














                                  SURVEY CONTROL DATA
                                
                             STATE=MI
                             [MARCH 21, 2026 05:22]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6800 ***********************************************************************
 AA6800  DESIGNATION -  0 173
 AA6800  PID         -  AA6800
 AA6800  STATE/COUNTY-  MI/WAYNE
 AA6800  COUNTRY     -  US
 AA6800  USGS QUAD   -  YPSILANTI EAST (2017)
 AA6800
 AA6800                         *CURRENT SURVEY CONTROL
 AA6800  ______________________________________________________________________
 AA6800* NAD 83(2011) POSITION- 42 11 20.18974(N) 083 32 33.14570(W)   ADJUSTED
 AA6800* NAD 83(2011) ELLIP HT-   178.392 (meters)        (06/27/12)   ADJUSTED
 AA6800* NAD 83(2011) EPOCH   -  2010.00
 AA6800* NAVD 88 ORTHO HEIGHT -   212.8   (meters)      698.    (feet) GPS OBS
 AA6800  ______________________________________________________________________
 AA6800  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6800  GEOID HEIGHT    -         -34.30 (meters)                     GEOID93
 AA6800  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 AA6800  NAD 83(2011) X  -    532,306.177 (meters)                     COMP
 AA6800  NAD 83(2011) Y  - -4,703,034.314 (meters)                     COMP
 AA6800  NAD 83(2011) Z  -  4,261,296.622 (meters)                     COMP
 AA6800  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 AA6800
 AA6800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6800  Standards:
 AA6800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6800  -------------------------------------------------------------------
 AA6800  NETWORK    0.69   0.76           0.32   0.23   0.39     -0.06873395
 AA6800  -------------------------------------------------------------------
 AA6800  Click here for local accuracies and other accuracy information.
 AA6800
 AA6800.The horizontal coordinates were established by GPS observations
 AA6800.and adjusted by the National Geodetic Survey in June 2012.
 AA6800
 AA6800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6800.been affixed to the stable North American tectonic plate. See 
 AA6800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6800
 AA6800.The horizontal coordinates are valid at the epoch date displayed above
 AA6800.which is a decimal equivalence of Year/Month/Day.
 AA6800
 AA6800.The orthometric height was determined by GPS observations and a
 AA6800.high-resolution geoid model.
 AA6800
 AA6800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6800.GEOID18 height accuracy estimate available here.
 AA6800
 AA6800.Click photographs - Photos may exist for this station.
 AA6800
 AA6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6800
 AA6800.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6800
 AA6800.The ellipsoidal height was determined by GPS observations
 AA6800.and is referenced to NAD 83.
 AA6800
 AA6800. The following values were computed from the NAD 83(2011) position.
 AA6800
 AA6800;                    North         East     Units Scale Factor Converg.
 AA6800;SPC MI S     -    76,859.934 4,068,074.685   MT  0.99998013   +0 33 39.0
 AA6800;SPC MI S     -   252,165.14 13,346,701.72   iFT  0.99998013   +0 33 39.0
 AA6800;UTM  17      - 4,673,884.061   290,050.026   MT  1.00014239   -1 42 29.3
 AA6800
 AA6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6800!SPC MI S     -   0.99997202  x   0.99998013  =   0.99995215
 AA6800!UTM  17      -   0.99997202  x   1.00014239  =   1.00011441
 AA6800
 AA6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9005073884(NAD 83)
 AA6800
 AA6800                          SUPERSEDED SURVEY CONTROL
 AA6800
 AA6800  NAD 83(2007)-  42 11 20.19026(N)    083 32 33.14638(W) AD(2002.00) 0
 AA6800  ELLIP H (02/10/07)  178.396  (m)                       GP(2002.00)    
 AA6800  ELLIP H (07/12/02)  178.457  (m)                       GP(       ) 4 1
 AA6800  NAD 83(1994)-  42 11 20.18977(N)    083 32 33.14593(W) AD(       ) 1
 AA6800  ELLIP H (02/03/97)  178.478  (m)                       GP(       ) 4 1
 AA6800  NAD 83(1986)-  42 11 20.19715(N)    083 32 33.17411(W) AD(       ) 1
 AA6800
 AA6800.Superseded values are not recommended for survey control.
 AA6800
 AA6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6800.See file dsdata.pdf to determine how the superseded data were derived.
 AA6800
 AA6800_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6800_STAMPING: 0-173 1960
 AA6800_MARK LOGO: MI-163
 AA6800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6800+STABILITY: SURFACE MOTION
 AA6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6800+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2021
 AA6800
 AA6800  HISTORY     - Date     Condition        Report By
 AA6800  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6800  HISTORY     - 20011212 POOR             INDIV
 AA6800  HISTORY     - 20061106 GOOD             INDIV
 AA6800  HISTORY     - 20210709 SEE DESCRIPTION  MI-161
 AA6800
 AA6800                          STATION DESCRIPTION
 AA6800
 AA6800'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6800'STATION IS LOCATED 2.5 MILESSOUTH OF WILLOW RUN AIRPORT ON RAWSONVILLE
 AA6800'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  RAWSONVILLE
 AA6800'ROAD (EXIT 187), PROCEED SOUTH ON RAWSONVILLE FOR 2.0  MILES TO HOUSE
 AA6800'7029 RAWSONVILLE  AND THE STATION ON THE LEFT. THE STATION IS A WAYNE
 AA6800'COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6800'CONCRETE MONUMENT. CENTERLINE OF RAWSONVILLE IS N 90 W, 31.50 FEET,  A
 AA6800'SECTION CORNER MONUMENT BOX IS S 45 W, 37.7 FEET, A 12 INCH MAPLE IS N
 AA6800'90 E, 34.5 FEET.
 AA6800
 AA6800                          STATION RECOVERY (2001)
 AA6800
 AA6800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6800'BRASS CAP IS MISSING, CONCRETE MONUMENT REMAINS.
 AA6800
 AA6800                          STATION RECOVERY (2006)
 AA6800
 AA6800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6800'RECOVERED IN GOOD CONDITION.
 AA6800
 AA6800                          STATION RECOVERY (2021)
 AA6800
 AA6800'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA6800'BRASS CAP IS MISSING AS NOTED IN 2001 RECOVERY ON DATA SHEET, BUT THE
 AA6800'BRASS PLUG FOR THE CAP REMAINS.  THIS WAS THE POINT USED FOR THE
 AA6800'OBSERVATION.  THE IRON ROD FOR MAGNETISM ALSO REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1269 ***********************************************************************
 RJ1269  DESIGNATION -  0 SLC+033
 RJ1269  PID         -  RJ1269
 RJ1269  STATE/COUNTY-  MI/CHIPPEWA
 RJ1269  COUNTRY     -  US
 RJ1269  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ1269
 RJ1269                         *CURRENT SURVEY CONTROL
 RJ1269  ______________________________________________________________________
 RJ1269* NAD 83(1994) POSITION- 46 30 06.70632(N) 084 21 49.95581(W)   ADJUSTED
 RJ1269* NAVD 88 ORTHO HEIGHT -   184.9   (meters)      607.    (feet) VERTCON3
 RJ1269  ______________________________________________________________________
 RJ1269  GEOID HEIGHT    -        -36.624 (meters)                     GEOID18
 RJ1269  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 RJ1269  HORZ ORDER      -  SECOND
 RJ1269
 RJ1269.The horizontal coordinates were established by classical geodetic methods
 RJ1269.and adjusted by the National Geodetic Survey in February 1997.
 RJ1269
 RJ1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1269
 RJ1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1269.GEOID18 height accuracy estimate available here.
 RJ1269
 RJ1269.Click photographs - Photos may exist for this station.
 RJ1269
 RJ1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1269
 RJ1269. The following values were computed from the NAD 83(1994) position.
 RJ1269
 RJ1269;                    North         East     Units Scale Factor Converg.
 RJ1269;SPC MI N     -   194,369.174 8,202,293.247   MT  0.99990996   +1 54 19.3
 RJ1269;SPC MI N     -   637,694.14 26,910,410.92   iFT  0.99990996   +1 54 19.3
 RJ1269;UTM  16      - 5,153,186.787   702,264.161   MT  1.00010290   +1 54 46.4
 RJ1269
 RJ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1269!SPC MI N     -   0.99997676  x   0.99990996  =   0.99988672
 RJ1269!UTM  16      -   0.99997676  x   1.00010290  =   1.00007966
 RJ1269
 RJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0226453186(NAD 83)
 RJ1269
 RJ1269                          SUPERSEDED SURVEY CONTROL
 RJ1269
 RJ1269  NAD 83(1986)-  46 30 06.69820(N)    084 21 49.95401(W) AD(       ) 2
 RJ1269  NGVD 29 (05/22/90)  184.8    (m)          606.     (f) VERT ANG       
 RJ1269
 RJ1269.Superseded values are not recommended for survey control.
 RJ1269
 RJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1269.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1269
 RJ1269_MARKER: DS = TRIANGULATION STATION DISK
 RJ1269_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1269+WITH SETTING: PAVEMENT
 RJ1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1269+STABILITY: SURFACE MOTION
 RJ1269
 RJ1269  HISTORY     - Date     Condition        Report By
 RJ1269  HISTORY     - 1988     MONUMENTED       USACE
 RJ1269
 RJ1269                          STATION DESCRIPTION
 RJ1269
 RJ1269'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1269'THE STATION IS LOCATED IN THE AMERICAN LOCKS IN SAULT STE MARIE MI,
 RJ1269'OWNERSHIP---UNITED STATES CORPS OF ENGINEERS.
 RJ1269'
 RJ1269'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE U.S. CORPS OF
 RJ1269'ENGINEERS LOCK, GO WEST FOR 0.8 KM (0.5 MI) ALONG THE SOUTHWEST PIER
 RJ1269'TO THE INTERNATIONAL RAILROAD LIFT BRIDGE AND THE STATION.
 RJ1269'
 RJ1269'THE STATION IS A STANDARD COE DISK
 RJ1269'THAT IS STAMPED---0---
 RJ1269'SET INTO THE CONCRETE PIER FLUSH WITH THE GROUND, LOCATED 1.1 METERS
 RJ1269'(3.6 FT) FROM THE EDGE OF THE PIER.
 RJ1269'
 RJ1269'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5165 ***********************************************************************
 AA5165  DESIGNATION -  0001A
 AA5165  PID         -  AA5165
 AA5165  STATE/COUNTY-  MI/WASHTENAW
 AA5165  COUNTRY     -  US
 AA5165  USGS QUAD   -  SALINE (2017)
 AA5165
 AA5165                         *CURRENT SURVEY CONTROL
 AA5165  ______________________________________________________________________
 AA5165* NAD 83(2011) POSITION- 42 14 41.97597(N) 083 45 49.82505(W)   ADJUSTED
 AA5165* NAD 83(2011) ELLIP HT-   246.086 (meters)        (06/27/12)   ADJUSTED
 AA5165* NAD 83(2011) EPOCH   -  2010.00
 AA5165* NAVD 88 ORTHO HEIGHT -   280.172 (meters)      919.20  (feet) ADJUSTED
 AA5165  ______________________________________________________________________
 AA5165  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 AA5165  NAD 83(2011) X  -    513,688.187 (meters)                     COMP
 AA5165  NAD 83(2011) Y  - -4,700,946.113 (meters)                     COMP
 AA5165  NAD 83(2011) Z  -  4,265,953.337 (meters)                     COMP
 AA5165  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AA5165  DYNAMIC HEIGHT  -        280.083 (meters)      918.91  (feet) COMP
 AA5165  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 AA5165
 AA5165  VERT ORDER      -  SECOND    CLASS II
 AA5165
 AA5165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5165  Standards:
 AA5165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5165  -------------------------------------------------------------------
 AA5165  NETWORK    1.20   1.61           0.57   0.36   0.82     -0.00171431
 AA5165  -------------------------------------------------------------------
 AA5165  Click here for local accuracies and other accuracy information.
 AA5165
 AA5165.The horizontal coordinates were established by GPS observations
 AA5165.and adjusted by the National Geodetic Survey in June 2012.
 AA5165
 AA5165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5165.been affixed to the stable North American tectonic plate. See 
 AA5165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5165
 AA5165.The horizontal coordinates are valid at the epoch date displayed above
 AA5165.which is a decimal equivalence of Year/Month/Day.
 AA5165
 AA5165.The orthometric height was determined by differential leveling and
 AA5165.adjusted by the NATIONAL GEODETIC SURVEY
 AA5165.in August 1995.
 AA5165
 AA5165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5165.GEOID18 height accuracy estimate available here.
 AA5165
 AA5165.Click photographs - Photos may exist for this station.
 AA5165
 AA5165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5165
 AA5165.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5165
 AA5165.The ellipsoidal height was determined by GPS observations
 AA5165.and is referenced to NAD 83.
 AA5165
 AA5165.The dynamic height is computed by dividing the NAVD 88
 AA5165.geopotential number by the normal gravity value computed on the
 AA5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5165.degrees latitude (g = 980.6199 gals.).
 AA5165
 AA5165.The modeled gravity was interpolated from observed gravity values.
 AA5165
 AA5165. The following values were computed from the NAD 83(2011) position.
 AA5165
 AA5165;                    North         East     Units Scale Factor Converg.
 AA5165;SPC MI S     -    82,930.791 4,049,750.612   MT  0.99996882   +0 24 36.9
 AA5165;SPC MI S     -   272,082.65 13,286,583.37   iFT  0.99996882   +0 24 36.9
 AA5165;UTM  17      - 4,680,677.113   271,976.775   MT  1.00023980   -1 51 32.2
 AA5165
 AA5165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5165!SPC MI S     -   0.99996141  x   0.99996882  =   0.99993023
 AA5165!UTM  17      -   0.99996141  x   1.00023980  =   1.00020120
 AA5165
 AA5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7197680677(NAD 83)
 AA5165
 AA5165|---------------------------------------------------------------------|
 AA5165| PID    Reference Object                     Distance      Geod. Az  |
 AA5165|                                                           dddmmss.s |
 AA5165| AA5170 0001B                               182.391 METERS 04240     |
 AA5165|---------------------------------------------------------------------|
 AA5165
 AA5165                          SUPERSEDED SURVEY CONTROL
 AA5165
 AA5165  NAD 83(2007)-  42 14 41.97615(N)    083 45 49.82582(W) AD(2002.00) 0
 AA5165  ELLIP H (02/10/07)  246.105  (m)                       GP(2002.00)    
 AA5165  ELLIP H (07/12/02)  246.160  (m)                       GP(       ) 4 1
 AA5165  NAD 83(1994)-  42 14 41.97607(N)    083 45 49.82477(W) AD(       ) 1
 AA5165  ELLIP H (02/03/97)  246.191  (m)                       GP(       ) 4 1
 AA5165  NAD 83(1986)-  42 14 41.98149(N)    083 45 49.85116(W) AD(       ) 1
 AA5165  NAVD 88 (09/30/94)  280.2    (m)  GEOID93  model used  GPS OBS        
 AA5165
 AA5165.Superseded values are not recommended for survey control.
 AA5165
 AA5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5165.See file dsdata.pdf to determine how the superseded data were derived.
 AA5165
 AA5165_MARKER: DD = SURVEY DISK
 AA5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5165_STAMPING: 0001A
 AA5165_MARK LOGO: MI0150
 AA5165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5165+STABILITY: SURFACE MOTION
 AA5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5165+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5165
 AA5165  HISTORY     - Date     Condition        Report By
 AA5165  HISTORY     - 1993     MONUMENTED       MI0150
 AA5165  HISTORY     - 19930809 GOOD             WOOLPT
 AA5165  HISTORY     - 19931101 GOOD             WOOLPT
 AA5165  HISTORY     - 20030319 GOOD             USPSQD
 AA5165  HISTORY     - 20160511 MARK NOT FOUND   MI0150
 AA5165
 AA5165                          STATION DESCRIPTION
 AA5165
 AA5165'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5165'STATION 0001A IS LOCATED ON THE SOUTHEASTERLY SIDE OF ANN ARBOR-SALINE
 AA5165'ROAD BETWEN I-94 AND THE ENTRANCE RAMP TO EASTBOUND I-94 FROM ANN
 AA5165'ARBOR-SALINE ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5165'6, PITTSFIELD TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 101.32 FT
 AA5165'(30.88 M) SOUTHWESTLY OF THE SOUTHWEST CORNER OF THE WESTERLY CONCRETE
 AA5165'BRIDGE ABUTMENT TO I-94, AND 6.7 FT (2.0 M) SOUTHEAST OF THE SOUTHEAST
 AA5165'EDGE OF ASPHALT ALONG ANN ARBOR-SALINE ROAD. SAID STATION IS A PRIMARY
 AA5165'CONTROL MONUMENT AND IS DESCRIBED AS A STAINLESS STEEL ROD WITHOUT
 AA5165'SLEEVE AND IS ACCESSED BY A 5 INLOGO CAP SET FLUSH WITH THE GROUND.
 AA5165'THIS POINT WAS SET BY OTHERS AND IS PAIRED WITH POINT 0001B.
 AA5165
 AA5165                          STATION RECOVERY (1993)
 AA5165
 AA5165'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5165'RECOVERED AS DESCRIBED.
 AA5165
 AA5165                          STATION RECOVERY (2003)
 AA5165
 AA5165'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5165'RECOVERED IN GOOD CONDITION.
 AA5165
 AA5165                          STATION RECOVERY (2016)
 AA5165
 AA5165'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5170 ***********************************************************************
 AA5170  DESIGNATION -  0001B
 AA5170  PID         -  AA5170
 AA5170  STATE/COUNTY-  MI/WASHTENAW
 AA5170  COUNTRY     -  US
 AA5170  USGS QUAD   -  SALINE (2017)
 AA5170
 AA5170                         *CURRENT SURVEY CONTROL
 AA5170  ______________________________________________________________________
 AA5170* NAD 83(2011) POSITION- 42 14 46.32272(N) 083 45 44.43339(W)   ADJUSTED
 AA5170* NAD 83(2011) ELLIP HT-   247.426 (meters)        (06/27/12)   ADJUSTED
 AA5170* NAD 83(2011) EPOCH   -  2010.00
 AA5170* NAVD 88 ORTHO HEIGHT -   281.510 (meters)      923.59  (feet) ADJUSTED
 AA5170  ______________________________________________________________________
 AA5170  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 AA5170  NAD 83(2011) X  -    513,801.378 (meters)                     COMP
 AA5170  NAD 83(2011) Y  - -4,700,844.030 (meters)                     COMP
 AA5170  NAD 83(2011) Z  -  4,266,053.526 (meters)                     COMP
 AA5170  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 AA5170  DYNAMIC HEIGHT  -        281.420 (meters)      923.29  (feet) COMP
 AA5170  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 AA5170
 AA5170  VERT ORDER      -  SECOND    CLASS II
 AA5170
 AA5170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5170  Standards:
 AA5170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5170  -------------------------------------------------------------------
 AA5170  NETWORK    1.31   1.96           0.59   0.46   1.00      0.10228323
 AA5170  -------------------------------------------------------------------
 AA5170  Click here for local accuracies and other accuracy information.
 AA5170
 AA5170.The horizontal coordinates were established by GPS observations
 AA5170.and adjusted by the National Geodetic Survey in June 2012.
 AA5170
 AA5170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5170.been affixed to the stable North American tectonic plate. See 
 AA5170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5170
 AA5170.The horizontal coordinates are valid at the epoch date displayed above
 AA5170.which is a decimal equivalence of Year/Month/Day.
 AA5170
 AA5170.The orthometric height was determined by differential leveling and
 AA5170.adjusted by the NATIONAL GEODETIC SURVEY
 AA5170.in August 1995.
 AA5170
 AA5170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5170.GEOID18 height accuracy estimate available here.
 AA5170
 AA5170.Click photographs - Photos may exist for this station.
 AA5170
 AA5170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5170
 AA5170.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5170
 AA5170.The ellipsoidal height was determined by GPS observations
 AA5170.and is referenced to NAD 83.
 AA5170
 AA5170.The dynamic height is computed by dividing the NAVD 88
 AA5170.geopotential number by the normal gravity value computed on the
 AA5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5170.degrees latitude (g = 980.6199 gals.).
 AA5170
 AA5170.The modeled gravity was interpolated from observed gravity values.
 AA5170
 AA5170. The following values were computed from the NAD 83(2011) position.
 AA5170
 AA5170;                    North         East     Units Scale Factor Converg.
 AA5170;SPC MI S     -    83,065.789 4,049,873.250   MT  0.99996859   +0 24 40.5
 AA5170;SPC MI S     -   272,525.55 13,286,985.73   iFT  0.99996859   +0 24 40.5
 AA5170;UTM  17      - 4,680,807.184   272,104.696   MT  1.00023908   -1 51 28.7
 AA5170
 AA5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5170!SPC MI S     -   0.99996120  x   0.99996859  =   0.99992979
 AA5170!UTM  17      -   0.99996120  x   1.00023908  =   1.00020027
 AA5170
 AA5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7210480807(NAD 83)
 AA5170
 AA5170|---------------------------------------------------------------------|
 AA5170| PID    Reference Object                     Distance      Geod. Az  |
 AA5170|                                                           dddmmss.s |
 AA5170| AA5165 0001A                               182.391 METERS 22240     |
 AA5170|---------------------------------------------------------------------|
 AA5170
 AA5170                          SUPERSEDED SURVEY CONTROL
 AA5170
 AA5170  NAD 83(2007)-  42 14 46.32289(N)    083 45 44.43415(W) AD(2002.00) 0
 AA5170  ELLIP H (02/10/07)  247.448  (m)                       GP(2002.00)    
 AA5170  ELLIP H (07/12/02)  247.501  (m)                       GP(       ) 4 1
 AA5170  NAD 83(1994)-  42 14 46.32285(N)    083 45 44.43306(W) AD(       ) 1
 AA5170  ELLIP H (02/03/97)  247.530  (m)                       GP(       ) 4 1
 AA5170  NAD 83(1986)-  42 14 46.32826(N)    083 45 44.45940(W) AD(       ) 1
 AA5170  NAVD 88 (09/30/94)  281.5    (m)  GEOID93  model used  GPS OBS        
 AA5170
 AA5170.Superseded values are not recommended for survey control.
 AA5170
 AA5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5170.See file dsdata.pdf to determine how the superseded data were derived.
 AA5170
 AA5170_MARKER: DD = SURVEY DISK
 AA5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5170_STAMPING: 0001B
 AA5170_MARK LOGO: MI0150
 AA5170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5170+STABILITY: SURFACE MOTION
 AA5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5170+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5170
 AA5170  HISTORY     - Date     Condition        Report By
 AA5170  HISTORY     - 1993     MONUMENTED       MI0150
 AA5170  HISTORY     - 19930809 GOOD             WOOLPT
 AA5170  HISTORY     - 19931101 GOOD             WOOLPT
 AA5170  HISTORY     - 20030319 GOOD             USPSQD
 AA5170  HISTORY     - 20160511 MARK NOT FOUND   MI0150
 AA5170
 AA5170                          STATION DESCRIPTION
 AA5170
 AA5170'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5170'STATION 0001B IS LOCATED ON THE SOUTHEASTERLY SIDE OF ANN ARBOR-SALINE
 AA5170'ROAD BETWEEN I-94 AND THE EXIT RAMP FROM WESTBOUND I-94 TO ANN
 AA5170'ARBOR-SALINE ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5170'6, PITTSFIELD TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 261.5 FT
 AA5170'(79.7 M) NORTHEAST OF THE NORTHEAST CONCRETE BRIDGE ABUTMENT AND 8.2
 AA5170'FT (2.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF ASPHALT OF ANN
 AA5170'ARBOR-SALINE ROAD. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS
 AA5170'DESCRIBED AS A STAINLESS STEEL ROD WITHOUT SLEEVE AND IS ACCESSED BY A
 AA5170'5 INLOGO CAP SET FLUSH WITH THE GROUND. THIS POINT WAS SET BY OTHERS
 AA5170'AND IS PAIRED WITH POINT 0001A.
 AA5170
 AA5170                          STATION RECOVERY (1993)
 AA5170
 AA5170'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5170'RECOVERED AS DESCRIBED.
 AA5170
 AA5170                          STATION RECOVERY (2003)
 AA5170
 AA5170'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5170'RECOVERED IN GOOD CONDITION.
 AA5170
 AA5170                          STATION RECOVERY (2016)
 AA5170
 AA5170'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5167 ***********************************************************************
 AA5167  DESIGNATION -  0002A
 AA5167  PID         -  AA5167
 AA5167  STATE/COUNTY-  MI/WASHTENAW
 AA5167  COUNTRY     -  US
 AA5167  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5167
 AA5167                         *CURRENT SURVEY CONTROL
 AA5167  ______________________________________________________________________
 AA5167* NAD 83(2011) POSITION- 42 15 22.28600(N) 083 46 46.08352(W)   ADJUSTED
 AA5167* NAD 83(2011) ELLIP HT-   259.658 (meters)        (06/27/12)   ADJUSTED
 AA5167* NAD 83(2011) EPOCH   -  2010.00
 AA5167* NAVD 88 ORTHO HEIGHT -   293.679 (meters)      963.51  (feet) ADJUSTED
 AA5167  ______________________________________________________________________
 AA5167  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 AA5167  NAD 83(2011) X  -    512,316.460 (meters)                     COMP
 AA5167  NAD 83(2011) Y  - -4,700,264.646 (meters)                     COMP
 AA5167  NAD 83(2011) Z  -  4,266,883.149 (meters)                     COMP
 AA5167  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 AA5167  DYNAMIC HEIGHT  -        293.585 (meters)      963.20  (feet) COMP
 AA5167  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 AA5167
 AA5167  VERT ORDER      -  SECOND    CLASS II
 AA5167
 AA5167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5167  Standards:
 AA5167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5167  -------------------------------------------------------------------
 AA5167  NETWORK    1.43   2.23           0.65   0.50   1.14      0.09196328
 AA5167  -------------------------------------------------------------------
 AA5167  Click here for local accuracies and other accuracy information.
 AA5167
 AA5167.The horizontal coordinates were established by GPS observations
 AA5167.and adjusted by the National Geodetic Survey in June 2012.
 AA5167
 AA5167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5167.been affixed to the stable North American tectonic plate. See 
 AA5167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5167
 AA5167.The horizontal coordinates are valid at the epoch date displayed above
 AA5167.which is a decimal equivalence of Year/Month/Day.
 AA5167
 AA5167.The orthometric height was determined by differential leveling and
 AA5167.adjusted by the NATIONAL GEODETIC SURVEY
 AA5167.in August 1995.
 AA5167
 AA5167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5167.GEOID18 height accuracy estimate available here.
 AA5167
 AA5167.Click photographs - Photos may exist for this station.
 AA5167
 AA5167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5167
 AA5167.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5167
 AA5167.The ellipsoidal height was determined by GPS observations
 AA5167.and is referenced to NAD 83.
 AA5167
 AA5167.The dynamic height is computed by dividing the NAVD 88
 AA5167.geopotential number by the normal gravity value computed on the
 AA5167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5167.degrees latitude (g = 980.6199 gals.).
 AA5167
 AA5167.The modeled gravity was interpolated from observed gravity values.
 AA5167
 AA5167. The following values were computed from the NAD 83(2011) position.
 AA5167
 AA5167;                    North         East     Units Scale Factor Converg.
 AA5167;SPC MI S     -    84,165.374 4,048,452.251   MT  0.99996668   +0 23 58.6
 AA5167;SPC MI S     -   276,133.12 13,282,323.66   iFT  0.99996668   +0 23 58.6
 AA5167;UTM  17      - 4,681,962.492   270,727.973   MT  1.00024682   -1 52 11.5
 AA5167
 AA5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5167!SPC MI S     -   0.99995928  x   0.99996668  =   0.99992596
 AA5167!UTM  17      -   0.99995928  x   1.00024682  =   1.00020609
 AA5167
 AA5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7072781962(NAD 83)
 AA5167
 AA5167                          SUPERSEDED SURVEY CONTROL
 AA5167
 AA5167  NAD 83(2007)-  42 15 22.28617(N)    083 46 46.08427(W) AD(2002.00) 0
 AA5167  ELLIP H (02/10/07)  259.680  (m)                       GP(2002.00)    
 AA5167  ELLIP H (07/12/02)  259.732  (m)                       GP(       ) 4 1
 AA5167  NAD 83(1994)-  42 15 22.28620(N)    083 46 46.08315(W) AD(       ) 1
 AA5167  ELLIP H (02/03/97)  259.762  (m)                       GP(       ) 4 1
 AA5167  NAD 83(1986)-  42 15 22.29148(N)    083 46 46.10943(W) AD(       ) 1
 AA5167  NAVD 88 (09/30/94)  293.7    (m)  GEOID93  model used  GPS OBS        
 AA5167
 AA5167.Superseded values are not recommended for survey control.
 AA5167
 AA5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5167.See file dsdata.pdf to determine how the superseded data were derived.
 AA5167
 AA5167_MARKER: DD = SURVEY DISK
 AA5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5167_STAMPING: 0002A
 AA5167_MARK LOGO: MI0150
 AA5167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5167+STABILITY: SURFACE MOTION
 AA5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5167+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5167
 AA5167  HISTORY     - Date     Condition        Report By
 AA5167  HISTORY     - 1993     MONUMENTED       MI0150
 AA5167  HISTORY     - 19930809 GOOD             WOOLPT
 AA5167  HISTORY     - 19931101 GOOD             WOOLPT
 AA5167  HISTORY     - 20030319 GOOD             USPSQD
 AA5167  HISTORY     - 20160503 GOOD             MI0150
 AA5167
 AA5167                          STATION DESCRIPTION
 AA5167
 AA5167'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5167'STATION 0002A IS THE SOUTHWEST CORNER OF SECTION 31, ANN ARBOR
 AA5167'TOWNSHIP AND IS LOCATED IN SCIO CHURCH ROAD, APPROXIMATELY 387 FT
 AA5167'(118.0 M) WEST OF THE WEST SIDE OF THE I-94 BRIDGE, SAID STATION BEING
 AA5167'IN THE SOUTHWEST 1/4 OF SECTION 31, ANN ARBOR TOWNSHIP, MICHIGAN. THE
 AA5167'STATION IS LOCATED 32.93 FT (10.04 M) SOUTHEAST OF A STORM MANHOLE AND
 AA5167'49.72 FT (15.15 M) SOUTHWEST OF A POWER POLE. THE STATION IS A PRIMARY
 AA5167'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5167'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS ACCESSED BY
 AA5167'A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS SET BY THE
 AA5167'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0002B.
 AA5167
 AA5167                          STATION RECOVERY (1993)
 AA5167
 AA5167'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5167'RECOVERED AS DESCRIBED.
 AA5167
 AA5167                          STATION RECOVERY (2003)
 AA5167
 AA5167'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAB)
 AA5167'RECOVERED IN GOOD CONDITION.
 AA5167
 AA5167                          STATION RECOVERY (2016)
 AA5167
 AA5167'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5166 ***********************************************************************
 AA5166  DESIGNATION -  0002B
 AA5166  PID         -  AA5166
 AA5166  STATE/COUNTY-  MI/WASHTENAW
 AA5166  COUNTRY     -  US
 AA5166  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5166
 AA5166                         *CURRENT SURVEY CONTROL
 AA5166  ______________________________________________________________________
 AA5166* NAD 83(2011) POSITION- 42 15 23.30456(N) 083 46 09.95310(W)   ADJUSTED
 AA5166* NAD 83(2011) ELLIP HT-   249.868 (meters)        (06/27/12)   ADJUSTED
 AA5166* NAD 83(2011) EPOCH   -  2010.00
 AA5166* NAVD 88 ORTHO HEIGHT -   283.928 (meters)      931.52  (feet) ADJUSTED
 AA5166  ______________________________________________________________________
 AA5166  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 AA5166  NAD 83(2011) X  -    513,136.695 (meters)                     COMP
 AA5166  NAD 83(2011) Y  - -4,700,146.621 (meters)                     COMP
 AA5166  NAD 83(2011) Z  -  4,266,899.828 (meters)                     COMP
 AA5166  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AA5166  DYNAMIC HEIGHT  -        283.838 (meters)      931.23  (feet) COMP
 AA5166  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 AA5166
 AA5166  VERT ORDER      -  SECOND    CLASS II
 AA5166
 AA5166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5166  Standards:
 AA5166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5166  -------------------------------------------------------------------
 AA5166  NETWORK    1.38   2.10           0.63   0.48   1.07      0.10377326
 AA5166  -------------------------------------------------------------------
 AA5166  Click here for local accuracies and other accuracy information.
 AA5166
 AA5166.The horizontal coordinates were established by GPS observations
 AA5166.and adjusted by the National Geodetic Survey in June 2012.
 AA5166
 AA5166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5166.been affixed to the stable North American tectonic plate. See 
 AA5166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5166
 AA5166.The horizontal coordinates are valid at the epoch date displayed above
 AA5166.which is a decimal equivalence of Year/Month/Day.
 AA5166
 AA5166.The orthometric height was determined by differential leveling and
 AA5166.adjusted by the NATIONAL GEODETIC SURVEY
 AA5166.in August 1995.
 AA5166
 AA5166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5166.GEOID18 height accuracy estimate available here.
 AA5166
 AA5166.Click photographs - Photos may exist for this station.
 AA5166
 AA5166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5166
 AA5166.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5166
 AA5166.The ellipsoidal height was determined by GPS observations
 AA5166.and is referenced to NAD 83.
 AA5166
 AA5166.The dynamic height is computed by dividing the NAVD 88
 AA5166.geopotential number by the normal gravity value computed on the
 AA5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5166.degrees latitude (g = 980.6199 gals.).
 AA5166
 AA5166.The modeled gravity was interpolated from observed gravity values.
 AA5166
 AA5166. The following values were computed from the NAD 83(2011) position.
 AA5166
 AA5166;                    North         East     Units Scale Factor Converg.
 AA5166;SPC MI S     -    84,202.625 4,049,280.145   MT  0.99996663   +0 24 23.2
 AA5166;SPC MI S     -   276,255.33 13,285,039.85   iFT  0.99996663   +0 24 23.2
 AA5166;UTM  17      - 4,681,966.930   271,556.923   MT  1.00024215   -1 51 47.2
 AA5166
 AA5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5166!SPC MI S     -   0.99996081  x   0.99996663  =   0.99992744
 AA5166!UTM  17      -   0.99996081  x   1.00024215  =   1.00020295
 AA5166
 AA5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7155681966(NAD 83)
 AA5166
 AA5166                          SUPERSEDED SURVEY CONTROL
 AA5166
 AA5166  NAD 83(2007)-  42 15 23.30473(N)    083 46 09.95385(W) AD(2002.00) 0
 AA5166  ELLIP H (02/10/07)  249.890  (m)                       GP(2002.00)    
 AA5166  ELLIP H (07/12/02)  249.943  (m)                       GP(       ) 4 1
 AA5166  NAD 83(1994)-  42 15 23.30472(N)    083 46 09.95275(W) AD(       ) 1
 AA5166  ELLIP H (02/03/97)  249.972  (m)                       GP(       ) 4 1
 AA5166  NAD 83(1986)-  42 15 23.31006(N)    083 46 09.97906(W) AD(       ) 1
 AA5166  NAVD 88 (09/30/94)  283.9    (m)  GEOID93  model used  GPS OBS        
 AA5166
 AA5166.Superseded values are not recommended for survey control.
 AA5166
 AA5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5166.See file dsdata.pdf to determine how the superseded data were derived.
 AA5166
 AA5166_MARKER: DD = SURVEY DISK
 AA5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5166_STAMPING: 0002B
 AA5166_MARK LOGO: MI0150
 AA5166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5166+STABILITY: SURFACE MOTION
 AA5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5166+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5166
 AA5166  HISTORY     - Date     Condition        Report By
 AA5166  HISTORY     - 1993     MONUMENTED       MI0150
 AA5166  HISTORY     - 19930809 GOOD             WOOLPT
 AA5166  HISTORY     - 19931101 GOOD             WOOLPT
 AA5166  HISTORY     - 20030319 MARK NOT FOUND   USPSQD
 AA5166  HISTORY     - 20160503 GOOD             MI0150
 AA5166
 AA5166                          STATION DESCRIPTION
 AA5166
 AA5166'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5166'STATION 0002B IS THE SOUTHWEST CORNER OF SECTION 31, ANN ARBOR
 AA5166'TOWNSHIP AND IS LOCATED IN SCIO CHURCH ROAD, APPROXIMATELY 175 FT
 AA5166'(53.3 M) WEST OF THE CENTERLINE OF DELAWARE DRIVE, SAID STATION BEING
 AA5166'IN THE SOUTH 1/2 OF SECTION 31, ANN ARBOR TOWNSHIP, MICHIGAN. THE
 AA5166'STATION IS LOCATED APPROXIMATELY 175 FT (53.3 M) WEST OF THE
 AA5166'CENTERLINE OF DELAWARE ROAD AND 47.6 FT (14.5 M) SOUTHEAST OF A 10 IN
 AA5166'CEDAR TREE ON THE NORTH SIDE OF SCIO CHURCH ROAD. SAID STATION IS A
 AA5166'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5166'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5166'ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS
 AA5166'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0002A.
 AA5166
 AA5166                          STATION RECOVERY (1993)
 AA5166
 AA5166'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5166'RECOVERED AS DESCRIBED.
 AA5166
 AA5166                          STATION RECOVERY (2003)
 AA5166
 AA5166'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5166'STATION IS COVERED WITH ASPHALT.  USING A SURVEYOR'S
 AA5166'MAGNETIC LOCATOR, OBTAINED A POSITIVE READING AT THE
 AA5166'LOCATION.  STATION IS BELIEVED TO EXIST, BUT IS BURIED
 AA5166'UNDER ASPHALT LAYER.
 AA5166
 AA5166                          STATION RECOVERY (2016)
 AA5166
 AA5166'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5171 ***********************************************************************
 AA5171  DESIGNATION -  0003A
 AA5171  PID         -  AA5171
 AA5171  STATE/COUNTY-  MI/WASHTENAW
 AA5171  COUNTRY     -  US
 AA5171  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5171
 AA5171                         *CURRENT SURVEY CONTROL
 AA5171  ______________________________________________________________________
 AA5171* NAD 83(2011) POSITION- 42 17 27.08054(N) 083 47 48.63963(W)   ADJUSTED
 AA5171* NAD 83(2011) ELLIP HT-   255.610 (meters)        (06/27/12)   ADJUSTED
 AA5171* NAD 83(2011) EPOCH   -  2010.00
 AA5171* NAVD 88 ORTHO HEIGHT -   289.526 (meters)      949.89  (feet) ADJUSTED
 AA5171  ______________________________________________________________________
 AA5171  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 AA5171  NAD 83(2011) X  -    510,610.726 (meters)                     COMP
 AA5171  NAD 83(2011) Y  - -4,697,841.732 (meters)                     COMP
 AA5171  NAD 83(2011) Z  -  4,269,729.730 (meters)                     COMP
 AA5171  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AA5171  DYNAMIC HEIGHT  -        289.435 (meters)      949.59  (feet) COMP
 AA5171  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 AA5171
 AA5171  VERT ORDER      -  SECOND    CLASS II
 AA5171
 AA5171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5171  Standards:
 AA5171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5171  -------------------------------------------------------------------
 AA5171  NETWORK    1.82   3.12           0.81   0.66   1.59      0.06727874
 AA5171  -------------------------------------------------------------------
 AA5171  Click here for local accuracies and other accuracy information.
 AA5171
 AA5171.The horizontal coordinates were established by GPS observations
 AA5171.and adjusted by the National Geodetic Survey in June 2012.
 AA5171
 AA5171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5171.been affixed to the stable North American tectonic plate. See 
 AA5171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5171
 AA5171.The horizontal coordinates are valid at the epoch date displayed above
 AA5171.which is a decimal equivalence of Year/Month/Day.
 AA5171
 AA5171.The orthometric height was determined by differential leveling and
 AA5171.adjusted by the NATIONAL GEODETIC SURVEY
 AA5171.in August 1995.
 AA5171
 AA5171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5171.GEOID18 height accuracy estimate available here.
 AA5171
 AA5171.Click photographs - Photos may exist for this station.
 AA5171
 AA5171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5171
 AA5171.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5171
 AA5171.The ellipsoidal height was determined by GPS observations
 AA5171.and is referenced to NAD 83.
 AA5171
 AA5171.The dynamic height is computed by dividing the NAVD 88
 AA5171.geopotential number by the normal gravity value computed on the
 AA5171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5171.degrees latitude (g = 980.6199 gals.).
 AA5171
 AA5171.The modeled gravity was interpolated from observed gravity values.
 AA5171
 AA5171. The following values were computed from the NAD 83(2011) position.
 AA5171
 AA5171;                    North         East     Units Scale Factor Converg.
 AA5171;SPC MI S     -    88,005.849 4,046,992.389   MT  0.99996028   +0 23 16.0
 AA5171;SPC MI S     -   288,733.10 13,277,534.08   iFT  0.99996028   +0 23 16.0
 AA5171;UTM  17      - 4,685,858.895   269,420.999   MT  1.00025422   -1 52 58.1
 AA5171
 AA5171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5171!SPC MI S     -   0.99995991  x   0.99996028  =   0.99992019
 AA5171!UTM  17      -   0.99995991  x   1.00025422  =   1.00021412
 AA5171
 AA5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6942085858(NAD 83)
 AA5171
 AA5171                          SUPERSEDED SURVEY CONTROL
 AA5171
 AA5171  NAD 83(2007)-  42 17 27.08071(N)    083 47 48.64039(W) AD(2002.00) 0
 AA5171  ELLIP H (02/10/07)  255.632  (m)                       GP(2002.00)    
 AA5171  ELLIP H (07/12/02)  255.685  (m)                       GP(       ) 4 1
 AA5171  NAD 83(1994)-  42 17 27.08086(N)    083 47 48.63919(W) AD(       ) 1
 AA5171  ELLIP H (02/03/97)  255.715  (m)                       GP(       ) 4 1
 AA5171  NAD 83(1986)-  42 17 27.08583(N)    083 47 48.66525(W) AD(       ) 1
 AA5171  NAVD 88 (09/30/94)  289.5    (m)  GEOID93  model used  GPS OBS        
 AA5171
 AA5171.Superseded values are not recommended for survey control.
 AA5171
 AA5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5171.See file dsdata.pdf to determine how the superseded data were derived.
 AA5171
 AA5171_MARKER: DD = SURVEY DISK
 AA5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5171_STAMPING: 0003A
 AA5171_MARK LOGO: MI0150
 AA5171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5171+STABILITY: SURFACE MOTION
 AA5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5171+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2016
 AA5171
 AA5171  HISTORY     - Date     Condition        Report By
 AA5171  HISTORY     - 1993     MONUMENTED       MI0150
 AA5171  HISTORY     - 19930809 GOOD             WOOLPT
 AA5171  HISTORY     - 19931101 GOOD             WOOLPT
 AA5171  HISTORY     - 20030319 GOOD             USPSQD
 AA5171  HISTORY     - 20071219 GOOD             AHI
 AA5171  HISTORY     - 20090113 GOOD             AHI
 AA5171  HISTORY     - 20160509 GOOD             MI0150
 AA5171
 AA5171                          STATION DESCRIPTION
 AA5171
 AA5171'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5171'STATION 0003A IS LOCATED ON THE NORTHERLY SIDE OF DEXTER ROAD,
 AA5171'EASTERLY OF M-14, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5171'24, SCIO TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5171'LOCATED 3 FT (0.9 M) NORTHERLY OF THE GUARDRAIL ALONG THE NORTHERLY
 AA5171'SIDE OF DEXTER ROAD AND 3 FT (0.9 M) EASTERLY OF THE EASTERLY EDGE OF
 AA5171'THE EASTERLY CONCRETE BRIDGE ABUTMENT TO M-14. SAID STATION IS A
 AA5171'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5171'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5171'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR AND
 AA5171'IS PAIRED WITH POINT 0003B.
 AA5171
 AA5171                          STATION RECOVERY (1993)
 AA5171
 AA5171'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5171'RECOVERED AS DESCRIBED.
 AA5171
 AA5171                          STATION RECOVERY (2003)
 AA5171
 AA5171'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAB)
 AA5171'RECOVERED IN GOOD CONDITION.
 AA5171
 AA5171                          STATION RECOVERY (2007)
 AA5171
 AA5171'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2007 (CCM)
 AA5171'RECOVERED IN GOOD CONDITION.
 AA5171
 AA5171                          STATION RECOVERY (2009)
 AA5171
 AA5171'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 AA5171'SET CARSONITE (SURVEY MARKER) WITNESS POST.
 AA5171
 AA5171                          STATION RECOVERY (2016)
 AA5171
 AA5171'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5173 ***********************************************************************
 AA5173  DESIGNATION -  0004A
 AA5173  PID         -  AA5173
 AA5173  STATE/COUNTY-  MI/WASHTENAW
 AA5173  COUNTRY     -  US
 AA5173  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5173
 AA5173                         *CURRENT SURVEY CONTROL
 AA5173  ______________________________________________________________________
 AA5173* NAD 83(2011) POSITION- 42 18 02.08252(N) 083 46 29.26395(W)   ADJUSTED
 AA5173* NAD 83(2011) ELLIP HT-   256.788 (meters)        (06/27/12)   ADJUSTED
 AA5173* NAD 83(2011) EPOCH   -  2010.00
 AA5173* NAVD 88 ORTHO HEIGHT -   290.673 (meters)      953.65  (feet) ADJUSTED
 AA5173  ______________________________________________________________________
 AA5173  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 AA5173  NAD 83(2011) X  -    512,339.812 (meters)                     COMP
 AA5173  NAD 83(2011) Y  - -4,696,923.221 (meters)                     COMP
 AA5173  NAD 83(2011) Z  -  4,270,529.408 (meters)                     COMP
 AA5173  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 AA5173  DYNAMIC HEIGHT  -        290.583 (meters)      953.35  (feet) COMP
 AA5173  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 AA5173
 AA5173  VERT ORDER      -  SECOND    CLASS II
 AA5173
 AA5173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5173  Standards:
 AA5173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5173  -------------------------------------------------------------------
 AA5173  NETWORK    1.89   2.96           0.83   0.71   1.51      0.03420645
 AA5173  -------------------------------------------------------------------
 AA5173  Click here for local accuracies and other accuracy information.
 AA5173
 AA5173.The horizontal coordinates were established by GPS observations
 AA5173.and adjusted by the National Geodetic Survey in June 2012.
 AA5173
 AA5173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5173.been affixed to the stable North American tectonic plate. See 
 AA5173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5173
 AA5173.The horizontal coordinates are valid at the epoch date displayed above
 AA5173.which is a decimal equivalence of Year/Month/Day.
 AA5173
 AA5173.The orthometric height was determined by differential leveling and
 AA5173.adjusted by the NATIONAL GEODETIC SURVEY
 AA5173.in August 1995.
 AA5173
 AA5173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5173.GEOID18 height accuracy estimate available here.
 AA5173
 AA5173.Click photographs - Photos may exist for this station.
 AA5173
 AA5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5173
 AA5173.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5173
 AA5173.The ellipsoidal height was determined by GPS observations
 AA5173.and is referenced to NAD 83.
 AA5173
 AA5173.The dynamic height is computed by dividing the NAVD 88
 AA5173.geopotential number by the normal gravity value computed on the
 AA5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5173.degrees latitude (g = 980.6199 gals.).
 AA5173
 AA5173.The modeled gravity was interpolated from observed gravity values.
 AA5173
 AA5173. The following values were computed from the NAD 83(2011) position.
 AA5173
 AA5173;                    North         East     Units Scale Factor Converg.
 AA5173;SPC MI S     -    89,098.319 4,048,803.099   MT  0.99995855   +0 24 10.0
 AA5173;SPC MI S     -   292,317.32 13,283,474.73   iFT  0.99995855   +0 24 10.0
 AA5173;UTM  17      - 4,686,879.057   271,274.111   MT  1.00024374   -1 52 05.9
 AA5173
 AA5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5173!SPC MI S     -   0.99995973  x   0.99995855  =   0.99991828
 AA5173!UTM  17      -   0.99995973  x   1.00024374  =   1.00020346
 AA5173
 AA5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7127486879(NAD 83)
 AA5173
 AA5173                          SUPERSEDED SURVEY CONTROL
 AA5173
 AA5173  NAD 83(2007)-  42 18 02.08268(N)    083 46 29.26471(W) AD(2002.00) 0
 AA5173  ELLIP H (02/10/07)  256.810  (m)                       GP(2002.00)    
 AA5173  ELLIP H (07/12/02)  256.863  (m)                       GP(       ) 4 1
 AA5173  NAD 83(1994)-  42 18 02.08283(N)    083 46 29.26352(W) AD(       ) 1
 AA5173  ELLIP H (02/03/97)  256.892  (m)                       GP(       ) 4 1
 AA5173  NAD 83(1986)-  42 18 02.08779(N)    083 46 29.28954(W) AD(       ) 1
 AA5173  NAVD 88 (09/30/94)  290.7    (m)  GEOID93  model used  GPS OBS        
 AA5173
 AA5173.Superseded values are not recommended for survey control.
 AA5173
 AA5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5173.See file dsdata.pdf to determine how the superseded data were derived.
 AA5173
 AA5173_MARKER: DD = SURVEY DISK
 AA5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5173_STAMPING: 0004A
 AA5173_MARK LOGO: MI0150
 AA5173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5173+STABILITY: SURFACE MOTION
 AA5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5173+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5173
 AA5173  HISTORY     - Date     Condition        Report By
 AA5173  HISTORY     - 1993     MONUMENTED       MI0150
 AA5173  HISTORY     - 19930809 GOOD             WOOLPT
 AA5173  HISTORY     - 19931101 GOOD             WOOLPT
 AA5173  HISTORY     - 20030319 GOOD             USPSQD
 AA5173  HISTORY     - 20160503 GOOD             MI0150
 AA5173
 AA5173                          STATION DESCRIPTION
 AA5173
 AA5173'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5173'STATION 0004A IS LOCATED ON THE SOUTH SIDE OF M-14, AT THE CITY OF ANN
 AA5173'ARBOR SLUDGE POND, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION
 AA5173'19, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5173'IS LOCATED 33 FT (10.1 M) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE ALONG
 AA5173'THE SOUTH SIDE OF M-14, 200 FT (61.0 M) EASTERLY OF THE ANGLE POINT IN
 AA5173'THE SOUTH RIGHT-OF-WAY FENCE ALONG THE SOUTH SIDE OF M-14 AT THE
 AA5173'MILLER ROAD ENTRANCE RAMP, AND 10 FT (3.0 M) NORTH OF THE NORTH BANK
 AA5173'OF THE SLUDGE POND TO THE CITY OF ANN ARBOR WATER TREATMENT PLANT.
 AA5173'SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5173'1993 EDITION OF THE CITY OF ANN ARBOR DISC, SET IN CONCRETE PER DETAIL
 AA5173'I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5173'ARBOR IN 1993 AND IS PAIRED WITH POINT 0004B.
 AA5173
 AA5173                          STATION RECOVERY (1993)
 AA5173
 AA5173'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5173'RECOVERED AS DESCRIBED.
 AA5173
 AA5173                          STATION RECOVERY (2003)
 AA5173
 AA5173'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAS)
 AA5173'RECOVERED IN GOOD CONDITION.
 AA5173
 AA5173                          STATION RECOVERY (2016)
 AA5173
 AA5173'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5174 ***********************************************************************
 AA5174  DESIGNATION -  0004B
 AA5174  PID         -  AA5174
 AA5174  STATE/COUNTY-  MI/WASHTENAW
 AA5174  COUNTRY     -  US
 AA5174  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5174
 AA5174                         *CURRENT SURVEY CONTROL
 AA5174  ______________________________________________________________________
 AA5174* NAD 83(2011) POSITION- 42 17 54.90332(N) 083 45 57.40333(W)   ADJUSTED
 AA5174* NAD 83(2011) ELLIP HT-   265.990 (meters)        (06/27/12)   ADJUSTED
 AA5174* NAD 83(2011) EPOCH   -  2010.00
 AA5174* NAVD 88 ORTHO HEIGHT -   299.896 (meters)      983.91  (feet) ADJUSTED
 AA5174  ______________________________________________________________________
 AA5174  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 AA5174  NAD 83(2011) X  -    513,082.243 (meters)                     COMP
 AA5174  NAD 83(2011) Y  - -4,696,998.999 (meters)                     COMP
 AA5174  NAD 83(2011) Z  -  4,270,371.753 (meters)                     COMP
 AA5174  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AA5174  DYNAMIC HEIGHT  -        299.803 (meters)      983.60  (feet) COMP
 AA5174  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 AA5174
 AA5174  VERT ORDER      -  SECOND    CLASS II
 AA5174
 AA5174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5174  Standards:
 AA5174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5174  -------------------------------------------------------------------
 AA5174  NETWORK    1.86   2.72           0.82   0.69   1.39      0.01937769
 AA5174  -------------------------------------------------------------------
 AA5174  Click here for local accuracies and other accuracy information.
 AA5174
 AA5174.The horizontal coordinates were established by GPS observations
 AA5174.and adjusted by the National Geodetic Survey in June 2012.
 AA5174
 AA5174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5174.been affixed to the stable North American tectonic plate. See 
 AA5174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5174
 AA5174.The horizontal coordinates are valid at the epoch date displayed above
 AA5174.which is a decimal equivalence of Year/Month/Day.
 AA5174
 AA5174.The orthometric height was determined by differential leveling and
 AA5174.adjusted by the NATIONAL GEODETIC SURVEY
 AA5174.in August 1995.
 AA5174
 AA5174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5174.GEOID18 height accuracy estimate available here.
 AA5174
 AA5174.Click photographs - Photos may exist for this station.
 AA5174
 AA5174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5174
 AA5174.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5174
 AA5174.The ellipsoidal height was determined by GPS observations
 AA5174.and is referenced to NAD 83.
 AA5174
 AA5174.The dynamic height is computed by dividing the NAVD 88
 AA5174.geopotential number by the normal gravity value computed on the
 AA5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5174.degrees latitude (g = 980.6199 gals.).
 AA5174
 AA5174.The modeled gravity was interpolated from observed gravity values.
 AA5174
 AA5174. The following values were computed from the NAD 83(2011) position.
 AA5174
 AA5174;                    North         East     Units Scale Factor Converg.
 AA5174;SPC MI S     -    88,881.986 4,049,534.414   MT  0.99995890   +0 24 31.7
 AA5174;SPC MI S     -   291,607.57 13,285,874.06   iFT  0.99995890   +0 24 31.7
 AA5174;UTM  17      - 4,686,633.844   271,996.483   MT  1.00023968   -1 51 44.2
 AA5174
 AA5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5174!SPC MI S     -   0.99995828  x   0.99995890  =   0.99991719
 AA5174!UTM  17      -   0.99995828  x   1.00023968  =   1.00019795
 AA5174
 AA5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7199686633(NAD 83)
 AA5174
 AA5174                          SUPERSEDED SURVEY CONTROL
 AA5174
 AA5174  NAD 83(2007)-  42 17 54.90348(N)    083 45 57.40408(W) AD(2002.00) 0
 AA5174  ELLIP H (02/10/07)  266.012  (m)                       GP(2002.00)    
 AA5174  ELLIP H (07/12/02)  266.064  (m)                       GP(       ) 4 1
 AA5174  NAD 83(1994)-  42 17 54.90356(N)    083 45 57.40294(W) AD(       ) 1
 AA5174  ELLIP H (02/03/97)  266.093  (m)                       GP(       ) 4 1
 AA5174  NAD 83(1986)-  42 17 54.90865(N)    083 45 57.42902(W) AD(       ) 1
 AA5174  NAVD 88 (09/30/94)  299.9    (m)  GEOID93  model used  GPS OBS        
 AA5174
 AA5174.Superseded values are not recommended for survey control.
 AA5174
 AA5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5174.See file dsdata.pdf to determine how the superseded data were derived.
 AA5174
 AA5174_MARKER: DD = SURVEY DISK
 AA5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5174_STAMPING: 0004B
 AA5174_MARK LOGO: MI0150
 AA5174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5174+STABILITY: SURFACE MOTION
 AA5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5174+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5174
 AA5174  HISTORY     - Date     Condition        Report By
 AA5174  HISTORY     - 1993     MONUMENTED       MI0150
 AA5174  HISTORY     - 19930809 GOOD             WOOLPT
 AA5174  HISTORY     - 19931101 GOOD             WOOLPT
 AA5174  HISTORY     - 20160503 GOOD             MI0150
 AA5174
 AA5174                          STATION DESCRIPTION
 AA5174
 AA5174'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5174'STATION 0004B IS LOCATED ON THE WEST SIDE OF NEWPORT ROAD, ON THE
 AA5174'SOUTH SIDE OF M-14, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5174'19, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5174'IS LOCATED 3 FT (0.9 M) WEST OF THE GUARDRAIL ON THE WEST SIDE ALONH
 AA5174'NEWPORT ROAD AND 3 FT (0.9 M) SOUTH OF THE SOUTHERLY EDGE OF THE
 AA5174'SOUTHERLY CONCRETE BRIDGE ABUTMENT TO M-14. SAID STATION IS A PRIMARY
 AA5174'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5174'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH
 AA5174'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5174'PAIRED WITH POINT 0004A.
 AA5174
 AA5174                          STATION RECOVERY (1993)
 AA5174
 AA5174'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5174'RECOVERED AS DESCRIBED.
 AA5174
 AA5174                          STATION RECOVERY (2016)
 AA5174
 AA5174'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5179 ***********************************************************************
 AA5179  DESIGNATION -  0005A
 AA5179  PID         -  AA5179
 AA5179  STATE/COUNTY-  MI/WASHTENAW
 AA5179  COUNTRY     -  US
 AA5179  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5179
 AA5179                         *CURRENT SURVEY CONTROL
 AA5179  ______________________________________________________________________
 AA5179* NAD 83(2011) POSITION- 42 17 33.25035(N) 083 42 19.56395(W)   ADJUSTED
 AA5179* NAD 83(2011) ELLIP HT-   214.808 (meters)        (06/27/12)   ADJUSTED
 AA5179* NAD 83(2011) EPOCH   -  2010.00
 AA5179* NAVD 88 ORTHO HEIGHT -   248.771 (meters)      816.18  (feet) ADJUSTED
 AA5179  ______________________________________________________________________
 AA5179  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 AA5179  NAD 83(2011) X  -    518,087.673 (meters)                     COMP
 AA5179  NAD 83(2011) Y  - -4,696,863.789 (meters)                     COMP
 AA5179  NAD 83(2011) Z  -  4,269,843.102 (meters)                     COMP
 AA5179  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 AA5179  DYNAMIC HEIGHT  -        248.692 (meters)      815.92  (feet) COMP
 AA5179  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 AA5179
 AA5179  VERT ORDER      -  SECOND    CLASS II
 AA5179
 AA5179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5179  Standards:
 AA5179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5179  -------------------------------------------------------------------
 AA5179  NETWORK    1.79   2.65           0.79   0.66   1.35      0.04365643
 AA5179  -------------------------------------------------------------------
 AA5179  Click here for local accuracies and other accuracy information.
 AA5179
 AA5179.The horizontal coordinates were established by GPS observations
 AA5179.and adjusted by the National Geodetic Survey in June 2012.
 AA5179
 AA5179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5179.been affixed to the stable North American tectonic plate. See 
 AA5179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5179
 AA5179.The horizontal coordinates are valid at the epoch date displayed above
 AA5179.which is a decimal equivalence of Year/Month/Day.
 AA5179
 AA5179.The orthometric height was determined by differential leveling and
 AA5179.adjusted by the NATIONAL GEODETIC SURVEY
 AA5179.in August 1995.
 AA5179
 AA5179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5179.GEOID18 height accuracy estimate available here.
 AA5179
 AA5179.Click photographs - Photos may exist for this station.
 AA5179
 AA5179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5179
 AA5179.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5179
 AA5179.The ellipsoidal height was determined by GPS observations
 AA5179.and is referenced to NAD 83.
 AA5179
 AA5179.The dynamic height is computed by dividing the NAVD 88
 AA5179.geopotential number by the normal gravity value computed on the
 AA5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5179.degrees latitude (g = 980.6199 gals.).
 AA5179
 AA5179.The modeled gravity was interpolated from observed gravity values.
 AA5179
 AA5179. The following values were computed from the NAD 83(2011) position.
 AA5179
 AA5179;                    North         East     Units Scale Factor Converg.
 AA5179;SPC MI S     -    88,251.320 4,054,529.188   MT  0.99995997   +0 26 60.0
 AA5179;SPC MI S     -   289,538.45 13,302,261.12   iFT  0.99995997   +0 26 60.0
 AA5179;UTM  17      - 4,685,805.514   276,963.663   MT  1.00021211   -1 49 16.6
 AA5179
 AA5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5179!SPC MI S     -   0.99996631  x   0.99995997  =   0.99992628
 AA5179!UTM  17      -   0.99996631  x   1.00021211  =   1.00017841
 AA5179
 AA5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7696385805(NAD 83)
 AA5179
 AA5179                          SUPERSEDED SURVEY CONTROL
 AA5179
 AA5179  NAD 83(2007)-  42 17 33.25051(N)    083 42 19.56470(W) AD(2002.00) 0
 AA5179  ELLIP H (02/10/07)  214.831  (m)                       GP(2002.00)    
 AA5179  ELLIP H (07/12/02)  214.885  (m)                       GP(       ) 4 1
 AA5179  NAD 83(1994)-  42 17 33.25057(N)    083 42 19.56357(W) AD(       ) 1
 AA5179  ELLIP H (02/03/97)  214.914  (m)                       GP(       ) 4 1
 AA5179  NAD 83(1986)-  42 17 33.25580(N)    083 42 19.58979(W) AD(       ) 1
 AA5179  NAVD 88 (09/30/94)  248.8    (m)  GEOID93  model used  GPS OBS        
 AA5179
 AA5179.Superseded values are not recommended for survey control.
 AA5179
 AA5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5179.See file dsdata.pdf to determine how the superseded data were derived.
 AA5179
 AA5179_MARKER: DB = BENCH MARK DISK
 AA5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5179_STAMPING: 0005A
 AA5179_MARK LOGO: MI0150
 AA5179_PROJECTION: PROJECTING 5 CENTIMETERS
 AA5179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5179+STABILITY: SURFACE MOTION
 AA5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5179+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2020
 AA5179
 AA5179  HISTORY     - Date     Condition        Report By
 AA5179  HISTORY     - 1993     MONUMENTED       MI0150
 AA5179  HISTORY     - 19930809 GOOD             WOOLPT
 AA5179  HISTORY     - 19931101 GOOD             WOOLPT
 AA5179  HISTORY     - 20010331 GOOD             NGS
 AA5179  HISTORY     - 20090304 GOOD             AHI
 AA5179  HISTORY     - 20111208 GOOD             STANTI
 AA5179  HISTORY     - 20160905 GOOD             MI0150
 AA5179  HISTORY     - 20200707 GOOD             MIDT
 AA5179
 AA5179                          STATION DESCRIPTION
 AA5179
 AA5179'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5179'STATION 0005A IS LOCATED ON THE GRASS TRAFFIC ISLAND BETWEEN
 AA5179'NORTHBOUND AND SOUTHBOUND HURON PARKWAY, APPROXIMATELY 900 FT (274.3
 AA5179'M) SOUTH OF HUBBARD ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5179'SECTION 22, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5179'STATION IS LOCATED APPROXIMATELY 325 FT (99.1 M) NORTH OF THE
 AA5179'VEHICULAR TURN AROUND BETWEEN HUBBARD ROAD AND GLAZIER WAY AND 8.93 FT
 AA5179'(2.72 M) EAST OF THE FIRE HYDRANT. SAID STATION IS A PRIMARY CONTROL
 AA5179'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5179'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5179'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5179'POINT 0005B.
 AA5179
 AA5179                          STATION RECOVERY (1993)
 AA5179
 AA5179'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5179'RECOVERED AS DESCRIBED.
 AA5179
 AA5179                          STATION RECOVERY (2001)
 AA5179
 AA5179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5179
 AA5179                          STATION RECOVERY (2009)
 AA5179
 AA5179'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 AA5179'RECOVERED IN GOOD CONDITION.
 AA5179
 AA5179                          STATION RECOVERY (2011)
 AA5179
 AA5179'RECOVERY NOTE BY STANTEC CONSULTING INC. 2011 (BDF)
 AA5179'RECOVERED AS DESCRIBED.
 AA5179
 AA5179                          STATION RECOVERY (2016)
 AA5179
 AA5179'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5179'RECOVERED IN GOOD CONDITION.
 AA5179
 AA5179                          STATION RECOVERY (2020)
 AA5179
 AA5179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AA5179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5192 ***********************************************************************
 AA5192  DESIGNATION -  0005B
 AA5192  PID         -  AA5192
 AA5192  STATE/COUNTY-  MI/WASHTENAW
 AA5192  COUNTRY     -  US
 AA5192  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5192
 AA5192                         *CURRENT SURVEY CONTROL
 AA5192  ______________________________________________________________________
 AA5192* NAD 83(2011) POSITION- 42 17 10.57023(N) 083 42 10.73651(W)   ADJUSTED
 AA5192* NAD 83(2011) ELLIP HT-   205.800 (meters)        (06/27/12)   ADJUSTED
 AA5192* NAD 83(2011) EPOCH   -  2010.00
 AA5192* NAVD 88 ORTHO HEIGHT -   239.815 (meters)      786.79  (feet) ADJUSTED
 AA5192  ______________________________________________________________________
 AA5192  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 AA5192  NAD 83(2011) X  -    518,339.601 (meters)                     COMP
 AA5192  NAD 83(2011) Y  - -4,697,303.042 (meters)                     COMP
 AA5192  NAD 83(2011) Z  -  4,269,319.343 (meters)                     COMP
 AA5192  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AA5192  DYNAMIC HEIGHT  -        239.738 (meters)      786.54  (feet) COMP
 AA5192  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 AA5192
 AA5192  VERT ORDER      -  SECOND    CLASS II
 AA5192
 AA5192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5192  Standards:
 AA5192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5192  -------------------------------------------------------------------
 AA5192  NETWORK    1.99   2.90           0.86   0.76   1.48      0.03188429
 AA5192  -------------------------------------------------------------------
 AA5192  Click here for local accuracies and other accuracy information.
 AA5192
 AA5192.The horizontal coordinates were established by GPS observations
 AA5192.and adjusted by the National Geodetic Survey in June 2012.
 AA5192
 AA5192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5192.been affixed to the stable North American tectonic plate. See 
 AA5192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5192
 AA5192.The horizontal coordinates are valid at the epoch date displayed above
 AA5192.which is a decimal equivalence of Year/Month/Day.
 AA5192
 AA5192.The orthometric height was determined by differential leveling and
 AA5192.adjusted by the NATIONAL GEODETIC SURVEY
 AA5192.in August 1995.
 AA5192
 AA5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5192.GEOID18 height accuracy estimate available here.
 AA5192
 AA5192.Click photographs - Photos may exist for this station.
 AA5192
 AA5192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5192
 AA5192.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5192
 AA5192.The ellipsoidal height was determined by GPS observations
 AA5192.and is referenced to NAD 83.
 AA5192
 AA5192.The dynamic height is computed by dividing the NAVD 88
 AA5192.geopotential number by the normal gravity value computed on the
 AA5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5192.degrees latitude (g = 980.6199 gals.).
 AA5192
 AA5192.The modeled gravity was interpolated from observed gravity values.
 AA5192
 AA5192. The following values were computed from the NAD 83(2011) position.
 AA5192
 AA5192;                    North         East     Units Scale Factor Converg.
 AA5192;SPC MI S     -    87,553.159 4,054,736.912   MT  0.99996110   +0 27 06.0
 AA5192;SPC MI S     -   287,247.90 13,302,942.62   iFT  0.99996110   +0 27 06.0
 AA5192;UTM  17      - 4,685,099.493   277,143.602   MT  1.00021112   -1 49 09.9
 AA5192
 AA5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5192!SPC MI S     -   0.99996772  x   0.99996110  =   0.99992883
 AA5192!UTM  17      -   0.99996772  x   1.00021112  =   1.00017884
 AA5192
 AA5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7714385099(NAD 83)
 AA5192
 AA5192                          SUPERSEDED SURVEY CONTROL
 AA5192
 AA5192  NAD 83(2007)-  42 17 10.57039(N)    083 42 10.73726(W) AD(2002.00) 0
 AA5192  ELLIP H (02/10/07)  205.823  (m)                       GP(2002.00)    
 AA5192  ELLIP H (07/12/02)  205.877  (m)                       GP(       ) 4 1
 AA5192  NAD 83(1994)-  42 17 10.57044(N)    083 42 10.73613(W) AD(       ) 1
 AA5192  ELLIP H (02/03/97)  205.905  (m)                       GP(       ) 4 1
 AA5192  NAD 83(1986)-  42 17 10.57568(N)    083 42 10.76236(W) AD(       ) 1
 AA5192  NAVD 88 (09/30/94)  239.8    (m)  GEOID93  model used  GPS OBS        
 AA5192
 AA5192.Superseded values are not recommended for survey control.
 AA5192
 AA5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5192.See file dsdata.pdf to determine how the superseded data were derived.
 AA5192
 AA5192_MARKER: DB = BENCH MARK DISK
 AA5192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5192_STAMPING: 0005B
 AA5192_MARK LOGO: MI0150
 AA5192_PROJECTION: FLUSH
 AA5192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5192+STABILITY: SURFACE MOTION
 AA5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5192+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5192
 AA5192  HISTORY     - Date     Condition        Report By
 AA5192  HISTORY     - 1993     MONUMENTED       MI0150
 AA5192  HISTORY     - 19930809 GOOD             WOOLPT
 AA5192  HISTORY     - 19931101 GOOD             WOOLPT
 AA5192  HISTORY     - 20010331 GOOD             NGS
 AA5192  HISTORY     - 20111208 GOOD             STANTI
 AA5192  HISTORY     - 20160905 GOOD             MI0150
 AA5192
 AA5192                          STATION DESCRIPTION
 AA5192
 AA5192'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5192'STATION 0005B IS LOCATED IN THE GRASS TRAFFIC ISLAND BETWEEN
 AA5192'NORTHBOUND AND SOUTHBOUND HURON PARKWAY, APPROXIMATELY 600 FT (182.9
 AA5192'M) SOUTH OF GLAZIER WAY, SAID STATION BEING IN THE NORTHEAST 1/4 OF
 AA5192'SECTION 27, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5192'STATION IS LOCATED APPROXIMATELY 600 FT (182.9 M) SOUTH OF THE BACK OF
 AA5192'CURB AT THE NORTHERLY BULLMOSE OF THE GRASS TRAFFIC ISLAND SOUTH OF
 AA5192'GLAZIER WAY AND 28.5 FT (8.7 M) SOUTHWEST OF THE BACK OF CURB ALONG
 AA5192'THE EASTERLY SIDE OF THE GRASS TRAFFIC ISLAND. SAID STATION IS A
 AA5192'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5192'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5192'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5192'1993 AND IS PAIRED WITH POINT 0005A.
 AA5192
 AA5192                          STATION RECOVERY (1993)
 AA5192
 AA5192'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5192'RECOVERED AS DESCRIBED.
 AA5192
 AA5192                          STATION RECOVERY (2001)
 AA5192
 AA5192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5192
 AA5192                          STATION RECOVERY (2011)
 AA5192
 AA5192'RECOVERY NOTE BY STANTEC CONSULTING INC. 2011 (BDF)
 AA5192'RECOVERED AS DESCRIBED.
 AA5192
 AA5192                          STATION RECOVERY (2016)
 AA5192
 AA5192'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5178 ***********************************************************************
 AA5178  DESIGNATION -  0006A
 AA5178  PID         -  AA5178
 AA5178  STATE/COUNTY-  MI/WASHTENAW
 AA5178  COUNTRY     -  US
 AA5178  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5178
 AA5178                         *CURRENT SURVEY CONTROL
 AA5178  ______________________________________________________________________
 AA5178* NAD 83(2011) POSITION- 42 19 16.80218(N) 083 44 08.52405(W)   ADJUSTED
 AA5178* NAD 83(2011) ELLIP HT-   255.099 (meters)        (06/27/12)   ADJUSTED
 AA5178* NAD 83(2011) EPOCH   -  2010.00
 AA5178* NAVD 88 ORTHO HEIGHT -   288.950 (meters)      948.00  (feet) ADJUSTED
 AA5178  ______________________________________________________________________
 AA5178  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 AA5178  NAD 83(2011) X  -    515,375.041 (meters)                     COMP
 AA5178  NAD 83(2011) Y  - -4,695,028.549 (meters)                     COMP
 AA5178  NAD 83(2011) Z  -  4,272,233.264 (meters)                     COMP
 AA5178  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AA5178  DYNAMIC HEIGHT  -        288.861 (meters)      947.70  (feet) COMP
 AA5178  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 AA5178
 AA5178  VERT ORDER      -  SECOND    CLASS II
 AA5178
 AA5178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5178  Standards:
 AA5178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5178  -------------------------------------------------------------------
 AA5178  NETWORK    1.79   2.65           0.79   0.66   1.35      0.02931232
 AA5178  -------------------------------------------------------------------
 AA5178  Click here for local accuracies and other accuracy information.
 AA5178
 AA5178.The horizontal coordinates were established by GPS observations
 AA5178.and adjusted by the National Geodetic Survey in June 2012.
 AA5178
 AA5178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5178.been affixed to the stable North American tectonic plate. See 
 AA5178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5178
 AA5178.The horizontal coordinates are valid at the epoch date displayed above
 AA5178.which is a decimal equivalence of Year/Month/Day.
 AA5178
 AA5178.The orthometric height was determined by differential leveling and
 AA5178.adjusted by the NATIONAL GEODETIC SURVEY
 AA5178.in August 1995.
 AA5178
 AA5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5178.GEOID18 height accuracy estimate available here.
 AA5178
 AA5178.Click photographs - Photos may exist for this station.
 AA5178
 AA5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5178
 AA5178.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5178
 AA5178.The ellipsoidal height was determined by GPS observations
 AA5178.and is referenced to NAD 83.
 AA5178
 AA5178.The dynamic height is computed by dividing the NAVD 88
 AA5178.geopotential number by the normal gravity value computed on the
 AA5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5178.degrees latitude (g = 980.6199 gals.).
 AA5178
 AA5178.The modeled gravity was interpolated from observed gravity values.
 AA5178
 AA5178. The following values were computed from the NAD 83(2011) position.
 AA5178
 AA5178;                    North         East     Units Scale Factor Converg.
 AA5178;SPC MI S     -    91,427.067 4,052,009.318   MT  0.99995495   +0 25 45.8
 AA5178;SPC MI S     -   299,957.57 13,293,993.83   iFT  0.99995495   +0 25 45.8
 AA5178;UTM  17      - 4,689,079.503   274,571.029   MT  1.00022531   -1 50 33.7
 AA5178
 AA5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5178!SPC MI S     -   0.99995999  x   0.99995495  =   0.99991494
 AA5178!UTM  17      -   0.99995999  x   1.00022531  =   1.00018529
 AA5178
 AA5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7457189079(NAD 83)
 AA5178
 AA5178                          SUPERSEDED SURVEY CONTROL
 AA5178
 AA5178  NAD 83(2007)-  42 19 16.80234(N)    083 44 08.52480(W) AD(2002.00) 0
 AA5178  ELLIP H (02/10/07)  255.121  (m)                       GP(2002.00)    
 AA5178  ELLIP H (07/12/02)  255.173  (m)                       GP(       ) 4 1
 AA5178  NAD 83(1994)-  42 19 16.80241(N)    083 44 08.52367(W) AD(       ) 1
 AA5178  ELLIP H (02/03/97)  255.202  (m)                       GP(       ) 4 1
 AA5178  NAD 83(1986)-  42 19 16.80760(N)    083 44 08.54988(W) AD(       ) 1
 AA5178  NAVD 88 (09/30/94)  288.9    (m)  GEOID93  model used  GPS OBS        
 AA5178
 AA5178.Superseded values are not recommended for survey control.
 AA5178
 AA5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5178.See file dsdata.pdf to determine how the superseded data were derived.
 AA5178
 AA5178_MARKER: DD = SURVEY DISK
 AA5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5178_STAMPING: 0006A
 AA5178_MARK LOGO: MI0150
 AA5178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5178+STABILITY: SURFACE MOTION
 AA5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5178+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5178
 AA5178  HISTORY     - Date     Condition        Report By
 AA5178  HISTORY     - 1993     MONUMENTED       MI0150
 AA5178  HISTORY     - 19930809 GOOD             WOOLPT
 AA5178  HISTORY     - 19931101 GOOD             WOOLPT
 AA5178  HISTORY     - 20160503 GOOD             MI0150
 AA5178
 AA5178                          STATION DESCRIPTION
 AA5178
 AA5178'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5178'STATION 0006A IS LOCATED ON THE EAST SIDE OF PONTIAC TRAIL, SOUTHERLY
 AA5178'OF THE NORTHBOUND/WESTBOUND US-23/M-14, SAID STATION BEING IN THE
 AA5178'SOUTHWEST 1/4 OF SECTION 9, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION
 AA5178'IS LOCATED 6 FT (1.8 M) SOUTH OF THE SOUTHERLY ABUTMENT TO THE PONTIAC
 AA5178'TRAIL BRIDGE OVER NORTHBOUND/WESTBOUND US-23/M-14 AND 4 FT (1.2 M)
 AA5178'EAST OF THE GUARDRAIL ALONG THE EAST SIDE OF PONTIAC TRAIL.
 AA5178'
 AA5178'NOTE - THE AFOREMENTIONED BRIDGE IS THE NORTHERLY OF THE 2 BRIDGES OF
 AA5178'PONTIAC TRAIL OVER US-23/M-14. SAID STATION IS A PRIMARY CONTROL
 AA5178'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5178'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5178'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5178'POINT 0006B.
 AA5178
 AA5178                          STATION RECOVERY (1993)
 AA5178
 AA5178'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5178'RECOVERED AS DESCRIBED.
 AA5178
 AA5178                          STATION RECOVERY (2016)
 AA5178
 AA5178'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5180 ***********************************************************************
 AA5180  DESIGNATION -  0006B
 AA5180  PID         -  AA5180
 AA5180  STATE/COUNTY-  MI/WASHTENAW
 AA5180  COUNTRY     -  US
 AA5180  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5180
 AA5180                         *CURRENT SURVEY CONTROL
 AA5180  ______________________________________________________________________
 AA5180* NAD 83(2011) POSITION- 42 19 27.72119(N) 083 42 29.43604(W)   ADJUSTED
 AA5180* NAD 83(2011) ELLIP HT-   258.252 (meters)        (06/27/12)   ADJUSTED
 AA5180* NAD 83(2011) EPOCH   -  2010.00
 AA5180* NAVD 88 ORTHO HEIGHT -   292.104 (meters)      958.34  (feet) ADJUSTED
 AA5180  ______________________________________________________________________
 AA5180  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 AA5180  NAD 83(2011) X  -    517,605.831 (meters)                     COMP
 AA5180  NAD 83(2011) Y  - -4,694,557.255 (meters)                     COMP
 AA5180  NAD 83(2011) Z  -  4,272,484.497 (meters)                     COMP
 AA5180  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AA5180  DYNAMIC HEIGHT  -        292.014 (meters)      958.05  (feet) COMP
 AA5180  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 AA5180
 AA5180  VERT ORDER      -  SECOND    CLASS II
 AA5180
 AA5180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5180  Standards:
 AA5180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5180  -------------------------------------------------------------------
 AA5180  NETWORK    1.97   2.90           0.88   0.72   1.48      0.02034181
 AA5180  -------------------------------------------------------------------
 AA5180  Click here for local accuracies and other accuracy information.
 AA5180
 AA5180.The horizontal coordinates were established by GPS observations
 AA5180.and adjusted by the National Geodetic Survey in June 2012.
 AA5180
 AA5180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5180.been affixed to the stable North American tectonic plate. See 
 AA5180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5180
 AA5180.The horizontal coordinates are valid at the epoch date displayed above
 AA5180.which is a decimal equivalence of Year/Month/Day.
 AA5180
 AA5180.The orthometric height was determined by differential leveling and
 AA5180.adjusted by the NATIONAL GEODETIC SURVEY
 AA5180.in August 1995.
 AA5180
 AA5180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5180.GEOID18 height accuracy estimate available here.
 AA5180
 AA5180.Click photographs - Photos may exist for this station.
 AA5180
 AA5180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5180
 AA5180.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5180
 AA5180.The ellipsoidal height was determined by GPS observations
 AA5180.and is referenced to NAD 83.
 AA5180
 AA5180.The dynamic height is computed by dividing the NAVD 88
 AA5180.geopotential number by the normal gravity value computed on the
 AA5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5180.degrees latitude (g = 980.6199 gals.).
 AA5180
 AA5180.The modeled gravity was interpolated from observed gravity values.
 AA5180
 AA5180. The following values were computed from the NAD 83(2011) position.
 AA5180
 AA5180;                    North         East     Units Scale Factor Converg.
 AA5180;SPC MI S     -    91,781.326 4,054,275.427   MT  0.99995443   +0 26 53.2
 AA5180;SPC MI S     -   301,119.84 13,301,428.57   iFT  0.99995443   +0 26 53.2
 AA5180;UTM  17      - 4,689,343.708   276,850.003   MT  1.00021273   -1 49 27.3
 AA5180
 AA5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5180!SPC MI S     -   0.99995950  x   0.99995443  =   0.99991393
 AA5180!UTM  17      -   0.99995950  x   1.00021273  =   1.00017222
 AA5180
 AA5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7685089343(NAD 83)
 AA5180
 AA5180                          SUPERSEDED SURVEY CONTROL
 AA5180
 AA5180  NAD 83(2007)-  42 19 27.72135(N)    083 42 29.43679(W) AD(2002.00) 0
 AA5180  ELLIP H (02/10/07)  258.275  (m)                       GP(2002.00)    
 AA5180  ELLIP H (07/12/02)  258.326  (m)                       GP(       ) 4 1
 AA5180  NAD 83(1994)-  42 19 27.72137(N)    083 42 29.43567(W) AD(       ) 1
 AA5180  ELLIP H (02/03/97)  258.355  (m)                       GP(       ) 4 1
 AA5180  NAD 83(1986)-  42 19 27.72659(N)    083 42 29.46189(W) AD(       ) 1
 AA5180  NAVD 88 (09/30/94)  292.1    (m)  GEOID93  model used  GPS OBS        
 AA5180
 AA5180.Superseded values are not recommended for survey control.
 AA5180
 AA5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5180.See file dsdata.pdf to determine how the superseded data were derived.
 AA5180
 AA5180_MARKER: DD = SURVEY DISK
 AA5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5180_STAMPING: 0006B
 AA5180_MARK LOGO: MI0150
 AA5180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5180+STABILITY: SURFACE MOTION
 AA5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5180+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2016
 AA5180
 AA5180  HISTORY     - Date     Condition        Report By
 AA5180  HISTORY     - 1993     MONUMENTED       MI0150
 AA5180  HISTORY     - 19930809 GOOD             WOOLPT
 AA5180  HISTORY     - 19931101 GOOD             WOOLPT
 AA5180  HISTORY     - 20160904 GOOD             MI0150
 AA5180
 AA5180                          STATION DESCRIPTION
 AA5180
 AA5180'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5180'STATION 0006B IS LOCATED ON THE WESTERLY SIDE OF NIXON ROAD, NORTH OF
 AA5180'US-23/M-14, SAID STATION BEING IN THE EAST 1/2 OF SECTION 11, ANN
 AA5180'ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 5 FT (1.5 M) EAST OF
 AA5180'THE NORTH-SOUTH LINE OF THE JOG IN THE RIGHT-OF-WAY FENCE AND 5 FT
 AA5180'(1.5 M) NORTH OF THE SOUTHERLY EAST-WEST LINE OF THE RIGHT-OF-WAY
 AA5180'FENCE. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5180'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5180'PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5180'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0006A.
 AA5180
 AA5180                          STATION RECOVERY (1993)
 AA5180
 AA5180'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5180'RECOVERED AS DESCRIBED.
 AA5180
 AA5180                          STATION RECOVERY (2016)
 AA5180
 AA5180'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5181 ***********************************************************************
 AA5181  DESIGNATION -  0007 A
 AA5181  PID         -  AA5181
 AA5181  STATE/COUNTY-  MI/WASHTENAW
 AA5181  COUNTRY     -  US
 AA5181  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5181
 AA5181                         *CURRENT SURVEY CONTROL
 AA5181  ______________________________________________________________________
 AA5181* NAD 83(2011) POSITION- 42 19 21.63831(N) 083 41 22.58136(W)   ADJUSTED
 AA5181* NAD 83(2011) ELLIP HT-   264.170 (meters)        (06/27/12)   ADJUSTED
 AA5181* NAD 83(2011) EPOCH   -  2010.00
 AA5181* NAVD 88 ORTHO HEIGHT -   298.033 (meters)      977.80  (feet) ADJUSTED
 AA5181  ______________________________________________________________________
 AA5181  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 AA5181  NAD 83(2011) X  -    519,141.779 (meters)                     COMP
 AA5181  NAD 83(2011) Y  - -4,694,519.205 (meters)                     COMP
 AA5181  NAD 83(2011) Z  -  4,272,349.706 (meters)                     COMP
 AA5181  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 AA5181  DYNAMIC HEIGHT  -        297.941 (meters)      977.49  (feet) COMP
 AA5181  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 AA5181
 AA5181  VERT ORDER      -  SECOND    CLASS II
 AA5181
 AA5181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5181  Standards:
 AA5181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5181  -------------------------------------------------------------------
 AA5181  NETWORK    2.09   3.02           0.92   0.78   1.54     -0.03561941
 AA5181  -------------------------------------------------------------------
 AA5181  Click here for local accuracies and other accuracy information.
 AA5181
 AA5181.The horizontal coordinates were established by GPS observations
 AA5181.and adjusted by the National Geodetic Survey in June 2012.
 AA5181
 AA5181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5181.been affixed to the stable North American tectonic plate. See 
 AA5181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5181
 AA5181.The horizontal coordinates are valid at the epoch date displayed above
 AA5181.which is a decimal equivalence of Year/Month/Day.
 AA5181
 AA5181.The orthometric height was determined by differential leveling and
 AA5181.adjusted by the NATIONAL GEODETIC SURVEY
 AA5181.in August 1995.
 AA5181
 AA5181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5181.GEOID18 height accuracy estimate available here.
 AA5181
 AA5181.Click photographs - Photos may exist for this station.
 AA5181
 AA5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5181
 AA5181.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5181
 AA5181.The ellipsoidal height was determined by GPS observations
 AA5181.and is referenced to NAD 83.
 AA5181
 AA5181.The dynamic height is computed by dividing the NAVD 88
 AA5181.geopotential number by the normal gravity value computed on the
 AA5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5181.degrees latitude (g = 980.6199 gals.).
 AA5181
 AA5181.The modeled gravity was interpolated from observed gravity values.
 AA5181
 AA5181. The following values were computed from the NAD 83(2011) position.
 AA5181
 AA5181;                    North         East     Units Scale Factor Converg.
 AA5181;SPC MI S     -    91,605.792 4,055,807.580   MT  0.99995472   +0 27 38.7
 AA5181;SPC MI S     -   300,543.94 13,306,455.31   iFT  0.99995472   +0 27 38.7
 AA5181;UTM  17      - 4,689,107.501   278,374.379   MT  1.00020439   -1 48 42.0
 AA5181
 AA5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5181!SPC MI S     -   0.99995857  x   0.99995472  =   0.99991329
 AA5181!UTM  17      -   0.99995857  x   1.00020439  =   1.00016295
 AA5181
 AA5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7837489107(NAD 83)
 AA5181
 AA5181                          SUPERSEDED SURVEY CONTROL
 AA5181
 AA5181  NAD 83(2007)-  42 19 21.63847(N)    083 41 22.58211(W) AD(2002.00) 0
 AA5181  ELLIP H (02/10/07)  264.192  (m)                       GP(2002.00)    
 AA5181  ELLIP H (07/12/02)  264.245  (m)                       GP(       ) 4 1
 AA5181  NAD 83(1994)-  42 19 21.63848(N)    083 41 22.58100(W) AD(       ) 1
 AA5181  ELLIP H (02/03/97)  264.274  (m)                       GP(       ) 4 1
 AA5181  NAD 83(1986)-  42 19 21.64371(N)    083 41 22.60723(W) AD(       ) 1
 AA5181  NAVD 88 (09/30/94)  298.0    (m)  GEOID93  model used  GPS OBS        
 AA5181
 AA5181.Superseded values are not recommended for survey control.
 AA5181
 AA5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5181.See file dsdata.pdf to determine how the superseded data were derived.
 AA5181
 AA5181_MARKER: DD = SURVEY DISK
 AA5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5181_STAMPING: 0007A
 AA5181_MARK LOGO: MI0150
 AA5181_PROJECTION: FLUSH
 AA5181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5181+STABILITY: SURFACE MOTION
 AA5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5181+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 AA5181
 AA5181  HISTORY     - Date     Condition        Report By
 AA5181  HISTORY     - 1993     MONUMENTED       MI0150
 AA5181  HISTORY     - 19930809 GOOD             WOOLPT
 AA5181  HISTORY     - 19931101 GOOD             WOOLPT
 AA5181  HISTORY     - 20031215 GOOD             ROWEIN
 AA5181  HISTORY     - 20060915 GOOD             ADVGEO
 AA5181  HISTORY     - 20160904 GOOD             MI0150
 AA5181  HISTORY     - 20200714 GOOD             MIDT
 AA5181
 AA5181                          STATION DESCRIPTION
 AA5181
 AA5181'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5181'STATION 0007A IS LOCATED ON THE SOUTH SIDE OF EASTBOUND M-14, EASTERLY
 AA5181'OF NORTHBOUND US-23 AND WESTERLY OF EASTBOUND M-14 FROM NORTHBOUND
 AA5181'US-23, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION 11, ANN
 AA5181'ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 10 FT (3.0 M) EAST OF
 AA5181'THE EASTERLY CONCRETE BRIDGE ABUTMENT TO THE HIGHEST EASTBOUND M-14
 AA5181'OVERPASS AND 3 FT (0.9 M) SOUTH OF THE GUARDRAIL ON THE SOUTHERLY SIDE
 AA5181'OF EASTBOUND M-14. SAID STATION IS PRIMARY CONTROL MONUMENT AND IS
 AA5181'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET
 AA5181'IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5181'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0007B.
 AA5181
 AA5181                          STATION RECOVERY (1993)
 AA5181
 AA5181'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5181'RECOVERED AS DESCRIBED.
 AA5181
 AA5181                          STATION RECOVERY (2003)
 AA5181
 AA5181'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TBM)
 AA5181'RECOVERED IN GOOD CONDITION.
 AA5181
 AA5181                          STATION RECOVERY (2006)
 AA5181
 AA5181'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JTA)
 AA5181'RECOVERED IN GOOD CONDITION.
 AA5181
 AA5181                          STATION RECOVERY (2016)
 AA5181
 AA5181'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5181'RECOVERED IN GOOD CONDITION.
 AA5181
 AA5181                          STATION RECOVERY (2020)
 AA5181
 AA5181'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AA5181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5182 ***********************************************************************
 AA5182  DESIGNATION -  0007B
 AA5182  PID         -  AA5182
 AA5182  STATE/COUNTY-  MI/WASHTENAW
 AA5182  COUNTRY     -  US
 AA5182  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5182
 AA5182                         *CURRENT SURVEY CONTROL
 AA5182  ______________________________________________________________________
 AA5182* NAD 83(2011) POSITION- 42 18 24.53259(N) 083 41 12.07043(W)   ADJUSTED
 AA5182* NAD 83(2011) ELLIP HT-   243.785 (meters)        (06/27/12)   ADJUSTED
 AA5182* NAD 83(2011) EPOCH   -  2010.00
 AA5182* NAVD 88 ORTHO HEIGHT -   277.709 (meters)      911.12  (feet) ADJUSTED
 AA5182  ______________________________________________________________________
 AA5182  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 AA5182  NAD 83(2011) X  -    519,509.791 (meters)                     COMP
 AA5182  NAD 83(2011) Y  - -4,695,656.811 (meters)                     COMP
 AA5182  NAD 83(2011) Z  -  4,271,032.992 (meters)                     COMP
 AA5182  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AA5182  DYNAMIC HEIGHT  -        277.622 (meters)      910.83  (feet) COMP
 AA5182  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 AA5182
 AA5182  VERT ORDER      -  SECOND    CLASS II
 AA5182
 AA5182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5182  Standards:
 AA5182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5182  -------------------------------------------------------------------
 AA5182  NETWORK    1.95   2.84           0.86   0.72   1.45     -0.00521055
 AA5182  -------------------------------------------------------------------
 AA5182  Click here for local accuracies and other accuracy information.
 AA5182
 AA5182.The horizontal coordinates were established by GPS observations
 AA5182.and adjusted by the National Geodetic Survey in June 2012.
 AA5182
 AA5182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5182.been affixed to the stable North American tectonic plate. See 
 AA5182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5182
 AA5182.The horizontal coordinates are valid at the epoch date displayed above
 AA5182.which is a decimal equivalence of Year/Month/Day.
 AA5182
 AA5182.The orthometric height was determined by differential leveling and
 AA5182.adjusted by the NATIONAL GEODETIC SURVEY
 AA5182.in August 1995.
 AA5182
 AA5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5182.GEOID18 height accuracy estimate available here.
 AA5182
 AA5182.Click photographs - Photos may exist for this station.
 AA5182
 AA5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5182
 AA5182.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5182
 AA5182.The ellipsoidal height was determined by GPS observations
 AA5182.and is referenced to NAD 83.
 AA5182
 AA5182.The dynamic height is computed by dividing the NAVD 88
 AA5182.geopotential number by the normal gravity value computed on the
 AA5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5182.degrees latitude (g = 980.6199 gals.).
 AA5182
 AA5182.The modeled gravity was interpolated from observed gravity values.
 AA5182
 AA5182. The following values were computed from the NAD 83(2011) position.
 AA5182
 AA5182;                    North         East     Units Scale Factor Converg.
 AA5182;SPC MI S     -    89,845.847 4,056,062.465   MT  0.99995745   +0 27 45.9
 AA5182;SPC MI S     -   294,769.84 13,307,291.55   iFT  0.99995745   +0 27 45.9
 AA5182;UTM  17      - 4,687,338.397   278,559.334   MT  1.00020338   -1 48 32.9
 AA5182
 AA5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5182!SPC MI S     -   0.99996177  x   0.99995745  =   0.99991922
 AA5182!UTM  17      -   0.99996177  x   1.00020338  =   1.00016514
 AA5182
 AA5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7855987338(NAD 83)
 AA5182
 AA5182                          SUPERSEDED SURVEY CONTROL
 AA5182
 AA5182  NAD 83(2007)-  42 18 24.53275(N)    083 41 12.07118(W) AD(2002.00) 0
 AA5182  ELLIP H (02/10/07)  243.807  (m)                       GP(2002.00)    
 AA5182  ELLIP H (07/12/02)  243.862  (m)                       GP(       ) 4 1
 AA5182  NAD 83(1994)-  42 18 24.53279(N)    083 41 12.07007(W) AD(       ) 1
 AA5182  ELLIP H (02/03/97)  243.891  (m)                       GP(       ) 4 1
 AA5182  NAD 83(1986)-  42 18 24.53803(N)    083 41 12.09630(W) AD(       ) 1
 AA5182  NAVD 88 (09/30/94)  277.7    (m)  GEOID93  model used  GPS OBS        
 AA5182
 AA5182.Superseded values are not recommended for survey control.
 AA5182
 AA5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5182.See file dsdata.pdf to determine how the superseded data were derived.
 AA5182
 AA5182_MARKER: DB = BENCH MARK DISK
 AA5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5182_STAMPING: 0007B
 AA5182_MARK LOGO: MI0150
 AA5182_PROJECTION: FLUSH
 AA5182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5182+STABILITY: SURFACE MOTION
 AA5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5182+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2016
 AA5182
 AA5182  HISTORY     - Date     Condition        Report By
 AA5182  HISTORY     - 1993     MONUMENTED       MI0150
 AA5182  HISTORY     - 19930809 GOOD             WOOLPT
 AA5182  HISTORY     - 19931101 GOOD             WOOLPT
 AA5182  HISTORY     - 20060915 GOOD             ADVGEO
 AA5182  HISTORY     - 20101020 GOOD             GEODES
 AA5182  HISTORY     - 20111219 GOOD             STANTI
 AA5182  HISTORY     - 20160904 GOOD             MI0150
 AA5182
 AA5182                          STATION DESCRIPTION
 AA5182
 AA5182'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5182'STATION 0007B IS LOCATED ON THE NORTH SIDE OF PLYMOUTH ROAD EAST OF
 AA5182'THE US-23 BRIDGE, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5182'14, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 30 FT (9.1 M)
 AA5182'EAST OF THE EAST EDGE OF THE EASTERLY CONCRETE BRIDGE ABUTMENT AND 3
 AA5182'FT (0.9 M) NORTH OF THE GUARDRAIL ALONG THE NORTH SIDE OF PLYMOUTH
 AA5182'ROAD. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5182'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5182'PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5182'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0007A.
 AA5182
 AA5182                          STATION RECOVERY (1993)
 AA5182
 AA5182'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5182'RECOVERED AS DESCRIBED.
 AA5182
 AA5182                          STATION RECOVERY (2006)
 AA5182
 AA5182'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JTA)
 AA5182'RECOVERED IN GOOD CONDITION.
 AA5182
 AA5182                          STATION RECOVERY (2010)
 AA5182
 AA5182'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2010 (GMB)
 AA5182'RECOVERED IN GOOD CONDITION.
 AA5182
 AA5182                          STATION RECOVERY (2011)
 AA5182
 AA5182'RECOVERY NOTE BY STANTEC CONSULTING INC. 2011 (BDF)
 AA5182'RECOVERED AS DESCRIBED.
 AA5182
 AA5182                          STATION RECOVERY (2016)
 AA5182
 AA5182'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5184 ***********************************************************************
 AA5184  DESIGNATION -  0008A
 AA5184  PID         -  AA5184
 AA5184  STATE/COUNTY-  MI/WASHTENAW
 AA5184  COUNTRY     -  US
 AA5184  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5184
 AA5184                         *CURRENT SURVEY CONTROL
 AA5184  ______________________________________________________________________
 AA5184* NAD 83(2011) POSITION- 42 16 28.23572(N) 083 40 35.68773(W)   ADJUSTED
 AA5184* NAD 83(2011) ELLIP HT-   215.523 (meters)        (06/27/12)   ADJUSTED
 AA5184* NAD 83(2011) EPOCH   -  2010.00
 AA5184* NAVD 88 ORTHO HEIGHT -   249.549 (meters)      818.73  (feet) ADJUSTED
 AA5184  ______________________________________________________________________
 AA5184  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 AA5184  NAD 83(2011) X  -    520,601.693 (meters)                     COMP
 AA5184  NAD 83(2011) Y  - -4,697,944.305 (meters)                     COMP
 AA5184  NAD 83(2011) Z  -  4,268,359.415 (meters)                     COMP
 AA5184  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AA5184  DYNAMIC HEIGHT  -        249.468 (meters)      818.46  (feet) COMP
 AA5184  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 AA5184
 AA5184  VERT ORDER      -  SECOND    CLASS II
 AA5184
 AA5184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5184  Standards:
 AA5184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5184  -------------------------------------------------------------------
 AA5184  NETWORK    2.09   2.80           0.95   0.73   1.43      0.11314865
 AA5184  -------------------------------------------------------------------
 AA5184  Click here for local accuracies and other accuracy information.
 AA5184
 AA5184.The horizontal coordinates were established by GPS observations
 AA5184.and adjusted by the National Geodetic Survey in June 2012.
 AA5184
 AA5184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5184.been affixed to the stable North American tectonic plate. See 
 AA5184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5184
 AA5184.The horizontal coordinates are valid at the epoch date displayed above
 AA5184.which is a decimal equivalence of Year/Month/Day.
 AA5184
 AA5184.The orthometric height was determined by differential leveling and
 AA5184.adjusted by the NATIONAL GEODETIC SURVEY
 AA5184.in May 2012.
 AA5184
 AA5184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5184.GEOID18 height accuracy estimate available here.
 AA5184
 AA5184.Click photographs - Photos may exist for this station.
 AA5184
 AA5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5184
 AA5184.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5184
 AA5184.The ellipsoidal height was determined by GPS observations
 AA5184.and is referenced to NAD 83.
 AA5184
 AA5184.The dynamic height is computed by dividing the NAVD 88
 AA5184.geopotential number by the normal gravity value computed on the
 AA5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5184.degrees latitude (g = 980.6199 gals.).
 AA5184
 AA5184.The modeled gravity was interpolated from observed gravity values.
 AA5184
 AA5184. The following values were computed from the NAD 83(2011) position.
 AA5184
 AA5184;                    North         East     Units Scale Factor Converg.
 AA5184;SPC MI S     -    86,264.519 4,056,925.093   MT  0.99996325   +0 28 10.6
 AA5184;SPC MI S     -   283,020.08 13,310,121.70   iFT  0.99996325   +0 28 10.6
 AA5184;UTM  17      - 4,683,724.824   279,279.522   MT  1.00019947   -1 48 04.4
 AA5184
 AA5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5184!SPC MI S     -   0.99996620  x   0.99996325  =   0.99992945
 AA5184!UTM  17      -   0.99996620  x   1.00019947  =   1.00016566
 AA5184
 AA5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7927983724(NAD 83)
 AA5184
 AA5184                          SUPERSEDED SURVEY CONTROL
 AA5184
 AA5184  NAD 83(2007)-  42 16 28.23589(N)    083 40 35.68848(W) AD(2002.00) 0
 AA5184  ELLIP H (02/10/07)  215.546  (m)                       GP(2002.00)    
 AA5184  ELLIP H (07/12/02)  215.598  (m)                       GP(       ) 4 1
 AA5184  NAD 83(1994)-  42 16 28.23592(N)    083 40 35.68736(W) AD(       ) 1
 AA5184  ELLIP H (02/03/97)  215.627  (m)                       GP(       ) 4 1
 AA5184  NAD 83(1986)-  42 16 28.24122(N)    083 40 35.71359(W) AD(       ) 1
 AA5184  NAVD 88 (08/14/95)  249.562  (m)          818.77   (f) SUPERSEDED  2 2
 AA5184  NAVD 88 (09/30/94)  249.6    (m)  GEOID93  model used  GPS OBS        
 AA5184
 AA5184.Superseded values are not recommended for survey control.
 AA5184
 AA5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5184.See file dsdata.pdf to determine how the superseded data were derived.
 AA5184
 AA5184_MARKER: DB = BENCH MARK DISK
 AA5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5184_STAMPING: 0008A
 AA5184_MARK LOGO: MI0150
 AA5184_PROJECTION: RECESSED 5 CENTIMETERS
 AA5184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5184+STABILITY: SURFACE MOTION
 AA5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5184+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5184
 AA5184  HISTORY     - Date     Condition        Report By
 AA5184  HISTORY     - 1993     MONUMENTED       MI0150
 AA5184  HISTORY     - 19930809 GOOD             WOOLPT
 AA5184  HISTORY     - 19931101 GOOD             WOOLPT
 AA5184  HISTORY     - 20090708 GOOD             INDIV
 AA5184  HISTORY     - 20111208 GOOD             STANTI
 AA5184  HISTORY     - 20160217 GOOD             ADVGEO
 AA5184  HISTORY     - 20160905 GOOD             MI0150
 AA5184
 AA5184                          STATION DESCRIPTION
 AA5184
 AA5184'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5184'STATION 0008A IS LOCATED ON THE NORTH SIDE OF GEDDES ROAD AND ON THE
 AA5184'WEST SIDE OF US-23, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5184'25, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 3 FT (0.9 M)
 AA5184'NORTH OF THE GUARDRAIL ALONG THE NORTH SIDE OF GEDDES ROAD AND 3 FT
 AA5184'(0.9 M) WEST OF THE WEST EDGE OF THE CONCRETE BRIDGE ABUTMENT AT THE
 AA5184'WEST END OF THE GEDDES ROAD BRIDGE OVER US-23. SAID STATION IS A
 AA5184'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5184'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5184'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5184'1993 AND IS PAIRED WITH POINT 0008B.
 AA5184
 AA5184                          STATION RECOVERY (1993)
 AA5184
 AA5184'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5184'RECOVERED AS DESCRIBED.
 AA5184
 AA5184                          STATION RECOVERY (2009)
 AA5184
 AA5184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA5184'RECOVERED IN GOOD CONDITION.
 AA5184
 AA5184                          STATION RECOVERY (2011)
 AA5184
 AA5184'RECOVERY NOTE BY STANTEC CONSULTING INC. 2011 (BDF)
 AA5184'RECOVERED AS DESCRIBED.
 AA5184
 AA5184                          STATION RECOVERY (2016)
 AA5184
 AA5184'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (JLZ)
 AA5184'RECOVERED IN GOOD CONDITION.
 AA5184
 AA5184                          STATION RECOVERY (2016)
 AA5184
 AA5184'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5183 ***********************************************************************
 AA5183  DESIGNATION -  0008B
 AA5183  PID         -  AA5183
 AA5183  STATE/COUNTY-  MI/WASHTENAW
 AA5183  COUNTRY     -  US
 AA5183  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5183
 AA5183                         *CURRENT SURVEY CONTROL
 AA5183  ______________________________________________________________________
 AA5183* NAD 83(2011) POSITION- 42 17 03.12836(N) 083 40 33.21636(W)   ADJUSTED
 AA5183* NAD 83(2011) ELLIP HT-   235.054 (meters)        (06/27/12)   ADJUSTED
 AA5183* NAD 83(2011) EPOCH   -  2010.00
 AA5183* NAVD 88 ORTHO HEIGHT -   269.071 (meters)      882.78  (feet) ADJUSTED
 AA5183  ______________________________________________________________________
 AA5183  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 AA5183  NAD 83(2011) X  -    520,579.788 (meters)                     COMP
 AA5183  NAD 83(2011) Y  - -4,697,232.521 (meters)                     COMP
 AA5183  NAD 83(2011) Z  -  4,269,169.145 (meters)                     COMP
 AA5183  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AA5183  DYNAMIC HEIGHT  -        268.985 (meters)      882.50  (feet) COMP
 AA5183  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 AA5183
 AA5183  VERT ORDER      -  SECOND    CLASS II
 AA5183
 AA5183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5183  Standards:
 AA5183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5183  -------------------------------------------------------------------
 AA5183  NETWORK    1.97   2.84           0.87   0.73   1.45      0.04725053
 AA5183  -------------------------------------------------------------------
 AA5183  Click here for local accuracies and other accuracy information.
 AA5183
 AA5183.The horizontal coordinates were established by GPS observations
 AA5183.and adjusted by the National Geodetic Survey in June 2012.
 AA5183
 AA5183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5183.been affixed to the stable North American tectonic plate. See 
 AA5183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5183
 AA5183.The horizontal coordinates are valid at the epoch date displayed above
 AA5183.which is a decimal equivalence of Year/Month/Day.
 AA5183
 AA5183.The orthometric height was determined by differential leveling and
 AA5183.adjusted by the NATIONAL GEODETIC SURVEY
 AA5183.in August 1995.
 AA5183
 AA5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5183.GEOID18 height accuracy estimate available here.
 AA5183
 AA5183.Click photographs - Photos may exist for this station.
 AA5183
 AA5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5183
 AA5183.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5183
 AA5183.The ellipsoidal height was determined by GPS observations
 AA5183.and is referenced to NAD 83.
 AA5183
 AA5183.The dynamic height is computed by dividing the NAVD 88
 AA5183.geopotential number by the normal gravity value computed on the
 AA5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5183.degrees latitude (g = 980.6199 gals.).
 AA5183
 AA5183.The modeled gravity was interpolated from observed gravity values.
 AA5183
 AA5183. The following values were computed from the NAD 83(2011) position.
 AA5183
 AA5183;                    North         East     Units Scale Factor Converg.
 AA5183;SPC MI S     -    87,341.526 4,056,972.888   MT  0.99996148   +0 28 12.3
 AA5183;SPC MI S     -   286,553.56 13,310,278.50   iFT  0.99996148   +0 28 12.3
 AA5183;UTM  17      - 4,684,799.345   279,369.978   MT  1.00019897   -1 48 03.9
 AA5183
 AA5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5183!SPC MI S     -   0.99996314  x   0.99996148  =   0.99992462
 AA5183!UTM  17      -   0.99996314  x   1.00019897  =   1.00016210
 AA5183
 AA5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7936984799(NAD 83)
 AA5183
 AA5183                          SUPERSEDED SURVEY CONTROL
 AA5183
 AA5183  NAD 83(2007)-  42 17 03.12852(N)    083 40 33.21711(W) AD(2002.00) 0
 AA5183  ELLIP H (02/10/07)  235.077  (m)                       GP(2002.00)    
 AA5183  ELLIP H (07/12/02)  235.130  (m)                       GP(       ) 4 1
 AA5183  NAD 83(1994)-  42 17 03.12857(N)    083 40 33.21599(W) AD(       ) 1
 AA5183  ELLIP H (02/03/97)  235.159  (m)                       GP(       ) 4 1
 AA5183  NAD 83(1986)-  42 17 03.13382(N)    083 40 33.24222(W) AD(       ) 1
 AA5183  NAVD 88 (09/30/94)  269.1    (m)  GEOID93  model used  GPS OBS        
 AA5183
 AA5183.Superseded values are not recommended for survey control.
 AA5183
 AA5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5183.See file dsdata.pdf to determine how the superseded data were derived.
 AA5183
 AA5183_MARKER: DB = BENCH MARK DISK
 AA5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5183_STAMPING: 0008B
 AA5183_MARK LOGO: MI0150
 AA5183_PROJECTION: FLUSH
 AA5183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5183+STABILITY: SURFACE MOTION
 AA5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5183+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5183
 AA5183  HISTORY     - Date     Condition        Report By
 AA5183  HISTORY     - 1993     MONUMENTED       MI0150
 AA5183  HISTORY     - 19930809 GOOD             WOOLPT
 AA5183  HISTORY     - 19931101 GOOD             WOOLPT
 AA5183  HISTORY     - 20090708 GOOD             INDIV
 AA5183  HISTORY     - 20111208 GOOD             STANTI
 AA5183  HISTORY     - 20160905 GOOD             MI0150
 AA5183
 AA5183                          STATION DESCRIPTION
 AA5183
 AA5183'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5183'STATION 0008B IS LOCATED ON THE EAST SIDE OF US-23, APPROXIMATELY 0.66
 AA5183'MI (1.06 KM) NORTH OF GEDDES ROAD, SAID STATION BEING IN THE SOUTHWEST
 AA5183'1/4 OF SECTION 25, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS
 AA5183'LOCATED 44 FT (13.4 M) EAST OF THE EAST EDGE OF ASPHALT OF NORTHBOUND
 AA5183'US-23, 50 FT (15.2 M) SOUTH OF THE EXTENSION OF THE NORTH-SOUTH
 AA5183'RIGHT-OF-WAY FENCE WITH THE FENCE LINE TO THE EAST AND 60 FT (18.3 M)
 AA5183'WEST OF THE RIGHT-OF-WAY FENCE. SAID STATION IS A PRIMARY CONTROL
 AA5183'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5183'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLULSH WITH THE
 AA5183'GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5183'PAIRED WITH POINT 0008A.
 AA5183
 AA5183                          STATION RECOVERY (1993)
 AA5183
 AA5183'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5183'RECOVERED AS DESCRIBED.
 AA5183
 AA5183                          STATION RECOVERY (2009)
 AA5183
 AA5183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA5183'RECOVERED IN GOOD CONDITION.
 AA5183
 AA5183                          STATION RECOVERY (2011)
 AA5183
 AA5183'RECOVERY NOTE BY STANTEC CONSULTING INC. 2011 (BDF)
 AA5183'RECOVERED AS DESCRIBED.
 AA5183
 AA5183                          STATION RECOVERY (2016)
 AA5183
 AA5183'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5185 ***********************************************************************
 AA5185  DESIGNATION -  0009A
 AA5185  PID         -  AA5185
 AA5185  STATE/COUNTY-  MI/WASHTENAW
 AA5185  COUNTRY     -  US
 AA5185  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5185
 AA5185                         *CURRENT SURVEY CONTROL
 AA5185  ______________________________________________________________________
 AA5185* NAD 83(2011) POSITION- 42 15 23.25554(N) 083 41 04.93201(W)   ADJUSTED
 AA5185* NAD 83(2011) ELLIP HT-   213.805 (meters)        (06/27/12)   ADJUSTED
 AA5185* NAD 83(2011) EPOCH   -  2010.00
 AA5185* NAVD 88 ORTHO HEIGHT -   247.886 (meters)      813.27  (feet) ADJUSTED
 AA5185  ______________________________________________________________________
 AA5185  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 AA5185  NAD 83(2011) X  -    520,083.809 (meters)                     COMP
 AA5185  NAD 83(2011) Y  - -4,699,357.145 (meters)                     COMP
 AA5185  NAD 83(2011) Z  -  4,266,874.458 (meters)                     COMP
 AA5185  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AA5185  DYNAMIC HEIGHT  -        247.805 (meters)      813.01  (feet) COMP
 AA5185  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 AA5185
 AA5185  VERT ORDER      -  SECOND    CLASS II
 AA5185
 AA5185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5185  Standards:
 AA5185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5185  -------------------------------------------------------------------
 AA5185  NETWORK    1.79   2.67           0.80   0.64   1.36      0.17781078
 AA5185  -------------------------------------------------------------------
 AA5185  Click here for local accuracies and other accuracy information.
 AA5185
 AA5185.The horizontal coordinates were established by GPS observations
 AA5185.and adjusted by the National Geodetic Survey in June 2012.
 AA5185
 AA5185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5185.been affixed to the stable North American tectonic plate. See 
 AA5185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5185
 AA5185.The horizontal coordinates are valid at the epoch date displayed above
 AA5185.which is a decimal equivalence of Year/Month/Day.
 AA5185
 AA5185.The orthometric height was determined by differential leveling and
 AA5185.adjusted by the NATIONAL GEODETIC SURVEY
 AA5185.in August 1995.
 AA5185
 AA5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5185.GEOID18 height accuracy estimate available here.
 AA5185
 AA5185.Click photographs - Photos may exist for this station.
 AA5185
 AA5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5185
 AA5185.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5185
 AA5185.The ellipsoidal height was determined by GPS observations
 AA5185.and is referenced to NAD 83.
 AA5185
 AA5185.The dynamic height is computed by dividing the NAVD 88
 AA5185.geopotential number by the normal gravity value computed on the
 AA5185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5185.degrees latitude (g = 980.6199 gals.).
 AA5185
 AA5185.The modeled gravity was interpolated from observed gravity values.
 AA5185
 AA5185. The following values were computed from the NAD 83(2011) position.
 AA5185
 AA5185;                    North         East     Units Scale Factor Converg.
 AA5185;SPC MI S     -    84,254.224 4,056,271.249   MT  0.99996663   +0 27 50.7
 AA5185;SPC MI S     -   276,424.62 13,307,976.54   iFT  0.99996663   +0 27 50.7
 AA5185;UTM  17      - 4,681,741.541   278,546.375   MT  1.00020346   -1 48 21.8
 AA5185
 AA5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5185!SPC MI S     -   0.99996647  x   0.99996663  =   0.99993310
 AA5185!UTM  17      -   0.99996647  x   1.00020346  =   1.00016992
 AA5185
 AA5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7854681741(NAD 83)
 AA5185
 AA5185                          SUPERSEDED SURVEY CONTROL
 AA5185
 AA5185  NAD 83(2007)-  42 15 23.25569(N)    083 41 04.93275(W) AD(2002.00) 0
 AA5185  ELLIP H (02/10/07)  213.829  (m)                       GP(2002.00)    
 AA5185  ELLIP H (07/12/02)  213.878  (m)                       GP(       ) 4 1
 AA5185  NAD 83(1994)-  42 15 23.25558(N)    083 41 04.93171(W) AD(       ) 1
 AA5185  ELLIP H (02/03/97)  213.906  (m)                       GP(       ) 4 1
 AA5185  NAD 83(1986)-  42 15 23.26117(N)    083 41 04.95808(W) AD(       ) 1
 AA5185  NAVD 88 (09/30/94)  247.9    (m)  GEOID93  model used  GPS OBS        
 AA5185
 AA5185.Superseded values are not recommended for survey control.
 AA5185
 AA5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5185.See file dsdata.pdf to determine how the superseded data were derived.
 AA5185
 AA5185_MARKER: DD = SURVEY DISK
 AA5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5185_STAMPING: 0009A
 AA5185_MARK LOGO: MI0150
 AA5185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5185+STABILITY: SURFACE MOTION
 AA5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5185+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5185
 AA5185  HISTORY     - Date     Condition        Report By
 AA5185  HISTORY     - 1993     MONUMENTED       MI0150
 AA5185  HISTORY     - 19930809 GOOD             WOOLPT
 AA5185  HISTORY     - 19931101 GOOD             WOOLPT
 AA5185  HISTORY     - 20160905 GOOD             MI0150
 AA5185
 AA5185                          STATION DESCRIPTION
 AA5185
 AA5185'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5185'STATION 0009A IS LOCATED AT THE US-23 AND WASHTENAW AVENUE
 AA5185'INTERCHANGE, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 2,
 AA5185'PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5185'LOCATED 150 FT (45.7 M) WEST OF THE WEST EDGE OF THE SOUTHBOUND LANES
 AA5185'OF US-23 AND 80 FT (24.4 M) NORTH OF THE NORTH EDGE OF ASPHALT OF THE
 AA5185'SOUTHBOUND ENTRANCE TO US-23 FROM WESTBOUND WASHTENAW AVENUE. SAID
 AA5185'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5185'EDITION OF THE CITY OF ANN ARBOR BRASS DISC SET IN CONCRETE PER DETAIL
 AA5185'I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5185'ARBOR IN 1993 AND IS PAIRED WITH POINT 0009B.
 AA5185
 AA5185                          STATION RECOVERY (1993)
 AA5185
 AA5185'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5185'RECOVERED AS DESCRIBED.
 AA5185
 AA5185                          STATION RECOVERY (2016)
 AA5185
 AA5185'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5188 ***********************************************************************
 AA5188  DESIGNATION -  0009B
 AA5188  PID         -  AA5188
 AA5188  STATE/COUNTY-  MI/WASHTENAW
 AA5188  COUNTRY     -  US
 AA5188  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5188
 AA5188                         *CURRENT SURVEY CONTROL
 AA5188  ______________________________________________________________________
 AA5188* NAD 83(2011) POSITION- 42 14 44.48273(N) 083 40 59.82664(W)   ADJUSTED
 AA5188* NAD 83(2011) ELLIP HT-   223.636 (meters)        (06/27/12)   ADJUSTED
 AA5188* NAD 83(2011) EPOCH   -  2010.00
 AA5188* NAVD 88 ORTHO HEIGHT -   257.760 (meters)      845.67  (feet) ADJUSTED
 AA5188  ______________________________________________________________________
 AA5188  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 AA5188  NAD 83(2011) X  -    520,289.432 (meters)                     COMP
 AA5188  NAD 83(2011) Y  - -4,700,151.041 (meters)                     COMP
 AA5188  NAD 83(2011) Z  -  4,265,995.503 (meters)                     COMP
 AA5188  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 AA5188  DYNAMIC HEIGHT  -        257.676 (meters)      845.39  (feet) COMP
 AA5188  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 AA5188
 AA5188  VERT ORDER      -  SECOND    CLASS II
 AA5188
 AA5188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5188  Standards:
 AA5188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5188  -------------------------------------------------------------------
 AA5188  NETWORK    1.22   2.04           0.56   0.42   1.04      0.05627476
 AA5188  -------------------------------------------------------------------
 AA5188  Click here for local accuracies and other accuracy information.
 AA5188
 AA5188.The horizontal coordinates were established by GPS observations
 AA5188.and adjusted by the National Geodetic Survey in June 2012.
 AA5188
 AA5188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5188.been affixed to the stable North American tectonic plate. See 
 AA5188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5188
 AA5188.The horizontal coordinates are valid at the epoch date displayed above
 AA5188.which is a decimal equivalence of Year/Month/Day.
 AA5188
 AA5188.The orthometric height was determined by differential leveling and
 AA5188.adjusted by the NATIONAL GEODETIC SURVEY
 AA5188.in August 1995.
 AA5188
 AA5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5188.GEOID18 height accuracy estimate available here.
 AA5188
 AA5188.Click photographs - Photos may exist for this station.
 AA5188
 AA5188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5188
 AA5188.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5188
 AA5188.The ellipsoidal height was determined by GPS observations
 AA5188.and is referenced to NAD 83.
 AA5188
 AA5188.The dynamic height is computed by dividing the NAVD 88
 AA5188.geopotential number by the normal gravity value computed on the
 AA5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5188.degrees latitude (g = 980.6199 gals.).
 AA5188
 AA5188.The modeled gravity was interpolated from observed gravity values.
 AA5188
 AA5188. The following values were computed from the NAD 83(2011) position.
 AA5188
 AA5188;                    North         East     Units Scale Factor Converg.
 AA5188;SPC MI S     -    83,058.914 4,056,397.974   MT  0.99996869   +0 27 54.2
 AA5188;SPC MI S     -   272,503.00 13,308,392.30   iFT  0.99996869   +0 27 54.2
 AA5188;UTM  17      - 4,680,541.867   278,625.675   MT  1.00020303   -1 48 17.0
 AA5188
 AA5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5188!SPC MI S     -   0.99996493  x   0.99996869  =   0.99993362
 AA5188!UTM  17      -   0.99996493  x   1.00020303  =   1.00016795
 AA5188
 AA5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7862580541(NAD 83)
 AA5188
 AA5188                          SUPERSEDED SURVEY CONTROL
 AA5188
 AA5188  NAD 83(2007)-  42 14 44.48287(N)    083 40 59.82738(W) AD(2002.00) 0
 AA5188  ELLIP H (02/10/07)  223.663  (m)                       GP(2002.00)    
 AA5188  ELLIP H (07/12/02)  223.710  (m)                       GP(       ) 4 1
 AA5188  NAD 83(1994)-  42 14 44.48266(N)    083 40 59.82640(W) AD(       ) 1
 AA5188  ELLIP H (02/03/97)  223.735  (m)                       GP(       ) 4 1
 AA5188  NAD 83(1986)-  42 14 44.48849(N)    083 40 59.85283(W) AD(       ) 1
 AA5188  NAVD 88 (09/30/94)  257.8    (m)  GEOID93  model used  GPS OBS        
 AA5188
 AA5188.Superseded values are not recommended for survey control.
 AA5188
 AA5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5188.See file dsdata.pdf to determine how the superseded data were derived.
 AA5188
 AA5188_MARKER: DD = SURVEY DISK
 AA5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5188_STAMPING: 0009B
 AA5188_MARK LOGO: MI0150
 AA5188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5188+STABILITY: SURFACE MOTION
 AA5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5188+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5188
 AA5188  HISTORY     - Date     Condition        Report By
 AA5188  HISTORY     - 1993     MONUMENTED       MI0150
 AA5188  HISTORY     - 19930809 GOOD             WOOLPT
 AA5188  HISTORY     - 19931101 GOOD             WOOLPT
 AA5188  HISTORY     - 20031028 GOOD             USPSQD
 AA5188  HISTORY     - 20160923 GOOD             MI0150
 AA5188
 AA5188                          STATION DESCRIPTION
 AA5188
 AA5188'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5188'STATION 0009B IS LOCATED ON THE NORTH SIDE OF PACKARD ROAD ON THE EAST
 AA5188'SIDE OF US-23, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 2,
 AA5188'PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5188'LOCATED 5 FT (1.5 M) NORTH OF THE NORTH EDGE OF THE NORTHERLY CONCRETE
 AA5188'BRIDGE ABUTMENT OF NORTHBOUND US-23 OVER PACKARD ROAD AND 7 FT (2.1 M)
 AA5188'EAST OF THE GUARDRAIL ALONG THE EAST SIDE OF US-23. SAID STATION IS A
 AA5188'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5188'CITY OF ANN ARBOR BRASS DISC SET IN CONCRETE PER DETAIL I AND IS FLUSH
 AA5188'WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993
 AA5188'AND IS PAIRED WITH POINT 0009A.
 AA5188
 AA5188                          STATION RECOVERY (1993)
 AA5188
 AA5188'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5188'RECOVERED AS DESCRIBED.
 AA5188
 AA5188                          STATION RECOVERY (2003)
 AA5188
 AA5188'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5188'RECOVERED IN GOOD CONDITION.
 AA5188
 AA5188                          STATION RECOVERY (2016)
 AA5188
 AA5188'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5189 ***********************************************************************
 AA5189  DESIGNATION -  0010B
 AA5189  PID         -  AA5189
 AA5189  STATE/COUNTY-  MI/WASHTENAW
 AA5189  COUNTRY     -  US
 AA5189  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5189
 AA5189                         *CURRENT SURVEY CONTROL
 AA5189  ______________________________________________________________________
 AA5189* NAD 83(2011) POSITION- 42 13 47.62805(N) 083 42 43.36085(W)   ADJUSTED
 AA5189* NAD 83(2011) ELLIP HT-   224.202 (meters)        (06/27/12)   ADJUSTED
 AA5189* NAD 83(2011) EPOCH   -  2010.00
 AA5189* NAVD 88 ORTHO HEIGHT -   258.388 (meters)      847.73  (feet) ADJUSTED
 AA5189  ______________________________________________________________________
 AA5189  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 AA5189  NAD 83(2011) X  -    518,059.340 (meters)                     COMP
 AA5189  NAD 83(2011) Y  - -4,701,584.193 (meters)                     COMP
 AA5189  NAD 83(2011) Z  -  4,264,697.059 (meters)                     COMP
 AA5189  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 AA5189  DYNAMIC HEIGHT  -        258.305 (meters)      847.46  (feet) COMP
 AA5189  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 AA5189
 AA5189  VERT ORDER      -  SECOND    CLASS II
 AA5189
 AA5189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5189  Standards:
 AA5189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5189  -------------------------------------------------------------------
 AA5189  NETWORK    0.74   1.53           0.34   0.25   0.78     -0.06930836
 AA5189  -------------------------------------------------------------------
 AA5189  Click here for local accuracies and other accuracy information.
 AA5189
 AA5189.The horizontal coordinates were established by GPS observations
 AA5189.and adjusted by the National Geodetic Survey in June 2012.
 AA5189
 AA5189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5189.been affixed to the stable North American tectonic plate. See 
 AA5189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5189
 AA5189.The horizontal coordinates are valid at the epoch date displayed above
 AA5189.which is a decimal equivalence of Year/Month/Day.
 AA5189
 AA5189.The orthometric height was determined by differential leveling and
 AA5189.adjusted by the NATIONAL GEODETIC SURVEY
 AA5189.in August 1995.
 AA5189
 AA5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5189.GEOID18 height accuracy estimate available here.
 AA5189
 AA5189.Click photographs - Photos may exist for this station.
 AA5189
 AA5189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5189
 AA5189.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5189
 AA5189.The ellipsoidal height was determined by GPS observations
 AA5189.and is referenced to NAD 83.
 AA5189
 AA5189.The dynamic height is computed by dividing the NAVD 88
 AA5189.geopotential number by the normal gravity value computed on the
 AA5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5189.degrees latitude (g = 980.6199 gals.).
 AA5189
 AA5189.The modeled gravity was interpolated from observed gravity values.
 AA5189
 AA5189. The following values were computed from the NAD 83(2011) position.
 AA5189
 AA5189;                    North         East     Units Scale Factor Converg.
 AA5189;SPC MI S     -    81,285.910 4,054,038.203   MT  0.99997178   +0 26 43.8
 AA5189;SPC MI S     -   266,686.06 13,300,650.27   iFT  0.99997178   +0 26 43.8
 AA5189;UTM  17      - 4,678,863.295   276,196.966   MT  1.00021633   -1 49 24.7
 AA5189
 AA5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5189!SPC MI S     -   0.99996484  x   0.99997178  =   0.99993662
 AA5189!UTM  17      -   0.99996484  x   1.00021633  =   1.00018116
 AA5189
 AA5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7619678863(NAD 83)
 AA5189
 AA5189|---------------------------------------------------------------------|
 AA5189| PID    Reference Object                     Distance      Geod. Az  |
 AA5189|                                                           dddmmss.s |
 AA5189| AA5193 81201 AZ MK                         142.614 METERS 08741     |
 AA5189|---------------------------------------------------------------------|
 AA5189
 AA5189                          SUPERSEDED SURVEY CONTROL
 AA5189
 AA5189  NAD 83(2007)-  42 13 47.62815(N)    083 42 43.36157(W) AD(2002.00) 0
 AA5189  ELLIP H (02/10/07)  224.234  (m)                       GP(2002.00)    
 AA5189  ELLIP H (07/12/02)  224.279  (m)                       GP(       ) 4 1
 AA5189  NAD 83(1994)-  42 13 47.62790(N)    083 42 43.36063(W) AD(       ) 1
 AA5189  ELLIP H (02/03/97)  224.298  (m)                       GP(       ) 4 1
 AA5189  NAD 83(1986)-  42 13 47.63375(N)    083 42 43.38718(W) AD(       ) 1
 AA5189  NAVD 88 (09/30/94)  258.4    (m)  GEOID93  model used  GPS OBS        
 AA5189
 AA5189.Superseded values are not recommended for survey control.
 AA5189
 AA5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5189.See file dsdata.pdf to determine how the superseded data were derived.
 AA5189
 AA5189_MARKER: DD = SURVEY DISK
 AA5189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5189_STAMPING: 0010B
 AA5189_MARK LOGO: MI0150
 AA5189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5189+STABILITY: SURFACE MOTION
 AA5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5189+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5189
 AA5189  HISTORY     - Date     Condition        Report By
 AA5189  HISTORY     - 1993     MONUMENTED       MI0150
 AA5189  HISTORY     - 19930809 GOOD             WOOLPT
 AA5189  HISTORY     - 19931101 GOOD             WOOLPT
 AA5189  HISTORY     - 20020316 GOOD             USPSQD
 AA5189  HISTORY     - 20061013 GOOD             INDIV
 AA5189  HISTORY     - 20160923 GOOD             MI0150
 AA5189
 AA5189                          STATION DESCRIPTION
 AA5189
 AA5189'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5189'STATION 0010B IS LOCATED ON THE SOUTH SIDE OF ELLSWORTH ROAD AND IS
 AA5189'628.94 FT (191.70 M) SOUTHWEST OF THE NORTH 1/4 CORNER OF SECTION 15,
 AA5189'PITTSFIELD TOWNSHIP, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5189'SECTION 15, PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5189'THE STATION IS LOCATED 16.5 FT (5.0 M) SOUTH OF THE SOUTH EDGE OF THE
 AA5189'ASPHALT OF ELLSWORTH ROAD AND 182 FT (55.5 M) EAST OF THE JOG IN THE
 AA5189'FENCE LINE ALONG ELLSWORTH ROAD. SAID STATION IS A PRIMARY CONTROL
 AA5189'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5189'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5189'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5189'POINT 0010A, OTHERWISE KNOWN AS 81201.
 AA5189
 AA5189                          STATION RECOVERY (1993)
 AA5189
 AA5189'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5189'RECOVERED AS DESCRIBED.
 AA5189
 AA5189                          STATION RECOVERY (2002)
 AA5189
 AA5189'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEB)
 AA5189'RECOVERED IN GOOD CONDITION.
 AA5189
 AA5189                          STATION RECOVERY (2006)
 AA5189
 AA5189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJD)
 AA5189'RECOVERED AS DESCRIBED
 AA5189'
 AA5189
 AA5189                          STATION RECOVERY (2016)
 AA5189
 AA5189'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5162 ***********************************************************************
 AA5162  DESIGNATION -  0011A
 AA5162  PID         -  AA5162
 AA5162  STATE/COUNTY-  MI/WASHTENAW
 AA5162  COUNTRY     -  US
 AA5162  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5162
 AA5162                         *CURRENT SURVEY CONTROL
 AA5162  ______________________________________________________________________
 AA5162* NAD 83(2011) POSITION- 42 14 33.41110(N) 083 44 21.20398(W)   ADJUSTED
 AA5162* NAD 83(2011) ELLIP HT-   227.632 (meters)        (06/27/12)   ADJUSTED
 AA5162* NAD 83(2011) EPOCH   -  2010.00
 AA5162* NAVD 88 ORTHO HEIGHT -   261.750 (meters)      858.76  (feet) ADJUSTED
 AA5162  ______________________________________________________________________
 AA5162  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 AA5162  NAD 83(2011) X  -    515,725.773 (meters)                     COMP
 AA5162  NAD 83(2011) Y  - -4,700,888.006 (meters)                     COMP
 AA5162  NAD 83(2011) Z  -  4,265,745.287 (meters)                     COMP
 AA5162  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 AA5162  DYNAMIC HEIGHT  -        261.667 (meters)      858.49  (feet) COMP
 AA5162  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 AA5162
 AA5162  VERT ORDER      -  SECOND    CLASS II
 AA5162
 AA5162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5162  Standards:
 AA5162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5162  -------------------------------------------------------------------
 AA5162  NETWORK    1.24   2.04           0.55   0.45   1.04      0.20587295
 AA5162  -------------------------------------------------------------------
 AA5162  Click here for local accuracies and other accuracy information.
 AA5162
 AA5162.The horizontal coordinates were established by GPS observations
 AA5162.and adjusted by the National Geodetic Survey in June 2012.
 AA5162
 AA5162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5162.been affixed to the stable North American tectonic plate. See 
 AA5162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5162
 AA5162.The horizontal coordinates are valid at the epoch date displayed above
 AA5162.which is a decimal equivalence of Year/Month/Day.
 AA5162
 AA5162.The orthometric height was determined by differential leveling and
 AA5162.adjusted by the NATIONAL GEODETIC SURVEY
 AA5162.in August 1995.
 AA5162
 AA5162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5162.GEOID18 height accuracy estimate available here.
 AA5162
 AA5162.Click photographs - Photos may exist for this station.
 AA5162
 AA5162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5162
 AA5162.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5162
 AA5162.The ellipsoidal height was determined by GPS observations
 AA5162.and is referenced to NAD 83.
 AA5162
 AA5162.The dynamic height is computed by dividing the NAVD 88
 AA5162.geopotential number by the normal gravity value computed on the
 AA5162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5162.degrees latitude (g = 980.6199 gals.).
 AA5162
 AA5162.The modeled gravity was interpolated from observed gravity values.
 AA5162
 AA5162. The following values were computed from the NAD 83(2011) position.
 AA5162
 AA5162;                    North         East     Units Scale Factor Converg.
 AA5162;SPC MI S     -    82,681.381 4,051,784.156   MT  0.99996929   +0 25 37.2
 AA5162;SPC MI S     -   271,264.37 13,293,255.10   iFT  0.99996929   +0 25 37.2
 AA5162;UTM  17      - 4,680,347.292   273,999.385   MT  1.00022850   -1 50 32.2
 AA5162
 AA5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5162!SPC MI S     -   0.99996430  x   0.99996929  =   0.99993359
 AA5162!UTM  17      -   0.99996430  x   1.00022850  =   1.00019279
 AA5162
 AA5162:                Primary Azimuth Mark                     Grid Az
 AA5162:SPC MI S     -  0011B                                    178 48 42.1
 AA5162:UTM  17      -  0011B                                    181 04 51.5
 AA5162
 AA5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7399980347(NAD 83)
 AA5162
 AA5162|---------------------------------------------------------------------|
 AA5162| PID    Reference Object                     Distance      Geod. Az  |
 AA5162|                                                           dddmmss.s |
 AA5162| AA5163 0011B                               APPROX. 0.6 KM 1791419.3 |
 AA5162|---------------------------------------------------------------------|
 AA5162
 AA5162                          SUPERSEDED SURVEY CONTROL
 AA5162
 AA5162  NAD 83(2007)-  42 14 33.41126(N)    083 44 21.20473(W) AD(2002.00) 0
 AA5162  ELLIP H (02/10/07)  227.655  (m)                       GP(2002.00)    
 AA5162  ELLIP H (07/12/02)  227.705  (m)                       GP(       ) 4 1
 AA5162  NAD 83(1994)-  42 14 33.41113(N)    083 44 21.20367(W) AD(       ) 1
 AA5162  ELLIP H (02/03/97)  227.733  (m)                       GP(       ) 4 1
 AA5162  NAD 83(1986)-  42 14 33.41676(N)    083 44 21.23009(W) AD(       ) 1
 AA5162  NAVD 88 (09/30/94)  261.8    (m)  GEOID93  model used  GPS OBS        
 AA5162
 AA5162.Superseded values are not recommended for survey control.
 AA5162
 AA5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5162.See file dsdata.pdf to determine how the superseded data were derived.
 AA5162
 AA5162_MARKER: DD = SURVEY DISK
 AA5162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5162_STAMPING: 0011A
 AA5162_MARK LOGO: MI0150
 AA5162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5162+STABILITY: SURFACE MOTION
 AA5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5162+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AA5162
 AA5162  HISTORY     - Date     Condition        Report By
 AA5162  HISTORY     - 1993     MONUMENTED       MI0150
 AA5162  HISTORY     - 19930809 GOOD             WOOLPT
 AA5162  HISTORY     - 19931101 GOOD             WOOLPT
 AA5162  HISTORY     - 20010331 GOOD             NGS
 AA5162  HISTORY     - 20160511 GOOD             MI0150
 AA5162
 AA5162                          STATION DESCRIPTION
 AA5162
 AA5162'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5162'STATION 0011A IS LOCATED AT SOUTH STATE STREET AND MALL ROAD, SAID
 AA5162'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 8, PITTSFIELD TOWNSHIP
 AA5162'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED IN THE
 AA5162'GRASS TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND SOUTH STATE
 AA5162'STREET AT MALL DRIVE, ALSO DESCRIBED AS BEING 10 FT (3.0 M) NORTHWEST
 AA5162'OF THE SOUTHERLY BACK OF CURB AND 26 FT (7.9 M) EAST OF THE WEST BACK
 AA5162'OF CURB OF SAID ISLAND. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5162'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5162'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5162'WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT
 AA5162'0011B.
 AA5162
 AA5162                          STATION RECOVERY (1993)
 AA5162
 AA5162'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5162'RECOVERED AS DESCRIBED.
 AA5162
 AA5162                          STATION RECOVERY (2001)
 AA5162
 AA5162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5162
 AA5162                          STATION RECOVERY (2016)
 AA5162
 AA5162'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5163 ***********************************************************************
 AA5163  DESIGNATION -  0011B
 AA5163  PID         -  AA5163
 AA5163  STATE/COUNTY-  MI/WASHTENAW
 AA5163  COUNTRY     -  US
 AA5163  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5163
 AA5163                         *CURRENT SURVEY CONTROL
 AA5163  ______________________________________________________________________
 AA5163* NAD 83(2011) POSITION- 42 14 14.31928(N) 083 44 20.86258(W)   ADJUSTED
 AA5163* NAD 83(2011) ELLIP HT-   229.099 (meters)        (06/27/12)   ADJUSTED
 AA5163* NAD 83(2011) EPOCH   -  2010.00
 AA5163* NAVD 88 ORTHO HEIGHT -   263.242 (meters)      863.65  (feet) ADJUSTED
 AA5163  ______________________________________________________________________
 AA5163  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 AA5163  NAD 83(2011) X  -    515,776.860 (meters)                     COMP
 AA5163  NAD 83(2011) Y  - -4,701,281.884 (meters)                     COMP
 AA5163  NAD 83(2011) Z  -  4,265,310.142 (meters)                     COMP
 AA5163  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AA5163  DYNAMIC HEIGHT  -        263.158 (meters)      863.38  (feet) COMP
 AA5163  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 AA5163
 AA5163  VERT ORDER      -  SECOND    CLASS II
 AA5163
 AA5163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5163  Standards:
 AA5163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5163  -------------------------------------------------------------------
 AA5163  NETWORK    0.76   1.51           0.35   0.25   0.77     -0.02519218
 AA5163  -------------------------------------------------------------------
 AA5163  Click here for local accuracies and other accuracy information.
 AA5163
 AA5163.The horizontal coordinates were established by GPS observations
 AA5163.and adjusted by the National Geodetic Survey in June 2012.
 AA5163
 AA5163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5163.been affixed to the stable North American tectonic plate. See 
 AA5163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5163
 AA5163.The horizontal coordinates are valid at the epoch date displayed above
 AA5163.which is a decimal equivalence of Year/Month/Day.
 AA5163
 AA5163.The orthometric height was determined by differential leveling and
 AA5163.adjusted by the NATIONAL GEODETIC SURVEY
 AA5163.in August 1995.
 AA5163
 AA5163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5163.GEOID18 height accuracy estimate available here.
 AA5163
 AA5163.Click photographs - Photos may exist for this station.
 AA5163
 AA5163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5163
 AA5163.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5163
 AA5163.The ellipsoidal height was determined by GPS observations
 AA5163.and is referenced to NAD 83.
 AA5163
 AA5163.The dynamic height is computed by dividing the NAVD 88
 AA5163.geopotential number by the normal gravity value computed on the
 AA5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5163.degrees latitude (g = 980.6199 gals.).
 AA5163
 AA5163.The modeled gravity was interpolated from observed gravity values.
 AA5163
 AA5163. The following values were computed from the NAD 83(2011) position.
 AA5163
 AA5163;                    North         East     Units Scale Factor Converg.
 AA5163;SPC MI S     -    82,092.396 4,051,796.373   MT  0.99997032   +0 25 37.4
 AA5163;SPC MI S     -   269,332.01 13,293,295.19   iFT  0.99997032   +0 25 37.4
 AA5163;UTM  17      - 4,679,758.133   273,988.269   MT  1.00022856   -1 50 31.3
 AA5163
 AA5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5163!SPC MI S     -   0.99996407  x   0.99997032  =   0.99993439
 AA5163!UTM  17      -   0.99996407  x   1.00022856  =   1.00019262
 AA5163
 AA5163:                Primary Azimuth Mark                     Grid Az
 AA5163:SPC MI S     -  0011A                                    358 48 42.1
 AA5163:UTM  17      -  0011A                                    001 04 50.8
 AA5163
 AA5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7398879758(NAD 83)
 AA5163
 AA5163|---------------------------------------------------------------------|
 AA5163| PID    Reference Object                     Distance      Geod. Az  |
 AA5163|                                                           dddmmss.s |
 AA5163| AA5162 0011A                               APPROX. 0.6 KM 3591419.5 |
 AA5163|---------------------------------------------------------------------|
 AA5163
 AA5163                          SUPERSEDED SURVEY CONTROL
 AA5163
 AA5163  NAD 83(2007)-  42 14 14.31942(N)    083 44 20.86327(W) AD(2002.00) 0
 AA5163  ELLIP H (02/10/07)  229.131  (m)                       GP(2002.00)    
 AA5163  ELLIP H (07/12/02)  229.174  (m)                       GP(       ) 4 1
 AA5163  NAD 83(1994)-  42 14 14.31912(N)    083 44 20.86238(W) AD(       ) 1
 AA5163  ELLIP H (02/03/97)  229.195  (m)                       GP(       ) 4 1
 AA5163  NAD 83(1986)-  42 14 14.32497(N)    083 44 20.88890(W) AD(       ) 1
 AA5163  NAVD 88 (09/30/94)  263.3    (m)  GEOID93  model used  GPS OBS        
 AA5163
 AA5163.Superseded values are not recommended for survey control.
 AA5163
 AA5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5163.See file dsdata.pdf to determine how the superseded data were derived.
 AA5163
 AA5163_MARKER: DD = SURVEY DISK
 AA5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5163_STAMPING: 0011B
 AA5163_MARK LOGO: MI0150
 AA5163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5163+STABILITY: SURFACE MOTION
 AA5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5163+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AA5163
 AA5163  HISTORY     - Date     Condition        Report By
 AA5163  HISTORY     - 1993     MONUMENTED       MI0150
 AA5163  HISTORY     - 19930809 GOOD             WOOLPT
 AA5163  HISTORY     - 19931101 GOOD             WOOLPT
 AA5163  HISTORY     - 20010331 GOOD             NGS
 AA5163  HISTORY     - 20160511 GOOD             MI0150
 AA5163
 AA5163                          STATION DESCRIPTION
 AA5163
 AA5163'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5163'STATION 0011B IS LOCATED ON SOUTH STATE STREET AT I-94, SAID STATION
 AA5163'BEING IN THE NORTHEAST 1/4 OF SECTION 8, PITTSFIELD TOWNSHIP IN THE
 AA5163'CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED IN THE ASPHALT
 AA5163'TRAFFIC ISLAND 10.6 FT (3.2 M) NORTH OF THE CONCRETE TRAFFIC ISLAND IN
 AA5163'THE MIDDLE OF SOUTH STATE STREET ON THE NORTH SIDE OF THE BRIDGE OVER
 AA5163'I-94. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5163'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5163'PER DETAIL I AND IS ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE
 AA5163'ASPHALT TRAFFIC ISLAND SURFACE. THIS POINT WAS SET BY THE CITY OF ANN
 AA5163'ARBOR IN 1993 AND IS PAIRED WITH POINT 0011A.
 AA5163
 AA5163                          STATION RECOVERY (1993)
 AA5163
 AA5163'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5163'RECOVERED AS DESCRIBED.
 AA5163
 AA5163                          STATION RECOVERY (2001)
 AA5163
 AA5163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5163
 AA5163                          STATION RECOVERY (2016)
 AA5163
 AA5163'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5176 ***********************************************************************
 AA5176  DESIGNATION -  0013A
 AA5176  PID         -  AA5176
 AA5176  STATE/COUNTY-  MI/WASHTENAW
 AA5176  COUNTRY     -  US
 AA5176  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5176
 AA5176                         *CURRENT SURVEY CONTROL
 AA5176  ______________________________________________________________________
 AA5176* NAD 83(2011) POSITION- 42 16 53.23410(N) 083 44 59.10494(W)   ADJUSTED
 AA5176* NAD 83(2011) ELLIP HT-   218.731 (meters)        (06/27/12)   ADJUSTED
 AA5176* NAD 83(2011) EPOCH   -  2010.00
 AA5176* NAVD 88 ORTHO HEIGHT -   252.716 (meters)      829.12  (feet) ADJUSTED
 AA5176  ______________________________________________________________________
 AA5176  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 AA5176  NAD 83(2011) X  -    514,545.370 (meters)                     COMP
 AA5176  NAD 83(2011) Y  - -4,698,091.856 (meters)                     COMP
 AA5176  NAD 83(2011) Z  -  4,268,932.292 (meters)                     COMP
 AA5176  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 AA5176  DYNAMIC HEIGHT  -        252.636 (meters)      828.86  (feet) COMP
 AA5176  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 AA5176
 AA5176  VERT ORDER      -  SECOND    CLASS II
 AA5176
 AA5176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5176  Standards:
 AA5176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5176  -------------------------------------------------------------------
 AA5176  NETWORK    1.72   2.59           0.76   0.64   1.32      0.05362813
 AA5176  -------------------------------------------------------------------
 AA5176  Click here for local accuracies and other accuracy information.
 AA5176
 AA5176.The horizontal coordinates were established by GPS observations
 AA5176.and adjusted by the National Geodetic Survey in June 2012.
 AA5176
 AA5176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5176.been affixed to the stable North American tectonic plate. See 
 AA5176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5176
 AA5176.The horizontal coordinates are valid at the epoch date displayed above
 AA5176.which is a decimal equivalence of Year/Month/Day.
 AA5176
 AA5176.The orthometric height was determined by differential leveling and
 AA5176.adjusted by the NATIONAL GEODETIC SURVEY
 AA5176.in August 1995.
 AA5176
 AA5176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5176.GEOID18 height accuracy estimate available here.
 AA5176
 AA5176.Click photographs - Photos may exist for this station.
 AA5176
 AA5176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5176
 AA5176.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5176
 AA5176.The ellipsoidal height was determined by GPS observations
 AA5176.and is referenced to NAD 83.
 AA5176
 AA5176.The dynamic height is computed by dividing the NAVD 88
 AA5176.geopotential number by the normal gravity value computed on the
 AA5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5176.degrees latitude (g = 980.6199 gals.).
 AA5176
 AA5176.The modeled gravity was interpolated from observed gravity values.
 AA5176
 AA5176. The following values were computed from the NAD 83(2011) position.
 AA5176
 AA5176;                    North         East     Units Scale Factor Converg.
 AA5176;SPC MI S     -    86,988.949 4,050,883.660   MT  0.99996198   +0 25 11.4
 AA5176;SPC MI S     -   285,396.81 13,290,300.72   iFT  0.99996198   +0 25 11.4
 AA5176;UTM  17      - 4,684,688.296   273,270.013   MT  1.00023256   -1 51 02.7
 AA5176
 AA5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5176!SPC MI S     -   0.99996570  x   0.99996198  =   0.99992768
 AA5176!UTM  17      -   0.99996570  x   1.00023256  =   1.00019825
 AA5176
 AA5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7327084688(NAD 83)
 AA5176
 AA5176                          SUPERSEDED SURVEY CONTROL
 AA5176
 AA5176  NAD 83(2007)-  42 16 53.23427(N)    083 44 59.10569(W) AD(2002.00) 0
 AA5176  ELLIP H (02/10/07)  218.753  (m)                       GP(2002.00)    
 AA5176  ELLIP H (07/12/02)  218.805  (m)                       GP(       ) 4 1
 AA5176  NAD 83(1994)-  42 16 53.23435(N)    083 44 59.10454(W) AD(       ) 1
 AA5176  ELLIP H (02/03/97)  218.834  (m)                       GP(       ) 4 1
 AA5176  NAD 83(1986)-  42 16 53.23958(N)    083 44 59.13084(W) AD(       ) 1
 AA5176  NAVD 88 (09/30/94)  252.7    (m)  GEOID93  model used  GPS OBS        
 AA5176
 AA5176.Superseded values are not recommended for survey control.
 AA5176
 AA5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5176.See file dsdata.pdf to determine how the superseded data were derived.
 AA5176
 AA5176_MARKER: DD = SURVEY DISK
 AA5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5176_STAMPING: 0013A
 AA5176_MARK LOGO: MI0150
 AA5176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5176+STABILITY: SURFACE MOTION
 AA5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5176+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2016
 AA5176
 AA5176  HISTORY     - Date     Condition        Report By
 AA5176  HISTORY     - 1993     MONUMENTED       MI0150
 AA5176  HISTORY     - 19930809 GOOD             WOOLPT
 AA5176  HISTORY     - 19931101 GOOD             WOOLPT
 AA5176  HISTORY     - 20010331 GOOD             NGS
 AA5176  HISTORY     - 20160509 GOOD             MI0150
 AA5176
 AA5176                          STATION DESCRIPTION
 AA5176
 AA5176'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5176'STATION 0013A IS LOCATED AT WEST HURON STREET AND ASHLEY STREET, SAID
 AA5176'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 29, ANN ARBOR TOWNSHIP
 AA5176'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED AT THE
 AA5176'CENTERLINE OF WEST HURON STREET AND ASHLEY STREET. SAID STATION IS A
 AA5176'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5176'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5176'ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS
 AA5176'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0013B.
 AA5176
 AA5176                          STATION RECOVERY (1993)
 AA5176
 AA5176'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5176'RECOVERED AS DESCRIBED.
 AA5176
 AA5176                          STATION RECOVERY (2001)
 AA5176
 AA5176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5176
 AA5176                          STATION RECOVERY (2016)
 AA5176
 AA5176'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5172 ***********************************************************************
 AA5172  DESIGNATION -  0013B
 AA5172  PID         -  AA5172
 AA5172  STATE/COUNTY-  MI/WASHTENAW
 AA5172  COUNTRY     -  US
 AA5172  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5172
 AA5172                         *CURRENT SURVEY CONTROL
 AA5172  ______________________________________________________________________
 AA5172* NAD 83(2011) POSITION- 42 16 55.14837(N) 083 45 57.38730(W)   ADJUSTED
 AA5172* NAD 83(2011) ELLIP HT-   232.420 (meters)        (06/27/12)   ADJUSTED
 AA5172* NAD 83(2011) EPOCH   -  2010.00
 AA5172* NAVD 88 ORTHO HEIGHT -   266.381 (meters)      873.95  (feet) ADJUSTED
 AA5172  ______________________________________________________________________
 AA5172  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 AA5172  NAD 83(2011) X  -    513,214.638 (meters)                     COMP
 AA5172  NAD 83(2011) Y  - -4,698,207.623 (meters)                     COMP
 AA5172  NAD 83(2011) Z  -  4,268,985.202 (meters)                     COMP
 AA5172  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AA5172  DYNAMIC HEIGHT  -        266.296 (meters)      873.67  (feet) COMP
 AA5172  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 AA5172
 AA5172  VERT ORDER      -  SECOND    CLASS II
 AA5172
 AA5172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5172  Standards:
 AA5172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5172  -------------------------------------------------------------------
 AA5172  NETWORK    1.61   2.55           0.72   0.58   1.30      0.07219516
 AA5172  -------------------------------------------------------------------
 AA5172  Click here for local accuracies and other accuracy information.
 AA5172
 AA5172.The horizontal coordinates were established by GPS observations
 AA5172.and adjusted by the National Geodetic Survey in June 2012.
 AA5172
 AA5172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5172.been affixed to the stable North American tectonic plate. See 
 AA5172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5172
 AA5172.The horizontal coordinates are valid at the epoch date displayed above
 AA5172.which is a decimal equivalence of Year/Month/Day.
 AA5172
 AA5172.The orthometric height was determined by differential leveling and
 AA5172.adjusted by the NATIONAL GEODETIC SURVEY
 AA5172.in August 1995.
 AA5172
 AA5172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5172.GEOID18 height accuracy estimate available here.
 AA5172
 AA5172.Click photographs - Photos may exist for this station.
 AA5172
 AA5172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5172
 AA5172.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5172
 AA5172.The ellipsoidal height was determined by GPS observations
 AA5172.and is referenced to NAD 83.
 AA5172
 AA5172.The dynamic height is computed by dividing the NAVD 88
 AA5172.geopotential number by the normal gravity value computed on the
 AA5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5172.degrees latitude (g = 980.6199 gals.).
 AA5172
 AA5172.The modeled gravity was interpolated from observed gravity values.
 AA5172
 AA5172. The following values were computed from the NAD 83(2011) position.
 AA5172
 AA5172;                    North         East     Units Scale Factor Converg.
 AA5172;SPC MI S     -    87,038.355 4,049,547.936   MT  0.99996188   +0 24 31.7
 AA5172;SPC MI S     -   285,558.91 13,285,918.43   iFT  0.99996188   +0 24 31.7
 AA5172;UTM  17      - 4,684,790.609   271,936.929   MT  1.00024002   -1 51 42.0
 AA5172
 AA5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5172!SPC MI S     -   0.99996355  x   0.99996188  =   0.99992543
 AA5172!UTM  17      -   0.99996355  x   1.00024002  =   1.00020356
 AA5172
 AA5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7193684790(NAD 83)
 AA5172
 AA5172                          SUPERSEDED SURVEY CONTROL
 AA5172
 AA5172  NAD 83(2007)-  42 16 55.14854(N)    083 45 57.38805(W) AD(2002.00) 0
 AA5172  ELLIP H (02/10/07)  232.442  (m)                       GP(2002.00)    
 AA5172  ELLIP H (07/12/02)  232.495  (m)                       GP(       ) 4 1
 AA5172  NAD 83(1994)-  42 16 55.14865(N)    083 45 57.38688(W) AD(       ) 1
 AA5172  ELLIP H (02/03/97)  232.524  (m)                       GP(       ) 4 1
 AA5172  NAD 83(1986)-  42 16 55.15373(N)    083 45 57.41301(W) AD(       ) 1
 AA5172  NAVD 88 (09/30/94)  266.4    (m)  GEOID93  model used  GPS OBS        
 AA5172
 AA5172.Superseded values are not recommended for survey control.
 AA5172
 AA5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5172.See file dsdata.pdf to determine how the superseded data were derived.
 AA5172
 AA5172_MARKER: DD = SURVEY DISK
 AA5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5172_STAMPING: 0013B
 AA5172_MARK LOGO: MI0150
 AA5172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5172+STABILITY: SURFACE MOTION
 AA5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5172+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5172
 AA5172  HISTORY     - Date     Condition        Report By
 AA5172  HISTORY     - 1993     MONUMENTED       MI0150
 AA5172  HISTORY     - 19930809 GOOD             WOOLPT
 AA5172  HISTORY     - 19931101 GOOD             WOOLPT
 AA5172  HISTORY     - 20160509 MARK NOT FOUND   MI0150
 AA5172
 AA5172                          STATION DESCRIPTION
 AA5172
 AA5172'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5172'STATION 0013B IS LOCATED IN THE GRASS TRAFFIC ISLAND AT THE
 AA5172'INTERSECTION OF DEXTER AVENUE AND JACKSON AVENUE, SAID STATION BEING
 AA5172'IN THE NORTHEAST 1/4 OF SECTION 30, ANN ARBOR TOWNSHIP IN THE CITY OF
 AA5172'ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 4.5 FT (1.4 M) NORTH OF
 AA5172'THE BACK OF CURB ALONG THE SOUTHERLY SIDE OF THE TRAFFIC ISLAND, 3.5
 AA5172'FT (1.1 M) WEST OF THE BACK OF CURB OF THE EASTERLY TRAFFIC ISLAND
 AA5172'BULLNOSE AND 38.01 FT (11.59 M) EASTERLY OF THE FIRE HYDRANT. SAID
 AA5172'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5172'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER
 AA5172'DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AA5172'OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0013A.
 AA5172
 AA5172                          STATION RECOVERY (1993)
 AA5172
 AA5172'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5172'RECOVERED AS DESCRIBED.
 AA5172
 AA5172                          STATION RECOVERY (2016)
 AA5172
 AA5172'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5177 ***********************************************************************
 AA5177  DESIGNATION -  0014A
 AA5177  PID         -  AA5177
 AA5177  STATE/COUNTY-  MI/WASHTENAW
 AA5177  COUNTRY     -  US
 AA5177  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5177
 AA5177                         *CURRENT SURVEY CONTROL
 AA5177  ______________________________________________________________________
 AA5177* NAD 83(2011) POSITION- 42 17 13.16212(N) 083 43 57.32241(W)   ADJUSTED
 AA5177* NAD 83(2011) ELLIP HT-   205.646 (meters)        (06/27/12)   ADJUSTED
 AA5177* NAD 83(2011) EPOCH   -  2010.00
 AA5177* NAVD 88 ORTHO HEIGHT -   239.613 (meters)      786.13  (feet) ADJUSTED
 AA5177  ______________________________________________________________________
 AA5177  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 AA5177  NAD 83(2011) X  -    515,906.346 (meters)                     COMP
 AA5177  NAD 83(2011) Y  - -4,697,516.661 (meters)                     COMP
 AA5177  NAD 83(2011) Z  -  4,269,378.404 (meters)                     COMP
 AA5177  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 AA5177  DYNAMIC HEIGHT  -        239.538 (meters)      785.88  (feet) COMP
 AA5177  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 AA5177
 AA5177  VERT ORDER      -  SECOND    CLASS II
 AA5177
 AA5177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5177  Standards:
 AA5177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5177  -------------------------------------------------------------------
 AA5177  NETWORK    2.20   3.06           0.96   0.83   1.56     -0.03056200
 AA5177  -------------------------------------------------------------------
 AA5177  Click here for local accuracies and other accuracy information.
 AA5177
 AA5177.The horizontal coordinates were established by GPS observations
 AA5177.and adjusted by the National Geodetic Survey in June 2012.
 AA5177
 AA5177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5177.been affixed to the stable North American tectonic plate. See 
 AA5177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5177
 AA5177.The horizontal coordinates are valid at the epoch date displayed above
 AA5177.which is a decimal equivalence of Year/Month/Day.
 AA5177
 AA5177.The orthometric height was determined by differential leveling and
 AA5177.adjusted by the NATIONAL GEODETIC SURVEY
 AA5177.in August 1995.
 AA5177
 AA5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5177.GEOID18 height accuracy estimate available here.
 AA5177
 AA5177.Click photographs - Photos may exist for this station.
 AA5177
 AA5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5177
 AA5177.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5177
 AA5177.The ellipsoidal height was determined by GPS observations
 AA5177.and is referenced to NAD 83.
 AA5177
 AA5177.The dynamic height is computed by dividing the NAVD 88
 AA5177.geopotential number by the normal gravity value computed on the
 AA5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5177.degrees latitude (g = 980.6199 gals.).
 AA5177
 AA5177.The modeled gravity was interpolated from observed gravity values.
 AA5177
 AA5177. The following values were computed from the NAD 83(2011) position.
 AA5177
 AA5177;                    North         East     Units Scale Factor Converg.
 AA5177;SPC MI S     -    87,614.308 4,052,294.523   MT  0.99996097   +0 25 53.4
 AA5177;SPC MI S     -   287,448.52 13,294,929.54   iFT  0.99996097   +0 25 53.4
 AA5177;UTM  17      - 4,685,257.415   274,704.929   MT  1.00022457   -1 50 21.8
 AA5177
 AA5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5177!SPC MI S     -   0.99996775  x   0.99996097  =   0.99992872
 AA5177!UTM  17      -   0.99996775  x   1.00022457  =   1.00019231
 AA5177
 AA5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7470485257(NAD 83)
 AA5177
 AA5177                          SUPERSEDED SURVEY CONTROL
 AA5177
 AA5177  NAD 83(2007)-  42 17 13.16228(N)    083 43 57.32316(W) AD(2002.00) 0
 AA5177  ELLIP H (02/10/07)  205.668  (m)                       GP(2002.00)    
 AA5177  ELLIP H (07/12/02)  205.720  (m)                       GP(       ) 4 1
 AA5177  NAD 83(1994)-  42 17 13.16235(N)    083 43 57.32202(W) AD(       ) 1
 AA5177  ELLIP H (02/03/97)  205.749  (m)                       GP(       ) 4 1
 AA5177  NAD 83(1986)-  42 17 13.16757(N)    083 43 57.34825(W) AD(       ) 1
 AA5177  NAVD 88 (09/30/94)  239.6    (m)  GEOID93  model used  GPS OBS        
 AA5177
 AA5177.Superseded values are not recommended for survey control.
 AA5177
 AA5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5177.See file dsdata.pdf to determine how the superseded data were derived.
 AA5177
 AA5177_MARKER: DB = BENCH MARK DISK
 AA5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5177_STAMPING: 0014A
 AA5177_MARK LOGO: MI0150
 AA5177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5177+STABILITY: SURFACE MOTION
 AA5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5177+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2023
 AA5177
 AA5177  HISTORY     - Date     Condition        Report By
 AA5177  HISTORY     - 1993     MONUMENTED       MI0150
 AA5177  HISTORY     - 19930809 GOOD             WOOLPT
 AA5177  HISTORY     - 19931101 GOOD             WOOLPT
 AA5177  HISTORY     - 20160217 GOOD             ADVGEO
 AA5177  HISTORY     - 20160509 GOOD             MI0150
 AA5177  HISTORY     - 20230414 GOOD             MCA
 AA5177
 AA5177                          STATION DESCRIPTION
 AA5177
 AA5177'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5177'STATION 0014A IS LOCATED ON THE EASTERLY SIDE OF MAIDEN LANE
 AA5177'APPROXIMATELY 140 FT (42.7 M) NORTHERLY OF THE NORTHERLY BACK OF CURB
 AA5177'OF FULLER ROAD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 21,
 AA5177'ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5177'LOCATED 5 FT (1.5 M) EASTERLY OF THE EASTERLY EDGE OF THE STONE WALL
 AA5177'AND 71 FT (21.6 M) SOUTHEASTERLY OF THE SOUTHERLY MOST POINT OF THE
 AA5177'CONCRETE BRIDGE ABUTMENT ON THE EASTERLY SIDE OF MAIDEN LANE. SAID
 AA5177'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5177'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER
 AA5177'DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AA5177'OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0014B.
 AA5177
 AA5177                          STATION RECOVERY (1993)
 AA5177
 AA5177'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5177'RECOVERED AS DESCRIBED.
 AA5177
 AA5177                          STATION RECOVERY (2016)
 AA5177
 AA5177'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (JLZ)
 AA5177'RECOVERED IN GOOD CONDITION.
 AA5177
 AA5177                          STATION RECOVERY (2016)
 AA5177
 AA5177'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5177'RECOVERED IN GOOD CONDITION.
 AA5177
 AA5177                          STATION RECOVERY (2023)
 AA5177
 AA5177'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CM)
 AA5177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5191 ***********************************************************************
 AA5191  DESIGNATION -  0014B
 AA5191  PID         -  AA5191
 AA5191  STATE/COUNTY-  MI/WASHTENAW
 AA5191  COUNTRY     -  US
 AA5191  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5191
 AA5191                         *CURRENT SURVEY CONTROL
 AA5191  ______________________________________________________________________
 AA5191* NAD 83(2011) POSITION- 42 17 11.00189(N) 083 43 32.81977(W)   ADJUSTED
 AA5191* NAD 83(2011) ELLIP HT-   196.263 (meters)        (06/27/12)   ADJUSTED
 AA5191* NAD 83(2011) EPOCH   -  2010.00
 AA5191* NAVD 88 ORTHO HEIGHT -   230.251 (meters)      755.42  (feet) ADJUSTED
 AA5191  ______________________________________________________________________
 AA5191  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 AA5191  NAD 83(2011) X  -    516,468.513 (meters)                     COMP
 AA5191  NAD 83(2011) Y  - -4,697,493.023 (meters)                     COMP
 AA5191  NAD 83(2011) Z  -  4,269,322.779 (meters)                     COMP
 AA5191  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 AA5191  DYNAMIC HEIGHT  -        230.178 (meters)      755.18  (feet) COMP
 AA5191  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 AA5191
 AA5191  VERT ORDER      -  SECOND    CLASS II
 AA5191
 AA5191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5191  Standards:
 AA5191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5191  -------------------------------------------------------------------
 AA5191  NETWORK    2.10   3.19           0.90   0.81   1.63      0.03449051
 AA5191  -------------------------------------------------------------------
 AA5191  Click here for local accuracies and other accuracy information.
 AA5191
 AA5191.The horizontal coordinates were established by GPS observations
 AA5191.and adjusted by the National Geodetic Survey in June 2012.
 AA5191
 AA5191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5191.been affixed to the stable North American tectonic plate. See 
 AA5191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5191
 AA5191.The horizontal coordinates are valid at the epoch date displayed above
 AA5191.which is a decimal equivalence of Year/Month/Day.
 AA5191
 AA5191.The orthometric height was determined by differential leveling and
 AA5191.adjusted by the NATIONAL GEODETIC SURVEY
 AA5191.in August 1995.
 AA5191
 AA5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5191.GEOID18 height accuracy estimate available here.
 AA5191
 AA5191.Click photographs - Photos may exist for this station.
 AA5191
 AA5191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5191
 AA5191.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5191
 AA5191.The ellipsoidal height was determined by GPS observations
 AA5191.and is referenced to NAD 83.
 AA5191
 AA5191.The dynamic height is computed by dividing the NAVD 88
 AA5191.geopotential number by the normal gravity value computed on the
 AA5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5191.degrees latitude (g = 980.6199 gals.).
 AA5191
 AA5191.The modeled gravity was interpolated from observed gravity values.
 AA5191
 AA5191. The following values were computed from the NAD 83(2011) position.
 AA5191
 AA5191;                    North         East     Units Scale Factor Converg.
 AA5191;SPC MI S     -    87,551.908 4,052,856.358   MT  0.99996108   +0 26 10.1
 AA5191;SPC MI S     -   287,243.79 13,296,772.83   iFT  0.99996108   +0 26 10.1
 AA5191;UTM  17      - 4,685,172.780   275,263.996   MT  1.00022148   -1 50 05.2
 AA5191
 AA5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5191!SPC MI S     -   0.99996922  x   0.99996108  =   0.99993030
 AA5191!UTM  17      -   0.99996922  x   1.00022148  =   1.00019069
 AA5191
 AA5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7526385172(NAD 83)
 AA5191
 AA5191                          SUPERSEDED SURVEY CONTROL
 AA5191
 AA5191  NAD 83(2007)-  42 17 11.00205(N)    083 43 32.82052(W) AD(2002.00) 0
 AA5191  ELLIP H (02/10/07)  196.286  (m)                       GP(2002.00)    
 AA5191  ELLIP H (07/12/02)  196.339  (m)                       GP(       ) 4 1
 AA5191  NAD 83(1994)-  42 17 11.00210(N)    083 43 32.81940(W) AD(       ) 1
 AA5191  ELLIP H (02/03/97)  196.368  (m)                       GP(       ) 4 1
 AA5191  NAD 83(1986)-  42 17 11.00734(N)    083 43 32.84564(W) AD(       ) 1
 AA5191  NAVD 88 (09/30/94)  230.2    (m)  GEOID93  model used  GPS OBS        
 AA5191
 AA5191.Superseded values are not recommended for survey control.
 AA5191
 AA5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5191.See file dsdata.pdf to determine how the superseded data were derived.
 AA5191
 AA5191_MARKER: DD = SURVEY DISK
 AA5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5191_STAMPING: 0014B
 AA5191_MARK LOGO: MI0150
 AA5191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5191+STABILITY: SURFACE MOTION
 AA5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5191+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5191
 AA5191  HISTORY     - Date     Condition        Report By
 AA5191  HISTORY     - 1993     MONUMENTED       MI0150
 AA5191  HISTORY     - 19930809 GOOD             WOOLPT
 AA5191  HISTORY     - 19931101 GOOD             WOOLPT
 AA5191  HISTORY     - 20160217 GOOD             ADVGEO
 AA5191  HISTORY     - 20160905 GOOD             MI0150
 AA5191
 AA5191                          STATION DESCRIPTION
 AA5191
 AA5191'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5191'STATION 0014B IS LOCATED SOUTH OF FULLER ROAD ON THE WEST SIDE OF THE
 AA5191'HURON RIVER, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 28,
 AA5191'ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5191'LOCATED APPROXIMATELY 250 FT (76.2 M) SOUTH OF THE CENTERLINE OF
 AA5191'FULLER ROAD, 30 FT (9.1 M) WEST OF THE WEST BANK OF THE HURON RIVER
 AA5191'AND 20 FT (6.1 M) NORTHEAST OF A SANITARY MANHOLE. SAID STATION IS A
 AA5191'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5191'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5191'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5191'1993 AND IS PAIRED WITH POINT 0014A.
 AA5191
 AA5191                          STATION RECOVERY (1993)
 AA5191
 AA5191'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5191'RECOVERED AS DESCRIBED.
 AA5191
 AA5191                          STATION RECOVERY (2016)
 AA5191
 AA5191'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (JLZ)
 AA5191'RECOVERED IN GOOD CONDITION.
 AA5191
 AA5191                          STATION RECOVERY (2016)
 AA5191
 AA5191'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5186 ***********************************************************************
 AA5186  DESIGNATION -  0015A
 AA5186  PID         -  AA5186
 AA5186  STATE/COUNTY-  MI/WASHTENAW
 AA5186  COUNTRY     -  US
 AA5186  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5186
 AA5186                         *CURRENT SURVEY CONTROL
 AA5186  ______________________________________________________________________
 AA5186* NAD 83(2011) POSITION- 42 15 47.12860(N) 083 42 58.71665(W)   ADJUSTED
 AA5186* NAD 83(2011) ELLIP HT-   246.124 (meters)        (06/27/12)   ADJUSTED
 AA5186* NAD 83(2011) EPOCH   -  2010.00
 AA5186* NAVD 88 ORTHO HEIGHT -   280.171 (meters)      919.19  (feet) ADJUSTED
 AA5186  ______________________________________________________________________
 AA5186  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 AA5186  NAD 83(2011) X  -    517,439.758 (meters)                     COMP
 AA5186  NAD 83(2011) Y  - -4,699,174.702 (meters)                     COMP
 AA5186  NAD 83(2011) Z  -  4,267,441.376 (meters)                     COMP
 AA5186  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 AA5186  DYNAMIC HEIGHT  -        280.082 (meters)      918.90  (feet) COMP
 AA5186  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 AA5186
 AA5186  VERT ORDER      -  SECOND    CLASS II
 AA5186
 AA5186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5186  Standards:
 AA5186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5186  -------------------------------------------------------------------
 AA5186  NETWORK    1.66   2.43           0.73   0.62   1.24      0.01832563
 AA5186  -------------------------------------------------------------------
 AA5186  Click here for local accuracies and other accuracy information.
 AA5186
 AA5186.The horizontal coordinates were established by GPS observations
 AA5186.and adjusted by the National Geodetic Survey in June 2012.
 AA5186
 AA5186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5186.been affixed to the stable North American tectonic plate. See 
 AA5186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5186
 AA5186.The horizontal coordinates are valid at the epoch date displayed above
 AA5186.which is a decimal equivalence of Year/Month/Day.
 AA5186
 AA5186.The orthometric height was determined by differential leveling and
 AA5186.adjusted by the NATIONAL GEODETIC SURVEY
 AA5186.in August 1995.
 AA5186
 AA5186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5186.GEOID18 height accuracy estimate available here.
 AA5186
 AA5186.Click photographs - Photos may exist for this station.
 AA5186
 AA5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5186
 AA5186.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5186
 AA5186.The ellipsoidal height was determined by GPS observations
 AA5186.and is referenced to NAD 83.
 AA5186
 AA5186.The dynamic height is computed by dividing the NAVD 88
 AA5186.geopotential number by the normal gravity value computed on the
 AA5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5186.degrees latitude (g = 980.6199 gals.).
 AA5186
 AA5186.The modeled gravity was interpolated from observed gravity values.
 AA5186
 AA5186. The following values were computed from the NAD 83(2011) position.
 AA5186
 AA5186;                    North         East     Units Scale Factor Converg.
 AA5186;SPC MI S     -    84,970.147 4,053,657.618   MT  0.99996538   +0 26 33.3
 AA5186;SPC MI S     -   278,773.45 13,299,401.63   iFT  0.99996538   +0 26 33.3
 AA5186;UTM  17      - 4,682,560.632   275,962.522   MT  1.00021762   -1 49 39.3
 AA5186
 AA5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5186!SPC MI S     -   0.99996140  x   0.99996538  =   0.99992678
 AA5186!UTM  17      -   0.99996140  x   1.00021762  =   1.00017901
 AA5186
 AA5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7596282560(NAD 83)
 AA5186
 AA5186                          SUPERSEDED SURVEY CONTROL
 AA5186
 AA5186  NAD 83(2007)-  42 15 47.12876(N)    083 42 58.71740(W) AD(2002.00) 0
 AA5186  ELLIP H (02/10/07)  246.146  (m)                       GP(2002.00)    
 AA5186  ELLIP H (07/12/02)  246.198  (m)                       GP(       ) 4 1
 AA5186  NAD 83(1994)-  42 15 47.12880(N)    083 42 58.71627(W) AD(       ) 1
 AA5186  ELLIP H (02/03/97)  246.227  (m)                       GP(       ) 4 1
 AA5186  NAD 83(1986)-  42 15 47.13411(N)    083 42 58.74258(W) AD(       ) 1
 AA5186  NAVD 88 (09/30/94)  280.2    (m)  GEOID93  model used  GPS OBS        
 AA5186
 AA5186.Superseded values are not recommended for survey control.
 AA5186
 AA5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5186.See file dsdata.pdf to determine how the superseded data were derived.
 AA5186
 AA5186_MARKER: DD = SURVEY DISK
 AA5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5186_STAMPING: 0015A
 AA5186_MARK LOGO: MI0150
 AA5186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5186+STABILITY: SURFACE MOTION
 AA5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5186+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5186
 AA5186  HISTORY     - Date     Condition        Report By
 AA5186  HISTORY     - 1993     MONUMENTED       MI0150
 AA5186  HISTORY     - 19930809 GOOD             WOOLPT
 AA5186  HISTORY     - 19931101 GOOD             WOOLPT
 AA5186  HISTORY     - 20160905 GOOD             MI0150
 AA5186
 AA5186                          STATION DESCRIPTION
 AA5186
 AA5186'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5186'STATION 0015A IS LOCATED ON THE SOUTHWESTERLY SIDE OF WASHTENAW
 AA5186'AVENUE, APPROXIMATELY 0.35 MI (0.56 KM) NORTHWEST OF THE EAST STADIUM
 AA5186'BOULEVARD INTERSECTION, SAID STATION BEING IN THE SOUTHWEST 1/4 OF
 AA5186'SECTION 34, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5186'STATION IS LOCATED 2 FT (0.6 M) SOUTHWEST OF THE BACK OF CURB ALONG
 AA5186'THE SOUTHWEST SIDE OF WASHTENAW AVENUE AND 0.35 MI (0.56 KM) NORTHWEST
 AA5186'OF THE EAST STADIUM BOULEVARD INTERSECTION. SAID STATION IS A PRIMARY
 AA5186'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5186'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH
 AA5186'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5186'PAIRED WITH POINT 0015B.
 AA5186
 AA5186                          STATION RECOVERY (1993)
 AA5186
 AA5186'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5186'RECOVERED AS DESCRIBED.
 AA5186
 AA5186                          STATION RECOVERY (2016)
 AA5186
 AA5186'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5187 ***********************************************************************
 AA5187  DESIGNATION -  0015B
 AA5187  PID         -  AA5187
 AA5187  STATE/COUNTY-  MI/WASHTENAW
 AA5187  COUNTRY     -  US
 AA5187  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5187
 AA5187                         *CURRENT SURVEY CONTROL
 AA5187  ______________________________________________________________________
 AA5187* NAD 83(2011) POSITION- 42 15 33.65226(N) 083 42 41.18985(W)   ADJUSTED
 AA5187* NAD 83(2011) ELLIP HT-   231.522 (meters)        (06/27/12)   ADJUSTED
 AA5187* NAD 83(2011) EPOCH   -  2010.00
 AA5187* NAVD 88 ORTHO HEIGHT -   265.583 (meters)      871.33  (feet) ADJUSTED
 AA5187  ______________________________________________________________________
 AA5187  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 AA5187  NAD 83(2011) X  -    517,868.504 (meters)                     COMP
 AA5187  NAD 83(2011) Y  - -4,699,397.943 (meters)                     COMP
 AA5187  NAD 83(2011) Z  -  4,267,123.807 (meters)                     COMP
 AA5187  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AA5187  DYNAMIC HEIGHT  -        265.499 (meters)      871.06  (feet) COMP
 AA5187  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 AA5187
 AA5187  VERT ORDER      -  SECOND    CLASS II
 AA5187
 AA5187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5187  Standards:
 AA5187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5187  -------------------------------------------------------------------
 AA5187  NETWORK    1.58   2.35           0.70   0.58   1.20      0.05553781
 AA5187  -------------------------------------------------------------------
 AA5187  Click here for local accuracies and other accuracy information.
 AA5187
 AA5187.The horizontal coordinates were established by GPS observations
 AA5187.and adjusted by the National Geodetic Survey in June 2012.
 AA5187
 AA5187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5187.been affixed to the stable North American tectonic plate. See 
 AA5187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5187
 AA5187.The horizontal coordinates are valid at the epoch date displayed above
 AA5187.which is a decimal equivalence of Year/Month/Day.
 AA5187
 AA5187.The orthometric height was determined by differential leveling and
 AA5187.adjusted by the NATIONAL GEODETIC SURVEY
 AA5187.in August 1995.
 AA5187
 AA5187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5187.GEOID18 height accuracy estimate available here.
 AA5187
 AA5187.Click photographs - Photos may exist for this station.
 AA5187
 AA5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5187
 AA5187.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5187
 AA5187.The ellipsoidal height was determined by GPS observations
 AA5187.and is referenced to NAD 83.
 AA5187
 AA5187.The dynamic height is computed by dividing the NAVD 88
 AA5187.geopotential number by the normal gravity value computed on the
 AA5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5187.degrees latitude (g = 980.6199 gals.).
 AA5187
 AA5187.The modeled gravity was interpolated from observed gravity values.
 AA5187
 AA5187. The following values were computed from the NAD 83(2011) position.
 AA5187
 AA5187;                    North         East     Units Scale Factor Converg.
 AA5187;SPC MI S     -    84,557.474 4,054,062.526   MT  0.99996608   +0 26 45.2
 AA5187;SPC MI S     -   277,419.53 13,300,730.07   iFT  0.99996608   +0 26 45.2
 AA5187;UTM  17      - 4,682,132.138   276,350.863   MT  1.00021548   -1 49 27.0
 AA5187
 AA5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5187!SPC MI S     -   0.99996369  x   0.99996608  =   0.99992977
 AA5187!UTM  17      -   0.99996369  x   1.00021548  =   1.00017916
 AA5187
 AA5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7635082132(NAD 83)
 AA5187
 AA5187                          SUPERSEDED SURVEY CONTROL
 AA5187
 AA5187  NAD 83(2007)-  42 15 33.65243(N)    083 42 41.19059(W) AD(2002.00) 0
 AA5187  ELLIP H (02/10/07)  231.545  (m)                       GP(2002.00)    
 AA5187  ELLIP H (07/12/02)  231.595  (m)                       GP(       ) 4 1
 AA5187  NAD 83(1994)-  42 15 33.65241(N)    083 42 41.18948(W) AD(       ) 1
 AA5187  ELLIP H (02/03/97)  231.624  (m)                       GP(       ) 4 1
 AA5187  NAD 83(1986)-  42 15 33.65785(N)    083 42 41.21587(W) AD(       ) 1
 AA5187  NAVD 88 (09/30/94)  265.6    (m)  GEOID93  model used  GPS OBS        
 AA5187
 AA5187.Superseded values are not recommended for survey control.
 AA5187
 AA5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5187.See file dsdata.pdf to determine how the superseded data were derived.
 AA5187
 AA5187_MARKER: DD = SURVEY DISK
 AA5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5187_STAMPING: 0015B
 AA5187_MARK LOGO: MI0150
 AA5187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5187+STABILITY: SURFACE MOTION
 AA5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5187+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2016
 AA5187
 AA5187  HISTORY     - Date     Condition        Report By
 AA5187  HISTORY     - 1993     MONUMENTED       MI0150
 AA5187  HISTORY     - 19930809 GOOD             WOOLPT
 AA5187  HISTORY     - 19931101 GOOD             WOOLPT
 AA5187  HISTORY     - 20160905 GOOD             MI0150
 AA5187
 AA5187                          STATION DESCRIPTION
 AA5187
 AA5187'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5187'STATION 0015B IS LOCATED IN THE CONCRETE TRAFFIC ISLAND AT THE
 AA5187'INTERSECTION OF EAST STADIUM BOULEVARD AND WASHTENAW AVENUE, SAID
 AA5187'STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 34, ANN ARBOR TOWNSHIP
 AA5187'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 49 FT (14.9
 AA5187'M) EAST OF THE WESTERLY FACE OF CURB AT THE BULLNOSE OF THE TRAFFIC
 AA5187'ISLAND AND 6 FT (1.8 M) SOUTH OF THE NORTHERLY BACK OF CURB OF THE
 AA5187'AFOREMENTIONED ISLAND. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5187'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5187'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5187'WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT
 AA5187'0015A.
 AA5187
 AA5187                          STATION RECOVERY (1993)
 AA5187
 AA5187'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5187'RECOVERED AS DESCRIBED.
 AA5187
 AA5187                          STATION RECOVERY (2016)
 AA5187
 AA5187'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5164 ***********************************************************************
 AA5164  DESIGNATION -  0016
 AA5164  PID         -  AA5164
 AA5164  STATE/COUNTY-  MI/WASHTENAW
 AA5164  COUNTRY     -  US
 AA5164  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5164
 AA5164                         *CURRENT SURVEY CONTROL
 AA5164  ______________________________________________________________________
 AA5164* NAD 83(2011) POSITION- 42 14 42.27042(N) 083 42 33.86381(W)   ADJUSTED
 AA5164* NAD 83(2011) ELLIP HT-   215.124 (meters)        (06/27/12)   ADJUSTED
 AA5164* NAD 83(2011) EPOCH   -  2010.00
 AA5164* NAVD 88 ORTHO HEIGHT -   249.223 (meters)      817.66  (feet) ADJUSTED
 AA5164  ______________________________________________________________________
 AA5164  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 AA5164  NAD 83(2011) X  -    518,150.893 (meters)                     COMP
 AA5164  NAD 83(2011) Y  - -4,700,427.109 (meters)                     COMP
 AA5164  NAD 83(2011) Z  -  4,265,939.247 (meters)                     COMP
 AA5164  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AA5164  DYNAMIC HEIGHT  -        249.143 (meters)      817.40  (feet) COMP
 AA5164  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 AA5164
 AA5164  VERT ORDER      -  SECOND    CLASS II
 AA5164
 AA5164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5164  Standards:
 AA5164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5164  -------------------------------------------------------------------
 AA5164  NETWORK    1.08   1.78           0.49   0.38   0.91      0.08693397
 AA5164  -------------------------------------------------------------------
 AA5164  Click here for local accuracies and other accuracy information.
 AA5164
 AA5164.The horizontal coordinates were established by GPS observations
 AA5164.and adjusted by the National Geodetic Survey in June 2012.
 AA5164
 AA5164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5164.been affixed to the stable North American tectonic plate. See 
 AA5164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5164
 AA5164.The horizontal coordinates are valid at the epoch date displayed above
 AA5164.which is a decimal equivalence of Year/Month/Day.
 AA5164
 AA5164.The orthometric height was determined by differential leveling and
 AA5164.adjusted by the NATIONAL GEODETIC SURVEY
 AA5164.in August 1995.
 AA5164
 AA5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5164.GEOID18 height accuracy estimate available here.
 AA5164
 AA5164.Click photographs - Photos may exist for this station.
 AA5164
 AA5164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5164
 AA5164.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5164
 AA5164.The ellipsoidal height was determined by GPS observations
 AA5164.and is referenced to NAD 83.
 AA5164
 AA5164.The dynamic height is computed by dividing the NAVD 88
 AA5164.geopotential number by the normal gravity value computed on the
 AA5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5164.degrees latitude (g = 980.6199 gals.).
 AA5164
 AA5164.The modeled gravity was interpolated from observed gravity values.
 AA5164
 AA5164. The following values were computed from the NAD 83(2011) position.
 AA5164
 AA5164;                    North         East     Units Scale Factor Converg.
 AA5164;SPC MI S     -    82,973.494 4,054,242.807   MT  0.99996881   +0 26 50.2
 AA5164;SPC MI S     -   272,222.75 13,301,321.55   iFT  0.99996881   +0 26 50.2
 AA5164;UTM  17      - 4,680,541.866   276,468.298   MT  1.00021484   -1 49 20.3
 AA5164
 AA5164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5164!SPC MI S     -   0.99996626  x   0.99996881  =   0.99993507
 AA5164!UTM  17      -   0.99996626  x   1.00021484  =   1.00018109
 AA5164
 AA5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7646880541(NAD 83)
 AA5164
 AA5164                          SUPERSEDED SURVEY CONTROL
 AA5164
 AA5164  NAD 83(2007)-  42 14 42.27055(N)    083 42 33.86455(W) AD(2002.00) 0
 AA5164  ELLIP H (02/10/07)  215.150  (m)                       GP(2002.00)    
 AA5164  ELLIP H (07/12/02)  215.198  (m)                       GP(       ) 4 1
 AA5164  NAD 83(1994)-  42 14 42.27035(N)    083 42 33.86357(W) AD(       ) 1
 AA5164  ELLIP H (02/03/97)  215.224  (m)                       GP(       ) 4 1
 AA5164  NAD 83(1986)-  42 14 42.27614(N)    083 42 33.88999(W) AD(       ) 1
 AA5164  NAVD 88 (09/30/94)  249.3    (m)  GEOID93  model used  GPS OBS        
 AA5164
 AA5164.Superseded values are not recommended for survey control.
 AA5164
 AA5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5164.See file dsdata.pdf to determine how the superseded data were derived.
 AA5164
 AA5164_MARKER: DD = SURVEY DISK
 AA5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5164_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0016
 AA5164_MARK LOGO: MI0150
 AA5164_PROJECTION: FLUSH
 AA5164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5164+STABILITY: SURFACE MOTION
 AA5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5164+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2025
 AA5164
 AA5164  HISTORY     - Date     Condition        Report By
 AA5164  HISTORY     - 1993     MONUMENTED       MI0150
 AA5164  HISTORY     - 19930809 GOOD             WOOLPT
 AA5164  HISTORY     - 19931101 GOOD             WOOLPT
 AA5164  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 AA5164  HISTORY     - 20040922 GOOD             USPSQD
 AA5164  HISTORY     - 20160923 GOOD             MI0150
 AA5164  HISTORY     - 20250718 GOOD             USPSQD
 AA5164
 AA5164                          STATION DESCRIPTION
 AA5164
 AA5164'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5164'STATION 0016 IS LOCATED IN BUHR PARK ON THE NORTH SIDE OF PACKARD ROAD
 AA5164'AND EASTERLY OF THE COBBLESTONE FARM HOUSE, SAID STATION BEING IN THE
 AA5164'SOUTHEAST 1/4 OF SECTION 3, PITTSFIELD TOWNSHIP IN THE CITY OF ANN
 AA5164'ARBOR, MICHIGAN. THE STATION IS LOCATED 78 FT (23.8 M) NORTH OF THE
 AA5164'BACK OF CURB ALONG THE NORTH SIDE OF PACKARD ROAD, 30.20 FT (9.20 M)
 AA5164'SOUTHEAST SOUTHWEST CORNER OF THE BUHR ROCK PEDESTAL AND 30.40 FT
 AA5164'(9.27 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE AFOREMENTIONED ROCK
 AA5164'PEDESTAL. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED
 AA5164'AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN
 AA5164'CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET
 AA5164'BY THE CITY OF ANN ARBOR IN 1993.
 AA5164
 AA5164                          STATION RECOVERY (1993)
 AA5164
 AA5164'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5164'RECOVERED AS DESCRIBED.
 AA5164
 AA5164                          STATION RECOVERY (2004)
 AA5164
 AA5164'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5164'MARK NOT FOUND.
 AA5164
 AA5164                          STATION RECOVERY (2004)
 AA5164
 AA5164'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5164'RECOVERED IN GOOD CONDITION.
 AA5164
 AA5164                          STATION RECOVERY (2016)
 AA5164
 AA5164'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5164'RECOVERED IN GOOD CONDITION.
 AA5164
 AA5164                          STATION RECOVERY (2025)
 AA5164
 AA5164'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AA5164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5190 ***********************************************************************
 AA5190  DESIGNATION -  0017
 AA5190  PID         -  AA5190
 AA5190  STATE/COUNTY-  MI/WASHTENAW
 AA5190  COUNTRY     -  US
 AA5190  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5190
 AA5190                         *CURRENT SURVEY CONTROL
 AA5190  ______________________________________________________________________
 AA5190* NAD 83(2011) POSITION- 42 15 37.56734(N) 083 44 07.15565(W)   ADJUSTED
 AA5190* NAD 83(2011) ELLIP HT-   218.588 (meters)        (06/27/12)   ADJUSTED
 AA5190* NAD 83(2011) EPOCH   -  2010.00
 AA5190* NAVD 88 ORTHO HEIGHT -   252.649 (meters)      828.90  (feet) ADJUSTED
 AA5190  ______________________________________________________________________
 AA5190  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 AA5190  NAD 83(2011) X  -    515,899.963 (meters)                     COMP
 AA5190  NAD 83(2011) Y  - -4,699,523.099 (meters)                     COMP
 AA5190  NAD 83(2011) Z  -  4,267,204.516 (meters)                     COMP
 AA5190  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AA5190  DYNAMIC HEIGHT  -        252.569 (meters)      828.64  (feet) COMP
 AA5190  MODELED GRAVITY -    980,298.4   (mgal)                       NAVD 88
 AA5190
 AA5190  VERT ORDER      -  SECOND    CLASS II
 AA5190
 AA5190  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5190  Standards:
 AA5190         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5190            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5190  -------------------------------------------------------------------
 AA5190  NETWORK    1.40   2.10           0.63   0.50   1.07      0.10369690
 AA5190  -------------------------------------------------------------------
 AA5190  Click here for local accuracies and other accuracy information.
 AA5190
 AA5190.The horizontal coordinates were established by GPS observations
 AA5190.and adjusted by the National Geodetic Survey in June 2012.
 AA5190
 AA5190.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5190.been affixed to the stable North American tectonic plate. See 
 AA5190.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5190
 AA5190.The horizontal coordinates are valid at the epoch date displayed above
 AA5190.which is a decimal equivalence of Year/Month/Day.
 AA5190
 AA5190.The orthometric height was determined by differential leveling and
 AA5190.adjusted by the NATIONAL GEODETIC SURVEY
 AA5190.in August 1995.
 AA5190
 AA5190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5190.GEOID18 height accuracy estimate available here.
 AA5190
 AA5190.Click photographs - Photos may exist for this station.
 AA5190
 AA5190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5190
 AA5190.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5190
 AA5190.The ellipsoidal height was determined by GPS observations
 AA5190.and is referenced to NAD 83.
 AA5190
 AA5190.The dynamic height is computed by dividing the NAVD 88
 AA5190.geopotential number by the normal gravity value computed on the
 AA5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5190.degrees latitude (g = 980.6199 gals.).
 AA5190
 AA5190.The modeled gravity was interpolated from observed gravity values.
 AA5190
 AA5190. The following values were computed from the NAD 83(2011) position.
 AA5190
 AA5190;                    North         East     Units Scale Factor Converg.
 AA5190;SPC MI S     -    84,663.213 4,052,091.372   MT  0.99996588   +0 25 46.7
 AA5190;SPC MI S     -   277,766.45 13,294,263.03   iFT  0.99996588   +0 25 46.7
 AA5190;UTM  17      - 4,682,315.914   274,384.944   MT  1.00022635   -1 50 25.0
 AA5190
 AA5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5190!SPC MI S     -   0.99996572  x   0.99996588  =   0.99993160
 AA5190!UTM  17      -   0.99996572  x   1.00022635  =   1.00019206
 AA5190
 AA5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7438482315(NAD 83)
 AA5190
 AA5190                          SUPERSEDED SURVEY CONTROL
 AA5190
 AA5190  NAD 83(2007)-  42 15 37.56751(N)    083 44 07.15640(W) AD(2002.00) 0
 AA5190  ELLIP H (02/10/07)  218.610  (m)                       GP(2002.00)    
 AA5190  ELLIP H (07/12/02)  218.662  (m)                       GP(       ) 4 1
 AA5190  NAD 83(1994)-  42 15 37.56753(N)    083 44 07.15527(W) AD(       ) 1
 AA5190  ELLIP H (02/03/97)  218.691  (m)                       GP(       ) 4 1
 AA5190  NAD 83(1986)-  42 15 37.57287(N)    083 44 07.18161(W) AD(       ) 1
 AA5190  NAVD 88 (09/30/94)  252.6    (m)  GEOID93  model used  GPS OBS        
 AA5190
 AA5190.Superseded values are not recommended for survey control.
 AA5190
 AA5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5190.See file dsdata.pdf to determine how the superseded data were derived.
 AA5190
 AA5190_MARKER: DD = SURVEY DISK
 AA5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5190_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0017
 AA5190_MARK LOGO: MI0150
 AA5190_PROJECTION: FLUSH
 AA5190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5190+STABILITY: SURFACE MOTION
 AA5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5190+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2025
 AA5190
 AA5190  HISTORY     - Date     Condition        Report By
 AA5190  HISTORY     - 1993     MONUMENTED       MI0150
 AA5190  HISTORY     - 19930809 GOOD             WOOLPT
 AA5190  HISTORY     - 19931101 GOOD             WOOLPT
 AA5190  HISTORY     - 20160509 GOOD             MI0150
 AA5190  HISTORY     - 20250718 GOOD             USPSQD
 AA5190
 AA5190                          STATION DESCRIPTION
 AA5190
 AA5190'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5190'STATION 0017 IS LOCATED IN FRISINGER PARK AT THE SOUTHEAST CORNER OF
 AA5190'EAST STADIUM BOULEVARD AND WOODBURY DRIVE, SAID STATION BEING IN THE
 AA5190'SOUTHWEST 1/4 SECTION OF SECTION 33, ANN ARBOR TOWNSHIP IN THE CITY OF
 AA5190'ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 5 FT (1.5 M) SOUTHEAST OF
 AA5190'THE BEND IN THE SOUTHWESTERLY STONE WALL NEAR THE NORTHWEST CORNER OF
 AA5190'SAID PARK, BEING APPROXIMATELY 140 FT (42.7 M) SOUTHERLY OF THE
 AA5190'CENTERLINE OF WOODBURY DRIVE. SAID STATION IS A PRIMARY CONTROL
 AA5190'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5190'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5190'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5190
 AA5190                          STATION RECOVERY (1993)
 AA5190
 AA5190'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5190'RECOVERED AS DESCRIBED.
 AA5190
 AA5190                          STATION RECOVERY (2016)
 AA5190
 AA5190'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5190'RECOVERED IN GOOD CONDITION.
 AA5190
 AA5190                          STATION RECOVERY (2025)
 AA5190
 AA5190'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AA5190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5168 ***********************************************************************
 AA5168  DESIGNATION -  0018
 AA5168  PID         -  AA5168
 AA5168  STATE/COUNTY-  MI/WASHTENAW
 AA5168  COUNTRY     -  US
 AA5168  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5168
 AA5168                         *CURRENT SURVEY CONTROL
 AA5168  ______________________________________________________________________
 AA5168* NAD 83(2011) POSITION- 42 16 03.33510(N) 083 45 20.40640(W)   ADJUSTED
 AA5168* NAD 83(2011) ELLIP HT-   247.047 (meters)        (06/27/12)   ADJUSTED
 AA5168* NAD 83(2011) EPOCH   -  2010.00
 AA5168* NAVD 88 ORTHO HEIGHT -   281.044 (meters)      922.06  (feet) ADJUSTED
 AA5168  ______________________________________________________________________
 AA5168  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 AA5168  NAD 83(2011) X  -    514,175.118 (meters)                     COMP
 AA5168  NAD 83(2011) Y  - -4,699,195.382 (meters)                     COMP
 AA5168  NAD 83(2011) Z  -  4,267,812.070 (meters)                     COMP
 AA5168  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AA5168  DYNAMIC HEIGHT  -        280.955 (meters)      921.77  (feet) COMP
 AA5168  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 AA5168
 AA5168  VERT ORDER      -  SECOND    CLASS II
 AA5168
 AA5168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5168  Standards:
 AA5168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5168  -------------------------------------------------------------------
 AA5168  NETWORK    1.46   2.31           0.66   0.51   1.18      0.08317033
 AA5168  -------------------------------------------------------------------
 AA5168  Click here for local accuracies and other accuracy information.
 AA5168
 AA5168.The horizontal coordinates were established by GPS observations
 AA5168.and adjusted by the National Geodetic Survey in June 2012.
 AA5168
 AA5168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5168.been affixed to the stable North American tectonic plate. See 
 AA5168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5168
 AA5168.The horizontal coordinates are valid at the epoch date displayed above
 AA5168.which is a decimal equivalence of Year/Month/Day.
 AA5168
 AA5168.The orthometric height was determined by differential leveling and
 AA5168.adjusted by the NATIONAL GEODETIC SURVEY
 AA5168.in August 1995.
 AA5168
 AA5168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5168.GEOID18 height accuracy estimate available here.
 AA5168
 AA5168.Click photographs - Photos may exist for this station.
 AA5168
 AA5168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5168
 AA5168.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5168
 AA5168.The ellipsoidal height was determined by GPS observations
 AA5168.and is referenced to NAD 83.
 AA5168
 AA5168.The dynamic height is computed by dividing the NAVD 88
 AA5168.geopotential number by the normal gravity value computed on the
 AA5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5168.degrees latitude (g = 980.6199 gals.).
 AA5168
 AA5168.The modeled gravity was interpolated from observed gravity values.
 AA5168
 AA5168. The following values were computed from the NAD 83(2011) position.
 AA5168
 AA5168;                    North         East     Units Scale Factor Converg.
 AA5168;SPC MI S     -    85,445.845 4,050,406.797   MT  0.99996453   +0 24 56.9
 AA5168;SPC MI S     -   280,334.14 13,288,736.21   iFT  0.99996453   +0 24 56.9
 AA5168;UTM  17      - 4,683,164.881   272,732.250   MT  1.00023556   -1 51 15.3
 AA5168
 AA5168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5168!SPC MI S     -   0.99996126  x   0.99996453  =   0.99992579
 AA5168!UTM  17      -   0.99996126  x   1.00023556  =   1.00019681
 AA5168
 AA5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7273283164(NAD 83)
 AA5168
 AA5168                          SUPERSEDED SURVEY CONTROL
 AA5168
 AA5168  NAD 83(2007)-  42 16 03.33526(N)    083 45 20.40715(W) AD(2002.00) 0
 AA5168  ELLIP H (02/10/07)  247.068  (m)                       GP(2002.00)    
 AA5168  ELLIP H (07/12/02)  247.122  (m)                       GP(       ) 4 1
 AA5168  NAD 83(1994)-  42 16 03.33533(N)    083 45 20.40601(W) AD(       ) 1
 AA5168  ELLIP H (02/03/97)  247.152  (m)                       GP(       ) 4 1
 AA5168  NAD 83(1986)-  42 16 03.34054(N)    083 45 20.43226(W) AD(       ) 1
 AA5168  NAVD 88 (09/30/94)  281.1    (m)  GEOID93  model used  GPS OBS        
 AA5168
 AA5168.Superseded values are not recommended for survey control.
 AA5168
 AA5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5168.See file dsdata.pdf to determine how the superseded data were derived.
 AA5168
 AA5168_MARKER: DB = BENCH MARK DISK
 AA5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5168_STAMPING: 0018 USGS
 AA5168_MARK LOGO: MI0150
 AA5168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5168+STABILITY: SURFACE MOTION
 AA5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5168+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2016
 AA5168
 AA5168  HISTORY     - Date     Condition        Report By
 AA5168  HISTORY     - 1993     MONUMENTED       MI0150
 AA5168  HISTORY     - 19930809 GOOD             WOOLPT
 AA5168  HISTORY     - 19931101 GOOD             WOOLPT
 AA5168  HISTORY     - 20160509 GOOD             MI0150
 AA5168
 AA5168                          STATION DESCRIPTION
 AA5168
 AA5168'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5168'STATION 0018 IS LOCATED IN ALLMENDINGER PARK, APPROXIMATELY 300 FT
 AA5168'(91.4 M) SOUTH OF THE BACK OF CURB ALONG THE SOUTH SIDE OF PAULINE
 AA5168'BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 32, ANN
 AA5168'ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5168'LOCATED 60 FT (18.3 M) SOUTH OF THE SOUTHWEST CORNER OF THE PARK
 AA5168'PAVILION AND 45.11 FT (13.75 M) SOUTHEAST OF THE SOUTHERLY MOST POINT
 AA5168'OF THE WESTERLY BASEBALL BACKSTOP. SAID STATION IS A PRIMARY CONTROL
 AA5168'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5168'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5168'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5168
 AA5168                          STATION RECOVERY (1993)
 AA5168
 AA5168'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5168'RECOVERED AS DESCRIBED.
 AA5168
 AA5168                          STATION RECOVERY (2016)
 AA5168
 AA5168'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5169 ***********************************************************************
 AA5169  DESIGNATION -  0019
 AA5169  PID         -  AA5169
 AA5169  STATE/COUNTY-  MI/WASHTENAW
 AA5169  COUNTRY     -  US
 AA5169  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5169
 AA5169                         *CURRENT SURVEY CONTROL
 AA5169  ______________________________________________________________________
 AA5169* NAD 83(2011) POSITION- 42 16 18.37454(N) 083 46 58.97547(W)   ADJUSTED
 AA5169* NAD 83(2011) ELLIP HT-   263.115 (meters)        (06/27/12)   ADJUSTED
 AA5169* NAD 83(2011) EPOCH   -  2010.00
 AA5169* NAVD 88 ORTHO HEIGHT -   297.093 (meters)      974.71  (feet) ADJUSTED
 AA5169  ______________________________________________________________________
 AA5169  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 AA5169  NAD 83(2011) X  -    511,896.910 (meters)                     COMP
 AA5169  NAD 83(2011) Y  - -4,699,142.075 (meters)                     COMP
 AA5169  NAD 83(2011) Z  -  4,268,166.278 (meters)                     COMP
 AA5169  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 AA5169  DYNAMIC HEIGHT  -        296.999 (meters)      974.40  (feet) COMP
 AA5169  MODELED GRAVITY -    980,295.1   (mgal)                       NAVD 88
 AA5169
 AA5169  VERT ORDER      -  SECOND    CLASS II
 AA5169
 AA5169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5169  Standards:
 AA5169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5169  -------------------------------------------------------------------
 AA5169  NETWORK    1.58   2.63           0.71   0.56   1.34      0.09448112
 AA5169  -------------------------------------------------------------------
 AA5169  Click here for local accuracies and other accuracy information.
 AA5169
 AA5169.The horizontal coordinates were established by GPS observations
 AA5169.and adjusted by the National Geodetic Survey in June 2012.
 AA5169
 AA5169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5169.been affixed to the stable North American tectonic plate. See 
 AA5169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5169
 AA5169.The horizontal coordinates are valid at the epoch date displayed above
 AA5169.which is a decimal equivalence of Year/Month/Day.
 AA5169
 AA5169.The orthometric height was determined by differential leveling and
 AA5169.adjusted by the NATIONAL GEODETIC SURVEY
 AA5169.in August 1995.
 AA5169
 AA5169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5169.GEOID18 height accuracy estimate available here.
 AA5169
 AA5169.Click photographs - Photos may exist for this station.
 AA5169
 AA5169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5169
 AA5169.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5169
 AA5169.The ellipsoidal height was determined by GPS observations
 AA5169.and is referenced to NAD 83.
 AA5169
 AA5169.The dynamic height is computed by dividing the NAVD 88
 AA5169.geopotential number by the normal gravity value computed on the
 AA5169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5169.degrees latitude (g = 980.6199 gals.).
 AA5169
 AA5169.The modeled gravity was interpolated from observed gravity values.
 AA5169
 AA5169. The following values were computed from the NAD 83(2011) position.
 AA5169
 AA5169;                    North         East     Units Scale Factor Converg.
 AA5169;SPC MI S     -    85,893.836 4,048,144.768   MT  0.99996376   +0 23 49.8
 AA5169;SPC MI S     -   281,803.92 13,281,314.86   iFT  0.99996376   +0 23 49.8
 AA5169;UTM  17      - 4,683,702.266   270,489.118   MT  1.00024817   -1 52 22.2
 AA5169
 AA5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5169!SPC MI S     -   0.99995874  x   0.99996376  =   0.99992250
 AA5169!UTM  17      -   0.99995874  x   1.00024817  =   1.00020690
 AA5169
 AA5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7048983702(NAD 83)
 AA5169
 AA5169                          SUPERSEDED SURVEY CONTROL
 AA5169
 AA5169  NAD 83(2007)-  42 16 18.37470(N)    083 46 58.97623(W) AD(2002.00) 0
 AA5169  ELLIP H (02/10/07)  263.137  (m)                       GP(2002.00)    
 AA5169  ELLIP H (07/12/02)  263.190  (m)                       GP(       ) 4 1
 AA5169  NAD 83(1994)-  42 16 18.37479(N)    083 46 58.97507(W) AD(       ) 1
 AA5169  ELLIP H (02/03/97)  263.220  (m)                       GP(       ) 4 1
 AA5169  NAD 83(1986)-  42 16 18.37992(N)    083 46 59.00127(W) AD(       ) 1
 AA5169  NAVD 88 (09/30/94)  297.1    (m)  GEOID93  model used  GPS OBS        
 AA5169
 AA5169.Superseded values are not recommended for survey control.
 AA5169
 AA5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5169.See file dsdata.pdf to determine how the superseded data were derived.
 AA5169
 AA5169_MARKER: DB = BENCH MARK DISK
 AA5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5169_STAMPING: 0019 USGS
 AA5169_MARK LOGO: MI0150
 AA5169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5169+STABILITY: SURFACE MOTION
 AA5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5169+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2016
 AA5169
 AA5169  HISTORY     - Date     Condition        Report By
 AA5169  HISTORY     - 1993     MONUMENTED       MI0150
 AA5169  HISTORY     - 19930809 GOOD             WOOLPT
 AA5169  HISTORY     - 19931101 GOOD             WOOLPT
 AA5169  HISTORY     - 20160509 GOOD             MI0150
 AA5169
 AA5169                          STATION DESCRIPTION
 AA5169
 AA5169'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5169'STATION 0019 IS LOCATED SOUTH OF WEST LIBERTY ROAD, EAST OF I-94 AT
 AA5169'THE WEST HIGH PUMP STATION, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5169'SECTION 25, SCIO TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5169'STATION IS LOCATED 74.65 FT (22.75 M) SOUTHEAST OF THE SOUTHEAST
 AA5169'CORNER OF THE FENCE SURROUNDING THE TENNIS COURTS, 158.79 FT (48.40 M)
 AA5169'SOUTHEAST OF THE SOUTHWEST CORNER OF THE AFOREMENTIONED FENCE AND IS
 AA5169'ON THE EASTERLY EXTENSION AND APPROXIMATELY 200 FT (61.0 M) SOUTH OF
 AA5169'THE WEST HIGH PUMP HOUSE. SAID STATION IS A PRIMARY CONTROL MONUMENT
 AA5169'AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS
 AA5169'DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS
 AA5169'POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5169
 AA5169                          STATION RECOVERY (1993)
 AA5169
 AA5169'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5169'RECOVERED AS DESCRIBED.
 AA5169
 AA5169                          STATION RECOVERY (2016)
 AA5169
 AA5169'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5175 ***********************************************************************
 AA5175  DESIGNATION -  0020
 AA5175  PID         -  AA5175
 AA5175  STATE/COUNTY-  MI/WASHTENAW
 AA5175  COUNTRY     -  US
 AA5175  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5175
 AA5175                         *CURRENT SURVEY CONTROL
 AA5175  ______________________________________________________________________
 AA5175* NAD 83(2011) POSITION- 42 17 57.19692(N) 083 44 05.37617(W)   ADJUSTED
 AA5175* NAD 83(2011) ELLIP HT-   223.643 (meters)        (06/27/12)   ADJUSTED
 AA5175* NAD 83(2011) EPOCH   -  2010.00
 AA5175* NAVD 88 ORTHO HEIGHT -   257.571 (meters)      845.05  (feet) ADJUSTED
 AA5175  ______________________________________________________________________
 AA5175  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 AA5175  NAD 83(2011) X  -    515,624.599 (meters)                     COMP
 AA5175  NAD 83(2011) Y  - -4,696,641.159 (meters)                     COMP
 AA5175  NAD 83(2011) Z  -  4,270,395.600 (meters)                     COMP
 AA5175  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 AA5175  DYNAMIC HEIGHT  -        257.490 (meters)      844.78  (feet) COMP
 AA5175  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 AA5175
 AA5175  VERT ORDER      -  SECOND    CLASS II
 AA5175
 AA5175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5175  Standards:
 AA5175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5175  -------------------------------------------------------------------
 AA5175  NETWORK    1.76   2.59           0.78   0.65   1.32      0.01917370
 AA5175  -------------------------------------------------------------------
 AA5175  Click here for local accuracies and other accuracy information.
 AA5175
 AA5175.The horizontal coordinates were established by GPS observations
 AA5175.and adjusted by the National Geodetic Survey in June 2012.
 AA5175
 AA5175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5175.been affixed to the stable North American tectonic plate. See 
 AA5175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5175
 AA5175.The horizontal coordinates are valid at the epoch date displayed above
 AA5175.which is a decimal equivalence of Year/Month/Day.
 AA5175
 AA5175.The orthometric height was determined by differential leveling and
 AA5175.adjusted by the NATIONAL GEODETIC SURVEY
 AA5175.in August 1995.
 AA5175
 AA5175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5175.GEOID18 height accuracy estimate available here.
 AA5175
 AA5175.Click photographs - Photos may exist for this station.
 AA5175
 AA5175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5175
 AA5175.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5175
 AA5175.The ellipsoidal height was determined by GPS observations
 AA5175.and is referenced to NAD 83.
 AA5175
 AA5175.The dynamic height is computed by dividing the NAVD 88
 AA5175.geopotential number by the normal gravity value computed on the
 AA5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5175.degrees latitude (g = 980.6199 gals.).
 AA5175
 AA5175.The modeled gravity was interpolated from observed gravity values.
 AA5175
 AA5175. The following values were computed from the NAD 83(2011) position.
 AA5175
 AA5175;                    North         East     Units Scale Factor Converg.
 AA5175;SPC MI S     -    88,971.534 4,052,099.825   MT  0.99995879   +0 25 47.9
 AA5175;SPC MI S     -   291,901.36 13,294,290.76   iFT  0.99995879   +0 25 47.9
 AA5175;UTM  17      - 4,686,621.652   274,564.130   MT  1.00022535   -1 50 28.7
 AA5175
 AA5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5175!SPC MI S     -   0.99996493  x   0.99995879  =   0.99992372
 AA5175!UTM  17      -   0.99996493  x   1.00022535  =   1.00019027
 AA5175
 AA5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7456486621(NAD 83)
 AA5175
 AA5175                          SUPERSEDED SURVEY CONTROL
 AA5175
 AA5175  NAD 83(2007)-  42 17 57.19709(N)    083 44 05.37692(W) AD(2002.00) 0
 AA5175  ELLIP H (02/10/07)  223.665  (m)                       GP(2002.00)    
 AA5175  ELLIP H (07/12/02)  223.717  (m)                       GP(       ) 4 1
 AA5175  NAD 83(1994)-  42 17 57.19716(N)    083 44 05.37578(W) AD(       ) 1
 AA5175  ELLIP H (02/03/97)  223.746  (m)                       GP(       ) 4 1
 AA5175  NAD 83(1986)-  42 17 57.20235(N)    083 44 05.40198(W) AD(       ) 1
 AA5175  NAVD 88 (09/30/94)  257.6    (m)  GEOID93  model used  GPS OBS        
 AA5175
 AA5175.Superseded values are not recommended for survey control.
 AA5175
 AA5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5175.See file dsdata.pdf to determine how the superseded data were derived.
 AA5175
 AA5175_MARKER: DD = SURVEY DISK
 AA5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5175_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0020
 AA5175_MARK LOGO: MI0150
 AA5175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5175+STABILITY: SURFACE MOTION
 AA5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5175+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5175
 AA5175  HISTORY     - Date     Condition        Report By
 AA5175  HISTORY     - 1993     MONUMENTED       MI0150
 AA5175  HISTORY     - 19930809 GOOD             WOOLPT
 AA5175  HISTORY     - 19931101 GOOD             WOOLPT
 AA5175  HISTORY     - 20010331 GOOD             NGS
 AA5175  HISTORY     - 20110126 GOOD             FTCH
 AA5175  HISTORY     - 20160503 GOOD             MI0150
 AA5175
 AA5175                          STATION DESCRIPTION
 AA5175
 AA5175'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5175'STATION 0020 IS LOCATED ON THE GROUNDS OF NORTHSIDE SCHOOL (OFF OF
 AA5175'PONTIAC TRAIL), SOUTHERLY OF HIAWATHA PLACE, SAID STATION BEING IN THE
 AA5175'NORTHWEST 1/4 OF SECTION 21, ANN ARBOR TOWNSHIP IN THE CITY OF ANN
 AA5175'ARBOR, MICHIGAN. THE STATION IS LOCATED 91.89 FT (28.01 M)
 AA5175'SOUTHEASTERLY OF THE LIGHT POLE ON THE SOUTHERLY SIDE OF HIAWATHA
 AA5175'PLACE AND 69.3 FT (21.1 M) NORTHEAST OF THE SOUTHERLY MOST POINT ON
 AA5175'THE BASEBALL BACKSTOP. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5175'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5175'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5175'WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5175
 AA5175                          STATION RECOVERY (1993)
 AA5175
 AA5175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5175'RECOVERED AS DESCRIBED.
 AA5175
 AA5175                          STATION RECOVERY (2001)
 AA5175
 AA5175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5175
 AA5175                          STATION RECOVERY (2011)
 AA5175
 AA5175'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2011 (ERF)
 AA5175'RECOVERED IN GOOD CONDITION.
 AA5175
 AA5175                          STATION RECOVERY (2016)
 AA5175
 AA5175'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5421 ***********************************************************************
 AA5421  DESIGNATION -  01012
 AA5421  PID         -  AA5421
 AA5421  STATE/COUNTY-  MI/OAKLAND
 AA5421  COUNTRY     -  US
 AA5421  USGS QUAD   -  DAVISBURG (2017)
 AA5421
 AA5421                         *CURRENT SURVEY CONTROL
 AA5421  ______________________________________________________________________
 AA5421* NAD 83(2011) POSITION- 42 52 07.47400(N) 083 34 15.52611(W)   ADJUSTED
 AA5421* NAD 83(2011) ELLIP HT-   246.142 (meters)        (06/27/12)   ADJUSTED
 AA5421* NAD 83(2011) EPOCH   -  2010.00
 AA5421* NAVD 88 ORTHO HEIGHT -   280.2   (meters)      919.    (feet) GPS OBS
 AA5421  ______________________________________________________________________
 AA5421  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5421  GEOID HEIGHT    -         -33.94 (meters)                     GEOID93
 AA5421  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 AA5421  NAD 83(2011) X  -    524,261.544 (meters)                     COMP
 AA5421  NAD 83(2011) Y  - -4,652,622.126 (meters)                     COMP
 AA5421  NAD 83(2011) Z  -  4,316,993.558 (meters)                     COMP
 AA5421  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 AA5421
 AA5421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5421  Standards:
 AA5421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5421  -------------------------------------------------------------------
 AA5421  NETWORK    1.49   1.49           0.65   0.56   0.76      0.05183781
 AA5421  -------------------------------------------------------------------
 AA5421  Click here for local accuracies and other accuracy information.
 AA5421
 AA5421.The horizontal coordinates were established by GPS observations
 AA5421.and adjusted by the National Geodetic Survey in June 2012.
 AA5421
 AA5421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5421.been affixed to the stable North American tectonic plate. See 
 AA5421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5421
 AA5421.The horizontal coordinates are valid at the epoch date displayed above
 AA5421.which is a decimal equivalence of Year/Month/Day.
 AA5421
 AA5421.The orthometric height was determined by GPS observations and a
 AA5421.high-resolution geoid model.
 AA5421
 AA5421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5421.GEOID18 height accuracy estimate available here.
 AA5421
 AA5421.Click photographs - Photos may exist for this station.
 AA5421
 AA5421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5421
 AA5421.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5421
 AA5421.The ellipsoidal height was determined by GPS observations
 AA5421.and is referenced to NAD 83.
 AA5421
 AA5421. The following values were computed from the NAD 83(2011) position.
 AA5421
 AA5421;                    North         East     Units Scale Factor Converg.
 AA5421;SPC MI S     -   152,343.560 4,065,012.018   MT  0.99990692   +0 32 29.4
 AA5421;SPC MI S     -   499,814.83 13,336,653.60   iFT  0.99990692   +0 32 29.4
 AA5421;UTM  17      - 4,749,445.683   289,992.839   MT  1.00014260   -1 44 59.0
 AA5421
 AA5421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5421!SPC MI S     -   0.99996140  x   0.99990692  =   0.99986832
 AA5421!UTM  17      -   0.99996140  x   1.00014260  =   1.00010399
 AA5421
 AA5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8999249445(NAD 83)
 AA5421
 AA5421                          SUPERSEDED SURVEY CONTROL
 AA5421
 AA5421  NAD 83(2007)-  42 52 07.47385(N)    083 34 15.52679(W) AD(2002.00) 0
 AA5421  ELLIP H (02/10/07)  246.151  (m)                       GP(2002.00)    
 AA5421  ELLIP H (07/12/02)  246.183  (m)                       GP(       ) 4 1
 AA5421  NAD 83(1994)-  42 52 07.47350(N)    083 34 15.52813(W) AD(       ) 1
 AA5421  ELLIP H (02/03/97)  246.215  (m)                       GP(       ) 4 1
 AA5421  NAD 83(1986)-  42 52 07.47389(N)    083 34 15.55760(W) AD(       ) 1
 AA5421
 AA5421.Superseded values are not recommended for survey control.
 AA5421
 AA5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5421.See file dsdata.pdf to determine how the superseded data were derived.
 AA5421
 AA5421_MARKER: DD = SURVEY DISK
 AA5421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5421_STAMPING: 01012
 AA5421_MARK LOGO: MI-125
 AA5421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5421+STABILITY: SURFACE MOTION
 AA5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5421+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5421
 AA5421  HISTORY     - Date     Condition        Report By
 AA5421  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5421  HISTORY     - 20020601 GOOD             INDIV
 AA5421  HISTORY     - 20060104 GOOD             INDIV
 AA5421
 AA5421                          STATION DESCRIPTION
 AA5421
 AA5421'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5421'INTERSTATE I-75 TO EXIT 101(GRANGE HALL RD. EXIT),1.15 MILES EAST
 AA5421'ALONG GRANGE HALL ROAD TO DIXIE HWY, 4.1 MILES (6.6 KM) NORTH ALONG
 AA5421'DIXIE HWY TO MCCLELLAND ROAD, 0.8 MILES (1.3 KM) EAST ALONG MCCLELLAND
 AA5421'ROAD TO VASSAR ROAD, 0.1 MILES (0.2 KM) NORTH ALONG VASSAR ROAD TO THE
 AA5421'MONUMENT AT THE WEST SIDE OF VASSAR ROAD.  THE MONUMENT IS 24 FEET
 AA5421'(7.3 M) WEST OF THE CENTERLINE OF VASSAR ROAD, 68.5 FEET (20.9 M)
 AA5421'NORTHWEST OF 48 INCH MAPLE TREE, 61.2 FEET (18.7 M) SOUTHWEST OF 30
 AA5421'INCH OAK TREE, 22.9 FEET (7.0 M) NORTH NORTHEAST OF 4 INCH SQUARE WOOD
 AA5421'POST, 162 FEET (49.4 M) SOUTH OF THE SOUTH LINE EXTENDED OF HOUSE
 AA5421'11149 VASSAR ROAD, AND FOUR FEET HIGHER THAN VASSAR ROAD.
 AA5421
 AA5421                          STATION RECOVERY (2002)
 AA5421
 AA5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5421'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5421'FOUND THIS CORNER TO BE GOOD.
 AA5421
 AA5421                          STATION RECOVERY (2006)
 AA5421
 AA5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5422 ***********************************************************************
 AA5422  DESIGNATION -  01062
 AA5422  PID         -  AA5422
 AA5422  STATE/COUNTY-  MI/OAKLAND
 AA5422  COUNTRY     -  US
 AA5422  USGS QUAD   -  FENTON (2017)
 AA5422
 AA5422                         *CURRENT SURVEY CONTROL
 AA5422  ______________________________________________________________________
 AA5422* NAD 83(2011) POSITION- 42 51 49.57678(N) 083 40 35.19558(W)   ADJUSTED
 AA5422* NAD 83(2011) ELLIP HT-   239.114 (meters)        (06/27/12)   ADJUSTED
 AA5422* NAD 83(2011) EPOCH   -  2010.00
 AA5422* NAVD 88 ORTHO HEIGHT -   272.9   (meters)      895.    (feet) GPS OBS
 AA5422  ______________________________________________________________________
 AA5422  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5422  GEOID HEIGHT    -         -33.73 (meters)                     GEOID93
 AA5422  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 AA5422  NAD 83(2011) X  -    515,737.444 (meters)                     COMP
 AA5422  NAD 83(2011) Y  - -4,653,947.565 (meters)                     COMP
 AA5422  NAD 83(2011) Z  -  4,316,583.972 (meters)                     COMP
 AA5422  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 AA5422
 AA5422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5422  Standards:
 AA5422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5422  -------------------------------------------------------------------
 AA5422  NETWORK    1.52   1.51           0.67   0.56   0.77      0.02794680
 AA5422  -------------------------------------------------------------------
 AA5422  Click here for local accuracies and other accuracy information.
 AA5422
 AA5422.The horizontal coordinates were established by GPS observations
 AA5422.and adjusted by the National Geodetic Survey in June 2012.
 AA5422
 AA5422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5422.been affixed to the stable North American tectonic plate. See 
 AA5422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5422
 AA5422.The horizontal coordinates are valid at the epoch date displayed above
 AA5422.which is a decimal equivalence of Year/Month/Day.
 AA5422
 AA5422.The orthometric height was determined by GPS observations and a
 AA5422.high-resolution geoid model.
 AA5422
 AA5422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5422.GEOID18 height accuracy estimate available here.
 AA5422
 AA5422.Click photographs - Photos may exist for this station.
 AA5422
 AA5422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5422
 AA5422.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5422
 AA5422.The ellipsoidal height was determined by GPS observations
 AA5422.and is referenced to NAD 83.
 AA5422
 AA5422. The following values were computed from the NAD 83(2011) position.
 AA5422
 AA5422;                    North         East     Units Scale Factor Converg.
 AA5422;SPC MI S     -   151,715.311 4,056,399.786   MT  0.99990695   +0 28 11.0
 AA5422;SPC MI S     -   497,753.65 13,308,398.25   iFT  0.99990695   +0 28 11.0
 AA5422;UTM  17      - 4,749,162.160   281,360.146   MT  1.00018814   -1 49 17.0
 AA5422
 AA5422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5422!SPC MI S     -   0.99996250  x   0.99990695  =   0.99986946
 AA5422!UTM  17      -   0.99996250  x   1.00018814  =   1.00015064
 AA5422
 AA5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8136049162(NAD 83)
 AA5422
 AA5422                          SUPERSEDED SURVEY CONTROL
 AA5422
 AA5422  NAD 83(2007)-  42 51 49.57663(N)    083 40 35.19625(W) AD(2002.00) 0
 AA5422  ELLIP H (02/10/07)  239.123  (m)                       GP(2002.00)    
 AA5422  ELLIP H (07/12/02)  239.156  (m)                       GP(       ) 4 1
 AA5422  NAD 83(1994)-  42 51 49.57627(N)    083 40 35.19758(W) AD(       ) 1
 AA5422  ELLIP H (02/03/97)  239.189  (m)                       GP(       ) 4 1
 AA5422  NAD 83(1986)-  42 51 49.57637(N)    083 40 35.22699(W) AD(       ) 1
 AA5422
 AA5422.Superseded values are not recommended for survey control.
 AA5422
 AA5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5422.See file dsdata.pdf to determine how the superseded data were derived.
 AA5422
 AA5422_MARKER: DD = SURVEY DISK
 AA5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5422_STAMPING: 01062
 AA5422_MARK LOGO: MI-125
 AA5422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5422+STABILITY: SURFACE MOTION
 AA5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5422+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5422
 AA5422  HISTORY     - Date     Condition        Report By
 AA5422  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5422  HISTORY     - 20020601 GOOD             INDIV
 AA5422  HISTORY     - 20060104 GOOD             INDIV
 AA5422  HISTORY     - 20240604 MARK NOT FOUND   MIDT
 AA5422
 AA5422                          STATION DESCRIPTION
 AA5422
 AA5422'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5422'US-23 TO EXIT 84 (THOMPSON ROAD EXIT),THENCE EAST 3.25 MILES (5.23 KM)
 AA5422'ALONG THOMPSON ROAD TO THE MONUMENT AT THE NORTH SIDE OF THOMPSON
 AA5422'ROAD. THE MONUMENT IS 26 FEET (7.9 M) NORHT OF THE CENTERLINE OF
 AA5422'THOMPSON ROAD, 29.4 FEET (9.0 M) EAST SOUTHEAST OF A WOOD FENCE POST
 AA5422'CORNER, 63.4 FEET (19.3 M) NORTHEAST OF A WOOD FENCE POST CORNER, 54
 AA5422'FEET (16.5 M) NORHT OF A 14 INCH HICKORY TREE, 49.2 FEET (15.0 M)
 AA5422'SOUTHEAST OF A POWER POLE, 176 FEET (53.6 M) WEST OF THE WEST LINE
 AA5422'EXTENDED OF HOUSE 1366 THOMPSON ROAD, AND LEVEL TO THOMPSON ROAD.
 AA5422
 AA5422                          STATION RECOVERY (2002)
 AA5422
 AA5422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5422'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5422'FOUND THIS CORNER TO BE GOOD.
 AA5422
 AA5422                          STATION RECOVERY (2006)
 AA5422
 AA5422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5422'RECOVERED IN GOOD CONDITION.
 AA5422
 AA5422                          STATION RECOVERY (2024)
 AA5422
 AA5422'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 AA5422'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2292 ***********************************************************************
 AB2292  DESIGNATION -  01101
 AB2292  PID         -  AB2292
 AB2292  STATE/COUNTY-  MI/ALCONA
 AB2292  COUNTRY     -  US
 AB2292  USGS QUAD   -  MIKADO (2017)
 AB2292
 AB2292                         *CURRENT SURVEY CONTROL
 AB2292  ______________________________________________________________________
 AB2292* NAD 83(2011) POSITION- 44 31 33.96563(N) 083 25 18.44314(W)   ADJUSTED
 AB2292* NAD 83(2011) ELLIP HT-   156.403 (meters)        (06/27/12)   ADJUSTED
 AB2292* NAD 83(2011) EPOCH   -  2010.00
 AB2292* NAVD 88 ORTHO HEIGHT -   192.0   (meters)      630.    (feet) GPS OBS
 AB2292  ______________________________________________________________________
 AB2292  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2292  GEOID HEIGHT    -         -35.27 (meters)                     GEOID93
 AB2292  GEOID HEIGHT    -        -35.499 (meters)                     GEOID18
 AB2292  NAD 83(2011) X  -    521,793.402 (meters)                     COMP
 AB2292  NAD 83(2011) Y  - -4,524,799.443 (meters)                     COMP
 AB2292  NAD 83(2011) Z  -  4,450,066.159 (meters)                     COMP
 AB2292  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AB2292
 AB2292  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2292  Standards:
 AB2292         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2292            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2292  -------------------------------------------------------------------
 AB2292  NETWORK    3.38   3.31           1.05   1.57   1.69     -0.31934478
 AB2292  -------------------------------------------------------------------
 AB2292  Click here for local accuracies and other accuracy information.
 AB2292
 AB2292.The horizontal coordinates were established by GPS observations
 AB2292.and adjusted by the National Geodetic Survey in June 2012.
 AB2292
 AB2292.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2292.been affixed to the stable North American tectonic plate. See 
 AB2292.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2292
 AB2292.The horizontal coordinates are valid at the epoch date displayed above
 AB2292.which is a decimal equivalence of Year/Month/Day.
 AB2292
 AB2292.The orthometric height was determined by GPS observations and a
 AB2292.high-resolution geoid model.
 AB2292
 AB2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2292.GEOID18 height accuracy estimate available here.
 AB2292
 AB2292.Click photographs - Photos may exist for this station.
 AB2292
 AB2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2292
 AB2292.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2292
 AB2292.The ellipsoidal height was determined by GPS observations
 AB2292.and is referenced to NAD 83.
 AB2292
 AB2292. The following values were computed from the NAD 83(2011) position.
 AB2292
 AB2292;                    North         East     Units Scale Factor Converg.
 AB2292;SPC MI C     -   134,830.540 6,075,105.837   MT  0.99993907   +0 40 02.9
 AB2292;SPC MI C     -   442,357.41 19,931,449.60   iFT  0.99993907   +0 40 02.9
 AB2292;UTM  17      - 4,933,161.327   307,558.046   MT  1.00005545   -1 41 55.5
 AB2292
 AB2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2292!SPC MI C     -   0.99997548  x   0.99993907  =   0.99991455
 AB2292!UTM  17      -   0.99997548  x   1.00005545  =   1.00003093
 AB2292
 AB2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0755833161(NAD 83)
 AB2292
 AB2292                          SUPERSEDED SURVEY CONTROL
 AB2292
 AB2292  NAD 83(2007)-  44 31 33.96712(N)    083 25 18.44236(W) AD(2002.00) 0
 AB2292  ELLIP H (02/10/07)  156.502  (m)                       GP(2002.00)    
 AB2292  ELLIP H (07/12/02)  156.490  (m)                       GP(       ) 4 1
 AB2292  NAD 83(1994)-  44 31 33.96700(N)    083 25 18.44263(W) AD(       ) 1
 AB2292  ELLIP H (02/03/97)  156.482  (m)                       GP(       ) 4 1
 AB2292  NAD 83(1986)-  44 31 33.95765(N)    083 25 18.44839(W) AD(       ) 1
 AB2292
 AB2292.Superseded values are not recommended for survey control.
 AB2292
 AB2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2292.See file dsdata.pdf to determine how the superseded data were derived.
 AB2292
 AB2292_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2292_STAMPING: 01101 1980
 AB2292_MARK LOGO: MIDT
 AB2292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2292+STABILITY: SURFACE MOTION
 AB2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2292+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2292
 AB2292  HISTORY     - Date     Condition        Report By
 AB2292  HISTORY     - 1980     MONUMENTED       MIDT
 AB2292  HISTORY     - 19990819 GOOD             USPSQD
 AB2292  HISTORY     - 20051211 GOOD             USPSQD
 AB2292
 AB2292                          STATION DESCRIPTION
 AB2292
 AB2292'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2292'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2292'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 24, T-25-N, R-8-E, IN
 AB2292'MIKADO TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF HARRISVILLE,
 AB2292'8.5 MI (13.7 KM) NORTHWEST FROM OSCODA, 4.5 MI (7.2 KM) SOUTH OF
 AB2292'MIKADO AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2292'INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE,
 AB2292'GO WEST 6.3 MI (10.1 KM) ALONG STATE HIGHWAY M-72 TO THE INTERSECTION
 AB2292'OF COUNTY ROAD F-41.  TURN LEFT AND GO SOUTH 9.0 MI (14.5 KM) ALONG
 AB2292'COUNTY ROAD F-41 TO T-INTERSECTION AT MIACHAUD ROAD ON THE RIGHT AND
 AB2292'STATION ON THE LEFT.  STATION IS 35.0 FT (10.7 M) EAST FROM CENTER OF
 AB2292'PAVED ROAD, 35.0 FT (10.7 M) SOUTHWEST FROM REFERENCE MARK NUMBER 1,
 AB2292'35.0 FT (10.7 M) NORTHWEST FROM REFERENCE MARK NUMBER 2, 26.0 FT (7.9
 AB2292'M) WEST FROM A NORTH-SOUTH FENCE LINE, 5.5 FT (1.7 M) SOUTH FROM
 AB2292'WITNESS POST WITH SIGN AND 4.0 FT (1.2 M) WEST FROM A CARSONITE
 AB2292'WITNESS POST.
 AB2292
 AB2292                          STATION RECOVERY (1999)
 AB2292
 AB2292'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2292'RECOVERED IN GOOD CONDITION.
 AB2292
 AB2292                          STATION RECOVERY (2005)
 AB2292
 AB2292'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2298 ***********************************************************************
 AB2298  DESIGNATION -  01102
 AB2298  PID         -  AB2298
 AB2298  STATE/COUNTY-  MI/ALCONA
 AB2298  COUNTRY     -  US
 AB2298  USGS QUAD   -  LINCOLN (2017)
 AB2298
 AB2298                         *CURRENT SURVEY CONTROL
 AB2298  ______________________________________________________________________
 AB2298* NAD 83(2011) POSITION- 44 39 21.22573(N) 083 25 24.23673(W)   ADJUSTED
 AB2298* NAD 83(2011) ELLIP HT-   181.367 (meters)        (06/27/12)   ADJUSTED
 AB2298* NAD 83(2011) EPOCH   -  2010.00
 AB2298* NAVD 88 ORTHO HEIGHT -   217.2   (meters)      713.    (feet) GPS OBS
 AB2298  ______________________________________________________________________
 AB2298  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2298  GEOID HEIGHT    -         -35.51 (meters)                     GEOID93
 AB2298  GEOID HEIGHT    -        -35.758 (meters)                     GEOID18
 AB2298  NAD 83(2011) X  -    520,508.602 (meters)                     COMP
 AB2298  NAD 83(2011) Y  - -4,514,772.406 (meters)                     COMP
 AB2298  NAD 83(2011) Z  -  4,460,355.278 (meters)                     COMP
 AB2298  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 AB2298
 AB2298  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2298  Standards:
 AB2298         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2298            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2298  -------------------------------------------------------------------
 AB2298  NETWORK    3.46   3.55           1.10   1.60   1.81     -0.30040305
 AB2298  -------------------------------------------------------------------
 AB2298  Click here for local accuracies and other accuracy information.
 AB2298
 AB2298.The horizontal coordinates were established by GPS observations
 AB2298.and adjusted by the National Geodetic Survey in June 2012.
 AB2298
 AB2298.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2298.been affixed to the stable North American tectonic plate. See 
 AB2298.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2298
 AB2298.The horizontal coordinates are valid at the epoch date displayed above
 AB2298.which is a decimal equivalence of Year/Month/Day.
 AB2298
 AB2298.The orthometric height was determined by GPS observations and a
 AB2298.high-resolution geoid model.
 AB2298
 AB2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2298.GEOID18 height accuracy estimate available here.
 AB2298
 AB2298.Click photographs - Photos may exist for this station.
 AB2298
 AB2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2298
 AB2298.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2298
 AB2298.The ellipsoidal height was determined by GPS observations
 AB2298.and is referenced to NAD 83.
 AB2298
 AB2298. The following values were computed from the NAD 83(2011) position.
 AB2298
 AB2298;                    North         East     Units Scale Factor Converg.
 AB2298;SPC MI C     -   149,250.344 6,074,810.199   MT  0.99992523   +0 39 58.8
 AB2298;SPC MI C     -   489,666.48 19,930,479.66   iFT  0.99992523   +0 39 58.8
 AB2298;UTM  17      - 4,947,582.805   307,858.534   MT  1.00005401   -1 42 13.7
 AB2298
 AB2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2298!SPC MI C     -   0.99997156  x   0.99992523  =   0.99989680
 AB2298!UTM  17      -   0.99997156  x   1.00005401  =   1.00002557
 AB2298
 AB2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0785847582(NAD 83)
 AB2298
 AB2298                          SUPERSEDED SURVEY CONTROL
 AB2298
 AB2298  NAD 83(2007)-  44 39 21.22727(N)    083 25 24.23593(W) AD(2002.00) 0
 AB2298  ELLIP H (02/10/07)  181.468  (m)                       GP(2002.00)    
 AB2298  ELLIP H (07/12/02)  181.458  (m)                       GP(       ) 4 1
 AB2298  NAD 83(1994)-  44 39 21.22715(N)    083 25 24.23619(W) AD(       ) 1
 AB2298  ELLIP H (02/03/97)  181.449  (m)                       GP(       ) 4 1
 AB2298  NAD 83(1986)-  44 39 21.21788(N)    083 25 24.24190(W) AD(       ) 1
 AB2298
 AB2298.Superseded values are not recommended for survey control.
 AB2298
 AB2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2298.See file dsdata.pdf to determine how the superseded data were derived.
 AB2298
 AB2298_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2298_STAMPING: 01102 1994
 AB2298_MARK LOGO: MIDT
 AB2298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2298+STABILITY: SURFACE MOTION
 AB2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2298+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2298
 AB2298  HISTORY     - Date     Condition        Report By
 AB2298  HISTORY     - 1994     MONUMENTED       MIDT
 AB2298  HISTORY     - 19990817 GOOD             USPSQD
 AB2298  HISTORY     - 20051211 GOOD             USPSQD
 AB2298
 AB2298                          STATION DESCRIPTION
 AB2298
 AB2298'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2298'STATION IS LOCATED IN QUAD 440831 ON THE HARRISVILLE QUADRANGLE MAP.
 AB2298'IT IS IN THE SOUTHEAST 1/4 OF SECTION 11, T-26-N, R-8-E, GUSTIN
 AB2298'TOWNSHIP.  ABOUT 2.0 MI (3.2 KM) SOUTHWEST FROM LINCOLN, 4.5 MI (7.2
 AB2298'KM) NORTH FROM MIKADO, 6.3 MI (10.1 KM) WEST FROM HARRISVILLE AND ON
 AB2298'STATE HIGHWAY RIGHT-OF WAY.  TO REACH FROM THE INTERSECTION OF US
 AB2298'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO WEST ON STATE
 AB2298'HIGHWAY M-72 FOR 6.31 MI (10.15 KM) TO THE INTERSECTION OF STATE
 AB2298'HIGHWAY M-72 AND COUNTY ROAD F-41.  STATION IS ON THE RIGHT IN THE
 AB2298'NORTHWEST QUADRANT OF THE INTERSECTION.  STATION IS 67.0 FT (20.4 M)
 AB2298'WEST OF THE CENTER OF COUNTY ROAD F-41, 43.5 FT (13.3 M) SOUTHWEST
 AB2298'FROM A POWER POLE, 39.0 FT (11.9 M) NORTH FROM THE CENTER OF STATE
 AB2298'HIGHWAY M-72, 4.1 FT (1.2 M) SOUTH FROM A CARSONITE WITNESS POST, 60.0
 AB2298'FT (18.3 M) NORTHEAST FROM REFERENCE MARK NUMBER 1, AND 50.0 FT (15.2
 AB2298'M) NORTHWEST FROM REFERENCE MARK NUMBER 2.
 AB2298
 AB2298                          STATION RECOVERY (1999)
 AB2298
 AB2298'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2298'RECOVERED IN GOOD CONDITION.
 AB2298
 AB2298                          STATION RECOVERY (2005)
 AB2298
 AB2298'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2297 ***********************************************************************
 AB2297  DESIGNATION -  01103
 AB2297  PID         -  AB2297
 AB2297  STATE/COUNTY-  MI/ALCONA
 AB2297  COUNTRY     -  US
 AB2297  USGS QUAD   -  HARRISVILLE (2017)
 AB2297
 AB2297                         *CURRENT SURVEY CONTROL
 AB2297  ______________________________________________________________________
 AB2297* NAD 83(2011) POSITION- 44 41 36.81849(N) 083 17 20.27071(W)   ADJUSTED
 AB2297* NAD 83(2011) ELLIP HT-   155.658 (meters)        (06/27/12)   ADJUSTED
 AB2297* NAD 83(2011) EPOCH   -  2010.00
 AB2297* NAVD 88 ORTHO HEIGHT -   191.7   (meters)      629.    (feet) GPS OBS
 AB2297  ______________________________________________________________________
 AB2297  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2297  GEOID HEIGHT    -         -35.72 (meters)                     GEOID93
 AB2297  GEOID HEIGHT    -        -35.946 (meters)                     GEOID18
 AB2297  NAD 83(2011) X  -    530,754.280 (meters)                     COMP
 AB2297  NAD 83(2011) Y  - -4,510,597.876 (meters)                     COMP
 AB2297  NAD 83(2011) Z  -  4,463,313.631 (meters)                     COMP
 AB2297  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 AB2297
 AB2297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2297  Standards:
 AB2297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2297  -------------------------------------------------------------------
 AB2297  NETWORK    3.44   3.55           1.09   1.59   1.81     -0.30659312
 AB2297  -------------------------------------------------------------------
 AB2297  Click here for local accuracies and other accuracy information.
 AB2297
 AB2297.The horizontal coordinates were established by GPS observations
 AB2297.and adjusted by the National Geodetic Survey in June 2012.
 AB2297
 AB2297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2297.been affixed to the stable North American tectonic plate. See 
 AB2297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2297
 AB2297.The horizontal coordinates are valid at the epoch date displayed above
 AB2297.which is a decimal equivalence of Year/Month/Day.
 AB2297
 AB2297.The orthometric height was determined by GPS observations and a
 AB2297.high-resolution geoid model.
 AB2297
 AB2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2297.GEOID18 height accuracy estimate available here.
 AB2297
 AB2297.Click photographs - Photos may exist for this station.
 AB2297
 AB2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2297
 AB2297.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2297
 AB2297.The ellipsoidal height was determined by GPS observations
 AB2297.and is referenced to NAD 83.
 AB2297
 AB2297. The following values were computed from the NAD 83(2011) position.
 AB2297
 AB2297;                    North         East     Units Scale Factor Converg.
 AB2297;SPC MI C     -   153,567.987 6,085,415.993   MT  0.99992216   +0 45 40.7
 AB2297;SPC MI C     -   503,831.98 19,965,275.57   iFT  0.99992216   +0 45 40.7
 AB2297;UTM  17      - 4,951,458.422   318,634.997   MT  1.00000451   -1 36 37.1
 AB2297
 AB2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2297!SPC MI C     -   0.99997559  x   0.99992216  =   0.99989776
 AB2297!UTM  17      -   0.99997559  x   1.00000451  =   0.99998010
 AB2297
 AB2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1863451458(NAD 83)
 AB2297
 AB2297                          SUPERSEDED SURVEY CONTROL
 AB2297
 AB2297  NAD 83(2007)-  44 41 36.82004(N)    083 17 20.26989(W) AD(2002.00) 0
 AB2297  ELLIP H (02/10/07)  155.760  (m)                       GP(2002.00)    
 AB2297  ELLIP H (07/12/02)  155.751  (m)                       GP(       ) 4 1
 AB2297  NAD 83(1994)-  44 41 36.81992(N)    083 17 20.27015(W) AD(       ) 1
 AB2297  ELLIP H (02/03/97)  155.741  (m)                       GP(       ) 4 1
 AB2297  NAD 83(1986)-  44 41 36.81069(N)    083 17 20.27584(W) AD(       ) 1
 AB2297
 AB2297.Superseded values are not recommended for survey control.
 AB2297
 AB2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2297.See file dsdata.pdf to determine how the superseded data were derived.
 AB2297
 AB2297_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2297_STAMPING: 01103
 AB2297_MARK LOGO: MIDT
 AB2297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2297+STABILITY: SURFACE MOTION
 AB2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2297+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 AB2297
 AB2297  HISTORY     - Date     Condition        Report By
 AB2297  HISTORY     - 1980     MONUMENTED       MIDT
 AB2297  HISTORY     - 19990817 GOOD             USPSQD
 AB2297  HISTORY     - 20050716 GOOD             USPSQD
 AB2297
 AB2297                          STATION DESCRIPTION
 AB2297
 AB2297'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2297'STATION IS LOCATED IN QUAD 440831 AND ON THE QUADRANGLE MAP.  IT IS IN
 AB2297'THE SOUTHEAST 1/4 OF SECTION 36, T-27-N, R-9-E, HAYNES TOWNSHIP. ABOUT
 AB2297'2.7 MI (4.3 KM) NORTH OF HARRISVILLE, 11.1 MI (17.9 KM) NORTHEAST OF
 AB2297'MIKADO, AND 7.0 MI (11.3 KM) EAST OF LINCOLN.  TO REACH FROM THE
 AB2297'INTERSECTION OF STATE HIGHWAY 72 AND US HIGHWAY 23 IN THE VILLAGE OF
 AB2297'HARRISVILLE, GO NORTH ALONG US HIGHWAY 23 FOR 2.7 MI (4.3 KM) TO THE
 AB2297'INTERSECTION OF LAKESHORE DRIVE AND THE STATION ON THE RIGHT AS
 AB2297'DESCRIBED.  STATION IS ENCASED IN A 1.0 FT (0.3 M) PLASTIC CULVERT,
 AB2297'4.5 FT (1.4 M) BELOW NATURAL GROUND, 39.0 FT (11.9 M) EAST FROM THE
 AB2297'CENTER OF US HIGHWAY 23, 127.0 FT (38.7 M) FSOUTH FROM LAKESHORE
 AB2297'DRIVE, 69.0 FT (21.0 M) NORTHWEST FROM A 15-INCH MAPLE TREE, 100.0 FT
 AB2297'(30.5 M) NORTH FROM THE OUTLET OF A CROSS CULVERT UNDER US HIGHWAY 23
 AB2297'AND 1.0 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 AB2297
 AB2297                          STATION RECOVERY (1999)
 AB2297
 AB2297'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2297'RECOVERED IN GOOD CONDITION.
 AB2297
 AB2297                          STATION RECOVERY (2005)
 AB2297
 AB2297'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 AB2297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2766 ***********************************************************************
 AA2766  DESIGNATION -  01104
 AA2766  PID         -  AA2766
 AA2766  STATE/COUNTY-  MI/ALCONA
 AA2766  COUNTRY     -  US
 AA2766  USGS QUAD   -  SPRUCE (2017)
 AA2766
 AA2766                         *CURRENT SURVEY CONTROL
 AA2766  ______________________________________________________________________
 AA2766* NAD 83(2011) POSITION- 44 50 38.61827(N) 083 24 14.75985(W)   ADJUSTED
 AA2766* NAD 83(2011) ELLIP HT-   208.757 (meters)        (06/27/12)   ADJUSTED
 AA2766* NAD 83(2011) EPOCH   -  2010.00
 AA2766* NAVD 88 ORTHO HEIGHT -   244.9   (meters)      803.    (feet) GPS OBS
 AA2766  ______________________________________________________________________
 AA2766  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2766  GEOID HEIGHT    -         -35.83 (meters)                     GEOID93
 AA2766  GEOID HEIGHT    -        -36.079 (meters)                     GEOID18
 AA2766  NAD 83(2011) X  -    520,340.533 (meters)                     COMP
 AA2766  NAD 83(2011) Y  - -4,499,992.101 (meters)                     COMP
 AA2766  NAD 83(2011) Z  -  4,475,225.095 (meters)                     COMP
 AA2766  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 AA2766
 AA2766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2766  Standards:
 AA2766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2766  -------------------------------------------------------------------
 AA2766  NETWORK    3.50   3.68           1.14   1.61   1.88     -0.27749738
 AA2766  -------------------------------------------------------------------
 AA2766  Click here for local accuracies and other accuracy information.
 AA2766
 AA2766.The horizontal coordinates were established by GPS observations
 AA2766.and adjusted by the National Geodetic Survey in June 2012.
 AA2766
 AA2766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2766.been affixed to the stable North American tectonic plate. See 
 AA2766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2766
 AA2766.The horizontal coordinates are valid at the epoch date displayed above
 AA2766.which is a decimal equivalence of Year/Month/Day.
 AA2766
 AA2766.The orthometric height was determined by GPS observations and a
 AA2766.high-resolution geoid model.
 AA2766
 AA2766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2766.GEOID18 height accuracy estimate available here.
 AA2766
 AA2766.Click photographs - Photos may exist for this station.
 AA2766
 AA2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2766
 AA2766.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2766
 AA2766.The ellipsoidal height was determined by GPS observations
 AA2766.and is referenced to NAD 83.
 AA2766
 AA2766. The following values were computed from the NAD 83(2011) position.
 AA2766
 AA2766;                    North         East     Units Scale Factor Converg.
 AA2766;SPC MI C     -   170,175.303 6,076,092.607   MT  0.99991420   +0 40 47.9
 AA2766;SPC MI C     -   558,317.92 19,934,687.03   iFT  0.99991420   +0 40 47.9
 AA2766;UTM  17      - 4,968,439.437   310,006.506   MT  1.00004390   -1 41 45.0
 AA2766
 AA2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2766!SPC MI C     -   0.99996727  x   0.99991420  =   0.99988147
 AA2766!UTM  17      -   0.99996727  x   1.00004390  =   1.00001117
 AA2766
 AA2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1000668439(NAD 83)
 AA2766
 AA2766                          SUPERSEDED SURVEY CONTROL
 AA2766
 AA2766  NAD 83(2007)-  44 50 38.61995(N)    083 24 14.75886(W) AD(2002.00) 0
 AA2766  ELLIP H (02/10/07)  208.858  (m)                       GP(2002.00)    
 AA2766  ELLIP H (07/12/02)  208.850  (m)                       GP(       ) 4 1
 AA2766  NAD 83(1994)-  44 50 38.61984(N)    083 24 14.75913(W) AD(       ) 1
 AA2766  ELLIP H (02/03/97)  208.838  (m)                       GP(       ) 4 1
 AA2766  NAD 83(1986)-  44 50 38.61077(N)    083 24 14.76445(W) AD(       ) 1
 AA2766
 AA2766.Superseded values are not recommended for survey control.
 AA2766
 AA2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2766.See file dsdata.pdf to determine how the superseded data were derived.
 AA2766
 AA2766_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2766_STAMPING: 01104 1980
 AA2766_MARK LOGO: MIDT
 AA2766_PROJECTION: FLUSH
 AA2766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2766+STABILITY: SURFACE MOTION
 AA2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2766+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 AA2766
 AA2766  HISTORY     - Date     Condition        Report By
 AA2766  HISTORY     - 1980     MONUMENTED       MIDT
 AA2766  HISTORY     - 19940406 GOOD             MIDT
 AA2766  HISTORY     - 19990817 GOOD             USPSQD
 AA2766  HISTORY     - 20050829 GOOD             USPSQD
 AA2766  HISTORY     - 20190807 GOOD             INDIV
 AA2766
 AA2766                          STATION DESCRIPTION
 AA2766
 AA2766'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (ELM)
 AA2766'STATION IS LOCATED IN QUAD 440832 AND ON THE SPRUCE QUADRANGLE MAP. IT
 AA2766'IS IN THE NORTHWEST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP,
 AA2766'ABOUT 12 MILES (19.3 KM) NORTHEAST OF HARRISVILLE, ABOUT 10 MILES
 AA2766'(16.1 KM) NORTH OF LINCOLN, ABOUT 4.25 MILES (6.84 KM) SOUTH OF
 AA2766'OSSINEKE, AND WITHIN THE UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO
 AA2766'REACH THE STATION FROM THE POST OFFICE IN OSSINEKE, TRAVEL SOUTHH
 AA2766'ALONG UNITED STATES HIGHWAY 23 FOR 4.7 MILES (7.6 KM) TO SPRUCE ROAD.
 AA2766'STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF UNITED
 AA2766'STATES HIGHWAY 23 AND SPRUCE ROAD AS DESCRIBED. STATION IS FLUSH WITH
 AA2766'THE GROUND.  IT IS 110.0 FT (33.5 M) SOUTHEAST OF THE CENTER OF SPRUCE
 AA2766'ROAD, 61.2 FT (18.7 M) NORTHEAST OF A CONCRETE HIGHWAY PROJECT MAKER
 AA2766'POST, 49.0 FT (14.9 M) SOUTHWEST OF THE CENTER OF UNITED STATES
 AA2766'HIGHWAY 23, 23.7 FT (7.2 M) NORTHEAST OF A POWER POLE, AND 2.0 FT (0.6
 AA2766'M) WEST OF A METAL WITNESS POST WITH SIGN.
 AA2766
 AA2766                          STATION RECOVERY (1994)
 AA2766
 AA2766'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA2766'STATION IS LOCATED IN QUAD 440834 AND ON THE QUADRANGLE MAP.  IT IS IN
 AA2766'THE NORTHWEST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP. ABOUT
 AA2766'3.15 MILES (5.07 KM) EAST OF SPRUCE, 17.0 MILES (27.4 KM) NORTHWEST OF
 AA2766'HARRISVILLE, AND 11.0 MILES (17.7 KM) NORTH OF LINCOLN. TO REACH FROM
 AA2766'THE POST OFFICE IN SPRUCE, GO EAST 3.15 MI (5.07 KM) ALONG SPRUCE ROAD
 AA2766'TO THE INTERSECTION OF US HIGHWAY 23 AND THE STATION ON THE RIGHT AS
 AA2766'DESCRIBED.  STATION IS AN ALUMINUM DISC IN A CONCRETE MONUMENT, 49.2
 AA2766'FT (15.0 M) SOUTHWEST FROM THE CENTER OF US HIGHWAY 23, 29.0 FT (8.8
 AA2766'M) SOUTH FROM SPRUCE ROAD EXTENDED CENTER, 61.2 FT (18.7 M) NORTHWEST
 AA2766'FROM A CONCRETE POST WITH BRASS HIGHWAY PLAQUE, 23.2 FT (7.1 M)
 AA2766'NORTHEAST FROM A UTILITY POLE, AND 2.0 FT (0.6 M) NORTHEAST FROM A
 AA2766'METAL WITNESS POST WITH SIGN.
 AA2766
 AA2766                          STATION RECOVERY (1999)
 AA2766
 AA2766'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2766'RECOVERED IN GOOD CONDITION.
 AA2766
 AA2766                          STATION RECOVERY (2005)
 AA2766
 AA2766'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2766'RECOVERED IN GOOD CONDITION.
 AA2766
 AA2766                          STATION RECOVERY (2019)
 AA2766
 AA2766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RC)
 AA2766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0348 ***********************************************************************
 PK0348  DESIGNATION -  01105
 PK0348  PID         -  PK0348
 PK0348  STATE/COUNTY-  MI/ALCONA
 PK0348  COUNTRY     -  US
 PK0348  USGS QUAD   -  ALCONA DAM POND (2017)
 PK0348
 PK0348                         *CURRENT SURVEY CONTROL
 PK0348  ______________________________________________________________________
 PK0348* NAD 83(2011) POSITION- 44 36 51.02442(N) 083 49 49.51093(W)   ADJUSTED
 PK0348* NAD 83(2011) ELLIP HT-   236.484 (meters)        (06/27/12)   ADJUSTED
 PK0348* NAD 83(2011) EPOCH   -  2010.00
 PK0348* NAVD 88 ORTHO HEIGHT -   271.8   (meters)      892.    (feet) GPS OBS
 PK0348  ______________________________________________________________________
 PK0348  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PK0348  GEOID HEIGHT    -        -35.230 (meters)                     GEOID90
 PK0348  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 PK0348  NAD 83(2011) X  -    488,777.786 (meters)                     COMP
 PK0348  NAD 83(2011) Y  - -4,521,633.791 (meters)                     COMP
 PK0348  NAD 83(2011) Z  -  4,457,094.643 (meters)                     COMP
 PK0348  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 PK0348
 PK0348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PK0348  Standards:
 PK0348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PK0348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PK0348  -------------------------------------------------------------------
 PK0348  NETWORK    2.10   4.06           0.84   0.87   2.07      0.18501451
 PK0348  -------------------------------------------------------------------
 PK0348  Click here for local accuracies and other accuracy information.
 PK0348
 PK0348.The horizontal coordinates were established by GPS observations
 PK0348.and adjusted by the National Geodetic Survey in June 2012.
 PK0348
 PK0348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PK0348.been affixed to the stable North American tectonic plate. See 
 PK0348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PK0348
 PK0348.The horizontal coordinates are valid at the epoch date displayed above
 PK0348.which is a decimal equivalence of Year/Month/Day.
 PK0348
 PK0348.The orthometric height was determined by GPS observations and a
 PK0348.high-resolution geoid model.
 PK0348
 PK0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0348.GEOID18 height accuracy estimate available here.
 PK0348
 PK0348.Click photographs - Photos may exist for this station.
 PK0348
 PK0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0348
 PK0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0348
 PK0348.The ellipsoidal height was determined by GPS observations
 PK0348.and is referenced to NAD 83.
 PK0348
 PK0348. The following values were computed from the NAD 83(2011) position.
 PK0348
 PK0348;                    North         East     Units Scale Factor Converg.
 PK0348;SPC MI C     -   144,319.955 6,042,560.846   MT  0.99992912   +0 22 43.7
 PK0348;SPC MI C     -   473,490.67 19,824,674.69   iFT  0.99992912   +0 22 43.7
 PK0348;UTM  17      - 4,943,988.832   275,426.215   MT  1.00022024   -1 59 19.4
 PK0348
 PK0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0348!SPC MI C     -   0.99996292  x   0.99992912  =   0.99989204
 PK0348!UTM  17      -   0.99996292  x   1.00022024  =   1.00018315
 PK0348
 PK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7542643988(NAD 83)
 PK0348
 PK0348                          SUPERSEDED SURVEY CONTROL
 PK0348
 PK0348  NAD 83(2007)-  44 36 51.02503(N)    083 49 49.51153(W) AD(2002.00) 0
 PK0348  ELLIP H (02/10/07)  236.539  (m)                       GP(2002.00)    
 PK0348  ELLIP H (07/17/02)  236.537  (m)                       GP(       ) 4 1
 PK0348  NAD 83(1994)-  44 36 51.02494(N)    083 49 49.51179(W) AD(       ) 1
 PK0348  ELLIP H (02/03/97)  236.527  (m)                       GP(       ) 4 1
 PK0348  NAD 83(1986)-  44 36 51.01501(N)    083 49 49.51671(W) AD(       ) 1
 PK0348
 PK0348.Superseded values are not recommended for survey control.
 PK0348
 PK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0348.See file dsdata.pdf to determine how the superseded data were derived.
 PK0348
 PK0348_MARKER: DH = HORIZONTAL CONTROL DISK
 PK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0348_STAMPING: 01105 1980
 PK0348_MARK LOGO: MIDT
 PK0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0348+STABILITY: SURFACE MOTION
 PK0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0348+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 PK0348
 PK0348  HISTORY     - Date     Condition        Report By
 PK0348  HISTORY     - 1980     MONUMENTED       MIDT
 PK0348  HISTORY     - 19910625 GOOD             USFS
 PK0348  HISTORY     - 19960512 GOOD             USPSQD
 PK0348
 PK0348                          STATION DESCRIPTION
 PK0348
 PK0348'DESCRIBED BY US FOREST SERVICE 1991
 PK0348'FROM THE INTERSECTION OF BAMFIELD ROAD AND M-65 IN DOWNTOWN GLENNIE
 PK0348'PROCEED WEST ALONG BAMFIELD ROAD 3.0 MI (4.8 KM) TO AU SABLE ROAD,
 PK0348'TURN NORTHWEST AND GO 4.5 MI (7.2 KM) TO THE INTERSECTION OF FR4001
 PK0348'AND AU SABLE ROAD.  STATION IS 18 FT (5.5 M) SOUTH OF THE CENTERLINE
 PK0348'OF FR4001, 24 FT (7.3 M) EAST OF THE CENTERLINE OF AU SABLE ROAD, 4.4
 PK0348'FT (1.34 M) NORTH OF A METAL SURVEY MARKER POST, AND 1 FT (0.3 M) EAST
 PK0348'OF A FIBERGLASS SURVEY MARKER. MAP POSITION IS NEAR THE SOUTHEAST 1/16
 PK0348'CORNER OF SECTION 28 T26N R5E.  STATION CONSISTS OF A 3 1/2 INCH
 PK0348'ALUMINUM DISK SET INTO THE TOP OF AN 11 INCH DIAMETER CONCRETE
 PK0348'MONUMENT SET FLUSH WITH THE GROUND AND IT HAS A WEAK MAGNETIC
 PK0348'ATTRACTION.  THE UNDERGROUND MARK IS IDENTICAL TO THE SURFACE MARK
 PK0348'EXCEPT THE DISK IS SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 PK0348'40 INCHES BELOW THE SURFACE.
 PK0348
 PK0348                          STATION RECOVERY (1996)
 PK0348
 PK0348'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2291 ***********************************************************************
 AB2291  DESIGNATION -  01107
 AB2291  PID         -  AB2291
 AB2291  STATE/COUNTY-  MI/ALCONA
 AB2291  COUNTRY     -  US
 AB2291  USGS QUAD   -  GLENNIE (2017)
 AB2291
 AB2291                         *CURRENT SURVEY CONTROL
 AB2291  ______________________________________________________________________
 AB2291* NAD 83(2011) POSITION- 44 32 36.07995(N) 083 42 59.15196(W)   ADJUSTED
 AB2291* NAD 83(2011) ELLIP HT-   273.110 (meters)        (06/27/12)   ADJUSTED
 AB2291* NAD 83(2011) EPOCH   -  2010.00
 AB2291* NAVD 88 ORTHO HEIGHT -   308.4   (meters)     1012.    (feet) GPS OBS
 AB2291  ______________________________________________________________________
 AB2291  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2291  GEOID HEIGHT    -         -35.04 (meters)                     GEOID93
 AB2291  GEOID HEIGHT    -        -35.281 (meters)                     GEOID18
 AB2291  NAD 83(2011) X  -    498,379.924 (meters)                     COMP
 AB2291  NAD 83(2011) Y  - -4,526,168.942 (meters)                     COMP
 AB2291  NAD 83(2011) Z  -  4,451,514.763 (meters)                     COMP
 AB2291  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 AB2291
 AB2291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2291  Standards:
 AB2291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2291  -------------------------------------------------------------------
 AB2291  NETWORK    3.43   3.49           1.07   1.59   1.78     -0.31306257
 AB2291  -------------------------------------------------------------------
 AB2291  Click here for local accuracies and other accuracy information.
 AB2291
 AB2291.The horizontal coordinates were established by GPS observations
 AB2291.and adjusted by the National Geodetic Survey in June 2012.
 AB2291
 AB2291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2291.been affixed to the stable North American tectonic plate. See 
 AB2291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2291
 AB2291.The horizontal coordinates are valid at the epoch date displayed above
 AB2291.which is a decimal equivalence of Year/Month/Day.
 AB2291
 AB2291.The orthometric height was determined by GPS observations and a
 AB2291.high-resolution geoid model.
 AB2291
 AB2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2291.GEOID18 height accuracy estimate available here.
 AB2291
 AB2291.Click photographs - Photos may exist for this station.
 AB2291
 AB2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2291
 AB2291.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2291
 AB2291.The ellipsoidal height was determined by GPS observations
 AB2291.and is referenced to NAD 83.
 AB2291
 AB2291. The following values were computed from the NAD 83(2011) position.
 AB2291
 AB2291;                    North         East     Units Scale Factor Converg.
 AB2291;SPC MI C     -   136,517.370 6,051,670.800   MT  0.99993694   +0 27 33.6
 AB2291;SPC MI C     -   447,891.63 19,854,562.99   iFT  0.99993694   +0 27 33.6
 AB2291;UTM  17      - 4,935,814.586   284,208.533   MT  1.00017268   -1 54 22.2
 AB2291
 AB2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2291!SPC MI C     -   0.99995718  x   0.99993694  =   0.99989412
 AB2291!UTM  17      -   0.99995718  x   1.00017268  =   1.00012985
 AB2291
 AB2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8420835814(NAD 83)
 AB2291
 AB2291                          SUPERSEDED SURVEY CONTROL
 AB2291
 AB2291  NAD 83(2007)-  44 32 36.08138(N)    083 42 59.15120(W) AD(2002.00) 0
 AB2291  ELLIP H (02/10/07)  273.207  (m)                       GP(2002.00)    
 AB2291  ELLIP H (07/12/02)  273.190  (m)                       GP(       ) 4 1
 AB2291  NAD 83(1994)-  44 32 36.08124(N)    083 42 59.15147(W) AD(       ) 1
 AB2291  ELLIP H (02/03/97)  273.186  (m)                       GP(       ) 4 1
 AB2291  NAD 83(1986)-  44 32 36.07178(N)    083 42 59.15723(W) AD(       ) 1
 AB2291
 AB2291.Superseded values are not recommended for survey control.
 AB2291
 AB2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2291.See file dsdata.pdf to determine how the superseded data were derived.
 AB2291
 AB2291_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2291_STAMPING: 01107
 AB2291_MARK LOGO: MIDT
 AB2291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2291+STABILITY: SURFACE MOTION
 AB2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2291+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AB2291
 AB2291  HISTORY     - Date     Condition        Report By
 AB2291  HISTORY     - 1980     MONUMENTED       MIDT
 AB2291  HISTORY     - 19990820 GOOD             USPSQD
 AB2291
 AB2291                          STATION DESCRIPTION
 AB2291
 AB2291'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2291'STATION IS LOCATED IN QUAD 440834 AND ON THE GLENNIE QUADRANGLE MAP.
 AB2291'IT IS IN THE SOUTHWEST 1/4 OF SECTION 21, T-25-N, R-6-E, CURTIS
 AB2291'TOWNSHIP, ALCONA COUNTY, MICHIGAN.  ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF
 AB2291'GLENNIE, 7.6 MI (12.2 KM) SOUTHEAST OF CURTISVILLE AND 15.3 MI (24.6
 AB2291'KM) SOUTHWEST OF MIKADO.  TO REACH FROM THE POST OFFICE IN GLENNIE, GO
 AB2291'SOUTHEASTERLY ALONG STATE HIGHWAY M-65 FOR 1.5 MI (2.4 KM) TO STATION
 AB2291'ON RIGHT AS DESCRIBED.  STATION IS IN GRASSY AREA, NEAR SOUTHERLY
 AB2291'ENTRANCE TO GLENNIE CEMETERY.  IT IS 30.0 FT (9.1 M) SOUTHWEST FROM
 AB2291'CENTER OF STATE HIGHWAY M-65, 38.0 FT (11.6 M) NORTHWEST FROM CORNER
 AB2291'FENCE POST, 113.0 FT (34.4 M) SOUTHEAST FROM SOUTHEAST FACE OF 48-INCH
 AB2291'WHITE PINE TREE, 81.4 FT (24.8 M) FROM NORTHEASTERLY CORNER POST OF
 AB2291'LANE ENTRANCE, AND 5.0 FT (1.5 M) NORTHEAST FROM WITNESS POST AND
 AB2291'SIGN.
 AB2291
 AB2291                          STATION RECOVERY (1999)
 AB2291
 AB2291'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2767 ***********************************************************************
 AA2767  DESIGNATION -  01200
 AA2767  PID         -  AA2767
 AA2767  STATE/COUNTY-  MI/ALCONA
 AA2767  COUNTRY     -  US
 AA2767  USGS QUAD   -  SPRUCE (2017)
 AA2767
 AA2767                         *CURRENT SURVEY CONTROL
 AA2767  ______________________________________________________________________
 AA2767* NAD 83(2011) POSITION- 44 50 11.05215(N) 083 23 08.45646(W)   ADJUSTED
 AA2767* NAD 83(2011) ELLIP HT-   195.380 (meters)        (06/27/12)   ADJUSTED
 AA2767* NAD 83(2011) EPOCH   -  2010.00
 AA2767* NAVD 88 ORTHO HEIGHT -   231.5   (meters)      760.    (feet) GPS OBS
 AA2767  ______________________________________________________________________
 AA2767  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2767  GEOID HEIGHT    -         -35.84 (meters)                     GEOID93
 AA2767  GEOID HEIGHT    -        -36.085 (meters)                     GEOID18
 AA2767  NAD 83(2011) X  -    521,855.043 (meters)                     COMP
 AA2767  NAD 83(2011) Y  - -4,500,411.234 (meters)                     COMP
 AA2767  NAD 83(2011) Z  -  4,474,612.262 (meters)                     COMP
 AA2767  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 AA2767
 AA2767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2767  Standards:
 AA2767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2767  -------------------------------------------------------------------
 AA2767  NETWORK    1.98   2.94           0.71   0.89   1.50      0.11626142
 AA2767  -------------------------------------------------------------------
 AA2767  Click here for local accuracies and other accuracy information.
 AA2767
 AA2767.The horizontal coordinates were established by GPS observations
 AA2767.and adjusted by the National Geodetic Survey in June 2012.
 AA2767
 AA2767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2767.been affixed to the stable North American tectonic plate. See 
 AA2767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2767
 AA2767.The horizontal coordinates are valid at the epoch date displayed above
 AA2767.which is a decimal equivalence of Year/Month/Day.
 AA2767
 AA2767.The orthometric height was determined by GPS observations and a
 AA2767.high-resolution geoid model.
 AA2767
 AA2767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2767.GEOID18 height accuracy estimate available here.
 AA2767
 AA2767.Click photographs - Photos may exist for this station.
 AA2767
 AA2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2767
 AA2767.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2767
 AA2767.The ellipsoidal height was determined by GPS observations
 AA2767.and is referenced to NAD 83.
 AA2767
 AA2767. The following values were computed from the NAD 83(2011) position.
 AA2767
 AA2767;                    North         East     Units Scale Factor Converg.
 AA2767;SPC MI C     -   169,341.942 6,077,558.772   MT  0.99991444   +0 41 34.7
 AA2767;SPC MI C     -   555,583.80 19,939,497.28   iFT  0.99991444   +0 41 34.7
 AA2767;UTM  17      - 4,967,545.904   311,437.047   MT  1.00003724   -1 40 57.4
 AA2767
 AA2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2767!SPC MI C     -   0.99996937  x   0.99991444  =   0.99988381
 AA2767!UTM  17      -   0.99996937  x   1.00003724  =   1.00000661
 AA2767
 AA2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1143767545(NAD 83)
 AA2767
 AA2767                          SUPERSEDED SURVEY CONTROL
 AA2767
 AA2767  NAD 83(2007)-  44 50 11.05271(N)    083 23 08.45714(W) AD(2002.00) 0
 AA2767  ELLIP H (02/10/07)  195.443  (m)                       GP(2002.00)    
 AA2767  ELLIP H (07/12/02)  195.436  (m)                       GP(       ) 4 1
 AA2767  NAD 83(1994)-  44 50 11.05259(N)    083 23 08.45741(W) AD(       ) 1
 AA2767  ELLIP H (02/03/97)  195.423  (m)                       GP(       ) 4 1
 AA2767  NAD 83(1986)-  44 50 11.04345(N)    083 23 08.46287(W) AD(       ) 1
 AA2767
 AA2767.Superseded values are not recommended for survey control.
 AA2767
 AA2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2767.See file dsdata.pdf to determine how the superseded data were derived.
 AA2767
 AA2767_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2767_STAMPING: 01200 1992
 AA2767_MARK LOGO: MIDT
 AA2767_PROJECTION: FLUSH
 AA2767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2767+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 AA2767
 AA2767  HISTORY     - Date     Condition        Report By
 AA2767  HISTORY     - 1992     MONUMENTED       MIDT
 AA2767  HISTORY     - 19990817 GOOD             USPSQD
 AA2767  HISTORY     - 20030910 GOOD             WOOLPT
 AA2767  HISTORY     - 20050829 GOOD             USPSQD
 AA2767  HISTORY     - 20190807 GOOD             INDIV
 AA2767
 AA2767                          STATION DESCRIPTION
 AA2767
 AA2767'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2767'STATION IS LOCATED IN QUAD 440832 AND ON THE SPRUCE QUADRANGLE MAP. IT
 AA2767'IS IN THE SOUTHEAST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP,
 AA2767'ABOUT 13 MILES (20.9 KM) NORTH OF HARRISVILLE, ABOUT 10.25 MILES
 AA2767'(16.50 KM) NORTHEAST OF LINCOLN, ABOUT 5.25 MILES (8.45 KM) SOUTH OF
 AA2767'OSSINEKE, AND WITHIN UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH
 AA2767'FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND NICHOLSON ROAD
 AA2767'IN OSSINEKE, GO SOUTH ON UNITED STATES HIGHWAY 23 FOR 5.6 MILES (9.0
 AA2767'KM) TO STATION ON LEFT BY SOUTHERLY END OF GUARDRAIL. STATION IS SET
 AA2767'FLUSH WITH GROUND.  IT IS 115.0 FT (35.1 M) EAST OF SIGN, 41.0 FT
 AA2767'(12.5 M) NORTHEAST OF CENTER OF UNITED STATES HIGHWAY 23, 10.9 FT (3.3
 AA2767'M) EAST OF EASTERLY EDGE OF BITUMINOUS PAVEMENT, 9.7 FT (3.0 M) NORTH
 AA2767'OF SOUTHERLY END OF GUARDRAIL AND 1.5 FT (0.5 M) WEST OF A METAL
 AA2767'WITNESS POST WITH SIGN.
 AA2767
 AA2767                          STATION RECOVERY (1999)
 AA2767
 AA2767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2767'RECOVERED IN GOOD CONDITION.
 AA2767
 AA2767                          STATION RECOVERY (2003)
 AA2767
 AA2767'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AA2767'RECOVERED IN GOOD CONDITION.
 AA2767
 AA2767                          STATION RECOVERY (2005)
 AA2767
 AA2767'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2767'RECOVERED IN GOOD CONDITION.
 AA2767
 AA2767                          STATION RECOVERY (2019)
 AA2767
 AA2767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RC)
 AA2767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2294 ***********************************************************************
 AB2294  DESIGNATION -  01202
 AB2294  PID         -  AB2294
 AB2294  STATE/COUNTY-  MI/ALCONA
 AB2294  COUNTRY     -  US
 AB2294  USGS QUAD   -  BLACK RIVER (2017)
 AB2294
 AB2294                         *CURRENT SURVEY CONTROL
 AB2294  ______________________________________________________________________
 AB2294* NAD 83(2011) POSITION- 44 45 04.58404(N) 083 19 20.63645(W)   ADJUSTED
 AB2294* NAD 83(2011) ELLIP HT-   195.291 (meters)        (06/27/12)   ADJUSTED
 AB2294* NAD 83(2011) EPOCH   -  2010.00
 AB2294* NAVD 88 ORTHO HEIGHT -   231.3   (meters)      759.    (feet) GPS OBS
 AB2294  ______________________________________________________________________
 AB2294  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2294  GEOID HEIGHT    -         -35.77 (meters)                     GEOID93
 AB2294  GEOID HEIGHT    -        -36.001 (meters)                     GEOID18
 AB2294  NAD 83(2011) X  -    527,600.517 (meters)                     COMP
 AB2294  NAD 83(2011) Y  - -4,506,452.358 (meters)                     COMP
 AB2294  NAD 83(2011) Z  -  4,467,898.519 (meters)                     COMP
 AB2294  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 AB2294
 AB2294  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2294  Standards:
 AB2294         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2294            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2294  -------------------------------------------------------------------
 AB2294  NETWORK    3.43   3.51           1.08   1.59   1.79     -0.30760023
 AB2294  -------------------------------------------------------------------
 AB2294  Click here for local accuracies and other accuracy information.
 AB2294
 AB2294.The horizontal coordinates were established by GPS observations
 AB2294.and adjusted by the National Geodetic Survey in June 2012.
 AB2294
 AB2294.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2294.been affixed to the stable North American tectonic plate. See 
 AB2294.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2294
 AB2294.The horizontal coordinates are valid at the epoch date displayed above
 AB2294.which is a decimal equivalence of Year/Month/Day.
 AB2294
 AB2294.The orthometric height was determined by GPS observations and a
 AB2294.high-resolution geoid model.
 AB2294
 AB2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2294.GEOID18 height accuracy estimate available here.
 AB2294
 AB2294.Click photographs - Photos may exist for this station.
 AB2294
 AB2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2294
 AB2294.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2294
 AB2294.The ellipsoidal height was determined by GPS observations
 AB2294.and is referenced to NAD 83.
 AB2294
 AB2294. The following values were computed from the NAD 83(2011) position.
 AB2294
 AB2294;                    North         East     Units Scale Factor Converg.
 AB2294;SPC MI C     -   159,945.675 6,082,683.610   MT  0.99991830   +0 44 15.6
 AB2294;SPC MI C     -   524,756.15 19,956,311.06   iFT  0.99991830   +0 44 15.6
 AB2294;UTM  17      - 4,957,944.332   316,168.733   MT  1.00001558   -1 38 07.8
 AB2294
 AB2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2294!SPC MI C     -   0.99996938  x   0.99991830  =   0.99988768
 AB2294!UTM  17      -   0.99996938  x   1.00001558  =   0.99998496
 AB2294
 AB2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1616857944(NAD 83)
 AB2294
 AB2294                          SUPERSEDED SURVEY CONTROL
 AB2294
 AB2294  NAD 83(2007)-  44 45 04.58560(N)    083 19 20.63562(W) AD(2002.00) 0
 AB2294  ELLIP H (02/10/07)  195.392  (m)                       GP(2002.00)    
 AB2294  ELLIP H (07/12/02)  195.384  (m)                       GP(       ) 4 1
 AB2294  NAD 83(1994)-  44 45 04.58548(N)    083 19 20.63589(W) AD(       ) 1
 AB2294  ELLIP H (02/03/97)  195.373  (m)                       GP(       ) 4 1
 AB2294  NAD 83(1986)-  44 45 04.57624(N)    083 19 20.64155(W) AD(       ) 1
 AB2294
 AB2294.Superseded values are not recommended for survey control.
 AB2294
 AB2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2294.See file dsdata.pdf to determine how the superseded data were derived.
 AB2294
 AB2294_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2294_STAMPING: 01202 1994
 AB2294_MARK LOGO: MIDT
 AB2294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2294+STABILITY: SURFACE MOTION
 AB2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2294+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 AB2294
 AB2294  HISTORY     - Date     Condition        Report By
 AB2294  HISTORY     - 1994     MONUMENTED       MIDT
 AB2294  HISTORY     - 19990817 GOOD             USPSQD
 AB2294  HISTORY     - 20050829 GOOD             USPSQD
 AB2294  HISTORY     - 20070726 GOOD             INDIV
 AB2294
 AB2294                          STATION DESCRIPTION
 AB2294
 AB2294'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2294'STATION IS LOCATED IN QUAD 440831 AND ON THE BLACK RIVER QUADRANGLE
 AB2294'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 11, T-27-N, R-10-E, IN
 AB2294'HAYNES TOWNSHIP.  ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF ALCONA, 6.3 MI
 AB2294'(10.1 KM) NORTHEAST OF LINCOLN, 6.5 MI (10.5 KM) NORTHWEST OF
 AB2294'HARRISVILLE, AND ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AB2294'INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE,
 AB2294'GO NORTHERLY 6.92 MI (11.14 KM) ALONG US HIGHWAY 23 TO THE
 AB2294'INTERSECTION OF SHAW ROAD.  THE STATION IS JUST NORTH OF THE
 AB2294'INTERSECTION ON THE RIGHT SIDE OF US HIGHWAY 23.  STATION IS 113.0 FT
 AB2294'(34.4 M) NORTH FROM INTERSECTION OF SHAW ROAD, 113.0 FT (34.4 M) NORTH
 AB2294'FROM WOOD SIGN POST (OLD STONE CHURCH) , 70.0 FT (21.3 M) EAST FROM
 AB2294'CENTER OF PAVEMENT OF US HIGHWAY 23, 4.0 FT (1.2 M) WEST FROM A FENCE,
 AB2294'AND 3.3 FT (1.0 M) WEST FROM A CARSONITE WITNESS POST.
 AB2294
 AB2294                          STATION RECOVERY (1999)
 AB2294
 AB2294'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2294'RECOVERED IN GOOD CONDITION.
 AB2294
 AB2294                          STATION RECOVERY (2005)
 AB2294
 AB2294'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2294'RECOVERED IN GOOD CONDITION.
 AB2294
 AB2294                          STATION RECOVERY (2007)
 AB2294
 AB2294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (NQ)
 AB2294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2296 ***********************************************************************
 AB2296  DESIGNATION -  01203
 AB2296  PID         -  AB2296
 AB2296  STATE/COUNTY-  MI/ALCONA
 AB2296  COUNTRY     -  US
 AB2296  USGS QUAD   -  BLACK RIVER (2017)
 AB2296
 AB2296                         *CURRENT SURVEY CONTROL
 AB2296  ______________________________________________________________________
 AB2296* NAD 83(2011) POSITION- 44 45 03.13583(N) 083 20 36.49798(W)   ADJUSTED
 AB2296* NAD 83(2011) ELLIP HT-   203.281 (meters)        (06/27/12)   ADJUSTED
 AB2296* NAD 83(2011) EPOCH   -  2010.00
 AB2296* NAVD 88 ORTHO HEIGHT -   239.3   (meters)      785.    (feet) GPS OBS
 AB2296  ______________________________________________________________________
 AB2296  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2296  GEOID HEIGHT    -         -35.75 (meters)                     GEOID93
 AB2296  GEOID HEIGHT    -        -35.981 (meters)                     GEOID18
 AB2296  NAD 83(2011) X  -    525,947.373 (meters)                     COMP
 AB2296  NAD 83(2011) Y  - -4,506,682.995 (meters)                     COMP
 AB2296  NAD 83(2011) Z  -  4,467,872.395 (meters)                     COMP
 AB2296  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 AB2296
 AB2296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2296  Standards:
 AB2296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2296  -------------------------------------------------------------------
 AB2296  NETWORK    3.44   3.53           1.09   1.59   1.80     -0.30674220
 AB2296  -------------------------------------------------------------------
 AB2296  Click here for local accuracies and other accuracy information.
 AB2296
 AB2296.The horizontal coordinates were established by GPS observations
 AB2296.and adjusted by the National Geodetic Survey in June 2012.
 AB2296
 AB2296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2296.been affixed to the stable North American tectonic plate. See 
 AB2296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2296
 AB2296.The horizontal coordinates are valid at the epoch date displayed above
 AB2296.which is a decimal equivalence of Year/Month/Day.
 AB2296
 AB2296.The orthometric height was determined by GPS observations and a
 AB2296.high-resolution geoid model.
 AB2296
 AB2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2296.GEOID18 height accuracy estimate available here.
 AB2296
 AB2296.Click photographs - Photos may exist for this station.
 AB2296
 AB2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2296
 AB2296.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2296
 AB2296.The ellipsoidal height was determined by GPS observations
 AB2296.and is referenced to NAD 83.
 AB2296
 AB2296. The following values were computed from the NAD 83(2011) position.
 AB2296
 AB2296;                    North         East     Units Scale Factor Converg.
 AB2296;SPC MI C     -   159,879.713 6,081,015.762   MT  0.99991832   +0 43 22.1
 AB2296;SPC MI C     -   524,539.74 19,950,839.11   iFT  0.99991832   +0 43 22.1
 AB2296;UTM  17      - 4,957,947.488   314,499.415   MT  1.00002316   -1 39 01.2
 AB2296
 AB2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2296!SPC MI C     -   0.99996813  x   0.99991832  =   0.99988645
 AB2296!UTM  17      -   0.99996813  x   1.00002316  =   0.99999129
 AB2296
 AB2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1449957947(NAD 83)
 AB2296
 AB2296                          SUPERSEDED SURVEY CONTROL
 AB2296
 AB2296  NAD 83(2007)-  44 45 03.13738(N)    083 20 36.49716(W) AD(2002.00) 0
 AB2296  ELLIP H (02/10/07)  203.383  (m)                       GP(2002.00)    
 AB2296  ELLIP H (07/12/02)  203.374  (m)                       GP(       ) 4 1
 AB2296  NAD 83(1994)-  44 45 03.13727(N)    083 20 36.49742(W) AD(       ) 1
 AB2296  ELLIP H (02/03/97)  203.364  (m)                       GP(       ) 4 1
 AB2296  NAD 83(1986)-  44 45 03.12803(N)    083 20 36.50309(W) AD(       ) 1
 AB2296
 AB2296.Superseded values are not recommended for survey control.
 AB2296
 AB2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2296.See file dsdata.pdf to determine how the superseded data were derived.
 AB2296
 AB2296_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2296_STAMPING: 01203 1994
 AB2296_MARK LOGO: MIDT
 AB2296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2296+STABILITY: SURFACE MOTION
 AB2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2296+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AB2296
 AB2296  HISTORY     - Date     Condition        Report By
 AB2296  HISTORY     - 1994     MONUMENTED       MIDT
 AB2296  HISTORY     - 19990817 GOOD             USPSQD
 AB2296  HISTORY     - 20030916 GOOD             WOOLPT
 AB2296  HISTORY     - 20050829 GOOD             USPSQD
 AB2296
 AB2296                          STATION DESCRIPTION
 AB2296
 AB2296'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2296'STATION IS LOCATED IN QUAD 440831 AND ON THE BLACK RIVER QUADRANGLE
 AB2296'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-27-N, R-9-E, HAYNES
 AB2296'TOWNSHIP.  ABOUT 2.0 MI (3.2 KM) WEST OF ALCONA, 5.4 MI (8.7 KM)
 AB2296'NORTHEAST OF LINCOLN, 10.0 MI (16.1 KM) NORTHWEST OF HARRISVILLE AND
 AB2296'ON COUNTY ROAD RIGHT-OF WAY.  TO REACH FROM THE INTERSECTION OF US
 AB2296'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO NORTHERLY ON US
 AB2296'HIGHWAY 23 FOR 6.92 MI (11.14 KM) TO THE JUNCTION OF SHAW ROAD.  GO
 AB2296'WEST ALONG SHAW ROAD 1.0 MI (1.6 KM) TO THE STATION IN THE NORTHWEST
 AB2296'QUADRANT OF THE JUNCTION OF SHAW ROAD AND POOR FARM ROAD.  STATION IS
 AB2296'WEST-NORTHWEST 89.5 FT (27.3 M) FROM THE SOUTHWEST CORNER OF AN OLD
 AB2296'STONE CHURCH, 25.7 FT (7.8 M) NORTH FROM THE CENTER OF SHAW ROAD, 6.6
 AB2296'FT (2.0 M) NORTHEAST FROM A METAL STREET SIGN POST AND 4.6 FT (1.4 M)
 AB2296'EAST FROM A CARSONITE WITNESS POST.
 AB2296
 AB2296                          STATION RECOVERY (1999)
 AB2296
 AB2296'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2296'RECOVERED IN GOOD CONDITION.
 AB2296
 AB2296                          STATION RECOVERY (2003)
 AB2296
 AB2296'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AB2296'RECOVERED IN GOOD CONDITION.
 AB2296
 AB2296                          STATION RECOVERY (2005)
 AB2296
 AB2296'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2293 ***********************************************************************
 AB2293  DESIGNATION -  01204
 AB2293  PID         -  AB2293
 AB2293  STATE/COUNTY-  MI/ALCONA
 AB2293  COUNTRY     -  US
 AB2293  USGS QUAD   -  LINCOLN (2017)
 AB2293
 AB2293                         *CURRENT SURVEY CONTROL
 AB2293  ______________________________________________________________________
 AB2293* NAD 83(2011) POSITION- 44 39 20.38244(N) 083 27 04.19293(W)   ADJUSTED
 AB2293* NAD 83(2011) ELLIP HT-   178.054 (meters)        (06/27/12)   ADJUSTED
 AB2293* NAD 83(2011) EPOCH   -  2010.00
 AB2293* NAVD 88 ORTHO HEIGHT -   213.8   (meters)      701.    (feet) GPS OBS
 AB2293  ______________________________________________________________________
 AB2293  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2293  GEOID HEIGHT    -         -35.48 (meters)                     GEOID93
 AB2293  GEOID HEIGHT    -        -35.730 (meters)                     GEOID18
 AB2293  NAD 83(2011) X  -    518,322.494 (meters)                     COMP
 AB2293  NAD 83(2011) Y  - -4,515,039.951 (meters)                     COMP
 AB2293  NAD 83(2011) Z  -  4,460,334.432 (meters)                     COMP
 AB2293  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 AB2293
 AB2293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2293  Standards:
 AB2293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2293  -------------------------------------------------------------------
 AB2293  NETWORK    3.43   3.49           1.07   1.59   1.78     -0.30926162
 AB2293  -------------------------------------------------------------------
 AB2293  Click here for local accuracies and other accuracy information.
 AB2293
 AB2293.The horizontal coordinates were established by GPS observations
 AB2293.and adjusted by the National Geodetic Survey in June 2012.
 AB2293
 AB2293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2293.been affixed to the stable North American tectonic plate. See 
 AB2293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2293
 AB2293.The horizontal coordinates are valid at the epoch date displayed above
 AB2293.which is a decimal equivalence of Year/Month/Day.
 AB2293
 AB2293.The orthometric height was determined by GPS observations and a
 AB2293.high-resolution geoid model.
 AB2293
 AB2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2293.GEOID18 height accuracy estimate available here.
 AB2293
 AB2293.Click photographs - Photos may exist for this station.
 AB2293
 AB2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2293
 AB2293.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2293
 AB2293.The ellipsoidal height was determined by GPS observations
 AB2293.and is referenced to NAD 83.
 AB2293
 AB2293. The following values were computed from the NAD 83(2011) position.
 AB2293
 AB2293;                    North         East     Units Scale Factor Converg.
 AB2293;SPC MI C     -   149,199.084 6,072,608.507   MT  0.99992525   +0 38 48.2
 AB2293;SPC MI C     -   489,498.31 19,923,256.26   iFT  0.99992525   +0 38 48.2
 AB2293;UTM  17      - 4,947,622.643   305,656.312   MT  1.00006448   -1 43 24.0
 AB2293
 AB2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2293!SPC MI C     -   0.99997208  x   0.99992525  =   0.99989734
 AB2293!UTM  17      -   0.99997208  x   1.00006448  =   1.00003656
 AB2293
 AB2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0565647622(NAD 83)
 AB2293
 AB2293                          SUPERSEDED SURVEY CONTROL
 AB2293
 AB2293  NAD 83(2007)-  44 39 20.38397(N)    083 27 04.19212(W) AD(2002.00) 0
 AB2293  ELLIP H (02/10/07)  178.155  (m)                       GP(2002.00)    
 AB2293  ELLIP H (07/12/02)  178.146  (m)                       GP(       ) 4 1
 AB2293  NAD 83(1994)-  44 39 20.38386(N)    083 27 04.19238(W) AD(       ) 1
 AB2293  ELLIP H (02/03/97)  178.136  (m)                       GP(       ) 4 1
 AB2293  NAD 83(1986)-  44 39 20.37459(N)    083 27 04.19805(W) AD(       ) 1
 AB2293
 AB2293.Superseded values are not recommended for survey control.
 AB2293
 AB2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2293.See file dsdata.pdf to determine how the superseded data were derived.
 AB2293
 AB2293_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2293_STAMPING: 01204 1994
 AB2293_MARK LOGO: MIDT
 AB2293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2293+STABILITY: SURFACE MOTION
 AB2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2293+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2293
 AB2293  HISTORY     - Date     Condition        Report By
 AB2293  HISTORY     - 1994     MONUMENTED       MIDT
 AB2293  HISTORY     - 19990818 GOOD             USPSQD
 AB2293  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 AB2293
 AB2293                          STATION DESCRIPTION
 AB2293
 AB2293'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAM)
 AB2293'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2293'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 15, T-26-N, R-8-E GOSHIN
 AB2293'TOWNSHIP, ALCONA COUNTY, MICHIGAN.  ABOUT 2.8 MI (4.5 KM) SOUTHWEST
 AB2293'FROM LINCOLN, 4.5 MI (7.2 KM) NORTHWEST FROM LINCOLN, 7.4 MI (11.9 KM)
 AB2293'WEST FROM HARRISVILLE AND ON STATE HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 AB2293'THE INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN
 AB2293'HARRISVILLE, GO WEST 7.68 MI (12.36 KM) ALONG STATE HIGHWAY M-72 TO
 AB2293'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 53.0 FT (16.2 M)
 AB2293'SOUTHEAST FROM A UTILITY POLE, 40.0 FT (12.2 M) EAST FROM THE CENTER
 AB2293'OF A GRAVEL DRIVE, 33.0 FT (10.1 M) NORTH FROM THE CENTER OF STATE
 AB2293'HIGHWAY M-72, AND 4.2 FT (1.3 M) SOUTH FROM A CARSONITE WITNESS POST.
 AB2293
 AB2293                          STATION RECOVERY (1999)
 AB2293
 AB2293'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2293'RECOVERED IN GOOD CONDITION.
 AB2293
 AB2293                          STATION RECOVERY (2005)
 AB2293
 AB2293'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2293'NO WITNESS POST AT THE SITE DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2295 ***********************************************************************
 AB2295  DESIGNATION -  01205
 AB2295  PID         -  AB2295
 AB2295  STATE/COUNTY-  MI/ALCONA
 AB2295  COUNTRY     -  US
 AB2295  USGS QUAD   -  MIKADO (2017)
 AB2295
 AB2295                         *CURRENT SURVEY CONTROL
 AB2295  ______________________________________________________________________
 AB2295* NAD 83(2011) POSITION- 44 32 30.69646(N) 083 25 19.40349(W)   ADJUSTED
 AB2295* NAD 83(2011) ELLIP HT-   167.603 (meters)        (06/27/12)   ADJUSTED
 AB2295* NAD 83(2011) EPOCH   -  2010.00
 AB2295* NAVD 88 ORTHO HEIGHT -   203.2   (meters)      667.    (feet) GPS OBS
 AB2295  ______________________________________________________________________
 AB2295  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2295  GEOID HEIGHT    -         -35.30 (meters)                     GEOID93
 AB2295  GEOID HEIGHT    -        -35.532 (meters)                     GEOID18
 AB2295  NAD 83(2011) X  -    521,632.559 (meters)                     COMP
 AB2295  NAD 83(2011) Y  - -4,523,589.731 (meters)                     COMP
 AB2295  NAD 83(2011) Z  -  4,451,322.315 (meters)                     COMP
 AB2295  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 AB2295
 AB2295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2295  Standards:
 AB2295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2295  -------------------------------------------------------------------
 AB2295  NETWORK    3.46   3.57           1.09   1.60   1.82     -0.30324194
 AB2295  -------------------------------------------------------------------
 AB2295  Click here for local accuracies and other accuracy information.
 AB2295
 AB2295.The horizontal coordinates were established by GPS observations
 AB2295.and adjusted by the National Geodetic Survey in June 2012.
 AB2295
 AB2295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2295.been affixed to the stable North American tectonic plate. See 
 AB2295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2295
 AB2295.The horizontal coordinates are valid at the epoch date displayed above
 AB2295.which is a decimal equivalence of Year/Month/Day.
 AB2295
 AB2295.The orthometric height was determined by GPS observations and a
 AB2295.high-resolution geoid model.
 AB2295
 AB2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2295.GEOID18 height accuracy estimate available here.
 AB2295
 AB2295.Click photographs - Photos may exist for this station.
 AB2295
 AB2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2295
 AB2295.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2295
 AB2295.The ellipsoidal height was determined by GPS observations
 AB2295.and is referenced to NAD 83.
 AB2295
 AB2295. The following values were computed from the NAD 83(2011) position.
 AB2295
 AB2295;                    North         East     Units Scale Factor Converg.
 AB2295;SPC MI C     -   136,581.199 6,075,064.241   MT  0.99993712   +0 40 02.2
 AB2295;SPC MI C     -   448,101.05 19,931,313.13   iFT  0.99993712   +0 40 02.2
 AB2295;UTM  17      - 4,934,912.416   307,588.775   MT  1.00005530   -1 41 57.9
 AB2295
 AB2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2295!SPC MI C     -   0.99997372  x   0.99993712  =   0.99991084
 AB2295!UTM  17      -   0.99997372  x   1.00005530  =   1.00002902
 AB2295
 AB2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0758834912(NAD 83)
 AB2295
 AB2295                          SUPERSEDED SURVEY CONTROL
 AB2295
 AB2295  NAD 83(2007)-  44 32 30.69802(N)    083 25 19.40268(W) AD(2002.00) 0
 AB2295  ELLIP H (02/10/07)  167.704  (m)                       GP(2002.00)    
 AB2295  ELLIP H (07/12/02)  167.696  (m)                       GP(       ) 4 1
 AB2295  NAD 83(1994)-  44 32 30.69790(N)    083 25 19.40294(W) AD(       ) 1
 AB2295  ELLIP H (02/03/97)  167.685  (m)                       GP(       ) 4 1
 AB2295  NAD 83(1986)-  44 32 30.68865(N)    083 25 19.40859(W) AD(       ) 1
 AB2295
 AB2295.Superseded values are not recommended for survey control.
 AB2295
 AB2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2295.See file dsdata.pdf to determine how the superseded data were derived.
 AB2295
 AB2295_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2295_STAMPING: 01205 1994
 AB2295_MARK LOGO: MIDT
 AB2295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2295+STABILITY: SURFACE MOTION
 AB2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2295+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2295
 AB2295  HISTORY     - Date     Condition        Report By
 AB2295  HISTORY     - 1994     MONUMENTED       MIDT
 AB2295  HISTORY     - 19990819 GOOD             USPSQD
 AB2295  HISTORY     - 20051211 GOOD             USPSQD
 AB2295
 AB2295                          STATION DESCRIPTION
 AB2295
 AB2295'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2295'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2295'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 23, T-25-N, R-8-E, MIKADO
 AB2295'TOWNSHIP.  ABOUT 3.4 MI (5.5 KM) SOUTH OF MIKADO, 8.5 MI (13.7 KM)
 AB2295'NORTHWEST OF OSCODA, 10.2 MI (16.4 KM) SOUTHWEST OF HARRISVILLE AND ON
 AB2295'COUNTY ROAD F-41 RIGHT-OF-WAY.  TO REACH FRON THE INTERSECTION OF US
 AB2295'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO WEST ON STATE
 AB2295'HIGHWAY M-72 FOR 6.3 MI (10.1 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AB2295'M-72 AND COUNTY ROAD F-41.  GO SOUTH ON COUNTY ROAD F-41 FOR 7.8 MI
 AB2295'(12.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED, IN FRONT OF HOUSE
 AB2295'NUMBER 3947.  STATION IS 32.0 FT (9.8 M) WEST FROM THE CENTER OF
 AB2295'COUNTY ROAD F-41, 16.0 FT (4.9 M) SOUTH OF THE CENTER OF A GRAVEL
 AB2295'DRIVE, 16.0 FT (4.9 M) SOUTHEAST OF A METAL POST SUPPORTING A
 AB2295'NEWSPAPER BOX AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AB2295
 AB2295                          STATION RECOVERY (1999)
 AB2295
 AB2295'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2295'RECOVERED IN GOOD CONDITION.
 AB2295
 AB2295                          STATION RECOVERY (2005)
 AB2295
 AB2295'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5423 ***********************************************************************
 AA5423  DESIGNATION -  01362
 AA5423  PID         -  AA5423
 AA5423  STATE/COUNTY-  MI/OAKLAND
 AA5423  COUNTRY     -  US
 AA5423  USGS QUAD   -  DAVISBURG (2017)
 AA5423
 AA5423                         *CURRENT SURVEY CONTROL
 AA5423  ______________________________________________________________________
 AA5423* NAD 83(2011) POSITION- 42 47 35.62042(N) 083 34 38.48248(W)   ADJUSTED
 AA5423* NAD 83(2011) ELLIP HT-   267.934 (meters)        (06/27/12)   ADJUSTED
 AA5423* NAD 83(2011) EPOCH   -  2010.00
 AA5423* NAVD 88 ORTHO HEIGHT -   301.9   (meters)      990.    (feet) GPS OBS
 AA5423  ______________________________________________________________________
 AA5423  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5423  GEOID HEIGHT    -         -33.83 (meters)                     GEOID93
 AA5423  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 AA5423  NAD 83(2011) X  -    524,383.496 (meters)                     COMP
 AA5423  NAD 83(2011) Y  - -4,658,363.859 (meters)                     COMP
 AA5423  NAD 83(2011) Z  -  4,310,856.017 (meters)                     COMP
 AA5423  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 AA5423
 AA5423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5423  Standards:
 AA5423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5423  -------------------------------------------------------------------
 AA5423  NETWORK    1.27   1.23           0.57   0.46   0.63     -0.02819147
 AA5423  -------------------------------------------------------------------
 AA5423  Click here for local accuracies and other accuracy information.
 AA5423
 AA5423.The horizontal coordinates were established by GPS observations
 AA5423.and adjusted by the National Geodetic Survey in June 2012.
 AA5423
 AA5423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5423.been affixed to the stable North American tectonic plate. See 
 AA5423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5423
 AA5423.The horizontal coordinates are valid at the epoch date displayed above
 AA5423.which is a decimal equivalence of Year/Month/Day.
 AA5423
 AA5423.The orthometric height was determined by GPS observations and a
 AA5423.high-resolution geoid model.
 AA5423
 AA5423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5423.GEOID18 height accuracy estimate available here.
 AA5423
 AA5423.Click photographs - Photos may exist for this station.
 AA5423
 AA5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5423
 AA5423.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5423
 AA5423.The ellipsoidal height was determined by GPS observations
 AA5423.and is referenced to NAD 83.
 AA5423
 AA5423. The following values were computed from the NAD 83(2011) position.
 AA5423
 AA5423;                    North         East     Units Scale Factor Converg.
 AA5423;SPC MI S     -   143,950.895 4,064,569.654   MT  0.99990816   +0 32 13.7
 AA5423;SPC MI S     -   472,279.84 13,335,202.28   iFT  0.99990816   +0 32 13.7
 AA5423;UTM  17      - 4,741,075.410   289,215.298   MT  1.00014664   -1 45 05.7
 AA5423
 AA5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5423!SPC MI S     -   0.99995798  x   0.99990816  =   0.99986615
 AA5423!UTM  17      -   0.99995798  x   1.00014664  =   1.00010462
 AA5423
 AA5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8921541075(NAD 83)
 AA5423
 AA5423                          SUPERSEDED SURVEY CONTROL
 AA5423
 AA5423  NAD 83(2007)-  42 47 35.62027(N)    083 34 38.48315(W) AD(2002.00) 0
 AA5423  ELLIP H (02/10/07)  267.943  (m)                       GP(2002.00)    
 AA5423  ELLIP H (07/12/02)  267.975  (m)                       GP(       ) 4 1
 AA5423  NAD 83(1994)-  42 47 35.61995(N)    083 34 38.48434(W) AD(       ) 1
 AA5423  ELLIP H (02/03/97)  268.008  (m)                       GP(       ) 4 1
 AA5423  NAD 83(1986)-  42 47 35.62072(N)    083 34 38.51380(W) AD(       ) 1
 AA5423
 AA5423.Superseded values are not recommended for survey control.
 AA5423
 AA5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5423.See file dsdata.pdf to determine how the superseded data were derived.
 AA5423
 AA5423_MARKER: DD = SURVEY DISK
 AA5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5423_STAMPING: 01362
 AA5423_MARK LOGO: MI-125
 AA5423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5423+STABILITY: SURFACE MOTION
 AA5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5423
 AA5423  HISTORY     - Date     Condition        Report By
 AA5423  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5423  HISTORY     - 20030430 MARK NOT FOUND   ROWEIN
 AA5423  HISTORY     - 20060104 POOR             INDIV
 AA5423
 AA5423                          STATION DESCRIPTION
 AA5423
 AA5423'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5423'INTERSTATE 75 TO EXIT 101 (GRANGE HALL ROAD), THENCE WEST 0.15 MILES
 AA5423'(0.24 KM) ALONG GRANGE HALL ROAD TO MACKEY ROAD, THENCE SOUTH 1.45
 AA5423'MILES (2.33 KM) ALONG MACKEY ROAD TO RODD ROAD, THENCE EAST 0.55 MILES
 AA5423'(0.89 KM) ALONG RODD ROAD TO EAST HOLLY ROAD AND THE MONUMENT AT THE
 AA5423'NORHTEAST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 29 FEET (8.8
 AA5423'M) EAST OF THE CENTERLINE OF RODD ROAD, 53 FEET (16.2 M) NORHT OF THE
 AA5423'CENTERLINE OF EAST HOLLY ROAD, 3.5 FEET (1.1 M) SOUTHWEST OF A
 AA5423'CONCRETE RIGHT-OF-WAY POST, 81 FEET (24.7 M) EAST NORTHEAST OF A 10
 AA5423'INCH ELM TREE, 147.5 FEET (45.0 M) NORTHEAST OF AN 18 INCH SHAG BARK
 AA5423'TREE, AND LEVEL TO GRANGE HALL ROAD.
 AA5423
 AA5423                          STATION RECOVERY (2003)
 AA5423
 AA5423'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5423'MARK APPEARS TO HAVE BEEN DESTROYED IN RECONSTRUCTION OF INTERSECTION.
 AA5423'
 AA5423
 AA5423                          STATION RECOVERY (2006)
 AA5423
 AA5423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5423'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5415 ***********************************************************************
 AA5415  DESIGNATION -  02362
 AA5415  PID         -  AA5415
 AA5415  STATE/COUNTY-  MI/OAKLAND
 AA5415  COUNTRY     -  US
 AA5415  USGS QUAD   -  ORTONVILLE (2017)
 AA5415
 AA5415                         *CURRENT SURVEY CONTROL
 AA5415  ______________________________________________________________________
 AA5415* NAD 83(2011) POSITION- 42 47 49.22903(N) 083 27 08.30848(W)   ADJUSTED
 AA5415* NAD 83(2011) ELLIP HT-   298.286 (meters)        (06/27/12)   ADJUSTED
 AA5415* NAD 83(2011) EPOCH   -  2010.00
 AA5415* NAVD 88 ORTHO HEIGHT -   332.5   (meters)     1091.    (feet) GPS OBS
 AA5415  ______________________________________________________________________
 AA5415  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5415  GEOID HEIGHT    -         -34.09 (meters)                     GEOID93
 AA5415  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 AA5415  NAD 83(2011) X  -    534,519.148 (meters)                     COMP
 AA5415  NAD 83(2011) Y  - -4,656,946.976 (meters)                     COMP
 AA5415  NAD 83(2011) Z  -  4,311,184.794 (meters)                     COMP
 AA5415  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 AA5415
 AA5415  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5415  Standards:
 AA5415         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5415            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5415  -------------------------------------------------------------------
 AA5415  NETWORK    0.78   0.84           0.35   0.28   0.43      0.08010610
 AA5415  -------------------------------------------------------------------
 AA5415  Click here for local accuracies and other accuracy information.
 AA5415
 AA5415.The horizontal coordinates were established by GPS observations
 AA5415.and adjusted by the National Geodetic Survey in June 2012.
 AA5415
 AA5415.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5415.been affixed to the stable North American tectonic plate. See 
 AA5415.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5415
 AA5415.The horizontal coordinates are valid at the epoch date displayed above
 AA5415.which is a decimal equivalence of Year/Month/Day.
 AA5415
 AA5415.The orthometric height was determined by GPS observations and a
 AA5415.high-resolution geoid model.
 AA5415
 AA5415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5415.GEOID18 height accuracy estimate available here.
 AA5415
 AA5415.Click photographs - Photos may exist for this station.
 AA5415
 AA5415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5415
 AA5415.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5415
 AA5415.The ellipsoidal height was determined by GPS observations
 AA5415.and is referenced to NAD 83.
 AA5415
 AA5415. The following values were computed from the NAD 83(2011) position.
 AA5415
 AA5415;                    North         East     Units Scale Factor Converg.
 AA5415;SPC MI S     -   144,474.265 4,074,794.317   MT  0.99990805   +0 37 20.1
 AA5415;SPC MI S     -   473,996.93 13,368,747.76   iFT  0.99990805   +0 37 20.1
 AA5415;UTM  17      - 4,741,190.047   299,454.880   MT  1.00009482   -1 39 60.0
 AA5415
 AA5415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5415!SPC MI S     -   0.99995322  x   0.99990805  =   0.99986128
 AA5415!UTM  17      -   0.99995322  x   1.00009482  =   1.00004804
 AA5415
 AA5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9945441190(NAD 83)
 AA5415
 AA5415                          SUPERSEDED SURVEY CONTROL
 AA5415
 AA5415  NAD 83(2007)-  42 47 49.22889(N)    083 27 08.30918(W) AD(2002.00) 0
 AA5415  ELLIP H (02/10/07)  298.295  (m)                       GP(2002.00)    
 AA5415  ELLIP H (07/12/02)  298.325  (m)                       GP(       ) 4 1
 AA5415  NAD 83(1994)-  42 47 49.22866(N)    083 27 08.30957(W) AD(       ) 1
 AA5415  ELLIP H (02/03/97)  298.354  (m)                       GP(       ) 4 1
 AA5415  NAD 83(1986)-  42 47 49.23146(N)    083 27 08.33952(W) AD(       ) 1
 AA5415
 AA5415.Superseded values are not recommended for survey control.
 AA5415
 AA5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5415.See file dsdata.pdf to determine how the superseded data were derived.
 AA5415
 AA5415_MARKER: DD = SURVEY DISK
 AA5415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5415_STAMPING: 02362
 AA5415_MARK LOGO: MI-125
 AA5415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5415+STABILITY: SURFACE MOTION
 AA5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5415+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AA5415
 AA5415  HISTORY     - Date     Condition        Report By
 AA5415  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5415  HISTORY     - 20030430 GOOD             ROWEIN
 AA5415  HISTORY     - 20060104 GOOD             INDIV
 AA5415
 AA5415                          STATION DESCRIPTION
 AA5415
 AA5415'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5415'M-15 TO OAKHILL ROAD, THENCE WEST ALONG OAKHILL ROAD 1.8 MILES (2.9
 AA5415'KM) TO OAKHILL PLACE, THENCE NORTH ALONG OAKHILL PLACE 183 FEET (55.8
 AA5415'M) TO THE MONUMENT AT THE EAST SIDE OF OAKHLL PLACE.  THE MONUMENT IS
 AA5415'24 FEET (7.3 M) EAST OF THE CENTERLINE OF OAKHILL PLACE, 6 FEET (1.8
 AA5415'M) SOUTHEST OF A WOOD FENCE POST, 4.5 FEET (1.4 M) NORTHWEST OF A WOOD
 AA5415'FENCE POST, 48 FEET (14.6 M) SOUTHEAST OF AN 18 INCH TRIPLE POPLAR
 AA5415'TREE, 55.7 FEET (17.0 M) NORTHEAST OF A 'BURRIED TELEPHONE CABLE'
 AA5415'POST, AND 1 FOOT (0.3 M) HIGHER THAN OAKHILL PLACE.
 AA5415
 AA5415                          STATION RECOVERY (2003)
 AA5415
 AA5415'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5415'RECOVERED IN GOOD CONDITION.
 AA5415
 AA5415                          STATION RECOVERY (2006)
 AA5415
 AA5415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5425 ***********************************************************************
 AA5425  DESIGNATION -  03012
 AA5425  PID         -  AA5425
 AA5425  STATE/COUNTY-  MI/OAKLAND
 AA5425  COUNTRY     -  US
 AA5425  USGS QUAD   -  METAMORA (2017)
 AA5425
 AA5425                         *CURRENT SURVEY CONTROL
 AA5425  ______________________________________________________________________
 AA5425* NAD 83(2011) POSITION- 42 52 57.41598(N) 083 20 14.09565(W)   ADJUSTED
 AA5425* NAD 83(2011) ELLIP HT-   305.801 (meters)        (06/27/12)   ADJUSTED
 AA5425* NAD 83(2011) EPOCH   -  2010.00
 AA5425* NAVD 88 ORTHO HEIGHT -   340.2   (meters)     1116.    (feet) GPS OBS
 AA5425  ______________________________________________________________________
 AA5425  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5425  GEOID HEIGHT    -         -34.36 (meters)                     GEOID93
 AA5425  GEOID HEIGHT    -        -34.577 (meters)                     GEOID18
 AA5425  NAD 83(2011) X  -    543,120.300 (meters)                     COMP
 AA5425  NAD 83(2011) Y  - -4,649,446.624 (meters)                     COMP
 AA5425  NAD 83(2011) Z  -  4,318,163.589 (meters)                     COMP
 AA5425  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 AA5425
 AA5425  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5425  Standards:
 AA5425         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5425            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5425  -------------------------------------------------------------------
 AA5425  NETWORK    1.40   1.35           0.65   0.46   0.69     -0.10279261
 AA5425  -------------------------------------------------------------------
 AA5425  Click here for local accuracies and other accuracy information.
 AA5425
 AA5425.The horizontal coordinates were established by GPS observations
 AA5425.and adjusted by the National Geodetic Survey in June 2012.
 AA5425
 AA5425.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5425.been affixed to the stable North American tectonic plate. See 
 AA5425.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5425
 AA5425.The horizontal coordinates are valid at the epoch date displayed above
 AA5425.which is a decimal equivalence of Year/Month/Day.
 AA5425
 AA5425.The orthometric height was determined by GPS observations and a
 AA5425.high-resolution geoid model.
 AA5425
 AA5425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5425.GEOID18 height accuracy estimate available here.
 AA5425
 AA5425.Click photographs - Photos may exist for this station.
 AA5425
 AA5425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5425
 AA5425.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5425
 AA5425.The ellipsoidal height was determined by GPS observations
 AA5425.and is referenced to NAD 83.
 AA5425
 AA5425. The following values were computed from the NAD 83(2011) position.
 AA5425
 AA5425;                    North         East     Units Scale Factor Converg.
 AA5425;SPC MI S     -   154,091.421 4,084,089.416   MT  0.99990688   +0 42 02.0
 AA5425;SPC MI S     -   505,549.28 13,399,243.49   iFT  0.99990688   +0 42 02.0
 AA5425;UTM  17      - 4,750,429.590   309,128.457   MT  1.00004822   -1 35 27.5
 AA5425
 AA5425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5425!SPC MI S     -   0.99995204  x   0.99990688  =   0.99985893
 AA5425!UTM  17      -   0.99995204  x   1.00004822  =   1.00000026
 AA5425
 AA5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0912850429(NAD 83)
 AA5425
 AA5425                          SUPERSEDED SURVEY CONTROL
 AA5425
 AA5425  NAD 83(2007)-  42 52 57.41583(N)    083 20 14.09644(W) AD(2002.00) 0
 AA5425  ELLIP H (02/10/07)  305.809  (m)                       GP(2002.00)    
 AA5425  ELLIP H (07/12/02)  305.834  (m)                       GP(       ) 4 1
 AA5425  NAD 83(1994)-  42 52 57.41566(N)    083 20 14.09708(W) AD(       ) 1
 AA5425  ELLIP H (02/03/97)  305.858  (m)                       GP(       ) 4 1
 AA5425  NAD 83(1986)-  42 52 57.41807(N)    083 20 14.12730(W) AD(       ) 1
 AA5425
 AA5425.Superseded values are not recommended for survey control.
 AA5425
 AA5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5425.See file dsdata.pdf to determine how the superseded data were derived.
 AA5425
 AA5425_MARKER: A = ALUMINUM MARKER
 AA5425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5425_STAMPING: 03012
 AA5425_MARK LOGO: MI-125
 AA5425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5425+STABILITY: SURFACE MOTION
 AA5425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5425+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5425
 AA5425  HISTORY     - Date     Condition        Report By
 AA5425  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5425  HISTORY     - 20010920 MARK NOT FOUND   LOCENG
 AA5425  HISTORY     - 20060104 MARK NOT FOUND   INDIV
 AA5425
 AA5425                          STATION DESCRIPTION
 AA5425
 AA5425'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5425'M-24 TO DAVISON LAKE ROAD, THENCE WEST 1.6 MILES (2.6 KM) ALONG
 AA5425'DAVISION LAKE ROAD TO THE MONUMENT AT THE SOUTH SIDE OF DAVISON LAKE
 AA5425'ROAD.  THE MONUMENT IS 52 FEET (15.8 M) SOUTH OF THE CENTERLINE OF
 AA5425'DAVISON LAKE ROAD, 141 FEET (43.0 M) WEST OF THE CENTERLINE OF BALDWIN
 AA5425'ROAD, 35.5 FEET (10.8 M) EAST NORTHEAST OF A POWER POLE, 144.1 FEET
 AA5425'(43.9 M) SOUTH SOUTHEAST OF A POWER POLE, 82.4 FEET (25.1 M) SOUTH
 AA5425'SOUTHEAST OF A TELEPHONE BOX, 54.8 FEET (16.7 M) SOUTHWEST OF A 24
 AA5425'INCH OAK TREE AND 1 FOOT (0.3 M) LOWER THAN DAVISON LAKE ROAD.
 AA5425
 AA5425                          STATION RECOVERY (2001)
 AA5425
 AA5425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5425'PER THE ABOVE WITNESSES, STATION APPEARS TO BE IN AREA OF ASPHALT
 AA5425'DRIVEWAY TO RECENTLY CONSTRUCTED HOUSE, NUMBER 3103 DAVISON LAKE ROAD,
 AA5425'AND WAS NOT FOUND.
 AA5425
 AA5425                          STATION RECOVERY (2006)
 AA5425
 AA5425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5425'UNDER ASPHALT DRIVEWAY
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5426 ***********************************************************************
 AA5426  DESIGNATION -  03061
 AA5426  PID         -  AA5426
 AA5426  STATE/COUNTY-  MI/GENESEE
 AA5426  COUNTRY     -  US
 AA5426  USGS QUAD   -  HADLEY (2017)
 AA5426
 AA5426                         *CURRENT SURVEY CONTROL
 AA5426  ______________________________________________________________________
 AA5426* NAD 83(2011) POSITION- 42 52 40.36908(N) 083 27 16.22636(W)   ADJUSTED
 AA5426* NAD 83(2011) ELLIP HT-   250.841 (meters)        (06/27/12)   ADJUSTED
 AA5426* NAD 83(2011) EPOCH   -  2010.00
 AA5426* NAVD 88 ORTHO HEIGHT -   285.1   (meters)      935.    (feet) GPS OBS
 AA5426  ______________________________________________________________________
 AA5426  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5426  GEOID HEIGHT    -         -34.17 (meters)                     GEOID93
 AA5426  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 AA5426  NAD 83(2011) X  -    533,640.071 (meters)                     COMP
 AA5426  NAD 83(2011) Y  - -4,650,864.033 (meters)                     COMP
 AA5426  NAD 83(2011) Z  -  4,317,740.703 (meters)                     COMP
 AA5426  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 AA5426
 AA5426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5426  Standards:
 AA5426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5426  -------------------------------------------------------------------
 AA5426  NETWORK    1.48   1.41           0.67   0.52   0.72     -0.03289447
 AA5426  -------------------------------------------------------------------
 AA5426  Click here for local accuracies and other accuracy information.
 AA5426
 AA5426.The horizontal coordinates were established by GPS observations
 AA5426.and adjusted by the National Geodetic Survey in June 2012.
 AA5426
 AA5426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5426.been affixed to the stable North American tectonic plate. See 
 AA5426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5426
 AA5426.The horizontal coordinates are valid at the epoch date displayed above
 AA5426.which is a decimal equivalence of Year/Month/Day.
 AA5426
 AA5426.The orthometric height was determined by GPS observations and a
 AA5426.high-resolution geoid model.
 AA5426
 AA5426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5426.GEOID18 height accuracy estimate available here.
 AA5426
 AA5426.Click photographs - Photos may exist for this station.
 AA5426
 AA5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5426
 AA5426.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5426
 AA5426.The ellipsoidal height was determined by GPS observations
 AA5426.and is referenced to NAD 83.
 AA5426
 AA5426. The following values were computed from the NAD 83(2011) position.
 AA5426
 AA5426;                    North         East     Units Scale Factor Converg.
 AA5426;SPC MI S     -   153,455.015 4,074,517.089   MT  0.99990689   +0 37 14.7
 AA5426;SPC MI S     -   503,461.34 13,367,838.22   iFT  0.99990689   +0 37 14.7
 AA5426;UTM  17      - 4,750,176.385   299,536.764   MT  1.00009440   -1 40 14.5
 AA5426
 AA5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5426!SPC MI S     -   0.99996066  x   0.99990689  =   0.99986756
 AA5426!UTM  17      -   0.99996066  x   1.00009440  =   1.00005506
 AA5426
 AA5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9953650176(NAD 83)
 AA5426
 AA5426                          SUPERSEDED SURVEY CONTROL
 AA5426
 AA5426  NAD 83(2007)-  42 52 40.36893(N)    083 27 16.22706(W) AD(2002.00) 0
 AA5426  ELLIP H (02/10/07)  250.850  (m)                       GP(2002.00)    
 AA5426  ELLIP H (07/12/02)  250.881  (m)                       GP(       ) 4 1
 AA5426  NAD 83(1994)-  42 52 40.36863(N)    083 27 16.22816(W) AD(       ) 1
 AA5426  ELLIP H (02/03/97)  250.911  (m)                       GP(       ) 4 1
 AA5426  NAD 83(1986)-  42 52 40.37034(N)    083 27 16.25820(W) AD(       ) 1
 AA5426
 AA5426.Superseded values are not recommended for survey control.
 AA5426
 AA5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5426.See file dsdata.pdf to determine how the superseded data were derived.
 AA5426
 AA5426_MARKER: A = ALUMINUM MARKER
 AA5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5426_STAMPING: 03061
 AA5426_MARK LOGO: WADTRI
 AA5426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5426+STABILITY: SURFACE MOTION
 AA5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5426+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5426
 AA5426  HISTORY     - Date     Condition        Report By
 AA5426  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5426  HISTORY     - 20010920 GOOD             LOCENG
 AA5426  HISTORY     - 20020601 GOOD             INDIV
 AA5426  HISTORY     - 20060104 MARK NOT FOUND   INDIV
 AA5426
 AA5426                          STATION DESCRIPTION
 AA5426
 AA5426'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5426'M-15 TO COUNTY LINE ROAD, THENCE EAST 0.9 MILES (1.4 KM) ALONG COUNTY
 AA5426'LINE ROAD TO STATE PARK ROAD, THENCE NORTH ALONG STATE PARK ROAD 0.15
 AA5426'MILES (0.24 KM) TO THE MONUMENT AT THE EAST SIDE OF STATE PARK ROAD.
 AA5426'THE MONUMENT IS 35 FEET (10.7 M) EAST OF THE CENTERLINE OF STATE PARK
 AA5426'ROAD, 60 FEET (18.3 M) SOUTH SOUTHWEST OF A POWER POLE, 101.2 FEET
 AA5426'(30.8 M) SOUTHWEST OF SOUTHWEST OF GARAGE OF HOUSE 10455 STATE PARK
 AA5426'ROAD, 91 FEET (27.7 M) SOUTHEAST OF 18 INCH PINE TREE, 82.4 FEET (25.1
 AA5426'M) NORTHEAST OF 10 INCH PINE TREE AND LEVEL TO THE SURFACE OF STATE
 AA5426'PARK ROAD.
 AA5426
 AA5426                          STATION RECOVERY (2001)
 AA5426
 AA5426'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5426'STATION APPEARS TO BE IN GENESEE COUNTY, NOT OAKLAND, PER THE ABOVE
 AA5426'DESCRIPTION AND PUBLISHED LAT/LONG. SUITABILITY FOR GPS OBSERVATION IS
 AA5426'MARGINAL AT BEST DUE TO TREE COVER.
 AA5426
 AA5426                          STATION RECOVERY (2002)
 AA5426
 AA5426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5426'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5426'FOUND THIS CORNER TO BE GOOD.
 AA5426
 AA5426                          STATION RECOVERY (2006)
 AA5426
 AA5426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3826 ***********************************************************************
 AA3826  DESIGNATION -  03200
 AA3826  PID         -  AA3826
 AA3826  STATE/COUNTY-  MI/ALLEGAN
 AA3826  COUNTRY     -  US
 AA3826  USGS QUAD   -  KALAMAZOO NE (2017)
 AA3826
 AA3826                         *CURRENT SURVEY CONTROL
 AA3826  ______________________________________________________________________
 AA3826* NAD 83(2011) POSITION- 42 26 35.06577(N) 085 37 17.56140(W)   ADJUSTED
 AA3826* NAD 83(2011) ELLIP HT-   191.448 (meters)        (06/27/12)   ADJUSTED
 AA3826* NAD 83(2011) EPOCH   -  2010.00
 AA3826* NAVD 88 ORTHO HEIGHT -   224.6   (meters)      737.    (feet) GPS OBS
 AA3826  ______________________________________________________________________
 AA3826  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3826  GEOID HEIGHT    -         -32.97 (meters)                     GEOID93
 AA3826  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 AA3826  NAD 83(2011) X  -    359,891.254 (meters)                     COMP
 AA3826  NAD 83(2011) Y  - -4,700,309.649 (meters)                     COMP
 AA3826  NAD 83(2011) Z  -  4,282,179.636 (meters)                     COMP
 AA3826  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 AA3826
 AA3826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3826  Standards:
 AA3826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3826  -------------------------------------------------------------------
 AA3826  NETWORK    1.48   2.08           0.64   0.56   1.06      0.16172791
 AA3826  -------------------------------------------------------------------
 AA3826  Click here for local accuracies and other accuracy information.
 AA3826
 AA3826.The horizontal coordinates were established by GPS observations
 AA3826.and adjusted by the National Geodetic Survey in June 2012.
 AA3826
 AA3826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3826.been affixed to the stable North American tectonic plate. See 
 AA3826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3826
 AA3826.The horizontal coordinates are valid at the epoch date displayed above
 AA3826.which is a decimal equivalence of Year/Month/Day.
 AA3826
 AA3826.The orthometric height was determined by GPS observations and a
 AA3826.high-resolution geoid model.
 AA3826
 AA3826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3826.GEOID18 height accuracy estimate available here.
 AA3826
 AA3826.Click photographs - Photos may exist for this station.
 AA3826
 AA3826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3826
 AA3826.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3826
 AA3826.The ellipsoidal height was determined by GPS observations
 AA3826.and is referenced to NAD 83.
 AA3826
 AA3826. The following values were computed from the NAD 83(2011) position.
 AA3826
 AA3826;                    North         East     Units Scale Factor Converg.
 AA3826;SPC MI S     -   105,523.740 3,896,767.123   MT  0.99993645   -0 51 14.3
 AA3826;SPC MI S     -   346,206.50 12,784,669.04   iFT  0.99993645   -0 51 14.3
 AA3826;UTM  16      - 4,699,892.515   613,366.009   MT  0.99975812   +0 55 49.3
 AA3826
 AA3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3826!SPC MI S     -   0.99996998  x   0.99993645  =   0.99990643
 AA3826!UTM  16      -   0.99996998  x   0.99975812  =   0.99972810
 AA3826
 AA3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1336699892(NAD 83)
 AA3826
 AA3826                          SUPERSEDED SURVEY CONTROL
 AA3826
 AA3826  NAD 83(2007)-  42 26 35.06595(N)    085 37 17.56209(W) AD(2002.00) 0
 AA3826  ELLIP H (02/10/07)  191.466  (m)                       GP(2002.00)    
 AA3826  ELLIP H (07/17/02)  191.498  (m)                       GP(       ) 4 1
 AA3826  NAD 83(1994)-  42 26 35.06577(N)    085 37 17.56218(W) AD(       ) 1
 AA3826  ELLIP H (02/03/97)  191.498  (m)                       GP(       ) 4 1
 AA3826  NAD 83(1991)-  42 26 35.06613(N)    085 37 17.57460(W) AD(       ) 1
 AA3826
 AA3826.Superseded values are not recommended for survey control.
 AA3826
 AA3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3826.See file dsdata.pdf to determine how the superseded data were derived.
 AA3826
 AA3826_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3826_STAMPING: 03200 1992
 AA3826_MARK LOGO: MIDT
 AA3826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3826+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 AA3826
 AA3826  HISTORY     - Date     Condition        Report By
 AA3826  HISTORY     - 1992     MONUMENTED       MIDT
 AA3826  HISTORY     - 20031109 GOOD             USPSQD
 AA3826  HISTORY     - 20051015 GOOD             USPSQD
 AA3826  HISTORY     - 20090818 GOOD             ROWEIN
 AA3826
 AA3826                          STATION DESCRIPTION
 AA3826
 AA3826'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3826'STATION IS LOCATED IN QUAD 420853, ON THE KALAMAZOO NORTHEAST
 AA3826'QUADRANGLE MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 28, T-1-N,
 AA3826'R-11-W, GUN PLAIN TOWNSHIP.  ABOUT 1.1 MI (1.8 KM) EAST OF PLAINWELL,
 AA3826'ABOUT 11.5 MI (18.5 KM) NORTHWEST OF RICHLAND AND ABOUT 11.5 MI (18.5
 AA3826'KM) NORTHERLY OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE
 AA3826'STATION FROM THE MEDIAN OF THE INTERCHANGE OF UNITED STATES HIGHWAY
 AA3826'131 AND STATE HIGHWAY M-89 AT PLAINWELL, GO EAST ALONG STATE HIGHWAY
 AA3826'M-89 FOR 1.95 MI (3.14 KM) TO THE JUNCTION OF 8TH STREET AND THE
 AA3826'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THIS INTERSECTION AS
 AA3826'DESCRIBED. STATION IS 50.0 FT (15.2 M) NORTH FROM THE CENTER OF STATE
 AA3826'HIGHWAY M-89, 148.0 FT (45.1 M) EAST FROM CENTER OF 8TH STREET, 52.0
 AA3826'FT (15.8 M) EASTERLY FROM UTILITY POLE, 100.0 FT (30.5 M) WESTERLY
 AA3826'FROM UTILITY JUNCTION BOX, AND 2 FT (0.6 M) SOUTHERLY OF METAL WITNESS
 AA3826'POST WITH SIGN.
 AA3826
 AA3826                          STATION RECOVERY (2003)
 AA3826
 AA3826'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 AA3826'RECOVERED IN GOOD CONDITION.
 AA3826
 AA3826                          STATION RECOVERY (2005)
 AA3826
 AA3826'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA3826'ALSO HAS A CARSONITE WITNESS POST.
 AA3826
 AA3826                          STATION RECOVERY (2009)
 AA3826
 AA3826'RECOVERY NOTE BY ROWE INCORPORATED 2009 (SJS)
 AA3826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3827 ***********************************************************************
 AA3827  DESIGNATION -  03201
 AA3827  PID         -  AA3827
 AA3827  STATE/COUNTY-  MI/ALLEGAN
 AA3827  COUNTRY     -  US
 AA3827  USGS QUAD   -  KALAMAZOO NE (2017)
 AA3827
 AA3827                         *CURRENT SURVEY CONTROL
 AA3827  ______________________________________________________________________
 AA3827* NAD 83(2011) POSITION- 42 26 34.65424(N) 085 36 06.02081(W)   ADJUSTED
 AA3827* NAD 83(2011) ELLIP HT-   221.350 (meters)        (06/27/12)   ADJUSTED
 AA3827* NAD 83(2011) EPOCH   -  2010.00
 AA3827* NAVD 88 ORTHO HEIGHT -   254.6   (meters)      835.    (feet) GPS OBS
 AA3827  ______________________________________________________________________
 AA3827  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3827  GEOID HEIGHT    -         -32.99 (meters)                     GEOID93
 AA3827  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 AA3827  NAD 83(2011) X  -    361,523.831 (meters)                     COMP
 AA3827  NAD 83(2011) Y  - -4,700,215.088 (meters)                     COMP
 AA3827  NAD 83(2011) Z  -  4,282,190.445 (meters)                     COMP
 AA3827  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 AA3827
 AA3827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3827  Standards:
 AA3827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3827  -------------------------------------------------------------------
 AA3827  NETWORK    1.40   1.98           0.61   0.52   1.01      0.17610388
 AA3827  -------------------------------------------------------------------
 AA3827  Click here for local accuracies and other accuracy information.
 AA3827
 AA3827.The horizontal coordinates were established by GPS observations
 AA3827.and adjusted by the National Geodetic Survey in June 2012.
 AA3827
 AA3827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3827.been affixed to the stable North American tectonic plate. See 
 AA3827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3827
 AA3827.The horizontal coordinates are valid at the epoch date displayed above
 AA3827.which is a decimal equivalence of Year/Month/Day.
 AA3827
 AA3827.The orthometric height was determined by GPS observations and a
 AA3827.high-resolution geoid model.
 AA3827
 AA3827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3827.GEOID18 height accuracy estimate available here.
 AA3827
 AA3827.Click photographs - Photos may exist for this station.
 AA3827
 AA3827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3827
 AA3827.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3827
 AA3827.The ellipsoidal height was determined by GPS observations
 AA3827.and is referenced to NAD 83.
 AA3827
 AA3827. The following values were computed from the NAD 83(2011) position.
 AA3827
 AA3827;                    North         East     Units Scale Factor Converg.
 AA3827;SPC MI S     -   105,486.871 3,898,401.626   MT  0.99993646   -0 50 25.6
 AA3827;SPC MI S     -   346,085.53 12,790,031.58   iFT  0.99993646   -0 50 25.6
 AA3827;UTM  16      - 4,699,906.554   615,000.579   MT  0.99976272   +0 56 37.6
 AA3827
 AA3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3827!SPC MI S     -   0.99996529  x   0.99993646  =   0.99990175
 AA3827!UTM  16      -   0.99996529  x   0.99976272  =   0.99972801
 AA3827
 AA3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1500099906(NAD 83)
 AA3827
 AA3827                          SUPERSEDED SURVEY CONTROL
 AA3827
 AA3827  NAD 83(2007)-  42 26 34.65441(N)    085 36 06.02150(W) AD(2002.00) 0
 AA3827  ELLIP H (02/10/07)  221.368  (m)                       GP(2002.00)    
 AA3827  ELLIP H (07/17/02)  221.400  (m)                       GP(       ) 4 1
 AA3827  NAD 83(1994)-  42 26 34.65423(N)    085 36 06.02160(W) AD(       ) 1
 AA3827  ELLIP H (02/03/97)  221.400  (m)                       GP(       ) 4 1
 AA3827  NAD 83(1991)-  42 26 34.65461(N)    085 36 06.03401(W) AD(       ) 1
 AA3827
 AA3827.Superseded values are not recommended for survey control.
 AA3827
 AA3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3827.See file dsdata.pdf to determine how the superseded data were derived.
 AA3827
 AA3827_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3827_STAMPING: 03201 1992
 AA3827_MARK LOGO: MIDT
 AA3827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3827+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 AA3827
 AA3827  HISTORY     - Date     Condition        Report By
 AA3827  HISTORY     - 1992     MONUMENTED       MIDT
 AA3827  HISTORY     - 20031109 GOOD             USPSQD
 AA3827  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 AA3827  HISTORY     - 20090818 GOOD             ROWEIN
 AA3827
 AA3827                          STATION DESCRIPTION
 AA3827
 AA3827'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3827'STATION IS LOCATED IN QUAD 420853 ON THE KALAMAZOO NE QUADRANGLE MAP.
 AA3827'IT IS IN THE SOUTHWEST 1/4 SECTION 27, T-1-N, R-11-W, GUN PLAIN
 AA3827'TOWNSHIP.  ABOUT 2.1 MI (3.4 KM) EASTERLY OF PLAINWELL, ABOUT 8.8 MI
 AA3827'(14.2 KM) NORTHWEST OF RICHLAND AND ABOUT 11.5 MI (18.5 KM) NORTHERLY
 AA3827'OF COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION FROM THE
 AA3827'INTERCHANGE OF UNITED STATES HIGHWAY 131 WITH STATE HIGHWAY M-89 AT
 AA3827'PLAINWELL, GO EASTERLY ALONG STATE HIGHWAY M-89 FOR 3.0 MI (4.8 KM) TO
 AA3827'THE STATION ON THE RIGHT, AS DESCRIBED. STATION IS 28.0 FT (8.5 M)
 AA3827'SOUTHERLY FROM CENTER OF STATE HIGHWAY M-89 AND 201.0 FT (61.3 M)
 AA3827'EASTERLY FROM CENTER OF 6TH STREET, 9.0 FT (2.7 M) NORTHERLY FROM
 AA3827'CENTER OF DITCH AND 2 FT (0.6 M) NORTH FROM METAL WITNESS POST WITH
 AA3827'SIGN.
 AA3827
 AA3827                          STATION RECOVERY (2003)
 AA3827
 AA3827'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 AA3827'RECOVERED IN GOOD CONDITION.
 AA3827
 AA3827                          STATION RECOVERY (2005)
 AA3827
 AA3827'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA3827'ROAD APPEARS TO HAVE BEEN WIDENED.
 AA3827
 AA3827                          STATION RECOVERY (2009)
 AA3827
 AA3827'RECOVERY NOTE BY ROWE INCORPORATED 2009 (SJS)
 AA3827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3828 ***********************************************************************
 AA3828  DESIGNATION -  03202
 AA3828  PID         -  AA3828
 AA3828  STATE/COUNTY-  MI/ALLEGAN
 AA3828  COUNTRY     -  US
 AA3828  USGS QUAD   -  SAUGATUCK (2017)
 AA3828
 AA3828                         *CURRENT SURVEY CONTROL
 AA3828  ______________________________________________________________________
 AA3828* NAD 83(2011) POSITION- 42 44 01.52739(N) 086 08 23.71609(W)   ADJUSTED
 AA3828* NAD 83(2011) ELLIP HT-   184.225 (meters)        (06/27/12)   ADJUSTED
 AA3828* NAD 83(2011) EPOCH   -  2010.00
 AA3828* NAVD 88 ORTHO HEIGHT -   217.6   (meters)      714.    (feet) GPS OBS
 AA3828  ______________________________________________________________________
 AA3828  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3828  GEOID HEIGHT    -         -33.17 (meters)                     GEOID93
 AA3828  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 AA3828  NAD 83(2011) X  -    315,880.178 (meters)                     COMP
 AA3828  NAD 83(2011) Y  - -4,681,565.075 (meters)                     COMP
 AA3828  NAD 83(2011) Z  -  4,305,948.806 (meters)                     COMP
 AA3828  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 AA3828
 AA3828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3828  Standards:
 AA3828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3828  -------------------------------------------------------------------
 AA3828  NETWORK    0.88   1.59           0.40   0.31   0.81      0.01240645
 AA3828  -------------------------------------------------------------------
 AA3828  Click here for local accuracies and other accuracy information.
 AA3828
 AA3828.The horizontal coordinates were established by GPS observations
 AA3828.and adjusted by the National Geodetic Survey in June 2012.
 AA3828
 AA3828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3828.been affixed to the stable North American tectonic plate. See 
 AA3828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3828
 AA3828.The horizontal coordinates are valid at the epoch date displayed above
 AA3828.which is a decimal equivalence of Year/Month/Day.
 AA3828
 AA3828.The orthometric height was determined by GPS observations and a
 AA3828.high-resolution geoid model.
 AA3828
 AA3828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3828.GEOID18 height accuracy estimate available here.
 AA3828
 AA3828.Click photographs - Photos may exist for this station.
 AA3828
 AA3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3828
 AA3828.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3828
 AA3828.The ellipsoidal height was determined by GPS observations
 AA3828.and is referenced to NAD 83.
 AA3828
 AA3828. The following values were computed from the NAD 83(2011) position.
 AA3828
 AA3828;                    North         East     Units Scale Factor Converg.
 AA3828;SPC MI S     -   138,571.436 3,854,808.139   MT  0.99991035   -1 12 24.3
 AA3828;SPC MI S     -   454,630.70 12,647,008.33   iFT  0.99991035   -1 12 24.3
 AA3828;UTM  16      - 4,731,608.329   570,405.745   MT  0.99966098   +0 35 01.2
 AA3828
 AA3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3828!SPC MI S     -   0.99997111  x   0.99991035  =   0.99988146
 AA3828!UTM  16      -   0.99997111  x   0.99966098  =   0.99963210
 AA3828
 AA3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7040531608(NAD 83)
 AA3828
 AA3828                          SUPERSEDED SURVEY CONTROL
 AA3828
 AA3828  NAD 83(2007)-  42 44 01.52757(N)    086 08 23.71681(W) AD(2002.00) 0
 AA3828  ELLIP H (02/10/07)  184.248  (m)                       GP(2002.00)    
 AA3828  ELLIP H (07/17/02)  184.248  (m)                       GP(       ) 4 1
 AA3828  NAD 83(1994)-  42 44 01.52775(N)    086 08 23.71775(W) AD(       ) 1
 AA3828  ELLIP H (02/03/97)  184.268  (m)                       GP(       ) 4 1
 AA3828  NAD 83(1991)-  42 44 01.52866(N)    086 08 23.72892(W) AD(       ) 1
 AA3828
 AA3828.Superseded values are not recommended for survey control.
 AA3828
 AA3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3828.See file dsdata.pdf to determine how the superseded data were derived.
 AA3828
 AA3828_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3828_STAMPING: 03202 1993
 AA3828_MARK LOGO: MIDT
 AA3828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3828+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 AA3828
 AA3828  HISTORY     - Date     Condition        Report By
 AA3828  HISTORY     - 1993     MONUMENTED       MIDT
 AA3828  HISTORY     - 19930929 GOOD             MIDT
 AA3828  HISTORY     - 20090801 GOOD             GEODES
 AA3828  HISTORY     - 20111202 GOOD             INDIV
 AA3828
 AA3828                          STATION DESCRIPTION
 AA3828
 AA3828'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3828'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3828'IS IN THE NORTHEAST 1/4 OF SECTION 13, T-4-N, R-16-W, LAKETOWN
 AA3828'TOWNSHIP, ABOUT 6.0 MI (9.7 KM) NORTHEAST OF SAUGATUCK, ABOUT 4.0 MI
 AA3828'(6.4 KM) SOUTHWEST OF HOLLAND, AND ABOUT 24.5 MI (39.4 KM) NORTHWEST
 AA3828'OF ALLEGAN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION FROM
 AA3828'INTERCHANGE OF STATE HIGHWAY M-40 AND INTERSTATE HIGHWAY I-196 NEAR
 AA3828'SOUTHEAST HOLLAND, GO SOUTHWEST 3.7 MI (6.0 KM) ALONG INTERSTATE
 AA3828'HIGHWAY I-196 TO STATION ON RIGHT, AS DESCRIBED. STATION IS 30 FT (9.1
 AA3828'M) NORTH FROM NORTH EDGE CONCRETE LANE OF WEST BOUND INTERSTATE
 AA3828'HIGHWAY I-196, 21 FT (6.4 M) NORTH FROM NORTHERLY EDGE BITUMINOUS
 AA3828'SHOULDER ON THE NORTH SIDE OF WEST BOUND INTERSTATE HIGHWAY I-196, 336
 AA3828'FT (102.4 M) EASTERLY FROM EAST END GUARD RAIL, 62 FT (18.9 M)
 AA3828'SOUTHERLY FROM RIGHT-OF-WAY FENCE, 4 FT (1.2 M) SOUTH FROM METAL
 AA3828'WITNESS POST WITH SIGN.
 AA3828
 AA3828                          STATION RECOVERY (1993)
 AA3828
 AA3828'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CGS)
 AA3828'RECOVERED AS DESCRIBED.
 AA3828
 AA3828                          STATION RECOVERY (2009)
 AA3828
 AA3828'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2009 (GMB)
 AA3828'RECOVERED IN GOOD CONDITION.
 AA3828
 AA3828                          STATION RECOVERY (2011)
 AA3828
 AA3828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 AA3828'RECOVERED AS DESCRIBED
 AA3828'WITNESSES
 AA3828'1. N32E   59.6'  SET NAIL AND TAG IN EAST SIDE OF 10IN BOX ELDER
 AA3828'2. N10W    3.7'  CENTER OF SURVEY MARKER SIGN POST
 AA3828'3. S05W   17.8'  CENTER OF DELINEATOR POST
 AA3828'4. N78E  258.3'  CENTER OF MILE MARKER 45 POST
 AA3828'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3829 ***********************************************************************
 AA3829  DESIGNATION -  03203
 AA3829  PID         -  AA3829
 AA3829  STATE/COUNTY-  MI/ALLEGAN
 AA3829  COUNTRY     -  US
 AA3829  USGS QUAD   -  HAMILTON WEST (2017)
 AA3829
 AA3829                         *CURRENT SURVEY CONTROL
 AA3829  ______________________________________________________________________
 AA3829* NAD 83(2011) POSITION- 42 44 11.72001(N) 086 07 14.74221(W)   ADJUSTED
 AA3829* NAD 83(2011) ELLIP HT-   181.294 (meters)        (06/27/12)   ADJUSTED
 AA3829* NAD 83(2011) EPOCH   -  2010.00
 AA3829* NAVD 88 ORTHO HEIGHT -   214.7   (meters)      704.    (feet) GPS OBS
 AA3829  ______________________________________________________________________
 AA3829  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3829  GEOID HEIGHT    -         -33.16 (meters)                     GEOID93
 AA3829  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 AA3829  NAD 83(2011) X  -    317,431.066 (meters)                     COMP
 AA3829  NAD 83(2011) Y  - -4,681,244.083 (meters)                     COMP
 AA3829  NAD 83(2011) Z  -  4,306,177.838 (meters)                     COMP
 AA3829  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 AA3829
 AA3829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3829  Standards:
 AA3829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3829  -------------------------------------------------------------------
 AA3829  NETWORK    0.91   1.65           0.42   0.31   0.84     -0.00039991
 AA3829  -------------------------------------------------------------------
 AA3829  Click here for local accuracies and other accuracy information.
 AA3829
 AA3829.The horizontal coordinates were established by GPS observations
 AA3829.and adjusted by the National Geodetic Survey in June 2012.
 AA3829
 AA3829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3829.been affixed to the stable North American tectonic plate. See 
 AA3829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3829
 AA3829.The horizontal coordinates are valid at the epoch date displayed above
 AA3829.which is a decimal equivalence of Year/Month/Day.
 AA3829
 AA3829.The orthometric height was determined by GPS observations and a
 AA3829.high-resolution geoid model.
 AA3829
 AA3829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3829.GEOID18 height accuracy estimate available here.
 AA3829
 AA3829.Click photographs - Photos may exist for this station.
 AA3829
 AA3829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3829
 AA3829.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3829
 AA3829.The ellipsoidal height was determined by GPS observations
 AA3829.and is referenced to NAD 83.
 AA3829
 AA3829. The following values were computed from the NAD 83(2011) position.
 AA3829
 AA3829;                    North         East     Units Scale Factor Converg.
 AA3829;SPC MI S     -   138,852.997 3,856,383.211   MT  0.99991022   -1 11 37.4
 AA3829;SPC MI S     -   455,554.45 12,652,175.89   iFT  0.99991022   -1 11 37.4
 AA3829;UTM  16      - 4,731,938.882   571,970.863   MT  0.99966372   +0 35 48.1
 AA3829
 AA3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3829!SPC MI S     -   0.99997157  x   0.99991022  =   0.99988179
 AA3829!UTM  16      -   0.99997157  x   0.99966372  =   0.99963530
 AA3829
 AA3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7197031938(NAD 83)
 AA3829
 AA3829                          SUPERSEDED SURVEY CONTROL
 AA3829
 AA3829  NAD 83(2007)-  42 44 11.72019(N)    086 07 14.74294(W) AD(2002.00) 0
 AA3829  ELLIP H (02/10/07)  181.318  (m)                       GP(2002.00)    
 AA3829  ELLIP H (07/17/02)  181.317  (m)                       GP(       ) 4 1
 AA3829  NAD 83(1994)-  42 44 11.72041(N)    086 07 14.74394(W) AD(       ) 1
 AA3829  ELLIP H (02/03/97)  181.338  (m)                       GP(       ) 4 1
 AA3829  NAD 83(1991)-  42 44 11.72130(N)    086 07 14.75508(W) AD(       ) 1
 AA3829
 AA3829.Superseded values are not recommended for survey control.
 AA3829
 AA3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3829.See file dsdata.pdf to determine how the superseded data were derived.
 AA3829
 AA3829_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3829_STAMPING: 03203 1993
 AA3829_MARK LOGO: MIDT
 AA3829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3829+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 AA3829
 AA3829  HISTORY     - Date     Condition        Report By
 AA3829  HISTORY     - 1993     MONUMENTED       MIDT
 AA3829  HISTORY     - 19930929 GOOD             MIDT
 AA3829
 AA3829                          STATION DESCRIPTION
 AA3829
 AA3829'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3829'STATION IS LOCATED IN QUAD 420861 ON THE FENNVILLE QUADRANGLE MAP. IT
 AA3829'IS IN THE NORTHWEST 1/4 OF SECTION 18,  T-4-N, R-15-W, FILLMORE
 AA3829'TOWNSHIP,  ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HOLLAND,  ABOUT 7.0 MI
 AA3829'(11.3 KM) NORTHEAST OF SAUGATUCK, AND ABOUT 25.5 MI (41.0 KM)
 AA3829'NORTHWEST OF ALLEGAN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION
 AA3829'FROM JUNCTION STATE HIGHWAY M-40 AND INTERSTATE I-196 NEAR SOUTHEAST
 AA3829'HOLLAND, GO SOUTHWESTERLY ALONG WEST BOUND INTERSTATE I-196 FOR 2.7 MI
 AA3829'(4.3 KM) TO STATION ON THE RIGHT AS DESCRIBED. STATION IS ALUMINUM
 AA3829'DISK IN CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 20 FT (6.1 M)
 AA3829'NORTHERLY OF THE NORTH EDGE CONCRETE LANE OF WEST BOUND INTERSTATE
 AA3829'I-196, 10 FT (3.0 M) NORTHERLY OF NORTH EDGE BITUMINOUS SHOULDER, 36
 AA3829'FT (11.0 M) SOUTHERLY OF EAST-WEST DITCH, 71 FT (21.6 M) SOUTHERLY OF
 AA3829'RIGHT OF WAY FENCE, AND 4 FT (1.2 M) SOUTHERLY OF METAL WITNESS POST
 AA3829'WITH SIGN.
 AA3829
 AA3829                          STATION RECOVERY (1993)
 AA3829
 AA3829'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3829'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3830 ***********************************************************************
 AA3830  DESIGNATION -  03204
 AA3830  PID         -  AA3830
 AA3830  STATE/COUNTY-  MI/ALLEGAN
 AA3830  COUNTRY     -  US
 AA3830  USGS QUAD   -  LACOTA (2017)
 AA3830
 AA3830                         *CURRENT SURVEY CONTROL
 AA3830  ______________________________________________________________________
 AA3830* NAD 83(2011) POSITION- 42 26 25.25347(N) 086 14 43.13887(W)   ADJUSTED
 AA3830* NAD 83(2011) ELLIP HT-   164.540 (meters)        (06/27/12)   ADJUSTED
 AA3830* NAD 83(2011) EPOCH   -  2010.00
 AA3830* NAVD 88 ORTHO HEIGHT -   198.0   (meters)      650.    (feet) GPS OBS
 AA3830  ______________________________________________________________________
 AA3830  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3830  GEOID HEIGHT    -         -33.22 (meters)                     GEOID93
 AA3830  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 AA3830  NAD 83(2011) X  -    308,711.372 (meters)                     COMP
 AA3830  NAD 83(2011) Y  - -4,704,133.186 (meters)                     COMP
 AA3830  NAD 83(2011) Z  -  4,281,938.039 (meters)                     COMP
 AA3830  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 AA3830
 AA3830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3830  Standards:
 AA3830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3830  -------------------------------------------------------------------
 AA3830  NETWORK    1.08   1.82           0.50   0.36   0.93      0.08016263
 AA3830  -------------------------------------------------------------------
 AA3830  Click here for local accuracies and other accuracy information.
 AA3830
 AA3830.The horizontal coordinates were established by GPS observations
 AA3830.and adjusted by the National Geodetic Survey in June 2012.
 AA3830
 AA3830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3830.been affixed to the stable North American tectonic plate. See 
 AA3830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3830
 AA3830.The horizontal coordinates are valid at the epoch date displayed above
 AA3830.which is a decimal equivalence of Year/Month/Day.
 AA3830
 AA3830.The orthometric height was determined by GPS observations and a
 AA3830.high-resolution geoid model.
 AA3830
 AA3830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3830.GEOID18 height accuracy estimate available here.
 AA3830
 AA3830.Click photographs - Photos may exist for this station.
 AA3830
 AA3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3830
 AA3830.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3830
 AA3830.The ellipsoidal height was determined by GPS observations
 AA3830.and is referenced to NAD 83.
 AA3830
 AA3830. The following values were computed from the NAD 83(2011) position.
 AA3830
 AA3830;                    North         East     Units Scale Factor Converg.
 AA3830;SPC MI S     -   106,175.970 3,845,452.745   MT  0.99993681   -1 16 42.5
 AA3830;SPC MI S     -   348,346.36 12,616,314.78   iFT  0.99993681   -1 16 42.5
 AA3830;UTM  16      - 4,698,945.321   562,068.508   MT  0.99964740   +0 30 33.5
 AA3830
 AA3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3830!SPC MI S     -   0.99997420  x   0.99993681  =   0.99991101
 AA3830!UTM  16      -   0.99997420  x   0.99964740  =   0.99962160
 AA3830
 AA3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6206898945(NAD 83)
 AA3830
 AA3830                          SUPERSEDED SURVEY CONTROL
 AA3830
 AA3830  NAD 83(2007)-  42 26 25.25374(N)    086 14 43.13951(W) AD(2002.00) 0
 AA3830  ELLIP H (02/10/07)  164.565  (m)                       GP(2002.00)    
 AA3830  ELLIP H (07/17/02)  164.574  (m)                       GP(       ) 4 1
 AA3830  NAD 83(1994)-  42 26 25.25356(N)    086 14 43.14005(W) AD(       ) 1
 AA3830  ELLIP H (02/03/97)  164.592  (m)                       GP(       ) 4 1
 AA3830  NAD 83(1991)-  42 26 25.25458(N)    086 14 43.15098(W) AD(       ) 1
 AA3830
 AA3830.Superseded values are not recommended for survey control.
 AA3830
 AA3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3830.See file dsdata.pdf to determine how the superseded data were derived.
 AA3830
 AA3830_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3830_STAMPING: 03204 1993
 AA3830_MARK LOGO: MIDT
 AA3830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3830+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3830
 AA3830  HISTORY     - Date     Condition        Report By
 AA3830  HISTORY     - 1993     MONUMENTED       MIDT
 AA3830  HISTORY     - 20040701 GOOD             INDIV
 AA3830
 AA3830                          STATION DESCRIPTION
 AA3830
 AA3830'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3830'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3830'IN THE SOUTHEAST 1/4 OF SECTION 25, T-1-N, R-17-W, CASCO TOWNSHIP. IT
 AA3830'IS ABOUT 13.5 MILES SOUTHWEST FROM FENNVILLE, 6.0 MILES SOUTH FROM
 AA3830'GLENN, AND 3.0 MILES NORTH FROM SOUTH HAVEN. TO REACH FROM THE
 AA3830'INTERSECTION OF STATE HIGHWAY M-43 AND INTERSTATE HIGHWAY 196, ABOUT 1
 AA3830'MILE SOUTHEAST FROM SOUTH HAVEN, GO NORTH ALONG NORTHBOUND INTERSTATE
 AA3830'HIGHWAY 196 FOR 3.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AA3830'STATION IS 605 FEET SOUTH FROM CONCRETE HEADWALL, 71 FEET WEST FROM
 AA3830'EAST RIGHT-OF-WAY FENCE, 53.5 FEET NORTHWEST FROM 0.33 FOOT DIAMETER
 AA3830'CEDAR TREE 20.6 FEET EAST FROM THE EAST EDGE OF CONCRETE FOR NORTH
 AA3830'BOUND INTERSTATE HIGHWAY 196, 15.0 FEET NORTH FROM MILE POST 23 AND
 AA3830'3.0 FEET WEST FROM METAL WITNESS POST WITH SIGN.
 AA3830
 AA3830                          STATION RECOVERY (2004)
 AA3830
 AA3830'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3831 ***********************************************************************
 AA3831  DESIGNATION -  03205
 AA3831  PID         -  AA3831
 AA3831  STATE/COUNTY-  MI/ALLEGAN
 AA3831  COUNTRY     -  US
 AA3831  USGS QUAD   -  LACOTA (2017)
 AA3831
 AA3831                         *CURRENT SURVEY CONTROL
 AA3831  ______________________________________________________________________
 AA3831* NAD 83(2011) POSITION- 42 27 20.65402(N) 086 14 07.73474(W)   ADJUSTED
 AA3831* NAD 83(2011) ELLIP HT-   163.276 (meters)        (06/27/12)   ADJUSTED
 AA3831* NAD 83(2011) EPOCH   -  2010.00
 AA3831* NAVD 88 ORTHO HEIGHT -   196.7   (meters)      645.    (feet) GPS OBS
 AA3831  ______________________________________________________________________
 AA3831  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3831  GEOID HEIGHT    -         -33.20 (meters)                     GEOID93
 AA3831  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 AA3831  NAD 83(2011) X  -    309,442.991 (meters)                     COMP
 AA3831  NAD 83(2011) Y  - -4,702,927.917 (meters)                     COMP
 AA3831  NAD 83(2011) Z  -  4,283,198.600 (meters)                     COMP
 AA3831  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 AA3831
 AA3831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3831  Standards:
 AA3831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3831  -------------------------------------------------------------------
 AA3831  NETWORK    1.10   1.90           0.51   0.36   0.97      0.14176422
 AA3831  -------------------------------------------------------------------
 AA3831  Click here for local accuracies and other accuracy information.
 AA3831
 AA3831.The horizontal coordinates were established by GPS observations
 AA3831.and adjusted by the National Geodetic Survey in June 2012.
 AA3831
 AA3831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3831.been affixed to the stable North American tectonic plate. See 
 AA3831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3831
 AA3831.The horizontal coordinates are valid at the epoch date displayed above
 AA3831.which is a decimal equivalence of Year/Month/Day.
 AA3831
 AA3831.The orthometric height was determined by GPS observations and a
 AA3831.high-resolution geoid model.
 AA3831
 AA3831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3831.GEOID18 height accuracy estimate available here.
 AA3831
 AA3831.Click photographs - Photos may exist for this station.
 AA3831
 AA3831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3831
 AA3831.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3831
 AA3831.The ellipsoidal height was determined by GPS observations
 AA3831.and is referenced to NAD 83.
 AA3831
 AA3831. The following values were computed from the NAD 83(2011) position.
 AA3831
 AA3831;                    North         East     Units Scale Factor Converg.
 AA3831;SPC MI S     -   107,866.879 3,846,299.585   MT  0.99993478   -1 16 18.4
 AA3831;SPC MI S     -   353,893.96 12,619,093.13   iFT  0.99993478   -1 16 18.4
 AA3831;UTM  16      - 4,700,661.333   562,861.954   MT  0.99964862   +0 30 57.9
 AA3831
 AA3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3831!SPC MI S     -   0.99997439  x   0.99993478  =   0.99990918
 AA3831!UTM  16      -   0.99997439  x   0.99964862  =   0.99962302
 AA3831
 AA3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6286100661(NAD 83)
 AA3831
 AA3831                          SUPERSEDED SURVEY CONTROL
 AA3831
 AA3831  NAD 83(2007)-  42 27 20.65428(N)    086 14 07.73539(W) AD(2002.00) 0
 AA3831  ELLIP H (02/10/07)  163.301  (m)                       GP(2002.00)    
 AA3831  ELLIP H (07/17/02)  163.311  (m)                       GP(       ) 4 1
 AA3831  NAD 83(1994)-  42 27 20.65411(N)    086 14 07.73594(W) AD(       ) 1
 AA3831  ELLIP H (02/03/97)  163.329  (m)                       GP(       ) 4 1
 AA3831  NAD 83(1991)-  42 27 20.65514(N)    086 14 07.74688(W) AD(       ) 1
 AA3831
 AA3831.Superseded values are not recommended for survey control.
 AA3831
 AA3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3831.See file dsdata.pdf to determine how the superseded data were derived.
 AA3831
 AA3831_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3831_STAMPING: 03205 1993
 AA3831_MARK LOGO: MIDT
 AA3831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3831+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3831
 AA3831  HISTORY     - Date     Condition        Report By
 AA3831  HISTORY     - 1993     MONUMENTED       MIDT
 AA3831  HISTORY     - 20040701 GOOD             INDIV
 AA3831
 AA3831                          STATION DESCRIPTION
 AA3831
 AA3831'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3831'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3831'IN THE NORTHEAST 1/4 OF SECTION 19, T-1-N, R-17-W, CASCO TOWNSHIP.
 AA3831'ABOUT 14.0 MILES SOUTHWEST FROM FENNVILLE, 6 MILES SOUTH FROM GLENN,
 AA3831'4.5 MILES NORTHEAST FROM SOUTH HAVEN, AND ON HIGHWAY RIGHT-OF-WAY. TO
 AA3831'REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD
 AA3831'388 (PHOENIX ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH ALONG
 AA3831'INTERSTATE HIGHWAY 196 FOR 4.1 MILES TO THE STATION ON THE LEFT, IN
 AA3831'THE MEDIAN SOUTH OF THE BRIDGE OVER 71ST STREET, AS DESCRIBED. STATION
 AA3831'IS 46.4 FEET WEST FROM THE SOUTHWEST CORNER OF A CONCRETE BRIDGE RAIL
 AA3831'FOR THE NORTHBOUND OVERPASS FOR 71ST STREET, 35.0 FEET SOUTHEAST FROM
 AA3831'THE SOUTHEAST CORNER OF A CONCRETE BRIDGE RAIL FOR THE SOUTHBOUND
 AA3831'OVERPASS FOR 71ST STREET, 24.9 FEET SOUTHWEST FROM THE FACE OF THE
 AA3831'SOUTH CONCRETE RETAINING WALL, 16.6 FEET EAST FROM THE EAST EDGE OF
 AA3831'CONCRETE FOR SOUTHBOUND INTERSTATE 196, AND 3.0 FEET SOUTH FROM METAL
 AA3831'WITNESS POST WITH SIGN.
 AA3831
 AA3831                          STATION RECOVERY (2004)
 AA3831
 AA3831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3832 ***********************************************************************
 AA3832  DESIGNATION -  03206
 AA3832  PID         -  AA3832
 AA3832  STATE/COUNTY-  MI/ALLEGAN
 AA3832  COUNTRY     -  US
 AA3832  USGS QUAD   -  GLENN (2017)
 AA3832
 AA3832                         *CURRENT SURVEY CONTROL
 AA3832  ______________________________________________________________________
 AA3832* NAD 83(2011) POSITION- 42 30 28.75706(N) 086 13 04.19537(W)   ADJUSTED
 AA3832* NAD 83(2011) ELLIP HT-   176.177 (meters)        (06/27/12)   ADJUSTED
 AA3832* NAD 83(2011) EPOCH   -  2010.00
 AA3832* NAVD 88 ORTHO HEIGHT -   209.6   (meters)      688.    (feet) GPS OBS
 AA3832  ______________________________________________________________________
 AA3832  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3832  GEOID HEIGHT    -         -33.18 (meters)                     GEOID93
 AA3832  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 AA3832  NAD 83(2011) X  -    310,633.754 (meters)                     COMP
 AA3832  NAD 83(2011) Y  - -4,698,930.417 (meters)                     COMP
 AA3832  NAD 83(2011) Z  -  4,287,487.945 (meters)                     COMP
 AA3832  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 AA3832
 AA3832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3832  Standards:
 AA3832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3832  -------------------------------------------------------------------
 AA3832  NETWORK    1.09   1.88           0.50   0.37   0.96      0.11725156
 AA3832  -------------------------------------------------------------------
 AA3832  Click here for local accuracies and other accuracy information.
 AA3832
 AA3832.The horizontal coordinates were established by GPS observations
 AA3832.and adjusted by the National Geodetic Survey in June 2012.
 AA3832
 AA3832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3832.been affixed to the stable North American tectonic plate. See 
 AA3832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3832
 AA3832.The horizontal coordinates are valid at the epoch date displayed above
 AA3832.which is a decimal equivalence of Year/Month/Day.
 AA3832
 AA3832.The orthometric height was determined by GPS observations and a
 AA3832.high-resolution geoid model.
 AA3832
 AA3832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3832.GEOID18 height accuracy estimate available here.
 AA3832
 AA3832.Click photographs - Photos may exist for this station.
 AA3832
 AA3832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3832
 AA3832.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3832
 AA3832.The ellipsoidal height was determined by GPS observations
 AA3832.and is referenced to NAD 83.
 AA3832
 AA3832. The following values were computed from the NAD 83(2011) position.
 AA3832
 AA3832;                    North         East     Units Scale Factor Converg.
 AA3832;SPC MI S     -   113,637.172 3,847,878.555   MT  0.99992840   -1 15 35.2
 AA3832;SPC MI S     -   372,825.37 12,624,273.47   iFT  0.99992840   -1 15 35.2
 AA3832;UTM  16      - 4,706,476.445   564,259.712   MT  0.99965080   +0 31 42.7
 AA3832
 AA3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3832!SPC MI S     -   0.99997237  x   0.99992840  =   0.99990077
 AA3832!UTM  16      -   0.99997237  x   0.99965080  =   0.99962318
 AA3832
 AA3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6425906476(NAD 83)
 AA3832
 AA3832                          SUPERSEDED SURVEY CONTROL
 AA3832
 AA3832  NAD 83(2007)-  42 30 28.75731(N)    086 13 04.19603(W) AD(2002.00) 0
 AA3832  ELLIP H (02/10/07)  176.202  (m)                       GP(2002.00)    
 AA3832  ELLIP H (07/17/02)  176.209  (m)                       GP(       ) 4 1
 AA3832  NAD 83(1994)-  42 30 28.75719(N)    086 13 04.19661(W) AD(       ) 1
 AA3832  ELLIP H (02/03/97)  176.228  (m)                       GP(       ) 4 1
 AA3832  NAD 83(1991)-  42 30 28.75820(N)    086 13 04.20759(W) AD(       ) 1
 AA3832
 AA3832.Superseded values are not recommended for survey control.
 AA3832
 AA3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3832.See file dsdata.pdf to determine how the superseded data were derived.
 AA3832
 AA3832_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3832_STAMPING: 03206 1993
 AA3832_MARK LOGO: MIDT
 AA3832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3832+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3832
 AA3832  HISTORY     - Date     Condition        Report By
 AA3832  HISTORY     - 1993     MONUMENTED       MIDT
 AA3832  HISTORY     - 20010808 GOOD             NGS
 AA3832
 AA3832                          STATION DESCRIPTION
 AA3832
 AA3832'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3832'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3832'IN THE SOUTHEAST 1/4 OF SECTION 32, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3832'ABOUT 10 MILES NORTH FROM SOUTH HAVEN, 9 MILES SOUTHWEST FROM
 AA3832'FENNVILLE, 1 MILE SOUTHEAST FROM GLENN, AND ON HIGHWAY RIGHT-OF-WAY.
 AA3832'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY
 AA3832'ROAD 388 (PHOENIX ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH
 AA3832'ALONG INTERSTATE HIGHWAY 196 FOR 4.1 MILES TO THE BRIDGE OVER 71ST
 AA3832'STREET. CONTINUE NORTH ALONG INTERSTATE HIGHWAY 196 FOR 3.9 MILES TO
 AA3832'THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 82.3 FEET SOUTHWEST
 AA3832'FROM 0.67 FOOT DIAMETER ASH TREE, 69 FEET NORTHWEST FROM THE WEST JOG
 AA3832'IN RIGHT-OF-WAY FENCE, 60.4 FEET WEST FROM THE EAST RIGHT-OF-WAY
 AA3832'FENCE, 30.5 FEET EAST FROM THE EAST EDGE OF CONCRETE FOR NORTHBOUND
 AA3832'INTERSTATE HIGHWAY 196, 15.2 FEET SOUTH FROM MILE POST 28, AND 3.0
 AA3832'FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3832
 AA3832                          STATION RECOVERY (2001)
 AA3832
 AA3832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3833 ***********************************************************************
 AA3833  DESIGNATION -  03207
 AA3833  PID         -  AA3833
 AA3833  STATE/COUNTY-  MI/ALLEGAN
 AA3833  COUNTRY     -  US
 AA3833  USGS QUAD   -  GLENN (2017)
 AA3833
 AA3833                         *CURRENT SURVEY CONTROL
 AA3833  ______________________________________________________________________
 AA3833* NAD 83(2011) POSITION- 42 31 22.03166(N) 086 13 07.40417(W)   ADJUSTED
 AA3833* NAD 83(2011) ELLIP HT-   167.557 (meters)        (06/27/12)   ADJUSTED
 AA3833* NAD 83(2011) EPOCH   -  2010.00
 AA3833* NAVD 88 ORTHO HEIGHT -   201.0   (meters)      659.    (feet) GPS OBS
 AA3833  ______________________________________________________________________
 AA3833  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3833  GEOID HEIGHT    -         -33.19 (meters)                     GEOID93
 AA3833  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 AA3833  NAD 83(2011) X  -    310,486.971 (meters)                     COMP
 AA3833  NAD 83(2011) Y  - -4,697,820.392 (meters)                     COMP
 AA3833  NAD 83(2011) Z  -  4,288,693.840 (meters)                     COMP
 AA3833  LAPLACE CORR    -          3.23  (seconds)                    DEFLEC18
 AA3833
 AA3833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3833  Standards:
 AA3833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3833  -------------------------------------------------------------------
 AA3833  NETWORK    1.09   1.86           0.50   0.37   0.95      0.05604402
 AA3833  -------------------------------------------------------------------
 AA3833  Click here for local accuracies and other accuracy information.
 AA3833
 AA3833.The horizontal coordinates were established by GPS observations
 AA3833.and adjusted by the National Geodetic Survey in June 2012.
 AA3833
 AA3833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3833.been affixed to the stable North American tectonic plate. See 
 AA3833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3833
 AA3833.The horizontal coordinates are valid at the epoch date displayed above
 AA3833.which is a decimal equivalence of Year/Month/Day.
 AA3833
 AA3833.The orthometric height was determined by GPS observations and a
 AA3833.high-resolution geoid model.
 AA3833
 AA3833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3833.GEOID18 height accuracy estimate available here.
 AA3833
 AA3833.Click photographs - Photos may exist for this station.
 AA3833
 AA3833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3833
 AA3833.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3833
 AA3833.The ellipsoidal height was determined by GPS observations
 AA3833.and is referenced to NAD 83.
 AA3833
 AA3833. The following values were computed from the NAD 83(2011) position.
 AA3833
 AA3833;                    North         East     Units Scale Factor Converg.
 AA3833;SPC MI S     -   115,282.133 3,847,841.477   MT  0.99992675   -1 15 37.4
 AA3833;SPC MI S     -   378,222.22 12,624,151.83   iFT  0.99992675   -1 15 37.4
 AA3833;UTM  16      - 4,708,118.992   564,171.340   MT  0.99965066   +0 31 41.1
 AA3833
 AA3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3833!SPC MI S     -   0.99997372  x   0.99992675  =   0.99990047
 AA3833!UTM  16      -   0.99997372  x   0.99965066  =   0.99962439
 AA3833
 AA3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6417108118(NAD 83)
 AA3833
 AA3833                          SUPERSEDED SURVEY CONTROL
 AA3833
 AA3833  NAD 83(2007)-  42 31 22.03190(N)    086 13 07.40483(W) AD(2002.00) 0
 AA3833  ELLIP H (02/10/07)  167.582  (m)                       GP(2002.00)    
 AA3833  ELLIP H (07/17/02)  167.589  (m)                       GP(       ) 4 1
 AA3833  NAD 83(1994)-  42 31 22.03182(N)    086 13 07.40544(W) AD(       ) 1
 AA3833  ELLIP H (02/03/97)  167.608  (m)                       GP(       ) 4 1
 AA3833  NAD 83(1991)-  42 31 22.03281(N)    086 13 07.41645(W) AD(       ) 1
 AA3833
 AA3833.Superseded values are not recommended for survey control.
 AA3833
 AA3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3833.See file dsdata.pdf to determine how the superseded data were derived.
 AA3833
 AA3833_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3833_STAMPING: 03207 1993
 AA3833_MARK LOGO: MIDT
 AA3833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3833+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3833
 AA3833  HISTORY     - Date     Condition        Report By
 AA3833  HISTORY     - 1993     MONUMENTED       MIDT
 AA3833  HISTORY     - 20010808 GOOD             NGS
 AA3833
 AA3833                          STATION DESCRIPTION
 AA3833
 AA3833'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3833'STATION IS LOCATED ON QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3833'IN THE SOUTHWEST 1/4 OF SECTION 29, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3833'ABOUT 11 MILES NORTH FROM SOUTH HAVEN, 8 MILES SOUTHWEST FROM
 AA3833'FENNVILLE, AND 0.5 MILE NORTHEAST FROM GLENN. TO REACH FROM THE
 AA3833'INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD 388 (PHOENIX
 AA3833'ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH ALONG INTERSTATE
 AA3833'HIGHWAY 196 FOR 4.1 MILES TO THE BRIDGE OVER 71ST STREET. CONTINUE
 AA3833'NORTH ALONG INTERSTATE HIGHWAY 196 FOR 4.9 MILES TO THE STATION ON THE
 AA3833'LEFT AS DESCRIBED. STATION IS 116 FEET SOUTH FROM THE CENTER OF A
 AA3833'CONCRETE HEADWALL, 73 FEET EAST FROM THE WEST RIGHT-OF-WAY FENCE, 37.5
 AA3833'FEET NORTHEAST FROM A CONCRETE CULVERT END SECTION, 17.6 FEET WEST
 AA3833'FROM THE WEST EDGE OF CONCRETE FOR SOUTHBOUND INTERSTATE HIGHWAY 196
 AA3833'AND 3.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN.
 AA3833
 AA3833                          STATION RECOVERY (2001)
 AA3833
 AA3833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3833'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3834 ***********************************************************************
 AA3834  DESIGNATION -  03208
 AA3834  PID         -  AA3834
 AA3834  STATE/COUNTY-  MI/ALLEGAN
 AA3834  COUNTRY     -  US
 AA3834  USGS QUAD   -  GLENN (2017)
 AA3834
 AA3834                         *CURRENT SURVEY CONTROL
 AA3834  ______________________________________________________________________
 AA3834* NAD 83(2011) POSITION- 42 35 13.60954(N) 086 12 55.57025(W)   ADJUSTED
 AA3834* NAD 83(2011) ELLIP HT-   163.302 (meters)        (06/27/12)   ADJUSTED
 AA3834* NAD 83(2011) EPOCH   -  2010.00
 AA3834* NAVD 88 ORTHO HEIGHT -   196.8   (meters)      646.    (feet) GPS OBS
 AA3834  ______________________________________________________________________
 AA3834  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3834  GEOID HEIGHT    -         -33.20 (meters)                     GEOID93
 AA3834  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 AA3834  NAD 83(2011) X  -    310,437.303 (meters)                     COMP
 AA3834  NAD 83(2011) Y  - -4,692,977.224 (meters)                     COMP
 AA3834  NAD 83(2011) Z  -  4,293,954.848 (meters)                     COMP
 AA3834  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 AA3834
 AA3834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3834  Standards:
 AA3834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3834  -------------------------------------------------------------------
 AA3834  NETWORK    1.08   1.92           0.49   0.38   0.98      0.09737110
 AA3834  -------------------------------------------------------------------
 AA3834  Click here for local accuracies and other accuracy information.
 AA3834
 AA3834.The horizontal coordinates were established by GPS observations
 AA3834.and adjusted by the National Geodetic Survey in June 2012.
 AA3834
 AA3834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3834.been affixed to the stable North American tectonic plate. See 
 AA3834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3834
 AA3834.The horizontal coordinates are valid at the epoch date displayed above
 AA3834.which is a decimal equivalence of Year/Month/Day.
 AA3834
 AA3834.The orthometric height was determined by GPS observations and a
 AA3834.high-resolution geoid model.
 AA3834
 AA3834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3834.GEOID18 height accuracy estimate available here.
 AA3834
 AA3834.Click photographs - Photos may exist for this station.
 AA3834
 AA3834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3834
 AA3834.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3834
 AA3834.The ellipsoidal height was determined by GPS observations
 AA3834.and is referenced to NAD 83.
 AA3834
 AA3834. The following values were computed from the NAD 83(2011) position.
 AA3834
 AA3834;                    North         East     Units Scale Factor Converg.
 AA3834;SPC MI S     -   122,419.653 3,848,268.385   MT  0.99992032   -1 15 29.3
 AA3834;SPC MI S     -   401,639.28 12,625,552.44   iFT  0.99992032   -1 15 29.3
 AA3834;UTM  16      - 4,715,264.412   564,375.188   MT  0.99965099   +0 31 51.4
 AA3834
 AA3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3834!SPC MI S     -   0.99997439  x   0.99992032  =   0.99989471
 AA3834!UTM  16      -   0.99997439  x   0.99965099  =   0.99962539
 AA3834
 AA3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6437515264(NAD 83)
 AA3834
 AA3834                          SUPERSEDED SURVEY CONTROL
 AA3834
 AA3834  NAD 83(2007)-  42 35 13.60975(N)    086 12 55.57093(W) AD(2002.00) 0
 AA3834  ELLIP H (02/10/07)  163.326  (m)                       GP(2002.00)    
 AA3834  ELLIP H (07/17/02)  163.333  (m)                       GP(       ) 4 1
 AA3834  NAD 83(1994)-  42 35 13.60975(N)    086 12 55.57160(W) AD(       ) 1
 AA3834  ELLIP H (02/03/97)  163.351  (m)                       GP(       ) 4 1
 AA3834  NAD 83(1991)-  42 35 13.61071(N)    086 12 55.58271(W) AD(       ) 1
 AA3834
 AA3834.Superseded values are not recommended for survey control.
 AA3834
 AA3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3834.See file dsdata.pdf to determine how the superseded data were derived.
 AA3834
 AA3834_STAMPING: 03208 1993
 AA3834_MARK LOGO: MIDT
 AA3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3834+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3834
 AA3834  HISTORY     - Date     Condition        Report By
 AA3834  HISTORY     - 1993     MONUMENTED       MIDT
 AA3834  HISTORY     - 20010808 MARK NOT FOUND   NGS
 AA3834  HISTORY     - 20120522 MARK NOT FOUND   MIDT
 AA3834
 AA3834                          STATION DESCRIPTION
 AA3834
 AA3834'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3834'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3834'IN THE NORTHEAST 1/4 OF SECTION 5, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3834'ABOUT 6 MILES WEST FROM FENNVILLE, 4.5 MILES NORTH FROM GLENN, 4 MILES
 AA3834'SOUTH FROM DOUGLAS, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE
 AA3834'INTERSECTION OF STATE HIGHWAY M-89 AND INTERSTATE HIGHWAY 196, ABOUT
 AA3834'3.5 MILES SOUTH OF DOUGLAS, GO SOUTH ALONG SOUTHBOUND INTERSTATE
 AA3834'HIGHWAY 196 FOR 0.4 MILE TO THE STATION ON THE LEFT ON THE OPPOSITE
 AA3834'SIDE OF DIVIDED HIGHWAY AS DESCRIBED. STATION IS 257.5 FEET SOUTH FROM
 AA3834'BEGINNING OF CONCRETE TAPER FOR NORTHBOUND INTERSTATE HIGHWAY 196 EXIT
 AA3834'RAMP, 73.5 FEET WEST FROM EAST RIGHT-OF-WAY FENCE, 17.4 FEET EAST FROM
 AA3834'EAST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE HIGHWAY 196, 15.4 FEET
 AA3834'WEST FROM WEST LEG OF EXIT 34 (M-89, FENNVILLE) SIGN, AND 3 FEET WEST
 AA3834'FROM A METAL WITNESS POST WITH SIGN.
 AA3834
 AA3834                          STATION RECOVERY (2001)
 AA3834
 AA3834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3834'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA3834
 AA3834                          STATION RECOVERY (2012)
 AA3834
 AA3834'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3834'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3835 ***********************************************************************
 AA3835  DESIGNATION -  03209
 AA3835  PID         -  AA3835
 AA3835  STATE/COUNTY-  MI/ALLEGAN
 AA3835  COUNTRY     -  US
 AA3835  USGS QUAD   -  GLENN (2017)
 AA3835
 AA3835                         *CURRENT SURVEY CONTROL
 AA3835  ______________________________________________________________________
 AA3835* NAD 83(2011) POSITION- 42 36 07.98123(N) 086 13 04.71949(W)   ADJUSTED
 AA3835* NAD 83(2011) ELLIP HT-   166.922 (meters)        (06/27/12)   ADJUSTED
 AA3835* NAD 83(2011) EPOCH   -  2010.00
 AA3835* NAVD 88 ORTHO HEIGHT -   200.4   (meters)      657.    (feet) GPS OBS
 AA3835  ______________________________________________________________________
 AA3835  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3835  GEOID HEIGHT    -         -33.21 (meters)                     GEOID93
 AA3835  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 AA3835  NAD 83(2011) X  -    310,154.412 (meters)                     COMP
 AA3835  NAD 83(2011) Y  - -4,691,860.583 (meters)                     COMP
 AA3835  NAD 83(2011) Z  -  4,295,192.417 (meters)                     COMP
 AA3835  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 AA3835
 AA3835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3835  Standards:
 AA3835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3835  -------------------------------------------------------------------
 AA3835  NETWORK    0.99   1.72           0.45   0.35   0.88      0.02468962
 AA3835  -------------------------------------------------------------------
 AA3835  Click here for local accuracies and other accuracy information.
 AA3835
 AA3835.The horizontal coordinates were established by GPS observations
 AA3835.and adjusted by the National Geodetic Survey in June 2012.
 AA3835
 AA3835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3835.been affixed to the stable North American tectonic plate. See 
 AA3835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3835
 AA3835.The horizontal coordinates are valid at the epoch date displayed above
 AA3835.which is a decimal equivalence of Year/Month/Day.
 AA3835
 AA3835.The orthometric height was determined by GPS observations and a
 AA3835.high-resolution geoid model.
 AA3835
 AA3835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3835.GEOID18 height accuracy estimate available here.
 AA3835
 AA3835.Click photographs - Photos may exist for this station.
 AA3835
 AA3835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3835
 AA3835.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3835
 AA3835.The ellipsoidal height was determined by GPS observations
 AA3835.and is referenced to NAD 83.
 AA3835
 AA3835. The following values were computed from the NAD 83(2011) position.
 AA3835
 AA3835;                    North         East     Units Scale Factor Converg.
 AA3835;SPC MI S     -   124,101.438 3,848,096.722   MT  0.99991900   -1 15 35.5
 AA3835;SPC MI S     -   407,156.95 12,624,989.25   iFT  0.99991900   -1 15 35.5
 AA3835;UTM  16      - 4,716,939.567   564,151.161   MT  0.99965063   +0 31 45.7
 AA3835
 AA3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3835!SPC MI S     -   0.99997382  x   0.99991900  =   0.99989282
 AA3835!UTM  16      -   0.99997382  x   0.99965063  =   0.99962446
 AA3835
 AA3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6415116939(NAD 83)
 AA3835
 AA3835                          SUPERSEDED SURVEY CONTROL
 AA3835
 AA3835  NAD 83(2007)-  42 36 07.98144(N)    086 13 04.72018(W) AD(2002.00) 0
 AA3835  ELLIP H (02/10/07)  166.946  (m)                       GP(2002.00)    
 AA3835  ELLIP H (07/17/02)  166.952  (m)                       GP(       ) 4 1
 AA3835  NAD 83(1994)-  42 36 07.98147(N)    086 13 04.72087(W) AD(       ) 1
 AA3835  ELLIP H (02/03/97)  166.971  (m)                       GP(       ) 4 1
 AA3835  NAD 83(1991)-  42 36 07.98241(N)    086 13 04.73201(W) AD(       ) 1
 AA3835
 AA3835.Superseded values are not recommended for survey control.
 AA3835
 AA3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3835.See file dsdata.pdf to determine how the superseded data were derived.
 AA3835
 AA3835_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3835_STAMPING: 03209 1993
 AA3835_MARK LOGO: MIDT
 AA3835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3835+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3835
 AA3835  HISTORY     - Date     Condition        Report By
 AA3835  HISTORY     - 1993     MONUMENTED       MIDT
 AA3835  HISTORY     - 20010808 GOOD             NGS
 AA3835
 AA3835                          STATION DESCRIPTION
 AA3835
 AA3835'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3835'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3835'IN THE NORTHEAST 1/4 OF SECTION 32, T-3-N, R-16-W, SAUGATUCK TOWNSHIP.
 AA3835'ABOUT 6.5 MILES NORTH FROM GLENN, 6 MILES NORTHWEST FROM FENNVILLE,
 AA3835'2.5 MILES SOUTH FROM DOUGLAS, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH
 AA3835'FROM THE INTERSECTION OF STATE HIGHWAY M-89 AND INTERSTATE HIGHWAY
 AA3835'196, ABOUT 3.5 MILES SOUTH OF DOUGLAS, GO NORTH ALONG INTERSTATE
 AA3835'HIGHWAY 196 FOR 0.6 MILE TO THE STATION IN THE MEDIAN ON THE LEFT AND
 AA3835'ON THE NORTH SIDE OF A MEDIAN CROSSOVER AS DESCRIBED. STATION IS 46
 AA3835'FEET EAST FROM EAST EDGE OF CONCRETE FOR SOUTH BOUND INTERSTATE
 AA3835'HIGHWAY 196, 28 FEET NORTH FROM THE CENTER OF GRAVEL MEDIAN CROSSOVER,
 AA3835'24.9 FEET WEST FROM WEST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE
 AA3835'HIGHWAY 196, 19.9 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AA3835'CONCRETE CULVERT END SECTION AND 3.0 FEET EAST FROM A METAL WITNESS
 AA3835'POST WITH SIGN.
 AA3835
 AA3835                          STATION RECOVERY (2001)
 AA3835
 AA3835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3836 ***********************************************************************
 AA3836  DESIGNATION -  03210
 AA3836  PID         -  AA3836
 AA3836  STATE/COUNTY-  MI/ALLEGAN
 AA3836  COUNTRY     -  US
 AA3836  USGS QUAD   -  SAUGATUCK (2017)
 AA3836
 AA3836                         *CURRENT SURVEY CONTROL
 AA3836  ______________________________________________________________________
 AA3836* NAD 83(2011) POSITION- 42 40 26.30290(N) 086 10 10.18396(W)   ADJUSTED
 AA3836* NAD 83(2011) ELLIP HT-   164.233 (meters)        (06/27/12)   ADJUSTED
 AA3836* NAD 83(2011) EPOCH   -  2010.00
 AA3836* NAVD 88 ORTHO HEIGHT -   197.7   (meters)      649.    (feet) GPS OBS
 AA3836  ______________________________________________________________________
 AA3836  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3836  GEOID HEIGHT    -         -33.18 (meters)                     GEOID93
 AA3836  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 AA3836  NAD 83(2011) X  -    313,763.578 (meters)                     COMP
 AA3836  NAD 83(2011) Y  - -4,686,207.084 (meters)                     COMP
 AA3836  NAD 83(2011) Z  -  4,301,054.638 (meters)                     COMP
 AA3836  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 AA3836
 AA3836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3836  Standards:
 AA3836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3836  -------------------------------------------------------------------
 AA3836  NETWORK    0.84   1.53           0.38   0.30   0.78      0.00245290
 AA3836  -------------------------------------------------------------------
 AA3836  Click here for local accuracies and other accuracy information.
 AA3836
 AA3836.The horizontal coordinates were established by GPS observations
 AA3836.and adjusted by the National Geodetic Survey in June 2012.
 AA3836
 AA3836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3836.been affixed to the stable North American tectonic plate. See 
 AA3836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3836
 AA3836.The horizontal coordinates are valid at the epoch date displayed above
 AA3836.which is a decimal equivalence of Year/Month/Day.
 AA3836
 AA3836.The orthometric height was determined by GPS observations and a
 AA3836.high-resolution geoid model.
 AA3836
 AA3836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3836.GEOID18 height accuracy estimate available here.
 AA3836
 AA3836.Click photographs - Photos may exist for this station.
 AA3836
 AA3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3836
 AA3836.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3836
 AA3836.The ellipsoidal height was determined by GPS observations
 AA3836.and is referenced to NAD 83.
 AA3836
 AA3836. The following values were computed from the NAD 83(2011) position.
 AA3836
 AA3836;                    North         East     Units Scale Factor Converg.
 AA3836;SPC MI S     -   131,983.682 3,852,244.803   MT  0.99991363   -1 13 36.8
 AA3836;SPC MI S     -   433,017.33 12,638,598.44   iFT  0.99991363   -1 13 36.8
 AA3836;UTM  16      - 4,724,945.402   568,050.048   MT  0.99965697   +0 33 46.7
 AA3836
 AA3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3836!SPC MI S     -   0.99997424  x   0.99991363  =   0.99988788
 AA3836!UTM  16      -   0.99997424  x   0.99965697  =   0.99963122
 AA3836
 AA3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6805024945(NAD 83)
 AA3836
 AA3836                          SUPERSEDED SURVEY CONTROL
 AA3836
 AA3836  NAD 83(2007)-  42 40 26.30309(N)    086 10 10.18466(W) AD(2002.00) 0
 AA3836  ELLIP H (02/10/07)  164.256  (m)                       GP(2002.00)    
 AA3836  ELLIP H (07/17/02)  164.261  (m)                       GP(       ) 4 1
 AA3836  NAD 83(1994)-  42 40 26.30320(N)    086 10 10.18545(W) AD(       ) 1
 AA3836  ELLIP H (02/03/97)  164.279  (m)                       GP(       ) 4 1
 AA3836  NAD 83(1991)-  42 40 26.30414(N)    086 10 10.19665(W) AD(       ) 1
 AA3836
 AA3836.Superseded values are not recommended for survey control.
 AA3836
 AA3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3836.See file dsdata.pdf to determine how the superseded data were derived.
 AA3836
 AA3836_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3836_STAMPING: 03210 1993
 AA3836_MARK LOGO: MIDT
 AA3836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3836+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2009
 AA3836
 AA3836  HISTORY     - Date     Condition        Report By
 AA3836  HISTORY     - 1993     MONUMENTED       MIDT
 AA3836  HISTORY     - 20010808 GOOD             NGS
 AA3836  HISTORY     - 20090801 GOOD             GEODES
 AA3836
 AA3836                          STATION DESCRIPTION
 AA3836
 AA3836'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3836'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3836'IS IN THE NORTHWEST 1/4 OF SECTION 2, T-3-N, R-16-W, SAUGATUCK
 AA3836'TOWNSHIP. ABOUT 7 MILES NORTHWEST FROM FENNVILLE, 7.0 MILES SOUTHWEST
 AA3836'FROM HOLLAND, 3.0 MILES NORTHEAST FROM SAUGATUCK, AND ON HIGHWAY
 AA3836'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY
 AA3836'31 AND STATE HIGHWAY M-40 IN HOLLAND, GO SOUTH ALONG UNITED STATES
 AA3836'HIGHWAY 31 FOR 3.8 MILES TO THE JUNCTION OF UNITED STATES HIGHWAY 31
 AA3836'AND SOUTHBOUND INTERSTATE HIGHWAY 196. CONTINUE SOUTH ALONG SOUTHBOUND
 AA3836'INTERSTATE HIGHWAY 196 FOR 3.9 MILES TO THE STATION ON THE LEFT ON THE
 AA3836'OPPOSITE SIDE OF DIVIDED HIGHWAY, AS DESCRIBED. STATION IS 479 FEET
 AA3836'NORTH FROM 39 INCH RED OAK TREE 240 FEET SOUTHWEST FROM THE WEST EDGE
 AA3836'OF BILL BOARD, 74 FEET WEST FROM EAST RIGHT-OF-WAY FENCE, 17.0 FEET
 AA3836'EAST FROM EAST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE 196, AND 3.0
 AA3836'FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3836
 AA3836                          STATION RECOVERY (2001)
 AA3836
 AA3836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA3836
 AA3836                          STATION RECOVERY (2009)
 AA3836
 AA3836'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2009 (GMB)
 AA3836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3837 ***********************************************************************
 AA3837  DESIGNATION -  03211
 AA3837  PID         -  AA3837
 AA3837  STATE/COUNTY-  MI/ALLEGAN
 AA3837  COUNTRY     -  US
 AA3837  USGS QUAD   -  SAUGATUCK (2017)
 AA3837
 AA3837                         *CURRENT SURVEY CONTROL
 AA3837  ______________________________________________________________________
 AA3837* NAD 83(2011) POSITION- 42 41 27.25878(N) 086 10 13.33885(W)   ADJUSTED
 AA3837* NAD 83(2011) ELLIP HT-   177.128 (meters)        (06/27/12)   ADJUSTED
 AA3837* NAD 83(2011) EPOCH   -  2010.00
 AA3837* NAVD 88 ORTHO HEIGHT -   210.6   (meters)      691.    (feet) GPS OBS
 AA3837  ______________________________________________________________________
 AA3837  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3837  GEOID HEIGHT    -         -33.18 (meters)                     GEOID93
 AA3837  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 AA3837  NAD 83(2011) X  -    313,607.365 (meters)                     COMP
 AA3837  NAD 83(2011) Y  - -4,684,949.002 (meters)                     COMP
 AA3837  NAD 83(2011) Z  -  4,302,446.137 (meters)                     COMP
 AA3837  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 AA3837
 AA3837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3837  Standards:
 AA3837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3837  -------------------------------------------------------------------
 AA3837  NETWORK    0.84   1.51           0.38   0.30   0.77      0.01739930
 AA3837  -------------------------------------------------------------------
 AA3837  Click here for local accuracies and other accuracy information.
 AA3837
 AA3837.The horizontal coordinates were established by GPS observations
 AA3837.and adjusted by the National Geodetic Survey in June 2012.
 AA3837
 AA3837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3837.been affixed to the stable North American tectonic plate. See 
 AA3837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3837
 AA3837.The horizontal coordinates are valid at the epoch date displayed above
 AA3837.which is a decimal equivalence of Year/Month/Day.
 AA3837
 AA3837.The orthometric height was determined by GPS observations and a
 AA3837.high-resolution geoid model.
 AA3837
 AA3837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3837.GEOID18 height accuracy estimate available here.
 AA3837
 AA3837.Click photographs - Photos may exist for this station.
 AA3837
 AA3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3837
 AA3837.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3837
 AA3837.The ellipsoidal height was determined by GPS observations
 AA3837.and is referenced to NAD 83.
 AA3837
 AA3837. The following values were computed from the NAD 83(2011) position.
 AA3837
 AA3837;                    North         East     Units Scale Factor Converg.
 AA3837;SPC MI S     -   133,865.564 3,852,213.280   MT  0.99991259   -1 13 38.9
 AA3837;SPC MI S     -   439,191.48 12,638,495.01   iFT  0.99991259   -1 13 38.9
 AA3837;UTM  16      - 4,726,824.899   567,959.782   MT  0.99965682   +0 33 45.2
 AA3837
 AA3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3837!SPC MI S     -   0.99997222  x   0.99991259  =   0.99988481
 AA3837!UTM  16      -   0.99997222  x   0.99965682  =   0.99962905
 AA3837
 AA3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6795926824(NAD 83)
 AA3837
 AA3837                          SUPERSEDED SURVEY CONTROL
 AA3837
 AA3837  NAD 83(2007)-  42 41 27.25897(N)    086 10 13.33955(W) AD(2002.00) 0
 AA3837  ELLIP H (02/10/07)  177.151  (m)                       GP(2002.00)    
 AA3837  ELLIP H (07/17/02)  177.155  (m)                       GP(       ) 4 1
 AA3837  NAD 83(1994)-  42 41 27.25908(N)    086 10 13.34035(W) AD(       ) 1
 AA3837  ELLIP H (02/03/97)  177.174  (m)                       GP(       ) 4 1
 AA3837  NAD 83(1991)-  42 41 27.26002(N)    086 10 13.35156(W) AD(       ) 1
 AA3837
 AA3837.Superseded values are not recommended for survey control.
 AA3837
 AA3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3837.See file dsdata.pdf to determine how the superseded data were derived.
 AA3837
 AA3837_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3837_STAMPING: 03211 1993
 AA3837_MARK LOGO: MIDT
 AA3837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3837+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2009
 AA3837
 AA3837  HISTORY     - Date     Condition        Report By
 AA3837  HISTORY     - 1993     MONUMENTED       MIDT
 AA3837  HISTORY     - 20010808 GOOD             NGS
 AA3837  HISTORY     - 20090801 GOOD             GEODES
 AA3837
 AA3837                          STATION DESCRIPTION
 AA3837
 AA3837'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3837'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3837'IS IN THE NORTHWEST 1/4 OF SECTION 35, T-4-N, R-16-W, LAKETOWN
 AA3837'TOWNSHIP. ABOUT 6.5 MILES SOUTHWEST FROM HOLLAND, 5.0 MILES NORTHWEST
 AA3837'FROM NEW RICHMOND, 3.0 MILES NORTHEAST FROM SAUGATUCK, AND ON HIGHWAY
 AA3837'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY
 AA3837'31 AND STATE HIGHWAY M-40 IN HOLLAND, GO SOUTH ALONG UNITED STATES
 AA3837'HIGHWAY 31 FOR 3.8 MILES TO THE JUNCTION OF UNITED STATES HIGHWAY 31
 AA3837'AND SOUTHBOUND INTERSTATE 196. CONTINUE SOUTH ALONG SOUTHBOUND
 AA3837'INTERSTATE 196 FOR 2.7 MILES TO THE STATION IN THE MEDIAN ON THE LEFT,
 AA3837'SOUTH OF A MEDIAN CROSSOVER, AS DESCRIBED. STATION IS 84.5 FEET SOUTH
 AA3837'FROM THE SOUTHEAST CORNER OF A CONCRETE CULVERT END SECTION, 49.5 FEET
 AA3837'WEST FROM THE WEST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE 196, 35
 AA3837'FEET SOUTH FROM THE CENTER OF A GRAVEL MEDIAN CROSSOVER, 21.4 FEET
 AA3837'EAST FROM THE EAST EDGE OF CONCRETE FOR SOUTHBOUND INTERSTATE 196, AND
 AA3837'3.0 FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3837
 AA3837                          STATION RECOVERY (2001)
 AA3837
 AA3837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA3837
 AA3837                          STATION RECOVERY (2009)
 AA3837
 AA3837'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2009 (GMB)
 AA3837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5103 ***********************************************************************
 DL5103  DESIGNATION -  03600
 DL5103  PID         -  DL5103
 DL5103  STATE/COUNTY-  MI/ALLEGAN
 DL5103  COUNTRY     -  US
 DL5103  USGS QUAD   -  CUTLERVILLE (2017)
 DL5103
 DL5103                         *CURRENT SURVEY CONTROL
 DL5103  ______________________________________________________________________
 DL5103* NAD 83(1986) POSITION- 42 45 14.10   (N) 085 40 54.58   (W)   HD_HELD1
 DL5103* NAVD 88 ORTHO HEIGHT -   236.280 (meters)      775.20  (feet) ADJUSTED
 DL5103  ______________________________________________________________________
 DL5103  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 DL5103  DYNAMIC HEIGHT  -        236.215 (meters)      774.98  (feet) COMP
 DL5103  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 DL5103
 DL5103  VERT ORDER      -  FIRST     CLASS II
 DL5103
 DL5103.The horizontal coordinates were determined by differentially corrected
 DL5103.hand held GPS observations or other comparable positioning techniques
 DL5103.and have an estimated accuracy of +/- 3 meters.
 DL5103
 DL5103.The orthometric height was determined by differential leveling and
 DL5103.adjusted by the NATIONAL GEODETIC SURVEY
 DL5103.in October 2009.
 DL5103
 DL5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5103.GEOID18 height accuracy estimate available here.
 DL5103
 DL5103.Click photographs - Photos may exist for this station.
 DL5103
 DL5103.The dynamic height is computed by dividing the NAVD 88
 DL5103.geopotential number by the normal gravity value computed on the
 DL5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5103.degrees latitude (g = 980.6199 gals.).
 DL5103
 DL5103.The modeled gravity was interpolated from observed gravity values.
 DL5103
 DL5103;                    North         East    Units  Estimated Accuracy
 DL5103;SPC MI S     -   140,122.4   3,892,347.6     MT  (+/- 3 meters HH1 GPS) 
 DL5103
 DL5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0787034330(NAD 83)
 DL5103
 DL5103                          SUPERSEDED SURVEY CONTROL
 DL5103
 DL5103.No superseded survey control is available for this station.
 DL5103
 DL5103_MARKER: DD = SURVEY DISK
 DL5103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5103_STAMPING: 03600 2008
 DL5103_MARK LOGO: MIDT
 DL5103_PROJECTION: FLUSH
 DL5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5103+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2025
 DL5103
 DL5103  HISTORY     - Date     Condition        Report By
 DL5103  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5103  HISTORY     - 20250910 GOOD             MIDT
 DL5103
 DL5103                          STATION DESCRIPTION
 DL5103
 DL5103'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5103'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5103'146TH AVENUE WITH 14TH STREET ABOUT 1.5 MI (2.4 KM) NORTHWEST OF
 DL5103'MOLINE, MICHIGAN.
 DL5103'
 DL5103'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5103'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5103'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5103'
 DL5103'THE STATION IS 0.4 MI (0.6 KM) WEST OF US HIGHWAY 131, 300 FT (91.4 M)
 DL5103'EAST OF 146TH AVENUE, 300 FT (91.4 M) WEST OF DRIVEWAY OPENING '1379
 DL5103'146TH AVENUE', 10 FT (3.0 M) SOUTH OF THE EDGE OF GRAVEL OF 146TH
 DL5103'AVENUE, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5103
 DL5103                          STATION RECOVERY (2025)
 DL5103
 DL5103'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (JGB)
 DL5103'CORRECTIONS TO THE PREVIOUS DESCRIPTION.  THE MARK IS LOCATED IN THE
 DL5103'SOUTHEAST QUADRANT OF THE JUNCTION OF 146TH AVENUE WITH 14TH STREET.
 DL5103'
 DL5103'THE STATION IS 300 FT (91.4 M) EAST OF 14TH STREET, 220 FT (67.1 M)
 DL5103'WEST OF DRIVEWAY OPENING 1379 146TH AVENUE AND 0.7 FT (21 CM) NORTH OF
 DL5103'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5104 ***********************************************************************
 DL5104  DESIGNATION -  03601
 DL5104  PID         -  DL5104
 DL5104  STATE/COUNTY-  MI/ALLEGAN
 DL5104  COUNTRY     -  US
 DL5104  USGS QUAD   -  WAYLAND (2017)
 DL5104
 DL5104                         *CURRENT SURVEY CONTROL
 DL5104  ______________________________________________________________________
 DL5104* NAD 83(1986) POSITION- 42 44 21.62   (N) 085 40 50.49   (W)   HD_HELD1
 DL5104* NAVD 88 ORTHO HEIGHT -   237.532 (meters)      779.30  (feet) ADJUSTED
 DL5104  ______________________________________________________________________
 DL5104  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 DL5104  DYNAMIC HEIGHT  -        237.467 (meters)      779.09  (feet) COMP
 DL5104  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 DL5104
 DL5104  VERT ORDER      -  FIRST     CLASS II
 DL5104
 DL5104.The horizontal coordinates were determined by differentially corrected
 DL5104.hand held GPS observations or other comparable positioning techniques
 DL5104.and have an estimated accuracy of +/- 3 meters.
 DL5104
 DL5104.The orthometric height was determined by differential leveling and
 DL5104.adjusted by the NATIONAL GEODETIC SURVEY
 DL5104.in October 2009.
 DL5104
 DL5104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5104.GEOID18 height accuracy estimate available here.
 DL5104
 DL5104.Click photographs - Photos may exist for this station.
 DL5104
 DL5104.The dynamic height is computed by dividing the NAVD 88
 DL5104.geopotential number by the normal gravity value computed on the
 DL5104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5104.degrees latitude (g = 980.6199 gals.).
 DL5104
 DL5104.The modeled gravity was interpolated from observed gravity values.
 DL5104
 DL5104;                    North         East    Units  Estimated Accuracy
 DL5104;SPC MI S     -   138,501.9   3,892,415.4     MT  (+/- 3 meters HH1 GPS) 
 DL5104
 DL5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0798832713(NAD 83)
 DL5104
 DL5104                          SUPERSEDED SURVEY CONTROL
 DL5104
 DL5104.No superseded survey control is available for this station.
 DL5104
 DL5104_MARKER: DD = SURVEY DISK
 DL5104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5104_STAMPING: 03601 2008
 DL5104_MARK LOGO: MIDT
 DL5104_PROJECTION: FLUSH
 DL5104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5104+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DL5104
 DL5104  HISTORY     - Date     Condition        Report By
 DL5104  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5104  HISTORY     - 20250715 GOOD             MIDT
 DL5104
 DL5104                          STATION DESCRIPTION
 DL5104
 DL5104'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5104'TO REACH THE STATION FROM THE JUNCTION OF 144TH AVENUE WITH 14TH
 DL5104'STREET ABOUT 1 MI (1.6 KM) WEST OF MOLINE, MICHIGAN, GO EAST ON 144TH
 DL5104'AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL5104'
 DL5104'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5104'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5104'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5104'
 DL5104'THE STATION IS 0.35 MI (0.6 KM) WEST OF US HIGHWAY 131, 16 FT (4.9 M)
 DL5104'SOUTH OF EDGE OF PAVEMENT OF 144TH AVENUE, 11 FT (3.4 M) EAST OF A
 DL5104'TELEPHONE PEDESTAL, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL5104'WITNESS POST.
 DL5104
 DL5104                          STATION RECOVERY (2025)
 DL5104
 DL5104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5105 ***********************************************************************
 DL5105  DESIGNATION -  03602
 DL5105  PID         -  DL5105
 DL5105  STATE/COUNTY-  MI/ALLEGAN
 DL5105  COUNTRY     -  US
 DL5105  USGS QUAD   -  WAYLAND (2017)
 DL5105
 DL5105                         *CURRENT SURVEY CONTROL
 DL5105  ______________________________________________________________________
 DL5105* NAD 83(2011) POSITION- 42 42 37.00319(N) 085 41 00.90149(W)   ADJUSTED
 DL5105* NAD 83(2011) ELLIP HT-   201.530 (meters)        (06/27/12)   ADJUSTED
 DL5105* NAD 83(2011) EPOCH   -  2010.00
 DL5105* NAVD 88 ORTHO HEIGHT -   234.959 (meters)      770.86  (feet) ADJUSTED
 DL5105  ______________________________________________________________________
 DL5105  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 DL5105  NAD 83(2011) X  -    353,290.654 (meters)                     COMP
 DL5105  NAD 83(2011) Y  - -4,680,677.993 (meters)                     COMP
 DL5105  NAD 83(2011) Z  -  4,304,044.354 (meters)                     COMP
 DL5105  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 DL5105  DYNAMIC HEIGHT  -        234.894 (meters)      770.65  (feet) COMP
 DL5105  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 DL5105
 DL5105  VERT ORDER      -  FIRST     CLASS II
 DL5105
 DL5105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5105  Standards:
 DL5105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5105  -------------------------------------------------------------------
 DL5105  NETWORK    0.30   0.67           0.14   0.10   0.34     -0.09593867
 DL5105  -------------------------------------------------------------------
 DL5105  Click here for local accuracies and other accuracy information.
 DL5105
 DL5105.The horizontal coordinates were established by GPS observations
 DL5105.and adjusted by the National Geodetic Survey in June 2012.
 DL5105
 DL5105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5105.been affixed to the stable North American tectonic plate. See 
 DL5105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5105
 DL5105.The horizontal coordinates are valid at the epoch date displayed above
 DL5105.which is a decimal equivalence of Year/Month/Day.
 DL5105
 DL5105.The orthometric height was determined by differential leveling and
 DL5105.adjusted by the NATIONAL GEODETIC SURVEY
 DL5105.in October 2009.
 DL5105
 DL5105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5105.GEOID18 height accuracy estimate available here.
 DL5105
 DL5105.Click photographs - Photos may exist for this station.
 DL5105
 DL5105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5105
 DL5105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5105
 DL5105.The ellipsoidal height was determined by GPS observations
 DL5105.and is referenced to NAD 83.
 DL5105
 DL5105.The dynamic height is computed by dividing the NAVD 88
 DL5105.geopotential number by the normal gravity value computed on the
 DL5105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5105.degrees latitude (g = 980.6199 gals.).
 DL5105
 DL5105.The modeled gravity was interpolated from observed gravity values.
 DL5105
 DL5105. The following values were computed from the NAD 83(2011) position.
 DL5105
 DL5105;                    North         East     Units Scale Factor Converg.
 DL5105;SPC MI S     -   135,278.063 3,892,128.108   MT  0.99991151   -0 53 46.3
 DL5105;SPC MI S     -   443,825.67 12,769,449.17   iFT  0.99991151   -0 53 46.3
 DL5105;UTM  16      - 4,729,482.641   607,802.446   MT  0.99974298   +0 53 34.8
 DL5105
 DL5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5105!SPC MI S     -   0.99996840  x   0.99991151  =   0.99987991
 DL5105!UTM  16      -   0.99996840  x   0.99974298  =   0.99971138
 DL5105
 DL5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0780229482(NAD 83)
 DL5105
 DL5105                          SUPERSEDED SURVEY CONTROL
 DL5105
 DL5105  NAD 83(2007)-  42 42 37.00350(N)    085 41 00.90233(W) AD(2002.00) B
 DL5105  ELLIP H (10/19/09)  201.547  (m)                       GP(2002.00) 1 1
 DL5105
 DL5105.Superseded values are not recommended for survey control.
 DL5105
 DL5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5105.See file dsdata.pdf to determine how the superseded data were derived.
 DL5105
 DL5105_MARKER: DD = SURVEY DISK
 DL5105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5105_STAMPING: 03602 2008
 DL5105_MARK LOGO: MIDT
 DL5105_PROJECTION: FLUSH
 DL5105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5105+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 DL5105
 DL5105  HISTORY     - Date     Condition        Report By
 DL5105  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5105  HISTORY     - 20200604 GOOD             MIDT
 DL5105
 DL5105                          STATION DESCRIPTION
 DL5105
 DL5105'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5105'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION 140TH
 DL5105'WITH 14TH STREET ABOUT 3 MI (4.8 KM) NORTHWEST OF WAYLAND, MICHIGAN.
 DL5105'
 DL5105'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5105'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5105'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5105'
 DL5105'THE STATION IS 0.95 MI (1.5 KM) EAST OF 16TH STREET, 300 FT (91.4 M)
 DL5105'WEST OF 14TH STREET, 53.5 FT (16.3 M) EAST OF TELEPHONE PEDESTAL
 DL5105''1410', 14.5 FT (4.4 M) SOUTH OF THE EDGE OF GRAVEL OF 140TH AVENUE,
 DL5105'AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5105
 DL5105                          STATION RECOVERY (2020)
 DL5105
 DL5105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL5105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5106 ***********************************************************************
 DL5106  DESIGNATION -  03603
 DL5106  PID         -  DL5106
 DL5106  STATE/COUNTY-  MI/ALLEGAN
 DL5106  COUNTRY     -  US
 DL5106  USGS QUAD   -  WAYLAND (2017)
 DL5106
 DL5106                         *CURRENT SURVEY CONTROL
 DL5106  ______________________________________________________________________
 DL5106* NAD 83(1986) POSITION- 42 41 14.89   (N) 085 40 55.36   (W)   HD_HELD1
 DL5106* NAVD 88 ORTHO HEIGHT -   231.915 (meters)      760.87  (feet) ADJUSTED
 DL5106  ______________________________________________________________________
 DL5106  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 DL5106  DYNAMIC HEIGHT  -        231.851 (meters)      760.66  (feet) COMP
 DL5106  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 DL5106
 DL5106  VERT ORDER      -  FIRST     CLASS II
 DL5106
 DL5106.The horizontal coordinates were determined by differentially corrected
 DL5106.hand held GPS observations or other comparable positioning techniques
 DL5106.and have an estimated accuracy of +/- 3 meters.
 DL5106
 DL5106.The orthometric height was determined by differential leveling and
 DL5106.adjusted by the NATIONAL GEODETIC SURVEY
 DL5106.in October 2009.
 DL5106
 DL5106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5106.GEOID18 height accuracy estimate available here.
 DL5106
 DL5106.Click photographs - Photos may exist for this station.
 DL5106
 DL5106.The dynamic height is computed by dividing the NAVD 88
 DL5106.geopotential number by the normal gravity value computed on the
 DL5106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5106.degrees latitude (g = 980.6199 gals.).
 DL5106
 DL5106.The modeled gravity was interpolated from observed gravity values.
 DL5106
 DL5106;                    North         East    Units  Estimated Accuracy
 DL5106;SPC MI S     -   132,742.8   3,892,214.6     MT  (+/- 3 meters HH1 GPS) 
 DL5106
 DL5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0796826951(NAD 83)
 DL5106
 DL5106                          SUPERSEDED SURVEY CONTROL
 DL5106
 DL5106.No superseded survey control is available for this station.
 DL5106
 DL5106_MARKER: DD = SURVEY DISK
 DL5106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5106_STAMPING: 03603 2008
 DL5106_MARK LOGO: MIDT
 DL5106_PROJECTION: FLUSH
 DL5106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5106+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 DL5106
 DL5106  HISTORY     - Date     Condition        Report By
 DL5106  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5106
 DL5106                          STATION DESCRIPTION
 DL5106
 DL5106'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5106'TO REACH THE STATION FROM THE JUNCTION OF 14TH STREET WITH 136TH
 DL5106'AVENUE ABOUT 2 MI (3.2 KM) NORTHWEST OF WAYLAND, MICHIGAN, GO NORTH
 DL5106'FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DL5106'
 DL5106'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5106'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5106'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5106'
 DL5106'THE STATION IS 0.55 MI (0.9 KM) SOUTH OF 138TH AVENUE, 380 FT (115.8
 DL5106'M) NORTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '3670 14TH
 DL5106'STREET', 24 FT (7.3 M) SOUTH OF THE EXTENDED CENTER OF A FIELD
 DL5106'ENTRANCE, 12 FT (3.7 M) EAST OF THE EDGE OF GRAVEL OF 14TH STREET, AND
 DL5106'3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5107 ***********************************************************************
 DL5107  DESIGNATION -  03604
 DL5107  PID         -  DL5107
 DL5107  STATE/COUNTY-  MI/ALLEGAN
 DL5107  COUNTRY     -  US
 DL5107  USGS QUAD   -  WAYLAND (2017)
 DL5107
 DL5107                         *CURRENT SURVEY CONTROL
 DL5107  ______________________________________________________________________
 DL5107* NAD 83(1986) POSITION- 42 40 27.47   (N) 085 40 22.93   (W)   HD_HELD1
 DL5107* NAVD 88 ORTHO HEIGHT -   223.297 (meters)      732.60  (feet) ADJUSTED
 DL5107  ______________________________________________________________________
 DL5107  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 DL5107  DYNAMIC HEIGHT  -        223.235 (meters)      732.40  (feet) COMP
 DL5107  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 DL5107
 DL5107  VERT ORDER      -  FIRST     CLASS II
 DL5107
 DL5107.The horizontal coordinates were determined by differentially corrected
 DL5107.hand held GPS observations or other comparable positioning techniques
 DL5107.and have an estimated accuracy of +/- 3 meters.
 DL5107
 DL5107.The orthometric height was determined by differential leveling and
 DL5107.adjusted by the NATIONAL GEODETIC SURVEY
 DL5107.in October 2009.
 DL5107
 DL5107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5107.GEOID18 height accuracy estimate available here.
 DL5107
 DL5107.Click photographs - Photos may exist for this station.
 DL5107
 DL5107.The dynamic height is computed by dividing the NAVD 88
 DL5107.geopotential number by the normal gravity value computed on the
 DL5107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5107.degrees latitude (g = 980.6199 gals.).
 DL5107
 DL5107.The modeled gravity was interpolated from observed gravity values.
 DL5107
 DL5107;                    North         East    Units  Estimated Accuracy
 DL5107;SPC MI S     -   131,268.4   3,892,930.0     MT  (+/- 3 meters HH1 GPS) 
 DL5107
 DL5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0872825500(NAD 83)
 DL5107
 DL5107                          SUPERSEDED SURVEY CONTROL
 DL5107
 DL5107.No superseded survey control is available for this station.
 DL5107
 DL5107_MARKER: DD = SURVEY DISK
 DL5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5107_STAMPING: 03604 2008
 DL5107_MARK LOGO: MIDT
 DL5107_PROJECTION: FLUSH
 DL5107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5107+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 DL5107
 DL5107  HISTORY     - Date     Condition        Report By
 DL5107  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5107
 DL5107                          STATION DESCRIPTION
 DL5107
 DL5107'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5107'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DL5107'13TH STREET WITH 135TH AVENUE ABOUT 1 MI (1.6 KM) WEST OF WAYLAND,
 DL5107'MICHIGAN.
 DL5107'
 DL5107'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5107'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5107'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5107'
 DL5107'THE STATION IS 0.5 MI (0.8 KM) EAST OF 14TH STREET, 180 FT (54.9 M)
 DL5107'WEST OF 13TH STREET, 8.5 FT (2.6 M) NORTH OF THE EDGE OF PAVEMENT OF
 DL5107'135TH AVENUE, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DL5107'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5108 ***********************************************************************
 DL5108  DESIGNATION -  03605
 DL5108  PID         -  DL5108
 DL5108  STATE/COUNTY-  MI/ALLEGAN
 DL5108  COUNTRY     -  US
 DL5108  USGS QUAD   -  WAYLAND (2017)
 DL5108
 DL5108                         *CURRENT SURVEY CONTROL
 DL5108  ______________________________________________________________________
 DL5108* NAD 83(1986) POSITION- 42 39 08.65   (N) 085 40 21.13   (W)   HD_HELD1
 DL5108* NAVD 88 ORTHO HEIGHT -   221.555 (meters)      726.89  (feet) ADJUSTED
 DL5108  ______________________________________________________________________
 DL5108  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 DL5108  DYNAMIC HEIGHT  -        221.493 (meters)      726.68  (feet) COMP
 DL5108  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 DL5108
 DL5108  VERT ORDER      -  FIRST     CLASS II
 DL5108
 DL5108.The horizontal coordinates were determined by differentially corrected
 DL5108.hand held GPS observations or other comparable positioning techniques
 DL5108.and have an estimated accuracy of +/- 3 meters.
 DL5108
 DL5108.The orthometric height was determined by differential leveling and
 DL5108.adjusted by the NATIONAL GEODETIC SURVEY
 DL5108.in October 2009.
 DL5108
 DL5108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5108.GEOID18 height accuracy estimate available here.
 DL5108
 DL5108.Click photographs - Photos may exist for this station.
 DL5108
 DL5108.The dynamic height is computed by dividing the NAVD 88
 DL5108.geopotential number by the normal gravity value computed on the
 DL5108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5108.degrees latitude (g = 980.6199 gals.).
 DL5108
 DL5108.The modeled gravity was interpolated from observed gravity values.
 DL5108
 DL5108;                    North         East    Units  Estimated Accuracy
 DL5108;SPC MI S     -   128,836.1   3,892,933.3     MT  (+/- 3 meters HH1 GPS) 
 DL5108
 DL5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0880823069(NAD 83)
 DL5108
 DL5108                          SUPERSEDED SURVEY CONTROL
 DL5108
 DL5108.No superseded survey control is available for this station.
 DL5108
 DL5108_MARKER: DD = SURVEY DISK
 DL5108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5108_SP_SET: BRIDGE ABUTMENT
 DL5108_STAMPING: 03605 2008
 DL5108_MARK LOGO: MIDT
 DL5108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5108+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL5108
 DL5108  HISTORY     - Date     Condition        Report By
 DL5108  HISTORY     - 20080604 MONUMENTED       COLEM
 DL5108
 DL5108                          STATION DESCRIPTION
 DL5108
 DL5108'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5108'TO REACH THE STATION FROM THE JUNCTION OF 13TH STREET WITH 133RD
 DL5108'AVENUE ABOUT 1 MI (1.6 KM) SOUTHWEST OF WAYLAND, MICHIGAN, GO SOUTH ON
 DL5108'13TH STREET FOR 0.75 MI (1.2 KM) TO A BRIDGE OVER SELKIRK CREEK AND
 DL5108'THE STATION ON THE RIGHT.
 DL5108'
 DL5108'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5108'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE SOUTH
 DL5108'ABUTMENT OF A BRIDGE OVER SELKIRK CREEK.
 DL5108'
 DL5108'THE STATION IS 27 FT (8.2 M) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 DL5108'AND 3 FT (0.9 M) WEST OF THE EDGE OF GRAVEL OF 13TH STREET.
 DL5108'
 DL5108'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5110 ***********************************************************************
 DL5110  DESIGNATION -  03607
 DL5110  PID         -  DL5110
 DL5110  STATE/COUNTY-  MI/ALLEGAN
 DL5110  COUNTRY     -  US
 DL5110  USGS QUAD   -  MARTIN (2017)
 DL5110
 DL5110                         *CURRENT SURVEY CONTROL
 DL5110  ______________________________________________________________________
 DL5110* NAD 83(2011) POSITION- 42 34 16.95155(N) 085 38 30.00768(W)   ADJUSTED
 DL5110* NAD 83(2011) ELLIP HT-   217.328 (meters)        (06/27/12)   ADJUSTED
 DL5110* NAD 83(2011) EPOCH   -  2010.00
 DL5110* NAVD 88 ORTHO HEIGHT -   250.621 (meters)      822.25  (feet) ADJUSTED
 DL5110  ______________________________________________________________________
 DL5110  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 DL5110  NAD 83(2011) X  -    357,509.955 (meters)                     COMP
 DL5110  NAD 83(2011) Y  - -4,690,852.393 (meters)                     COMP
 DL5110  NAD 83(2011) Z  -  4,292,704.028 (meters)                     COMP
 DL5110  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 DL5110  DYNAMIC HEIGHT  -        250.550 (meters)      822.01  (feet) COMP
 DL5110  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 DL5110
 DL5110  VERT ORDER      -  FIRST     CLASS II
 DL5110
 DL5110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5110  Standards:
 DL5110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5110  -------------------------------------------------------------------
 DL5110  NETWORK    0.27   0.63           0.13   0.08   0.32     -0.01828948
 DL5110  -------------------------------------------------------------------
 DL5110  Click here for local accuracies and other accuracy information.
 DL5110
 DL5110.The horizontal coordinates were established by GPS observations
 DL5110.and adjusted by the National Geodetic Survey in June 2012.
 DL5110
 DL5110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5110.been affixed to the stable North American tectonic plate. See 
 DL5110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5110
 DL5110.The horizontal coordinates are valid at the epoch date displayed above
 DL5110.which is a decimal equivalence of Year/Month/Day.
 DL5110
 DL5110.The orthometric height was determined by differential leveling and
 DL5110.adjusted by the NATIONAL GEODETIC SURVEY
 DL5110.in October 2009.
 DL5110
 DL5110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5110.GEOID18 height accuracy estimate available here.
 DL5110
 DL5110.Click photographs - Photos may exist for this station.
 DL5110
 DL5110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5110
 DL5110.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5110
 DL5110.The ellipsoidal height was determined by GPS observations
 DL5110.and is referenced to NAD 83.
 DL5110
 DL5110.The dynamic height is computed by dividing the NAVD 88
 DL5110.geopotential number by the normal gravity value computed on the
 DL5110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5110.degrees latitude (g = 980.6199 gals.).
 DL5110
 DL5110.The modeled gravity was interpolated from observed gravity values.
 DL5110
 DL5110. The following values were computed from the NAD 83(2011) position.
 DL5110
 DL5110;                    North         East     Units Scale Factor Converg.
 DL5110;SPC MI S     -   119,798.108 3,895,327.553   MT  0.99992178   -0 52 03.6
 DL5110;SPC MI S     -   393,038.41 12,779,946.04   iFT  0.99992178   -0 52 03.6
 DL5110;UTM  16      - 4,714,112.635   611,482.701   MT  0.99975291   +0 55 08.5
 DL5110
 DL5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5110!SPC MI S     -   0.99996592  x   0.99992178  =   0.99988770
 DL5110!UTM  16      -   0.99996592  x   0.99975291  =   0.99971884
 DL5110
 DL5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1148214112(NAD 83)
 DL5110
 DL5110                          SUPERSEDED SURVEY CONTROL
 DL5110
 DL5110  NAD 83(2007)-  42 34 16.95188(N)    085 38 30.00855(W) AD(2002.00) B
 DL5110  ELLIP H (10/19/09)  217.340  (m)                       GP(2002.00) 1 1
 DL5110
 DL5110.Superseded values are not recommended for survey control.
 DL5110
 DL5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5110.See file dsdata.pdf to determine how the superseded data were derived.
 DL5110
 DL5110_MARKER: DD = SURVEY DISK
 DL5110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5110_STAMPING: 03607 2008
 DL5110_MARK LOGO: MIDT
 DL5110_PROJECTION: FLUSH
 DL5110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5110+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DL5110
 DL5110  HISTORY     - Date     Condition        Report By
 DL5110  HISTORY     - 20080612 MONUMENTED       COLEM
 DL5110
 DL5110                          STATION DESCRIPTION
 DL5110
 DL5110'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5110'TO REACH THE STATION FROM THE JUNCTION OF 10TH STREET (COUNTY HIGHWAY
 DL5110'45) WITH 122ND AVENUE ABOUT 1 MI (1.6 KM) SOUTH OF SHELBYVILLE,
 DL5110'MICHIGAN, GO SOUTH FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL5110'
 DL5110'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5110'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5110'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL5110'
 DL5110'THE STATION IS 0.35 MI (0.6 KM) NORTH OF 120TH AVENUE, 117 FT (35.7 M)
 DL5110'SOUTH OF TELEPHONE PEDESTAL '200', 9 FT (2.7 M) WEST OF THE EDGE OF
 DL5110'PAVEMENT OF 10TH STREET (COUNTY HIGHWAY 45), AND 3.3 FT (1.0 M) EAST
 DL5110'OF AN ORANGE CARSONITE WITNESS POST.
 DL5110'
 DL5110'NOTE --CONCRETE VOLUME INSTALLED WAS 0.61 CUBIC YARDS AND GREATER THAN
 DL5110'(OR IS EQUIVALENT TO) THE VOLUME REQUIRED FOR AN 8 FT (2.4 M) MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5111 ***********************************************************************
 DL5111  DESIGNATION -  03608
 DL5111  PID         -  DL5111
 DL5111  STATE/COUNTY-  MI/ALLEGAN
 DL5111  COUNTRY     -  US
 DL5111  USGS QUAD   -  MARTIN (2017)
 DL5111
 DL5111                         *CURRENT SURVEY CONTROL
 DL5111  ______________________________________________________________________
 DL5111* NAD 83(1986) POSITION- 42 32 13.48   (N) 085 39 01.02   (W)   HD_HELD1
 DL5111* NAVD 88 ORTHO HEIGHT -   252.686 (meters)      829.02  (feet) ADJUSTED
 DL5111  ______________________________________________________________________
 DL5111  GEOID HEIGHT    -        -33.254 (meters)                     GEOID18
 DL5111  DYNAMIC HEIGHT  -        252.614 (meters)      828.78  (feet) COMP
 DL5111  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 DL5111
 DL5111  VERT ORDER      -  FIRST     CLASS II
 DL5111
 DL5111.The horizontal coordinates were determined by differentially corrected
 DL5111.hand held GPS observations or other comparable positioning techniques
 DL5111.and have an estimated accuracy of +/- 3 meters.
 DL5111
 DL5111.The orthometric height was determined by differential leveling and
 DL5111.adjusted by the NATIONAL GEODETIC SURVEY
 DL5111.in October 2009.
 DL5111
 DL5111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5111.GEOID18 height accuracy estimate available here.
 DL5111
 DL5111.Click photographs - Photos may exist for this station.
 DL5111
 DL5111.The dynamic height is computed by dividing the NAVD 88
 DL5111.geopotential number by the normal gravity value computed on the
 DL5111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5111.degrees latitude (g = 980.6199 gals.).
 DL5111
 DL5111.The modeled gravity was interpolated from observed gravity values.
 DL5111
 DL5111;                    North         East    Units  Estimated Accuracy
 DL5111;SPC MI S     -   115,999.7   3,894,562.3     MT  (+/- 3 meters HH1 GPS) 
 DL5111
 DL5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1083610292(NAD 83)
 DL5111
 DL5111                          SUPERSEDED SURVEY CONTROL
 DL5111
 DL5111.No superseded survey control is available for this station.
 DL5111
 DL5111_MARKER: DD = SURVEY DISK
 DL5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5111_STAMPING: 03608 2008
 DL5111_MARK LOGO: MIDT
 DL5111_PROJECTION: FLUSH
 DL5111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5111+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DL5111
 DL5111  HISTORY     - Date     Condition        Report By
 DL5111  HISTORY     - 20080722 MONUMENTED       COLEM
 DL5111  HISTORY     - 20250714 GOOD             MIDT
 DL5111
 DL5111                          STATION DESCRIPTION
 DL5111
 DL5111'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5111'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH 116TH
 DL5111'AVENUE (EXIT 55) ABOUT 1 MI (1.6 KM) WEST OF MARTIN, MICHIGAN, GO EAST
 DL5111'ON 116TH AVENUE FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DL5111'
 DL5111'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5111'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5111'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5111'
 DL5111'THE STATION IS 0.45 MI (0.7 KM) WEST OF 10TH STREET (COUNTY HIGHWAY
 DL5111'45), 0.3 MI (0.5 KM) EAST OF 11TH STREET, 42 FT (12.8 M) WEST OF A
 DL5111'TELEPHONE PEDESTAL, 37 FT (11.3 M) EAST OF A HYDRANT, 28 FT (8.5 M)
 DL5111'SOUTH OF THE CENTERLINE OF 116TH STREET, AND 3.3 FT (1.0 M) NORTH OF
 DL5111'AN ORANGE CARSONITE WITNESS POST.
 DL5111'
 DL5111'NOTE-- REFER TO THE OBSTRUCTION DIAGRAM PRIOR TO OBSERVING THIS
 DL5111'STATION WITH GPS.
 DL5111
 DL5111                          STATION RECOVERY (2025)
 DL5111
 DL5111'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5112 ***********************************************************************
 DL5112  DESIGNATION -  03609
 DL5112  PID         -  DL5112
 DL5112  STATE/COUNTY-  MI/ALLEGAN
 DL5112  COUNTRY     -  US
 DL5112  USGS QUAD   -  MARTIN (2017)
 DL5112
 DL5112                         *CURRENT SURVEY CONTROL
 DL5112  ______________________________________________________________________
 DL5112* NAD 83(2011) POSITION- 42 30 53.81331(N) 085 39 21.63664(W)   ADJUSTED
 DL5112* NAD 83(2011) ELLIP HT-   213.887 (meters)        (06/27/12)   ADJUSTED
 DL5112* NAD 83(2011) EPOCH   -  2010.00
 DL5112* NAVD 88 ORTHO HEIGHT -   247.105 (meters)      810.71  (feet) ADJUSTED
 DL5112  ______________________________________________________________________
 DL5112  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 DL5112  NAD 83(2011) X  -    356,656.641 (meters)                     COMP
 DL5112  NAD 83(2011) Y  - -4,695,165.360 (meters)                     COMP
 DL5112  NAD 83(2011) Z  -  4,288,083.364 (meters)                     COMP
 DL5112  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DL5112  DYNAMIC HEIGHT  -        247.034 (meters)      810.48  (feet) COMP
 DL5112  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 DL5112
 DL5112  VERT ORDER      -  FIRST     CLASS II
 DL5112
 DL5112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5112  Standards:
 DL5112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5112  -------------------------------------------------------------------
 DL5112  NETWORK    0.35   0.69           0.17   0.10   0.35      0.16109691
 DL5112  -------------------------------------------------------------------
 DL5112  Click here for local accuracies and other accuracy information.
 DL5112
 DL5112.The horizontal coordinates were established by GPS observations
 DL5112.and adjusted by the National Geodetic Survey in June 2012.
 DL5112
 DL5112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5112.been affixed to the stable North American tectonic plate. See 
 DL5112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5112
 DL5112.The horizontal coordinates are valid at the epoch date displayed above
 DL5112.which is a decimal equivalence of Year/Month/Day.
 DL5112
 DL5112.The orthometric height was determined by differential leveling and
 DL5112.adjusted by the NATIONAL GEODETIC SURVEY
 DL5112.in October 2009.
 DL5112
 DL5112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5112.GEOID18 height accuracy estimate available here.
 DL5112
 DL5112.Click photographs - Photos may exist for this station.
 DL5112
 DL5112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5112
 DL5112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5112
 DL5112.The ellipsoidal height was determined by GPS observations
 DL5112.and is referenced to NAD 83.
 DL5112
 DL5112.The dynamic height is computed by dividing the NAVD 88
 DL5112.geopotential number by the normal gravity value computed on the
 DL5112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5112.degrees latitude (g = 980.6199 gals.).
 DL5112
 DL5112.The modeled gravity was interpolated from observed gravity values.
 DL5112
 DL5112. The following values were computed from the NAD 83(2011) position.
 DL5112
 DL5112;                    North         East     Units Scale Factor Converg.
 DL5112;SPC MI S     -   113,549.086 3,894,054.296   MT  0.99992762   -0 52 38.8
 DL5112;SPC MI S     -   372,536.37 12,775,768.69   iFT  0.99992762   -0 52 38.8
 DL5112;UTM  16      - 4,707,828.049   610,405.034   MT  0.99974997   +0 54 30.0
 DL5112
 DL5112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5112!SPC MI S     -   0.99996646  x   0.99992762  =   0.99989408
 DL5112!UTM  16      -   0.99996646  x   0.99974997  =   0.99971644
 DL5112
 DL5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1040507828(NAD 83)
 DL5112
 DL5112                          SUPERSEDED SURVEY CONTROL
 DL5112
 DL5112  NAD 83(2007)-  42 30 53.81355(N)    085 39 21.63741(W) AD(2002.00) B
 DL5112  ELLIP H (10/23/09)  213.896  (m)                       GP(2002.00) 3 1
 DL5112
 DL5112.Superseded values are not recommended for survey control.
 DL5112
 DL5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5112.See file dsdata.pdf to determine how the superseded data were derived.
 DL5112
 DL5112_MARKER: DD = SURVEY DISK
 DL5112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5112_STAMPING: 03609 2008
 DL5112_MARK LOGO: MIDT
 DL5112_PROJECTION: FLUSH
 DL5112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5112+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2020
 DL5112
 DL5112  HISTORY     - Date     Condition        Report By
 DL5112  HISTORY     - 20080612 MONUMENTED       COLEM
 DL5112  HISTORY     - 20200609 GOOD             MIDT
 DL5112
 DL5112                          STATION DESCRIPTION
 DL5112
 DL5112'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5112'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH 116TH
 DL5112'STREET (EXIT 55) ABOUT 1 MI (1.6 KM) WEST OF MARTIN, MICHIGAN, GO
 DL5112'SOUTH ON US HIGHWAY 131 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DL5112'RIGHT.
 DL5112'
 DL5112'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5112'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5112'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL5112'
 DL5112'THE STATION IS 1.5 MI (2.4 KM) NORTH OF 110TH AVENUE, 75 FT (22.9 M)
 DL5112'EAST OF A RIGHT-OF-WAY FENCE, 15 FT (4.6 M) WEST OF THE EDGE OF
 DL5112'PAVEMENT OF SOUTHBOUND US HIGHWAY 131 AND 3.3 FT (1.0 M) EAST OF AN
 DL5112'ORANGE CARSONITE WITNESS POST.
 DL5112'
 DL5112'NOTE-- THIS STATION IS GENERALLY LOCATED EASTERLY OF THE KNOLL GAS
 DL5112'MOTORSPORTS PARK.
 DL5112'
 DL5112'NOTE-- CONCRETE VOLUME INSTALLED WAS 0.53 CUBIC YARDS AND GREATER THAN
 DL5112'(OR IS EQUIVALENT TO) THE VOLUME REQUIRED FOR AN 8 FT (2.4 M) MARK.
 DL5112
 DL5112                          STATION RECOVERY (2020)
 DL5112
 DL5112'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL5112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5113 ***********************************************************************
 DL5113  DESIGNATION -  03610
 DL5113  PID         -  DL5113
 DL5113  STATE/COUNTY-  MI/ALLEGAN
 DL5113  COUNTRY     -  US
 DL5113  USGS QUAD   -  OTSEGO (2017)
 DL5113
 DL5113                         *CURRENT SURVEY CONTROL
 DL5113  ______________________________________________________________________
 DL5113* NAD 83(1986) POSITION- 42 29 43.00   (N) 085 39 08.02   (W)   HD_HELD1
 DL5113* NAVD 88 ORTHO HEIGHT -   246.353 (meters)      808.24  (feet) ADJUSTED
 DL5113  ______________________________________________________________________
 DL5113  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 DL5113  DYNAMIC HEIGHT  -        246.282 (meters)      808.01  (feet) COMP
 DL5113  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 DL5113
 DL5113  VERT ORDER      -  FIRST     CLASS II
 DL5113
 DL5113.The horizontal coordinates were determined by differentially corrected
 DL5113.hand held GPS observations or other comparable positioning techniques
 DL5113.and have an estimated accuracy of +/- 3 meters.
 DL5113
 DL5113.The orthometric height was determined by differential leveling and
 DL5113.adjusted by the NATIONAL GEODETIC SURVEY
 DL5113.in October 2009.
 DL5113
 DL5113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5113.GEOID18 height accuracy estimate available here.
 DL5113
 DL5113.Click photographs - Photos may exist for this station.
 DL5113
 DL5113.The dynamic height is computed by dividing the NAVD 88
 DL5113.geopotential number by the normal gravity value computed on the
 DL5113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5113.degrees latitude (g = 980.6199 gals.).
 DL5113
 DL5113.The modeled gravity was interpolated from observed gravity values.
 DL5113
 DL5113;                    North         East    Units  Estimated Accuracy
 DL5113;SPC MI S     -   111,359.7   3,894,331.7     MT  (+/- 3 meters HH1 GPS) 
 DL5113
 DL5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1075005648(NAD 83)
 DL5113
 DL5113                          SUPERSEDED SURVEY CONTROL
 DL5113
 DL5113.No superseded survey control is available for this station.
 DL5113
 DL5113_MARKER: DD = SURVEY DISK
 DL5113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5113_STAMPING: 03610 2008
 DL5113_MARK LOGO: MIDT
 DL5113_PROJECTION: FLUSH
 DL5113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5113+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DL5113
 DL5113  HISTORY     - Date     Condition        Report By
 DL5113  HISTORY     - 20080612 MONUMENTED       COLEM
 DL5113
 DL5113                          STATION DESCRIPTION
 DL5113
 DL5113'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5113'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH 116TH
 DL5113'STREET (EXIT 55) ABOUT 1 MI (1.6 KM) WEST OF MARTIN, MICHIGAN, GO
 DL5113'SOUTH ON US HIGHWAY 131 FOR 2.8 MI (4.5 KM) TO THE STATION ON THE
 DL5113'RIGHT.
 DL5113'
 DL5113'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5113'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5113'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5113'
 DL5113'THE STATION IS 0.15 MI (0.2 KM) NORTH OF 110TH AVENUE, 74 FT (22.6 M)
 DL5113'EAST OF A RIGHT-OF-WAY FENCE, 17.6 FT (5.4 M) EAST OF THE EDGE OF
 DL5113'PAVEMENT OF US HIGHWAY 131 SOUTHBOUND LANES AND 3.3 FT (1.0 M) EAST OF
 DL5113'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5114 ***********************************************************************
 DL5114  DESIGNATION -  03611
 DL5114  PID         -  DL5114
 DL5114  STATE/COUNTY-  MI/ALLEGAN
 DL5114  COUNTRY     -  US
 DL5114  USGS QUAD   -  OTSEGO (2017)
 DL5114
 DL5114                         *CURRENT SURVEY CONTROL
 DL5114  ______________________________________________________________________
 DL5114* NAD 83(1986) POSITION- 42 28 20.36   (N) 085 39 11.94   (W)   HD_HELD1
 DL5114* NAVD 88 ORTHO HEIGHT -   219.058 (meters)      718.69  (feet) ADJUSTED
 DL5114  ______________________________________________________________________
 DL5114  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 DL5114  DYNAMIC HEIGHT  -        218.995 (meters)      718.49  (feet) COMP
 DL5114  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 DL5114
 DL5114  VERT ORDER      -  FIRST     CLASS II
 DL5114
 DL5114.The horizontal coordinates were determined by differentially corrected
 DL5114.hand held GPS observations or other comparable positioning techniques
 DL5114.and have an estimated accuracy of +/- 3 meters.
 DL5114
 DL5114.The orthometric height was determined by differential leveling and
 DL5114.adjusted by the NATIONAL GEODETIC SURVEY
 DL5114.in October 2009.
 DL5114
 DL5114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5114.GEOID18 height accuracy estimate available here.
 DL5114
 DL5114.Click photographs - Photos may exist for this station.
 DL5114
 DL5114.The dynamic height is computed by dividing the NAVD 88
 DL5114.geopotential number by the normal gravity value computed on the
 DL5114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5114.degrees latitude (g = 980.6199 gals.).
 DL5114
 DL5114.The modeled gravity was interpolated from observed gravity values.
 DL5114
 DL5114;                    North         East    Units  Estimated Accuracy
 DL5114;SPC MI S     -   108,811.6   3,894,203.3     MT  (+/- 3 meters HH1 GPS) 
 DL5114
 DL5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1070103098(NAD 83)
 DL5114
 DL5114                          SUPERSEDED SURVEY CONTROL
 DL5114
 DL5114.No superseded survey control is available for this station.
 DL5114
 DL5114_MARKER: DD = SURVEY DISK
 DL5114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5114_STAMPING: 03611 2008
 DL5114_MARK LOGO: MIDT
 DL5114_PROJECTION: FLUSH
 DL5114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5114+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL5114
 DL5114  HISTORY     - Date     Condition        Report By
 DL5114  HISTORY     - 20080722 MONUMENTED       COLEM
 DL5114  HISTORY     - 20141029 GOOD             INDIV
 DL5114
 DL5114                          STATION DESCRIPTION
 DL5114
 DL5114'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5114'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH 106TH
 DL5114'AVENUE ABOUT 1 MI (1.6 KM) NORTH OF PLAINWELL, MICHIGAN, GO NORTH FOR
 DL5114'0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.
 DL5114'
 DL5114'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5114'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5114'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5114'
 DL5114'THE STATION IS 1.5 MI (2.4 KM) SOUTH 110TH AVENUE, 87 FT (26.5 M) EAST
 DL5114'OF A RIGHT OF WAY FENCE, 4.7 FT (1.4 M) WEST OF THE EDGE OF PAVEMENT
 DL5114'OF THE SOUTHBOUND LANES OF US HIGHWAY 131, AND 3.3 FT (1.0 M) EAST OF
 DL5114'AN ORANGE CARSONITE WITNESS POST.
 DL5114
 DL5114                          STATION RECOVERY (2014)
 DL5114
 DL5114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL5114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6951 ***********************************************************************
 DQ6951  DESIGNATION -  03612
 DQ6951  PID         -  DQ6951
 DQ6951  STATE/COUNTY-  MI/ALLEGAN
 DQ6951  COUNTRY     -  US
 DQ6951  USGS QUAD   -  SOUTH HAVEN (2017)
 DQ6951
 DQ6951                         *CURRENT SURVEY CONTROL
 DQ6951  ______________________________________________________________________
 DQ6951* NAD 83(1986) POSITION- 42 25 53.32   (N) 086 15 20.59   (W)   HD_HELD1
 DQ6951* NAVD 88 ORTHO HEIGHT -   205.211 (meters)      673.26  (feet) ADJUSTED
 DQ6951  ______________________________________________________________________
 DQ6951  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 DQ6951  DYNAMIC HEIGHT  -        205.151 (meters)      673.07  (feet) COMP
 DQ6951  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 DQ6951
 DQ6951  VERT ORDER      -  FIRST     CLASS II
 DQ6951
 DQ6951.The horizontal coordinates were determined by differentially corrected
 DQ6951.hand held GPS observations or other comparable positioning techniques
 DQ6951.and have an estimated accuracy of +/- 3 meters.
 DQ6951
 DQ6951.The orthometric height was determined by differential leveling and
 DQ6951.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6951.in May 2018.
 DQ6951
 DQ6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6951.GEOID18 height accuracy estimate available here.
 DQ6951
 DQ6951.Click photographs - Photos may exist for this station.
 DQ6951
 DQ6951.The dynamic height is computed by dividing the NAVD 88
 DQ6951.geopotential number by the normal gravity value computed on the
 DQ6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6951.degrees latitude (g = 980.6199 gals.).
 DQ6951
 DQ6951.The modeled gravity was interpolated from observed gravity values.
 DQ6951
 DQ6951;                    North         East    Units  Estimated Accuracy
 DQ6951;SPC MI S     -   105,210.1   3,844,575.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6951
 DQ6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6122197952(NAD 83)
 DQ6951
 DQ6951                          SUPERSEDED SURVEY CONTROL
 DQ6951
 DQ6951.No superseded survey control is available for this station.
 DQ6951
 DQ6951_MARKER: F = FLANGE-ENCASED ROD
 DQ6951_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6951_STAMPING: 03612 2012
 DQ6951_MARK LOGO: MIDT
 DQ6951_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6951+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DQ6951_ROD/PIPE-DEPTH: 14.8 meters
 DQ6951_SLEEVE-DEPTH  : 1.2 meters
 DQ6951
 DQ6951  HISTORY     - Date     Condition        Report By
 DQ6951  HISTORY     - 20120605 MONUMENTED       MIDT
 DQ6951
 DQ6951                          STATION DESCRIPTION
 DQ6951
 DQ6951'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012
 DQ6951'THE STATION IS 2.18 MI (3.51 KM) NORTHEAST OF SOUTH HAVEN, 9.55 MI
 DQ6951'(15.37 KM) WEST-NORTHWEST OF GRAND JUNCTION AND 13.70 MI (22.04 KM)
 DQ6951'SOUTHWEST OF FENNVILLE.
 DQ6951'
 DQ6951'THE STATION IS LOCATED IN CASCO TOWNSHIP, MICHIGAN.
 DQ6951'
 DQ6951'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6951'AND PHOENIX ROAD HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 1.9 MI
 DQ6951'(3.1 KM) TO STATION ON THE RIGHT (WILL GO CONTINUE THROUGH A
 DQ6951'ROUNDABOUT TO GET THERE).
 DQ6951'
 DQ6951'THE STATION IS 30.2 FT (9.2 M) NORTH-NORTHEAST OF A FIRE HYDRANT
 DQ6951'LABELED '423', 31.3 FT (9.5 M) EAST OF THE CENTERLINE OF BLUE STAR
 DQ6951'HIGHWAY (M63), 164.4 FT (50.1 M) SOUTH OF THE CENTERLINE OF THE
 DQ6951'DRIVEWAY OF ADDRESS 179 BLUE STAR HIGHWAY (M63), 71.2 FT (21.7 M)
 DQ6951'SOUTHWEST OF A POWER POLE LABELED '6-40' AND 2.8 FT (0.9 M) EAST OF AN
 DQ6951'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6952 ***********************************************************************
 DQ6952  DESIGNATION -  03613
 DQ6952  PID         -  DQ6952
 DQ6952  STATE/COUNTY-  MI/ALLEGAN
 DQ6952  COUNTRY     -  US
 DQ6952  USGS QUAD   -  LACOTA (2017)
 DQ6952
 DQ6952                         *CURRENT SURVEY CONTROL
 DQ6952  ______________________________________________________________________
 DQ6952* NAD 83(1986) POSITION- 42 27 09.41   (N) 086 14 57.04   (W)   HD_HELD1
 DQ6952* NAVD 88 ORTHO HEIGHT -   200.429 (meters)      657.57  (feet) ADJUSTED
 DQ6952  ______________________________________________________________________
 DQ6952  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 DQ6952  DYNAMIC HEIGHT  -        200.372 (meters)      657.39  (feet) COMP
 DQ6952  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 DQ6952
 DQ6952  VERT ORDER      -  FIRST     CLASS II
 DQ6952
 DQ6952.The horizontal coordinates were determined by differentially corrected
 DQ6952.hand held GPS observations or other comparable positioning techniques
 DQ6952.and have an estimated accuracy of +/- 3 meters.
 DQ6952
 DQ6952.The orthometric height was determined by differential leveling and
 DQ6952.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6952.in May 2018.
 DQ6952
 DQ6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6952.GEOID18 height accuracy estimate available here.
 DQ6952
 DQ6952.Click photographs - Photos may exist for this station.
 DQ6952
 DQ6952.The dynamic height is computed by dividing the NAVD 88
 DQ6952.geopotential number by the normal gravity value computed on the
 DQ6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6952.degrees latitude (g = 980.6199 gals.).
 DQ6952
 DQ6952.The modeled gravity was interpolated from observed gravity values.
 DQ6952
 DQ6952;                    North         East    Units  Estimated Accuracy
 DQ6952;SPC MI S     -   107,545.1   3,845,165.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6952
 DQ6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6173800304(NAD 83)
 DQ6952
 DQ6952                          SUPERSEDED SURVEY CONTROL
 DQ6952
 DQ6952.No superseded survey control is available for this station.
 DQ6952
 DQ6952_MARKER: F = FLANGE-ENCASED ROD
 DQ6952_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6952_STAMPING: 03613 2012
 DQ6952_MARK LOGO: NONE
 DQ6952_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ6952+STABILITY: POSITION/ELEVATION WELL
 DQ6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6952+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DQ6952_ROD/PIPE-DEPTH: 8.6 meters
 DQ6952_SLEEVE-DEPTH  : 1.2 meters
 DQ6952
 DQ6952  HISTORY     - Date     Condition        Report By
 DQ6952  HISTORY     - 20120605 MONUMENTED       MIDT
 DQ6952
 DQ6952                          STATION DESCRIPTION
 DQ6952
 DQ6952'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6952'THE STATION IS 3.68 MI (5.92 KM) NORTH-NORTHEAST OF SOUTH HAVEN, 9.61
 DQ6952'MI (15.46 KM) WEST-NORTHWEST OF GRAND JUNCTION AND 13.42 MI (21.59 KM)
 DQ6952'SOUTH-SOUTHWEST OF DOUGLAS.
 DQ6952'
 DQ6952'THE STATION IS LOCATED IN CASCO TOWNSHIP, MICHIGAN.
 DQ6952'
 DQ6952'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6952'AND PHOENIX ROAD HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 3.5 MI
 DQ6952'(5.6 KM) TO THE STATION ON THE LEFT.
 DQ6952'
 DQ6952'THE STATION IS 46.6 FT (14.2 M) SOUTH OF A POWER POLE LABELED 'V4-05
 DQ6952'6-35', 128.9 FT (39.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF ELM
 DQ6952'STREET, 32 FT (9.8 M) WEST-NORTHWEST OF THE CENTERLINE OF BLUE STAR
 DQ6952'HIGHWAY (M63) AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS
 DQ6952'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6953 ***********************************************************************
 DQ6953  DESIGNATION -  03614
 DQ6953  PID         -  DQ6953
 DQ6953  STATE/COUNTY-  MI/ALLEGAN
 DQ6953  COUNTRY     -  US
 DQ6953  USGS QUAD   -  LACOTA (2017)
 DQ6953
 DQ6953                         *CURRENT SURVEY CONTROL
 DQ6953  ______________________________________________________________________
 DQ6953* NAD 83(1986) POSITION- 42 28 11.68   (N) 086 14 47.48   (W)   HD_HELD1
 DQ6953* NAVD 88 ORTHO HEIGHT -   195.588 (meters)      641.69  (feet) ADJUSTED
 DQ6953  ______________________________________________________________________
 DQ6953  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 DQ6953  DYNAMIC HEIGHT  -        195.532 (meters)      641.51  (feet) COMP
 DQ6953  MODELED GRAVITY -    980,330.5   (mgal)                       NAVD 88
 DQ6953
 DQ6953  VERT ORDER      -  FIRST     CLASS II
 DQ6953
 DQ6953.The horizontal coordinates were determined by differentially corrected
 DQ6953.hand held GPS observations or other comparable positioning techniques
 DQ6953.and have an estimated accuracy of +/- 3 meters.
 DQ6953
 DQ6953.The orthometric height was determined by differential leveling and
 DQ6953.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6953.in May 2018.
 DQ6953
 DQ6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6953.GEOID18 height accuracy estimate available here.
 DQ6953
 DQ6953.Click photographs - Photos may exist for this station.
 DQ6953
 DQ6953.The dynamic height is computed by dividing the NAVD 88
 DQ6953.geopotential number by the normal gravity value computed on the
 DQ6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6953.degrees latitude (g = 980.6199 gals.).
 DQ6953
 DQ6953.The modeled gravity was interpolated from observed gravity values.
 DQ6953
 DQ6953;                    North         East    Units  Estimated Accuracy
 DQ6953;SPC MI S     -   109,461.1   3,845,426.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6953
 DQ6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6194002227(NAD 83)
 DQ6953
 DQ6953                          SUPERSEDED SURVEY CONTROL
 DQ6953
 DQ6953.No superseded survey control is available for this station.
 DQ6953
 DQ6953_MARKER: F = FLANGE-ENCASED ROD
 DQ6953_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6953_STAMPING: 03614 2012
 DQ6953_MARK LOGO: NONE
 DQ6953_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6953+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DQ6953_ROD/PIPE-DEPTH: 11.2 meters
 DQ6953_SLEEVE-DEPTH  : 1.2 meters
 DQ6953
 DQ6953  HISTORY     - Date     Condition        Report By
 DQ6953  HISTORY     - 20120605 MONUMENTED       MIDT
 DQ6953
 DQ6953                          STATION DESCRIPTION
 DQ6953
 DQ6953'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6953'THE STATION IS 4.82 MI (7.76 KM) NORTH-NORTHEAST OF SOUTH HAVEN, 10 MI
 DQ6953'(16.1 KM) NORTHWEST OF GRAND JUNCTION, 12.23 MI (19.68 KM)
 DQ6953'SOUTH-SOUTHWEST OF DOUGLAS.
 DQ6953'
 DQ6953'THE STATION IS LOCATED IN CASCO TOWNSHIP, MICHIGAN.
 DQ6953'
 DQ6953'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6953'AND PHOENIX ROAD HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 4.7 MI
 DQ6953'(7.6 KM) TO THE STATION ON THE RIGHT.
 DQ6953'
 DQ6953'THE STATION IS 122.5 FT (37.3 M) SOUTHEAST OF A WOODEN POLE, 92 FT
 DQ6953'(28.0 M) NORTH OF THE CENTERLINE OF 107TH AVENUE, 30.6 FT (9.3 M) EAST
 DQ6953'OF THE CENTERLINE OF BLUE STAR HIGHWAY (M63) AND 1 FT (0.3 M) WEST OF
 DQ6953'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6954 ***********************************************************************
 DQ6954  DESIGNATION -  03615
 DQ6954  PID         -  DQ6954
 DQ6954  STATE/COUNTY-  MI/ALLEGAN
 DQ6954  COUNTRY     -  US
 DQ6954  USGS QUAD   -  GLENN (2017)
 DQ6954
 DQ6954                         *CURRENT SURVEY CONTROL
 DQ6954  ______________________________________________________________________
 DQ6954* NAD 83(1986) POSITION- 42 30 22.15   (N) 086 13 41.63   (W)   HD_HELD1
 DQ6954* NAVD 88 ORTHO HEIGHT -   209.090 (meters)      685.99  (feet) ADJUSTED
 DQ6954  ______________________________________________________________________
 DQ6954  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 DQ6954  DYNAMIC HEIGHT  -        209.032 (meters)      685.80  (feet) COMP
 DQ6954  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 DQ6954
 DQ6954  VERT ORDER      -  FIRST     CLASS II
 DQ6954
 DQ6954.The horizontal coordinates were determined by differentially corrected
 DQ6954.hand held GPS observations or other comparable positioning techniques
 DQ6954.and have an estimated accuracy of +/- 3 meters.
 DQ6954
 DQ6954.The orthometric height was determined by differential leveling and
 DQ6954.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6954.in May 2018.
 DQ6954
 DQ6954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6954.GEOID18 height accuracy estimate available here.
 DQ6954
 DQ6954.Click photographs - Photos may exist for this station.
 DQ6954
 DQ6954.The dynamic height is computed by dividing the NAVD 88
 DQ6954.geopotential number by the normal gravity value computed on the
 DQ6954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6954.degrees latitude (g = 980.6199 gals.).
 DQ6954
 DQ6954.The modeled gravity was interpolated from observed gravity values.
 DQ6954
 DQ6954;                    North         East    Units  Estimated Accuracy
 DQ6954;SPC MI S     -   113,452.2   3,847,019.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6954
 DQ6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6340706264(NAD 83)
 DQ6954
 DQ6954                          SUPERSEDED SURVEY CONTROL
 DQ6954
 DQ6954.No superseded survey control is available for this station.
 DQ6954
 DQ6954_MARKER: F = FLANGE-ENCASED ROD
 DQ6954_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6954_STAMPING: 03615 2012
 DQ6954_MARK LOGO: NONE
 DQ6954_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6954+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2025
 DQ6954_ROD/PIPE-DEPTH: 7.7 meters
 DQ6954_SLEEVE-DEPTH  : 1.2 meters
 DQ6954
 DQ6954  HISTORY     - Date     Condition        Report By
 DQ6954  HISTORY     - 20120605 MONUMENTED       MIDT
 DQ6954  HISTORY     - 20250710 GOOD             MIDT
 DQ6954
 DQ6954                          STATION DESCRIPTION
 DQ6954
 DQ6954'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6954'THE STATION IS 7.53 MI (12.12 KM) NORTH-NORTHEAST OF SOUTH HAVEN,
 DQ6954'10.38 MI (16.70 KM) SOUTHWEST OF SAUGATUCK AND 19.2 MI (30.9 KM) WEST
 DQ6954'OF ALLEGAN.
 DQ6954'
 DQ6954'THE STATION IS LOCATED IN GANGES TOWNSHIP, MICHIGAN.
 DQ6954'
 DQ6954'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAY HIGHWAY (M63)
 DQ6954'AND 114TH AVENUE HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 1 MI
 DQ6954'(1.6 KM) TO THE STATION ON THE RIGHT.
 DQ6954'
 DQ6954'THE STATION IS 43 FT (13.1 M) NORTHWEST OF THE CENTERLINE OF BLUE STAR
 DQ6954'HIGHWAY (M63), 82.8 FT (25.2 M) SOUTHEAST OF A POWER POLE LABELED
 DQ6954''S-11 4-45', 94 FT (28.7 M) NORTHEAST OF A POWER POLE LABELED '460 140
 DQ6954'FT (42.7 M) AND 1 FT (0.3 M) SOUTHEAST OF AN ORANGE CARSONITE WITNESS
 DQ6954'POST.
 DQ6954
 DQ6954                          STATION RECOVERY (2025)
 DQ6954
 DQ6954'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DQ6954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6955 ***********************************************************************
 DQ6955  DESIGNATION -  03616
 DQ6955  PID         -  DQ6955
 DQ6955  STATE/COUNTY-  MI/ALLEGAN
 DQ6955  COUNTRY     -  US
 DQ6955  USGS QUAD   -  GLENN (2017)
 DQ6955
 DQ6955                         *CURRENT SURVEY CONTROL
 DQ6955  ______________________________________________________________________
 DQ6955* NAD 83(1986) POSITION- 42 31 33.28   (N) 086 13 39.12   (W)   HD_HELD1
 DQ6955* NAVD 88 ORTHO HEIGHT -   200.448 (meters)      657.64  (feet) ADJUSTED
 DQ6955  ______________________________________________________________________
 DQ6955  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 DQ6955  DYNAMIC HEIGHT  -        200.392 (meters)      657.45  (feet) COMP
 DQ6955  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 DQ6955
 DQ6955  VERT ORDER      -  FIRST     CLASS II
 DQ6955
 DQ6955.The horizontal coordinates were determined by differentially corrected
 DQ6955.hand held GPS observations or other comparable positioning techniques
 DQ6955.and have an estimated accuracy of +/- 3 meters.
 DQ6955
 DQ6955.The orthometric height was determined by differential leveling and
 DQ6955.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6955.in May 2018.
 DQ6955
 DQ6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6955.GEOID18 height accuracy estimate available here.
 DQ6955
 DQ6955.Click photographs - Photos may exist for this station.
 DQ6955
 DQ6955.The dynamic height is computed by dividing the NAVD 88
 DQ6955.geopotential number by the normal gravity value computed on the
 DQ6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6955.degrees latitude (g = 980.6199 gals.).
 DQ6955
 DQ6955.The modeled gravity was interpolated from observed gravity values.
 DQ6955
 DQ6955;                    North         East    Units  Estimated Accuracy
 DQ6955;SPC MI S     -   115,645.1   3,847,125.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6955
 DQ6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6344408459(NAD 83)
 DQ6955
 DQ6955                          SUPERSEDED SURVEY CONTROL
 DQ6955
 DQ6955.No superseded survey control is available for this station.
 DQ6955
 DQ6955_MARKER: F = FLANGE-ENCASED ROD
 DQ6955_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6955_STAMPING: 03616 2012
 DQ6955_MARK LOGO: NONE
 DQ6955_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6955+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DQ6955_ROD/PIPE-DEPTH: 7.8 meters
 DQ6955_SLEEVE-DEPTH  : 1.2 meters
 DQ6955
 DQ6955  HISTORY     - Date     Condition        Report By
 DQ6955  HISTORY     - 20120606 MONUMENTED       MIDT
 DQ6955
 DQ6955                          STATION DESCRIPTION
 DQ6955
 DQ6955'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6955'THE STATION IS 7.94 MI (12.78 KM) SOUTHWEST OF FENNVILLE, 8.80 MI
 DQ6955'(14.16 KM) NORTH-NORTHEAST SOUTH HAVEN, 18.99 MI (30.55 KM) WEST OF
 DQ6955'ALLEGAN.
 DQ6955'
 DQ6955'THE STATION IS LOCATED IN GANGES TOWNSHIP, MICHIGAN.
 DQ6955'
 DQ6955'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6955'AND 114TH AVENUE HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) 0.2 MI
 DQ6955'(0.3 KM) AND KEEP LEFT ONTO 70TH STREET THEN CONTINUE 0.16 MI (0.26
 DQ6955'KM) NORTH TO THE STATION ON THE RIGHT.
 DQ6955'
 DQ6955'THE STATION IS 21 FT (6.4 M) EAST OF THE CENTERLINE OF 70TH STREET,
 DQ6955'59.9 FT (18.3 M) SOUTH-SOUTHWEST OF A POWER POLE, 94.9 FT (28.9 M)
 DQ6955'NORTHEAST OF A POWER POLE AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE
 DQ6955'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6956 ***********************************************************************
 DQ6956  DESIGNATION -  03617
 DQ6956  PID         -  DQ6956
 DQ6956  STATE/COUNTY-  MI/ALLEGAN
 DQ6956  COUNTRY     -  US
 DQ6956  USGS QUAD   -  GLENN (2017)
 DQ6956
 DQ6956                         *CURRENT SURVEY CONTROL
 DQ6956  ______________________________________________________________________
 DQ6956* NAD 83(1986) POSITION- 42 32 30.24   (N) 086 13 40.72   (W)   HD_HELD1
 DQ6956* NAVD 88 ORTHO HEIGHT -   203.087 (meters)      666.29  (feet) ADJUSTED
 DQ6956  ______________________________________________________________________
 DQ6956  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 DQ6956  DYNAMIC HEIGHT  -        203.030 (meters)      666.11  (feet) COMP
 DQ6956  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 DQ6956
 DQ6956  VERT ORDER      -  FIRST     CLASS II
 DQ6956
 DQ6956.The horizontal coordinates were determined by differentially corrected
 DQ6956.hand held GPS observations or other comparable positioning techniques
 DQ6956.and have an estimated accuracy of +/- 3 meters.
 DQ6956
 DQ6956.The orthometric height was determined by differential leveling and
 DQ6956.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6956.in May 2018.
 DQ6956
 DQ6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6956.GEOID18 height accuracy estimate available here.
 DQ6956
 DQ6956.Click photographs - Photos may exist for this station.
 DQ6956
 DQ6956.The dynamic height is computed by dividing the NAVD 88
 DQ6956.geopotential number by the normal gravity value computed on the
 DQ6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6956.degrees latitude (g = 980.6199 gals.).
 DQ6956
 DQ6956.The modeled gravity was interpolated from observed gravity values.
 DQ6956
 DQ6956;                    North         East    Units  Estimated Accuracy
 DQ6956;SPC MI S     -   117,402.9   3,847,127.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6956
 DQ6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6339210215(NAD 83)
 DQ6956
 DQ6956                          SUPERSEDED SURVEY CONTROL
 DQ6956
 DQ6956.No superseded survey control is available for this station.
 DQ6956
 DQ6956_MARKER: F = FLANGE-ENCASED ROD
 DQ6956_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6956_STAMPING: 03617 2012
 DQ6956_MARK LOGO: NONE
 DQ6956_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6956+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DQ6956_ROD/PIPE-DEPTH: 4.4 meters
 DQ6956_SLEEVE-DEPTH  : 1.2 meters
 DQ6956
 DQ6956  HISTORY     - Date     Condition        Report By
 DQ6956  HISTORY     - 20120606 MONUMENTED       MIDT
 DQ6956
 DQ6956                          STATION DESCRIPTION
 DQ6956
 DQ6956'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6956'THE STATION IS 7.14 MI (11.49 KM) SOUTH-SOUTHWEST OF DOUGLAS, 7.42 MI
 DQ6956'(11.94 KM) SOUTHWEST OF FENNVILLE AND 9.85 MI (15.85 KM)
 DQ6956'NORTH-NORTHEAST OF SOUTH HAVEN.
 DQ6956'
 DQ6956'THE STATION IS LOCATED IN GANGES TOWNSHIP, MICHIGAN.
 DQ6956'
 DQ6956'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6956'AND 114TH AVENUE HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) 0.2 MI
 DQ6956'(0.3 KM) AND KEEP LEFT ONTO 70TH STREET THEN CONTINUE 1.26 MI (2.03
 DQ6956'KM) NORTH TO THE STATION ON THE RIGHT.
 DQ6956'
 DQ6956'THE STATION IS 19.4 FT (5.9 M) EAST OF THE CENTERLINE OF 70TH STREET,
 DQ6956'86.3 FT (26.3 M) SOUTH OF THE (PROJECTED) CENTERLINE OF 117TH AVENUE
 DQ6956'AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6957 ***********************************************************************
 DQ6957  DESIGNATION -  03618
 DQ6957  PID         -  DQ6957
 DQ6957  STATE/COUNTY-  MI/ALLEGAN
 DQ6957  COUNTRY     -  US
 DQ6957  USGS QUAD   -  GLENN (2017)
 DQ6957
 DQ6957                         *CURRENT SURVEY CONTROL
 DQ6957  ______________________________________________________________________
 DQ6957* NAD 83(1986) POSITION- 42 33 47.17   (N) 086 13 44.84   (W)   HD_HELD1
 DQ6957* NAVD 88 ORTHO HEIGHT -   191.705 (meters)      628.95  (feet) ADJUSTED
 DQ6957  ______________________________________________________________________
 DQ6957  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 DQ6957  DYNAMIC HEIGHT  -        191.652 (meters)      628.78  (feet) COMP
 DQ6957  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 DQ6957
 DQ6957  VERT ORDER      -  FIRST     CLASS II
 DQ6957
 DQ6957.The horizontal coordinates were determined by differentially corrected
 DQ6957.hand held GPS observations or other comparable positioning techniques
 DQ6957.and have an estimated accuracy of +/- 3 meters.
 DQ6957
 DQ6957.The orthometric height was determined by differential leveling and
 DQ6957.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6957.in May 2018.
 DQ6957
 DQ6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6957.GEOID18 height accuracy estimate available here.
 DQ6957
 DQ6957.Click photographs - Photos may exist for this station.
 DQ6957
 DQ6957.The dynamic height is computed by dividing the NAVD 88
 DQ6957.geopotential number by the normal gravity value computed on the
 DQ6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6957.degrees latitude (g = 980.6199 gals.).
 DQ6957
 DQ6957.The modeled gravity was interpolated from observed gravity values.
 DQ6957
 DQ6957;                    North         East    Units  Estimated Accuracy
 DQ6957;SPC MI S     -   119,778.0   3,847,086.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6957
 DQ6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6327612587(NAD 83)
 DQ6957
 DQ6957                          SUPERSEDED SURVEY CONTROL
 DQ6957
 DQ6957.No superseded survey control is available for this station.
 DQ6957
 DQ6957_MARKER: F = FLANGE-ENCASED ROD
 DQ6957_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6957_STAMPING: 03618 2012
 DQ6957_MARK LOGO: NONE
 DQ6957_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6957+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DQ6957_ROD/PIPE-DEPTH: 6.6 meters
 DQ6957_SLEEVE-DEPTH  : 1.2 meters
 DQ6957
 DQ6957  HISTORY     - Date     Condition        Report By
 DQ6957  HISTORY     - 20120606 MONUMENTED       MIDT
 DQ6957
 DQ6957                          STATION DESCRIPTION
 DQ6957
 DQ6957'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6957'THE STATION IS 5.72 MI (9.20 KM) SOUTH-SOUTHWEST OF DOUGLAS, 6.82
 DQ6957'WEST-SOUTHWEST OF FENNVILLE AND 11.27 MI (18.13 KM) NORTH-NORTHEAST OF
 DQ6957'SOUTH HAVEN.
 DQ6957'
 DQ6957'THE STATION IS LOCATED IN GANGES TOWNSHIP, MICHIGAN.
 DQ6957'
 DQ6957'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6957'AND 114TH AVENUE HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.2 MI
 DQ6957'(0.3 KM) AND KEEP LEFT ONTO 70TH STREET THEN CONTINUE 2.75 MI (4.42
 DQ6957'KM) NORTH TO THE STATION ON THE LEFT.
 DQ6957'
 DQ6957'THE STATION IS 80.6 FT (24.6 M) NORTHEAST OF A TELEPHONE PEDESTAL
 DQ6957'LABELED '1994', 18.8 FT (5.7 M) WEST OF THE CENTERLINE OF 70TH STREET,
 DQ6957'24.5 FT (7.5 M) EAST OF THE BOTTOM PART OF THE EAST FACE OF THE NORTH
 DQ6957'ROCK PILLAR OF THE WILLIAM ERBY SMITH NATURE PRESERVE SIGN, 123.7 FT
 DQ6957'(37.7 M) SOUTH OF THE (PROJECTED) CENTERLINE OF 120TH AVENUE AND 1 FT
 DQ6957'(0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6958 ***********************************************************************
 DQ6958  DESIGNATION -  03619
 DQ6958  PID         -  DQ6958
 DQ6958  STATE/COUNTY-  MI/ALLEGAN
 DQ6958  COUNTRY     -  US
 DQ6958  USGS QUAD   -  GLENN (2017)
 DQ6958
 DQ6958                         *CURRENT SURVEY CONTROL
 DQ6958  ______________________________________________________________________
 DQ6958* NAD 83(1986) POSITION- 42 35 04.84   (N) 086 13 36.19   (W)   HD_HELD1
 DQ6958* NAVD 88 ORTHO HEIGHT -   189.913 (meters)      623.07  (feet) ADJUSTED
 DQ6958  ______________________________________________________________________
 DQ6958  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 DQ6958  DYNAMIC HEIGHT  -        189.861 (meters)      622.90  (feet) COMP
 DQ6958  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 DQ6958
 DQ6958  VERT ORDER      -  FIRST     CLASS II
 DQ6958
 DQ6958.The horizontal coordinates were determined by differentially corrected
 DQ6958.hand held GPS observations or other comparable positioning techniques
 DQ6958.and have an estimated accuracy of +/- 3 meters.
 DQ6958
 DQ6958.The orthometric height was determined by differential leveling and
 DQ6958.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6958.in May 2018.
 DQ6958
 DQ6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6958.GEOID18 height accuracy estimate available here.
 DQ6958
 DQ6958.Click photographs - Photos may exist for this station.
 DQ6958
 DQ6958.The dynamic height is computed by dividing the NAVD 88
 DQ6958.geopotential number by the normal gravity value computed on the
 DQ6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6958.degrees latitude (g = 980.6199 gals.).
 DQ6958
 DQ6958.The modeled gravity was interpolated from observed gravity values.
 DQ6958
 DQ6958;                    North         East    Units  Estimated Accuracy
 DQ6958;SPC MI S     -   122,169.5   3,847,336.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6958
 DQ6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6345114985(NAD 83)
 DQ6958
 DQ6958                          SUPERSEDED SURVEY CONTROL
 DQ6958
 DQ6958.No superseded survey control is available for this station.
 DQ6958
 DQ6958_MARKER: F = FLANGE-ENCASED ROD
 DQ6958_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6958_STAMPING: 03619 2012
 DQ6958_MARK LOGO: NONE
 DQ6958_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6958+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DQ6958_ROD/PIPE-DEPTH: 5.9 meters
 DQ6958_SLEEVE-DEPTH  : 1.2 meters
 DQ6958
 DQ6958  HISTORY     - Date     Condition        Report By
 DQ6958  HISTORY     - 20120606 MONUMENTED       MIDT
 DQ6958
 DQ6958                          STATION DESCRIPTION
 DQ6958
 DQ6958'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6958'THE STATION IS 4.25 MI (6.84 KM) SOUTH-SOUTHWEST OF DOUGLAS, 6.37 MI
 DQ6958'(10.25 KM) WEST-SOUTHWEST OF FENNVILLE AND 12.65 MI (20.35 KM)
 DQ6958'NORTH-NORTHEAST OF SOUTH HAVEN.
 DQ6958'
 DQ6958'THE STATION IS LOCATED IN GANGES TOWNSHIP, MICHIGAN.
 DQ6958'
 DQ6958'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY AND
 DQ6958'M89.  TURN LEFT ONTO M89 AND TRAVEL 0.59 MI (0.95 KM) WEST THEN TURN
 DQ6958'LEFT ONTO LAKESHORE DRIVE AND TRAVEL 0.47 MI (0.76 KM) SOUTH AND THEN
 DQ6958'TURN RIGHT ONTO 123RD AVENUE AND TRAVEL 0.22 MI (0.35 KM) WEST TO THE
 DQ6958'STATION ON THE RIGHT.
 DQ6958'
 DQ6958'NOTE-123RD AVENUE TURNS BACK INTO LAKESHORE DRIVE AFTER THE CURVE.
 DQ6958'
 DQ6958'THE STATION IS 20.4 FT (6.2 M) WEST OF THE CENTERLINE OF LAKESHORE
 DQ6958'DRIVE, 107.7 FT (32.8 M) SOUTH OF THE SOUTH END OF THE WEST SIDE OF A
 DQ6958'LARGE LIGHT GREEN ELECTRICAL BOX, 65 FT (19.8 M) NORTH-NORTHEAST OF
 DQ6958'THE NORTHEAST CORNER OF A LARGE DARK GREEN ELECTRICAL BOX LABELED
 DQ6958''3240' AND 1.5 FT (0.5 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6959 ***********************************************************************
 DQ6959  DESIGNATION -  03620
 DQ6959  PID         -  DQ6959
 DQ6959  STATE/COUNTY-  MI/ALLEGAN
 DQ6959  COUNTRY     -  US
 DQ6959  USGS QUAD   -  GLENN (2017)
 DQ6959
 DQ6959                         *CURRENT SURVEY CONTROL
 DQ6959  ______________________________________________________________________
 DQ6959* NAD 83(1986) POSITION- 42 35 41.49   (N) 086 12 40.15   (W)   HD_HELD1
 DQ6959* NAVD 88 ORTHO HEIGHT -   208.505 (meters)      684.07  (feet) ADJUSTED
 DQ6959  ______________________________________________________________________
 DQ6959  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 DQ6959  DYNAMIC HEIGHT  -        208.448 (meters)      683.88  (feet) COMP
 DQ6959  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 DQ6959
 DQ6959  VERT ORDER      -  FIRST     CLASS II
 DQ6959
 DQ6959.The horizontal coordinates were determined by differentially corrected
 DQ6959.hand held GPS observations or other comparable positioning techniques
 DQ6959.and have an estimated accuracy of +/- 3 meters.
 DQ6959
 DQ6959.The orthometric height was determined by differential leveling and
 DQ6959.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6959.in May 2018.
 DQ6959
 DQ6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6959.GEOID18 height accuracy estimate available here.
 DQ6959
 DQ6959.Click photographs - Photos may exist for this station.
 DQ6959
 DQ6959.The dynamic height is computed by dividing the NAVD 88
 DQ6959.geopotential number by the normal gravity value computed on the
 DQ6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6959.degrees latitude (g = 980.6199 gals.).
 DQ6959
 DQ6959.The modeled gravity was interpolated from observed gravity values.
 DQ6959
 DQ6959;                    North         East    Units  Estimated Accuracy
 DQ6959;SPC MI S     -   123,272.0   3,848,638.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6959
 DQ6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6471816127(NAD 83)
 DQ6959
 DQ6959                          SUPERSEDED SURVEY CONTROL
 DQ6959
 DQ6959.No superseded survey control is available for this station.
 DQ6959
 DQ6959_MARKER: F = FLANGE-ENCASED ROD
 DQ6959_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6959_STAMPING: 03620 2012
 DQ6959_MARK LOGO: NONE
 DQ6959_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6959+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DQ6959_ROD/PIPE-DEPTH: 5.3 meters
 DQ6959_SLEEVE-DEPTH  : 1.2 meters
 DQ6959
 DQ6959  HISTORY     - Date     Condition        Report By
 DQ6959  HISTORY     - 20120606 MONUMENTED       MIDT
 DQ6959
 DQ6959                          STATION DESCRIPTION
 DQ6959
 DQ6959'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6959'THE STATION IS 3.41 MI (5.49 KM) SOUTH OF DOUGLAS, 5.58 MI (8.98 KM)
 DQ6959'WEST OF FENNVILLE AND 13.62 MI (21.91 KM) NORTH-NORTHEAST OF SOUTH
 DQ6959'HAVEN.
 DQ6959'
 DQ6959'THE STATION IS LOCATED IN SAUGATUCK TOWNSHIP, MICHIGAN.
 DQ6959'
 DQ6959'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6959'AND M89 HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 575 FT (175.3
 DQ6959'M) TO THE STATION ON THE RIGHT.
 DQ6959'
 DQ6959'THE STATION IS 45.6 FT (13.9 M) EAST OF THE CENTERLINE OF BLUE STAR
 DQ6959'HIGHWAY (M63), 100.5 FT (30.6 M) NORTH OF THE CENTERLINE OF THE NORTH
 DQ6959'ENTRANCE TO THE WHAT NOT INN PARKING LOT, 163.6 FT (49.9 M) TO THE
 DQ6959'SOUTHWEST CORNER OF A RED GARAGE, 135.7 FT (41.4 M) SOUTH OF THE
 DQ6959'CENTERLINE OF THE DRIVEWAY FOR ADDRESS 2437 BLUE STAR HIGHWAY AND 17.9
 DQ6959'FT (5.5 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6960 ***********************************************************************
 DQ6960  DESIGNATION -  03621
 DQ6960  PID         -  DQ6960
 DQ6960  STATE/COUNTY-  MI/ALLEGAN
 DQ6960  COUNTRY     -  US
 DQ6960  USGS QUAD   -  GLENN (2017)
 DQ6960
 DQ6960                         *CURRENT SURVEY CONTROL
 DQ6960  ______________________________________________________________________
 DQ6960* NAD 83(1986) POSITION- 42 36 44.59   (N) 086 12 41.31   (W)   HD_HELD1
 DQ6960* NAVD 88 ORTHO HEIGHT -   205.041 (meters)      672.71  (feet) ADJUSTED
 DQ6960  ______________________________________________________________________
 DQ6960  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 DQ6960  DYNAMIC HEIGHT  -        204.985 (meters)      672.52  (feet) COMP
 DQ6960  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 DQ6960
 DQ6960  VERT ORDER      -  FIRST     CLASS II
 DQ6960
 DQ6960.The horizontal coordinates were determined by differentially corrected
 DQ6960.hand held GPS observations or other comparable positioning techniques
 DQ6960.and have an estimated accuracy of +/- 3 meters.
 DQ6960
 DQ6960.The orthometric height was determined by differential leveling and
 DQ6960.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6960.in May 2018.
 DQ6960
 DQ6960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6960.GEOID18 height accuracy estimate available here.
 DQ6960
 DQ6960.Click photographs - Photos may exist for this station.
 DQ6960
 DQ6960.The dynamic height is computed by dividing the NAVD 88
 DQ6960.geopotential number by the normal gravity value computed on the
 DQ6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6960.degrees latitude (g = 980.6199 gals.).
 DQ6960
 DQ6960.The modeled gravity was interpolated from observed gravity values.
 DQ6960
 DQ6960;                    North         East    Units  Estimated Accuracy
 DQ6960;SPC MI S     -   125,219.0   3,848,654.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6960
 DQ6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6467418073(NAD 83)
 DQ6960
 DQ6960                          SUPERSEDED SURVEY CONTROL
 DQ6960
 DQ6960.No superseded survey control is available for this station.
 DQ6960
 DQ6960_MARKER: F = FLANGE-ENCASED ROD
 DQ6960_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6960_STAMPING: 03621 2012
 DQ6960_MARK LOGO: NONE
 DQ6960_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6960+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 DQ6960_ROD/PIPE-DEPTH: 5.8 meters
 DQ6960_SLEEVE-DEPTH  : 1.2 meters
 DQ6960
 DQ6960  HISTORY     - Date     Condition        Report By
 DQ6960  HISTORY     - 20120611 MONUMENTED       MIDT
 DQ6960
 DQ6960                          STATION DESCRIPTION
 DQ6960
 DQ6960'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6960'THE STATION IS LOCATED IN SAUGATUCK TOWNSHIP, MICHIGAN.  THE STATION
 DQ6960'IS 2.20 MI (3.5 KM) SOUTH-SOUTHWEST OF DOUGLAS, 5.73 MI (9.2 KM)
 DQ6960'WEST-NORTHWEST OF FENNVILLE AND 14.86 MI (23.9 KM) NORTH-NORTHEAST OF
 DQ6960'SOUTH HAVEN.
 DQ6960'
 DQ6960'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6960'AND I196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.77 MI (1.2
 DQ6960'KM) TO THE STATION ON THE LEFT.
 DQ6960'
 DQ6960'THE STATION IS 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF BLUE STAR
 DQ6960'HIGHWAY (M63), 151.1 FT (46.1 M) SOUTH OF THE CENTER OF THE DRIVEWAY
 DQ6960'FOR ADDRESS 2671 BLUE STAR HIGHWAY, 416.2 FT (126.9 M) NORTH OF THE
 DQ6960'CENTER OF THE DRIVEWAY FOR ADDRESS FOR 2647 BLUE STAR HIGHWAY AND 7.3
 DQ6960'FT (2.2 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6961 ***********************************************************************
 DQ6961  DESIGNATION -  03622
 DQ6961  PID         -  DQ6961
 DQ6961  STATE/COUNTY-  MI/ALLEGAN
 DQ6961  COUNTRY     -  US
 DQ6961  USGS QUAD   -  SAUGATUCK (2017)
 DQ6961
 DQ6961                         *CURRENT SURVEY CONTROL
 DQ6961  ______________________________________________________________________
 DQ6961* NAD 83(1986) POSITION- 42 37 51.23   (N) 086 12 43.01   (W)   HD_HELD1
 DQ6961* NAVD 88 ORTHO HEIGHT -   196.426 (meters)      644.44  (feet) ADJUSTED
 DQ6961  ______________________________________________________________________
 DQ6961  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 DQ6961  DYNAMIC HEIGHT  -        196.373 (meters)      644.27  (feet) COMP
 DQ6961  MODELED GRAVITY -    980,347.7   (mgal)                       NAVD 88
 DQ6961
 DQ6961  VERT ORDER      -  FIRST     CLASS II
 DQ6961
 DQ6961.The horizontal coordinates were determined by differentially corrected
 DQ6961.hand held GPS observations or other comparable positioning techniques
 DQ6961.and have an estimated accuracy of +/- 3 meters.
 DQ6961
 DQ6961.The orthometric height was determined by differential leveling and
 DQ6961.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6961.in May 2018.
 DQ6961
 DQ6961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6961.GEOID18 height accuracy estimate available here.
 DQ6961
 DQ6961.Click photographs - Photos may exist for this station.
 DQ6961
 DQ6961.The dynamic height is computed by dividing the NAVD 88
 DQ6961.geopotential number by the normal gravity value computed on the
 DQ6961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6961.degrees latitude (g = 980.6199 gals.).
 DQ6961
 DQ6961.The modeled gravity was interpolated from observed gravity values.
 DQ6961
 DQ6961;                    North         East    Units  Estimated Accuracy
 DQ6961;SPC MI S     -   127,275.5   3,848,661.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6961
 DQ6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6461620128(NAD 83)
 DQ6961
 DQ6961                          SUPERSEDED SURVEY CONTROL
 DQ6961
 DQ6961.No superseded survey control is available for this station.
 DQ6961
 DQ6961_MARKER: F = FLANGE-ENCASED ROD
 DQ6961_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6961_STAMPING: 03622 2012
 DQ6961_MARK LOGO: NONE
 DQ6961_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6961+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 DQ6961_ROD/PIPE-DEPTH: 6.3 meters
 DQ6961_SLEEVE-DEPTH  : 1.2 meters
 DQ6961
 DQ6961  HISTORY     - Date     Condition        Report By
 DQ6961  HISTORY     - 20120611 MONUMENTED       MIDT
 DQ6961
 DQ6961                          STATION DESCRIPTION
 DQ6961
 DQ6961'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6961'THE STATION IS LOCATED IN DOUGLAS, MICHIGAN.  THE STATION IS 1.74 FT
 DQ6961'(0.5 M) SOUTH-SOUTHWEST OF SAUGATUCK, 6.16 MI (9.9 KM) NORTHWEST OF
 DQ6961'FENNVILLE AND 10.98 MI (17.7 KM) WEST-SOUTHWEST OF HAMILTON.
 DQ6961'
 DQ6961'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6961'AND CENTER STREET HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.95
 DQ6961'MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DQ6961'
 DQ6961'THE STATION IS 35.3 FT (10.8 M) WEST OF THE CENTERLINE OF BLUE STAR
 DQ6961'HIGHWAY (M63), 5.7 FT (1.7 M) SOUTHEAST OF A WOODEN POLE, 77.4 FT
 DQ6961'(23.6 M) SOUTHWEST OF A FIRE HYDRANT, 115 FT (35.1 M) NORTH OF A FIRE
 DQ6961'HYDRANT AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6962 ***********************************************************************
 DQ6962  DESIGNATION -  03623
 DQ6962  PID         -  DQ6962
 DQ6962  STATE/COUNTY-  MI/ALLEGAN
 DQ6962  COUNTRY     -  US
 DQ6962  USGS QUAD   -  SAUGATUCK (2017)
 DQ6962
 DQ6962                         *CURRENT SURVEY CONTROL
 DQ6962  ______________________________________________________________________
 DQ6962* NAD 83(1986) POSITION- 42 38 44.24   (N) 086 12 15.30   (W)   HD_HELD1
 DQ6962* NAVD 88 ORTHO HEIGHT -   185.526 (meters)      608.68  (feet) ADJUSTED
 DQ6962  ______________________________________________________________________
 DQ6962  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 DQ6962  DYNAMIC HEIGHT  -        185.477 (meters)      608.52  (feet) COMP
 DQ6962  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 DQ6962
 DQ6962  VERT ORDER      -  FIRST     CLASS II
 DQ6962
 DQ6962.The horizontal coordinates were determined by differentially corrected
 DQ6962.hand held GPS observations or other comparable positioning techniques
 DQ6962.and have an estimated accuracy of +/- 3 meters.
 DQ6962
 DQ6962.The orthometric height was determined by differential leveling and
 DQ6962.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6962.in May 2018.
 DQ6962
 DQ6962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6962.GEOID18 height accuracy estimate available here.
 DQ6962
 DQ6962.Click photographs - Photos may exist for this station.
 DQ6962
 DQ6962.The dynamic height is computed by dividing the NAVD 88
 DQ6962.geopotential number by the normal gravity value computed on the
 DQ6962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6962.degrees latitude (g = 980.6199 gals.).
 DQ6962
 DQ6962.The modeled gravity was interpolated from observed gravity values.
 DQ6962
 DQ6962;                    North         East    Units  Estimated Accuracy
 DQ6962;SPC MI S     -   128,896.9   3,849,328.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6962
 DQ6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6523121769(NAD 83)
 DQ6962
 DQ6962                          SUPERSEDED SURVEY CONTROL
 DQ6962
 DQ6962.No superseded survey control is available for this station.
 DQ6962
 DQ6962_MARKER: F = FLANGE-ENCASED ROD
 DQ6962_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6962_STAMPING: 03623 2012
 DQ6962_MARK LOGO: NONE
 DQ6962_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6962+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 DQ6962_ROD/PIPE-DEPTH: 6.8 meters
 DQ6962_SLEEVE-DEPTH  : 1.2 meters
 DQ6962
 DQ6962  HISTORY     - Date     Condition        Report By
 DQ6962  HISTORY     - 20120611 MONUMENTED       MIDT
 DQ6962
 DQ6962                          STATION DESCRIPTION
 DQ6962
 DQ6962'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6962'THE STATION IS LOCATED IN DOUGLAS, MICHIGAN.  THE STATION IS 10.40 MI
 DQ6962'(16.7 KM) WEST-SOUTHWEST OF HAMILTON, 10.45 MI (16.8 KM) NORTHWEST OF
 DQ6962'ALLEGAN AND 10.91 MI (17.6 KM) SOUTHWEST OF HOLLAND.
 DQ6962'
 DQ6962'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6962'AND I196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 3.4 MI (5.5
 DQ6962'KM) TO THE THE STATION ON THE LEFT.
 DQ6962'
 DQ6962'THE STATION IS 55.2 FT (16.8 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6962'STAR HIGHWAY (M63), 83.8 FT (25.5 M) NORTHWEST OF A FIRE HYDRANT, 35.8
 DQ6962'FT (10.9 M) NORTH OF THE CENTERLINE OF CHESTNUT STREET, 30 FT (9.1 M)
 DQ6962'WEST OF A TELEPHONE PEDESTAL, 15.4 FT (4.7 M) NORTHEAST OF THE CENTER
 DQ6962'OF A STORM DRAIN AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS
 DQ6962'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6963 ***********************************************************************
 DQ6963  DESIGNATION -  03624
 DQ6963  PID         -  DQ6963
 DQ6963  STATE/COUNTY-  MI/ALLEGAN
 DQ6963  COUNTRY     -  US
 DQ6963  USGS QUAD   -  SAUGATUCK (2017)
 DQ6963
 DQ6963                         *CURRENT SURVEY CONTROL
 DQ6963  ______________________________________________________________________
 DQ6963* NAD 83(1986) POSITION- 42 39 36.49   (N) 086 11 26.49   (W)   HD_HELD1
 DQ6963* NAVD 88 ORTHO HEIGHT -   187.776 (meters)      616.06  (feet) ADJUSTED
 DQ6963  ______________________________________________________________________
 DQ6963  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 DQ6963  DYNAMIC HEIGHT  -        187.726 (meters)      615.90  (feet) COMP
 DQ6963  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 DQ6963
 DQ6963  VERT ORDER      -  FIRST     CLASS II
 DQ6963
 DQ6963.The horizontal coordinates were determined by differentially corrected
 DQ6963.hand held GPS observations or other comparable positioning techniques
 DQ6963.and have an estimated accuracy of +/- 3 meters.
 DQ6963
 DQ6963.The orthometric height was determined by differential leveling and
 DQ6963.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6963.in May 2018.
 DQ6963
 DQ6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6963.GEOID18 height accuracy estimate available here.
 DQ6963
 DQ6963.Click photographs - Photos may exist for this station.
 DQ6963
 DQ6963.The dynamic height is computed by dividing the NAVD 88
 DQ6963.geopotential number by the normal gravity value computed on the
 DQ6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6963.degrees latitude (g = 980.6199 gals.).
 DQ6963
 DQ6963.The modeled gravity was interpolated from observed gravity values.
 DQ6963
 DQ6963;                    North         East    Units  Estimated Accuracy
 DQ6963;SPC MI S     -   130,484.5   3,850,474.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6963
 DQ6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6632723392(NAD 83)
 DQ6963
 DQ6963                          SUPERSEDED SURVEY CONTROL
 DQ6963
 DQ6963.No superseded survey control is available for this station.
 DQ6963
 DQ6963_MARKER: F = FLANGE-ENCASED ROD
 DQ6963_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6963_STAMPING: 03624 2012
 DQ6963_MARK LOGO: NONE
 DQ6963_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6963+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 DQ6963_ROD/PIPE-DEPTH: 10.0 meters
 DQ6963_SLEEVE-DEPTH  : 1.2 meters
 DQ6963
 DQ6963  HISTORY     - Date     Condition        Report By
 DQ6963  HISTORY     - 20120612 MONUMENTED       MIDT
 DQ6963
 DQ6963                          STATION DESCRIPTION
 DQ6963
 DQ6963'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6963'THE STATION IS 6.45 MI (10.38 KM) NORTHWEST OF FENNVILLE, 9.40 MI
 DQ6963'(15.12 KM) WEST-SOUTHWEST OF HAMILTON AND 9.73 MI (15.66 KM) SOUTHWEST
 DQ6963'OF HOLLAND.
 DQ6963'
 DQ6963'THE STATION IS LOCATED IN SAUGATUCK TOWNSHIP, MICHIGAN.
 DQ6963'
 DQ6963'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6963'AND I196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 2.1 MI (3.4
 DQ6963'KM) TO THE STATION ON THE RIGHT.
 DQ6963'
 DQ6963'THE STATION IS 44 FT (13.4 M) WEST OF THE CENTERLINE OF BLUE STAR
 DQ6963'HIGHWAY (M63), 102.9 FT (31.4 M) SOUTH OF A POWER POLE LABELED '3326'
 DQ6963'AND 1.5 FT (0.5 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6964 ***********************************************************************
 DQ6964  DESIGNATION -  03625
 DQ6964  PID         -  DQ6964
 DQ6964  STATE/COUNTY-  MI/ALLEGAN
 DQ6964  COUNTRY     -  US
 DQ6964  USGS QUAD   -  SAUGATUCK (2017)
 DQ6964
 DQ6964                         *CURRENT SURVEY CONTROL
 DQ6964  ______________________________________________________________________
 DQ6964* NAD 83(1986) POSITION- 42 40 35.43   (N) 086 10 59.56   (W)   HD_HELD1
 DQ6964* NAVD 88 ORTHO HEIGHT -   189.800 (meters)      622.70  (feet) ADJUSTED
 DQ6964  ______________________________________________________________________
 DQ6964  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 DQ6964  DYNAMIC HEIGHT  -        189.750 (meters)      622.54  (feet) COMP
 DQ6964  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 DQ6964
 DQ6964  VERT ORDER      -  FIRST     CLASS II
 DQ6964
 DQ6964.The horizontal coordinates were determined by differentially corrected
 DQ6964.hand held GPS observations or other comparable positioning techniques
 DQ6964.and have an estimated accuracy of +/- 3 meters.
 DQ6964
 DQ6964.The orthometric height was determined by differential leveling and
 DQ6964.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6964.in May 2018.
 DQ6964
 DQ6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6964.GEOID18 height accuracy estimate available here.
 DQ6964
 DQ6964.Click photographs - Photos may exist for this station.
 DQ6964
 DQ6964.The dynamic height is computed by dividing the NAVD 88
 DQ6964.geopotential number by the normal gravity value computed on the
 DQ6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6964.degrees latitude (g = 980.6199 gals.).
 DQ6964
 DQ6964.The modeled gravity was interpolated from observed gravity values.
 DQ6964
 DQ6964;                    North         East    Units  Estimated Accuracy
 DQ6964;SPC MI S     -   132,289.4   3,851,127.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6964
 DQ6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6692325215(NAD 83)
 DQ6964
 DQ6964                          SUPERSEDED SURVEY CONTROL
 DQ6964
 DQ6964.No superseded survey control is available for this station.
 DQ6964
 DQ6964_MARKER: F = FLANGE-ENCASED ROD
 DQ6964_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6964_STAMPING: 03625 2012
 DQ6964_MARK LOGO: NONE
 DQ6964_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6964+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2019
 DQ6964_ROD/PIPE-DEPTH: 19.7 meters
 DQ6964_SLEEVE-DEPTH  : 1.2 meters
 DQ6964
 DQ6964  HISTORY     - Date     Condition        Report By
 DQ6964  HISTORY     - 20120612 MONUMENTED       MIDT
 DQ6964  HISTORY     - 20190701 GOOD             INDIV
 DQ6964
 DQ6964                          STATION DESCRIPTION
 DQ6964
 DQ6964'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6964'THE STATION IS 7.06 MI (11.36 KM) NORTHWEST OF FENNVILLE, 8.58 MI
 DQ6964'(13.81 KM) SOUTHWEST OF HOLLAND AND 9 MI (14.5 KM) WEST OF HAMILTON.
 DQ6964'
 DQ6964'THE STATION IS LOCATED IN SAUGATUCK TOWNSHIP, MICHIGAN.
 DQ6964'
 DQ6964'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6964'AND I196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.78 MI (1.26
 DQ6964'KM) TO THE STATION ON THE LEFT.
 DQ6964'
 DQ6964'THE STATION IS 40.9 FT (12.5 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6964'STAR HIGHWAY (M63), 19.2 FT (5.9 M) NORTHWEST OF THE PARKING LOT OF
 DQ6964'THE BLUE STAR GYM, 254.8 FT (77.7 M) SOUTHWEST OF A FIRE HYDRANT
 DQ6964'LABELED '286', 120.3 FT (36.7 M) NORTHEAST OF A POWER POLE LABELED
 DQ6964''A78' AND 1.2 FT (0.4 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS
 DQ6964'POST.
 DQ6964
 DQ6964                          STATION RECOVERY (2019)
 DQ6964
 DQ6964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CLE)
 DQ6964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6965 ***********************************************************************
 DQ6965  DESIGNATION -  03626
 DQ6965  PID         -  DQ6965
 DQ6965  STATE/COUNTY-  MI/ALLEGAN
 DQ6965  COUNTRY     -  US
 DQ6965  USGS QUAD   -  SAUGATUCK (2017)
 DQ6965
 DQ6965                         *CURRENT SURVEY CONTROL
 DQ6965  ______________________________________________________________________
 DQ6965* NAD 83(1986) POSITION- 42 40 54.60   (N) 086 09 51.78   (W)   HD_HELD1
 DQ6965* NAVD 88 ORTHO HEIGHT -   209.329 (meters)      686.77  (feet) ADJUSTED
 DQ6965  ______________________________________________________________________
 DQ6965  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 DQ6965  DYNAMIC HEIGHT  -        209.274 (meters)      686.59  (feet) COMP
 DQ6965  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 DQ6965
 DQ6965  VERT ORDER      -  FIRST     CLASS II
 DQ6965
 DQ6965.The horizontal coordinates were determined by differentially corrected
 DQ6965.hand held GPS observations or other comparable positioning techniques
 DQ6965.and have an estimated accuracy of +/- 3 meters.
 DQ6965
 DQ6965.The orthometric height was determined by differential leveling and
 DQ6965.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6965.in May 2018.
 DQ6965
 DQ6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6965.GEOID18 height accuracy estimate available here.
 DQ6965
 DQ6965.Click photographs - Photos may exist for this station.
 DQ6965
 DQ6965.The dynamic height is computed by dividing the NAVD 88
 DQ6965.geopotential number by the normal gravity value computed on the
 DQ6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6965.degrees latitude (g = 980.6199 gals.).
 DQ6965
 DQ6965.The modeled gravity was interpolated from observed gravity values.
 DQ6965
 DQ6965;                    North         East    Units  Estimated Accuracy
 DQ6965;SPC MI S     -   132,847.6   3,852,682.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6965
 DQ6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6846025822(NAD 83)
 DQ6965
 DQ6965                          SUPERSEDED SURVEY CONTROL
 DQ6965
 DQ6965.No superseded survey control is available for this station.
 DQ6965
 DQ6965_MARKER: F = FLANGE-ENCASED ROD
 DQ6965_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6965_STAMPING: 03626 2012
 DQ6965_MARK LOGO: NONE
 DQ6965_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6965+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2019
 DQ6965_ROD/PIPE-DEPTH: 8.4 meters
 DQ6965_SLEEVE-DEPTH  : 1.2 meters
 DQ6965
 DQ6965  HISTORY     - Date     Condition        Report By
 DQ6965  HISTORY     - 20120613 MONUMENTED       MIDT
 DQ6965  HISTORY     - 20190701 GOOD             INDIV
 DQ6965
 DQ6965                          STATION DESCRIPTION
 DQ6965
 DQ6965'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6965'THE STATION IS LOCATED IN LAKETOWN TOWNSHIP, MICHIGAN.  THE STATION IS
 DQ6965'3.27 MI (5.3 KM) NORTHEAST OF DOUGLAS, 7.85 MI (12.6 KM) SOUTHWEST OF
 DQ6965'HOLLAND AND 8.03 MI (12.9 KM) WEST OF HAMILTON.
 DQ6965'
 DQ6965'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6965'AND I196 HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.3 MI (0.5
 DQ6965'KM) THEN TURN RIGHT ONTO 63RD STREET AND CONTINUE 0.17 MI (0.3 KM)
 DQ6965'SOUTH TO THE STATION ON THE LEFT.
 DQ6965'
 DQ6965'THE STATION IS 82.6 FT (25.2 M) SOUTHWEST OF THE POINT OF THE CONCAVE
 DQ6965'EAST CURVE WHERE 136TH AVENUE AND 63RD STREET INTERSECT, 102.3 FT
 DQ6965'(31.2 M) NORTH OF THE CENTERLINE OF 136TH AVENUE, 29.8 FT (9.1 M) EAST
 DQ6965'OF THE CENTERLINE OF 63RD STREET, 170.7 FT (52.0 M) NORTHWEST OF A
 DQ6965'POWER POLE AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6965
 DQ6965                          STATION RECOVERY (2019)
 DQ6965
 DQ6965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CLE)
 DQ6965'MISSING CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6966 ***********************************************************************
 DQ6966  DESIGNATION -  03627
 DQ6966  PID         -  DQ6966
 DQ6966  STATE/COUNTY-  MI/ALLEGAN
 DQ6966  COUNTRY     -  US
 DQ6966  USGS QUAD   -  SAUGATUCK (2017)
 DQ6966
 DQ6966                         *CURRENT SURVEY CONTROL
 DQ6966  ______________________________________________________________________
 DQ6966* NAD 83(1986) POSITION- 42 40 53.34   (N) 086 08 07.25   (W)   HD_HELD1
 DQ6966* NAVD 88 ORTHO HEIGHT -   222.533 (meters)      730.09  (feet) ADJUSTED
 DQ6966  ______________________________________________________________________
 DQ6966  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 DQ6966  DYNAMIC HEIGHT  -        222.475 (meters)      729.90  (feet) COMP
 DQ6966  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 DQ6966
 DQ6966  VERT ORDER      -  FIRST     CLASS II
 DQ6966
 DQ6966.The horizontal coordinates were determined by differentially corrected
 DQ6966.hand held GPS observations or other comparable positioning techniques
 DQ6966.and have an estimated accuracy of +/- 3 meters.
 DQ6966
 DQ6966.The orthometric height was determined by differential leveling and
 DQ6966.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6966.in May 2018.
 DQ6966
 DQ6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6966.GEOID18 height accuracy estimate available here.
 DQ6966
 DQ6966.Click photographs - Photos may exist for this station.
 DQ6966
 DQ6966.The dynamic height is computed by dividing the NAVD 88
 DQ6966.geopotential number by the normal gravity value computed on the
 DQ6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6966.degrees latitude (g = 980.6199 gals.).
 DQ6966
 DQ6966.The modeled gravity was interpolated from observed gravity values.
 DQ6966
 DQ6966;                    North         East    Units  Estimated Accuracy
 DQ6966;SPC MI S     -   132,758.4   3,855,060.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6966
 DQ6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7083925807(NAD 83)
 DQ6966
 DQ6966                          SUPERSEDED SURVEY CONTROL
 DQ6966
 DQ6966.No superseded survey control is available for this station.
 DQ6966
 DQ6966_MARKER: F = FLANGE-ENCASED ROD
 DQ6966_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6966_STAMPING: 03627 2012
 DQ6966_MARK LOGO: NONE
 DQ6966_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6966+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 DQ6966_ROD/PIPE-DEPTH: 7.8 meters
 DQ6966_SLEEVE-DEPTH  : 1.2 meters
 DQ6966
 DQ6966  HISTORY     - Date     Condition        Report By
 DQ6966  HISTORY     - 20120613 MONUMENTED       MIDT
 DQ6966
 DQ6966                          STATION DESCRIPTION
 DQ6966
 DQ6966'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6966'THE STATION IS LOCATED IN SAUGATUCK TOWNSHIP, MICHIGAN.  THE STATION
 DQ6966'IS 4.27 MI (6.9 KM) NORTHEAST OF DOUGLAS, 6.60 MI (10.6 KM) WEST OF
 DQ6966'HAMILTON AND 7.46 MI (12.0 KM) SOUTH-SOUTHWEST OF HOLLAND.
 DQ6966'
 DQ6966'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6966'AND I196 HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.3 MI (0.5
 DQ6966'KM) AND TURN RIGHT ONTO 63RD STREET AND TRAVEL 0.19 MI (0.3 KM) SOUTH
 DQ6966'THEN TURN LEFT ONTO 136TH AVENUE AND CONTINUE 1.5 MI (2.4 KM) EAST TO
 DQ6966'THE STATION ON THE RIGHT.
 DQ6966'
 DQ6966'THE STATION IS 89.2 FT (27.2 M) NORTHWEST OF A POWER POLE, 32.4 FT
 DQ6966'(9.9 M) SOUTH OF THE CENTERLINE OF 136TH AVENUE, 85.2 FT (26.0 M) WEST
 DQ6966'OF THE CENTERLINE OF 60TH STREET, 34.1 FT (10.4 M) SOUTHEAST FROM AN
 DQ6966'ENTERING SAUGATUCK TOWNSHIP SIGN AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DQ6966'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6967 ***********************************************************************
 DQ6967  DESIGNATION -  03628
 DQ6967  PID         -  DQ6967
 DQ6967  STATE/COUNTY-  MI/ALLEGAN
 DQ6967  COUNTRY     -  US
 DQ6967  USGS QUAD   -  SAUGATUCK (2017)
 DQ6967
 DQ6967                         *CURRENT SURVEY CONTROL
 DQ6967  ______________________________________________________________________
 DQ6967* NAD 83(1986) POSITION- 42 39 59.46   (N) 086 08 03.61   (W)   HD_HELD1
 DQ6967* NAVD 88 ORTHO HEIGHT -   216.718 (meters)      711.02  (feet) ADJUSTED
 DQ6967  ______________________________________________________________________
 DQ6967  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 DQ6967  DYNAMIC HEIGHT  -        216.661 (meters)      710.83  (feet) COMP
 DQ6967  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DQ6967
 DQ6967  VERT ORDER      -  FIRST     CLASS II
 DQ6967
 DQ6967.The horizontal coordinates were determined by differentially corrected
 DQ6967.hand held GPS observations or other comparable positioning techniques
 DQ6967.and have an estimated accuracy of +/- 3 meters.
 DQ6967
 DQ6967.The orthometric height was determined by differential leveling and
 DQ6967.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6967.in May 2018.
 DQ6967
 DQ6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6967.GEOID18 height accuracy estimate available here.
 DQ6967
 DQ6967.Click photographs - Photos may exist for this station.
 DQ6967
 DQ6967.The dynamic height is computed by dividing the NAVD 88
 DQ6967.geopotential number by the normal gravity value computed on the
 DQ6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6967.degrees latitude (g = 980.6199 gals.).
 DQ6967
 DQ6967.The modeled gravity was interpolated from observed gravity values.
 DQ6967
 DQ6967;                    North         East    Units  Estimated Accuracy
 DQ6967;SPC MI S     -   131,094.5   3,855,108.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6967
 DQ6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7093924146(NAD 83)
 DQ6967
 DQ6967                          SUPERSEDED SURVEY CONTROL
 DQ6967
 DQ6967.No superseded survey control is available for this station.
 DQ6967
 DQ6967_MARKER: F = FLANGE-ENCASED ROD
 DQ6967_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6967_STAMPING: 03628 2012
 DQ6967_MARK LOGO: NONE
 DQ6967_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6967+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 DQ6967_ROD/PIPE-DEPTH: 8.4 meters
 DQ6967_SLEEVE-DEPTH  : 1.2 meters
 DQ6967
 DQ6967  HISTORY     - Date     Condition        Report By
 DQ6967  HISTORY     - 20120613 MONUMENTED       MIDT
 DQ6967
 DQ6967                          STATION DESCRIPTION
 DQ6967
 DQ6967'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6967'THE STATION IS 3.73 MI (6.00 KM) NORTHEAST OF DOUGLAS, 6.58
 DQ6967'WEST-SOUTHWEST OF HAMILTON AND 8.48 MI (13.64 KM) SOUTH-SOUTHWEST OF
 DQ6967'HOLLAND.
 DQ6967'
 DQ6967'THE STATION IS LOCATED IN MANLIUS TOWNSHIP, MICHIGAN.
 DQ6967'
 DQ6967'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6967'AND I196 HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.3 MI (0.5
 DQ6967'KM) AND TURN RIGHT ONTO 63RD STREET THEN CONTINUE 0.19 MI (0.31 KM)
 DQ6967'SOUTH THEN TURN LEFT ONTO 136TH AVENUE AND TRAVEL 1.5 MI (2.4 KM) EAST
 DQ6967'NEXT TURN RIGHT ONTO 60TH STREET AND CONTINUE 1 MI (1.6 KM) SOUTH AND
 DQ6967'THEN TURN LEFT ONTO 134TH AVENUE AND TRAVEL 70 FT (21.3 M) EAST TO THE
 DQ6967'STATION ON THE RIGHT.
 DQ6967'
 DQ6967'THE STATION IS 18.6 FT (5.7 M) NORTHEAST OF A POWER POLE LABELED 'B406
 DQ6967'4-45', 270.8 FT (82.5 M) WEST OF A POWER POLE, 24.8 FT (7.6 M) SOUTH
 DQ6967'OF THE CENTERLINE OF 134TH AVENUE, 96.7 FT (29.5 M) EAST OF THE
 DQ6967'CENTERLINE OF 60TH STREET AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DQ6967'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5427 ***********************************************************************
 AA5427  DESIGNATION -  04012
 AA5427  PID         -  AA5427
 AA5427  STATE/COUNTY-  MI/OAKLAND
 AA5427  COUNTRY     -  US
 AA5427  USGS QUAD   -  THORNVILLE (2017)
 AA5427
 AA5427                         *CURRENT SURVEY CONTROL
 AA5427  ______________________________________________________________________
 AA5427* NAD 83(2011) POSITION- 42 52 43.88355(N) 083 13 51.88767(W)   ADJUSTED
 AA5427* NAD 83(2011) ELLIP HT-   318.073 (meters)        (06/27/12)   ADJUSTED
 AA5427* NAD 83(2011) EPOCH   -  2010.00
 AA5427* NAVD 88 ORTHO HEIGHT -   352.799 (meters)     1157.47  (feet) ADJUSTED
 AA5427  ______________________________________________________________________
 AA5427  GEOID HEIGHT    -        -34.720 (meters)                     GEOID18
 AA5427  NAD 83(2011) X  -    551,769.326 (meters)                     COMP
 AA5427  NAD 83(2011) Y  - -4,648,723.365 (meters)                     COMP
 AA5427  NAD 83(2011) Z  -  4,317,865.927 (meters)                     COMP
 AA5427  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 AA5427  DYNAMIC HEIGHT  -        352.691 (meters)     1157.12  (feet) COMP
 AA5427  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 AA5427
 AA5427  VERT ORDER      -  SECOND    CLASS I
 AA5427
 AA5427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5427  Standards:
 AA5427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5427  -------------------------------------------------------------------
 AA5427  NETWORK    0.99   1.16           0.44   0.36   0.59      0.05372810
 AA5427  -------------------------------------------------------------------
 AA5427  Click here for local accuracies and other accuracy information.
 AA5427
 AA5427.The horizontal coordinates were established by GPS observations
 AA5427.and adjusted by the National Geodetic Survey in June 2012.
 AA5427
 AA5427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5427.been affixed to the stable North American tectonic plate. See 
 AA5427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5427
 AA5427.The horizontal coordinates are valid at the epoch date displayed above
 AA5427.which is a decimal equivalence of Year/Month/Day.
 AA5427
 AA5427.The orthometric height was determined by differential leveling and
 AA5427.adjusted by the NATIONAL GEODETIC SURVEY
 AA5427.in July 2007.
 AA5427
 AA5427.No vertical observational check was made to the station.
 AA5427
 AA5427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5427.GEOID18 height accuracy estimate available here.
 AA5427
 AA5427.Click photographs - Photos may exist for this station.
 AA5427
 AA5427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5427
 AA5427.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5427
 AA5427.The ellipsoidal height was determined by GPS observations
 AA5427.and is referenced to NAD 83.
 AA5427
 AA5427.The dynamic height is computed by dividing the NAVD 88
 AA5427.geopotential number by the normal gravity value computed on the
 AA5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5427.degrees latitude (g = 980.6199 gals.).
 AA5427
 AA5427.The modeled gravity was interpolated from observed gravity values.
 AA5427
 AA5427. The following values were computed from the NAD 83(2011) position.
 AA5427
 AA5427;                    North         East     Units Scale Factor Converg.
 AA5427;SPC MI S     -   153,785.414 4,092,767.097   MT  0.99990688   +0 46 22.1
 AA5427;SPC MI S     -   504,545.32 13,427,713.57   iFT  0.99990688   +0 46 22.1
 AA5427;UTM  17      - 4,749,776.794   317,788.015   MT  1.00000847   -1 31 06.8
 AA5427
 AA5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5427!SPC MI S     -   0.99995012  x   0.99990688  =   0.99985701
 AA5427!UTM  17      -   0.99995012  x   1.00000847  =   0.99995859
 AA5427
 AA5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1778849776(NAD 83)
 AA5427
 AA5427                          SUPERSEDED SURVEY CONTROL
 AA5427
 AA5427  NAD 83(2007)-  42 52 43.88348(N)    083 13 51.88872(W) AD(2002.00) 0
 AA5427  ELLIP H (02/10/07)  318.077  (m)                       GP(2002.00)    
 AA5427  ELLIP H (07/12/02)  318.109  (m)                       GP(       ) 4 1
 AA5427  NAD 83(1994)-  42 52 43.88357(N)    083 13 51.88898(W) AD(       ) 1
 AA5427  ELLIP H (02/03/97)  318.119  (m)                       GP(       ) 4 1
 AA5427  NAD 83(1986)-  42 52 43.88680(N)    083 13 51.91982(W) AD(       ) 1
 AA5427  NAVD 88 (04/30/95)  352.6    (m)  GEOID93  model used  GPS OBS        
 AA5427
 AA5427.Superseded values are not recommended for survey control.
 AA5427
 AA5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5427.See file dsdata.pdf to determine how the superseded data were derived.
 AA5427
 AA5427_MARKER: DD = SURVEY DISK
 AA5427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5427_STAMPING: 04012
 AA5427_MARK LOGO: MI-125
 AA5427_PROJECTION: FLUSH
 AA5427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5427+STABILITY: SURFACE MOTION
 AA5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5427+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 AA5427
 AA5427  HISTORY     - Date     Condition        Report By
 AA5427  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5427  HISTORY     - 20000808 GOOD             WOOLPT
 AA5427  HISTORY     - 20060103 GOOD             INDIV
 AA5427  HISTORY     - 20060510 GOOD             MIDT
 AA5427  HISTORY     - 20200722 GOOD             MIDT
 AA5427
 AA5427                          STATION DESCRIPTION
 AA5427
 AA5427'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5427'INTERSTATE 69 TO EXIT 155 (M-24), THENCE SOUTH ALONG M-24 11 MILES
 AA5427'(17.7 KM) TO OAKWOOD ROAD, THENCE EAST 3.3 MILES (5.3 KM) ALONG
 AA5427'OAKWOOD ROAD TO DELANO ROAD, THENCE NORTH 0.62 MILES (1.00 KM) ALONG
 AA5427'DELANO ROAD TO THE MONUMENT AT THE EAST SIDE OF DELANO ROAD.  THE
 AA5427'MONUMENT IS IN THE YARD OF 'WIN-A-GIN' FARM, 34 FEET (10.4 M) EAST OF
 AA5427'THE CENTERLINE OF DELANO ROAD, 86.7 FEET (26.4 M) SOUTH OF A 24 INCH
 AA5427'MAPLE TREE, 54.6 FEET (16.6 M) WEST NORTHWEST OF A 12 INCH ASH TREE,
 AA5427'116.5 FEET (35.5 M) NORTHEAST OF A POWER POLE, 102.1 FEET (31.1 M)
 AA5427'NORTH NORTHWEST OF A POWER POLE, AND LEVEL TO DELANO ROAD.
 AA5427
 AA5427                          STATION RECOVERY (2000)
 AA5427
 AA5427'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5427'RECOVERED IN GOOD CONDITION.
 AA5427
 AA5427                          STATION RECOVERY (2006)
 AA5427
 AA5427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5427'RECOVERED IN GOOD CONDITION.
 AA5427
 AA5427                          STATION RECOVERY (2006)
 AA5427
 AA5427'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5427'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS 2.5
 AA5427'METERS (8.3 FEET) WEST OF A WOODEN FENCE.
 AA5427
 AA5427                          STATION RECOVERY (2020)
 AA5427
 AA5427'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KLM)
 AA5427'MARK FOUND EAST OF A FENCE, NOT WEST AS IN 2006 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN5763 ***********************************************************************
 DN5763  DESIGNATION -  04109000 RM 6
 DN5763  PID         -  DN5763
 DN5763  STATE/COUNTY-  MI/JACKSON
 DN5763  COUNTRY     -  US
 DN5763  USGS QUAD   -  JACKSON NORTH (2017)
 DN5763
 DN5763                         *CURRENT SURVEY CONTROL
 DN5763  ______________________________________________________________________
 DN5763* NAD 83(1986) POSITION- 42 17 00.84   (N) 084 24 31.97   (W)   HD_HELD1
 DN5763* NAVD 88 ORTHO HEIGHT -   279.160 (meters)      915.88  (feet) ADJUSTED
 DN5763  ______________________________________________________________________
 DN5763  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 DN5763  DYNAMIC HEIGHT  -        279.061 (meters)      915.55  (feet) COMP
 DN5763  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 DN5763
 DN5763  VERT ORDER      -  SECOND    CLASS II
 DN5763
 DN5763.The horizontal coordinates were determined by differentially corrected
 DN5763.hand held GPS observations or other comparable positioning techniques
 DN5763.and have an estimated accuracy of +/- 3 meters.
 DN5763
 DN5763.The orthometric height was determined by differential leveling and
 DN5763.adjusted by the NATIONAL GEODETIC SURVEY
 DN5763.in April 2012.
 DN5763
 DN5763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5763.GEOID18 height accuracy estimate available here.
 DN5763
 DN5763.Click photographs - Photos may exist for this station.
 DN5763
 DN5763.The dynamic height is computed by dividing the NAVD 88
 DN5763.geopotential number by the normal gravity value computed on the
 DN5763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5763.degrees latitude (g = 980.6199 gals.).
 DN5763
 DN5763.The modeled gravity was interpolated from observed gravity values.
 DN5763
 DN5763;                    North         East    Units  Estimated Accuracy
 DN5763;SPC MI S     -    87,038.1   3,996,518.3     MT  (+/- 3 meters HH1 GPS) 
 DN5763
 DN5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1364284512(NAD 83)
 DN5763
 DN5763                          SUPERSEDED SURVEY CONTROL
 DN5763
 DN5763.No superseded survey control is available for this station.
 DN5763
 DN5763_MARKER: Q = CHISELED SQUARE
 DN5763_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DN5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5763+STABILITY: SURFACE MOTION
 DN5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5763+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2011
 DN5763
 DN5763  HISTORY     - Date     Condition        Report By
 DN5763  HISTORY     - 20111207 MONUMENTED       SURVSL
 DN5763
 DN5763                          STATION DESCRIPTION
 DN5763
 DN5763'DESCRIBED BY SURVEYING SOLUTIONS INC 2011 (JDB)
 DN5763'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF
 DN5763'PLEASANT LAKE, 5.4 MI (8.7 KM) NORTHWEST OF MICHIGAN CENTER AND 2.6 MI
 DN5763'(4.2 KM) NORTH OF JACKSON.
 DN5763'
 DN5763'TO REACH MONUMENT GO 0.8 MI (1.3 KM) ON LANSING AVENUE FROM THE
 DN5763'INTERSECTION OF LANSING AVENUE AND I-94.  MONUMENT IS LOCATED NORTH OF
 DN5763'WATER TREATMENT PLANT AND AT THE EAST EDGE OF R.A.  GREEN PARK.
 DN5763'MONUMENT IS A CHISELED SQUARE ON A LARGE ROCK LOCATED +/- 40 FT (12.2
 DN5763'M) WEST OF GRAND RIVER.
 DN5763'
 DN5763'IT IS 139.50 FT (42.5 M) NORTH OF NORTH BOTTOM BANK OF A DITCH RUNNING
 DN5763'WEST TO EAST LEADING TO GRAND RIVER, 93.60 FT (28.5 M) SOUTH OF CHAIN
 DN5763'LINK FENCE, 62.50 FT (19.1 M) EAST OF THE CENTERLINE OF 36 INCH (91
 DN5763'CM) TREE STUMP AND 35.35 FT (10.8 M) WEST OF THE NORTHWEST CORNER OF
 DN5763'GREEN CONCRETE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN5762 ***********************************************************************
 DN5762  DESIGNATION -  04175600 RM 4
 DN5762  PID         -  DN5762
 DN5762  STATE/COUNTY-  MI/WASHTENAW
 DN5762  COUNTRY     -  US
 DN5762  USGS QUAD   -  MANCHESTER (2017)
 DN5762
 DN5762                         *CURRENT SURVEY CONTROL
 DN5762  ______________________________________________________________________
 DN5762* NAD 83(1986) POSITION- 42 10 04.97   (N) 084 04 35.61   (W)   HD_HELD1
 DN5762* NAVD 88 ORTHO HEIGHT -   275.343 (meters)      903.35  (feet) ADJUSTED
 DN5762  ______________________________________________________________________
 DN5762  GEOID HEIGHT    -        -34.422 (meters)                     GEOID18
 DN5762  DYNAMIC HEIGHT  -        275.243 (meters)      903.03  (feet) COMP
 DN5762  MODELED GRAVITY -    980,254.1   (mgal)                       NAVD 88
 DN5762
 DN5762  VERT ORDER      -  SECOND    CLASS II
 DN5762
 DN5762.The horizontal coordinates were determined by differentially corrected
 DN5762.hand held GPS observations or other comparable positioning techniques
 DN5762.and have an estimated accuracy of +/- 3 meters.
 DN5762
 DN5762.The orthometric height was determined by differential leveling and
 DN5762.adjusted by the NATIONAL GEODETIC SURVEY
 DN5762.in April 2012.
 DN5762
 DN5762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5762.GEOID18 height accuracy estimate available here.
 DN5762
 DN5762.Click photographs - Photos may exist for this station.
 DN5762
 DN5762.The dynamic height is computed by dividing the NAVD 88
 DN5762.geopotential number by the normal gravity value computed on the
 DN5762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5762.degrees latitude (g = 980.6199 gals.).
 DN5762
 DN5762.The modeled gravity was interpolated from observed gravity values.
 DN5762
 DN5762;                    North         East    Units  Estimated Accuracy
 DN5762;SPC MI S     -    74,247.2   4,023,971.9     MT  (+/- 3 meters HH1 GPS) 
 DN5762
 DN5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4148472572(NAD 83)
 DN5762
 DN5762                          SUPERSEDED SURVEY CONTROL
 DN5762
 DN5762.No superseded survey control is available for this station.
 DN5762
 DN5762_MARKER: Q = CHISELED SQUARE
 DN5762_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DN5762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN5762
 DN5762  HISTORY     - Date     Condition        Report By
 DN5762  HISTORY     - 20111207 MONUMENTED       SURVSL
 DN5762
 DN5762                          STATION DESCRIPTION
 DN5762
 DN5762'DESCRIBED BY SURVEYING SOLUTIONS INC 2011 (JDB)
 DN5762'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF BRIDGEWATER, 5.6
 DN5762'MI (9.0 KM) EAST OF NORVELL AND 2.3 MI (3.7 KM) WEST-NORTHWEST OF
 DN5762'MANCHESTER.
 DN5762'
 DN5762'TO REACH MONUMENT GO 0.84 MI (1.4 KM) EAST OF EAST PLEASANT LAKE ROAD
 DN5762'ON SHARON VALLEY ROAD TO CHISELED SQUARE IN ROAD SIDE OF LEFT DOWN
 DN5762'STREAM ABUTMENT OF BRIDGE CARRYING SHARON VALLEY ROAD OVER THE RAISIN
 DN5762'RIVER.
 DN5762'
 DN5762'IT IS 55.12 FT (16.8 M) SOUTH EAST OF END OF NORTHWEST ABUTMENT/RETURN
 DN5762'WALL OF BRIDGE, 22.93 FT (7.0 M) SOUTHWEST OF FACE OF CONCRETE CURB,
 DN5762'1.44 FT (0.4 M) NORTHWEST OF END OF GUARDRAIL AND 1.00 FT (0.3 M)
 DN5762'NORTHEAST OF BACK SIDE OF RETURN WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2768 ***********************************************************************
 AA2768  DESIGNATION -  04200
 AA2768  PID         -  AA2768
 AA2768  STATE/COUNTY-  MI/ALPENA
 AA2768  COUNTRY     -  US
 AA2768  USGS QUAD   -  OSSINEKE (2017)
 AA2768
 AA2768                         *CURRENT SURVEY CONTROL
 AA2768  ______________________________________________________________________
 AA2768* NAD 83(2011) POSITION- 44 59 24.79429(N) 083 27 29.10808(W)   ADJUSTED
 AA2768* NAD 83(2011) ELLIP HT-   141.905 (meters)        (06/27/12)   ADJUSTED
 AA2768* NAD 83(2011) EPOCH   -  2010.00
 AA2768* NAVD 88 ORTHO HEIGHT -   178.3   (meters)      585.    (feet) GPS OBS
 AA2768  ______________________________________________________________________
 AA2768  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2768  GEOID HEIGHT    -         -36.08 (meters)                     GEOID93
 AA2768  GEOID HEIGHT    -        -36.367 (meters)                     GEOID18
 AA2768  NAD 83(2011) X  -    514,788.224 (meters)                     COMP
 AA2768  NAD 83(2011) Y  - -4,489,038.954 (meters)                     COMP
 AA2768  NAD 83(2011) Z  -  4,486,680.186 (meters)                     COMP
 AA2768  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 AA2768
 AA2768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2768  Standards:
 AA2768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2768  -------------------------------------------------------------------
 AA2768  NETWORK    2.36   3.23           0.76   1.10   1.65      0.12949240
 AA2768  -------------------------------------------------------------------
 AA2768  Click here for local accuracies and other accuracy information.
 AA2768
 AA2768.The horizontal coordinates were established by GPS observations
 AA2768.and adjusted by the National Geodetic Survey in June 2012.
 AA2768
 AA2768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2768.been affixed to the stable North American tectonic plate. See 
 AA2768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2768
 AA2768.The horizontal coordinates are valid at the epoch date displayed above
 AA2768.which is a decimal equivalence of Year/Month/Day.
 AA2768
 AA2768.The orthometric height was determined by GPS observations and a
 AA2768.high-resolution geoid model.
 AA2768
 AA2768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2768.GEOID18 height accuracy estimate available here.
 AA2768
 AA2768.Click photographs - Photos may exist for this station.
 AA2768
 AA2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2768
 AA2768.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2768
 AA2768.The ellipsoidal height was determined by GPS observations
 AA2768.and is referenced to NAD 83.
 AA2768
 AA2768. The following values were computed from the NAD 83(2011) position.
 AA2768
 AA2768;                    North         East     Units Scale Factor Converg.
 AA2768;SPC MI C     -   186,366.430 6,071,643.199   MT  0.99991304   +0 38 30.6
 AA2768;SPC MI C     -   611,438.42 19,920,089.24   iFT  0.99991304   +0 38 30.6
 AA2768;UTM  17      - 4,984,803.520   306,232.200   MT  1.00006170   -1 44 18.1
 AA2768
 AA2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2768!SPC MI C     -   0.99997775  x   0.99991304  =   0.99989079
 AA2768!UTM  17      -   0.99997775  x   1.00006170  =   1.00003945
 AA2768
 AA2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0623284803(NAD 83)
 AA2768
 AA2768                          SUPERSEDED SURVEY CONTROL
 AA2768
 AA2768  NAD 83(2007)-  44 59 24.79488(N)    083 27 29.10879(W) AD(2002.00) 0
 AA2768  ELLIP H (02/10/07)  141.964  (m)                       GP(2002.00)    
 AA2768  ELLIP H (07/12/02)  141.962  (m)                       GP(       ) 4 1
 AA2768  NAD 83(1994)-  44 59 24.79476(N)    083 27 29.10904(W) AD(       ) 1
 AA2768  ELLIP H (02/03/97)  141.945  (m)                       GP(       ) 4 1
 AA2768  NAD 83(1986)-  44 59 24.78630(N)    083 27 29.11063(W) AD(       ) 1
 AA2768
 AA2768.Superseded values are not recommended for survey control.
 AA2768
 AA2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2768.See file dsdata.pdf to determine how the superseded data were derived.
 AA2768
 AA2768_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2768_STAMPING: 04200 1992
 AA2768_MARK LOGO: MIDT
 AA2768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2768+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2768
 AA2768  HISTORY     - Date     Condition        Report By
 AA2768  HISTORY     - 1992     MONUMENTED       MIDT
 AA2768  HISTORY     - 19990515 GOOD             USPSQD
 AA2768  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AA2768  HISTORY     - 20251126 MARK NOT FOUND   INDIV
 AA2768
 AA2768                          STATION DESCRIPTION
 AA2768
 AA2768'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2768'STATION IS LOCATED IN QUAD 440832 AND ON THE OSSINEKE QUADRANGLE MAP.
 AA2768'IT IS IN THE SOUTHWEST 1/4 OF SECTION 15, T-30-N, R-8-E, ALPENA
 AA2768'TOWNSHIP.  ABOUT 13.5 MILES (21.7 KM) SOUTHEAST OF LACHINE, ABOUT 6
 AA2768'MILES (9.7 KM) NORTH OF OSSINEKE, ABOUT 5 MILES (8.0 KM) SOUTH OF
 AA2768'ALPENA, AND ON THE UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH
 AA2768'FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY BOULEVARD
 AA2768'ON THE SOUTH SIDE OF ALPENA, GO SOUTH ALONG UNITED STATES HIGHWAY 23
 AA2768'FOR 4.05 MILES (6.52 KM) TO STATION ON THE RIGHT. STATION IS RECESSED
 AA2768'0.7 FT (21.3 CM) BELOW GROUND SURFACE. IT IS 41.5 FT (12.6 M)
 AA2768'NORTHWEST OF A UTILITY POLE, 15.6 FT (4.8 M) SOUTHWEST OF THE
 AA2768'BITUMINOUS PAVEMENT EDGE (U.S.23), 19 FT (5.8 M) SOUTHEAST OF CENTER
 AA2768'GRAVEL DRIVE AND 2.6 FT (0.8 M)  NORTH OF METAL WITNESS POST WITH
 AA2768'SIGN.
 AA2768
 AA2768                          STATION RECOVERY (1999)
 AA2768
 AA2768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2768'RECOVERED IN GOOD CONDITION.
 AA2768
 AA2768                          STATION RECOVERY (2005)
 AA2768
 AA2768'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2768'THE AREA HAS BEEN DISTURBED BECAUSE OF RECENT SEWER PLACEMENT ALONG
 AA2768'THE WEST SIDE OF U.S. 23.
 AA2768
 AA2768                          STATION RECOVERY (2025)
 AA2768
 AA2768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 AA2768'WITNESS POST AND UTILITY POLE NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2769 ***********************************************************************
 AA2769  DESIGNATION -  04201
 AA2769  PID         -  AA2769
 AA2769  STATE/COUNTY-  MI/ALPENA
 AA2769  COUNTRY     -  US
 AA2769  USGS QUAD   -  ALPENA (2017)
 AA2769
 AA2769                         *CURRENT SURVEY CONTROL
 AA2769  ______________________________________________________________________
 AA2769* NAD 83(2011) POSITION- 45 00 23.40162(N) 083 27 51.50226(W)   ADJUSTED
 AA2769* NAD 83(2011) ELLIP HT-   141.483 (meters)        (06/27/12)   ADJUSTED
 AA2769* NAD 83(2011) EPOCH   -  2010.00
 AA2769* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) GPS OBS
 AA2769  ______________________________________________________________________
 AA2769  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2769  GEOID HEIGHT    -         -36.11 (meters)                     GEOID93
 AA2769  GEOID HEIGHT    -        -36.398 (meters)                     GEOID18
 AA2769  NAD 83(2011) X  -    514,155.200 (meters)                     COMP
 AA2769  NAD 83(2011) Y  - -4,487,823.543 (meters)                     COMP
 AA2769  NAD 83(2011) Z  -  4,487,959.254 (meters)                     COMP
 AA2769  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 AA2769
 AA2769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2769  Standards:
 AA2769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2769  -------------------------------------------------------------------
 AA2769  NETWORK    2.38   3.27           0.76   1.11   1.67      0.14119061
 AA2769  -------------------------------------------------------------------
 AA2769  Click here for local accuracies and other accuracy information.
 AA2769
 AA2769.The horizontal coordinates were established by GPS observations
 AA2769.and adjusted by the National Geodetic Survey in June 2012.
 AA2769
 AA2769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2769.been affixed to the stable North American tectonic plate. See 
 AA2769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2769
 AA2769.The horizontal coordinates are valid at the epoch date displayed above
 AA2769.which is a decimal equivalence of Year/Month/Day.
 AA2769
 AA2769.The orthometric height was determined by GPS observations and a
 AA2769.high-resolution geoid model.
 AA2769
 AA2769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2769.GEOID18 height accuracy estimate available here.
 AA2769
 AA2769.Click photographs - Photos may exist for this station.
 AA2769
 AA2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2769
 AA2769.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2769
 AA2769.The ellipsoidal height was determined by GPS observations
 AA2769.and is referenced to NAD 83.
 AA2769
 AA2769. The following values were computed from the NAD 83(2011) position.
 AA2769
 AA2769;                    North         East     Units Scale Factor Converg.
 AA2769;SPC MI C     -   188,169.889 6,071,132.588   MT  0.99991331   +0 38 14.8
 AA2769;SPC MI C     -   617,355.28 19,918,414.00   iFT  0.99991331   +0 38 14.8
 AA2769;UTM  17      - 4,986,626.904   305,796.870   MT  1.00006377   -1 44 35.8
 AA2769
 AA2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2769!SPC MI C     -   0.99997782  x   0.99991331  =   0.99989113
 AA2769!UTM  17      -   0.99997782  x   1.00006377  =   1.00004159
 AA2769
 AA2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0579686626(NAD 83)
 AA2769
 AA2769                          SUPERSEDED SURVEY CONTROL
 AA2769
 AA2769  NAD 83(2007)-  45 00 23.40221(N)    083 27 51.50297(W) AD(2002.00) 0
 AA2769  ELLIP H (02/10/07)  141.542  (m)                       GP(2002.00)    
 AA2769  ELLIP H (07/12/02)  141.540  (m)                       GP(       ) 4 1
 AA2769  NAD 83(1994)-  45 00 23.40210(N)    083 27 51.50322(W) AD(       ) 1
 AA2769  ELLIP H (02/03/97)  141.523  (m)                       GP(       ) 4 1
 AA2769  NAD 83(1986)-  45 00 23.39361(N)    083 27 51.50481(W) AD(       ) 1
 AA2769
 AA2769.Superseded values are not recommended for survey control.
 AA2769
 AA2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2769.See file dsdata.pdf to determine how the superseded data were derived.
 AA2769
 AA2769_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2769_STAMPING: 04201 1992
 AA2769_MARK LOGO: MIDT
 AA2769_PROJECTION: FLUSH
 AA2769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2769+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2025
 AA2769
 AA2769  HISTORY     - Date     Condition        Report By
 AA2769  HISTORY     - 1992     MONUMENTED       MIDT
 AA2769  HISTORY     - 19990515 GOOD             USPSQD
 AA2769  HISTORY     - 20050829 GOOD             USPSQD
 AA2769  HISTORY     - 20250102 GOOD             INDIV
 AA2769
 AA2769                          STATION DESCRIPTION
 AA2769
 AA2769'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2769'STATION IS LOCATED IN QUAD 440832 AND ON THE ALPENA QUADRANGLE MAP. IT
 AA2769'IS IN THE SOUTHWEST 1/4 OF SECTION 10, T-30-N, R-8-E, ALPENA TOWNSHIP,
 AA2769'ABOUT 13.25 MILES (21.32 KM) SOUTHEAST OF LACHINE, ABOUT 7.5 MILES
 AA2769'(12.1 KM) NORTH OF OSSINEKE, 3.5 MILES (5.6 KM) SOUTH OF ALPENA, AND
 AA2769'WITHIN UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH FROM THE
 AA2769'INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY BOULEVARD AT THE
 AA2769'SOUTH END OF ALPENA, GO SOUTH ON UNITED STATES HIGHWAY 23 FOR 2.83 MI
 AA2769'(4.55 KM) TO STATION ON LEFT AT EAST-WEST DRIVEWAYS. STATION IS
 AA2769'RECESSED 0.7 FT (21.3 CM) BELOW GROUND SURFACE.  IT IS 90.0 FT (27.4
 AA2769'M) NORTHWEST OF THE MOST NORTHWESTERLY POST OF A BILLBOARD, 49.9 FT
 AA2769'(15.2 M) EAST OF CENTER OF UNITED STATES HIGHWAY 23, 29.4 FT (9.0 M)
 AA2769'EAST OF EAST EDGE BITUMINOUS PAVEMENT (U.S.23), 12 FT (3.7 M) NORTH OF
 AA2769'CENTER OF A GRAVEL DRIVE AND 2.2 FT (0.7 M) WEST OF A METAL WITNESS
 AA2769'POST WITH SIGN.
 AA2769
 AA2769                          STATION RECOVERY (1999)
 AA2769
 AA2769'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2769'RECOVERED IN GOOD CONDITION.
 AA2769
 AA2769                          STATION RECOVERY (2005)
 AA2769
 AA2769'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2769'RECOVERED IN GOOD CONDITION.
 AA2769
 AA2769                          STATION RECOVERY (2025)
 AA2769
 AA2769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 AA2769'THE MARK IS 41.8 FT (12.7 M) NORTH OF THE CENTER OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2770 ***********************************************************************
 AA2770  DESIGNATION -  04203
 AA2770  PID         -  AA2770
 AA2770  STATE/COUNTY-  MI/ALPENA
 AA2770  COUNTRY     -  US
 AA2770  USGS QUAD   -  JEWETT CREEK (2017)
 AA2770
 AA2770                         *CURRENT SURVEY CONTROL
 AA2770  ______________________________________________________________________
 AA2770* NAD 83(2011) POSITION- 45 03 35.04636(N) 083 45 04.81159(W)   ADJUSTED
 AA2770* NAD 83(2011) ELLIP HT-   206.585 (meters)        (06/27/12)   ADJUSTED
 AA2770* NAD 83(2011) EPOCH   -  2010.00
 AA2770* NAVD 88 ORTHO HEIGHT -   242.8   (meters)      797.    (feet) GPS OBS
 AA2770  ______________________________________________________________________
 AA2770  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2770  GEOID HEIGHT    -         -35.97 (meters)                     GEOID93
 AA2770  GEOID HEIGHT    -        -36.277 (meters)                     GEOID18
 AA2770  NAD 83(2011) X  -    491,215.934 (meters)                     COMP
 AA2770  NAD 83(2011) Y  - -4,486,227.703 (meters)                     COMP
 AA2770  NAD 83(2011) Z  -  4,492,186.321 (meters)                     COMP
 AA2770  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AA2770
 AA2770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2770  Standards:
 AA2770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2770  -------------------------------------------------------------------
 AA2770  NETWORK    2.57   3.27           0.81   1.21   1.67      0.06489718
 AA2770  -------------------------------------------------------------------
 AA2770  Click here for local accuracies and other accuracy information.
 AA2770
 AA2770.The horizontal coordinates were established by GPS observations
 AA2770.and adjusted by the National Geodetic Survey in June 2012.
 AA2770
 AA2770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2770.been affixed to the stable North American tectonic plate. See 
 AA2770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2770
 AA2770.The horizontal coordinates are valid at the epoch date displayed above
 AA2770.which is a decimal equivalence of Year/Month/Day.
 AA2770
 AA2770.The orthometric height was determined by GPS observations and a
 AA2770.high-resolution geoid model.
 AA2770
 AA2770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2770.GEOID18 height accuracy estimate available here.
 AA2770
 AA2770.Click photographs - Photos may exist for this station.
 AA2770
 AA2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2770
 AA2770.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2770
 AA2770.The ellipsoidal height was determined by GPS observations
 AA2770.and is referenced to NAD 83.
 AA2770
 AA2770. The following values were computed from the NAD 83(2011) position.
 AA2770
 AA2770;                    North         East     Units Scale Factor Converg.
 AA2770;SPC MI C     -   193,873.614 6,048,461.797   MT  0.99991476   +0 26 04.8
 AA2770;SPC MI C     -   636,068.29 19,844,034.77   iFT  0.99991476   +0 26 04.8
 AA2770;UTM  17      - 4,993,269.220   283,378.096   MT  1.00017703   -1 56 53.8
 AA2770
 AA2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2770!SPC MI C     -   0.99996761  x   0.99991476  =   0.99988237
 AA2770!UTM  17      -   0.99996761  x   1.00017703  =   1.00014464
 AA2770
 AA2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8337893269(NAD 83)
 AA2770
 AA2770                          SUPERSEDED SURVEY CONTROL
 AA2770
 AA2770  NAD 83(2007)-  45 03 35.04701(N)    083 45 04.81235(W) AD(2002.00) 0
 AA2770  ELLIP H (02/10/07)  206.641  (m)                       GP(2002.00)    
 AA2770  ELLIP H (07/12/02)  206.636  (m)                       GP(       ) 4 1
 AA2770  NAD 83(1994)-  45 03 35.04693(N)    083 45 04.81262(W) AD(       ) 1
 AA2770  ELLIP H (02/03/97)  206.621  (m)                       GP(       ) 4 1
 AA2770  NAD 83(1986)-  45 03 35.03867(N)    083 45 04.81115(W) AD(       ) 1
 AA2770
 AA2770.Superseded values are not recommended for survey control.
 AA2770
 AA2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2770.See file dsdata.pdf to determine how the superseded data were derived.
 AA2770
 AA2770_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2770_STAMPING: 04203 1992
 AA2770_MARK LOGO: MIDT
 AA2770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2770+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 AA2770
 AA2770  HISTORY     - Date     Condition        Report By
 AA2770  HISTORY     - 1992     MONUMENTED       MIDT
 AA2770  HISTORY     - 19990803 GOOD             USPSQD
 AA2770  HISTORY     - 20030906 GOOD             WOOLPT
 AA2770
 AA2770                          STATION DESCRIPTION
 AA2770
 AA2770'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2770'STATION IS LOCATED IN QUAD 450833 AND ON THE HILLMAN 15 MINUTE
 AA2770'QUADRANGLE MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 30, T-31-N,
 AA2770'R-6-E, GREEN TOWNSHIP, ABOUT 16 MILES (25.7 KM) WEST OF ALPENA, ABOUT
 AA2770'14.5 MILES (23.3 KM) SOUTHWEST OF POSEN, AND ABOUT 2 MILES (3.2 KM)
 AA2770'SOUTHWEST OF LACHINE ON STATE HIGHWAY M-32 RIGHT-OF-WAY. TO REACH FROM
 AA2770'THE INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-32 IN
 AA2770'FLANDERS, GO WEST ALONG STATE HIGHWAY M-32 FOR 0.2 MILE (0.3 KM) TO
 AA2770'FIELD DRIVE ON LEFT, TURN LEFT GOING SOUTH 100 FT (30.5 M) TO STATION
 AA2770'ON RIGHT. STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT
 AA2770'IS 93.2 FT (28.4 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-32, 84 FT
 AA2770'(25.6 M) EAST-NORTHEAST OF UTILITY POLE, 29.6 FT (9.0 M) WEST OF THE
 AA2770'CENTER OF GRAVEL FIELD DRIVE, AND 1.6 FT (0.5 M) NORTH OF CARSONITE
 AA2770'WITNESS POST.
 AA2770
 AA2770                          STATION RECOVERY (1999)
 AA2770
 AA2770'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2770'RECOVERED IN GOOD CONDITION.
 AA2770
 AA2770                          STATION RECOVERY (2003)
 AA2770
 AA2770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AA2770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5416 ***********************************************************************
 AA5416  DESIGNATION -  04313
 AA5416  PID         -  AA5416
 AA5416  STATE/COUNTY-  MI/OAKLAND
 AA5416  COUNTRY     -  US
 AA5416  USGS QUAD   -  OXFORD (2017)
 AA5416
 AA5416                         *CURRENT SURVEY CONTROL
 AA5416  ______________________________________________________________________
 AA5416* NAD 83(2011) POSITION- 42 47 42.68758(N) 083 19 58.40552(W)   ADJUSTED
 AA5416* NAD 83(2011) ELLIP HT-   280.911 (meters)        (06/27/12)   ADJUSTED
 AA5416* NAD 83(2011) EPOCH   -  2010.00
 AA5416* NAVD 88 ORTHO HEIGHT -   315.3   (meters)     1034.    (feet) GPS OBS
 AA5416  ______________________________________________________________________
 AA5416  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5416  GEOID HEIGHT    -         -34.32 (meters)                     GEOID93
 AA5416  GEOID HEIGHT    -        -34.520 (meters)                     GEOID18
 AA5416  NAD 83(2011) X  -    544,238.564 (meters)                     COMP
 AA5416  NAD 83(2011) Y  - -4,655,946.357 (meters)                     COMP
 AA5416  NAD 83(2011) Z  -  4,311,024.866 (meters)                     COMP
 AA5416  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 AA5416
 AA5416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5416  Standards:
 AA5416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5416  -------------------------------------------------------------------
 AA5416  NETWORK    0.95   1.04           0.43   0.33   0.53      0.15229537
 AA5416  -------------------------------------------------------------------
 AA5416  Click here for local accuracies and other accuracy information.
 AA5416
 AA5416.The horizontal coordinates were established by GPS observations
 AA5416.and adjusted by the National Geodetic Survey in June 2012.
 AA5416
 AA5416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5416.been affixed to the stable North American tectonic plate. See 
 AA5416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5416
 AA5416.The horizontal coordinates are valid at the epoch date displayed above
 AA5416.which is a decimal equivalence of Year/Month/Day.
 AA5416
 AA5416.The orthometric height was determined by GPS observations and a
 AA5416.high-resolution geoid model.
 AA5416
 AA5416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5416.GEOID18 height accuracy estimate available here.
 AA5416
 AA5416.Click photographs - Photos may exist for this station.
 AA5416
 AA5416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5416
 AA5416.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5416
 AA5416.The ellipsoidal height was determined by GPS observations
 AA5416.and is referenced to NAD 83.
 AA5416
 AA5416. The following values were computed from the NAD 83(2011) position.
 AA5416
 AA5416;                    North         East     Units Scale Factor Converg.
 AA5416;SPC MI S     -   144,385.457 4,084,564.653   MT  0.99990810   +0 42 12.7
 AA5416;SPC MI S     -   473,705.57 13,400,802.67   iFT  0.99990810   +0 42 12.7
 AA5416;UTM  17      - 4,740,711.020   309,215.465   MT  1.00004782   -1 35 07.4
 AA5416
 AA5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5416!SPC MI S     -   0.99995595  x   0.99990810  =   0.99986405
 AA5416!UTM  17      -   0.99995595  x   1.00004782  =   1.00000377
 AA5416
 AA5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0921540711(NAD 83)
 AA5416
 AA5416                          SUPERSEDED SURVEY CONTROL
 AA5416
 AA5416  NAD 83(2007)-  42 47 42.68743(N)    083 19 58.40633(W) AD(2002.00) 0
 AA5416  ELLIP H (02/10/07)  280.919  (m)                       GP(2002.00)    
 AA5416  ELLIP H (07/12/02)  280.947  (m)                       GP(       ) 4 1
 AA5416  NAD 83(1994)-  42 47 42.68727(N)    083 19 58.40656(W) AD(       ) 1
 AA5416  ELLIP H (02/03/97)  280.971  (m)                       GP(       ) 4 1
 AA5416  NAD 83(1986)-  42 47 42.69033(N)    083 19 58.43681(W) AD(       ) 1
 AA5416
 AA5416.Superseded values are not recommended for survey control.
 AA5416
 AA5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5416.See file dsdata.pdf to determine how the superseded data were derived.
 AA5416
 AA5416_MARKER: DD = SURVEY DISK
 AA5416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5416_STAMPING: 04313
 AA5416_MARK LOGO: MI-125
 AA5416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5416+STABILITY: SURFACE MOTION
 AA5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5416+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5416
 AA5416  HISTORY     - Date     Condition        Report By
 AA5416  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5416  HISTORY     - 20010815 MARK NOT FOUND   LOCENG
 AA5416  HISTORY     - 20060126 MARK NOT FOUND   INDIV
 AA5416
 AA5416                          STATION DESCRIPTION
 AA5416
 AA5416'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5416'M-24 (LAPEER ROAD) TO DRAHNER ROAD, THENCE WEST 3.3 MILES (5.3 KM)
 AA5416'ALONG DRAHNER ROAD TO COATS ROAD, THENCE SOUTH 0.85 MILES (1.37 KM)
 AA5416'ALONG COATS ROAD TO STANTON ROAD, THENCE WEST 0.9 MILES (1.4 KM) ALONG
 AA5416'STANTON TO BALDWIN ROAD AND THE MONUMENT AT THE NORTHEAST QUADRANT OF
 AA5416'THE INTERSECTION.  THE MONUMENT IS 30 FEET (9.1 M) NORTH OF THE
 AA5416'CENTERLINE OF STANTON ROAD, 36 FEET (11.0 M) EAST OF THE CENTERLINE OF
 AA5416'BALDWIN ROAD, 39.06 FEET (11.91 M) NORTHEAST OF THE SOUTHWEST CORNER
 AA5416'OF SECTION 31 OXFORD TOWNSHIP, 82 FEET (25.0 M) EAST NORTHEAST OF A
 AA5416'TELEPHONE POLE, 66.1 FEET (20.1 M) NORTH NORTHWEST OF THE NORTHWEST
 AA5416'CORNER OF A 1 FOOT (0.3 M) BY 3 FOOT (0.9 M) TELEPHONE BOX, 120.9 FEET
 AA5416'(36.9 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE 595 BALDWIN ROAD,
 AA5416'AND 4 FEET (1.2 M) HIGHER THAN BALDWIN ROAD.
 AA5416
 AA5416                          STATION RECOVERY (2001)
 AA5416
 AA5416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5416'MARK APPARENTLY DESTROYED DUE TO CONSTRUCTION.
 AA5416
 AA5416                          STATION RECOVERY (2006)
 AA5416
 AA5416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5416'DESTROYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5428 ***********************************************************************
 AA5428  DESIGNATION -  05012
 AA5428  PID         -  AA5428
 AA5428  STATE/COUNTY-  MI/OAKLAND
 AA5428  COUNTRY     -  US
 AA5428  USGS QUAD   -  ALMONT (2017)
 AA5428
 AA5428                         *CURRENT SURVEY CONTROL
 AA5428  ______________________________________________________________________
 AA5428* NAD 83(2011) POSITION- 42 52 50.81235(N) 083 06 44.97172(W)   ADJUSTED
 AA5428* NAD 83(2011) ELLIP HT-   263.680 (meters)        (06/27/12)   ADJUSTED
 AA5428* NAD 83(2011) EPOCH   -  2010.00
 AA5428* NAVD 88 ORTHO HEIGHT -   298.4   (meters)      979.    (feet) GPS OBS
 AA5428  ______________________________________________________________________
 AA5428  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5428  GEOID HEIGHT    -         -34.65 (meters)                     GEOID93
 AA5428  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 AA5428  NAD 83(2011) X  -    561,367.590 (meters)                     COMP
 AA5428  NAD 83(2011) Y  - -4,647,387.367 (meters)                     COMP
 AA5428  NAD 83(2011) Z  -  4,317,985.599 (meters)                     COMP
 AA5428  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AA5428
 AA5428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5428  Standards:
 AA5428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5428  -------------------------------------------------------------------
 AA5428  NETWORK    0.89   1.04           0.39   0.33   0.53      0.15195008
 AA5428  -------------------------------------------------------------------
 AA5428  Click here for local accuracies and other accuracy information.
 AA5428
 AA5428.The horizontal coordinates were established by GPS observations
 AA5428.and adjusted by the National Geodetic Survey in June 2012.
 AA5428
 AA5428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5428.been affixed to the stable North American tectonic plate. See 
 AA5428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5428
 AA5428.The horizontal coordinates are valid at the epoch date displayed above
 AA5428.which is a decimal equivalence of Year/Month/Day.
 AA5428
 AA5428.The orthometric height was determined by GPS observations and a
 AA5428.high-resolution geoid model.
 AA5428
 AA5428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5428.GEOID18 height accuracy estimate available here.
 AA5428
 AA5428.Click photographs - Photos may exist for this station.
 AA5428
 AA5428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5428
 AA5428.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5428
 AA5428.The ellipsoidal height was determined by GPS observations
 AA5428.and is referenced to NAD 83.
 AA5428
 AA5428. The following values were computed from the NAD 83(2011) position.
 AA5428
 AA5428;                    North         East     Units Scale Factor Converg.
 AA5428;SPC MI S     -   154,136.669 4,102,450.770   MT  0.99990688   +0 51 12.6
 AA5428;SPC MI S     -   505,697.73 13,459,484.15   iFT  0.99990688   +0 51 12.6
 AA5428;UTM  17      - 4,749,740.602   327,478.767   MT  0.99996617   -1 26 16.3
 AA5428
 AA5428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5428!SPC MI S     -   0.99995865  x   0.99990688  =   0.99986553
 AA5428!UTM  17      -   0.99995865  x   0.99996617  =   0.99992482
 AA5428
 AA5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2747849740(NAD 83)
 AA5428
 AA5428                          SUPERSEDED SURVEY CONTROL
 AA5428
 AA5428  NAD 83(2007)-  42 52 50.81228(N)    083 06 44.97288(W) AD(2002.00) 0
 AA5428  ELLIP H (02/10/07)  263.684  (m)                       GP(2002.00)    
 AA5428  ELLIP H (07/12/02)  263.718  (m)                       GP(       ) 4 1
 AA5428  NAD 83(1994)-  42 52 50.81241(N)    083 06 44.97308(W) AD(       ) 1
 AA5428  ELLIP H (02/03/97)  263.721  (m)                       GP(       ) 4 1
 AA5428  NAD 83(1986)-  42 52 50.81571(N)    083 06 45.00413(W) AD(       ) 1
 AA5428
 AA5428.Superseded values are not recommended for survey control.
 AA5428
 AA5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5428.See file dsdata.pdf to determine how the superseded data were derived.
 AA5428
 AA5428_MARKER: DD = SURVEY DISK
 AA5428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5428_STAMPING: 05012
 AA5428_MARK LOGO: MI-125
 AA5428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5428+STABILITY: SURFACE MOTION
 AA5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5428+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5428
 AA5428  HISTORY     - Date     Condition        Report By
 AA5428  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5428  HISTORY     - 20020601 GOOD             INDIV
 AA5428  HISTORY     - 20060103 GOOD             INDIV
 AA5428
 AA5428                          STATION DESCRIPTION
 AA5428
 AA5428'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5428'M-24 TO OAKWOOD ROAD, THENCE EAST 5.75 MILES (9.25 KM) ALONG OAKWOOD
 AA5428'ROAD TO LAKE GEORGE ROAD, THENCE SOUTH ALONG LAKE GEORGE ROAD 0.4
 AA5428'MILES (0.6 KM) TO LEONARD ROAD, THENCE EAST ALONG LEONARD ROAD 3.65
 AA5428'MILES (5.87 KM) TO SECORD LAKE ROAD, THENCE NORTH 1.05 MILES (1.69 KM)
 AA5428'ALONG SECORD LAKE ROAD TO MCKAIL ROAD AND THE MONUMENT AT THE
 AA5428'NORTHEAST QUADRANT OF THE INTERSECTION. THE MONUMENT IS 34 FEET (10.4
 AA5428'M) NORTH OF THE CENTERLINE OF MCKAIL ROAD, 27 FEET (8.2 M) EAST OF THE
 AA5428'CENTERLINE OF SECORD LAKE ROAD, 61.2 FEET (18.7 M) NORTH NORTHWEST OF
 AA5428'A TELEPHONE POLE, 77.5 FEET (23.6 M) NORTHEAST OF A POWER POLE, 75.8
 AA5428'FEET (23.1 M) NORTH OF A NAIL IN TWIN 18 INCH MAPLE TREE, AND 1 FOOT
 AA5428'(0.3 M) HIGHER THAN SECORD LAKE ROAD.
 AA5428
 AA5428                          STATION RECOVERY (2002)
 AA5428
 AA5428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5428'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5428'FOUND THIS CORNER TO BE GOOD.
 AA5428
 AA5428                          STATION RECOVERY (2006)
 AA5428
 AA5428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0899 ***********************************************************************
 QK0899  DESIGNATION -  05200
 QK0899  PID         -  QK0899
 QK0899  STATE/COUNTY-  MI/ANTRIM
 QK0899  COUNTRY     -  US
 QK0899  USGS QUAD   -  ELMIRA (2017)
 QK0899
 QK0899                         *CURRENT SURVEY CONTROL
 QK0899  ______________________________________________________________________
 QK0899* NAD 83(2011) POSITION- 45 03 58.16099(N) 084 51 54.41241(W)   ADJUSTED
 QK0899* NAD 83(2011) ELLIP HT-   344.196 (meters)        (06/27/12)   ADJUSTED
 QK0899* NAD 83(2011) EPOCH   -  2010.00
 QK0899* NAVD 88 ORTHO HEIGHT -   378.9   (meters)     1243.    (feet) GPS OBS
 QK0899  ______________________________________________________________________
 QK0899  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0899  GEOID HEIGHT    -        -34.330 (meters)                     GEOID93
 QK0899  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 QK0899  NAD 83(2011) X  -    403,883.910 (meters)                     COMP
 QK0899  NAD 83(2011) Y  - -4,494,521.997 (meters)                     COMP
 QK0899  NAD 83(2011) Z  -  4,492,787.760 (meters)                     COMP
 QK0899  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 QK0899
 QK0899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0899  Standards:
 QK0899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0899  -------------------------------------------------------------------
 QK0899  NETWORK    1.11   2.25           0.50   0.40   1.15      0.06781298
 QK0899  -------------------------------------------------------------------
 QK0899  Click here for local accuracies and other accuracy information.
 QK0899
 QK0899.The horizontal coordinates were established by GPS observations
 QK0899.and adjusted by the National Geodetic Survey in June 2012.
 QK0899
 QK0899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0899.been affixed to the stable North American tectonic plate. See 
 QK0899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0899
 QK0899.The horizontal coordinates are valid at the epoch date displayed above
 QK0899.which is a decimal equivalence of Year/Month/Day.
 QK0899
 QK0899.The orthometric height was determined by GPS observations and a
 QK0899.high-resolution geoid model.
 QK0899
 QK0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0899.GEOID18 height accuracy estimate available here.
 QK0899
 QK0899.Click photographs - Photos may exist for this station.
 QK0899
 QK0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0899
 QK0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0899
 QK0899.The ellipsoidal height was determined by GPS observations
 QK0899.and is referenced to NAD 83.
 QK0899
 QK0899. The following values were computed from the NAD 83(2011) position.
 QK0899
 QK0899;                    North         East     Units Scale Factor Converg.
 QK0899;SPC MI C     -   194,523.891 5,960,747.798   MT  0.99991500   -0 21 07.6
 QK0899;SPC MI C     -   638,201.74 19,556,259.18   iFT  0.99991500   -0 21 07.6
 QK0899;UTM  16      - 4,992,516.659   668,067.854   MT  0.99994733   +1 30 42.1
 QK0899
 QK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0899!SPC MI C     -   0.99994604  x   0.99991500  =   0.99986104
 QK0899!UTM  16      -   0.99994604  x   0.99994733  =   0.99989337
 QK0899
 QK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6806792516(NAD 83)
 QK0899
 QK0899                          SUPERSEDED SURVEY CONTROL
 QK0899
 QK0899  NAD 83(2007)-  45 03 58.16193(N)    084 51 54.41468(W) AD(2002.00) 0
 QK0899  ELLIP H (02/10/07)  344.196  (m)                       GP(2002.00)    
 QK0899  ELLIP H (07/17/02)  344.207  (m)                       GP(       ) 4 1
 QK0899  NAD 83(1994)-  45 03 58.16078(N)    084 51 54.41428(W) AD(       ) 1
 QK0899  ELLIP H (02/03/97)  344.211  (m)                       GP(       ) 4 1
 QK0899  NAD 83(1986)-  45 03 58.15499(N)    084 51 54.41700(W) AD(       ) 1
 QK0899
 QK0899.Superseded values are not recommended for survey control.
 QK0899
 QK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0899.See file dsdata.pdf to determine how the superseded data were derived.
 QK0899
 QK0899_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0899_STAMPING: 05200 1991
 QK0899_MARK LOGO: MIDT
 QK0899_PROJECTION: FLUSH
 QK0899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0899+STABILITY: SURFACE MOTION
 QK0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0899+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 QK0899
 QK0899  HISTORY     - Date     Condition        Report By
 QK0899  HISTORY     - 1991     MONUMENTED       MIDT
 QK0899  HISTORY     - 20191011 GOOD             INDIV
 QK0899  HISTORY     - 20230705 GOOD             MIDT
 QK0899
 QK0899                          STATION DESCRIPTION
 QK0899
 QK0899'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0899'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0899'SECTION 24, T-31-N, R-5-W, WARNER TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0899'MAP.  ABOUT 14-3/4 MILES NORTH-NORTHWEST FROM MANCELONA, 9-3/4 MILES
 QK0899'WEST FROM GAYLORD, 7-1/2 MILES SOUTH OF BOYNE FALLS, 0.5 MILES
 QK0899'(0.8 KM) EAST OF ELMIRA AND ON M-32 RIGHT-OF-WAY.
 QK0899'
 QK0899'TO REACH FROM THE JUNCTION OF M-32 AND THE TUSCOLA AND SAGINAW BAY
 QK0899'RAILROAD CROSSING IN ELMIRA, GO EAST ON M-32 FOR 0.55 MILES
 QK0899'(0.89 KM) TO STATION ON THE LEFT AS DESCRIBED.
 QK0899'
 QK0899'STATION IS 46.3 FT (14.1 MT) SOUTH OF CENTER OF M-32, 24.6 FT
 QK0899'(7.5 MT) NORTHEAST FROM A 5-INCH SCOTCH PINE TREE, 22.8 FT (6.9 MT)
 QK0899'NORTHWEST FROM A 5-INCH SCOTCH PINE TREE, 12.2 FT (3.7 MT) SOUTH OF
 QK0899'THE SOUTH LEG OF A NO PASSING ZONE SIGN, AND 2.2 FT (0.7 MT) SOUTH
 QK0899'FROM A METAL WITNESS POST WITH SIGN.
 QK0899
 QK0899                          STATION RECOVERY (2019)
 QK0899
 QK0899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0899'RECOVERED IN GOOD CONDITION.
 QK0899
 QK0899                          STATION RECOVERY (2023)
 QK0899
 QK0899'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0899'ABOUT 1 FT NORTH OF A CARSONITE WITNESS POST AND SOUTHWEST OF THE
 QK0899'SOUTH LEG OF A SPEED LIMIT CHANGE SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0900 ***********************************************************************
 QK0900  DESIGNATION -  05201
 QK0900  PID         -  QK0900
 QK0900  STATE/COUNTY-  MI/ANTRIM
 QK0900  COUNTRY     -  US
 QK0900  USGS QUAD   -  DEADMANS HILL (2017)
 QK0900
 QK0900                         *CURRENT SURVEY CONTROL
 QK0900  ______________________________________________________________________
 QK0900* NAD 83(2011) POSITION- 45 03 59.82483(N) 084 53 11.62629(W)   ADJUSTED
 QK0900* NAD 83(2011) ELLIP HT-   348.633 (meters)        (06/27/12)   ADJUSTED
 QK0900* NAD 83(2011) EPOCH   -  2010.00
 QK0900* NAVD 88 ORTHO HEIGHT -   383.3   (meters)     1258.    (feet) GPS OBS
 QK0900  ______________________________________________________________________
 QK0900  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0900  GEOID HEIGHT    -        -34.310 (meters)                     GEOID93
 QK0900  GEOID HEIGHT    -        -34.742 (meters)                     GEOID18
 QK0900  NAD 83(2011) X  -    402,198.425 (meters)                     COMP
 QK0900  NAD 83(2011) Y  - -4,494,639.776 (meters)                     COMP
 QK0900  NAD 83(2011) Z  -  4,492,827.181 (meters)                     COMP
 QK0900  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 QK0900
 QK0900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0900  Standards:
 QK0900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0900  -------------------------------------------------------------------
 QK0900  NETWORK    2.96   3.72           0.96   1.33   1.90     -0.46453445
 QK0900  -------------------------------------------------------------------
 QK0900  Click here for local accuracies and other accuracy information.
 QK0900
 QK0900.The horizontal coordinates were established by GPS observations
 QK0900.and adjusted by the National Geodetic Survey in June 2012.
 QK0900
 QK0900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0900.been affixed to the stable North American tectonic plate. See 
 QK0900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0900
 QK0900.The horizontal coordinates are valid at the epoch date displayed above
 QK0900.which is a decimal equivalence of Year/Month/Day.
 QK0900
 QK0900.The orthometric height was determined by GPS observations and a
 QK0900.high-resolution geoid model.
 QK0900
 QK0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0900.GEOID18 height accuracy estimate available here.
 QK0900
 QK0900.Click photographs - Photos may exist for this station.
 QK0900
 QK0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0900
 QK0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0900
 QK0900.The ellipsoidal height was determined by GPS observations
 QK0900.and is referenced to NAD 83.
 QK0900
 QK0900. The following values were computed from the NAD 83(2011) position.
 QK0900
 QK0900;                    North         East     Units Scale Factor Converg.
 QK0900;SPC MI C     -   194,585.852 5,959,059.120   MT  0.99991501   -0 22 02.1
 QK0900;SPC MI C     -   638,405.03 19,550,718.90   iFT  0.99991501   -0 22 02.1
 QK0900;UTM  16      - 4,992,523.666   666,378.007   MT  0.99994038   +1 29 47.4
 QK0900
 QK0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0900!SPC MI C     -   0.99994534  x   0.99991501  =   0.99986036
 QK0900!UTM  16      -   0.99994534  x   0.99994038  =   0.99988573
 QK0900
 QK0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6637892523(NAD 83)
 QK0900
 QK0900                          SUPERSEDED SURVEY CONTROL
 QK0900
 QK0900  NAD 83(2007)-  45 03 59.82576(N)    084 53 11.62855(W) AD(2002.00) 0
 QK0900  ELLIP H (02/10/07)  348.632  (m)                       GP(2002.00)    
 QK0900  ELLIP H (07/17/02)  348.638  (m)                       GP(       ) 4 1
 QK0900  NAD 83(1994)-  45 03 59.82463(N)    084 53 11.62824(W) AD(       ) 1
 QK0900  ELLIP H (02/03/97)  348.644  (m)                       GP(       ) 4 1
 QK0900  NAD 83(1986)-  45 03 59.81883(N)    084 53 11.63112(W) AD(       ) 1
 QK0900
 QK0900.Superseded values are not recommended for survey control.
 QK0900
 QK0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0900.See file dsdata.pdf to determine how the superseded data were derived.
 QK0900
 QK0900_MARKER: A = ALUMINUM MARKER
 QK0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0900_STAMPING: 05201 1991
 QK0900_MARK LOGO: MIDT
 QK0900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0900+STABILITY: SURFACE MOTION
 QK0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0900+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0900
 QK0900  HISTORY     - Date     Condition        Report By
 QK0900  HISTORY     - 1991     MONUMENTED       MIDT
 QK0900
 QK0900                          STATION DESCRIPTION
 QK0900
 QK0900'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0900'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0900'SECTION 23, T-31-N, R-5-W, WARNER TOWNSHIP, AND ON DEADMANS HILL
 QK0900'QUADRANGLE MAP.  ABOUT 14-1/4 MILES NORTHWEST FROM MANCELONA, 10-3/4
 QK0900'MILES WEST FROM GAYLORD, 7 MILES (11.3 KM) SOUTH OF BOYNE FALLS, 1.6
 QK0900'MILES (2.6 KM) EAST OF ELMIRA AND ON M-32 RIGHT-OF-WAY.
 QK0900'
 QK0900'TO REACH FROM THE JUNCTION OF M-32 AND THE TUSCOLA AND SAGINAW BAY
 QK0900'RAILROAD CROSSING IN ELMIRA, GO EAST ON M-32 FOR 1.65 MILES
 QK0900'(2.66 KM) TO STATION ON THE RIGHT AS DESCRIBED.
 QK0900'
 QK0900'STATION IS 36.0 FT (11.0 MT) NORTH OF CENTER OF M-32, 3.0 FT (0.9 MT)
 QK0900'SOUTH FROM A UTILITY POLE AND 2.5 FT (0.8 MT) NORTH FROM A METAL
 QK0900'WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0591 ***********************************************************************
 PL0591  DESIGNATION -  05202
 PL0591  PID         -  PL0591
 PL0591  STATE/COUNTY-  MI/ANTRIM
 PL0591  COUNTRY     -  US
 PL0591  USGS QUAD   -  ALBA (2017)
 PL0591
 PL0591                         *CURRENT SURVEY CONTROL
 PL0591  ______________________________________________________________________
 PL0591* NAD 83(2011) POSITION- 44 57 54.99331(N) 084 59 03.91560(W)   NO CHECK
 PL0591* NAD 83(2011) ELLIP HT-   323.461 (meters)        (06/27/12)   NO CHECK
 PL0591* NAD 83(2011) EPOCH   -  2010.00
 PL0591* NAVD 88 ORTHO HEIGHT -   357.9   (meters)     1174.    (feet) GPS OBS
 PL0591  ______________________________________________________________________
 PL0591  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0591  GEOID HEIGHT    -        -33.960 (meters)                     GEOID93
 PL0591  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 PL0591  NAD 83(2011) X  -    395,216.150 (meters)                     COMP
 PL0591  NAD 83(2011) Y  - -4,503,238.249 (meters)                     COMP
 PL0591  NAD 83(2011) Z  -  4,484,847.484 (meters)                     COMP
 PL0591  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 PL0591
 PL0591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0591  Standards:
 PL0591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0591  -------------------------------------------------------------------
 PL0591  NETWORK    4.27   5.43           1.31   1.95   2.77     -0.47965653
 PL0591  -------------------------------------------------------------------
 PL0591  Click here for local accuracies and other accuracy information.
 PL0591
 PL0591.The horizontal coordinates were established by GPS observations
 PL0591.and adjusted by the National Geodetic Survey in June 2012.
 PL0591
 PL0591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0591.been affixed to the stable North American tectonic plate. See 
 PL0591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0591
 PL0591.The horizontal coordinates are valid at the epoch date displayed above
 PL0591.which is a decimal equivalence of Year/Month/Day.
 PL0591
 PL0591.No horizontal observational check was made to the station.
 PL0591
 PL0591.The orthometric height was determined by GPS observations and a
 PL0591.high-resolution geoid model.
 PL0591
 PL0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0591.GEOID18 height accuracy estimate available here.
 PL0591
 PL0591.Click photographs - Photos may exist for this station.
 PL0591
 PL0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0591
 PL0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0591
 PL0591.The ellipsoidal height was determined by GPS observations
 PL0591.and is referenced to NAD 83.
 PL0591
 PL0591. The following values were computed from the NAD 83(2011) position.
 PL0591
 PL0591;                    North         East     Units Scale Factor Converg.
 PL0591;SPC MI C     -   183,378.837 5,951,267.337   MT  0.99991278   -0 26 11.0
 PL0591;SPC MI C     -   601,636.60 19,525,155.31   iFT  0.99991278   -0 26 11.0
 PL0591;UTM  16      - 4,981,069.211   658,954.469   MT  0.99991069   +1 25 28.8
 PL0591
 PL0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0591!SPC MI C     -   0.99994929  x   0.99991278  =   0.99986207
 PL0591!UTM  16      -   0.99994929  x   0.99991069  =   0.99985998
 PL0591
 PL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5895481069(NAD 83)
 PL0591
 PL0591                          SUPERSEDED SURVEY CONTROL
 PL0591
 PL0591  NAD 83(2007)-  44 57 54.99358(N)    084 59 03.91659(W) AD(2002.00) 0
 PL0591  ELLIP H (02/10/07)  323.479  (m)                       GP(2002.00)    
 PL0591  ELLIP H (07/17/02)  323.477  (m)                       GP(       ) 4 1
 PL0591  NAD 83(1994)-  44 57 54.99360(N)    084 59 03.91698(W) AD(       ) 1
 PL0591  ELLIP H (02/03/97)  323.514  (m)                       GP(       ) 4 1
 PL0591  NAD 83(1986)-  44 57 54.98648(N)    084 59 03.92302(W) AD(       ) 1
 PL0591
 PL0591.Superseded values are not recommended for survey control.
 PL0591
 PL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0591.See file dsdata.pdf to determine how the superseded data were derived.
 PL0591
 PL0591_MARKER: A = ALUMINUM MARKER
 PL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0591_STAMPING: 05202 1991
 PL0591_MARK LOGO: MIDT
 PL0591_PROJECTION: FLUSH
 PL0591_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0591+STABILITY: SURFACE MOTION
 PL0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0591+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 PL0591
 PL0591  HISTORY     - Date     Condition        Report By
 PL0591  HISTORY     - 1991     MONUMENTED       MIDT
 PL0591  HISTORY     - 20190717 GOOD             GOUFRA
 PL0591  HISTORY     - 20230712 GOOD             WILWRK
 PL0591
 PL0591                          STATION DESCRIPTION
 PL0591
 PL0591'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 PL0591'STATION IS LOCATED IN QUAD. 440851.  IT IS IN THE SOUTHWEST 1/4 OF
 PL0591'SECTION 25, T-31-N, R-6-W, CHESTONIA TOWNSHIP, AND ON THE ALBA
 PL0591'QUADRANGLE MAP.  ABOUT 15-3/4 MILES SOUTHWEST FROM GAYLORD, 14-1/4
 PL0591'MILES SOUTH OF BOYNE FALLS, 5-3/4 MILES NORTHEAST FROM MANCELONA AND
 PL0591'ON U.S. HIGHWAY 131 RIGHT-OF-WAY.
 PL0591'
 PL0591'TO REACH FROM ALBA AT THE INTERSECTION OF U.S. HIGHWAY 131 AND ALBA
 PL0591'HIGHWAY, (COUNTY ROAD C-42), GO SOUTHWEST ON HIGHWAY 131 FOR 0.8 MI
 PL0591'(1.3 KM)  TO KREGULA ROAD, T-INTERSECTION EAST.  TURN LEFT AND GO
 PL0591'EAST ABOUT 80 FEET (24.4 MT) TO OLD HIGHWAY 131 ROAD GRADE.  TURN
 PL0591'RIGHT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)  TO STATION ON LEFT AS
 PL0591'DESCRIBED.
 PL0591'
 PL0591'STATION IS 111 FT (33.8 MT) SOUTHEAST FROM THE CENTER OF HIGHWAY 131,
 PL0591'66 FT (20.1 MT) NORHTWEST FROM THE WEST RAIL OF THE TUSCOLA AND
 PL0591'SAGINAW BAY RAILROAD, 49.5 FT (15.1 MT) SOUTHWEST FROM A UTILITY
 PL0591'POLE, AND 3.0 FT (0.9 MT) NORTH FROM A METAL WITNESS POST WITH SIGN.
 PL0591
 PL0591                          STATION RECOVERY (2019)
 PL0591
 PL0591'RECOVERY NOTE BY GOURDIE FRASER INC. 2019 (AJM)
 PL0591'RECOVERED IN GOOD CONDITION.
 PL0591
 PL0591                          STATION RECOVERY (2023)
 PL0591
 PL0591'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 PL0591'WITNESS POST IS GONE. MARK IS 49.5 FT SW OF 4TH UTIL POLE S OF
 PL0591'KREGULKA (AKA KREGULA) RD. MARK IS 7 FT E OF CENTERLINE OLD ROAD BERM,
 PL0591'15 FT W OF CENTERLINE DITCH, 66 FT W OF WEST RAIL, 130 FT W OF W END
 PL0591'BILLBOARD, AND 105 FT E OF E EDGE US-131 PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0592 ***********************************************************************
 PL0592  DESIGNATION -  05203
 PL0592  PID         -  PL0592
 PL0592  STATE/COUNTY-  MI/ANTRIM
 PL0592  COUNTRY     -  US
 PL0592  USGS QUAD   -  MANCELONA (2017)
 PL0592
 PL0592                         *CURRENT SURVEY CONTROL
 PL0592  ______________________________________________________________________
 PL0592* NAD 83(2011) POSITION- 44 57 14.85859(N) 085 00 03.13049(W)   ADJUSTED
 PL0592* NAD 83(2011) ELLIP HT-   321.083 (meters)        (06/27/12)   ADJUSTED
 PL0592* NAD 83(2011) EPOCH   -  2010.00
 PL0592* NAVD 88 ORTHO HEIGHT -   355.4   (meters)     1166.    (feet) GPS OBS
 PL0592  ______________________________________________________________________
 PL0592  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0592  GEOID HEIGHT    -        -33.920 (meters)                     GEOID93
 PL0592  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 PL0592  NAD 83(2011) X  -    393,999.480 (meters)                     COMP
 PL0592  NAD 83(2011) Y  - -4,504,222.013 (meters)                     COMP
 PL0592  NAD 83(2011) Z  -  4,483,969.075 (meters)                     COMP
 PL0592  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 PL0592
 PL0592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0592  Standards:
 PL0592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0592  -------------------------------------------------------------------
 PL0592  NETWORK    4.23   5.35           1.28   1.94   2.73     -0.48981101
 PL0592  -------------------------------------------------------------------
 PL0592  Click here for local accuracies and other accuracy information.
 PL0592
 PL0592.The horizontal coordinates were established by GPS observations
 PL0592.and adjusted by the National Geodetic Survey in June 2012.
 PL0592
 PL0592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0592.been affixed to the stable North American tectonic plate. See 
 PL0592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0592
 PL0592.The horizontal coordinates are valid at the epoch date displayed above
 PL0592.which is a decimal equivalence of Year/Month/Day.
 PL0592
 PL0592.The orthometric height was determined by GPS observations and a
 PL0592.high-resolution geoid model.
 PL0592
 PL0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0592.GEOID18 height accuracy estimate available here.
 PL0592
 PL0592.Click photographs - Photos may exist for this station.
 PL0592
 PL0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0592
 PL0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0592
 PL0592.The ellipsoidal height was determined by GPS observations
 PL0592.and is referenced to NAD 83.
 PL0592
 PL0592. The following values were computed from the NAD 83(2011) position.
 PL0592
 PL0592;                    North         East     Units Scale Factor Converg.
 PL0592;SPC MI C     -   182,150.050 5,949,960.100   MT  0.99991272   -0 26 52.8
 PL0592;SPC MI C     -   597,605.15 19,520,866.47   iFT  0.99991272   -0 26 52.8
 PL0592;UTM  16      - 4,979,798.627   657,687.830   MT  0.99990576   +1 24 45.9
 PL0592
 PL0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0592!SPC MI C     -   0.99994966  x   0.99991272  =   0.99986239
 PL0592!UTM  16      -   0.99994966  x   0.99990576  =   0.99985543
 PL0592
 PL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5768779798(NAD 83)
 PL0592
 PL0592                          SUPERSEDED SURVEY CONTROL
 PL0592
 PL0592  NAD 83(2007)-  44 57 14.85885(N)    085 00 03.13148(W) AD(2002.00) 0
 PL0592  ELLIP H (02/10/07)  321.100  (m)                       GP(2002.00)    
 PL0592  ELLIP H (07/17/02)  321.099  (m)                       GP(       ) 4 1
 PL0592  NAD 83(1994)-  44 57 14.85889(N)    085 00 03.13187(W) AD(       ) 1
 PL0592  ELLIP H (02/03/97)  321.136  (m)                       GP(       ) 4 1
 PL0592  NAD 83(1986)-  44 57 14.85176(N)    085 00 03.13791(W) AD(       ) 1
 PL0592
 PL0592.Superseded values are not recommended for survey control.
 PL0592
 PL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0592.See file dsdata.pdf to determine how the superseded data were derived.
 PL0592
 PL0592_MARKER: A = ALUMINUM MARKER
 PL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0592_STAMPING: 05203 1991
 PL0592_MARK LOGO: MIDT
 PL0592_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0592+STABILITY: SURFACE MOTION
 PL0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0592+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 PL0592
 PL0592  HISTORY     - Date     Condition        Report By
 PL0592  HISTORY     - 1991     MONUMENTED       MIDT
 PL0592  HISTORY     - 20010715 GOOD             MIDH
 PL0592  HISTORY     - 20190723 GOOD             GOUFRA
 PL0592
 PL0592                          STATION DESCRIPTION
 PL0592
 PL0592'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 PL0592'STATION IS LOCATED IN QUAD. 440851.  IT IS IN THE SOUTHWEST 1/4 OF
 PL0592'SECTION 35, T-30-N, R-6-W, CHESTONIA TOWNSHIP, AND ON THE WESTWOOD
 PL0592'QUADRANGLE MAP.  ABOUT 16-3/4 MILES SOUTHWEST FROM GAYLORD, 15-1/4
 PL0592'MILES SOUTH OF BOYNE FALLS, 5-3/4 MILES NORTHEAST FROM MANCELONA AND
 PL0592'ON U.S. HIGHWAY 131 RIGHT-OF-WAY.
 PL0592'
 PL0592'TO REACH FROM ALBA AT THE INTERSECTION OF U.S. HIGHWAY 131 AND ALBA
 PL0592'HIGHWAY, (COUNTY ROAD C-42), GO SOUTHWEST ON HIGHWAY 131 FOR 2.05 MI
 PL0592'(3.30 KM)  TO THE DRIVEWAY OF GLENN PENNY, 5301 U.S. HIGHWAY 131 ON
 PL0592'LEFT.  ENTER DRIVEWAY AND GO EAST FOR ABOUT 80 FEET (24.4 MT) TO THE
 PL0592'OLD HIGHWAY 131 ROAD GRADE.  TURN RIGHT AND GO SOUTHWEST FOR ABOUT
 PL0592'200 FEET (61.0 MT) TO STATION ON LEFT AS DESCRIBED.
 PL0592'
 PL0592'STATION IS 116 FT (35.4 MT) SOUTHEAST FROM THE CENTER OF HIGHWAY 131,
 PL0592'68 FT (20.7 MT) SOUTHWEST FROM A UTILITY POLE, 66 FT (20.1 MT)
 PL0592'NORTHWEST FROM THE WEST RAIL OF THE TUSCOLA AND SAGINAW BAY RAILROAD
 PL0592'AND 3.0 FT (0.9 MT) NORTHEAST FROM A METAL WITNESS POST AND SIGN.
 PL0592
 PL0592                          STATION RECOVERY (2001)
 PL0592
 PL0592'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2001 (BGS)
 PL0592'RECOVERED AS DESCRIBED
 PL0592
 PL0592                          STATION RECOVERY (2019)
 PL0592
 PL0592'RECOVERY NOTE BY GOURDIE FRASER INC. 2019 (AJM)
 PL0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5417 ***********************************************************************
 AA5417  DESIGNATION -  05313
 AA5417  PID         -  AA5417
 AA5417  STATE/COUNTY-  MI/OAKLAND
 AA5417  COUNTRY     -  US
 AA5417  USGS QUAD   -  LAKE ORION (2017)
 AA5417
 AA5417                         *CURRENT SURVEY CONTROL
 AA5417  ______________________________________________________________________
 AA5417* NAD 83(2011) POSITION- 42 48 01.42147(N) 083 13 02.20183(W)   ADJUSTED
 AA5417* NAD 83(2011) ELLIP HT-   294.801 (meters)        (06/27/12)   ADJUSTED
 AA5417* NAD 83(2011) EPOCH   -  2010.00
 AA5417* NAVD 88 ORTHO HEIGHT -   329.4   (meters)     1081.    (feet) GPS OBS
 AA5417  ______________________________________________________________________
 AA5417  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5417  GEOID HEIGHT    -         -34.52 (meters)                     GEOID93
 AA5417  GEOID HEIGHT    -        -34.724 (meters)                     GEOID18
 AA5417  NAD 83(2011) X  -    553,587.090 (meters)                     COMP
 AA5417  NAD 83(2011) Y  - -4,654,458.797 (meters)                     COMP
 AA5417  NAD 83(2011) Z  -  4,311,458.499 (meters)                     COMP
 AA5417  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 AA5417
 AA5417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5417  Standards:
 AA5417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5417  -------------------------------------------------------------------
 AA5417  NETWORK    0.77   0.84           0.34   0.29   0.43     -0.04629539
 AA5417  -------------------------------------------------------------------
 AA5417  Click here for local accuracies and other accuracy information.
 AA5417
 AA5417.The horizontal coordinates were established by GPS observations
 AA5417.and adjusted by the National Geodetic Survey in June 2012.
 AA5417
 AA5417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5417.been affixed to the stable North American tectonic plate. See 
 AA5417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5417
 AA5417.The horizontal coordinates are valid at the epoch date displayed above
 AA5417.which is a decimal equivalence of Year/Month/Day.
 AA5417
 AA5417.The orthometric height was determined by GPS observations and a
 AA5417.high-resolution geoid model.
 AA5417
 AA5417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5417.GEOID18 height accuracy estimate available here.
 AA5417
 AA5417.Click photographs - Photos may exist for this station.
 AA5417
 AA5417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5417
 AA5417.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5417
 AA5417.The ellipsoidal height was determined by GPS observations
 AA5417.and is referenced to NAD 83.
 AA5417
 AA5417. The following values were computed from the NAD 83(2011) position.
 AA5417
 AA5417;                    North         East     Units Scale Factor Converg.
 AA5417;SPC MI S     -   145,086.055 4,094,013.473   MT  0.99990796   +0 46 55.9
 AA5417;SPC MI S     -   476,004.12 13,431,802.73   iFT  0.99990796   +0 46 55.9
 AA5417;UTM  17      - 4,741,033.710   318,685.845   MT  1.00000446   -1 30 25.0
 AA5417
 AA5417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5417!SPC MI S     -   0.99995377  x   0.99990796  =   0.99986173
 AA5417!UTM  17      -   0.99995377  x   1.00000446  =   0.99995823
 AA5417
 AA5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1868541033(NAD 83)
 AA5417
 AA5417                          SUPERSEDED SURVEY CONTROL
 AA5417
 AA5417  NAD 83(2007)-  42 48 01.42134(N)    083 13 02.20284(W) AD(2002.00) 0
 AA5417  ELLIP H (02/10/07)  294.805  (m)                       GP(2002.00)    
 AA5417  ELLIP H (07/12/02)  294.839  (m)                       GP(       ) 4 1
 AA5417  NAD 83(1994)-  42 48 01.42143(N)    083 13 02.20308(W) AD(       ) 1
 AA5417  ELLIP H (02/03/97)  294.849  (m)                       GP(       ) 4 1
 AA5417  NAD 83(1986)-  42 48 01.42467(N)    083 13 02.23384(W) AD(       ) 1
 AA5417
 AA5417.Superseded values are not recommended for survey control.
 AA5417
 AA5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5417.See file dsdata.pdf to determine how the superseded data were derived.
 AA5417
 AA5417_MARKER: DD = SURVEY DISK
 AA5417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5417_STAMPING: 05313
 AA5417_MARK LOGO: MI-125
 AA5417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5417+STABILITY: SURFACE MOTION
 AA5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5417+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 AA5417
 AA5417  HISTORY     - Date     Condition        Report By
 AA5417  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5417  HISTORY     - 20020601 GOOD             INDIV
 AA5417  HISTORY     - 20030508 GOOD             GEOCAC
 AA5417  HISTORY     - 20060103 GOOD             INDIV
 AA5417
 AA5417                          STATION DESCRIPTION
 AA5417
 AA5417'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5417'M-24 TO INDIAN LAKE ROAD, THENCE EAST 1.5 MILES (2.4 KM) ALONG INDIAN
 AA5417'LAKE ROAD TO BARR ROAD, THENCE NORTH 0.15 MILES (0.24 KM) ALONG BARR
 AA5417'ROAD TO CHEYENNE COURT.  THE MONUMENT IS 70 FEET (21.3 M) EAST OF
 AA5417'CENTERLINE OF BARR ROAD, 29 FEET (8.8 M) NORTH OF CENTERLINE OF
 AA5417'CHEYENNE COURT, 164.8 FEET (50.2 M) EAST OF THE SOUTHEAST CORNER OF A
 AA5417'BRICK GARAGE AT HOUSE 1850 BARR ROAD, 105.5 FEET (32.2 M) EAST
 AA5417'NORTHEAST OF A 36 INCH OAK TREE, 97.5 FEET (29.7 M) SOUTH SOUTHEAST OF
 AA5417'AN 18 INCH MAPLE TREE, 111.1 FEET (33.9 M) NORTHWEST OF THE NORTHWEST
 AA5417'CORNER OF A DETROIT EDISON BOX, AND 2 FEET (0.6 M) HIGHER THAN
 AA5417'CHEYENNE COURT.
 AA5417
 AA5417                          STATION RECOVERY (2002)
 AA5417
 AA5417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5417'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5417'FOUND THIS CORNER TO BE GOOD.
 AA5417
 AA5417                          STATION RECOVERY (2003)
 AA5417
 AA5417'RECOVERY NOTE BY GEOCACHING 2003 (LDR)
 AA5417'TOP OF MONUMENT POST IS FLUSH WITH GROUND LEVEL.  GROUND AT THIS POINT
 AA5417'IS
 AA5417'APPROX 2 FEET HIGHER THAN ADJACENT ROADWAY.
 AA5417
 AA5417                          STATION RECOVERY (2006)
 AA5417
 AA5417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2299 ***********************************************************************
 AB2299  DESIGNATION -  06003
 AB2299  PID         -  AB2299
 AB2299  STATE/COUNTY-  MI/ARENAC
 AB2299  COUNTRY     -  US
 AB2299  USGS QUAD   -  STANDISH (2017)
 AB2299
 AB2299                         *CURRENT SURVEY CONTROL
 AB2299  ______________________________________________________________________
 AB2299* NAD 83(2011) POSITION- 43 57 02.05938(N) 083 58 01.30343(W)   ADJUSTED
 AB2299* NAD 83(2011) ELLIP HT-   158.935 (meters)        (06/27/12)   ADJUSTED
 AB2299* NAD 83(2011) EPOCH   -  2010.00
 AB2299* NAVD 88 ORTHO HEIGHT -   193.9   (meters)      636.    (feet) GPS OBS
 AB2299  ______________________________________________________________________
 AB2299  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2299  GEOID HEIGHT    -         -34.68 (meters)                     GEOID93
 AB2299  GEOID HEIGHT    -        -34.989 (meters)                     GEOID18
 AB2299  NAD 83(2011) X  -    483,400.830 (meters)                     COMP
 AB2299  NAD 83(2011) Y  - -4,573,930.720 (meters)                     COMP
 AB2299  NAD 83(2011) Z  -  4,404,249.641 (meters)                     COMP
 AB2299  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AB2299
 AB2299  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2299  Standards:
 AB2299         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2299            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2299  -------------------------------------------------------------------
 AB2299  NETWORK    0.52   0.98           0.24   0.18   0.50     -0.04723760
 AB2299  -------------------------------------------------------------------
 AB2299  Click here for local accuracies and other accuracy information.
 AB2299
 AB2299.The horizontal coordinates were established by GPS observations
 AB2299.and adjusted by the National Geodetic Survey in June 2012.
 AB2299
 AB2299.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2299.been affixed to the stable North American tectonic plate. See 
 AB2299.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2299
 AB2299.The horizontal coordinates are valid at the epoch date displayed above
 AB2299.which is a decimal equivalence of Year/Month/Day.
 AB2299
 AB2299.The orthometric height was determined by GPS observations and a
 AB2299.high-resolution geoid model.
 AB2299
 AB2299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2299.GEOID18 height accuracy estimate available here.
 AB2299
 AB2299.Click photographs - Photos may exist for this station.
 AB2299
 AB2299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2299
 AB2299.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2299
 AB2299.The ellipsoidal height was determined by GPS observations
 AB2299.and is referenced to NAD 83.
 AB2299
 AB2299. The following values were computed from the NAD 83(2011) position.
 AB2299
 AB2299;                    North         East     Units Scale Factor Converg.
 AB2299;SPC MI C     -    70,521.558 6,032,081.878   MT  1.00006146   +0 16 56.3
 AB2299;SPC MI C     -   231,369.94 19,790,294.88   iFT  1.00006146   +0 16 56.3
 AB2299;UTM  17      - 4,870,663.314   261,919.668   MT  1.00029721   -2 03 36.7
 AB2299;UTM  16      - 4,870,855.784   743,371.877   MT  1.00032855   +2 06 21.7
 AB2299
 AB2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2299!SPC MI C     -   0.99997508  x   1.00006146  =   1.00003654
 AB2299!UTM  17      -   0.99997508  x   1.00029721  =   1.00027228
 AB2299!UTM  16      -   0.99997508  x   1.00032855  =   1.00030362
 AB2299
 AB2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6191970663(NAD 83)
 AB2299
 AB2299                          SUPERSEDED SURVEY CONTROL
 AB2299
 AB2299  NAD 83(2007)-  43 57 02.06030(N)    083 58 01.30352(W) AD(2002.00) 0
 AB2299  ELLIP H (02/10/07)  159.024  (m)                       GP(2002.00)    
 AB2299  ELLIP H (07/12/02)  158.984  (m)                       GP(       ) 4 1
 AB2299  NAD 83(1994)-  43 57 02.05998(N)    083 58 01.30384(W) AD(       ) 1
 AB2299  ELLIP H (02/03/97)  158.999  (m)                       GP(       ) 4 1
 AB2299  NAD 83(1986)-  43 57 02.05017(N)    083 58 01.31618(W) AD(       ) 1
 AB2299
 AB2299.Superseded values are not recommended for survey control.
 AB2299
 AB2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2299.See file dsdata.pdf to determine how the superseded data were derived.
 AB2299
 AB2299_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2299_STAMPING: 06003
 AB2299_MARK LOGO: MIDT
 AB2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2299+STABILITY: SURFACE MOTION
 AB2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2299+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 AB2299
 AB2299  HISTORY     - Date     Condition        Report By
 AB2299  HISTORY     - 1980     MONUMENTED       MIDT
 AB2299  HISTORY     - 20011011 GOOD             USPSQD
 AB2299  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 AB2299
 AB2299                          STATION DESCRIPTION
 AB2299
 AB2299'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2299'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2299'IT IS IN THE NORTHEAST 1/4 OF SECTION 22, T-18-N, R-4-E, STANDISH
 AB2299'TOWNSHIP.  ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF STANDISH, 8.6 MI (13.8
 AB2299'KM) SOUTHWEST OF OMER, AND 5.0 MI (8.0 KM) SOUTHEAST OF STERLING.  TO
 AB2299'REACH FROM THE INTERSECTION OF STATE HIGHWAY M-61 AND US HIGHWAY 23 IN
 AB2299'STANDISH, GO SOUTH ALONG US HIGHWAY 23 FOR 2.0 MI (3.2 KM) TO WHERE US
 AB2299'HIGHWAY 23 TURNS WEST AND STATE HIGHWAY M-13 BEGINS.  CONTINUE SOUTH
 AB2299'ON STATE HIGHWAY M-13 TO THE STATION ON THE RIGHT AS DESCRIBED.
 AB2299'STATION IS IN THE NORTHWEST QUADRANT OF STATE HIGHWAY M-13 AND THE
 AB2299'NORTHBOUND US HIGHWAY 23 OVERPASS.  STATION IS 2.0 FT (0.6 M) NORTH
 AB2299'FROM BACK OF CURB, 10.6 FT (3.2 M) EAST FROM DOWNSPOUT DRAINAGE
 AB2299'STRUCTURE, 86.5 FT (26.4 M) WEST FROM THE CENTER OF STATE HIGHWAY
 AB2299'M-13, 49.1 FT (15.0 M) FROM A UTILITY POLE AND 4.8 FT (1.5 M) FROM A
 AB2299'METAL WITNESS POST WITH SIGN.
 AB2299
 AB2299                          STATION RECOVERY (2001)
 AB2299
 AB2299'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2299'RECOVERED IN GOOD CONDITION.
 AB2299
 AB2299                          STATION RECOVERY (2005)
 AB2299
 AB2299'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2299'THERE IS NO WITNESS POST IN THE AREA DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2290 ***********************************************************************
 AB2290  DESIGNATION -  06200
 AB2290  PID         -  AB2290
 AB2290  STATE/COUNTY-  MI/ARENAC
 AB2290  COUNTRY     -  US
 AB2290  USGS QUAD   -  STANDISH (2017)
 AB2290
 AB2290                         *CURRENT SURVEY CONTROL
 AB2290  ______________________________________________________________________
 AB2290* NAD 83(2011) POSITION- 43 56 57.81868(N) 083 59 15.99209(W)   ADJUSTED
 AB2290* NAD 83(2011) ELLIP HT-   155.453 (meters)        (06/27/12)   ADJUSTED
 AB2290* NAD 83(2011) EPOCH   -  2010.00
 AB2290* NAVD 88 ORTHO HEIGHT -   190.4   (meters)      625.    (feet) GPS OBS
 AB2290  ______________________________________________________________________
 AB2290  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2290  GEOID HEIGHT    -         -34.66 (meters)                     GEOID93
 AB2290  GEOID HEIGHT    -        -34.975 (meters)                     GEOID18
 AB2290  NAD 83(2011) X  -    481,753.826 (meters)                     COMP
 AB2290  NAD 83(2011) Y  - -4,574,193.309 (meters)                     COMP
 AB2290  NAD 83(2011) Z  -  4,404,152.991 (meters)                     COMP
 AB2290  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AB2290
 AB2290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2290  Standards:
 AB2290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2290  -------------------------------------------------------------------
 AB2290  NETWORK    0.53   1.00           0.24   0.19   0.51     -0.04955466
 AB2290  -------------------------------------------------------------------
 AB2290  Click here for local accuracies and other accuracy information.
 AB2290
 AB2290.The horizontal coordinates were established by GPS observations
 AB2290.and adjusted by the National Geodetic Survey in June 2012.
 AB2290
 AB2290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2290.been affixed to the stable North American tectonic plate. See 
 AB2290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2290
 AB2290.The horizontal coordinates are valid at the epoch date displayed above
 AB2290.which is a decimal equivalence of Year/Month/Day.
 AB2290
 AB2290.The orthometric height was determined by GPS observations and a
 AB2290.high-resolution geoid model.
 AB2290
 AB2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2290.GEOID18 height accuracy estimate available here.
 AB2290
 AB2290.Click photographs - Photos may exist for this station.
 AB2290
 AB2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2290
 AB2290.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2290
 AB2290.The ellipsoidal height was determined by GPS observations
 AB2290.and is referenced to NAD 83.
 AB2290
 AB2290. The following values were computed from the NAD 83(2011) position.
 AB2290
 AB2290;                    North         East     Units Scale Factor Converg.
 AB2290;SPC MI C     -    70,382.672 6,030,416.999   MT  1.00006182   +0 16 03.5
 AB2290;SPC MI C     -   230,914.28 19,784,832.67   iFT  1.00006182   +0 16 03.5
 AB2290;UTM  17      - 4,870,592.572   260,250.103   MT  1.00030702   -2 04 28.4
 AB2290;UTM  16      - 4,870,663.932   741,711.828   MT  1.00031864   +2 05 29.6
 AB2290
 AB2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2290!SPC MI C     -   0.99997562  x   1.00006182  =   1.00003744
 AB2290!UTM  17      -   0.99997562  x   1.00030702  =   1.00028264
 AB2290!UTM  16      -   0.99997562  x   1.00031864  =   1.00029426
 AB2290
 AB2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6025070592(NAD 83)
 AB2290
 AB2290                          SUPERSEDED SURVEY CONTROL
 AB2290
 AB2290  NAD 83(2007)-  43 56 57.81959(N)    083 59 15.99218(W) AD(2002.00) 0
 AB2290  ELLIP H (02/10/07)  155.543  (m)                       GP(2002.00)    
 AB2290  ELLIP H (07/12/02)  155.503  (m)                       GP(       ) 4 1
 AB2290  NAD 83(1994)-  43 56 57.81928(N)    083 59 15.99249(W) AD(       ) 1
 AB2290  ELLIP H (02/03/97)  155.517  (m)                       GP(       ) 4 1
 AB2290  NAD 83(1986)-  43 56 57.80946(N)    083 59 16.00484(W) AD(       ) 1
 AB2290
 AB2290.Superseded values are not recommended for survey control.
 AB2290
 AB2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2290.See file dsdata.pdf to determine how the superseded data were derived.
 AB2290
 AB2290_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2290_STAMPING: 06200 1994
 AB2290_MARK LOGO: MIDT
 AB2290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2290+STABILITY: SURFACE MOTION
 AB2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2290+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2290
 AB2290  HISTORY     - Date     Condition        Report By
 AB2290  HISTORY     - 1994     MONUMENTED       MIDT
 AB2290  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2290
 AB2290                          STATION DESCRIPTION
 AB2290
 AB2290'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2290'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2290'IT IS IN THE NORTHEAST 1/4 OF SECTION 21, T-18-N, R-4-E, LINCOLN
 AB2290'TOWNSHIP.  ABOUT 2.7 MI (4.3 KM) SOUTHWEST FROM STANDISH, 6.0 MI (9.7
 AB2290'KM) SOUTHEAST OF FROM STERLING, AND 9.3 MI (15.0 KM) SOUTHWEST FROM
 AB2290'OMER.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-61 AND US
 AB2290'HIGHWAY 23 IN STANDISH, GO SOUTH ALONG US HIGHWAY 23 2.2 MILES (3.5
 AB2290'KM) TO AN ON RAMP FOR US HIGHWAY 23 SOUTHBOUND.  CONTINUE SOUTH AND
 AB2290'WEST ON US HIGHWAY 23 FOR 1.9 MILES (3.1 KM) TO A SERVICE CROSSOVER.
 AB2290'TURN ON SERVICE CROSSOVER AND GO BACK NORTHBOUND ALONG US HIGHWAY 23
 AB2290'FOR 0.75 MILES (1.21 KM) TO THE STATION ON THE LEFT IN MEDIAN AS
 AB2290'DESCRIBED.  STATION IS 28.6 FEET (8.7 M) SOUTH FROM THE CENTER OF US
 AB2290'HIGHWAY 23, 64.6 FEET (19.7 M) NORTHEAST FROM A CROSS CULVERT OUTLET,
 AB2290'92.7 FEET (28.3 M) SOUTHEAST FROM A CROSS CULVERT OUTLET, 625.6 FEET
 AB2290'(190.7 M) WEST FROM AN OVERHEAD POWER LINE, AND 3.0 FEET (0.9 M) NORTH
 AB2290'FROM A CARSONITE WITNESS POST.
 AB2290
 AB2290                          STATION RECOVERY (2001)
 AB2290
 AB2290'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2289 ***********************************************************************
 AB2289  DESIGNATION -  06201
 AB2289  PID         -  AB2289
 AB2289  STATE/COUNTY-  MI/ARENAC
 AB2289  COUNTRY     -  US
 AB2289  USGS QUAD   -  STANDISH (2017)
 AB2289
 AB2289                         *CURRENT SURVEY CONTROL
 AB2289  ______________________________________________________________________
 AB2289* NAD 83(2011) POSITION- 43 59 54.77900(N) 083 56 32.49913(W)   ADJUSTED
 AB2289* NAD 83(2011) ELLIP HT-   155.199 (meters)        (06/27/12)   ADJUSTED
 AB2289* NAD 83(2011) EPOCH   -  2010.00
 AB2289* NAVD 88 ORTHO HEIGHT -   190.2   (meters)      624.    (feet) GPS OBS
 AB2289  ______________________________________________________________________
 AB2289  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2289  GEOID HEIGHT    -         -34.75 (meters)                     GEOID93
 AB2289  GEOID HEIGHT    -        -35.056 (meters)                     GEOID18
 AB2289  NAD 83(2011) X  -    484,979.122 (meters)                     COMP
 AB2289  NAD 83(2011) Y  - -4,570,038.640 (meters)                     COMP
 AB2289  NAD 83(2011) Z  -  4,408,083.501 (meters)                     COMP
 AB2289  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AB2289
 AB2289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2289  Standards:
 AB2289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2289  -------------------------------------------------------------------
 AB2289  NETWORK    0.76   1.31           0.34   0.27   0.67     -0.06610739
 AB2289  -------------------------------------------------------------------
 AB2289  Click here for local accuracies and other accuracy information.
 AB2289
 AB2289.The horizontal coordinates were established by GPS observations
 AB2289.and adjusted by the National Geodetic Survey in June 2012.
 AB2289
 AB2289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2289.been affixed to the stable North American tectonic plate. See 
 AB2289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2289
 AB2289.The horizontal coordinates are valid at the epoch date displayed above
 AB2289.which is a decimal equivalence of Year/Month/Day.
 AB2289
 AB2289.The orthometric height was determined by GPS observations and a
 AB2289.high-resolution geoid model.
 AB2289
 AB2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2289.GEOID18 height accuracy estimate available here.
 AB2289
 AB2289.Click photographs - Photos may exist for this station.
 AB2289
 AB2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2289
 AB2289.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2289
 AB2289.The ellipsoidal height was determined by GPS observations
 AB2289.and is referenced to NAD 83.
 AB2289
 AB2289. The following values were computed from the NAD 83(2011) position.
 AB2289
 AB2289;                    North         East     Units Scale Factor Converg.
 AB2289;SPC MI C     -    75,862.716 6,034,034.242   MT  1.00004747   +0 17 59.0
 AB2289;SPC MI C     -   248,893.43 19,796,700.27   iFT  1.00004747   +0 17 59.0
 AB2289;UTM  17      - 4,875,921.414   264,089.317   MT  1.00028455   -2 02 41.4
 AB2289;UTM  16      - 4,876,257.904   745,153.697   MT  1.00033925   +2 07 30.0
 AB2289
 AB2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2289!SPC MI C     -   0.99997566  x   1.00004747  =   1.00002313
 AB2289!UTM  17      -   0.99997566  x   1.00028455  =   1.00026021
 AB2289!UTM  16      -   0.99997566  x   1.00033925  =   1.00031491
 AB2289
 AB2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6408975921(NAD 83)
 AB2289
 AB2289                          SUPERSEDED SURVEY CONTROL
 AB2289
 AB2289  NAD 83(2007)-  43 59 54.77992(N)    083 56 32.49925(W) AD(2002.00) 0
 AB2289  ELLIP H (02/10/07)  155.288  (m)                       GP(2002.00)    
 AB2289  ELLIP H (07/12/02)  155.249  (m)                       GP(       ) 4 1
 AB2289  NAD 83(1994)-  43 59 54.77962(N)    083 56 32.49956(W) AD(       ) 1
 AB2289  ELLIP H (02/03/97)  155.263  (m)                       GP(       ) 4 1
 AB2289  NAD 83(1986)-  43 59 54.76944(N)    083 56 32.51077(W) AD(       ) 1
 AB2289
 AB2289.Superseded values are not recommended for survey control.
 AB2289
 AB2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2289.See file dsdata.pdf to determine how the superseded data were derived.
 AB2289
 AB2289_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2289_STAMPING: 06201 1994
 AB2289_MARK LOGO: MIDT
 AB2289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2289+STABILITY: SURFACE MOTION
 AB2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2289+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2289
 AB2289  HISTORY     - Date     Condition        Report By
 AB2289  HISTORY     - 1994     MONUMENTED       MIDT
 AB2289  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2289  HISTORY     - 20040418 MARK NOT FOUND   JCLS
 AB2289
 AB2289                          STATION DESCRIPTION
 AB2289
 AB2289'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2289'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2289'IT IS IN THE SOUTHWEST 1/4 OF SECTION 36, T-19-N, R-4-E, IN DEEP RIVER
 AB2289'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTHWEST FROM OMER, 4.8 MI (7.7 KM)
 AB2289'SOUTHEAST FROM STERLING AND 1.5 MI (2.4 KM) NORTHEAST OF STANDISH, AND
 AB2289'IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2289'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-65 IN STANDISH, GO NORTH
 AB2289'AND NORTHEAST 1.5 MI (2.4 KM) ALONG US HIGHWAY 23 TO THE STATION ON
 AB2289'THE RIGHT AS DESCRIBED.  STATION IS 28.5 FT (8.7 M) SOUTHEAST FROM THE
 AB2289'CENTER OF PAVEMENT OF US HIGHWAY 23, 27.5 FT (8.4 M) NORTH FROM 0.83
 AB2289'FT (25.30 CM) DIAMETER OAK TREE, 26.0 FT (7.9 M) WEST FROM THE FACE OF
 AB2289'1.33 FT (0.41 M) DIAMETER OAK TREE, 19.5 FT (5.9 M) NORTHWEST FROM
 AB2289'FENCE POST, AND 4.0 FEET (1.2 M) NORTHWEST FROM CARSONITE WITNESS
 AB2289'POST.
 AB2289
 AB2289                          STATION RECOVERY (2001)
 AB2289
 AB2289'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2289'ROAD HAS BEEN WIDENED.  STATION PROBABLY DESTROYED.
 AB2289
 AB2289                          STATION RECOVERY (2004)
 AB2289
 AB2289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AB2289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2276 ***********************************************************************
 AB2276  DESIGNATION -  06202
 AB2276  PID         -  AB2276
 AB2276  STATE/COUNTY-  MI/ARENAC
 AB2276  COUNTRY     -  US
 AB2276  USGS QUAD   -  OMER SW (2017)
 AB2276
 AB2276                         *CURRENT SURVEY CONTROL
 AB2276  ______________________________________________________________________
 AB2276* NAD 83(2011) POSITION- 44 00 29.19321(N) 083 55 36.29426(W)   ADJUSTED
 AB2276* NAD 83(2011) ELLIP HT-   154.414 (meters)        (06/27/12)   ADJUSTED
 AB2276* NAD 83(2011) EPOCH   -  2010.00
 AB2276* NAVD 88 ORTHO HEIGHT -   189.5   (meters)      622.    (feet) GPS OBS
 AB2276  ______________________________________________________________________
 AB2276  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2276  GEOID HEIGHT    -         -34.77 (meters)                     GEOID93
 AB2276  GEOID HEIGHT    -        -35.072 (meters)                     GEOID18
 AB2276  NAD 83(2011) X  -    486,146.258 (meters)                     COMP
 AB2276  NAD 83(2011) Y  - -4,569,171.985 (meters)                     COMP
 AB2276  NAD 83(2011) Z  -  4,408,846.999 (meters)                     COMP
 AB2276  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 AB2276
 AB2276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2276  Standards:
 AB2276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2276  -------------------------------------------------------------------
 AB2276  NETWORK    0.46   0.88           0.21   0.16   0.45     -0.07528396
 AB2276  -------------------------------------------------------------------
 AB2276  Click here for local accuracies and other accuracy information.
 AB2276
 AB2276.The horizontal coordinates were established by GPS observations
 AB2276.and adjusted by the National Geodetic Survey in June 2012.
 AB2276
 AB2276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2276.been affixed to the stable North American tectonic plate. See 
 AB2276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2276
 AB2276.The horizontal coordinates are valid at the epoch date displayed above
 AB2276.which is a decimal equivalence of Year/Month/Day.
 AB2276
 AB2276.The orthometric height was determined by GPS observations and a
 AB2276.high-resolution geoid model.
 AB2276
 AB2276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2276.GEOID18 height accuracy estimate available here.
 AB2276
 AB2276.Click photographs - Photos may exist for this station.
 AB2276
 AB2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2276
 AB2276.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2276
 AB2276.The ellipsoidal height was determined by GPS observations
 AB2276.and is referenced to NAD 83.
 AB2276
 AB2276. The following values were computed from the NAD 83(2011) position.
 AB2276
 AB2276;                    North         East     Units Scale Factor Converg.
 AB2276;SPC MI C     -    76,931.599 6,035,280.769   MT  1.00004476   +0 18 38.7
 AB2276;SPC MI C     -   252,400.26 19,800,789.92   iFT  1.00004476   +0 18 38.7
 AB2276;UTM  17      - 4,876,938.642   265,378.835   MT  1.00027708   -2 02 03.5
 AB2276;UTM  16      - 4,877,366.280   746,365.904   MT  1.00034658   +2 08 10.5
 AB2276
 AB2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2276!SPC MI C     -   0.99997579  x   1.00004476  =   1.00002055
 AB2276!UTM  17      -   0.99997579  x   1.00027708  =   1.00025286
 AB2276!UTM  16      -   0.99997579  x   1.00034658  =   1.00032236
 AB2276
 AB2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6537876938(NAD 83)
 AB2276
 AB2276                          SUPERSEDED SURVEY CONTROL
 AB2276
 AB2276  NAD 83(2007)-  44 00 29.19412(N)    083 55 36.29437(W) AD(2002.00) 0
 AB2276  ELLIP H (02/10/07)  154.503  (m)                       GP(2002.00)    
 AB2276  ELLIP H (07/12/02)  154.463  (m)                       GP(       ) 4 1
 AB2276  NAD 83(1994)-  44 00 29.19381(N)    083 55 36.29469(W) AD(       ) 1
 AB2276  ELLIP H (02/03/97)  154.477  (m)                       GP(       ) 4 1
 AB2276  NAD 83(1986)-  44 00 29.18364(N)    083 55 36.30637(W) AD(       ) 1
 AB2276
 AB2276.Superseded values are not recommended for survey control.
 AB2276
 AB2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2276.See file dsdata.pdf to determine how the superseded data were derived.
 AB2276
 AB2276_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2276_STAMPING: 06202 1994
 AB2276_MARK LOGO: MIDT
 AB2276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2276+STABILITY: SURFACE MOTION
 AB2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2276+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2276
 AB2276  HISTORY     - Date     Condition        Report By
 AB2276  HISTORY     - 1994     MONUMENTED       MIDT
 AB2276  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2276
 AB2276                          STATION DESCRIPTION
 AB2276
 AB2276'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2276'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER SOUTHWEST QUADRANGLE
 AB2276'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 31, T-19-N, R-5-E, IN
 AB2276'ARENAC TOWNSHIP.  ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF STERLING, 4.5 MI
 AB2276'(7.2 KM) SOUTHWEST OF OMER, 2.6 MI (4.2 KM) NORTHEAST OF STANDISH, AND
 AB2276'IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2276'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-61 IN STANDISH, GO NORTH
 AB2276'AND NORTHEAST 2.5 MI (4.0 KM) ALONG US HIGHWAY TO A T-INTERSECTION
 AB2276'(FOCO ROAD) , AND THE STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB2276'93.4 FT (28.5 M) NORTHEAST FROM EASTERLY UTILITY POLE GUY WIRE AT
 AB2276'GROUND LEVEL, 41.2 FT (12.6 M) EAST FROM WESTERLY TOP CENTER OF
 AB2276'CULVERT HEADWALL OF FARM DRIVE ENTRANCE, 26.0 FT (7.9 M) EAST FROM
 AB2276'EASTERLY TOP CENTER OF CULVERT HEADWALL, 24.5 FT (7.5 M) NORTHWEST
 AB2276'FROM CENTER OF PAVEMENT OF US HIGHWAY 23, AND 7.O FT SOUTHEAST FROM
 AB2276'CARSONITE WITNESS POST.
 AB2276
 AB2276                          STATION RECOVERY (2001)
 AB2276
 AB2276'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2276'ROAD HAS BEEN WIDENED. STATION PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2277 ***********************************************************************
 AB2277  DESIGNATION -  06203
 AB2277  PID         -  AB2277
 AB2277  STATE/COUNTY-  MI/ARENAC
 AB2277  COUNTRY     -  US
 AB2277  USGS QUAD   -  OMER SW (2017)
 AB2277
 AB2277                         *CURRENT SURVEY CONTROL
 AB2277  ______________________________________________________________________
 AB2277* NAD 83(2011) POSITION- 44 04 40.43515(N) 083 52 30.06784(W)   ADJUSTED
 AB2277* NAD 83(2011) ELLIP HT-   167.304 (meters)        (06/27/12)   ADJUSTED
 AB2277* NAD 83(2011) EPOCH   -  2010.00
 AB2277* NAVD 88 ORTHO HEIGHT -   202.4   (meters)      664.    (feet) GPS OBS
 AB2277  ______________________________________________________________________
 AB2277  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2277  GEOID HEIGHT    -         -34.84 (meters)                     GEOID93
 AB2277  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 AB2277  NAD 83(2011) X  -    489,697.116 (meters)                     COMP
 AB2277  NAD 83(2011) Y  - -4,563,380.130 (meters)                     COMP
 AB2277  NAD 83(2011) Z  -  4,414,430.190 (meters)                     COMP
 AB2277  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 AB2277
 AB2277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2277  Standards:
 AB2277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2277  -------------------------------------------------------------------
 AB2277  NETWORK    0.55   1.04           0.25   0.19   0.53     -0.04805904
 AB2277  -------------------------------------------------------------------
 AB2277  Click here for local accuracies and other accuracy information.
 AB2277
 AB2277.The horizontal coordinates were established by GPS observations
 AB2277.and adjusted by the National Geodetic Survey in June 2012.
 AB2277
 AB2277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2277.been affixed to the stable North American tectonic plate. See 
 AB2277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2277
 AB2277.The horizontal coordinates are valid at the epoch date displayed above
 AB2277.which is a decimal equivalence of Year/Month/Day.
 AB2277
 AB2277.The orthometric height was determined by GPS observations and a
 AB2277.high-resolution geoid model.
 AB2277
 AB2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2277.GEOID18 height accuracy estimate available here.
 AB2277
 AB2277.Click photographs - Photos may exist for this station.
 AB2277
 AB2277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2277
 AB2277.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2277
 AB2277.The ellipsoidal height was determined by GPS observations
 AB2277.and is referenced to NAD 83.
 AB2277
 AB2277. The following values were computed from the NAD 83(2011) position.
 AB2277
 AB2277;                    North         East     Units Scale Factor Converg.
 AB2277;SPC MI C     -    84,710.072 6,039,382.346   MT  1.00002583   +0 20 50.3
 AB2277;SPC MI C     -   277,920.18 19,814,246.54   iFT  1.00002583   +0 20 50.3
 AB2277;UTM  17      - 4,884,544.397   269,796.473   MT  1.00025181   -2 00 03.0
 AB2277
 AB2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2277!SPC MI C     -   0.99997377  x   1.00002583  =   0.99999960
 AB2277!UTM  17      -   0.99997377  x   1.00025181  =   1.00022557
 AB2277
 AB2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6979684544(NAD 83)
 AB2277
 AB2277                          SUPERSEDED SURVEY CONTROL
 AB2277
 AB2277  NAD 83(2007)-  44 04 40.43605(N)    083 52 30.06797(W) AD(2002.00) 0
 AB2277  ELLIP H (02/10/07)  167.393  (m)                       GP(2002.00)    
 AB2277  ELLIP H (07/12/02)  167.353  (m)                       GP(       ) 4 1
 AB2277  NAD 83(1994)-  44 04 40.43574(N)    083 52 30.06829(W) AD(       ) 1
 AB2277  ELLIP H (02/03/97)  167.368  (m)                       GP(       ) 4 1
 AB2277  NAD 83(1986)-  44 04 40.42561(N)    083 52 30.07967(W) AD(       ) 1
 AB2277
 AB2277.Superseded values are not recommended for survey control.
 AB2277
 AB2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2277.See file dsdata.pdf to determine how the superseded data were derived.
 AB2277
 AB2277_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2277_STAMPING: 06203 1994
 AB2277_MARK LOGO: MIDT
 AB2277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2277+STABILITY: SURFACE MOTION
 AB2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2277+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 AB2277
 AB2277  HISTORY     - Date     Condition        Report By
 AB2277  HISTORY     - 1994     MONUMENTED       MIDT
 AB2277  HISTORY     - 20010811 GOOD             USPSQD
 AB2277
 AB2277                          STATION DESCRIPTION
 AB2277
 AB2277'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2277'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER SOUTHWEST QUADRANGLE
 AB2277'MAP.  STATION IS IN THE NORTHEAST 1/4 OF SECTION 4, T-19-N, R-5-E, IN
 AB2277'ARENAC TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) NORTHEAST OF STERLING, 4.0 MI
 AB2277'(6.4 KM) SOUTHWEST OF TWINING, 2.4 MI (3.9 KM) NORTH OF OMER, AND ON
 AB2277'COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE
 AB2277'IN OMER, GO NORTH 1.4 MI (2.3 KM) ALONG MAIN STREET TO T-ROAD LEFT,
 AB2277'TYLER PLAINS ROAD.  TURN LEFT AND GO NORTHWEST 1.2 MI (1.9 KM) ALONG
 AB2277'TYLER PLAINS ROAD TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AB2277'97.5 FT (29.7 M) SOUTHWEST FROM TWIN WHITE POPLAR TREE, 88.0 FT (26.8
 AB2277'M) NORTH FROM 1.25 FT (0.38 M) DIAMETER OAK TREE, 62.0 FT (18.9 M)
 AB2277'SOUTHEAST FROM 1.5 FT (0.5 M) DIAMETER OAK TREE, 30.0 FT (9.1 M)
 AB2277'NORTHEAST FROM CENTER OF TYLER PLAINS ROAD, 3.0 FT (0.9 M) SOUTH FROM
 AB2277'A UTILITY POLE AND 4.8 FT (1.5 M) FROM A METAL WITNESS POST WITH SIGN.
 AB2277
 AB2277                          STATION RECOVERY (2001)
 AB2277
 AB2277'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AB2277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2287 ***********************************************************************
 AB2287  DESIGNATION -  06204
 AB2287  PID         -  AB2287
 AB2287  STATE/COUNTY-  MI/ARENAC
 AB2287  COUNTRY     -  US
 AB2287  USGS QUAD   -  OMER (2017)
 AB2287
 AB2287                         *CURRENT SURVEY CONTROL
 AB2287  ______________________________________________________________________
 AB2287* NAD 83(2011) POSITION- 44 04 12.18120(N) 083 51 34.14616(W)   ADJUSTED
 AB2287* NAD 83(2011) ELLIP HT-   163.587 (meters)        (06/27/12)   ADJUSTED
 AB2287* NAD 83(2011) EPOCH   -  2010.00
 AB2287* NAVD 88 ORTHO HEIGHT -   198.7   (meters)      652.    (feet) GPS OBS
 AB2287  ______________________________________________________________________
 AB2287  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2287  GEOID HEIGHT    -         -34.84 (meters)                     GEOID93
 AB2287  GEOID HEIGHT    -        -35.132 (meters)                     GEOID18
 AB2287  NAD 83(2011) X  -    490,998.905 (meters)                     COMP
 AB2287  NAD 83(2011) Y  - -4,563,847.668 (meters)                     COMP
 AB2287  NAD 83(2011) Z  -  4,413,801.066 (meters)                     COMP
 AB2287  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 AB2287
 AB2287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2287  Standards:
 AB2287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2287  -------------------------------------------------------------------
 AB2287  NETWORK    1.02   1.69           0.44   0.39   0.86     -0.20159800
 AB2287  -------------------------------------------------------------------
 AB2287  Click here for local accuracies and other accuracy information.
 AB2287
 AB2287.The horizontal coordinates were established by GPS observations
 AB2287.and adjusted by the National Geodetic Survey in June 2012.
 AB2287
 AB2287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2287.been affixed to the stable North American tectonic plate. See 
 AB2287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2287
 AB2287.The horizontal coordinates are valid at the epoch date displayed above
 AB2287.which is a decimal equivalence of Year/Month/Day.
 AB2287
 AB2287.The orthometric height was determined by GPS observations and a
 AB2287.high-resolution geoid model.
 AB2287
 AB2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2287.GEOID18 height accuracy estimate available here.
 AB2287
 AB2287.Click photographs - Photos may exist for this station.
 AB2287
 AB2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2287
 AB2287.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2287
 AB2287.The ellipsoidal height was determined by GPS observations
 AB2287.and is referenced to NAD 83.
 AB2287
 AB2287. The following values were computed from the NAD 83(2011) position.
 AB2287
 AB2287;                    North         East     Units Scale Factor Converg.
 AB2287;SPC MI C     -    83,845.672 6,040,632.084   MT  1.00002789   +0 21 29.8
 AB2287;SPC MI C     -   275,084.23 19,818,346.73   iFT  1.00002789   +0 21 29.8
 AB2287;UTM  17      - 4,883,629.318   271,010.015   MT  1.00024496   -1 59 23.1
 AB2287
 AB2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2287!SPC MI C     -   0.99997435  x   1.00002789  =   1.00000224
 AB2287!UTM  17      -   0.99997435  x   1.00024496  =   1.00021930
 AB2287
 AB2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7101083629(NAD 83)
 AB2287
 AB2287                          SUPERSEDED SURVEY CONTROL
 AB2287
 AB2287  NAD 83(2007)-  44 04 12.18213(N)    083 51 34.14629(W) AD(2002.00) 0
 AB2287  ELLIP H (02/10/07)  163.677  (m)                       GP(2002.00)    
 AB2287  ELLIP H (07/12/02)  163.638  (m)                       GP(       ) 4 1
 AB2287  NAD 83(1994)-  44 04 12.18184(N)    083 51 34.14660(W) AD(       ) 1
 AB2287  ELLIP H (02/03/97)  163.652  (m)                       GP(       ) 4 1
 AB2287  NAD 83(1986)-  44 04 12.17166(N)    083 51 34.15757(W) AD(       ) 1
 AB2287
 AB2287.Superseded values are not recommended for survey control.
 AB2287
 AB2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2287.See file dsdata.pdf to determine how the superseded data were derived.
 AB2287
 AB2287_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2287_STAMPING: 06204 1994
 AB2287_MARK LOGO: MIDT
 AB2287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2287+STABILITY: SURFACE MOTION
 AB2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2287+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2287
 AB2287  HISTORY     - Date     Condition        Report By
 AB2287  HISTORY     - 1994     MONUMENTED       MIDT
 AB2287  HISTORY     - 20010811 GOOD             USPSQD
 AB2287
 AB2287                          STATION DESCRIPTION
 AB2287
 AB2287'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2287'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2287'IS IN THE SOUTHWEST 1/4 OF SECTION 3, T-19-N, R-5-E, IN ARENAC
 AB2287'TOWNSHIP.  ABOUT 8.5 MI (13.7 KM) NORTHEAST OF STERLING, 4.0 MI (6.4
 AB2287'KM) SOUTHWEST OF TWINING, 1.6 MI (2.6 KM) NORTH OF OMER, AND ON COUNTY
 AB2287'ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE IN OMER,
 AB2287'GO NORTH 1.4 MI (2.3 KM) ALONG MAIN STREET TO A GRAVEL ROAD, TYLER
 AB2287'PLAINS ROAD.  TURN LEFT AND GO NORTHWEST 0.2 MI (0.3 KM) ALONG TYLER
 AB2287'PLAINS ROAD TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS 98.5
 AB2287'FT (30.0 M) NORTH FROM 1.17 FT (0.36 M) DIAMETER OAK, 49.5 FT (15.1 M)
 AB2287'NORTHEAST FROM 1.17 FT (0.36 M) DIAMETER OAK, 29.0 FT (8.8 M)
 AB2287'NORTHWEST FROM CENTER OF TWO WHEEL TRACK NORTHERLY, 23.0 FT (7.0 M)
 AB2287'NORTHEAST FROM CENTER OF TYLER PLAINS ROAD, AND 3.0 FEET (0.9 M)
 AB2287'SOUTHWEST FROM CARSONITE WITNESS POST.
 AB2287
 AB2287                          STATION RECOVERY (2001)
 AB2287
 AB2287'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AB2287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2288 ***********************************************************************
 AB2288  DESIGNATION -  06205
 AB2288  PID         -  AB2288
 AB2288  STATE/COUNTY-  MI/ARENAC
 AB2288  COUNTRY     -  US
 AB2288  USGS QUAD   -  OMER (2017)
 AB2288
 AB2288                         *CURRENT SURVEY CONTROL
 AB2288  ______________________________________________________________________
 AB2288* NAD 83(2011) POSITION- 44 04 52.28818(N) 083 48 24.45271(W)   ADJUSTED
 AB2288* NAD 83(2011) ELLIP HT-   153.277 (meters)        (06/27/12)   ADJUSTED
 AB2288* NAD 83(2011) EPOCH   -  2010.00
 AB2288* NAVD 88 ORTHO HEIGHT -   188.4   (meters)      618.    (feet) GPS OBS
 AB2288  ______________________________________________________________________
 AB2288  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2288  GEOID HEIGHT    -         -34.86 (meters)                     GEOID93
 AB2288  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 AB2288  NAD 83(2011) X  -    495,102.187 (meters)                     COMP
 AB2288  NAD 83(2011) Y  - -4,562,530.736 (meters)                     COMP
 AB2288  NAD 83(2011) Z  -  4,414,683.251 (meters)                     COMP
 AB2288  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 AB2288
 AB2288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2288  Standards:
 AB2288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2288  -------------------------------------------------------------------
 AB2288  NETWORK    0.66   1.16           0.30   0.23   0.59     -0.05184224
 AB2288  -------------------------------------------------------------------
 AB2288  Click here for local accuracies and other accuracy information.
 AB2288
 AB2288.The horizontal coordinates were established by GPS observations
 AB2288.and adjusted by the National Geodetic Survey in June 2012.
 AB2288
 AB2288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2288.been affixed to the stable North American tectonic plate. See 
 AB2288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2288
 AB2288.The horizontal coordinates are valid at the epoch date displayed above
 AB2288.which is a decimal equivalence of Year/Month/Day.
 AB2288
 AB2288.The orthometric height was determined by GPS observations and a
 AB2288.high-resolution geoid model.
 AB2288
 AB2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2288.GEOID18 height accuracy estimate available here.
 AB2288
 AB2288.Click photographs - Photos may exist for this station.
 AB2288
 AB2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2288
 AB2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2288
 AB2288.The ellipsoidal height was determined by GPS observations
 AB2288.and is referenced to NAD 83.
 AB2288
 AB2288. The following values were computed from the NAD 83(2011) position.
 AB2288
 AB2288;                    North         East     Units Scale Factor Converg.
 AB2288;SPC MI C     -    85,111.342 6,044,844.864   MT  1.00002498   +0 23 43.8
 AB2288;SPC MI C     -   279,236.69 19,832,168.19   iFT  1.00002498   +0 23 43.8
 AB2288;UTM  17      - 4,884,721.522   275,272.001   MT  1.00022117   -1 57 12.4
 AB2288
 AB2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2288!SPC MI C     -   0.99997597  x   1.00002498  =   1.00000095
 AB2288!UTM  17      -   0.99997597  x   1.00022117  =   1.00019713
 AB2288
 AB2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7527284721(NAD 83)
 AB2288
 AB2288                          SUPERSEDED SURVEY CONTROL
 AB2288
 AB2288  NAD 83(2007)-  44 04 52.28911(N)    083 48 24.45283(W) AD(2002.00) 0
 AB2288  ELLIP H (02/10/07)  153.366  (m)                       GP(2002.00)    
 AB2288  ELLIP H (07/12/02)  153.328  (m)                       GP(       ) 4 1
 AB2288  NAD 83(1994)-  44 04 52.28882(N)    083 48 24.45315(W) AD(       ) 1
 AB2288  ELLIP H (02/03/97)  153.342  (m)                       GP(       ) 4 1
 AB2288  NAD 83(1986)-  44 04 52.27861(N)    083 48 24.46414(W) AD(       ) 1
 AB2288
 AB2288.Superseded values are not recommended for survey control.
 AB2288
 AB2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2288.See file dsdata.pdf to determine how the superseded data were derived.
 AB2288
 AB2288_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2288_STAMPING: 06205 1994
 AB2288_MARK LOGO: MIDT
 AB2288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2288+STABILITY: SURFACE MOTION
 AB2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2288+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2288
 AB2288  HISTORY     - Date     Condition        Report By
 AB2288  HISTORY     - 1994     MONUMENTED       MIDT
 AB2288  HISTORY     - 20010811 GOOD             USPSQD
 AB2288  HISTORY     - 20051211 GOOD             USPSQD
 AB2288
 AB2288                          STATION DESCRIPTION
 AB2288
 AB2288'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2288'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2288'IS IN THE NORTHEAST 1/4 OF SECTION 1, T-19-N, R-5-E, IN ARENAC
 AB2288'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTHWEST OF AU GRES, 3.6 MI (5.8 KM)
 AB2288'NORTHEAST OF OMER, 1.2 MI (1.9 KM) SOUTH OF TWINING, AND ON STATE
 AB2288'HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION ON US
 AB2288'HIGHWAY 23 AND STATE HIGHWAY M-65, WHICH IS ABOUT 2.6 MI (4.2 KM) EAST
 AB2288'OF THE CENTER OF OMER, GO NORTH 2.3 MI (3.7 KM) ALONG STATE HIGHWAY
 AB2288'M-65, TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 62.0 FT
 AB2288'(18.9 M) SOUTHEAST FROM TRIPLE POPLAR TREE, 33.2 FT (10.1 M) EAST FROM
 AB2288'0.25 FT (7.62 CM) DIAMETER WHITE PINE TREE, 24.0 FT (7.3 M) WEST FROM
 AB2288'CENTER OF PAVEMENT OF STATE HIGHWAY M-65, 23.7 FT (7.2 M) SOUTH FROM
 AB2288'CENTER OF FARM DRIVE EXTENDED, AND 6.0 FEET (1.8 M) EAST FROM FROM
 AB2288'CARSONITE WITNESS POST.
 AB2288
 AB2288                          STATION RECOVERY (2001)
 AB2288
 AB2288'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 AB2288'RECOVERED IN GOOD CONDITION.
 AB2288
 AB2288                          STATION RECOVERY (2005)
 AB2288
 AB2288'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2278 ***********************************************************************
 AB2278  DESIGNATION -  06206
 AB2278  PID         -  AB2278
 AB2278  STATE/COUNTY-  MI/ARENAC
 AB2278  COUNTRY     -  US
 AB2278  USGS QUAD   -  OMER (2017)
 AB2278
 AB2278                         *CURRENT SURVEY CONTROL
 AB2278  ______________________________________________________________________
 AB2278* NAD 83(2011) POSITION- 44 06 03.24987(N) 083 48 24.60900(W)   ADJUSTED
 AB2278* NAD 83(2011) ELLIP HT-   158.727 (meters)        (06/27/12)   ADJUSTED
 AB2278* NAD 83(2011) EPOCH   -  2010.00
 AB2278* NAVD 88 ORTHO HEIGHT -   193.9   (meters)      636.    (feet) GPS OBS
 AB2278  ______________________________________________________________________
 AB2278  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2278  GEOID HEIGHT    -         -34.87 (meters)                     GEOID93
 AB2278  GEOID HEIGHT    -        -35.157 (meters)                     GEOID18
 AB2278  NAD 83(2011) X  -    494,934.741 (meters)                     COMP
 AB2278  NAD 83(2011) Y  - -4,561,019.894 (meters)                     COMP
 AB2278  NAD 83(2011) Z  -  4,416,260.183 (meters)                     COMP
 AB2278  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 AB2278
 AB2278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2278  Standards:
 AB2278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2278  -------------------------------------------------------------------
 AB2278  NETWORK    0.67   1.16           0.31   0.22   0.59     -0.07803455
 AB2278  -------------------------------------------------------------------
 AB2278  Click here for local accuracies and other accuracy information.
 AB2278
 AB2278.The horizontal coordinates were established by GPS observations
 AB2278.and adjusted by the National Geodetic Survey in June 2012.
 AB2278
 AB2278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2278.been affixed to the stable North American tectonic plate. See 
 AB2278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2278
 AB2278.The horizontal coordinates are valid at the epoch date displayed above
 AB2278.which is a decimal equivalence of Year/Month/Day.
 AB2278
 AB2278.The orthometric height was determined by GPS observations and a
 AB2278.high-resolution geoid model.
 AB2278
 AB2278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2278.GEOID18 height accuracy estimate available here.
 AB2278
 AB2278.Click photographs - Photos may exist for this station.
 AB2278
 AB2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2278
 AB2278.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2278
 AB2278.The ellipsoidal height was determined by GPS observations
 AB2278.and is referenced to NAD 83.
 AB2278
 AB2278. The following values were computed from the NAD 83(2011) position.
 AB2278
 AB2278;                    North         East     Units Scale Factor Converg.
 AB2278;SPC MI C     -    87,301.548 6,044,826.269   MT  1.00001991   +0 23 43.7
 AB2278;SPC MI C     -   286,422.40 19,832,107.18   iFT  1.00001991   +0 23 43.7
 AB2278;UTM  17      - 4,886,911.084   275,343.215   MT  1.00022077   -1 57 15.0
 AB2278
 AB2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2278!SPC MI C     -   0.99997511  x   1.00001991  =   0.99999502
 AB2278!UTM  17      -   0.99997511  x   1.00022077  =   1.00019588
 AB2278
 AB2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7534386911(NAD 83)
 AB2278
 AB2278                          SUPERSEDED SURVEY CONTROL
 AB2278
 AB2278  NAD 83(2007)-  44 06 03.25079(N)    083 48 24.60913(W) AD(2002.00) 0
 AB2278  ELLIP H (02/10/07)  158.816  (m)                       GP(2002.00)    
 AB2278  ELLIP H (07/12/02)  158.777  (m)                       GP(       ) 4 1
 AB2278  NAD 83(1994)-  44 06 03.25050(N)    083 48 24.60945(W) AD(       ) 1
 AB2278  ELLIP H (02/03/97)  158.791  (m)                       GP(       ) 4 1
 AB2278  NAD 83(1986)-  44 06 03.24029(N)    083 48 24.62032(W) AD(       ) 1
 AB2278
 AB2278.Superseded values are not recommended for survey control.
 AB2278
 AB2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2278.See file dsdata.pdf to determine how the superseded data were derived.
 AB2278
 AB2278_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2278_STAMPING: 06206 1994
 AB2278_MARK LOGO: MIDT
 AB2278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2278+STABILITY: SURFACE MOTION
 AB2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2278+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2278
 AB2278  HISTORY     - Date     Condition        Report By
 AB2278  HISTORY     - 1994     MONUMENTED       MIDT
 AB2278  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 AB2278  HISTORY     - 20011011 GOOD             USPSQD
 AB2278  HISTORY     - 20051211 GOOD             USPSQD
 AB2278
 AB2278                          STATION DESCRIPTION
 AB2278
 AB2278'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2278'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2278'IS IN THE SOUTHWEST 1/4 OF SECTION 30, T-20-N, R-6-E, IN TURNER
 AB2278'TOWNSHIP.  ABOUT 6.5 MI (10.5 KM) NORTHWEST OF AU GRES, 4.7 MI (7.6
 AB2278'KM) NORTHEAST OF OMER AND 0.7 MI (1.1 KM) SOUTH TO TWINING, AND IS ON
 AB2278'STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF
 AB2278'US HIGHWAY 23 AND STATE HIGHWAY M-65, WHICH IS ABOUT 2.6 MI (4.2 KM)
 AB2278'EAST OF THE CENTER OF OMER, GO NORTH 3.7 MI (6.0 KM) ALONG STATE
 AB2278'HIGHWAY M-65 TO STATION ON THE RIGHT AS DESCRIBED. STATION IS 155.0 FT
 AB2278'(47.2 M) SOUTHWEST FROM UTILITY POLE, 77.0 FT (23.5 M) EAST FROM TOP
 AB2278'CENTER OF 1.5 FT (0.5 M) DIAMETER FEILD DRIVE CULVERT, 28.7 FT (8.7 M)
 AB2278'EAST FROM THE CENTER OF PAVEMENT OF STATE HIGHWAY M-65, 28.0 FT (8.5
 AB2278'M) WEST FROM THE CENTER OF DRAINAGE DITCH, AND 3.0 FEET (0.9 M) WEST
 AB2278'FROM CARSONITE WITNESS POST.
 AB2278
 AB2278                          STATION RECOVERY (2001)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 AB2278'MARK NOT FOUND.
 AB2278
 AB2278                          STATION RECOVERY (2001)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2278'STATION IS LOCATED 21.9 FEET WEST OF A CARSONITE WITNESS POST.
 AB2278
 AB2278                          STATION RECOVERY (2005)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5424 ***********************************************************************
 AA5424  DESIGNATION -  06323
 AA5424  PID         -  AA5424
 AA5424  STATE/COUNTY-  MI/OAKLAND
 AA5424  COUNTRY     -  US
 AA5424  USGS QUAD   -  WEST HIGHLAND (2017)
 AA5424
 AA5424                         *CURRENT SURVEY CONTROL
 AA5424  ______________________________________________________________________
 AA5424* NAD 83(2011) POSITION- 42 41 41.19278(N) 083 39 54.79478(W)   ADJUSTED
 AA5424* NAD 83(2011) ELLIP HT-   294.477 (meters)        (06/27/12)   ADJUSTED
 AA5424* NAD 83(2011) EPOCH   -  2010.00
 AA5424* NAVD 88 ORTHO HEIGHT -   328.200 (meters)     1076.77  (feet) ADJUSTED
 AA5424  ______________________________________________________________________
 AA5424  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 AA5424  NAD 83(2011) X  -    518,060.396 (meters)                     COMP
 AA5424  NAD 83(2011) Y  - -4,666,559.995 (meters)                     COMP
 AA5424  NAD 83(2011) Z  -  4,302,841.745 (meters)                     COMP
 AA5424  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 AA5424  DYNAMIC HEIGHT  -        328.107 (meters)     1076.46  (feet) COMP
 AA5424  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 AA5424
 AA5424  VERT ORDER      -  SECOND    CLASS I
 AA5424
 AA5424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5424  Standards:
 AA5424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5424  -------------------------------------------------------------------
 AA5424  NETWORK    1.13   1.18           0.53   0.35   0.60      0.09314885
 AA5424  -------------------------------------------------------------------
 AA5424  Click here for local accuracies and other accuracy information.
 AA5424
 AA5424.The horizontal coordinates were established by GPS observations
 AA5424.and adjusted by the National Geodetic Survey in June 2012.
 AA5424
 AA5424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5424.been affixed to the stable North American tectonic plate. See 
 AA5424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5424
 AA5424.The horizontal coordinates are valid at the epoch date displayed above
 AA5424.which is a decimal equivalence of Year/Month/Day.
 AA5424
 AA5424.The orthometric height was determined by differential leveling and
 AA5424.adjusted by the NATIONAL GEODETIC SURVEY
 AA5424.in July 2007.
 AA5424
 AA5424.No vertical observational check was made to the station.
 AA5424
 AA5424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5424.GEOID18 height accuracy estimate available here.
 AA5424
 AA5424.Click photographs - Photos may exist for this station.
 AA5424
 AA5424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5424
 AA5424.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5424
 AA5424.The ellipsoidal height was determined by GPS observations
 AA5424.and is referenced to NAD 83.
 AA5424
 AA5424.The dynamic height is computed by dividing the NAVD 88
 AA5424.geopotential number by the normal gravity value computed on the
 AA5424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5424.degrees latitude (g = 980.6199 gals.).
 AA5424
 AA5424.The modeled gravity was interpolated from observed gravity values.
 AA5424
 AA5424. The following values were computed from the NAD 83(2011) position.
 AA5424
 AA5424;                    North         East     Units Scale Factor Converg.
 AA5424;SPC MI S     -   132,951.799 4,057,473.170   MT  0.99991236   +0 28 38.5
 AA5424;SPC MI S     -   436,193.57 13,311,919.85   iFT  0.99991236   +0 28 38.5
 AA5424;UTM  17      - 4,730,365.522   281,683.607   MT  1.00018642   -1 48 28.7
 AA5424
 AA5424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5424!SPC MI S     -   0.99995382  x   0.99991236  =   0.99986618
 AA5424!UTM  17      -   0.99995382  x   1.00018642  =   1.00014023
 AA5424
 AA5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8168330365(NAD 83)
 AA5424
 AA5424                          SUPERSEDED SURVEY CONTROL
 AA5424
 AA5424  NAD 83(2007)-  42 41 41.19265(N)    083 39 54.79521(W) AD(2002.00) 0
 AA5424  ELLIP H (02/10/07)  294.483  (m)                       GP(2002.00)    
 AA5424  ELLIP H (07/12/02)  294.507  (m)                       GP(       ) 4 1
 AA5424  NAD 83(1994)-  42 41 41.19229(N)    083 39 54.79521(W) AD(       ) 1
 AA5424  ELLIP H (02/03/97)  294.547  (m)                       GP(       ) 4 1
 AA5424  NAD 83(1986)-  42 41 41.19466(N)    083 39 54.82399(W) AD(       ) 1
 AA5424  NAVD 88 (04/30/95)  328.1    (m)  GEOID93  model used  GPS OBS        
 AA5424
 AA5424.Superseded values are not recommended for survey control.
 AA5424
 AA5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5424.See file dsdata.pdf to determine how the superseded data were derived.
 AA5424
 AA5424_MARKER: DD = SURVEY DISK
 AA5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5424_STAMPING: 06323
 AA5424_MARK LOGO: MI-125
 AA5424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5424+STABILITY: SURFACE MOTION
 AA5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5424+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 AA5424
 AA5424  HISTORY     - Date     Condition        Report By
 AA5424  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5424  HISTORY     - 20020504 GOOD             USPSQD
 AA5424  HISTORY     - 20060104 GOOD             INDIV
 AA5424  HISTORY     - 20060509 GOOD             MIDT
 AA5424
 AA5424                          STATION DESCRIPTION
 AA5424
 AA5424'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5424'M-59 TO HICKORY RIDGE ROAD, THENCE NORTH ALONG HICKORY RIDGE ROAD 4.1
 AA5424'MILES (6.6 KM) TO THE MONUMENT AT THE EAST SIDE OF HICKORY RIDGE ROAD.
 AA5424'THE MONUMENT IS 210 FEET (64.0 M) NORTH OF THE CENTERLINE OF SHAG BARK
 AA5424'LANE, 46 FEET (14.0 M) EAST OF THE CENTERLINE OF HICKORY RIDGE ROAD,
 AA5424'34.5 FEET (10.5 M) SOUTH SOUTHWEST OF A POWERPOLE, 32 FEET (9.8 M)
 AA5424'NORTH NORTHWEST OF A TELEPHONE POLE, AND 6 FEET (1.8 M) HIGHER THAN
 AA5424'HICKORY RIDGE ROAD.
 AA5424
 AA5424                          STATION RECOVERY (2002)
 AA5424
 AA5424'RECOVERY NOTE BY US POWER SQUADRON 2002 (GHL)
 AA5424'RECOVERED IN GOOD CONDITION.
 AA5424
 AA5424                          STATION RECOVERY (2006)
 AA5424
 AA5424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5424'RECOVERED IN GOOD CONDITION.
 AA5424
 AA5424                          STATION RECOVERY (2006)
 AA5424
 AA5424'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5424'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AA5424'0.99 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4992 ***********************************************************************
 DL4992  DESIGNATION -  06600
 DL4992  PID         -  DL4992
 DL4992  STATE/COUNTY-  MI/ARENAC
 DL4992  COUNTRY     -  US
 DL4992  USGS QUAD   -  MOUNT FOREST (2017)
 DL4992
 DL4992                         *CURRENT SURVEY CONTROL
 DL4992  ______________________________________________________________________
 DL4992* NAD 83(1986) POSITION- 43 54 43.21   (N) 084 01 32.94   (W)   HD_HELD1
 DL4992* NAVD 88 ORTHO HEIGHT -   192.072 (meters)      630.16  (feet) ADJUSTED
 DL4992  ______________________________________________________________________
 DL4992  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 DL4992  DYNAMIC HEIGHT  -        192.038 (meters)      630.04  (feet) COMP
 DL4992  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 DL4992
 DL4992  VERT ORDER      -  FIRST     CLASS II
 DL4992
 DL4992.The horizontal coordinates were determined by differentially corrected
 DL4992.hand held GPS observations or other comparable positioning techniques
 DL4992.and have an estimated accuracy of +/- 3 meters.
 DL4992
 DL4992.The orthometric height was determined by differential leveling and
 DL4992.adjusted by the NATIONAL GEODETIC SURVEY
 DL4992.in October 2009.
 DL4992
 DL4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4992.GEOID18 height accuracy estimate available here.
 DL4992
 DL4992.Click photographs - Photos may exist for this station.
 DL4992
 DL4992.The dynamic height is computed by dividing the NAVD 88
 DL4992.geopotential number by the normal gravity value computed on the
 DL4992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4992.degrees latitude (g = 980.6199 gals.).
 DL4992
 DL4992.The modeled gravity was interpolated from observed gravity values.
 DL4992
 DL4992;                    North         East    Units  Estimated Accuracy
 DL4992;SPC MI C     -    66,214.3   6,027,380.6     MT  (+/- 3 meters HH1 GPS) 
 DL4992
 DL4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3880866400(NAD 83)
 DL4992
 DL4992                          SUPERSEDED SURVEY CONTROL
 DL4992
 DL4992.No superseded survey control is available for this station.
 DL4992
 DL4992_MARKER: DD = SURVEY DISK
 DL4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4992_STAMPING: 06600 2008
 DL4992_MARK LOGO: MIDT
 DL4992_PROJECTION: FLUSH
 DL4992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4992+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4992
 DL4992  HISTORY     - Date     Condition        Report By
 DL4992  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4992
 DL4992                          STATION DESCRIPTION
 DL4992
 DL4992'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4992'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF STANDISH,
 DL4992'5.0 MI (8.0 KM) NORTHWEST OF PINCONNING AND 4.7 MI (7.6 KM)
 DL4992'EAST-NORTHEAST OF MOUNT FOREST.
 DL4992'
 DL4992'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4992'HIGHWAY 23) WITH PINCONNING ROAD (EXIT 181), LOCATED APPROXIMATELY 9
 DL4992'MI (14.5 KM) SOUTHWEST OF THE CITY OF STANDISH, MI, GO WEST ON
 DL4992'PINCONNING ROAD FOR 0.25 MI (0.4 KM) TO SEVEN MILE ROAD, TURN RIGHT
 DL4992'AND GO NORTH ON SEVEN MILE ROAD FOR 3.0 MI (4.8 KM) TO WHITEFEATHER
 DL4992'ROAD, CONTINUE NORTH ON SEVEN MILE ROAD FOR 1.05 MI (1.7 KM) TO THE
 DL4992'STATION ON THE RIGHT.
 DL4992'
 DL4992'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4992'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4992'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4992'
 DL4992'THE STATION IS 500 FT (152.4 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4992'OPENING --5914--, 16.5 FT (5.0 M) EAST OF EDGE OF PAVEMENT OF LINCOLN
 DL4992'ROAD, AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4993 ***********************************************************************
 DL4993  DESIGNATION -  06601
 DL4993  PID         -  DL4993
 DL4993  STATE/COUNTY-  MI/ARENAC
 DL4993  COUNTRY     -  US
 DL4993  USGS QUAD   -  MOUNT FOREST (2017)
 DL4993
 DL4993                         *CURRENT SURVEY CONTROL
 DL4993  ______________________________________________________________________
 DL4993* NAD 83(2011) POSITION- 43 55 31.40094(N) 084 00 36.75172(W)   ADJUSTED
 DL4993* NAD 83(2011) ELLIP HT-   156.414 (meters)        (06/27/12)   ADJUSTED
 DL4993* NAD 83(2011) EPOCH   -  2010.00
 DL4993* NAVD 88 ORTHO HEIGHT -   191.341 (meters)      627.76  (feet) ADJUSTED
 DL4993  ______________________________________________________________________
 DL4993  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 DL4993  NAD 83(2011) X  -    480,156.038 (meters)                     COMP
 DL4993  NAD 83(2011) Y  - -4,576,222.914 (meters)                     COMP
 DL4993  NAD 83(2011) Z  -  4,402,232.956 (meters)                     COMP
 DL4993  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 DL4993  DYNAMIC HEIGHT  -        191.307 (meters)      627.65  (feet) COMP
 DL4993  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 DL4993
 DL4993  VERT ORDER      -  FIRST     CLASS II
 DL4993
 DL4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4993  Standards:
 DL4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4993  -------------------------------------------------------------------
 DL4993  NETWORK    0.30   0.51           0.14   0.10   0.26     -0.02684764
 DL4993  -------------------------------------------------------------------
 DL4993  Click here for local accuracies and other accuracy information.
 DL4993
 DL4993.The horizontal coordinates were established by GPS observations
 DL4993.and adjusted by the National Geodetic Survey in June 2012.
 DL4993
 DL4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4993.been affixed to the stable North American tectonic plate. See 
 DL4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4993
 DL4993.The horizontal coordinates are valid at the epoch date displayed above
 DL4993.which is a decimal equivalence of Year/Month/Day.
 DL4993
 DL4993.The orthometric height was determined by differential leveling and
 DL4993.adjusted by the NATIONAL GEODETIC SURVEY
 DL4993.in October 2009.
 DL4993
 DL4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4993.GEOID18 height accuracy estimate available here.
 DL4993
 DL4993.Click photographs - Photos may exist for this station.
 DL4993
 DL4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4993
 DL4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4993
 DL4993.The ellipsoidal height was determined by GPS observations
 DL4993.and is referenced to NAD 83.
 DL4993
 DL4993.The dynamic height is computed by dividing the NAVD 88
 DL4993.geopotential number by the normal gravity value computed on the
 DL4993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4993.degrees latitude (g = 980.6199 gals.).
 DL4993
 DL4993.The modeled gravity was interpolated from observed gravity values.
 DL4993
 DL4993. The following values were computed from the NAD 83(2011) position.
 DL4993
 DL4993;                    North         East     Units Scale Factor Converg.
 DL4993;SPC MI C     -    67,707.147 6,028,627.816   MT  1.00006908   +0 15 06.5
 DL4993;SPC MI C     -   222,136.31 19,778,962.65   iFT  1.00006908   +0 15 06.5
 DL4993;UTM  16      - 4,867,932.149   740,008.269   MT  1.00030855   +2 04 30.2
 DL4993;UTM  17      - 4,867,991.741   258,352.629   MT  1.00031826   -2 05 21.3
 DL4993
 DL4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4993!SPC MI C     -   0.99997547  x   1.00006908  =   1.00004455
 DL4993!UTM  16      -   0.99997547  x   1.00030855  =   1.00028402
 DL4993!UTM  17      -   0.99997547  x   1.00031826  =   1.00029373
 DL4993
 DL4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4000867932(NAD 83)
 DL4993
 DL4993                          SUPERSEDED SURVEY CONTROL
 DL4993
 DL4993  NAD 83(2007)-  43 55 31.40100(N)    084 00 36.75231(W) AD(2002.00) B
 DL4993  ELLIP H (10/23/09)  156.444  (m)                       GP(2002.00) 3 1
 DL4993
 DL4993.Superseded values are not recommended for survey control.
 DL4993
 DL4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4993.See file dsdata.pdf to determine how the superseded data were derived.
 DL4993
 DL4993_MARKER: DD = SURVEY DISK
 DL4993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4993_STAMPING: 06601 2008
 DL4993_MARK LOGO: WIDT
 DL4993_PROJECTION: FLUSH
 DL4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4993+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4993
 DL4993  HISTORY     - Date     Condition        Report By
 DL4993  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4993  HISTORY     - 20190801 GOOD             INDIV
 DL4993
 DL4993                          STATION DESCRIPTION
 DL4993
 DL4993'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4993'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF MOUNT
 DL4993'FOREST, 5.4 MI (8.7 KM) NORTH-NORTHWEST OF PINCONNING AND 4.7 MI (7.6
 DL4993'KM) SOUTH-SOUTHWEST OF STANDISH.
 DL4993'
 DL4993'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4993'HIGHWAY 13 (HURON ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTH
 DL4993'OF THE CITY OF STANDISH, MI, GO SOUTH ON STATE HIGHWAY 13 (HURON ROAD)
 DL4993'FOR 1.6 MI (2.6 KM) TO WORTH ROAD, TURN RIGHT AND GO WEST ON WORTH
 DL4993'ROAD FOR 2.0 MI (3.2 KM) TO MELITA ROAD, CONTINUE WEST ON WORTH ROAD
 DL4993'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4993'
 DL4993'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4993'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4993'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4993'
 DL4993'THE STATION IS 380 FT (115.8 M) WEST OF EXTENDED CENTER OF DRIVEWAY
 DL4993'OPENING --5069--, 9 FT (2.7 M) NORTH OF EDGE OF PAVEMENT OF WORTH
 DL4993'ROAD, AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4993
 DL4993                          STATION RECOVERY (2019)
 DL4993
 DL4993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DL4993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4994 ***********************************************************************
 DL4994  DESIGNATION -  06602
 DL4994  PID         -  DL4994
 DL4994  STATE/COUNTY-  MI/ARENAC
 DL4994  COUNTRY     -  US
 DL4994  USGS QUAD   -  STANDISH (2017)
 DL4994
 DL4994                         *CURRENT SURVEY CONTROL
 DL4994  ______________________________________________________________________
 DL4994* NAD 83(1986) POSITION- 43 55 26.63   (N) 083 58 34.66   (W)   HD_HELD1
 DL4994* NAVD 88 ORTHO HEIGHT -   188.816 (meters)      619.47  (feet) ADJUSTED
 DL4994  ______________________________________________________________________
 DL4994  GEOID HEIGHT    -        -34.947 (meters)                     GEOID18
 DL4994  DYNAMIC HEIGHT  -        188.783 (meters)      619.37  (feet) COMP
 DL4994  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DL4994
 DL4994  VERT ORDER      -  FIRST     CLASS II
 DL4994
 DL4994.The horizontal coordinates were determined by differentially corrected
 DL4994.hand held GPS observations or other comparable positioning techniques
 DL4994.and have an estimated accuracy of +/- 3 meters.
 DL4994
 DL4994.The orthometric height was determined by differential leveling and
 DL4994.adjusted by the NATIONAL GEODETIC SURVEY
 DL4994.in October 2009.
 DL4994
 DL4994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4994.GEOID18 height accuracy estimate available here.
 DL4994
 DL4994.Click photographs - Photos may exist for this station.
 DL4994
 DL4994.The dynamic height is computed by dividing the NAVD 88
 DL4994.geopotential number by the normal gravity value computed on the
 DL4994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4994.degrees latitude (g = 980.6199 gals.).
 DL4994
 DL4994.The modeled gravity was interpolated from observed gravity values.
 DL4994
 DL4994;                    North         East    Units  Estimated Accuracy
 DL4994;SPC MI C     -    67,572.4   6,031,352.2     MT  (+/- 3 meters HH1 GPS) 
 DL4994
 DL4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6106967745(NAD 83)
 DL4994
 DL4994                          SUPERSEDED SURVEY CONTROL
 DL4994
 DL4994.No superseded survey control is available for this station.
 DL4994
 DL4994_MARKER: DD = SURVEY DISK
 DL4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4994_STAMPING: 06602 2008
 DL4994_MARK LOGO: MIDT
 DL4994_PROJECTION: FLUSH
 DL4994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4994+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4994
 DL4994  HISTORY     - Date     Condition        Report By
 DL4994  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4994
 DL4994                          STATION DESCRIPTION
 DL4994
 DL4994'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4994'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF MOUNT
 DL4994'FOREST, 4.9 MI (7.9 KM) NORTH OF PINCONNING AND 4.2 MI (6.8 KM)
 DL4994'SOUTH-SOUTHWEST OF STANDISH.
 DL4994'
 DL4994'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4994'HIGHWAY 13 (HURON ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTH
 DL4994'OF THE CITY OF STANDISH, MI, GO SOUTH ON STATE HIGHWAY 13 (HURON ROAD)
 DL4994'FOR 1.6 MI (2.6 KM) TO WORTH ROAD, TURN RIGHT AND GO WEST ON WORTH
 DL4994'ROAD FOR 0.5 MI (0.8 KM) TO KRAWCZYK ROAD ON THE LEFT, TURN LEFT AND
 DL4994'GO SOUTH ON KRAWCZYK ROAD FOR 400 FT (121.9 M) TO THE STATION ON THE
 DL4994'LEFT.
 DL4994'
 DL4994'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4994'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4994'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4994'
 DL4994'THE STATION IS 13 FT (4.0 M) EAST OF EDGE OF GRAVEL OF KRAWCZYK ROAD,
 DL4994'AND1 FT WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4995 ***********************************************************************
 DL4995  DESIGNATION -  06603
 DL4995  PID         -  DL4995
 DL4995  STATE/COUNTY-  MI/ARENAC
 DL4995  COUNTRY     -  US
 DL4995  USGS QUAD   -  STANDISH (2017)
 DL4995
 DL4995                         *CURRENT SURVEY CONTROL
 DL4995  ______________________________________________________________________
 DL4995* NAD 83(1986) POSITION- 43 56 41.05   (N) 083 57 59.28   (W)   HD_HELD1
 DL4995* NAVD 88 ORTHO HEIGHT -   187.524 (meters)      615.24  (feet) ADJUSTED
 DL4995  ______________________________________________________________________
 DL4995  GEOID HEIGHT    -        -34.981 (meters)                     GEOID18
 DL4995  DYNAMIC HEIGHT  -        187.491 (meters)      615.13  (feet) COMP
 DL4995  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 DL4995
 DL4995  VERT ORDER      -  FIRST     CLASS II
 DL4995
 DL4995.The horizontal coordinates were determined by differentially corrected
 DL4995.hand held GPS observations or other comparable positioning techniques
 DL4995.and have an estimated accuracy of +/- 3 meters.
 DL4995
 DL4995.The orthometric height was determined by differential leveling and
 DL4995.adjusted by the NATIONAL GEODETIC SURVEY
 DL4995.in October 2009.
 DL4995
 DL4995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4995.GEOID18 height accuracy estimate available here.
 DL4995
 DL4995.Click photographs - Photos may exist for this station.
 DL4995
 DL4995.The dynamic height is computed by dividing the NAVD 88
 DL4995.geopotential number by the normal gravity value computed on the
 DL4995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4995.degrees latitude (g = 980.6199 gals.).
 DL4995
 DL4995.The modeled gravity was interpolated from observed gravity values.
 DL4995
 DL4995;                    North         East    Units  Estimated Accuracy
 DL4995;SPC MI C     -    69,873.3   6,032,130.2     MT  (+/- 3 meters HH1 GPS) 
 DL4995
 DL4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6194170013(NAD 83)
 DL4995
 DL4995                          SUPERSEDED SURVEY CONTROL
 DL4995
 DL4995.No superseded survey control is available for this station.
 DL4995
 DL4995_MARKER: DD = SURVEY DISK
 DL4995_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4995_SP_SET: BRIDGE ABUTMENT
 DL4995_STAMPING: 06603 2008
 DL4995_MARK LOGO: MIDT
 DL4995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4995+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4995
 DL4995  HISTORY     - Date     Condition        Report By
 DL4995  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4995  HISTORY     - 20190801 GOOD             INDIV
 DL4995
 DL4995                          STATION DESCRIPTION
 DL4995
 DL4995'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4995'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF
 DL4995'STERLING, 6.3 MI (10.1 KM) NORTH OF PINCONNING AND 2.7 MI (4.3 KM)
 DL4995'SOUTH OF STANDISH.
 DL4995'
 DL4995'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4995'HIGHWAY 13 (HURON ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTH
 DL4995'OF THE CITY OF STANDISH, MI, GO SOUTH ON STATE HIGHWAY 13 FOR 0.25 MI
 DL4995'(0.4 KM) TO BRIDGE --B02 OF 06071-- OVER THE SOUTH BRANCH OF THE PINE
 DL4995'RIVER AND THE STATION ON THE LEFT.
 DL4995'
 DL4995'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4995'MODERNIZATION MARK DISK SET IN THE EAST END OF THE NORTH ABUTMENT.
 DL4995'
 DL4995'THE STATION IS 3 FT (0.9 M) EAST OF EDGE OF CURB OF STATE HIGHWAY 13
 DL4995'(HURON ROAD).
 DL4995
 DL4995                          STATION RECOVERY (2019)
 DL4995
 DL4995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DL4995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4996 ***********************************************************************
 DL4996  DESIGNATION -  06604
 DL4996  PID         -  DL4996
 DL4996  STATE/COUNTY-  MI/ARENAC
 DL4996  COUNTRY     -  US
 DL4996  USGS QUAD   -  STANDISH (2017)
 DL4996
 DL4996                         *CURRENT SURVEY CONTROL
 DL4996  ______________________________________________________________________
 DL4996* NAD 83(1986) POSITION- 43 57 50.53   (N) 083 57 30.84   (W)   HD_HELD1
 DL4996* NAVD 88 ORTHO HEIGHT -   188.949 (meters)      619.91  (feet) ADJUSTED
 DL4996  ______________________________________________________________________
 DL4996  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 DL4996  DYNAMIC HEIGHT  -        188.916 (meters)      619.80  (feet) COMP
 DL4996  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 DL4996
 DL4996  VERT ORDER      -  FIRST     CLASS II
 DL4996
 DL4996.The horizontal coordinates were determined by differentially corrected
 DL4996.hand held GPS observations or other comparable positioning techniques
 DL4996.and have an estimated accuracy of +/- 3 meters.
 DL4996
 DL4996.The orthometric height was determined by differential leveling and
 DL4996.adjusted by the NATIONAL GEODETIC SURVEY
 DL4996.in October 2009.
 DL4996
 DL4996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4996.GEOID18 height accuracy estimate available here.
 DL4996
 DL4996.Click photographs - Photos may exist for this station.
 DL4996
 DL4996.The dynamic height is computed by dividing the NAVD 88
 DL4996.geopotential number by the normal gravity value computed on the
 DL4996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4996.degrees latitude (g = 980.6199 gals.).
 DL4996
 DL4996.The modeled gravity was interpolated from observed gravity values.
 DL4996
 DL4996;                    North         East    Units  Estimated Accuracy
 DL4996;SPC MI C     -    72,021.0   6,032,753.7     MT  (+/- 3 meters HH1 GPS) 
 DL4996
 DL4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6265272134(NAD 83)
 DL4996
 DL4996                          SUPERSEDED SURVEY CONTROL
 DL4996
 DL4996.No superseded survey control is available for this station.
 DL4996
 DL4996_MARKER: DD = SURVEY DISK
 DL4996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4996_STAMPING: 06604 2008
 DL4996_MARK LOGO: MIDT
 DL4996_PROJECTION: FLUSH
 DL4996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4996+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2021
 DL4996
 DL4996  HISTORY     - Date     Condition        Report By
 DL4996  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4996  HISTORY     - 20190801 GOOD             INDIV
 DL4996  HISTORY     - 20200805 GOOD             MIDT
 DL4996  HISTORY     - 20200924 GOOD             SURVSL
 DL4996  HISTORY     - 20210707 GOOD             MIDT
 DL4996
 DL4996                          STATION DESCRIPTION
 DL4996
 DL4996'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4996'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF PINCONNING, 5.8
 DL4996'MI (9.3 KM) SOUTHEAST OF STERLING AND 1.3 MI (2.1 KM) SOUTH OF
 DL4996'STANDISH.
 DL4996'
 DL4996'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 (MAIN STREET)
 DL4996'WITH STATE HIGHWAY 61 (CEDAR STREET), LOCATED IN THE CITY OF STANDISH,
 DL4996'MI, GO SOUTH ON US HIGHWAY 23 FOR 1.3 MI (2.1 KM) TO THE STATION ON
 DL4996'THE LEFT.
 DL4996'
 DL4996'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4996'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4996'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4996'
 DL4996'THE STATION IS 16.5 FT (5.0 M) EAST OF EDGE OF CURB OF US HIGHWAY 23,
 DL4996'86 FT (26.2 M) NORTH OF A METAL POST FOR A --NO PARKING-- SIGN, AND
 DL4996'3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4996
 DL4996                          STATION RECOVERY (2019)
 DL4996
 DL4996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DL4996'RECOVERED IN GOOD CONDITION.
 DL4996
 DL4996                          STATION RECOVERY (2020)
 DL4996
 DL4996'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4996'NEW ORANGE CARSONITE POST PLACED 3 FT (0.9 M) EAST OF MARKER.
 DL4996
 DL4996                          STATION RECOVERY (2020)
 DL4996
 DL4996'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2020 (RJM)
 DL4996'RECOVERED IN GOOD CONDITION.
 DL4996
 DL4996                          STATION RECOVERY (2021)
 DL4996
 DL4996'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4996'FOUND AS DESCRIBED IN 2008, EXCEPT THERE IS NO ORANGE CARSONITE
 DL4996'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4997 ***********************************************************************
 DL4997  DESIGNATION -  06605
 DL4997  PID         -  DL4997
 DL4997  STATE/COUNTY-  MI/ARENAC
 DL4997  COUNTRY     -  US
 DL4997  USGS QUAD   -  STANDISH (2017)
 DL4997
 DL4997                         *CURRENT SURVEY CONTROL
 DL4997  ______________________________________________________________________
 DL4997* NAD 83(1986) POSITION- 43 59 49.61   (N) 083 58 24.88   (W)   HD_HELD1
 DL4997* NAVD 88 ORTHO HEIGHT -   195.355 (meters)      640.93  (feet) ADJUSTED
 DL4997  ______________________________________________________________________
 DL4997  GEOID HEIGHT    -        -35.038 (meters)                     GEOID18
 DL4997  DYNAMIC HEIGHT  -        195.322 (meters)      640.82  (feet) COMP
 DL4997  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 DL4997
 DL4997  VERT ORDER      -  FIRST     CLASS II
 DL4997
 DL4997.The horizontal coordinates were determined by differentially corrected
 DL4997.hand held GPS observations or other comparable positioning techniques
 DL4997.and have an estimated accuracy of +/- 3 meters.
 DL4997
 DL4997.The orthometric height was determined by differential leveling and
 DL4997.adjusted by the NATIONAL GEODETIC SURVEY
 DL4997.in October 2009.
 DL4997
 DL4997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4997.GEOID18 height accuracy estimate available here.
 DL4997
 DL4997.Click photographs - Photos may exist for this station.
 DL4997
 DL4997.The dynamic height is computed by dividing the NAVD 88
 DL4997.geopotential number by the normal gravity value computed on the
 DL4997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4997.degrees latitude (g = 980.6199 gals.).
 DL4997
 DL4997.The modeled gravity was interpolated from observed gravity values.
 DL4997
 DL4997;                    North         East    Units  Estimated Accuracy
 DL4997;SPC MI C     -    75,690.6   6,031,531.1     MT  (+/- 3 meters HH1 GPS) 
 DL4997
 DL4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6158075851(NAD 83)
 DL4997
 DL4997                          SUPERSEDED SURVEY CONTROL
 DL4997
 DL4997.No superseded survey control is available for this station.
 DL4997
 DL4997_MARKER: DD = SURVEY DISK
 DL4997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4997_STAMPING: 06605 2008
 DL4997_MARK LOGO: MIDT
 DL4997_PROJECTION: FLUSH
 DL4997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4997+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4997
 DL4997  HISTORY     - Date     Condition        Report By
 DL4997  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4997
 DL4997                          STATION DESCRIPTION
 DL4997
 DL4997'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4997'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL4997'OLD HIGHWAY 76 WITH TOWNLINE ROAD ABOUT 1 MI (1.6 KM) NORTHWEST OF
 DL4997'STANDISH, MI.
 DL4997'
 DL4997'TO REACH FROM THE INTERSECTION OF HIGHWAY 23 WITH OLD M-76, IN
 DL4997'STANDISH, GO NORTHWEST ON OLD M-76 FOR 4.1 MI (6.6 KM) TO JEFFERSON
 DL4997'STREET AND THE STATION ON THE LEFT.
 DL4997'
 DL4997'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4997'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4997'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4997'
 DL4997'THE STATION IS 370 FT (112.8 M) WEST OF OLD M-76, 56 FT (17.1 M) WEST
 DL4997'OF THE SOUTH END OF A CORRUGATED METAL CULVERT PIPE, AND 1 FT (0.3 M)
 DL4997'NORTH OF A ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4998 ***********************************************************************
 DL4998  DESIGNATION -  06606
 DL4998  PID         -  DL4998
 DL4998  STATE/COUNTY-  MI/ARENAC
 DL4998  COUNTRY     -  US
 DL4998  USGS QUAD   -  STERLING (2017)
 DL4998
 DL4998                         *CURRENT SURVEY CONTROL
 DL4998  ______________________________________________________________________
 DL4998* NAD 83(2011) POSITION- 44 01 47.94732(N) 084 01 09.78964(W)   ADJUSTED
 DL4998* NAD 83(2011) ELLIP HT-   192.703 (meters)        (06/27/12)   ADJUSTED
 DL4998* NAD 83(2011) EPOCH   -  2010.00
 DL4998* NAVD 88 ORTHO HEIGHT -   227.729 (meters)      747.14  (feet) ADJUSTED
 DL4998  ______________________________________________________________________
 DL4998  GEOID HEIGHT    -        -35.032 (meters)                     GEOID18
 DL4998  NAD 83(2011) X  -    478,584.919 (meters)                     COMP
 DL4998  NAD 83(2011) Y  - -4,568,299.463 (meters)                     COMP
 DL4998  NAD 83(2011) Z  -  4,410,621.602 (meters)                     COMP
 DL4998  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DL4998  DYNAMIC HEIGHT  -        227.688 (meters)      747.01  (feet) COMP
 DL4998  MODELED GRAVITY -    980,437.8   (mgal)                       NAVD 88
 DL4998
 DL4998  VERT ORDER      -  FIRST     CLASS II
 DL4998
 DL4998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4998  Standards:
 DL4998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4998  -------------------------------------------------------------------
 DL4998  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.04435401
 DL4998  -------------------------------------------------------------------
 DL4998  Click here for local accuracies and other accuracy information.
 DL4998
 DL4998.The horizontal coordinates were established by GPS observations
 DL4998.and adjusted by the National Geodetic Survey in June 2012.
 DL4998
 DL4998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4998.been affixed to the stable North American tectonic plate. See 
 DL4998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4998
 DL4998.The horizontal coordinates are valid at the epoch date displayed above
 DL4998.which is a decimal equivalence of Year/Month/Day.
 DL4998
 DL4998.The orthometric height was determined by differential leveling and
 DL4998.adjusted by the NATIONAL GEODETIC SURVEY
 DL4998.in October 2009.
 DL4998
 DL4998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4998.GEOID18 height accuracy estimate available here.
 DL4998
 DL4998.Click photographs - Photos may exist for this station.
 DL4998
 DL4998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4998
 DL4998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4998
 DL4998.The ellipsoidal height was determined by GPS observations
 DL4998.and is referenced to NAD 83.
 DL4998
 DL4998.The dynamic height is computed by dividing the NAVD 88
 DL4998.geopotential number by the normal gravity value computed on the
 DL4998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4998.degrees latitude (g = 980.6199 gals.).
 DL4998
 DL4998.The modeled gravity was interpolated from observed gravity values.
 DL4998
 DL4998. The following values were computed from the NAD 83(2011) position.
 DL4998
 DL4998;                    North         East     Units Scale Factor Converg.
 DL4998;SPC MI C     -    79,326.341 6,027,841.019   MT  1.00003867   +0 14 43.2
 DL4998;SPC MI C     -   260,257.02 19,776,381.30   iFT  1.00003867   +0 14 43.2
 DL4998;UTM  16      - 4,879,523.301   738,851.489   MT  1.00030172   +2 04 21.4
 DL4998;UTM  17      - 4,879,636.478   258,041.416   MT  1.00032010   -2 05 58.5
 DL4998
 DL4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4998!SPC MI C     -   0.99996978  x   1.00003867  =   1.00000845
 DL4998!UTM  16      -   0.99996978  x   1.00030172  =   1.00027150
 DL4998!UTM  17      -   0.99996978  x   1.00032010  =   1.00028987
 DL4998
 DL4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3885179523(NAD 83)
 DL4998
 DL4998                          SUPERSEDED SURVEY CONTROL
 DL4998
 DL4998  NAD 83(2007)-  44 01 47.94738(N)    084 01 09.79024(W) AD(2002.00) B
 DL4998  ELLIP H (10/23/09)  192.729  (m)                       GP(2002.00) 3 1
 DL4998
 DL4998.Superseded values are not recommended for survey control.
 DL4998
 DL4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4998.See file dsdata.pdf to determine how the superseded data were derived.
 DL4998
 DL4998_MARKER: DD = SURVEY DISK
 DL4998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4998_STAMPING: 06606 2008
 DL4998_MARK LOGO: MIDT
 DL4998_PROJECTION: FLUSH
 DL4998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4998+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4998
 DL4998  HISTORY     - Date     Condition        Report By
 DL4998  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4998
 DL4998                          STATION DESCRIPTION
 DL4998
 DL4998'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4998'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF BENTLEY,
 DL4998'4.4 MI (7.1 KM) NORTHWEST OF STANDISH AND IN THE TOWN OF STERLING, MI.
 DL4998'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 (SAGINAW STREET)
 DL4998'WITH ELLISON ROAD ABOUT 1 MI (1.6 KM) SOUTHEAST OF STERLING, MICHIGAN,
 DL4998'GO NORTHWEST ON OLD M-76 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE
 DL4998'LEFT.
 DL4998'
 DL4998'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4998'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4998'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4998'
 DL4998'THE STATION IS 200 FT (61.0 M) SOUTHEAST OF JEFFERSON STREET, 80 FT
 DL4998'(24.4 M) SOUTH-SOUTHEAST OF A POWER POLE, 32 FT (9.8 M) SOUTHWEST OF
 DL4998'THE EDGE OF PAVEMENT OF OLD M-76 AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL4998'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4999 ***********************************************************************
 DL4999  DESIGNATION -  06607
 DL4999  PID         -  DL4999
 DL4999  STATE/COUNTY-  MI/ARENAC
 DL4999  COUNTRY     -  US
 DL4999  USGS QUAD   -  STERLING (2017)
 DL4999
 DL4999                         *CURRENT SURVEY CONTROL
 DL4999  ______________________________________________________________________
 DL4999* NAD 83(1986) POSITION- 44 02 48.03   (N) 084 02 35.81   (W)   HD_HELD1
 DL4999* NAVD 88 ORTHO HEIGHT -   239.473 (meters)      785.67  (feet) ADJUSTED
 DL4999  ______________________________________________________________________
 DL4999  GEOID HEIGHT    -        -35.025 (meters)                     GEOID18
 DL4999  DYNAMIC HEIGHT  -        239.431 (meters)      785.53  (feet) COMP
 DL4999  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DL4999
 DL4999  VERT ORDER      -  FIRST     CLASS II
 DL4999
 DL4999.The horizontal coordinates were determined by differentially corrected
 DL4999.hand held GPS observations or other comparable positioning techniques
 DL4999.and have an estimated accuracy of +/- 3 meters.
 DL4999
 DL4999.The orthometric height was determined by differential leveling and
 DL4999.adjusted by the NATIONAL GEODETIC SURVEY
 DL4999.in October 2009.
 DL4999
 DL4999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4999.GEOID18 height accuracy estimate available here.
 DL4999
 DL4999.Click photographs - Photos may exist for this station.
 DL4999
 DL4999.The dynamic height is computed by dividing the NAVD 88
 DL4999.geopotential number by the normal gravity value computed on the
 DL4999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4999.degrees latitude (g = 980.6199 gals.).
 DL4999
 DL4999.The modeled gravity was interpolated from observed gravity values.
 DL4999
 DL4999;                    North         East    Units  Estimated Accuracy
 DL4999;SPC MI C     -    81,172.9   6,025,918.0     MT  (+/- 3 meters HH1 GPS) 
 DL4999
 DL4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3687081308(NAD 83)
 DL4999
 DL4999                          SUPERSEDED SURVEY CONTROL
 DL4999
 DL4999.No superseded survey control is available for this station.
 DL4999
 DL4999_MARKER: DD = SURVEY DISK
 DL4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4999_STAMPING: 06607 2008
 DL4999_MARK LOGO: MIDT
 DL4999_PROJECTION: FLUSH
 DL4999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4999+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4999
 DL4999  HISTORY     - Date     Condition        Report By
 DL4999  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4999
 DL4999                          STATION DESCRIPTION
 DL4999
 DL4999'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4999'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF
 DL4999'BENTLEY, 6.1 MI (9.8 KM) NORTHWEST OF STANDISH AND 1.4 MI (2.3 KM)
 DL4999'NORTHWEST OF STERLING.
 DL4999'
 DL4999'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 WITH GAVORD ROAD
 DL4999'ABOUT 1 MI (1.6 KM) NORTHWEST OF STERLING, MICHIGAN, GO NORTHWEST ON
 DL4999'OLD M-76 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DL4999'
 DL4999'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4999'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4999'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4999'
 DL4999'THE STATION IS 0.15 MI (0.2 KM) SOUTHEAST OF KUEHN ROAD, 100 FT (30.5
 DL4999'M) SOUTHEAST OF THE EXTENDED CENTER OF THE DRIVE WAY OPENING FOR '1199
 DL4999'OLD M-76', 27.5 SOUTHWEST OF THE EDGE OF PAVEMENT OF OLD M-76 AND 3.3
 DL4999'FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5000 ***********************************************************************
 DL5000  DESIGNATION -  06608
 DL5000  PID         -  DL5000
 DL5000  STATE/COUNTY-  MI/ARENAC
 DL5000  COUNTRY     -  US
 DL5000  USGS QUAD   -  STERLING (2017)
 DL5000
 DL5000                         *CURRENT SURVEY CONTROL
 DL5000  ______________________________________________________________________
 DL5000* NAD 83(1986) POSITION- 44 03 21.97   (N) 084 03 43.56   (W)   HD_HELD1
 DL5000* NAVD 88 ORTHO HEIGHT -   238.148 (meters)      781.32  (feet) ADJUSTED
 DL5000  ______________________________________________________________________
 DL5000  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 DL5000  DYNAMIC HEIGHT  -        238.106 (meters)      781.19  (feet) COMP
 DL5000  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 DL5000
 DL5000  VERT ORDER      -  FIRST     CLASS II
 DL5000
 DL5000.The horizontal coordinates were determined by differentially corrected
 DL5000.hand held GPS observations or other comparable positioning techniques
 DL5000.and have an estimated accuracy of +/- 3 meters.
 DL5000
 DL5000.The orthometric height was determined by differential leveling and
 DL5000.adjusted by the NATIONAL GEODETIC SURVEY
 DL5000.in October 2009.
 DL5000
 DL5000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5000.GEOID18 height accuracy estimate available here.
 DL5000
 DL5000.Click photographs - Photos may exist for this station.
 DL5000
 DL5000.The dynamic height is computed by dividing the NAVD 88
 DL5000.geopotential number by the normal gravity value computed on the
 DL5000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5000.degrees latitude (g = 980.6199 gals.).
 DL5000
 DL5000.The modeled gravity was interpolated from observed gravity values.
 DL5000
 DL5000;                    North         East    Units  Estimated Accuracy
 DL5000;SPC MI C     -    82,214.6   6,024,405.8     MT  (+/- 3 meters HH1 GPS) 
 DL5000
 DL5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3532482301(NAD 83)
 DL5000
 DL5000                          SUPERSEDED SURVEY CONTROL
 DL5000
 DL5000.No superseded survey control is available for this station.
 DL5000
 DL5000_MARKER: DD = SURVEY DISK
 DL5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5000_STAMPING: 06608 2008
 DL5000_MARK LOGO: MIDT
 DL5000_PROJECTION: FLUSH
 DL5000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5000+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL5000
 DL5000  HISTORY     - Date     Condition        Report By
 DL5000  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5000
 DL5000                          STATION DESCRIPTION
 DL5000
 DL5000'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5000'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF
 DL5000'BENTLEY, 7.2 MI (11.6 KM) NORTHWEST OF STANDISH AND 2.5 MI (4.0 KM)
 DL5000'NORTHWEST OF STERLING.
 DL5000'
 DL5000'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 WITH BEAR CREEK
 DL5000'ROAD ABOUT 4 MI (6.4 KM) SOUTHEAST OF ALGER, MICHIGAN, GO SOUTHEAST ON
 DL5000'OLD M-76 FOR 1.9 MI (3.1 KM) TO THE STATION ON LEFT.
 DL5000'
 DL5000'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5000'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5000'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5000'
 DL5000'THE STATION IS 0.35 MI (0.6 KM) NORTHWEST OF KLEIN ROAD, 90 FT (27.4
 DL5000'M) WEST OF TELEPHONE PEDESTAL '1100 155', 14 FT (4.3 M) NORTHEAST OF
 DL5000'THE EDGE OF PAVEMENT OF OLD M-76, AND 3.3 FT (1.0 M) SOUTHWEST OF AN
 DL5000'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5001 ***********************************************************************
 DL5001  DESIGNATION -  06609
 DL5001  PID         -  DL5001
 DL5001  STATE/COUNTY-  MI/ARENAC
 DL5001  COUNTRY     -  US
 DL5001  USGS QUAD   -  STERLING (2017)
 DL5001
 DL5001                         *CURRENT SURVEY CONTROL
 DL5001  ______________________________________________________________________
 DL5001* NAD 83(2011) POSITION- 44 04 08.63423(N) 084 04 53.49532(W)   ADJUSTED
 DL5001* NAD 83(2011) ELLIP HT-   217.862 (meters)        (06/27/12)   ADJUSTED
 DL5001* NAD 83(2011) EPOCH   -  2010.00
 DL5001* NAVD 88 ORTHO HEIGHT -   252.858 (meters)      829.59  (feet) ADJUSTED
 DL5001  ______________________________________________________________________
 DL5001  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 DL5001  NAD 83(2011) X  -    473,320.609 (meters)                     COMP
 DL5001  NAD 83(2011) Y  - -4,565,830.717 (meters)                     COMP
 DL5001  NAD 83(2011) Z  -  4,413,760.155 (meters)                     COMP
 DL5001  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 DL5001  DYNAMIC HEIGHT  -        252.814 (meters)      829.44  (feet) COMP
 DL5001  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 DL5001
 DL5001  VERT ORDER      -  FIRST     CLASS II
 DL5001
 DL5001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5001  Standards:
 DL5001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5001  -------------------------------------------------------------------
 DL5001  NETWORK    0.26   0.47           0.12   0.09   0.24     -0.05132490
 DL5001  -------------------------------------------------------------------
 DL5001  Click here for local accuracies and other accuracy information.
 DL5001
 DL5001.The horizontal coordinates were established by GPS observations
 DL5001.and adjusted by the National Geodetic Survey in June 2012.
 DL5001
 DL5001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5001.been affixed to the stable North American tectonic plate. See 
 DL5001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5001
 DL5001.The horizontal coordinates are valid at the epoch date displayed above
 DL5001.which is a decimal equivalence of Year/Month/Day.
 DL5001
 DL5001.The orthometric height was determined by differential leveling and
 DL5001.adjusted by the NATIONAL GEODETIC SURVEY
 DL5001.in October 2009.
 DL5001
 DL5001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5001.GEOID18 height accuracy estimate available here.
 DL5001
 DL5001.Click photographs - Photos may exist for this station.
 DL5001
 DL5001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5001
 DL5001.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5001
 DL5001.The ellipsoidal height was determined by GPS observations
 DL5001.and is referenced to NAD 83.
 DL5001
 DL5001.The dynamic height is computed by dividing the NAVD 88
 DL5001.geopotential number by the normal gravity value computed on the
 DL5001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5001.degrees latitude (g = 980.6199 gals.).
 DL5001
 DL5001.The modeled gravity was interpolated from observed gravity values.
 DL5001
 DL5001. The following values were computed from the NAD 83(2011) position.
 DL5001
 DL5001;                    North         East     Units Scale Factor Converg.
 DL5001;SPC MI C     -    83,649.308 6,022,844.059   MT  1.00002815   +0 12 05.1
 DL5001;SPC MI C     -   274,439.99 19,759,987.07   iFT  1.00002815   +0 12 05.1
 DL5001;UTM  16      - 4,883,685.694   733,717.849   MT  1.00027187   +2 01 50.8
 DL5001;UTM  17      - 4,884,161.674   253,224.098   MT  1.00034905   -2 08 39.7
 DL5001
 DL5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5001!SPC MI C     -   0.99996584  x   1.00002815  =   0.99999399
 DL5001!UTM  16      -   0.99996584  x   1.00027187  =   1.00023770
 DL5001!UTM  17      -   0.99996584  x   1.00034905  =   1.00031488
 DL5001
 DL5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3371783685(NAD 83)
 DL5001
 DL5001                          SUPERSEDED SURVEY CONTROL
 DL5001
 DL5001  NAD 83(2007)-  44 04 08.63429(N)    084 04 53.49595(W) AD(2002.00) B
 DL5001  ELLIP H (10/19/09)  217.880  (m)                       GP(2002.00) 1 1
 DL5001
 DL5001.Superseded values are not recommended for survey control.
 DL5001
 DL5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5001.See file dsdata.pdf to determine how the superseded data were derived.
 DL5001
 DL5001_MARKER: DD = SURVEY DISK
 DL5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5001_STAMPING: 06609 2008
 DL5001_MARK LOGO: MIDT
 DL5001_PROJECTION: FLUSH
 DL5001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5001+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 DL5001
 DL5001  HISTORY     - Date     Condition        Report By
 DL5001  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5001  HISTORY     - 20200805 GOOD             MIDT
 DL5001  HISTORY     - 20250730 GOOD             MIDT
 DL5001
 DL5001                          STATION DESCRIPTION
 DL5001
 DL5001'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5001'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF STANDISH,
 DL5001'8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF SKIDWAY LAKE AND 3.8 MI (6.1 KM)
 DL5001'NORTHWEST OF STERLING.
 DL5001'
 DL5001'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 WITH KLEIN ROAD
 DL5001'ABOUT 6 MI (9.7 KM) SOUTHEAST OF ALGER, MICHIGAN, GO NORTHWEST ON OLD
 DL5001'M-76 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT.
 DL5001'
 DL5001'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5001'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5001'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5001'
 DL5001'THE STATION IS 0.55 MI (0.9 KM) SOUTHEAST OF BEAR CREEK ROAD, 100'
 DL5001'SOUTH OF A POWER POLE, 32 FT (9.8 M) SOUTHWEST OF THE EDGE OF PAVEMENT
 DL5001'FOR OLD M-76 AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL5001'POST.
 DL5001
 DL5001                          STATION RECOVERY (2020)
 DL5001
 DL5001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5001'RECOVERED IN GOOD CONDITION.
 DL5001
 DL5001                          STATION RECOVERY (2025)
 DL5001
 DL5001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5002 ***********************************************************************
 DL5002  DESIGNATION -  06610
 DL5002  PID         -  DL5002
 DL5002  STATE/COUNTY-  MI/ARENAC
 DL5002  COUNTRY     -  US
 DL5002  USGS QUAD   -  STERLING (2017)
 DL5002
 DL5002                         *CURRENT SURVEY CONTROL
 DL5002  ______________________________________________________________________
 DL5002* NAD 83(2011) POSITION- 44 06 22.21511(N) 084 06 27.67930(W)   ADJUSTED
 DL5002* NAD 83(2011) ELLIP HT-   200.715 (meters)        (06/27/12)   ADJUSTED
 DL5002* NAD 83(2011) EPOCH   -  2010.00
 DL5002* NAVD 88 ORTHO HEIGHT -   235.725 (meters)      773.37  (feet) ADJUSTED
 DL5002  ______________________________________________________________________
 DL5002  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 DL5002  NAD 83(2011) X  -    470,939.964 (meters)                     COMP
 DL5002  NAD 83(2011) Y  - -4,563,180.589 (meters)                     COMP
 DL5002  NAD 83(2011) Z  -  4,416,709.757 (meters)                     COMP
 DL5002  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DL5002  DYNAMIC HEIGHT  -        235.684 (meters)      773.24  (feet) COMP
 DL5002  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 DL5002
 DL5002  VERT ORDER      -  FIRST     CLASS II
 DL5002
 DL5002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5002  Standards:
 DL5002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5002  -------------------------------------------------------------------
 DL5002  NETWORK    0.32   0.49           0.15   0.10   0.25     -0.09755049
 DL5002  -------------------------------------------------------------------
 DL5002  Click here for local accuracies and other accuracy information.
 DL5002
 DL5002.The horizontal coordinates were established by GPS observations
 DL5002.and adjusted by the National Geodetic Survey in June 2012.
 DL5002
 DL5002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5002.been affixed to the stable North American tectonic plate. See 
 DL5002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5002
 DL5002.The horizontal coordinates are valid at the epoch date displayed above
 DL5002.which is a decimal equivalence of Year/Month/Day.
 DL5002
 DL5002.The orthometric height was determined by differential leveling and
 DL5002.adjusted by the NATIONAL GEODETIC SURVEY
 DL5002.in October 2009.
 DL5002
 DL5002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5002.GEOID18 height accuracy estimate available here.
 DL5002
 DL5002.Click photographs - Photos may exist for this station.
 DL5002
 DL5002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5002
 DL5002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5002
 DL5002.The ellipsoidal height was determined by GPS observations
 DL5002.and is referenced to NAD 83.
 DL5002
 DL5002.The dynamic height is computed by dividing the NAVD 88
 DL5002.geopotential number by the normal gravity value computed on the
 DL5002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5002.degrees latitude (g = 980.6199 gals.).
 DL5002
 DL5002.The modeled gravity was interpolated from observed gravity values.
 DL5002
 DL5002. The following values were computed from the NAD 83(2011) position.
 DL5002
 DL5002;                    North         East     Units Scale Factor Converg.
 DL5002;SPC MI C     -    87,765.324 6,020,734.911   MT  1.00001858   +0 10 58.6
 DL5002;SPC MI C     -   287,943.98 19,753,067.29   iFT  1.00001858   +0 10 58.6
 DL5002;UTM  16      - 4,887,733.231   731,477.781   MT  1.00025905   +2 00 50.1
 DL5002
 DL5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5002!SPC MI C     -   0.99996853  x   1.00001858  =   0.99998711
 DL5002!UTM  16      -   0.99996853  x   1.00025905  =   1.00022757
 DL5002
 DL5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3147787733(NAD 83)
 DL5002
 DL5002                          SUPERSEDED SURVEY CONTROL
 DL5002
 DL5002  NAD 83(2007)-  44 06 22.21520(N)    084 06 27.67999(W) AD(2002.00) B
 DL5002  ELLIP H (10/23/09)  200.733  (m)                       GP(2002.00) 3 1
 DL5002
 DL5002.Superseded values are not recommended for survey control.
 DL5002
 DL5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5002.See file dsdata.pdf to determine how the superseded data were derived.
 DL5002
 DL5002_MARKER: DD = SURVEY DISK
 DL5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5002_STAMPING: 06610 2008
 DL5002_MARK LOGO: MIDT
 DL5002_PROJECTION: FLUSH
 DL5002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5002+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DL5002
 DL5002  HISTORY     - Date     Condition        Report By
 DL5002  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5002  HISTORY     - 20200804 GOOD             MIDT
 DL5002
 DL5002                          STATION DESCRIPTION
 DL5002
 DL5002'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5002'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF
 DL5002'EDWARDS, 6.6 MI (10.6 KM) NORTHWEST OF STERLING AND 6.4 MI (10.3 KM)
 DL5002'SOUTHWEST OF SKIDWAY LAKE.
 DL5002'
 DL5002'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 WITH BEAR CREEK
 DL5002'ROAD ABOUT 4 MI (6.4 KM) SOUTHEAST OF ALGER, MICHIGAN, GO NORTHWEST ON
 DL5002'OLD M-76 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT.
 DL5002'
 DL5002'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5002'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5002'CONCRETE POST, SET TO A DEPTH OF 5 FT (1.5 M),
 DL5002'
 DL5002'THE STATION IS 0.1 MI (0.2 KM) SOUTHEAST FORM JACKPINE TRAIL, 75 FT
 DL5002'(22.9 M) NORTHWEST OF A WOODEN GUY POLE, 40 FT (12.2 M) SOUTHWEST OF
 DL5002'THE EDGE OF PAVEMENT OF OLD M-76, OPPOSITE OF THE DRIVE WAY OPENING
 DL5002'FOR '844 OLD M-76' AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE
 DL5002'WITNESS POST.
 DL5002
 DL5002                          STATION RECOVERY (2020)
 DL5002
 DL5002'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5003 ***********************************************************************
 DL5003  DESIGNATION -  06611
 DL5003  PID         -  DL5003
 DL5003  STATE/COUNTY-  MI/ARENAC
 DL5003  COUNTRY     -  US
 DL5003  USGS QUAD   -  STERLING NW (2017)
 DL5003
 DL5003                         *CURRENT SURVEY CONTROL
 DL5003  ______________________________________________________________________
 DL5003* NAD 83(1986) POSITION- 44 09 34.96   (N) 084 09 25.84   (W)   HD_HELD1
 DL5003* NAVD 88 ORTHO HEIGHT -   251.143 (meters)      823.96  (feet) ADJUSTED
 DL5003  ______________________________________________________________________
 DL5003  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 DL5003  DYNAMIC HEIGHT  -        251.100 (meters)      823.82  (feet) COMP
 DL5003  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 DL5003
 DL5003  VERT ORDER      -  FIRST     CLASS II
 DL5003
 DL5003.The horizontal coordinates were determined by differentially corrected
 DL5003.hand held GPS observations or other comparable positioning techniques
 DL5003.and have an estimated accuracy of +/- 3 meters.
 DL5003
 DL5003.The orthometric height was determined by differential leveling and
 DL5003.adjusted by the NATIONAL GEODETIC SURVEY
 DL5003.in October 2009.
 DL5003
 DL5003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5003.GEOID18 height accuracy estimate available here.
 DL5003
 DL5003.Click photographs - Photos may exist for this station.
 DL5003
 DL5003.The dynamic height is computed by dividing the NAVD 88
 DL5003.geopotential number by the normal gravity value computed on the
 DL5003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5003.degrees latitude (g = 980.6199 gals.).
 DL5003
 DL5003.The modeled gravity was interpolated from observed gravity values.
 DL5003
 DL5003;                    North         East    Units  Estimated Accuracy
 DL5003;SPC MI C     -    93,703.0   6,016,757.2     MT  (+/- 3 meters HH1 GPS) 
 DL5003
 DL5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2731193542(NAD 83)
 DL5003
 DL5003                          SUPERSEDED SURVEY CONTROL
 DL5003
 DL5003.No superseded survey control is available for this station.
 DL5003
 DL5003_MARKER: DD = SURVEY DISK
 DL5003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5003_STAMPING: 06611 2008
 DL5003_MARK LOGO: MIDT
 DL5003_PROJECTION: FLUSH
 DL5003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5003+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DL5003
 DL5003  HISTORY     - Date     Condition        Report By
 DL5003  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5003
 DL5003                          STATION DESCRIPTION
 DL5003
 DL5003'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5003'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF WEST
 DL5003'BRANCH, 6.3 MI (10.1 KM) WEST-SOUTHWEST OF SKIDWAY LAKE AND 5.6 MI
 DL5003'(9.0 KM) EAST-SOUTHEAST OF EDWARDS.
 DL5003'
 DL5003'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH ALGER
 DL5003'ROAD (EXIT 202) IN ALGER, MICHIGAN, GO NORTHWEST ON INTERSTATE 75 FOR
 DL5003'2.35 MI (3.8 KM) TO THE STATION ON THE RIGHT.
 DL5003'
 DL5003'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5003'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5003'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5003'
 DL5003'THE STATION IS 1.35 MI (2.2 KM) SOUTHEAST OF COUNTY HIGHWAY F-18
 DL5003'(GREENWOOD ROAD), 0.15 MI (0.2 KM) SOUTHEAST OF A MAINTENANCE DRIVE,
 DL5003'14 FT (4.3 M) NORTHEAST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND
 DL5003'LANES OF INTERSTATE 75, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 DL5003'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1798 ***********************************************************************
 NF1798  DESIGNATION -  08101
 NF1798  PID         -  NF1798
 NF1798  STATE/COUNTY-  MI/BARRY
 NF1798  COUNTRY     -  US
 NF1798  USGS QUAD   -  SAUBEE LAKE (2017)
 NF1798
 NF1798                         *CURRENT SURVEY CONTROL
 NF1798  ______________________________________________________________________
 NF1798* NAD 83(2011) POSITION- 42 43 38.27676(N) 085 05 35.99161(W)   ADJUSTED
 NF1798* NAD 83(2011) ELLIP HT-   220.607 (meters)        (06/27/12)   ADJUSTED
 NF1798* NAD 83(2011) EPOCH   -  2010.00
 NF1798* NAVD 88 ORTHO HEIGHT -   254.503 (meters)      834.98  (feet) ADJUSTED
 NF1798  ______________________________________________________________________
 NF1798  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 NF1798  NAD 83(2011) X  -    401,382.198 (meters)                     COMP
 NF1798  NAD 83(2011) Y  - -4,675,526.069 (meters)                     COMP
 NF1798  NAD 83(2011) Z  -  4,305,446.464 (meters)                     COMP
 NF1798  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 NF1798  DYNAMIC HEIGHT  -        254.426 (meters)      834.73  (feet) COMP
 NF1798  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 NF1798
 NF1798  VERT ORDER      -  SECOND    CLASS I
 NF1798
 NF1798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1798  Standards:
 NF1798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1798  -------------------------------------------------------------------
 NF1798  NETWORK    2.43   3.47           1.10   0.82   1.77      0.29345590
 NF1798  -------------------------------------------------------------------
 NF1798  Click here for local accuracies and other accuracy information.
 NF1798
 NF1798.The horizontal coordinates were established by GPS observations
 NF1798.and adjusted by the National Geodetic Survey in June 2012.
 NF1798
 NF1798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1798.been affixed to the stable North American tectonic plate. See 
 NF1798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1798
 NF1798.The horizontal coordinates are valid at the epoch date displayed above
 NF1798.which is a decimal equivalence of Year/Month/Day.
 NF1798
 NF1798.The orthometric height was determined by differential leveling and
 NF1798.adjusted by the NATIONAL GEODETIC SURVEY
 NF1798.in August 2013.
 NF1798
 NF1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1798.GEOID18 height accuracy estimate available here.
 NF1798
 NF1798.Click photographs - Photos may exist for this station.
 NF1798
 NF1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1798
 NF1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1798
 NF1798.The ellipsoidal height was determined by GPS observations
 NF1798.and is referenced to NAD 83.
 NF1798
 NF1798.The dynamic height is computed by dividing the NAVD 88
 NF1798.geopotential number by the normal gravity value computed on the
 NF1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1798.degrees latitude (g = 980.6199 gals.).
 NF1798
 NF1798.The modeled gravity was interpolated from observed gravity values.
 NF1798
 NF1798. The following values were computed from the NAD 83(2011) position.
 NF1798
 NF1798;                    North         East     Units Scale Factor Converg.
 NF1798;SPC MI S     -   136,581.791 3,940,491.780   MT  0.99991065   -0 29 40.3
 NF1798;SPC MI S     -   448,102.99 12,928,122.64   iFT  0.99991065   -0 29 40.3
 NF1798;UTM  16      - 4,732,295.166   656,097.290   MT  0.99989978   +1 17 38.2
 NF1798
 NF1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1798!SPC MI S     -   0.99996540  x   0.99991065  =   0.99987606
 NF1798!UTM  16      -   0.99996540  x   0.99989978  =   0.99986519
 NF1798
 NF1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5609732295(NAD 83)
 NF1798
 NF1798                          SUPERSEDED SURVEY CONTROL
 NF1798
 NF1798  NAD 83(2007)-  42 43 38.27691(N)    085 05 35.99251(W) AD(2002.00) 0
 NF1798  ELLIP H (02/10/07)  220.606  (m)                       GP(2002.00)    
 NF1798  ELLIP H (07/12/02)  220.626  (m)                       GP(       ) 4 1
 NF1798  NAD 83(1994)-  42 43 38.27724(N)    085 05 35.99337(W) AD(       ) 1
 NF1798  ELLIP H (12/21/95)  220.645  (m)                       GP(       ) 4 1
 NF1798  NAD 83(1986)-  42 43 38.27626(N)    085 05 36.00831(W) AD(       ) 2
 NF1798  NAVD 88 (10/25/93)  254.5    (m)  GEOID93  model used  GPS OBS        
 NF1798
 NF1798.Superseded values are not recommended for survey control.
 NF1798
 NF1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1798.See file dsdata.pdf to determine how the superseded data were derived.
 NF1798
 NF1798_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1798_STAMPING: 08101 1980
 NF1798_MARK LOGO: MIDT
 NF1798_PROJECTION: FLUSH
 NF1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1798+STABILITY: SURFACE MOTION
 NF1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1798+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 NF1798
 NF1798  HISTORY     - Date     Condition        Report By
 NF1798  HISTORY     - 1980     MONUMENTED       MIDT
 NF1798  HISTORY     - 19911023 GOOD
 NF1798  HISTORY     - 19941104 GOOD             MIDT
 NF1798  HISTORY     - 19951118 GOOD             MI-015
 NF1798  HISTORY     - 19970311 GOOD             USPSQD
 NF1798  HISTORY     - 20050517 GOOD             MIDT
 NF1798  HISTORY     - 20200713 GOOD             MIDT
 NF1798
 NF1798                          STATION DESCRIPTION
 NF1798
 NF1798'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1798'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1798'SECTION 13, T-4-N, R-7-W, WOODLAND TOWNSHIP, AND ON THE SAUBEE LAKE
 NF1798'QUADRANGLE MAP.  IT IS ABOUT 17-1/2 MILES NORTHWEST FROM CHARLOTTE,
 NF1798'14 MILES (22.5 KM) SOUTHWEST FROM PORTLAND, 4-1/2 MILES SOUTHEAST
 NF1798'FROM LAKE ODESSA AND 2 MILES (3.2 KM) EAST FROM WOODLAND, AND ON THE
 NF1798'STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1798'
 NF1798'STATION IS IN THE NORTHEAST QUADRANT OF THE STATE HIGHWAY M-66 AND
 NF1798'STATE HIGHWAY M-43 INTERSECTION, 2.0 MI (3.2 KM) EAST OF WOODLAND.
 NF1798'
 NF1798'STATION IS 78.5 FT (23.9 M) NORTH FROM THE CARLTON CENTER ROAD
 NF1798'CENTERLINE, 67.0 FT (20.4 M) EAST FROM THE M-66 CENTERLINE AND 4.2 FT
 NF1798'(1.3 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN.
 NF1798
 NF1798                          STATION RECOVERY (1991)
 NF1798
 NF1798'RECOVERED 1991
 NF1798'RECOVERED IN GOOD CONDITION.
 NF1798
 NF1798                          STATION RECOVERY (1994)
 NF1798
 NF1798'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF1798'STATION IS LOCATED IN QUAD 420851 ON THE SAUBEE LAKE QAUDRANGLE MAP.
 NF1798'IT IS IN THE SOUTHWEST 1/4 SECTION 13, T-4-N, R-7-W, WOODLAND
 NF1798'TOWNSHIP.  ABOUT 17.5 MI (28.2 KM) NORTHWEST OF CHARLOTTE, 14.0 MI
 NF1798'(22.5 KM) SOUTHWEST OF PORTLAND, 4.5 MI (7.2 KM) SOUTHEAST OF LAKE
 NF1798'ODESSA, 2.0 MI (3.2 KM) EAST OF WOODLAND, AND ON STATE HIGHWAY M-66
 NF1798'RIGHT-OF-WAY.  STATION IS IN THE NORTHEAST QUADRANT OF THE WEST
 NF1798'INTERSECTION OF STATE HIGHWAYS M-66 AND M-43, WHICH IS 2.0 MI (3.2 KM)
 NF1798'EAST OF WOODLAND.  IT IS 78.5 FT (23.9 M) NORTH FROM THE CENTER OF
 NF1798'CARLTON CENTER ROAD, 67.0 FT (20.4 M) EAST FROM THE CENTER OF HIGHWAY
 NF1798'M-66, AND 3.0 FT (0.9 M) WEST FROM A CARSONITE WITNESS POST.
 NF1798'DERSCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC
 NF1798'ADVISOR.
 NF1798
 NF1798                          STATION RECOVERY (1995)
 NF1798
 NF1798'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1798'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1798'SECITON 13, T-4-N, R-7-W, WOODLAND TOWNSHIP, AND ON THE ASUBEE LAKE
 NF1798'QUADRANGLE MAP.  IT IS ABOUT 17.5 MI (28.2 KM) NORTHWEST FROM
 NF1798'CHARLOTTE, 14 MI (22.5 KM) SOUTHWEST FROM PORTLAND, 4.5 MI (7.2 KM)
 NF1798'SOUTHEAST FROM LAKE ODESSA, AND 2 MI (3.2 KM) EAST FROM WOODLAND, AND
 NF1798'ON THE STATE HIGHWAY M-66 RIGHT-OF-WAY. STATION IS IN THE NORTHEAST
 NF1798'QUADRANT OF THE STATE HIGHWAY M-66 AND STATE HIGHWAY M-43
 NF1798'INTERSECTION, 2.0 MI (3.2 KM) EAST OF WOODLAND. STATION IS 78.5 FT
 NF1798'(23.9 M) NORTH FROM THE CARLTON CENTER ROAD CENTERLINE, 67.0 FT (20.4
 NF1798'M) EAST FROM THE M-66 CENTERLINE, AND 4.2 FT (1.3 M) SOUTHWEST FROM A
 NF1798'METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY
 NF1798'REMONUMENTATION) METAL WITNESS POST IS GONE, 58 FT (17.7 M)
 NF1798'NORTH-NORTHEAST FROM STOP SIGN POST, 1.5 FT (0.5 M) WEST FROM A
 NF1798'CARSONITE WITNESS POST, OTHERWISE FOUND AS DESCRIBED.
 NF1798
 NF1798                          STATION RECOVERY (1997)
 NF1798
 NF1798'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1798'RECOVERED IN GOOD CONDITION.
 NF1798
 NF1798                          STATION RECOVERY (2005)
 NF1798
 NF1798'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 NF1798'RECOVERED AS DESCRIBED.
 NF1798
 NF1798                          STATION RECOVERY (2020)
 NF1798
 NF1798'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF1798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7335 ***********************************************************************
 DM7335  DESIGNATION -  08102
 DM7335  PID         -  DM7335
 DM7335  STATE/COUNTY-  MI/BARRY
 DM7335  COUNTRY     -  US
 DM7335  USGS QUAD   -  NASHVILLE (2017)
 DM7335
 DM7335                         *CURRENT SURVEY CONTROL
 DM7335  ______________________________________________________________________
 DM7335* NAD 83(1986) POSITION- 42 34 01.     (N) 085 05 42.     (W)   SCALED
 DM7335* NAVD 88 ORTHO HEIGHT -   253.351 (meters)      831.20  (feet) ADJUSTED
 DM7335  ______________________________________________________________________
 DM7335  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DM7335  DYNAMIC HEIGHT  -        253.270 (meters)      830.94  (feet) COMP
 DM7335  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 DM7335
 DM7335  VERT ORDER      -  SECOND    CLASS I
 DM7335
 DM7335.The horizontal coordinates were scaled from a map and have
 DM7335.an estimated accuracy of +/- 6 seconds.
 DM7335
 DM7335.The orthometric height was determined by differential leveling and
 DM7335.adjusted by the NATIONAL GEODETIC SURVEY
 DM7335.in August 2013.
 DM7335
 DM7335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7335.GEOID18 height accuracy estimate available here.
 DM7335
 DM7335.Click photographs - Photos may exist for this station.
 DM7335
 DM7335.The dynamic height is computed by dividing the NAVD 88
 DM7335.geopotential number by the normal gravity value computed on the
 DM7335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7335.degrees latitude (g = 980.6199 gals.).
 DM7335
 DM7335.The modeled gravity was interpolated from observed gravity values.
 DM7335
 DM7335;                    North         East    Units  Estimated Accuracy
 DM7335;SPC MI S     -   118,770.    3,940,200.      MT  (+/- 180 meters Scaled)
 DM7335
 DM7335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN563144(NAD 83)
 DM7335
 DM7335                          SUPERSEDED SURVEY CONTROL
 DM7335
 DM7335.No superseded survey control is available for this station.
 DM7335
 DM7335_MARKER: DD = SURVEY DISK
 DM7335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7335_STAMPING: 08102 1980
 DM7335_MARK LOGO: MIDT
 DM7335_PROJECTION: FLUSH
 DM7335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7335+STABILITY: SURFACE MOTION
 DM7335
 DM7335  HISTORY     - Date     Condition        Report By
 DM7335  HISTORY     - 1980     MONUMENTED       MI-015
 DM7335  HISTORY     - 20050701 GOOD             NGS
 DM7335
 DM7335                          STATION DESCRIPTION
 DM7335
 DM7335'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 DM7335'THE STATION IS LOCATED APPROXIMATELY 2.8 MI (4.5 KM) SOUTH OF
 DM7335'NASHVILLE, 7.0 MI (11.3 KM) NORTH-NORTHEAST OF ASSYRIA AT THE
 DM7335'INTERSECTION OF STATE HIGHWAYS M-66 AND M-79.  IN THE SOUTHEAST 1/4 OF
 DM7335'SECTION 11, T2N, R7W AND IN THE SOUTHEAST QUADRANT OF THE
 DM7335'INTERSECTION.
 DM7335'
 DM7335'TO REACH THE STATION FROM THE POST OFFICE IN NASHVILLE, GO SOUTH ON
 DM7335'M-66 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF M-79 (WEST).  CONTINUE
 DM7335'SOUTHERLY ON M-66 FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF M-79
 DM7335'(EAST) AND THE STATION.
 DM7335'
 DM7335'THE STATION IS LOCATED 75.6 FT (23.0 M) WEST OF A CONCRETE RIGHT OF
 DM7335'WAY POST, 43.3 FT (13.2 M) SOUTH-SOUTHEAST FROM THE BACK OF CURBING AT
 DM7335'THE MID POINT OF ARC AND 63.2 FT (19.3 M) NORTHWEST FROM A METAL
 DM7335'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7337 ***********************************************************************
 DM7337  DESIGNATION -  08103
 DM7337  PID         -  DM7337
 DM7337  STATE/COUNTY-  MI/BARRY
 DM7337  COUNTRY     -  US
 DM7337  USGS QUAD   -  DOWLING (2017)
 DM7337
 DM7337                         *CURRENT SURVEY CONTROL
 DM7337  ______________________________________________________________________
 DM7337* NAD 83(1986) POSITION- 42 36 38.9    (N) 085 16 13.7    (W)   HD_HELD2
 DM7337* NAVD 88 ORTHO HEIGHT -   278.344 (meters)      913.20  (feet) ADJUSTED
 DM7337  ______________________________________________________________________
 DM7337  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 DM7337  DYNAMIC HEIGHT  -        278.258 (meters)      912.92  (feet) COMP
 DM7337  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 DM7337
 DM7337  VERT ORDER      -  SECOND    CLASS I
 DM7337
 DM7337.The horizontal coordinates were established by autonomous hand held GPS
 DM7337.observations and have an estimated accuracy of +/- 10 meters.
 DM7337
 DM7337.The orthometric height was determined by differential leveling and
 DM7337.adjusted by the NATIONAL GEODETIC SURVEY
 DM7337.in August 2013.
 DM7337
 DM7337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7337.GEOID18 height accuracy estimate available here.
 DM7337
 DM7337.Click photographs - Photos may exist for this station.
 DM7337
 DM7337.The dynamic height is computed by dividing the NAVD 88
 DM7337.geopotential number by the normal gravity value computed on the
 DM7337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7337.degrees latitude (g = 980.6199 gals.).
 DM7337
 DM7337.The modeled gravity was interpolated from observed gravity values.
 DM7337
 DM7337;                    North         East    Units  Estimated Accuracy
 DM7337;SPC MI S     -   123,783.    3,925,847.      MT  (+/- 10 meters HH2 GPS)
 DM7337
 DM7337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4185919046(NAD 83)
 DM7337
 DM7337                          SUPERSEDED SURVEY CONTROL
 DM7337
 DM7337.No superseded survey control is available for this station.
 DM7337
 DM7337_MARKER: DD = SURVEY DISK
 DM7337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7337_STAMPING: 08103 1980
 DM7337_MARK LOGO: MIDT
 DM7337_PROJECTION: FLUSH
 DM7337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7337+STABILITY: SURFACE MOTION
 DM7337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7337+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 DM7337
 DM7337  HISTORY     - Date     Condition        Report By
 DM7337  HISTORY     - 1980     MONUMENTED       MI-015
 DM7337  HISTORY     - 20050515 GOOD             NGS
 DM7337  HISTORY     - 20160525 GOOD             MIDT
 DM7337
 DM7337                          STATION DESCRIPTION
 DM7337
 DM7337'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 DM7337'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 28, T3N, R8W,
 DM7337'OF HASTINGS TOWNSHIP.  THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM)
 DM7337'WEST OF NASHVILLE, 7.5 MI (12.1 KM) NORTHEAST OF CLOVERDALE AND 2.8 MI
 DM7337'(4.5 KM) SOUTH-SOUTHEAST OF HASTINGS IN THE SOUTHEAST CORNER OF THE
 DM7337'INTERSECTION OF STATE HIGHWAYS M-37 AND M-79.
 DM7337'
 DM7337'TO REACH THE STATION FROM THE BARRY COUNTY COURTHOUSE IN THE CITY OF
 DM7337'HASTINGS, GO SOUTH ON BROADWAY AVENUE (M-37) FOR 0.2 MI (0.3 KM) TO
 DM7337'THE INTERSECTION OF GREEN STREET.  TURN LEFT, EASTERLY ON GREEN STREET
 DM7337'(M-37) AND GO 0.35 MI (0.6 KM) TO THE INTERSECTION OF HANOVER STREET.
 DM7337'TURN RIGHT, SOUTHERLY ON HANOVER STREET (M-37) AND GO 2.6 MI (4.2 KM)
 DM7337'TO THE INTERSECTION OF STATE HIGHWAY M-79 AND THE STATION IN THE
 DM7337'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DM7337'
 DM7337'THE STATION IS LOCATED 70.7 FT (21.5 M) EAST OF THE CENTER OF M-37,
 DM7337'49.1 FT (15.0 M) NORTHWEST OF A RIGHT OF WAY FENCE AND 2 FT (0.6 M)
 DM7337'NORTH OF A CARSONITE WITNESS POST.
 DM7337
 DM7337                          STATION RECOVERY (2016)
 DM7337
 DM7337'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DM7337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8071 ***********************************************************************
 AA8071  CBN         -  This is a Cooperative Base Network Control Station.
 AA8071  DESIGNATION -  08104
 AA8071  PID         -  AA8071
 AA8071  STATE/COUNTY-  MI/BARRY
 AA8071  COUNTRY     -  US
 AA8071  USGS QUAD   -  BEDFORD (2017)
 AA8071
 AA8071                         *CURRENT SURVEY CONTROL
 AA8071  ______________________________________________________________________
 AA8071* NAD 83(2011) POSITION- 42 28 20.05481(N) 085 07 54.76477(W)   ADJUSTED
 AA8071* NAD 83(2011) ELLIP HT-   241.382 (meters)        (06/27/12)   ADJUSTED
 AA8071* NAD 83(2011) EPOCH   -  2010.00
 AA8071* NAVD 88 ORTHO HEIGHT -   275.104 (meters)      902.57  (feet) ADJUSTED
 AA8071  ______________________________________________________________________
 AA8071  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 AA8071  NAD 83(2011) X  -    399,865.320 (meters)                     COMP
 AA8071  NAD 83(2011) Y  - -4,694,919.977 (meters)                     COMP
 AA8071  NAD 83(2011) Z  -  4,284,603.495 (meters)                     COMP
 AA8071  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 AA8071  DYNAMIC HEIGHT  -        275.017 (meters)      902.28  (feet) COMP
 AA8071  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 AA8071
 AA8071  VERT ORDER      -  SECOND    CLASS I
 AA8071
 AA8071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8071  Standards:
 AA8071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8071  -------------------------------------------------------------------
 AA8071  NETWORK    0.81   2.00           0.38   0.25   1.02     -0.04058476
 AA8071  -------------------------------------------------------------------
 AA8071  Click here for local accuracies and other accuracy information.
 AA8071
 AA8071.The horizontal coordinates were established by GPS observations
 AA8071.and adjusted by the National Geodetic Survey in June 2012.
 AA8071
 AA8071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8071.been affixed to the stable North American tectonic plate. See 
 AA8071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8071
 AA8071.The horizontal coordinates are valid at the epoch date displayed above
 AA8071.which is a decimal equivalence of Year/Month/Day.
 AA8071
 AA8071.The orthometric height was determined by differential leveling and
 AA8071.adjusted by the NATIONAL GEODETIC SURVEY
 AA8071.in August 2013.
 AA8071
 AA8071.No vertical observational check was made to the station.
 AA8071
 AA8071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8071.GEOID18 height accuracy estimate available here.
 AA8071
 AA8071.Click photographs - Photos may exist for this station.
 AA8071
 AA8071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8071
 AA8071.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8071
 AA8071.The ellipsoidal height was determined by GPS observations
 AA8071.and is referenced to NAD 83.
 AA8071
 AA8071.The dynamic height is computed by dividing the NAVD 88
 AA8071.geopotential number by the normal gravity value computed on the
 AA8071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8071.degrees latitude (g = 980.6199 gals.).
 AA8071
 AA8071.The modeled gravity was interpolated from observed gravity values.
 AA8071
 AA8071. The following values were computed from the NAD 83(2011) position.
 AA8071
 AA8071;                    North         East     Units Scale Factor Converg.
 AA8071;SPC MI S     -   108,279.687 3,937,077.578   MT  0.99993268   -0 31 14.7
 AA8071;SPC MI S     -   355,248.32 12,916,921.19   iFT  0.99993268   -0 31 14.7
 AA8071;UTM  16      - 4,703,901.139   653,566.603   MT  0.99989016   +1 15 42.0
 AA8071
 AA8071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8071!SPC MI S     -   0.99996214  x   0.99993268  =   0.99989483
 AA8071!UTM  16      -   0.99996214  x   0.99989016  =   0.99985231
 AA8071
 AA8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5356603901(NAD 83)
 AA8071
 AA8071                          SUPERSEDED SURVEY CONTROL
 AA8071
 AA8071  NAD 83(2007)-  42 28 20.05503(N)    085 07 54.76567(W) AD(2002.00) 0
 AA8071  ELLIP H (02/10/07)  241.391  (m)                       GP(2002.00)    
 AA8071  ELLIP H (07/12/02)  241.397  (m)                       GP(       ) 4 2
 AA8071  NAD 83(1994)-  42 28 20.05477(N)    085 07 54.76580(W) AD(       ) B
 AA8071  ELLIP H (09/20/95)  241.424  (m)                       GP(       ) 1 2
 AA8071  NAVD 88 (09/20/95)  275.1    (m)  GEOID93  model used  GPS OBS        
 AA8071
 AA8071.Superseded values are not recommended for survey control.
 AA8071
 AA8071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8071.See file dsdata.pdf to determine how the superseded data were derived.
 AA8071
 AA8071_MARKER: DD = SURVEY DISK
 AA8071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8071_STAMPING: 08104
 AA8071_MARK LOGO: MIDT
 AA8071_PROJECTION: FLUSH
 AA8071_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8071+STABILITY: SURFACE MOTION
 AA8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8071+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 AA8071
 AA8071  HISTORY     - Date     Condition        Report By
 AA8071  HISTORY     - 1980     MONUMENTED       MI-015
 AA8071  HISTORY     - 19940520 GOOD             NGS
 AA8071  HISTORY     - 19940920 GOOD             MIDT
 AA8071  HISTORY     - 20040417 GOOD             USPSQD
 AA8071  HISTORY     - 20050901 GOOD             INDIV
 AA8071  HISTORY     - 20060517 GOOD             MIDT
 AA8071  HISTORY     - 20200715 GOOD             MIDT
 AA8071
 AA8071                          STATION DESCRIPTION
 AA8071
 AA8071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8071'STATION IS LOCATED 14 MI (22.5 KM) SOUTHEAST OF HASTINGS, 10 MI (16.1
 AA8071'KM) NORTH-NORTHEAST OF BATTLE CREEK, 9 MI (14.5 KM) SOUTH OF
 AA8071'NASHVILLE, AND 7 MI (11.3 KM) WEST-NORTHWEST OF BELLEVUE, ASSYRIA
 AA8071'TOWNSHIP, IN SECTION 16, T1N, R7W, IN THE NORTHWEST QUADRANT OF KEYES
 AA8071'ROAD AND STATE HIGHWAY 66, IN THE CLEAR VISION AREA. OWNERSHIP--STATE
 AA8071'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE POST OFFICE IN
 AA8071'NASHVILLE, GO SOUTH ON STATE HIGHWAY 66 FOR 10.4 MI (16.7 KM) TO A
 AA8071'GRAVEL ROAD WEST (KEYES ROAD) AND STATION ON THE RIGHT.  STATION IS
 AA8071'125 FT (38.1 M) NORTH OF THE CENTER OF KEYES ROAD, 59 FT (18.0 M) WEST
 AA8071'OF CENTERLINE OF HIGHWAY 66, 47 FT (14.3 M) SOUTHEAST OF CLEAR-VISION
 AA8071'FENCE AND 4 FT (1.2 M) EAST OF A METAL WITNESS POST.
 AA8071
 AA8071                          STATION RECOVERY (1994)
 AA8071
 AA8071'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 AA8071'STATION IS LOCATED IN QUAD 420852 ON THE BEDFORD QUADRANGLE MAP.  IT
 AA8071'IS IN THE NORTHEAST 1/4 SECTION 16, T-1-N, R-7-W, ASSYRIA TOWNSHIP.
 AA8071'ABOUT 14 MI (22.5 KM) SOUTHEAST OF HASTINGS, 10 MI (16.1 KM)
 AA8071'NORTH-NORTHEAST OF BATTLE CREEK, 9 MI (14.5 KM) SOUTH OF NASHVILLE, 7
 AA8071'MI (11.3 KM) WEST-NORTHWEST OF BELLEVUE.  OWNERSHIP--MICHIGAN
 AA8071'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE GENERAL STORE IN
 AA8071'ASSYRIA (NORTHEAST CORNER OF TASKER ROAD AND STATE HIGHWAY M-66)
 AA8071'TRAVEL NORTH ALONG HIGHWAY M-66 FOR 0.49 MI (0.79 KM) TO THE
 AA8071'INTERSECTION OF KEYES ROAD AND THE STATION IN THE CLEAR VISION AREA IN
 AA8071'THE NORTHWEST QUADRANT OF THIS INTERSECTION.  STATION IS AN ALUMINUM
 AA8071'DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE
 AA8071'MONUMENT FLUSH WITH THE GROUND.  IT IS 125.0 FT (38.1 M) NORTH FROM
 AA8071'THE CENTER OF KEYES ROAD, 59.0 FT (18.0 M) WEST FROM THE CENTER OF
 AA8071'HIGHWAY M-66, 47.0 FT (14.3 M) SOUTHEAST OF CLEAR VISION FENCELINE AND
 AA8071'4.0 FT (1.2 M) EAST FROM A METAL WITNESS POST WITH SIGN.  DESCRIBED BY
 AA8071'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR MICHIGAN.
 AA8071
 AA8071                          STATION RECOVERY (2004)
 AA8071
 AA8071'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA8071'RECOVERED IN GOOD CONDITION.
 AA8071
 AA8071                          STATION RECOVERY (2005)
 AA8071
 AA8071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 AA8071'RECOVERED IN GOOD CONDITION.
 AA8071
 AA8071                          STATION RECOVERY (2006)
 AA8071
 AA8071'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA8071'RECOVERED AS DESCRIBED.
 AA8071
 AA8071                          STATION RECOVERY (2020)
 AA8071
 AA8071'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA8071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1799 ***********************************************************************
 NF1799  DESIGNATION -  08200
 NF1799  PID         -  NF1799
 NF1799  STATE/COUNTY-  MI/BARRY
 NF1799  COUNTRY     -  US
 NF1799  USGS QUAD   -  SAUBEE LAKE (2017)
 NF1799
 NF1799                         *CURRENT SURVEY CONTROL
 NF1799  ______________________________________________________________________
 NF1799* NAD 83(2011) POSITION- 42 40 07.72057(N) 085 05 43.61151(W)   ADJUSTED
 NF1799* NAD 83(2011) ELLIP HT-   242.103 (meters)        (06/27/12)   ADJUSTED
 NF1799* NAD 83(2011) EPOCH   -  2010.00
 NF1799* NAVD 88 ORTHO HEIGHT -   276.010 (meters)      905.54  (feet) ADJUSTED
 NF1799  ______________________________________________________________________
 NF1799  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 NF1799  NAD 83(2011) X  -    401,587.533 (meters)                     COMP
 NF1799  NAD 83(2011) Y  - -4,679,946.657 (meters)                     COMP
 NF1799  NAD 83(2011) Z  -  4,300,685.809 (meters)                     COMP
 NF1799  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 NF1799  DYNAMIC HEIGHT  -        275.924 (meters)      905.26  (feet) COMP
 NF1799  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 NF1799
 NF1799  VERT ORDER      -  SECOND    CLASS I
 NF1799
 NF1799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1799  Standards:
 NF1799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1799  -------------------------------------------------------------------
 NF1799  NETWORK    1.09   1.86           0.49   0.35   0.95      0.49683005
 NF1799  -------------------------------------------------------------------
 NF1799  Click here for local accuracies and other accuracy information.
 NF1799
 NF1799.The horizontal coordinates were established by GPS observations
 NF1799.and adjusted by the National Geodetic Survey in June 2012.
 NF1799
 NF1799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1799.been affixed to the stable North American tectonic plate. See 
 NF1799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1799
 NF1799.The horizontal coordinates are valid at the epoch date displayed above
 NF1799.which is a decimal equivalence of Year/Month/Day.
 NF1799
 NF1799.The orthometric height was determined by differential leveling and
 NF1799.adjusted by the NATIONAL GEODETIC SURVEY
 NF1799.in August 2013.
 NF1799
 NF1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1799.GEOID18 height accuracy estimate available here.
 NF1799
 NF1799.Click photographs - Photos may exist for this station.
 NF1799
 NF1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1799
 NF1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1799
 NF1799.The ellipsoidal height was determined by GPS observations
 NF1799.and is referenced to NAD 83.
 NF1799
 NF1799.The dynamic height is computed by dividing the NAVD 88
 NF1799.geopotential number by the normal gravity value computed on the
 NF1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1799.degrees latitude (g = 980.6199 gals.).
 NF1799
 NF1799.The modeled gravity was interpolated from observed gravity values.
 NF1799
 NF1799. The following values were computed from the NAD 83(2011) position.
 NF1799
 NF1799;                    North         East     Units Scale Factor Converg.
 NF1799;SPC MI S     -   130,086.874 3,940,262.213   MT  0.99991396   -0 29 45.4
 NF1799;SPC MI S     -   426,794.21 12,927,369.47   iFT  0.99991396   -0 29 45.4
 NF1799;UTM  16      - 4,725,796.330   656,070.458   MT  0.99989968   +1 17 27.9
 NF1799
 NF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1799!SPC MI S     -   0.99996203  x   0.99991396  =   0.99987600
 NF1799!UTM  16      -   0.99996203  x   0.99989968  =   0.99986172
 NF1799
 NF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5607025796(NAD 83)
 NF1799
 NF1799                          SUPERSEDED SURVEY CONTROL
 NF1799
 NF1799  NAD 83(2007)-  42 40 07.71930(N)    085 05 43.61174(W) AD(2002.00) 0
 NF1799  ELLIP H (02/10/07)  242.124  (m)                       GP(2002.00)    
 NF1799  ELLIP H (07/17/02)  242.144  (m)                       GP(       ) 4 1
 NF1799  NAD 83(1994)-  42 40 07.71963(N)    085 05 43.61260(W) AD(       ) 2
 NF1799  ELLIP H (02/03/97)  242.162  (m)                       GP(       ) 4 1
 NF1799  NAD 83(1986)-  42 40 07.71867(N)    085 05 43.62752(W) AD(       ) 2
 NF1799  NAVD 88 (10/25/93)  276.0    (m)  GEOID93  model used  GPS OBS        
 NF1799
 NF1799.Superseded values are not recommended for survey control.
 NF1799
 NF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1799.See file dsdata.pdf to determine how the superseded data were derived.
 NF1799
 NF1799_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1799_STAMPING: 08200 1991
 NF1799_MARK LOGO: MIDT
 NF1799_PROJECTION: FLUSH
 NF1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1799+STABILITY: SURFACE MOTION
 NF1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1799+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 NF1799
 NF1799  HISTORY     - Date     Condition        Report By
 NF1799  HISTORY     - 1991     MONUMENTED       MIDT
 NF1799  HISTORY     - 19951113 GOOD             MI-015
 NF1799  HISTORY     - 19970311 GOOD             USPSQD
 NF1799  HISTORY     - 20050517 GOOD             MIDT
 NF1799  HISTORY     - 20200710 GOOD             MIDT
 NF1799
 NF1799                          STATION DESCRIPTION
 NF1799
 NF1799'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1799'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1799'SECTION 2, T-3-N, R-7-W, CASTLETON TOWNSHIP AND ON THE SAUBEE
 NF1799'QUADRANGLE MAP. IT IS ABOUT 10 MILES (16.1 KM) NORTHEAST FROM
 NF1799'HASTINGS, 4-1/4 MILES NORTH FROM NASHVILLE,  4-1/4 MILES SOUTHEAST
 NF1799'FROM WOODLAND AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1799'
 NF1799'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66 AND STATE HIGHWAY
 NF1799'M-79 IN NASHVILLE, GO NORTH ON M-66 FOR 4.95 MI (7.97 KM) TO THE
 NF1799'BAYNE ROAD INTERSECTION AND THE STATION ON THE LEFT IN THE NORTHWEST
 NF1799'QUADRANT OF THE INTERSECTION.
 NF1799'
 NF1799'STATION IS 112.0 FT (34.1 M) NORTHWEST FROM A UTILITY POLE, 72.5 FT
 NF1799'(22.1 M) NORTHWEST FROM THE MONUMENT BOX AT THE CENTER OF THE
 NF1799'INTERSECTION, 62.0 FT (18.9 M) NORTH OF THE BAYNE ROAD CENTERLINE,
 NF1799'45.5 FT (13.9 M) WEST OF THE M-66 CENTERLINE AND 2.3 FT (0.7 M) EAST
 NF1799'FROM A METAL WITNESS POST WITH SIGN.
 NF1799
 NF1799                          STATION RECOVERY (1995)
 NF1799
 NF1799'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1799'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1799'SECTION 2, T-3-N, R-7-W, CASTLETON TOWNSHIP, AND ON THE SAUBEE
 NF1799'QUADRANGLE MAP.  IT IS ABOUT 10 MILES (16.1 KM) NORTHEAST FROM
 NF1799'HASTINGS, 4 1/4 MILES NORTH FROM NASHVILLE, 4 1/4 MILES SOUTHEAST FROM
 NF1799'WOODLAND AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY. TO REACH FROM THE
 NF1799'INTERSECTION OF STATE HIGHWAY M-66 AND STATE HIGHWAY M-79 IN
 NF1799'NASHVILLE, GO NORTH ON M-66 FOR 4.95 MILES (7.97 KM) TO THE BAYNE ROAD
 NF1799'INTERSECTION AND THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF
 NF1799'THE INTERSECTION. STATION IS 112.0 FT (34.1 M) NORTHWEST FROM A
 NF1799'UTILITY POLE, 72.5 FT (22.1 M) NORTHWEST FROM THE MONUMENT BOX AT THE
 NF1799'CENTER OF THE INTERSECTION, 62.0 FT (18.9 M) NORTH OF THE BAYNE ROAD
 NF1799'CENTERLINE, 45.5 FT (13.9 M) WEST OF THE M-66 CENTERLINE AND 2.3 FT
 NF1799'(0.7 M) EAST FROM A METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY
 NF1799'COUNTY REMONUMENTATION) WITNESS FROM MIDT READS STATION IS 112.0 FT
 NF1799'(34.1 M) NORTHWEST OF A UTILITY POLE THIS WITNESS SHOULD READ
 NF1799'NORTHEAST.
 NF1799
 NF1799                          STATION RECOVERY (1997)
 NF1799
 NF1799'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1799'RECOVERED IN GOOD CONDITION.
 NF1799
 NF1799                          STATION RECOVERY (2005)
 NF1799
 NF1799'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 NF1799'RECOVERED AS DESCRIBED.
 NF1799
 NF1799                          STATION RECOVERY (2020)
 NF1799
 NF1799'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF1799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1800 ***********************************************************************
 NF1800  DESIGNATION -  08201
 NF1800  PID         -  NF1800
 NF1800  STATE/COUNTY-  MI/BARRY
 NF1800  COUNTRY     -  US
 NF1800  USGS QUAD   -  SAUBEE LAKE (2017)
 NF1800
 NF1800                         *CURRENT SURVEY CONTROL
 NF1800  ______________________________________________________________________
 NF1800* NAD 83(2011) POSITION- 42 41 01.29790(N) 085 05 42.55427(W)   ADJUSTED
 NF1800* NAD 83(2011) ELLIP HT-   219.927 (meters)        (06/27/12)   ADJUSTED
 NF1800* NAD 83(2011) EPOCH   -  2010.00
 NF1800* NAVD 88 ORTHO HEIGHT -   253.849 (meters)      832.84  (feet) ADJUSTED
 NF1800  ______________________________________________________________________
 NF1800  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 NF1800  NAD 83(2011) X  -    401,514.305 (meters)                     COMP
 NF1800  NAD 83(2011) Y  - -4,678,811.752 (meters)                     COMP
 NF1800  NAD 83(2011) Z  -  4,301,886.286 (meters)                     COMP
 NF1800  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 NF1800  DYNAMIC HEIGHT  -        253.770 (meters)      832.58  (feet) COMP
 NF1800  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NF1800
 NF1800  VERT ORDER      -  SECOND    CLASS I
 NF1800
 NF1800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1800  Standards:
 NF1800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1800  -------------------------------------------------------------------
 NF1800  NETWORK    1.07   1.82           0.48   0.34   0.93      0.49345425
 NF1800  -------------------------------------------------------------------
 NF1800  Click here for local accuracies and other accuracy information.
 NF1800
 NF1800.The horizontal coordinates were established by GPS observations
 NF1800.and adjusted by the National Geodetic Survey in June 2012.
 NF1800
 NF1800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1800.been affixed to the stable North American tectonic plate. See 
 NF1800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1800
 NF1800.The horizontal coordinates are valid at the epoch date displayed above
 NF1800.which is a decimal equivalence of Year/Month/Day.
 NF1800
 NF1800.The orthometric height was determined by differential leveling and
 NF1800.adjusted by the NATIONAL GEODETIC SURVEY
 NF1800.in August 2013.
 NF1800
 NF1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1800.GEOID18 height accuracy estimate available here.
 NF1800
 NF1800.Click photographs - Photos may exist for this station.
 NF1800
 NF1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1800
 NF1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1800
 NF1800.The ellipsoidal height was determined by GPS observations
 NF1800.and is referenced to NAD 83.
 NF1800
 NF1800.The dynamic height is computed by dividing the NAVD 88
 NF1800.geopotential number by the normal gravity value computed on the
 NF1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1800.degrees latitude (g = 980.6199 gals.).
 NF1800
 NF1800.The modeled gravity was interpolated from observed gravity values.
 NF1800
 NF1800. The following values were computed from the NAD 83(2011) position.
 NF1800
 NF1800;                    North         East     Units Scale Factor Converg.
 NF1800;SPC MI S     -   131,739.715 3,940,300.588   MT  0.99991302   -0 29 44.7
 NF1800;SPC MI S     -   432,216.91 12,927,495.37   iFT  0.99991302   -0 29 44.7
 NF1800;UTM  16      - 4,727,449.540   656,057.267   MT  0.99989963   +1 17 29.9
 NF1800
 NF1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1800!SPC MI S     -   0.99996551  x   0.99991302  =   0.99987853
 NF1800!UTM  16      -   0.99996551  x   0.99989963  =   0.99986514
 NF1800
 NF1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5605727449(NAD 83)
 NF1800
 NF1800                          SUPERSEDED SURVEY CONTROL
 NF1800
 NF1800  NAD 83(2007)-  42 41 01.29663(N)    085 05 42.55451(W) AD(2002.00) 0
 NF1800  ELLIP H (02/10/07)  219.947  (m)                       GP(2002.00)    
 NF1800  ELLIP H (07/17/02)  219.967  (m)                       GP(       ) 4 1
 NF1800  NAD 83(1994)-  42 41 01.29696(N)    085 05 42.55537(W) AD(       ) 2
 NF1800  ELLIP H (02/03/97)  219.986  (m)                       GP(       ) 4 1
 NF1800  NAD 83(1986)-  42 41 01.29600(N)    085 05 42.57029(W) AD(       ) 2
 NF1800  NAVD 88 (10/25/93)  253.9    (m)  GEOID93  model used  GPS OBS        
 NF1800
 NF1800.Superseded values are not recommended for survey control.
 NF1800
 NF1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1800.See file dsdata.pdf to determine how the superseded data were derived.
 NF1800
 NF1800_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1800_STAMPING: 08201 1991
 NF1800_MARK LOGO: MIDT
 NF1800_PROJECTION: FLUSH
 NF1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1800+STABILITY: SURFACE MOTION
 NF1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1800+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 NF1800
 NF1800  HISTORY     - Date     Condition        Report By
 NF1800  HISTORY     - 1991     MONUMENTED       MIDT
 NF1800  HISTORY     - 19951113 GOOD             MI-015
 NF1800  HISTORY     - 19970311 GOOD             USPSQD
 NF1800  HISTORY     - 20050517 GOOD             MIDT
 NF1800
 NF1800                          STATION DESCRIPTION
 NF1800
 NF1800'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1800'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1800'SECTION 36, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE SAUBEE
 NF1800'QUADRANGLE MAP.  IT IS ABOUT 10-1/4 MILES NORTHEAST FROM HASTINGS,
 NF1800'5-1/2 MILES NORTH FROM NASHVILLE, 3-1/2 MILES SOUTHEAST FROM WOODLAND
 NF1800'AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1800'
 NF1800'TO REACH FROM THE STATE HIGHWAY M-66 AND STATE HIGHWAY M-79
 NF1800'INTERSECTION IN NASHVILLE, GO NORTH ON M-66 FOR 6.0 MI (9.7 KM) TO
 NF1800'THE COATS GROVE ROAD INTERSECTION AND THE STATION ON THE RIGHT IN THE
 NF1800'NORTHEAST QUADRANT OF THE INTERSECTION.
 NF1800'
 NF1800'STATION IS 117.0 FT (35.7 M) SOUTHWEST FROM A 24-INCH POPLAR TREE,
 NF1800'60.0 FT (18.3 M) NORTHEAST FROM THE MONUMENT BOX AT THE CENTER OF THE
 NF1800'INTERSECTION, 56.0 FT (17.1 M) NORTH FROM THE CENTERLINE OF COATS
 NF1800'GROVE ROAD, 29.5 FT (9.0 M) EAST FROM THE CENTERLINE OF M-66 AND 3.0
 NF1800'FT (0.9 M) WEST FROM A METAL WITNESS POST WITH SIGN.
 NF1800
 NF1800                          STATION RECOVERY (1995)
 NF1800
 NF1800'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1800'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1800'SECTION 36, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE SAUBEE
 NF1800'QUADRANGLE MAP.  IT IS ABOUT 10 1/4 MILES NORTHEAST FROM HASTINGS, 5
 NF1800'1/2 MILES NORTH FROM NASHVILLE, 3 1/2 MILES SOUTHEAST FROM WOODLAND
 NF1800'AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY. TO REACH FROM THE STATE
 NF1800'HIGHWAY M-66 AND STATE HIGHWAY M-79 INTERSECTION IN NASHVILLE, GO
 NF1800'NORTH ON M-66 FOR 6.0 MI (9.7 KM) TO THE COATS GROVE ROAD INTERSECTION
 NF1800'AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 NF1800'INTERSECTION. STATION IS 117.0 FT (35.7 M) SOUTHWEST FROM A 24-INCH
 NF1800'POPLAR TREE, 60.0 FT (18.3 M) NORTHEAST FROM THE MONUMENT BOX AT THE
 NF1800'CENTER OF THE INTERSECTION, 56.0 FT (17.1 M) NORTH FROM THE CENTERLINE
 NF1800'OF COATS GROVE ROAD, 29.5 FT (9.0 M) EAST FROM THE CENTERLINE OF M-66,
 NF1800'AND 3.0 FT (0.9 M) WEST FROM A METAL WITNESS POST WITH SIGN. RECOVERY
 NF1800'1995 (BARRY COUNTY REMONUMENTATION) FOUND AS DESCRIBED.
 NF1800
 NF1800                          STATION RECOVERY (1997)
 NF1800
 NF1800'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1800'RECOVERED IN GOOD CONDITION.
 NF1800
 NF1800                          STATION RECOVERY (2005)
 NF1800
 NF1800'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 NF1800'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1801 ***********************************************************************
 NF1801  DESIGNATION -  08202
 NF1801  PID         -  NF1801
 NF1801  STATE/COUNTY-  MI/BARRY
 NF1801  COUNTRY     -  US
 NF1801  USGS QUAD   -  WOODBURY (2017)
 NF1801
 NF1801                         *CURRENT SURVEY CONTROL
 NF1801  ______________________________________________________________________
 NF1801* NAD 83(2011) POSITION- 42 45 22.30253(N) 085 06 50.89180(W)   ADJUSTED
 NF1801* NAD 83(2011) ELLIP HT-   233.712 (meters)        (06/27/12)   ADJUSTED
 NF1801* NAD 83(2011) EPOCH   -  2010.00
 NF1801* NAVD 88 ORTHO HEIGHT -   267.552 (meters)      877.79  (feet) ADJUSTED
 NF1801  ______________________________________________________________________
 NF1801  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 NF1801  NAD 83(2011) X  -    399,499.623 (meters)                     COMP
 NF1801  NAD 83(2011) Y  - -4,673,510.333 (meters)                     COMP
 NF1801  NAD 83(2011) Z  -  4,307,812.928 (meters)                     COMP
 NF1801  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 NF1801  DYNAMIC HEIGHT  -        267.472 (meters)      877.53  (feet) COMP
 NF1801  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 NF1801
 NF1801  VERT ORDER      -  SECOND    CLASS I
 NF1801
 NF1801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1801  Standards:
 NF1801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1801  -------------------------------------------------------------------
 NF1801  NETWORK    5.02   5.80           1.79   2.17   2.96      0.41898337
 NF1801  -------------------------------------------------------------------
 NF1801  Click here for local accuracies and other accuracy information.
 NF1801
 NF1801.The horizontal coordinates were established by GPS observations
 NF1801.and adjusted by the National Geodetic Survey in June 2012.
 NF1801
 NF1801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1801.been affixed to the stable North American tectonic plate. See 
 NF1801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1801
 NF1801.The horizontal coordinates are valid at the epoch date displayed above
 NF1801.which is a decimal equivalence of Year/Month/Day.
 NF1801
 NF1801.The orthometric height was determined by differential leveling and
 NF1801.adjusted by the NATIONAL GEODETIC SURVEY
 NF1801.in August 2013.
 NF1801
 NF1801.No vertical observational check was made to the station.
 NF1801
 NF1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1801.GEOID18 height accuracy estimate available here.
 NF1801
 NF1801.Click photographs - Photos may exist for this station.
 NF1801
 NF1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1801
 NF1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1801
 NF1801.The ellipsoidal height was determined by GPS observations
 NF1801.and is referenced to NAD 83.
 NF1801
 NF1801.The dynamic height is computed by dividing the NAVD 88
 NF1801.geopotential number by the normal gravity value computed on the
 NF1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1801.degrees latitude (g = 980.6199 gals.).
 NF1801
 NF1801.The modeled gravity was interpolated from observed gravity values.
 NF1801
 NF1801. The following values were computed from the NAD 83(2011) position.
 NF1801
 NF1801;                    North         East     Units Scale Factor Converg.
 NF1801;SPC MI S     -   139,806.288 3,938,816.500   MT  0.99990939   -0 30 31.2
 NF1801;SPC MI S     -   458,682.05 12,922,626.31   iFT  0.99990939   -0 30 31.2
 NF1801;UTM  16      - 4,735,465.752   654,322.195   MT  0.99989300   +1 16 49.9
 NF1801
 NF1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1801!SPC MI S     -   0.99996335  x   0.99990939  =   0.99987274
 NF1801!UTM  16      -   0.99996335  x   0.99989300  =   0.99985635
 NF1801
 NF1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5432235465(NAD 83)
 NF1801
 NF1801                          SUPERSEDED SURVEY CONTROL
 NF1801
 NF1801  NAD 83(2007)-  42 45 22.30265(N)    085 06 50.89262(W) AD(2002.00) 0
 NF1801  ELLIP H (02/10/07)  233.709  (m)                       GP(2002.00)    
 NF1801  ELLIP H (07/17/02)  233.729  (m)                       GP(       ) 4 1
 NF1801  NAD 83(1994)-  42 45 22.30288(N)    085 06 50.89352(W) AD(       ) 2
 NF1801  ELLIP H (02/03/97)  233.749  (m)                       GP(       ) 4 1
 NF1801  NAD 83(1986)-  42 45 22.30223(N)    085 06 50.90891(W) AD(       ) 2
 NF1801  NAVD 88 (10/25/93)  267.6    (m)  GEOID93  model used  GPS OBS        
 NF1801
 NF1801.Superseded values are not recommended for survey control.
 NF1801
 NF1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1801.See file dsdata.pdf to determine how the superseded data were derived.
 NF1801
 NF1801_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1801_STAMPING: 08202 1991
 NF1801_MARK LOGO: MIDT
 NF1801_PROJECTION: FLUSH
 NF1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1801+STABILITY: SURFACE MOTION
 NF1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1801+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 NF1801
 NF1801  HISTORY     - Date     Condition        Report By
 NF1801  HISTORY     - 1991     MONUMENTED       MIDT
 NF1801  HISTORY     - 19951117 GOOD             MI-015
 NF1801  HISTORY     - 19970311 GOOD             USPSQD
 NF1801  HISTORY     - 20050701 GOOD             NGS
 NF1801
 NF1801                          STATION DESCRIPTION
 NF1801
 NF1801'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1801'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1801'SECTION 3, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1801'QUADRANGLE MAP. IT IS ABOUT 14-1/2 MILES SOUTHWEST FROM PORTLAND,
 NF1801'11-3/4 MILES NORTHEAST FROM HASTINGS, 2-1/4 MILES SOUTHEAST FROM LAKE
 NF1801'ODESSA AND ON COUNTY ROAD RIGHT-OF-WAY.
 NF1801'
 NF1801'TO REACH THE STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43
 NF1801'AND STATE HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST
 NF1801'FROM LAKE ODESSA, GO WEST ON M-50 FOR 1.85 MI (2.98 KM) TO A CURVE
 NF1801'RIGHT AND BROWN ROAD ON THE LEFT.  TURN LEFT ON BROWN ROAD AND GO
 NF1801'WEST FOR 0.25 MI (0.40 KM) TO THE VELTE ROAD INTERSECTION AND THE
 NF1801'STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 NF1801'
 NF1801'STATION IS 167.0 FT (50.9 M) NORTH FROM A 28-INCH MAPLE TREE, 60.0 FT
 NF1801'(18.3 M) SOUTHWEST FROM A 12-INCH ELM TREE, 42.5 FT (13.0 M) NORTH
 NF1801'FROM THE CENTERLINE OF BROWN ROAD, 52.0 FT (15.8 M) NORTHWEST FROM
 NF1801'THE MONUMENT BOX AT THE CENTER OF THE INTERSECTION, 31.0 FT (9.4 M)
 NF1801'WEST OF THE CENTERLINE OF VELTE ROAD AND 1.3 FT (0.4 M) NORTH FROM A
 NF1801'METAL WITNESS POST WITH SIGN.
 NF1801
 NF1801                          STATION RECOVERY (1995)
 NF1801
 NF1801'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1801'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1801'SECTION 3, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1801'QUADRANGLE MAP.  IT IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST FROM
 NF1801'PORTLAND, 11.75 MI (18.91 KM) NORTHEAST FROM HASTINGS, 2.25 MI (3.62
 NF1801'KM) SOUTHEAST FROM LAKE ODESSA AND ON COUNTY ROAD RIGHT-OF-WAY. TO
 NF1801'REACH STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43, AND
 NF1801'STATE HIGHWAY M-50 INTERSECTION ABOUT 4 MI (6.4 KM) SOUTHEAST FROM
 NF1801'LAKE ODESSA, GO WEST ON M-50 FOR 1.85 MI (2.98 KM) TO A CURVE RIGHT
 NF1801'AND BROWN ROAD ON THE LEFT.  TURN LEFT ON BROWN ROAD AND GO WEST FOR
 NF1801'0.25 MI (0.40 KM) TO THE VELTE ROAD INTERSECTION AND THE STATION ON
 NF1801'THE RIGHT IN THE NORTHWEST QUADRANT OF THE INTERSECTION. STATION IS
 NF1801'167.0 FT (50.9 M) NORTH FROM A 28 IN MAPLE TREE, 60 FT (18.3 M)
 NF1801'SOUTHWEST FROM A 12 IN ELM TREE, 42.5 FT (13.0 M) NORTH FROM THE
 NF1801'CENTERLINE OF BROWN ROAD, 52.0 FT (15.8 M) NORTHWEST FROM THE MONUMENT
 NF1801'BOX AT THE CENTER OF THE INTERSECTION, 31.0 FT (9.4 M) WEST OF THE
 NF1801'CENTERLINE OF VELTE ROAD AND 1.3 FT (0.4 M) NORTH FROM A METAL WITNESS
 NF1801'POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) METAL
 NF1801'WITNESS POST HAS BEEN DESTROYED.  14.2 FT (4.3 M) WEST-SOUTHWEST OF
 NF1801'STOP SIGN POST.
 NF1801
 NF1801                          STATION RECOVERY (1997)
 NF1801
 NF1801'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1801'RECOVERED IN GOOD CONDITION.
 NF1801
 NF1801                          STATION RECOVERY (2005)
 NF1801
 NF1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF1801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1802 ***********************************************************************
 NF1802  DESIGNATION -  08203
 NF1802  PID         -  NF1802
 NF1802  STATE/COUNTY-  MI/BARRY
 NF1802  COUNTRY     -  US
 NF1802  USGS QUAD   -  WOODBURY (2017)
 NF1802
 NF1802                         *CURRENT SURVEY CONTROL
 NF1802  ______________________________________________________________________
 NF1802* NAD 83(2011) POSITION- 42 46 06.03419(N) 085 06 49.80660(W)   ADJUSTED
 NF1802* NAD 83(2011) ELLIP HT-   230.535 (meters)        (06/27/12)   ADJUSTED
 NF1802* NAD 83(2011) EPOCH   -  2010.00
 NF1802* NAVD 88 ORTHO HEIGHT -   264.4   (meters)      867.    (feet) GPS OBS
 NF1802  ______________________________________________________________________
 NF1802  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1802  GEOID HEIGHT    -        -33.600 (meters)                     GEOID93
 NF1802  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 NF1802  NAD 83(2011) X  -    399,445.969 (meters)                     COMP
 NF1802  NAD 83(2011) Y  - -4,672,592.975 (meters)                     COMP
 NF1802  NAD 83(2011) Z  -  4,308,801.552 (meters)                     COMP
 NF1802  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 NF1802
 NF1802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1802  Standards:
 NF1802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1802  -------------------------------------------------------------------
 NF1802  NETWORK    5.02   5.84           1.79   2.17   2.98      0.42006247
 NF1802  -------------------------------------------------------------------
 NF1802  Click here for local accuracies and other accuracy information.
 NF1802
 NF1802.The horizontal coordinates were established by GPS observations
 NF1802.and adjusted by the National Geodetic Survey in June 2012.
 NF1802
 NF1802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1802.been affixed to the stable North American tectonic plate. See 
 NF1802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1802
 NF1802.The horizontal coordinates are valid at the epoch date displayed above
 NF1802.which is a decimal equivalence of Year/Month/Day.
 NF1802
 NF1802.The orthometric height was determined by GPS observations and a
 NF1802.high-resolution geoid model.
 NF1802
 NF1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1802.GEOID18 height accuracy estimate available here.
 NF1802
 NF1802.Click photographs - Photos may exist for this station.
 NF1802
 NF1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1802
 NF1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1802
 NF1802.The ellipsoidal height was determined by GPS observations
 NF1802.and is referenced to NAD 83.
 NF1802
 NF1802. The following values were computed from the NAD 83(2011) position.
 NF1802
 NF1802;                    North         East     Units Scale Factor Converg.
 NF1802;SPC MI S     -   141,155.356 3,938,853.148   MT  0.99990894   -0 30 30.5
 NF1802;SPC MI S     -   463,108.12 12,922,746.55   iFT  0.99990894   -0 30 30.5
 NF1802;UTM  16      - 4,736,815.285   654,316.701   MT  0.99989298   +1 16 51.7
 NF1802
 NF1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1802!SPC MI S     -   0.99996385  x   0.99990894  =   0.99987279
 NF1802!UTM  16      -   0.99996385  x   0.99989298  =   0.99985683
 NF1802
 NF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5431636815(NAD 83)
 NF1802
 NF1802                          SUPERSEDED SURVEY CONTROL
 NF1802
 NF1802  NAD 83(2007)-  42 46 06.03432(N)    085 06 49.80742(W) AD(2002.00) 0
 NF1802  ELLIP H (02/10/07)  230.533  (m)                       GP(2002.00)    
 NF1802  ELLIP H (07/17/02)  230.552  (m)                       GP(       ) 4 1
 NF1802  NAD 83(1994)-  42 46 06.03454(N)    085 06 49.80832(W) AD(       ) 2
 NF1802  ELLIP H (02/03/97)  230.572  (m)                       GP(       ) 4 1
 NF1802  NAD 83(1986)-  42 46 06.03389(N)    085 06 49.82371(W) AD(       ) 2
 NF1802
 NF1802.Superseded values are not recommended for survey control.
 NF1802
 NF1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1802.See file dsdata.pdf to determine how the superseded data were derived.
 NF1802
 NF1802_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1802_STAMPING: 08203 1991
 NF1802_MARK LOGO: MIDT
 NF1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1802+STABILITY: SURFACE MOTION
 NF1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1802+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1995
 NF1802
 NF1802  HISTORY     - Date     Condition        Report By
 NF1802  HISTORY     - 1991     MONUMENTED       MIDT
 NF1802  HISTORY     - 19951117 GOOD             MI-015
 NF1802  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF1802  HISTORY     - 20050701 MARK NOT FOUND   NGS
 NF1802
 NF1802                          STATION DESCRIPTION
 NF1802
 NF1802'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1802'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1802'SECTION 2, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1802'QUADRANGLE MAP. IT IS ABOUT 13 MILES (20.9 KM) SOUTHWEST FROM
 NF1802'PORTLAND, 12-1/2 MILES NORTHEAST FROM HASTINGS, 1-1/2 MILES
 NF1802'SOUTH-SOUTHEAST FROM LAKE ODESSA AND ON THE STATE HIGHWAY M-50
 NF1802'RIGHT-OF-WAY.
 NF1802'
 NF1802'TO REACH FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43 AND STATE
 NF1802'HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST FROM LAKE
 NF1802'ODESSA, GO WEST ON M-50 FOR 2.85 MI (4.59 KM) TO THE --T--
 NF1802'INTERSECTION OF VELTE ROAD ON THE RIGHT AND THE STATION IN THE SE
 NF1802'QUADRANT OF THE INTERSECTION.
 NF1802'
 NF1802'STATION IS 64.0 FT (19.5 M) SOUTHEAST FROM A 12-INCH PINE TREE, 49.0
 NF1802'FT (14.9 M) NORTHEAST FROM THE CENTERLINE OF M-50, 38.6 FT (11.8 M)
 NF1802'SOUTH FROM A STOP SIGN, 13.5 FT (4.1 M) NORTHEAST FROM THE CENTER OF A
 NF1802'CULVERT HEADWALL AND 6.9 FT (2.1 M) NORTH FROM A METAL WITNESS POST
 NF1802'WITH SIGN.
 NF1802
 NF1802                          STATION RECOVERY (1995)
 NF1802
 NF1802'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1802'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1802'SECTION 2, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1802'QUADRANGLE MAP.  IT IS ABOUT 13 MI (20.9 KM) SOUTHWEST FROM PORTLAND,
 NF1802'12 1/2 MI NORTHEAST FROM HASTINGS, 1.5 MI (2.4 KM) SOUTH-SOUTHEAST
 NF1802'FROM LAKE ODESSA AND ON THE STATE HIGHWAY M-50 RIGHT-OF-WAY. TO REACH
 NF1802'STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43, AND STATE
 NF1802'HIGHWAY M-50 INTERSECTION ABOUTH 4 MI (6.4 KM) SOUTHEAST FROM LAKE
 NF1802'ODESSA, GO WEST ON M-50 FOR 2.85 MI (4.59 KM) TO THE --T--
 NF1802'INTERSECTION OF VELTE ROAD ON THE RIGHT AND THE STATION IN THE SE
 NF1802'QUADRANT OF THE INTERSECTION. STATION IS 64.0 FT (19.5 M) SOUTHEAST
 NF1802'FROM A 12 IN PINE TREE, 49.0 FT (14.9 M) NORTHEAST FROM THE CENTERLINE
 NF1802'OF M-50, 38.6 FT (11.8 M) SOUTH FROM A STOP SIGN, 13.5 FT (4.1 M)
 NF1802'NORTHEAST FROM THE CENTER OF A CULVERT HEADWALL, AND 6.9 FT (2.1 M)
 NF1802'NORTH FROM A METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY
 NF1802'REMONUMENTAION) DIRECTION FROM PINE SHOULD BE WEST-SOUTHWEST.
 NF1802
 NF1802                          STATION RECOVERY (1997)
 NF1802
 NF1802'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1802'MARK NOT FOUND.
 NF1802
 NF1802                          STATION RECOVERY (2005)
 NF1802
 NF1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF1802'NOT RECOVERED.  STATION SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9523 ***********************************************************************
 AA9523  DESIGNATION -  08301
 AA9523  PID         -  AA9523
 AA9523  STATE/COUNTY-  MI/BARRY
 AA9523  COUNTRY     -  US
 AA9523  USGS QUAD   -  NASHVILLE (2017)
 AA9523
 AA9523                         *CURRENT SURVEY CONTROL
 AA9523  ______________________________________________________________________
 AA9523* NAD 83(2011) POSITION- 42 36 11.75898(N) 085 06 56.89551(W)   ADJUSTED
 AA9523* NAD 83(2011) ELLIP HT-   217.519 (meters)        (06/27/12)   ADJUSTED
 AA9523* NAD 83(2011) EPOCH   -  2010.00
 AA9523* NAVD 88 ORTHO HEIGHT -   251.387 (meters)      824.76  (feet) ADJUSTED
 AA9523  ______________________________________________________________________
 AA9523  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 AA9523  NAD 83(2011) X  -    400,343.142 (meters)                     COMP
 AA9523  NAD 83(2011) Y  - -4,684,985.061 (meters)                     COMP
 AA9523  NAD 83(2011) Z  -  4,295,312.472 (meters)                     COMP
 AA9523  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 AA9523  DYNAMIC HEIGHT  -        251.307 (meters)      824.50  (feet) COMP
 AA9523  MODELED GRAVITY -    980,298.3   (mgal)                       NAVD 88
 AA9523
 AA9523  VERT ORDER      -  SECOND    CLASS I
 AA9523
 AA9523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9523  Standards:
 AA9523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9523  -------------------------------------------------------------------
 AA9523  NETWORK    0.92   2.10           0.43   0.29   1.07     -0.06323851
 AA9523  -------------------------------------------------------------------
 AA9523  Click here for local accuracies and other accuracy information.
 AA9523
 AA9523.The horizontal coordinates were established by GPS observations
 AA9523.and adjusted by the National Geodetic Survey in June 2012.
 AA9523
 AA9523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9523.been affixed to the stable North American tectonic plate. See 
 AA9523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9523
 AA9523.The horizontal coordinates are valid at the epoch date displayed above
 AA9523.which is a decimal equivalence of Year/Month/Day.
 AA9523
 AA9523.The orthometric height was determined by differential leveling and
 AA9523.adjusted by the NATIONAL GEODETIC SURVEY
 AA9523.in August 2013.
 AA9523
 AA9523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9523.GEOID18 height accuracy estimate available here.
 AA9523
 AA9523.Click photographs - Photos may exist for this station.
 AA9523
 AA9523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9523
 AA9523.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9523
 AA9523.The ellipsoidal height was determined by GPS observations
 AA9523.and is referenced to NAD 83.
 AA9523
 AA9523.The dynamic height is computed by dividing the NAVD 88
 AA9523.geopotential number by the normal gravity value computed on the
 AA9523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9523.degrees latitude (g = 980.6199 gals.).
 AA9523
 AA9523.The modeled gravity was interpolated from observed gravity values.
 AA9523
 AA9523. The following values were computed from the NAD 83(2011) position.
 AA9523
 AA9523;                    North         East     Units Scale Factor Converg.
 AA9523;SPC MI S     -   122,821.321 3,938,528.851   MT  0.99991891   -0 30 35.3
 AA9523;SPC MI S     -   402,957.09 12,921,682.58   iFT  0.99991891   -0 30 35.3
 AA9523;UTM  16      - 4,718,480.419   654,564.445   MT  0.99989393   +1 16 32.5
 AA9523
 AA9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9523!SPC MI S     -   0.99996589  x   0.99991891  =   0.99988480
 AA9523!UTM  16      -   0.99996589  x   0.99989393  =   0.99985982
 AA9523
 AA9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5456418480(NAD 83)
 AA9523
 AA9523                          SUPERSEDED SURVEY CONTROL
 AA9523
 AA9523  NAD 83(2007)-  42 36 11.75917(N)    085 06 56.89640(W) AD(2002.00) 0
 AA9523  ELLIP H (02/10/07)  217.527  (m)                       GP(2002.00)    
 AA9523  ELLIP H (07/12/02)  217.544  (m)                       GP(       ) 4 1
 AA9523  NAD 83(1994)-  42 36 11.75918(N)    085 06 56.89699(W) AD(       ) 1
 AA9523  ELLIP H (12/21/95)  217.566  (m)                       GP(       ) 4 1
 AA9523  NAVD 88 (12/21/95)  251.4    (m)  GEOID93  model used  GPS OBS        
 AA9523
 AA9523.Superseded values are not recommended for survey control.
 AA9523
 AA9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9523.See file dsdata.pdf to determine how the superseded data were derived.
 AA9523
 AA9523_MARKER: DD = SURVEY DISK
 AA9523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9523_STAMPING: 08301 1994
 AA9523_MARK LOGO: MIDT
 AA9523_PROJECTION: FLUSH
 AA9523_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9523+STABILITY: SURFACE MOTION
 AA9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9523+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 AA9523
 AA9523  HISTORY     - Date     Condition        Report By
 AA9523  HISTORY     - 1994     MONUMENTED       MI-015
 AA9523  HISTORY     - 20040417 GOOD             USPSQD
 AA9523  HISTORY     - 20050517 GOOD             MIDT
 AA9523  HISTORY     - 20190815 GOOD             INDIV
 AA9523
 AA9523                          STATION DESCRIPTION
 AA9523
 AA9523'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9523'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9523'IS IN THE SOUTHEAST 1/4 OF SECTION 34, T-3-N, R-7-W, CASTLETON
 AA9523'TOWNSHIP.  ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF HASTINGS, 1.0 MI (1.6
 AA9523'KM) WEST OF NASHVILLE ALONG STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH
 AA9523'FROM THE POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY
 AA9523'M-66 (MAIN STREET) FOR 0.34 MI (0.55 KM) TO THE INTERSECTION OF STATE
 AA9523'HIGHWAYS M-66 AND M-79 (FULLER STREET) .  TURN RIGHT AND TRAVEL WEST
 AA9523'ALONG HIGHWAY M-79 FOR 1.24 MI (2.00 KM) TO THE STATION ON THE RIGHT
 AA9523'AS DESCRIBED.  STATION IS AN ALUMINUM DISK SET FLUSH WITH GRADE,
 AA9523'48-INCHES DEEP, 12-INCHES IN DIAMETER AT THE TOP AND WIDER AT THE
 AA9523'BOTTOM.  IT IS 74.0 FT (22.6 M) NORTH-NORTHEAST FROM THE CENTERLINE OF
 AA9523'HIGHWAY M-79 CURVE, 98.5 FT (30.0 M) EAST-NORTHEAST OF A (PASS WITH
 AA9523'CARE) SIGN AND 155.0 FT (47.2 M) EAST-SOUTHEAST FROM A UTILITY GUY
 AA9523'POLE.  A CARSONITE WITNESS POST MARKS THE STATION. DESCRIBED BY BRAIN
 AA9523'REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC ADVISOR.
 AA9523
 AA9523                          STATION RECOVERY (2004)
 AA9523
 AA9523'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9523'RECOVERED IN GOOD CONDITION.
 AA9523
 AA9523                          STATION RECOVERY (2005)
 AA9523
 AA9523'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 AA9523'RECOVERED AS DESCRIBED.
 AA9523
 AA9523                          STATION RECOVERY (2019)
 AA9523
 AA9523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DJL)
 AA9523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9524 ***********************************************************************
 AA9524  DESIGNATION -  08302
 AA9524  PID         -  AA9524
 AA9524  STATE/COUNTY-  MI/BARRY
 AA9524  COUNTRY     -  US
 AA9524  USGS QUAD   -  MAPLE GROVE (2017)
 AA9524
 AA9524                         *CURRENT SURVEY CONTROL
 AA9524  ______________________________________________________________________
 AA9524* NAD 83(2011) POSITION- 42 36 12.65593(N) 085 08 06.42677(W)   ADJUSTED
 AA9524* NAD 83(2011) ELLIP HT-   257.339 (meters)        (06/27/12)   ADJUSTED
 AA9524* NAD 83(2011) EPOCH   -  2010.00
 AA9524* NAVD 88 ORTHO HEIGHT -   291.184 (meters)      955.33  (feet) ADJUSTED
 AA9524  ______________________________________________________________________
 AA9524  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 AA9524  NAD 83(2011) X  -    398,764.721 (meters)                     COMP
 AA9524  NAD 83(2011) Y  - -4,685,130.285 (meters)                     COMP
 AA9524  NAD 83(2011) Z  -  4,295,359.800 (meters)                     COMP
 AA9524  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 AA9524  DYNAMIC HEIGHT  -        291.092 (meters)      955.02  (feet) COMP
 AA9524  MODELED GRAVITY -    980,298.8   (mgal)                       NAVD 88
 AA9524
 AA9524  VERT ORDER      -  SECOND    CLASS I
 AA9524
 AA9524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9524  Standards:
 AA9524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9524  -------------------------------------------------------------------
 AA9524  NETWORK    0.92   2.08           0.43   0.29   1.06     -0.06664364
 AA9524  -------------------------------------------------------------------
 AA9524  Click here for local accuracies and other accuracy information.
 AA9524
 AA9524.The horizontal coordinates were established by GPS observations
 AA9524.and adjusted by the National Geodetic Survey in June 2012.
 AA9524
 AA9524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9524.been affixed to the stable North American tectonic plate. See 
 AA9524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9524
 AA9524.The horizontal coordinates are valid at the epoch date displayed above
 AA9524.which is a decimal equivalence of Year/Month/Day.
 AA9524
 AA9524.The orthometric height was determined by differential leveling and
 AA9524.adjusted by the NATIONAL GEODETIC SURVEY
 AA9524.in August 2013.
 AA9524
 AA9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9524.GEOID18 height accuracy estimate available here.
 AA9524
 AA9524.Click photographs - Photos may exist for this station.
 AA9524
 AA9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9524
 AA9524.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9524
 AA9524.The ellipsoidal height was determined by GPS observations
 AA9524.and is referenced to NAD 83.
 AA9524
 AA9524.The dynamic height is computed by dividing the NAVD 88
 AA9524.geopotential number by the normal gravity value computed on the
 AA9524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9524.degrees latitude (g = 980.6199 gals.).
 AA9524
 AA9524.The modeled gravity was interpolated from observed gravity values.
 AA9524
 AA9524. The following values were computed from the NAD 83(2011) position.
 AA9524
 AA9524;                    North         East     Units Scale Factor Converg.
 AA9524;SPC MI S     -   122,863.278 3,936,944.300   MT  0.99991888   -0 31 22.6
 AA9524;SPC MI S     -   403,094.74 12,916,483.92   iFT  0.99991888   -0 31 22.6
 AA9524;UTM  16      - 4,718,472.983   652,979.401   MT  0.99988793   +1 15 45.4
 AA9524
 AA9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9524!SPC MI S     -   0.99995964  x   0.99991888  =   0.99987853
 AA9524!UTM  16      -   0.99995964  x   0.99988793  =   0.99984758
 AA9524
 AA9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5297918472(NAD 83)
 AA9524
 AA9524                          SUPERSEDED SURVEY CONTROL
 AA9524
 AA9524  NAD 83(2007)-  42 36 12.65611(N)    085 08 06.42766(W) AD(2002.00) 0
 AA9524  ELLIP H (02/10/07)  257.347  (m)                       GP(2002.00)    
 AA9524  ELLIP H (07/12/02)  257.364  (m)                       GP(       ) 4 1
 AA9524  NAD 83(1994)-  42 36 12.65610(N)    085 08 06.42821(W) AD(       ) 1
 AA9524  ELLIP H (12/21/95)  257.386  (m)                       GP(       ) 4 1
 AA9524  NAVD 88 (12/21/95)  291.2    (m)  GEOID93  model used  GPS OBS        
 AA9524
 AA9524.Superseded values are not recommended for survey control.
 AA9524
 AA9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9524.See file dsdata.pdf to determine how the superseded data were derived.
 AA9524
 AA9524_MARKER: DD = SURVEY DISK
 AA9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9524_STAMPING: 08302 1994
 AA9524_MARK LOGO: MIDT
 AA9524_PROJECTION: FLUSH
 AA9524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9524+STABILITY: SURFACE MOTION
 AA9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9524+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA9524
 AA9524  HISTORY     - Date     Condition        Report By
 AA9524  HISTORY     - 1994     MONUMENTED       MI-015
 AA9524  HISTORY     - 20040417 GOOD             USPSQD
 AA9524  HISTORY     - 20050517 GOOD             MIDT
 AA9524
 AA9524                          STATION DESCRIPTION
 AA9524
 AA9524'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9524'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE QUADRANGLE MAP.
 AA9524'IT IS IN THE NORTHEAST 1/4 OF SECTION 33, T-3-N, R-7-W, CASTLETON
 AA9524'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF HASTINGS, 2-1/4 MI WEST
 AA9524'OF NASHVILLE ALONG STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9524'POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY M-66 (MAIN
 AA9524'STREET) FOR 0.34 MI (0.55 KM) TO THE INTERSECTION OF STATE HIGHWAYS
 AA9524'M-66 AND M-79 (FULLER STREET) .  TURN RIGHT AND GO WEST ALONG HIGHWAY
 AA9524'M-79 FOR 2.23 MI (3.59 KM) TO THE STATION ON RIGHT AS DESCRIBED.
 AA9524'STATION IS AN ALUMINUM DISK SET IN A CONCRETE BASE, 48-INCHES DEEP,
 AA9524'12-INCHES WIDE AT THE TOP AND WIDER AT THE BOTTOM, FLUSH WITH THE
 AA9524'GRADE.  IT IS 270 FT (82.3 M) WEST FROM CENTER OF SWIFT ROAD TO SOUTH,
 AA9524'53.0 FT (16.2 M) SOUTHWEST FROM THE EAST GATE POST, 28.5 FT (8.7 M)
 AA9524'NORTH FROM THE CENTER OF STATE HIGHWAY M-79, 6.5 FT (2.0 M) NORTHWEST
 AA9524'FROM AN END GAURD RAIL POST, AND 1.0 FT (0.3 M) SOUTH FROM A CARSONITE
 AA9524'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9524'MI-NGS GEODETIC ADVISOR.
 AA9524
 AA9524                          STATION RECOVERY (2004)
 AA9524
 AA9524'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9524'302 MISSING FROM ID NUMBER.  INSTALLED NEW CARSONITE WITNESS POST
 AA9524
 AA9524                          STATION RECOVERY (2005)
 AA9524
 AA9524'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 AA9524'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9525 ***********************************************************************
 AA9525  DESIGNATION -  08303
 AA9525  PID         -  AA9525
 AA9525  STATE/COUNTY-  MI/BARRY
 AA9525  COUNTRY     -  US
 AA9525  USGS QUAD   -  NASHVILLE (2017)
 AA9525
 AA9525                         *CURRENT SURVEY CONTROL
 AA9525  ______________________________________________________________________
 AA9525* NAD 83(2011) POSITION- 42 34 01.08597(N) 085 05 45.91806(W)   ADJUSTED
 AA9525* NAD 83(2011) ELLIP HT-   218.412 (meters)        (06/27/12)   ADJUSTED
 AA9525* NAD 83(2011) EPOCH   -  2010.00
 AA9525* NAVD 88 ORTHO HEIGHT -   252.275 (meters)      827.67  (feet) ADJUSTED
 AA9525  ______________________________________________________________________
 AA9525  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 AA9525  NAD 83(2011) X  -    402,188.570 (meters)                     COMP
 AA9525  NAD 83(2011) Y  - -4,687,566.282 (meters)                     COMP
 AA9525  NAD 83(2011) Z  -  4,292,344.206 (meters)                     COMP
 AA9525  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 AA9525  DYNAMIC HEIGHT  -        252.194 (meters)      827.41  (feet) COMP
 AA9525  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 AA9525
 AA9525  VERT ORDER      -  SECOND    CLASS I
 AA9525
 AA9525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9525  Standards:
 AA9525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9525  -------------------------------------------------------------------
 AA9525  NETWORK    0.93   2.10           0.44   0.29   1.07     -0.04479960
 AA9525  -------------------------------------------------------------------
 AA9525  Click here for local accuracies and other accuracy information.
 AA9525
 AA9525.The horizontal coordinates were established by GPS observations
 AA9525.and adjusted by the National Geodetic Survey in June 2012.
 AA9525
 AA9525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9525.been affixed to the stable North American tectonic plate. See 
 AA9525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9525
 AA9525.The horizontal coordinates are valid at the epoch date displayed above
 AA9525.which is a decimal equivalence of Year/Month/Day.
 AA9525
 AA9525.The orthometric height was determined by differential leveling and
 AA9525.adjusted by the NATIONAL GEODETIC SURVEY
 AA9525.in August 2013.
 AA9525
 AA9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9525.GEOID18 height accuracy estimate available here.
 AA9525
 AA9525.Click photographs - Photos may exist for this station.
 AA9525
 AA9525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9525
 AA9525.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9525
 AA9525.The ellipsoidal height was determined by GPS observations
 AA9525.and is referenced to NAD 83.
 AA9525
 AA9525.The dynamic height is computed by dividing the NAVD 88
 AA9525.geopotential number by the normal gravity value computed on the
 AA9525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9525.degrees latitude (g = 980.6199 gals.).
 AA9525
 AA9525.The modeled gravity was interpolated from observed gravity values.
 AA9525
 AA9525. The following values were computed from the NAD 83(2011) position.
 AA9525
 AA9525;                    North         East     Units Scale Factor Converg.
 AA9525;SPC MI S     -   118,775.430 3,940,111.690   MT  0.99992220   -0 29 47.0
 AA9525;SPC MI S     -   389,683.17 12,926,875.62   iFT  0.99992220   -0 29 47.0
 AA9525;UTM  16      - 4,714,485.889   656,272.505   MT  0.99990047   +1 17 17.4
 AA9525
 AA9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9525!SPC MI S     -   0.99996575  x   0.99992220  =   0.99988795
 AA9525!UTM  16      -   0.99996575  x   0.99990047  =   0.99986622
 AA9525
 AA9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5627214485(NAD 83)
 AA9525
 AA9525                          SUPERSEDED SURVEY CONTROL
 AA9525
 AA9525  NAD 83(2007)-  42 34 01.08616(N)    085 05 45.91895(W) AD(2002.00) 0
 AA9525  ELLIP H (02/10/07)  218.420  (m)                       GP(2002.00)    
 AA9525  ELLIP H (07/12/02)  218.435  (m)                       GP(       ) 4 1
 AA9525  NAD 83(1994)-  42 34 01.08615(N)    085 05 45.91946(W) AD(       ) 1
 AA9525  ELLIP H (12/21/95)  218.457  (m)                       GP(       ) 4 1
 AA9525  NAVD 88 (12/21/95)  252.3    (m)  GEOID93  model used  GPS OBS        
 AA9525
 AA9525.Superseded values are not recommended for survey control.
 AA9525
 AA9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9525.See file dsdata.pdf to determine how the superseded data were derived.
 AA9525
 AA9525_MARKER: DD = SURVEY DISK
 AA9525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9525_STAMPING: 08303 1994
 AA9525_MARK LOGO: MIDT
 AA9525_PROJECTION: FLUSH
 AA9525_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9525+STABILITY: SURFACE MOTION
 AA9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9525+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA9525
 AA9525  HISTORY     - Date     Condition        Report By
 AA9525  HISTORY     - 1994     MONUMENTED       MI-015
 AA9525  HISTORY     - 20040417 GOOD             USPSQD
 AA9525  HISTORY     - 20040425 GOOD             GEOCAC
 AA9525  HISTORY     - 20050517 GOOD             MIDT
 AA9525
 AA9525                          STATION DESCRIPTION
 AA9525
 AA9525'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9525'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9525'IS IN THE NORTHEAST 1/4 OF SECTION 14, T-2-N, R-7-W, MAPLE GROVE
 AA9525'TOWNSHIP.  ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF HASTINGS, 2.5 MI (4.0
 AA9525'KM) SOUTH OF NASHVILLE, ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AA9525'POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY M-66 FOR
 AA9525'2.64 MI (4.25 KM) TO THE JUNCTION OF STATE HIGHWAY M-79 (LAWRENCE
 AA9525'ROAD) AND THE STATION IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION,
 AA9525'IN THE CLEAR VISION AREA.  STATION IS AN ALUMINUM DISK SET IN THE TOP
 AA9525'OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE.  IT IS 23.5 FT
 AA9525'(7.2 M) SOUTH FROM THE CENTERLINE OF HIGHWAY M-79 (LAWRENCE ROAD) ,
 AA9525'57.0 FT (17.4 M) WEST-NORTHWEST FROM A UTILITY POLE, 92.0 FT (28.0 M)
 AA9525'NORTHEAST FROM THE CLEAR VISION FENCE, 108.0 FT (32.9 M) WEST FROM A
 AA9525'STOP SIGN AND IMMEDIATELY NORTH FROM A CARSONITE WITNESS POST.
 AA9525'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9525'ADVISOR.
 AA9525
 AA9525                          STATION RECOVERY (2004)
 AA9525
 AA9525'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9525'INSTALLED NEW CARSONITE WITNESS POST.
 AA9525
 AA9525                          STATION RECOVERY (2004)
 AA9525
 AA9525'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 AA9525'RECOVERED IN GOOD CONDITION.
 AA9525
 AA9525                          STATION RECOVERY (2005)
 AA9525
 AA9525'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 AA9525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9526 ***********************************************************************
 AA9526  DESIGNATION -  08304
 AA9526  PID         -  AA9526
 AA9526  STATE/COUNTY-  MI/BARRY
 AA9526  COUNTRY     -  US
 AA9526  USGS QUAD   -  NASHVILLE (2017)
 AA9526
 AA9526                         *CURRENT SURVEY CONTROL
 AA9526  ______________________________________________________________________
 AA9526* NAD 83(2011) POSITION- 42 34 02.93523(N) 085 04 29.80183(W)   ADJUSTED
 AA9526* NAD 83(2011) ELLIP HT-   248.703 (meters)        (06/27/12)   ADJUSTED
 AA9526* NAD 83(2011) EPOCH   -  2010.00
 AA9526* NAVD 88 ORTHO HEIGHT -   282.589 (meters)      927.13  (feet) ADJUSTED
 AA9526  ______________________________________________________________________
 AA9526  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 AA9526  NAD 83(2011) X  -    403,916.959 (meters)                     COMP
 AA9526  NAD 83(2011) Y  - -4,687,401.314 (meters)                     COMP
 AA9526  NAD 83(2011) Z  -  4,292,406.724 (meters)                     COMP
 AA9526  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 AA9526  DYNAMIC HEIGHT  -        282.499 (meters)      926.83  (feet) COMP
 AA9526  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 AA9526
 AA9526  VERT ORDER      -  SECOND    CLASS I
 AA9526
 AA9526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9526  Standards:
 AA9526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9526  -------------------------------------------------------------------
 AA9526  NETWORK    0.89   2.08           0.42   0.28   1.06     -0.03938508
 AA9526  -------------------------------------------------------------------
 AA9526  Click here for local accuracies and other accuracy information.
 AA9526
 AA9526.The horizontal coordinates were established by GPS observations
 AA9526.and adjusted by the National Geodetic Survey in June 2012.
 AA9526
 AA9526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9526.been affixed to the stable North American tectonic plate. See 
 AA9526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9526
 AA9526.The horizontal coordinates are valid at the epoch date displayed above
 AA9526.which is a decimal equivalence of Year/Month/Day.
 AA9526
 AA9526.The orthometric height was determined by differential leveling and
 AA9526.adjusted by the NATIONAL GEODETIC SURVEY
 AA9526.in August 2013.
 AA9526
 AA9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9526.GEOID18 height accuracy estimate available here.
 AA9526
 AA9526.Click photographs - Photos may exist for this station.
 AA9526
 AA9526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9526
 AA9526.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9526
 AA9526.The ellipsoidal height was determined by GPS observations
 AA9526.and is referenced to NAD 83.
 AA9526
 AA9526.The dynamic height is computed by dividing the NAVD 88
 AA9526.geopotential number by the normal gravity value computed on the
 AA9526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9526.degrees latitude (g = 980.6199 gals.).
 AA9526
 AA9526.The modeled gravity was interpolated from observed gravity values.
 AA9526
 AA9526. The following values were computed from the NAD 83(2011) position.
 AA9526
 AA9526;                    North         East     Units Scale Factor Converg.
 AA9526;SPC MI S     -   118,817.663 3,941,848.082   MT  0.99992215   -0 28 55.2
 AA9526;SPC MI S     -   389,821.73 12,932,572.45   iFT  0.99992215   -0 28 55.2
 AA9526;UTM  16      - 4,714,582.173   658,006.708   MT  0.99990717   +1 18 09.0
 AA9526
 AA9526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9526!SPC MI S     -   0.99996100  x   0.99992215  =   0.99988315
 AA9526!UTM  16      -   0.99996100  x   0.99990717  =   0.99986817
 AA9526
 AA9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5800614582(NAD 83)
 AA9526
 AA9526                          SUPERSEDED SURVEY CONTROL
 AA9526
 AA9526  NAD 83(2007)-  42 34 02.93543(N)    085 04 29.80272(W) AD(2002.00) 0
 AA9526  ELLIP H (02/10/07)  248.711  (m)                       GP(2002.00)    
 AA9526  ELLIP H (07/12/02)  248.725  (m)                       GP(       ) 4 1
 AA9526  NAD 83(1994)-  42 34 02.93537(N)    085 04 29.80316(W) AD(       ) 1
 AA9526  ELLIP H (12/21/95)  248.748  (m)                       GP(       ) 4 1
 AA9526  NAVD 88 (12/21/95)  282.6    (m)  GEOID93  model used  GPS OBS        
 AA9526
 AA9526.Superseded values are not recommended for survey control.
 AA9526
 AA9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9526.See file dsdata.pdf to determine how the superseded data were derived.
 AA9526
 AA9526_MARKER: DD = SURVEY DISK
 AA9526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9526_STAMPING: 08304 1994
 AA9526_MARK LOGO: MIDT
 AA9526_PROJECTION: FLUSH
 AA9526_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9526+STABILITY: SURFACE MOTION
 AA9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9526+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 AA9526
 AA9526  HISTORY     - Date     Condition        Report By
 AA9526  HISTORY     - 1994     MONUMENTED       MI-015
 AA9526  HISTORY     - 20040417 GOOD             USPSQD
 AA9526  HISTORY     - 20040425 GOOD             GEOCAC
 AA9526  HISTORY     - 20050517 GOOD             MIDT
 AA9526  HISTORY     - 20240819 GOOD             MIDT
 AA9526
 AA9526                          STATION DESCRIPTION
 AA9526
 AA9526'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9526'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9526'IS IN THE SOUTHEAST 1/4 OF SECTION 12, T-2-N, R-7-W, MAPLE GROVE
 AA9526'TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF HASTINGS, 3.0 MI (4.8
 AA9526'KM) SOUTH OF NASHVILLE ON STATE HIGHWAY M-79 RIGHT-OF-WAY, NEAR EATON
 AA9526'COUNTY LINE.  TO REACH FROM THE POST OFFICE IN NASHVILLE, TRAVEL SOUTH
 AA9526'ALONG STATE HIGHWAY M-66 FOR 2.64 MI (4.25 KM) TO THE JUNCTION OF
 AA9526'STATE HIGHWAY M-79.  TURN LEFT AND GO EAST ON HIGHWAY M-79 FOR 1.05 MI
 AA9526'(1.69 KM) TO CURTIS ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF
 AA9526'THIS INTERSECTION.  STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A
 AA9526'12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE. IT IS 32.0 FT (9.8 M)
 AA9526'WEST-SOUTHWEST FROM THE WEST END OF A CONCRETE CULVERT, 47.0 FT (14.3
 AA9526'M) WEST FROM THE CENTERLINE OF CURTIS ROAD (GRAVEL) , 53.0 FT (16.2 M)
 AA9526'NORTH FROM THE PAINTED CENTERLINE OF STATE HIGHWAY M-79 AND 75.5 FT
 AA9526'(23.0 M) NORTHWEST FROM A MONUMENT BOX.  A CARSONITE WITNESS POST
 AA9526'MARKS THE STATION.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9526'MI-NGS GEODETIC ADVISOR.
 AA9526
 AA9526                          STATION RECOVERY (2004)
 AA9526
 AA9526'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9526'INSTALLED NEW CARSONITE WITNESS POST.
 AA9526
 AA9526                          STATION RECOVERY (2004)
 AA9526
 AA9526'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 AA9526'RECOVERED IN GOOD CONDITION.
 AA9526
 AA9526                          STATION RECOVERY (2005)
 AA9526
 AA9526'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 AA9526'RECOVERED AS DESCRIBED.
 AA9526
 AA9526                          STATION RECOVERY (2024)
 AA9526
 AA9526'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 AA9526'FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9527 ***********************************************************************
 AA9527  DESIGNATION -  08305
 AA9527  PID         -  AA9527
 AA9527  STATE/COUNTY-  MI/BARRY
 AA9527  COUNTRY     -  US
 AA9527  USGS QUAD   -  HASTINGS (2017)
 AA9527
 AA9527                         *CURRENT SURVEY CONTROL
 AA9527  ______________________________________________________________________
 AA9527* NAD 83(2011) POSITION- 42 43 36.11014(N) 085 16 18.04723(W)   ADJUSTED
 AA9527* NAD 83(2011) ELLIP HT-   228.444 (meters)        (06/27/12)   ADJUSTED
 AA9527* NAD 83(2011) EPOCH   -  2010.00
 AA9527* NAVD 88 ORTHO HEIGHT -   262.235 (meters)      860.35  (feet) ADJUSTED
 AA9527  ______________________________________________________________________
 AA9527  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 AA9527  NAD 83(2011) X  -    386,830.637 (meters)                     COMP
 AA9527  NAD 83(2011) Y  - -4,676,803.774 (meters)                     COMP
 AA9527  NAD 83(2011) Z  -  4,305,402.667 (meters)                     COMP
 AA9527  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AA9527  DYNAMIC HEIGHT  -        262.157 (meters)      860.09  (feet) COMP
 AA9527  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 AA9527
 AA9527  VERT ORDER      -  SECOND    CLASS I
 AA9527
 AA9527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9527  Standards:
 AA9527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9527  -------------------------------------------------------------------
 AA9527  NETWORK    1.07   2.21           0.50   0.35   1.13     -0.07688474
 AA9527  -------------------------------------------------------------------
 AA9527  Click here for local accuracies and other accuracy information.
 AA9527
 AA9527.The horizontal coordinates were established by GPS observations
 AA9527.and adjusted by the National Geodetic Survey in June 2012.
 AA9527
 AA9527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9527.been affixed to the stable North American tectonic plate. See 
 AA9527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9527
 AA9527.The horizontal coordinates are valid at the epoch date displayed above
 AA9527.which is a decimal equivalence of Year/Month/Day.
 AA9527
 AA9527.The orthometric height was determined by differential leveling and
 AA9527.adjusted by the NATIONAL GEODETIC SURVEY
 AA9527.in August 2013.
 AA9527
 AA9527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9527.GEOID18 height accuracy estimate available here.
 AA9527
 AA9527.Click photographs - Photos may exist for this station.
 AA9527
 AA9527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9527
 AA9527.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9527
 AA9527.The ellipsoidal height was determined by GPS observations
 AA9527.and is referenced to NAD 83.
 AA9527
 AA9527.The dynamic height is computed by dividing the NAVD 88
 AA9527.geopotential number by the normal gravity value computed on the
 AA9527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9527.degrees latitude (g = 980.6199 gals.).
 AA9527
 AA9527.The modeled gravity was interpolated from observed gravity values.
 AA9527
 AA9527. The following values were computed from the NAD 83(2011) position.
 AA9527
 AA9527;                    North         East     Units Scale Factor Converg.
 AA9527;SPC MI S     -   136,656.472 3,925,886.175   MT  0.99991068   -0 36 57.2
 AA9527;SPC MI S     -   448,348.01 12,880,203.99   iFT  0.99991068   -0 36 57.2
 AA9527;UTM  16      - 4,731,913.954   641,497.026   MT  0.99984632   +1 10 22.3
 AA9527
 AA9527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9527!SPC MI S     -   0.99996417  x   0.99991068  =   0.99987486
 AA9527!UTM  16      -   0.99996417  x   0.99984632  =   0.99981050
 AA9527
 AA9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4149731913(NAD 83)
 AA9527
 AA9527                          SUPERSEDED SURVEY CONTROL
 AA9527
 AA9527  NAD 83(2007)-  42 43 36.11033(N)    085 16 18.04814(W) AD(2002.00) 0
 AA9527  ELLIP H (02/10/07)  228.451  (m)                       GP(2002.00)    
 AA9527  ELLIP H (07/12/02)  228.464  (m)                       GP(       ) 4 1
 AA9527  NAD 83(1994)-  42 43 36.11048(N)    085 16 18.04892(W) AD(       ) 1
 AA9527  ELLIP H (12/21/95)  228.484  (m)                       GP(       ) 4 1
 AA9527  NAVD 88 (12/21/95)  262.2    (m)  GEOID93  model used  GPS OBS        
 AA9527
 AA9527.Superseded values are not recommended for survey control.
 AA9527
 AA9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9527.See file dsdata.pdf to determine how the superseded data were derived.
 AA9527
 AA9527_MARKER: DD = SURVEY DISK
 AA9527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9527_STAMPING: 08305 1994
 AA9527_MARK LOGO: MIDT
 AA9527_PROJECTION: FLUSH
 AA9527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9527+STABILITY: SURFACE MOTION
 AA9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9527+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 AA9527
 AA9527  HISTORY     - Date     Condition        Report By
 AA9527  HISTORY     - 1994     MONUMENTED       MI-015
 AA9527  HISTORY     - 20040417 GOOD             USPSQD
 AA9527  HISTORY     - 20060517 GOOD             MIDT
 AA9527
 AA9527                          STATION DESCRIPTION
 AA9527
 AA9527'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9527'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9527'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9527'ABOUT 7.0 MI (11.3 KM) WEST OF WOODLAND, 5.5 MI (8.9 KM) NORTH OF
 AA9527'HASTINGS ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO REACH FROM THE POST
 AA9527'OFFICE IN WOODLAND, TRAVEL SOUTH 1/2 BLOCK TO STATE HIGHWAY M-43.
 AA9527'TURN RIGHT AND GO WEST ON HIGHWAY M-43 FOR 7.0 MI (11.3 KM) TO THE
 AA9527'STATION ON THE RIGHT, IN THE CLEAR VISION AREA NORTHWEST OF THE
 AA9527'INTERSECTION OF STATE HIGHWAY M-43 AND MESSER ROAD.  STATION IS AN
 AA9527'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9527'CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 36.0 FT (11.0 M) NORTH OF
 AA9527'THE CENTERLINE OF STATE HIGHWAY M-43, 43.5 FT (13.3 M) WEST-SOUTHWEST
 AA9527'FROM A ROAD SIGN, 46.5 FT (14.2 M) EAST-NORTHEAST FROM A POWER POLE
 AA9527'AND 201.5 FT (61.4 M) WEST FROM THE CENTERLINE OF MESSER ROAD.  A
 AA9527'CARSONITE WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN
 AA9527'REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC ADVISOR.
 AA9527
 AA9527                          STATION RECOVERY (2004)
 AA9527
 AA9527'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9527'RECOVERED IN GOOD CONDITION.
 AA9527
 AA9527                          STATION RECOVERY (2006)
 AA9527
 AA9527'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9527'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9528 ***********************************************************************
 AA9528  DESIGNATION -  08306
 AA9528  PID         -  AA9528
 AA9528  STATE/COUNTY-  MI/BARRY
 AA9528  COUNTRY     -  US
 AA9528  USGS QUAD   -  BEDFORD (2017)
 AA9528
 AA9528                         *CURRENT SURVEY CONTROL
 AA9528  ______________________________________________________________________
 AA9528* NAD 83(2011) POSITION- 42 27 38.03035(N) 085 07 54.01211(W)   ADJUSTED
 AA9528* NAD 83(2011) ELLIP HT-   242.757 (meters)        (06/27/12)   ADJUSTED
 AA9528* NAD 83(2011) EPOCH   -  2010.00
 AA9528* NAVD 88 ORTHO HEIGHT -   276.458 (meters)      907.01  (feet) ADJUSTED
 AA9528  ______________________________________________________________________
 AA9528  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 AA9528  NAD 83(2011) X  -    399,956.839 (meters)                     COMP
 AA9528  NAD 83(2011) Y  - -4,695,791.891 (meters)                     COMP
 AA9528  NAD 83(2011) Z  -  4,283,647.835 (meters)                     COMP
 AA9528  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 AA9528  DYNAMIC HEIGHT  -        276.371 (meters)      906.73  (feet) COMP
 AA9528  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 AA9528
 AA9528  VERT ORDER      -  SECOND    CLASS I
 AA9528
 AA9528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9528  Standards:
 AA9528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9528  -------------------------------------------------------------------
 AA9528  NETWORK    0.91   2.12           0.43   0.28   1.08     -0.02337593
 AA9528  -------------------------------------------------------------------
 AA9528  Click here for local accuracies and other accuracy information.
 AA9528
 AA9528.The horizontal coordinates were established by GPS observations
 AA9528.and adjusted by the National Geodetic Survey in June 2012.
 AA9528
 AA9528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9528.been affixed to the stable North American tectonic plate. See 
 AA9528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9528
 AA9528.The horizontal coordinates are valid at the epoch date displayed above
 AA9528.which is a decimal equivalence of Year/Month/Day.
 AA9528
 AA9528.The orthometric height was determined by differential leveling and
 AA9528.adjusted by the NATIONAL GEODETIC SURVEY
 AA9528.in August 2013.
 AA9528
 AA9528.No vertical observational check was made to the station.
 AA9528
 AA9528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9528.GEOID18 height accuracy estimate available here.
 AA9528
 AA9528.Click photographs - Photos may exist for this station.
 AA9528
 AA9528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9528
 AA9528.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9528
 AA9528.The ellipsoidal height was determined by GPS observations
 AA9528.and is referenced to NAD 83.
 AA9528
 AA9528.The dynamic height is computed by dividing the NAVD 88
 AA9528.geopotential number by the normal gravity value computed on the
 AA9528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9528.degrees latitude (g = 980.6199 gals.).
 AA9528
 AA9528.The modeled gravity was interpolated from observed gravity values.
 AA9528
 AA9528. The following values were computed from the NAD 83(2011) position.
 AA9528
 AA9528;                    North         East     Units Scale Factor Converg.
 AA9528;SPC MI S     -   106,982.955 3,937,082.988   MT  0.99993415   -0 31 14.2
 AA9528;SPC MI S     -   350,993.95 12,916,938.94   iFT  0.99993415   -0 31 14.2
 AA9528;UTM  16      - 4,702,605.259   653,612.338   MT  0.99989033   +1 15 41.5
 AA9528
 AA9528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9528!SPC MI S     -   0.99996193  x   0.99993415  =   0.99989608
 AA9528!UTM  16      -   0.99996193  x   0.99989033  =   0.99985226
 AA9528
 AA9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5361202605(NAD 83)
 AA9528
 AA9528                          SUPERSEDED SURVEY CONTROL
 AA9528
 AA9528  NAD 83(2007)-  42 27 38.03056(N)    085 07 54.01301(W) AD(2002.00) 0
 AA9528  ELLIP H (02/10/07)  242.766  (m)                       GP(2002.00)    
 AA9528  ELLIP H (07/12/02)  242.776  (m)                       GP(       ) 4 1
 AA9528  NAD 83(1994)-  42 27 38.03037(N)    085 07 54.01324(W) AD(       ) 1
 AA9528  ELLIP H (12/21/95)  242.802  (m)                       GP(       ) 4 1
 AA9528  NAVD 88 (12/21/95)  276.5    (m)  GEOID93  model used  GPS OBS        
 AA9528
 AA9528.Superseded values are not recommended for survey control.
 AA9528
 AA9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9528.See file dsdata.pdf to determine how the superseded data were derived.
 AA9528
 AA9528_MARKER: DD = SURVEY DISK
 AA9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9528_STAMPING: 08306 1994
 AA9528_MARK LOGO: MIDT
 AA9528_PROJECTION: FLUSH
 AA9528_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9528+STABILITY: SURFACE MOTION
 AA9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9528+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 AA9528
 AA9528  HISTORY     - Date     Condition        Report By
 AA9528  HISTORY     - 1994     MONUMENTED       MI-015
 AA9528  HISTORY     - 20040417 GOOD             USPSQD
 AA9528  HISTORY     - 20060426 GOOD             MIDT
 AA9528  HISTORY     - 20230124 GOOD             MIDT
 AA9528  HISTORY     - 20250714 GOOD             MIDT
 AA9528
 AA9528                          STATION DESCRIPTION
 AA9528
 AA9528'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9528'STATION IS LOCATED IN QUAD 420852 ON THE BEDFORD QUADRANGLE MAP.  IT
 AA9528'IS IN THE NORTHEAST 1/4 OF SECTION 21, T-1-N, R-7-W, ASSYRIA TOWNSHIP.
 AA9528'ABOUT 10.0 MI (16.1 KM) NORTHEAST OF BATTLE CREEK, 11.0 MI (17.7 KM)
 AA9528'SOUTHEAST OF HASTINGS, AT ASSYRIA ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 AA9528'TO REACH FROM THE GENERAL STORE IN ASSYRIA (NORTHEAST CORNER OF STATE
 AA9528'HIGHWAY M-66 AND TASKER ROAD) , TRAVEL SOUTH ON HIGHWAY M-66 FOR 0.31
 AA9528'MI (0.50 KM) TO THE INTERSECTION OF WEST LAKE ROAD AND THE STATION IN
 AA9528'THE CLEAR VISION AREA IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION.
 AA9528'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9528'48-INCH DEEP CONCRETE BASE, FLUSH WITH THE GRADE.  IT IS 43.0 FT (13.1
 AA9528'M) SOUTH FROM A STOP SIGN, 50.5 FT (15.4 M) WEST FROM THE PAINTED
 AA9528'CENTERLINE OF HIGHWAY M-66, 65.0 FT (19.8 M) SOUTH FROM THE PAINTED
 AA9528'CENTERLINE OF WEST LAKE ROAD, AND 1.5 FT (0.5 M) NORTHEAST FROM A
 AA9528'CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.
 AA9528'RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9528
 AA9528                          STATION RECOVERY (2004)
 AA9528
 AA9528'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9528'RECOVERED IN GOOD CONDITION.
 AA9528
 AA9528                          STATION RECOVERY (2006)
 AA9528
 AA9528'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9528'RECOVERED AS DESCRIBED.
 AA9528
 AA9528                          STATION RECOVERY (2023)
 AA9528
 AA9528'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA9528'RECOVERED IN GOOD CONDITION.
 AA9528
 AA9528                          STATION RECOVERY (2025)
 AA9528
 AA9528'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA9528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9529 ***********************************************************************
 AA9529  DESIGNATION -  08307
 AA9529  PID         -  AA9529
 AA9529  STATE/COUNTY-  MI/BARRY
 AA9529  COUNTRY     -  US
 AA9529  USGS QUAD   -  DELTON (2017)
 AA9529
 AA9529                         *CURRENT SURVEY CONTROL
 AA9529  ______________________________________________________________________
 AA9529* NAD 83(2011) POSITION- 42 25 36.21967(N) 085 25 46.00599(W)   ADJUSTED
 AA9529* NAD 83(2011) ELLIP HT-   236.470 (meters)        (06/27/12)   ADJUSTED
 AA9529* NAD 83(2011) EPOCH   -  2010.00
 AA9529* NAVD 88 ORTHO HEIGHT -   269.8   (meters)      885.    (feet) GPS OBS
 AA9529  ______________________________________________________________________
 AA9529  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9529  GEOID HEIGHT    -         -33.13 (meters)                     GEOID93
 AA9529  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 AA9529  NAD 83(2011) X  -    375,748.472 (meters)                     COMP
 AA9529  NAD 83(2011) Y  - -4,700,331.060 (meters)                     COMP
 AA9529  NAD 83(2011) Z  -  4,280,869.860 (meters)                     COMP
 AA9529  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AA9529
 AA9529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9529  Standards:
 AA9529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9529  -------------------------------------------------------------------
 AA9529  NETWORK    2.79   3.74           1.17   1.11   1.91     -0.11775477
 AA9529  -------------------------------------------------------------------
 AA9529  Click here for local accuracies and other accuracy information.
 AA9529
 AA9529.The horizontal coordinates were established by GPS observations
 AA9529.and adjusted by the National Geodetic Survey in June 2012.
 AA9529
 AA9529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9529.been affixed to the stable North American tectonic plate. See 
 AA9529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9529
 AA9529.The horizontal coordinates are valid at the epoch date displayed above
 AA9529.which is a decimal equivalence of Year/Month/Day.
 AA9529
 AA9529.The orthometric height was determined by GPS observations and a
 AA9529.high-resolution geoid model.
 AA9529
 AA9529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9529.GEOID18 height accuracy estimate available here.
 AA9529
 AA9529.Click photographs - Photos may exist for this station.
 AA9529
 AA9529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9529
 AA9529.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9529
 AA9529.The ellipsoidal height was determined by GPS observations
 AA9529.and is referenced to NAD 83.
 AA9529
 AA9529. The following values were computed from the NAD 83(2011) position.
 AA9529
 AA9529;                    North         East     Units Scale Factor Converg.
 AA9529;SPC MI S     -   103,490.727 3,912,546.341   MT  0.99993867   -0 43 23.7
 AA9529;SPC MI S     -   339,536.51 12,836,438.13   iFT  0.99993867   -0 43 23.7
 AA9529;UTM  16      - 4,698,351.867   629,198.385   MT  0.99980538   +1 03 35.0
 AA9529
 AA9529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9529!SPC MI S     -   0.99996291  x   0.99993867  =   0.99990159
 AA9529!UTM  16      -   0.99996291  x   0.99980538  =   0.99976830
 AA9529
 AA9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2919898351(NAD 83)
 AA9529
 AA9529                          SUPERSEDED SURVEY CONTROL
 AA9529
 AA9529  NAD 83(2007)-  42 25 36.21990(N)    085 25 46.00696(W) AD(2002.00) 0
 AA9529  ELLIP H (02/10/07)  236.478  (m)                       GP(2002.00)    
 AA9529  ELLIP H (07/12/02)  236.489  (m)                       GP(       ) 4 1
 AA9529  NAD 83(1994)-  42 25 36.21983(N)    085 25 46.00761(W) AD(       ) 1
 AA9529  ELLIP H (12/21/95)  236.515  (m)                       GP(       ) 4 1
 AA9529
 AA9529.Superseded values are not recommended for survey control.
 AA9529
 AA9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9529.See file dsdata.pdf to determine how the superseded data were derived.
 AA9529
 AA9529_MARKER: DD = SURVEY DISK
 AA9529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9529_STAMPING: 08307 1994
 AA9529_MARK LOGO: MIDT
 AA9529_PROJECTION: FLUSH
 AA9529_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9529+STABILITY: SURFACE MOTION
 AA9529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9529+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2023
 AA9529
 AA9529  HISTORY     - Date     Condition        Report By
 AA9529  HISTORY     - 1994     MONUMENTED       MI-015
 AA9529  HISTORY     - 20041023 GOOD             USPSQD
 AA9529  HISTORY     - 20230124 GOOD             MIDT
 AA9529
 AA9529                          STATION DESCRIPTION
 AA9529
 AA9529'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9529'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9529'IN THE SOUTHEAST 1/4 OF SECTION 36, T-1-N, R-10-W, PRAIRIEVILLE
 AA9529'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTH OF DELTON, AT THE PRAIRIEVILLE
 AA9529'TOWNSHIP PARK WHICH LIES ALONG THE SOUTH SIDE OF STATE HIGHWAY M-43
 AA9529'AND ALONG THE NORTH SHORE OF GULL LAKE.  TO REACH FROM THE POST OFFICE
 AA9529'IN DELTON, TRAVEL SOUTHERLY ALONG HIGHWAY M-43 FOR 5.83 MI (9.38 KM)
 AA9529'TO THE PRAIRIEVILLE TOWNSHIP PARK AT GULL LAKE.  THE STATION IS IN THE
 AA9529'SOUTHERLY MOST ONE (CLOSEST TO THE LAKE) OF TWO GRASSY ISLANDS IN THE
 AA9529'PARKING LOT.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9529'WIDE BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 8.2 FT
 AA9529'(2.5 M) NORTH FROM BACK OF SOUTH CURB, 8.1 FT (2.5 M) SOUTH OF BACK OF
 AA9529'NORTH CURB, 62.8 FT (19.1 M) EAST FROM THE BACK OF EAST CURB OF WEST
 AA9529'DRIVEWAY, AND 103.5 FT (31.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AA9529'BRICK BUILDING IN THE PARK. NO WITNESS POST EXIST AT THIS STATION.
 AA9529'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9529'ADVISOR.
 AA9529
 AA9529                          STATION RECOVERY (2004)
 AA9529
 AA9529'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9529'RECOVERED IN GOOD CONDITION.
 AA9529
 AA9529                          STATION RECOVERY (2023)
 AA9529
 AA9529'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA9529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9530 ***********************************************************************
 AA9530  DESIGNATION -  08308
 AA9530  PID         -  AA9530
 AA9530  STATE/COUNTY-  MI/BARRY
 AA9530  COUNTRY     -  US
 AA9530  USGS QUAD   -  MAPLE GROVE (2017)
 AA9530
 AA9530                         *CURRENT SURVEY CONTROL
 AA9530  ______________________________________________________________________
 AA9530* NAD 83(2011) POSITION- 42 36 37.99189(N) 085 14 08.05170(W)   ADJUSTED
 AA9530* NAD 83(2011) ELLIP HT-   213.524 (meters)        (06/27/12)   ADJUSTED
 AA9530* NAD 83(2011) EPOCH   -  2010.00
 AA9530* NAVD 88 ORTHO HEIGHT -   247.290 (meters)      811.32  (feet) ADJUSTED
 AA9530  ______________________________________________________________________
 AA9530  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 AA9530  NAD 83(2011) X  -    390,503.469 (meters)                     COMP
 AA9530  NAD 83(2011) Y  - -4,685,262.627 (meters)                     COMP
 AA9530  NAD 83(2011) Z  -  4,295,905.569 (meters)                     COMP
 AA9530  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 AA9530  DYNAMIC HEIGHT  -        247.213 (meters)      811.06  (feet) COMP
 AA9530  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 AA9530
 AA9530  VERT ORDER      -  SECOND    CLASS I
 AA9530
 AA9530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9530  Standards:
 AA9530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9530  -------------------------------------------------------------------
 AA9530  NETWORK    0.96   2.12           0.45   0.30   1.08     -0.05271099
 AA9530  -------------------------------------------------------------------
 AA9530  Click here for local accuracies and other accuracy information.
 AA9530
 AA9530.The horizontal coordinates were established by GPS observations
 AA9530.and adjusted by the National Geodetic Survey in June 2012.
 AA9530
 AA9530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9530.been affixed to the stable North American tectonic plate. See 
 AA9530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9530
 AA9530.The horizontal coordinates are valid at the epoch date displayed above
 AA9530.which is a decimal equivalence of Year/Month/Day.
 AA9530
 AA9530.The orthometric height was determined by differential leveling and
 AA9530.adjusted by the NATIONAL GEODETIC SURVEY
 AA9530.in August 2013.
 AA9530
 AA9530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9530.GEOID18 height accuracy estimate available here.
 AA9530
 AA9530.Click photographs - Photos may exist for this station.
 AA9530
 AA9530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9530
 AA9530.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9530
 AA9530.The ellipsoidal height was determined by GPS observations
 AA9530.and is referenced to NAD 83.
 AA9530
 AA9530.The dynamic height is computed by dividing the NAVD 88
 AA9530.geopotential number by the normal gravity value computed on the
 AA9530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9530.degrees latitude (g = 980.6199 gals.).
 AA9530
 AA9530.The modeled gravity was interpolated from observed gravity values.
 AA9530
 AA9530. The following values were computed from the NAD 83(2011) position.
 AA9530
 AA9530;                    North         East     Units Scale Factor Converg.
 AA9530;SPC MI S     -   123,725.113 3,928,710.057   MT  0.99991829   -0 35 28.7
 AA9530;SPC MI S     -   405,922.29 12,889,468.69   iFT  0.99991829   -0 35 28.7
 AA9530;UTM  16      - 4,719,077.765   644,722.678   MT  0.99985769   +1 11 41.1
 AA9530
 AA9530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9530!SPC MI S     -   0.99996651  x   0.99991829  =   0.99988481
 AA9530!UTM  16      -   0.99996651  x   0.99985769  =   0.99982421
 AA9530
 AA9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4472219077(NAD 83)
 AA9530
 AA9530                          SUPERSEDED SURVEY CONTROL
 AA9530
 AA9530  NAD 83(2007)-  42 36 37.99208(N)    085 14 08.05260(W) AD(2002.00) 0
 AA9530  ELLIP H (02/10/07)  213.532  (m)                       GP(2002.00)    
 AA9530  ELLIP H (07/12/02)  213.549  (m)                       GP(       ) 4 1
 AA9530  NAD 83(1994)-  42 36 37.99210(N)    085 14 08.05319(W) AD(       ) 1
 AA9530  ELLIP H (12/21/95)  213.571  (m)                       GP(       ) 4 1
 AA9530  NAVD 88 (12/21/95)  247.3    (m)  GEOID93  model used  GPS OBS        
 AA9530
 AA9530.Superseded values are not recommended for survey control.
 AA9530
 AA9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9530.See file dsdata.pdf to determine how the superseded data were derived.
 AA9530
 AA9530_MARKER: DD = SURVEY DISK
 AA9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9530_STAMPING: 08308 1994
 AA9530_MARK LOGO: MIDT
 AA9530_PROJECTION: FLUSH
 AA9530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9530+STABILITY: SURFACE MOTION
 AA9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9530+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 AA9530
 AA9530  HISTORY     - Date     Condition        Report By
 AA9530  HISTORY     - 1994     MONUMENTED       MI-015
 AA9530  HISTORY     - 2003     GOOD             MI-015
 AA9530  HISTORY     - 20050409 GOOD             USPSQD
 AA9530  HISTORY     - 20160524 GOOD             MIDT
 AA9530
 AA9530                          STATION DESCRIPTION
 AA9530
 AA9530'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9530'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE QUADRANGLE.  IT
 AA9530'IS IN THE SOUTHEAST 1/4 OF SECTION 27, T-3-N, R-8-W, HASTINGS
 AA9530'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) WEST OF NASHVILLE, 3.0 MI (4.8 KM)
 AA9530'SOUTHEAST OF HASTINGS, ON HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM
 AA9530'THE INTERSECTION OF STATE HIGHWAYS M-37 AND M-79 (3.0 MILES
 AA9530'SOUTH-SOUTHEAST OF THE BARRY COUNTY COURTHOUSE) , TRAVEL EAST ALONG
 AA9530'HIGHWAY M-79 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT IN THE
 AA9530'CLEAR VISION AREA OF THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 AA9530'HIGHWAY M-79 AND MCKEOWN ROAD.  STATION IS AN ALUMINUM DISK SET INTO
 AA9530'THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE, FLUSH
 AA9530'WITH THE GRADE.  IT IS 16.5 FT (5.0 M) SOUTHWEST FROM THE CLEAR VISION
 AA9530'LINE FENCE POST, 31.0 FT (9.4 M) WEST-SOUTHWEST FROM A UTILITY GUY
 AA9530'POLE, 31.5 FT (9.6 M) WEST FROM CLEAR VISION END POST, 60.0 FT (18.3
 AA9530'M) NORTH FROM THE CENTERLINE OF HIGHWAY M-79 AND 182.0 FT (55.5 M)
 AA9530'EAST FROM THE CENTERLINE OF MCKEWON ROAD AND 1.0 FT (0.3 M) SOUTH FROM
 AA9530'A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.
 AA9530'RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9530
 AA9530                          STATION RECOVERY (2003)
 AA9530
 AA9530'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2003 (BLR)
 AA9530'RECOVERED AS DESCRIBED.
 AA9530
 AA9530                          STATION RECOVERY (2005)
 AA9530
 AA9530'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9530'RECOVERED IN GOOD CONDITION.
 AA9530
 AA9530                          STATION RECOVERY (2016)
 AA9530
 AA9530'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AA9530'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  35.2 FT (10.7 M)
 AA9530'WEST OF TELEPHONE UTILITY BOX.  23.0 FT (7.0 M) SOUTH OF SOUTHERN MOST
 AA9530'PILLAR OF BARRY COUNTY CHRISTIAN SCHOOL SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9531 ***********************************************************************
 AA9531  DESIGNATION -  08309
 AA9531  PID         -  AA9531
 AA9531  STATE/COUNTY-  MI/BARRY
 AA9531  COUNTRY     -  US
 AA9531  USGS QUAD   -  BANFIELD (2017)
 AA9531
 AA9531                         *CURRENT SURVEY CONTROL
 AA9531  ______________________________________________________________________
 AA9531* NAD 83(2011) POSITION- 42 29 34.63371(N) 085 15 31.49738(W)   ADJUSTED
 AA9531* NAD 83(2011) ELLIP HT-   272.451 (meters)        (06/27/12)   ADJUSTED
 AA9531* NAD 83(2011) EPOCH   -  2010.00
 AA9531* NAVD 88 ORTHO HEIGHT -   306.045 (meters)     1004.08  (feet) ADJUSTED
 AA9531  ______________________________________________________________________
 AA9531  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 AA9531  NAD 83(2011) X  -    389,341.803 (meters)                     COMP
 AA9531  NAD 83(2011) Y  - -4,694,267.807 (meters)                     COMP
 AA9531  NAD 83(2011) Z  -  4,286,321.662 (meters)                     COMP
 AA9531  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 AA9531  DYNAMIC HEIGHT  -        305.951 (meters)     1003.77  (feet) COMP
 AA9531  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 AA9531
 AA9531  VERT ORDER      -  SECOND    CLASS I
 AA9531
 AA9531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9531  Standards:
 AA9531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9531  -------------------------------------------------------------------
 AA9531  NETWORK    0.96   2.14           0.45   0.30   1.09     -0.06564638
 AA9531  -------------------------------------------------------------------
 AA9531  Click here for local accuracies and other accuracy information.
 AA9531
 AA9531.The horizontal coordinates were established by GPS observations
 AA9531.and adjusted by the National Geodetic Survey in June 2012.
 AA9531
 AA9531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9531.been affixed to the stable North American tectonic plate. See 
 AA9531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9531
 AA9531.The horizontal coordinates are valid at the epoch date displayed above
 AA9531.which is a decimal equivalence of Year/Month/Day.
 AA9531
 AA9531.The orthometric height was determined by differential leveling and
 AA9531.adjusted by the NATIONAL GEODETIC SURVEY
 AA9531.in August 2013.
 AA9531
 AA9531.No vertical observational check was made to the station.
 AA9531
 AA9531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9531.GEOID18 height accuracy estimate available here.
 AA9531
 AA9531.Click photographs - Photos may exist for this station.
 AA9531
 AA9531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9531
 AA9531.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9531
 AA9531.The ellipsoidal height was determined by GPS observations
 AA9531.and is referenced to NAD 83.
 AA9531
 AA9531.The dynamic height is computed by dividing the NAVD 88
 AA9531.geopotential number by the normal gravity value computed on the
 AA9531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9531.degrees latitude (g = 980.6199 gals.).
 AA9531
 AA9531.The modeled gravity was interpolated from observed gravity values.
 AA9531
 AA9531. The following values were computed from the NAD 83(2011) position.
 AA9531
 AA9531;                    North         East     Units Scale Factor Converg.
 AA9531;SPC MI S     -   110,683.306 3,926,669.953   MT  0.99993015   -0 36 25.5
 AA9531;SPC MI S     -   363,134.21 12,882,775.44   iFT  0.99993015   -0 36 25.5
 AA9531;UTM  16      - 4,705,979.651   643,089.866   MT  0.99985191   +1 10 35.1
 AA9531
 AA9531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9531!SPC MI S     -   0.99995727  x   0.99993015  =   0.99988743
 AA9531!UTM  16      -   0.99995727  x   0.99985191  =   0.99980919
 AA9531
 AA9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4308905979(NAD 83)
 AA9531
 AA9531                          SUPERSEDED SURVEY CONTROL
 AA9531
 AA9531  NAD 83(2007)-  42 29 34.63390(N)    085 15 31.49828(W) AD(2002.00) 0
 AA9531  ELLIP H (02/10/07)  272.459  (m)                       GP(2002.00)    
 AA9531  ELLIP H (07/12/02)  272.473  (m)                       GP(       ) 4 1
 AA9531  NAD 83(1994)-  42 29 34.63389(N)    085 15 31.49877(W) AD(       ) 1
 AA9531  ELLIP H (12/21/95)  272.495  (m)                       GP(       ) 4 1
 AA9531  NAVD 88 (12/21/95)  306.1    (m)  GEOID93  model used  GPS OBS        
 AA9531
 AA9531.Superseded values are not recommended for survey control.
 AA9531
 AA9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9531.See file dsdata.pdf to determine how the superseded data were derived.
 AA9531
 AA9531_MARKER: DD = SURVEY DISK
 AA9531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9531_STAMPING: 08309 1994
 AA9531_MARK LOGO: MIDT
 AA9531_PROJECTION: FLUSH
 AA9531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9531+STABILITY: SURFACE MOTION
 AA9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9531+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 AA9531
 AA9531  HISTORY     - Date     Condition        Report By
 AA9531  HISTORY     - 1994     MONUMENTED       MI-015
 AA9531  HISTORY     - 20040417 GOOD             USPSQD
 AA9531  HISTORY     - 20060426 GOOD             MIDT
 AA9531  HISTORY     - 20200714 GOOD             MIDT
 AA9531
 AA9531                          STATION DESCRIPTION
 AA9531
 AA9531'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9531'STATION IS LOCATED IN QUAD 420852 ON THE BANFIELD QUADRANGLE MAP.  IT
 AA9531'IS IN THE NORTH 1/2 OF SECTION 9 (VERY CLOSE TO THE NORTH 1/4 CORNER)
 AA9531', T-1-N, R-8-W, JOHNSTOWN TOWNSHIP.  ABOUT 9.5 MI (15.3 KM) SOUTH OF
 AA9531'HASTINGS, 9.0 MI (14.5 KM) SOUTHWEST OF NASHVILLE, ON STATE HIGHWAY
 AA9531'M-37 RIGHT-OF-WAY.  TO REACH FROM THE POST OFFICE IN DOWLING, TRAVEL
 AA9531'SOUTH ALONG STATE HIGHWAY M-37 FOR 635.0 FT (193.5 M) TO THE
 AA9531'INTERSECTION DOWLING ROAD.  CONTINUE SOUTH ON HIGHWAY M-37 FOR 2.08 MI
 AA9531'(3.35 KM) TO THE STATION ON THE LEFT AT THE INTERSECTION OF GROAT ROAD
 AA9531'AND IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN
 AA9531'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9531'CONCRETE BASE, AND FLUSH WITH THE GRADE.  IT IS 18.3 FT (5.6 M) NORTH
 AA9531'FROM THE CENTERLINE OF A PRIVATE GRAVEL DRIVEWAY, 31.6 FT (9.6 M)
 AA9531'SOUTH-SOUTHWEST FROM AN IRON FENCE POST, 51.2 FT (15.6 M)
 AA9531'EAST-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY M-37, 100.0 FT (30.5 M)
 AA9531'SOUTH FROM A 36-INCH DIAMETER WALNUT TREE, AND 1.3 FT (0.4 M) WEST
 AA9531'FROM A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9531'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9531
 AA9531                          STATION RECOVERY (2004)
 AA9531
 AA9531'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9531'RECOVERED IN GOOD CONDITION.
 AA9531
 AA9531                          STATION RECOVERY (2006)
 AA9531
 AA9531'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9531'RECOVERED AS DESCRIBED.
 AA9531
 AA9531                          STATION RECOVERY (2020)
 AA9531
 AA9531'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA9531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9532 ***********************************************************************
 AA9532  DESIGNATION -  08310
 AA9532  PID         -  AA9532
 AA9532  STATE/COUNTY-  MI/BARRY
 AA9532  COUNTRY     -  US
 AA9532  USGS QUAD   -  DOWLING (2017)
 AA9532
 AA9532                         *CURRENT SURVEY CONTROL
 AA9532  ______________________________________________________________________
 AA9532* NAD 83(2011) POSITION- 42 36 36.50590(N) 085 15 12.73039(W)   ADJUSTED
 AA9532* NAD 83(2011) ELLIP HT-   238.291 (meters)        (06/27/12)   ADJUSTED
 AA9532* NAD 83(2011) EPOCH   -  2010.00
 AA9532* NAVD 88 ORTHO HEIGHT -   272.043 (meters)      892.53  (feet) ADJUSTED
 AA9532  ______________________________________________________________________
 AA9532  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 AA9532  NAD 83(2011) X  -    389,038.364 (meters)                     COMP
 AA9532  NAD 83(2011) Y  - -4,685,433.950 (meters)                     COMP
 AA9532  NAD 83(2011) Z  -  4,295,888.588 (meters)                     COMP
 AA9532  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 AA9532  DYNAMIC HEIGHT  -        271.958 (meters)      892.25  (feet) COMP
 AA9532  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 AA9532
 AA9532  VERT ORDER      -  SECOND    CLASS I
 AA9532
 AA9532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9532  Standards:
 AA9532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9532  -------------------------------------------------------------------
 AA9532  NETWORK    0.92   2.10           0.43   0.30   1.07     -0.09695191
 AA9532  -------------------------------------------------------------------
 AA9532  Click here for local accuracies and other accuracy information.
 AA9532
 AA9532.The horizontal coordinates were established by GPS observations
 AA9532.and adjusted by the National Geodetic Survey in June 2012.
 AA9532
 AA9532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9532.been affixed to the stable North American tectonic plate. See 
 AA9532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9532
 AA9532.The horizontal coordinates are valid at the epoch date displayed above
 AA9532.which is a decimal equivalence of Year/Month/Day.
 AA9532
 AA9532.The orthometric height was determined by differential leveling and
 AA9532.adjusted by the NATIONAL GEODETIC SURVEY
 AA9532.in August 2013.
 AA9532
 AA9532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9532.GEOID18 height accuracy estimate available here.
 AA9532
 AA9532.Click photographs - Photos may exist for this station.
 AA9532
 AA9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9532
 AA9532.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9532
 AA9532.The ellipsoidal height was determined by GPS observations
 AA9532.and is referenced to NAD 83.
 AA9532
 AA9532.The dynamic height is computed by dividing the NAVD 88
 AA9532.geopotential number by the normal gravity value computed on the
 AA9532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9532.degrees latitude (g = 980.6199 gals.).
 AA9532
 AA9532.The modeled gravity was interpolated from observed gravity values.
 AA9532
 AA9532. The following values were computed from the NAD 83(2011) position.
 AA9532
 AA9532;                    North         East     Units Scale Factor Converg.
 AA9532;SPC MI S     -   123,694.636 3,927,235.566   MT  0.99991833   -0 36 12.7
 AA9532;SPC MI S     -   405,822.30 12,884,631.12   iFT  0.99991833   -0 36 12.7
 AA9532;UTM  16      - 4,719,001.351   643,249.947   MT  0.99985247   +1 10 57.2
 AA9532
 AA9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9532!SPC MI S     -   0.99996263  x   0.99991833  =   0.99988096
 AA9532!UTM  16      -   0.99996263  x   0.99985247  =   0.99981511
 AA9532
 AA9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4324919001(NAD 83)
 AA9532
 AA9532                          SUPERSEDED SURVEY CONTROL
 AA9532
 AA9532  NAD 83(2007)-  42 36 36.50608(N)    085 15 12.73128(W) AD(2002.00) 0
 AA9532  ELLIP H (02/10/07)  238.299  (m)                       GP(2002.00)    
 AA9532  ELLIP H (07/12/02)  238.314  (m)                       GP(       ) 4 1
 AA9532  NAD 83(1994)-  42 36 36.50617(N)    085 15 12.73198(W) AD(       ) 1
 AA9532  ELLIP H (12/21/95)  238.335  (m)                       GP(       ) 4 1
 AA9532  NAVD 88 (12/21/95)  272.0    (m)  GEOID93  model used  GPS OBS        
 AA9532
 AA9532.Superseded values are not recommended for survey control.
 AA9532
 AA9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9532.See file dsdata.pdf to determine how the superseded data were derived.
 AA9532
 AA9532_MARKER: DD = SURVEY DISK
 AA9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9532_STAMPING: 08310 1994
 AA9532_MARK LOGO: MIDT
 AA9532_PROJECTION: FLUSH
 AA9532_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9532+STABILITY: SURFACE MOTION
 AA9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9532+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 AA9532
 AA9532  HISTORY     - Date     Condition        Report By
 AA9532  HISTORY     - 1994     MONUMENTED       MI-015
 AA9532  HISTORY     - 2003     GOOD             MI-015
 AA9532  HISTORY     - 20050409 GOOD             USPSQD
 AA9532  HISTORY     - 20160524 GOOD             MIDT
 AA9532
 AA9532                          STATION DESCRIPTION
 AA9532
 AA9532'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9532'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE TOWNSHIP.  IT IS
 AA9532'IN THE NORTHEAST 1/4 OF SECTION 33, T-3-N, R-8-W, HASTINGS TOWNSHIP.
 AA9532'ABOUT 8.0 MI (12.9 KM) WEST OF NASHVILLE, 3.0 MI (4.8 KM) SOUTH OF
 AA9532'HASTINGS AND ON STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9532'INTERSECTION OF STATE HIGHWAYS M-37 AND M-79 (3.0 MI SOUTH-SOUTHEAST
 AA9532'FROM THE BARRY COUNTY COURTHOUSE) , TRAVEL EAST ALONG STATE HIGHWAY
 AA9532'M-79 FOR 0.88 MI (1.42 KM) TO THE STATION ON THE RIGHT.  STATION IS AN
 AA9532'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9532'CONCRETE BASE AND FLUSH WITH THE GRADE.  IT IS 20.0 FT (6.1 M)
 AA9532'EAST-SOUTHEAST FROM THE EAST END OF A CONCRETE DRIVEWAY CULVERT, 28.0
 AA9532'FT (8.5 M) EAST FROM THE CENTERLINE OF A GRAVEL DRIVEWAY, 43.5 FT
 AA9532'(13.3 M) SOUTH FROM THE CENTERLINE OF HIGHWAY M-79, 67.5 FT (20.6 M)
 AA9532'SOUTH-SOUTHEAST FROM A MAIL BOX POST FOR HOUSE NUMBER 1900 AND 1.0 FT
 AA9532'(0.3 M) NORTH FROM A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN
 AA9532'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9532
 AA9532                          STATION RECOVERY (2003)
 AA9532
 AA9532'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2003 (BLR)
 AA9532'RECOVERED AS DESCRIBED.
 AA9532
 AA9532                          STATION RECOVERY (2005)
 AA9532
 AA9532'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9532'RECOVERED IN GOOD CONDITION.
 AA9532
 AA9532                          STATION RECOVERY (2016)
 AA9532
 AA9532'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AA9532'HOUSE NUMBER 1900 IN DESCRIPTION IS NOW 1882.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9533 ***********************************************************************
 AA9533  DESIGNATION -  08311
 AA9533  PID         -  AA9533
 AA9533  STATE/COUNTY-  MI/BARRY
 AA9533  COUNTRY     -  US
 AA9533  USGS QUAD   -  DOWLING (2017)
 AA9533
 AA9533                         *CURRENT SURVEY CONTROL
 AA9533  ______________________________________________________________________
 AA9533* NAD 83(2011) POSITION- 42 30 24.50055(N) 085 15 33.05245(W)   ADJUSTED
 AA9533* NAD 83(2011) ELLIP HT-   267.389 (meters)        (06/27/12)   ADJUSTED
 AA9533* NAD 83(2011) EPOCH   -  2010.00
 AA9533* NAVD 88 ORTHO HEIGHT -   301.003 (meters)      987.54  (feet) ADJUSTED
 AA9533  ______________________________________________________________________
 AA9533  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 AA9533  NAD 83(2011) X  -    389,220.184 (meters)                     COMP
 AA9533  NAD 83(2011) Y  - -4,693,231.000 (meters)                     COMP
 AA9533  NAD 83(2011) Z  -  4,287,452.749 (meters)                     COMP
 AA9533  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AA9533  DYNAMIC HEIGHT  -        300.909 (meters)      987.23  (feet) COMP
 AA9533  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 AA9533
 AA9533  VERT ORDER      -  SECOND    CLASS I
 AA9533
 AA9533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9533  Standards:
 AA9533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9533  -------------------------------------------------------------------
 AA9533  NETWORK    0.94   2.12           0.44   0.30   1.08     -0.05003410
 AA9533  -------------------------------------------------------------------
 AA9533  Click here for local accuracies and other accuracy information.
 AA9533
 AA9533.The horizontal coordinates were established by GPS observations
 AA9533.and adjusted by the National Geodetic Survey in June 2012.
 AA9533
 AA9533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9533.been affixed to the stable North American tectonic plate. See 
 AA9533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9533
 AA9533.The horizontal coordinates are valid at the epoch date displayed above
 AA9533.which is a decimal equivalence of Year/Month/Day.
 AA9533
 AA9533.The orthometric height was determined by differential leveling and
 AA9533.adjusted by the NATIONAL GEODETIC SURVEY
 AA9533.in August 2013.
 AA9533
 AA9533.No vertical observational check was made to the station.
 AA9533
 AA9533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9533.GEOID18 height accuracy estimate available here.
 AA9533
 AA9533.Click photographs - Photos may exist for this station.
 AA9533
 AA9533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9533
 AA9533.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9533
 AA9533.The ellipsoidal height was determined by GPS observations
 AA9533.and is referenced to NAD 83.
 AA9533
 AA9533.The dynamic height is computed by dividing the NAVD 88
 AA9533.geopotential number by the normal gravity value computed on the
 AA9533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9533.degrees latitude (g = 980.6199 gals.).
 AA9533
 AA9533.The modeled gravity was interpolated from observed gravity values.
 AA9533
 AA9533. The following values were computed from the NAD 83(2011) position.
 AA9533
 AA9533;                    North         East     Units Scale Factor Converg.
 AA9533;SPC MI S     -   112,222.198 3,926,650.757   MT  0.99992854   -0 36 26.6
 AA9533;SPC MI S     -   368,183.06 12,882,712.46   iFT  0.99992854   -0 36 26.6
 AA9533;UTM  16      - 4,707,517.080   643,022.785   MT  0.99985168   +1 10 35.2
 AA9533
 AA9533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9533!SPC MI S     -   0.99995807  x   0.99992854  =   0.99988661
 AA9533!UTM  16      -   0.99995807  x   0.99985168  =   0.99980975
 AA9533
 AA9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4302207517(NAD 83)
 AA9533
 AA9533                          SUPERSEDED SURVEY CONTROL
 AA9533
 AA9533  NAD 83(2007)-  42 30 24.50073(N)    085 15 33.05334(W) AD(2002.00) 0
 AA9533  ELLIP H (02/10/07)  267.397  (m)                       GP(2002.00)    
 AA9533  ELLIP H (07/12/02)  267.411  (m)                       GP(       ) 4 1
 AA9533  NAD 83(1994)-  42 30 24.50073(N)    085 15 33.05385(W) AD(       ) 1
 AA9533  ELLIP H (12/21/95)  267.434  (m)                       GP(       ) 4 1
 AA9533  NAVD 88 (12/21/95)  301.0    (m)  GEOID93  model used  GPS OBS        
 AA9533
 AA9533.Superseded values are not recommended for survey control.
 AA9533
 AA9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9533.See file dsdata.pdf to determine how the superseded data were derived.
 AA9533
 AA9533_MARKER: DD = SURVEY DISK
 AA9533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9533_STAMPING: 08311 1994
 AA9533_MARK LOGO: MIDT
 AA9533_PROJECTION: FLUSH
 AA9533_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9533+STABILITY: SURFACE MOTION
 AA9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9533+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 AA9533
 AA9533  HISTORY     - Date     Condition        Report By
 AA9533  HISTORY     - 1994     MONUMENTED       MI-015
 AA9533  HISTORY     - 20040417 GOOD             USPSQD
 AA9533  HISTORY     - 20060426 GOOD             MIDT
 AA9533  HISTORY     - 20200714 GOOD             MIDT
 AA9533
 AA9533                          STATION DESCRIPTION
 AA9533
 AA9533'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9533'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9533'IS IN THE NORTHWEST 1/4 OF SECTION 4, T-1-N, R-8-W, JOHNSTOWN
 AA9533'TOWNSHIP.  ABOUT 1-1/4 MILES SOUTH OF THE POST OFFICE IN DOWLING,
 AA9533'8-1/2 MILES SOUTH OF HASTINGS, 8.0 MILESSOUTHWEST OF NASHVILLE AND ON
 AA9533'STATE HIGHWAY M-37 RIGHT-OF-WAY.  TO REACH FROM THE POST OFFICE IN
 AA9533'DOWLING, TRAVEL SOUTH ALONG STATE HIGHWAY M-37 FOR 635.0 FT (193.5 M)
 AA9533'TO THE INTERSECTION OF DOWLING ROAD.  CONTINUE SOUTH ON HIGHWAY M-37
 AA9533'FOR 1.12 MI (1.80 KM) TO THE STATION ON THE RIGHT ALONG THE WEST SIDE
 AA9533'OF ROAD.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9533'DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS
 AA9533'24.0 FT (7.3 M) WEST OF THE CENTERLINE OF HIGHWAY M-37, 355.0 FT
 AA9533'(108.2 M) SOUTH FROM THE CENTERLINE OF BUTLER ROAD AND 520.0 FT (158.5
 AA9533'M) NORTH FROM THE CENTERLINE OF THE ENTRANCE ROAD TO BATTLE CREEK
 AA9533'SCHOOL ENVIRONMENTAL EDUCATION CENTER.  A CARSONITE WITNESS POST MARKS
 AA9533'THE STATION.  (NO OTHER GOOD REFERENCES NEARBY.) DESCRIBED BY BRIAN
 AA9533'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9533
 AA9533                          STATION RECOVERY (2004)
 AA9533
 AA9533'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9533'RECOVERED IN GOOD CONDITION.
 AA9533
 AA9533                          STATION RECOVERY (2006)
 AA9533
 AA9533'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9533'RECOVERED AS DESCRIBED.
 AA9533
 AA9533                          STATION RECOVERY (2020)
 AA9533
 AA9533'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA9533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9534 ***********************************************************************
 AA9534  DESIGNATION -  08312
 AA9534  PID         -  AA9534
 AA9534  STATE/COUNTY-  MI/BARRY
 AA9534  COUNTRY     -  US
 AA9534  USGS QUAD   -  HASTINGS (2017)
 AA9534
 AA9534                         *CURRENT SURVEY CONTROL
 AA9534  ______________________________________________________________________
 AA9534* NAD 83(2011) POSITION- 42 40 13.60292(N) 085 17 26.39457(W)   ADJUSTED
 AA9534* NAD 83(2011) ELLIP HT-   226.964 (meters)        (06/27/12)   ADJUSTED
 AA9534* NAD 83(2011) EPOCH   -  2010.00
 AA9534* NAVD 88 ORTHO HEIGHT -   260.721 (meters)      855.38  (feet) ADJUSTED
 AA9534  ______________________________________________________________________
 AA9534  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 AA9534  NAD 83(2011) X  -    385,628.758 (meters)                     COMP
 AA9534  NAD 83(2011) Y  - -4,681,154.067 (meters)                     COMP
 AA9534  NAD 83(2011) Z  -  4,300,809.016 (meters)                     COMP
 AA9534  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AA9534  DYNAMIC HEIGHT  -        260.642 (meters)      855.12  (feet) COMP
 AA9534  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 AA9534
 AA9534  VERT ORDER      -  SECOND    CLASS I
 AA9534
 AA9534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9534  Standards:
 AA9534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9534  -------------------------------------------------------------------
 AA9534  NETWORK    1.16   2.31           0.54   0.38   1.18     -0.01205297
 AA9534  -------------------------------------------------------------------
 AA9534  Click here for local accuracies and other accuracy information.
 AA9534
 AA9534.The horizontal coordinates were established by GPS observations
 AA9534.and adjusted by the National Geodetic Survey in June 2012.
 AA9534
 AA9534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9534.been affixed to the stable North American tectonic plate. See 
 AA9534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9534
 AA9534.The horizontal coordinates are valid at the epoch date displayed above
 AA9534.which is a decimal equivalence of Year/Month/Day.
 AA9534
 AA9534.The orthometric height was determined by differential leveling and
 AA9534.adjusted by the NATIONAL GEODETIC SURVEY
 AA9534.in August 2013.
 AA9534
 AA9534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9534.GEOID18 height accuracy estimate available here.
 AA9534
 AA9534.Click photographs - Photos may exist for this station.
 AA9534
 AA9534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9534
 AA9534.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9534
 AA9534.The ellipsoidal height was determined by GPS observations
 AA9534.and is referenced to NAD 83.
 AA9534
 AA9534.The dynamic height is computed by dividing the NAVD 88
 AA9534.geopotential number by the normal gravity value computed on the
 AA9534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9534.degrees latitude (g = 980.6199 gals.).
 AA9534
 AA9534.The modeled gravity was interpolated from observed gravity values.
 AA9534
 AA9534. The following values were computed from the NAD 83(2011) position.
 AA9534
 AA9534;                    North         East     Units Scale Factor Converg.
 AA9534;SPC MI S     -   130,425.426 3,924,262.904   MT  0.99991386   -0 37 43.7
 AA9534;SPC MI S     -   427,904.94 12,874,878.29   iFT  0.99991386   -0 37 43.7
 AA9534;UTM  16      - 4,725,635.718   640,069.076   MT  0.99984138   +1 09 31.5
 AA9534
 AA9534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9534!SPC MI S     -   0.99996441  x   0.99991386  =   0.99987827
 AA9534!UTM  16      -   0.99996441  x   0.99984138  =   0.99980579
 AA9534
 AA9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4006925635(NAD 83)
 AA9534
 AA9534                          SUPERSEDED SURVEY CONTROL
 AA9534
 AA9534  NAD 83(2007)-  42 40 13.60312(N)    085 17 26.39548(W) AD(2002.00) 0
 AA9534  ELLIP H (02/10/07)  226.971  (m)                       GP(2002.00)    
 AA9534  ELLIP H (07/12/02)  226.984  (m)                       GP(       ) 4 1
 AA9534  NAD 83(1994)-  42 40 13.60329(N)    085 17 26.39628(W) AD(       ) 1
 AA9534  ELLIP H (12/21/95)  227.005  (m)                       GP(       ) 4 1
 AA9534  NAVD 88 (12/21/95)  260.7    (m)  GEOID93  model used  GPS OBS        
 AA9534
 AA9534.Superseded values are not recommended for survey control.
 AA9534
 AA9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9534.See file dsdata.pdf to determine how the superseded data were derived.
 AA9534
 AA9534_MARKER: DD = SURVEY DISK
 AA9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9534_STAMPING: 08312 1994
 AA9534_MARK LOGO: MIDT
 AA9534_PROJECTION: FLUSH
 AA9534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9534+STABILITY: SURFACE MOTION
 AA9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9534+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 AA9534
 AA9534  HISTORY     - Date     Condition        Report By
 AA9534  HISTORY     - 1994     MONUMENTED       MI-015
 AA9534  HISTORY     - 20050409 GOOD             USPSQD
 AA9534  HISTORY     - 20060517 GOOD             MIDT
 AA9534  HISTORY     - 20250520 GOOD             ROWEIN
 AA9534
 AA9534                          STATION DESCRIPTION
 AA9534
 AA9534'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9534'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9534'IS IN THE SOUTHWEST 1/4 OF SECTION 5, T-3-N, R-8-W, HASTINGS AT
 AA9534'TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF MIDDLEVILLE, 1.5 MI
 AA9534'(2.4 KM) NORTH OF HASTINGS, ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO
 AA9534'REACH FROM THE POST OFFICE IN HASTINGS, TRAVEL ONE BLOCK WEST ALONG
 AA9534'MILL STREET TO BROADWAY (STATE HIGHWAY M-43) .  TURN RIGHT AND GO
 AA9534'NORTH ALONG STATE HIGHWAY M-43 FOR 1.37 MI (2.20 KM) TO THE STATION ON
 AA9534'THE RIGHT, ABOUT 865.0 FT (263.7 M) NORTH OF CITY LIMITS OF HASTINGS.
 AA9534'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9534'48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 364 FT (110.9
 AA9534'M) NORTH FROM THE CENTER OF DRIVEWAY TO HOUSE NO.  1945 BROADWAY
 AA9534'(M-43) , 67.5 FT (20.6 M) SOUTH-SOUTHEST FROM A CONCRETE HIGHWAY
 AA9534'RIGHT-OF-WAY MARKER, 30.0 FT (9.1 M) EAST FROM THE PAINTED CENTERLINE
 AA9534'OF HIGHWAY M-43, 26.0 FT (7.9 M) WEST FROM HIGHWAY RIGHT-OF-WAY FENCE,
 AA9534'AND 1.0 FT (0.3 M) WEST FROM A CARSONITE WITNESS POST.  DESCRIBED BY
 AA9534'BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9534
 AA9534                          STATION RECOVERY (2005)
 AA9534
 AA9534'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9534'26 FT WEST OF WITNESS POST IN FENSE LINE.  163 SOUTH OF MAIL BOX FOR
 AA9534'HOUSE 1175
 AA9534
 AA9534                          STATION RECOVERY (2006)
 AA9534
 AA9534'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9534'RECOVERED AS DESCRIBED.
 AA9534
 AA9534                          STATION RECOVERY (2025)
 AA9534
 AA9534'RECOVERY NOTE BY ROWE INCORPORATED 2025 (SJS)
 AA9534'FOUND PER NATIONAL GEODETIC SURVEY DATASHEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9535 ***********************************************************************
 AA9535  DESIGNATION -  08313
 AA9535  PID         -  AA9535
 AA9535  STATE/COUNTY-  MI/BARRY
 AA9535  COUNTRY     -  US
 AA9535  USGS QUAD   -  WOODLAND (2017)
 AA9535
 AA9535                         *CURRENT SURVEY CONTROL
 AA9535  ______________________________________________________________________
 AA9535* NAD 83(2011) POSITION- 42 43 34.97290(N) 085 14 45.73276(W)   ADJUSTED
 AA9535* NAD 83(2011) ELLIP HT-   220.627 (meters)        (06/27/12)   ADJUSTED
 AA9535* NAD 83(2011) EPOCH   -  2010.00
 AA9535* NAVD 88 ORTHO HEIGHT -   254.453 (meters)      834.82  (feet) ADJUSTED
 AA9535  ______________________________________________________________________
 AA9535  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 AA9535  NAD 83(2011) X  -    388,925.214 (meters)                     COMP
 AA9535  NAD 83(2011) Y  - -4,676,648.185 (meters)                     COMP
 AA9535  NAD 83(2011) Z  -  4,305,371.583 (meters)                     COMP
 AA9535  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AA9535  DYNAMIC HEIGHT  -        254.376 (meters)      834.57  (feet) COMP
 AA9535  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 AA9535
 AA9535  VERT ORDER      -  SECOND    CLASS I
 AA9535
 AA9535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9535  Standards:
 AA9535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9535  -------------------------------------------------------------------
 AA9535  NETWORK    1.08   2.23           0.51   0.34   1.14     -0.07600812
 AA9535  -------------------------------------------------------------------
 AA9535  Click here for local accuracies and other accuracy information.
 AA9535
 AA9535.The horizontal coordinates were established by GPS observations
 AA9535.and adjusted by the National Geodetic Survey in June 2012.
 AA9535
 AA9535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9535.been affixed to the stable North American tectonic plate. See 
 AA9535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9535
 AA9535.The horizontal coordinates are valid at the epoch date displayed above
 AA9535.which is a decimal equivalence of Year/Month/Day.
 AA9535
 AA9535.The orthometric height was determined by differential leveling and
 AA9535.adjusted by the NATIONAL GEODETIC SURVEY
 AA9535.in August 2013.
 AA9535
 AA9535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9535.GEOID18 height accuracy estimate available here.
 AA9535
 AA9535.Click photographs - Photos may exist for this station.
 AA9535
 AA9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9535
 AA9535.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9535
 AA9535.The ellipsoidal height was determined by GPS observations
 AA9535.and is referenced to NAD 83.
 AA9535
 AA9535.The dynamic height is computed by dividing the NAVD 88
 AA9535.geopotential number by the normal gravity value computed on the
 AA9535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9535.degrees latitude (g = 980.6199 gals.).
 AA9535
 AA9535.The modeled gravity was interpolated from observed gravity values.
 AA9535
 AA9535. The following values were computed from the NAD 83(2011) position.
 AA9535
 AA9535;                    North         East     Units Scale Factor Converg.
 AA9535;SPC MI S     -   136,599.131 3,927,985.694   MT  0.99991069   -0 35 54.4
 AA9535;SPC MI S     -   448,159.88 12,887,092.17   iFT  0.99991069   -0 35 54.4
 AA9535;UTM  16      - 4,731,922.175   643,597.184   MT  0.99985369   +1 11 24.9
 AA9535
 AA9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9535!SPC MI S     -   0.99996540  x   0.99991069  =   0.99987609
 AA9535!UTM  16      -   0.99996540  x   0.99985369  =   0.99981910
 AA9535
 AA9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4359731922(NAD 83)
 AA9535
 AA9535                          SUPERSEDED SURVEY CONTROL
 AA9535
 AA9535  NAD 83(2007)-  42 43 34.97308(N)    085 14 45.73366(W) AD(2002.00) 0
 AA9535  ELLIP H (02/10/07)  220.635  (m)                       GP(2002.00)    
 AA9535  ELLIP H (07/12/02)  220.648  (m)                       GP(       ) 4 1
 AA9535  NAD 83(1994)-  42 43 34.97321(N)    085 14 45.73442(W) AD(       ) 1
 AA9535  ELLIP H (12/21/95)  220.668  (m)                       GP(       ) 4 1
 AA9535  NAVD 88 (12/21/95)  254.4    (m)  GEOID93  model used  GPS OBS        
 AA9535
 AA9535.Superseded values are not recommended for survey control.
 AA9535
 AA9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9535.See file dsdata.pdf to determine how the superseded data were derived.
 AA9535
 AA9535_MARKER: DD = SURVEY DISK
 AA9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9535_STAMPING: 08313 1994
 AA9535_MARK LOGO: MIDT
 AA9535_PROJECTION: FLUSH
 AA9535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9535+STABILITY: SURFACE MOTION
 AA9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9535+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 AA9535
 AA9535  HISTORY     - Date     Condition        Report By
 AA9535  HISTORY     - 1994     MONUMENTED       MI-015
 AA9535  HISTORY     - 20040417 GOOD             USPSQD
 AA9535  HISTORY     - 20050701 GOOD             NGS
 AA9535
 AA9535                          STATION DESCRIPTION
 AA9535
 AA9535'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9535'STATION IS LOCATED IN QUAD 420851 ON THE WOODLAND QUADRANGLE MAP.  IT
 AA9535'IS IN THE NORTHWEST 1/4 OF SECTION 22, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9535'ABOUT 6.0 MI (9.7 KM) NORTHEAST OF HASTINGS, 6.0 MI (9.7 KM) WEST OF
 AA9535'THE VILLAGE OF WOODLAND, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO
 AA9535'REACH FROM THE POST OFFICE IN WOODLAND, TRAVEL SOUTH FOR 1/2 BLOCK TO
 AA9535'THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY M-43.  TURN RIGHT
 AA9535'AND TRAVEL WEST ALONG HIGHWAY M-43 FOR 5.7 MI (9.2 KM) TO THE STATION
 AA9535'ON THE LEFT AT THE INTERSECTION OF ANDRUS ROAD IN THE CLEAR VISION
 AA9535'AREA OF THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN
 AA9535'ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9535'CONCRETE BASE, FLUSH WITH GRADE.  IT IS 30.5 FT (9.3 M) WEST-SOUTHWEST
 AA9535'FROM A ROAD SIGN POST, 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF
 AA9535'HIGHWAY M-43, 81.5 FT (24.8 M) EAST-NORTHEAST FROM A STOP SIGN POST
 AA9535'AND 97.0 FT (29.6 M) EAST FROM THE CENTERLINE OF ANDRUS ROAD, AND A
 AA9535'CARSONITE WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN
 AA9535'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9535
 AA9535                          STATION RECOVERY (2004)
 AA9535
 AA9535'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9535'RECOVERED IN GOOD CONDITION.
 AA9535
 AA9535                          STATION RECOVERY (2005)
 AA9535
 AA9535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 AA9535'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9536 ***********************************************************************
 AA9536  DESIGNATION -  08314
 AA9536  PID         -  AA9536
 AA9536  STATE/COUNTY-  MI/BARRY
 AA9536  COUNTRY     -  US
 AA9536  USGS QUAD   -  HASTINGS (2017)
 AA9536
 AA9536                         *CURRENT SURVEY CONTROL
 AA9536  ______________________________________________________________________
 AA9536* NAD 83(2011) POSITION- 42 41 22.05650(N) 085 17 27.36818(W)   ADJUSTED
 AA9536* NAD 83(2011) ELLIP HT-   223.484 (meters)        (06/27/12)   ADJUSTED
 AA9536* NAD 83(2011) EPOCH   -  2010.00
 AA9536* NAVD 88 ORTHO HEIGHT -   257.249 (meters)      843.99  (feet) ADJUSTED
 AA9536  ______________________________________________________________________
 AA9536  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 AA9536  NAD 83(2011) X  -    385,488.892 (meters)                     COMP
 AA9536  NAD 83(2011) Y  - -4,679,726.190 (meters)                     COMP
 AA9536  NAD 83(2011) Z  -  4,302,359.570 (meters)                     COMP
 AA9536  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 AA9536  DYNAMIC HEIGHT  -        257.172 (meters)      843.74  (feet) COMP
 AA9536  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 AA9536
 AA9536  VERT ORDER      -  SECOND    CLASS I
 AA9536
 AA9536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9536  Standards:
 AA9536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9536  -------------------------------------------------------------------
 AA9536  NETWORK    1.11   2.25           0.51   0.37   1.15     -0.05526881
 AA9536  -------------------------------------------------------------------
 AA9536  Click here for local accuracies and other accuracy information.
 AA9536
 AA9536.The horizontal coordinates were established by GPS observations
 AA9536.and adjusted by the National Geodetic Survey in June 2012.
 AA9536
 AA9536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9536.been affixed to the stable North American tectonic plate. See 
 AA9536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9536
 AA9536.The horizontal coordinates are valid at the epoch date displayed above
 AA9536.which is a decimal equivalence of Year/Month/Day.
 AA9536
 AA9536.The orthometric height was determined by differential leveling and
 AA9536.adjusted by the NATIONAL GEODETIC SURVEY
 AA9536.in August 2013.
 AA9536
 AA9536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9536.GEOID18 height accuracy estimate available here.
 AA9536
 AA9536.Click photographs - Photos may exist for this station.
 AA9536
 AA9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9536
 AA9536.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9536
 AA9536.The ellipsoidal height was determined by GPS observations
 AA9536.and is referenced to NAD 83.
 AA9536
 AA9536.The dynamic height is computed by dividing the NAVD 88
 AA9536.geopotential number by the normal gravity value computed on the
 AA9536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9536.degrees latitude (g = 980.6199 gals.).
 AA9536
 AA9536.The modeled gravity was interpolated from observed gravity values.
 AA9536
 AA9536. The following values were computed from the NAD 83(2011) position.
 AA9536
 AA9536;                    North         East     Units Scale Factor Converg.
 AA9536;SPC MI S     -   132,537.655 3,924,263.923   MT  0.99991268   -0 37 44.4
 AA9536;SPC MI S     -   434,834.83 12,874,881.64   iFT  0.99991268   -0 37 44.4
 AA9536;UTM  16      - 4,727,746.800   640,004.204   MT  0.99984115   +1 09 32.3
 AA9536
 AA9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9536!SPC MI S     -   0.99996495  x   0.99991268  =   0.99987764
 AA9536!UTM  16      -   0.99996495  x   0.99984115  =   0.99980611
 AA9536
 AA9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4000427746(NAD 83)
 AA9536
 AA9536                          SUPERSEDED SURVEY CONTROL
 AA9536
 AA9536  NAD 83(2007)-  42 41 22.05669(N)    085 17 27.36909(W) AD(2002.00) 0
 AA9536  ELLIP H (02/10/07)  223.491  (m)                       GP(2002.00)    
 AA9536  ELLIP H (07/12/02)  223.505  (m)                       GP(       ) 4 1
 AA9536  NAD 83(1994)-  42 41 22.05687(N)    085 17 27.36990(W) AD(       ) 1
 AA9536  ELLIP H (12/21/95)  223.525  (m)                       GP(       ) 4 1
 AA9536  NAVD 88 (12/21/95)  257.3    (m)  GEOID93  model used  GPS OBS        
 AA9536
 AA9536.Superseded values are not recommended for survey control.
 AA9536
 AA9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9536.See file dsdata.pdf to determine how the superseded data were derived.
 AA9536
 AA9536_MARKER: DD = SURVEY DISK
 AA9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9536_STAMPING: 08314 1994
 AA9536_MARK LOGO: MIDT
 AA9536_PROJECTION: FLUSH
 AA9536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9536+STABILITY: SURFACE MOTION
 AA9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9536+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 AA9536
 AA9536  HISTORY     - Date     Condition        Report By
 AA9536  HISTORY     - 1994     MONUMENTED       MI-015
 AA9536  HISTORY     - 20050409 GOOD             USPSQD
 AA9536  HISTORY     - 20060517 GOOD             MIDT
 AA9536  HISTORY     - 20200418 GOOD             HEI
 AA9536  HISTORY     - 20200709 GOOD             MIDT
 AA9536
 AA9536                          STATION DESCRIPTION
 AA9536
 AA9536'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9536'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9536'IS IN THE SOUTHEAST 1/4 OF SECTION 31, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9536'ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF WOODLAND, 3.0 MI (4.8 KM) NORTH
 AA9536'OF HASTINGS, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY. TO REACH FROM THE
 AA9536'POST OFFICE IN HASTING, TRAVEL WEST ONE BLOCK ALONG MILL STREET TO
 AA9536'BROADWAY (STATE HIGHWAY M-43) .  TURN RIGHT AND GO NORTH ON HIGHWAY
 AA9536'M-43 FOR 2.69 MI (4.33 KM) TO THE STATION ON THE LEFT, NEAR THE
 AA9536'SOUTHERN MOST CORNER OF THE CLEAR VISION AREA SOUTH AND WEST OF THE
 AA9536'INTERSECTION WITH WILLITTS ROAD.  STATION IS AN ALUMINUM DISK SET IN
 AA9536'THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE, FLUSH
 AA9536'WITH GRADE.  IT IS 8.0 FT (2.4 M) WEST-NORTHWEST FROM A ROAD SIGN,
 AA9536'31.5 FT (9.6 M) WEST FROM THE CENTERLINE OF HIGHWAY M-43, 199.0 FT
 AA9536'(60.7 M) SOUTH FROM THE CENTERLINE OF WILLITTS ROAD, AND A CARSONITE
 AA9536'WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9536'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9536
 AA9536                          STATION RECOVERY (2005)
 AA9536
 AA9536'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9536'RECOVERED IN GOOD CONDITION.
 AA9536
 AA9536                          STATION RECOVERY (2006)
 AA9536
 AA9536'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 AA9536'RECOVERED AS DESCRIBED.
 AA9536
 AA9536                          STATION RECOVERY (2020)
 AA9536
 AA9536'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (CLE)
 AA9536'RECOVERED IN GOOD CONDITION.
 AA9536
 AA9536                          STATION RECOVERY (2020)
 AA9536
 AA9536'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA9536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9537 ***********************************************************************
 AA9537  DESIGNATION -  08315
 AA9537  PID         -  AA9537
 AA9537  STATE/COUNTY-  MI/BARRY
 AA9537  COUNTRY     -  US
 AA9537  USGS QUAD   -  MIDDLEVILLE (2017)
 AA9537
 AA9537                         *CURRENT SURVEY CONTROL
 AA9537  ______________________________________________________________________
 AA9537* NAD 83(2011) POSITION- 42 43 33.08813(N) 085 28 36.30244(W)   ADJUSTED
 AA9537* NAD 83(2011) ELLIP HT-   194.953 (meters)        (06/27/12)   ADJUSTED
 AA9537* NAD 83(2011) EPOCH   -  2010.00
 AA9537* NAVD 88 ORTHO HEIGHT -   228.6   (meters)      750.    (feet) GPS OBS
 AA9537  ______________________________________________________________________
 AA9537  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9537  GEOID HEIGHT    -         -33.36 (meters)                     GEOID93
 AA9537  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 AA9537  NAD 83(2011) X  -    370,092.205 (meters)                     COMP
 AA9537  NAD 83(2011) Y  - -4,678,196.895 (meters)                     COMP
 AA9537  NAD 83(2011) Z  -  4,305,311.438 (meters)                     COMP
 AA9537  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AA9537
 AA9537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9537  Standards:
 AA9537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9537  -------------------------------------------------------------------
 AA9537  NETWORK    1.24   2.41           0.57   0.42   1.23     -0.04193346
 AA9537  -------------------------------------------------------------------
 AA9537  Click here for local accuracies and other accuracy information.
 AA9537
 AA9537.The horizontal coordinates were established by GPS observations
 AA9537.and adjusted by the National Geodetic Survey in June 2012.
 AA9537
 AA9537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9537.been affixed to the stable North American tectonic plate. See 
 AA9537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9537
 AA9537.The horizontal coordinates are valid at the epoch date displayed above
 AA9537.which is a decimal equivalence of Year/Month/Day.
 AA9537
 AA9537.The orthometric height was determined by GPS observations and a
 AA9537.high-resolution geoid model.
 AA9537
 AA9537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9537.GEOID18 height accuracy estimate available here.
 AA9537
 AA9537.Click photographs - Photos may exist for this station.
 AA9537
 AA9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9537
 AA9537.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9537
 AA9537.The ellipsoidal height was determined by GPS observations
 AA9537.and is referenced to NAD 83.
 AA9537
 AA9537. The following values were computed from the NAD 83(2011) position.
 AA9537
 AA9537;                    North         East     Units Scale Factor Converg.
 AA9537;SPC MI S     -   136,764.209 3,909,092.052   MT  0.99991072   -0 45 19.6
 AA9537;SPC MI S     -   448,701.47 12,825,105.16   iFT  0.99991072   -0 45 19.6
 AA9537;UTM  16      - 4,731,497.407   624,709.277   MT  0.99979134   +1 02 01.1
 AA9537
 AA9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9537!SPC MI S     -   0.99996943  x   0.99991072  =   0.99988015
 AA9537!UTM  16      -   0.99996943  x   0.99979134  =   0.99976077
 AA9537
 AA9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2470931497(NAD 83)
 AA9537
 AA9537                          SUPERSEDED SURVEY CONTROL
 AA9537
 AA9537  NAD 83(2007)-  42 43 33.08832(N)    085 28 36.30335(W) AD(2002.00) 0
 AA9537  ELLIP H (02/10/07)  194.960  (m)                       GP(2002.00)    
 AA9537  ELLIP H (07/12/02)  194.975  (m)                       GP(       ) 4 1
 AA9537  NAD 83(1994)-  42 43 33.08856(N)    085 28 36.30422(W) AD(       ) 1
 AA9537  ELLIP H (12/21/95)  194.995  (m)                       GP(       ) 4 1
 AA9537
 AA9537.Superseded values are not recommended for survey control.
 AA9537
 AA9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9537.See file dsdata.pdf to determine how the superseded data were derived.
 AA9537
 AA9537_MARKER: DD = SURVEY DISK
 AA9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9537_STAMPING: 08315 1994
 AA9537_MARK LOGO: MIDT
 AA9537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9537+STABILITY: SURFACE MOTION
 AA9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9537+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9537
 AA9537  HISTORY     - Date     Condition        Report By
 AA9537  HISTORY     - 1994     MONUMENTED       MI-015
 AA9537  HISTORY     - 20040417 GOOD             USPSQD
 AA9537  HISTORY     - 20230906 MARK NOT FOUND   WILWRK
 AA9537
 AA9537                          STATION DESCRIPTION
 AA9537
 AA9537'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9537'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9537'IT IS IN THE SOUTHWEST 1/4 OF SECTION 15, T-4-N, R-10-W, THORNAPPLE
 AA9537'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF CALEDONIA, 1.0 MI (1.6
 AA9537'KM) NORTHWEST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9537'TO REACH FROM THE POST OFFICE IN MIDDLEVILLE, TRAVEL NORTH-NORTHWEST
 AA9537'ON STATE HIGHWAY M-37 FOR 1.22 MI (1.96 KM) TO THE INTERSECTION OF
 AA9537'FINKBEINER ROAD AND THE STATION ON THE LEFT IN THE CLEAR VISION AREA
 AA9537'IN THE NORTHWEST QUADRANT OF THIS INTERSECTION. STATION IS AN ALUMINUM
 AA9537'DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE
 AA9537'BASE FLUSH WITH THE GRADE.  IT IS 43.0 FT (13.1 M) WEST-SOUTHWEST FROM
 AA9537'THE CENTELINE OF HIGHWAY M-43, 55.2 FT (16.8 M) SOUTHEAST FROM A
 AA9537'MICHIGAN BELL TELEPHONE UNDERGROUND CABLE SIGN, 77.0 FT (23.5 M)
 AA9537'SOUTH-SOUTHEAST FROM THE ANGLE IRON CLEAR VISION FENCE POST, 120.5 FT
 AA9537'(36.7 M) NORTH FROM THE CENTERLINE OF FINKBEINER ROAD, AND A CARSONITE
 AA9537'WITNESS POST MARKS THE STATION. DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9537'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9537
 AA9537                          STATION RECOVERY (2004)
 AA9537
 AA9537'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9537'MARK IS EAST OF CLEAR VISION SIGN AND NO WITNESS POST.
 AA9537
 AA9537                          STATION RECOVERY (2023)
 AA9537
 AA9537'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AA9537'MARK NOT FOUND.  ROAD INTERSECTION (M-37 AND FINKBEINER RD) WAS
 AA9537'REBUILT SOME TIME AROUND 2011.  ONLY REMAINING WITNESSES ARE ROAD
 AA9537'CENTERLINES.  THOROUGH SEARCH FOR MARK INCLUDED USE OF METAL DETECTOR
 AA9537'(MARK HAD EMBEDDED MAGNETIC MATERIAL), LOCATING MARK POSITION BY
 AA9537'COORDINATES AND DIGGING TO A DEPTH OF TWO FEET.  NOTHING WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9538 ***********************************************************************
 AA9538  DESIGNATION -  08316
 AA9538  PID         -  AA9538
 AA9538  STATE/COUNTY-  MI/BARRY
 AA9538  COUNTRY     -  US
 AA9538  USGS QUAD   -  MIDDLEVILLE (2017)
 AA9538
 AA9538                         *CURRENT SURVEY CONTROL
 AA9538  ______________________________________________________________________
 AA9538* NAD 83(2011) POSITION- 42 40 29.61875(N) 085 24 27.18981(W)   ADJUSTED
 AA9538* NAD 83(2011) ELLIP HT-   208.812 (meters)        (06/27/12)   ADJUSTED
 AA9538* NAD 83(2011) EPOCH   -  2010.00
 AA9538* NAVD 88 ORTHO HEIGHT -   242.5   (meters)      796.    (feet) GPS OBS
 AA9538  ______________________________________________________________________
 AA9538  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9538  GEOID HEIGHT    -         -33.39 (meters)                     GEOID93
 AA9538  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 AA9538  NAD 83(2011) X  -    376,050.176 (meters)                     COMP
 AA9538  NAD 83(2011) Y  - -4,681,583.820 (meters)                     COMP
 AA9538  NAD 83(2011) Z  -  4,301,160.083 (meters)                     COMP
 AA9538  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 AA9538
 AA9538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9538  Standards:
 AA9538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9538  -------------------------------------------------------------------
 AA9538  NETWORK    1.38   2.45           0.63   0.48   1.25      0.08070672
 AA9538  -------------------------------------------------------------------
 AA9538  Click here for local accuracies and other accuracy information.
 AA9538
 AA9538.The horizontal coordinates were established by GPS observations
 AA9538.and adjusted by the National Geodetic Survey in June 2012.
 AA9538
 AA9538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9538.been affixed to the stable North American tectonic plate. See 
 AA9538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9538
 AA9538.The horizontal coordinates are valid at the epoch date displayed above
 AA9538.which is a decimal equivalence of Year/Month/Day.
 AA9538
 AA9538.The orthometric height was determined by GPS observations and a
 AA9538.high-resolution geoid model.
 AA9538
 AA9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9538.GEOID18 height accuracy estimate available here.
 AA9538
 AA9538.Click photographs - Photos may exist for this station.
 AA9538
 AA9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9538
 AA9538.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9538
 AA9538.The ellipsoidal height was determined by GPS observations
 AA9538.and is referenced to NAD 83.
 AA9538
 AA9538. The following values were computed from the NAD 83(2011) position.
 AA9538
 AA9538;                    North         East     Units Scale Factor Converg.
 AA9538;SPC MI S     -   131,031.349 3,914,688.587   MT  0.99991357   -0 42 30.1
 AA9538;SPC MI S     -   429,892.88 12,843,466.49   iFT  0.99991357   -0 42 30.1
 AA9538;UTM  16      - 4,725,942.631   630,481.365   MT  0.99980946   +1 04 46.5
 AA9538
 AA9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9538!SPC MI S     -   0.99996725  x   0.99991357  =   0.99988083
 AA9538!UTM  16      -   0.99996725  x   0.99980946  =   0.99977672
 AA9538
 AA9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3048125942(NAD 83)
 AA9538
 AA9538                          SUPERSEDED SURVEY CONTROL
 AA9538
 AA9538  NAD 83(2007)-  42 40 29.61894(N)    085 24 27.19071(W) AD(2002.00) 0
 AA9538  ELLIP H (02/10/07)  208.821  (m)                       GP(2002.00)    
 AA9538  ELLIP H (07/12/02)  208.834  (m)                       GP(       ) 4 1
 AA9538  NAD 83(1994)-  42 40 29.61909(N)    085 24 27.19154(W) AD(       ) 1
 AA9538  ELLIP H (12/21/95)  208.854  (m)                       GP(       ) 4 1
 AA9538
 AA9538.Superseded values are not recommended for survey control.
 AA9538
 AA9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9538.See file dsdata.pdf to determine how the superseded data were derived.
 AA9538
 AA9538_MARKER: DD = SURVEY DISK
 AA9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9538_STAMPING: 08316 1994
 AA9538_MARK LOGO: MIDT
 AA9538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9538+STABILITY: SURFACE MOTION
 AA9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9538+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9538
 AA9538  HISTORY     - Date     Condition        Report By
 AA9538  HISTORY     - 1994     MONUMENTED       MI-015
 AA9538  HISTORY     - 20041030 MARK NOT FOUND   USPSQD
 AA9538
 AA9538                          STATION DESCRIPTION
 AA9538
 AA9538'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9538'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9538'IT IS IN THE SOUTHEAST 1/4 OF SECTION 6, T-3-N, R-9-W, RUTLAND
 AA9538'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTHWEST OF HASTINGS, 3.0 MI (4.8
 AA9538'KM) SOUTHEAST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9538'TO REACH FROM THE POST OFFICE IN HASTING, TRAVEL SOUTH 2 BLOCKS, THEN
 AA9538'WEST 1 BLOCK TO THE JUNCTION OF STATE HIGHWAYS M-37 (BROADWAY STREET)
 AA9538'AND M-43 (STATE STREET) .  CONTINUE WEST ALONG HIGHWAYS M-37 AND M-43
 AA9538'FOR 2.28 MI (3.67 KM) TO WHERE HIGHWAY M-37 BEARS RIGHT.  BEAR RIGHT
 AA9538'AND GO WEST-NORTHWEST ON HIGHWAY M-37 FOR 4.35 MI (7.00 KM) TO THE
 AA9538'INTERSECTION OF WHITMORE ROAD AND THE STATION ON THE LEFT IN THE
 AA9538'SOUTHWEST QUADRANT OF THIS INTERSECTION. STATION IS AN ALUMINUM DISK
 AA9538'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9538'FLUSH WITH THE GRADE.  IT IS 36.0 FT (11.0 M) SOUTH FROM THE
 AA9538'CENTERLINE OF HIGHWAY M-37, 59.7 FT (18.2 M) WEST OF THE PAINTED
 AA9538'CENTERLINE OF WHITMORE ROAD, 70.9 FT (21.6 M) WEST-SOUTHWEST FROM A
 AA9538'MONUMENT BOX AND A CARSONITE WITNESS POST MARKS THE STATION.
 AA9538'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9538'ADVISOR
 AA9538
 AA9538                          STATION RECOVERY (2004)
 AA9538
 AA9538'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9539 ***********************************************************************
 AA9539  DESIGNATION -  08317
 AA9539  PID         -  AA9539
 AA9539  STATE/COUNTY-  MI/BARRY
 AA9539  COUNTRY     -  US
 AA9539  USGS QUAD   -  MIDDLEVILLE (2017)
 AA9539
 AA9539                         *CURRENT SURVEY CONTROL
 AA9539  ______________________________________________________________________
 AA9539* NAD 83(2011) POSITION- 42 40 29.55009(N) 085 23 31.82610(W)   ADJUSTED
 AA9539* NAD 83(2011) ELLIP HT-   208.316 (meters)        (06/27/12)   ADJUSTED
 AA9539* NAD 83(2011) EPOCH   -  2010.00
 AA9539* NAVD 88 ORTHO HEIGHT -   242.0   (meters)      794.    (feet) GPS OBS
 AA9539  ______________________________________________________________________
 AA9539  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9539  GEOID HEIGHT    -         -33.41 (meters)                     GEOID93
 AA9539  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 AA9539  NAD 83(2011) X  -    377,306.837 (meters)                     COMP
 AA9539  NAD 83(2011) Y  - -4,681,483.783 (meters)                     COMP
 AA9539  NAD 83(2011) Z  -  4,301,158.189 (meters)                     COMP
 AA9539  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 AA9539
 AA9539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9539  Standards:
 AA9539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9539  -------------------------------------------------------------------
 AA9539  NETWORK    1.31   2.39           0.60   0.45   1.22      0.02774747
 AA9539  -------------------------------------------------------------------
 AA9539  Click here for local accuracies and other accuracy information.
 AA9539
 AA9539.The horizontal coordinates were established by GPS observations
 AA9539.and adjusted by the National Geodetic Survey in June 2012.
 AA9539
 AA9539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9539.been affixed to the stable North American tectonic plate. See 
 AA9539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9539
 AA9539.The horizontal coordinates are valid at the epoch date displayed above
 AA9539.which is a decimal equivalence of Year/Month/Day.
 AA9539
 AA9539.The orthometric height was determined by GPS observations and a
 AA9539.high-resolution geoid model.
 AA9539
 AA9539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9539.GEOID18 height accuracy estimate available here.
 AA9539
 AA9539.Click photographs - Photos may exist for this station.
 AA9539
 AA9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9539
 AA9539.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9539
 AA9539.The ellipsoidal height was determined by GPS observations
 AA9539.and is referenced to NAD 83.
 AA9539
 AA9539. The following values were computed from the NAD 83(2011) position.
 AA9539
 AA9539;                    North         East     Units Scale Factor Converg.
 AA9539;SPC MI S     -   131,013.763 3,915,948.951   MT  0.99991357   -0 41 52.4
 AA9539;SPC MI S     -   429,835.18 12,847,601.55   iFT  0.99991357   -0 41 52.4
 AA9539;UTM  16      - 4,725,964.374   631,741.536   MT  0.99981353   +1 05 24.0
 AA9539
 AA9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9539!SPC MI S     -   0.99996733  x   0.99991357  =   0.99988090
 AA9539!UTM  16      -   0.99996733  x   0.99981353  =   0.99978087
 AA9539
 AA9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3174125964(NAD 83)
 AA9539
 AA9539                          SUPERSEDED SURVEY CONTROL
 AA9539
 AA9539  NAD 83(2007)-  42 40 29.55029(N)    085 23 31.82699(W) AD(2002.00) 0
 AA9539  ELLIP H (02/10/07)  208.324  (m)                       GP(2002.00)    
 AA9539  ELLIP H (07/12/02)  208.337  (m)                       GP(       ) 4 1
 AA9539  NAD 83(1994)-  42 40 29.55045(N)    085 23 31.82782(W) AD(       ) 1
 AA9539  ELLIP H (12/21/95)  208.357  (m)                       GP(       ) 4 1
 AA9539
 AA9539.Superseded values are not recommended for survey control.
 AA9539
 AA9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9539.See file dsdata.pdf to determine how the superseded data were derived.
 AA9539
 AA9539_MARKER: DD = SURVEY DISK
 AA9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9539_STAMPING: 08317 1994
 AA9539_MARK LOGO: MIDT
 AA9539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9539+STABILITY: SURFACE MOTION
 AA9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9539+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 AA9539
 AA9539  HISTORY     - Date     Condition        Report By
 AA9539  HISTORY     - 1994     MONUMENTED       MI-015
 AA9539  HISTORY     - 20041030 GOOD             USPSQD
 AA9539
 AA9539                          STATION DESCRIPTION
 AA9539
 AA9539'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9539'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9539'IT IS IN THE NORTHEAST 1/4 OF SECTION 5, T-3-N, R-9-W, RUTLAND
 AA9539'TOWNSHIP, NEAR THE WEST END OF A CURVE WITH TANGENTS WEST AND
 AA9539'SOUTHEAST.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF HASTINGS, 4.0 MI (6.4
 AA9539'KM) SOUTHEAST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9539'TO REACH FROM THE POST OFFICE IN HASTINGS (CORNER OF CHURCH AND MILL
 AA9539'STREETS) TRAVEL 2 BLOCKS SOUTH AND ONE BLOCK WEST TO THE JUNCTION OF
 AA9539'STATE HIGHWAYS M-37 AND M-43 (BROADWAY AND STATE STREETS) .  CONTINUE
 AA9539'WEST ALONG HIGHWAYS M-37 AND M-43 FOR 2.28 MI (3.67 KM) TO WHERE
 AA9539'HIGHWAY M-37 BEARS RIGHT.  BEAR RIGHT AND TRAVEL WEST-NORTHWEST ON
 AA9539'HIGHWAY M-37 (WHICH BECOMES MIDDLEVILLE ROAD) FOR 3.57 MILESTO THE
 AA9539'STATION ON THE RIGHT, ON THE WEST SIDE OF THE EASTERN MOST OF TWO
 AA9539'ENTRANCES TO THE BARRY COUNTY FAIRGROUNDS. STATION IS AN ALUMINUM DISK
 AA9539'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9539'FLUSH WITH THE GROUND.  IT IS 9.2 FT (2.8 M) NORTHERLY OF BACK OF
 AA9539'RADIUS CURB, 16.3 FT (5.0 M) NORTH OF METAL LINE (CHAIN LINK) FENCE
 AA9539'POST, 25.2 FT (7.7 M) NORTHWEST FROM METAL END (CHAIN LINK) FENCE
 AA9539'POST, 37.0 FT (11.3 M) NORTHERLY OF PAINTED CENTELINE OF HIGHWAY M-37,
 AA9539'42.0 FT (12.8 M) WEST FROM THE CENTER OF A GRAVEL ENTRANCE DRIVE TO
 AA9539'FAIRGROUNDS AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AA9539'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9539'ADVISOR.
 AA9539
 AA9539                          STATION RECOVERY (2004)
 AA9539
 AA9539'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9539'MARK IS SOUTH OF A CHAIN LINK FENCE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9540 ***********************************************************************
 AA9540  DESIGNATION -  08318
 AA9540  PID         -  AA9540
 AA9540  STATE/COUNTY-  MI/BARRY
 AA9540  COUNTRY     -  US
 AA9540  USGS QUAD   -  MIDDLEVILLE (2017)
 AA9540
 AA9540                         *CURRENT SURVEY CONTROL
 AA9540  ______________________________________________________________________
 AA9540* NAD 83(2011) POSITION- 42 44 24.14579(N) 085 29 13.14136(W)   ADJUSTED
 AA9540* NAD 83(2011) ELLIP HT-   200.699 (meters)        (06/27/12)   ADJUSTED
 AA9540* NAD 83(2011) EPOCH   -  2010.00
 AA9540* NAVD 88 ORTHO HEIGHT -   234.3   (meters)      769.    (feet) GPS OBS
 AA9540  ______________________________________________________________________
 AA9540  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9540  GEOID HEIGHT    -         -33.35 (meters)                     GEOID93
 AA9540  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 AA9540  NAD 83(2011) X  -    369,172.878 (meters)                     COMP
 AA9540  NAD 83(2011) Y  - -4,677,201.289 (meters)                     COMP
 AA9540  NAD 83(2011) Z  -  4,306,472.630 (meters)                     COMP
 AA9540  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AA9540
 AA9540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9540  Standards:
 AA9540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9540  -------------------------------------------------------------------
 AA9540  NETWORK    1.33   2.47           0.61   0.45   1.26      0.00907728
 AA9540  -------------------------------------------------------------------
 AA9540  Click here for local accuracies and other accuracy information.
 AA9540
 AA9540.The horizontal coordinates were established by GPS observations
 AA9540.and adjusted by the National Geodetic Survey in June 2012.
 AA9540
 AA9540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9540.been affixed to the stable North American tectonic plate. See 
 AA9540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9540
 AA9540.The horizontal coordinates are valid at the epoch date displayed above
 AA9540.which is a decimal equivalence of Year/Month/Day.
 AA9540
 AA9540.The orthometric height was determined by GPS observations and a
 AA9540.high-resolution geoid model.
 AA9540
 AA9540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9540.GEOID18 height accuracy estimate available here.
 AA9540
 AA9540.Click photographs - Photos may exist for this station.
 AA9540
 AA9540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9540
 AA9540.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9540
 AA9540.The ellipsoidal height was determined by GPS observations
 AA9540.and is referenced to NAD 83.
 AA9540
 AA9540. The following values were computed from the NAD 83(2011) position.
 AA9540
 AA9540;                    North         East     Units Scale Factor Converg.
 AA9540;SPC MI S     -   138,350.547 3,908,275.051   MT  0.99991007   -0 45 44.7
 AA9540;SPC MI S     -   453,905.99 12,822,424.71   iFT  0.99991007   -0 45 44.7
 AA9540;UTM  16      - 4,733,057.275   623,843.248   MT  0.99978869   +1 01 37.1
 AA9540
 AA9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9540!SPC MI S     -   0.99996853  x   0.99991007  =   0.99987860
 AA9540!UTM  16      -   0.99996853  x   0.99978869  =   0.99975722
 AA9540
 AA9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2384333057(NAD 83)
 AA9540
 AA9540                          SUPERSEDED SURVEY CONTROL
 AA9540
 AA9540  NAD 83(2007)-  42 44 24.14597(N)    085 29 13.14228(W) AD(2002.00) 0
 AA9540  ELLIP H (02/10/07)  200.705  (m)                       GP(2002.00)    
 AA9540  ELLIP H (07/12/02)  200.721  (m)                       GP(       ) 4 1
 AA9540  NAD 83(1994)-  42 44 24.14622(N)    085 29 13.14315(W) AD(       ) 1
 AA9540  ELLIP H (12/21/95)  200.741  (m)                       GP(       ) 4 1
 AA9540
 AA9540.Superseded values are not recommended for survey control.
 AA9540
 AA9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9540.See file dsdata.pdf to determine how the superseded data were derived.
 AA9540
 AA9540_MARKER: DD = SURVEY DISK
 AA9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9540_STAMPING: 08318 1994
 AA9540_MARK LOGO: MIDT
 AA9540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9540+STABILITY: SURFACE MOTION
 AA9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9540+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9540
 AA9540  HISTORY     - Date     Condition        Report By
 AA9540  HISTORY     - 1994     MONUMENTED       MI-015
 AA9540  HISTORY     - 20040417 GOOD             USPSQD
 AA9540
 AA9540                          STATION DESCRIPTION
 AA9540
 AA9540'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9540'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9540'IT IS IN THE SOUTHEAST 1/4 OF SECTION 9, T-4-N, R-10-W, THORNAPPLE
 AA9540'TOWNSHIP.  ABOUT 3.5 MI (5.6 KM) SOUTH OF CALEDONIA, 2 MI (3.2 KM)
 AA9540'NORTHWEST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.  TO
 AA9540'REACH FROM THE POST OFFICE IN MIDDLEVILLE, TRAVEL NORTH-NORTHWEST
 AA9540'ALONG HIGHWAY M-37 FOR 2.34 MI (3.77 KM) TO THE INTERSECTION OF GARBOW
 AA9540'ROAD AND THE STATION ON THE RIGHT IN THE CLEAR VISION AREA AND IN THE
 AA9540'NORTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN ALUMINUM DISK
 AA9540'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9540'FLUSH WITH THE GRADE.  IT IS 31.7 FT (9.7 M) NORTH-NORTHWEST FROM A
 AA9540'STOP SIGN, 43.0 FT (13.1 M) EAST-NORTHEAST FROM THE CENTERLINE OF
 AA9540'HIGHWAY M-37, 46.3 FT (14.1 M) NORTH FROM THE CENTERLINE OF GARBOW
 AA9540'ROAD, 46.4 FT (14.1 M) WEST-NORTHWEST FROM A FIBER OPTIC CABLE WARNING
 AA9540'POST AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.  DESCRIBED
 AA9540'BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9540
 AA9540                          STATION RECOVERY (2004)
 AA9540
 AA9540'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9541 ***********************************************************************
 AA9541  DESIGNATION -  08319
 AA9541  PID         -  AA9541
 AA9541  STATE/COUNTY-  MI/BARRY
 AA9541  COUNTRY     -  US
 AA9541  USGS QUAD   -  DELTON (2017)
 AA9541
 AA9541                         *CURRENT SURVEY CONTROL
 AA9541  ______________________________________________________________________
 AA9541* NAD 83(2011) POSITION- 42 29 19.86062(N) 085 24 43.08413(W)   ADJUSTED
 AA9541* NAD 83(2011) ELLIP HT-   256.279 (meters)        (06/27/12)   ADJUSTED
 AA9541* NAD 83(2011) EPOCH   -  2010.00
 AA9541* NAVD 88 ORTHO HEIGHT -   289.8   (meters)      951.    (feet) GPS OBS
 AA9541  ______________________________________________________________________
 AA9541  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9541  GEOID HEIGHT    -         -33.22 (meters)                     GEOID93
 AA9541  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 AA9541  NAD 83(2011) X  -    376,810.842 (meters)                     COMP
 AA9541  NAD 83(2011) Y  - -4,695,587.236 (meters)                     COMP
 AA9541  NAD 83(2011) Z  -  4,285,974.593 (meters)                     COMP
 AA9541  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 AA9541
 AA9541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9541  Standards:
 AA9541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9541  -------------------------------------------------------------------
 AA9541  NETWORK    1.19   2.33           0.54   0.42   1.19     -0.05641146
 AA9541  -------------------------------------------------------------------
 AA9541  Click here for local accuracies and other accuracy information.
 AA9541
 AA9541.The horizontal coordinates were established by GPS observations
 AA9541.and adjusted by the National Geodetic Survey in June 2012.
 AA9541
 AA9541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9541.been affixed to the stable North American tectonic plate. See 
 AA9541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9541
 AA9541.The horizontal coordinates are valid at the epoch date displayed above
 AA9541.which is a decimal equivalence of Year/Month/Day.
 AA9541
 AA9541.The orthometric height was determined by GPS observations and a
 AA9541.high-resolution geoid model.
 AA9541
 AA9541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9541.GEOID18 height accuracy estimate available here.
 AA9541
 AA9541.Click photographs - Photos may exist for this station.
 AA9541
 AA9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9541
 AA9541.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9541
 AA9541.The ellipsoidal height was determined by GPS observations
 AA9541.and is referenced to NAD 83.
 AA9541
 AA9541. The following values were computed from the NAD 83(2011) position.
 AA9541
 AA9541;                    North         East     Units Scale Factor Converg.
 AA9541;SPC MI S     -   110,372.439 3,914,070.183   MT  0.99993064   -0 42 40.9
 AA9541;SPC MI S     -   362,114.30 12,841,437.61   iFT  0.99993064   -0 42 40.9
 AA9541;UTM  16      - 4,705,276.793   630,507.137   MT  0.99980956   +1 04 22.0
 AA9541
 AA9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9541!SPC MI S     -   0.99995981  x   0.99993064  =   0.99989045
 AA9541!UTM  16      -   0.99995981  x   0.99980956  =   0.99976938
 AA9541
 AA9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3050705276(NAD 83)
 AA9541
 AA9541                          SUPERSEDED SURVEY CONTROL
 AA9541
 AA9541  NAD 83(2007)-  42 29 19.86080(N)    085 24 43.08504(W) AD(2002.00) 0
 AA9541  ELLIP H (02/10/07)  256.286  (m)                       GP(2002.00)    
 AA9541  ELLIP H (07/12/02)  256.297  (m)                       GP(       ) 4 1
 AA9541  NAD 83(1994)-  42 29 19.86093(N)    085 24 43.08579(W) AD(       ) 1
 AA9541  ELLIP H (12/21/95)  256.318  (m)                       GP(       ) 4 1
 AA9541
 AA9541.Superseded values are not recommended for survey control.
 AA9541
 AA9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9541.See file dsdata.pdf to determine how the superseded data were derived.
 AA9541
 AA9541_MARKER: DD = SURVEY DISK
 AA9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9541_STAMPING: 08319 1994
 AA9541_MARK LOGO: MIDT
 AA9541_PROJECTION: RECESSED 5 CENTIMETERS
 AA9541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9541+STABILITY: SURFACE MOTION
 AA9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9541+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 AA9541
 AA9541  HISTORY     - Date     Condition        Report By
 AA9541  HISTORY     - 1994     MONUMENTED       MI-015
 AA9541  HISTORY     - 20051015 GOOD             USPSQD
 AA9541  HISTORY     - 20070421 GOOD             GEOCAC
 AA9541  HISTORY     - 20220713 GOOD             HEI
 AA9541  HISTORY     - 20250714 GOOD             MIDT
 AA9541
 AA9541                          STATION DESCRIPTION
 AA9541
 AA9541'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9541'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9541'IN THE NORTHEAST 1/4 OF SECTION 7, T-1-N, R-9-W, BARRY TOWNSHIP.  AT
 AA9541'THE SOUTHERN EDGE OF THE UNINCORPORATED VILLAGE OF DELTON ALONG THE
 AA9541'WEST SIDE OF STATE HIGHWAY M-43.  TO REACH FROM THE POST OFFICE IN
 AA9541'DELTON TRAVEL SOUTH ALONG HIGHWAY M-43 FOR 1.22 MI (1.96 KM) TO
 AA9541'SPRAGUE ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF THIS
 AA9541'INTERSECTION.  STATION IS AN ALUMINUM DISK, SET INTO THE TOP OF A
 AA9541'12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.
 AA9541'IT IS 9.8 FT (3.0 M) SOUTHWEST FROM A SPEED LIMIT SIGN POST, 26.5
 AA9541'FEETNORTHWEST FROM THE PAINTED CENTERLINE OF HIGHWAY M-43, 42.0 FT
 AA9541'(12.8 M) SOUTH FROM A UTILITY GUY POLE, 69.8 FT (21.3 M) SOUTH FROM
 AA9541'THE CENTER OF SPRAGUE ROAD AND 3.0 FT (0.9 M) EAST FROM A CARSONITE
 AA9541'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY
 AA9541'MI-NGS GEODETIC ADVISOR.
 AA9541
 AA9541                          STATION RECOVERY (2005)
 AA9541
 AA9541'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9541'6.7 FT SSW OF SPEED LIMIT SIGN, 3 INCHES UNDERGROUND NO WITNESS POST.
 AA9541
 AA9541                          STATION RECOVERY (2007)
 AA9541
 AA9541'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 AA9541'RECOVERED IN GOOD CONDITION.
 AA9541
 AA9541                          STATION RECOVERY (2022)
 AA9541
 AA9541'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 AA9541'RECOVERED IN GOOD CONDITION.
 AA9541
 AA9541                          STATION RECOVERY (2025)
 AA9541
 AA9541'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA9541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9542 ***********************************************************************
 AA9542  DESIGNATION -  08320
 AA9542  PID         -  AA9542
 AA9542  STATE/COUNTY-  MI/BARRY
 AA9542  COUNTRY     -  US
 AA9542  USGS QUAD   -  DELTON (2017)
 AA9542
 AA9542                         *CURRENT SURVEY CONTROL
 AA9542  ______________________________________________________________________
 AA9542* NAD 83(2011) POSITION- 42 28 35.58640(N) 085 25 29.77971(W)   ADJUSTED
 AA9542* NAD 83(2011) ELLIP HT-   257.470 (meters)        (06/27/12)   ADJUSTED
 AA9542* NAD 83(2011) EPOCH   -  2010.00
 AA9542* NAVD 88 ORTHO HEIGHT -   290.9   (meters)      954.    (feet) GPS OBS
 AA9542  ______________________________________________________________________
 AA9542  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA9542  GEOID HEIGHT    -         -33.19 (meters)                     GEOID93
 AA9542  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 AA9542  NAD 83(2011) X  -    375,821.483 (meters)                     COMP
 AA9542  NAD 83(2011) Y  - -4,696,593.039 (meters)                     COMP
 AA9542  NAD 83(2011) Z  -  4,284,967.855 (meters)                     COMP
 AA9542  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AA9542
 AA9542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9542  Standards:
 AA9542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9542  -------------------------------------------------------------------
 AA9542  NETWORK    1.30   2.43           0.59   0.45   1.24     -0.00180174
 AA9542  -------------------------------------------------------------------
 AA9542  Click here for local accuracies and other accuracy information.
 AA9542
 AA9542.The horizontal coordinates were established by GPS observations
 AA9542.and adjusted by the National Geodetic Survey in June 2012.
 AA9542
 AA9542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9542.been affixed to the stable North American tectonic plate. See 
 AA9542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9542
 AA9542.The horizontal coordinates are valid at the epoch date displayed above
 AA9542.which is a decimal equivalence of Year/Month/Day.
 AA9542
 AA9542.The orthometric height was determined by GPS observations and a
 AA9542.high-resolution geoid model.
 AA9542
 AA9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9542.GEOID18 height accuracy estimate available here.
 AA9542
 AA9542.Click photographs - Photos may exist for this station.
 AA9542
 AA9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9542
 AA9542.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9542
 AA9542.The ellipsoidal height was determined by GPS observations
 AA9542.and is referenced to NAD 83.
 AA9542
 AA9542. The following values were computed from the NAD 83(2011) position.
 AA9542
 AA9542;                    North         East     Units Scale Factor Converg.
 AA9542;SPC MI S     -   109,019.823 3,912,986.777   MT  0.99993214   -0 43 12.7
 AA9542;SPC MI S     -   357,676.58 12,837,883.13   iFT  0.99993214   -0 43 12.7
 AA9542;UTM  16      - 4,703,891.274   629,466.496   MT  0.99980623   +1 03 49.6
 AA9542
 AA9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9542!SPC MI S     -   0.99995962  x   0.99993214  =   0.99989176
 AA9542!UTM  16      -   0.99995962  x   0.99980623  =   0.99976586
 AA9542
 AA9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2946603891(NAD 83)
 AA9542
 AA9542                          SUPERSEDED SURVEY CONTROL
 AA9542
 AA9542  NAD 83(2007)-  42 28 35.58658(N)    085 25 29.78062(W) AD(2002.00) 0
 AA9542  ELLIP H (02/10/07)  257.477  (m)                       GP(2002.00)    
 AA9542  ELLIP H (07/12/02)  257.488  (m)                       GP(       ) 4 1
 AA9542  NAD 83(1994)-  42 28 35.58671(N)    085 25 29.78137(W) AD(       ) 1
 AA9542  ELLIP H (12/21/95)  257.509  (m)                       GP(       ) 4 1
 AA9542
 AA9542.Superseded values are not recommended for survey control.
 AA9542
 AA9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9542.See file dsdata.pdf to determine how the superseded data were derived.
 AA9542
 AA9542_MARKER: DD = SURVEY DISK
 AA9542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9542_STAMPING: 08320 1994
 AA9542_MARK LOGO: MIDT
 AA9542_PROJECTION: RECESSED 5 CENTIMETERS
 AA9542_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9542+STABILITY: SURFACE MOTION
 AA9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9542+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 AA9542
 AA9542  HISTORY     - Date     Condition        Report By
 AA9542  HISTORY     - 1994     MONUMENTED       MI-015
 AA9542  HISTORY     - 20051015 GOOD             USPSQD
 AA9542  HISTORY     - 20220713 GOOD             HEI
 AA9542
 AA9542                          STATION DESCRIPTION
 AA9542
 AA9542'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9542'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9542'IN THE NORTHWEST 1/4 OF SECTION 18, T-1-N, 4-9-W, BARRY TOWNSHIP.
 AA9542'ABOUT 6.5 MI (10.5 KM) NORTH OF RICHLAND, 2.0 MI (3.2 KM) SOUTH OF
 AA9542'DELTON AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY  TO REACH FROM THE POST
 AA9542'OFFICE IN DELTON, TRAVEL SOUTH AND SOUTHWEST ALONG STATE HIGHWAY M-43
 AA9542'FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT AT A CURVE WITH
 AA9542'TANGENTS SOUTH AND NORTHEAST AND NORTHEASTERLY OF SPRAGUE ROAD TO
 AA9542'NORTH.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9542'DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS
 AA9542'25.7 FT (7.8 M) NORTHWEST FROM THE CENTER OF HIGHWAY M-43, 63.8 FT
 AA9542'(19.4 M) SOUTHEAST FROM A 12-INCH PINE TREE, 91.2 FT (27.8 M)
 AA9542'SOUTHWEST FROM A UTILITY GUY POLE, 92.0 FT (28.0 M) NORTHWEST FROM A
 AA9542'28-INCH OAK TREE, 101.5 FT (30.9 M) EAST FROM THE CENTER OF A GRAVEL
 AA9542'ROAD (SPRAGUE ROAD) AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS
 AA9542'POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY MI-NGS
 AA9542'GEODETIC ADVISOR.
 AA9542
 AA9542                          STATION RECOVERY (2005)
 AA9542
 AA9542'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9542'RECOVERED IN GOOD CONDITION.
 AA9542
 AA9542                          STATION RECOVERY (2022)
 AA9542
 AA9542'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 AA9542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9543 ***********************************************************************
 AA9543  DESIGNATION -  08321
 AA9543  PID         -  AA9543
 AA9543  STATE/COUNTY-  MI/BARRY
 AA9543  COUNTRY     -  US
 AA9543  USGS QUAD   -  DOWLING (2017)
 AA9543
 AA9543                         *CURRENT SURVEY CONTROL
 AA9543  ______________________________________________________________________
 AA9543* NAD 83(2011) POSITION- 42 34 41.58956(N) 085 21 23.87641(W)   ADJUSTED
 AA9543* NAD 83(2011) ELLIP HT-   250.814 (meters)        (06/27/12)   ADJUSTED
 AA9543* NAD 83(2011) EPOCH   -  2010.00
 AA9543* NAVD 88 ORTHO HEIGHT -   284.422 (meters)      933.14  (feet) ADJUSTED
 AA9543  ______________________________________________________________________
 AA9543  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 AA9543  NAD 83(2011) X  -    380,801.960 (meters)                     COMP
 AA9543  NAD 83(2011) Y  - -4,688,527.703 (meters)                     COMP
 AA9543  NAD 83(2011) Z  -  4,293,286.547 (meters)                     COMP
 AA9543  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 AA9543  DYNAMIC HEIGHT  -        284.335 (meters)      932.86  (feet) COMP
 AA9543  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 AA9543
 AA9543  VERT ORDER      -  SECOND    CLASS I
 AA9543
 AA9543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9543  Standards:
 AA9543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9543  -------------------------------------------------------------------
 AA9543  NETWORK    1.08   2.23           0.50   0.36   1.14     -0.06291068
 AA9543  -------------------------------------------------------------------
 AA9543  Click here for local accuracies and other accuracy information.
 AA9543
 AA9543.The horizontal coordinates were established by GPS observations
 AA9543.and adjusted by the National Geodetic Survey in June 2012.
 AA9543
 AA9543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9543.been affixed to the stable North American tectonic plate. See 
 AA9543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9543
 AA9543.The horizontal coordinates are valid at the epoch date displayed above
 AA9543.which is a decimal equivalence of Year/Month/Day.
 AA9543
 AA9543.The orthometric height was determined by differential leveling and
 AA9543.adjusted by the NATIONAL GEODETIC SURVEY
 AA9543.in August 2013.
 AA9543
 AA9543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9543.GEOID18 height accuracy estimate available here.
 AA9543
 AA9543.Click photographs - Photos may exist for this station.
 AA9543
 AA9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9543
 AA9543.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9543
 AA9543.The ellipsoidal height was determined by GPS observations
 AA9543.and is referenced to NAD 83.
 AA9543
 AA9543.The dynamic height is computed by dividing the NAVD 88
 AA9543.geopotential number by the normal gravity value computed on the
 AA9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9543.degrees latitude (g = 980.6199 gals.).
 AA9543
 AA9543.The modeled gravity was interpolated from observed gravity values.
 AA9543
 AA9543. The following values were computed from the NAD 83(2011) position.
 AA9543
 AA9543;                    North         East     Units Scale Factor Converg.
 AA9543;SPC MI S     -   120,243.485 3,918,735.583   MT  0.99992114   -0 40 25.3
 AA9543;SPC MI S     -   394,499.62 12,856,744.04   iFT  0.99992114   -0 40 25.3
 AA9543;UTM  16      - 4,715,287.275   634,862.334   MT  0.99982377   +1 06 43.4
 AA9543
 AA9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9543!SPC MI S     -   0.99996067  x   0.99992114  =   0.99988181
 AA9543!UTM  16      -   0.99996067  x   0.99982377  =   0.99978444
 AA9543
 AA9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3486215287(NAD 83)
 AA9543
 AA9543                          SUPERSEDED SURVEY CONTROL
 AA9543
 AA9543  NAD 83(2007)-  42 34 41.58974(N)    085 21 23.87730(W) AD(2002.00) 0
 AA9543  ELLIP H (02/10/07)  250.822  (m)                       GP(2002.00)    
 AA9543  ELLIP H (07/12/02)  250.835  (m)                       GP(       ) 4 1
 AA9543  NAD 83(1994)-  42 34 41.58993(N)    085 21 23.87816(W) AD(       ) 1
 AA9543  ELLIP H (12/21/95)  250.854  (m)                       GP(       ) 4 1
 AA9543  NAVD 88 (12/21/95)  284.4    (m)  GEOID93  model used  GPS OBS        
 AA9543
 AA9543.Superseded values are not recommended for survey control.
 AA9543
 AA9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9543.See file dsdata.pdf to determine how the superseded data were derived.
 AA9543
 AA9543_MARKER: DD = SURVEY DISK
 AA9543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9543_STAMPING: 08321 1994
 AA9543_MARK LOGO: MIDT
 AA9543_PROJECTION: FLUSH
 AA9543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9543+STABILITY: SURFACE MOTION
 AA9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9543+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 AA9543
 AA9543  HISTORY     - Date     Condition        Report By
 AA9543  HISTORY     - 1994     MONUMENTED       MI-015
 AA9543  HISTORY     - 20050409 GOOD             USPSQD
 AA9543  HISTORY     - 20050701 GOOD             NGS
 AA9543  HISTORY     - 20250714 GOOD             MIDT
 AA9543
 AA9543                          STATION DESCRIPTION
 AA9543
 AA9543'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9543'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9543'IS IN THE NORTHEAST 1/4 SECTION 10, T-2-N, R-9-W, HOPE TOWNSHIP. ABOUT
 AA9543'5.0 MI (8.0 KM) SOUTH OF HASTINGS, 3.0 MI (4.8 KM) NORTHEAST OF
 AA9543'CLOVERDALE, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9543'POST OFFICE IN CLOVERDALE, GO NORTHEAST AND NORTH ALONG HIGHWAY M-43
 AA9543'(WALL LAKE ROAD) FOR 3.52 MI (5.66 KM) TO THE STATION ON THE RIGHT.
 AA9543'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9543'48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 910.0 FT
 AA9543'(277.4 M) SOUTH FROM SCHULTZ ROAD (ACROSS THE ROAD FROM HOUSE NO.
 AA9543'5150) , 86.0 FT (26.2 M) SOUTH-SOUTHEAST FROM A 30-INCH BLACK WALNUT,
 AA9543'63.0 FT (19.2 M) NORTH FROM A UTILITY POLE, 47.0 FT (14.3 M) EAST FROM
 AA9543'THE CENTER OF HIGHWAY M-43, AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 AA9543'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9543'MI-NGS GEODETIC ADVISOR.
 AA9543
 AA9543                          STATION RECOVERY (2005)
 AA9543
 AA9543'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9543'RECOVERED IN GOOD CONDITION.
 AA9543
 AA9543                          STATION RECOVERY (2005)
 AA9543
 AA9543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 AA9543'RECOVERED AS DESCRIBED.
 AA9543
 AA9543                          STATION RECOVERY (2025)
 AA9543
 AA9543'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA9543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9544 ***********************************************************************
 AA9544  DESIGNATION -  08322
 AA9544  PID         -  AA9544
 AA9544  STATE/COUNTY-  MI/BARRY
 AA9544  COUNTRY     -  US
 AA9544  USGS QUAD   -  DOWLING (2017)
 AA9544
 AA9544                         *CURRENT SURVEY CONTROL
 AA9544  ______________________________________________________________________
 AA9544* NAD 83(2011) POSITION- 42 35 13.13075(N) 085 21 46.19826(W)   ADJUSTED
 AA9544* NAD 83(2011) ELLIP HT-   253.603 (meters)        (06/27/12)   ADJUSTED
 AA9544* NAD 83(2011) EPOCH   -  2010.00
 AA9544* NAVD 88 ORTHO HEIGHT -   287.217 (meters)      942.31  (feet) ADJUSTED
 AA9544  ______________________________________________________________________
 AA9544  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 AA9544  NAD 83(2011) X  -    380,241.490 (meters)                     COMP
 AA9544  NAD 83(2011) Y  - -4,687,914.502 (meters)                     COMP
 AA9544  NAD 83(2011) Z  -  4,294,005.078 (meters)                     COMP
 AA9544  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 AA9544  DYNAMIC HEIGHT  -        287.129 (meters)      942.02  (feet) COMP
 AA9544  MODELED GRAVITY -    980,308.7   (mgal)                       NAVD 88
 AA9544
 AA9544  VERT ORDER      -  SECOND    CLASS I
 AA9544
 AA9544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9544  Standards:
 AA9544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9544  -------------------------------------------------------------------
 AA9544  NETWORK    1.16   2.29           0.53   0.40   1.17     -0.09802576
 AA9544  -------------------------------------------------------------------
 AA9544  Click here for local accuracies and other accuracy information.
 AA9544
 AA9544.The horizontal coordinates were established by GPS observations
 AA9544.and adjusted by the National Geodetic Survey in June 2012.
 AA9544
 AA9544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9544.been affixed to the stable North American tectonic plate. See 
 AA9544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9544
 AA9544.The horizontal coordinates are valid at the epoch date displayed above
 AA9544.which is a decimal equivalence of Year/Month/Day.
 AA9544
 AA9544.The orthometric height was determined by differential leveling and
 AA9544.adjusted by the NATIONAL GEODETIC SURVEY
 AA9544.in August 2013.
 AA9544
 AA9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9544.GEOID18 height accuracy estimate available here.
 AA9544
 AA9544.Click photographs - Photos may exist for this station.
 AA9544
 AA9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9544
 AA9544.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9544
 AA9544.The ellipsoidal height was determined by GPS observations
 AA9544.and is referenced to NAD 83.
 AA9544
 AA9544.The dynamic height is computed by dividing the NAVD 88
 AA9544.geopotential number by the normal gravity value computed on the
 AA9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9544.degrees latitude (g = 980.6199 gals.).
 AA9544
 AA9544.The modeled gravity was interpolated from observed gravity values.
 AA9544
 AA9544. The following values were computed from the NAD 83(2011) position.
 AA9544
 AA9544;                    North         East     Units Scale Factor Converg.
 AA9544;SPC MI S     -   121,222.604 3,918,238.132   MT  0.99992034   -0 40 40.5
 AA9544;SPC MI S     -   397,711.96 12,855,111.98   iFT  0.99992034   -0 40 40.5
 AA9544;UTM  16      - 4,716,250.322   634,334.664   MT  0.99982202   +1 06 29.0
 AA9544
 AA9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9544!SPC MI S     -   0.99996023  x   0.99992034  =   0.99988057
 AA9544!UTM  16      -   0.99996023  x   0.99982202  =   0.99978226
 AA9544
 AA9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3433416250(NAD 83)
 AA9544
 AA9544                          SUPERSEDED SURVEY CONTROL
 AA9544
 AA9544  NAD 83(2007)-  42 35 13.13094(N)    085 21 46.19915(W) AD(2002.00) 0
 AA9544  ELLIP H (02/10/07)  253.611  (m)                       GP(2002.00)    
 AA9544  ELLIP H (07/12/02)  253.624  (m)                       GP(       ) 4 1
 AA9544  NAD 83(1994)-  42 35 13.13111(N)    085 21 46.19999(W) AD(       ) 1
 AA9544  ELLIP H (12/21/95)  253.644  (m)                       GP(       ) 4 1
 AA9544  NAVD 88 (12/21/95)  287.2    (m)  GEOID93  model used  GPS OBS        
 AA9544
 AA9544.Superseded values are not recommended for survey control.
 AA9544
 AA9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9544.See file dsdata.pdf to determine how the superseded data were derived.
 AA9544
 AA9544_MARKER: DD = SURVEY DISK
 AA9544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9544_STAMPING: 08322 1994
 AA9544_MARK LOGO: MIDT
 AA9544_PROJECTION: FLUSH
 AA9544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9544+STABILITY: SURFACE MOTION
 AA9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9544+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9544
 AA9544  HISTORY     - Date     Condition        Report By
 AA9544  HISTORY     - 1994     MONUMENTED       MI-015
 AA9544  HISTORY     - 20050409 GOOD             NGS
 AA9544
 AA9544                          STATION DESCRIPTION
 AA9544
 AA9544'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9544'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9544'IS IN THE SOUTHWEST 1/4 SECTION 3, T-2-N, R-9-W, HOPE TOWNSHIP. ABOUT
 AA9544'5.0 MI (8.0 KM) SOUTHWEST OF HASTINGS, 4.0 MI (6.4 KM) NORTHEAST OF
 AA9544'CLOVERDALE, ON THE PROPERTY OF JOSEPH RAHN, 3700 ANDERS ROAD,
 AA9544'HASTINGS, MI 49058. (78949.0 KM)  PHONE HOME (616) 945-9894, OR OFFICE
 AA9544'(616) 948-4896.  TO REACH FROM THE POST OFFICE IN CLOVERDALE, GO
 AA9544'NORTHEAST AND NORTH ALONG STATE HIGHWAY M-43 (WALL LAKE ROAD) FOR 4.0
 AA9544'MI (6.4 KM) TO A GRAVEL ROAD LEFT (ANDERS ROAD) .  TURN LEFT AND GO
 AA9544'0.27 MI (0.43 KM) TO A DRIVEWAY RIGHT AT HOUSE NO.  3700.  TURN INTO
 AA9544'DRIVE AND GO NORTH FOR ABOUT 520.0 FT (158.5 M) TO HOUSE.  TURN LEFT
 AA9544'AND GO WEST-NORTHWEST FOR ABOUT 386.0 FT (117.7 M) TO THE STATION IN
 AA9544'THE FIELD NEAR TOP OF SLOPE OF LAND TO THE NORTH, AND NEAR A
 AA9544'NORTH-SOUTH FIELD SEPARATION LINE.  STATION IS IN AN OPEN FIELD AT THE
 AA9544'EDGE OF A HILL SLOPING TO A SWAMP NORTH, 580.0 FT (176.8 M) NORTH FROM
 AA9544'THE CENTER OF ANDERS ROAD, 80.0 FT (24.4 M) NORTH FROM AN EAST-WEST
 AA9544'UTILITY LINE, 20.0 FT (6.1 M) WEST-NORTHWEST FROM A UTILITY POLE, AND
 AA9544'1.0 FT (0.3 M) SOUTH FROM A CARSONITE WITNESS POST. DESCRIBED BY BRIAN
 AA9544'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9544
 AA9544                          STATION RECOVERY (2005)
 AA9544
 AA9544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 AA9544'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5418 ***********************************************************************
 AA5418  DESIGNATION -  08364
 AA5418  PID         -  AA5418
 AA5418  STATE/COUNTY-  MI/OAKLAND
 AA5418  COUNTRY     -  US
 AA5418  USGS QUAD   -  PONTIAC NORTH (2017)
 AA5418
 AA5418                         *CURRENT SURVEY CONTROL
 AA5418  ______________________________________________________________________
 AA5418* NAD 83(2011) POSITION- 42 42 34.40297(N) 083 19 45.37386(W)   ADJUSTED
 AA5418* NAD 83(2011) ELLIP HT-   278.191 (meters)        (06/27/12)   ADJUSTED
 AA5418* NAD 83(2011) EPOCH   -  2010.00
 AA5418* NAVD 88 ORTHO HEIGHT -   312.4   (meters)     1025.    (feet) GPS OBS
 AA5418  ______________________________________________________________________
 AA5418  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5418  GEOID HEIGHT    -         -34.20 (meters)                     GEOID93
 AA5418  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 AA5418  NAD 83(2011) X  -    545,282.671 (meters)                     COMP
 AA5418  NAD 83(2011) Y  - -4,662,324.243 (meters)                     COMP
 AA5418  NAD 83(2011) Z  -  4,304,037.392 (meters)                     COMP
 AA5418  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 AA5418
 AA5418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5418  Standards:
 AA5418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5418  -------------------------------------------------------------------
 AA5418  NETWORK    0.93   1.02           0.40   0.36   0.52      0.16181410
 AA5418  -------------------------------------------------------------------
 AA5418  Click here for local accuracies and other accuracy information.
 AA5418
 AA5418.The horizontal coordinates were established by GPS observations
 AA5418.and adjusted by the National Geodetic Survey in June 2012.
 AA5418
 AA5418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5418.been affixed to the stable North American tectonic plate. See 
 AA5418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5418
 AA5418.The horizontal coordinates are valid at the epoch date displayed above
 AA5418.which is a decimal equivalence of Year/Month/Day.
 AA5418
 AA5418.The orthometric height was determined by GPS observations and a
 AA5418.high-resolution geoid model.
 AA5418
 AA5418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5418.GEOID18 height accuracy estimate available here.
 AA5418
 AA5418.Click photographs - Photos may exist for this station.
 AA5418
 AA5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5418
 AA5418.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5418
 AA5418.The ellipsoidal height was determined by GPS observations
 AA5418.and is referenced to NAD 83.
 AA5418
 AA5418. The following values were computed from the NAD 83(2011) position.
 AA5418
 AA5418;                    North         East     Units Scale Factor Converg.
 AA5418;SPC MI S     -   134,877.710 4,084,977.954   MT  0.99991155   +0 42 21.5
 AA5418;SPC MI S     -   442,512.17 13,402,158.64   iFT  0.99991155   +0 42 21.5
 AA5418;UTM  17      - 4,731,193.039   309,248.930   MT  1.00004767   -1 34 49.4
 AA5418
 AA5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5418!SPC MI S     -   0.99995637  x   0.99991155  =   0.99986793
 AA5418!UTM  17      -   0.99995637  x   1.00004767  =   1.00000404
 AA5418
 AA5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0924831193(NAD 83)
 AA5418
 AA5418                          SUPERSEDED SURVEY CONTROL
 AA5418
 AA5418  NAD 83(2007)-  42 42 34.40280(N)    083 19 45.37471(W) AD(2002.00) 0
 AA5418  ELLIP H (02/10/07)  278.197  (m)                       GP(2002.00)    
 AA5418  ELLIP H (07/12/02)  278.226  (m)                       GP(       ) 4 1
 AA5418  NAD 83(1994)-  42 42 34.40275(N)    083 19 45.37484(W) AD(       ) 1
 AA5418  ELLIP H (02/03/97)  278.247  (m)                       GP(       ) 4 1
 AA5418  NAD 83(1986)-  42 42 34.40592(N)    083 19 45.40509(W) AD(       ) 1
 AA5418
 AA5418.Superseded values are not recommended for survey control.
 AA5418
 AA5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5418.See file dsdata.pdf to determine how the superseded data were derived.
 AA5418
 AA5418_MARKER: DD = SURVEY DISK
 AA5418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5418_STAMPING: 08364
 AA5418_MARK LOGO: MI-125
 AA5418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5418+STABILITY: SURFACE MOTION
 AA5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5418+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 AA5418
 AA5418  HISTORY     - Date     Condition        Report By
 AA5418  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5418  HISTORY     - 20020601 GOOD             INDIV
 AA5418  HISTORY     - 20040605 GOOD             USPSQD
 AA5418  HISTORY     - 20060126 GOOD             INDIV
 AA5418
 AA5418                          STATION DESCRIPTION
 AA5418
 AA5418'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5418'INTERSTATE 75 TO EXIT 84 (BALDWIN ROAD EXIT), THENCE NORTH ALONG
 AA5418'BALDWIN ROAD 0.3 MILES (0.5 KM) TO MORGAN ROAD, THENCE WEST ALONG
 AA5418'MORGAN ROAD 1.15 MILES (1.85 KM) TO ROHR ROAD, THENCE SOUTH ALONG ROHR
 AA5418'ROAD 0.05 MILES (0.08 KM) TO THE MONUMENT AT THE WEST SIDE OF ROHR
 AA5418'ROAD.
 AA5418
 AA5418                          STATION RECOVERY (2002)
 AA5418
 AA5418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5418'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5418'FOUND THIS CORNER TO BE GOOD.
 AA5418
 AA5418                          STATION RECOVERY (2004)
 AA5418
 AA5418'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 AA5418'LOCATED IN FRONT OF 4736 ROHR AT END OF DEAD END STREET. 26 FT SOUTH
 AA5418'OF THE SOUTH EDGE OF DRIVEWAY, 42 FEET WEST OF CENTERLINE OF ROHR
 AA5418'ROAD.
 AA5418
 AA5418                          STATION RECOVERY (2006)
 AA5418
 AA5418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF9355 ***********************************************************************
 DF9355  DESIGNATION -  08401
 DF9355  PID         -  DF9355
 DF9355  STATE/COUNTY-  MI/BARRY
 DF9355  COUNTRY     -  US
 DF9355  USGS QUAD   -  CLOVERDALE (2017)
 DF9355
 DF9355                         *CURRENT SURVEY CONTROL
 DF9355  ______________________________________________________________________
 DF9355* NAD 83(1986) POSITION- 42 35 18.     (N) 085 28 45.     (W)   SCALED
 DF9355* NAVD 88 ORTHO HEIGHT -   258.936 (meters)      849.53  (feet) ADJUSTED
 DF9355  ______________________________________________________________________
 DF9355  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 DF9355  DYNAMIC HEIGHT  -        258.858 (meters)      849.27  (feet) COMP
 DF9355  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 DF9355
 DF9355  VERT ORDER      -  SECOND    CLASS I
 DF9355
 DF9355.The horizontal coordinates were scaled from a map and have
 DF9355.an estimated accuracy of +/- 6 seconds.
 DF9355
 DF9355.The orthometric height was determined by differential leveling and
 DF9355.adjusted by the NATIONAL GEODETIC SURVEY
 DF9355.in March 2005.
 DF9355
 DF9355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9355.GEOID18 height accuracy estimate available here.
 DF9355
 DF9355.Click photographs - Photos may exist for this station.
 DF9355
 DF9355.The dynamic height is computed by dividing the NAVD 88
 DF9355.geopotential number by the normal gravity value computed on the
 DF9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9355.degrees latitude (g = 980.6199 gals.).
 DF9355
 DF9355.The modeled gravity was interpolated from observed gravity values.
 DF9355
 DF9355;                    North         East    Units  Estimated Accuracy
 DF9355;SPC MI S     -   121,490.    3,908,690.      MT  (+/- 180 meters Scaled)
 DF9355
 DF9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN247162(NAD 83)
 DF9355
 DF9355                          SUPERSEDED SURVEY CONTROL
 DF9355
 DF9355.No superseded survey control is available for this station.
 DF9355
 DF9355_MARKER: DV = VERTICAL CONTROL DISK
 DF9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9355_STAMPING: 08401 2000
 DF9355_MARK LOGO: NGS
 DF9355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9355+STABILITY: SURFACE MOTION
 DF9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9355+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF9355
 DF9355  HISTORY     - Date     Condition        Report By
 DF9355  HISTORY     - 2000     MONUMENTED       MI-015
 DF9355
 DF9355                          STATION DESCRIPTION
 DF9355
 DF9355'DESCRIBED BY BARRY COUNTY MICHIGAN 2000 (BR)
 DF9355'STATION IS LOCATED IN SECTION 4, T-2-N, R-10-W, ORANGEVILLE TOWNSHIP,
 DF9355'BARRY COUNTY, MI.  IT IS 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 DF9355'WITNESS MARKER, 3.0 FT (0.9 M) NORTHWEST OF CURVE SIGN, 37.0 FT (11.3
 DF9355'M) SOUTHWEST OF LINDSEY ROAD, 57.5 FT (17.5 M) SOUTHWEST FROM A STOP
 DF9355'SIGN ON LINDSEY ROAD, 66.0 FT (20.1 M) SOUTH OF WILDWOOD RD, TO THE
 DF9355'WEST AND 103.0 FT (31.4 M) SOUTH OF THE SOUTHERNLY ONE OF TWO RISER
 DF9355'BOXES.  TO REACH STATION FROM THE INTERSECTION OF HIGHWAY M-179 (CHIEF
 DF9355'NOONDAY RD) AND YANKEE SPRINGS ROAD (COUNTY ROAD 611) , GO SOUTH ALONG
 DF9355'YANKEE SPRINGS RD FOR 3.37 MILES (5.42 KM) TO THE INTERSECTION OF
 DF9355'WILDWOOD RD.  TURN RIGHT, GOING WEST-SOUTHWEST ON WILDWOOD RD FOR 1.0
 DF9355'MI (1.6 KM) TO THE INTERSECTION OF LINDSEY RD, AND THE STATION ON THE
 DF9355'LEFT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7334 ***********************************************************************
 DM7334  DESIGNATION -  08401
 DM7334  PID         -  DM7334
 DM7334  STATE/COUNTY-  MI/BARRY
 DM7334  COUNTRY     -  US
 DM7334  USGS QUAD   -  WOODLAND (2017)
 DM7334
 DM7334                         *CURRENT SURVEY CONTROL
 DM7334  ______________________________________________________________________
 DM7334* NAD 83(1986) POSITION- 42 43 35.     (N) 085 13 37.     (W)   SCALED
 DM7334* NAVD 88 ORTHO HEIGHT -   253.298 (meters)      831.03  (feet) ADJUSTED
 DM7334  ______________________________________________________________________
 DM7334  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 DM7334  DYNAMIC HEIGHT  -        253.222 (meters)      830.78  (feet) COMP
 DM7334  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 DM7334
 DM7334  VERT ORDER      -  SECOND    CLASS I
 DM7334
 DM7334.The horizontal coordinates were scaled from a map and have
 DM7334.an estimated accuracy of +/- 6 seconds.
 DM7334
 DM7334.The orthometric height was determined by differential leveling and
 DM7334.adjusted by the NATIONAL GEODETIC SURVEY
 DM7334.in August 2013.
 DM7334
 DM7334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7334.GEOID18 height accuracy estimate available here.
 DM7334
 DM7334.Click photographs - Photos may exist for this station.
 DM7334
 DM7334.The dynamic height is computed by dividing the NAVD 88
 DM7334.geopotential number by the normal gravity value computed on the
 DM7334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7334.degrees latitude (g = 980.6199 gals.).
 DM7334
 DM7334.The modeled gravity was interpolated from observed gravity values.
 DM7334
 DM7334;                    North         East    Units  Estimated Accuracy
 DM7334;SPC MI S     -   136,580.    3,929,550.      MT  (+/- 180 meters Scaled)
 DM7334
 DM7334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN451319(NAD 83)
 DM7334
 DM7334                          SUPERSEDED SURVEY CONTROL
 DM7334
 DM7334.No superseded survey control is available for this station.
 DM7334
 DM7334_MARKER: DD = SURVEY DISK
 DM7334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7334_STAMPING: 08401
 DM7334_MARK LOGO: MIDT
 DM7334_PROJECTION: FLUSH
 DM7334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7334+STABILITY: SURFACE MOTION
 DM7334
 DM7334  HISTORY     - Date     Condition        Report By
 DM7334  HISTORY     - 2001     MONUMENTED       MI-015
 DM7334  HISTORY     - 20050518 GOOD             MIDT
 DM7334
 DM7334                          STATION DESCRIPTION
 DM7334
 DM7334'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7334'THE STATION IS LOCATED APPROXIMATELY 10.9 MI (17.5 KM) NORTHWEST OF
 DM7334'NASHVILLE, 6.3 MI (10.1 KM) NORTH-NORTHEAST OF HASTINGS, 6.0 MI (9.7
 DM7334'KM) SOUTHWEST OF LAKE ODESSA AND IN THE NORTHWEST 1/4 OF SECTION 23,
 DM7334'T4N, R8W.
 DM7334'
 DM7334'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7334'STREET IN THE VILLAGE OF WOODLAND, GO WEST ON M-43 4.75 MI (7.6 KM) TO
 DM7334'THE INTERSECTION OF FARRELL ROAD (SOUTH) AND THE MARK ON THE LEFT IN
 DM7334'THE SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7334'
 DM7334'THE STATION IS LOCATED 54 FT (16.5 M) WEST-SOUTHWEST OF THE BASE OF A
 DM7334'STOP SIGN, 54 FT (16.5 M) SOUTH OF THE CENTERLINE OF M-43, 36 FT(11 M)
 DM7334'WEST OF THE CENTERLINE OF FARRELL ROAD AND 3 FT (0.9 M) NORTH OF A
 DM7334'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF9356 ***********************************************************************
 DF9356  DESIGNATION -  08402
 DF9356  PID         -  DF9356
 DF9356  STATE/COUNTY-  MI/BARRY
 DF9356  COUNTRY     -  US
 DF9356  USGS QUAD   -  ORANGEVILLE (2017)
 DF9356
 DF9356                         *CURRENT SURVEY CONTROL
 DF9356  ______________________________________________________________________
 DF9356* NAD 83(1986) POSITION- 42 35 17.     (N) 085 29 59.     (W)   SCALED
 DF9356* NAVD 88 ORTHO HEIGHT -   254.115 (meters)      833.71  (feet) ADJUSTED
 DF9356  ______________________________________________________________________
 DF9356  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 DF9356  DYNAMIC HEIGHT  -        254.040 (meters)      833.46  (feet) COMP
 DF9356  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 DF9356
 DF9356  VERT ORDER      -  SECOND    CLASS I
 DF9356
 DF9356.The horizontal coordinates were scaled from a map and have
 DF9356.an estimated accuracy of +/- 6 seconds.
 DF9356
 DF9356.The orthometric height was determined by differential leveling and
 DF9356.adjusted by the NATIONAL GEODETIC SURVEY
 DF9356.in March 2005.
 DF9356
 DF9356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9356.GEOID18 height accuracy estimate available here.
 DF9356
 DF9356.Click photographs - Photos may exist for this station.
 DF9356
 DF9356.The dynamic height is computed by dividing the NAVD 88
 DF9356.geopotential number by the normal gravity value computed on the
 DF9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9356.degrees latitude (g = 980.6199 gals.).
 DF9356
 DF9356.The modeled gravity was interpolated from observed gravity values.
 DF9356
 DF9356;                    North         East    Units  Estimated Accuracy
 DF9356;SPC MI S     -   121,480.    3,907,010.      MT  (+/- 180 meters Scaled)
 DF9356
 DF9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN231161(NAD 83)
 DF9356
 DF9356                          SUPERSEDED SURVEY CONTROL
 DF9356
 DF9356.No superseded survey control is available for this station.
 DF9356
 DF9356_MARKER: DV = VERTICAL CONTROL DISK
 DF9356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9356_STAMPING: 08402 2000
 DF9356_MARK LOGO: NGS
 DF9356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9356+STABILITY: SURFACE MOTION
 DF9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9356+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF9356
 DF9356  HISTORY     - Date     Condition        Report By
 DF9356  HISTORY     - 2000     MONUMENTED       MI-015
 DF9356
 DF9356                          STATION DESCRIPTION
 DF9356
 DF9356'DESCRIBED BY BARRY COUNTY MICHIGAN 2000 (BR)
 DF9356'STATION IS LOCATED IN SECTION 3, T-2-N, R-10-W, ORANGEVILLE TOWNSHIP,
 DF9356'BARRY COUNTY, MI.  IT IS 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DF9356'MARKER, 36.0 FT (11.0 M) SOUTHERLY FROM THE SOUTHEASTERLY EDGE OF
 DF9356'BLACKTOP, 51.0 FT (15.5 M) NORTHEAST FROM A UTILITY POLE, 56.0 FT
 DF9356'(17.1 M) WEST-SOUTHWEST FROM A UTILITY POLE, AND 83.0 FT (25.3 M)
 DF9356'EASTERLY FROM A TELEPHONE RISER.  TO REACH STATION FROM THE
 DF9356'INTERSECTION OF HIGHWAY M-179 (CHIEF NOONDAY RD) AND YANKEE SPRINGS RD
 DF9356'(COUNTY ROAD 611) GO SOUTH ALONG YANKEE SPRINGS ROAD FOR 3.37 MILES
 DF9356'(5.42 KM) TO WILDWOOD ROAD.  TURN RIGHT AND GO WEST-SOUTHWEST ON
 DF9356'WILDWOOD ROAD FOR 1.85 MI (2.98 KM) TO INTERSECTION OF TURTLE ROCK
 DF9356'DRIVE WEST AND CURVE.  WILDWOOD RUNS SOUTHERLY AND THE STATION IS ON
 DF9356'LEFT ON THE INSIDE OF THE CURVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7333 ***********************************************************************
 DM7333  DESIGNATION -  08402
 DM7333  PID         -  DM7333
 DM7333  STATE/COUNTY-  MI/BARRY
 DM7333  COUNTRY     -  US
 DM7333  USGS QUAD   -  WOODLAND (2017)
 DM7333
 DM7333                         *CURRENT SURVEY CONTROL
 DM7333  ______________________________________________________________________
 DM7333* NAD 83(1986) POSITION- 42 43 35.     (N) 085 13 02.     (W)   SCALED
 DM7333* NAVD 88 ORTHO HEIGHT -   249.812 (meters)      819.59  (feet) ADJUSTED
 DM7333  ______________________________________________________________________
 DM7333  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 DM7333  DYNAMIC HEIGHT  -        249.737 (meters)      819.35  (feet) COMP
 DM7333  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 DM7333
 DM7333  VERT ORDER      -  SECOND    CLASS I
 DM7333
 DM7333.The horizontal coordinates were scaled from a map and have
 DM7333.an estimated accuracy of +/- 6 seconds.
 DM7333
 DM7333.The orthometric height was determined by differential leveling and
 DM7333.adjusted by the NATIONAL GEODETIC SURVEY
 DM7333.in August 2013.
 DM7333
 DM7333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7333.GEOID18 height accuracy estimate available here.
 DM7333
 DM7333.Click photographs - Photos may exist for this station.
 DM7333
 DM7333.The dynamic height is computed by dividing the NAVD 88
 DM7333.geopotential number by the normal gravity value computed on the
 DM7333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7333.degrees latitude (g = 980.6199 gals.).
 DM7333
 DM7333.The modeled gravity was interpolated from observed gravity values.
 DM7333
 DM7333;                    North         East    Units  Estimated Accuracy
 DM7333;SPC MI S     -   136,580.    3,930,350.      MT  (+/- 180 meters Scaled)
 DM7333
 DM7333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN459319(NAD 83)
 DM7333
 DM7333                          SUPERSEDED SURVEY CONTROL
 DM7333
 DM7333.No superseded survey control is available for this station.
 DM7333
 DM7333_MARKER: DD = SURVEY DISK
 DM7333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7333_STAMPING: 08402
 DM7333_MARK LOGO: MIDT
 DM7333_PROJECTION: FLUSH
 DM7333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7333+STABILITY: SURFACE MOTION
 DM7333
 DM7333  HISTORY     - Date     Condition        Report By
 DM7333  HISTORY     - 2001     MONUMENTED       MI-015
 DM7333  HISTORY     - 20050518 GOOD             MIDT
 DM7333
 DM7333                          STATION DESCRIPTION
 DM7333
 DM7333'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7333'STATION IS LOCATED APPROXIMATELY 10.7 MI (17.2 KM) NORTHWEST OF
 DM7333'NASHVILLE, 6.5 MI (10.5 KM) NORTHEAST OF HASTINGS, 5.7 MI (9.2 KM)
 DM7333'SOUTHWEST OF LAKE ODESSA ALONG STATE HIGHWAY M-43 AND IN THE NORTHEAST
 DM7333'1/4 OF SECTION 23, T4N, R8W.
 DM7333'
 DM7333'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7333'STREET IN THE VILLAGE OF WOODLAND, GO WEST ON M-43 4.25 MI (6.8 KM) TO
 DM7333'THE INTERSECTION OF CHARLTON PARK ROAD AND THE STATION ON THE LEFT IN
 DM7333'THE SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7333'
 DM7333'THE STATION IS LOCATED 40 FT (12.2 M) WEST OF THE CENTERLINE OF
 DM7333'CHARLTON PARK ROAD, 38 FT (11.6 M) (11.6 M) NORTHWEST OF THE SOUTHEAST
 DM7333'END OF THE CONCRETE CURB, 35.5 FT (10.8 M) SOUTH OF THE CENTERLINE OF
 DM7333'M-43, 9 FT (2.7 M) SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE
 DM7333'CONCRETE CURB AND 3 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7332 ***********************************************************************
 DM7332  DESIGNATION -  08403
 DM7332  PID         -  DM7332
 DM7332  STATE/COUNTY-  MI/BARRY
 DM7332  COUNTRY     -  US
 DM7332  USGS QUAD   -  WOODLAND (2017)
 DM7332
 DM7332                         *CURRENT SURVEY CONTROL
 DM7332  ______________________________________________________________________
 DM7332* NAD 83(1986) POSITION- 42 43 35.     (N) 085 11 34.     (W)   SCALED
 DM7332* NAVD 88 ORTHO HEIGHT -   252.538 (meters)      828.54  (feet) ADJUSTED
 DM7332  ______________________________________________________________________
 DM7332  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 DM7332  DYNAMIC HEIGHT  -        252.462 (meters)      828.29  (feet) COMP
 DM7332  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 DM7332
 DM7332  VERT ORDER      -  SECOND    CLASS I
 DM7332
 DM7332.The horizontal coordinates were scaled from a map and have
 DM7332.an estimated accuracy of +/- 6 seconds.
 DM7332
 DM7332.The orthometric height was determined by differential leveling and
 DM7332.adjusted by the NATIONAL GEODETIC SURVEY
 DM7332.in August 2013.
 DM7332
 DM7332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7332.GEOID18 height accuracy estimate available here.
 DM7332
 DM7332.Click photographs - Photos may exist for this station.
 DM7332
 DM7332.The dynamic height is computed by dividing the NAVD 88
 DM7332.geopotential number by the normal gravity value computed on the
 DM7332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7332.degrees latitude (g = 980.6199 gals.).
 DM7332
 DM7332.The modeled gravity was interpolated from observed gravity values.
 DM7332
 DM7332;                    North         East    Units  Estimated Accuracy
 DM7332;SPC MI S     -   136,560.    3,932,350.      MT  (+/- 180 meters Scaled)
 DM7332
 DM7332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN479320(NAD 83)
 DM7332
 DM7332                          SUPERSEDED SURVEY CONTROL
 DM7332
 DM7332.No superseded survey control is available for this station.
 DM7332
 DM7332_MARKER: DD = SURVEY DISK
 DM7332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7332_STAMPING: 08403
 DM7332_MARK LOGO: MIDT
 DM7332_PROJECTION: FLUSH
 DM7332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7332+STABILITY: SURFACE MOTION
 DM7332
 DM7332  HISTORY     - Date     Condition        Report By
 DM7332  HISTORY     - 2001     MONUMENTED       MI-015
 DM7332  HISTORY     - 20050518 GOOD             MIDT
 DM7332
 DM7332                          STATION DESCRIPTION
 DM7332
 DM7332'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7332'THE STATION IS LOCATED APPROXIMATELY 10.1 MI (16.3 KM) NORTH-NORTHWEST
 DM7332'OF NASHVILLE, 7.3 MI (11.7 KM) NORTHEAST OF HASTINGS, 4.9 MI (7.9 KM)
 DM7332'SOUTHWEST OF LAKE ODESSA AND IN THE NORTHEAST 1/4 OF SECTION 24, T4N,
 DM7332'R8W.
 DM7332'
 DM7332'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7332'STREET IN WOODLAND, GO WEST ON M-43, 3 MI (4.8 KM) TO THE INTERSECTION
 DM7332'OF DURKEE ROAD AND THE STATION ON THE LEFT IN THE SOUTHWEST QUADRANT
 DM7332'OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7332'
 DM7332'THE STATION IS LOCATED 111 FT (33.8 M) NORTH-NORTHWEST OF SOUTHEAST
 DM7332'END OF A FENCE IN CLUMP OF TREES, 104 FT (31.7 M) EAST-NORTHEAST OF
 DM7332'THE NORTHWEST CORNER POST OF THE CLEAR VISION FENCE, 102 FT (31.1 M)
 DM7332'WEST OF THE CENTERLINE OF DURKEE ROAD, 48 FT (14.6 M) SOUTH OF THE
 DM7332'CENTERLINE OF M-43 AND 3 FT (0.9 M) NORTH OF A CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7331 ***********************************************************************
 DM7331  DESIGNATION -  08404
 DM7331  PID         -  DM7331
 DM7331  STATE/COUNTY-  MI/BARRY
 DM7331  COUNTRY     -  US
 DM7331  USGS QUAD   -  WOODLAND (2017)
 DM7331
 DM7331                         *CURRENT SURVEY CONTROL
 DM7331  ______________________________________________________________________
 DM7331* NAD 83(1986) POSITION- 42 43 36.     (N) 085 10 24.     (W)   SCALED
 DM7331* NAVD 88 ORTHO HEIGHT -   256.106 (meters)      840.24  (feet) ADJUSTED
 DM7331  ______________________________________________________________________
 DM7331  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DM7331  DYNAMIC HEIGHT  -        256.029 (meters)      839.99  (feet) COMP
 DM7331  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 DM7331
 DM7331  VERT ORDER      -  SECOND    CLASS I
 DM7331
 DM7331.The horizontal coordinates were scaled from a map and have
 DM7331.an estimated accuracy of +/- 6 seconds.
 DM7331
 DM7331.The orthometric height was determined by differential leveling and
 DM7331.adjusted by the NATIONAL GEODETIC SURVEY
 DM7331.in August 2013.
 DM7331
 DM7331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7331.GEOID18 height accuracy estimate available here.
 DM7331
 DM7331.Click photographs - Photos may exist for this station.
 DM7331
 DM7331.The dynamic height is computed by dividing the NAVD 88
 DM7331.geopotential number by the normal gravity value computed on the
 DM7331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7331.degrees latitude (g = 980.6199 gals.).
 DM7331
 DM7331.The modeled gravity was interpolated from observed gravity values.
 DM7331
 DM7331;                    North         East    Units  Estimated Accuracy
 DM7331;SPC MI S     -   136,570.    3,933,940.      MT  (+/- 180 meters Scaled)
 DM7331
 DM7331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN495320(NAD 83)
 DM7331
 DM7331                          SUPERSEDED SURVEY CONTROL
 DM7331
 DM7331.No superseded survey control is available for this station.
 DM7331
 DM7331_MARKER: DD = SURVEY DISK
 DM7331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7331_STAMPING: 08404
 DM7331_MARK LOGO: MIDT
 DM7331_PROJECTION: FLUSH
 DM7331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7331+STABILITY: SURFACE MOTION
 DM7331
 DM7331  HISTORY     - Date     Condition        Report By
 DM7331  HISTORY     - 2001     MONUMENTED       MI-015
 DM7331  HISTORY     - 20050518 GOOD             MIDT
 DM7331
 DM7331                          STATION DESCRIPTION
 DM7331
 DM7331'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7331'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) NORTHWEST OF
 DM7331'VERMONTVILLE, 8.0 MI (12.9 KM) NORTHEAST OF HASTINGS, 5.6 MI (9.0 KM)
 DM7331'WEST-SOUTHWEST OF WOODBURY ALONG STATE HIGHWAY M-43 IN THE SOUTHWEST
 DM7331'1/4 OF SECTION 17, T4N, R7W.
 DM7331'
 DM7331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7331'STREET IN WOODLAND, GO WEST ON M-43 FOR 2.0 MI (3.2 KM) TO THE
 DM7331'INTERSECTION OF MARTIN ROAD AND THE STATION ON THE RIGHT IN THE
 DM7331'NORTHEAST QUADRANT OF THE INTERSECTION AND IN THE CLEAR VISION AREA.
 DM7331'
 DM7331'THE STATION IS LOCATED 93 FT (28.3 M) NORTHEAST OF THE SOUTHEAST END
 DM7331'OF A CONCRETE CURB, 89.0 FT (27.1 M) EAST OF THE CENTERLINE OF MARTIN
 DM7331'ROAD, 72.0 FT (21.9 M) EAST-SOUTHEAST OF THE NORTHWEST END OF A
 DM7331'CONCRETE CURB, 63.0 FT (19.2 M) SOUTHEAST OF A TELEPHONE RISER, 51.0
 DM7331'FT (15.5 M) NORTH OF THE CENTERLINE OF M-43 AND 3.0 FT (0.9 M) WEST OF
 DM7331'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7330 ***********************************************************************
 DM7330  DESIGNATION -  08405
 DM7330  PID         -  DM7330
 DM7330  STATE/COUNTY-  MI/BARRY
 DM7330  COUNTRY     -  US
 DM7330  USGS QUAD   -  WOODLAND (2017)
 DM7330
 DM7330                         *CURRENT SURVEY CONTROL
 DM7330  ______________________________________________________________________
 DM7330* NAD 83(1986) POSITION- 42 43 36.     (N) 085 09 14.     (W)   SCALED
 DM7330* NAVD 88 ORTHO HEIGHT -   270.017 (meters)      885.88  (feet) ADJUSTED
 DM7330  ______________________________________________________________________
 DM7330  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 DM7330  DYNAMIC HEIGHT  -        269.936 (meters)      885.62  (feet) COMP
 DM7330  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 DM7330
 DM7330  VERT ORDER      -  SECOND    CLASS I
 DM7330
 DM7330.The horizontal coordinates were scaled from a map and have
 DM7330.an estimated accuracy of +/- 6 seconds.
 DM7330
 DM7330.The orthometric height was determined by differential leveling and
 DM7330.adjusted by the NATIONAL GEODETIC SURVEY
 DM7330.in August 2013.
 DM7330
 DM7330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7330.GEOID18 height accuracy estimate available here.
 DM7330
 DM7330.Click photographs - Photos may exist for this station.
 DM7330
 DM7330.The dynamic height is computed by dividing the NAVD 88
 DM7330.geopotential number by the normal gravity value computed on the
 DM7330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7330.degrees latitude (g = 980.6199 gals.).
 DM7330
 DM7330.The modeled gravity was interpolated from observed gravity values.
 DM7330
 DM7330;                    North         East    Units  Estimated Accuracy
 DM7330;SPC MI S     -   136,560.    3,935,530.      MT  (+/- 180 meters Scaled)
 DM7330
 DM7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN511321(NAD 83)
 DM7330
 DM7330                          SUPERSEDED SURVEY CONTROL
 DM7330
 DM7330.No superseded survey control is available for this station.
 DM7330
 DM7330_MARKER: DD = SURVEY DISK
 DM7330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7330_STAMPING: 08405
 DM7330_MARK LOGO: MIDT
 DM7330_PROJECTION: FLUSH
 DM7330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7330+STABILITY: SURFACE MOTION
 DM7330
 DM7330  HISTORY     - Date     Condition        Report By
 DM7330  HISTORY     - 2001     MONUMENTED       MI-015
 DM7330  HISTORY     - 20050517 GOOD             MIDT
 DM7330
 DM7330                          STATION DESCRIPTION
 DM7330
 DM7330'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7330'THE STATION IS LOCATED APPROXIMATELY 9.4 MI (15.1 KM) NORTH-NORTHWEST
 DM7330'OF NASHVILLE, 8.8 MI (14.2 KM) NORTHEAST OF HASTINGS, 4.7 MI (7.6 KM)
 DM7330'WEST-SOUTHWEST OF WOODBURY ALONG M-43 IN THE NORTHEAST 1/4 OF SECTION
 DM7330'20, T4N, R7W.
 DM7330'
 DM7330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7330'STREET IN WOODLAND, GO WEST ON M-43 FOR 1.0 MI (1.6 KM) TO THE
 DM7330'INTERSECTION OF WELLMAN ROAD AND THE STATION ON THE LEFT IN THE
 DM7330'SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7330'
 DM7330'THE STATION IS LOCATED 134 FT (40.8 M) EAST-NORTHEAST FROM A CONCRETE
 DM7330'RIGHT-OF-WAY MARKER, 77.2 FT (23.5 M) EAST-NORTHEAST OF A UTILITY
 DM7330'POLE, 56.0 FT (17.1 M) WEST OF THE CENTERLINE OF WELLMAN ROAD, 47.5 FT
 DM7330'(14.5 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY M-43 AND 3.0 FT (0.9
 DM7330'M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7329 ***********************************************************************
 DM7329  DESIGNATION -  08406
 DM7329  PID         -  DM7329
 DM7329  STATE/COUNTY-  MI/BARRY
 DM7329  COUNTRY     -  US
 DM7329  USGS QUAD   -  WOODLAND (2017)
 DM7329
 DM7329                         *CURRENT SURVEY CONTROL
 DM7329  ______________________________________________________________________
 DM7329* NAD 83(1986) POSITION- 42 43 36.     (N) 085 08 04.     (W)   SCALED
 DM7329* NAVD 88 ORTHO HEIGHT -   265.630 (meters)      871.49  (feet) ADJUSTED
 DM7329  ______________________________________________________________________
 DM7329  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 DM7329  DYNAMIC HEIGHT  -        265.550 (meters)      871.23  (feet) COMP
 DM7329  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 DM7329
 DM7329  VERT ORDER      -  SECOND    CLASS I
 DM7329
 DM7329.The horizontal coordinates were scaled from a map and have
 DM7329.an estimated accuracy of +/- 6 seconds.
 DM7329
 DM7329.The orthometric height was determined by differential leveling and
 DM7329.adjusted by the NATIONAL GEODETIC SURVEY
 DM7329.in August 2013.
 DM7329
 DM7329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7329.GEOID18 height accuracy estimate available here.
 DM7329
 DM7329.Click photographs - Photos may exist for this station.
 DM7329
 DM7329.The dynamic height is computed by dividing the NAVD 88
 DM7329.geopotential number by the normal gravity value computed on the
 DM7329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7329.degrees latitude (g = 980.6199 gals.).
 DM7329
 DM7329.The modeled gravity was interpolated from observed gravity values.
 DM7329
 DM7329;                    North         East    Units  Estimated Accuracy
 DM7329;SPC MI S     -   136,540.    3,937,120.      MT  (+/- 180 meters Scaled)
 DM7329
 DM7329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN527321(NAD 83)
 DM7329
 DM7329                          SUPERSEDED SURVEY CONTROL
 DM7329
 DM7329.No superseded survey control is available for this station.
 DM7329
 DM7329_MARKER: DD = SURVEY DISK
 DM7329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7329_STAMPING: 08406
 DM7329_MARK LOGO: MIDT
 DM7329_PROJECTION: FLUSH
 DM7329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7329+STABILITY: SURFACE MOTION
 DM7329
 DM7329  HISTORY     - Date     Condition        Report By
 DM7329  HISTORY     - 2001     MONUMENTED       MI-015
 DM7329  HISTORY     - 20050517 GOOD             MIDT
 DM7329
 DM7329                          STATION DESCRIPTION
 DM7329
 DM7329'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7329'THE STATION IS LOCATED APPROXIMATELY 9.6 MI (15.4 KM) NORTHEAST OF
 DM7329'HASTINGS, 9.2 MI (14.8 KM) NORTH-NORTHWEST OF NASHVILLE, 3.8 MI (6.1
 DM7329'KM) SOUTHWEST OF WOODBURY IN WOODLAND ON MAIN STREET AND IN THE
 DM7329'NORTHEAST 1/4 OF SECTION 21, T4N, R7W.
 DM7329'
 DM7329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7329'STREET IN WOODLAND, GO SOUTH ON MAIN STREET FOR 156 FT (47.5 M) TO THE
 DM7329'STATION ON THE RIGHT NEAR THE WOODLAND TOWNSHIP HALL AND AT THE NORTH
 DM7329'EDGE OF A LARGE CONCRETE PAD.
 DM7329'
 DM7329'THE STATION IS LOCATED 46 FT (14.0 M) WEST OF THE CENTERLINE OF SOUTH
 DM7329'MAIN STREET, 34 FT (10.4 M) EAST OF A UTILITY POLE, 25.5 FT (7.8 M)
 DM7329'SOUTHWEST OF A UTILITY POLE, 1.5 FT (0.5 M) NORTH OF A CONCRETE PAD
 DM7329'(USED FOR PARKING) AND 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 DM7329'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7328 ***********************************************************************
 DM7328  DESIGNATION -  08407
 DM7328  PID         -  DM7328
 DM7328  STATE/COUNTY-  MI/BARRY
 DM7328  COUNTRY     -  US
 DM7328  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7328
 DM7328                         *CURRENT SURVEY CONTROL
 DM7328  ______________________________________________________________________
 DM7328* NAD 83(1986) POSITION- 42 43 36.     (N) 085 06 53.     (W)   SCALED
 DM7328* NAVD 88 ORTHO HEIGHT -   267.128 (meters)      876.40  (feet) ADJUSTED
 DM7328  ______________________________________________________________________
 DM7328  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 DM7328  DYNAMIC HEIGHT  -        267.047 (meters)      876.14  (feet) COMP
 DM7328  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 DM7328
 DM7328  VERT ORDER      -  SECOND    CLASS I
 DM7328
 DM7328.The horizontal coordinates were scaled from a map and have
 DM7328.an estimated accuracy of +/- 6 seconds.
 DM7328
 DM7328.The orthometric height was determined by differential leveling and
 DM7328.adjusted by the NATIONAL GEODETIC SURVEY
 DM7328.in August 2013.
 DM7328
 DM7328.No vertical observational check was made to the station.
 DM7328
 DM7328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7328.GEOID18 height accuracy estimate available here.
 DM7328
 DM7328.Click photographs - Photos may exist for this station.
 DM7328
 DM7328.The dynamic height is computed by dividing the NAVD 88
 DM7328.geopotential number by the normal gravity value computed on the
 DM7328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7328.degrees latitude (g = 980.6199 gals.).
 DM7328
 DM7328.The modeled gravity was interpolated from observed gravity values.
 DM7328
 DM7328;                    North         East    Units  Estimated Accuracy
 DM7328;SPC MI S     -   136,530.    3,938,740.      MT  (+/- 180 meters Scaled)
 DM7328
 DM7328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN543321(NAD 83)
 DM7328
 DM7328                          SUPERSEDED SURVEY CONTROL
 DM7328
 DM7328.No superseded survey control is available for this station.
 DM7328
 DM7328_MARKER: DD = SURVEY DISK
 DM7328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7328_STAMPING: 08407
 DM7328_MARK LOGO: MIDT
 DM7328_PROJECTION: FLUSH
 DM7328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7328+STABILITY: SURFACE MOTION
 DM7328
 DM7328  HISTORY     - Date     Condition        Report By
 DM7328  HISTORY     - 2001     MONUMENTED       MI-015
 DM7328  HISTORY     - 20050517 GOOD             MIDT
 DM7328
 DM7328                          STATION DESCRIPTION
 DM7328
 DM7328'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7328'THE STATION IS LOCATED APPROXIMATELY 10.4 MI (16.7 KM) EAST-NORTHEAST
 DM7328'OF HASTINGS, 9.0 MI (14.5 KM) NORTH OF NASHVILLE, 3.1 MI (5.0 KM)
 DM7328'SOUTHWEST OF WOODBURY ALONG STATE HIGHWAY M-43 IN THE NORTHEAST 1/4 OF
 DM7328'SECTION 22, T4N, R7W.
 DM7328'
 DM7328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7328'STREET IN WOODLAND, GO EAST ON M-43 FOR 1.0 MI (1.6 KM) TO THE
 DM7328'INTERSECTION OF VELTE ROAD AND THE STATION ON THE RIGHT IN THE
 DM7328'SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7328'
 DM7328'THE STATION IS LOCATED 89.0 FT (27.1 M) NORTH-NORTHEAST OF A 4 INCH
 DM7328'(10 CM) MAPLE TREE, 56.0 FT (17.1 M) WEST OF THE CENTERLINE OF VELTE
 DM7328'ROAD, 37.5 FT (11.4 M) SOUTH OF THE CENTERLINE OF M-43 AND 3 FT (0.9
 DM7328'M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7327 ***********************************************************************
 DM7327  DESIGNATION -  08408
 DM7327  PID         -  DM7327
 DM7327  STATE/COUNTY-  MI/BARRY
 DM7327  COUNTRY     -  US
 DM7327  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7327
 DM7327                         *CURRENT SURVEY CONTROL
 DM7327  ______________________________________________________________________
 DM7327* NAD 83(1986) POSITION- 42 44 28.     (N) 085 06 52.     (W)   SCALED
 DM7327* NAVD 88 ORTHO HEIGHT -   264.974 (meters)      869.34  (feet) ADJUSTED
 DM7327  ______________________________________________________________________
 DM7327  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 DM7327  DYNAMIC HEIGHT  -        264.894 (meters)      869.07  (feet) COMP
 DM7327  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 DM7327
 DM7327  VERT ORDER      -  SECOND    CLASS I
 DM7327
 DM7327.The horizontal coordinates were scaled from a map and have
 DM7327.an estimated accuracy of +/- 6 seconds.
 DM7327
 DM7327.The orthometric height was determined by differential leveling and
 DM7327.adjusted by the NATIONAL GEODETIC SURVEY
 DM7327.in August 2013.
 DM7327
 DM7327.No vertical observational check was made to the station.
 DM7327
 DM7327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7327.GEOID18 height accuracy estimate available here.
 DM7327
 DM7327.Click photographs - Photos may exist for this station.
 DM7327
 DM7327.The dynamic height is computed by dividing the NAVD 88
 DM7327.geopotential number by the normal gravity value computed on the
 DM7327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7327.degrees latitude (g = 980.6199 gals.).
 DM7327
 DM7327.The modeled gravity was interpolated from observed gravity values.
 DM7327
 DM7327;                    North         East    Units  Estimated Accuracy
 DM7327;SPC MI S     -   138,130.    3,938,780.      MT  (+/- 180 meters Scaled)
 DM7327
 DM7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN543337(NAD 83)
 DM7327
 DM7327                          SUPERSEDED SURVEY CONTROL
 DM7327
 DM7327.No superseded survey control is available for this station.
 DM7327
 DM7327_MARKER: DD = SURVEY DISK
 DM7327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7327_STAMPING: 08408
 DM7327_MARK LOGO: MIDT
 DM7327_PROJECTION: FLUSH
 DM7327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7327+STABILITY: SURFACE MOTION
 DM7327
 DM7327  HISTORY     - Date     Condition        Report By
 DM7327  HISTORY     - 2001     MONUMENTED       MI-015
 DM7327  HISTORY     - 20050517 GOOD             MIDT
 DM7327
 DM7327                          STATION DESCRIPTION
 DM7327
 DM7327'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7327'THE STATION IS LOCATED APPROXIMATELY 11.1 MI (17.9 KM) NORTHEAST OF
 DM7327'HASTINGS, 9.9 MI (15.9 KM) NORTH OF NASHVILLE, 2.5 MI (4.0 KM)
 DM7327'SOUTHWEST OF WOODBURY ALONG VELTE ROAD AND IN THE NORTHEAST 1/4
 DM7327'SECTION 15, T4N, R7W.
 DM7327'
 DM7327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-43 AND MAIN
 DM7327'STREET IN WOODLAND, GO EAST ON M-43 FOR 1.0 MI (1.6 KM) TO THE
 DM7327'INTERSECTION OF VELTE ROAD.  TURN LEFT AND GO NORTHERLY ON VELTE ROAD
 DM7327'FOR 0.99 MI (1.6 KM) TO THE STATION ON THE LEFT JUST SOUTH OF THE
 DM7327'INTERSECTION OF BROWN ROAD.
 DM7327'
 DM7327'THE STATION IS LOCATED 178 FT (54.3 M) WEST OF THE CENTERLINE OF
 DM7327'JORDON ROAD, 158 FT (48.2 M) SOUTHWEST OF A UTILITY POLE, 46 FT (14.0
 DM7327'M) SOUTHEAST OF A 14 INCH (36 CM) CEDAR TREE, 25 FT (7.6 M) WEST OF
 DM7327'THE CENTERLINE OF VELTE ROAD AND 3 FT (0.9 M) NORTH OF A CARSONITE
 DM7327'WITNESS POST IN THE SOUTHEAST CORNER OF A MOWED YARD (HOUSE NUMBER
 DM7327'8964).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7326 ***********************************************************************
 DM7326  DESIGNATION -  08409
 DM7326  PID         -  DM7326
 DM7326  STATE/COUNTY-  MI/BARRY
 DM7326  COUNTRY     -  US
 DM7326  USGS QUAD   -  WOODBURY (2017)
 DM7326
 DM7326                         *CURRENT SURVEY CONTROL
 DM7326  ______________________________________________________________________
 DM7326* NAD 83(1986) POSITION- 42 45 21.     (N) 085 04 29.     (W)   SCALED
 DM7326* NAVD 88 ORTHO HEIGHT -   267.285 (meters)      876.92  (feet) ADJUSTED
 DM7326  ______________________________________________________________________
 DM7326  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 DM7326  DYNAMIC HEIGHT  -        267.205 (meters)      876.66  (feet) COMP
 DM7326  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 DM7326
 DM7326  VERT ORDER      -  SECOND    CLASS I
 DM7326
 DM7326.The horizontal coordinates were scaled from a map and have
 DM7326.an estimated accuracy of +/- 6 seconds.
 DM7326
 DM7326.The orthometric height was determined by differential leveling and
 DM7326.adjusted by the NATIONAL GEODETIC SURVEY
 DM7326.in August 2013.
 DM7326
 DM7326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7326.GEOID18 height accuracy estimate available here.
 DM7326
 DM7326.Click photographs - Photos may exist for this station.
 DM7326
 DM7326.The dynamic height is computed by dividing the NAVD 88
 DM7326.geopotential number by the normal gravity value computed on the
 DM7326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7326.degrees latitude (g = 980.6199 gals.).
 DM7326
 DM7326.The modeled gravity was interpolated from observed gravity values.
 DM7326
 DM7326;                    North         East    Units  Estimated Accuracy
 DM7326;SPC MI S     -   139,740.    3,942,040.      MT  (+/- 180 meters Scaled)
 DM7326
 DM7326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN575354(NAD 83)
 DM7326
 DM7326                          SUPERSEDED SURVEY CONTROL
 DM7326
 DM7326.No superseded survey control is available for this station.
 DM7326
 DM7326_MARKER: DD = SURVEY DISK
 DM7326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7326_STAMPING: 08409
 DM7326_MARK LOGO: MIDT
 DM7326_PROJECTION: FLUSH
 DM7326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7326+STABILITY: SURFACE MOTION
 DM7326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7326+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DM7326
 DM7326  HISTORY     - Date     Condition        Report By
 DM7326  HISTORY     - 2001     MONUMENTED       MI-015
 DM7326  HISTORY     - 20050517 GOOD             MIDT
 DM7326  HISTORY     - 20250714 GOOD             MIDT
 DM7326
 DM7326                          STATION DESCRIPTION
 DM7326
 DM7326'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7326'THE STATION IS LOCATED AT THE SOUTH END OF WOODBURY, 13.5 MI (21.7 KM)
 DM7326'EAST-NORTHEAST OF HASTINGS, 10.7 MI (17.2 KM) NORTH OF NASHVILLE AT
 DM7326'THE INTERSECTION OF STATE HIGHWAYS M-50, M-66 AND M-43.
 DM7326'
 DM7326'TO REACH THE STATION FROM THE INTERSECTION OF CEDAR STREET AND
 DM7326'SADDLEBAG LAKE ROAD (M-66) IN WOODBURY, GO SOUTH FOR 0.35 MI (0.6 KM)
 DM7326'TO THE STATION ON THE RIGHT AT THE JUNCTION OF STATE HIGHWAYS M-50,
 DM7326'M-66 AND M-43.
 DM7326'
 DM7326'THE STATION IS LOCATED100.8 FT SOUTH-SOUTHWEST OF A UTILITY POLE, 82.5
 DM7326'FT (25.1 M) WEST OF THE CENTERLINE OF SADDLEBAG LAKE ROAD (M-66), 57.9
 DM7326'FT (17.6 M) NORTH OF THE CENTERLINE OF M-50 AND 3 FT (0.9 M) SOUTH OF
 DM7326'A CARSONITE WITNESS POST.
 DM7326
 DM7326                          STATION RECOVERY (2025)
 DM7326
 DM7326'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DM7326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7325 ***********************************************************************
 DM7325  DESIGNATION -  08410
 DM7325  PID         -  DM7325
 DM7325  STATE/COUNTY-  MI/BARRY
 DM7325  COUNTRY     -  US
 DM7325  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7325
 DM7325                         *CURRENT SURVEY CONTROL
 DM7325  ______________________________________________________________________
 DM7325* NAD 83(1986) POSITION- 42 44 28.     (N) 085 04 30.     (W)   SCALED
 DM7325* NAVD 88 ORTHO HEIGHT -   260.128 (meters)      853.44  (feet) ADJUSTED
 DM7325  ______________________________________________________________________
 DM7325  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 DM7325  DYNAMIC HEIGHT  -        260.050 (meters)      853.18  (feet) COMP
 DM7325  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 DM7325
 DM7325  VERT ORDER      -  SECOND    CLASS I
 DM7325
 DM7325.The horizontal coordinates were scaled from a map and have
 DM7325.an estimated accuracy of +/- 6 seconds.
 DM7325
 DM7325.The orthometric height was determined by differential leveling and
 DM7325.adjusted by the NATIONAL GEODETIC SURVEY
 DM7325.in August 2013.
 DM7325
 DM7325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7325.GEOID18 height accuracy estimate available here.
 DM7325
 DM7325.Click photographs - Photos may exist for this station.
 DM7325
 DM7325.The dynamic height is computed by dividing the NAVD 88
 DM7325.geopotential number by the normal gravity value computed on the
 DM7325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7325.degrees latitude (g = 980.6199 gals.).
 DM7325
 DM7325.The modeled gravity was interpolated from observed gravity values.
 DM7325
 DM7325;                    North         East    Units  Estimated Accuracy
 DM7325;SPC MI S     -   138,100.    3,942,010.      MT  (+/- 180 meters Scaled)
 DM7325
 DM7325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN575338(NAD 83)
 DM7325
 DM7325                          SUPERSEDED SURVEY CONTROL
 DM7325
 DM7325.No superseded survey control is available for this station.
 DM7325
 DM7325_MARKER: DD = SURVEY DISK
 DM7325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7325_STAMPING: 08410
 DM7325_MARK LOGO: MIDT
 DM7325_PROJECTION: FLUSH
 DM7325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7325+STABILITY: SURFACE MOTION
 DM7325
 DM7325  HISTORY     - Date     Condition        Report By
 DM7325  HISTORY     - 2001     MONUMENTED       MI-015
 DM7325  HISTORY     - 20050517 GOOD             MIDT
 DM7325
 DM7325                          STATION DESCRIPTION
 DM7325
 DM7325'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7325'THE STATION IS LOCATED APPROXIMATELY 12.7 MI (20.4 KM) EAST-NORTHEAST
 DM7325'OF HASTINGS, 10.0 MI (16.1 KM) NORTH OF NASHVILLE, 1.4 MI (2.3 KM)
 DM7325'SOUTH OF WOODBURY ALONG STATE HIGHWAYS M-66 AND M-43.  IN THE
 DM7325'NORTHEAST 1/4 OF SECTION 13, T4N, R7W.
 DM7325'
 DM7325'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66, M-50
 DM7325'AND M-43 AT THE SOUTH END OF WOODBURY, GO SOUTHERLY ON M-66 AND M-43
 DM7325'FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF JORDON ROAD, SAGINAW
 DM7325'HIGHWAY AND SADDLEBAG LAKE ROAD AND THE STATION ON THE LEFT IN THE
 DM7325'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DM7325'
 DM7325'THE STATION IS LOCATED 1001 FT (305.1 M) SOUTH OF THE CENTERLINE OF
 DM7325'SAGINAW HIGHWAY, 51.5 FT (15.7 M) EAST OF THE CENTERLINE OF M-66 AND
 DM7325'M-43, 41.5 FT (12.6 M) WEST OF THE CENTERLINE OF SADDLEBAG LAKE ROAD
 DM7325'AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7358 ***********************************************************************
 DM7358  DESIGNATION -  08411
 DM7358  PID         -  DM7358
 DM7358  STATE/COUNTY-  MI/BARRY
 DM7358  COUNTRY     -  US
 DM7358  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7358
 DM7358                         *CURRENT SURVEY CONTROL
 DM7358  ______________________________________________________________________
 DM7358* NAD 83(1986) POSITION- 42 42 45.     (N) 085 05 42.     (W)   SCALED
 DM7358* NAVD 88 ORTHO HEIGHT -   260.701 (meters)      855.32  (feet) ADJUSTED
 DM7358  ______________________________________________________________________
 DM7358  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 DM7358  DYNAMIC HEIGHT  -        260.621 (meters)      855.05  (feet) COMP
 DM7358  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 DM7358
 DM7358  VERT ORDER      -  SECOND    CLASS I
 DM7358
 DM7358.The horizontal coordinates were scaled from a map and have
 DM7358.an estimated accuracy of +/- 6 seconds.
 DM7358
 DM7358.The orthometric height was determined by differential leveling and
 DM7358.adjusted by the NATIONAL GEODETIC SURVEY
 DM7358.in August 2013.
 DM7358
 DM7358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7358.GEOID18 height accuracy estimate available here.
 DM7358
 DM7358.Click photographs - Photos may exist for this station.
 DM7358
 DM7358.The dynamic height is computed by dividing the NAVD 88
 DM7358.geopotential number by the normal gravity value computed on the
 DM7358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7358.degrees latitude (g = 980.6199 gals.).
 DM7358
 DM7358.The modeled gravity was interpolated from observed gravity values.
 DM7358
 DM7358;                    North         East    Units  Estimated Accuracy
 DM7358;SPC MI S     -   134,940.    3,940,340.      MT  (+/- 180 meters Scaled)
 DM7358
 DM7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN559306(NAD 83)
 DM7358
 DM7358                          SUPERSEDED SURVEY CONTROL
 DM7358
 DM7358.No superseded survey control is available for this station.
 DM7358
 DM7358_MARKER: DD = SURVEY DISK
 DM7358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7358_STAMPING: 08411
 DM7358_MARK LOGO: MIDT
 DM7358_PROJECTION: FLUSH
 DM7358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7358+STABILITY: SURFACE MOTION
 DM7358
 DM7358  HISTORY     - Date     Condition        Report By
 DM7358  HISTORY     - 2001     MONUMENTED       MI-015
 DM7358  HISTORY     - 20060518 GOOD             MIDT
 DM7358
 DM7358                          STATION DESCRIPTION
 DM7358
 DM7358'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7358'THE STATION IS LOCATED APPROXIMATELY 10.9 MI (17.5 KM) EAST-NORTHEAST
 DM7358'OF HASTINGS, 8.0 MI (12.9 KM) NORTH OF NASHVILLE, 3.5 MI (5.6 KM)
 DM7358'SOUTH-SOUTHWEST OF WOODBURY ALONG STATE HIGHWAY M-66 AND IN THE
 DM7358'NORTHWEST 1/4 OF SECTION 25, T4N, R7W.
 DM7358'
 DM7358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66, M-50
 DM7358'AND M-43 AT THE SOUTHERN END OF WOODBURY, GO SOUTH ON M-66 FOR 3.5 MI
 DM7358'(5.6 KM) TO THE INTERSECTION OF BARNUM ROAD AND THE STATION ON THE
 DM7358'LEFT IN THE SOUTHERN QUADRANT OF THE INTERSECTION IN THE CLEAR VISION
 DM7358'AREA.
 DM7358'
 DM7358'THE STATION IS LOCATED 86.5 FT (26.4 M) WEST OF A UTILITY POLE, 57.5
 DM7358'FT (17.5 M) SOUTH OF THE CENTERLINE OF BARNUM ROAD, 42.7 FT (13.0 M)
 DM7358'EAST OF THE CENTERLINE OF M-66 AND 3 FT (0.9 M) WEST OF A CARSONITE
 DM7358'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7357 ***********************************************************************
 DM7357  DESIGNATION -  08412
 DM7357  PID         -  DM7357
 DM7357  STATE/COUNTY-  MI/BARRY
 DM7357  COUNTRY     -  US
 DM7357  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7357
 DM7357                         *CURRENT SURVEY CONTROL
 DM7357  ______________________________________________________________________
 DM7357* NAD 83(1986) POSITION- 42 41 52.     (N) 085 05 42.     (W)   SCALED
 DM7357* NAVD 88 ORTHO HEIGHT -   258.992 (meters)      849.71  (feet) ADJUSTED
 DM7357  ______________________________________________________________________
 DM7357  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 DM7357  DYNAMIC HEIGHT  -        258.913 (meters)      849.45  (feet) COMP
 DM7357  MODELED GRAVITY -    980,307.8   (mgal)                       NAVD 88
 DM7357
 DM7357  VERT ORDER      -  SECOND    CLASS I
 DM7357
 DM7357.The horizontal coordinates were scaled from a map and have
 DM7357.an estimated accuracy of +/- 6 seconds.
 DM7357
 DM7357.The orthometric height was determined by differential leveling and
 DM7357.adjusted by the NATIONAL GEODETIC SURVEY
 DM7357.in August 2013.
 DM7357
 DM7357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7357.GEOID18 height accuracy estimate available here.
 DM7357
 DM7357.Click photographs - Photos may exist for this station.
 DM7357
 DM7357.The dynamic height is computed by dividing the NAVD 88
 DM7357.geopotential number by the normal gravity value computed on the
 DM7357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7357.degrees latitude (g = 980.6199 gals.).
 DM7357
 DM7357.The modeled gravity was interpolated from observed gravity values.
 DM7357
 DM7357;                    North         East    Units  Estimated Accuracy
 DM7357;SPC MI S     -   133,300.    3,940,330.      MT  (+/- 180 meters Scaled)
 DM7357
 DM7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN560290(NAD 83)
 DM7357
 DM7357                          SUPERSEDED SURVEY CONTROL
 DM7357
 DM7357.No superseded survey control is available for this station.
 DM7357
 DM7357_MARKER: DD = SURVEY DISK
 DM7357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7357_STAMPING: 08412
 DM7357_MARK LOGO: MIDT
 DM7357_PROJECTION: FLUSH
 DM7357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7357+STABILITY: SURFACE MOTION
 DM7357
 DM7357  HISTORY     - Date     Condition        Report By
 DM7357  HISTORY     - 2001     MONUMENTED       MI-015
 DM7357  HISTORY     - 20060518 GOOD             MIDT
 DM7357
 DM7357                          STATION DESCRIPTION
 DM7357
 DM7357'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7357'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) EAST-NORTHEAST
 DM7357'OF HASTINGS, 6.6 MI (10.6 KM) NORTH OF NASHVILLE, 4.5 MI (7.2 KM)
 DM7357'SOUTH-SOUTHWEST OF WOODBURY ALONG HIGHWAY M-66 AND IN THE NORTHWEST
 DM7357'1/4 OF SECTION 36, T4N, R7W.
 DM7357'
 DM7357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79
 DM7357'IN THE VILLAGE OF NASHVILLE, GO NORTH ON M-66 FOR 6.7 MI (10.8 KM) TO
 DM7357'THE INTERSECTION OF DAVENPORT ROAD AND THE STATION ON THE RIGHT IN THE
 DM7357'SOUTHEAST QUADRANT OF THE INTERSECTION NEAR THE SOUTHERLY END OF THE
 DM7357'CLEAR VISION AREA..
 DM7357'
 DM7357'THE STATION IS LOCATED 182.0 FT (55.5 M) SOUTH OF THE CENTERLINE OF
 DM7357'DAVENPORT ROAD, 57.O FT (17.4 M) EAST OF THE CENTERLINE OF M-66, 19.0
 DM7357'FT (5.8 M) WEST OF THE SOUTHERN MOST CLEAR VISION FENCE CORNER POST
 DM7357'AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7356 ***********************************************************************
 DM7356  DESIGNATION -  08413
 DM7356  PID         -  DM7356
 DM7356  STATE/COUNTY-  MI/BARRY
 DM7356  COUNTRY     -  US
 DM7356  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7356
 DM7356                         *CURRENT SURVEY CONTROL
 DM7356  ______________________________________________________________________
 DM7356* NAD 83(1986) POSITION- 42 39 15.     (N) 085 05 42.     (W)   SCALED
 DM7356* NAVD 88 ORTHO HEIGHT -   276.236 (meters)      906.28  (feet) ADJUSTED
 DM7356  ______________________________________________________________________
 DM7356  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 DM7356  DYNAMIC HEIGHT  -        276.150 (meters)      906.00  (feet) COMP
 DM7356  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 DM7356
 DM7356  VERT ORDER      -  SECOND    CLASS I
 DM7356
 DM7356.The horizontal coordinates were scaled from a map and have
 DM7356.an estimated accuracy of +/- 6 seconds.
 DM7356
 DM7356.The orthometric height was determined by differential leveling and
 DM7356.adjusted by the NATIONAL GEODETIC SURVEY
 DM7356.in August 2013.
 DM7356
 DM7356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7356.GEOID18 height accuracy estimate available here.
 DM7356
 DM7356.Click photographs - Photos may exist for this station.
 DM7356
 DM7356.The dynamic height is computed by dividing the NAVD 88
 DM7356.geopotential number by the normal gravity value computed on the
 DM7356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7356.degrees latitude (g = 980.6199 gals.).
 DM7356
 DM7356.The modeled gravity was interpolated from observed gravity values.
 DM7356
 DM7356;                    North         East    Units  Estimated Accuracy
 DM7356;SPC MI S     -   128,460.    3,940,290.      MT  (+/- 180 meters Scaled)
 DM7356
 DM7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN561241(NAD 83)
 DM7356
 DM7356                          SUPERSEDED SURVEY CONTROL
 DM7356
 DM7356.No superseded survey control is available for this station.
 DM7356
 DM7356_MARKER: DD = SURVEY DISK
 DM7356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7356_STAMPING: 08413
 DM7356_MARK LOGO: MIDT
 DM7356_PROJECTION: FLUSH
 DM7356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7356+STABILITY: SURFACE MOTION
 DM7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7356+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DM7356
 DM7356  HISTORY     - Date     Condition        Report By
 DM7356  HISTORY     - 2001     MONUMENTED       MI-015
 DM7356  HISTORY     - 20060518 GOOD             MIDT
 DM7356  HISTORY     - 20250714 GOOD             MIDT
 DM7356
 DM7356                          STATION DESCRIPTION
 DM7356
 DM7356'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7356'THE STATION IS LOCATED APPROXIMATELY 9.7 MI (15.6 KM) EAST OF
 DM7356'HASTINGS, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF WOODLAND, 4.0 MI (6.4 KM)
 DM7356'NORTH-NORTHWEST OF VERMONTVILLE, 3.8 MI (6.1 KM) NORTH OF NASHVILLE
 DM7356'ALONG STATE HIGHWAY M-66 AND IN THE SOUTHWEST 1/4 OF SECTION 12, T3N,
 DM7356'R7W.
 DM7356'
 DM7356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79
 DM7356'IN THE VILLAGE OF NASHVILLE, GO NORTH ON M-66 FOR 3.7 MI (6.0 KM) TO
 DM7356'THE INTERSECTION OF GARDNER ROAD AND THE STATION ON THE RIGHT IN THE
 DM7356'NORTHWEST QUADRANT OF THE INTERSECTION AND IN THE CLEAR VISION AREA.
 DM7356'
 DM7356'THE STATION IS LOCATED 46.0 FT (14.0 M) EAST OF THE CENTERLINE OF
 DM7356'M-66, 40.0 FT (12.2 M) NORTH OF THE CENTERLINE OF GARDNER ROAD, 21.5
 DM7356'FT (6.6 M) NORTH-NORTHEAST FROM THE NORTHERN MOST POST ON STOP SIGN
 DM7356'AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
 DM7356
 DM7356                          STATION RECOVERY (2025)
 DM7356
 DM7356'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DM7356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7355 ***********************************************************************
 DM7355  DESIGNATION -  08414
 DM7355  PID         -  DM7355
 DM7355  STATE/COUNTY-  MI/BARRY
 DM7355  COUNTRY     -  US
 DM7355  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7355
 DM7355                         *CURRENT SURVEY CONTROL
 DM7355  ______________________________________________________________________
 DM7355* NAD 83(1986) POSITION- 42 38 22.     (N) 085 05 43.     (W)   SCALED
 DM7355* NAVD 88 ORTHO HEIGHT -   273.955 (meters)      898.80  (feet) ADJUSTED
 DM7355  ______________________________________________________________________
 DM7355  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 DM7355  DYNAMIC HEIGHT  -        273.869 (meters)      898.52  (feet) COMP
 DM7355  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 DM7355
 DM7355  VERT ORDER      -  SECOND    CLASS I
 DM7355
 DM7355.The horizontal coordinates were scaled from a map and have
 DM7355.an estimated accuracy of +/- 6 seconds.
 DM7355
 DM7355.The orthometric height was determined by differential leveling and
 DM7355.adjusted by the NATIONAL GEODETIC SURVEY
 DM7355.in August 2013.
 DM7355
 DM7355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7355.GEOID18 height accuracy estimate available here.
 DM7355
 DM7355.Click photographs - Photos may exist for this station.
 DM7355
 DM7355.The dynamic height is computed by dividing the NAVD 88
 DM7355.geopotential number by the normal gravity value computed on the
 DM7355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7355.degrees latitude (g = 980.6199 gals.).
 DM7355
 DM7355.The modeled gravity was interpolated from observed gravity values.
 DM7355
 DM7355;                    North         East    Units  Estimated Accuracy
 DM7355;SPC MI S     -   126,830.    3,940,250.      MT  (+/- 180 meters Scaled)
 DM7355
 DM7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN561225(NAD 83)
 DM7355
 DM7355                          SUPERSEDED SURVEY CONTROL
 DM7355
 DM7355.No superseded survey control is available for this station.
 DM7355
 DM7355_MARKER: DD = SURVEY DISK
 DM7355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7355_STAMPING: 08414
 DM7355_MARK LOGO: MIDT
 DM7355_PROJECTION: FLUSH
 DM7355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7355+STABILITY: SURFACE MOTION
 DM7355
 DM7355  HISTORY     - Date     Condition        Report By
 DM7355  HISTORY     - 2001     MONUMENTED       MI-015
 DM7355  HISTORY     - 20060518 GOOD             MIDT
 DM7355
 DM7355                          STATION DESCRIPTION
 DM7355
 DM7355'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7355'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) EAST OF
 DM7355'HASTINGS, 3.7 MI (6.0 KM) WEST-NORTHWEST OF VERMONTVILLE AND 2.5 MI
 DM7355'(4.0 KM) NORTH OF NASHVILLE AND IN THE SOUTHEAST 1/4 OF SECTION 14,
 DM7355'T3N, R7W.
 DM7355'
 DM7355'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79 IN
 DM7355'THE VILLAGE OF NASHVILLE, GO NORTH ON M-66 2.7 MI (4.3 KM) TO THE
 DM7355'INTERSECTION OF STATE ROAD AND THE STATION ON THE LEFT IN THE
 DM7355'NORTHWEST QUADRANT OF THE INTERSECTION, IN THE CLEAR VISION AREA.
 DM7355'
 DM7355'THE STATION IS LOCATED 76.2 FT (23.2 M) NORTH OF THE CENTERLINE OF
 DM7355'STATE ROAD, 42 FT (12.8 M) NORTHEAST OF TELEPHONE RISER, 27.5 FT (8.4
 DM7355'M) WEST OF THE CENTERLINE OF M-66 AND 3 FT (0.9 M) EAST OF A CARSONITE
 DM7355'MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7354 ***********************************************************************
 DM7354  DESIGNATION -  08415
 DM7354  PID         -  DM7354
 DM7354  STATE/COUNTY-  MI/BARRY
 DM7354  COUNTRY     -  US
 DM7354  USGS QUAD   -  SAUBEE LAKE (2017)
 DM7354
 DM7354                         *CURRENT SURVEY CONTROL
 DM7354  ______________________________________________________________________
 DM7354* NAD 83(1986) POSITION- 42 37 31.     (N) 085 05 42.     (W)   SCALED
 DM7354* NAVD 88 ORTHO HEIGHT -   285.171 (meters)      935.60  (feet) ADJUSTED
 DM7354  ______________________________________________________________________
 DM7354  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 DM7354  DYNAMIC HEIGHT  -        285.082 (meters)      935.31  (feet) COMP
 DM7354  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 DM7354
 DM7354  VERT ORDER      -  SECOND    CLASS I
 DM7354
 DM7354.The horizontal coordinates were scaled from a map and have
 DM7354.an estimated accuracy of +/- 6 seconds.
 DM7354
 DM7354.The orthometric height was determined by differential leveling and
 DM7354.adjusted by the NATIONAL GEODETIC SURVEY
 DM7354.in August 2013.
 DM7354
 DM7354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7354.GEOID18 height accuracy estimate available here.
 DM7354
 DM7354.Click photographs - Photos may exist for this station.
 DM7354
 DM7354.The dynamic height is computed by dividing the NAVD 88
 DM7354.geopotential number by the normal gravity value computed on the
 DM7354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7354.degrees latitude (g = 980.6199 gals.).
 DM7354
 DM7354.The modeled gravity was interpolated from observed gravity values.
 DM7354
 DM7354;                    North         East    Units  Estimated Accuracy
 DM7354;SPC MI S     -   125,250.    3,940,260.      MT  (+/- 180 meters Scaled)
 DM7354
 DM7354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN562209(NAD 83)
 DM7354
 DM7354                          SUPERSEDED SURVEY CONTROL
 DM7354
 DM7354.No superseded survey control is available for this station.
 DM7354
 DM7354_MARKER: DD = SURVEY DISK
 DM7354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7354_STAMPING: 08415
 DM7354_MARK LOGO: MIDT
 DM7354_PROJECTION: FLUSH
 DM7354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7354+STABILITY: SURFACE MOTION
 DM7354
 DM7354  HISTORY     - Date     Condition        Report By
 DM7354  HISTORY     - 2001     MONUMENTED       MI-015
 DM7354  HISTORY     - 20060518 GOOD             MIDT
 DM7354
 DM7354                          STATION DESCRIPTION
 DM7354
 DM7354'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7354'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) EAST-SOUTHEAST
 DM7354'OF HASTINGS, 3.60 MI (5.8 KM) WEST-SOUTHWEST OF VERMONTVILLE AND 1.50
 DM7354'MI (2.4 KM) NORTH OF NASHVILLE AND LOCATED IN THE SOUTHEAST 1/4 OF
 DM7354'SECTION 23, T3N, R7W.
 DM7354'
 DM7354'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79 IN
 DM7354'THE VILLAGE OF NASHVILLE, GO NORTH ON M-66 1.7 MI (2.7 KM) TO THE
 DM7354'INTERSECTION OF THORNAPPLE LAKE ROAD AND THE STATION ON THE LEFT IN
 DM7354'THE NORTHWEST QUADRANT OF THE INTERSECTION, IN THE CLEAR VISION AREA.
 DM7354'
 DM7354'THE STATION IS LOCATED 90.5 FT (27.6 M) NORTH OF THE CENTERLINE OF
 DM7354'THORNAPPLE LAKE ROAD 40 FT (12.2 M) WEST OF THE CENTERLINE OF M-66 33
 DM7354'FT (10.1 M) SOUTHEAST OF A UTILITY POLE 3 FT (0.9 M) WEST OF A
 DM7354'CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7353 ***********************************************************************
 DM7353  DESIGNATION -  08416
 DM7353  PID         -  DM7353
 DM7353  STATE/COUNTY-  MI/BARRY
 DM7353  COUNTRY     -  US
 DM7353  USGS QUAD   -  NASHVILLE (2017)
 DM7353
 DM7353                         *CURRENT SURVEY CONTROL
 DM7353  ______________________________________________________________________
 DM7353* NAD 83(1986) POSITION- 42 36 40.     (N) 085 05 36.     (W)   SCALED
 DM7353* NAVD 88 ORTHO HEIGHT -   263.417 (meters)      864.23  (feet) ADJUSTED
 DM7353  ______________________________________________________________________
 DM7353  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 DM7353  DYNAMIC HEIGHT  -        263.334 (meters)      863.96  (feet) COMP
 DM7353  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 DM7353
 DM7353  VERT ORDER      -  SECOND    CLASS I
 DM7353
 DM7353.The horizontal coordinates were scaled from a map and have
 DM7353.an estimated accuracy of +/- 6 seconds.
 DM7353
 DM7353.The orthometric height was determined by differential leveling and
 DM7353.adjusted by the NATIONAL GEODETIC SURVEY
 DM7353.in August 2013.
 DM7353
 DM7353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7353.GEOID18 height accuracy estimate available here.
 DM7353
 DM7353.Click photographs - Photos may exist for this station.
 DM7353
 DM7353.The dynamic height is computed by dividing the NAVD 88
 DM7353.geopotential number by the normal gravity value computed on the
 DM7353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7353.degrees latitude (g = 980.6199 gals.).
 DM7353
 DM7353.The modeled gravity was interpolated from observed gravity values.
 DM7353
 DM7353;                    North         East    Units  Estimated Accuracy
 DM7353;SPC MI S     -   123,680.    3,940,380.      MT  (+/- 180 meters Scaled)
 DM7353
 DM7353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN563193(NAD 83)
 DM7353
 DM7353                          SUPERSEDED SURVEY CONTROL
 DM7353
 DM7353.No superseded survey control is available for this station.
 DM7353
 DM7353_MARKER: DD = SURVEY DISK
 DM7353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7353_STAMPING: 08416
 DM7353_MARK LOGO: MIDT
 DM7353_PROJECTION: FLUSH
 DM7353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7353+STABILITY: SURFACE MOTION
 DM7353
 DM7353  HISTORY     - Date     Condition        Report By
 DM7353  HISTORY     - 2001     MONUMENTED       MI-015
 DM7353  HISTORY     - 20060518 GOOD             MIDT
 DM7353
 DM7353                          STATION DESCRIPTION
 DM7353
 DM7353'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7353'THE STATION IS LOCATED IN THE VILLAGE OF NASHVILLE WHICH IS
 DM7353'APPROXIMATELY 16.8 KM (10.4 MI) SOUTHEAST OF HASTINGS, 15.9 KM (9.9
 DM7353'MI) NORTHEAST OF DOWLING AND 6.3 KM (3.9 MI) SOUTHWEST OF VERMONTVILLE
 DM7353'AND IN THE SOUTHWEST 1/4 OF SECTION 25, T3N, R7W.
 DM7353'
 DM7353'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79 IN
 DM7353'THE VILLAGE OF NASHVILLE, GO NORTH ON M-66 FOR 0.7 MI (1.1 KM) TO THE
 DM7353'INTERSECTION OF BRUMM ROAD (WEST) AND THE STATION ON THE RIGHT.
 DM7353'
 DM7353'THE STATION IS LOCATED 126 FT (38.4 M) NORTH OF THE CENTERLINE OF
 DM7353'BRUMM ROAD, 50.5 FT (15.4 M) SOUTHWEST OF A UTILITY POLE, 26 FT (7.9
 DM7353'M) EAST OF THE CENTERLINE OF M-66 AND 3 FT (0.9 M) WEST OF A CARSONITE
 DM7353'MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7350 ***********************************************************************
 DM7350  DESIGNATION -  08418
 DM7350  PID         -  DM7350
 DM7350  STATE/COUNTY-  MI/BARRY
 DM7350  COUNTRY     -  US
 DM7350  USGS QUAD   -  NASHVILLE (2017)
 DM7350
 DM7350                         *CURRENT SURVEY CONTROL
 DM7350  ______________________________________________________________________
 DM7350* NAD 83(1986) POSITION- 42 35 59.     (N) 085 05 38.     (W)   SCALED
 DM7350* NAVD 88 ORTHO HEIGHT -   250.877 (meters)      823.09  (feet) ADJUSTED
 DM7350  ______________________________________________________________________
 DM7350  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 DM7350  DYNAMIC HEIGHT  -        250.798 (meters)      822.83  (feet) COMP
 DM7350  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 DM7350
 DM7350  VERT ORDER      -  SECOND    CLASS I
 DM7350
 DM7350.The horizontal coordinates were scaled from a map and have
 DM7350.an estimated accuracy of +/- 6 seconds.
 DM7350
 DM7350.The orthometric height was determined by differential leveling and
 DM7350.adjusted by the NATIONAL GEODETIC SURVEY
 DM7350.in August 2013.
 DM7350
 DM7350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7350.GEOID18 height accuracy estimate available here.
 DM7350
 DM7350.Click photographs - Photos may exist for this station.
 DM7350
 DM7350.The dynamic height is computed by dividing the NAVD 88
 DM7350.geopotential number by the normal gravity value computed on the
 DM7350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7350.degrees latitude (g = 980.6199 gals.).
 DM7350
 DM7350.The modeled gravity was interpolated from observed gravity values.
 DM7350
 DM7350;                    North         East    Units  Estimated Accuracy
 DM7350;SPC MI S     -   122,410.    3,940,320.      MT  (+/- 180 meters Scaled)
 DM7350
 DM7350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN563181(NAD 83)
 DM7350
 DM7350                          SUPERSEDED SURVEY CONTROL
 DM7350
 DM7350.No superseded survey control is available for this station.
 DM7350
 DM7350_MARKER: DD = SURVEY DISK
 DM7350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7350_STAMPING: 08418
 DM7350_MARK LOGO: MIDT
 DM7350_PROJECTION: FLUSH
 DM7350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7350+STABILITY: SURFACE MOTION
 DM7350
 DM7350  HISTORY     - Date     Condition        Report By
 DM7350  HISTORY     - 2001     MONUMENTED       MI-015
 DM7350  HISTORY     - 20060515 GOOD             MIDT
 DM7350
 DM7350                          STATION DESCRIPTION
 DM7350
 DM7350'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7350'THE STATION IS LOCATED IN THE VILLAGE OF NASHVILLE AT THE JUNCTION OF
 DM7350'STATE HIGHWAYS M-66 AND M-79 AND IN THE SOUTHWEST QUADRANT OF THE
 DM7350'INTERSECTION.  SOUTHWEST 1/4 OF SECTION 36, T3N, R7W.
 DM7350'
 DM7350'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND
 DM7350'M-79 SOUTH OF HASTINGS, GO EASTERLY ON STATE HIGHWAY M-79 FOR 9.3 MI
 DM7350'(14.97 KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION OF STATE
 DM7350'HIGHWAY M-66.
 DM7350'
 DM7350'STATION IS LOCATED 71 FT ( 21.6 M) SOUTH OF THE CENTERLINE OF M-79, 34
 DM7350'FT (10.4 M) SOUTHEAST OF THE TOP CENTER OF A FIRE HYDRANT, 33 FT (10
 DM7350'M) WEST OF THE CENTERLINE OF M-66 AND 3 FT (0.9 M) (0.9 M) NORTH OF A
 DM7350'CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7351 ***********************************************************************
 DM7351  DESIGNATION -  08419
 DM7351  PID         -  DM7351
 DM7351  STATE/COUNTY-  MI/BARRY
 DM7351  COUNTRY     -  US
 DM7351  USGS QUAD   -  NASHVILLE (2017)
 DM7351
 DM7351                         *CURRENT SURVEY CONTROL
 DM7351  ______________________________________________________________________
 DM7351* NAD 83(1986) POSITION- 42 35 41.     (N) 085 04 40.     (W)   SCALED
 DM7351* NAVD 88 ORTHO HEIGHT -   252.591 (meters)      828.71  (feet) ADJUSTED
 DM7351  ______________________________________________________________________
 DM7351  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 DM7351  DYNAMIC HEIGHT  -        252.510 (meters)      828.44  (feet) COMP
 DM7351  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 DM7351
 DM7351  VERT ORDER      -  SECOND    CLASS I
 DM7351
 DM7351.The horizontal coordinates were scaled from a map and have
 DM7351.an estimated accuracy of +/- 6 seconds.
 DM7351
 DM7351.The orthometric height was determined by differential leveling and
 DM7351.adjusted by the NATIONAL GEODETIC SURVEY
 DM7351.in August 2013.
 DM7351
 DM7351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7351.GEOID18 height accuracy estimate available here.
 DM7351
 DM7351.Click photographs - Photos may exist for this station.
 DM7351
 DM7351.The dynamic height is computed by dividing the NAVD 88
 DM7351.geopotential number by the normal gravity value computed on the
 DM7351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7351.degrees latitude (g = 980.6199 gals.).
 DM7351
 DM7351.The modeled gravity was interpolated from observed gravity values.
 DM7351
 DM7351;                    North         East    Units  Estimated Accuracy
 DM7351;SPC MI S     -   121,850.    3,941,640.      MT  (+/- 180 meters Scaled)
 DM7351
 DM7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN577176(NAD 83)
 DM7351
 DM7351                          SUPERSEDED SURVEY CONTROL
 DM7351
 DM7351.No superseded survey control is available for this station.
 DM7351
 DM7351_MARKER: DD = SURVEY DISK
 DM7351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7351_STAMPING: 08419
 DM7351_MARK LOGO: MIDT
 DM7351_PROJECTION: FLUSH
 DM7351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7351+STABILITY: SURFACE MOTION
 DM7351
 DM7351  HISTORY     - Date     Condition        Report By
 DM7351  HISTORY     - 2001     MONUMENTED       MI-015
 DM7351  HISTORY     - 20060518 GOOD             MIDT
 DM7351
 DM7351                          STATION DESCRIPTION
 DM7351
 DM7351'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7351'THE STATION IS LOCATED IN THE VILLAGE OF NASHVILLE, WHICH IS 11.9 MI
 DM7351'(19.1 KM) NORTH-NORTHWEST OF BELLEVUE, 10.5 MI (16.9 KM) SOUTHEAST OF
 DM7351'HASTING AND 3.9 SOUTHWEST OF VERMONTVILLE.  NEAR THE NORTHWEST 1/4 OF
 DM7351'SECTION 1, T2N, R7W.
 DM7351'
 DM7351'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79 IN
 DM7351'THE VILLAGE OF NASHVILLE, GO SOUTH ON M-66 0.3 MI (0.5 KM) TO THE
 DM7351'STATION ON THE LEFT, IN FRONT OF THE MAPLE GROVE TOWN HALL.
 DM7351'
 DM7351'THE STATION IS LOCATED 169.5 FT (51.7 M) SOUTH OF THE CENTERLINE OF
 DM7351'DRIVEWAY TO MAPLE GROVE TOWN HALL, 111.5 FT (34.0 M) NORTH OF THE TOP
 DM7351'CENTER OF A FIRE HYDRANT, 35 FT (10.7 M) EAST OF THE CENTERLINE OF
 DM7351'M-66/M-79.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7352 ***********************************************************************
 DM7352  DESIGNATION -  08420
 DM7352  PID         -  DM7352
 DM7352  STATE/COUNTY-  MI/BARRY
 DM7352  COUNTRY     -  US
 DM7352  USGS QUAD   -  NASHVILLE (2017)
 DM7352
 DM7352                         *CURRENT SURVEY CONTROL
 DM7352  ______________________________________________________________________
 DM7352* NAD 83(1986) POSITION- 42 34 54.75   (N) 085 05 40.02   (W)   HD_HELD1
 DM7352* NAVD 88 ORTHO HEIGHT -   252.120 (meters)      827.16  (feet) ADJUSTED
 DM7352  ______________________________________________________________________
 DM7352  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 DM7352  DYNAMIC HEIGHT  -        252.040 (meters)      826.90  (feet) COMP
 DM7352  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 DM7352
 DM7352  VERT ORDER      -  SECOND    CLASS I
 DM7352
 DM7352.The horizontal coordinates were determined by differentially corrected
 DM7352.hand held GPS observations or other comparable positioning techniques
 DM7352.and have an estimated accuracy of +/- 3 meters.
 DM7352
 DM7352.The orthometric height was determined by differential leveling and
 DM7352.adjusted by the NATIONAL GEODETIC SURVEY
 DM7352.in August 2013.
 DM7352
 DM7352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7352.GEOID18 height accuracy estimate available here.
 DM7352
 DM7352.Click photographs - Photos may exist for this station.
 DM7352
 DM7352.The dynamic height is computed by dividing the NAVD 88
 DM7352.geopotential number by the normal gravity value computed on the
 DM7352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7352.degrees latitude (g = 980.6199 gals.).
 DM7352
 DM7352.The modeled gravity was interpolated from observed gravity values.
 DM7352
 DM7352;                    North         East    Units  Estimated Accuracy
 DM7352;SPC MI S     -   120,430.0   3,940,260.5     MT  (+/- 3 meters HH1 GPS) 
 DM7352
 DM7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5636916144(NAD 83)
 DM7352
 DM7352                          SUPERSEDED SURVEY CONTROL
 DM7352
 DM7352.No superseded survey control is available for this station.
 DM7352
 DM7352_MARKER: DD = SURVEY DISK
 DM7352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7352_STAMPING: 08420
 DM7352_MARK LOGO: MIDT
 DM7352_PROJECTION: FLUSH
 DM7352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7352+STABILITY: SURFACE MOTION
 DM7352
 DM7352  HISTORY     - Date     Condition        Report By
 DM7352  HISTORY     - 2001     MONUMENTED       MI-015
 DM7352  HISTORY     - 20060518 GOOD             MIDT
 DM7352
 DM7352                          STATION DESCRIPTION
 DM7352
 DM7352'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7352'STATION IS LOCATED APPROXIMATELY 10.7 MI (17.2 KM) SOUTHEAST OF
 DM7352'HASTINGS, 10.1 MI (16.3 KM) NORTH-NORTHEAST OF BELLEVUE AND 4.8 MI
 DM7352'(7.7 KM) SOUTHWEST OF VERMONTVILLE IN THE SOUTHEAST 1/4 OF SECTION 2,
 DM7352'T2N, R7W.
 DM7352'
 DM7352'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-66 AND M-79 IN
 DM7352'THE VILLAGE OF NASHVILLE, GO SOUTH ON M-66 1.2 MI (1.9 KM) TO THE
 DM7352'INTERSECTION OF BIVENS ROAD AND THE STATION ON THE RIGHT, IN THE
 DM7352'NORTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7352'
 DM7352'THE STATION IS LOCATED 91 FT (27.7 M) NORTH-NORTHWEST OF THE BASE OF A
 DM7352'STOP SIGN, 69 FT (21.0 M) NORTH OF THE CENTERLINE OF BIVENS ROAD AND
 DM7352'56 FT (17.1 M) WEST OF THE CENTERLINE OF M-66/M-79.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7375 ***********************************************************************
 DM7375  DESIGNATION -  08421
 DM7375  PID         -  DM7375
 DM7375  STATE/COUNTY-  MI/BARRY
 DM7375  COUNTRY     -  US
 DM7375  USGS QUAD   -  NASHVILLE (2017)
 DM7375
 DM7375                         *CURRENT SURVEY CONTROL
 DM7375  ______________________________________________________________________
 DM7375* NAD 83(1986) POSITION- 42 33 36.     (N) 085 06 49.     (W)   SCALED
 DM7375* NAVD 88 ORTHO HEIGHT -   267.145 (meters)      876.46  (feet) ADJUSTED
 DM7375  ______________________________________________________________________
 DM7375  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 DM7375  DYNAMIC HEIGHT  -        267.060 (meters)      876.18  (feet) COMP
 DM7375  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 DM7375
 DM7375  VERT ORDER      -  SECOND    CLASS I
 DM7375
 DM7375.The horizontal coordinates were scaled from a map and have
 DM7375.an estimated accuracy of +/- 6 seconds.
 DM7375
 DM7375.The orthometric height was determined by differential leveling and
 DM7375.adjusted by the NATIONAL GEODETIC SURVEY
 DM7375.in August 2013.
 DM7375
 DM7375.No vertical observational check was made to the station.
 DM7375
 DM7375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7375.GEOID18 height accuracy estimate available here.
 DM7375
 DM7375.Click photographs - Photos may exist for this station.
 DM7375
 DM7375.The dynamic height is computed by dividing the NAVD 88
 DM7375.geopotential number by the normal gravity value computed on the
 DM7375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7375.degrees latitude (g = 980.6199 gals.).
 DM7375
 DM7375.The modeled gravity was interpolated from observed gravity values.
 DM7375
 DM7375;                    North         East    Units  Estimated Accuracy
 DM7375;SPC MI S     -   118,010.    3,938,670.      MT  (+/- 180 meters Scaled)
 DM7375
 DM7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN548136(NAD 83)
 DM7375
 DM7375                          SUPERSEDED SURVEY CONTROL
 DM7375
 DM7375.No superseded survey control is available for this station.
 DM7375
 DM7375_MARKER: DD = SURVEY DISK
 DM7375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7375_STAMPING: 08421
 DM7375_MARK LOGO: MIDT
 DM7375_PROJECTION: FLUSH
 DM7375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7375+STABILITY: SURFACE MOTION
 DM7375
 DM7375  HISTORY     - Date     Condition        Report By
 DM7375  HISTORY     - 2001     MONUMENTED       MI-015
 DM7375  HISTORY     - 20060518 GOOD             MIDT
 DM7375
 DM7375                          STATION DESCRIPTION
 DM7375
 DM7375'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7375'THE STATION IS LOCATED APPROXIMATELY 15.1 KM (9.4 MI) NORTH-NORTHWEST
 DM7375'OF BELLEVUE, 12.1 KM (7.5 MI) EAST-NORTHEAST OF DOWLING, 5.3 KM (3.3
 DM7375'MI) SOUTH-SOUTHWEST OF NASHVILLE IN THE NORTHWEST 1/4 OF SECTION 14,
 DM7375'T2N, R7W.
 DM7375'
 DM7375'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7375'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 3.3 MI (5.3 KM) TO THE
 DM7375'INTERSECTION OF GUY ROAD AND THE STATION ON THE RIGHT IN THE NORTHWEST
 DM7375'QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7375'
 DM7375'THE STATION IS LOCATED 50 FT (15.2 M) EAST OF THE CENTERLINE OF GUY
 DM7375'ROAD, 34 FT (10.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF M 66 AND
 DM7375'10.5 FT (3.2 M) SOUTHEAST OF A TELEPHONE RISER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7374 ***********************************************************************
 DM7374  DESIGNATION -  08422
 DM7374  PID         -  DM7374
 DM7374  STATE/COUNTY-  MI/BARRY
 DM7374  COUNTRY     -  US
 DM7374  USGS QUAD   -  MAPLE GROVE (2017)
 DM7374
 DM7374                         *CURRENT SURVEY CONTROL
 DM7374  ______________________________________________________________________
 DM7374* NAD 83(1986) POSITION- 42 32 54.     (N) 085 07 58.     (W)   SCALED
 DM7374* NAVD 88 ORTHO HEIGHT -   295.739 (meters)      970.27  (feet) ADJUSTED
 DM7374  ______________________________________________________________________
 DM7374  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 DM7374  DYNAMIC HEIGHT  -        295.645 (meters)      969.96  (feet) COMP
 DM7374  MODELED GRAVITY -    980,295.0   (mgal)                       NAVD 88
 DM7374
 DM7374  VERT ORDER      -  SECOND    CLASS I
 DM7374
 DM7374.The horizontal coordinates were scaled from a map and have
 DM7374.an estimated accuracy of +/- 6 seconds.
 DM7374
 DM7374.The orthometric height was determined by differential leveling and
 DM7374.adjusted by the NATIONAL GEODETIC SURVEY
 DM7374.in August 2013.
 DM7374
 DM7374.No vertical observational check was made to the station.
 DM7374
 DM7374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7374.GEOID18 height accuracy estimate available here.
 DM7374
 DM7374.Click photographs - Photos may exist for this station.
 DM7374
 DM7374.The dynamic height is computed by dividing the NAVD 88
 DM7374.geopotential number by the normal gravity value computed on the
 DM7374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7374.degrees latitude (g = 980.6199 gals.).
 DM7374
 DM7374.The modeled gravity was interpolated from observed gravity values.
 DM7374
 DM7374;                    North         East    Units  Estimated Accuracy
 DM7374;SPC MI S     -   116,730.    3,937,080.      MT  (+/- 180 meters Scaled)
 DM7374
 DM7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN533123(NAD 83)
 DM7374
 DM7374                          SUPERSEDED SURVEY CONTROL
 DM7374
 DM7374.No superseded survey control is available for this station.
 DM7374
 DM7374_MARKER: DD = SURVEY DISK
 DM7374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7374_STAMPING: 08422
 DM7374_MARK LOGO: MIDT
 DM7374_PROJECTION: FLUSH
 DM7374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7374+STABILITY: SURFACE MOTION
 DM7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7374+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DM7374
 DM7374  HISTORY     - Date     Condition        Report By
 DM7374  HISTORY     - 2001     MONUMENTED       MI-015
 DM7374  HISTORY     - 20050518 GOOD             MIDT
 DM7374  HISTORY     - 20250714 GOOD             MIDT
 DM7374
 DM7374                          STATION DESCRIPTION
 DM7374
 DM7374'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7374'THE STATION IS LOCATED APPROXIMATELY 14.9 KM (9.3 MI) NORTHWEST OF
 DM7374'BELLEVUE, 9.9 KM (6.2 MI) EAST-NORTHEAST OF DOWLING, 7.0 KM (4.4 MI)
 DM7374'SOUTH-SOUTHWEST OF NASHVILLE IN THE NORTHWEST 1/4 OF SECTION 22, T2N,
 DM7374'R7W.
 DM7374'
 DM7374'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7374'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 4.6 MI (7.4 KM) TO THE
 DM7374'INTERSECTION OF ASSYRIA ROAD AND THE STATION ON THE RIGHT IN THE
 DM7374'SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7374'
 DM7374'THE STATION IS LOCATED 76 FT (23.2 M) SOUTH OF THE CENTERLINE OF
 DM7374'ASSYRIA ROAD 61 FT (18.6 M) WEST OF THE CENTERLINE OF M 66 AND 30 FT
 DM7374'(9.1 M) NORTH-NORTHEAST OF A 10 INCH (25 CM) WHITE PINE.
 DM7374
 DM7374                          STATION RECOVERY (2025)
 DM7374
 DM7374'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DM7374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7373 ***********************************************************************
 DM7373  DESIGNATION -  08423
 DM7373  PID         -  DM7373
 DM7373  STATE/COUNTY-  MI/BARRY
 DM7373  COUNTRY     -  US
 DM7373  USGS QUAD   -  MAPLE GROVE (2017)
 DM7373
 DM7373                         *CURRENT SURVEY CONTROL
 DM7373  ______________________________________________________________________
 DM7373* NAD 83(1986) POSITION- 42 32 16.     (N) 085 07 59.     (W)   SCALED
 DM7373* NAVD 88 ORTHO HEIGHT -   294.970 (meters)      967.75  (feet) ADJUSTED
 DM7373  ______________________________________________________________________
 DM7373  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 DM7373  DYNAMIC HEIGHT  -        294.876 (meters)      967.44  (feet) COMP
 DM7373  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 DM7373
 DM7373  VERT ORDER      -  SECOND    CLASS I
 DM7373
 DM7373.The horizontal coordinates were scaled from a map and have
 DM7373.an estimated accuracy of +/- 6 seconds.
 DM7373
 DM7373.The orthometric height was determined by differential leveling and
 DM7373.adjusted by the NATIONAL GEODETIC SURVEY
 DM7373.in August 2013.
 DM7373
 DM7373.No vertical observational check was made to the station.
 DM7373
 DM7373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7373.GEOID18 height accuracy estimate available here.
 DM7373
 DM7373.Click photographs - Photos may exist for this station.
 DM7373
 DM7373.The dynamic height is computed by dividing the NAVD 88
 DM7373.geopotential number by the normal gravity value computed on the
 DM7373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7373.degrees latitude (g = 980.6199 gals.).
 DM7373
 DM7373.The modeled gravity was interpolated from observed gravity values.
 DM7373
 DM7373;                    North         East    Units  Estimated Accuracy
 DM7373;SPC MI S     -   115,560.    3,937,050.      MT  (+/- 180 meters Scaled)
 DM7373
 DM7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN533111(NAD 83)
 DM7373
 DM7373                          SUPERSEDED SURVEY CONTROL
 DM7373
 DM7373.No superseded survey control is available for this station.
 DM7373
 DM7373_MARKER: DD = SURVEY DISK
 DM7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7373_STAMPING: 08423
 DM7373_MARK LOGO: MIDT
 DM7373_PROJECTION: FLUSH
 DM7373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7373+STABILITY: SURFACE MOTION
 DM7373
 DM7373  HISTORY     - Date     Condition        Report By
 DM7373  HISTORY     - 2001     MONUMENTED       MI-015
 DM7373  HISTORY     - 20060518 GOOD             MIDT
 DM7373
 DM7373                          STATION DESCRIPTION
 DM7373
 DM7373'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7373'THE STATION IS LOCATED APPROXIMATELY 14.1 KM (8.8 MI) NORTHWEST OF
 DM7373'BELLEVUE, 9.9 KM (6.2 MI) EAST OF DOWLING, 8.0 KM (5.0 MI)
 DM7373'SOUTH-SOUTHWEST OF NASHVILLE IN THE NORTHEAST 1/4 OF SECTION 28, T2N,
 DM7373'R7W.
 DM7373'
 DM7373'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7373'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 5.3 MI (8.5 KM) TO THE
 DM7373'INTERSECTION OF CLOVERDALE ROAD AND THE STATION ON THE RIGHT IN THE
 DM7373'SOUTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7373'
 DM7373'THE STATION IS LOCATED 47 FT (14.3 M) SOUTH OF THE CENTERLINE OF
 DM7373'CLOVERDALE ROAD AND 37 FT (11.3 M) WEST OF THE CENTERLINE OF M 66.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7372 ***********************************************************************
 DM7372  DESIGNATION -  08424
 DM7372  PID         -  DM7372
 DM7372  STATE/COUNTY-  MI/BARRY
 DM7372  COUNTRY     -  US
 DM7372  USGS QUAD   -  MAPLE GROVE (2017)
 DM7372
 DM7372                         *CURRENT SURVEY CONTROL
 DM7372  ______________________________________________________________________
 DM7372* NAD 83(1986) POSITION- 42 31 25.     (N) 085 07 59.     (W)   SCALED
 DM7372* NAVD 88 ORTHO HEIGHT -   280.491 (meters)      920.24  (feet) ADJUSTED
 DM7372  ______________________________________________________________________
 DM7372  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 DM7372  DYNAMIC HEIGHT  -        280.401 (meters)      919.95  (feet) COMP
 DM7372  MODELED GRAVITY -    980,293.7   (mgal)                       NAVD 88
 DM7372
 DM7372  VERT ORDER      -  SECOND    CLASS I
 DM7372
 DM7372.The horizontal coordinates were scaled from a map and have
 DM7372.an estimated accuracy of +/- 6 seconds.
 DM7372
 DM7372.The orthometric height was determined by differential leveling and
 DM7372.adjusted by the NATIONAL GEODETIC SURVEY
 DM7372.in August 2013.
 DM7372
 DM7372.No vertical observational check was made to the station.
 DM7372
 DM7372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7372.GEOID18 height accuracy estimate available here.
 DM7372
 DM7372.Click photographs - Photos may exist for this station.
 DM7372
 DM7372.The dynamic height is computed by dividing the NAVD 88
 DM7372.geopotential number by the normal gravity value computed on the
 DM7372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7372.degrees latitude (g = 980.6199 gals.).
 DM7372
 DM7372.The modeled gravity was interpolated from observed gravity values.
 DM7372
 DM7372;                    North         East    Units  Estimated Accuracy
 DM7372;SPC MI S     -   113,990.    3,937,030.      MT  (+/- 180 meters Scaled)
 DM7372
 DM7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN533096(NAD 83)
 DM7372
 DM7372                          SUPERSEDED SURVEY CONTROL
 DM7372
 DM7372.No superseded survey control is available for this station.
 DM7372
 DM7372_MARKER: DD = SURVEY DISK
 DM7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7372_STAMPING: 08424
 DM7372_MARK LOGO: MIDT
 DM7372_PROJECTION: FLUSH
 DM7372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7372+STABILITY: SURFACE MOTION
 DM7372
 DM7372  HISTORY     - Date     Condition        Report By
 DM7372  HISTORY     - 2001     MONUMENTED       MI-015
 DM7372  HISTORY     - 20060518 GOOD             MIDT
 DM7372
 DM7372                          STATION DESCRIPTION
 DM7372
 DM7372'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7372'THE STATION IS LOCATED APPROXIMATELY 14.1 KM (8.8 MI) NORTHWEST OF
 DM7372'BELLEVUE, 9.9 KM (6.2 MI) EAST OF DOWLING, 9.5 KM (5.9 MI)
 DM7372'SOUTH-SOUTHWEST OF NASHVILLE IN THE SOUTHEAST 1/4 OF SECTION 28, T2N,
 DM7372'R7W.
 DM7372'
 DM7372'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7372'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 6.3 MI (10.1 KM) TO THE
 DM7372'INTERSECTION OF DOWLING ROAD AND THE STATION ON THE RIGHT IN THE
 DM7372'NORTHWEST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7372'
 DM7372'THE STATION IS LOCATED 86.5 FT (26.4 M) NORTH OF THE CENTERLINE OF
 DM7372'DOWLING ROAD, 53 FT (16.2 M) NORTH-NORTHEAST OF A WHITE REFLECTOR POST
 DM7372'AND 31 FT (9.4 M) WEST OF THE CENTERLINE OF M 66.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7371 ***********************************************************************
 DM7371  DESIGNATION -  08425
 DM7371  PID         -  DM7371
 DM7371  STATE/COUNTY-  MI/BARRY
 DM7371  COUNTRY     -  US
 DM7371  USGS QUAD   -  MAPLE GROVE (2017)
 DM7371
 DM7371                         *CURRENT SURVEY CONTROL
 DM7371  ______________________________________________________________________
 DM7371* NAD 83(1986) POSITION- 42 30 30.     (N) 085 07 57.     (W)   SCALED
 DM7371* NAVD 88 ORTHO HEIGHT -   286.449 (meters)      939.79  (feet) ADJUSTED
 DM7371  ______________________________________________________________________
 DM7371  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 DM7371  DYNAMIC HEIGHT  -        286.357 (meters)      939.49  (feet) COMP
 DM7371  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 DM7371
 DM7371  VERT ORDER      -  SECOND    CLASS I
 DM7371
 DM7371.The horizontal coordinates were scaled from a map and have
 DM7371.an estimated accuracy of +/- 6 seconds.
 DM7371
 DM7371.The orthometric height was determined by differential leveling and
 DM7371.adjusted by the NATIONAL GEODETIC SURVEY
 DM7371.in August 2013.
 DM7371
 DM7371.No vertical observational check was made to the station.
 DM7371
 DM7371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7371.GEOID18 height accuracy estimate available here.
 DM7371
 DM7371.Click photographs - Photos may exist for this station.
 DM7371
 DM7371.The dynamic height is computed by dividing the NAVD 88
 DM7371.geopotential number by the normal gravity value computed on the
 DM7371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7371.degrees latitude (g = 980.6199 gals.).
 DM7371
 DM7371.The modeled gravity was interpolated from observed gravity values.
 DM7371
 DM7371;                    North         East    Units  Estimated Accuracy
 DM7371;SPC MI S     -   112,290.    3,937,060.      MT  (+/- 180 meters Scaled)
 DM7371
 DM7371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN534079(NAD 83)
 DM7371
 DM7371                          SUPERSEDED SURVEY CONTROL
 DM7371
 DM7371.No superseded survey control is available for this station.
 DM7371
 DM7371_MARKER: DD = SURVEY DISK
 DM7371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7371_STAMPING: 08425
 DM7371_MARK LOGO: MIDT
 DM7371_PROJECTION: FLUSH
 DM7371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7371+STABILITY: SURFACE MOTION
 DM7371
 DM7371  HISTORY     - Date     Condition        Report By
 DM7371  HISTORY     - 2001     MONUMENTED       MI-015
 DM7371  HISTORY     - 20060518 GOOD             MIDT
 DM7371
 DM7371                          STATION DESCRIPTION
 DM7371
 DM7371'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7371'THE STATION IS LOCATED APPROXIMATELY 11.9 KM (7.4 MI) NORTHWEST OF
 DM7371'BELLEVUE, 11.2 KM (7.0 MI) SOUTH-SOUTHWEST OF NASHVILLE, 10.0 KM (6.2
 DM7371'MI) EAST OF DOWLING IN THE NORTHWEST 1/4 OF SECTION 3, T1N, R7W.
 DM7371'
 DM7371'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7371'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 7.4 MI (11.9 KM) TO THE
 DM7371'INTERSECTION OF BUTLER ROAD AND THE STATION ON THE LEFT IN THE
 DM7371'SOUTHEAST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7371'
 DM7371'THE STATION IS LOCATED 70.5 FT (21.5 M) SOUTH OF THE CENTERLINE OF
 DM7371'BUTLER ROAD AND 51 FT (15.5 M) EAST OF THE CENTERLINE OF M 66.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7370 ***********************************************************************
 DM7370  DESIGNATION -  08426
 DM7370  PID         -  DM7370
 DM7370  STATE/COUNTY-  MI/BARRY
 DM7370  COUNTRY     -  US
 DM7370  USGS QUAD   -  BEDFORD (2017)
 DM7370
 DM7370                         *CURRENT SURVEY CONTROL
 DM7370  ______________________________________________________________________
 DM7370* NAD 83(1986) POSITION- 42 29 37.     (N) 085 07 54.     (W)   SCALED
 DM7370* NAVD 88 ORTHO HEIGHT -   284.002 (meters)      931.76  (feet) ADJUSTED
 DM7370  ______________________________________________________________________
 DM7370  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 DM7370  DYNAMIC HEIGHT  -        283.912 (meters)      931.47  (feet) COMP
 DM7370  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 DM7370
 DM7370  VERT ORDER      -  SECOND    CLASS I
 DM7370
 DM7370.The horizontal coordinates were scaled from a map and have
 DM7370.an estimated accuracy of +/- 6 seconds.
 DM7370
 DM7370.The orthometric height was determined by differential leveling and
 DM7370.adjusted by the NATIONAL GEODETIC SURVEY
 DM7370.in August 2013.
 DM7370
 DM7370.No vertical observational check was made to the station.
 DM7370
 DM7370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7370.GEOID18 height accuracy estimate available here.
 DM7370
 DM7370.Click photographs - Photos may exist for this station.
 DM7370
 DM7370.The dynamic height is computed by dividing the NAVD 88
 DM7370.geopotential number by the normal gravity value computed on the
 DM7370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7370.degrees latitude (g = 980.6199 gals.).
 DM7370
 DM7370.The modeled gravity was interpolated from observed gravity values.
 DM7370
 DM7370;                    North         East    Units  Estimated Accuracy
 DM7370;SPC MI S     -   110,650.    3,937,120.      MT  (+/- 180 meters Scaled)
 DM7370
 DM7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN535062(NAD 83)
 DM7370
 DM7370                          SUPERSEDED SURVEY CONTROL
 DM7370
 DM7370.No superseded survey control is available for this station.
 DM7370
 DM7370_MARKER: DD = SURVEY DISK
 DM7370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7370_STAMPING: 08426
 DM7370_MARK LOGO: MIDT
 DM7370_PROJECTION: FLUSH
 DM7370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7370+STABILITY: SURFACE MOTION
 DM7370
 DM7370  HISTORY     - Date     Condition        Report By
 DM7370  HISTORY     - 2001     MONUMENTED       MI-015
 DM7370  HISTORY     - 20060518 GOOD             MIDT
 DM7370
 DM7370                          STATION DESCRIPTION
 DM7370
 DM7370'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7370'THE STATION IS LOCATED APPROXIMATELY 12.8 KM (8.0 MI) SOUTH-SOUTHWEST
 DM7370'OF NASHVILLE, 10.7 KM (6.7 MI) WEST-NORTHWEST OF BELLEVUE, 10.7 KM
 DM7370'(6.7 MI) EAST-SOUTHEAST OF DOWLING IN THE NORTHWEST 1/4 OF SECTION 10,
 DM7370'T1N, R7W.
 DM7370'
 DM7370'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7370'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 8.4 MI (13.5 KM) TO THE
 DM7370'INTERSECTION OF LACEY ROAD AND THE STATION ON THE LEFT IN THE
 DM7370'SOUTHEAST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7370'
 DM7370'THE STATION IS LOCATED 170 FT (51.8 M) SOUTH OF THE CENTERLINE OF
 DM7370'LACEY ROAD, 103 FT (31.4 M) NORTH-NORTHWEST OF A UTILITY POLE AND 34.5
 DM7370'FT (10.5 M) EAST OF THE CENTERLINE OF M 66.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7369 ***********************************************************************
 DM7369  DESIGNATION -  08427
 DM7369  PID         -  DM7369
 DM7369  STATE/COUNTY-  MI/BARRY
 DM7369  COUNTRY     -  US
 DM7369  USGS QUAD   -  BEDFORD (2017)
 DM7369
 DM7369                         *CURRENT SURVEY CONTROL
 DM7369  ______________________________________________________________________
 DM7369* NAD 83(1986) POSITION- 42 27 39.     (N) 085 09 22.     (W)   SCALED
 DM7369* NAVD 88 ORTHO HEIGHT -   268.453 (meters)      880.75  (feet) ADJUSTED
 DM7369  ______________________________________________________________________
 DM7369  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 DM7369  DYNAMIC HEIGHT  -        268.369 (meters)      880.47  (feet) COMP
 DM7369  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 DM7369
 DM7369  VERT ORDER      -  SECOND    CLASS I
 DM7369
 DM7369.The horizontal coordinates were scaled from a map and have
 DM7369.an estimated accuracy of +/- 6 seconds.
 DM7369
 DM7369.The orthometric height was determined by differential leveling and
 DM7369.adjusted by the NATIONAL GEODETIC SURVEY
 DM7369.in August 2013.
 DM7369
 DM7369.No vertical observational check was made to the station.
 DM7369
 DM7369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7369.GEOID18 height accuracy estimate available here.
 DM7369
 DM7369.Click photographs - Photos may exist for this station.
 DM7369
 DM7369.The dynamic height is computed by dividing the NAVD 88
 DM7369.geopotential number by the normal gravity value computed on the
 DM7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7369.degrees latitude (g = 980.6199 gals.).
 DM7369
 DM7369.The modeled gravity was interpolated from observed gravity values.
 DM7369
 DM7369;                    North         East    Units  Estimated Accuracy
 DM7369;SPC MI S     -   107,030.    3,935,070.      MT  (+/- 180 meters Scaled)
 DM7369
 DM7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN516025(NAD 83)
 DM7369
 DM7369                          SUPERSEDED SURVEY CONTROL
 DM7369
 DM7369.No superseded survey control is available for this station.
 DM7369
 DM7369_MARKER: DD = SURVEY DISK
 DM7369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7369_STAMPING: 08427
 DM7369_MARK LOGO: MIDT
 DM7369_PROJECTION: FLUSH
 DM7369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7369+STABILITY: SURFACE MOTION
 DM7369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7369+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 DM7369
 DM7369  HISTORY     - Date     Condition        Report By
 DM7369  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7369  HISTORY     - 20060518 GOOD             MIDT
 DM7369  HISTORY     - 20230330 GOOD             MIDT
 DM7369
 DM7369                          STATION DESCRIPTION
 DM7369
 DM7369'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7369'THE STATION IS LOCATED APPROXIMATELY 16.7 KM SOUTH-SOUTHWEST OF
 DM7369'NASHVILLE, 11.5 KM WEST OF BELLEVUE, 10.5 KM SOUTHEAST OF DOWLING IN
 DM7369'THE NORTHEAST 1/4 OF SECTION 20, T1N, R7W.
 DM7369'
 DM7369'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7369'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 10.7 MILES (17.2 KM) TO THE
 DM7369'INTERSECTION OF WEST LAKE ROAD, TURN RIGHT AND GO WEST ON WEST LAKE
 DM7369'ROAD 1.3 MILES (2.1 KM) TO A PRIVATE DRIVE RIGHT (WATERBURY LANE) AND
 DM7369'THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 DM7369'INTERSECTION.
 DM7369'
 DM7369'THE STATION IS LOCATED 35 FT (10.7 M) EAST OF A UTILITY POLE, 36 FT
 DM7369'(11 M) NORTH OF THE CENTERLINE OF WEST LAKE ROAD, 18 FT (5.5 M) EAST
 DM7369'OF THE CENTERLINE OF WATERBURY LANE (PRIVATE) AND 4.5 FT (1.4 M)
 DM7369'SOUTHWEST OF A RAILROAD TIE FENCE.
 DM7369
 DM7369                          STATION RECOVERY (2023)
 DM7369
 DM7369'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DM7369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7368 ***********************************************************************
 DM7368  DESIGNATION -  08428
 DM7368  PID         -  DM7368
 DM7368  STATE/COUNTY-  MI/BARRY
 DM7368  COUNTRY     -  US
 DM7368  USGS QUAD   -  BEDFORD (2017)
 DM7368
 DM7368                         *CURRENT SURVEY CONTROL
 DM7368  ______________________________________________________________________
 DM7368* NAD 83(1986) POSITION- 42 26 59.24   (N) 085 11 07.00   (W)   HD_HELD1
 DM7368* NAVD 88 ORTHO HEIGHT -   270.069 (meters)      886.05  (feet) ADJUSTED
 DM7368  ______________________________________________________________________
 DM7368  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 DM7368  DYNAMIC HEIGHT  -        269.984 (meters)      885.77  (feet) COMP
 DM7368  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 DM7368
 DM7368  VERT ORDER      -  SECOND    CLASS I
 DM7368
 DM7368.The horizontal coordinates were determined by differentially corrected
 DM7368.hand held GPS observations or other comparable positioning techniques
 DM7368.and have an estimated accuracy of +/- 3 meters.
 DM7368
 DM7368.The orthometric height was determined by differential leveling and
 DM7368.adjusted by the NATIONAL GEODETIC SURVEY
 DM7368.in August 2013.
 DM7368
 DM7368.No vertical observational check was made to the station.
 DM7368
 DM7368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7368.GEOID18 height accuracy estimate available here.
 DM7368
 DM7368.Click photographs - Photos may exist for this station.
 DM7368
 DM7368.The dynamic height is computed by dividing the NAVD 88
 DM7368.geopotential number by the normal gravity value computed on the
 DM7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7368.degrees latitude (g = 980.6199 gals.).
 DM7368
 DM7368.The modeled gravity was interpolated from observed gravity values.
 DM7368
 DM7368;                    North         East    Units  Estimated Accuracy
 DM7368;SPC MI S     -   105,827.6   3,932,662.6     MT  (+/- 3 meters HH1 GPS) 
 DM7368
 DM7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4923001313(NAD 83)
 DM7368
 DM7368                          SUPERSEDED SURVEY CONTROL
 DM7368
 DM7368.No superseded survey control is available for this station.
 DM7368
 DM7368_MARKER: DD = SURVEY DISK
 DM7368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7368_STAMPING: 08428
 DM7368_MARK LOGO: MIDT
 DM7368_PROJECTION: FLUSH
 DM7368_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7368+STABILITY: SURFACE MOTION
 DM7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7368+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DM7368
 DM7368  HISTORY     - Date     Condition        Report By
 DM7368  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7368  HISTORY     - 20060518 GOOD             MIDT
 DM7368  HISTORY     - 20200715 POOR             MIDT
 DM7368
 DM7368                          STATION DESCRIPTION
 DM7368
 DM7368'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7368'THE STATION IS LOCATED APPROXIMATELY 18.6 KM SOUTH-SOUTHWEST OF
 DM7368'NASHVILLE, 13.5 KM WEST OF BELLEVUE, 9.8 KM SOUTHEAST OF DOWLING IN
 DM7368'THE SOUTHWEST 1/4 OF SECTION 19, T1N, R7W.
 DM7368'
 DM7368'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7368'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 10.7 MILES (17.2 KM) TO THE
 DM7368'INTERSECTION OF WEST LAKE ROAD. TURN RIGHT AND GO WEST ON WEST LAKE
 DM7368'ROAD 2.8 MILES (4.5 KM) TO NORTH AVENUE.  GO ACROSS NORTH AVENUE AND
 DM7368'CONTINUE WEST ON MUD LAKE ROAD 0.2 MILES (0.3 KM) TO THE DRIVEWAY TO
 DM7368'HOUSE NUMBER 5305 MUD LAKE ROAD AND THE STATION ON THE RIGHT.
 DM7368'
 DM7368'THE STATION IS LOCATED 52 FT (15.8 M) EAST OF A TELEPHONE RISER, 32 FT
 DM7368'(9.8 M) EAST OF THE CENTERLINE OF A BITUMINOUS DRIVE TO HOUSE NUMBER
 DM7368'5305 AND 20 FT (6.1 M) NORTH OF THE CENTERLINE OF MUD LAKE ROAD.
 DM7368
 DM7368                          STATION RECOVERY (2020)
 DM7368
 DM7368'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DM7368'THE SURFACE OF THE DISK IS SCRAPED UP MAKING IT DIFFICULT TO READ THE
 DM7368'DESIGNATION NUMBER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7367 ***********************************************************************
 DM7367  DESIGNATION -  08429
 DM7367  PID         -  DM7367
 DM7367  STATE/COUNTY-  MI/BARRY
 DM7367  COUNTRY     -  US
 DM7367  USGS QUAD   -  BEDFORD (2017)
 DM7367
 DM7367                         *CURRENT SURVEY CONTROL
 DM7367  ______________________________________________________________________
 DM7367* NAD 83(1986) POSITION- 42 26 58.     (N) 085 13 17.     (W)   SCALED
 DM7367* NAVD 88 ORTHO HEIGHT -   283.782 (meters)      931.04  (feet) ADJUSTED
 DM7367  ______________________________________________________________________
 DM7367  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 DM7367  DYNAMIC HEIGHT  -        283.694 (meters)      930.75  (feet) COMP
 DM7367  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 DM7367
 DM7367  VERT ORDER      -  SECOND    CLASS I
 DM7367
 DM7367.The horizontal coordinates were scaled from a map and have
 DM7367.an estimated accuracy of +/- 6 seconds.
 DM7367
 DM7367.The orthometric height was determined by differential leveling and
 DM7367.adjusted by the NATIONAL GEODETIC SURVEY
 DM7367.in August 2013.
 DM7367
 DM7367.No vertical observational check was made to the station.
 DM7367
 DM7367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7367.GEOID18 height accuracy estimate available here.
 DM7367
 DM7367.Click photographs - Photos may exist for this station.
 DM7367
 DM7367.The dynamic height is computed by dividing the NAVD 88
 DM7367.geopotential number by the normal gravity value computed on the
 DM7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7367.degrees latitude (g = 980.6199 gals.).
 DM7367
 DM7367.The modeled gravity was interpolated from observed gravity values.
 DM7367
 DM7367;                    North         East    Units  Estimated Accuracy
 DM7367;SPC MI S     -   105,820.    3,929,690.      MT  (+/- 180 meters Scaled)
 DM7367
 DM7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN462012(NAD 83)
 DM7367
 DM7367                          SUPERSEDED SURVEY CONTROL
 DM7367
 DM7367.No superseded survey control is available for this station.
 DM7367
 DM7367_MARKER: DD = SURVEY DISK
 DM7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7367_STAMPING: 08429
 DM7367_MARK LOGO: MIDT
 DM7367_PROJECTION: FLUSH
 DM7367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7367+STABILITY: SURFACE MOTION
 DM7367
 DM7367  HISTORY     - Date     Condition        Report By
 DM7367  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7367  HISTORY     - 20060518 GOOD             MIDT
 DM7367
 DM7367                          STATION DESCRIPTION
 DM7367
 DM7367'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7367'MR.THE STATION IS LOCATED APPROXIMATELY 12.6 KM (7.8 MI) EAST OF
 DM7367'HICKORY CORNERS, 8.7 KM (5.4 MI) SOUTH-SOUTHEAST OF DOWLING, 6.0 KM
 DM7367'(3.7 MI) NORTH OF BEDFORD IN THE NORTHWEST 1/4 OF SECTION 26, T1N,
 DM7367'R8W.
 DM7367'
 DM7367'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 66 AND M 79 IN
 DM7367'THE VILLAGE OF NASHVILLE, GO SOUTH ON M 66 10.7 MI (17.2 KM) TO THE
 DM7367'INTERSECTION OF WEST LAKE ROAD, TURN RIGHT AND GO WEST ON WEST LAKE
 DM7367'ROAD 2.8 MI (4.5 KM) TO NORTH AVENUE, GO ACROSS NORTH AVENUE AND
 DM7367'CONTINUE WEST ON MUD LAKE ROAD FOR 2 MI (3.2 KM) TO THE STATION ON THE
 DM7367'LEFT.
 DM7367'
 DM7367'THE STATION IS LOCATED 114.5 FT (34.9 M) WEST OF THE CENTERLINE OF A
 DM7367'GRAVEL DRIVE TO HOUSE NUMBER 3420, 74 FT (22.6 M) NORTHEAST OF A 6
 DM7367'INCH (15 CM) APPLE TREE AND 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF
 DM7367'MUD LAKE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7366 ***********************************************************************
 DM7366  DESIGNATION -  08430
 DM7366  PID         -  DM7366
 DM7366  STATE/COUNTY-  MI/BARRY
 DM7366  COUNTRY     -  US
 DM7366  USGS QUAD   -  BEDFORD (2017)
 DM7366
 DM7366                         *CURRENT SURVEY CONTROL
 DM7366  ______________________________________________________________________
 DM7366* NAD 83(1986) POSITION- 42 26 46.     (N) 085 14 30.     (W)   SCALED
 DM7366* NAVD 88 ORTHO HEIGHT -   290.276 (meters)      952.35  (feet) ADJUSTED
 DM7366  ______________________________________________________________________
 DM7366  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 DM7366  DYNAMIC HEIGHT  -        290.186 (meters)      952.05  (feet) COMP
 DM7366  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 DM7366
 DM7366  VERT ORDER      -  SECOND    CLASS I
 DM7366
 DM7366.The horizontal coordinates were scaled from a map and have
 DM7366.an estimated accuracy of +/- 6 seconds.
 DM7366
 DM7366.The orthometric height was determined by differential leveling and
 DM7366.adjusted by the NATIONAL GEODETIC SURVEY
 DM7366.in August 2013.
 DM7366
 DM7366.No vertical observational check was made to the station.
 DM7366
 DM7366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7366.GEOID18 height accuracy estimate available here.
 DM7366
 DM7366.Click photographs - Photos may exist for this station.
 DM7366
 DM7366.The dynamic height is computed by dividing the NAVD 88
 DM7366.geopotential number by the normal gravity value computed on the
 DM7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7366.degrees latitude (g = 980.6199 gals.).
 DM7366
 DM7366.The modeled gravity was interpolated from observed gravity values.
 DM7366
 DM7366;                    North         East    Units  Estimated Accuracy
 DM7366;SPC MI S     -   105,470.    3,928,020.      MT  (+/- 180 meters Scaled)
 DM7366
 DM7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN446008(NAD 83)
 DM7366
 DM7366                          SUPERSEDED SURVEY CONTROL
 DM7366
 DM7366.No superseded survey control is available for this station.
 DM7366
 DM7366_MARKER: DD = SURVEY DISK
 DM7366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7366_STAMPING: 08430
 DM7366_MARK LOGO: MIDT
 DM7366_PROJECTION: FLUSH
 DM7366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7366+STABILITY: SURFACE MOTION
 DM7366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7366+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DM7366
 DM7366  HISTORY     - Date     Condition        Report By
 DM7366  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7366  HISTORY     - 20060518 GOOD             MIDT
 DM7366  HISTORY     - 20230118 GOOD             MIDT
 DM7366  HISTORY     - 20250714 GOOD             MIDT
 DM7366
 DM7366                          STATION DESCRIPTION
 DM7366
 DM7366'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7366'THE STATION IS LOCATED APPROXIMATELY 11.1 KM (6.9 MI) EAST OF HICKORY
 DM7366'CORNERS, 8.6 KM (5.3 MI) SOUTH OF DOWLING, 5.6 KM (3.5 MI) NORTH OF
 DM7366'BEDFORD IN THE NORTHWEST 1/4 OF SECTION 27, T1N, R8W.
 DM7366'
 DM7366'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7366'SOUTH OF HASTINGS, GO SOUTH ON M 37, 12 MI (19.3 KM) TO THE STATION ON
 DM7366'THE LEFT.
 DM7366'
 DM7366'THE STATION IS LOCATED 228 FT (69.5 M) SOUTH OF THE CENTERLINE OF
 DM7366'HICKORY ROAD, 110 FT (33.5 M) SOUTH-SOUTHWEST OF A UTILITY POLE AND
 DM7366'34.5 FT (10.5 M) EAST OF THE CENTERLINE OF M 37 AND IN THE NORTHWEST
 DM7366'CORNER OF THE PROPERTY OF A CHURCH.
 DM7366
 DM7366                          STATION RECOVERY (2023)
 DM7366
 DM7366'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DM7366'RECOVERED IN GOOD CONDITION.
 DM7366
 DM7366                          STATION RECOVERY (2025)
 DM7366
 DM7366'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DM7366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7365 ***********************************************************************
 DM7365  DESIGNATION -  08431
 DM7365  PID         -  DM7365
 DM7365  STATE/COUNTY-  MI/BARRY
 DM7365  COUNTRY     -  US
 DM7365  USGS QUAD   -  BANFIELD (2017)
 DM7365
 DM7365                         *CURRENT SURVEY CONTROL
 DM7365  ______________________________________________________________________
 DM7365* NAD 83(1986) POSITION- 42 27 23.     (N) 085 15 00.     (W)   SCALED
 DM7365* NAVD 88 ORTHO HEIGHT -   289.569 (meters)      950.03  (feet) ADJUSTED
 DM7365  ______________________________________________________________________
 DM7365  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DM7365  DYNAMIC HEIGHT  -        289.479 (meters)      949.73  (feet) COMP
 DM7365  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 DM7365
 DM7365  VERT ORDER      -  SECOND    CLASS I
 DM7365
 DM7365.The horizontal coordinates were scaled from a map and have
 DM7365.an estimated accuracy of +/- 6 seconds.
 DM7365
 DM7365.The orthometric height was determined by differential leveling and
 DM7365.adjusted by the NATIONAL GEODETIC SURVEY
 DM7365.in August 2013.
 DM7365
 DM7365.No vertical observational check was made to the station.
 DM7365
 DM7365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7365.GEOID18 height accuracy estimate available here.
 DM7365
 DM7365.Click photographs - Photos may exist for this station.
 DM7365
 DM7365.The dynamic height is computed by dividing the NAVD 88
 DM7365.geopotential number by the normal gravity value computed on the
 DM7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7365.degrees latitude (g = 980.6199 gals.).
 DM7365
 DM7365.The modeled gravity was interpolated from observed gravity values.
 DM7365
 DM7365;                    North         East    Units  Estimated Accuracy
 DM7365;SPC MI S     -   106,610.    3,927,350.      MT  (+/- 180 meters Scaled)
 DM7365
 DM7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN438019(NAD 83)
 DM7365
 DM7365                          SUPERSEDED SURVEY CONTROL
 DM7365
 DM7365.No superseded survey control is available for this station.
 DM7365
 DM7365_MARKER: DD = SURVEY DISK
 DM7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7365_STAMPING: 08431
 DM7365_MARK LOGO: MIDT
 DM7365_PROJECTION: FLUSH
 DM7365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7365+STABILITY: SURFACE MOTION
 DM7365
 DM7365  HISTORY     - Date     Condition        Report By
 DM7365  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7365  HISTORY     - 20060518 GOOD             MIDT
 DM7365
 DM7365                          STATION DESCRIPTION
 DM7365
 DM7365'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7365'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.5 MI) EAST OF HICKORY
 DM7365'CORNERS, 7.4 KM (4.6 MI) SOUTH OF DOWLING, 6.9 KM (4.3 MI)
 DM7365'NORTH-NORTHWEST OF BEDFORD IN THE SOUTHWEST 1/4 OF SECTION 22, T1N,
 DM7365'R8W.
 DM7365'
 DM7365'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7365'SOUTH OF HASTINGS, GO SOUTH ON M 37, 11.2 MI (18.0 KM) TO THE
 DM7365'JOHNSTOWN TOWN HALL AND THE STATION ON THE LEFT, ON THE NORTH SIDE OF
 DM7365'THE ENTRANCE DRIVE.
 DM7365'
 DM7365'THE STATION IS LOCATED 83 FT (25.3 M) WEST OF THE NORTHWEST CORNER OF
 DM7365'THE TOWN HALL BUILDING, 37.5 FT (11.4 M) EAST OF THE CENTERLINE OF M
 DM7365'37 AND 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF A DRIVE TO THE
 DM7365'JOHNSTOWN TOWN HALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7364 ***********************************************************************
 DM7364  DESIGNATION -  08433
 DM7364  PID         -  DM7364
 DM7364  STATE/COUNTY-  MI/BARRY
 DM7364  COUNTRY     -  US
 DM7364  USGS QUAD   -  BANFIELD (2017)
 DM7364
 DM7364                         *CURRENT SURVEY CONTROL
 DM7364  ______________________________________________________________________
 DM7364* NAD 83(1986) POSITION- 42 28 38.     (N) 085 15 39.     (W)   SCALED
 DM7364* NAVD 88 ORTHO HEIGHT -   302.267 (meters)      991.69  (feet) ADJUSTED
 DM7364  ______________________________________________________________________
 DM7364  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 DM7364  DYNAMIC HEIGHT  -        302.174 (meters)      991.38  (feet) COMP
 DM7364  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 DM7364
 DM7364  VERT ORDER      -  SECOND    CLASS I
 DM7364
 DM7364.The horizontal coordinates were scaled from a map and have
 DM7364.an estimated accuracy of +/- 6 seconds.
 DM7364
 DM7364.The orthometric height was determined by differential leveling and
 DM7364.adjusted by the NATIONAL GEODETIC SURVEY
 DM7364.in August 2013.
 DM7364
 DM7364.No vertical observational check was made to the station.
 DM7364
 DM7364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7364.GEOID18 height accuracy estimate available here.
 DM7364
 DM7364.Click photographs - Photos may exist for this station.
 DM7364
 DM7364.The dynamic height is computed by dividing the NAVD 88
 DM7364.geopotential number by the normal gravity value computed on the
 DM7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7364.degrees latitude (g = 980.6199 gals.).
 DM7364
 DM7364.The modeled gravity was interpolated from observed gravity values.
 DM7364
 DM7364;                    North         East    Units  Estimated Accuracy
 DM7364;SPC MI S     -   108,940.    3,926,480.      MT  (+/- 180 meters Scaled)
 DM7364
 DM7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN429042(NAD 83)
 DM7364
 DM7364                          SUPERSEDED SURVEY CONTROL
 DM7364
 DM7364.No superseded survey control is available for this station.
 DM7364
 DM7364_MARKER: DD = SURVEY DISK
 DM7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7364_STAMPING: 08433
 DM7364_MARK LOGO: MIDT
 DM7364_PROJECTION: FLUSH
 DM7364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7364+STABILITY: SURFACE MOTION
 DM7364
 DM7364  HISTORY     - Date     Condition        Report By
 DM7364  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7364  HISTORY     - 20060518 GOOD             MIDT
 DM7364
 DM7364                          STATION DESCRIPTION
 DM7364
 DM7364'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7364'THE STATION IS LOCATED APPROXIMATELY 20.2 KM (12.6 MI) WEST OF
 DM7364'BELLEVUE, 10.2 KM (6.3 MI) EAST-NORTHEAST OF HICKORY CORNERS AND 5.4
 DM7364'KM (3.4 MI) SOUTH OF DOWLING IN THE NORTHWEST 1/4 OF SECTION 16, T1N,
 DM7364'R8W.
 DM7364'
 DM7364'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7364'SOUTH OF HASTINGS, GO SOUTH ON M 37 FOR 9.4 MI (15.1 KM) TO THE
 DM7364'INTERSECTION OF BRISTOL ROAD AND THE STATION ON THE LEFT IN THE
 DM7364'SOUTHEAST QUADRANT OF THE INTERSECTION IN THE CLEAR VISION AREA.
 DM7364'
 DM7364'THE STATION IS LOCATED 94.5 FT (28.8 M) EAST OF THE CENTERLINE OF M
 DM7364'37, 74.5 FT (22.7 M) SOUTH OF THE CENTERLINE OF BRISTOL ROAD AND 36 FT
 DM7364'(11.0 M) EAST-SOUTHEAST OF A BURIED FIBER OPTIC LINE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7363 ***********************************************************************
 DM7363  DESIGNATION -  08434
 DM7363  PID         -  DM7363
 DM7363  STATE/COUNTY-  MI/BARRY
 DM7363  COUNTRY     -  US
 DM7363  USGS QUAD   -  DOWLING (2017)
 DM7363
 DM7363                         *CURRENT SURVEY CONTROL
 DM7363  ______________________________________________________________________
 DM7363* NAD 83(1986) POSITION- 42 31 21.     (N) 085 15 10.     (W)   SCALED
 DM7363* NAVD 88 ORTHO HEIGHT -   290.567 (meters)      953.30  (feet) ADJUSTED
 DM7363  ______________________________________________________________________
 DM7363  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 DM7363  DYNAMIC HEIGHT  -        290.476 (meters)      953.00  (feet) COMP
 DM7363  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 DM7363
 DM7363  VERT ORDER      -  SECOND    CLASS I
 DM7363
 DM7363.The horizontal coordinates were scaled from a map and have
 DM7363.an estimated accuracy of +/- 6 seconds.
 DM7363
 DM7363.The orthometric height was determined by differential leveling and
 DM7363.adjusted by the NATIONAL GEODETIC SURVEY
 DM7363.in August 2013.
 DM7363
 DM7363.No vertical observational check was made to the station.
 DM7363
 DM7363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7363.GEOID18 height accuracy estimate available here.
 DM7363
 DM7363.Click photographs - Photos may exist for this station.
 DM7363
 DM7363.The dynamic height is computed by dividing the NAVD 88
 DM7363.geopotential number by the normal gravity value computed on the
 DM7363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7363.degrees latitude (g = 980.6199 gals.).
 DM7363
 DM7363.The modeled gravity was interpolated from observed gravity values.
 DM7363
 DM7363;                    North         East    Units  Estimated Accuracy
 DM7363;SPC MI S     -   113,960.    3,927,200.      MT  (+/- 180 meters Scaled)
 DM7363
 DM7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN435092(NAD 83)
 DM7363
 DM7363                          SUPERSEDED SURVEY CONTROL
 DM7363
 DM7363.No superseded survey control is available for this station.
 DM7363
 DM7363_MARKER: DD = SURVEY DISK
 DM7363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7363_STAMPING: 08434
 DM7363_MARK LOGO: MIDT
 DM7363_PROJECTION: FLUSH
 DM7363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7363+STABILITY: SURFACE MOTION
 DM7363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7363+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DM7363
 DM7363  HISTORY     - Date     Condition        Report By
 DM7363  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7363  HISTORY     - 20060518 GOOD             MIDT
 DM7363  HISTORY     - 20250714 GOOD             MIDT
 DM7363
 DM7363                          STATION DESCRIPTION
 DM7363
 DM7363'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7363'THE STATION IS LOCATED APPROXIMATELY 15.9 KM (9.9 MI) SOUTHWEST OF
 DM7363'NASHVILLE, 14.5 KM (9.0 MI) SOUTH OF HASTINGS IN THE TOWN OF DOWLING
 DM7363'AT THE PUBLIC LIBRARY IN THE SOUTHEAST 1/4 OF SECTION 28, T2N, R8W.
 DM7363'
 DM7363'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7363'SOUTH OF HASTINGS, GO SOUTH ON M 37, 6.3 MI (10.1 KM) TO THE
 DM7363'INTERSECTION OF DOWLING ROAD.  TURN LEFT, GO EAST 232 FT (70.7 M) TO
 DM7363'THE DOWLING LIBRARY AND STATION ON THE LEFT AND UNDER THE SOUTH END OF
 DM7363'A LINE OF BUSHES.
 DM7363'
 DM7363'THE STATION IS LOCATED 232 FT (70.7 M) EAST OF THE CENTERLINE OF M 37,
 DM7363'49 FT (14.9 M) WEST OF THE LIBRARY DROP BOX, 34 FT (10.4 M) NORTH OF
 DM7363'THE CENTERLINE OF DOWLING ROAD AND 13 FT (4.0 M) 4 M) NORTHEAST OF A
 DM7363'TELEPHONE RISER.
 DM7363
 DM7363                          STATION RECOVERY (2025)
 DM7363
 DM7363'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DM7363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7362 ***********************************************************************
 DM7362  DESIGNATION -  08435
 DM7362  PID         -  DM7362
 DM7362  STATE/COUNTY-  MI/BARRY
 DM7362  COUNTRY     -  US
 DM7362  USGS QUAD   -  DOWLING (2017)
 DM7362
 DM7362                         *CURRENT SURVEY CONTROL
 DM7362  ______________________________________________________________________
 DM7362* NAD 83(1986) POSITION- 42 32 15.     (N) 085 15 13.     (W)   SCALED
 DM7362* NAVD 88 ORTHO HEIGHT -   283.636 (meters)      930.56  (feet) ADJUSTED
 DM7362  ______________________________________________________________________
 DM7362  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 DM7362  DYNAMIC HEIGHT  -        283.547 (meters)      930.27  (feet) COMP
 DM7362  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 DM7362
 DM7362  VERT ORDER      -  SECOND    CLASS I
 DM7362
 DM7362.The horizontal coordinates were scaled from a map and have
 DM7362.an estimated accuracy of +/- 6 seconds.
 DM7362
 DM7362.The orthometric height was determined by differential leveling and
 DM7362.adjusted by the NATIONAL GEODETIC SURVEY
 DM7362.in August 2013.
 DM7362
 DM7362.No vertical observational check was made to the station.
 DM7362
 DM7362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7362.GEOID18 height accuracy estimate available here.
 DM7362
 DM7362.Click photographs - Photos may exist for this station.
 DM7362
 DM7362.The dynamic height is computed by dividing the NAVD 88
 DM7362.geopotential number by the normal gravity value computed on the
 DM7362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7362.degrees latitude (g = 980.6199 gals.).
 DM7362
 DM7362.The modeled gravity was interpolated from observed gravity values.
 DM7362
 DM7362;                    North         East    Units  Estimated Accuracy
 DM7362;SPC MI S     -   115,630.    3,927,140.      MT  (+/- 180 meters Scaled)
 DM7362
 DM7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN434109(NAD 83)
 DM7362
 DM7362                          SUPERSEDED SURVEY CONTROL
 DM7362
 DM7362.No superseded survey control is available for this station.
 DM7362
 DM7362_MARKER: DD = SURVEY DISK
 DM7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7362_STAMPING: 08435
 DM7362_MARK LOGO: MIDT
 DM7362_PROJECTION: FLUSH
 DM7362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7362+STABILITY: SURFACE MOTION
 DM7362
 DM7362  HISTORY     - Date     Condition        Report By
 DM7362  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7362  HISTORY     - 20060518 GOOD             MIDT
 DM7362
 DM7362                          STATION DESCRIPTION
 DM7362
 DM7362'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7362'THE STATION IS LOCATED APPROXIMATELY 15.1 KM (9.4 MI) WEST-SOUTHWEST
 DM7362'OF NASHVILLE, 12.9 KM (8.0 MI) SOUTH-SOUTHEAST OF HASTINGS, 1.7 KM
 DM7362'(1.1 MI) NORTH OF DOWLING IN THE SOUTHEAST 1/4 OF SECTION 21, T2N,
 DM7362'R8W.
 DM7362'
 DM7362'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7362'SOUTH OF HASTINGS, GO SOUTH ON M 37, 5.3 MI (8.5 KM) TO THE STATION ON
 DM7362'THE RIGHT.
 DM7362'
 DM7362'THE STATION IS LOCATED 176 FT (53.6 M) NORTH OF THE CENTERLINE OF
 DM7362'CLOVERDALE ROAD, 36.5 FT (11.1 M) WEST OF THE CENTERLINE OF M 37, 20
 DM7362'FT (6.1 M) SOUTH OF THE DRIVEWAY TO NUMBER 7918 AND 13 FT (4.0 M) 4 M)
 DM7362'SOUTHEAST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7361 ***********************************************************************
 DM7361  DESIGNATION -  08436
 DM7361  PID         -  DM7361
 DM7361  STATE/COUNTY-  MI/BARRY
 DM7361  COUNTRY     -  US
 DM7361  USGS QUAD   -  DOWLING (2017)
 DM7361
 DM7361                         *CURRENT SURVEY CONTROL
 DM7361  ______________________________________________________________________
 DM7361* NAD 83(1986) POSITION- 42 33 06.     (N) 085 15 19.     (W)   SCALED
 DM7361* NAVD 88 ORTHO HEIGHT -   291.926 (meters)      957.76  (feet) ADJUSTED
 DM7361  ______________________________________________________________________
 DM7361  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 DM7361  DYNAMIC HEIGHT  -        291.834 (meters)      957.46  (feet) COMP
 DM7361  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 DM7361
 DM7361  VERT ORDER      -  SECOND    CLASS I
 DM7361
 DM7361.The horizontal coordinates were scaled from a map and have
 DM7361.an estimated accuracy of +/- 6 seconds.
 DM7361
 DM7361.The orthometric height was determined by differential leveling and
 DM7361.adjusted by the NATIONAL GEODETIC SURVEY
 DM7361.in August 2013.
 DM7361
 DM7361.No vertical observational check was made to the station.
 DM7361
 DM7361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7361.GEOID18 height accuracy estimate available here.
 DM7361
 DM7361.Click photographs - Photos may exist for this station.
 DM7361
 DM7361.The dynamic height is computed by dividing the NAVD 88
 DM7361.geopotential number by the normal gravity value computed on the
 DM7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7361.degrees latitude (g = 980.6199 gals.).
 DM7361
 DM7361.The modeled gravity was interpolated from observed gravity values.
 DM7361
 DM7361;                    North         East    Units  Estimated Accuracy
 DM7361;SPC MI S     -   117,200.    3,927,020.      MT  (+/- 180 meters Scaled)
 DM7361
 DM7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN432125(NAD 83)
 DM7361
 DM7361                          SUPERSEDED SURVEY CONTROL
 DM7361
 DM7361.No superseded survey control is available for this station.
 DM7361
 DM7361_MARKER: DD = SURVEY DISK
 DM7361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7361_STAMPING: 08436
 DM7361_MARK LOGO: MIDT
 DM7361_PROJECTION: FLUSH
 DM7361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7361+STABILITY: SURFACE MOTION
 DM7361
 DM7361  HISTORY     - Date     Condition        Report By
 DM7361  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7361  HISTORY     - 20060518 GOOD             MIDT
 DM7361
 DM7361                          STATION DESCRIPTION
 DM7361
 DM7361'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7361'THE STATION IS LOCATED APPROXIMATELY 14.5 KM (9.0 MI) WEST-SOUTHWEST
 DM7361'OF NASHVILLE, 11.2 KM (7.0 MI) SOUTH-SOUTHEAST OF HASTINGS, 3.3 KM
 DM7361'(2.1 MI) NORTH OF DOWLING IN THE SOUTHEAST 1/4 OF SECTION 16, T2N,
 DM7361'R8W.
 DM7361'
 DM7361'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7361'SOUTH OF HASTINGS, GO SOUTH ON M 37, 4.3 MI (6.9 KM) TO THE
 DM7361'INTERSECTION OF MAPLE GROVE ROAD AND THE STATION ON THE LEFT, IN THE
 DM7361'NORTHEAST QUADRANT OF THE INTERSECTION.
 DM7361'
 DM7361'THE STATION IS LOCATED 66 FT (20.1 M) NORTH OF THE CENTERLINE OF MAPLE
 DM7361'GROVE ROAD, 35 FT (10.7 M) EAST OF THE CENTERLINE OF M 37 AND 26 FT
 DM7361'(7.9 M) NORTH OF A TELEPHONE RISER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7360 ***********************************************************************
 DM7360  DESIGNATION -  08437
 DM7360  PID         -  DM7360
 DM7360  STATE/COUNTY-  MI/BARRY
 DM7360  COUNTRY     -  US
 DM7360  USGS QUAD   -  DOWLING (2017)
 DM7360
 DM7360                         *CURRENT SURVEY CONTROL
 DM7360  ______________________________________________________________________
 DM7360* NAD 83(1986) POSITION- 42 33 57.     (N) 085 15 31.     (W)   SCALED
 DM7360* NAVD 88 ORTHO HEIGHT -   275.843 (meters)      904.99  (feet) ADJUSTED
 DM7360  ______________________________________________________________________
 DM7360  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 DM7360  DYNAMIC HEIGHT  -        275.756 (meters)      904.71  (feet) COMP
 DM7360  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 DM7360
 DM7360  VERT ORDER      -  SECOND    CLASS I
 DM7360
 DM7360.The horizontal coordinates were scaled from a map and have
 DM7360.an estimated accuracy of +/- 6 seconds.
 DM7360
 DM7360.The orthometric height was determined by differential leveling and
 DM7360.adjusted by the NATIONAL GEODETIC SURVEY
 DM7360.in August 2013.
 DM7360
 DM7360.No vertical observational check was made to the station.
 DM7360
 DM7360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7360.GEOID18 height accuracy estimate available here.
 DM7360
 DM7360.Click photographs - Photos may exist for this station.
 DM7360
 DM7360.The dynamic height is computed by dividing the NAVD 88
 DM7360.geopotential number by the normal gravity value computed on the
 DM7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7360.degrees latitude (g = 980.6199 gals.).
 DM7360
 DM7360.The modeled gravity was interpolated from observed gravity values.
 DM7360
 DM7360;                    North         East    Units  Estimated Accuracy
 DM7360;SPC MI S     -   118,780.    3,926,770.      MT  (+/- 180 meters Scaled)
 DM7360
 DM7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN429140(NAD 83)
 DM7360
 DM7360                          SUPERSEDED SURVEY CONTROL
 DM7360
 DM7360.No superseded survey control is available for this station.
 DM7360
 DM7360_MARKER: DD = SURVEY DISK
 DM7360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7360_STAMPING: 08437
 DM7360_MARK LOGO: MIDT
 DM7360_PROJECTION: FLUSH
 DM7360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7360+STABILITY: SURFACE MOTION
 DM7360
 DM7360  HISTORY     - Date     Condition        Report By
 DM7360  HISTORY     - 2001     MONUMENTED       MI-015
 DM7360  HISTORY     - 20060518 GOOD             MIDT
 DM7360
 DM7360                          STATION DESCRIPTION
 DM7360
 DM7360'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7360'THE STATION IS LOCATED APPROXIMATELY 14.3 KM (8.9 MI) WEST-SOUTHWEST
 DM7360'OF NASHVILLE, 9.6 KM (6.0 MI) SOUTH OF HASTINGS, 4.7 KM (2.9 MI) NORTH
 DM7360'OF DOWLING IN THE NORTHEAST 1/4 OF SECTION 16, T2N, R8W.
 DM7360'
 DM7360'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7360'SOUTH OF HASTINGS, GO SOUTH ON M 37, 3.2 MI (5.1 KM) TO THE
 DM7360'INTERSECTION OF LAWRENCE ROAD AND THE STATION ON THE LEFT, IN THE
 DM7360'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DM7360'
 DM7360'THE STATION IS LOCATED 54 FT (16.5 M) SOUTH OF THE CENTERLINE OF
 DM7360'LAWRENCE ROAD, 36.5 FT (11.1 M) EAST OF THE CENTERLINE OF M 37 AND 22
 DM7360'FT (6.7 M) SOUTHWEST OF A TELEPHONE RISER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7359 ***********************************************************************
 DM7359  DESIGNATION -  08438
 DM7359  PID         -  DM7359
 DM7359  STATE/COUNTY-  MI/BARRY
 DM7359  COUNTRY     -  US
 DM7359  USGS QUAD   -  DOWLING (2017)
 DM7359
 DM7359                         *CURRENT SURVEY CONTROL
 DM7359  ______________________________________________________________________
 DM7359* NAD 83(1986) POSITION- 42 34 35.     (N) 085 15 55.     (W)   SCALED
 DM7359* NAVD 88 ORTHO HEIGHT -   288.126 (meters)      945.29  (feet) ADJUSTED
 DM7359  ______________________________________________________________________
 DM7359  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 DM7359  DYNAMIC HEIGHT  -        288.036 (meters)      945.00  (feet) COMP
 DM7359  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 DM7359
 DM7359  VERT ORDER      -  SECOND    CLASS I
 DM7359
 DM7359.The horizontal coordinates were scaled from a map and have
 DM7359.an estimated accuracy of +/- 6 seconds.
 DM7359
 DM7359.The orthometric height was determined by differential leveling and
 DM7359.adjusted by the NATIONAL GEODETIC SURVEY
 DM7359.in August 2013.
 DM7359
 DM7359.No vertical observational check was made to the station.
 DM7359
 DM7359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7359.GEOID18 height accuracy estimate available here.
 DM7359
 DM7359.Click photographs - Photos may exist for this station.
 DM7359
 DM7359.The dynamic height is computed by dividing the NAVD 88
 DM7359.geopotential number by the normal gravity value computed on the
 DM7359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7359.degrees latitude (g = 980.6199 gals.).
 DM7359
 DM7359.The modeled gravity was interpolated from observed gravity values.
 DM7359
 DM7359;                    North         East    Units  Estimated Accuracy
 DM7359;SPC MI S     -   119,960.    3,926,230.      MT  (+/- 180 meters Scaled)
 DM7359
 DM7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN423152(NAD 83)
 DM7359
 DM7359                          SUPERSEDED SURVEY CONTROL
 DM7359
 DM7359.No superseded survey control is available for this station.
 DM7359
 DM7359_MARKER: DD = SURVEY DISK
 DM7359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7359_STAMPING: 08438
 DM7359_MARK LOGO: MIDT
 DM7359_PROJECTION: FLUSH
 DM7359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7359+STABILITY: SURFACE MOTION
 DM7359
 DM7359  HISTORY     - Date     Condition        Report By
 DM7359  HISTORY     - 2001     MONUMENTED       MI-015
 DM7359  HISTORY     - 20060518 GOOD             MIDT
 DM7359
 DM7359                          STATION DESCRIPTION
 DM7359
 DM7359'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7359'THE STATION IS LOCATED APPROXIMATELY 14.3 KM (8.9 MI) WEST-SOUTHWEST
 DM7359'OF NASHVILLE, 8.5 KM (5.3 MI) SOUTH-SOUTHEAST OF HASTINGS, 5.8 KM (3.6
 DM7359'MI) NORTH OF DOWLING IN THE NORTHWEST 1/4 OF SECTION 9, T2N, R8W.
 DM7359'
 DM7359'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7359'SOUTH OF HASTINGS, GO SOUTH ON M 37, 2.5 MI (4.0 KM) TO THE STATION ON
 DM7359'THE RIGHT, BETWEEN THE HIGHWAY AND A DRIVEWAY TO THE SOUTH (ABANDONED
 DM7359'OLD M 37).
 DM7359'
 DM7359'THE STATION IS LOCATED 220 FT (67.1 M) SOUTH OF THE INTERSECTION OF
 DM7359'THE CENTERLINES OF M 37 DRIVEWAY, 36 FT (11.0 M) WEST OF THE
 DM7359'CENTERLINE OF M 37 AND 22 FT (6.7 M) EAST OF THE CENTERLINE OF
 DM7359'DRIVEWAY LEADING SOUTH (OLD M 37).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7322 ***********************************************************************
 DM7322  DESIGNATION -  08439
 DM7322  PID         -  DM7322
 DM7322  STATE/COUNTY-  MI/BARRY
 DM7322  COUNTRY     -  US
 DM7322  USGS QUAD   -  DOWLING (2017)
 DM7322
 DM7322                         *CURRENT SURVEY CONTROL
 DM7322  ______________________________________________________________________
 DM7322* NAD 83(1986) POSITION- 42 35 31.     (N) 085 16 03.     (W)   SCALED
 DM7322* NAVD 88 ORTHO HEIGHT -   253.249 (meters)      830.87  (feet) ADJUSTED
 DM7322  ______________________________________________________________________
 DM7322  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 DM7322  DYNAMIC HEIGHT  -        253.170 (meters)      830.61  (feet) COMP
 DM7322  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 DM7322
 DM7322  VERT ORDER      -  SECOND    CLASS I
 DM7322
 DM7322.The horizontal coordinates were scaled from a map and have
 DM7322.an estimated accuracy of +/- 6 seconds.
 DM7322
 DM7322.The orthometric height was determined by differential leveling and
 DM7322.adjusted by the NATIONAL GEODETIC SURVEY
 DM7322.in August 2013.
 DM7322
 DM7322.No vertical observational check was made to the station.
 DM7322
 DM7322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7322.GEOID18 height accuracy estimate available here.
 DM7322
 DM7322.Click photographs - Photos may exist for this station.
 DM7322
 DM7322.The dynamic height is computed by dividing the NAVD 88
 DM7322.geopotential number by the normal gravity value computed on the
 DM7322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7322.degrees latitude (g = 980.6199 gals.).
 DM7322
 DM7322.The modeled gravity was interpolated from observed gravity values.
 DM7322
 DM7322;                    North         East    Units  Estimated Accuracy
 DM7322;SPC MI S     -   121,690.    3,926,070.      MT  (+/- 180 meters Scaled)
 DM7322
 DM7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN421169(NAD 83)
 DM7322
 DM7322                          SUPERSEDED SURVEY CONTROL
 DM7322
 DM7322.No superseded survey control is available for this station.
 DM7322
 DM7322_MARKER: DD = SURVEY DISK
 DM7322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7322_STAMPING: 08439 2001
 DM7322_MARK LOGO: MIDT
 DM7322_PROJECTION: FLUSH
 DM7322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7322+STABILITY: SURFACE MOTION
 DM7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7322+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DM7322
 DM7322  HISTORY     - Date     Condition        Report By
 DM7322  HISTORY     - 2001     MONUMENTED       MI-015
 DM7322  HISTORY     - 20050517 GOOD             MIDT
 DM7322  HISTORY     - 20160524 GOOD             MIDT
 DM7322
 DM7322                          STATION DESCRIPTION
 DM7322
 DM7322'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7322'STATION IS 2.25 KM (1.40 MI) SOUTH OF THE M-37 M-79 INTERSECTION SOUTH
 DM7322'OF HASTINGS.
 DM7322'
 DM7322'TO REACH STATION FROM THE JUNCTION OF M-37 AND M-79 SOUTH OF HASTINGS,
 DM7322'GO SOUTH ON M-37 2.25 KM (1.40 MI) TO THE INTERSECTION OF MCGLYNN ROAD
 DM7322'AND THE STATION ON THE LEFT, IN THE NORTHEAST QUADRANT OF THE
 DM7322'INTERSECTION.
 DM7322'
 DM7322'THE STATION IS LOCATED, 30.1 M (98.8 FT) NORTH ON THE CENTERLINE OF
 DM7322'MCGLYNN ROAD, 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF M-37 AND
 DM7322'DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTH EDGE OF A GRAVEL DRIVEWAY
 DM7322'LEADING TO 4220 M-37.
 DM7322
 DM7322                          STATION RECOVERY (2016)
 DM7322
 DM7322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DM7322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7323 ***********************************************************************
 DM7323  DESIGNATION -  08440
 DM7323  PID         -  DM7323
 DM7323  STATE/COUNTY-  MI/BARRY
 DM7323  COUNTRY     -  US
 DM7323  USGS QUAD   -  DOWLING (2017)
 DM7323
 DM7323                         *CURRENT SURVEY CONTROL
 DM7323  ______________________________________________________________________
 DM7323* NAD 83(1986) POSITION- 42 35 59.7    (N) 085 16 13.6    (W)   HD_HELD2
 DM7323* NAVD 88 ORTHO HEIGHT -   282.520 (meters)      926.90  (feet) ADJUSTED
 DM7323  ______________________________________________________________________
 DM7323  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 DM7323  DYNAMIC HEIGHT  -        282.432 (meters)      926.61  (feet) COMP
 DM7323  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 DM7323
 DM7323  VERT ORDER      -  SECOND    CLASS I
 DM7323
 DM7323.The horizontal coordinates were established by autonomous hand held GPS
 DM7323.observations and have an estimated accuracy of +/- 10 meters.
 DM7323
 DM7323.The orthometric height was determined by differential leveling and
 DM7323.adjusted by the NATIONAL GEODETIC SURVEY
 DM7323.in August 2013.
 DM7323
 DM7323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7323.GEOID18 height accuracy estimate available here.
 DM7323
 DM7323.Click photographs - Photos may exist for this station.
 DM7323
 DM7323.The dynamic height is computed by dividing the NAVD 88
 DM7323.geopotential number by the normal gravity value computed on the
 DM7323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7323.degrees latitude (g = 980.6199 gals.).
 DM7323
 DM7323.The modeled gravity was interpolated from observed gravity values.
 DM7323
 DM7323;                    North         East    Units  Estimated Accuracy
 DM7323;SPC MI S     -   122,574.    3,925,836.      MT  (+/- 10 meters HH2 GPS)
 DM7323
 DM7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4188617837(NAD 83)
 DM7323
 DM7323                          SUPERSEDED SURVEY CONTROL
 DM7323
 DM7323.No superseded survey control is available for this station.
 DM7323
 DM7323_MARKER: DD = SURVEY DISK
 DM7323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7323_STAMPING: 08440 2001
 DM7323_MARK LOGO: MIDT
 DM7323_PROJECTION: FLUSH
 DM7323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7323+STABILITY: SURFACE MOTION
 DM7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7323+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 DM7323
 DM7323  HISTORY     - Date     Condition        Report By
 DM7323  HISTORY     - 2001     MONUMENTED       MI-015
 DM7323  HISTORY     - 20050517 GOOD             MIDT
 DM7323  HISTORY     - 20160525 GOOD             MIDT
 DM7323
 DM7323                          STATION DESCRIPTION
 DM7323
 DM7323'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7323'STATION IS 1.3 KM (0.8 MI) SOUTH OF HASTINGS ON M-37.
 DM7323'
 DM7323'TO REACH STATION FROM THE JUNCTION OF M-37 AND M-79 SOUTH OF HASTINGS,
 DM7323'GO SOUTH ON M-37 1.3 KM (0.8 MI) TO THE STATION ON THE LEFT.
 DM7323'
 DM7323'THE STATION IS LOCATED, 21.2 M (69.6 FT) SOUTH OF THE CENTERLINE OF
 DM7323'THE SOUTHERNMOST DRIVE TO ADDRESS 3985 M-37, 9.4 M (30.8 FT) EAST OF
 DM7323'THE CENTERLINE OF M-37, 5.3 M (17.4 FT) WEST OF TENSILE FENCE.
 DM7323
 DM7323                          STATION RECOVERY (2016)
 DM7323
 DM7323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DM7323'ADDITIONAL WITNESSES.  1.50 FT (0.5 M) SOUTH OF PASS WITH CARE SIGN.
 DM7323'OLD DESCRIPTION CALLS OUT, 69.6 FT (21.2 M) SOUTH OF SOUTHERN MOST
 DM7323'DRIVE TO ADDRESS 3985 M-37.  SHOULD BE, 55.0 FT (16.8 M) SOUTH OF THE
 DM7323'CENTERLINE OF SOUTHERN MOST DRIVE OF ADDRESS 3703 M-37.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7324 ***********************************************************************
 DM7324  DESIGNATION -  08441
 DM7324  PID         -  DM7324
 DM7324  STATE/COUNTY-  MI/BARRY
 DM7324  COUNTRY     -  US
 DM7324  USGS QUAD   -  HASTINGS (2017)
 DM7324
 DM7324                         *CURRENT SURVEY CONTROL
 DM7324  ______________________________________________________________________
 DM7324* NAD 83(1986) POSITION- 42 37 32.     (N) 085 16 19.     (W)   SCALED
 DM7324* NAVD 88 ORTHO HEIGHT -   256.721 (meters)      842.26  (feet) ADJUSTED
 DM7324  ______________________________________________________________________
 DM7324  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 DM7324  DYNAMIC HEIGHT  -        256.642 (meters)      842.00  (feet) COMP
 DM7324  MODELED GRAVITY -    980,306.7   (mgal)                       NAVD 88
 DM7324
 DM7324  VERT ORDER      -  SECOND    CLASS I
 DM7324
 DM7324.The horizontal coordinates were scaled from a map and have
 DM7324.an estimated accuracy of +/- 6 seconds.
 DM7324
 DM7324.The orthometric height was determined by differential leveling and
 DM7324.adjusted by the NATIONAL GEODETIC SURVEY
 DM7324.in August 2013.
 DM7324
 DM7324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7324.GEOID18 height accuracy estimate available here.
 DM7324
 DM7324.Click photographs - Photos may exist for this station.
 DM7324
 DM7324.The dynamic height is computed by dividing the NAVD 88
 DM7324.geopotential number by the normal gravity value computed on the
 DM7324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7324.degrees latitude (g = 980.6199 gals.).
 DM7324
 DM7324.The modeled gravity was interpolated from observed gravity values.
 DM7324
 DM7324;                    North         East    Units  Estimated Accuracy
 DM7324;SPC MI S     -   125,420.    3,925,740.      MT  (+/- 180 meters Scaled)
 DM7324
 DM7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN417206(NAD 83)
 DM7324
 DM7324                          SUPERSEDED SURVEY CONTROL
 DM7324
 DM7324.No superseded survey control is available for this station.
 DM7324
 DM7324_MARKER: DD = SURVEY DISK
 DM7324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7324_STAMPING: 08441 2001
 DM7324_MARK LOGO: MIDT
 DM7324_PROJECTION: FLUSH
 DM7324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7324+STABILITY: SURFACE MOTION
 DM7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7324+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DM7324
 DM7324  HISTORY     - Date     Condition        Report By
 DM7324  HISTORY     - 2001     MONUMENTED       MI-015
 DM7324  HISTORY     - 20050517 GOOD             MIDT
 DM7324  HISTORY     - 20160524 GOOD             MIDT
 DM7324
 DM7324                          STATION DESCRIPTION
 DM7324
 DM7324'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7324'STATION IS 1.8 KM (1.1 MI) SOUTH OF HASTINGS ON M-37.
 DM7324'
 DM7324'TO REACH STATION FROM THE JUNCTION OF M-37 AND M-79 SOUTH OF HASTINGS,
 DM7324'GO NORTH ON M-37 1.8 KM (1.1 MI) TO THE STATION ON THE RIGHT.
 DM7324'
 DM7324'THE STATION IS LOCATED, 36.1 M (118.4 FT) SOUTH OF THE CENTERLINE OF A
 DM7324'BITUMINOUS DRIVE TO ROLLER RINK, 12.8 M (42.0 FT) SOUTHWEST OF THE
 DM7324'SOUTHWEST CORNER OF THE ROLLER RINK BUILDING, 12.3 M (40.4 FT) EAST OF
 DM7324'THE CENTERLINE OF M-37, 7.8 M (25.6 FT) SOUTH-SOUTHWEST OF A UTILITY
 DM7324'POLE, 060 M (196.9 FT) FROM THE WITNESS POST.
 DM7324
 DM7324                          STATION RECOVERY (2016)
 DM7324
 DM7324'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DM7324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7346 ***********************************************************************
 DM7346  DESIGNATION -  08442
 DM7346  PID         -  DM7346
 DM7346  STATE/COUNTY-  MI/BARRY
 DM7346  COUNTRY     -  US
 DM7346  USGS QUAD   -  MAPLE GROVE (2017)
 DM7346
 DM7346                         *CURRENT SURVEY CONTROL
 DM7346  ______________________________________________________________________
 DM7346* NAD 83(1986) POSITION- 42 36 39.     (N) 085 12 41.     (W)   SCALED
 DM7346* NAVD 88 ORTHO HEIGHT -   247.226 (meters)      811.11  (feet) ADJUSTED
 DM7346  ______________________________________________________________________
 DM7346  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 DM7346  DYNAMIC HEIGHT  -        247.149 (meters)      810.85  (feet) COMP
 DM7346  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 DM7346
 DM7346  VERT ORDER      -  SECOND    CLASS I
 DM7346
 DM7346.The horizontal coordinates were scaled from a map and have
 DM7346.an estimated accuracy of +/- 6 seconds.
 DM7346
 DM7346.The orthometric height was determined by differential leveling and
 DM7346.adjusted by the NATIONAL GEODETIC SURVEY
 DM7346.in August 2013.
 DM7346
 DM7346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7346.GEOID18 height accuracy estimate available here.
 DM7346
 DM7346.Click photographs - Photos may exist for this station.
 DM7346
 DM7346.The dynamic height is computed by dividing the NAVD 88
 DM7346.geopotential number by the normal gravity value computed on the
 DM7346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7346.degrees latitude (g = 980.6199 gals.).
 DM7346
 DM7346.The modeled gravity was interpolated from observed gravity values.
 DM7346
 DM7346;                    North         East    Units  Estimated Accuracy
 DM7346;SPC MI S     -   123,740.    3,930,690.      MT  (+/- 180 meters Scaled)
 DM7346
 DM7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN467191(NAD 83)
 DM7346
 DM7346                          SUPERSEDED SURVEY CONTROL
 DM7346
 DM7346.No superseded survey control is available for this station.
 DM7346
 DM7346_MARKER: DD = SURVEY DISK
 DM7346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7346_STAMPING: 08442
 DM7346_MARK LOGO: MIDT
 DM7346_PROJECTION: FLUSH
 DM7346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7346+STABILITY: SURFACE MOTION
 DM7346
 DM7346  HISTORY     - Date     Condition        Report By
 DM7346  HISTORY     - 2001     MONUMENTED       MI-015
 DM7346  HISTORY     - 20050518 GOOD             MIDT
 DM7346
 DM7346                          STATION DESCRIPTION
 DM7346
 DM7346'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7346'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.5 MI) NORTH-NORTHEAST
 DM7346'OF DOWLING, 9.8 KM (6.1 MI) WEST OF NASHVILLE AND 7.4 KM (4.6 MI)
 DM7346'SOUTHEAST OF HASTINGS SET IN THE NORTHEAST QUADRANT OF THE
 DM7346'INTERSECTION OF STATE HIGHWAY M-79 AND CHARLTON PARK ROAD.
 DM7346'
 DM7346'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND
 DM7346'M-79 SOUTH OF HASTINGS, GO EASTERLY ON M-79 FOR 4.8 KM (3.0 MI) TO THE
 DM7346'STATION ON THE RIGHT AND IN FRONT OF A GAS STATION.
 DM7346'
 DM7346'THE STATION IS LOCATED24.1 M EAST OF THE CENTERLINE OF CHARLTON PARK
 DM7346'ROAD, 21.6 M (70.9 FT) WEST OF A TELEPHONE RISER, 14 M (45.9 FT) NORTH
 DM7346'OF THE CENTERLINE OF M-79 AND 0.9 M (3.0 FT) NORTH OF A CARSONITE
 DM7346'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7347 ***********************************************************************
 DM7347  DESIGNATION -  08443
 DM7347  PID         -  DM7347
 DM7347  STATE/COUNTY-  MI/BARRY
 DM7347  COUNTRY     -  US
 DM7347  USGS QUAD   -  MAPLE GROVE (2017)
 DM7347
 DM7347                         *CURRENT SURVEY CONTROL
 DM7347  ______________________________________________________________________
 DM7347* NAD 83(1986) POSITION- 42 36 38.     (N) 085 11 26.     (W)   SCALED
 DM7347* NAVD 88 ORTHO HEIGHT -   254.051 (meters)      833.50  (feet) ADJUSTED
 DM7347  ______________________________________________________________________
 DM7347  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 DM7347  DYNAMIC HEIGHT  -        253.971 (meters)      833.24  (feet) COMP
 DM7347  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 DM7347
 DM7347  VERT ORDER      -  SECOND    CLASS I
 DM7347
 DM7347.The horizontal coordinates were scaled from a map and have
 DM7347.an estimated accuracy of +/- 6 seconds.
 DM7347
 DM7347.The orthometric height was determined by differential leveling and
 DM7347.adjusted by the NATIONAL GEODETIC SURVEY
 DM7347.in August 2013.
 DM7347
 DM7347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7347.GEOID18 height accuracy estimate available here.
 DM7347
 DM7347.Click photographs - Photos may exist for this station.
 DM7347
 DM7347.The dynamic height is computed by dividing the NAVD 88
 DM7347.geopotential number by the normal gravity value computed on the
 DM7347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7347.degrees latitude (g = 980.6199 gals.).
 DM7347
 DM7347.The modeled gravity was interpolated from observed gravity values.
 DM7347
 DM7347;                    North         East    Units  Estimated Accuracy
 DM7347;SPC MI S     -   123,690.    3,932,400.      MT  (+/- 180 meters Scaled)
 DM7347
 DM7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN484191(NAD 83)
 DM7347
 DM7347                          SUPERSEDED SURVEY CONTROL
 DM7347
 DM7347.No superseded survey control is available for this station.
 DM7347
 DM7347_MARKER: DD = SURVEY DISK
 DM7347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7347_STAMPING: 08443
 DM7347_MARK LOGO: MIDT
 DM7347_PROJECTION: FLUSH
 DM7347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7347+STABILITY: SURFACE MOTION
 DM7347
 DM7347  HISTORY     - Date     Condition        Report By
 DM7347  HISTORY     - 2001     MONUMENTED       MI-015
 DM7347  HISTORY     - 20050518 GOOD             MIDT
 DM7347
 DM7347                          STATION DESCRIPTION
 DM7347
 DM7347'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7347'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) NORTH-NORTHEAST
 DM7347'OF DOWLING, 6.0 MI (9.7 KM) WEST OF NASHVILLE AND 4.7 MI (7.6 KM)
 DM7347'SOUTHEAST OF HASTINGS ALONG STATE HIGHWAY M 79.
 DM7347'
 DM7347'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M 37 AND M 79
 DM7347'SOUTH OF HASTINGS, GO EAST ON M 79, 4.1 MI (6.6 KM) TO THE
 DM7347'INTERSECTION OF QUIMBY ROAD AND THE STATION ON THE LEFT, IN THE
 DM7347'NORTHWEST QUADRANT OF THE INTERSECTION, IN THE CLEAR VISION AREA.
 DM7347'
 DM7347'THE STATION IS LOCATED 23.5 M (77.1 FT) SOUTH-SOUTHWEST OF A 36 INCH
 DM7347'(91 CM) OAK, 26.8 M (87.9 FT) NORTH OF THE CENTERLINE OF M 79 5.5 M
 DM7347'(18.0 FT) WEST OF THE CENTERLINE OF QUIMBY ROAD, 8.7 M (28.5 FT) SOUTH
 DM7347'OF THE EXTENSION OF THE CENTERLINE OF QUIMBY ROAD AND 0.9 M (3.0 FT)
 DM7347'EAST OF A CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7348 ***********************************************************************
 DM7348  DESIGNATION -  08444
 DM7348  PID         -  DM7348
 DM7348  STATE/COUNTY-  MI/BARRY
 DM7348  COUNTRY     -  US
 DM7348  USGS QUAD   -  MAPLE GROVE (2017)
 DM7348
 DM7348                         *CURRENT SURVEY CONTROL
 DM7348  ______________________________________________________________________
 DM7348* NAD 83(1986) POSITION- 42 36 12.     (N) 085 10 25.     (W)   SCALED
 DM7348* NAVD 88 ORTHO HEIGHT -   283.714 (meters)      930.82  (feet) ADJUSTED
 DM7348  ______________________________________________________________________
 DM7348  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 DM7348  DYNAMIC HEIGHT  -        283.625 (meters)      930.53  (feet) COMP
 DM7348  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 DM7348
 DM7348  VERT ORDER      -  SECOND    CLASS I
 DM7348
 DM7348.The horizontal coordinates were scaled from a map and have
 DM7348.an estimated accuracy of +/- 6 seconds.
 DM7348
 DM7348.The orthometric height was determined by differential leveling and
 DM7348.adjusted by the NATIONAL GEODETIC SURVEY
 DM7348.in August 2013.
 DM7348
 DM7348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7348.GEOID18 height accuracy estimate available here.
 DM7348
 DM7348.Click photographs - Photos may exist for this station.
 DM7348
 DM7348.The dynamic height is computed by dividing the NAVD 88
 DM7348.geopotential number by the normal gravity value computed on the
 DM7348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7348.degrees latitude (g = 980.6199 gals.).
 DM7348
 DM7348.The modeled gravity was interpolated from observed gravity values.
 DM7348
 DM7348;                    North         East    Units  Estimated Accuracy
 DM7348;SPC MI S     -   122,870.    3,933,790.      MT  (+/- 180 meters Scaled)
 DM7348
 DM7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN498183(NAD 83)
 DM7348
 DM7348                          SUPERSEDED SURVEY CONTROL
 DM7348
 DM7348.No superseded survey control is available for this station.
 DM7348
 DM7348_MARKER: DD = SURVEY DISK
 DM7348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7348_STAMPING: 08444
 DM7348_MARK LOGO: MIDT
 DM7348_PROJECTION: FLUSH
 DM7348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7348+STABILITY: SURFACE MOTION
 DM7348
 DM7348  HISTORY     - Date     Condition        Report By
 DM7348  HISTORY     - 2001     MONUMENTED       MI-015
 DM7348  HISTORY     - 20050518 GOOD             MIDT
 DM7348
 DM7348                          STATION DESCRIPTION
 DM7348
 DM7348'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7348'STATION IS LOCATED APPROXIMATELY 8.3 MI (13.4 KM) NORTH-NORTHEAST OF
 DM7348'DOWLING, 6.4 MI (10.3 KM) SOUTHEAST OF HASTINGS AND 4.0 MI (6.4 KM)
 DM7348'WEST OF NASHVILLE IN THE SOUTHEAST 1/4 OF SECTION 31, T3N, R7W.
 DM7348'
 DM7348'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-79
 DM7348'SOUTH OF HASTINGS, GO EAST ON M-79, 5.1 MI (8.2 KM) TO THE
 DM7348'INTERSECTION OF BARRYVILLE ROAD AND THE STATION ON THE RIGHT, IN THE
 DM7348'SOUTHWEST QUADRANT OF THE INTERSECTION AND IN THE CLEAR VISION AREA.
 DM7348'
 DM7348'THE STATION IS LOCATED 37.5 M (123.0 FT) WEST OF THE CENTERLINE OF
 DM7348'BARRYVILLE ROAD, 20.3 M (66.6 FT) SOUTH OF THE CENTERLINE OF M-7914.6
 DM7348'M NORTHEAST OF A UTILITY POLE AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE
 DM7348'MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7349 ***********************************************************************
 DM7349  DESIGNATION -  08445
 DM7349  PID         -  DM7349
 DM7349  STATE/COUNTY-  MI/BARRY
 DM7349  COUNTRY     -  US
 DM7349  USGS QUAD   -  MAPLE GROVE (2017)
 DM7349
 DM7349                         *CURRENT SURVEY CONTROL
 DM7349  ______________________________________________________________________
 DM7349* NAD 83(1986) POSITION- 42 36 13.     (N) 085 09 13.     (W)   SCALED
 DM7349* NAVD 88 ORTHO HEIGHT -   285.084 (meters)      935.31  (feet) ADJUSTED
 DM7349  ______________________________________________________________________
 DM7349  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 DM7349  DYNAMIC HEIGHT  -        284.995 (meters)      935.02  (feet) COMP
 DM7349  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 DM7349
 DM7349  VERT ORDER      -  SECOND    CLASS I
 DM7349
 DM7349.The horizontal coordinates were scaled from a map and have
 DM7349.an estimated accuracy of +/- 6 seconds.
 DM7349
 DM7349.The orthometric height was determined by differential leveling and
 DM7349.adjusted by the NATIONAL GEODETIC SURVEY
 DM7349.in August 2013.
 DM7349
 DM7349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7349.GEOID18 height accuracy estimate available here.
 DM7349
 DM7349.Click photographs - Photos may exist for this station.
 DM7349
 DM7349.The dynamic height is computed by dividing the NAVD 88
 DM7349.geopotential number by the normal gravity value computed on the
 DM7349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7349.degrees latitude (g = 980.6199 gals.).
 DM7349
 DM7349.The modeled gravity was interpolated from observed gravity values.
 DM7349
 DM7349;                    North         East    Units  Estimated Accuracy
 DM7349;SPC MI S     -   122,890.    3,935,430.      MT  (+/- 180 meters Scaled)
 DM7349
 DM7349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN514184(NAD 83)
 DM7349
 DM7349                          SUPERSEDED SURVEY CONTROL
 DM7349
 DM7349.No superseded survey control is available for this station.
 DM7349
 DM7349_MARKER: DD = SURVEY DISK
 DM7349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7349_STAMPING: 08445
 DM7349_MARK LOGO: MIDT
 DM7349_PROJECTION: FLUSH
 DM7349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7349+STABILITY: SURFACE MOTION
 DM7349
 DM7349  HISTORY     - Date     Condition        Report By
 DM7349  HISTORY     - 2001     MONUMENTED       MI-015
 DM7349  HISTORY     - 20050518 GOOD             MIDT
 DM7349
 DM7349                          STATION DESCRIPTION
 DM7349
 DM7349'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7349'STATION IS LOCATED APPROXIMATELY 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF
 DM7349'WOODLAND, 7.5 MI (12.1 KM) NORTHEAST OF DOWLING AND 3.0 MI (4.8 KM)
 DM7349'WEST OF NASHVILLE AND IN THE NORTHWEST 1/4 OF SECTION 33, T3N, R7W.
 DM7349'
 DM7349'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-79
 DM7349'SOUTH OF HASTINGS, GO EAST ON M-79, 6.1 MI (9.8 KM) TO THE
 DM7349'INTERSECTION OF DEVINE ROAD AND THE STATION ON THE LEFT, IN THE
 DM7349'NORTHEAST QUADRANT OF THE INTERSECTION, IN THE CLEAR VISION AREA.
 DM7349'
 DM7349'THE STATION IS LOCATED 155 FT (47.2 M) SOUTH-SOUTHEAST OF A 16 INCH
 DM7349'(41 CM) POPLAR TREE, 105 FT (32.0 M) EAST OF THE CENTERLINE OF DEVINE
 DM7349'ROAD, 47 FT (14.3 M) NORTH OF THE CENTERLINE OF M-79 AND 3 FT (0.9 M)
 DM7349'SOUTH OF A CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7317 ***********************************************************************
 DM7317  DESIGNATION -  08446
 DM7317  PID         -  DM7317
 DM7317  STATE/COUNTY-  MI/BARRY
 DM7317  COUNTRY     -  US
 DM7317  USGS QUAD   -  HASTINGS (2017)
 DM7317
 DM7317                         *CURRENT SURVEY CONTROL
 DM7317  ______________________________________________________________________
 DM7317* NAD 83(1986) POSITION- 42 38 14.     (N) 085 20 41.     (W)   SCALED
 DM7317* NAVD 88 ORTHO HEIGHT -   273.514 (meters)      897.35  (feet) ADJUSTED
 DM7317  ______________________________________________________________________
 DM7317  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 DM7317  DYNAMIC HEIGHT  -        273.431 (meters)      897.08  (feet) COMP
 DM7317  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 DM7317
 DM7317  VERT ORDER      -  SECOND    CLASS I
 DM7317
 DM7317.The horizontal coordinates were scaled from a map and have
 DM7317.an estimated accuracy of +/- 6 seconds.
 DM7317
 DM7317.The orthometric height was determined by differential leveling and
 DM7317.adjusted by the NATIONAL GEODETIC SURVEY
 DM7317.in August 2013.
 DM7317
 DM7317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7317.GEOID18 height accuracy estimate available here.
 DM7317
 DM7317.Click photographs - Photos may exist for this station.
 DM7317
 DM7317.The dynamic height is computed by dividing the NAVD 88
 DM7317.geopotential number by the normal gravity value computed on the
 DM7317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7317.degrees latitude (g = 980.6199 gals.).
 DM7317
 DM7317.The modeled gravity was interpolated from observed gravity values.
 DM7317
 DM7317;                    North         East    Units  Estimated Accuracy
 DM7317;SPC MI S     -   126,790.    3,919,790.      MT  (+/- 180 meters Scaled)
 DM7317
 DM7317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN357218(NAD 83)
 DM7317
 DM7317                          SUPERSEDED SURVEY CONTROL
 DM7317
 DM7317.No superseded survey control is available for this station.
 DM7317
 DM7317_MARKER: DD = SURVEY DISK
 DM7317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7317_STAMPING: 08446 2001
 DM7317_MARK LOGO: MIDT
 DM7317_PROJECTION: FLUSH
 DM7317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7317+STABILITY: SURFACE MOTION
 DM7317
 DM7317  HISTORY     - Date     Condition        Report By
 DM7317  HISTORY     - 2001     MONUMENTED       MI-015
 DM7317  HISTORY     - 20030515 GOOD             MIDT
 DM7317
 DM7317                          STATION DESCRIPTION
 DM7317
 DM7317'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (BLR)
 DM7317'STATION IS 5.5 KM (3.4 MI) FROM HASTINGS AND 2.8 KM (1.7 MI) FROM THE
 DM7317'INTERSECTION OF CR 430.
 DM7317'
 DM7317'TO REACH STATION FROM THE JUNCTION OF STREET AND BROADWAY(M-43 AND
 DM7317'M-37) IN HASTINGS, GO WEST ON STATE STREET 3.7 KM (2.3 MI) TO THE
 DM7317'JUNCTION OF M-37 AND M-43.  CONTINUE SOUTH ON M-43 1.6 KM (1.0 MI) TO
 DM7317'THE STATION ON THE RIGHT, OPPOSITE THE DRIVEWAY TO 1111 SOUTH M-43
 DM7317'HIGHWAY.
 DM7317'
 DM7317'THE STATION IS LOCATED, 40.2 M (131.9 FT) SOUTH OF THE CENTERLINE OF
 DM7317'GRAVEL DRIVE TO HOUSE NUMBER 1106, 25.6 M (84.0 FT) SOUTH OF A MAIL
 DM7317'BOX POST, 13.1 M (43.0 FT) EAST OF A FENCE CORNER POST(FENCES NORTH
 DM7317'AND WEST), 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF M-43, 7.0 M (23.0
 DM7317'FT) SOUTH OF THE CENTERLINE OF THE GRAVEL DRIVE(EXTENDED WEST) TO
 DM7317'HOUSE NUMBER 1111, 2.7 M (8.9 FT) WEST OF THE WEST EDGE OF BITUMINOUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7318 ***********************************************************************
 DM7318  DESIGNATION -  08447
 DM7318  PID         -  DM7318
 DM7318  STATE/COUNTY-  MI/BARRY
 DM7318  COUNTRY     -  US
 DM7318  USGS QUAD   -  HASTINGS (2017)
 DM7318
 DM7318                         *CURRENT SURVEY CONTROL
 DM7318  ______________________________________________________________________
 DM7318* NAD 83(1986) POSITION- 42 37 50.     (N) 085 21 09.     (W)   SCALED
 DM7318* NAVD 88 ORTHO HEIGHT -   270.826 (meters)      888.54  (feet) ADJUSTED
 DM7318  ______________________________________________________________________
 DM7318  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 DM7318  DYNAMIC HEIGHT  -        270.744 (meters)      888.27  (feet) COMP
 DM7318  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 DM7318
 DM7318  VERT ORDER      -  SECOND    CLASS I
 DM7318
 DM7318.The horizontal coordinates were scaled from a map and have
 DM7318.an estimated accuracy of +/- 6 seconds.
 DM7318
 DM7318.The orthometric height was determined by differential leveling and
 DM7318.adjusted by the NATIONAL GEODETIC SURVEY
 DM7318.in August 2013.
 DM7318
 DM7318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7318.GEOID18 height accuracy estimate available here.
 DM7318
 DM7318.Click photographs - Photos may exist for this station.
 DM7318
 DM7318.The dynamic height is computed by dividing the NAVD 88
 DM7318.geopotential number by the normal gravity value computed on the
 DM7318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7318.degrees latitude (g = 980.6199 gals.).
 DM7318
 DM7318.The modeled gravity was interpolated from observed gravity values.
 DM7318
 DM7318;                    North         East    Units  Estimated Accuracy
 DM7318;SPC MI S     -   126,050.    3,919,140.      MT  (+/- 180 meters Scaled)
 DM7318
 DM7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN350211(NAD 83)
 DM7318
 DM7318                          SUPERSEDED SURVEY CONTROL
 DM7318
 DM7318.No superseded survey control is available for this station.
 DM7318
 DM7318_MARKER: DD = SURVEY DISK
 DM7318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7318_STAMPING: 08447 2001
 DM7318_MARK LOGO: MIDT
 DM7318_PROJECTION: FLUSH
 DM7318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7318+STABILITY: SURFACE MOTION
 DM7318
 DM7318  HISTORY     - Date     Condition        Report By
 DM7318  HISTORY     - 2001     MONUMENTED       MI-015
 DM7318  HISTORY     - 20050517 GOOD             MIDT
 DM7318
 DM7318                          STATION DESCRIPTION
 DM7318
 DM7318'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7318'STATION IS 6.5 KM (4.0 MI) SOUTH OF HASTINGS ON M-43 AND 6.5 KM (4.0
 DM7318'MI) NORTH OF THE INTERSECTION OF SCHULTZ RD.
 DM7318'
 DM7318'TO REACH STATION FROM THE JUNCTION OF STREET AND BROADWAY(M-43 AND
 DM7318'M-37) IN HASTINGS, GO WEST ON STATE STREET 3.7 KM (2.3 MI) TO THE
 DM7318'JUNCTION OF M-37 AND M-43.  CONTINUE SOUTH ON M-43 2.7 KM (1.7 MI) TO
 DM7318'THE STATION ON THE RIGHT, AT THE SOUTH END OF A CURVE IN M-43 IN THE
 DM7318'SOUTHWEST QUADRANT OF THE INTERSECTION OF A CUT OFF ROAD(NO NAME)
 DM7318'LEADING NORTH TO YECKLEY ROAD.
 DM7318'
 DM7318'THE STATION IS LOCATED, 90.5 M (296.9 FT) SOUTH OF THE GRAVEL
 DM7318'CENTERLINE OF YECKLEY ROAD, 41.8 M (137.1 FT) NORTH-NORTHEAST OF A
 DM7318'STOP SIGN BASE, 32.3 M (106.0 FT) NORTHEAST OF THE NORTHERNMOST GATE
 DM7318'POST, 29.6 M (97.1 FT) NORTH OF A SIGN POST, 18.3 M (60.0 FT)
 DM7318'NORTHWEST OF THE CENTERLINE OF M-43, 6.4 M (21.0 FT) EAST OF THE
 DM7318'GRAVEL CENTERLINE OF YECKLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7342 ***********************************************************************
 DM7342  DESIGNATION -  08448
 DM7342  PID         -  DM7342
 DM7342  STATE/COUNTY-  MI/BARRY
 DM7342  COUNTRY     -  US
 DM7342  USGS QUAD   -  DOWLING (2017)
 DM7342
 DM7342                         *CURRENT SURVEY CONTROL
 DM7342  ______________________________________________________________________
 DM7342* NAD 83(1986) POSITION- 42 36 50.     (N) 085 21 25.     (W)   SCALED
 DM7342* NAVD 88 ORTHO HEIGHT -   268.752 (meters)      881.73  (feet) ADJUSTED
 DM7342  ______________________________________________________________________
 DM7342  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 DM7342  DYNAMIC HEIGHT  -        268.670 (meters)      881.46  (feet) COMP
 DM7342  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 DM7342
 DM7342  VERT ORDER      -  SECOND    CLASS I
 DM7342
 DM7342.The horizontal coordinates were scaled from a map and have
 DM7342.an estimated accuracy of +/- 6 seconds.
 DM7342
 DM7342.The orthometric height was determined by differential leveling and
 DM7342.adjusted by the NATIONAL GEODETIC SURVEY
 DM7342.in August 2013.
 DM7342
 DM7342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7342.GEOID18 height accuracy estimate available here.
 DM7342
 DM7342.Click photographs - Photos may exist for this station.
 DM7342
 DM7342.The dynamic height is computed by dividing the NAVD 88
 DM7342.geopotential number by the normal gravity value computed on the
 DM7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7342.degrees latitude (g = 980.6199 gals.).
 DM7342
 DM7342.The modeled gravity was interpolated from observed gravity values.
 DM7342
 DM7342;                    North         East    Units  Estimated Accuracy
 DM7342;SPC MI S     -   124,210.    3,918,760.      MT  (+/- 180 meters Scaled)
 DM7342
 DM7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN347192(NAD 83)
 DM7342
 DM7342                          SUPERSEDED SURVEY CONTROL
 DM7342
 DM7342.No superseded survey control is available for this station.
 DM7342
 DM7342_MARKER: DD = SURVEY DISK
 DM7342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7342_SP_SET: HEADWALL
 DM7342_STAMPING: 08448 2003
 DM7342_MARK LOGO: MIDT
 DM7342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7342+STABILITY: SURFACE MOTION
 DM7342
 DM7342  HISTORY     - Date     Condition        Report By
 DM7342  HISTORY     - 20030716 MONUMENTED       MI-015
 DM7342  HISTORY     - 20050518 GOOD             MIDT
 DM7342
 DM7342                          STATION DESCRIPTION
 DM7342
 DM7342'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7342'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 SECTION 27, T3N, R9W ABOUT
 DM7342'4.5 MI (7.2 KM) SOUTHWEST OF HASTINGS AND ABOUT 6.0 MI (9.7 KM) NORTH
 DM7342'OF CLOVERDALE ON THE HIGHWAY RIGHT-OF-WAY.
 DM7342'
 DM7342'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET (M-43) AND
 DM7342'BROADWAY STREET (M-37) IN HASTINGS, GO WEST ON STATE STREET (M-43) FOR
 DM7342'2.6 MI (4.2 KM) TO THE JUNCTION OF STATE HIGHWAYS M-37, M-43 AND
 DM7342'M-179.  CONTINUE WEST THEN SOUTH ON STATE HIGHWAY M-43 FOR 3.0 MI (4.8
 DM7342'KM) TO THE STATION ON THE RIGHT JUST PASS THE DRIVEWAY LEADING TO THE
 DM7342'THORNAPPLE VALLEY CHURCH.
 DM7342'
 DM7342'THE STATION IS LOCATED 108.9 FT (33.2 M) SOUTH-SOUTHWEST OF A POWER
 DM7342'POLE WITH ADDRESS SIGN ATTACHED 50.8 FT (15.5 M) NORTHWEST FROM THE
 DM7342'CENTER OF STATE HIGHWAY M-43 AND 4.9 FT (1.5 M) NORTH-NORTHWEST OF A
 DM7342'CARSONITE WITNESS POST AND SET IN THE TOP OF A CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7319 ***********************************************************************
 DM7319  DESIGNATION -  08449
 DM7319  PID         -  DM7319
 DM7319  STATE/COUNTY-  MI/BARRY
 DM7319  COUNTRY     -  US
 DM7319  USGS QUAD   -  DOWLING (2017)
 DM7319
 DM7319                         *CURRENT SURVEY CONTROL
 DM7319  ______________________________________________________________________
 DM7319* NAD 83(1986) POSITION- 42 35 44.     (N) 085 21 14.     (W)   SCALED
 DM7319* NAVD 88 ORTHO HEIGHT -   278.230 (meters)      912.83  (feet) ADJUSTED
 DM7319  ______________________________________________________________________
 DM7319  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 DM7319  DYNAMIC HEIGHT  -        278.145 (meters)      912.55  (feet) COMP
 DM7319  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 DM7319
 DM7319  VERT ORDER      -  SECOND    CLASS I
 DM7319
 DM7319.The horizontal coordinates were scaled from a map and have
 DM7319.an estimated accuracy of +/- 6 seconds.
 DM7319
 DM7319.The orthometric height was determined by differential leveling and
 DM7319.adjusted by the NATIONAL GEODETIC SURVEY
 DM7319.in August 2013.
 DM7319
 DM7319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7319.GEOID18 height accuracy estimate available here.
 DM7319
 DM7319.Click photographs - Photos may exist for this station.
 DM7319
 DM7319.The dynamic height is computed by dividing the NAVD 88
 DM7319.geopotential number by the normal gravity value computed on the
 DM7319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7319.degrees latitude (g = 980.6199 gals.).
 DM7319
 DM7319.The modeled gravity was interpolated from observed gravity values.
 DM7319
 DM7319;                    North         East    Units  Estimated Accuracy
 DM7319;SPC MI S     -   122,170.    3,918,980.      MT  (+/- 180 meters Scaled)
 DM7319
 DM7319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN350172(NAD 83)
 DM7319
 DM7319                          SUPERSEDED SURVEY CONTROL
 DM7319
 DM7319.No superseded survey control is available for this station.
 DM7319
 DM7319_MARKER: DD = SURVEY DISK
 DM7319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7319_STAMPING: 08449 2001
 DM7319_MARK LOGO: MIDT
 DM7319_PROJECTION: FLUSH
 DM7319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7319+STABILITY: SURFACE MOTION
 DM7319
 DM7319  HISTORY     - Date     Condition        Report By
 DM7319  HISTORY     - 2001     MONUMENTED       MI-015
 DM7319  HISTORY     - 20050517 GOOD             MIDT
 DM7319
 DM7319                          STATION DESCRIPTION
 DM7319
 DM7319'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7319'STATION IS 10.7 KM (6.7 MI) SOUTH OF HASTINGS ON M-43 AND 2.4 KM (1.5
 DM7319'MI) NORTH OF THE INTERSECTION OF SCHULTZ RD.
 DM7319'
 DM7319'TO REACH STATION FROM THE JUNCTION OF STREET AND BROADWAY(M-43 AND
 DM7319'M-37) IN HASTINGS, GO WEST ON STATE STREET 3.7 KM (2.3 MI) TO THE
 DM7319'JUNCTION OF M-37 AND M-43.  CONTINUE SOUTH ON M-43 6.8 KM (4.2 MI) TO
 DM7319'THE STATION ON THE LEFT, JUST SOUTH OF A DRIVEWAY LEADING TO HOUSE
 DM7319'NUMBER 3953 SOUTH M-43 HIGHWAY.
 DM7319'
 DM7319'THE STATION IS LOCATED, 42.1 M (138.1 FT) NORTH OF THE CENTERLINE OF A
 DM7319'LARGE OVERHEAD POWER TRANSMISSION LINE, 29.3 M (96.1 FT)
 DM7319'SOUTH-SOUTHEAST OF A MAILBOX POST, 12.2 M (40.0 FT) SOUTH OF A
 DM7319'TELEPHONE RISER, 9.8 M (32.2 FT) EAST IF THE CENTERLINE OF M-43, 8.8 M
 DM7319'(28.9 FT) SOUTH-SOUTHWEST OF THE NORTHERNMOST GATE POST, 4.7 M (15.4
 DM7319'FT) SOUTHWEST OF THE SOUTHERNMOST GATE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7320 ***********************************************************************
 DM7320  DESIGNATION -  08450
 DM7320  PID         -  DM7320
 DM7320  STATE/COUNTY-  MI/BARRY
 DM7320  COUNTRY     -  US
 DM7320  USGS QUAD   -  DOWLING (2017)
 DM7320
 DM7320                         *CURRENT SURVEY CONTROL
 DM7320  ______________________________________________________________________
 DM7320* NAD 83(1986) POSITION- 42 34 50.     (N) 085 19 46.     (W)   SCALED
 DM7320* NAVD 88 ORTHO HEIGHT -   277.648 (meters)      910.92  (feet) ADJUSTED
 DM7320  ______________________________________________________________________
 DM7320  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 DM7320  DYNAMIC HEIGHT  -        277.562 (meters)      910.63  (feet) COMP
 DM7320  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 DM7320
 DM7320  VERT ORDER      -  SECOND    CLASS I
 DM7320
 DM7320.The horizontal coordinates were scaled from a map and have
 DM7320.an estimated accuracy of +/- 6 seconds.
 DM7320
 DM7320.The orthometric height was determined by differential leveling and
 DM7320.adjusted by the NATIONAL GEODETIC SURVEY
 DM7320.in August 2013.
 DM7320
 DM7320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7320.GEOID18 height accuracy estimate available here.
 DM7320
 DM7320.Click photographs - Photos may exist for this station.
 DM7320
 DM7320.The dynamic height is computed by dividing the NAVD 88
 DM7320.geopotential number by the normal gravity value computed on the
 DM7320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7320.degrees latitude (g = 980.6199 gals.).
 DM7320
 DM7320.The modeled gravity was interpolated from observed gravity values.
 DM7320
 DM7320;                    North         East    Units  Estimated Accuracy
 DM7320;SPC MI S     -   120,480.    3,920,970.      MT  (+/- 180 meters Scaled)
 DM7320
 DM7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN370155(NAD 83)
 DM7320
 DM7320                          SUPERSEDED SURVEY CONTROL
 DM7320
 DM7320.No superseded survey control is available for this station.
 DM7320
 DM7320_MARKER: DD = SURVEY DISK
 DM7320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7320_STAMPING: 08450 2001
 DM7320_MARK LOGO: MIDT
 DM7320_PROJECTION: FLUSH
 DM7320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7320+STABILITY: SURFACE MOTION
 DM7320
 DM7320  HISTORY     - Date     Condition        Report By
 DM7320  HISTORY     - 2001     MONUMENTED       MI-015
 DM7320  HISTORY     - 20050517 GOOD             MIDT
 DM7320
 DM7320                          STATION DESCRIPTION
 DM7320
 DM7320'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7320'STATION IS 12.0 KM (7.5 MI) FROM SOUTH-SOUTHWEST OF HASTINGS AND 2.0
 DM7320'KM (1.2 MI) EAST OF THE INTERSECTION OF SCHULTZ ROAD AND M-43.
 DM7320'
 DM7320'TO REACH STATION FROM THE JUNCTION OF STREET AND BROADWAY(M-43 AND
 DM7320'M-37) IN HASTINGS, GO WEST ON STATE STREET 3.7 KM (2.3 MI) TO THE
 DM7320'JUNCTION OF M-37 AND M-43.  CONTINUE SOUTH ON M-43 8.5 KM (5.3 MI) TO
 DM7320'THE INTERSECTION OF SHULTZ ROAD.  TURN LEFT AND GO 1.9 KM (1.2 MI) TO
 DM7320'THE STATION ON THE LEFT, OPPOSITE A DRIVEWAY TO ADDRESS 2275 SCHULTZ
 DM7320'ROAD.
 DM7320'
 DM7320'THE STATION IS LOCATED, 20.4 M (66.9 FT) NORTHEAST OF A UTILITY POLE,
 DM7320'13.1 M (43.0 FT) WEST-SOUTHWEST OF A TELEPHONE RISER, 11.0 M (36.1 FT)
 DM7320'NORTH-NORTHWEST OF A MAILBOX POST, 9.1 M (29.9 FT) WEST OF THE
 DM7320'CENTERLINE OF A GRAVEL DRIVEWAY(EXTENDED NORTH), 5.8 M (19.0 FT) NORTH
 DM7320'OF THE CENTERLINE OF SCHULTZ ROAD, 2.4 M (7.9 FT) NORTH OF THE NORTH
 DM7320'EDGE OF BITUMINOUS ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7321 ***********************************************************************
 DM7321  DESIGNATION -  08451
 DM7321  PID         -  DM7321
 DM7321  STATE/COUNTY-  MI/BARRY
 DM7321  COUNTRY     -  US
 DM7321  USGS QUAD   -  DOWLING (2017)
 DM7321
 DM7321                         *CURRENT SURVEY CONTROL
 DM7321  ______________________________________________________________________
 DM7321* NAD 83(1986) POSITION- 42 35 09.     (N) 085 19 11.     (W)   SCALED
 DM7321* NAVD 88 ORTHO HEIGHT -   277.839 (meters)      911.54  (feet) ADJUSTED
 DM7321  ______________________________________________________________________
 DM7321  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 DM7321  DYNAMIC HEIGHT  -        277.753 (meters)      911.26  (feet) COMP
 DM7321  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 DM7321
 DM7321  VERT ORDER      -  SECOND    CLASS I
 DM7321
 DM7321.The horizontal coordinates were scaled from a map and have
 DM7321.an estimated accuracy of +/- 6 seconds.
 DM7321
 DM7321.The orthometric height was determined by differential leveling and
 DM7321.adjusted by the NATIONAL GEODETIC SURVEY
 DM7321.in August 2013.
 DM7321
 DM7321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7321.GEOID18 height accuracy estimate available here.
 DM7321
 DM7321.Click photographs - Photos may exist for this station.
 DM7321
 DM7321.The dynamic height is computed by dividing the NAVD 88
 DM7321.geopotential number by the normal gravity value computed on the
 DM7321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7321.degrees latitude (g = 980.6199 gals.).
 DM7321
 DM7321.The modeled gravity was interpolated from observed gravity values.
 DM7321
 DM7321;                    North         East    Units  Estimated Accuracy
 DM7321;SPC MI S     -   121,050.    3,921,780.      MT  (+/- 180 meters Scaled)
 DM7321
 DM7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN378161(NAD 83)
 DM7321
 DM7321                          SUPERSEDED SURVEY CONTROL
 DM7321
 DM7321.No superseded survey control is available for this station.
 DM7321
 DM7321_MARKER: DD = SURVEY DISK
 DM7321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7321_STAMPING: 08451 2001
 DM7321_MARK LOGO: MIDT
 DM7321_PROJECTION: FLUSH
 DM7321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7321+STABILITY: SURFACE MOTION
 DM7321
 DM7321  HISTORY     - Date     Condition        Report By
 DM7321  HISTORY     - 2001     MONUMENTED       MI-015
 DM7321  HISTORY     - 20050517 GOOD             MIDT
 DM7321
 DM7321                          STATION DESCRIPTION
 DM7321
 DM7321'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7321'STATION IS 12.6 KM (7.8 MI) SOUTH-SOUTHWEST OF HASTINGS AND 4.1 KM
 DM7321'(2.5 MI) EAST OF THE INTERSECTION OF SCHULTZ ROAD AND M-43.
 DM7321'
 DM7321'TO REACH STATION FROM THE JUNCTION OF STREET AND BROADWAY(M-43 AND
 DM7321'M-37) IN HASTINGS, GO WEST ON STATE STREET 3.7 KM (2.3 MI) TO THE
 DM7321'JUNCTION OF M-37 AND M-43.  CONTINUE SOUTH ON M-43 8.5 KM (5.3 MI) TO
 DM7321'THE INTERSECTION OF SHULTZ ROAD.  TURN LEFT AND GO 3.5 KM (2.2 MI) TO
 DM7321'THE INTERSECTION OF CEDAR CREEK ROAD.  TURN LEFT AND GO NORTH 0.6 KM
 DM7321'(0.4 MI) TO STATION ON THE RIGHT.
 DM7321'
 DM7321'THE STATION IS LOCATED, 75.8 M (248.7 FT) SOUTH-SOUTHEAST OF A ROAD
 DM7321'SIGN, 60.5 M (198.5 FT) SOUTH-SOUTHEAST OF A POWER POLE, 32.0 M (105.0
 DM7321'FT) NORTHWEST OF THE SIXTH POLE ON NORTH CORNER OF NORTHWEST FENCE
 DM7321'LINE, 0.55 M (1.8 FT) TO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7316 ***********************************************************************
 DM7316  DESIGNATION -  08454
 DM7316  PID         -  DM7316
 DM7316  STATE/COUNTY-  MI/BARRY
 DM7316  COUNTRY     -  US
 DM7316  USGS QUAD   -  HASTINGS (2017)
 DM7316
 DM7316                         *CURRENT SURVEY CONTROL
 DM7316  ______________________________________________________________________
 DM7316* NAD 83(1986) POSITION- 42 38 45.     (N) 085 20 08.     (W)   SCALED
 DM7316* NAVD 88 ORTHO HEIGHT -   258.649 (meters)      848.58  (feet) ADJUSTED
 DM7316  ______________________________________________________________________
 DM7316  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 DM7316  DYNAMIC HEIGHT  -        258.571 (meters)      848.33  (feet) COMP
 DM7316  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 DM7316
 DM7316  VERT ORDER      -  SECOND    CLASS I
 DM7316
 DM7316.The horizontal coordinates were scaled from a map and have
 DM7316.an estimated accuracy of +/- 6 seconds.
 DM7316
 DM7316.The orthometric height was determined by differential leveling and
 DM7316.adjusted by the NATIONAL GEODETIC SURVEY
 DM7316.in August 2013.
 DM7316
 DM7316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7316.GEOID18 height accuracy estimate available here.
 DM7316
 DM7316.Click photographs - Photos may exist for this station.
 DM7316
 DM7316.The dynamic height is computed by dividing the NAVD 88
 DM7316.geopotential number by the normal gravity value computed on the
 DM7316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7316.degrees latitude (g = 980.6199 gals.).
 DM7316
 DM7316.The modeled gravity was interpolated from observed gravity values.
 DM7316
 DM7316;                    North         East    Units  Estimated Accuracy
 DM7316;SPC MI S     -   127,730.    3,920,550.      MT  (+/- 180 meters Scaled)
 DM7316
 DM7316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN364228(NAD 83)
 DM7316
 DM7316                          SUPERSEDED SURVEY CONTROL
 DM7316
 DM7316.No superseded survey control is available for this station.
 DM7316
 DM7316_MARKER: DD = SURVEY DISK
 DM7316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7316_STAMPING: 08454 2001
 DM7316_MARK LOGO: MIDT
 DM7316_PROJECTION: FLUSH
 DM7316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7316+STABILITY: SURFACE MOTION
 DM7316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7316+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 DM7316
 DM7316  HISTORY     - Date     Condition        Report By
 DM7316  HISTORY     - 2001     MONUMENTED       MI-015
 DM7316  HISTORY     - 20030515 GOOD             MI-015
 DM7316  HISTORY     - 20250520 GOOD             ROWEIN
 DM7316
 DM7316                          STATION DESCRIPTION
 DM7316
 DM7316'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7316'THE STATION IS LOCATED 0.1 KM (0.1 MI) WEST OF HASTINGS, 30.3 KM (18.8
 DM7316'MI) EAST OF BRADLEY.
 DM7316'
 DM7316'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7316'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7316'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43 AND M-37
 DM7316'AND THE STATION ON THE RIGHT, IN THE NORTHWEST QUADRANT OF THE
 DM7316'INTERSECTION.  AT THE POINT IN FRONT OF THORAPPLE MOTORS CAR SALES.
 DM7316'
 DM7316'THE STATION IS LOCATED, 17.7 M (58.1 FT) NORTH OF THE CENTERLINE OF
 DM7316'M-43, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTERLINE OF M-43, 8.2 M
 DM7316'(26.9 FT) NORTHWEST OF AN AMERITECH MANHOLE(IN ROAD), 7.3 M (24.0 FT)
 DM7316'EAST OF AN AMERITECH MANHOLE, 4.3 M (14.1 FT) SOUTHWEST OF A CONCRETE
 DM7316'RIGHT-OF-WAY MARKER.
 DM7316
 DM7316                          STATION RECOVERY (2025)
 DM7316
 DM7316'RECOVERY NOTE BY ROWE INCORPORATED 2025 (SJS)
 DM7316'17 FT (5.2 M) NORTH OF A STRAIN POLE.  ALL OTHER WITNESSES STILL
 DM7316'EXIST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7315 ***********************************************************************
 DM7315  DESIGNATION -  08456
 DM7315  PID         -  DM7315
 DM7315  STATE/COUNTY-  MI/BARRY
 DM7315  COUNTRY     -  US
 DM7315  USGS QUAD   -  HASTINGS (2017)
 DM7315
 DM7315                         *CURRENT SURVEY CONTROL
 DM7315  ______________________________________________________________________
 DM7315* NAD 83(1986) POSITION- 42 38 44.     (N) 085 21 57.     (W)   SCALED
 DM7315* NAVD 88 ORTHO HEIGHT -   268.137 (meters)      879.71  (feet) ADJUSTED
 DM7315  ______________________________________________________________________
 DM7315  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 DM7315  DYNAMIC HEIGHT  -        268.056 (meters)      879.45  (feet) COMP
 DM7315  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 DM7315
 DM7315  VERT ORDER      -  SECOND    CLASS I
 DM7315
 DM7315.The horizontal coordinates were scaled from a map and have
 DM7315.an estimated accuracy of +/- 6 seconds.
 DM7315
 DM7315.The orthometric height was determined by differential leveling and
 DM7315.adjusted by the NATIONAL GEODETIC SURVEY
 DM7315.in August 2013.
 DM7315
 DM7315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7315.GEOID18 height accuracy estimate available here.
 DM7315
 DM7315.Click photographs - Photos may exist for this station.
 DM7315
 DM7315.The dynamic height is computed by dividing the NAVD 88
 DM7315.geopotential number by the normal gravity value computed on the
 DM7315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7315.degrees latitude (g = 980.6199 gals.).
 DM7315
 DM7315.The modeled gravity was interpolated from observed gravity values.
 DM7315
 DM7315;                    North         East    Units  Estimated Accuracy
 DM7315;SPC MI S     -   127,730.    3,918,070.      MT  (+/- 180 meters Scaled)
 DM7315
 DM7315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN339227(NAD 83)
 DM7315
 DM7315                          SUPERSEDED SURVEY CONTROL
 DM7315
 DM7315.No superseded survey control is available for this station.
 DM7315
 DM7315_MARKER: DD = SURVEY DISK
 DM7315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7315_STAMPING: 08456 2001
 DM7315_MARK LOGO: MIDT
 DM7315_PROJECTION: FLUSH
 DM7315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7315+STABILITY: SURFACE MOTION
 DM7315
 DM7315  HISTORY     - Date     Condition        Report By
 DM7315  HISTORY     - 2001     MONUMENTED       MI-015
 DM7315
 DM7315                          STATION DESCRIPTION
 DM7315
 DM7315'DESCRIBED BY BARRY COUNTY MICHIGAN 2001
 DM7315'THE STATION IS LOCATED 2.3 KM (1.4 MI) WEST OF HASTINGS, 28.7 KM (17.8
 DM7315'MI) EAST OF BRADLEY.
 DM7315'
 DM7315'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7315'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7315'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7315'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 2.1 KM (1.3 MI) TO THE
 DM7315'INTERSECTION OF IRVING ROAD AND THE STATION ON THE LEFT, IN THE
 DM7315'SOUTHEAST QUADRANT.
 DM7315'
 DM7315'THE STATION IS LOCATED, 23.2 M (76.1 FT) EAST OF A TELEPHONE RISER,
 DM7315'12.5 M (41.0 FT) WEST OF THE CENTERLINE OF AIRPORT ROAD, 11.0 M (36.1
 DM7315'FT) NORTH OF THE CENTERLINE OF M-179, 9.8 M (32.2 FT) WEST OF THE BASE
 DM7315'OF A STOP SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7314 ***********************************************************************
 DM7314  DESIGNATION -  08457
 DM7314  PID         -  DM7314
 DM7314  STATE/COUNTY-  MI/BARRY
 DM7314  COUNTRY     -  US
 DM7314  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7314
 DM7314                         *CURRENT SURVEY CONTROL
 DM7314  ______________________________________________________________________
 DM7314* NAD 83(1986) POSITION- 42 38 44.     (N) 085 22 56.     (W)   SCALED
 DM7314* NAVD 88 ORTHO HEIGHT -   259.391 (meters)      851.02  (feet) ADJUSTED
 DM7314  ______________________________________________________________________
 DM7314  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 DM7314  DYNAMIC HEIGHT  -        259.313 (meters)      850.76  (feet) COMP
 DM7314  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 DM7314
 DM7314  VERT ORDER      -  SECOND    CLASS I
 DM7314
 DM7314.The horizontal coordinates were scaled from a map and have
 DM7314.an estimated accuracy of +/- 6 seconds.
 DM7314
 DM7314.The orthometric height was determined by differential leveling and
 DM7314.adjusted by the NATIONAL GEODETIC SURVEY
 DM7314.in August 2013.
 DM7314
 DM7314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7314.GEOID18 height accuracy estimate available here.
 DM7314
 DM7314.Click photographs - Photos may exist for this station.
 DM7314
 DM7314.The dynamic height is computed by dividing the NAVD 88
 DM7314.geopotential number by the normal gravity value computed on the
 DM7314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7314.degrees latitude (g = 980.6199 gals.).
 DM7314
 DM7314.The modeled gravity was interpolated from observed gravity values.
 DM7314
 DM7314;                    North         East    Units  Estimated Accuracy
 DM7314;SPC MI S     -   127,750.    3,916,730.      MT  (+/- 180 meters Scaled)
 DM7314
 DM7314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN326227(NAD 83)
 DM7314
 DM7314                          SUPERSEDED SURVEY CONTROL
 DM7314
 DM7314.No superseded survey control is available for this station.
 DM7314
 DM7314_MARKER: DD = SURVEY DISK
 DM7314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7314_STAMPING: 08457 2001
 DM7314_MARK LOGO: MIDT
 DM7314_PROJECTION: FLUSH
 DM7314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7314+STABILITY: SURFACE MOTION
 DM7314
 DM7314  HISTORY     - Date     Condition        Report By
 DM7314  HISTORY     - 2001     MONUMENTED       MI-015
 DM7314  HISTORY     - 20030515 GOOD             MI-015
 DM7314
 DM7314                          STATION DESCRIPTION
 DM7314
 DM7314'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7314'THE STATION IS LOCATED 3.72 KM (2.31 MI) WEST OF HASTINGS, 26.4 KM
 DM7314'(16.4 MI) EAST OF BRADLEY.
 DM7314'
 DM7314'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7314'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7314'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7314'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 3.9 KM (2.4 MI) TO THE
 DM7314'INTERSECTION OF IRVING ROAD AND THE STATION ON THE LEFT, IN THE
 DM7314'SOUTHEAST QUADRANT.
 DM7314'
 DM7314'THE STATION IS LOCATED, 25.1 M (82.3 FT) NORTH-NORTHEAST OF A 40 FT
 DM7314'(12.2 M) OAK, 19.5 M (64.0 FT) WEST OF A STREET SIGN BASE, 18.3 M
 DM7314'(60.0 FT) EAST OF THE CENTERLINE OF IRVING ROAD, 8.5 M (27.9 FT) SOUTH
 DM7314'OF THE CENTERLINE OF M-179.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7313 ***********************************************************************
 DM7313  DESIGNATION -  08458
 DM7313  PID         -  DM7313
 DM7313  STATE/COUNTY-  MI/BARRY
 DM7313  COUNTRY     -  US
 DM7313  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7313
 DM7313                         *CURRENT SURVEY CONTROL
 DM7313  ______________________________________________________________________
 DM7313* NAD 83(1986) POSITION- 42 38 45.     (N) 085 24 25.     (W)   SCALED
 DM7313* NAVD 88 ORTHO HEIGHT -   247.402 (meters)      811.68  (feet) ADJUSTED
 DM7313  ______________________________________________________________________
 DM7313  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 DM7313  DYNAMIC HEIGHT  -        247.328 (meters)      811.44  (feet) COMP
 DM7313  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 DM7313
 DM7313  VERT ORDER      -  SECOND    CLASS I
 DM7313
 DM7313.The horizontal coordinates were scaled from a map and have
 DM7313.an estimated accuracy of +/- 6 seconds.
 DM7313
 DM7313.The orthometric height was determined by differential leveling and
 DM7313.adjusted by the NATIONAL GEODETIC SURVEY
 DM7313.in August 2013.
 DM7313
 DM7313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7313.GEOID18 height accuracy estimate available here.
 DM7313
 DM7313.Click photographs - Photos may exist for this station.
 DM7313
 DM7313.The dynamic height is computed by dividing the NAVD 88
 DM7313.geopotential number by the normal gravity value computed on the
 DM7313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7313.degrees latitude (g = 980.6199 gals.).
 DM7313
 DM7313.The modeled gravity was interpolated from observed gravity values.
 DM7313
 DM7313;                    North         East    Units  Estimated Accuracy
 DM7313;SPC MI S     -   127,800.    3,914,700.      MT  (+/- 180 meters Scaled)
 DM7313
 DM7313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN305227(NAD 83)
 DM7313
 DM7313                          SUPERSEDED SURVEY CONTROL
 DM7313
 DM7313.No superseded survey control is available for this station.
 DM7313
 DM7313_MARKER: DD = SURVEY DISK
 DM7313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7313_STAMPING: 08458 2001
 DM7313_MARK LOGO: MIDT
 DM7313_PROJECTION: FLUSH
 DM7313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7313+STABILITY: SURFACE MOTION
 DM7313
 DM7313  HISTORY     - Date     Condition        Report By
 DM7313  HISTORY     - 2001     MONUMENTED       MI-015
 DM7313  HISTORY     - 20030515 GOOD             MI-015
 DM7313
 DM7313                          STATION DESCRIPTION
 DM7313
 DM7313'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7313'THE STATION IS LOCATED 5.7 KM (3.5 MI) WEST OF HASTINGS, 23.1 KM (14.4
 DM7313'MI) EAST OF BRADLEY.
 DM7313'
 DM7313'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7313'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7313'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7313'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 6.2 KM (3.9 MI) TO THE
 DM7313'INTERSECTION OF WHITEMORE ROAD AND THE STATION ON THE LEFT.
 DM7313'
 DM7313'THE STATION IS LOCATED, 21.6 M (70.9 FT) WEST OF THE BASE OF A STOP
 DM7313'SIGN, 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF WHITEMORE ROAD, 7.6 M
 DM7313'(24.9 FT) SOUTH OF THE CENTERLINE OF M-179, 7.0 M (23.0 FT) EAST OF A
 DM7313'TWIN SET OF TELEPHONE RISERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7312 ***********************************************************************
 DM7312  DESIGNATION -  08459
 DM7312  PID         -  DM7312
 DM7312  STATE/COUNTY-  MI/BARRY
 DM7312  COUNTRY     -  US
 DM7312  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7312
 DM7312                         *CURRENT SURVEY CONTROL
 DM7312  ______________________________________________________________________
 DM7312* NAD 83(1986) POSITION- 42 38 45.     (N) 085 25 34.     (W)   SCALED
 DM7312* NAVD 88 ORTHO HEIGHT -   243.518 (meters)      798.94  (feet) ADJUSTED
 DM7312  ______________________________________________________________________
 DM7312  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 DM7312  DYNAMIC HEIGHT  -        243.446 (meters)      798.71  (feet) COMP
 DM7312  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DM7312
 DM7312  VERT ORDER      -  SECOND    CLASS I
 DM7312
 DM7312.The horizontal coordinates were scaled from a map and have
 DM7312.an estimated accuracy of +/- 6 seconds.
 DM7312
 DM7312.The orthometric height was determined by differential leveling and
 DM7312.adjusted by the NATIONAL GEODETIC SURVEY
 DM7312.in August 2013.
 DM7312
 DM7312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7312.GEOID18 height accuracy estimate available here.
 DM7312
 DM7312.Click photographs - Photos may exist for this station.
 DM7312
 DM7312.The dynamic height is computed by dividing the NAVD 88
 DM7312.geopotential number by the normal gravity value computed on the
 DM7312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7312.degrees latitude (g = 980.6199 gals.).
 DM7312
 DM7312.The modeled gravity was interpolated from observed gravity values.
 DM7312
 DM7312;                    North         East    Units  Estimated Accuracy
 DM7312;SPC MI S     -   127,820.    3,913,130.      MT  (+/- 180 meters Scaled)
 DM7312
 DM7312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN290226(NAD 83)
 DM7312
 DM7312                          SUPERSEDED SURVEY CONTROL
 DM7312
 DM7312.No superseded survey control is available for this station.
 DM7312
 DM7312_MARKER: DD = SURVEY DISK
 DM7312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7312_STAMPING: 08459 2001
 DM7312_MARK LOGO: MIDT
 DM7312_PROJECTION: FLUSH
 DM7312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7312+STABILITY: SURFACE MOTION
 DM7312
 DM7312  HISTORY     - Date     Condition        Report By
 DM7312  HISTORY     - 2001     MONUMENTED       MI-015
 DM7312  HISTORY     - 20030515 GOOD             MI-015
 DM7312
 DM7312                          STATION DESCRIPTION
 DM7312
 DM7312'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7312'THE STATION IS LOCATED 7.2 KM (4.5 MI) WEST OF HASTINGS, 22.1 KM (13.7
 DM7312'MI) EAST OF BRADLEY.
 DM7312'
 DM7312'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7312'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7312'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7312'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 7.4 KM (4.6 MI) TO THE
 DM7312'STATION ON THE RIGHT.
 DM7312'
 DM7312'THE STATION IS LOCATED, 70.4 M (231.0 FT) EAST OF THE CENTERLINE OF
 DM7312'PEETS ROAD, 18 M (59.1 FT) NORTHWEST OF THE CENTERLINE OF M-179, 11.3
 DM7312'M (37.1 FT) NORTHWEST OF A PASS WITH CARE SIGN, 10.0 M (32.8 FT) SOUTH
 DM7312'OF THE CENTERLINE OF M-179 EXTENDED FROM THE EAST, 0.9 M (3.0 FT)
 DM7312'SOUTHWEST OF A CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7311 ***********************************************************************
 DM7311  DESIGNATION -  08460
 DM7311  PID         -  DM7311
 DM7311  STATE/COUNTY-  MI/BARRY
 DM7311  COUNTRY     -  US
 DM7311  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7311
 DM7311                         *CURRENT SURVEY CONTROL
 DM7311  ______________________________________________________________________
 DM7311* NAD 83(1986) POSITION- 42 38 19.     (N) 085 26 30.     (W)   SCALED
 DM7311* NAVD 88 ORTHO HEIGHT -   253.350 (meters)      831.20  (feet) ADJUSTED
 DM7311  ______________________________________________________________________
 DM7311  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 DM7311  DYNAMIC HEIGHT  -        253.274 (meters)      830.95  (feet) COMP
 DM7311  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 DM7311
 DM7311  VERT ORDER      -  SECOND    CLASS I
 DM7311
 DM7311.The horizontal coordinates were scaled from a map and have
 DM7311.an estimated accuracy of +/- 6 seconds.
 DM7311
 DM7311.The orthometric height was determined by differential leveling and
 DM7311.adjusted by the NATIONAL GEODETIC SURVEY
 DM7311.in August 2013.
 DM7311
 DM7311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7311.GEOID18 height accuracy estimate available here.
 DM7311
 DM7311.Click photographs - Photos may exist for this station.
 DM7311
 DM7311.The dynamic height is computed by dividing the NAVD 88
 DM7311.geopotential number by the normal gravity value computed on the
 DM7311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7311.degrees latitude (g = 980.6199 gals.).
 DM7311
 DM7311.The modeled gravity was interpolated from observed gravity values.
 DM7311
 DM7311;                    North         East    Units  Estimated Accuracy
 DM7311;SPC MI S     -   127,040.    3,911,840.      MT  (+/- 180 meters Scaled)
 DM7311
 DM7311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN277218(NAD 83)
 DM7311
 DM7311                          SUPERSEDED SURVEY CONTROL
 DM7311
 DM7311.No superseded survey control is available for this station.
 DM7311
 DM7311_MARKER: DD = SURVEY DISK
 DM7311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7311_STAMPING: 08460 2001
 DM7311_MARK LOGO: MIDT
 DM7311_PROJECTION: FLUSH
 DM7311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7311+STABILITY: SURFACE MOTION
 DM7311
 DM7311  HISTORY     - Date     Condition        Report By
 DM7311  HISTORY     - 2001     MONUMENTED       MI-015
 DM7311  HISTORY     - 20050530 GOOD             MIDT
 DM7311
 DM7311                          STATION DESCRIPTION
 DM7311
 DM7311'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7311'THE STATION IS LOCATED 8.5 KM (5.3 MI) WEST OF HASTINGS, 21.7 KM (13.5
 DM7311'MI) EAST OF BRADLEY AND 2.7 KM (1.7 MI) EAST OF THE INTERSECTION OF
 DM7311'YANKEE SPRINGS ROAD.
 DM7311'
 DM7311'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7311'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7311'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7311'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 8.9 KM (5.5 MI) TO A
 DM7311'SAND ROAD RUNNING EAST AND THE STATION ON THE LEFT, IN THE SOUTHWEST
 DM7311'QUADRANT OF THE INTERSECTION.
 DM7311'
 DM7311'THE STATION IS LOCATED, 32.6 M (107.0 FT) WEST OF A TRAIL ROAD LEADING
 DM7311'SOUTH, 17.4 M (57.1 FT) SOUTHEAST OF THE CENTERLINE OF M-179, 2.7 M
 DM7311'(8.9 FT) SOUTHWEST OF THE SOUTHEASTERN EDGE OF GRAVEL, 0.3 M (1.0 FT)
 DM7311'NORTHWEST OF A CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7310 ***********************************************************************
 DM7310  DESIGNATION -  08461
 DM7310  PID         -  DM7310
 DM7310  STATE/COUNTY-  MI/BARRY
 DM7310  COUNTRY     -  US
 DM7310  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7310
 DM7310                         *CURRENT SURVEY CONTROL
 DM7310  ______________________________________________________________________
 DM7310* NAD 83(1986) POSITION- 42 38 19.     (N) 085 28 53.     (W)   SCALED
 DM7310* NAVD 88 ORTHO HEIGHT -   238.819 (meters)      783.53  (feet) ADJUSTED
 DM7310  ______________________________________________________________________
 DM7310  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 DM7310  DYNAMIC HEIGHT  -        238.749 (meters)      783.30  (feet) COMP
 DM7310  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 DM7310
 DM7310  VERT ORDER      -  SECOND    CLASS I
 DM7310
 DM7310.The horizontal coordinates were scaled from a map and have
 DM7310.an estimated accuracy of +/- 6 seconds.
 DM7310
 DM7310.The orthometric height was determined by differential leveling and
 DM7310.adjusted by the NATIONAL GEODETIC SURVEY
 DM7310.in August 2013.
 DM7310
 DM7310.No vertical observational check was made to the station.
 DM7310
 DM7310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7310.GEOID18 height accuracy estimate available here.
 DM7310
 DM7310.Click photographs - Photos may exist for this station.
 DM7310
 DM7310.The dynamic height is computed by dividing the NAVD 88
 DM7310.geopotential number by the normal gravity value computed on the
 DM7310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7310.degrees latitude (g = 980.6199 gals.).
 DM7310
 DM7310.The modeled gravity was interpolated from observed gravity values.
 DM7310
 DM7310;                    North         East    Units  Estimated Accuracy
 DM7310;SPC MI S     -   127,080.    3,908,580.      MT  (+/- 180 meters Scaled)
 DM7310
 DM7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN245218(NAD 83)
 DM7310
 DM7310                          SUPERSEDED SURVEY CONTROL
 DM7310
 DM7310.No superseded survey control is available for this station.
 DM7310
 DM7310_MARKER: DD = SURVEY DISK
 DM7310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7310_STAMPING: 08461 2001
 DM7310_MARK LOGO: MIDT
 DM7310_PROJECTION: FLUSH
 DM7310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7310+STABILITY: SURFACE MOTION
 DM7310
 DM7310  HISTORY     - Date     Condition        Report By
 DM7310  HISTORY     - 2001     MONUMENTED       MI-015
 DM7310  HISTORY     - 20030515 GOOD             MI-015
 DM7310
 DM7310                          STATION DESCRIPTION
 DM7310
 DM7310'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7310'WEST OF HASTINGS, 17.9 KM (11.1 MI) EAST OF BRADLEY AND 1.9 KM (1.2
 DM7310'MI) EAST OF O' NEILS RESTAURANT AND PUB.
 DM7310'
 DM7310'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7310'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7310'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7310'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 12.2 KM (7.6 MI) TO THE
 DM7310'STATION ON THE RIGHT, IN FRONT OF NUMBER 9750 WEST M-179.
 DM7310'
 DM7310'THE STATION IS LOCATED, 32.9 M (107.9 FT) WEST OF THE CENTERLINE OF A
 DM7310'BITUMINOUS DRIVE TO NUMBER 9750 M-179, 29.3 M (96.1 FT) NORTHWEST OF A
 DM7310'PASS WITH CARE SIGN, 11 M (36.1 FT) SOUTHEAST OF A 24 FT (7.3 M) WHITE
 DM7310'PINE TREE, 10.5 M (34.4 FT) EAST OF A ROUND TELEPHONE RISER, 7.3 M
 DM7310'(24.0 FT) SOUTHWEST OF A 16 FT (4.9 M) WHITE PINE TREE, 6.9 M (22.6
 DM7310'FT) NORTH OF THE CENTERLINE OF M-179, 1.7 M (5.6 FT) NORTH OF THE EDGE
 DM7310'OF THE BITUMINOUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7309 ***********************************************************************
 DM7309  DESIGNATION -  08462
 DM7309  PID         -  DM7309
 DM7309  STATE/COUNTY-  MI/BARRY
 DM7309  COUNTRY     -  US
 DM7309  USGS QUAD   -  MIDDLEVILLE (2017)
 DM7309
 DM7309                         *CURRENT SURVEY CONTROL
 DM7309  ______________________________________________________________________
 DM7309* NAD 83(1986) POSITION- 42 38 06.     (N) 085 29 58.     (W)   SCALED
 DM7309* NAVD 88 ORTHO HEIGHT -   231.177 (meters)      758.45  (feet) ADJUSTED
 DM7309  ______________________________________________________________________
 DM7309  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 DM7309  DYNAMIC HEIGHT  -        231.109 (meters)      758.23  (feet) COMP
 DM7309  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 DM7309
 DM7309  VERT ORDER      -  SECOND    CLASS I
 DM7309
 DM7309.The horizontal coordinates were scaled from a map and have
 DM7309.an estimated accuracy of +/- 6 seconds.
 DM7309
 DM7309.The orthometric height was determined by differential leveling and
 DM7309.adjusted by the NATIONAL GEODETIC SURVEY
 DM7309.in August 2013.
 DM7309
 DM7309.No vertical observational check was made to the station.
 DM7309
 DM7309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7309.GEOID18 height accuracy estimate available here.
 DM7309
 DM7309.Click photographs - Photos may exist for this station.
 DM7309
 DM7309.The dynamic height is computed by dividing the NAVD 88
 DM7309.geopotential number by the normal gravity value computed on the
 DM7309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7309.degrees latitude (g = 980.6199 gals.).
 DM7309
 DM7309.The modeled gravity was interpolated from observed gravity values.
 DM7309
 DM7309;                    North         East    Units  Estimated Accuracy
 DM7309;SPC MI S     -   126,700.    3,907,100.      MT  (+/- 180 meters Scaled)
 DM7309
 DM7309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN230213(NAD 83)
 DM7309
 DM7309                          SUPERSEDED SURVEY CONTROL
 DM7309
 DM7309.No superseded survey control is available for this station.
 DM7309
 DM7309_MARKER: DD = SURVEY DISK
 DM7309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7309_STAMPING: 08462 2001
 DM7309_MARK LOGO: MIDT
 DM7309_PROJECTION: FLUSH
 DM7309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7309+STABILITY: SURFACE MOTION
 DM7309
 DM7309  HISTORY     - Date     Condition        Report By
 DM7309  HISTORY     - 2001     MONUMENTED       MI-015
 DM7309  HISTORY     - 20030515 GOOD             MI-015
 DM7309
 DM7309                          STATION DESCRIPTION
 DM7309
 DM7309'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7309'THE STATION IS LOCATED 13.8 KM (8.6 MI) WEST OF HASTINGS, 17.4 KM
 DM7309'(10.8 MI) EAST OF BRADLEY AND 0.3 KM (0.2 MI) WEST OF THE SOUTH NORRIS
 DM7309'ROAD INTERSECTION.
 DM7309'
 DM7309'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7309'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7309'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7309'M-179.  GO EASTERLY ON STATE HIGHWAY M-179 FOR 13.8 KM (8.6 MI) TO THE
 DM7309'ON THE STATION ON THE LEFT, IN THE NORTHEAST CORNER OF ENTRANCE TO
 DM7309'WILLIAMS LAKE PUBLIC ACCESS.
 DM7309'
 DM7309'THE STATION IS LOCATED, 25 M (82.0 FT) EAST OF THE CENTERLINE OF A
 DM7309'TRAIL ROAD LEADING TO WILLIAMS LAKE, 21 M (68.9 FT) EAST OF A STOP
 DM7309'SIGN BASE, 13.7 M (44.9 FT) SOUTHWEST OF A STREET SIGN BASE, 12.2 M
 DM7309'(40.0 FT) SOUTH OF THE CENTERLINE OF M-179, 11.4 M (37.4 FT) NORTHEAST
 DM7309'OF SOUTHERN MOST SIGN POST(CHIEF NOONDAY OUTDOOR CENTER).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7308 ***********************************************************************
 DM7308  DESIGNATION -  08463
 DM7308  PID         -  DM7308
 DM7308  STATE/COUNTY-  MI/BARRY
 DM7308  COUNTRY     -  US
 DM7308  USGS QUAD   -  BOWENS MILL (2017)
 DM7308
 DM7308                         *CURRENT SURVEY CONTROL
 DM7308  ______________________________________________________________________
 DM7308* NAD 83(1986) POSITION- 42 37 52.     (N) 085 30 39.     (W)   SCALED
 DM7308* NAVD 88 ORTHO HEIGHT -   229.587 (meters)      753.24  (feet) ADJUSTED
 DM7308  ______________________________________________________________________
 DM7308  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 DM7308  DYNAMIC HEIGHT  -        229.520 (meters)      753.02  (feet) COMP
 DM7308  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 DM7308
 DM7308  VERT ORDER      -  SECOND    CLASS I
 DM7308
 DM7308.The horizontal coordinates were scaled from a map and have
 DM7308.an estimated accuracy of +/- 6 seconds.
 DM7308
 DM7308.The orthometric height was determined by differential leveling and
 DM7308.adjusted by the NATIONAL GEODETIC SURVEY
 DM7308.in August 2013.
 DM7308
 DM7308.No vertical observational check was made to the station.
 DM7308
 DM7308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7308.GEOID18 height accuracy estimate available here.
 DM7308
 DM7308.Click photographs - Photos may exist for this station.
 DM7308
 DM7308.The dynamic height is computed by dividing the NAVD 88
 DM7308.geopotential number by the normal gravity value computed on the
 DM7308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7308.degrees latitude (g = 980.6199 gals.).
 DM7308
 DM7308.The modeled gravity was interpolated from observed gravity values.
 DM7308
 DM7308;                    North         East    Units  Estimated Accuracy
 DM7308;SPC MI S     -   126,280.    3,906,160.      MT  (+/- 180 meters Scaled)
 DM7308
 DM7308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN221209(NAD 83)
 DM7308
 DM7308                          SUPERSEDED SURVEY CONTROL
 DM7308
 DM7308.No superseded survey control is available for this station.
 DM7308
 DM7308_MARKER: DD = SURVEY DISK
 DM7308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7308_STAMPING: 08463 2001
 DM7308_MARK LOGO: MIDT
 DM7308_PROJECTION: FLUSH
 DM7308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7308+STABILITY: SURFACE MOTION
 DM7308
 DM7308  HISTORY     - Date     Condition        Report By
 DM7308  HISTORY     - 2001     MONUMENTED       MI-015
 DM7308  HISTORY     - 20030515 GOOD             MI-015
 DM7308
 DM7308                          STATION DESCRIPTION
 DM7308
 DM7308'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7308'THE STATION IS LOCATED 15.2 KM (9.4 MI) WEST OF HASTINGS, 15.2 KM (9.4
 DM7308'MI) EAST OF BRADLEY AND 0.8 KM (0.5 MI) WEST OF WILLIAMS LAKE.
 DM7308'
 DM7308'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7308'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7308'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7308'M-179.  GO WESTERLY ON STATE HIGHWAY M-179 FOR 15.1 KM (9.4 MI) TO THE
 DM7308'INTERSECTION OF BRIGGS ROAD AND THE STATION ON THE RIGHT, IN THE
 DM7308'NORTHWEST QUADRANT OF THE INTERSECTION.
 DM7308'
 DM7308'THE STATION IS LOCATED, 15.2 M (49.9 FT) SOUTHEAST OF A TELEPHONE
 DM7308'RISER, 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF M-179, 9.4 M (30.8
 DM7308'FT) WEST OF THE CENTERLINE OF BRIGGS ROAD, 4.7 M (15.4 FT)
 DM7308'SOUTH-SOUTHEAST OF A UTILITY POLE, 3 M (9.8 FT) NORTHWEST OF A
 DM7308'SANITARY SEWER MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7307 ***********************************************************************
 DM7307  DESIGNATION -  08464
 DM7307  PID         -  DM7307
 DM7307  STATE/COUNTY-  MI/BARRY
 DM7307  COUNTRY     -  US
 DM7307  USGS QUAD   -  BOWENS MILL (2017)
 DM7307
 DM7307                         *CURRENT SURVEY CONTROL
 DM7307  ______________________________________________________________________
 DM7307* NAD 83(1986) POSITION- 42 37 51.     (N) 085 31 44.     (W)   SCALED
 DM7307* NAVD 88 ORTHO HEIGHT -   230.083 (meters)      754.86  (feet) ADJUSTED
 DM7307  ______________________________________________________________________
 DM7307  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 DM7307  DYNAMIC HEIGHT  -        230.016 (meters)      754.64  (feet) COMP
 DM7307  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 DM7307
 DM7307  VERT ORDER      -  SECOND    CLASS I
 DM7307
 DM7307.The horizontal coordinates were scaled from a map and have
 DM7307.an estimated accuracy of +/- 6 seconds.
 DM7307
 DM7307.The orthometric height was determined by differential leveling and
 DM7307.adjusted by the NATIONAL GEODETIC SURVEY
 DM7307.in August 2013.
 DM7307
 DM7307.No vertical observational check was made to the station.
 DM7307
 DM7307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7307.GEOID18 height accuracy estimate available here.
 DM7307
 DM7307.Click photographs - Photos may exist for this station.
 DM7307
 DM7307.The dynamic height is computed by dividing the NAVD 88
 DM7307.geopotential number by the normal gravity value computed on the
 DM7307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7307.degrees latitude (g = 980.6199 gals.).
 DM7307
 DM7307.The modeled gravity was interpolated from observed gravity values.
 DM7307
 DM7307;                    North         East    Units  Estimated Accuracy
 DM7307;SPC MI S     -   126,270.    3,904,680.      MT  (+/- 180 meters Scaled)
 DM7307
 DM7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN206208(NAD 83)
 DM7307
 DM7307                          SUPERSEDED SURVEY CONTROL
 DM7307
 DM7307.No superseded survey control is available for this station.
 DM7307
 DM7307_MARKER: DD = SURVEY DISK
 DM7307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7307_STAMPING: 08464 2001
 DM7307_MARK LOGO: MIDT
 DM7307_PROJECTION: FLUSH
 DM7307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7307+STABILITY: SURFACE MOTION
 DM7307
 DM7307  HISTORY     - Date     Condition        Report By
 DM7307  HISTORY     - 2001     MONUMENTED       MI-015
 DM7307  HISTORY     - 20030515 GOOD             MI-015
 DM7307
 DM7307                          STATION DESCRIPTION
 DM7307
 DM7307'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7307'THE STATION IS LOCATED 16.4 KM (10.2 MI) WEST OF HASTINGS, 12.3 KM
 DM7307'(7.6 MI) EAST OF BRADLEY AND 0.9 KM (0.6 MI) NORTHWEST OF GUN LAKE IN
 DM7307'THE NORTHEAST QUADRANT.
 DM7307'
 DM7307'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7307'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7307'FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43, M-37 AND
 DM7307'M-179 GO WESTERLY ON STATE HIGHWAY M-179 FOR 16.6 KM (10.3 MI) TO THE
 DM7307'STATION ON THE LEFT, ACROSS FROM THE GUN LAKE COMMUNITY CHURCH.
 DM7307'
 DM7307'THE STATION IS LOCATED, 17.7 M (58.1 FT) WEST OF THE CENTERLINE OF A
 DM7307'GRAVEL DRIVEWAY, 15.2 M (49.9 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 DM7307'DRIVEWAY, 12.2 M (40.0 FT) NORTH OF A UTILITY POLE, 6.7 M (22.0 FT)
 DM7307'SOUTH OF THE CENTERLINE OF M-179, 1.5 M (4.9 FT) SOUTH OF THE SOUTH
 DM7307'EDGE OF BITUMINOUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7306 ***********************************************************************
 DM7306  DESIGNATION -  08465
 DM7306  PID         -  DM7306
 DM7306  STATE/COUNTY-  MI/BARRY
 DM7306  COUNTRY     -  US
 DM7306  USGS QUAD   -  BOWENS MILL (2017)
 DM7306
 DM7306                         *CURRENT SURVEY CONTROL
 DM7306  ______________________________________________________________________
 DM7306* NAD 83(1986) POSITION- 42 37 51.     (N) 085 32 37.     (W)   SCALED
 DM7306* NAVD 88 ORTHO HEIGHT -   237.001 (meters)      777.56  (feet) ADJUSTED
 DM7306  ______________________________________________________________________
 DM7306  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 DM7306  DYNAMIC HEIGHT  -        236.932 (meters)      777.33  (feet) COMP
 DM7306  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 DM7306
 DM7306  VERT ORDER      -  SECOND    CLASS I
 DM7306
 DM7306.The horizontal coordinates were scaled from a map and have
 DM7306.an estimated accuracy of +/- 6 seconds.
 DM7306
 DM7306.The orthometric height was determined by differential leveling and
 DM7306.adjusted by the NATIONAL GEODETIC SURVEY
 DM7306.in August 2013.
 DM7306
 DM7306.No vertical observational check was made to the station.
 DM7306
 DM7306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7306.GEOID18 height accuracy estimate available here.
 DM7306
 DM7306.Click photographs - Photos may exist for this station.
 DM7306
 DM7306.The dynamic height is computed by dividing the NAVD 88
 DM7306.geopotential number by the normal gravity value computed on the
 DM7306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7306.degrees latitude (g = 980.6199 gals.).
 DM7306
 DM7306.The modeled gravity was interpolated from observed gravity values.
 DM7306
 DM7306;                    North         East    Units  Estimated Accuracy
 DM7306;SPC MI S     -   126,290.    3,903,470.      MT  (+/- 180 meters Scaled)
 DM7306
 DM7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN194208(NAD 83)
 DM7306
 DM7306                          SUPERSEDED SURVEY CONTROL
 DM7306
 DM7306.No superseded survey control is available for this station.
 DM7306
 DM7306_MARKER: DD = SURVEY DISK
 DM7306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7306_STAMPING: 08465 2001
 DM7306_MARK LOGO: MIDT
 DM7306_PROJECTION: FLUSH
 DM7306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7306+STABILITY: SURFACE MOTION
 DM7306
 DM7306  HISTORY     - Date     Condition        Report By
 DM7306  HISTORY     - 2001     MONUMENTED       MI-015
 DM7306  HISTORY     - 20030515 GOOD             MI-015
 DM7306
 DM7306                          STATION DESCRIPTION
 DM7306
 DM7306'DESCRIBED BY BARRY COUNTY MICHIGAN 2003 (BLR)
 DM7306'THE STATION IS LOCATED 23.0 KM (14.3 MI) WEST OF HASTINGS, 7.2 KM (4.5
 DM7306'MI) EAST OF BRADLEY AND 1.9 KM (1.2 MI) NORTHWEST OF GUN LAKE IN THE
 DM7306'NORTHEAST QUADRANT OF THE INTERSECTION OF M-179 AND PATTERSON ROAD.
 DM7306'
 DM7306'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7306'(STATE HIGHWAYS M-43 AND M-37) IN HASTINGS, GO WEST ON STATE STREET
 DM7306'FOR 4.1 KM (2.5 MI) TO THE JUNCTION OF STATE HIGHWAYS M-43 AND M-179.
 DM7306'GO WESTERLY ON STATE HIGHWAY M-179 FOR 17.3 KM (10.8 MI) TO THE
 DM7306'INTERSECTION OF PATTERSON ROAD AND THE STATION ON THE RIGHT.
 DM7306'
 DM7306'THE STATION IS LOCATED, 28.7 M (94.2 FT) EAST OF THE CENTERLINE OF
 DM7306'PATTERSON ROAD, 9.9 M (32.5 FT) WEST-SOUTHWEST OF A POST OFFICE DROP
 DM7306'BOX, 9.1 M (29.9 FT) EAST OF THE BASE OF A STOP SIGN, 8.5 M (27.9 FT)
 DM7306'SOUTHWEST OF AN ELECTRIC METER, 7.9 M (25.9 FT) NORTH OF THE
 DM7306'CENTERLINE OF M-179, 3 M (9.8 FT) SOUTHWEST OF A UTILITY POLE AND 0.8
 DM7306'M (2.6 FT) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7345 ***********************************************************************
 DM7345  DESIGNATION -  08466
 DM7345  PID         -  DM7345
 DM7345  STATE/COUNTY-  MI/BARRY
 DM7345  COUNTRY     -  US
 DM7345  USGS QUAD   -  HASTINGS (2017)
 DM7345
 DM7345                         *CURRENT SURVEY CONTROL
 DM7345  ______________________________________________________________________
 DM7345* NAD 83(1986) POSITION- 42 38 51.     (N) 085 18 55.     (W)   SCALED
 DM7345* NAVD 88 ORTHO HEIGHT -   234.125 (meters)      768.13  (feet) ADJUSTED
 DM7345  ______________________________________________________________________
 DM7345  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 DM7345  DYNAMIC HEIGHT  -        234.053 (meters)      767.89  (feet) COMP
 DM7345  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 DM7345
 DM7345  VERT ORDER      -  SECOND    CLASS I
 DM7345
 DM7345.The horizontal coordinates were scaled from a map and have
 DM7345.an estimated accuracy of +/- 6 seconds.
 DM7345
 DM7345.The orthometric height was determined by differential leveling and
 DM7345.adjusted by the NATIONAL GEODETIC SURVEY
 DM7345.in August 2013.
 DM7345
 DM7345.No vertical observational check was made to the station.
 DM7345
 DM7345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7345.GEOID18 height accuracy estimate available here.
 DM7345
 DM7345.Click photographs - Photos may exist for this station.
 DM7345
 DM7345.The dynamic height is computed by dividing the NAVD 88
 DM7345.geopotential number by the normal gravity value computed on the
 DM7345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7345.degrees latitude (g = 980.6199 gals.).
 DM7345
 DM7345.The modeled gravity was interpolated from observed gravity values.
 DM7345
 DM7345;                    North         East    Units  Estimated Accuracy
 DM7345;SPC MI S     -   127,900.    3,922,220.      MT  (+/- 180 meters Scaled)
 DM7345
 DM7345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN381230(NAD 83)
 DM7345
 DM7345                          SUPERSEDED SURVEY CONTROL
 DM7345
 DM7345.No superseded survey control is available for this station.
 DM7345
 DM7345_MARKER: DD = SURVEY DISK
 DM7345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7345_SP_SET: CULVERT HEADWALL
 DM7345_STAMPING: 08466 2003
 DM7345_MARK LOGO: MIDT
 DM7345_PROJECTION: FLUSH
 DM7345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7345+STABILITY: SURFACE MOTION
 DM7345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7345+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 DM7345
 DM7345  HISTORY     - Date     Condition        Report By
 DM7345  HISTORY     - 20030716 MONUMENTED       MI-015
 DM7345  HISTORY     - 20050518 GOOD             MIDT
 DM7345  HISTORY     - 20250520 GOOD             ROWEIN
 DM7345
 DM7345                          STATION DESCRIPTION
 DM7345
 DM7345'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7345'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 13, T3N, R9W
 DM7345'RUTLAND CHARTER TOWNSHIP ON THE WESTERN EDGE OF HASTINGS AND ON THE
 DM7345'HIGHWAY RIGHT-OF-WAY.
 DM7345'
 DM7345'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY AVENUE (M-37) AND
 DM7345'STATE STREET (M-43) IN HASTINGS, GO WEST ON STATE STREET FOR 1.1 MI
 DM7345'(1.8 KM) TO THE STATION ON THE LEFT.
 DM7345'
 DM7345'THE STATION IS LOCATED 71.2 FT (21.7 M) SOUTH OF THE CENTERLINE OF
 DM7345'STATE STREET (M-43) AND 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE
 DM7345'WITNESS POST.
 DM7345
 DM7345                          STATION RECOVERY (2025)
 DM7345
 DM7345'RECOVERY NOTE BY ROWE INCORPORATED 2025 (SJS)
 DM7345'FOUND ON THE WEST SIDE CONCRETE HEAD WALL SOUTH OF M-43 BETWEEN
 DM7345'HOLIDAY INN AND DOLLAR GENERAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7341 ***********************************************************************
 DM7341  DESIGNATION -  08467
 DM7341  PID         -  DM7341
 DM7341  STATE/COUNTY-  MI/BARRY
 DM7341  COUNTRY     -  US
 DM7341  USGS QUAD   -  HASTINGS (2017)
 DM7341
 DM7341                         *CURRENT SURVEY CONTROL
 DM7341  ______________________________________________________________________
 DM7341* NAD 83(1986) POSITION- 42 38 16.     (N) 085 17 44.     (W)   SCALED
 DM7341* NAVD 88 ORTHO HEIGHT -   258.423 (meters)      847.84  (feet) ADJUSTED
 DM7341  ______________________________________________________________________
 DM7341  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 DM7341  DYNAMIC HEIGHT  -        258.344 (meters)      847.58  (feet) COMP
 DM7341  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 DM7341
 DM7341  VERT ORDER      -  SECOND    CLASS I
 DM7341
 DM7341.The horizontal coordinates were scaled from a map and have
 DM7341.an estimated accuracy of +/- 6 seconds.
 DM7341
 DM7341.The orthometric height was determined by differential leveling and
 DM7341.adjusted by the NATIONAL GEODETIC SURVEY
 DM7341.in August 2013.
 DM7341
 DM7341.No vertical observational check was made to the station.
 DM7341
 DM7341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7341.GEOID18 height accuracy estimate available here.
 DM7341
 DM7341.Click photographs - Photos may exist for this station.
 DM7341
 DM7341.The dynamic height is computed by dividing the NAVD 88
 DM7341.geopotential number by the normal gravity value computed on the
 DM7341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7341.degrees latitude (g = 980.6199 gals.).
 DM7341
 DM7341.The modeled gravity was interpolated from observed gravity values.
 DM7341
 DM7341;                    North         East    Units  Estimated Accuracy
 DM7341;SPC MI S     -   126,800.    3,923,820.      MT  (+/- 180 meters Scaled)
 DM7341
 DM7341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN397220(NAD 83)
 DM7341
 DM7341                          SUPERSEDED SURVEY CONTROL
 DM7341
 DM7341.No superseded survey control is available for this station.
 DM7341
 DM7341_MARKER: DD = SURVEY DISK
 DM7341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7341_SP_SET: CULVERT HEADWALL
 DM7341_STAMPING: 08467 2003
 DM7341_MARK LOGO: MIDT
 DM7341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7341+STABILITY: SURFACE MOTION
 DM7341
 DM7341  HISTORY     - Date     Condition        Report By
 DM7341  HISTORY     - 20030716 MONUMENTED       MI-015
 DM7341  HISTORY     - 20050518 GOOD             MIDT
 DM7341
 DM7341                          STATION DESCRIPTION
 DM7341
 DM7341'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7341'THE STATION IS LOCATED IN THE NORTHEAST 1/4 SECTION 19, T3N, R8W IN
 DM7341'THE CITY OF HASTINGS WHICH IS ABOUT 12 MI (19.3 KM) NORTHWEST OF
 DM7341'NASHVILLE, 10 MI (16.1 KM) NORTH OF DOWLING AND 9 MI (14.5 KM)
 DM7341'SOUTHWEST OF WOODLAND AND LOCATED AT THE HASTINGS HIGH SCHOOL.
 DM7341'OWNERSHIP CITY OF HASTINGS, HASTINGS AREA SCHOOL SYSTEM, MR. CARL A.
 DM7341'SCHOESSEL, SUPERINTENDENT, 232 WEST GRAND STREET, HASTINGS MI, 49058.
 DM7341'
 DM7341'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-43 AND
 DM7341'M-37 IN HASTINGS, GO WEST ON STATE HIGHWAY M-37 FOR 0.3 MI (0.5 KM) TO
 DM7341'THE INTERSECTION OF MARKET STREET.  TURN LEFT AND GO SOUTH ON MARKET
 DM7341'STREET FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF CLINTON STREET.
 DM7341'TURN RIGHT AND GO WESTERLY ON CLINTON STREET FOR 0.1 MI (0.2 KM) TO
 DM7341'THE INTERSECTION OF YOUNG STREET.  TURN LEFT AND GO SOUTHERLY ON YOUNG
 DM7341'STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT SET IN A
 DM7341'CONCRETE HEADWALL DIRECTLY ACROSS FROM THE ENTRANCE TO THE NEW INDOOR
 DM7341'SWIMMING POOL.
 DM7341'
 DM7341'THE STATION IS LOCATED 57.7 FT (17.6 M) NORTH OF THE NORTHEAST CORNER
 DM7341'OF THE NEW ADDITION TO THE HIGH SCHOOL, 22.5 FT (6.9 M) NORTH FROM THE
 DM7341'CENTER OF THE DRIVE AND 3.45 FT (1.1 M) SOUTH OF AN EAST/WEST FENCE
 DM7341'LINE SET IN THE TOP OF A CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7339 ***********************************************************************
 DM7339  DESIGNATION -  08468
 DM7339  PID         -  DM7339
 DM7339  STATE/COUNTY-  MI/BARRY
 DM7339  COUNTRY     -  US
 DM7339  USGS QUAD   -  HASTINGS (2017)
 DM7339
 DM7339                         *CURRENT SURVEY CONTROL
 DM7339  ______________________________________________________________________
 DM7339* NAD 83(1986) POSITION- 42 38 04.     (N) 085 17 06.     (W)   SCALED
 DM7339* NAVD 88 ORTHO HEIGHT -   248.699 (meters)      815.94  (feet) ADJUSTED
 DM7339  ______________________________________________________________________
 DM7339  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 DM7339  DYNAMIC HEIGHT  -        248.622 (meters)      815.69  (feet) COMP
 DM7339  MODELED GRAVITY -    980,308.1   (mgal)                       NAVD 88
 DM7339
 DM7339  VERT ORDER      -  SECOND    CLASS I
 DM7339
 DM7339.The horizontal coordinates were scaled from a map and have
 DM7339.an estimated accuracy of +/- 6 seconds.
 DM7339
 DM7339.The orthometric height was determined by differential leveling and
 DM7339.adjusted by the NATIONAL GEODETIC SURVEY
 DM7339.in August 2013.
 DM7339
 DM7339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7339.GEOID18 height accuracy estimate available here.
 DM7339
 DM7339.Click photographs - Photos may exist for this station.
 DM7339
 DM7339.The dynamic height is computed by dividing the NAVD 88
 DM7339.geopotential number by the normal gravity value computed on the
 DM7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7339.degrees latitude (g = 980.6199 gals.).
 DM7339
 DM7339.The modeled gravity was interpolated from observed gravity values.
 DM7339
 DM7339;                    North         East    Units  Estimated Accuracy
 DM7339;SPC MI S     -   126,420.    3,924,680.      MT  (+/- 180 meters Scaled)
 DM7339
 DM7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN406216(NAD 83)
 DM7339
 DM7339                          SUPERSEDED SURVEY CONTROL
 DM7339
 DM7339.No superseded survey control is available for this station.
 DM7339
 DM7339_MARKER: DD = SURVEY DISK
 DM7339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7339_SP_SET: CULVERT HEADWALL
 DM7339_STAMPING: 08468 2003
 DM7339_MARK LOGO: MIDT
 DM7339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7339+STABILITY: SURFACE MOTION
 DM7339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7339+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DM7339
 DM7339  HISTORY     - Date     Condition        Report By
 DM7339  HISTORY     - 20030507 MONUMENTED       MI-015
 DM7339  HISTORY     - 20050518 GOOD             MIDT
 DM7339
 DM7339                          STATION DESCRIPTION
 DM7339
 DM7339'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7339'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 20, T3N, R8W IN
 DM7339'THE CITY OF HASTINGS WHICH IS ABOUT 12 MI (19.3 KM) NORTHWEST OF
 DM7339'NASHVILLE, 10 MI (16.1 KM) NORTH OF DOWLING AND 9 MI (14.5 KM)
 DM7339'SOUTHWEST OF WOODLAND.
 DM7339'
 DM7339'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AVENUE (STATE
 DM7339'HIGHWAY M-37) AND STATE STREET IN HASTINGS.  GO SOUTHERLY ON BROADWAY
 DM7339'AVENUE (M-37) FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF GREEN STREET.
 DM7339'TURN LEFT AND GO EASTERLY ON GREEN STREET (M-37) FOR 0.4 MI (0.6 KM)
 DM7339'TO THE INTERSECTION OF HANOVER STREET (M-37).  TURN RIGHT AND GO
 DM7339'SOUTHERLY ON HANOVER STREET (M-37) FOR 1.0 MI (1.6 KM) TO THE STATION
 DM7339'ON THE RIGHT.
 DM7339'
 DM7339'THE STATION IS LOCATED 106.9 FT (32.6 M) WEST OF THE CENTER OF HANOVER
 DM7339'STREET (M-37), 74.5 FT (22.7 M) NORTH-NORTHWEST OF THE NORTHEAST
 DM7339'CORNER OF A SMALL CONCRETE BLOCK BUILDING, 74.1 FT (22.6 M)
 DM7339'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING AND 2.9 FT
 DM7339'(0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET IN THE TOP OF A
 DM7339'CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7340 ***********************************************************************
 DM7340  DESIGNATION -  08469
 DM7340  PID         -  DM7340
 DM7340  STATE/COUNTY-  MI/BARRY
 DM7340  COUNTRY     -  US
 DM7340  USGS QUAD   -  HASTINGS (2017)
 DM7340
 DM7340                         *CURRENT SURVEY CONTROL
 DM7340  ______________________________________________________________________
 DM7340* NAD 83(1986) POSITION- 42 38 33.     (N) 085 16 28.     (W)   SCALED
 DM7340* NAVD 88 ORTHO HEIGHT -   244.798 (meters)      803.14  (feet) ADJUSTED
 DM7340  ______________________________________________________________________
 DM7340  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 DM7340  DYNAMIC HEIGHT  -        244.723 (meters)      802.90  (feet) COMP
 DM7340  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 DM7340
 DM7340  VERT ORDER      -  SECOND    CLASS I
 DM7340
 DM7340.The horizontal coordinates were scaled from a map and have
 DM7340.an estimated accuracy of +/- 6 seconds.
 DM7340
 DM7340.The orthometric height was determined by differential leveling and
 DM7340.adjusted by the NATIONAL GEODETIC SURVEY
 DM7340.in August 2013.
 DM7340
 DM7340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7340.GEOID18 height accuracy estimate available here.
 DM7340
 DM7340.Click photographs - Photos may exist for this station.
 DM7340
 DM7340.The dynamic height is computed by dividing the NAVD 88
 DM7340.geopotential number by the normal gravity value computed on the
 DM7340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7340.degrees latitude (g = 980.6199 gals.).
 DM7340
 DM7340.The modeled gravity was interpolated from observed gravity values.
 DM7340
 DM7340;                    North         East    Units  Estimated Accuracy
 DM7340;SPC MI S     -   127,310.    3,925,560.      MT  (+/- 180 meters Scaled)
 DM7340
 DM7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN414225(NAD 83)
 DM7340
 DM7340                          SUPERSEDED SURVEY CONTROL
 DM7340
 DM7340.No superseded survey control is available for this station.
 DM7340
 DM7340_MARKER: DD = SURVEY DISK
 DM7340_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7340_SP_SET: RETAINING WALL
 DM7340_STAMPING: 08469 2003
 DM7340_MARK LOGO: MIDT
 DM7340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7340
 DM7340  HISTORY     - Date     Condition        Report By
 DM7340  HISTORY     - 20030510 MONUMENTED       MI-015
 DM7340  HISTORY     - 20050518 GOOD             MIDT
 DM7340
 DM7340                          STATION DESCRIPTION
 DM7340
 DM7340'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7340'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 17, T3N, R8W IN
 DM7340'THE CITY OF HASTINGS WHICH IS ABOUT 12 MI (19.31 KM) NORTHWEST OF
 DM7340'NASHVILLE, 10 MI (16.09 KM) NORTH OF DOWLING AND 9 MI (14.48 KM)
 DM7340'SOUTHWEST OF WOODLAND.
 DM7340'
 DM7340'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AVENUE (STATE
 DM7340'HIGHWAY M-37) AND STATE STREET IN HASTINGS.  GO EASTERLY, THEN
 DM7340'SOUTHERLY ON STATE STREET FOR 1.0 MI (1.61 KM) TO CLINTON STREET ON
 DM7340'THE RIGHT, CONTINUE SOUTHERLY ON STATE STREET FOR 0.1 MI (0.16 KM) TO
 DM7340'THE FIRST ENTRANCE OF THE HASTINGS INCUBATOR, TURN LEFT AND GO ABOUT
 DM7340'300 FT (91.4 M) TO THE STATION SET IN THE NORTHWEST CORNER OF A
 DM7340'CONCRETE RETAINING WALL.
 DM7340'
 DM7340'THE STATION IS LOCATED 13.1 M (43.0 FT) NORTHEAST OF THE SOUTHWEST
 DM7340'CORNER OF THE BUILDING, 8.4 M (27.6 FT) SOUTHWEST OF THE ENTRANCE DOOR
 DM7340'AT LOADING DOCK AND 0.5 M (1.6 FT) EAST OF THE ANGLE OF A RETAINING
 DM7340'WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7343 ***********************************************************************
 DM7343  DESIGNATION -  08470
 DM7343  PID         -  DM7343
 DM7343  STATE/COUNTY-  MI/BARRY
 DM7343  COUNTRY     -  US
 DM7343  USGS QUAD   -  HASTINGS (2017)
 DM7343
 DM7343                         *CURRENT SURVEY CONTROL
 DM7343  ______________________________________________________________________
 DM7343* NAD 83(1986) POSITION- 42 39 02.     (N) 085 17 10.     (W)   SCALED
 DM7343* NAVD 88 ORTHO HEIGHT -   239.169 (meters)      784.67  (feet) ADJUSTED
 DM7343  ______________________________________________________________________
 DM7343  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 DM7343  DYNAMIC HEIGHT  -        239.096 (meters)      784.43  (feet) COMP
 DM7343  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 DM7343
 DM7343  VERT ORDER      -  SECOND    CLASS I
 DM7343
 DM7343.The horizontal coordinates were scaled from a map and have
 DM7343.an estimated accuracy of +/- 6 seconds.
 DM7343
 DM7343.The orthometric height was determined by differential leveling and
 DM7343.adjusted by the NATIONAL GEODETIC SURVEY
 DM7343.in August 2013.
 DM7343
 DM7343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7343.GEOID18 height accuracy estimate available here.
 DM7343
 DM7343.Click photographs - Photos may exist for this station.
 DM7343
 DM7343.The dynamic height is computed by dividing the NAVD 88
 DM7343.geopotential number by the normal gravity value computed on the
 DM7343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7343.degrees latitude (g = 980.6199 gals.).
 DM7343
 DM7343.The modeled gravity was interpolated from observed gravity values.
 DM7343
 DM7343;                    North         East    Units  Estimated Accuracy
 DM7343;SPC MI S     -   128,210.    3,924,610.      MT  (+/- 180 meters Scaled)
 DM7343
 DM7343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN404234(NAD 83)
 DM7343
 DM7343                          SUPERSEDED SURVEY CONTROL
 DM7343
 DM7343.No superseded survey control is available for this station.
 DM7343
 DM7343_MARKER: DD = SURVEY DISK
 DM7343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7343_SP_SET: BRIDGE ABUTMENT
 DM7343_STAMPING: 08470 2003
 DM7343_MARK LOGO: MIDT
 DM7343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7343
 DM7343  HISTORY     - Date     Condition        Report By
 DM7343  HISTORY     - 20030716 MONUMENTED       MI-015
 DM7343  HISTORY     - 20050518 GOOD             MIDT
 DM7343
 DM7343                          STATION DESCRIPTION
 DM7343
 DM7343'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7343'THE STATION IS LOCATED IN THE NORTHEAST 1/4 SECTION 17, T3N, R8W IN
 DM7343'THE CITY OF HASTINGS WHICH IS ABOUT 12 MI (19.3 KM) NORTHWEST OF
 DM7343'NASHVILLE, 10 MI (16.1 KM) NORTH OF DOWLING AND 9 MI (14.5 KM)
 DM7343'SOUTHWEST OF WOODLAND.
 DM7343'
 DM7343'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7343'STREET IN HASTINGS, GO EAST ON STATE STREET FOR 0.4 MI (0.6 KM) TO THE
 DM7343'INTERSECTION WITH MICHIGAN AVENUE.  TURN LEFT AND GO NORTH ON MICHIGAN
 DM7343'AVENUE FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH MILLING STREET ON
 DM7343'THE RIGHT JUST AFTER CROSSING THE THORNAPPLE RIVER.  TURN RIGHT AND GO
 DM7343'EAST ON MILLING STREET FOR ABOUT 100 FT (30.5 M) TO THE STATION ON THE
 DM7343'RIGHT.
 DM7343'
 DM7343'THE STATION IS LOCATED 98.7 FT (30.1 M) EAST OF THE CENTER OF MICHIGAN
 DM7343'AVENUE, 23.3 FT (7.1 M) SOUTH OF THE CENTER OF MILLING STREET AND 2.9
 DM7343'FT (0.9 M) SOUTH OF THE APPROXIMATE CENTER OF CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7344 ***********************************************************************
 DM7344  DESIGNATION -  08471
 DM7344  PID         -  DM7344
 DM7344  STATE/COUNTY-  MI/BARRY
 DM7344  COUNTRY     -  US
 DM7344  USGS QUAD   -  HASTINGS (2017)
 DM7344
 DM7344                         *CURRENT SURVEY CONTROL
 DM7344  ______________________________________________________________________
 DM7344* NAD 83(1986) POSITION- 42 39 24.     (N) 085 16 55.     (W)   SCALED
 DM7344* NAVD 88 ORTHO HEIGHT -   250.765 (meters)      822.72  (feet) ADJUSTED
 DM7344  ______________________________________________________________________
 DM7344  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 DM7344  DYNAMIC HEIGHT  -        250.689 (meters)      822.47  (feet) COMP
 DM7344  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 DM7344
 DM7344  VERT ORDER      -  SECOND    CLASS I
 DM7344
 DM7344.The horizontal coordinates were scaled from a map and have
 DM7344.an estimated accuracy of +/- 6 seconds.
 DM7344
 DM7344.The orthometric height was determined by differential leveling and
 DM7344.adjusted by the NATIONAL GEODETIC SURVEY
 DM7344.in August 2013.
 DM7344
 DM7344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7344.GEOID18 height accuracy estimate available here.
 DM7344
 DM7344.Click photographs - Photos may exist for this station.
 DM7344
 DM7344.The dynamic height is computed by dividing the NAVD 88
 DM7344.geopotential number by the normal gravity value computed on the
 DM7344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7344.degrees latitude (g = 980.6199 gals.).
 DM7344
 DM7344.The modeled gravity was interpolated from observed gravity values.
 DM7344
 DM7344;                    North         East    Units  Estimated Accuracy
 DM7344;SPC MI S     -   128,890.    3,924,960.      MT  (+/- 180 meters Scaled)
 DM7344
 DM7344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN408241(NAD 83)
 DM7344
 DM7344                          SUPERSEDED SURVEY CONTROL
 DM7344
 DM7344.No superseded survey control is available for this station.
 DM7344
 DM7344_MARKER: DD = SURVEY DISK
 DM7344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7344_SP_SET: RETAINING WALL
 DM7344_STAMPING: 08471 2003
 DM7344_MARK LOGO: MIDT
 DM7344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7344+STABILITY: SURFACE MOTION
 DM7344
 DM7344  HISTORY     - Date     Condition        Report By
 DM7344  HISTORY     - 20030716 MONUMENTED       MI-015
 DM7344  HISTORY     - 20050518 GOOD             MIDT
 DM7344
 DM7344                          STATION DESCRIPTION
 DM7344
 DM7344'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 DM7344'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 SECTION 8, T3N, R8W IN THE
 DM7344'CITY OF HASTINGS WHICH IS ABOUT 12 MI (19.3 KM) NORTHWEST OF
 DM7344'NASHVILLE, 10 MI (16.1 KM) NORTH OF DOWLING AND 9 MI (14.5 KM)
 DM7344'SOUTHWEST OF WOODLAND AND ON THE NORTH SIDE OF THE NORTHEASTERN
 DM7344'ELEMENTARY SCHOOL.   OWNERSHIP CITY OF HASTINGS, HASTINGS AREA SCHOOL
 DM7344'SYSTEM, MR. CARL A.  SCHOESSEL, SUPERINTENDENT, 232 WEST GRAND STREET,
 DM7344'HASTINGS MI, 49058.
 DM7344'
 DM7344'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND BROADWAY
 DM7344'AVENUE IN DOWNTOWN HASTINGS, GO EAST ON STATE STREET FOR 0.3 MI (0.5
 DM7344'KM) TO THE JUNCTION OF MICHIGAN AVENUE.  TURN LEFT AND GO NORTHERLY ON
 DM7344'MICHIGAN AVENUE FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF GRANT
 DM7344'STREET ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON GRANT STREET FOR
 DM7344'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT BEHIND THE NORTHEASTERN
 DM7344'ELEMENTARY SCHOOL.
 DM7344'
 DM7344'THE STATION IS LOCATED 57.3 FT (17.5 M) SOUTH OF THE SOUTHEAST CORNER
 DM7344'OF PLAYGROUND EQUIPMENT, 43.3 FT (13.2 M) NORTH-NORTHEAST OF THE
 DM7344'NORTHEAST CORNER OF THE WESTERN ADDITION OF THE SCHOOL, 27.5 FT (8.4
 DM7344'M) SOUTH-SOUTHWEST OF A METAL BENCH AND 21.4 FT (6.5 M) NORTHWEST OF
 DM7344'THE EASTERLY END OF RETAINING WALL AT THE HANDRAILS AND WALK LEADING
 DM7344'TO THE PLAYGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7378 ***********************************************************************
 DM7378  DESIGNATION -  08473
 DM7378  PID         -  DM7378
 DM7378  STATE/COUNTY-  MI/BARRY
 DM7378  COUNTRY     -  US
 DM7378  USGS QUAD   -  HASTINGS (2017)
 DM7378
 DM7378                         *CURRENT SURVEY CONTROL
 DM7378  ______________________________________________________________________
 DM7378* NAD 83(1986) POSITION- 42 42 46.     (N) 085 17 38.     (W)   SCALED
 DM7378* NAVD 88 ORTHO HEIGHT -   255.213 (meters)      837.31  (feet) ADJUSTED
 DM7378  ______________________________________________________________________
 DM7378  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 DM7378  DYNAMIC HEIGHT  -        255.137 (meters)      837.06  (feet) COMP
 DM7378  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 DM7378
 DM7378  VERT ORDER      -  SECOND    CLASS I
 DM7378
 DM7378.The horizontal coordinates were scaled from a map and have
 DM7378.an estimated accuracy of +/- 6 seconds.
 DM7378
 DM7378.The orthometric height was determined by differential leveling and
 DM7378.adjusted by the NATIONAL GEODETIC SURVEY
 DM7378.in August 2013.
 DM7378
 DM7378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7378.GEOID18 height accuracy estimate available here.
 DM7378
 DM7378.Click photographs - Photos may exist for this station.
 DM7378
 DM7378.The dynamic height is computed by dividing the NAVD 88
 DM7378.geopotential number by the normal gravity value computed on the
 DM7378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7378.degrees latitude (g = 980.6199 gals.).
 DM7378
 DM7378.The modeled gravity was interpolated from observed gravity values.
 DM7378
 DM7378;                    North         East    Units  Estimated Accuracy
 DM7378;SPC MI S     -   135,130.    3,924,050.      MT  (+/- 180 meters Scaled)
 DM7378
 DM7378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN397303(NAD 83)
 DM7378
 DM7378                          SUPERSEDED SURVEY CONTROL
 DM7378
 DM7378.No superseded survey control is available for this station.
 DM7378
 DM7378_MARKER: DD = SURVEY DISK
 DM7378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7378_STAMPING: 08473 2003
 DM7378_MARK LOGO: MIDT
 DM7378_PROJECTION: FLUSH
 DM7378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7378+STABILITY: SURFACE MOTION
 DM7378
 DM7378  HISTORY     - Date     Condition        Report By
 DM7378  HISTORY     - 20030502 MONUMENTED       MI-015
 DM7378  HISTORY     - 20060518 GOOD             MIDT
 DM7378
 DM7378                          STATION DESCRIPTION
 DM7378
 DM7378'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7378'THE STATION IS LOCATED APPROXIMATELY 13.1 KM (8.14 MI) WEST OF
 DM7378'WOODLAND, 6.9 KM (4.29 MI) NORTH OF HASTINGS, AND 6.1 KM (3.79 MI)
 DM7378'SOUTH-SOUTHEAST OF FREEPORT.
 DM7378'
 DM7378'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND
 DM7378'M-43 IN HASTINGS, GO NORTH ON M-43 4.4 MI (7.08 KM) TO THE
 DM7378'INTERSECTION OF FURROW RD, TURN LEFT AND GO WEST ON FURROW RD 0.05
 DM7378'MILES.
 DM7378'
 DM7378'THE STATION IS LOCATED 31 M (101.7 FT) WEST OF THE CENTERLINE OF M-43,
 DM7378'22 M (72.2 FT) EAST OF A SBC UTILITY BOX, 11.3 M (37.1 FT) NORTH OF
 DM7378'THE CENTERLINE OF FURR0W RD AND 0.6 M (2.0 FT) EAST OF A CARSONITE
 DM7378'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7377 ***********************************************************************
 DM7377  DESIGNATION -  08474
 DM7377  PID         -  DM7377
 DM7377  STATE/COUNTY-  MI/BARRY
 DM7377  COUNTRY     -  US
 DM7377  USGS QUAD   -  HASTINGS (2017)
 DM7377
 DM7377                         *CURRENT SURVEY CONTROL
 DM7377  ______________________________________________________________________
 DM7377* NAD 83(1986) POSITION- 42 43 36.     (N) 085 17 06.     (W)   SCALED
 DM7377* NAVD 88 ORTHO HEIGHT -   260.596 (meters)      854.97  (feet) ADJUSTED
 DM7377  ______________________________________________________________________
 DM7377  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DM7377  DYNAMIC HEIGHT  -        260.518 (meters)      854.72  (feet) COMP
 DM7377  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DM7377
 DM7377  VERT ORDER      -  SECOND    CLASS I
 DM7377
 DM7377.The horizontal coordinates were scaled from a map and have
 DM7377.an estimated accuracy of +/- 6 seconds.
 DM7377
 DM7377.The orthometric height was determined by differential leveling and
 DM7377.adjusted by the NATIONAL GEODETIC SURVEY
 DM7377.in August 2013.
 DM7377
 DM7377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7377.GEOID18 height accuracy estimate available here.
 DM7377
 DM7377.Click photographs - Photos may exist for this station.
 DM7377
 DM7377.The dynamic height is computed by dividing the NAVD 88
 DM7377.geopotential number by the normal gravity value computed on the
 DM7377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7377.degrees latitude (g = 980.6199 gals.).
 DM7377
 DM7377.The modeled gravity was interpolated from observed gravity values.
 DM7377
 DM7377;                    North         East    Units  Estimated Accuracy
 DM7377;SPC MI S     -   136,670.    3,924,800.      MT  (+/- 180 meters Scaled)
 DM7377
 DM7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN404318(NAD 83)
 DM7377
 DM7377                          SUPERSEDED SURVEY CONTROL
 DM7377
 DM7377.No superseded survey control is available for this station.
 DM7377
 DM7377_MARKER: DD = SURVEY DISK
 DM7377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7377_STAMPING: 08474 2003
 DM7377_MARK LOGO: MIDT
 DM7377_PROJECTION: FLUSH
 DM7377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7377+STABILITY: SURFACE MOTION
 DM7377
 DM7377  HISTORY     - Date     Condition        Report By
 DM7377  HISTORY     - 20030502 MONUMENTED       MI-015
 DM7377  HISTORY     - 20060518 GOOD             MIDT
 DM7377
 DM7377                          STATION DESCRIPTION
 DM7377
 DM7377'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7377'THE STATION IS LOCATED APPROXIMATELY 12.3 KM (7.64 MI) WEST OF
 DM7377'WOODLAND, 8.5 KM (5.28 MI) NORTH OF HASTINGS, 5.0 KM (3.11 MI) SOUTH
 DM7377'SOUTHEAST FROM FREEPORT.
 DM7377'
 DM7377'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND
 DM7377'M-43 IN HASTINGS, GO NORTH ON M-43 5.4 MI (8.69 KM) TO THE
 DM7377'INTERSECTION OF CARLTON CENTER, TURN LEFT AND GO NORTH ON CARLTON
 DM7377'CENTER ROAD FOR 0.05 MI (0.08 KM).
 DM7377'
 DM7377'THE STATION IS LOCATED 40 M (131.2 FT) WEST OF THE CENTERLINE OF
 DM7377'CARLTON CENTER ROAD, 10.9 M (35.8 FT) NORTH OF THE CENTERLINE OF M-43,
 DM7377'7 M (23.0 FT) SOUTH OF A 4 INCH (10 CM) SQUARE CONCRETE POST LABELED
 DM7377'R-W, AND 1.2 M (3.9 FT) WEST OF A CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7376 ***********************************************************************
 DM7376  DESIGNATION -  08475
 DM7376  PID         -  DM7376
 DM7376  STATE/COUNTY-  MI/BARRY
 DM7376  COUNTRY     -  US
 DM7376  USGS QUAD   -  HASTINGS (2017)
 DM7376
 DM7376                         *CURRENT SURVEY CONTROL
 DM7376  ______________________________________________________________________
 DM7376* NAD 83(1986) POSITION- 42 43 35.     (N) 085 15 22.     (W)   SCALED
 DM7376* NAVD 88 ORTHO HEIGHT -   247.432 (meters)      811.78  (feet) ADJUSTED
 DM7376  ______________________________________________________________________
 DM7376  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 DM7376  DYNAMIC HEIGHT  -        247.358 (meters)      811.54  (feet) COMP
 DM7376  MODELED GRAVITY -    980,315.7   (mgal)                       NAVD 88
 DM7376
 DM7376  VERT ORDER      -  SECOND    CLASS I
 DM7376
 DM7376.The horizontal coordinates were scaled from a map and have
 DM7376.an estimated accuracy of +/- 6 seconds.
 DM7376
 DM7376.The orthometric height was determined by differential leveling and
 DM7376.adjusted by the NATIONAL GEODETIC SURVEY
 DM7376.in August 2013.
 DM7376
 DM7376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7376.GEOID18 height accuracy estimate available here.
 DM7376
 DM7376.Click photographs - Photos may exist for this station.
 DM7376
 DM7376.The dynamic height is computed by dividing the NAVD 88
 DM7376.geopotential number by the normal gravity value computed on the
 DM7376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7376.degrees latitude (g = 980.6199 gals.).
 DM7376
 DM7376.The modeled gravity was interpolated from observed gravity values.
 DM7376
 DM7376;                    North         East    Units  Estimated Accuracy
 DM7376;SPC MI S     -   136,610.    3,927,160.      MT  (+/- 180 meters Scaled)
 DM7376
 DM7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN427319(NAD 83)
 DM7376
 DM7376                          SUPERSEDED SURVEY CONTROL
 DM7376
 DM7376.No superseded survey control is available for this station.
 DM7376
 DM7376_MARKER: DD = SURVEY DISK
 DM7376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7376_STAMPING: 08475
 DM7376_MARK LOGO: MIDT
 DM7376_PROJECTION: FLUSH
 DM7376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7376+STABILITY: SURFACE MOTION
 DM7376
 DM7376  HISTORY     - Date     Condition        Report By
 DM7376  HISTORY     - 20010502 MONUMENTED       MI-015
 DM7376  HISTORY     - 20060518 GOOD             MIDT
 DM7376
 DM7376                          STATION DESCRIPTION
 DM7376
 DM7376'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 DM7376'THE STATION IS LOCATED APPROXIMATELY 9.91 KM (6.16 MI) WEST OF
 DM7376'WOODLAND, 9.01 KM (5.60 MI) NORTH-NORTHEAST OF HASTINGS AND 6.43 KM
 DM7376'(4.00 MI) SOUTHEAST OF FREEPORT.
 DM7376'
 DM7376'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND
 DM7376'M-43 IN HASTINGS, GO NORTH ON M-43 FOR 5.2 MI (8.4 KM) AND FOLLOW M-43
 DM7376'AS IT CURVES FOR 1.4 MI (2.3 KM) TO THE BRIDGE OVER COLDWATER RIVER
 DM7376'AND THE STATION ON THE RIGHT AT THE SOUTHEAST END OF THE BRIDGE.
 DM7376'
 DM7376'THE STATION IS LOCATED 50.2 M (164.7 FT) WEST OF THE END OF THE
 DM7376'SOUTHERN GUARDRAIL, 21 M (68.9 FT) EAST OF THE APPROXIMATE CENTER OF
 DM7376'THE COLDWATER RIVER, 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF M-43
 DM7376'AND 1 M (3.3 FT) SOUTH OF THE CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5124 ***********************************************************************
 DL5124  DESIGNATION -  09600
 DL5124  PID         -  DL5124
 DL5124  STATE/COUNTY-  MI/BAY
 DL5124  COUNTRY     -  US
 DL5124  USGS QUAD   -  BAY CITY (2017)
 DL5124
 DL5124                         *CURRENT SURVEY CONTROL
 DL5124  ______________________________________________________________________
 DL5124* NAD 83(1986) POSITION- 43 37 19.4    (N) 083 56 48.2    (W)   HD_HELD2
 DL5124* NAVD 88 ORTHO HEIGHT -   181.387 (meters)      595.10  (feet) ADJUSTED
 DL5124  ______________________________________________________________________
 DL5124  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 DL5124  DYNAMIC HEIGHT  -        181.352 (meters)      594.99  (feet) COMP
 DL5124  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DL5124
 DL5124  VERT ORDER      -  FIRST     CLASS II
 DL5124
 DL5124.The horizontal coordinates were established by autonomous hand held GPS
 DL5124.observations and have an estimated accuracy of +/- 10 meters.
 DL5124
 DL5124.The orthometric height was determined by differential leveling and
 DL5124.adjusted by the NATIONAL GEODETIC SURVEY
 DL5124.in October 2009.
 DL5124
 DL5124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5124.GEOID18 height accuracy estimate available here.
 DL5124
 DL5124.Click photographs - Photos may exist for this station.
 DL5124
 DL5124.The dynamic height is computed by dividing the NAVD 88
 DL5124.geopotential number by the normal gravity value computed on the
 DL5124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5124.degrees latitude (g = 980.6199 gals.).
 DL5124
 DL5124.The modeled gravity was interpolated from observed gravity values.
 DL5124
 DL5124;                    North         East    Units  Estimated Accuracy
 DL5124;SPC MI S     -   235,807.    4,033,895.      MT  (+/- 10 meters HH2 GPS)
 DL5124
 DL5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6224934116(NAD 83)
 DL5124
 DL5124                          SUPERSEDED SURVEY CONTROL
 DL5124
 DL5124.No superseded survey control is available for this station.
 DL5124
 DL5124_MARKER: DD = SURVEY DISK
 DL5124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5124_STAMPING: 09600 2007 HT MOD
 DL5124_MARK LOGO: MIDT
 DL5124_PROJECTION: FLUSH
 DL5124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5124+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DL5124
 DL5124  HISTORY     - Date     Condition        Report By
 DL5124  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5124  HISTORY     - 20101004 GOOD             WADTRI
 DL5124  HISTORY     - 20141205 GOOD             INDIV
 DL5124
 DL5124                          STATION DESCRIPTION
 DL5124
 DL5124'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5124'THE STATION IS LOCATED IN BAY COUNTY MI., MONITOR TOWNSHIP, 4 MI (6.4
 DL5124'KM) NORTHWEST OF BAY CITY, 6.5 MI (10.5 KM) NORTHEAST OF AUBURN, AND
 DL5124'2.0 MI (3.2 KM) SOUTH OF KAWKAWLIN.
 DL5124'
 DL5124'TO REACH THE STATION FROM THE INTERSECTION OF WILDER ROAD WITH M-13
 DL5124'CONNECTOR SOUTHBOUND ON RAMP GO SOUTH ON M-13 SOUTHBOUND ON RAMP FOR
 DL5124'660 FT (201.2 M) TO THE STATION ON THE RIGHT.
 DL5124'
 DL5124'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5124'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL5124'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5124'
 DL5124'THE STATION IS 277.8 FT (84.7 M) SOUTH OF A POWER POLE, 64.1 FT (19.5
 DL5124'M) SOUTHEAST OF A FENCE, 61.2 FT (18.7 M) NORTHEAST OF A POWER POLE,
 DL5124'11.8 FT (3.6 M) NORTHWEST OF THE WEST EDGE OF PAVEMENT TO M-13
 DL5124'CONNECTOR SOUTHBOUND ON RAMP AND 3.7 FT (1.1 M) EAST OF A CARSONITE
 DL5124'WITNESS POST.
 DL5124
 DL5124                          STATION RECOVERY (2010)
 DL5124
 DL5124'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2010 (NLG)
 DL5124'RECOVERED IN GOOD CONDITION
 DL5124
 DL5124                          STATION RECOVERY (2014)
 DL5124
 DL5124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL5124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5125 ***********************************************************************
 DL5125  DESIGNATION -  09601
 DL5125  PID         -  DL5125
 DL5125  STATE/COUNTY-  MI/BAY
 DL5125  COUNTRY     -  US
 DL5125  USGS QUAD   -  KAWKAWLIN (2017)
 DL5125
 DL5125                         *CURRENT SURVEY CONTROL
 DL5125  ______________________________________________________________________
 DL5125* NAD 83(1986) POSITION- 43 37 31.1    (N) 083 56 48.3    (W)   HD_HELD2
 DL5125* NAVD 88 ORTHO HEIGHT -   181.436 (meters)      595.26  (feet) ADJUSTED
 DL5125  ______________________________________________________________________
 DL5125  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 DL5125  DYNAMIC HEIGHT  -        181.401 (meters)      595.15  (feet) COMP
 DL5125  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 DL5125
 DL5125  VERT ORDER      -  FIRST     CLASS II
 DL5125
 DL5125.The horizontal coordinates were established by autonomous hand held GPS
 DL5125.observations and have an estimated accuracy of +/- 10 meters.
 DL5125
 DL5125.The orthometric height was determined by differential leveling and
 DL5125.adjusted by the NATIONAL GEODETIC SURVEY
 DL5125.in October 2009.
 DL5125
 DL5125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5125.GEOID18 height accuracy estimate available here.
 DL5125
 DL5125.Click photographs - Photos may exist for this station.
 DL5125
 DL5125.The dynamic height is computed by dividing the NAVD 88
 DL5125.geopotential number by the normal gravity value computed on the
 DL5125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5125.degrees latitude (g = 980.6199 gals.).
 DL5125
 DL5125.The modeled gravity was interpolated from observed gravity values.
 DL5125
 DL5125;                    North         East    Units  Estimated Accuracy
 DL5125;SPC MI S     -   236,168.    4,033,891.      MT  (+/- 10 meters HH2 GPS)
 DL5125
 DL5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6226034477(NAD 83)
 DL5125
 DL5125                          SUPERSEDED SURVEY CONTROL
 DL5125
 DL5125.No superseded survey control is available for this station.
 DL5125
 DL5125_MARKER: DD = SURVEY DISK
 DL5125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5125_STAMPING: 09601 2007 HT MOD
 DL5125_MARK LOGO: MIDT
 DL5125_PROJECTION: FLUSH
 DL5125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5125+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DL5125
 DL5125  HISTORY     - Date     Condition        Report By
 DL5125  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5125  HISTORY     - 20101004 GOOD             WADTRI
 DL5125  HISTORY     - 20141205 GOOD             INDIV
 DL5125
 DL5125                          STATION DESCRIPTION
 DL5125
 DL5125'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5125'THE STATION IS LOCATED IN BAY COUNTY MI., MONITOR TOWNSHIP, 4 MI (6.4
 DL5125'KM) NORTHWEST OF BAY CITY, 6.5 MI (10.5 KM) NORTHEAST OF AUBURN, AND
 DL5125'2.0 MI (3.2 KM) SOUTH OF KAWKAWLIN.
 DL5125'
 DL5125'TO REACH THE STATION FROM THE INTERSECTION OF WILDER ROAD WITH M-13
 DL5125'CONNECTOR SOUTHBOUND EXIT RAMP GO SOUTH ON M-13 SOUTHBOUND EXIT RAMP
 DL5125'FOR 400 FT (121.9 M) TO THE STATION ON THE LEFT.
 DL5125'
 DL5125'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5125'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL5125'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5125'
 DL5125'THE STATION IS 154.2 FT (47.0 M) NORTH OF THE WEST POST TO A MIDT BAY
 DL5125'CITY TSC-- SIGN, 79.0 FT (24.1 M) NORTHWEST OF WEST EDGE OF PAVEMENT
 DL5125'OF THE SOUTHBOUND EXIT RAMP OF M-13, 46.2 FT (14.1 M) SOUTHWEST OF A
 DL5125'POWER POLE, 14.7 FT (4.5 M) SOUTHEAST OF A FENCE AND 3.8 FT (1.2 M)
 DL5125'SOUTHEAST OF A CARSONITE WITNESS POST.
 DL5125
 DL5125                          STATION RECOVERY (2010)
 DL5125
 DL5125'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2010 (NLG)
 DL5125'RECOVERED IN GOOD CONDITION
 DL5125
 DL5125                          STATION RECOVERY (2014)
 DL5125
 DL5125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL5125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5126 ***********************************************************************
 DL5126  DESIGNATION -  09602
 DL5126  PID         -  DL5126
 DL5126  STATE/COUNTY-  MI/BAY
 DL5126  COUNTRY     -  US
 DL5126  USGS QUAD   -  KAWKAWLIN (2017)
 DL5126
 DL5126                         *CURRENT SURVEY CONTROL
 DL5126  ______________________________________________________________________
 DL5126* NAD 83(1986) POSITION- 43 37 50.3    (N) 083 56 31.8    (W)   HD_HELD2
 DL5126* NAVD 88 ORTHO HEIGHT -   179.743 (meters)      589.71  (feet) ADJUSTED
 DL5126  ______________________________________________________________________
 DL5126  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 DL5126  DYNAMIC HEIGHT  -        179.708 (meters)      589.59  (feet) COMP
 DL5126  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL5126
 DL5126  VERT ORDER      -  FIRST     CLASS II
 DL5126
 DL5126.The horizontal coordinates were established by autonomous hand held GPS
 DL5126.observations and have an estimated accuracy of +/- 10 meters.
 DL5126
 DL5126.The orthometric height was determined by differential leveling and
 DL5126.adjusted by the NATIONAL GEODETIC SURVEY
 DL5126.in October 2009.
 DL5126
 DL5126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5126.GEOID18 height accuracy estimate available here.
 DL5126
 DL5126.Click photographs - Photos may exist for this station.
 DL5126
 DL5126.The dynamic height is computed by dividing the NAVD 88
 DL5126.geopotential number by the normal gravity value computed on the
 DL5126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5126.degrees latitude (g = 980.6199 gals.).
 DL5126
 DL5126.The modeled gravity was interpolated from observed gravity values.
 DL5126
 DL5126;                    North         East    Units  Estimated Accuracy
 DL5126;SPC MI S     -   236,762.    4,034,258.      MT  (+/- 10 meters HH2 GPS)
 DL5126
 DL5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6265035056(NAD 83)
 DL5126
 DL5126                          SUPERSEDED SURVEY CONTROL
 DL5126
 DL5126.No superseded survey control is available for this station.
 DL5126
 DL5126_MARKER: DD = SURVEY DISK
 DL5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5126_STAMPING: 09602 2007 HT MOD
 DL5126_MARK LOGO: MIDT
 DL5126_PROJECTION: FLUSH
 DL5126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5126+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DL5126
 DL5126  HISTORY     - Date     Condition        Report By
 DL5126  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5126
 DL5126                          STATION DESCRIPTION
 DL5126
 DL5126'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5126'THE STATION IS LOCATED IN BAY COUNTY MI., MONITOR TOWNSHIP ABOUT 4 MI
 DL5126'(6.4 KM) NORTHEAST OF BAY CITY, 6.8 MI (10.9 KM) NORTHEAST OF AUBURN
 DL5126'MI, AND 1.5 MI (2.4 KM) SOUTH OF KAWKAWLIN MI.
 DL5126'
 DL5126'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHBOUND M-13
 DL5126'CONNECTOR WITH WHEELER ROAD GO SOUTH ON M-13 SOUTHBOUND FOR 0.54 MI
 DL5126'(0.9 KM) AND THE STATION ON THE RIGHT.
 DL5126'
 DL5126'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5126'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL5126'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5126'
 DL5126'THE STATION IS 121.5 FT (37.0 M) SOUTH OF A 24 INCH (61 CM) ASH TREE,
 DL5126'54.1 FT (16.5 M) NORTHEAST OF THE EAST POST OF A --WILDER RD-- SIGN,
 DL5126'44.3 FT (13.5 M) EAST OF A FENCE, 16.0 FT (4.9 M) WEST OF THE WEST
 DL5126'EDGE OF PAVEMENT OF SOUTHBOUND M-13 CONNECTOR, 3.75 FT (1.1 M) EAST OF
 DL5126'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5127 ***********************************************************************
 DL5127  DESIGNATION -  09603
 DL5127  PID         -  DL5127
 DL5127  STATE/COUNTY-  MI/BAY
 DL5127  COUNTRY     -  US
 DL5127  USGS QUAD   -  KAWKAWLIN (2017)
 DL5127
 DL5127                         *CURRENT SURVEY CONTROL
 DL5127  ______________________________________________________________________
 DL5127* NAD 83(1986) POSITION- 43 38 25.12   (N) 083 56 30.50   (W)   HD_HELD1
 DL5127* NAVD 88 ORTHO HEIGHT -   180.063 (meters)      590.76  (feet) ADJUSTED
 DL5127  ______________________________________________________________________
 DL5127  GEOID HEIGHT    -        -34.580 (meters)                     GEOID18
 DL5127  DYNAMIC HEIGHT  -        180.028 (meters)      590.64  (feet) COMP
 DL5127  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 DL5127
 DL5127  VERT ORDER      -  FIRST     CLASS II
 DL5127
 DL5127.The horizontal coordinates were determined by differentially corrected
 DL5127.hand held GPS observations or other comparable positioning techniques
 DL5127.and have an estimated accuracy of +/- 3 meters.
 DL5127
 DL5127.The orthometric height was determined by differential leveling and
 DL5127.adjusted by the NATIONAL GEODETIC SURVEY
 DL5127.in October 2009.
 DL5127
 DL5127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5127.GEOID18 height accuracy estimate available here.
 DL5127
 DL5127.Click photographs - Photos may exist for this station.
 DL5127
 DL5127.The dynamic height is computed by dividing the NAVD 88
 DL5127.geopotential number by the normal gravity value computed on the
 DL5127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5127.degrees latitude (g = 980.6199 gals.).
 DL5127
 DL5127.The modeled gravity was interpolated from observed gravity values.
 DL5127
 DL5127;                    North         East    Units  Estimated Accuracy
 DL5127;SPC MI S     -   237,836.8   4,034,281.3     MT  (+/- 3 meters HH1 GPS) 
 DL5127
 DL5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6271836130(NAD 83)
 DL5127
 DL5127                          SUPERSEDED SURVEY CONTROL
 DL5127
 DL5127.No superseded survey control is available for this station.
 DL5127
 DL5127_MARKER: DD = SURVEY DISK
 DL5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5127_STAMPING: HT MOD 09603 2007
 DL5127_MARK LOGO: MIDT
 DL5127_PROJECTION: FLUSH
 DL5127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5127+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2025
 DL5127
 DL5127  HISTORY     - Date     Condition        Report By
 DL5127  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5127  HISTORY     - 20250208 GOOD             ADVGEO
 DL5127
 DL5127                          STATION DESCRIPTION
 DL5127
 DL5127'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5127'THE STATION IS LOCATED IN BAY COUNTY MI., MONITOR TOWNSHIP ABOUT 4 MI
 DL5127'(6.4 KM) NORTHEAST OF BAY CITY, 7 MI (11.3 KM) NORTHEAST OF AUBURN MI,
 DL5127'AND 1 MI (1.6 KM) SOUTH OF KAWKAWLIN MI.
 DL5127'
 DL5127'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHBOUND M-13
 DL5127'CONNECTOR WITH GROVE STREET, IN KAWKAWLIN, GO SOUTH ON M-13 SOUTHBOUND
 DL5127'FOR 0.80 MI (1.3 KM) AND THE STATION ON THE RIGHT.
 DL5127'
 DL5127'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5127'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL5127'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5127'
 DL5127'THE STATION IS 244.5 FT (74.5 M) NORTH OF THE NORTH END OF A GUARD
 DL5127'RAIL, 45.6 FT (13.9 M) EAST OF A FENCE, 17.5 FT (5.3 M) WEST OF THE
 DL5127'WEST EDGE OF PAVEMENT FOR SOUTHBOUND M-13 CONNECTOR, 3.4 FT (1.0 M)
 DL5127'EAST OF A CARSONITE WITNESS POST.
 DL5127
 DL5127                          STATION RECOVERY (2025)
 DL5127
 DL5127'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (ACF)
 DL5127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4940 ***********************************************************************
 DL4940  DESIGNATION -  09604
 DL4940  PID         -  DL4940
 DL4940  STATE/COUNTY-  MI/BAY
 DL4940  COUNTRY     -  US
 DL4940  USGS QUAD   -  BAY CITY (2017)
 DL4940
 DL4940                         *CURRENT SURVEY CONTROL
 DL4940  ______________________________________________________________________
 DL4940* NAD 83(1986) POSITION- 43 36 33.60   (N) 083 56 50.41   (W)   HD_HELD1
 DL4940* NAVD 88 ORTHO HEIGHT -   189.469 (meters)      621.62  (feet) ADJUSTED
 DL4940  ______________________________________________________________________
 DL4940  GEOID HEIGHT    -        -34.533 (meters)                     GEOID18
 DL4940  DYNAMIC HEIGHT  -        189.433 (meters)      621.50  (feet) COMP
 DL4940  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 DL4940
 DL4940  VERT ORDER      -  FIRST     CLASS II
 DL4940
 DL4940.The horizontal coordinates were determined by differentially corrected
 DL4940.hand held GPS observations or other comparable positioning techniques
 DL4940.and have an estimated accuracy of +/- 3 meters.
 DL4940
 DL4940.The orthometric height was determined by differential leveling and
 DL4940.adjusted by the NATIONAL GEODETIC SURVEY
 DL4940.in October 2009.
 DL4940
 DL4940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4940.GEOID18 height accuracy estimate available here.
 DL4940
 DL4940.Click photographs - Photos may exist for this station.
 DL4940
 DL4940.The dynamic height is computed by dividing the NAVD 88
 DL4940.geopotential number by the normal gravity value computed on the
 DL4940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4940.degrees latitude (g = 980.6199 gals.).
 DL4940
 DL4940.The modeled gravity was interpolated from observed gravity values.
 DL4940
 DL4940;                    North         East    Units  Estimated Accuracy
 DL4940;SPC MI S     -   234,392.8   4,033,852.2     MT  (+/- 3 meters HH1 GPS) 
 DL4940
 DL4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6214932705(NAD 83)
 DL4940
 DL4940                          SUPERSEDED SURVEY CONTROL
 DL4940
 DL4940.No superseded survey control is available for this station.
 DL4940
 DL4940_MARKER: DD = SURVEY DISK
 DL4940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4940_SP_SET: BRIDGE ABUTMENT
 DL4940_STAMPING: 09604 2008
 DL4940_MARK LOGO: MIDT
 DL4940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4940+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2019
 DL4940
 DL4940  HISTORY     - Date     Condition        Report By
 DL4940  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4940  HISTORY     - 20141205 GOOD             INDIV
 DL4940  HISTORY     - 20191215 GOOD             SPICE
 DL4940
 DL4940                          STATION DESCRIPTION
 DL4940
 DL4940'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4940'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4940'INTERSTATE HIGHWAY 75 WITH NORTH UNION ROAD (BRIDGE --S02-09035--),
 DL4940'LOCATED APPROXIMATELY 3.0 MI (4.8 KM) WEST OF THE CITY OF BAY CITY,
 DL4940'MI.
 DL4940'
 DL4940'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH US
 DL4940'HIGHWAY 10, 2 MI (3.2 KM) WEST OF BAY CITY, GO NORTH ON US HIGHWAY 75
 DL4940'FOR FOR 1 MI (1.6 KM) TO NORTH UNION ROAD AND THE STATION ON THE
 DL4940'RIGHT.
 DL4940'
 DL4940'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4940'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE EAST ABUTMENT.
 DL4940'
 DL4940'THE STATION IS 3 FT (0.9 M) SOUTH OF EDGE OF CURB OF NORTH UNION ROAD.
 DL4940
 DL4940                          STATION RECOVERY (2014)
 DL4940
 DL4940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL4940'RECOVERED IN GOOD CONDITION.
 DL4940
 DL4940                          STATION RECOVERY (2019)
 DL4940
 DL4940'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (EB)
 DL4940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4939 ***********************************************************************
 DL4939  DESIGNATION -  09605
 DL4939  PID         -  DL4939
 DL4939  STATE/COUNTY-  MI/BAY
 DL4939  COUNTRY     -  US
 DL4939  USGS QUAD   -  BAY CITY (2017)
 DL4939
 DL4939                         *CURRENT SURVEY CONTROL
 DL4939  ______________________________________________________________________
 DL4939* NAD 83(1986) POSITION- 43 36 36.35   (N) 083 59 04.23   (W)   HD_HELD1
 DL4939* NAVD 88 ORTHO HEIGHT -   181.753 (meters)      596.30  (feet) ADJUSTED
 DL4939  ______________________________________________________________________
 DL4939  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 DL4939  DYNAMIC HEIGHT  -        181.718 (meters)      596.19  (feet) COMP
 DL4939  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL4939
 DL4939  VERT ORDER      -  FIRST     CLASS II
 DL4939
 DL4939.The horizontal coordinates were determined by differentially corrected
 DL4939.hand held GPS observations or other comparable positioning techniques
 DL4939.and have an estimated accuracy of +/- 3 meters.
 DL4939
 DL4939.The orthometric height was determined by differential leveling and
 DL4939.adjusted by the NATIONAL GEODETIC SURVEY
 DL4939.in October 2009.
 DL4939
 DL4939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4939.GEOID18 height accuracy estimate available here.
 DL4939
 DL4939.Click photographs - Photos may exist for this station.
 DL4939
 DL4939.The dynamic height is computed by dividing the NAVD 88
 DL4939.geopotential number by the normal gravity value computed on the
 DL4939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4939.degrees latitude (g = 980.6199 gals.).
 DL4939
 DL4939.The modeled gravity was interpolated from observed gravity values.
 DL4939
 DL4939;                    North         East    Units  Estimated Accuracy
 DL4939;SPC MI S     -   234,463.4   4,030,851.0     MT  (+/- 3 meters HH1 GPS) 
 DL4939
 DL4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ5915232897(NAD 83)
 DL4939
 DL4939                          SUPERSEDED SURVEY CONTROL
 DL4939
 DL4939.No superseded survey control is available for this station.
 DL4939
 DL4939_MARKER: DD = SURVEY DISK
 DL4939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4939_STAMPING: 09605 2008
 DL4939_MARK LOGO: MIDT
 DL4939_PROJECTION: FLUSH
 DL4939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4939+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2019
 DL4939
 DL4939  HISTORY     - Date     Condition        Report By
 DL4939  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4939  HISTORY     - 20191215 GOOD             SPICE
 DL4939
 DL4939                          STATION DESCRIPTION
 DL4939
 DL4939'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4939'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-NORTHWEST OF BAY
 DL4939'CITY, 4.3 MI (6.9 KM) EAST OF AUBURN AND 3.6 MI (5.8 KM) SOUTHWEST OF
 DL4939'KAWKAWLIN.
 DL4939'
 DL4939'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH MACKINAW
 DL4939'ROAD, LOCATED APPROXIMATELY 5 MI (8.0 KM) WEST OF THE CITY OF BAY
 DL4939'CITY, MI, GO NORTH ON MACKINAW ROAD FOR 1.0 MI (1.6 KM) TO NORTH UNION
 DL4939'ROAD, TURN RIGHT AND GO EAST ON NORTH UNION ROAD FOR 0.35 MI (0.6 KM)
 DL4939'TO THE STATION ON THE LEFT.
 DL4939'
 DL4939'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4939'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4939'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4939'
 DL4939'THE STATION IS 76 FT (23.2 M) NORTH-NORTHWEST OF A FIRE HYDRANT, 13 FT
 DL4939'(4.0 M) NORTH OF EDGE OF PAVEMENT OF NORTH UNION ROAD, AND 1 FT (0.3
 DL4939'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4939
 DL4939                          STATION RECOVERY (2019)
 DL4939
 DL4939'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (EB)
 DL4939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4938 ***********************************************************************
 DL4938  DESIGNATION -  09606
 DL4938  PID         -  DL4938
 DL4938  STATE/COUNTY-  MI/BAY
 DL4938  COUNTRY     -  US
 DL4938  USGS QUAD   -  AUBURN (2017)
 DL4938
 DL4938                         *CURRENT SURVEY CONTROL
 DL4938  ______________________________________________________________________
 DL4938* NAD 83(1986) POSITION- 43 36 38.18   (N) 084 01 16.50   (W)   HD_HELD1
 DL4938* NAVD 88 ORTHO HEIGHT -   183.708 (meters)      602.72  (feet) ADJUSTED
 DL4938  ______________________________________________________________________
 DL4938  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 DL4938  DYNAMIC HEIGHT  -        183.673 (meters)      602.60  (feet) COMP
 DL4938  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 DL4938
 DL4938  VERT ORDER      -  FIRST     CLASS II
 DL4938
 DL4938.The horizontal coordinates were determined by differentially corrected
 DL4938.hand held GPS observations or other comparable positioning techniques
 DL4938.and have an estimated accuracy of +/- 3 meters.
 DL4938
 DL4938.The orthometric height was determined by differential leveling and
 DL4938.adjusted by the NATIONAL GEODETIC SURVEY
 DL4938.in October 2009.
 DL4938
 DL4938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4938.GEOID18 height accuracy estimate available here.
 DL4938
 DL4938.Click photographs - Photos may exist for this station.
 DL4938
 DL4938.The dynamic height is computed by dividing the NAVD 88
 DL4938.geopotential number by the normal gravity value computed on the
 DL4938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4938.degrees latitude (g = 980.6199 gals.).
 DL4938
 DL4938.The modeled gravity was interpolated from observed gravity values.
 DL4938
 DL4938;                    North         East    Units  Estimated Accuracy
 DL4938;SPC MI S     -   234,507.1   4,027,884.7     MT  (+/- 3 meters HH1 GPS) 
 DL4938
 DL4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4038032937(NAD 83)
 DL4938
 DL4938                          SUPERSEDED SURVEY CONTROL
 DL4938
 DL4938.No superseded survey control is available for this station.
 DL4938
 DL4938_STAMPING: 09606 2008
 DL4938_MARK LOGO: MIDT
 DL4938_PROJECTION: FLUSH
 DL4938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4938+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DL4938
 DL4938  HISTORY     - Date     Condition        Report By
 DL4938  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4938  HISTORY     - 20191215 MARK NOT FOUND   SPICE
 DL4938
 DL4938                          STATION DESCRIPTION
 DL4938
 DL4938'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4938'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF WILLARD, 4.8
 DL4938'MI (7.7 KM) SOUTHWEST OF KAWKAWLIN AND 2.5 MI (4.0 KM) EAST-NORTHEAST
 DL4938'OF AUBURN.
 DL4938'
 DL4938'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH MACKINAW
 DL4938'ROAD, LOCATED APPROXIMATELY 5 MI (8.0 KM) WEST OF THE CITY OF BAY
 DL4938'CITY, MI, GO NORTH ON MACKINAW ROAD FOR 1.0 MI (1.6 KM) TO NORTH UNION
 DL4938'ROAD, TURN LEFT AND GO WEST ON NORTH UNION ROAD FOR 1.0 MI (1.6 KM) TO
 DL4938'FRASER ROAD, CONTINUE WEST ON NORTH UNION ROAD FOR 0.45 MI (0.7 KM) TO
 DL4938'THE STATION ON THE RIGHT.
 DL4938'
 DL4938'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4938'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4938'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4938'
 DL4938'THE STATION IS 106 FT (32.3 M) EAST OF THE CENTER OF A FIELD ENTRANCE,
 DL4938'10 FT (3.0 M) NORTH OF EDGE OF PAVEMENT OF NORTH UNION ROAD, AND 2.5
 DL4938'FT (0.8 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4938
 DL4938                          STATION RECOVERY (2019)
 DL4938
 DL4938'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (EB)
 DL4938'MARK WAS NOT FOUND.  APPEARS TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4936 ***********************************************************************
 DL4936  DESIGNATION -  09608
 DL4936  PID         -  DL4936
 DL4936  STATE/COUNTY-  MI/BAY
 DL4936  COUNTRY     -  US
 DL4936  USGS QUAD   -  AUBURN (2017)
 DL4936
 DL4936                         *CURRENT SURVEY CONTROL
 DL4936  ______________________________________________________________________
 DL4936* NAD 83(1986) POSITION- 43 36 11.50   (N) 084 03 23.97   (W)   HD_HELD1
 DL4936* NAVD 88 ORTHO HEIGHT -   186.082 (meters)      610.50  (feet) ADJUSTED
 DL4936  ______________________________________________________________________
 DL4936  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 DL4936  DYNAMIC HEIGHT  -        186.046 (meters)      610.39  (feet) COMP
 DL4936  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 DL4936
 DL4936  VERT ORDER      -  FIRST     CLASS II
 DL4936
 DL4936.The horizontal coordinates were determined by differentially corrected
 DL4936.hand held GPS observations or other comparable positioning techniques
 DL4936.and have an estimated accuracy of +/- 3 meters.
 DL4936
 DL4936.The orthometric height was determined by differential leveling and
 DL4936.adjusted by the NATIONAL GEODETIC SURVEY
 DL4936.in October 2009.
 DL4936
 DL4936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4936.GEOID18 height accuracy estimate available here.
 DL4936
 DL4936.Click photographs - Photos may exist for this station.
 DL4936
 DL4936.The dynamic height is computed by dividing the NAVD 88
 DL4936.geopotential number by the normal gravity value computed on the
 DL4936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4936.degrees latitude (g = 980.6199 gals.).
 DL4936
 DL4936.The modeled gravity was interpolated from observed gravity values.
 DL4936
 DL4936;                    North         East    Units  Estimated Accuracy
 DL4936;SPC MI S     -   233,672.5   4,025,029.3     MT  (+/- 3 meters HH1 GPS) 
 DL4936
 DL4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3755232012(NAD 83)
 DL4936
 DL4936                          SUPERSEDED SURVEY CONTROL
 DL4936
 DL4936.No superseded survey control is available for this station.
 DL4936
 DL4936_MARKER: DD = SURVEY DISK
 DL4936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4936_STAMPING: 09608 2008
 DL4936_MARK LOGO: MIDT
 DL4936_PROJECTION: FLUSH
 DL4936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4936+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 DL4936
 DL4936  HISTORY     - Date     Condition        Report By
 DL4936  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4936  HISTORY     - 20130613 GOOD             WADTRI
 DL4936
 DL4936                          STATION DESCRIPTION
 DL4936
 DL4936'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4936'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DL4936'KAWKAWLIN, 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF WILLARD AND 0.7 MI (1.1
 DL4936'KM) EAST OF AUBURN.
 DL4936'
 DL4936'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH AUBURN
 DL4936'ROAD, LOCATED IN AUBURN, MI, GO NORTH ON AUBURN ROAD FOR 0.5 MI (0.8
 DL4936'KM) TO MIDLAND ROAD, TURN RIGHT AND GO EAST ON MIDLAND ROAD FOR 0.6 MI
 DL4936'(1.0 KM) TO THE STATION ON THE RIGHT.
 DL4936'
 DL4936'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4936'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4936'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4936'
 DL4936'THE STATION IS 250 FT (76.2 M) WEST OF DRIVEWAY OPENING --153--, 18.5
 DL4936'FT (5.6 M) SOUTH OF EDGE OF PAVEMENT OF MIDLAND ROAD, AND 2.5 FT (0.8
 DL4936'M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4936
 DL4936                          STATION RECOVERY (2013)
 DL4936
 DL4936'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DL4936'CARSONITE POST DESTROYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4935 ***********************************************************************
 DL4935  DESIGNATION -  09609
 DL4935  PID         -  DL4935
 DL4935  STATE/COUNTY-  MI/BAY
 DL4935  COUNTRY     -  US
 DL4935  USGS QUAD   -  AUBURN (2017)
 DL4935
 DL4935                         *CURRENT SURVEY CONTROL
 DL4935  ______________________________________________________________________
 DL4935* NAD 83(1986) POSITION- 43 36 38.51   (N) 084 04 59.33   (W)   HD_HELD1
 DL4935* NAVD 88 ORTHO HEIGHT -   189.832 (meters)      622.81  (feet) ADJUSTED
 DL4935  ______________________________________________________________________
 DL4935  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 DL4935  DYNAMIC HEIGHT  -        189.794 (meters)      622.68  (feet) COMP
 DL4935  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 DL4935
 DL4935  VERT ORDER      -  FIRST     CLASS II
 DL4935
 DL4935.The horizontal coordinates were determined by differentially corrected
 DL4935.hand held GPS observations or other comparable positioning techniques
 DL4935.and have an estimated accuracy of +/- 3 meters.
 DL4935
 DL4935.The orthometric height was determined by differential leveling and
 DL4935.adjusted by the NATIONAL GEODETIC SURVEY
 DL4935.in October 2009.
 DL4935
 DL4935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4935.GEOID18 height accuracy estimate available here.
 DL4935
 DL4935.Click photographs - Photos may exist for this station.
 DL4935
 DL4935.The dynamic height is computed by dividing the NAVD 88
 DL4935.geopotential number by the normal gravity value computed on the
 DL4935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4935.degrees latitude (g = 980.6199 gals.).
 DL4935
 DL4935.The modeled gravity was interpolated from observed gravity values.
 DL4935
 DL4935;                    North         East    Units  Estimated Accuracy
 DL4935;SPC MI S     -   234,498.6   4,022,887.8     MT  (+/- 3 meters HH1 GPS) 
 DL4935
 DL4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3538432769(NAD 83)
 DL4935
 DL4935                          SUPERSEDED SURVEY CONTROL
 DL4935
 DL4935.No superseded survey control is available for this station.
 DL4935
 DL4935_MARKER: DD = SURVEY DISK
 DL4935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4935_STAMPING: 09609 2008
 DL4935_MARK LOGO: MIDT
 DL4935_PROJECTION: FLUSH
 DL4935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4935+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DL4935
 DL4935  HISTORY     - Date     Condition        Report By
 DL4935  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4935  HISTORY     - 20130613 GOOD             WADTRI
 DL4935  HISTORY     - 20250421 GOOD             RSNBRK
 DL4935
 DL4935                          STATION DESCRIPTION
 DL4935
 DL4935'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4935'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF
 DL4935'KAWKAWLIN, 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF WILLARD AND 0.8 MI (1.3
 DL4935'KM) NORTHWEST OF AUBURN.
 DL4935'
 DL4935'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH GARFIELD
 DL4935'ROAD, LOCATED APPROXIMATELY 8 MI (12.9 KM) EAST OF THE CITY OF
 DL4935'MIDLAND, MI, GO NORTH ON GARFIELD ROAD FOR 0.5 MI (0.8 KM) TO NORTH
 DL4935'UNION ROAD, TURN RIGHT AND GO EAST ON NORTH UNION ROAD FOR 0.3 MI (0.5
 DL4935'KM) TO THE STATION ON THE RIGHT.
 DL4935'
 DL4935'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4935'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4935'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4935'
 DL4935'THE STATION IS 48 FT (14.6 M) EAST OF THE CENTER OF A FIELD ENTRANCE,
 DL4935'18 FT (5.5 M) SOUTH OF EDGE OF PAVEMENT OF NORTH UNION ROAD, AND 1 FT
 DL4935'(0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4935
 DL4935                          STATION RECOVERY (2013)
 DL4935
 DL4935'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DL4935'RECOVERED AS DESCRIBED
 DL4935
 DL4935                          STATION RECOVERY (2025)
 DL4935
 DL4935'RECOVERY NOTE BY ROSENBROCK LAND SURVEYING, INC. 2025 (JR)
 DL4935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4934 ***********************************************************************
 DL4934  DESIGNATION -  09610
 DL4934  PID         -  DL4934
 DL4934  STATE/COUNTY-  MI/BAY
 DL4934  COUNTRY     -  US
 DL4934  USGS QUAD   -  AUBURN (2017)
 DL4934
 DL4934                         *CURRENT SURVEY CONTROL
 DL4934  ______________________________________________________________________
 DL4934* NAD 83(1986) POSITION- 43 36 40.22   (N) 084 06 02.81   (W)   HD_HELD1
 DL4934* NAVD 88 ORTHO HEIGHT -   191.745 (meters)      629.08  (feet) ADJUSTED
 DL4934  ______________________________________________________________________
 DL4934  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 DL4934  DYNAMIC HEIGHT  -        191.707 (meters)      628.96  (feet) COMP
 DL4934  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 DL4934
 DL4934  VERT ORDER      -  FIRST     CLASS II
 DL4934
 DL4934.The horizontal coordinates were determined by differentially corrected
 DL4934.hand held GPS observations or other comparable positioning techniques
 DL4934.and have an estimated accuracy of +/- 3 meters.
 DL4934
 DL4934.The orthometric height was determined by differential leveling and
 DL4934.adjusted by the NATIONAL GEODETIC SURVEY
 DL4934.in October 2009.
 DL4934
 DL4934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4934.GEOID18 height accuracy estimate available here.
 DL4934
 DL4934.Click photographs - Photos may exist for this station.
 DL4934
 DL4934.The dynamic height is computed by dividing the NAVD 88
 DL4934.geopotential number by the normal gravity value computed on the
 DL4934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4934.degrees latitude (g = 980.6199 gals.).
 DL4934
 DL4934.The modeled gravity was interpolated from observed gravity values.
 DL4934
 DL4934;                    North         East    Units  Estimated Accuracy
 DL4934;SPC MI S     -   234,546.7   4,021,464.2     MT  (+/- 3 meters HH1 GPS) 
 DL4934
 DL4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3395932772(NAD 83)
 DL4934
 DL4934                          SUPERSEDED SURVEY CONTROL
 DL4934
 DL4934.No superseded survey control is available for this station.
 DL4934
 DL4934_MARKER: DD = SURVEY DISK
 DL4934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4934_STAMPING: 09610 2008
 DL4934_MARK LOGO: MIDT
 DL4934_PROJECTION: RECESSED 8 CENTIMETERS
 DL4934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4934+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DL4934
 DL4934  HISTORY     - Date     Condition        Report By
 DL4934  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4934  HISTORY     - 20200819 GOOD             MIDT
 DL4934  HISTORY     - 20210708 GOOD             MIDT
 DL4934  HISTORY     - 20250421 GOOD             RSNBRK
 DL4934
 DL4934                          STATION DESCRIPTION
 DL4934
 DL4934'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4934'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF MIDLAND, 4.0 MI
 DL4934'(6.4 KM) SOUTH OF WILLARD AND 1.6 MI (2.6 KM) WEST-NORTHWEST OF
 DL4934'AUBURN.
 DL4934'
 DL4934'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH GARFIELD
 DL4934'ROAD, LOCATED APPROXIMATELY 8 MI (12.9 KM) EAST OF THE CITY OF
 DL4934'MIDLAND, MI, GO NORTH ON GARFIELD ROAD FOR 0.5 MI (0.8 KM) TO NORTH
 DL4934'UNION ROAD, TURN LEFT AND GO WEST ON NORTH UNION ROAD FOR 0.6 MI (1.0
 DL4934'KM) TO THE STATION ON THE RIGHT.
 DL4934'
 DL4934'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4934'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4934'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4934'
 DL4934'THE STATION IS 18 FT (5.5 M) NORTH OF EDGE OF PAVEMENT OF NORTH UNION
 DL4934'ROAD, AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4934
 DL4934                          STATION RECOVERY (2020)
 DL4934
 DL4934'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4934'THE MARK IS 1 FT (0.3 M) SOUTH OF ORANGE CARSONITE WITNESS POST.
 DL4934
 DL4934                          STATION RECOVERY (2021)
 DL4934
 DL4934'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4934'RECOVERED IN GOOD CONDITION.
 DL4934
 DL4934                          STATION RECOVERY (2025)
 DL4934
 DL4934'RECOVERY NOTE BY ROSENBROCK LAND SURVEYING, INC. 2025 (JR)
 DL4934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4933 ***********************************************************************
 DL4933  DESIGNATION -  09611
 DL4933  PID         -  DL4933
 DL4933  STATE/COUNTY-  MI/BAY
 DL4933  COUNTRY     -  US
 DL4933  USGS QUAD   -  MIDLAND SOUTH (2017)
 DL4933
 DL4933                         *CURRENT SURVEY CONTROL
 DL4933  ______________________________________________________________________
 DL4933* NAD 83(2011) POSITION- 43 36 42.16696(N) 084 07 55.14377(W)   ADJUSTED
 DL4933* NAD 83(2011) ELLIP HT-   159.274 (meters)        (06/27/12)   ADJUSTED
 DL4933* NAD 83(2011) EPOCH   -  2010.00
 DL4933* NAVD 88 ORTHO HEIGHT -   193.656 (meters)      635.35  (feet) ADJUSTED
 DL4933  ______________________________________________________________________
 DL4933  GEOID HEIGHT    -        -34.381 (meters)                     GEOID18
 DL4933  NAD 83(2011) X  -    472,893.799 (meters)                     COMP
 DL4933  NAD 83(2011) Y  - -4,601,218.036 (meters)                     COMP
 DL4933  NAD 83(2011) Z  -  4,377,066.435 (meters)                     COMP
 DL4933  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DL4933  DYNAMIC HEIGHT  -        193.618 (meters)      635.23  (feet) COMP
 DL4933  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 DL4933
 DL4933  VERT ORDER      -  FIRST     CLASS II
 DL4933
 DL4933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4933  Standards:
 DL4933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4933  -------------------------------------------------------------------
 DL4933  NETWORK    0.21   0.39           0.10   0.07   0.20     -0.00920410
 DL4933  -------------------------------------------------------------------
 DL4933  Click here for local accuracies and other accuracy information.
 DL4933
 DL4933.The horizontal coordinates were established by GPS observations
 DL4933.and adjusted by the National Geodetic Survey in June 2012.
 DL4933
 DL4933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4933.been affixed to the stable North American tectonic plate. See 
 DL4933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4933
 DL4933.The horizontal coordinates are valid at the epoch date displayed above
 DL4933.which is a decimal equivalence of Year/Month/Day.
 DL4933
 DL4933.The orthometric height was determined by differential leveling and
 DL4933.adjusted by the NATIONAL GEODETIC SURVEY
 DL4933.in October 2009.
 DL4933
 DL4933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4933.GEOID18 height accuracy estimate available here.
 DL4933
 DL4933.Click photographs - Photos may exist for this station.
 DL4933
 DL4933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4933
 DL4933.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4933
 DL4933.The ellipsoidal height was determined by GPS observations
 DL4933.and is referenced to NAD 83.
 DL4933
 DL4933.The dynamic height is computed by dividing the NAVD 88
 DL4933.geopotential number by the normal gravity value computed on the
 DL4933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4933.degrees latitude (g = 980.6199 gals.).
 DL4933
 DL4933.The modeled gravity was interpolated from observed gravity values.
 DL4933
 DL4933. The following values were computed from the NAD 83(2011) position.
 DL4933
 DL4933;                    North         East     Units Scale Factor Converg.
 DL4933;SPC MI S     -   234,599.311 4,018,945.029   MT  0.99998734   +0 09 34.9
 DL4933;SPC MI S     -   769,682.78 13,185,515.19   iFT  0.99998734   +0 09 34.9
 DL4933;UTM  16      - 4,832,745.340   731,439.688   MT  1.00025890   +1 58 44.9
 DL4933
 DL4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4933!SPC MI S     -   0.99997502  x   0.99998734  =   0.99996236
 DL4933!UTM  16      -   0.99997502  x   1.00025890  =   1.00023392
 DL4933
 DL4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3143932745(NAD 83)
 DL4933
 DL4933                          SUPERSEDED SURVEY CONTROL
 DL4933
 DL4933  NAD 83(2007)-  43 36 42.16714(N)    084 07 55.14443(W) AD(2002.00) B
 DL4933  ELLIP H (10/19/09)  159.304  (m)                       GP(2002.00) 1 1
 DL4933
 DL4933.Superseded values are not recommended for survey control.
 DL4933
 DL4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4933.See file dsdata.pdf to determine how the superseded data were derived.
 DL4933
 DL4933_MARKER: DD = SURVEY DISK
 DL4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4933_STAMPING: 09611 2008
 DL4933_MARK LOGO: MIDT
 DL4933_PROJECTION: FLUSH
 DL4933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4933+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DL4933
 DL4933  HISTORY     - Date     Condition        Report By
 DL4933  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4933  HISTORY     - 20110112 GOOD             WADTRI
 DL4933  HISTORY     - 20250421 GOOD             RSNBRK
 DL4933
 DL4933                          STATION DESCRIPTION
 DL4933
 DL4933'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4933'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF MIDLAND, 4.1 MI
 DL4933'(6.6 KM) SOUTH-SOUTHWEST OF WILLARD AND 3.2 MI (5.1 KM) WEST OF
 DL4933'AUBURN.
 DL4933'
 DL4933'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH MIDLAND
 DL4933'ROAD, LOCATED APPROXIMATELY 4.0 MI (6.4 KM) EAST OF THE CITY OF
 DL4933'MIDLAND, MI, GO EAST ON MIDLAND ROAD FOR 0.6 MI (1.0 KM) TO FLAJOLE
 DL4933'ROAD, TURN LEFT AND GO NORTH ON FLAJOLE ROAD FOR 0.5 MI (0.8 KM) TO
 DL4933'NORTH UNION ROAD, TURN RIGHT AND GO EAST ON NORTH UNION ROAD FOR 1.7
 DL4933'MI (2.7 KM) TO THE STATION ON THE LEFT.
 DL4933'
 DL4933'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4933'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4933'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4933'
 DL4933'THE STATION IS 280 FT (85.3 M) WEST OF DRIVEWAY OPENING --2046--, 13.5
 DL4933'FT (4.1 M) NORTH OF EDGE OF PAVEMENT OF NORTH UNION ROAD, AND 1.5 FT
 DL4933'(0.5 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4933
 DL4933                          STATION RECOVERY (2011)
 DL4933
 DL4933'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2011 (NLG)
 DL4933'RECOVERED IN GOOD CONDITION.
 DL4933
 DL4933                          STATION RECOVERY (2025)
 DL4933
 DL4933'RECOVERY NOTE BY ROSENBROCK LAND SURVEYING, INC. 2025 (JR)
 DL4933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4932 ***********************************************************************
 DL4932  DESIGNATION -  09612
 DL4932  PID         -  DL4932
 DL4932  STATE/COUNTY-  MI/BAY
 DL4932  COUNTRY     -  US
 DL4932  USGS QUAD   -  MIDLAND SOUTH (2017)
 DL4932
 DL4932                         *CURRENT SURVEY CONTROL
 DL4932  ______________________________________________________________________
 DL4932* NAD 83(1986) POSITION- 43 36 44.59   (N) 084 09 56.13   (W)   HD_HELD1
 DL4932* NAVD 88 ORTHO HEIGHT -   199.034 (meters)      653.00  (feet) ADJUSTED
 DL4932  ______________________________________________________________________
 DL4932  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 DL4932  DYNAMIC HEIGHT  -        198.994 (meters)      652.87  (feet) COMP
 DL4932  MODELED GRAVITY -    980,418.3   (mgal)                       NAVD 88
 DL4932
 DL4932  VERT ORDER      -  FIRST     CLASS II
 DL4932
 DL4932.The horizontal coordinates were determined by differentially corrected
 DL4932.hand held GPS observations or other comparable positioning techniques
 DL4932.and have an estimated accuracy of +/- 3 meters.
 DL4932
 DL4932.The orthometric height was determined by differential leveling and
 DL4932.adjusted by the NATIONAL GEODETIC SURVEY
 DL4932.in October 2009.
 DL4932
 DL4932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4932.GEOID18 height accuracy estimate available here.
 DL4932
 DL4932.Click photographs - Photos may exist for this station.
 DL4932
 DL4932.The dynamic height is computed by dividing the NAVD 88
 DL4932.geopotential number by the normal gravity value computed on the
 DL4932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4932.degrees latitude (g = 980.6199 gals.).
 DL4932
 DL4932.The modeled gravity was interpolated from observed gravity values.
 DL4932
 DL4932;                    North         East    Units  Estimated Accuracy
 DL4932;SPC MI S     -   234,667.1   4,016,231.9     MT  (+/- 3 meters HH1 GPS) 
 DL4932
 DL4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2872532726(NAD 83)
 DL4932
 DL4932                          SUPERSEDED SURVEY CONTROL
 DL4932
 DL4932.No superseded survey control is available for this station.
 DL4932
 DL4932_MARKER: DD = SURVEY DISK
 DL4932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4932_STAMPING: 09612 2008
 DL4932_MARK LOGO: MIDT
 DL4932_PROJECTION: FLUSH
 DL4932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4932+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2025
 DL4932
 DL4932  HISTORY     - Date     Condition        Report By
 DL4932  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4932  HISTORY     - 20250418 GOOD             RSNBRK
 DL4932
 DL4932                          STATION DESCRIPTION
 DL4932
 DL4932'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4932'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF AUBURN, 4.8 MI
 DL4932'(7.7 KM) SOUTHWEST OF WILLARD AND 4.1 MI (6.6 KM) EAST OF MIDLAND.
 DL4932'
 DL4932'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH MIDLAND
 DL4932'ROAD, LOCATED APPROXIMATELY 4.0 MI (6.4 KM) EAST OF THE CITY OF
 DL4932'MIDLAND, MI, GO EAST ON MIDLAND ROAD FOR 0.6 MI (1.0 KM) TO FLAJOLE
 DL4932'ROAD, TURN LEFT AND GO NORTH ON FLAJOLE ROAD FOR 0.5 MI (0.8 KM) TO
 DL4932'NORTH UNION ROAD, TURN LEFT AND GO WEST ON NORTH UNION ROAD FOR 0.9 MI
 DL4932'(1.4 KM) TO ROCKWELL DRIVE AND THE STATION ON THE RIGHT.
 DL4932'
 DL4932'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4932'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4932'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4932'
 DL4932'THE STATION IS 76 FT (23.2 M) NORTH OF THE CENTERLINE OF NORTH UNION
 DL4932'ROAD, 32 FT (9.8 M) EAST-NORTHEAST OF THE CENTERLINE OF ROCKWELL
 DL4932'DRIVE, 13 FT (4.0 M) NORTHEAST OF EDGE OF PAVEMENT FOR TURN LANE ONTO
 DL4932'ROCKWELL DRIVE, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL4932'POST.
 DL4932
 DL4932                          STATION RECOVERY (2025)
 DL4932
 DL4932'RECOVERY NOTE BY ROSENBROCK LAND SURVEYING, INC. 2025 (JR)
 DL4932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4975 ***********************************************************************
 DL4975  DESIGNATION -  09613
 DL4975  PID         -  DL4975
 DL4975  STATE/COUNTY-  MI/BAY
 DL4975  COUNTRY     -  US
 DL4975  USGS QUAD   -  ESSEXVILLE (2017)
 DL4975
 DL4975                         *CURRENT SURVEY CONTROL
 DL4975  ______________________________________________________________________
 DL4975* NAD 83(1986) POSITION- 43 32 01.93   (N) 083 50 11.86   (W)   HD_HELD1
 DL4975* NAVD 88 ORTHO HEIGHT -   181.398 (meters)      595.14  (feet) ADJUSTED
 DL4975  ______________________________________________________________________
 DL4975  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 DL4975  DYNAMIC HEIGHT  -        181.362 (meters)      595.02  (feet) COMP
 DL4975  MODELED GRAVITY -    980,415.4   (mgal)                       NAVD 88
 DL4975
 DL4975  VERT ORDER      -  FIRST     CLASS II
 DL4975
 DL4975.The horizontal coordinates were determined by differentially corrected
 DL4975.hand held GPS observations or other comparable positioning techniques
 DL4975.and have an estimated accuracy of +/- 3 meters.
 DL4975
 DL4975.The orthometric height was determined by differential leveling and
 DL4975.adjusted by the NATIONAL GEODETIC SURVEY
 DL4975.in October 2009.
 DL4975
 DL4975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4975.GEOID18 height accuracy estimate available here.
 DL4975
 DL4975.Click photographs - Photos may exist for this station.
 DL4975
 DL4975.The dynamic height is computed by dividing the NAVD 88
 DL4975.geopotential number by the normal gravity value computed on the
 DL4975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4975.degrees latitude (g = 980.6199 gals.).
 DL4975
 DL4975.The modeled gravity was interpolated from observed gravity values.
 DL4975
 DL4975;                    North         East    Units  Estimated Accuracy
 DL4975;SPC MI S     -   226,059.2   4,042,842.3     MT  (+/- 3 meters HH1 GPS) 
 DL4975
 DL4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7079824012(NAD 83)
 DL4975
 DL4975                          SUPERSEDED SURVEY CONTROL
 DL4975
 DL4975.No superseded survey control is available for this station.
 DL4975
 DL4975_MARKER: DD = SURVEY DISK
 DL4975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4975_STAMPING: 09613 2008
 DL4975_MARK LOGO: MIDT
 DL4975_PROJECTION: FLUSH
 DL4975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4975+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4975
 DL4975  HISTORY     - Date     Condition        Report By
 DL4975  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4975
 DL4975                          STATION DESCRIPTION
 DL4975
 DL4975'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4975'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF
 DL4975'QUANICASSEE, 5.6 MI (9.0 KM) SOUTH OF ESSEXVILLE AND 4.9 MI (7.9 KM)
 DL4975'SOUTH-SOUTHEAST OF BAY CITY.
 DL4975'
 DL4975'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4975'ROAD) WITH STATE HIGHWAY 138 (MUNGER ROAD), LOCATED APPROXIMATELY 6.5
 DL4975'MI (10.5 KM) SOUTHEAST OF THE CITY OF BAY CITY, MI, GO WEST ON STATE
 DL4975'HIGHWAY 138 FOR 1.5 MI (2.4 KM) TO PORTSMOUTH ROAD ON THE LEFT AND
 DL4975'PINE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON PINE ROAD FOR 0.8
 DL4975'MI (1.3 KM) TO THE STATION ON THE LEFT.
 DL4975'
 DL4975'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4975'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4975'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL4975'
 DL4975'THE STATION IS 25 FT (7.6 M) SOUTH OF CENTER OF A FIELD ENTRANCE, 16
 DL4975'FT (4.9 M) WEST OF EDGE OF PAVEMENT OF PINE ROAD, AND 3.3 FT (1.0 M)
 DL4975'EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4976 ***********************************************************************
 DL4976  DESIGNATION -  09614
 DL4976  PID         -  DL4976
 DL4976  STATE/COUNTY-  MI/BAY
 DL4976  COUNTRY     -  US
 DL4976  USGS QUAD   -  ESSEXVILLE (2017)
 DL4976
 DL4976                         *CURRENT SURVEY CONTROL
 DL4976  ______________________________________________________________________
 DL4976* NAD 83(1986) POSITION- 43 33 04.88   (N) 083 49 56.61   (W)   HD_HELD1
 DL4976* NAVD 88 ORTHO HEIGHT -   182.156 (meters)      597.62  (feet) ADJUSTED
 DL4976  ______________________________________________________________________
 DL4976  GEOID HEIGHT    -        -34.512 (meters)                     GEOID18
 DL4976  DYNAMIC HEIGHT  -        182.120 (meters)      597.51  (feet) COMP
 DL4976  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 DL4976
 DL4976  VERT ORDER      -  FIRST     CLASS II
 DL4976
 DL4976.The horizontal coordinates were determined by differentially corrected
 DL4976.hand held GPS observations or other comparable positioning techniques
 DL4976.and have an estimated accuracy of +/- 3 meters.
 DL4976
 DL4976.The orthometric height was determined by differential leveling and
 DL4976.adjusted by the NATIONAL GEODETIC SURVEY
 DL4976.in October 2009.
 DL4976
 DL4976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4976.GEOID18 height accuracy estimate available here.
 DL4976
 DL4976.Click photographs - Photos may exist for this station.
 DL4976
 DL4976.The dynamic height is computed by dividing the NAVD 88
 DL4976.geopotential number by the normal gravity value computed on the
 DL4976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4976.degrees latitude (g = 980.6199 gals.).
 DL4976
 DL4976.The modeled gravity was interpolated from observed gravity values.
 DL4976
 DL4976;                    North         East    Units  Estimated Accuracy
 DL4976;SPC MI S     -   228,004.1   4,043,172.4     MT  (+/- 3 meters HH1 GPS) 
 DL4976
 DL4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7120625942(NAD 83)
 DL4976
 DL4976                          SUPERSEDED SURVEY CONTROL
 DL4976
 DL4976.No superseded survey control is available for this station.
 DL4976
 DL4976_MARKER: DD = SURVEY DISK
 DL4976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4976_STAMPING: 09614 2008
 DL4976_MARK LOGO: MIDT
 DL4976_PROJECTION: FLUSH
 DL4976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4976+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DL4976
 DL4976  HISTORY     - Date     Condition        Report By
 DL4976  HISTORY     - 20080620 MONUMENTED       COLEM
 DL4976
 DL4976                          STATION DESCRIPTION
 DL4976
 DL4976'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4976'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 DL4976'QUANICASSEE, 4.4 MI (7.1 KM) SOUTH OF ESSEXVILLE AND 4.1 MI (6.6 KM)
 DL4976'SOUTHEAST OF BAY CITY.
 DL4976'
 DL4976'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4976'ROAD) WITH STATE HIGHWAY 138 (MUNGER ROAD), LOCATED APPROXIMATELY 6.5
 DL4976'MI (10.5 KM) SOUTHEAST OF THE CITY OF BAY CITY, MI, GO NORTHWEST ON
 DL4976'STATE HIGHWAY 15 FOR 2.4 MI (3.9 KM) TO GERMAN ROAD AND THE STATION ON
 DL4976'THE LEFT.    THE STATION IS A BRASS MICHIGAN DEPARTMENT OF
 DL4976'TRANSPORTATION HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16
 DL4976'INCH (41 CM) DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4976'
 DL4976'THE STATION IS 103 FT (31.4 M) NORTH OF THE CENTERLINE OF GERMAN ROAD,
 DL4976'72 FT (21.9 M) NORTH OF A UTILITY POLE, 59 FT (18.0 M) WEST OF THE
 DL4976'CENTERLINE OF STATE HIGHWAY 15 (TUSCOLA ROAD), AND 3.3 FT (1.0 M) EAST
 DL4976'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4977 ***********************************************************************
 DL4977  DESIGNATION -  09615
 DL4977  PID         -  DL4977
 DL4977  STATE/COUNTY-  MI/BAY
 DL4977  COUNTRY     -  US
 DL4977  USGS QUAD   -  ESSEXVILLE (2017)
 DL4977
 DL4977                         *CURRENT SURVEY CONTROL
 DL4977  ______________________________________________________________________
 DL4977* NAD 83(1986) POSITION- 43 33 56.49   (N) 083 51 19.68   (W)   HD_HELD1
 DL4977* NAVD 88 ORTHO HEIGHT -   183.749 (meters)      602.85  (feet) ADJUSTED
 DL4977  ______________________________________________________________________
 DL4977  GEOID HEIGHT    -        -34.521 (meters)                     GEOID18
 DL4977  DYNAMIC HEIGHT  -        183.713 (meters)      602.73  (feet) COMP
 DL4977  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 DL4977
 DL4977  VERT ORDER      -  FIRST     CLASS II
 DL4977
 DL4977.The horizontal coordinates were determined by differentially corrected
 DL4977.hand held GPS observations or other comparable positioning techniques
 DL4977.and have an estimated accuracy of +/- 3 meters.
 DL4977
 DL4977.The orthometric height was determined by differential leveling and
 DL4977.adjusted by the NATIONAL GEODETIC SURVEY
 DL4977.in October 2009.
 DL4977
 DL4977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4977.GEOID18 height accuracy estimate available here.
 DL4977
 DL4977.Click photographs - Photos may exist for this station.
 DL4977
 DL4977.The dynamic height is computed by dividing the NAVD 88
 DL4977.geopotential number by the normal gravity value computed on the
 DL4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4977.degrees latitude (g = 980.6199 gals.).
 DL4977
 DL4977.The modeled gravity was interpolated from observed gravity values.
 DL4977
 DL4977;                    North         East    Units  Estimated Accuracy
 DL4977;SPC MI S     -   229,585.2   4,041,298.1     MT  (+/- 3 meters HH1 GPS) 
 DL4977
 DL4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6939727598(NAD 83)
 DL4977
 DL4977                          SUPERSEDED SURVEY CONTROL
 DL4977
 DL4977.No superseded survey control is available for this station.
 DL4977
 DL4977_MARKER: DD = SURVEY DISK
 DL4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4977_STAMPING: 09615 2008
 DL4977_MARK LOGO: MIDT
 DL4977_PROJECTION: FLUSH
 DL4977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4977+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4977
 DL4977  HISTORY     - Date     Condition        Report By
 DL4977  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4977
 DL4977                          STATION DESCRIPTION
 DL4977
 DL4977'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4977'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF KAWKAWLIN,
 DL4977'3.5 MI (5.6 KM) SOUTH OF ESSEXVILLE AND 2.6 MI (4.2 KM) SOUTHEAST OF
 DL4977'BAY CITY.
 DL4977'
 DL4977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4977'ROAD) WITH CASS AVENUE, LOCATED ON THE SOUTHEAST SIDE OF THE CITY OF
 DL4977'BAY CITY, MI, GO WEST ON CASS AVENUE FOR 0.55 MI (0.9 KM) TO THE
 DL4977'STATION ON THE RIGHT.
 DL4977'
 DL4977'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4977'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4977'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4977'
 DL4977'THE STATION IS 230 FT (70.1 M) EAST OF GREEN ROAD, 16 FT (4.9 M) NORTH
 DL4977'OF EDGE OF PAVEMENT OF CASS AVENUE, AND 1 FT (0.3 M) SOUTH OF AN
 DL4977'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4978 ***********************************************************************
 DL4978  DESIGNATION -  09616
 DL4978  PID         -  DL4978
 DL4978  STATE/COUNTY-  MI/BAY
 DL4978  COUNTRY     -  US
 DL4978  USGS QUAD   -  BAY CITY (2017)
 DL4978
 DL4978                         *CURRENT SURVEY CONTROL
 DL4978  ______________________________________________________________________
 DL4978* NAD 83(2011) POSITION- 43 34 04.13880(N) 083 53 29.04751(W)   ADJUSTED
 DL4978* NAD 83(2011) ELLIP HT-   146.250 (meters)        (06/27/12)   ADJUSTED
 DL4978* NAD 83(2011) EPOCH   -  2010.00
 DL4978* NAVD 88 ORTHO HEIGHT -   180.773 (meters)      593.09  (feet) ADJUSTED
 DL4978  ______________________________________________________________________
 DL4978  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 DL4978  NAD 83(2011) X  -    492,566.715 (meters)                     COMP
 DL4978  NAD 83(2011) Y  - -4,602,526.147 (meters)                     COMP
 DL4978  NAD 83(2011) Z  -  4,373,524.903 (meters)                     COMP
 DL4978  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 DL4978  DYNAMIC HEIGHT  -        180.737 (meters)      592.97  (feet) COMP
 DL4978  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 DL4978
 DL4978  VERT ORDER      -  FIRST     CLASS II
 DL4978
 DL4978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4978  Standards:
 DL4978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4978  -------------------------------------------------------------------
 DL4978  NETWORK    0.24   0.41           0.11   0.08   0.21     -0.08679673
 DL4978  -------------------------------------------------------------------
 DL4978  Click here for local accuracies and other accuracy information.
 DL4978
 DL4978.The horizontal coordinates were established by GPS observations
 DL4978.and adjusted by the National Geodetic Survey in June 2012.
 DL4978
 DL4978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4978.been affixed to the stable North American tectonic plate. See 
 DL4978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4978
 DL4978.The horizontal coordinates are valid at the epoch date displayed above
 DL4978.which is a decimal equivalence of Year/Month/Day.
 DL4978
 DL4978.The orthometric height was determined by differential leveling and
 DL4978.adjusted by the NATIONAL GEODETIC SURVEY
 DL4978.in October 2009.
 DL4978
 DL4978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4978.GEOID18 height accuracy estimate available here.
 DL4978
 DL4978.Click photographs - Photos may exist for this station.
 DL4978
 DL4978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4978
 DL4978.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4978
 DL4978.The ellipsoidal height was determined by GPS observations
 DL4978.and is referenced to NAD 83.
 DL4978
 DL4978.The dynamic height is computed by dividing the NAVD 88
 DL4978.geopotential number by the normal gravity value computed on the
 DL4978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4978.degrees latitude (g = 980.6199 gals.).
 DL4978
 DL4978.The modeled gravity was interpolated from observed gravity values.
 DL4978
 DL4978. The following values were computed from the NAD 83(2011) position.
 DL4978
 DL4978;                    North         East     Units Scale Factor Converg.
 DL4978;SPC MI S     -   229,804.247 4,038,393.720   MT  0.99997790   +0 19 24.4
 DL4978;SPC MI S     -   753,950.94 13,249,323.23   iFT  0.99997790   +0 19 24.4
 DL4978;UTM  17      - 4,827,935.351   266,503.234   MT  1.00027068   -1 59 37.3
 DL4978
 DL4978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4978!SPC MI S     -   0.99997707  x   0.99997790  =   0.99995497
 DL4978!UTM  17      -   0.99997707  x   1.00027068  =   1.00024774
 DL4978
 DL4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6650327935(NAD 83)
 DL4978
 DL4978                          SUPERSEDED SURVEY CONTROL
 DL4978
 DL4978  NAD 83(2007)-  43 34 04.13895(N)    083 53 29.04824(W) AD(2002.00) B
 DL4978  ELLIP H (10/23/09)  146.273  (m)                       GP(2002.00) 3 1
 DL4978
 DL4978.Superseded values are not recommended for survey control.
 DL4978
 DL4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4978.See file dsdata.pdf to determine how the superseded data were derived.
 DL4978
 DL4978_MARKER: DD = SURVEY DISK
 DL4978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4978_STAMPING: 09616 2008
 DL4978_MARK LOGO: MIDT
 DL4978_PROJECTION: FLUSH
 DL4978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4978+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4978
 DL4978  HISTORY     - Date     Condition        Report By
 DL4978  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4978
 DL4978                          STATION DESCRIPTION
 DL4978
 DL4978'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4978'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DL4978'KAWKAWLIN, 4.1 MI (6.6 KM) SOUTHWEST OF ESSEXVILLE AND 1.8 MI (2.9 KM)
 DL4978'SOUTH OF BAY CITY.
 DL4978'
 DL4978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (BROADWAY
 DL4978'STREET) WITH CASS AVENUE, LOCATED IN THE CITY OF BAY CITY, MI GO NORTH
 DL4978'ON STATE HIGHWAY 13 FOR 0.15 MI (0.2 KM) TO 34TH STREET, TURN RIGHT
 DL4978'AND GO EAST ON 34TH STREET FOR 0.1 MI (0.2 KM) TO JENNISON STREET ON
 DL4978'THE LEFT AND THE STATION ON THE RIGHT.
 DL4978'
 DL4978'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4978'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4978'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4978'
 DL4978'THE STATION IS 67 FT (20.4 M) WEST OF EXTENDED CENTERLINE OF JENNISON
 DL4978'STREET, 70 FT (21.3 M) SOUTHWEST OF A METAL POST FOR A --34TH
 DL4978'STREET/JENNISON STREET-- SIGN, 11.5 FT (3.5 M) SOUTH OF EDGE OF CURB
 DL4978'OF 34TH STREET, AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL4978'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4979 ***********************************************************************
 DL4979  DESIGNATION -  09617
 DL4979  PID         -  DL4979
 DL4979  STATE/COUNTY-  MI/BAY
 DL4979  COUNTRY     -  US
 DL4979  USGS QUAD   -  ESSEXVILLE (2017)
 DL4979
 DL4979                         *CURRENT SURVEY CONTROL
 DL4979  ______________________________________________________________________
 DL4979* NAD 83(2011) POSITION- 43 34 53.64212(N) 083 49 00.41022(W)   ADJUSTED
 DL4979* NAD 83(2011) ELLIP HT-   146.259 (meters)        (06/27/12)   ADJUSTED
 DL4979* NAD 83(2011) EPOCH   -  2010.00
 DL4979* NAVD 88 ORTHO HEIGHT -   180.823 (meters)      593.25  (feet) ADJUSTED
 DL4979  ______________________________________________________________________
 DL4979  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 DL4979  NAD 83(2011) X  -    498,447.152 (meters)                     COMP
 DL4979  NAD 83(2011) Y  - -4,600,833.739 (meters)                     COMP
 DL4979  NAD 83(2011) Z  -  4,374,631.776 (meters)                     COMP
 DL4979  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 DL4979  DYNAMIC HEIGHT  -        180.788 (meters)      593.14  (feet) COMP
 DL4979  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DL4979
 DL4979  VERT ORDER      -  FIRST     CLASS II
 DL4979
 DL4979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4979  Standards:
 DL4979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4979  -------------------------------------------------------------------
 DL4979  NETWORK    0.23   0.41           0.11   0.07   0.21     -0.05385130
 DL4979  -------------------------------------------------------------------
 DL4979  Click here for local accuracies and other accuracy information.
 DL4979
 DL4979.The horizontal coordinates were established by GPS observations
 DL4979.and adjusted by the National Geodetic Survey in June 2012.
 DL4979
 DL4979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4979.been affixed to the stable North American tectonic plate. See 
 DL4979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4979
 DL4979.The horizontal coordinates are valid at the epoch date displayed above
 DL4979.which is a decimal equivalence of Year/Month/Day.
 DL4979
 DL4979.The orthometric height was determined by differential leveling and
 DL4979.adjusted by the NATIONAL GEODETIC SURVEY
 DL4979.in October 2009.
 DL4979
 DL4979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4979.GEOID18 height accuracy estimate available here.
 DL4979
 DL4979.Click photographs - Photos may exist for this station.
 DL4979
 DL4979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4979
 DL4979.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4979
 DL4979.The ellipsoidal height was determined by GPS observations
 DL4979.and is referenced to NAD 83.
 DL4979
 DL4979.The dynamic height is computed by dividing the NAVD 88
 DL4979.geopotential number by the normal gravity value computed on the
 DL4979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4979.degrees latitude (g = 980.6199 gals.).
 DL4979
 DL4979.The modeled gravity was interpolated from observed gravity values.
 DL4979
 DL4979. The following values were computed from the NAD 83(2011) position.
 DL4979
 DL4979;                    North         East     Units Scale Factor Converg.
 DL4979;SPC MI S     -   231,368.665 4,044,411.874   MT  0.99998079   +0 22 27.2
 DL4979;SPC MI S     -   759,083.55 13,269,067.83   iFT  0.99998079   +0 22 27.2
 DL4979;UTM  17      - 4,829,255.548   272,581.380   MT  1.00023621   -1 56 33.6
 DL4979
 DL4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4979!SPC MI S     -   0.99997707  x   0.99998079  =   0.99995786
 DL4979!UTM  17      -   0.99997707  x   1.00023621  =   1.00021327
 DL4979
 DL4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7258129255(NAD 83)
 DL4979
 DL4979                          SUPERSEDED SURVEY CONTROL
 DL4979
 DL4979  NAD 83(2007)-  43 34 53.64230(N)    083 49 00.41104(W) AD(2002.00) B
 DL4979  ELLIP H (10/19/09)  146.283  (m)                       GP(2002.00) 1 1
 DL4979
 DL4979.Superseded values are not recommended for survey control.
 DL4979
 DL4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4979.See file dsdata.pdf to determine how the superseded data were derived.
 DL4979
 DL4979_MARKER: DD = SURVEY DISK
 DL4979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4979_STAMPING: 09617 2008
 DL4979_MARK LOGO: MIDT
 DL4979_PROJECTION: RECESSED 2 CENTIMETERS
 DL4979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4979+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 DL4979
 DL4979  HISTORY     - Date     Condition        Report By
 DL4979  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4979  HISTORY     - 20130404 GOOD             INDIV
 DL4979  HISTORY     - 20200617 GOOD             MIDT
 DL4979
 DL4979                          STATION DESCRIPTION
 DL4979
 DL4979'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4979'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF QUANICASSEE, 3.7
 DL4979'MI (6.0 KM) EAST-SOUTHEAST OF BAY CITY AND 2.6 MI (4.2 KM)
 DL4979'SOUTH-SOUTHEAST OF ESSEXVILLE.
 DL4979'
 DL4979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4979'ROAD) WITH 22ND STREET (YOUNGS DITCH ROAD), IN THE CITY OF BAY CITY,
 DL4979'MI, GO EAST ON 22ND STREET (YOUNGS DITCH ROAD) FOR 2.0 MI (3.2 KM) TO
 DL4979'JONES ROAD, TURN LEFT AND GO NORTH ON JONES ROAD FOR 0.15 MI (0.2 KM)
 DL4979'TO THE STATION ON THE RIGHT.
 DL4979'
 DL4979'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4979'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4979'CONCRETE POST, SET TO A DEPTH OF 7.5 FT (2.3 M),
 DL4979'
 DL4979'THE STATION IS 118 FT (36.0 M) NORTH OF A POWER POLE, 17 FT (5.2 M)
 DL4979'EAST OF THE CENTERLINE OF JONES ROAD, AND 3.3 FT (1.0 M) WEST OF AN
 DL4979'ORANGE CARSONITE WITNESS POST.
 DL4979
 DL4979                          STATION RECOVERY (2013)
 DL4979
 DL4979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 DL4979'RECOVERED IN GOOD CONDITION.
 DL4979
 DL4979                          STATION RECOVERY (2020)
 DL4979
 DL4979'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4979'CARSONITE WAS REPLACED AND THE ROAD HAD BEEN REDONE LEAVING THE POINT
 DL4979'PARTLY COVERED IN GRAVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4983 ***********************************************************************
 DL4983  DESIGNATION -  09618
 DL4983  PID         -  DL4983
 DL4983  STATE/COUNTY-  MI/BAY
 DL4983  COUNTRY     -  US
 DL4983  USGS QUAD   -  KAWKAWLIN (2017)
 DL4983
 DL4983                         *CURRENT SURVEY CONTROL
 DL4983  ______________________________________________________________________
 DL4983* NAD 83(2011) POSITION- 43 40 05.52541(N) 083 58 10.19881(W)   ADJUSTED
 DL4983* NAD 83(2011) ELLIP HT-   145.967 (meters)        (06/27/12)   ADJUSTED
 DL4983* NAD 83(2011) EPOCH   -  2010.00
 DL4983* NAVD 88 ORTHO HEIGHT -   180.576 (meters)      592.44  (feet) ADJUSTED
 DL4983  ______________________________________________________________________
 DL4983  GEOID HEIGHT    -        -34.601 (meters)                     GEOID18
 DL4983  NAD 83(2011) X  -    485,484.379 (meters)                     COMP
 DL4983  NAD 83(2011) Y  - -4,595,541.416 (meters)                     COMP
 DL4983  NAD 83(2011) Z  -  4,381,599.360 (meters)                     COMP
 DL4983  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DL4983  DYNAMIC HEIGHT  -        180.542 (meters)      592.33  (feet) COMP
 DL4983  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DL4983
 DL4983  VERT ORDER      -  FIRST     CLASS II
 DL4983
 DL4983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4983  Standards:
 DL4983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4983  -------------------------------------------------------------------
 DL4983  NETWORK    0.27   0.43           0.13   0.08   0.22      0.12231982
 DL4983  -------------------------------------------------------------------
 DL4983  Click here for local accuracies and other accuracy information.
 DL4983
 DL4983.The horizontal coordinates were established by GPS observations
 DL4983.and adjusted by the National Geodetic Survey in June 2012.
 DL4983
 DL4983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4983.been affixed to the stable North American tectonic plate. See 
 DL4983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4983
 DL4983.The horizontal coordinates are valid at the epoch date displayed above
 DL4983.which is a decimal equivalence of Year/Month/Day.
 DL4983
 DL4983.The orthometric height was determined by differential leveling and
 DL4983.adjusted by the NATIONAL GEODETIC SURVEY
 DL4983.in October 2009.
 DL4983
 DL4983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4983.GEOID18 height accuracy estimate available here.
 DL4983
 DL4983.Click photographs - Photos may exist for this station.
 DL4983
 DL4983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4983
 DL4983.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4983
 DL4983.The ellipsoidal height was determined by GPS observations
 DL4983.and is referenced to NAD 83.
 DL4983
 DL4983.The dynamic height is computed by dividing the NAVD 88
 DL4983.geopotential number by the normal gravity value computed on the
 DL4983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4983.degrees latitude (g = 980.6199 gals.).
 DL4983
 DL4983.The modeled gravity was interpolated from observed gravity values.
 DL4983
 DL4983. The following values were computed from the NAD 83(2011) position.
 DL4983
 DL4983;                    North         East     Units Scale Factor Converg.
 DL4983;SPC MI S     -   240,924.584 4,032,032.132   MT  1.00000037   +0 16 13.0
 DL4983;SPC MI S     -   790,434.99 13,228,451.88   iFT  1.00000037   +0 16 13.0
 DL4983;UTM  17      - 4,839,307.426   260,595.126   MT  1.00030503   -2 03 04.9
 DL4983;UTM  16      - 4,839,485.399   744,323.041   MT  1.00033430   +2 05 36.7
 DL4983
 DL4983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4983!SPC MI S     -   0.99997711  x   1.00000037  =   0.99997748
 DL4983!UTM  17      -   0.99997711  x   1.00030503  =   1.00028213
 DL4983!UTM  16      -   0.99997711  x   1.00033430  =   1.00031140
 DL4983
 DL4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6059539307(NAD 83)
 DL4983
 DL4983                          SUPERSEDED SURVEY CONTROL
 DL4983
 DL4983  NAD 83(2007)-  43 40 05.52553(N)    083 58 10.19943(W) AD(2002.00) B
 DL4983  ELLIP H (10/23/09)  145.994  (m)                       GP(2002.00) 3 1
 DL4983
 DL4983.Superseded values are not recommended for survey control.
 DL4983
 DL4983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4983.See file dsdata.pdf to determine how the superseded data were derived.
 DL4983
 DL4983_MARKER: DD = SURVEY DISK
 DL4983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4983_STAMPING: 09618 2008
 DL4983_MARK LOGO: MIDT
 DL4983_PROJECTION: FLUSH
 DL4983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4983+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2025
 DL4983
 DL4983  HISTORY     - Date     Condition        Report By
 DL4983  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4983  HISTORY     - 20181012 GOOD             INDIV
 DL4983  HISTORY     - 20250208 GOOD             ADVGEO
 DL4983
 DL4983                          STATION DESCRIPTION
 DL4983
 DL4983'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4983'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF AUBURN, 6.5
 DL4983'MI (10.5 KM) NORTHWEST OF BAY CITY AND 1.7 MI (2.7 KM) NORTHWEST OF
 DL4983'KAWKAWLIN.
 DL4983'
 DL4983'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4983'HIGHWAY 23) WITH BEAVER ROAD (EXIT 168), LOCATED APPROXIMATELY 8 MI
 DL4983'(12.9 KM) NORTHWEST OF THE CITY OF BAY CITY, MI, GO EAST ON BEAVER
 DL4983'ROAD FOR 2.1 MI (3.4 KM) TO 4 MI (6.4 KM) ROAD ON THE LEFT, TURN LEFT
 DL4983'AND GO NORTH ON 4 MI (6.4 KM) ROAD FOR 330 FT (100.6 M) TO THE STATION
 DL4983'ON THE RIGHT.
 DL4983'
 DL4983'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4983'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4983'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4983'
 DL4983'THE STATION IS 200 FT (61.0 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4983'OPENING --2454--, 14 FT (4.3 M) EAST OF EDGE OF PAVEMENT OF 4 MI (6.4
 DL4983'KM) ROAD, AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4983
 DL4983                          STATION RECOVERY (2018)
 DL4983
 DL4983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (SJS)
 DL4983'RECOVERED IN GOOD CONDITION.
 DL4983
 DL4983                          STATION RECOVERY (2025)
 DL4983
 DL4983'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (ACF)
 DL4983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4984 ***********************************************************************
 DL4984  DESIGNATION -  09619
 DL4984  PID         -  DL4984
 DL4984  STATE/COUNTY-  MI/BAY
 DL4984  COUNTRY     -  US
 DL4984  USGS QUAD   -  KAWKAWLIN (2017)
 DL4984
 DL4984                         *CURRENT SURVEY CONTROL
 DL4984  ______________________________________________________________________
 DL4984* NAD 83(1986) POSITION- 43 40 06.74   (N) 083 59 20.91   (W)   HD_HELD1
 DL4984* NAVD 88 ORTHO HEIGHT -   181.608 (meters)      595.83  (feet) ADJUSTED
 DL4984  ______________________________________________________________________
 DL4984  GEOID HEIGHT    -        -34.588 (meters)                     GEOID18
 DL4984  DYNAMIC HEIGHT  -        181.574 (meters)      595.71  (feet) COMP
 DL4984  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DL4984
 DL4984  VERT ORDER      -  FIRST     CLASS II
 DL4984
 DL4984.The horizontal coordinates were determined by differentially corrected
 DL4984.hand held GPS observations or other comparable positioning techniques
 DL4984.and have an estimated accuracy of +/- 3 meters.
 DL4984
 DL4984.The orthometric height was determined by differential leveling and
 DL4984.adjusted by the NATIONAL GEODETIC SURVEY
 DL4984.in October 2009.
 DL4984
 DL4984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4984.GEOID18 height accuracy estimate available here.
 DL4984
 DL4984.Click photographs - Photos may exist for this station.
 DL4984
 DL4984.The dynamic height is computed by dividing the NAVD 88
 DL4984.geopotential number by the normal gravity value computed on the
 DL4984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4984.degrees latitude (g = 980.6199 gals.).
 DL4984
 DL4984.The modeled gravity was interpolated from observed gravity values.
 DL4984
 DL4984;                    North         East    Units  Estimated Accuracy
 DL4984;SPC MI S     -   240,954.8   4,030,447.8     MT  (+/- 3 meters HH1 GPS) 
 DL4984
 DL4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ5901239401(NAD 83)
 DL4984
 DL4984                          SUPERSEDED SURVEY CONTROL
 DL4984
 DL4984.No superseded survey control is available for this station.
 DL4984
 DL4984_MARKER: DD = SURVEY DISK
 DL4984_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4984_SP_SET: BOX CULVERT WING WALL
 DL4984_STAMPING: 09619 2008
 DL4984_MARK LOGO: MIDT
 DL4984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4984+STABILITY: SURFACE MOTION
 DL4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4984+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4984
 DL4984  HISTORY     - Date     Condition        Report By
 DL4984  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4984
 DL4984                          STATION DESCRIPTION
 DL4984
 DL4984'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4984'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF AUBURN, 6.0
 DL4984'MI (9.7 KM) EAST OF WILLARD AND 2.6 MI (4.2 KM) WEST-NORTHWEST OF
 DL4984'KAWKAWLIN.
 DL4984'
 DL4984'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4984'HIGHWAY 23) WITH BEAVER ROAD (EXIT 168), LOCATED APPROXIMATELY 8 MI
 DL4984'(12.9 KM) NORTHWEST OF THE CITY OF BAY CITY, MI, GO EAST ON BEAVER
 DL4984'ROAD FOR 1.15 MI (1.9 KM) TO MACKINAW ROAD, TURN LEFT AND GO NORTH ON
 DL4984'MACKINAW ROAD FOR 450 FT (137.2 M) TO A BOX CULVERT FOR AN UNNAMED
 DL4984'STREAM AND THE STATION ON THE LEFT.
 DL4984'
 DL4984'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4984'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE WEST WING WALL OF
 DL4984'THE SOUTH ABUTMENT OF A BOX CULVERT.
 DL4984'
 DL4984'THE STATION IS 9 FT (2.7 M) WEST OF EDGE OF PAVEMENT OF MACKINAW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4985 ***********************************************************************
 DL4985  DESIGNATION -  09620
 DL4985  PID         -  DL4985
 DL4985  STATE/COUNTY-  MI/BAY
 DL4985  COUNTRY     -  US
 DL4985  USGS QUAD   -  WILLARD (2017)
 DL4985
 DL4985                         *CURRENT SURVEY CONTROL
 DL4985  ______________________________________________________________________
 DL4985* NAD 83(2011) POSITION- 43 41 04.10292(N) 084 00 30.90356(W)   ADJUSTED
 DL4985* NAD 83(2011) ELLIP HT-   150.427 (meters)        (06/27/12)   ADJUSTED
 DL4985* NAD 83(2011) EPOCH   -  2010.00
 DL4985* NAVD 88 ORTHO HEIGHT -   185.024 (meters)      607.03  (feet) ADJUSTED
 DL4985  ______________________________________________________________________
 DL4985  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 DL4985  NAD 83(2011) X  -    482,219.409 (meters)                     COMP
 DL4985  NAD 83(2011) Y  - -4,594,633.040 (meters)                     COMP
 DL4985  NAD 83(2011) Z  -  4,382,910.013 (meters)                     COMP
 DL4985  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DL4985  DYNAMIC HEIGHT  -        184.989 (meters)      606.92  (feet) COMP
 DL4985  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DL4985
 DL4985  VERT ORDER      -  FIRST     CLASS II
 DL4985
 DL4985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4985  Standards:
 DL4985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4985  -------------------------------------------------------------------
 DL4985  NETWORK    0.27   0.43           0.13   0.08   0.22      0.13213054
 DL4985  -------------------------------------------------------------------
 DL4985  Click here for local accuracies and other accuracy information.
 DL4985
 DL4985.The horizontal coordinates were established by GPS observations
 DL4985.and adjusted by the National Geodetic Survey in June 2012.
 DL4985
 DL4985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4985.been affixed to the stable North American tectonic plate. See 
 DL4985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4985
 DL4985.The horizontal coordinates are valid at the epoch date displayed above
 DL4985.which is a decimal equivalence of Year/Month/Day.
 DL4985
 DL4985.The orthometric height was determined by differential leveling and
 DL4985.adjusted by the NATIONAL GEODETIC SURVEY
 DL4985.in October 2009.
 DL4985
 DL4985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4985.GEOID18 height accuracy estimate available here.
 DL4985
 DL4985.Click photographs - Photos may exist for this station.
 DL4985
 DL4985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4985
 DL4985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4985
 DL4985.The ellipsoidal height was determined by GPS observations
 DL4985.and is referenced to NAD 83.
 DL4985
 DL4985.The dynamic height is computed by dividing the NAVD 88
 DL4985.geopotential number by the normal gravity value computed on the
 DL4985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4985.degrees latitude (g = 980.6199 gals.).
 DL4985
 DL4985.The modeled gravity was interpolated from observed gravity values.
 DL4985
 DL4985. The following values were computed from the NAD 83(2011) position.
 DL4985
 DL4985;                    North         East     Units Scale Factor Converg.
 DL4985;SPC MI S     -   242,718.297 4,028,872.225   MT  1.00000430   +0 14 37.3
 DL4985;SPC MI S     -   796,319.87 13,218,084.73   iFT  1.00000430   +0 14 37.3
 DL4985;UTM  16      - 4,841,178.207   741,106.625   MT  1.00031509   +2 04 01.6
 DL4985;UTM  17      - 4,841,228.299   257,509.531   MT  1.00032332   -2 04 44.4
 DL4985
 DL4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4985!SPC MI S     -   0.99997641  x   1.00000430  =   0.99998071
 DL4985!UTM  16      -   0.99997641  x   1.00031509  =   1.00029149
 DL4985!UTM  17      -   0.99997641  x   1.00032332  =   1.00029972
 DL4985
 DL4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4110641178(NAD 83)
 DL4985
 DL4985                          SUPERSEDED SURVEY CONTROL
 DL4985
 DL4985  NAD 83(2007)-  43 41 04.10304(N)    084 00 30.90416(W) AD(2002.00) B
 DL4985  ELLIP H (10/23/09)  150.455  (m)                       GP(2002.00) 3 1
 DL4985
 DL4985.Superseded values are not recommended for survey control.
 DL4985
 DL4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4985.See file dsdata.pdf to determine how the superseded data were derived.
 DL4985
 DL4985_MARKER: DD = SURVEY DISK
 DL4985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4985_STAMPING: 09620 2008
 DL4985_MARK LOGO: MIDT
 DL4985_PROJECTION: FLUSH
 DL4985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4985+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2020
 DL4985
 DL4985  HISTORY     - Date     Condition        Report By
 DL4985  HISTORY     - 20080719 MONUMENTED       COLEM
 DL4985  HISTORY     - 20141205 GOOD             INDIV
 DL4985  HISTORY     - 20200818 GOOD             MIDT
 DL4985
 DL4985                          STATION DESCRIPTION
 DL4985
 DL4985'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4985'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF CRUMP, 5.1
 DL4985'MI (8.2 KM) EAST-NORTHEAST OF WILLARD AND 4.0 MI (6.4 KM) NORTHWEST OF
 DL4985'KAWKAWLIN.
 DL4985'
 DL4985'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4985'HIGHWAY 23) WITH BEAVER ROAD (EXIT 168), LOCATED APPROXIMATELY 8 MI
 DL4985'(12.9 KM) NORTHWEST OF THE CITY OF BAY CITY, MI, GO EAST ON BEAVER
 DL4985'ROAD FOR 0.15 MI (0.2 KM) TO FRASER ROAD ON THE LEFT, TURN LEFT AND GO
 DL4985'NORTH ON FRASER ROAD FOR 1.0 MI (1.6 KM) TO SEIDLERS ROAD, CONTINUE
 DL4985'NORTH ON FRASER ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4985'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4985'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4985'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 400 FT
 DL4985'(121.9 M) SOUTH OF CENTER OF DRIVEWAY OPENING --1849--, 4.5 FT (1.4 M)
 DL4985'EAST OF EDGE OF PAVEMENT OF FRASER ROAD, AND 1 FT (0.3 M) WEST OF AN
 DL4985'ORANGE CARSONITE WITNESS POST.
 DL4985
 DL4985                          STATION RECOVERY (2014)
 DL4985
 DL4985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL4985'RECOVERED IN GOOD CONDITION.
 DL4985
 DL4985                          STATION RECOVERY (2020)
 DL4985
 DL4985'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4985'NEW ORANGE CARSONITE WITNESS POST PLACED 1 FT (0.3 M) EAST OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4986 ***********************************************************************
 DL4986  DESIGNATION -  09621
 DL4986  PID         -  DL4986
 DL4986  STATE/COUNTY-  MI/BAY
 DL4986  COUNTRY     -  US
 DL4986  USGS QUAD   -  PINCONNING (2017)
 DL4986
 DL4986                         *CURRENT SURVEY CONTROL
 DL4986  ______________________________________________________________________
 DL4986* NAD 83(1986) POSITION- 43 46 03.42   (N) 083 59 21.47   (W)   HD_HELD1
 DL4986* NAVD 88 ORTHO HEIGHT -   181.383 (meters)      595.09  (feet) ADJUSTED
 DL4986  ______________________________________________________________________
 DL4986  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 DL4986  DYNAMIC HEIGHT  -        181.350 (meters)      594.98  (feet) COMP
 DL4986  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 DL4986
 DL4986  VERT ORDER      -  FIRST     CLASS II
 DL4986
 DL4986.The horizontal coordinates were determined by differentially corrected
 DL4986.hand held GPS observations or other comparable positioning techniques
 DL4986.and have an estimated accuracy of +/- 3 meters.
 DL4986
 DL4986.The orthometric height was determined by differential leveling and
 DL4986.adjusted by the NATIONAL GEODETIC SURVEY
 DL4986.in October 2009.
 DL4986
 DL4986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4986.GEOID18 height accuracy estimate available here.
 DL4986
 DL4986.Click photographs - Photos may exist for this station.
 DL4986
 DL4986.The dynamic height is computed by dividing the NAVD 88
 DL4986.geopotential number by the normal gravity value computed on the
 DL4986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4986.degrees latitude (g = 980.6199 gals.).
 DL4986
 DL4986.The modeled gravity was interpolated from observed gravity values.
 DL4986
 DL4986;                    North         East    Units  Estimated Accuracy
 DL4986;SPC MI S     -   251,963.0   4,030,385.9     MT  (+/- 3 meters HH1 GPS) 
 DL4986
 DL4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ5939750406(NAD 83)
 DL4986
 DL4986                          SUPERSEDED SURVEY CONTROL
 DL4986
 DL4986.No superseded survey control is available for this station.
 DL4986
 DL4986_MARKER: DD = SURVEY DISK
 DL4986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4986_STAMPING: 09621 2008
 DL4986_MARK LOGO: MIDT
 DL4986_PROJECTION: FLUSH
 DL4986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4986+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4986
 DL4986  HISTORY     - Date     Condition        Report By
 DL4986  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4986
 DL4986                          STATION DESCRIPTION
 DL4986
 DL4986'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4986'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF
 DL4986'KAWKAWLIN, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF PINCONNING AND 5.0 MI
 DL4986'(8.0 KM) EAST OF CRUMP.
 DL4986'
 DL4986'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4986'HIGHWAY 23) WITH LINWOOD ROAD (EXIT 173), LOCATED APPROXIMATELY 12 MI
 DL4986'(19.3 KM) NORTHWEST OF THE CITY OF BAY CITY, MI, GO EAST ON LINWOOD
 DL4986'ROAD FOR 1.4 MI (2.3 KM) TO MACKINAW ROAD, TURN LEFT AND GO NORTH ON
 DL4986'MACKINAW ROAD FOR 2.0 MI (3.2 KM) TO PREVO ROAD AND THE STATION ON THE
 DL4986'LEFT.
 DL4986'
 DL4986'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4986'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4986'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4986'
 DL4986'THE STATION IS 390 FT (118.9 M) WEST OF THE JUNCTION OF PREVO ROAD
 DL4986'WITH MACKINAW ROAD, 7 FT (2.1 M) SOUTH OF EDGE OF PAVEMENT OF PREVO
 DL4986'ROAD, AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4987 ***********************************************************************
 DL4987  DESIGNATION -  09622
 DL4987  PID         -  DL4987
 DL4987  STATE/COUNTY-  MI/BAY
 DL4987  COUNTRY     -  US
 DL4987  USGS QUAD   -  CRUMP (2017)
 DL4987
 DL4987                         *CURRENT SURVEY CONTROL
 DL4987  ______________________________________________________________________
 DL4987* NAD 83(1986) POSITION- 43 46 55.69   (N) 084 01 43.10   (W)   HD_HELD1
 DL4987* NAVD 88 ORTHO HEIGHT -   188.481 (meters)      618.37  (feet) ADJUSTED
 DL4987  ______________________________________________________________________
 DL4987  GEOID HEIGHT    -        -34.713 (meters)                     GEOID18
 DL4987  DYNAMIC HEIGHT  -        188.446 (meters)      618.26  (feet) COMP
 DL4987  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 DL4987
 DL4987  VERT ORDER      -  FIRST     CLASS II
 DL4987
 DL4987.The horizontal coordinates were determined by differentially corrected
 DL4987.hand held GPS observations or other comparable positioning techniques
 DL4987.and have an estimated accuracy of +/- 3 meters.
 DL4987
 DL4987.The orthometric height was determined by differential leveling and
 DL4987.adjusted by the NATIONAL GEODETIC SURVEY
 DL4987.in October 2009.
 DL4987
 DL4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4987.GEOID18 height accuracy estimate available here.
 DL4987
 DL4987.Click photographs - Photos may exist for this station.
 DL4987
 DL4987.The dynamic height is computed by dividing the NAVD 88
 DL4987.geopotential number by the normal gravity value computed on the
 DL4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4987.degrees latitude (g = 980.6199 gals.).
 DL4987
 DL4987.The modeled gravity was interpolated from observed gravity values.
 DL4987
 DL4987;                    North         East    Units  Estimated Accuracy
 DL4987;SPC MI S     -   253,562.8   4,027,211.7     MT  (+/- 3 meters HH1 GPS) 
 DL4987
 DL4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3910051967(NAD 83)
 DL4987
 DL4987                          SUPERSEDED SURVEY CONTROL
 DL4987
 DL4987.No superseded survey control is available for this station.
 DL4987
 DL4987_MARKER: DD = SURVEY DISK
 DL4987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4987_STAMPING: 09622 2008
 DL4987_MARK LOGO: MIDT
 DL4987_PROJECTION: FLUSH
 DL4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4987+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4987
 DL4987  HISTORY     - Date     Condition        Report By
 DL4987  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4987
 DL4987                          STATION DESCRIPTION
 DL4987
 DL4987'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4987'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF MOUNT
 DL4987'FOREST, 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF PINCONNING AND 3.5 MI (5.6
 DL4987'KM) EAST-NORTHEAST OF CRUMP.
 DL4987'
 DL4987'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4987'HIGHWAY 23) WITH LINWOOD ROAD (EXIT 173), LOCATED APPROXIMATELY 12 MI
 DL4987'(19.3 KM) NORTHWEST OF THE CITY OF BAY CITY, MI, GO WEST ON LINWOOD
 DL4987'ROAD FOR 0.5 MI (0.8 KM) TO SEVEN MILE ROAD, TURN RIGHT AND GO NORTH
 DL4987'ON SEVEN MILE ROAD FOR 3 MI (4.8 KM) TO KITCHEN ROAD AND THE STATION
 DL4987'ON THE LEFT.
 DL4987'
 DL4987'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4987'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4987'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4987'
 DL4987'THE STATION IS 380 FT (115.8 M) WEST OF SEVEN MILE ROAD, 9.5 FT (2.9
 DL4987'M) SOUTH OF EDGE OF PAVEMENT OF KITCHEN ROAD, AND 3.3 FT (1.0 M) NORTH
 DL4987'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4988 ***********************************************************************
 DL4988  DESIGNATION -  09623
 DL4988  PID         -  DL4988
 DL4988  STATE/COUNTY-  MI/BAY
 DL4988  COUNTRY     -  US
 DL4988  USGS QUAD   -  CRUMP (2017)
 DL4988
 DL4988                         *CURRENT SURVEY CONTROL
 DL4988  ______________________________________________________________________
 DL4988* NAD 83(2011) POSITION- 43 48 20.92279(N) 084 01 34.61260(W)   ADJUSTED
 DL4988* NAD 83(2011) ELLIP HT-   152.419 (meters)        (06/27/12)   ADJUSTED
 DL4988* NAD 83(2011) EPOCH   -  2010.00
 DL4988* NAVD 88 ORTHO HEIGHT -   187.161 (meters)      614.04  (feet) ADJUSTED
 DL4988  ______________________________________________________________________
 DL4988  GEOID HEIGHT    -        -34.747 (meters)                     GEOID18
 DL4988  NAD 83(2011) X  -    479,830.217 (meters)                     COMP
 DL4988  NAD 83(2011) Y  - -4,585,511.701 (meters)                     COMP
 DL4988  NAD 83(2011) Z  -  4,392,651.053 (meters)                     COMP
 DL4988  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DL4988  DYNAMIC HEIGHT  -        187.127 (meters)      613.93  (feet) COMP
 DL4988  MODELED GRAVITY -    980,433.8   (mgal)                       NAVD 88
 DL4988
 DL4988  VERT ORDER      -  FIRST     CLASS II
 DL4988
 DL4988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4988  Standards:
 DL4988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4988  -------------------------------------------------------------------
 DL4988  NETWORK    0.32   0.53           0.15   0.10   0.27     -0.00946572
 DL4988  -------------------------------------------------------------------
 DL4988  Click here for local accuracies and other accuracy information.
 DL4988
 DL4988.The horizontal coordinates were established by GPS observations
 DL4988.and adjusted by the National Geodetic Survey in June 2012.
 DL4988
 DL4988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4988.been affixed to the stable North American tectonic plate. See 
 DL4988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4988
 DL4988.The horizontal coordinates are valid at the epoch date displayed above
 DL4988.which is a decimal equivalence of Year/Month/Day.
 DL4988
 DL4988.The orthometric height was determined by differential leveling and
 DL4988.adjusted by the NATIONAL GEODETIC SURVEY
 DL4988.in October 2009.
 DL4988
 DL4988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4988.GEOID18 height accuracy estimate available here.
 DL4988
 DL4988.Click photographs - Photos may exist for this station.
 DL4988
 DL4988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4988
 DL4988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4988
 DL4988.The ellipsoidal height was determined by GPS observations
 DL4988.and is referenced to NAD 83.
 DL4988
 DL4988.The dynamic height is computed by dividing the NAVD 88
 DL4988.geopotential number by the normal gravity value computed on the
 DL4988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4988.degrees latitude (g = 980.6199 gals.).
 DL4988
 DL4988.The modeled gravity was interpolated from observed gravity values.
 DL4988
 DL4988. The following values were computed from the NAD 83(2011) position.
 DL4988
 DL4988;                    North         East     Units Scale Factor Converg.
 DL4988;SPC MI S     -   256,194.164 4,027,390.819   MT  1.00003621   +0 13 53.9
 DL4988;SPC MI S     -   840,532.03 13,213,224.47   iFT  1.00003621   +0 13 53.9
 DL4988;UTM  16      - 4,854,603.926   739,196.109   MT  1.00030378   +2 03 33.9
 DL4988;UTM  17      - 4,854,757.313   256,575.766   MT  1.00032889   -2 05 45.1
 DL4988
 DL4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4988!SPC MI S     -   0.99997610  x   1.00003621  =   1.00001231
 DL4988!UTM  16      -   0.99997610  x   1.00030378  =   1.00027987
 DL4988!UTM  17      -   0.99997610  x   1.00032889  =   1.00030498
 DL4988
 DL4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3919654603(NAD 83)
 DL4988
 DL4988                          SUPERSEDED SURVEY CONTROL
 DL4988
 DL4988  NAD 83(2007)-  43 48 20.92285(N)    084 01 34.61320(W) AD(2002.00) B
 DL4988  ELLIP H (10/23/09)  152.451  (m)                       GP(2002.00) 3 1
 DL4988
 DL4988.Superseded values are not recommended for survey control.
 DL4988
 DL4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4988.See file dsdata.pdf to determine how the superseded data were derived.
 DL4988
 DL4988_MARKER: DD = SURVEY DISK
 DL4988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4988_SP_SET: BOX CULVERT
 DL4988_STAMPING: 09623 2008
 DL4988_MARK LOGO: MIDT
 DL4988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4988+STABILITY: SURFACE MOTION
 DL4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4988+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4988
 DL4988  HISTORY     - Date     Condition        Report By
 DL4988  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4988
 DL4988                          STATION DESCRIPTION
 DL4988
 DL4988'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4988'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF MOUNT
 DL4988'FOREST, 4.7 MI (7.6 KM) NORTHEAST OF CRUMP AND 4.5 MI (7.2 KM)
 DL4988'SOUTHWEST OF PINCONNING.
 DL4988'
 DL4988'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4988'HIGHWAY 23) WITH PINCONNING ROAD (EXIT 181), LOCATED APPROXIMATELY 9
 DL4988'MI (14.5 KM) SOUTHWEST OF THE CITY OF STANDISH, MI, GO WEST ON
 DL4988'PINCONNING ROAD FOR 0.25 MI (0.4 KM) TO SEVEN MILE ROAD, TURN LEFT AND
 DL4988'GO SOUTH ON SEVEN MILE ROAD FOR 3.0 MI (4.8 KM) TO NEWBERG ROAD,
 DL4988'CONTINUE SOUTH ON SEVEN MILE ROAD FOR 0.4 MI (0.6 KM) TO A BOX CULVERT
 DL4988'FOR JOHNSON DRAIN AND THE STATION ON THE LEFT.
 DL4988'
 DL4988'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4988'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTH ABUTMENT.
 DL4988'
 DL4988'THE STATION IS 7 FT (2.1 M) EAST OF EDGE OF PAVEMENT OF SEVEN MILE
 DL4988'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4989 ***********************************************************************
 DL4989  DESIGNATION -  09624
 DL4989  PID         -  DL4989
 DL4989  STATE/COUNTY-  MI/BAY
 DL4989  COUNTRY     -  US
 DL4989  USGS QUAD   -  CRUMP (2017)
 DL4989
 DL4989                         *CURRENT SURVEY CONTROL
 DL4989  ______________________________________________________________________
 DL4989* NAD 83(1986) POSITION- 43 49 52.74   (N) 084 01 33.62   (W)   HD_HELD1
 DL4989* NAVD 88 ORTHO HEIGHT -   187.777 (meters)      616.07  (feet) ADJUSTED
 DL4989  ______________________________________________________________________
 DL4989  GEOID HEIGHT    -        -34.782 (meters)                     GEOID18
 DL4989  DYNAMIC HEIGHT  -        187.744 (meters)      615.96  (feet) COMP
 DL4989  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 DL4989
 DL4989  VERT ORDER      -  FIRST     CLASS II
 DL4989
 DL4989.The horizontal coordinates were determined by differentially corrected
 DL4989.hand held GPS observations or other comparable positioning techniques
 DL4989.and have an estimated accuracy of +/- 3 meters.
 DL4989
 DL4989.The orthometric height was determined by differential leveling and
 DL4989.adjusted by the NATIONAL GEODETIC SURVEY
 DL4989.in October 2009.
 DL4989
 DL4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4989.GEOID18 height accuracy estimate available here.
 DL4989
 DL4989.Click photographs - Photos may exist for this station.
 DL4989
 DL4989.The dynamic height is computed by dividing the NAVD 88
 DL4989.geopotential number by the normal gravity value computed on the
 DL4989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4989.degrees latitude (g = 980.6199 gals.).
 DL4989
 DL4989.The modeled gravity was interpolated from observed gravity values.
 DL4989
 DL4989;                    North         East    Units  Estimated Accuracy
 DL4989;SPC MI S     -   259,028.1   4,027,401.5     MT  (+/- 3 meters HH1 GPS) 
 DL4989
 DL4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3911657437(NAD 83)
 DL4989
 DL4989                          SUPERSEDED SURVEY CONTROL
 DL4989
 DL4989.No superseded survey control is available for this station.
 DL4989
 DL4989_MARKER: DD = SURVEY DISK
 DL4989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4989_STAMPING: 09624 2008
 DL4989_MARK LOGO: MIDT
 DL4989_PROJECTION: FLUSH
 DL4989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4989+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4989
 DL4989  HISTORY     - Date     Condition        Report By
 DL4989  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4989
 DL4989                          STATION DESCRIPTION
 DL4989
 DL4989'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4989'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF
 DL4989'CRUMP, 5.9 MI (9.5 KM) SOUTHEAST OF MOUNT FOREST AND 3.4 MI (5.5 KM)
 DL4989'WEST-SOUTHWEST OF PINCONNING.
 DL4989'
 DL4989'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4989'HIGHWAY 23) WITH PINCONNING ROAD (EXIT 181), LOCATED APPROXIMATELY 9
 DL4989'MI (14.5 KM) SOUTHWEST OF THE CITY OF STANDISH, MI, GO WEST ON
 DL4989'PINCONNING ROAD FOR 0.25 MI (0.4 KM) TO SEVEN MILE ROAD, TURN LEFT AND
 DL4989'GO SOUTH ON SEVEN MILE ROAD FOR 1.0 MI (1.6 KM) TO NEUMANN ROAD,
 DL4989'CONTINUE SOUTH ON SEVEN MILE ROAD FOR 0.55 MI (0.9 KM) TO THE STATION
 DL4989'ON THE LEFT.
 DL4989'
 DL4989'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4989'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4989'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4989'
 DL4989'THE STATION IS 57 FT (17.4 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4989'OPENING --3201--, 18 FT (5.5 M) EAST OF EDGE OF PAVEMENT OF SEVEN MILE
 DL4989'ROAD, AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4990 ***********************************************************************
 DL4990  DESIGNATION -  09625
 DL4990  PID         -  DL4990
 DL4990  STATE/COUNTY-  MI/BAY
 DL4990  COUNTRY     -  US
 DL4990  USGS QUAD   -  CRUMP (2017)
 DL4990
 DL4990                         *CURRENT SURVEY CONTROL
 DL4990  ______________________________________________________________________
 DL4990* NAD 83(2011) POSITION- 43 52 06.74105(N) 084 01 30.20996(W)   ADJUSTED
 DL4990* NAD 83(2011) ELLIP HT-   156.907 (meters)        (06/27/12)   ADJUSTED
 DL4990* NAD 83(2011) EPOCH   -  2010.00
 DL4990* NAVD 88 ORTHO HEIGHT -   191.731 (meters)      629.04  (feet) ADJUSTED
 DL4990  ______________________________________________________________________
 DL4990  GEOID HEIGHT    -        -34.835 (meters)                     GEOID18
 DL4990  NAD 83(2011) X  -    479,425.937 (meters)                     COMP
 DL4990  NAD 83(2011) Y  - -4,580,703.581 (meters)                     COMP
 DL4990  NAD 83(2011) Z  -  4,397,681.511 (meters)                     COMP
 DL4990  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DL4990  DYNAMIC HEIGHT  -        191.697 (meters)      628.93  (feet) COMP
 DL4990  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 DL4990
 DL4990  VERT ORDER      -  FIRST     CLASS II
 DL4990
 DL4990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4990  Standards:
 DL4990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4990  -------------------------------------------------------------------
 DL4990  NETWORK    0.26   0.45           0.12   0.09   0.23      0.01640688
 DL4990  -------------------------------------------------------------------
 DL4990  Click here for local accuracies and other accuracy information.
 DL4990
 DL4990.The horizontal coordinates were established by GPS observations
 DL4990.and adjusted by the National Geodetic Survey in June 2012.
 DL4990
 DL4990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4990.been affixed to the stable North American tectonic plate. See 
 DL4990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4990
 DL4990.The horizontal coordinates are valid at the epoch date displayed above
 DL4990.which is a decimal equivalence of Year/Month/Day.
 DL4990
 DL4990.The orthometric height was determined by differential leveling and
 DL4990.adjusted by the NATIONAL GEODETIC SURVEY
 DL4990.in October 2009.
 DL4990
 DL4990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4990.GEOID18 height accuracy estimate available here.
 DL4990
 DL4990.Click photographs - Photos may exist for this station.
 DL4990
 DL4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4990
 DL4990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4990
 DL4990.The ellipsoidal height was determined by GPS observations
 DL4990.and is referenced to NAD 83.
 DL4990
 DL4990.The dynamic height is computed by dividing the NAVD 88
 DL4990.geopotential number by the normal gravity value computed on the
 DL4990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4990.degrees latitude (g = 980.6199 gals.).
 DL4990
 DL4990.The modeled gravity was interpolated from observed gravity values.
 DL4990
 DL4990. The following values were computed from the NAD 83(2011) position.
 DL4990
 DL4990;                    North         East     Units Scale Factor Converg.
 DL4990;SPC MI S     -   263,164.391 4,027,460.950   MT  1.00005448   +0 13 56.9
 DL4990;SPC MI S     -   863,400.23 13,213,454.56   iFT  1.00005448   +0 13 56.9
 DL4990;UTM  16      - 4,861,574.640   739,043.702   MT  1.00030288   +2 03 45.5
 DL4990;UTM  17      - 4,861,720.902   256,929.155   MT  1.00032676   -2 05 50.7
 DL4990
 DL4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4990!SPC MI S     -   0.99997540  x   1.00005448  =   1.00002988
 DL4990!UTM  16      -   0.99997540  x   1.00030288  =   1.00027827
 DL4990!UTM  17      -   0.99997540  x   1.00032676  =   1.00030215
 DL4990
 DL4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3904361574(NAD 83)
 DL4990
 DL4990                          SUPERSEDED SURVEY CONTROL
 DL4990
 DL4990  NAD 83(2007)-  43 52 06.74114(N)    084 01 30.21057(W) AD(2002.00) B
 DL4990  ELLIP H (10/19/09)  156.941  (m)                       GP(2002.00) 1 1
 DL4990
 DL4990.Superseded values are not recommended for survey control.
 DL4990
 DL4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4990.See file dsdata.pdf to determine how the superseded data were derived.
 DL4990
 DL4990_MARKER: DD = SURVEY DISK
 DL4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4990_STAMPING: 09625 2008
 DL4990_MARK LOGO: MIDT
 DL4990_PROJECTION: FLUSH
 DL4990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4990+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 DL4990
 DL4990  HISTORY     - Date     Condition        Report By
 DL4990  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4990  HISTORY     - 20200812 GOOD             MIDT
 DL4990
 DL4990                          STATION DESCRIPTION
 DL4990
 DL4990'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4990'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF BENTLEY,
 DL4990'4.6 MI (7.4 KM) EAST-SOUTHEAST OF MOUNT FOREST AND 3.2 MI (5.1 KM)
 DL4990'WEST-NORTHWEST OF PINCONNING.
 DL4990'
 DL4990'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4990'HIGHWAY 23) WITH PINCONNING ROAD (EXIT 181), LOCATED APPROXIMATELY 9
 DL4990'MI (14.5 KM) SOUTHWEST OF THE CITY OF STANDISH, MI, GO WEST ON
 DL4990'PINCONNING ROAD FOR 0.25 MI (0.4 KM) TO SEVEN MILE ROAD, TURN RIGHT
 DL4990'AND GO NORTH ON SEVEN MILE ROAD FOR 1.0 MI (1.6 KM) TO CODEY ESTEY
 DL4990'ROAD AND THE STATION ON THE RIGHT.
 DL4990'
 DL4990'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4990'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4990'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4990'
 DL4990'THE STATION IS 220 FT (67.1 M) EAST OF SEVEN MILE ROAD, 62 FT (18.9 M)
 DL4990'NORTH OF EDGE OF PAVEMENT OF CODY ESTEY ROAD, 5 FT (1.5 M) SOUTHEAST
 DL4990'OF THE WESTERN MOST METAL POST FOR A RIGHT-OF-WAY FENCE, AND 2 FT (0.6
 DL4990'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4990
 DL4990                          STATION RECOVERY (2020)
 DL4990
 DL4990'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4991 ***********************************************************************
 DL4991  DESIGNATION -  09626
 DL4991  PID         -  DL4991
 DL4991  STATE/COUNTY-  MI/BAY
 DL4991  COUNTRY     -  US
 DL4991  USGS QUAD   -  MOUNT FOREST (2017)
 DL4991
 DL4991                         *CURRENT SURVEY CONTROL
 DL4991  ______________________________________________________________________
 DL4991* NAD 83(1986) POSITION- 43 53 28.86   (N) 084 01 32.54   (W)   HD_HELD1
 DL4991* NAVD 88 ORTHO HEIGHT -   193.675 (meters)      635.42  (feet) ADJUSTED
 DL4991  ______________________________________________________________________
 DL4991  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 DL4991  DYNAMIC HEIGHT  -        193.640 (meters)      635.30  (feet) COMP
 DL4991  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DL4991
 DL4991  VERT ORDER      -  FIRST     CLASS II
 DL4991
 DL4991.The horizontal coordinates were determined by differentially corrected
 DL4991.hand held GPS observations or other comparable positioning techniques
 DL4991.and have an estimated accuracy of +/- 3 meters.
 DL4991
 DL4991.The orthometric height was determined by differential leveling and
 DL4991.adjusted by the NATIONAL GEODETIC SURVEY
 DL4991.in October 2009.
 DL4991
 DL4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4991.GEOID18 height accuracy estimate available here.
 DL4991
 DL4991.Click photographs - Photos may exist for this station.
 DL4991
 DL4991.The dynamic height is computed by dividing the NAVD 88
 DL4991.geopotential number by the normal gravity value computed on the
 DL4991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4991.degrees latitude (g = 980.6199 gals.).
 DL4991
 DL4991.The modeled gravity was interpolated from observed gravity values.
 DL4991
 DL4991;                    North         East    Units  Estimated Accuracy
 DL4991;SPC MI S     -   265,698.8   4,027,398.7     MT  (+/- 3 meters HH1 GPS) 
 DL4991
 DL4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3890064106(NAD 83)
 DL4991
 DL4991                          SUPERSEDED SURVEY CONTROL
 DL4991
 DL4991.No superseded survey control is available for this station.
 DL4991
 DL4991_MARKER: DD = SURVEY DISK
 DL4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4991_STAMPING: 09626 2008
 DL4991_MARK LOGO: MIDT
 DL4991_PROJECTION: FLUSH
 DL4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4991+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL4991
 DL4991  HISTORY     - Date     Condition        Report By
 DL4991  HISTORY     - 20080515 MONUMENTED       COLEM
 DL4991
 DL4991                          STATION DESCRIPTION
 DL4991
 DL4991'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4991'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF BENTLEY,
 DL4991'4.4 MI (7.1 KM) EAST OF MOUNT FOREST AND 4.0 MI (6.4 KM) NORTHWEST OF
 DL4991'PINCONNING.
 DL4991'
 DL4991'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4991'HIGHWAY 23) WITH PINCONNING ROAD (EXIT 181), LOCATED APPROXIMATELY 9
 DL4991'MI (14.5 KM) SOUTHWEST OF THE CITY OF STANDISH, MI, GO WEST ON
 DL4991'PINCONNING ROAD FOR 0.25 MI (0.4 KM) TO SEVEN MILE ROAD, TURN RIGHT
 DL4991'AND GO NORTH ON SEVEN MILE ROAD FOR 2.0 MI (3.2 KM) TO MOUNT FOREST
 DL4991'ROAD, CONTINUE NORTH ON SEVEN MILE ROAD FOR 0.6 MI (1.0 KM) TO THE
 DL4991'STATION ON THE RIGHT.
 DL4991'
 DL4991'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4991'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4991'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4991'
 DL4991'THE STATION IS 18 FT (5.5 M) EAST OF EDGE OF PAVEMENT OF SEVEN MILE
 DL4991'ROAD, AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0062 ***********************************************************************
 NF0062  DESIGNATION -  1
 NF0062  PID         -  NF0062
 NF0062  STATE/COUNTY-  MI/INGHAM
 NF0062  COUNTRY     -  US
 NF0062  USGS QUAD   -  EAST LANSING (2017)
 NF0062
 NF0062                         *CURRENT SURVEY CONTROL
 NF0062  ______________________________________________________________________
 NF0062* NAD 83(1986) POSITION- 42 44 00.7    (N) 084 29 12.4    (W)   HD_HELD2
 NF0062* NAVD 88 ORTHO HEIGHT -   259.98  (+/-2cm)      853.0   (feet) VERTCON3
 NF0062  ______________________________________________________________________
 NF0062  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 NF0062  VERT ORDER      -  ? (See Below)
 NF0062
 NF0062.The horizontal coordinates were established by autonomous hand held GPS
 NF0062.observations and have an estimated accuracy of +/- 10 meters.
 NF0062
 NF0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0062
 NF0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0062.GEOID18 height accuracy estimate available here.
 NF0062
 NF0062.The vertical order pertains to the NGVD 29 superseded value.
 NF0062
 NF0062.Click photographs - Photos may exist for this station.
 NF0062
 NF0062;                    North         East    Units  Estimated Accuracy
 NF0062;SPC MI S     -   137,024.    3,990,165.      MT  (+/- 10 meters HH2 GPS)
 NF0062
 NF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0573634287(NAD 83)
 NF0062
 NF0062                          SUPERSEDED SURVEY CONTROL
 NF0062
 NF0062  NGVD 29 (??/??/92)  260.111  (m)          853.38   (f) ADJ UNCH       
 NF0062
 NF0062.Superseded values are not recommended for survey control.
 NF0062
 NF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0062.See file dsdata.pdf to determine how the superseded data were derived.
 NF0062
 NF0062_MARKER: B = BOLT
 NF0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0062+STABILITY: SURFACE MOTION
 NF0062
 NF0062  HISTORY     - Date     Condition        Report By
 NF0062  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0062  HISTORY     - 1940     POOR             CGS
 NF0062  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0062
 NF0062                          STATION DESCRIPTION
 NF0062
 NF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0062'AT EAST LANSING.
 NF0062'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0062'CAMPUS, IN FRONT OF DEAN SHAWS RESIDENCE, AND 50 FEET SOUTH OF
 NF0062'A POINT 6 FEET WEST OF THE SOUTHEAST CORNER OF THE HOSUE.  A
 NF0062'BOLT, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 NF0062'MARK HAS HEAVED AND ITS ELEVATION IS NO LONGER ACCURATE.
 NF0062
 NF0062                          STATION RECOVERY (1978)
 NF0062
 NF0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0509 ***********************************************************************
 RJ0509  DESIGNATION -  1
 RJ0509  PID         -  RJ0509
 RJ0509  STATE/COUNTY-  MI/MACKINAC
 RJ0509  COUNTRY     -  US
 RJ0509  USGS QUAD   -  GOULD CITY (2017)
 RJ0509
 RJ0509                         *CURRENT SURVEY CONTROL
 RJ0509  ______________________________________________________________________
 RJ0509* NAD 83(1986) POSITION- 46 06 04.5    (N) 085 44 19.0    (W)   HD_HELD2
 RJ0509* NAVD 88 ORTHO HEIGHT -   231.044 (meters)      758.02  (feet) ADJUSTED
 RJ0509  ______________________________________________________________________
 RJ0509  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 RJ0509  DYNAMIC HEIGHT  -        231.056 (meters)      758.06  (feet) COMP
 RJ0509  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RJ0509
 RJ0509  VERT ORDER      -  FIRST     CLASS 0
 RJ0509
 RJ0509.The horizontal coordinates were established by autonomous hand held GPS
 RJ0509.observations and have an estimated accuracy of +/- 10 meters.
 RJ0509
 RJ0509.The orthometric height was determined by differential leveling and
 RJ0509.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0509.in June 1991.
 RJ0509
 RJ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0509.GEOID18 height accuracy estimate available here.
 RJ0509
 RJ0509.Click photographs - Photos may exist for this station.
 RJ0509
 RJ0509.The dynamic height is computed by dividing the NAVD 88
 RJ0509.geopotential number by the normal gravity value computed on the
 RJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0509.degrees latitude (g = 980.6199 gals.).
 RJ0509
 RJ0509.The modeled gravity was interpolated from observed gravity values.
 RJ0509
 RJ0509;                    North         East    Units  Estimated Accuracy
 RJ0509;SPC MI N     -   147,254.    8,097,520.      MT  (+/- 10 meters HH2 GPS)
 RJ0509
 RJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9749306070(NAD 83)
 RJ0509
 RJ0509                          SUPERSEDED SURVEY CONTROL
 RJ0509
 RJ0509  NGVD 29 (??/??/92)  231.081  (m)          758.14   (f) ADJ UNCH    1 0
 RJ0509
 RJ0509.Superseded values are not recommended for survey control.
 RJ0509
 RJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0509.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0509
 RJ0509_MARKER: DB = BENCH MARK DISK
 RJ0509_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0509+WITH SETTING: PAVEMENT
 RJ0509_SP_SET: SIGN BASE
 RJ0509_STAMPING: 1 GDS 1972
 RJ0509_MARK LOGO: USGS
 RJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0509+STABILITY: SURFACE MOTION
 RJ0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0509+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 RJ0509
 RJ0509  HISTORY     - Date     Condition        Report By
 RJ0509  HISTORY     - 1972     MONUMENTED       USGS
 RJ0509  HISTORY     - 1973     GOOD             NGS
 RJ0509  HISTORY     - 19950530 MARK NOT FOUND   USPSQD
 RJ0509  HISTORY     - 19950816 GOOD             USPSQD
 RJ0509  HISTORY     - 20010915 GOOD             JCLS
 RJ0509  HISTORY     - 20021030 GOOD             MIDT
 RJ0509  HISTORY     - 20040416 GOOD             USPSQD
 RJ0509  HISTORY     - 20060915 GOOD             USPSQD
 RJ0509  HISTORY     - 20130611 GOOD             MIDT
 RJ0509
 RJ0509                          STATION DESCRIPTION
 RJ0509
 RJ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RJ0509'2.4 MI NW FROM GOULD CITY.
 RJ0509'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0509'OFFICE AT GOULD CITY, THENCE 2 MILES WEST ALONG U.S. HIGHWAY
 RJ0509'2, 90 FEET NORTHWEST OF THE INTERSECTION OF COUNTY ROADS H 33
 RJ0509'AND 1133, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73
 RJ0509'FEET SOUTH OF THE SOUTHWEST CORNER OF RUDYS BAIT SHOP AND
 RJ0509'HARDWARE BUILDING, 67 1/2 FEET WEST OF THE CENTER LINE OF COUNTY
 RJ0509'ROAD H 33, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 RJ0509'2-BY-2-FOOT CONCRETE FOUNDATION FOR AN ABANDONED SERVICE STATION
 RJ0509'SIGN, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 8 INCHES ABOVE
 RJ0509'THE LEVEL OF THE GROUND AT THE HIGHEST POINT.  SEC 4, T 43 N,
 RJ0509'R 11 W.
 RJ0509
 RJ0509                          STATION RECOVERY (1995)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0509'MARK NOT FOUND.
 RJ0509
 RJ0509                          STATION RECOVERY (1995)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0509'RECOVERED IN GOOD CONDITION.
 RJ0509
 RJ0509                          STATION RECOVERY (2001)
 RJ0509
 RJ0509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RJ0509'RECOVERED AS DESCRIBED.
 RJ0509
 RJ0509                          STATION RECOVERY (2002)
 RJ0509
 RJ0509'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0509'RECOVERED AS DESCRIBED
 RJ0509
 RJ0509                          STATION RECOVERY (2004)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0509'RECOVERED IN GOOD CONDITION.
 RJ0509
 RJ0509                          STATION RECOVERY (2006)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0509'RECOVERED IN GOOD CONDITION.
 RJ0509
 RJ0509                          STATION RECOVERY (2013)
 RJ0509
 RJ0509'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 RJ0509'BUILDING TO THE NORTHWEST IS NOW FINDLAY'S COUNTRY CORNER AND IS NO
 RJ0509'LONGER OPEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0052 ***********************************************************************
 SG0052  DESIGNATION -  1
 SG0052  PID         -  SG0052
 SG0052  STATE/COUNTY-  MI/HOUGHTON
 SG0052  COUNTRY     -  US
 SG0052  USGS QUAD   -  CHASSELL (2017)
 SG0052
 SG0052                         *CURRENT SURVEY CONTROL
 SG0052  ______________________________________________________________________
 SG0052* NAD 83(1986) POSITION- 47 07 21.     (N) 088 34 00.     (W)   SCALED
 SG0052* NAVD 88 ORTHO HEIGHT -   185.288 (meters)      607.90  (feet) ADJUSTED
 SG0052  ______________________________________________________________________
 SG0052  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 SG0052  DYNAMIC HEIGHT  -        185.317 (meters)      607.99  (feet) COMP
 SG0052  MODELED GRAVITY -    980,763.7   (mgal)                       NAVD 88
 SG0052
 SG0052  VERT ORDER      -  FIRST     CLASS II
 SG0052
 SG0052.The horizontal coordinates were scaled from a map and have
 SG0052.an estimated accuracy of +/- 6 seconds.
 SG0052
 SG0052.The orthometric height was determined by differential leveling and
 SG0052.adjusted by the NATIONAL GEODETIC SURVEY
 SG0052.in June 1991.
 SG0052
 SG0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0052.GEOID18 height accuracy estimate available here.
 SG0052
 SG0052.Click photographs - Photos may exist for this station.
 SG0052
 SG0052.The dynamic height is computed by dividing the NAVD 88
 SG0052.geopotential number by the normal gravity value computed on the
 SG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0052.degrees latitude (g = 980.6199 gals.).
 SG0052
 SG0052.The modeled gravity was interpolated from observed gravity values.
 SG0052
 SG0052;                    North         East    Units  Estimated Accuracy
 SG0052;SPC MI N     -   261,170.    7,881,130.      MT  (+/- 180 meters Scaled)
 SG0052
 SG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT811199(NAD 83)
 SG0052
 SG0052                          SUPERSEDED SURVEY CONTROL
 SG0052
 SG0052  NGVD 29 (??/??/92)  185.300  (m)          607.94   (f) ADJ UNCH    1 2
 SG0052
 SG0052.Superseded values are not recommended for survey control.
 SG0052
 SG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0052.See file dsdata.pdf to determine how the superseded data were derived.
 SG0052
 SG0052_MARKER: B = BOLT
 SG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0052_SP_SET: FOUNDATION
 SG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0052
 SG0052  HISTORY     - Date     Condition        Report By
 SG0052  HISTORY     - UNK      MONUMENTED       USACE
 SG0052  HISTORY     - 1948     GOOD             CGS
 SG0052  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0052
 SG0052                          STATION DESCRIPTION
 SG0052
 SG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0052'AT HOUGHTON.
 SG0052'AT HOUGHTON, 68 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE
 SG0052'NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 SG0052'STATION BUILDING, SET VERTICALLY IN THE EAST FACE OF THE ROCK
 SG0052'FOUNDATION OF A BRICK BUILDING ACROSS NORTH-SOUTH STREET FROM
 SG0052'RAILWAY STATION, 27 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK
 SG0052'AND 1/2 FOOT ABOVE THE SIDE WALK.  BOLT PROTRUDES ABOUT 1/2 INCH
 SG0052'OUT OF WALL.
 SG0052
 SG0052                          STATION RECOVERY (1996)
 SG0052
 SG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0052'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0669 ***********************************************************************
 NF0669  DESIGNATION -  1
 NF0669  PID         -  NF0669
 NF0669  STATE/COUNTY-  MI/KENT
 NF0669  COUNTRY     -  US
 NF0669  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0669
 NF0669                         *CURRENT SURVEY CONTROL
 NF0669  ______________________________________________________________________
 NF0669* NAD 83(1986) POSITION- 42 57 48.     (N) 085 40 00.     (W)   SCALED
 NF0669* NAVD 88 ORTHO HEIGHT -   196.546 (meters)      644.83  (feet) ADJUSTED
 NF0669  ______________________________________________________________________
 NF0669  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 NF0669  DYNAMIC HEIGHT  -        196.496 (meters)      644.67  (feet) COMP
 NF0669  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 NF0669
 NF0669  VERT ORDER      -  SECOND    CLASS 0
 NF0669
 NF0669.The horizontal coordinates were scaled from a map and have
 NF0669.an estimated accuracy of +/- 6 seconds.
 NF0669
 NF0669.The orthometric height was determined by differential leveling and
 NF0669.adjusted by the NATIONAL GEODETIC SURVEY
 NF0669.in June 1991.
 NF0669
 NF0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0669.GEOID18 height accuracy estimate available here.
 NF0669
 NF0669.Click photographs - Photos may exist for this station.
 NF0669
 NF0669.The dynamic height is computed by dividing the NAVD 88
 NF0669.geopotential number by the normal gravity value computed on the
 NF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0669.degrees latitude (g = 980.6199 gals.).
 NF0669
 NF0669.The modeled gravity was interpolated from observed gravity values.
 NF0669
 NF0669;                    North         East    Units  Estimated Accuracy
 NF0669;SPC MI S     -   163,360.    3,893,950.      MT  (+/- 180 meters Scaled)
 NF0669
 NF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN087576(NAD 83)
 NF0669
 NF0669                          SUPERSEDED SURVEY CONTROL
 NF0669
 NF0669  NGVD 29 (??/??/92)  196.687  (m)          645.30   (f) ADJ UNCH    2 0
 NF0669
 NF0669.Superseded values are not recommended for survey control.
 NF0669
 NF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0669.See file dsdata.pdf to determine how the superseded data were derived.
 NF0669
 NF0669_MARKER: DD = SURVEY DISK
 NF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0669_STAMPING: 1
 NF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0669+STABILITY: SURFACE MOTION
 NF0669
 NF0669  HISTORY     - Date     Condition        Report By
 NF0669  HISTORY     - UNK      MONUMENTED       MI2010
 NF0669  HISTORY     - 1948     GOOD             CGS
 NF0669  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0669  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0669
 NF0669                          STATION DESCRIPTION
 NF0669
 NF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0669'AT GRAND RAPIDS.
 NF0669'AT GRAND RAPIDS, OPPSITE THE HEROLD BUILDING, AT MONUMENT SQUARE,
 NF0669'IN A GRASS PLAT, 18 1/2 FEET SOUTH OF THE SOUTH CURB OF MONROE
 NF0669'STREET, 12 1/2 FEET NORTH OF THE NORTH CURB OF FULTON STREET,
 NF0669'51 FEET EAST OF THE CIVIL WAR MONUMENT, 15.3 FEET EAST OF A
 NF0669'FLAG POLE, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 NF0669'WITH THE GROUND.
 NF0669
 NF0669                          STATION RECOVERY (1983)
 NF0669
 NF0669'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0669'MARK NOT FOUND.
 NF0669
 NF0669                          STATION RECOVERY (2001)
 NF0669
 NF0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5812 ***********************************************************************
 AC5812  DESIGNATION -  1
 AC5812  PID         -  AC5812
 AC5812  STATE/COUNTY-  MI/KEWEENAW
 AC5812  COUNTRY     -  US
 AC5812  USGS QUAD   -  LAKE MEDORA (2017)
 AC5812
 AC5812                         *CURRENT SURVEY CONTROL
 AC5812  ______________________________________________________________________
 AC5812* NAD 83(1986) POSITION- 47 22 34.99   (N) 087 57 54.46   (W)   HD_HELD1
 AC5812* NAVD 88 ORTHO HEIGHT -   185.902 (meters)      609.91  (feet) ADJUSTED
 AC5812  ______________________________________________________________________
 AC5812  GEOID HEIGHT    -        -35.500 (meters)                     GEOID18
 AC5812  DYNAMIC HEIGHT  -        185.930 (meters)      610.01  (feet) COMP
 AC5812  MODELED GRAVITY -    980,756.1   (mgal)                       NAVD 88
 AC5812
 AC5812  VERT ORDER      -  SECOND    CLASS I
 AC5812
 AC5812.The horizontal coordinates were determined by differentially corrected
 AC5812.hand held GPS observations or other comparable positioning techniques
 AC5812.and have an estimated accuracy of +/- 3 meters.
 AC5812
 AC5812.The orthometric height was determined by differential leveling and
 AC5812.adjusted by the NATIONAL GEODETIC SURVEY
 AC5812.in March 1997.
 AC5812
 AC5812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5812.GEOID18 height accuracy estimate available here.
 AC5812
 AC5812.Click photographs - Photos may exist for this station.
 AC5812
 AC5812.The dynamic height is computed by dividing the NAVD 88
 AC5812.geopotential number by the normal gravity value computed on the
 AC5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5812.degrees latitude (g = 980.6199 gals.).
 AC5812
 AC5812.The modeled gravity was interpolated from observed gravity values.
 AC5812
 AC5812;                    North         East    Units  Estimated Accuracy
 AC5812;SPC MI N     -   288,667.3   7,927,108.9     MT  (+/- 3 meters HH1 GPS) 
 AC5812
 AC5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2714247443(NAD 83)
 AC5812
 AC5812                          SUPERSEDED SURVEY CONTROL
 AC5812
 AC5812.No superseded survey control is available for this station.
 AC5812
 AC5812_MARKER: DD = SURVEY DISK
 AC5812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5812_STAMPING: 1
 AC5812_MARK LOGO: USACE
 AC5812_PROJECTION: PROJECTING 30 CENTIMETERS
 AC5812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5812+STABILITY: SURFACE MOTION
 AC5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5812+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 AC5812
 AC5812  HISTORY     - Date     Condition        Report By
 AC5812  HISTORY     - UNK      MONUMENTED       USACE
 AC5812  HISTORY     - 19960717 GOOD             NGS
 AC5812  HISTORY     - 20171010 GOOD             WHG
 AC5812
 AC5812                          STATION DESCRIPTION
 AC5812
 AC5812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5812'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5812'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.3 KM (8.25 MI) SOUTHEASTERLY
 AC5812'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 109.0 M (357.6 FT) EAST OF THE
 AC5812'ROAD CENTER, 32.0 M (105.0 FT) NORTH OF A NEW WELL SITE, 0.3 M (1.0
 AC5812'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 AC5812'ABOVE THE GROUND SURFACE.
 AC5812
 AC5812                          STATION RECOVERY (2017)
 AC5812
 AC5812'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 AC5812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI1018 ***********************************************************************
 AI1018  DESIGNATION -  1
 AI1018  PID         -  AI1018
 AI1018  STATE/COUNTY-  MI/CHARLEVOIX
 AI1018  COUNTRY     -  US
 AI1018  USGS QUAD   -  IRONTON (2017)
 AI1018
 AI1018                         *CURRENT SURVEY CONTROL
 AI1018  ______________________________________________________________________
 AI1018* NAD 83(2011) POSITION- 45 18 10.60597(N) 085 14 58.08129(W)   ADJUSTED
 AI1018* NAD 83(2011) ELLIP HT-   146.789 (meters)        (06/27/12)   ADJUSTED
 AI1018* NAD 83(2011) EPOCH   -  2010.00
 AI1018* NAVD 88 ORTHO HEIGHT -   181.9   (meters)      597.    (feet) GPS OBS
 AI1018  ______________________________________________________________________
 AI1018  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1018  GEOID HEIGHT    -        -35.030 (meters)                     GEOID96
 AI1018  GEOID HEIGHT    -        -35.129 (meters)                     GEOID18
 AI1018  NAD 83(2011) X  -    372,167.214 (meters)                     COMP
 AI1018  NAD 83(2011) Y  - -4,478,387.051 (meters)                     COMP
 AI1018  NAD 83(2011) Z  -  4,511,196.457 (meters)                     COMP
 AI1018  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AI1018
 AI1018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1018  Standards:
 AI1018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1018  -------------------------------------------------------------------
 AI1018  NETWORK    0.81   0.82           0.38   0.25   0.42      0.01550464
 AI1018  -------------------------------------------------------------------
 AI1018  Click here for local accuracies and other accuracy information.
 AI1018
 AI1018.The horizontal coordinates were established by GPS observations
 AI1018.and adjusted by the National Geodetic Survey in June 2012.
 AI1018
 AI1018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1018.been affixed to the stable North American tectonic plate. See 
 AI1018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1018
 AI1018.The horizontal coordinates are valid at the epoch date displayed above
 AI1018.which is a decimal equivalence of Year/Month/Day.
 AI1018
 AI1018.The orthometric height was determined by GPS observations and a
 AI1018.high-resolution geoid model.
 AI1018
 AI1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1018.GEOID18 height accuracy estimate available here.
 AI1018
 AI1018.Click photographs - Photos may exist for this station.
 AI1018
 AI1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1018
 AI1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1018
 AI1018.The ellipsoidal height was determined by GPS observations
 AI1018.and is referenced to NAD 83.
 AI1018
 AI1018. The following values were computed from the NAD 83(2011) position.
 AI1018
 AI1018;                    North         East     Units Scale Factor Converg.
 AI1018;SPC MI C     -   221,093.783 5,930,767.812   MT  0.99993237   -0 37 25.0
 AI1018;SPC MI C     -   725,373.30 19,457,899.65   iFT  0.99993237   -0 37 25.0
 AI1018;UTM  16      - 5,018,095.275   637,239.596   MT  0.99983158   +1 14 40.3
 AI1018
 AI1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1018!SPC MI C     -   0.99997699  x   0.99993237  =   0.99990936
 AI1018!UTM  16      -   0.99997699  x   0.99983158  =   0.99980857
 AI1018
 AI1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3723918095(NAD 83)
 AI1018
 AI1018                          SUPERSEDED SURVEY CONTROL
 AI1018
 AI1018  NAD 83(2007)-  45 18 10.60617(N)    085 14 58.08239(W) AD(2002.00) 0
 AI1018  ELLIP H (02/10/07)  146.828  (m)                       GP(2002.00)    
 AI1018  ELLIP H (07/12/02)  146.841  (m)                       GP(       ) 4 1
 AI1018  NAD 83(1994)-  45 18 10.60563(N)    085 14 58.08241(W) AD(       ) 1
 AI1018  ELLIP H (08/16/99)  146.840  (m)                       GP(       ) 3 2
 AI1018
 AI1018.Superseded values are not recommended for survey control.
 AI1018
 AI1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1018.See file dsdata.pdf to determine how the superseded data were derived.
 AI1018
 AI1018_MARKER: DD = SURVEY DISK
 AI1018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1018_STAMPING: 1-1998
 AI1018_MARK LOGO: WADTRI
 AI1018_PROJECTION: RECESSED 5 CENTIMETERS
 AI1018_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1018+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1018_ROD/PIPE-DEPTH: 10 meters
 AI1018_SLEEVE-DEPTH  : 10 meters
 AI1018
 AI1018  HISTORY     - Date     Condition        Report By
 AI1018  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1018
 AI1018                          STATION DESCRIPTION
 AI1018
 AI1018'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1018'DESCRIBED BY WADE-TRIM INC.  1998 FROM DRAWBRIDGE IN THE TOWN OF
 AI1018'CHARLEVOIX, 1.10 MILES (1.77 KM) SOUTH ON HIGHWAY 31 TO THE JUNCTION
 AI1018'OF HIGHWAY 31 AND M-36.  THEN SOUTHEAST ON M-66, 0.10 MILES (0.16 KM)
 AI1018'TO STOVER ROAD.  THEN EAST ON STOVER ROAD 0.40 MILES (0.64 KM) TO
 AI1018'FERRY AVE., THEN NORTH .05 MILES (0.08 KM) ON FERRY AVE.  TO STATION
 AI1018'ON RIGHT (EAST) OF CENTERLINE FERRY AVE, 81.80, 74.49 NW OF SW
 AI1018'BASKETBALL POST.  113.30 NW OF NW CORNER PUBLIC REST., 76.10 SE OF
 AI1018'FACE OF 2ND LAMP POST NORTH OF STOVER ROAD ON EAST SIDE OF FERRY AVE.
 AI1018'ALUM ROD WITH DISK DRIVEN TO POINT OF REFUSAL IN NGS BOX, STAMPED
 AI1018'NO.1-1998
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6774 ***********************************************************************
 AA6774  DESIGNATION -  1 1
 AA6774  PID         -  AA6774
 AA6774  STATE/COUNTY-  MI/WAYNE
 AA6774  COUNTRY     -  US
 AA6774  USGS QUAD   -  SALEM (2017)
 AA6774
 AA6774                         *CURRENT SURVEY CONTROL
 AA6774  ______________________________________________________________________
 AA6774* NAD 83(2011) POSITION- 42 25 57.47612(N) 083 30 44.63488(W)   ADJUSTED
 AA6774* NAD 83(2011) ELLIP HT-   249.208 (meters)        (06/27/12)   ADJUSTED
 AA6774* NAD 83(2011) EPOCH   -  2010.00
 AA6774* NAVD 88 ORTHO HEIGHT -   283.0   (meters)      928.    (feet) GPS OBS
 AA6774  ______________________________________________________________________
 AA6774  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6774  GEOID HEIGHT    -         -33.71 (meters)                     GEOID93
 AA6774  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 AA6774  NAD 83(2011) X  -    532,727.284 (meters)                     COMP
 AA6774  NAD 83(2011) Y  - -4,684,700.213 (meters)                     COMP
 AA6774  NAD 83(2011) Z  -  4,281,362.588 (meters)                     COMP
 AA6774  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 AA6774
 AA6774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6774  Standards:
 AA6774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6774  -------------------------------------------------------------------
 AA6774  NETWORK    0.64   0.69           0.28   0.24   0.35      0.07460025
 AA6774  -------------------------------------------------------------------
 AA6774  Click here for local accuracies and other accuracy information.
 AA6774
 AA6774.The horizontal coordinates were established by GPS observations
 AA6774.and adjusted by the National Geodetic Survey in June 2012.
 AA6774
 AA6774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6774.been affixed to the stable North American tectonic plate. See 
 AA6774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6774
 AA6774.The horizontal coordinates are valid at the epoch date displayed above
 AA6774.which is a decimal equivalence of Year/Month/Day.
 AA6774
 AA6774.The orthometric height was determined by GPS observations and a
 AA6774.high-resolution geoid model.
 AA6774
 AA6774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6774.GEOID18 height accuracy estimate available here.
 AA6774
 AA6774.Click photographs - Photos may exist for this station.
 AA6774
 AA6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6774
 AA6774.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6774
 AA6774.The ellipsoidal height was determined by GPS observations
 AA6774.and is referenced to NAD 83.
 AA6774
 AA6774. The following values were computed from the NAD 83(2011) position.
 AA6774
 AA6774;                    North         East     Units Scale Factor Converg.
 AA6774;SPC MI S     -   103,951.201 4,070,289.749   MT  0.99993786   +0 34 52.9
 AA6774;SPC MI S     -   341,047.25 13,353,968.99   iFT  0.99993786   +0 34 52.9
 AA6774;UTM  17      - 4,700,870.917   293,338.425   MT  1.00012551   -1 41 44.8
 AA6774
 AA6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6774!SPC MI S     -   0.99996092  x   0.99993786  =   0.99989878
 AA6774!UTM  17      -   0.99996092  x   1.00012551  =   1.00008642
 AA6774
 AA6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9333800870(NAD 83)
 AA6774
 AA6774                          SUPERSEDED SURVEY CONTROL
 AA6774
 AA6774  NAD 83(2007)-  42 25 57.47621(N)    083 30 44.63573(W) AD(2002.00) 0
 AA6774  ELLIP H (02/10/07)  249.203  (m)                       GP(2002.00)    
 AA6774  ELLIP H (07/12/02)  249.224  (m)                       GP(       ) 4 1
 AA6774  NAD 83(1994)-  42 25 57.47616(N)    083 30 44.63522(W) AD(       ) 1
 AA6774  ELLIP H (02/03/97)  249.290  (m)                       GP(       ) 4 1
 AA6774  NAD 83(1986)-  42 25 57.48011(N)    083 30 44.66344(W) AD(       ) 1
 AA6774
 AA6774.Superseded values are not recommended for survey control.
 AA6774
 AA6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6774.See file dsdata.pdf to determine how the superseded data were derived.
 AA6774
 AA6774_STAMPING: 1-1 1994
 AA6774_MARK LOGO: MI-163
 AA6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6774+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6774
 AA6774  HISTORY     - Date     Condition        Report By
 AA6774  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6774  HISTORY     - 20181101 MARK NOT FOUND   APSC
 AA6774
 AA6774                          STATION DESCRIPTION
 AA6774
 AA6774'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6774'STATION IS LOCATED APPROXIMATELY 2.0 MILESWEST OF NORTHVILLE, MICHIGAN
 AA6774'AND APPROXIMATELY 1/2 MILE NORTH OF THE INTERSECTION OF BECK ROAD AND
 AA6774'SEVEN MILE ROAD IN NORTHVILLE TOWNSHIP. TO REACH FROM THE INTERSECTION
 AA6774'OF INTERSTATE I-96 AND BECK ROAD (EXIT 160) PROCEED SOUTH FROM THE
 AA6774'INTERSECTION 5.3 MILES ON BECK ROAD TO THE 'MAYBURY STATE PARK
 AA6774'HEADQUARTERS' DRIVEWAY AND THE STATION ON THE RIGHT. THE STATION IS A
 AA6774'BRASS 'WAYNE COUNTY REMONUMENTATION' CAP SET IN A CONCRETE MONUMENT 12
 AA6774'INCHES IN DIAMETER AND SET FLUSH WITH GROUND. THE CENTERLINE OF BECK
 AA6774'ROAD IS N 90 E, 23.40 FEET,  THE CENTERLINE OF THE CONCRETE DRIVEWAY
 AA6774'IS S 0 W, 27.0 FEET,  A CATCH BASIN IS N 20 E, 40.8 FEET AND A HYDRANT
 AA6774'IS S 20 W, 56.58 FEET.
 AA6774
 AA6774                          STATION RECOVERY (2018)
 AA6774
 AA6774'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 AA6774'WAYNE COUNTY REMONUMENTATION CAP IS MISSING.  TOP 0.4 FT (12 CM) OF
 AA6774'CONCRETE OF THE MONUMENT IS MISSING.  MEASURED WITHIN 0.05 FT (2 CM)
 AA6774'HORIZONTALLY TO THE TOP OF THE EXPOSED REBAR FOR THE CONCRETE
 AA6774'MONUMENT.  THERE IS ANOTHER REBAR 0.2 FT (6 CM) SOUTH OF THE REBAR FOR
 AA6774'THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6765 ***********************************************************************
 AA6765  DESIGNATION -  1 2
 AA6765  PID         -  AA6765
 AA6765  STATE/COUNTY-  MI/WAYNE
 AA6765  COUNTRY     -  US
 AA6765  USGS QUAD   -  SALEM (2017)
 AA6765
 AA6765                         *CURRENT SURVEY CONTROL
 AA6765  ______________________________________________________________________
 AA6765* NAD 83(2011) POSITION- 42 25 22.13976(N) 083 30 42.87990(W)   ADJUSTED
 AA6765* NAD 83(2011) ELLIP HT-   229.948 (meters)        (06/27/12)   ADJUSTED
 AA6765* NAD 83(2011) EPOCH   -  2010.00
 AA6765* NAVD 88 ORTHO HEIGHT -   263.8   (meters)      865.    (feet) GPS OBS
 AA6765  ______________________________________________________________________
 AA6765  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6765  GEOID HEIGHT    -         -33.73 (meters)                     GEOID93
 AA6765  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 AA6765  NAD 83(2011) X  -    532,848.661 (meters)                     COMP
 AA6765  NAD 83(2011) Y  - -4,685,412.478 (meters)                     COMP
 AA6765  NAD 83(2011) Z  -  4,280,544.754 (meters)                     COMP
 AA6765  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 AA6765
 AA6765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6765  Standards:
 AA6765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6765  -------------------------------------------------------------------
 AA6765  NETWORK    0.63   0.67           0.27   0.24   0.34      0.09566466
 AA6765  -------------------------------------------------------------------
 AA6765  Click here for local accuracies and other accuracy information.
 AA6765
 AA6765.The horizontal coordinates were established by GPS observations
 AA6765.and adjusted by the National Geodetic Survey in June 2012.
 AA6765
 AA6765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6765.been affixed to the stable North American tectonic plate. See 
 AA6765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6765
 AA6765.The horizontal coordinates are valid at the epoch date displayed above
 AA6765.which is a decimal equivalence of Year/Month/Day.
 AA6765
 AA6765.The orthometric height was determined by GPS observations and a
 AA6765.high-resolution geoid model.
 AA6765
 AA6765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6765.GEOID18 height accuracy estimate available here.
 AA6765
 AA6765.Click photographs - Photos may exist for this station.
 AA6765
 AA6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6765
 AA6765.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6765
 AA6765.The ellipsoidal height was determined by GPS observations
 AA6765.and is referenced to NAD 83.
 AA6765
 AA6765. The following values were computed from the NAD 83(2011) position.
 AA6765
 AA6765;                    North         East     Units Scale Factor Converg.
 AA6765;SPC MI S     -   102,861.393 4,070,340.928   MT  0.99993921   +0 34 54.1
 AA6765;SPC MI S     -   337,471.76 13,354,136.90   iFT  0.99993921   +0 34 54.1
 AA6765;UTM  17      - 4,699,779.732   293,346.267   MT  1.00012547   -1 41 42.4
 AA6765
 AA6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6765!SPC MI S     -   0.99996394  x   0.99993921  =   0.99990315
 AA6765!UTM  17      -   0.99996394  x   1.00012547  =   1.00008940
 AA6765
 AA6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9334699779(NAD 83)
 AA6765
 AA6765                          SUPERSEDED SURVEY CONTROL
 AA6765
 AA6765  NAD 83(2007)-  42 25 22.13986(N)    083 30 42.88074(W) AD(2002.00) 0
 AA6765  ELLIP H (02/10/07)  229.944  (m)                       GP(2002.00)    
 AA6765  ELLIP H (07/12/02)  229.964  (m)                       GP(       ) 4 1
 AA6765  NAD 83(1994)-  42 25 22.13981(N)    083 30 42.88023(W) AD(       ) 1
 AA6765  ELLIP H (02/03/97)  230.031  (m)                       GP(       ) 4 1
 AA6765  NAD 83(1986)-  42 25 22.14372(N)    083 30 42.90844(W) AD(       ) 1
 AA6765
 AA6765.Superseded values are not recommended for survey control.
 AA6765
 AA6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6765.See file dsdata.pdf to determine how the superseded data were derived.
 AA6765
 AA6765_STAMPING: 1-2 1994
 AA6765_MARK LOGO: MI-163
 AA6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6765+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6765
 AA6765  HISTORY     - Date     Condition        Report By
 AA6765  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6765  HISTORY     - 20181101 MARK NOT FOUND   APSC
 AA6765
 AA6765                          STATION DESCRIPTION
 AA6765
 AA6765'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6765'STATION IS LOCATED APPROXIMATELY 2.0 MILESWEST OF NORTHVILLE, MICHIGAN
 AA6765'AT THE INTERSECTION OF BECK ROAD AND SEVEN MILE ROAD IN NORTHVILLE
 AA6765'TOWNSHIP. TO REACH FROM THE INTERSECTION OF INTERSTATE I-96 AND BECK
 AA6765'ROAD (EXIT 160) PROCEED SOUTH FROM THE INTERSECTION 5.95 MILESON BECK
 AA6765'ROAD TO SEVEN MILE ROAD AND THE MONUMENT ON THE RIGHT. THE STATION IS
 AA6765'A BRASS 'WAYNE COUNTY REMONUMENTATION' CAP SET IN A CONCRETE MONUMENT
 AA6765'12 INCHES IN DIAMETER.  THE CENTERLINE OF BECK ROAD IS N 90 E, 37
 AA6765'FEET,  THE CENTERLINE OF SEVEN MILE ROAD IS N 0 W, 126.50 FEET,  A
 AA6765'POWER POLE IS S 5 E, 58.83 FEETAND A 12 INCH ELM IS S 80 E, 76.71
 AA6765'FEET.
 AA6765
 AA6765                          STATION RECOVERY (2018)
 AA6765
 AA6765'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 AA6765'GAS STATION INGRESS/EGRESS HAS BEEN CONSTRUCTED AT THE LOCATION OF THE
 AA6765'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0866 ***********************************************************************
 NE0866  DESIGNATION -  1 253 A
 NE0866  PID         -  NE0866
 NE0866  STATE/COUNTY-  MI/WAYNE
 NE0866  COUNTRY     -  US
 NE0866  USGS QUAD   -  DETROIT (2017)
 NE0866
 NE0866                         *CURRENT SURVEY CONTROL
 NE0866  ______________________________________________________________________
 NE0866* NAD 83(1986) POSITION- 42 17 24.     (N) 083 07 07.     (W)   SCALED
 NE0866* NAVD 88 ORTHO HEIGHT -   178.797 (meters)      586.60  (feet) ADJUSTED
 NE0866  ______________________________________________________________________
 NE0866  GEOID HEIGHT    -        -34.549 (meters)                     GEOID18
 NE0866  DYNAMIC HEIGHT  -        178.743 (meters)      586.43  (feet) COMP
 NE0866  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 NE0866
 NE0866  VERT ORDER      -  FIRST     CLASS II
 NE0866
 NE0866.The horizontal coordinates were scaled from a map and have
 NE0866.an estimated accuracy of +/- 6 seconds.
 NE0866
 NE0866.The orthometric height was determined by differential leveling and
 NE0866.adjusted by the NATIONAL GEODETIC SURVEY
 NE0866.in June 1991.
 NE0866
 NE0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0866.GEOID18 height accuracy estimate available here.
 NE0866
 NE0866.Click photographs - Photos may exist for this station.
 NE0866
 NE0866.The dynamic height is computed by dividing the NAVD 88
 NE0866.geopotential number by the normal gravity value computed on the
 NE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0866.degrees latitude (g = 980.6199 gals.).
 NE0866
 NE0866.The modeled gravity was interpolated from observed gravity values.
 NE0866
 NE0866;                    North         East    Units  Estimated Accuracy
 NE0866;SPC MI S     -    88,520.    4,102,920.      MT  (+/- 180 meters Scaled)
 NE0866
 NE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG253841(NAD 83)
 NE0866
 NE0866                          SUPERSEDED SURVEY CONTROL
 NE0866
 NE0866  NGVD 29 (11/26/84)  178.970  (m)          587.17   (f) ADJUSTED    1 2
 NE0866
 NE0866.Superseded values are not recommended for survey control.
 NE0866
 NE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0866.See file dsdata.pdf to determine how the superseded data were derived.
 NE0866
 NE0866_MARKER: DD = SURVEY DISK
 NE0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0866_STAMPING: 1.253 A
 NE0866_MARK LOGO: MI1260
 NE0866_PROJECTION: PROJECTING
 NE0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0866+STABILITY: SURFACE MOTION
 NE0866
 NE0866  HISTORY     - Date     Condition        Report By
 NE0866  HISTORY     - UNK      MONUMENTED       MI1260
 NE0866  HISTORY     - 1980     GOOD             NGS
 NE0866
 NE0866                          STATION DESCRIPTION
 NE0866
 NE0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0866'IN DETROIT.
 NE0866'IN DETROIT, AT JEFFERSON AVENUE AND WHITE STREET WHICK IS CLOSED
 NE0866'AS THE CITY SEWAGE HAS FENCED THE ROAD AND ACROSS THE AVENUE FROM
 NE0866'RAILROAD TRACK ALSO USED AS HIGHWAY BRIDGE TO ZUG ISLAND, 14.2
 NE0866'METERS (46.6 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF SPUR TRACK
 NE0866'TO ZUG ISLAND, 13.1 METERS (43.1 FEET) SOUTHEAST OF THE EAST BASE
 NE0866'OF LEG OF THE SOUTHWEST ONE OF TWO 4 LEGGED STEEL POWER TOWERS,
 NE0866'1.5 METERS (5.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF JEFFERSON
 NE0866'AVENUE, AND 11.0 METERS (36.2 FEET) EAST OF THE TOP CENTER OF
 NE0866'THE FIRE HYDRANT.
 NE0866'THE MARK IS 0.13 M BELOW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6775 ***********************************************************************
 AA6775  DESIGNATION -  1 3
 AA6775  PID         -  AA6775
 AA6775  STATE/COUNTY-  MI/WAYNE
 AA6775  COUNTRY     -  US
 AA6775  USGS QUAD   -  NORTHVILLE (2017)
 AA6775
 AA6775                         *CURRENT SURVEY CONTROL
 AA6775  ______________________________________________________________________
 AA6775* NAD 83(2011) POSITION- 42 23 43.29597(N) 083 28 54.04925(W)   ADJUSTED
 AA6775* NAD 83(2011) ELLIP HT-   218.535 (meters)        (06/27/12)   ADJUSTED
 AA6775* NAD 83(2011) EPOCH   -  2010.00
 AA6775* NAVD 88 ORTHO HEIGHT -   252.4   (meters)      828.    (feet) GPS OBS
 AA6775  ______________________________________________________________________
 AA6775  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6775  GEOID HEIGHT    -         -33.82 (meters)                     GEOID93
 AA6775  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 AA6775  NAD 83(2011) X  -    535,553.286 (meters)                     COMP
 AA6775  NAD 83(2011) Y  - -4,687,166.006 (meters)                     COMP
 AA6775  NAD 83(2011) Z  -  4,278,285.078 (meters)                     COMP
 AA6775  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AA6775
 AA6775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6775  Standards:
 AA6775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6775  -------------------------------------------------------------------
 AA6775  NETWORK    0.68   0.71           0.30   0.25   0.36      0.13093796
 AA6775  -------------------------------------------------------------------
 AA6775  Click here for local accuracies and other accuracy information.
 AA6775
 AA6775.The horizontal coordinates were established by GPS observations
 AA6775.and adjusted by the National Geodetic Survey in June 2012.
 AA6775
 AA6775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6775.been affixed to the stable North American tectonic plate. See 
 AA6775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6775
 AA6775.The horizontal coordinates are valid at the epoch date displayed above
 AA6775.which is a decimal equivalence of Year/Month/Day.
 AA6775
 AA6775.The orthometric height was determined by GPS observations and a
 AA6775.high-resolution geoid model.
 AA6775
 AA6775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6775.GEOID18 height accuracy estimate available here.
 AA6775
 AA6775.Click photographs - Photos may exist for this station.
 AA6775
 AA6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6775
 AA6775.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6775
 AA6775.The ellipsoidal height was determined by GPS observations
 AA6775.and is referenced to NAD 83.
 AA6775
 AA6775. The following values were computed from the NAD 83(2011) position.
 AA6775
 AA6775;                    North         East     Units Scale Factor Converg.
 AA6775;SPC MI S     -    99,837.530 4,072,860.691   MT  0.99994317   +0 36 08.1
 AA6775;SPC MI S     -   327,550.95 13,362,403.84   iFT  0.99994317   +0 36 08.1
 AA6775;UTM  17      - 4,696,657.612   295,744.358   MT  1.00011334   -1 40 25.8
 AA6775
 AA6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6775!SPC MI S     -   0.99996573  x   0.99994317  =   0.99990890
 AA6775!UTM  17      -   0.99996573  x   1.00011334  =   1.00007906
 AA6775
 AA6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9574496657(NAD 83)
 AA6775
 AA6775                          SUPERSEDED SURVEY CONTROL
 AA6775
 AA6775  NAD 83(2007)-  42 23 43.29610(N)    083 28 54.05007(W) AD(2002.00) 0
 AA6775  ELLIP H (02/10/07)  218.532  (m)                       GP(2002.00)    
 AA6775  ELLIP H (07/12/02)  218.554  (m)                       GP(       ) 4 1
 AA6775  NAD 83(1994)-  42 23 43.29605(N)    083 28 54.04950(W) AD(       ) 1
 AA6775  ELLIP H (02/03/97)  218.620  (m)                       GP(       ) 4 1
 AA6775  NAD 83(1986)-  42 23 43.29990(N)    083 28 54.07763(W) AD(       ) 1
 AA6775
 AA6775.Superseded values are not recommended for survey control.
 AA6775
 AA6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6775.See file dsdata.pdf to determine how the superseded data were derived.
 AA6775
 AA6775_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6775_STAMPING: 1-3 1994
 AA6775_MARK LOGO: MI-163
 AA6775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6775+STABILITY: SURFACE MOTION
 AA6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6775+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6775
 AA6775  HISTORY     - Date     Condition        Report By
 AA6775  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6775
 AA6775                          STATION DESCRIPTION
 AA6775
 AA6775'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6775'STATION IS LOCATED APPROXIMATELY 2 MILESNORTH AND 3 MILESWEST OF
 AA6775'PLYMOUTH, MICHIGAN AT SHELDON ROAD AND FIVE MILE ROAD. TO REACH FROM
 AA6775'THE INTERSECTION OF M-14 AND SHELDON ROAD (EXIT 20) PROCEED NORTH ON
 AA6775'SHELDON ROAD FOR 0.60 MILESTO FIVE MILE ROAD AND THE STATION AT THE
 AA6775'SOUTHWEST QUADRANT OF INTERSECTION AT A 'SPEEDWAY' GAS STATION. THE
 AA6775'STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN A 12 INCH DIAMETER
 AA6775'CONCRETE MONUMENT AND FLUSH WITH THE GROUND.  CENTERLINE OF SHELDON
 AA6775'ROAD IS N 90 E, 33.30 FEET, CENTERLINE OF FIVE MILE ROAD IS N 0 W,
 AA6775'132.91 FEET, A POWER POLE  LIES N 20 W, 79.31 FEET, THE NORTHEAST
 AA6775'CORNER OF A SIGN BASE LIES S 45 W, 37.11 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0867 ***********************************************************************
 NE0867  DESIGNATION -  1 354 A C OF D
 NE0867  PID         -  NE0867
 NE0867  STATE/COUNTY-  MI/WAYNE
 NE0867  COUNTRY     -  US
 NE0867  USGS QUAD   -  DETROIT (2017)
 NE0867
 NE0867                         *CURRENT SURVEY CONTROL
 NE0867  ______________________________________________________________________
 NE0867* NAD 83(1986) POSITION- 42 17 37.7    (N) 083 06 37.3    (W)   HD_HELD2
 NE0867* NAVD 88 ORTHO HEIGHT -   179.212 (meters)      587.96  (feet) ADJUSTED
 NE0867  ______________________________________________________________________
 NE0867  GEOID HEIGHT    -        -34.550 (meters)                     GEOID18
 NE0867  DYNAMIC HEIGHT  -        179.158 (meters)      587.79  (feet) COMP
 NE0867  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 NE0867
 NE0867  VERT ORDER      -  FIRST     CLASS II
 NE0867
 NE0867.The horizontal coordinates were established by autonomous hand held GPS
 NE0867.observations and have an estimated accuracy of +/- 10 meters.
 NE0867
 NE0867.The orthometric height was determined by differential leveling and
 NE0867.adjusted by the NATIONAL GEODETIC SURVEY
 NE0867.in June 1991.
 NE0867
 NE0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0867.GEOID18 height accuracy estimate available here.
 NE0867
 NE0867.Click photographs - Photos may exist for this station.
 NE0867
 NE0867.The dynamic height is computed by dividing the NAVD 88
 NE0867.geopotential number by the normal gravity value computed on the
 NE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0867.degrees latitude (g = 980.6199 gals.).
 NE0867
 NE0867.The modeled gravity was interpolated from observed gravity values.
 NE0867
 NE0867;                    North         East    Units  Estimated Accuracy
 NE0867;SPC MI S     -    88,947.    4,103,598.      MT  (+/- 10 meters HH2 GPS)
 NE0867
 NE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2602784554(NAD 83)
 NE0867
 NE0867                          SUPERSEDED SURVEY CONTROL
 NE0867
 NE0867  NGVD 29 (11/26/84)  179.385  (m)          588.53   (f) ADJUSTED    1 2
 NE0867
 NE0867.Superseded values are not recommended for survey control.
 NE0867
 NE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0867.See file dsdata.pdf to determine how the superseded data were derived.
 NE0867
 NE0867_MARKER: DD = SURVEY DISK
 NE0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0867_STAMPING: 1-354-A
 NE0867_MARK LOGO: MI1260
 NE0867_PROJECTION: FLUSH
 NE0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0867+STABILITY: SURFACE MOTION
 NE0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0867+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 NE0867
 NE0867  HISTORY     - Date     Condition        Report By
 NE0867  HISTORY     - UNK      MONUMENTED       MI1260
 NE0867  HISTORY     - 1980     GOOD             NGS
 NE0867  HISTORY     - 20060410 GOOD             WOOLPT
 NE0867
 NE0867                          STATION DESCRIPTION
 NE0867
 NE0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0867'IN DETROIT.
 NE0867'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND CROSSLEY
 NE0867'STREET, AT THE NORTH CORNER OF THE JUNCTION AND IN THE 700 BLOCK
 NE0867'OF WEST JEFFERSON AVENUE, 3.9 METERS (12.9 FEET) NORTHEAST OF THE
 NE0867'NORTHEAST CURB OF CROSSLEY STREET, 2.8 METERS (9.2 FEET)NORTHEAST
 NE0867'OF THE NORTHWEST CURB OF WEST JEFFERSON AVENUE, AND 3.1 METERS
 NE0867'(10.2 FEET) EAST OF THE TOP OF A FIRE HYDRANT.
 NE0867'THE MARK IS 0.15 M BELOW SIDEWALK.
 NE0867
 NE0867                          STATION RECOVERY (2006)
 NE0867
 NE0867'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (ARL)
 NE0867'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6772 ***********************************************************************
 AA6772  DESIGNATION -  1 4
 AA6772  PID         -  AA6772
 AA6772  STATE/COUNTY-  MI/WAYNE
 AA6772  COUNTRY     -  US
 AA6772  USGS QUAD   -  NORTHVILLE (2017)
 AA6772
 AA6772                         *CURRENT SURVEY CONTROL
 AA6772  ______________________________________________________________________
 AA6772* NAD 83(2011) POSITION- 42 23 12.83336(N) 083 28 51.44956(W)   ADJUSTED
 AA6772* NAD 83(2011) ELLIP HT-   211.655 (meters)        (06/27/12)   ADJUSTED
 AA6772* NAD 83(2011) EPOCH   -  2010.00
 AA6772* NAVD 88 ORTHO HEIGHT -   245.6   (meters)      806.    (feet) GPS OBS
 AA6772  ______________________________________________________________________
 AA6772  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6772  GEOID HEIGHT    -         -33.83 (meters)                     GEOID93
 AA6772  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 AA6772  NAD 83(2011) X  -    535,683.734 (meters)                     COMP
 AA6772  NAD 83(2011) Y  - -4,687,783.833 (meters)                     COMP
 AA6772  NAD 83(2011) Z  -  4,277,586.208 (meters)                     COMP
 AA6772  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AA6772
 AA6772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6772  Standards:
 AA6772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6772  -------------------------------------------------------------------
 AA6772  NETWORK    0.48   0.55           0.22   0.16   0.28      0.03601993
 AA6772  -------------------------------------------------------------------
 AA6772  Click here for local accuracies and other accuracy information.
 AA6772
 AA6772.The horizontal coordinates were established by GPS observations
 AA6772.and adjusted by the National Geodetic Survey in June 2012.
 AA6772
 AA6772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6772.been affixed to the stable North American tectonic plate. See 
 AA6772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6772
 AA6772.The horizontal coordinates are valid at the epoch date displayed above
 AA6772.which is a decimal equivalence of Year/Month/Day.
 AA6772
 AA6772.The orthometric height was determined by GPS observations and a
 AA6772.high-resolution geoid model.
 AA6772
 AA6772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6772.GEOID18 height accuracy estimate available here.
 AA6772
 AA6772.Click photographs - Photos may exist for this station.
 AA6772
 AA6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6772
 AA6772.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6772
 AA6772.The ellipsoidal height was determined by GPS observations
 AA6772.and is referenced to NAD 83.
 AA6772
 AA6772. The following values were computed from the NAD 83(2011) position.
 AA6772
 AA6772;                    North         East     Units Scale Factor Converg.
 AA6772;SPC MI S     -    98,898.312 4,072,930.029   MT  0.99994443   +0 36 09.9
 AA6772;SPC MI S     -   324,469.53 13,362,631.33   iFT  0.99994443   +0 36 09.9
 AA6772;UTM  17      - 4,695,716.221   295,776.348   MT  1.00011318   -1 40 23.1
 AA6772
 AA6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6772!SPC MI S     -   0.99996681  x   0.99994443  =   0.99991124
 AA6772!UTM  17      -   0.99996681  x   1.00011318  =   1.00007998
 AA6772
 AA6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9577695716(NAD 83)
 AA6772
 AA6772                          SUPERSEDED SURVEY CONTROL
 AA6772
 AA6772  NAD 83(2007)-  42 23 12.83351(N)    083 28 51.45037(W) AD(2002.00) 0
 AA6772  ELLIP H (02/10/07)  211.653  (m)                       GP(2002.00)    
 AA6772  ELLIP H (07/12/02)  211.675  (m)                       GP(       ) 4 1
 AA6772  NAD 83(1994)-  42 23 12.83343(N)    083 28 51.44985(W) AD(       ) 1
 AA6772  ELLIP H (02/03/97)  211.741  (m)                       GP(       ) 4 1
 AA6772  NAD 83(1986)-  42 23 12.83735(N)    083 28 51.47777(W) AD(       ) 1
 AA6772
 AA6772.Superseded values are not recommended for survey control.
 AA6772
 AA6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6772.See file dsdata.pdf to determine how the superseded data were derived.
 AA6772
 AA6772_MARKER: DD = SURVEY DISK
 AA6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6772_STAMPING: 1-4 1994
 AA6772_MARK LOGO: MI-163
 AA6772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6772+STABILITY: SURFACE MOTION
 AA6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6772+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2008
 AA6772
 AA6772  HISTORY     - Date     Condition        Report By
 AA6772  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6772  HISTORY     - 20011212 GOOD             INDIV
 AA6772  HISTORY     - 20021212 GOOD             INDIV
 AA6772  HISTORY     - 20031125 GOOD             INDIV
 AA6772  HISTORY     - 20041209 GOOD             INDIV
 AA6772  HISTORY     - 20081218 GOOD             INDIV
 AA6772
 AA6772                          STATION DESCRIPTION
 AA6772
 AA6772'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6772'STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH AND 3 MILESWEST OF
 AA6772'PLYMOUTH, MICHIGAN ON SHELDON ROAD JUST NORTH OF M-14 INTERCHANGE. TO
 AA6772'REACH FROM THE INTERSECTION OF M-14 AND SHELDON ROAD (EXIT 20) PROCEED
 AA6772'NORTH ON SHELDON ROAD FOR 0.02 MILESTO THE MONUMENT IN THE MEDIAN
 AA6772'BETWEEN NORTH AND SOUTH BOUND SHELDON ROAD.  THE MONUMENT IS 12
 AA6772'FEETSOUTH OF A 'FORD' SIGN ON THE WEST SIDE OF SHELDON. THE STATION IS
 AA6772'A BRASS 'WAYNE COUNTY REMON' CAP SET IN A 12 INCH DIAMETER CONCRETE
 AA6772'MONUMENT AND FLUSH WITH THE GROUND.  CENTERLINE OF NORTHBOUND SHELDON
 AA6772'ROAD IS N 90 E, 39.25 FEET, CENTERLINE OF SOUTHBOUND SHELDON ROAD IS N
 AA6772'90 W, 50.10 FEET, THE CENTERLINE OF A CROSSOVER IS S 0 W, 51.53 FEET,
 AA6772'A WARNING SIGN FOR UNDERGROUND GAS IS S 70 E, 13.11 FEET.
 AA6772
 AA6772                          STATION RECOVERY (2001)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2002)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2003)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2004)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6772'RECOVERED AS DESCRIBED
 AA6772
 AA6772                          STATION RECOVERY (2008)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0081 ***********************************************************************
 QK0081  DESIGNATION -  1 R 24 A
 QK0081  PID         -  QK0081
 QK0081  STATE/COUNTY-  MI/EMMET
 QK0081  COUNTRY     -  US
 QK0081  USGS QUAD   -  ALANSON (2017)
 QK0081
 QK0081                         *CURRENT SURVEY CONTROL
 QK0081  ______________________________________________________________________
 QK0081* NAD 83(1986) POSITION- 45 25 17.     (N) 084 49 13.     (W)   SCALED
 QK0081* NAVD 88 ORTHO HEIGHT -   182.857 (meters)      599.92  (feet) ADJUSTED
 QK0081  ______________________________________________________________________
 QK0081  GEOID HEIGHT    -        -35.139 (meters)                     GEOID18
 QK0081  DYNAMIC HEIGHT  -        182.856 (meters)      599.92  (feet) COMP
 QK0081  MODELED GRAVITY -    980,603.2   (mgal)                       NAVD 88
 QK0081
 QK0081  VERT ORDER      -  FIRST     CLASS I
 QK0081
 QK0081.The horizontal coordinates were scaled from a map and have
 QK0081.an estimated accuracy of +/- 6 seconds.
 QK0081
 QK0081.The orthometric height was determined by differential leveling and
 QK0081.adjusted by the NATIONAL GEODETIC SURVEY
 QK0081.in June 1991.
 QK0081
 QK0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0081.GEOID18 height accuracy estimate available here.
 QK0081
 QK0081.Click photographs - Photos may exist for this station.
 QK0081
 QK0081.The dynamic height is computed by dividing the NAVD 88
 QK0081.geopotential number by the normal gravity value computed on the
 QK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0081.degrees latitude (g = 980.6199 gals.).
 QK0081
 QK0081.The modeled gravity was interpolated from observed gravity values.
 QK0081
 QK0081;                    North         East    Units  Estimated Accuracy
 QK0081;SPC MI C     -   233,980.    5,964,500.      MT  (+/- 180 meters Scaled)
 QK0081
 QK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR705320(NAD 83)
 QK0081
 QK0081                          SUPERSEDED SURVEY CONTROL
 QK0081
 QK0081.No superseded survey control is available for this station.
 QK0081
 QK0081_MARKER: Z = SEE DESCRIPTION
 QK0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0081_SP_SET: CULVERT
 QK0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0081
 QK0081  HISTORY     - Date     Condition        Report By
 QK0081  HISTORY     - 1973     MONUMENTED       USLS
 QK0081  HISTORY     - 1973     GOOD             USLS
 QK0081
 QK0081                          STATION DESCRIPTION
 QK0081
 QK0081'DESCRIBED BY US LAKE SURVEY 1973
 QK0081'AT ODEN.
 QK0081'IR 24 A IS AT ODEN, EMMET COUNTY, MICHIGAN, 2.6 MILES SOUTH AND WEST
 QK0081'ALONG HWY. U.S. 31 FROM ITS JUNCTION WITH HWY. M-68 IN ALANSON,
 QK0081'OPPOSITE A MICHIGAN STATE HWY. DEPT. TOURIST PARK, 29 FEET
 QK0081'EAST OF CENTERLINE OF BIRCHWOOD POINT ROAD, 22 FEET SOUTH OF
 QK0081'CENTERLINE OF HWY. U.S. 31, 1.5 FEET EAST OF WEST FACE AND
 QK0081'0.4 FEET NORTH OF SOUTH FACE OF CONCRETE CULVERT, BEING HIGHEST
 QK0081'POINT ON TOP OF A 1/2-INCH DIAMETER BRASS ROD SET INTO THE
 QK0081'TOP OF THE CULVERT.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0081'IR 24 A 1973.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1333 ***********************************************************************
 RJ1333  DESIGNATION -  1 R BIP+325
 RJ1333  PID         -  RJ1333
 RJ1333  STATE/COUNTY-  MI/CHIPPEWA
 RJ1333  COUNTRY     -  US
 RJ1333  USGS QUAD   -  BRIMLEY (2017)
 RJ1333
 RJ1333                         *CURRENT SURVEY CONTROL
 RJ1333  ______________________________________________________________________
 RJ1333* NAD 83(1994) POSITION- 46 26 38.15420(N) 084 35 24.97749(W)   ADJUSTED
 RJ1333* NAVD 88 ORTHO HEIGHT -   185.3   (meters)      608.    (feet) VERTCON3
 RJ1333  ______________________________________________________________________
 RJ1333  GEOID HEIGHT    -        -36.444 (meters)                     GEOID18
 RJ1333  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 RJ1333  HORZ ORDER      -  SECOND
 RJ1333
 RJ1333.The horizontal coordinates were established by classical geodetic methods
 RJ1333.and adjusted by the National Geodetic Survey in February 1997.
 RJ1333
 RJ1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1333
 RJ1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1333.GEOID18 height accuracy estimate available here.
 RJ1333
 RJ1333.Click photographs - Photos may exist for this station.
 RJ1333
 RJ1333.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1333
 RJ1333. The following values were computed from the NAD 83(1994) position.
 RJ1333
 RJ1333;                    North         East     Units Scale Factor Converg.
 RJ1333;SPC MI N     -   187,380.136 8,185,121.261   MT  0.99990666   +1 44 30.2
 RJ1333;SPC MI N     -   614,764.23 26,854,072.38   iFT  0.99990666   +1 44 30.2
 RJ1333;UTM  16      - 5,146,194.795   685,090.311   MT  1.00002112   +1 44 48.6
 RJ1333
 RJ1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1333!SPC MI N     -   0.99997667  x   0.99990666  =   0.99988333
 RJ1333!UTM  16      -   0.99997667  x   1.00002112  =   0.99999779
 RJ1333
 RJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8509046194(NAD 83)
 RJ1333
 RJ1333                          SUPERSEDED SURVEY CONTROL
 RJ1333
 RJ1333  NAD 83(1986)-  46 26 38.14630(N)    084 35 24.97513(W) AD(       ) 2
 RJ1333  NGVD 29 (05/22/90)  185.3    (m)          608.     (f) VERT ANG       
 RJ1333
 RJ1333.Superseded values are not recommended for survey control.
 RJ1333
 RJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1333.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1333
 RJ1333_MARKER: DS = TRIANGULATION STATION DISK
 RJ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1333+STABILITY: SURFACE MOTION
 RJ1333
 RJ1333  HISTORY     - Date     Condition        Report By
 RJ1333  HISTORY     - 1981     MONUMENTED       USLS
 RJ1333  HISTORY     - 1988     GOOD             USACE
 RJ1333
 RJ1333                          STATION DESCRIPTION
 RJ1333
 RJ1333'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1333'THE STATION IS LOCATED ABOUT 19.5 KM (12.1 MI) WEST-SOUTHWEST OF
 RJ1333'SAULT STE MARIE.
 RJ1333'1 KM (2.8 MI) NORTH-NORTHWEST OF BRIMLEY
 RJ1333'IN FRAC SECTION 29 T47N R2W
 RJ1333'OWNERSHIP--CARL AND ROSE AYOTTE AND MARGARET SEREDA
 RJ1333'
 RJ1333'TO REACH THE STATION FROM THE INTERSECTION OF M 221 (BAY STREET) AND
 RJ1333'BAY VIEW ROAD, GO EAST 6.2 KM (3.85 MI) ON BAY VIEW ROAD, TURN
 RJ1333'RIGHT AND GO 0.7 KM (0.45 MI) ON CHIPPEWA LANDING ROAD, CONTINUING
 RJ1333'STRAIGHT FOR 0.6 KM (0.4 MI) ON GRAVEL ROAD TO GATE BARRING DRIVE,
 RJ1333'THEN WALK 152 M (500 FT) TO STATION.
 RJ1333'
 RJ1333'THE STATION IS A STANDARD USLS DISK
 RJ1333'STAMPED---1R---,
 RJ1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1333'FLUSH WITH GROUND.  LOCATED
 RJ1333'61 METERS (200 FT) EAST FROM A BUILDING
 RJ1333'AND 9 METERS (32 FT) FROM THE WATERS EDGE.
 RJ1333'
 RJ1333'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1270 ***********************************************************************
 RJ1270  DESIGNATION -  1 SLC+089
 RJ1270  PID         -  RJ1270
 RJ1270  STATE/COUNTY-  MI/CHIPPEWA
 RJ1270  COUNTRY     -  US
 RJ1270  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ1270
 RJ1270                         *CURRENT SURVEY CONTROL
 RJ1270  ______________________________________________________________________
 RJ1270* NAD 83(1994) POSITION- 46 30 07.87977(N) 084 20 41.84471(W)   ADJUSTED
 RJ1270* NAVD 88 ORTHO HEIGHT -   179.0   (meters)      587.    (feet) VERTCON3
 RJ1270  ______________________________________________________________________
 RJ1270  GEOID HEIGHT    -        -36.642 (meters)                     GEOID18
 RJ1270  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 RJ1270  HORZ ORDER      -  SECOND
 RJ1270
 RJ1270.The horizontal coordinates were established by classical geodetic methods
 RJ1270.and adjusted by the National Geodetic Survey in February 1997.
 RJ1270
 RJ1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1270
 RJ1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1270.GEOID18 height accuracy estimate available here.
 RJ1270
 RJ1270.Click photographs - Photos may exist for this station.
 RJ1270
 RJ1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1270
 RJ1270. The following values were computed from the NAD 83(1994) position.
 RJ1270
 RJ1270;                    North         East     Units Scale Factor Converg.
 RJ1270;SPC MI N     -   194,453.840 8,203,743.374   MT  0.99990998   +1 55 08.5
 RJ1270;SPC MI N     -   637,971.92 26,915,168.55   iFT  0.99990998   +1 55 08.5
 RJ1270;UTM  16      - 5,153,271.660   703,714.562   MT  1.00011014   +1 55 35.9
 RJ1270
 RJ1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1270!SPC MI N     -   0.99997769  x   0.99990998  =   0.99988767
 RJ1270!UTM  16      -   0.99997769  x   1.00011014  =   1.00008783
 RJ1270
 RJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0371453271(NAD 83)
 RJ1270
 RJ1270                          SUPERSEDED SURVEY CONTROL
 RJ1270
 RJ1270  NAD 83(1986)-  46 30 07.87161(N)    084 20 41.84296(W) AD(       ) 2
 RJ1270  NGVD 29 (05/22/90)  178.9    (m)          587.     (f) VERT ANG       
 RJ1270
 RJ1270.Superseded values are not recommended for survey control.
 RJ1270
 RJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1270.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1270
 RJ1270_MARKER: DS = TRIANGULATION STATION DISK
 RJ1270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1270+WITH SETTING: PAVEMENT
 RJ1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1270+STABILITY: SURFACE MOTION
 RJ1270
 RJ1270  HISTORY     - Date     Condition        Report By
 RJ1270  HISTORY     - 1988     MONUMENTED       USACE
 RJ1270
 RJ1270                          STATION DESCRIPTION
 RJ1270
 RJ1270'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1270'THE STATION IS LOCATED IN THE AMERICAN LOCKS, SAULT STE MARIE MI,
 RJ1270'OWNERSHIP---UNITED STATES CORPS OF ENGINEERS
 RJ1270'
 RJ1270'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE U.S. CORPS OF
 RJ1270'ENGINEERS LOCKS, GO EAST FOR 0.3 KM (0.2 MI) ALONG THE SOUTH SIDE
 RJ1270'OF THE MAC ARTHUR LOCK TO THE STATION.
 RJ1270'
 RJ1270'THE STATION IS A STANDARD COE DISK
 RJ1270'THAT IS STAMPED---1---,
 RJ1270'SET INTO THE CONCRETE PIER FLUSH WITH THE GROUND, LOCATED
 RJ1270'15.2 METERS (50 FT) NORTHWEST  OF THE NORTHWEST CORNER OF THE U.S.
 RJ1270'ARMY COE WAREHOUSE AND 0.5 METERS (1.9 FT) IN FROM THE EDGE OF THE
 RJ1270'PIER.
 RJ1270'
 RJ1270'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0267 ***********************************************************************
 QK0267  DESIGNATION -  1 USLS
 QK0267  PID         -  QK0267
 QK0267  STATE/COUNTY-  MI/CHEBOYGAN
 QK0267  COUNTRY     -  US
 QK0267  USGS QUAD   -  SAINT IGNACE (2017)
 QK0267
 QK0267                         *CURRENT SURVEY CONTROL
 QK0267  ______________________________________________________________________
 QK0267* NAD 83(1986) POSITION- 45 47 15.3    (N) 084 43 46.5    (W)   HD_HELD2
 QK0267* NAVD 88 ORTHO HEIGHT -   179.895 (meters)      590.21  (feet) ADJUSTED
 QK0267  ______________________________________________________________________
 QK0267  GEOID HEIGHT    -        -35.403 (meters)                     GEOID18
 QK0267  DYNAMIC HEIGHT  -        179.900 (meters)      590.22  (feet) COMP
 QK0267  MODELED GRAVITY -    980,637.7   (mgal)                       NAVD 88
 QK0267
 QK0267  VERT ORDER      -  FIRST     CLASS 0
 QK0267
 QK0267.The horizontal coordinates were established by autonomous hand held GPS
 QK0267.observations and have an estimated accuracy of +/- 10 meters.
 QK0267
 QK0267.The orthometric height was determined by differential leveling and
 QK0267.adjusted by the NATIONAL GEODETIC SURVEY
 QK0267.in June 1991.
 QK0267
 QK0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0267.GEOID18 height accuracy estimate available here.
 QK0267
 QK0267.Click photographs - Photos may exist for this station.
 QK0267
 QK0267.The dynamic height is computed by dividing the NAVD 88
 QK0267.geopotential number by the normal gravity value computed on the
 QK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0267.degrees latitude (g = 980.6199 gals.).
 QK0267
 QK0267.The modeled gravity was interpolated from observed gravity values.
 QK0267
 QK0267;                    North         East    Units  Estimated Accuracy
 QK0267;SPC MI C     -   274,642.    5,971,779.      MT  (+/- 10 meters HH2 GPS)
 QK0267
 QK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7647372953(NAD 83)
 QK0267
 QK0267                          SUPERSEDED SURVEY CONTROL
 QK0267
 QK0267  NGVD 29 (??/??/92)  179.906  (m)          590.24   (f) ADJ UNCH    1 0
 QK0267
 QK0267.Superseded values are not recommended for survey control.
 QK0267
 QK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0267.See file dsdata.pdf to determine how the superseded data were derived.
 QK0267
 QK0267_MARKER: Q = CHISELED SQUARE
 QK0267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0267_SP_SET: STONE
 QK0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0267
 QK0267  HISTORY     - Date     Condition        Report By
 QK0267  HISTORY     - 1901     MONUMENTED       USLS
 QK0267  HISTORY     - 1973     GOOD             USLS
 QK0267  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0267  HISTORY     - 20140809 GOOD             GEOCAC
 QK0267
 QK0267                          STATION DESCRIPTION
 QK0267
 QK0267'DESCRIBED BY US LAKE SURVEY 1973
 QK0267'AT MACKINAW CITY.
 QK0267'NO 1 IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, AT OLD POINT
 QK0267'MACKINAC LIGHTHOUSE, ON NORTH FACE OF THE LIGHT TOWER, BELOW
 QK0267'AND ABOUT 2 FEET WEST OF A SLOT WINDOW IN THE TOWER, 1-1/2 FEET
 QK0267'ABOVE THE GROUND, BEING LEVEL TOP OF A SQUARE ON A SHELF CUT
 QK0267'IN THE ROUGH STONE FACE, THE LETTER B BEING CUT ABOVE EAST END
 QK0267'OF THE SHELF.  NOTE-- PREV. DESIG. NO 1 1901.
 QK0267
 QK0267                          STATION RECOVERY (1983)
 QK0267
 QK0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0267'SEARCHED FOR, BUT NOT RECOVERED.
 QK0267
 QK0267                          STATION RECOVERY (2014)
 QK0267
 QK0267'RECOVERY NOTE BY GEOCACHING 2014 (MTT)
 QK0267'CHISELED SQUARE ERODED AND BARELY VISIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8000 ***********************************************************************
 AE8000  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8000  DESIGNATION -  10
 AE8000  PID         -  AE8000
 AE8000  STATE/COUNTY-  MI/CHIPPEWA
 AE8000  COUNTRY     -  US
 AE8000  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 AE8000
 AE8000                         *CURRENT SURVEY CONTROL
 AE8000  ______________________________________________________________________
 AE8000* NAD 83(1986) POSITION- 46 30 06.51   (N) 084 20 31.36   (W)   HD_HELD1
 AE8000* NAVD 88 ORTHO HEIGHT -   178.751 (meters)      586.45  (feet) ADJUSTED
 AE8000  ______________________________________________________________________
 AE8000  GEOID HEIGHT    -        -36.645 (meters)                     GEOID18
 AE8000  DYNAMIC HEIGHT  -        178.761 (meters)      586.49  (feet) COMP
 AE8000  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 AE8000
 AE8000  VERT ORDER      -  SECOND    CLASS I
 AE8000
 AE8000.The horizontal coordinates were determined by differentially corrected
 AE8000.hand held GPS observations or other comparable positioning techniques
 AE8000.and have an estimated accuracy of +/- 3 meters.
 AE8000
 AE8000.The orthometric height was determined by differential leveling and
 AE8000.adjusted by the NATIONAL GEODETIC SURVEY
 AE8000.in February 2021.
 AE8000
 AE8000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8000.GEOID18 height accuracy estimate available here.
 AE8000
 AE8000.This Water Level Mark is designated as VM 18416
 AE8000.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8000
 AE8000.Click photographs - Photos may exist for this station.
 AE8000
 AE8000.The dynamic height is computed by dividing the NAVD 88
 AE8000.geopotential number by the normal gravity value computed on the
 AE8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8000.degrees latitude (g = 980.6199 gals.).
 AE8000
 AE8000.The modeled gravity was interpolated from observed gravity values.
 AE8000
 AE8000;                    North         East    Units  Estimated Accuracy
 AE8000;SPC MI N     -   194,419.1   8,203,968.2     MT  (+/- 3 meters HH1 GPS) 
 AE8000
 AE8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0393953236(NAD 83)
 AE8000
 AE8000                          SUPERSEDED SURVEY CONTROL
 AE8000
 AE8000  NAVD 88 (04/08/98)  178.746  (m)          586.44   (f) SUPERSEDED  2 1
 AE8000
 AE8000.Superseded values are not recommended for survey control.
 AE8000
 AE8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8000.See file dsdata.pdf to determine how the superseded data were derived.
 AE8000
 AE8000_MARKER: DD = SURVEY DISK
 AE8000_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 AE8000_SP_SET: BULKHEAD
 AE8000_STAMPING: 10 5818.526 493.393
 AE8000_MARK LOGO: USACE
 AE8000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8000+STABILITY: POSITION/ELEVATION WELL
 AE8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8000+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 AE8000
 AE8000  HISTORY     - Date     Condition        Report By
 AE8000  HISTORY     - UNK      MONUMENTED       USACE
 AE8000  HISTORY     - 19970806 GOOD             NOS
 AE8000  HISTORY     - 20181005 GOOD             NOS
 AE8000  HISTORY     - 20220801 GOOD             CO-OPS
 AE8000
 AE8000                          STATION DESCRIPTION
 AE8000
 AE8000'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 AE8000'IN SAULT STE.  MARIE ON THE DOWN RIVER END OF THE LOCKS NEAR THE CORP
 AE8000'OF ENGINEERS BOAT BASIN, A U.S.  STE.  MARYS RIVER DISK SET FLUSH IN
 AE8000'THE CONCRETE BULKHEAD AT THE NORTH END OF THE LOCKS, 18.48 M (60.63
 AE8000'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSIDE CORNER OF THE BOAT
 AE8000'BASIN, 7.29 M (23.92 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 AE8000'BUILDING, 1.07 M (3.51 FT) EAST OF THE FACE OF THE BULKHEAD.
 AE8000
 AE8000                          STATION RECOVERY (2018)
 AE8000
 AE8000'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AE8000'RECOVERED IN GOOD CONDITION.
 AE8000'
 AE8000'NOTE-IN SAULT STE MARIE, MI, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 AE8000'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  IN THE TOP OF THE
 AE8000'CONCRETE BULKHEAD AT THE EASTERN END AND ON THE LOWER NORTH SIDE OF
 AE8000'THE BOAT BASIN.  THIS SECTION OF THE CONCRETE BULKHEADS FOUNDATION IS
 AE8000'ON BEDROCK.
 AE8000'
 AE8000'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 AE8000'FALLS CANAL AT 906-635-3477.
 AE8000
 AE8000                          STATION RECOVERY (2022)
 AE8000
 AE8000'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AE8000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6829 ***********************************************************************
 AA6829  HT_MOD      -  This is a Height Modernization Survey Station.
 AA6829  DESIGNATION -  10 1
 AA6829  PID         -  AA6829
 AA6829  STATE/COUNTY-  MI/WAYNE
 AA6829  COUNTRY     -  US
 AA6829  USGS QUAD   -  DETROIT (2017)
 AA6829
 AA6829                         *CURRENT SURVEY CONTROL
 AA6829  ______________________________________________________________________
 AA6829* NAD 83(2011) POSITION- 42 21 39.70935(N) 083 05 51.86242(W)   ADJUSTED
 AA6829* NAD 83(2011) ELLIP HT-   156.861 (meters)        (06/27/12)   ADJUSTED
 AA6829* NAD 83(2011) EPOCH   -  2010.00
 AA6829* NAVD 88 ORTHO HEIGHT -   191.33  (meters)      627.7   (feet) GPS OBS
 AA6829  ______________________________________________________________________
 AA6829  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA6829  GEOID HEIGHT    -        -34.417 (meters)                     GEOID03
 AA6829  GEOID HEIGHT    -        -34.466 (meters)                     GEOID18
 AA6829  NAD 83(2011) X  -    567,253.292 (meters)                     COMP
 AA6829  NAD 83(2011) Y  - -4,685,978.539 (meters)                     COMP
 AA6829  NAD 83(2011) Z  -  4,275,426.454 (meters)                     COMP
 AA6829  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AA6829
 AA6829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6829  Standards:
 AA6829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6829  -------------------------------------------------------------------
 AA6829  NETWORK    0.22   0.33           0.10   0.08   0.17     -0.01306364
 AA6829  -------------------------------------------------------------------
 AA6829  Click here for local accuracies and other accuracy information.
 AA6829
 AA6829.The horizontal coordinates were established by GPS observations
 AA6829.and adjusted by the National Geodetic Survey in June 2012.
 AA6829
 AA6829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6829.been affixed to the stable North American tectonic plate. See 
 AA6829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6829
 AA6829.The horizontal coordinates are valid at the epoch date displayed above
 AA6829.which is a decimal equivalence of Year/Month/Day.
 AA6829
 AA6829.The orthometric height was determined by GPS observations and a
 AA6829.high-resolution geoid model using precise GPS observation and
 AA6829.processing techniques.
 AA6829
 AA6829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6829.GEOID18 height accuracy estimate available here.
 AA6829
 AA6829.Click photographs - Photos may exist for this station.
 AA6829
 AA6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6829
 AA6829.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6829
 AA6829.The ellipsoidal height was determined by GPS observations
 AA6829.and is referenced to NAD 83.
 AA6829
 AA6829. The following values were computed from the NAD 83(2011) position.
 AA6829
 AA6829;                    North         East     Units Scale Factor Converg.
 AA6829;SPC MI S     -    96,429.147 4,104,525.872   MT  0.99994842   +0 51 48.8
 AA6829;SPC MI S     -   316,368.59 13,466,292.23   iFT  0.99994842   +0 51 48.8
 AA6829;UTM  17      - 4,691,993.581   327,252.058   MT  0.99996718   -1 24 49.7
 AA6829
 AA6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6829!SPC MI S     -   0.99997540  x   0.99994842  =   0.99992382
 AA6829!UTM  17      -   0.99997540  x   0.99996718  =   0.99994258
 AA6829
 AA6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2725291993(NAD 83)
 AA6829
 AA6829                          SUPERSEDED SURVEY CONTROL
 AA6829
 AA6829  ELLIP H (06/10/07)  156.872  (m)                       GP(       ) 4 1
 AA6829  NAD 83(2007)-  42 21 39.70958(N)    083 05 51.86293(W) AD(2002.00) 0
 AA6829  ELLIP H (02/10/07)  156.846  (m)                       GP(2002.00)    
 AA6829  ELLIP H (07/12/02)  156.882  (m)                       GP(       ) 4 1
 AA6829  NAD 83(1994)-  42 21 39.70976(N)    083 05 51.86262(W) AD(       ) 1
 AA6829  ELLIP H (02/03/97)  156.917  (m)                       GP(       ) 4 1
 AA6829  NAD 83(1986)-  42 21 39.71445(N)    083 05 51.89316(W) AD(       ) 1
 AA6829  NAVD 88 (07/20/95)  191.3    (m)  GEOID93  model used  GPS OBS        
 AA6829
 AA6829.Superseded values are not recommended for survey control.
 AA6829
 AA6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6829.See file dsdata.pdf to determine how the superseded data were derived.
 AA6829
 AA6829_MARKER: DD = SURVEY DISK
 AA6829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6829_STAMPING: 10-1 1994
 AA6829_MARK LOGO: MI-163
 AA6829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6829+STABILITY: SURFACE MOTION
 AA6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6829+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AA6829
 AA6829  HISTORY     - Date     Condition        Report By
 AA6829  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6829  HISTORY     - 19961217 GOOD             WADTRI
 AA6829  HISTORY     - 20020325 GOOD             INDIV
 AA6829  HISTORY     - 20050104 GOOD             INDIV
 AA6829  HISTORY     - 20060508 SEE DESCRIPTION  MIDT
 AA6829  HISTORY     - 20071023 POOR             ADVGEO
 AA6829
 AA6829                          STATION DESCRIPTION
 AA6829
 AA6829'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6829'STATION IS LOCATED APPROXIMATLEY 3 MILESNORTHWEST OF DOWTOWN DETROIT,
 AA6829'MICHIGAN IN THE MEDIAN OF GRAND BOULEVARD JUST WEST OF 16TH STREET. TO
 AA6829'REACH FROM THE INTERSECTION OF US-10 AND GRAND BOULEVARD PROCEED WEST
 AA6829'.95 MILESON GRAND BOULEVARD TO THE STATION ON THE LEFT IN THE ASPHALT
 AA6829'MEDIAN JUST PAST 16TH STREET. THE STATION IS A BRASS 'WAYNE COUNTY
 AA6829'REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6829'FLUSH WITH THE ASPHALT SURFACE OF THE MEDIAN. CENTERLINE OF WESTBOUND
 AA6829'GRAND BOULEVARD IS N 0 E, 30.49 FEET, CENTERLINE OF 16TH STREET IS N
 AA6829'90 E, 134.51 FEET, A FENCE LIES S 0 W, 46.68 FEET,  A CORNER OF A
 AA6829'BULDING IS S 45 W, 98.02 FEET.
 AA6829
 AA6829                          STATION RECOVERY (1996)
 AA6829
 AA6829'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6829'RECOVERED AS DESCRIBED.
 AA6829
 AA6829                          STATION RECOVERY (2002)
 AA6829
 AA6829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6829'RECOVERED IN GOOD CONDITION.
 AA6829
 AA6829                          STATION RECOVERY (2005)
 AA6829
 AA6829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6829'RECOVERED AS DESCRIBED
 AA6829
 AA6829                          STATION RECOVERY (2006)
 AA6829
 AA6829'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6829'RECOVERED AS DESCRIBED.  --  NOTE-- BRASS DISK IS MISSING MONUMENT IS
 AA6829'POSSIBLY DESTROYED.
 AA6829
 AA6829                          STATION RECOVERY (2007)
 AA6829
 AA6829'RECOVERY NOTE BY ADVANCED GEOMATICS 2007 (SFS)
 AA6829'FOUND MONUMENT WITH OBLITERATED TOP.  DISK IS MISSING AND ONLY TWO
 AA6829'RE-BARS ARE VISIBLE. CONFIRMED LOCATION WITH STATIC GPS OBSERVATION
 AA6829'AND OPUS DERIVED POSITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6832 ***********************************************************************
 AA6832  DESIGNATION -  10 2
 AA6832  PID         -  AA6832
 AA6832  STATE/COUNTY-  MI/WAYNE
 AA6832  COUNTRY     -  US
 AA6832  USGS QUAD   -  DETROIT (2017)
 AA6832
 AA6832                         *CURRENT SURVEY CONTROL
 AA6832  ______________________________________________________________________
 AA6832* NAD 83(2011) POSITION- 42 18 52.65865(N) 083 04 39.99055(W)   ADJUSTED
 AA6832* NAD 83(2011) ELLIP HT-   142.431 (meters)        (06/27/12)   ADJUSTED
 AA6832* NAD 83(2011) EPOCH   -  2010.00
 AA6832* NAVD 88 ORTHO HEIGHT -   176.9   (meters)      580.    (feet) GPS OBS
 AA6832  ______________________________________________________________________
 AA6832  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6832  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA6832  GEOID HEIGHT    -        -34.544 (meters)                     GEOID18
 AA6832  NAD 83(2011) X  -    569,303.179 (meters)                     COMP
 AA6832  NAD 83(2011) Y  - -4,689,216.301 (meters)                     COMP
 AA6832  NAD 83(2011) Z  -  4,271,606.557 (meters)                     COMP
 AA6832  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 AA6832
 AA6832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6832  Standards:
 AA6832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6832  -------------------------------------------------------------------
 AA6832  NETWORK    0.71   0.78           0.33   0.23   0.40     -0.03862066
 AA6832  -------------------------------------------------------------------
 AA6832  Click here for local accuracies and other accuracy information.
 AA6832
 AA6832.The horizontal coordinates were established by GPS observations
 AA6832.and adjusted by the National Geodetic Survey in June 2012.
 AA6832
 AA6832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6832.been affixed to the stable North American tectonic plate. See 
 AA6832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6832
 AA6832.The horizontal coordinates are valid at the epoch date displayed above
 AA6832.which is a decimal equivalence of Year/Month/Day.
 AA6832
 AA6832.The orthometric height was determined by GPS observations and a
 AA6832.high-resolution geoid model.
 AA6832
 AA6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6832.GEOID18 height accuracy estimate available here.
 AA6832
 AA6832.Click photographs - Photos may exist for this station.
 AA6832
 AA6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6832
 AA6832.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6832
 AA6832.The ellipsoidal height was determined by GPS observations
 AA6832.and is referenced to NAD 83.
 AA6832
 AA6832. The following values were computed from the NAD 83(2011) position.
 AA6832
 AA6832;                    North         East     Units Scale Factor Converg.
 AA6832;SPC MI S     -    91,300.544 4,106,249.182   MT  0.99995610   +0 52 37.7
 AA6832;SPC MI S     -   299,542.47 13,471,946.14   iFT  0.99995610   +0 52 37.7
 AA6832;UTM  17      - 4,686,800.503   328,770.282   MT  0.99996076   -1 23 56.8
 AA6832
 AA6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6832!SPC MI S     -   0.99997766  x   0.99995610  =   0.99993376
 AA6832!UTM  17      -   0.99997766  x   0.99996076  =   0.99993842
 AA6832
 AA6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2877086800(NAD 83)
 AA6832
 AA6832                          SUPERSEDED SURVEY CONTROL
 AA6832
 AA6832  NAD 83(2007)-  42 18 52.65883(N)    083 04 39.99127(W) AD(2002.00) 0
 AA6832  ELLIP H (02/10/07)  142.425  (m)                       GP(2002.00)    
 AA6832  ELLIP H (07/12/02)  142.465  (m)                       GP(       ) 4 1
 AA6832  NAD 83(1994)-  42 18 52.65884(N)    083 04 39.99098(W) AD(       ) 1
 AA6832  ELLIP H (02/03/97)  142.503  (m)                       GP(       ) 4 1
 AA6832  NAD 83(1986)-  42 18 52.66416(N)    083 04 40.02096(W) AD(       ) 1
 AA6832
 AA6832.Superseded values are not recommended for survey control.
 AA6832
 AA6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6832.See file dsdata.pdf to determine how the superseded data were derived.
 AA6832
 AA6832_MARKER: DD = SURVEY DISK
 AA6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6832_STAMPING: 10-2 1994
 AA6832_MARK LOGO: MI-163
 AA6832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6832+STABILITY: SURFACE MOTION
 AA6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6832+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AA6832
 AA6832  HISTORY     - Date     Condition        Report By
 AA6832  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6832  HISTORY     - 19961217 GOOD             WADTRI
 AA6832
 AA6832                          STATION DESCRIPTION
 AA6832
 AA6832'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6832'STATION IS LOCATED APPROXIMATLEY 2.5 MILESSOUTHWEST OF DOWTOWN
 AA6832'DETROIT, MICHIGAN ALONG RAILROAD TRACKS JUST SOUTH OF A SMALL PARK
 AA6832'WITH BASEBALL DIAMOND. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6832'I-75 AND CLARK ROAD (EXIT 47-A) PROCEED SOUTH ON CLARK ROAD 0.1
 AA6832'MILESTO FORT ROAD, THENCE GO EASTERLY  ON FORT ROAD 0.25 MILESTO SWAIN
 AA6832'STREET,  THENCE SOUTH ON SWAIN STREET 0.3 MILESTO JEFFERSON BOULEVARD,
 AA6832'THENCE EAST ON JEFFERSON 0.41 MILESTO 23RD STREET,  THENCE SOUTH ON
 AA6832'23RD 0.06 MILES TO PARKING LOT FOR BASEBALL DIAMOND AND PARK AND THE
 AA6832'RAILROAD TRACKS ON THE SOUTH SIDE OF THE PARKING LOT AREA. WALK DOWN
 AA6832'TO THE TRACKS DIRECTLY SOUTH OF THE BASEBALL DIAMOND AND APPROXIMATLEY
 AA6832'THIRTY FEET EAST OF HOME PLATE PROJECTED SOUTH TO THE TRACKS. THE
 AA6832'STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12
 AA6832'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. THE NORTH
 AA6832'RAIL OF THE TRACK IS S 0 E, 10.27 FEET,  A FENCE POST IS N 30 W, 10.38
 AA6832'FEET,  AN 8 INCH ELM IS N 45 E, 31.88 FEET,  THE  POINT OF FROG IN A
 AA6832'TRACK JUNCTION IS S 50 E, 77.50 FEET.
 AA6832
 AA6832                          STATION RECOVERY (1996)
 AA6832
 AA6832'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6832'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0613 ***********************************************************************
 NE0613  DESIGNATION -  10 252 A C OF D
 NE0613  PID         -  NE0613
 NE0613  STATE/COUNTY-  MI/WAYNE
 NE0613  COUNTRY     -  US
 NE0613  USGS QUAD   -  DETROIT (2017)
 NE0613
 NE0613                         *CURRENT SURVEY CONTROL
 NE0613  ______________________________________________________________________
 NE0613* NAD 83(1986) POSITION- 42 18 01.5    (N) 083 05 55.8    (W)   HD_HELD2
 NE0613* NAVD 88 ORTHO HEIGHT -   178.457 (meters)      585.49  (feet) ADJUSTED
 NE0613  ______________________________________________________________________
 NE0613  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 NE0613  DYNAMIC HEIGHT  -        178.403 (meters)      585.31  (feet) COMP
 NE0613  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 NE0613
 NE0613  VERT ORDER      -  FIRST     CLASS 0
 NE0613
 NE0613.The horizontal coordinates were established by autonomous hand held GPS
 NE0613.observations and have an estimated accuracy of +/- 10 meters.
 NE0613
 NE0613.The orthometric height was determined by differential leveling and
 NE0613.adjusted by the NATIONAL GEODETIC SURVEY
 NE0613.in June 1991.
 NE0613
 NE0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0613.GEOID18 height accuracy estimate available here.
 NE0613
 NE0613.Click photographs - Photos may exist for this station.
 NE0613
 NE0613.The dynamic height is computed by dividing the NAVD 88
 NE0613.geopotential number by the normal gravity value computed on the
 NE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0613.degrees latitude (g = 980.6199 gals.).
 NE0613
 NE0613.The modeled gravity was interpolated from observed gravity values.
 NE0613
 NE0613;                    North         East    Units  Estimated Accuracy
 NE0613;SPC MI S     -    89,696.    4,104,537.      MT  (+/- 10 meters HH2 GPS)
 NE0613
 NE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2699585265(NAD 83)
 NE0613
 NE0613                          SUPERSEDED SURVEY CONTROL
 NE0613
 NE0613  NGVD 29 (11/26/84)  178.631  (m)          586.06   (f) ADJUSTED    1 0
 NE0613
 NE0613.Superseded values are not recommended for survey control.
 NE0613
 NE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0613.See file dsdata.pdf to determine how the superseded data were derived.
 NE0613
 NE0613_MARKER: DD = SURVEY DISK
 NE0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0613_SP_SET: CONCRETE MONUMENT
 NE0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0613+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 NE0613
 NE0613  HISTORY     - Date     Condition        Report By
 NE0613  HISTORY     - UNK      MONUMENTED       MI1260
 NE0613  HISTORY     - 1970     GOOD             USLS
 NE0613  HISTORY     - 1980     GOOD             NGS
 NE0613  HISTORY     - 20150812 GOOD             NGS
 NE0613
 NE0613                          STATION DESCRIPTION
 NE0613
 NE0613'DESCRIBED BY US LAKE SURVEY 1970
 NE0613'IN DETROIT.
 NE0613'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0613'SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0613'NORTHEAST CORNER OF LIVERNOIS STREET AND WEST JEFFERSON AVENUE,
 NE0613'IN THE SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0613'WEST JEFFERSON AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0613'LIVERNOIS STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0613'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0613'A CONCRETE MONUMENT.
 NE0613
 NE0613                          STATION RECOVERY (1980)
 NE0613
 NE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0613'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND LIVERNOIS
 NE0613'STREET AND ACROSS JEFFERSON FROM THE ENTRANCE TO THE FORT WAYNE
 NE0613'MILITARY RESERVATION, 3.8 METERS (12.5 FEET) NORTHWEST OF THE CURB
 NE0613'OF LIVERNOIS STREET, AND 1.3 METERS (4.2 FEET) NORTH OF POWER POLE
 NE0613'WHICH ALSO SUPPORTS A TRAFFIC SIGNAL, ACCESS TO MARK IS THRU AN
 NE0613'6-INCH ACCESS COVER.
 NE0613'THE MARK IS 0.12 M BELOW SIDEWALK.
 NE0613
 NE0613                          STATION RECOVERY (2015)
 NE0613
 NE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0613'STATION IS AT NORTH CORNER OF INTERSECTION AND 3.8 M NW OF JEFFERSON
 NE0613'
 NE0613'AVE. WEST.  ACCESS COVER WAS REMOVED RESULTING IN A HOLE IN SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0612 ***********************************************************************
 NE0612  DESIGNATION -  10 252 C OF D
 NE0612  PID         -  NE0612
 NE0612  STATE/COUNTY-  MI/WAYNE
 NE0612  COUNTRY     -  US
 NE0612  USGS QUAD   -  DETROIT (2017)
 NE0612
 NE0612                         *CURRENT SURVEY CONTROL
 NE0612  ______________________________________________________________________
 NE0612* NAD 83(1986) POSITION- 42 17 57.     (N) 083 06 00.     (W)   SCALED
 NE0612* NAVD 88 ORTHO HEIGHT -   178.697 (meters)      586.28  (feet) ADJUSTED
 NE0612  ______________________________________________________________________
 NE0612  GEOID HEIGHT    -        -34.549 (meters)                     GEOID18
 NE0612  DYNAMIC HEIGHT  -        178.643 (meters)      586.10  (feet) COMP
 NE0612  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 NE0612
 NE0612  VERT ORDER      -  FIRST     CLASS 0
 NE0612
 NE0612.The horizontal coordinates were scaled from a map and have
 NE0612.an estimated accuracy of +/- 6 seconds.
 NE0612
 NE0612.The orthometric height was determined by differential leveling and
 NE0612.adjusted by the NATIONAL GEODETIC SURVEY
 NE0612.in June 1991.
 NE0612
 NE0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0612.GEOID18 height accuracy estimate available here.
 NE0612
 NE0612.Click photographs - Photos may exist for this station.
 NE0612
 NE0612.The dynamic height is computed by dividing the NAVD 88
 NE0612.geopotential number by the normal gravity value computed on the
 NE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0612.degrees latitude (g = 980.6199 gals.).
 NE0612
 NE0612.The modeled gravity was interpolated from observed gravity values.
 NE0612
 NE0612;                    North         East    Units  Estimated Accuracy
 NE0612;SPC MI S     -    89,560.    4,104,440.      MT  (+/- 180 meters Scaled)
 NE0612
 NE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG268851(NAD 83)
 NE0612
 NE0612                          SUPERSEDED SURVEY CONTROL
 NE0612
 NE0612  NGVD 29 (11/26/84)  178.870  (m)          586.84   (f) ADJUSTED    1 0
 NE0612
 NE0612.Superseded values are not recommended for survey control.
 NE0612
 NE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0612.See file dsdata.pdf to determine how the superseded data were derived.
 NE0612
 NE0612_MARKER: DD = SURVEY DISK
 NE0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0612_SP_SET: CONCRETE MONUMENT
 NE0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0612
 NE0612  HISTORY     - Date     Condition        Report By
 NE0612  HISTORY     - UNK      MONUMENTED       MI1260
 NE0612  HISTORY     - 1970     GOOD             USLS
 NE0612  HISTORY     - 1980     GOOD             NGS
 NE0612
 NE0612                          STATION DESCRIPTION
 NE0612
 NE0612'DESCRIBED BY US LAKE SURVEY 1970
 NE0612'IN DETROIT.
 NE0612'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0612'SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0612'NORTHEAST CORNER OF CRAWFORD STREET AND WEST JEFFERSON AVENUE,
 NE0612'IN THE SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF WEST
 NE0612'JEFFERSON AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0612'CRAWFORD STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0612'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0612'A CONCRETE MONUMENT.
 NE0612
 NE0612                          STATION RECOVERY (1980)
 NE0612
 NE0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0612'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND CRAWFORD
 NE0612'STREET, 0.16 KILOMETER (1.0 MILE) SOUTHWEST OF THE ENTRANCE TO
 NE0612'THE FORT WAYNE MILITARY RESERVATION, 3.4 METERS (11.1 FEET) NORTH-
 NE0612'EAST OF THE NORTHEAST CURB OF CRAWFORD STREET, 4.0 METERS
 NE0612'(13.1 FEET) NORTHWEST OF THE NORTHWEST CURB OF JEFFERSON AVENUE,
 NE0612'3.6 METERS (11.9 FEET) SOUTHEAST OF THE TOP CENTER OF A FIRE
 NE0612'HYDRANT AND IS IN THE TOP OF A CONCRETE POST WITH AN 8-INCH
 NE0612'ACCESS COVER.
 NE0612'THE MARK IS 0.13 M BELOW SIDEWALK..
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6824 ***********************************************************************
 AA6824  DESIGNATION -  10 3
 AA6824  PID         -  AA6824
 AA6824  STATE/COUNTY-  MI/WAYNE
 AA6824  COUNTRY     -  US
 AA6824  USGS QUAD   -  DETROIT (2017)
 AA6824
 AA6824                         *CURRENT SURVEY CONTROL
 AA6824  ______________________________________________________________________
 AA6824* NAD 83(2011) POSITION- 42 18 41.17864(N) 083 05 01.48317(W)   ADJUSTED
 AA6824* NAD 83(2011) ELLIP HT-   143.443 (meters)        (06/27/12)   ADJUSTED
 AA6824* NAD 83(2011) EPOCH   -  2010.00
 AA6824* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) GPS OBS
 AA6824  ______________________________________________________________________
 AA6824  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6824  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA6824  GEOID HEIGHT    -        -34.544 (meters)                     GEOID18
 AA6824  NAD 83(2011) X  -    568,843.369 (meters)                     COMP
 AA6824  NAD 83(2011) Y  - -4,689,513.064 (meters)                     COMP
 AA6824  NAD 83(2011) Z  -  4,271,345.294 (meters)                     COMP
 AA6824  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 AA6824
 AA6824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6824  Standards:
 AA6824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6824  -------------------------------------------------------------------
 AA6824  NETWORK    0.80   0.86           0.37   0.27   0.44     -0.05173518
 AA6824  -------------------------------------------------------------------
 AA6824  Click here for local accuracies and other accuracy information.
 AA6824
 AA6824.The horizontal coordinates were established by GPS observations
 AA6824.and adjusted by the National Geodetic Survey in June 2012.
 AA6824
 AA6824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6824.been affixed to the stable North American tectonic plate. See 
 AA6824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6824
 AA6824.The horizontal coordinates are valid at the epoch date displayed above
 AA6824.which is a decimal equivalence of Year/Month/Day.
 AA6824
 AA6824.The orthometric height was determined by GPS observations and a
 AA6824.high-resolution geoid model.
 AA6824
 AA6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6824.GEOID18 height accuracy estimate available here.
 AA6824
 AA6824.Click photographs - Photos may exist for this station.
 AA6824
 AA6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6824
 AA6824.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6824
 AA6824.The ellipsoidal height was determined by GPS observations
 AA6824.and is referenced to NAD 83.
 AA6824
 AA6824. The following values were computed from the NAD 83(2011) position.
 AA6824
 AA6824;                    North         East     Units Scale Factor Converg.
 AA6824;SPC MI S     -    90,938.863 4,105,762.469   MT  0.99995665   +0 52 23.0
 AA6824;SPC MI S     -   298,355.85 13,470,349.31   iFT  0.99995665   +0 52 23.0
 AA6824;UTM  17      - 4,686,458.437   328,269.586   MT  0.99996287   -1 24 10.9
 AA6824
 AA6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6824!SPC MI S     -   0.99997750  x   0.99995665  =   0.99993415
 AA6824!UTM  17      -   0.99997750  x   0.99996287  =   0.99994037
 AA6824
 AA6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2826986458(NAD 83)
 AA6824
 AA6824                          SUPERSEDED SURVEY CONTROL
 AA6824
 AA6824  NAD 83(2007)-  42 18 41.17881(N)    083 05 01.48389(W) AD(2002.00) 0
 AA6824  ELLIP H (02/10/07)  143.437  (m)                       GP(2002.00)    
 AA6824  ELLIP H (07/12/02)  143.475  (m)                       GP(       ) 4 1
 AA6824  NAD 83(1994)-  42 18 41.17882(N)    083 05 01.48353(W) AD(       ) 1
 AA6824  ELLIP H (02/03/97)  143.513  (m)                       GP(       ) 4 1
 AA6824  NAD 83(1986)-  42 18 41.18416(N)    083 05 01.51358(W) AD(       ) 1
 AA6824
 AA6824.Superseded values are not recommended for survey control.
 AA6824
 AA6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6824.See file dsdata.pdf to determine how the superseded data were derived.
 AA6824
 AA6824_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6824_STAMPING: 10-3 1994
 AA6824_MARK LOGO: MI-163
 AA6824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6824+STABILITY: SURFACE MOTION
 AA6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6824+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6824
 AA6824  HISTORY     - Date     Condition        Report By
 AA6824  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6824  HISTORY     - 20011212 GOOD             INDIV
 AA6824  HISTORY     - 20031125 POOR             INDIV
 AA6824
 AA6824                          STATION DESCRIPTION
 AA6824
 AA6824'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6824'STATION IS LOCATED APPROXIMATLEY 3 MILESSOUTHWEST OF DOWTOWN DETROIT,
 AA6824'MICHIGAN ALONG RAILROAD TRACKS AT SWAIN STREET. TO REACH FROM THE
 AA6824'INTERSECTION OF INTERSTATE I-75 AND CLARK ROAD (EXIT 47-A) PROCEED
 AA6824'SOUTH ON CLARK ROAD 0.1 MILESTO FORT ROAD, THENCE GO EASTERLY  ON FORT
 AA6824'ROAD 0.25 MILESTO SWAIN STREET,  THENCE SOUTH ON SWAIN STREET 0.2
 AA6824'MILESTO THE RAILROAD TRACKS AND THE STATION ON THE SOUTHWEST QUADRANT
 AA6824'OF CROSSING. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN
 AA6824'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 AA6824'GROUND. THE SOUTH RAIL OF THE TRACK IS N 0 E, 7.84 FEET,  CENTERLINE
 AA6824'OF SWAIN STREET IS N 90 E, 38.41 FEET,  A POLE IS S 45 E, 34.75 FEET,
 AA6824'A POLE IS S 10 W, 13.22 FEET.
 AA6824
 AA6824                          STATION RECOVERY (2001)
 AA6824
 AA6824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6824'RECOVERED IN GOOD CONDITION.
 AA6824
 AA6824                          STATION RECOVERY (2003)
 AA6824
 AA6824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6824'UPPER PORTION OF CONCRETE MONUMENT IS DAMAGED, AND BRASS DISK WAS
 AA6824'FOUND LYING NEARBY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0721 ***********************************************************************
 NE0721  DESIGNATION -  10 B
 NE0721  PID         -  NE0721
 NE0721  STATE/COUNTY-  MI/WASHTENAW
 NE0721  COUNTRY     -  US
 NE0721  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE0721
 NE0721                         *CURRENT SURVEY CONTROL
 NE0721  ______________________________________________________________________
 NE0721* NAD 83(1986) POSITION- 42 19 51.23   (N) 083 44 07.10   (W)   HD_HELD1
 NE0721* NAVD 88 ORTHO HEIGHT -   284.716 (meters)      934.11  (feet) ADJUSTED
 NE0721  ______________________________________________________________________
 NE0721  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 NE0721  DYNAMIC HEIGHT  -        284.629 (meters)      933.82  (feet) COMP
 NE0721  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 NE0721
 NE0721  VERT ORDER      -  SECOND    CLASS 0
 NE0721
 NE0721.The horizontal coordinates were determined by differentially corrected
 NE0721.hand held GPS observations or other comparable positioning techniques
 NE0721.and have an estimated accuracy of +/- 3 meters.
 NE0721
 NE0721.The orthometric height was determined by differential leveling and
 NE0721.adjusted by the NATIONAL GEODETIC SURVEY
 NE0721.in June 1991.
 NE0721
 NE0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0721.GEOID18 height accuracy estimate available here.
 NE0721
 NE0721.Click photographs - Photos may exist for this station.
 NE0721
 NE0721.The dynamic height is computed by dividing the NAVD 88
 NE0721.geopotential number by the normal gravity value computed on the
 NE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0721.degrees latitude (g = 980.6199 gals.).
 NE0721
 NE0721.The modeled gravity was interpolated from observed gravity values.
 NE0721
 NE0721;                    North         East    Units  Estimated Accuracy
 NE0721;SPC MI S     -    92,489.5   4,052,034.0     MT  (+/- 3 meters HH1 GPS) 
 NE0721
 NE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7463790140(NAD 83)
 NE0721
 NE0721                          SUPERSEDED SURVEY CONTROL
 NE0721
 NE0721  NGVD 29 (??/??/92)  284.826  (m)          934.47   (f) ADJ UNCH    2 0
 NE0721
 NE0721.Superseded values are not recommended for survey control.
 NE0721
 NE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0721.See file dsdata.pdf to determine how the superseded data were derived.
 NE0721
 NE0721_MARKER: DD = SURVEY DISK
 NE0721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0721_STAMPING: 934.467 10 B
 NE0721_MARK LOGO: CGS+SS
 NE0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0721
 NE0721  HISTORY     - Date     Condition        Report By
 NE0721  HISTORY     - 1934     MONUMENTED       MIGS
 NE0721  HISTORY     - 1945     GOOD             CGS
 NE0721
 NE0721                          STATION DESCRIPTION
 NE0721
 NE0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NE0721'4.8 MI N FROM ANN ARBOR.
 NE0721'4.8 MILES NORTH ALONG THE ANN ABOR RAILROAD FROM THE STATION
 NE0721'AT ANN ARBOR, WASHTENAW COUNTY, 32 YARDS NORTH OF MILEPOST 50,
 NE0721'40.4 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF WARREN ROAD,
 NE0721'10.5 FEET NORTHEAST OF A CROSSING SIGN, 22 YARDS SOUTH OF THE
 NE0721'SOUTH END OF A SWITCH TO A SIDING, AND ABOUT 1 FOOT HIGHER THAN
 NE0721'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 934.467 10 B
 NE0721'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0034 ***********************************************************************
 QK0034  DESIGNATION -  10 RBC
 QK0034  PID         -  QK0034
 QK0034  STATE/COUNTY-  MI/CHIPPEWA
 QK0034  COUNTRY     -  US
 QK0034  USGS QUAD   -  PRENTISS BAY (2017)
 QK0034
 QK0034                         *CURRENT SURVEY CONTROL
 QK0034  ______________________________________________________________________
 QK0034* NAD 83(1986) POSITION- 45 59 09.     (N) 084 12 50.     (W)   SCALED
 QK0034* NAVD 88 ORTHO HEIGHT -   181.300 (meters)      594.82  (feet) ADJUSTED
 QK0034  ______________________________________________________________________
 QK0034  GEOID HEIGHT    -        -36.292 (meters)                     GEOID18
 QK0034  DYNAMIC HEIGHT  -        181.305 (meters)      594.83  (feet) COMP
 QK0034  MODELED GRAVITY -    980,638.4   (mgal)                       NAVD 88
 QK0034
 QK0034  VERT ORDER      -  FIRST     CLASS 0
 QK0034
 QK0034.The horizontal coordinates were scaled from a map and have
 QK0034.an estimated accuracy of +/- 6 seconds.
 QK0034
 QK0034.The orthometric height was determined by differential leveling and
 QK0034.adjusted by the NATIONAL GEODETIC SURVEY
 QK0034.in June 1991.
 QK0034
 QK0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0034.GEOID18 height accuracy estimate available here.
 QK0034
 QK0034.Click photographs - Photos may exist for this station.
 QK0034
 QK0034.The dynamic height is computed by dividing the NAVD 88
 QK0034.geopotential number by the normal gravity value computed on the
 QK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0034.degrees latitude (g = 980.6199 gals.).
 QK0034
 QK0034.The modeled gravity was interpolated from observed gravity values.
 QK0034
 QK0034;                    North         East    Units  Estimated Accuracy
 QK0034;SPC MI N     -   137,440.    8,215,810.      MT  (+/- 180 meters Scaled)
 QK0034
 QK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR157962(NAD 83)
 QK0034
 QK0034                          SUPERSEDED SURVEY CONTROL
 QK0034
 QK0034  NGVD 29 (??/??/92)  181.290  (m)          594.78   (f) ADJ UNCH    1 0
 QK0034
 QK0034.Superseded values are not recommended for survey control.
 QK0034
 QK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0034.See file dsdata.pdf to determine how the superseded data were derived.
 QK0034
 QK0034_MARKER: DB = BENCH MARK DISK
 QK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0034_STAMPING: 10 RBC 1958
 QK0034_MARK LOGO: USGS
 QK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0034+STABILITY: SURFACE MOTION
 QK0034
 QK0034  HISTORY     - Date     Condition        Report By
 QK0034  HISTORY     - 1958     MONUMENTED       USGS
 QK0034  HISTORY     - 1972     GOOD             USLS
 QK0034  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0034
 QK0034                          STATION DESCRIPTION
 QK0034
 QK0034'DESCRIBED BY US LAKE SURVEY 1972
 QK0034'8 MI E FROM CEDARVILLE.
 QK0034'10 RBC A BENCHMARK ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, IS IN
 QK0034'CHIPPEWA COUNTY, MICHIGAN, 8.0 MILES EAST FROM INTERSECTION
 QK0034'OF HIGHWAYS M-134 AND M-129 (MERIDIAN ROAD) IN CEDARVILLE, AT
 QK0034'THE SOUTHWEST CORNER OF SEC. 32, T42N, R2E, 77 FEET NORTH OF
 QK0034'CENTERLINE OF HIGHWAY M-134, 92.6 FEET WEST OF UTILITY POLE
 QK0034'NO. GT4/162 AND IN LINE WITH EAST-WEST POWER LINE, 24.0 FEET
 QK0034'SOUTH-SOUTHEAST OF AN 18 INCH PINE WITH A SIGN, BRANNER, 19 FEET
 QK0034'EAST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD 1/4-FOOT ABOVE THE
 QK0034'GROUND BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 QK0034'SET INTO 10-INCH SQUARE CONCRETE POST.  NOTE-- PREV. DESIG.
 QK0034'10 RBC 1958.
 QK0034
 QK0034                          STATION RECOVERY (1983)
 QK0034
 QK0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0034'NOT RECOVERED, ASSUMED KNOCKED OUT WHEN POWERLINE WAS CLEARED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1073 ***********************************************************************
 NF1073  DESIGNATION -  10 S
 NF1073  PID         -  NF1073
 NF1073  STATE/COUNTY-  MI/EATON
 NF1073  COUNTRY     -  US
 NF1073  USGS QUAD   -  NEEDMORE (2017)
 NF1073
 NF1073                         *CURRENT SURVEY CONTROL
 NF1073  ______________________________________________________________________
 NF1073* NAD 83(1986) POSITION- 42 41 52.     (N) 084 49 07.     (W)   SCALED
 NF1073* NAVD 88 ORTHO HEIGHT -   269.372 (meters)      883.76  (feet) ADJUSTED
 NF1073  ______________________________________________________________________
 NF1073  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 NF1073  DYNAMIC HEIGHT  -        269.290 (meters)      883.50  (feet) COMP
 NF1073  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NF1073
 NF1073  VERT ORDER      -  SECOND    CLASS II
 NF1073
 NF1073.The horizontal coordinates were scaled from a map and have
 NF1073.an estimated accuracy of +/- 6 seconds.
 NF1073
 NF1073.The orthometric height was determined by differential leveling and
 NF1073.adjusted by the NATIONAL GEODETIC SURVEY
 NF1073.in June 1991.
 NF1073
 NF1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1073.GEOID18 height accuracy estimate available here.
 NF1073
 NF1073.Click photographs - Photos may exist for this station.
 NF1073
 NF1073.The dynamic height is computed by dividing the NAVD 88
 NF1073.geopotential number by the normal gravity value computed on the
 NF1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1073.degrees latitude (g = 980.6199 gals.).
 NF1073
 NF1073.The modeled gravity was interpolated from observed gravity values.
 NF1073
 NF1073;                    North         East    Units  Estimated Accuracy
 NF1073;SPC MI S     -   133,150.    3,962,970.      MT  (+/- 180 meters Scaled)
 NF1073
 NF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN786295(NAD 83)
 NF1073
 NF1073                          SUPERSEDED SURVEY CONTROL
 NF1073
 NF1073  NGVD 29 (??/??/92)  269.494  (m)          884.16   (f) ADJ UNCH    2 2
 NF1073
 NF1073.Superseded values are not recommended for survey control.
 NF1073
 NF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1073.See file dsdata.pdf to determine how the superseded data were derived.
 NF1073
 NF1073_MARKER: DB = BENCH MARK DISK
 NF1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1073_STAMPING: 10 S 1945
 NF1073_MARK LOGO: USGS
 NF1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1073+STABILITY: SURFACE MOTION
 NF1073
 NF1073  HISTORY     - Date     Condition        Report By
 NF1073  HISTORY     - 1945     MONUMENTED       USGS
 NF1073  HISTORY     - 1976     GOOD             MIDH
 NF1073
 NF1073                          STATION DESCRIPTION
 NF1073
 NF1073'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1073'5.5 MI SW FROM GRAND LEDGE.
 NF1073'WEST OF BENTON ROAD AND NORTH OF PROJECTED STRANGE ROAD NEAR CORNER
 NF1073'COMMON TO SECTIONS 29,30,31,32 OF ONEIDA TOWNSHIP, 30 FT NORTH OF
 NF1073'TRAIL TO WEST, 30 FT WEST OF BENTON ROAD, 8 FT NORTH AND 4 FEET WEST
 NF1073'OF FENCE CORNER.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF1073'10 INCHES.  1 FEET BELOW BENTON ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8065 ***********************************************************************
 AA8065  CBN         -  This is a Cooperative Base Network Control Station.
 AA8065  DESIGNATION -  10 WPR
 AA8065  PID         -  AA8065
 AA8065  STATE/COUNTY-  MI/ST JOSEPH
 AA8065  COUNTRY     -  US
 AA8065  USGS QUAD   -  THREE RIVERS EAST (2017)
 AA8065
 AA8065                         *CURRENT SURVEY CONTROL
 AA8065  ______________________________________________________________________
 AA8065* NAD 83(2011) POSITION- 41 59 56.51817(N) 085 31 03.56046(W)   ADJUSTED
 AA8065* NAD 83(2011) ELLIP HT-   224.830 (meters)        (06/27/12)   ADJUSTED
 AA8065* NAD 83(2011) EPOCH   -  2010.00
 AA8065* NAVD 88 ORTHO HEIGHT -   257.9   (meters)      846.    (feet) GPS OBS
 AA8065  ______________________________________________________________________
 AA8065  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA8065  GEOID HEIGHT    -        -33.032 (meters)                     GEOID03
 AA8065  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 AA8065  NAD 83(2011) X  -    371,005.627 (meters)                     COMP
 AA8065  NAD 83(2011) Y  - -4,732,718.334 (meters)                     COMP
 AA8065  NAD 83(2011) Z  -  4,245,674.439 (meters)                     COMP
 AA8065  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 AA8065
 AA8065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8065  Standards:
 AA8065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8065  -------------------------------------------------------------------
 AA8065  NETWORK    0.53   1.18           0.25   0.17   0.60      0.05925121
 AA8065  -------------------------------------------------------------------
 AA8065  Click here for local accuracies and other accuracy information.
 AA8065
 AA8065.The horizontal coordinates were established by GPS observations
 AA8065.and adjusted by the National Geodetic Survey in June 2012.
 AA8065
 AA8065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8065.been affixed to the stable North American tectonic plate. See 
 AA8065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8065
 AA8065.The horizontal coordinates are valid at the epoch date displayed above
 AA8065.which is a decimal equivalence of Year/Month/Day.
 AA8065
 AA8065.The orthometric height was determined by GPS observations and a
 AA8065.high-resolution geoid model.
 AA8065
 AA8065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8065.GEOID18 height accuracy estimate available here.
 AA8065
 AA8065.Click photographs - Photos may exist for this station.
 AA8065
 AA8065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8065
 AA8065.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8065
 AA8065.The ellipsoidal height was determined by GPS observations
 AA8065.and is referenced to NAD 83.
 AA8065
 AA8065. The following values were computed from the NAD 83(2011) position.
 AA8065
 AA8065;                    North         East     Units Scale Factor Converg.
 AA8065;SPC MI S     -    56,084.423 3,904,638.785   MT  1.00002543   -0 46 59.8
 AA8065;SPC MI S     -   184,004.01 12,810,494.70   iFT  1.00002543   -0 46 59.8
 AA8065;UTM  16      - 4,650,731.598   622,767.548   MT  0.99978546   +0 59 31.2
 AA8065
 AA8065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8065!SPC MI S     -   0.99996474  x   1.00002543  =   0.99999017
 AA8065!UTM  16      -   0.99996474  x   0.99978546  =   0.99975021
 AA8065
 AA8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2276750731(NAD 83)
 AA8065
 AA8065                          SUPERSEDED SURVEY CONTROL
 AA8065
 AA8065  NAD 83(2007)-  41 59 56.51839(N)    085 31 03.56154(W) AD(2002.00) 0
 AA8065  ELLIP H (02/10/07)  224.838  (m)                       GP(2002.00)    
 AA8065  ELLIP H (07/12/02)  224.869  (m)                       GP(       ) 4 2
 AA8065  NAD 83(1994)-  41 59 56.51801(N)    085 31 03.56165(W) AD(       ) B
 AA8065  ELLIP H (09/20/95)  224.886  (m)                       GP(       ) 1 2
 AA8065  NAVD 88 (09/20/95)  258.0    (m)  GEOID93  model used  GPS OBS        
 AA8065
 AA8065.Superseded values are not recommended for survey control.
 AA8065
 AA8065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8065.See file dsdata.pdf to determine how the superseded data were derived.
 AA8065
 AA8065_MARKER: DD = SURVEY DISK
 AA8065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8065_STAMPING: 10 WPR 1965
 AA8065_MARK LOGO: USGS
 AA8065_PROJECTION: FLUSH
 AA8065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8065+STABILITY: SURFACE MOTION
 AA8065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8065+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 AA8065
 AA8065  HISTORY     - Date     Condition        Report By
 AA8065  HISTORY     - 1965     MONUMENTED       USGS
 AA8065  HISTORY     - 19940805 GOOD             NGS
 AA8065  HISTORY     - 20050526 GOOD             MIDT
 AA8065  HISTORY     - 20080818 GOOD             INDIV
 AA8065
 AA8065                          STATION DESCRIPTION
 AA8065
 AA8065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8065'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF CENTREVILLE, 3.5 MI
 AA8065'(5.6 KM) WEST OF MENDON, IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4
 AA8065'OF SECTION 30, T5S, R10W, MENDON TOWNSHIP, AND ON THE THREE RIVERS
 AA8065'EAST QUADRANGLE MAP.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 AA8065'60 AND NOTTAWA ROAD IN THE VILLAGE OF MENDON, GO WEST ON HIGHWAY 60
 AA8065'FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SILVER STREET.  TURN LEFT,
 AA8065'SOUTH, ON SILVER STREET AND GO 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 AA8065'HEIMBACH ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AA8065'INTERSECTION.  STATION IS 9.8 FT (3.0 M) SOUTHWEST FROM A GTE JUNCTION
 AA8065'BOX, 31.8 FT (9.7 M) WEST OF EXISTING CENTERLINE OF SILVER STREET,
 AA8065'37.0 FT (11.3 M) NORTH FROM A RAILROAD RAIL ANCHOR POST, 65 FT (19.8
 AA8065'M) NORTH OF THE CENTERLINE OF HEIMBACK ROAD AND IN THE REMAINS OF OLD
 AA8065'NORTH-SOUTH FENCE LINE.
 AA8065
 AA8065                          STATION RECOVERY (2005)
 AA8065
 AA8065'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 AA8065'STATION WAS RECOVERED AS DESCRIBED.
 AA8065
 AA8065                          STATION RECOVERY (2008)
 AA8065
 AA8065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DEM)
 AA8065'STATION IS 70.5 FEET NORTHWEST OF A MONUMENT BOX IN THE INTERSECTION
 AA8065'OF SILVER AND HIEMBACH ROADS
 AA8065'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0530 ***********************************************************************
 RJ0530  DESIGNATION -  10 WRM
 RJ0530  PID         -  RJ0530
 RJ0530  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0530  COUNTRY     -  US
 RJ0530  USGS QUAD   -  BLANEY PARK (2017)
 RJ0530
 RJ0530                         *CURRENT SURVEY CONTROL
 RJ0530  ______________________________________________________________________
 RJ0530* NAD 83(1986) POSITION- 46 02 10.     (N) 085 58 36.     (W)   SCALED
 RJ0530* NAVD 88 ORTHO HEIGHT -   201.917 (meters)      662.46  (feet) ADJUSTED
 RJ0530  ______________________________________________________________________
 RJ0530  GEOID HEIGHT    -        -35.079 (meters)                     GEOID18
 RJ0530  DYNAMIC HEIGHT  -        201.926 (meters)      662.49  (feet) COMP
 RJ0530  MODELED GRAVITY -    980,653.7   (mgal)                       NAVD 88
 RJ0530
 RJ0530  VERT ORDER      -  FIRST     CLASS 0
 RJ0530
 RJ0530.The horizontal coordinates were scaled from a map and have
 RJ0530.an estimated accuracy of +/- 6 seconds.
 RJ0530
 RJ0530.The orthometric height was determined by differential leveling and
 RJ0530.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0530.in June 1991.
 RJ0530
 RJ0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0530.GEOID18 height accuracy estimate available here.
 RJ0530
 RJ0530.Click photographs - Photos may exist for this station.
 RJ0530
 RJ0530.The dynamic height is computed by dividing the NAVD 88
 RJ0530.geopotential number by the normal gravity value computed on the
 RJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0530.degrees latitude (g = 980.6199 gals.).
 RJ0530
 RJ0530.The modeled gravity was interpolated from observed gravity values.
 RJ0530
 RJ0530;                    North         East    Units  Estimated Accuracy
 RJ0530;SPC MI N     -   139,750.    8,079,210.      MT  (+/- 180 meters Scaled)
 RJ0530
 RJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER791985(NAD 83)
 RJ0530
 RJ0530                          SUPERSEDED SURVEY CONTROL
 RJ0530
 RJ0530  NGVD 29 (??/??/92)  201.89   (m)          662.4    (f) COMPUTED    1 0
 RJ0530
 RJ0530.Superseded values are not recommended for survey control.
 RJ0530
 RJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0530.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0530
 RJ0530_MARKER: DD = SURVEY DISK
 RJ0530_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0530_SP_SET: CULVERT HEADWALL
 RJ0530_STAMPING: 10 WRM 1972
 RJ0530_MARK LOGO: USGS
 RJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0530+STABILITY: SURFACE MOTION
 RJ0530
 RJ0530  HISTORY     - Date     Condition        Report By
 RJ0530  HISTORY     - 1972     MONUMENTED       USGS
 RJ0530  HISTORY     - 1972     GOOD             NGS
 RJ0530  HISTORY     - 1979     GOOD             MIDH
 RJ0530  HISTORY     - 20021111 MARK NOT FOUND   USPSQD
 RJ0530
 RJ0530                          STATION DESCRIPTION
 RJ0530
 RJ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0530'3.8 MI NE FROM GULLIVER.
 RJ0530'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 RJ0530'OFFICE AT GULLIVER, ABOUT 0.4 MILE SOUTHWEST OF A GULF SERVICE
 RJ0530'STATION, 26.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RJ0530'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 RJ0530'HEADWALL FOR A PIPE CULVERT AND 1/2 FOOT BELOW THE LEVEL OF THE
 RJ0530'HIGHWAY.  SEC 18, T42N, R13W.
 RJ0530
 RJ0530                          STATION RECOVERY (1979)
 RJ0530
 RJ0530'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RJ0530'RECOVERED IN GOOD CONDITION.
 RJ0530
 RJ0530                          STATION RECOVERY (2002)
 RJ0530
 RJ0530'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0530'HIGHWAY HAS BEEN WIDENED AND CULVERT WITH DISK HAS BEEN REPLACED WITH
 RJ0530'A METAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0068 ***********************************************************************
 MD0068  DESIGNATION -  100
 MD0068  PID         -  MD0068
 MD0068  STATE/COUNTY-  MI/LENAWEE
 MD0068  COUNTRY     -  US
 MD0068  USGS QUAD   -  ADRIAN (2017)
 MD0068
 MD0068                         *CURRENT SURVEY CONTROL
 MD0068  ______________________________________________________________________
 MD0068* NAD 83(1986) POSITION- 41 53 58.7    (N) 084 02 15.5    (W)   HD_HELD2
 MD0068* NAVD 88 ORTHO HEIGHT -   235.587 (meters)      772.92  (feet) ADJUSTED
 MD0068  ______________________________________________________________________
 MD0068  GEOID HEIGHT    -        -34.881 (meters)                     GEOID18
 MD0068  DYNAMIC HEIGHT  -        235.496 (meters)      772.62  (feet) COMP
 MD0068  MODELED GRAVITY -    980,233.4   (mgal)                       NAVD 88
 MD0068
 MD0068  VERT ORDER      -  FIRST     CLASS II
 MD0068
 MD0068.The horizontal coordinates were established by autonomous hand held GPS
 MD0068.observations and have an estimated accuracy of +/- 10 meters.
 MD0068
 MD0068.The orthometric height was determined by differential leveling and
 MD0068.adjusted by the NATIONAL GEODETIC SURVEY
 MD0068.in June 1991.
 MD0068
 MD0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0068.GEOID18 height accuracy estimate available here.
 MD0068
 MD0068.Click photographs - Photos may exist for this station.
 MD0068
 MD0068.The dynamic height is computed by dividing the NAVD 88
 MD0068.geopotential number by the normal gravity value computed on the
 MD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0068.degrees latitude (g = 980.6199 gals.).
 MD0068
 MD0068.The modeled gravity was interpolated from observed gravity values.
 MD0068
 MD0068;                    North         East    Units  Estimated Accuracy
 MD0068;SPC MI S     -    44,446.    4,027,304.      MT  (+/- 10 meters HH2 GPS)
 MD0068
 MD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4573242877(NAD 83)
 MD0068
 MD0068                          SUPERSEDED SURVEY CONTROL
 MD0068
 MD0068  NGVD 29 (??/??/92)  235.724  (m)          773.37   (f) ADJ UNCH    2 0
 MD0068
 MD0068.Superseded values are not recommended for survey control.
 MD0068
 MD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0068.See file dsdata.pdf to determine how the superseded data were derived.
 MD0068
 MD0068_MARKER: Z = SEE DESCRIPTION
 MD0068_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0068_SP_SET: COLUMN FOOTING
 MD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0068+STABILITY: SURFACE MOTION
 MD0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0068+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 MD0068
 MD0068  HISTORY     - Date     Condition        Report By
 MD0068  HISTORY     - UNK      MONUMENTED       BNRR
 MD0068  HISTORY     - 1934     GOOD             CGS
 MD0068  HISTORY     - 20030604 GOOD             WILCOX
 MD0068  HISTORY     - 20080529 GOOD             COLEM
 MD0068  HISTORY     - 20120731 GOOD             GEOCAC
 MD0068
 MD0068                          STATION DESCRIPTION
 MD0068
 MD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0068'AT ADRIAN.
 MD0068'AT ADRIAN, LENAWEE COUNTY, AT THE NORTHEAST CORNER OF THE ADRIAN
 MD0068'STATE SAVINGS BANK IN THE EAST FACE OF A COLUMN FOOTING, 2.6 FEET
 MD0068'SOUTH OF THE NORTHEAST CORNER OF THE COLUMN, 11.3 FEET WEST OF
 MD0068'THE WEST CURB OF NORTH WINDER STREET, AND ABOUT 7 INCHES ABOVE
 MD0068'A SIDEWALK.  A BRONZE SQUARE, SET VERTICALLY.
 MD0068
 MD0068                          STATION RECOVERY (2003)
 MD0068
 MD0068'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (TT)
 MD0068'RECOVERED IN GOOD CONDITION.
 MD0068
 MD0068                          STATION RECOVERY (2008)
 MD0068
 MD0068'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 MD0068'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE REFERENCED
 MD0068'BANK IS NOW HUNTINGTON BANK.
 MD0068
 MD0068                          STATION RECOVERY (2012)
 MD0068
 MD0068'RECOVERY NOTE BY GEOCACHING 2012 (MTT)
 MD0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0137 ***********************************************************************
 OK0137  DESIGNATION -  100 1/2
 OK0137  PID         -  OK0137
 OK0137  STATE/COUNTY-  MI/CLINTON
 OK0137  COUNTRY     -  US
 OK0137  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0137
 OK0137                         *CURRENT SURVEY CONTROL
 OK0137  ______________________________________________________________________
 OK0137* NAD 83(1986) POSITION- 43 00 16.     (N) 084 36 14.     (W)   SCALED
 OK0137* NAVD 88 ORTHO HEIGHT -   228.290 (meters)      748.98  (feet) ADJUSTED
 OK0137  ______________________________________________________________________
 OK0137  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 OK0137  DYNAMIC HEIGHT  -        228.238 (meters)      748.81  (feet) COMP
 OK0137  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 OK0137
 OK0137  VERT ORDER      -  SECOND    CLASS 0
 OK0137
 OK0137.The horizontal coordinates were scaled from a map and have
 OK0137.an estimated accuracy of +/- 6 seconds.
 OK0137
 OK0137.The orthometric height was determined by differential leveling and
 OK0137.adjusted by the NATIONAL GEODETIC SURVEY
 OK0137.in June 1991.
 OK0137
 OK0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0137.GEOID18 height accuracy estimate available here.
 OK0137
 OK0137.Click photographs - Photos may exist for this station.
 OK0137
 OK0137.The dynamic height is computed by dividing the NAVD 88
 OK0137.geopotential number by the normal gravity value computed on the
 OK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0137.degrees latitude (g = 980.6199 gals.).
 OK0137
 OK0137.The modeled gravity was interpolated from observed gravity values.
 OK0137
 OK0137;                    North         East    Units  Estimated Accuracy
 OK0137;SPC MI S     -   167,140.    3,980,660.      MT  (+/- 180 meters Scaled)
 OK0137
 OK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN952640(NAD 83)
 OK0137
 OK0137                          SUPERSEDED SURVEY CONTROL
 OK0137
 OK0137  NGVD 29 (??/??/92)  228.431  (m)          749.44   (f) ADJ UNCH    2 0
 OK0137
 OK0137.Superseded values are not recommended for survey control.
 OK0137
 OK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0137.See file dsdata.pdf to determine how the superseded data were derived.
 OK0137
 OK0137_MARKER: B = BOLT
 OK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0137_STAMPING: BM 100 1/2
 OK0137_MARK LOGO: GTWRR
 OK0137_PROJECTION: FLUSH
 OK0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0137+STABILITY: SURFACE MOTION
 OK0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0137+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0137
 OK0137  HISTORY     - Date     Condition        Report By
 OK0137  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0137  HISTORY     - 1934     GOOD             CGS
 OK0137  HISTORY     - 19940624 POOR             LOCENG
 OK0137  HISTORY     - 20011211 GOOD             ROWEIN
 OK0137  HISTORY     - 20070605 GOOD             MIDT
 OK0137
 OK0137                          STATION DESCRIPTION
 OK0137
 OK0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0137'2.4 MI W FROM ST JOHNS.
 OK0137'2.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0137'STATION AT SAINT JOHNS, CLINTON COUNTY, 15 1/2 RAILS WEST OF A
 OK0137'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH
 OK0137'OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0137'STAMPED BM 100 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0137
 OK0137                          STATION RECOVERY (1994)
 OK0137
 OK0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0137'MEASURED 636 FT (193.9 M) WEST OF AIRPORT ROAD, FOUND DESCRIBED
 OK0137'MONUMENT, 2.0 FT (0.6 M) EXPOSED.  MONUMENT WAS RECENTLY DAMAGED AND
 OK0137'LEANS TO SOUTH.  MONUMENT IS 636.0 FT (193.9 M) WEST OF AIRPORT ROAD
 OK0137'AND 46.0 FT (14.0 M) NORTH OF THE RAIL.  PLACED CARSONITE MARKER NEXT
 OK0137'TO MONUMENT.
 OK0137
 OK0137                          STATION RECOVERY (2001)
 OK0137
 OK0137'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0137'FOUND BRASS DISK IN CONCRETE STAMPED BM 100 1/2. 640' WEST OF AIRPORT
 OK0137'ROAD CENTERLINE AND 45' NORTH OF RAILROAD BED. 4' NORTH OF EAST-WEST
 OK0137'FENCE. HOWEVER, MONUMENT ELEVATION DID NOT FIT WELL WITH NGS MONUMENT
 OK0137'B 110 (NAVD88) OR USGS MONUMENTS UE 743.5 AND 17 DDB 1964 733
 OK0137'(NGVD29).  NGVD29 VALUES OF B 110 CHECKED WITH USGS MONUMENTS.
 OK0137
 OK0137                          STATION RECOVERY (2007)
 OK0137
 OK0137'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0137'MARK IS PROTRUDING 18 CM (7 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 OK0137'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5510 ***********************************************************************
 AA5510  DESIGNATION -  1000
 AA5510  PID         -  AA5510
 AA5510  STATE/COUNTY-  MI/WASHTENAW
 AA5510  COUNTRY     -  US
 AA5510  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5510
 AA5510                         *CURRENT SURVEY CONTROL
 AA5510  ______________________________________________________________________
 AA5510* NAD 83(1986) POSITION- 42 17 27.     (N) 083 47 46.     (W)   SCALED
 AA5510* NAVD 88 ORTHO HEIGHT -   289.652 (meters)      950.30  (feet) ADJUSTED
 AA5510  ______________________________________________________________________
 AA5510  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 AA5510  DYNAMIC HEIGHT  -        289.560 (meters)      950.00  (feet) COMP
 AA5510  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 AA5510
 AA5510  VERT ORDER      -  SECOND    CLASS II
 AA5510
 AA5510.The horizontal coordinates were scaled from a map and have
 AA5510.an estimated accuracy of +/- 6 seconds.
 AA5510
 AA5510.The orthometric height was determined by differential leveling and
 AA5510.adjusted by the NATIONAL GEODETIC SURVEY
 AA5510.in August 1995.
 AA5510
 AA5510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5510.GEOID18 height accuracy estimate available here.
 AA5510
 AA5510.Click photographs - Photos may exist for this station.
 AA5510
 AA5510.The dynamic height is computed by dividing the NAVD 88
 AA5510.geopotential number by the normal gravity value computed on the
 AA5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5510.degrees latitude (g = 980.6199 gals.).
 AA5510
 AA5510.The modeled gravity was interpolated from observed gravity values.
 AA5510
 AA5510;                    North         East    Units  Estimated Accuracy
 AA5510;SPC MI S     -    88,000.    4,047,050.      MT  (+/- 180 meters Scaled)
 AA5510
 AA5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG694858(NAD 83)
 AA5510
 AA5510                          SUPERSEDED SURVEY CONTROL
 AA5510
 AA5510.No superseded survey control is available for this station.
 AA5510
 AA5510_MARKER: DD = SURVEY DISK
 AA5510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5510_SP_SET: SIDEWALK
 AA5510_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1000
 AA5510_MARK LOGO: MI0150
 AA5510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5510+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 AA5510
 AA5510  HISTORY     - Date     Condition        Report By
 AA5510  HISTORY     - 1972     MONUMENTED       MI0150
 AA5510  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AA5510  HISTORY     - 20160524 GOOD             MIDT
 AA5510
 AA5510                          STATION DESCRIPTION
 AA5510
 AA5510'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5510'STATION 1000 IS LOCATED ON THE NORTHERLY SIDE OF DEXTER ROAD, EASTERLY
 AA5510'OF M-14, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 24, SCIO
 AA5510'TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED
 AA5510'2.5 FT (0.8 M) NORTHERLY OF THE NORTHERLY BACK OF CURB ALONG THE
 AA5510'NORTHERLY SIDE OF DEXTER ROAD AND 2.5 FT (0.8 M) EASTERLY OF THE
 AA5510'EASTERLY EDGE OF THE BRIDGE OVER M-14. SAID STATION IS A VERTICAL
 AA5510'CONTROL POINT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN
 AA5510'ARBOR BRASS DISC, WHICH IS SET FLUSH WITH THE TOP OF THE CONCRETE WALK
 AA5510'OF THE AFOREMENTIONED BRIDGE. THE POINT WAS SET BY THE CITY OF ANN
 AA5510'ARBOR IN 1972.
 AA5510
 AA5510                          STATION RECOVERY (2001)
 AA5510
 AA5510'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAB)
 AA5510'MAY HAVE BEEN DESTROYED - BY RECONSTRUCTION OF HIGHWAY M-14
 AA5510
 AA5510                          STATION RECOVERY (2016)
 AA5510
 AA5510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AA5510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5511 ***********************************************************************
 AA5511  DESIGNATION -  1001
 AA5511  PID         -  AA5511
 AA5511  STATE/COUNTY-  MI/WASHTENAW
 AA5511  COUNTRY     -  US
 AA5511  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5511
 AA5511                         *CURRENT SURVEY CONTROL
 AA5511  ______________________________________________________________________
 AA5511* NAD 83(1986) POSITION- 42 17 19.     (N) 083 47 24.     (W)   SCALED
 AA5511* NAVD 88 ORTHO HEIGHT -   285.503 (meters)      936.69  (feet) ADJUSTED
 AA5511  ______________________________________________________________________
 AA5511  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 AA5511  DYNAMIC HEIGHT  -        285.413 (meters)      936.39  (feet) COMP
 AA5511  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 AA5511
 AA5511  VERT ORDER      -  SECOND    CLASS II
 AA5511
 AA5511.The horizontal coordinates were scaled from a map and have
 AA5511.an estimated accuracy of +/- 6 seconds.
 AA5511
 AA5511.The orthometric height was determined by differential leveling and
 AA5511.adjusted by the NATIONAL GEODETIC SURVEY
 AA5511.in August 1995.
 AA5511
 AA5511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5511.GEOID18 height accuracy estimate available here.
 AA5511
 AA5511.Click photographs - Photos may exist for this station.
 AA5511
 AA5511.The dynamic height is computed by dividing the NAVD 88
 AA5511.geopotential number by the normal gravity value computed on the
 AA5511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5511.degrees latitude (g = 980.6199 gals.).
 AA5511
 AA5511.The modeled gravity was interpolated from observed gravity values.
 AA5511
 AA5511;                    North         East    Units  Estimated Accuracy
 AA5511;SPC MI S     -    87,760.    4,047,560.      MT  (+/- 180 meters Scaled)
 AA5511
 AA5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG699855(NAD 83)
 AA5511
 AA5511                          SUPERSEDED SURVEY CONTROL
 AA5511
 AA5511.No superseded survey control is available for this station.
 AA5511
 AA5511_MARKER: DD = SURVEY DISK
 AA5511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5511_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1001
 AA5511_MARK LOGO: MI0150
 AA5511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5511+STABILITY: SURFACE MOTION
 AA5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5511+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2016
 AA5511
 AA5511  HISTORY     - Date     Condition        Report By
 AA5511  HISTORY     - 1993     MONUMENTED       MI0150
 AA5511  HISTORY     - 20010324 GOOD             USPSQD
 AA5511  HISTORY     - 20160510 GOOD             MI0150
 AA5511  HISTORY     - 20160526 MARK NOT FOUND   MIDT
 AA5511
 AA5511                          STATION DESCRIPTION
 AA5511
 AA5511'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5511'STATION 1001 IS LOCATED AT THE SOUTHEAST CORNER OF DEXTER ROAD AND
 AA5511'PARKWOOD STREET, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5511'24, SCIO TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5511'LOCATED 11 FT (3.4 M) SOUTHEAST OF THE EDGE OF ASPHALT ALONG THE
 AA5511'EASTERLY SIDE OF PARKWOOD STREET AND 17 FT (5.2 M) SOUTHWEST OF THE
 AA5511'EDGE OF ASPHALT ALONG THE SOUTHERLY SIDE OF DEXTER ROAD. SAID STATION
 AA5511'IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF
 AA5511'THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL
 AA5511'II AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5511'ARBOR IN 1993.
 AA5511
 AA5511                          STATION RECOVERY (2001)
 AA5511
 AA5511'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAB)
 AA5511'RECOVERED AS DESCRIBED.
 AA5511
 AA5511                          STATION RECOVERY (2016)
 AA5511
 AA5511'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5511'RECOVERED IN GOOD CONDITION.
 AA5511
 AA5511                          STATION RECOVERY (2016)
 AA5511
 AA5511'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AA5511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1374 ***********************************************************************
 RL1374  DESIGNATION -  1001.7
 RL1374  PID         -  RL1374
 RL1374  STATE/COUNTY-  MI/ONTONAGON
 RL1374  COUNTRY     -  US
 RL1374  USGS QUAD   -  BERGLAND NE (2017)
 RL1374
 RL1374                         *CURRENT SURVEY CONTROL
 RL1374  ______________________________________________________________________
 RL1374* NAD 83(1986) POSITION- 46 43 24.     (N) 089 33 46.     (W)   SCALED
 RL1374* NAVD 88 ORTHO HEIGHT -   305.346 (meters)     1001.79  (feet) ADJUSTED
 RL1374  ______________________________________________________________________
 RL1374  GEOID HEIGHT    -        -30.913 (meters)                     GEOID18
 RL1374  DYNAMIC HEIGHT  -        305.384 (meters)     1001.91  (feet) COMP
 RL1374  MODELED GRAVITY -    980,728.7   (mgal)                       NAVD 88
 RL1374
 RL1374  VERT ORDER      -  SECOND    CLASS 0
 RL1374
 RL1374.The horizontal coordinates were scaled from a map and have
 RL1374.an estimated accuracy of +/- 6 seconds.
 RL1374
 RL1374.The orthometric height was determined by differential leveling and
 RL1374.adjusted by the NATIONAL GEODETIC SURVEY
 RL1374.in June 1991.
 RL1374
 RL1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1374.GEOID18 height accuracy estimate available here.
 RL1374
 RL1374.Click photographs - Photos may exist for this station.
 RL1374
 RL1374.The dynamic height is computed by dividing the NAVD 88
 RL1374.geopotential number by the normal gravity value computed on the
 RL1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1374.degrees latitude (g = 980.6199 gals.).
 RL1374
 RL1374.The modeled gravity was interpolated from observed gravity values.
 RL1374
 RL1374;                    North         East    Units  Estimated Accuracy
 RL1374;SPC MI N     -   218,790.    7,804,130.      MT  (+/- 180 meters Scaled)
 RL1374
 RL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041776(NAD 83)
 RL1374
 RL1374                          SUPERSEDED SURVEY CONTROL
 RL1374
 RL1374  NGVD 29 (??/??/92)  305.372  (m)         1001.87   (f) ADJ UNCH    2 0
 RL1374
 RL1374.Superseded values are not recommended for survey control.
 RL1374
 RL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1374.See file dsdata.pdf to determine how the superseded data were derived.
 RL1374
 RL1374_MARKER: B = BOLT
 RL1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1374_SP_SET: HEMLOCK TREE ROOT
 RL1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1374
 RL1374  HISTORY     - Date     Condition        Report By
 RL1374  HISTORY     - UNK      MONUMENTED       USGS
 RL1374  HISTORY     - 1948     GOOD             CGS
 RL1374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1374  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1374  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1374
 RL1374                          STATION DESCRIPTION
 RL1374
 RL1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1374'2.2 MI S FROM WHITE PINE.
 RL1374'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1374'AT WHITE PINE, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RL1374'22 FEET NORTH OF THE WEST END OF A 15-INCH PIPE CULVERT UNDER
 RL1374'HIGHWAY AND SET IN THE SOUTH ROOT OF A TRIANGULAR BLAZED 14-INCH
 RL1374'HEMLOCK TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1374
 RL1374                          STATION RECOVERY (1987)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1374'MARK NOT FOUND.
 RL1374
 RL1374                          STATION RECOVERY (1995)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1374'MARK NOT FOUND.
 RL1374
 RL1374                          STATION RECOVERY (2004)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5396 ***********************************************************************
 AA5396  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5396  DESIGNATION -  10012
 AA5396  PID         -  AA5396
 AA5396  STATE/COUNTY-  MI/OAKLAND
 AA5396  COUNTRY     -  US
 AA5396  USGS QUAD   -  ROMEO (2017)
 AA5396
 AA5396                         *CURRENT SURVEY CONTROL
 AA5396  ______________________________________________________________________
 AA5396* NAD 83(2011) POSITION- 42 48 01.55655(N) 083 05 58.97210(W)   ADJUSTED
 AA5396* NAD 83(2011) ELLIP HT-   239.491 (meters)        (06/27/12)   ADJUSTED
 AA5396* NAD 83(2011) EPOCH   -  2010.00
 AA5396* NAVD 88 ORTHO HEIGHT -   274.38  (meters)      900.2   (feet) GPS OBS
 AA5396  ______________________________________________________________________
 AA5396  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA5396  GEOID HEIGHT    -        -34.794 (meters)                     GEOID03
 AA5396  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 AA5396  NAD 83(2011) X  -    563,131.073 (meters)                     COMP
 AA5396  NAD 83(2011) Y  - -4,653,270.008 (meters)                     COMP
 AA5396  NAD 83(2011) Z  -  4,311,423.978 (meters)                     COMP
 AA5396  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 AA5396
 AA5396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5396  Standards:
 AA5396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5396  -------------------------------------------------------------------
 AA5396  NETWORK    0.26   0.43           0.12   0.09   0.22     -0.00264657
 AA5396  -------------------------------------------------------------------
 AA5396  Click here for local accuracies and other accuracy information.
 AA5396
 AA5396.The horizontal coordinates were established by GPS observations
 AA5396.and adjusted by the National Geodetic Survey in June 2012.
 AA5396
 AA5396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5396.been affixed to the stable North American tectonic plate. See 
 AA5396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5396
 AA5396.The horizontal coordinates are valid at the epoch date displayed above
 AA5396.which is a decimal equivalence of Year/Month/Day.
 AA5396
 AA5396.The orthometric height was determined by GPS observations and a
 AA5396.high-resolution geoid model using precise GPS observation and
 AA5396.processing techniques.
 AA5396
 AA5396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5396.GEOID18 height accuracy estimate available here.
 AA5396
 AA5396.Click photographs - Photos may exist for this station.
 AA5396
 AA5396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5396
 AA5396.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5396
 AA5396.The ellipsoidal height was determined by GPS observations
 AA5396.and is referenced to NAD 83.
 AA5396
 AA5396. The following values were computed from the NAD 83(2011) position.
 AA5396
 AA5396;                    North         East     Units Scale Factor Converg.
 AA5396;SPC MI S     -   145,228.213 4,103,628.773   MT  0.99990796   +0 51 43.9
 AA5396;SPC MI S     -   476,470.52 13,463,348.99   iFT  0.99990796   +0 51 43.9
 AA5396;UTM  17      - 4,740,791.674   328,299.875   MT  0.99996270   -1 25 37.2
 AA5396
 AA5396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5396!SPC MI S     -   0.99996244  x   0.99990796  =   0.99987041
 AA5396!UTM  17      -   0.99996244  x   0.99996270  =   0.99992514
 AA5396
 AA5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2829940791(NAD 83)
 AA5396
 AA5396                          SUPERSEDED SURVEY CONTROL
 AA5396
 AA5396  NAD 83(2007)-  42 48 01.55640(N)    083 05 58.97308(W) AD(2002.00) 0
 AA5396  ELLIP H (02/10/07)  239.492  (m)                       GP(2002.00)    
 AA5396  ELLIP H (07/12/02)  239.525  (m)                       GP(       ) 4 1
 AA5396  NAD 83(1994)-  42 48 01.55648(N)    083 05 58.97332(W) AD(       ) 1
 AA5396  ELLIP H (02/03/97)  239.536  (m)                       GP(       ) 4 1
 AA5396  NAD 83(1986)-  42 48 01.55989(N)    083 05 59.00422(W) AD(       ) 1
 AA5396  NAVD 88 (04/30/95)  274.2    (m)  GEOID93  model used  GPS OBS        
 AA5396
 AA5396.Superseded values are not recommended for survey control.
 AA5396
 AA5396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5396.See file dsdata.pdf to determine how the superseded data were derived.
 AA5396
 AA5396_MARKER: DD = SURVEY DISK
 AA5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5396_STAMPING: 10012
 AA5396_MARK LOGO: MI-125
 AA5396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5396+STABILITY: SURFACE MOTION
 AA5396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5396+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 AA5396
 AA5396  HISTORY     - Date     Condition        Report By
 AA5396  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5396  HISTORY     - 20060103 POOR             INDIV
 AA5396  HISTORY     - 20060422 GOOD             MIDT
 AA5396
 AA5396                          STATION DESCRIPTION
 AA5396
 AA5396'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5396'M-24 TO DRAHNER ROAD, THENCE EAST 4.97 MILES (8.00 KM) ALONG DRAHNER
 AA5396'ROAD TO WALKER ROAD, THENCE SOUTH 1 MILE (1.6 KM) ALONG WALKER ROAD TO
 AA5396'ROMEO ROAD, THENCE EAST 3.0 MILES (4.8 KM) ALONG ROMEO ROAD TO THE
 AA5396'MONUMENT AT THE SOUTHWEST INTERSECTION OF ROMEO AND DEQUINDRE ROADS.
 AA5396'THE MONUMENT IS 38 FEET (11.6 M) SOUTH OF THE CENTERLINE OF ROMEO
 AA5396'ROAD, 76 FEET (23.2 M) WEST OF THE CENTERLINE OF DEQUINDRE ROAD, 57.3
 AA5396'FEET (17.5 M) EAST OF A TELEPHONE POLE, 103 FEET (31.4 M) WEST
 AA5396'NORTHWEST OF A POWER POLE, 95 FEET (29.0 M) SOUTHWEST OF A POWER POLE,
 AA5396'86.5 FEET (26.4 M) SOUTHWEST OF THE SOUTHEAST CORNER OF SECTION 36
 AA5396'ADDISON TOWNSHIP, AND 3 FEET (0.9 M) LOWER THAN ROMEO ROAD.
 AA5396
 AA5396                          STATION RECOVERY (2006)
 AA5396
 AA5396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5396'MARK RECOVERED IN POOR CONDITION.
 AA5396
 AA5396                          STATION RECOVERY (2006)
 AA5396
 AA5396'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5396'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION 0.61
 AA5396'METERS (2.0 FEET) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5512 ***********************************************************************
 AA5512  DESIGNATION -  1002
 AA5512  PID         -  AA5512
 AA5512  STATE/COUNTY-  MI/WASHTENAW
 AA5512  COUNTRY     -  US
 AA5512  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5512
 AA5512                         *CURRENT SURVEY CONTROL
 AA5512  ______________________________________________________________________
 AA5512* NAD 83(1986) POSITION- 42 16 49.     (N) 083 46 47.     (W)   SCALED
 AA5512* NAVD 88 ORTHO HEIGHT -   287.983 (meters)      944.82  (feet) ADJUSTED
 AA5512  ______________________________________________________________________
 AA5512  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 AA5512  DYNAMIC HEIGHT  -        287.891 (meters)      944.52  (feet) COMP
 AA5512  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 AA5512
 AA5512  VERT ORDER      -  SECOND    CLASS II
 AA5512
 AA5512.The horizontal coordinates were scaled from a map and have
 AA5512.an estimated accuracy of +/- 6 seconds.
 AA5512
 AA5512.The orthometric height was determined by differential leveling and
 AA5512.adjusted by the NATIONAL GEODETIC SURVEY
 AA5512.in August 1995.
 AA5512
 AA5512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5512.GEOID18 height accuracy estimate available here.
 AA5512
 AA5512.Click photographs - Photos may exist for this station.
 AA5512
 AA5512.The dynamic height is computed by dividing the NAVD 88
 AA5512.geopotential number by the normal gravity value computed on the
 AA5512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5512.degrees latitude (g = 980.6199 gals.).
 AA5512
 AA5512.The modeled gravity was interpolated from observed gravity values.
 AA5512
 AA5512;                    North         East    Units  Estimated Accuracy
 AA5512;SPC MI S     -    86,840.    4,048,410.      MT  (+/- 180 meters Scaled)
 AA5512
 AA5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG707846(NAD 83)
 AA5512
 AA5512                          SUPERSEDED SURVEY CONTROL
 AA5512
 AA5512.No superseded survey control is available for this station.
 AA5512
 AA5512_MARKER: DD = SURVEY DISK
 AA5512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5512_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1002
 AA5512_MARK LOGO: MI0150
 AA5512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5512+STABILITY: SURFACE MOTION
 AA5512
 AA5512  HISTORY     - Date     Condition        Report By
 AA5512  HISTORY     - 1972     MONUMENTED       MI0150
 AA5512  HISTORY     - 20160510 MARK NOT FOUND   MI0150
 AA5512
 AA5512                          STATION DESCRIPTION
 AA5512
 AA5512'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5512'STATION 1002 IS LOCATED AT THE SOUTHEAST CORNER OF S. MAPLE ROAD AND
 AA5512'JACKSON AVENUE, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 30,
 AA5512'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5512'LOCATED 7.5 FT (2.3 M) SOUTHERLY OF THE SOUTHERLY EDGE OF THE 5 FT
 AA5512'(1.5 M) CONCRETE WALK ALONG THE SOUTHERLY SIDE OF JACKSON AVENUE AND
 AA5512'0.85 FT (0.26 M) EASTERLY OF THE EASTERLY EDGE OF THE 5 FT (1.5 M)
 AA5512'CONCRETE WALK ALONG THE EASTERLY SIDE OF SOUTH MAPLE ROAD. SAID
 AA5512'STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972
 AA5512'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE
 AA5512'PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5512'CITY OF ANN ARBOR IN 1972.
 AA5512
 AA5512                          STATION RECOVERY (2016)
 AA5512
 AA5512'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5513 ***********************************************************************
 AA5513  DESIGNATION -  1003
 AA5513  PID         -  AA5513
 AA5513  STATE/COUNTY-  MI/WASHTENAW
 AA5513  COUNTRY     -  US
 AA5513  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5513
 AA5513                         *CURRENT SURVEY CONTROL
 AA5513  ______________________________________________________________________
 AA5513* NAD 83(1986) POSITION- 42 17 04.     (N) 083 46 47.     (W)   SCALED
 AA5513* NAVD 88 ORTHO HEIGHT -   283.717 (meters)      930.83  (feet) ADJUSTED
 AA5513  ______________________________________________________________________
 AA5513  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 AA5513  DYNAMIC HEIGHT  -        283.627 (meters)      930.53  (feet) COMP
 AA5513  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 AA5513
 AA5513  VERT ORDER      -  SECOND    CLASS II
 AA5513
 AA5513.The horizontal coordinates were scaled from a map and have
 AA5513.an estimated accuracy of +/- 6 seconds.
 AA5513
 AA5513.The orthometric height was determined by differential leveling and
 AA5513.adjusted by the NATIONAL GEODETIC SURVEY
 AA5513.in August 1995.
 AA5513
 AA5513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5513.GEOID18 height accuracy estimate available here.
 AA5513
 AA5513.Click photographs - Photos may exist for this station.
 AA5513
 AA5513.The dynamic height is computed by dividing the NAVD 88
 AA5513.geopotential number by the normal gravity value computed on the
 AA5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5513.degrees latitude (g = 980.6199 gals.).
 AA5513
 AA5513.The modeled gravity was interpolated from observed gravity values.
 AA5513
 AA5513;                    North         East    Units  Estimated Accuracy
 AA5513;SPC MI S     -    87,300.    4,048,410.      MT  (+/- 180 meters Scaled)
 AA5513
 AA5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG708851(NAD 83)
 AA5513
 AA5513                          SUPERSEDED SURVEY CONTROL
 AA5513
 AA5513.No superseded survey control is available for this station.
 AA5513
 AA5513_MARKER: DD = SURVEY DISK
 AA5513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5513_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1003
 AA5513_MARK LOGO: MI0150
 AA5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5513+STABILITY: SURFACE MOTION
 AA5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5513+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2016
 AA5513
 AA5513  HISTORY     - Date     Condition        Report By
 AA5513  HISTORY     - 1972     MONUMENTED       MI0150
 AA5513  HISTORY     - 20160510 GOOD             MI0150
 AA5513  HISTORY     - 20160526 MARK NOT FOUND   MIDT
 AA5513
 AA5513                          STATION DESCRIPTION
 AA5513
 AA5513'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5513'STATION 1003 IS LOCATED IN THE NORTHWEST CORNER OF VETERANS MEMORIAL
 AA5513'PARK ON NORTH MAPLE ROAD AT DEXTER AVENUE, SAID STATION BEING IN THE
 AA5513'NORTHWEST 1/4 OF SECTION 30, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN
 AA5513'ARBOR, MICHIGAN. THE STATION IS LOCATED 117 FT (35.7 M) SOUTH OF THE
 AA5513'SOUTH BACK OF CURB ALONG DEXTER AVENUE AND 17.1 FT (5.2 M) EAST OF THE
 AA5513'EAST BACK OF CURB ALONG THE EAST SIDE OF NORTH MAPLE ROAD. SAID
 AA5513'STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972
 AA5513'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE
 AA5513'PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5513'CITY OF ANN ARBOR IN 1972.
 AA5513
 AA5513                          STATION RECOVERY (2016)
 AA5513
 AA5513'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5513'RECOVERED IN GOOD CONDITION.
 AA5513
 AA5513                          STATION RECOVERY (2016)
 AA5513
 AA5513'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AA5513'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5514 ***********************************************************************
 AA5514  DESIGNATION -  1004
 AA5514  PID         -  AA5514
 AA5514  STATE/COUNTY-  MI/WASHTENAW
 AA5514  COUNTRY     -  US
 AA5514  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5514
 AA5514                         *CURRENT SURVEY CONTROL
 AA5514  ______________________________________________________________________
 AA5514* NAD 83(1986) POSITION- 42 15 54.     (N) 083 46 45.     (W)   SCALED
 AA5514* NAVD 88 ORTHO HEIGHT -   297.538 (meters)      976.17  (feet) ADJUSTED
 AA5514  ______________________________________________________________________
 AA5514  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 AA5514  DYNAMIC HEIGHT  -        297.443 (meters)      975.86  (feet) COMP
 AA5514  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 AA5514
 AA5514  VERT ORDER      -  SECOND    CLASS II
 AA5514
 AA5514.The horizontal coordinates were scaled from a map and have
 AA5514.an estimated accuracy of +/- 6 seconds.
 AA5514
 AA5514.The orthometric height was determined by differential leveling and
 AA5514.adjusted by the NATIONAL GEODETIC SURVEY
 AA5514.in August 1995.
 AA5514
 AA5514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5514.GEOID18 height accuracy estimate available here.
 AA5514
 AA5514.Click photographs - Photos may exist for this station.
 AA5514
 AA5514.The dynamic height is computed by dividing the NAVD 88
 AA5514.geopotential number by the normal gravity value computed on the
 AA5514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5514.degrees latitude (g = 980.6199 gals.).
 AA5514
 AA5514.The modeled gravity was interpolated from observed gravity values.
 AA5514
 AA5514;                    North         East    Units  Estimated Accuracy
 AA5514;SPC MI S     -    85,140.    4,048,470.      MT  (+/- 180 meters Scaled)
 AA5514
 AA5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG707829(NAD 83)
 AA5514
 AA5514                          SUPERSEDED SURVEY CONTROL
 AA5514
 AA5514.No superseded survey control is available for this station.
 AA5514
 AA5514_MARKER: DD = SURVEY DISK
 AA5514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5514_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1004
 AA5514_MARK LOGO: MI0150
 AA5514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5514+STABILITY: SURFACE MOTION
 AA5514
 AA5514  HISTORY     - Date     Condition        Report By
 AA5514  HISTORY     - 1993     MONUMENTED       MI0150
 AA5514  HISTORY     - 20160510 MARK NOT FOUND   MI0150
 AA5514
 AA5514                          STATION DESCRIPTION
 AA5514
 AA5514'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5514'STATION 1004 IS LOCATED AT THE SOUTHEAST CORNER OF SOUTH MAPLE ROAD
 AA5514'AND PAULINE BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5514'SECTION 31, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5514'THE STATION IS LOCATED 1.0 FT (0.3 M) EAST OF THE EAST EDGE OF THE 5
 AA5514'FT (1.5 M) CONCRETE WALK ALONG THE EAST SIDE OF SOUTH MAPLE ROAD AND
 AA5514'1.0 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5514'WALK ALONG THE SOUTH SIDE OF PAULINE BOULEVARD. SAID STATION IS A
 AA5514'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDTION OF THE
 AA5514'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II
 AA5514'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5514'ARBOR IN 1993.
 AA5514
 AA5514                          STATION RECOVERY (2016)
 AA5514
 AA5514'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5515 ***********************************************************************
 AA5515  DESIGNATION -  1005
 AA5515  PID         -  AA5515
 AA5515  STATE/COUNTY-  MI/WASHTENAW
 AA5515  COUNTRY     -  US
 AA5515  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5515
 AA5515                         *CURRENT SURVEY CONTROL
 AA5515  ______________________________________________________________________
 AA5515* NAD 83(1986) POSITION- 42 15 23.     (N) 083 46 38.     (W)   SCALED
 AA5515* NAVD 88 ORTHO HEIGHT -   292.399 (meters)      959.31  (feet) ADJUSTED
 AA5515  ______________________________________________________________________
 AA5515  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 AA5515  DYNAMIC HEIGHT  -        292.305 (meters)      959.00  (feet) COMP
 AA5515  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 AA5515
 AA5515  VERT ORDER      -  SECOND    CLASS II
 AA5515
 AA5515.The horizontal coordinates were scaled from a map and have
 AA5515.an estimated accuracy of +/- 6 seconds.
 AA5515
 AA5515.The orthometric height was determined by differential leveling and
 AA5515.adjusted by the NATIONAL GEODETIC SURVEY
 AA5515.in August 1995.
 AA5515
 AA5515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5515.GEOID18 height accuracy estimate available here.
 AA5515
 AA5515.Click photographs - Photos may exist for this station.
 AA5515
 AA5515.The dynamic height is computed by dividing the NAVD 88
 AA5515.geopotential number by the normal gravity value computed on the
 AA5515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5515.degrees latitude (g = 980.6199 gals.).
 AA5515
 AA5515.The modeled gravity was interpolated from observed gravity values.
 AA5515
 AA5515;                    North         East    Units  Estimated Accuracy
 AA5515;SPC MI S     -    84,190.    4,048,640.      MT  (+/- 180 meters Scaled)
 AA5515
 AA5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG709819(NAD 83)
 AA5515
 AA5515                          SUPERSEDED SURVEY CONTROL
 AA5515
 AA5515.No superseded survey control is available for this station.
 AA5515
 AA5515_MARKER: DD = SURVEY DISK
 AA5515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5515_SP_SET: SIDEWALK
 AA5515_STAMPING: 1005
 AA5515_MARK LOGO: MI0150
 AA5515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5515+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 AA5515
 AA5515  HISTORY     - Date     Condition        Report By
 AA5515  HISTORY     - 1972     MONUMENTED       MI0150
 AA5515  HISTORY     - 20200902 GOOD             SWFWMD
 AA5515
 AA5515                          STATION DESCRIPTION
 AA5515
 AA5515'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5515'STATION 1005 IS LOCATED ON THE NORTH SIDE OF SCIO CHURCH ROAD, EAST OF
 AA5515'THE I-94 BRIDGE, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5515'31, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5515'STATION IS LOCATED 0.6 FT (0.2 M) NORTH OF THE NORTH FACE OF CURB
 AA5515'ALONG THE NORTH SIDE OF SCIO CHURCH ROAD AND 19.5 FT (5.9 M) WEST OF
 AA5515'THE EAST SIDE OF THE EASTERNMOST CONCRETE RAIL POST TO THE BRIDGE OVER
 AA5515'I-94. SAID STATION IS A VERTICAL CONTROL POINT AND IS DESCRIBED AS THE
 AA5515'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET FLUSH
 AA5515'WITH THE TOP OF THE CONCRETE WALK OF THE AFOREMENTIONED BRIDGE. THIS
 AA5515'POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5515
 AA5515                          STATION RECOVERY (2020)
 AA5515
 AA5515'RECOVERY NOTE BY SW FL WTR MGMT DIST 2020 (WKH)
 AA5515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5516 ***********************************************************************
 AA5516  DESIGNATION -  1006
 AA5516  PID         -  AA5516
 AA5516  STATE/COUNTY-  MI/WASHTENAW
 AA5516  COUNTRY     -  US
 AA5516  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5516
 AA5516                         *CURRENT SURVEY CONTROL
 AA5516  ______________________________________________________________________
 AA5516* NAD 83(1986) POSITION- 42 15 00.     (N) 083 46 02.     (W)   SCALED
 AA5516* NAVD 88 ORTHO HEIGHT -   283.800 (meters)      931.10  (feet) ADJUSTED
 AA5516  ______________________________________________________________________
 AA5516  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 AA5516  DYNAMIC HEIGHT  -        283.710 (meters)      930.81  (feet) COMP
 AA5516  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 AA5516
 AA5516  VERT ORDER      -  SECOND    CLASS II
 AA5516
 AA5516.The horizontal coordinates were scaled from a map and have
 AA5516.an estimated accuracy of +/- 6 seconds.
 AA5516
 AA5516.The orthometric height was determined by differential leveling and
 AA5516.adjusted by the NATIONAL GEODETIC SURVEY
 AA5516.in August 1995.
 AA5516
 AA5516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5516.GEOID18 height accuracy estimate available here.
 AA5516
 AA5516.Click photographs - Photos may exist for this station.
 AA5516
 AA5516.The dynamic height is computed by dividing the NAVD 88
 AA5516.geopotential number by the normal gravity value computed on the
 AA5516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5516.degrees latitude (g = 980.6199 gals.).
 AA5516
 AA5516.The modeled gravity was interpolated from observed gravity values.
 AA5516
 AA5516;                    North         East    Units  Estimated Accuracy
 AA5516;SPC MI S     -    83,490.    4,049,470.      MT  (+/- 180 meters Scaled)
 AA5516
 AA5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG717812(NAD 83)
 AA5516
 AA5516                          SUPERSEDED SURVEY CONTROL
 AA5516
 AA5516.No superseded survey control is available for this station.
 AA5516
 AA5516_MARKER: DD = SURVEY DISK
 AA5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5516_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1006
 AA5516_MARK LOGO: MI0150
 AA5516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5516+STABILITY: SURFACE MOTION
 AA5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5516+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AA5516
 AA5516  HISTORY     - Date     Condition        Report By
 AA5516  HISTORY     - 1993     MONUMENTED       MI0150
 AA5516  HISTORY     - 20160516 GOOD             MI0150
 AA5516
 AA5516                          STATION DESCRIPTION
 AA5516
 AA5516'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5516'STATION 1006 IS LOCATED AT THE SOUTHEAST CORNER OF BROOKFIELD DRIVE
 AA5516'AND NORTHBROOK DRIVE, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5516'SECTION 6, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5516'THE STATION IS LOCATED 1.4 FT (0.4 M) SOUTH OF THE BACK OF CURB ALONG
 AA5516'THE SOUTH SIDE OF NORTHBROOK DRIVE AND 1.5 FT (0.5 M) EAST OF THE EAST
 AA5516'EDGE OF THE 8 FT (2.4 M) ASPHALT BIKE PATH ALONG THE EAST SIDE OF
 AA5516'BROOKFIELD DRIVE. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5516'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5516'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5516'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5516
 AA5516                          STATION RECOVERY (2016)
 AA5516
 AA5516'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5517 ***********************************************************************
 AA5517  DESIGNATION -  1007
 AA5517  PID         -  AA5517
 AA5517  STATE/COUNTY-  MI/WASHTENAW
 AA5517  COUNTRY     -  US
 AA5517  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5517
 AA5517                         *CURRENT SURVEY CONTROL
 AA5517  ______________________________________________________________________
 AA5517* NAD 83(1986) POSITION- 42 16 55.     (N) 083 45 28.     (W)   SCALED
 AA5517* NAVD 88 ORTHO HEIGHT -   255.593 (meters)      838.56  (feet) ADJUSTED
 AA5517  ______________________________________________________________________
 AA5517  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 AA5517  DYNAMIC HEIGHT  -        255.512 (meters)      838.29  (feet) COMP
 AA5517  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 AA5517
 AA5517  VERT ORDER      -  SECOND    CLASS II
 AA5517
 AA5517.The horizontal coordinates were scaled from a map and have
 AA5517.an estimated accuracy of +/- 6 seconds.
 AA5517
 AA5517.The orthometric height was determined by differential leveling and
 AA5517.adjusted by the NATIONAL GEODETIC SURVEY
 AA5517.in August 1995.
 AA5517
 AA5517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5517.GEOID18 height accuracy estimate available here.
 AA5517
 AA5517.Click photographs - Photos may exist for this station.
 AA5517
 AA5517.The dynamic height is computed by dividing the NAVD 88
 AA5517.geopotential number by the normal gravity value computed on the
 AA5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5517.degrees latitude (g = 980.6199 gals.).
 AA5517
 AA5517.The modeled gravity was interpolated from observed gravity values.
 AA5517
 AA5517;                    North         East    Units  Estimated Accuracy
 AA5517;SPC MI S     -    87,040.    4,050,220.      MT  (+/- 180 meters Scaled)
 AA5517
 AA5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG726847(NAD 83)
 AA5517
 AA5517                          SUPERSEDED SURVEY CONTROL
 AA5517
 AA5517.No superseded survey control is available for this station.
 AA5517
 AA5517_MARKER: DD = SURVEY DISK
 AA5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5517_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1007
 AA5517_MARK LOGO: MI0150
 AA5517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5517+STABILITY: SURFACE MOTION
 AA5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5517+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AA5517
 AA5517  HISTORY     - Date     Condition        Report By
 AA5517  HISTORY     - 1993     MONUMENTED       MI0150
 AA5517  HISTORY     - 20160511 GOOD             MI0150
 AA5517
 AA5517                          STATION DESCRIPTION
 AA5517
 AA5517'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5517'STATION 1007 IS LOCATED AT THE NORTHEAST CORNER OF WEST HURON STREET
 AA5517'AND NORTH SEVENTH STREET, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5517'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5517'THE STATION IS LOCATED 3.7 FT (1.1 M) NORTH OF THE BACK OF CURB ALONG
 AA5517'THE NORTH SIDE OF WEST HURON STREET AND 35.8 FT (10.9 M) WEST OF THE
 AA5517'WEST EDGE OF THE 5 FT (1.5 M) CONCRETE LEAD WALK CROSSING WEST HURON
 AA5517'STREET. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED
 AA5517'AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET
 AA5517'IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5517'SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5517
 AA5517                          STATION RECOVERY (2016)
 AA5517
 AA5517'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5518 ***********************************************************************
 AA5518  DESIGNATION -  1008
 AA5518  PID         -  AA5518
 AA5518  STATE/COUNTY-  MI/WASHTENAW
 AA5518  COUNTRY     -  US
 AA5518  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5518
 AA5518                         *CURRENT SURVEY CONTROL
 AA5518  ______________________________________________________________________
 AA5518* NAD 83(1986) POSITION- 42 16 10.     (N) 083 45 01.     (W)   SCALED
 AA5518* NAVD 88 ORTHO HEIGHT -   264.300 (meters)      867.12  (feet) ADJUSTED
 AA5518  ______________________________________________________________________
 AA5518  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 AA5518  DYNAMIC HEIGHT  -        264.216 (meters)      866.85  (feet) COMP
 AA5518  MODELED GRAVITY -    980,298.3   (mgal)                       NAVD 88
 AA5518
 AA5518  VERT ORDER      -  SECOND    CLASS II
 AA5518
 AA5518.The horizontal coordinates were scaled from a map and have
 AA5518.an estimated accuracy of +/- 6 seconds.
 AA5518
 AA5518.The orthometric height was determined by differential leveling and
 AA5518.adjusted by the NATIONAL GEODETIC SURVEY
 AA5518.in August 1995.
 AA5518
 AA5518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5518.GEOID18 height accuracy estimate available here.
 AA5518
 AA5518.Click photographs - Photos may exist for this station.
 AA5518
 AA5518.The dynamic height is computed by dividing the NAVD 88
 AA5518.geopotential number by the normal gravity value computed on the
 AA5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5518.degrees latitude (g = 980.6199 gals.).
 AA5518
 AA5518.The modeled gravity was interpolated from observed gravity values.
 AA5518
 AA5518;                    North         East    Units  Estimated Accuracy
 AA5518;SPC MI S     -    85,660.    4,050,850.      MT  (+/- 180 meters Scaled)
 AA5518
 AA5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG731833(NAD 83)
 AA5518
 AA5518                          SUPERSEDED SURVEY CONTROL
 AA5518
 AA5518.No superseded survey control is available for this station.
 AA5518
 AA5518_MARKER: DD = SURVEY DISK
 AA5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5518_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1008
 AA5518_MARK LOGO: MI0150
 AA5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5518+STABILITY: SURFACE MOTION
 AA5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5518+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AA5518
 AA5518  HISTORY     - Date     Condition        Report By
 AA5518  HISTORY     - 1972     MONUMENTED       MI0150
 AA5518  HISTORY     - 20030621 GOOD             USPSQD
 AA5518  HISTORY     - 20160511 GOOD             MI0150
 AA5518
 AA5518                          STATION DESCRIPTION
 AA5518
 AA5518'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5518'STATION 1008 IS LOCATED AT THE NORTHWEST CORNER OF SOUTH MAIN STREET
 AA5518'AND WEST HOOVER AVENUE, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5518'SECTION 32, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5518'THE STATION IS LOCATED 0.5 FT (0.2 M) WEST OF THE WEST EDGE OF THE 5
 AA5518'FT (1.5 M) CONCRETE WALK ALONG THE WEST SIDE OF SOUTH MAIN STREET AND
 AA5518'0.5 FT (0.2 M) NORTH OF THE NORTH EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5518'WALK ALONG THE NORTH SIDE OF WEST HOOVER AVENUE. SAID STATION IS A
 AA5518'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5518'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5518'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5518'ARBOR IN 1972.
 AA5518
 AA5518                          STATION RECOVERY (2003)
 AA5518
 AA5518'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5518'RECOVERED IN GOOD CONDITION.
 AA5518
 AA5518                          STATION RECOVERY (2016)
 AA5518
 AA5518'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5519 ***********************************************************************
 AA5519  DESIGNATION -  1009
 AA5519  PID         -  AA5519
 AA5519  STATE/COUNTY-  MI/WASHTENAW
 AA5519  COUNTRY     -  US
 AA5519  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5519
 AA5519                         *CURRENT SURVEY CONTROL
 AA5519  ______________________________________________________________________
 AA5519* NAD 83(1986) POSITION- 42 16 27.     (N) 083 44 57.     (W)   SCALED
 AA5519* NAVD 88 ORTHO HEIGHT -   249.101 (meters)      817.26  (feet) ADJUSTED
 AA5519  ______________________________________________________________________
 AA5519  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 AA5519  DYNAMIC HEIGHT  -        249.022 (meters)      817.00  (feet) COMP
 AA5519  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 AA5519
 AA5519  VERT ORDER      -  SECOND    CLASS II
 AA5519
 AA5519.The horizontal coordinates were scaled from a map and have
 AA5519.an estimated accuracy of +/- 6 seconds.
 AA5519
 AA5519.The orthometric height was determined by differential leveling and
 AA5519.adjusted by the NATIONAL GEODETIC SURVEY
 AA5519.in August 1995.
 AA5519
 AA5519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5519.GEOID18 height accuracy estimate available here.
 AA5519
 AA5519.Click photographs - Photos may exist for this station.
 AA5519
 AA5519.The dynamic height is computed by dividing the NAVD 88
 AA5519.geopotential number by the normal gravity value computed on the
 AA5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5519.degrees latitude (g = 980.6199 gals.).
 AA5519
 AA5519.The modeled gravity was interpolated from observed gravity values.
 AA5519
 AA5519;                    North         East    Units  Estimated Accuracy
 AA5519;SPC MI S     -    86,180.    4,050,940.      MT  (+/- 180 meters Scaled)
 AA5519
 AA5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732838(NAD 83)
 AA5519
 AA5519                          SUPERSEDED SURVEY CONTROL
 AA5519
 AA5519.No superseded survey control is available for this station.
 AA5519
 AA5519_MARKER: DD = SURVEY DISK
 AA5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5519_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1009
 AA5519_MARK LOGO: MI0150
 AA5519_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5519+STABILITY: SURFACE MOTION
 AA5519
 AA5519  HISTORY     - Date     Condition        Report By
 AA5519  HISTORY     - 1972     MONUMENTED       MI0150
 AA5519  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 AA5519
 AA5519                          STATION DESCRIPTION
 AA5519
 AA5519'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5519'STATION 1009 IS LOCATED AT THE NORTHWEST CORNER OF SOUTH MAIN STREET
 AA5519'AND WEST MADISON STREET, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5519'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5519'THE STATION IS LOCATED 0.8 FT (0.2 M) WEST OF THE BACK OF CURB ALONG
 AA5519'THE WEST SIDE OF SOUTH MAIN STREET AND 4.2 FT (1.3 M) NORTH OF THE
 AA5519'NORTH EDGE OF THE CONCRETE RAMP TO SOUTH MAIN STREET. SAID STATION IS
 AA5519'A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF
 AA5519'THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL
 AA5519'III AND IS FLUSH WITH THE GROUND. THE POINT WAS SET BY THE CITY OF ANN
 AA5519'ARBOR IN 1972.
 AA5519
 AA5519                          STATION RECOVERY (2003)
 AA5519
 AA5519'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0138 ***********************************************************************
 OK0138  DESIGNATION -  101 1/2
 OK0138  PID         -  OK0138
 OK0138  STATE/COUNTY-  MI/CLINTON
 OK0138  COUNTRY     -  US
 OK0138  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0138
 OK0138                         *CURRENT SURVEY CONTROL
 OK0138  ______________________________________________________________________
 OK0138* NAD 83(1986) POSITION- 43 00 15.     (N) 084 37 26.     (W)   SCALED
 OK0138* NAVD 88 ORTHO HEIGHT -   224.178 (meters)      735.49  (feet) ADJUSTED
 OK0138  ______________________________________________________________________
 OK0138  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 OK0138  DYNAMIC HEIGHT  -        224.127 (meters)      735.32  (feet) COMP
 OK0138  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 OK0138
 OK0138  VERT ORDER      -  SECOND    CLASS 0
 OK0138
 OK0138.The horizontal coordinates were scaled from a map and have
 OK0138.an estimated accuracy of +/- 6 seconds.
 OK0138
 OK0138.The orthometric height was determined by differential leveling and
 OK0138.adjusted by the NATIONAL GEODETIC SURVEY
 OK0138.in June 1991.
 OK0138
 OK0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0138.GEOID18 height accuracy estimate available here.
 OK0138
 OK0138.Click photographs - Photos may exist for this station.
 OK0138
 OK0138.The dynamic height is computed by dividing the NAVD 88
 OK0138.geopotential number by the normal gravity value computed on the
 OK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0138.degrees latitude (g = 980.6199 gals.).
 OK0138
 OK0138.The modeled gravity was interpolated from observed gravity values.
 OK0138
 OK0138;                    North         East    Units  Estimated Accuracy
 OK0138;SPC MI S     -   167,110.    3,979,030.      MT  (+/- 180 meters Scaled)
 OK0138
 OK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN936640(NAD 83)
 OK0138
 OK0138                          SUPERSEDED SURVEY CONTROL
 OK0138
 OK0138  NGVD 29 (??/??/92)  224.320  (m)          735.96   (f) ADJ UNCH    2 0
 OK0138
 OK0138.Superseded values are not recommended for survey control.
 OK0138
 OK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0138.See file dsdata.pdf to determine how the superseded data were derived.
 OK0138
 OK0138_MARKER: Z = SEE DESCRIPTION
 OK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0138_STAMPING: BM 101 1/2
 OK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0138+STABILITY: SURFACE MOTION
 OK0138
 OK0138  HISTORY     - Date     Condition        Report By
 OK0138  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0138  HISTORY     - 1934     GOOD             CGS
 OK0138  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 OK0138  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0138
 OK0138                          STATION DESCRIPTION
 OK0138
 OK0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0138'3.4 MI W FROM ST JOHNS.
 OK0138'3.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0138'STATION AT SAINT JOHNS, CLINTON COUNTY, 45 FEET NORTH OF THE
 OK0138'NORTH RAIL, 2.4 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN THE
 OK0138'TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 101 1/2 AND SET IN
 OK0138'THE TOP OF A CONCRETE POST.
 OK0138
 OK0138                          STATION RECOVERY (1994)
 OK0138
 OK0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0138'MARK NOT FOUND.
 OK0138
 OK0138                          STATION RECOVERY (2001)
 OK0138
 OK0138'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0138'MONUMENT NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5145 ***********************************************************************
 AA5145  DESIGNATION -  101 AUGUSTA
 AA5145  PID         -  AA5145
 AA5145  STATE/COUNTY-  MI/WASHTENAW
 AA5145  COUNTRY     -  US
 AA5145  USGS QUAD   -  YPSILANTI EAST (2017)
 AA5145
 AA5145                         *CURRENT SURVEY CONTROL
 AA5145  ______________________________________________________________________
 AA5145* NAD 83(2011) POSITION- 42 07 41.60971(N) 083 35 58.73247(W)   ADJUSTED
 AA5145* NAD 83(2011) ELLIP HT-   171.419 (meters)        (06/27/12)   ADJUSTED
 AA5145* NAD 83(2011) EPOCH   -  2010.00
 AA5145* NAVD 88 ORTHO HEIGHT -   206.0   (meters)      676.    (feet) GPS OBS
 AA5145  ______________________________________________________________________
 AA5145  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5145  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA5145  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 AA5145  NAD 83(2011) X  -    528,122.379 (meters)                     COMP
 AA5145  NAD 83(2011) Y  - -4,708,055.904 (meters)                     COMP
 AA5145  NAD 83(2011) Z  -  4,256,292.407 (meters)                     COMP
 AA5145  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 AA5145
 AA5145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5145  Standards:
 AA5145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5145  -------------------------------------------------------------------
 AA5145  NETWORK   14.57  18.93           6.85   4.57   9.66      0.08129326
 AA5145  -------------------------------------------------------------------
 AA5145  Click here for local accuracies and other accuracy information.
 AA5145
 AA5145.The horizontal coordinates were established by GPS observations
 AA5145.and adjusted by the National Geodetic Survey in June 2012.
 AA5145
 AA5145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5145.been affixed to the stable North American tectonic plate. See 
 AA5145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5145
 AA5145.The horizontal coordinates are valid at the epoch date displayed above
 AA5145.which is a decimal equivalence of Year/Month/Day.
 AA5145
 AA5145.The orthometric height was determined by GPS observations and a
 AA5145.high-resolution geoid model.
 AA5145
 AA5145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5145.GEOID18 height accuracy estimate available here.
 AA5145
 AA5145.Click photographs - Photos may exist for this station.
 AA5145
 AA5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5145
 AA5145.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5145
 AA5145.The ellipsoidal height was determined by GPS observations
 AA5145.and is referenced to NAD 83.
 AA5145
 AA5145. The following values were computed from the NAD 83(2011) position.
 AA5145
 AA5145;                    North         East     Units Scale Factor Converg.
 AA5145;SPC MI S     -    70,071.541 4,063,419.057   MT  0.99999344   +0 31 19.1
 AA5145;SPC MI S     -   229,893.51 13,331,427.35   iFT  0.99999344   +0 31 19.1
 AA5145;UTM  17      - 4,667,284.091   285,128.605   MT  1.00016813   -1 44 40.2
 AA5145
 AA5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5145!SPC MI S     -   0.99997312  x   0.99999344  =   0.99996656
 AA5145!UTM  17      -   0.99997312  x   1.00016813  =   1.00014124
 AA5145
 AA5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8512867284(NAD 83)
 AA5145
 AA5145                          SUPERSEDED SURVEY CONTROL
 AA5145
 AA5145  NAD 83(2007)-  42 07 41.61005(N)    083 35 58.73320(W) AD(2002.00) 0
 AA5145  ELLIP H (02/10/07)  171.424  (m)                       GP(2002.00)    
 AA5145  ELLIP H (07/12/02)  171.489  (m)                       GP(       ) 4 1
 AA5145  NAD 83(1994)-  42 07 41.60936(N)    083 35 58.73266(W) AD(       ) 1
 AA5145  ELLIP H (02/03/97)  171.534  (m)                       GP(       ) 4 1
 AA5145  NAD 83(1986)-  42 07 41.61593(N)    083 35 58.75562(W) AD(       ) 1
 AA5145
 AA5145.Superseded values are not recommended for survey control.
 AA5145
 AA5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5145.See file dsdata.pdf to determine how the superseded data were derived.
 AA5145
 AA5145_MARKER: DD = SURVEY DISK
 AA5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5145_STAMPING: 101
 AA5145_MARK LOGO: MI-161
 AA5145_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5145+STABILITY: SURFACE MOTION
 AA5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5145+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 AA5145
 AA5145  HISTORY     - Date     Condition        Report By
 AA5145  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5145  HISTORY     - 20010331 GOOD             NGS
 AA5145  HISTORY     - 20050521 GOOD             USPSQD
 AA5145  HISTORY     - 20210525 GOOD             MI-161
 AA5145
 AA5145                          STATION DESCRIPTION
 AA5145
 AA5145'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5145'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5145'VILLAGE OF WHITAKER. THE STATION IS IN THE SOUTHWEST QUARTER OF
 AA5145'SECTION 15, TOWNSHIP 4 SOUTH, RANGE 7 EAST, AUGUSTA TOWNSHIP. TO REACH
 AA5145'THE STATION FROM THE INTERSECTION OF I-94 AND THE WHITTAKER ROAD EXIT,
 AA5145'PROCEED SOUTH ON WHITAKER ROAD FOR 7 MI (11.3 KM) TO THE INTERSECTION
 AA5145'WITH STONY CREEK ROAD, AND THE STATION LOCATED IN THE NORTHEAST CORNER
 AA5145'OF THE INTERSECTION, BETWEEN THE SOUTH EDGE OF THE AUGUSTA TOWNSHIP
 AA5145'HALL PARKING AREA AND THE NORTHERLY TRAVELLED EDGE OF STONY CREEK
 AA5145'ROAD. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5145'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY
 AA5145'REMONUMENTATION GEODETIC CONTROL 101'. THE DISK IS LOCATED 82.8 FT
 AA5145'(25.2 M) S40W OF A POWER POLE, 14.3 FT (4.4 M) N40W OF THE TOP CENTER
 AA5145'OF A FIRE HYDRANT, 102.2 FT (31.2 M) N10E OF THE SOUTHWEST CORNER OF
 AA5145'THE FIRE STATION BUILDING, AND 93.85 FT (28.61 M) N70E OF THE
 AA5145'SOUTHWEST CORNER OF THE PORCH OF THE TOWNSHIP HALL.
 AA5145
 AA5145                          STATION RECOVERY (2001)
 AA5145
 AA5145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5145
 AA5145                          STATION RECOVERY (2005)
 AA5145
 AA5145'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA5145'RECOVERED IN GOOD CONDITION.
 AA5145
 AA5145                          STATION RECOVERY (2021)
 AA5145
 AA5145'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5145'MARK WAS RECOVERED IN GOOD CONDITION BY WASHTENAW COUNTY ROAD
 AA5145'COMMISSION AS PART OF THE GPS ON BENCHMARKS CAMPAIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1271 ***********************************************************************
 RJ1271  DESIGNATION -  101 C7W 074
 RJ1271  PID         -  RJ1271
 RJ1271  STATE/COUNTY-  MI/CHIPPEWA
 RJ1271  COUNTRY     -  US
 RJ1271  USGS QUAD   -  MUNUSCONG (2017)
 RJ1271
 RJ1271                         *CURRENT SURVEY CONTROL
 RJ1271  ______________________________________________________________________
 RJ1271* NAD 83(1994) POSITION- 46 14 19.33457(N) 084 10 12.93109(W)   ADJUSTED
 RJ1271* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON3
 RJ1271  ______________________________________________________________________
 RJ1271  GEOID HEIGHT    -        -36.498 (meters)                     GEOID18
 RJ1271  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 RJ1271  HORZ ORDER      -  SECOND
 RJ1271
 RJ1271.The horizontal coordinates were established by classical geodetic methods
 RJ1271.and adjusted by the National Geodetic Survey in February 1997.
 RJ1271
 RJ1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1271
 RJ1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1271.GEOID18 height accuracy estimate available here.
 RJ1271
 RJ1271.Click photographs - Photos may exist for this station.
 RJ1271
 RJ1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1271
 RJ1271. The following values were computed from the NAD 83(1994) position.
 RJ1271
 RJ1271;                    North         East     Units Scale Factor Converg.
 RJ1271;SPC MI N     -   165,650.480 8,218,189.095   MT  0.99990316   +2 02 43.1
 RJ1271;SPC MI N     -   543,472.70 26,962,562.65   iFT  0.99990316   +2 02 43.1
 RJ1271;UTM  16      - 5,124,462.200   718,165.544   MT  1.00018512   +2 02 40.3
 RJ1271
 RJ1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1271!SPC MI N     -   0.99997787  x   0.99990316  =   0.99988103
 RJ1271!UTM  16      -   0.99997787  x   1.00018512  =   1.00016298
 RJ1271
 RJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1816524462(NAD 83)
 RJ1271
 RJ1271                          SUPERSEDED SURVEY CONTROL
 RJ1271
 RJ1271  NAD 83(1986)-  46 14 19.32591(N)    084 10 12.92779(W) AD(       ) 2
 RJ1271  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1271
 RJ1271.Superseded values are not recommended for survey control.
 RJ1271
 RJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1271.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1271
 RJ1271_MARKER: DS = TRIANGULATION STATION DISK
 RJ1271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1271+WITH SETTING: INFORMATION.
 RJ1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1271
 RJ1271  HISTORY     - Date     Condition        Report By
 RJ1271  HISTORY     - 1988     MONUMENTED       USACE
 RJ1271
 RJ1271                          STATION DESCRIPTION
 RJ1271
 RJ1271'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1271'THE STATION IS LOCATED ABOUT 31.7 KM (19.7 MI) SOUTH-SOUTHEAST OF
 RJ1271'SAULT STE MARIE, 33.6 KM (20.9 MI) EAST OF RUDYARD AND 34.3 KM (21.3
 RJ1271'MI) NORTHWEST OF DETOUR VILLAGE ON NEEBISH ISLAND, IN GOVT LOT 2
 RJ1271'SEC 3, T44N-R2E.
 RJ1271'OWNERSHIP---DOROTHY NAGEL, JAMES AND GRETCHEN ROSS
 RJ1271'
 RJ1271'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1271'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1271'TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1271'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1271'DOWNRIVER FOR 10 MINUTES
 RJ1271'TO ROCKY TIP OF ISLAND WHERE STATION IS LOCATED.
 RJ1271'
 RJ1271'THE STATION IS A STANDARD COE DISK
 RJ1271'THAT IS STAMPED---C7W-074 1988---, SET INTO
 RJ1271'A PVC SLEEVE SET IN CONCRETE AND ATTACHED
 RJ1271'TO AN ALUMINUM ROD DRIVEN 4.3 METERS (14 FT) INTO THE GROUND, LOCATED
 RJ1271'1.8 METERS (6 FT) EAST OF EDGE OF BANK, 5.5 METERS (18 FT) EAST OF
 RJ1271'EDGE OF WATER AND 6.7 METERS (22 FT) NORTH OF WATER.
 RJ1271'
 RJ1271'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5520 ***********************************************************************
 AA5520  DESIGNATION -  1010
 AA5520  PID         -  AA5520
 AA5520  STATE/COUNTY-  MI/WASHTENAW
 AA5520  COUNTRY     -  US
 AA5520  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5520
 AA5520                         *CURRENT SURVEY CONTROL
 AA5520  ______________________________________________________________________
 AA5520* NAD 83(1986) POSITION- 42 17 08.     (N) 083 44 49.     (W)   SCALED
 AA5520* NAVD 88 ORTHO HEIGHT -   247.485 (meters)      811.96  (feet) ADJUSTED
 AA5520  ______________________________________________________________________
 AA5520  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 AA5520  DYNAMIC HEIGHT  -        247.406 (meters)      811.70  (feet) COMP
 AA5520  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 AA5520
 AA5520  VERT ORDER      -  SECOND    CLASS II
 AA5520
 AA5520.The horizontal coordinates were scaled from a map and have
 AA5520.an estimated accuracy of +/- 6 seconds.
 AA5520
 AA5520.The orthometric height was determined by differential leveling and
 AA5520.adjusted by the NATIONAL GEODETIC SURVEY
 AA5520.in August 1995.
 AA5520
 AA5520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5520.GEOID18 height accuracy estimate available here.
 AA5520
 AA5520.Click photographs - Photos may exist for this station.
 AA5520
 AA5520.The dynamic height is computed by dividing the NAVD 88
 AA5520.geopotential number by the normal gravity value computed on the
 AA5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5520.degrees latitude (g = 980.6199 gals.).
 AA5520
 AA5520.The modeled gravity was interpolated from observed gravity values.
 AA5520
 AA5520;                    North         East    Units  Estimated Accuracy
 AA5520;SPC MI S     -    87,450.    4,051,110.      MT  (+/- 180 meters Scaled)
 AA5520
 AA5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG735851(NAD 83)
 AA5520
 AA5520                          SUPERSEDED SURVEY CONTROL
 AA5520
 AA5520.No superseded survey control is available for this station.
 AA5520
 AA5520_MARKER: DD = SURVEY DISK
 AA5520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5520_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1010
 AA5520_MARK LOGO: MI0150
 AA5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5520+STABILITY: SURFACE MOTION
 AA5520
 AA5520  HISTORY     - Date     Condition        Report By
 AA5520  HISTORY     - 1972     MONUMENTED       MI0150
 AA5520  HISTORY     - 20030621 GOOD             USPSQD
 AA5520  HISTORY     - 20160511 MARK NOT FOUND   MI0150
 AA5520
 AA5520                          STATION DESCRIPTION
 AA5520
 AA5520'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5520'STATION 1010 IS LOCATED AT THE NORTHWEST CORNER OF NORTH FOURTH AVENUE
 AA5520'AND BEAKES STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5520'29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5520'STATION IS LOCATED 4 FT (1.2 M) EAST OF THE EAST EDGE OF THE 5 FT (1.5
 AA5520'M) CONCRETE RAMP ALONG THE WEST SIDE OF NORTH FOURTH AVENUE AND 1.35
 AA5520'FT (0.41 M) SOUTH OF THE SOUTHERLY EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5520'RAMP ALONG THE NORTHERLY SIDE OF BEAKES STREET. SAID STATION IS A
 AA5520'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5520'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5520'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5520'ARBOR IN 1972.
 AA5520
 AA5520                          STATION RECOVERY (2003)
 AA5520
 AA5520'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5520'RECOVERED IN GOOD CONDITION.
 AA5520
 AA5520                          STATION RECOVERY (2016)
 AA5520
 AA5520'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5521 ***********************************************************************
 AA5521  DESIGNATION -  1011
 AA5521  PID         -  AA5521
 AA5521  STATE/COUNTY-  MI/WASHTENAW
 AA5521  COUNTRY     -  US
 AA5521  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5521
 AA5521                         *CURRENT SURVEY CONTROL
 AA5521  ______________________________________________________________________
 AA5521* NAD 83(1986) POSITION- 42 16 52.3    (N) 083 44 27.6    (W)   HD_HELD2
 AA5521* NAVD 88 ORTHO HEIGHT -   266.187 (meters)      873.32  (feet) ADJUSTED
 AA5521  ______________________________________________________________________
 AA5521  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 AA5521  DYNAMIC HEIGHT  -        266.104 (meters)      873.04  (feet) COMP
 AA5521  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 AA5521
 AA5521  VERT ORDER      -  SECOND    CLASS II
 AA5521
 AA5521.The horizontal coordinates were established by autonomous hand held GPS
 AA5521.observations and have an estimated accuracy of +/- 10 meters.
 AA5521
 AA5521.The orthometric height was determined by differential leveling and
 AA5521.adjusted by the NATIONAL GEODETIC SURVEY
 AA5521.in August 1995.
 AA5521
 AA5521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5521.GEOID18 height accuracy estimate available here.
 AA5521
 AA5521.Click photographs - Photos may exist for this station.
 AA5521
 AA5521.The dynamic height is computed by dividing the NAVD 88
 AA5521.geopotential number by the normal gravity value computed on the
 AA5521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5521.degrees latitude (g = 980.6199 gals.).
 AA5521
 AA5521.The modeled gravity was interpolated from observed gravity values.
 AA5521
 AA5521;                    North         East    Units  Estimated Accuracy
 AA5521;SPC MI S     -    86,965.    4,051,606.      MT  (+/- 10 meters HH2 GPS)
 AA5521
 AA5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7399084636(NAD 83)
 AA5521
 AA5521                          SUPERSEDED SURVEY CONTROL
 AA5521
 AA5521.No superseded survey control is available for this station.
 AA5521
 AA5521_MARKER: DD = SURVEY DISK
 AA5521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5521_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1011
 AA5521_MARK LOGO: MI0150
 AA5521_PROJECTION: FLUSH
 AA5521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5521+STABILITY: SURFACE MOTION
 AA5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5521+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AA5521
 AA5521  HISTORY     - Date     Condition        Report By
 AA5521  HISTORY     - 1993     MONUMENTED       MI0150
 AA5521  HISTORY     - 20030621 GOOD             USPSQD
 AA5521  HISTORY     - 20100113 GOOD             STANTI
 AA5521  HISTORY     - 20160511 GOOD             MI0150
 AA5521
 AA5521                          STATION DESCRIPTION
 AA5521
 AA5521'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5521'STATION 1011 IS LOCATED AT THE SOUTHWEST CORNER OF EAST HURON STREET
 AA5521'AND SOUTH STATE STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF
 AA5521'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5521'THE STATION IS LOCATED 1.1 FT (0.3 M) NORTH OF THE NORTH EDGE OF THE 5
 AA5521'FT (1.5 M) CONCRETE WALK ALONG THE SOUTH SIDE OF EAST HURON STREET AND
 AA5521'1.0 FT (0.3 M) WEST OF THE WEST EDGE OF THE 10 FT (3.0 M) CONCRETE
 AA5521'WALK ALONG THE WEST SIDE OF SOUTH STATE STREET. SAID STATION IS A
 AA5521'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5521'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II
 AA5521'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5521'ARBOR IN 1993.
 AA5521
 AA5521                          STATION RECOVERY (2003)
 AA5521
 AA5521'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5521'RECOVERED IN GOOD CONDITION.
 AA5521
 AA5521                          STATION RECOVERY (2010)
 AA5521
 AA5521'RECOVERY NOTE BY STANTEC CONSULTING INC. 2010 (BDF)
 AA5521'RECOVERED AS DESCRIBED.
 AA5521
 AA5521                          STATION RECOVERY (2016)
 AA5521
 AA5521'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5522 ***********************************************************************
 AA5522  DESIGNATION -  1012
 AA5522  PID         -  AA5522
 AA5522  STATE/COUNTY-  MI/WASHTENAW
 AA5522  COUNTRY     -  US
 AA5522  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5522
 AA5522                         *CURRENT SURVEY CONTROL
 AA5522  ______________________________________________________________________
 AA5522* NAD 83(1986) POSITION- 42 16 08.85   (N) 083 44 22.05   (W)   HD_HELD1
 AA5522* NAVD 88 ORTHO HEIGHT -   253.091 (meters)      830.35  (feet) ADJUSTED
 AA5522  ______________________________________________________________________
 AA5522  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 AA5522  DYNAMIC HEIGHT  -        253.011 (meters)      830.09  (feet) COMP
 AA5522  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 AA5522
 AA5522  VERT ORDER      -  SECOND    CLASS II
 AA5522
 AA5522.The horizontal coordinates were determined by differentially corrected
 AA5522.hand held GPS observations or other comparable positioning techniques
 AA5522.and have an estimated accuracy of +/- 3 meters.
 AA5522
 AA5522.The orthometric height was determined by differential leveling and
 AA5522.adjusted by the NATIONAL GEODETIC SURVEY
 AA5522.in August 1995.
 AA5522
 AA5522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5522.GEOID18 height accuracy estimate available here.
 AA5522
 AA5522.Click photographs - Photos may exist for this station.
 AA5522
 AA5522.The dynamic height is computed by dividing the NAVD 88
 AA5522.geopotential number by the normal gravity value computed on the
 AA5522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5522.degrees latitude (g = 980.6199 gals.).
 AA5522
 AA5522.The modeled gravity was interpolated from observed gravity values.
 AA5522
 AA5522;                    North         East    Units  Estimated Accuracy
 AA5522;SPC MI S     -    85,625.8   4,051,742.8     MT  (+/- 3 meters HH1 GPS) 
 AA5522
 AA5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7407483291(NAD 83)
 AA5522
 AA5522                          SUPERSEDED SURVEY CONTROL
 AA5522
 AA5522.No superseded survey control is available for this station.
 AA5522
 AA5522_MARKER: DB = BENCH MARK DISK
 AA5522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5522_STAMPING: 1012
 AA5522_MARK LOGO: MI0150
 AA5522_PROJECTION: FLUSH
 AA5522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5522+STABILITY: SURFACE MOTION
 AA5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5522+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2025
 AA5522
 AA5522  HISTORY     - Date     Condition        Report By
 AA5522  HISTORY     - 1972     MONUMENTED       MI0150
 AA5522  HISTORY     - 20160511 GOOD             MI0150
 AA5522  HISTORY     - 20250718 GOOD             USPSQD
 AA5522
 AA5522                          STATION DESCRIPTION
 AA5522
 AA5522'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5522'STATION 1012 IS LOCATED IN THE GRASS TRAFFIC ISLAND AT ARCH STREET AND
 AA5522'WHITE STREET, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 33,
 AA5522'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5522'LOCATED IN THE GRASS TRAFFIC ISLAND, 5.4 FT (1.6 M) SOUTHEASTERLY OF
 AA5522'THE BACK OF CURB ALONG THE NORTHWESTERLY SIDE OF THE GRASS TRAFFIC
 AA5522'ISLAND AND 13.1 FT (4.0 M) NORTHEASTERLY OF THE BACK OF CURB AT THE
 AA5522'STORM INLET AT THE WESTERLY BULLNOSE OF THE AFOREMENTIONED ISLAND.
 AA5522'SIAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5522'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5522'CONCRETE PER DETAIL III AND SET FLUSH WITH THE GROUND. THIS POINT WAS
 AA5522'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5522
 AA5522                          STATION RECOVERY (2016)
 AA5522
 AA5522'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5522'RECOVERED IN GOOD CONDITION.
 AA5522
 AA5522                          STATION RECOVERY (2025)
 AA5522
 AA5522'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AA5522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5523 ***********************************************************************
 AA5523  DESIGNATION -  1013
 AA5523  PID         -  AA5523
 AA5523  STATE/COUNTY-  MI/WASHTENAW
 AA5523  COUNTRY     -  US
 AA5523  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5523
 AA5523                         *CURRENT SURVEY CONTROL
 AA5523  ______________________________________________________________________
 AA5523* NAD 83(1986) POSITION- 42 13 45.     (N) 083 44 20.     (W)   SCALED
 AA5523* NAVD 88 ORTHO HEIGHT -   253.317 (meters)      831.09  (feet) ADJUSTED
 AA5523  ______________________________________________________________________
 AA5523  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 AA5523  DYNAMIC HEIGHT  -        253.235 (meters)      830.82  (feet) COMP
 AA5523  MODELED GRAVITY -    980,294.0   (mgal)                       NAVD 88
 AA5523
 AA5523  VERT ORDER      -  SECOND    CLASS II
 AA5523
 AA5523.The horizontal coordinates were scaled from a map and have
 AA5523.an estimated accuracy of +/- 6 seconds.
 AA5523
 AA5523.The orthometric height was determined by differential leveling and
 AA5523.adjusted by the NATIONAL GEODETIC SURVEY
 AA5523.in August 1995.
 AA5523
 AA5523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5523.GEOID18 height accuracy estimate available here.
 AA5523
 AA5523.Click photographs - Photos may exist for this station.
 AA5523
 AA5523.The dynamic height is computed by dividing the NAVD 88
 AA5523.geopotential number by the normal gravity value computed on the
 AA5523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5523.degrees latitude (g = 980.6199 gals.).
 AA5523
 AA5523.The modeled gravity was interpolated from observed gravity values.
 AA5523
 AA5523;                    North         East    Units  Estimated Accuracy
 AA5523;SPC MI S     -    81,190.    4,051,820.      MT  (+/- 180 meters Scaled)
 AA5523
 AA5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG739788(NAD 83)
 AA5523
 AA5523                          SUPERSEDED SURVEY CONTROL
 AA5523
 AA5523.No superseded survey control is available for this station.
 AA5523
 AA5523_MARKER: DD = SURVEY DISK
 AA5523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5523_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1013
 AA5523_MARK LOGO: MI0150
 AA5523_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5523+STABILITY: SURFACE MOTION
 AA5523
 AA5523  HISTORY     - Date     Condition        Report By
 AA5523  HISTORY     - 1972     MONUMENTED       MI0150
 AA5523  HISTORY     - 20091216 MARK NOT FOUND   MCA
 AA5523  HISTORY     - 20160516 MARK NOT FOUND   MI0150
 AA5523
 AA5523                          STATION DESCRIPTION
 AA5523
 AA5523'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5523'STATION 1013 IS LOCATED ON THE GROUNDS OF THE PITTSFIELD TOWNSHIP HALL
 AA5523'AT THE SOUTHWEST CORNER OF SOUTH STATE STREET AND ELLSWORTH ROAD, SAID
 AA5523'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 17, PITTSFIELD TOWNSHIP,
 AA5523'MICHIGAN. THE STATION IS LOCATED 0.5 FT (0.2 M) NORTH OF THE NORTH
 AA5523'EDGE OF THE 6 FT (1.8 M) CONCRETE WALK TO THE NORTH ENTRANCE OF THE
 AA5523'TOWNSHIP HALL AND 0.5 FT (0.2 M) WEST OF THE WEST EDGE OF THE TOWNSHIP
 AA5523'HALL. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS
 AA5523'THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5523'CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5523'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5523
 AA5523                          STATION RECOVERY (2009)
 AA5523
 AA5523'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2009 (CCM)
 AA5523'MARK NOT FOUND.
 AA5523
 AA5523                          STATION RECOVERY (2016)
 AA5523
 AA5523'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5524 ***********************************************************************
 AA5524  DESIGNATION -  1014
 AA5524  PID         -  AA5524
 AA5524  STATE/COUNTY-  MI/WASHTENAW
 AA5524  COUNTRY     -  US
 AA5524  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5524
 AA5524                         *CURRENT SURVEY CONTROL
 AA5524  ______________________________________________________________________
 AA5524* NAD 83(1986) POSITION- 42 17 42.     (N) 083 44 17.     (W)   SCALED
 AA5524* NAVD 88 ORTHO HEIGHT -   256.959 (meters)      843.04  (feet) ADJUSTED
 AA5524  ______________________________________________________________________
 AA5524  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 AA5524  DYNAMIC HEIGHT  -        256.878 (meters)      842.77  (feet) COMP
 AA5524  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 AA5524
 AA5524  VERT ORDER      -  SECOND    CLASS II
 AA5524
 AA5524.The horizontal coordinates were scaled from a map and have
 AA5524.an estimated accuracy of +/- 6 seconds.
 AA5524
 AA5524.The orthometric height was determined by differential leveling and
 AA5524.adjusted by the NATIONAL GEODETIC SURVEY
 AA5524.in August 1995.
 AA5524
 AA5524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5524.GEOID18 height accuracy estimate available here.
 AA5524
 AA5524.Click photographs - Photos may exist for this station.
 AA5524
 AA5524.The dynamic height is computed by dividing the NAVD 88
 AA5524.geopotential number by the normal gravity value computed on the
 AA5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5524.degrees latitude (g = 980.6199 gals.).
 AA5524
 AA5524.The modeled gravity was interpolated from observed gravity values.
 AA5524
 AA5524;                    North         East    Units  Estimated Accuracy
 AA5524;SPC MI S     -    88,500.    4,051,840.      MT  (+/- 180 meters Scaled)
 AA5524
 AA5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG742861(NAD 83)
 AA5524
 AA5524                          SUPERSEDED SURVEY CONTROL
 AA5524
 AA5524.No superseded survey control is available for this station.
 AA5524
 AA5524_MARKER: DD = SURVEY DISK
 AA5524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5524_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1014
 AA5524_MARK LOGO: MI0150
 AA5524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5524+STABILITY: SURFACE MOTION
 AA5524
 AA5524  HISTORY     - Date     Condition        Report By
 AA5524  HISTORY     - 1993     MONUMENTED       MI0150
 AA5524  HISTORY     - 20010331 GOOD             NGS
 AA5524
 AA5524                          STATION DESCRIPTION
 AA5524
 AA5524'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5524'STATION 1014 IS LOCATED ON THE WESTERLY SIDE OF PONTIAC TRIAL,
 AA5524'SOUTHERLY OF ARGO DRIVE, SAID STATION BEING IN THE NORTHWEST 1/4
 AA5524'SECTION 21, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5524'THE STATION IS LOCATED 4.4 FT (1.3 M) WESTERLY OF THE WESTERLY BACK OF
 AA5524'CURB ALONG PONTIAC TRIAL AND 12.2 FT (3.7 M) SOUTHERLY OF THE
 AA5524'SOUTHERLY BACK OF CURB ALONG ARGO DRIVE. SAID STATION IS A VERTICAL
 AA5524'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5524'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS
 AA5524'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5524'1993.
 AA5524
 AA5524                          STATION RECOVERY (2001)
 AA5524
 AA5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5525 ***********************************************************************
 AA5525  DESIGNATION -  1015
 AA5525  PID         -  AA5525
 AA5525  STATE/COUNTY-  MI/WASHTENAW
 AA5525  COUNTRY     -  US
 AA5525  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5525
 AA5525                         *CURRENT SURVEY CONTROL
 AA5525  ______________________________________________________________________
 AA5525* NAD 83(1986) POSITION- 42 18 12.     (N) 083 44 09.     (W)   SCALED
 AA5525* NAVD 88 ORTHO HEIGHT -   260.520 (meters)      854.72  (feet) ADJUSTED
 AA5525  ______________________________________________________________________
 AA5525  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 AA5525  DYNAMIC HEIGHT  -        260.439 (meters)      854.46  (feet) COMP
 AA5525  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 AA5525
 AA5525  VERT ORDER      -  SECOND    CLASS II
 AA5525
 AA5525.The horizontal coordinates were scaled from a map and have
 AA5525.an estimated accuracy of +/- 6 seconds.
 AA5525
 AA5525.The orthometric height was determined by differential leveling and
 AA5525.adjusted by the NATIONAL GEODETIC SURVEY
 AA5525.in August 1995.
 AA5525
 AA5525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5525.GEOID18 height accuracy estimate available here.
 AA5525
 AA5525.Click photographs - Photos may exist for this station.
 AA5525
 AA5525.The dynamic height is computed by dividing the NAVD 88
 AA5525.geopotential number by the normal gravity value computed on the
 AA5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5525.degrees latitude (g = 980.6199 gals.).
 AA5525
 AA5525.The modeled gravity was interpolated from observed gravity values.
 AA5525
 AA5525;                    North         East    Units  Estimated Accuracy
 AA5525;SPC MI S     -    89,430.    4,052,010.      MT  (+/- 180 meters Scaled)
 AA5525
 AA5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG744870(NAD 83)
 AA5525
 AA5525                          SUPERSEDED SURVEY CONTROL
 AA5525
 AA5525.No superseded survey control is available for this station.
 AA5525
 AA5525_MARKER: DD = SURVEY DISK
 AA5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5525_STAMPING: ANN ARBOR MICH. BENCHMARK NO. 1015
 AA5525_MARK LOGO: MI0150
 AA5525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5525+STABILITY: SURFACE MOTION
 AA5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5525+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5525
 AA5525  HISTORY     - Date     Condition        Report By
 AA5525  HISTORY     - 1972     MONUMENTED       MI0150
 AA5525  HISTORY     - 20010331 GOOD             NGS
 AA5525  HISTORY     - 20160503 GOOD             MI0150
 AA5525
 AA5525                          STATION DESCRIPTION
 AA5525
 AA5525'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5525'STATION 1015 IS LOCATED ON THE SOUTHEAST CORNER OF DELAFIELD DRIVE AND
 AA5525'BROOKSIDE DRIVE, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5525'16, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5525'STATION IS LOCATED 0.9 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE 5 FT
 AA5525'(1.5 M) CONCRETE WALK ALONG THE SOUTH SIDE OF BROOKSIDE DRIVE AND 0.7
 AA5525'FT (0.2 M) EAST OF THE EAST EDGE OF THE 5 FT (1.5 M) CONCRETE WALK
 AA5525'ALONG THE EAST SIDE OF DELAFIELD DRIVE. SAID STATION IS A VERTICAL
 AA5525'CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF
 AA5525'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III AND IS
 AA5525'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5525'1972.
 AA5525
 AA5525                          STATION RECOVERY (2001)
 AA5525
 AA5525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5525
 AA5525                          STATION RECOVERY (2016)
 AA5525
 AA5525'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5526 ***********************************************************************
 AA5526  DESIGNATION -  1016
 AA5526  PID         -  AA5526
 AA5526  STATE/COUNTY-  MI/WASHTENAW
 AA5526  COUNTRY     -  US
 AA5526  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5526
 AA5526                         *CURRENT SURVEY CONTROL
 AA5526  ______________________________________________________________________
 AA5526* NAD 83(1986) POSITION- 42 18 59.     (N) 083 44 01.     (W)   SCALED
 AA5526* NAVD 88 ORTHO HEIGHT -   286.116 (meters)      938.70  (feet) ADJUSTED
 AA5526  ______________________________________________________________________
 AA5526  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 AA5526  DYNAMIC HEIGHT  -        286.028 (meters)      938.41  (feet) COMP
 AA5526  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 AA5526
 AA5526  VERT ORDER      -  SECOND    CLASS II
 AA5526
 AA5526.The horizontal coordinates were scaled from a map and have
 AA5526.an estimated accuracy of +/- 6 seconds.
 AA5526
 AA5526.The orthometric height was determined by differential leveling and
 AA5526.adjusted by the NATIONAL GEODETIC SURVEY
 AA5526.in August 1995.
 AA5526
 AA5526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5526.GEOID18 height accuracy estimate available here.
 AA5526
 AA5526.Click photographs - Photos may exist for this station.
 AA5526
 AA5526.The dynamic height is computed by dividing the NAVD 88
 AA5526.geopotential number by the normal gravity value computed on the
 AA5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5526.degrees latitude (g = 980.6199 gals.).
 AA5526
 AA5526.The modeled gravity was interpolated from observed gravity values.
 AA5526
 AA5526;                    North         East    Units  Estimated Accuracy
 AA5526;SPC MI S     -    90,880.    4,052,190.      MT  (+/- 180 meters Scaled)
 AA5526
 AA5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747885(NAD 83)
 AA5526
 AA5526                          SUPERSEDED SURVEY CONTROL
 AA5526
 AA5526.No superseded survey control is available for this station.
 AA5526
 AA5526_MARKER: DD = SURVEY DISK
 AA5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5526_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1016
 AA5526_MARK LOGO: MI0150
 AA5526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5526+STABILITY: SURFACE MOTION
 AA5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5526+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5526
 AA5526  HISTORY     - Date     Condition        Report By
 AA5526  HISTORY     - 1993     MONUMENTED       MI0150
 AA5526  HISTORY     - 20160503 GOOD             MI0150
 AA5526
 AA5526                          STATION DESCRIPTION
 AA5526
 AA5526'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5526'STATION 1016 IS LOCATED AT THE NORTHEAST CORNER OF DHU VARREN ROAD AND
 AA5526'PONTIAC TRAIL, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 9,
 AA5526'ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 4.0 FT (1.2 M)
 AA5526'SOUTHEASTERLY OF THE POWER POLE AND 4.7 FT (1.4 M) NORTHEAST OF THE
 AA5526'FIRE HYDRANT. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5526'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5526'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5526'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5526
 AA5526                          STATION RECOVERY (2016)
 AA5526
 AA5526'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5527 ***********************************************************************
 AA5527  DESIGNATION -  1017
 AA5527  PID         -  AA5527
 AA5527  STATE/COUNTY-  MI/WASHTENAW
 AA5527  COUNTRY     -  US
 AA5527  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5527
 AA5527                         *CURRENT SURVEY CONTROL
 AA5527  ______________________________________________________________________
 AA5527* NAD 83(1986) POSITION- 42 17 57.     (N) 083 43 59.     (W)   SCALED
 AA5527* NAVD 88 ORTHO HEIGHT -   261.042 (meters)      856.44  (feet) ADJUSTED
 AA5527  ______________________________________________________________________
 AA5527  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 AA5527  DYNAMIC HEIGHT  -        260.960 (meters)      856.17  (feet) COMP
 AA5527  MODELED GRAVITY -    980,302.0   (mgal)                       NAVD 88
 AA5527
 AA5527  VERT ORDER      -  SECOND    CLASS II
 AA5527
 AA5527.The horizontal coordinates were scaled from a map and have
 AA5527.an estimated accuracy of +/- 6 seconds.
 AA5527
 AA5527.The orthometric height was determined by differential leveling and
 AA5527.adjusted by the NATIONAL GEODETIC SURVEY
 AA5527.in August 1995.
 AA5527
 AA5527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5527.GEOID18 height accuracy estimate available here.
 AA5527
 AA5527.Click photographs - Photos may exist for this station.
 AA5527
 AA5527.The dynamic height is computed by dividing the NAVD 88
 AA5527.geopotential number by the normal gravity value computed on the
 AA5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5527.degrees latitude (g = 980.6199 gals.).
 AA5527
 AA5527.The modeled gravity was interpolated from observed gravity values.
 AA5527
 AA5527;                    North         East    Units  Estimated Accuracy
 AA5527;SPC MI S     -    88,970.    4,052,250.      MT  (+/- 180 meters Scaled)
 AA5527
 AA5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747866(NAD 83)
 AA5527
 AA5527                          SUPERSEDED SURVEY CONTROL
 AA5527
 AA5527.No superseded survey control is available for this station.
 AA5527
 AA5527_MARKER: DD = SURVEY DISK
 AA5527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5527_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1017
 AA5527_MARK LOGO: MI0150
 AA5527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5527+STABILITY: SURFACE MOTION
 AA5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5527+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 AA5527
 AA5527  HISTORY     - Date     Condition        Report By
 AA5527  HISTORY     - 1972     MONUMENTED       MI0150
 AA5527  HISTORY     - 20010331 GOOD             NGS
 AA5527  HISTORY     - 20160503 GOOD             MI0150
 AA5527
 AA5527                          STATION DESCRIPTION
 AA5527
 AA5527'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5527'STATION 1017 IS LOCATED AT THE ENTRANCE TO NORTHSIDE SCHOOL (OFF
 AA5527'BARTON DRIVE), SAID STATION BEING THE NORTHWEST 1/4 OF SECTION 21, ANN
 AA5527'ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5527'LOCATED 2.3 FT (0.7 M) SOUTH OF THE FLAGPOLE AND 7.8 FT (2.4 M) EAST
 AA5527'OF THE EAST EDGE OF THE NORTH-SOUTH CONCRETE WALK TO THE MAIN
 AA5527'ENTRANCE. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED
 AA5527'AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET
 AA5527'IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THE POINT WAS
 AA5527'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5527
 AA5527                          STATION RECOVERY (2001)
 AA5527
 AA5527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5527
 AA5527                          STATION RECOVERY (2016)
 AA5527
 AA5527'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5528 ***********************************************************************
 AA5528  DESIGNATION -  1018
 AA5528  PID         -  AA5528
 AA5528  STATE/COUNTY-  MI/WASHTENAW
 AA5528  COUNTRY     -  US
 AA5528  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5528
 AA5528                         *CURRENT SURVEY CONTROL
 AA5528  ______________________________________________________________________
 AA5528* NAD 83(1986) POSITION- 42 13 47.     (N) 083 43 46.     (W)   SCALED
 AA5528* NAVD 88 ORTHO HEIGHT -   252.588 (meters)      828.70  (feet) ADJUSTED
 AA5528  ______________________________________________________________________
 AA5528  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 AA5528  DYNAMIC HEIGHT  -        252.507 (meters)      828.43  (feet) COMP
 AA5528  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 AA5528
 AA5528  VERT ORDER      -  SECOND    CLASS II
 AA5528
 AA5528.The horizontal coordinates were scaled from a map and have
 AA5528.an estimated accuracy of +/- 6 seconds.
 AA5528
 AA5528.The orthometric height was determined by differential leveling and
 AA5528.adjusted by the NATIONAL GEODETIC SURVEY
 AA5528.in August 1995.
 AA5528
 AA5528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5528.GEOID18 height accuracy estimate available here.
 AA5528
 AA5528.Click photographs - Photos may exist for this station.
 AA5528
 AA5528.The dynamic height is computed by dividing the NAVD 88
 AA5528.geopotential number by the normal gravity value computed on the
 AA5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5528.degrees latitude (g = 980.6199 gals.).
 AA5528
 AA5528.The modeled gravity was interpolated from observed gravity values.
 AA5528
 AA5528;                    North         East    Units  Estimated Accuracy
 AA5528;SPC MI S     -    81,260.    4,052,600.      MT  (+/- 180 meters Scaled)
 AA5528
 AA5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747788(NAD 83)
 AA5528
 AA5528                          SUPERSEDED SURVEY CONTROL
 AA5528
 AA5528.No superseded survey control is available for this station.
 AA5528
 AA5528_MARKER: DD = SURVEY DISK
 AA5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5528_STAMPING: BENCH MARK NO. 1018
 AA5528_MARK LOGO: MI0150
 AA5528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5528+STABILITY: SURFACE MOTION
 AA5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5528+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5528
 AA5528  HISTORY     - Date     Condition        Report By
 AA5528  HISTORY     - 1993     MONUMENTED       MI0150
 AA5528  HISTORY     - 20160923 GOOD             MI0150
 AA5528
 AA5528                          STATION DESCRIPTION
 AA5528
 AA5528'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5528'STATION 1018 IS LOCATED ON THE NORTH SIDE OF ELLSWORTH ROAD WEST OF
 AA5528'THE ANN ARBOR RAILROAD TRACKS, SAID STATION BEING IN THE SOUTHWEST 1/4
 AA5528'OF SECTION 9, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5528'THE STATION IS LOCATED 25.9 FT (7.9 M) WEST OF THE WEST RAIL OF THE
 AA5528'RAILROAD TRACKS AND 3.5 FT (1.1 M) NORTH OF THE NORTH BACK OF CURB
 AA5528'ALONG ELLSWORTH ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND
 AA5528'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5528'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5528'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5528
 AA5528                          STATION RECOVERY (2016)
 AA5528
 AA5528'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5529 ***********************************************************************
 AA5529  DESIGNATION -  1019
 AA5529  PID         -  AA5529
 AA5529  STATE/COUNTY-  MI/WASHTENAW
 AA5529  COUNTRY     -  US
 AA5529  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5529
 AA5529                         *CURRENT SURVEY CONTROL
 AA5529  ______________________________________________________________________
 AA5529* NAD 83(1986) POSITION- 42 15 23.     (N) 083 41 04.     (W)   SCALED
 AA5529* NAVD 88 ORTHO HEIGHT -   245.659 (meters)      805.97  (feet) ADJUSTED
 AA5529  ______________________________________________________________________
 AA5529  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 AA5529  DYNAMIC HEIGHT  -        245.578 (meters)      805.70  (feet) COMP
 AA5529  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 AA5529
 AA5529  VERT ORDER      -  SECOND    CLASS II
 AA5529
 AA5529.The horizontal coordinates were scaled from a map and have
 AA5529.an estimated accuracy of +/- 6 seconds.
 AA5529
 AA5529.The orthometric height was determined by differential leveling and
 AA5529.adjusted by the NATIONAL GEODETIC SURVEY
 AA5529.in August 1995.
 AA5529
 AA5529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5529.GEOID18 height accuracy estimate available here.
 AA5529
 AA5529.Click photographs - Photos may exist for this station.
 AA5529
 AA5529.The dynamic height is computed by dividing the NAVD 88
 AA5529.geopotential number by the normal gravity value computed on the
 AA5529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5529.degrees latitude (g = 980.6199 gals.).
 AA5529
 AA5529.The modeled gravity was interpolated from observed gravity values.
 AA5529
 AA5529;                    North         East    Units  Estimated Accuracy
 AA5529;SPC MI S     -    84,250.    4,056,290.      MT  (+/- 180 meters Scaled)
 AA5529
 AA5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG785817(NAD 83)
 AA5529
 AA5529                          SUPERSEDED SURVEY CONTROL
 AA5529
 AA5529.No superseded survey control is available for this station.
 AA5529
 AA5529_MARKER: Q = CHISELED SQUARE
 AA5529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5529_MARK LOGO: NONE
 AA5529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5529
 AA5529  HISTORY     - Date     Condition        Report By
 AA5529  HISTORY     - 1993     MONUMENTED       MI0150
 AA5529  HISTORY     - 20160907 MARK NOT FOUND   MI0150
 AA5529
 AA5529                          STATION DESCRIPTION
 AA5529
 AA5529'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (DK)
 AA5529'STATION 1019 IS LOCATED ON US-23, APPROXIMATELY 0.32 MI (0.51 KM)
 AA5529'NORTH OF WASHTENAW AVE., SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5529'SECTION 35, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED IN
 AA5529'THE GRASS TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND US-23, 0.32
 AA5529'MI (0.51 KM) NORTH OF THE PHYSICAL CENTERLINE OF WASHTENAW AVE., ALSO
 AA5529'DESCRIBED AS BEING 18.3 FT (5.6 M) NORTHEAST OF THE SOUTHEAST CORNER
 AA5529'OF THE CONCRETE BASE TO AN OVERHEAD HIGHWAY SIGN FOR SOUTHBOUND US-23.
 AA5529'SAID STATION IS A VERTICAL CONTROL POINT AND IS DESCRIBED AS A
 AA5529'CHISELLED SQUARE ON THE TOP AND WEST END OF AN 18 INCH CONCRETE
 AA5529'CULVERT RUNNING NORTHBOUND US-23. THIS POINT WAS ESTABLISHED BY THE
 AA5529'CITY OF ANN ARBOR IN 1993.
 AA5529
 AA5529                          STATION RECOVERY (2016)
 AA5529
 AA5529'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5529'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0140 ***********************************************************************
 OK0140  DESIGNATION -  102 1/2
 OK0140  PID         -  OK0140
 OK0140  STATE/COUNTY-  MI/CLINTON
 OK0140  COUNTRY     -  US
 OK0140  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0140
 OK0140                         *CURRENT SURVEY CONTROL
 OK0140  ______________________________________________________________________
 OK0140* NAD 83(1986) POSITION- 43 00 14.     (N) 084 38 37.     (W)   SCALED
 OK0140* NAVD 88 ORTHO HEIGHT -   226.761 (meters)      743.97  (feet) ADJUSTED
 OK0140  ______________________________________________________________________
 OK0140  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 OK0140  DYNAMIC HEIGHT  -        226.709 (meters)      743.79  (feet) COMP
 OK0140  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 OK0140
 OK0140  VERT ORDER      -  SECOND    CLASS 0
 OK0140
 OK0140.The horizontal coordinates were scaled from a map and have
 OK0140.an estimated accuracy of +/- 6 seconds.
 OK0140
 OK0140.The orthometric height was determined by differential leveling and
 OK0140.adjusted by the NATIONAL GEODETIC SURVEY
 OK0140.in June 1991.
 OK0140
 OK0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0140.GEOID18 height accuracy estimate available here.
 OK0140
 OK0140.Click photographs - Photos may exist for this station.
 OK0140
 OK0140.The dynamic height is computed by dividing the NAVD 88
 OK0140.geopotential number by the normal gravity value computed on the
 OK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0140.degrees latitude (g = 980.6199 gals.).
 OK0140
 OK0140.The modeled gravity was interpolated from observed gravity values.
 OK0140
 OK0140;                    North         East    Units  Estimated Accuracy
 OK0140;SPC MI S     -   167,090.    3,977,420.      MT  (+/- 180 meters Scaled)
 OK0140
 OK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN920639(NAD 83)
 OK0140
 OK0140                          SUPERSEDED SURVEY CONTROL
 OK0140
 OK0140  NGVD 29 (??/??/92)  226.901  (m)          744.42   (f) ADJ UNCH    2 0
 OK0140
 OK0140.Superseded values are not recommended for survey control.
 OK0140
 OK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0140.See file dsdata.pdf to determine how the superseded data were derived.
 OK0140
 OK0140_MARKER: Z = SEE DESCRIPTION
 OK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0140_STAMPING: BM 102 1/2
 OK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0140+STABILITY: SURFACE MOTION
 OK0140
 OK0140  HISTORY     - Date     Condition        Report By
 OK0140  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0140  HISTORY     - 1934     GOOD             CGS
 OK0140  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 OK0140  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0140
 OK0140                          STATION DESCRIPTION
 OK0140
 OK0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0140'4.4 MI W FROM ST JOHNS.
 OK0140'4.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0140'STATION AT SAINT JOHNS, CLINTON COUNTY, 62 YARDS EAST OF A LARGE
 OK0140'TREE, 15 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF A FENCE,
 OK0140'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0140'STAMPED BM 102 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0140
 OK0140                          STATION RECOVERY (1994)
 OK0140
 OK0140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0140'MARK NOT FOUND.
 OK0140
 OK0140                          STATION RECOVERY (2001)
 OK0140
 OK0140'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0140'MONUMENT NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5146 ***********************************************************************
 AA5146  DESIGNATION -  102 YPSI
 AA5146  PID         -  AA5146
 AA5146  STATE/COUNTY-  MI/WASHTENAW
 AA5146  COUNTRY     -  US
 AA5146  USGS QUAD   -  YPSILANTI EAST (2017)
 AA5146
 AA5146                         *CURRENT SURVEY CONTROL
 AA5146  ______________________________________________________________________
 AA5146* NAD 83(2011) POSITION- 42 12 50.91287(N) 083 36 49.88538(W)   ADJUSTED
 AA5146* NAD 83(2011) ELLIP HT-   193.837 (meters)        (06/27/12)   ADJUSTED
 AA5146* NAD 83(2011) EPOCH   -  2010.00
 AA5146* NAVD 88 ORTHO HEIGHT -   228.2   (meters)      749.    (feet) GPS OBS
 AA5146  ______________________________________________________________________
 AA5146  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5146  GEOID HEIGHT    -         -34.17 (meters)                     GEOID93
 AA5146  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 AA5146  NAD 83(2011) X  -    526,243.973 (meters)                     COMP
 AA5146  NAD 83(2011) Y  - -4,701,835.856 (meters)                     COMP
 AA5146  NAD 83(2011) Z  -  4,263,380.699 (meters)                     COMP
 AA5146  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 AA5146
 AA5146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5146  Standards:
 AA5146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5146  -------------------------------------------------------------------
 AA5146  NETWORK   14.61  20.50           6.66   5.03  10.46      0.12441001
 AA5146  -------------------------------------------------------------------
 AA5146  Click here for local accuracies and other accuracy information.
 AA5146
 AA5146.The horizontal coordinates were established by GPS observations
 AA5146.and adjusted by the National Geodetic Survey in June 2012.
 AA5146
 AA5146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5146.been affixed to the stable North American tectonic plate. See 
 AA5146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5146
 AA5146.The horizontal coordinates are valid at the epoch date displayed above
 AA5146.which is a decimal equivalence of Year/Month/Day.
 AA5146
 AA5146.The orthometric height was determined by GPS observations and a
 AA5146.high-resolution geoid model.
 AA5146
 AA5146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5146.GEOID18 height accuracy estimate available here.
 AA5146
 AA5146.Click photographs - Photos may exist for this station.
 AA5146
 AA5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5146
 AA5146.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5146
 AA5146.The ellipsoidal height was determined by GPS observations
 AA5146.and is referenced to NAD 83.
 AA5146
 AA5146. The following values were computed from the NAD 83(2011) position.
 AA5146
 AA5146;                    North         East     Units Scale Factor Converg.
 AA5146;SPC MI S     -    79,603.833 4,062,158.911   MT  0.99997493   +0 30 44.3
 AA5146;SPC MI S     -   261,167.43 13,327,293.02   iFT  0.99997493   +0 30 44.3
 AA5146;UTM  17      - 4,676,860.567   284,246.485   MT  1.00017279   -1 45 25.0
 AA5146
 AA5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5146!SPC MI S     -   0.99996960  x   0.99997493  =   0.99994453
 AA5146!UTM  17      -   0.99996960  x   1.00017279  =   1.00014238
 AA5146
 AA5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8424676860(NAD 83)
 AA5146
 AA5146                          SUPERSEDED SURVEY CONTROL
 AA5146
 AA5146  NAD 83(2007)-  42 12 50.91316(N)    083 36 49.88608(W) AD(2002.00) 0
 AA5146  ELLIP H (02/10/07)  193.843  (m)                       GP(2002.00)    
 AA5146  ELLIP H (07/12/02)  193.925  (m)                       GP(       ) 4 1
 AA5146  NAD 83(1994)-  42 12 50.91286(N)    083 36 49.88524(W) AD(       ) 1
 AA5146  ELLIP H (02/03/97)  193.974  (m)                       GP(       ) 4 1
 AA5146  NAD 83(1986)-  42 12 50.91875(N)    083 36 49.91000(W) AD(       ) 1
 AA5146
 AA5146.Superseded values are not recommended for survey control.
 AA5146
 AA5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5146.See file dsdata.pdf to determine how the superseded data were derived.
 AA5146
 AA5146_MARKER: DD = SURVEY DISK
 AA5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5146_STAMPING: 102
 AA5146_MARK LOGO: MI-161
 AA5146_PROJECTION: FLUSH
 AA5146_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5146+STABILITY: SURFACE MOTION
 AA5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5146+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 AA5146
 AA5146  HISTORY     - Date     Condition        Report By
 AA5146  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5146  HISTORY     - 20200407 GOOD             MCA
 AA5146
 AA5146                          STATION DESCRIPTION
 AA5146
 AA5146'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5146'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5146'APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE CITY OF YPSILANTI. THE
 AA5146'STATION IS IN THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH,
 AA5146'RANGE 7 EAST, YPSILANTI TOWNSHIP. TO REACH THE STATION FROM THE
 AA5146'INTERSECTION OF I-94 AND THE WHITTAKER ROAD EXIT, PROCEED SOUTH ON
 AA5146'WHITAKER ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH HURON RIVER
 AA5146'DRIVE. TURN LEFT AND PROCEED EAST ON HURON RIVER DRIVE FOR 0.5 MI (0.8
 AA5146'KM) TO THE INTERSECTION WITH THE ENTRANCE ROAD TO THE YPSILANTI
 AA5146'TOWNSHIP CIVIC CENTER, AND THE STATION IN THE SOUTHEAST CORNER OF THE
 AA5146'INTERSECTION. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5146'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY
 AA5146'REMONUMENTATION GEODETIC CONTROL 102'. THE DISK IS LOCATED 55.0 FT
 AA5146'(16.8 M) N40W OF A WATER MANHOLE LOCATED IN THE ENTRANCE ROAD ISLAND,
 AA5146'13.2 FT (4.0 M) N60W OF THE TOP CENTER OF A FIRE HYDRANT, 20.0 FT (6.1
 AA5146'M) N25W OF A LIGHT POLE, AND 60.0 FT (18.3 M) N75E OF A POWER POLE.
 AA5146
 AA5146                          STATION RECOVERY (2020)
 AA5146
 AA5146'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 AA5146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5530 ***********************************************************************
 AA5530  DESIGNATION -  1020
 AA5530  PID         -  AA5530
 AA5530  STATE/COUNTY-  MI/WASHTENAW
 AA5530  COUNTRY     -  US
 AA5530  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5530
 AA5530                         *CURRENT SURVEY CONTROL
 AA5530  ______________________________________________________________________
 AA5530* NAD 83(1986) POSITION- 42 19 01.     (N) 083 43 14.     (W)   SCALED
 AA5530* NAVD 88 ORTHO HEIGHT -   280.795 (meters)      921.24  (feet) ADJUSTED
 AA5530  ______________________________________________________________________
 AA5530  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 AA5530  DYNAMIC HEIGHT  -        280.708 (meters)      920.96  (feet) COMP
 AA5530  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 AA5530
 AA5530  VERT ORDER      -  SECOND    CLASS II
 AA5530
 AA5530.The horizontal coordinates were scaled from a map and have
 AA5530.an estimated accuracy of +/- 6 seconds.
 AA5530
 AA5530.The orthometric height was determined by differential leveling and
 AA5530.adjusted by the NATIONAL GEODETIC SURVEY
 AA5530.in August 1995.
 AA5530
 AA5530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5530.GEOID18 height accuracy estimate available here.
 AA5530
 AA5530.Click photographs - Photos may exist for this station.
 AA5530
 AA5530.The dynamic height is computed by dividing the NAVD 88
 AA5530.geopotential number by the normal gravity value computed on the
 AA5530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5530.degrees latitude (g = 980.6199 gals.).
 AA5530
 AA5530.The modeled gravity was interpolated from observed gravity values.
 AA5530
 AA5530;                    North         East    Units  Estimated Accuracy
 AA5530;SPC MI S     -    90,950.    4,053,260.      MT  (+/- 180 meters Scaled)
 AA5530
 AA5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758885(NAD 83)
 AA5530
 AA5530                          SUPERSEDED SURVEY CONTROL
 AA5530
 AA5530.No superseded survey control is available for this station.
 AA5530
 AA5530_MARKER: DD = SURVEY DISK
 AA5530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5530_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1020
 AA5530_MARK LOGO: MI0150
 AA5530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5530+STABILITY: SURFACE MOTION
 AA5530
 AA5530  HISTORY     - Date     Condition        Report By
 AA5530  HISTORY     - 1993     MONUMENTED       MI0150
 AA5530
 AA5530                          STATION DESCRIPTION
 AA5530
 AA5530'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5530'STATION 1020 IS LOCATED ON THE NORTH SIDE OF DHU VARREN ROAD, WEST OF
 AA5530'THE GRAVEL DRIVE TO THE DETROIT EDISON POWER STATION, SAID STATION
 AA5530'BEING IN THE SOUTHEAST 1/4 OF SECTION 9, ANN ARBOR TOWNSHIP, MICHIGAN.
 AA5530'THE STATION IS LOCATED 5.5 FT (1.7 M) NORTH OF THE FIRE HYDRANT AND 14
 AA5530'FT (4.3 M) WEST OF THE WEST EDGE OF THE GRAVEL DRIVE TO THE DETROIT
 AA5530'EDITSON POWER STATION. SAID STATION IS A VERTICAL CONTROL MONUMENT AND
 AA5530'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5530'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5530'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5531 ***********************************************************************
 AA5531  DESIGNATION -  1021
 AA5531  PID         -  AA5531
 AA5531  STATE/COUNTY-  MI/WASHTENAW
 AA5531  COUNTRY     -  US
 AA5531  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5531
 AA5531                         *CURRENT SURVEY CONTROL
 AA5531  ______________________________________________________________________
 AA5531* NAD 83(1986) POSITION- 42 15 56.     (N) 083 43 11.     (W)   SCALED
 AA5531* NAVD 88 ORTHO HEIGHT -   280.137 (meters)      919.08  (feet) ADJUSTED
 AA5531  ______________________________________________________________________
 AA5531  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 AA5531  DYNAMIC HEIGHT  -        280.048 (meters)      918.79  (feet) COMP
 AA5531  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 AA5531
 AA5531  VERT ORDER      -  SECOND    CLASS II
 AA5531
 AA5531.The horizontal coordinates were scaled from a map and have
 AA5531.an estimated accuracy of +/- 6 seconds.
 AA5531
 AA5531.The orthometric height was determined by differential leveling and
 AA5531.adjusted by the NATIONAL GEODETIC SURVEY
 AA5531.in August 1995.
 AA5531
 AA5531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5531.GEOID18 height accuracy estimate available here.
 AA5531
 AA5531.Click photographs - Photos may exist for this station.
 AA5531
 AA5531.The dynamic height is computed by dividing the NAVD 88
 AA5531.geopotential number by the normal gravity value computed on the
 AA5531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5531.degrees latitude (g = 980.6199 gals.).
 AA5531
 AA5531.The modeled gravity was interpolated from observed gravity values.
 AA5531
 AA5531;                    North         East    Units  Estimated Accuracy
 AA5531;SPC MI S     -    85,240.    4,053,370.      MT  (+/- 180 meters Scaled)
 AA5531
 AA5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG756828(NAD 83)
 AA5531
 AA5531                          SUPERSEDED SURVEY CONTROL
 AA5531
 AA5531.No superseded survey control is available for this station.
 AA5531
 AA5531_MARKER: DD = SURVEY DISK
 AA5531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5531_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1021
 AA5531_MARK LOGO: MI0150
 AA5531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5531+STABILITY: SURFACE MOTION
 AA5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5531+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 AA5531
 AA5531  HISTORY     - Date     Condition        Report By
 AA5531  HISTORY     - 1972     MONUMENTED       MI0150
 AA5531  HISTORY     - 20160907 GOOD             MI0150
 AA5531
 AA5531                          STATION DESCRIPTION
 AA5531
 AA5531'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5531'STATION 1021 IS LOCATED AT THE NORTHWEST CORNER OF WASHTENAW AVENUE
 AA5531'AND BROCKMAN BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5531'SECTION 34, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5531'THE STATION IS LOCATED 12.35 FT (3.76 M) SOUTHWEST OF THE SOUTHWEST
 AA5531'EDGE OF THE 5 FT (1.5 M) CONCRETE WALK ALONG THE SOUTHWEST SIDE OF
 AA5531'WASHTENAW AVENUE AND 0.45 FT (0.14 M) NORTHWEST OF THE NORTHWEST EDGE
 AA5531'OF THE 5 FT (1.5 M) CONCRETE WALK ALONG THE NORTHWEST SIDE OF BROCKMAN
 AA5531'BOULEVARD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5531'DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5531'WHICH IS SET IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND.
 AA5531'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5531
 AA5531                          STATION RECOVERY (2016)
 AA5531
 AA5531'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5532 ***********************************************************************
 AA5532  DESIGNATION -  1022
 AA5532  PID         -  AA5532
 AA5532  STATE/COUNTY-  MI/WASHTENAW
 AA5532  COUNTRY     -  US
 AA5532  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5532
 AA5532                         *CURRENT SURVEY CONTROL
 AA5532  ______________________________________________________________________
 AA5532* NAD 83(1986) POSITION- 42 17 15.     (N) 083 43 08.     (W)   SCALED
 AA5532* NAVD 88 ORTHO HEIGHT -   244.562 (meters)      802.37  (feet) ADJUSTED
 AA5532  ______________________________________________________________________
 AA5532  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 AA5532  DYNAMIC HEIGHT  -        244.484 (meters)      802.11  (feet) COMP
 AA5532  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 AA5532
 AA5532  VERT ORDER      -  SECOND    CLASS II
 AA5532
 AA5532.The horizontal coordinates were scaled from a map and have
 AA5532.an estimated accuracy of +/- 6 seconds.
 AA5532
 AA5532.The orthometric height was determined by differential leveling and
 AA5532.adjusted by the NATIONAL GEODETIC SURVEY
 AA5532.in August 1995.
 AA5532
 AA5532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5532.GEOID18 height accuracy estimate available here.
 AA5532
 AA5532.Click photographs - Photos may exist for this station.
 AA5532
 AA5532.The dynamic height is computed by dividing the NAVD 88
 AA5532.geopotential number by the normal gravity value computed on the
 AA5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5532.degrees latitude (g = 980.6199 gals.).
 AA5532
 AA5532.The modeled gravity was interpolated from observed gravity values.
 AA5532
 AA5532;                    North         East    Units  Estimated Accuracy
 AA5532;SPC MI S     -    87,680.    4,053,420.      MT  (+/- 180 meters Scaled)
 AA5532
 AA5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758852(NAD 83)
 AA5532
 AA5532                          SUPERSEDED SURVEY CONTROL
 AA5532
 AA5532.No superseded survey control is available for this station.
 AA5532
 AA5532_MARKER: DD = SURVEY DISK
 AA5532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5532_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1022
 AA5532_MARK LOGO: MI0150
 AA5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5532+STABILITY: SURFACE MOTION
 AA5532
 AA5532  HISTORY     - Date     Condition        Report By
 AA5532  HISTORY     - 1993     MONUMENTED       MI0150
 AA5532
 AA5532                          STATION DESCRIPTION
 AA5532
 AA5532'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5532'STATION 1022 IS LOCATED ON THE NORTH SIDE OF GLAZIER WAY IN THE GRASS
 AA5532'TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND BONISTEEL BOULEVARD,
 AA5532'SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 22, ANN ARBOR
 AA5532'TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED
 AA5532'36.45 FT (11.11 M) WEST OF THE EAST BACK OF CURB OF THE GRASS TRAFFIC
 AA5532'ISLAND OF BONISTEEL BOULEVARD AND 62 FT (18.9 M) NORTHEASTERLY OF THE
 AA5532'NORTHERLY BACK OF CURB OF GLAZIER WAY. SAID STATION IS A VERTICAL
 AA5532'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5532'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS
 AA5532'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5532'1993.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5533 ***********************************************************************
 AA5533  DESIGNATION -  1023
 AA5533  PID         -  AA5533
 AA5533  STATE/COUNTY-  MI/WASHTENAW
 AA5533  COUNTRY     -  US
 AA5533  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5533
 AA5533                         *CURRENT SURVEY CONTROL
 AA5533  ______________________________________________________________________
 AA5533* NAD 83(1986) POSITION- 42 15 12.     (N) 083 42 53.     (W)   SCALED
 AA5533* NAVD 88 ORTHO HEIGHT -   271.463 (meters)      890.62  (feet) ADJUSTED
 AA5533  ______________________________________________________________________
 AA5533  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 AA5533  DYNAMIC HEIGHT  -        271.377 (meters)      890.34  (feet) COMP
 AA5533  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 AA5533
 AA5533  VERT ORDER      -  SECOND    CLASS II
 AA5533
 AA5533.The horizontal coordinates were scaled from a map and have
 AA5533.an estimated accuracy of +/- 6 seconds.
 AA5533
 AA5533.The orthometric height was determined by differential leveling and
 AA5533.adjusted by the NATIONAL GEODETIC SURVEY
 AA5533.in August 1995.
 AA5533
 AA5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5533.GEOID18 height accuracy estimate available here.
 AA5533
 AA5533.Click photographs - Photos may exist for this station.
 AA5533
 AA5533.The dynamic height is computed by dividing the NAVD 88
 AA5533.geopotential number by the normal gravity value computed on the
 AA5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5533.degrees latitude (g = 980.6199 gals.).
 AA5533
 AA5533.The modeled gravity was interpolated from observed gravity values.
 AA5533
 AA5533;                    North         East    Units  Estimated Accuracy
 AA5533;SPC MI S     -    83,890.    4,053,800.      MT  (+/- 180 meters Scaled)
 AA5533
 AA5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG760814(NAD 83)
 AA5533
 AA5533                          SUPERSEDED SURVEY CONTROL
 AA5533
 AA5533.No superseded survey control is available for this station.
 AA5533
 AA5533_MARKER: DD = SURVEY DISK
 AA5533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5533_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1023
 AA5533_MARK LOGO: MI0150
 AA5533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5533+STABILITY: SURFACE MOTION
 AA5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5533+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 AA5533
 AA5533  HISTORY     - Date     Condition        Report By
 AA5533  HISTORY     - 1972     MONUMENTED       MI0150
 AA5533  HISTORY     - 20040918 GOOD             USPSQD
 AA5533  HISTORY     - 20160907 GOOD             MI0150
 AA5533
 AA5533                          STATION DESCRIPTION
 AA5533
 AA5533'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5533'STATION 1023 IS LOCATED ON THE NORTH SIDE OF INDEPENDENCE BOULEVARD
 AA5533'AND WEST OF ESSEX ROAD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5533'SECTION 3, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5533'THE STATION IS LOCATED 0.7 FT (0.2 M) NORTH OF THE NORTH EDGE OF THE 5
 AA5533'FT (1.5 M) CONCRETE WALK ALONG THE NORTH SIDE OF INDEPENDENCE
 AA5533'BOULEVARD AND 8.3 FT (2.5 M) WEST OF THE WEST EDGE OF THE CONCRETE
 AA5533'DRIVE LEADING TO 2153 INDEPENDENCE BOULEVARD. SAID STATION IS A
 AA5533'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5533'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5533'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5533'ARBOR IN 1972.
 AA5533
 AA5533                          STATION RECOVERY (2004)
 AA5533
 AA5533'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5533'RECOVERED IN GOOD CONDITION.
 AA5533
 AA5533                          STATION RECOVERY (2016)
 AA5533
 AA5533'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0162 ***********************************************************************
 NF0162  DESIGNATION -  1024
 NF0162  PID         -  NF0162
 NF0162  STATE/COUNTY-  MI/JACKSON
 NF0162  COUNTRY     -  US
 NF0162  USGS QUAD   -  CEMENT CITY (2017)
 NF0162
 NF0162                         *CURRENT SURVEY CONTROL
 NF0162  ______________________________________________________________________
 NF0162* NAD 83(1986) POSITION- 42 06 40.     (N) 084 19 47.     (W)   SCALED
 NF0162* NAVD 88 ORTHO HEIGHT -   311.680 (meters)     1022.57  (feet) ADJUSTED
 NF0162  ______________________________________________________________________
 NF0162  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 NF0162  DYNAMIC HEIGHT  -        311.563 (meters)     1022.19  (feet) COMP
 NF0162  MODELED GRAVITY -    980,239.6   (mgal)                       NAVD 88
 NF0162
 NF0162  VERT ORDER      -  SECOND    CLASS 0
 NF0162
 NF0162.The horizontal coordinates were scaled from a map and have
 NF0162.an estimated accuracy of +/- 6 seconds.
 NF0162
 NF0162.The orthometric height was determined by differential leveling and
 NF0162.adjusted by the NATIONAL GEODETIC SURVEY
 NF0162.in June 1991.
 NF0162
 NF0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0162.GEOID18 height accuracy estimate available here.
 NF0162
 NF0162.Click photographs - Photos may exist for this station.
 NF0162
 NF0162.The dynamic height is computed by dividing the NAVD 88
 NF0162.geopotential number by the normal gravity value computed on the
 NF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0162.degrees latitude (g = 980.6199 gals.).
 NF0162
 NF0162.The modeled gravity was interpolated from observed gravity values.
 NF0162
 NF0162;                    North         East    Units  Estimated Accuracy
 NF0162;SPC MI S     -    67,880.    4,003,060.      MT  (+/- 180 meters Scaled)
 NF0162
 NF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM207655(NAD 83)
 NF0162
 NF0162                          SUPERSEDED SURVEY CONTROL
 NF0162
 NF0162  NGVD 29 (??/??/92)  311.796  (m)         1022.95   (f) ADJ UNCH    2 0
 NF0162
 NF0162.Superseded values are not recommended for survey control.
 NF0162
 NF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0162.See file dsdata.pdf to determine how the superseded data were derived.
 NF0162
 NF0162_MARKER: N = NAIL
 NF0162_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 NF0162_SP_SET: MAPLE TREE ROOT
 NF0162_MARK LOGO: USGS
 NF0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0162
 NF0162  HISTORY     - Date     Condition        Report By
 NF0162  HISTORY     - 1930     MONUMENTED       USGS
 NF0162  HISTORY     - 1934     GOOD             CGS
 NF0162  HISTORY     - 20010530 MARK NOT FOUND   ASMINC
 NF0162
 NF0162                          STATION DESCRIPTION
 NF0162
 NF0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0162'4.2 MI W FROM BROOKLYN.
 NF0162'4.2 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0162'COUNTY, 500 FEET WEST OF A LARGE BARN ON THE HAYES FARM, 40
 NF0162'YARDS SOUTHEAST OF A ROAD TO THE CLARKS LAKE COTTAGES, 28.6 FEET
 NF0162'SOUTH OF THE HIGHWAY, 28.9 FEET SOUTH OF POLE 7, AND IN THE ROOT
 NF0162'OF A 14-INCH MAPLE TREE, 4.5 FEET NORTH OF A FENCE LINE.  A
 NF0162'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 NF0162
 NF0162                          STATION RECOVERY (2001)
 NF0162
 NF0162'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5534 ***********************************************************************
 AA5534  DESIGNATION -  1024
 AA5534  PID         -  AA5534
 AA5534  STATE/COUNTY-  MI/WASHTENAW
 AA5534  COUNTRY     -  US
 AA5534  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5534
 AA5534                         *CURRENT SURVEY CONTROL
 AA5534  ______________________________________________________________________
 AA5534* NAD 83(1986) POSITION- 42 14 42.     (N) 083 42 31.     (W)   SCALED
 AA5534* NAVD 88 ORTHO HEIGHT -   249.266 (meters)      817.80  (feet) ADJUSTED
 AA5534  ______________________________________________________________________
 AA5534  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 AA5534  DYNAMIC HEIGHT  -        249.186 (meters)      817.54  (feet) COMP
 AA5534  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 AA5534
 AA5534  VERT ORDER      -  SECOND    CLASS II
 AA5534
 AA5534.The horizontal coordinates were scaled from a map and have
 AA5534.an estimated accuracy of +/- 6 seconds.
 AA5534
 AA5534.The orthometric height was determined by differential leveling and
 AA5534.adjusted by the NATIONAL GEODETIC SURVEY
 AA5534.in August 1995.
 AA5534
 AA5534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5534.GEOID18 height accuracy estimate available here.
 AA5534
 AA5534.Click photographs - Photos may exist for this station.
 AA5534
 AA5534.The dynamic height is computed by dividing the NAVD 88
 AA5534.geopotential number by the normal gravity value computed on the
 AA5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5534.degrees latitude (g = 980.6199 gals.).
 AA5534
 AA5534.The modeled gravity was interpolated from observed gravity values.
 AA5534
 AA5534;                    North         East    Units  Estimated Accuracy
 AA5534;SPC MI S     -    82,970.    4,054,310.      MT  (+/- 180 meters Scaled)
 AA5534
 AA5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG765805(NAD 83)
 AA5534
 AA5534                          SUPERSEDED SURVEY CONTROL
 AA5534
 AA5534.No superseded survey control is available for this station.
 AA5534
 AA5534_MARKER: DD = SURVEY DISK
 AA5534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5534_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1024
 AA5534_MARK LOGO: MI0150
 AA5534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5534+STABILITY: SURFACE MOTION
 AA5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5534+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5534
 AA5534  HISTORY     - Date     Condition        Report By
 AA5534  HISTORY     - 1972     MONUMENTED       MI0150
 AA5534  HISTORY     - 20040922 GOOD             USPSQD
 AA5534  HISTORY     - 20090929 GOOD             JCLS
 AA5534  HISTORY     - 20160923 GOOD             MI0150
 AA5534
 AA5534                          STATION DESCRIPTION
 AA5534
 AA5534'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5534'STATION 1024 IS LOCATED IN BUHR PARK ON THE NORTH SIDE OF PACKARD ROAD
 AA5534'AND EASTERLY OF THE COBBLESTONE FARM HOUSE, SAID STATION BEING IN THE
 AA5534'SOUTHEAST 1/4 OF SECTION 3, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN
 AA5534'ARBOR, MICHIGAN. THE STATION IS LOCATED 6.23 FT (1.90 M) SOUTHEAST OF
 AA5534'THE SOUTHWEST CORNER OF THE BUHR ROCK PEDESTAL AND 6.36 FT (1.94 M)
 AA5534'SOUTHWEST OF THE SOUTHEAST CORNER OF THE AFOREMENTIONED ROCK PEDESTAL.
 AA5534'SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5534'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5534'CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5534'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5534
 AA5534                          STATION RECOVERY (2004)
 AA5534
 AA5534'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5534'RECOVERED, BUT COORDINATES LISTED ARE OVER 200 FEET OFF PER MY GPS.
 AA5534'RECORDED (AVERAGED 50 READINGS) AS N42 14' 42.6, W083 42' 34.0
 AA5534
 AA5534                          STATION RECOVERY (2009)
 AA5534
 AA5534'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 AA5534'RECOVERED IN GOOD CONDITION.
 AA5534
 AA5534                          STATION RECOVERY (2016)
 AA5534
 AA5534'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5535 ***********************************************************************
 AA5535  DESIGNATION -  1025
 AA5535  PID         -  AA5535
 AA5535  STATE/COUNTY-  MI/WASHTENAW
 AA5535  COUNTRY     -  US
 AA5535  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5535
 AA5535                         *CURRENT SURVEY CONTROL
 AA5535  ______________________________________________________________________
 AA5535* NAD 83(1986) POSITION- 42 19 03.     (N) 083 42 26.     (W)   SCALED
 AA5535* NAVD 88 ORTHO HEIGHT -   291.285 (meters)      955.66  (feet) ADJUSTED
 AA5535  ______________________________________________________________________
 AA5535  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 AA5535  DYNAMIC HEIGHT  -        291.195 (meters)      955.36  (feet) COMP
 AA5535  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 AA5535
 AA5535  VERT ORDER      -  SECOND    CLASS II
 AA5535
 AA5535.The horizontal coordinates were scaled from a map and have
 AA5535.an estimated accuracy of +/- 6 seconds.
 AA5535
 AA5535.The orthometric height was determined by differential leveling and
 AA5535.adjusted by the NATIONAL GEODETIC SURVEY
 AA5535.in August 1995.
 AA5535
 AA5535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5535.GEOID18 height accuracy estimate available here.
 AA5535
 AA5535.Click photographs - Photos may exist for this station.
 AA5535
 AA5535.The dynamic height is computed by dividing the NAVD 88
 AA5535.geopotential number by the normal gravity value computed on the
 AA5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5535.degrees latitude (g = 980.6199 gals.).
 AA5535
 AA5535.The modeled gravity was interpolated from observed gravity values.
 AA5535
 AA5535;                    North         East    Units  Estimated Accuracy
 AA5535;SPC MI S     -    91,020.    4,054,360.      MT  (+/- 180 meters Scaled)
 AA5535
 AA5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG769885(NAD 83)
 AA5535
 AA5535                          SUPERSEDED SURVEY CONTROL
 AA5535
 AA5535.No superseded survey control is available for this station.
 AA5535
 AA5535_MARKER: DD = SURVEY DISK
 AA5535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5535_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1025
 AA5535_MARK LOGO: MI0150
 AA5535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5535+STABILITY: SURFACE MOTION
 AA5535
 AA5535  HISTORY     - Date     Condition        Report By
 AA5535  HISTORY     - 1993     MONUMENTED       MI0150
 AA5535
 AA5535                          STATION DESCRIPTION
 AA5535
 AA5535'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5535'STATION 1025 IS LOCATED AT THE NORTHEAST CORNER OF NIXON ROAD AND
 AA5535'GREEN ROAD, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 15, ANN
 AA5535'ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5535'LOCATED 42.6 FT (13.0 M) EAST OF THE EAST EDGE OF THE 8 FT (2.4 M)
 AA5535'ASPHALT BIKE PATH ALONG THE THE EAST SIDE OF NIXON ROAD AND 6.4 FT
 AA5535'(2.0 M) SOUTH OF THE SOUTH EDGE OF THE 8 FT (2.4 M) ASPHALT BIKE PATH
 AA5535'ALONG THE NORTH SIDE OF GREEN ROAD. SAID STATION IS A VERTICAL CONTROL
 AA5535'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5535'BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH
 AA5535'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5536 ***********************************************************************
 AA5536  DESIGNATION -  1026
 AA5536  PID         -  AA5536
 AA5536  STATE/COUNTY-  MI/WASHTENAW
 AA5536  COUNTRY     -  US
 AA5536  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5536
 AA5536                         *CURRENT SURVEY CONTROL
 AA5536  ______________________________________________________________________
 AA5536* NAD 83(1986) POSITION- 42 14 17.     (N) 083 42 02.     (W)   SCALED
 AA5536* NAVD 88 ORTHO HEIGHT -   250.626 (meters)      822.26  (feet) ADJUSTED
 AA5536  ______________________________________________________________________
 AA5536  GEOID HEIGHT    -        -34.157 (meters)                     GEOID18
 AA5536  DYNAMIC HEIGHT  -        250.546 (meters)      822.00  (feet) COMP
 AA5536  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 AA5536
 AA5536  VERT ORDER      -  SECOND    CLASS II
 AA5536
 AA5536.The horizontal coordinates were scaled from a map and have
 AA5536.an estimated accuracy of +/- 6 seconds.
 AA5536
 AA5536.The orthometric height was determined by differential leveling and
 AA5536.adjusted by the NATIONAL GEODETIC SURVEY
 AA5536.in August 1995.
 AA5536
 AA5536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5536.GEOID18 height accuracy estimate available here.
 AA5536
 AA5536.Click photographs - Photos may exist for this station.
 AA5536
 AA5536.The dynamic height is computed by dividing the NAVD 88
 AA5536.geopotential number by the normal gravity value computed on the
 AA5536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5536.degrees latitude (g = 980.6199 gals.).
 AA5536
 AA5536.The modeled gravity was interpolated from observed gravity values.
 AA5536
 AA5536;                    North         East    Units  Estimated Accuracy
 AA5536;SPC MI S     -    82,200.    4,054,980.      MT  (+/- 180 meters Scaled)
 AA5536
 AA5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG771797(NAD 83)
 AA5536
 AA5536                          SUPERSEDED SURVEY CONTROL
 AA5536
 AA5536.No superseded survey control is available for this station.
 AA5536
 AA5536_MARKER: DD = SURVEY DISK
 AA5536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5536_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1026
 AA5536_MARK LOGO: MI0150
 AA5536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5536+STABILITY: SURFACE MOTION
 AA5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5536+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5536
 AA5536  HISTORY     - Date     Condition        Report By
 AA5536  HISTORY     - 1972     MONUMENTED       MI0150
 AA5536  HISTORY     - 20020316 GOOD             USPSQD
 AA5536  HISTORY     - 20160923 GOOD             MI0150
 AA5536
 AA5536                          STATION DESCRIPTION
 AA5536
 AA5536'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5536'STATION 1026 IS LOCATED ON THE WEST SIDE OF PLATT ROAD, NORTH OF
 AA5536'LORRAINE STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5536'10, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5536'STATION IS LOCATED ON THE NORTH EDGE OF THE CONCRETE DRIVEWAY TO 4495
 AA5536'PLATT ROAD AND 3.6 FT (1.1 M) WEST OF THE BACK OF CURB ALONG THE WEST
 AA5536'SIDE OF PLATT ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5536'DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5536'WHICH IS SET IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND.
 AA5536'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5536
 AA5536                          STATION RECOVERY (2002)
 AA5536
 AA5536'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEB)
 AA5536'RECOVERED IN GOOD CONDITION.
 AA5536
 AA5536                          STATION RECOVERY (2016)
 AA5536
 AA5536'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5537 ***********************************************************************
 AA5537  DESIGNATION -  1027
 AA5537  PID         -  AA5537
 AA5537  STATE/COUNTY-  MI/WASHTENAW
 AA5537  COUNTRY     -  US
 AA5537  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5537
 AA5537                         *CURRENT SURVEY CONTROL
 AA5537  ______________________________________________________________________
 AA5537* NAD 83(1986) POSITION- 42 14 41.     (N) 083 41 59.     (W)   SCALED
 AA5537* NAVD 88 ORTHO HEIGHT -   250.478 (meters)      821.78  (feet) ADJUSTED
 AA5537  ______________________________________________________________________
 AA5537  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 AA5537  DYNAMIC HEIGHT  -        250.398 (meters)      821.51  (feet) COMP
 AA5537  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 AA5537
 AA5537  VERT ORDER      -  SECOND    CLASS II
 AA5537
 AA5537.The horizontal coordinates were scaled from a map and have
 AA5537.an estimated accuracy of +/- 6 seconds.
 AA5537
 AA5537.The orthometric height was determined by differential leveling and
 AA5537.adjusted by the NATIONAL GEODETIC SURVEY
 AA5537.in August 1995.
 AA5537
 AA5537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5537.GEOID18 height accuracy estimate available here.
 AA5537
 AA5537.Click photographs - Photos may exist for this station.
 AA5537
 AA5537.The dynamic height is computed by dividing the NAVD 88
 AA5537.geopotential number by the normal gravity value computed on the
 AA5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5537.degrees latitude (g = 980.6199 gals.).
 AA5537
 AA5537.The modeled gravity was interpolated from observed gravity values.
 AA5537
 AA5537;                    North         East    Units  Estimated Accuracy
 AA5537;SPC MI S     -    82,940.    4,055,040.      MT  (+/- 180 meters Scaled)
 AA5537
 AA5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG772804(NAD 83)
 AA5537
 AA5537                          SUPERSEDED SURVEY CONTROL
 AA5537
 AA5537.No superseded survey control is available for this station.
 AA5537
 AA5537_MARKER: DD = SURVEY DISK
 AA5537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5537_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1027
 AA5537_MARK LOGO: MI0150
 AA5537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5537+STABILITY: SURFACE MOTION
 AA5537
 AA5537  HISTORY     - Date     Condition        Report By
 AA5537  HISTORY     - 1993     MONUMENTED       MI0150
 AA5537  HISTORY     - 20020316 GOOD             USPSQD
 AA5537  HISTORY     - 20160923 MARK NOT FOUND   MI0150
 AA5537
 AA5537                          STATION DESCRIPTION
 AA5537
 AA5537'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5537'STATION 1027 IS LOCATED AT THE SOUTHEAST CORNER OF PACKARD ROAD AND
 AA5537'PLATT ROAD, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 11,
 AA5537'PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5537'IS LOCATED 1 FT (0.3 M) WEST OF THE WEST EDGE OF THE 5 FT (1.5 M)
 AA5537'CONCRETE RAMP ALONG THE EAST SIDE OF PLATT ROAD AND 1 FT (0.3 M) NORTH
 AA5537'OF THE NORTH EDGE OF THE CONCRETE RAMP ALONG THE SOUTH SIDE OF PACKARD
 AA5537'ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS
 AA5537'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5537'CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THE POINT WAS SET
 AA5537'BY THE CITY OF ANN ARBOR IN 1993.
 AA5537
 AA5537                          STATION RECOVERY (2002)
 AA5537
 AA5537'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 AA5537'RECOVERED IN GOOD CONDITION.
 AA5537
 AA5537                          STATION RECOVERY (2016)
 AA5537
 AA5537'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5537'DESTROYED DURING CONSTRUCTION AND RESET BY OTHERS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5538 ***********************************************************************
 AA5538  DESIGNATION -  1028
 AA5538  PID         -  AA5538
 AA5538  STATE/COUNTY-  MI/WASHTENAW
 AA5538  COUNTRY     -  US
 AA5538  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5538
 AA5538                         *CURRENT SURVEY CONTROL
 AA5538  ______________________________________________________________________
 AA5538* NAD 83(1986) POSITION- 42 16 37.     (N) 083 41 56.     (W)   SCALED
 AA5538* NAVD 88 ORTHO HEIGHT -   233.406 (meters)      765.77  (feet) ADJUSTED
 AA5538  ______________________________________________________________________
 AA5538  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 AA5538  DYNAMIC HEIGHT  -        233.331 (meters)      765.52  (feet) COMP
 AA5538  MODELED GRAVITY -    980,295.8   (mgal)                       NAVD 88
 AA5538
 AA5538  VERT ORDER      -  SECOND    CLASS II
 AA5538
 AA5538.The horizontal coordinates were scaled from a map and have
 AA5538.an estimated accuracy of +/- 6 seconds.
 AA5538
 AA5538.The orthometric height was determined by differential leveling and
 AA5538.adjusted by the NATIONAL GEODETIC SURVEY
 AA5538.in August 1995.
 AA5538
 AA5538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5538.GEOID18 height accuracy estimate available here.
 AA5538
 AA5538.Click photographs - Photos may exist for this station.
 AA5538
 AA5538.The dynamic height is computed by dividing the NAVD 88
 AA5538.geopotential number by the normal gravity value computed on the
 AA5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5538.degrees latitude (g = 980.6199 gals.).
 AA5538
 AA5538.The modeled gravity was interpolated from observed gravity values.
 AA5538
 AA5538;                    North         East    Units  Estimated Accuracy
 AA5538;SPC MI S     -    86,520.    4,055,080.      MT  (+/- 180 meters Scaled)
 AA5538
 AA5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG774840(NAD 83)
 AA5538
 AA5538                          SUPERSEDED SURVEY CONTROL
 AA5538
 AA5538.No superseded survey control is available for this station.
 AA5538
 AA5538_MARKER: DD = SURVEY DISK
 AA5538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA5538_SP_SET: BRIDGE RAIL
 AA5538_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1028
 AA5538_MARK LOGO: MI0150
 AA5538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5538+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 AA5538
 AA5538  HISTORY     - Date     Condition        Report By
 AA5538  HISTORY     - 1972     MONUMENTED       MI0150
 AA5538  HISTORY     - 20090708 GOOD             INDIV
 AA5538
 AA5538                          STATION DESCRIPTION
 AA5538
 AA5538'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5538'STATION 1028 IS LOCATED ON THE NORTHWEST CORNER OF THE HURON PARKWAY
 AA5538'BRIDGE OVER THE HURON RIVER, SAID STATION BEING IN THE SOUTHWEST 1/4
 AA5538'OF SECTION 26, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5538'THE STATION IS LOCATED ON THE WESTERLY CONCRETE RAIL, 1.0 FT (0.3 M)
 AA5538'SOUTH OF THE NORTH END OF THE RAIL, CENTERED 0.5 FT (0.2 M) FROM THE
 AA5538'EAST AND WEST EDGES OF THE RAIL. SAID STATION IS A VERTICAL CONTROL
 AA5538'POINT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR
 AA5538'BRASS DISC, WHICH IS SET IN THE CONCRETE RAIL, FLUSH WITH THE TOP AND
 AA5538'APPROXIMATELY 3 FT (0.9 M) ABOVE THE ROAD GRADE. THIS POINT WAS SET BY
 AA5538'THE CITY OF ANN ARBOR IN 1972.
 AA5538
 AA5538                          STATION RECOVERY (2009)
 AA5538
 AA5538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA5538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0802 ***********************************************************************
 RL0802  DESIGNATION -  1028.5
 RL0802  PID         -  RL0802
 RL0802  STATE/COUNTY-  MI/ONTONAGON
 RL0802  COUNTRY     -  US
 RL0802  USGS QUAD   -  ROCKLAND (2017)
 RL0802
 RL0802                         *CURRENT SURVEY CONTROL
 RL0802  ______________________________________________________________________
 RL0802* NAD 83(1986) POSITION- 46 38 38.     (N) 089 10 41.     (W)   SCALED
 RL0802* NAVD 88 ORTHO HEIGHT -   313.492 (meters)     1028.52  (feet) ADJUSTED
 RL0802  ______________________________________________________________________
 RL0802  GEOID HEIGHT    -        -32.073 (meters)                     GEOID18
 RL0802  DYNAMIC HEIGHT  -        313.509 (meters)     1028.57  (feet) COMP
 RL0802  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 RL0802
 RL0802  VERT ORDER      -  SECOND    CLASS 0
 RL0802
 RL0802.The horizontal coordinates were scaled from a map and have
 RL0802.an estimated accuracy of +/- 6 seconds.
 RL0802
 RL0802.The orthometric height was determined by differential leveling and
 RL0802.adjusted by the NATIONAL GEODETIC SURVEY
 RL0802.in June 1991.
 RL0802
 RL0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0802.GEOID18 height accuracy estimate available here.
 RL0802
 RL0802.Click photographs - Photos may exist for this station.
 RL0802
 RL0802.The dynamic height is computed by dividing the NAVD 88
 RL0802.geopotential number by the normal gravity value computed on the
 RL0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0802.degrees latitude (g = 980.6199 gals.).
 RL0802
 RL0802.The modeled gravity was interpolated from observed gravity values.
 RL0802
 RL0802;                    North         East    Units  Estimated Accuracy
 RL0802;SPC MI N     -   209,080.    7,833,280.      MT  (+/- 180 meters Scaled)
 RL0802
 RL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS333678(NAD 83)
 RL0802
 RL0802                          SUPERSEDED SURVEY CONTROL
 RL0802
 RL0802  NGVD 29 (??/??/92)  313.504  (m)         1028.55   (f) ADJ UNCH    2 0
 RL0802
 RL0802.Superseded values are not recommended for survey control.
 RL0802
 RL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0802.See file dsdata.pdf to determine how the superseded data were derived.
 RL0802
 RL0802_MARKER: S = SPIKE
 RL0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0802_SP_SET: PINE TREE
 RL0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0802
 RL0802  HISTORY     - Date     Condition        Report By
 RL0802  HISTORY     - UNK      MONUMENTED       USGS
 RL0802  HISTORY     - 1948     GOOD             CGS
 RL0802  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0802  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0802  HISTORY     - 19990331 MARK NOT FOUND   MIDT
 RL0802  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0802
 RL0802                          STATION DESCRIPTION
 RL0802
 RL0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0802'7.6 MI N FROM BRUCES CROSSING.
 RL0802'ABOUT 7.65 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE
 RL0802'INTERSECTION OF STATE HIGHWAY 28 AT BRUCES CROSSING, ABOUT
 RL0802'0.35 MILE NORTH OF A BRIDGE OVER BALTIMORE RIVER, AT THE BREAK
 RL0802'IN GRADE DECENDING SOUTH, AT THE INTERSECTION OF A DIM CROSSROAD,
 RL0802'34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH
 RL0802'OF THE CENTER LINE OF THE DIM CROSSROAD, 20 FEET NORTHWEST OF
 RL0802'THE NORTH END OF A 12-INCH PIPE CULVERT UNDER ROAD WEST, 22 FEET
 RL0802'EAST OF BM V 137 (USC AND GS), AND IS A RAILROAD SPIKE IN THE
 RL0802'SOUTH SIDE OF A 10-INCH PINE TREE.
 RL0802
 RL0802                          STATION RECOVERY (1987)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0802'MARK NOT FOUND.
 RL0802
 RL0802                          STATION RECOVERY (1996)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0802'MARK NOT FOUND.
 RL0802
 RL0802                          STATION RECOVERY (1999)
 RL0802
 RL0802'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0802'THIS MARK IS UNRECOVERABLE.  SEVERAL TREES FIT THE DESCRIPTION. THEY
 RL0802'WOULD HAVE TO BE SEVERELY MUTILATED OR CUT DOWN TO REVEAL THE MARK.
 RL0802
 RL0802                          STATION RECOVERY (2001)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0802'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ3458 ***********************************************************************
 AJ3458  DESIGNATION -  1029 RESET
 AJ3458  PID         -  AJ3458
 AJ3458  STATE/COUNTY-  MI/WASHTENAW
 AJ3458  COUNTRY     -  US
 AJ3458  USGS QUAD   -  ANN ARBOR EAST (2017)
 AJ3458
 AJ3458                         *CURRENT SURVEY CONTROL
 AJ3458  ______________________________________________________________________
 AJ3458* NAD 83(1986) POSITION- 42 18 17.     (N) 083 41 33.     (W)   SCALED
 AJ3458* NAVD 88 ORTHO HEIGHT -   277.23  (meters)      909.5   (feet) RESET
 AJ3458  ______________________________________________________________________
 AJ3458  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 AJ3458  VERT ORDER      -  THIRD
 AJ3458
 AJ3458.The horizontal coordinates were scaled from a map and have
 AJ3458.an estimated accuracy of +/- 6 seconds.
 AJ3458
 AJ3458.The orthometric height was computed from unverified reset data.
 AJ3458
 AJ3458.No vertical observational check was made to the station.
 AJ3458
 AJ3458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3458.GEOID18 height accuracy estimate available here.
 AJ3458
 AJ3458.Click photographs - Photos may exist for this station.
 AJ3458
 AJ3458;                    North         East    Units  Estimated Accuracy
 AJ3458;SPC MI S     -    89,610.    4,055,590.      MT  (+/- 180 meters Scaled)
 AJ3458
 AJ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG780871(NAD 83)
 AJ3458
 AJ3458                          SUPERSEDED SURVEY CONTROL
 AJ3458
 AJ3458.No superseded survey control is available for this station.
 AJ3458
 AJ3458_MARKER: DD = SURVEY DISK
 AJ3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3458_STAMPING: 1029 RESET 2000
 AJ3458_MARK LOGO: MI0150
 AJ3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3458+STABILITY: SURFACE MOTION
 AJ3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3458+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2016
 AJ3458
 AJ3458  HISTORY     - Date     Condition        Report By
 AJ3458  HISTORY     - 2000     MONUMENTED       MI0150
 AJ3458  HISTORY     - 20160904 GOOD             MI0150
 AJ3458
 AJ3458                          STATION DESCRIPTION
 AJ3458
 AJ3458'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 2000
 AJ3458'STATION IS LOCATED AT THE SOUTHEAST CORNER OF PLYMOUTH ROAD AND GREEN
 AJ3458'ROAD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 14, ANN ARBOR
 AJ3458'TOWNSHIP, IN THE CITY OF ANN ARBOR. THE STATION IS LOCATED 9.27 M
 AJ3458'(30.41 FT) EAST OF THE BACK OF CURB ALONG THE EAST SIDE OF GREEN ROAD
 AJ3458'AND 10.62 M (34.84 FT) SOUTH OF THE BACK OF CURB ALONG THE SOUTH SIDE
 AJ3458'OF PLYMOUTH ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT SET IN
 AJ3458'CONCRETE AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AJ3458'OF ANN ARBOR IN 2000.
 AJ3458
 AJ3458                          STATION RECOVERY (2016)
 AJ3458
 AJ3458'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AJ3458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0543 ***********************************************************************
 RK0543  DESIGNATION -  103
 RK0543  PID         -  RK0543
 RK0543  STATE/COUNTY-  MI/MARQUETTE
 RK0543  COUNTRY     -  US
 RK0543  USGS QUAD   -  ISHPEMING (2017)
 RK0543
 RK0543                         *CURRENT SURVEY CONTROL
 RK0543  ______________________________________________________________________
 RK0543* NAD 83(1994) POSITION- 46 29 44.61034(N) 087 39 17.59241(W)   ADJUSTED
 RK0543* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 RK0543  ______________________________________________________________________
 RK0543  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 RK0543  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 RK0543  HORZ ORDER      -  SECOND
 RK0543
 RK0543.The horizontal coordinates were established by classical geodetic methods
 RK0543.and adjusted by the National Geodetic Survey in February 1997.
 RK0543
 RK0543.The orthometric height was scaled from a topographic map.
 RK0543
 RK0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0543.GEOID18 height accuracy estimate available here.
 RK0543
 RK0543.Click photographs - Photos may exist for this station.
 RK0543
 RK0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0543
 RK0543. The following values were computed from the NAD 83(1994) position.
 RK0543
 RK0543;                    North         East     Units Scale Factor Converg.
 RK0543;SPC MI N     -   190,530.678 7,949,730.371   MT  0.99990956   -0 28 24.0
 RK0543;SPC MI N     -   625,100.65 26,081,792.56   iFT  0.99990956   -0 28 24.0
 RK0543;UTM  16      - 5,149,336.668   449,745.418   MT  0.99963104   -0 28 30.1
 RK0543
 RK0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0543!SPC MI N     -   0.99993005  x   0.99990956  =   0.99983962
 RK0543!UTM  16      -   0.99993005  x   0.99963104  =   0.99956112
 RK0543
 RK0543:                Primary Azimuth Mark                     Grid Az
 RK0543:SPC MI N     -  102                                      266 12 30.4
 RK0543:UTM  16      -  102                                      266 12 36.5
 RK0543
 RK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4974549336(NAD 83)
 RK0543
 RK0543|---------------------------------------------------------------------|
 RK0543| PID    Reference Object                     Distance      Geod. Az  |
 RK0543|                                                           dddmmss.s |
 RK0543| CJ1745 103 RM 1                             15.166 METERS 05144     |
 RK0543| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX. 5.4 KM 1584035.1 |
 RK0543| CJ1744 102                                                2654406.4 |
 RK0543| CJ1746 103 RM 2                              8.529 METERS 27544     |
 RK0543| RK0585 ISHPEMING WJPD RADIO MAST           APPROX. 1.6 KM 3030934.9 |
 RK0543|---------------------------------------------------------------------|
 RK0543
 RK0543                          SUPERSEDED SURVEY CONTROL
 RK0543
 RK0543  NAD 83(1986)-  46 29 44.60400(N)    087 39 17.58850(W) AD(       ) 2
 RK0543  NAD 27      -  46 29 44.83600(N)    087 39 17.10000(W) AD(       ) 2
 RK0543
 RK0543.Superseded values are not recommended for survey control.
 RK0543
 RK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0543.See file dsdata.pdf to determine how the superseded data were derived.
 RK0543
 RK0543_MARKER: I = METAL ROD
 RK0543_SETTING: 66 = SET IN ROCK OUTCROP
 RK0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0543+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 RK0543
 RK0543  HISTORY     - Date     Condition        Report By
 RK0543  HISTORY     - 1955     MONUMENTED       CGS
 RK0543  HISTORY     - 20010917 GOOD             MIDT
 RK0543  HISTORY     - 20080607 GOOD             GEOCAC
 RK0543
 RK0543                          STATION DESCRIPTION
 RK0543
 RK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0543'THE STATION IS NEAR THE WEST SIDE OF SECTION 2, T. 47 N., R. 27 W.,
 RK0543'IN THE NORTHEASTERN PART OF THE TOWN OF ISHPEMING AND ON THE SUMMIT
 RK0543'OF THE BARE HILL ABOUT 200 FEET EAST OF TEH ISHPEMING MUNICIPAL
 RK0543'TANK.
 RK0543'
 RK0543'TO REACH FROM THE CAUTION LIGHT AT THE INTERSECTION OF US HIGHWAY 41
 RK0543'AND THIRD STREET IN THE NORTH PART OF THE TOWN OF ISHPEMING, GO
 RK0543'SOUTH ON THIRD STREET FOR 0.25 MILE TO THE TRAFFIC LIGHT AT WABASH
 RK0543'STREET, TURN LEFT AND GO EAST ON WABASH STREET FOR 0.25 MILE TO
 RK0543'SEVENTH STREET, TURN RIGHT AND GO SOUTH ON SEVENTH STREET FOR
 RK0543'0.2 MILE TO THE JUNCTION OF EMPIRE AND SEVENTH STREETS, CONTINUE
 RK0543'SOUTH 0.1 MILE TO A POINT WHERE THE STREET CURVES LEFT AT THE
 RK0543'JUNCTION OF NEW YORK AND BIGELOW STREETS, TURN LEFT AND FOLLOW
 RK0543'PAVED STREET EASTERLY 0.3 MILE TO POINT WHERE PAVED STREET CURVES
 RK0543'LEFT, TURN LEFT AND FOLLOW PAVED STREET NORTH 0.05 MILE TO THE END
 RK0543'OF THE BLACKTOP, CONTINUE WESTERLY UP HILL ON THE TRACK ROAD 0.15
 RK0543'MILE TO THE ISHPEMING MUNICIPAL TANK AND THE STATION ON THE SUMMIT
 RK0543'OF THE BARE HILL ABOUT 200 FEET EAST OF THE TANK.
 RK0543'
 RK0543'THE STATION MARK IS A 1-INCH IRON PIN WITH A FLAT HEAD 2-1/2 INCHES
 RK0543'IN DIAMETER SET IN BEDROCK.  THE PIN PROJECTS 3 INCHES AND THE
 RK0543'NUMBERS 103 ARE STAMPED ON THE HEAD OF THE PIN.  IT IS 48 FEET
 RK0543'NORTHEAST OF THE SOUTHWEST EDGE OF THE SUMMIT AND 8 FEET NORTH OF
 RK0543'THE POINT WHERE THE FLAT BEDROCK BREAKS OFF TO THE SOUTH.  THIS
 RK0543'MARK IS THE CLEVELAND CLIFFS IRON COMPANY TRIANGULATION STATION 103.
 RK0543'
 RK0543'REFERENCE MARK NO. 1, STAMPED 103 NO 1 1955, IS A STANDARD DISK SET
 RK0543'IN THE HIGHEST POINT OF A 36-FOOT BY 10-FOOT BEDROCK OUTCROP WHICH IS
 RK0543'THE HIGHEST POINT OF THE HILL AND ABOUT 1 FOOT HIGHER THAN THE
 RK0543'STATION.
 RK0543'
 RK0543'REFERENCE MARK NO. 2, STAMPED 103 NO 2 1955, IS A STANDARD DISK SET
 RK0543'IN A BEDROCK OUTCROP 21 FEET SOUTHEAST OF THE NORTHEAST EDGE OF THE
 RK0543'HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 RK0543'
 RK0543'102 (CCIC) WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 RK0543'THE CLEVELAND-CLIFFS IRON COMPANY TRIANGULATION STATION 102 LOCATED
 RK0543'ON THE SUMMIT OF PILOT KNOB WHICH IS A ROCKY HILL WITH VERY FEW TREES
 RK0543'IN THE NORTHWESTERN PART OF THE TOWN OF ISHPEMING.  THE MARK IS AN
 RK0543'IRON PIN SET IN A BEDROCK OUTCROP ABOUT 60 FEET BY 10 FEET.  THIS
 RK0543'OUTCROP IS THE HIGHEST POINT OF THE HILL.  THE PIN PROJECTS ABOUT
 RK0543'3 INCHES AND THE NUMBERS 102 ARE STAMPED ON THE TOP OF THE PIN.
 RK0543'IT IS 7 FEET SOUTHWEST OF THE HIGHEST POINT OF THE HILL AND 3
 RK0543'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LARGE OUTCROP.
 RK0543'
 RK0543'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW TRACK ROAD AND
 RK0543'PAVED STREET BACK 0.5 MILE TO THE JUNCTION OF NEW YORK AND BIGELOW
 RK0543'STREETS, GO NORTH 0.1 MILE TO THE INTERSECTION OF EMPIRE AND
 RK0543'SEVENTH STREETS, GO WEST ON EMPIRE STREET FOR 0.6 MILE TO OAK
 RK0543'STREET, JOG NORTH ABOUT 30 YARDS ON OAK STREET, TURN LEFT ON
 RK0543'EMPIRE STREET AND GO 0.35 MILE TO THE WEST SIDE OF A SMALL LAKE
 RK0543'AND THE INTERECTION OF HAZEL STREET, TURN RIGHT ON HAZEL STREET
 RK0543'(GRAVEL SIDE STREET) AND GO WESTERLY 0.1 MILE AROUND THE NORTH SIDE
 RK0543'OF PILOT KNOB TO THE FLAT PARKING AREA ON THE WESTERN SIDE OF
 RK0543'THE HILL AND THE END OF TRUCK TRAVEL.  PACK EASTERLY ABOUT60
 RK0543'YARDS TO THE SUMMIT OF THE HILL AND THE MARK AS DESCRIBED.
 RK0543'
 RK0543'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 RK0543
 RK0543                          STATION RECOVERY (2001)
 RK0543
 RK0543'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 RK0543'RECOVERED IN GOOD CONDITION.
 RK0543
 RK0543                          STATION RECOVERY (2008)
 RK0543
 RK0543'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0543'RM2 ALSO RECOVERED IN GOOD CONDITION. RM1 DISK HAS BEEN REMOVED, BUT
 RK0543'THE STEM REMAINS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0141 ***********************************************************************
 OK0141  DESIGNATION -  103 1/2
 OK0141  PID         -  OK0141
 OK0141  STATE/COUNTY-  MI/CLINTON
 OK0141  COUNTRY     -  US
 OK0141  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0141
 OK0141                         *CURRENT SURVEY CONTROL
 OK0141  ______________________________________________________________________
 OK0141* NAD 83(1986) POSITION- 43 00 14.     (N) 084 39 48.     (W)   SCALED
 OK0141* NAVD 88 ORTHO HEIGHT -   217.977 (meters)      715.15  (feet) ADJUSTED
 OK0141  ______________________________________________________________________
 OK0141  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 OK0141  DYNAMIC HEIGHT  -        217.926 (meters)      714.98  (feet) COMP
 OK0141  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 OK0141
 OK0141  VERT ORDER      -  SECOND    CLASS 0
 OK0141
 OK0141.The horizontal coordinates were scaled from a map and have
 OK0141.an estimated accuracy of +/- 6 seconds.
 OK0141
 OK0141.The orthometric height was determined by differential leveling and
 OK0141.adjusted by the NATIONAL GEODETIC SURVEY
 OK0141.in June 1991.
 OK0141
 OK0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0141.GEOID18 height accuracy estimate available here.
 OK0141
 OK0141.Click photographs - Photos may exist for this station.
 OK0141
 OK0141.The dynamic height is computed by dividing the NAVD 88
 OK0141.geopotential number by the normal gravity value computed on the
 OK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0141.degrees latitude (g = 980.6199 gals.).
 OK0141
 OK0141.The modeled gravity was interpolated from observed gravity values.
 OK0141
 OK0141;                    North         East    Units  Estimated Accuracy
 OK0141;SPC MI S     -   167,090.    3,975,810.      MT  (+/- 180 meters Scaled)
 OK0141
 OK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN904638(NAD 83)
 OK0141
 OK0141                          SUPERSEDED SURVEY CONTROL
 OK0141
 OK0141  NGVD 29 (??/??/92)  218.120  (m)          715.62   (f) ADJ UNCH    2 0
 OK0141
 OK0141.Superseded values are not recommended for survey control.
 OK0141
 OK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0141.See file dsdata.pdf to determine how the superseded data were derived.
 OK0141
 OK0141_MARKER: Z = SEE DESCRIPTION
 OK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0141_STAMPING: BM 103 1/2
 OK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0141+STABILITY: SURFACE MOTION
 OK0141
 OK0141  HISTORY     - Date     Condition        Report By
 OK0141  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0141  HISTORY     - 1934     GOOD             CGS
 OK0141  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0141  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0141
 OK0141                          STATION DESCRIPTION
 OK0141
 OK0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0141'5.4 MI W FROM ST JOHNS.
 OK0141'5.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0141'STATION AT SAINT JOHNS, CLINTON COUNTY, 46 FEET NORTH OF THE
 OK0141'NORTH RAIL, 1.9 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN THE
 OK0141'TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 103 1/2 AND SET IN
 OK0141'THE TOP OF A CONCRETE POST.
 OK0141
 OK0141                          STATION RECOVERY (1994)
 OK0141
 OK0141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0141'MARK NOT FOUND.
 OK0141
 OK0141                          STATION RECOVERY (2001)
 OK0141
 OK0141'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0141'MONUMENT NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1272 ***********************************************************************
 RJ1272  DESIGNATION -  103 R C7W 044
 RJ1272  PID         -  RJ1272
 RJ1272  STATE/COUNTY-  MI/CHIPPEWA
 RJ1272  COUNTRY     -  US
 RJ1272  USGS QUAD   -  MUNUSCONG (2017)
 RJ1272
 RJ1272                         *CURRENT SURVEY CONTROL
 RJ1272  ______________________________________________________________________
 RJ1272* NAD 83(1994) POSITION- 46 14 42.20721(N) 084 10 32.06722(W)   ADJUSTED
 RJ1272* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) VERTCON3
 RJ1272  ______________________________________________________________________
 RJ1272  GEOID HEIGHT    -        -36.497 (meters)                     GEOID18
 RJ1272  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 RJ1272  HORZ ORDER      -  SECOND
 RJ1272
 RJ1272.The horizontal coordinates were established by classical geodetic methods
 RJ1272.and adjusted by the National Geodetic Survey in February 1997.
 RJ1272
 RJ1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1272
 RJ1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1272.GEOID18 height accuracy estimate available here.
 RJ1272
 RJ1272.Click photographs - Photos may exist for this station.
 RJ1272
 RJ1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1272
 RJ1272. The following values were computed from the NAD 83(1994) position.
 RJ1272
 RJ1272;                    North         East     Units Scale Factor Converg.
 RJ1272;SPC MI N     -   166,341.577 8,217,754.251   MT  0.99990308   +2 02 29.3
 RJ1272;SPC MI N     -   545,740.08 26,961,135.99   iFT  0.99990308   +2 02 29.3
 RJ1272;UTM  16      - 5,125,153.497   717,730.586   MT  1.00018279   +2 02 27.2
 RJ1272
 RJ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1272!SPC MI N     -   0.99997779  x   0.99990308  =   0.99988087
 RJ1272!UTM  16      -   0.99997779  x   1.00018279  =   1.00016058
 RJ1272
 RJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1773025153(NAD 83)
 RJ1272
 RJ1272                          SUPERSEDED SURVEY CONTROL
 RJ1272
 RJ1272  NAD 83(1986)-  46 14 42.19856(N)    084 10 32.06390(W) AD(       ) 2
 RJ1272  NGVD 29 (05/22/90)  178.2    (m)          585.     (f) VERT ANG       
 RJ1272
 RJ1272.Superseded values are not recommended for survey control.
 RJ1272
 RJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1272.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1272
 RJ1272_MARKER: DS = TRIANGULATION STATION DISK
 RJ1272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1272+WITH SETTING: INFORMATION.
 RJ1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1272
 RJ1272  HISTORY     - Date     Condition        Report By
 RJ1272  HISTORY     - 1988     MONUMENTED       USACE
 RJ1272
 RJ1272                          STATION DESCRIPTION
 RJ1272
 RJ1272'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1272'THE STATION IS LOCATED ABOUT 30.9 KM (19.2 MI) SOUTH-SOUTHEAST OF
 RJ1272'SAULT STE MARIE, 33.2 KM (20.6 MI) EAST OF RUDYARD, 34.9 KM
 RJ1272'(21.7 MI) NORTHWEST OF DETOUR VILLAGE ON NEEBISH ISLAND IN PART OF
 RJ1272'LOT 1, PLAT OF MAYWOOD PARK, SEC 34 34, T45N-R2E.
 RJ1272'OWNERSHIP---KATHERINE BLESSING
 RJ1272'
 RJ1272'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1272'4.3 KM
 RJ1272'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH
 RJ1272'FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1272'DOWNRIVER FOR 5 MINUTES TO NEEBISH ISLAND WHERE STATION IS LOCATED.
 RJ1272'
 RJ1272'THE STATION IS A STANDARD COE DISK
 RJ1272'THAT IS STAMPED---C7W-044 1988---, SET INTO A PVC SLEEVE AND ATTACHED
 RJ1272'TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 1.5 METERS (5 FT)
 RJ1272'FROM (EAST) BANK, 3.7 METERS (12 FT) EAST OF WATER.
 RJ1272'
 RJ1272'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5540 ***********************************************************************
 AA5540  DESIGNATION -  1030
 AA5540  PID         -  AA5540
 AA5540  STATE/COUNTY-  MI/WASHTENAW
 AA5540  COUNTRY     -  US
 AA5540  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5540
 AA5540                         *CURRENT SURVEY CONTROL
 AA5540  ______________________________________________________________________
 AA5540* NAD 83(1986) POSITION- 42 17 17.     (N) 083 41 33.     (W)   SCALED
 AA5540* NAVD 88 ORTHO HEIGHT -   247.423 (meters)      811.75  (feet) ADJUSTED
 AA5540  ______________________________________________________________________
 AA5540  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 AA5540  DYNAMIC HEIGHT  -        247.345 (meters)      811.50  (feet) COMP
 AA5540  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 AA5540
 AA5540  VERT ORDER      -  SECOND    CLASS II
 AA5540
 AA5540.The horizontal coordinates were scaled from a map and have
 AA5540.an estimated accuracy of +/- 6 seconds.
 AA5540
 AA5540.The orthometric height was determined by differential leveling and
 AA5540.adjusted by the NATIONAL GEODETIC SURVEY
 AA5540.in August 1995.
 AA5540
 AA5540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5540.GEOID18 height accuracy estimate available here.
 AA5540
 AA5540.Click photographs - Photos may exist for this station.
 AA5540
 AA5540.The dynamic height is computed by dividing the NAVD 88
 AA5540.geopotential number by the normal gravity value computed on the
 AA5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5540.degrees latitude (g = 980.6199 gals.).
 AA5540
 AA5540.The modeled gravity was interpolated from observed gravity values.
 AA5540
 AA5540;                    North         East    Units  Estimated Accuracy
 AA5540;SPC MI S     -    87,760.    4,055,600.      MT  (+/- 180 meters Scaled)
 AA5540
 AA5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG780852(NAD 83)
 AA5540
 AA5540                          SUPERSEDED SURVEY CONTROL
 AA5540
 AA5540.No superseded survey control is available for this station.
 AA5540
 AA5540_MARKER: DD = SURVEY DISK
 AA5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5540_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1030
 AA5540_MARK LOGO: MI0150
 AA5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5540+STABILITY: SURFACE MOTION
 AA5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5540+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 AA5540
 AA5540  HISTORY     - Date     Condition        Report By
 AA5540  HISTORY     - 1993     MONUMENTED       MI0150
 AA5540  HISTORY     - 20090708 GOOD             INDIV
 AA5540  HISTORY     - 20160907 MARK NOT FOUND   MI0150
 AA5540
 AA5540                          STATION DESCRIPTION
 AA5540
 AA5540'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5540'STATION 1030 IS LOCATED AT THE NORTHWEST CORNER OF GEDDES ROAD AND
 AA5540'EARHART ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION 26,
 AA5540'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5540'LOCATED 13.2 FT (4.0 M) WEST OF THE FIRE HYDRANT AND 23.1 FT (7.0 M)
 AA5540'NORTHWESTERLY OF A WATER MANHOLE IN THE NORTHERLY LANE OF GEDDES ROAD.
 AA5540'SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5540'1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5540'CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5540'SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5540
 AA5540                          STATION RECOVERY (2009)
 AA5540
 AA5540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA5540'RECOVERED IN GOOD CONDITION.
 AA5540
 AA5540                          STATION RECOVERY (2016)
 AA5540
 AA5540'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5540'DESTROYED DURING CONSTRUCTION AND RESET BY OTHERS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5541 ***********************************************************************
 AA5541  DESIGNATION -  1031
 AA5541  PID         -  AA5541
 AA5541  STATE/COUNTY-  MI/WASHTENAW
 AA5541  COUNTRY     -  US
 AA5541  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5541
 AA5541                         *CURRENT SURVEY CONTROL
 AA5541  ______________________________________________________________________
 AA5541* NAD 83(1986) POSITION- 42 14 43.     (N) 083 41 33.     (W)   SCALED
 AA5541* NAVD 88 ORTHO HEIGHT -   247.789 (meters)      812.95  (feet) ADJUSTED
 AA5541  ______________________________________________________________________
 AA5541  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 AA5541  DYNAMIC HEIGHT  -        247.709 (meters)      812.69  (feet) COMP
 AA5541  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 AA5541
 AA5541  VERT ORDER      -  SECOND    CLASS II
 AA5541
 AA5541.The horizontal coordinates were scaled from a map and have
 AA5541.an estimated accuracy of +/- 6 seconds.
 AA5541
 AA5541.The orthometric height was determined by differential leveling and
 AA5541.adjusted by the NATIONAL GEODETIC SURVEY
 AA5541.in August 1995.
 AA5541
 AA5541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5541.GEOID18 height accuracy estimate available here.
 AA5541
 AA5541.Click photographs - Photos may exist for this station.
 AA5541
 AA5541.The dynamic height is computed by dividing the NAVD 88
 AA5541.geopotential number by the normal gravity value computed on the
 AA5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5541.degrees latitude (g = 980.6199 gals.).
 AA5541
 AA5541.The modeled gravity was interpolated from observed gravity values.
 AA5541
 AA5541;                    North         East    Units  Estimated Accuracy
 AA5541;SPC MI S     -    83,010.    4,055,640.      MT  (+/- 180 meters Scaled)
 AA5541
 AA5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG778805(NAD 83)
 AA5541
 AA5541                          SUPERSEDED SURVEY CONTROL
 AA5541
 AA5541.No superseded survey control is available for this station.
 AA5541
 AA5541_MARKER: DD = SURVEY DISK
 AA5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5541_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1031
 AA5541_MARK LOGO: MI0150
 AA5541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5541+STABILITY: SURFACE MOTION
 AA5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5541+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AA5541
 AA5541  HISTORY     - Date     Condition        Report By
 AA5541  HISTORY     - 1972     MONUMENTED       MI0150
 AA5541  HISTORY     - 20160923 GOOD             MI0150
 AA5541
 AA5541                          STATION DESCRIPTION
 AA5541
 AA5541'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5541'STATION 1031 IS LOCATED AT THE NORTHWEST CORNER OF PACKARD ROAD AND
 AA5541'PITTSFIELD BOULEVARD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF
 AA5541'SECTION 2, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5541'THE STATION IS LOCATED 31.4 FT (9.6 M) NORTH OF THE NORTH EDGE OF THE
 AA5541'5 FT (1.5 M) CONCRETE WALK ALONG THE NORTH SIDE OF PACKARD ROAD AND
 AA5541'0.4 FT (0.1 M) WEST OF THE WEST EDGE OF THE 4 FT (1.2 M) CONCRETE WALK
 AA5541'ALONG THE WEST SIDE OF PITTSFIELD BOULEVARD. SAID STATION IS A
 AA5541'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5541'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5541'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5541'ARBOR IN 1972.
 AA5541
 AA5541                          STATION RECOVERY (2016)
 AA5541
 AA5541'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM5711 ***********************************************************************
 DM5711  DESIGNATION -  1032
 DM5711  PID         -  DM5711
 DM5711  STATE/COUNTY-  MI/WASHTENAW
 DM5711  COUNTRY     -  US
 DM5711  USGS QUAD   -  ANN ARBOR EAST (2017)
 DM5711
 DM5711                         *CURRENT SURVEY CONTROL
 DM5711  ______________________________________________________________________
 DM5711* NAD 83(1986) POSITION- 42 17 07.4    (N) 083 44 49.0    (W)   HD_HELD2
 DM5711* NAVD 88 ORTHO HEIGHT -   247.508 (meters)      812.03  (feet) ADJUSTED
 DM5711  ______________________________________________________________________
 DM5711  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 DM5711  DYNAMIC HEIGHT  -        247.430 (meters)      811.78  (feet) COMP
 DM5711  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 DM5711
 DM5711  VERT ORDER      -  SECOND    CLASS II
 DM5711
 DM5711.The horizontal coordinates were established by autonomous hand held GPS
 DM5711.observations and have an estimated accuracy of +/- 10 meters.
 DM5711
 DM5711.The orthometric height was determined by differential leveling and
 DM5711.adjusted by the NATIONAL GEODETIC SURVEY
 DM5711.in April 2011.
 DM5711
 DM5711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5711.GEOID18 height accuracy estimate available here.
 DM5711
 DM5711.Click photographs - Photos may exist for this station.
 DM5711
 DM5711.The dynamic height is computed by dividing the NAVD 88
 DM5711.geopotential number by the normal gravity value computed on the
 DM5711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5711.degrees latitude (g = 980.6199 gals.).
 DM5711
 DM5711.The modeled gravity was interpolated from observed gravity values.
 DM5711
 DM5711;                    North         East    Units  Estimated Accuracy
 DM5711;SPC MI S     -    87,428.    4,051,112.      MT  (+/- 10 meters HH2 GPS)
 DM5711
 DM5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7351585117(NAD 83)
 DM5711
 DM5711                          SUPERSEDED SURVEY CONTROL
 DM5711
 DM5711.No superseded survey control is available for this station.
 DM5711
 DM5711_MARKER: DD = SURVEY DISK
 DM5711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5711_STAMPING: 1032
 DM5711_MARK LOGO: MI0150
 DM5711_PROJECTION: FLUSH
 DM5711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5711+STABILITY: SURFACE MOTION
 DM5711
 DM5711  HISTORY     - Date     Condition        Report By
 DM5711  HISTORY     - 20080919 MONUMENTED       STANTI
 DM5711
 DM5711                          STATION DESCRIPTION
 DM5711
 DM5711'DESCRIBED BY STANTEC CONSULTING INC. 2008 (BDF)
 DM5711'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) EAST-SOUTHEAST OF CHELSEA,
 DM5711'6.9 MI (11.1 KM) NORTHWEST OF YPSILANTI AND 4.7 MI (7.6 KM) SOUTHWEST
 DM5711'OF DIXBORO.  OWNERSHIP IS CITY OF ANN ARBOR IN THE ROAD RIGHT-OF-WAY
 DM5711'AT THE SOUTHEAST CORNER OF FOURTH AND BEAKES.
 DM5711'
 DM5711'TO REACH FROM THE INTERSECTION OF M-14 AND HURON RIVER DRIVE, GO SOUTH
 DM5711'ON HURON RIVER DRIVE (AKA NORTH MAIN STREET) 0.77 MI (1.2 KM) TO THE
 DM5711'INTERSECTION OF NORTH MAIN STREET AND DEPOT STREET.  TURN LEFT AND GO
 DM5711'SOUTHEAST ON DEPOT STREET 0.08 MI (0.1 KM) TO THE INTERSECTION OF
 DM5711'DEPOT STREET AND FOURTH STREET.  TURN RIGHT AND GO SOUTH ON FOURTH
 DM5711'AVENUE 0.37 MI (0.6 KM) TO THE INTERSECTION OF FOURTH AND BEAKES.
 DM5711'CONTINUE ON FOURTH AVENUE 30 FT (9.1 M) TO THE MARK.  THE MARK IS ON
 DM5711'THE EAST SIDE OF FOURTH AVENUE AND SOUTH SIDE OF BEAKES.
 DM5711'
 DM5711'IT IS 23.4 FT (7.1 M) EAST OF THE CENTER OF FOURTH STREET, 22.7 FT
 DM5711'(6.9 M) SOUTHEAST OF CENTER OF BEAKES STREET, 48.3 FT (14.7 M) WEST OF
 DM5711'THE NORTHWEST CORNER OF HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6192 ***********************************************************************
 DN6192  DESIGNATION -  1033
 DN6192  PID         -  DN6192
 DN6192  STATE/COUNTY-  MI/WASHTENAW
 DN6192  COUNTRY     -  US
 DN6192  USGS QUAD   -  ANN ARBOR EAST (2017)
 DN6192
 DN6192                         *CURRENT SURVEY CONTROL
 DN6192  ______________________________________________________________________
 DN6192* NAD 83(1986) POSITION- 42 16 28.6    (N) 083 40 55.7    (W)   HD_HELD2
 DN6192* NAVD 88 ORTHO HEIGHT -   248.165 (meters)      814.19  (feet) ADJUSTED
 DN6192  ______________________________________________________________________
 DN6192  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 DN6192  DYNAMIC HEIGHT  -        248.085 (meters)      813.93  (feet) COMP
 DN6192  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 DN6192
 DN6192  VERT ORDER      -  SECOND    CLASS II
 DN6192
 DN6192.The horizontal coordinates were established by autonomous hand held GPS
 DN6192.observations and have an estimated accuracy of +/- 10 meters.
 DN6192
 DN6192.The orthometric height was determined by differential leveling and
 DN6192.adjusted by the NATIONAL GEODETIC SURVEY
 DN6192.in May 2012.
 DN6192
 DN6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6192.GEOID18 height accuracy estimate available here.
 DN6192
 DN6192.Click photographs - Photos may exist for this station.
 DN6192
 DN6192.The dynamic height is computed by dividing the NAVD 88
 DN6192.geopotential number by the normal gravity value computed on the
 DN6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6192.degrees latitude (g = 980.6199 gals.).
 DN6192
 DN6192.The modeled gravity was interpolated from observed gravity values.
 DN6192
 DN6192;                    North         East    Units  Estimated Accuracy
 DN6192;SPC MI S     -    86,272.    4,056,466.      MT  (+/- 10 meters HH2 GPS)
 DN6192
 DN6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7882183750(NAD 83)
 DN6192
 DN6192                          SUPERSEDED SURVEY CONTROL
 DN6192
 DN6192.No superseded survey control is available for this station.
 DN6192
 DN6192_MARKER: DB = BENCH MARK DISK
 DN6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6192_STAMPING: 1033
 DN6192_MARK LOGO: MI0150
 DN6192_PROJECTION: FLUSH
 DN6192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6192+STABILITY: SURFACE MOTION
 DN6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6192+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2016
 DN6192
 DN6192  HISTORY     - Date     Condition        Report By
 DN6192  HISTORY     - 20111215 MONUMENTED       STANTI
 DN6192  HISTORY     - 20160217 GOOD             ADVGEO
 DN6192
 DN6192                          STATION DESCRIPTION
 DN6192
 DN6192'DESCRIBED BY STANTEC CONSULTING INC. 2011 (BDF)
 DN6192'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF DENTON, 4.2 MI
 DN6192'(6.8 KM) WEST-NORTHWEST OF YPSILANTI AND 3.3 MI (5.3 KM) EAST OF ANN
 DN6192'ARBOR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN6192'
 DN6192'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND US 23 GO NORTH ON
 DN6192'US 23 3.5 MI (5.6 KM) TO THE INTERSECTION OF US 23 AND GEDDES ROAD.
 DN6192'TURN LEFT AND GO WEST ON GEDDES ROAD 0.4 MI (0.6 KM) TO THE
 DN6192'INTERSECTION OF GEDDES AND EARHART ROAD.  MARK IS IN THE CENTER OF THE
 DN6192'ROUNDABOUT.
 DN6192'
 DN6192'IT IS 123.5 FT (37.6 M) WEST OF A STREET LIGHT POLE, 111 FT (33.8 M)
 DN6192'SOUTH OF A STREET LIGHT POLE, 91.7 FT (28.0 M) SOUTHEAST OF A STREET
 DN6192'LIGHT POLE, 17 FT (5.2 M) NORTH-NORTHEAST OF A SEWER MANHOLE AND SET
 DN6192'IN THE TOP OF A 24-IN (61 CM) ROUND CONCRETE POST.
 DN6192
 DN6192                          STATION RECOVERY (2016)
 DN6192
 DN6192'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (RNK)
 DN6192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0143 ***********************************************************************
 OK0143  DESIGNATION -  104 1/2
 OK0143  PID         -  OK0143
 OK0143  STATE/COUNTY-  MI/CLINTON
 OK0143  COUNTRY     -  US
 OK0143  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0143
 OK0143                         *CURRENT SURVEY CONTROL
 OK0143  ______________________________________________________________________
 OK0143* NAD 83(1986) POSITION- 43 00 13.     (N) 084 40 58.     (W)   SCALED
 OK0143* NAVD 88 ORTHO HEIGHT -   219.431 (meters)      719.92  (feet) ADJUSTED
 OK0143  ______________________________________________________________________
 OK0143  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 OK0143  DYNAMIC HEIGHT  -        219.380 (meters)      719.75  (feet) COMP
 OK0143  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 OK0143
 OK0143  VERT ORDER      -  SECOND    CLASS 0
 OK0143
 OK0143.The horizontal coordinates were scaled from a map and have
 OK0143.an estimated accuracy of +/- 6 seconds.
 OK0143
 OK0143.The orthometric height was determined by differential leveling and
 OK0143.adjusted by the NATIONAL GEODETIC SURVEY
 OK0143.in June 1991.
 OK0143
 OK0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0143.GEOID18 height accuracy estimate available here.
 OK0143
 OK0143.Click photographs - Photos may exist for this station.
 OK0143
 OK0143.The dynamic height is computed by dividing the NAVD 88
 OK0143.geopotential number by the normal gravity value computed on the
 OK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0143.degrees latitude (g = 980.6199 gals.).
 OK0143
 OK0143.The modeled gravity was interpolated from observed gravity values.
 OK0143
 OK0143;                    North         East    Units  Estimated Accuracy
 OK0143;SPC MI S     -   167,070.    3,974,230.      MT  (+/- 180 meters Scaled)
 OK0143
 OK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN888638(NAD 83)
 OK0143
 OK0143                          SUPERSEDED SURVEY CONTROL
 OK0143
 OK0143  NGVD 29 (??/??/92)  219.573  (m)          720.38   (f) ADJ UNCH    2 0
 OK0143
 OK0143.Superseded values are not recommended for survey control.
 OK0143
 OK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0143.See file dsdata.pdf to determine how the superseded data were derived.
 OK0143
 OK0143_MARKER: Z = SEE DESCRIPTION
 OK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0143_STAMPING: BM 104 1/2
 OK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0143+STABILITY: SURFACE MOTION
 OK0143
 OK0143  HISTORY     - Date     Condition        Report By
 OK0143  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0143  HISTORY     - 1934     GOOD             CGS
 OK0143  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0143  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0143
 OK0143                          STATION DESCRIPTION
 OK0143
 OK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0143'3 MI E FROM FOWLER.
 OK0143'3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0143'STATION AT FOWLER, CLINTON COUNTY, 45 FEET NORTH OF THE NORTH
 OK0143'RAIL, 1.7 FEET SOUTH OF A FENCE, AND 4.5 FEET LOWER THAN THE
 OK0143'RAIL.  A BRONZE PLUG, STAMPED BM 104 1/2 AND SET IN THE TOP OF A
 OK0143'CONCRETE POST.
 OK0143
 OK0143                          STATION RECOVERY (1994)
 OK0143
 OK0143'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0143'MARK NOT FOUND.
 OK0143
 OK0143                          STATION RECOVERY (2001)
 OK0143
 OK0143'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0143'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6847 ***********************************************************************
 AA6847  DESIGNATION -  104 250
 AA6847  PID         -  AA6847
 AA6847  STATE/COUNTY-  MI/WAYNE
 AA6847  COUNTRY     -  US
 AA6847  USGS QUAD   -  ROYAL OAK (2017)
 AA6847
 AA6847                         *CURRENT SURVEY CONTROL
 AA6847  ______________________________________________________________________
 AA6847* NAD 83(2011) POSITION- 42 24 54.78529(N) 083 13 40.10399(W)   ADJUSTED
 AA6847* NAD 83(2011) ELLIP HT-   160.631 (meters)        (06/27/12)   ADJUSTED
 AA6847* NAD 83(2011) EPOCH   -  2010.00
 AA6847* NAVD 88 ORTHO HEIGHT -   194.8   (meters)      639.    (feet) GPS OBS
 AA6847  ______________________________________________________________________
 AA6847  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6847  GEOID HEIGHT    -         -34.16 (meters)                     GEOID93
 AA6847  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 AA6847  NAD 83(2011) X  -    556,136.009 (meters)                     COMP
 AA6847  NAD 83(2011) Y  - -4,683,227.308 (meters)                     COMP
 AA6847  NAD 83(2011) Z  -  4,279,874.874 (meters)                     COMP
 AA6847  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 AA6847
 AA6847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6847  Standards:
 AA6847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6847  -------------------------------------------------------------------
 AA6847  NETWORK    1.26   1.22           0.59   0.40   0.62      0.03006701
 AA6847  -------------------------------------------------------------------
 AA6847  Click here for local accuracies and other accuracy information.
 AA6847
 AA6847.The horizontal coordinates were established by GPS observations
 AA6847.and adjusted by the National Geodetic Survey in June 2012.
 AA6847
 AA6847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6847.been affixed to the stable North American tectonic plate. See 
 AA6847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6847
 AA6847.The horizontal coordinates are valid at the epoch date displayed above
 AA6847.which is a decimal equivalence of Year/Month/Day.
 AA6847
 AA6847.The orthometric height was determined by GPS observations and a
 AA6847.high-resolution geoid model.
 AA6847
 AA6847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6847.GEOID18 height accuracy estimate available here.
 AA6847
 AA6847.Click photographs - Photos may exist for this station.
 AA6847
 AA6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6847
 AA6847.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6847
 AA6847.The ellipsoidal height was determined by GPS observations
 AA6847.and is referenced to NAD 83.
 AA6847
 AA6847. The following values were computed from the NAD 83(2011) position.
 AA6847
 AA6847;                    North         East     Units Scale Factor Converg.
 AA6847;SPC MI S     -   102,294.279 4,093,731.076   MT  0.99994029   +0 46 30.1
 AA6847;SPC MI S     -   335,611.15 13,430,876.23   iFT  0.99994029   +0 46 30.1
 AA6847;UTM  17      - 4,698,283.385   316,698.406   MT  1.00001341   -1 30 11.1
 AA6847
 AA6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6847!SPC MI S     -   0.99997481  x   0.99994029  =   0.99991510
 AA6847!UTM  17      -   0.99997481  x   1.00001341  =   0.99998822
 AA6847
 AA6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1669898283(NAD 83)
 AA6847
 AA6847                          SUPERSEDED SURVEY CONTROL
 AA6847
 AA6847  NAD 83(2007)-  42 24 54.78540(N)    083 13 40.10488(W) AD(2002.00) 0
 AA6847  ELLIP H (02/10/07)  160.625  (m)                       GP(2002.00)    
 AA6847  ELLIP H (07/12/02)  160.654  (m)                       GP(       ) 4 1
 AA6847  NAD 83(1994)-  42 24 54.78539(N)    083 13 40.10468(W) AD(       ) 1
 AA6847  ELLIP H (02/03/97)  160.701  (m)                       GP(       ) 4 1
 AA6847  NAD 83(1986)-  42 24 54.78991(N)    083 13 40.13525(W) AD(       ) 1
 AA6847
 AA6847.Superseded values are not recommended for survey control.
 AA6847
 AA6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6847.See file dsdata.pdf to determine how the superseded data were derived.
 AA6847
 AA6847_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6847_STAMPING: 104-250 1960
 AA6847_MARK LOGO: MI-163
 AA6847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6847+STABILITY: SURFACE MOTION
 AA6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6847+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6847
 AA6847  HISTORY     - Date     Condition        Report By
 AA6847  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6847
 AA6847                          STATION DESCRIPTION
 AA6847
 AA6847'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6847'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6847'MCNICHOLS ROAD AT SUNDERLAND ROAD. TO REACH FROM M-39 (SOUTHFIELD
 AA6847'EXPRESSWAY) AND MCNICHOLS ROAD (EXIT 13) PROCEED WEST ON MCNICHOLS
 AA6847'ROAD 0.45 MILESTO SUNDERLAND ROAD AND THE STATION IN THE SOUTHEAST
 AA6847'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6847'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT
 AA6847'BOX SET FLUSH WITH THE CONCRETE SIDEWALK.  THR MONUMENT IS IN THE
 AA6847'CENTERLINE OF THE SIDEWALK. CENTERLINE OF MCNICHOLS ROAD IS N 0 E, 56
 AA6847'FEET, CENTERLINE OF SUNDERLAND ROAD IS N 90 W, 33.5 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5148 ***********************************************************************
 AA5148  DESIGNATION -  104 BRIDGEWATER
 AA5148  PID         -  AA5148
 AA5148  STATE/COUNTY-  MI/WASHTENAW
 AA5148  COUNTRY     -  US
 AA5148  USGS QUAD   -  TECUMSEH NORTH (2017)
 AA5148
 AA5148                         *CURRENT SURVEY CONTROL
 AA5148  ______________________________________________________________________
 AA5148* NAD 83(2011) POSITION- 42 06 28.02222(N) 083 53 34.11702(W)   ADJUSTED
 AA5148* NAD 83(2011) ELLIP HT-   233.713 (meters)        (06/27/12)   ADJUSTED
 AA5148* NAD 83(2011) EPOCH   -  2010.00
 AA5148* NAVD 88 ORTHO HEIGHT -   268.3   (meters)      880.    (feet) GPS OBS
 AA5148  ______________________________________________________________________
 AA5148  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5148  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA5148  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 AA5148  NAD 83(2011) X  -    504,193.025 (meters)                     COMP
 AA5148  NAD 83(2011) Y  - -4,712,256.560 (meters)                     COMP
 AA5148  NAD 83(2011) Z  -  4,254,649.959 (meters)                     COMP
 AA5148  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 AA5148
 AA5148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5148  Standards:
 AA5148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5148  -------------------------------------------------------------------
 AA5148  NETWORK   15.38  19.78           7.20   4.91  10.09      0.07191327
 AA5148  -------------------------------------------------------------------
 AA5148  Click here for local accuracies and other accuracy information.
 AA5148
 AA5148.The horizontal coordinates were established by GPS observations
 AA5148.and adjusted by the National Geodetic Survey in June 2012.
 AA5148
 AA5148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5148.been affixed to the stable North American tectonic plate. See 
 AA5148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5148
 AA5148.The horizontal coordinates are valid at the epoch date displayed above
 AA5148.which is a decimal equivalence of Year/Month/Day.
 AA5148
 AA5148.The orthometric height was determined by GPS observations and a
 AA5148.high-resolution geoid model.
 AA5148
 AA5148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5148.GEOID18 height accuracy estimate available here.
 AA5148
 AA5148.Click photographs - Photos may exist for this station.
 AA5148
 AA5148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5148
 AA5148.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5148
 AA5148.The ellipsoidal height was determined by GPS observations
 AA5148.and is referenced to NAD 83.
 AA5148
 AA5148. The following values were computed from the NAD 83(2011) position.
 AA5148
 AA5148;                    North         East     Units Scale Factor Converg.
 AA5148;SPC MI S     -    67,622.468 4,039,192.762   MT  0.99999817   +0 19 20.9
 AA5148;SPC MI S     -   221,858.49 13,251,944.76   iFT  0.99999817   +0 19 20.9
 AA5148;UTM  17      - 4,665,793.945   260,818.642   MT  1.00030398   -1 56 26.3
 AA5148
 AA5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5148!SPC MI S     -   0.99996335  x   0.99999817  =   0.99996152
 AA5148!UTM  17      -   0.99996335  x   1.00030398  =   1.00026731
 AA5148
 AA5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6081865793(NAD 83)
 AA5148
 AA5148                          SUPERSEDED SURVEY CONTROL
 AA5148
 AA5148  NAD 83(2007)-  42 06 28.02242(N)    083 53 34.11776(W) AD(2002.00) 0
 AA5148  ELLIP H (02/10/07)  233.728  (m)                       GP(2002.00)    
 AA5148  ELLIP H (07/12/02)  233.793  (m)                       GP(       ) 4 1
 AA5148  NAD 83(1994)-  42 06 28.02150(N)    083 53 34.11704(W) AD(       ) 1
 AA5148  ELLIP H (02/03/97)  233.829  (m)                       GP(       ) 4 1
 AA5148  NAD 83(1986)-  42 06 28.02683(N)    083 53 34.14064(W) AD(       ) 1
 AA5148
 AA5148.Superseded values are not recommended for survey control.
 AA5148
 AA5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5148.See file dsdata.pdf to determine how the superseded data were derived.
 AA5148
 AA5148_MARKER: DD = SURVEY DISK
 AA5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5148_STAMPING: 104
 AA5148_MARK LOGO: MI-161
 AA5148_PROJECTION: FLUSH
 AA5148_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5148+STABILITY: SURFACE MOTION
 AA5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5148+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 AA5148
 AA5148  HISTORY     - Date     Condition        Report By
 AA5148  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5148  HISTORY     - 20010427 POOR             LOCENG
 AA5148  HISTORY     - 20011212 POOR             ADVGEO
 AA5148  HISTORY     - 20050517 POOR             INDIV
 AA5148  HISTORY     - 20050521 POOR             USPSQD
 AA5148  HISTORY     - 20210414 POOR             MCA
 AA5148  HISTORY     - 20210518 POOR             MI-161
 AA5148
 AA5148                          STATION DESCRIPTION
 AA5148
 AA5148'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5148'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5148'NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 4 SOUTH, RANGE 4 EAST,
 AA5148'BRIDGEWATER TOWNSHIP. TO REACH THE STATION FROM THE MAIN INTERSECTION
 AA5148'OF MICHIGAN AVENUE (U.S. 12) AND THE CLINTON-TECUMSEH HIGHWAY IN
 AA5148'CLINTON, MICHIGAN, PROCEED EAST-NORTHEAST ON U.S. 12 FOR 4.9 MI (7.9
 AA5148'KM) TO THE INTERSECTION WITH WILLOW ROAD, AND THE STATION IN THE
 AA5148'RIGHT-OF-WAY IN THE NORTHEAST CORNER OF THE INTERSECTION. THE STATION
 AA5148'IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5148'MONUMENT, AND STAMPED 'WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5148'CONTROL 104'. THE DISK IS LOCATED 87.30 FT (26.61 M) S33W OF A GUY
 AA5148'POLE, 46.90 FT (14.30 M) N65W OF A 12 INCH MAPLE TREE, 107.40 FT
 AA5148'(32.74 M) N55E OF THE WESTERLY 4'X4' END POST IN A FENCE LINE RUNNING
 AA5148'EAST, AND 44.70 FT (13.62 M) S45E OF THE CENTERLINE MARKING OF
 AA5148'MICHIGAN AVENUE.
 AA5148
 AA5148                          STATION RECOVERY (2001)
 AA5148
 AA5148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5148'MARK IS NOW LEANING DUE TO CLEANOUT OF DITCH IN CLOSE PROXIMITY TO
 AA5148'MONUMENT.
 AA5148
 AA5148                          STATION RECOVERY (2001)
 AA5148
 AA5148'RECOVERY NOTE BY ADVANCED GEOMATICS 2001 (LRF)
 AA5148'STATION IS IN CULVERT WASHOUT AND IS LEANING AT A 45 DEGREE ANGLE.
 AA5148
 AA5148                          STATION RECOVERY (2005)
 AA5148
 AA5148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5148'MONUMENT LEANING SEVERELY
 AA5148
 AA5148                          STATION RECOVERY (2005)
 AA5148
 AA5148'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA5148'THE MARK IS TWO FEET SE OF A WITNESS POST. THERE IS NO LONGER A MAPLE
 AA5148'TREE IN THE AREA.
 AA5148
 AA5148                          STATION RECOVERY (2021)
 AA5148
 AA5148'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 AA5148'THE MARK IS LEANING BUT APPEARS TO BE STABLE.
 AA5148
 AA5148                          STATION RECOVERY (2021)
 AA5148
 AA5148'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5148'MARK WAS LEANING AND DISTURBED AS PREVIOUSLY DESCRIBED ON DATASHEET.
 AA5148'PUBLISHED COORDINATES WERE ABOUT 1 FT (0.3 M) OFF, AS MEASURED USING
 AA5148'RTK GPS TIED TO THE MDOT MSRN.  THIS SEEMS TO CONFIRM POSITIONAL
 AA5148'INTEGRITY HAS BEEN COMPROMISED.  A CARSONITE POST WAS SET NONETHELESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0460 ***********************************************************************
 OK0460  DESIGNATION -  1048
 OK0460  PID         -  OK0460
 OK0460  STATE/COUNTY-  MI/MECOSTA
 OK0460  COUNTRY     -  US
 OK0460  USGS QUAD   -  WOODVILLE NE (2017)
 OK0460
 OK0460                         *CURRENT SURVEY CONTROL
 OK0460  ______________________________________________________________________
 OK0460* NAD 83(1986) POSITION- 43 41 09.     (N) 085 31 27.     (W)   SCALED
 OK0460* NAVD 88 ORTHO HEIGHT -   319.213 (meters)     1047.28  (feet) ADJUSTED
 OK0460  ______________________________________________________________________
 OK0460  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 OK0460  DYNAMIC HEIGHT  -        319.154 (meters)     1047.09  (feet) COMP
 OK0460  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 OK0460
 OK0460  VERT ORDER      -  SECOND    CLASS 0
 OK0460
 OK0460.The horizontal coordinates were scaled from a map and have
 OK0460.an estimated accuracy of +/- 6 seconds.
 OK0460
 OK0460.The orthometric height was determined by differential leveling and
 OK0460.adjusted by the NATIONAL GEODETIC SURVEY
 OK0460.in June 1991.
 OK0460
 OK0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0460.GEOID18 height accuracy estimate available here.
 OK0460
 OK0460.Click photographs - Photos may exist for this station.
 OK0460
 OK0460.The dynamic height is computed by dividing the NAVD 88
 OK0460.geopotential number by the normal gravity value computed on the
 OK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0460.degrees latitude (g = 980.6199 gals.).
 OK0460
 OK0460.The modeled gravity was interpolated from observed gravity values.
 OK0460
 OK0460;                    North         East    Units  Estimated Accuracy
 OK0460;SPC MI S     -   243,450.    3,906,680.      MT  (+/- 180 meters Scaled)
 OK0460
 OK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP189380(NAD 83)
 OK0460
 OK0460                          SUPERSEDED SURVEY CONTROL
 OK0460
 OK0460  NGVD 29 (??/??/92)  319.317  (m)         1047.63   (f) ADJ UNCH    2 0
 OK0460
 OK0460.Superseded values are not recommended for survey control.
 OK0460
 OK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0460.See file dsdata.pdf to determine how the superseded data were derived.
 OK0460
 OK0460_MARKER: P = PIPE CAP
 OK0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0460_STAMPING: MICH 1048
 OK0460_MARK LOGO: USGS
 OK0460_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0460
 OK0460  HISTORY     - Date     Condition        Report By
 OK0460  HISTORY     - 1916     MONUMENTED       USGS
 OK0460  HISTORY     - 1934     GOOD             CGS
 OK0460  HISTORY     - 1974     GOOD             LOCSUR
 OK0460  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OK0460  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 OK0460
 OK0460                          STATION DESCRIPTION
 OK0460
 OK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0460'3.2 MI SW FROM BIG RAPIDS.
 OK0460'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0460'AT BIG RAPIDS, MECOSTA COUNTY, 69 FEET NORTHEAST OF THE NORTHEAST
 OK0460'CORNER OF A SCHOOLHOUSE, 30 FEET WEST OF THE CENTERLINE OF A
 OK0460'ROAD INTERSECTION, AND 33 FEET SOUTH OF THE CENTERLINE OF THE
 OK0460'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 OK0460'1048 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0460
 OK0460                          STATION RECOVERY (1974)
 OK0460
 OK0460'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 OK0460'RECOVERED IN GOOD CONDITION.
 OK0460
 OK0460                          STATION RECOVERY (1985)
 OK0460
 OK0460'RECOVERY NOTE BY US POWER SQUADRON 1985
 OK0460'MARK NOT FOUND.
 OK0460
 OK0460                          STATION RECOVERY (2001)
 OK0460
 OK0460'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0460'MAJOR CONSTRUCTION HAS BEEN DONE IN THIS AREA. DISK PROBABLY
 OK0460'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0144 ***********************************************************************
 OK0144  DESIGNATION -  105 1/2
 OK0144  PID         -  OK0144
 OK0144  STATE/COUNTY-  MI/CLINTON
 OK0144  COUNTRY     -  US
 OK0144  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0144
 OK0144                         *CURRENT SURVEY CONTROL
 OK0144  ______________________________________________________________________
 OK0144* NAD 83(1986) POSITION- 43 00 12.     (N) 084 42 09.     (W)   SCALED
 OK0144* NAVD 88 ORTHO HEIGHT -   225.081 (meters)      738.45  (feet) ADJUSTED
 OK0144  ______________________________________________________________________
 OK0144  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 OK0144  DYNAMIC HEIGHT  -        225.028 (meters)      738.28  (feet) COMP
 OK0144  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 OK0144
 OK0144  VERT ORDER      -  SECOND    CLASS 0
 OK0144
 OK0144.The horizontal coordinates were scaled from a map and have
 OK0144.an estimated accuracy of +/- 6 seconds.
 OK0144
 OK0144.The orthometric height was determined by differential leveling and
 OK0144.adjusted by the NATIONAL GEODETIC SURVEY
 OK0144.in June 1991.
 OK0144
 OK0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0144.GEOID18 height accuracy estimate available here.
 OK0144
 OK0144.Click photographs - Photos may exist for this station.
 OK0144
 OK0144.The dynamic height is computed by dividing the NAVD 88
 OK0144.geopotential number by the normal gravity value computed on the
 OK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0144.degrees latitude (g = 980.6199 gals.).
 OK0144
 OK0144.The modeled gravity was interpolated from observed gravity values.
 OK0144
 OK0144;                    North         East    Units  Estimated Accuracy
 OK0144;SPC MI S     -   167,040.    3,972,620.      MT  (+/- 180 meters Scaled)
 OK0144
 OK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN872637(NAD 83)
 OK0144
 OK0144                          SUPERSEDED SURVEY CONTROL
 OK0144
 OK0144  NGVD 29 (??/??/92)  225.221  (m)          738.91   (f) ADJ UNCH    2 0
 OK0144
 OK0144.Superseded values are not recommended for survey control.
 OK0144
 OK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0144.See file dsdata.pdf to determine how the superseded data were derived.
 OK0144
 OK0144_MARKER: Z = SEE DESCRIPTION
 OK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0144_STAMPING: BM 105 1/2
 OK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0144+STABILITY: SURFACE MOTION
 OK0144
 OK0144  HISTORY     - Date     Condition        Report By
 OK0144  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0144  HISTORY     - 1934     GOOD             CGS
 OK0144  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0144  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0144
 OK0144                          STATION DESCRIPTION
 OK0144
 OK0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0144'2 MI E FROM FOWLER.
 OK0144'2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0144'STATION AT FOWLER, CLINTON COUNTY, 46 FEET NORTH OF THE NORTH
 OK0144'RAIL, 2.6 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP OF THE
 OK0144'RAIL.  A BRONZE PLUG, STAMPED BM 105 1/2 AND SET IN THE TOP OF A
 OK0144'CONCRETE POST.
 OK0144
 OK0144                          STATION RECOVERY (1994)
 OK0144
 OK0144'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0144'MARK NOT FOUND.
 OK0144
 OK0144                          STATION RECOVERY (2001)
 OK0144
 OK0144'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0144'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1273 ***********************************************************************
 RJ1273  DESIGNATION -  105 C7W 016
 RJ1273  PID         -  RJ1273
 RJ1273  STATE/COUNTY-  MI/CHIPPEWA
 RJ1273  COUNTRY     -  US
 RJ1273  USGS QUAD   -  OAK RIDGE (2017)
 RJ1273
 RJ1273                         *CURRENT SURVEY CONTROL
 RJ1273  ______________________________________________________________________
 RJ1273* NAD 83(1994) POSITION- 46 15 15.26009(N) 084 10 35.31527(W)   ADJUSTED
 RJ1273* NAVD 88 ORTHO HEIGHT -   179.7   (meters)      590.    (feet) VERTCON3
 RJ1273  ______________________________________________________________________
 RJ1273  GEOID HEIGHT    -        -36.502 (meters)                     GEOID18
 RJ1273  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 RJ1273  HORZ ORDER      -  SECOND
 RJ1273
 RJ1273.The horizontal coordinates were established by classical geodetic methods
 RJ1273.and adjusted by the National Geodetic Survey in February 1997.
 RJ1273
 RJ1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1273
 RJ1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1273.GEOID18 height accuracy estimate available here.
 RJ1273
 RJ1273.Click photographs - Photos may exist for this station.
 RJ1273
 RJ1273.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1273
 RJ1273. The following values were computed from the NAD 83(1994) position.
 RJ1273
 RJ1273;                    North         East     Units Scale Factor Converg.
 RJ1273;SPC MI N     -   167,358.918 8,217,648.381   MT  0.99990298   +2 02 26.9
 RJ1273;SPC MI N     -   549,077.81 26,960,788.65   iFT  0.99990298   +2 02 26.9
 RJ1273;UTM  16      - 5,126,171.122   717,624.693   MT  1.00018222   +2 02 26.0
 RJ1273
 RJ1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1273!SPC MI N     -   0.99997755  x   0.99990298  =   0.99988053
 RJ1273!UTM  16      -   0.99997755  x   1.00018222  =   1.00015977
 RJ1273
 RJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1762426171(NAD 83)
 RJ1273
 RJ1273                          SUPERSEDED SURVEY CONTROL
 RJ1273
 RJ1273  NAD 83(1986)-  46 15 15.25143(N)    084 10 35.31192(W) AD(       ) 2
 RJ1273  NGVD 29 (05/22/90)  179.7    (m)          590.     (f) VERT ANG       
 RJ1273
 RJ1273.Superseded values are not recommended for survey control.
 RJ1273
 RJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1273.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1273
 RJ1273_MARKER: I = METAL ROD
 RJ1273_SETTING: 80 = SET IN A BOULDER
 RJ1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1273+STABILITY: SURFACE MOTION
 RJ1273
 RJ1273  HISTORY     - Date     Condition        Report By
 RJ1273  HISTORY     - 1988     MONUMENTED       USACE
 RJ1273
 RJ1273                          STATION DESCRIPTION
 RJ1273
 RJ1273'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1273'THE STATION IS LOCATED ABOUT 29.9 KM (18.6 MI) SOUTH-SOUTHEAST OF
 RJ1273'SAULT STE MARE, 33.0 KM (20.5 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1273'35.9 KM (22.3 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1273'ON NEEBISH ISLAND IN HAYWOOD PARK ADDITION NO 1, LOTS 30, 31, 32,
 RJ1273'AND 553 FT OF LOT 33, SEC 34, T45N-R2E.
 RJ1273'OWNERSHIP---WARREN L. AND CAROLYN GERALDS
 RJ1273'
 RJ1273'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1273'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1273'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1273'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1273'TRAVEL BY BOAT UPRIVER FOR 5 MINUTES
 RJ1273'TO WEST SIDE OF NEEBISH ISLAND WHERE STATION IS LOCATED.
 RJ1273'
 RJ1273'THE STATION IS A STEEL PIPE, IMBEDDED IN A LARGE ROCK ON THE EDGE
 RJ1273'OF THE WATER,
 RJ1273'LOCATED, 10.8 METERS (35.3 FT) NORTHWEST OF A LARGE WHITE PINE TREE.
 RJ1273'
 RJ1273'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5149 ***********************************************************************
 AA5149  DESIGNATION -  105 MANCHESTER
 AA5149  PID         -  AA5149
 AA5149  STATE/COUNTY-  MI/WASHTENAW
 AA5149  COUNTRY     -  US
 AA5149  USGS QUAD   -  TIPTON (2017)
 AA5149
 AA5149                         *CURRENT SURVEY CONTROL
 AA5149  ______________________________________________________________________
 AA5149* NAD 83(2011) POSITION- 42 04 20.67884(N) 084 04 50.45258(W)   ADJUSTED
 AA5149* NAD 83(2011) ELLIP HT-   259.765 (meters)        (06/27/12)   ADJUSTED
 AA5149* NAD 83(2011) EPOCH   -  2010.00
 AA5149* NAVD 88 ORTHO HEIGHT -   294.4   (meters)      966.    (feet) GPS OBS
 AA5149  ______________________________________________________________________
 AA5149  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5149  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA5149  GEOID HEIGHT    -        -34.610 (meters)                     GEOID18
 AA5149  NAD 83(2011) X  -    489,012.615 (meters)                     COMP
 AA5149  NAD 83(2011) Y  - -4,716,523.399 (meters)                     COMP
 AA5149  NAD 83(2011) Z  -  4,251,751.575 (meters)                     COMP
 AA5149  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AA5149
 AA5149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5149  Standards:
 AA5149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5149  -------------------------------------------------------------------
 AA5149  NETWORK   18.79  24.23           8.72   6.16  12.36      0.09438976
 AA5149  -------------------------------------------------------------------
 AA5149  Click here for local accuracies and other accuracy information.
 AA5149
 AA5149.The horizontal coordinates were established by GPS observations
 AA5149.and adjusted by the National Geodetic Survey in June 2012.
 AA5149
 AA5149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5149.been affixed to the stable North American tectonic plate. See 
 AA5149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5149
 AA5149.The horizontal coordinates are valid at the epoch date displayed above
 AA5149.which is a decimal equivalence of Year/Month/Day.
 AA5149
 AA5149.The orthometric height was determined by GPS observations and a
 AA5149.high-resolution geoid model.
 AA5149
 AA5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5149.GEOID18 height accuracy estimate available here.
 AA5149
 AA5149.Click photographs - Photos may exist for this station.
 AA5149
 AA5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5149
 AA5149.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5149
 AA5149.The ellipsoidal height was determined by GPS observations
 AA5149.and is referenced to NAD 83.
 AA5149
 AA5149. The following values were computed from the NAD 83(2011) position.
 AA5149
 AA5149;                    North         East     Units Scale Factor Converg.
 AA5149;SPC MI S     -    63,623.287 4,023,667.338   MT  1.00000665   +0 11 40.6
 AA5149;SPC MI S     -   208,737.82 13,201,008.33   iFT  1.00000665   +0 11 40.6
 AA5149;UTM  16      - 4,661,940.528   741,507.575   MT  1.00031774   +1 57 25.5
 AA5149;UTM  17      - 4,662,409.355   245,142.032   MT  1.00039930   -2 03 55.4
 AA5149
 AA5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5149!SPC MI S     -   0.99995926  x   1.00000665  =   0.99996591
 AA5149!UTM  16      -   0.99995926  x   1.00031774  =   1.00027699
 AA5149!UTM  17      -   0.99995926  x   1.00039930  =   1.00035854
 AA5149
 AA5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4150761940(NAD 83)
 AA5149
 AA5149                          SUPERSEDED SURVEY CONTROL
 AA5149
 AA5149  NAD 83(2007)-  42 04 20.67902(N)    084 04 50.45332(W) AD(2002.00) 0
 AA5149  ELLIP H (02/10/07)  259.780  (m)                       GP(2002.00)    
 AA5149  ELLIP H (07/12/02)  259.843  (m)                       GP(       ) 4 1
 AA5149  NAD 83(1994)-  42 04 20.67804(N)    084 04 50.45268(W) AD(       ) 1
 AA5149  ELLIP H (02/03/97)  259.872  (m)                       GP(       ) 4 1
 AA5149  NAD 83(1986)-  42 04 20.68272(N)    084 04 50.47611(W) AD(       ) 1
 AA5149
 AA5149.Superseded values are not recommended for survey control.
 AA5149
 AA5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5149.See file dsdata.pdf to determine how the superseded data were derived.
 AA5149
 AA5149_MARKER: DD = SURVEY DISK
 AA5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5149_STAMPING: 105
 AA5149_MARK LOGO: MI-161
 AA5149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5149+STABILITY: SURFACE MOTION
 AA5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5149+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5149
 AA5149  HISTORY     - Date     Condition        Report By
 AA5149  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5149  HISTORY     - 20050517 POOR             INDIV
 AA5149  HISTORY     - 20170122 GOOD             GEOCAC
 AA5149
 AA5149                          STATION DESCRIPTION
 AA5149
 AA5149'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5149'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5149'SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 4 SOUTH, RANGE 3 EAST,
 AA5149'MANCHESTER TOWNSHIP. TO REACH THE STATION FROM THE MAIN INTERSECTION
 AA5149'OF MICHIGAN AVENUE (U.S. 12) AND CLINTON-TECUMSEH HIGHWAY, IN THE
 AA5149'VILLAGE OF CLINTON, PROCEED WEST ON MICHIGAN AVENUE FOR 1.8 MI (2.9
 AA5149'KM) TO THE INTERSECTION WITH M-52. CONTINUE WEST ON MICHIGAN AVENUE
 AA5149'(U.S. 12) FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH SHARON HOLLOW
 AA5149'ROAD (NORTH), AND THE STATION LOCATED APPROXIMATELY 200 FT (61.0 M)
 AA5149'EAST OF THE INTERSECTION, ON THE NORTH SIDE OF MICHIGAN AVENUE. THE
 AA5149'STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE
 AA5149'CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY REMONUMENTATION
 AA5149'GEODETIC CONTROL 105'. THE DISK IS LOCATED 8.0 FT (2.4 M) NORTH OF THE
 AA5149'NORTH EDGE OF MICHIGAN AVENUE, 49.8 FT (15.2 M) NORTH OF A NAIL AND
 AA5149'TAG IN THE WEST SIDE OF AN 8 INCH MAPLE TREE, 72.0 FT (21.9 M)
 AA5149'NORTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 108.0 FT (32.9 M) SOUTH
 AA5149'OF THE NORTHWEST CORNER OF A BUILDING, AND 124.3 FT (37.9 M) SOUTHWEST
 AA5149'OF A NAIL AND TAG IN THE WEST SIDE OF A 26 INCH MAPLE TREE.
 AA5149
 AA5149                          STATION RECOVERY (2005)
 AA5149
 AA5149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5149'UNSURE OF POSITIONAL ACCURACY DUE TO RECONSTRUCTION AND WIDENING OF
 AA5149'US-12.
 AA5149'WITNESSES GONE, NEW WITNESSES AS FOLLOWS
 AA5149'N06W 46.98' TO SET NAIL IN EAST SIDE OF 10 INCH ELM, N62W 101.05' TO
 AA5149'THE CENTERLINE OF A TELEPHONE CABLE RISER BOX, S70W 109.22' TO A SET
 AA5149'NAIL IN THE NW FACE IN A POWER POLE, S10E 89.54' TO A SET NAIL IN THE
 AA5149'EAST FACE OF A POWER POLE. POINT IS LOCATED 4 FEET NORTH OF THE NORTH
 AA5149'EDGE ON PAVEMENT, IN SHOULDER OF ROAD.
 AA5149
 AA5149                          STATION RECOVERY (2017)
 AA5149
 AA5149'RECOVERY NOTE BY GEOCACHING 2017
 AA5149'MARK FOUND ABOUT 3 FT NORTH OF THE PAVED SHOULDER OF US12, ABOUT 1 FT
 AA5149'WEST OF A DRIVEWAY TO A
 AA5149'VACANT PROPERTY UNDER  2-3 INCHES OF DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0781 ***********************************************************************
 RL0781  DESIGNATION -  1052.5
 RL0781  PID         -  RL0781
 RL0781  STATE/COUNTY-  MI/ONTONAGON
 RL0781  COUNTRY     -  US
 RL0781  USGS QUAD   -  MCKEEVER (2017)
 RL0781
 RL0781                         *CURRENT SURVEY CONTROL
 RL0781  ______________________________________________________________________
 RL0781* NAD 83(1986) POSITION- 46 38 36.     (N) 089 03 38.     (W)   SCALED
 RL0781* NAVD 88 ORTHO HEIGHT -   320.838 (meters)     1052.62  (feet) ADJUSTED
 RL0781  ______________________________________________________________________
 RL0781  GEOID HEIGHT    -        -32.318 (meters)                     GEOID18
 RL0781  DYNAMIC HEIGHT  -        320.854 (meters)     1052.67  (feet) COMP
 RL0781  MODELED GRAVITY -    980,655.0   (mgal)                       NAVD 88
 RL0781
 RL0781  VERT ORDER      -  SECOND    CLASS 0
 RL0781
 RL0781.The horizontal coordinates were scaled from a map and have
 RL0781.an estimated accuracy of +/- 6 seconds.
 RL0781
 RL0781.The orthometric height was determined by differential leveling and
 RL0781.adjusted by the NATIONAL GEODETIC SURVEY
 RL0781.in June 1991.
 RL0781
 RL0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0781.GEOID18 height accuracy estimate available here.
 RL0781
 RL0781.Click photographs - Photos may exist for this station.
 RL0781
 RL0781.The dynamic height is computed by dividing the NAVD 88
 RL0781.geopotential number by the normal gravity value computed on the
 RL0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0781.degrees latitude (g = 980.6199 gals.).
 RL0781
 RL0781.The modeled gravity was interpolated from observed gravity values.
 RL0781
 RL0781;                    North         East    Units  Estimated Accuracy
 RL0781;SPC MI N     -   208,780.    7,842,270.      MT  (+/- 180 meters Scaled)
 RL0781
 RL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS423675(NAD 83)
 RL0781
 RL0781                          SUPERSEDED SURVEY CONTROL
 RL0781
 RL0781  NGVD 29 (??/??/92)  320.843  (m)         1052.63   (f) ADJ UNCH    2 0
 RL0781
 RL0781.Superseded values are not recommended for survey control.
 RL0781
 RL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0781.See file dsdata.pdf to determine how the superseded data were derived.
 RL0781
 RL0781_MARKER: S = SPIKE
 RL0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0781_SP_SET: MAPLE TREE
 RL0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0781
 RL0781  HISTORY     - Date     Condition        Report By
 RL0781  HISTORY     - UNK      MONUMENTED       USGS
 RL0781  HISTORY     - 1948     GOOD             CGS
 RL0781  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0781  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0781
 RL0781                          STATION DESCRIPTION
 RL0781
 RL0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0781'7.8 MI S FROM MASS.
 RL0781'ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0781'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MASS, THENCE
 RL0781'ABOUT 7.45 MILES SOUTH ALONG A GRAVEL ROAD TO TROUT CREEK, AT
 RL0781'THE JUNCTION OF A ROAD WEST, A RAILROAD SPIKE IN THE EAST SIDE
 RL0781'OF A 5-INCH MAPLE TREE, 63 FEET WEST OF THE CENTER LINE OF THE
 RL0781'ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, ABOUT
 RL0781'LEVEL WITH THE ROAD AND 6 INCHES ABOVE GROUND.
 RL0781
 RL0781                          STATION RECOVERY (2001)
 RL0781
 RL0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0781'MARK NOT FOUND.
 RL0781
 RL0781                          STATION RECOVERY (2004)
 RL0781
 RL0781'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0781'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0145 ***********************************************************************
 OK0145  DESIGNATION -  106 1/2
 OK0145  PID         -  OK0145
 OK0145  STATE/COUNTY-  MI/CLINTON
 OK0145  COUNTRY     -  US
 OK0145  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0145
 OK0145                         *CURRENT SURVEY CONTROL
 OK0145  ______________________________________________________________________
 OK0145* NAD 83(1986) POSITION- 43 00 12.     (N) 084 43 20.     (W)   SCALED
 OK0145* NAVD 88 ORTHO HEIGHT -   225.157 (meters)      738.70  (feet) ADJUSTED
 OK0145  ______________________________________________________________________
 OK0145  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 OK0145  DYNAMIC HEIGHT  -        225.104 (meters)      738.53  (feet) COMP
 OK0145  MODELED GRAVITY -    980,381.6   (mgal)                       NAVD 88
 OK0145
 OK0145  VERT ORDER      -  SECOND    CLASS 0
 OK0145
 OK0145.The horizontal coordinates were scaled from a map and have
 OK0145.an estimated accuracy of +/- 6 seconds.
 OK0145
 OK0145.The orthometric height was determined by differential leveling and
 OK0145.adjusted by the NATIONAL GEODETIC SURVEY
 OK0145.in June 1991.
 OK0145
 OK0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0145.GEOID18 height accuracy estimate available here.
 OK0145
 OK0145.Click photographs - Photos may exist for this station.
 OK0145
 OK0145.The dynamic height is computed by dividing the NAVD 88
 OK0145.geopotential number by the normal gravity value computed on the
 OK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0145.degrees latitude (g = 980.6199 gals.).
 OK0145
 OK0145.The modeled gravity was interpolated from observed gravity values.
 OK0145
 OK0145;                    North         East    Units  Estimated Accuracy
 OK0145;SPC MI S     -   167,050.    3,971,010.      MT  (+/- 180 meters Scaled)
 OK0145
 OK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN856637(NAD 83)
 OK0145
 OK0145                          SUPERSEDED SURVEY CONTROL
 OK0145
 OK0145  NGVD 29 (??/??/92)  225.297  (m)          739.16   (f) ADJ UNCH    2 0
 OK0145
 OK0145.Superseded values are not recommended for survey control.
 OK0145
 OK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0145.See file dsdata.pdf to determine how the superseded data were derived.
 OK0145
 OK0145_MARKER: Z = SEE DESCRIPTION
 OK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0145_STAMPING: BM 106 1/2
 OK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0145+STABILITY: SURFACE MOTION
 OK0145
 OK0145  HISTORY     - Date     Condition        Report By
 OK0145  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0145  HISTORY     - 1934     GOOD             CGS
 OK0145  HISTORY     - 19940720 MARK NOT FOUND   LOCENG
 OK0145  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0145
 OK0145                          STATION DESCRIPTION
 OK0145
 OK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0145'1 MI E FROM FOWLER.
 OK0145'1 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0145'STATION AT FOWLER, CLINTON COUNTY, 5 RAILS WEST OF A SWITCH
 OK0145'SIGNAL, 33.5 FEET NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A
 OK0145'FENCE, AND 2 FEET LOWER THEN THE TOP OF THE RAIL.  A BRONZE
 OK0145'PLUG, STAMPED BM 106 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0145
 OK0145                          STATION RECOVERY (1994)
 OK0145
 OK0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0145'MARK NOT FOUND.
 OK0145
 OK0145                          STATION RECOVERY (2001)
 OK0145
 OK0145'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0145'MONUMENT NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1274 ***********************************************************************
 RJ1274  DESIGNATION -  106 C7W 079
 RJ1274  PID         -  RJ1274
 RJ1274  STATE/COUNTY-  MI/CHIPPEWA
 RJ1274  COUNTRY     -  US
 RJ1274  USGS QUAD   -  MUNUSCONG (2017)
 RJ1274
 RJ1274                         *CURRENT SURVEY CONTROL
 RJ1274  ______________________________________________________________________
 RJ1274* NAD 83(1994) POSITION- 46 14 10.87778(N) 084 10 52.34740(W)   ADJUSTED
 RJ1274* NAVD 88 ORTHO HEIGHT -   177.6   (meters)      583.    (feet) VERTCON3
 RJ1274  ______________________________________________________________________
 RJ1274  GEOID HEIGHT    -        -36.485 (meters)                     GEOID18
 RJ1274  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 RJ1274  HORZ ORDER      -  SECOND
 RJ1274
 RJ1274.The horizontal coordinates were established by classical geodetic methods
 RJ1274.and adjusted by the National Geodetic Survey in February 1997.
 RJ1274
 RJ1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1274
 RJ1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1274.GEOID18 height accuracy estimate available here.
 RJ1274
 RJ1274.Click photographs - Photos may exist for this station.
 RJ1274
 RJ1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1274
 RJ1274. The following values were computed from the NAD 83(1994) position.
 RJ1274
 RJ1274;                    North         East     Units Scale Factor Converg.
 RJ1274;SPC MI N     -   165,359.474 8,217,354.506   MT  0.99990320   +2 02 14.6
 RJ1274;SPC MI N     -   542,517.96 26,959,824.49   iFT  0.99990320   +2 02 14.6
 RJ1274;UTM  16      - 5,124,171.125   717,330.717   MT  1.00018065   +2 02 11.5
 RJ1274
 RJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1274!SPC MI N     -   0.99997788  x   0.99990320  =   0.99988108
 RJ1274!UTM  16      -   0.99997788  x   1.00018065  =   1.00015852
 RJ1274
 RJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1733024171(NAD 83)
 RJ1274
 RJ1274                          SUPERSEDED SURVEY CONTROL
 RJ1274
 RJ1274  NAD 83(1986)-  46 14 10.86914(N)    084 10 52.34410(W) AD(       ) 2
 RJ1274  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1274
 RJ1274.Superseded values are not recommended for survey control.
 RJ1274
 RJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1274.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1274
 RJ1274_MARKER: DS = TRIANGULATION STATION DISK
 RJ1274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1274+WITH SETTING: INFORMATION.
 RJ1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1274
 RJ1274  HISTORY     - Date     Condition        Report By
 RJ1274  HISTORY     - 1988     MONUMENTED       USACE
 RJ1274
 RJ1274                          STATION DESCRIPTION
 RJ1274
 RJ1274'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1274'THE STATION IS LOCATED ABOUT 31.9 KM (19.8 MI) SOUTH-SOUTHEAST OF
 RJ1274'SAULT STE MARIE, 32.8 KM (20.4 MI) EAST OF RUDYARD, AND 34.3 KM (21.3
 RJ1274'MI)
 RJ1274'NORTHWEST OF DETOUR VILLAGE
 RJ1274'ALONG WEST NEEBISH CHANNEL NEAR KEMPS POINT IN GOVT LOT 4, SEC 4,
 RJ1274'T44N-R2E.
 RJ1274'OWNERSHIP---DETROIT CONFERENCE OF THE UNITED METHODIST CHURCH.
 RJ1274'
 RJ1274'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1274'4.4 KM (2.7 MI) ON 15 MILE ROAD
 RJ1274'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1274'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1274'DOWNRIVER FOR 10 MINUTES TO WEST SIDE OF RIVER WHERE STATION IS
 RJ1274'LOCATED.
 RJ1274'
 RJ1274'THE STATION IS A STANDARD COE DISK
 RJ1274'THAT IS STAMPED--C7W-079 1988---,
 RJ1274'SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM
 RJ1274'ROD THAT IS DRIVEN 24.7 METERS (81 FT) INTO THE GROUND, LOCATED
 RJ1274'6.7 METERS (22 FT) WEST OF WATER AND 17.4 METERS (57 FT) NORTH OF
 RJ1274'WATER.
 RJ1274'
 RJ1274'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5150 ***********************************************************************
 AA5150  DESIGNATION -  106 SHARON
 AA5150  PID         -  AA5150
 AA5150  STATE/COUNTY-  MI/WASHTENAW
 AA5150  COUNTRY     -  US
 AA5150  USGS QUAD   -  MANCHESTER (2017)
 AA5150
 AA5150                         *CURRENT SURVEY CONTROL
 AA5150  ______________________________________________________________________
 AA5150* NAD 83(2011) POSITION- 42 11 28.89647(N) 084 01 55.28756(W)   ADJUSTED
 AA5150* NAD 83(2011) ELLIP HT-   271.955 (meters)        (06/27/12)   ADJUSTED
 AA5150* NAD 83(2011) EPOCH   -  2010.00
 AA5150* NAVD 88 ORTHO HEIGHT -   306.3   (meters)     1005.    (feet) GPS OBS
 AA5150  ______________________________________________________________________
 AA5150  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5150  GEOID HEIGHT    -         -34.16 (meters)                     GEOID93
 AA5150  GEOID HEIGHT    -        -34.346 (meters)                     GEOID18
 AA5150  NAD 83(2011) X  -    492,097.174 (meters)                     COMP
 AA5150  NAD 83(2011) Y  - -4,707,299.682 (meters)                     COMP
 AA5150  NAD 83(2011) Z  -  4,261,558.509 (meters)                     COMP
 AA5150  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 AA5150
 AA5150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5150  Standards:
 AA5150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5150  -------------------------------------------------------------------
 AA5150  NETWORK   17.65  22.23           7.97   6.21  11.34      0.12591228
 AA5150  -------------------------------------------------------------------
 AA5150  Click here for local accuracies and other accuracy information.
 AA5150
 AA5150.The horizontal coordinates were established by GPS observations
 AA5150.and adjusted by the National Geodetic Survey in June 2012.
 AA5150
 AA5150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5150.been affixed to the stable North American tectonic plate. See 
 AA5150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5150
 AA5150.The horizontal coordinates are valid at the epoch date displayed above
 AA5150.which is a decimal equivalence of Year/Month/Day.
 AA5150
 AA5150.The orthometric height was determined by GPS observations and a
 AA5150.high-resolution geoid model.
 AA5150
 AA5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5150.GEOID18 height accuracy estimate available here.
 AA5150
 AA5150.Click photographs - Photos may exist for this station.
 AA5150
 AA5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5150
 AA5150.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5150
 AA5150.The ellipsoidal height was determined by GPS observations
 AA5150.and is referenced to NAD 83.
 AA5150
 AA5150. The following values were computed from the NAD 83(2011) position.
 AA5150
 AA5150;                    North         East     Units Scale Factor Converg.
 AA5150;SPC MI S     -    76,850.327 4,027,641.514   MT  0.99997962   +0 13 39.8
 AA5150;SPC MI S     -   252,133.62 13,214,046.96   iFT  0.99997962   +0 13 39.8
 AA5150;UTM  16      - 4,675,288.146   745,073.781   MT  1.00033908   +1 59 39.5
 AA5150;UTM  17      - 4,675,474.312   249,637.065   MT  1.00037133   -2 02 14.6
 AA5150
 AA5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5150!SPC MI S     -   0.99995735  x   0.99997962  =   0.99993697
 AA5150!UTM  16      -   0.99995735  x   1.00033908  =   1.00029641
 AA5150!UTM  17      -   0.99995735  x   1.00037133  =   1.00032866
 AA5150
 AA5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4507375288(NAD 83)
 AA5150
 AA5150                          SUPERSEDED SURVEY CONTROL
 AA5150
 AA5150  NAD 83(2007)-  42 11 28.89664(N)    084 01 55.28830(W) AD(2002.00) 0
 AA5150  ELLIP H (02/10/07)  271.972  (m)                       GP(2002.00)    
 AA5150  ELLIP H (07/12/02)  272.034  (m)                       GP(       ) 4 1
 AA5150  NAD 83(1994)-  42 11 28.89567(N)    084 01 55.28752(W) AD(       ) 1
 AA5150  ELLIP H (02/03/97)  272.065  (m)                       GP(       ) 4 1
 AA5150  NAD 83(1986)-  42 11 28.90034(N)    084 01 55.31134(W) AD(       ) 1
 AA5150
 AA5150.Superseded values are not recommended for survey control.
 AA5150
 AA5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5150.See file dsdata.pdf to determine how the superseded data were derived.
 AA5150
 AA5150_MARKER: DD = SURVEY DISK
 AA5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5150_STAMPING: 106
 AA5150_MARK LOGO: MI-161
 AA5150_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5150+STABILITY: SURFACE MOTION
 AA5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5150+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 AA5150
 AA5150  HISTORY     - Date     Condition        Report By
 AA5150  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5150  HISTORY     - 20050517 GOOD             INDIV
 AA5150  HISTORY     - 20210608 GOOD             MI-161
 AA5150
 AA5150                          STATION DESCRIPTION
 AA5150
 AA5150'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5150'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5150'NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 3 EAST,
 AA5150'SHARON TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94
 AA5150'AND M-52, AT THE SOUTH EDGE OF THE VILLAGE OF CHELSEA, PROCEED SOUTH
 AA5150'ON M-52 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION WITH PLEASANT LAKE
 AA5150'ROAD, AND THE STATION IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 AA5150'THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5150'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY
 AA5150'REMONUMENTATION GEODETIC CONTROL 106'. THE DISK IS LOCATED 120.26 FT
 AA5150'(36.66 M) N85W OF THE CENTER OF A CATCH BASIN ON THE WEST SIDE OF
 AA5150'M-52, 144.44 FT (44.03 M) N75W OF A NAIL IN THE SOUTH SIDE OF A POWER
 AA5150'POLE, 58.5 FT (17.8 M) N55W OF A NAIL IN THE SOUTH SIDE OF A POLE, AND
 AA5150'120.19 FT (36.63 M) N45W OF A MONUMENT BOX LOCATED AT THE ABOVE
 AA5150'INTERSECTION.
 AA5150
 AA5150                          STATION RECOVERY (2005)
 AA5150
 AA5150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5150'RECOVERED IN GOOD CONDITION.
 AA5150
 AA5150                          STATION RECOVERY (2021)
 AA5150
 AA5150'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5150'MARK WAS RECOVERED BY WASHTENAW COUNTY ROAD COMMISSION IN GOOD
 AA5150'CONDITION AS PART OF THE GPS ON BENCHMARKS CAMPAIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0835 ***********************************************************************
 RL0835  DESIGNATION -  1063.4
 RL0835  PID         -  RL0835
 RL0835  STATE/COUNTY-  MI/ONTONAGON
 RL0835  COUNTRY     -  US
 RL0835  USGS QUAD   -  MATCHWOOD NW (2017)
 RL0835
 RL0835                         *CURRENT SURVEY CONTROL
 RL0835  ______________________________________________________________________
 RL0835* NAD 83(1986) POSITION- 46 39 11.     (N) 089 23 06.     (W)   SCALED
 RL0835* NAVD 88 ORTHO HEIGHT -   324.182 (meters)     1063.59  (feet) ADJUSTED
 RL0835  ______________________________________________________________________
 RL0835  GEOID HEIGHT    -        -31.417 (meters)                     GEOID18
 RL0835  DYNAMIC HEIGHT  -        324.206 (meters)     1063.67  (feet) COMP
 RL0835  MODELED GRAVITY -    980,678.3   (mgal)                       NAVD 88
 RL0835
 RL0835  VERT ORDER      -  SECOND    CLASS 0
 RL0835
 RL0835.The horizontal coordinates were scaled from a map and have
 RL0835.an estimated accuracy of +/- 6 seconds.
 RL0835
 RL0835.The orthometric height was determined by differential leveling and
 RL0835.adjusted by the NATIONAL GEODETIC SURVEY
 RL0835.in June 1991.
 RL0835
 RL0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0835.GEOID18 height accuracy estimate available here.
 RL0835
 RL0835.Click photographs - Photos may exist for this station.
 RL0835
 RL0835.The dynamic height is computed by dividing the NAVD 88
 RL0835.geopotential number by the normal gravity value computed on the
 RL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0835.degrees latitude (g = 980.6199 gals.).
 RL0835
 RL0835.The modeled gravity was interpolated from observed gravity values.
 RL0835
 RL0835;                    North         East    Units  Estimated Accuracy
 RL0835;SPC MI N     -   210,560.    7,817,480.      MT  (+/- 180 meters Scaled)
 RL0835
 RL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS175693(NAD 83)
 RL0835
 RL0835                          SUPERSEDED SURVEY CONTROL
 RL0835
 RL0835  NGVD 29 (??/??/92)  324.181  (m)         1063.58   (f) ADJ UNCH    2 0
 RL0835
 RL0835.Superseded values are not recommended for survey control.
 RL0835
 RL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0835.See file dsdata.pdf to determine how the superseded data were derived.
 RL0835
 RL0835_MARKER: N = NAIL
 RL0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0835_SP_SET: BRIDGE PILING
 RL0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0835
 RL0835  HISTORY     - Date     Condition        Report By
 RL0835  HISTORY     - UNK      MONUMENTED       USGS
 RL0835  HISTORY     - 1948     GOOD             CGS
 RL0835  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0835  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0835  HISTORY     - 20040504 MARK NOT FOUND   GEOCAC
 RL0835
 RL0835                          STATION DESCRIPTION
 RL0835
 RL0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0835'7.2 MI N FROM MATCHWOOD.
 RL0835'ABOUT 7.25 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0835'OF STATE HIGHWAY 28 AT MATCHWOOD, A NAIL AND WASHER SET IN THE
 RL0835'TOP OF THE SOUTHEAST PILING OF A 60-FOOT WOODEN BRIDGE OVER
 RL0835'WEST BRANCH OF ONTONAGON RIVER, 17 FEET EAST OF AND ABOUT LEVEL
 RL0835'WITH THE CENTER LINE OF THE ROAD.
 RL0835
 RL0835                          STATION RECOVERY (1996)
 RL0835
 RL0835'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0835'MARK NOT FOUND.
 RL0835
 RL0835                          STATION RECOVERY (2001)
 RL0835
 RL0835'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0835'MARK NOT FOUND.
 RL0835
 RL0835                          STATION RECOVERY (2004)
 RL0835
 RL0835'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0835'THERE IS A NEW BRIDGE AT THE SITE LOCATION.  MARK ASSUMED DESTROYED.
 RL0835'
 RL0835'MATCHWOOD ROAD IS NOW CALLED NORWICH ROAD. THERE HAS BEEN ROAD
 RL0835'CONSTRUCTION ALONG THIS ENTIRE ROUTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0869 ***********************************************************************
 RL0869  DESIGNATION -  1065.1
 RL0869  PID         -  RL0869
 RL0869  STATE/COUNTY-  MI/ONTONAGON
 RL0869  COUNTRY     -  US
 RL0869  USGS QUAD   -  OAK BLUFF (2017)
 RL0869
 RL0869                         *CURRENT SURVEY CONTROL
 RL0869  ______________________________________________________________________
 RL0869* NAD 83(1986) POSITION- 46 41 45.     (N) 089 17 27.     (W)   SCALED
 RL0869* NAVD 88 ORTHO HEIGHT -   324.724 (meters)     1065.37  (feet) ADJUSTED
 RL0869  ______________________________________________________________________
 RL0869  GEOID HEIGHT    -        -31.592 (meters)                     GEOID18
 RL0869  DYNAMIC HEIGHT  -        324.754 (meters)     1065.46  (feet) COMP
 RL0869  MODELED GRAVITY -    980,698.2   (mgal)                       NAVD 88
 RL0869
 RL0869  VERT ORDER      -  SECOND    CLASS 0
 RL0869
 RL0869.The horizontal coordinates were scaled from a map and have
 RL0869.an estimated accuracy of +/- 6 seconds.
 RL0869
 RL0869.The orthometric height was determined by differential leveling and
 RL0869.adjusted by the NATIONAL GEODETIC SURVEY
 RL0869.in June 1991.
 RL0869
 RL0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0869.GEOID18 height accuracy estimate available here.
 RL0869
 RL0869.Click photographs - Photos may exist for this station.
 RL0869
 RL0869.The dynamic height is computed by dividing the NAVD 88
 RL0869.geopotential number by the normal gravity value computed on the
 RL0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0869.degrees latitude (g = 980.6199 gals.).
 RL0869
 RL0869.The modeled gravity was interpolated from observed gravity values.
 RL0869
 RL0869;                    North         East    Units  Estimated Accuracy
 RL0869;SPC MI N     -   215,100.    7,824,820.      MT  (+/- 180 meters Scaled)
 RL0869
 RL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS248739(NAD 83)
 RL0869
 RL0869                          SUPERSEDED SURVEY CONTROL
 RL0869
 RL0869  NGVD 29 (??/??/92)  324.734  (m)         1065.40   (f) ADJ UNCH    2 0
 RL0869
 RL0869.Superseded values are not recommended for survey control.
 RL0869
 RL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0869.See file dsdata.pdf to determine how the superseded data were derived.
 RL0869
 RL0869_MARKER: S = SPIKE
 RL0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0869_SP_SET: ELM TREE
 RL0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0869
 RL0869  HISTORY     - Date     Condition        Report By
 RL0869  HISTORY     - UNK      MONUMENTED       USGS
 RL0869  HISTORY     - 1948     GOOD             CGS
 RL0869  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0869
 RL0869                          STATION DESCRIPTION
 RL0869
 RL0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0869'7.2 MI SW FROM ROCKLAND.
 RL0869'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0869'IN ROCKLAND, THENCE 7.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0869'0.45 MILE WEST OF THE JUNCTION OF A ROAD SOUTH, ON A LONG
 RL0869'EAST-WEST TANGENT IN THE ROAD, 209 FEET SOUTHEAST AND ACROSS
 RL0869'THE ROAD FROM BENCH MARK G 137, 17 FEET SOUTH OF THE CENTER
 RL0869'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE ROAD.  A RAILROAD SPIKE
 RL0869'IN A ROOT ON THE NORTH SIDE OF A 6-INCH ELM TREE.
 RL0869
 RL0869                          STATION RECOVERY (2001)
 RL0869
 RL0869'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0147 ***********************************************************************
 OK0147  DESIGNATION -  107 1/2
 OK0147  PID         -  OK0147
 OK0147  STATE/COUNTY-  MI/CLINTON
 OK0147  COUNTRY     -  US
 OK0147  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0147
 OK0147                         *CURRENT SURVEY CONTROL
 OK0147  ______________________________________________________________________
 OK0147* NAD 83(1986) POSITION- 43 00 11.     (N) 084 44 31.     (W)   SCALED
 OK0147* NAVD 88 ORTHO HEIGHT -   226.951 (meters)      744.59  (feet) ADJUSTED
 OK0147  ______________________________________________________________________
 OK0147  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 OK0147  DYNAMIC HEIGHT  -        226.898 (meters)      744.41  (feet) COMP
 OK0147  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 OK0147
 OK0147  VERT ORDER      -  SECOND    CLASS 0
 OK0147
 OK0147.The horizontal coordinates were scaled from a map and have
 OK0147.an estimated accuracy of +/- 6 seconds.
 OK0147
 OK0147.The orthometric height was determined by differential leveling and
 OK0147.adjusted by the NATIONAL GEODETIC SURVEY
 OK0147.in June 1991.
 OK0147
 OK0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0147.GEOID18 height accuracy estimate available here.
 OK0147
 OK0147.Click photographs - Photos may exist for this station.
 OK0147
 OK0147.The dynamic height is computed by dividing the NAVD 88
 OK0147.geopotential number by the normal gravity value computed on the
 OK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0147.degrees latitude (g = 980.6199 gals.).
 OK0147
 OK0147.The modeled gravity was interpolated from observed gravity values.
 OK0147
 OK0147;                    North         East    Units  Estimated Accuracy
 OK0147;SPC MI S     -   167,020.    3,969,400.      MT  (+/- 180 meters Scaled)
 OK0147
 OK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN840636(NAD 83)
 OK0147
 OK0147                          SUPERSEDED SURVEY CONTROL
 OK0147
 OK0147  NGVD 29 (??/??/92)  227.090  (m)          745.04   (f) ADJ UNCH    2 0
 OK0147
 OK0147.Superseded values are not recommended for survey control.
 OK0147
 OK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0147.See file dsdata.pdf to determine how the superseded data were derived.
 OK0147
 OK0147_MARKER: Z = SEE DESCRIPTION
 OK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0147_STAMPING: BM 107 1/2
 OK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0147+STABILITY: SURFACE MOTION
 OK0147
 OK0147  HISTORY     - Date     Condition        Report By
 OK0147  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0147  HISTORY     - 1934     GOOD             CGS
 OK0147  HISTORY     - 19940720 MARK NOT FOUND   LOCENG
 OK0147
 OK0147                          STATION DESCRIPTION
 OK0147
 OK0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0147'AT FOWLER.
 OK0147'AT FOWLER, CLINTON COUNTY, 80 YARDS WEST OF THE WEST END OF THE
 OK0147'GRAND TRUNK RAILWAY STATION, 17 YARDS SOUTH OF A ROAD PARALLELING
 OK0147'THE TRACK, AND 22 FEET SOUTH OF THE SOUTH RAIL.  A BRONZE PLUG,
 OK0147'STAMPED BM 107 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0147
 OK0147                          STATION RECOVERY (1994)
 OK0147
 OK0147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1275 ***********************************************************************
 RJ1275  DESIGNATION -  107 C6W 128
 RJ1275  PID         -  RJ1275
 RJ1275  STATE/COUNTY-  MI/CHIPPEWA
 RJ1275  COUNTRY     -  US
 RJ1275  USGS QUAD   -  OAK RIDGE (2017)
 RJ1275
 RJ1275                         *CURRENT SURVEY CONTROL
 RJ1275  ______________________________________________________________________
 RJ1275* NAD 83(1994) POSITION- 46 15 45.84224(N) 084 10 54.41402(W)   ADJUSTED
 RJ1275* NAVD 88 ORTHO HEIGHT -   178.4   (meters)      585.    (feet) VERTCON3
 RJ1275  ______________________________________________________________________
 RJ1275  GEOID HEIGHT    -        -36.504 (meters)                     GEOID18
 RJ1275  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 RJ1275  HORZ ORDER      -  SECOND
 RJ1275
 RJ1275.The horizontal coordinates were established by classical geodetic methods
 RJ1275.and adjusted by the National Geodetic Survey in February 1997.
 RJ1275
 RJ1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1275
 RJ1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1275.GEOID18 height accuracy estimate available here.
 RJ1275
 RJ1275.Click photographs - Photos may exist for this station.
 RJ1275
 RJ1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1275
 RJ1275. The following values were computed from the NAD 83(1994) position.
 RJ1275
 RJ1275;                    North         East     Units Scale Factor Converg.
 RJ1275;SPC MI N     -   168,287.955 8,217,206.046   MT  0.99990291   +2 02 13.1
 RJ1275;SPC MI N     -   552,125.84 26,959,337.42   iFT  0.99990291   +2 02 13.1
 RJ1275;UTM  16      - 5,127,100.419   717,182.238   MT  1.00017986   +2 02 13.2
 RJ1275
 RJ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1275!SPC MI N     -   0.99997776  x   0.99990291  =   0.99988067
 RJ1275!UTM  16      -   0.99997776  x   1.00017986  =   1.00015761
 RJ1275
 RJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1718227100(NAD 83)
 RJ1275
 RJ1275                          SUPERSEDED SURVEY CONTROL
 RJ1275
 RJ1275  NAD 83(1986)-  46 15 45.83361(N)    084 10 54.41060(W) AD(       ) 2
 RJ1275  NGVD 29 (05/22/90)  178.4    (m)          585.     (f) VERT ANG       
 RJ1275
 RJ1275.Superseded values are not recommended for survey control.
 RJ1275
 RJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1275.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1275
 RJ1275_MARKER: DS = TRIANGULATION STATION DISK
 RJ1275_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1275+WITH SETTING: INFORMATION.
 RJ1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1275
 RJ1275  HISTORY     - Date     Condition        Report By
 RJ1275  HISTORY     - 1988     MONUMENTED       USACE
 RJ1275
 RJ1275                          STATION DESCRIPTION
 RJ1275
 RJ1275'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1275'THE STATION IS LOCATED ABOUT 28.8 KM (17.9 MI) SOUTH-SOUTHEAST OF
 RJ1275'SAULT STE MARIE, 32.7 KM (20.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1275'36.9 KM (22.9 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1275'ON THE WEST SIDE OF NEEBISH ISLAND IN GOVT LOT 6, SEC 28, T45N-R2E.
 RJ1275'OWNERSHIP---VERNON AND MARY LAITINEN
 RJ1275'
 RJ1275'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1275'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1275'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1275'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1275'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES TO THE WEST SHORE OF NEEBISH
 RJ1275'NEEBISH ISLAND WHERE THE STATION IS
 RJ1275'LOCATED.
 RJ1275'
 RJ1275'THE STATION IS A STANDARD COE DISK
 RJ1275'THAT IS STAMPED---C6W-128 1988---, SET INTO A
 RJ1275'PVC SLEEVE AND
 RJ1275'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN 3.5 METERS (11.5 FT) INTO
 RJ1275'THE GROUND, LOCATED 18.3 METERS (60 FT) SOUTH OF PROPERTY CORNER, AND
 RJ1275'6.7 METERS (22 FT) EAST OF WATER.
 RJ1275'
 RJ1275'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5151 ***********************************************************************
 AA5151  DESIGNATION -  107 FREEDOM
 AA5151  PID         -  AA5151
 AA5151  STATE/COUNTY-  MI/WASHTENAW
 AA5151  COUNTRY     -  US
 AA5151  USGS QUAD   -  BRIDGEWATER (2017)
 AA5151
 AA5151                         *CURRENT SURVEY CONTROL
 AA5151  ______________________________________________________________________
 AA5151* NAD 83(2011) POSITION- 42 12 11.57534(N) 083 55 39.96445(W)   ADJUSTED
 AA5151* NAD 83(2011) ELLIP HT-   263.418 (meters)        (06/27/12)   ADJUSTED
 AA5151* NAD 83(2011) EPOCH   -  2010.00
 AA5151* NAVD 88 ORTHO HEIGHT -   297.7   (meters)      977.    (feet) GPS OBS
 AA5151  ______________________________________________________________________
 AA5151  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5151  GEOID HEIGHT    -         -34.10 (meters)                     GEOID93
 AA5151  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 AA5151  NAD 83(2011) X  -    500,567.603 (meters)                     COMP
 AA5151  NAD 83(2011) Y  - -4,705,510.591 (meters)                     COMP
 AA5151  NAD 83(2011) Z  -  4,262,528.384 (meters)                     COMP
 AA5151  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 AA5151
 AA5151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5151  Standards:
 AA5151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5151  -------------------------------------------------------------------
 AA5151  NETWORK   16.13  20.52           7.57   5.10  10.47      0.08563059
 AA5151  -------------------------------------------------------------------
 AA5151  Click here for local accuracies and other accuracy information.
 AA5151
 AA5151.The horizontal coordinates were established by GPS observations
 AA5151.and adjusted by the National Geodetic Survey in June 2012.
 AA5151
 AA5151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5151.been affixed to the stable North American tectonic plate. See 
 AA5151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5151
 AA5151.The horizontal coordinates are valid at the epoch date displayed above
 AA5151.which is a decimal equivalence of Year/Month/Day.
 AA5151
 AA5151.The orthometric height was determined by GPS observations and a
 AA5151.high-resolution geoid model.
 AA5151
 AA5151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5151.GEOID18 height accuracy estimate available here.
 AA5151
 AA5151.Click photographs - Photos may exist for this station.
 AA5151
 AA5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5151
 AA5151.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5151
 AA5151.The ellipsoidal height was determined by GPS observations
 AA5151.and is referenced to NAD 83.
 AA5151
 AA5151. The following values were computed from the NAD 83(2011) position.
 AA5151
 AA5151;                    North         East     Units Scale Factor Converg.
 AA5151;SPC MI S     -    78,206.687 4,036,246.179   MT  0.99997716   +0 17 55.3
 AA5151;SPC MI S     -   256,583.62 13,242,277.49   iFT  0.99997716   +0 17 55.3
 AA5151;UTM  17      - 4,676,489.801   258,291.798   MT  1.00031891   -1 58 03.8
 AA5151;UTM  16      - 4,676,909.724   753,635.858   MT  1.00039163   +2 03 53.7
 AA5151
 AA5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5151!SPC MI S     -   0.99995869  x   0.99997716  =   0.99993585
 AA5151!UTM  17      -   0.99995869  x   1.00031891  =   1.00027758
 AA5151!UTM  16      -   0.99995869  x   1.00039163  =   1.00035030
 AA5151
 AA5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5829176489(NAD 83)
 AA5151
 AA5151                          SUPERSEDED SURVEY CONTROL
 AA5151
 AA5151  NAD 83(2007)-  42 12 11.57550(N)    083 55 39.96518(W) AD(2002.00) 0
 AA5151  ELLIP H (02/10/07)  263.436  (m)                       GP(2002.00)    
 AA5151  ELLIP H (07/12/02)  263.498  (m)                       GP(       ) 4 1
 AA5151  NAD 83(1994)-  42 12 11.57460(N)    083 55 39.96427(W) AD(       ) 1
 AA5151  ELLIP H (02/03/97)  263.531  (m)                       GP(       ) 4 1
 AA5151  NAD 83(1986)-  42 12 11.57964(N)    083 55 39.98840(W) AD(       ) 1
 AA5151
 AA5151.Superseded values are not recommended for survey control.
 AA5151
 AA5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5151.See file dsdata.pdf to determine how the superseded data were derived.
 AA5151
 AA5151_MARKER: DD = SURVEY DISK
 AA5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5151_STAMPING: 107
 AA5151_MARK LOGO: MI-161
 AA5151_PROJECTION: FLUSH
 AA5151_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5151+STABILITY: SURFACE MOTION
 AA5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5151+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 AA5151
 AA5151  HISTORY     - Date     Condition        Report By
 AA5151  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5151  HISTORY     - 20010619 GOOD             LOCENG
 AA5151  HISTORY     - 20050517 GOOD             INDIV
 AA5151  HISTORY     - 20180509 GOOD             INDIV
 AA5151  HISTORY     - 20210518 GOOD             MI-161
 AA5151
 AA5151                          STATION DESCRIPTION
 AA5151
 AA5151'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5151'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5151'SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 4 EAST,
 AA5151'FREEDOM TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94
 AA5151'AND M-52, SOUTH OF THE VILLAGE OF CHELSEA, PROCEED SOUTH ON M-52 FOR
 AA5151'7.0 MI (11.3 KM) TO THE INTERSECTION WITH PLEASANT LAKE ROAD. TURN
 AA5151'LEFT AND PROCEED EAST ON PLEASANT LAKE ROAD FOR 5.3 MI (8.5 KM) TO THE
 AA5151'INTERSECTION WITH SCHNEIDER ROAD. CONTINUE EAST ON PLEASANT LAKE ROAD
 AA5151'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, ON THE EAST ENTRANCE
 AA5151'TO AN ABANDONED GRAVEL PIT. THE STATION IS AN ALUMINUM SURVEY DISK,
 AA5151'SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5151''WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 107'. THE DISK IS
 AA5151'LOCATED 2.30 FT (0.70 M) S00E OF A PK-NAIL SET IN A 4'X6' FENCE POST,
 AA5151'16.6 FT (5.1 M) N00E OF THE SOUTH EDGE OF THE PAVEMENT OF PLEASANT
 AA5151'LAKE ROAD, 57.64 FT (17.57 M) S85W OF A PK-NAIL SET IN THE NORTH SIDE
 AA5151'OF A POWER POLE, AND 104.95 FT (31.99 M) N59E OF A PK-NAIL SET IN THE
 AA5151'SOUTHEAST SIDE OF A 10 INCH OAK TREE.
 AA5151
 AA5151                          STATION RECOVERY (2001)
 AA5151
 AA5151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5151'BEARINGS OF WITNESSES LISTED IN ORIGINAL STATION DESCRIPTION ARE ALL
 AA5151'REVERSED.
 AA5151
 AA5151                          STATION RECOVERY (2005)
 AA5151
 AA5151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5151'RECOVERED IN GOOD CONDITION.
 AA5151
 AA5151                          STATION RECOVERY (2018)
 AA5151
 AA5151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MFM)
 AA5151'RECOVERED IN GOOD CONDITION.
 AA5151
 AA5151                          STATION RECOVERY (2021)
 AA5151
 AA5151'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0148 ***********************************************************************
 OK0148  DESIGNATION -  108 1/2
 OK0148  PID         -  OK0148
 OK0148  STATE/COUNTY-  MI/CLINTON
 OK0148  COUNTRY     -  US
 OK0148  USGS QUAD   -  HUBBARDSTON (2017)
 OK0148
 OK0148                         *CURRENT SURVEY CONTROL
 OK0148  ______________________________________________________________________
 OK0148* NAD 83(1986) POSITION- 43 00 11.     (N) 084 45 42.     (W)   SCALED
 OK0148* NAVD 88 ORTHO HEIGHT -   230.992 (meters)      757.85  (feet) ADJUSTED
 OK0148  ______________________________________________________________________
 OK0148  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 OK0148  DYNAMIC HEIGHT  -        230.937 (meters)      757.67  (feet) COMP
 OK0148  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 OK0148
 OK0148  VERT ORDER      -  SECOND    CLASS 0
 OK0148
 OK0148.The horizontal coordinates were scaled from a map and have
 OK0148.an estimated accuracy of +/- 6 seconds.
 OK0148
 OK0148.The orthometric height was determined by differential leveling and
 OK0148.adjusted by the NATIONAL GEODETIC SURVEY
 OK0148.in June 1991.
 OK0148
 OK0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0148.GEOID18 height accuracy estimate available here.
 OK0148
 OK0148.Click photographs - Photos may exist for this station.
 OK0148
 OK0148.The dynamic height is computed by dividing the NAVD 88
 OK0148.geopotential number by the normal gravity value computed on the
 OK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0148.degrees latitude (g = 980.6199 gals.).
 OK0148
 OK0148.The modeled gravity was interpolated from observed gravity values.
 OK0148
 OK0148;                    North         East    Units  Estimated Accuracy
 OK0148;SPC MI S     -   167,030.    3,967,800.      MT  (+/- 180 meters Scaled)
 OK0148
 OK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN824635(NAD 83)
 OK0148
 OK0148                          SUPERSEDED SURVEY CONTROL
 OK0148
 OK0148  NGVD 29 (??/??/92)  231.130  (m)          758.30   (f) ADJ UNCH    2 0
 OK0148
 OK0148.Superseded values are not recommended for survey control.
 OK0148
 OK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0148.See file dsdata.pdf to determine how the superseded data were derived.
 OK0148
 OK0148_MARKER: B = BOLT
 OK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0148_STAMPING: BM 108.5
 OK0148_MARK LOGO: GTWRR
 OK0148_PROJECTION: FLUSH
 OK0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0148+STABILITY: SURFACE MOTION
 OK0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0148+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0148
 OK0148  HISTORY     - Date     Condition        Report By
 OK0148  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0148  HISTORY     - 1934     GOOD             CGS
 OK0148  HISTORY     - 19940902 GOOD             LOCENG
 OK0148  HISTORY     - 20070605 GOOD             MIDT
 OK0148
 OK0148                          STATION DESCRIPTION
 OK0148
 OK0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0148'1.1 MI W FROM FOWLER.
 OK0148'1.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0148'STATION AT FOWLER, CLINTON COUNTY, 26.5 FEET NORTH OF THE NORTH
 OK0148'RAIL, 1.6 FEET SOUTH OF A FENCE, AND 1.5 FEET LOWER THAN THE TOP
 OK0148'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 108 1/2 AND SET IN THE
 OK0148'TOP OF A CONCRETE POST.
 OK0148
 OK0148                          STATION RECOVERY (1994)
 OK0148
 OK0148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0148'FOUND MARKER 628.0 FT (191.4 M) WEST OF TALLMAN ROAD, 46.0 FT (14.0 M)
 OK0148'NORTH OF NORTH RAIL, 2.6 FT (0.8 M) OF MARKER EXPOSED.  PLACED
 OK0148'CARSONITE MARKER.
 OK0148
 OK0148                          STATION RECOVERY (2007)
 OK0148
 OK0148'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1276 ***********************************************************************
 RJ1276  DESIGNATION -  108 C7W 061
 RJ1276  PID         -  RJ1276
 RJ1276  STATE/COUNTY-  MI/CHIPPEWA
 RJ1276  COUNTRY     -  US
 RJ1276  USGS QUAD   -  MUNUSCONG (2017)
 RJ1276
 RJ1276                         *CURRENT SURVEY CONTROL
 RJ1276  ______________________________________________________________________
 RJ1276* NAD 83(1994) POSITION- 46 14 26.46357(N) 084 10 52.74938(W)   ADJUSTED
 RJ1276* NAVD 88 ORTHO HEIGHT -   177.8   (meters)      583.    (feet) VERTCON3
 RJ1276  ______________________________________________________________________
 RJ1276  GEOID HEIGHT    -        -36.488 (meters)                     GEOID18
 RJ1276  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 RJ1276  HORZ ORDER      -  SECOND
 RJ1276
 RJ1276.The horizontal coordinates were established by classical geodetic methods
 RJ1276.and adjusted by the National Geodetic Survey in February 1997.
 RJ1276
 RJ1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1276
 RJ1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1276.GEOID18 height accuracy estimate available here.
 RJ1276
 RJ1276.Click photographs - Photos may exist for this station.
 RJ1276
 RJ1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1276
 RJ1276. The following values were computed from the NAD 83(1994) position.
 RJ1276
 RJ1276;                    North         East     Units Scale Factor Converg.
 RJ1276;SPC MI N     -   165,840.055 8,217,328.793   MT  0.99990314   +2 02 14.3
 RJ1276;SPC MI N     -   544,094.67 26,959,740.13   iFT  0.99990314   +2 02 14.3
 RJ1276;UTM  16      - 5,124,651.839   717,305.004   MT  1.00018051   +2 02 11.7
 RJ1276
 RJ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1276!SPC MI N     -   0.99997785  x   0.99990314  =   0.99988100
 RJ1276!UTM  16      -   0.99997785  x   1.00018051  =   1.00015836
 RJ1276
 RJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1730524651(NAD 83)
 RJ1276
 RJ1276                          SUPERSEDED SURVEY CONTROL
 RJ1276
 RJ1276  NAD 83(1986)-  46 14 26.45493(N)    084 10 52.74607(W) AD(       ) 2
 RJ1276  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1276
 RJ1276.Superseded values are not recommended for survey control.
 RJ1276
 RJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1276.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1276
 RJ1276_MARKER: DS = TRIANGULATION STATION DISK
 RJ1276_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1276+WITH SETTING: INFORMATION.
 RJ1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1276
 RJ1276  HISTORY     - Date     Condition        Report By
 RJ1276  HISTORY     - 1988     MONUMENTED       USACE
 RJ1276
 RJ1276                          STATION DESCRIPTION
 RJ1276
 RJ1276'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1276'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI) SOUTH-SOUTHEAST OF
 RJ1276'SAULT STE MARIE, 32.8 KM (20.4 MI) EAST OF RUDYARD, AND 34.8 KM
 RJ1276'NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 2, SEC 4, T44N-R2E.
 RJ1276'OWNERSHIP---DETROIT CONFERENCE OF THE UNITED METHODIST CHURCH
 RJ1276'
 RJ1276'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1276'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1276'TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1276'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1276'BY BOAT DOWNRIVER FOR 5 MINUTES
 RJ1276'TO WEST SIDE OF CHANNEL WHERE STATION IS LOCATED.
 RJ1276'
 RJ1276'THE STATION IS A STANDARD COE DISK
 RJ1276'THAT IS STAMPED---C7W-061 1988---, SET INTO A
 RJ1276'PVC SLEEVE AND
 RJ1276'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 10.9
 RJ1276'METERS (35.7 FT) NORTHWEST OF TRIPOD WITH WHITE BOARDS.
 RJ1276'
 RJ1276'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5152 ***********************************************************************
 AA5152  DESIGNATION -  108 SYLVAN
 AA5152  PID         -  AA5152
 AA5152  STATE/COUNTY-  MI/WASHTENAW
 AA5152  COUNTRY     -  US
 AA5152  USGS QUAD   -  CHELSEA (2017)
 AA5152
 AA5152                         *CURRENT SURVEY CONTROL
 AA5152  ______________________________________________________________________
 AA5152* NAD 83(2011) POSITION- 42 17 47.73228(N) 084 05 37.74879(W)   ADJUSTED
 AA5152* NAD 83(2011) ELLIP HT-   276.272 (meters)        (06/27/12)   ADJUSTED
 AA5152* NAD 83(2011) EPOCH   -  2010.00
 AA5152* NAVD 88 ORTHO HEIGHT -   310.3   (meters)     1018.    (feet) GPS OBS
 AA5152  ______________________________________________________________________
 AA5152  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5152  GEOID HEIGHT    -         -33.82 (meters)                     GEOID93
 AA5152  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 AA5152  NAD 83(2011) X  -    486,211.629 (meters)                     COMP
 AA5152  NAD 83(2011) Y  - -4,700,013.866 (meters)                     COMP
 AA5152  NAD 83(2011) Z  -  4,270,215.005 (meters)                     COMP
 AA5152  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 AA5152
 AA5152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5152  Standards:
 AA5152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5152  -------------------------------------------------------------------
 AA5152  NETWORK   18.75  24.48           8.35   6.78  12.49      0.14619455
 AA5152  -------------------------------------------------------------------
 AA5152  Click here for local accuracies and other accuracy information.
 AA5152
 AA5152.The horizontal coordinates were established by GPS observations
 AA5152.and adjusted by the National Geodetic Survey in June 2012.
 AA5152
 AA5152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5152.been affixed to the stable North American tectonic plate. See 
 AA5152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5152
 AA5152.The horizontal coordinates are valid at the epoch date displayed above
 AA5152.which is a decimal equivalence of Year/Month/Day.
 AA5152
 AA5152.The orthometric height was determined by GPS observations and a
 AA5152.high-resolution geoid model.
 AA5152
 AA5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5152.GEOID18 height accuracy estimate available here.
 AA5152
 AA5152.Click photographs - Photos may exist for this station.
 AA5152
 AA5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5152
 AA5152.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5152
 AA5152.The ellipsoidal height was determined by GPS observations
 AA5152.and is referenced to NAD 83.
 AA5152
 AA5152. The following values were computed from the NAD 83(2011) position.
 AA5152
 AA5152;                    North         East     Units Scale Factor Converg.
 AA5152;SPC MI S     -    88,520.472 4,022,499.395   MT  0.99995925   +0 11 08.5
 AA5152;SPC MI S     -   290,421.50 13,197,176.49   iFT  0.99995925   +0 11 08.5
 AA5152;UTM  16      - 4,686,798.077   739,571.949   MT  1.00030625   +1 57 24.1
 AA5152
 AA5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5152!SPC MI S     -   0.99995667  x   0.99995925  =   0.99991592
 AA5152!UTM  16      -   0.99995667  x   1.00030625  =   1.00026291
 AA5152
 AA5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3957186798(NAD 83)
 AA5152
 AA5152                          SUPERSEDED SURVEY CONTROL
 AA5152
 AA5152  NAD 83(2007)-  42 17 47.73242(N)    084 05 37.74953(W) AD(2002.00) 0
 AA5152  ELLIP H (02/10/07)  276.290  (m)                       GP(2002.00)    
 AA5152  ELLIP H (07/12/02)  276.347  (m)                       GP(       ) 4 1
 AA5152  NAD 83(1994)-  42 17 47.73137(N)    084 05 37.74855(W) AD(       ) 1
 AA5152  ELLIP H (02/03/97)  276.375  (m)                       GP(       ) 4 1
 AA5152  NAD 83(1986)-  42 17 47.73545(N)    084 05 37.77228(W) AD(       ) 1
 AA5152
 AA5152.Superseded values are not recommended for survey control.
 AA5152
 AA5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5152.See file dsdata.pdf to determine how the superseded data were derived.
 AA5152
 AA5152_MARKER: DD = SURVEY DISK
 AA5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5152_STAMPING: 108
 AA5152_MARK LOGO: MI-161
 AA5152_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5152+STABILITY: SURFACE MOTION
 AA5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5152+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 AA5152
 AA5152  HISTORY     - Date     Condition        Report By
 AA5152  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5152  HISTORY     - 20000913 GOOD             TETR
 AA5152
 AA5152                          STATION DESCRIPTION
 AA5152
 AA5152'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5152'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5152'APPROXIMATELY 3.5 MI (5.6 KM) WEST OF THE VILLAGE OF CHELSEA, IN THE
 AA5152'SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 3 EAST,
 AA5152'SYLVAN TOWNSHIP. TO REACH THE STATION FROM THE VILLAGE OF CHELSEA,
 AA5152'PROCEED WEST ON I-94 FOR APPROXIMATELY 3.5 MI (5.6 KM) TO THE KALBACH
 AA5152'ROAD EXIT. EXIT THE INTERSTATE TO THE STOP SIGN AT KALBACH ROAD. TURN
 AA5152'LEFT AND PROCEED SOUTH OVER I-94 TO THE STATION ON THE LEFT,
 AA5152'APPROXIMATELY 40 FT (12.2 M) SOUTH OF THE SOUTH END OF A GUARD RAIL
 AA5152'PROTECTING THE OVERPASS BRIDGE. THE STATION IS AN ALUMINUM SURVEY
 AA5152'DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5152''WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 108'. THE DISK IS
 AA5152'LOCATED 184.89 FT (56.35 M) S04E OF A PK-NAIL SET IN THE WEST SIDE OF
 AA5152'A 4'X4' WOODEN SIGN POST, 39.17 N00E OF A PK-NAIL SET IN TOP OF A
 AA5152'4'X6' GUARD RAIL POST, 71.65 FT (21.84 M) N30W OF A PK-NAIL SET IN TOP
 AA5152'OF A 4'X6' GUARD RAIL POST, AND 7.6 FT (2.3 M) N90W OF THE EAST EDGE
 AA5152'OF THE PAVEMENT OF KALMBACH ROAD.
 AA5152
 AA5152                          STATION RECOVERY (2000)
 AA5152
 AA5152'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0150 ***********************************************************************
 OK0150  DESIGNATION -  109 1/2
 OK0150  PID         -  OK0150
 OK0150  STATE/COUNTY-  MI/CLINTON
 OK0150  COUNTRY     -  US
 OK0150  USGS QUAD   -  HUBBARDSTON (2017)
 OK0150
 OK0150                         *CURRENT SURVEY CONTROL
 OK0150  ______________________________________________________________________
 OK0150* NAD 83(1986) POSITION- 43 00 10.     (N) 084 46 52.     (W)   SCALED
 OK0150* NAVD 88 ORTHO HEIGHT -   227.491 (meters)      746.36  (feet) ADJUSTED
 OK0150  ______________________________________________________________________
 OK0150  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 OK0150  DYNAMIC HEIGHT  -        227.438 (meters)      746.19  (feet) COMP
 OK0150  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 OK0150
 OK0150  VERT ORDER      -  SECOND    CLASS 0
 OK0150
 OK0150.The horizontal coordinates were scaled from a map and have
 OK0150.an estimated accuracy of +/- 6 seconds.
 OK0150
 OK0150.The orthometric height was determined by differential leveling and
 OK0150.adjusted by the NATIONAL GEODETIC SURVEY
 OK0150.in June 1991.
 OK0150
 OK0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0150.GEOID18 height accuracy estimate available here.
 OK0150
 OK0150.Click photographs - Photos may exist for this station.
 OK0150
 OK0150.The dynamic height is computed by dividing the NAVD 88
 OK0150.geopotential number by the normal gravity value computed on the
 OK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0150.degrees latitude (g = 980.6199 gals.).
 OK0150
 OK0150.The modeled gravity was interpolated from observed gravity values.
 OK0150
 OK0150;                    North         East    Units  Estimated Accuracy
 OK0150;SPC MI S     -   167,010.    3,966,210.      MT  (+/- 180 meters Scaled)
 OK0150
 OK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN808635(NAD 83)
 OK0150
 OK0150                          SUPERSEDED SURVEY CONTROL
 OK0150
 OK0150  NGVD 29 (??/??/92)  227.630  (m)          746.82   (f) ADJ UNCH    2 0
 OK0150
 OK0150.Superseded values are not recommended for survey control.
 OK0150
 OK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0150.See file dsdata.pdf to determine how the superseded data were derived.
 OK0150
 OK0150_MARKER: B = BOLT
 OK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0150_STAMPING: 109 1/2
 OK0150_MARK LOGO: GTWRR
 OK0150_PROJECTION: FLUSH
 OK0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0150+STABILITY: SURFACE MOTION
 OK0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0150+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 OK0150
 OK0150  HISTORY     - Date     Condition        Report By
 OK0150  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0150  HISTORY     - 1934     GOOD             CGS
 OK0150  HISTORY     - 19940902 GOOD             LOCENG
 OK0150  HISTORY     - 20020121 GOOD             INDIV
 OK0150  HISTORY     - 20070604 GOOD             MIDT
 OK0150
 OK0150                          STATION DESCRIPTION
 OK0150
 OK0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0150'3.3 MI E FROM PEWAMO.
 OK0150'IN CLINTON COUNTY, 3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0150'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 150 YARDS
 OK0150'SOUTHWEST OF TWO LARGE RED BARNS, 45 FEET NORTH OF THE NORTH
 OK0150'RAIL, 1.6 FEET SOUTH OF A FENCE, AND 6 FEET LOWER THAN THE TOP
 OK0150'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 109 1/2 AND SET IN THE
 OK0150'TOP OF A CONCRETE POST.
 OK0150
 OK0150                          STATION RECOVERY (1994)
 OK0150
 OK0150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0150'FOUND MARKER 613.0 FT (186.8 M) WEST OF HINMAN ROAD, 44.0 FT (13.4 M)
 OK0150'NORTH OF NORTH RAIL, 1.3 FT (0.4 M) SOUTH OF EAST-WEST FENCE.  PLACED
 OK0150'CARSONITE MARKER.
 OK0150
 OK0150                          STATION RECOVERY (2002)
 OK0150
 OK0150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0150'RECOVERED IN GOOD CONDITION.
 OK0150
 OK0150                          STATION RECOVERY (2007)
 OK0150
 OK0150'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0150'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1277 ***********************************************************************
 RJ1277  DESIGNATION -  109 C6W 108
 RJ1277  PID         -  RJ1277
 RJ1277  STATE/COUNTY-  MI/CHIPPEWA
 RJ1277  COUNTRY     -  US
 RJ1277  USGS QUAD   -  OAK RIDGE (2017)
 RJ1277
 RJ1277                         *CURRENT SURVEY CONTROL
 RJ1277  ______________________________________________________________________
 RJ1277* NAD 83(1994) POSITION- 46 15 55.09575(N) 084 11 21.97359(W)   ADJUSTED
 RJ1277* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON3
 RJ1277  ______________________________________________________________________
 RJ1277  GEOID HEIGHT    -        -36.499 (meters)                     GEOID18
 RJ1277  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 RJ1277  HORZ ORDER      -  SECOND
 RJ1277
 RJ1277.The horizontal coordinates were established by classical geodetic methods
 RJ1277.and adjusted by the National Geodetic Survey in February 1997.
 RJ1277
 RJ1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1277
 RJ1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1277.GEOID18 height accuracy estimate available here.
 RJ1277
 RJ1277.Click photographs - Photos may exist for this station.
 RJ1277
 RJ1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1277
 RJ1277. The following values were computed from the NAD 83(1994) position.
 RJ1277
 RJ1277;                    North         East     Units Scale Factor Converg.
 RJ1277;SPC MI N     -   168,552.518 8,216,606.146   MT  0.99990290   +2 01 53.2
 RJ1277;SPC MI N     -   552,993.83 26,957,369.25   iFT  0.99990290   +2 01 53.2
 RJ1277;UTM  16      - 5,127,365.054   716,582.172   MT  1.00017666   +2 01 53.6
 RJ1277
 RJ1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1277!SPC MI N     -   0.99997775  x   0.99990290  =   0.99988066
 RJ1277!UTM  16      -   0.99997775  x   1.00017666  =   1.00015441
 RJ1277
 RJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1658227365(NAD 83)
 RJ1277
 RJ1277                          SUPERSEDED SURVEY CONTROL
 RJ1277
 RJ1277  NAD 83(1986)-  46 15 55.08715(N)    084 11 21.97014(W) AD(       ) 2
 RJ1277  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1277
 RJ1277.Superseded values are not recommended for survey control.
 RJ1277
 RJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1277.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1277
 RJ1277_MARKER: I = METAL ROD
 RJ1277_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 RJ1277_SP_SET: OBJECT DRIVEN INTO GROUND
 RJ1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1277
 RJ1277  HISTORY     - Date     Condition        Report By
 RJ1277  HISTORY     - 1988     MONUMENTED       USACE
 RJ1277
 RJ1277                          STATION DESCRIPTION
 RJ1277
 RJ1277'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1277'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI) SOUTH-SOUTHEAST OF
 RJ1277'SAULT
 RJ1277'STE MARIE, 31.9 KM (19.8 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1277'37.8 KM
 RJ1277'(23.5 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1277'ON THE WEST SIDE OF NEEBISH ISLAND ON THE END OF A COFFER DAM, IN
 RJ1277'SEC 28, T45N-R2E.
 RJ1277'OWNERSHIP---U.S. CORPS OF ENGINEERS
 RJ1277'
 RJ1277'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1277'4.3 KM
 RJ1277'(2.7 MI) ON 15 MILE ROAD
 RJ1277'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1277'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1277'BY BOAT UPRIVER FOR 10 MINUTES TO END OF ROCK DIKE AND THE STATION.
 RJ1277'
 RJ1277'THE STATION IS A 1 INCH REBAR WITH AN -X- ON TOP, DRIVEN
 RJ1277'INTO THE GROUND, LOCATED 2.7 METERS (9 FT) EAST OF WATER AND 7.3
 RJ1277'METERS (24 FT) NORTH OF WATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5153 ***********************************************************************
 AA5153  DESIGNATION -  109 LIMA
 AA5153  PID         -  AA5153
 AA5153  STATE/COUNTY-  MI/WASHTENAW
 AA5153  COUNTRY     -  US
 AA5153  USGS QUAD   -  DEXTER (2017)
 AA5153
 AA5153                         *CURRENT SURVEY CONTROL
 AA5153  ______________________________________________________________________
 AA5153* NAD 83(2011) POSITION- 42 17 57.82784(N) 083 58 35.39798(W)   ADJUSTED
 AA5153* NAD 83(2011) ELLIP HT-   239.062 (meters)        (06/27/12)   ADJUSTED
 AA5153* NAD 83(2011) EPOCH   -  2010.00
 AA5153* NAVD 88 ORTHO HEIGHT -   272.9   (meters)      895.    (feet) GPS OBS
 AA5153  ______________________________________________________________________
 AA5153  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5153  GEOID HEIGHT    -         -33.71 (meters)                     GEOID93
 AA5153  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 AA5153  NAD 83(2011) X  -    495,809.532 (meters)                     COMP
 AA5153  NAD 83(2011) Y  - -4,698,772.582 (meters)                     COMP
 AA5153  NAD 83(2011) Z  -  4,270,420.376 (meters)                     COMP
 AA5153  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 AA5153
 AA5153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5153  Standards:
 AA5153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5153  -------------------------------------------------------------------
 AA5153  NETWORK   17.96  25.09           8.21   6.05  12.80      0.20468855
 AA5153  -------------------------------------------------------------------
 AA5153  Click here for local accuracies and other accuracy information.
 AA5153
 AA5153.The horizontal coordinates were established by GPS observations
 AA5153.and adjusted by the National Geodetic Survey in June 2012.
 AA5153
 AA5153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5153.been affixed to the stable North American tectonic plate. See 
 AA5153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5153
 AA5153.The horizontal coordinates are valid at the epoch date displayed above
 AA5153.which is a decimal equivalence of Year/Month/Day.
 AA5153
 AA5153.The orthometric height was determined by GPS observations and a
 AA5153.high-resolution geoid model.
 AA5153
 AA5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5153.GEOID18 height accuracy estimate available here.
 AA5153
 AA5153.Click photographs - Photos may exist for this station.
 AA5153
 AA5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5153
 AA5153.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5153
 AA5153.The ellipsoidal height was determined by GPS observations
 AA5153.and is referenced to NAD 83.
 AA5153
 AA5153. The following values were computed from the NAD 83(2011) position.
 AA5153
 AA5153;                    North         East     Units Scale Factor Converg.
 AA5153;SPC MI S     -    88,870.050 4,032,172.238   MT  0.99995876   +0 15 55.9
 AA5153;SPC MI S     -   291,568.41 13,228,911.54   iFT  0.99995876   +0 15 55.9
 AA5153;UTM  17      - 4,687,309.951   254,641.724   MT  1.00034078   -2 00 15.1
 AA5153;UTM  16      - 4,687,446.616   749,233.004   MT  1.00036436   +2 02 09.2
 AA5153
 AA5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5153!SPC MI S     -   0.99996251  x   0.99995876  =   0.99992127
 AA5153!UTM  17      -   0.99996251  x   1.00034078  =   1.00030328
 AA5153!UTM  16      -   0.99996251  x   1.00036436  =   1.00032685
 AA5153
 AA5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5464187309(NAD 83)
 AA5153
 AA5153                          SUPERSEDED SURVEY CONTROL
 AA5153
 AA5153  NAD 83(2007)-  42 17 57.82797(N)    083 58 35.39872(W) AD(2002.00) 0
 AA5153  ELLIP H (02/10/07)  239.082  (m)                       GP(2002.00)    
 AA5153  ELLIP H (07/12/02)  239.142  (m)                       GP(       ) 4 1
 AA5153  NAD 83(1994)-  42 17 57.82696(N)    083 58 35.39749(W) AD(       ) 1
 AA5153  ELLIP H (02/03/97)  239.174  (m)                       GP(       ) 4 1
 AA5153  NAD 83(1986)-  42 17 57.83142(N)    083 58 35.42179(W) AD(       ) 1
 AA5153
 AA5153.Superseded values are not recommended for survey control.
 AA5153
 AA5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5153.See file dsdata.pdf to determine how the superseded data were derived.
 AA5153
 AA5153_MARKER: DD = SURVEY DISK
 AA5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5153_STAMPING: 109
 AA5153_MARK LOGO: MI-161
 AA5153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5153+STABILITY: SURFACE MOTION
 AA5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5153+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2025
 AA5153
 AA5153  HISTORY     - Date     Condition        Report By
 AA5153  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5153  HISTORY     - 20000913 GOOD             TETR
 AA5153  HISTORY     - 20070516 GOOD             ROWEIN
 AA5153  HISTORY     - 20210610 GOOD             MI-161
 AA5153  HISTORY     - 20250613 GOOD             MIDT
 AA5153
 AA5153                          STATION DESCRIPTION
 AA5153
 AA5153'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5153'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5153'APPROXIMATELY 2.0 MI (3.2 KM) EAST OF THE VILLAGE OF CHELSEA, IN THE
 AA5153'SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 4 EAST, LIMA
 AA5153'TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94 AND ZEEB
 AA5153'ROAD, APPROXIMATELY 7 MI (11.3 KM) EAST OF THE VILLAGE OF CHELSEA,
 AA5153'PROCEED WEST ON I-94 FOR 5.0 MI (8.0 KM) TO THE FLETCHER ROAD EXIT.
 AA5153'EXIT THE INTERSTATE TO THE INTERSECTION WITH OLD U.S. 12 AT THE END OF
 AA5153'THE EXIT RAMP. TURN RIGHT AND PROCEED 200 FT (61.0 M) WEST ON OLD U.S.
 AA5153'12 TO THE INTERSECTION WITH FLETCHER ROAD ON THE RIGHT. THE STATION IS
 AA5153'LOCATED ON THE EAST SIDE OF FLETCHER DRIVE, MIDWAY BETWEEN SEITZ DRIVE
 AA5153'AND OLD U.S. 12. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF
 AA5153'A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY
 AA5153'REMONUMENTATION GEODETIC CONTROL 109'. THE DISK IS LOCATED 26.6 FT
 AA5153'(8.1 M) N90W OF THE EAST EDGE OF THE PAVEMENT OF FLETCHER ROAD, 57.86
 AA5153'FT (17.64 M) N10E OF A PK-NAIL SET IN THE WEST SIDE OF A POWER POLE,
 AA5153'101.60 FT (30.97 M) N85W OF A PK-NAIL SET IN THE SOUTH SIDE OF A POWER
 AA5153'POLE, AND 52.88 FT (16.12 M) N15E OF THE CENTER OF A 2' STEEL POST AT
 AA5153'THE WEST END OF A FENCE.
 AA5153
 AA5153                          STATION RECOVERY (2000)
 AA5153
 AA5153'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5153'RECOVERED IN GOOD CONDITION.
 AA5153
 AA5153                          STATION RECOVERY (2007)
 AA5153
 AA5153'RECOVERY NOTE BY ROWE INCORPORATED 2007 (IDJ)
 AA5153'RECOVERED IN GOOD CONDITION.
 AA5153
 AA5153                          STATION RECOVERY (2021)
 AA5153
 AA5153'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5153'MARK RECOVERED IN GOOD CONDITION BY WASHTENAW COUNTY ROAD COMMISSION
 AA5153'AS PART OF THE GPS ON BENCHMARKS CAMPAIGN.
 AA5153
 AA5153                          STATION RECOVERY (2025)
 AA5153
 AA5153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA5153'FOUND AS DESCRIBED.  UNDER 6 INCHES (15 CM) OF MUD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0514 ***********************************************************************
 RL0514  DESIGNATION -  1092
 RL0514  PID         -  RL0514
 RL0514  STATE/COUNTY-  MI/ONTONAGON
 RL0514  COUNTRY     -  US
 RL0514  USGS QUAD   -  ROUSSEAU (2017)
 RL0514
 RL0514                         *CURRENT SURVEY CONTROL
 RL0514  ______________________________________________________________________
 RL0514* NAD 83(1986) POSITION- 46 42 32.1    (N) 088 58 28.0    (W)   HD_HELD2
 RL0514* NAVD 88 ORTHO HEIGHT -   332.880 (meters)     1092.12  (feet) ADJUSTED
 RL0514  ______________________________________________________________________
 RL0514  GEOID HEIGHT    -        -32.535 (meters)                     GEOID18
 RL0514  DYNAMIC HEIGHT  -        332.897 (meters)     1092.18  (feet) COMP
 RL0514  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 RL0514
 RL0514  VERT ORDER      -  FIRST     CLASS II
 RL0514
 RL0514.The horizontal coordinates were established by autonomous hand held GPS
 RL0514.observations and have an estimated accuracy of +/- 10 meters.
 RL0514
 RL0514.The orthometric height was determined by differential leveling and
 RL0514.adjusted by the NATIONAL GEODETIC SURVEY
 RL0514.in June 1991.
 RL0514
 RL0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0514.GEOID18 height accuracy estimate available here.
 RL0514
 RL0514.Click photographs - Photos may exist for this station.
 RL0514
 RL0514.The dynamic height is computed by dividing the NAVD 88
 RL0514.geopotential number by the normal gravity value computed on the
 RL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0514.degrees latitude (g = 980.6199 gals.).
 RL0514
 RL0514.The modeled gravity was interpolated from observed gravity values.
 RL0514
 RL0514;                    North         East    Units  Estimated Accuracy
 RL0514;SPC MI N     -   215,900.    7,849,044.      MT  (+/- 10 meters HH2 GPS)
 RL0514
 RL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4908074711(NAD 83)
 RL0514
 RL0514                          SUPERSEDED SURVEY CONTROL
 RL0514
 RL0514  NGVD 29 (??/??/92)  332.870  (m)         1092.09   (f) ADJ UNCH    1 2
 RL0514
 RL0514.Superseded values are not recommended for survey control.
 RL0514
 RL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0514.See file dsdata.pdf to determine how the superseded data were derived.
 RL0514
 RL0514_MARKER: P = PIPE CAP
 RL0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL0514_STAMPING: 1092 TT
 RL0514_MARK LOGO: USGS
 RL0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0514
 RL0514  HISTORY     - Date     Condition        Report By
 RL0514  HISTORY     - UNK      MONUMENTED       USGS
 RL0514  HISTORY     - 1948     GOOD             CGS
 RL0514  HISTORY     - 20080518 POOR             GEOCAC
 RL0514
 RL0514                          STATION DESCRIPTION
 RL0514
 RL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0514'0.2 MI NW FROM ROUSSEAU.
 RL0514'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0514'PACIFIC RAILROAD FROM THE STATION SIGN AT ROUSSEAU, IN THE
 RL0514'SOUTHEAST ANGLE OF THE CROSSING OF AN EAST-WEST DIRT ROAD, 10
 RL0514'FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 73 FEET
 RL0514'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 68 FEET SOUTHEAST
 RL0514'OF THE CROSSING WARNING SIGN ON NORTHEAST SIDE OF TRACK, 76
 RL0514'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A T FENCE CORNER,
 RL0514'12 FEET WEST OF AN OLD 4-FOOT STUMP, 23 FEET SOUTH OF THE CENTER
 RL0514'LINE OF THE ROAD, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0514'POST, 1 FOOT BELOW THE TRACK AND PROJECTING 3 INCHES.
 RL0514
 RL0514                          STATION RECOVERY (2008)
 RL0514
 RL0514'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0514'STATION IS TILTED AT A 15 TO 20 DEGREE ANGLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0291 ***********************************************************************
 MC0291  DESIGNATION -  11 DTSRR
 MC0291  PID         -  MC0291
 MC0291  STATE/COUNTY-  MI/MONROE
 MC0291  COUNTRY     -  US
 MC0291  USGS QUAD   -  ERIE (2017)
 MC0291
 MC0291                         *CURRENT SURVEY CONTROL
 MC0291  ______________________________________________________________________
 MC0291* NAD 83(1986) POSITION- 41 49 50.8    (N) 083 26 51.0    (W)   HD_HELD2
 MC0291* NAVD 88 ORTHO HEIGHT -   178.042 (meters)      584.13  (feet) ADJUSTED
 MC0291  ______________________________________________________________________
 MC0291  GEOID HEIGHT    -        -35.327 (meters)                     GEOID18
 MC0291  DYNAMIC HEIGHT  -        177.976 (meters)      583.91  (feet) COMP
 MC0291  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 MC0291
 MC0291  VERT ORDER      -  FIRST     CLASS I
 MC0291
 MC0291.The horizontal coordinates were established by autonomous hand held GPS
 MC0291.observations and have an estimated accuracy of +/- 10 meters.
 MC0291
 MC0291.The orthometric height was determined by differential leveling and
 MC0291.adjusted by the NATIONAL GEODETIC SURVEY
 MC0291.in June 1991.
 MC0291
 MC0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0291.GEOID18 height accuracy estimate available here.
 MC0291
 MC0291.Click photographs - Photos may exist for this station.
 MC0291
 MC0291.The dynamic height is computed by dividing the NAVD 88
 MC0291.geopotential number by the normal gravity value computed on the
 MC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0291.degrees latitude (g = 980.6199 gals.).
 MC0291
 MC0291.The modeled gravity was interpolated from observed gravity values.
 MC0291
 MC0291;                    North         East    Units  Estimated Accuracy
 MC0291;SPC MI S     -    37,160.    4,076,359.      MT  (+/- 10 meters HH2 GPS)
 MC0291
 MC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9676033883(NAD 83)
 MC0291
 MC0291                          SUPERSEDED SURVEY CONTROL
 MC0291
 MC0291  NGVD 29 (??/??/92)  178.225  (m)          584.73   (f) ADJ UNCH    1 1
 MC0291
 MC0291.Superseded values are not recommended for survey control.
 MC0291
 MC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0291.See file dsdata.pdf to determine how the superseded data were derived.
 MC0291
 MC0291_MARKER: DD = SURVEY DISK
 MC0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0291_SP_SET: CULVERT
 MC0291_STAMPING: BENCH MARK ELEV NO 11 USC AND G 1899
 MC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0291
 MC0291  HISTORY     - Date     Condition        Report By
 MC0291  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0291  HISTORY     - 1968     GOOD             CGS
 MC0291  HISTORY     - 1973     GOOD             NGS
 MC0291  HISTORY     - 1983     GOOD             LOCSUR
 MC0291
 MC0291                          STATION DESCRIPTION
 MC0291
 MC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0291'6.5 MI SW FROM MONROE.
 MC0291'ABOUT 6.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0291'THE CROSSING OF EAST FIRST STREET AT MONROE, ALONG THE DETROIT
 MC0291'AND TOLEDO SHORE LINE RAILROAD, ABOUT 40 YARDS SOUTHEAST OF THE
 MC0291'PENN CENTRAL RAILROAD, 2 RAILS SOUTHWEST OF THE CENTER OF THE
 MC0291'CROSSING OF KELLY ROAD, SET ON THE TOP OF THE SOUTHWEST END OF
 MC0291'THE SOUTHEAST HEAD WALL OF A 30-FOOT CONCRETE CULVERT OVER MUDDY
 MC0291'CREEK, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1 1/2 FEET
 MC0291'BELOW THE LEVEL OF THE TRACK.
 MC0291
 MC0291                          STATION RECOVERY (1973)
 MC0291
 MC0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0291'RECOVERED IN GOOD CONDITION.
 MC0291
 MC0291                          STATION RECOVERY (1983)
 MC0291
 MC0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5509 ***********************************************************************
 AA5509  DESIGNATION -  11 I
 AA5509  PID         -  AA5509
 AA5509  STATE/COUNTY-  MI/WASHTENAW
 AA5509  COUNTRY     -  US
 AA5509  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5509
 AA5509                         *CURRENT SURVEY CONTROL
 AA5509  ______________________________________________________________________
 AA5509* NAD 83(1986) POSITION- 42 15 37.     (N) 083 44 05.     (W)   SCALED
 AA5509* NAVD 88 ORTHO HEIGHT -   255.370 (meters)      837.83  (feet) ADJUSTED
 AA5509  ______________________________________________________________________
 AA5509  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 AA5509  DYNAMIC HEIGHT  -        255.289 (meters)      837.56  (feet) COMP
 AA5509  MODELED GRAVITY -    980,298.4   (mgal)                       NAVD 88
 AA5509
 AA5509  VERT ORDER      -  SECOND    CLASS II
 AA5509
 AA5509.The horizontal coordinates were scaled from a map and have
 AA5509.an estimated accuracy of +/- 6 seconds.
 AA5509
 AA5509.The orthometric height was determined by differential leveling and
 AA5509.adjusted by the NATIONAL GEODETIC SURVEY
 AA5509.in August 1995.
 AA5509
 AA5509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5509.GEOID18 height accuracy estimate available here.
 AA5509
 AA5509.Click photographs - Photos may exist for this station.
 AA5509
 AA5509.The dynamic height is computed by dividing the NAVD 88
 AA5509.geopotential number by the normal gravity value computed on the
 AA5509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5509.degrees latitude (g = 980.6199 gals.).
 AA5509
 AA5509.The modeled gravity was interpolated from observed gravity values.
 AA5509
 AA5509;                    North         East    Units  Estimated Accuracy
 AA5509;SPC MI S     -    84,650.    4,052,140.      MT  (+/- 180 meters Scaled)
 AA5509
 AA5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG744822(NAD 83)
 AA5509
 AA5509                          SUPERSEDED SURVEY CONTROL
 AA5509
 AA5509.No superseded survey control is available for this station.
 AA5509
 AA5509_MARKER: DD = SURVEY DISK
 AA5509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AA5509_STAMPING: 11 I
 AA5509_MARK LOGO: CGS+SS
 AA5509_PROJECTION: PROJECTING 24 CENTIMETERS
 AA5509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5509+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 AA5509
 AA5509  HISTORY     - Date     Condition        Report By
 AA5509  HISTORY     - 1934     MONUMENTED       MIGS
 AA5509  HISTORY     - 19930819 GOOD             WOOLPT
 AA5509  HISTORY     - 20160907 GOOD             MI0150
 AA5509
 AA5509                          STATION DESCRIPTION
 AA5509
 AA5509'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (DK)
 AA5509'STATION 0122 IS LOCATED AT THE NORTHEAST CORNER OF STADIUM BOULEVARD
 AA5509'AND PACKARD ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5509'30, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5509'IS LOCATED 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF THE 5 FT (1.5 M)
 AA5509'CONCRETE WALK ALONG THE NORTH SIDE OF STADIUM BOULEVARD AND 69.6 FT
 AA5509'(21.2 M) WEST OF THE WEST EDGE OF THE CONCRETE DRIVE TO 1501 STADIUM
 AA5509'BOULEVARD (NATIONAL BANK OF DETROIT). SAID STATION IS A VERTICAL
 AA5509'CONTROL MONUMENT AND IS DESCRIBED AS A US COAST AND GEODETIC SURVEY
 AA5509'AND STATE SURVEY DISC STAMPED 11 I, SET IN CONCRETE 0.8 FT (0.2 M)
 AA5509'ABOVE THE FINISHED GRADE OF THE GROUND.
 AA5509
 AA5509                          STATION RECOVERY (2016)
 AA5509
 AA5509'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0445 ***********************************************************************
 OJ0445  DESIGNATION -  11 ONA
 OJ0445  PID         -  OJ0445
 OJ0445  STATE/COUNTY-  MI/TUSCOLA
 OJ0445  COUNTRY     -  US
 OJ0445  USGS QUAD   -  FAIRGROVE (2017)
 OJ0445
 OJ0445                         *CURRENT SURVEY CONTROL
 OJ0445  ______________________________________________________________________
 OJ0445* NAD 83(1986) POSITION- 43 36 42.     (N) 083 33 00.     (W)   SCALED
 OJ0445* NAVD 88 ORTHO HEIGHT -   182.155 (meters)      597.62  (feet) ADJUSTED
 OJ0445  ______________________________________________________________________
 OJ0445  GEOID HEIGHT    -        -34.518 (meters)                     GEOID18
 OJ0445  DYNAMIC HEIGHT  -        182.121 (meters)      597.51  (feet) COMP
 OJ0445  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 OJ0445
 OJ0445  VERT ORDER      -  FIRST     CLASS 0
 OJ0445
 OJ0445.The horizontal coordinates were scaled from a map and have
 OJ0445.an estimated accuracy of +/- 6 seconds.
 OJ0445
 OJ0445.The orthometric height was determined by differential leveling and
 OJ0445.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0445.in June 1991.
 OJ0445
 OJ0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0445.GEOID18 height accuracy estimate available here.
 OJ0445
 OJ0445.Click photographs - Photos may exist for this station.
 OJ0445
 OJ0445.The dynamic height is computed by dividing the NAVD 88
 OJ0445.geopotential number by the normal gravity value computed on the
 OJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0445.degrees latitude (g = 980.6199 gals.).
 OJ0445
 OJ0445.The modeled gravity was interpolated from observed gravity values.
 OJ0445
 OJ0445;                    North         East    Units  Estimated Accuracy
 OJ0445;SPC MI S     -   234,890.    4,065,930.      MT  (+/- 180 meters Scaled)
 OJ0445
 OJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ942319(NAD 83)
 OJ0445
 OJ0445                          SUPERSEDED SURVEY CONTROL
 OJ0445
 OJ0445  NGVD 29 (??/??/92)  182.301  (m)          598.10   (f) ADJ UNCH    1 0
 OJ0445
 OJ0445.Superseded values are not recommended for survey control.
 OJ0445
 OJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0445.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0445
 OJ0445_MARKER: DB = BENCH MARK DISK
 OJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0445_STAMPING: 11 ONA 1958 598
 OJ0445_MARK LOGO: USGS
 OJ0445_PROJECTION: FLUSH
 OJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0445+STABILITY: SURFACE MOTION
 OJ0445
 OJ0445  HISTORY     - Date     Condition        Report By
 OJ0445  HISTORY     - 1958     MONUMENTED       USGS
 OJ0445  HISTORY     - 1976     GOOD             NOS
 OJ0445  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0445  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0445
 OJ0445                          STATION DESCRIPTION
 OJ0445
 OJ0445'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0445'7.0 MI NE FROM QUANICASSEE.
 OJ0445'7.0 MILES NORTHEAST ALONG DICKERSON ROAD FROM QUANICASSEE, 4 MILES
 OJ0445'WEST OF THE INTERSECTION OF HIGHWAY M 138, AT THE INTERSECTION OF
 OJ0445'A NORTH-SOUTH ROAD, 360 FEET WEST OF THE CENTERLINE OF THE NORTH-
 OJ0445'SOUTH ROAD, 27 FEET NORTH OF THE CENTERLINE OF DICKERSON ROAD,
 OJ0445'AND 3 FEET SOUTHWEST OF A POWER POLE.
 OJ0445'THE MARK IS 2.5 FT BELOW DICKERSON ROAD.
 OJ0445
 OJ0445                          STATION RECOVERY (1999)
 OJ0445
 OJ0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0445'MARK NOT FOUND.
 OJ0445
 OJ0445                          STATION RECOVERY (2004)
 OJ0445
 OJ0445'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0445'MARK NOT FOUND, A HOLE WAS FOUND AT THE LOCATION AND FARMER HAS BEEN
 OJ0445'PLOWING AROUND POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0401 ***********************************************************************
 QK0401  DESIGNATION -  11 RBC
 QK0401  PID         -  QK0401
 QK0401  STATE/COUNTY-  MI/MACKINAC
 QK0401  COUNTRY     -  US
 QK0401  USGS QUAD   -  PRENTISS BAY (2017)
 QK0401
 QK0401                         *CURRENT SURVEY CONTROL
 QK0401  ______________________________________________________________________
 QK0401* NAD 83(1986) POSITION- 45 58 48.     (N) 084 09 01.     (W)   SCALED
 QK0401* NAVD 88 ORTHO HEIGHT -   180.301 (meters)      591.54  (feet) ADJUSTED
 QK0401  ______________________________________________________________________
 QK0401  GEOID HEIGHT    -        -36.390 (meters)                     GEOID18
 QK0401  DYNAMIC HEIGHT  -        180.305 (meters)      591.55  (feet) COMP
 QK0401  MODELED GRAVITY -    980,634.6   (mgal)                       NAVD 88
 QK0401
 QK0401  VERT ORDER      -  FIRST     CLASS 0
 QK0401
 QK0401.The horizontal coordinates were scaled from a map and have
 QK0401.an estimated accuracy of +/- 6 seconds.
 QK0401
 QK0401.The orthometric height was determined by differential leveling and
 QK0401.adjusted by the NATIONAL GEODETIC SURVEY
 QK0401.in June 1991.
 QK0401
 QK0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0401.GEOID18 height accuracy estimate available here.
 QK0401
 QK0401.Click photographs - Photos may exist for this station.
 QK0401
 QK0401.The dynamic height is computed by dividing the NAVD 88
 QK0401.geopotential number by the normal gravity value computed on the
 QK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0401.degrees latitude (g = 980.6199 gals.).
 QK0401
 QK0401.The modeled gravity was interpolated from observed gravity values.
 QK0401
 QK0401;                    North         East    Units  Estimated Accuracy
 QK0401;SPC MI N     -   136,970.    8,220,760.      MT  (+/- 180 meters Scaled)
 QK0401
 QK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR207957(NAD 83)
 QK0401
 QK0401                          SUPERSEDED SURVEY CONTROL
 QK0401
 QK0401.No superseded survey control is available for this station.
 QK0401
 QK0401_MARKER: DD = SURVEY DISK
 QK0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0401_STAMPING: 11 RBC TT 591 1958
 QK0401_MARK LOGO: USGS
 QK0401_PROJECTION: PROJECTING 10 CENTIMETERS
 QK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0401+STABILITY: SURFACE MOTION
 QK0401
 QK0401  HISTORY     - Date     Condition        Report By
 QK0401  HISTORY     - 1958     MONUMENTED       USGS
 QK0401  HISTORY     - 1983     GOOD             NGS
 QK0401  HISTORY     - 19940728 GOOD             USPSQD
 QK0401  HISTORY     - 19950712 GOOD             USPSQD
 QK0401  HISTORY     - 20010331 GOOD             NGS
 QK0401
 QK0401                          STATION DESCRIPTION
 QK0401
 QK0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0401'17.4 KM (10.8 MI) EAST FROM CEDARVILLE.
 QK0401'17.4 KM (10.8 MI) EAST ALONG STATE HIGHWAY 134 FROM THE INTERSECTION
 QK0401'OF STATE HIGHWAY 129 (MERIDIAN ROAD) IN CEDARVILLE, AT A NARROW
 QK0401'GRAVELED ROAD LEADING SOUTH-SOUTHEAST TO CADOGAN POINT, ALSO 3.8 KM
 QK0401'(2.35 MI) WEST OF THE BRIDGE OVER TROUT CREEK, 10.0 METERS (33.0 FT)
 QK0401'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.19 METERS (40.0
 QK0401'FT) WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 QK0401'AND THE NARROW GRAVELED ROAD, 1.68 METERS (5.5 FT) EAST OF AN 18-INCH
 QK0401'DIAMETER PINE TREE, AND 16.45 METERS (54.0 FT) SOUTHEAST OF A SINGLE
 QK0401'TELEPHONE CABLE CROSSING THE HIGHWAY.
 QK0401'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QK0401'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0401
 QK0401                          STATION RECOVERY (1994)
 QK0401
 QK0401'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0401'RECOVERED IN GOOD CONDITION.
 QK0401
 QK0401                          STATION RECOVERY (1995)
 QK0401
 QK0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0401'RECOVERED IN GOOD CONDITION.
 QK0401
 QK0401                          STATION RECOVERY (2001)
 QK0401
 QK0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0323 ***********************************************************************
 OL0323  DESIGNATION -  11 T RESET
 OL0323  PID         -  OL0323
 OL0323  STATE/COUNTY-  MI/OCEANA
 OL0323  COUNTRY     -  US
 OL0323  USGS QUAD   -  PENTWATER (2017)
 OL0323
 OL0323                         *CURRENT SURVEY CONTROL
 OL0323  ______________________________________________________________________
 OL0323* NAD 83(1986) POSITION- 43 45 55.88   (N) 086 24 27.22   (W)   HD_HELD1
 OL0323* NAVD 88 ORTHO HEIGHT -   177.701 (meters)      583.01  (feet) ADJUSTED
 OL0323  ______________________________________________________________________
 OL0323  GEOID HEIGHT    -        -35.063 (meters)                     GEOID18
 OL0323  DYNAMIC HEIGHT  -        177.667 (meters)      582.90  (feet) COMP
 OL0323  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 OL0323
 OL0323  VERT ORDER      -  FIRST     CLASS II
 OL0323
 OL0323.The horizontal coordinates were determined by differentially corrected
 OL0323.hand held GPS observations or other comparable positioning techniques
 OL0323.and have an estimated accuracy of +/- 3 meters.
 OL0323
 OL0323.The orthometric height was determined by differential leveling and
 OL0323.adjusted by the NATIONAL GEODETIC SURVEY
 OL0323.in June 1991.
 OL0323
 OL0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0323.GEOID18 height accuracy estimate available here.
 OL0323
 OL0323.Click photographs - Photos may exist for this station.
 OL0323
 OL0323.The dynamic height is computed by dividing the NAVD 88
 OL0323.geopotential number by the normal gravity value computed on the
 OL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0323.degrees latitude (g = 980.6199 gals.).
 OL0323
 OL0323.The modeled gravity was interpolated from observed gravity values.
 OL0323
 OL0323;                    North         East    Units  Estimated Accuracy
 OL0323;SPC MI S     -   253,653.9   3,835,676.3     MT  (+/- 3 meters HH1 GPS) 
 OL0323
 OL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4768446000(NAD 83)
 OL0323
 OL0323                          SUPERSEDED SURVEY CONTROL
 OL0323
 OL0323.No superseded survey control is available for this station.
 OL0323
 OL0323_MARKER: DB = BENCH MARK DISK
 OL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0323_STAMPING: 11 T 584 1957 RESET 1979
 OL0323_MARK LOGO: USGS
 OL0323_PROJECTION: RECESSED 18 CENTIMETERS
 OL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0323+STABILITY: SURFACE MOTION
 OL0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0323+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2023
 OL0323
 OL0323  HISTORY     - Date     Condition        Report By
 OL0323  HISTORY     - 1979     MONUMENTED       USGS
 OL0323  HISTORY     - 1984     GOOD             NGS
 OL0323  HISTORY     - 19940820 GOOD             USPSQD
 OL0323  HISTORY     - 19950910 GOOD             USPSQD
 OL0323  HISTORY     - 20010928 GOOD             USPSQD
 OL0323  HISTORY     - 20050521 GOOD             USPSQD
 OL0323  HISTORY     - 20121105 GOOD             MCA
 OL0323  HISTORY     - 20230629 GOOD             MIDT
 OL0323
 OL0323                          STATION DESCRIPTION
 OL0323
 OL0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0323'3.2 KM (2.0 MI) SE FROM PENTWATER.
 OL0323'3.2 KM (2.0 MI) SOUTH ALONG U.S. HIGHWAY 31 (HANCOCK STREET) FROM THE
 OL0323'POST OFFICE IN PENTWATER, AT OCEANA COUNTY ROAD B 15 LEADING SOUTH,
 OL0323'13.41 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 31,
 OL0323'32.91 METERS (108.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD B 15,
 OL0323'10.05 METERS (33.0 FT) WEST-NORTHWEST OF THE CENTER OF A NINE TRUNK
 OL0323'TREE, AND 3.65 METERS (12.0 FT) NORTH OF THE NORTH EDGE OF THE
 OL0323'PENTWATER LAKE.
 OL0323'THE MARK IS 0.42 METERS  N FROM A WITNESS POST.
 OL0323'THE MARK IS ABOVE LEVEL WITH HIGHWAY 31.
 OL0323
 OL0323                          STATION RECOVERY (1994)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (1995)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2001)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2005)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVA)
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2012)
 OL0323
 OL0323'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2012 (CCM)
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2023)
 OL0323
 OL0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0026 ***********************************************************************
 QL0026  DESIGNATION -  11 WRM
 QL0026  PID         -  QL0026
 QL0026  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0026  COUNTRY     -  US
 QL0026  USGS QUAD   -  GULLIVER (2017)
 QL0026
 QL0026                         *CURRENT SURVEY CONTROL
 QL0026  ______________________________________________________________________
 QL0026* NAD 83(1986) POSITION- 45 59 51.     (N) 086 00 18.     (W)   SCALED
 QL0026* NAVD 88 ORTHO HEIGHT -   189.780 (meters)      622.64  (feet) ADJUSTED
 QL0026  ______________________________________________________________________
 QL0026  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 QL0026  DYNAMIC HEIGHT  -        189.788 (meters)      622.66  (feet) COMP
 QL0026  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 QL0026
 QL0026  VERT ORDER      -  FIRST     CLASS 0
 QL0026
 QL0026.The horizontal coordinates were scaled from a map and have
 QL0026.an estimated accuracy of +/- 6 seconds.
 QL0026
 QL0026.The orthometric height was determined by differential leveling and
 QL0026.adjusted by the NATIONAL GEODETIC SURVEY
 QL0026.in June 1991.
 QL0026
 QL0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0026.GEOID18 height accuracy estimate available here.
 QL0026
 QL0026.Click photographs - Photos may exist for this station.
 QL0026
 QL0026.The dynamic height is computed by dividing the NAVD 88
 QL0026.geopotential number by the normal gravity value computed on the
 QL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0026.degrees latitude (g = 980.6199 gals.).
 QL0026
 QL0026.The modeled gravity was interpolated from observed gravity values.
 QL0026
 QL0026;                    North         East    Units  Estimated Accuracy
 QL0026;SPC MI N     -   135,430.    8,077,070.      MT  (+/- 180 meters Scaled)
 QL0026
 QL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER770942(NAD 83)
 QL0026
 QL0026                          SUPERSEDED SURVEY CONTROL
 QL0026
 QL0026  NGVD 29 (??/??/92)  189.76   (m)          622.6    (f) COMPUTED    1 0
 QL0026
 QL0026.Superseded values are not recommended for survey control.
 QL0026
 QL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0026.See file dsdata.pdf to determine how the superseded data were derived.
 QL0026
 QL0026_MARKER: DD = SURVEY DISK
 QL0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QL0026_SP_SET: CULVERT HEADWALL
 QL0026_STAMPING: 11 WRM 1972
 QL0026_MARK LOGO: USGS
 QL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0026+STABILITY: SURFACE MOTION
 QL0026
 QL0026  HISTORY     - Date     Condition        Report By
 QL0026  HISTORY     - 1972     MONUMENTED       USGS
 QL0026  HISTORY     - 1972     GOOD             NGS
 QL0026  HISTORY     - 1979     GOOD             MIDH
 QL0026  HISTORY     - 19990510 MARK NOT FOUND   MIDT
 QL0026  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 QL0026
 QL0026                          STATION DESCRIPTION
 QL0026
 QL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0026'0.8 MI NE FROM GULLIVER.
 QL0026'ABOUT 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 QL0026'OFFICE AT GULLIVER, AT A ROAD INTERSECTION, 34 FEET WEST OF THE
 QL0026'CENTER LINE OF THE U.S. HIGHWAY, 26 FEET SOUTH OF THE CENTER
 QL0026'LINE OF A PAVED ROAD LEADING WEST, 65 FEET E OF POWER LINE POLE
 QL0026'4113, AND SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 QL0026'HEADWALL FOR A PIPE CULVERT UNDER THE ROAD.
 QL0026
 QL0026                          STATION RECOVERY (1979)
 QL0026
 QL0026'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0026'RECOVERED IN GOOD CONDITION.
 QL0026
 QL0026                          STATION RECOVERY (1999)
 QL0026
 QL0026'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 QL0026'STATION DESTROYED IN 1982 HIGHWAY CONSTRUCTION WORK.  THE CONCRETE
 QL0026'HEADWALL WAS REMOVED.
 QL0026
 QL0026                          STATION RECOVERY (2002)
 QL0026
 QL0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0427 ***********************************************************************
 QL0427  DESIGNATION -  11 WRM RESET
 QL0427  PID         -  QL0427
 QL0427  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0427  COUNTRY     -  US
 QL0427  USGS QUAD   -  GULLIVER (2017)
 QL0427
 QL0427                         *CURRENT SURVEY CONTROL
 QL0427  ______________________________________________________________________
 QL0427* NAD 83(1986) POSITION- 45 59 51.     (N) 086 00 18.     (W)   SCALED
 QL0427* NAVD 88 ORTHO HEIGHT -   189.88  (meters)      623.0   (feet) RESET
 QL0427  ______________________________________________________________________
 QL0427  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 QL0427  VERT ORDER      -  THIRD
 QL0427
 QL0427.The horizontal coordinates were scaled from a map and have
 QL0427.an estimated accuracy of +/- 6 seconds.
 QL0427
 QL0427.The orthometric height was computed from unverified reset data.
 QL0427
 QL0427.No vertical observational check was made to the station.
 QL0427
 QL0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0427.GEOID18 height accuracy estimate available here.
 QL0427
 QL0427.Click photographs - Photos may exist for this station.
 QL0427
 QL0427;                    North         East    Units  Estimated Accuracy
 QL0427;SPC MI N     -   135,430.    8,077,070.      MT  (+/- 180 meters Scaled)
 QL0427
 QL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER770942(NAD 83)
 QL0427
 QL0427                          SUPERSEDED SURVEY CONTROL
 QL0427
 QL0427.No superseded survey control is available for this station.
 QL0427
 QL0427_MARKER: DB = BENCH MARK DISK
 QL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0427_STAMPING: 11 WRM RESET 1982
 QL0427_MARK LOGO: USGS
 QL0427_PROJECTION: FLUSH
 QL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0427+STABILITY: SURFACE MOTION
 QL0427
 QL0427  HISTORY     - Date     Condition        Report By
 QL0427  HISTORY     - 1982     MONUMENTED       MIDH
 QL0427  HISTORY     - 20021112 GOOD             USPSQD
 QL0427  HISTORY     - 20040416 GOOD             USPSQD
 QL0427  HISTORY     - 20060915 GOOD             USPSQD
 QL0427
 QL0427                          STATION DESCRIPTION
 QL0427
 QL0427'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 QL0427'0.8 MI NE FROM GULLIVER.
 QL0427'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QL0427'GULLIVER IN THE SOUTHWEST QUADRANT OF U.S. 2 AND PARKINGTON ROAD,
 QL0427'97.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. 2, 37.0 FEET SOUTH
 QL0427'OF THE CENTERLINE OF COUNTY ROAD, 11.7 FEET SOUTHWEST OF POWERPOLE
 QL0427'AND 5.4 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.
 QL0427
 QL0427                          STATION RECOVERY (2002)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0427'MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF U.S.
 QL0427'HWY 2 AND JACKSON ROAD AND NOT PARKINGTON ROAD AS IN DESCRIPTION.
 QL0427
 QL0427                          STATION RECOVERY (2004)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0427'RECOVERED IN GOOD CONDITION.
 QL0427
 QL0427                          STATION RECOVERY (2006)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0062 ***********************************************************************
 NG0062  DESIGNATION -  11.362
 NG0062  PID         -  NG0062
 NG0062  STATE/COUNTY-  MI/BERRIEN
 NG0062  COUNTRY     -  US
 NG0062  USGS QUAD   -  BENTON HARBOR (2017)
 NG0062
 NG0062                         *CURRENT SURVEY CONTROL
 NG0062  ______________________________________________________________________
 NG0062* NAD 83(1986) POSITION- 42 07 10.     (N) 086 27 14.     (W)   SCALED
 NG0062* NAVD 88 ORTHO HEIGHT -   180.377 (meters)      591.79  (feet) ADJUSTED
 NG0062  ______________________________________________________________________
 NG0062  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 NG0062  DYNAMIC HEIGHT  -        180.317 (meters)      591.59  (feet) COMP
 NG0062  MODELED GRAVITY -    980,285.7   (mgal)                       NAVD 88
 NG0062
 NG0062  VERT ORDER      -  FIRST     CLASS II
 NG0062
 NG0062.The horizontal coordinates were scaled from a map and have
 NG0062.an estimated accuracy of +/- 6 seconds.
 NG0062
 NG0062.The orthometric height was determined by differential leveling and
 NG0062.adjusted by the NATIONAL GEODETIC SURVEY
 NG0062.in June 1991.
 NG0062
 NG0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0062.GEOID18 height accuracy estimate available here.
 NG0062
 NG0062.Click photographs - Photos may exist for this station.
 NG0062
 NG0062.The dynamic height is computed by dividing the NAVD 88
 NG0062.geopotential number by the normal gravity value computed on the
 NG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0062.degrees latitude (g = 980.6199 gals.).
 NG0062
 NG0062.The modeled gravity was interpolated from observed gravity values.
 NG0062
 NG0062;                    North         East    Units  Estimated Accuracy
 NG0062;SPC MI S     -    70,950.    3,827,410.      MT  (+/- 180 meters Scaled)
 NG0062
 NG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM451631(NAD 83)
 NG0062
 NG0062                          SUPERSEDED SURVEY CONTROL
 NG0062
 NG0062  NGVD 29 (??/??/92)  180.529  (m)          592.29   (f) ADJ UNCH    1 2
 NG0062
 NG0062.Superseded values are not recommended for survey control.
 NG0062
 NG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0062.See file dsdata.pdf to determine how the superseded data were derived.
 NG0062
 NG0062_MARKER: X = CHISELED CROSS
 NG0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0062_SP_SET: MASONRY BELT
 NG0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0062
 NG0062  HISTORY     - Date     Condition        Report By
 NG0062  HISTORY     - UNK      MONUMENTED       PMRR
 NG0062  HISTORY     - 1934     GOOD             CGS
 NG0062  HISTORY     - 1964     GOOD             CGS
 NG0062
 NG0062                          STATION DESCRIPTION
 NG0062
 NG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0062'IN BENTON HARBOR.
 NG0062'AT BENTON HARBOR, BERRIEN COUNTY, AT THE NORTH CORNER OF THE
 NG0062'RAILROAD STATION, ON THE BELT COURSE OF MASONRY, AND 3.9 FEET
 NG0062'HIGHER THAN THE PAVEMENT.  A CHISELED MARK RESEMBLING A DOUBLE
 NG0062'CROSS.
 NG0062
 NG0062                          STATION RECOVERY (1964)
 NG0062
 NG0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NG0062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0151 ***********************************************************************
 OK0151  DESIGNATION -  110 1/2
 OK0151  PID         -  OK0151
 OK0151  STATE/COUNTY-  MI/CLINTON
 OK0151  COUNTRY     -  US
 OK0151  USGS QUAD   -  HUBBARDSTON (2017)
 OK0151
 OK0151                         *CURRENT SURVEY CONTROL
 OK0151  ______________________________________________________________________
 OK0151* NAD 83(1986) POSITION- 43 00 09.     (N) 084 48 03.     (W)   SCALED
 OK0151* NAVD 88 ORTHO HEIGHT -   221.093 (meters)      725.37  (feet) ADJUSTED
 OK0151  ______________________________________________________________________
 OK0151  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 OK0151  DYNAMIC HEIGHT  -        221.041 (meters)      725.20  (feet) COMP
 OK0151  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 OK0151
 OK0151  VERT ORDER      -  SECOND    CLASS 0
 OK0151
 OK0151.The horizontal coordinates were scaled from a map and have
 OK0151.an estimated accuracy of +/- 6 seconds.
 OK0151
 OK0151.The orthometric height was determined by differential leveling and
 OK0151.adjusted by the NATIONAL GEODETIC SURVEY
 OK0151.in June 1991.
 OK0151
 OK0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0151.GEOID18 height accuracy estimate available here.
 OK0151
 OK0151.Click photographs - Photos may exist for this station.
 OK0151
 OK0151.The dynamic height is computed by dividing the NAVD 88
 OK0151.geopotential number by the normal gravity value computed on the
 OK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0151.degrees latitude (g = 980.6199 gals.).
 OK0151
 OK0151.The modeled gravity was interpolated from observed gravity values.
 OK0151
 OK0151;                    North         East    Units  Estimated Accuracy
 OK0151;SPC MI S     -   166,990.    3,964,600.      MT  (+/- 180 meters Scaled)
 OK0151
 OK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN792634(NAD 83)
 OK0151
 OK0151                          SUPERSEDED SURVEY CONTROL
 OK0151
 OK0151  NGVD 29 (??/??/92)  221.232  (m)          725.83   (f) ADJ UNCH    2 0
 OK0151
 OK0151.Superseded values are not recommended for survey control.
 OK0151
 OK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0151.See file dsdata.pdf to determine how the superseded data were derived.
 OK0151
 OK0151_MARKER: Z = SEE DESCRIPTION
 OK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0151_STAMPING: BM 110 1/2
 OK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0151+STABILITY: SURFACE MOTION
 OK0151
 OK0151  HISTORY     - Date     Condition        Report By
 OK0151  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0151  HISTORY     - 1934     GOOD             CGS
 OK0151  HISTORY     - 19940902 MARK NOT FOUND   LOCENG
 OK0151  HISTORY     - 20020121 MARK NOT FOUND   INDIV
 OK0151
 OK0151                          STATION DESCRIPTION
 OK0151
 OK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0151'2.3 MI E FROM PEWAMO.
 OK0151'IN CLINTON COUNTY, 2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0151'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 44 FEET NORTH
 OK0151'OF THE NORTH RAIL, 2 FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH
 OK0151'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 110 1/2 AND SET
 OK0151'IN THE TOP OF A CONCRETE POST.
 OK0151
 OK0151                          STATION RECOVERY (1994)
 OK0151
 OK0151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0151'MARK NOT FOUND.
 OK0151
 OK0151                          STATION RECOVERY (2002)
 OK0151
 OK0151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6796 ***********************************************************************
 AA6796  DESIGNATION -  110 125
 AA6796  PID         -  AA6796
 AA6796  STATE/COUNTY-  MI/WAYNE
 AA6796  COUNTRY     -  US
 AA6796  USGS QUAD   -  INKSTER (2017)
 AA6796
 AA6796                         *CURRENT SURVEY CONTROL
 AA6796  ______________________________________________________________________
 AA6796* NAD 83(2011) POSITION- 42 15 38.08859(N) 083 19 42.52650(W)   ADJUSTED
 AA6796* NAD 83(2011) ELLIP HT-   157.984 (meters)        (06/27/12)   ADJUSTED
 AA6796* NAD 83(2011) EPOCH   -  2010.00
 AA6796* NAVD 88 ORTHO HEIGHT -   192.393 (meters)      631.21  (feet) ADJUSTED
 AA6796  ______________________________________________________________________
 AA6796  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 AA6796  NAD 83(2011) X  -    549,250.219 (meters)                     COMP
 AA6796  NAD 83(2011) Y  - -4,695,686.100 (meters)                     COMP
 AA6796  NAD 83(2011) Z  -  4,267,175.663 (meters)                     COMP
 AA6796  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 AA6796  DYNAMIC HEIGHT  -        192.335 (meters)      631.02  (feet) COMP
 AA6796  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 AA6796
 AA6796  VERT ORDER      -  SECOND    CLASS I
 AA6796
 AA6796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6796  Standards:
 AA6796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6796  -------------------------------------------------------------------
 AA6796  NETWORK    1.31   1.49           0.59   0.46   0.76      0.16704538
 AA6796  -------------------------------------------------------------------
 AA6796  Click here for local accuracies and other accuracy information.
 AA6796
 AA6796.The horizontal coordinates were established by GPS observations
 AA6796.and adjusted by the National Geodetic Survey in June 2012.
 AA6796
 AA6796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6796.been affixed to the stable North American tectonic plate. See 
 AA6796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6796
 AA6796.The horizontal coordinates are valid at the epoch date displayed above
 AA6796.which is a decimal equivalence of Year/Month/Day.
 AA6796
 AA6796.The orthometric height was determined by differential leveling and
 AA6796.adjusted by the NATIONAL GEODETIC SURVEY
 AA6796.in July 2007.
 AA6796
 AA6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6796.GEOID18 height accuracy estimate available here.
 AA6796
 AA6796.Click photographs - Photos may exist for this station.
 AA6796
 AA6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6796
 AA6796.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6796
 AA6796.The ellipsoidal height was determined by GPS observations
 AA6796.and is referenced to NAD 83.
 AA6796
 AA6796.The dynamic height is computed by dividing the NAVD 88
 AA6796.geopotential number by the normal gravity value computed on the
 AA6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6796.degrees latitude (g = 980.6199 gals.).
 AA6796
 AA6796.The modeled gravity was interpolated from observed gravity values.
 AA6796
 AA6796. The following values were computed from the NAD 83(2011) position.
 AA6796
 AA6796;                    North         East     Units Scale Factor Converg.
 AA6796;SPC MI S     -    85,012.114 4,085,657.676   MT  0.99996585   +0 42 23.5
 AA6796;SPC MI S     -   278,911.14 13,404,388.70   iFT  0.99996585   +0 42 23.5
 AA6796;UTM  17      - 4,681,334.030   307,944.472   MT  1.00005386   -1 33 59.0
 AA6796
 AA6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6796!SPC MI S     -   0.99997522  x   0.99996585  =   0.99994107
 AA6796!UTM  17      -   0.99997522  x   1.00005386  =   1.00002908
 AA6796
 AA6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0794481334(NAD 83)
 AA6796
 AA6796                          SUPERSEDED SURVEY CONTROL
 AA6796
 AA6796  NAD 83(2007)-  42 15 38.08899(N)    083 19 42.52735(W) AD(2002.00) 0
 AA6796  ELLIP H (02/10/07)  157.981  (m)                       GP(2002.00)    
 AA6796  ELLIP H (07/12/02)  158.024  (m)                       GP(       ) 4 1
 AA6796  NAD 83(1994)-  42 15 38.08859(N)    083 19 42.52686(W) AD(       ) 1
 AA6796  ELLIP H (02/03/97)  158.063  (m)                       GP(       ) 4 1
 AA6796  NAD 83(1986)-  42 15 38.09562(N)    083 19 42.55509(W) AD(       ) 1
 AA6796  NAVD 88 (07/20/95)  192.4    (m)  GEOID93  model used  GPS OBS        
 AA6796
 AA6796.Superseded values are not recommended for survey control.
 AA6796
 AA6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6796.See file dsdata.pdf to determine how the superseded data were derived.
 AA6796
 AA6796_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6796_STAMPING: 110-125
 AA6796_MARK LOGO: MI-163
 AA6796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6796+STABILITY: SURFACE MOTION
 AA6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6796+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 AA6796
 AA6796  HISTORY     - Date     Condition        Report By
 AA6796  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6796  HISTORY     - 20010904 GOOD             INDIV
 AA6796  HISTORY     - 20060428 GOOD             MIDT
 AA6796
 AA6796                          STATION DESCRIPTION
 AA6796
 AA6796'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6796'STATION IS LOCATED APPROXIMATELY 1.5 MILESNORTH OF DETROIT METRO
 AA6796'AIRPORT ON MIDDLEBELT ROAD AT BEVERLY STREET. TO REACH FROM THE
 AA6796'INTERSECTION OF US-12 (MICHIGAN AVENUE) AND MIDDLEBELT ROAD, PROCEED
 AA6796'SOUTH ON MIDDLEBELT ROAD FOR 2  MILES TO BEVERLY ROAD AND THE STATION
 AA6796'IN THE NORTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6796'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6796'A CAST IRON MONUMENT BOX SET FLUSH WITH THE CONCRETE SIDEWALK. THE
 AA6796'MONUMENT IS 11.6 FEETSOUTHWEST OF THE ENTRANCE TO A BUILDING WHICH IS
 AA6796'CURRENTLY A HARDWARE STORE. CENTERLINE OF MIDDLEBELT IS N 90 W, 56.0
 AA6796'FEET, CENTERLINE OF BEVERLY IS S 0 E, 39.0 FEET.
 AA6796
 AA6796                          STATION RECOVERY (2001)
 AA6796
 AA6796'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6796'IS SUITABLE FOR GPS OBSERVATIONS
 AA6796
 AA6796                          STATION RECOVERY (2006)
 AA6796
 AA6796'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6796'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 AA6796'1.07 METERS (3.5 FEET) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6794 ***********************************************************************
 AA6794  DESIGNATION -  110 180
 AA6794  PID         -  AA6794
 AA6794  STATE/COUNTY-  MI/WAYNE
 AA6794  COUNTRY     -  US
 AA6794  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6794
 AA6794                         *CURRENT SURVEY CONTROL
 AA6794  ______________________________________________________________________
 AA6794* NAD 83(2011) POSITION- 42 10 50.84888(N) 083 19 31.02216(W)   ADJUSTED
 AA6794* NAD 83(2011) ELLIP HT-   154.747 (meters)        (06/27/12)   ADJUSTED
 AA6794* NAD 83(2011) EPOCH   -  2010.00
 AA6794* NAVD 88 ORTHO HEIGHT -   189.351 (meters)      621.23  (feet) ADJUSTED
 AA6794  ______________________________________________________________________
 AA6794  GEOID HEIGHT    -        -34.609 (meters)                     GEOID18
 AA6794  NAD 83(2011) X  -    550,204.097 (meters)                     COMP
 AA6794  NAD 83(2011) Y  - -4,701,568.515 (meters)                     COMP
 AA6794  NAD 83(2011) Z  -  4,260,609.913 (meters)                     COMP
 AA6794  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AA6794  DYNAMIC HEIGHT  -        189.290 (meters)      621.03  (feet) COMP
 AA6794  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 AA6794
 AA6794  VERT ORDER      -  SECOND    CLASS I
 AA6794
 AA6794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6794  Standards:
 AA6794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6794  -------------------------------------------------------------------
 AA6794  NETWORK    0.25   0.37           0.11   0.09   0.19     -0.06524082
 AA6794  -------------------------------------------------------------------
 AA6794  Click here for local accuracies and other accuracy information.
 AA6794
 AA6794.The horizontal coordinates were established by GPS observations
 AA6794.and adjusted by the National Geodetic Survey in June 2012.
 AA6794
 AA6794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6794.been affixed to the stable North American tectonic plate. See 
 AA6794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6794
 AA6794.The horizontal coordinates are valid at the epoch date displayed above
 AA6794.which is a decimal equivalence of Year/Month/Day.
 AA6794
 AA6794.The orthometric height was determined by differential leveling and
 AA6794.adjusted by the NATIONAL GEODETIC SURVEY
 AA6794.in July 2007.
 AA6794
 AA6794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6794.GEOID18 height accuracy estimate available here.
 AA6794
 AA6794.Click photographs - Photos may exist for this station.
 AA6794
 AA6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6794
 AA6794.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6794
 AA6794.The ellipsoidal height was determined by GPS observations
 AA6794.and is referenced to NAD 83.
 AA6794
 AA6794.The dynamic height is computed by dividing the NAVD 88
 AA6794.geopotential number by the normal gravity value computed on the
 AA6794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6794.degrees latitude (g = 980.6199 gals.).
 AA6794
 AA6794.The modeled gravity was interpolated from observed gravity values.
 AA6794
 AA6794. The following values were computed from the NAD 83(2011) position.
 AA6794
 AA6794;                    North         East     Units Scale Factor Converg.
 AA6794;SPC MI S     -    76,153.535 4,086,030.943   MT  0.99998185   +0 42 31.3
 AA6794;SPC MI S     -   249,847.56 13,405,613.33   iFT  0.99998185   +0 42 31.3
 AA6794;UTM  17      - 4,672,466.907   307,966.307   MT  1.00005377   -1 33 42.6
 AA6794
 AA6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6794!SPC MI S     -   0.99997573  x   0.99998185  =   0.99995758
 AA6794!UTM  17      -   0.99997573  x   1.00005377  =   1.00002950
 AA6794
 AA6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0796672466(NAD 83)
 AA6794
 AA6794                          SUPERSEDED SURVEY CONTROL
 AA6794
 AA6794  NAD 83(2007)-  42 10 50.84911(N)    083 19 31.02301(W) AD(2002.00) 1
 AA6794  ELLIP H (06/10/07)  154.759  (m)                       GP(2002.00) 4 1
 AA6794  NAD 83(2007)-  42 10 50.84947(N)    083 19 31.02305(W) AD(2002.00) 0
 AA6794  ELLIP H (02/10/07)  154.741  (m)                       GP(2002.00)    
 AA6794  ELLIP H (07/12/02)  154.794  (m)                       GP(       ) 4 1
 AA6794  NAD 83(1994)-  42 10 50.84893(N)    083 19 31.02249(W) AD(       ) 1
 AA6794  ELLIP H (02/03/97)  154.838  (m)                       GP(       ) 4 1
 AA6794  NAD 83(1986)-  42 10 50.85633(N)    083 19 31.04965(W) AD(       ) 1
 AA6794  NAVD 88             189.35   (m)          621.2    (f) LEVELING    3  
 AA6794  NAVD 88 (07/20/95)  189.3    (m)  GEOID93  model used  GPS OBS        
 AA6794
 AA6794.Superseded values are not recommended for survey control.
 AA6794
 AA6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6794.See file dsdata.pdf to determine how the superseded data were derived.
 AA6794
 AA6794_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6794_STAMPING: 110-180 1960
 AA6794_MARK LOGO: MI-163
 AA6794_PROJECTION: RECESSED 15 CENTIMETERS
 AA6794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6794+STABILITY: SURFACE MOTION
 AA6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6794+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 AA6794
 AA6794  HISTORY     - Date     Condition        Report By
 AA6794  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6794  HISTORY     - 20030402 GOOD             INDIV
 AA6794  HISTORY     - 20060501 GOOD             MIDT
 AA6794  HISTORY     - 20080514 GOOD             ROWEIN
 AA6794
 AA6794                          STATION DESCRIPTION
 AA6794
 AA6794'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6794'STATION IS LOCATED APPROXIMATELY 1.0 SOUTH OF DETROIT METRO AIRPORT ON
 AA6794'PENNSYLVANIA ROAD AT MIDDLEBELT ROAD. TO REACH FROM THE INTERSECTION
 AA6794'OF INTERSTATE I-275 AND EUREKA ROAD (EXIT 15) PROCEED EAST ON EUREKA
 AA6794'3.2 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 1 MILEON MIDDLEBELT TO
 AA6794'PENNSYLVANIA ROAD AND STATION IN THE SOUTHEAST QUADRANT. THE STATION
 AA6794'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6794'DIAMETER CONCRETE MONUMENT SET 6 INCHES BELOW THE GROUND. CENTERLINE
 AA6794'OF PENNSYLVANIA IS N 0 W, 56.00 FEET, CENTERLINE OF MIDDLEBELT IS N 90
 AA6794'W, 56.00 FEET,  A POLE IS N 45 W, 13.22 FEET, A GUY WIRE ANCHOR IS S
 AA6794'45 E, 6.0 FEET.
 AA6794
 AA6794                          STATION RECOVERY (2003)
 AA6794
 AA6794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6794'RECOVERED IN GOOD CONDITION.
 AA6794
 AA6794                          STATION RECOVERY (2006)
 AA6794
 AA6794'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6794'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. 0.30 METERS (1.0
 AA6794'FOOT) NORTHWEST OF A CARSONITE WITNESS POST.
 AA6794
 AA6794                          STATION RECOVERY (2008)
 AA6794
 AA6794'RECOVERY NOTE BY ROWE INCORPORATED 2008 (IDJ)
 AA6794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6810 ***********************************************************************
 AA6810  DESIGNATION -  110 220
 AA6810  PID         -  AA6810
 AA6810  STATE/COUNTY-  MI/WAYNE
 AA6810  COUNTRY     -  US
 AA6810  USGS QUAD   -  FLAT ROCK (2017)
 AA6810
 AA6810                         *CURRENT SURVEY CONTROL
 AA6810  ______________________________________________________________________
 AA6810* NAD 83(2011) POSITION- 42 07 24.30674(N) 083 19 24.95285(W)   ADJUSTED
 AA6810* NAD 83(2011) ELLIP HT-   152.039 (meters)        (06/27/12)   ADJUSTED
 AA6810* NAD 83(2011) EPOCH   -  2010.00
 AA6810* NAVD 88 ORTHO HEIGHT -   186.8   (meters)      613.    (feet) GPS OBS
 AA6810  ______________________________________________________________________
 AA6810  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6810  GEOID HEIGHT    -         -34.64 (meters)                     GEOID93
 AA6810  GEOID HEIGHT    -        -34.758 (meters)                     GEOID18
 AA6810  NAD 83(2011) X  -    550,839.442 (meters)                     COMP
 AA6810  NAD 83(2011) Y  - -4,705,798.193 (meters)                     COMP
 AA6810  NAD 83(2011) Z  -  4,255,883.438 (meters)                     COMP
 AA6810  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AA6810
 AA6810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6810  Standards:
 AA6810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6810  -------------------------------------------------------------------
 AA6810  NETWORK    1.08   1.14           0.49   0.38   0.58      0.10931680
 AA6810  -------------------------------------------------------------------
 AA6810  Click here for local accuracies and other accuracy information.
 AA6810
 AA6810.The horizontal coordinates were established by GPS observations
 AA6810.and adjusted by the National Geodetic Survey in June 2012.
 AA6810
 AA6810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6810.been affixed to the stable North American tectonic plate. See 
 AA6810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6810
 AA6810.The horizontal coordinates are valid at the epoch date displayed above
 AA6810.which is a decimal equivalence of Year/Month/Day.
 AA6810
 AA6810.The orthometric height was determined by GPS observations and a
 AA6810.high-resolution geoid model.
 AA6810
 AA6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6810.GEOID18 height accuracy estimate available here.
 AA6810
 AA6810.Click photographs - Photos may exist for this station.
 AA6810
 AA6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6810
 AA6810.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6810
 AA6810.The ellipsoidal height was determined by GPS observations
 AA6810.and is referenced to NAD 83.
 AA6810
 AA6810. The following values were computed from the NAD 83(2011) position.
 AA6810
 AA6810;                    North         East     Units Scale Factor Converg.
 AA6810;SPC MI S     -    69,783.067 4,086,249.163   MT  0.99999454   +0 42 35.4
 AA6810;SPC MI S     -   228,947.07 13,406,329.27   iFT  0.99999454   +0 42 35.4
 AA6810;UTM  17      - 4,666,092.375   307,932.063   MT  1.00005394   -1 33 32.3
 AA6810
 AA6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6810!SPC MI S     -   0.99997615  x   0.99999454  =   0.99997069
 AA6810!UTM  17      -   0.99997615  x   1.00005394  =   1.00003009
 AA6810
 AA6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0793266092(NAD 83)
 AA6810
 AA6810                          SUPERSEDED SURVEY CONTROL
 AA6810
 AA6810  NAD 83(2007)-  42 07 24.30771(N)    083 19 24.95332(W) AD(2002.00) 0
 AA6810  ELLIP H (02/10/07)  152.033  (m)                       GP(2002.00)    
 AA6810  ELLIP H (07/12/02)  152.096  (m)                       GP(       ) 4 1
 AA6810  NAD 83(1994)-  42 07 24.30713(N)    083 19 24.95287(W) AD(       ) 1
 AA6810  ELLIP H (02/03/97)  152.134  (m)                       GP(       ) 4 1
 AA6810  NAD 83(1986)-  42 07 24.31474(N)    083 19 24.98178(W) AD(       ) 1
 AA6810
 AA6810.Superseded values are not recommended for survey control.
 AA6810
 AA6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6810.See file dsdata.pdf to determine how the superseded data were derived.
 AA6810
 AA6810_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6810_STAMPING: 110-220 1960
 AA6810_MARK LOGO: MI-163
 AA6810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6810+STABILITY: SURFACE MOTION
 AA6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6810+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2009
 AA6810
 AA6810  HISTORY     - Date     Condition        Report By
 AA6810  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6810  HISTORY     - 20011212 GOOD             INDIV
 AA6810  HISTORY     - 20030402 GOOD             INDIV
 AA6810  HISTORY     - 20041221 GOOD             INDIV
 AA6810  HISTORY     - 20051216 GOOD             INDIV
 AA6810  HISTORY     - 20061120 GOOD             INDIV
 AA6810  HISTORY     - 20071212 GOOD             INDIV
 AA6810  HISTORY     - 20091208 GOOD             INDIV
 AA6810
 AA6810                          STATION DESCRIPTION
 AA6810
 AA6810'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6810'STATION IS LOCATED APPROXIMATELY 5 MILESSOUTH OF DETROIT METRO AIRPORT
 AA6810'ON MIDDLEBELT ROAD AT VAN HORN ROAD. TO REACH FROM THE INTERSECTION OF
 AA6810'INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST ON WEST ROAD FOR
 AA6810'4.25 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 1.0 MILESON MIDDLEBELT
 AA6810'TO VAN HORN ROAD AND THE STATION IN THE NORTHEAST QUADRANT. THE
 AA6810'STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6810'INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF MIDDLEBELT IS N 90 W,
 AA6810'31.0 FEET, CENTERLINE OF VAN HORN ROAD IS S 0 W, 50.0 FEET,  A 30 INCH
 AA6810'TREE IS N 30 E, 31.3 FEET.
 AA6810
 AA6810                          STATION RECOVERY (2001)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2003)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2004)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6810'RECOVERED AS DESCRIBED
 AA6810
 AA6810                          STATION RECOVERY (2005)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2006)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2007)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2009)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5154 ***********************************************************************
 AA5154  DESIGNATION -  110 LYNDON
 AA5154  PID         -  AA5154
 AA5154  STATE/COUNTY-  MI/WASHTENAW
 AA5154  COUNTRY     -  US
 AA5154  USGS QUAD   -  GREGORY (2017)
 AA5154
 AA5154                         *CURRENT SURVEY CONTROL
 AA5154  ______________________________________________________________________
 AA5154* NAD 83(2011) POSITION- 42 22 55.25258(N) 084 04 58.58109(W)   ADJUSTED
 AA5154* NAD 83(2011) ELLIP HT-   272.386 (meters)        (06/27/12)   ADJUSTED
 AA5154* NAD 83(2011) EPOCH   -  2010.00
 AA5154* NAVD 88 ORTHO HEIGHT -   306.1   (meters)     1004.    (feet) GPS OBS
 AA5154  ______________________________________________________________________
 AA5154  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5154  GEOID HEIGHT    -         -33.51 (meters)                     GEOID93
 AA5154  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 AA5154  NAD 83(2011) X  -    486,444.961 (meters)                     COMP
 AA5154  NAD 83(2011) Y  - -4,693,561.547 (meters)                     COMP
 AA5154  NAD 83(2011) Z  -  4,277,226.444 (meters)                     COMP
 AA5154  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 AA5154
 AA5154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5154  Standards:
 AA5154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5154  -------------------------------------------------------------------
 AA5154  NETWORK   19.90  26.52           8.85   7.09  13.53      0.24392112
 AA5154  -------------------------------------------------------------------
 AA5154  Click here for local accuracies and other accuracy information.
 AA5154
 AA5154.The horizontal coordinates were established by GPS observations
 AA5154.and adjusted by the National Geodetic Survey in June 2012.
 AA5154
 AA5154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5154.been affixed to the stable North American tectonic plate. See 
 AA5154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5154
 AA5154.The horizontal coordinates are valid at the epoch date displayed above
 AA5154.which is a decimal equivalence of Year/Month/Day.
 AA5154
 AA5154.The orthometric height was determined by GPS observations and a
 AA5154.high-resolution geoid model.
 AA5154
 AA5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5154.GEOID18 height accuracy estimate available here.
 AA5154
 AA5154.Click photographs - Photos may exist for this station.
 AA5154
 AA5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5154
 AA5154.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5154
 AA5154.The ellipsoidal height was determined by GPS observations
 AA5154.and is referenced to NAD 83.
 AA5154
 AA5154. The following values were computed from the NAD 83(2011) position.
 AA5154
 AA5154;                    North         East     Units Scale Factor Converg.
 AA5154;SPC MI S     -    98,011.628 4,023,364.590   MT  0.99994517   +0 11 35.1
 AA5154;SPC MI S     -   321,560.46 13,200,015.06   iFT  0.99994517   +0 11 35.1
 AA5154;UTM  16      - 4,696,314.839   740,143.348   MT  1.00030961   +1 58 02.1
 AA5154;UTM  17      - 4,696,797.294   246,199.737   MT  1.00039262   -2 04 45.2
 AA5154
 AA5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5154!SPC MI S     -   0.99995728  x   0.99994517  =   0.99990245
 AA5154!UTM  16      -   0.99995728  x   1.00030961  =   1.00026688
 AA5154!UTM  17      -   0.99995728  x   1.00039262  =   1.00034989
 AA5154
 AA5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4014396314(NAD 83)
 AA5154
 AA5154                          SUPERSEDED SURVEY CONTROL
 AA5154
 AA5154  NAD 83(2007)-  42 22 55.25268(N)    084 04 58.58184(W) AD(2002.00) 0
 AA5154  ELLIP H (02/10/07)  272.406  (m)                       GP(2002.00)    
 AA5154  ELLIP H (07/12/02)  272.450  (m)                       GP(       ) 4 1
 AA5154  NAD 83(1994)-  42 22 55.25168(N)    084 04 58.58046(W) AD(       ) 1
 AA5154  ELLIP H (02/03/97)  272.483  (m)                       GP(       ) 4 1
 AA5154  NAD 83(1986)-  42 22 55.25535(N)    084 04 58.60421(W) AD(       ) 1
 AA5154
 AA5154.Superseded values are not recommended for survey control.
 AA5154
 AA5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5154.See file dsdata.pdf to determine how the superseded data were derived.
 AA5154
 AA5154_MARKER: DD = SURVEY DISK
 AA5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5154_STAMPING: 110
 AA5154_MARK LOGO: MI-161
 AA5154_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5154+STABILITY: SURFACE MOTION
 AA5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5154+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2021
 AA5154
 AA5154  HISTORY     - Date     Condition        Report By
 AA5154  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5154  HISTORY     - 20000913 GOOD             TETR
 AA5154  HISTORY     - 20210304 GOOD             MI-161
 AA5154
 AA5154                          STATION DESCRIPTION
 AA5154
 AA5154'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5154'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5154'APPROXIMATELY 4.5 MI (7.2 KM) NORTHWEST OF THE VILLAGE OF CHELSEA, IN
 AA5154'THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 3 EAST,
 AA5154'LYNDON TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF M-52
 AA5154'AND THE CONRAIL RAILROAD CROSSING, IN THE VILLAGE OF CHELSEA, PROCEED
 AA5154'NORTHWEST ON M-52 FOR 4.5 MI (7.2 KM) TO THE INTERSECTION WITH NORTH
 AA5154'TERRITORIAL ROAD. CONTINUE PAST THE INTERSECTION FOR APPROXIMATELY 300
 AA5154'FT (91.4 M) TO THE STATION ON THE EAST SIDE OF M-52. THE STATION IS AN
 AA5154'ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5154'MONUMENT, AND STAMPED 'WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5154'CONTROL 110'. THE DISK IS LOCATED 11.5 FT (3.5 M) N90E OF THE EAST
 AA5154'EDGE OF THE PAVEMENT OF M-52, 76.0 FT (23.2 M) S60W OF A NAIL AND TAG
 AA5154'SET IN THE NORTH SIDE OF APOWER POLE, 54.9 FT (16.7 M) N65E OF THE
 AA5154'CENTER OF A TELEPHONE RISER, AND 92.0 FT (28.0 M) N00E OF A NAIL AND
 AA5154'TAG IN THE WEST SIDE OF TWIN 12 INCH OAKS.
 AA5154
 AA5154                          STATION RECOVERY (2000)
 AA5154
 AA5154'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5154'RECOVERED IN GOOD CONDITION.
 AA5154
 AA5154                          STATION RECOVERY (2021)
 AA5154
 AA5154'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0841 ***********************************************************************
 RL0841  DESIGNATION -  1103.6
 RL0841  PID         -  RL0841
 RL0841  STATE/COUNTY-  MI/ONTONAGON
 RL0841  COUNTRY     -  US
 RL0841  USGS QUAD   -  MATCHWOOD NW (2017)
 RL0841
 RL0841                         *CURRENT SURVEY CONTROL
 RL0841  ______________________________________________________________________
 RL0841* NAD 83(1986) POSITION- 46 41 09.     (N) 089 23 14.     (W)   SCALED
 RL0841* NAVD 88 ORTHO HEIGHT -   336.413 (meters)     1103.71  (feet) ADJUSTED
 RL0841  ______________________________________________________________________
 RL0841  GEOID HEIGHT    -        -31.308 (meters)                     GEOID18
 RL0841  DYNAMIC HEIGHT  -        336.446 (meters)     1103.82  (feet) COMP
 RL0841  MODELED GRAVITY -    980,702.3   (mgal)                       NAVD 88
 RL0841
 RL0841  VERT ORDER      -  SECOND    CLASS 0
 RL0841
 RL0841.The horizontal coordinates were scaled from a map and have
 RL0841.an estimated accuracy of +/- 6 seconds.
 RL0841
 RL0841.The orthometric height was determined by differential leveling and
 RL0841.adjusted by the NATIONAL GEODETIC SURVEY
 RL0841.in June 1991.
 RL0841
 RL0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0841.GEOID18 height accuracy estimate available here.
 RL0841
 RL0841.Click photographs - Photos may exist for this station.
 RL0841
 RL0841.The dynamic height is computed by dividing the NAVD 88
 RL0841.geopotential number by the normal gravity value computed on the
 RL0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0841.degrees latitude (g = 980.6199 gals.).
 RL0841
 RL0841.The modeled gravity was interpolated from observed gravity values.
 RL0841
 RL0841;                    North         East    Units  Estimated Accuracy
 RL0841;SPC MI N     -   214,200.    7,817,420.      MT  (+/- 180 meters Scaled)
 RL0841
 RL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS174730(NAD 83)
 RL0841
 RL0841                          SUPERSEDED SURVEY CONTROL
 RL0841
 RL0841  NGVD 29 (??/??/92)  336.422  (m)         1103.74   (f) ADJ UNCH    2 0
 RL0841
 RL0841.Superseded values are not recommended for survey control.
 RL0841
 RL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0841.See file dsdata.pdf to determine how the superseded data were derived.
 RL0841
 RL0841_MARKER: Z = SEE DESCRIPTION
 RL0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0841_SP_SET: CULVERT
 RL0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0841
 RL0841  HISTORY     - Date     Condition        Report By
 RL0841  HISTORY     - UNK      MONUMENTED       USGS
 RL0841  HISTORY     - 1948     GOOD             CGS
 RL0841  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0841  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0841  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0841  HISTORY     - 20240526 MARK NOT FOUND   MITU
 RL0841
 RL0841                          STATION DESCRIPTION
 RL0841
 RL0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0841'9.8 MI N FROM MATCHWOOD.
 RL0841'ABOUT 9.85 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0841'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A ROAD EAST
 RL0841'TO VICTORIA, 18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 RL0841'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 17 FEET
 RL0841'WEST OF THE WEST POST OF A FORESTRY SIGN, AND IS A PAINTED
 RL0841'SQUARE ON THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER SIDE
 RL0841'ROAD EAST.
 RL0841
 RL0841                          STATION RECOVERY (1996)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0841'MARK NOT FOUND.
 RL0841
 RL0841                          STATION RECOVERY (2001)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0841'MARK NOT FOUND.
 RL0841
 RL0841                          STATION RECOVERY (2004)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0841'MARK NOT FOUND.
 RL0841
 RL0841                          STATION RECOVERY (2024)
 RL0841
 RL0841'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0841'THE SURVEY MARKER WAS NOT FOUND.  THE PIPE CULVERT WITH THE "PAINTED
 RL0841'SQUARE" WAS PROBABLY REPLACED DURING ROAD WORK SINCE 1948 AND THE
 RL0841'MARKER WAS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0083 ***********************************************************************
 ME0083  DESIGNATION -  111 1/2
 ME0083  PID         -  ME0083
 ME0083  STATE/COUNTY-  MI/CASS
 ME0083  COUNTRY     -  US
 ME0083  USGS QUAD   -  EDWARDSBURG (2017)
 ME0083
 ME0083                         *CURRENT SURVEY CONTROL
 ME0083  ______________________________________________________________________
 ME0083* NAD 83(1986) POSITION- 41 45 46.     (N) 086 06 31.     (W)   SCALED
 ME0083* NAVD 88 ORTHO HEIGHT -   248.416 (meters)      815.01  (feet) ADJUSTED
 ME0083  ______________________________________________________________________
 ME0083  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 ME0083  DYNAMIC HEIGHT  -        248.323 (meters)      814.71  (feet) COMP
 ME0083  MODELED GRAVITY -    980,242.6   (mgal)                       NAVD 88
 ME0083
 ME0083  VERT ORDER      -  SECOND    CLASS 0
 ME0083
 ME0083.The horizontal coordinates were scaled from a map and have
 ME0083.an estimated accuracy of +/- 6 seconds.
 ME0083
 ME0083.The orthometric height was determined by differential leveling and
 ME0083.adjusted by the NATIONAL GEODETIC SURVEY
 ME0083.in June 1991.
 ME0083
 ME0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0083.GEOID18 height accuracy estimate available here.
 ME0083
 ME0083.Click photographs - Photos may exist for this station.
 ME0083
 ME0083.The dynamic height is computed by dividing the NAVD 88
 ME0083.geopotential number by the normal gravity value computed on the
 ME0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0083.degrees latitude (g = 980.6199 gals.).
 ME0083
 ME0083.The modeled gravity was interpolated from observed gravity values.
 ME0083
 ME0083;                    North         East    Units  Estimated Accuracy
 ME0083;SPC MI S     -    30,690.    3,855,140.      MT  (+/- 180 meters Scaled)
 ME0083
 ME0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM740238(NAD 83)
 ME0083
 ME0083                          SUPERSEDED SURVEY CONTROL
 ME0083
 ME0083  NGVD 29 (??/??/92)  248.544  (m)          815.43   (f) ADJ UNCH    2 0
 ME0083
 ME0083.Superseded values are not recommended for survey control.
 ME0083
 ME0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0083.See file dsdata.pdf to determine how the superseded data were derived.
 ME0083
 ME0083_MARKER: DB = BENCH MARK DISK
 ME0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0083_STAMPING: BM 111-1/2
 ME0083_MARK LOGO: GTWRR
 ME0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0083+STABILITY: SURFACE MOTION
 ME0083
 ME0083  HISTORY     - Date     Condition        Report By
 ME0083  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0083  HISTORY     - 1934     GOOD             CGS
 ME0083  HISTORY     - 1975     GOOD             LOCSUR
 ME0083  HISTORY     - 20230216 MARK NOT FOUND   BFSINC
 ME0083
 ME0083                          STATION DESCRIPTION
 ME0083
 ME0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0083'0.5 MI NE FROM GRANGER.
 ME0083'IN CASS COUNTY, MICHIGAN, 0.5 MILE NORTHEAST ALONG THE GRAND
 ME0083'TRUNK RAILWAY FROM THE STATION AT GRANGER, ST. JOSEPH COUNTY,
 ME0083'INDIANA, 63 FEET NORTHEAST OF A ROAD CROSSING, 30 FEET SOUTHEAST
 ME0083'OF THE EAST RAIL OF THE EAST MAIN TRACK, AND LEVEL WITH THE TOP
 ME0083'OF RAIL.  A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED
 ME0083'BM 111-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ME0083'INCHES ABOVE GROUND.
 ME0083
 ME0083                          STATION RECOVERY (1975)
 ME0083
 ME0083'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 ME0083'RECOVERED IN GOOD CONDITION.
 ME0083
 ME0083                          STATION RECOVERY (2023)
 ME0083
 ME0083'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2023 (GG)
 ME0083'LANDSCAPE AND PLANTS INDICATE PROPERTY OWNERS OR EXCAVATIONS MAY HAVE
 ME0083'DESTROYED MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0153 ***********************************************************************
 OK0153  DESIGNATION -  111 1/2
 OK0153  PID         -  OK0153
 OK0153  STATE/COUNTY-  MI/CLINTON
 OK0153  COUNTRY     -  US
 OK0153  USGS QUAD   -  HUBBARDSTON (2017)
 OK0153
 OK0153                         *CURRENT SURVEY CONTROL
 OK0153  ______________________________________________________________________
 OK0153* NAD 83(2011) POSITION- 43 00 08.17356(N) 084 49 15.59925(W)   ADJUSTED
 OK0153* NAD 83(2011) ELLIP HT-   188.663 (meters)        (06/27/12)   ADJUSTED
 OK0153* NAD 83(2011) EPOCH   -  2010.00
 OK0153* NAVD 88 ORTHO HEIGHT -   221.915 (meters)      728.07  (feet) ADJUSTED
 OK0153  ______________________________________________________________________
 OK0153  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 OK0153  NAD 83(2011) X  -    421,722.785 (meters)                     COMP
 OK0153  NAD 83(2011) Y  - -4,652,846.384 (meters)                     COMP
 OK0153  NAD 83(2011) Z  -  4,327,814.897 (meters)                     COMP
 OK0153  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 OK0153  DYNAMIC HEIGHT  -        221.862 (meters)      727.89  (feet) COMP
 OK0153  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 OK0153
 OK0153  VERT ORDER      -  SECOND    CLASS 0
 OK0153
 OK0153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0153  Standards:
 OK0153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0153  -------------------------------------------------------------------
 OK0153  NETWORK    0.50   1.29           0.23   0.17   0.66      0.01576516
 OK0153  -------------------------------------------------------------------
 OK0153  Click here for local accuracies and other accuracy information.
 OK0153
 OK0153.The horizontal coordinates were established by GPS observations
 OK0153.and adjusted by the National Geodetic Survey in June 2012.
 OK0153
 OK0153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0153.been affixed to the stable North American tectonic plate. See 
 OK0153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0153
 OK0153.The horizontal coordinates are valid at the epoch date displayed above
 OK0153.which is a decimal equivalence of Year/Month/Day.
 OK0153
 OK0153.The orthometric height was determined by differential leveling and
 OK0153.adjusted by the NATIONAL GEODETIC SURVEY
 OK0153.in June 1991.
 OK0153
 OK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0153.GEOID18 height accuracy estimate available here.
 OK0153
 OK0153.Click photographs - Photos may exist for this station.
 OK0153
 OK0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0153
 OK0153.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0153
 OK0153.The ellipsoidal height was determined by GPS observations
 OK0153.and is referenced to NAD 83.
 OK0153
 OK0153.The dynamic height is computed by dividing the NAVD 88
 OK0153.geopotential number by the normal gravity value computed on the
 OK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0153.degrees latitude (g = 980.6199 gals.).
 OK0153
 OK0153.The modeled gravity was interpolated from observed gravity values.
 OK0153
 OK0153. The following values were computed from the NAD 83(2011) position.
 OK0153
 OK0153;                    North         East     Units Scale Factor Converg.
 OK0153;SPC MI S     -   166,968.709 3,962,958.154   MT  0.99990897   -0 18 33.1
 OK0153;SPC MI S     -   547,797.60 13,001,831.21   iFT  0.99990897   -0 18 33.1
 OK0153;UTM  16      - 4,763,370.838   677,603.232   MT  0.99998805   +1 29 11.5
 OK0153
 OK0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0153!SPC MI S     -   0.99997041  x   0.99990897  =   0.99987939
 OK0153!UTM  16      -   0.99997041  x   0.99998805  =   0.99995846
 OK0153
 OK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7760363370(NAD 83)
 OK0153
 OK0153                          SUPERSEDED SURVEY CONTROL
 OK0153
 OK0153  NAD 83(2007)-  43 00 08.17374(N)    084 49 15.59988(W) AD(2002.00) 1
 OK0153  ELLIP H (09/24/08)  188.668  (m)                       GP(2002.00) 3 1
 OK0153  NAVD 88 (09/24/08)  221.8    (m)  GEOID03  model used  GPS OBS        
 OK0153  NGVD 29 (??/??/92)  222.053  (m)          728.52   (f) ADJ UNCH    2 0
 OK0153
 OK0153.Superseded values are not recommended for survey control.
 OK0153
 OK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0153.See file dsdata.pdf to determine how the superseded data were derived.
 OK0153
 OK0153_MARKER: B = BOLT
 OK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0153_STAMPING: BM 111 1/2
 OK0153_MARK LOGO: GTWRR
 OK0153_PROJECTION: FLUSH
 OK0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0153+STABILITY: SURFACE MOTION
 OK0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0153+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 OK0153
 OK0153  HISTORY     - Date     Condition        Report By
 OK0153  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0153  HISTORY     - 1934     GOOD             CGS
 OK0153  HISTORY     - 19940902 GOOD             LOCENG
 OK0153  HISTORY     - 20020121 GOOD             INDIV
 OK0153  HISTORY     - 20051205 GOOD             INDIV
 OK0153  HISTORY     - 20070604 GOOD             MIDT
 OK0153  HISTORY     - 20101012 GOOD             FTCH
 OK0153  HISTORY     - 20200623 GOOD             MIDT
 OK0153
 OK0153                          STATION DESCRIPTION
 OK0153
 OK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0153'1.3 MI E FROM PEWAMO.
 OK0153'IN CLINTON COUNTY, 1.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0153'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 46 FEET NORTH
 OK0153'OF THE NORTH RAIL, 1.8 FEET SOUTH OF A FENCE, AND 3 FEET LOWER
 OK0153'THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 111 1/2 AND
 OK0153'SET IN THE TOP OF A CONCRETE POST.
 OK0153
 OK0153                          STATION RECOVERY (1994)
 OK0153
 OK0153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0153'FOUND MARKER WITH 0.5 FT (15.2 CM) OF IT EXPOSED, 600.0 FT (182.9 M)
 OK0153'WEST OF JONES ROAD.  PLACED CARSONITE MARKER.
 OK0153
 OK0153                          STATION RECOVERY (2002)
 OK0153
 OK0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0153'RECOVERED IN GOOD CONDITION.
 OK0153
 OK0153                          STATION RECOVERY (2005)
 OK0153
 OK0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BJA)
 OK0153'RECOVERED IN GOOD CONDITION.
 OK0153
 OK0153                          STATION RECOVERY (2007)
 OK0153
 OK0153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0153'MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 OK0153'DESCRIBED.
 OK0153
 OK0153                          STATION RECOVERY (2010)
 OK0153
 OK0153'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2010 (ERF)
 OK0153'RECOVERED IN GOOD CONDITION.
 OK0153
 OK0153                          STATION RECOVERY (2020)
 OK0153
 OK0153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0153'OVERHEAD TREE COVER AND BUSHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5155 ***********************************************************************
 AA5155  DESIGNATION -  111 DEXTER
 AA5155  PID         -  AA5155
 AA5155  STATE/COUNTY-  MI/WASHTENAW
 AA5155  COUNTRY     -  US
 AA5155  USGS QUAD   -  PINCKNEY (2017)
 AA5155
 AA5155                         *CURRENT SURVEY CONTROL
 AA5155  ______________________________________________________________________
 AA5155* NAD 83(2011) POSITION- 42 23 14.52505(N) 083 55 02.02524(W)   ADJUSTED
 AA5155* NAD 83(2011) ELLIP HT-   232.637 (meters)        (06/27/12)   ADJUSTED
 AA5155* NAD 83(2011) EPOCH   -  2010.00
 AA5155* NAVD 88 ORTHO HEIGHT -   266.2   (meters)      873.    (feet) GPS OBS
 AA5155  ______________________________________________________________________
 AA5155  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5155  GEOID HEIGHT    -         -33.38 (meters)                     GEOID93
 AA5155  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 AA5155  NAD 83(2011) X  -    499,971.962 (meters)                     COMP
 AA5155  NAD 83(2011) Y  - -4,691,707.209 (meters)                     COMP
 AA5155  NAD 83(2011) Z  -  4,277,638.909 (meters)                     COMP
 AA5155  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 AA5155
 AA5155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5155  Standards:
 AA5155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5155  -------------------------------------------------------------------
 AA5155  NETWORK   17.60  23.62           7.74   6.45  12.05      0.20791179
 AA5155  -------------------------------------------------------------------
 AA5155  Click here for local accuracies and other accuracy information.
 AA5155
 AA5155.The horizontal coordinates were established by GPS observations
 AA5155.and adjusted by the National Geodetic Survey in June 2012.
 AA5155
 AA5155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5155.been affixed to the stable North American tectonic plate. See 
 AA5155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5155
 AA5155.The horizontal coordinates are valid at the epoch date displayed above
 AA5155.which is a decimal equivalence of Year/Month/Day.
 AA5155
 AA5155.The orthometric height was determined by GPS observations and a
 AA5155.high-resolution geoid model.
 AA5155
 AA5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5155.GEOID18 height accuracy estimate available here.
 AA5155
 AA5155.Click photographs - Photos may exist for this station.
 AA5155
 AA5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5155
 AA5155.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5155
 AA5155.The ellipsoidal height was determined by GPS observations
 AA5155.and is referenced to NAD 83.
 AA5155
 AA5155. The following values were computed from the NAD 83(2011) position.
 AA5155
 AA5155;                    North         East     Units Scale Factor Converg.
 AA5155;SPC MI S     -    98,665.669 4,037,007.310   MT  0.99994436   +0 18 21.1
 AA5155;SPC MI S     -   323,706.26 13,244,774.64   iFT  0.99994436   +0 18 21.1
 AA5155;UTM  17      - 4,696,909.816   259,863.208   MT  1.00030957   -1 58 03.2
 AA5155;UTM  16      - 4,697,391.299   753,764.812   MT  1.00039240   +2 04 45.6
 AA5155
 AA5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5155!SPC MI S     -   0.99996352  x   0.99994436  =   0.99990788
 AA5155!UTM  17      -   0.99996352  x   1.00030957  =   1.00027307
 AA5155!UTM  16      -   0.99996352  x   1.00039240  =   1.00035590
 AA5155
 AA5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5986396909(NAD 83)
 AA5155
 AA5155                          SUPERSEDED SURVEY CONTROL
 AA5155
 AA5155  NAD 83(2007)-  42 23 14.52514(N)    083 55 02.02601(W) AD(2002.00) 0
 AA5155  ELLIP H (02/10/07)  232.656  (m)                       GP(2002.00)    
 AA5155  ELLIP H (07/12/02)  232.683  (m)                       GP(       ) 4 1
 AA5155  NAD 83(1994)-  42 23 14.52436(N)    083 55 02.02430(W) AD(       ) 1
 AA5155  ELLIP H (02/03/97)  232.724  (m)                       GP(       ) 4 1
 AA5155  NAD 83(1986)-  42 23 14.52776(N)    083 55 02.04798(W) AD(       ) 1
 AA5155
 AA5155.Superseded values are not recommended for survey control.
 AA5155
 AA5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5155.See file dsdata.pdf to determine how the superseded data were derived.
 AA5155
 AA5155_MARKER: DD = SURVEY DISK
 AA5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5155_STAMPING: 111
 AA5155_MARK LOGO: MI-161
 AA5155_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5155+STABILITY: SURFACE MOTION
 AA5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5155+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1996
 AA5155
 AA5155  HISTORY     - Date     Condition        Report By
 AA5155  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5155  HISTORY     - 19961013 GOOD             OHM
 AA5155
 AA5155                          STATION DESCRIPTION
 AA5155
 AA5155'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5155'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5155'APPROXIMATELY 4.0 MI (6.4 KM) NORTH-NORTHWEST OF THE VILLAGE OF
 AA5155'DEXTER, IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 1 SOUTH,
 AA5155'RANGE 4 EAST, DEXTER TOWNSHIP. TO REACH THE STATION FROM THE
 AA5155'INTERSECTION OF DEXTER-PINCKNEY ROAD AND THE CONRAIL RAILROAD BRIDGE,
 AA5155'ON THE NORTH SIDE OF THE VILLAGE OF DEXTER, PROCEED NORTH-NORTHWEST ON
 AA5155'DEXTER-PINCKNEY ROAD FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH
 AA5155'NORTH TERRITORIAL ROAD, AND THE STATION ON THE LEFT, JUST PRIOR TO THE
 AA5155'STOP SIGN AND FLASHING LIGHT. THE STATION IS AN ALUMINUM SURVEY DISK,
 AA5155'SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5155''WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 111'. THE DISK IS
 AA5155'LOCATED 41.8 FT (12.7 M) SOUTH OF THE CENTERLINE OF NORTH TERRITORIAL
 AA5155'ROAD, 57.0 FT (17.4 M) S43W OF A NAIL AND TAG SET IN THE WEST SIDE OF
 AA5155'A 16 INCH MAPLE TREE, 79.3 FT (24.2 M) S55E OF A NAIL AND TAG SET IN
 AA5155'THE SOUTH SIDE OF A 24 INCH MAPLE TREE, 73.0 FT (22.3 M) N63E OF A
 AA5155'MONUMENT BOX AT THE CENTERLINE OF THE INTERSECTION, AND 49.0 FT (14.9
 AA5155'M) S85W OF A NAIL AND TAG SET IN THE SOUTH FACE OF A POWER POLE.
 AA5155
 AA5155                          STATION RECOVERY (1996)
 AA5155
 AA5155'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 AA5155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1396 ***********************************************************************
 RL1396  DESIGNATION -  1111.6
 RL1396  PID         -  RL1396
 RL1396  STATE/COUNTY-  MI/ONTONAGON
 RL1396  COUNTRY     -  US
 RL1396  USGS QUAD   -  BERGLAND NE (2017)
 RL1396
 RL1396                         *CURRENT SURVEY CONTROL
 RL1396  ______________________________________________________________________
 RL1396* NAD 83(1986) POSITION- 46 40 17.     (N) 089 37 14.     (W)   SCALED
 RL1396* NAVD 88 ORTHO HEIGHT -   338.833 (meters)     1111.65  (feet) ADJUSTED
 RL1396  ______________________________________________________________________
 RL1396  GEOID HEIGHT    -        -30.832 (meters)                     GEOID18
 RL1396  DYNAMIC HEIGHT  -        338.868 (meters)     1111.77  (feet) COMP
 RL1396  MODELED GRAVITY -    980,706.9   (mgal)                       NAVD 88
 RL1396
 RL1396  VERT ORDER      -  SECOND    CLASS 0
 RL1396
 RL1396.The horizontal coordinates were scaled from a map and have
 RL1396.an estimated accuracy of +/- 6 seconds.
 RL1396
 RL1396.The orthometric height was determined by differential leveling and
 RL1396.adjusted by the NATIONAL GEODETIC SURVEY
 RL1396.in June 1991.
 RL1396
 RL1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1396.GEOID18 height accuracy estimate available here.
 RL1396
 RL1396.Click photographs - Photos may exist for this station.
 RL1396
 RL1396.The dynamic height is computed by dividing the NAVD 88
 RL1396.geopotential number by the normal gravity value computed on the
 RL1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1396.degrees latitude (g = 980.6199 gals.).
 RL1396
 RL1396.The modeled gravity was interpolated from observed gravity values.
 RL1396
 RL1396;                    North         East    Units  Estimated Accuracy
 RL1396;SPC MI N     -   213,160.    7,799,520.      MT  (+/- 180 meters Scaled)
 RL1396
 RL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS995719(NAD 83)
 RL1396
 RL1396                          SUPERSEDED SURVEY CONTROL
 RL1396
 RL1396  NGVD 29 (??/??/92)  338.851  (m)         1111.71   (f) ADJ UNCH    2 0
 RL1396
 RL1396.Superseded values are not recommended for survey control.
 RL1396
 RL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1396.See file dsdata.pdf to determine how the superseded data were derived.
 RL1396
 RL1396_MARKER: N = NAIL
 RL1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1396_SP_SET: HEMLOCK TREE ROOT
 RL1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1396
 RL1396  HISTORY     - Date     Condition        Report By
 RL1396  HISTORY     - UNK      MONUMENTED       USGS
 RL1396  HISTORY     - 1948     GOOD             CGS
 RL1396
 RL1396                          STATION DESCRIPTION
 RL1396
 RL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1396'8.1 MI NW FROM BERGLAND.
 RL1396'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1396'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 6.1 MILES NORTHWEST
 RL1396'ALONG A ROAD LEADING TO THE WHITE PINE EXTENSION MINE, AT AN
 RL1396'ABANDONED LOGGING CAMP, 85 FEET WEST OF THE SOUTHWEST CORNER
 RL1396'OF THE MOST WESTERLY BUILDING IN THE CAMP, 24 FEET NORTH OF
 RL1396'THE CENTER LINE OF THE ROAD AND SET IN THE EAST ROOT OF A 12-INCH
 RL1396'HEMLOCK TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0793 ***********************************************************************
 RL0793  DESIGNATION -  1112.1
 RL0793  PID         -  RL0793
 RL0793  STATE/COUNTY-  MI/ONTONAGON
 RL0793  COUNTRY     -  US
 RL0793  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0793
 RL0793                         *CURRENT SURVEY CONTROL
 RL0793  ______________________________________________________________________
 RL0793* NAD 83(1986) POSITION- 46 33 49.     (N) 089 10 43.     (W)   SCALED
 RL0793* NAVD 88 ORTHO HEIGHT -   338.943 (meters)     1112.02  (feet) ADJUSTED
 RL0793  ______________________________________________________________________
 RL0793  GEOID HEIGHT    -        -32.036 (meters)                     GEOID18
 RL0793  DYNAMIC HEIGHT  -        338.957 (meters)     1112.06  (feet) COMP
 RL0793  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 RL0793
 RL0793  VERT ORDER      -  SECOND    CLASS 0
 RL0793
 RL0793.The horizontal coordinates were scaled from a map and have
 RL0793.an estimated accuracy of +/- 6 seconds.
 RL0793
 RL0793.The orthometric height was determined by differential leveling and
 RL0793.adjusted by the NATIONAL GEODETIC SURVEY
 RL0793.in June 1991.
 RL0793
 RL0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0793.GEOID18 height accuracy estimate available here.
 RL0793
 RL0793.Click photographs - Photos may exist for this station.
 RL0793
 RL0793.The dynamic height is computed by dividing the NAVD 88
 RL0793.geopotential number by the normal gravity value computed on the
 RL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0793.degrees latitude (g = 980.6199 gals.).
 RL0793
 RL0793.The modeled gravity was interpolated from observed gravity values.
 RL0793
 RL0793;                    North         East    Units  Estimated Accuracy
 RL0793;SPC MI N     -   200,160.    7,833,000.      MT  (+/- 180 meters Scaled)
 RL0793
 RL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS330589(NAD 83)
 RL0793
 RL0793                          SUPERSEDED SURVEY CONTROL
 RL0793
 RL0793  NGVD 29 (??/??/92)  338.963  (m)         1112.08   (f) ADJ UNCH    2 0
 RL0793
 RL0793.Superseded values are not recommended for survey control.
 RL0793
 RL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0793.See file dsdata.pdf to determine how the superseded data were derived.
 RL0793
 RL0793_MARKER: N = NAIL
 RL0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0793_SP_SET: TWIN OAK TREE
 RL0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0793
 RL0793  HISTORY     - Date     Condition        Report By
 RL0793  HISTORY     - UNK      MONUMENTED       MIDH
 RL0793  HISTORY     - 1948     GOOD             CGS
 RL0793  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0793  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0793  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0793
 RL0793                          STATION DESCRIPTION
 RL0793
 RL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0793'2 MI N FROM BRUCES CROSSING.
 RL0793'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE
 RL0793'INTERSECTION OF STATE HIGHWAY 28 AT BRUCES CROSSING, AT AN
 RL0793'EAST-WEST CROSS ROAD, A COPPER NAIL AND WASHER SET IN THE
 RL0793'NORTHEAST ROOT OF A TWIN OAK TREE, 52 FEET WEST OF THE CENTER
 RL0793'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE
 RL0793'CROSS ROAD, 16 FEET WEST OF THE SOUTH END OF A PIPE CULVERT
 RL0793'UNDER CROSS ROAD, AND ABOUT LEVEL WITH THE GROUND.
 RL0793
 RL0793                          STATION RECOVERY (1987)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0793'MARK NOT FOUND.
 RL0793
 RL0793                          STATION RECOVERY (1996)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0793'MARK NOT FOUND.
 RL0793
 RL0793                          STATION RECOVERY (2001)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0793'TREE DESCRIBED IS GONE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0084 ***********************************************************************
 ME0084  DESIGNATION -  112 1/2
 ME0084  PID         -  ME0084
 ME0084  STATE/COUNTY-  MI/CASS
 ME0084  COUNTRY     -  US
 ME0084  USGS QUAD   -  EDWARDSBURG (2017)
 ME0084
 ME0084                         *CURRENT SURVEY CONTROL
 ME0084  ______________________________________________________________________
 ME0084* NAD 83(1986) POSITION- 41 46 31.     (N) 086 05 54.     (W)   SCALED
 ME0084* NAVD 88 ORTHO HEIGHT -   250.175 (meters)      820.78  (feet) ADJUSTED
 ME0084  ______________________________________________________________________
 ME0084  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 ME0084  DYNAMIC HEIGHT  -        250.082 (meters)      820.48  (feet) COMP
 ME0084  MODELED GRAVITY -    980,244.4   (mgal)                       NAVD 88
 ME0084
 ME0084  VERT ORDER      -  SECOND    CLASS 0
 ME0084
 ME0084.The horizontal coordinates were scaled from a map and have
 ME0084.an estimated accuracy of +/- 6 seconds.
 ME0084
 ME0084.The orthometric height was determined by differential leveling and
 ME0084.adjusted by the NATIONAL GEODETIC SURVEY
 ME0084.in June 1991.
 ME0084
 ME0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0084.GEOID18 height accuracy estimate available here.
 ME0084
 ME0084.Click photographs - Photos may exist for this station.
 ME0084
 ME0084.The dynamic height is computed by dividing the NAVD 88
 ME0084.geopotential number by the normal gravity value computed on the
 ME0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0084.degrees latitude (g = 980.6199 gals.).
 ME0084
 ME0084.The modeled gravity was interpolated from observed gravity values.
 ME0084
 ME0084;                    North         East    Units  Estimated Accuracy
 ME0084;SPC MI S     -    32,060.    3,856,020.      MT  (+/- 180 meters Scaled)
 ME0084
 ME0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM749252(NAD 83)
 ME0084
 ME0084                          SUPERSEDED SURVEY CONTROL
 ME0084
 ME0084  NGVD 29 (??/??/92)  250.303  (m)          821.20   (f) ADJ UNCH    2 0
 ME0084
 ME0084.Superseded values are not recommended for survey control.
 ME0084
 ME0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0084.See file dsdata.pdf to determine how the superseded data were derived.
 ME0084
 ME0084_MARKER: DB = BENCH MARK DISK
 ME0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0084_STAMPING: BM 112-1/2
 ME0084_MARK LOGO: GTWRR
 ME0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0084+STABILITY: SURFACE MOTION
 ME0084
 ME0084  HISTORY     - Date     Condition        Report By
 ME0084  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0084  HISTORY     - 1934     GOOD             CGS
 ME0084  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0084
 ME0084                          STATION DESCRIPTION
 ME0084
 ME0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0084'1.5 MI NE FROM GRANGER.
 ME0084'IN CASS COUNTY, MICHIGAN, 1.5 MILES NORTHEAST ALONG THE GRAND
 ME0084'TRUNK RAILWAY FROM GRANGER, ST. JOSEPH COUNTY, INDIANA, 24 FEET
 ME0084'NORTHWEST OF THE WEST RAIL, 1 FOOT SOUTHEAST OF THE WEST
 ME0084'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 ME0084'A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 112-1/2 AND
 ME0084'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0084'GROUND.
 ME0084
 ME0084                          STATION RECOVERY (1977)
 ME0084
 ME0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0154 ***********************************************************************
 OK0154  DESIGNATION -  112 1/2
 OK0154  PID         -  OK0154
 OK0154  STATE/COUNTY-  MI/IONIA
 OK0154  COUNTRY     -  US
 OK0154  USGS QUAD   -  HUBBARDSTON (2017)
 OK0154
 OK0154                         *CURRENT SURVEY CONTROL
 OK0154  ______________________________________________________________________
 OK0154* NAD 83(1986) POSITION- 43 00 07.     (N) 084 50 26.     (W)   SCALED
 OK0154* NAVD 88 ORTHO HEIGHT -   224.602 (meters)      736.88  (feet) ADJUSTED
 OK0154  ______________________________________________________________________
 OK0154  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 OK0154  DYNAMIC HEIGHT  -        224.548 (meters)      736.70  (feet) COMP
 OK0154  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 OK0154
 OK0154  VERT ORDER      -  SECOND    CLASS 0
 OK0154
 OK0154.The horizontal coordinates were scaled from a map and have
 OK0154.an estimated accuracy of +/- 6 seconds.
 OK0154
 OK0154.The orthometric height was determined by differential leveling and
 OK0154.adjusted by the NATIONAL GEODETIC SURVEY
 OK0154.in June 1991.
 OK0154
 OK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0154.GEOID18 height accuracy estimate available here.
 OK0154
 OK0154.Click photographs - Photos may exist for this station.
 OK0154
 OK0154.The dynamic height is computed by dividing the NAVD 88
 OK0154.geopotential number by the normal gravity value computed on the
 OK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0154.degrees latitude (g = 980.6199 gals.).
 OK0154
 OK0154.The modeled gravity was interpolated from observed gravity values.
 OK0154
 OK0154;                    North         East    Units  Estimated Accuracy
 OK0154;SPC MI S     -   166,940.    3,961,360.      MT  (+/- 180 meters Scaled)
 OK0154
 OK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN760632(NAD 83)
 OK0154
 OK0154                          SUPERSEDED SURVEY CONTROL
 OK0154
 OK0154  NGVD 29 (??/??/92)  224.739  (m)          737.33   (f) ADJ UNCH    2 0
 OK0154
 OK0154.Superseded values are not recommended for survey control.
 OK0154
 OK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0154.See file dsdata.pdf to determine how the superseded data were derived.
 OK0154
 OK0154_MARKER: Z = SEE DESCRIPTION
 OK0154_SETTING: 0 = UNSPECIFIED SETTING
 OK0154_STAMPING: BM 112 1/2
 OK0154
 OK0154  HISTORY     - Date     Condition        Report By
 OK0154  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0154  HISTORY     - 1934     GOOD             CGS
 OK0154  HISTORY     - 19940927 MARK NOT FOUND   LOCENG
 OK0154
 OK0154                          STATION DESCRIPTION
 OK0154
 OK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0154'0.3 MI E FROM PEWAMO.
 OK0154'IN CLINTON COUNTY, 0.3 MILE EAST ALONG THE GRAND TRUNK WESTERN
 OK0154'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 33 FEET NORTH
 OK0154'OF THE NORTH RAIL, 1.6 FEET SOUTH OF A FENCE, AND 2.5 FEET LOWER
 OK0154'THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 112 1/2 AND
 OK0154'SET IN THE TOP OF A CONCRETE POST.
 OK0154
 OK0154                          STATION RECOVERY (1994)
 OK0154
 OK0154'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5156 ***********************************************************************
 AA5156  DESIGNATION -  112 NORTHFIELD WEST
 AA5156  PID         -  AA5156
 AA5156  STATE/COUNTY-  MI/WASHTENAW
 AA5156  COUNTRY     -  US
 AA5156  USGS QUAD   -  HAMBURG (2017)
 AA5156
 AA5156                         *CURRENT SURVEY CONTROL
 AA5156  ______________________________________________________________________
 AA5156* NAD 83(2011) POSITION- 42 23 41.96032(N) 083 45 52.86768(W)   ADJUSTED
 AA5156* NAD 83(2011) ELLIP HT-   246.300 (meters)        (06/27/12)   ADJUSTED
 AA5156* NAD 83(2011) EPOCH   -  2010.00
 AA5156* NAVD 88 ORTHO HEIGHT -   279.9   (meters)      918.    (feet) GPS OBS
 AA5156  ______________________________________________________________________
 AA5156  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5156  GEOID HEIGHT    -         -33.48 (meters)                     GEOID93
 AA5156  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 AA5156  NAD 83(2011) X  -    512,400.440 (meters)                     COMP
 AA5156  NAD 83(2011) Y  - -4,689,802.122 (meters)                     COMP
 AA5156  NAD 83(2011) Z  -  4,278,273.361 (meters)                     COMP
 AA5156  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 AA5156
 AA5156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5156  Standards:
 AA5156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5156  -------------------------------------------------------------------
 AA5156  NETWORK   20.70  27.79           9.15   7.57  14.18      0.16919724
 AA5156  -------------------------------------------------------------------
 AA5156  Click here for local accuracies and other accuracy information.
 AA5156
 AA5156.The horizontal coordinates were established by GPS observations
 AA5156.and adjusted by the National Geodetic Survey in June 2012.
 AA5156
 AA5156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5156.been affixed to the stable North American tectonic plate. See 
 AA5156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5156
 AA5156.The horizontal coordinates are valid at the epoch date displayed above
 AA5156.which is a decimal equivalence of Year/Month/Day.
 AA5156
 AA5156.The orthometric height was determined by GPS observations and a
 AA5156.high-resolution geoid model.
 AA5156
 AA5156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5156.GEOID18 height accuracy estimate available here.
 AA5156
 AA5156.Click photographs - Photos may exist for this station.
 AA5156
 AA5156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5156
 AA5156.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5156
 AA5156.The ellipsoidal height was determined by GPS observations
 AA5156.and is referenced to NAD 83.
 AA5156
 AA5156. The following values were computed from the NAD 83(2011) position.
 AA5156
 AA5156;                    North         East     Units Scale Factor Converg.
 AA5156;SPC MI S     -    99,590.567 4,049,561.739   MT  0.99994322   +0 24 34.8
 AA5156;SPC MI S     -   326,740.71 13,285,963.71   iFT  0.99994322   +0 24 34.8
 AA5156;UTM  17      - 4,697,335.994   272,448.591   MT  1.00023713   -1 51 53.5
 AA5156
 AA5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5156!SPC MI S     -   0.99996137  x   0.99994322  =   0.99990460
 AA5156!UTM  17      -   0.99996137  x   1.00023713  =   1.00019849
 AA5156
 AA5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7244897335(NAD 83)
 AA5156
 AA5156                          SUPERSEDED SURVEY CONTROL
 AA5156
 AA5156  NAD 83(2007)-  42 23 41.96047(N)    083 45 52.86850(W) AD(2002.00) 0
 AA5156  ELLIP H (02/10/07)  246.316  (m)                       GP(2002.00)    
 AA5156  ELLIP H (07/12/02)  246.337  (m)                       GP(       ) 4 1
 AA5156  NAD 83(1994)-  42 23 41.95996(N)    083 45 52.86690(W) AD(       ) 1
 AA5156  ELLIP H (02/03/97)  246.382  (m)                       GP(       ) 4 1
 AA5156  NAD 83(1986)-  42 23 41.96385(N)    083 45 52.89094(W) AD(       ) 1
 AA5156
 AA5156.Superseded values are not recommended for survey control.
 AA5156
 AA5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5156.See file dsdata.pdf to determine how the superseded data were derived.
 AA5156
 AA5156_MARKER: DD = SURVEY DISK
 AA5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5156_STAMPING: 112
 AA5156_MARK LOGO: MI-161
 AA5156_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5156+STABILITY: SURFACE MOTION
 AA5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5156+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5156
 AA5156  HISTORY     - Date     Condition        Report By
 AA5156  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5156  HISTORY     - 20210421 MARK NOT FOUND   MI-161
 AA5156
 AA5156                          STATION DESCRIPTION
 AA5156
 AA5156'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5156'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW,
 AA5156'MICHIGAN,APPROXIMATELY 2.0 MI (3.2 KM) SOUTH OF WHITMORE LAKE, ON THE
 AA5156'SIX MILE ROAD OVERPASS AT U.S. 23 , IN THE NORTHEAST QUARTER OF
 AA5156'SECTION 18, TOWNSHIP 1 SOUTH, RANGE 6 EAST, NORTHFIELD TOWNSHIP. TO
 AA5156'REACH THE STATION FROM THE INTERSECTION OF U.S. 23 AND M-14,
 AA5156'APPROXIMATELY 3.5 MI (5.6 KM) NORTH OF ANN ARBOR, PROCEED NORTH ON
 AA5156'U.S. 23 FOR 5.0 MI (8.0 KM) TO THE SIX MILE ROAD INTERCHANGE. EXIT
 AA5156'U.S. 23 TO THE STOP SIGN AT THE END OF THE EXIT RAMP, AND THE
 AA5156'INTERSECTION WITH SIX MILE ROAD. TURN LEFT AND PROCEED WEST ON THE
 AA5156'OVERPASS ROAD TO THE STATION ON THE RIGHT, JUST PAST THE BRIDGE. THE
 AA5156'STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE
 AA5156'CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY REMONUMENTATION
 AA5156'GEODETIC CONTROL 112'. THE DISK IS LOCATED ON THE NORTH SIDE OF SIX
 AA5156'MILE ROAD, JUST WEST OF THE ONTERSTATE OVERPASS GUARDRAIL, AND
 AA5156'APPROXIMATELY 6.0 FT (1.8 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT
 AA5156'OF THE SIX MILE ROAD.
 AA5156
 AA5156                          STATION RECOVERY (2021)
 AA5156
 AA5156'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 AA5156'MARK NOT FOUND.  MARK WAS SEARCHED FOR USING PUBLISHED COORDINATES, AS
 AA5156'WELL AS PREVIOUS SURVEYED MEASUREMENTS.  THIS LOCATION PUTS THE MARK
 AA5156'IN THE ASPHALT OF SIX MILE ROAD, AS RECONSTRUCTED DURING THE US 23
 AA5156'FLEX ROUTE RECONSTRUCTION PROJECT.  MARK IS ASSUMED, BUT NOT VERIFIED,
 AA5156'AS DESTROYED.  MARK WAS SEARCHED FOR AS PART OF THE GPS ON BENCHMARKS
 AA5156'CAMPAIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3838 ***********************************************************************
 AA3838  DESIGNATION -  11200
 AA3838  PID         -  AA3838
 AA3838  STATE/COUNTY-  MI/BERRIEN
 AA3838  COUNTRY     -  US
 AA3838  USGS QUAD   -  COLOMA (2017)
 AA3838
 AA3838                         *CURRENT SURVEY CONTROL
 AA3838  ______________________________________________________________________
 AA3838* NAD 83(2011) POSITION- 42 10 38.51170(N) 086 16 57.79302(W)   ADJUSTED
 AA3838* NAD 83(2011) ELLIP HT-   193.380 (meters)        (06/27/12)   ADJUSTED
 AA3838* NAD 83(2011) EPOCH   -  2010.00
 AA3838* NAVD 88 ORTHO HEIGHT -   227.0   (meters)      745.    (feet) GPS OBS
 AA3838  ______________________________________________________________________
 AA3838  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3838  GEOID HEIGHT    -         -33.34 (meters)                     GEOID93
 AA3838  GEOID HEIGHT    -        -33.562 (meters)                     GEOID18
 AA3838  NAD 83(2011) X  -    306,916.607 (meters)                     COMP
 AA3838  NAD 83(2011) Y  - -4,723,977.584 (meters)                     COMP
 AA3838  NAD 83(2011) Z  -  4,260,353.758 (meters)                     COMP
 AA3838  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC18
 AA3838
 AA3838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3838  Standards:
 AA3838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3838  -------------------------------------------------------------------
 AA3838  NETWORK    5.40   3.82           1.64   2.46   1.95      0.51686938
 AA3838  -------------------------------------------------------------------
 AA3838  Click here for local accuracies and other accuracy information.
 AA3838
 AA3838.The horizontal coordinates were established by GPS observations
 AA3838.and adjusted by the National Geodetic Survey in June 2012.
 AA3838
 AA3838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3838.been affixed to the stable North American tectonic plate. See 
 AA3838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3838
 AA3838.The horizontal coordinates are valid at the epoch date displayed above
 AA3838.which is a decimal equivalence of Year/Month/Day.
 AA3838
 AA3838.The orthometric height was determined by GPS observations and a
 AA3838.high-resolution geoid model.
 AA3838
 AA3838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3838.GEOID18 height accuracy estimate available here.
 AA3838
 AA3838.Click photographs - Photos may exist for this station.
 AA3838
 AA3838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3838
 AA3838.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3838
 AA3838.The ellipsoidal height was determined by GPS observations
 AA3838.and is referenced to NAD 83.
 AA3838
 AA3838. The following values were computed from the NAD 83(2011) position.
 AA3838
 AA3838;                    North         East     Units Scale Factor Converg.
 AA3838;SPC MI S     -    77,042.050 3,841,711.515   MT  0.99998258   -1 18 14.1
 AA3838;SPC MI S     -   252,762.63 12,604,040.40   iFT  0.99998258   -1 18 14.1
 AA3838;UTM  16      - 4,669,718.064   559,238.309   MT  0.99964318   +0 28 53.8
 AA3838
 AA3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3838!SPC MI S     -   0.99996967  x   0.99998258  =   0.99995225
 AA3838!UTM  16      -   0.99996967  x   0.99964318  =   0.99961286
 AA3838
 AA3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5923869718(NAD 83)
 AA3838
 AA3838                          SUPERSEDED SURVEY CONTROL
 AA3838
 AA3838  NAD 83(2007)-  42 10 38.51210(N)    086 16 57.79381(W) AD(2002.00) 0
 AA3838  ELLIP H (02/10/07)  193.406  (m)                       GP(2002.00)    
 AA3838  ELLIP H (07/17/02)  193.415  (m)                       GP(       ) 4 1
 AA3838  NAD 83(1994)-  42 10 38.51139(N)    086 16 57.79349(W) AD(       ) 1
 AA3838  ELLIP H (02/03/97)  193.439  (m)                       GP(       ) 4 1
 AA3838  NAD 83(1991)-  42 10 38.51281(N)    086 16 57.80364(W) AD(       ) 1
 AA3838
 AA3838.Superseded values are not recommended for survey control.
 AA3838
 AA3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3838.See file dsdata.pdf to determine how the superseded data were derived.
 AA3838
 AA3838_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3838_STAMPING: 11200 1991
 AA3838_MARK LOGO: MIDT
 AA3838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3838+STABILITY: SURFACE MOTION
 AA3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3838+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2020
 AA3838
 AA3838  HISTORY     - Date     Condition        Report By
 AA3838  HISTORY     - 1991     MONUMENTED       MIDT
 AA3838  HISTORY     - 20151201 GOOD             INDIV
 AA3838  HISTORY     - 20201203 GOOD             MIDT
 AA3838
 AA3838                          STATION DESCRIPTION
 AA3838
 AA3838'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3838'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHWEST 1/4,
 AA3838'SECTION 27, T-3-S, R-17-W, WATERVLIET TOWNSHIP AND ON THE COLOMA
 AA3838'QUADRANGLE MAP.  IT IS ABOUT 18 MILES (29.0 KM) NORTHWEST FROM
 AA3838'DECATUR, 8-1/4 MILES NORTHEAST FRON BENTON HARBOR, 1-1/2 MILES
 AA3838'SOUTHEAST FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY.
 AA3838'TO REACH FROM THE INTERSTATE HIGHWAY I-94 AND STATE HIGHWAY M-140
 AA3838'INTERCHANGE, EXIT 41 AT THE SOUTH SIDE OF WATERVLIET, GO WEST ON I-94
 AA3838'FOR 1.06 MILES (1.71 KM) TO STATION ON RIGHT, ABOUT 250 FEET (76.2 M)
 AA3838'WEST OF HIGHWAY BRIDGE OVER HENNESSY ROAD. STATION IS SET FLUSH WITH
 AA3838'GROUND  IT IS 63.0 FT (19.2 M) NORTH FROM CENTERLINE OF WESTBOUND
 AA3838'ROADWAY, 39.0 FT (11.9 M) SOUTH FROM RIGHT-OF-WAY FENCE, 32.2 FT (9.8
 AA3838'M) SOUTHWEST FROM ELM TREE AND 2.5 FT (0.8 M) WEST FROM METAL WITNESS
 AA3838'POST WITH SIGN.
 AA3838
 AA3838                          STATION RECOVERY (2015)
 AA3838
 AA3838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HEI)
 AA3838'RECOVERED IN GOOD CONDITION.
 AA3838
 AA3838                          STATION RECOVERY (2020)
 AA3838
 AA3838'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AA3838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3839 ***********************************************************************
 AA3839  DESIGNATION -  11201
 AA3839  PID         -  AA3839
 AA3839  STATE/COUNTY-  MI/BERRIEN
 AA3839  COUNTRY     -  US
 AA3839  USGS QUAD   -  COLOMA (2017)
 AA3839
 AA3839                         *CURRENT SURVEY CONTROL
 AA3839  ______________________________________________________________________
 AA3839* NAD 83(2011) POSITION- 42 10 30.23644(N) 086 18 41.26333(W)   ADJUSTED
 AA3839* NAD 83(2011) ELLIP HT-   174.632 (meters)        (06/27/12)   ADJUSTED
 AA3839* NAD 83(2011) EPOCH   -  2010.00
 AA3839* NAVD 88 ORTHO HEIGHT -   208.3   (meters)      683.    (feet) GPS OBS
 AA3839  ______________________________________________________________________
 AA3839  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3839  GEOID HEIGHT    -         -33.38 (meters)                     GEOID93
 AA3839  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 AA3839  NAD 83(2011) X  -    304,556.976 (meters)                     COMP
 AA3839  NAD 83(2011) Y  - -4,724,288.167 (meters)                     COMP
 AA3839  NAD 83(2011) Z  -  4,260,151.944 (meters)                     COMP
 AA3839  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 AA3839
 AA3839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3839  Standards:
 AA3839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3839  -------------------------------------------------------------------
 AA3839  NETWORK    5.43   3.92           1.66   2.47   2.00      0.51662875
 AA3839  -------------------------------------------------------------------
 AA3839  Click here for local accuracies and other accuracy information.
 AA3839
 AA3839.The horizontal coordinates were established by GPS observations
 AA3839.and adjusted by the National Geodetic Survey in June 2012.
 AA3839
 AA3839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3839.been affixed to the stable North American tectonic plate. See 
 AA3839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3839
 AA3839.The horizontal coordinates are valid at the epoch date displayed above
 AA3839.which is a decimal equivalence of Year/Month/Day.
 AA3839
 AA3839.The orthometric height was determined by GPS observations and a
 AA3839.high-resolution geoid model.
 AA3839
 AA3839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3839.GEOID18 height accuracy estimate available here.
 AA3839
 AA3839.Click photographs - Photos may exist for this station.
 AA3839
 AA3839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3839
 AA3839.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3839
 AA3839.The ellipsoidal height was determined by GPS observations
 AA3839.and is referenced to NAD 83.
 AA3839
 AA3839. The following values were computed from the NAD 83(2011) position.
 AA3839
 AA3839;                    North         East     Units Scale Factor Converg.
 AA3839;SPC MI S     -    76,841.234 3,839,331.631   MT  0.99998307   -1 19 24.6
 AA3839;SPC MI S     -   252,103.79 12,596,232.39   iFT  0.99998307   -1 19 24.6
 AA3839;UTM  16      - 4,669,443.280   556,866.649   MT  0.99963979   +0 27 44.3
 AA3839
 AA3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3839!SPC MI S     -   0.99997261  x   0.99998307  =   0.99995568
 AA3839!UTM  16      -   0.99997261  x   0.99963979  =   0.99961241
 AA3839
 AA3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5686669443(NAD 83)
 AA3839
 AA3839                          SUPERSEDED SURVEY CONTROL
 AA3839
 AA3839  NAD 83(2007)-  42 10 30.23685(N)    086 18 41.26413(W) AD(2002.00) 0
 AA3839  ELLIP H (02/10/07)  174.658  (m)                       GP(2002.00)    
 AA3839  ELLIP H (07/17/02)  174.667  (m)                       GP(       ) 4 1
 AA3839  NAD 83(1994)-  42 10 30.23614(N)    086 18 41.26381(W) AD(       ) 1
 AA3839  ELLIP H (02/03/97)  174.691  (m)                       GP(       ) 4 1
 AA3839  NAD 83(1991)-  42 10 30.23755(N)    086 18 41.27395(W) AD(       ) 1
 AA3839
 AA3839.Superseded values are not recommended for survey control.
 AA3839
 AA3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3839.See file dsdata.pdf to determine how the superseded data were derived.
 AA3839
 AA3839_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3839_STAMPING: 11201 1991
 AA3839_MARK LOGO: MIDT
 AA3839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3839+STABILITY: SURFACE MOTION
 AA3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3839+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA3839
 AA3839  HISTORY     - Date     Condition        Report By
 AA3839  HISTORY     - 1991     MONUMENTED       MIDT
 AA3839  HISTORY     - 20230221 MARK NOT FOUND   MIDT
 AA3839
 AA3839                          STATION DESCRIPTION
 AA3839
 AA3839'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3839'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHWEST 1/4,
 AA3839'SECTION 29, T-3-S, R-17-W, WATERVLIET TOWNSHIP AND ON THE COLOMA
 AA3839'QUADRANGLE MAP.  IT IS ABOUT 10-1/2 MILES NORTHEAST FROM BENTON
 AA3839'HARBOR, 3 MILES (4.8 KM) SOUTHWEST FROM WATERVLIET, 3/4 MILE SOUTHWEST
 AA3839'FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3839'FROM THE INTERSTATE HIGHWAY I-94 AND FRIDAY ROAD INTERCHANGE, EXIT 39
 AA3839'AT THE SOUTH SIDE OF COLOMA, GO WEST 0.3 MILES (0.5 KM) TO STATION ON
 AA3839'THE RIGHT. STATION IS SET FLUSH WITH THE GROUND.  IT IS 67.0 FT (20.4
 AA3839'M) SOUTHEAST FROM RIGHT-OF-WAY FENCE, 43.2 FT (13.2 M) SOUTHWEST FROM
 AA3839'DELINEATOR POST, 36.8 FT (11.2 M) NORTHWEST FROM THE CENTERLINE OF
 AA3839'WESTBOUND ROADWAY AND 8.0 FT (2.4 M) SOUTHEAST FROM METAL WITNESS POST
 AA3839'WITH SIGN.
 AA3839
 AA3839                          STATION RECOVERY (2023)
 AA3839
 AA3839'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3839'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3840 ***********************************************************************
 AA3840  DESIGNATION -  11202
 AA3840  PID         -  AA3840
 AA3840  STATE/COUNTY-  MI/BERRIEN
 AA3840  COUNTRY     -  US
 AA3840  USGS QUAD   -  BENTON HARBOR (2017)
 AA3840
 AA3840                         *CURRENT SURVEY CONTROL
 AA3840  ______________________________________________________________________
 AA3840* NAD 83(2011) POSITION- 42 03 58.04745(N) 086 26 24.51269(W)   ADJUSTED
 AA3840* NAD 83(2011) ELLIP HT-   158.596 (meters)        (06/27/12)   ADJUSTED
 AA3840* NAD 83(2011) EPOCH   -  2010.00
 AA3840* NAVD 88 ORTHO HEIGHT -   192.4   (meters)      631.    (feet) GPS OBS
 AA3840  ______________________________________________________________________
 AA3840  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3840  GEOID HEIGHT    -         -33.58 (meters)                     GEOID93
 AA3840  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 AA3840  NAD 83(2011) X  -    294,449.156 (meters)                     COMP
 AA3840  NAD 83(2011) Y  - -4,733,048.815 (meters)                     COMP
 AA3840  NAD 83(2011) Z  -  4,251,165.421 (meters)                     COMP
 AA3840  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 AA3840
 AA3840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3840  Standards:
 AA3840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3840  -------------------------------------------------------------------
 AA3840  NETWORK    1.09   1.33           0.47   0.38   0.68      0.48320605
 AA3840  -------------------------------------------------------------------
 AA3840  Click here for local accuracies and other accuracy information.
 AA3840
 AA3840.The horizontal coordinates were established by GPS observations
 AA3840.and adjusted by the National Geodetic Survey in June 2012.
 AA3840
 AA3840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3840.been affixed to the stable North American tectonic plate. See 
 AA3840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3840
 AA3840.The horizontal coordinates are valid at the epoch date displayed above
 AA3840.which is a decimal equivalence of Year/Month/Day.
 AA3840
 AA3840.The orthometric height was determined by GPS observations and a
 AA3840.high-resolution geoid model.
 AA3840
 AA3840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3840.GEOID18 height accuracy estimate available here.
 AA3840
 AA3840.Click photographs - Photos may exist for this station.
 AA3840
 AA3840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3840
 AA3840.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3840
 AA3840.The ellipsoidal height was determined by GPS observations
 AA3840.and is referenced to NAD 83.
 AA3840
 AA3840. The following values were computed from the NAD 83(2011) position.
 AA3840
 AA3840;                    North         East     Units Scale Factor Converg.
 AA3840;SPC MI S     -    64,997.915 3,828,404.863   MT  1.00000819   -1 24 39.8
 AA3840;SPC MI S     -   213,247.75 12,560,383.41   iFT  1.00000819   -1 24 39.8
 AA3840;UTM  16      - 4,657,269.589   546,318.117   MT  0.99962640   +0 22 30.4
 AA3840
 AA3840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3840!SPC MI S     -   0.99997513  x   1.00000819  =   0.99998332
 AA3840!UTM  16      -   0.99997513  x   0.99962640  =   0.99960154
 AA3840
 AA3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4631857269(NAD 83)
 AA3840
 AA3840                          SUPERSEDED SURVEY CONTROL
 AA3840
 AA3840  NAD 83(2007)-  42 03 58.04797(N)    086 26 24.51308(W) AD(2002.00) 0
 AA3840  ELLIP H (02/10/07)  158.624  (m)                       GP(2002.00)    
 AA3840  ELLIP H (07/17/02)  158.626  (m)                       GP(       ) 4 1
 AA3840  NAD 83(1994)-  42 03 58.04702(N)    086 26 24.51260(W) AD(       ) 1
 AA3840  ELLIP H (02/03/97)  158.658  (m)                       GP(       ) 4 1
 AA3840  NAD 83(1991)-  42 03 58.04864(N)    086 26 24.52253(W) AD(       ) 1
 AA3840
 AA3840.Superseded values are not recommended for survey control.
 AA3840
 AA3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3840.See file dsdata.pdf to determine how the superseded data were derived.
 AA3840
 AA3840_MARKER: DD = SURVEY DISK
 AA3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3840_STAMPING: 11202 1992
 AA3840_MARK LOGO: MIDT
 AA3840_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3840+STABILITY: SURFACE MOTION
 AA3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3840+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2021
 AA3840
 AA3840  HISTORY     - Date     Condition        Report By
 AA3840  HISTORY     - 1992     MONUMENTED       MIDT
 AA3840  HISTORY     - 20210203 GOOD             MIDT
 AA3840
 AA3840                          STATION DESCRIPTION
 AA3840
 AA3840'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3840'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3840'SECTION 6, T-5-S, R-18-W, SODUS TOWNSHIP AND ON THE BENTON HARBOR
 AA3840'QUADRANGLE MAP.  IT IS ABOUT 5-1/2 MILES NORTHEAST FROM STEVENSVILLE,
 AA3840'3-1/2 MILES SOUTHEAST FROM ST. JOSEPH, 1-1/2 MILES NORTH FROM
 AA3840'SCOTTDALE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF
 AA3840'INTERSTATE HIGHWAY 94, EXIT 27 WITH NILES AVE WHICH IS ALSO STATE
 AA3840'HIGHWAY 63, AND WAS OLD U.S. HIGHWAY 33, AT THE SOUTHEAST SIDE OF
 AA3840'BENTON ARBOR, GO EAST ON I-94 FOR 1.1 MI (1.8 KM) TO I-94 MILE MARKER
 AA3840'SIGN 28 AND THE STATION ON RIGHT. STATION IS 145.2 FT (44.3 M) EAST
 AA3840'FROM MILE MARKER 28 SIGN, 38 FT (11.6 M) NORTH 30 DEGREES WEST FROM A
 AA3840'RIGHT-OF-WAY FENCE, 43.7 FT (13.3 M) SOUTH 30 DEGREES EAST FROM EDGE
 AA3840'OF EAST BOUND BIT PAVEMENT AND 1.6 FT (0.5 M) WEST FROM A METAL
 AA3840'WITNESS POST WITH SIGN.
 AA3840
 AA3840                          STATION RECOVERY (2021)
 AA3840
 AA3840'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 AA3840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3841 ***********************************************************************
 AA3841  DESIGNATION -  11203
 AA3841  PID         -  AA3841
 AA3841  STATE/COUNTY-  MI/BERRIEN
 AA3841  COUNTRY     -  US
 AA3841  USGS QUAD   -  BENTON HARBOR (2017)
 AA3841
 AA3841                         *CURRENT SURVEY CONTROL
 AA3841  ______________________________________________________________________
 AA3841* NAD 83(2011) POSITION- 42 03 28.70971(N) 086 27 33.89543(W)   ADJUSTED
 AA3841* NAD 83(2011) ELLIP HT-   166.520 (meters)        (06/27/12)   ADJUSTED
 AA3841* NAD 83(2011) EPOCH   -  2010.00
 AA3841* NAVD 88 ORTHO HEIGHT -   200.4   (meters)      657.    (feet) GPS OBS
 AA3841  ______________________________________________________________________
 AA3841  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3841  GEOID HEIGHT    -         -33.60 (meters)                     GEOID93
 AA3841  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 AA3841  NAD 83(2011) X  -    292,894.864 (meters)                     COMP
 AA3841  NAD 83(2011) Y  - -4,733,758.740 (meters)                     COMP
 AA3841  NAD 83(2011) Z  -  4,250,498.683 (meters)                     COMP
 AA3841  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 AA3841
 AA3841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3841  Standards:
 AA3841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3841  -------------------------------------------------------------------
 AA3841  NETWORK    1.15   1.45           0.50   0.40   0.74      0.47096264
 AA3841  -------------------------------------------------------------------
 AA3841  Click here for local accuracies and other accuracy information.
 AA3841
 AA3841.The horizontal coordinates were established by GPS observations
 AA3841.and adjusted by the National Geodetic Survey in June 2012.
 AA3841
 AA3841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3841.been affixed to the stable North American tectonic plate. See 
 AA3841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3841
 AA3841.The horizontal coordinates are valid at the epoch date displayed above
 AA3841.which is a decimal equivalence of Year/Month/Day.
 AA3841
 AA3841.The orthometric height was determined by GPS observations and a
 AA3841.high-resolution geoid model.
 AA3841
 AA3841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3841.GEOID18 height accuracy estimate available here.
 AA3841
 AA3841.Click photographs - Photos may exist for this station.
 AA3841
 AA3841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3841
 AA3841.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3841
 AA3841.The ellipsoidal height was determined by GPS observations
 AA3841.and is referenced to NAD 83.
 AA3841
 AA3841. The following values were computed from the NAD 83(2011) position.
 AA3841
 AA3841;                    North         East     Units Scale Factor Converg.
 AA3841;SPC MI S     -    64,132.462 3,826,787.713   MT  1.00001021   -1 25 27.0
 AA3841;SPC MI S     -   210,408.34 12,555,077.80   iFT  1.00001021   -1 25 27.0
 AA3841;UTM  16      - 4,656,354.500   544,729.340   MT  0.99962462   +0 21 43.7
 AA3841
 AA3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3841!SPC MI S     -   0.99997388  x   1.00001021  =   0.99998409
 AA3841!UTM  16      -   0.99997388  x   0.99962462  =   0.99959851
 AA3841
 AA3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4472956354(NAD 83)
 AA3841
 AA3841                          SUPERSEDED SURVEY CONTROL
 AA3841
 AA3841  NAD 83(2007)-  42 03 28.71023(N)    086 27 33.89582(W) AD(2002.00) 0
 AA3841  ELLIP H (02/10/07)  166.548  (m)                       GP(2002.00)    
 AA3841  ELLIP H (07/17/02)  166.550  (m)                       GP(       ) 4 1
 AA3841  NAD 83(1994)-  42 03 28.70928(N)    086 27 33.89534(W) AD(       ) 1
 AA3841  ELLIP H (02/03/97)  166.582  (m)                       GP(       ) 4 1
 AA3841  NAD 83(1991)-  42 03 28.71090(N)    086 27 33.90527(W) AD(       ) 1
 AA3841
 AA3841.Superseded values are not recommended for survey control.
 AA3841
 AA3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3841.See file dsdata.pdf to determine how the superseded data were derived.
 AA3841
 AA3841_MARKER: DD = SURVEY DISK
 AA3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3841_STAMPING: 11203 1992
 AA3841_MARK LOGO: MIDT
 AA3841_PROJECTION: PROJECTING 2 CENTIMETERS
 AA3841_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3841+STABILITY: SURFACE MOTION
 AA3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3841+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 AA3841
 AA3841  HISTORY     - Date     Condition        Report By
 AA3841  HISTORY     - 1992     MONUMENTED       MIDT
 AA3841  HISTORY     - 20230228 GOOD             MIDT
 AA3841
 AA3841                          STATION DESCRIPTION
 AA3841
 AA3841'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3841'STATION IS LOCATED IN QUAD. 420862.  IT IS IN THE NORTHEAST 1/4 OF
 AA3841'SECTION 12, T-5-S, R-19-W, LINCOLN TOWNSHIP AND ON THE BENTON HARBOR
 AA3841'QUADRANGLE MAP.  IT IS 4-1/2 MILES NORTHEAST FROM STEVENSVILLE, 3-1/2
 AA3841'MILES SOUTHEAST FROM ST. JOSEPH, 1-1/4 MILES NORTHWEST FROM SCOTTDALE
 AA3841'AND ON HIGHWAY RIGHT-OF-WAY. THE STATION IS IN THE SOUTHWEST QUADRANT
 AA3841'OF THE EAST BOUND ENTRANCE RAMP TO INTERSTATE HIGHWAY 94, AT THE
 AA3841'JUNCTION OF INTERSTATE HIGHWAY 94 AND NILES AVE (STATE HIGHWAY 63,
 AA3841'(OLD U.S. HIGHWAY 33), EXIT 27 AT THE SOUTHEAST SIDE OF BENTON HARBOR.
 AA3841'IT IS 77 FT (23.5 M) SOUTH FROM THE SOUTH EDGE OF CONCRETE OF EAST
 AA3841'BOUND LANES OF I-94, 52.5 FT (16.0 M) NORTHWEST FROM THE NORTHWEST
 AA3841'EDGE OF CONCRETE OF THE I-94 ENTRANCE RAMP AND 1.7 FT (0.5 M) SOUTH
 AA3841'FROM A METAL WITNESS POST WITH SIGN.
 AA3841
 AA3841                          STATION RECOVERY (2023)
 AA3841
 AA3841'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3842 ***********************************************************************
 AA3842  DESIGNATION -  11204
 AA3842  PID         -  AA3842
 AA3842  STATE/COUNTY-  MI/BERRIEN
 AA3842  COUNTRY     -  US
 AA3842  USGS QUAD   -  STEVENSVILLE (2017)
 AA3842
 AA3842                         *CURRENT SURVEY CONTROL
 AA3842  ______________________________________________________________________
 AA3842* NAD 83(2011) POSITION- 42 01 55.83431(N) 086 30 42.34660(W)   ADJUSTED
 AA3842* NAD 83(2011) ELLIP HT-   167.039 (meters)        (06/27/12)   ADJUSTED
 AA3842* NAD 83(2011) EPOCH   -  2010.00
 AA3842* NAVD 88 ORTHO HEIGHT -   201.0   (meters)      659.    (feet) GPS OBS
 AA3842  ______________________________________________________________________
 AA3842  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3842  GEOID HEIGHT    -         -33.66 (meters)                     GEOID93
 AA3842  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 AA3842  NAD 83(2011) X  -    288,686.598 (meters)                     COMP
 AA3842  NAD 83(2011) Y  - -4,735,940.359 (meters)                     COMP
 AA3842  NAD 83(2011) Z  -  4,248,370.950 (meters)                     COMP
 AA3842  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 AA3842
 AA3842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3842  Standards:
 AA3842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3842  -------------------------------------------------------------------
 AA3842  NETWORK    1.35   1.57           0.57   0.48   0.80      0.56382148
 AA3842  -------------------------------------------------------------------
 AA3842  Click here for local accuracies and other accuracy information.
 AA3842
 AA3842.The horizontal coordinates were established by GPS observations
 AA3842.and adjusted by the National Geodetic Survey in June 2012.
 AA3842
 AA3842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3842.been affixed to the stable North American tectonic plate. See 
 AA3842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3842
 AA3842.The horizontal coordinates are valid at the epoch date displayed above
 AA3842.which is a decimal equivalence of Year/Month/Day.
 AA3842
 AA3842.The orthometric height was determined by GPS observations and a
 AA3842.high-resolution geoid model.
 AA3842
 AA3842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3842.GEOID18 height accuracy estimate available here.
 AA3842
 AA3842.Click photographs - Photos may exist for this station.
 AA3842
 AA3842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3842
 AA3842.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3842
 AA3842.The ellipsoidal height was determined by GPS observations
 AA3842.and is referenced to NAD 83.
 AA3842
 AA3842. The following values were computed from the NAD 83(2011) position.
 AA3842
 AA3842;                    North         East     Units Scale Factor Converg.
 AA3842;SPC MI S     -    61,376.825 3,822,382.943   MT  1.00001675   -1 27 35.3
 AA3842;SPC MI S     -   201,367.54 12,540,626.45   iFT  1.00001675   -1 27 35.3
 AA3842;UTM  16      - 4,653,464.013   540,414.307   MT  0.99962010   +0 19 36.8
 AA3842
 AA3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3842!SPC MI S     -   0.99997380  x   1.00001675  =   0.99999055
 AA3842!UTM  16      -   0.99997380  x   0.99962010  =   0.99959391
 AA3842
 AA3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4041453464(NAD 83)
 AA3842
 AA3842                          SUPERSEDED SURVEY CONTROL
 AA3842
 AA3842  NAD 83(2007)-  42 01 55.83484(N)    086 30 42.34699(W) AD(2002.00) 0
 AA3842  ELLIP H (02/10/07)  167.066  (m)                       GP(2002.00)    
 AA3842  ELLIP H (07/17/02)  167.069  (m)                       GP(       ) 4 1
 AA3842  NAD 83(1994)-  42 01 55.83388(N)    086 30 42.34652(W) AD(       ) 1
 AA3842  ELLIP H (02/03/97)  167.101  (m)                       GP(       ) 4 1
 AA3842  NAD 83(1986)-  42 01 55.83549(N)    086 30 42.35644(W) AD(       ) 1
 AA3842
 AA3842.Superseded values are not recommended for survey control.
 AA3842
 AA3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3842.See file dsdata.pdf to determine how the superseded data were derived.
 AA3842
 AA3842_MARKER: DD = SURVEY DISK
 AA3842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3842_STAMPING: 11204 1992
 AA3842_MARK LOGO: MIDT
 AA3842_PROJECTION: FLUSH
 AA3842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3842+STABILITY: SURFACE MOTION
 AA3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3842+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 AA3842
 AA3842  HISTORY     - Date     Condition        Report By
 AA3842  HISTORY     - 1992     MONUMENTED       MIDT
 AA3842  HISTORY     - 20130402 GOOD             SPALD
 AA3842  HISTORY     - 20230228 GOOD             MIDT
 AA3842
 AA3842                          STATION DESCRIPTION
 AA3842
 AA3842'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3842'STATION IS LOCATED IN QUAD. 420863.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3842'SECTION 16, T-5-S, R-18-W, LINCOLN TOWNSHIP AND ON THE STEVENSVILLE
 AA3842'QUADRANGLE MAP.  IT IS ABOUT 3-1/2 MILES SOUTHEAST FROM ST JOSEPH, 4
 AA3842'MILES (6.4 KM) WEST FROM SCOTTDALE, 1 MILE (1.6 KM) NORTHERLY FROM
 AA3842'STEVENSVILLE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION
 AA3842'OF INTERSTATE HIGHWAY 94 AND RED ARROW HIGHWAY (BUSINESS LOOP 94)
 AA3842'INTERCHANGE (EXIT 23), GO EAST BOUND ON INTERSTATE HIGHWAY 94 ENTRANCE
 AA3842'RAMP FOR 0.3 MI (0.5 KM) TO STATION ON LEFT IN THE SOUTHEAST QUADRANT
 AA3842'OF INTERCHANGE. STATION IS SET FLUSH WITH THE GROUND.  IT IS 44 FT
 AA3842'(13.4 M) SOUTHWEST FROM A HIGHWAY MERGE SYMBOL SIGN, 30.5 FT (9.3 M)
 AA3842'SOUTH FROM THE SOUTH EDGE OF CONCRETE OF EAST BOUND LANE OF INTERSTATE
 AA3842'HIGHWAY 94, 19 FT (5.8 M) NORTHWEST FROM THE NORTHWEST EDGE OF
 AA3842'CONCRETE OF THE ENTRANCE RAMP AND 1.8 FT (0.5 M) SOUTHWEST FROM A
 AA3842'METAL WITNESS POST WITH SIGN.
 AA3842
 AA3842                          STATION RECOVERY (2013)
 AA3842
 AA3842'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (MA)
 AA3842'RECOVERED IN GOOD CONDITION.
 AA3842
 AA3842                          STATION RECOVERY (2023)
 AA3842
 AA3842'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3843 ***********************************************************************
 AA3843  DESIGNATION -  11205
 AA3843  PID         -  AA3843
 AA3843  STATE/COUNTY-  MI/BERRIEN
 AA3843  COUNTRY     -  US
 AA3843  USGS QUAD   -  STEVENSVILLE (2017)
 AA3843
 AA3843                         *CURRENT SURVEY CONTROL
 AA3843  ______________________________________________________________________
 AA3843* NAD 83(2011) POSITION- 42 01 29.84399(N) 086 31 33.76362(W)   ADJUSTED
 AA3843* NAD 83(2011) ELLIP HT-   166.134 (meters)        (06/27/12)   ADJUSTED
 AA3843* NAD 83(2011) EPOCH   -  2010.00
 AA3843* NAVD 88 ORTHO HEIGHT -   200.1   (meters)      656.    (feet) GPS OBS
 AA3843  ______________________________________________________________________
 AA3843  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3843  GEOID HEIGHT    -         -33.67 (meters)                     GEOID93
 AA3843  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 AA3843  NAD 83(2011) X  -    287,538.521 (meters)                     COMP
 AA3843  NAD 83(2011) Y  - -4,736,547.405 (meters)                     COMP
 AA3843  NAD 83(2011) Z  -  4,247,774.667 (meters)                     COMP
 AA3843  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 AA3843
 AA3843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3843  Standards:
 AA3843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3843  -------------------------------------------------------------------
 AA3843  NETWORK    1.37   1.59           0.58   0.48   0.81      0.55935961
 AA3843  -------------------------------------------------------------------
 AA3843  Click here for local accuracies and other accuracy information.
 AA3843
 AA3843.The horizontal coordinates were established by GPS observations
 AA3843.and adjusted by the National Geodetic Survey in June 2012.
 AA3843
 AA3843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3843.been affixed to the stable North American tectonic plate. See 
 AA3843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3843
 AA3843.The horizontal coordinates are valid at the epoch date displayed above
 AA3843.which is a decimal equivalence of Year/Month/Day.
 AA3843
 AA3843.The orthometric height was determined by GPS observations and a
 AA3843.high-resolution geoid model.
 AA3843
 AA3843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3843.GEOID18 height accuracy estimate available here.
 AA3843
 AA3843.Click photographs - Photos may exist for this station.
 AA3843
 AA3843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3843
 AA3843.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3843
 AA3843.The ellipsoidal height was determined by GPS observations
 AA3843.and is referenced to NAD 83.
 AA3843
 AA3843. The following values were computed from the NAD 83(2011) position.
 AA3843
 AA3843;                    North         East     Units Scale Factor Converg.
 AA3843;SPC MI S     -    60,605.404 3,821,180.024   MT  1.00001861   -1 28 10.3
 AA3843;SPC MI S     -   198,836.63 12,536,679.87   iFT  1.00001861   -1 28 10.3
 AA3843;UTM  16      - 4,652,655.783   539,236.495   MT  0.99961894   +0 19 02.3
 AA3843
 AA3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3843!SPC MI S     -   0.99997394  x   1.00001861  =   0.99999255
 AA3843!UTM  16      -   0.99997394  x   0.99961894  =   0.99959289
 AA3843
 AA3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3923652655(NAD 83)
 AA3843
 AA3843                          SUPERSEDED SURVEY CONTROL
 AA3843
 AA3843  NAD 83(2007)-  42 01 29.84451(N)    086 31 33.76401(W) AD(2002.00) 0
 AA3843  ELLIP H (02/10/07)  166.161  (m)                       GP(2002.00)    
 AA3843  ELLIP H (07/17/02)  166.164  (m)                       GP(       ) 4 1
 AA3843  NAD 83(1994)-  42 01 29.84355(N)    086 31 33.76354(W) AD(       ) 1
 AA3843  ELLIP H (02/03/97)  166.196  (m)                       GP(       ) 4 1
 AA3843  NAD 83(1986)-  42 01 29.84516(N)    086 31 33.77346(W) AD(       ) 1
 AA3843
 AA3843.Superseded values are not recommended for survey control.
 AA3843
 AA3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3843.See file dsdata.pdf to determine how the superseded data were derived.
 AA3843
 AA3843_MARKER: DD = SURVEY DISK
 AA3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3843_STAMPING: 11205 1992
 AA3843_MARK LOGO: MIDT
 AA3843_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3843+STABILITY: SURFACE MOTION
 AA3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3843+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2013
 AA3843
 AA3843  HISTORY     - Date     Condition        Report By
 AA3843  HISTORY     - 1992     MONUMENTED       MIDT
 AA3843  HISTORY     - 20130402 GOOD             SPALD
 AA3843
 AA3843                          STATION DESCRIPTION
 AA3843
 AA3843'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3843'STATION IS LOCATED IN QUAD. 420863.  IT IS IN THE NORTHWEST 1/4 OF
 AA3843'SECTION 21, T-5-S, R-18-W, LINCOLN TOWNSHIP AND ON THE STEVENSVILLE
 AA3843'QUADRANGLE MAP.  IT IS ABOUT 4 MILES (6.4 KM) SOUTH-SOUTHWEST FROM ST
 AA3843'JOSEPH, 4-1/2 MILES WEST FROM SCOTTDALE, 3/4 MILES NORTHERLY FROM
 AA3843'STEVENSVILLE AND ON THE HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE
 AA3843'JUNCTION OF INTERSTATE HIGHWAY 94 AND RED ARROW HIGHWAY (BUSINESS LOOP
 AA3843'94),(EXIT 23) GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.8 MI (1.3 KM)
 AA3843'TO STATION ON RIGHT. STATION IS A SET FLUSH WITH THE GROUND.  IT IS
 AA3843'400 FT (121.9 M) WEST FROM EXIT 22 (JOHN BEERS RD 1 MILE) SIGN, 70 FT
 AA3843'(21.3 M) EAST FROM BRIDGE MAYBE ICY SIGN, 12.4 FT (3.8 M) NORTH FROM
 AA3843'THE NORTH EDGE OF CONCRETE OF THE WEST BOUND LANES OF INTERSTATE
 AA3843'HIGHWAY 94, 4.6 FT (1.4 M) SOUTH-SOUTHEAST FROM A METAL WITNESS POST
 AA3843'WITH SIGN, AND 4 FT (1.2 M) SOUTH-SOUTHEAST FROM A METAL GUARD RAIL.
 AA3843
 AA3843                          STATION RECOVERY (2013)
 AA3843
 AA3843'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (MA)
 AA3843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3844 ***********************************************************************
 AA3844  DESIGNATION -  11206
 AA3844  PID         -  AA3844
 AA3844  STATE/COUNTY-  MI/BERRIEN
 AA3844  COUNTRY     -  US
 AA3844  USGS QUAD   -  COLOMA (2017)
 AA3844
 AA3844                         *CURRENT SURVEY CONTROL
 AA3844  ______________________________________________________________________
 AA3844* NAD 83(2011) POSITION- 42 07 57.25448(N) 086 22 13.58570(W)   ADJUSTED
 AA3844* NAD 83(2011) ELLIP HT-   177.787 (meters)        (06/27/12)   ADJUSTED
 AA3844* NAD 83(2011) EPOCH   -  2010.00
 AA3844* NAVD 88 ORTHO HEIGHT -   211.5   (meters)      694.    (feet) GPS OBS
 AA3844  ______________________________________________________________________
 AA3844  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3844  GEOID HEIGHT    -         -33.48 (meters)                     GEOID93
 AA3844  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 AA3844  NAD 83(2011) X  -    299,894.479 (meters)                     COMP
 AA3844  NAD 83(2011) Y  - -4,727,763.059 (meters)                     COMP
 AA3844  NAD 83(2011) Z  -  4,256,654.676 (meters)                     COMP
 AA3844  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 AA3844
 AA3844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3844  Standards:
 AA3844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3844  -------------------------------------------------------------------
 AA3844  NETWORK    0.87   1.35           0.40   0.29   0.69     -0.01751261
 AA3844  -------------------------------------------------------------------
 AA3844  Click here for local accuracies and other accuracy information.
 AA3844
 AA3844.The horizontal coordinates were established by GPS observations
 AA3844.and adjusted by the National Geodetic Survey in June 2012.
 AA3844
 AA3844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3844.been affixed to the stable North American tectonic plate. See 
 AA3844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3844
 AA3844.The horizontal coordinates are valid at the epoch date displayed above
 AA3844.which is a decimal equivalence of Year/Month/Day.
 AA3844
 AA3844.The orthometric height was determined by GPS observations and a
 AA3844.high-resolution geoid model.
 AA3844
 AA3844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3844.GEOID18 height accuracy estimate available here.
 AA3844
 AA3844.Click photographs - Photos may exist for this station.
 AA3844
 AA3844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3844
 AA3844.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3844
 AA3844.The ellipsoidal height was determined by GPS observations
 AA3844.and is referenced to NAD 83.
 AA3844
 AA3844. The following values were computed from the NAD 83(2011) position.
 AA3844
 AA3844;                    North         East     Units Scale Factor Converg.
 AA3844;SPC MI S     -    72,236.701 3,834,347.734   MT  0.99999245   -1 21 49.1
 AA3844;SPC MI S     -   236,997.05 12,579,881.02   iFT  0.99999245   -1 21 49.1
 AA3844;UTM  16      - 4,664,687.334   552,030.369   MT  0.99963331   +0 25 20.5
 AA3844
 AA3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3844!SPC MI S     -   0.99997212  x   0.99999245  =   0.99996457
 AA3844!UTM  16      -   0.99997212  x   0.99963331  =   0.99960544
 AA3844
 AA3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5203064687(NAD 83)
 AA3844
 AA3844                          SUPERSEDED SURVEY CONTROL
 AA3844
 AA3844  NAD 83(2007)-  42 07 57.25497(N)    086 22 13.58614(W) AD(2002.00) 0
 AA3844  ELLIP H (02/10/07)  177.814  (m)                       GP(2002.00)    
 AA3844  ELLIP H (07/17/02)  177.824  (m)                       GP(       ) 4 1
 AA3844  NAD 83(1994)-  42 07 57.25421(N)    086 22 13.58596(W) AD(       ) 1
 AA3844  ELLIP H (02/03/97)  177.850  (m)                       GP(       ) 4 1
 AA3844  NAD 83(1991)-  42 07 57.25573(N)    086 22 13.59608(W) AD(       ) 1
 AA3844
 AA3844.Superseded values are not recommended for survey control.
 AA3844
 AA3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3844.See file dsdata.pdf to determine how the superseded data were derived.
 AA3844
 AA3844_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3844_STAMPING: 11206 1993
 AA3844_MARK LOGO: MIDT
 AA3844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3844+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3844
 AA3844  HISTORY     - Date     Condition        Report By
 AA3844  HISTORY     - 1993     MONUMENTED       MIDT
 AA3844
 AA3844                          STATION DESCRIPTION
 AA3844
 AA3844'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3844'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3844'IN THE SOUTHWEST 1/4 OF SECTION 11, T-4-S, R-18-W, BENTON TOWNSHIP.
 AA3844'ABOUT 7 MILES SOUTHWEST OF WATERVLIET, 5 MILES SOUTHWEST OF COLOMA AND
 AA3844'4.5 MILES NORTHEAST OF BENTON HARBOR. IT IS ON INTERSTATE HIGHWAY 196
 AA3844'RIGHT-OF-WAY. TO REACH FROM THE BRIDGE AT THE INTERCHANGE OF
 AA3844'INTERSTATE HIGHWAY 94 AND BUSINESS ROUTE 94, ABOUT 3 MILES EAST FROM
 AA3844'BENTON HARBOR, GO NORTHEAST ALONG EAST BOUND INTERSTATE HIGHWAY 94 FOR
 AA3844'1.4 MILES TO THE STATION ON THE RIGHT (ABOUT 0.2 MILE SOUTHWEST FROM
 AA3844'INTERSTATE HIGHWAY 196 MEDIAN AT BRIDGES OVER INTERSTATE HIGHWAY 94)
 AA3844'AS DESCRIBED. STATION IS 126 FEET SOUTHWEST FROM SOUTH LEG OF
 AA3844'ADOPT-A-HIGHWAY SIGN, 66.5 FEET WEST FROM .2 FOOT DIAMETER JUNIPER
 AA3844'TREE, 25.0 FEET SOUTHEAST FROM THE SOUTHEAST EDGE OF THE PAVED
 AA3844'SHOULDER OF EASTBOUND INTERSTATE HIGHWAY 94, 14.4 FEET SOUTHEAST FROM
 AA3844'MILE POST 34 ON EASTBOUND INTERSTATE HIGHWAY 94 AND 3.0 FEET SOUTH
 AA3844'FROM METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3845 ***********************************************************************
 AA3845  DESIGNATION -  11207
 AA3845  PID         -  AA3845
 AA3845  STATE/COUNTY-  MI/BERRIEN
 AA3845  COUNTRY     -  US
 AA3845  USGS QUAD   -  COLOMA (2017)
 AA3845
 AA3845                         *CURRENT SURVEY CONTROL
 AA3845  ______________________________________________________________________
 AA3845* NAD 83(2011) POSITION- 42 08 34.64812(N) 086 21 24.16367(W)   ADJUSTED
 AA3845* NAD 83(2011) ELLIP HT-   171.220 (meters)        (06/27/12)   ADJUSTED
 AA3845* NAD 83(2011) EPOCH   -  2010.00
 AA3845* NAVD 88 ORTHO HEIGHT -   204.9   (meters)      672.    (feet) GPS OBS
 AA3845  ______________________________________________________________________
 AA3845  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3845  GEOID HEIGHT    -         -33.45 (meters)                     GEOID93
 AA3845  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 AA3845  NAD 83(2011) X  -    300,977.766 (meters)                     COMP
 AA3845  NAD 83(2011) Y  - -4,726,913.676 (meters)                     COMP
 AA3845  NAD 83(2011) Z  -  4,257,505.845 (meters)                     COMP
 AA3845  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 AA3845
 AA3845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3845  Standards:
 AA3845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3845  -------------------------------------------------------------------
 AA3845  NETWORK    0.87   1.39           0.40   0.30   0.71     -0.01030656
 AA3845  -------------------------------------------------------------------
 AA3845  Click here for local accuracies and other accuracy information.
 AA3845
 AA3845.The horizontal coordinates were established by GPS observations
 AA3845.and adjusted by the National Geodetic Survey in June 2012.
 AA3845
 AA3845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3845.been affixed to the stable North American tectonic plate. See 
 AA3845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3845
 AA3845.The horizontal coordinates are valid at the epoch date displayed above
 AA3845.which is a decimal equivalence of Year/Month/Day.
 AA3845
 AA3845.The orthometric height was determined by GPS observations and a
 AA3845.high-resolution geoid model.
 AA3845
 AA3845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3845.GEOID18 height accuracy estimate available here.
 AA3845
 AA3845.Click photographs - Photos may exist for this station.
 AA3845
 AA3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3845
 AA3845.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3845
 AA3845.The ellipsoidal height was determined by GPS observations
 AA3845.and is referenced to NAD 83.
 AA3845
 AA3845. The following values were computed from the NAD 83(2011) position.
 AA3845
 AA3845;                    North         East     Units Scale Factor Converg.
 AA3845;SPC MI S     -    73,363.210 3,835,509.715   MT  0.99999011   -1 21 15.4
 AA3845;SPC MI S     -   240,692.95 12,583,693.29   iFT  0.99999011   -1 21 15.4
 AA3845;UTM  16      - 4,665,849.095   553,156.274   MT  0.99963477   +0 25 53.9
 AA3845
 AA3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3845!SPC MI S     -   0.99997315  x   0.99999011  =   0.99996326
 AA3845!UTM  16      -   0.99997315  x   0.99963477  =   0.99960793
 AA3845
 AA3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5315665849(NAD 83)
 AA3845
 AA3845                          SUPERSEDED SURVEY CONTROL
 AA3845
 AA3845  NAD 83(2007)-  42 08 34.64860(N)    086 21 24.16412(W) AD(2002.00) 0
 AA3845  ELLIP H (02/10/07)  171.247  (m)                       GP(2002.00)    
 AA3845  ELLIP H (07/17/02)  171.257  (m)                       GP(       ) 4 1
 AA3845  NAD 83(1994)-  42 08 34.64789(N)    086 21 24.16400(W) AD(       ) 1
 AA3845  ELLIP H (02/03/97)  171.284  (m)                       GP(       ) 4 1
 AA3845  NAD 83(1991)-  42 08 34.64937(N)    086 21 24.17417(W) AD(       ) 1
 AA3845
 AA3845.Superseded values are not recommended for survey control.
 AA3845
 AA3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3845.See file dsdata.pdf to determine how the superseded data were derived.
 AA3845
 AA3845_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3845_STAMPING: 11207 1993
 AA3845_MARK LOGO: MIDT
 AA3845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3845+STABILITY: SURFACE MOTION
 AA3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3845+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3845
 AA3845  HISTORY     - Date     Condition        Report By
 AA3845  HISTORY     - 1993     MONUMENTED       MIDT
 AA3845  HISTORY     - 19990429 GOOD             HEIDT
 AA3845  HISTORY     - 20230221 MARK NOT FOUND   MIDT
 AA3845
 AA3845                          STATION DESCRIPTION
 AA3845
 AA3845'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3845'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3845'IN THE NORTHWEST 1/4 OF SECTION 12, T-4-S, R-18-W, BENTON TOWNSHIP. IT
 AA3845'IS ABOUT 5 MILES NORTHEAST FROM BENTON HARBOR, 4 MILES SOUTHWEST FROM
 AA3845'COLOMA, 1.5 MILES NORTHWEST FROM MILBERG AND ON INTERSTATE HIGHWAY 94
 AA3845'RIGHT-OF-WAY. TO REACH FROM THE BRIDGE AT THE INTERCHANGE OF
 AA3845'INTERSTATE HIGHWAY 94 AND BUSINESS ROUTE 94, ABOUT 3 MILES EAST OF
 AA3845'BENTON HARBOR. GO NORTHEAST ALONG EASTBOUND INTERSTATE HIGHWAY 94 FOR
 AA3845'2.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS 65 FEET
 AA3845'EAST FROM 0.5 FOOT DIAMETER JUNIPER TREE, 46 FEET SOUTH FROM 0.33 FOOT
 AA3845'DIAMETER JUNIPER TREE, 27 FEET NORTHWEST FROM CENTER OF CONCRETE
 AA3845'PAVEMENT OF WESTBOUND INTERSTATE HIGHWAY 94, 5.0 FEET SOUTHEAST FROM
 AA3845'MILE POST 35 ON WESTBOUND INTERSTATE HIGHWAY 94 AND 3.0 FEET NORTH
 AA3845'FROM METAL WITNESS POST WITH SIGN.
 AA3845
 AA3845                          STATION RECOVERY (1999)
 AA3845
 AA3845'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1999 (CFS)
 AA3845'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS TO THE OLD
 AA3845'DESCRIPTION.  LOCATED AD THE INTERSECTION OF U.S.  12 AND INTERSTATE
 AA3845'HIGHWAY 94, IN THE NORTHWEST QUADRANT.  IT IS 82 M (269.0 FT) NORTH OF
 AA3845'THE NORTHWEST CORNER OF THE SOUTHBOUND BRIDGE DECK OF I-94 OVER U.S.
 AA3845'HIGHWAY 12, 16.3 M (53.5 FT) NORTHEAST FROM SOUTHBOUND I-94 ON RAMP
 AA3845'FROM EASTBOUND LANES OF U.S.  HIGHWAY 12, 2.4 M (7.9 FT) WEST FROM
 AA3845'EDGE OF BITUMINOUS SHOULDER, AND 1.0 M (3.3 FT) EAST FROM CARSONITE
 AA3845'WITNESS POST.
 AA3845
 AA3845                          STATION RECOVERY (2023)
 AA3845
 AA3845'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3845'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0077 ***********************************************************************
 SG0077  DESIGNATION -  1128
 SG0077  PID         -  SG0077
 SG0077  STATE/COUNTY-  MI/HOUGHTON
 SG0077  COUNTRY     -  US
 SG0077  USGS QUAD   -  SOUTH RANGE (2017)
 SG0077
 SG0077                         *CURRENT SURVEY CONTROL
 SG0077  ______________________________________________________________________
 SG0077* NAD 83(1986) POSITION- 47 05 05.     (N) 088 39 03.     (W)   SCALED
 SG0077* NAVD 88 ORTHO HEIGHT -   343.48  (+/-2cm)     1126.9   (feet) VERTCON3
 SG0077  ______________________________________________________________________
 SG0077  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 SG0077  VERT ORDER      -  ? (See Below)
 SG0077
 SG0077.The horizontal coordinates were scaled from a map and have
 SG0077.an estimated accuracy of +/- 6 seconds.
 SG0077
 SG0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0077
 SG0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0077.GEOID18 height accuracy estimate available here.
 SG0077
 SG0077.The vertical order pertains to the NGVD 29 superseded value.
 SG0077
 SG0077.Click photographs - Photos may exist for this station.
 SG0077
 SG0077;                    North         East    Units  Estimated Accuracy
 SG0077;SPC MI N     -   257,100.    7,874,650.      MT  (+/- 180 meters Scaled)
 SG0077
 SG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT746159(NAD 83)
 SG0077
 SG0077                          SUPERSEDED SURVEY CONTROL
 SG0077
 SG0077  NGVD 29 (??/??/92)  343.470  (m)         1126.87   (f) ADJ UNCH       
 SG0077
 SG0077.Superseded values are not recommended for survey control.
 SG0077
 SG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0077.See file dsdata.pdf to determine how the superseded data were derived.
 SG0077
 SG0077_MARKER: P = PIPE CAP
 SG0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0077_STAMPING: 1128
 SG0077_MARK LOGO: USGS
 SG0077_MAGNETIC: P = MARKER IS A STEEL PIPE
 SG0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0077
 SG0077  HISTORY     - Date     Condition        Report By
 SG0077  HISTORY     - 1911     MONUMENTED       USGS
 SG0077  HISTORY     - 1948     MARK NOT FOUND   CGS
 SG0077  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 SG0077
 SG0077                          STATION DESCRIPTION
 SG0077
 SG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0077'AT MILL MINE.
 SG0077'AT MILL MINE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD, 35
 SG0077'FEET NORTH OF THE MAIN TRACK, AND 45 FEET WEST OF THE LAKE SHORE
 SG0077'BRANCH TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SG0077'STAMPED 1128 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 SG0077'NOTE-- BOTH TRACKS ARE STILL IN PLACE IN MILL MINE AND IT WOULD
 SG0077'APPEAR THAT THEY ARE IN THEIR ORIGINAL LOCATION.  THERE IS NO SIGN
 SG0077'OF THE MARK AT THE DESCRIBED LOCATION.  PROBABLY DESTROYED BY
 SG0077'HAULING OR GRADING.
 SG0077
 SG0077                          STATION RECOVERY (2005)
 SG0077
 SG0077'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0077'ASSUMED DESTROYED LONG AGO.  R/R'S HAVE BEEN DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0085 ***********************************************************************
 ME0085  DESIGNATION -  113 1/2
 ME0085  PID         -  ME0085
 ME0085  STATE/COUNTY-  MI/CASS
 ME0085  COUNTRY     -  US
 ME0085  USGS QUAD   -  EDWARDSBURG (2017)
 ME0085
 ME0085                         *CURRENT SURVEY CONTROL
 ME0085  ______________________________________________________________________
 ME0085* NAD 83(1986) POSITION- 41 47 15.     (N) 086 05 17.     (W)   SCALED
 ME0085* NAVD 88 ORTHO HEIGHT -   250.326 (meters)      821.28  (feet) ADJUSTED
 ME0085  ______________________________________________________________________
 ME0085  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 ME0085  DYNAMIC HEIGHT  -        250.233 (meters)      820.97  (feet) COMP
 ME0085  MODELED GRAVITY -    980,245.9   (mgal)                       NAVD 88
 ME0085
 ME0085  VERT ORDER      -  SECOND    CLASS 0
 ME0085
 ME0085.The horizontal coordinates were scaled from a map and have
 ME0085.an estimated accuracy of +/- 6 seconds.
 ME0085
 ME0085.The orthometric height was determined by differential leveling and
 ME0085.adjusted by the NATIONAL GEODETIC SURVEY
 ME0085.in June 1991.
 ME0085
 ME0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0085.GEOID18 height accuracy estimate available here.
 ME0085
 ME0085.Click photographs - Photos may exist for this station.
 ME0085
 ME0085.The dynamic height is computed by dividing the NAVD 88
 ME0085.geopotential number by the normal gravity value computed on the
 ME0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0085.degrees latitude (g = 980.6199 gals.).
 ME0085
 ME0085.The modeled gravity was interpolated from observed gravity values.
 ME0085
 ME0085;                    North         East    Units  Estimated Accuracy
 ME0085;SPC MI S     -    33,400.    3,856,910.      MT  (+/- 180 meters Scaled)
 ME0085
 ME0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM757265(NAD 83)
 ME0085
 ME0085                          SUPERSEDED SURVEY CONTROL
 ME0085
 ME0085  NGVD 29 (??/??/92)  250.454  (m)          821.70   (f) ADJ UNCH    2 0
 ME0085
 ME0085.Superseded values are not recommended for survey control.
 ME0085
 ME0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0085.See file dsdata.pdf to determine how the superseded data were derived.
 ME0085
 ME0085_MARKER: DB = BENCH MARK DISK
 ME0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0085_STAMPING: BM 113-1/2
 ME0085_MARK LOGO: GTWRR
 ME0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0085+STABILITY: SURFACE MOTION
 ME0085
 ME0085  HISTORY     - Date     Condition        Report By
 ME0085  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0085  HISTORY     - 1934     GOOD             CGS
 ME0085  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0085
 ME0085                          STATION DESCRIPTION
 ME0085
 ME0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0085'0.5 MI SW FROM EDWARDSBURG.
 ME0085'0.5 MILE SOUTHWEST ALONG THE GRAND TRUNK RAILWAY FROM EDWARDSBURG,
 ME0085'CASS COUNTY, 46 FEET NORTHWEST OF THE WEST RAIL, 36 FEET NORTH
 ME0085'OF THE CENTERLINE OF A DIRT ROAD, 1 FOOT SOUTHEAST OF THE WEST
 ME0085'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TOP OF RAIL.  A
 ME0085'GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 113-1/2 AND SET
 ME0085'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0085
 ME0085                          STATION RECOVERY (1977)
 ME0085
 ME0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5157 ***********************************************************************
 AA5157  DESIGNATION -  113 NORTHFIELD EAST
 AA5157  PID         -  AA5157
 AA5157  STATE/COUNTY-  MI/WASHTENAW
 AA5157  COUNTRY     -  US
 AA5157  USGS QUAD   -  ANN ARBOR EAST (2017)
 AA5157
 AA5157                         *CURRENT SURVEY CONTROL
 AA5157  ______________________________________________________________________
 AA5157* NAD 83(2011) POSITION- 42 21 15.83231(N) 083 40 54.79712(W)   ADJUSTED
 AA5157* NAD 83(2011) ELLIP HT-   263.941 (meters)        (06/27/12)   ADJUSTED
 AA5157* NAD 83(2011) EPOCH   -  2010.00
 AA5157* NAVD 88 ORTHO HEIGHT -   297.7   (meters)      977.    (feet) GPS OBS
 AA5157  ______________________________________________________________________
 AA5157  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5157  GEOID HEIGHT    -         -33.67 (meters)                     GEOID93
 AA5157  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 AA5157  NAD 83(2011) X  -    519,512.946 (meters)                     COMP
 AA5157  NAD 83(2011) Y  - -4,692,090.259 (meters)                     COMP
 AA5157  NAD 83(2011) Z  -  4,274,954.166 (meters)                     COMP
 AA5157  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 AA5157
 AA5157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5157  Standards:
 AA5157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5157  -------------------------------------------------------------------
 AA5157  NETWORK   33.01  44.04          16.09   8.51  22.47      0.08733209
 AA5157  -------------------------------------------------------------------
 AA5157  Click here for local accuracies and other accuracy information.
 AA5157
 AA5157.The horizontal coordinates were established by GPS observations
 AA5157.and adjusted by the National Geodetic Survey in June 2012.
 AA5157
 AA5157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5157.been affixed to the stable North American tectonic plate. See 
 AA5157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5157
 AA5157.The horizontal coordinates are valid at the epoch date displayed above
 AA5157.which is a decimal equivalence of Year/Month/Day.
 AA5157
 AA5157.The orthometric height was determined by GPS observations and a
 AA5157.high-resolution geoid model.
 AA5157
 AA5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5157.GEOID18 height accuracy estimate available here.
 AA5157
 AA5157.Click photographs - Photos may exist for this station.
 AA5157
 AA5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5157
 AA5157.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5157
 AA5157.The ellipsoidal height was determined by GPS observations
 AA5157.and is referenced to NAD 83.
 AA5157
 AA5157. The following values were computed from the NAD 83(2011) position.
 AA5157
 AA5157;                    North         East     Units Scale Factor Converg.
 AA5157;SPC MI S     -    95,134.166 4,056,415.062   MT  0.99994948   +0 27 57.6
 AA5157;SPC MI S     -   312,119.97 13,308,448.37   iFT  0.99994948   +0 27 57.6
 AA5157;UTM  17      - 4,692,609.883   279,121.508   MT  1.00020031   -1 48 27.2
 AA5157
 AA5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5157!SPC MI S     -   0.99995861  x   0.99994948  =   0.99990809
 AA5157!UTM  17      -   0.99995861  x   1.00020031  =   1.00015891
 AA5157
 AA5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7912192609(NAD 83)
 AA5157
 AA5157                          SUPERSEDED SURVEY CONTROL
 AA5157
 AA5157  NAD 83(2007)-  42 21 15.83253(N)    083 40 54.79792(W) AD(2002.00) 0
 AA5157  ELLIP H (02/10/07)  263.953  (m)                       GP(2002.00)    
 AA5157  ELLIP H (07/12/02)  264.001  (m)                       GP(       ) 4 1
 AA5157  NAD 83(1994)-  42 21 15.83154(N)    083 40 54.79569(W) AD(       ) 1
 AA5157  ELLIP H (02/03/97)  264.042  (m)                       GP(       ) 4 1
 AA5157  NAD 83(1986)-  42 21 15.83730(N)    083 40 54.82202(W) AD(       ) 1
 AA5157
 AA5157.Superseded values are not recommended for survey control.
 AA5157
 AA5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5157.See file dsdata.pdf to determine how the superseded data were derived.
 AA5157
 AA5157_MARKER: DD = SURVEY DISK
 AA5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5157_STAMPING: 113
 AA5157_MARK LOGO: MI-161
 AA5157_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5157+STABILITY: SURFACE MOTION
 AA5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5157+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5157
 AA5157  HISTORY     - Date     Condition        Report By
 AA5157  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5157
 AA5157                          STATION DESCRIPTION
 AA5157
 AA5157'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5157'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5157'APPROXIMATELY 6.0 MI (9.7 KM) NORTHEAST OF THE CITY OF ANN ARBOR, IN
 AA5157'THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 6 EAST,
 AA5157'NORTHFIELD TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF
 AA5157'U.S. 23 AND NORTH TERRITORIAL ROAD, 5.0 MI (8.0 KM) NORTH OF THE CITY
 AA5157'OF ANN ARBOR, PROCEED EAST ON NORTH TERRITORIAL ROAD FOR 3.5 MI (5.6
 AA5157'KM) TO THE INTERSECTION WITH EARHART ROAD. TURN RIGHT AND PROCEED
 AA5157'SOUTH ON EARHART ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH
 AA5157'PONTIAC TRAIL. TURN LEFT AND PROCEED EAST ON PONTIAC TRAIL FOR
 AA5157'APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE RIGHT, IN THE
 AA5157'COUNTY RIGHT-OF-WAY. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN
 AA5157'TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW
 AA5157'COUNTY REMONUMENTATION GEODETIC CONTROL 113'. THE DISK IS LOCATED
 AA5157'155.61 FT (47.43 M) N45E OF A PK-NAIL SET IN THE SOUTH SIDE OF A POWER
 AA5157'POLE, 126.55 FT (38.57 M) N75W OF A PK-NAIL SET IN THE SOUTH SIDE OF A
 AA5157'POWER POLE, 147.2 FT (44.9 M) N75E OF THE NORTHEAST WOODEN 6'X6' FENCE
 AA5157'POST, 2.2 FT (0.7 M) S00E OF AN EAST-WEST FENCELINE, AND 20.7 FT (6.3
 AA5157'M) N00E OF THE EDGE OF ASPHALT ON THE SOUTH SIDE OF PONTIAC TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0840 ***********************************************************************
 RL0840  DESIGNATION -  1134.5
 RL0840  PID         -  RL0840
 RL0840  STATE/COUNTY-  MI/ONTONAGON
 RL0840  COUNTRY     -  US
 RL0840  USGS QUAD   -  MATCHWOOD NW (2017)
 RL0840
 RL0840                         *CURRENT SURVEY CONTROL
 RL0840  ______________________________________________________________________
 RL0840* NAD 83(1986) POSITION- 46 40 53.     (N) 089 23 22.     (W)   SCALED
 RL0840* NAVD 88 ORTHO HEIGHT -   345.843 (meters)     1134.65  (feet) ADJUSTED
 RL0840  ______________________________________________________________________
 RL0840  GEOID HEIGHT    -        -31.311 (meters)                     GEOID18
 RL0840  DYNAMIC HEIGHT  -        345.877 (meters)     1134.76  (feet) COMP
 RL0840  MODELED GRAVITY -    980,700.1   (mgal)                       NAVD 88
 RL0840
 RL0840  VERT ORDER      -  SECOND    CLASS 0
 RL0840
 RL0840.The horizontal coordinates were scaled from a map and have
 RL0840.an estimated accuracy of +/- 6 seconds.
 RL0840
 RL0840.The orthometric height was determined by differential leveling and
 RL0840.adjusted by the NATIONAL GEODETIC SURVEY
 RL0840.in June 1991.
 RL0840
 RL0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0840.GEOID18 height accuracy estimate available here.
 RL0840
 RL0840.Click photographs - Photos may exist for this station.
 RL0840
 RL0840.The dynamic height is computed by dividing the NAVD 88
 RL0840.geopotential number by the normal gravity value computed on the
 RL0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0840.degrees latitude (g = 980.6199 gals.).
 RL0840
 RL0840.The modeled gravity was interpolated from observed gravity values.
 RL0840
 RL0840;                    North         East    Units  Estimated Accuracy
 RL0840;SPC MI N     -   213,720.    7,817,230.      MT  (+/- 180 meters Scaled)
 RL0840
 RL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS172725(NAD 83)
 RL0840
 RL0840                          SUPERSEDED SURVEY CONTROL
 RL0840
 RL0840  NGVD 29 (??/??/92)  345.852  (m)         1134.68   (f) ADJ UNCH    2 0
 RL0840
 RL0840.Superseded values are not recommended for survey control.
 RL0840
 RL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0840.See file dsdata.pdf to determine how the superseded data were derived.
 RL0840
 RL0840_MARKER: N = NAIL
 RL0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0840_SP_SET: ELM TREE
 RL0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0840
 RL0840  HISTORY     - Date     Condition        Report By
 RL0840  HISTORY     - UNK      MONUMENTED       USGS
 RL0840  HISTORY     - 1948     GOOD             CGS
 RL0840  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0840  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0840  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0840
 RL0840                          STATION DESCRIPTION
 RL0840
 RL0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0840'9.5 MI N FROM MATCHWOOD.
 RL0840'ABOUT 9.5 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0840'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A LANE
 RL0840'LEADING WEST TO DUBOIS, 30 FEET EAST OF THE CENTER LINE OF THE
 RL0840'ROAD, 39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 RL0840'WOODS LANE WEST, 45 FEET EAST AND ACROSS THE ROAD FROM THE
 RL0840'NORTH END OF A PIPE CULVERT UNDER LANE WEST, SET IN THE NORTHWEST
 RL0840'ROOT OF A 14 INCH ELM TREE.
 RL0840
 RL0840                          STATION RECOVERY (1996)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0840'MARK NOT FOUND.
 RL0840
 RL0840                          STATION RECOVERY (2001)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0840'MARK NOT FOUND.
 RL0840
 RL0840                          STATION RECOVERY (2004)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0840'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1371 ***********************************************************************
 RL1371  DESIGNATION -  1136.3
 RL1371  PID         -  RL1371
 RL1371  STATE/COUNTY-  MI/ONTONAGON
 RL1371  COUNTRY     -  US
 RL1371  USGS QUAD   -  BERGLAND NE (2017)
 RL1371
 RL1371                         *CURRENT SURVEY CONTROL
 RL1371  ______________________________________________________________________
 RL1371* NAD 83(1986) POSITION- 46 41 34.     (N) 089 33 43.     (W)   SCALED
 RL1371* NAVD 88 ORTHO HEIGHT -   346.355 (meters)     1136.33  (feet) ADJUSTED
 RL1371  ______________________________________________________________________
 RL1371  GEOID HEIGHT    -        -30.896 (meters)                     GEOID18
 RL1371  DYNAMIC HEIGHT  -        346.393 (meters)     1136.46  (feet) COMP
 RL1371  MODELED GRAVITY -    980,712.5   (mgal)                       NAVD 88
 RL1371
 RL1371  VERT ORDER      -  SECOND    CLASS 0
 RL1371
 RL1371.The horizontal coordinates were scaled from a map and have
 RL1371.an estimated accuracy of +/- 6 seconds.
 RL1371
 RL1371.The orthometric height was determined by differential leveling and
 RL1371.adjusted by the NATIONAL GEODETIC SURVEY
 RL1371.in June 1991.
 RL1371
 RL1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1371.GEOID18 height accuracy estimate available here.
 RL1371
 RL1371.Click photographs - Photos may exist for this station.
 RL1371
 RL1371.The dynamic height is computed by dividing the NAVD 88
 RL1371.geopotential number by the normal gravity value computed on the
 RL1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1371.degrees latitude (g = 980.6199 gals.).
 RL1371
 RL1371.The modeled gravity was interpolated from observed gravity values.
 RL1371
 RL1371;                    North         East    Units  Estimated Accuracy
 RL1371;SPC MI N     -   215,390.    7,804,080.      MT  (+/- 180 meters Scaled)
 RL1371
 RL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041742(NAD 83)
 RL1371
 RL1371                          SUPERSEDED SURVEY CONTROL
 RL1371
 RL1371  NGVD 29 (??/??/92)  346.375  (m)         1136.40   (f) ADJ UNCH    2 0
 RL1371
 RL1371.Superseded values are not recommended for survey control.
 RL1371
 RL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1371.See file dsdata.pdf to determine how the superseded data were derived.
 RL1371
 RL1371_MARKER: N = NAIL
 RL1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1371_SP_SET: ASPEN TREE ROOT
 RL1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1371
 RL1371  HISTORY     - Date     Condition        Report By
 RL1371  HISTORY     - UNK      MONUMENTED       USGS
 RL1371  HISTORY     - 1948     GOOD             CGS
 RL1371  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1371  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1371  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1371
 RL1371                          STATION DESCRIPTION
 RL1371
 RL1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1371'4.2 MI S FROM WHITE PINE.
 RL1371'ABOUT 4.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1371'AT WHITE PINE, ABOUT 0.7 MILE SOUTH OF A ROAD WEST, 84 FEET EAST
 RL1371'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 RL1371'LINE OF A DRIVE INTO A CLEARING, 56 FEET EAST-NORTHEAST OF
 RL1371'USC AND GS B.M. D 131, ABOUT LEVEL WITH THE HIGHWAY AND SET
 RL1371'IN THE WEST ROOT OF AN 8-INCH ASPEN TREE.
 RL1371
 RL1371                          STATION RECOVERY (1987)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1371'MARK NOT FOUND.
 RL1371
 RL1371                          STATION RECOVERY (1995)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1371'MARK NOT FOUND.
 RL1371
 RL1371                          STATION RECOVERY (2004)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0773 ***********************************************************************
 RL0773  DESIGNATION -  1136.8
 RL0773  PID         -  RL0773
 RL0773  STATE/COUNTY-  MI/ONTONAGON
 RL0773  COUNTRY     -  US
 RL0773  USGS QUAD   -  PAYNESVILLE (2017)
 RL0773
 RL0773                         *CURRENT SURVEY CONTROL
 RL0773  ______________________________________________________________________
 RL0773* NAD 83(1986) POSITION- 46 33 51.     (N) 089 03 12.     (W)   SCALED
 RL0773* NAVD 88 ORTHO HEIGHT -   346.519 (meters)     1136.87  (feet) ADJUSTED
 RL0773  ______________________________________________________________________
 RL0773  GEOID HEIGHT    -        -32.266 (meters)                     GEOID18
 RL0773  DYNAMIC HEIGHT  -        346.533 (meters)     1136.92  (feet) COMP
 RL0773  MODELED GRAVITY -    980,644.2   (mgal)                       NAVD 88
 RL0773
 RL0773  VERT ORDER      -  SECOND    CLASS 0
 RL0773
 RL0773.The horizontal coordinates were scaled from a map and have
 RL0773.an estimated accuracy of +/- 6 seconds.
 RL0773
 RL0773.The orthometric height was determined by differential leveling and
 RL0773.adjusted by the NATIONAL GEODETIC SURVEY
 RL0773.in June 1991.
 RL0773
 RL0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0773.GEOID18 height accuracy estimate available here.
 RL0773
 RL0773.Click photographs - Photos may exist for this station.
 RL0773
 RL0773.The dynamic height is computed by dividing the NAVD 88
 RL0773.geopotential number by the normal gravity value computed on the
 RL0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0773.degrees latitude (g = 980.6199 gals.).
 RL0773
 RL0773.The modeled gravity was interpolated from observed gravity values.
 RL0773
 RL0773;                    North         East    Units  Estimated Accuracy
 RL0773;SPC MI N     -   199,970.    7,842,600.      MT  (+/- 180 meters Scaled)
 RL0773
 RL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS426587(NAD 83)
 RL0773
 RL0773                          SUPERSEDED SURVEY CONTROL
 RL0773
 RL0773  NGVD 29 (??/??/92)  346.532  (m)         1136.91   (f) ADJ UNCH    2 0
 RL0773
 RL0773.Superseded values are not recommended for survey control.
 RL0773
 RL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0773.See file dsdata.pdf to determine how the superseded data were derived.
 RL0773
 RL0773_MARKER: S = SPIKE
 RL0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0773_SP_SET: BIRCH TREE
 RL0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0773
 RL0773  HISTORY     - Date     Condition        Report By
 RL0773  HISTORY     - UNK      MONUMENTED       USGS
 RL0773  HISTORY     - 1948     GOOD             CGS
 RL0773  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0773  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0773
 RL0773                          STATION DESCRIPTION
 RL0773
 RL0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0773'7.6 MI N FROM TROUT CREEK.
 RL0773'ABOUT 7.65 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0773'OFFICE AT TROUT CREEK, A RAILROAD SPIKE IN THE SOUTHWEST SIDE
 RL0773'OF A SMALL BIRCH TREE IN THE INSIDE OF A SHARP CURVE WITH
 RL0773'TANGENTS EAST AND NORTH, 36 FEET NORTHEAST OF THE CENTER LINE
 RL0773'OF THE ROAD, 100 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF
 RL0773'A DIM ROAD SOUTHWEST AND ABOUT LEVEL WITH THE ROAD.
 RL0773
 RL0773                          STATION RECOVERY (2001)
 RL0773
 RL0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0773'MARK NOT FOUND.
 RL0773
 RL0773                          STATION RECOVERY (2004)
 RL0773
 RL0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0773'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5404 ***********************************************************************
 AA5404  DESIGNATION -  11363
 AA5404  PID         -  AA5404
 AA5404  STATE/COUNTY-  MI/OAKLAND
 AA5404  COUNTRY     -  US
 AA5404  USGS QUAD   -  MILFORD (2017)
 AA5404
 AA5404                         *CURRENT SURVEY CONTROL
 AA5404  ______________________________________________________________________
 AA5404* NAD 83(2011) POSITION- 42 36 38.38960(N) 083 34 19.07783(W)   ADJUSTED
 AA5404* NAD 83(2011) ELLIP HT-   268.031 (meters)        (06/27/12)   ADJUSTED
 AA5404* NAD 83(2011) EPOCH   -  2010.00
 AA5404* NAVD 88 ORTHO HEIGHT -   301.7   (meters)      990.    (feet) GPS OBS
 AA5404  ______________________________________________________________________
 AA5404  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5404  GEOID HEIGHT    -         -33.57 (meters)                     GEOID93
 AA5404  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 AA5404  NAD 83(2011) X  -    526,361.630 (meters)                     COMP
 AA5404  NAD 83(2011) Y  - -4,671,982.594 (meters)                     COMP
 AA5404  NAD 83(2011) Z  -  4,295,951.503 (meters)                     COMP
 AA5404  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 AA5404
 AA5404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5404  Standards:
 AA5404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5404  -------------------------------------------------------------------
 AA5404  NETWORK    0.69   0.74           0.32   0.22   0.38      0.10444048
 AA5404  -------------------------------------------------------------------
 AA5404  Click here for local accuracies and other accuracy information.
 AA5404
 AA5404.The horizontal coordinates were established by GPS observations
 AA5404.and adjusted by the National Geodetic Survey in June 2012.
 AA5404
 AA5404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5404.been affixed to the stable North American tectonic plate. See 
 AA5404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5404
 AA5404.The horizontal coordinates are valid at the epoch date displayed above
 AA5404.which is a decimal equivalence of Year/Month/Day.
 AA5404
 AA5404.The orthometric height was determined by GPS observations and a
 AA5404.high-resolution geoid model.
 AA5404
 AA5404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5404.GEOID18 height accuracy estimate available here.
 AA5404
 AA5404.Click photographs - Photos may exist for this station.
 AA5404
 AA5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5404
 AA5404.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5404
 AA5404.The ellipsoidal height was determined by GPS observations
 AA5404.and is referenced to NAD 83.
 AA5404
 AA5404. The following values were computed from the NAD 83(2011) position.
 AA5404
 AA5404;                    North         East     Units Scale Factor Converg.
 AA5404;SPC MI S     -   123,677.236 4,065,201.994   MT  0.99991828   +0 32 26.9
 AA5404;SPC MI S     -   405,765.21 13,337,276.88   iFT  0.99991828   +0 32 26.9
 AA5404;UTM  17      - 4,720,787.901   289,038.524   MT  1.00014758   -1 44 30.8
 AA5404
 AA5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5404!SPC MI S     -   0.99995797  x   0.99991828  =   0.99987625
 AA5404!UTM  17      -   0.99995797  x   1.00014758  =   1.00010554
 AA5404
 AA5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8903820787(NAD 83)
 AA5404
 AA5404                          SUPERSEDED SURVEY CONTROL
 AA5404
 AA5404  NAD 83(2007)-  42 36 38.38953(N)    083 34 19.07830(W) AD(2002.00) 0
 AA5404  ELLIP H (02/10/07)  268.034  (m)                       GP(2002.00)    
 AA5404  ELLIP H (07/12/02)  268.057  (m)                       GP(       ) 4 1
 AA5404  NAD 83(1994)-  42 36 38.38934(N)    083 34 19.07822(W) AD(       ) 1
 AA5404  ELLIP H (02/03/97)  268.093  (m)                       GP(       ) 4 1
 AA5404  NAD 83(1986)-  42 36 38.39269(N)    083 34 19.10751(W) AD(       ) 1
 AA5404
 AA5404.Superseded values are not recommended for survey control.
 AA5404
 AA5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5404.See file dsdata.pdf to determine how the superseded data were derived.
 AA5404
 AA5404_MARKER: DD = SURVEY DISK
 AA5404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5404_STAMPING: 11363
 AA5404_MARK LOGO: MI-125
 AA5404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5404+STABILITY: SURFACE MOTION
 AA5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5404+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5404
 AA5404  HISTORY     - Date     Condition        Report By
 AA5404  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5404  HISTORY     - 20020601 MARK NOT FOUND   INDIV
 AA5404  HISTORY     - 20060105 MARK NOT FOUND   INDIV
 AA5404
 AA5404                          STATION DESCRIPTION
 AA5404
 AA5404'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5404'M-59 TO DUCK LAKE ROAD, THENCE SOUTH 3.0 MILES (4.8 KM) ALONG DUCK
 AA5404'LAKE ROAD TO THE INTERSECTION OF COOLEY LAKE ROAD AND THE MONUMENT AT
 AA5404'THE NORTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 91 FEET
 AA5404'(27.7 M) NORTH OF THE CENTERLINE OF COOLEY LAKE ROAD, 29 FEET (8.8 M)
 AA5404'WEST OF THE CENTERLINE OF DUCK LAKE ROAD, 198 FEET (60.4 M) EAST OF
 AA5404'THE NORTHEAST CORNER OF THE ROCK FOUNDATION OF HOUSE 2893 COOLEY LAKE
 AA5404'ROAD, 86.9 FEET (26.5 M) SOUTH OF A POWER POLE, 68.1 FEET (20.8 M)
 AA5404'WEST SOUTHWEST OF A POWER POLE, AND 0.5 FEET (0.2 M) HIGHER THAN DUCK
 AA5404'LAKE ROAD.
 AA5404
 AA5404                          STATION RECOVERY (2002)
 AA5404
 AA5404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5404'I, JOSEPH C. KAPELCZAK, A LICENSED LAND SURVEYOR NO. 24598 ALSO BEING
 AA5404'THE OAKLAND COUNTY PLAT ENGINEER AND COUNTY REMONUMENTATION
 AA5404'REPRESENTATIVE DURING THE COURSE OF GPS SURVEYING IN THE COUNTY OF
 AA5404'OAKLAND FOUND THIS MONUMENT TO BE DESTROYED.
 AA5404
 AA5404                          STATION RECOVERY (2006)
 AA5404
 AA5404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0777 ***********************************************************************
 RL0777  DESIGNATION -  1139.3
 RL0777  PID         -  RL0777
 RL0777  STATE/COUNTY-  MI/ONTONAGON
 RL0777  COUNTRY     -  US
 RL0777  USGS QUAD   -  PAYNESVILLE (2017)
 RL0777
 RL0777                         *CURRENT SURVEY CONTROL
 RL0777  ______________________________________________________________________
 RL0777* NAD 83(1986) POSITION- 46 36 28.     (N) 089 03 29.     (W)   SCALED
 RL0777* NAVD 88 ORTHO HEIGHT -   347.272 (meters)     1139.34  (feet) ADJUSTED
 RL0777  ______________________________________________________________________
 RL0777  GEOID HEIGHT    -        -32.294 (meters)                     GEOID18
 RL0777  DYNAMIC HEIGHT  -        347.288 (meters)     1139.39  (feet) COMP
 RL0777  MODELED GRAVITY -    980,652.3   (mgal)                       NAVD 88
 RL0777
 RL0777  VERT ORDER      -  SECOND    CLASS 0
 RL0777
 RL0777.The horizontal coordinates were scaled from a map and have
 RL0777.an estimated accuracy of +/- 6 seconds.
 RL0777
 RL0777.The orthometric height was determined by differential leveling and
 RL0777.adjusted by the NATIONAL GEODETIC SURVEY
 RL0777.in June 1991.
 RL0777
 RL0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0777.GEOID18 height accuracy estimate available here.
 RL0777
 RL0777.Click photographs - Photos may exist for this station.
 RL0777
 RL0777.The dynamic height is computed by dividing the NAVD 88
 RL0777.geopotential number by the normal gravity value computed on the
 RL0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0777.degrees latitude (g = 980.6199 gals.).
 RL0777
 RL0777.The modeled gravity was interpolated from observed gravity values.
 RL0777
 RL0777;                    North         East    Units  Estimated Accuracy
 RL0777;SPC MI N     -   204,820.    7,842,360.      MT  (+/- 180 meters Scaled)
 RL0777
 RL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS423636(NAD 83)
 RL0777
 RL0777                          SUPERSEDED SURVEY CONTROL
 RL0777
 RL0777  NGVD 29 (??/??/92)  347.282  (m)         1139.37   (f) ADJ UNCH    2 0
 RL0777
 RL0777.Superseded values are not recommended for survey control.
 RL0777
 RL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0777.See file dsdata.pdf to determine how the superseded data were derived.
 RL0777
 RL0777_MARKER: S = SPIKE
 RL0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0777_SP_SET: BIRCH TREE
 RL0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0777
 RL0777  HISTORY     - Date     Condition        Report By
 RL0777  HISTORY     - UNK      MONUMENTED       USGS
 RL0777  HISTORY     - 1948     GOOD             CGS
 RL0777  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0777  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0777
 RL0777                          STATION DESCRIPTION
 RL0777
 RL0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0777'10.8 MI N FROM TROUT CREEK.
 RL0777'ABOUT 10.75 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE
 RL0777'POST OFFICE AT TROUT CREEK, ABOUT 0.45 MILE NORTHWEST OF A CURVE
 RL0777'IN ROAD WITH TANGENTS NORTHWEST AND SOUTH AND THE CROSSING OF A
 RL0777'POWER TRANSMISSION LINE, AT THE JUNCTION OF A PRIVATE ROAD
 RL0777'SOUTHWEST, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 34
 RL0777'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST
 RL0777'AND ACROSS SIDE ROAD FROM USC AND GS B.M. M 138 AND 2 FEET BELOW
 RL0777'THE ROAD.  A RAILROAD SPIKE IN THE NORTHEAST SIDE OF A 5-INCH
 RL0777'BIRCH TREE.
 RL0777
 RL0777                          STATION RECOVERY (2001)
 RL0777
 RL0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0777'MARK NOT FOUND.
 RL0777
 RL0777                          STATION RECOVERY (2004)
 RL0777
 RL0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0222 ***********************************************************************
 RJ0222  DESIGNATION -  114
 RJ0222  PID         -  RJ0222
 RJ0222  STATE/COUNTY-  MI/CHIPPEWA
 RJ0222  COUNTRY     -  US
 RJ0222  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0222
 RJ0222                         *CURRENT SURVEY CONTROL
 RJ0222  ______________________________________________________________________
 RJ0222* NAD 83(1986) POSITION- 46 25 10.     (N) 084 13 03.     (W)   SCALED
 RJ0222* NAVD 88 ORTHO HEIGHT -   206.197 (meters)      676.50  (feet) ADJUSTED
 RJ0222  ______________________________________________________________________
 RJ0222  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ0222  DYNAMIC HEIGHT  -        206.208 (meters)      676.53  (feet) COMP
 RJ0222  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0222
 RJ0222  VERT ORDER      -  FIRST     CLASS 0
 RJ0222
 RJ0222.The horizontal coordinates were scaled from a map and have
 RJ0222.an estimated accuracy of +/- 6 seconds.
 RJ0222
 RJ0222.The orthometric height was determined by differential leveling and
 RJ0222.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0222.in June 1991.
 RJ0222
 RJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0222.GEOID18 height accuracy estimate available here.
 RJ0222
 RJ0222.Click photographs - Photos may exist for this station.
 RJ0222
 RJ0222.The dynamic height is computed by dividing the NAVD 88
 RJ0222.geopotential number by the normal gravity value computed on the
 RJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0222.degrees latitude (g = 980.6199 gals.).
 RJ0222
 RJ0222.The modeled gravity was interpolated from observed gravity values.
 RJ0222
 RJ0222;                    North         East    Units  Estimated Accuracy
 RJ0222;SPC MI N     -   185,600.    8,213,840.      MT  (+/- 180 meters Scaled)
 RJ0222
 RJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS138444(NAD 83)
 RJ0222
 RJ0222                          SUPERSEDED SURVEY CONTROL
 RJ0222
 RJ0222.No superseded survey control is available for this station.
 RJ0222
 RJ0222_MARKER: I = METAL ROD
 RJ0222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0222+WITH SETTING: INFORMATION.
 RJ0222_PROJECTION: RECESSED 9 CENTIMETERS
 RJ0222_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0222_ROD/PIPE-DEPTH: 1.8 meters
 RJ0222
 RJ0222  HISTORY     - Date     Condition        Report By
 RJ0222  HISTORY     - 1969     MONUMENTED       USLS
 RJ0222  HISTORY     - 1969     GOOD             USLS
 RJ0222  HISTORY     - 1983     GOOD             NGS
 RJ0222
 RJ0222                          STATION DESCRIPTION
 RJ0222
 RJ0222'DESCRIBED BY US LAKE SURVEY 1969
 RJ0222'AT SUGAR ISLAND.
 RJ0222'114 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0222'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0222'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0222'MILES SOUTH TO T-INTERSECTION AND VICINITY OF MARK, 73.1 FEET
 RJ0222'SOUTHWEST OF UTILITY POLE NO. USCG-231, 36 FEET SOUTHEAST OF
 RJ0222'INTERSECTING CENTERLINES OF ROADS, 8.9 FEET WEST OF UTILITY
 RJ0222'POLE NO. SU 1-114, 1/3-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0222'HIGHEST POINT ON TOP OF A 1-1/2-INCH IRON ROD, 6 FEET LONG.
 RJ0222
 RJ0222                          STATION RECOVERY (1983)
 RJ0222
 RJ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0222'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0222'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0222'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0222'ALONG HOMESTEAD ROAD, AT A T JUNCTION, 10.1 METERS (33.0 FT) SOUTH OF
 RJ0222'THE APPROXIMATE CENTER OF 6 MILE ROAD, 16.8 METERS (55.0 FT)
 RJ0222'EAST-SOUTHEAST OF A STOP SIGN, 2.3 METERS (7.4 FT) WEST OF A GUYED
 RJ0222'POWERLINE POLE, AND 0.79 METERS (2.6 FT) NORTHEAST OF THE EAST SUPPORT
 RJ0222'POST FOR PLEASANT VIEW RESORT SIGN.
 RJ0222'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RJ0222'THE MARK IS 0.09 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0300 ***********************************************************************
 NF0300  DESIGNATION -  114 1/2
 NF0300  PID         -  NF0300
 NF0300  STATE/COUNTY-  MI/IONIA
 NF0300  COUNTRY     -  US
 NF0300  USGS QUAD   -  PORTLAND NORTH (2017)
 NF0300
 NF0300                         *CURRENT SURVEY CONTROL
 NF0300  ______________________________________________________________________
 NF0300* NAD 83(1986) POSITION- 42 59 57.     (N) 084 52 41.     (W)   SCALED
 NF0300* NAVD 88 ORTHO HEIGHT -   213.608 (meters)      700.81  (feet) ADJUSTED
 NF0300  ______________________________________________________________________
 NF0300  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 NF0300  DYNAMIC HEIGHT  -        213.555 (meters)      700.64  (feet) COMP
 NF0300  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 NF0300
 NF0300  VERT ORDER      -  SECOND    CLASS 0
 NF0300
 NF0300.The horizontal coordinates were scaled from a map and have
 NF0300.an estimated accuracy of +/- 6 seconds.
 NF0300
 NF0300.The orthometric height was determined by differential leveling and
 NF0300.adjusted by the NATIONAL GEODETIC SURVEY
 NF0300.in June 1991.
 NF0300
 NF0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0300.GEOID18 height accuracy estimate available here.
 NF0300
 NF0300.Click photographs - Photos may exist for this station.
 NF0300
 NF0300.The dynamic height is computed by dividing the NAVD 88
 NF0300.geopotential number by the normal gravity value computed on the
 NF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0300.degrees latitude (g = 980.6199 gals.).
 NF0300
 NF0300.The modeled gravity was interpolated from observed gravity values.
 NF0300
 NF0300;                    North         East    Units  Estimated Accuracy
 NF0300;SPC MI S     -   166,650.    3,958,300.      MT  (+/- 180 meters Scaled)
 NF0300
 NF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN729629(NAD 83)
 NF0300
 NF0300                          SUPERSEDED SURVEY CONTROL
 NF0300
 NF0300  NGVD 29 (??/??/92)  213.745  (m)          701.26   (f) ADJ UNCH    2 0
 NF0300
 NF0300.Superseded values are not recommended for survey control.
 NF0300
 NF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0300.See file dsdata.pdf to determine how the superseded data were derived.
 NF0300
 NF0300_MARKER: Z = SEE DESCRIPTION
 NF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0300_STAMPING: BM NO 114 1/2
 NF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0300+STABILITY: SURFACE MOTION
 NF0300
 NF0300  HISTORY     - Date     Condition        Report By
 NF0300  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0300  HISTORY     - 1934     GOOD             CGS
 NF0300  HISTORY     - 20070604 MARK NOT FOUND   MIDT
 NF0300
 NF0300                          STATION DESCRIPTION
 NF0300
 NF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0300'1.7 MI W FROM PEWAMO.
 NF0300'1.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0300'STATION AT PEWAMO, IONIA COUNTY, 14 YARDS NORTHWEST OF THE
 NF0300'WEST END OF A RAIL TRACK, 37.5 FEET NORTH OF THE NORTH RAIL,
 NF0300'2 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.
 NF0300'A BRONZE PLUG, STAMPED B.M. NO. 114 1/2 AND SET IN THE TOP
 NF0300'OF A CONCRETE POST.
 NF0300
 NF0300                          STATION RECOVERY (2007)
 NF0300
 NF0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6845 ***********************************************************************
 AA6845  DESIGNATION -  114 254
 AA6845  PID         -  AA6845
 AA6845  STATE/COUNTY-  MI/WAYNE
 AA6845  COUNTRY     -  US
 AA6845  USGS QUAD   -  ROYAL OAK (2017)
 AA6845
 AA6845                         *CURRENT SURVEY CONTROL
 AA6845  ______________________________________________________________________
 AA6845* NAD 83(2011) POSITION- 42 24 55.19863(N) 083 14 16.77633(W)   ADJUSTED
 AA6845* NAD 83(2011) ELLIP HT-   159.220 (meters)        (06/27/12)   ADJUSTED
 AA6845* NAD 83(2011) EPOCH   -  2010.00
 AA6845* NAVD 88 ORTHO HEIGHT -   193.3   (meters)      634.    (feet) GPS OBS
 AA6845  ______________________________________________________________________
 AA6845  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6845  GEOID HEIGHT    -         -34.15 (meters)                     GEOID93
 AA6845  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 AA6845  NAD 83(2011) X  -    555,302.222 (meters)                     COMP
 AA6845  NAD 83(2011) Y  - -4,683,316.534 (meters)                     COMP
 AA6845  NAD 83(2011) Z  -  4,279,883.338 (meters)                     COMP
 AA6845  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 AA6845
 AA6845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6845  Standards:
 AA6845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6845  -------------------------------------------------------------------
 AA6845  NETWORK    0.95   1.00           0.44   0.31   0.51     -0.08066015
 AA6845  -------------------------------------------------------------------
 AA6845  Click here for local accuracies and other accuracy information.
 AA6845
 AA6845.The horizontal coordinates were established by GPS observations
 AA6845.and adjusted by the National Geodetic Survey in June 2012.
 AA6845
 AA6845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6845.been affixed to the stable North American tectonic plate. See 
 AA6845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6845
 AA6845.The horizontal coordinates are valid at the epoch date displayed above
 AA6845.which is a decimal equivalence of Year/Month/Day.
 AA6845
 AA6845.The orthometric height was determined by GPS observations and a
 AA6845.high-resolution geoid model.
 AA6845
 AA6845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6845.GEOID18 height accuracy estimate available here.
 AA6845
 AA6845.Click photographs - Photos may exist for this station.
 AA6845
 AA6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6845
 AA6845.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6845
 AA6845.The ellipsoidal height was determined by GPS observations
 AA6845.and is referenced to NAD 83.
 AA6845
 AA6845. The following values were computed from the NAD 83(2011) position.
 AA6845
 AA6845;                    North         East     Units Scale Factor Converg.
 AA6845;SPC MI S     -   102,295.741 4,092,892.559   MT  0.99994027   +0 46 05.1
 AA6845;SPC MI S     -   335,615.95 13,428,125.19   iFT  0.99994027   +0 46 05.1
 AA6845;UTM  17      - 4,698,318.179   315,860.547   MT  1.00001720   -1 30 35.8
 AA6845
 AA6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6845!SPC MI S     -   0.99997503  x   0.99994027  =   0.99991530
 AA6845!UTM  17      -   0.99997503  x   1.00001720  =   0.99999223
 AA6845
 AA6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1586098318(NAD 83)
 AA6845
 AA6845                          SUPERSEDED SURVEY CONTROL
 AA6845
 AA6845  NAD 83(2007)-  42 24 55.19874(N)    083 14 16.77723(W) AD(2002.00) 0
 AA6845  ELLIP H (02/10/07)  159.214  (m)                       GP(2002.00)    
 AA6845  ELLIP H (07/12/02)  159.240  (m)                       GP(       ) 4 1
 AA6845  NAD 83(1994)-  42 24 55.19870(N)    083 14 16.77697(W) AD(       ) 1
 AA6845  ELLIP H (02/03/97)  159.288  (m)                       GP(       ) 4 1
 AA6845  NAD 83(1986)-  42 24 55.20319(N)    083 14 16.80724(W) AD(       ) 1
 AA6845
 AA6845.Superseded values are not recommended for survey control.
 AA6845
 AA6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6845.See file dsdata.pdf to determine how the superseded data were derived.
 AA6845
 AA6845_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6845_STAMPING: 114-254 1960
 AA6845_MARK LOGO: MI-163
 AA6845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6845+STABILITY: SURFACE MOTION
 AA6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6845+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 AA6845
 AA6845  HISTORY     - Date     Condition        Report By
 AA6845  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6845  HISTORY     - 20011212 GOOD             INDIV
 AA6845  HISTORY     - 20021212 GOOD             INDIV
 AA6845  HISTORY     - 20051216 GOOD             INDIV
 AA6845  HISTORY     - 20061115 GOOD             INDIV
 AA6845  HISTORY     - 20061205 GOOD             INDIV
 AA6845  HISTORY     - 20081216 GOOD             INDIV
 AA6845  HISTORY     - 20091228 GOOD             INDIV
 AA6845
 AA6845                          STATION DESCRIPTION
 AA6845
 AA6845'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6845'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6845'MCNICHOLS ROAD AT EVERGREEN ROAD. TO REACH FROM M-39 (SOUTHFIELD
 AA6845'EXPRESSWAY) AND MCNICHOLS ROAD (EXIT 13) PROCEED WEST ON MCNICHOLS
 AA6845'ROAD 1.1 MILESTO EVERGREEN ROAD AND THE STATION IN THE NORTHEAST
 AA6845'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6845'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT
 AA6845'BOX SET FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6845'CENTERLINE INTERSECTION OF TWO SIDEWALKS. CENTERLINE OF WESTBOUND
 AA6845'MCNICHOLS ROAD IS S 0 E, 53.1 FEET, CENTERLINE OF EVERGREEN ROAD IS N
 AA6845'90 W, 56.7 FEET.
 AA6845
 AA6845                          STATION RECOVERY (2001)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2002)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2005)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2006)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2006)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2008)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2009)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5158 ***********************************************************************
 AA5158  DESIGNATION -  114 SALEM
 AA5158  PID         -  AA5158
 AA5158  STATE/COUNTY-  MI/WASHTENAW
 AA5158  COUNTRY     -  US
 AA5158  USGS QUAD   -  SALEM (2017)
 AA5158
 AA5158                         *CURRENT SURVEY CONTROL
 AA5158  ______________________________________________________________________
 AA5158* NAD 83(2011) POSITION- 42 24 22.41379(N) 083 34 32.60019(W)   ADJUSTED
 AA5158* NAD 83(2011) ELLIP HT-   250.731 (meters)        (06/27/12)   ADJUSTED
 AA5158* NAD 83(2011) EPOCH   -  2010.00
 AA5158* NAVD 88 ORTHO HEIGHT -   284.5   (meters)      933.    (feet) GPS OBS
 AA5158  ______________________________________________________________________
 AA5158  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5158  GEOID HEIGHT    -         -33.67 (meters)                     GEOID93
 AA5158  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 AA5158  NAD 83(2011) X  -    527,770.918 (meters)                     COMP
 AA5158  NAD 83(2011) Y  - -4,687,253.520 (meters)                     COMP
 AA5158  NAD 83(2011) Z  -  4,279,198.136 (meters)                     COMP
 AA5158  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 AA5158
 AA5158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5158  Standards:
 AA5158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5158  -------------------------------------------------------------------
 AA5158  NETWORK   13.12  17.80           5.79   4.68   9.08      0.29741666
 AA5158  -------------------------------------------------------------------
 AA5158  Click here for local accuracies and other accuracy information.
 AA5158
 AA5158.The horizontal coordinates were established by GPS observations
 AA5158.and adjusted by the National Geodetic Survey in June 2012.
 AA5158
 AA5158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5158.been affixed to the stable North American tectonic plate. See 
 AA5158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5158
 AA5158.The horizontal coordinates are valid at the epoch date displayed above
 AA5158.which is a decimal equivalence of Year/Month/Day.
 AA5158
 AA5158.The orthometric height was determined by GPS observations and a
 AA5158.high-resolution geoid model.
 AA5158
 AA5158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5158.GEOID18 height accuracy estimate available here.
 AA5158
 AA5158.Click photographs - Photos may exist for this station.
 AA5158
 AA5158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5158
 AA5158.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5158
 AA5158.The ellipsoidal height was determined by GPS observations
 AA5158.and is referenced to NAD 83.
 AA5158
 AA5158. The following values were computed from the NAD 83(2011) position.
 AA5158
 AA5158;                    North         East     Units Scale Factor Converg.
 AA5158;SPC MI S     -   100,967.361 4,065,107.147   MT  0.99994157   +0 32 17.7
 AA5158;SPC MI S     -   331,257.75 13,336,965.71   iFT  0.99994157   +0 32 17.7
 AA5158;UTM  17      - 4,698,094.745   288,040.331   MT  1.00015280   -1 44 15.6
 AA5158
 AA5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5158!SPC MI S     -   0.99996068  x   0.99994157  =   0.99990225
 AA5158!UTM  17      -   0.99996068  x   1.00015280  =   1.00011347
 AA5158
 AA5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8804098094(NAD 83)
 AA5158
 AA5158                          SUPERSEDED SURVEY CONTROL
 AA5158
 AA5158  NAD 83(2007)-  42 24 22.41394(N)    083 34 32.60094(W) AD(2002.00) 0
 AA5158  ELLIP H (02/10/07)  250.730  (m)                       GP(2002.00)    
 AA5158  ELLIP H (07/12/02)  250.764  (m)                       GP(       ) 4 1
 AA5158  NAD 83(1994)-  42 24 22.41410(N)    083 34 32.60036(W) AD(       ) 1
 AA5158  ELLIP H (02/03/97)  250.811  (m)                       GP(       ) 4 1
 AA5158  NAD 83(1986)-  42 24 22.41894(N)    083 34 32.62419(W) AD(       ) 1
 AA5158
 AA5158.Superseded values are not recommended for survey control.
 AA5158
 AA5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5158.See file dsdata.pdf to determine how the superseded data were derived.
 AA5158
 AA5158_MARKER: DD = SURVEY DISK
 AA5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5158_STAMPING: 114
 AA5158_MARK LOGO: MI-161
 AA5158_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5158+STABILITY: SURFACE MOTION
 AA5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5158+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5158
 AA5158  HISTORY     - Date     Condition        Report By
 AA5158  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5158
 AA5158                          STATION DESCRIPTION
 AA5158
 AA5158'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5158'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5158'APPROXIMATELY ON THE EASTERN LIMIT OF THE VILLAGE OF SALEM, IN THE
 AA5158'NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 1 SOUTH, RANGE 7 EAST, SALEM
 AA5158'TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF THE SEVEN MILE
 AA5158'ROAD AND THE C.S. AND X. RAILROAD, IN THE VILLAGE OF SALEM, PROCEED
 AA5158'EAST ON SEVEN MILE ROAD FOR 150 FT (45.7 M) TO THE STATION ON THE
 AA5158'SOUTH SIDE, IN THE COUNTY RIGHT-OF-WAY, BETWEEN THE DRIVE ENTRANCES TO
 AA5158'THE R.E. SHOEBRIDGE BUILDING (NO. 9780 SEVEN MILE ROAD). THE STATION
 AA5158'IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5158'MONUMENT, AND STAMPED 'WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5158'CONTROL 114'. THE DISK IS LOCATED 9.55 N00E OF THE SOUTH EDGE OF
 AA5158'PAVEMENT OF SEVEN MILE ROAD, 95.83 FT (29.21 M) S00E OF THE NORTHWEST
 AA5158'CORNER OF THE SHOEBRIDGE BUILDING, 102.35 FT (31.20 M) S30E OF THE
 AA5158'NORTHEAST CORNER OF THE SHOEBRIDGE BUILDING, AND 117.08 FT (35.69 M)
 AA5158'N90W OF A PK-NAIL SET IN THE SOUTH SIDE OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9173 ***********************************************************************
 DG9173  DESIGNATION -  11400
 DG9173  PID         -  DG9173
 DG9173  STATE/COUNTY-  MI/BERRIEN
 DG9173  COUNTRY     -  US
 DG9173  USGS QUAD   -  NILES EAST (2017)
 DG9173
 DG9173                         *CURRENT SURVEY CONTROL
 DG9173  ______________________________________________________________________
 DG9173* NAD 83(1986) POSITION- 41 49 27.     (N) 086 14 33.     (W)   SCALED
 DG9173* NAVD 88 ORTHO HEIGHT -   223.316 (meters)      732.66  (feet) ADJUSTED
 DG9173  ______________________________________________________________________
 DG9173  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 DG9173  DYNAMIC HEIGHT  -        223.234 (meters)      732.39  (feet) COMP
 DG9173  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 DG9173
 DG9173  VERT ORDER      -  FIRST     CLASS II
 DG9173
 DG9173.The horizontal coordinates were scaled from a map and have
 DG9173.an estimated accuracy of +/- 6 seconds.
 DG9173
 DG9173.The orthometric height was determined by differential leveling and
 DG9173.adjusted by the NATIONAL GEODETIC SURVEY
 DG9173.in March 2005.
 DG9173
 DG9173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9173.GEOID18 height accuracy estimate available here.
 DG9173
 DG9173.Click photographs - Photos may exist for this station.
 DG9173
 DG9173.The dynamic height is computed by dividing the NAVD 88
 DG9173.geopotential number by the normal gravity value computed on the
 DG9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9173.degrees latitude (g = 980.6199 gals.).
 DG9173
 DG9173.The modeled gravity was interpolated from observed gravity values.
 DG9173
 DG9173;                    North         East    Units  Estimated Accuracy
 DG9173;SPC MI S     -    37,750.    3,844,160.      MT  (+/- 180 meters Scaled)
 DG9173
 DG9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM629305(NAD 83)
 DG9173
 DG9173                          SUPERSEDED SURVEY CONTROL
 DG9173
 DG9173.No superseded survey control is available for this station.
 DG9173
 DG9173_MARKER: DD = SURVEY DISK
 DG9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9173_STAMPING: 11400 2001
 DG9173_MARK LOGO: MIDT
 DG9173_PROJECTION: FLUSH
 DG9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9173+STABILITY: SURFACE MOTION
 DG9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9173+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DG9173
 DG9173  HISTORY     - Date     Condition        Report By
 DG9173  HISTORY     - 20010611 MONUMENTED       NGS
 DG9173  HISTORY     - 20030513 GOOD             NGS
 DG9173  HISTORY     - 20100201 GOOD             SPALD
 DG9173  HISTORY     - 20160601 POOR             MIDT
 DG9173  HISTORY     - 20180529 MARK NOT FOUND   MIDT
 DG9173
 DG9173                          STATION DESCRIPTION
 DG9173
 DG9173'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9173'STATION IS LOCATED IN THE CITY OF NILES,  ACROSS THE STREET FROM
 DG9173'CHERRY STREET AND THE STONE ENTRANCE TO THE SILVERBROOK  CEMETERY.  IT
 DG9173'IS IN THE SOUTHWEST 1/4 OF SECTION 25, T-8-S,  R-17-W,  MILTON
 DG9173'TOWNSHIP AND ON CITY PROPERTY.
 DG9173'
 DG9173'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 12,  STATE HIGHWAY 60  AND
 DG9173'BUSINESS ROUTE 12 AT THE EAST SIDE OF NILES, GO NORTHWEST ON  BUSINESS
 DG9173'ROUTE 12 FOR 1.6 MILES TO THE SILVERBROOK CEMETERY AND  CHERRY STREET
 DG9173'ON THE LEFT AND THE STATION ON THE RIGHT BY A  UTILITY POLE.
 DG9173'
 DG9173'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9173'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9173'THE GROUND SURFACE.  IT IS 22.0 FEET NORTHEAST OF THE  CENTERLINE OF
 DG9173'BUSINESS ROUTE 12 (MAIN STREET), 8.8 FEET SOUTHWEST  OF THE CENTER OF
 DG9173'A SIDEWALK AND 1.0 FEET SOUTHEAST OF THE UTILITY  POLE AND CARSONITE
 DG9173'WITNESS POST.
 DG9173'
 DG9173'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9173
 DG9173                          STATION RECOVERY (2010)
 DG9173
 DG9173'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (JD)
 DG9173'RECOVERED IN GOOD CONDITION.
 DG9173
 DG9173                          STATION RECOVERY (2016)
 DG9173
 DG9173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 DG9173'MARK RECOVERED IN POOR CONDITION.
 DG9173
 DG9173                          STATION RECOVERY (2018)
 DG9173
 DG9173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 DG9173'THE DISK IS MISSING ON THE MARK AND THE UTILITY POLE DOESN'T EXIST
 DG9173'ANYMORE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0865 ***********************************************************************
 RL0865  DESIGNATION -  1149.2
 RL0865  PID         -  RL0865
 RL0865  STATE/COUNTY-  MI/ONTONAGON
 RL0865  COUNTRY     -  US
 RL0865  USGS QUAD   -  ROCKLAND (2017)
 RL0865
 RL0865                         *CURRENT SURVEY CONTROL
 RL0865  ______________________________________________________________________
 RL0865* NAD 83(1986) POSITION- 46 41 56.     (N) 089 13 45.     (W)   SCALED
 RL0865* NAVD 88 ORTHO HEIGHT -   350.355 (meters)     1149.46  (feet) ADJUSTED
 RL0865  ______________________________________________________________________
 RL0865  GEOID HEIGHT    -        -31.788 (meters)                     GEOID18
 RL0865  DYNAMIC HEIGHT  -        350.384 (meters)     1149.55  (feet) COMP
 RL0865  MODELED GRAVITY -    980,686.2   (mgal)                       NAVD 88
 RL0865
 RL0865  VERT ORDER      -  SECOND    CLASS 0
 RL0865
 RL0865.The horizontal coordinates were scaled from a map and have
 RL0865.an estimated accuracy of +/- 6 seconds.
 RL0865
 RL0865.The orthometric height was determined by differential leveling and
 RL0865.adjusted by the NATIONAL GEODETIC SURVEY
 RL0865.in June 1991.
 RL0865
 RL0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0865.GEOID18 height accuracy estimate available here.
 RL0865
 RL0865.Click photographs - Photos may exist for this station.
 RL0865
 RL0865.The dynamic height is computed by dividing the NAVD 88
 RL0865.geopotential number by the normal gravity value computed on the
 RL0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0865.degrees latitude (g = 980.6199 gals.).
 RL0865
 RL0865.The modeled gravity was interpolated from observed gravity values.
 RL0865
 RL0865;                    North         East    Units  Estimated Accuracy
 RL0865;SPC MI N     -   215,300.    7,829,540.      MT  (+/- 180 meters Scaled)
 RL0865
 RL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS295741(NAD 83)
 RL0865
 RL0865                          SUPERSEDED SURVEY CONTROL
 RL0865
 RL0865  NGVD 29 (??/??/92)  350.362  (m)         1149.48   (f) ADJ UNCH    2 0
 RL0865
 RL0865.Superseded values are not recommended for survey control.
 RL0865
 RL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0865.See file dsdata.pdf to determine how the superseded data were derived.
 RL0865
 RL0865_MARKER: S = SPIKE
 RL0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0865_SP_SET: TWIN MAPLE TREE
 RL0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0865
 RL0865  HISTORY     - Date     Condition        Report By
 RL0865  HISTORY     - UNK      MONUMENTED       USGS
 RL0865  HISTORY     - 1948     GOOD             CGS
 RL0865  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0865
 RL0865                          STATION DESCRIPTION
 RL0865
 RL0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0865'4.2 MI SW FROM ROCKLAND.
 RL0865'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0865'IN ROCKLAND, THENCE 4.1 MILE SOUTHWEST ALONG THE NORWICH ROAD,
 RL0865'IN THE NORTHEAST QUARTER OF THE ROAD JUNCTION IN VICTORIA, 44
 RL0865'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 19 FEET NORTH
 RL0865'OF THE CENTER LINE OF THE CROSS ROAD, 56 FEET SOUTH OF THE
 RL0865'SOUTHWEST CORNER OF A WHITE CABIN, 10 FEET SOUTHEAST OF BENCH
 RL0865'MARK J 137, ABOUT LEVEL WITH THE ROADS.  A RAILROAD SPIKE DRIVEN
 RL0865'IN THE WEST ROOT OF A LARGE TWIN MAPLE TREE.
 RL0865
 RL0865                          STATION RECOVERY (2001)
 RL0865
 RL0865'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0865'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0087 ***********************************************************************
 ME0087  DESIGNATION -  115 1/2
 ME0087  PID         -  ME0087
 ME0087  STATE/COUNTY-  MI/CASS
 ME0087  COUNTRY     -  US
 ME0087  USGS QUAD   -  EDWARDSBURG (2017)
 ME0087
 ME0087                         *CURRENT SURVEY CONTROL
 ME0087  ______________________________________________________________________
 ME0087* NAD 83(1986) POSITION- 41 48 49.     (N) 086 04 19.     (W)   SCALED
 ME0087* NAVD 88 ORTHO HEIGHT -   255.850 (meters)      839.40  (feet) ADJUSTED
 ME0087  ______________________________________________________________________
 ME0087  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 ME0087  DYNAMIC HEIGHT  -        255.756 (meters)      839.09  (feet) COMP
 ME0087  MODELED GRAVITY -    980,248.8   (mgal)                       NAVD 88
 ME0087
 ME0087  VERT ORDER      -  SECOND    CLASS 0
 ME0087
 ME0087.The horizontal coordinates were scaled from a map and have
 ME0087.an estimated accuracy of +/- 6 seconds.
 ME0087
 ME0087.The orthometric height was determined by differential leveling and
 ME0087.adjusted by the NATIONAL GEODETIC SURVEY
 ME0087.in June 1991.
 ME0087
 ME0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0087.GEOID18 height accuracy estimate available here.
 ME0087
 ME0087.Click photographs - Photos may exist for this station.
 ME0087
 ME0087.The dynamic height is computed by dividing the NAVD 88
 ME0087.geopotential number by the normal gravity value computed on the
 ME0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0087.degrees latitude (g = 980.6199 gals.).
 ME0087
 ME0087.The modeled gravity was interpolated from observed gravity values.
 ME0087
 ME0087;                    North         East    Units  Estimated Accuracy
 ME0087;SPC MI S     -    36,270.    3,858,300.      MT  (+/- 180 meters Scaled)
 ME0087
 ME0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM770294(NAD 83)
 ME0087
 ME0087                          SUPERSEDED SURVEY CONTROL
 ME0087
 ME0087  NGVD 29 (??/??/92)  255.978  (m)          839.82   (f) ADJ UNCH    2 0
 ME0087
 ME0087.Superseded values are not recommended for survey control.
 ME0087
 ME0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0087.See file dsdata.pdf to determine how the superseded data were derived.
 ME0087
 ME0087_MARKER: DD = SURVEY DISK
 ME0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0087_STAMPING: BM 115-1/2
 ME0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0087+STABILITY: SURFACE MOTION
 ME0087
 ME0087  HISTORY     - Date     Condition        Report By
 ME0087  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0087  HISTORY     - 1934     GOOD             CGS
 ME0087  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0087
 ME0087                          STATION DESCRIPTION
 ME0087
 ME0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0087'1.5 MI NE FROM EDWARDSBURG.
 ME0087'1.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM EDWARDSBURG,
 ME0087'CASS COUNTY, ABOUT 200 FEET SOUTHWEST OF SIGNAL TOWER 1156, 45
 ME0087'FEET NORTHWEST OF THE WEST RAIL, 2 FEET SOUTHEAST OF THE
 ME0087'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 ME0087'A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 115-1/2 AND
 ME0087'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0087'GROUND.
 ME0087
 ME0087                          STATION RECOVERY (1977)
 ME0087
 ME0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5159 ***********************************************************************
 AA5159  DESIGNATION -  115 SCIO
 AA5159  PID         -  AA5159
 AA5159  STATE/COUNTY-  MI/WASHTENAW
 AA5159  COUNTRY     -  US
 AA5159  USGS QUAD   -  ANN ARBOR WEST (2017)
 AA5159
 AA5159                         *CURRENT SURVEY CONTROL
 AA5159  ______________________________________________________________________
 AA5159* NAD 83(2011) POSITION- 42 17 45.65558(N) 083 50 20.37078(W)   ADJUSTED
 AA5159* NAD 83(2011) ELLIP HT-   236.455 (meters)        (06/27/12)   ADJUSTED
 AA5159* NAD 83(2011) EPOCH   -  2010.00
 AA5159* NAVD 88 ORTHO HEIGHT -   270.3   (meters)      887.    (feet) GPS OBS
 AA5159  ______________________________________________________________________
 AA5159  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5159  GEOID HEIGHT    -         -33.74 (meters)                     GEOID93
 AA5159  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 AA5159  NAD 83(2011) X  -    507,111.878 (meters)                     COMP
 AA5159  NAD 83(2011) Y  - -4,697,818.518 (meters)                     COMP
 AA5159  NAD 83(2011) Z  -  4,270,140.811 (meters)                     COMP
 AA5159  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 AA5159
 AA5159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5159  Standards:
 AA5159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5159  -------------------------------------------------------------------
 AA5159  NETWORK   14.66  16.84           6.63   5.09   8.59      0.18583139
 AA5159  -------------------------------------------------------------------
 AA5159  Click here for local accuracies and other accuracy information.
 AA5159
 AA5159.The horizontal coordinates were established by GPS observations
 AA5159.and adjusted by the National Geodetic Survey in June 2012.
 AA5159
 AA5159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5159.been affixed to the stable North American tectonic plate. See 
 AA5159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5159
 AA5159.The horizontal coordinates are valid at the epoch date displayed above
 AA5159.which is a decimal equivalence of Year/Month/Day.
 AA5159
 AA5159.The orthometric height was determined by GPS observations and a
 AA5159.high-resolution geoid model.
 AA5159
 AA5159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5159.GEOID18 height accuracy estimate available here.
 AA5159
 AA5159.Click photographs - Photos may exist for this station.
 AA5159
 AA5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5159
 AA5159.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5159
 AA5159.The ellipsoidal height was determined by GPS observations
 AA5159.and is referenced to NAD 83.
 AA5159
 AA5159. The following values were computed from the NAD 83(2011) position.
 AA5159
 AA5159;                    North         East     Units Scale Factor Converg.
 AA5159;SPC MI S     -    88,556.298 4,043,513.000   MT  0.99995936   +0 21 32.8
 AA5159;SPC MI S     -   290,539.04 13,266,118.77   iFT  0.99995936   +0 21 32.8
 AA5159;UTM  17      - 4,686,546.968   265,965.099   MT  1.00027397   -1 54 41.0
 AA5159
 AA5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5159!SPC MI S     -   0.99996292  x   0.99995936  =   0.99992228
 AA5159!UTM  17      -   0.99996292  x   1.00027397  =   1.00023688
 AA5159
 AA5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6596586546(NAD 83)
 AA5159
 AA5159                          SUPERSEDED SURVEY CONTROL
 AA5159
 AA5159  NAD 83(2007)-  42 17 45.65570(N)    083 50 20.37153(W) AD(2002.00) 0
 AA5159  ELLIP H (02/10/07)  236.476  (m)                       GP(2002.00)    
 AA5159  ELLIP H (07/12/02)  236.518  (m)                       GP(       ) 4 1
 AA5159  NAD 83(1994)-  42 17 45.65498(N)    083 50 20.37041(W) AD(       ) 1
 AA5159  ELLIP H (02/03/97)  236.551  (m)                       GP(       ) 4 1
 AA5159  NAD 83(1986)-  42 17 45.66022(N)    083 50 20.39541(W) AD(       ) 1
 AA5159
 AA5159.Superseded values are not recommended for survey control.
 AA5159
 AA5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5159.See file dsdata.pdf to determine how the superseded data were derived.
 AA5159
 AA5159_MARKER: DD = SURVEY DISK
 AA5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5159_STAMPING: 115
 AA5159_MARK LOGO: MI-161
 AA5159_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5159+STABILITY: SURFACE MOTION
 AA5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5159+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5159
 AA5159  HISTORY     - Date     Condition        Report By
 AA5159  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5159  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AA5159  HISTORY     - 20010405 MARK NOT FOUND   LOCENG
 AA5159
 AA5159                          STATION DESCRIPTION
 AA5159
 AA5159'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5159'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5159'APPROXIMATELY 5.0 MI (8.0 KM) WEST OF THE CITY OF ANN ARBOR, IN THE
 AA5159'NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 2 SOUTH, RANGE 5 EAST, SCIO
 AA5159'TOWNSHIP, IN THE FRONT YARD OF THE WASHTENAW COUNTY ROAD COMMISSION.
 AA5159'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND I-94 AND ZEEB
 AA5159'ROAD, TURN RIGHT AT THE TRAFFIC SIGNAL AT THE INTERSECTION OF THE
 AA5159'SERVICE DRIVE AND ZEEB ROAD AND PROCEED NORTH ON ZEEB ROAD FOR
 AA5159'APPROXIMATELY 600 FT (182.9 M) TO THE SOUTH ENTRANCE DRIVE TO THE
 AA5159'WASHTENAW COUNTY ROAD COMMISSION MAIN YARD. TURN LEFT INTO THE MAIN
 AA5159'YARD. THE STATION IS LOCATED ON THE WEST SIDE OF ZEEB ROAD, IN THE
 AA5159'GRASS APRON BETWEEN THE NORTH AND SOUTH ENTRANCE DRIVES TO THE YARD.
 AA5159'THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5159'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED 'WASHTENAW COUNTY
 AA5159'REMONUMENTATION GEODETIC CONTROL 115'. IF TROUBLE IS EXPERIENCED IN
 AA5159'LOCATING THE STATION, CONTACT THE SURVEY DEPARTMENT IN THE ROAD
 AA5159'COMMISSION BUILDING.
 AA5159
 AA5159                          STATION RECOVERY (2001)
 AA5159
 AA5159'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEB)
 AA5159'DESTROYED - CONSTRUCTION OF NEW BUILDING DESTROYED THIS MONUMENT.
 AA5159'VERIFIED BY COUNTY SURVEYOR LEVIN ANDERSON WHO WITNESSED DESTRUCTION.
 AA5159
 AA5159                          STATION RECOVERY (2001)
 AA5159
 AA5159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5159'STATION HAS APPARENTLY BEEN REMOVED DUE TO CONSTRUCTION OF A NEW
 AA5159'PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7540 ***********************************************************************
 DK7540  DESIGNATION -  11600
 DK7540  PID         -  DK7540
 DK7540  STATE/COUNTY-  MI/BERRIEN
 DK7540  COUNTRY     -  US
 DK7540  USGS QUAD   -  BENTON HARBOR (2017)
 DK7540
 DK7540                         *CURRENT SURVEY CONTROL
 DK7540  ______________________________________________________________________
 DK7540* NAD 83(1986) POSITION- 42 05 18.     (N) 086 28 26.     (W)   SCALED
 DK7540* NAVD 88 ORTHO HEIGHT -   184.965 (meters)      606.84  (feet) ADJUSTED
 DK7540  ______________________________________________________________________
 DK7540  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DK7540  DYNAMIC HEIGHT  -        184.903 (meters)      606.64  (feet) COMP
 DK7540  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 DK7540
 DK7540  VERT ORDER      -  FIRST     CLASS II
 DK7540
 DK7540.The horizontal coordinates were scaled from a map and have
 DK7540.an estimated accuracy of +/- 6 seconds.
 DK7540
 DK7540.The orthometric height was determined by differential leveling and
 DK7540.adjusted by the NATIONAL GEODETIC SURVEY
 DK7540.in January 2009.
 DK7540
 DK7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7540.GEOID18 height accuracy estimate available here.
 DK7540
 DK7540.Click photographs - Photos may exist for this station.
 DK7540
 DK7540.The dynamic height is computed by dividing the NAVD 88
 DK7540.geopotential number by the normal gravity value computed on the
 DK7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7540.degrees latitude (g = 980.6199 gals.).
 DK7540
 DK7540.The modeled gravity was interpolated from observed gravity values.
 DK7540
 DK7540;                    North         East    Units  Estimated Accuracy
 DK7540;SPC MI S     -    67,530.    3,825,670.      MT  (+/- 180 meters Scaled)
 DK7540
 DK7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM435597(NAD 83)
 DK7540
 DK7540                          SUPERSEDED SURVEY CONTROL
 DK7540
 DK7540.No superseded survey control is available for this station.
 DK7540
 DK7540_MARKER: DD = SURVEY DISK
 DK7540_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7540_SP_SET: BRIDGE PARAPET
 DK7540_STAMPING: 11600 2008
 DK7540_MARK LOGO: MIDT
 DK7540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7540+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DK7540
 DK7540  HISTORY     - Date     Condition        Report By
 DK7540  HISTORY     - 20080708 MONUMENTED       COLEM
 DK7540
 DK7540                          STATION DESCRIPTION
 DK7540
 DK7540'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7540'THE STATION IS LOCATED IN THE NORTHEAST PARAPET OF THE NAPIER AVENUE
 DK7540'BRIDGE OVER THE ST.  JOSEPH RIVER IN THE CITY OF BENTON HARBOR, MI.
 DK7540'
 DK7540'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7540'MODERNIZATION MARK DISK SET IN A BRIDGE PARAPET.  THE STATION IS 5 FT
 DK7540'(1.5 M) NORTH OF THE EDGE OF CURB OF NAPIER AVENUE.
 DK7540'
 DK7540'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DK7540'IN THE NORTH AND NORTHEAST EXTENDING TO 85 DEGREES ABOVE THE HORIZON
 DK7540'AND TREES TO THE SOUTH AND SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE
 DK7540'HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7539 ***********************************************************************
 DK7539  DESIGNATION -  11601
 DK7539  PID         -  DK7539
 DK7539  STATE/COUNTY-  MI/BERRIEN
 DK7539  COUNTRY     -  US
 DK7539  USGS QUAD   -  BENTON HARBOR (2017)
 DK7539
 DK7539                         *CURRENT SURVEY CONTROL
 DK7539  ______________________________________________________________________
 DK7539* NAD 83(1986) POSITION- 42 05 26.     (N) 086 26 34.     (W)   SCALED
 DK7539* NAVD 88 ORTHO HEIGHT -   191.001 (meters)      626.64  (feet) ADJUSTED
 DK7539  ______________________________________________________________________
 DK7539  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 DK7539  DYNAMIC HEIGHT  -        190.936 (meters)      626.43  (feet) COMP
 DK7539  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 DK7539
 DK7539  VERT ORDER      -  FIRST     CLASS II
 DK7539
 DK7539.The horizontal coordinates were scaled from a map and have
 DK7539.an estimated accuracy of +/- 6 seconds.
 DK7539
 DK7539.The orthometric height was determined by differential leveling and
 DK7539.adjusted by the NATIONAL GEODETIC SURVEY
 DK7539.in January 2009.
 DK7539
 DK7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7539.GEOID18 height accuracy estimate available here.
 DK7539
 DK7539.Click photographs - Photos may exist for this station.
 DK7539
 DK7539.The dynamic height is computed by dividing the NAVD 88
 DK7539.geopotential number by the normal gravity value computed on the
 DK7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7539.degrees latitude (g = 980.6199 gals.).
 DK7539
 DK7539.The modeled gravity was interpolated from observed gravity values.
 DK7539
 DK7539;                    North         East    Units  Estimated Accuracy
 DK7539;SPC MI S     -    67,720.    3,828,250.      MT  (+/- 180 meters Scaled)
 DK7539
 DK7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM460599(NAD 83)
 DK7539
 DK7539                          SUPERSEDED SURVEY CONTROL
 DK7539
 DK7539.No superseded survey control is available for this station.
 DK7539
 DK7539_MARKER: DD = SURVEY DISK
 DK7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7539_STAMPING: 11601 2008
 DK7539_MARK LOGO: MIDT
 DK7539_PROJECTION: FLUSH
 DK7539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7539+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 DK7539
 DK7539  HISTORY     - Date     Condition        Report By
 DK7539  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7539  HISTORY     - 20230330 GOOD             MIDT
 DK7539
 DK7539                          STATION DESCRIPTION
 DK7539
 DK7539'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7539'TO REACH THE STATION FROM THE JUNCTION OF NAPIER AVENUE WITH UNION
 DK7539'STREET IN FAIR PLAIN, MI, APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE
 DK7539'CITY OF BENTON HARBOR, MI, GO NORTH ON UNION STREET FOR 0.25 MI (0.4
 DK7539'KM) TO MC KANN STREET, TURN LEFT AND GO WEST ON MC KANN STREET FOR 350
 DK7539'FT (106.7 M) TO BISHOP AVENUE ON THE RIGHT AND THE STATION ON THE
 DK7539'LEFT.
 DK7539'
 DK7539'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7539'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7539'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M).
 DK7539'
 DK7539'THE STATION IS 120 FT (36.6 M) EAST OF A TELEPHONE PEDESTAL, 30 FT
 DK7539'(9.1 M) WEST OF THE EXTENDED CENTERLINE OF BISHOP AVENUE, 11 FT (3.4
 DK7539'M) SOUTH OF THE EDGE OF PAVEMENT OF MC KANN STREET AND 2 FT (0.6 M)
 DK7539'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DK7539
 DK7539                          STATION RECOVERY (2023)
 DK7539
 DK7539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7541 ***********************************************************************
 DK7541  DESIGNATION -  11602
 DK7541  PID         -  DK7541
 DK7541  STATE/COUNTY-  MI/BERRIEN
 DK7541  COUNTRY     -  US
 DK7541  USGS QUAD   -  BENTON HARBOR (2017)
 DK7541
 DK7541                         *CURRENT SURVEY CONTROL
 DK7541  ______________________________________________________________________
 DK7541* NAD 83(1986) POSITION- 42 05 24.     (N) 086 25 19.     (W)   SCALED
 DK7541* NAVD 88 ORTHO HEIGHT -   190.398 (meters)      624.66  (feet) ADJUSTED
 DK7541  ______________________________________________________________________
 DK7541  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 DK7541  DYNAMIC HEIGHT  -        190.333 (meters)      624.45  (feet) COMP
 DK7541  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 DK7541
 DK7541  VERT ORDER      -  FIRST     CLASS II
 DK7541
 DK7541.The horizontal coordinates were scaled from a map and have
 DK7541.an estimated accuracy of +/- 6 seconds.
 DK7541
 DK7541.The orthometric height was determined by differential leveling and
 DK7541.adjusted by the NATIONAL GEODETIC SURVEY
 DK7541.in January 2009.
 DK7541
 DK7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7541.GEOID18 height accuracy estimate available here.
 DK7541
 DK7541.Click photographs - Photos may exist for this station.
 DK7541
 DK7541.The dynamic height is computed by dividing the NAVD 88
 DK7541.geopotential number by the normal gravity value computed on the
 DK7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7541.degrees latitude (g = 980.6199 gals.).
 DK7541
 DK7541.The modeled gravity was interpolated from observed gravity values.
 DK7541
 DK7541;                    North         East    Units  Estimated Accuracy
 DK7541;SPC MI S     -    67,610.    3,829,980.      MT  (+/- 180 meters Scaled)
 DK7541
 DK7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM478599(NAD 83)
 DK7541
 DK7541                          SUPERSEDED SURVEY CONTROL
 DK7541
 DK7541.No superseded survey control is available for this station.
 DK7541
 DK7541_MARKER: DD = SURVEY DISK
 DK7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7541_STAMPING: 11602 2008
 DK7541_MARK LOGO: MIDT
 DK7541_PROJECTION: FLUSH
 DK7541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7541+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7541
 DK7541  HISTORY     - Date     Condition        Report By
 DK7541  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7541  HISTORY     - 20130312 GOOD             INDIV
 DK7541  HISTORY     - 20230117 MARK NOT FOUND   MIDT
 DK7541
 DK7541                          STATION DESCRIPTION
 DK7541
 DK7541'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7541'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DK7541'NAPIER AVENUE WITH PIPESTONE ROAD, APPROXIMATELY 2.5 MI (4.0 KM)
 DK7541'SOUTHEAST OF THE CITY OF BENTON HARBOR, MI.
 DK7541'
 DK7541'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7541'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7541'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 100 FT (30.5 M)
 DK7541'WEST OF A METAL POST FOR A --EAST I-94-- SIGN, 26 FT (7.9 M) EAST OF
 DK7541'THE CENTER OF A DRIVEWAY OPENING, 16 FT (4.9 M) WEST OF THE CENTER OF
 DK7541'A DRIVEWAY OPENING, 5.5 FT (1.7 M) SOUTH OF THE EDGE OF PAVEMENT OF
 DK7541'NAPIER AVENUE AND 3 FT (0.9 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DK7541'POST.
 DK7541
 DK7541                          STATION RECOVERY (2013)
 DK7541
 DK7541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 DK7541'FOUND IN GOOD SHAPE
 DK7541
 DK7541                          STATION RECOVERY (2023)
 DK7541
 DK7541'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7544 ***********************************************************************
 DK7544  DESIGNATION -  11603
 DK7544  PID         -  DK7544
 DK7544  STATE/COUNTY-  MI/BERRIEN
 DK7544  COUNTRY     -  US
 DK7544  USGS QUAD   -  BENTON HARBOR (2017)
 DK7544
 DK7544                         *CURRENT SURVEY CONTROL
 DK7544  ______________________________________________________________________
 DK7544* NAD 83(1986) POSITION- 42 06 44.     (N) 086 22 42.     (W)   SCALED
 DK7544* NAVD 88 ORTHO HEIGHT -   208.075 (meters)      682.66  (feet) ADJUSTED
 DK7544  ______________________________________________________________________
 DK7544  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 DK7544  DYNAMIC HEIGHT  -        208.005 (meters)      682.43  (feet) COMP
 DK7544  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 DK7544
 DK7544  VERT ORDER      -  FIRST     CLASS II
 DK7544
 DK7544.The horizontal coordinates were scaled from a map and have
 DK7544.an estimated accuracy of +/- 6 seconds.
 DK7544
 DK7544.The orthometric height was determined by differential leveling and
 DK7544.adjusted by the NATIONAL GEODETIC SURVEY
 DK7544.in January 2009.
 DK7544
 DK7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7544.GEOID18 height accuracy estimate available here.
 DK7544
 DK7544.Click photographs - Photos may exist for this station.
 DK7544
 DK7544.The dynamic height is computed by dividing the NAVD 88
 DK7544.geopotential number by the normal gravity value computed on the
 DK7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7544.degrees latitude (g = 980.6199 gals.).
 DK7544
 DK7544.The modeled gravity was interpolated from observed gravity values.
 DK7544
 DK7544;                    North         East    Units  Estimated Accuracy
 DK7544;SPC MI S     -    69,990.    3,833,640.      MT  (+/- 180 meters Scaled)
 DK7544
 DK7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM513624(NAD 83)
 DK7544
 DK7544                          SUPERSEDED SURVEY CONTROL
 DK7544
 DK7544.No superseded survey control is available for this station.
 DK7544
 DK7544_MARKER: DD = SURVEY DISK
 DK7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7544_STAMPING: 11603 2008
 DK7544_MARK LOGO: MIDT
 DK7544_PROJECTION: FLUSH
 DK7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7544+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 DK7544
 DK7544  HISTORY     - Date     Condition        Report By
 DK7544  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7544  HISTORY     - 20151210 GOOD             INDIV
 DK7544
 DK7544                          STATION DESCRIPTION
 DK7544
 DK7544'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7544'TO REACH THE STATION FROM THE JUNCTION OF CRYSTAL AVENUE WITH EMPIRE
 DK7544'AVENUE, LOCATED APPROXIMATELY 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF
 DK7544'BENTON HARBOR, MI, GO EAST ON EMPIRE AVENUE FOR 2.0 MI (3.2 KM) TO
 DK7544'BENTON CENTER ROAD, TURN LEFT AND GO NORTH ON BENTON CENTER ROAD FOR
 DK7544'0.5 MI (0.8 KM) TO BRITAIN AVENUE, CONTINUE NORTH ON BENTON CENTER
 DK7544'ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DK7544'
 DK7544'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7544'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7544'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M).  THE STATION IS 6 FT
 DK7544'(1.8 M) EAST OF THE EDGE OF PAVEMENT OF BENTON CENTER ROAD AND 3 FT
 DK7544'(0.9 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DK7544
 DK7544                          STATION RECOVERY (2015)
 DK7544
 DK7544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HEI)
 DK7544'ORANGE CARSONITE WITNESS POST HAS BEEN DESTROYED BY MOWING.
 DK7544'
 DK7544'THE STATION IS 6 FT (1.8 M) EAST OF THE EDGE OF PAVEMENT OF BENTON
 DK7544'CENTER ROAD, 73.0 FT (22.3 M) NORTHEAST OF MICHIGAN DEPARTMENT OF
 DK7544'TRANSPORTATION NO TRESPASSING SIGN, 117.5 FT (35.8 M) SOUTHWEST OF A
 DK7544'POWER POLE, AND 184.0 FT (56.1 M) NORTHWEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7545 ***********************************************************************
 DK7545  DESIGNATION -  11604
 DK7545  PID         -  DK7545
 DK7545  STATE/COUNTY-  MI/BERRIEN
 DK7545  COUNTRY     -  US
 DK7545  USGS QUAD   -  BENTON HEIGHTS (2017)
 DK7545
 DK7545                         *CURRENT SURVEY CONTROL
 DK7545  ______________________________________________________________________
 DK7545* NAD 83(1986) POSITION- 42 07 40.     (N) 086 22 42.     (W)   SCALED
 DK7545* NAVD 88 ORTHO HEIGHT -   199.528 (meters)      654.62  (feet) ADJUSTED
 DK7545  ______________________________________________________________________
 DK7545  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 DK7545  DYNAMIC HEIGHT  -        199.461 (meters)      654.40  (feet) COMP
 DK7545  MODELED GRAVITY -    980,284.6   (mgal)                       NAVD 88
 DK7545
 DK7545  VERT ORDER      -  FIRST     CLASS II
 DK7545
 DK7545.The horizontal coordinates were scaled from a map and have
 DK7545.an estimated accuracy of +/- 6 seconds.
 DK7545
 DK7545.The orthometric height was determined by differential leveling and
 DK7545.adjusted by the NATIONAL GEODETIC SURVEY
 DK7545.in January 2009.
 DK7545
 DK7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7545.GEOID18 height accuracy estimate available here.
 DK7545
 DK7545.Click photographs - Photos may exist for this station.
 DK7545
 DK7545.The dynamic height is computed by dividing the NAVD 88
 DK7545.geopotential number by the normal gravity value computed on the
 DK7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7545.degrees latitude (g = 980.6199 gals.).
 DK7545
 DK7545.The modeled gravity was interpolated from observed gravity values.
 DK7545
 DK7545;                    North         East    Units  Estimated Accuracy
 DK7545;SPC MI S     -    71,720.    3,833,680.      MT  (+/- 180 meters Scaled)
 DK7545
 DK7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM513641(NAD 83)
 DK7545
 DK7545                          SUPERSEDED SURVEY CONTROL
 DK7545
 DK7545.No superseded survey control is available for this station.
 DK7545
 DK7545_MARKER: DD = SURVEY DISK
 DK7545_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7545_SP_SET: BRIDGE RETAINING WALL
 DK7545_STAMPING: 11604 2008
 DK7545_MARK LOGO: MIDT
 DK7545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7545+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DK7545
 DK7545  HISTORY     - Date     Condition        Report By
 DK7545  HISTORY     - 20080708 MONUMENTED       COLEM
 DK7545
 DK7545                          STATION DESCRIPTION
 DK7545
 DK7545'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7545'THE STATION IS LOCATED IN THE SOUTH END OF THE NORTHEAST RETAINING
 DK7545'WALL OF THE NORTH ABUTMENT OF THE BENTON CENTER ROAD BRIDGE OVER
 DK7545'INTERSTATE 94, LOCATED APPROXIMATELY 4 MI (6.4 KM) EAST OF THE CITY OF
 DK7545'BENTON HARBOR, MI.
 DK7545'
 DK7545'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7545'MODERNIZATION MARK DISK SET IN THE TOP OF A BRIDGE RETAINING WALL.
 DK7545'THE STATION IS 1.5 FT (0.5 M) EAST OF A METAL GUARDRAIL AND 1 FT (0.3
 DK7545'M) EAST OF EDGE OF CURB OF BENTON CENTER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7274 ***********************************************************************
 DQ7274  DESIGNATION -  11605
 DQ7274  PID         -  DQ7274
 DQ7274  STATE/COUNTY-  MI/BERRIEN
 DQ7274  COUNTRY     -  US
 DQ7274  USGS QUAD   -  BENTON HARBOR (2017)
 DQ7274
 DQ7274                         *CURRENT SURVEY CONTROL
 DQ7274  ______________________________________________________________________
 DQ7274* NAD 83(1986) POSITION- 42 06 55.48   (N) 086 28 27.75   (W)   HD_HELD1
 DQ7274* NAVD 88 ORTHO HEIGHT -   178.258 (meters)      584.83  (feet) ADJUSTED
 DQ7274  ______________________________________________________________________
 DQ7274  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 DQ7274  DYNAMIC HEIGHT  -        178.199 (meters)      584.64  (feet) COMP
 DQ7274  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 DQ7274
 DQ7274  VERT ORDER      -  FIRST     CLASS II
 DQ7274
 DQ7274.The horizontal coordinates were determined by differentially corrected
 DQ7274.hand held GPS observations or other comparable positioning techniques
 DQ7274.and have an estimated accuracy of +/- 3 meters.
 DQ7274
 DQ7274.The orthometric height was determined by differential leveling and
 DQ7274.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7274.in May 2018.
 DQ7274
 DQ7274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7274.GEOID18 height accuracy estimate available here.
 DQ7274
 DQ7274.Click photographs - Photos may exist for this station.
 DQ7274
 DQ7274.The dynamic height is computed by dividing the NAVD 88
 DQ7274.geopotential number by the normal gravity value computed on the
 DQ7274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7274.degrees latitude (g = 980.6199 gals.).
 DQ7274
 DQ7274.The modeled gravity was interpolated from observed gravity values.
 DQ7274
 DQ7274;                    North         East    Units  Estimated Accuracy
 DQ7274;SPC MI S     -    70,541.1   3,825,709.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7274
 DQ7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4345262723(NAD 83)
 DQ7274
 DQ7274                          SUPERSEDED SURVEY CONTROL
 DQ7274
 DQ7274.No superseded survey control is available for this station.
 DQ7274
 DQ7274_MARKER: F = FLANGE-ENCASED ROD
 DQ7274_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ7274_STAMPING: 2012 11605
 DQ7274_MARK LOGO: MIDT
 DQ7274_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7274_ROD/PIPE-DEPTH: 17.2 meters
 DQ7274_SLEEVE-DEPTH  : 1.21 meters
 DQ7274
 DQ7274  HISTORY     - Date     Condition        Report By
 DQ7274  HISTORY     - 2012     MONUMENTED       MIDT
 DQ7274  HISTORY     - 20150721 GOOD             MIDT
 DQ7274
 DQ7274                          STATION DESCRIPTION
 DQ7274
 DQ7274'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2015 (JPL)
 DQ7274'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF SODUS, 3.6
 DQ7274'MI (5.8 KM) WEST-SOUTHWEST OF BENTON HEIGHTS AND 1.0 MI (1.6 KM) WEST
 DQ7274'OF BENTON HARBOR.
 DQ7274'
 DQ7274'TO REACH FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63) AND KLOCK
 DQ7274'ROAD.  TURN RIGHT ONTO KLOCK ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO
 DQ7274'INTERSECTION WHERE KLOCK ROAD BECOMES UPTON DRIVE.  CONTINUE ON UPTON
 DQ7274'DRIVE FOR 0.72 MI (1.2 KM) TO A ROAD ON THE LEFT.  TURN LEFT ONTO
 DQ7274'WHITWAM AND GO EASTERLY FOR 0.29 MI (0.5 KM) TO THE STATION ON THE
 DQ7274'LEFT.
 DQ7274'
 DQ7274'IT IS 108.5 FT (33.1 M) SOUTHWEST OF VALMONT TELEPHONE POLE, 95.3 FT
 DQ7274'(29.0 M) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND EXIT RAMP TO
 DQ7274'WHITWAM DRIVE OFF THE BLUE STAR HIGHWAY AND 13.0 FT (4.0 M) NORTHWEST
 DQ7274'OF CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6933 ***********************************************************************
 DQ6933  DESIGNATION -  11606
 DQ6933  PID         -  DQ6933
 DQ6933  STATE/COUNTY-  MI/BERRIEN
 DQ6933  COUNTRY     -  US
 DQ6933  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6933
 DQ6933                         *CURRENT SURVEY CONTROL
 DQ6933  ______________________________________________________________________
 DQ6933* NAD 83(1986) POSITION- 42 08 39.33   (N) 086 27 02.92   (W)   HD_HELD1
 DQ6933* NAVD 88 ORTHO HEIGHT -   207.669 (meters)      681.33  (feet) ADJUSTED
 DQ6933  ______________________________________________________________________
 DQ6933  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 DQ6933  DYNAMIC HEIGHT  -        207.601 (meters)      681.10  (feet) COMP
 DQ6933  MODELED GRAVITY -    980,290.2   (mgal)                       NAVD 88
 DQ6933
 DQ6933  VERT ORDER      -  FIRST     CLASS II
 DQ6933
 DQ6933.The horizontal coordinates were determined by differentially corrected
 DQ6933.hand held GPS observations or other comparable positioning techniques
 DQ6933.and have an estimated accuracy of +/- 3 meters.
 DQ6933
 DQ6933.The orthometric height was determined by differential leveling and
 DQ6933.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6933.in May 2018.
 DQ6933
 DQ6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6933.GEOID18 height accuracy estimate available here.
 DQ6933
 DQ6933.Click photographs - Photos may exist for this station.
 DQ6933
 DQ6933.The dynamic height is computed by dividing the NAVD 88
 DQ6933.geopotential number by the normal gravity value computed on the
 DQ6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6933.degrees latitude (g = 980.6199 gals.).
 DQ6933
 DQ6933.The modeled gravity was interpolated from observed gravity values.
 DQ6933
 DQ6933;                    North         East    Units  Estimated Accuracy
 DQ6933;SPC MI S     -    73,695.8   3,827,736.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6933
 DQ6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4537965939(NAD 83)
 DQ6933
 DQ6933                          SUPERSEDED SURVEY CONTROL
 DQ6933
 DQ6933.No superseded survey control is available for this station.
 DQ6933
 DQ6933_MARKER: F = FLANGE-ENCASED ROD
 DQ6933_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6933_STAMPING: 2012 11606
 DQ6933_MARK LOGO: NONE
 DQ6933_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6933+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 DQ6933_ROD/PIPE-DEPTH: 11.7 meters
 DQ6933_SLEEVE-DEPTH  : 1.2 meters
 DQ6933
 DQ6933  HISTORY     - Date     Condition        Report By
 DQ6933  HISTORY     - 20120619 MONUMENTED       MIDT
 DQ6933
 DQ6933                          STATION DESCRIPTION
 DQ6933
 DQ6933'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6933'THE STATION IS 1.96 MI (3.15 KM) NORTH OF BENTON HARBOR, 7.97 MI
 DQ6933'(12.82 KM) SOUTHWEST OF COLOMA AND 14.20 MI (22.85 KM) SOUTHWEST OF
 DQ6933'COVERT.
 DQ6933'
 DQ6933'THE STATION IS LOCATED IN BENTON CHARTER TOWNSHIP, MICHIGAN.
 DQ6933'
 DQ6933'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6933'AND PAW PAW AVENUE.  HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR
 DQ6933'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DQ6933'
 DQ6933'THE STATION IS 28.4 FT (8.7 M) NORTHWEST FROM THE CENTERLINE OF BLUE
 DQ6933'STAR HIGHWAY (M63), 24 FT (7.3 M) SOUTHEAST OF A CATCH BASIN ON THE
 DQ6933'WEST SIDE OF A DITCH, 154 FT (46.9 M) SOUTHWEST OF A POWER POLE
 DQ6933'LABELED 'B74A22' AND 0.9 FT (27 CM) EAST OF AN ORANGE CARSONITE
 DQ6933'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6934 ***********************************************************************
 DQ6934  DESIGNATION -  11607
 DQ6934  PID         -  DQ6934
 DQ6934  STATE/COUNTY-  MI/BERRIEN
 DQ6934  COUNTRY     -  US
 DQ6934  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6934
 DQ6934                         *CURRENT SURVEY CONTROL
 DQ6934  ______________________________________________________________________
 DQ6934* NAD 83(1986) POSITION- 42 09 37.63   (N) 086 26 07.48   (W)   HD_HELD1
 DQ6934* NAVD 88 ORTHO HEIGHT -   213.161 (meters)      699.35  (feet) ADJUSTED
 DQ6934  ______________________________________________________________________
 DQ6934  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 DQ6934  DYNAMIC HEIGHT  -        213.092 (meters)      699.12  (feet) COMP
 DQ6934  MODELED GRAVITY -    980,289.6   (mgal)                       NAVD 88
 DQ6934
 DQ6934  VERT ORDER      -  FIRST     CLASS II
 DQ6934
 DQ6934.The horizontal coordinates were determined by differentially corrected
 DQ6934.hand held GPS observations or other comparable positioning techniques
 DQ6934.and have an estimated accuracy of +/- 3 meters.
 DQ6934
 DQ6934.The orthometric height was determined by differential leveling and
 DQ6934.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6934.in May 2018.
 DQ6934
 DQ6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6934.GEOID18 height accuracy estimate available here.
 DQ6934
 DQ6934.Click photographs - Photos may exist for this station.
 DQ6934
 DQ6934.The dynamic height is computed by dividing the NAVD 88
 DQ6934.geopotential number by the normal gravity value computed on the
 DQ6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6934.degrees latitude (g = 980.6199 gals.).
 DQ6934
 DQ6934.The modeled gravity was interpolated from observed gravity values.
 DQ6934
 DQ6934;                    North         East    Units  Estimated Accuracy
 DQ6934;SPC MI S     -    75,462.7   3,829,053.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6934
 DQ6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4664067745(NAD 83)
 DQ6934
 DQ6934                          SUPERSEDED SURVEY CONTROL
 DQ6934
 DQ6934.No superseded survey control is available for this station.
 DQ6934
 DQ6934_MARKER: F = FLANGE-ENCASED ROD
 DQ6934_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6934_STAMPING: 2012 11607
 DQ6934_MARK LOGO: NONE
 DQ6934_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6934+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2023
 DQ6934_ROD/PIPE-DEPTH: 7.5 meters
 DQ6934_SLEEVE-DEPTH  : 1.2 meters
 DQ6934
 DQ6934  HISTORY     - Date     Condition        Report By
 DQ6934  HISTORY     - 20120619 MONUMENTED       MIDT
 DQ6934  HISTORY     - 20230208 GOOD             MIDT
 DQ6934
 DQ6934                          STATION DESCRIPTION
 DQ6934
 DQ6934'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6934'THE STATION IS 3.16 MI (5.08 KM) NORTHEAST OF BENTON HARBOR, 6.88 MI
 DQ6934'(11.07 KM) SOUTHWEST OF COLOMA AND 12.77 MI (20.55 KM) SOUTHWEST OF
 DQ6934'COVERT.
 DQ6934'
 DQ6934'THE STATION IS LOCATED IN HAGAR TOWNSHIP, MICHIGAN.
 DQ6934'
 DQ6934'TO REACH THE STATION FROM THE INTERSECTION OF THE BLUE STAR HIGHWAY
 DQ6934'(M63) AND PAW PAW AVENUE.  HEAD NORTHBOUND ON BLUE STAR FOR 680 FT
 DQ6934'(207.3 M) TO THE STATION ON THE RIGHT.
 DQ6934'
 DQ6934'THE STATION IS 57.2 FT (17.4 M) NORTHEAST OF THE CENTER OF THE SOUTH
 DQ6934'DRIVEWAY, 39.05 FT (11.9 M) SOUTHEAST FROM THE CENTERLINE OF BLUE STAR
 DQ6934'HIGHWAY (M63), 72.80 FT (22.2 M) SOUTHWEST FROM THE CENTER OF THE
 DQ6934'NORTH DRIVEWAY, 66.75 FT (20.3 M) NORTHWEST FROM THE TALLEST FLAGPOLE
 DQ6934'AND 1.10 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6934
 DQ6934                          STATION RECOVERY (2023)
 DQ6934
 DQ6934'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DQ6934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6935 ***********************************************************************
 DQ6935  DESIGNATION -  11608
 DQ6935  PID         -  DQ6935
 DQ6935  STATE/COUNTY-  MI/BERRIEN
 DQ6935  COUNTRY     -  US
 DQ6935  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6935
 DQ6935                         *CURRENT SURVEY CONTROL
 DQ6935  ______________________________________________________________________
 DQ6935* NAD 83(1986) POSITION- 42 10 40.34   (N) 086 25 04.43   (W)   HD_HELD1
 DQ6935* NAVD 88 ORTHO HEIGHT -   210.331 (meters)      690.06  (feet) ADJUSTED
 DQ6935  ______________________________________________________________________
 DQ6935  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 DQ6935  DYNAMIC HEIGHT  -        210.263 (meters)      689.84  (feet) COMP
 DQ6935  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 DQ6935
 DQ6935  VERT ORDER      -  FIRST     CLASS II
 DQ6935
 DQ6935.The horizontal coordinates were determined by differentially corrected
 DQ6935.hand held GPS observations or other comparable positioning techniques
 DQ6935.and have an estimated accuracy of +/- 3 meters.
 DQ6935
 DQ6935.The orthometric height was determined by differential leveling and
 DQ6935.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6935.in May 2018.
 DQ6935
 DQ6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6935.GEOID18 height accuracy estimate available here.
 DQ6935
 DQ6935.Click photographs - Photos may exist for this station.
 DQ6935
 DQ6935.The dynamic height is computed by dividing the NAVD 88
 DQ6935.geopotential number by the normal gravity value computed on the
 DQ6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6935.degrees latitude (g = 980.6199 gals.).
 DQ6935
 DQ6935.The modeled gravity was interpolated from observed gravity values.
 DQ6935
 DQ6935;                    North         East    Units  Estimated Accuracy
 DQ6935;SPC MI S     -    77,361.5   3,830,547.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6935
 DQ6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4807369689(NAD 83)
 DQ6935
 DQ6935                          SUPERSEDED SURVEY CONTROL
 DQ6935
 DQ6935.No superseded survey control is available for this station.
 DQ6935
 DQ6935_MARKER: F = FLANGE-ENCASED ROD
 DQ6935_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6935_STAMPING: 2012 11608
 DQ6935_MARK LOGO: NONE
 DQ6935_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6935+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 DQ6935_ROD/PIPE-DEPTH: 8.7 meters
 DQ6935_SLEEVE-DEPTH  : 1.2 meters
 DQ6935
 DQ6935  HISTORY     - Date     Condition        Report By
 DQ6935  HISTORY     - 20120619 MONUMENTED       MIDT
 DQ6935  HISTORY     - 20230104 MARK NOT FOUND   MIDT
 DQ6935
 DQ6935                          STATION DESCRIPTION
 DQ6935
 DQ6935'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6935'THE STATION IS 4.70 MI (7.56 KM) NORTHEAST OF BENTON HARBOR, 5.74 MI
 DQ6935'(9.24 KM) WEST OF COLOMA AND 11.27 MI (18.13 KM) SOUTHWEST OF COVERT.
 DQ6935'
 DQ6935'THE STATION IS LOCATED IN HAGAR TOWNSHIP, MICHIGAN.
 DQ6935'
 DQ6935'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6935'AND HAGAR SHORE ROAD.  HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR
 DQ6935'4.47 MI (7.19 KM) TO THE STATION ON THE LEFT.
 DQ6935'
 DQ6935'THE STATION IS 46.1 FT (14.1 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6935'STAR HIGHWAY (M63), 124.25 FT (37.9 M) SOUTHWEST OF THE CENTERLINE OF
 DQ6935'EAMON ROAD, 94 FT (28.7 M) NORTHEAST OF A POWER POLE LABELED
 DQ6935''BE138-40', 121.5 FT (37.0 M) SOUTHWEST OF A POWER POLE ON THE
 DQ6935'SOUTHEAST CORNER OF EAMON ROAD AND 1.10 FT (0.3 M) WEST OF AN ORANGE
 DQ6935'CARSONITE WITNESS POST.
 DQ6935
 DQ6935                          STATION RECOVERY (2023)
 DQ6935
 DQ6935'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DQ6935'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6936 ***********************************************************************
 DQ6936  DESIGNATION -  11609
 DQ6936  PID         -  DQ6936
 DQ6936  STATE/COUNTY-  MI/BERRIEN
 DQ6936  COUNTRY     -  US
 DQ6936  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6936
 DQ6936                         *CURRENT SURVEY CONTROL
 DQ6936  ______________________________________________________________________
 DQ6936* NAD 83(1986) POSITION- 42 11 30.78   (N) 086 24 13.26   (W)   HD_HELD1
 DQ6936* NAVD 88 ORTHO HEIGHT -   201.839 (meters)      662.20  (feet) ADJUSTED
 DQ6936  ______________________________________________________________________
 DQ6936  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 DQ6936  DYNAMIC HEIGHT  -        201.774 (meters)      661.99  (feet) COMP
 DQ6936  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 DQ6936
 DQ6936  VERT ORDER      -  FIRST     CLASS II
 DQ6936
 DQ6936.The horizontal coordinates were determined by differentially corrected
 DQ6936.hand held GPS observations or other comparable positioning techniques
 DQ6936.and have an estimated accuracy of +/- 3 meters.
 DQ6936
 DQ6936.The orthometric height was determined by differential leveling and
 DQ6936.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6936.in May 2018.
 DQ6936
 DQ6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6936.GEOID18 height accuracy estimate available here.
 DQ6936
 DQ6936.Click photographs - Photos may exist for this station.
 DQ6936
 DQ6936.The dynamic height is computed by dividing the NAVD 88
 DQ6936.geopotential number by the normal gravity value computed on the
 DQ6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6936.degrees latitude (g = 980.6199 gals.).
 DQ6936
 DQ6936.The modeled gravity was interpolated from observed gravity values.
 DQ6936
 DQ6936;                    North         East    Units  Estimated Accuracy
 DQ6936;SPC MI S     -    78,888.9   3,831,759.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6936
 DQ6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4923671253(NAD 83)
 DQ6936
 DQ6936                          SUPERSEDED SURVEY CONTROL
 DQ6936
 DQ6936.No superseded survey control is available for this station.
 DQ6936
 DQ6936_MARKER: F = FLANGE-ENCASED ROD
 DQ6936_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6936_STAMPING: 11609 2012
 DQ6936_MARK LOGO: NONE
 DQ6936_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6936+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2025
 DQ6936_ROD/PIPE-DEPTH: 6.9 meters
 DQ6936_SLEEVE-DEPTH  : 1.2 meters
 DQ6936
 DQ6936  HISTORY     - Date     Condition        Report By
 DQ6936  HISTORY     - 20120618 MONUMENTED       MIDT
 DQ6936  HISTORY     - 20250710 GOOD             MIDT
 DQ6936
 DQ6936                          STATION DESCRIPTION
 DQ6936
 DQ6936'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6936'THE STATION IS 4.96 MI (7.98 KM) WEST FROM COLOMA, 5.84 MI (9.40 KM)
 DQ6936'NORTHEAST OF BENTON HARBOR AND 10.09 MI (16.23 KM) SOUTHWEST OF
 DQ6936'COVERT.
 DQ6936'
 DQ6936'THE STATION IS LOCATED IN HAGAR TOWNSHIP, MICHIGAN.
 DQ6936'
 DQ6936'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6936'AND HAGAR SHORE ROAD.  HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR
 DQ6936'3.24 MI (5.21 KM) TO THE STATION ON THE LEFT (IN YARD OF ADDRESS 4381
 DQ6936'BLUE STAR HIGHWAY).
 DQ6936'
 DQ6936'THE STATION IS 42.25 FT (12.9 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6936'STAR HIGHWAY (M63), 66.61 FT (20.3 M) SOUTHWEST OF AN UTILITY POLE
 DQ6936'LABELED 'B128173', 100.90 FT (30.8 M) SOUTHWEST OF THE DRIVEWAY OF
 DQ6936'ADDRESS 4381 BLUE STAR HIGHWAY, 38.64 FT (11.8 M) NORTHEAST OF A CEDAR
 DQ6936'TREE AND 0.9 FT (27 CM) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6936
 DQ6936                          STATION RECOVERY (2025)
 DQ6936
 DQ6936'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DQ6936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6937 ***********************************************************************
 DQ6937  DESIGNATION -  11610
 DQ6937  PID         -  DQ6937
 DQ6937  STATE/COUNTY-  MI/BERRIEN
 DQ6937  COUNTRY     -  US
 DQ6937  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6937
 DQ6937                         *CURRENT SURVEY CONTROL
 DQ6937  ______________________________________________________________________
 DQ6937* NAD 83(1986) POSITION- 42 12 27.21   (N) 086 23 25.02   (W)   HD_HELD1
 DQ6937* NAVD 88 ORTHO HEIGHT -   205.760 (meters)      675.06  (feet) ADJUSTED
 DQ6937  ______________________________________________________________________
 DQ6937  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 DQ6937  DYNAMIC HEIGHT  -        205.694 (meters)      674.85  (feet) COMP
 DQ6937  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 DQ6937
 DQ6937  VERT ORDER      -  FIRST     CLASS II
 DQ6937
 DQ6937.The horizontal coordinates were determined by differentially corrected
 DQ6937.hand held GPS observations or other comparable positioning techniques
 DQ6937.and have an estimated accuracy of +/- 3 meters.
 DQ6937
 DQ6937.The orthometric height was determined by differential leveling and
 DQ6937.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6937.in May 2018.
 DQ6937
 DQ6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6937.GEOID18 height accuracy estimate available here.
 DQ6937
 DQ6937.Click photographs - Photos may exist for this station.
 DQ6937
 DQ6937.The dynamic height is computed by dividing the NAVD 88
 DQ6937.geopotential number by the normal gravity value computed on the
 DQ6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6937.degrees latitude (g = 980.6199 gals.).
 DQ6937
 DQ6937.The modeled gravity was interpolated from observed gravity values.
 DQ6937
 DQ6937;                    North         East    Units  Estimated Accuracy
 DQ6937;SPC MI S     -    80,602.8   3,832,907.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6937
 DQ6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5033073001(NAD 83)
 DQ6937
 DQ6937                          SUPERSEDED SURVEY CONTROL
 DQ6937
 DQ6937.No superseded survey control is available for this station.
 DQ6937
 DQ6937_MARKER: F = FLANGE-ENCASED ROD
 DQ6937_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6937_STAMPING: 11610 2012
 DQ6937_MARK LOGO: NONE
 DQ6937_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6937+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2023
 DQ6937_ROD/PIPE-DEPTH: 3.5 meters
 DQ6937_SLEEVE-DEPTH  : 1.2 meters
 DQ6937
 DQ6937  HISTORY     - Date     Condition        Report By
 DQ6937  HISTORY     - 20120618 MONUMENTED       MIDT
 DQ6937  HISTORY     - 20230216 GOOD             MIDT
 DQ6937
 DQ6937                          STATION DESCRIPTION
 DQ6937
 DQ6937'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6937'THE STATION IS 4.58 MI (7.37 KM) NORTHWEST OF COLOMA, 6.99 MI (11.25
 DQ6937'KM) NORTHEAST OF BENTON HARBOR AND 8.86 MI (14.26 KM) SOUTHWEST OF
 DQ6937'COVERT.
 DQ6937'
 DQ6937'THE STATION IS LOCATED IN HAGAR TOWNSHIP, MICHIGAN.
 DQ6937'
 DQ6937'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6937'AND HAGAR SHORE ROAD.  HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR
 DQ6937'1.92 MI (3.09 KM) TO THE STATION ON THE LEFT.
 DQ6937'
 DQ6937'THE STATION IS 31.25 FT (9.5 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6937'STAR HIGHWAY (M63), 249.4 FT (76.0 M) SOUTHWEST OF THE CENTER OF THE
 DQ6937'INTERSECTION OF BLUE STAR HIGHWAY (M63) AND ANDERSON ROAD, 81.5 FT
 DQ6937'(24.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE TWO DOOR RED BARN,
 DQ6937'127.7 FT (38.9 M) NORTHWEST OF A POWER POLE LABELED 'B19200' AND 0.75
 DQ6937'FT (23 CM) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6937
 DQ6937                          STATION RECOVERY (2023)
 DQ6937
 DQ6937'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DQ6937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6938 ***********************************************************************
 DQ6938  DESIGNATION -  11611
 DQ6938  PID         -  DQ6938
 DQ6938  STATE/COUNTY-  MI/BERRIEN
 DQ6938  COUNTRY     -  US
 DQ6938  USGS QUAD   -  COLOMA (2017)
 DQ6938
 DQ6938                         *CURRENT SURVEY CONTROL
 DQ6938  ______________________________________________________________________
 DQ6938* NAD 83(1986) POSITION- 42 13 34.13   (N) 086 22 22.20   (W)   HD_HELD1
 DQ6938* NAVD 88 ORTHO HEIGHT -   188.896 (meters)      619.74  (feet) ADJUSTED
 DQ6938  ______________________________________________________________________
 DQ6938  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 DQ6938  DYNAMIC HEIGHT  -        188.837 (meters)      619.54  (feet) COMP
 DQ6938  MODELED GRAVITY -    980,301.8   (mgal)                       NAVD 88
 DQ6938
 DQ6938  VERT ORDER      -  FIRST     CLASS II
 DQ6938
 DQ6938.The horizontal coordinates were determined by differentially corrected
 DQ6938.hand held GPS observations or other comparable positioning techniques
 DQ6938.and have an estimated accuracy of +/- 3 meters.
 DQ6938
 DQ6938.The orthometric height was determined by differential leveling and
 DQ6938.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6938.in May 2018.
 DQ6938
 DQ6938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6938.GEOID18 height accuracy estimate available here.
 DQ6938
 DQ6938.Click photographs - Photos may exist for this station.
 DQ6938
 DQ6938.The dynamic height is computed by dividing the NAVD 88
 DQ6938.geopotential number by the normal gravity value computed on the
 DQ6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6938.degrees latitude (g = 980.6199 gals.).
 DQ6938
 DQ6938.The modeled gravity was interpolated from observed gravity values.
 DQ6938
 DQ6938;                    North         East    Units  Estimated Accuracy
 DQ6938;SPC MI S     -    82,632.5   3,834,397.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6938
 DQ6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5175675075(NAD 83)
 DQ6938
 DQ6938                          SUPERSEDED SURVEY CONTROL
 DQ6938
 DQ6938.No superseded survey control is available for this station.
 DQ6938
 DQ6938_MARKER: DD = SURVEY DISK
 DQ6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ6938_STAMPING: 11611 2014
 DQ6938_MARK LOGO: MIDT
 DQ6938_PROJECTION: FLUSH
 DQ6938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6938+STABILITY: SURFACE MOTION
 DQ6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6938+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DQ6938
 DQ6938  HISTORY     - Date     Condition        Report By
 DQ6938  HISTORY     - 20140618 MONUMENTED       MIDT
 DQ6938
 DQ6938                          STATION DESCRIPTION
 DQ6938
 DQ6938'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (JPL)
 DQ6938'THE STATION IS 4.38 MI (7.05 KM) NORTHWEST OF COLOMA, 7.24 MI (11.65
 DQ6938'KM) SOUTHWEST OF COVERT AND 8.75 MI (14.08 KM) NORTHEAST OF BENTON
 DQ6938'HARBOR.
 DQ6938'
 DQ6938'THE STATION IS LOCATED IN HAGAR TOWNSHIP, MICHIGAN.
 DQ6938'
 DQ6938'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6938'AND HAGAR SHORE ROAD.  HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR
 DQ6938'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT JUST BEFORE THE
 DQ6938'INTERSECTION WITH EVANSTON ST.
 DQ6938'
 DQ6938'THE STATION IS 143.11 FT (43.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DQ6938'EVANSTON STREET, 39.3 FT (12.0 M) SOUTHWEST OF A 14 INCH (36 CM) MAPLE
 DQ6938'TREE, 28.95 FT (8.8 M) NORTHWEST OF A 18 INCH (46 CM) MAPLE TREE, 26.6
 DQ6938'FT (8.1 M) SOUTHEAST OF THE CENTERLINE OF BLUE STAR HIGHWAY (M63) AND
 DQ6938'3.9 FT (1.2 M) WEST OF OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0026 ***********************************************************************
 RM0026  DESIGNATION -  1167 C
 RM0026  PID         -  RM0026
 RM0026  STATE/COUNTY-  MI/GOGEBIC
 RM0026  COUNTRY     -  US
 RM0026  USGS QUAD   -  ORONTO BAY (2018)
 RM0026
 RM0026                         *CURRENT SURVEY CONTROL
 RM0026  ______________________________________________________________________
 RM0026* NAD 83(1986) POSITION- 46 34 53.85   (N) 090 23 06.57   (W)   HD_HELD1
 RM0026* NAVD 88 ORTHO HEIGHT -   206.645 (meters)      677.97  (feet) ADJUSTED
 RM0026  ______________________________________________________________________
 RM0026  GEOID HEIGHT    -        -31.133 (meters)                     GEOID18
 RM0026  DYNAMIC HEIGHT  -        206.662 (meters)      678.02  (feet) COMP
 RM0026  MODELED GRAVITY -    980,695.5   (mgal)                       NAVD 88
 RM0026
 RM0026  VERT ORDER      -  SECOND    CLASS I
 RM0026
 RM0026.The horizontal coordinates were determined by differentially corrected
 RM0026.hand held GPS observations or other comparable positioning techniques
 RM0026.and have an estimated accuracy of +/- 3 meters.
 RM0026
 RM0026.The orthometric height was determined by differential leveling and
 RM0026.adjusted by the NATIONAL GEODETIC SURVEY
 RM0026.in June 1991.
 RM0026
 RM0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0026.GEOID18 height accuracy estimate available here.
 RM0026
 RM0026.Click photographs - Photos may exist for this station.
 RM0026
 RM0026.The dynamic height is computed by dividing the NAVD 88
 RM0026.geopotential number by the normal gravity value computed on the
 RM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0026.degrees latitude (g = 980.6199 gals.).
 RM0026
 RM0026.The modeled gravity was interpolated from observed gravity values.
 RM0026
 RM0026;                    North         East    Units  Estimated Accuracy
 RM0026;SPC MI N     -   205,409.8   7,740,636.2     MT  (+/- 3 meters HH1 GPS) 
 RM0026
 RM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0033761994(NAD 83)
 RM0026
 RM0026                          SUPERSEDED SURVEY CONTROL
 RM0026
 RM0026  NAVD 88 (07/25/13)  206.698  (m)          678.14   (f) SUPERSEDED  2 1
 RM0026  NGVD 29 (??/??/92)  206.672  (m)          678.06   (f) ADJ UNCH    2 0
 RM0026
 RM0026.Superseded values are not recommended for survey control.
 RM0026
 RM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0026.See file dsdata.pdf to determine how the superseded data were derived.
 RM0026
 RM0026_MARKER: DB = BENCH MARK DISK
 RM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0026_STAMPING: 1167 C 1935
 RM0026_MARK LOGO: USGS
 RM0026_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0026+STABILITY: SURFACE MOTION
 RM0026
 RM0026  HISTORY     - Date     Condition        Report By
 RM0026  HISTORY     - 1935     MONUMENTED       USGS
 RM0026  HISTORY     - 1948     GOOD             CGS
 RM0026  HISTORY     - 19960625 GOOD             USPSQD
 RM0026  HISTORY     - 20020613 GOOD             USPSQD
 RM0026  HISTORY     - 20121022 GOOD             WIDT
 RM0026  HISTORY     - 20180723 GOOD             WIDT
 RM0026
 RM0026                          STATION DESCRIPTION
 RM0026
 RM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0026'7.2 MI NE FROM SAXON.
 RM0026'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 122 FROM THE POST
 RM0026'OFFICE AT SAXON, WISCONSIN TO THE MICHIGAN STATE LINE, THENCE
 RM0026'ABOUT 2.25 MILES NORTHEAST ALONG A MICHIGAN COUNTY ROAD LEADING
 RM0026'TO LITTLE GIRLS POINT PARK, ABOUT 0.45 MILE SOUTHWEST OF LAKE
 RM0026'SUPERIOR BIBLE CAMP, AT THE JUNCTION OF POWERS ROAD LEADING
 RM0026'SOUTHEAST, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 RM0026'34 FEET NORTHEAST OF THE CENTER LINE OF POWERS ROAD, 148 FEET
 RM0026'SOUTHWEST OF THE SOUTHEAST END OF A TWIN 36-INCH PIPE CULVERT,
 RM0026'4 FEET ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 RM0026'PROJECTING 3 INCHES.
 RM0026
 RM0026                          STATION RECOVERY (1996)
 RM0026
 RM0026'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0026'RECOVERED IN GOOD CONDITION.
 RM0026
 RM0026                          STATION RECOVERY (2002)
 RM0026
 RM0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0026'RECOVERED IN GOOD CONDITION.
 RM0026
 RM0026                          STATION RECOVERY (2012)
 RM0026
 RM0026'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0026'RECOVERED AS DESCRIBED.
 RM0026
 RM0026                          STATION RECOVERY (2018)
 RM0026
 RM0026'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0026'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0089 ***********************************************************************
 ME0089  DESIGNATION -  117 1/2
 ME0089  PID         -  ME0089
 ME0089  STATE/COUNTY-  MI/CASS
 ME0089  COUNTRY     -  US
 ME0089  USGS QUAD   -  EDWARDSBURG (2017)
 ME0089
 ME0089                         *CURRENT SURVEY CONTROL
 ME0089  ______________________________________________________________________
 ME0089* NAD 83(1986) POSITION- 41 50 22.     (N) 086 03 24.     (W)   SCALED
 ME0089* NAVD 88 ORTHO HEIGHT -   262.567 (meters)      861.44  (feet) ADJUSTED
 ME0089  ______________________________________________________________________
 ME0089  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 ME0089  DYNAMIC HEIGHT  -        262.471 (meters)      861.12  (feet) COMP
 ME0089  MODELED GRAVITY -    980,251.4   (mgal)                       NAVD 88
 ME0089
 ME0089  VERT ORDER      -  SECOND    CLASS 0
 ME0089
 ME0089.The horizontal coordinates were scaled from a map and have
 ME0089.an estimated accuracy of +/- 6 seconds.
 ME0089
 ME0089.The orthometric height was determined by differential leveling and
 ME0089.adjusted by the NATIONAL GEODETIC SURVEY
 ME0089.in June 1991.
 ME0089
 ME0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0089.GEOID18 height accuracy estimate available here.
 ME0089
 ME0089.Click photographs - Photos may exist for this station.
 ME0089
 ME0089.The dynamic height is computed by dividing the NAVD 88
 ME0089.geopotential number by the normal gravity value computed on the
 ME0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0089.degrees latitude (g = 980.6199 gals.).
 ME0089
 ME0089.The modeled gravity was interpolated from observed gravity values.
 ME0089
 ME0089;                    North         East    Units  Estimated Accuracy
 ME0089;SPC MI S     -    39,120.    3,859,630.      MT  (+/- 180 meters Scaled)
 ME0089
 ME0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM783323(NAD 83)
 ME0089
 ME0089                          SUPERSEDED SURVEY CONTROL
 ME0089
 ME0089  NGVD 29 (??/??/92)  262.694  (m)          861.86   (f) ADJ UNCH    2 0
 ME0089
 ME0089.Superseded values are not recommended for survey control.
 ME0089
 ME0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0089.See file dsdata.pdf to determine how the superseded data were derived.
 ME0089
 ME0089_MARKER: DD = SURVEY DISK
 ME0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0089_STAMPING: BM 117-1/2
 ME0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0089+STABILITY: SURFACE MOTION
 ME0089
 ME0089  HISTORY     - Date     Condition        Report By
 ME0089  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0089  HISTORY     - 1934     GOOD             CGS
 ME0089  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0089
 ME0089                          STATION DESCRIPTION
 ME0089
 ME0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0089'3.5 MI NE FROM EDWARDSBURG.
 ME0089'3.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM
 ME0089'EDWARDSBURG, CASS COUNTY, ABOUT 50 YARDS SOUTHWEST OF SIGNAL
 ME0089'1174, 40 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 22 FEET
 ME0089'NORTHWEST OF THE WEST RAIL, 10 FEET SOUTH OF THE SOUTH HIGHWAY
 ME0089'FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF RAIL.  A GRAND
 ME0089'TRUNK RAILWAY STANDARD DISK, STAMPED BM 117-1/2 AND SET IN THE
 ME0089'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ME0089
 ME0089                          STATION RECOVERY (1977)
 ME0089
 ME0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0874 ***********************************************************************
 RL0874  DESIGNATION -  1172.7
 RL0874  PID         -  RL0874
 RL0874  STATE/COUNTY-  MI/ONTONAGON
 RL0874  COUNTRY     -  US
 RL0874  USGS QUAD   -  OAK BLUFF (2017)
 RL0874
 RL0874                         *CURRENT SURVEY CONTROL
 RL0874  ______________________________________________________________________
 RL0874* NAD 83(1986) POSITION- 46 40 46.     (N) 089 21 54.     (W)   SCALED
 RL0874* NAVD 88 ORTHO HEIGHT -   357.518 (meters)     1172.96  (feet) ADJUSTED
 RL0874  ______________________________________________________________________
 RL0874  GEOID HEIGHT    -        -31.391 (meters)                     GEOID18
 RL0874  DYNAMIC HEIGHT  -        357.550 (meters)     1173.06  (feet) COMP
 RL0874  MODELED GRAVITY -    980,693.8   (mgal)                       NAVD 88
 RL0874
 RL0874  VERT ORDER      -  SECOND    CLASS 0
 RL0874
 RL0874.The horizontal coordinates were scaled from a map and have
 RL0874.an estimated accuracy of +/- 6 seconds.
 RL0874
 RL0874.The orthometric height was determined by differential leveling and
 RL0874.adjusted by the NATIONAL GEODETIC SURVEY
 RL0874.in June 1991.
 RL0874
 RL0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0874.GEOID18 height accuracy estimate available here.
 RL0874
 RL0874.Click photographs - Photos may exist for this station.
 RL0874
 RL0874.The dynamic height is computed by dividing the NAVD 88
 RL0874.geopotential number by the normal gravity value computed on the
 RL0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0874.degrees latitude (g = 980.6199 gals.).
 RL0874
 RL0874.The modeled gravity was interpolated from observed gravity values.
 RL0874
 RL0874;                    North         East    Units  Estimated Accuracy
 RL0874;SPC MI N     -   213,440.    7,819,100.      MT  (+/- 180 meters Scaled)
 RL0874
 RL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS191722(NAD 83)
 RL0874
 RL0874                          SUPERSEDED SURVEY CONTROL
 RL0874
 RL0874  NGVD 29 (??/??/92)  357.525  (m)         1172.98   (f) ADJ UNCH    2 0
 RL0874
 RL0874.Superseded values are not recommended for survey control.
 RL0874
 RL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0874.See file dsdata.pdf to determine how the superseded data were derived.
 RL0874
 RL0874_MARKER: S = SPIKE
 RL0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0874_SP_SET: MAPLE TREE
 RL0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0874
 RL0874  HISTORY     - Date     Condition        Report By
 RL0874  HISTORY     - UNK      MONUMENTED       USGS
 RL0874  HISTORY     - 1948     GOOD             CGS
 RL0874  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0874
 RL0874                          STATION DESCRIPTION
 RL0874
 RL0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0874'11.4 MI SW FROM ROCKLAND.
 RL0874'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0874'ROCKLAND, THENCE 11.3 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0874'AT THE JUNCTION OF A ROAD SOUTH TO NORWICH LOOKOUT TOWER, 47
 RL0874'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 13 FEET EAST
 RL0874'OF THE CENTER LINE OF THE SIDE ROAD, 61 FEET SOUTH-SOUTHEAST
 RL0874'OF A NORWICH - VICTORIA SIGN POST, 50 FEET SOUTHWEST OF THE
 RL0874'SOUTH END OF A 30-INCH PIPE CULVERT, ABOUT LEVEL WITH THE SIDE
 RL0874'ROAD.  A RAILROAD SPIKE SET IN A 6-INCH MAPLE TREE.
 RL0874
 RL0874                          STATION RECOVERY (2001)
 RL0874
 RL0874'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0874'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0838 ***********************************************************************
 RL0838  DESIGNATION -  1175.8
 RL0838  PID         -  RL0838
 RL0838  STATE/COUNTY-  MI/ONTONAGON
 RL0838  COUNTRY     -  US
 RL0838  USGS QUAD   -  MATCHWOOD NW (2017)
 RL0838
 RL0838                         *CURRENT SURVEY CONTROL
 RL0838  ______________________________________________________________________
 RL0838* NAD 83(1986) POSITION- 46 39 51.     (N) 089 23 40.     (W)   SCALED
 RL0838* NAVD 88 ORTHO HEIGHT -   358.431 (meters)     1175.95  (feet) ADJUSTED
 RL0838  ______________________________________________________________________
 RL0838  GEOID HEIGHT    -        -31.344 (meters)                     GEOID18
 RL0838  DYNAMIC HEIGHT  -        358.461 (meters)     1176.05  (feet) COMP
 RL0838  MODELED GRAVITY -    980,687.5   (mgal)                       NAVD 88
 RL0838
 RL0838  VERT ORDER      -  SECOND    CLASS 0
 RL0838
 RL0838.The horizontal coordinates were scaled from a map and have
 RL0838.an estimated accuracy of +/- 6 seconds.
 RL0838
 RL0838.The orthometric height was determined by differential leveling and
 RL0838.adjusted by the NATIONAL GEODETIC SURVEY
 RL0838.in June 1991.
 RL0838
 RL0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0838.GEOID18 height accuracy estimate available here.
 RL0838
 RL0838.Click photographs - Photos may exist for this station.
 RL0838
 RL0838.The dynamic height is computed by dividing the NAVD 88
 RL0838.geopotential number by the normal gravity value computed on the
 RL0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0838.degrees latitude (g = 980.6199 gals.).
 RL0838
 RL0838.The modeled gravity was interpolated from observed gravity values.
 RL0838
 RL0838;                    North         East    Units  Estimated Accuracy
 RL0838;SPC MI N     -   211,810.    7,816,790.      MT  (+/- 180 meters Scaled)
 RL0838
 RL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS168706(NAD 83)
 RL0838
 RL0838                          SUPERSEDED SURVEY CONTROL
 RL0838
 RL0838  NGVD 29 (??/??/92)  358.434  (m)         1175.96   (f) ADJ UNCH    2 0
 RL0838
 RL0838.Superseded values are not recommended for survey control.
 RL0838
 RL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0838.See file dsdata.pdf to determine how the superseded data were derived.
 RL0838
 RL0838_MARKER: N = NAIL
 RL0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0838_SP_SET: FORKED ASH TREE
 RL0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0838
 RL0838  HISTORY     - Date     Condition        Report By
 RL0838  HISTORY     - UNK      MONUMENTED       USGS
 RL0838  HISTORY     - 1948     GOOD             CGS
 RL0838  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0838  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0838  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0838
 RL0838                          STATION DESCRIPTION
 RL0838
 RL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0838'8.4 MI N FROM MATCHWOOD.
 RL0838'ABOUT 8.35 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0838'OF STATE HIGHWAY 28 AT MATCHWOOD, NEAR THE TOP OF A KNOLL, ON
 RL0838'THE WEST EDGE OF A MEADOW CLEARING, 29 FEET SOUTHEAST OF THE
 RL0838'CENTER LINE OF THE ROAD, SET IN THE NORTHWEST ROOT OF A 20-INCH
 RL0838'FORKED ASH TREE AND ABOUT 3 FEET BELOW THE ROAD.
 RL0838
 RL0838                          STATION RECOVERY (1996)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0838'MARK NOT FOUND.
 RL0838
 RL0838                          STATION RECOVERY (2001)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0838'MARK NOT FOUND.
 RL0838
 RL0838                          STATION RECOVERY (2004)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0838'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0829 ***********************************************************************
 RL0829  DESIGNATION -  1188.7
 RL0829  PID         -  RL0829
 RL0829  STATE/COUNTY-  MI/ONTONAGON
 RL0829  COUNTRY     -  US
 RL0829  USGS QUAD   -  MATCHWOOD (2017)
 RL0829
 RL0829                         *CURRENT SURVEY CONTROL
 RL0829  ______________________________________________________________________
 RL0829* NAD 83(1986) POSITION- 46 35 37.     (N) 089 23 46.     (W)   SCALED
 RL0829* NAVD 88 ORTHO HEIGHT -   362.384 (meters)     1188.92  (feet) ADJUSTED
 RL0829  ______________________________________________________________________
 RL0829  GEOID HEIGHT    -        -31.520 (meters)                     GEOID18
 RL0829  DYNAMIC HEIGHT  -        362.399 (meters)     1188.97  (feet) COMP
 RL0829  MODELED GRAVITY -    980,645.3   (mgal)                       NAVD 88
 RL0829
 RL0829  VERT ORDER      -  SECOND    CLASS 0
 RL0829
 RL0829.The horizontal coordinates were scaled from a map and have
 RL0829.an estimated accuracy of +/- 6 seconds.
 RL0829
 RL0829.The orthometric height was determined by differential leveling and
 RL0829.adjusted by the NATIONAL GEODETIC SURVEY
 RL0829.in June 1991.
 RL0829
 RL0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0829.GEOID18 height accuracy estimate available here.
 RL0829
 RL0829.Click photographs - Photos may exist for this station.
 RL0829
 RL0829.The dynamic height is computed by dividing the NAVD 88
 RL0829.geopotential number by the normal gravity value computed on the
 RL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0829.degrees latitude (g = 980.6199 gals.).
 RL0829
 RL0829.The modeled gravity was interpolated from observed gravity values.
 RL0829
 RL0829;                    North         East    Units  Estimated Accuracy
 RL0829;SPC MI N     -   203,980.    7,816,430.      MT  (+/- 180 meters Scaled)
 RL0829
 RL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS164627(NAD 83)
 RL0829
 RL0829                          SUPERSEDED SURVEY CONTROL
 RL0829
 RL0829  NGVD 29 (??/??/92)  362.370  (m)         1188.88   (f) ADJ UNCH    2 0
 RL0829
 RL0829.Superseded values are not recommended for survey control.
 RL0829
 RL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0829.See file dsdata.pdf to determine how the superseded data were derived.
 RL0829
 RL0829_MARKER: Q = CHISELED SQUARE
 RL0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0829_SP_SET: CULVERT
 RL0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0829
 RL0829  HISTORY     - Date     Condition        Report By
 RL0829  HISTORY     - UNK      MONUMENTED       USGS
 RL0829  HISTORY     - 1948     GOOD             CGS
 RL0829  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0829  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0829  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0829
 RL0829                          STATION DESCRIPTION
 RL0829
 RL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0829'2.6 MI N FROM MATCHWOOD.
 RL0829'ABOUT 2.6 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0829'OF STATE HIGHWAY 28 AT MATCHWOOD, ABOUT 75 YARDS NORTHEAST
 RL0829'OF A LARGE DAIRY BARN, AN OUTLINED SQUARE ON THE TOP OF THE
 RL0829'NORTH END OF THE EAST HEAD WALL OF A 7-FOOT CONCRETE PIPE CULVERT,
 RL0829'13 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT
 RL0829'ABOVE THE ROAD.
 RL0829
 RL0829                          STATION RECOVERY (1996)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0829'MARK NOT FOUND.
 RL0829
 RL0829                          STATION RECOVERY (2001)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0829'MARK NOT FOUND.
 RL0829
 RL0829                          STATION RECOVERY (2004)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0231 ***********************************************************************
 RJ0231  DESIGNATION -  12
 RJ0231  PID         -  RJ0231
 RJ0231  STATE/COUNTY-  MI/CHIPPEWA
 RJ0231  COUNTRY     -  US
 RJ0231  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0231
 RJ0231                         *CURRENT SURVEY CONTROL
 RJ0231  ______________________________________________________________________
 RJ0231* NAD 83(1986) POSITION- 46 29 03.     (N) 084 14 29.     (W)   SCALED
 RJ0231* NAVD 88 ORTHO HEIGHT -   243.090 (meters)      797.54  (feet) ADJUSTED
 RJ0231  ______________________________________________________________________
 RJ0231  GEOID HEIGHT    -        -36.705 (meters)                     GEOID18
 RJ0231  DYNAMIC HEIGHT  -        243.103 (meters)      797.58  (feet) COMP
 RJ0231  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0231
 RJ0231  VERT ORDER      -  FIRST     CLASS 0
 RJ0231
 RJ0231.The horizontal coordinates were scaled from a map and have
 RJ0231.an estimated accuracy of +/- 6 seconds.
 RJ0231
 RJ0231.The orthometric height was determined by differential leveling and
 RJ0231.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0231.in June 1991.
 RJ0231
 RJ0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0231.GEOID18 height accuracy estimate available here.
 RJ0231
 RJ0231.Click photographs - Photos may exist for this station.
 RJ0231
 RJ0231.The dynamic height is computed by dividing the NAVD 88
 RJ0231.geopotential number by the normal gravity value computed on the
 RJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0231.degrees latitude (g = 980.6199 gals.).
 RJ0231
 RJ0231.The modeled gravity was interpolated from observed gravity values.
 RJ0231
 RJ0231;                    North         East    Units  Estimated Accuracy
 RJ0231;SPC MI N     -   192,720.    8,211,760.      MT  (+/- 180 meters Scaled)
 RJ0231
 RJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117515(NAD 83)
 RJ0231
 RJ0231                          SUPERSEDED SURVEY CONTROL
 RJ0231
 RJ0231.No superseded survey control is available for this station.
 RJ0231
 RJ0231_MARKER: I = METAL ROD
 RJ0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0231+WITH SETTING: INFORMATION.
 RJ0231_PROJECTION: FLUSH
 RJ0231_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0231_ROD/PIPE-DEPTH: 1.8 meters
 RJ0231
 RJ0231  HISTORY     - Date     Condition        Report By
 RJ0231  HISTORY     - 1969     MONUMENTED       USLS
 RJ0231  HISTORY     - 1969     GOOD             USLS
 RJ0231  HISTORY     - 1983     GOOD             NGS
 RJ0231
 RJ0231                          STATION DESCRIPTION
 RJ0231
 RJ0231'DESCRIBED BY US LAKE SURVEY 1969
 RJ0231'AT SUGAR ISLAND.
 RJ0231'12 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0231'DOCK PROCEED 2.7 MILES EAST ON PAVED ROAD TO SOUTHWEST CORNER
 RJ0231'OF AN INTERSECTION, 34 FEET SOUTH OF CENTERLINE OF EAST-WEST
 RJ0231'ROAD, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 6.3 FEET
 RJ0231'SOUTH OF UTILITY POLE NO. SU I-27-12, 1/4-FOOT BELOW THE GROUND
 RJ0231'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0231'COPPER-COATED STEEL ROD, 6 FEET LONG.
 RJ0231
 RJ0231                          STATION RECOVERY (1983)
 RJ0231
 RJ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.4 KM (2.7
 RJ0231'FT) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0231'SUGAR ISLAND, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH-SOUTHEAST,
 RJ0231'10.4 METERS (34.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 9.1 METERS
 RJ0231'(30.0 FT) WEST OF A DIRT ROAD, 1.9 METERS (6.3 FT) SOUTH OF UTILITY
 RJ0231'POLE NUMBER SUI-27-12, AND 2.1 METERS (7.0 FT) SOUTH OF A TELEPHONE
 RJ0231'JUNCTION BOX.
 RJ0231'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 RJ0231'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0177 ***********************************************************************
 NF0177  DESIGNATION -  12 0 1
 NF0177  PID         -  NF0177
 NF0177  STATE/COUNTY-  MI/JACKSON
 NF0177  COUNTRY     -  US
 NF0177  USGS QUAD   -  ONSTED (2017)
 NF0177
 NF0177                         *CURRENT SURVEY CONTROL
 NF0177  ______________________________________________________________________
 NF0177* NAD 83(1986) POSITION- 42 04 52.     (N) 084 08 05.     (W)   SCALED
 NF0177* NAVD 88 ORTHO HEIGHT -   302.311 (meters)      991.83  (feet) ADJUSTED
 NF0177  ______________________________________________________________________
 NF0177  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 NF0177  DYNAMIC HEIGHT  -        302.197 (meters)      991.46  (feet) COMP
 NF0177  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 NF0177
 NF0177  VERT ORDER      -  SECOND    CLASS 0
 NF0177
 NF0177.The horizontal coordinates were scaled from a map and have
 NF0177.an estimated accuracy of +/- 6 seconds.
 NF0177
 NF0177.The orthometric height was determined by differential leveling and
 NF0177.adjusted by the NATIONAL GEODETIC SURVEY
 NF0177.in June 1991.
 NF0177
 NF0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0177.GEOID18 height accuracy estimate available here.
 NF0177
 NF0177.Click photographs - Photos may exist for this station.
 NF0177
 NF0177.The dynamic height is computed by dividing the NAVD 88
 NF0177.geopotential number by the normal gravity value computed on the
 NF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0177.degrees latitude (g = 980.6199 gals.).
 NF0177
 NF0177.The modeled gravity was interpolated from observed gravity values.
 NF0177
 NF0177;                    North         East    Units  Estimated Accuracy
 NF0177;SPC MI S     -    64,580.    4,019,190.      MT  (+/- 180 meters Scaled)
 NF0177
 NF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM370627(NAD 83)
 NF0177
 NF0177                          SUPERSEDED SURVEY CONTROL
 NF0177
 NF0177  NGVD 29 (??/??/92)  302.418  (m)          992.18   (f) ADJ UNCH    2 0
 NF0177
 NF0177.Superseded values are not recommended for survey control.
 NF0177
 NF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0177.See file dsdata.pdf to determine how the superseded data were derived.
 NF0177
 NF0177_MARKER: DD = SURVEY DISK
 NF0177_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0177_STAMPING: 12 01 1934
 NF0177_MARK LOGO: CGS+SS
 NF0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0177
 NF0177  HISTORY     - Date     Condition        Report By
 NF0177  HISTORY     - 1934     MONUMENTED       MIGS
 NF0177  HISTORY     - 1934     GOOD             CGS
 NF0177  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0177
 NF0177                          STATION DESCRIPTION
 NF0177
 NF0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0177'7.1 MI SE FROM BROOKLYN.
 NF0177'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0177'JACKSON COUNTY, 72 YARDS WEST OF THE JUNCTION WITH COUNTY
 NF0177'HIGHWAY 352 LEADING NORTH, 41 YARDS SOUTHWEST OF THE SOUTHWEST
 NF0177'CORNER OF THE RESIDENCE OF J. DENNY, 34.4 FEET NORTHWEST OF
 NF0177'THE NORTHWEST CORNER OF THE CHIEF WAMPLER RIDING ACADEMY BARN,
 NF0177'23.0 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 352, AND
 NF0177'1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 NF0177'STAMPED 12 01 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0177
 NF0177                          STATION RECOVERY (2003)
 NF0177
 NF0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6782 ***********************************************************************
 AA6782  DESIGNATION -  12 1
 AA6782  PID         -  AA6782
 AA6782  STATE/COUNTY-  MI/WAYNE
 AA6782  COUNTRY     -  US
 AA6782  USGS QUAD   -  YPSILANTI EAST (2017)
 AA6782
 AA6782                         *CURRENT SURVEY CONTROL
 AA6782  ______________________________________________________________________
 AA6782* NAD 83(2011) POSITION- 42 14 51.33559(N) 083 30 59.95753(W)   ADJUSTED
 AA6782* NAD 83(2011) ELLIP HT-   178.949 (meters)        (06/27/12)   ADJUSTED
 AA6782* NAD 83(2011) EPOCH   -  2010.00
 AA6782* NAVD 88 ORTHO HEIGHT -   213.2   (meters)      699.    (feet) GPS OBS
 AA6782  ______________________________________________________________________
 AA6782  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6782  GEOID HEIGHT    -         -34.14 (meters)                     GEOID93
 AA6782  GEOID HEIGHT    -        -34.260 (meters)                     GEOID18
 AA6782  NAD 83(2011) X  -    533,936.627 (meters)                     COMP
 AA6782  NAD 83(2011) Y  - -4,698,443.913 (meters)                     COMP
 AA6782  NAD 83(2011) Z  -  4,266,121.987 (meters)                     COMP
 AA6782  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 AA6782
 AA6782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6782  Standards:
 AA6782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6782  -------------------------------------------------------------------
 AA6782  NETWORK    0.52   0.59           0.24   0.18   0.30      0.05717442
 AA6782  -------------------------------------------------------------------
 AA6782  Click here for local accuracies and other accuracy information.
 AA6782
 AA6782.The horizontal coordinates were established by GPS observations
 AA6782.and adjusted by the National Geodetic Survey in June 2012.
 AA6782
 AA6782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6782.been affixed to the stable North American tectonic plate. See 
 AA6782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6782
 AA6782.The horizontal coordinates are valid at the epoch date displayed above
 AA6782.which is a decimal equivalence of Year/Month/Day.
 AA6782
 AA6782.The orthometric height was determined by GPS observations and a
 AA6782.high-resolution geoid model.
 AA6782
 AA6782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6782.GEOID18 height accuracy estimate available here.
 AA6782
 AA6782.Click photographs - Photos may exist for this station.
 AA6782
 AA6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6782
 AA6782.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6782
 AA6782.The ellipsoidal height was determined by GPS observations
 AA6782.and is referenced to NAD 83.
 AA6782
 AA6782. The following values were computed from the NAD 83(2011) position.
 AA6782
 AA6782;                    North         East     Units Scale Factor Converg.
 AA6782;SPC MI S     -    83,395.569 4,070,147.051   MT  0.99996832   +0 34 42.4
 AA6782;SPC MI S     -   273,607.51 13,353,500.82   iFT  0.99996832   +0 34 42.4
 AA6782;UTM  17      - 4,680,333.529   292,380.017   MT  1.00013041   -1 41 33.5
 AA6782
 AA6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6782!SPC MI S     -   0.99997193  x   0.99996832  =   0.99994026
 AA6782!UTM  17      -   0.99997193  x   1.00013041  =   1.00010234
 AA6782
 AA6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9238080333(NAD 83)
 AA6782
 AA6782                          SUPERSEDED SURVEY CONTROL
 AA6782
 AA6782  NAD 83(2007)-  42 14 51.33599(N)    083 30 59.95819(W) AD(2002.00) 0
 AA6782  ELLIP H (02/10/07)  178.952  (m)                       GP(2002.00)    
 AA6782  ELLIP H (07/12/02)  179.005  (m)                       GP(       ) 4 1
 AA6782  NAD 83(1994)-  42 14 51.33557(N)    083 30 59.95778(W) AD(       ) 1
 AA6782  ELLIP H (02/03/97)  179.020  (m)                       GP(       ) 4 1
 AA6782  NAD 83(1986)-  42 14 51.34273(N)    083 30 59.98619(W) AD(       ) 1
 AA6782
 AA6782.Superseded values are not recommended for survey control.
 AA6782
 AA6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6782.See file dsdata.pdf to determine how the superseded data were derived.
 AA6782
 AA6782_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6782_STAMPING: 12-1 1994
 AA6782_MARK LOGO: MI-163
 AA6782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6782+STABILITY: SURFACE MOTION
 AA6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6782+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6782
 AA6782  HISTORY     - Date     Condition        Report By
 AA6782  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6782  HISTORY     - 20090610 POOR             INDIV
 AA6782
 AA6782                          STATION DESCRIPTION
 AA6782
 AA6782'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6782'STATION IS LOCATED ON THE NORTH SIDE OF WILLOW RUN AIRPORT IN THE
 AA6782'MEDIAN OF ECORSE ROAD. TO REACH FROM THE INTERSECTION OF US 12
 AA6782'(MICHIGAN AVENUE) AND DENTON ROAD, PROCEED SOUTH ON DENTON ROAD FOR
 AA6782'1.0  MILES TO ECORSE ROAD, THENCE GO EAST ON ECORSE FOR 0.35 MILESTO A
 AA6782'GRAVEL TURN-AROUND AND THE STATION IN THE MEDIAN OF ECORSE. THE
 AA6782'STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12
 AA6782'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6782'OF EAST BOUND ECORSE IS S 0 W, 41.85 FEET,  CENTERLINE OF WEST BOUND
 AA6782'ECORSE IS N 0 W, 28.3  FEET, CENTERLINE OF THE GRAVEL TURN-AROUND IS N
 AA6782'90 W, 23.50 FEET.
 AA6782
 AA6782                          STATION RECOVERY (2009)
 AA6782
 AA6782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA6782'THE TOP OF THE CONCRETE MONUMENT INCLUDING THE BRASS DISK HAVE BEEN
 AA6782'DESTROYED.  THE BASE OF THE MONUMENT AND THE REINFORCING RODS REMAIN.
 AA6782'THIS IS NOT A USABLE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6780 ***********************************************************************
 AA6780  DESIGNATION -  12 2
 AA6780  PID         -  AA6780
 AA6780  STATE/COUNTY-  MI/WAYNE
 AA6780  COUNTRY     -  US
 AA6780  USGS QUAD   -  BELLEVILLE (2017)
 AA6780
 AA6780                         *CURRENT SURVEY CONTROL
 AA6780  ______________________________________________________________________
 AA6780* NAD 83(2011) POSITION- 42 12 54.26333(N) 083 29 36.17102(W)   ADJUSTED
 AA6780* NAD 83(2011) ELLIP HT-   173.200 (meters)        (06/27/12)   ADJUSTED
 AA6780* NAD 83(2011) EPOCH   -  2010.00
 AA6780* NAVD 88 ORTHO HEIGHT -   207.6   (meters)      681.    (feet) GPS OBS
 AA6780  ______________________________________________________________________
 AA6780  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6780  GEOID HEIGHT    -         -34.26 (meters)                     GEOID93
 AA6780  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 AA6780  NAD 83(2011) X  -    536,119.780 (meters)                     COMP
 AA6780  NAD 83(2011) Y  - -4,700,634.725 (meters)                     COMP
 AA6780  NAD 83(2011) Z  -  4,263,443.400 (meters)                     COMP
 AA6780  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AA6780
 AA6780  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6780  Standards:
 AA6780         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6780            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6780  -------------------------------------------------------------------
 AA6780  NETWORK    0.47   0.55           0.22   0.15   0.28     -0.02629269
 AA6780  -------------------------------------------------------------------
 AA6780  Click here for local accuracies and other accuracy information.
 AA6780
 AA6780.The horizontal coordinates were established by GPS observations
 AA6780.and adjusted by the National Geodetic Survey in June 2012.
 AA6780
 AA6780.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6780.been affixed to the stable North American tectonic plate. See 
 AA6780.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6780
 AA6780.The horizontal coordinates are valid at the epoch date displayed above
 AA6780.which is a decimal equivalence of Year/Month/Day.
 AA6780
 AA6780.The orthometric height was determined by GPS observations and a
 AA6780.high-resolution geoid model.
 AA6780
 AA6780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6780.GEOID18 height accuracy estimate available here.
 AA6780
 AA6780.Click photographs - Photos may exist for this station.
 AA6780
 AA6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6780
 AA6780.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6780
 AA6780.The ellipsoidal height was determined by GPS observations
 AA6780.and is referenced to NAD 83.
 AA6780
 AA6780. The following values were computed from the NAD 83(2011) position.
 AA6780
 AA6780;                    North         East     Units Scale Factor Converg.
 AA6780;SPC MI S     -    79,803.266 4,072,105.134   MT  0.99997474   +0 35 39.5
 AA6780;SPC MI S     -   261,821.74 13,359,924.98   iFT  0.99997474   +0 35 39.5
 AA6780;UTM  17      - 4,676,665.900   294,194.514   MT  1.00012119   -1 40 33.3
 AA6780
 AA6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6780!SPC MI S     -   0.99997284  x   0.99997474  =   0.99994758
 AA6780!UTM  17      -   0.99997284  x   1.00012119  =   1.00009402
 AA6780
 AA6780:                Primary Azimuth Mark                     Grid Az
 AA6780:SPC MI S     -  12 5                                     198 25 56.5
 AA6780:UTM  17      -  12 5                                     200 42 09.3
 AA6780
 AA6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9419476665(NAD 83)
 AA6780
 AA6780|---------------------------------------------------------------------|
 AA6780| PID    Reference Object                     Distance      Geod. Az  |
 AA6780|                                                           dddmmss.s |
 AA6780| AA6804 12 5                                APPROX. 0.5 KM 1990136.0 |
 AA6780|---------------------------------------------------------------------|
 AA6780
 AA6780                          SUPERSEDED SURVEY CONTROL
 AA6780
 AA6780  NAD 83(2007)-  42 12 54.26377(N)    083 29 36.17168(W) AD(2002.00) 0
 AA6780  ELLIP H (02/10/07)  173.204  (m)                       GP(2002.00)    
 AA6780  ELLIP H (07/12/02)  173.259  (m)                       GP(       ) 4 1
 AA6780  NAD 83(1994)-  42 12 54.26334(N)    083 29 36.17125(W) AD(       ) 1
 AA6780  ELLIP H (02/03/97)  173.277  (m)                       GP(       ) 4 1
 AA6780  NAD 83(1986)-  42 12 54.27057(N)    083 29 36.19953(W) AD(       ) 1
 AA6780
 AA6780.Superseded values are not recommended for survey control.
 AA6780
 AA6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6780.See file dsdata.pdf to determine how the superseded data were derived.
 AA6780
 AA6780_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6780_STAMPING: 12-2 1994
 AA6780_MARK LOGO: MI-163
 AA6780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6780+STABILITY: SURFACE MOTION
 AA6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6780+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6780
 AA6780  HISTORY     - Date     Condition        Report By
 AA6780  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6780
 AA6780                          STATION DESCRIPTION
 AA6780
 AA6780'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6780'STATION IS LOCATED 1 MILENORTHWEST OF BELLEVILLE, MICHIGAN ON QUARK
 AA6780'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  BELLEVILLE
 AA6780'ROAD (EXIT 190), PROCEED SOUTH ON BELLEVILLE ROAD FOR 0.7  MILESTO
 AA6780'QUARK ROAD, THENCE GO NORTHWESTERLY ON QUARK FOR 0.15 MILESTO HOUSE
 AA6780'ADDRESS 12001 AND THE STATION ON THE RIGHT. THE STATION IS A BRASS
 AA6780''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6780'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF QUARK IS N 50 W,
 AA6780'18.04 FEET,  A POLE IS S 30 E, 24.05 FEET,  A POLE IS S 60 E, 57.09
 AA6780'FEET,  A SIGN IS N 10 W, 11.33 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6801 ***********************************************************************
 AA6801  DESIGNATION -  12 3
 AA6801  PID         -  AA6801
 AA6801  STATE/COUNTY-  MI/WAYNE
 AA6801  COUNTRY     -  US
 AA6801  USGS QUAD   -  YPSILANTI EAST (2017)
 AA6801
 AA6801                         *CURRENT SURVEY CONTROL
 AA6801  ______________________________________________________________________
 AA6801* NAD 83(2011) POSITION- 42 10 54.56282(N) 083 32 31.97607(W)   ADJUSTED
 AA6801* NAD 83(2011) ELLIP HT-   178.169 (meters)        (06/27/12)   ADJUSTED
 AA6801* NAD 83(2011) EPOCH   -  2010.00
 AA6801* NAVD 88 ORTHO HEIGHT -   212.6   (meters)      698.    (feet) GPS OBS
 AA6801  ______________________________________________________________________
 AA6801  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6801  GEOID HEIGHT    -         -34.32 (meters)                     GEOID93
 AA6801  GEOID HEIGHT    -        -34.453 (meters)                     GEOID18
 AA6801  NAD 83(2011) X  -    532,392.549 (meters)                     COMP
 AA6801  NAD 83(2011) Y  - -4,703,558.764 (meters)                     COMP
 AA6801  NAD 83(2011) Z  -  4,260,710.559 (meters)                     COMP
 AA6801  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 AA6801
 AA6801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6801  Standards:
 AA6801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6801  -------------------------------------------------------------------
 AA6801  NETWORK    0.59   0.65           0.27   0.20   0.33     -0.06364223
 AA6801  -------------------------------------------------------------------
 AA6801  Click here for local accuracies and other accuracy information.
 AA6801
 AA6801.The horizontal coordinates were established by GPS observations
 AA6801.and adjusted by the National Geodetic Survey in June 2012.
 AA6801
 AA6801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6801.been affixed to the stable North American tectonic plate. See 
 AA6801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6801
 AA6801.The horizontal coordinates are valid at the epoch date displayed above
 AA6801.which is a decimal equivalence of Year/Month/Day.
 AA6801
 AA6801.The orthometric height was determined by GPS observations and a
 AA6801.high-resolution geoid model.
 AA6801
 AA6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6801.GEOID18 height accuracy estimate available here.
 AA6801
 AA6801.Click photographs - Photos may exist for this station.
 AA6801
 AA6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6801
 AA6801.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6801
 AA6801.The ellipsoidal height was determined by GPS observations
 AA6801.and is referenced to NAD 83.
 AA6801
 AA6801. The following values were computed from the NAD 83(2011) position.
 AA6801
 AA6801;                    North         East     Units Scale Factor Converg.
 AA6801;SPC MI S     -    76,069.539 4,068,109.264   MT  0.99998163   +0 33 39.8
 AA6801;SPC MI S     -   249,571.98 13,346,815.17   iFT  0.99998163   +0 33 39.8
 AA6801;UTM  17      - 4,673,092.789   290,053.288   MT  1.00014238   -1 42 27.7
 AA6801
 AA6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6801!SPC MI S     -   0.99997206  x   0.99998163  =   0.99995369
 AA6801!UTM  17      -   0.99997206  x   1.00014238  =   1.00011443
 AA6801
 AA6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9005373092(NAD 83)
 AA6801
 AA6801                          SUPERSEDED SURVEY CONTROL
 AA6801
 AA6801  NAD 83(2007)-  42 10 54.56336(N)    083 32 31.97675(W) AD(2002.00) 0
 AA6801  ELLIP H (02/10/07)  178.173  (m)                       GP(2002.00)    
 AA6801  ELLIP H (07/12/02)  178.232  (m)                       GP(       ) 4 1
 AA6801  NAD 83(1994)-  42 10 54.56284(N)    083 32 31.97631(W) AD(       ) 1
 AA6801  ELLIP H (02/03/97)  178.256  (m)                       GP(       ) 4 1
 AA6801  NAD 83(1986)-  42 10 54.57023(N)    083 32 32.00431(W) AD(       ) 1
 AA6801
 AA6801.Superseded values are not recommended for survey control.
 AA6801
 AA6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6801.See file dsdata.pdf to determine how the superseded data were derived.
 AA6801
 AA6801_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6801_STAMPING: 12-3 1994
 AA6801_MARK LOGO: MI-163
 AA6801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6801+STABILITY: SURFACE MOTION
 AA6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6801+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6801
 AA6801  HISTORY     - Date     Condition        Report By
 AA6801  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6801
 AA6801                          STATION DESCRIPTION
 AA6801
 AA6801'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6801'STATION IS LOCATED 3 MILESSOUTH OF WILLOW RUN AIRPORT ON RAWSONVILLE
 AA6801'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  RAWSONVILLE
 AA6801'ROAD (EXIT 187), PROCEED SOUTH ON RAWSONVILLE FOR 2.5  MILESTO MARTZ
 AA6801'ROAD AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 AA6801'THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12
 AA6801'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6801'OF RAWSONVILLE IS N 90 W, 46.20 FEET,  CENTERLINE OF MARTZ IS S 0 W,
 AA6801'41.05 FEET,  A HYDRANT IS S 5 E, 15.15 FEET,  A POLE IS N 20 E, 26.51
 AA6801'FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6792 ***********************************************************************
 AA6792  DESIGNATION -  12 4
 AA6792  PID         -  AA6792
 AA6792  STATE/COUNTY-  MI/WAYNE
 AA6792  COUNTRY     -  US
 AA6792  USGS QUAD   -  BELLEVILLE (2017)
 AA6792
 AA6792                         *CURRENT SURVEY CONTROL
 AA6792  ______________________________________________________________________
 AA6792* NAD 83(2011) POSITION- 42 10 34.51835(N) 083 26 38.09089(W)   ADJUSTED
 AA6792* NAD 83(2011) ELLIP HT-   168.922 (meters)        (06/27/12)   ADJUSTED
 AA6792* NAD 83(2011) EPOCH   -  2010.00
 AA6792* NAVD 88 ORTHO HEIGHT -   203.4   (meters)      667.    (feet) GPS OBS
 AA6792  ______________________________________________________________________
 AA6792  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6792  GEOID HEIGHT    -         -34.41 (meters)                     GEOID93
 AA6792  GEOID HEIGHT    -        -34.540 (meters)                     GEOID18
 AA6792  NAD 83(2011) X  -    540,508.214 (meters)                     COMP
 AA6792  NAD 83(2011) Y  - -4,703,044.181 (meters)                     COMP
 AA6792  NAD 83(2011) Z  -  4,260,246.023 (meters)                     COMP
 AA6792  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 AA6792
 AA6792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6792  Standards:
 AA6792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6792  -------------------------------------------------------------------
 AA6792  NETWORK    0.73   0.76           0.31   0.29   0.39      0.07702389
 AA6792  -------------------------------------------------------------------
 AA6792  Click here for local accuracies and other accuracy information.
 AA6792
 AA6792.The horizontal coordinates were established by GPS observations
 AA6792.and adjusted by the National Geodetic Survey in June 2012.
 AA6792
 AA6792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6792.been affixed to the stable North American tectonic plate. See 
 AA6792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6792
 AA6792.The horizontal coordinates are valid at the epoch date displayed above
 AA6792.which is a decimal equivalence of Year/Month/Day.
 AA6792
 AA6792.The orthometric height was determined by GPS observations and a
 AA6792.high-resolution geoid model.
 AA6792
 AA6792.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6792.GEOID18 height accuracy estimate available here.
 AA6792
 AA6792.Click photographs - Photos may exist for this station.
 AA6792
 AA6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6792
 AA6792.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6792
 AA6792.The ellipsoidal height was determined by GPS observations
 AA6792.and is referenced to NAD 83.
 AA6792
 AA6792. The following values were computed from the NAD 83(2011) position.
 AA6792
 AA6792;                    North         East     Units Scale Factor Converg.
 AA6792;SPC MI S     -    75,535.385 4,076,236.578   MT  0.99998282   +0 37 40.7
 AA6792;SPC MI S     -   247,819.50 13,373,479.59   iFT  0.99998282   +0 37 40.7
 AA6792;UTM  17      - 4,672,237.155   298,154.211   MT  1.00010133   -1 38 29.1
 AA6792
 AA6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6792!SPC MI S     -   0.99997351  x   0.99998282  =   0.99995633
 AA6792!UTM  17      -   0.99997351  x   1.00010133  =   1.00007483
 AA6792
 AA6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9815472237(NAD 83)
 AA6792
 AA6792                          SUPERSEDED SURVEY CONTROL
 AA6792
 AA6792  NAD 83(2007)-  42 10 34.51890(N)    083 26 38.09166(W) AD(2002.00) 0
 AA6792  ELLIP H (02/10/07)  168.921  (m)                       GP(2002.00)    
 AA6792  ELLIP H (07/12/02)  168.976  (m)                       GP(       ) 4 1
 AA6792  NAD 83(1994)-  42 10 34.51833(N)    083 26 38.09115(W) AD(       ) 1
 AA6792  ELLIP H (02/03/97)  169.014  (m)                       GP(       ) 4 1
 AA6792  NAD 83(1986)-  42 10 34.52590(N)    083 26 38.11794(W) AD(       ) 1
 AA6792
 AA6792.Superseded values are not recommended for survey control.
 AA6792
 AA6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6792.See file dsdata.pdf to determine how the superseded data were derived.
 AA6792
 AA6792_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6792_STAMPING: 12-4 1994
 AA6792_MARK LOGO: MI-163
 AA6792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6792+STABILITY: SURFACE MOTION
 AA6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6792+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2007
 AA6792
 AA6792  HISTORY     - Date     Condition        Report By
 AA6792  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6792  HISTORY     - 20030402 GOOD             INDIV
 AA6792  HISTORY     - 20071210 GOOD             INDIV
 AA6792
 AA6792                          STATION DESCRIPTION
 AA6792
 AA6792'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6792'STATION IS LOCATED 2 MILESSOUTH  AND 2 MILESEAST OF BELLEVILLE,
 AA6792'MICHIGAN ON BEMIS ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6792'94 AND  BELLEVILLE ROAD (EXIT 190), PROCEED SOUTHLY ON BELLEVILLE FOR
 AA6792'1.0 MILETO SUMPTER ROAD, THENCE GO SOUTH ON SUMPTER ROAD FOR 2.5
 AA6792'MILESTO BEMIS ROAD, THENCE GO EAST ON BEMIS ROAD FOR 2.0 MILESTO
 AA6792'RENTON ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AA6792'INTERSECTION. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN
 AA6792'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 AA6792'GROUND. CENTERLINE OF BEMIS IS S 0 W, 20.28 FEET,  CENTERLINE OF
 AA6792'RENTON IS N 90 E, 76.50 FEET,  A HYDRANT IS N 50 E, 26.6 FEET,  A
 AA6792'FENCE IS N 0 W, 13.3 FEET.
 AA6792
 AA6792                          STATION RECOVERY (2003)
 AA6792
 AA6792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6792'RECOVERED IN GOOD CONDITION.
 AA6792
 AA6792                          STATION RECOVERY (2007)
 AA6792
 AA6792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6804 ***********************************************************************
 AA6804  DESIGNATION -  12 5
 AA6804  PID         -  AA6804
 AA6804  STATE/COUNTY-  MI/WAYNE
 AA6804  COUNTRY     -  US
 AA6804  USGS QUAD   -  BELLEVILLE (2017)
 AA6804
 AA6804                         *CURRENT SURVEY CONTROL
 AA6804  ______________________________________________________________________
 AA6804* NAD 83(2011) POSITION- 42 12 37.80603(N) 083 29 43.80500(W)   ADJUSTED
 AA6804* NAD 83(2011) ELLIP HT-   166.425 (meters)        (06/27/12)   ADJUSTED
 AA6804* NAD 83(2011) EPOCH   -  2010.00
 AA6804* NAVD 88 ORTHO HEIGHT -   200.8   (meters)      659.    (feet) GPS OBS
 AA6804  ______________________________________________________________________
 AA6804  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6804  GEOID HEIGHT    -         -34.27 (meters)                     GEOID93
 AA6804  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 AA6804  NAD 83(2011) X  -    535,983.888 (meters)                     COMP
 AA6804  NAD 83(2011) Y  - -4,700,988.566 (meters)                     COMP
 AA6804  NAD 83(2011) Z  -  4,263,062.743 (meters)                     COMP
 AA6804  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 AA6804
 AA6804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6804  Standards:
 AA6804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6804  -------------------------------------------------------------------
 AA6804  NETWORK    0.61   0.69           0.28   0.21   0.35     -0.05407194
 AA6804  -------------------------------------------------------------------
 AA6804  Click here for local accuracies and other accuracy information.
 AA6804
 AA6804.The horizontal coordinates were established by GPS observations
 AA6804.and adjusted by the National Geodetic Survey in June 2012.
 AA6804
 AA6804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6804.been affixed to the stable North American tectonic plate. See 
 AA6804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6804
 AA6804.The horizontal coordinates are valid at the epoch date displayed above
 AA6804.which is a decimal equivalence of Year/Month/Day.
 AA6804
 AA6804.The orthometric height was determined by GPS observations and a
 AA6804.high-resolution geoid model.
 AA6804
 AA6804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6804.GEOID18 height accuracy estimate available here.
 AA6804
 AA6804.Click photographs - Photos may exist for this station.
 AA6804
 AA6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6804
 AA6804.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6804
 AA6804.The ellipsoidal height was determined by GPS observations
 AA6804.and is referenced to NAD 83.
 AA6804
 AA6804. The following values were computed from the NAD 83(2011) position.
 AA6804
 AA6804;                    North         East     Units Scale Factor Converg.
 AA6804;SPC MI S     -    79,293.705 4,071,935.306   MT  0.99997567   +0 35 34.3
 AA6804;SPC MI S     -   260,149.95 13,359,367.80   iFT  0.99997567   +0 35 34.3
 AA6804;UTM  17      - 4,676,163.392   294,004.607   MT  1.00012215   -1 40 37.9
 AA6804
 AA6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6804!SPC MI S     -   0.99997390  x   0.99997567  =   0.99994957
 AA6804!UTM  17      -   0.99997390  x   1.00012215  =   1.00009605
 AA6804
 AA6804:                Primary Azimuth Mark                     Grid Az
 AA6804:SPC MI S     -  12 2                                     018 25 56.6
 AA6804:UTM  17      -  12 2                                     020 42 08.8
 AA6804
 AA6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9400476163(NAD 83)
 AA6804
 AA6804|---------------------------------------------------------------------|
 AA6804| PID    Reference Object                     Distance      Geod. Az  |
 AA6804|                                                           dddmmss.s |
 AA6804| AA6780 12 2                                APPROX. 0.5 KM 0190130.9 |
 AA6804|---------------------------------------------------------------------|
 AA6804
 AA6804                          SUPERSEDED SURVEY CONTROL
 AA6804
 AA6804  NAD 83(2007)-  42 12 37.80656(N)    083 29 43.80569(W) AD(2002.00) 0
 AA6804  ELLIP H (02/10/07)  166.428  (m)                       GP(2002.00)    
 AA6804  ELLIP H (07/12/02)  166.488  (m)                       GP(       ) 4 1
 AA6804  NAD 83(1994)-  42 12 37.80601(N)    083 29 43.80528(W) AD(       ) 1
 AA6804  ELLIP H (02/03/97)  166.511  (m)                       GP(       ) 4 1
 AA6804  NAD 83(1986)-  42 12 37.81340(N)    083 29 43.83322(W) AD(       ) 1
 AA6804
 AA6804.Superseded values are not recommended for survey control.
 AA6804
 AA6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6804.See file dsdata.pdf to determine how the superseded data were derived.
 AA6804
 AA6804_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6804_STAMPING: 12-5 1994
 AA6804_MARK LOGO: MI-163
 AA6804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6804+STABILITY: SURFACE MOTION
 AA6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6804+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6804
 AA6804  HISTORY     - Date     Condition        Report By
 AA6804  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6804
 AA6804                          STATION DESCRIPTION
 AA6804
 AA6804'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6804'STATION IS LOCATED IN  BELLEVILLE, MICHIGAN ON DENTON ROAD ON THE
 AA6804'BRIDGE OVER BELLEVILLE LAKE. TO REACH FROM THE INTERSECTION OF
 AA6804'INTERSTATE 94 AND  BELLEVILLE ROAD (EXIT 190), PROCEED SOUTH ON
 AA6804'BELLEVILLE ROAD FOR 0.9  MILESTO DENTON ROAD, THENCE GO SOUTHWESTERLY
 AA6804'0.1 MILESON DENTON TO A BRIDGE AND THE STATION ON THE NORTHWEST CORNER
 AA6804'OF THE BRIDGE. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN
 AA6804'THE SIDEWALK ON THE BRIDGE.  CENTERLINE OF DENTON IS S 0 E, 13.2 FEET,
 AA6804'A FENCE POST IS N 40 W, 5.6 FEET,   A FENCE POST IS N 50 E, 5.1 FEET,
 AA6804'THE WEST END OF THE BRIDGE IS N 90 W, 5.8 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1248 ***********************************************************************
 RJ1248  DESIGNATION -  12 A LR3 076
 RJ1248  PID         -  RJ1248
 RJ1248  STATE/COUNTY-  MI/CHIPPEWA
 RJ1248  COUNTRY     -  US
 RJ1248  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1248
 RJ1248                         *CURRENT SURVEY CONTROL
 RJ1248  ______________________________________________________________________
 RJ1248* NAD 83(1994) POSITION- 46 26 34.53694(N) 084 14 41.45556(W)   ADJUSTED
 RJ1248* NAD 83(1994) ELLIP HT-   142.734 (meters)        (02/03/97)   ADJUSTED
 RJ1248* NAVD 88 ORTHO HEIGHT -   179.1   (meters)      588.    (feet) VERTCON3
 RJ1248  ______________________________________________________________________
 RJ1248  GEOID HEIGHT    -        -36.659 (meters)                     GEOID18
 RJ1248  NAD 83(1994) X  -    441,508.938 (meters)                     COMP
 RJ1248  NAD 83(1994) Y  - -4,380,678.125 (meters)                     COMP
 RJ1248  NAD 83(1994) Z  -  4,599,414.436 (meters)                     COMP
 RJ1248  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 RJ1248  HORZ ORDER      -  FIRST
 RJ1248  ELLP ORDER      -  FOURTH    CLASS I
 RJ1248
 RJ1248.The horizontal coordinates were established by GPS observations
 RJ1248.and adjusted by the National Geodetic Survey in February 1997.
 RJ1248
 RJ1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1248
 RJ1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1248.GEOID18 height accuracy estimate available here.
 RJ1248
 RJ1248.Click photographs - Photos may exist for this station.
 RJ1248
 RJ1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1248
 RJ1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1248
 RJ1248.The ellipsoidal height was determined by GPS observations
 RJ1248.and is referenced to NAD 83.
 RJ1248
 RJ1248. The following values were computed from the NAD 83(1994) position.
 RJ1248
 RJ1248;                    North         East     Units Scale Factor Converg.
 RJ1248;SPC MI N     -   188,132.988 8,211,651.350   MT  0.99990661   +1 59 29.0
 RJ1248;SPC MI N     -   617,234.21 26,941,113.35   iFT  0.99990661   +1 59 29.0
 RJ1248;UTM  16      - 5,146,950.343   711,625.044   MT  1.00015054   +1 59 50.5
 RJ1248
 RJ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1248!SPC MI N     -   0.99997763  x   0.99990661  =   0.99988424
 RJ1248!UTM  16      -   0.99997763  x   1.00015054  =   1.00012816
 RJ1248
 RJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1162546950(NAD 83)
 RJ1248
 RJ1248                          SUPERSEDED SURVEY CONTROL
 RJ1248
 RJ1248  NAD 83(1986)-  46 26 34.52856(N)    084 14 41.45372(W) AD(       ) 1
 RJ1248  NGVD 29 (05/22/90)  179.2    (m)  RAPSU86  model used  GPS OBS        
 RJ1248
 RJ1248.Superseded values are not recommended for survey control.
 RJ1248
 RJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1248.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1248
 RJ1248_MARKER: DS = TRIANGULATION STATION DISK
 RJ1248_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1248+WITH SETTING: INFORMATION.
 RJ1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1248+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1248
 RJ1248  HISTORY     - Date     Condition        Report By
 RJ1248  HISTORY     - 1988     MONUMENTED       USACE
 RJ1248
 RJ1248                          STATION DESCRIPTION
 RJ1248
 RJ1248'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1248'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTHEAST OF SAULT STE
 RJ1248'MARIE,
 RJ1248'36.2 KM (22.5 MI) NORTHEAST OF RUDYARD, 59.2 KM (36.3 MI)
 RJ1248'NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN GOVT LOT 2,
 RJ1248'SEC 25, T47N-R1E
 RJ1248'OWNERSHIP---JIM AND CONSTANCE PIM, KEN AND MARY ZACKS
 RJ1248'
 RJ1248'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1248'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO
 RJ1248'ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1248'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1248'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1248'TRAVEL BY BOAT DOWNRIVER FOR 1.0 HOUR TO
 RJ1248'SUGAR ISLAND ON THE EASTERN SIDE OF THE RIVER AND THE STATION.
 RJ1248'
 RJ1248'THE STATION IS A STANDARD COE DISK
 RJ1248'THAT IS
 RJ1248'STAMPED---LR3-076---,
 RJ1248'SET INTO A COVERED CYLINDER FLUSH WITH THE GROUND AND ATTACHED TO AN
 RJ1248'ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1248'36.6 METERS (120 FT) WEST FROM WATER.
 RJ1248'
 RJ1248'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0161 ***********************************************************************
 NF0161  DESIGNATION -  12 D 1
 NF0161  PID         -  NF0161
 NF0161  STATE/COUNTY-  MI/JACKSON
 NF0161  COUNTRY     -  US
 NF0161  USGS QUAD   -  CEMENT CITY (2017)
 NF0161
 NF0161                         *CURRENT SURVEY CONTROL
 NF0161  ______________________________________________________________________
 NF0161* NAD 83(1986) POSITION- 42 06 45.     (N) 084 20 13.     (W)   SCALED
 NF0161* NAVD 88 ORTHO HEIGHT -   311.177 (meters)     1020.92  (feet) ADJUSTED
 NF0161  ______________________________________________________________________
 NF0161  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 NF0161  DYNAMIC HEIGHT  -        311.060 (meters)     1020.54  (feet) COMP
 NF0161  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 NF0161
 NF0161  VERT ORDER      -  SECOND    CLASS 0
 NF0161
 NF0161.The horizontal coordinates were scaled from a map and have
 NF0161.an estimated accuracy of +/- 6 seconds.
 NF0161
 NF0161.The orthometric height was determined by differential leveling and
 NF0161.adjusted by the NATIONAL GEODETIC SURVEY
 NF0161.in June 1991.
 NF0161
 NF0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0161.GEOID18 height accuracy estimate available here.
 NF0161
 NF0161.Click photographs - Photos may exist for this station.
 NF0161
 NF0161.The dynamic height is computed by dividing the NAVD 88
 NF0161.geopotential number by the normal gravity value computed on the
 NF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0161.degrees latitude (g = 980.6199 gals.).
 NF0161
 NF0161.The modeled gravity was interpolated from observed gravity values.
 NF0161
 NF0161;                    North         East    Units  Estimated Accuracy
 NF0161;SPC MI S     -    68,040.    4,002,460.      MT  (+/- 180 meters Scaled)
 NF0161
 NF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM201656(NAD 83)
 NF0161
 NF0161                          SUPERSEDED SURVEY CONTROL
 NF0161
 NF0161  NGVD 29 (??/??/92)  311.293  (m)         1021.30   (f) ADJ UNCH    2 0
 NF0161
 NF0161.Superseded values are not recommended for survey control.
 NF0161
 NF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0161.See file dsdata.pdf to determine how the superseded data were derived.
 NF0161
 NF0161_MARKER: DD = SURVEY DISK
 NF0161_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0161_STAMPING: 12 D 1 1934
 NF0161_MARK LOGO: CGS+SS
 NF0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0161
 NF0161  HISTORY     - Date     Condition        Report By
 NF0161  HISTORY     - 1934     MONUMENTED       MIGS
 NF0161  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0161
 NF0161                          STATION DESCRIPTION
 NF0161
 NF0161'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0161'4.7 MI W FROM BROOKLYN.
 NF0161'4.7 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0161'COUNTY, 300 FEET WEST OF THE LARGE RED BARN OF ANDREW HAWKINS,
 NF0161'200 FEET SOUTHWEST OF THE RESIDENCE OF ANDREW HAWKINS, 56.0
 NF0161'FEET SOUTH OF AN ELECTRIC POLE, 32.8 FEET SOUTH OF THE
 NF0161'CENTERLINE OF THE HIGHWAY, 3.6 FEET NORTH OF A WIRE FENCE, AND
 NF0161'3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 NF0161'STAMPED 12 D 1 1934 AND SET IN TOP OF A CONCRETE POST.
 NF0161
 NF0161                          STATION RECOVERY (1971)
 NF0161
 NF0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0161'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0163 ***********************************************************************
 NF0163  DESIGNATION -  12 E 1
 NF0163  PID         -  NF0163
 NF0163  STATE/COUNTY-  MI/JACKSON
 NF0163  COUNTRY     -  US
 NF0163  USGS QUAD   -  CEMENT CITY (2017)
 NF0163
 NF0163                         *CURRENT SURVEY CONTROL
 NF0163  ______________________________________________________________________
 NF0163* NAD 83(1986) POSITION- 42 06 34.     (N) 084 18 32.     (W)   SCALED
 NF0163* NAVD 88 ORTHO HEIGHT -   317.993 (meters)     1043.28  (feet) ADJUSTED
 NF0163  ______________________________________________________________________
 NF0163  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 NF0163  DYNAMIC HEIGHT  -        317.874 (meters)     1042.89  (feet) COMP
 NF0163  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 NF0163
 NF0163  VERT ORDER      -  SECOND    CLASS 0
 NF0163
 NF0163.The horizontal coordinates were scaled from a map and have
 NF0163.an estimated accuracy of +/- 6 seconds.
 NF0163
 NF0163.The orthometric height was determined by differential leveling and
 NF0163.adjusted by the NATIONAL GEODETIC SURVEY
 NF0163.in June 1991.
 NF0163
 NF0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0163.GEOID18 height accuracy estimate available here.
 NF0163
 NF0163.Click photographs - Photos may exist for this station.
 NF0163
 NF0163.The dynamic height is computed by dividing the NAVD 88
 NF0163.geopotential number by the normal gravity value computed on the
 NF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0163.degrees latitude (g = 980.6199 gals.).
 NF0163
 NF0163.The modeled gravity was interpolated from observed gravity values.
 NF0163
 NF0163;                    North         East    Units  Estimated Accuracy
 NF0163;SPC MI S     -    67,700.    4,004,780.      MT  (+/- 180 meters Scaled)
 NF0163
 NF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM224654(NAD 83)
 NF0163
 NF0163                          SUPERSEDED SURVEY CONTROL
 NF0163
 NF0163  NGVD 29 (??/??/92)  318.106  (m)         1043.65   (f) ADJ UNCH    2 0
 NF0163
 NF0163.Superseded values are not recommended for survey control.
 NF0163
 NF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0163.See file dsdata.pdf to determine how the superseded data were derived.
 NF0163
 NF0163_MARKER: DD = SURVEY DISK
 NF0163_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0163_STAMPING: 12 E 1 1934
 NF0163_MARK LOGO: CGS+SS
 NF0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0163
 NF0163  HISTORY     - Date     Condition        Report By
 NF0163  HISTORY     - 1934     MONUMENTED       MIGS
 NF0163  HISTORY     - 1934     GOOD             CGS
 NF0163  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0163
 NF0163                          STATION DESCRIPTION
 NF0163
 NF0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0163'3.2 MI W FROM BROOKLYN.
 NF0163'3.2 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0163'COUNTY, 40 YARDS WEST OF THE RESIDENCE OF H.L. WARREN, 56.0
 NF0163'FEET SOUTHEAST OF A POWER-TRANSFORMER POLE, 51.0 FEET SOUTH OF
 NF0163'THE WEST CONCRETE POST AT THE DRIVEWAY ENTRANCE TO THE JOE H.
 NF0163'WILSON FARM, 25.0 FEET SOUTH OF THE HIGHWAY, AND 2.5 FEET HIGHER
 NF0163'THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 E
 NF0163'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0163
 NF0163                          STATION RECOVERY (1971)
 NF0163
 NF0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0164 ***********************************************************************
 NF0164  DESIGNATION -  12 F 1
 NF0164  PID         -  NF0164
 NF0164  STATE/COUNTY-  MI/JACKSON
 NF0164  COUNTRY     -  US
 NF0164  USGS QUAD   -  CEMENT CITY (2017)
 NF0164
 NF0164                         *CURRENT SURVEY CONTROL
 NF0164  ______________________________________________________________________
 NF0164* NAD 83(1986) POSITION- 42 06 33.     (N) 084 18 06.     (W)   SCALED
 NF0164* NAVD 88 ORTHO HEIGHT -   313.875 (meters)     1029.77  (feet) ADJUSTED
 NF0164  ______________________________________________________________________
 NF0164  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 NF0164  DYNAMIC HEIGHT  -        313.757 (meters)     1029.38  (feet) COMP
 NF0164  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 NF0164
 NF0164  VERT ORDER      -  SECOND    CLASS 0
 NF0164
 NF0164.The horizontal coordinates were scaled from a map and have
 NF0164.an estimated accuracy of +/- 6 seconds.
 NF0164
 NF0164.The orthometric height was determined by differential leveling and
 NF0164.adjusted by the NATIONAL GEODETIC SURVEY
 NF0164.in June 1991.
 NF0164
 NF0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0164.GEOID18 height accuracy estimate available here.
 NF0164
 NF0164.Click photographs - Photos may exist for this station.
 NF0164
 NF0164.The dynamic height is computed by dividing the NAVD 88
 NF0164.geopotential number by the normal gravity value computed on the
 NF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0164.degrees latitude (g = 980.6199 gals.).
 NF0164
 NF0164.The modeled gravity was interpolated from observed gravity values.
 NF0164
 NF0164;                    North         East    Units  Estimated Accuracy
 NF0164;SPC MI S     -    67,670.    4,005,380.      MT  (+/- 180 meters Scaled)
 NF0164
 NF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM230654(NAD 83)
 NF0164
 NF0164                          SUPERSEDED SURVEY CONTROL
 NF0164
 NF0164  NGVD 29 (??/??/92)  313.989  (m)         1030.15   (f) ADJ UNCH    2 0
 NF0164
 NF0164.Superseded values are not recommended for survey control.
 NF0164
 NF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0164.See file dsdata.pdf to determine how the superseded data were derived.
 NF0164
 NF0164_MARKER: DD = SURVEY DISK
 NF0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0164_STAMPING: 12 F 1 1934
 NF0164_MARK LOGO: CGS+SS
 NF0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0164+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 NF0164
 NF0164  HISTORY     - Date     Condition        Report By
 NF0164  HISTORY     - 1934     MONUMENTED       MIGS
 NF0164  HISTORY     - 1934     GOOD             CGS
 NF0164  HISTORY     - 20010530 GOOD             ASMINC
 NF0164
 NF0164                          STATION DESCRIPTION
 NF0164
 NF0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0164'2.8 MI W FROM BROOKLYN.
 NF0164'2.8 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0164'COUNTY, 47 YARDS WEST OF THE INTERSECTION OF THE COUNTY ROAD
 NF0164'LEADING TO THE EAST END OF CLARKS LAKE, 18 YARDS SOUTHWEST OF
 NF0164'THE SOUTHWEST CORNER OF THE STONE PORCH OF THE RESIDENCE OF
 NF0164'C.A. THACHER, 27.0 FEET NORTH OF THE HIGHWAY, 6.0 FEET SOUTH
 NF0164'OF A FENCE LINE, AND 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NF0164'SURVEY STANDARD DISK STAMPED 12 F 1 1934 AND SET IN THE TOP
 NF0164'OF A CONCRETE POST.
 NF0164
 NF0164                          STATION RECOVERY (2001)
 NF0164
 NF0164'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0169 ***********************************************************************
 NF0169  DESIGNATION -  12 G 1
 NF0169  PID         -  NF0169
 NF0169  STATE/COUNTY-  MI/JACKSON
 NF0169  COUNTRY     -  US
 NF0169  USGS QUAD   -  CEMENT CITY (2017)
 NF0169
 NF0169                         *CURRENT SURVEY CONTROL
 NF0169  ______________________________________________________________________
 NF0169* NAD 83(1986) POSITION- 42 06 26.     (N) 084 15 25.     (W)   SCALED
 NF0169* NAVD 88 ORTHO HEIGHT -   304.932 (meters)     1000.43  (feet) ADJUSTED
 NF0169  ______________________________________________________________________
 NF0169  GEOID HEIGHT    -        -34.440 (meters)                     GEOID18
 NF0169  DYNAMIC HEIGHT  -        304.817 (meters)     1000.05  (feet) COMP
 NF0169  MODELED GRAVITY -    980,238.0   (mgal)                       NAVD 88
 NF0169
 NF0169  VERT ORDER      -  SECOND    CLASS 0
 NF0169
 NF0169.The horizontal coordinates were scaled from a map and have
 NF0169.an estimated accuracy of +/- 6 seconds.
 NF0169
 NF0169.The orthometric height was determined by differential leveling and
 NF0169.adjusted by the NATIONAL GEODETIC SURVEY
 NF0169.in June 1991.
 NF0169
 NF0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0169.GEOID18 height accuracy estimate available here.
 NF0169
 NF0169.Click photographs - Photos may exist for this station.
 NF0169
 NF0169.The dynamic height is computed by dividing the NAVD 88
 NF0169.geopotential number by the normal gravity value computed on the
 NF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0169.degrees latitude (g = 980.6199 gals.).
 NF0169
 NF0169.The modeled gravity was interpolated from observed gravity values.
 NF0169
 NF0169;                    North         East    Units  Estimated Accuracy
 NF0169;SPC MI S     -    67,460.    4,009,080.      MT  (+/- 180 meters Scaled)
 NF0169
 NF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM268653(NAD 83)
 NF0169
 NF0169                          SUPERSEDED SURVEY CONTROL
 NF0169
 NF0169  NGVD 29 (??/??/92)  305.045  (m)         1000.80   (f) ADJ UNCH    2 0
 NF0169
 NF0169.Superseded values are not recommended for survey control.
 NF0169
 NF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0169.See file dsdata.pdf to determine how the superseded data were derived.
 NF0169
 NF0169_MARKER: DD = SURVEY DISK
 NF0169_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0169_STAMPING: 12 G 1 1934
 NF0169_MARK LOGO: CGS+SS
 NF0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0169
 NF0169  HISTORY     - Date     Condition        Report By
 NF0169  HISTORY     - 1934     MONUMENTED       MIGS
 NF0169  HISTORY     - 1934     GOOD             CGS
 NF0169  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0169  HISTORY     - 19990216 MARK NOT FOUND   MIDT
 NF0169
 NF0169                          STATION DESCRIPTION
 NF0169
 NF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0169'0.5 MI W FROM BROOKLYN.
 NF0169'0.5 MILE WEST ALONG COUNTY HIGHWAY 352, FROM BROOKLYN, JACKSON
 NF0169'COUNTY, 47 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF0169'RESIDENCE OF A.T. THOMAS, 117.9 FEET NORTHEAST OF AN 18-INCH
 NF0169'SPRUCE TREE, 25.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NF0169'8.9 FEET WEST OF POLE 8, AND 5.6 FEET SOUTH OF A FENCE LINE.
 NF0169'A STATE SURVEY STANDARD DISK, STAMPED 12 G 1 1934 AND SET IN
 NF0169'THE TOP OF A CONCRETE POST.
 NF0169
 NF0169                          STATION RECOVERY (1971)
 NF0169
 NF0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0169'MARK NOT FOUND.
 NF0169
 NF0169                          STATION RECOVERY (1999)
 NF0169
 NF0169'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (KHS)
 NF0169'LOOKED FOR IN 1999 BELIEVED TO HAVE BEEN REMOVED OR COVERED WHEN
 NF0169'SIDEWALK WAS INSTALLED. HIGHWAY 352 IS NOW CALLED JAFFERSON ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0170 ***********************************************************************
 NF0170  DESIGNATION -  12 I 1
 NF0170  PID         -  NF0170
 NF0170  STATE/COUNTY-  MI/JACKSON
 NF0170  COUNTRY     -  US
 NF0170  USGS QUAD   -  ONSTED (2017)
 NF0170
 NF0170                         *CURRENT SURVEY CONTROL
 NF0170  ______________________________________________________________________
 NF0170* NAD 83(2011) POSITION- 42 06 21.68573(N) 084 14 52.55141(W)   ADJUSTED
 NF0170* NAD 83(2011) ELLIP HT-   267.987 (meters)        (06/27/12)   ADJUSTED
 NF0170* NAD 83(2011) EPOCH   -  2010.00
 NF0170* NAVD 88 ORTHO HEIGHT -   302.444 (meters)      992.27  (feet) ADJUSTED
 NF0170  ______________________________________________________________________
 NF0170  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 NF0170  NAD 83(2011) X  -    474,992.532 (meters)                     COMP
 NF0170  NAD 83(2011) Y  - -4,715,446.765 (meters)                     COMP
 NF0170  NAD 83(2011) Z  -  4,254,527.888 (meters)                     COMP
 NF0170  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 NF0170  DYNAMIC HEIGHT  -        302.330 (meters)      991.89  (feet) COMP
 NF0170  MODELED GRAVITY -    980,238.1   (mgal)                       NAVD 88
 NF0170
 NF0170  VERT ORDER      -  SECOND    CLASS 0
 NF0170
 NF0170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0170  Standards:
 NF0170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0170  -------------------------------------------------------------------
 NF0170  NETWORK    0.70   1.80           0.31   0.26   0.92      0.06849597
 NF0170  -------------------------------------------------------------------
 NF0170  Click here for local accuracies and other accuracy information.
 NF0170
 NF0170.The horizontal coordinates were established by GPS observations
 NF0170.and adjusted by the National Geodetic Survey in June 2012.
 NF0170
 NF0170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0170.been affixed to the stable North American tectonic plate. See 
 NF0170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0170
 NF0170.The horizontal coordinates are valid at the epoch date displayed above
 NF0170.which is a decimal equivalence of Year/Month/Day.
 NF0170
 NF0170.The orthometric height was determined by differential leveling and
 NF0170.adjusted by the NATIONAL GEODETIC SURVEY
 NF0170.in June 1991.
 NF0170
 NF0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0170.GEOID18 height accuracy estimate available here.
 NF0170
 NF0170.Click photographs - Photos may exist for this station.
 NF0170
 NF0170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0170
 NF0170.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0170
 NF0170.The ellipsoidal height was determined by GPS observations
 NF0170.and is referenced to NAD 83.
 NF0170
 NF0170.The dynamic height is computed by dividing the NAVD 88
 NF0170.geopotential number by the normal gravity value computed on the
 NF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0170.degrees latitude (g = 980.6199 gals.).
 NF0170
 NF0170.The modeled gravity was interpolated from observed gravity values.
 NF0170
 NF0170. The following values were computed from the NAD 83(2011) position.
 NF0170
 NF0170;                    North         East     Units Scale Factor Converg.
 NF0170;SPC MI S     -    67,323.593 4,009,820.981   MT  0.99999858   +0 04 50.9
 NF0170;SPC MI S     -   220,877.93 13,155,580.65   iFT  0.99999858   +0 04 50.9
 NF0170;UTM  16      - 4,665,213.780   727,550.051   MT  1.00023717   +1 50 45.8
 NF0170
 NF0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0170!SPC MI S     -   0.99995797  x   0.99999858  =   0.99995655
 NF0170!UTM  16      -   0.99995797  x   1.00023717  =   1.00019513
 NF0170
 NF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2755065213(NAD 83)
 NF0170
 NF0170                          SUPERSEDED SURVEY CONTROL
 NF0170
 NF0170  NAD 83(2007)-  42 06 21.68592(N)    084 14 52.55232(W) AD(2002.00) 1
 NF0170  ELLIP H (09/24/08)  267.995  (m)                       GP(2002.00) 3 1
 NF0170  NAVD 88             302.44   (m)          992.3    (f) LEVELING    3  
 NF0170  NGVD 29 (??/??/92)  302.556  (m)          992.64   (f) ADJ UNCH    2 0
 NF0170
 NF0170.Superseded values are not recommended for survey control.
 NF0170
 NF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0170.See file dsdata.pdf to determine how the superseded data were derived.
 NF0170
 NF0170_MARKER: DD = SURVEY DISK
 NF0170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0170_STAMPING: 12 I 1 1934
 NF0170_MARK LOGO: CGS+SS
 NF0170_PROJECTION: FLUSH
 NF0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0170+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 NF0170
 NF0170  HISTORY     - Date     Condition        Report By
 NF0170  HISTORY     - 1934     MONUMENTED       MIGS
 NF0170  HISTORY     - 1934     GOOD             CGS
 NF0170  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0170  HISTORY     - 19990216 GOOD             MIDT
 NF0170  HISTORY     - 20070702 GOOD             MIDT
 NF0170  HISTORY     - 20110301 GOOD             MIDT
 NF0170
 NF0170                          STATION DESCRIPTION
 NF0170
 NF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0170'IN BROOKLYN.
 NF0170'AT THE CENTER OF BROOKLYN, JACKSON COUNTY, AT THE SOUTH END
 NF0170'OF A SMALL PARKWAY IN THE CENTER OF THE MAIN STREET, 48 YARDS
 NF0170'SOUTHWEST OF THE BROOKLYN STATE BANK, 33 YARDS NORTH OF THE
 NF0170'NORTHWEST CORNER OF THE I.O.O.F. HALL, 53.0 FEET NORTH OF THE
 NF0170'INTERSECTION OF THE CENTERLINE OF STATE HIGHWAYS 50 AND 124,
 NF0170'29.2 FEET EAST OF THE CENTERLINE OF THE SOUTH-BOUND LANE OF STATE
 NF0170'HIGHWAY 50, 6.3 FEET NORTHWEST OF THE TRAFFIC LIGHT, AND 6 INCHES
 NF0170'HIGHER THAN THE STREET.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0170'12 I 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0170
 NF0170                          STATION RECOVERY (1976)
 NF0170
 NF0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0170'MARK NOT FOUND.
 NF0170
 NF0170                          STATION RECOVERY (1999)
 NF0170
 NF0170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (KHS)
 NF0170'IN GRASS MEDIAN, WEST OF CENTER, FLUSH WITH GROUND
 NF0170
 NF0170                          STATION RECOVERY (2007)
 NF0170
 NF0170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0170'RECOVERED AS DESCRIBED.
 NF0170
 NF0170                          STATION RECOVERY (2011)
 NF0170
 NF0170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (JCK)
 NF0170'FOUND A U.S. COAST AND GEODETIC SURVEY DISK STAMPED 12 I 1 1934 SET IN
 NF0170'THE TOP OF A CONCRETE MONUMENT ON THE SOUTH END OF A GRASS MEDIAN IN
 NF0170'THE CENTER OF M-50 AND IN THE VILLAGE OF BROOKLYN.  THE MONUMENT IS 77
 NF0170'EAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER 102, 3  NORTHEAST OF
 NF0170'THE CURB AND 9  SOUTHWEST OF THE SOUTHWEST FACE OF A DECORATIVE LIGHT
 NF0170'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1145 ***********************************************************************
 NF1145  CBN         -  This is a Cooperative Base Network Control Station.
 NF1145  DESIGNATION -  12 J
 NF1145  PID         -  NF1145
 NF1145  STATE/COUNTY-  MI/JACKSON
 NF1145  COUNTRY     -  US
 NF1145  USGS QUAD   -  GRASS LAKE (2017)
 NF1145
 NF1145                         *CURRENT SURVEY CONTROL
 NF1145  ______________________________________________________________________
 NF1145* NAD 83(2011) POSITION- 42 15 36.23848(N) 084 09 47.64608(W)   ADJUSTED
 NF1145* NAD 83(2011) ELLIP HT-   274.945 (meters)        (06/27/12)   ADJUSTED
 NF1145* NAD 83(2011) EPOCH   -  2010.00
 NF1145* NAVD 88 ORTHO HEIGHT -   309.148 (meters)     1014.26  (feet) ADJUSTED
 NF1145  ______________________________________________________________________
 NF1145  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 NF1145  NAD 83(2011) X  -    480,794.520 (meters)                     COMP
 NF1145  NAD 83(2011) Y  - -4,703,313.926 (meters)                     COMP
 NF1145  NAD 83(2011) Z  -  4,267,212.069 (meters)                     COMP
 NF1145  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 NF1145  DYNAMIC HEIGHT  -        309.038 (meters)     1013.90  (feet) COMP
 NF1145  MODELED GRAVITY -    980,259.8   (mgal)                       NAVD 88
 NF1145  OBS GRAVITY     -    980,258.9   (mgal)                       GRAV_OBS
 NF1145
 NF1145  VERT ORDER      -  FIRST     CLASS II
 NF1145
 NF1145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1145  Standards:
 NF1145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1145  -------------------------------------------------------------------
 NF1145  NETWORK    0.41   1.14           0.19   0.14   0.58     -0.01494767
 NF1145  -------------------------------------------------------------------
 NF1145  Click here for local accuracies and other accuracy information.
 NF1145
 NF1145.The horizontal coordinates were established by GPS observations
 NF1145.and adjusted by the National Geodetic Survey in June 2012.
 NF1145
 NF1145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1145.been affixed to the stable North American tectonic plate. See 
 NF1145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1145
 NF1145.The horizontal coordinates are valid at the epoch date displayed above
 NF1145.which is a decimal equivalence of Year/Month/Day.
 NF1145
 NF1145.The orthometric height was determined by differential leveling and
 NF1145.adjusted by the NATIONAL GEODETIC SURVEY
 NF1145.in June 1991.
 NF1145
 NF1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1145.GEOID18 height accuracy estimate available here.
 NF1145
 NF1145.Click photographs - Photos may exist for this station.
 NF1145
 NF1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1145
 NF1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1145
 NF1145.The ellipsoidal height was determined by GPS observations
 NF1145.and is referenced to NAD 83.
 NF1145
 NF1145.The dynamic height is computed by dividing the NAVD 88
 NF1145.geopotential number by the normal gravity value computed on the
 NF1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1145.degrees latitude (g = 980.6199 gals.).
 NF1145
 NF1145.The modeled gravity was interpolated from observed gravity values.
 NF1145
 NF1145.The observed gravity was obtained from relative gravimeter ties
 NF1145.to the IGSN71 gravity network.
 NF1145
 NF1145. The following values were computed from the NAD 83(2011) position.
 NF1145
 NF1145;                    North         East     Units Scale Factor Converg.
 NF1145;SPC MI S     -    84,447.179 4,016,785.077   MT  0.99996595   +0 08 18.4
 NF1145;SPC MI S     -   277,057.67 13,178,428.73   iFT  0.99996595   +0 08 18.4
 NF1145;UTM  16      - 4,682,548.780   733,984.385   MT  1.00027369   +1 54 30.9
 NF1145
 NF1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1145!SPC MI S     -   0.99995688  x   0.99996595  =   0.99992283
 NF1145!UTM  16      -   0.99995688  x   1.00027369  =   1.00023056
 NF1145
 NF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3398482548(NAD 83)
 NF1145
 NF1145                          SUPERSEDED SURVEY CONTROL
 NF1145
 NF1145  NAD 83(2007)-  42 15 36.23865(N)    084 09 47.64706(W) AD(2002.00) 0
 NF1145  ELLIP H (02/10/07)  274.960  (m)                       GP(2002.00)    
 NF1145  ELLIP H (06/11/02)  274.977  (m)                       GP(       ) 4 1
 NF1145  NAD 83(1994)-  42 15 36.23844(N)    084 09 47.64692(W) AD(       ) B
 NF1145  ELLIP H (09/20/95)  274.989  (m)                       GP(       ) 1 2
 NF1145  NAD 83(1986)-  42 15 36.24020(N)    084 09 47.66624(W) AD(       ) 1
 NF1145  NAVD 88             309.15   (m)         1014.3    (f) LEVELING    3  
 NF1145  NGVD 29 (01/19/93)  309.266  (m)         1014.65   (f) ADJUSTED    1 2
 NF1145
 NF1145.Superseded values are not recommended for survey control.
 NF1145
 NF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1145.See file dsdata.pdf to determine how the superseded data were derived.
 NF1145
 NF1145_MARKER: DD = SURVEY DISK
 NF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1145_STAMPING: 12 J
 NF1145_MARK LOGO: CGS+SS
 NF1145_PROJECTION: PROJECTING 5 CENTIMETERS
 NF1145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1145+STABILITY: SURFACE MOTION
 NF1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1145+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 NF1145
 NF1145  HISTORY     - Date     Condition        Report By
 NF1145  HISTORY     - 1934     MONUMENTED       MIGS
 NF1145  HISTORY     - 1985     GOOD             NGS
 NF1145  HISTORY     - 19910131 GOOD             MIDH
 NF1145  HISTORY     - 19920624 GOOD             LOCENG
 NF1145  HISTORY     - 19931101 GOOD             AYLENO
 NF1145  HISTORY     - 19940805 GOOD             NGS
 NF1145  HISTORY     - 20010426 GOOD             NGS
 NF1145  HISTORY     - 20020119 GOOD             INDIV
 NF1145  HISTORY     - 20030721 GOOD             JCLS
 NF1145  HISTORY     - 20050719 GOOD             WOOLPT
 NF1145  HISTORY     - 20090925 GOOD             JCLS
 NF1145
 NF1145                          STATION DESCRIPTION
 NF1145
 NF1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1145'14.7 KM (9.15 MI) SW FROM CHELSEA.
 NF1145'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1145'1.1 KM (0.7 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1145'CHELSEA, THENCE 13.6 KM (8.45 MI) SOUTHWESTERLY ALONG MICHIGAN AVENUE,
 NF1145'11.5 M (37.7 FT) WEST OF THE CENTER OF KALAMBACH ROAD, 9.9 M (32.5 FT)
 NF1145'NORTH OF THE CENTER OF THE AVENUE, 1.4 M (4.6 FT) SOUTHEAST OF A FENCE
 NF1145'CORNER, AND 0.9 M (3.0 FT) NORTHWEST OF A STREET SIGN
 NF1145'(MICHIGAN-KALAMBACH).
 NF1145'THE MARK IS 1.4 METERS  SSE FROM  A WITNESS POST
 NF1145
 NF1145                          STATION RECOVERY (1991)
 NF1145
 NF1145'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF1145'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 35,
 NF1145'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 11-1/2
 NF1145'MILES SOUTHEAST OF JACKSON, 8-1/2 MILES SOUTHWEST OF CHELSEA, 2-1/4
 NF1145'MILES EAST OF GRASS LAKE ON THE MICHIGAN AVENUE RIGHT-OF-WAY AND ON
 NF1145'THE GRASS LAKE QUADRANGLE MAP.
 NF1145'TO REACH THE STATION FROM THE SCHOOL HOUSE IN GRASS LAKE (MT. HOPE
 NF1145'ROAD AND MICHIGAN AVENUE) GO EAST ON MICHIGAN AVENUE FOR 2.2 MI
 NF1145'(3.5 KM) TO A T INTERSECTION (KALAMBACH ROAD), AND STATION IS ON
 NF1145'THE LEFT IN THE NORTHWEST QUADRANT AS DESCRIBED.
 NF1145'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 11.5 M
 NF1145'(37.7 FT) WEST OF THE CENTERLINE OF KALAMBACH ROAD, 9.9 M (32.5 FT)
 NF1145'NORTH OF THE CENTERLINE OF MICHIGAN AVENUE, 1.4 M (4.6 FT) SOUTHEAST
 NF1145'OF A FENCE CORNER, 1.4 M (4.6 FT) SOUTHEAST OF A NGS CARSONITE
 NF1145'WITNESS POST, AND 0.9 M (3.0 FT) NORTHWEST OF A STREET SIGN.
 NF1145
 NF1145                          STATION RECOVERY (1992)
 NF1145
 NF1145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (1993)
 NF1145
 NF1145'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NF1145'RECOVERED AS DESCRIBED.
 NF1145
 NF1145                          STATION RECOVERY (1994)
 NF1145
 NF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1145'STATION IS LOCATED IN QUAD 420842, ABOUT 11 MI (17.7 KM) SOUTHEAST OF
 NF1145'JACKSON, 8 MI (12.9 KM) SOUTHWEST OF CHELSEA, 2 MI (3.2 KM) EAST OF
 NF1145'GRASS LAKE, ON THE MICHIGAN AVENUE RIGHT-OF-WAY, IN THE NORTHEAST 1/4
 NF1145'OF SECTION 35, T 2 S, R 2 E, GRASS LAKE TOWNSHIP, ON THE GRASS LAKE
 NF1145'QUADRANGLE MAP.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 NF1145'AND MT HOPE ROAD (EXIT 150) , GO SOUTH ON MT HOPE ROAD FOR 2.7 MI (4.3
 NF1145'KM) TO ITS JUNCTION WITH MICHIGAN AVENUE AT THE NORTH SIDE OF GRASS
 NF1145'LAKE.  THE GRASS LAKE PUBLIC SCHOOL IS IN THE SOUTHWEST QUADRANT OF
 NF1145'THIS INTERSECTION.  TURN LEFT, EAST, ON MICHIGAN AVENUE FOR 2.2 MI
 NF1145'(3.5 KM) TO A ROAD LEFT (KALAMBACH ROAD) AND THE STATION, IN THE
 NF1145'NORTHWEST QUADRANT OF THIS INTERSECTION.  STATION IS 37.7 FT (11.5 M)
 NF1145'WEST OF THE CENTERLINE OF KALAMBACH ROAD, 32.5 FT (9.9 M) NORTH OF THE
 NF1145'CENTERLINE OF MICHIGAN AVENUE, 4.6 FT (1.4 M) SOUTHEAST OF A FENCE
 NF1145'CORNER, 4.6 FEET (1.4 M) SOUTHEAST OF A FIBERGLASS WITNESS POST AND
 NF1145'3.0 FT (0.9 M) NORTHWEST OF A STREET SIGN FOR KALAMBACH RD AND
 NF1145'MICHIGAN AVENUE.
 NF1145
 NF1145                          STATION RECOVERY (2001)
 NF1145
 NF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1145'STATION IS A STANDARD CGS AND STATE SURVEY DISK AND WAS
 NF1145'RECOVERED ON 04-03-2001 BY A PRIVATE FIRM, HOLLAND ENGINEERING, INC.
 NF1145'(MCB) IN GOOD CONDITION.  THIS STATION IS GOOD TO USE  FOR G.P.S.
 NF1145'
 NF1145'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1145
 NF1145                          STATION RECOVERY (2002)
 NF1145
 NF1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEO)
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (2003)
 NF1145
 NF1145'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (2005)
 NF1145
 NF1145'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (BJM)
 NF1145'RECOVERED AS DESCRIBED.
 NF1145
 NF1145                          STATION RECOVERY (2009)
 NF1145
 NF1145'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NF1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0171 ***********************************************************************
 NF0171  DESIGNATION -  12 J 1
 NF0171  PID         -  NF0171
 NF0171  STATE/COUNTY-  MI/JACKSON
 NF0171  COUNTRY     -  US
 NF0171  USGS QUAD   -  ONSTED (2017)
 NF0171
 NF0171                         *CURRENT SURVEY CONTROL
 NF0171  ______________________________________________________________________
 NF0171* NAD 83(1986) POSITION- 42 05 55.     (N) 084 14 18.     (W)   SCALED
 NF0171* NAVD 88 ORTHO HEIGHT -   298.562 (meters)      979.53  (feet) ADJUSTED
 NF0171  ______________________________________________________________________
 NF0171  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 NF0171  DYNAMIC HEIGHT  -        298.449 (meters)      979.16  (feet) COMP
 NF0171  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 NF0171
 NF0171  VERT ORDER      -  SECOND    CLASS 0
 NF0171
 NF0171.The horizontal coordinates were scaled from a map and have
 NF0171.an estimated accuracy of +/- 6 seconds.
 NF0171
 NF0171.The orthometric height was determined by differential leveling and
 NF0171.adjusted by the NATIONAL GEODETIC SURVEY
 NF0171.in June 1991.
 NF0171
 NF0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0171.GEOID18 height accuracy estimate available here.
 NF0171
 NF0171.Click photographs - Photos may exist for this station.
 NF0171
 NF0171.The dynamic height is computed by dividing the NAVD 88
 NF0171.geopotential number by the normal gravity value computed on the
 NF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0171.degrees latitude (g = 980.6199 gals.).
 NF0171
 NF0171.The modeled gravity was interpolated from observed gravity values.
 NF0171
 NF0171;                    North         East    Units  Estimated Accuracy
 NF0171;SPC MI S     -    66,500.    4,010,620.      MT  (+/- 180 meters Scaled)
 NF0171
 NF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM283644(NAD 83)
 NF0171
 NF0171                          SUPERSEDED SURVEY CONTROL
 NF0171
 NF0171  NGVD 29 (??/??/92)  298.673  (m)          979.90   (f) ADJ UNCH    2 0
 NF0171
 NF0171.Superseded values are not recommended for survey control.
 NF0171
 NF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0171.See file dsdata.pdf to determine how the superseded data were derived.
 NF0171
 NF0171_MARKER: DD = SURVEY DISK
 NF0171_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0171_STAMPING: 12 J 1 1934
 NF0171_MARK LOGO: CGS+SS
 NF0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0171
 NF0171  HISTORY     - Date     Condition        Report By
 NF0171  HISTORY     - 1934     MONUMENTED       MIGS
 NF0171  HISTORY     - 1934     GOOD             CGS
 NF0171  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0171
 NF0171                          STATION DESCRIPTION
 NF0171
 NF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0171'0.8 MI E FROM BROOKLYN.
 NF0171'0.8 MILE EAST ALONG STATE HIGHWAY 124 FROM BROOKLYN, JACKSON
 NF0171'COUNTY, AT THE JUNCTION WITH A COUNTY ROAD LEADING TO U.S.
 NF0171'HIGHWAY 112, 36.4 FEET NORTHWEST OF THE INTERSECTION OF THEIR
 NF0171'CENTERLINES, 21.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NF0171'124, 16.6 FEET NORTHWEST OF A CORNER FENCE POST, AND 4.4 FEET
 NF0171'LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0171'12 J 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0171
 NF0171                          STATION RECOVERY (1976)
 NF0171
 NF0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0172 ***********************************************************************
 NF0172  DESIGNATION -  12 J 1 AZ
 NF0172  PID         -  NF0172
 NF0172  STATE/COUNTY-  MI/JACKSON
 NF0172  COUNTRY     -  US
 NF0172  USGS QUAD   -  ONSTED (2017)
 NF0172
 NF0172                         *CURRENT SURVEY CONTROL
 NF0172  ______________________________________________________________________
 NF0172* NAD 83(1986) POSITION- 42 05 55.     (N) 084 13 54.     (W)   SCALED
 NF0172* NAVD 88 ORTHO HEIGHT -   300.317 (meters)      985.29  (feet) ADJUSTED
 NF0172  ______________________________________________________________________
 NF0172  GEOID HEIGHT    -        -34.463 (meters)                     GEOID18
 NF0172  DYNAMIC HEIGHT  -        300.204 (meters)      984.92  (feet) COMP
 NF0172  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 NF0172
 NF0172  VERT ORDER      -  SECOND    CLASS 0
 NF0172
 NF0172.The horizontal coordinates were scaled from a map and have
 NF0172.an estimated accuracy of +/- 6 seconds.
 NF0172
 NF0172.The orthometric height was determined by differential leveling and
 NF0172.adjusted by the NATIONAL GEODETIC SURVEY
 NF0172.in June 1991.
 NF0172
 NF0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0172.GEOID18 height accuracy estimate available here.
 NF0172
 NF0172.Click photographs - Photos may exist for this station.
 NF0172
 NF0172.The dynamic height is computed by dividing the NAVD 88
 NF0172.geopotential number by the normal gravity value computed on the
 NF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0172.degrees latitude (g = 980.6199 gals.).
 NF0172
 NF0172.The modeled gravity was interpolated from observed gravity values.
 NF0172
 NF0172;                    North         East    Units  Estimated Accuracy
 NF0172;SPC MI S     -    66,500.    4,011,170.      MT  (+/- 180 meters Scaled)
 NF0172
 NF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM289644(NAD 83)
 NF0172
 NF0172                          SUPERSEDED SURVEY CONTROL
 NF0172
 NF0172  NGVD 29 (??/??/92)  300.428  (m)          985.65   (f) ADJ UNCH    2 0
 NF0172
 NF0172.Superseded values are not recommended for survey control.
 NF0172
 NF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0172.See file dsdata.pdf to determine how the superseded data were derived.
 NF0172
 NF0172_MARKER: DD = SURVEY DISK
 NF0172_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0172_STAMPING: 12 J 1 AZ 1934
 NF0172_MARK LOGO: CGS+SS
 NF0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0172
 NF0172  HISTORY     - Date     Condition        Report By
 NF0172  HISTORY     - 1934     MONUMENTED       MIGS
 NF0172  HISTORY     - 1934     GOOD             CGS
 NF0172  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0172
 NF0172                          STATION DESCRIPTION
 NF0172
 NF0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0172'1.1 MI E FROM BROOKLYN.
 NF0172'1.1 MILES EAST ALONG STATE HIGHWAY 124 FROM BROOKLYN, JACKSON
 NF0172'COUNTY, 1,500 FEET EAST OF THE JUNCTION WITH A COUNTY ROAD
 NF0172'LEADING TO U.S. HIGHWAY 112, AT THE TOP OF THE THIRD RISE EAST
 NF0172'OF THE JUNCTION, 27.2 FEET WEST OF A FENCE CORNER, 26.1 FEET
 NF0172'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET NORTH OF A
 NF0172'FENCE LINE, AND 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NF0172'SURVEY STANDARD DISK, STAMPED 12 J 1 AZ 1934 AND SET IN THE
 NF0172'TOP OF A CONCRETE POST.
 NF0172
 NF0172                          STATION RECOVERY (1976)
 NF0172
 NF0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0173 ***********************************************************************
 NF0173  DESIGNATION -  12 K 1
 NF0173  PID         -  NF0173
 NF0173  STATE/COUNTY-  MI/JACKSON
 NF0173  COUNTRY     -  US
 NF0173  USGS QUAD   -  ONSTED (2017)
 NF0173
 NF0173                         *CURRENT SURVEY CONTROL
 NF0173  ______________________________________________________________________
 NF0173* NAD 83(1986) POSITION- 42 05 28.     (N) 084 11 17.     (W)   SCALED
 NF0173* NAVD 88 ORTHO HEIGHT -   301.222 (meters)      988.26  (feet) ADJUSTED
 NF0173  ______________________________________________________________________
 NF0173  GEOID HEIGHT    -        -34.499 (meters)                     GEOID18
 NF0173  DYNAMIC HEIGHT  -        301.108 (meters)      987.89  (feet) COMP
 NF0173  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 NF0173
 NF0173  VERT ORDER      -  SECOND    CLASS 0
 NF0173
 NF0173.The horizontal coordinates were scaled from a map and have
 NF0173.an estimated accuracy of +/- 6 seconds.
 NF0173
 NF0173.The orthometric height was determined by differential leveling and
 NF0173.adjusted by the NATIONAL GEODETIC SURVEY
 NF0173.in June 1991.
 NF0173
 NF0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0173.GEOID18 height accuracy estimate available here.
 NF0173
 NF0173.Click photographs - Photos may exist for this station.
 NF0173
 NF0173.The dynamic height is computed by dividing the NAVD 88
 NF0173.geopotential number by the normal gravity value computed on the
 NF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0173.degrees latitude (g = 980.6199 gals.).
 NF0173
 NF0173.The modeled gravity was interpolated from observed gravity values.
 NF0173
 NF0173;                    North         East    Units  Estimated Accuracy
 NF0173;SPC MI S     -    65,680.    4,014,780.      MT  (+/- 180 meters Scaled)
 NF0173
 NF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM325637(NAD 83)
 NF0173
 NF0173                          SUPERSEDED SURVEY CONTROL
 NF0173
 NF0173  NGVD 29 (??/??/92)  301.331  (m)          988.62   (f) ADJ UNCH    2 0
 NF0173
 NF0173.Superseded values are not recommended for survey control.
 NF0173
 NF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0173.See file dsdata.pdf to determine how the superseded data were derived.
 NF0173
 NF0173_MARKER: DD = SURVEY DISK
 NF0173_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0173_STAMPING: 12 K 1 1934
 NF0173_MARK LOGO: CGS+SS
 NF0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0173+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 NF0173
 NF0173  HISTORY     - Date     Condition        Report By
 NF0173  HISTORY     - 1934     MONUMENTED       MIGS
 NF0173  HISTORY     - 1934     GOOD             CGS
 NF0173  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0173  HISTORY     - 20210721 GOOD             MIDT
 NF0173
 NF0173                          STATION DESCRIPTION
 NF0173
 NF0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0173'3.6 MI SE FROM BROOKLYN.
 NF0173'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0173'JACKSON COUNTY, 85 YARDS WEST OF THE INTERSECTION OF COUNTY
 NF0173'HIGHWAY 487 LEADING SOUTH, 14 YARDS NORTH OF THE NORTH EDGE
 NF0173'OF MARSHY LAKE, 48.5 FEET EAST OF THE EAST END OF THE SOUTH
 NF0173'HEADWALL OF A CONCRETE CULVERT, 22.7 FEET EAST OF A
 NF0173'POWER-TRANSMISSION POLE, 21.0 FEET SOUTH OF THE CENTERLINE OF
 NF0173'THE HIGHWAY, 0.8 FOOT NORTH OF A FENCE LINE, AND 1.0 FOOT
 NF0173'LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0173'12 K 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0173
 NF0173                          STATION RECOVERY (2003)
 NF0173
 NF0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0173'MARK NOT FOUND.
 NF0173
 NF0173                          STATION RECOVERY (2021)
 NF0173
 NF0173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 NF0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5194 ***********************************************************************
 AA5194  DESIGNATION -  12 L
 AA5194  PID         -  AA5194
 AA5194  STATE/COUNTY-  MI/JACKSON
 AA5194  COUNTRY     -  US
 AA5194  USGS QUAD   -  GRASS LAKE (2017)
 AA5194
 AA5194                         *CURRENT SURVEY CONTROL
 AA5194  ______________________________________________________________________
 AA5194* NAD 83(2011) POSITION- 42 15 23.07364(N) 084 10 28.90212(W)   ADJUSTED
 AA5194* NAD 83(2011) ELLIP HT-   273.496 (meters)        (06/27/12)   ADJUSTED
 AA5194* NAD 83(2011) EPOCH   -  2010.00
 AA5194* NAVD 88 ORTHO HEIGHT -   307.7   (meters)     1010.    (feet) GPS OBS
 AA5194  ______________________________________________________________________
 AA5194  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5194  GEOID HEIGHT    -         -34.03 (meters)                     GEOID93
 AA5194  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 AA5194  NAD 83(2011) X  -    479,881.394 (meters)                     COMP
 AA5194  NAD 83(2011) Y  - -4,703,680.692 (meters)                     COMP
 AA5194  NAD 83(2011) Z  -  4,266,910.443 (meters)                     COMP
 AA5194  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 AA5194
 AA5194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5194  Standards:
 AA5194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5194  -------------------------------------------------------------------
 AA5194  NETWORK   20.84  27.24           9.35   7.41  13.90      0.15114529
 AA5194  -------------------------------------------------------------------
 AA5194  Click here for local accuracies and other accuracy information.
 AA5194
 AA5194.The horizontal coordinates were established by GPS observations
 AA5194.and adjusted by the National Geodetic Survey in June 2012.
 AA5194
 AA5194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5194.been affixed to the stable North American tectonic plate. See 
 AA5194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5194
 AA5194.The horizontal coordinates are valid at the epoch date displayed above
 AA5194.which is a decimal equivalence of Year/Month/Day.
 AA5194
 AA5194.The orthometric height was determined by GPS observations and a
 AA5194.high-resolution geoid model.
 AA5194
 AA5194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5194.GEOID18 height accuracy estimate available here.
 AA5194
 AA5194.Click photographs - Photos may exist for this station.
 AA5194
 AA5194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5194
 AA5194.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5194
 AA5194.The ellipsoidal height was determined by GPS observations
 AA5194.and is referenced to NAD 83.
 AA5194
 AA5194. The following values were computed from the NAD 83(2011) position.
 AA5194
 AA5194;                    North         East     Units Scale Factor Converg.
 AA5194;SPC MI S     -    84,038.771 4,015,840.443   MT  0.99996664   +0 07 50.3
 AA5194;SPC MI S     -   275,717.75 13,175,329.54   iFT  0.99996664   +0 07 50.3
 AA5194;UTM  16      - 4,682,111.255   733,052.533   MT  1.00026833   +1 54 02.6
 AA5194
 AA5194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5194!SPC MI S     -   0.99995711  x   0.99996664  =   0.99992375
 AA5194!UTM  16      -   0.99995711  x   1.00026833  =   1.00022543
 AA5194
 AA5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3305282111(NAD 83)
 AA5194
 AA5194                          SUPERSEDED SURVEY CONTROL
 AA5194
 AA5194  NAD 83(2007)-  42 15 23.07380(N)    084 10 28.90285(W) AD(2002.00) 0
 AA5194  ELLIP H (02/10/07)  273.513  (m)                       GP(2002.00)    
 AA5194  ELLIP H (07/12/02)  273.575  (m)                       GP(       ) 4 1
 AA5194  NAD 83(1994)-  42 15 23.07263(N)    084 10 28.90214(W) AD(       ) 1
 AA5194  ELLIP H (02/03/97)  273.596  (m)                       GP(       ) 4 1
 AA5194  NAD 83(1986)-  42 15 23.07662(N)    084 10 28.92577(W) AD(       ) 1
 AA5194
 AA5194.Superseded values are not recommended for survey control.
 AA5194
 AA5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5194.See file dsdata.pdf to determine how the superseded data were derived.
 AA5194
 AA5194_MARKER: DD = SURVEY DISK
 AA5194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5194_STAMPING: 12 L
 AA5194_MARK LOGO: CGS+SS
 AA5194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5194+STABILITY: SURFACE MOTION
 AA5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5194+SATELLITE: SATELLITE OBSERVATIONS - 1934
 AA5194
 AA5194  HISTORY     - Date     Condition        Report By
 AA5194  HISTORY     - 1934     MONUMENTED       MIGS
 AA5194
 AA5194                          STATION DESCRIPTION
 AA5194
 AA5194'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 AA5194'NO TEXT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0174 ***********************************************************************
 NF0174  DESIGNATION -  12 M 1
 NF0174  PID         -  NF0174
 NF0174  STATE/COUNTY-  MI/JACKSON
 NF0174  COUNTRY     -  US
 NF0174  USGS QUAD   -  ONSTED (2017)
 NF0174
 NF0174                         *CURRENT SURVEY CONTROL
 NF0174  ______________________________________________________________________
 NF0174* NAD 83(1986) POSITION- 42 05 03.     (N) 084 10 02.     (W)   SCALED
 NF0174* NAVD 88 ORTHO HEIGHT -   307.028 (meters)     1007.31  (feet) ADJUSTED
 NF0174  ______________________________________________________________________
 NF0174  GEOID HEIGHT    -        -34.521 (meters)                     GEOID18
 NF0174  DYNAMIC HEIGHT  -        306.912 (meters)     1006.93  (feet) COMP
 NF0174  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 NF0174
 NF0174  VERT ORDER      -  SECOND    CLASS 0
 NF0174
 NF0174.The horizontal coordinates were scaled from a map and have
 NF0174.an estimated accuracy of +/- 6 seconds.
 NF0174
 NF0174.The orthometric height was determined by differential leveling and
 NF0174.adjusted by the NATIONAL GEODETIC SURVEY
 NF0174.in June 1991.
 NF0174
 NF0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0174.GEOID18 height accuracy estimate available here.
 NF0174
 NF0174.Click photographs - Photos may exist for this station.
 NF0174
 NF0174.The dynamic height is computed by dividing the NAVD 88
 NF0174.geopotential number by the normal gravity value computed on the
 NF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0174.degrees latitude (g = 980.6199 gals.).
 NF0174
 NF0174.The modeled gravity was interpolated from observed gravity values.
 NF0174
 NF0174;                    North         East    Units  Estimated Accuracy
 NF0174;SPC MI S     -    64,910.    4,016,500.      MT  (+/- 180 meters Scaled)
 NF0174
 NF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM343630(NAD 83)
 NF0174
 NF0174                          SUPERSEDED SURVEY CONTROL
 NF0174
 NF0174  NGVD 29 (??/??/92)  307.137  (m)         1007.67   (f) ADJ UNCH    2 0
 NF0174
 NF0174.Superseded values are not recommended for survey control.
 NF0174
 NF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0174.See file dsdata.pdf to determine how the superseded data were derived.
 NF0174
 NF0174_MARKER: DD = SURVEY DISK
 NF0174_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0174_STAMPING: 12 M 1 1934
 NF0174_MARK LOGO: CGS+SS
 NF0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0174
 NF0174  HISTORY     - Date     Condition        Report By
 NF0174  HISTORY     - 1934     MONUMENTED       MIGS
 NF0174  HISTORY     - 1934     GOOD             CGS
 NF0174  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0174  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0174
 NF0174                          STATION DESCRIPTION
 NF0174
 NF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0174'4.8 MI SE FROM BROOKLYN.
 NF0174'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0174'JACKSON COUNTY, AT THE INTERSECTION OF COUNTY HIGHWAY 487, 36
 NF0174'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK
 NF0174'SCHOOLHOUSE, 35 YARDS NORTH OF THE INTERSECTION OF THE
 NF0174'CENTERLINES OF THE HIGHWAYS, 21 YARDS NORTHEAST OF THE CENTERLINE
 NF0174'OF STATE HIGHWAY 124, 41.5 FEET NORTHWEST OF THE CENTERLINE OF
 NF0174'COUNTY HIGHWAY 487, 3.0 FEET SOUTH OF A FENCE LINE, AND LEVEL
 NF0174'WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 M
 NF0174'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0174
 NF0174                          STATION RECOVERY (1976)
 NF0174
 NF0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0174'MARK NOT FOUND.
 NF0174
 NF0174                          STATION RECOVERY (2003)
 NF0174
 NF0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0176 ***********************************************************************
 NF0176  DESIGNATION -  12 N 1
 NF0176  PID         -  NF0176
 NF0176  STATE/COUNTY-  MI/JACKSON
 NF0176  COUNTRY     -  US
 NF0176  USGS QUAD   -  ONSTED (2017)
 NF0176
 NF0176                         *CURRENT SURVEY CONTROL
 NF0176  ______________________________________________________________________
 NF0176* NAD 83(1986) POSITION- 42 04 44.     (N) 084 08 18.     (W)   SCALED
 NF0176* NAVD 88 ORTHO HEIGHT -   295.565 (meters)      969.70  (feet) ADJUSTED
 NF0176  ______________________________________________________________________
 NF0176  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 NF0176  DYNAMIC HEIGHT  -        295.453 (meters)      969.33  (feet) COMP
 NF0176  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 NF0176
 NF0176  VERT ORDER      -  SECOND    CLASS 0
 NF0176
 NF0176.The horizontal coordinates were scaled from a map and have
 NF0176.an estimated accuracy of +/- 6 seconds.
 NF0176
 NF0176.The orthometric height was determined by differential leveling and
 NF0176.adjusted by the NATIONAL GEODETIC SURVEY
 NF0176.in June 1991.
 NF0176
 NF0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0176.GEOID18 height accuracy estimate available here.
 NF0176
 NF0176.Click photographs - Photos may exist for this station.
 NF0176
 NF0176.The dynamic height is computed by dividing the NAVD 88
 NF0176.geopotential number by the normal gravity value computed on the
 NF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0176.degrees latitude (g = 980.6199 gals.).
 NF0176
 NF0176.The modeled gravity was interpolated from observed gravity values.
 NF0176
 NF0176;                    North         East    Units  Estimated Accuracy
 NF0176;SPC MI S     -    64,330.    4,018,890.      MT  (+/- 180 meters Scaled)
 NF0176
 NF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM367624(NAD 83)
 NF0176
 NF0176                          SUPERSEDED SURVEY CONTROL
 NF0176
 NF0176  NGVD 29 (??/??/92)  295.672  (m)          970.05   (f) ADJ UNCH    2 0
 NF0176
 NF0176.Superseded values are not recommended for survey control.
 NF0176
 NF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0176.See file dsdata.pdf to determine how the superseded data were derived.
 NF0176
 NF0176_MARKER: DD = SURVEY DISK
 NF0176_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0176_STAMPING: 12 N 1 1934
 NF0176_MARK LOGO: CGS+SS
 NF0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0176
 NF0176  HISTORY     - Date     Condition        Report By
 NF0176  HISTORY     - 1934     MONUMENTED       MIGS
 NF0176  HISTORY     - 1934     GOOD             CGS
 NF0176  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0176  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0176
 NF0176                          STATION DESCRIPTION
 NF0176
 NF0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0176'6.9 MI SE FROM BROOKLYN.
 NF0176'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0176'JACKSON COUNTY, IN THE GRASSY TRIANGLE AT THE JUNCTION WITH
 NF0176'COUNTY HIGHWAY 124, 44.0 FEET SOUTHWEST OF THE CURVE CONNECTING
 NF0176'STATE HIGHWAY 124 AND COUNTY HIGHWAY 352, 34.2 FEET NORTHEAST
 NF0176'OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAYS, 29.0
 NF0176'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 124, 24.5 FEET
 NF0176'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 352, AND FLUSH WITH
 NF0176'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 N 1
 NF0176'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0176
 NF0176                          STATION RECOVERY (1976)
 NF0176
 NF0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0176'MARK NOT FOUND.
 NF0176
 NF0176                          STATION RECOVERY (2003)
 NF0176
 NF0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0175 ***********************************************************************
 NF0175  DESIGNATION -  12 N 1 AZ
 NF0175  PID         -  NF0175
 NF0175  STATE/COUNTY-  MI/JACKSON
 NF0175  COUNTRY     -  US
 NF0175  USGS QUAD   -  ONSTED (2017)
 NF0175
 NF0175                         *CURRENT SURVEY CONTROL
 NF0175  ______________________________________________________________________
 NF0175* NAD 83(1986) POSITION- 42 04 50.     (N) 084 08 35.     (W)   SCALED
 NF0175* NAVD 88 ORTHO HEIGHT -   302.946 (meters)      993.92  (feet) ADJUSTED
 NF0175  ______________________________________________________________________
 NF0175  GEOID HEIGHT    -        -34.545 (meters)                     GEOID18
 NF0175  DYNAMIC HEIGHT  -        302.832 (meters)      993.54  (feet) COMP
 NF0175  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 NF0175
 NF0175  VERT ORDER      -  SECOND    CLASS 0
 NF0175
 NF0175.The horizontal coordinates were scaled from a map and have
 NF0175.an estimated accuracy of +/- 6 seconds.
 NF0175
 NF0175.The orthometric height was determined by differential leveling and
 NF0175.adjusted by the NATIONAL GEODETIC SURVEY
 NF0175.in June 1991.
 NF0175
 NF0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0175.GEOID18 height accuracy estimate available here.
 NF0175
 NF0175.Click photographs - Photos may exist for this station.
 NF0175
 NF0175.The dynamic height is computed by dividing the NAVD 88
 NF0175.geopotential number by the normal gravity value computed on the
 NF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0175.degrees latitude (g = 980.6199 gals.).
 NF0175
 NF0175.The modeled gravity was interpolated from observed gravity values.
 NF0175
 NF0175;                    North         East    Units  Estimated Accuracy
 NF0175;SPC MI S     -    64,510.    4,018,500.      MT  (+/- 180 meters Scaled)
 NF0175
 NF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM363626(NAD 83)
 NF0175
 NF0175                          SUPERSEDED SURVEY CONTROL
 NF0175
 NF0175  NGVD 29 (??/??/92)  303.054  (m)          994.27   (f) ADJ UNCH    2 0
 NF0175
 NF0175.Superseded values are not recommended for survey control.
 NF0175
 NF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0175.See file dsdata.pdf to determine how the superseded data were derived.
 NF0175
 NF0175_MARKER: DD = SURVEY DISK
 NF0175_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0175_STAMPING: 12 N 1 AZ 1934
 NF0175_MARK LOGO: CGS+SS
 NF0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0175
 NF0175  HISTORY     - Date     Condition        Report By
 NF0175  HISTORY     - 1934     MONUMENTED       MIGS
 NF0175  HISTORY     - 1934     GOOD             CGS
 NF0175  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0175  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0175
 NF0175                          STATION DESCRIPTION
 NF0175
 NF0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0175'6.8 MI SE FROM BROOKLYN.
 NF0175'6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0175'JACKSON COUNTY, 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 NF0175'THE KILL-KARE-KABIN, 19 YARDS NORTHEAST OF STATION 74+00 AND
 NF0175'19 YARDS SOUTHEAST OF STATION 75+00 STAMPED IN THE CONCRETE
 NF0175'HIGHWAY, 15 YARDS WEST OF A LARGE BARN, 34.0 FEET NORTHEAST
 NF0175'OF THE INTERSECTION OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 NF0175'TO WAMPLERS LAKE, 28.0 FEET EAST OF THE CENTERLINE OF STATE
 NF0175'HIGHWAY 124, AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD
 NF0175'DISK, STAMPED 12 N 1 AZ 1934 AND SET IN THE TOP OF A CONCRETE
 NF0175'POST.
 NF0175
 NF0175                          STATION RECOVERY (1976)
 NF0175
 NF0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0175'MARK NOT FOUND.
 NF0175
 NF0175                          STATION RECOVERY (2003)
 NF0175
 NF0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0178 ***********************************************************************
 NF0178  DESIGNATION -  12 P 11
 NF0178  PID         -  NF0178
 NF0178  STATE/COUNTY-  MI/WASHTENAW
 NF0178  COUNTRY     -  US
 NF0178  USGS QUAD   -  ONSTED (2017)
 NF0178
 NF0178                         *CURRENT SURVEY CONTROL
 NF0178  ______________________________________________________________________
 NF0178* NAD 83(1986) POSITION- 42 05 09.     (N) 084 07 55.     (W)   SCALED
 NF0178* NAVD 88 ORTHO HEIGHT -   302.212 (meters)      991.51  (feet) ADJUSTED
 NF0178  ______________________________________________________________________
 NF0178  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 NF0178  DYNAMIC HEIGHT  -        302.098 (meters)      991.13  (feet) COMP
 NF0178  MODELED GRAVITY -    980,237.2   (mgal)                       NAVD 88
 NF0178
 NF0178  VERT ORDER      -  SECOND    CLASS 0
 NF0178
 NF0178.The horizontal coordinates were scaled from a map and have
 NF0178.an estimated accuracy of +/- 6 seconds.
 NF0178
 NF0178.The orthometric height was determined by differential leveling and
 NF0178.adjusted by the NATIONAL GEODETIC SURVEY
 NF0178.in June 1991.
 NF0178
 NF0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0178.GEOID18 height accuracy estimate available here.
 NF0178
 NF0178.Click photographs - Photos may exist for this station.
 NF0178
 NF0178.The dynamic height is computed by dividing the NAVD 88
 NF0178.geopotential number by the normal gravity value computed on the
 NF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0178.degrees latitude (g = 980.6199 gals.).
 NF0178
 NF0178.The modeled gravity was interpolated from observed gravity values.
 NF0178
 NF0178;                    North         East    Units  Estimated Accuracy
 NF0178;SPC MI S     -    65,100.    4,019,420.      MT  (+/- 180 meters Scaled)
 NF0178
 NF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM372632(NAD 83)
 NF0178
 NF0178                          SUPERSEDED SURVEY CONTROL
 NF0178
 NF0178  NGVD 29 (??/??/92)  302.318  (m)          991.86   (f) ADJ UNCH    2 0
 NF0178
 NF0178.Superseded values are not recommended for survey control.
 NF0178
 NF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0178.See file dsdata.pdf to determine how the superseded data were derived.
 NF0178
 NF0178_MARKER: DD = SURVEY DISK
 NF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0178_STAMPING: 12-P1
 NF0178_MARK LOGO: CGS+SS
 NF0178_PROJECTION: FLUSH
 NF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0178+STABILITY: SURFACE MOTION
 NF0178
 NF0178  HISTORY     - Date     Condition        Report By
 NF0178  HISTORY     - 1934     MONUMENTED       MIGS
 NF0178  HISTORY     - 1941     GOOD             CGS
 NF0178  HISTORY     - 20210421 MARK NOT FOUND   MI-161
 NF0178
 NF0178                          STATION DESCRIPTION
 NF0178
 NF0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0178'6 MI SE FROM BROOKLYN.
 NF0178'6.0 MILES SOUTHEAST OF BROOKLYN AND 7.0 MILES SOUTHWEST OF
 NF0178'MANCHESTER, IN WASHTENAW COUNTY AT THE WASHTENAW-JACKSON COUNTY
 NF0178'LINE, IN EITHER THE SW 1/4 SEC. 30, OR THE NW 1/4 SEC. 31, T 4 S,
 NF0178'R 3 E, NEAR THE WEST CORNER COMMON TO THESE TWO SECTIONS.
 NF0178'REACHED FROM BROOKLYN BY GOING SOUTHEASTERLY ON STATE HIGHWAY
 NF0178'124 FOR 7.1 MILES TO ITS INTERSECTION WITH COUNTY HIGHWAY 3528
 NF0178'A GRAVEL ROAD, THENCE NORTHERLY ON THE COUNTY ROAD 0.7 MILE.
 NF0178'MARK IS 57 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NF0178'RESIDENCE OF J.E. PERKEY, 16 YARDS NORTHEAST OF A 14 INCH WALNUT
 NF0178'TREE, 46.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 NF0178'HEADWALL OF A CULVERT UNDER THE PRIVATE DRIVEWAY TO THE HOUSE,
 NF0178'20 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF THE
 NF0178'EAST RIGHT OF WAY FENCE LINE, 6 FEET NORTH OF A 12-INCH WALNUT
 NF0178'TREE, AND 2 FEET LOWER THAN THE ROAD SURFACE.  MARK IS ABOUT
 NF0178'100 YARDS SOUTH OF A DIRT SIDEROAD WEST.  A STATE SURVEY DISK,
 NF0178'STAMPED 12-P1 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NF0178'THE GROUND.  NOTE-- MARK BEARS NO DATE.  STAMPED MARK WITH
 NF0178'ELEV. 991.855.
 NF0178
 NF0178                          STATION RECOVERY (2021)
 NF0178
 NF0178'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 NF0178'MARK NOT FOUND.  MARK WAS SEARCHED FOR USING DATASHEET WITNESS
 NF0178'DESCRIPTIONS.  DATASHEET DESCRIPTIONS GAVE A REASONABLE SEARCH AREA,
 NF0178'BUT MARK WAS NOT LOCATED.  THE SEARCH AREA LOCATION IS ALSO HEAVILY
 NF0178'TREED AND WOULD NOT BE SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0180 ***********************************************************************
 NF0180  DESIGNATION -  12 Q 1
 NF0180  PID         -  NF0180
 NF0180  STATE/COUNTY-  MI/WASHTENAW
 NF0180  COUNTRY     -  US
 NF0180  USGS QUAD   -  ONSTED (2017)
 NF0180
 NF0180                         *CURRENT SURVEY CONTROL
 NF0180  ______________________________________________________________________
 NF0180* NAD 83(1986) POSITION- 42 07 06.     (N) 084 07 58.     (W)   SCALED
 NF0180* NAVD 88 ORTHO HEIGHT -   314.696 (meters)     1032.47  (feet) ADJUSTED
 NF0180  ______________________________________________________________________
 NF0180  GEOID HEIGHT    -        -34.504 (meters)                     GEOID18
 NF0180  DYNAMIC HEIGHT  -        314.579 (meters)     1032.08  (feet) COMP
 NF0180  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 NF0180
 NF0180  VERT ORDER      -  SECOND    CLASS 0
 NF0180
 NF0180.The horizontal coordinates were scaled from a map and have
 NF0180.an estimated accuracy of +/- 6 seconds.
 NF0180
 NF0180.The orthometric height was determined by differential leveling and
 NF0180.adjusted by the NATIONAL GEODETIC SURVEY
 NF0180.in June 1991.
 NF0180
 NF0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0180.GEOID18 height accuracy estimate available here.
 NF0180
 NF0180.Click photographs - Photos may exist for this station.
 NF0180
 NF0180.The dynamic height is computed by dividing the NAVD 88
 NF0180.geopotential number by the normal gravity value computed on the
 NF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0180.degrees latitude (g = 980.6199 gals.).
 NF0180
 NF0180.The modeled gravity was interpolated from observed gravity values.
 NF0180
 NF0180;                    North         East    Units  Estimated Accuracy
 NF0180;SPC MI S     -    68,710.    4,019,340.      MT  (+/- 180 meters Scaled)
 NF0180
 NF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM370668(NAD 83)
 NF0180
 NF0180                          SUPERSEDED SURVEY CONTROL
 NF0180
 NF0180  NGVD 29 (??/??/92)  314.802  (m)         1032.81   (f) ADJ UNCH    2 0
 NF0180
 NF0180.Superseded values are not recommended for survey control.
 NF0180
 NF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0180.See file dsdata.pdf to determine how the superseded data were derived.
 NF0180
 NF0180_MARKER: DD = SURVEY DISK
 NF0180_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0180_STAMPING: 12-Q1
 NF0180_MARK LOGO: CGS+SS
 NF0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0180
 NF0180  HISTORY     - Date     Condition        Report By
 NF0180  HISTORY     - 1934     MONUMENTED       MIGS
 NF0180  HISTORY     - 1941     GOOD             CGS
 NF0180  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0180
 NF0180                          STATION DESCRIPTION
 NF0180
 NF0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0180'4 MI SE FROM NORVELL.
 NF0180'4.0 MILES SOUTHEAST OF NORVELL, 5 1/4 MILES WEST SOUTHWEST OF
 NF0180'MANCHESTER, 6.0 MILES EAST OF BROOKLYN, AT THE WASHTENAW-JACKSON
 NF0180'COUNTY LINE, IN THE SW 1/4 SEC. 18, T 4 S, R 3 E, AT THE WATKINS
 NF0180'FARM, 53 YARDS EAST OF THE SILO ON THE FARM, 53.0 FEET NORTHWEST
 NF0180'OF THE CENTERLINE OF THE HIGHWAY, 25.0 FEET NORTHWEST OF THE
 NF0180'CENTERLINE OF THE FARM DRIVEWAY, 7.0 FEET SOUTHEAST OF A BOARD
 NF0180'FENCE AROUND A STOCKYARD, 4.0 FEET WEST OF A LILAC BUSH,
 NF0180'SOUTHWEST OF A 7-INCH OAK TREE, AND 7.0 FEET HIGHER THAN THE
 NF0180'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12-Q1 AND SET
 NF0180'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  MARK IS
 NF0180'JUST NORTH OF THE CORNER WHERE THE COUNTY LINE FORKS WEST AND
 NF0180'NORTHEAST.  STAMPED MARK WITH ELEVATION 1032.813.
 NF0180
 NF0180                          STATION RECOVERY (1976)
 NF0180
 NF0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0181 ***********************************************************************
 NF0181  DESIGNATION -  12 R 1
 NF0181  PID         -  NF0181
 NF0181  STATE/COUNTY-  MI/JACKSON
 NF0181  COUNTRY     -  US
 NF0181  USGS QUAD   -  NORVELL (2017)
 NF0181
 NF0181                         *CURRENT SURVEY CONTROL
 NF0181  ______________________________________________________________________
 NF0181* NAD 83(1986) POSITION- 42 07 48.13   (N) 084 08 12.21   (W)   HD_HELD1
 NF0181* NAVD 88 ORTHO HEIGHT -   300.365 (meters)      985.45  (feet) ADJUSTED
 NF0181  ______________________________________________________________________
 NF0181  GEOID HEIGHT    -        -34.487 (meters)                     GEOID18
 NF0181  DYNAMIC HEIGHT  -        300.253 (meters)      985.08  (feet) COMP
 NF0181  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 NF0181
 NF0181  VERT ORDER      -  SECOND    CLASS 0
 NF0181
 NF0181.The horizontal coordinates were determined by differentially corrected
 NF0181.hand held GPS observations or other comparable positioning techniques
 NF0181.and have an estimated accuracy of +/- 3 meters.
 NF0181
 NF0181.The orthometric height was determined by differential leveling and
 NF0181.adjusted by the NATIONAL GEODETIC SURVEY
 NF0181.in June 1991.
 NF0181
 NF0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0181.GEOID18 height accuracy estimate available here.
 NF0181
 NF0181.Click photographs - Photos may exist for this station.
 NF0181
 NF0181.The dynamic height is computed by dividing the NAVD 88
 NF0181.geopotential number by the normal gravity value computed on the
 NF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0181.degrees latitude (g = 980.6199 gals.).
 NF0181
 NF0181.The modeled gravity was interpolated from observed gravity values.
 NF0181
 NF0181;                    North         East    Units  Estimated Accuracy
 NF0181;SPC MI S     -    70,009.8   4,019,011.9     MT  (+/- 3 meters HH1 GPS) 
 NF0181
 NF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3665668182(NAD 83)
 NF0181
 NF0181                          SUPERSEDED SURVEY CONTROL
 NF0181
 NF0181  NGVD 29 (??/??/92)  300.470  (m)          985.79   (f) ADJ UNCH    2 0
 NF0181
 NF0181.Superseded values are not recommended for survey control.
 NF0181
 NF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0181.See file dsdata.pdf to determine how the superseded data were derived.
 NF0181
 NF0181_MARKER: DD = SURVEY DISK
 NF0181_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0181_STAMPING: 12-R1 988.792
 NF0181_MARK LOGO: CGS+SS
 NF0181_PROJECTION: PROJECTING 1 CENTIMETERS
 NF0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0181+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2016
 NF0181
 NF0181  HISTORY     - Date     Condition        Report By
 NF0181  HISTORY     - 1934     MONUMENTED       MIGS
 NF0181  HISTORY     - 1941     GOOD             CGS
 NF0181  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0181  HISTORY     - 20160621 SEE DESCRIPTION  NGS
 NF0181  HISTORY     - 20160622 GOOD             GEOCAC
 NF0181
 NF0181                          STATION DESCRIPTION
 NF0181
 NF0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0181'3.2 MI SE FROM NORVELL.
 NF0181'3 1/4 MILES SOUTHEAST OF NORVELL, 5 1/4 MILES WEST-SOUTHWEST OF
 NF0181'MANCHESTER, 5 3/4 MILES EAST NORTHEAST OF BROOKLYN, IN THE N E
 NF0181'1/4, SEC. 13, T 4 S, R 2 E, 36 YARDS NORTHWEST OF THE NEW YORK
 NF0181'CENTRAL RAILROAD STATION AT WATKINS, 24.0 FEET NORTH OF THE NORTH
 NF0181'RAIL, 22.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 7.2
 NF0181'FEET NORTHWEST OF A CONCRETE WHISTLE POST AND ABOUT 3 FEET ABOVE
 NF0181'TOP OF RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 12-R1 AND SET
 NF0181'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MARK
 NF0181'IS ABOUT 1/4 MILE WEST OF JACKSON-WASHTENAW COUNTY LINE.  MARK
 NF0181'IS NOT DATED.  STAMPED MARK WITH ELEVATION 985.792.
 NF0181
 NF0181                          STATION RECOVERY (2003)
 NF0181
 NF0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0181'MARK NOT FOUND.
 NF0181
 NF0181                          STATION RECOVERY (2016)
 NF0181
 NF0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (JDR)
 NF0181'STATION RECOVERED WITH SOME DAMAGE TO THE CONCRETE MONUMENT BUT DISK
 NF0181'STILL SEEMS TO BE SECURE.
 NF0181
 NF0181                          STATION RECOVERY (2016)
 NF0181
 NF0181'RECOVERY NOTE BY GEOCACHING 2016 (JAK)
 NF0181'RAILROAD AND RAILROAD STATION ARE GONE. PROPERTY HAS JUST BEEN
 NF0181'ACQUIRED BY THE STATE OF MI AND IS NOW WATKINS LAKE STATE PARK.
 NF0181'NORTHEAST CORNER OF THE CONCRETE IS BROKEN AWAY BUT OTHERWISE
 NF0181'MARK SEEMS TO BE IN GOOD CONDITION.  MARK IS APPROXIMATELY 120 FEET
 NF0181'NORTHWEST FROM A FLAGPOLE AND 22 FEET SOUTH OF THE RIGHT OF WAY
 NF0181'FENCE AND IS PROTRUDING ABOUT 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0028 ***********************************************************************
 QK0028  DESIGNATION -  12 RBC
 QK0028  PID         -  QK0028
 QK0028  STATE/COUNTY-  MI/CHIPPEWA
 QK0028  COUNTRY     -  US
 QK0028  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0028
 QK0028                         *CURRENT SURVEY CONTROL
 QK0028  ______________________________________________________________________
 QK0028* NAD 83(1986) POSITION- 45 58 43.     (N) 084 06 14.     (W)   SCALED
 QK0028* NAVD 88 ORTHO HEIGHT -   179.357 (meters)      588.44  (feet) ADJUSTED
 QK0028  ______________________________________________________________________
 QK0028  GEOID HEIGHT    -        -36.467 (meters)                     GEOID18
 QK0028  DYNAMIC HEIGHT  -        179.361 (meters)      588.45  (feet) COMP
 QK0028  MODELED GRAVITY -    980,631.6   (mgal)                       NAVD 88
 QK0028
 QK0028  VERT ORDER      -  FIRST     CLASS 0
 QK0028
 QK0028.The horizontal coordinates were scaled from a map and have
 QK0028.an estimated accuracy of +/- 6 seconds.
 QK0028
 QK0028.The orthometric height was determined by differential leveling and
 QK0028.adjusted by the NATIONAL GEODETIC SURVEY
 QK0028.in June 1991.
 QK0028
 QK0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0028.GEOID18 height accuracy estimate available here.
 QK0028
 QK0028.Click photographs - Photos may exist for this station.
 QK0028
 QK0028.The dynamic height is computed by dividing the NAVD 88
 QK0028.geopotential number by the normal gravity value computed on the
 QK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0028.degrees latitude (g = 980.6199 gals.).
 QK0028
 QK0028.The modeled gravity was interpolated from observed gravity values.
 QK0028
 QK0028;                    North         East    Units  Estimated Accuracy
 QK0028;SPC MI N     -   136,950.    8,224,360.      MT  (+/- 180 meters Scaled)
 QK0028
 QK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR243957(NAD 83)
 QK0028
 QK0028                          SUPERSEDED SURVEY CONTROL
 QK0028
 QK0028.No superseded survey control is available for this station.
 QK0028
 QK0028_MARKER: DB = BENCH MARK DISK
 QK0028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0028_SP_SET: CURB
 QK0028_STAMPING: 12 RBC 1958
 QK0028_MARK LOGO: USGS
 QK0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0028
 QK0028  HISTORY     - Date     Condition        Report By
 QK0028  HISTORY     - 1958     MONUMENTED       USGS
 QK0028  HISTORY     - 1972     GOOD             USLS
 QK0028  HISTORY     - 1983     GOOD             NGS
 QK0028  HISTORY     - 19940728 GOOD             USPSQD
 QK0028  HISTORY     - 20010331 GOOD             NGS
 QK0028
 QK0028                          STATION DESCRIPTION
 QK0028
 QK0028'DESCRIBED BY US LAKE SURVEY 1972
 QK0028'13.2 MI E FROM CEDARVILLE.
 QK0028'12 RBC A BENCH MARK ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, IS IN
 QK0028'CHIPPEWA COUNTY, MICHIGAN, 13.2 MILES EAST ALONG HIGHWAY M-134
 QK0028'FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN ROAD)
 QK0028'IN CEDARVILLE, 1.0 MILES WEST OF INTERSECTION M-134 AND M-48,
 QK0028'ON SOUTH CURB OF BRIDGE OVER TROUT CREEK, 16 FEET SOUTHWEST OF
 QK0028'CENTERLINE OF HIGHWAY, 11.0 FEET SOUTHEAST OF NORTHWEST FACE
 QK0028'AND 0.7 FEET SOUTHWEST OF NORTHEAST FACE OF BRIDGE CURB, 1/2-FOOT
 QK0028'ABOVE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 QK0028'OF BRONZE DISC SET INTO TOP OF CURB.  NOTE-- PREV. DESIG. 12 RBC
 QK0028'1958.
 QK0028
 QK0028                          STATION RECOVERY (1983)
 QK0028
 QK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.3 KM
 QK0028'(13.25 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0028'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE BRIDGE OVER TROUT CREEK, SET
 QK0028'IN THE SOUTH BRIDGE CURB, 1.6 KM (1.0 MI) WEST-NORTHWEST ALONG STATE
 QK0028'HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY 48, 4.8 METERS
 QK0028'(16.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.35 METERS
 QK0028'(11.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE CURB, AND 0.21 METERS
 QK0028'(0.7 FT) SOUTHWEST OF THE NORTHWEST FACE OF THE BRIDGE CURB.
 QK0028'THE MARK IS 0.15 M ABOVE HIGHWAY.
 QK0028
 QK0028                          STATION RECOVERY (1994)
 QK0028
 QK0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0028'RECOVERED IN GOOD CONDITION.
 QK0028
 QK0028                          STATION RECOVERY (2001)
 QK0028
 QK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0028'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0186 ***********************************************************************
 NF0186  DESIGNATION -  12 T AZ
 NF0186  PID         -  NF0186
 NF0186  STATE/COUNTY-  MI/JACKSON
 NF0186  COUNTRY     -  US
 NF0186  USGS QUAD   -  NORVELL (2017)
 NF0186
 NF0186                         *CURRENT SURVEY CONTROL
 NF0186  ______________________________________________________________________
 NF0186* NAD 83(2011) POSITION- 42 09 31.76776(N) 084 11 13.29251(W)   ADJUSTED
 NF0186* NAD 83(2011) ELLIP HT-   255.894 (meters)        (06/27/12)   ADJUSTED
 NF0186* NAD 83(2011) EPOCH   -  2010.00
 NF0186* NAVD 88 ORTHO HEIGHT -   290.327 (meters)      952.51  (feet) ADJUSTED
 NF0186  ______________________________________________________________________
 NF0186  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 NF0186  NAD 83(2011) X  -    479,605.360 (meters)                     COMP
 NF0186  NAD 83(2011) Y  - -4,711,015.909 (meters)                     COMP
 NF0186  NAD 83(2011) Z  -  4,258,869.319 (meters)                     COMP
 NF0186  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 NF0186  DYNAMIC HEIGHT  -        290.219 (meters)      952.16  (feet) COMP
 NF0186  MODELED GRAVITY -    980,244.3   (mgal)                       NAVD 88
 NF0186
 NF0186  VERT ORDER      -  SECOND    CLASS 0
 NF0186
 NF0186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0186  Standards:
 NF0186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0186  -------------------------------------------------------------------
 NF0186  NETWORK    0.49   1.31           0.22   0.18   0.67      0.06926198
 NF0186  -------------------------------------------------------------------
 NF0186  Click here for local accuracies and other accuracy information.
 NF0186
 NF0186.The horizontal coordinates were established by GPS observations
 NF0186.and adjusted by the National Geodetic Survey in June 2012.
 NF0186
 NF0186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0186.been affixed to the stable North American tectonic plate. See 
 NF0186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0186
 NF0186.The horizontal coordinates are valid at the epoch date displayed above
 NF0186.which is a decimal equivalence of Year/Month/Day.
 NF0186
 NF0186.The orthometric height was determined by differential leveling and
 NF0186.adjusted by the NATIONAL GEODETIC SURVEY
 NF0186.in June 1991.
 NF0186
 NF0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0186.GEOID18 height accuracy estimate available here.
 NF0186
 NF0186.Click photographs - Photos may exist for this station.
 NF0186
 NF0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0186
 NF0186.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0186
 NF0186.The ellipsoidal height was determined by GPS observations
 NF0186.and is referenced to NAD 83.
 NF0186
 NF0186.The dynamic height is computed by dividing the NAVD 88
 NF0186.geopotential number by the normal gravity value computed on the
 NF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0186.degrees latitude (g = 980.6199 gals.).
 NF0186
 NF0186.The modeled gravity was interpolated from observed gravity values.
 NF0186
 NF0186. The following values were computed from the NAD 83(2011) position.
 NF0186
 NF0186;                    North         East     Units Scale Factor Converg.
 NF0186;SPC MI S     -    73,197.330 4,014,846.113   MT  0.99998659   +0 07 20.1
 NF0186;SPC MI S     -   240,148.72 13,172,067.30   iFT  0.99998659   +0 07 20.1
 NF0186;UTM  16      - 4,671,241.141   732,393.039   MT  1.00026457   +1 53 20.0
 NF0186
 NF0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0186!SPC MI S     -   0.99995987  x   0.99998659  =   0.99994646
 NF0186!UTM  16      -   0.99995987  x   1.00026457  =   1.00022443
 NF0186
 NF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3239371241(NAD 83)
 NF0186
 NF0186                          SUPERSEDED SURVEY CONTROL
 NF0186
 NF0186  NAD 83(2007)-  42 09 31.76795(N)    084 11 13.29345(W) AD(2002.00) 1
 NF0186  ELLIP H (09/24/08)  255.902  (m)                       GP(2002.00) 3 1
 NF0186  NAVD 88             290.33   (m)          952.5    (f) LEVELING    3  
 NF0186  NGVD 29 (??/??/92)  290.416  (m)          952.81   (f) ADJ UNCH    2 0
 NF0186
 NF0186.Superseded values are not recommended for survey control.
 NF0186
 NF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0186.See file dsdata.pdf to determine how the superseded data were derived.
 NF0186
 NF0186_MARKER: DD = SURVEY DISK
 NF0186_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0186_STAMPING: 12 T AZ 952.806
 NF0186_MARK LOGO: CGS+SS
 NF0186_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0186+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2021
 NF0186
 NF0186  HISTORY     - Date     Condition        Report By
 NF0186  HISTORY     - 1934     MONUMENTED       MIGS
 NF0186  HISTORY     - 1941     GOOD             CGS
 NF0186  HISTORY     - 20031108 GOOD             USPSQD
 NF0186  HISTORY     - 20070702 GOOD             MIDT
 NF0186  HISTORY     - 20210728 SEE DESCRIPTION  MIDT
 NF0186
 NF0186                          STATION DESCRIPTION
 NF0186
 NF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0186'AT NORVELL.
 NF0186'AT NORVELL, IN THE NW 1/4 SEC, SEC. 3, T 4 S, R 2 E, 0.2 MILE
 NF0186'WEST OF THE CROSSROADS AT THE CENTER OF THE VILLAGE, ON THE
 NF0186'NORTH SIDE OF THE ROAD AT A STREET LIGHT, 28 YARDS SOUTHEAST
 NF0186'OF THE SOUTHEAST CORNER OF THE PORCH OF THE ELMER FOOT RESIDENCE,
 NF0186'22 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE GEORGE JEDELE
 NF0186'RESIDENCE, DIRECTLY ACROSS THE STREET FROM POLE 106, 6 FEET
 NF0186'NORTH OF POLE 107, AND 1 FOOT LOWER THAN THE STREET.  A STATE
 NF0186'SURVEY STANDARD DISK, STAMPED 12-TAZ AND SET IN THE TOP OF A
 NF0186'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NOTE-- NO
 NF0186'DATE ON MARK.  STAMPED MARK WITH ELEVATION 952.806.
 NF0186
 NF0186                          STATION RECOVERY (2003)
 NF0186
 NF0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0186'AS OF 11/8/03, THE CONCRETE POST IS PROJECTING ABOUT 4 INCHES ABOVE
 NF0186'GROUND.
 NF0186
 NF0186                          STATION RECOVERY (2007)
 NF0186
 NF0186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0186'RECOVERED AS DESCRIBED.
 NF0186
 NF0186                          STATION RECOVERY (2021)
 NF0186
 NF0186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AZ)
 NF0186'FOUND IN USABLE CONDITION.  DISK IS SCRAPED HEAVILY AND BASE IS
 NF0186'CHIPPED BUT MARK SEEMS TO HOLD POSITION WELL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0184 ***********************************************************************
 NF0184  DESIGNATION -  12 U
 NF0184  PID         -  NF0184
 NF0184  STATE/COUNTY-  MI/JACKSON
 NF0184  COUNTRY     -  US
 NF0184  USGS QUAD   -  NORVELL (2017)
 NF0184
 NF0184                         *CURRENT SURVEY CONTROL
 NF0184  ______________________________________________________________________
 NF0184* NAD 83(1986) POSITION- 42 10 12.     (N) 084 10 23.     (W)   SCALED
 NF0184* NAVD 88 ORTHO HEIGHT -   294.780 (meters)      967.12  (feet) ADJUSTED
 NF0184  ______________________________________________________________________
 NF0184  GEOID HEIGHT    -        -34.418 (meters)                     GEOID18
 NF0184  DYNAMIC HEIGHT  -        294.672 (meters)      966.77  (feet) COMP
 NF0184  MODELED GRAVITY -    980,246.4   (mgal)                       NAVD 88
 NF0184
 NF0184  VERT ORDER      -  SECOND    CLASS 0
 NF0184
 NF0184.The horizontal coordinates were scaled from a map and have
 NF0184.an estimated accuracy of +/- 6 seconds.
 NF0184
 NF0184.The orthometric height was determined by differential leveling and
 NF0184.adjusted by the NATIONAL GEODETIC SURVEY
 NF0184.in June 1991.
 NF0184
 NF0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0184.GEOID18 height accuracy estimate available here.
 NF0184
 NF0184.Click photographs - Photos may exist for this station.
 NF0184
 NF0184.The dynamic height is computed by dividing the NAVD 88
 NF0184.geopotential number by the normal gravity value computed on the
 NF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0184.degrees latitude (g = 980.6199 gals.).
 NF0184
 NF0184.The modeled gravity was interpolated from observed gravity values.
 NF0184
 NF0184;                    North         East    Units  Estimated Accuracy
 NF0184;SPC MI S     -    74,440.    4,016,000.      MT  (+/- 180 meters Scaled)
 NF0184
 NF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM335725(NAD 83)
 NF0184
 NF0184                          SUPERSEDED SURVEY CONTROL
 NF0184
 NF0184  NGVD 29 (??/??/92)  294.874  (m)          967.43   (f) ADJ UNCH    2 0
 NF0184
 NF0184.Superseded values are not recommended for survey control.
 NF0184
 NF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0184.See file dsdata.pdf to determine how the superseded data were derived.
 NF0184
 NF0184_MARKER: DD = SURVEY DISK
 NF0184_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0184_STAMPING: 12-U 96.433
 NF0184_MARK LOGO: CGS+SS
 NF0184_PROJECTION: PROJECTING 20 CENTIMETERS
 NF0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0184+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 NF0184
 NF0184  HISTORY     - Date     Condition        Report By
 NF0184  HISTORY     - 1934     MONUMENTED       MIGS
 NF0184  HISTORY     - 1941     GOOD             CGS
 NF0184  HISTORY     - 20031108 GOOD             USPSQD
 NF0184  HISTORY     - 20070702 GOOD             MIDT
 NF0184
 NF0184                          STATION DESCRIPTION
 NF0184
 NF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0184'1.2 MI N FROM NORVELL.
 NF0184'1.25 MILES NORTH-NORTHEAST OF NORVELL, NEAR THE EAST 1/4 CORNER
 NF0184'SEC. 34, T 3 S, R 2 E, AT A ROAD INTERSECTION, 58 YARDS EAST
 NF0184'OF A FRAME HOUSE, 32 YARDS WEST OF THE CENTERLINE OF ONE ROAD
 NF0184'AND 21 FEET SOUTH OF THE CENTERLINE OF THE OTHER ROAD, 3.0 FEET
 NF0184'SOUTH OF THE SOUTH ROAD DITCH, AND 9 INCHES LOWER THAN THE
 NF0184'ROAD.  A STANDARD STATE SURVEY DISK, STAMPED 12-U AND SET IN
 NF0184'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 NF0184'GROUND.  NOTE-- NO DATE ON MARK.  HOUSE MENTION IN DESCRIPTION
 NF0184'IS FRAME, NOT STONE.  STAMPED MARK WITH ELEVATION 96.433.
 NF0184
 NF0184                          STATION RECOVERY (2003)
 NF0184
 NF0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0184'RECOVERED IN GOOD CONDITION.
 NF0184
 NF0184                          STATION RECOVERY (2007)
 NF0184
 NF0184'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0184'THE STATION IS SOUTH OF SHARON VALLEY ROAD AND WEST OF SWEEZY LAKE
 NF0184'ROAD.  MARK IS NOW FLUSH WITH THE GROUND AND ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0183 ***********************************************************************
 NF0183  DESIGNATION -  12 V
 NF0183  PID         -  NF0183
 NF0183  STATE/COUNTY-  MI/JACKSON
 NF0183  COUNTRY     -  US
 NF0183  USGS QUAD   -  NORVELL (2017)
 NF0183
 NF0183                         *CURRENT SURVEY CONTROL
 NF0183  ______________________________________________________________________
 NF0183* NAD 83(1986) POSITION- 42 10 20.     (N) 084 08 42.     (W)   SCALED
 NF0183* NAVD 88 ORTHO HEIGHT -   298.272 (meters)      978.58  (feet) ADJUSTED
 NF0183  ______________________________________________________________________
 NF0183  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 NF0183  DYNAMIC HEIGHT  -        298.163 (meters)      978.22  (feet) COMP
 NF0183  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 NF0183
 NF0183  VERT ORDER      -  SECOND    CLASS 0
 NF0183
 NF0183.The horizontal coordinates were scaled from a map and have
 NF0183.an estimated accuracy of +/- 6 seconds.
 NF0183
 NF0183.The orthometric height was determined by differential leveling and
 NF0183.adjusted by the NATIONAL GEODETIC SURVEY
 NF0183.in June 1991.
 NF0183
 NF0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0183.GEOID18 height accuracy estimate available here.
 NF0183
 NF0183.Click photographs - Photos may exist for this station.
 NF0183
 NF0183.The dynamic height is computed by dividing the NAVD 88
 NF0183.geopotential number by the normal gravity value computed on the
 NF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0183.degrees latitude (g = 980.6199 gals.).
 NF0183
 NF0183.The modeled gravity was interpolated from observed gravity values.
 NF0183
 NF0183;                    North         East    Units  Estimated Accuracy
 NF0183;SPC MI S     -    74,690.    4,018,320.      MT  (+/- 180 meters Scaled)
 NF0183
 NF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM358728(NAD 83)
 NF0183
 NF0183                          SUPERSEDED SURVEY CONTROL
 NF0183
 NF0183  NGVD 29 (??/??/92)  298.373  (m)          978.91   (f) ADJ UNCH    2 0
 NF0183
 NF0183.Superseded values are not recommended for survey control.
 NF0183
 NF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0183.See file dsdata.pdf to determine how the superseded data were derived.
 NF0183
 NF0183_MARKER: DD = SURVEY DISK
 NF0183_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0183_STAMPING: 12-V
 NF0183_MARK LOGO: CGS+SS
 NF0183_PROJECTION: PROJECTING 28 CENTIMETERS
 NF0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0183
 NF0183  HISTORY     - Date     Condition        Report By
 NF0183  HISTORY     - 1934     MONUMENTED       MIGS
 NF0183  HISTORY     - 1941     GOOD             CGS
 NF0183  HISTORY     - 1976     POOR             USGS
 NF0183  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0183
 NF0183                          STATION DESCRIPTION
 NF0183
 NF0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0183'2.2 MI NE FROM NORVELL.
 NF0183'2.25 MILES EAST-NORTHEAST OF NORVELL, 5 1/4 MILES EAST OF
 NF0183'NAPOLEON, 5 1/2 MILES WEST-NORTHWEST OF MANCHESTER, IN THE
 NF0183'CENTRAL PART OF SEC. 36, T 3 S, R 2 E, 1/2 MILE WEST OF THE
 NF0183'JACKSON-WASHTENAW COUNTY LINE, ON AN OILED COUNTY ROAD 120 YARDS
 NF0183'WEST OF A DIRT ROAD SOUTH, 24 YARDS NORTHWEST OF A 36-INCH
 NF0183'WILLOW TREE WHICH IS ON THE SOUTHSIDE OF THE HIGHWAY, IN THE
 NF0183'CENTER OF A SMALL ROAD DITCH, 17.7 FEET NORTH OF THE CENTER OF
 NF0183'THE HIGHWAY, 11.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 NF0183'AND LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0183'12-V AND SET IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES
 NF0183'ABOVE GROUND.  REACHED FROM NORVELL BY GOING NORTHEASTERLY ALONG
 NF0183'THE HIGHWAY ABOUT 3 MILES.  NOTE-- NO DATE ON MARK.  STAMPED
 NF0183'ELEVATION 978.913 ON MARK.
 NF0183
 NF0183                          STATION RECOVERY (1976)
 NF0183
 NF0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0183'MARK RECOVERED IN POOR CONDITION.
 NF0183
 NF0183                          STATION RECOVERY (2003)
 NF0183
 NF0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0182 ***********************************************************************
 NF0182  DESIGNATION -  12 V AZ
 NF0182  PID         -  NF0182
 NF0182  STATE/COUNTY-  MI/JACKSON
 NF0182  COUNTRY     -  US
 NF0182  USGS QUAD   -  NORVELL (2017)
 NF0182
 NF0182                         *CURRENT SURVEY CONTROL
 NF0182  ______________________________________________________________________
 NF0182* NAD 83(1986) POSITION- 42 10 16.     (N) 084 08 20.     (W)   SCALED
 NF0182* NAVD 88 ORTHO HEIGHT -   291.149 (meters)      955.21  (feet) ADJUSTED
 NF0182  ______________________________________________________________________
 NF0182  GEOID HEIGHT    -        -34.418 (meters)                     GEOID18
 NF0182  DYNAMIC HEIGHT  -        291.043 (meters)      954.86  (feet) COMP
 NF0182  MODELED GRAVITY -    980,249.2   (mgal)                       NAVD 88
 NF0182
 NF0182  VERT ORDER      -  SECOND    CLASS 0
 NF0182
 NF0182.The horizontal coordinates were scaled from a map and have
 NF0182.an estimated accuracy of +/- 6 seconds.
 NF0182
 NF0182.The orthometric height was determined by differential leveling and
 NF0182.adjusted by the NATIONAL GEODETIC SURVEY
 NF0182.in June 1991.
 NF0182
 NF0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0182.GEOID18 height accuracy estimate available here.
 NF0182
 NF0182.Click photographs - Photos may exist for this station.
 NF0182
 NF0182.The dynamic height is computed by dividing the NAVD 88
 NF0182.geopotential number by the normal gravity value computed on the
 NF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0182.degrees latitude (g = 980.6199 gals.).
 NF0182
 NF0182.The modeled gravity was interpolated from observed gravity values.
 NF0182
 NF0182;                    North         East    Units  Estimated Accuracy
 NF0182;SPC MI S     -    74,570.    4,018,820.      MT  (+/- 180 meters Scaled)
 NF0182
 NF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM363727(NAD 83)
 NF0182
 NF0182                          SUPERSEDED SURVEY CONTROL
 NF0182
 NF0182  NGVD 29 (??/??/92)  291.251  (m)          955.55   (f) ADJ UNCH    2 0
 NF0182
 NF0182.Superseded values are not recommended for survey control.
 NF0182
 NF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0182.See file dsdata.pdf to determine how the superseded data were derived.
 NF0182
 NF0182_MARKER: DD = SURVEY DISK
 NF0182_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0182_STAMPING: 12-VAZ
 NF0182_MARK LOGO: CGS+SS
 NF0182_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0182
 NF0182  HISTORY     - Date     Condition        Report By
 NF0182  HISTORY     - 1934     MONUMENTED       MIGS
 NF0182  HISTORY     - 1941     GOOD             CGS
 NF0182  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0182
 NF0182                          STATION DESCRIPTION
 NF0182
 NF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0182'2.2 MI NE FROM NORVELL.
 NF0182'2.25 MILES NORTHEAST OF NORVELL, NEAR THE CENTER OF SEC. 368
 NF0182'T 3 S, R 2 E, 1/2 MILE WEST OF THE JACKSON-WASHTENAW COUNTY
 NF0182'LINE, AT THE SIDE OF A NORTH AND SOUTH DIRT ROAD, 1/4 MILE SOUTH
 NF0182'OF AN EAST AND WEST OILED ROAD, OVER THE TOP OF THE SECOND KNOLL
 NF0182'SOUTH FROM THE OILED ROAD, 41.0 FEET NORTH OF A 14-INCH ELM
 NF0182'TREE, 21 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 2 1/4
 NF0182'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND ABOUT 20
 NF0182'INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 NF0182'STAMPED 12-VAZ AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0182'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- MARK IS NOT DATED.  STAMPED
 NF0182'MARK WITH ELEVATION 995.546.
 NF0182
 NF0182                          STATION RECOVERY (2003)
 NF0182
 NF0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0303 ***********************************************************************
 NF0303  DESIGNATION -  120 1/2
 NF0303  PID         -  NF0303
 NF0303  STATE/COUNTY-  MI/IONIA
 NF0303  COUNTRY     -  US
 NF0303  USGS QUAD   -  PORTLAND NORTH (2017)
 NF0303
 NF0303                         *CURRENT SURVEY CONTROL
 NF0303  ______________________________________________________________________
 NF0303* NAD 83(1986) POSITION- 42 59 11.     (N) 084 59 38.     (W)   SCALED
 NF0303* NAVD 88 ORTHO HEIGHT -   195.830 (meters)      642.49  (feet) ADJUSTED
 NF0303  ______________________________________________________________________
 NF0303  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 NF0303  DYNAMIC HEIGHT  -        195.779 (meters)      642.32  (feet) COMP
 NF0303  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 NF0303
 NF0303  VERT ORDER      -  SECOND    CLASS 0
 NF0303
 NF0303.The horizontal coordinates were scaled from a map and have
 NF0303.an estimated accuracy of +/- 6 seconds.
 NF0303
 NF0303.The orthometric height was determined by differential leveling and
 NF0303.adjusted by the NATIONAL GEODETIC SURVEY
 NF0303.in June 1991.
 NF0303
 NF0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0303.GEOID18 height accuracy estimate available here.
 NF0303
 NF0303.Click photographs - Photos may exist for this station.
 NF0303
 NF0303.The dynamic height is computed by dividing the NAVD 88
 NF0303.geopotential number by the normal gravity value computed on the
 NF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0303.degrees latitude (g = 980.6199 gals.).
 NF0303
 NF0303.The modeled gravity was interpolated from observed gravity values.
 NF0303
 NF0303;                    North         East    Units  Estimated Accuracy
 NF0303;SPC MI S     -   165,300.    3,948,850.      MT  (+/- 180 meters Scaled)
 NF0303
 NF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN635612(NAD 83)
 NF0303
 NF0303                          SUPERSEDED SURVEY CONTROL
 NF0303
 NF0303  NGVD 29 (??/??/92)  195.966  (m)          642.93   (f) ADJ UNCH    2 0
 NF0303
 NF0303.Superseded values are not recommended for survey control.
 NF0303
 NF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0303.See file dsdata.pdf to determine how the superseded data were derived.
 NF0303
 NF0303_MARKER: Z = SEE DESCRIPTION
 NF0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0303_STAMPING: BM 120 1/2
 NF0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0303+STABILITY: SURFACE MOTION
 NF0303
 NF0303  HISTORY     - Date     Condition        Report By
 NF0303  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0303  HISTORY     - 1934     GOOD             CGS
 NF0303  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0303
 NF0303                          STATION DESCRIPTION
 NF0303
 NF0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0303'2.8 MI W FROM MUIR.
 NF0303'2.8 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0303'STATION AT MUIR, IONIA COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0303'120-GH 69, 50 YARDS SOUTHEAST OF A WHITE FRAME HOUSE, 46 FEET
 NF0303'NORTH OF THE NORTH RAIL, 2.7 FEET SOUTH OF A FENCE, AND 4 FEET
 NF0303'LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED B.M.
 NF0303'120 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0303
 NF0303                          STATION RECOVERY (1975)
 NF0303
 NF0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6770 ***********************************************************************
 AA6770  DESIGNATION -  120 20
 AA6770  PID         -  AA6770
 AA6770  STATE/COUNTY-  MI/WAYNE
 AA6770  COUNTRY     -  US
 AA6770  USGS QUAD   -  REDFORD (2017)
 AA6770
 AA6770                         *CURRENT SURVEY CONTROL
 AA6770  ______________________________________________________________________
 AA6770* NAD 83(2011) POSITION- 42 24 48.14568(N) 083 18 55.41223(W)   ADJUSTED
 AA6770* NAD 83(2011) ELLIP HT-   160.037 (meters)        (06/27/12)   ADJUSTED
 AA6770* NAD 83(2011) EPOCH   -  2010.00
 AA6770* NAVD 88 ORTHO HEIGHT -   194.1   (meters)      637.    (feet) GPS OBS
 AA6770  ______________________________________________________________________
 AA6770  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6770  GEOID HEIGHT    -         -34.04 (meters)                     GEOID93
 AA6770  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 AA6770  NAD 83(2011) X  -    548,992.346 (meters)                     COMP
 AA6770  NAD 83(2011) Y  - -4,684,208.789 (meters)                     COMP
 AA6770  NAD 83(2011) Z  -  4,279,723.216 (meters)                     COMP
 AA6770  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 AA6770
 AA6770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6770  Standards:
 AA6770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6770  -------------------------------------------------------------------
 AA6770  NETWORK    1.22   1.25           0.56   0.41   0.64     -0.15026364
 AA6770  -------------------------------------------------------------------
 AA6770  Click here for local accuracies and other accuracy information.
 AA6770
 AA6770.The horizontal coordinates were established by GPS observations
 AA6770.and adjusted by the National Geodetic Survey in June 2012.
 AA6770
 AA6770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6770.been affixed to the stable North American tectonic plate. See 
 AA6770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6770
 AA6770.The horizontal coordinates are valid at the epoch date displayed above
 AA6770.which is a decimal equivalence of Year/Month/Day.
 AA6770
 AA6770.The orthometric height was determined by GPS observations and a
 AA6770.high-resolution geoid model.
 AA6770
 AA6770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6770.GEOID18 height accuracy estimate available here.
 AA6770
 AA6770.Click photographs - Photos may exist for this station.
 AA6770
 AA6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6770
 AA6770.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6770
 AA6770.The ellipsoidal height was determined by GPS observations
 AA6770.and is referenced to NAD 83.
 AA6770
 AA6770. The following values were computed from the NAD 83(2011) position.
 AA6770
 AA6770;                    North         East     Units Scale Factor Converg.
 AA6770;SPC MI S     -   101,995.677 4,086,525.505   MT  0.99994055   +0 42 55.5
 AA6770;SPC MI S     -   334,631.49 13,407,235.91   iFT  0.99994055   +0 42 55.5
 AA6770;UTM  17      - 4,698,271.405   309,486.014   MT  1.00004659   -1 33 43.7
 AA6770
 AA6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6770!SPC MI S     -   0.99997490  x   0.99994055  =   0.99991545
 AA6770!UTM  17      -   0.99997490  x   1.00004659  =   1.00002149
 AA6770
 AA6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0948698271(NAD 83)
 AA6770
 AA6770                          SUPERSEDED SURVEY CONTROL
 AA6770
 AA6770  NAD 83(2007)-  42 24 48.14578(N)    083 18 55.41311(W) AD(2002.00) 0
 AA6770  ELLIP H (02/10/07)  160.030  (m)                       GP(2002.00)    
 AA6770  ELLIP H (07/12/02)  160.059  (m)                       GP(       ) 4 1
 AA6770  NAD 83(1994)-  42 24 48.14565(N)    083 18 55.41283(W) AD(       ) 1
 AA6770  ELLIP H (02/03/97)  160.110  (m)                       GP(       ) 4 1
 AA6770  NAD 83(1986)-  42 24 48.15021(N)    083 18 55.44241(W) AD(       ) 1
 AA6770
 AA6770.Superseded values are not recommended for survey control.
 AA6770
 AA6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6770.See file dsdata.pdf to determine how the superseded data were derived.
 AA6770
 AA6770_MARKER: DD = SURVEY DISK
 AA6770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6770_STAMPING: 120-20 1960
 AA6770_MARK LOGO: MI-163
 AA6770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6770+STABILITY: SURFACE MOTION
 AA6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6770+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 AA6770
 AA6770  HISTORY     - Date     Condition        Report By
 AA6770  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6770  HISTORY     - 20011212 GOOD             INDIV
 AA6770  HISTORY     - 20021212 GOOD             INDIV
 AA6770  HISTORY     - 20030419 GOOD             GEOCAC
 AA6770  HISTORY     - 20031212 GOOD             INDIV
 AA6770  HISTORY     - 20061205 GOOD             INDIV
 AA6770  HISTORY     - 20091223 GOOD             INDIV
 AA6770  HISTORY     - 20250616 GOOD             MIDT
 AA6770
 AA6770                          STATION DESCRIPTION
 AA6770
 AA6770'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6770'STATION IS LOCATED 8 MILESEAST OF NORTHVILLE, MICHIGAN ON SIX MILE
 AA6770'ROAD AT INKSTER ROAD. TO REACH FROM THE INTERSECTION OF US-24
 AA6770'(TELEGRAPH ROAD) AND SIX MILE ROAD PROCEED WEST FROM THE INTERSECTION
 AA6770'ON SIX MILE ROAD FOR 2.0 MILESTO INKSTER ROAD AND THE STATION IN THE
 AA6770'NORTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP
 AA6770'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST
 AA6770'IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK.  THE
 AA6770'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  THE
 AA6770'CENTERLINE OF INKSTER ROAD IS N 90 W, 56 FEET, THE CENTERLINE OF SIX
 AA6770'MILE ROAD IS S 0 W, 56 FEET,  A HYDRANT IS SOUTHWEST 5.5 FEET.
 AA6770
 AA6770                          STATION RECOVERY (2001)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2002)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2003)
 AA6770
 AA6770'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2003)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJB)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2006)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2009)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2025)
 AA6770
 AA6770'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA6770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6773 ***********************************************************************
 AA6773  DESIGNATION -  120 60
 AA6773  PID         -  AA6773
 AA6773  STATE/COUNTY-  MI/WAYNE
 AA6773  COUNTRY     -  US
 AA6773  USGS QUAD   -  INKSTER (2017)
 AA6773
 AA6773                         *CURRENT SURVEY CONTROL
 AA6773  ______________________________________________________________________
 AA6773* NAD 83(2011) POSITION- 42 21 19.24531(N) 083 18 45.38490(W)   ADJUSTED
 AA6773* NAD 83(2011) ELLIP HT-   159.327 (meters)        (06/27/12)   ADJUSTED
 AA6773* NAD 83(2011) EPOCH   -  2010.00
 AA6773* NAVD 88 ORTHO HEIGHT -   193.5   (meters)      635.    (feet) GPS OBS
 AA6773  ______________________________________________________________________
 AA6773  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6773  GEOID HEIGHT    -         -34.12 (meters)                     GEOID93
 AA6773  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 AA6773  NAD 83(2011) X  -    549,726.011 (meters)                     COMP
 AA6773  NAD 83(2011) Y  - -4,688,497.225 (meters)                     COMP
 AA6773  NAD 83(2011) Z  -  4,274,961.510 (meters)                     COMP
 AA6773  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 AA6773
 AA6773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6773  Standards:
 AA6773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6773  -------------------------------------------------------------------
 AA6773  NETWORK    0.95   1.04           0.44   0.32   0.53     -0.06235854
 AA6773  -------------------------------------------------------------------
 AA6773  Click here for local accuracies and other accuracy information.
 AA6773
 AA6773.The horizontal coordinates were established by GPS observations
 AA6773.and adjusted by the National Geodetic Survey in June 2012.
 AA6773
 AA6773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6773.been affixed to the stable North American tectonic plate. See 
 AA6773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6773
 AA6773.The horizontal coordinates are valid at the epoch date displayed above
 AA6773.which is a decimal equivalence of Year/Month/Day.
 AA6773
 AA6773.The orthometric height was determined by GPS observations and a
 AA6773.high-resolution geoid model.
 AA6773
 AA6773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6773.GEOID18 height accuracy estimate available here.
 AA6773
 AA6773.Click photographs - Photos may exist for this station.
 AA6773
 AA6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6773
 AA6773.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6773
 AA6773.The ellipsoidal height was determined by GPS observations
 AA6773.and is referenced to NAD 83.
 AA6773
 AA6773. The following values were computed from the NAD 83(2011) position.
 AA6773
 AA6773;                    North         East     Units Scale Factor Converg.
 AA6773;SPC MI S     -    95,553.624 4,086,835.435   MT  0.99994933   +0 43 02.3
 AA6773;SPC MI S     -   313,496.14 13,408,252.74   iFT  0.99994933   +0 43 02.3
 AA6773;UTM  17      - 4,691,821.469   309,539.792   MT  1.00004634   -1 33 30.7
 AA6773
 AA6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6773!SPC MI S     -   0.99997501  x   0.99994933  =   0.99992434
 AA6773!UTM  17      -   0.99997501  x   1.00004634  =   1.00002135
 AA6773
 AA6773:                Primary Azimuth Mark                     Grid Az
 AA6773:SPC MI S     -  120 64                                   179 34 36.5
 AA6773:UTM  17      -  120 64                                   181 51 09.5
 AA6773
 AA6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0953991821(NAD 83)
 AA6773
 AA6773|---------------------------------------------------------------------|
 AA6773| PID    Reference Object                     Distance      Geod. Az  |
 AA6773|                                                           dddmmss.s |
 AA6773| AA6768 120 64                              APPROX. 0.6 KM 1801738.8 |
 AA6773|---------------------------------------------------------------------|
 AA6773
 AA6773                          SUPERSEDED SURVEY CONTROL
 AA6773
 AA6773  NAD 83(2007)-  42 21 19.24542(N)    083 18 45.38577(W) AD(2002.00) 0
 AA6773  ELLIP H (02/10/07)  159.321  (m)                       GP(2002.00)    
 AA6773  ELLIP H (07/12/02)  159.347  (m)                       GP(       ) 4 1
 AA6773  NAD 83(1994)-  42 21 19.24533(N)    083 18 45.38541(W) AD(       ) 1
 AA6773  ELLIP H (02/03/97)  159.400  (m)                       GP(       ) 4 1
 AA6773  NAD 83(1986)-  42 21 19.24980(N)    083 18 45.41480(W) AD(       ) 1
 AA6773
 AA6773.Superseded values are not recommended for survey control.
 AA6773
 AA6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6773.See file dsdata.pdf to determine how the superseded data were derived.
 AA6773
 AA6773_MARKER: DB = BENCH MARK DISK
 AA6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6773_STAMPING: 120-60 1960
 AA6773_MARK LOGO: MI-163
 AA6773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6773+STABILITY: SURFACE MOTION
 AA6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6773+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 AA6773
 AA6773  HISTORY     - Date     Condition        Report By
 AA6773  HISTORY     - 1960     MONUMENTED       MI-163
 AA6773  HISTORY     - 20011212 GOOD             INDIV
 AA6773  HISTORY     - 20021212 GOOD             INDIV
 AA6773  HISTORY     - 20040301 GOOD             INDIV
 AA6773
 AA6773                          STATION DESCRIPTION
 AA6773
 AA6773'DESCRIBED BY WAYNE COUNTY MICHIGAN 1960
 AA6773'STATION IS LOCATED APPROXIAMATELY 5 MILESNORTH OF INKSTER, MICHIGAN
 AA6773'NEAR THE INTERSECTION OF JOY ROAD AND INKSTER ROAD. TO REACH FROM THE
 AA6773'INTERSECTION OF US-24 (TELEGRAPH ROAD) AND JOY ROAD PROCEED WEST ON
 AA6773'JOY ROAD 2.0 MILESTO INKSTER ROAD AND THE MONUMENT IN THE NORTHEAST
 AA6773'QUADRANT OF INTERSECTION. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6773'BRASS CAP SET IN CONCRETE IN A CAST IRON MONUMENT BOX.  THE MONUMENT
 AA6773'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  THE MONUMENT IS
 AA6773'56 FEETEAST OF THE CENTERLINE OF INKSTER ROAD AND 56 FEETNORTH OF THE
 AA6773'CENTERLINE OF JOY ROAD.
 AA6773
 AA6773                          STATION RECOVERY (2001)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
 AA6773
 AA6773                          STATION RECOVERY (2002)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
 AA6773
 AA6773                          STATION RECOVERY (2004)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6768 ***********************************************************************
 AA6768  DESIGNATION -  120 64
 AA6768  PID         -  AA6768
 AA6768  STATE/COUNTY-  MI/WAYNE
 AA6768  COUNTRY     -  US
 AA6768  USGS QUAD   -  INKSTER (2017)
 AA6768
 AA6768                         *CURRENT SURVEY CONTROL
 AA6768  ______________________________________________________________________
 AA6768* NAD 83(2011) POSITION- 42 20 58.21829(N) 083 18 45.53042(W)   ADJUSTED
 AA6768* NAD 83(2011) ELLIP HT-   156.192 (meters)        (06/27/12)   ADJUSTED
 AA6768* NAD 83(2011) EPOCH   -  2010.00
 AA6768* NAVD 88 ORTHO HEIGHT -   190.404 (meters)      624.68  (feet) ADJUSTED
 AA6768  ______________________________________________________________________
 AA6768  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 AA6768  NAD 83(2011) X  -    549,773.335 (meters)                     COMP
 AA6768  NAD 83(2011) Y  - -4,688,929.439 (meters)                     COMP
 AA6768  NAD 83(2011) Z  -  4,274,479.913 (meters)                     COMP
 AA6768  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 AA6768  DYNAMIC HEIGHT  -        190.349 (meters)      624.50  (feet) COMP
 AA6768  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 AA6768
 AA6768  VERT ORDER      -  SECOND    CLASS I
 AA6768
 AA6768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6768  Standards:
 AA6768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6768  -------------------------------------------------------------------
 AA6768  NETWORK    0.91   1.00           0.42   0.31   0.51     -0.05420240
 AA6768  -------------------------------------------------------------------
 AA6768  Click here for local accuracies and other accuracy information.
 AA6768
 AA6768.The horizontal coordinates were established by GPS observations
 AA6768.and adjusted by the National Geodetic Survey in June 2012.
 AA6768
 AA6768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6768.been affixed to the stable North American tectonic plate. See 
 AA6768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6768
 AA6768.The horizontal coordinates are valid at the epoch date displayed above
 AA6768.which is a decimal equivalence of Year/Month/Day.
 AA6768
 AA6768.The orthometric height was determined by differential leveling and
 AA6768.adjusted by the NATIONAL GEODETIC SURVEY
 AA6768.in July 2007.
 AA6768
 AA6768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6768.GEOID18 height accuracy estimate available here.
 AA6768
 AA6768.Click photographs - Photos may exist for this station.
 AA6768
 AA6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6768
 AA6768.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6768
 AA6768.The ellipsoidal height was determined by GPS observations
 AA6768.and is referenced to NAD 83.
 AA6768
 AA6768.The dynamic height is computed by dividing the NAVD 88
 AA6768.geopotential number by the normal gravity value computed on the
 AA6768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6768.degrees latitude (g = 980.6199 gals.).
 AA6768
 AA6768.The modeled gravity was interpolated from observed gravity values.
 AA6768
 AA6768. The following values were computed from the NAD 83(2011) position.
 AA6768
 AA6768;                    North         East     Units Scale Factor Converg.
 AA6768;SPC MI S     -    94,904.864 4,086,840.227   MT  0.99995027   +0 43 02.2
 AA6768;SPC MI S     -   311,367.66 13,408,268.46   iFT  0.99995027   +0 43 02.2
 AA6768;UTM  17      - 4,691,172.968   309,518.816   MT  1.00004644   -1 33 30.2
 AA6768
 AA6768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6768!SPC MI S     -   0.99997550  x   0.99995027  =   0.99992578
 AA6768!UTM  17      -   0.99997550  x   1.00004644  =   1.00002194
 AA6768
 AA6768:                Primary Azimuth Mark                     Grid Az
 AA6768:SPC MI S     -  120 60                                   359 34 36.6
 AA6768:UTM  17      -  120 60                                   001 51 09.0
 AA6768
 AA6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0951891172(NAD 83)
 AA6768
 AA6768|---------------------------------------------------------------------|
 AA6768| PID    Reference Object                     Distance      Geod. Az  |
 AA6768|                                                           dddmmss.s |
 AA6768| AA6773 120 60                              APPROX. 0.6 KM 0001738.8 |
 AA6768|---------------------------------------------------------------------|
 AA6768
 AA6768                          SUPERSEDED SURVEY CONTROL
 AA6768
 AA6768  NAD 83(2007)-  42 20 58.21842(N)    083 18 45.53123(W) AD(2002.00) 0
 AA6768  ELLIP H (02/10/07)  156.188  (m)                       GP(2002.00)    
 AA6768  ELLIP H (07/12/02)  156.218  (m)                       GP(       ) 4 1
 AA6768  NAD 83(1994)-  42 20 58.21831(N)    083 18 45.53084(W) AD(       ) 1
 AA6768  ELLIP H (02/03/97)  156.267  (m)                       GP(       ) 4 1
 AA6768  NAD 83(1986)-  42 20 58.22300(N)    083 18 45.56017(W) AD(       ) 1
 AA6768  NAVD 88 (07/20/95)  190.4    (m)  GEOID93  model used  GPS OBS        
 AA6768
 AA6768.Superseded values are not recommended for survey control.
 AA6768
 AA6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6768.See file dsdata.pdf to determine how the superseded data were derived.
 AA6768
 AA6768_MARKER: DB = BENCH MARK DISK
 AA6768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6768_STAMPING: 120-64 1960
 AA6768_MARK LOGO: MI-163
 AA6768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6768+STABILITY: SURFACE MOTION
 AA6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6768+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AA6768
 AA6768  HISTORY     - Date     Condition        Report By
 AA6768  HISTORY     - 1960     MONUMENTED       MI-163
 AA6768  HISTORY     - 20050804 GOOD             USPSQD
 AA6768  HISTORY     - 20060508 GOOD             MIDT
 AA6768  HISTORY     - 20120717 MARK NOT FOUND   GEOCAC
 AA6768
 AA6768                          STATION DESCRIPTION
 AA6768
 AA6768'DESCRIBED BY WAYNE COUNTY MICHIGAN 1960
 AA6768'STATION IS A WAYNE COUNTY BENCHMARK LOCATED APPROXIMATELY 5 MILESNORTH
 AA6768'OF INKSTER, MICHIGAN ON INKSTER ROAD APPROXIMATELY 1/2 MILE NORTH OF
 AA6768'WARREN ROAD. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD)
 AA6768'AND JOY ROAD PROCEED 2.0 MILESWEST ON JOY ROAD TO INKSTER ROAD. THENCE
 AA6768'GO SOUTH 0.35 MILESON INKSTER ROAD TO THE BRIDGE OVER HINES DRIVE AND
 AA6768'THE MONUMENT AT THE NORTHWEST CORNER OF THE BRIDGE. THE STATION IS A
 AA6768'WAYNE COUNTY BENCHMARK BRASS CAP  SET IN A 6 INCH DIAMETER CONCRETE
 AA6768'MONUMENT. THE MONUMENT IS SET FLUSH WITH THE SURFACE OF THE SIDEWALK.
 AA6768'THE MONUMENT IS 1.5 FEETWEST OF THE FACE OF CURB AND AT THE NORTHWEST
 AA6768'CORNER OF THE BRIDGE.
 AA6768
 AA6768                          STATION RECOVERY (2005)
 AA6768
 AA6768'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA6768'RECOVERED IN GOOD CONDITION.
 AA6768
 AA6768                          STATION RECOVERY (2006)
 AA6768
 AA6768'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6768'RECOVERED AS DESCRIBED. DISK IS SET IN SIDEWALK.  SIDEWALK IS
 AA6768'DETERIORATED GIVING THE STATION A POOR CONDITION.
 AA6768
 AA6768                          STATION RECOVERY (2012)
 AA6768
 AA6768'RECOVERY NOTE BY GEOCACHING 2012 (DJP)
 AA6768'THE MARK WAS NOT FOUND.  THE BRIDGE PAVEMENT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0502 ***********************************************************************
 RL0502  DESIGNATION -  1200
 RL0502  PID         -  RL0502
 RL0502  STATE/COUNTY-  MI/HOUGHTON
 RL0502  COUNTRY     -  US
 RL0502  USGS QUAD   -  DONKEN (2017)
 RL0502
 RL0502                         *CURRENT SURVEY CONTROL
 RL0502  ______________________________________________________________________
 RL0502* NAD 83(2011) POSITION- 46 52 57.17244(N) 088 51 58.22646(W)   ADJUSTED
 RL0502* NAD 83(2011) ELLIP HT-   332.779 (meters)        (06/27/12)   ADJUSTED
 RL0502* NAD 83(2011) EPOCH   -  2010.00
 RL0502* NAVD 88 ORTHO HEIGHT -   365.512 (meters)     1199.18  (feet) ADJUSTED
 RL0502  ______________________________________________________________________
 RL0502  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 RL0502  NAD 83(2011) X  -     86,421.919 (meters)                     COMP
 RL0502  NAD 83(2011) Y  - -4,366,600.268 (meters)                     COMP
 RL0502  NAD 83(2011) Z  -  4,633,092.990 (meters)                     COMP
 RL0502  LAPLACE CORR    -        -14.14  (seconds)                    DEFLEC18
 RL0502  DYNAMIC HEIGHT  -        365.545 (meters)     1199.29  (feet) COMP
 RL0502  MODELED GRAVITY -    980,694.0   (mgal)                       NAVD 88
 RL0502
 RL0502  VERT ORDER      -  FIRST     CLASS II
 RL0502
 RL0502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0502  Standards:
 RL0502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0502  -------------------------------------------------------------------
 RL0502  NETWORK    0.62   1.25           0.28   0.22   0.64      0.09414490
 RL0502  -------------------------------------------------------------------
 RL0502  Click here for local accuracies and other accuracy information.
 RL0502
 RL0502.The horizontal coordinates were established by GPS observations
 RL0502.and adjusted by the National Geodetic Survey in June 2012.
 RL0502
 RL0502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0502.been affixed to the stable North American tectonic plate. See 
 RL0502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0502
 RL0502.The horizontal coordinates are valid at the epoch date displayed above
 RL0502.which is a decimal equivalence of Year/Month/Day.
 RL0502
 RL0502.The orthometric height was determined by differential leveling and
 RL0502.adjusted by the NATIONAL GEODETIC SURVEY
 RL0502.in June 1991.
 RL0502
 RL0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0502.GEOID18 height accuracy estimate available here.
 RL0502
 RL0502.Click photographs - Photos may exist for this station.
 RL0502
 RL0502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0502
 RL0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0502
 RL0502.The ellipsoidal height was determined by GPS observations
 RL0502.and is referenced to NAD 83.
 RL0502
 RL0502.The dynamic height is computed by dividing the NAVD 88
 RL0502.geopotential number by the normal gravity value computed on the
 RL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0502.degrees latitude (g = 980.6199 gals.).
 RL0502
 RL0502.The modeled gravity was interpolated from observed gravity values.
 RL0502
 RL0502. The following values were computed from the NAD 83(2011) position.
 RL0502
 RL0502;                    North         East     Units Scale Factor Converg.
 RL0502;SPC MI N     -   234,995.272 7,857,774.766   MT  0.99995719   -1 20 55.9
 RL0502;SPC MI N     -   770,981.86 25,780,100.94   iFT  0.99995719   -1 20 55.9
 RL0502;UTM  16      - 5,193,802.762   357,814.054   MT  0.99984848   -1 21 44.8
 RL0502
 RL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0502!SPC MI N     -   0.99994784  x   0.99995719  =   0.99990503
 RL0502!UTM  16      -   0.99994784  x   0.99984848  =   0.99979633
 RL0502
 RL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5781493802(NAD 83)
 RL0502
 RL0502                          SUPERSEDED SURVEY CONTROL
 RL0502
 RL0502  NAD 83(2007)-  46 52 57.17245(N)    088 51 58.22681(W) AD(2002.00) A
 RL0502  ELLIP H (02/24/11)  332.788  (m)                       GP(2002.00) 3 2
 RL0502  NAVD 88             365.51   (m)         1199.2    (f) LEVELING    3  
 RL0502  NGVD 29 (??/??/92)  365.502  (m)         1199.15   (f) ADJ UNCH    1 2
 RL0502
 RL0502.Superseded values are not recommended for survey control.
 RL0502
 RL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0502.See file dsdata.pdf to determine how the superseded data were derived.
 RL0502
 RL0502_MARKER: DB = BENCH MARK DISK
 RL0502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0502_SP_SET: RAILROAD BRIDGE ABUTMENT
 RL0502_STAMPING: 1200 TT
 RL0502_MARK LOGO: USGS
 RL0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0502+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0502
 RL0502  HISTORY     - Date     Condition        Report By
 RL0502  HISTORY     - 1911     MONUMENTED       USGS
 RL0502  HISTORY     - 1948     GOOD             CGS
 RL0502  HISTORY     - 19960715 GOOD             MIDT
 RL0502  HISTORY     - 20070820 GOOD             GEOCAC
 RL0502  HISTORY     - 20090616 GOOD             MIDT
 RL0502  HISTORY     - 20090915 GOOD             USGSNP
 RL0502  HISTORY     - 20140812 GOOD             MIDT
 RL0502
 RL0502                          STATION DESCRIPTION
 RL0502
 RL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0502'0.2 MI SW FROM LAKE ROLAND.
 RL0502'0.2 MILE SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM THE
 RL0502'STATION AT LAKE ROLAND, SET IN THE TOP OF THE NORTHWEST END
 RL0502'OF THE EAST WINGWALL AT THE NORTHEAST END OF A 47-FOOT CONCRETE
 RL0502'AND STEEL BRIDGE OVER MISERY RIVER, 4.9 FEET SOUTHEAST OF THE
 RL0502'SOUTHEAST RAIL, ABOUT 150 FEET NORTHWEST OF THE CENTER LINE OF
 RL0502'STATE HIGHWAY 26 AND ABOUT LEVEL WITH THE TRACK.
 RL0502
 RL0502                          STATION RECOVERY (1996)
 RL0502
 RL0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0502'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTHWEST ALONG AN ORV TRAIL
 RL0502'(OLD RR GRADE) FROM POHONON ROAD AT TWIN LAKES.  TO REACH FROM THE
 RL0502'JUNCTION OF STATE HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN
 RL0502'LAKES FOLLOW POHONEN ROAD WEST ABOUT 45 M (147.6 FT) TO A ORV TRAIL
 RL0502'CROSSING, TURN LEFT (SOUTHWEST) FOR 0.3 KM (0.20 MI) TO THE OLD BRIDGE
 RL0502'AND THE MARK ON THE LEFT.  STATION IS SET IN THE TOP OF THE NORTHWEST
 RL0502'END OF THE EAST WINGWALL AT THE NORTHEAST ABUTMENT OF THE OLD BRIDGE,
 RL0502'ABOUT 45.7 M (149.9 FT) NORTHWEST OF THE CENTERLINE OF M-26, ABOUT 2.3
 RL0502'M (7.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ORV TRAIL AND ABOUT
 RL0502'LEVEL WITH THE TRAIL. NOTE-THE DISK SURFACE IS SLIGHTLY SCARRED.
 RL0502
 RL0502                          STATION RECOVERY (2007)
 RL0502
 RL0502'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0502'RECOVERED IN GOOD CONDITION.
 RL0502
 RL0502                          STATION RECOVERY (2009)
 RL0502
 RL0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0502'RECOVERED AS DESCRIBED.
 RL0502
 RL0502                          STATION RECOVERY (2009)
 RL0502
 RL0502'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2009 (MR)
 RL0502'RECOVERED IN GOOD CONDITION.
 RL0502
 RL0502                          STATION RECOVERY (2014)
 RL0502
 RL0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0221 ***********************************************************************
 RJ0221  DESIGNATION -  121
 RJ0221  PID         -  RJ0221
 RJ0221  STATE/COUNTY-  MI/CHIPPEWA
 RJ0221  COUNTRY     -  US
 RJ0221  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0221
 RJ0221                         *CURRENT SURVEY CONTROL
 RJ0221  ______________________________________________________________________
 RJ0221* NAD 83(1986) POSITION- 46 25 10.     (N) 084 12 23.     (W)   SCALED
 RJ0221* NAVD 88 ORTHO HEIGHT -   187.725 (meters)      615.89  (feet) ADJUSTED
 RJ0221  ______________________________________________________________________
 RJ0221  GEOID HEIGHT    -        -36.656 (meters)                     GEOID18
 RJ0221  DYNAMIC HEIGHT  -        187.736 (meters)      615.93  (feet) COMP
 RJ0221  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0221
 RJ0221  VERT ORDER      -  FIRST     CLASS 0
 RJ0221
 RJ0221.The horizontal coordinates were scaled from a map and have
 RJ0221.an estimated accuracy of +/- 6 seconds.
 RJ0221
 RJ0221.The orthometric height was determined by differential leveling and
 RJ0221.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0221.in June 1991.
 RJ0221
 RJ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0221.GEOID18 height accuracy estimate available here.
 RJ0221
 RJ0221.Click photographs - Photos may exist for this station.
 RJ0221
 RJ0221.The dynamic height is computed by dividing the NAVD 88
 RJ0221.geopotential number by the normal gravity value computed on the
 RJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0221.degrees latitude (g = 980.6199 gals.).
 RJ0221
 RJ0221.The modeled gravity was interpolated from observed gravity values.
 RJ0221
 RJ0221;                    North         East    Units  Estimated Accuracy
 RJ0221;SPC MI N     -   185,630.    8,214,700.      MT  (+/- 180 meters Scaled)
 RJ0221
 RJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146444(NAD 83)
 RJ0221
 RJ0221                          SUPERSEDED SURVEY CONTROL
 RJ0221
 RJ0221.No superseded survey control is available for this station.
 RJ0221
 RJ0221_MARKER: I = METAL ROD
 RJ0221_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RJ0221_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0221_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0221_ROD/PIPE-DEPTH: 3.0 meters
 RJ0221
 RJ0221  HISTORY     - Date     Condition        Report By
 RJ0221  HISTORY     - 1969     MONUMENTED       USLS
 RJ0221  HISTORY     - 1969     GOOD             USLS
 RJ0221  HISTORY     - 1983     GOOD             NGS
 RJ0221
 RJ0221                          STATION DESCRIPTION
 RJ0221
 RJ0221'DESCRIBED BY US LAKE SURVEY 1969
 RJ0221'AT SUGAR ISLAND.
 RJ0221'121 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0221'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO
 RJ0221'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO
 RJ0221'3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST TO T-INTERSECTION
 RJ0221'AND VICINITY OF MARK, 49 FEET EAST OF SOUTH-BOUND ROAD, 34 FEET
 RJ0221'SOUTH OF EAST BOUND ROAD, 7.6 FEET SOUTHWEST OF UTILITY POLE
 RJ0221'NO. SU 1-121, 6.9 FEET NORTHEAST OF UTILITY SUPPORT POLE,
 RJ0221'1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON
 RJ0221'TOP OF A 1-1/2-INCH IRON ROD, 10 FEET LONG.
 RJ0221
 RJ0221                          STATION RECOVERY (1983)
 RJ0221
 RJ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0221'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0221'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0221'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0221'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0221'AT A T JUNCTION, A 1 1/2 INCH IRON ROD, 14.9 METERS (49.0 FT) EAST OF
 RJ0221'THE APPROXIMATE CENTER OF HOMESTEAD ROAD, 10.4 METERS (34.0 FT) SOUTH
 RJ0221'OF THE APPROXIMATE CENTER OF 6 MILE ROAD, 2.3 METERS (7.6 FT)
 RJ0221'SOUTHWEST OF POWERLINE POLE NUMBER SU1-121, 2.1 METERS (6.9 FT)
 RJ0221'NORTHEAST OF A POWERLINE SUPPORT POLE, AND 1.2 METERS (4.0 FT) NORTH
 RJ0221'OF A POWERLINE POLE GUY ANCHOR.
 RJ0221'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 RJ0221'THE MARK IS 0.15 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0091 ***********************************************************************
 ME0091  DESIGNATION -  121 1/2
 ME0091  PID         -  ME0091
 ME0091  STATE/COUNTY-  MI/CASS
 ME0091  COUNTRY     -  US
 ME0091  USGS QUAD   -  DOWAGIAC (2017)
 ME0091
 ME0091                         *CURRENT SURVEY CONTROL
 ME0091  ______________________________________________________________________
 ME0091* NAD 83(1986) POSITION- 41 53 21.     (N) 086 00 56.     (W)   SCALED
 ME0091* NAVD 88 ORTHO HEIGHT -   270.698 (meters)      888.12  (feet) ADJUSTED
 ME0091  ______________________________________________________________________
 ME0091  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 ME0091  DYNAMIC HEIGHT  -        270.601 (meters)      887.80  (feet) COMP
 ME0091  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 ME0091
 ME0091  VERT ORDER      -  SECOND    CLASS 0
 ME0091
 ME0091.The horizontal coordinates were scaled from a map and have
 ME0091.an estimated accuracy of +/- 6 seconds.
 ME0091
 ME0091.The orthometric height was determined by differential leveling and
 ME0091.adjusted by the NATIONAL GEODETIC SURVEY
 ME0091.in June 1991.
 ME0091
 ME0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0091.GEOID18 height accuracy estimate available here.
 ME0091
 ME0091.Click photographs - Photos may exist for this station.
 ME0091
 ME0091.The dynamic height is computed by dividing the NAVD 88
 ME0091.geopotential number by the normal gravity value computed on the
 ME0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0091.degrees latitude (g = 980.6199 gals.).
 ME0091
 ME0091.The modeled gravity was interpolated from observed gravity values.
 ME0091
 ME0091;                    North         East    Units  Estimated Accuracy
 ME0091;SPC MI S     -    44,570.    3,863,150.      MT  (+/- 180 meters Scaled)
 ME0091
 ME0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM816379(NAD 83)
 ME0091
 ME0091                          SUPERSEDED SURVEY CONTROL
 ME0091
 ME0091  NGVD 29 (??/??/92)  270.826  (m)          888.54   (f) ADJ UNCH    2 0
 ME0091
 ME0091.Superseded values are not recommended for survey control.
 ME0091
 ME0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0091.See file dsdata.pdf to determine how the superseded data were derived.
 ME0091
 ME0091_MARKER: DD = SURVEY DISK
 ME0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0091_STAMPING: BM 121-1/2
 ME0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0091+STABILITY: SURFACE MOTION
 ME0091
 ME0091  HISTORY     - Date     Condition        Report By
 ME0091  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0091  HISTORY     - 1934     GOOD             CGS
 ME0091  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0091
 ME0091                          STATION DESCRIPTION
 ME0091
 ME0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0091'1.3 MI SW FROM CASSOPOLIS.
 ME0091'1.3 MILES SOUTHWEST ALONG THE GRAND TRUNK RAILWAY FROM CASSOPOLIS,
 ME0091'CASS COUNTY, 52 FEET NORTHWEST OF THE WEST RAIL, IN LINE WITH
 ME0091'A ROW OF POWER POLES, 1 FOOT SOUTHEAST OF THE WEST RIGHT-OF-WAY
 ME0091'FENCE, AND ABOUT 4 FEET LOWER THAN THE TOP OF RAIL.  A GRAND
 ME0091'TRUNK RAILWAY STANDARD DISK, STAMPED BM 121-1/2 AND SET IN THE
 ME0091'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0091
 ME0091                          STATION RECOVERY (1977)
 ME0091
 ME0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3103 ***********************************************************************
 AB3103  DESIGNATION -  12102
 AB3103  PID         -  AB3103
 AB3103  STATE/COUNTY-  MI/BRANCH
 AB3103  COUNTRY     -  US
 AB3103  USGS QUAD   -  BRONSON NORTH (2017)
 AB3103
 AB3103                         *CURRENT SURVEY CONTROL
 AB3103  ______________________________________________________________________
 AB3103* NAD 83(2011) POSITION- 41 56 28.63892(N) 085 14 06.15890(W)   ADJUSTED
 AB3103* NAD 83(2011) ELLIP HT-   248.917 (meters)        (06/27/12)   ADJUSTED
 AB3103* NAD 83(2011) EPOCH   -  2010.00
 AB3103* NAVD 88 ORTHO HEIGHT -   282.1   (meters)      926.    (feet) GPS OBS
 AB3103  ______________________________________________________________________
 AB3103  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3103  GEOID HEIGHT    -        -33.147 (meters)                     GEOID93
 AB3103  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 AB3103  NAD 83(2011) X  -    394,702.958 (meters)                     COMP
 AB3103  NAD 83(2011) Y  - -4,735,123.157 (meters)                     COMP
 AB3103  NAD 83(2011) Z  -  4,240,921.747 (meters)                     COMP
 AB3103  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AB3103
 AB3103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3103  Standards:
 AB3103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3103  -------------------------------------------------------------------
 AB3103  NETWORK    1.21   2.25           0.56   0.40   1.15     -0.08942441
 AB3103  -------------------------------------------------------------------
 AB3103  Click here for local accuracies and other accuracy information.
 AB3103
 AB3103.The horizontal coordinates were established by GPS observations
 AB3103.and adjusted by the National Geodetic Survey in June 2012.
 AB3103
 AB3103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3103.been affixed to the stable North American tectonic plate. See 
 AB3103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3103
 AB3103.The horizontal coordinates are valid at the epoch date displayed above
 AB3103.which is a decimal equivalence of Year/Month/Day.
 AB3103
 AB3103.The orthometric height was determined by GPS observations and a
 AB3103.high-resolution geoid model.
 AB3103
 AB3103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3103.GEOID18 height accuracy estimate available here.
 AB3103
 AB3103.Click photographs - Photos may exist for this station.
 AB3103
 AB3103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3103
 AB3103.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3103
 AB3103.The ellipsoidal height was determined by GPS observations
 AB3103.and is referenced to NAD 83.
 AB3103
 AB3103. The following values were computed from the NAD 83(2011) position.
 AB3103
 AB3103;                    North         East     Units Scale Factor Converg.
 AB3103;SPC MI S     -    49,389.938 3,927,986.468   MT  1.00004135   -0 35 27.4
 AB3103;SPC MI S     -   162,040.48 12,887,094.71   iFT  1.00004135   -0 35 27.4
 AB3103;UTM  16      - 4,644,763.972   646,306.243   MT  0.99986340   +1 10 47.5
 AB3103
 AB3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3103!SPC MI S     -   0.99996096  x   1.00004135  =   1.00000231
 AB3103!UTM  16      -   0.99996096  x   0.99986340  =   0.99982437
 AB3103
 AB3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4630644763(NAD 83)
 AB3103
 AB3103                          SUPERSEDED SURVEY CONTROL
 AB3103
 AB3103  NAD 83(2007)-  41 56 28.63903(N)    085 14 06.15985(W) AD(2002.00) 0
 AB3103  ELLIP H (02/10/07)  248.934  (m)                       GP(2002.00)    
 AB3103  ELLIP H (07/12/02)  248.956  (m)                       GP(       ) 4 1
 AB3103  NAD 83(1994)-  41 56 28.63872(N)    085 14 06.15979(W) AD(       ) 1
 AB3103  ELLIP H (05/08/96)  248.983  (m)                       GP(       ) 1 1
 AB3103
 AB3103.Superseded values are not recommended for survey control.
 AB3103
 AB3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3103.See file dsdata.pdf to determine how the superseded data were derived.
 AB3103
 AB3103_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3103_STAMPING: 12102 1980
 AB3103_MARK LOGO: MIDT
 AB3103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3103+STABILITY: SURFACE MOTION
 AB3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3103+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AB3103
 AB3103  HISTORY     - Date     Condition        Report By
 AB3103  HISTORY     - 1980     MONUMENTED       MIDT
 AB3103  HISTORY     - 20081016 GOOD             AHI
 AB3103  HISTORY     - 20250708 GOOD             MIDT
 AB3103
 AB3103                          STATION DESCRIPTION
 AB3103
 AB3103'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3103'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE BRONSON NORTH
 AB3103'QUADRANGLE MAP IN THE NORTHWEST 1/4 OF SECTION 21, T-6-S, R-8-W,
 AB3103'MATTESON TOWNSHIP.  ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF COLON, 4.0 MI
 AB3103'(6.4 KM) SOUTH OF SHERWOOD, 2.5 MI (4.0 KM) WEST OF MATTESON ON THE
 AB3103'SOUTH SIDE OF STATE HIGHWAY M-86 NEAR THE MATTESON TOWNSHIP HALL.  TO
 AB3103'REACH FROM THE INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE
 AB3103'(WHERE STATE HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) IN THE
 AB3103'CITY OF COLON GO SOUTHEAST ALONG STATE HIGHWAY M-86 FOR 5.2 MI (8.4
 AB3103'KM) TO STATION ON THE RIGHT AS DESCRIBED.  STATION IS 33.5 FT (10.2 M)
 AB3103'SOUTH FROM THE CENTER OF STATE HIGHWAY M-86, 38.5 FT (11.7 M) NORTH
 AB3103'FROM A 22-INCH ELM TREE, 63.7 FT (19.4 M) NORTHWEST FROM THE NORTHWEST
 AB3103'CORNER OF THE FOUNDATION OF MATTESON TOWNSHIP HALL, 26.0 FT (7.9 M)
 AB3103'WEST FROM THE CENTER OF A GRAVEL DRIVE (THE WESTERLY ENTRANCE TO
 AB3103'MATTESON TOWNSHIP HALL) , AND 9.1 FT (2.8 M) NORTHEAST FROM A METAL
 AB3103'WITNESS POST AND SIGN.
 AB3103
 AB3103                          STATION RECOVERY (2008)
 AB3103
 AB3103'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 AB3103'THE GRAVEL DRIVE HAS BEEN PAVED.  THE MARK IS 0.5' WEST OF THE WEST
 AB3103'EDGE OF THE DRIVEWAY.
 AB3103
 AB3103                          STATION RECOVERY (2025)
 AB3103
 AB3103'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB3103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3101 ***********************************************************************
 AB3101  DESIGNATION -  12200
 AB3101  PID         -  AB3101
 AB3101  STATE/COUNTY-  MI/BRANCH
 AB3101  COUNTRY     -  US
 AB3101  USGS QUAD   -  COLON (2017)
 AB3101
 AB3101                         *CURRENT SURVEY CONTROL
 AB3101  ______________________________________________________________________
 AB3101* NAD 83(2011) POSITION- 41 56 54.33386(N) 085 17 33.07449(W)   ADJUSTED
 AB3101* NAD 83(2011) ELLIP HT-   234.327 (meters)        (06/27/12)   ADJUSTED
 AB3101* NAD 83(2011) EPOCH   -  2010.00
 AB3101* NAVD 88 ORTHO HEIGHT -   267.5   (meters)      878.    (feet) GPS OBS
 AB3101  ______________________________________________________________________
 AB3101  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3101  GEOID HEIGHT    -        -33.114 (meters)                     GEOID93
 AB3101  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 AB3101  NAD 83(2011) X  -    389,908.317 (meters)                     COMP
 AB3101  NAD 83(2011) Y  - -4,734,977.772 (meters)                     COMP
 AB3101  NAD 83(2011) Z  -  4,241,501.675 (meters)                     COMP
 AB3101  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 AB3101
 AB3101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3101  Standards:
 AB3101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3101  -------------------------------------------------------------------
 AB3101  NETWORK    0.89   1.71           0.40   0.32   0.87     -0.07819336
 AB3101  -------------------------------------------------------------------
 AB3101  Click here for local accuracies and other accuracy information.
 AB3101
 AB3101.The horizontal coordinates were established by GPS observations
 AB3101.and adjusted by the National Geodetic Survey in June 2012.
 AB3101
 AB3101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3101.been affixed to the stable North American tectonic plate. See 
 AB3101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3101
 AB3101.The horizontal coordinates are valid at the epoch date displayed above
 AB3101.which is a decimal equivalence of Year/Month/Day.
 AB3101
 AB3101.The orthometric height was determined by GPS observations and a
 AB3101.high-resolution geoid model.
 AB3101
 AB3101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3101.GEOID18 height accuracy estimate available here.
 AB3101
 AB3101.Click photographs - Photos may exist for this station.
 AB3101
 AB3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3101
 AB3101.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3101
 AB3101.The ellipsoidal height was determined by GPS observations
 AB3101.and is referenced to NAD 83.
 AB3101
 AB3101. The following values were computed from the NAD 83(2011) position.
 AB3101
 AB3101;                    North         East     Units Scale Factor Converg.
 AB3101;SPC MI S     -    50,233.487 3,923,228.908   MT  1.00003933   -0 37 48.3
 AB3101;SPC MI S     -   164,808.03 12,871,485.92   iFT  1.00003933   -0 37 48.3
 AB3101;UTM  16      - 4,645,459.939   641,525.770   MT  0.99984647   +1 08 29.7
 AB3101
 AB3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3101!SPC MI S     -   0.99996325  x   1.00003933  =   1.00000258
 AB3101!UTM  16      -   0.99996325  x   0.99984647  =   0.99980972
 AB3101
 AB3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4152545459(NAD 83)
 AB3101
 AB3101                          SUPERSEDED SURVEY CONTROL
 AB3101
 AB3101  NAD 83(2007)-  41 56 54.33397(N)    085 17 33.07544(W) AD(2002.00) 0
 AB3101  ELLIP H (02/10/07)  234.345  (m)                       GP(2002.00)    
 AB3101  ELLIP H (07/12/02)  234.366  (m)                       GP(       ) 4 1
 AB3101  NAD 83(1994)-  41 56 54.33365(N)    085 17 33.07540(W) AD(       ) 1
 AB3101  ELLIP H (05/08/96)  234.391  (m)                       GP(       ) 1 1
 AB3101
 AB3101.Superseded values are not recommended for survey control.
 AB3101
 AB3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3101.See file dsdata.pdf to determine how the superseded data were derived.
 AB3101
 AB3101_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3101_STAMPING: 12200 1994
 AB3101_MARK LOGO: MIDT
 AB3101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3101+STABILITY: SURFACE MOTION
 AB3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3101+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 AB3101
 AB3101  HISTORY     - Date     Condition        Report By
 AB3101  HISTORY     - 1994     MONUMENTED       MIDT
 AB3101  HISTORY     - 20081016 GOOD             AHI
 AB3101
 AB3101                          STATION DESCRIPTION
 AB3101
 AB3101'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3101'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLON QUADRANGLE MAP
 AB3101'IN THE SOUTHWEST 1/4 OF SECTION 18, T-6-S, R-8-W, MATTESON TOWNSHIP.
 AB3101'ABOUT 1.8 MI (2.9 KM) EAST OF COLON, 3.5 MI (5.6 KM) SOUTHWEST OF
 AB3101'SHERWOOD, 6.0 MI (9.7 KM) NORTHWEST OF BRONSON ON THE NORTH SIDE OF
 AB3101'STATE HIGHWAY M-86 JUST EAST OF KANE ROAD.  TO REACH FROM THE
 AB3101'INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE (WHERE STATE
 AB3101'HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) IN THE CITY OF COLON
 AB3101'GO EAST ALONG STATE HIGHWAY M-86 FOR 1.8 MI (2.9 KM) TO THE STATION ON
 AB3101'THE LEFT AS DESCRIBED.  STATION IS APPROXIMATELY 30.0 FT (9.1 M) NORTH
 AB3101'OF STATE HIGHWAY M-86 JUST EAST OF KANE ROAD.  STATION IS 61.0 FT
 AB3101'(18.6 M) SOUTHEAST FROM A (GTE) TELEPHONE POLE, 35.0 FT (10.7 M)
 AB3101'NORTHWEST FROM A STEEL SIGN POST, 5.0 FT (1.5 M) SOUTH OF AN EAST-WEST
 AB3101'FENCE, 30 FT (9.1 M) NORTH FROM THE CENTER OF STATE HIGHWAY M-86 AND
 AB3101'5.0 FT (1.5 M) SOUTH OF A CARSONITE WITNESS POST.
 AB3101
 AB3101                          STATION RECOVERY (2008)
 AB3101
 AB3101'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 AB3101'TELEPHONE POLE (GTE) AND EAST-WEST FENCE HAVE BEEN REMOVED
 AB3101'CARSONITE WITNESS POST IS MISSING
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3102 ***********************************************************************
 AB3102  DESIGNATION -  12201
 AB3102  PID         -  AB3102
 AB3102  STATE/COUNTY-  MI/BRANCH
 AB3102  COUNTRY     -  US
 AB3102  USGS QUAD   -  COLON (2017)
 AB3102
 AB3102                         *CURRENT SURVEY CONTROL
 AB3102  ______________________________________________________________________
 AB3102* NAD 83(2011) POSITION- 41 56 29.05144(N) 085 16 33.40620(W)   ADJUSTED
 AB3102* NAD 83(2011) ELLIP HT-   235.411 (meters)        (06/27/12)   ADJUSTED
 AB3102* NAD 83(2011) EPOCH   -  2010.00
 AB3102* NAVD 88 ORTHO HEIGHT -   268.6   (meters)      881.    (feet) GPS OBS
 AB3102  ______________________________________________________________________
 AB3102  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3102  GEOID HEIGHT    -        -33.124 (meters)                     GEOID93
 AB3102  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 AB3102  NAD 83(2011) X  -    391,321.044 (meters)                     COMP
 AB3102  NAD 83(2011) Y  - -4,735,385.229 (meters)                     COMP
 AB3102  NAD 83(2011) Z  -  4,240,922.187 (meters)                     COMP
 AB3102  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 AB3102
 AB3102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3102  Standards:
 AB3102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3102  -------------------------------------------------------------------
 AB3102  NETWORK    1.02   1.92           0.46   0.36   0.98     -0.08294661
 AB3102  -------------------------------------------------------------------
 AB3102  Click here for local accuracies and other accuracy information.
 AB3102
 AB3102.The horizontal coordinates were established by GPS observations
 AB3102.and adjusted by the National Geodetic Survey in June 2012.
 AB3102
 AB3102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3102.been affixed to the stable North American tectonic plate. See 
 AB3102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3102
 AB3102.The horizontal coordinates are valid at the epoch date displayed above
 AB3102.which is a decimal equivalence of Year/Month/Day.
 AB3102
 AB3102.The orthometric height was determined by GPS observations and a
 AB3102.high-resolution geoid model.
 AB3102
 AB3102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3102.GEOID18 height accuracy estimate available here.
 AB3102
 AB3102.Click photographs - Photos may exist for this station.
 AB3102
 AB3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3102
 AB3102.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3102
 AB3102.The ellipsoidal height was determined by GPS observations
 AB3102.and is referenced to NAD 83.
 AB3102
 AB3102. The following values were computed from the NAD 83(2011) position.
 AB3102
 AB3102;                    North         East     Units Scale Factor Converg.
 AB3102;SPC MI S     -    49,438.475 3,924,594.776   MT  1.00004132   -0 37 07.6
 AB3102;SPC MI S     -   162,199.72 12,875,967.11   iFT  1.00004132   -0 37 07.6
 AB3102;UTM  16      - 4,644,707.673   642,915.296   MT  0.99985133   +1 09 09.0
 AB3102
 AB3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3102!SPC MI S     -   0.99996308  x   1.00004132  =   1.00000440
 AB3102!UTM  16      -   0.99996308  x   0.99985133  =   0.99981441
 AB3102
 AB3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4291544707(NAD 83)
 AB3102
 AB3102                          SUPERSEDED SURVEY CONTROL
 AB3102
 AB3102  NAD 83(2007)-  41 56 29.05154(N)    085 16 33.40715(W) AD(2002.00) 0
 AB3102  ELLIP H (02/10/07)  235.428  (m)                       GP(2002.00)    
 AB3102  ELLIP H (07/12/02)  235.449  (m)                       GP(       ) 4 1
 AB3102  NAD 83(1994)-  41 56 29.05125(N)    085 16 33.40711(W) AD(       ) 1
 AB3102  ELLIP H (05/08/96)  235.475  (m)                       GP(       ) 1 1
 AB3102
 AB3102.Superseded values are not recommended for survey control.
 AB3102
 AB3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3102.See file dsdata.pdf to determine how the superseded data were derived.
 AB3102
 AB3102_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3102_STAMPING: 12201 1994
 AB3102_MARK LOGO: MIDT
 AB3102_PROJECTION: FLUSH
 AB3102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3102+STABILITY: SURFACE MOTION
 AB3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3102+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 AB3102
 AB3102  HISTORY     - Date     Condition        Report By
 AB3102  HISTORY     - 1994     MONUMENTED       MIDT
 AB3102  HISTORY     - 20071024 GOOD             JCLS
 AB3102  HISTORY     - 20081016 GOOD             AHI
 AB3102  HISTORY     - 20221212 GOOD             MIDT
 AB3102
 AB3102                          STATION DESCRIPTION
 AB3102
 AB3102'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3102'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLON QUADRANGLE MAP
 AB3102'IN THE NORTHEAST 1/4 OF SECTION 19, T-6-S, R-8-W, MATTESON TOWNSHIP.
 AB3102'ABOUT 2.8 MI (4.5 KM) EAST OF COLON, 15.0 MI (24.1 KM) WEST OF
 AB3102'COLDWATER, 6.0 MI (9.7 KM) NORTHWEST OF BRONSON ON THE SOUTH SIDE OF
 AB3102'STATE HIGHWAY M-86 WHERE THE HIGHWAY TURNS NORTHWEST.  TO REACH FROM
 AB3102'THE INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE (WHERE STATE
 AB3102'HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) GO SOUTHEAST ALONG
 AB3102'STATE HIGHWAY M-86 FOR 2.8 MI (4.5 KM) TO THE STATION ON THE RIGHT AS
 AB3102'DESCRIBED.  STATION IS 20.0 FT (6.1 M) SOUTHWEST FROM A STEEL SIGN
 AB3102'POST, 85.0 FT (25.9 M) SOUTHEAST FROM A STEEL SIGN POST, 35.5 FT (10.8
 AB3102'M) SOUTH OF THE CENTER OF STATE HIGHWAY M-86, 81.9 FT (25.0 M) WEST
 AB3102'FROM A STEEL SIGN POST (ARROW SIGN) AND 3.0 FT (0.9 M) NORTH FROM A
 AB3102'CARSONITE WITNESS POST.
 AB3102
 AB3102                          STATION RECOVERY (2007)
 AB3102
 AB3102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 AB3102'RECOVERED IN GOOD CONDITION.
 AB3102
 AB3102                          STATION RECOVERY (2008)
 AB3102
 AB3102'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 AB3102'CARSONITE WITNESS POST IS MISSING
 AB3102
 AB3102                          STATION RECOVERY (2022)
 AB3102
 AB3102'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 AB3102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0811 ***********************************************************************
 RL0811  DESIGNATION -  1222.5 USGS
 RL0811  PID         -  RL0811
 RL0811  STATE/COUNTY-  MI/ONTONAGON
 RL0811  COUNTRY     -  US
 RL0811  USGS QUAD   -  ROCKLAND (2017)
 RL0811
 RL0811                         *CURRENT SURVEY CONTROL
 RL0811  ______________________________________________________________________
 RL0811* NAD 83(1986) POSITION- 46 43 43.     (N) 089 10 28.     (W)   SCALED
 RL0811* NAVD 88 ORTHO HEIGHT -   372.671 (meters)     1222.67  (feet) ADJUSTED
 RL0811  ______________________________________________________________________
 RL0811  GEOID HEIGHT    -        -31.875 (meters)                     GEOID18
 RL0811  DYNAMIC HEIGHT  -        372.708 (meters)     1222.79  (feet) COMP
 RL0811  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 RL0811
 RL0811  VERT ORDER      -  SECOND    CLASS 0
 RL0811
 RL0811.The horizontal coordinates were scaled from a map and have
 RL0811.an estimated accuracy of +/- 6 seconds.
 RL0811
 RL0811.The orthometric height was determined by differential leveling and
 RL0811.adjusted by the NATIONAL GEODETIC SURVEY
 RL0811.in June 1991.
 RL0811
 RL0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0811.GEOID18 height accuracy estimate available here.
 RL0811
 RL0811.Click photographs - Photos may exist for this station.
 RL0811
 RL0811.The dynamic height is computed by dividing the NAVD 88
 RL0811.geopotential number by the normal gravity value computed on the
 RL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0811.degrees latitude (g = 980.6199 gals.).
 RL0811
 RL0811.The modeled gravity was interpolated from observed gravity values.
 RL0811
 RL0811;                    North         East    Units  Estimated Accuracy
 RL0811;SPC MI N     -   218,490.    7,833,820.      MT  (+/- 180 meters Scaled)
 RL0811
 RL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS338773(NAD 83)
 RL0811
 RL0811                          SUPERSEDED SURVEY CONTROL
 RL0811
 RL0811  NGVD 29 (??/??/92)  372.685  (m)         1222.72   (f) ADJ UNCH    2 0
 RL0811
 RL0811.Superseded values are not recommended for survey control.
 RL0811
 RL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0811.See file dsdata.pdf to determine how the superseded data were derived.
 RL0811
 RL0811_MARKER: N = NAIL
 RL0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0811_SP_SET: PINE TREE
 RL0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0811
 RL0811  HISTORY     - Date     Condition        Report By
 RL0811  HISTORY     - UNK      MONUMENTED       USGS
 RL0811  HISTORY     - 1948     GOOD             CGS
 RL0811  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0811  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0811  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0811
 RL0811                          STATION DESCRIPTION
 RL0811
 RL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0811'0.6 MI SE FROM ROCKLAND.
 RL0811'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0811'AT ROCKLAND, AT THE SOUTH END OF A CLEARING ON THE SOUTH SIDE
 RL0811'OF HIGHWAY, 165 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0811'12 FEET WEST OF THE PROLONGED CENTER LINE OF A ROAD NORTH ALONG
 RL0811'THE WEST SIDE OF A SMALL LAKE, AND SET ON THE KNOT ON THE EAST
 RL0811'SIDE OF A 12-INCH PINE TREE AT THE SOUTH END OF CLEARING AND
 RL0811'ABOUT 2 FEET ABOVE THE GROUND.
 RL0811
 RL0811                          STATION RECOVERY (1987)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0811'MARK NOT FOUND.
 RL0811
 RL0811                          STATION RECOVERY (1996)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0811'MARK NOT FOUND.
 RL0811
 RL0811                          STATION RECOVERY (2001)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0826 ***********************************************************************
 RL0826  DESIGNATION -  1227.1
 RL0826  PID         -  RL0826
 RL0826  STATE/COUNTY-  MI/ONTONAGON
 RL0826  COUNTRY     -  US
 RL0826  USGS QUAD   -  MATCHWOOD (2017)
 RL0826
 RL0826                         *CURRENT SURVEY CONTROL
 RL0826  ______________________________________________________________________
 RL0826* NAD 83(1986) POSITION- 46 35 05.     (N) 089 23 44.     (W)   SCALED
 RL0826* NAVD 88 ORTHO HEIGHT -   374.099 (meters)     1227.36  (feet) ADJUSTED
 RL0826  ______________________________________________________________________
 RL0826  GEOID HEIGHT    -        -31.528 (meters)                     GEOID18
 RL0826  DYNAMIC HEIGHT  -        374.115 (meters)     1227.41  (feet) COMP
 RL0826  MODELED GRAVITY -    980,644.2   (mgal)                       NAVD 88
 RL0826
 RL0826  VERT ORDER      -  SECOND    CLASS 0
 RL0826
 RL0826.The horizontal coordinates were scaled from a map and have
 RL0826.an estimated accuracy of +/- 6 seconds.
 RL0826
 RL0826.The orthometric height was determined by differential leveling and
 RL0826.adjusted by the NATIONAL GEODETIC SURVEY
 RL0826.in June 1991.
 RL0826
 RL0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0826.GEOID18 height accuracy estimate available here.
 RL0826
 RL0826.Click photographs - Photos may exist for this station.
 RL0826
 RL0826.The dynamic height is computed by dividing the NAVD 88
 RL0826.geopotential number by the normal gravity value computed on the
 RL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0826.degrees latitude (g = 980.6199 gals.).
 RL0826
 RL0826.The modeled gravity was interpolated from observed gravity values.
 RL0826
 RL0826;                    North         East    Units  Estimated Accuracy
 RL0826;SPC MI N     -   202,990.    7,816,440.      MT  (+/- 180 meters Scaled)
 RL0826
 RL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS164618(NAD 83)
 RL0826
 RL0826                          SUPERSEDED SURVEY CONTROL
 RL0826
 RL0826  NGVD 29 (??/??/92)  374.085  (m)         1227.31   (f) ADJ UNCH    2 0
 RL0826
 RL0826.Superseded values are not recommended for survey control.
 RL0826
 RL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0826.See file dsdata.pdf to determine how the superseded data were derived.
 RL0826
 RL0826_MARKER: Z = SEE DESCRIPTION
 RL0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0826_SP_SET: CULVERT
 RL0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0826
 RL0826  HISTORY     - Date     Condition        Report By
 RL0826  HISTORY     - UNK      MONUMENTED       USGS
 RL0826  HISTORY     - 1948     GOOD             CGS
 RL0826  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0826  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0826  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0826
 RL0826                          STATION DESCRIPTION
 RL0826
 RL0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0826'2 MI N FROM MATCHWOOD.
 RL0826'ABOUT 2.0 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0826'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A SIDE
 RL0826'ROADEAST, A PAINTED SQUARE ON THE TOP OF THE NORTH END OF A
 RL0826'12-INCH METAL PIPE CULVERT UNDER SIDE ROAD, 11 FEET NORTH OF
 RL0826'THE CENTER LINE OF THE SIDE ROAD, 17 FEET EAST OF THE CENTER
 RL0826'LINE OF THE ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 RL0826'LEVEL WITH THE ROAD.
 RL0826
 RL0826                          STATION RECOVERY (1996)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0826'MARK NOT FOUND.
 RL0826
 RL0826                          STATION RECOVERY (2001)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0826'PIPE CULVERT GONE.
 RL0826
 RL0826                          STATION RECOVERY (2004)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0826'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0018 ***********************************************************************
 SG0018  DESIGNATION -  1228.85
 SG0018  PID         -  SG0018
 SG0018  STATE/COUNTY-  MI/HOUGHTON
 SG0018  COUNTRY     -  US
 SG0018  USGS QUAD   -  LAURIUM (2017)
 SG0018
 SG0018                         *CURRENT SURVEY CONTROL
 SG0018  ______________________________________________________________________
 SG0018* NAD 83(1986) POSITION- 47 14 54.     (N) 088 26 50.     (W)   SCALED
 SG0018* NAVD 88 ORTHO HEIGHT -   373.230 (meters)     1224.51  (feet) ADJUSTED
 SG0018  ______________________________________________________________________
 SG0018  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 SG0018  DYNAMIC HEIGHT  -        373.280 (meters)     1224.67  (feet) COMP
 SG0018  MODELED GRAVITY -    980,736.6   (mgal)                       NAVD 88
 SG0018
 SG0018  VERT ORDER      -  FIRST     CLASS II
 SG0018
 SG0018.The horizontal coordinates were scaled from a map and have
 SG0018.an estimated accuracy of +/- 6 seconds.
 SG0018
 SG0018.The orthometric height was determined by differential leveling and
 SG0018.adjusted by the NATIONAL GEODETIC SURVEY
 SG0018.in June 1991.
 SG0018
 SG0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0018.GEOID18 height accuracy estimate available here.
 SG0018
 SG0018.Click photographs - Photos may exist for this station.
 SG0018
 SG0018.The dynamic height is computed by dividing the NAVD 88
 SG0018.geopotential number by the normal gravity value computed on the
 SG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0018.degrees latitude (g = 980.6199 gals.).
 SG0018
 SG0018.The modeled gravity was interpolated from observed gravity values.
 SG0018
 SG0018;                    North         East    Units  Estimated Accuracy
 SG0018;SPC MI N     -   274,990.    7,890,440.      MT  (+/- 180 meters Scaled)
 SG0018
 SG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT904337(NAD 83)
 SG0018
 SG0018                          SUPERSEDED SURVEY CONTROL
 SG0018
 SG0018  NGVD 29 (??/??/92)  373.225  (m)         1224.49   (f) ADJ UNCH    1 2
 SG0018
 SG0018.Superseded values are not recommended for survey control.
 SG0018
 SG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0018.See file dsdata.pdf to determine how the superseded data were derived.
 SG0018
 SG0018_MARKER: T = CHISELED TRIANGLE
 SG0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0018_SP_SET: FIRE PLUG
 SG0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0018
 SG0018  HISTORY     - Date     Condition        Report By
 SG0018  HISTORY     - 1908     MONUMENTED       USGS
 SG0018  HISTORY     - 1934     GOOD             CGS
 SG0018  HISTORY     - 20031005 MARK NOT FOUND   GEOCAC
 SG0018
 SG0018                          STATION DESCRIPTION
 SG0018
 SG0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0018'AT CALUMET.
 SG0018'AT CALUMET, HOUGHTON COUNTY, AT THE SOUTHEAST CORNER OF THE
 SG0018'JUNCTION OF CALUMET AND MINE STREETS, ON A 3/4-INCH NUT IN THE
 SG0018'WEST FACE OF A FIRE PLUT, AND 1 FOOT FROM THE GROUND.  A CHISELED
 SG0018'TRIANGLE.
 SG0018
 SG0018                          STATION RECOVERY (2003)
 SG0018
 SG0018'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0018'THE INTERSECTION MENTIONED IN THE DESCRIPTION DOES NOT EXIST. CALUMET
 SG0018'ST DOES NOT EXIST BUT CALUMET AVE (IS US-41) DOES, IT PARALLELS MINE
 SG0018'STREET AND THEY NEVER INTERSECT.
 SG0018'THE SCALED POSITION (LAT AND LON) PLACES MARK AT THE INTERSECTION OF
 SG0018'ELM ST AND WATERWORKS ST, SOME DISTANCE (500 FT+) FROM MINE ST. A
 SG0018'HYDRANT WAS FOUND IN THE SE CORNER BUT IS HEAVILY PAINTED, NO CHISELED
 SG0018'TRIANGLE WAS OBSERVED.
 SG0018'LOCATION UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0021 ***********************************************************************
 SG0021  DESIGNATION -  1236.58
 SG0021  PID         -  SG0021
 SG0021  STATE/COUNTY-  MI/HOUGHTON
 SG0021  COUNTRY     -  US
 SG0021  USGS QUAD   -  LAURIUM (2017)
 SG0021
 SG0021                         *CURRENT SURVEY CONTROL
 SG0021  ______________________________________________________________________
 SG0021* NAD 83(1986) POSITION- 47 14 44.     (N) 088 27 29.     (W)   SCALED
 SG0021* NAVD 88 ORTHO HEIGHT -   376.377 (meters)     1234.83  (feet) ADJUSTED
 SG0021  ______________________________________________________________________
 SG0021  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 SG0021  DYNAMIC HEIGHT  -        376.429 (meters)     1235.00  (feet) COMP
 SG0021  MODELED GRAVITY -    980,737.8   (mgal)                       NAVD 88
 SG0021
 SG0021  VERT ORDER      -  FIRST     CLASS II
 SG0021
 SG0021.The horizontal coordinates were scaled from a map and have
 SG0021.an estimated accuracy of +/- 6 seconds.
 SG0021
 SG0021.The orthometric height was determined by differential leveling and
 SG0021.adjusted by the NATIONAL GEODETIC SURVEY
 SG0021.in June 1991.
 SG0021
 SG0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0021.GEOID18 height accuracy estimate available here.
 SG0021
 SG0021.Click photographs - Photos may exist for this station.
 SG0021
 SG0021.The dynamic height is computed by dividing the NAVD 88
 SG0021.geopotential number by the normal gravity value computed on the
 SG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0021.degrees latitude (g = 980.6199 gals.).
 SG0021
 SG0021.The modeled gravity was interpolated from observed gravity values.
 SG0021
 SG0021;                    North         East    Units  Estimated Accuracy
 SG0021;SPC MI N     -   274,690.    7,889,620.      MT  (+/- 180 meters Scaled)
 SG0021
 SG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT896334(NAD 83)
 SG0021
 SG0021                          SUPERSEDED SURVEY CONTROL
 SG0021
 SG0021  NGVD 29 (??/??/92)  376.373  (m)         1234.82   (f) ADJ UNCH    1 2
 SG0021
 SG0021.Superseded values are not recommended for survey control.
 SG0021
 SG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0021.See file dsdata.pdf to determine how the superseded data were derived.
 SG0021
 SG0021_MARKER: Q = CHISELED SQUARE
 SG0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0021_SP_SET: SILL
 SG0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0021
 SG0021  HISTORY     - Date     Condition        Report By
 SG0021  HISTORY     - 1908     MONUMENTED       USGS
 SG0021  HISTORY     - 1934     GOOD             CGS
 SG0021  HISTORY     - 20030926 MARK NOT FOUND   GEOCAC
 SG0021
 SG0021                          STATION DESCRIPTION
 SG0021
 SG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0021'AT CALUMET.
 SG0021'AT CALUMET, HOUGHTON COUNTY, AT THE SOUTHEAST CORNER OF A ROAD
 SG0021'AND RAILROAD CROSSING, DIAGONALLY OPPOSITE A LARGE CHURCH IN THE
 SG0021'EAST FRONT OF AN OLD BROWN STONE ENGINE HOUSE OF THE CALUMET
 SG0021'AND HECLA MINING CO., AND AT THE SOUTH EDGE OF THE SILL OF THE
 SG0021'LOWEST NORTH WINDOW.  A CHISELED SQUARE.
 SG0021
 SG0021                          STATION RECOVERY (2003)
 SG0021
 SG0021'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0021'FOUND THE CHURCH WITH DGPS (WAAS) USING THE SCALED POSITION.  THE
 SG0021'HISTORIC SANDSTONE CHURCH IS LOCATED ON PORTLAND ST. (WHICH INTESECTS
 SG0021'WITH BR-41), IS NOT ACTIVE ANYMORE. ITS TWIN STEEPLES ARE PROMINENT IN
 SG0021'THE CALUMET SKYLINE.
 SG0021'THE CALUMET AND HECLA ENGINE HOUSE ALONG WITH THE RAILROAD HAVE BEEN
 SG0021'RAZED MANY YEARS AGO.  NO TRACE OF THE BUILDING EXISTS TODAY, ALSO NO
 SG0021'OTHER CHURCH FITS THE 1934 DESCRIPTION BEING NEAR THE RR.  THE MARK IS
 SG0021'DESTROYED.
 SG0021'NOTE--THE OLD RR GRADE IS NOW A ATV TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0770 ***********************************************************************
 RL0770  DESIGNATION -  1239.0
 RL0770  PID         -  RL0770
 RL0770  STATE/COUNTY-  MI/ONTONAGON
 RL0770  COUNTRY     -  US
 RL0770  USGS QUAD   -  PAYNESVILLE (2017)
 RL0770
 RL0770                         *CURRENT SURVEY CONTROL
 RL0770  ______________________________________________________________________
 RL0770* NAD 83(1986) POSITION- 46 33 01.     (N) 089 00 43.     (W)   SCALED
 RL0770* NAVD 88 ORTHO HEIGHT -   377.696 (meters)     1239.16  (feet) ADJUSTED
 RL0770  ______________________________________________________________________
 RL0770  GEOID HEIGHT    -        -32.315 (meters)                     GEOID18
 RL0770  DYNAMIC HEIGHT  -        377.708 (meters)     1239.20  (feet) COMP
 RL0770  MODELED GRAVITY -    980,634.9   (mgal)                       NAVD 88
 RL0770
 RL0770  VERT ORDER      -  SECOND    CLASS 0
 RL0770
 RL0770.The horizontal coordinates were scaled from a map and have
 RL0770.an estimated accuracy of +/- 6 seconds.
 RL0770
 RL0770.The orthometric height was determined by differential leveling and
 RL0770.adjusted by the NATIONAL GEODETIC SURVEY
 RL0770.in June 1991.
 RL0770
 RL0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0770.GEOID18 height accuracy estimate available here.
 RL0770
 RL0770.Click photographs - Photos may exist for this station.
 RL0770
 RL0770.The dynamic height is computed by dividing the NAVD 88
 RL0770.geopotential number by the normal gravity value computed on the
 RL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0770.degrees latitude (g = 980.6199 gals.).
 RL0770
 RL0770.The modeled gravity was interpolated from observed gravity values.
 RL0770
 RL0770;                    North         East    Units  Estimated Accuracy
 RL0770;SPC MI N     -   198,340.    7,845,730.      MT  (+/- 180 meters Scaled)
 RL0770
 RL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457571(NAD 83)
 RL0770
 RL0770                          SUPERSEDED SURVEY CONTROL
 RL0770
 RL0770  NGVD 29 (??/??/92)  377.711  (m)         1239.21   (f) ADJ UNCH    2 0
 RL0770
 RL0770.Superseded values are not recommended for survey control.
 RL0770
 RL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0770.See file dsdata.pdf to determine how the superseded data were derived.
 RL0770
 RL0770_MARKER: S = SPIKE
 RL0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0770_SP_SET: MAPLE TREE
 RL0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0770
 RL0770  HISTORY     - Date     Condition        Report By
 RL0770  HISTORY     - UNK      MONUMENTED       USGS
 RL0770  HISTORY     - 1948     GOOD             CGS
 RL0770  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0770  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0770
 RL0770                          STATION DESCRIPTION
 RL0770
 RL0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0770'4.7 MI N FROM TROUT CREEK.
 RL0770'ABOUT 4.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0770'OFFICE AT TROUT CREEK, AT THE JUNCTION OF A ROAD EAST TO EAST
 RL0770'BRANCH ON ONTONAGON RIVER, SET IN THE EAST ROOT OF A 14-INCH
 RL0770'MAPLE TREE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 54 FEET
 RL0770'NORTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 8 FEET
 RL0770'NORTH OF USC AND GS B.M. G 138 AND ABOUT LEVEL WITH THE ROAD.
 RL0770
 RL0770                          STATION RECOVERY (2001)
 RL0770
 RL0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0770'MARK NOT FOUND.
 RL0770
 RL0770                          STATION RECOVERY (2004)
 RL0770
 RL0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0770'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0020 ***********************************************************************
 SG0020  DESIGNATION -  1241
 SG0020  PID         -  SG0020
 SG0020  STATE/COUNTY-  MI/HOUGHTON
 SG0020  COUNTRY     -  US
 SG0020  USGS QUAD   -  LAURIUM (2017)
 SG0020
 SG0020                         *CURRENT SURVEY CONTROL
 SG0020  ______________________________________________________________________
 SG0020* NAD 83(1986) POSITION- 47 14 34.45   (N) 088 26 54.68   (W)   HD_HELD1
 SG0020* NAVD 88 ORTHO HEIGHT -   377.857 (meters)     1239.69  (feet) ADJUSTED
 SG0020  ______________________________________________________________________
 SG0020  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 SG0020  DYNAMIC HEIGHT  -        377.908 (meters)     1239.85  (feet) COMP
 SG0020  MODELED GRAVITY -    980,734.7   (mgal)                       NAVD 88
 SG0020
 SG0020  VERT ORDER      -  FIRST     CLASS II
 SG0020
 SG0020.The horizontal coordinates were determined by differentially corrected
 SG0020.hand held GPS observations or other comparable positioning techniques
 SG0020.and have an estimated accuracy of +/- 3 meters.
 SG0020
 SG0020.The orthometric height was determined by differential leveling and
 SG0020.adjusted by the NATIONAL GEODETIC SURVEY
 SG0020.in June 1991.
 SG0020
 SG0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0020.GEOID18 height accuracy estimate available here.
 SG0020
 SG0020.Click photographs - Photos may exist for this station.
 SG0020
 SG0020.The dynamic height is computed by dividing the NAVD 88
 SG0020.geopotential number by the normal gravity value computed on the
 SG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0020.degrees latitude (g = 980.6199 gals.).
 SG0020
 SG0020.The modeled gravity was interpolated from observed gravity values.
 SG0020
 SG0020;                    North         East    Units  Estimated Accuracy
 SG0020;SPC MI N     -   274,384.3   7,890,332.9     MT  (+/- 3 meters HH1 GPS) 
 SG0020
 SG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9037633175(NAD 83)
 SG0020
 SG0020                          SUPERSEDED SURVEY CONTROL
 SG0020
 SG0020  NGVD 29 (??/??/92)  377.852  (m)         1239.67   (f) ADJ UNCH    1 2
 SG0020
 SG0020.Superseded values are not recommended for survey control.
 SG0020
 SG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0020.See file dsdata.pdf to determine how the superseded data were derived.
 SG0020
 SG0020_MARKER: P = PIPE CAP
 SG0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0020_STAMPING: 1241
 SG0020_MARK LOGO: USGS
 SG0020_MAGNETIC: P = MARKER IS A STEEL PIPE
 SG0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0020
 SG0020  HISTORY     - Date     Condition        Report By
 SG0020  HISTORY     - 1908     MONUMENTED       USGS
 SG0020  HISTORY     - 1934     GOOD             CGS
 SG0020  HISTORY     - 1962     POOR             USGS
 SG0020  HISTORY     - 20040824 MARK NOT FOUND   GEOCAC
 SG0020
 SG0020                          STATION DESCRIPTION
 SG0020
 SG0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0020'AT CALUMET.
 SG0020'AT CALUMET, HOUGHTON COUNTY, IN THE YARD OF THE CALUMET AND
 SG0020'HECLA COPPER MINING CO., AT THE SOUTHWEST CORNER OF THE EMPLOYMENT
 SG0020'AND CLAIM OFFICE BUILDING, AND 60 FEET NORTH OF THE NORTHWEST
 SG0020'CORNER OF THE PRESIDENTS LODGE.  A UNITED STATES GEOLOGICAL
 SG0020'SURVEY STANDARD CAP, STAMPED 1241 AND RIVETED ON THE TOP OF A
 SG0020'3-1/2 INCH IRON PIPE.
 SG0020
 SG0020                          STATION RECOVERY (1962)
 SG0020
 SG0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SG0020'MARK RECOVERED IN POOR CONDITION.
 SG0020
 SG0020                          STATION RECOVERY (2004)
 SG0020
 SG0020'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0378 ***********************************************************************
 NF0378  DESIGNATION -  126 1/2
 NF0378  PID         -  NF0378
 NF0378  STATE/COUNTY-  MI/IONIA
 NF0378  COUNTRY     -  US
 NF0378  USGS QUAD   -  IONIA (2017)
 NF0378
 NF0378                         *CURRENT SURVEY CONTROL
 NF0378  ______________________________________________________________________
 NF0378* NAD 83(1986) POSITION- 42 57 54.     (N) 085 06 16.     (W)   SCALED
 NF0378* NAVD 88 ORTHO HEIGHT -   196.129 (meters)      643.47  (feet) ADJUSTED
 NF0378  ______________________________________________________________________
 NF0378  GEOID HEIGHT    -        -33.558 (meters)                     GEOID18
 NF0378  DYNAMIC HEIGHT  -        196.077 (meters)      643.30  (feet) COMP
 NF0378  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 NF0378
 NF0378  VERT ORDER      -  SECOND    CLASS 0
 NF0378
 NF0378.The horizontal coordinates were scaled from a map and have
 NF0378.an estimated accuracy of +/- 6 seconds.
 NF0378
 NF0378.The orthometric height was determined by differential leveling and
 NF0378.adjusted by the NATIONAL GEODETIC SURVEY
 NF0378.in June 1991.
 NF0378
 NF0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0378.GEOID18 height accuracy estimate available here.
 NF0378
 NF0378.Click photographs - Photos may exist for this station.
 NF0378
 NF0378.The dynamic height is computed by dividing the NAVD 88
 NF0378.geopotential number by the normal gravity value computed on the
 NF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0378.degrees latitude (g = 980.6199 gals.).
 NF0378
 NF0378.The modeled gravity was interpolated from observed gravity values.
 NF0378
 NF0378;                    North         East    Units  Estimated Accuracy
 NF0378;SPC MI S     -   162,990.    3,939,810.      MT  (+/- 180 meters Scaled)
 NF0378
 NF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN545586(NAD 83)
 NF0378
 NF0378                          SUPERSEDED SURVEY CONTROL
 NF0378
 NF0378  NGVD 29 (??/??/92)  196.263  (m)          643.91   (f) ADJ UNCH    2 0
 NF0378
 NF0378.Superseded values are not recommended for survey control.
 NF0378
 NF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0378.See file dsdata.pdf to determine how the superseded data were derived.
 NF0378
 NF0378_MARKER: Z = SEE DESCRIPTION
 NF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0378_STAMPING: BM 126 1/2
 NF0378_PROJECTION: FLUSH
 NF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0378+STABILITY: SURFACE MOTION
 NF0378
 NF0378  HISTORY     - Date     Condition        Report By
 NF0378  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0378  HISTORY     - 1934     GOOD             CGS
 NF0378  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0378  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0378
 NF0378                          STATION DESCRIPTION
 NF0378
 NF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0378'2.5 MI W FROM IONIA.
 NF0378'2.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0378'STATION AT IONIA, IONIA COUNTY, 0.1 MILE WEST OF BRIDGE 126.56,
 NF0378'AT THE INSIDE OF A CURVE, 7 FEET NORTH OF THE NORTH RAIL, AND
 NF0378'8 INCHES LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 NF0378'B.M. 126 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0378
 NF0378                          STATION RECOVERY (1975)
 NF0378
 NF0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0378'MARK NOT FOUND.
 NF0378
 NF0378                          STATION RECOVERY (1992)
 NF0378
 NF0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0378'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1359 ***********************************************************************
 RL1359  DESIGNATION -  1266.4
 RL1359  PID         -  RL1359
 RL1359  STATE/COUNTY-  MI/ONTONAGON
 RL1359  COUNTRY     -  US
 RL1359  USGS QUAD   -  BERGLAND NE (2017)
 RL1359
 RL1359                         *CURRENT SURVEY CONTROL
 RL1359  ______________________________________________________________________
 RL1359* NAD 83(1986) POSITION- 46 38 09.     (N) 089 33 08.     (W)   SCALED
 RL1359* NAVD 88 ORTHO HEIGHT -   386.070 (meters)     1266.63  (feet) ADJUSTED
 RL1359  ______________________________________________________________________
 RL1359  GEOID HEIGHT    -        -30.933 (meters)                     GEOID18
 RL1359  DYNAMIC HEIGHT  -        386.103 (meters)     1266.74  (feet) COMP
 RL1359  MODELED GRAVITY -    980,688.6   (mgal)                       NAVD 88
 RL1359
 RL1359  VERT ORDER      -  SECOND    CLASS 0
 RL1359
 RL1359.The horizontal coordinates were scaled from a map and have
 RL1359.an estimated accuracy of +/- 6 seconds.
 RL1359
 RL1359.The orthometric height was determined by differential leveling and
 RL1359.adjusted by the NATIONAL GEODETIC SURVEY
 RL1359.in June 1991.
 RL1359
 RL1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1359.GEOID18 height accuracy estimate available here.
 RL1359
 RL1359.Click photographs - Photos may exist for this station.
 RL1359
 RL1359.The dynamic height is computed by dividing the NAVD 88
 RL1359.geopotential number by the normal gravity value computed on the
 RL1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1359.degrees latitude (g = 980.6199 gals.).
 RL1359
 RL1359.The modeled gravity was interpolated from observed gravity values.
 RL1359
 RL1359;                    North         East    Units  Estimated Accuracy
 RL1359;SPC MI N     -   209,040.    7,804,620.      MT  (+/- 180 meters Scaled)
 RL1359
 RL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046678(NAD 83)
 RL1359
 RL1359                          SUPERSEDED SURVEY CONTROL
 RL1359
 RL1359  NGVD 29 (??/??/92)  386.083  (m)         1266.67   (f) ADJ UNCH    2 0
 RL1359
 RL1359.Superseded values are not recommended for survey control.
 RL1359
 RL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1359.See file dsdata.pdf to determine how the superseded data were derived.
 RL1359
 RL1359_MARKER: Z = SEE DESCRIPTION
 RL1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1359_SP_SET: CULVERT
 RL1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1359
 RL1359  HISTORY     - Date     Condition        Report By
 RL1359  HISTORY     - UNK      MONUMENTED       USGS
 RL1359  HISTORY     - 1948     GOOD             CGS
 RL1359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1359  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1359  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1359
 RL1359                          STATION DESCRIPTION
 RL1359
 RL1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1359'4 MI NE FROM BERGLAND.
 RL1359'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL1359'OF STATE HIGHWAY 28 AT BERGLAND, 18 FEET NORTHEAST OF THE CENTER
 RL1359'LINE OF THE HIGHWAY, 21 FEET SOUTH OF A TELEPHONE POLE, 37 FEET
 RL1359'WEST OF A TRIANGULAR BLAZED 15-INCH ASH TREE AND PAINTED ON THE
 RL1359'NORTHEAST END OF AN 18-INCH METAL PIPE CULVERT UNDER HIGHWAY.
 RL1359
 RL1359                          STATION RECOVERY (1987)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1359'MARK NOT FOUND.
 RL1359
 RL1359                          STATION RECOVERY (1995)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1359'MARK NOT FOUND.
 RL1359
 RL1359                          STATION RECOVERY (2004)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1359'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0866 ***********************************************************************
 RL0866  DESIGNATION -  1267.7
 RL0866  PID         -  RL0866
 RL0866  STATE/COUNTY-  MI/ONTONAGON
 RL0866  COUNTRY     -  US
 RL0866  USGS QUAD   -  ROCKLAND (2017)
 RL0866
 RL0866                         *CURRENT SURVEY CONTROL
 RL0866  ______________________________________________________________________
 RL0866* NAD 83(1986) POSITION- 46 41 41.     (N) 089 14 54.     (W)   SCALED
 RL0866* NAVD 88 ORTHO HEIGHT -   386.451 (meters)     1267.88  (feet) ADJUSTED
 RL0866  ______________________________________________________________________
 RL0866  GEOID HEIGHT    -        -31.732 (meters)                     GEOID18
 RL0866  DYNAMIC HEIGHT  -        386.484 (meters)     1267.99  (feet) COMP
 RL0866  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 RL0866
 RL0866  VERT ORDER      -  SECOND    CLASS 0
 RL0866
 RL0866.The horizontal coordinates were scaled from a map and have
 RL0866.an estimated accuracy of +/- 6 seconds.
 RL0866
 RL0866.The orthometric height was determined by differential leveling and
 RL0866.adjusted by the NATIONAL GEODETIC SURVEY
 RL0866.in June 1991.
 RL0866
 RL0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0866.GEOID18 height accuracy estimate available here.
 RL0866
 RL0866.Click photographs - Photos may exist for this station.
 RL0866
 RL0866.The dynamic height is computed by dividing the NAVD 88
 RL0866.geopotential number by the normal gravity value computed on the
 RL0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0866.degrees latitude (g = 980.6199 gals.).
 RL0866
 RL0866.The modeled gravity was interpolated from observed gravity values.
 RL0866
 RL0866;                    North         East    Units  Estimated Accuracy
 RL0866;SPC MI N     -   214,880.    7,828,070.      MT  (+/- 180 meters Scaled)
 RL0866
 RL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS281736(NAD 83)
 RL0866
 RL0866                          SUPERSEDED SURVEY CONTROL
 RL0866
 RL0866  NGVD 29 (??/??/92)  386.460  (m)         1267.91   (f) ADJ UNCH    2 0
 RL0866
 RL0866.Superseded values are not recommended for survey control.
 RL0866
 RL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0866.See file dsdata.pdf to determine how the superseded data were derived.
 RL0866
 RL0866_MARKER: S = SPIKE
 RL0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0866_SP_SET: BLACK OAK TREE
 RL0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0866
 RL0866  HISTORY     - Date     Condition        Report By
 RL0866  HISTORY     - UNK      MONUMENTED       USGS
 RL0866  HISTORY     - 1948     GOOD             CGS
 RL0866  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0866
 RL0866                          STATION DESCRIPTION
 RL0866
 RL0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0866'5.2 MI SW FROM ROCKLAND.
 RL0866'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0866'ROCKLAND, THENCE 5.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0866'1.0 MILE SOUTHWEST OF THE ROAD JUNCTION IN VICTORIA, ON THE
 RL0866'WEST SLOPE OF A STEEP GRADE, ABOUT 50 FEET WEST OF THE SUMMIT
 RL0866'OF THE GRADE, ABOUT 250 FEET EAST OF AN 18-INCH PIPE CULVERT,
 RL0866'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 RL0866'THE LEVEL OF THE ROAD.  A RAILROAD SPIKE SET IN A 10-INCH BLACK
 RL0866'OAK TREE.
 RL0866
 RL0866                          STATION RECOVERY (2001)
 RL0866
 RL0866'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0767 ***********************************************************************
 RL0767  DESIGNATION -  1277.4
 RL0767  PID         -  RL0767
 RL0767  STATE/COUNTY-  MI/ONTONAGON
 RL0767  COUNTRY     -  US
 RL0767  USGS QUAD   -  PAYNESVILLE (2017)
 RL0767
 RL0767                         *CURRENT SURVEY CONTROL
 RL0767  ______________________________________________________________________
 RL0767* NAD 83(1986) POSITION- 46 32 08.     (N) 089 00 43.     (W)   SCALED
 RL0767* NAVD 88 ORTHO HEIGHT -   389.397 (meters)     1277.55  (feet) ADJUSTED
 RL0767  ______________________________________________________________________
 RL0767  GEOID HEIGHT    -        -32.291 (meters)                     GEOID18
 RL0767  DYNAMIC HEIGHT  -        389.408 (meters)     1277.58  (feet) COMP
 RL0767  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 RL0767
 RL0767  VERT ORDER      -  SECOND    CLASS 0
 RL0767
 RL0767.The horizontal coordinates were scaled from a map and have
 RL0767.an estimated accuracy of +/- 6 seconds.
 RL0767
 RL0767.The orthometric height was determined by differential leveling and
 RL0767.adjusted by the NATIONAL GEODETIC SURVEY
 RL0767.in June 1991.
 RL0767
 RL0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0767.GEOID18 height accuracy estimate available here.
 RL0767
 RL0767.Click photographs - Photos may exist for this station.
 RL0767
 RL0767.The dynamic height is computed by dividing the NAVD 88
 RL0767.geopotential number by the normal gravity value computed on the
 RL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0767.degrees latitude (g = 980.6199 gals.).
 RL0767
 RL0767.The modeled gravity was interpolated from observed gravity values.
 RL0767
 RL0767;                    North         East    Units  Estimated Accuracy
 RL0767;SPC MI N     -   196,710.    7,845,690.      MT  (+/- 180 meters Scaled)
 RL0767
 RL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457555(NAD 83)
 RL0767
 RL0767                          SUPERSEDED SURVEY CONTROL
 RL0767
 RL0767  NGVD 29 (??/??/92)  389.412  (m)         1277.60   (f) ADJ UNCH    2 0
 RL0767
 RL0767.Superseded values are not recommended for survey control.
 RL0767
 RL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0767.See file dsdata.pdf to determine how the superseded data were derived.
 RL0767
 RL0767_MARKER: S = SPIKE
 RL0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0767_SP_SET: HICKORY TREE
 RL0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0767
 RL0767  HISTORY     - Date     Condition        Report By
 RL0767  HISTORY     - UNK      MONUMENTED       USGS
 RL0767  HISTORY     - 1948     GOOD             CGS
 RL0767  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0767  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0767
 RL0767                          STATION DESCRIPTION
 RL0767
 RL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0767'3.7 MI N FROM TROUT CREEK.
 RL0767'ABOUT 3.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0767'OFFICE AT TROUT CREEK, ABOUT 0.25 MILE NORTH OF A SIDE ROAD
 RL0767'EAST, A RAILROAD SPIKE IN THE EAST SIDE OF A HICKORY TREE, 28
 RL0767'FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST
 RL0767'OF FOREST SERVICE LOCATION POST AT THE SOUTHWEST CORNER OF
 RL0767'SECTION 25 T 48 N R 38 W, 10 FEET EAST-NORTHEAST OF A FENCE
 RL0767'CORNER, AND 1 FOOT BELOW ROAD.
 RL0767
 RL0767                          STATION RECOVERY (2001)
 RL0767
 RL0767'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0767'MARK NOT FOUND.
 RL0767
 RL0767                          STATION RECOVERY (2004)
 RL0767
 RL0767'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0093 ***********************************************************************
 SG0093  DESIGNATION -  1278
 SG0093  PID         -  SG0093
 SG0093  STATE/COUNTY-  MI/HOUGHTON
 SG0093  COUNTRY     -  US
 SG0093  USGS QUAD   -  GRAVERAET RIVER (2017)
 SG0093
 SG0093                         *CURRENT SURVEY CONTROL
 SG0093  ______________________________________________________________________
 SG0093* NAD 83(1986) POSITION- 47 00 39.     (N) 088 44 59.     (W)   SCALED
 SG0093* NAVD 88 ORTHO HEIGHT -   389.40  (+/-2cm)     1277.6   (feet) VERTCON3
 SG0093  ______________________________________________________________________
 SG0093  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 SG0093  VERT ORDER      -  ? (See Below)
 SG0093
 SG0093.The horizontal coordinates were scaled from a map and have
 SG0093.an estimated accuracy of +/- 6 seconds.
 SG0093
 SG0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0093
 SG0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0093.GEOID18 height accuracy estimate available here.
 SG0093
 SG0093.The vertical order pertains to the NGVD 29 superseded value.
 SG0093
 SG0093.Click photographs - Photos may exist for this station.
 SG0093
 SG0093;                    North         East    Units  Estimated Accuracy
 SG0093;SPC MI N     -   249,050.    7,866,960.      MT  (+/- 180 meters Scaled)
 SG0093
 SG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT670078(NAD 83)
 SG0093
 SG0093                          SUPERSEDED SURVEY CONTROL
 SG0093
 SG0093  NGVD 29 (??/??/92)  389.395  (m)         1277.54   (f) ADJ UNCH       
 SG0093
 SG0093.Superseded values are not recommended for survey control.
 SG0093
 SG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0093.See file dsdata.pdf to determine how the superseded data were derived.
 SG0093
 SG0093_MARKER: P = PIPE CAP
 SG0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0093_STAMPING: 1278
 SG0093_MARK LOGO: USGS
 SG0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0093
 SG0093  HISTORY     - Date     Condition        Report By
 SG0093  HISTORY     - 1911     MONUMENTED       USGS
 SG0093  HISTORY     - 1948     MARK NOT FOUND   CGS
 SG0093  HISTORY     - 20050509 MARK NOT FOUND   GEOCAC
 SG0093
 SG0093                          STATION DESCRIPTION
 SG0093
 SG0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0093'AT RICEDALE.
 SG0093'AT RICEDALE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD,
 SG0093'NEAR THE MIDDLE OF THE SIDING, AND 25 FEET WEST OF THE TRACK.
 SG0093'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1278
 SG0093'AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SG0093
 SG0093                          STATION RECOVERY (2005)
 SG0093
 SG0093'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0093'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  MARK ASSUMED
 SG0093'DESTROYED, FALLS IN C/L OF TWIN POLE POWER LINE. SEE USGS INFO BELOW.
 SG0093'
 SG0093''EXCERPT FROM USGS NOTES PUBLISHED 1952, HOUGHTON QUADRANNGLE 356'
 SG0093'D.R. CABANISS 1945, BOOK H304
 SG0093'MONUMENT ORIGINALY SET BY E.L.MCNAIR AND MARKED WITH BRONZE CAP
 SG0093'STAMPED 1278, AT RECOVERY IN 1945, CAP WAS MISSING AND POST LEANING 45
 SG0093'DEG., POST RESET WITH NEW TABLET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0070 ***********************************************************************
 NF0070  DESIGNATION -  13
 NF0070  PID         -  NF0070
 NF0070  STATE/COUNTY-  MI/INGHAM
 NF0070  COUNTRY     -  US
 NF0070  USGS QUAD   -  EAST LANSING (2017)
 NF0070
 NF0070                         *CURRENT SURVEY CONTROL
 NF0070  ______________________________________________________________________
 NF0070* NAD 83(1986) POSITION- 42 43 24.     (N) 084 28 40.     (W)   SCALED
 NF0070* NAVD 88 ORTHO HEIGHT -   255.71  (+/-2cm)      838.9   (feet) VERTCON3
 NF0070  ______________________________________________________________________
 NF0070  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 NF0070  VERT ORDER      -  ? (See Below)
 NF0070
 NF0070.The horizontal coordinates were scaled from a map and have
 NF0070.an estimated accuracy of +/- 6 seconds.
 NF0070
 NF0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0070
 NF0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0070.GEOID18 height accuracy estimate available here.
 NF0070
 NF0070.The vertical order pertains to the NGVD 29 superseded value.
 NF0070
 NF0070.Click photographs - Photos may exist for this station.
 NF0070
 NF0070;                    North         East    Units  Estimated Accuracy
 NF0070;SPC MI S     -   135,890.    3,990,900.      MT  (+/- 180 meters Scaled)
 NF0070
 NF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065331(NAD 83)
 NF0070
 NF0070                          SUPERSEDED SURVEY CONTROL
 NF0070
 NF0070  NGVD 29 (??/??/92)  255.842  (m)          839.38   (f) ADJ UNCH       
 NF0070
 NF0070.Superseded values are not recommended for survey control.
 NF0070
 NF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0070.See file dsdata.pdf to determine how the superseded data were derived.
 NF0070
 NF0070_MARKER: B = BOLT
 NF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0070+STABILITY: SURFACE MOTION
 NF0070
 NF0070  HISTORY     - Date     Condition        Report By
 NF0070  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0070  HISTORY     - 1932     GOOD             MISCOL
 NF0070  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0070  HISTORY     - 1989     GOOD             USPSQD
 NF0070
 NF0070                          STATION DESCRIPTION
 NF0070
 NF0070'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0070'AT EAST LANSING.
 NF0070'AT EAST LANSING, INGHAM COUNTY, AT THE SOUTH ENTRANCE TO THE
 NF0070'MICHIGAN STATE COLLEGE CAMPUS, ON FARM LANE, 32.5 FEET SOUTHEAST
 NF0070'OF THE CONCRETE GATEPOST, 37 FEET SOUTHWEST OF THE CORNER FENCE
 NF0070'POST, AND 17 FEET WEST OF THE EAST FENCE.  A BOLT, SET IN THE
 NF0070'TOP OF A CONCRETE POST.
 NF0070
 NF0070                          STATION RECOVERY (1978)
 NF0070
 NF0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0070'MARK NOT FOUND.
 NF0070
 NF0070                          STATION RECOVERY (1989)
 NF0070
 NF0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1543 ***********************************************************************
 NE1543  DESIGNATION -  13
 NE1543  PID         -  NE1543
 NE1543  STATE/COUNTY-  MI/LIVINGSTON
 NE1543  COUNTRY     -  US
 NE1543  USGS QUAD   -  OAK GROVE (2017)
 NE1543
 NE1543                         *CURRENT SURVEY CONTROL
 NE1543  ______________________________________________________________________
 NE1543* NAD 83(1994) POSITION- 42 38 00.30654(N) 083 59 27.99209(W)   ADJUSTED
 NE1543* NAD 83(1994) ELLIP HT-   259.396 (meters)        (07/17/02)   ADJUSTED
 NE1543* NAVD 88 ORTHO HEIGHT -   292.516 (meters)      959.70  (feet) ADJUSTED
 NE1543  ______________________________________________________________________
 NE1543  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 NE1543  NAD 83(1994) X  -    491,990.468 (meters)                     COMP
 NE1543  NAD 83(1994) Y  - -4,673,999.457 (meters)                     COMP
 NE1543  NAD 83(1994) Z  -  4,297,805.718 (meters)                     COMP
 NE1543  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 NE1543  DYNAMIC HEIGHT  -        292.441 (meters)      959.45  (feet) COMP
 NE1543  MODELED GRAVITY -    980,354.8   (mgal)                       NAVD 88
 NE1543
 NE1543  HORZ ORDER      -  FIRST
 NE1543  VERT ORDER      -  FIRST     CLASS II
 NE1543  ELLP ORDER      -  FOURTH    CLASS I
 NE1543
 NE1543.This mark is at Livingston County Airport (OZW)
 NE1543
 NE1543.The horizontal coordinates were established by GPS observations
 NE1543.and adjusted by the National Geodetic Survey in February 1997.
 NE1543
 NE1543.The orthometric height was determined by differential leveling and
 NE1543.adjusted by the NATIONAL GEODETIC SURVEY
 NE1543.in October 2009.
 NE1543
 NE1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1543.GEOID18 height accuracy estimate available here.
 NE1543
 NE1543.Click photographs - Photos may exist for this station.
 NE1543
 NE1543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1543
 NE1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1543
 NE1543.The ellipsoidal height was determined by GPS observations
 NE1543.and is referenced to NAD 83.
 NE1543
 NE1543.The dynamic height is computed by dividing the NAVD 88
 NE1543.geopotential number by the normal gravity value computed on the
 NE1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1543.degrees latitude (g = 980.6199 gals.).
 NE1543
 NE1543.The modeled gravity was interpolated from observed gravity values.
 NE1543
 NE1543. The following values were computed from the NAD 83(1994) position.
 NE1543
 NE1543;                    North         East     Units Scale Factor Converg.
 NE1543;SPC MI S     -   125,965.717 4,030,802.087   MT  0.99991647   +0 15 20.1
 NE1543;SPC MI S     -   413,273.35 13,224,416.30   iFT  0.99991647   +0 15 20.1
 NE1543;UTM  17      - 4,724,445.825   254,745.946   MT  1.00034009   -2 01 36.8
 NE1543;UTM  16      - 4,724,497.584   746,712.204   MT  1.00034892   +2 02 20.3
 NE1543
 NE1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1543!SPC MI S     -   0.99995932  x   0.99991647  =   0.99987579
 NE1543!UTM  17      -   0.99995932  x   1.00034009  =   1.00029940
 NE1543!UTM  16      -   0.99995932  x   1.00034892  =   1.00030823
 NE1543
 NE1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5474524445(NAD 83)
 NE1543
 NE1543                          SUPERSEDED SURVEY CONTROL
 NE1543
 NE1543  ELLIP H (02/03/97)  259.451  (m)                       GP(       ) 4 1
 NE1543  NAD 83(1986)-  42 38 00.30820(N)    083 59 28.01632(W) AD(       ) 1
 NE1543  NAD 83(1986)-  42 38 00.30509(N)    083 59 27.99766(W) AD(       ) 3
 NE1543  NAVD 88 (09/30/91)  292.5    (m)  UNKNOWN  model used  GPS OBS        
 NE1543  NGVD 29 (03/27/91)  292.9    (m)  OSU 89B  model used  GPS OBS        
 NE1543
 NE1543.Superseded values are not recommended for survey control.
 NE1543
 NE1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1543.See file dsdata.pdf to determine how the superseded data were derived.
 NE1543
 NE1543_MARKER: DD = SURVEY DISK
 NE1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1543_STAMPING: 13
 NE1543_MARK LOGO: MIDT
 NE1543_PROJECTION: FLUSH
 NE1543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1543+STABILITY: SURFACE MOTION
 NE1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1543+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2009
 NE1543
 NE1543  HISTORY     - Date     Condition        Report By
 NE1543  HISTORY     - 1988     MONUMENTED       MIDT
 NE1543  HISTORY     - 19890106 GOOD             NGS
 NE1543  HISTORY     - 19910701 GOOD             NGS
 NE1543  HISTORY     - 20061213 GOOD             INDIV
 NE1543  HISTORY     - 20080328 GOOD             COLEM
 NE1543  HISTORY     - 20090402 GOOD             WADTRI
 NE1543
 NE1543                          STATION DESCRIPTION
 NE1543
 NE1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1543'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH-NORTHWEST OF
 NE1543'PINCKNEY, 9.0 KM (5.60 MI) SOUTHEAST OF FOWLERVILLE AND 4.8 KM
 NE1543'(3.00 MI) NORTHWEST OF HOWELL, AT THE LIVINGSTON COUNTY AIRPORT.
 NE1543'OWNERSHIP--LIVINGSTON COUNTY, HOWELL MI 48843. AIRPORT MANAGER IS GLEN
 NE1543'A. MILLER, 3480 WEST GRAND RIVER AVENUE, HOWELL MI 48843. PHONE IS
 NE1543'517-546-6675.
 NE1543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155 (MICHIGAN
 NE1543'AVENUE) AND GRAND RIVER AVENUE IN THE CENTER OF HOWELL, GO NORTHWEST
 NE1543'ON GRAND RIVER AVENUE AND GRAND RIVER ROAD FOR 4.81 KM (3.00 MI) TO A
 NE1543'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE AIRPORT
 NE1543'ENTRANCE ROAD, PASSING AIRPORT OFFICE, THROUGH A GATE AND ACROSS AN
 NE1543'APRON FOR 0.12 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST
 NE1543'ON THE TAXIWAY FOR 1.19 KM (0.75 MI) TO THE STATION ON THE LEFT.
 NE1543'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NE1543'THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 61.0 M (200.1 FT)
 NE1543'NORTHWEST OF THE NORTHWEST END OF RUNWAY 13 AND IN LINE WITH THE
 NE1543'CENTERLINE OF THE RUNWAY.
 NE1543'THERE IS GOING TO BE A LOT OF NEW CONSTRUCTION AT THIS AIRPORT IN THE
 NE1543'NEXT TWO YEARS AND THIS MARK IS IN THE SAFEST PLACE.
 NE1543'DESCRIBED BY E.J. HANSMANN.
 NE1543
 NE1543                          STATION RECOVERY (1991)
 NE1543
 NE1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1543'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH-NORTHWEST OF
 NE1543'PINCKNEY, 9.0 KM (5.6 MI) SOUTHEAST OF FOWLERVILLE AND 4.8 KM
 NE1543'(3.0 MI) NORTHWEST OF HOWELL, AT THE LIVINGSTON COUNTY AIRPORT.
 NE1543'OWNERSHIP--LIVINGSTON COUNTY, HOWELL, MI. 48843.  AIRPORT MANAGER IS
 NE1543'MARK JOHNSON, 3480 WEST GRAND RIVER AVENUE, HOWELL, MI. 48843. PHONE
 NE1543'517-546-6675, 546-9141.
 NE1543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155 (MICHIGAN
 NE1543'AVENUE) AND GRAND RIVER AVENUE IN THE CENTER OF HOWELL, GO NORTHWEST
 NE1543'ON GRAND RIVER AVENUE AND GRAND RIVER ROAD FOR 4.81 KM (2.99 MI) TO A
 NE1543'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE AIRPORT
 NE1543'ENTRANCE ROAD, PASSING AIRPORT OFFICE, THROUGH A GATE AND ACROSS AN
 NE1543'APRON FOR 0.12 KM (0.07 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST
 NE1543'ON THE TAXIWAY FOR 1.19 KM (0.74 MI) TO THE STATION ON THE LEFT. ALSO
 NE1543'CAN REACH AIRPORT BY GOING WEST ALONG INTERSTATE 96 BUSINESS FROM THE
 NE1543'JUNCTION OF BUSINESS 96 AND HIGHWAY 59, LOCATED ABOUT 6.4 KM
 NE1543'(4.0 MI) WEST OF HOWELL, FOR 0.32 KM (0.20 MI) TO THE AIRPORT ON THE
 NE1543'RIGHT.
 NE1543'STATION IS 61.0 M (200.1 FT) NORTHWEST OF THE NORTHWEST END OF RUNWAY
 NE1543'13 AND IN LINE WITH THE CENTERLINE OF THE RUNWAY.
 NE1543
 NE1543                          STATION RECOVERY (2006)
 NE1543
 NE1543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1543'RECOVERED IN GOOD CONDITION.
 NE1543
 NE1543                          STATION RECOVERY (2008)
 NE1543
 NE1543'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1543'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS, THE
 NE1543'REFERENCED RUNWAY 13 HAS BEEN REMOVED AND THE STATION IS 373 FT (113.7
 NE1543'M) NORTHWEST OF THE SOUTHWEST CORNER OF TAXIWAY, 350 FT (106.7 M)
 NE1543'EAST-NORTHEAST OF A BRICK BUILDING, 178 FT (54.3 M) NORTHWEST OF END
 NE1543'OF A CORRUGATED METAL PIPE CULVERT.
 NE1543'
 NE1543'NOTE-- THE AIRPORT MANAGER REQUESTS THAT NO WITNESS POSTS ARE SET WITH
 NE1543'THE STATION.
 NE1543
 NE1543                          STATION RECOVERY (2009)
 NE1543
 NE1543'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2009 (CSV)
 NE1543'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 NE1543'THE STATION IS 412 FT (125.6 M) SW FROM THE END CENTERLINE OF RUNWAY,
 NE1543'303.1 FT (92.9 M) SW FROM THE S'LY BASE OF THE FIRST RUNWAY APPROACH
 NE1543'LIGHTS WEST OF RUNWAY 13, 271.2 FT (82.7 M) WEST/SW FROM THE SW CORNER
 NE1543'OF CONCRETE PAD TO RUNWAY SIGN 'B1 13', 178.1 FT (54.3 M) NW FROM THE
 NE1543'END CENTERLINE OF A 15 INCH CMP, 373.6 FT (113.9 M) NW FROM THE SW'LY
 NE1543'MOST CORNER OF TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6785 ***********************************************************************
 AA6785  DESIGNATION -  13 1
 AA6785  PID         -  AA6785
 AA6785  STATE/COUNTY-  MI/WAYNE
 AA6785  COUNTRY     -  US
 AA6785  USGS QUAD   -  WAYNE (2017)
 AA6785
 AA6785                         *CURRENT SURVEY CONTROL
 AA6785  ______________________________________________________________________
 AA6785* NAD 83(2011) POSITION- 42 15 58.46880(N) 083 23 57.36730(W)   ADJUSTED
 AA6785* NAD 83(2011) ELLIP HT-   167.778 (meters)        (06/27/12)   ADJUSTED
 AA6785* NAD 83(2011) EPOCH   -  2010.00
 AA6785* NAVD 88 ORTHO HEIGHT -   202.1   (meters)      663.    (feet) GPS OBS
 AA6785  ______________________________________________________________________
 AA6785  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6785  GEOID HEIGHT    -         -34.20 (meters)                     GEOID93
 AA6785  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 AA6785  NAD 83(2011) X  -    543,400.484 (meters)                     COMP
 AA6785  NAD 83(2011) Y  - -4,695,948.193 (meters)                     COMP
 AA6785  NAD 83(2011) Z  -  4,267,647.637 (meters)                     COMP
 AA6785  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AA6785
 AA6785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6785  Standards:
 AA6785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6785  -------------------------------------------------------------------
 AA6785  NETWORK    0.76   0.88           0.36   0.24   0.45     -0.04543344
 AA6785  -------------------------------------------------------------------
 AA6785  Click here for local accuracies and other accuracy information.
 AA6785
 AA6785.The horizontal coordinates were established by GPS observations
 AA6785.and adjusted by the National Geodetic Survey in June 2012.
 AA6785
 AA6785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6785.been affixed to the stable North American tectonic plate. See 
 AA6785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6785
 AA6785.The horizontal coordinates are valid at the epoch date displayed above
 AA6785.which is a decimal equivalence of Year/Month/Day.
 AA6785
 AA6785.The orthometric height was determined by GPS observations and a
 AA6785.high-resolution geoid model.
 AA6785
 AA6785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6785.GEOID18 height accuracy estimate available here.
 AA6785
 AA6785.Click photographs - Photos may exist for this station.
 AA6785
 AA6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6785
 AA6785.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6785
 AA6785.The ellipsoidal height was determined by GPS observations
 AA6785.and is referenced to NAD 83.
 AA6785
 AA6785. The following values were computed from the NAD 83(2011) position.
 AA6785
 AA6785;                    North         East     Units Scale Factor Converg.
 AA6785;SPC MI S     -    85,571.319 4,079,810.122   MT  0.99996479   +0 39 30.0
 AA6785;SPC MI S     -   280,745.80 13,385,203.81   iFT  0.99996479   +0 39 30.0
 AA6785;UTM  17      - 4,682,124.768   302,123.097   MT  1.00008179   -1 36 51.2
 AA6785
 AA6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6785!SPC MI S     -   0.99997369  x   0.99996479  =   0.99993848
 AA6785!UTM  17      -   0.99997369  x   1.00008179  =   1.00005547
 AA6785
 AA6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0212382124(NAD 83)
 AA6785
 AA6785                          SUPERSEDED SURVEY CONTROL
 AA6785
 AA6785  NAD 83(2007)-  42 15 58.46921(N)    083 23 57.36798(W) AD(2002.00) 0
 AA6785  ELLIP H (02/10/07)  167.777  (m)                       GP(2002.00)    
 AA6785  ELLIP H (07/12/02)  167.820  (m)                       GP(       ) 4 1
 AA6785  NAD 83(1994)-  42 15 58.46884(N)    083 23 57.36757(W) AD(       ) 1
 AA6785  ELLIP H (02/03/97)  167.846  (m)                       GP(       ) 4 1
 AA6785  NAD 83(1986)-  42 15 58.47586(N)    083 23 57.39556(W) AD(       ) 1
 AA6785
 AA6785.Superseded values are not recommended for survey control.
 AA6785
 AA6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6785.See file dsdata.pdf to determine how the superseded data were derived.
 AA6785
 AA6785_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6785_STAMPING: 13-1 1994
 AA6785_MARK LOGO: MI-163
 AA6785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6785+STABILITY: SURFACE MOTION
 AA6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6785+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6785
 AA6785  HISTORY     - Date     Condition        Report By
 AA6785  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6785
 AA6785                          STATION DESCRIPTION
 AA6785
 AA6785'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6785'STATION IS LOCATED APPROXIMATELY 3 MILESNORTH AND 3  MILESWEST OF
 AA6785'DETROIT METRO AIRPORT ON VAN BORN ROAD. TO REACH FROM THE INTERSECTION
 AA6785'OF US 12 (MICHIGAN AVENUE) AND HANNAN ROAD, PROCEED SOUTH ON HANNAN
 AA6785'ROAD FOR .9  MILES TO VAN BORN ROAD, THENCE GO EAST ON VAN BORN FOR
 AA6785'1.4 MILESTO THE STATION ON THE RIGHT. THE MONUMENT IS DIRECTLY SOUTH
 AA6785'OF 'B AND D THREAD ROLLING' AT 36820 VAN BORN. THE STATION IS A BRASS
 AA6785''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6785'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF VAN BORN IS N 0 W,
 AA6785'51.94 FEET,  A POLE IS N 20 W, 18.95 FEET,  A POLE IS N 60 W,  84.1
 AA6785'FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6789 ***********************************************************************
 AA6789  DESIGNATION -  13 2
 AA6789  PID         -  AA6789
 AA6789  STATE/COUNTY-  MI/WAYNE
 AA6789  COUNTRY     -  US
 AA6789  USGS QUAD   -  INKSTER (2017)
 AA6789
 AA6789                         *CURRENT SURVEY CONTROL
 AA6789  ______________________________________________________________________
 AA6789* NAD 83(2011) POSITION- 42 15 11.40387(N) 083 19 43.04650(W)   ADJUSTED
 AA6789* NAD 83(2011) ELLIP HT-   158.116 (meters)        (06/27/12)   ADJUSTED
 AA6789* NAD 83(2011) EPOCH   -  2010.00
 AA6789* NAVD 88 ORTHO HEIGHT -   192.5   (meters)      632.    (feet) GPS OBS
 AA6789  ______________________________________________________________________
 AA6789  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6789  GEOID HEIGHT    -         -34.31 (meters)                     GEOID93
 AA6789  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 AA6789  NAD 83(2011) X  -    549,302.716 (meters)                     COMP
 AA6789  NAD 83(2011) Y  - -4,696,237.519 (meters)                     COMP
 AA6789  NAD 83(2011) Z  -  4,266,566.338 (meters)                     COMP
 AA6789  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AA6789
 AA6789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6789  Standards:
 AA6789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6789  -------------------------------------------------------------------
 AA6789  NETWORK    0.83   0.94           0.38   0.28   0.48     -0.05535093
 AA6789  -------------------------------------------------------------------
 AA6789  Click here for local accuracies and other accuracy information.
 AA6789
 AA6789.The horizontal coordinates were established by GPS observations
 AA6789.and adjusted by the National Geodetic Survey in June 2012.
 AA6789
 AA6789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6789.been affixed to the stable North American tectonic plate. See 
 AA6789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6789
 AA6789.The horizontal coordinates are valid at the epoch date displayed above
 AA6789.which is a decimal equivalence of Year/Month/Day.
 AA6789
 AA6789.The orthometric height was determined by GPS observations and a
 AA6789.high-resolution geoid model.
 AA6789
 AA6789.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6789.GEOID18 height accuracy estimate available here.
 AA6789
 AA6789.Click photographs - Photos may exist for this station.
 AA6789
 AA6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6789
 AA6789.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6789
 AA6789.The ellipsoidal height was determined by GPS observations
 AA6789.and is referenced to NAD 83.
 AA6789
 AA6789. The following values were computed from the NAD 83(2011) position.
 AA6789
 AA6789;                    North         East     Units Scale Factor Converg.
 AA6789;SPC MI S     -    84,188.699 4,085,655.909   MT  0.99996725   +0 42 23.1
 AA6789;SPC MI S     -   276,209.64 13,404,382.90   iFT  0.99996725   +0 42 23.1
 AA6789;UTM  17      - 4,680,511.260   307,910.050   MT  1.00005403   -1 33 58.5
 AA6789
 AA6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6789!SPC MI S     -   0.99997520  x   0.99996725  =   0.99994245
 AA6789!UTM  17      -   0.99997520  x   1.00005403  =   1.00002923
 AA6789
 AA6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0791080511(NAD 83)
 AA6789
 AA6789                          SUPERSEDED SURVEY CONTROL
 AA6789
 AA6789  NAD 83(2007)-  42 15 11.40430(N)    083 19 43.04733(W) AD(2002.00) 0
 AA6789  ELLIP H (02/10/07)  158.113  (m)                       GP(2002.00)    
 AA6789  ELLIP H (07/12/02)  158.160  (m)                       GP(       ) 4 1
 AA6789  NAD 83(1994)-  42 15 11.40382(N)    083 19 43.04682(W) AD(       ) 1
 AA6789  ELLIP H (02/03/97)  158.202  (m)                       GP(       ) 4 1
 AA6789  NAD 83(1986)-  42 15 11.41132(N)    083 19 43.07394(W) AD(       ) 1
 AA6789
 AA6789.Superseded values are not recommended for survey control.
 AA6789
 AA6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6789.See file dsdata.pdf to determine how the superseded data were derived.
 AA6789
 AA6789_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6789_STAMPING: 13-2 1994
 AA6789_MARK LOGO: MI-163
 AA6789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6789+STABILITY: SURFACE MOTION
 AA6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6789+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6789
 AA6789  HISTORY     - Date     Condition        Report By
 AA6789  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6789  HISTORY     - 20010904 POOR             INDIV
 AA6789  HISTORY     - 20011212 GOOD             INDIV
 AA6789
 AA6789                          STATION DESCRIPTION
 AA6789
 AA6789'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6789'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF DETROIT METRO AIRPORT
 AA6789'ON MIDDLEBELT ROAD AT ECORSE ROAD. TO REACH FROM THE INTERSECTION OF
 AA6789'INTERSTATE I-94 AND MIDDLEBELT ROAD, (EXIT 198) PROCEED NORTH ON
 AA6789'MIDDLEBELT ROAD FOR 0.65  MILESTO ECORSE ROAD AND THE STATION IN THE
 AA6789'SOUTHWEST QUADRANT. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP
 AA6789'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6789'THE GROUND. CENTERLINE OF ECORSE IS N 0 W, 41.22 FEET,  CENTERLINE OF
 AA6789'MIDDLEBELT IS N 90 E, 53.37 FEET, A CENTERLINE OF CATCHBASIN IS N 85
 AA6789'W, 33.88 FEET, A POLE IS S 5 W, 10.90 FEET.
 AA6789
 AA6789                          STATION RECOVERY (2001)
 AA6789
 AA6789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6789'CONCRETE MONUMENT HAS BEEN HIT. THE TABLET IS LOOSE AND ROTATES.
 AA6789
 AA6789                          STATION RECOVERY (2001)
 AA6789
 AA6789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6793 ***********************************************************************
 AA6793  DESIGNATION -  13 3
 AA6793  PID         -  AA6793
 AA6793  STATE/COUNTY-  MI/WAYNE
 AA6793  COUNTRY     -  US
 AA6793  USGS QUAD   -  BELLEVILLE (2017)
 AA6793
 AA6793                         *CURRENT SURVEY CONTROL
 AA6793  ______________________________________________________________________
 AA6793* NAD 83(2011) POSITION- 42 13 33.15114(N) 083 23 08.93669(W)   ADJUSTED
 AA6793* NAD 83(2011) ELLIP HT-   163.341 (meters)        (06/27/12)   ADJUSTED
 AA6793* NAD 83(2011) EPOCH   -  2010.00
 AA6793* NAVD 88 ORTHO HEIGHT -   197.8   (meters)      649.    (feet) GPS OBS
 AA6793  ______________________________________________________________________
 AA6793  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6793  GEOID HEIGHT    -         -34.32 (meters)                     GEOID93
 AA6793  GEOID HEIGHT    -        -34.444 (meters)                     GEOID18
 AA6793  NAD 83(2011) X  -    544,849.921 (meters)                     COMP
 AA6793  NAD 83(2011) Y  - -4,698,811.741 (meters)                     COMP
 AA6793  NAD 83(2011) Z  -  4,264,325.386 (meters)                     COMP
 AA6793  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 AA6793
 AA6793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6793  Standards:
 AA6793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6793  -------------------------------------------------------------------
 AA6793  NETWORK    1.10   1.10           0.51   0.35   0.56     -0.19758642
 AA6793  -------------------------------------------------------------------
 AA6793  Click here for local accuracies and other accuracy information.
 AA6793
 AA6793.The horizontal coordinates were established by GPS observations
 AA6793.and adjusted by the National Geodetic Survey in June 2012.
 AA6793
 AA6793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6793.been affixed to the stable North American tectonic plate. See 
 AA6793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6793
 AA6793.The horizontal coordinates are valid at the epoch date displayed above
 AA6793.which is a decimal equivalence of Year/Month/Day.
 AA6793
 AA6793.The orthometric height was determined by GPS observations and a
 AA6793.high-resolution geoid model.
 AA6793
 AA6793.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6793.GEOID18 height accuracy estimate available here.
 AA6793
 AA6793.Click photographs - Photos may exist for this station.
 AA6793
 AA6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6793
 AA6793.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6793
 AA6793.The ellipsoidal height was determined by GPS observations
 AA6793.and is referenced to NAD 83.
 AA6793
 AA6793. The following values were computed from the NAD 83(2011) position.
 AA6793
 AA6793;                    North         East     Units Scale Factor Converg.
 AA6793;SPC MI S     -    81,100.827 4,080,972.170   MT  0.99997257   +0 40 03.0
 AA6793;SPC MI S     -   266,078.83 13,389,016.31   iFT  0.99997257   +0 40 03.0
 AA6793;UTM  17      - 4,677,611.223   303,107.117   MT  1.00007702   -1 36 14.1
 AA6793
 AA6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6793!SPC MI S     -   0.99997438  x   0.99997257  =   0.99994695
 AA6793!UTM  17      -   0.99997438  x   1.00007702  =   1.00005140
 AA6793
 AA6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0310777611(NAD 83)
 AA6793
 AA6793                          SUPERSEDED SURVEY CONTROL
 AA6793
 AA6793  NAD 83(2007)-  42 13 33.15162(N)    083 23 08.93751(W) AD(2002.00) 0
 AA6793  ELLIP H (02/10/07)  163.338  (m)                       GP(2002.00)    
 AA6793  ELLIP H (07/12/02)  163.389  (m)                       GP(       ) 4 1
 AA6793  NAD 83(1994)-  42 13 33.15106(N)    083 23 08.93696(W) AD(       ) 1
 AA6793  ELLIP H (02/03/97)  163.433  (m)                       GP(       ) 4 1
 AA6793  NAD 83(1986)-  42 13 33.15869(N)    083 23 08.96267(W) AD(       ) 1
 AA6793
 AA6793.Superseded values are not recommended for survey control.
 AA6793
 AA6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6793.See file dsdata.pdf to determine how the superseded data were derived.
 AA6793
 AA6793_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6793_STAMPING: 13-3 1994
 AA6793_MARK LOGO: MI-163
 AA6793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6793+STABILITY: SURFACE MOTION
 AA6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6793+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6793
 AA6793  HISTORY     - Date     Condition        Report By
 AA6793  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6793  HISTORY     - 20030402 GOOD             INDIV
 AA6793
 AA6793                          STATION DESCRIPTION
 AA6793
 AA6793'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6793'STATION IS LOCATED APPROXIMATELY 1 MILESNORTH AND 1  MILESWEST OF
 AA6793'DETROIT METRO AIRPORT ON WAYNE ROAD AT A RAILROAD BRIDGE. TO REACH
 AA6793'FROM THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD, PROCEED SOUTH
 AA6793'ON WAYNE ROAD FOR .15  MILES TO A RAILROAD BRIDGE OVER WAYNE ROAD AND
 AA6793'THE STATION ON THE RIGHT IN NORTHWEST QUADRANT.  THE MONUMENT IS
 AA6793'LOCATED ON THE WEST SIDE OF WAYNE AND AT THE TOP OF THE EMBANKMENT
 AA6793'NEAR THE WEST ABUTTMENT OF THE BRIDGE. THE STATION IS A BRASS 'WAYNE
 AA6793'COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6793'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF NORTH RAILROAD TRACK
 AA6793'IS S 0 W, 28.79 FEET,  A CENTERLINE OF MANHOLE IS N 25 W, 32.15 FEET,
 AA6793'A POLE IS N 40 E,  21.46 FEET, A 36 INCH QUAD POPLAR IS N 50 W, 44.76
 AA6793'FEET.
 AA6793
 AA6793                          STATION RECOVERY (2003)
 AA6793
 AA6793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6790 ***********************************************************************
 AA6790  DESIGNATION -  13 4
 AA6790  PID         -  AA6790
 AA6790  STATE/COUNTY-  MI/WAYNE
 AA6790  COUNTRY     -  US
 AA6790  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6790
 AA6790                         *CURRENT SURVEY CONTROL
 AA6790  ______________________________________________________________________
 AA6790* NAD 83(2011) POSITION- 42 10 51.40198(N) 083 20 01.33831(W)   ADJUSTED
 AA6790* NAD 83(2011) ELLIP HT-   155.610 (meters)        (06/27/12)   ADJUSTED
 AA6790* NAD 83(2011) EPOCH   -  2010.00
 AA6790* NAVD 88 ORTHO HEIGHT -   190.2   (meters)      624.    (feet) GPS OBS
 AA6790  ______________________________________________________________________
 AA6790  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6790  GEOID HEIGHT    -         -34.48 (meters)                     GEOID93
 AA6790  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 AA6790  NAD 83(2011) X  -    549,511.813 (meters)                     COMP
 AA6790  NAD 83(2011) Y  - -4,701,638.584 (meters)                     COMP
 AA6790  NAD 83(2011) Z  -  4,260,623.139 (meters)                     COMP
 AA6790  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AA6790
 AA6790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6790  Standards:
 AA6790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6790  -------------------------------------------------------------------
 AA6790  NETWORK    0.66   0.71           0.30   0.23   0.36     -0.05272004
 AA6790  -------------------------------------------------------------------
 AA6790  Click here for local accuracies and other accuracy information.
 AA6790
 AA6790.The horizontal coordinates were established by GPS observations
 AA6790.and adjusted by the National Geodetic Survey in June 2012.
 AA6790
 AA6790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6790.been affixed to the stable North American tectonic plate. See 
 AA6790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6790
 AA6790.The horizontal coordinates are valid at the epoch date displayed above
 AA6790.which is a decimal equivalence of Year/Month/Day.
 AA6790
 AA6790.The orthometric height was determined by GPS observations and a
 AA6790.high-resolution geoid model.
 AA6790
 AA6790.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6790.GEOID18 height accuracy estimate available here.
 AA6790
 AA6790.Click photographs - Photos may exist for this station.
 AA6790
 AA6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6790
 AA6790.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6790
 AA6790.The ellipsoidal height was determined by GPS observations
 AA6790.and is referenced to NAD 83.
 AA6790
 AA6790. The following values were computed from the NAD 83(2011) position.
 AA6790
 AA6790;                    North         East     Units Scale Factor Converg.
 AA6790;SPC MI S     -    76,162.029 4,085,335.079   MT  0.99998182   +0 42 10.7
 AA6790;SPC MI S     -   249,875.42 13,403,330.31   iFT  0.99998182   +0 42 10.7
 AA6790;UTM  17      - 4,672,502.965   307,271.274   MT  1.00005706   -1 34 03.0
 AA6790
 AA6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6790!SPC MI S     -   0.99997559  x   0.99998182  =   0.99995742
 AA6790!UTM  17      -   0.99997559  x   1.00005706  =   1.00003265
 AA6790
 AA6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0727172502(NAD 83)
 AA6790
 AA6790                          SUPERSEDED SURVEY CONTROL
 AA6790
 AA6790  NAD 83(2007)-  42 10 51.40248(N)    083 20 01.33917(W) AD(2002.00) 0
 AA6790  ELLIP H (02/10/07)  155.605  (m)                       GP(2002.00)    
 AA6790  ELLIP H (07/12/02)  155.657  (m)                       GP(       ) 4 1
 AA6790  NAD 83(1994)-  42 10 51.40193(N)    083 20 01.33861(W) AD(       ) 1
 AA6790  ELLIP H (02/03/97)  155.701  (m)                       GP(       ) 4 1
 AA6790  NAD 83(1986)-  42 10 51.40942(N)    083 20 01.36526(W) AD(       ) 1
 AA6790
 AA6790.Superseded values are not recommended for survey control.
 AA6790
 AA6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6790.See file dsdata.pdf to determine how the superseded data were derived.
 AA6790
 AA6790_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6790_STAMPING: 13-4 1994
 AA6790_MARK LOGO: MI-163
 AA6790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6790+STABILITY: SURFACE MOTION
 AA6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6790+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6790
 AA6790  HISTORY     - Date     Condition        Report By
 AA6790  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6790
 AA6790                          STATION DESCRIPTION
 AA6790
 AA6790'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6790'STATION IS LOCATED APPROXIMATELY 1.0 SOUTH OF DETROIT METRO AIRPORT ON
 AA6790'PENNSYLVANIA ROAD AT BRANDT ROAD. TO REACH FROM THE INTERSECTION OF
 AA6790'US-24 (TELEGRAPH ROAD) AND PENNSYLVANIA ROAD PROCEED WEST ON
 AA6790'PENNSYLVANIA ROAD FOR 3.5 MILESTO BRANDT ROAD AND THE STATION IN THE
 AA6790'NORTHEAST QUADRANT. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP
 AA6790'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6790'THE GROUND. CENTERLINE OF PENNSYLVANIA IS S 0 E, 49.47 FEET,
 AA6790'CENTERLINE OF BRANDT IS N 90 W, 45.57 FEET,  A POLE IS N 85 E, 74.66
 AA6790'FEET,  A 36 INCH TRI-POPLAR IS N 5 E, 121.58 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1249 ***********************************************************************
 RJ1249  DESIGNATION -  13 C4W 065
 RJ1249  PID         -  RJ1249
 RJ1249  STATE/COUNTY-  MI/CHIPPEWA
 RJ1249  COUNTRY     -  US
 RJ1249  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1249
 RJ1249                         *CURRENT SURVEY CONTROL
 RJ1249  ______________________________________________________________________
 RJ1249* NAD 83(1994) POSITION- 46 25 10.87712(N) 084 15 29.84946(W)   ADJUSTED
 RJ1249* NAD 83(1994) ELLIP HT-   140.765 (meters)        (02/03/97)   ADJUSTED
 RJ1249* NAVD 88 ORTHO HEIGHT -   177.1   (meters)      581.    (feet) VERTCON3
 RJ1249  ______________________________________________________________________
 RJ1249  GEOID HEIGHT    -        -36.627 (meters)                     GEOID18
 RJ1249  NAD 83(1994) X  -    440,668.248 (meters)                     COMP
 RJ1249  NAD 83(1994) Y  - -4,382,642.563 (meters)                     COMP
 RJ1249  NAD 83(1994) Z  -  4,597,632.551 (meters)                     COMP
 RJ1249  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 RJ1249  HORZ ORDER      -  FIRST
 RJ1249  ELLP ORDER      -  FOURTH    CLASS I
 RJ1249
 RJ1249.The horizontal coordinates were established by GPS observations
 RJ1249.and adjusted by the National Geodetic Survey in February 1997.
 RJ1249
 RJ1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1249
 RJ1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1249.GEOID18 height accuracy estimate available here.
 RJ1249
 RJ1249.Click photographs - Photos may exist for this station.
 RJ1249
 RJ1249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1249
 RJ1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1249
 RJ1249.The ellipsoidal height was determined by GPS observations
 RJ1249.and is referenced to NAD 83.
 RJ1249
 RJ1249. The following values were computed from the NAD 83(1994) position.
 RJ1249
 RJ1249;                    North         East     Units Scale Factor Converg.
 RJ1249;SPC MI N     -   185,515.747 8,210,708.407   MT  0.99990558   +1 58 54.0
 RJ1249;SPC MI N     -   608,647.46 26,938,019.71   iFT  0.99990558   +1 58 54.0
 RJ1249;UTM  16      - 5,144,332.377   710,682.127   MT  1.00014564   +1 59 12.6
 RJ1249
 RJ1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1249!SPC MI N     -   0.99997793  x   0.99990558  =   0.99988352
 RJ1249!UTM  16      -   0.99997793  x   1.00014564  =   1.00012357
 RJ1249
 RJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1068244332(NAD 83)
 RJ1249
 RJ1249                          SUPERSEDED SURVEY CONTROL
 RJ1249
 RJ1249  NAD 83(1986)-  46 25 10.86860(N)    084 15 29.84757(W) AD(       ) 1
 RJ1249  NGVD 29 (05/22/90)  177.2    (m)  RAPSU86  model used  GPS OBS        
 RJ1249
 RJ1249.Superseded values are not recommended for survey control.
 RJ1249
 RJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1249.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1249
 RJ1249_MARKER: DS = TRIANGULATION STATION DISK
 RJ1249_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1249+WITH SETTING: INFORMATION.
 RJ1249_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1249+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1249
 RJ1249  HISTORY     - Date     Condition        Report By
 RJ1249  HISTORY     - 1988     MONUMENTED       USACE
 RJ1249
 RJ1249                          STATION DESCRIPTION
 RJ1249
 RJ1249'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1249'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTHEAST OF SAULT STE
 RJ1249'MARIE, 34.0 KM (21.1 MI) NORTHEAST OF RUDYARD, 54.7 KM (34.0 MI)
 RJ1249'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 25 IN DAVID EAGLE
 RJ1249'PLAT OF HAY LAKE, SEC 1, T47N-R1E.
 RJ1249'OWNERSHIP---LEO L AND BLANCHE D LALONDE
 RJ1249'
 RJ1249'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1249'EAST FOR
 RJ1249'0.2 KM
 RJ1249'(0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN RIGHT AND GO SOUTH
 RJ1249'FOR 4.8 KM (3.0 MI) ON ASHUM STREET TO 3 MILE ROAD, TURN LEFT AND GO
 RJ1249'EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO M-129, TURN RIGHT AND GO
 RJ1249'SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT AND GO EAST FOR 8.11 KM
 RJ1249'(5.0 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS AREA.  TRAVEL BY BOAT
 RJ1249'DOWNRIVER FOR 1.2 HOURS ALONG THE LITTLE RAPIDS CHANNEL, ON THE
 RJ1249'WEST SIDE OF THE ST MARYS RIVER WHERE THE STATION IS LOCATED.
 RJ1249'
 RJ1249'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-065
 RJ1249'1988---, SET INTO A PVC SLEEVE FLUSH WITH THE
 RJ1249'GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND,
 RJ1249'LOCATED 36.1 METERS (118.5 FT) EAST OF TELEPHONE POLE.
 RJ1249'
 RJ1249'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0303 ***********************************************************************
 MC0303  DESIGNATION -  13 DTSRR
 MC0303  PID         -  MC0303
 MC0303  STATE/COUNTY-  MI/MONROE
 MC0303  COUNTRY     -  US
 MC0303  USGS QUAD   -  ERIE (2017)
 MC0303
 MC0303                         *CURRENT SURVEY CONTROL
 MC0303  ______________________________________________________________________
 MC0303* NAD 83(1986) POSITION- 41 51 16.     (N) 083 25 53.     (W)   SCALED
 MC0303* NAVD 88 ORTHO HEIGHT -   179.148 (meters)      587.75  (feet) ADJUSTED
 MC0303  ______________________________________________________________________
 MC0303  GEOID HEIGHT    -        -35.308 (meters)                     GEOID18
 MC0303  DYNAMIC HEIGHT  -        179.083 (meters)      587.54  (feet) COMP
 MC0303  MODELED GRAVITY -    980,251.7   (mgal)                       NAVD 88
 MC0303
 MC0303  VERT ORDER      -  FIRST     CLASS I
 MC0303
 MC0303.The horizontal coordinates were scaled from a map and have
 MC0303.an estimated accuracy of +/- 6 seconds.
 MC0303
 MC0303.The orthometric height was determined by differential leveling and
 MC0303.adjusted by the NATIONAL GEODETIC SURVEY
 MC0303.in June 1991.
 MC0303
 MC0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0303.GEOID18 height accuracy estimate available here.
 MC0303
 MC0303.Click photographs - Photos may exist for this station.
 MC0303
 MC0303.The dynamic height is computed by dividing the NAVD 88
 MC0303.geopotential number by the normal gravity value computed on the
 MC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0303.degrees latitude (g = 980.6199 gals.).
 MC0303
 MC0303.The modeled gravity was interpolated from observed gravity values.
 MC0303
 MC0303;                    North         East    Units  Estimated Accuracy
 MC0303;SPC MI S     -    39,800.    4,077,670.      MT  (+/- 180 meters Scaled)
 MC0303
 MC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG981364(NAD 83)
 MC0303
 MC0303                          SUPERSEDED SURVEY CONTROL
 MC0303
 MC0303  NGVD 29 (??/??/92)  179.330  (m)          588.35   (f) ADJ UNCH    1 1
 MC0303
 MC0303.Superseded values are not recommended for survey control.
 MC0303
 MC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0303.See file dsdata.pdf to determine how the superseded data were derived.
 MC0303
 MC0303_MARKER: DD = SURVEY DISK
 MC0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0303_SP_SET: BRIDGE
 MC0303_STAMPING: BENCH MARK ELEV NO 13 USC AND G 1899
 MC0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0303
 MC0303  HISTORY     - Date     Condition        Report By
 MC0303  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0303  HISTORY     - 1968     GOOD             CGS
 MC0303  HISTORY     - 1973     GOOD             NGS
 MC0303  HISTORY     - 1983     GOOD             LOCSUR
 MC0303  HISTORY     - 20070823 POOR             WARNKE
 MC0303
 MC0303                          STATION DESCRIPTION
 MC0303
 MC0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0303'4.6 MI SW FROM MONROE.
 MC0303'ABOUT 4.6 MILES SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE PENN
 MC0303'CENTRAL FROM THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT
 MC0303'0.15 MILE NORTHEAST OF MILEPOST D 40, ABOUT 5 RAILS SOUTHWEST
 MC0303'OF THE CROSSING OF LA PLAISANCE ROAD, ALONG THE DETROIT AND TOLEDO
 MC0303'SHORE LINE RAILROAD, SET ON THE TOP OF THE SOUTHWEST END OF THE
 MC0303'SOUTHEAST HEAD WALL OF AN ARCHED BRIDGE OVER OTTER CREEK, ABOUT
 MC0303'40 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD, 8.6 FEET
 MC0303'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK OF THE
 MC0303'D AND T SL RR AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 MC0303
 MC0303                          STATION RECOVERY (1973)
 MC0303
 MC0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0303'RECOVERED IN GOOD CONDITION.
 MC0303
 MC0303                          STATION RECOVERY (1983)
 MC0303
 MC0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0303'RECOVERED IN GOOD CONDITION.
 MC0303
 MC0303                          STATION RECOVERY (2007)
 MC0303
 MC0303'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0303'FOUND REMAINS OF STEM IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1416 ***********************************************************************
 NF1416  DESIGNATION -  13001
 NF1416  PID         -  NF1416
 NF1416  STATE/COUNTY-  MI/CALHOUN
 NF1416  COUNTRY     -  US
 NF1416  USGS QUAD   -  OLIVET (2017)
 NF1416
 NF1416                         *CURRENT SURVEY CONTROL
 NF1416  ______________________________________________________________________
 NF1416* NAD 83(1994) POSITION- 42 23 28.11874(N) 084 57 59.60955(W)   ADJUSTED
 NF1416* NAVD 88 ORTHO HEIGHT -   286.5   (meters)      940.    (feet) VERTCON3
 NF1416  ______________________________________________________________________
 NF1416  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 NF1416  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 NF1416  HORZ ORDER      -  SECOND
 NF1416
 NF1416.The horizontal coordinates were established by classical geodetic methods
 NF1416.and adjusted by the National Geodetic Survey in February 1997.
 NF1416
 NF1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1416
 NF1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1416.GEOID18 height accuracy estimate available here.
 NF1416
 NF1416.Click photographs - Photos may exist for this station.
 NF1416
 NF1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1416
 NF1416. The following values were computed from the NAD 83(1994) position.
 NF1416
 NF1416;                    North         East     Units Scale Factor Converg.
 NF1416;SPC MI S     -    99,162.280 3,950,607.259   MT  0.99994379   -0 24 29.7
 NF1416;SPC MI S     -   325,335.56 12,961,309.90   iFT  0.99994379   -0 24 29.7
 NF1416;UTM  16      - 4,695,208.808   667,372.816   MT  0.99994468   +1 22 16.5
 NF1416
 NF1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1416!SPC MI S     -   0.99996038  x   0.99994379  =   0.99990417
 NF1416!UTM  16      -   0.99996038  x   0.99994468  =   0.99990506
 NF1416
 NF1416:                Primary Azimuth Mark                     Grid Az
 NF1416:SPC MI S     -  13001 AZ MK                              349 28 53.6
 NF1416:UTM  16      -  13001 AZ MK                              347 42 07.4
 NF1416
 NF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6737295208(NAD 83)
 NF1416
 NF1416|---------------------------------------------------------------------|
 NF1416| PID    Reference Object                     Distance      Geod. Az  |
 NF1416|                                                           dddmmss.s |
 NF1416| NF1417 13001 MIDOT RM 1                     14.634 METERS 03234     |
 NF1416| CG9491 13001 RM 2                           19.180 METERS 17745     |
 NF1416| CG9490 13001 AZ MK                                        3490423.9 |
 NF1416|---------------------------------------------------------------------|
 NF1416
 NF1416                          SUPERSEDED SURVEY CONTROL
 NF1416
 NF1416  NAD 83(1986)-  42 23 28.11711(N)    084 57 59.62718(W) AD(       ) 2
 NF1416  NAD 27      -  42 23 27.97769(N)    084 57 59.66551(W) AD(       ) 2
 NF1416  NGVD 29 (07/19/86)  286.6    (m)          940.     (f) VERT ANG       
 NF1416
 NF1416.Superseded values are not recommended for survey control.
 NF1416
 NF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1416.See file dsdata.pdf to determine how the superseded data were derived.
 NF1416
 NF1416_MARKER: DD = SURVEY DISK
 NF1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1416_STAMPING: HCM-13001 1976
 NF1416_MARK LOGO: MIDH
 NF1416_PROJECTION: FLUSH
 NF1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1416+STABILITY: SURFACE MOTION
 NF1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1416+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1416
 NF1416  HISTORY     - Date     Condition        Report By
 NF1416  HISTORY     - 1976     MONUMENTED       MIDH
 NF1416  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 NF1416  HISTORY     - 20050901 GOOD             INDIV
 NF1416
 NF1416                          STATION DESCRIPTION
 NF1416
 NF1416'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1416'THE STATION IS ABOUT 3-1/2 MILES SSW OF OLIVET, 4 MILES WEST AND
 NF1416'1 MILE SOUTH OF LEE CENTER, AND 6-1/2 MILES NORTH OF THE INTERCHANGE
 NF1416'OF I-69 WITH I-96.  IT IS ON THE GARFIELD ROAD BRIDGE OVER I-69 AND
 NF1416'LOCATED ON THE NORTH END OF THE BRIDGE AND THE WEST SIDE OF THE
 NF1416'ROAD.  IT IS IN THE NORTHWEST QUARTER OF SECTION 13 OF CONVIS
 NF1416'TOWNSHIP T1S, R6W CALHOUN COUNTY.
 NF1416'
 NF1416'TO REACH THE STATION FROM OLIVET, GO SOUTH 4.1 MILES FROM THE SOUTH
 NF1416'CITY LIMITS TO GARFIELD ROAD, TURN RIGHT AND GO 2.0 MILES ON
 NF1416'GARFIELD ROAD TO THE OVERPASS AT I-69 AND STATION ON THE RIGHT.
 NF1416'
 NF1416'STATION MARKS ARE 3-1/2 INCH BRONZE DISKS STAMPED STATE OF
 NF1416'MICHIGAN-HCM-13001-1976.  THE SURFACE DISK IS SET IN THE TOP OF A
 NF1416'CYLINDRICAL (12 INCH) CONCRETE MONUMENT FLUSH WITH THE GROUND
 NF1416'SURFACE.  IT IS 5.0 FEET EAST OF THE EAST END OF THE BRIDGE RAIL,
 NF1416'7.0 FEET SOUTH OF A WOVEN WIRE FENCE, 19.0 FEET NORTH OF THE CENTER
 NF1416'OF GARFIELD ROAD, AND 4.0 FEET SOUTH OF THE WITNESS POST.  THE
 NF1416'UNDERGROUND MARK IS SET IN THE TOP OF A MASS OF CONCRETE 42
 NF1416'INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED HCM-FA-ROW-13001,
 NF1416'BEING A 2 INCH BRASS DISK.
 NF1416'
 NF1416'REFERENCE MARK 1, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1416'MICHIGAN-HCM-1976-13001-R. M. 1 IS SET IN THE TOP OF A 12 INCH
 NF1416'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1416'21.3 FEET SOUTH OF A WOVEN WIRE FENCE, 2.3 FEET NORTH OF A STEEL
 NF1416'BEAM GUARDRAIL, AND 19.4 FEET NORTH OF THE CENTER OF GARFIELD
 NF1416'ROAD.
 NF1416'
 NF1416'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED
 NF1416'MDSH AND T-1976-13001-RM 2 IS SET FLUSH WITH THE SURFACE OF THE
 NF1416'GUTTER PAN.  IT IS 17.5 FEET SOUTH OF THE CENTER OF GARFIELD ROAD,
 NF1416'11.0 FEET WEST OF THE EAST END ON THE GUTTER PAN, AND 2.0 FEET NORTH
 NF1416'OF THE STEEL BEAM GUARDRAIL.
 NF1416'
 NF1416'THE AZIMUTH MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1416'MICHIGAN HCM-1976-13001-AZI MARK IS SET IN THE TOP OF A 12 INCH
 NF1416'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1416'45.5 FEET SSE OF A WOVEN WIRE FENCE, 95.0 FEET NORTH OF THE NORTH
 NF1416'EDGE OF NORTH BOUND I-69, AND 3.0 FEET SOUTH OF THE WITNESS POST.
 NF1416'
 NF1416'TO REACH THE AZIMUTH MARK IT IS NECESSARY TO GO BACK TO THE SOUTH
 NF1416'CITY LIMITS OF OLIVET (OLD 27 AT BUTTERFIELD ROAD).  GO WEST 1-1/2
 NF1416'MILES TO THE I-69 INTERCHANGE, THEN SOUTH ON I-69 ABOUT 2 MILES TO
 NF1416'THE AZIMUTH MARK ON THE RIGHT.
 NF1416'
 NF1416'NEAREST TOWN--OLIVET.
 NF1416'
 NF1416'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 NF1416
 NF1416                          STATION RECOVERY (2001)
 NF1416
 NF1416'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1416'MARK NOT FOUND.
 NF1416
 NF1416                          STATION RECOVERY (2005)
 NF1416
 NF1416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1417 ***********************************************************************
 NF1417  DESIGNATION -  13001 MIDOT RM 1
 NF1417  PID         -  NF1417
 NF1417  STATE/COUNTY-  MI/CALHOUN
 NF1417  COUNTRY     -  US
 NF1417  USGS QUAD   -  OLIVET (2017)
 NF1417
 NF1417                         *CURRENT SURVEY CONTROL
 NF1417  ______________________________________________________________________
 NF1417* NAD 83(1994) POSITION- 42 23 28.51844(N) 084 57 59.26517(W)   ADJUSTED
 NF1417* NAVD 88 ORTHO HEIGHT -   286.4   (meters)      940.    (feet) VERTCON3
 NF1417  ______________________________________________________________________
 NF1417  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 NF1417  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 NF1417  HORZ ORDER      -  SECOND
 NF1417
 NF1417.The horizontal coordinates were established by classical geodetic methods
 NF1417.and adjusted by the National Geodetic Survey in February 1997.
 NF1417
 NF1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1417
 NF1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1417.GEOID18 height accuracy estimate available here.
 NF1417
 NF1417.Click photographs - Photos may exist for this station.
 NF1417
 NF1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1417
 NF1417. The following values were computed from the NAD 83(1994) position.
 NF1417
 NF1417;                    North         East     Units Scale Factor Converg.
 NF1417;SPC MI S     -    99,174.556 3,950,615.223   MT  0.99994378   -0 24 29.4
 NF1417;SPC MI S     -   325,375.84 12,961,336.03   iFT  0.99994378   -0 24 29.4
 NF1417;UTM  16      - 4,695,221.325   667,380.396   MT  0.99994471   +1 22 16.7
 NF1417
 NF1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1417!SPC MI S     -   0.99996039  x   0.99994378  =   0.99990418
 NF1417!UTM  16      -   0.99996039  x   0.99994471  =   0.99990511
 NF1417
 NF1417:                Primary Azimuth Mark                     Grid Az
 NF1417:SPC MI S     -  LEE                                      095 14 17.3
 NF1417:UTM  16      -  LEE                                      093 27 31.2
 NF1417
 NF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6738095221(NAD 83)
 NF1417
 NF1417|---------------------------------------------------------------------|
 NF1417| PID    Reference Object                     Distance      Geod. Az  |
 NF1417|                                                           dddmmss.s |
 NF1417| NF1421 LEE                                 APPROX. 5.6 KM 0944947.9 |
 NF1417| NF1416 13001                                14.634 METERS 21234     |
 NF1417|---------------------------------------------------------------------|
 NF1417
 NF1417                          SUPERSEDED SURVEY CONTROL
 NF1417
 NF1417  NAD 83(1986)-  42 23 28.51683(N)    084 57 59.28280(W) AD(       ) 2
 NF1417  NAD 27      -  42 23 28.37740(N)    084 57 59.32114(W) AD(       ) 2
 NF1417  NGVD 29 (07/19/86)  286.5    (m)          940.     (f) VERT ANG       
 NF1417
 NF1417.Superseded values are not recommended for survey control.
 NF1417
 NF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1417.See file dsdata.pdf to determine how the superseded data were derived.
 NF1417
 NF1417_MARKER: DD = SURVEY DISK
 NF1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1417_STAMPING: HCM-13001 RM 1 1976
 NF1417_MARK LOGO: MIDH
 NF1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1417+STABILITY: SURFACE MOTION
 NF1417
 NF1417  HISTORY     - Date     Condition        Report By
 NF1417  HISTORY     - 1976     MONUMENTED       MIDH
 NF1417  HISTORY     - 20011124 GOOD             USPSQD
 NF1417
 NF1417                          STATION DESCRIPTION
 NF1417
 NF1417'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1417'STATION MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1417'MICHIGAN-HCM-1976-13001-R. M. 1, IS SET IN THE TOP OF A 12 INCH
 NF1417'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1417'21.3 FEET SOUTH OF A WOVEN WIRE FENCE, 2.3 FEET NORTH OF A STEEL
 NF1417'BEAM GUARD RAIL AND 19.4 FEET NORTH OF THE CENTER OF GARFIELD ROAD.
 NF1417
 NF1417                          STATION RECOVERY (2001)
 NF1417
 NF1417'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5420 ***********************************************************************
 AA5420  DESIGNATION -  13061
 AA5420  PID         -  AA5420
 AA5420  STATE/COUNTY-  MI/OAKLAND
 AA5420  COUNTRY     -  US
 AA5420  USGS QUAD   -  CLARKSTON (2017)
 AA5420
 AA5420                         *CURRENT SURVEY CONTROL
 AA5420  ______________________________________________________________________
 AA5420* NAD 83(2011) POSITION- 42 42 12.40033(N) 083 26 27.69533(W)   ADJUSTED
 AA5420* NAD 83(2011) ELLIP HT-   277.987 (meters)        (06/27/12)   ADJUSTED
 AA5420* NAD 83(2011) EPOCH   -  2010.00
 AA5420* NAVD 88 ORTHO HEIGHT -   312.0   (meters)     1024.    (feet) GPS OBS
 AA5420  ______________________________________________________________________
 AA5420  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5420  GEOID HEIGHT    -         -33.97 (meters)                     GEOID93
 AA5420  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 AA5420  NAD 83(2011) X  -    536,240.317 (meters)                     COMP
 AA5420  NAD 83(2011) Y  - -4,663,836.301 (meters)                     COMP
 AA5420  NAD 83(2011) Z  -  4,303,538.317 (meters)                     COMP
 AA5420  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 AA5420
 AA5420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5420  Standards:
 AA5420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5420  -------------------------------------------------------------------
 AA5420  NETWORK    0.78   0.86           0.35   0.28   0.44      0.14080958
 AA5420  -------------------------------------------------------------------
 AA5420  Click here for local accuracies and other accuracy information.
 AA5420
 AA5420.The horizontal coordinates were established by GPS observations
 AA5420.and adjusted by the National Geodetic Survey in June 2012.
 AA5420
 AA5420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5420.been affixed to the stable North American tectonic plate. See 
 AA5420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5420
 AA5420.The horizontal coordinates are valid at the epoch date displayed above
 AA5420.which is a decimal equivalence of Year/Month/Day.
 AA5420
 AA5420.The orthometric height was determined by GPS observations and a
 AA5420.high-resolution geoid model.
 AA5420
 AA5420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5420.GEOID18 height accuracy estimate available here.
 AA5420
 AA5420.Click photographs - Photos may exist for this station.
 AA5420
 AA5420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5420
 AA5420.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5420
 AA5420.The ellipsoidal height was determined by GPS observations
 AA5420.and is referenced to NAD 83.
 AA5420
 AA5420. The following values were computed from the NAD 83(2011) position.
 AA5420
 AA5420;                    North         East     Units Scale Factor Converg.
 AA5420;SPC MI S     -   134,092.142 4,075,831.357   MT  0.99991188   +0 37 47.7
 AA5420;SPC MI S     -   439,934.85 13,372,150.12   iFT  0.99991188   +0 37 47.7
 AA5420;UTM  17      - 4,730,772.894   300,076.828   MT  1.00009176   -1 39 21.8
 AA5420
 AA5420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5420!SPC MI S     -   0.99995641  x   0.99991188  =   0.99986829
 AA5420!UTM  17      -   0.99995641  x   1.00009176  =   1.00004816
 AA5420
 AA5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0007630772(NAD 83)
 AA5420
 AA5420                          SUPERSEDED SURVEY CONTROL
 AA5420
 AA5420  NAD 83(2007)-  42 42 12.40020(N)    083 26 27.69601(W) AD(2002.00) 0
 AA5420  ELLIP H (02/10/07)  277.995  (m)                       GP(2002.00)    
 AA5420  ELLIP H (07/12/02)  278.022  (m)                       GP(       ) 4 1
 AA5420  NAD 83(1994)-  42 42 12.40002(N)    083 26 27.69613(W) AD(       ) 1
 AA5420  ELLIP H (02/03/97)  278.052  (m)                       GP(       ) 4 1
 AA5420  NAD 83(1986)-  42 42 12.40320(N)    083 26 27.72583(W) AD(       ) 1
 AA5420
 AA5420.Superseded values are not recommended for survey control.
 AA5420
 AA5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5420.See file dsdata.pdf to determine how the superseded data were derived.
 AA5420
 AA5420_MARKER: DD = SURVEY DISK
 AA5420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5420_STAMPING: 13061
 AA5420_MARK LOGO: MI-125
 AA5420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5420+STABILITY: SURFACE MOTION
 AA5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5420+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AA5420
 AA5420  HISTORY     - Date     Condition        Report By
 AA5420  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5420  HISTORY     - 20010806 GOOD             NGS
 AA5420  HISTORY     - 20010815 GOOD             NGS
 AA5420  HISTORY     - 20020601 GOOD             INDIV
 AA5420  HISTORY     - 20030430 GOOD             ROWEIN
 AA5420  HISTORY     - 20060105 MARK NOT FOUND   INDIV
 AA5420
 AA5420                          STATION DESCRIPTION
 AA5420
 AA5420'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5420'M-59 TO WILLIAMS LAKE ROAD, THENCE NORTH 1.55 MILES (2.49 KM) ALONG
 AA5420'WILLIAMS LAKE ROAD TO MACEDAY ROAD, THENCE NORTH 1.05 MILES (1.69 KM)
 AA5420'ALONG MACEDAY ROAD TO NELSEY ROAD, THENCE NORTH 0.7 MILES (1.1 KM)
 AA5420'ALONG NELSEY ROAD TO ANDERSONVILLE ROAD, THENCE EAST ON ANDERSONVILLE
 AA5420'ROAD 211.5 FEET (64.5 M) TO THE MONUMENT AT THE SOUTH SIDE OF
 AA5420'ANDERSONVILLE ROAD.  THE MONUMENT IS 34.5 FEET (10.5 M) SOUTH OF THE
 AA5420'CENTERLINE OF ANDERSONVILLE ROAD, 7.5 FEET (2.3 M) NORTH OF CEMETERY
 AA5420'CHAIN LINK FENCE, 95.5 FEET (29.1 M) SOUTH WEST OF A 36 INCH OAK TREE,
 AA5420'138.5 FEET (42.2 M) SOUTH EAST OF A POWER POLE, AND 2 FEET (0.6 M)
 AA5420'HIGHER THAN ANDERSONVILLE ROAD.
 AA5420
 AA5420                          STATION RECOVERY (2001)
 AA5420
 AA5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5420
 AA5420                          STATION RECOVERY (2001)
 AA5420
 AA5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5420
 AA5420                          STATION RECOVERY (2002)
 AA5420
 AA5420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5420'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5420'FOUND THIS CORNER TO BE GOOD.
 AA5420
 AA5420                          STATION RECOVERY (2003)
 AA5420
 AA5420'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5420'FOUND ON THE SOUTH SIDE OF ANDERSONVILLE RD, 7.3 FT NORTH OF A CHAIN
 AA5420'LINK FENCE, AND 215 FT +/- EAST OF CENTERLINE OF WHITE LAKE RD.
 AA5420
 AA5420                          STATION RECOVERY (2006)
 AA5420
 AA5420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5420'DISTROYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1340 ***********************************************************************
 MD1340  DESIGNATION -  131 1/2
 MD1340  PID         -  MD1340
 MD1340  STATE/COUNTY-  MI/CASS
 MD1340  COUNTRY     -  US
 MD1340  USGS QUAD   -  VANDALIA (2017)
 MD1340
 MD1340                         *CURRENT SURVEY CONTROL
 MD1340  ______________________________________________________________________
 MD1340* NAD 83(1986) POSITION- 41 59 09.     (N) 085 52 35.     (W)   SCALED
 MD1340* NAVD 88 ORTHO HEIGHT -   275.953 (meters)      905.36  (feet) ADJUSTED
 MD1340  ______________________________________________________________________
 MD1340  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 MD1340  DYNAMIC HEIGHT  -        275.858 (meters)      905.04  (feet) COMP
 MD1340  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 MD1340
 MD1340  VERT ORDER      -  SECOND    CLASS 0
 MD1340
 MD1340.The horizontal coordinates were scaled from a map and have
 MD1340.an estimated accuracy of +/- 6 seconds.
 MD1340
 MD1340.The orthometric height was determined by differential leveling and
 MD1340.adjusted by the NATIONAL GEODETIC SURVEY
 MD1340.in June 1991.
 MD1340
 MD1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1340.GEOID18 height accuracy estimate available here.
 MD1340
 MD1340.Click photographs - Photos may exist for this station.
 MD1340
 MD1340.The dynamic height is computed by dividing the NAVD 88
 MD1340.geopotential number by the normal gravity value computed on the
 MD1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1340.degrees latitude (g = 980.6199 gals.).
 MD1340
 MD1340.The modeled gravity was interpolated from observed gravity values.
 MD1340
 MD1340;                    North         East    Units  Estimated Accuracy
 MD1340;SPC MI S     -    55,090.    3,874,890.      MT  (+/- 180 meters Scaled)
 MD1340
 MD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM930488(NAD 83)
 MD1340
 MD1340                          SUPERSEDED SURVEY CONTROL
 MD1340
 MD1340  NGVD 29 (??/??/92)  276.084  (m)          905.79   (f) ADJ UNCH    2 0
 MD1340
 MD1340.Superseded values are not recommended for survey control.
 MD1340
 MD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1340.See file dsdata.pdf to determine how the superseded data were derived.
 MD1340
 MD1340_MARKER: DB = BENCH MARK DISK
 MD1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1340_STAMPING: BM 131-1/2
 MD1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1340+STABILITY: SURFACE MOTION
 MD1340
 MD1340  HISTORY     - Date     Condition        Report By
 MD1340  HISTORY     - UNK      MONUMENTED       GTWRR
 MD1340  HISTORY     - 1934     GOOD             CGS
 MD1340  HISTORY     - 1977     MARK NOT FOUND   USGS
 MD1340
 MD1340                          STATION DESCRIPTION
 MD1340
 MD1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1340'AT WAKELEE.
 MD1340'AT WAKELEE, CASS COUNTY, ON THE GRAND TRUNK RAILWAY, 60 YARDS
 MD1340'NORTHEAST OF THE STATION, 27 YARDS EAST OF THE CENTERLINE OF A
 MD1340'GRAVEL ROAD, 25 FEET NORTHWEST OF THE NORTH RAIL, 1 FOOT SOUTH OF
 MD1340'THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TOP OF RAIL.  A
 MD1340'GRAND TRUNK RAILWAY STANDARD DISK, STAMPED B.M. 131-1/2 IN AND SET IN
 MD1340'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MD1340
 MD1340                          STATION RECOVERY (1977)
 MD1340
 MD1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MD1340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1356 ***********************************************************************
 RL1356  DESIGNATION -  1331.4
 RL1356  PID         -  RL1356
 RL1356  STATE/COUNTY-  MI/ONTONAGON
 RL1356  COUNTRY     -  US
 RL1356  USGS QUAD   -  BERGLAND (2017)
 RL1356
 RL1356                         *CURRENT SURVEY CONTROL
 RL1356  ______________________________________________________________________
 RL1356* NAD 83(1986) POSITION- 46 37 16.     (N) 089 34 24.     (W)   SCALED
 RL1356* NAVD 88 ORTHO HEIGHT -   405.818 (meters)     1331.42  (feet) ADJUSTED
 RL1356  ______________________________________________________________________
 RL1356  GEOID HEIGHT    -        -30.909 (meters)                     GEOID18
 RL1356  DYNAMIC HEIGHT  -        405.854 (meters)     1331.54  (feet) COMP
 RL1356  MODELED GRAVITY -    980,689.8   (mgal)                       NAVD 88
 RL1356
 RL1356  VERT ORDER      -  SECOND    CLASS 0
 RL1356
 RL1356.The horizontal coordinates were scaled from a map and have
 RL1356.an estimated accuracy of +/- 6 seconds.
 RL1356
 RL1356.The orthometric height was determined by differential leveling and
 RL1356.adjusted by the NATIONAL GEODETIC SURVEY
 RL1356.in June 1991.
 RL1356
 RL1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1356.GEOID18 height accuracy estimate available here.
 RL1356
 RL1356.Click photographs - Photos may exist for this station.
 RL1356
 RL1356.The dynamic height is computed by dividing the NAVD 88
 RL1356.geopotential number by the normal gravity value computed on the
 RL1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1356.degrees latitude (g = 980.6199 gals.).
 RL1356
 RL1356.The modeled gravity was interpolated from observed gravity values.
 RL1356
 RL1356;                    North         East    Units  Estimated Accuracy
 RL1356;SPC MI N     -   207,460.    7,802,950.      MT  (+/- 180 meters Scaled)
 RL1356
 RL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029662(NAD 83)
 RL1356
 RL1356                          SUPERSEDED SURVEY CONTROL
 RL1356
 RL1356  NGVD 29 (??/??/92)  405.832  (m)         1331.47   (f) ADJ UNCH    2 0
 RL1356
 RL1356.Superseded values are not recommended for survey control.
 RL1356
 RL1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1356.See file dsdata.pdf to determine how the superseded data were derived.
 RL1356
 RL1356_MARKER: Z = SEE DESCRIPTION
 RL1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1356_SP_SET: CULVERT
 RL1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1356
 RL1356  HISTORY     - Date     Condition        Report By
 RL1356  HISTORY     - UNK      MONUMENTED       USGS
 RL1356  HISTORY     - 1948     GOOD             CGS
 RL1356  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1356  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1356  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1356
 RL1356                          STATION DESCRIPTION
 RL1356
 RL1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1356'2 MI N FROM BERGLAND.
 RL1356'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1356'STATE HIGHWAY 28 AT BERGLAND, AT THE JUNCTION OF A ROAD NORTH AND
 RL1356'A RIGHT ANGLE TURN IN THE HIGHWAY WITH TANGENTS EAST AND SOUTH,
 RL1356'A PAINTED SQUARE ON THE TOP OF THE WEST END OF A 12-INCH METAL
 RL1356'PIPE CULVERT ON SOUTH TANGENT OF HIGHWAY, 20 FEET WEST OF THE SOUTH
 RL1356'TANGENT, 26 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE EAST
 RL1356'TANGENT AND 2 FEET BELOW THE HIGHWAY.
 RL1356
 RL1356                          STATION RECOVERY (1987)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1356'MARK NOT FOUND.
 RL1356
 RL1356                          STATION RECOVERY (1995)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1356'MARK NOT FOUND.
 RL1356
 RL1356                          STATION RECOVERY (2004)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0219 ***********************************************************************
 RJ0219  DESIGNATION -  135
 RJ0219  PID         -  RJ0219
 RJ0219  STATE/COUNTY-  MI/CHIPPEWA
 RJ0219  COUNTRY     -  US
 RJ0219  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0219
 RJ0219                         *CURRENT SURVEY CONTROL
 RJ0219  ______________________________________________________________________
 RJ0219* NAD 83(1986) POSITION- 46 24 16.     (N) 084 12 23.     (W)   SCALED
 RJ0219* NAVD 88 ORTHO HEIGHT -   186.504 (meters)      611.89  (feet) ADJUSTED
 RJ0219  ______________________________________________________________________
 RJ0219  GEOID HEIGHT    -        -36.642 (meters)                     GEOID18
 RJ0219  DYNAMIC HEIGHT  -        186.514 (meters)      611.92  (feet) COMP
 RJ0219  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0219
 RJ0219  VERT ORDER      -  FIRST     CLASS I
 RJ0219
 RJ0219.The horizontal coordinates were scaled from a map and have
 RJ0219.an estimated accuracy of +/- 6 seconds.
 RJ0219
 RJ0219.The orthometric height was determined by differential leveling and
 RJ0219.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0219.in June 1991.
 RJ0219
 RJ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0219.GEOID18 height accuracy estimate available here.
 RJ0219
 RJ0219.Click photographs - Photos may exist for this station.
 RJ0219
 RJ0219.The dynamic height is computed by dividing the NAVD 88
 RJ0219.geopotential number by the normal gravity value computed on the
 RJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0219.degrees latitude (g = 980.6199 gals.).
 RJ0219
 RJ0219.The modeled gravity was interpolated from observed gravity values.
 RJ0219
 RJ0219;                    North         East    Units  Estimated Accuracy
 RJ0219;SPC MI N     -   183,960.    8,214,760.      MT  (+/- 180 meters Scaled)
 RJ0219
 RJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147427(NAD 83)
 RJ0219
 RJ0219                          SUPERSEDED SURVEY CONTROL
 RJ0219
 RJ0219  NGVD 29 (??/??/92)  186.489  (m)          611.84   (f) ADJ UNCH    1 1
 RJ0219
 RJ0219.Superseded values are not recommended for survey control.
 RJ0219
 RJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0219.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0219
 RJ0219_MARKER: Z = SEE DESCRIPTION
 RJ0219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0219+WITH SETTING: INTO GROUND
 RJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0219+STABILITY: SURFACE MOTION
 RJ0219
 RJ0219  HISTORY     - Date     Condition        Report By
 RJ0219  HISTORY     - 1969     MONUMENTED       NONE
 RJ0219  HISTORY     - 1969     GOOD             USLS
 RJ0219  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0219
 RJ0219                          STATION DESCRIPTION
 RJ0219
 RJ0219'DESCRIBED BY US LAKE SURVEY 1969
 RJ0219'AT SUGAR ISLAND.
 RJ0219'135 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0219'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO
 RJ0219'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO
 RJ0219'3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO
 RJ0219'1.0 MILE SOUTH TO VICINITY OF THE MARK IN SOUTHEAST CORNER
 RJ0219'OF INTERSECTION, 66 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 RJ0219'39 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 37.7 FEET
 RJ0219'SOUTHEAST OF UTILITY POLE NO. SU 1-135, 1 FOOT BELOW THE GROUND
 RJ0219'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0219'COPPER-COATED STEEL ROD, 8 FEET LONG.
 RJ0219
 RJ0219                          STATION RECOVERY (1983)
 RJ0219
 RJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0219'NOT RECOVERED.  DESCRIPTION NOT ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1353 ***********************************************************************
 RL1353  DESIGNATION -  1354.8
 RL1353  PID         -  RL1353
 RL1353  STATE/COUNTY-  MI/ONTONAGON
 RL1353  COUNTRY     -  US
 RL1353  USGS QUAD   -  BERGLAND (2017)
 RL1353
 RL1353                         *CURRENT SURVEY CONTROL
 RL1353  ______________________________________________________________________
 RL1353* NAD 83(1986) POSITION- 46 36 09.     (N) 089 34 24.     (W)   SCALED
 RL1353* NAVD 88 ORTHO HEIGHT -   412.964 (meters)     1354.87  (feet) ADJUSTED
 RL1353  ______________________________________________________________________
 RL1353  GEOID HEIGHT    -        -30.946 (meters)                     GEOID18
 RL1353  DYNAMIC HEIGHT  -        412.997 (meters)     1354.97  (feet) COMP
 RL1353  MODELED GRAVITY -    980,682.5   (mgal)                       NAVD 88
 RL1353
 RL1353  VERT ORDER      -  SECOND    CLASS 0
 RL1353
 RL1353.The horizontal coordinates were scaled from a map and have
 RL1353.an estimated accuracy of +/- 6 seconds.
 RL1353
 RL1353.The orthometric height was determined by differential leveling and
 RL1353.adjusted by the NATIONAL GEODETIC SURVEY
 RL1353.in June 1991.
 RL1353
 RL1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1353.GEOID18 height accuracy estimate available here.
 RL1353
 RL1353.Click photographs - Photos may exist for this station.
 RL1353
 RL1353.The dynamic height is computed by dividing the NAVD 88
 RL1353.geopotential number by the normal gravity value computed on the
 RL1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1353.degrees latitude (g = 980.6199 gals.).
 RL1353
 RL1353.The modeled gravity was interpolated from observed gravity values.
 RL1353
 RL1353;                    North         East    Units  Estimated Accuracy
 RL1353;SPC MI N     -   205,390.    7,802,890.      MT  (+/- 180 meters Scaled)
 RL1353
 RL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029642(NAD 83)
 RL1353
 RL1353                          SUPERSEDED SURVEY CONTROL
 RL1353
 RL1353  NGVD 29 (??/??/92)  412.976  (m)         1354.91   (f) ADJ UNCH    2 0
 RL1353
 RL1353.Superseded values are not recommended for survey control.
 RL1353
 RL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1353.See file dsdata.pdf to determine how the superseded data were derived.
 RL1353
 RL1353_MARKER: Z = SEE DESCRIPTION
 RL1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1353_SP_SET: CULVERT
 RL1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1353
 RL1353  HISTORY     - Date     Condition        Report By
 RL1353  HISTORY     - UNK      MONUMENTED       USGS
 RL1353  HISTORY     - 1948     GOOD             CGS
 RL1353  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1353  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1353  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1353
 RL1353                          STATION DESCRIPTION
 RL1353
 RL1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1353'0.7 MI N FROM BERGLAND.
 RL1353'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1353'STATE HIGHWAY 28 AT BERGLAND, 20 FEET WEST OF THE CENTER LINE OF THE
 RL1353'HIGHWAY, 36 FEET SOUTH OF THE PROLONGED CENTER LINE OF A FARM LANE
 RL1353'LEADING EAST TO A FARM HOUSE AND PAINTED ON THE TOP OF THE WEST END
 RL1353'OF AN 18-INCH METAL PIPE CULVERT ABOUT LEVEL WITH THE HIGHWAY.
 RL1353
 RL1353                          STATION RECOVERY (1987)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1353'MARK NOT FOUND.
 RL1353
 RL1353                          STATION RECOVERY (1995)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1353'MARK NOT FOUND.
 RL1353
 RL1353                          STATION RECOVERY (2004)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1354 ***********************************************************************
 RL1354  DESIGNATION -  1355.4
 RL1354  PID         -  RL1354
 RL1354  STATE/COUNTY-  MI/ONTONAGON
 RL1354  COUNTRY     -  US
 RL1354  USGS QUAD   -  BERGLAND (2017)
 RL1354
 RL1354                         *CURRENT SURVEY CONTROL
 RL1354  ______________________________________________________________________
 RL1354* NAD 83(1986) POSITION- 46 36 23.     (N) 089 34 23.     (W)   SCALED
 RL1354* NAVD 88 ORTHO HEIGHT -   413.136 (meters)     1355.43  (feet) ADJUSTED
 RL1354  ______________________________________________________________________
 RL1354  GEOID HEIGHT    -        -30.938 (meters)                     GEOID18
 RL1354  DYNAMIC HEIGHT  -        413.171 (meters)     1355.55  (feet) COMP
 RL1354  MODELED GRAVITY -    980,684.4   (mgal)                       NAVD 88
 RL1354
 RL1354  VERT ORDER      -  SECOND    CLASS 0
 RL1354
 RL1354.The horizontal coordinates were scaled from a map and have
 RL1354.an estimated accuracy of +/- 6 seconds.
 RL1354
 RL1354.The orthometric height was determined by differential leveling and
 RL1354.adjusted by the NATIONAL GEODETIC SURVEY
 RL1354.in June 1991.
 RL1354
 RL1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1354.GEOID18 height accuracy estimate available here.
 RL1354
 RL1354.Click photographs - Photos may exist for this station.
 RL1354
 RL1354.The dynamic height is computed by dividing the NAVD 88
 RL1354.geopotential number by the normal gravity value computed on the
 RL1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1354.degrees latitude (g = 980.6199 gals.).
 RL1354
 RL1354.The modeled gravity was interpolated from observed gravity values.
 RL1354
 RL1354;                    North         East    Units  Estimated Accuracy
 RL1354;SPC MI N     -   205,820.    7,802,920.      MT  (+/- 180 meters Scaled)
 RL1354
 RL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029646(NAD 83)
 RL1354
 RL1354                          SUPERSEDED SURVEY CONTROL
 RL1354
 RL1354  NGVD 29 (??/??/92)  413.149  (m)         1355.47   (f) ADJ UNCH    2 0
 RL1354
 RL1354.Superseded values are not recommended for survey control.
 RL1354
 RL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1354.See file dsdata.pdf to determine how the superseded data were derived.
 RL1354
 RL1354_MARKER: Z = SEE DESCRIPTION
 RL1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1354_SP_SET: CULVERT
 RL1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1354
 RL1354  HISTORY     - Date     Condition        Report By
 RL1354  HISTORY     - UNK      MONUMENTED       USGS
 RL1354  HISTORY     - 1948     GOOD             CGS
 RL1354  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1354  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1354
 RL1354                          STATION DESCRIPTION
 RL1354
 RL1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1354'1 MI N FROM BERGLAND.
 RL1354'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1354'STATE HIGHWAY 28 AT BERGLAND, AT THE JUNCTION OF A SIDE ROAD WEST,
 RL1354'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF
 RL1354'THE PROLONGED CENTER LINE OF THE SIDE ROAD, 29 FEET NORTH OF A
 RL1354'TELEPHONE POLE AND PAINTED ON THE EAST END OF A 12-INCH METAL PIPE
 RL1354'CULVERT AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 RL1354
 RL1354                          STATION RECOVERY (1987)
 RL1354
 RL1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1354'MARK NOT FOUND.
 RL1354
 RL1354                          STATION RECOVERY (1995)
 RL1354
 RL1354'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3961 ***********************************************************************
 DL3961  DESIGNATION -  13600
 DL3961  PID         -  DL3961
 DL3961  STATE/COUNTY-  MI/CALHOUN
 DL3961  COUNTRY     -  US
 DL3961  USGS QUAD   -  OLIVET (2017)
 DL3961
 DL3961                         *CURRENT SURVEY CONTROL
 DL3961  ______________________________________________________________________
 DL3961* NAD 83(1986) POSITION- 42 25 18.16   (N) 084 56 12.37   (W)   HD_HELD1
 DL3961* NAVD 88 ORTHO HEIGHT -   275.906 (meters)      905.20  (feet) ADJUSTED
 DL3961  ______________________________________________________________________
 DL3961  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 DL3961  DYNAMIC HEIGHT  -        275.817 (meters)      904.91  (feet) COMP
 DL3961  MODELED GRAVITY -    980,289.2   (mgal)                       NAVD 88
 DL3961
 DL3961  VERT ORDER      -  FIRST     CLASS II
 DL3961
 DL3961.The horizontal coordinates were determined by differentially corrected
 DL3961.hand held GPS observations or other comparable positioning techniques
 DL3961.and have an estimated accuracy of +/- 3 meters.
 DL3961
 DL3961.The orthometric height was determined by differential leveling and
 DL3961.adjusted by the NATIONAL GEODETIC SURVEY
 DL3961.in September 2009.
 DL3961
 DL3961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3961.GEOID18 height accuracy estimate available here.
 DL3961
 DL3961.Click photographs - Photos may exist for this station.
 DL3961
 DL3961.The dynamic height is computed by dividing the NAVD 88
 DL3961.geopotential number by the normal gravity value computed on the
 DL3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3961.degrees latitude (g = 980.6199 gals.).
 DL3961
 DL3961.The modeled gravity was interpolated from observed gravity values.
 DL3961
 DL3961;                    North         East    Units  Estimated Accuracy
 DL3961;SPC MI S     -   102,540.4   3,953,082.9     MT  (+/- 3 meters HH1 GPS) 
 DL3961
 DL3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6974298662(NAD 83)
 DL3961
 DL3961                          SUPERSEDED SURVEY CONTROL
 DL3961
 DL3961.No superseded survey control is available for this station.
 DL3961
 DL3961_MARKER: DD = SURVEY DISK
 DL3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3961_STAMPING: 13600 2008
 DL3961_MARK LOGO: MIDT
 DL3961_PROJECTION: FLUSH
 DL3961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3961+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2008
 DL3961
 DL3961  HISTORY     - Date     Condition        Report By
 DL3961  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3961
 DL3961                          STATION DESCRIPTION
 DL3961
 DL3961'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3961'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF DUCK LAKE, 4.4
 DL3961'MI (7.1 KM) EAST-SOUTHEAST OF BELLEVUE AND 1.5 MI (2.4 KM)
 DL3961'SOUTH-SOUTHWEST OF OLIVET.
 DL3961'
 DL3961'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH STATE
 DL3961'HIGHWAY 78 (BUTTERFIELD HIGHWAY) (EXIT 48), LOCATED APPROXIMATELY 3.3
 DL3961'MI (5.3 KM) EAST OF BELLEVUE, MI, GO EAST ON BUTTERFIELD HIGHWAY FOR
 DL3961'1.4 MI (2.3 KM) TO MARSHALL ROAD, TURN RIGHT AND GO SOUTHERLY ON
 DL3961'MARSHALL ROAD FOR 1.15 MI (1.9 KM) TO BASELINE ROAD AND THE STATION ON
 DL3961'THE LEFT.
 DL3961'
 DL3961'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3961'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3961'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 120 FT
 DL3961'(36.6 M) SOUTHWEST OF BASELINE ROAD, 19.5 FT (5.9 M) SOUTHEAST OF EDGE
 DL3961'OF PAVEMENT OF MARSHALL ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL3961'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3962 ***********************************************************************
 DL3962  DESIGNATION -  13601
 DL3962  PID         -  DL3962
 DL3962  STATE/COUNTY-  MI/CALHOUN
 DL3962  COUNTRY     -  US
 DL3962  USGS QUAD   -  OLIVET (2017)
 DL3962
 DL3962                         *CURRENT SURVEY CONTROL
 DL3962  ______________________________________________________________________
 DL3962* NAD 83(2011) POSITION- 42 23 54.82970(N) 084 56 30.08840(W)   ADJUSTED
 DL3962* NAD 83(2011) ELLIP HT-   243.790 (meters)        (06/27/12)   ADJUSTED
 DL3962* NAD 83(2011) EPOCH   -  2010.00
 DL3962* NAVD 88 ORTHO HEIGHT -   277.649 (meters)      910.92  (feet) ADJUSTED
 DL3962  ______________________________________________________________________
 DL3962  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 DL3962  NAD 83(2011) X  -    415,934.482 (meters)                     COMP
 DL3962  NAD 83(2011) Y  - -4,699,069.360 (meters)                     COMP
 DL3962  NAD 83(2011) Z  -  4,278,564.933 (meters)                     COMP
 DL3962  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DL3962  DYNAMIC HEIGHT  -        277.558 (meters)      910.62  (feet) COMP
 DL3962  MODELED GRAVITY -    980,287.5   (mgal)                       NAVD 88
 DL3962
 DL3962  VERT ORDER      -  FIRST     CLASS II
 DL3962
 DL3962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3962  Standards:
 DL3962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3962  -------------------------------------------------------------------
 DL3962  NETWORK    0.37   0.61           0.17   0.12   0.31     -0.02644260
 DL3962  -------------------------------------------------------------------
 DL3962  Click here for local accuracies and other accuracy information.
 DL3962
 DL3962.The horizontal coordinates were established by GPS observations
 DL3962.and adjusted by the National Geodetic Survey in June 2012.
 DL3962
 DL3962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3962.been affixed to the stable North American tectonic plate. See 
 DL3962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3962
 DL3962.The horizontal coordinates are valid at the epoch date displayed above
 DL3962.which is a decimal equivalence of Year/Month/Day.
 DL3962
 DL3962.The orthometric height was determined by differential leveling and
 DL3962.adjusted by the NATIONAL GEODETIC SURVEY
 DL3962.in September 2009.
 DL3962
 DL3962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3962.GEOID18 height accuracy estimate available here.
 DL3962
 DL3962.Click photographs - Photos may exist for this station.
 DL3962
 DL3962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3962
 DL3962.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3962
 DL3962.The ellipsoidal height was determined by GPS observations
 DL3962.and is referenced to NAD 83.
 DL3962
 DL3962.The dynamic height is computed by dividing the NAVD 88
 DL3962.geopotential number by the normal gravity value computed on the
 DL3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3962.degrees latitude (g = 980.6199 gals.).
 DL3962
 DL3962.The modeled gravity was interpolated from observed gravity values.
 DL3962
 DL3962. The following values were computed from the NAD 83(2011) position.
 DL3962
 DL3962;                    North         East     Units Scale Factor Converg.
 DL3962;SPC MI S     -    99,972.117 3,952,660.306   MT  0.99994269   -0 23 28.8
 DL3962;SPC MI S     -   327,992.51 12,968,045.62   iFT  0.99994269   -0 23 28.8
 DL3962;UTM  16      - 4,696,082.012   669,399.737   MT  0.99995308   +1 23 17.6
 DL3962
 DL3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3962!SPC MI S     -   0.99996177  x   0.99994269  =   0.99990446
 DL3962!UTM  16      -   0.99996177  x   0.99995308  =   0.99991485
 DL3962
 DL3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6939996082(NAD 83)
 DL3962
 DL3962                          SUPERSEDED SURVEY CONTROL
 DL3962
 DL3962  NAD 83(2007)-  42 23 54.82994(N)    084 56 30.08905(W) AD(2002.00) B
 DL3962  ELLIP H (10/23/09)  243.808  (m)                       GP(2002.00) 3 1
 DL3962
 DL3962.Superseded values are not recommended for survey control.
 DL3962
 DL3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3962.See file dsdata.pdf to determine how the superseded data were derived.
 DL3962
 DL3962_MARKER: DD = SURVEY DISK
 DL3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3962_STAMPING: 13601 2008
 DL3962_MARK LOGO: MIDT
 DL3962_PROJECTION: FLUSH
 DL3962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3962+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2019
 DL3962
 DL3962  HISTORY     - Date     Condition        Report By
 DL3962  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3962  HISTORY     - 20191210 GOOD             MIDT
 DL3962
 DL3962                          STATION DESCRIPTION
 DL3962
 DL3962'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3962'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF DUCK LAKE, 5.0
 DL3962'MI (8.0 KM) SOUTHEAST OF BELLEVUE AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST
 DL3962'OF OLIVET.
 DL3962'
 DL3962'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH STATE
 DL3962'HIGHWAY 78 (BUTTERFIELD HIGHWAY) (EXIT 48), LOCATED APPROXIMATELY 3.3
 DL3962'MI (5.3 KM) EAST OF BELLEVUE, MI, GO EAST ON BUTTERFIELD HIGHWAY FOR
 DL3962'1.4 MI (2.3 KM) TO MARSHALL ROAD, TURN RIGHT AND GO SOUTHERLY ON
 DL3962'MARSHALL ROAD FOR 2.3 MI (3.7 KM) TO V-DRIVE, CONTINUE SOUTHERLY ON
 DL3962'MARSHALL ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DL3962'
 DL3962'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3962'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3962'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 240 FT
 DL3962'(73.2 M) NORTH OF EXTENDED CENTER OF DRIVEWAY OPENING --22393--, 18 FT
 DL3962'(5.5 M) EAST OF EDGE OF PAVEMENT OF MARSHALL ROAD, AND 3.3 FT (1.0 M)
 DL3962'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL3962
 DL3962                          STATION RECOVERY (2019)
 DL3962
 DL3962'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (JB)
 DL3962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3963 ***********************************************************************
 DL3963  DESIGNATION -  13602
 DL3963  PID         -  DL3963
 DL3963  STATE/COUNTY-  MI/CALHOUN
 DL3963  COUNTRY     -  US
 DL3963  USGS QUAD   -  OLIVET (2017)
 DL3963
 DL3963                         *CURRENT SURVEY CONTROL
 DL3963  ______________________________________________________________________
 DL3963* NAD 83(1986) POSITION- 42 22 36.34   (N) 084 56 24.21   (W)   HD_HELD1
 DL3963* NAVD 88 ORTHO HEIGHT -   280.067 (meters)      918.85  (feet) ADJUSTED
 DL3963  ______________________________________________________________________
 DL3963  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 DL3963  DYNAMIC HEIGHT  -        279.975 (meters)      918.55  (feet) COMP
 DL3963  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 DL3963
 DL3963  VERT ORDER      -  FIRST     CLASS II
 DL3963
 DL3963.The horizontal coordinates were determined by differentially corrected
 DL3963.hand held GPS observations or other comparable positioning techniques
 DL3963.and have an estimated accuracy of +/- 3 meters.
 DL3963
 DL3963.The orthometric height was determined by differential leveling and
 DL3963.adjusted by the NATIONAL GEODETIC SURVEY
 DL3963.in September 2009.
 DL3963
 DL3963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3963.GEOID18 height accuracy estimate available here.
 DL3963
 DL3963.Click photographs - Photos may exist for this station.
 DL3963
 DL3963.The dynamic height is computed by dividing the NAVD 88
 DL3963.geopotential number by the normal gravity value computed on the
 DL3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3963.degrees latitude (g = 980.6199 gals.).
 DL3963
 DL3963.The modeled gravity was interpolated from observed gravity values.
 DL3963
 DL3963;                    North         East    Units  Estimated Accuracy
 DL3963;SPC MI S     -    97,549.5   3,952,778.2     MT  (+/- 3 meters HH1 GPS) 
 DL3963
 DL3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6959293664(NAD 83)
 DL3963
 DL3963                          SUPERSEDED SURVEY CONTROL
 DL3963
 DL3963.No superseded survey control is available for this station.
 DL3963
 DL3963_MARKER: DD = SURVEY DISK
 DL3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3963_STAMPING: 13602 2008
 DL3963_MARK LOGO: MIDT
 DL3963_PROJECTION: FLUSH
 DL3963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3963+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2023
 DL3963
 DL3963  HISTORY     - Date     Condition        Report By
 DL3963  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3963  HISTORY     - 20230110 GOOD             MIDT
 DL3963
 DL3963                          STATION DESCRIPTION
 DL3963
 DL3963'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3963'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF MARSHALL, 6.1
 DL3963'MI (9.8 KM) SOUTHEAST OF BELLEVUE AND 4.5 MI (7.2 KM) SOUTH OF OLIVET.
 DL3963'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH N-DRIVE
 DL3963'(EXIT 42), LOCATED APPROXIMATELY 10.5 MI (16.9 KM) EAST-NORTHEAST OF
 DL3963'THE CITY OF BATTLE CREEK, MI, GO EAST ON N-DRIVE FOR 1.75 MI (2.8 KM)
 DL3963'TO MARSHALL ROAD, TURN LEFT AND GO NORTH ON MARSHALL ROAD FOR 1.6 MI
 DL3963'(2.6 KM) TO Q-DRIVE, CONTINUE NORTH ON MARSHALL ROAD FOR 0.4 MI (0.6
 DL3963'KM) TO THE STATION ON THE RIGHT.
 DL3963'
 DL3963'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3963'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3963'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 330 FT
 DL3963'(100.6 M) SOUTH OF R-DRIVE, 18 FT (5.5 M) EAST OF EDGE OF PAVEMENT OF
 DL3963'MARSHALL ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL3963'POST.
 DL3963
 DL3963                          STATION RECOVERY (2023)
 DL3963
 DL3963'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DL3963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3964 ***********************************************************************
 DL3964  DESIGNATION -  13603
 DL3964  PID         -  DL3964
 DL3964  STATE/COUNTY-  MI/CALHOUN
 DL3964  COUNTRY     -  US
 DL3964  USGS QUAD   -  MARSHALL (2017)
 DL3964
 DL3964                         *CURRENT SURVEY CONTROL
 DL3964  ______________________________________________________________________
 DL3964* NAD 83(2011) POSITION- 42 20 55.44095(N) 084 56 50.98292(W)   ADJUSTED
 DL3964* NAD 83(2011) ELLIP HT-   257.272 (meters)        (06/27/12)   ADJUSTED
 DL3964* NAD 83(2011) EPOCH   -  2010.00
 DL3964* NAVD 88 ORTHO HEIGHT -   291.074 (meters)      954.97  (feet) ADJUSTED
 DL3964  ______________________________________________________________________
 DL3964  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 DL3964  NAD 83(2011) X  -    415,787.896 (meters)                     COMP
 DL3964  NAD 83(2011) Y  - -4,702,837.538 (meters)                     COMP
 DL3964  NAD 83(2011) Z  -  4,274,484.669 (meters)                     COMP
 DL3964  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DL3964  DYNAMIC HEIGHT  -        290.978 (meters)      954.65  (feet) COMP
 DL3964  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 DL3964
 DL3964  VERT ORDER      -  FIRST     CLASS II
 DL3964
 DL3964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3964  Standards:
 DL3964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3964  -------------------------------------------------------------------
 DL3964  NETWORK    0.33   0.61           0.15   0.11   0.31     -0.02311128
 DL3964  -------------------------------------------------------------------
 DL3964  Click here for local accuracies and other accuracy information.
 DL3964
 DL3964.The horizontal coordinates were established by GPS observations
 DL3964.and adjusted by the National Geodetic Survey in June 2012.
 DL3964
 DL3964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3964.been affixed to the stable North American tectonic plate. See 
 DL3964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3964
 DL3964.The horizontal coordinates are valid at the epoch date displayed above
 DL3964.which is a decimal equivalence of Year/Month/Day.
 DL3964
 DL3964.The orthometric height was determined by differential leveling and
 DL3964.adjusted by the NATIONAL GEODETIC SURVEY
 DL3964.in September 2009.
 DL3964
 DL3964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3964.GEOID18 height accuracy estimate available here.
 DL3964
 DL3964.Click photographs - Photos may exist for this station.
 DL3964
 DL3964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3964
 DL3964.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3964
 DL3964.The ellipsoidal height was determined by GPS observations
 DL3964.and is referenced to NAD 83.
 DL3964
 DL3964.The dynamic height is computed by dividing the NAVD 88
 DL3964.geopotential number by the normal gravity value computed on the
 DL3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3964.degrees latitude (g = 980.6199 gals.).
 DL3964
 DL3964.The modeled gravity was interpolated from observed gravity values.
 DL3964
 DL3964. The following values were computed from the NAD 83(2011) position.
 DL3964
 DL3964;                    North         East     Units Scale Factor Converg.
 DL3964;SPC MI S     -    94,440.658 3,952,144.305   MT  0.99995039   -0 23 43.0
 DL3964;SPC MI S     -   309,844.68 12,966,352.71   iFT  0.99995039   -0 23 43.0
 DL3964;UTM  16      - 4,690,537.169   669,055.693   MT  0.99995165   +1 22 58.7
 DL3964
 DL3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3964!SPC MI S     -   0.99995965  x   0.99995039  =   0.99991004
 DL3964!UTM  16      -   0.99995965  x   0.99995165  =   0.99991130
 DL3964
 DL3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6905590537(NAD 83)
 DL3964
 DL3964                          SUPERSEDED SURVEY CONTROL
 DL3964
 DL3964  NAD 83(2007)-  42 20 55.44121(N)    084 56 50.98358(W) AD(2002.00) B
 DL3964  ELLIP H (10/23/09)  257.290  (m)                       GP(2002.00) 3 1
 DL3964
 DL3964.Superseded values are not recommended for survey control.
 DL3964
 DL3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3964.See file dsdata.pdf to determine how the superseded data were derived.
 DL3964
 DL3964_MARKER: DD = SURVEY DISK
 DL3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3964_STAMPING: 13603 2008
 DL3964_MARK LOGO: MIDT
 DL3964_PROJECTION: FLUSH
 DL3964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3964+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2019
 DL3964
 DL3964  HISTORY     - Date     Condition        Report By
 DL3964  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3964  HISTORY     - 20191210 GOOD             MIDT
 DL3964
 DL3964                          STATION DESCRIPTION
 DL3964
 DL3964'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3964'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF
 DL3964'BELLEVUE, 6.5 MI (10.5 KM) SOUTH OF OLIVET AND 5.3 MI (8.5 KM) NORTH
 DL3964'OF MARSHALL.
 DL3964'
 DL3964'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH N-DRIVE
 DL3964'(EXIT 42), LOCATED APPROXIMATELY 10.5 MI (16.9 KM) EAST-NORTHEAST OF
 DL3964'THE CITY OF BATTLE CREEK, MI, GO EAST ON N-DRIVE FOR 1.75 MI (2.8 KM)
 DL3964'TO MARSHALL ROAD AND THE STATION ON THE LEFT.
 DL3964'
 DL3964'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3964'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3964'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 25 FT
 DL3964'(7.6 M) NORTH OF EDGE OF CURB OF N-DRIVE, 13 FT (4.0 M) WEST OF EDGE
 DL3964'OF PAVEMENT OF OLD HIGHWAY 27, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL3964'CARSONITE WITNESS POST.
 DL3964
 DL3964                          STATION RECOVERY (2019)
 DL3964
 DL3964'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (JB)
 DL3964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3965 ***********************************************************************
 DL3965  DESIGNATION -  13604
 DL3965  PID         -  DL3965
 DL3965  STATE/COUNTY-  MI/CALHOUN
 DL3965  COUNTRY     -  US
 DL3965  USGS QUAD   -  MARSHALL (2017)
 DL3965
 DL3965                         *CURRENT SURVEY CONTROL
 DL3965  ______________________________________________________________________
 DL3965* NAD 83(1986) POSITION- 42 20 59.72   (N) 084 58 47.00   (W)   HD_HELD1
 DL3965* NAVD 88 ORTHO HEIGHT -   290.648 (meters)      953.57  (feet) ADJUSTED
 DL3965  ______________________________________________________________________
 DL3965  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 DL3965  DYNAMIC HEIGHT  -        290.553 (meters)      953.26  (feet) COMP
 DL3965  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 DL3965
 DL3965  VERT ORDER      -  FIRST     CLASS II
 DL3965
 DL3965.The horizontal coordinates were determined by differentially corrected
 DL3965.hand held GPS observations or other comparable positioning techniques
 DL3965.and have an estimated accuracy of +/- 3 meters.
 DL3965
 DL3965.The orthometric height was determined by differential leveling and
 DL3965.adjusted by the NATIONAL GEODETIC SURVEY
 DL3965.in September 2009.
 DL3965
 DL3965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3965.GEOID18 height accuracy estimate available here.
 DL3965
 DL3965.Click photographs - Photos may exist for this station.
 DL3965
 DL3965.The dynamic height is computed by dividing the NAVD 88
 DL3965.geopotential number by the normal gravity value computed on the
 DL3965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3965.degrees latitude (g = 980.6199 gals.).
 DL3965
 DL3965.The modeled gravity was interpolated from observed gravity values.
 DL3965
 DL3965;                    North         East    Units  Estimated Accuracy
 DL3965;SPC MI S     -    94,591.5   3,949,490.1     MT  (+/- 3 meters HH1 GPS) 
 DL3965
 DL3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6639890605(NAD 83)
 DL3965
 DL3965                          SUPERSEDED SURVEY CONTROL
 DL3965
 DL3965.No superseded survey control is available for this station.
 DL3965
 DL3965_MARKER: DD = SURVEY DISK
 DL3965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3965_STAMPING: 13604 2008
 DL3965_MARK LOGO: MIDT
 DL3965_PROJECTION: FLUSH
 DL3965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3965+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2008
 DL3965
 DL3965  HISTORY     - Date     Condition        Report By
 DL3965  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3965
 DL3965                          STATION DESCRIPTION
 DL3965
 DL3965'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3965'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF CERESCO,
 DL3965'6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF BELLEVUE AND 5.4 MI (8.7 KM) NORTH
 DL3965'OF MARSHALL.
 DL3965'
 DL3965'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH INTERSTATE 94,
 DL3965'2.4 MI (3.9 KM) NORTH OF MARSHALL, GO NORTH ON INTERSTATE 69 FOR 3.75
 DL3965'MI (6.0 KM) TO THE JUNCTION OF INTERSTATE 69 WITH N DRIVE (EXIT 42).
 DL3965'
 DL3965'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3965'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3965'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 46 FT
 DL3965'(14.0 M) WEST OF CENTER OF N-DRIVE NORTHBOUND ON-RAMP TO I-69, 9 FT
 DL3965'(2.7 M) NORTH OF EDGE OF PAVEMENT OF N-DRIVE, 4.5 FT (1.4 M) NORTH OF
 DL3965'A METAL GUARDRAIL, AD 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE
 DL3965'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3966 ***********************************************************************
 DL3966  DESIGNATION -  13605
 DL3966  PID         -  DL3966
 DL3966  STATE/COUNTY-  MI/CALHOUN
 DL3966  COUNTRY     -  US
 DL3966  USGS QUAD   -  MARSHALL (2017)
 DL3966
 DL3966                         *CURRENT SURVEY CONTROL
 DL3966  ______________________________________________________________________
 DL3966* NAD 83(1986) POSITION- 42 19 56.98   (N) 084 59 11.82   (W)   HD_HELD1
 DL3966* NAVD 88 ORTHO HEIGHT -   297.595 (meters)      976.36  (feet) ADJUSTED
 DL3966  ______________________________________________________________________
 DL3966  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 DL3966  DYNAMIC HEIGHT  -        297.497 (meters)      976.04  (feet) COMP
 DL3966  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 DL3966
 DL3966  VERT ORDER      -  FIRST     CLASS II
 DL3966
 DL3966.The horizontal coordinates were determined by differentially corrected
 DL3966.hand held GPS observations or other comparable positioning techniques
 DL3966.and have an estimated accuracy of +/- 3 meters.
 DL3966
 DL3966.The orthometric height was determined by differential leveling and
 DL3966.adjusted by the NATIONAL GEODETIC SURVEY
 DL3966.in September 2009.
 DL3966
 DL3966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3966.GEOID18 height accuracy estimate available here.
 DL3966
 DL3966.Click photographs - Photos may exist for this station.
 DL3966
 DL3966.The dynamic height is computed by dividing the NAVD 88
 DL3966.geopotential number by the normal gravity value computed on the
 DL3966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3966.degrees latitude (g = 980.6199 gals.).
 DL3966
 DL3966.The modeled gravity was interpolated from observed gravity values.
 DL3966
 DL3966;                    North         East    Units  Estimated Accuracy
 DL3966;SPC MI S     -    92,659.9   3,948,907.8     MT  (+/- 3 meters HH1 GPS) 
 DL3966
 DL3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6587688656(NAD 83)
 DL3966
 DL3966                          SUPERSEDED SURVEY CONTROL
 DL3966
 DL3966.No superseded survey control is available for this station.
 DL3966
 DL3966_MARKER: DD = SURVEY DISK
 DL3966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL3966_SP_SET: BRIDGE RETAINING WALL
 DL3966_STAMPING: 13605 2008
 DL3966_MARK LOGO: MIDT
 DL3966_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3966+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2024
 DL3966
 DL3966  HISTORY     - Date     Condition        Report By
 DL3966  HISTORY     - 20080708 MONUMENTED       COLEM
 DL3966  HISTORY     - 20240611 GOOD             MIDT
 DL3966
 DL3966                          STATION DESCRIPTION
 DL3966
 DL3966'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3966'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DL3966'BELLEVUE, 5.7 MI (9.2 KM) NORTHEAST OF CERESCO AND 4.3 MI (6.9 KM)
 DL3966'NORTH-NORTHWEST OF MARSHALL.
 DL3966'
 DL3966'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH INTERSTATE 94,
 DL3966'2.4 MI (3.9 KM) NORTH OF MARSHALL, GO NORTH ON INTERSTATE 69 FOR 2.5
 DL3966'MI (4.0 KM) TO THE JUNCTION OF INTERSTATE 69 WITH 16 MI (25.7 KM) ROAD
 DL3966'AND THE STATION ON THE RIGHT.
 DL3966'
 DL3966'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3966'MODERNIZATION MARK DISK SET IN THE SOUTHEAST RETAINING WALL OF THE
 DL3966'EAST ABUTMENT OF 15 1/2 MI (0.8 KM) ROAD BRIDGE --S02 OF 13074-- OVER
 DL3966'NORTHBOUND I-69.  THE STATION IS 2 FT (0.6 M) SOUTH OF EDGE OF CURB OF
 DL3966'15 1/2 MI (0.8 KM) ROAD AND 2 FT (0.6 M) SOUTH OF A METAL GUARDRAIL.
 DL3966
 DL3966                          STATION RECOVERY (2024)
 DL3966
 DL3966'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL3966'ON TOP OF SOUTH WEST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3967 ***********************************************************************
 DL3967  DESIGNATION -  13606
 DL3967  PID         -  DL3967
 DL3967  STATE/COUNTY-  MI/CALHOUN
 DL3967  COUNTRY     -  US
 DL3967  USGS QUAD   -  MARSHALL (2017)
 DL3967
 DL3967                         *CURRENT SURVEY CONTROL
 DL3967  ______________________________________________________________________
 DL3967* NAD 83(2011) POSITION- 42 19 10.18580(N) 084 59 37.48328(W)   ADJUSTED
 DL3967* NAD 83(2011) ELLIP HT-   260.107 (meters)        (06/27/12)   ADJUSTED
 DL3967* NAD 83(2011) EPOCH   -  2010.00
 DL3967* NAVD 88 ORTHO HEIGHT -   293.810 (meters)      963.94  (feet) ADJUSTED
 DL3967  ______________________________________________________________________
 DL3967  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 DL3967  NAD 83(2011) X  -    412,182.606 (meters)                     COMP
 DL3967  NAD 83(2011) Y  - -4,705,352.641 (meters)                     COMP
 DL3967  NAD 83(2011) Z  -  4,272,085.682 (meters)                     COMP
 DL3967  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DL3967  DYNAMIC HEIGHT  -        293.713 (meters)      963.62  (feet) COMP
 DL3967  MODELED GRAVITY -    980,284.0   (mgal)                       NAVD 88
 DL3967
 DL3967  VERT ORDER      -  FIRST     CLASS II
 DL3967
 DL3967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3967  Standards:
 DL3967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3967  -------------------------------------------------------------------
 DL3967  NETWORK    0.33   0.59           0.15   0.11   0.30     -0.02189911
 DL3967  -------------------------------------------------------------------
 DL3967  Click here for local accuracies and other accuracy information.
 DL3967
 DL3967.The horizontal coordinates were established by GPS observations
 DL3967.and adjusted by the National Geodetic Survey in June 2012.
 DL3967
 DL3967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3967.been affixed to the stable North American tectonic plate. See 
 DL3967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3967
 DL3967.The horizontal coordinates are valid at the epoch date displayed above
 DL3967.which is a decimal equivalence of Year/Month/Day.
 DL3967
 DL3967.The orthometric height was determined by differential leveling and
 DL3967.adjusted by the NATIONAL GEODETIC SURVEY
 DL3967.in September 2009.
 DL3967
 DL3967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3967.GEOID18 height accuracy estimate available here.
 DL3967
 DL3967.Click photographs - Photos may exist for this station.
 DL3967
 DL3967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3967
 DL3967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3967
 DL3967.The ellipsoidal height was determined by GPS observations
 DL3967.and is referenced to NAD 83.
 DL3967
 DL3967.The dynamic height is computed by dividing the NAVD 88
 DL3967.geopotential number by the normal gravity value computed on the
 DL3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3967.degrees latitude (g = 980.6199 gals.).
 DL3967
 DL3967.The modeled gravity was interpolated from observed gravity values.
 DL3967
 DL3967. The following values were computed from the NAD 83(2011) position.
 DL3967
 DL3967;                    North         East     Units Scale Factor Converg.
 DL3967;SPC MI S     -    91,220.537 3,948,309.542   MT  0.99995526   -0 25 36.3
 DL3967;SPC MI S     -   299,279.98 12,953,771.46   iFT  0.99995526   -0 25 36.3
 DL3967;UTM  16      - 4,687,199.646   665,322.720   MT  0.99993630   +1 21 03.8
 DL3967
 DL3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3967!SPC MI S     -   0.99995921  x   0.99995526  =   0.99991447
 DL3967!UTM  16      -   0.99995921  x   0.99993630  =   0.99989551
 DL3967
 DL3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6532287199(NAD 83)
 DL3967
 DL3967                          SUPERSEDED SURVEY CONTROL
 DL3967
 DL3967  NAD 83(2007)-  42 19 10.18608(N)    084 59 37.48395(W) AD(2002.00) B
 DL3967  ELLIP H (10/23/09)  260.126  (m)                       GP(2002.00) 3 1
 DL3967
 DL3967.Superseded values are not recommended for survey control.
 DL3967
 DL3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3967.See file dsdata.pdf to determine how the superseded data were derived.
 DL3967
 DL3967_MARKER: DD = SURVEY DISK
 DL3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3967_STAMPING: 13606 2008
 DL3967_MARK LOGO: MIDT
 DL3967_PROJECTION: FLUSH
 DL3967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3967+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2020
 DL3967
 DL3967  HISTORY     - Date     Condition        Report By
 DL3967  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3967  HISTORY     - 20200219 GOOD             MIDT
 DL3967
 DL3967                          STATION DESCRIPTION
 DL3967
 DL3967'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3967'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF BELLEVUE, 4.8
 DL3967'MI (7.7 KM) NORTHEAST OF CERESCO AND 3.6 MI (5.8 KM) NORTH-NORTHWEST
 DL3967'OF MARSHALL.
 DL3967'
 DL3967'TO REACH THE STATION FROM THE JUNCTION OF I-94 WITH OLD HIGHWAY 27
 DL3967'(EXIT 110), APPROXIMATELY 1.6 MI (2.6 KM) NORTH OF THE CITY OF
 DL3967'MARSHALL, MI, GO NORTH ON OLD HIGHWAY 27 FOR 0.2 MI (0.3 KM) TO
 DL3967'G-DRIVE, TURN LEFT AND GO WEST AND THEN NORTHERLY ON G-DRIVE FOR 2.0
 DL3967'MI (3.2 KM) TO J-DRIVE ON THE LEFT, TURN LEFT AND GO WEST ON J-DRIVE
 DL3967'FOR 0.55 MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DL3967'
 DL3967'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3967'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3967'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 44 FT
 DL3967'(13.4 M) WEST OF THE WEST END OF THE NORTHWEST RETAINING WALL OF
 DL3967'BRIDGE --S01 OF 13074--, 8 FT (2.4 M) NORTH OF EDGE OF PAVEMENT OF
 DL3967'J-DRIVE, 3.5 FT (1.1 M) NORTH OF A METAL GUARDRAIL, AND 3.3 FT (1.0 M)
 DL3967'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL3967
 DL3967                          STATION RECOVERY (2020)
 DL3967
 DL3967'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL3967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3968 ***********************************************************************
 DL3968  DESIGNATION -  13607
 DL3968  PID         -  DL3968
 DL3968  STATE/COUNTY-  MI/CALHOUN
 DL3968  COUNTRY     -  US
 DL3968  USGS QUAD   -  MARSHALL (2017)
 DL3968
 DL3968                         *CURRENT SURVEY CONTROL
 DL3968  ______________________________________________________________________
 DL3968* NAD 83(1986) POSITION- 42 17 52.13   (N) 084 59 49.92   (W)   HD_HELD1
 DL3968* NAVD 88 ORTHO HEIGHT -   292.132 (meters)      958.44  (feet) ADJUSTED
 DL3968  ______________________________________________________________________
 DL3968  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 DL3968  DYNAMIC HEIGHT  -        292.036 (meters)      958.12  (feet) COMP
 DL3968  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 DL3968
 DL3968  VERT ORDER      -  FIRST     CLASS II
 DL3968
 DL3968.The horizontal coordinates were determined by differentially corrected
 DL3968.hand held GPS observations or other comparable positioning techniques
 DL3968.and have an estimated accuracy of +/- 3 meters.
 DL3968
 DL3968.The orthometric height was determined by differential leveling and
 DL3968.adjusted by the NATIONAL GEODETIC SURVEY
 DL3968.in September 2009.
 DL3968
 DL3968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3968.GEOID18 height accuracy estimate available here.
 DL3968
 DL3968.Click photographs - Photos may exist for this station.
 DL3968
 DL3968.The dynamic height is computed by dividing the NAVD 88
 DL3968.geopotential number by the normal gravity value computed on the
 DL3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3968.degrees latitude (g = 980.6199 gals.).
 DL3968
 DL3968.The modeled gravity was interpolated from observed gravity values.
 DL3968
 DL3968;                    North         East    Units  Estimated Accuracy
 DL3968;SPC MI S     -    88,814.4   3,948,006.7     MT  (+/- 3 meters HH1 GPS) 
 DL3968
 DL3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6509484785(NAD 83)
 DL3968
 DL3968                          SUPERSEDED SURVEY CONTROL
 DL3968
 DL3968.No superseded survey control is available for this station.
 DL3968
 DL3968_MARKER: DD = SURVEY DISK
 DL3968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL3968_SP_SET: BRIDGE WING WALL
 DL3968_STAMPING: 13607 2008
 DL3968_MARK LOGO: MIDT
 DL3968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3968+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2023
 DL3968
 DL3968  HISTORY     - Date     Condition        Report By
 DL3968  HISTORY     - 20080708 MONUMENTED       COLEM
 DL3968  HISTORY     - 20230625 GOOD             SPICE
 DL3968
 DL3968                          STATION DESCRIPTION
 DL3968
 DL3968'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3968'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF BATTLE CREEK,
 DL3968'3.7 MI (6.0 KM) EAST-NORTHEAST OF CERESCO AND 2.5 MI (4.0 KM)
 DL3968'NORTHWEST OF MARSHALL.
 DL3968'
 DL3968'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 WITH BUSINESS
 DL3968'INTERSTATE 94, 1 MI (1.6 KM) NORTHEAST OF MARSHALL, GO WEST ON
 DL3968'INTERSTATE 94 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF INTERSTATE 94
 DL3968'WITH INTERSTATE 69 AND THE STATION ON THE RIGHT.
 DL3968'
 DL3968'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3968'MODERNIZATION MARK DISK SET IN THE NORTHWEST WING WALL OF THE NORTH
 DL3968'ABUTMENT OF I-69 BRIDGE --S10 OF 13073-- OVER I-94.  THE STATION IS 6
 DL3968'FT (1.8 M) WEST OF A METAL GUARDRAIL, AND 5.5 FT (1.7 M) WEST OF EDGE
 DL3968'OF CURB OF SOUTHBOUND I-69.
 DL3968
 DL3968                          STATION RECOVERY (2023)
 DL3968
 DL3968'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2023 (BJE)
 DL3968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0535 ***********************************************************************
 RL0535  DESIGNATION -  1366
 RL0535  PID         -  RL0535
 RL0535  STATE/COUNTY-  MI/HOUGHTON
 RL0535  COUNTRY     -  US
 RL0535  USGS QUAD   -  SIDNAW (2017)
 RL0535
 RL0535                         *CURRENT SURVEY CONTROL
 RL0535  ______________________________________________________________________
 RL0535* NAD 83(1986) POSITION- 46 30 43.     (N) 088 43 48.     (W)   SCALED
 RL0535* NAVD 88 ORTHO HEIGHT -   417.370 (meters)     1369.32  (feet) ADJUSTED
 RL0535  ______________________________________________________________________
 RL0535  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 RL0535  DYNAMIC HEIGHT  -        417.381 (meters)     1369.36  (feet) COMP
 RL0535  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 RL0535
 RL0535  VERT ORDER      -  FIRST     CLASS II
 RL0535
 RL0535.The horizontal coordinates were scaled from a map and have
 RL0535.an estimated accuracy of +/- 6 seconds.
 RL0535
 RL0535.The orthometric height was determined by differential leveling and
 RL0535.adjusted by the NATIONAL GEODETIC SURVEY
 RL0535.in June 1991.
 RL0535
 RL0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0535.GEOID18 height accuracy estimate available here.
 RL0535
 RL0535.Click photographs - Photos may exist for this station.
 RL0535
 RL0535.The dynamic height is computed by dividing the NAVD 88
 RL0535.geopotential number by the normal gravity value computed on the
 RL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0535.degrees latitude (g = 980.6199 gals.).
 RL0535
 RL0535.The modeled gravity was interpolated from observed gravity values.
 RL0535
 RL0535;                    North         East    Units  Estimated Accuracy
 RL0535;SPC MI N     -   193,570.    7,867,250.      MT  (+/- 180 meters Scaled)
 RL0535
 RL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS672523(NAD 83)
 RL0535
 RL0535                          SUPERSEDED SURVEY CONTROL
 RL0535
 RL0535  NGVD 29 (??/??/92)  417.38   (m)         1369.4    (f) COMPUTED    1 2
 RL0535
 RL0535.Superseded values are not recommended for survey control.
 RL0535
 RL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0535.See file dsdata.pdf to determine how the superseded data were derived.
 RL0535
 RL0535_MARKER: P = PIPE CAP
 RL0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL0535_STAMPING: 1368
 RL0535_MARK LOGO: USGS
 RL0535_MAGNETIC: P = MARKER IS A STEEL PIPE
 RL0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0535
 RL0535  HISTORY     - Date     Condition        Report By
 RL0535  HISTORY     - 1911     MONUMENTED       USGS
 RL0535  HISTORY     - 1934     GOOD             CGS
 RL0535
 RL0535                          STATION DESCRIPTION
 RL0535
 RL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0535'1.3 MI NW FROM SIDNAW.
 RL0535'90 FEET WEST OF YARD LIMIT SIGNBOARD, 36 FEET SOUTH OF CENTER
 RL0535'OF TRACK, 1 MILE WEST OF MP 363 ON THE CHICAGO MILWAUKEE ST PAUL
 RL0535'AND PACIFIC RR, 5 FEET NORTH OF SOUTH EDGE OF 150-FOOT LONGFILL,
 RL0535'25 FEET NORTHWEST OF 10 IN FIR TREE, 8 IN ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0557 ***********************************************************************
 NF0557  DESIGNATION -  138 1/2
 NF0557  PID         -  NF0557
 NF0557  STATE/COUNTY-  MI/CASS
 NF0557  COUNTRY     -  US
 NF0557  USGS QUAD   -  MARCELLUS (2017)
 NF0557
 NF0557                         *CURRENT SURVEY CONTROL
 NF0557  ______________________________________________________________________
 NF0557* NAD 83(1986) POSITION- 42 03 01.     (N) 085 46 15.     (W)   SCALED
 NF0557* NAVD 88 ORTHO HEIGHT -   272.207 (meters)      893.07  (feet) ADJUSTED
 NF0557  ______________________________________________________________________
 NF0557  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 NF0557  DYNAMIC HEIGHT  -        272.116 (meters)      892.77  (feet) COMP
 NF0557  MODELED GRAVITY -    980,280.3   (mgal)                       NAVD 88
 NF0557
 NF0557  VERT ORDER      -  SECOND    CLASS 0
 NF0557
 NF0557.The horizontal coordinates were scaled from a map and have
 NF0557.an estimated accuracy of +/- 6 seconds.
 NF0557
 NF0557.The orthometric height was determined by differential leveling and
 NF0557.adjusted by the NATIONAL GEODETIC SURVEY
 NF0557.in June 1991.
 NF0557
 NF0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0557.GEOID18 height accuracy estimate available here.
 NF0557
 NF0557.Click photographs - Photos may exist for this station.
 NF0557
 NF0557.The dynamic height is computed by dividing the NAVD 88
 NF0557.geopotential number by the normal gravity value computed on the
 NF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0557.degrees latitude (g = 980.6199 gals.).
 NF0557
 NF0557.The modeled gravity was interpolated from observed gravity values.
 NF0557
 NF0557;                    North         East    Units  Estimated Accuracy
 NF0557;SPC MI S     -    62,090.    3,883,760.      MT  (+/- 180 meters Scaled)
 NF0557
 NF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM017560(NAD 83)
 NF0557
 NF0557                          SUPERSEDED SURVEY CONTROL
 NF0557
 NF0557  NGVD 29 (??/??/92)  272.340  (m)          893.50   (f) ADJ UNCH    2 0
 NF0557
 NF0557.Superseded values are not recommended for survey control.
 NF0557
 NF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0557.See file dsdata.pdf to determine how the superseded data were derived.
 NF0557
 NF0557_MARKER: DD = SURVEY DISK
 NF0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0557_STAMPING: BM 138 1/2
 NF0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0557+STABILITY: SURFACE MOTION
 NF0557
 NF0557  HISTORY     - Date     Condition        Report By
 NF0557  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0557  HISTORY     - 1934     GOOD             CGS
 NF0557  HISTORY     - 20041216 GOOD             MIDT
 NF0557
 NF0557                          STATION DESCRIPTION
 NF0557
 NF0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0557'2.7 MI NE FROM MARCELLUS.
 NF0557'2.7 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0557'MARCELLUS, CASS COUNTY, 0.7 MILE SOUTHWEST OF A ROAD CROSSING,
 NF0557'15 YARDS NORTHWEST OF THE WEST RAIL, 1.5 FEET SOUTHEAST OF THE
 NF0557'RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE TOP OF THE
 NF0557'RAIL.  A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED
 NF0557'B.M. 138 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0557'6 INCHES ABOVE GROUND.
 NF0557
 NF0557                          STATION RECOVERY (2004)
 NF0557
 NF0557'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (GRH)
 NF0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0559 ***********************************************************************
 NF0559  DESIGNATION -  139 1/2
 NF0559  PID         -  NF0559
 NF0559  STATE/COUNTY-  MI/ST JOSEPH
 NF0559  COUNTRY     -  US
 NF0559  USGS QUAD   -  MARCELLUS (2017)
 NF0559
 NF0559                         *CURRENT SURVEY CONTROL
 NF0559  ______________________________________________________________________
 NF0559* NAD 83(1986) POSITION- 42 03 33.     (N) 085 45 19.     (W)   SCALED
 NF0559* NAVD 88 ORTHO HEIGHT -   267.599 (meters)      877.95  (feet) ADJUSTED
 NF0559  ______________________________________________________________________
 NF0559  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 NF0559  DYNAMIC HEIGHT  -        267.510 (meters)      877.66  (feet) COMP
 NF0559  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 NF0559
 NF0559  VERT ORDER      -  SECOND    CLASS 0
 NF0559
 NF0559.The horizontal coordinates were scaled from a map and have
 NF0559.an estimated accuracy of +/- 6 seconds.
 NF0559
 NF0559.The orthometric height was determined by differential leveling and
 NF0559.adjusted by the NATIONAL GEODETIC SURVEY
 NF0559.in June 1991.
 NF0559
 NF0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0559.GEOID18 height accuracy estimate available here.
 NF0559
 NF0559.Click photographs - Photos may exist for this station.
 NF0559
 NF0559.The dynamic height is computed by dividing the NAVD 88
 NF0559.geopotential number by the normal gravity value computed on the
 NF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0559.degrees latitude (g = 980.6199 gals.).
 NF0559
 NF0559.The modeled gravity was interpolated from observed gravity values.
 NF0559
 NF0559;                    North         East    Units  Estimated Accuracy
 NF0559;SPC MI S     -    63,060.    3,885,060.      MT  (+/- 180 meters Scaled)
 NF0559
 NF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM029570(NAD 83)
 NF0559
 NF0559                          SUPERSEDED SURVEY CONTROL
 NF0559
 NF0559  NGVD 29 (??/??/92)  267.733  (m)          878.39   (f) ADJ UNCH    2 0
 NF0559
 NF0559.Superseded values are not recommended for survey control.
 NF0559
 NF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0559.See file dsdata.pdf to determine how the superseded data were derived.
 NF0559
 NF0559_MARKER: DD = SURVEY DISK
 NF0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0559_STAMPING: BM 139 1/2
 NF0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0559+STABILITY: SURFACE MOTION
 NF0559
 NF0559  HISTORY     - Date     Condition        Report By
 NF0559  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0559  HISTORY     - 1934     GOOD             CGS
 NF0559  HISTORY     - 20000816 GOOD             MI-159
 NF0559
 NF0559                          STATION DESCRIPTION
 NF0559
 NF0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0559'0.8 MI SW FROM CHAMBERLAINS.
 NF0559'0.8 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0559'CHAMBERLAINS, ST. JOSEPH COUNTY, 40 FEET NORTHWEST OF THE WEST
 NF0559'RAIL, BETWEEN TWO SMALL GROVES OF TREES, 24 FEET SOUTHEAST OF
 NF0559'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE TOP OF THE
 NF0559'RAIL.  A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED
 NF0559'B.M. 139 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0559'6 INCHES ABOVE GROUND.
 NF0559
 NF0559                          STATION RECOVERY (2000)
 NF0559
 NF0559'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0559'COULD BE USED FOR GPS WITH TRIMMING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6823 ***********************************************************************
 AA6823  DESIGNATION -  14 1
 AA6823  PID         -  AA6823
 AA6823  STATE/COUNTY-  MI/WAYNE
 AA6823  COUNTRY     -  US
 AA6823  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6823
 AA6823                         *CURRENT SURVEY CONTROL
 AA6823  ______________________________________________________________________
 AA6823* NAD 83(2011) POSITION- 42 13 34.73296(N) 083 16 44.49437(W)   ADJUSTED
 AA6823* NAD 83(2011) ELLIP HT-   154.788 (meters)        (06/27/12)   ADJUSTED
 AA6823* NAD 83(2011) EPOCH   -  2010.00
 AA6823* NAVD 88 ORTHO HEIGHT -   189.3   (meters)      621.    (feet) GPS OBS
 AA6823  ______________________________________________________________________
 AA6823  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6823  GEOID HEIGHT    -         -34.42 (meters)                     GEOID93
 AA6823  GEOID HEIGHT    -        -34.533 (meters)                     GEOID18
 AA6823  NAD 83(2011) X  -    553,602.171 (meters)                     COMP
 AA6823  NAD 83(2011) Y  - -4,697,749.207 (meters)                     COMP
 AA6823  NAD 83(2011) Z  -  4,264,355.780 (meters)                     COMP
 AA6823  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 AA6823
 AA6823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6823  Standards:
 AA6823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6823  -------------------------------------------------------------------
 AA6823  NETWORK    0.76   0.76           0.35   0.25   0.39     -0.01989009
 AA6823  -------------------------------------------------------------------
 AA6823  Click here for local accuracies and other accuracy information.
 AA6823
 AA6823.The horizontal coordinates were established by GPS observations
 AA6823.and adjusted by the National Geodetic Survey in June 2012.
 AA6823
 AA6823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6823.been affixed to the stable North American tectonic plate. See 
 AA6823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6823
 AA6823.The horizontal coordinates are valid at the epoch date displayed above
 AA6823.which is a decimal equivalence of Year/Month/Day.
 AA6823
 AA6823.The orthometric height was determined by GPS observations and a
 AA6823.high-resolution geoid model.
 AA6823
 AA6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6823.GEOID18 height accuracy estimate available here.
 AA6823
 AA6823.Click photographs - Photos may exist for this station.
 AA6823
 AA6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6823
 AA6823.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6823
 AA6823.The ellipsoidal height was determined by GPS observations
 AA6823.and is referenced to NAD 83.
 AA6823
 AA6823. The following values were computed from the NAD 83(2011) position.
 AA6823
 AA6823;                    North         East     Units Scale Factor Converg.
 AA6823;SPC MI S     -    81,257.923 4,089,786.868   MT  0.99997249   +0 44 24.6
 AA6823;SPC MI S     -   266,594.24 13,417,935.92   iFT  0.99997249   +0 44 24.6
 AA6823;UTM  17      - 4,677,418.759   311,921.849   MT  1.00003526   -1 31 55.5
 AA6823
 AA6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6823!SPC MI S     -   0.99997572  x   0.99997249  =   0.99994821
 AA6823!UTM  17      -   0.99997572  x   1.00003526  =   1.00001098
 AA6823
 AA6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1192177418(NAD 83)
 AA6823
 AA6823                          SUPERSEDED SURVEY CONTROL
 AA6823
 AA6823  NAD 83(2007)-  42 13 34.73337(N)    083 16 44.49529(W) AD(2002.00) 0
 AA6823  ELLIP H (02/10/07)  154.784  (m)                       GP(2002.00)    
 AA6823  ELLIP H (07/12/02)  154.830  (m)                       GP(       ) 4 1
 AA6823  NAD 83(1994)-  42 13 34.73296(N)    083 16 44.49476(W) AD(       ) 1
 AA6823  ELLIP H (02/03/97)  154.872  (m)                       GP(       ) 4 1
 AA6823  NAD 83(1986)-  42 13 34.74007(N)    083 16 44.52331(W) AD(       ) 1
 AA6823
 AA6823.Superseded values are not recommended for survey control.
 AA6823
 AA6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6823.See file dsdata.pdf to determine how the superseded data were derived.
 AA6823
 AA6823_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6823_STAMPING: 14-1 1994
 AA6823_MARK LOGO: MI-163
 AA6823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6823+STABILITY: SURFACE MOTION
 AA6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6823+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2009
 AA6823
 AA6823  HISTORY     - Date     Condition        Report By
 AA6823  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6823  HISTORY     - 20050501 GOOD             INDIV
 AA6823  HISTORY     - 20061205 GOOD             INDIV
 AA6823  HISTORY     - 20081223 GOOD             INDIV
 AA6823  HISTORY     - 20091024 GOOD             INDIV
 AA6823
 AA6823                          STATION DESCRIPTION
 AA6823
 AA6823'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6823'STATION IS LOCATED IN TAYLOR, MICHIGAN ON GODDARD ROAD AT WESTLAKE
 AA6823'STREET. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND
 AA6823'GODDARD ROAD PROCEED WEST 0.5 MILESON GODDARD TO WESTLAKE STREET AND
 AA6823'THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS 'WAYNE
 AA6823'COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6823'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF GODDARD ROAD IS S 0
 AA6823'E, 39.44 FEET, CENTERLINE OF WESTLAKE IS N 90 W, 45.36 FEET,   SOUTH
 AA6823'EDGE OF WALK IS N 0 W, 15.03 FEET,  A LIGHT POLE IS S 80 E, 15.37
 AA6823'FEET.
 AA6823
 AA6823                          STATION RECOVERY (2005)
 AA6823
 AA6823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6823'RECOVERED IN GOOD CONDITION.
 AA6823
 AA6823                          STATION RECOVERY (2006)
 AA6823
 AA6823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6823'RECOVERED IN GOOD CONDITION.
 AA6823
 AA6823                          STATION RECOVERY (2008)
 AA6823
 AA6823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6823'RECOVERED IN GOOD CONDITION.
 AA6823
 AA6823                          STATION RECOVERY (2009)
 AA6823
 AA6823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6813 ***********************************************************************
 AA6813  DESIGNATION -  14 2
 AA6813  PID         -  AA6813
 AA6813  STATE/COUNTY-  MI/WAYNE
 AA6813  COUNTRY     -  US
 AA6813  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6813
 AA6813                         *CURRENT SURVEY CONTROL
 AA6813  ______________________________________________________________________
 AA6813* NAD 83(2011) POSITION- 42 11 01.59596(N) 083 15 29.14994(W)   ADJUSTED
 AA6813* NAD 83(2011) ELLIP HT-   151.585 (meters)        (06/27/12)   ADJUSTED
 AA6813* NAD 83(2011) EPOCH   -  2010.00
 AA6813* NAVD 88 ORTHO HEIGHT -   186.2   (meters)      611.    (feet) GPS OBS
 AA6813  ______________________________________________________________________
 AA6813  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6813  GEOID HEIGHT    -         -34.54 (meters)                     GEOID93
 AA6813  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 AA6813  NAD 83(2011) X  -    555,690.500 (meters)                     COMP
 AA6813  NAD 83(2011) Y  - -4,700,696.639 (meters)                     COMP
 AA6813  NAD 83(2011) Z  -  4,260,853.514 (meters)                     COMP
 AA6813  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 AA6813
 AA6813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6813  Standards:
 AA6813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6813  -------------------------------------------------------------------
 AA6813  NETWORK    0.78   0.80           0.36   0.26   0.41      0.01839759
 AA6813  -------------------------------------------------------------------
 AA6813  Click here for local accuracies and other accuracy information.
 AA6813
 AA6813.The horizontal coordinates were established by GPS observations
 AA6813.and adjusted by the National Geodetic Survey in June 2012.
 AA6813
 AA6813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6813.been affixed to the stable North American tectonic plate. See 
 AA6813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6813
 AA6813.The horizontal coordinates are valid at the epoch date displayed above
 AA6813.which is a decimal equivalence of Year/Month/Day.
 AA6813
 AA6813.The orthometric height was determined by GPS observations and a
 AA6813.high-resolution geoid model.
 AA6813
 AA6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6813.GEOID18 height accuracy estimate available here.
 AA6813
 AA6813.Click photographs - Photos may exist for this station.
 AA6813
 AA6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6813
 AA6813.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6813
 AA6813.The ellipsoidal height was determined by GPS observations
 AA6813.and is referenced to NAD 83.
 AA6813
 AA6813. The following values were computed from the NAD 83(2011) position.
 AA6813
 AA6813;                    North         East     Units Scale Factor Converg.
 AA6813;SPC MI S     -    76,555.966 4,091,576.711   MT  0.99998122   +0 45 15.9
 AA6813;SPC MI S     -   251,167.87 13,423,808.11   iFT  0.99998122   +0 45 15.9
 AA6813;UTM  17      - 4,672,649.289   313,523.994   MT  1.00002788   -1 31 00.4
 AA6813
 AA6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6813!SPC MI S     -   0.99997623  x   0.99998122  =   0.99995745
 AA6813!UTM  17      -   0.99997623  x   1.00002788  =   1.00000411
 AA6813
 AA6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1352372649(NAD 83)
 AA6813
 AA6813                          SUPERSEDED SURVEY CONTROL
 AA6813
 AA6813  NAD 83(2007)-  42 11 01.59647(N)    083 15 29.15095(W) AD(2002.00) 0
 AA6813  ELLIP H (02/10/07)  151.576  (m)                       GP(2002.00)    
 AA6813  ELLIP H (07/12/02)  151.627  (m)                       GP(       ) 4 1
 AA6813  NAD 83(1994)-  42 11 01.59597(N)    083 15 29.15032(W) AD(       ) 1
 AA6813  ELLIP H (02/03/97)  151.668  (m)                       GP(       ) 4 1
 AA6813  NAD 83(1986)-  42 11 01.60324(N)    083 15 29.17931(W) AD(       ) 1
 AA6813
 AA6813.Superseded values are not recommended for survey control.
 AA6813
 AA6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6813.See file dsdata.pdf to determine how the superseded data were derived.
 AA6813
 AA6813_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6813_STAMPING: 14-2 1994
 AA6813_MARK LOGO: MI-163
 AA6813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6813+STABILITY: SURFACE MOTION
 AA6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6813+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 AA6813
 AA6813  HISTORY     - Date     Condition        Report By
 AA6813  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6813  HISTORY     - 20010911 GOOD             INDIV
 AA6813  HISTORY     - 20030402 GOOD             INDIV
 AA6813  HISTORY     - 20061109 GOOD             INDIV
 AA6813
 AA6813                          STATION DESCRIPTION
 AA6813
 AA6813'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6813'STATION IS LOCATED APPROXIMATELY 3 MILESWEST OF RIVERVIEW, MICHIGAN ON
 AA6813'PENNSYLVANIA ROAD ABOUT 1/2 MILE EAST OF TELEGRAPH ROAD. TO REACH FROM
 AA6813'THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND PENNSYLVANIA ROAD,
 AA6813'PROCEED EAST ON PENNSYLVANIA ROAD FOR 0.45 MILESTO THE STATION ON THE
 AA6813'LEFT AND BEING JUST WEST OF THE BUILDING AT 23051 PENNSYLVANIA ROAD.
 AA6813'THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12
 AA6813'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6813'OF PENNSYLVANIA ROAD IS S 0 E, 43.18 FEET, A HYDRANT IS N 90 E, 65.61
 AA6813'FEET, A POLE IS N 10 W, 6.18 FEET, A CENTERLINE OF MANHOLE IS S 50 W,
 AA6813'4.69 FEET.
 AA6813
 AA6813                          STATION RECOVERY (2001)
 AA6813
 AA6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6813'RECOVERED IN GOOD CONDITION.
 AA6813
 AA6813                          STATION RECOVERY (2003)
 AA6813
 AA6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6813'RECOVERED IN GOOD CONDITION.
 AA6813
 AA6813                          STATION RECOVERY (2006)
 AA6813
 AA6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1278 ***********************************************************************
 RJ1278  DESIGNATION -  14 A C4W 026
 RJ1278  PID         -  RJ1278
 RJ1278  STATE/COUNTY-  MI/CHIPPEWA
 RJ1278  COUNTRY     -  US
 RJ1278  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1278
 RJ1278                         *CURRENT SURVEY CONTROL
 RJ1278  ______________________________________________________________________
 RJ1278* NAD 83(1994) POSITION- 46 26 01.36711(N) 084 14 30.68439(W)   ADJUSTED
 RJ1278* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 RJ1278  ______________________________________________________________________
 RJ1278  GEOID HEIGHT    -        -36.651 (meters)                     GEOID18
 RJ1278  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 RJ1278  HORZ ORDER      -  SECOND
 RJ1278
 RJ1278.The horizontal coordinates were established by classical geodetic methods
 RJ1278.and adjusted by the National Geodetic Survey in February 1997.
 RJ1278
 RJ1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1278
 RJ1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1278.GEOID18 height accuracy estimate available here.
 RJ1278
 RJ1278.Click photographs - Photos may exist for this station.
 RJ1278
 RJ1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1278
 RJ1278. The following values were computed from the NAD 83(1994) position.
 RJ1278
 RJ1278;                    North         East     Units Scale Factor Converg.
 RJ1278;SPC MI N     -   187,117.487 8,211,916.729   MT  0.99990618   +1 59 36.8
 RJ1278;SPC MI N     -   613,902.52 26,941,984.02   iFT  0.99990618   +1 59 36.8
 RJ1278;UTM  16      - 5,145,934.620   711,890.591   MT  1.00015192   +1 59 57.2
 RJ1278
 RJ1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1278!SPC MI N     -   0.99997792  x   0.99990618  =   0.99988410
 RJ1278!UTM  16      -   0.99997792  x   1.00015192  =   1.00012984
 RJ1278
 RJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1189045934(NAD 83)
 RJ1278
 RJ1278                          SUPERSEDED SURVEY CONTROL
 RJ1278
 RJ1278  NAD 83(1986)-  46 26 01.35701(N)    084 14 30.68407(W) AD(       ) 2
 RJ1278  NGVD 29 (02/08/93)  177.6    (m)          583.     (f) VERT ANG       
 RJ1278
 RJ1278.Superseded values are not recommended for survey control.
 RJ1278
 RJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1278.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1278
 RJ1278_MARKER: I = METAL ROD
 RJ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1278+STABILITY: SURFACE MOTION
 RJ1278
 RJ1278  HISTORY     - Date     Condition        Report By
 RJ1278  HISTORY     - 1986     MONUMENTED       NOS
 RJ1278  HISTORY     - 1988     SEE DESCRIPTION  USACE
 RJ1278
 RJ1278                          STATION DESCRIPTION
 RJ1278
 RJ1278'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1278'THE STATION IS LOCATED ON APPROXIMATELY MIDWAY OF THE WESTERN SIDE
 RJ1278'OF SUGAR ISLAND NEAR THE SHORELINE OF THE ST MARYS RIVER.
 RJ1278'
 RJ1278'TO REACH THE STATION FROM THE FERRY LANDING TO SUGAR ISLAND
 RJ1278'AT MISSION POINT GO SOUTHEAST BY BOAT FOR APPROXIMATELY 4.0 MILES
 RJ1278'TO AN AREA OF THE RIVER JUST WEST OF TWO SMALL ISLANDS.  AT THIS
 RJ1278'POINT HEAD EAST BETWEEN THE TWO ISLANDS FOR APPROXIMATELY 0.6 MILE
 RJ1278'TO THE SHORELINE AND THE AREA OF THE STATION JUST NORTHWEST FROM
 RJ1278'TWO WATERSIDE HOMES.  THE STATION HAD A UNIVERSAL ORANGE TRIANGLE
 RJ1278'OVER A TRIPOD WHICH HAD BEEN ERECTED BY THE ARMY CORPS OF ENGINEERS.
 RJ1278'
 RJ1278'THE STATION IS A THREE QUARTER INCH ROD DRIVEN INTO THE GROUND
 RJ1278'BY THE CORPS OF ENGINEERS AND COVERED BY A USE TRIPOD WITH AN ORANGE
 RJ1278'TRIANGLE.
 RJ1278'
 RJ1278'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1278'
 RJ1278'DESCRIBED BY R DECROIX.
 RJ1278
 RJ1278                          STATION RECOVERY (1988)
 RJ1278
 RJ1278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1278'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) SOUTHEAST OF SAULT STE
 RJ1278'MARIE,
 RJ1278'35.7 KM (22.2 MI) NORTHEAST OF RUDYARD, 55.5 KM (34.5 MI)
 RJ1278'NORTH-NORTHWEST OF DETOUR VILLAGE, IN LOT 4, OAK
 RJ1278'POINT PLAT, IN FRAC. SEC 36, T47N-R1E,
 RJ1278'ON SUGAR ISLAND.
 RJ1278'OWNERSHIP--IDA STEWART, TRUSTEE
 RJ1278'
 RJ1278'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1278'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO
 RJ1278'ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1278'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1278'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1278'TRAVEL BY BOAT DOWNRIVER FOR 1 HOUR ALONG THE LITTLE RAPIDS CHANNEL
 RJ1278'TO THE EASTERN SIDE OF THE RIVER TO SUGAR ISLAND AND THE
 RJ1278'STATION.
 RJ1278'
 RJ1278'THE STATION IS A 15 CM (6 IN) CONCRETE DISC WITH A WASHER AND NAIL
 RJ1278'MARKING THE CENTER, LOCATED 14.8 METERS (48.39 FT) FROM HAY LAKE
 RJ1278'REFERENCE MONUMENT AT A MAGNETIC AZIMUTH OF 28 DEGREE,
 RJ1278'11 METERS
 RJ1278'(36 FT) FROM THE BANK AND 22.3 METERS (73 FT) WEST FROM THE WATER,
 RJ1278'UNDER A PIPE TRIPOD.
 RJ1278'
 RJ1278'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0876 ***********************************************************************
 QK0876  DESIGNATION -  14 DM
 QK0876  PID         -  QK0876
 QK0876  STATE/COUNTY-  MI/CHEBOYGAN
 QK0876  COUNTRY     -  US
 QK0876  USGS QUAD   -  BURT LAKE (2017)
 QK0876
 QK0876                         *CURRENT SURVEY CONTROL
 QK0876  ______________________________________________________________________
 QK0876* NAD 83(1994) POSITION- 45 23 50.09712(N) 084 38 37.20513(W)   NO CHECK
 QK0876* NAVD 88 ORTHO HEIGHT -   202.78  (+/-2cm)      665.3   (feet) VERTCON3
 QK0876  ______________________________________________________________________
 QK0876  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 QK0876  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 QK0876  HORZ ORDER      -  THIRD
 QK0876  VERT ORDER      -  THIRD ? (See Below)
 QK0876
 QK0876.The horizontal coordinates were established by classical geodetic methods
 QK0876.and adjusted by the National Geodetic Survey in February 1997.
 QK0876
 QK0876.No horizontal observational check was made to the station.
 QK0876
 QK0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0876
 QK0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0876.GEOID18 height accuracy estimate available here.
 QK0876
 QK0876.The vertical order pertains to the NGVD 29 superseded value.
 QK0876
 QK0876.Click photographs - Photos may exist for this station.
 QK0876
 QK0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0876
 QK0876. The following values were computed from the NAD 83(1994) position.
 QK0876
 QK0876;                    North         East     Units Scale Factor Converg.
 QK0876;SPC MI C     -   231,234.112 5,978,312.017   MT  0.99994406   -0 11 44.4
 QK0876;SPC MI C     -   758,642.10 19,613,884.57   iFT  0.99994406   -0 11 44.4
 QK0876;UTM  16      - 5,029,782.170   684,426.570   MT  1.00001821   +1 40 41.4
 QK0876
 QK0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0876!SPC MI C     -   0.99997373  x   0.99994406  =   0.99991780
 QK0876!UTM  16      -   0.99997373  x   1.00001821  =   0.99999194
 QK0876
 QK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8442629782(NAD 83)
 QK0876
 QK0876                          SUPERSEDED SURVEY CONTROL
 QK0876
 QK0876  NAD 83(1986)-  45 23 50.09063(N)    084 38 37.20731(W) AD(       ) 3
 QK0876  NGVD 29             202.81   (m)          665.4    (f) LEVELING    3  
 QK0876
 QK0876.Superseded values are not recommended for survey control.
 QK0876
 QK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0876.See file dsdata.pdf to determine how the superseded data were derived.
 QK0876
 QK0876_MARKER: DB = BENCH MARK DISK
 QK0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0876_STAMPING: 14 DM 1956
 QK0876_MARK LOGO: USGS
 QK0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0876+STABILITY: SURFACE MOTION
 QK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0876+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 QK0876
 QK0876  HISTORY     - Date     Condition        Report By
 QK0876  HISTORY     - 1956     MONUMENTED       USGS
 QK0876  HISTORY     - 19900809 GOOD             LOCENG
 QK0876  HISTORY     - 19910809 GOOD             LOCENG
 QK0876  HISTORY     - 20091020 GOOD             WADTRI
 QK0876
 QK0876                          STATION DESCRIPTION
 QK0876
 QK0876'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (DN)
 QK0876'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST OF INDIAN
 QK0876'RIVER, ON THE SOUTH SIDE OF STATE ROUTE 68 AND ON PROPERTY OWNED BY
 QK0876'THE DEPT. OF NATURAL RESOURSES.
 QK0876'TO REACH FROM THE JUNCTION OF STATE ROUTE M 27, OLD U.S. ROUTE 27, AND
 QK0876'STATE ROUTE 68, GO WEST ON HIGHWAY 68 FOR 1.14 KM (0.71 MI) TO THE
 QK0876'MARK ON THE LEFT AS DESCRIBED.
 QK0876'THE STATION IS A BENCH MARK DISK SET PROJECTING 0.06 M (0.20 FT) .  IT
 QK0876'IS LOCATED 11.582 M (37.999 FT) WEST FROM A UTILITY POLE, 10.973 M
 QK0876'(36.001 FT) SOUTH FROM THE CENTER OF STATE ROUTE 68 AND 0.305 M
 QK0876'(1.001 FT) SOUTH FROM A CARSONITE WITNESS POST.
 QK0876'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KNIGHT 1956
 QK0876'1988, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QK0876'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.3 METERS.
 QK0876'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MIGHIGAN.
 QK0876
 QK0876                          STATION RECOVERY (1990)
 QK0876
 QK0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (DJG)
 QK0876'RECOVERED IN GOOD CONDITION. NOTE--MAY HAVE  BENT BRASS CAP, POWER
 QK0876'POLE APPROX 40 FT (12.2 M) EAST, APPROX 0.7 MILES (1.1 KM) WEST FROM
 QK0876'INTERSECTION OF STATE HIGHWAY M-68 AND US HIGHWAY 27, APPROX 40 FT
 QK0876'(12.2 M) SOUTH OF CENTERLINE OF HIGHWAY M-68 AND APROX 150 SOUTH OF A
 QK0876'DIRT ROAD.
 QK0876
 QK0876                          STATION RECOVERY (1991)
 QK0876
 QK0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DJG)
 QK0876'RECOVERED IN GOOD CONDITION. NOTE-- POWER POLE APPROX 40 FT (12.2 M)
 QK0876'EAST, APPROX 0.7 MILES (1.1 KM) WEST FROM INTERSECTION OF STATE
 QK0876'HIGHWAY M-68 AND US HIGHWAY 27, APPROX 40 FT (12.2 M) SOUTH OF
 QK0876'CENTERLINE OF HIGHWAY M-68 AND APROX 150 SOUTH OF A DIRT ROAD.
 QK0876
 QK0876                          STATION RECOVERY (2009)
 QK0876
 QK0876'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2009 (NLG)
 QK0876'RECOVERED IN GOOD CONDITION. NOTE -- DUE TO BUILDING OVERHANG
 QK0876'ACHEIVING ACCURATE MEASUREMENT ON BENCHMARK MAY BE DIFFICULT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0305 ***********************************************************************
 MC0305  DESIGNATION -  14 DTSRR
 MC0305  PID         -  MC0305
 MC0305  STATE/COUNTY-  MI/MONROE
 MC0305  COUNTRY     -  US
 MC0305  USGS QUAD   -  MONROE (2017)
 MC0305
 MC0305                         *CURRENT SURVEY CONTROL
 MC0305  ______________________________________________________________________
 MC0305* NAD 83(1986) POSITION- 41 52 42.     (N) 083 24 35.     (W)   SCALED
 MC0305* NAVD 88 ORTHO HEIGHT -   177.748 (meters)      583.16  (feet) ADJUSTED
 MC0305  ______________________________________________________________________
 MC0305  GEOID HEIGHT    -        -35.287 (meters)                     GEOID18
 MC0305  DYNAMIC HEIGHT  -        177.683 (meters)      582.95  (feet) COMP
 MC0305  MODELED GRAVITY -    980,254.9   (mgal)                       NAVD 88
 MC0305
 MC0305  VERT ORDER      -  FIRST     CLASS I
 MC0305
 MC0305.The horizontal coordinates were scaled from a map and have
 MC0305.an estimated accuracy of +/- 6 seconds.
 MC0305
 MC0305.The orthometric height was determined by differential leveling and
 MC0305.adjusted by the NATIONAL GEODETIC SURVEY
 MC0305.in June 1991.
 MC0305
 MC0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0305.GEOID18 height accuracy estimate available here.
 MC0305
 MC0305.Click photographs - Photos may exist for this station.
 MC0305
 MC0305.The dynamic height is computed by dividing the NAVD 88
 MC0305.geopotential number by the normal gravity value computed on the
 MC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0305.degrees latitude (g = 980.6199 gals.).
 MC0305
 MC0305.The modeled gravity was interpolated from observed gravity values.
 MC0305
 MC0305;                    North         East    Units  Estimated Accuracy
 MC0305;SPC MI S     -    42,480.    4,079,440.      MT  (+/- 180 meters Scaled)
 MC0305
 MC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG000390(NAD 83)
 MC0305
 MC0305                          SUPERSEDED SURVEY CONTROL
 MC0305
 MC0305  NGVD 29 (??/??/92)  177.920  (m)          583.73   (f) ADJ UNCH    1 1
 MC0305
 MC0305.Superseded values are not recommended for survey control.
 MC0305
 MC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0305.See file dsdata.pdf to determine how the superseded data were derived.
 MC0305
 MC0305_MARKER: DD = SURVEY DISK
 MC0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0305_SP_SET: CULVERT
 MC0305_STAMPING: BENCH MARK ELEV NO 14 USC AND G 1899
 MC0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0305
 MC0305  HISTORY     - Date     Condition        Report By
 MC0305  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0305  HISTORY     - 1968     GOOD             CGS
 MC0305  HISTORY     - 1973     GOOD             NGS
 MC0305
 MC0305                          STATION DESCRIPTION
 MC0305
 MC0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0305'2.6 MI SW FROM MONROE.
 MC0305'ABOUT 2.6 MILES SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE
 MC0305'PENN CENTRAL RAILROAD FROM THE CROSSING OF EAST FIRST STREET
 MC0305'AT MONROE, ABOUT 7 RAILS NORTHEAST OF THE CROSSING OF ALBAIN ROAD,
 MC0305'ALONG THE DETROIT AND TOLEDO SHORE LINE RAILROAD, ABOUT 6 RAILS
 MC0305'SOUTHWEST OF THE D AND T SL RR MILEPOST NO. 15, ABOUT 35 YARDS
 MC0305'SOUTHEAST OF THE PENN CENTRAL TRACK, SET ON THE TOP OF THE
 MC0305'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 15-FOOT BOX CULVERT
 MC0305'OVER LA PLAISANCE CREEK, 7.6 FEET SOUTHEAST OF THE SOUTHEAST
 MC0305'RAIL OF THE D AND T SL RR, AND 1 1/2 FEET BELOW THE LEVEL OF
 MC0305'THE TRACK.
 MC0305
 MC0305                          STATION RECOVERY (1973)
 MC0305
 MC0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0587 ***********************************************************************
 OJ0587  DESIGNATION -  14 PR RESET
 OJ0587  PID         -  OJ0587
 OJ0587  STATE/COUNTY-  MI/SAGINAW
 OJ0587  COUNTRY     -  US
 OJ0587  USGS QUAD   -  SAGINAW (2017)
 OJ0587
 OJ0587                         *CURRENT SURVEY CONTROL
 OJ0587  ______________________________________________________________________
 OJ0587* NAD 83(1986) POSITION- 43 24 12.     (N) 083 57 54.     (W)   SCALED
 OJ0587* NAVD 88 ORTHO HEIGHT -   184.907 (meters)      606.65  (feet) ADJUSTED
 OJ0587  ______________________________________________________________________
 OJ0587  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 OJ0587  DYNAMIC HEIGHT  -        184.868 (meters)      606.52  (feet) COMP
 OJ0587  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 OJ0587
 OJ0587  VERT ORDER      -  FIRST     CLASS 0
 OJ0587
 OJ0587.The horizontal coordinates were scaled from a map and have
 OJ0587.an estimated accuracy of +/- 6 seconds.
 OJ0587
 OJ0587.The orthometric height was determined by differential leveling and
 OJ0587.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0587.in June 1991.
 OJ0587
 OJ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0587.GEOID18 height accuracy estimate available here.
 OJ0587
 OJ0587.Click photographs - Photos may exist for this station.
 OJ0587
 OJ0587.The dynamic height is computed by dividing the NAVD 88
 OJ0587.geopotential number by the normal gravity value computed on the
 OJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0587.degrees latitude (g = 980.6199 gals.).
 OJ0587
 OJ0587.The modeled gravity was interpolated from observed gravity values.
 OJ0587
 OJ0587;                    North         East    Units  Estimated Accuracy
 OJ0587;SPC MI S     -   211,500.    4,032,540.      MT  (+/- 180 meters Scaled)
 OJ0587
 OJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ599098(NAD 83)
 OJ0587
 OJ0587                          SUPERSEDED SURVEY CONTROL
 OJ0587
 OJ0587.No superseded survey control is available for this station.
 OJ0587
 OJ0587_MARKER: DD = SURVEY DISK
 OJ0587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0587_SP_SET: ABUTMENT
 OJ0587_STAMPING: 14 PR 1966 RESET 1974
 OJ0587_MARK LOGO: USGS
 OJ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0587
 OJ0587  HISTORY     - Date     Condition        Report By
 OJ0587  HISTORY     - 1974     MONUMENTED       USGS
 OJ0587  HISTORY     - 1976     GOOD             NOS
 OJ0587  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OJ0587  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OJ0587
 OJ0587                          STATION DESCRIPTION
 OJ0587
 OJ0587'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0587'IN SAGINAW.
 OJ0587'ON THE EAST SIDE OF THE SAGINAW RIVER, 1.6 MILES SOUTHWEST ABUTMENT OF
 OJ0587'THE CENTER ST. BRIDGE OVER THE SAGINAW RIVER, 7.5 SOUTH OF CURB OF
 OJ0587'CENTER ST., 0.9 FT. WEST OF EAST FACE AND 0.5 FT. NORTH OF SOUTH FACE
 OJ0587'OF THE MOST EASTERLY SECTION OF ABUTMENT, BEING HIGHEST POINT OVER
 OJ0587'CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0587
 OJ0587                          STATION RECOVERY (1994)
 OJ0587
 OJ0587'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0587'MARK NOT FOUND.
 OJ0587
 OJ0587                          STATION RECOVERY (2001)
 OJ0587
 OJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0587'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0561 ***********************************************************************
 NF0561  DESIGNATION -  140 1/2
 NF0561  PID         -  NF0561
 NF0561  STATE/COUNTY-  MI/ST JOSEPH
 NF0561  COUNTRY     -  US
 NF0561  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0561
 NF0561                         *CURRENT SURVEY CONTROL
 NF0561  ______________________________________________________________________
 NF0561* NAD 83(1986) POSITION- 42 04 06.     (N) 085 44 24.     (W)   SCALED
 NF0561* NAVD 88 ORTHO HEIGHT -   269.283 (meters)      883.47  (feet) ADJUSTED
 NF0561  ______________________________________________________________________
 NF0561  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 NF0561  DYNAMIC HEIGHT  -        269.193 (meters)      883.18  (feet) COMP
 NF0561  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 NF0561
 NF0561  VERT ORDER      -  SECOND    CLASS 0
 NF0561
 NF0561.The horizontal coordinates were scaled from a map and have
 NF0561.an estimated accuracy of +/- 6 seconds.
 NF0561
 NF0561.The orthometric height was determined by differential leveling and
 NF0561.adjusted by the NATIONAL GEODETIC SURVEY
 NF0561.in June 1991.
 NF0561
 NF0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0561.GEOID18 height accuracy estimate available here.
 NF0561
 NF0561.Click photographs - Photos may exist for this station.
 NF0561
 NF0561.The dynamic height is computed by dividing the NAVD 88
 NF0561.geopotential number by the normal gravity value computed on the
 NF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0561.degrees latitude (g = 980.6199 gals.).
 NF0561
 NF0561.The modeled gravity was interpolated from observed gravity values.
 NF0561
 NF0561;                    North         East    Units  Estimated Accuracy
 NF0561;SPC MI S     -    64,060.    3,886,340.      MT  (+/- 180 meters Scaled)
 NF0561
 NF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM042581(NAD 83)
 NF0561
 NF0561                          SUPERSEDED SURVEY CONTROL
 NF0561
 NF0561  NGVD 29 (??/??/92)  269.417  (m)          883.91   (f) ADJ UNCH    2 0
 NF0561
 NF0561.Superseded values are not recommended for survey control.
 NF0561
 NF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0561.See file dsdata.pdf to determine how the superseded data were derived.
 NF0561
 NF0561_MARKER: DD = SURVEY DISK
 NF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0561_STAMPING: BM 140 1/2
 NF0561_MARK LOGO: GTWRR
 NF0561_PROJECTION: PROJECTING 15 CENTIMETERS
 NF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0561+STABILITY: SURFACE MOTION
 NF0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0561+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2022
 NF0561
 NF0561  HISTORY     - Date     Condition        Report By
 NF0561  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0561  HISTORY     - 1934     GOOD             CGS
 NF0561  HISTORY     - 20050706 GOOD             MIDT
 NF0561  HISTORY     - 20200721 GOOD             MIDT
 NF0561  HISTORY     - 20220315 GOOD             MIDT
 NF0561
 NF0561                          STATION DESCRIPTION
 NF0561
 NF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0561'0.2 MI E FROM CHAMBERLAINS.
 NF0561'0.2 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0561'CHAMBERLAINS, ST. JOSEPH COUNTY, 280 YARDS SOUTHWEST OF THE
 NF0561'COUNTY LINE HIGHWAY, 27 FEET NORTHWEST OF THE NORTH RAIL OF THE
 NF0561'NORTH TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 NF0561'LOWER THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0561'STANDARD DISK, STAMPED B.M. 140 1/2 AND SET IN THE TOP OF A
 NF0561'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0561
 NF0561                          STATION RECOVERY (2005)
 NF0561
 NF0561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005
 NF0561'RECOVERED IN GOOD CONDITION.
 NF0561
 NF0561                          STATION RECOVERY (2020)
 NF0561
 NF0561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 NF0561'5 FT (1.5 M) WEST OF 'WARNING DO NOT DIG, UNDERGROUND FACILITY' SIGN
 NF0561'NO. MI 02 2401.
 NF0561
 NF0561                          STATION RECOVERY (2022)
 NF0561
 NF0561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6820 ***********************************************************************
 AA6820  DESIGNATION -  140 150
 AA6820  PID         -  AA6820
 AA6820  STATE/COUNTY-  MI/WAYNE
 AA6820  COUNTRY     -  US
 AA6820  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6820
 AA6820                         *CURRENT SURVEY CONTROL
 AA6820  ______________________________________________________________________
 AA6820* NAD 83(2011) POSITION- 42 13 34.59954(N) 083 16 13.01142(W)   ADJUSTED
 AA6820* NAD 83(2011) ELLIP HT-   153.248 (meters)        (06/27/12)   ADJUSTED
 AA6820* NAD 83(2011) EPOCH   -  2010.00
 AA6820* NAVD 88 ORTHO HEIGHT -   187.8   (meters)      616.    (feet) GPS OBS
 AA6820  ______________________________________________________________________
 AA6820  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6820  GEOID HEIGHT    -         -34.43 (meters)                     GEOID93
 AA6820  GEOID HEIGHT    -        -34.540 (meters)                     GEOID18
 AA6820  NAD 83(2011) X  -    554,319.390 (meters)                     COMP
 AA6820  NAD 83(2011) Y  - -4,697,666.269 (meters)                     COMP
 AA6820  NAD 83(2011) Z  -  4,264,351.697 (meters)                     COMP
 AA6820  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 AA6820
 AA6820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6820  Standards:
 AA6820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6820  -------------------------------------------------------------------
 AA6820  NETWORK    0.86   0.82           0.40   0.28   0.42     -0.00120985
 AA6820  -------------------------------------------------------------------
 AA6820  Click here for local accuracies and other accuracy information.
 AA6820
 AA6820.The horizontal coordinates were established by GPS observations
 AA6820.and adjusted by the National Geodetic Survey in June 2012.
 AA6820
 AA6820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6820.been affixed to the stable North American tectonic plate. See 
 AA6820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6820
 AA6820.The horizontal coordinates are valid at the epoch date displayed above
 AA6820.which is a decimal equivalence of Year/Month/Day.
 AA6820
 AA6820.The orthometric height was determined by GPS observations and a
 AA6820.high-resolution geoid model.
 AA6820
 AA6820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6820.GEOID18 height accuracy estimate available here.
 AA6820
 AA6820.Click photographs - Photos may exist for this station.
 AA6820
 AA6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6820
 AA6820.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6820
 AA6820.The ellipsoidal height was determined by GPS observations
 AA6820.and is referenced to NAD 83.
 AA6820
 AA6820. The following values were computed from the NAD 83(2011) position.
 AA6820
 AA6820;                    North         East     Units Scale Factor Converg.
 AA6820;SPC MI S     -    81,263.171 4,090,508.820   MT  0.99997249   +0 44 46.0
 AA6820;SPC MI S     -   266,611.45 13,420,304.53   iFT  0.99997249   +0 44 46.0
 AA6820;UTM  17      - 4,677,395.377   312,643.486   MT  1.00003193   -1 31 34.4
 AA6820
 AA6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6820!SPC MI S     -   0.99997597  x   0.99997249  =   0.99994846
 AA6820!UTM  17      -   0.99997597  x   1.00003193  =   1.00000789
 AA6820
 AA6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1264377395(NAD 83)
 AA6820
 AA6820                          SUPERSEDED SURVEY CONTROL
 AA6820
 AA6820  NAD 83(2007)-  42 13 34.59997(N)    083 16 13.01233(W) AD(2002.00) 0
 AA6820  ELLIP H (02/10/07)  153.243  (m)                       GP(2002.00)    
 AA6820  ELLIP H (07/12/02)  153.291  (m)                       GP(       ) 4 1
 AA6820  NAD 83(1994)-  42 13 34.59955(N)    083 16 13.01179(W) AD(       ) 1
 AA6820  ELLIP H (02/03/97)  153.334  (m)                       GP(       ) 4 1
 AA6820  NAD 83(1986)-  42 13 34.60680(N)    083 16 13.04014(W) AD(       ) 1
 AA6820
 AA6820.Superseded values are not recommended for survey control.
 AA6820
 AA6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6820.See file dsdata.pdf to determine how the superseded data were derived.
 AA6820
 AA6820_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6820_STAMPING: 140-150 1960
 AA6820_MARK LOGO: MI-163
 AA6820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6820+STABILITY: SURFACE MOTION
 AA6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6820+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6820
 AA6820  HISTORY     - Date     Condition        Report By
 AA6820  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6820  HISTORY     - 20010904 GOOD             INDIV
 AA6820  HISTORY     - 20030402 GOOD             INDIV
 AA6820
 AA6820                          STATION DESCRIPTION
 AA6820
 AA6820'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6820'STATION IS LOCATED IN TAYLOR, MICHIGAN ON GODDARD ROAD AT COOPER
 AA6820'STREET. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND
 AA6820'GODDARD ROAD PROCEED WEST 0.05 MILESON GODDARD TO COOPER STREET AND
 AA6820'THE STATION IN THE SOUTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY
 AA6820'BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE
 AA6820'MONUMENT SET IN A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE TOP
 AA6820'OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE OF THE SIDEWALK.
 AA6820'GODDARD ROAD IS N 0 E, 55.5 FEET, CENTERLINE OF COOPER IS N 90 E, 30.7
 AA6820'FEET.
 AA6820
 AA6820                          STATION RECOVERY (2001)
 AA6820
 AA6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6820'RECOVERED IN GOOD CONDITION.
 AA6820
 AA6820                          STATION RECOVERY (2003)
 AA6820
 AA6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0562 ***********************************************************************
 NF0562  DESIGNATION -  141 1/2
 NF0562  PID         -  NF0562
 NF0562  STATE/COUNTY-  MI/KALAMAZOO
 NF0562  COUNTRY     -  US
 NF0562  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0562
 NF0562                         *CURRENT SURVEY CONTROL
 NF0562  ______________________________________________________________________
 NF0562* NAD 83(1986) POSITION- 42 04 37.     (N) 085 43 29.     (W)   SCALED
 NF0562* NAVD 88 ORTHO HEIGHT -   271.345 (meters)      890.24  (feet) ADJUSTED
 NF0562  ______________________________________________________________________
 NF0562  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 NF0562  DYNAMIC HEIGHT  -        271.255 (meters)      889.94  (feet) COMP
 NF0562  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 NF0562
 NF0562  VERT ORDER      -  SECOND    CLASS 0
 NF0562
 NF0562.The horizontal coordinates were scaled from a map and have
 NF0562.an estimated accuracy of +/- 6 seconds.
 NF0562
 NF0562.The orthometric height was determined by differential leveling and
 NF0562.adjusted by the NATIONAL GEODETIC SURVEY
 NF0562.in June 1991.
 NF0562
 NF0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0562.GEOID18 height accuracy estimate available here.
 NF0562
 NF0562.Click photographs - Photos may exist for this station.
 NF0562
 NF0562.The dynamic height is computed by dividing the NAVD 88
 NF0562.geopotential number by the normal gravity value computed on the
 NF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0562.degrees latitude (g = 980.6199 gals.).
 NF0562
 NF0562.The modeled gravity was interpolated from observed gravity values.
 NF0562
 NF0562;                    North         East    Units  Estimated Accuracy
 NF0562;SPC MI S     -    64,990.    3,887,620.      MT  (+/- 180 meters Scaled)
 NF0562
 NF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM054591(NAD 83)
 NF0562
 NF0562                          SUPERSEDED SURVEY CONTROL
 NF0562
 NF0562  NGVD 29 (??/??/92)  271.479  (m)          890.68   (f) ADJ UNCH    2 0
 NF0562
 NF0562.Superseded values are not recommended for survey control.
 NF0562
 NF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0562.See file dsdata.pdf to determine how the superseded data were derived.
 NF0562
 NF0562_MARKER: DD = SURVEY DISK
 NF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0562_STAMPING: BM 141 1/2
 NF0562_MARK LOGO: GTWRR
 NF0562_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0562+STABILITY: SURFACE MOTION
 NF0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0562+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2022
 NF0562
 NF0562  HISTORY     - Date     Condition        Report By
 NF0562  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0562  HISTORY     - 1934     GOOD             CGS
 NF0562  HISTORY     - 20220315 GOOD             MIDT
 NF0562
 NF0562                          STATION DESCRIPTION
 NF0562
 NF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0562'1.2 MI NE FROM CHAMBERLAINS.
 NF0562'IN KALAMAZOO COUNTY, 1.2 MILES NORTHEAST ALONG THE GRAND TRUNK
 NF0562'WESTERN RAILROAD FROM CHAMBERLAINS, ST. JOSEPH COUNTY, 145
 NF0562'YARDS NORTHEAST OF AN ELECTRIC LIGHT SIGNAL, 25 FEET NORTHWEST
 NF0562'OF THE NORTH RAIL OF THE NORTH TRACK, 1 FOOT SOUTH OF THE
 NF0562'RIGHT-OF-WAY FENCE, AND 3 FEET HIGHER THAN THE TOP OF THE RAIL.
 NF0562'A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED B.M.
 NF0562'141 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NF0562'ABOVE GROUND.
 NF0562
 NF0562                          STATION RECOVERY (2022)
 NF0562
 NF0562'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3089 ***********************************************************************
 AB3089  DESIGNATION -  14107
 AB3089  PID         -  AB3089
 AB3089  STATE/COUNTY-  MI/CASS
 AB3089  COUNTRY     -  US
 AB3089  USGS QUAD   -  MOTTVILLE (2017)
 AB3089
 AB3089                         *CURRENT SURVEY CONTROL
 AB3089  ______________________________________________________________________
 AB3089* NAD 83(2011) POSITION- 41 48 21.58728(N) 085 47 54.94677(W)   ADJUSTED
 AB3089* NAD 83(2011) ELLIP HT-   229.513 (meters)        (06/27/12)   ADJUSTED
 AB3089* NAD 83(2011) EPOCH   -  2010.00
 AB3089* NAVD 88 ORTHO HEIGHT -   262.777 (meters)      862.13  (feet) ADJUSTED
 AB3089  ______________________________________________________________________
 AB3089  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 AB3089  NAD 83(2011) X  -    348,844.519 (meters)                     COMP
 AB3089  NAD 83(2011) Y  - -4,748,765.674 (meters)                     COMP
 AB3089  NAD 83(2011) Z  -  4,229,718.986 (meters)                     COMP
 AB3089  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 AB3089  DYNAMIC HEIGHT  -        262.683 (meters)      861.82  (feet) COMP
 AB3089  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 AB3089
 AB3089  VERT ORDER      -  FIRST     CLASS II
 AB3089
 AB3089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3089  Standards:
 AB3089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3089  -------------------------------------------------------------------
 AB3089  NETWORK    0.73   1.43           0.32   0.27   0.73     -0.05745240
 AB3089  -------------------------------------------------------------------
 AB3089  Click here for local accuracies and other accuracy information.
 AB3089
 AB3089.The horizontal coordinates were established by GPS observations
 AB3089.and adjusted by the National Geodetic Survey in June 2012.
 AB3089
 AB3089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3089.been affixed to the stable North American tectonic plate. See 
 AB3089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3089
 AB3089.The horizontal coordinates are valid at the epoch date displayed above
 AB3089.which is a decimal equivalence of Year/Month/Day.
 AB3089
 AB3089.The orthometric height was determined by differential leveling and
 AB3089.adjusted by the NATIONAL GEODETIC SURVEY
 AB3089.in March 2005.
 AB3089
 AB3089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3089.GEOID18 height accuracy estimate available here.
 AB3089
 AB3089.Click photographs - Photos may exist for this station.
 AB3089
 AB3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3089
 AB3089.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3089
 AB3089.The ellipsoidal height was determined by GPS observations
 AB3089.and is referenced to NAD 83.
 AB3089
 AB3089.The dynamic height is computed by dividing the NAVD 88
 AB3089.geopotential number by the normal gravity value computed on the
 AB3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3089.degrees latitude (g = 980.6199 gals.).
 AB3089
 AB3089.The modeled gravity was interpolated from observed gravity values.
 AB3089
 AB3089. The following values were computed from the NAD 83(2011) position.
 AB3089
 AB3089;                    North         East     Units Scale Factor Converg.
 AB3089;SPC MI S     -    35,002.609 3,880,999.782   MT  1.00008255   -0 58 28.1
 AB3089;SPC MI S     -   114,837.96 12,732,938.92   iFT  1.00008255   -0 58 28.1
 AB3089;UTM  16      - 4,628,934.145   599,799.869   MT  0.99972256   +0 48 03.4
 AB3089
 AB3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3089!SPC MI S     -   0.99996400  x   1.00008255  =   1.00004655
 AB3089!UTM  16      -   0.99996400  x   0.99972256  =   0.99968657
 AB3089
 AB3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9979928934(NAD 83)
 AB3089
 AB3089                          SUPERSEDED SURVEY CONTROL
 AB3089
 AB3089  NAD 83(2007)-  41 48 21.58736(N)    085 47 54.94768(W) AD(2002.00) 0
 AB3089  ELLIP H (02/10/07)  229.529  (m)                       GP(2002.00)    
 AB3089  ELLIP H (07/12/02)  229.542  (m)                       GP(       ) 4 1
 AB3089  NAD 83(1994)-  41 48 21.58703(N)    085 47 54.94771(W) AD(       ) 1
 AB3089  ELLIP H (05/08/96)  229.560  (m)                       GP(       ) 1 1
 AB3089  NAVD 88 (05/08/96)  262.7    (m)  GEOID93  model used  GPS OBS        
 AB3089
 AB3089.Superseded values are not recommended for survey control.
 AB3089
 AB3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3089.See file dsdata.pdf to determine how the superseded data were derived.
 AB3089
 AB3089_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3089_STAMPING: 14107 1980
 AB3089_MARK LOGO: NONE
 AB3089_PROJECTION: FLUSH
 AB3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3089+STABILITY: SURFACE MOTION
 AB3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3089+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 AB3089
 AB3089  HISTORY     - Date     Condition        Report By
 AB3089  HISTORY     - 1980     MONUMENTED       MIDT
 AB3089  HISTORY     - 20030512 GOOD             NGS
 AB3089  HISTORY     - 20060525 GOOD             MIDT
 AB3089
 AB3089                          STATION DESCRIPTION
 AB3089
 AB3089'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3089'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE MOTTVILLE QUADRANGLE
 AB3089'MAP IN THE NORTHWEST 1/4 OF SECTION 2, T-8-S, R-13-W.  ABOUT 4.0 MI
 AB3089'(6.4 KM) NORTHEAST OF UNION, 10.0 MI (16.1 KM) SOUTHEAST OF VANDALIA,
 AB3089'13.0 MI (20.9 KM) SOUTHEAST OF CASSOPOLIS IN THE NORTHEAST QUADRANT OF
 AB3089'STATE HIGHWAY M-40 AND U.S.  HIGHWAY 12.  STATION IS 51.5 FT (15.7 M)
 AB3089'NORTH FROM THE CENTER OF U.S.  HIGHWAY 12, 92.5 FT (28.2 M) EAST FROM
 AB3089'THE CENTER OF STATE HIGHWAY M-40, 101.0 FT (30.8 M) SOUTHWEST FROM A
 AB3089'UTILITY POLE GUY WIRE AT BASE, 78.0 FT (23.8 M) WEST FROM THE CENTER
 AB3089'OF A DIRT DRIVE AND 3.0 FT (0.9 M) SOUTH FROM A METAL WITNESS POST AND
 AB3089'SIGN.
 AB3089
 AB3089                          STATION RECOVERY (2003)
 AB3089
 AB3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3089'RECOVERED AS DESCRIBED.
 AB3089
 AB3089                          STATION RECOVERY (2006)
 AB3089
 AB3089'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AB3089'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3088 ***********************************************************************
 AB3088  DESIGNATION -  14200
 AB3088  PID         -  AB3088
 AB3088  STATE/COUNTY-  MI/CASS
 AB3088  COUNTRY     -  US
 AB3088  USGS QUAD   -  MOTTVILLE (2017)
 AB3088
 AB3088                         *CURRENT SURVEY CONTROL
 AB3088  ______________________________________________________________________
 AB3088* NAD 83(2011) POSITION- 41 48 14.98518(N) 085 48 53.51662(W)   ADJUSTED
 AB3088* NAD 83(2011) ELLIP HT-   226.376 (meters)        (06/27/12)   ADJUSTED
 AB3088* NAD 83(2011) EPOCH   -  2010.00
 AB3088* NAVD 88 ORTHO HEIGHT -   259.652 (meters)      851.87  (feet) ADJUSTED
 AB3088  ______________________________________________________________________
 AB3088  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 AB3088  NAD 83(2011) X  -    347,505.810 (meters)                     COMP
 AB3088  NAD 83(2011) Y  - -4,748,997.630 (meters)                     COMP
 AB3088  NAD 83(2011) Z  -  4,229,565.054 (meters)                     COMP
 AB3088  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 AB3088  DYNAMIC HEIGHT  -        259.559 (meters)      851.57  (feet) COMP
 AB3088  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 AB3088
 AB3088  VERT ORDER      -  FIRST     CLASS II
 AB3088
 AB3088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3088  Standards:
 AB3088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3088  -------------------------------------------------------------------
 AB3088  NETWORK    0.42   1.86           0.18   0.16   0.95     -0.01962080
 AB3088  -------------------------------------------------------------------
 AB3088  Click here for local accuracies and other accuracy information.
 AB3088
 AB3088.The horizontal coordinates were established by GPS observations
 AB3088.and adjusted by the National Geodetic Survey in June 2012.
 AB3088
 AB3088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3088.been affixed to the stable North American tectonic plate. See 
 AB3088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3088
 AB3088.The horizontal coordinates are valid at the epoch date displayed above
 AB3088.which is a decimal equivalence of Year/Month/Day.
 AB3088
 AB3088.The orthometric height was determined by differential leveling and
 AB3088.adjusted by the NATIONAL GEODETIC SURVEY
 AB3088.in March 2005.
 AB3088
 AB3088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3088.GEOID18 height accuracy estimate available here.
 AB3088
 AB3088.Click photographs - Photos may exist for this station.
 AB3088
 AB3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3088
 AB3088.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3088
 AB3088.The ellipsoidal height was determined by GPS observations
 AB3088.and is referenced to NAD 83.
 AB3088
 AB3088.The dynamic height is computed by dividing the NAVD 88
 AB3088.geopotential number by the normal gravity value computed on the
 AB3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3088.degrees latitude (g = 980.6199 gals.).
 AB3088
 AB3088.The modeled gravity was interpolated from observed gravity values.
 AB3088
 AB3088. The following values were computed from the NAD 83(2011) position.
 AB3088
 AB3088;                    North         East     Units Scale Factor Converg.
 AB3088;SPC MI S     -    34,822.056 3,879,644.346   MT  1.00008314   -0 59 08.0
 AB3088;SPC MI S     -   114,245.59 12,728,491.95   iFT  1.00008314   -0 59 08.0
 AB3088;UTM  16      - 4,628,711.763   598,451.165   MT  0.99971927   +0 47 24.2
 AB3088
 AB3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3088!SPC MI S     -   0.99996450  x   1.00008314  =   1.00004763
 AB3088!UTM  16      -   0.99996450  x   0.99971927  =   0.99968378
 AB3088
 AB3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9845128711(NAD 83)
 AB3088
 AB3088                          SUPERSEDED SURVEY CONTROL
 AB3088
 AB3088  NAD 83(2007)-  41 48 14.98526(N)    085 48 53.51753(W) AD(2002.00) 0
 AB3088  ELLIP H (02/10/07)  226.392  (m)                       GP(2002.00)    
 AB3088  ELLIP H (07/12/02)  226.403  (m)                       GP(       ) 4 1
 AB3088  NAD 83(1994)-  41 48 14.98496(N)    085 48 53.51758(W) AD(       ) 1
 AB3088  ELLIP H (05/08/96)  226.420  (m)                       GP(       ) 1 1
 AB3088  NAVD 88 (05/08/96)  259.6    (m)  GEOID93  model used  GPS OBS        
 AB3088
 AB3088.Superseded values are not recommended for survey control.
 AB3088
 AB3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3088.See file dsdata.pdf to determine how the superseded data were derived.
 AB3088
 AB3088_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3088_STAMPING: 14200 1994
 AB3088_MARK LOGO: MIDT
 AB3088_PROJECTION: FLUSH
 AB3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3088+STABILITY: SURFACE MOTION
 AB3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3088+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AB3088
 AB3088  HISTORY     - Date     Condition        Report By
 AB3088  HISTORY     - 1994     MONUMENTED       MIDT
 AB3088  HISTORY     - 20030512 GOOD             NGS
 AB3088  HISTORY     - 20180219 GOOD             INDOT
 AB3088  HISTORY     - 20210331 GOOD             INDOT
 AB3088  HISTORY     - 20250708 GOOD             MIDT
 AB3088
 AB3088                          STATION DESCRIPTION
 AB3088
 AB3088'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3088'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE MOTTVILLE QUADRANGLE
 AB3088'MAP IN THE NORTHWEST 1/4 OF SECTION 3, T-8-S, R-13-W.  ABOUT 3.1 MI
 AB3088'(5.0 KM) EAST OF UNION, 11.5 MI (18.5 KM) SOUTHEAST OF CASSOPOLIS, 9.5
 AB3088'MI (15.3 KM) SOUTHEAST OF VANDALIA ON THE NORTH SIDE OF U.S. HIGHWAY
 AB3088'12.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY
 AB3088'M-40, 4.0 MI (6.4 KM) EAST OF UNION, GO WEST ALONG U.S. HIGHWAY 12 FOR
 AB3088'0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION
 AB3088'IS 52.7 FT (16.1 M) SOUTHWEST FROM A 3-INCH SASAFRAS, 11.0 FT (3.4 M)
 AB3088'EAST FROM A 3-INCH SASAFRAS TREE, 90.8 FT (27.7 M) SOUTHWEST FROM A
 AB3088'UTILITY POLE, 42.5 FT (13.0 M) NORTH FROM THE CENTER OF U.S.  HIGHWAY
 AB3088'12 AND 2.4 FT (0.7 M) SOUTH FROM A CARSONITE WITNESS POST.
 AB3088
 AB3088                          STATION RECOVERY (2003)
 AB3088
 AB3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3088'RECOVERED AS DESCRIBED.
 AB3088
 AB3088                          STATION RECOVERY (2018)
 AB3088
 AB3088'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 AB3088'THE PREVIOUSLY DESCRIBED SASSAFRAS TREE HAS BEEN REMOVED.  THE STATION
 AB3088'IS LOCATED APPROXIMATELY 1 FT (0.3 M) BELOW THE LEVEL OF THE ROAD.
 AB3088'
 AB3088'THE REMAINING DESCRIPTION IS ADEQUATE.
 AB3088
 AB3088                          STATION RECOVERY (2021)
 AB3088
 AB3088'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DLV)
 AB3088'RECOVERED AS DESCRIBED.  NOTE-- SASSAFRAS TREE HAS BEEN REMOVED.
 AB3088
 AB3088                          STATION RECOVERY (2025)
 AB3088
 AB3088'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB3088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0563 ***********************************************************************
 NF0563  DESIGNATION -  143 1/2
 NF0563  PID         -  NF0563
 NF0563  STATE/COUNTY-  MI/KALAMAZOO
 NF0563  COUNTRY     -  US
 NF0563  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0563
 NF0563                         *CURRENT SURVEY CONTROL
 NF0563  ______________________________________________________________________
 NF0563* NAD 83(1986) POSITION- 42 05 24.     (N) 085 41 27.     (W)   SCALED
 NF0563* NAVD 88 ORTHO HEIGHT -   264.504 (meters)      867.79  (feet) ADJUSTED
 NF0563  ______________________________________________________________________
 NF0563  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 NF0563  DYNAMIC HEIGHT  -        264.417 (meters)      867.51  (feet) COMP
 NF0563  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 NF0563
 NF0563  VERT ORDER      -  SECOND    CLASS 0
 NF0563
 NF0563.The horizontal coordinates were scaled from a map and have
 NF0563.an estimated accuracy of +/- 6 seconds.
 NF0563
 NF0563.The orthometric height was determined by differential leveling and
 NF0563.adjusted by the NATIONAL GEODETIC SURVEY
 NF0563.in June 1991.
 NF0563
 NF0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0563.GEOID18 height accuracy estimate available here.
 NF0563
 NF0563.Click photographs - Photos may exist for this station.
 NF0563
 NF0563.The dynamic height is computed by dividing the NAVD 88
 NF0563.geopotential number by the normal gravity value computed on the
 NF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0563.degrees latitude (g = 980.6199 gals.).
 NF0563
 NF0563.The modeled gravity was interpolated from observed gravity values.
 NF0563
 NF0563;                    North         East    Units  Estimated Accuracy
 NF0563;SPC MI S     -    66,400.    3,890,450.      MT  (+/- 180 meters Scaled)
 NF0563
 NF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM082605(NAD 83)
 NF0563
 NF0563                          SUPERSEDED SURVEY CONTROL
 NF0563
 NF0563  NGVD 29 (??/??/92)  264.641  (m)          868.24   (f) ADJ UNCH    2 0
 NF0563
 NF0563.Superseded values are not recommended for survey control.
 NF0563
 NF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0563.See file dsdata.pdf to determine how the superseded data were derived.
 NF0563
 NF0563_MARKER: DD = SURVEY DISK
 NF0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0563_STAMPING: BM 143 1/2
 NF0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0563+STABILITY: SURFACE MOTION
 NF0563
 NF0563  HISTORY     - Date     Condition        Report By
 NF0563  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0563  HISTORY     - 1934     GOOD             CGS
 NF0563  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0563
 NF0563                          STATION DESCRIPTION
 NF0563
 NF0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0563'3.1 MI SW FROM SCHOOLCRAFT.
 NF0563'3.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0563'SCHOOLCRAFT, KALAMAZOO COUNTY, 70 YARDS SOUTHWEST OF BRIDGE
 NF0563'143.50, 26 FEET NORTHWEST OF THE NORTH RAIL, AND 6 FEET LOWER
 NF0563'THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0563'STANDARD DISK, STAMPED B.M. 143 1/2 AND SET IN THE TOP OF A
 NF0563'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0563
 NF0563                          STATION RECOVERY (1993)
 NF0563
 NF0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0565 ***********************************************************************
 NF0565  DESIGNATION -  144 1/2
 NF0565  PID         -  NF0565
 NF0565  STATE/COUNTY-  MI/KALAMAZOO
 NF0565  COUNTRY     -  US
 NF0565  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0565
 NF0565                         *CURRENT SURVEY CONTROL
 NF0565  ______________________________________________________________________
 NF0565* NAD 83(1986) POSITION- 42 05 48.     (N) 085 40 21.     (W)   SCALED
 NF0565* NAVD 88 ORTHO HEIGHT -   267.469 (meters)      877.52  (feet) ADJUSTED
 NF0565  ______________________________________________________________________
 NF0565  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 NF0565  DYNAMIC HEIGHT  -        267.381 (meters)      877.23  (feet) COMP
 NF0565  MODELED GRAVITY -    980,285.9   (mgal)                       NAVD 88
 NF0565
 NF0565  VERT ORDER      -  SECOND    CLASS 0
 NF0565
 NF0565.The horizontal coordinates were scaled from a map and have
 NF0565.an estimated accuracy of +/- 6 seconds.
 NF0565
 NF0565.The orthometric height was determined by differential leveling and
 NF0565.adjusted by the NATIONAL GEODETIC SURVEY
 NF0565.in June 1991.
 NF0565
 NF0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0565.GEOID18 height accuracy estimate available here.
 NF0565
 NF0565.Click photographs - Photos may exist for this station.
 NF0565
 NF0565.The dynamic height is computed by dividing the NAVD 88
 NF0565.geopotential number by the normal gravity value computed on the
 NF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0565.degrees latitude (g = 980.6199 gals.).
 NF0565
 NF0565.The modeled gravity was interpolated from observed gravity values.
 NF0565
 NF0565;                    North         East    Units  Estimated Accuracy
 NF0565;SPC MI S     -    67,120.    3,891,980.      MT  (+/- 180 meters Scaled)
 NF0565
 NF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM097613(NAD 83)
 NF0565
 NF0565                          SUPERSEDED SURVEY CONTROL
 NF0565
 NF0565  NGVD 29 (??/??/92)  267.606  (m)          877.97   (f) ADJ UNCH    2 0
 NF0565
 NF0565.Superseded values are not recommended for survey control.
 NF0565
 NF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0565.See file dsdata.pdf to determine how the superseded data were derived.
 NF0565
 NF0565_MARKER: DD = SURVEY DISK
 NF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0565_STAMPING: BM 144 1/2
 NF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0565+STABILITY: SURFACE MOTION
 NF0565
 NF0565  HISTORY     - Date     Condition        Report By
 NF0565  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0565  HISTORY     - 1934     GOOD             CGS
 NF0565  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0565
 NF0565                          STATION DESCRIPTION
 NF0565
 NF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0565'2.1 MI SW FROM SCHOOLCRAFT.
 NF0565'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0565'SCHOOLCRAFT, KALAMAZOO COUNTY, 27 FEET NORTHWEST OF THE NORTH
 NF0565'RAIL, 1 FOOT SOUTHEAST OF THE NORTH RIGHT-OF-WAY FENCE, AND 2 FEET
 NF0565'LOWER THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0565'STANDARD DISK, STAMPED B.M. 144 1/2 AND SET IN THE TOP OF A
 NF0565'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0565
 NF0565                          STATION RECOVERY (1993)
 NF0565
 NF0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9157 ***********************************************************************
 DG9157  DESIGNATION -  14400
 DG9157  PID         -  DG9157
 DG9157  STATE/COUNTY-  MI/CASS
 DG9157  COUNTRY     -  US
 DG9157  USGS QUAD   -  MOTTVILLE (2017)
 DG9157
 DG9157                         *CURRENT SURVEY CONTROL
 DG9157  ______________________________________________________________________
 DG9157* NAD 83(1986) POSITION- 41 48 08.     (N) 085 47 10.     (W)   SCALED
 DG9157* NAVD 88 ORTHO HEIGHT -   243.026 (meters)      797.33  (feet) ADJUSTED
 DG9157  ______________________________________________________________________
 DG9157  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 DG9157  DYNAMIC HEIGHT  -        242.939 (meters)      797.04  (feet) COMP
 DG9157  MODELED GRAVITY -    980,258.0   (mgal)                       NAVD 88
 DG9157
 DG9157  VERT ORDER      -  FIRST     CLASS II
 DG9157
 DG9157.The horizontal coordinates were scaled from a map and have
 DG9157.an estimated accuracy of +/- 6 seconds.
 DG9157
 DG9157.The orthometric height was determined by differential leveling and
 DG9157.adjusted by the NATIONAL GEODETIC SURVEY
 DG9157.in March 2005.
 DG9157
 DG9157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9157.GEOID18 height accuracy estimate available here.
 DG9157
 DG9157.Click photographs - Photos may exist for this station.
 DG9157
 DG9157.The dynamic height is computed by dividing the NAVD 88
 DG9157.geopotential number by the normal gravity value computed on the
 DG9157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9157.degrees latitude (g = 980.6199 gals.).
 DG9157
 DG9157.The modeled gravity was interpolated from observed gravity values.
 DG9157
 DG9157;                    North         East    Units  Estimated Accuracy
 DG9157;SPC MI S     -    34,570.    3,882,030.      MT  (+/- 180 meters Scaled)
 DG9157
 DG9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM008285(NAD 83)
 DG9157
 DG9157                          SUPERSEDED SURVEY CONTROL
 DG9157
 DG9157.No superseded survey control is available for this station.
 DG9157
 DG9157_MARKER: DD = SURVEY DISK
 DG9157_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9157_SP_SET: CULVERT WINGWALL
 DG9157_STAMPING: 14400 2001
 DG9157_MARK LOGO: MIDT
 DG9157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9157+STABILITY: SURFACE MOTION
 DG9157
 DG9157  HISTORY     - Date     Condition        Report By
 DG9157  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9157  HISTORY     - 20030512 GOOD             NGS
 DG9157
 DG9157                          STATION DESCRIPTION
 DG9157
 DG9157'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9157'STATION IS LOCATED ABOUT 2.0 MILES WEST OF MOTTVILLE, IN THE
 DG9157'NORTHWEST 1/4 OF SECTION 2, T-8-S, R-13-W, MOTTVILLE TOWNSHIP.
 DG9157'
 DG9157'TO REACH FROM THE BRIDGE OVER THE ST JOSEPH RIVER AT THE WEST  SIDE OF
 DG9157'MOTTVILLE, GO WEST ON HIGHWAY 12 FOR ABOUT 1.7 MILES TO THE  MARK ON
 DG9157'RIGHT.
 DG9157'
 DG9157'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9157'IN A DRILL HOLE IN THE NORTHEAST END OF A  WINGWALL FOR A  4-FOOT
 DG9157'CULVERT WHICH GOES UNDERNEATH HIGHWAY 12.  IT IS 28.0 FEET
 DG9157'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 12, 26.0 FEET WEST  OF A
 DG9157'CURVE LEFT SIGN AND 6.2 FEET NORTH-NORTHEAST OF A CARSONITE  WITNESS
 DG9157'POST AND GUARDRAIL.
 DG9157'
 DG9157'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9158 ***********************************************************************
 DG9158  DESIGNATION -  14401
 DG9158  PID         -  DG9158
 DG9158  STATE/COUNTY-  MI/CASS
 DG9158  COUNTRY     -  US
 DG9158  USGS QUAD   -  MOTTVILLE (2017)
 DG9158
 DG9158                         *CURRENT SURVEY CONTROL
 DG9158  ______________________________________________________________________
 DG9158* NAD 83(1986) POSITION- 41 47 19.     (N) 085 50 43.     (W)   SCALED
 DG9158* NAVD 88 ORTHO HEIGHT -   249.650 (meters)      819.06  (feet) ADJUSTED
 DG9158  ______________________________________________________________________
 DG9158  GEOID HEIGHT    -        -33.330 (meters)                     GEOID18
 DG9158  DYNAMIC HEIGHT  -        249.560 (meters)      818.76  (feet) COMP
 DG9158  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 DG9158
 DG9158  VERT ORDER      -  FIRST     CLASS II
 DG9158
 DG9158.The horizontal coordinates were scaled from a map and have
 DG9158.an estimated accuracy of +/- 6 seconds.
 DG9158
 DG9158.The orthometric height was determined by differential leveling and
 DG9158.adjusted by the NATIONAL GEODETIC SURVEY
 DG9158.in March 2005.
 DG9158
 DG9158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9158.GEOID18 height accuracy estimate available here.
 DG9158
 DG9158.Click photographs - Photos may exist for this station.
 DG9158
 DG9158.The dynamic height is computed by dividing the NAVD 88
 DG9158.geopotential number by the normal gravity value computed on the
 DG9158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9158.degrees latitude (g = 980.6199 gals.).
 DG9158
 DG9158.The modeled gravity was interpolated from observed gravity values.
 DG9158
 DG9158;                    North         East    Units  Estimated Accuracy
 DG9158;SPC MI S     -    33,140.    3,877,090.      MT  (+/- 180 meters Scaled)
 DG9158
 DG9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM959269(NAD 83)
 DG9158
 DG9158                          SUPERSEDED SURVEY CONTROL
 DG9158
 DG9158.No superseded survey control is available for this station.
 DG9158
 DG9158_MARKER: DD = SURVEY DISK
 DG9158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9158_SP_SET: CULVERT HEADWALL
 DG9158_STAMPING: 14401 2001
 DG9158_MARK LOGO: MIDT
 DG9158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9158+STABILITY: SURFACE MOTION
 DG9158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9158+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 DG9158
 DG9158  HISTORY     - Date     Condition        Report By
 DG9158  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9158  HISTORY     - 20030512 GOOD             NGS
 DG9158
 DG9158                          STATION DESCRIPTION
 DG9158
 DG9158'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9158'STATION IS LOCATED ABOUT 1.2 MILES EAST OF UNION, IN THE NORTHEAST
 DG9158'1/4 OF SECTION 8, T-8-S, R-13-W, MOTTVILLE TOWNSHIP AND ON HIGHWAY
 DG9158'RIGHT-OF-WAY.
 DG9158'
 DG9158'TO REACH THE STATION FROM THE INTERSECTION OF UNION RD AND  HIGHWAY
 DG9158'12, GO EAST ON HIGHWAY 12 FOR 1.2 MILES TO THE STATION ON  THE LEFT
 DG9158'CEMENTED INTO A DRILL HOLE IN THE EAST END OF THE NORTH  HEADWALL OF A
 DG9158'4-FOOT CULVERT UNDERNEATH HIGHWAY 12.
 DG9158'
 DG9158'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9158'THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT FLUSH  WITH THE
 DG9158'GROUND SURFACE.   IT IS 45.6 FEET NORTHWEST OF THE  CENTERLINE OF
 DG9158'HIGHWAY 12, 27.0 FEET SOUTH-SOUTHEAST OF A FENCE,  11.6 FEET
 DG9158'WEST-SOUTHWEST OF AND UNDERGROUND TELEPHONE CABLE  JUNCTION BOX, 1.8
 DG9158'FEET WEST OF A WOODED POST AND 1.0 FEET WEST OF A  CARSONITE WITNESS
 DG9158'POST.
 DG9158'
 DG9158'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9159 ***********************************************************************
 DG9159  DESIGNATION -  14402
 DG9159  PID         -  DG9159
 DG9159  STATE/COUNTY-  MI/CASS
 DG9159  COUNTRY     -  US
 DG9159  USGS QUAD   -  MOTTVILLE (2017)
 DG9159
 DG9159                         *CURRENT SURVEY CONTROL
 DG9159  ______________________________________________________________________
 DG9159* NAD 83(1986) POSITION- 41 47 10.     (N) 085 52 02.     (W)   SCALED
 DG9159* NAVD 88 ORTHO HEIGHT -   248.271 (meters)      814.54  (feet) ADJUSTED
 DG9159  ______________________________________________________________________
 DG9159  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 DG9159  DYNAMIC HEIGHT  -        248.181 (meters)      814.24  (feet) COMP
 DG9159  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 DG9159
 DG9159  VERT ORDER      -  FIRST     CLASS II
 DG9159
 DG9159.The horizontal coordinates were scaled from a map and have
 DG9159.an estimated accuracy of +/- 6 seconds.
 DG9159
 DG9159.The orthometric height was determined by differential leveling and
 DG9159.adjusted by the NATIONAL GEODETIC SURVEY
 DG9159.in March 2005.
 DG9159
 DG9159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9159.GEOID18 height accuracy estimate available here.
 DG9159
 DG9159.Click photographs - Photos may exist for this station.
 DG9159
 DG9159.The dynamic height is computed by dividing the NAVD 88
 DG9159.geopotential number by the normal gravity value computed on the
 DG9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9159.degrees latitude (g = 980.6199 gals.).
 DG9159
 DG9159.The modeled gravity was interpolated from observed gravity values.
 DG9159
 DG9159;                    North         East    Units  Estimated Accuracy
 DG9159;SPC MI S     -    32,890.    3,875,260.      MT  (+/- 180 meters Scaled)
 DG9159
 DG9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM941266(NAD 83)
 DG9159
 DG9159                          SUPERSEDED SURVEY CONTROL
 DG9159
 DG9159.No superseded survey control is available for this station.
 DG9159
 DG9159_MARKER: DD = SURVEY DISK
 DG9159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9159_SP_SET: SIGNAL LIGHT BASE
 DG9159_STAMPING: 14402 2001
 DG9159_MARK LOGO: MIDT
 DG9159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9159+STABILITY: SURFACE MOTION
 DG9159
 DG9159  HISTORY     - Date     Condition        Report By
 DG9159  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9159  HISTORY     - 20030512 GOOD             NGS
 DG9159
 DG9159                          STATION DESCRIPTION
 DG9159
 DG9159'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9159'STATION IS LOCATED AT THE INTERSECTION OF UNION RD AND U.S.  HIGHWAY
 DG9159'12 IN UNION.  IT IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 8,  T-8-S,
 DG9159'R-13-W, MOTTVILLE TOWNSHIP AND ON HIGHWAY PROPERTY.
 DG9159'
 DG9159'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9159'INTO A DRILL HOLE IN THE SQUARE CONCRETE  BASE FOR THE METAL POLE
 DG9159'WHICH HOLDS THE CAUTION LIGHT FOR THIS  INTERSECTION.  IT IS 38.9 FEET
 DG9159'SOUTH OF THE CENTERLINE OF HIGHWAY 12,  37.5 FEET EAST OF THE
 DG9159'CENTERLINE OF UNION RD, 34.6 FEET  EAST-NORTHEAST OF A UTILITY POLE
 DG9159'WITH THREE TRANSFORMERS, 21.4  FEET WEST-SOUTHWEST OF A MAILBOX AND
 DG9159'20.0 FEET NORTHWEST OF THE  NORTHWEST CORNER OF A BRICK BUILDING.
 DG9159'
 DG9159'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9160 ***********************************************************************
 DG9160  DESIGNATION -  14403
 DG9160  PID         -  DG9160
 DG9160  STATE/COUNTY-  MI/CASS
 DG9160  COUNTRY     -  US
 DG9160  USGS QUAD   -  ADAMSVILLE (2017)
 DG9160
 DG9160                         *CURRENT SURVEY CONTROL
 DG9160  ______________________________________________________________________
 DG9160* NAD 83(1986) POSITION- 41 46 38.07   (N) 085 53 48.26   (W)   HD_HELD1
 DG9160* NAVD 88 ORTHO HEIGHT -   248.553 (meters)      815.46  (feet) ADJUSTED
 DG9160  ______________________________________________________________________
 DG9160  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 DG9160  DYNAMIC HEIGHT  -        248.461 (meters)      815.16  (feet) COMP
 DG9160  MODELED GRAVITY -    980,249.2   (mgal)                       NAVD 88
 DG9160
 DG9160  VERT ORDER      -  FIRST     CLASS II
 DG9160
 DG9160.The horizontal coordinates were determined by differentially corrected
 DG9160.hand held GPS observations or other comparable positioning techniques
 DG9160.and have an estimated accuracy of +/- 3 meters.
 DG9160
 DG9160.The orthometric height was determined by differential leveling and
 DG9160.adjusted by the NATIONAL GEODETIC SURVEY
 DG9160.in March 2005.
 DG9160
 DG9160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9160.GEOID18 height accuracy estimate available here.
 DG9160
 DG9160.Click photographs - Photos may exist for this station.
 DG9160
 DG9160.The dynamic height is computed by dividing the NAVD 88
 DG9160.geopotential number by the normal gravity value computed on the
 DG9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9160.degrees latitude (g = 980.6199 gals.).
 DG9160
 DG9160.The modeled gravity was interpolated from observed gravity values.
 DG9160
 DG9160;                    North         East    Units  Estimated Accuracy
 DG9160;SPC MI S     -    31,952.6   3,872,786.5     MT  (+/- 3 meters HH1 GPS) 
 DG9160
 DG9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9168825632(NAD 83)
 DG9160
 DG9160                          SUPERSEDED SURVEY CONTROL
 DG9160
 DG9160.No superseded survey control is available for this station.
 DG9160
 DG9160_MARKER: DD = SURVEY DISK
 DG9160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9160_STAMPING: 14403 2001
 DG9160_MARK LOGO: MIDT
 DG9160_PROJECTION: FLUSH
 DG9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9160+STABILITY: SURFACE MOTION
 DG9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9160+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DG9160
 DG9160  HISTORY     - Date     Condition        Report By
 DG9160  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9160  HISTORY     - 20030512 GOOD             NGS
 DG9160  HISTORY     - 20100309 GOOD             AEROME
 DG9160  HISTORY     - 20230302 GOOD             MIDT
 DG9160
 DG9160                          STATION DESCRIPTION
 DG9160
 DG9160'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9160'STATION IS LOCATED ABOUT 1.6 MILES WEST OF UNION, IN THE NORTHWEST
 DG9160'1/4 OF SECTION 13. T-8-S, R-14-W,  MASON TOWNSHIP AND ON HIGHWAY
 DG9160'RIGHT-OF WAY.
 DG9160'
 DG9160'TO REACH STATION FROM THE JUNCTION OF UNION RD AND HIGHWAY 12 IN
 DG9160'UNION, GO WEST ON HIGHWAY 12 FOR 1.6 MILES TO THE STATION ON THE  LEFT
 DG9160'IN THE CLEAR VISION AREA,  FOR THE INTERSECTION OF HIGHWAY 12  AND
 DG9160'KESSINGTON RD BY UTILITY POLE NUMBER C-598-24.
 DG9160'
 DG9160'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9160'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9160'THE GROUND SURFACE.  IT IS 98.0 FEET EAST OF KESSINGTON RD, 69.0  FEET
 DG9160'EAST-SOUTHEAST OF A UTILITY POLE NUMBER C-598-24, 58.6 FEET  NORTH OF
 DG9160'THE CENTERLINE OF HIGHWAY 12, 8.6 FEET WEST-NORTHWEST  FROM A FENCE
 DG9160'CORNER AND UNDERGROUND FIBER OPTIC CABLE MARKER  AND 2.0 FEET
 DG9160'SOUTH-SOUTHWEST OF A FENCE.
 DG9160'
 DG9160'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9160
 DG9160                          STATION RECOVERY (2010)
 DG9160
 DG9160'RECOVERY NOTE BY AERO METRIC INC 2010
 DG9160'RECOVERED IN GOOD CONDITION.
 DG9160
 DG9160                          STATION RECOVERY (2023)
 DG9160
 DG9160'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DG9160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9161 ***********************************************************************
 DG9161  DESIGNATION -  14404
 DG9161  PID         -  DG9161
 DG9161  STATE/COUNTY-  MI/CASS
 DG9161  COUNTRY     -  US
 DG9161  USGS QUAD   -  ADAMSVILLE (2017)
 DG9161
 DG9161                         *CURRENT SURVEY CONTROL
 DG9161  ______________________________________________________________________
 DG9161* NAD 83(1986) POSITION- 41 46 14.     (N) 085 55 28.     (W)   SCALED
 DG9161* NAVD 88 ORTHO HEIGHT -   246.825 (meters)      809.79  (feet) ADJUSTED
 DG9161  ______________________________________________________________________
 DG9161  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 DG9161  DYNAMIC HEIGHT  -        246.734 (meters)      809.49  (feet) COMP
 DG9161  MODELED GRAVITY -    980,246.7   (mgal)                       NAVD 88
 DG9161
 DG9161  VERT ORDER      -  FIRST     CLASS II
 DG9161
 DG9161.The horizontal coordinates were scaled from a map and have
 DG9161.an estimated accuracy of +/- 6 seconds.
 DG9161
 DG9161.The orthometric height was determined by differential leveling and
 DG9161.adjusted by the NATIONAL GEODETIC SURVEY
 DG9161.in March 2005.
 DG9161
 DG9161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9161.GEOID18 height accuracy estimate available here.
 DG9161
 DG9161.Click photographs - Photos may exist for this station.
 DG9161
 DG9161.The dynamic height is computed by dividing the NAVD 88
 DG9161.geopotential number by the normal gravity value computed on the
 DG9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9161.degrees latitude (g = 980.6199 gals.).
 DG9161
 DG9161.The modeled gravity was interpolated from observed gravity values.
 DG9161
 DG9161;                    North         East    Units  Estimated Accuracy
 DG9161;SPC MI S     -    31,250.    3,870,470.      MT  (+/- 180 meters Scaled)
 DG9161
 DG9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM893248(NAD 83)
 DG9161
 DG9161                          SUPERSEDED SURVEY CONTROL
 DG9161
 DG9161.No superseded survey control is available for this station.
 DG9161
 DG9161_STAMPING: 14404 2001
 DG9161_MARK LOGO: MIDT
 DG9161_PROJECTION: FLUSH
 DG9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9161+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 DG9161
 DG9161  HISTORY     - Date     Condition        Report By
 DG9161  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9161  HISTORY     - 20030513 GOOD             NGS
 DG9161  HISTORY     - 20060525 GOOD             MIDT
 DG9161  HISTORY     - 20191203 MARK NOT FOUND   INDIV
 DG9161
 DG9161                          STATION DESCRIPTION
 DG9161
 DG9161'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9161'STATION IS LOCATED ABOUT 3.0 MILES WEST OF UNION IN THE SOUTHEAST  1/4
 DG9161'OF SECTION 15, T-8-S, R-14-W, MASON TOWNSHIP AND ON HIGHWAY
 DG9161'RIGHT-OF-WAY.
 DG9161'
 DG9161'TO REACH THE STATION OF THE INTERSECTION OF UNION RD AND HIGHWAY  12
 DG9161'IN UNION GO WEST ON HIGHWAY 12 FOR 3.1 MILES TO THE STATION ON  RIGHT
 DG9161'BY A ROAD SIGN (PASS WITH CARE).
 DG9161'
 DG9161'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9161'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9161'THE GROUND SURFACE.  IT IS 26.10 FEET NORTH OF THE CENTERLINE  OF
 DG9161'HIGHWAY 12, 16.6 FEET EAST OF A FIELD ENTRANCE RD, 15.10 FEET  SOUTH
 DG9161'OF A FENCE LINE, 15.0 FEET SOUTHWEST OF AND UNGERGROUND  TELEPHONE
 DG9161'CABLE BOX AND 1.0 FEET EAST OF THE ROAD SIGN (PASS WITH  CARE).
 DG9161'
 DG9161'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9161
 DG9161                          STATION RECOVERY (2006)
 DG9161
 DG9161'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 DG9161'STATION WAS RECOVERED AS DESCRIBED.
 DG9161
 DG9161                          STATION RECOVERY (2019)
 DG9161
 DG9161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (ES)
 DG9161'FIELD DRIVE HAS CHANGED SINCE 2006.  THE IS FENCE IS NO LONGER AT THE
 DG9161'LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9162 ***********************************************************************
 DG9162  DESIGNATION -  14405
 DG9162  PID         -  DG9162
 DG9162  STATE/COUNTY-  MI/CASS
 DG9162  COUNTRY     -  US
 DG9162  USGS QUAD   -  ADAMSVILLE (2017)
 DG9162
 DG9162                         *CURRENT SURVEY CONTROL
 DG9162  ______________________________________________________________________
 DG9162* NAD 83(1986) POSITION- 41 46 08.     (N) 085 57 02.     (W)   SCALED
 DG9162* NAVD 88 ORTHO HEIGHT -   244.700 (meters)      802.82  (feet) ADJUSTED
 DG9162  ______________________________________________________________________
 DG9162  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 DG9162  DYNAMIC HEIGHT  -        244.609 (meters)      802.52  (feet) COMP
 DG9162  MODELED GRAVITY -    980,245.2   (mgal)                       NAVD 88
 DG9162
 DG9162  VERT ORDER      -  FIRST     CLASS II
 DG9162
 DG9162.The horizontal coordinates were scaled from a map and have
 DG9162.an estimated accuracy of +/- 6 seconds.
 DG9162
 DG9162.The orthometric height was determined by differential leveling and
 DG9162.adjusted by the NATIONAL GEODETIC SURVEY
 DG9162.in March 2005.
 DG9162
 DG9162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9162.GEOID18 height accuracy estimate available here.
 DG9162
 DG9162.Click photographs - Photos may exist for this station.
 DG9162
 DG9162.The dynamic height is computed by dividing the NAVD 88
 DG9162.geopotential number by the normal gravity value computed on the
 DG9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9162.degrees latitude (g = 980.6199 gals.).
 DG9162
 DG9162.The modeled gravity was interpolated from observed gravity values.
 DG9162
 DG9162;                    North         East    Units  Estimated Accuracy
 DG9162;SPC MI S     -    31,110.    3,868,300.      MT  (+/- 180 meters Scaled)
 DG9162
 DG9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM872246(NAD 83)
 DG9162
 DG9162                          SUPERSEDED SURVEY CONTROL
 DG9162
 DG9162.No superseded survey control is available for this station.
 DG9162
 DG9162_MARKER: DD = SURVEY DISK
 DG9162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9162_SP_SET: CULVERT HEADWALL
 DG9162_STAMPING: 14405 2001
 DG9162_MARK LOGO: MIDT
 DG9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9162+STABILITY: SURFACE MOTION
 DG9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9162+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9162
 DG9162  HISTORY     - Date     Condition        Report By
 DG9162  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9162  HISTORY     - 20030513 GOOD             NGS
 DG9162
 DG9162                          STATION DESCRIPTION
 DG9162
 DG9162'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RLR)
 DG9162'STATION IS LOCATED 4.5 MILES WEST OF UNION, ABOUT 2.6 MILES EAST OF
 DG9162'ADAMSVILLE, IN THE SOUTHWEST 1/4 OF SECTION 16, T-8-S, R-14-W AND ON
 DG9162'HIGHWAY RIGHT-OF-WAY.
 DG9162'
 DG9162'TO REACH FROM THE INTERSECTION OF UNION RD AND U.S. HIGHWAY 12 IN
 DG9162'UNION, GO WEST ON HIGHWAY 12 FOR 4.5 MILES TO THE INTERSECTION OF
 DG9162'FIVE POINT RD AND THE STATION IN THE NORTHEAST QUADRANT OF THIS
 DG9162'INTERSECTION IN THE CLEAR VISION AREA AND ABOUT 4-FEET BELOW LEVEL  OF
 DG9162'THE HIGHWAY.
 DG9162'
 DG9162'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9162'CEMENTED INTO A DRILL HOLE IN THE NORTHEAST END OF THE NORTH  HEADWALL
 DG9162'OF A 4-FOOT CULVERT UNDER HIGHWAY 12.   IT IS 42.0 FEET  NORTH OF THE
 DG9162'CENTERLINE OF HIGHWAY 12, 32.0 FEET EAST OF THE  CENTERLINE OF FIVE
 DG9162'POINTS RD, 24.0 FEET SOUTH OF A UTILITY POLE  NUMBER C-595-16 AND 1.5
 DG9162'FEET NORTH-NORTHWEST OF A CARSONITE  WITNESS POST.
 DG9162'
 DG9162'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9174 ***********************************************************************
 DG9174  DESIGNATION -  14406
 DG9174  PID         -  DG9174
 DG9174  STATE/COUNTY-  MI/CASS
 DG9174  COUNTRY     -  US
 DG9174  USGS QUAD   -  ADAMSVILLE (2017)
 DG9174
 DG9174                         *CURRENT SURVEY CONTROL
 DG9174  ______________________________________________________________________
 DG9174* NAD 83(1986) POSITION- 41 46 35.99   (N) 085 58 27.15   (W)   HD_HELD1
 DG9174* NAVD 88 ORTHO HEIGHT -   247.614 (meters)      812.38  (feet) ADJUSTED
 DG9174  ______________________________________________________________________
 DG9174  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 DG9174  DYNAMIC HEIGHT  -        247.522 (meters)      812.08  (feet) COMP
 DG9174  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 DG9174
 DG9174  VERT ORDER      -  FIRST     CLASS II
 DG9174
 DG9174.The horizontal coordinates were determined by differentially corrected
 DG9174.hand held GPS observations or other comparable positioning techniques
 DG9174.and have an estimated accuracy of +/- 3 meters.
 DG9174
 DG9174.The orthometric height was determined by differential leveling and
 DG9174.adjusted by the NATIONAL GEODETIC SURVEY
 DG9174.in March 2005.
 DG9174
 DG9174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9174.GEOID18 height accuracy estimate available here.
 DG9174
 DG9174.Click photographs - Photos may exist for this station.
 DG9174
 DG9174.The dynamic height is computed by dividing the NAVD 88
 DG9174.geopotential number by the normal gravity value computed on the
 DG9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9174.degrees latitude (g = 980.6199 gals.).
 DG9174
 DG9174.The modeled gravity was interpolated from observed gravity values.
 DG9174
 DG9174;                    North         East    Units  Estimated Accuracy
 DG9174;SPC MI S     -    32,008.4   3,866,345.1     MT  (+/- 3 meters HH1 GPS) 
 DG9174
 DG9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8525025488(NAD 83)
 DG9174
 DG9174                          SUPERSEDED SURVEY CONTROL
 DG9174
 DG9174.No superseded survey control is available for this station.
 DG9174
 DG9174_MARKER: DD = SURVEY DISK
 DG9174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9174_STAMPING: 14406 2001
 DG9174_MARK LOGO: MIDT
 DG9174_PROJECTION: FLUSH
 DG9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9174+STABILITY: SURFACE MOTION
 DG9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9174+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 DG9174
 DG9174  HISTORY     - Date     Condition        Report By
 DG9174  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9174  HISTORY     - 20030513 GOOD             NGS
 DG9174  HISTORY     - 20200205 GOOD             MIDT
 DG9174  HISTORY     - 20200626 GOOD             MIDT
 DG9174  HISTORY     - 20250708 GOOD             MIDT
 DG9174
 DG9174                          STATION DESCRIPTION
 DG9174
 DG9174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9174'STATION IS LOCATED 5.8 MILES WEST OF UNION, ABOUT 1.3 MILES EAST OF
 DG9174'ADAMSVILLE, IN THE NORTHWEST 1/4 OF SECTION 17, T-8-S, R-14-W AND ON
 DG9174'HIGHWAY RIGHT-OF-WAY.
 DG9174'
 DG9174'TO REACH FROM THE INTERSECTION OF UNION RD AND U.S. HIGHWAY 12 IN
 DG9174'UNION, GO WEST ON HIGHWAY 12 FOR 5.8 MILES TO THE INTERSECTION OF
 DG9174'CASSOPOUS RD AND THE STATION IN THE SOUTHEAST QUADRANT OF THIS
 DG9174'INTERSECTION IN THE CLEAR VISION AREA BY UTILITY POLE NUMBER  C-594-37
 DG9174'WHICH HAS A TRANSFORMER AND A STREET LAMP ATTACHED.
 DG9174'
 DG9174'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,   SET
 DG9174'INTO THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,  FLUSH WITH
 DG9174'THE GROUND SURFACE.  IT IS 66.0 FEET SOUTH-SOUTHWEST OF  THE
 DG9174'CENTERLINE OF HIGHWAY 12, 45.2 FEET SOUTH OF A UTILITY POLE, 30.4
 DG9174'FEET EAST OF THE CENTERLINE OF CASSOPOUS RD AND 1.0 FEET NORTH OF  A
 DG9174'UTILITY POLE AND WITNESS POST.
 DG9174'
 DG9174'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9174
 DG9174                          STATION RECOVERY (2020)
 DG9174
 DG9174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DG9174'RECOVERED IN GOOD CONDITION.
 DG9174
 DG9174                          STATION RECOVERY (2020)
 DG9174
 DG9174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DG9174'RECOVERED IN GOOD CONDITION.
 DG9174
 DG9174                          STATION RECOVERY (2025)
 DG9174
 DG9174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DG9174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9163 ***********************************************************************
 DG9163  DESIGNATION -  14407
 DG9163  PID         -  DG9163
 DG9163  STATE/COUNTY-  MI/CASS
 DG9163  COUNTRY     -  US
 DG9163  USGS QUAD   -  ADAMSVILLE (2017)
 DG9163
 DG9163                         *CURRENT SURVEY CONTROL
 DG9163  ______________________________________________________________________
 DG9163* NAD 83(1986) POSITION- 41 47 12.     (N) 085 59 51.     (W)   SCALED
 DG9163* NAVD 88 ORTHO HEIGHT -   244.394 (meters)      801.82  (feet) ADJUSTED
 DG9163  ______________________________________________________________________
 DG9163  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 DG9163  DYNAMIC HEIGHT  -        244.304 (meters)      801.52  (feet) COMP
 DG9163  MODELED GRAVITY -    980,246.8   (mgal)                       NAVD 88
 DG9163
 DG9163  VERT ORDER      -  FIRST     CLASS II
 DG9163
 DG9163.The horizontal coordinates were scaled from a map and have
 DG9163.an estimated accuracy of +/- 6 seconds.
 DG9163
 DG9163.The orthometric height was determined by differential leveling and
 DG9163.adjusted by the NATIONAL GEODETIC SURVEY
 DG9163.in March 2005.
 DG9163
 DG9163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9163.GEOID18 height accuracy estimate available here.
 DG9163
 DG9163.Click photographs - Photos may exist for this station.
 DG9163
 DG9163.The dynamic height is computed by dividing the NAVD 88
 DG9163.geopotential number by the normal gravity value computed on the
 DG9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9163.degrees latitude (g = 980.6199 gals.).
 DG9163
 DG9163.The modeled gravity was interpolated from observed gravity values.
 DG9163
 DG9163;                    North         East    Units  Estimated Accuracy
 DG9163;SPC MI S     -    33,160.    3,864,430.      MT  (+/- 180 meters Scaled)
 DG9163
 DG9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM833265(NAD 83)
 DG9163
 DG9163                          SUPERSEDED SURVEY CONTROL
 DG9163
 DG9163.No superseded survey control is available for this station.
 DG9163
 DG9163_MARKER: DD = SURVEY DISK
 DG9163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9163_STAMPING: 14407 2001
 DG9163_MARK LOGO: MIDT
 DG9163_PROJECTION: FLUSH
 DG9163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9163+STABILITY: SURFACE MOTION
 DG9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9163+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2022
 DG9163
 DG9163  HISTORY     - Date     Condition        Report By
 DG9163  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9163  HISTORY     - 20030513 GOOD             NGS
 DG9163  HISTORY     - 20221205 GOOD             MIDT
 DG9163
 DG9163                          STATION DESCRIPTION
 DG9163
 DG9163'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9163'STATION IS LOCATED JUST TO THE EAST SIDE OF ADAMSVILLE AT A BRIDGE
 DG9163'OVER CHRISTIANA CREEK.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 12,
 DG9163'T-8-S, R-14-W AND ON HIGHWAY RIGHT-OF-WAY.
 DG9163'
 DG9163'TO REACH STATION FROM THE INTERSECTION OF ADAMSVILLE RD AND U.S.
 DG9163'HIGHWAY 12 IN ADAMSVILLE, GO EAST ON HIGHWAY 12 FOR 0.15 MILES TO  THE
 DG9163'MARK ON LEFT AT THE NORTHWEST SIDE OF BRIDGE.
 DG9163'
 DG9163'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9163'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9163'THE GROUND SURFACE.  IT IS 26.0 FEET NORTH OF THE CENTERLINE  OF
 DG9163'HIGHWAY 12, 21.0 FEET WEST OF THE CENTERLINE OF CHRISTIANA  CREEK, 5.0
 DG9163'FEET EAST-NORTHEAST OF A CARSONITE WITNESS POST AND  3.10 FEET NORTH
 DG9163'OF THE NORTHWEST CORNER OF BRIDGE.
 DG9163'
 DG9163'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9163
 DG9163                          STATION RECOVERY (2022)
 DG9163
 DG9163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 DG9163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9164 ***********************************************************************
 DG9164  DESIGNATION -  14408
 DG9164  PID         -  DG9164
 DG9164  STATE/COUNTY-  MI/CASS
 DG9164  COUNTRY     -  US
 DG9164  USGS QUAD   -  EDWARDSBURG (2017)
 DG9164
 DG9164                         *CURRENT SURVEY CONTROL
 DG9164  ______________________________________________________________________
 DG9164* NAD 83(1986) POSITION- 41 47 35.     (N) 086 01 41.     (W)   SCALED
 DG9164* NAVD 88 ORTHO HEIGHT -   247.443 (meters)      811.82  (feet) ADJUSTED
 DG9164  ______________________________________________________________________
 DG9164  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 DG9164  DYNAMIC HEIGHT  -        247.351 (meters)      811.52  (feet) COMP
 DG9164  MODELED GRAVITY -    980,245.5   (mgal)                       NAVD 88
 DG9164
 DG9164  VERT ORDER      -  FIRST     CLASS II
 DG9164
 DG9164.The horizontal coordinates were scaled from a map and have
 DG9164.an estimated accuracy of +/- 6 seconds.
 DG9164
 DG9164.The orthometric height was determined by differential leveling and
 DG9164.adjusted by the NATIONAL GEODETIC SURVEY
 DG9164.in March 2005.
 DG9164
 DG9164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9164.GEOID18 height accuracy estimate available here.
 DG9164
 DG9164.Click photographs - Photos may exist for this station.
 DG9164
 DG9164.The dynamic height is computed by dividing the NAVD 88
 DG9164.geopotential number by the normal gravity value computed on the
 DG9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9164.degrees latitude (g = 980.6199 gals.).
 DG9164
 DG9164.The modeled gravity was interpolated from observed gravity values.
 DG9164
 DG9164;                    North         East    Units  Estimated Accuracy
 DG9164;SPC MI S     -    33,920.    3,861,910.      MT  (+/- 180 meters Scaled)
 DG9164
 DG9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM807272(NAD 83)
 DG9164
 DG9164                          SUPERSEDED SURVEY CONTROL
 DG9164
 DG9164.No superseded survey control is available for this station.
 DG9164
 DG9164_STAMPING: 14408 2001
 DG9164_MARK LOGO: MIDT
 DG9164_PROJECTION: FLUSH
 DG9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9164+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 DG9164
 DG9164  HISTORY     - Date     Condition        Report By
 DG9164  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9164  HISTORY     - 20030513 GOOD             NGS
 DG9164  HISTORY     - 20050525 GOOD             MIDT
 DG9164  HISTORY     - 20200116 MARK NOT FOUND   MIDT
 DG9164
 DG9164                          STATION DESCRIPTION
 DG9164
 DG9164'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9164'STATION IS LOCATED ABOUT 1.3 MILES WEST OF ADAMSVILLE, IN THE
 DG9164'NORTHWEST 1/4 OF SECTION 11, T-8-S, R-15-W AND ON HIGHWAY
 DG9164'RIGHT-OF-WAY.
 DG9164'
 DG9164'TO REACH THE STATION FROM THE INTERSECTION OF ADAMSVILLE RD AND  U.S.
 DG9164'HIGHWAY 12 IN ADAMSVILLE, GO WEST ON HIGHWAY 12 FOR ABOUT 1.4  MILES
 DG9164'TO THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 DG9164'INTERSECTION OF BRADY RD.
 DG9164'
 DG9164'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9164'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9164'THE GROUND SURFACE.  IT IS 58.6 FEET SOUTH OF A UTILITY POLE  NUMBER
 DG9164'C-567-11, 40.6 FEET NORTH OF THE CENTERLINE OF HIGHWA 12, 22.6  FEET
 DG9164'EAST OF THE CENTERLINE OF BRADY RD, AND 1.0 FEET NORTH OF  UTILITY
 DG9164'POLE NUMBER C-567-12 AND A CARSONITE WITNESS POST.
 DG9164'
 DG9164'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9164
 DG9164                          STATION RECOVERY (2005)
 DG9164
 DG9164'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 DG9164'RECOVERED AS DESCRIBED.
 DG9164
 DG9164                          STATION RECOVERY (2020)
 DG9164
 DG9164'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (ES)
 DG9164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9165 ***********************************************************************
 DG9165  DESIGNATION -  14409
 DG9165  PID         -  DG9165
 DG9165  STATE/COUNTY-  MI/CASS
 DG9165  COUNTRY     -  US
 DG9165  USGS QUAD   -  EDWARDSBURG (2017)
 DG9165
 DG9165                         *CURRENT SURVEY CONTROL
 DG9165  ______________________________________________________________________
 DG9165* NAD 83(1986) POSITION- 41 47 52.84   (N) 086 03 00.96   (W)   HD_HELD1
 DG9165* NAVD 88 ORTHO HEIGHT -   247.234 (meters)      811.13  (feet) ADJUSTED
 DG9165  ______________________________________________________________________
 DG9165  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 DG9165  DYNAMIC HEIGHT  -        247.142 (meters)      810.83  (feet) COMP
 DG9165  MODELED GRAVITY -    980,246.7   (mgal)                       NAVD 88
 DG9165
 DG9165  VERT ORDER      -  FIRST     CLASS II
 DG9165
 DG9165.The horizontal coordinates were determined by differentially corrected
 DG9165.hand held GPS observations or other comparable positioning techniques
 DG9165.and have an estimated accuracy of +/- 3 meters.
 DG9165
 DG9165.The orthometric height was determined by differential leveling and
 DG9165.adjusted by the NATIONAL GEODETIC SURVEY
 DG9165.in March 2005.
 DG9165
 DG9165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9165.GEOID18 height accuracy estimate available here.
 DG9165
 DG9165.Click photographs - Photos may exist for this station.
 DG9165
 DG9165.The dynamic height is computed by dividing the NAVD 88
 DG9165.geopotential number by the normal gravity value computed on the
 DG9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9165.degrees latitude (g = 980.6199 gals.).
 DG9165
 DG9165.The modeled gravity was interpolated from observed gravity values.
 DG9165
 DG9165;                    North         East    Units  Estimated Accuracy
 DG9165;SPC MI S     -    34,502.8   3,860,069.6     MT  (+/- 3 meters HH1 GPS) 
 DG9165
 DG9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7890327785(NAD 83)
 DG9165
 DG9165                          SUPERSEDED SURVEY CONTROL
 DG9165
 DG9165.No superseded survey control is available for this station.
 DG9165
 DG9165_MARKER: DD = SURVEY DISK
 DG9165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9165_SP_SET: CULVERT HEADWALL
 DG9165_STAMPING: 14409 2001
 DG9165_MARK LOGO: MIDT
 DG9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9165+STABILITY: SURFACE MOTION
 DG9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9165+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 DG9165
 DG9165  HISTORY     - Date     Condition        Report By
 DG9165  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9165  HISTORY     - 20030513 GOOD             NGS
 DG9165  HISTORY     - 20200626 GOOD             MIDT
 DG9165
 DG9165                          STATION DESCRIPTION
 DG9165
 DG9165'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9165'STATION IS LOCATED ABOUT 1.2 MILES EAST OF EDWARDSBURG IN THE
 DG9165'SOUTHEAST 1/4 OF SECTION 4, T-8-S, R-15-W AND ON HIGHWAY
 DG9165'RIGHT-OF-WAY.
 DG9165'
 DG9165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND  U.S.
 DG9165'HIGHWAY 12 AT THE EAST EDGE OF EDWARDSBURG, GO EAST ON  HIGHWAY 12 FOR
 DG9165'1.5 MILES TO THE STATION ON THE LEFT AT A CULVERT AND IN FRONT OF THE
 DG9165'MDI  MANUFACTURING BUILDING.
 DG9165'
 DG9165'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9165'CEMENTED INTO A DRILL HOLE IN THE NORTHWEST END OF THE NORTH  HEADWALL
 DG9165'FOR A 4-FOOT CULVERT UNDER HIGHWAY 12.  IT IS 31.8 FEET  NORTH OF THE
 DG9165'CENTERLINE OF HIGHWAY 12, 7.8 FEET SOUTHWEST OF A  GTE BURIED CABLE
 DG9165'MARKER POST AND 1.0 FEET EAST-SOUTHEAST OF A  CARSONITE WITNESS POST.
 DG9165'
 DG9165'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9165
 DG9165                          STATION RECOVERY (2020)
 DG9165
 DG9165'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DG9165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9166 ***********************************************************************
 DG9166  DESIGNATION -  14410
 DG9166  PID         -  DG9166
 DG9166  STATE/COUNTY-  MI/CASS
 DG9166  COUNTRY     -  US
 DG9166  USGS QUAD   -  EDWARDSBURG (2017)
 DG9166
 DG9166                         *CURRENT SURVEY CONTROL
 DG9166  ______________________________________________________________________
 DG9166* NAD 83(1986) POSITION- 41 48 00.     (N) 086 04 39.     (W)   SCALED
 DG9166* NAVD 88 ORTHO HEIGHT -   252.154 (meters)      827.28  (feet) ADJUSTED
 DG9166  ______________________________________________________________________
 DG9166  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 DG9166  DYNAMIC HEIGHT  -        252.060 (meters)      826.97  (feet) COMP
 DG9166  MODELED GRAVITY -    980,247.2   (mgal)                       NAVD 88
 DG9166
 DG9166  VERT ORDER      -  FIRST     CLASS II
 DG9166
 DG9166.The horizontal coordinates were scaled from a map and have
 DG9166.an estimated accuracy of +/- 6 seconds.
 DG9166
 DG9166.The orthometric height was determined by differential leveling and
 DG9166.adjusted by the NATIONAL GEODETIC SURVEY
 DG9166.in March 2005.
 DG9166
 DG9166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9166.GEOID18 height accuracy estimate available here.
 DG9166
 DG9166.Click photographs - Photos may exist for this station.
 DG9166
 DG9166.The dynamic height is computed by dividing the NAVD 88
 DG9166.geopotential number by the normal gravity value computed on the
 DG9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9166.degrees latitude (g = 980.6199 gals.).
 DG9166
 DG9166.The modeled gravity was interpolated from observed gravity values.
 DG9166
 DG9166;                    North         East    Units  Estimated Accuracy
 DG9166;SPC MI S     -    34,770.    3,857,810.      MT  (+/- 180 meters Scaled)
 DG9166
 DG9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM766279(NAD 83)
 DG9166
 DG9166                          SUPERSEDED SURVEY CONTROL
 DG9166
 DG9166.No superseded survey control is available for this station.
 DG9166
 DG9166_MARKER: DD = SURVEY DISK
 DG9166_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9166_SP_SET: SIGNAL LIGHT BASE
 DG9166_STAMPING: 14410 2001
 DG9166_MARK LOGO: MIDT
 DG9166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9166+STABILITY: SURFACE MOTION
 DG9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9166+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DG9166
 DG9166  HISTORY     - Date     Condition        Report By
 DG9166  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9166  HISTORY     - 20030513 GOOD             NGS
 DG9166  HISTORY     - 20100201 GOOD             SPALD
 DG9166
 DG9166                          STATION DESCRIPTION
 DG9166
 DG9166'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9166'STATION IS LOCATED AT THE EAST SIDE OF EDWARDSBURG AT THE
 DG9166'INTERSECTION OF U.S. HIGHWAY 12  AND STATE HIGHWAY 62.  IT IS IN THE
 DG9166'SOUTHEAST 1/4 OF SECTION 5, T-8-S, R-15-W AND ON HIGHWAY
 DG9166'RIGHT-OF-WAY.
 DG9166'
 DG9166'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9166'CEMENTED INTO A DRILL HOLE THE 36-INCH SQUARE CONCRETE BASE FOR  THE
 DG9166'SIGNAL LIGHT POLE AT THIS INTERSECTION.  IT IS 58.0 FEET WEST OF THE
 DG9166'CENTERLINE OF HIGHWAY 62, 56.0 FEET NORTH OF THE CENTERLINE OF
 DG9166'HIGHWAY 12, 47.2 FEET EAST-SOUTHEAST OF THE NEAR RAIL OF RAILROAD
 DG9166'TRACKS, AND 8.2 FEET NORTHEAST OF UTILITY POLE WITH STREET LAMP.
 DG9166'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9166
 DG9166                          STATION RECOVERY (2010)
 DG9166
 DG9166'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (KO)
 DG9166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9167 ***********************************************************************
 DG9167  DESIGNATION -  14411
 DG9167  PID         -  DG9167
 DG9167  STATE/COUNTY-  MI/CASS
 DG9167  COUNTRY     -  US
 DG9167  USGS QUAD   -  EDWARDSBURG (2017)
 DG9167
 DG9167                         *CURRENT SURVEY CONTROL
 DG9167  ______________________________________________________________________
 DG9167* NAD 83(1986) POSITION- 41 47 33.     (N) 086 06 31.     (W)   SCALED
 DG9167* NAVD 88 ORTHO HEIGHT -   255.747 (meters)      839.06  (feet) ADJUSTED
 DG9167  ______________________________________________________________________
 DG9167  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 DG9167  DYNAMIC HEIGHT  -        255.653 (meters)      838.75  (feet) COMP
 DG9167  MODELED GRAVITY -    980,246.6   (mgal)                       NAVD 88
 DG9167
 DG9167  VERT ORDER      -  FIRST     CLASS II
 DG9167
 DG9167.The horizontal coordinates were scaled from a map and have
 DG9167.an estimated accuracy of +/- 6 seconds.
 DG9167
 DG9167.The orthometric height was determined by differential leveling and
 DG9167.adjusted by the NATIONAL GEODETIC SURVEY
 DG9167.in March 2005.
 DG9167
 DG9167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9167.GEOID18 height accuracy estimate available here.
 DG9167
 DG9167.Click photographs - Photos may exist for this station.
 DG9167
 DG9167.The dynamic height is computed by dividing the NAVD 88
 DG9167.geopotential number by the normal gravity value computed on the
 DG9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9167.degrees latitude (g = 980.6199 gals.).
 DG9167
 DG9167.The modeled gravity was interpolated from observed gravity values.
 DG9167
 DG9167;                    North         East    Units  Estimated Accuracy
 DG9167;SPC MI S     -    33,990.    3,855,210.      MT  (+/- 180 meters Scaled)
 DG9167
 DG9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM740271(NAD 83)
 DG9167
 DG9167                          SUPERSEDED SURVEY CONTROL
 DG9167
 DG9167.No superseded survey control is available for this station.
 DG9167
 DG9167_MARKER: DD = SURVEY DISK
 DG9167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9167_STAMPING: 14411 2001
 DG9167_MARK LOGO: MIDT
 DG9167_PROJECTION: FLUSH
 DG9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9167+STABILITY: SURFACE MOTION
 DG9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9167+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DG9167
 DG9167  HISTORY     - Date     Condition        Report By
 DG9167  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9167  HISTORY     - 20030513 GOOD             NGS
 DG9167  HISTORY     - 20050525 GOOD             MIDT
 DG9167  HISTORY     - 20100201 GOOD             SPALD
 DG9167  HISTORY     - 20210310 MARK NOT FOUND   MIDT
 DG9167
 DG9167                          STATION DESCRIPTION
 DG9167
 DG9167'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9167'STATION IS LOCATED ABOUT 1.0 MILE WEST OF EDWARDSBURG, IN THE
 DG9167'NORTHWEST 1/4 OF SECTION 7, T-8-S, R-15-W AND ON HIGHWAY
 DG9167'RIGHT-OF-WAY.
 DG9167'
 DG9167'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAY 12 AND STATE  HIGHWAY
 DG9167'62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON HIGHWAY  12 FOR 1.6
 DG9167'MILES TO A CROSSROAD, CONRAD ROAD AND THE STATION IN  THE NORTHWEST
 DG9167'QUADRANT OF THIS INTERSECTION.
 DG9167'
 DG9167'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9167'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9167'THE GROUND SURFACE.  IT IS 66.0 FEET WEST OF THE CENTERLINE OF  CONRAD
 DG9167'RD, 34.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12, 33.0  FEET WEST
 DG9167'OF A UTILITY POLE NUMBER FBEC 11494 AND 1.0 FEET EAST OF A  UTILITY
 DG9167'POLE NUMBER FBEC 11495.
 DG9167'
 DG9167'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9167
 DG9167                          STATION RECOVERY (2005)
 DG9167
 DG9167'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 DG9167'RECOVERED IN GOOD CONDITION.
 DG9167
 DG9167                          STATION RECOVERY (2010)
 DG9167
 DG9167'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (JD)
 DG9167'RECOVERED IN GOOD CONDITION.
 DG9167
 DG9167                          STATION RECOVERY (2021)
 DG9167
 DG9167'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 DG9167'NOT FOUND, PRESUMED DESTROYED.  REPORT BY JORDAN BRAZEAU.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9168 ***********************************************************************
 DG9168  DESIGNATION -  14412
 DG9168  PID         -  DG9168
 DG9168  STATE/COUNTY-  MI/CASS
 DG9168  COUNTRY     -  US
 DG9168  USGS QUAD   -  NILES EAST (2017)
 DG9168
 DG9168                         *CURRENT SURVEY CONTROL
 DG9168  ______________________________________________________________________
 DG9168* NAD 83(1986) POSITION- 41 47 07.     (N) 086 08 15.     (W)   SCALED
 DG9168* NAVD 88 ORTHO HEIGHT -   250.817 (meters)      822.89  (feet) ADJUSTED
 DG9168  ______________________________________________________________________
 DG9168  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 DG9168  DYNAMIC HEIGHT  -        250.724 (meters)      822.58  (feet) COMP
 DG9168  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 DG9168
 DG9168  VERT ORDER      -  FIRST     CLASS II
 DG9168
 DG9168.The horizontal coordinates were scaled from a map and have
 DG9168.an estimated accuracy of +/- 6 seconds.
 DG9168
 DG9168.The orthometric height was determined by differential leveling and
 DG9168.adjusted by the NATIONAL GEODETIC SURVEY
 DG9168.in March 2005.
 DG9168
 DG9168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9168.GEOID18 height accuracy estimate available here.
 DG9168
 DG9168.Click photographs - Photos may exist for this station.
 DG9168
 DG9168.The dynamic height is computed by dividing the NAVD 88
 DG9168.geopotential number by the normal gravity value computed on the
 DG9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9168.degrees latitude (g = 980.6199 gals.).
 DG9168
 DG9168.The modeled gravity was interpolated from observed gravity values.
 DG9168
 DG9168;                    North         East    Units  Estimated Accuracy
 DG9168;SPC MI S     -    33,240.    3,852,790.      MT  (+/- 180 meters Scaled)
 DG9168
 DG9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM716262(NAD 83)
 DG9168
 DG9168                          SUPERSEDED SURVEY CONTROL
 DG9168
 DG9168.No superseded survey control is available for this station.
 DG9168
 DG9168_MARKER: DD = SURVEY DISK
 DG9168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9168_STAMPING: 14412 2001
 DG9168_MARK LOGO: MIDT
 DG9168_PROJECTION: FLUSH
 DG9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9168+STABILITY: SURFACE MOTION
 DG9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9168+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 DG9168
 DG9168  HISTORY     - Date     Condition        Report By
 DG9168  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9168  HISTORY     - 20030513 GOOD             NGS
 DG9168  HISTORY     - 20060813 GOOD             GEOCAC
 DG9168  HISTORY     - 20100201 GOOD             SPALD
 DG9168  HISTORY     - 20160601 GOOD             MIDT
 DG9168  HISTORY     - 20250708 GOOD             MIDT
 DG9168
 DG9168                          STATION DESCRIPTION
 DG9168
 DG9168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9168'STATION IS LOCATED ABOUT 3.0 MILES WEST OF EDWARDSBURG ALONG U.S.
 DG9168'HIGHWAY 12  AT THE INTERSECTION OF HIGHWAY 12 AND BRUSH RD.  IT IS  IN
 DG9168'THE NORTHWEST 1/4 OF SECTION 15, T-8-S, R-16-W AND ON HIGHWAY
 DG9168'RIGHT-OF-WAY.
 DG9168'
 DG9168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 DG9168'STATE HIGHWAY 62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON  HIGHWAY
 DG9168'12 FOR 3.1 MILES TO THE STATION ON THE LEFT IN THE CLEAR  VISION AREA
 DG9168'WHICH IS THE  SOUTHEAST QUADRANT OF THIS INTERSECTION.
 DG9168'
 DG9168'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9168'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9168'THE GROUND SURFACE.  IT IS 37.0 FEET SOUTH OF THE CENTERLINE  OF
 DG9168'HIGHWAY 12, 30.4 FEET EAST OF THE CENTERLINE OF BRUSH RD AND 1.0  FEET
 DG9168'NORTH OF UTILITY POLE NUMBER FBEC 12666.
 DG9168'
 DG9168'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9168
 DG9168                          STATION RECOVERY (2006)
 DG9168
 DG9168'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DG9168'RECOVERED IN GOOD CONDITION.
 DG9168
 DG9168                          STATION RECOVERY (2010)
 DG9168
 DG9168'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (RK)
 DG9168'RECOVERED IN GOOD CONDITION.
 DG9168
 DG9168                          STATION RECOVERY (2016)
 DG9168
 DG9168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 DG9168'RECOVERED IN GOOD CONDITION.
 DG9168
 DG9168                          STATION RECOVERY (2025)
 DG9168
 DG9168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DG9168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9169 ***********************************************************************
 DG9169  DESIGNATION -  14413
 DG9169  PID         -  DG9169
 DG9169  STATE/COUNTY-  MI/CASS
 DG9169  COUNTRY     -  US
 DG9169  USGS QUAD   -  NILES EAST (2017)
 DG9169
 DG9169                         *CURRENT SURVEY CONTROL
 DG9169  ______________________________________________________________________
 DG9169* NAD 83(1986) POSITION- 41 46 56.     (N) 086 10 01.     (W)   SCALED
 DG9169* NAVD 88 ORTHO HEIGHT -   243.385 (meters)      798.51  (feet) ADJUSTED
 DG9169  ______________________________________________________________________
 DG9169  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 DG9169  DYNAMIC HEIGHT  -        243.294 (meters)      798.21  (feet) COMP
 DG9169  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 DG9169
 DG9169  VERT ORDER      -  FIRST     CLASS II
 DG9169
 DG9169.The horizontal coordinates were scaled from a map and have
 DG9169.an estimated accuracy of +/- 6 seconds.
 DG9169
 DG9169.The orthometric height was determined by differential leveling and
 DG9169.adjusted by the NATIONAL GEODETIC SURVEY
 DG9169.in March 2005.
 DG9169
 DG9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9169.GEOID18 height accuracy estimate available here.
 DG9169
 DG9169.Click photographs - Photos may exist for this station.
 DG9169
 DG9169.The dynamic height is computed by dividing the NAVD 88
 DG9169.geopotential number by the normal gravity value computed on the
 DG9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9169.degrees latitude (g = 980.6199 gals.).
 DG9169
 DG9169.The modeled gravity was interpolated from observed gravity values.
 DG9169
 DG9169;                    North         East    Units  Estimated Accuracy
 DG9169;SPC MI S     -    32,950.    3,850,340.      MT  (+/- 180 meters Scaled)
 DG9169
 DG9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM692259(NAD 83)
 DG9169
 DG9169                          SUPERSEDED SURVEY CONTROL
 DG9169
 DG9169.No superseded survey control is available for this station.
 DG9169
 DG9169_MARKER: DD = SURVEY DISK
 DG9169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9169_STAMPING: 14413 2001
 DG9169_MARK LOGO: MIDT
 DG9169_PROJECTION: FLUSH
 DG9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9169+STABILITY: SURFACE MOTION
 DG9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9169+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DG9169
 DG9169  HISTORY     - Date     Condition        Report By
 DG9169  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9169  HISTORY     - 20030513 GOOD             NGS
 DG9169  HISTORY     - 20100201 GOOD             SPALD
 DG9169
 DG9169                          STATION DESCRIPTION
 DG9169
 DG9169'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9169'STATION IS LOCATED ABOUT 4.5 MILES WEST OF EDWARDSBURG IN THE
 DG9169'NORTHEAST 1/4 OF SECTION 16, T-8-S,R-16-W,  MILTON TOWNSHIP  AND ON
 DG9169'HIGHWAY RIGHT-OF-WAY.
 DG9169'
 DG9169'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 DG9169'STATE HIGHWAY 62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON  HIGHWAY
 DG9169'12 FOR 4.5 MILES TO THE INTERSECTION OF LEET RD RIGHT AND  THE STATION
 DG9169'SET IN THE NORTHWEST QUADRANT OF THIS INTERSECTION.
 DG9169'
 DG9169'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9169'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9169'THE GROUND SURFACE.  IT IS 120.0 FEET NORTH OF THE CENTERLINE  OF
 DG9169'HIGHWAY 12,  72.0 FEET NORTH OF A STOP SIGN, 23.0 FEET WEST OF THE
 DG9169'CENTERLINE OF LEET RD, AND 1.0 FEET WEST OF A UTILITY POLE NUMBER
 DG9169'C-583-15.
 DG9169'
 DG9169'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9169
 DG9169                          STATION RECOVERY (2010)
 DG9169
 DG9169'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (KO)
 DG9169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9170 ***********************************************************************
 DG9170  DESIGNATION -  14414
 DG9170  PID         -  DG9170
 DG9170  STATE/COUNTY-  MI/CASS
 DG9170  COUNTRY     -  US
 DG9170  USGS QUAD   -  NILES EAST (2017)
 DG9170
 DG9170                         *CURRENT SURVEY CONTROL
 DG9170  ______________________________________________________________________
 DG9170* NAD 83(1986) POSITION- 41 46 57.93   (N) 086 11 25.44   (W)   HD_HELD1
 DG9170* NAVD 88 ORTHO HEIGHT -   253.412 (meters)      831.40  (feet) ADJUSTED
 DG9170  ______________________________________________________________________
 DG9170  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 DG9170  DYNAMIC HEIGHT  -        253.319 (meters)      831.10  (feet) COMP
 DG9170  MODELED GRAVITY -    980,246.2   (mgal)                       NAVD 88
 DG9170
 DG9170  VERT ORDER      -  FIRST     CLASS II
 DG9170
 DG9170.The horizontal coordinates were determined by differentially corrected
 DG9170.hand held GPS observations or other comparable positioning techniques
 DG9170.and have an estimated accuracy of +/- 3 meters.
 DG9170
 DG9170.The orthometric height was determined by differential leveling and
 DG9170.adjusted by the NATIONAL GEODETIC SURVEY
 DG9170.in March 2005.
 DG9170
 DG9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9170.GEOID18 height accuracy estimate available here.
 DG9170
 DG9170.Click photographs - Photos may exist for this station.
 DG9170
 DG9170.The dynamic height is computed by dividing the NAVD 88
 DG9170.geopotential number by the normal gravity value computed on the
 DG9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9170.degrees latitude (g = 980.6199 gals.).
 DG9170
 DG9170.The modeled gravity was interpolated from observed gravity values.
 DG9170
 DG9170;                    North         East    Units  Estimated Accuracy
 DG9170;SPC MI S     -    33,051.5   3,848,387.7     MT  (+/- 3 meters HH1 GPS) 
 DG9170
 DG9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6727625973(NAD 83)
 DG9170
 DG9170                          SUPERSEDED SURVEY CONTROL
 DG9170
 DG9170.No superseded survey control is available for this station.
 DG9170
 DG9170_MARKER: DD = SURVEY DISK
 DG9170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9170_STAMPING: 14414 2001
 DG9170_MARK LOGO: MIDT
 DG9170_PROJECTION: FLUSH
 DG9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9170+STABILITY: SURFACE MOTION
 DG9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9170+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DG9170
 DG9170  HISTORY     - Date     Condition        Report By
 DG9170  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9170  HISTORY     - 20030513 GOOD             NGS
 DG9170  HISTORY     - 20100201 GOOD             SPALD
 DG9170  HISTORY     - 20160601 GOOD             MIDT
 DG9170
 DG9170                          STATION DESCRIPTION
 DG9170
 DG9170'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9170'STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF NILES ALONG  U.S.
 DG9170'HIGHWAY 12.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 8, T-8-S, R-16-W,
 DG9170'MILTON TOWNSHIP AND ON HIGHWAY RIGHT-OF-WAY.
 DG9170'
 DG9170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9170'ROUTE 60 EAST, GO SOUTHEAST ON HIGHWAY 12 FOR 2.5 MILES TO  THE
 DG9170'STATION ON THE LEFT, NORTH SIDE OF HIGHWAY BY UTILITY POLE  NUMBER
 DG9170'C-558-138.  THIS IS ALSO 0.2 MILES WEST OF GUMWOOD RD.
 DG9170'
 DG9170'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9170'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9170'THE GROUND SURFACE.  IT IS 47.0 FEET EAST OF THE CENTERLINE OF  A
 DG9170'DRIVEWAY TO HOUSE NUMBER 2545, 30.6 FEET NORTH OF THE  CENTERLINE OF
 DG9170'HIGHWAY 12, AND 2.0 FEET WEST OF A UTILITY POLE AND  CARSONITE WITNESS
 DG9170'POST.
 DG9170'
 DG9170'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9170
 DG9170                          STATION RECOVERY (2010)
 DG9170
 DG9170'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (JD)
 DG9170'RECOVERED IN GOOD CONDITION.
 DG9170
 DG9170                          STATION RECOVERY (2016)
 DG9170
 DG9170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 DG9170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9171 ***********************************************************************
 DG9171  DESIGNATION -  14415
 DG9171  PID         -  DG9171
 DG9171  STATE/COUNTY-  MI/CASS
 DG9171  COUNTRY     -  US
 DG9171  USGS QUAD   -  NILES EAST (2017)
 DG9171
 DG9171                         *CURRENT SURVEY CONTROL
 DG9171  ______________________________________________________________________
 DG9171* NAD 83(1986) POSITION- 41 47 50.54   (N) 086 12 52.29   (W)   HD_HELD1
 DG9171* NAVD 88 ORTHO HEIGHT -   223.954 (meters)      734.76  (feet) ADJUSTED
 DG9171  ______________________________________________________________________
 DG9171  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 DG9171  DYNAMIC HEIGHT  -        223.871 (meters)      734.48  (feet) COMP
 DG9171  MODELED GRAVITY -    980,248.6   (mgal)                       NAVD 88
 DG9171
 DG9171  VERT ORDER      -  FIRST     CLASS II
 DG9171
 DG9171.The horizontal coordinates were determined by differentially corrected
 DG9171.hand held GPS observations or other comparable positioning techniques
 DG9171.and have an estimated accuracy of +/- 3 meters.
 DG9171
 DG9171.The orthometric height was determined by differential leveling and
 DG9171.adjusted by the NATIONAL GEODETIC SURVEY
 DG9171.in March 2005.
 DG9171
 DG9171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9171.GEOID18 height accuracy estimate available here.
 DG9171
 DG9171.Click photographs - Photos may exist for this station.
 DG9171
 DG9171.The dynamic height is computed by dividing the NAVD 88
 DG9171.geopotential number by the normal gravity value computed on the
 DG9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9171.degrees latitude (g = 980.6199 gals.).
 DG9171
 DG9171.The modeled gravity was interpolated from observed gravity values.
 DG9171
 DG9171;                    North         East    Units  Estimated Accuracy
 DG9171;SPC MI S     -    34,718.1   3,846,418.0     MT  (+/- 3 meters HH1 GPS) 
 DG9171
 DG9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6525727577(NAD 83)
 DG9171
 DG9171                          SUPERSEDED SURVEY CONTROL
 DG9171
 DG9171.No superseded survey control is available for this station.
 DG9171
 DG9171_MARKER: DD = SURVEY DISK
 DG9171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9171_SP_SET: BRIDGE ABUTMENT
 DG9171_STAMPING: 14415 2001
 DG9171_MARK LOGO: MIDT
 DG9171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9171+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DG9171
 DG9171  HISTORY     - Date     Condition        Report By
 DG9171  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9171  HISTORY     - 20030513 GOOD             NGS
 DG9171  HISTORY     - 20100201 GOOD             SPALD
 DG9171  HISTORY     - 20160601 GOOD             MIDT
 DG9171  HISTORY     - 20230302 GOOD             MIDT
 DG9171
 DG9171                          STATION DESCRIPTION
 DG9171
 DG9171'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9171'STATION IS LOCATED ABOUT 2.3 MILES SOUTHEAST OF NILES ALONG U.S.
 DG9171'HIGHWAY 12.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 6, T-8-S, R-16-W,
 DG9171'MILTON TOWNSHIP AND ON HIGHWAY RIGHT-OF-WAY.
 DG9171'
 DG9171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9171'HIGHWAY 60 AT THE EAST SIDE OF NILES, GO SOUTHEAST ON  HIGHWAY 12 FOR
 DG9171'0.8 MILE TO A BRIDGE ACROSS BRANDYWINE CREEK AND  THE STATION IN THE
 DG9171'NORTHWEST END OF THE BRIDGE ABUTMENT.
 DG9171'
 DG9171'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9171'INTO A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE  BRIDGE ABUTMENT
 DG9171'FOR BRANDYWINE CREEK WHICH RUNS UNDER U.S.  HIGHWAY 12.  IT IS 26.0
 DG9171'FEET NORTHWEST OF THE CENTERLINE OF  BRANDYWINE CREEK, 23.8 FEET
 DG9171'NORTHEAST OF THE CENTERLINE OF  HIGHWAY 12, 4.6 FEET NORTHEAST OF A
 DG9171'GUARDRAIL AND 1.0 FEET  SOUTHWEST OF A CARSONITE WITNESS POST.
 DG9171'
 DG9171'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9171
 DG9171                          STATION RECOVERY (2010)
 DG9171
 DG9171'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (RK)
 DG9171'RECOVERED IN GOOD CONDITION.
 DG9171
 DG9171                          STATION RECOVERY (2016)
 DG9171
 DG9171'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 DG9171'RECOVERED IN GOOD CONDITION.
 DG9171
 DG9171                          STATION RECOVERY (2023)
 DG9171
 DG9171'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DG9171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9172 ***********************************************************************
 DG9172  DESIGNATION -  14416
 DG9172  PID         -  DG9172
 DG9172  STATE/COUNTY-  MI/CASS
 DG9172  COUNTRY     -  US
 DG9172  USGS QUAD   -  NILES EAST (2017)
 DG9172
 DG9172                         *CURRENT SURVEY CONTROL
 DG9172  ______________________________________________________________________
 DG9172* NAD 83(1986) POSITION- 41 48 39.19   (N) 086 13 28.03   (W)   HD_HELD1
 DG9172* NAVD 88 ORTHO HEIGHT -   228.945 (meters)      751.13  (feet) ADJUSTED
 DG9172  ______________________________________________________________________
 DG9172  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 DG9172  DYNAMIC HEIGHT  -        228.861 (meters)      750.85  (feet) COMP
 DG9172  MODELED GRAVITY -    980,250.6   (mgal)                       NAVD 88
 DG9172
 DG9172  VERT ORDER      -  FIRST     CLASS II
 DG9172
 DG9172.The horizontal coordinates were determined by differentially corrected
 DG9172.hand held GPS observations or other comparable positioning techniques
 DG9172.and have an estimated accuracy of +/- 3 meters.
 DG9172
 DG9172.The orthometric height was determined by differential leveling and
 DG9172.adjusted by the NATIONAL GEODETIC SURVEY
 DG9172.in March 2005.
 DG9172
 DG9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9172.GEOID18 height accuracy estimate available here.
 DG9172
 DG9172.Click photographs - Photos may exist for this station.
 DG9172
 DG9172.The dynamic height is computed by dividing the NAVD 88
 DG9172.geopotential number by the normal gravity value computed on the
 DG9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9172.degrees latitude (g = 980.6199 gals.).
 DG9172
 DG9172.The modeled gravity was interpolated from observed gravity values.
 DG9172
 DG9172;                    North         East    Units  Estimated Accuracy
 DG9172;SPC MI S     -    36,237.0   3,845,626.1     MT  (+/- 3 meters HH1 GPS) 
 DG9172
 DG9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6441929070(NAD 83)
 DG9172
 DG9172                          SUPERSEDED SURVEY CONTROL
 DG9172
 DG9172.No superseded survey control is available for this station.
 DG9172
 DG9172_MARKER: DD = SURVEY DISK
 DG9172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9172_STAMPING: 14416 2001
 DG9172_MARK LOGO: MIDT
 DG9172_PROJECTION: FLUSH
 DG9172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9172+STABILITY: SURFACE MOTION
 DG9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9172+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 DG9172
 DG9172  HISTORY     - Date     Condition        Report By
 DG9172  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9172  HISTORY     - 20030513 GOOD             NGS
 DG9172  HISTORY     - 20050525 GOOD             MIDT
 DG9172  HISTORY     - 20100201 MARK NOT FOUND   SPALD
 DG9172  HISTORY     - 20160601 POOR             MIDT
 DG9172  HISTORY     - 20180529 POOR             MIDT
 DG9172
 DG9172                          STATION DESCRIPTION
 DG9172
 DG9172'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9172'STATION IS LOCATED AT THE EAST SIDE OF NILES, AT THE NORTHEAST  CORNER
 DG9172'OF A CHAIN LINK FENCE SURROUNDING THE MDOT NILES  MAINTENANCE GARAGE
 DG9172'AT 2200 U.S. HIGHWAY 12.  IT IS IN THE NORTHWEST  1/4 OF SECTION 6,
 DG9172'T-8-S, R-16-W, MILTON TOWNSHIP AND ON DEPARTMENT  OF TRANSPORTATION
 DG9172'PROPERTY.
 DG9172'
 DG9172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9172'HIGHWAY 60 AT THE EAST SIDE OF NILES, GO NORTHWEST ON  BUSINESS ROUTE
 DG9172'12 FOR ABOUT 0.3 MILES TO THE MDOT NILES  MAINTENANCE GARAGE ON THE
 DG9172'LEFT AND THE STATION AS THE NORTHEAST  CORNER OF THE CHAIN LINK FENCE
 DG9172'SURROUNDING THE FACILITY.
 DG9172'
 DG9172'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9172'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9172'THE GROUND SURFACE.  IT  IS 98.0 FEET WEST-SOUTHWEST OF THE
 DG9172'CENTERLINE OF HIGHWAY 12 BUSINESS, 96.0 FEET EAST OF THE EAST GATE
 DG9172'POST FOR THE ENTRANCE TO MAINTENCE FACILITY AND 1.0 FEET EAST OF  THE
 DG9172'NORTHEAST CORNER OF FENCE AND CARSONITE WITNESS POST.
 DG9172'
 DG9172'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9172
 DG9172                          STATION RECOVERY (2005)
 DG9172
 DG9172'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 DG9172'RECOVERED AS DESCRIBED.
 DG9172
 DG9172                          STATION RECOVERY (2010)
 DG9172
 DG9172'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (KO)
 DG9172'FOUND CARSONITE MARKER BUT NO SURVEY DISK OR CONCRETE MONUMENT.
 DG9172
 DG9172                          STATION RECOVERY (2016)
 DG9172
 DG9172'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 DG9172'MARK RECOVERED IN POOR CONDITION.
 DG9172
 DG9172                          STATION RECOVERY (2018)
 DG9172
 DG9172'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 DG9172'THE DISK IS A LITTLE SCRATCHED UP POSSIBLY DUE TO MOWING GRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6808 ***********************************************************************
 AA6808  DESIGNATION -  145 248
 AA6808  PID         -  AA6808
 AA6808  STATE/COUNTY-  MI/WAYNE
 AA6808  COUNTRY     -  US
 AA6808  USGS QUAD   -  FLAT ROCK (2017)
 AA6808
 AA6808                         *CURRENT SURVEY CONTROL
 AA6808  ______________________________________________________________________
 AA6808* NAD 83(2011) POSITION- 42 05 02.21528(N) 083 15 20.55233(W)   ADJUSTED
 AA6808* NAD 83(2011) ELLIP HT-   144.074 (meters)        (06/27/12)   ADJUSTED
 AA6808* NAD 83(2011) EPOCH   -  2010.00
 AA6808* NAVD 88 ORTHO HEIGHT -   179.0   (meters)      587.    (feet) GPS OBS
 AA6808  ______________________________________________________________________
 AA6808  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6808  GEOID HEIGHT    -         -34.79 (meters)                     GEOID93
 AA6808  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 AA6808  NAD 83(2011) X  -    556,759.412 (meters)                     COMP
 AA6808  NAD 83(2011) Y  - -4,708,055.509 (meters)                     COMP
 AA6808  NAD 83(2011) Z  -  4,252,625.296 (meters)                     COMP
 AA6808  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 AA6808
 AA6808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6808  Standards:
 AA6808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6808  -------------------------------------------------------------------
 AA6808  NETWORK    0.79   0.84           0.37   0.25   0.43     -0.08829570
 AA6808  -------------------------------------------------------------------
 AA6808  Click here for local accuracies and other accuracy information.
 AA6808
 AA6808.The horizontal coordinates were established by GPS observations
 AA6808.and adjusted by the National Geodetic Survey in June 2012.
 AA6808
 AA6808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6808.been affixed to the stable North American tectonic plate. See 
 AA6808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6808
 AA6808.The horizontal coordinates are valid at the epoch date displayed above
 AA6808.which is a decimal equivalence of Year/Month/Day.
 AA6808
 AA6808.The orthometric height was determined by GPS observations and a
 AA6808.high-resolution geoid model.
 AA6808
 AA6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6808.GEOID18 height accuracy estimate available here.
 AA6808
 AA6808.Click photographs - Photos may exist for this station.
 AA6808
 AA6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6808
 AA6808.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6808
 AA6808.The ellipsoidal height was determined by GPS observations
 AA6808.and is referenced to NAD 83.
 AA6808
 AA6808. The following values were computed from the NAD 83(2011) position.
 AA6808
 AA6808;                    North         East     Units Scale Factor Converg.
 AA6808;SPC MI S     -    65,471.137 4,091,920.298   MT  1.00000384   +0 45 21.7
 AA6808;SPC MI S     -   214,800.32 13,424,935.36   iFT  1.00000384   +0 45 21.7
 AA6808;UTM  17      - 4,661,559.153   313,428.303   MT  1.00002833   -1 30 44.1
 AA6808
 AA6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6808!SPC MI S     -   0.99997740  x   1.00000384  =   0.99998124
 AA6808!UTM  17      -   0.99997740  x   1.00002833  =   1.00000573
 AA6808
 AA6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1342861559(NAD 83)
 AA6808
 AA6808                          SUPERSEDED SURVEY CONTROL
 AA6808
 AA6808  NAD 83(2007)-  42 05 02.21632(N)    083 15 20.55259(W) AD(2002.00) 0
 AA6808  ELLIP H (02/10/07)  144.073  (m)                       GP(2002.00)    
 AA6808  ELLIP H (07/12/02)  144.133  (m)                       GP(       ) 4 1
 AA6808  NAD 83(1994)-  42 05 02.21581(N)    083 15 20.55201(W) AD(       ) 1
 AA6808  ELLIP H (02/03/97)  144.173  (m)                       GP(       ) 4 1
 AA6808  NAD 83(1986)-  42 05 02.22332(N)    083 15 20.58112(W) AD(       ) 1
 AA6808
 AA6808.Superseded values are not recommended for survey control.
 AA6808
 AA6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6808.See file dsdata.pdf to determine how the superseded data were derived.
 AA6808
 AA6808_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6808_STAMPING: 145-248 1960
 AA6808_MARK LOGO: MI-163
 AA6808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6808+STABILITY: SURFACE MOTION
 AA6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6808+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AA6808
 AA6808  HISTORY     - Date     Condition        Report By
 AA6808  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6808  HISTORY     - 20011212 GOOD             INDIV
 AA6808  HISTORY     - 20041220 GOOD             INDIV
 AA6808  HISTORY     - 20050501 GOOD             INDIV
 AA6808  HISTORY     - 20140122 MARK NOT FOUND   C2AE
 AA6808
 AA6808                          STATION DESCRIPTION
 AA6808
 AA6808'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6808'STATION IS LOCATED APPROXIMATELY 1.0 MILEEAST OF FLAT ROCK, MICHIGAN
 AA6808'ON OLMSTEAD STREET AT WOODRUFF STREET. TO REACH FROM THE INTERSECTION
 AA6808'OF INTERSTATE I-75 AND GIBRALTOR ROAD (EXIT 29), PROCEED WEST ON
 AA6808'GIBRALTOR ROAD FOR 0.7 MILESTO OLMSTEAD ROAD, THENCE GO SOUTH 0.75
 AA6808'MILESON OLMSTEAD TO WOODRUFF STREET AND THE STATION IN THE NORTHEAST
 AA6808'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6808'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF OLMSTEAD IS
 AA6808'N 90 W, 30.0 FEET,  CENTERLINE OF WOODRUFF IS S 0 W, 80 FEET,
 AA6808'CENTERLINE OF HYDRANT IS S 20 W, 9.3 FEET.
 AA6808
 AA6808                          STATION RECOVERY (2001)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6808'RECOVERED IN GOOD CONDITION.
 AA6808
 AA6808                          STATION RECOVERY (2004)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6808'RECOVERED AS DESCRIBED
 AA6808
 AA6808                          STATION RECOVERY (2005)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6808'RECOVERED IN GOOD CONDITION.
 AA6808
 AA6808                          STATION RECOVERY (2014)
 AA6808
 AA6808'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BLD)
 AA6808'NOT RECOVERED, NOT FOUND. RECENT UTILITY/ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1362 ***********************************************************************
 RL1362  DESIGNATION -  1457.8
 RL1362  PID         -  RL1362
 RL1362  STATE/COUNTY-  MI/ONTONAGON
 RL1362  COUNTRY     -  US
 RL1362  USGS QUAD   -  BERGLAND NE (2017)
 RL1362
 RL1362                         *CURRENT SURVEY CONTROL
 RL1362  ______________________________________________________________________
 RL1362* NAD 83(1986) POSITION- 46 39 01.     (N) 089 33 07.     (W)   SCALED
 RL1362* NAVD 88 ORTHO HEIGHT -   444.324 (meters)     1457.75  (feet) ADJUSTED
 RL1362  ______________________________________________________________________
 RL1362  GEOID HEIGHT    -        -30.910 (meters)                     GEOID18
 RL1362  DYNAMIC HEIGHT  -        444.361 (meters)     1457.87  (feet) COMP
 RL1362  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 RL1362
 RL1362  VERT ORDER      -  SECOND    CLASS 0
 RL1362
 RL1362.The horizontal coordinates were scaled from a map and have
 RL1362.an estimated accuracy of +/- 6 seconds.
 RL1362
 RL1362.The orthometric height was determined by differential leveling and
 RL1362.adjusted by the NATIONAL GEODETIC SURVEY
 RL1362.in June 1991.
 RL1362
 RL1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1362.GEOID18 height accuracy estimate available here.
 RL1362
 RL1362.Click photographs - Photos may exist for this station.
 RL1362
 RL1362.The dynamic height is computed by dividing the NAVD 88
 RL1362.geopotential number by the normal gravity value computed on the
 RL1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1362.degrees latitude (g = 980.6199 gals.).
 RL1362
 RL1362.The modeled gravity was interpolated from observed gravity values.
 RL1362
 RL1362;                    North         East    Units  Estimated Accuracy
 RL1362;SPC MI N     -   210,650.    7,804,700.      MT  (+/- 180 meters Scaled)
 RL1362
 RL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS047694(NAD 83)
 RL1362
 RL1362                          SUPERSEDED SURVEY CONTROL
 RL1362
 RL1362  NGVD 29 (??/??/92)  444.337  (m)         1457.80   (f) ADJ UNCH    2 0
 RL1362
 RL1362.Superseded values are not recommended for survey control.
 RL1362
 RL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1362.See file dsdata.pdf to determine how the superseded data were derived.
 RL1362
 RL1362_MARKER: B = BOLT
 RL1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1362_SP_SET: MAPLE TREE ROOT
 RL1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1362
 RL1362  HISTORY     - Date     Condition        Report By
 RL1362  HISTORY     - UNK      MONUMENTED       USGS
 RL1362  HISTORY     - 1948     GOOD             CGS
 RL1362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1362  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1362  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1362
 RL1362                          STATION DESCRIPTION
 RL1362
 RL1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1362'5 MI NE FROM BERGLAND.
 RL1362'ABOUT 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1362'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, ON A CURVE WITH
 RL1362'TANGENTS SOUTH AND NORTHWEST, 35 FEET WEST OF THE CENTER LINE
 RL1362'OF THE HIGHWAY, 19 FEET WEST OF USC AND GS B.M. G 131, 1 FOOT
 RL1362'ABOVE THE HIGHWAY AND SET IN THE EAST ROOT OF A 20-INCH MAPLE
 RL1362'TREE.
 RL1362
 RL1362                          STATION RECOVERY (1987)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1362'MARK NOT FOUND.
 RL1362
 RL1362                          STATION RECOVERY (1995)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1362'MARK NOT FOUND.
 RL1362
 RL1362                          STATION RECOVERY (2004)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0308 ***********************************************************************
 MC0308  DESIGNATION -  15
 MC0308  PID         -  MC0308
 MC0308  STATE/COUNTY-  MI/MONROE
 MC0308  COUNTRY     -  US
 MC0308  USGS QUAD   -  MONROE (2017)
 MC0308
 MC0308                         *CURRENT SURVEY CONTROL
 MC0308  ______________________________________________________________________
 MC0308* NAD 83(1986) POSITION- 41 53 50.0    (N) 083 23 36.1    (W)   HD_HELD2
 MC0308* NAVD 88 ORTHO HEIGHT -   178.003 (meters)      584.00  (feet) ADJUSTED
 MC0308  ______________________________________________________________________
 MC0308  GEOID HEIGHT    -        -35.267 (meters)                     GEOID18
 MC0308  DYNAMIC HEIGHT  -        177.939 (meters)      583.79  (feet) COMP
 MC0308  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 MC0308
 MC0308  VERT ORDER      -  FIRST     CLASS I
 MC0308
 MC0308.The horizontal coordinates were established by autonomous hand held GPS
 MC0308.observations and have an estimated accuracy of +/- 10 meters.
 MC0308
 MC0308.The orthometric height was determined by differential leveling and
 MC0308.adjusted by the NATIONAL GEODETIC SURVEY
 MC0308.in June 1991.
 MC0308
 MC0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0308.GEOID18 height accuracy estimate available here.
 MC0308
 MC0308.Click photographs - Photos may exist for this station.
 MC0308
 MC0308.The dynamic height is computed by dividing the NAVD 88
 MC0308.geopotential number by the normal gravity value computed on the
 MC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0308.degrees latitude (g = 980.6199 gals.).
 MC0308
 MC0308.The modeled gravity was interpolated from observed gravity values.
 MC0308
 MC0308;                    North         East    Units  Estimated Accuracy
 MC0308;SPC MI S     -    44,591.    4,080,771.      MT  (+/- 10 meters HH2 GPS)
 MC0308
 MC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0146241135(NAD 83)
 MC0308
 MC0308                          SUPERSEDED SURVEY CONTROL
 MC0308
 MC0308  NGVD 29 (??/??/92)  178.170  (m)          584.55   (f) ADJ UNCH    1 1
 MC0308
 MC0308.Superseded values are not recommended for survey control.
 MC0308
 MC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0308.See file dsdata.pdf to determine how the superseded data were derived.
 MC0308
 MC0308_MARKER: DD = SURVEY DISK
 MC0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0308_SP_SET: CULVERT HEADWALL
 MC0308_STAMPING: BENCH MARK ELEV NO 15 USC AND G 1899
 MC0308_MARK LOGO: DTSRR
 MC0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0308+STABILITY: SURFACE MOTION
 MC0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0308+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1992
 MC0308
 MC0308  HISTORY     - Date     Condition        Report By
 MC0308  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0308  HISTORY     - 1968     GOOD             CGS
 MC0308  HISTORY     - 19920328 POOR             LOCENG
 MC0308  HISTORY     - 20070125 POOR             MANNIK
 MC0308
 MC0308                          STATION DESCRIPTION
 MC0308
 MC0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0308'1 MI SW FROM MONROE.
 MC0308'ABOUT 1.0 MILE SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE PENN
 MC0308'CENTRAL RAILROAD FROM THE CROSSING OF EAST FIRST STREET AT MONROE,
 MC0308'ALONG THE DETROIT AND TOLEDO SHORE LINE RAILROAD, ABOUT 0.35
 MC0308'MILE SOUTHWEST OF MILEPOST D 36, 107 FEET SOUTHEAST OF THE
 MC0308'SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD, SET ON THE TOP OF
 MC0308'THE SOUTHEAST HEAD WALL OF A 12-FOOT BOX CULVERT UNDER THE
 MC0308'D AND T SL RR AND OVER TAMARAC CREEK, 7.5 FEET SOUTHEAST OF THE
 MC0308'SOUTHEAST RAIL OF THE D AND T SL RR AND 1 1/2 FEET BELOW THE
 MC0308'LEVEL OF THE TRACK.
 MC0308
 MC0308                          STATION RECOVERY (1992)
 MC0308
 MC0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0308'NO MARKINGS, MOST OF DISK MISSING.  FOUND BRASS STEM WITH CENTER PUNCH
 MC0308'INSIDE DEPRESSION MADE BY BRASS DISK IN CONCRETE.  LOCATED 2 FT (0.6
 MC0308'M) NORTHEAST OF SOUTHWEST END OF SOUTHEAST HEADWALL OF 12 FT (3.7 M)
 MC0308'CONCRETE CULVERT UNDER GRAND TRUNK WESTERN RAILROAD (FORMERLY DTSRR)
 MC0308'AT TAMARAC CREEK.
 MC0308
 MC0308                          STATION RECOVERY (2007)
 MC0308
 MC0308'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2007 (BDB)
 MC0308'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0008 ***********************************************************************
 PL0008  DESIGNATION -  15
 PL0008  PID         -  PL0008
 PL0008  STATE/COUNTY-  MI/OSCODA
 PL0008  COUNTRY     -  US
 PL0008  USGS QUAD   -  LUZERNE (2017)
 PL0008
 PL0008                         *CURRENT SURVEY CONTROL
 PL0008  ______________________________________________________________________
 PL0008* NAD 83(1986) POSITION- 44 34 49.     (N) 084 19 50.     (W)   SCALED
 PL0008* NAVD 88 ORTHO HEIGHT -   356.908 (meters)     1170.96  (feet) ADJUSTED
 PL0008  ______________________________________________________________________
 PL0008  GEOID HEIGHT    -        -34.847 (meters)                     GEOID18
 PL0008  DYNAMIC HEIGHT  -        356.858 (meters)     1170.79  (feet) COMP
 PL0008  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 PL0008
 PL0008  VERT ORDER      -  SECOND    CLASS 0
 PL0008
 PL0008.The horizontal coordinates were scaled from a map and have
 PL0008.an estimated accuracy of +/- 6 seconds.
 PL0008
 PL0008.The orthometric height was determined by differential leveling and
 PL0008.adjusted by the NATIONAL GEODETIC SURVEY
 PL0008.in June 1991.
 PL0008
 PL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0008.GEOID18 height accuracy estimate available here.
 PL0008
 PL0008.Click photographs - Photos may exist for this station.
 PL0008
 PL0008.The dynamic height is computed by dividing the NAVD 88
 PL0008.geopotential number by the normal gravity value computed on the
 PL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0008.degrees latitude (g = 980.6199 gals.).
 PL0008
 PL0008.The modeled gravity was interpolated from observed gravity values.
 PL0008
 PL0008;                    North         East    Units  Estimated Accuracy
 PL0008;SPC MI C     -   140,410.    6,002,870.      MT  (+/- 180 meters Scaled)
 PL0008
 PL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ119397(NAD 83)
 PL0008
 PL0008                          SUPERSEDED SURVEY CONTROL
 PL0008
 PL0008  NGVD 29 (??/??/92)  357.026  (m)         1171.34   (f) ADJ UNCH    2 0
 PL0008
 PL0008.Superseded values are not recommended for survey control.
 PL0008
 PL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0008.See file dsdata.pdf to determine how the superseded data were derived.
 PL0008
 PL0008_MARKER: N = NAIL
 PL0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0008_SP_SET: PINE TREE
 PL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0008
 PL0008  HISTORY     - Date     Condition        Report By
 PL0008  HISTORY     - UNK      MONUMENTED       MIDH
 PL0008  HISTORY     - 1943     MARK NOT FOUND   CGS
 PL0008  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0008
 PL0008                          STATION DESCRIPTION
 PL0008
 PL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PL0008'4.6 MI SW FROM LUZERNE.
 PL0008'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0008'AT LUZERNE, OSCODA COUNTY, OUTSIDE OF A LONG SHARP CURVE, 209
 PL0008'YARDS WEST OF AN IRON PIPE CULVERT, 32 FEET SOUTH OF THE CENTERLINE
 PL0008'OF THE HIGHWAY, AND IN THE BASE OF A 12-INCH PINE TREE.  A MICHIGAN
 PL0008'STATE HIGHWAY DEPARTMENT STANDARD NAIL AND WASHER.  NOTE-- A
 PL0008'CORRUGATED PIPE CULVERT AND A LARGE PINE TREE WERE DISCOVERED.
 PL0008'THE TREE WAS APPROXIMATELY 209 YARDS WEST FROM THE CULVERT.
 PL0008
 PL0008                          STATION RECOVERY (2001)
 PL0008
 PL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0061 ***********************************************************************
 PL0061  DESIGNATION -  15
 PL0061  PID         -  PL0061
 PL0061  STATE/COUNTY-  MI/OGEMAW
 PL0061  COUNTRY     -  US
 PL0061  USGS QUAD   -  DAMON (2017)
 PL0061
 PL0061                         *CURRENT SURVEY CONTROL
 PL0061  ______________________________________________________________________
 PL0061* NAD 83(1986) POSITION- 44 27 42.     (N) 084 07 38.     (W)   SCALED
 PL0061* NAVD 88 ORTHO HEIGHT -   366.539 (meters)     1202.55  (feet) ADJUSTED
 PL0061  ______________________________________________________________________
 PL0061  GEOID HEIGHT    -        -34.964 (meters)                     GEOID18
 PL0061  DYNAMIC HEIGHT  -        366.484 (meters)     1202.37  (feet) COMP
 PL0061  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 PL0061
 PL0061  VERT ORDER      -  SECOND    CLASS 0
 PL0061
 PL0061.The horizontal coordinates were scaled from a map and have
 PL0061.an estimated accuracy of +/- 6 seconds.
 PL0061
 PL0061.The orthometric height was determined by differential leveling and
 PL0061.adjusted by the NATIONAL GEODETIC SURVEY
 PL0061.in June 1991.
 PL0061
 PL0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0061.GEOID18 height accuracy estimate available here.
 PL0061
 PL0061.Click photographs - Photos may exist for this station.
 PL0061
 PL0061.The dynamic height is computed by dividing the NAVD 88
 PL0061.geopotential number by the normal gravity value computed on the
 PL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0061.degrees latitude (g = 980.6199 gals.).
 PL0061
 PL0061.The modeled gravity was interpolated from observed gravity values.
 PL0061
 PL0061;                    North         East    Units  Estimated Accuracy
 PL0061;SPC MI C     -   127,260.    6,019,050.      MT  (+/- 180 meters Scaled)
 PL0061
 PL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ285271(NAD 83)
 PL0061
 PL0061                          SUPERSEDED SURVEY CONTROL
 PL0061
 PL0061  NGVD 29 (??/??/92)  366.672  (m)         1202.99   (f) ADJ UNCH    2 0
 PL0061
 PL0061.Superseded values are not recommended for survey control.
 PL0061
 PL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0061.See file dsdata.pdf to determine how the superseded data were derived.
 PL0061
 PL0061_MARKER: N = NAIL
 PL0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0061_SP_SET: POPLAR TREE
 PL0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0061
 PL0061  HISTORY     - Date     Condition        Report By
 PL0061  HISTORY     - UNK      MONUMENTED       MIDH
 PL0061  HISTORY     - 1934     GOOD             CGS
 PL0061
 PL0061                          STATION DESCRIPTION
 PL0061
 PL0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0061'3.2 MI N FROM ROSE CITY.
 PL0061'3.2 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0061'ROSE CITY, OGEMAW COUNTY, 40 YARDS NORTHWEST OF A BARN, 24
 PL0061'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT,
 PL0061'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 PL0061'ROOT OF A 12-INCH POPLAR TREE.  A MICHIGAN STATE HIGHWAY DEPARTMENT
 PL0061'STANDARD NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1416 ***********************************************************************
 RJ1416  DESIGNATION -  15
 RJ1416  PID         -  RJ1416
 RJ1416  STATE/COUNTY-  MI/CHIPPEWA
 RJ1416  COUNTRY     -  US
 RJ1416  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1416
 RJ1416                         *CURRENT SURVEY CONTROL
 RJ1416  ______________________________________________________________________
 RJ1416* NAD 83(1994) POSITION- 46 24 19.48569(N) 084 15 25.28516(W)   ADJUSTED
 RJ1416* NAVD 88 ORTHO HEIGHT -   176.7   (meters)      580.    (feet) VERTCON3
 RJ1416  ______________________________________________________________________
 RJ1416  GEOID HEIGHT    -        -36.613 (meters)                     GEOID18
 RJ1416  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 RJ1416  HORZ ORDER      -  THIRD
 RJ1416
 RJ1416.The horizontal coordinates were established by classical geodetic methods
 RJ1416.and adjusted by the National Geodetic Survey in February 1997.
 RJ1416
 RJ1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1416
 RJ1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1416.GEOID18 height accuracy estimate available here.
 RJ1416
 RJ1416.Click photographs - Photos may exist for this station.
 RJ1416
 RJ1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1416
 RJ1416. The following values were computed from the NAD 83(1994) position.
 RJ1416
 RJ1416;                    North         East     Units Scale Factor Converg.
 RJ1416;SPC MI N     -   183,933.374 8,210,860.701   MT  0.99990503   +1 58 57.3
 RJ1416;SPC MI N     -   603,455.95 26,938,519.36   iFT  0.99990503   +1 58 57.3
 RJ1416;UTM  16      - 5,142,749.636   710,834.593   MT  1.00014643   +1 59 14.3
 RJ1416
 RJ1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1416!SPC MI N     -   0.99997804  x   0.99990503  =   0.99988308
 RJ1416!UTM  16      -   0.99997804  x   1.00014643  =   1.00012447
 RJ1416
 RJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1083442749(NAD 83)
 RJ1416
 RJ1416                          SUPERSEDED SURVEY CONTROL
 RJ1416
 RJ1416  NAD 83(1986)-  46 24 19.47994(N)    084 15 25.28705(W) AD(       ) 3
 RJ1416  NGVD 29 (02/08/93)  176.8    (m)          580.     (f) VERT ANG       
 RJ1416
 RJ1416.Superseded values are not recommended for survey control.
 RJ1416
 RJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1416.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1416
 RJ1416_MARKER: H = DRILL HOLE
 RJ1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1416_PROJECTION: FLUSH
 RJ1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1416+STABILITY: SURFACE MOTION
 RJ1416
 RJ1416  HISTORY     - Date     Condition        Report By
 RJ1416  HISTORY     - UNK      MONUMENTED       USACE
 RJ1416  HISTORY     - 1987     GOOD             NGS
 RJ1416
 RJ1416                          STATION DESCRIPTION
 RJ1416
 RJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (RDC)
 RJ1416'THE STATION IS LOCATED NEAR THE WESTERLY SHORELINE OF THE ST MARYS
 RJ1416'RIVER APPROXIMATELY 6.0 MILES SOUTH FROM THE FERRY LANDING TO SUGAR
 RJ1416'ISLAND AND 1.2 MILES WEST-SOUTHWEST FROM THE SUGAR ISLAND LEADING
 RJ1416'LIGHT.
 RJ1416'
 RJ1416'TO REACH THE STATION FROM THE FERRY LANDING TO SUGAR ISLAND GO BY FOLL
 RJ1416'SOUTH FOR 10.0 KM (6.0 MI) ON THE ST MARYS RIVER.
 RJ1416'
 RJ1416'THE STATION IS A DRILL HOLE IN THE CENTER OF A 11 AND 1/2 INCH
 RJ1416'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION HAS A USE
 RJ1416'TRIPOD WITH A WHITE TRIANGLE OVER IT WHICH THE CORPS OF ENGINEERS
 RJ1416'USE FOR CONTROLING THEIR DREDGING IN THE CHANNEL.  THE AREA IS AT
 RJ1416'A SMALL CANAL GOING EASTERLY AND IS VERY SHOAL AND SWAMPY.
 RJ1416'
 RJ1416'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1416'
 RJ1416'DESCRIBED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1279 ***********************************************************************
 RJ1279  DESIGNATION -  15 C4W 109
 RJ1279  PID         -  RJ1279
 RJ1279  STATE/COUNTY-  MI/CHIPPEWA
 RJ1279  COUNTRY     -  US
 RJ1279  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1279
 RJ1279                         *CURRENT SURVEY CONTROL
 RJ1279  ______________________________________________________________________
 RJ1279* NAD 83(1994) POSITION- 46 24 19.48605(N) 084 15 25.28796(W)   ADJUSTED
 RJ1279* NAVD 88 ORTHO HEIGHT -   177.1   (meters)      581.    (feet) VERTCON3
 RJ1279  ______________________________________________________________________
 RJ1279  GEOID HEIGHT    -        -36.613 (meters)                     GEOID18
 RJ1279  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 RJ1279  HORZ ORDER      -  SECOND
 RJ1279
 RJ1279.The horizontal coordinates were established by classical geodetic methods
 RJ1279.and adjusted by the National Geodetic Survey in February 1997.
 RJ1279
 RJ1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1279
 RJ1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1279.GEOID18 height accuracy estimate available here.
 RJ1279
 RJ1279.Click photographs - Photos may exist for this station.
 RJ1279
 RJ1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1279
 RJ1279. The following values were computed from the NAD 83(1994) position.
 RJ1279
 RJ1279;                    North         East     Units Scale Factor Converg.
 RJ1279;SPC MI N     -   183,933.383 8,210,860.640   MT  0.99990503   +1 58 57.3
 RJ1279;SPC MI N     -   603,455.98 26,938,519.16   iFT  0.99990503   +1 58 57.3
 RJ1279;UTM  16      - 5,142,749.645   710,834.533   MT  1.00014643   +1 59 14.3
 RJ1279
 RJ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1279!SPC MI N     -   0.99997798  x   0.99990503  =   0.99988301
 RJ1279!UTM  16      -   0.99997798  x   1.00014643  =   1.00012440
 RJ1279
 RJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1083442749(NAD 83)
 RJ1279
 RJ1279                          SUPERSEDED SURVEY CONTROL
 RJ1279
 RJ1279  NAD 83(1986)-  46 24 19.47703(N)    084 15 25.28599(W) AD(       ) 2
 RJ1279  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 RJ1279
 RJ1279.Superseded values are not recommended for survey control.
 RJ1279
 RJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1279.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1279
 RJ1279_MARKER: DS = TRIANGULATION STATION DISK
 RJ1279_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1279+WITH SETTING: INFORMATION.
 RJ1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1279+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1279
 RJ1279  HISTORY     - Date     Condition        Report By
 RJ1279  HISTORY     - 1988     MONUMENTED       USACE
 RJ1279  HISTORY     - 20031205 GOOD             INDIV
 RJ1279
 RJ1279                          STATION DESCRIPTION
 RJ1279
 RJ1279'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1279'THE STATION IS LOCATED ABOUT 12.2 KM (7.6 MI) SOUTHEAST OF SAULT STE
 RJ1279'MARIE, 33.0 KM (20.5 MI) NORTHEAST OF RUDYARD, 53.4 KM (33.2 MI)
 RJ1279'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PLAT OF LOMA BEACH, GOVT LOT
 RJ1279'4, SEC 1, T46N-R1E.
 RJ1279'OWNERSHIP---CHIPPEWA COUNTY ROAD COMMISSION
 RJ1279'
 RJ1279'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1279'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1279'RIGHT AND GO
 RJ1279'SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE ROAD, TURN LEFT
 RJ1279'AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO M-129, TURN RIGHT
 RJ1279'AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT AND GO
 RJ1279'EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS AREA.
 RJ1279'TRAVEL BY BOAT UPRIVER FOR 15 MINUTES ALONG ST MARYS RIVER, ON WEST
 RJ1279'SIDE WHERE STATION IS LOCATED.
 RJ1279'
 RJ1279'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-109
 RJ1279'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RJ1279'DRIVEN 20.1 METERS (66 FT) INTO THE GROUND AND LOCATED 29.0 METERS
 RJ1279'(95 FT) FROM WATER AND 12.2 METERS (40 FT) FROM STREAM.
 RJ1279'
 RJ1279'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1279
 RJ1279                          STATION RECOVERY (2003)
 RJ1279
 RJ1279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5160 ***********************************************************************
 AA5160  DESIGNATION -  15 PJH
 AA5160  PID         -  AA5160
 AA5160  STATE/COUNTY-  MI/WASHTENAW
 AA5160  COUNTRY     -  US
 AA5160  USGS QUAD   -  SALINE (2017)
 AA5160
 AA5160                         *CURRENT SURVEY CONTROL
 AA5160  ______________________________________________________________________
 AA5160* NAD 83(2011) POSITION- 42 14 24.89183(N) 083 51 58.76963(W)   ADJUSTED
 AA5160* NAD 83(2011) ELLIP HT-   247.488 (meters)        (06/27/12)   ADJUSTED
 AA5160* NAD 83(2011) EPOCH   -  2010.00
 AA5160* NAVD 88 ORTHO HEIGHT -   281.6   (meters)      924.    (feet) GPS OBS
 AA5160  ______________________________________________________________________
 AA5160  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5160  GEOID HEIGHT    -         -33.95 (meters)                     GEOID93
 AA5160  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 AA5160  NAD 83(2011) X  -    505,316.794 (meters)                     COMP
 AA5160  NAD 83(2011) Y  - -4,702,210.815 (meters)                     COMP
 AA5160  NAD 83(2011) Z  -  4,265,564.026 (meters)                     COMP
 AA5160  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 AA5160
 AA5160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5160  Standards:
 AA5160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5160  -------------------------------------------------------------------
 AA5160  NETWORK   12.65  14.72           5.57   4.65   7.51      0.17268965
 AA5160  -------------------------------------------------------------------
 AA5160  Click here for local accuracies and other accuracy information.
 AA5160
 AA5160.The horizontal coordinates were established by GPS observations
 AA5160.and adjusted by the National Geodetic Survey in June 2012.
 AA5160
 AA5160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5160.been affixed to the stable North American tectonic plate. See 
 AA5160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5160
 AA5160.The horizontal coordinates are valid at the epoch date displayed above
 AA5160.which is a decimal equivalence of Year/Month/Day.
 AA5160
 AA5160.The orthometric height was determined by GPS observations and a
 AA5160.high-resolution geoid model.
 AA5160
 AA5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5160.GEOID18 height accuracy estimate available here.
 AA5160
 AA5160.Click photographs - Photos may exist for this station.
 AA5160
 AA5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5160
 AA5160.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5160
 AA5160.The ellipsoidal height was determined by GPS observations
 AA5160.and is referenced to NAD 83.
 AA5160
 AA5160. The following values were computed from the NAD 83(2011) position.
 AA5160
 AA5160;                    North         East     Units Scale Factor Converg.
 AA5160;SPC MI S     -    82,348.274 4,041,295.910   MT  0.99996974   +0 20 25.8
 AA5160;SPC MI S     -   270,171.50 13,258,844.85   iFT  0.99996974   +0 20 25.8
 AA5160;UTM  17      - 4,680,429.668   263,503.145   MT  1.00028824   -1 55 39.9
 AA5160
 AA5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5160!SPC MI S     -   0.99996119  x   0.99996974  =   0.99993093
 AA5160!UTM  17      -   0.99996119  x   1.00028824  =   1.00024941
 AA5160
 AA5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6350380429(NAD 83)
 AA5160
 AA5160                          SUPERSEDED SURVEY CONTROL
 AA5160
 AA5160  NAD 83(2007)-  42 14 24.89196(N)    083 51 58.77035(W) AD(2002.00) 0
 AA5160  ELLIP H (02/10/07)  247.510  (m)                       GP(2002.00)    
 AA5160  ELLIP H (07/12/02)  247.558  (m)                       GP(       ) 4 1
 AA5160  NAD 83(1994)-  42 14 24.89129(N)    083 51 58.76948(W) AD(       ) 1
 AA5160  ELLIP H (02/03/97)  247.591  (m)                       GP(       ) 4 1
 AA5160  NAD 83(1986)-  42 14 24.89700(N)    083 51 58.79406(W) AD(       ) 1
 AA5160
 AA5160.Superseded values are not recommended for survey control.
 AA5160
 AA5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5160.See file dsdata.pdf to determine how the superseded data were derived.
 AA5160
 AA5160_MARKER: DB = BENCH MARK DISK
 AA5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5160_STAMPING: 15 PJH 1966
 AA5160_MARK LOGO: USGS
 AA5160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5160+STABILITY: SURFACE MOTION
 AA5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5160+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA5160
 AA5160  HISTORY     - Date     Condition        Report By
 AA5160  HISTORY     - 1966     MONUMENTED       USGS
 AA5160  HISTORY     - 20050517 GOOD             INDIV
 AA5160
 AA5160                          STATION DESCRIPTION
 AA5160
 AA5160'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (PJH)
 AA5160'THE STATION IS SITUATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5160'APPROXIMATELY 6.5 MI (10.5 KM) SOUTHWEST OF THE CITY OF ANN ARBOR. TO
 AA5160'REACH THE STATION FROM THE INTERSECTION OF I-94 AND ANN ARBOR-SALINE
 AA5160'ROAD, SOUTHWEST OF ANN ARBOR, PROCEED SOUTHWEST ON ANN ARBOR-SALINE
 AA5160'ROAD FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH WATERS ROAD ON THE
 AA5160'RIGHT. TURN RIGHT AND PROCEED WEST ON WATERS ROAD FOR APPROXIMATELY
 AA5160'5.25 MI (8.45 KM) TO THE INTERSECTION WITH GRENSLEY ROAD ON THE LEFT,
 AA5160'AND THE STATION ON THE LEFT, IN THE SOUTHWEST CORNER OF THE
 AA5160'INTERSECTION. THE STATION IS A USGS BENCH MARK DISK, STAMPED 15 PJH
 AA5160'1966, AND SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 AA5160'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED APPROXIMATELY 165 FT
 AA5160'(50.3 M) SOUTH OF THE CENTERLINE OF WATERS ROAD, AND 10 FT (3.0 M)
 AA5160'WEST OF THE CENTERLINE OF GENSLEY ROAD.
 AA5160
 AA5160                          STATION RECOVERY (2005)
 AA5160
 AA5160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0162 ***********************************************************************
 RJ0162  DESIGNATION -  15 RBC
 RJ0162  PID         -  RJ0162
 RJ0162  STATE/COUNTY-  MI/MACKINAC
 RJ0162  COUNTRY     -  US
 RJ0162  USGS QUAD   -  HESSEL (2017)
 RJ0162
 RJ0162                         *CURRENT SURVEY CONTROL
 RJ0162  ______________________________________________________________________
 RJ0162* NAD 83(1986) POSITION- 46 00 21.73   (N) 084 23 51.61   (W)   HD_HELD1
 RJ0162* NAVD 88 ORTHO HEIGHT -   182.601 (meters)      599.08  (feet) ADJUSTED
 RJ0162  ______________________________________________________________________
 RJ0162  GEOID HEIGHT    -        -35.964 (meters)                     GEOID18
 RJ0162  DYNAMIC HEIGHT  -        182.609 (meters)      599.11  (feet) COMP
 RJ0162  MODELED GRAVITY -    980,654.4   (mgal)                       NAVD 88
 RJ0162
 RJ0162  VERT ORDER      -  FIRST     CLASS 0
 RJ0162
 RJ0162.The horizontal coordinates were determined by differentially corrected
 RJ0162.hand held GPS observations or other comparable positioning techniques
 RJ0162.and have an estimated accuracy of +/- 3 meters.
 RJ0162
 RJ0162.The orthometric height was determined by differential leveling and
 RJ0162.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0162.in June 1991.
 RJ0162
 RJ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0162.GEOID18 height accuracy estimate available here.
 RJ0162
 RJ0162.Click photographs - Photos may exist for this station.
 RJ0162
 RJ0162.The dynamic height is computed by dividing the NAVD 88
 RJ0162.geopotential number by the normal gravity value computed on the
 RJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0162.degrees latitude (g = 980.6199 gals.).
 RJ0162
 RJ0162.The modeled gravity was interpolated from observed gravity values.
 RJ0162
 RJ0162;                    North         East    Units  Estimated Accuracy
 RJ0162;SPC MI N     -   139,204.1   8,201,509.8     MT  (+/- 3 meters HH1 GPS) 
 RJ0162
 RJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0148098010(NAD 83)
 RJ0162
 RJ0162                          SUPERSEDED SURVEY CONTROL
 RJ0162
 RJ0162.No superseded survey control is available for this station.
 RJ0162
 RJ0162_MARKER: DB = BENCH MARK DISK
 RJ0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0162_SP_SET: CULVERT HEADWALL
 RJ0162_STAMPING: 15 RBC 1958
 RJ0162_MARK LOGO: USGS-E
 RJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0162+STABILITY: SURFACE MOTION
 RJ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0162+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 RJ0162
 RJ0162  HISTORY     - Date     Condition        Report By
 RJ0162  HISTORY     - 1958     MONUMENTED       USGS
 RJ0162  HISTORY     - 1972     GOOD             USLS
 RJ0162  HISTORY     - 1983     GOOD             NGS
 RJ0162  HISTORY     - 19940729 GOOD             USPSQD
 RJ0162  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 RJ0162  HISTORY     - 20010331 GOOD             NGS
 RJ0162  HISTORY     - 20060809 GOOD             MIDT
 RJ0162  HISTORY     - 20080924 GOOD             INDIV
 RJ0162  HISTORY     - 20130327 GOOD             INDIV
 RJ0162  HISTORY     - 20191002 GOOD             MIDT
 RJ0162  HISTORY     - 20221019 GOOD             PROFLN
 RJ0162
 RJ0162                          STATION DESCRIPTION
 RJ0162
 RJ0162'DESCRIBED BY US LAKE SURVEY 1972
 RJ0162'1.8 MI W FROM CEDARVILLE.
 RJ0162'15 RBC IS IN MACKINAC COUNTY, MICHIGAN, 1.76 MILES WEST FROM
 RJ0162'THE INTERSECTION OF HIGHWAY M-129 (MERIDIAN ROAD) AND HIGHWAY
 RJ0162'M-134 IN CEDARVILLE, 1.33 MILES EAST OF INTERSECTION OF HIGHWAY
 RJ0162'M-134 AND 3 MILE ROAD (CO. RD. 130) AT JUNCTION OF STATE AVENUE
 RJ0162'(CO. RD. 129) WITH HIGHWAY M-134, 58 FEET NORTH OF CENTERLINE
 RJ0162'OF HIGHWAY M-134, 43.7 FEET SOUTH OF UTILITY POLE NO. E 53,
 RJ0162'1 FOOT ABOVE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0162'OF BRONZE DISC SET INTO THE CONCRETE CULVERT.
 RJ0162
 RJ0162                          STATION RECOVERY (1983)
 RJ0162
 RJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0162'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 RJ0162'(1.76 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 RJ0162'HIGHWAY 129 IN CEDARVILLE, ALSO 0.8 KM (1.33 MI) EAST ALONG STATE
 RJ0162'HIGHWAY 134 FROM THE JUNCTION OF COUNTY ROAD 130 IN HESSEL, SET IN THE
 RJ0162'SOUTH END OF THE CONCRETE HEADWALL OF A BOXED CULVERT UNDER COUNTY
 RJ0162'ROAD 129, 17.67 METERS (58.0 FT) NORTH OF CENTERLINE OF HIGHWAY 134,
 RJ0162'7.62 METERS (25.0 FT) WEST OF THE CENTER OF COUNTY ROAD 129, AND
 RJ0162'13.31 METERS (43.7 FT) SOUTH OF A UTILITY POLE NUMBER E 53.
 RJ0162'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 129.
 RJ0162
 RJ0162                          STATION RECOVERY (1994)
 RJ0162
 RJ0162'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0162'RECOVERED IN GOOD CONDITION.
 RJ0162
 RJ0162                          STATION RECOVERY (1995)
 RJ0162
 RJ0162'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0162'MARK NOT FOUND.
 RJ0162
 RJ0162                          STATION RECOVERY (2001)
 RJ0162
 RJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0162
 RJ0162                          STATION RECOVERY (2006)
 RJ0162
 RJ0162'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (BLJ)
 RJ0162'RECOVERED IN GOOD CONDITION.
 RJ0162
 RJ0162                          STATION RECOVERY (2008)
 RJ0162
 RJ0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMD)
 RJ0162'THIS MARK CAN BE OCCUPIED WITH GPS USING A BIPOD INSTEAD OF A TRIPOD.
 RJ0162
 RJ0162                          STATION RECOVERY (2013)
 RJ0162
 RJ0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JMD)
 RJ0162'RECOVERED IN GOOD CONDITION.
 RJ0162
 RJ0162                          STATION RECOVERY (2019)
 RJ0162
 RJ0162'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (LEW)
 RJ0162'IN ADDITION TO THE 1972 AND 1983 DESCRIPTIONS, THE MARK IS LOCATED IN
 RJ0162'THE NORTH-NORTHWEST QUADRANT OF M-134 AND WEST STATE AVENUE, SET IN
 RJ0162'THE TOP SOUTH END OF THE WEST CONCRETE HEADWALL OF CULVERT UNDER WEST
 RJ0162'STATE AVENUE.  ALSO, 43.7 FT (13.3 M) SOUTH OF UTILITY POLE
 RJ0162'RV3/148/53.
 RJ0162
 RJ0162                          STATION RECOVERY (2022)
 RJ0162
 RJ0162'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (PNL)
 RJ0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1078 ***********************************************************************
 RJ1078  DESIGNATION -  15 RIPLEY
 RJ1078  PID         -  RJ1078
 RJ1078  STATE/COUNTY-  MI/CHIPPEWA
 RJ1078  COUNTRY     -  US
 RJ1078  USGS QUAD   -  SHALLOWS (2017)
 RJ1078
 RJ1078                         *CURRENT SURVEY CONTROL
 RJ1078  ______________________________________________________________________
 RJ1078* NAD 83(1994) POSITION- 46 26 48.82806(N) 084 29 49.47746(W)   ADJUSTED
 RJ1078* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1078  ______________________________________________________________________
 RJ1078  GEOID HEIGHT    -        -36.487 (meters)                     GEOID18
 RJ1078  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 RJ1078  HORZ ORDER      -  THIRD
 RJ1078
 RJ1078.The horizontal coordinates were established by classical geodetic methods
 RJ1078.and adjusted by the National Geodetic Survey in February 1997.
 RJ1078
 RJ1078.The orthometric height was scaled from a topographic map.
 RJ1078
 RJ1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1078.GEOID18 height accuracy estimate available here.
 RJ1078
 RJ1078.Click photographs - Photos may exist for this station.
 RJ1078
 RJ1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1078
 RJ1078. The following values were computed from the NAD 83(1994) position.
 RJ1078
 RJ1078;                    North         East     Units Scale Factor Converg.
 RJ1078;SPC MI N     -   187,931.371 8,192,267.949   MT  0.99990680   +1 48 32.7
 RJ1078;SPC MI N     -   616,572.74 26,877,519.52   iFT  0.99990680   +1 48 32.7
 RJ1078;SPC MI C     -   347,881.774 5,989,977.026   MT  1.00025903   -0 05 31.6
 RJ1078;SPC MI C     - 1,141,344.40 19,652,155.60   iFT  1.00025903   -0 05 31.6
 RJ1078;UTM  16      - 5,146,746.759   692,237.884   MT  1.00005428   +1 48 52.2
 RJ1078
 RJ1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1078!SPC MI N     -   0.99997671  x   0.99990680  =   0.99988352
 RJ1078!SPC MI C     -   0.99997671  x   1.00025903  =   1.00023574
 RJ1078!UTM  16      -   0.99997671  x   1.00005428  =   1.00003099
 RJ1078
 RJ1078:                Primary Azimuth Mark                     Grid Az
 RJ1078:SPC MI N     -  POINT AUX PINS LH IBC                    042 09 46.4
 RJ1078:SPC MI C     -  POINT AUX PINS LH IBC                    044 03 50.7
 RJ1078:UTM  16      -  POINT AUX PINS LH IBC                    042 09 26.9
 RJ1078
 RJ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9223746746(NAD 83)
 RJ1078
 RJ1078|---------------------------------------------------------------------|
 RJ1078| PID    Reference Object                     Distance      Geod. Az  |
 RJ1078|                                                           dddmmss.s |
 RJ1078| RJ1072 POINT AUX PINS LH IBC               APPROX. 2.7 KM 0435819.1 |
 RJ1078| RJ1067 COAST GUARD STATION 6               APPROX. 4.1 KM 0465147.9 |
 RJ1078| RJ1070 BRUSH POINT FRONT RANGE LIGHT       APPROX. 2.6 KM 0523409.6 |
 RJ1078| RJ1100 MISSION HILL LOT                    APPROX.14.0 KM 2813123.0 |
 RJ1078| RJ1089 10R USLS                            APPROX. 2.8 KM 3331203.2 |
 RJ1078|---------------------------------------------------------------------|
 RJ1078
 RJ1078                          SUPERSEDED SURVEY CONTROL
 RJ1078
 RJ1078  NAD 83(1986)-  46 26 48.80842(N)    084 29 49.48154(W) AD(       ) 3
 RJ1078  NAD 27      -  46 26 48.73900(N)    084 29 49.31100(W) AD(       ) 3
 RJ1078  USSD        -  46 26 49.45000(N)    084 29 48.56000(W) AD(       ) 3
 RJ1078
 RJ1078.Superseded values are not recommended for survey control.
 RJ1078
 RJ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1078.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1078
 RJ1078_MARKER: N = NAIL
 RJ1078_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RJ1078_SP_SET: POST
 RJ1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1078
 RJ1078  HISTORY     - Date     Condition        Report By
 RJ1078  HISTORY     - 1893     MONUMENTED       USLS
 RJ1078  HISTORY     - 1958     GOOD             IBC
 RJ1078  HISTORY     - 1968     GOOD             IBC
 RJ1078  HISTORY     - 1981     GOOD             NOS
 RJ1078
 RJ1078                          STATION DESCRIPTION
 RJ1078
 RJ1078'DESCRIBED BY US LAKE SURVEY 1893
 RJ1078'ON CEDAR POINT, AT LOWER END OF WHITEFISH BAY, 1-1/2 MILES W OF
 RJ1078'SOURCE OF ST MARYS RIVER, ON SMALL ROCKY POINT ON E SIDE OF MAIN
 RJ1078'POINT, NEAR BRUSH LINE, AND ABOUT 2 FEET ABOVE WATER LEVEL.  A
 RJ1078'ROCKY REEF RUNS OUT FROM THE POINT.
 RJ1078'
 RJ1078'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN A FLAT
 RJ1078'LIMESTONE 2 FEET BELOW THE SURFACE.  SURFACE MARK IS A CEDAR POST
 RJ1078'6 INCHES IN DIAMETER SET WITH BASE RESTING ON UNDERGROUND MARK
 RJ1078'AND PROJECTING 18 INCHES ABOVE GROUND WITH NAIL MARKING CENTER.  A
 RJ1078'TRIPOD STAND 4 FEET HIGH IS PLACED OVER CENTER.
 RJ1078
 RJ1078                          STATION RECOVERY (1958)
 RJ1078
 RJ1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1078'CAIRN HAS BEEN BUILT AROUND POST.
 RJ1078
 RJ1078                          STATION RECOVERY (1968)
 RJ1078
 RJ1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 RJ1078'RECOVERED IN GOOD CONDITION.
 RJ1078
 RJ1078                          STATION RECOVERY (1981)
 RJ1078
 RJ1078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1078'THE STATION WAS RECOVERED AS DESCRIBED.  THE CORPS OF ENGINEERS
 RJ1078'HAS A TEN FOOT TRIPOD OVER THE STATION.  THE UNDERGROUND MARK
 RJ1078'WAS RECOVERED IN GOOD CONDITION.
 RJ1078'
 RJ1078'HEIGHT OF LIGHT ABOVE THE STATION WAS 2.20 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5065 ***********************************************************************
 AA5065  DESIGNATION -  15 WPM
 AA5065  PID         -  AA5065
 AA5065  STATE/COUNTY-  MI/LAKE
 AA5065  COUNTRY     -  US
 AA5065  USGS QUAD   -  REED CITY NORTH (2017)
 AA5065
 AA5065                         *CURRENT SURVEY CONTROL
 AA5065  ______________________________________________________________________
 AA5065* NAD 83(1986) POSITION- 43 53 15.     (N) 085 33 45.     (W)   SCALED
 AA5065* NAVD 88 ORTHO HEIGHT -   359.108 (meters)     1178.17  (feet) ADJUSTED
 AA5065  ______________________________________________________________________
 AA5065  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 AA5065  DYNAMIC HEIGHT  -        359.051 (meters)     1177.99  (feet) COMP
 AA5065  MODELED GRAVITY -    980,449.3   (mgal)                       NAVD 88
 AA5065
 AA5065  VERT ORDER      -  FIRST     CLASS II
 AA5065
 AA5065.The horizontal coordinates were scaled from a map and have
 AA5065.an estimated accuracy of +/- 6 seconds.
 AA5065
 AA5065.The orthometric height was determined by differential leveling and
 AA5065.adjusted by the NATIONAL GEODETIC SURVEY
 AA5065.in January 2002.
 AA5065
 AA5065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5065.GEOID18 height accuracy estimate available here.
 AA5065
 AA5065.Click photographs - Photos may exist for this station.
 AA5065
 AA5065.The dynamic height is computed by dividing the NAVD 88
 AA5065.geopotential number by the normal gravity value computed on the
 AA5065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5065.degrees latitude (g = 980.6199 gals.).
 AA5065
 AA5065.The modeled gravity was interpolated from observed gravity values.
 AA5065
 AA5065;                    North         East    Units  Estimated Accuracy
 AA5065;SPC MI C     -    64,140.    5,903,900.      MT  (+/- 180 meters Scaled)
 AA5065
 AA5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP154603(NAD 83)
 AA5065
 AA5065                          SUPERSEDED SURVEY CONTROL
 AA5065
 AA5065.No superseded survey control is available for this station.
 AA5065
 AA5065_MARKER: DD = SURVEY DISK
 AA5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5065_STAMPING: 15 WPM 1956 1178
 AA5065_MARK LOGO: USGS
 AA5065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5065+STABILITY: SURFACE MOTION
 AA5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5065+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 AA5065
 AA5065  HISTORY     - Date     Condition        Report By
 AA5065  HISTORY     - 1956     MONUMENTED       USGS
 AA5065  HISTORY     - 19921110 GOOD             NGS
 AA5065  HISTORY     - 20031010 GOOD             USPSQD
 AA5065  HISTORY     - 20100818 GOOD             MIDT
 AA5065
 AA5065                          STATION DESCRIPTION
 AA5065
 AA5065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5065'2.8 M (9.2 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5065'U.S. HIGHWAY 131 IN REED CITY, 29.0 M (95.1 FT) WEST OF THE CENTER OF
 AA5065'LAKOLA ROAD, 23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.7 M
 AA5065'(58.1 FT) NORTHWEST OF THE WEST END OF A CULVERT, 1.8 M (5.9 FT) BELOW
 AA5065'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND
 AA5065'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AA5065
 AA5065                          STATION RECOVERY (2003)
 AA5065
 AA5065'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5065'DESCRIPTION IS LISTED AS 2.8M (9.2 FT)WESTERLY ALONG U.S. HIGHWAY 10
 AA5065'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5065'DESCRIPTION WRONG, SHOULD BE 5.9 MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5065'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
 AA5065
 AA5065                          STATION RECOVERY (2010)
 AA5065
 AA5065'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 AA5065'RECOVERY NOTE DESCRIPTION SHOULD READ, TO REACH FROM THE JUNCTION OF
 AA5065'OLD U.S. HIGHWAY 131(BUSINESS LOOP U.S. 10) AND U.S. HIGHWAY 10 ON THE
 AA5065'NORTH SIDE OF REED CITY, GO WESWTERLY FOR 2.64 MILES ALONG U.S.
 AA5065'HIGHWAY 10 TO MARK ON RIGHT IN NW QUAD OF U.S. HIGHWAY 10 AND LAKOLA
 AA5065'ROAD.  REMAINING ORIGINAL WITNESS DESCRIPTION CORRECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6812 ***********************************************************************
 AA6812  DESIGNATION -  150 210A
 AA6812  PID         -  AA6812
 AA6812  STATE/COUNTY-  MI/WAYNE
 AA6812  COUNTRY     -  US
 AA6812  USGS QUAD   -  WYANDOTTE (2017)
 AA6812
 AA6812                         *CURRENT SURVEY CONTROL
 AA6812  ______________________________________________________________________
 AA6812* NAD 83(2011) POSITION- 42 08 17.95752(N) 083 14 44.08254(W)   ADJUSTED
 AA6812* NAD 83(2011) ELLIP HT-   147.390 (meters)        (06/27/12)   ADJUSTED
 AA6812* NAD 83(2011) EPOCH   -  2010.00
 AA6812* NAVD 88 ORTHO HEIGHT -   182.2   (meters)      598.    (feet) GPS OBS
 AA6812  ______________________________________________________________________
 AA6812  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6812  GEOID HEIGHT    -         -34.66 (meters)                     GEOID93
 AA6812  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 AA6812  NAD 83(2011) X  -    557,115.790 (meters)                     COMP
 AA6812  NAD 83(2011) Y  - -4,703,937.550 (meters)                     COMP
 AA6812  NAD 83(2011) Z  -  4,257,107.989 (meters)                     COMP
 AA6812  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 AA6812
 AA6812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6812  Standards:
 AA6812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6812  -------------------------------------------------------------------
 AA6812  NETWORK    0.84   0.92           0.39   0.27   0.47     -0.09522146
 AA6812  -------------------------------------------------------------------
 AA6812  Click here for local accuracies and other accuracy information.
 AA6812
 AA6812.The horizontal coordinates were established by GPS observations
 AA6812.and adjusted by the National Geodetic Survey in June 2012.
 AA6812
 AA6812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6812.been affixed to the stable North American tectonic plate. See 
 AA6812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6812
 AA6812.The horizontal coordinates are valid at the epoch date displayed above
 AA6812.which is a decimal equivalence of Year/Month/Day.
 AA6812
 AA6812.The orthometric height was determined by GPS observations and a
 AA6812.high-resolution geoid model.
 AA6812
 AA6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6812.GEOID18 height accuracy estimate available here.
 AA6812
 AA6812.Click photographs - Photos may exist for this station.
 AA6812
 AA6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6812
 AA6812.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6812
 AA6812.The ellipsoidal height was determined by GPS observations
 AA6812.and is referenced to NAD 83.
 AA6812
 AA6812. The following values were computed from the NAD 83(2011) position.
 AA6812
 AA6812;                    North         East     Units Scale Factor Converg.
 AA6812;SPC MI S     -    71,521.185 4,092,678.025   MT  0.99999115   +0 45 46.6
 AA6812;SPC MI S     -   234,649.56 13,427,421.34   iFT  0.99999115   +0 45 46.6
 AA6812;UTM  17      - 4,667,574.627   314,425.008   MT  1.00002376   -1 30 25.3
 AA6812
 AA6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6812!SPC MI S     -   0.99997688  x   0.99999115  =   0.99996803
 AA6812!UTM  17      -   0.99997688  x   1.00002376  =   1.00000064
 AA6812
 AA6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1442567574(NAD 83)
 AA6812
 AA6812                          SUPERSEDED SURVEY CONTROL
 AA6812
 AA6812  NAD 83(2007)-  42 08 17.95856(N)    083 14 44.08272(W) AD(2002.00) 0
 AA6812  ELLIP H (02/10/07)  147.393  (m)                       GP(2002.00)    
 AA6812  ELLIP H (07/12/02)  147.450  (m)                       GP(       ) 4 1
 AA6812  NAD 83(1994)-  42 08 17.95804(N)    083 14 44.08200(W) AD(       ) 1
 AA6812  ELLIP H (02/03/97)  147.490  (m)                       GP(       ) 4 1
 AA6812  NAD 83(1986)-  42 08 17.96547(N)    083 14 44.11124(W) AD(       ) 1
 AA6812
 AA6812.Superseded values are not recommended for survey control.
 AA6812
 AA6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6812.See file dsdata.pdf to determine how the superseded data were derived.
 AA6812
 AA6812_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6812_STAMPING: 150-210A 1960
 AA6812_MARK LOGO: MI-163
 AA6812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6812+STABILITY: SURFACE MOTION
 AA6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6812+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2015
 AA6812
 AA6812  HISTORY     - Date     Condition        Report By
 AA6812  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6812  HISTORY     - 20050718 GOOD             ADVGEO
 AA6812  HISTORY     - 20151222 GOOD             INDIV
 AA6812
 AA6812                          STATION DESCRIPTION
 AA6812
 AA6812'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6812'STATION IS LOCATED APPROXIMATELY 3.0 MILESNORTH OF FLAT ROCK, MICHIGAN
 AA6812'ON WEST ROAD AT HALL ROAD ON NORTH SIDE OF WOODHAVEN MUNICIPAL
 AA6812'BUILDING. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75 AND WEST
 AA6812'ROAD (EXIT 32), PROCEED WEST ON WEST ROAD FOR 0.1 MILESTO THE STATION
 AA6812'ON THE LEFT IN FRONT OF THE WOODHAVEN MUNICIPAL BUILDING. THE STATION
 AA6812'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6812'DIAMETER CONCRETE MONUMENT WHICH IS APPROXIMATLEY 24 INCHES BELOW
 AA6812'GRADE.  CENTERLINE OF WEST ROAD IS N 0 E, 57.0 FEET, CENTERLINE OF
 AA6812'HALL ROAD IS N 90 W, 200.0 FEET.
 AA6812
 AA6812                          STATION RECOVERY (2005)
 AA6812
 AA6812'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA6812'RECOVERED IN GOOD CONDITION.
 AA6812
 AA6812                          STATION RECOVERY (2015)
 AA6812
 AA6812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 AA6812'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5397 ***********************************************************************
 AA5397  DESIGNATION -  15012
 AA5397  PID         -  AA5397
 AA5397  STATE/COUNTY-  MI/OAKLAND
 AA5397  COUNTRY     -  US
 AA5397  USGS QUAD   -  UTICA (2017)
 AA5397
 AA5397                         *CURRENT SURVEY CONTROL
 AA5397  ______________________________________________________________________
 AA5397* NAD 83(2011) POSITION- 42 42 20.86696(N) 083 06 04.62369(W)   ADJUSTED
 AA5397* NAD 83(2011) ELLIP HT-   211.692 (meters)        (06/27/12)   ADJUSTED
 AA5397* NAD 83(2011) EPOCH   -  2010.00
 AA5397* NAVD 88 ORTHO HEIGHT -   246.3   (meters)      808.    (feet) GPS OBS
 AA5397  ______________________________________________________________________
 AA5397  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5397  GEOID HEIGHT    -         -34.59 (meters)                     GEOID93
 AA5397  GEOID HEIGHT    -        -34.746 (meters)                     GEOID18
 AA5397  NAD 83(2011) X  -    563,858.362 (meters)                     COMP
 AA5397  NAD 83(2011) Y  - -4,660,350.348 (meters)                     COMP
 AA5397  NAD 83(2011) Z  -  4,303,685.350 (meters)                     COMP
 AA5397  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AA5397
 AA5397  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5397  Standards:
 AA5397         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5397            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5397  -------------------------------------------------------------------
 AA5397  NETWORK    0.89   0.94           0.39   0.33   0.48      0.16148244
 AA5397  -------------------------------------------------------------------
 AA5397  Click here for local accuracies and other accuracy information.
 AA5397
 AA5397.The horizontal coordinates were established by GPS observations
 AA5397.and adjusted by the National Geodetic Survey in June 2012.
 AA5397
 AA5397.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5397.been affixed to the stable North American tectonic plate. See 
 AA5397.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5397
 AA5397.The horizontal coordinates are valid at the epoch date displayed above
 AA5397.which is a decimal equivalence of Year/Month/Day.
 AA5397
 AA5397.The orthometric height was determined by GPS observations and a
 AA5397.high-resolution geoid model.
 AA5397
 AA5397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5397.GEOID18 height accuracy estimate available here.
 AA5397
 AA5397.Click photographs - Photos may exist for this station.
 AA5397
 AA5397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5397
 AA5397.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5397
 AA5397.The ellipsoidal height was determined by GPS observations
 AA5397.and is referenced to NAD 83.
 AA5397
 AA5397. The following values were computed from the NAD 83(2011) position.
 AA5397
 AA5397;                    North         East     Units Scale Factor Converg.
 AA5397;SPC MI S     -   134,715.502 4,103,658.360   MT  0.99991175   +0 51 40.1
 AA5397;SPC MI S     -   441,979.99 13,463,446.06   iFT  0.99991175   +0 51 40.1
 AA5397;UTM  17      - 4,730,285.597   327,909.739   MT  0.99996436   -1 25 31.8
 AA5397
 AA5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5397!SPC MI S     -   0.99996680  x   0.99991175  =   0.99987855
 AA5397!UTM  17      -   0.99996680  x   0.99996436  =   0.99993116
 AA5397
 AA5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2790930285(NAD 83)
 AA5397
 AA5397                          SUPERSEDED SURVEY CONTROL
 AA5397
 AA5397  NAD 83(2007)-  42 42 20.86693(N)    083 06 04.62478(W) AD(2002.00) 0
 AA5397  ELLIP H (02/10/07)  211.694  (m)                       GP(2002.00)    
 AA5397  ELLIP H (07/12/02)  211.725  (m)                       GP(       ) 4 1
 AA5397  NAD 83(1994)-  42 42 20.86693(N)    083 06 04.62485(W) AD(       ) 1
 AA5397  ELLIP H (02/03/97)  211.751  (m)                       GP(       ) 4 1
 AA5397  NAD 83(1986)-  42 42 20.87075(N)    083 06 04.65600(W) AD(       ) 1
 AA5397
 AA5397.Superseded values are not recommended for survey control.
 AA5397
 AA5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5397.See file dsdata.pdf to determine how the superseded data were derived.
 AA5397
 AA5397_MARKER: DD = SURVEY DISK
 AA5397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5397_STAMPING: 15012
 AA5397_MARK LOGO: MI-125
 AA5397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5397+STABILITY: SURFACE MOTION
 AA5397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5397+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 AA5397
 AA5397  HISTORY     - Date     Condition        Report By
 AA5397  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5397  HISTORY     - 20020504 GOOD             USPSQD
 AA5397  HISTORY     - 20060105 GOOD             INDIV
 AA5397
 AA5397                          STATION DESCRIPTION
 AA5397
 AA5397'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5397'INTERSTATE 75 TO EXIT 79 (UNIVERSITY DRIVE), THENCE EAST 1.4 MILES
 AA5397'(2.3 KM) ALONG UNIVERSITY DRIVE TO SQUIRREL ROAD, THENCE NORTH 0.3
 AA5397'MILES (0.5 KM) ALONG SQUIRREL ROAD TO WALTON BLVD., THENCE EAST ALONG
 AA5397'WALTON BLVD. 1.4 MILES (2.3 KM) TO ADAMS ROAD, THENCE NORTH 1.0 MILES
 AA5397'(1.6 KM) ALONG ADAMS ROAD TO TIENKEN ROAD, THENCE EAST 3.7 MILES (6.0
 AA5397'KM) ALONG TIENKEN ROAD TO WASHINGTON ROAD, THENCE NORTHEAST ALONG
 AA5397'WASHINGTON ROAD 1.4 MILES (2.3 KM) TO THE MONUMENT AT THE EAST SIDE OF
 AA5397'WASHINGTON ROAD.  THE MONUMENT IS 25.5 FEET (7.8 M) SOUTH EAST OF THE
 AA5397'CENTERLINE OF WASHINGTON ROAD, 145 FEET (44.2 M) SOUTH OF THE
 AA5397'CENTERLINE OF WINKLER MILL ROAD, 46 FEET (14.0 M) SOUTHWEST OF A POWER
 AA5397'POLE, 93.7 FEET (28.6 M) SOUTH OF A POWERPOLE, 115.5 FEET (35.2 M)
 AA5397'NORTH OF THE NORTHWEST CORNER OF A BRICK HOUSE 1650 WASHINGTON ROAD,
 AA5397'13 FEET (4.0 M) WEST OF A SPLIT RAIL FENCE, AND 2 FEET (0.6 M) HIGHER
 AA5397'THAN WASHINGTON ROAD.
 AA5397
 AA5397                          STATION RECOVERY (2002)
 AA5397
 AA5397'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5397'24 FEET TO MARKER FROM CENTER LINE OF WASHINGTON ROAD 150 DEGREES FROM
 AA5397'CENTER LINE TO MARKER.
 AA5397
 AA5397                          STATION RECOVERY (2006)
 AA5397
 AA5397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5398 ***********************************************************************
 AA5398  DESIGNATION -  15071
 AA5398  PID         -  AA5398
 AA5398  STATE/COUNTY-  MI/OAKLAND
 AA5398  COUNTRY     -  US
 AA5398  USGS QUAD   -  ROCHESTER (2017)
 AA5398
 AA5398                         *CURRENT SURVEY CONTROL
 AA5398  ______________________________________________________________________
 AA5398* NAD 83(2011) POSITION- 42 41 37.76047(N) 083 12 31.44379(W)   ADJUSTED
 AA5398* NAD 83(2011) ELLIP HT-   269.246 (meters)        (06/27/12)   ADJUSTED
 AA5398* NAD 83(2011) EPOCH   -  2010.00
 AA5398* NAVD 88 ORTHO HEIGHT -   303.7   (meters)      996.    (feet) GPS OBS
 AA5398  ______________________________________________________________________
 AA5398  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5398  GEOID HEIGHT    -         -34.39 (meters)                     GEOID93
 AA5398  GEOID HEIGHT    -        -34.540 (meters)                     GEOID18
 AA5398  NAD 83(2011) X  -    555,229.233 (meters)                     COMP
 AA5398  NAD 83(2011) Y  - -4,662,337.349 (meters)                     COMP
 AA5398  NAD 83(2011) Z  -  4,302,746.789 (meters)                     COMP
 AA5398  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 AA5398
 AA5398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5398  Standards:
 AA5398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5398  -------------------------------------------------------------------
 AA5398  NETWORK    0.84   0.86           0.36   0.33   0.44     -0.03250199
 AA5398  -------------------------------------------------------------------
 AA5398  Click here for local accuracies and other accuracy information.
 AA5398
 AA5398.The horizontal coordinates were established by GPS observations
 AA5398.and adjusted by the National Geodetic Survey in June 2012.
 AA5398
 AA5398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5398.been affixed to the stable North American tectonic plate. See 
 AA5398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5398
 AA5398.The horizontal coordinates are valid at the epoch date displayed above
 AA5398.which is a decimal equivalence of Year/Month/Day.
 AA5398
 AA5398.The orthometric height was determined by GPS observations and a
 AA5398.high-resolution geoid model.
 AA5398
 AA5398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5398.GEOID18 height accuracy estimate available here.
 AA5398
 AA5398.Click photographs - Photos may exist for this station.
 AA5398
 AA5398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5398
 AA5398.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5398
 AA5398.The ellipsoidal height was determined by GPS observations
 AA5398.and is referenced to NAD 83.
 AA5398
 AA5398. The following values were computed from the NAD 83(2011) position.
 AA5398
 AA5398;                    North         East     Units Scale Factor Converg.
 AA5398;SPC MI S     -   133,258.912 4,094,875.076   MT  0.99991242   +0 47 16.8
 AA5398;SPC MI S     -   437,201.15 13,434,629.51   iFT  0.99991242   +0 47 16.8
 AA5398;UTM  17      - 4,729,180.489   319,074.708   MT  1.00000274   -1 29 53.2
 AA5398
 AA5398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5398!SPC MI S     -   0.99995778  x   0.99991242  =   0.99987020
 AA5398!UTM  17      -   0.99995778  x   1.00000274  =   0.99996052
 AA5398
 AA5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1907429180(NAD 83)
 AA5398
 AA5398                          SUPERSEDED SURVEY CONTROL
 AA5398
 AA5398  NAD 83(2007)-  42 41 37.76034(N)    083 12 31.44487(W) AD(2002.00) 0
 AA5398  ELLIP H (02/10/07)  269.249  (m)                       GP(2002.00)    
 AA5398  ELLIP H (07/12/02)  269.281  (m)                       GP(       ) 4 1
 AA5398  NAD 83(1994)-  42 41 37.76039(N)    083 12 31.44511(W) AD(       ) 1
 AA5398  ELLIP H (02/03/97)  269.297  (m)                       GP(       ) 4 1
 AA5398  NAD 83(1986)-  42 41 37.76383(N)    083 12 31.47592(W) AD(       ) 1
 AA5398
 AA5398.Superseded values are not recommended for survey control.
 AA5398
 AA5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5398.See file dsdata.pdf to determine how the superseded data were derived.
 AA5398
 AA5398_MARKER: DD = SURVEY DISK
 AA5398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5398_STAMPING: 15071
 AA5398_MARK LOGO: MI-125
 AA5398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5398+STABILITY: SURFACE MOTION
 AA5398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5398+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2015
 AA5398
 AA5398  HISTORY     - Date     Condition        Report By
 AA5398  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5398  HISTORY     - 20020504 GOOD             USPSQD
 AA5398  HISTORY     - 20060105 GOOD             INDIV
 AA5398  HISTORY     - 20150220 GOOD             COMPDA
 AA5398
 AA5398                          STATION DESCRIPTION
 AA5398
 AA5398'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5398'INTERSTATE 75 TO EXIT 79 (UNIVERSITY DRIVE), THENCE EAST 1.4 MILES
 AA5398'(2.3 KM) ALONG UNIVERSITY DRIVE TO SQUIRREL ROAD, THENCE NORTH 0.3
 AA5398'MILES (0.5 KM) ALONG SQUIRREL ROAD TO WALTON BLVD., THENCE EAST 1.4
 AA5398'MILES (2.3 KM) ALONG WALTON BLVD. TO ADAMS ROAD, THENCE NORTH 1.0
 AA5398'MILES (1.6 KM) ALONG ADAMS ROAD TO TIENKEN ROAD, THENCE WEST 0.7 MILES
 AA5398'(1.1 KM) ALONG TIENKEN ROAD TO THE MONUMENT AT THE SOUTH SIDE OF
 AA5398'TIENKEN ROAD.  THE MONUMENT IS 26.5 FEET (8.1 M) SOUTH OF THE
 AA5398'CENTERLIN OF TIENKEN ROAD, 90 FEET (27.4 M) WEST OF THE CENTERLINE OF
 AA5398'FALCON DRIVE, 90.5 FEET (27.6 M) NORTH NORTHEAST OF THE NORTHEAST
 AA5398'CORNER OF A 2-STORY BRICK HOUSE, 30 FEET (9.1 M) NORTH OF THE NORTH
 AA5398'EDGE OF A BIT WALK, 182.7 FEET (55.7 M) SOUTH EAST OF A POWER POLE,
 AA5398'AND 1 FOOT (0.3 M) HIGHER THAN TIENKEN ROAD.
 AA5398
 AA5398                          STATION RECOVERY (2002)
 AA5398
 AA5398'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5398'NEW SUBDIVISION, NEW 3 LANE TIENKEN ROAD. MARKER LOCATED 85.4 FEET
 AA5398'WEST CENTER OF ISLAND OF FALCON ROAD. 43.4 FEET SW CURB FROM SOUTH
 AA5398'SIDE FALCON ROAD. SEVEN FEET FROM SOUTH CURB OF TIENKEN ROAD. 26 FEET
 AA5398'SOUTH FROM CENTER LINE OF TIENKEN ROAD.
 AA5398
 AA5398                          STATION RECOVERY (2006)
 AA5398
 AA5398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5398'RECOVERED IN GOOD CONDITION.
 AA5398
 AA5398                          STATION RECOVERY (2015)
 AA5398
 AA5398'RECOVERY NOTE BY COMPASSDATA INC 2015 (NK)
 AA5398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2109 ***********************************************************************
 AB2109  DESIGNATION -  15200
 AB2109  PID         -  AB2109
 AB2109  STATE/COUNTY-  MI/CHARLEVOIX
 AB2109  COUNTRY     -  US
 AB2109  USGS QUAD   -  BOYNE FALLS (2017)
 AB2109
 AB2109                         *CURRENT SURVEY CONTROL
 AB2109  ______________________________________________________________________
 AB2109* NAD 83(2011) POSITION- 45 12 59.87279(N) 084 59 35.48006(W)   ADJUSTED
 AB2109* NAD 83(2011) ELLIP HT-   164.321 (meters)        (06/27/12)   ADJUSTED
 AB2109* NAD 83(2011) EPOCH   -  2010.00
 AB2109* NAVD 88 ORTHO HEIGHT -   199.4   (meters)      654.    (feet) GPS OBS
 AB2109  ______________________________________________________________________
 AB2109  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2109  GEOID HEIGHT    -        -34.612 (meters)                     GEOID93
 AB2109  GEOID HEIGHT    -        -35.061 (meters)                     GEOID18
 AB2109  NAD 83(2011) X  -    392,790.547 (meters)                     COMP
 AB2109  NAD 83(2011) Y  - -4,483,477.837 (meters)                     COMP
 AB2109  NAD 83(2011) Z  -  4,504,456.471 (meters)                     COMP
 AB2109  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 AB2109
 AB2109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2109  Standards:
 AB2109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2109  -------------------------------------------------------------------
 AB2109  NETWORK    0.99   1.33           0.47   0.30   0.68      0.06394783
 AB2109  -------------------------------------------------------------------
 AB2109  Click here for local accuracies and other accuracy information.
 AB2109
 AB2109.The horizontal coordinates were established by GPS observations
 AB2109.and adjusted by the National Geodetic Survey in June 2012.
 AB2109
 AB2109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2109.been affixed to the stable North American tectonic plate. See 
 AB2109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2109
 AB2109.The horizontal coordinates are valid at the epoch date displayed above
 AB2109.which is a decimal equivalence of Year/Month/Day.
 AB2109
 AB2109.The orthometric height was determined by GPS observations and a
 AB2109.high-resolution geoid model.
 AB2109
 AB2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2109.GEOID18 height accuracy estimate available here.
 AB2109
 AB2109.Click photographs - Photos may exist for this station.
 AB2109
 AB2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2109
 AB2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2109
 AB2109.The ellipsoidal height was determined by GPS observations
 AB2109.and is referenced to NAD 83.
 AB2109
 AB2109. The following values were computed from the NAD 83(2011) position.
 AB2109
 AB2109;                    North         East     Units Scale Factor Converg.
 AB2109;SPC MI C     -   211,315.006 5,950,791.434   MT  0.99992406   -0 26 33.3
 AB2109;SPC MI C     -   693,290.70 19,523,593.94   iFT  0.99992406   -0 26 33.3
 AB2109;UTM  16      - 5,008,974.867   657,570.067   MT  0.99990529   +1 25 28.8
 AB2109
 AB2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2109!SPC MI C     -   0.99997424  x   0.99992406  =   0.99989830
 AB2109!UTM  16      -   0.99997424  x   0.99990529  =   0.99987953
 AB2109
 AB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5757008974(NAD 83)
 AB2109
 AB2109                          SUPERSEDED SURVEY CONTROL
 AB2109
 AB2109  NAD 83(2007)-  45 12 59.87298(N)    084 59 35.48136(W) AD(2002.00) 0
 AB2109  ELLIP H (02/10/07)  164.356  (m)                       GP(2002.00)    
 AB2109  ELLIP H (07/12/02)  164.370  (m)                       GP(       ) 4 1
 AB2109  NAD 83(1994)-  45 12 59.87249(N)    084 59 35.48161(W) AD(       ) 1
 AB2109  ELLIP H (02/03/97)  164.369  (m)                       GP(       ) 4 1
 AB2109  NAD 83(1986)-  45 12 59.86681(N)    084 59 35.48551(W) AD(       ) 1
 AB2109  ELLIP H (02/20/96)  164.749  (m)                       GP(       ) 1 1
 AB2109
 AB2109.Superseded values are not recommended for survey control.
 AB2109
 AB2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2109.See file dsdata.pdf to determine how the superseded data were derived.
 AB2109
 AB2109_MARKER: DD = SURVEY DISK
 AB2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2109_STAMPING: 15200 1994
 AB2109_MARK LOGO: MIDT
 AB2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2109+STABILITY: SURFACE MOTION
 AB2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2109+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2109
 AB2109  HISTORY     - Date     Condition        Report By
 AB2109  HISTORY     - 1994     MONUMENTED       MIDT
 AB2109
 AB2109                          STATION DESCRIPTION
 AB2109
 AB2109'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2109'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 AB2109'IT IS IN THE NORTHWEST 1/4 OF SECTION 36, T-33-N, R-6-W, EVANGELINE
 AB2109'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF PETOSKEY, 1.0 MI (1.6 KM)
 AB2109'EAST OF BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH
 AB2109'FROM THE JUNCTION OF STATE HIGHWAY M-75 AND U.S. HIGHWAY 131 AT
 AB2109'WALLOON LAKE, GO WEST AND SOUTH ALONG STATE HIGHWAY M-75 THROUGH THE
 AB2109'VILLAGE OF WALLOON LAKE FOR 5.7 MI (9.2 KM) TO THE STATION ON THE
 AB2109'RIGHT. STATION IS 6-INCHES BELOW GROUND SURFACE.  IT IS 53.5 FT (16.3
 AB2109'M) WEST FROM THE CENTER OF GRAVEL DRIVE TO NORTH, 26.0 FT (7.9 M)
 AB2109'NORTH FROM THE CENTER OF HIGHWAY M-75, 7.0 FT (2.1 M) SOUTH FRON A
 AB2109'SPLIT RAIL FENCE, IN LINE WITH THE WEST FACE OF A STORAGE COMPANY
 AB2109'BUILDING TO THE SOUTH, AND 7.5 FT (2.3 M) SOUTHWESTERLY FROM A
 AB2109'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2110 ***********************************************************************
 AB2110  DESIGNATION -  15201
 AB2110  PID         -  AB2110
 AB2110  STATE/COUNTY-  MI/CHARLEVOIX
 AB2110  COUNTRY     -  US
 AB2110  USGS QUAD   -  BOYNE FALLS (2017)
 AB2110
 AB2110                         *CURRENT SURVEY CONTROL
 AB2110  ______________________________________________________________________
 AB2110* NAD 83(2011) POSITION- 45 12 59.98393(N) 084 58 53.36357(W)   ADJUSTED
 AB2110* NAD 83(2011) ELLIP HT-   173.032 (meters)        (06/27/12)   ADJUSTED
 AB2110* NAD 83(2011) EPOCH   -  2010.00
 AB2110* NAVD 88 ORTHO HEIGHT -   208.08  (meters)      682.7   (feet) LEVELING
 AB2110  ______________________________________________________________________
 AB2110  GEOID HEIGHT    -        -35.060 (meters)                     GEOID18
 AB2110  NAD 83(2011) X  -    393,706.328 (meters)                     COMP
 AB2110  NAD 83(2011) Y  - -4,483,401.228 (meters)                     COMP
 AB2110  NAD 83(2011) Z  -  4,504,465.071 (meters)                     COMP
 AB2110  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 AB2110  VERT ORDER      -  THIRD ?
 AB2110
 AB2110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2110  Standards:
 AB2110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2110  -------------------------------------------------------------------
 AB2110  NETWORK    0.83   1.02           0.39   0.26   0.52     -0.02394153
 AB2110  -------------------------------------------------------------------
 AB2110  Click here for local accuracies and other accuracy information.
 AB2110
 AB2110.The horizontal coordinates were established by GPS observations
 AB2110.and adjusted by the National Geodetic Survey in June 2012.
 AB2110
 AB2110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2110.been affixed to the stable North American tectonic plate. See 
 AB2110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2110
 AB2110.The horizontal coordinates are valid at the epoch date displayed above
 AB2110.which is a decimal equivalence of Year/Month/Day.
 AB2110
 AB2110.The orthometric height was determined by differential leveling.
 AB2110.The vertical network tie was performed by a horz. field party for horz.
 AB2110.obs reductions. Reset procedures were used to establish the elevation.
 AB2110
 AB2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2110.GEOID18 height accuracy estimate available here.
 AB2110
 AB2110.Click photographs - Photos may exist for this station.
 AB2110
 AB2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2110
 AB2110.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2110
 AB2110.The ellipsoidal height was determined by GPS observations
 AB2110.and is referenced to NAD 83.
 AB2110
 AB2110. The following values were computed from the NAD 83(2011) position.
 AB2110
 AB2110;                    North         East     Units Scale Factor Converg.
 AB2110;SPC MI C     -   211,311.405 5,951,710.312   MT  0.99992406   -0 26 03.5
 AB2110;SPC MI C     -   693,278.89 19,526,608.64   iFT  0.99992406   -0 26 03.5
 AB2110;UTM  16      - 5,009,001.209   658,488.558   MT  0.99990886   +1 25 58.8
 AB2110
 AB2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2110!SPC MI C     -   0.99997287  x   0.99992406  =   0.99989693
 AB2110!UTM  16      -   0.99997287  x   0.99990886  =   0.99988173
 AB2110
 AB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5848809001(NAD 83)
 AB2110
 AB2110                          SUPERSEDED SURVEY CONTROL
 AB2110
 AB2110  NAD 83(2007)-  45 12 59.98413(N)    084 58 53.36480(W) AD(2002.00) 0
 AB2110  ELLIP H (02/10/07)  173.069  (m)                       GP(2002.00)    
 AB2110  ELLIP H (07/12/02)  173.082  (m)                       GP(       ) 4 1
 AB2110  NAD 83(1994)-  45 12 59.98361(N)    084 58 53.36511(W) AD(       ) 1
 AB2110  ELLIP H (02/03/97)  173.082  (m)                       GP(       ) 4 1
 AB2110  NAD 83(1986)-  45 12 59.97781(N)    084 58 53.36997(W) AD(       ) 1
 AB2110
 AB2110.Superseded values are not recommended for survey control.
 AB2110
 AB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2110.See file dsdata.pdf to determine how the superseded data were derived.
 AB2110
 AB2110_MARKER: DD = SURVEY DISK
 AB2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2110_STAMPING: 15201
 AB2110_MARK LOGO: MIDT
 AB2110_PROJECTION: RECESSED 13 CENTIMETERS
 AB2110_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2110+STABILITY: SURFACE MOTION
 AB2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2110+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 AB2110
 AB2110  HISTORY     - Date     Condition        Report By
 AB2110  HISTORY     - 1994     MONUMENTED       MIDT
 AB2110  HISTORY     - 19980818 GOOD             WADTRI
 AB2110  HISTORY     - 20061227 GOOD             ADVGEO
 AB2110  HISTORY     - 20230825 GOOD             WILWRK
 AB2110
 AB2110                          STATION DESCRIPTION
 AB2110
 AB2110'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2110'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 AB2110'IT IS IN THE NORTHEAST 1/4 OF SECTION 36, T-33-N, R-6-W, EVANGELINE
 AB2110'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF PETOSKEY, 1.5 MI (2.4 KM)
 AB2110'EAST OF BOYNE CITY, AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH
 AB2110'FROM THE JUNCTION OF STATE HIGHWAY M-75 AND U.S. HIGHWAY 131 AT
 AB2110'WALLOON LAKE, GO WEST AND SOUTH ALONG HIGHWAY M-75 THROUGH THE VILLAGE
 AB2110'OF WALLOON LAKE FOR 5.15 MI (8.29 KM) TO THE SECOND CROSSING OF OLD
 AB2110'STATE ROAD AND THE STATION ON THE LEFT AS DESCRIBED. STATION IS 68.6
 AB2110'FT (20.9 M) WEST FROM THE CENTER OF OLD STATE ROAD, 47.0 FT (14.3 M)
 AB2110'NORTH FROM THE CENTER OF AN OLD ROAD BED ON THE NORTH SIDE OF A
 AB2110'DRAINAGE DITCH, 41.6 FT (12.7 M) SOUTH FROM THE CENTER OF HIGHWAY
 AB2110'M-75, AND 4.0 FT (1.2 M) EAST FROM A CARSONITE WITNESS POST.
 AB2110
 AB2110                          STATION RECOVERY (1998)
 AB2110
 AB2110'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 AB2110'RECOVERED AS DESCRIBED BY WADE-TRIM INC.  1998. STATION IS LOCATED IN
 AB2110'QUAD 450843 ON THE BOYNE FALLS QUAD MAP.  IT IS LOCATED ABOUT 10.5
 AB2110'MILES (16.9 KM) SOUTH OF PETOSKEY, 1.5 MILES (2.4 KM) EAST OF BOYNE
 AB2110'CITY, AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH FROM THE
 AB2110'JUNCTION OF M-75 AND U.S.  HIGHWAY 131 AT WALLOON LAKE, GO WEST AND
 AB2110'SOUTH ALONG M-75 THROUGH THE VILLAGE OF WALLOON LAKE FOR 5.15 MILES
 AB2110'(8.29 KM) TO THE SECOND CROSSING OF OLD STATE ROAD AND THE STATION ON
 AB2110'THE LEFT AS DESCRIBED.  STATION IS 68.6 FEET (20.9 M) WEST FROM THE
 AB2110'CENTER OF AN OLD ROAD BED ON THE NORTH SIDE OF A DRAINAGE DITCH, 41.6
 AB2110'FEET (12.7 M) SOUTH FROM THE CENTER OF HIGHWAY M-75, AND 4.0 FEET (1.2
 AB2110'M) EAST FROM A WITNESS POST.
 AB2110
 AB2110                          STATION RECOVERY (2006)
 AB2110
 AB2110'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JDP)
 AB2110'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. AND M-75 (STATE
 AB2110'ST.) IN BOYNE CITY, GO EAST ON M-75 FOR 1.1 MILES.  THE STATION IS IN
 AB2110'THE SW QUADRANT OF THE INTERSECTION OF M-75 AND OLD STATE RD.  IT IS
 AB2110'SOUTH OF THE WEST END OF A SMALL SECTION OF CURBING THAT RUNS FROM
 AB2110'M-75 AROUND THE CORNER ONTO OLD STATE RD.
 AB2110'STATION IS 4.6 METERS (15.0') SOUTH OF THE WEST END OF BACK OF CURB,
 AB2110'AND IS  APPROXIMATELY WEST 11.0 METERS (36.1') FROM THE SE END BACK OF
 AB2110'CURB.
 AB2110
 AB2110                          STATION RECOVERY (2023)
 AB2110
 AB2110'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AB2110'RECOVERED AS DESCRIBED.  MARK IS 4.1 FT (1.2 M) EAST OF CARSONITE
 AB2110'POST, 15.3 FT (4.7 M) FROM BACK CURB AT ITS SW CORNER, 17.4 FT (5.3 M)
 AB2110'WEST OF A FIBER OPTIC LINE MARKER AND 22.1 FT (6.7 M) WEST OF A STREET
 AB2110'SIGN POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2111 ***********************************************************************
 AB2111  DESIGNATION -  15202
 AB2111  PID         -  AB2111
 AB2111  STATE/COUNTY-  MI/CHARLEVOIX
 AB2111  COUNTRY     -  US
 AB2111  USGS QUAD   -  PETOSKEY (2017)
 AB2111
 AB2111                         *CURRENT SURVEY CONTROL
 AB2111  ______________________________________________________________________
 AB2111* NAD 83(2011) POSITION- 45 15 09.91447(N) 084 57 11.45958(W)   ADJUSTED
 AB2111* NAD 83(2011) ELLIP HT-   210.088 (meters)        (06/27/12)   ADJUSTED
 AB2111* NAD 83(2011) EPOCH   -  2010.00
 AB2111* NAVD 88 ORTHO HEIGHT -   245.2   (meters)      804.    (feet) GPS OBS
 AB2111  ______________________________________________________________________
 AB2111  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2111  GEOID HEIGHT    -        -34.667 (meters)                     GEOID93
 AB2111  GEOID HEIGHT    -        -35.102 (meters)                     GEOID18
 AB2111  NAD 83(2011) X  -    395,673.041 (meters)                     COMP
 AB2111  NAD 83(2011) Y  - -4,480,395.242 (meters)                     COMP
 AB2111  NAD 83(2011) Z  -  4,507,316.108 (meters)                     COMP
 AB2111  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 AB2111
 AB2111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2111  Standards:
 AB2111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2111  -------------------------------------------------------------------
 AB2111  NETWORK    1.00   1.29           0.47   0.31   0.66      0.02144648
 AB2111  -------------------------------------------------------------------
 AB2111  Click here for local accuracies and other accuracy information.
 AB2111
 AB2111.The horizontal coordinates were established by GPS observations
 AB2111.and adjusted by the National Geodetic Survey in June 2012.
 AB2111
 AB2111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2111.been affixed to the stable North American tectonic plate. See 
 AB2111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2111
 AB2111.The horizontal coordinates are valid at the epoch date displayed above
 AB2111.which is a decimal equivalence of Year/Month/Day.
 AB2111
 AB2111.The orthometric height was determined by GPS observations and a
 AB2111.high-resolution geoid model.
 AB2111
 AB2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2111.GEOID18 height accuracy estimate available here.
 AB2111
 AB2111.Click photographs - Photos may exist for this station.
 AB2111
 AB2111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2111
 AB2111.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2111
 AB2111.The ellipsoidal height was determined by GPS observations
 AB2111.and is referenced to NAD 83.
 AB2111
 AB2111. The following values were computed from the NAD 83(2011) position.
 AB2111
 AB2111;                    North         East     Units Scale Factor Converg.
 AB2111;SPC MI C     -   215,305.650 5,953,962.548   MT  0.99992726   -0 24 51.6
 AB2111;SPC MI C     -   706,383.37 19,533,997.86   iFT  0.99992726   -0 24 51.6
 AB2111;UTM  16      - 5,013,066.689   660,609.384   MT  0.99991717   +1 27 14.4
 AB2111
 AB2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2111!SPC MI C     -   0.99996706  x   0.99992726  =   0.99989433
 AB2111!UTM  16      -   0.99996706  x   0.99991717  =   0.99988424
 AB2111
 AB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6060913066(NAD 83)
 AB2111
 AB2111                          SUPERSEDED SURVEY CONTROL
 AB2111
 AB2111  NAD 83(2007)-  45 15 09.91467(N)    084 57 11.46074(W) AD(2002.00) 0
 AB2111  ELLIP H (02/10/07)  210.127  (m)                       GP(2002.00)    
 AB2111  ELLIP H (07/12/02)  210.141  (m)                       GP(       ) 4 1
 AB2111  NAD 83(1994)-  45 15 09.91418(N)    084 57 11.46101(W) AD(       ) 1
 AB2111  ELLIP H (02/03/97)  210.141  (m)                       GP(       ) 4 1
 AB2111  NAD 83(1986)-  45 15 09.90904(N)    084 57 11.46667(W) AD(       ) 1
 AB2111  ELLIP H (02/20/96)  210.539  (m)                       GP(       ) 1 1
 AB2111
 AB2111.Superseded values are not recommended for survey control.
 AB2111
 AB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2111.See file dsdata.pdf to determine how the superseded data were derived.
 AB2111
 AB2111_MARKER: DD = SURVEY DISK
 AB2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2111_STAMPING: 15202 1994
 AB2111_MARK LOGO: MIDT
 AB2111_PROJECTION: FLUSH
 AB2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2111+STABILITY: SURFACE MOTION
 AB2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2111+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2019
 AB2111
 AB2111  HISTORY     - Date     Condition        Report By
 AB2111  HISTORY     - 1994     MONUMENTED       MIDT
 AB2111  HISTORY     - 20191112 GOOD             OHM
 AB2111
 AB2111                          STATION DESCRIPTION
 AB2111
 AB2111'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2111'STATION IS IN QUAD 450843 ON THE PETOSKEY QUADRANGLE MAP.  IT IS IN
 AB2111'THE SOUTHEAST 1/4 OF SECTION 18, T-33-N, R-5-W, MELROSE TOWNSHIP.
 AB2111'ABOUT 8.0 MI (12.9 KM) SOUTH OF PETOSKEY, 3.5 MI (5.6 KM) NORTHEAST OF
 AB2111'BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH FROM THE
 AB2111'JUNCTION OF STATE HIGHWAY M-75 AND U.S.  HIGHWAY 131 AT WALLOON LAKE,
 AB2111'GO WEST AND SOUTH ALONG HIGHWAY M-75 THROUGH WALLOON LAKE FOR 1.9 MI
 AB2111'(3.1 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 124.9 FT
 AB2111'(38.1 M) WEST FROM THE CENTER OF A FIELD DRIVE TO THE NORTH, 59.9 FT
 AB2111'(18.3 M) NORTH FROM THE CENTER OF HIGHWAY M-75, 53.0 FT (16.2 M)
 AB2111'NORTHEAST FROM AN ADOPT-A-HIGHWAY NORTH SIGN POST, 22.0 FT (6.7 M)
 AB2111'SOUTH FROM THE TOP OF BANK, AND 3.5 FT (1.1 M) SOUTH FROM A CARSONITE
 AB2111'WITNESS POST.
 AB2111
 AB2111                          STATION RECOVERY (2019)
 AB2111
 AB2111'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2019 (MN)
 AB2111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2112 ***********************************************************************
 AB2112  DESIGNATION -  15203
 AB2112  PID         -  AB2112
 AB2112  STATE/COUNTY-  MI/CHARLEVOIX
 AB2112  COUNTRY     -  US
 AB2112  USGS QUAD   -  PETOSKEY (2017)
 AB2112
 AB2112                         *CURRENT SURVEY CONTROL
 AB2112  ______________________________________________________________________
 AB2112* NAD 83(2011) POSITION- 45 15 13.56849(N) 084 56 42.75722(W)   ADJUSTED
 AB2112* NAD 83(2011) ELLIP HT-   183.838 (meters)        (06/27/12)   ADJUSTED
 AB2112* NAD 83(2011) EPOCH   -  2010.00
 AB2112* NAVD 88 ORTHO HEIGHT -   219.0   (meters)      719.    (feet) GPS OBS
 AB2112  ______________________________________________________________________
 AB2112  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2112  GEOID HEIGHT    -        -34.668 (meters)                     GEOID93
 AB2112  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 AB2112  NAD 83(2011) X  -    396,287.810 (meters)                     COMP
 AB2112  NAD 83(2011) Y  - -4,480,241.924 (meters)                     COMP
 AB2112  NAD 83(2011) Z  -  4,507,376.879 (meters)                     COMP
 AB2112  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 AB2112
 AB2112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2112  Standards:
 AB2112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2112  -------------------------------------------------------------------
 AB2112  NETWORK    0.93   1.22           0.44   0.29   0.62     -0.03435065
 AB2112  -------------------------------------------------------------------
 AB2112  Click here for local accuracies and other accuracy information.
 AB2112
 AB2112.The horizontal coordinates were established by GPS observations
 AB2112.and adjusted by the National Geodetic Survey in June 2012.
 AB2112
 AB2112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2112.been affixed to the stable North American tectonic plate. See 
 AB2112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2112
 AB2112.The horizontal coordinates are valid at the epoch date displayed above
 AB2112.which is a decimal equivalence of Year/Month/Day.
 AB2112
 AB2112.The orthometric height was determined by GPS observations and a
 AB2112.high-resolution geoid model.
 AB2112
 AB2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2112.GEOID18 height accuracy estimate available here.
 AB2112
 AB2112.Click photographs - Photos may exist for this station.
 AB2112
 AB2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2112
 AB2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2112
 AB2112.The ellipsoidal height was determined by GPS observations
 AB2112.and is referenced to NAD 83.
 AB2112
 AB2112. The following values were computed from the NAD 83(2011) position.
 AB2112
 AB2112;                    North         East     Units Scale Factor Converg.
 AB2112;SPC MI C     -   215,413.949 5,954,589.157   MT  0.99992736   -0 24 31.3
 AB2112;SPC MI C     -   706,738.68 19,536,053.66   iFT  0.99992736   -0 24 31.3
 AB2112;UTM  16      - 5,013,195.358   661,232.124   MT  0.99991964   +1 27 34.9
 AB2112
 AB2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2112!SPC MI C     -   0.99997118  x   0.99992736  =   0.99989854
 AB2112!UTM  16      -   0.99997118  x   0.99991964  =   0.99989082
 AB2112
 AB2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6123213195(NAD 83)
 AB2112
 AB2112                          SUPERSEDED SURVEY CONTROL
 AB2112
 AB2112  NAD 83(2007)-  45 15 13.56868(N)    084 56 42.75840(W) AD(2002.00) 0
 AB2112  ELLIP H (02/10/07)  183.876  (m)                       GP(2002.00)    
 AB2112  ELLIP H (07/12/02)  183.891  (m)                       GP(       ) 4 1
 AB2112  NAD 83(1994)-  45 15 13.56822(N)    084 56 42.75869(W) AD(       ) 1
 AB2112  ELLIP H (02/03/97)  183.891  (m)                       GP(       ) 4 1
 AB2112  NAD 83(1986)-  45 15 13.56278(N)    084 56 42.76406(W) AD(       ) 1
 AB2112  ELLIP H (02/20/96)  184.285  (m)                       GP(       ) 1 1
 AB2112
 AB2112.Superseded values are not recommended for survey control.
 AB2112
 AB2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2112.See file dsdata.pdf to determine how the superseded data were derived.
 AB2112
 AB2112_MARKER: DD = SURVEY DISK
 AB2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2112_STAMPING: 15203 1994
 AB2112_MARK LOGO: MIDT
 AB2112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2112+STABILITY: SURFACE MOTION
 AB2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2112+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2019
 AB2112
 AB2112  HISTORY     - Date     Condition        Report By
 AB2112  HISTORY     - 1994     MONUMENTED       MIDT
 AB2112  HISTORY     - 20191112 GOOD             OHM
 AB2112
 AB2112                          STATION DESCRIPTION
 AB2112
 AB2112'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2112'STATION IS LOCATED IN QUAD 450843 ON THE PETOSKEY QUADRANGLE MAP.  IT
 AB2112'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-33-N, R-5-W, MELROSE
 AB2112'TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) SOUTH OF PETOSKEY, 4.0 MI (6.4 KM)
 AB2112'NORTHEAST OF BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY IN
 AB2112'CLEAR VISION AREA. TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-75
 AB2112'AND U.S. HIGHWAY 131 AT WALLOON LAKE, GO WEST AND SOUTH ALONG M-75
 AB2112'THROUGH THE VILLAGE OF WALLOON LAKE FOR 1.45 MI (2.33 KM) TO A PAVED
 AB2112'ROAD CROSSING, SOUTH SHORE ROAD TO THE NORTH, AND THE STATION ON THE
 AB2112'LEFT AS DESCRIBED. STATION IS 101.0 FT (30.8 M) NORTH FROM A TELEPHONE
 AB2112'PEDESTAL, 75.0 FT (22.9 M) SOUTH FROM THE CENTER OF HIGHWAY M-75, 44.8
 AB2112'FT (13.7 M) EAST FROM THE CENTER OF ECKER ROAD, AND 3.0 FT (0.9 M)
 AB2112'NORTH FROM A CARSONITE WITNESS POST.
 AB2112
 AB2112                          STATION RECOVERY (2019)
 AB2112
 AB2112'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2019 (MN)
 AB2112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0217 ***********************************************************************
 RJ0217  DESIGNATION -  155
 RJ0217  PID         -  RJ0217
 RJ0217  STATE/COUNTY-  MI/CHIPPEWA
 RJ0217  COUNTRY     -  US
 RJ0217  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0217
 RJ0217                         *CURRENT SURVEY CONTROL
 RJ0217  ______________________________________________________________________
 RJ0217* NAD 83(1986) POSITION- 46 23 26.43   (N) 084 11 57.01   (W)   HD_HELD1
 RJ0217* NAVD 88 ORTHO HEIGHT -   183.988 (meters)      603.63  (feet) ADJUSTED
 RJ0217  ______________________________________________________________________
 RJ0217  GEOID HEIGHT    -        -36.633 (meters)                     GEOID18
 RJ0217  DYNAMIC HEIGHT  -        183.998 (meters)      603.67  (feet) COMP
 RJ0217  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0217
 RJ0217  VERT ORDER      -  FIRST     CLASS 0
 RJ0217
 RJ0217.The horizontal coordinates were determined by differentially corrected
 RJ0217.hand held GPS observations or other comparable positioning techniques
 RJ0217.and have an estimated accuracy of +/- 3 meters.
 RJ0217
 RJ0217.The orthometric height was determined by differential leveling and
 RJ0217.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0217.in June 1991.
 RJ0217
 RJ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0217.GEOID18 height accuracy estimate available here.
 RJ0217
 RJ0217.Click photographs - Photos may exist for this station.
 RJ0217
 RJ0217.The dynamic height is computed by dividing the NAVD 88
 RJ0217.geopotential number by the normal gravity value computed on the
 RJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0217.degrees latitude (g = 980.6199 gals.).
 RJ0217
 RJ0217.The modeled gravity was interpolated from observed gravity values.
 RJ0217
 RJ0217;                    North         East    Units  Estimated Accuracy
 RJ0217;SPC MI N     -   182,451.8   8,215,364.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0217
 RJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1533941268(NAD 83)
 RJ0217
 RJ0217                          SUPERSEDED SURVEY CONTROL
 RJ0217
 RJ0217.No superseded survey control is available for this station.
 RJ0217
 RJ0217_MARKER: I = METAL ROD
 RJ0217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0217+WITH SETTING: INFORMATION.
 RJ0217_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0217+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 RJ0217
 RJ0217  HISTORY     - Date     Condition        Report By
 RJ0217  HISTORY     - 1969     MONUMENTED       USLS
 RJ0217  HISTORY     - 1969     GOOD             USLS
 RJ0217  HISTORY     - 1983     GOOD             NGS
 RJ0217  HISTORY     - 20230810 GOOD             WILWRK
 RJ0217
 RJ0217                          STATION DESCRIPTION
 RJ0217
 RJ0217'DESCRIBED BY US LAKE SURVEY 1969
 RJ0217'AT SUGAR ISLAND.
 RJ0217'155 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0217'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0217'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0217'MILES SOUTH, TURN LEFT, 0.52 MILE EAST, TURN RIGHT, GO 2.0 MILES
 RJ0217'SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION AND
 RJ0217'VICINITY OF MARK, 89.5 FEET SOUTHEAST OF UTILITY POLE NO. SU
 RJ0217'I-155, 1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 RJ0217'POINT ON TOP OF A COPPER-COATED STEEL ROD.
 RJ0217
 RJ0217                          STATION RECOVERY (1983)
 RJ0217
 RJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0217'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0217'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0217'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0217'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0217'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM (0.45
 RJ0217'MI) EAST TO A Y JUNCTION, 17.1 METERS (56.0 FT) NORTHEAST OF THE
 RJ0217'CENTER OF THE SOUTHEASTBOUND ROAD, 13.4 METERS (44.0 FT) SOUTH OF THE
 RJ0217'APPROXIMATE CENTER OF 8 MILE ROAD, 10.1 METERS (33.0 FT) NORTH OF THE
 RJ0217'NORTH END OF A 18 INCH METAL PIPE CULVERT UNDER HOMESTEAD ROAD,
 RJ0217'1.5 METERS (4.8 FT) WEST OF POWERLINE POLE NUMBER SU1-155, AND
 RJ0217'27.3 METERS (89.5 FT) SOUTHEAST OF POWERLINE POLE NUMBER SU1-155X.
 RJ0217'NOTE, THE DEPTH OF THE ROD WAS NOT NOTED IN THE DESCRIPTION, ONLY A
 RJ0217'COPPER COATED STEEL ROD, SETTING AND QUALITY CAN NOT BE DETERMINED
 RJ0217'THIS SURVEY.
 RJ0217'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 RJ0217'THE MARK IS 0.91 M BELOW ROAD.
 RJ0217
 RJ0217                          STATION RECOVERY (2023)
 RJ0217
 RJ0217'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0217'NO WITNESS POST IS PRESENT.  MARK IS ABOUT 38 FT (11.6 M) SOUTH OF THE
 RJ0217'CENTERLINE GRAVEL ROAD RUNNING E, ABOUT 90 FT (27.4 M) EAST-SOUTHEAST
 RJ0217'OF A STOP SIGN AND 4.8 FT (1.5 M) WEST OF POLE MARKED "SU1 155".
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1250 ***********************************************************************
 RJ1250  DESIGNATION -  155 LIC+087
 RJ1250  PID         -  RJ1250
 RJ1250  STATE/COUNTY-  MI/CHIPPEWA
 RJ1250  COUNTRY     -  US
 RJ1250  USGS QUAD   -  GOETZVILLE (2017)
 RJ1250
 RJ1250                         *CURRENT SURVEY CONTROL
 RJ1250  ______________________________________________________________________
 RJ1250* NAD 83(1994) POSITION- 46 02 40.92028(N) 084 00 06.37260(W)   ADJUSTED
 RJ1250* NAD 83(1994) ELLIP HT-   141.566 (meters)        (02/03/97)   ADJUSTED
 RJ1250* NAVD 88 ORTHO HEIGHT -   178.3   (meters)      585.    (feet) VERTCON3
 RJ1250  ______________________________________________________________________
 RJ1250  GEOID HEIGHT    -        -36.656 (meters)                     GEOID18
 RJ1250  NAD 83(1994) X  -    463,431.057 (meters)                     COMP
 RJ1250  NAD 83(1994) Y  - -4,410,562.772 (meters)                     COMP
 RJ1250  NAD 83(1994) Z  -  4,568,799.462 (meters)                     COMP
 RJ1250  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 RJ1250  HORZ ORDER      -  FIRST
 RJ1250  ELLP ORDER      -  FOURTH    CLASS I
 RJ1250
 RJ1250.The horizontal coordinates were established by GPS observations
 RJ1250.and adjusted by the National Geodetic Survey in February 1997.
 RJ1250
 RJ1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1250
 RJ1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1250.GEOID18 height accuracy estimate available here.
 RJ1250
 RJ1250.Click photographs - Photos may exist for this station.
 RJ1250
 RJ1250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1250
 RJ1250.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1250
 RJ1250.The ellipsoidal height was determined by GPS observations
 RJ1250.and is referenced to NAD 83.
 RJ1250
 RJ1250. The following values were computed from the NAD 83(1994) position.
 RJ1250
 RJ1250;                    North         East     Units Scale Factor Converg.
 RJ1250;SPC MI N     -   144,581.145 8,231,989.844   MT  0.99991161   +2 10 01.5
 RJ1250;SPC MI N     -   474,347.59 27,007,840.70   iFT  0.99991161   +2 10 01.5
 RJ1250;UTM  16      - 5,103,385.182   731,969.113   MT  1.00026155   +2 09 33.6
 RJ1250;UTM  17      - 5,103,395.516   267,756.985   MT  1.00026311   -2 09 42.8
 RJ1250
 RJ1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1250!SPC MI N     -   0.99997781  x   0.99991161  =   0.99988942
 RJ1250!UTM  16      -   0.99997781  x   1.00026155  =   1.00023935
 RJ1250!UTM  17      -   0.99997781  x   1.00026311  =   1.00024091
 RJ1250
 RJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3196903385(NAD 83)
 RJ1250
 RJ1250                          SUPERSEDED SURVEY CONTROL
 RJ1250
 RJ1250  NAD 83(1986)-  46 02 40.90858(N)    084 00 06.36641(W) AD(       ) 1
 RJ1250  NGVD 29 (05/22/90)  178.3    (m)  RAPSU86  model used  GPS OBS        
 RJ1250
 RJ1250.Superseded values are not recommended for survey control.
 RJ1250
 RJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1250.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1250
 RJ1250_MARKER: DS = TRIANGULATION STATION DISK
 RJ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1250+STABILITY: SURFACE MOTION
 RJ1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1250+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1250
 RJ1250  HISTORY     - Date     Condition        Report By
 RJ1250  HISTORY     - 1988     MONUMENTED       USACE
 RJ1250
 RJ1250                          STATION DESCRIPTION
 RJ1250
 RJ1250'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1250'THE STATION IS LOCATED ABOUT 56.3 KM (35.0 MI) SOUTH-SOUTHEAST OF
 RJ1250'SAULT STE MARIE, 50.2 KM
 RJ1250'(31.2 MI) EAST-SOUTHEAST OF RUDYARD, 10.1 KM (6.3 MI)
 RJ1250'NORTHWEST OF DETOUR VILLAGE IN FRAC SEC 12,
 RJ1250'T42N-R3E.
 RJ1250'OWNERSHIP---LEE AND HELEN JEAN DRAPER
 RJ1250'
 RJ1250'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RJ1250'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1250'NORTH RABER ROAD FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1250'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1250'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 50 MINUTES ALONG THE WEST SIDE
 RJ1250'TO A SMALL POINT AND THE STATION.
 RJ1250'
 RJ1250'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---215---,
 RJ1250'SET INTO A 20 CM (8 IN) CONCRETE CYLINDER LOCATED 24.4 METERS
 RJ1250'(80 FT) IN FROM THE
 RJ1250'SHORE.
 RJ1250'
 RJ1250'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0878 ***********************************************************************
 NE0878  DESIGNATION -  159 F GSC
 NE0878  PID         -  NE0878
 NE0878  STATE/COUNTY-  MI/WAYNE
 NE0878  COUNTRY     -  US
 NE0878  USGS QUAD   -  DETROIT (2017)
 NE0878
 NE0878                         *CURRENT SURVEY CONTROL
 NE0878  ______________________________________________________________________
 NE0878* NAD 83(1986) POSITION- 42 19 42.     (N) 083 04 37.     (W)   SCALED
 NE0878* NAVD 88 ORTHO HEIGHT -   182.289 (meters)      598.06  (feet) ADJUSTED
 NE0878  ______________________________________________________________________
 NE0878  GEOID HEIGHT    -        -34.526 (meters)                     GEOID18
 NE0878  DYNAMIC HEIGHT  -        182.235 (meters)      597.88  (feet) COMP
 NE0878  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 NE0878
 NE0878  VERT ORDER      -  FIRST     CLASS II
 NE0878
 NE0878.The horizontal coordinates were scaled from a map and have
 NE0878.an estimated accuracy of +/- 6 seconds.
 NE0878
 NE0878.The orthometric height was determined by differential leveling and
 NE0878.adjusted by the NATIONAL GEODETIC SURVEY
 NE0878.in June 1991.
 NE0878
 NE0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0878.GEOID18 height accuracy estimate available here.
 NE0878
 NE0878.Click photographs - Photos may exist for this station.
 NE0878
 NE0878.The dynamic height is computed by dividing the NAVD 88
 NE0878.geopotential number by the normal gravity value computed on the
 NE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0878.degrees latitude (g = 980.6199 gals.).
 NE0878
 NE0878.The modeled gravity was interpolated from observed gravity values.
 NE0878
 NE0878;                    North         East    Units  Estimated Accuracy
 NE0878;SPC MI S     -    92,820.    4,106,290.      MT  (+/- 180 meters Scaled)
 NE0878
 NE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG288883(NAD 83)
 NE0878
 NE0878                          SUPERSEDED SURVEY CONTROL
 NE0878
 NE0878  NGVD 29 (11/26/84)  182.463  (m)          598.63   (f) ADJUSTED    1 2
 NE0878
 NE0878.Superseded values are not recommended for survey control.
 NE0878
 NE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0878.See file dsdata.pdf to determine how the superseded data were derived.
 NE0878
 NE0878_MARKER: B = BOLT
 NE0878_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0878_SP_SET: WALL
 NE0878_STAMPING: GSC 159 F
 NE0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0878+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 NE0878
 NE0878  HISTORY     - Date     Condition        Report By
 NE0878  HISTORY     - UNK      MONUMENTED       GSC
 NE0878  HISTORY     - 1980     GOOD             NGS
 NE0878  HISTORY     - 20020129 GOOD             WILCOX
 NE0878  HISTORY     - 20150708 GOOD             INDIV
 NE0878
 NE0878                          STATION DESCRIPTION
 NE0878
 NE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0878'IN DETROIT.
 NE0878'IN DETROIT, 0.24 KILOMETER (0.15 MILE) SOUTH FROM THE JUNCTION
 NE0878'OF WEST VERNOR HIGHWAY AND 15 TH STREET, SET VERTICALLY IN THE
 NE0878'SOUTHEAST FACE OF THE AMTRAK RAILWAY STATION, 14.6 METERS (47.9
 NE0878'FEET) NORTH OF THE EAST ENTRANCE TO STATION, 0.4 METER (1.4 FEET)
 NE0878'ABOVE THE SIDEWALK.
 NE0878'THE MARK IS 0.4 M ABOVE SIDEWALK..
 NE0878
 NE0878                          STATION RECOVERY (2002)
 NE0878
 NE0878'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (JDG)
 NE0878'RECOVERED IN GOOD CONDITION.
 NE0878
 NE0878                          STATION RECOVERY (2015)
 NE0878
 NE0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (CSV)
 NE0878'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0292 ***********************************************************************
 NF0292  DESIGNATION -  16
 NF0292  PID         -  NF0292
 NF0292  STATE/COUNTY-  MI/INGHAM
 NF0292  COUNTRY     -  US
 NF0292  USGS QUAD   -  LANSING SOUTH (2017)
 NF0292
 NF0292                         *CURRENT SURVEY CONTROL
 NF0292  ______________________________________________________________________
 NF0292* NAD 83(1986) POSITION- 42 44 00.     (N) 084 30 26.     (W)   SCALED
 NF0292* NAVD 88 ORTHO HEIGHT -   258.12  (+/-2cm)      846.8   (feet) VERTCON3
 NF0292  ______________________________________________________________________
 NF0292  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 NF0292  VERT ORDER      -  ? (See Below)
 NF0292
 NF0292.The horizontal coordinates were scaled from a map and have
 NF0292.an estimated accuracy of +/- 6 seconds.
 NF0292
 NF0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0292
 NF0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0292.GEOID18 height accuracy estimate available here.
 NF0292
 NF0292.The vertical order pertains to the NGVD 29 superseded value.
 NF0292
 NF0292.Click photographs - Photos may exist for this station.
 NF0292
 NF0292;                    North         East    Units  Estimated Accuracy
 NF0292;SPC MI S     -   137,010.    3,988,490.      MT  (+/- 180 meters Scaled)
 NF0292
 NF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN040342(NAD 83)
 NF0292
 NF0292                          SUPERSEDED SURVEY CONTROL
 NF0292
 NF0292  NGVD 29 (??/??/92)  258.255  (m)          847.29   (f) ADJ UNCH       
 NF0292
 NF0292.Superseded values are not recommended for survey control.
 NF0292
 NF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0292.See file dsdata.pdf to determine how the superseded data were derived.
 NF0292
 NF0292_MARKER: B = BOLT
 NF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0292+STABILITY: SURFACE MOTION
 NF0292
 NF0292  HISTORY     - Date     Condition        Report By
 NF0292  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0292  HISTORY     - 1932     GOOD             MISCOL
 NF0292
 NF0292                          STATION DESCRIPTION
 NF0292
 NF0292'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0292'AT EAST LANSING.
 NF0292'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0292'CAMPUS, ON THE EAST SIDE OF MAIN DRIVE, AT THE JUNCTION OF THE
 NF0292'ROAD LEADING TO THE ATHLETIC FIELD, 55 FEET NORTH OF AN OLD
 NF0292'CULVERT WALL, 54.5 FEET EAST OF A BLAZED OAK TREE ON THE EDGE
 NF0292'OF A BANK, AND 36.9 FEET SOUTH OF AN IRON ELECTRIC LIGHT POLE.
 NF0292'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6802 ***********************************************************************
 AA6802  DESIGNATION -  16 1
 AA6802  PID         -  AA6802
 AA6802  STATE/COUNTY-  MI/WAYNE
 AA6802  COUNTRY     -  US
 AA6802  USGS QUAD   -  CARLETON (2017)
 AA6802
 AA6802                         *CURRENT SURVEY CONTROL
 AA6802  ______________________________________________________________________
 AA6802* NAD 83(2011) POSITION- 42 06 56.03379(N) 083 29 35.73402(W)   ADJUSTED
 AA6802* NAD 83(2011) ELLIP HT-   166.467 (meters)        (06/27/12)   ADJUSTED
 AA6802* NAD 83(2011) EPOCH   -  2010.00
 AA6802* NAVD 88 ORTHO HEIGHT -   201.1   (meters)      660.    (feet) GPS OBS
 AA6802  ______________________________________________________________________
 AA6802  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6802  GEOID HEIGHT    -         -34.55 (meters)                     GEOID93
 AA6802  GEOID HEIGHT    -        -34.686 (meters)                     GEOID18
 AA6802  NAD 83(2011) X  -    536,969.984 (meters)                     COMP
 AA6802  NAD 83(2011) Y  - -4,708,000.619 (meters)                     COMP
 AA6802  NAD 83(2011) Z  -  4,255,246.040 (meters)                     COMP
 AA6802  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AA6802
 AA6802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6802  Standards:
 AA6802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6802  -------------------------------------------------------------------
 AA6802  NETWORK    0.72   0.82           0.33   0.25   0.42      0.06364830
 AA6802  -------------------------------------------------------------------
 AA6802  Click here for local accuracies and other accuracy information.
 AA6802
 AA6802.The horizontal coordinates were established by GPS observations
 AA6802.and adjusted by the National Geodetic Survey in June 2012.
 AA6802
 AA6802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6802.been affixed to the stable North American tectonic plate. See 
 AA6802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6802
 AA6802.The horizontal coordinates are valid at the epoch date displayed above
 AA6802.which is a decimal equivalence of Year/Month/Day.
 AA6802
 AA6802.The orthometric height was determined by GPS observations and a
 AA6802.high-resolution geoid model.
 AA6802
 AA6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6802.GEOID18 height accuracy estimate available here.
 AA6802
 AA6802.Click photographs - Photos may exist for this station.
 AA6802
 AA6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6802
 AA6802.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6802
 AA6802.The ellipsoidal height was determined by GPS observations
 AA6802.and is referenced to NAD 83.
 AA6802
 AA6802. The following values were computed from the NAD 83(2011) position.
 AA6802
 AA6802;                    North         East     Units Scale Factor Converg.
 AA6802;SPC MI S     -    68,751.105 4,072,229.816   MT  0.99999635   +0 35 39.8
 AA6802;SPC MI S     -   225,561.37 13,360,334.04   iFT  0.99999635   +0 35 39.8
 AA6802;UTM  17      - 4,665,615.956   293,881.560   MT  1.00012279   -1 40 21.5
 AA6802
 AA6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6802!SPC MI S     -   0.99997389  x   0.99999635  =   0.99997024
 AA6802!UTM  17      -   0.99997389  x   1.00012279  =   1.00009668
 AA6802
 AA6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9388165615(NAD 83)
 AA6802
 AA6802                          SUPERSEDED SURVEY CONTROL
 AA6802
 AA6802  NAD 83(2007)-  42 06 56.03448(N)    083 29 35.73465(W) AD(2002.00) 0
 AA6802  ELLIP H (02/10/07)  166.465  (m)                       GP(2002.00)    
 AA6802  ELLIP H (07/12/02)  166.526  (m)                       GP(       ) 4 1
 AA6802  NAD 83(1994)-  42 06 56.03394(N)    083 29 35.73422(W) AD(       ) 1
 AA6802  ELLIP H (02/03/97)  166.559  (m)                       GP(       ) 4 1
 AA6802  NAD 83(1986)-  42 06 56.04151(N)    083 29 35.76229(W) AD(       ) 1
 AA6802
 AA6802.Superseded values are not recommended for survey control.
 AA6802
 AA6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6802.See file dsdata.pdf to determine how the superseded data were derived.
 AA6802
 AA6802_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6802_STAMPING: 16-1 1994
 AA6802_MARK LOGO: MI-163
 AA6802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6802+STABILITY: SURFACE MOTION
 AA6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6802+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6802
 AA6802  HISTORY     - Date     Condition        Report By
 AA6802  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6802
 AA6802                          STATION DESCRIPTION
 AA6802
 AA6802'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6802'STATION IS LOCATED APPROXIMATELY 6.5 MILESSOUTH OF BELLEVILLE,
 AA6802'MICHIGAN ON WILLOW ROAD ABOUT 1/2 MILE WEST OF SUMPTER ROAD. TO REACH
 AA6802'FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT
 AA6802'8), PROCEED WEST ON WILL CARLETON ROAD FOR 5.7  MILESTO SUMPTER ROAD,
 AA6802'THENCE GO NORTH ON SUMPTER FOR 2.0 MILESTO WILLOW ROAD, THENCE GO WEST
 AA6802'ON WILLOW ROAD FOR 0.65 MILESTO THE STATION ON THE LEFT AND BEING JUST
 AA6802'EAST OF THE DRIVEWAY TO HOUSE AT 47100 WILLOW. THE STATION IS A BRASS
 AA6802''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6802'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF WILLOW IS N 0 E,
 AA6802'30.5 FEET, CENTERLINE OF DRIVE TO HOUSE AT 47100 WILLOW IS N 90 W,
 AA6802'218.54 FEET,  A CENTERLINE OF CONCRETE DRIVE IS N 90 E, 59.1 FEET,  A
 AA6802'POLE  IS N 90 W, 77.29 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6805 ***********************************************************************
 AA6805  DESIGNATION -  16 2
 AA6805  PID         -  AA6805
 AA6805  STATE/COUNTY-  MI/WAYNE
 AA6805  COUNTRY     -  US
 AA6805  USGS QUAD   -  MAYBEE (2017)
 AA6805
 AA6805                         *CURRENT SURVEY CONTROL
 AA6805  ______________________________________________________________________
 AA6805* NAD 83(2011) POSITION- 42 05 32.33915(N) 083 31 23.91829(W)   ADJUSTED
 AA6805* NAD 83(2011) ELLIP HT-   163.224 (meters)        (06/27/12)   ADJUSTED
 AA6805* NAD 83(2011) EPOCH   -  2010.00
 AA6805* NAVD 88 ORTHO HEIGHT -   198.0   (meters)      650.    (feet) GPS OBS
 AA6805  ______________________________________________________________________
 AA6805  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6805  GEOID HEIGHT    -         -34.60 (meters)                     GEOID93
 AA6805  GEOID HEIGHT    -        -34.739 (meters)                     GEOID18
 AA6805  NAD 83(2011) X  -    534,695.634 (meters)                     COMP
 AA6805  NAD 83(2011) Y  - -4,709,999.610 (meters)                     COMP
 AA6805  NAD 83(2011) Z  -  4,253,327.905 (meters)                     COMP
 AA6805  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 AA6805
 AA6805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6805  Standards:
 AA6805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6805  -------------------------------------------------------------------
 AA6805  NETWORK    0.90   1.00           0.42   0.29   0.51      0.01871212
 AA6805  -------------------------------------------------------------------
 AA6805  Click here for local accuracies and other accuracy information.
 AA6805
 AA6805.The horizontal coordinates were established by GPS observations
 AA6805.and adjusted by the National Geodetic Survey in June 2012.
 AA6805
 AA6805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6805.been affixed to the stable North American tectonic plate. See 
 AA6805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6805
 AA6805.The horizontal coordinates are valid at the epoch date displayed above
 AA6805.which is a decimal equivalence of Year/Month/Day.
 AA6805
 AA6805.The orthometric height was determined by GPS observations and a
 AA6805.high-resolution geoid model.
 AA6805
 AA6805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6805.GEOID18 height accuracy estimate available here.
 AA6805
 AA6805.Click photographs - Photos may exist for this station.
 AA6805
 AA6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6805
 AA6805.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6805
 AA6805.The ellipsoidal height was determined by GPS observations
 AA6805.and is referenced to NAD 83.
 AA6805
 AA6805. The following values were computed from the NAD 83(2011) position.
 AA6805
 AA6805;                    North         East     Units Scale Factor Converg.
 AA6805;SPC MI S     -    66,143.563 4,069,770.567   MT  1.00000183   +0 34 26.1
 AA6805;SPC MI S     -   217,006.44 13,352,265.64   iFT  1.00000183   +0 34 26.1
 AA6805;UTM  17      - 4,663,107.385   291,320.780   MT  1.00013586   -1 41 31.4
 AA6805
 AA6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6805!SPC MI S     -   0.99997440  x   1.00000183  =   0.99997623
 AA6805!UTM  17      -   0.99997440  x   1.00013586  =   1.00011026
 AA6805
 AA6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9132063107(NAD 83)
 AA6805
 AA6805                          SUPERSEDED SURVEY CONTROL
 AA6805
 AA6805  NAD 83(2007)-  42 05 32.33986(N)    083 31 23.91890(W) AD(2002.00) 0
 AA6805  ELLIP H (02/10/07)  163.223  (m)                       GP(2002.00)    
 AA6805  ELLIP H (07/12/02)  163.282  (m)                       GP(       ) 4 1
 AA6805  NAD 83(1994)-  42 05 32.33933(N)    083 31 23.91848(W) AD(       ) 1
 AA6805  ELLIP H (02/03/97)  163.315  (m)                       GP(       ) 4 1
 AA6805  NAD 83(1986)-  42 05 32.34686(N)    083 31 23.94668(W) AD(       ) 1
 AA6805
 AA6805.Superseded values are not recommended for survey control.
 AA6805
 AA6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6805.See file dsdata.pdf to determine how the superseded data were derived.
 AA6805
 AA6805_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6805_STAMPING: 16-2 1994
 AA6805_MARK LOGO: MI-163
 AA6805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6805+STABILITY: SURFACE MOTION
 AA6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6805+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6805
 AA6805  HISTORY     - Date     Condition        Report By
 AA6805  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6805
 AA6805                          STATION DESCRIPTION
 AA6805
 AA6805'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6805'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 2.0 MILESWEST OF
 AA6805'BELLEVILLE, MICHIGAN ON SHERWOOD ROAD ABOUT 1/2 MILE NORTH OF
 AA6805'OAKVILLE-WALTZ ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6805'I-275 AND WILL CARLETON ROAD (EXIT 8), PROCEED WEST ON WILL CARLETON
 AA6805'ROAD FOR 7.9  MILES TO SHERWOOD ROAD, THENCE GO NORTH ON SHERWOOD FOR
 AA6805'.45 MILES TO THE STATION ON THE LEFT. THE MONUMENT IS NORTH OF THE
 AA6805'HOUSE AT 28715 SHERWOOD ROAD. THE STATION IS A BRASS 'WAYNE COUNTY
 AA6805'REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6805'FLUSH WITH THE GROUND. CENTERLINE OF SHERWOOD IS N 90 E, 13.26 FEET,
 AA6805'THE NORTH WALL EXTENDED OF THE HOUSE AT 28715 SHERWOOD IS SOUTH 141.44
 AA6805'FEET,  A HYDRANT IS S 30 W, 58.01 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6798 ***********************************************************************
 AA6798  DESIGNATION -  16 3
 AA6798  PID         -  AA6798
 AA6798  STATE/COUNTY-  MI/WAYNE
 AA6798  COUNTRY     -  US
 AA6798  USGS QUAD   -  MAYBEE (2017)
 AA6798
 AA6798                         *CURRENT SURVEY CONTROL
 AA6798  ______________________________________________________________________
 AA6798* NAD 83(2011) POSITION- 42 05 09.85929(N) 083 31 23.21910(W)   ADJUSTED
 AA6798* NAD 83(2011) ELLIP HT-   161.119 (meters)        (06/27/12)   ADJUSTED
 AA6798* NAD 83(2011) EPOCH   -  2010.00
 AA6798* NAVD 88 ORTHO HEIGHT -   195.9   (meters)      643.    (feet) GPS OBS
 AA6798  ______________________________________________________________________
 AA6798  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6798  GEOID HEIGHT    -         -34.62 (meters)                     GEOID93
 AA6798  GEOID HEIGHT    -        -34.757 (meters)                     GEOID18
 AA6798  NAD 83(2011) X  -    534,763.868 (meters)                     COMP
 AA6798  NAD 83(2011) Y  - -4,710,458.199 (meters)                     COMP
 AA6798  NAD 83(2011) Z  -  4,252,811.760 (meters)                     COMP
 AA6798  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 AA6798
 AA6798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6798  Standards:
 AA6798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6798  -------------------------------------------------------------------
 AA6798  NETWORK    0.92   1.02           0.43   0.30   0.52      0.02973869
 AA6798  -------------------------------------------------------------------
 AA6798  Click here for local accuracies and other accuracy information.
 AA6798
 AA6798.The horizontal coordinates were established by GPS observations
 AA6798.and adjusted by the National Geodetic Survey in June 2012.
 AA6798
 AA6798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6798.been affixed to the stable North American tectonic plate. See 
 AA6798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6798
 AA6798.The horizontal coordinates are valid at the epoch date displayed above
 AA6798.which is a decimal equivalence of Year/Month/Day.
 AA6798
 AA6798.The orthometric height was determined by GPS observations and a
 AA6798.high-resolution geoid model.
 AA6798
 AA6798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6798.GEOID18 height accuracy estimate available here.
 AA6798
 AA6798.Click photographs - Photos may exist for this station.
 AA6798
 AA6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6798
 AA6798.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6798
 AA6798.The ellipsoidal height was determined by GPS observations
 AA6798.and is referenced to NAD 83.
 AA6798
 AA6798. The following values were computed from the NAD 83(2011) position.
 AA6798
 AA6798;                    North         East     Units Scale Factor Converg.
 AA6798;SPC MI S     -    65,450.160 4,069,793.583   MT  1.00000333   +0 34 26.6
 AA6798;SPC MI S     -   214,731.50 13,352,341.15   iFT  1.00000333   +0 34 26.6
 AA6798;UTM  17      - 4,662,413.521   291,316.363   MT  1.00013588   -1 41 30.2
 AA6798
 AA6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6798!SPC MI S     -   0.99997473  x   1.00000333  =   0.99997806
 AA6798!UTM  17      -   0.99997473  x   1.00013588  =   1.00011061
 AA6798
 AA6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9131662413(NAD 83)
 AA6798
 AA6798                          SUPERSEDED SURVEY CONTROL
 AA6798
 AA6798  NAD 83(2007)-  42 05 09.85999(N)    083 31 23.21971(W) AD(2002.00) 0
 AA6798  ELLIP H (02/10/07)  161.118  (m)                       GP(2002.00)    
 AA6798  ELLIP H (07/12/02)  161.178  (m)                       GP(       ) 4 1
 AA6798  NAD 83(1994)-  42 05 09.85946(N)    083 31 23.21929(W) AD(       ) 1
 AA6798  ELLIP H (02/03/97)  161.210  (m)                       GP(       ) 4 1
 AA6798  NAD 83(1986)-  42 05 09.86698(N)    083 31 23.24748(W) AD(       ) 1
 AA6798
 AA6798.Superseded values are not recommended for survey control.
 AA6798
 AA6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6798.See file dsdata.pdf to determine how the superseded data were derived.
 AA6798
 AA6798_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6798_STAMPING: 16-3 1994
 AA6798_MARK LOGO: MI-163
 AA6798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6798+STABILITY: SURFACE MOTION
 AA6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6798+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6798
 AA6798  HISTORY     - Date     Condition        Report By
 AA6798  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6798
 AA6798                          STATION DESCRIPTION
 AA6798
 AA6798'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6798'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 2.0 MILESWEST OF
 AA6798'BELLEVILLE, MICHIGAN ON SHERWOOD ROAD AT OAKVILLE-WALTZ ROAD. TO REACH
 AA6798'FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT
 AA6798'8), PROCEED WEST ON WILL CARLETON ROAD FOR 7.9  MILES TO SHERWOOD ROAD
 AA6798'AND THE STATION IN THE NORTHWEST QUADRANT. THE STATION IS A BRASS
 AA6798''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6798'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF SHERWOOD IS N 90 E,
 AA6798'13.44 FEET, CENTERLINE OF OAKVILLE-WALTZ IS S 0 W, 63.49 FEET,  A
 AA6798'HYDRANT IS N 40 W, 51.18 FEET,  A POLE IS N 80 E, 38.70 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6799 ***********************************************************************
 AA6799  DESIGNATION -  16 4
 AA6799  PID         -  AA6799
 AA6799  STATE/COUNTY-  MI/WAYNE
 AA6799  COUNTRY     -  US
 AA6799  USGS QUAD   -  CARLETON (2017)
 AA6799
 AA6799                         *CURRENT SURVEY CONTROL
 AA6799  ______________________________________________________________________
 AA6799* NAD 83(2011) POSITION- 42 05 38.62381(N) 083 25 15.56020(W)   ADJUSTED
 AA6799* NAD 83(2011) ELLIP HT-   155.121 (meters)        (06/27/12)   ADJUSTED
 AA6799* NAD 83(2011) EPOCH   -  2010.00
 AA6799* NAVD 88 ORTHO HEIGHT -   189.9   (meters)      623.    (feet) GPS OBS
 AA6799  ______________________________________________________________________
 AA6799  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6799  GEOID HEIGHT    -         -34.65 (meters)                     GEOID93
 AA6799  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 AA6799  NAD 83(2011) X  -    543,090.550 (meters)                     COMP
 AA6799  NAD 83(2011) Y  - -4,708,902.108 (meters)                     COMP
 AA6799  NAD 83(2011) Z  -  4,253,466.367 (meters)                     COMP
 AA6799  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AA6799
 AA6799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6799  Standards:
 AA6799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6799  -------------------------------------------------------------------
 AA6799  NETWORK    0.76   0.84           0.35   0.25   0.43      0.12200298
 AA6799  -------------------------------------------------------------------
 AA6799  Click here for local accuracies and other accuracy information.
 AA6799
 AA6799.The horizontal coordinates were established by GPS observations
 AA6799.and adjusted by the National Geodetic Survey in June 2012.
 AA6799
 AA6799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6799.been affixed to the stable North American tectonic plate. See 
 AA6799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6799
 AA6799.The horizontal coordinates are valid at the epoch date displayed above
 AA6799.which is a decimal equivalence of Year/Month/Day.
 AA6799
 AA6799.The orthometric height was determined by GPS observations and a
 AA6799.high-resolution geoid model.
 AA6799
 AA6799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6799.GEOID18 height accuracy estimate available here.
 AA6799
 AA6799.Click photographs - Photos may exist for this station.
 AA6799
 AA6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6799
 AA6799.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6799
 AA6799.The ellipsoidal height was determined by GPS observations
 AA6799.and is referenced to NAD 83.
 AA6799
 AA6799. The following values were computed from the NAD 83(2011) position.
 AA6799
 AA6799;                    North         East     Units Scale Factor Converg.
 AA6799;SPC MI S     -    66,427.397 4,078,233.092   MT  1.00000141   +0 38 36.8
 AA6799;SPC MI S     -   217,937.65 13,380,029.83   iFT  1.00000141   +0 38 36.8
 AA6799;UTM  17      - 4,663,056.320   299,788.865   MT  1.00009325   -1 37 24.4
 AA6799
 AA6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6799!SPC MI S     -   0.99997567  x   1.00000141  =   0.99997708
 AA6799!UTM  17      -   0.99997567  x   1.00009325  =   1.00006892
 AA6799
 AA6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9978863056(NAD 83)
 AA6799
 AA6799                          SUPERSEDED SURVEY CONTROL
 AA6799
 AA6799  NAD 83(2007)-  42 05 38.62470(N)    083 25 15.56077(W) AD(2002.00) 0
 AA6799  ELLIP H (02/10/07)  155.115  (m)                       GP(2002.00)    
 AA6799  ELLIP H (07/12/02)  155.178  (m)                       GP(       ) 4 1
 AA6799  NAD 83(1994)-  42 05 38.62411(N)    083 25 15.56038(W) AD(       ) 1
 AA6799  ELLIP H (02/03/97)  155.215  (m)                       GP(       ) 4 1
 AA6799  NAD 83(1986)-  42 05 38.63172(N)    083 25 15.58898(W) AD(       ) 1
 AA6799
 AA6799.Superseded values are not recommended for survey control.
 AA6799
 AA6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6799.See file dsdata.pdf to determine how the superseded data were derived.
 AA6799
 AA6799_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6799_STAMPING: 16-4 1994
 AA6799_MARK LOGO: MI-163
 AA6799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6799+STABILITY: SURFACE MOTION
 AA6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6799+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6799
 AA6799  HISTORY     - Date     Condition        Report By
 AA6799  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6799  HISTORY     - 20011212 GOOD             INDIV
 AA6799  HISTORY     - 20030402 GOOD             INDIV
 AA6799
 AA6799                          STATION DESCRIPTION
 AA6799
 AA6799'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6799'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 3.0 MILESEAST OF
 AA6799'BELLEVILLE, MICHIGAN ON CLARKK ROAD JUST NORTH OF OAKVILLE-WALTZ ROAD.
 AA6799'TO REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON
 AA6799'ROAD (EXIT 8), PROCEED WEST ON WILL CARLETON ROAD FOR 2.25 MILES TO
 AA6799'CLARK ROAD AND THE STATION ON THE WEST SIDE OF CLARK ROAD AND JUST
 AA6799'NORTH OF A CONCRETE DRIVE ENTRANCE TO A LANDFILL. THE STATION IS A
 AA6799'BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6799'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF CLARK IS N
 AA6799'90 E, 62.88 FEET, CENTERLINE OF CONCRETE DRIVE IS S 0 W, 182.95 FEET,
 AA6799'CENTERLINE OF A GRAVEL DRIVE IS N 0 W, 34.56 FEET, A FENCE POST IS N
 AA6799'70 W, 98.03 FEET.
 AA6799
 AA6799                          STATION RECOVERY (2001)
 AA6799
 AA6799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6799'RECOVERED IN GOOD CONDITION.
 AA6799
 AA6799                          STATION RECOVERY (2003)
 AA6799
 AA6799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0318 ***********************************************************************
 MC0318  DESIGNATION -  16 C OF M
 MC0318  PID         -  MC0318
 MC0318  STATE/COUNTY-  MI/MONROE
 MC0318  COUNTRY     -  US
 MC0318  USGS QUAD   -  MONROE (2017)
 MC0318
 MC0318                         *CURRENT SURVEY CONTROL
 MC0318  ______________________________________________________________________
 MC0318* NAD 83(1986) POSITION- 41 55 27.     (N) 083 24 52.     (W)   SCALED
 MC0318* NAVD 88 ORTHO HEIGHT -   181.215 (meters)      594.54  (feet) ADJUSTED
 MC0318  ______________________________________________________________________
 MC0318  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 MC0318  DYNAMIC HEIGHT  -        181.150 (meters)      594.32  (feet) COMP
 MC0318  MODELED GRAVITY -    980,260.6   (mgal)                       NAVD 88
 MC0318
 MC0318  VERT ORDER      -  FIRST     CLASS II
 MC0318
 MC0318.The horizontal coordinates were scaled from a map and have
 MC0318.an estimated accuracy of +/- 6 seconds.
 MC0318
 MC0318.The orthometric height was determined by differential leveling and
 MC0318.adjusted by the NATIONAL GEODETIC SURVEY
 MC0318.in June 1991.
 MC0318
 MC0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0318.GEOID18 height accuracy estimate available here.
 MC0318
 MC0318.Click photographs - Photos may exist for this station.
 MC0318
 MC0318.The dynamic height is computed by dividing the NAVD 88
 MC0318.geopotential number by the normal gravity value computed on the
 MC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0318.degrees latitude (g = 980.6199 gals.).
 MC0318
 MC0318.The modeled gravity was interpolated from observed gravity values.
 MC0318
 MC0318;                    North         East    Units  Estimated Accuracy
 MC0318;SPC MI S     -    47,560.    4,078,990.      MT  (+/- 180 meters Scaled)
 MC0318
 MC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG997441(NAD 83)
 MC0318
 MC0318                          SUPERSEDED SURVEY CONTROL
 MC0318
 MC0318  NGVD 29 (??/??/92)  181.383  (m)          595.09   (f) ADJ UNCH    1 2
 MC0318
 MC0318.Superseded values are not recommended for survey control.
 MC0318
 MC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0318.See file dsdata.pdf to determine how the superseded data were derived.
 MC0318
 MC0318_MARKER: Z = SEE DESCRIPTION
 MC0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0318_SP_SET: OVERPASS
 MC0318_STAMPING: 16 595.51
 MC0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0318
 MC0318  HISTORY     - Date     Condition        Report By
 MC0318  HISTORY     - UNK      MONUMENTED       MI3320
 MC0318  HISTORY     - 1968     GOOD             CGS
 MC0318  HISTORY     - 20010409 MARK NOT FOUND   LOCSUR
 MC0318  HISTORY     - 20070228 MARK NOT FOUND   WARNKE
 MC0318
 MC0318                          STATION DESCRIPTION
 MC0318
 MC0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0318'AT MONROE.
 MC0318'AT MONROE, ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE
 MC0318'POST OFFICE BUILDING, THENCE 1.05 MILES WEST ALONG ELM STREET,
 MC0318'SET VERTICALLY IN THE SOUTH FACE OF THE EAST END OF THE U.S.
 MC0318'HIGHWAY 24 (TELEGRAPH ROAD) OVERPASS OVER ELM STREET, 11 1/2 FEET
 MC0318'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF ELM STREET,
 MC0318'1.1 FEET WEST OF THE EAST END OF THE ABUTMENT, 4.3 FEET ABOVE
 MC0318'THE LEVEL OF THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE STREET.
 MC0318
 MC0318                          STATION RECOVERY (2001)
 MC0318
 MC0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 MC0318'MARK NOT FOUND.
 MC0318
 MC0318                          STATION RECOVERY (2007)
 MC0318
 MC0318'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1251 ***********************************************************************
 RJ1251  DESIGNATION -  16 R C4W 110
 RJ1251  PID         -  RJ1251
 RJ1251  STATE/COUNTY-  MI/CHIPPEWA
 RJ1251  COUNTRY     -  US
 RJ1251  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1251
 RJ1251                         *CURRENT SURVEY CONTROL
 RJ1251  ______________________________________________________________________
 RJ1251* NAD 83(1994) POSITION- 46 24 40.67887(N) 084 13 58.79709(W)   ADJUSTED
 RJ1251* NAD 83(1994) ELLIP HT-   142.184 (meters)        (02/03/97)   ADJUSTED
 RJ1251* NAVD 88 ORTHO HEIGHT -   178.6   (meters)      586.    (feet) VERTCON3
 RJ1251  ______________________________________________________________________
 RJ1251  GEOID HEIGHT    -        -36.634 (meters)                     GEOID18
 RJ1251  NAD 83(1994) X  -    442,670.823 (meters)                     COMP
 RJ1251  NAD 83(1994) Y  - -4,383,120.608 (meters)                     COMP
 RJ1251  NAD 83(1994) Z  -  4,596,990.711 (meters)                     COMP
 RJ1251  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 RJ1251  HORZ ORDER      -  FIRST
 RJ1251  ELLP ORDER      -  FOURTH    CLASS I
 RJ1251
 RJ1251.The horizontal coordinates were established by GPS observations
 RJ1251.and adjusted by the National Geodetic Survey in February 1997.
 RJ1251
 RJ1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1251
 RJ1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1251.GEOID18 height accuracy estimate available here.
 RJ1251
 RJ1251.Click photographs - Photos may exist for this station.
 RJ1251
 RJ1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1251
 RJ1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1251
 RJ1251.The ellipsoidal height was determined by GPS observations
 RJ1251.and is referenced to NAD 83.
 RJ1251
 RJ1251. The following values were computed from the NAD 83(1994) position.
 RJ1251
 RJ1251;                    North         East     Units Scale Factor Converg.
 RJ1251;SPC MI N     -   184,651.493 8,212,683.950   MT  0.99990525   +1 59 59.9
 RJ1251;SPC MI N     -   605,811.98 26,944,501.15   iFT  0.99990525   +1 59 59.9
 RJ1251;UTM  16      - 5,143,468.085   712,658.231   MT  1.00015593   +2 00 17.7
 RJ1251
 RJ1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1251!SPC MI N     -   0.99997771  x   0.99990525  =   0.99988296
 RJ1251!UTM  16      -   0.99997771  x   1.00015593  =   1.00013364
 RJ1251
 RJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265843468(NAD 83)
 RJ1251
 RJ1251                          SUPERSEDED SURVEY CONTROL
 RJ1251
 RJ1251  NAD 83(1986)-  46 24 40.67065(N)    084 13 58.79538(W) AD(       ) 1
 RJ1251  NGVD 29 (05/22/90)  178.6    (m)  RAPSU86  model used  GPS OBS        
 RJ1251
 RJ1251.Superseded values are not recommended for survey control.
 RJ1251
 RJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1251.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1251
 RJ1251_MARKER: DS = TRIANGULATION STATION DISK
 RJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1251+STABILITY: SURFACE MOTION
 RJ1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1251+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1251
 RJ1251  HISTORY     - Date     Condition        Report By
 RJ1251  HISTORY     - 1987     MONUMENTED       NOS
 RJ1251  HISTORY     - 1988     GOOD             USACE
 RJ1251  HISTORY     - 20001010 GOOD             WOOLPT
 RJ1251
 RJ1251                          STATION DESCRIPTION
 RJ1251
 RJ1251'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1251'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST
 RJ1251'FROM THE FERRY LANDING TO SUGAR ISLAND ON THE ST MARYS RIVER
 RJ1251'SOUTHEAST FROM THE TOWN OF SAULT STE MARIE, MICHIGAN ON THE WESTERN
 RJ1251'SHORELINE OF SUGAR ISLAND.
 RJ1251'
 RJ1251'TO REACH THE STATION BY BOAT GO SOUTHEAST FROM THE FERRY LANDING
 RJ1251'TO SUGAR ISLAND FOR 6.0 NAUTICAL MILES TO THE WESTERN SIDE OF SUGAR
 RJ1251'ISLAND AND THE STATION UNDER A CORPS OF ENGINEERS TRIPOD.
 RJ1251'
 RJ1251'THE STATION IS A BRONZE DISK SET INTO CONCRETE FLUSH WITH THE
 RJ1251'EXISTING GROUND.  THE STATION IS LOCATED IN A RELATIVELY CLEAR AREA
 RJ1251'WITH HOMES NEARBY.
 RJ1251'
 RJ1251'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1251'
 RJ1251'DESCRIBED BY R DECROIX.
 RJ1251
 RJ1251                          STATION RECOVERY (1988)
 RJ1251
 RJ1251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1251'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHEAST OF SAULT STE
 RJ1251'MARIE, 34.9 KM (21.7 MI) NORTHEAST OF RUDYARD, 52.9 KM (32.9 MI)
 RJ1251'NORTH-NORTHWEST OF DETOUR VILLAGE, ON SUGAR ISLAND IN PART OF GOVT
 RJ1251'LOT 3, SEC 6, T46N-R2E.
 RJ1251'OWNERSHIP---QUENTIN A. AND SHIZUE CALVERT
 RJ1251'
 RJ1251'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1251'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1251'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1251'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1251'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1251'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1251'BOAT ACCESS AREA. TRAVEL BY BOAT UPRIVER FOR 15 MINUTES TO THE WEST
 RJ1251'SHORE OF SUGAR ISLAND WHERE THE STATION IS LOCATED.
 RJ1251'
 RJ1251'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---16R---, THAT
 RJ1251'APPEARS AS 16A, SET INTO A ROUND CONCRETE MONUMENT FLUSH WITH THE
 RJ1251'GROUND, LOCATED 32 METERS (105 FT) FROM WATER, 20.4 METERS (67 FT)
 RJ1251'FROM BEIGE CABIN.
 RJ1251'
 RJ1251'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1251
 RJ1251                          STATION RECOVERY (2000)
 RJ1251
 RJ1251'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ1251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1509 ***********************************************************************
 NF1509  DESIGNATION -  16 U 1
 NF1509  PID         -  NF1509
 NF1509  STATE/COUNTY-  MI/INGHAM
 NF1509  COUNTRY     -  US
 NF1509  USGS QUAD   -  AURELIUS (2017)
 NF1509
 NF1509                         *CURRENT SURVEY CONTROL
 NF1509  ______________________________________________________________________
 NF1509* NAD 83(1994) POSITION- 42 31 26.43072(N) 084 30 09.08740(W)   ADJUSTED
 NF1509* NAVD 88 ORTHO HEIGHT -   297.72  (+/-2cm)      976.8   (feet) VERTCON3
 NF1509  ______________________________________________________________________
 NF1509  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 NF1509  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 NF1509  HORZ ORDER      -  SECOND
 NF1509  VERT ORDER      -  THIRD ? (See Below)
 NF1509
 NF1509.The horizontal coordinates were established by classical geodetic methods
 NF1509.and adjusted by the National Geodetic Survey in February 1997.
 NF1509
 NF1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1509
 NF1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1509.GEOID18 height accuracy estimate available here.
 NF1509
 NF1509.The vertical order pertains to the NGVD 29 superseded value.
 NF1509
 NF1509.Click photographs - Photos may exist for this station.
 NF1509
 NF1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1509
 NF1509. The following values were computed from the NAD 83(1994) position.
 NF1509
 NF1509;                    North         East     Units Scale Factor Converg.
 NF1509;SPC MI S     -   113,753.227 3,988,837.736   MT  0.99992662   -0 05 32.8
 NF1509;SPC MI S     -   373,206.13 13,086,737.98   iFT  0.99992662   -0 05 32.8
 NF1509;UTM  16      - 4,710,981.797   705,135.115   MT  1.00011776   +1 41 19.1
 NF1509
 NF1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1509!SPC MI S     -   0.99995863  x   0.99992662  =   0.99988526
 NF1509!UTM  16      -   0.99995863  x   1.00011776  =   1.00007639
 NF1509
 NF1509:                Primary Azimuth Mark                     Grid Az
 NF1509:SPC MI S     -  DUDLEY                                   093 11 47.4
 NF1509:UTM  16      -  DUDLEY                                   091 24 55.5
 NF1509
 NF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0513510981(NAD 83)
 NF1509
 NF1509|---------------------------------------------------------------------|
 NF1509| PID    Reference Object                     Distance      Geod. Az  |
 NF1509|                                                           dddmmss.s |
 NF1509| NF1295 DUDLEY                              APPROX. 2.5 KM 0930614.6 |
 NF1509| NF1507 16 U 1 A PT                          30.827 METERS 29714     |
 NF1509| NF1508 PTS 15                               31.779 METERS 30638     |
 NF1509|---------------------------------------------------------------------|
 NF1509
 NF1509                          SUPERSEDED SURVEY CONTROL
 NF1509
 NF1509  NAD 83(1986)-  42 31 26.43037(N)    084 30 09.10743(W) AD(       ) 2
 NF1509  NAD 27      -  42 31 26.29761(N)    084 30 09.19450(W) AD(       ) 2
 NF1509  NGVD 29             297.81   (m)          977.1    (f) LEVELING    3  
 NF1509
 NF1509.Superseded values are not recommended for survey control.
 NF1509
 NF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1509.See file dsdata.pdf to determine how the superseded data were derived.
 NF1509
 NF1509_MARKER: DD = SURVEY DISK
 NF1509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF1509_STAMPING: 16U1
 NF1509_MARK LOGO: CGS+SS
 NF1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1509
 NF1509  HISTORY     - Date     Condition        Report By
 NF1509  HISTORY     - 1934     MONUMENTED       MIGS
 NF1509  HISTORY     - 1976     GOOD             NGS
 NF1509
 NF1509                          STATION DESCRIPTION
 NF1509
 NF1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NF1509'THE MARK IS LOCATED ABOUT 6.2 MI (9.9 KM) NORTHWEST OF LESLIE, 4.9 MI
 NF1509'(7.8 KM) SOUTHWEST OF MASON AND 1.0 MI (1.6 KM) EAST OF AURELIUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5063 ***********************************************************************
 AA5063  DESIGNATION -  16 WPM
 AA5063  PID         -  AA5063
 AA5063  STATE/COUNTY-  MI/LAKE
 AA5063  COUNTRY     -  US
 AA5063  USGS QUAD   -  REED CITY NORTH (2017)
 AA5063
 AA5063                         *CURRENT SURVEY CONTROL
 AA5063  ______________________________________________________________________
 AA5063* NAD 83(1986) POSITION- 43 53 15.     (N) 085 36 04.     (W)   SCALED
 AA5063* NAVD 88 ORTHO HEIGHT -   368.011 (meters)     1207.38  (feet) ADJUSTED
 AA5063  ______________________________________________________________________
 AA5063  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 AA5063  DYNAMIC HEIGHT  -        367.952 (meters)     1207.19  (feet) COMP
 AA5063  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 AA5063
 AA5063  VERT ORDER      -  FIRST     CLASS II
 AA5063
 AA5063.The horizontal coordinates were scaled from a map and have
 AA5063.an estimated accuracy of +/- 6 seconds.
 AA5063
 AA5063.The orthometric height was determined by differential leveling and
 AA5063.adjusted by the NATIONAL GEODETIC SURVEY
 AA5063.in January 2002.
 AA5063
 AA5063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5063.GEOID18 height accuracy estimate available here.
 AA5063
 AA5063.Click photographs - Photos may exist for this station.
 AA5063
 AA5063.The dynamic height is computed by dividing the NAVD 88
 AA5063.geopotential number by the normal gravity value computed on the
 AA5063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5063.degrees latitude (g = 980.6199 gals.).
 AA5063
 AA5063.The modeled gravity was interpolated from observed gravity values.
 AA5063
 AA5063;                    North         East    Units  Estimated Accuracy
 AA5063;SPC MI C     -    64,190.    5,900,800.      MT  (+/- 180 meters Scaled)
 AA5063
 AA5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP123603(NAD 83)
 AA5063
 AA5063                          SUPERSEDED SURVEY CONTROL
 AA5063
 AA5063.No superseded survey control is available for this station.
 AA5063
 AA5063_MARKER: DB = BENCH MARK DISK
 AA5063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5063_STAMPING: 16 WPM 1956 1207
 AA5063_MARK LOGO: USGS
 AA5063_PROJECTION: FLUSH
 AA5063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5063+STABILITY: SURFACE MOTION
 AA5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5063+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 AA5063
 AA5063  HISTORY     - Date     Condition        Report By
 AA5063  HISTORY     - 1956     MONUMENTED       USGS
 AA5063  HISTORY     - 19921110 GOOD             NGS
 AA5063  HISTORY     - 20031010 GOOD             USPSQD
 AA5063  HISTORY     - 20100818 GOOD             MIDT
 AA5063
 AA5063                          STATION DESCRIPTION
 AA5063
 AA5063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5063'5.9 M (19.4 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5063'U.S. HIGHWAY 131 IN REED CITY, 87.8 M (288.1 FT) EAST OF THE CENTER OF
 AA5063'HAWKINS ROAD, 27.9 M (91.5 FT) EAST OF A RIGHT-OF-WAY MARKER, 22.4 M
 AA5063'(73.5 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 21.6 M (70.9
 AA5063'FT) WEST OF THE CENTER OF A DRIVEWAY, 3.5 M (11.5 FT) WEST OF A
 AA5063'BOUNDARY MONUMENT, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA5063
 AA5063                          STATION RECOVERY (2003)
 AA5063
 AA5063'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5063'DESCRIPTION IS LISTED AS 5.9 M (19.4 FT)WESTERLY ALONG U.S. HIGHWAY 10
 AA5063'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5063'DESCRIPTION WRONG, SHOULD BE 5.9 MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5063'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
 AA5063
 AA5063                          STATION RECOVERY (2010)
 AA5063
 AA5063'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 AA5063'RECOVERY NOTE DESCRIPTION SHOULD READ, TO REACH FROM THE JUNCTION OF
 AA5063'OLD U.S. HIGHWAY 131(BUSINESS LOOP U.S. 10) AND U.S. HIGHWAY 10 ON THE
 AA5063'NORTH SIDE OF REED CITY, GO WESWTERLY FOR 4.57 MILES ALONG U.S.
 AA5063'HIGHWAY 10 TO MARK ON RIGHT.  REMAINING ORIGINAL WITNESS DESCRIPTION
 AA5063'CORRECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6831 ***********************************************************************
 AA6831  HT_MOD      -  This is a Height Modernization Survey Station.
 AA6831  DESIGNATION -  160 80
 AA6831  PID         -  AA6831
 AA6831  STATE/COUNTY-  MI/WAYNE
 AA6831  COUNTRY     -  US
 AA6831  USGS QUAD   -  DEARBORN (2017)
 AA6831
 AA6831                         *CURRENT SURVEY CONTROL
 AA6831  ______________________________________________________________________
 AA6831* NAD 83(2011) POSITION- 42 19 44.24626(N) 083 14 05.75852(W)   ADJUSTED
 AA6831* NAD 83(2011) ELLIP HT-   154.747 (meters)        (06/27/12)   ADJUSTED
 AA6831* NAD 83(2011) EPOCH   -  2010.00
 AA6831* NAVD 88 ORTHO HEIGHT -   189.11  (meters)      620.4   (feet) GPS OBS
 AA6831  ______________________________________________________________________
 AA6831  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA6831  GEOID HEIGHT    -        -34.313 (meters)                     GEOID03
 AA6831  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 AA6831  NAD 83(2011) X  -    556,313.729 (meters)                     COMP
 AA6831  NAD 83(2011) Y  - -4,689,704.972 (meters)                     COMP
 AA6831  NAD 83(2011) Z  -  4,272,791.783 (meters)                     COMP
 AA6831  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 AA6831
 AA6831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6831  Standards:
 AA6831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6831  -------------------------------------------------------------------
 AA6831  NETWORK    0.20   0.31           0.09   0.07   0.16     -0.08012558
 AA6831  -------------------------------------------------------------------
 AA6831  Click here for local accuracies and other accuracy information.
 AA6831
 AA6831.The horizontal coordinates were established by GPS observations
 AA6831.and adjusted by the National Geodetic Survey in June 2012.
 AA6831
 AA6831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6831.been affixed to the stable North American tectonic plate. See 
 AA6831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6831
 AA6831.The horizontal coordinates are valid at the epoch date displayed above
 AA6831.which is a decimal equivalence of Year/Month/Day.
 AA6831
 AA6831.The orthometric height was determined by GPS observations and a
 AA6831.high-resolution geoid model using precise GPS observation and
 AA6831.processing techniques.
 AA6831
 AA6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6831.GEOID18 height accuracy estimate available here.
 AA6831
 AA6831.Click photographs - Photos may exist for this station.
 AA6831
 AA6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6831
 AA6831.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6831
 AA6831.The ellipsoidal height was determined by GPS observations
 AA6831.and is referenced to NAD 83.
 AA6831
 AA6831. The following values were computed from the NAD 83(2011) position.
 AA6831
 AA6831;                    North         East     Units Scale Factor Converg.
 AA6831;SPC MI S     -    92,705.847 4,093,273.393   MT  0.99995366   +0 46 12.6
 AA6831;SPC MI S     -   304,153.04 13,429,374.65   iFT  0.99995366   +0 46 12.6
 AA6831;UTM  17      - 4,688,720.050   315,860.099   MT  1.00001721   -1 30 19.4
 AA6831
 AA6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6831!SPC MI S     -   0.99997573  x   0.99995366  =   0.99992939
 AA6831!UTM  17      -   0.99997573  x   1.00001721  =   0.99999294
 AA6831
 AA6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1586088720(NAD 83)
 AA6831
 AA6831                          SUPERSEDED SURVEY CONTROL
 AA6831
 AA6831  ELLIP H (06/10/07)  154.757  (m)                       GP(       ) 4 1
 AA6831  NAD 83(2007)-  42 19 44.24643(N)    083 14 05.75916(W) AD(2002.00) 0
 AA6831  ELLIP H (02/10/07)  154.745  (m)                       GP(2002.00)    
 AA6831  ELLIP H (07/12/02)  154.782  (m)                       GP(       ) 4 1
 AA6831  NAD 83(1994)-  42 19 44.24635(N)    083 14 05.75880(W) AD(       ) 1
 AA6831  ELLIP H (02/03/97)  154.826  (m)                       GP(       ) 4 1
 AA6831  NAD 83(1986)-  42 19 44.25166(N)    083 14 05.78845(W) AD(       ) 1
 AA6831  NAVD 88 (07/20/95)  189.1    (m)  GEOID93  model used  GPS OBS        
 AA6831
 AA6831.Superseded values are not recommended for survey control.
 AA6831
 AA6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6831.See file dsdata.pdf to determine how the superseded data were derived.
 AA6831
 AA6831_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6831_STAMPING: 160-80 1960
 AA6831_MARK LOGO: MI-163
 AA6831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6831+STABILITY: SURFACE MOTION
 AA6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6831+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AA6831
 AA6831  HISTORY     - Date     Condition        Report By
 AA6831  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6831  HISTORY     - 20030109 GOOD             INDIV
 AA6831  HISTORY     - 20060508 GOOD             MIDT
 AA6831  HISTORY     - 20110920 POOR             GEOCAC
 AA6831
 AA6831                          STATION DESCRIPTION
 AA6831
 AA6831'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6831'STATION IS LOCATED IN DEARBORN, MICHIGAN ON EVERGREEN ROAD AT THE
 AA6831'BRIDGE OVER M-153 (FORD EXPRESSWAY)TO REACH FROM THE INTERSECTION OF
 AA6831'M-153 (FORD ROAD) AND EVERGREEN ROAD PROCEED TO THE NORTHWEST CORNER
 AA6831'OF THE BRIDGE OVER M-153 AND THE STATION IN THE NORTHWEST END OF THE
 AA6831'BRIDGE. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6831'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE CONCRETE
 AA6831'SIDEWALK.  THE MONUMENT IS 2.0 FEETSOUTH OF THE NORTH END OF THE
 AA6831'BRIDGE,  THE WEST CURB OF SOUTHBOUND EVERGREEN ROAD IS N 90 E, 6.0
 AA6831'FEET.
 AA6831
 AA6831                          STATION RECOVERY (2003)
 AA6831
 AA6831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AA6831'RECOVERED IN GOOD CONDITION.
 AA6831
 AA6831                          STATION RECOVERY (2006)
 AA6831
 AA6831'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6831'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, 1.71 METERS (5.6
 AA6831'FEET) EAST OF A CONCRETE GUARDRAIL.
 AA6831
 AA6831                          STATION RECOVERY (2011)
 AA6831
 AA6831'RECOVERY NOTE BY GEOCACHING 2011 (DJP)
 AA6831'THE DATASHEET DESCRIPTION INDICATED A LOCATION ON THE EVERGREEN ROAD
 AA6831'BRIDGE OVER FORD ROAD.  THE BRIDGE WAS RECONSTRUCTED IN ABOUT 2009. A
 AA6831'PLAQUE ON THE NORTHEND OF THE SOUTHBOUND SIDE HAS A DATE OF 2009 ON
 AA6831'IT. THE SIDEWALK IS NEW WITH NO BENCHMARK TO BE FOUND. I ASSUME IT WAS
 AA6831'DESTROYED IN THE BRIDGE RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5405 ***********************************************************************
 AA5405  DESIGNATION -  16062
 AA5405  PID         -  AA5405
 AA5405  STATE/COUNTY-  MI/OAKLAND
 AA5405  COUNTRY     -  US
 AA5405  USGS QUAD   -  KENT LAKE (2017)
 AA5405
 AA5405                         *CURRENT SURVEY CONTROL
 AA5405  ______________________________________________________________________
 AA5405* NAD 83(2011) POSITION- 42 36 25.42935(N) 083 39 37.75583(W)   ADJUSTED
 AA5405* NAD 83(2011) ELLIP HT-   275.442 (meters)        (06/27/12)   ADJUSTED
 AA5405* NAD 83(2011) EPOCH   -  2010.00
 AA5405* NAVD 88 ORTHO HEIGHT -   308.952 (meters)     1013.62  (feet) ADJUSTED
 AA5405  ______________________________________________________________________
 AA5405  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 AA5405  NAD 83(2011) X  -    519,173.315 (meters)                     COMP
 AA5405  NAD 83(2011) Y  - -4,673,064.759 (meters)                     COMP
 AA5405  NAD 83(2011) Z  -  4,295,662.174 (meters)                     COMP
 AA5405  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 AA5405  DYNAMIC HEIGHT  -        308.865 (meters)     1013.33  (feet) COMP
 AA5405  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 AA5405
 AA5405  VERT ORDER      -  SECOND    CLASS I
 AA5405
 AA5405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5405  Standards:
 AA5405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5405  -------------------------------------------------------------------
 AA5405  NETWORK    0.31   0.45           0.14   0.11   0.23     -0.13428026
 AA5405  -------------------------------------------------------------------
 AA5405  Click here for local accuracies and other accuracy information.
 AA5405
 AA5405.The horizontal coordinates were established by GPS observations
 AA5405.and adjusted by the National Geodetic Survey in June 2012.
 AA5405
 AA5405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5405.been affixed to the stable North American tectonic plate. See 
 AA5405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5405
 AA5405.The horizontal coordinates are valid at the epoch date displayed above
 AA5405.which is a decimal equivalence of Year/Month/Day.
 AA5405
 AA5405.The orthometric height was determined by differential leveling and
 AA5405.adjusted by the NATIONAL GEODETIC SURVEY
 AA5405.in July 2007.
 AA5405
 AA5405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5405.GEOID18 height accuracy estimate available here.
 AA5405
 AA5405.Click photographs - Photos may exist for this station.
 AA5405
 AA5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5405
 AA5405.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5405
 AA5405.The ellipsoidal height was determined by GPS observations
 AA5405.and is referenced to NAD 83.
 AA5405
 AA5405.The dynamic height is computed by dividing the NAVD 88
 AA5405.geopotential number by the normal gravity value computed on the
 AA5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5405.degrees latitude (g = 980.6199 gals.).
 AA5405
 AA5405.The modeled gravity was interpolated from observed gravity values.
 AA5405
 AA5405. The following values were computed from the NAD 83(2011) position.
 AA5405
 AA5405;                    North         East     Units Scale Factor Converg.
 AA5405;SPC MI S     -   123,212.632 4,057,942.682   MT  0.99991858   +0 28 50.1
 AA5405;SPC MI S     -   404,240.92 13,313,460.24   iFT  0.99991858   +0 28 50.1
 AA5405;UTM  17      - 4,720,612.740   281,764.662   MT  1.00018600   -1 48 06.4
 AA5405
 AA5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5405!SPC MI S     -   0.99995680  x   0.99991858  =   0.99987539
 AA5405!UTM  17      -   0.99995680  x   1.00018600  =   1.00014280
 AA5405
 AA5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8176420612(NAD 83)
 AA5405
 AA5405                          SUPERSEDED SURVEY CONTROL
 AA5405
 AA5405  NAD 83(2007)-  42 36 25.42923(N)    083 39 37.75648(W) AD(2002.00) 1
 AA5405  ELLIP H (06/10/07)  275.454  (m)                       GP(2002.00) 4 1
 AA5405  NAD 83(2007)-  42 36 25.42972(N)    083 39 37.75576(W) AD(2002.00) 0
 AA5405  ELLIP H (02/10/07)  275.402  (m)                       GP(2002.00)    
 AA5405  ELLIP H (07/12/02)  275.421  (m)                       GP(       ) 4 1
 AA5405  NAD 83(1994)-  42 36 25.42955(N)    083 39 37.75553(W) AD(       ) 1
 AA5405  ELLIP H (02/03/97)  275.463  (m)                       GP(       ) 4 1
 AA5405  NAD 83(1986)-  42 36 25.43339(N)    083 39 37.78466(W) AD(       ) 1
 AA5405  NAVD 88             308.95   (m)         1013.6    (f) LEVELING    3  
 AA5405  NAVD 88 (04/30/95)  308.9    (m)  GEOID93  model used  GPS OBS        
 AA5405
 AA5405.Superseded values are not recommended for survey control.
 AA5405
 AA5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5405.See file dsdata.pdf to determine how the superseded data were derived.
 AA5405
 AA5405_MARKER: DD = SURVEY DISK
 AA5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5405_STAMPING: 16062
 AA5405_MARK LOGO: MI-125
 AA5405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5405+STABILITY: SURFACE MOTION
 AA5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5405+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 AA5405
 AA5405  HISTORY     - Date     Condition        Report By
 AA5405  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5405  HISTORY     - 20010315 GOOD             INDIV
 AA5405  HISTORY     - 20020601 GOOD             INDIV
 AA5405  HISTORY     - 20060113 GOOD             INDIV
 AA5405  HISTORY     - 20060509 GOOD             MIDT
 AA5405  HISTORY     - 20160913 GOOD             C2AE
 AA5405
 AA5405                          STATION DESCRIPTION
 AA5405
 AA5405'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5405'INTERSTATE 96 TO EXIT 153 (KENT LAKE ROAD EXIT), THENCE NORTH 2.8
 AA5405'MILES (4.5 KM) ALONG HURON RIVER PARKWAY TO BUNO ROAD, THENCE WEST
 AA5405'ALONG BUNO ROAD 1.6 MILES (2.6 KM) TO HICKORY RIDGE TRAIL, THENCE
 AA5405'NORTH 4.1 MILES (6.6 KM) ALONG HICKORY RIDGE TRAIL TO THE MONUMENT ON
 AA5405'THE WEST SIDE OF HICKORY RIDGE TRAIL.  THE MONUMENT IS AT THE
 AA5405'NORTHEAST YARD OF HOUSE 1907, 106.1 FEET (32.3 M) EAST OF CORNER OF
 AA5405'BRICK HOUSE 1907, 39 FEET (11.9 M) WEST OF CENTERLINE OF HICKORY RIDGE
 AA5405'TRAIL, 26.5 FEET (8.1 M) SOUTH SOUTHWEST OF A POWER POLE, 97 FEET
 AA5405'(29.6 M) WEST NORTHWEST OF POWER POLE, 26.5 FEET (8.1 M) SOUTH OF
 AA5405'CENTERLINE OF HONEYWELL LAKE ROAD, AND 3 FEET (0.9 M) HIGHER THAN
 AA5405'HICKORY RIDGE TRAIL.
 AA5405
 AA5405                          STATION RECOVERY (2001)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JCK)
 AA5405'RECOVERED IN GOOD CONDITION.
 AA5405
 AA5405                          STATION RECOVERY (2002)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5405'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5405'FOUND THIS CORNER TO BE GOOD.
 AA5405
 AA5405                          STATION RECOVERY (2006)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5405'RECOVERED IN GOOD CONDITION.
 AA5405
 AA5405                          STATION RECOVERY (2006)
 AA5405
 AA5405'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5405'RECOVERED AS DESCRIBED.
 AA5405
 AA5405                          STATION RECOVERY (2016)
 AA5405
 AA5405'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 AA5405'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0022 ***********************************************************************
 RJ0022  DESIGNATION -  1627
 RJ0022  PID         -  RJ0022
 RJ0022  STATE/COUNTY-  MI/CHIPPEWA
 RJ0022  COUNTRY     -  US
 RJ0022  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0022
 RJ0022                         *CURRENT SURVEY CONTROL
 RJ0022  ______________________________________________________________________
 RJ0022* NAD 83(1986) POSITION- 46 30 48.00   (N) 084 21 03.72   (W)   HD_HELD1
 RJ0022* NAVD 88 ORTHO HEIGHT -   184.720 (meters)      606.04  (feet) ADJUSTED
 RJ0022  ______________________________________________________________________
 RJ0022  GEOID HEIGHT    -        -36.643 (meters)                     GEOID18
 RJ0022  DYNAMIC HEIGHT  -        184.731 (meters)      606.07  (feet) COMP
 RJ0022  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 RJ0022
 RJ0022  VERT ORDER      -  FIRST     CLASS 0
 RJ0022
 RJ0022.The horizontal coordinates were determined by differentially corrected
 RJ0022.hand held GPS observations or other comparable positioning techniques
 RJ0022.and have an estimated accuracy of +/- 3 meters.
 RJ0022
 RJ0022.The orthometric height was determined by differential leveling and
 RJ0022.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0022.in June 1991.
 RJ0022
 RJ0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0022.GEOID18 height accuracy estimate available here.
 RJ0022
 RJ0022.Click photographs - Photos may exist for this station.
 RJ0022
 RJ0022.The dynamic height is computed by dividing the NAVD 88
 RJ0022.geopotential number by the normal gravity value computed on the
 RJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0022.degrees latitude (g = 980.6199 gals.).
 RJ0022
 RJ0022.The modeled gravity was interpolated from observed gravity values.
 RJ0022
 RJ0022;                    North         East    Units  Estimated Accuracy
 RJ0022;SPC MI N     -   195,676.3   8,203,235.9     MT  (+/- 3 meters HH1 GPS) 
 RJ0022
 RJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0320654494(NAD 83)
 RJ0022
 RJ0022                          SUPERSEDED SURVEY CONTROL
 RJ0022
 RJ0022.No superseded survey control is available for this station.
 RJ0022
 RJ0022_MARKER: DB = BENCH MARK DISK
 RJ0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0022_SP_SET: PIER
 RJ0022_STAMPING: 1627
 RJ0022_MARK LOGO: GSC
 RJ0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0022
 RJ0022  HISTORY     - Date     Condition        Report By
 RJ0022  HISTORY     - UNK      MONUMENTED       GSC
 RJ0022  HISTORY     - 1972     GOOD             USLS
 RJ0022  HISTORY     - 1983     GOOD             NGS
 RJ0022
 RJ0022                          STATION DESCRIPTION
 RJ0022
 RJ0022'DESCRIBED BY US LAKE SURVEY 1972
 RJ0022'AT SAULT STE MARIE.
 RJ0022'FUNDAMENTAL BENCH MARK, ON CANAL RESERVE, 122 FEET NORTH OF NORTH
 RJ0022'SIDE OF CANADIAN SHIP CANAL, 317 FEET WEST OF EAST LOCK GATE AND 15
 RJ0022'FEET NORTHWEST OF NORTHWEST CORNER OF CANAL OFFICE.  TABLET IN
 RJ0022'TOP OF PIER.
 RJ0022
 RJ0022                          STATION RECOVERY (1983)
 RJ0022
 RJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0022'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE SAULT
 RJ0022'STE. MARIE CANADIAN LOCK, ON CANAL RESERVE, AT THE NORTHWEST CORNER OF
 RJ0022'THE CANAL MAIN OFFICE BUILDING, 37.2 METERS (122.0 FT) NORTH OF NORTH
 RJ0022'SIDE OF CANADIAN SHIP CANAL, 96.6 METERS (317.0 FT) WEST OF EAST LOCK
 RJ0022'GATE OF CANAL, 4.6 METERS (15.0 FT) NORTHWEST OF NORTHWEST CORNER OF
 RJ0022'CANAL OFFICE BUILDING.
 RJ0022'THE MARK IS 0.55 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0365 ***********************************************************************
 NE0365  DESIGNATION -  17
 NE0365  PID         -  NE0365
 NE0365  STATE/COUNTY-  MI/OAKLAND
 NE0365  COUNTRY     -  US
 NE0365  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0365
 NE0365                         *CURRENT SURVEY CONTROL
 NE0365  ______________________________________________________________________
 NE0365* NAD 83(1986) POSITION- 42 37 48.     (N) 083 17 47.     (W)   SCALED
 NE0365* NAVD 88 ORTHO HEIGHT -   281.657 (meters)      924.07  (feet) ADJUSTED
 NE0365  ______________________________________________________________________
 NE0365  GEOID HEIGHT    -        -34.228 (meters)                     GEOID18
 NE0365  DYNAMIC HEIGHT  -        281.573 (meters)      923.79  (feet) COMP
 NE0365  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 NE0365
 NE0365  VERT ORDER      -  SECOND    CLASS 0
 NE0365
 NE0365.The horizontal coordinates were scaled from a map and have
 NE0365.an estimated accuracy of +/- 6 seconds.
 NE0365
 NE0365.The orthometric height was determined by differential leveling and
 NE0365.adjusted by the NATIONAL GEODETIC SURVEY
 NE0365.in June 1991.
 NE0365
 NE0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0365.GEOID18 height accuracy estimate available here.
 NE0365
 NE0365.Click photographs - Photos may exist for this station.
 NE0365
 NE0365.The dynamic height is computed by dividing the NAVD 88
 NE0365.geopotential number by the normal gravity value computed on the
 NE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0365.degrees latitude (g = 980.6199 gals.).
 NE0365
 NE0365.The modeled gravity was interpolated from observed gravity values.
 NE0365
 NE0365;                    North         East    Units  Estimated Accuracy
 NE0365;SPC MI S     -   126,080.    4,087,780.      MT  (+/- 180 meters Scaled)
 NE0365
 NE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH117222(NAD 83)
 NE0365
 NE0365                          SUPERSEDED SURVEY CONTROL
 NE0365
 NE0365  NGVD 29 (??/??/92)  281.778  (m)          924.47   (f) ADJ UNCH    2 0
 NE0365
 NE0365.Superseded values are not recommended for survey control.
 NE0365
 NE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0365.See file dsdata.pdf to determine how the superseded data were derived.
 NE0365
 NE0365_MARKER: DD = SURVEY DISK
 NE0365_SETTING: 0 = UNSPECIFIED SETTING
 NE0365_STAMPING: 17
 NE0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0365
 NE0365  HISTORY     - Date     Condition        Report By
 NE0365  HISTORY     - UNK      MONUMENTED       MI4020
 NE0365  HISTORY     - 1934     GOOD             CGS
 NE0365  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 NE0365  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE0365
 NE0365                          STATION DESCRIPTION
 NE0365
 NE0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0365'AT PONTIAC.
 NE0365'AT PONTIAC, OAKLAND COUNTY, 17 YARDS WEST OF THE INTERSECTION
 NE0365'OF THE NORTH RAIL OF THE MICHIGAN AIRLINE RAILROAD AND THE
 NE0365'CENTERLINE OF A STREET, 17.9 FEET NORTHEAST OF THE SOUTHEAST
 NE0365'CORNER OF THE W.L. SLY COAL COMPANY OFFICE, 8.2 FEET SOUTHEAST
 NE0365'OF A 12-INCH ROCK MAPLE TREE, AND ABOUT 1 INCH ABOVE THE PAVEMENT.
 NE0365'A CITY OF PONTIAC STANDARD DISK, STAMPED 17.
 NE0365
 NE0365                          STATION RECOVERY (1997)
 NE0365
 NE0365'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0365'MARK NOT FOUND.
 NE0365
 NE0365                          STATION RECOVERY (2004)
 NE0365
 NE0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0365'SLY COAL COMPANY BUILDING NO LONGER EXISTS. WAS LOCATED AT 154 BAGLEY.
 NE0365'RAILROAD TRACKS REMOVED. COULD NOT FIND MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0293 ***********************************************************************
 NF0293  DESIGNATION -  17
 NF0293  PID         -  NF0293
 NF0293  STATE/COUNTY-  MI/INGHAM
 NF0293  COUNTRY     -  US
 NF0293  USGS QUAD   -  LANSING SOUTH (2017)
 NF0293
 NF0293                         *CURRENT SURVEY CONTROL
 NF0293  ______________________________________________________________________
 NF0293* NAD 83(1986) POSITION- 42 43 59.     (N) 084 30 36.     (W)   SCALED
 NF0293* NAVD 88 ORTHO HEIGHT -   262.31  (+/-2cm)      860.6   (feet) VERTCON3
 NF0293  ______________________________________________________________________
 NF0293  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 NF0293  VERT ORDER      -  ? (See Below)
 NF0293
 NF0293.The horizontal coordinates were scaled from a map and have
 NF0293.an estimated accuracy of +/- 6 seconds.
 NF0293
 NF0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0293
 NF0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0293.GEOID18 height accuracy estimate available here.
 NF0293
 NF0293.The vertical order pertains to the NGVD 29 superseded value.
 NF0293
 NF0293.Click photographs - Photos may exist for this station.
 NF0293
 NF0293;                    North         East    Units  Estimated Accuracy
 NF0293;SPC MI S     -   136,970.    3,988,260.      MT  (+/- 180 meters Scaled)
 NF0293
 NF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN038341(NAD 83)
 NF0293
 NF0293                          SUPERSEDED SURVEY CONTROL
 NF0293
 NF0293  NGVD 29 (??/??/92)  262.442  (m)          861.03   (f) ADJ UNCH       
 NF0293
 NF0293.Superseded values are not recommended for survey control.
 NF0293
 NF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0293.See file dsdata.pdf to determine how the superseded data were derived.
 NF0293
 NF0293_MARKER: B = BOLT
 NF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0293+STABILITY: SURFACE MOTION
 NF0293
 NF0293  HISTORY     - Date     Condition        Report By
 NF0293  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0293  HISTORY     - 1932     GOOD             MISCOL
 NF0293
 NF0293                          STATION DESCRIPTION
 NF0293
 NF0293'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0293'AT EAST LANSING.
 NF0293'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0293'CAMPUS, AT THE INTERSECTION OF MAIN DRIVE AND SENIOR HOUSE DRIVE,
 NF0293'129 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SENIOR HOUSE,
 NF0293'AND 30 FEET NORTH OF A FENCE.  A BOLT, SET IN THE TOP OF A
 NF0293'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0195 ***********************************************************************
 RJ0195  DESIGNATION -  17
 RJ0195  PID         -  RJ0195
 RJ0195  STATE/COUNTY-  MI/CHIPPEWA
 RJ0195  COUNTRY     -  US
 RJ0195  USGS QUAD   -  OAK RIDGE (2017)
 RJ0195
 RJ0195                         *CURRENT SURVEY CONTROL
 RJ0195  ______________________________________________________________________
 RJ0195* NAD 83(1986) POSITION- 46 15 34.     (N) 084 08 04.     (W)   SCALED
 RJ0195* NAVD 88 ORTHO HEIGHT -   186.566 (meters)      612.09  (feet) ADJUSTED
 RJ0195  ______________________________________________________________________
 RJ0195  GEOID HEIGHT    -        -36.546 (meters)                     GEOID18
 RJ0195  DYNAMIC HEIGHT  -        186.575 (meters)      612.12  (feet) COMP
 RJ0195  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 RJ0195
 RJ0195  VERT ORDER      -  FIRST     CLASS I
 RJ0195
 RJ0195.The horizontal coordinates were scaled from a map and have
 RJ0195.an estimated accuracy of +/- 6 seconds.
 RJ0195
 RJ0195.The orthometric height was determined by differential leveling and
 RJ0195.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0195.in June 1991.
 RJ0195
 RJ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0195.GEOID18 height accuracy estimate available here.
 RJ0195
 RJ0195.Click photographs - Photos may exist for this station.
 RJ0195
 RJ0195.The dynamic height is computed by dividing the NAVD 88
 RJ0195.geopotential number by the normal gravity value computed on the
 RJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0195.degrees latitude (g = 980.6199 gals.).
 RJ0195
 RJ0195.The modeled gravity was interpolated from observed gravity values.
 RJ0195
 RJ0195;                    North         East    Units  Estimated Accuracy
 RJ0195;SPC MI N     -   168,050.    8,220,870.      MT  (+/- 180 meters Scaled)
 RJ0195
 RJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS208268(NAD 83)
 RJ0195
 RJ0195                          SUPERSEDED SURVEY CONTROL
 RJ0195
 RJ0195.No superseded survey control is available for this station.
 RJ0195
 RJ0195_MARKER: B = BOLT
 RJ0195_SETTING: 80 = SET IN A BOULDER
 RJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0195+STABILITY: SURFACE MOTION
 RJ0195
 RJ0195  HISTORY     - Date     Condition        Report By
 RJ0195  HISTORY     - 1969     MONUMENTED       NONE
 RJ0195  HISTORY     - 1969     GOOD             USLS
 RJ0195
 RJ0195                          STATION DESCRIPTION
 RJ0195
 RJ0195'DESCRIBED BY US LAKE SURVEY 1969
 RJ0195'AT NEEBISH ISLAND.
 RJ0195'17 IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 4.2
 RJ0195'SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, 1.1 MILES SOUTH OF
 RJ0195'INTERSECTION OF CUMMINGS ROAD AND 16 MILE ROAD, 64 FEET SOUTH OF
 RJ0195'CENTERLINE OF 17 MILE ROAD, 20 FEET EAST OF CENTERLINE OF CUMMING
 RJ0195'ROAD, 2 FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF
 RJ0195'A 3/8 INCH DIAMETER BOLT SET INTO A 5 X 7 FOOT BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6811 ***********************************************************************
 AA6811  DESIGNATION -  17 2
 AA6811  PID         -  AA6811
 AA6811  STATE/COUNTY-  MI/WAYNE
 AA6811  COUNTRY     -  US
 AA6811  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6811
 AA6811                         *CURRENT SURVEY CONTROL
 AA6811  ______________________________________________________________________
 AA6811* NAD 83(2011) POSITION- 42 07 49.06274(N) 083 19 26.60391(W)   ADJUSTED
 AA6811* NAD 83(2011) ELLIP HT-   152.417 (meters)        (06/27/12)   ADJUSTED
 AA6811* NAD 83(2011) EPOCH   -  2010.00
 AA6811* NAVD 88 ORTHO HEIGHT -   187.1   (meters)      614.    (feet) GPS OBS
 AA6811  ______________________________________________________________________
 AA6811  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6811  GEOID HEIGHT    -         -34.62 (meters)                     GEOID93
 AA6811  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 AA6811  NAD 83(2011) X  -    550,742.242 (meters)                     COMP
 AA6811  NAD 83(2011) Y  - -4,705,293.984 (meters)                     COMP
 AA6811  NAD 83(2011) Z  -  4,256,450.209 (meters)                     COMP
 AA6811  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 AA6811
 AA6811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6811  Standards:
 AA6811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6811  -------------------------------------------------------------------
 AA6811  NETWORK    0.73   0.78           0.34   0.24   0.40      0.08496830
 AA6811  -------------------------------------------------------------------
 AA6811  Click here for local accuracies and other accuracy information.
 AA6811
 AA6811.The horizontal coordinates were established by GPS observations
 AA6811.and adjusted by the National Geodetic Survey in June 2012.
 AA6811
 AA6811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6811.been affixed to the stable North American tectonic plate. See 
 AA6811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6811
 AA6811.The horizontal coordinates are valid at the epoch date displayed above
 AA6811.which is a decimal equivalence of Year/Month/Day.
 AA6811
 AA6811.The orthometric height was determined by GPS observations and a
 AA6811.high-resolution geoid model.
 AA6811
 AA6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6811.GEOID18 height accuracy estimate available here.
 AA6811
 AA6811.Click photographs - Photos may exist for this station.
 AA6811
 AA6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6811
 AA6811.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6811
 AA6811.The ellipsoidal height was determined by GPS observations
 AA6811.and is referenced to NAD 83.
 AA6811
 AA6811. The following values were computed from the NAD 83(2011) position.
 AA6811
 AA6811;                    North         East     Units Scale Factor Converg.
 AA6811;SPC MI S     -    70,546.365 4,086,201.783   MT  0.99999296   +0 42 34.3
 AA6811;SPC MI S     -   231,451.33 13,406,173.83   iFT  0.99999296   +0 42 34.3
 AA6811;UTM  17      - 4,666,856.997   307,914.939   MT  1.00005402   -1 33 34.2
 AA6811
 AA6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6811!SPC MI S     -   0.99997610  x   0.99999296  =   0.99996906
 AA6811!UTM  17      -   0.99997610  x   1.00005402  =   1.00003011
 AA6811
 AA6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0791466856(NAD 83)
 AA6811
 AA6811                          SUPERSEDED SURVEY CONTROL
 AA6811
 AA6811  NAD 83(2007)-  42 07 49.06368(N)    083 19 26.60440(W) AD(2002.00) 0
 AA6811  ELLIP H (02/10/07)  152.412  (m)                       GP(2002.00)    
 AA6811  ELLIP H (07/12/02)  152.473  (m)                       GP(       ) 4 1
 AA6811  NAD 83(1994)-  42 07 49.06311(N)    083 19 26.60392(W) AD(       ) 1
 AA6811  ELLIP H (02/03/97)  152.511  (m)                       GP(       ) 4 1
 AA6811  NAD 83(1986)-  42 07 49.07069(N)    083 19 26.63283(W) AD(       ) 1
 AA6811
 AA6811.Superseded values are not recommended for survey control.
 AA6811
 AA6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6811.See file dsdata.pdf to determine how the superseded data were derived.
 AA6811
 AA6811_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6811_STAMPING: 17-2 1994
 AA6811_MARK LOGO: MI-163
 AA6811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6811+STABILITY: SURFACE MOTION
 AA6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6811+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6811
 AA6811  HISTORY     - Date     Condition        Report By
 AA6811  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6811
 AA6811                          STATION DESCRIPTION
 AA6811
 AA6811'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6811'STATION IS LOCATED APPROXIMATELY 4.5 MILESSOUTH OF DETROIT METRO
 AA6811'AIRPORT ON MIDDLEBELT ROAD AT GRIX ROAD. TO REACH FROM THE
 AA6811'INTERSECTION OF INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST
 AA6811'ON WEST ROAD FOR 4.25 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 0.5
 AA6811'MILESON MIDDLEBELT TO GRIX ROAD AND THE STATION ON THE RIGHT ON LINE
 AA6811'WITH THE SOUTH EDGE OF GRIX ROAD EXTENDED. THE STATION IS A BRASS
 AA6811''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6811'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF MIDDLEBELT IS N 90
 AA6811'E, 34.73 FEET, CENTERLINE OF MANHOLE IS S 40 W, 18.35 FEET,  A FENCE
 AA6811'POST IS S 5 W, 81.19 FEET,  A POLE IS N 5 E, 17.77 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1282 ***********************************************************************
 RJ1282  DESIGNATION -  17 A C4W 163
 RJ1282  PID         -  RJ1282
 RJ1282  STATE/COUNTY-  MI/CHIPPEWA
 RJ1282  COUNTRY     -  US
 RJ1282  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1282
 RJ1282                         *CURRENT SURVEY CONTROL
 RJ1282  ______________________________________________________________________
 RJ1282* NAD 83(1994) POSITION- 46 23 27.50565(N) 084 15 04.50460(W)   ADJUSTED
 RJ1282* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1282  ______________________________________________________________________
 RJ1282  GEOID HEIGHT    -        -36.602 (meters)                     GEOID18
 RJ1282  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 RJ1282  HORZ ORDER      -  SECOND
 RJ1282
 RJ1282.The horizontal coordinates were established by classical geodetic methods
 RJ1282.and adjusted by the National Geodetic Survey in February 1997.
 RJ1282
 RJ1282.The orthometric height was scaled from a topographic map.
 RJ1282
 RJ1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1282.GEOID18 height accuracy estimate available here.
 RJ1282
 RJ1282.Click photographs - Photos may exist for this station.
 RJ1282
 RJ1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1282
 RJ1282. The following values were computed from the NAD 83(1994) position.
 RJ1282
 RJ1282;                    North         East     Units Scale Factor Converg.
 RJ1282;SPC MI N     -   182,344.847 8,211,359.901   MT  0.99990453   +1 59 12.4
 RJ1282;SPC MI N     -   598,244.25 26,940,157.16   iFT  0.99990453   +1 59 12.4
 RJ1282;UTM  16      - 5,141,160.762   711,334.039   MT  1.00014903   +1 59 27.6
 RJ1282
 RJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1282!SPC MI N     -   0.99997675  x   0.99990453  =   0.99988128
 RJ1282!UTM  16      -   0.99997675  x   1.00014903  =   1.00012577
 RJ1282
 RJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1133441160(NAD 83)
 RJ1282
 RJ1282                          SUPERSEDED SURVEY CONTROL
 RJ1282
 RJ1282  NAD 83(1986)-  46 23 27.49563(N)    084 15 04.50286(W) AD(       ) 2
 RJ1282
 RJ1282.Superseded values are not recommended for survey control.
 RJ1282
 RJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1282.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1282
 RJ1282_MARKER: DS = TRIANGULATION STATION DISK
 RJ1282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RJ1282_STAMPING: C4W-163 1988
 RJ1282_MARK LOGO: USACE
 RJ1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1282+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1282
 RJ1282  HISTORY     - Date     Condition        Report By
 RJ1282  HISTORY     - 1988     MONUMENTED       USACE
 RJ1282  HISTORY     - 20031205 GOOD             INDIV
 RJ1282
 RJ1282                          STATION DESCRIPTION
 RJ1282
 RJ1282'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1282'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHEAST OF SAULT STE
 RJ1282'MARIE, 32.5 KM (20.2 MI) NORTHEAST OF RUDYARD, 52.3 KM (32.5 MI)
 RJ1282'NORTH-NORTHWEST OF DETOUR VILLAGE, NORTH OF SAILORS CREEK, IN PART
 RJ1282'OF LOT 3, IN YORK PLAT OF ELMS, SEC 13, T46N-R1E.
 RJ1282'OWNERSHIP---MAURENE HASLICK
 RJ1282'
 RJ1282'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1282'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1282'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1282'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1282'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1282'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1282'BOAT ACCESS AREA. TRAVEL BY BOAT UPRIVER FOR 5 MINUTES
 RJ1282'ON WEST SIDE OF ST MARYS RIVER WHERE STATION IS LOCATED.
 RJ1282'
 RJ1282'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-163
 RJ1282'1988---, SET INTO A PVC CASING AND ATTACHED TO AN
 RJ1282'ALUMINUM ROD DRIVEN 15.5 METERS (51 FT) INTO THE GROUND, LOCATED
 RJ1282'18.0 METERS (59 FT) FROM THE WATER.
 RJ1282'
 RJ1282'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1282
 RJ1282                          STATION RECOVERY (2003)
 RJ1282
 RJ1282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0334 ***********************************************************************
 MC0334  DESIGNATION -  17 DTSRR
 MC0334  PID         -  MC0334
 MC0334  STATE/COUNTY-  MI/MONROE
 MC0334  COUNTRY     -  US
 MC0334  USGS QUAD   -  MONROE (2017)
 MC0334
 MC0334                         *CURRENT SURVEY CONTROL
 MC0334  ______________________________________________________________________
 MC0334* NAD 83(1986) POSITION- 41 54 46.9    (N) 083 22 47.1    (W)   HD_HELD2
 MC0334* NAVD 88 ORTHO HEIGHT -   179.817 (meters)      589.95  (feet) ADJUSTED
 MC0334  ______________________________________________________________________
 MC0334  GEOID HEIGHT    -        -35.247 (meters)                     GEOID18
 MC0334  DYNAMIC HEIGHT  -        179.752 (meters)      589.74  (feet) COMP
 MC0334  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 MC0334
 MC0334  VERT ORDER      -  FIRST     CLASS I
 MC0334
 MC0334.The horizontal coordinates were established by autonomous hand held GPS
 MC0334.observations and have an estimated accuracy of +/- 10 meters.
 MC0334
 MC0334.The orthometric height was determined by differential leveling and
 MC0334.adjusted by the NATIONAL GEODETIC SURVEY
 MC0334.in June 1991.
 MC0334
 MC0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0334.GEOID18 height accuracy estimate available here.
 MC0334
 MC0334.Click photographs - Photos may exist for this station.
 MC0334
 MC0334.The dynamic height is computed by dividing the NAVD 88
 MC0334.geopotential number by the normal gravity value computed on the
 MC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0334.degrees latitude (g = 980.6199 gals.).
 MC0334
 MC0334.The modeled gravity was interpolated from observed gravity values.
 MC0334
 MC0334;                    North         East    Units  Estimated Accuracy
 MC0334;SPC MI S     -    46,359.    4,081,880.      MT  (+/- 10 meters HH2 GPS)
 MC0334
 MC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0264042858(NAD 83)
 MC0334
 MC0334                          SUPERSEDED SURVEY CONTROL
 MC0334
 MC0334  NGVD 29 (??/??/92)  179.981  (m)          590.49   (f) ADJ UNCH    1 1
 MC0334
 MC0334.Superseded values are not recommended for survey control.
 MC0334
 MC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0334.See file dsdata.pdf to determine how the superseded data were derived.
 MC0334
 MC0334_MARKER: DD = SURVEY DISK
 MC0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0334_SP_SET: ABUTMENT
 MC0334_STAMPING: BENCH MARK ELEV 17 USC AND G 1899
 MC0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0334
 MC0334  HISTORY     - Date     Condition        Report By
 MC0334  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0334  HISTORY     - 1968     GOOD             CGS
 MC0334  HISTORY     - 1969     GOOD             USLS
 MC0334  HISTORY     - 1980     GOOD             NGS
 MC0334  HISTORY     - 20070501 POOR             WARNKE
 MC0334
 MC0334                          STATION DESCRIPTION
 MC0334
 MC0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0334'AT MONROE.
 MC0334'AT MONROE, AT THE CROSSING OF THE DETROIT AND TOLEDO SHORE LINE
 MC0334'RAILROAD AND ELM STREET, SET ON THE TOP OF THE SOUTHEAST END OF
 MC0334'THE NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER THE RAISIN
 MC0334'RIVER, 50 FEET WEST OF BENCH MARK D 73 (USLS) DESCRIBED, 13.6 FEET
 MC0334'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK, 2.1 FEET
 MC0334'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND 1 FOOT BELOW
 MC0334'THE LEVEL OF THE TRACK.
 MC0334
 MC0334                          STATION RECOVERY (1969)
 MC0334
 MC0334'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0334'A BENCHMARK ESTABLISHED BY THE DETROIT AND TOLEDO SHORE LINE RAILROAD,
 MC0334'IS AT MONROE, MONROE COUNTY, MICHIGAN, AT THE CROSSING OF THE DETROIT
 MC0334'AND TOLEDO SHORE LINE RAILROAD AND ELM STREET, 50 FEET WEST OF
 MC0334'BENCHMARK D-73 (USLS), 13.6 FEET SOUTHEAST OF SOUTHEAST RAIL OF THE
 MC0334'NORTHBOUND TRACKS, ON TOP OF SOUTHEAST END OF NORTHEAST ABUTMENT OF
 MC0334'RAILROAD BRIDGE OVER THE RAISIN RIVER, 2.1 FEET NORTHWEST OF SOUTHEAST
 MC0334'END OF ABUTMENT, 1-FOOT BELOW LEVEL OF THE TRACK, BEING HIGHEST POINT
 MC0334'OVER CROSS AT CENTER OF DISC SET INTO THE CONCRETE.
 MC0334
 MC0334                          STATION RECOVERY (1980)
 MC0334
 MC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0334'RECOVERED IN GOOD CONDITION.
 MC0334
 MC0334                          STATION RECOVERY (2007)
 MC0334
 MC0334'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0334'STEM FOUND DISK HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0011 ***********************************************************************
 NF0011  DESIGNATION -  17 P 1
 NF0011  PID         -  NF0011
 NF0011  STATE/COUNTY-  MI/INGHAM
 NF0011  COUNTRY     -  US
 NF0011  USGS QUAD   -  DANSVILLE (2017)
 NF0011
 NF0011                         *CURRENT SURVEY CONTROL
 NF0011  ______________________________________________________________________
 NF0011* NAD 83(1986) POSITION- 42 34 56.16   (N) 084 21 26.25   (W)   HD_HELD1
 NF0011* NAVD 88 ORTHO HEIGHT -   286.574 (meters)      940.20  (feet) ADJUSTED
 NF0011  ______________________________________________________________________
 NF0011  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 NF0011  DYNAMIC HEIGHT  -        286.488 (meters)      939.92  (feet) COMP
 NF0011  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 NF0011
 NF0011  VERT ORDER      -  SECOND    CLASS 0
 NF0011
 NF0011.The horizontal coordinates were determined by differentially corrected
 NF0011.hand held GPS observations or other comparable positioning techniques
 NF0011.and have an estimated accuracy of +/- 3 meters.
 NF0011
 NF0011.The orthometric height was determined by differential leveling and
 NF0011.adjusted by the NATIONAL GEODETIC SURVEY
 NF0011.in June 1991.
 NF0011
 NF0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0011.GEOID18 height accuracy estimate available here.
 NF0011
 NF0011.Click photographs - Photos may exist for this station.
 NF0011
 NF0011.The dynamic height is computed by dividing the NAVD 88
 NF0011.geopotential number by the normal gravity value computed on the
 NF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0011.degrees latitude (g = 980.6199 gals.).
 NF0011
 NF0011.The modeled gravity was interpolated from observed gravity values.
 NF0011
 NF0011;                    North         East    Units  Estimated Accuracy
 NF0011;SPC MI S     -   120,215.3   4,000,769.5     MT  (+/- 3 meters HH1 GPS) 
 NF0011
 NF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1686217813(NAD 83)
 NF0011
 NF0011                          SUPERSEDED SURVEY CONTROL
 NF0011
 NF0011  NGVD 29 (??/??/92)  286.700  (m)          940.61   (f) ADJ UNCH    2 0
 NF0011
 NF0011.Superseded values are not recommended for survey control.
 NF0011
 NF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0011.See file dsdata.pdf to determine how the superseded data were derived.
 NF0011
 NF0011_MARKER: DD = SURVEY DISK
 NF0011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0011_STAMPING: 17 P 1 1934
 NF0011_MARK LOGO: CGS+SS
 NF0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0011
 NF0011  HISTORY     - Date     Condition        Report By
 NF0011  HISTORY     - 1934     MONUMENTED       MIGS
 NF0011  HISTORY     - 1934     GOOD             CGS
 NF0011  HISTORY     - 1977     POOR             NGS
 NF0011  HISTORY     - 20030826 POOR             USPSQD
 NF0011  HISTORY     - 20050319 POOR             GEOCAC
 NF0011
 NF0011                          STATION DESCRIPTION
 NF0011
 NF0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0011'6.1 MI E FROM MASON.
 NF0011'6.1 MILES EAST OF THE COURTHOUSE AT MASON, INGHAM COUNTY, ON
 NF0011'JEFFERSON AVENUE, 0.9 MILES SOUTH OF THE INTERSECTION OF COUNTY
 NF0011'HIGHWAY 503 WITH COUNTY HIGHWAY 428, 65 YARDS NORTH OF THE
 NF0011'INTERSECTION OF JEFFERSON AVENUE WITH COUNTY HIGHWAY 503, 50
 NF0011'FEET WEST OF A 17-INCH MAPLE TREE, 23.4 FEET WEST OF THE
 NF0011'CENTERLINE OF COUNTY HIGHWAY 503 AND 3 FEET HIGHER THAN THE
 NF0011'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 17 P 1 1934
 NF0011'AND SET IN THE TOP OF A CONCRETE POST.
 NF0011
 NF0011                          STATION RECOVERY (1977)
 NF0011
 NF0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0011'6.1 MILES EAST OF THE COURTEHOUSE, 23.4 FEET WEST OF MERIDAN ROAD
 NF0011'CENTERLINE, 65 YARDS NORTH OF THE INTERSECTION OF MERIDAN ROAD WITH
 NF0011'COLUMBIA AVENUE. A STATE SURVEY STANDARD DISK. THIS MARK PROJECTS
 NF0011'ABOUT 2 FEET AND IS LEANING AND CONSIDERED NO GOOD.
 NF0011
 NF0011                          STATION RECOVERY (2003)
 NF0011
 NF0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0011'THE CONCRETE POST IS ABOUT 2 FEET ABOVE THE SURFACE OF GROUND AND IS
 NF0011'LEANING BADLY
 NF0011
 NF0011                          STATION RECOVERY (2005)
 NF0011
 NF0011'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0011'THE DISK IS IN GOOD CONDITION, BUT THE CONCRETE MONUMENT LEANS BADLY
 NF0011'TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0010 ***********************************************************************
 NF0010  DESIGNATION -  17 V I
 NF0010  PID         -  NF0010
 NF0010  STATE/COUNTY-  MI/INGHAM
 NF0010  COUNTRY     -  US
 NF0010  USGS QUAD   -  MASON (2017)
 NF0010
 NF0010                         *CURRENT SURVEY CONTROL
 NF0010  ______________________________________________________________________
 NF0010* NAD 83(1986) POSITION- 42 34 56.     (N) 084 26 36.     (W)   SCALED
 NF0010* NAVD 88 ORTHO HEIGHT -   275.794 (meters)      904.83  (feet) ADJUSTED
 NF0010  ______________________________________________________________________
 NF0010  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 NF0010  DYNAMIC HEIGHT  -        275.709 (meters)      904.56  (feet) COMP
 NF0010  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 NF0010
 NF0010  VERT ORDER      -  FIRST     CLASS II
 NF0010
 NF0010.The horizontal coordinates were scaled from a map and have
 NF0010.an estimated accuracy of +/- 6 seconds.
 NF0010
 NF0010.The orthometric height was determined by differential leveling and
 NF0010.adjusted by the NATIONAL GEODETIC SURVEY
 NF0010.in January 2002.
 NF0010
 NF0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0010.GEOID18 height accuracy estimate available here.
 NF0010
 NF0010.Click photographs - Photos may exist for this station.
 NF0010
 NF0010.The dynamic height is computed by dividing the NAVD 88
 NF0010.geopotential number by the normal gravity value computed on the
 NF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0010.degrees latitude (g = 980.6199 gals.).
 NF0010
 NF0010.The modeled gravity was interpolated from observed gravity values.
 NF0010
 NF0010;                    North         East    Units  Estimated Accuracy
 NF0010;SPC MI S     -   120,210.    3,993,710.      MT  (+/- 180 meters Scaled)
 NF0010
 NF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN098175(NAD 83)
 NF0010
 NF0010                          SUPERSEDED SURVEY CONTROL
 NF0010
 NF0010  NAVD 88 (06/15/91)  275.755  (m)          904.71   (f) SUPERSEDED  2 0
 NF0010  NGVD 29 (??/??/92)  275.883  (m)          905.13   (f) ADJ UNCH    2 0
 NF0010
 NF0010.Superseded values are not recommended for survey control.
 NF0010
 NF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0010.See file dsdata.pdf to determine how the superseded data were derived.
 NF0010
 NF0010_MARKER: DD = SURVEY DISK
 NF0010_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0010_STAMPING: 17-VI
 NF0010_MARK LOGO: CGS+SS
 NF0010_PROJECTION: FLUSH
 NF0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0010+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 NF0010
 NF0010  HISTORY     - Date     Condition        Report By
 NF0010  HISTORY     - 1934     MONUMENTED       MIGS
 NF0010  HISTORY     - 1958     MARK NOT FOUND   CGS
 NF0010  HISTORY     - 1977     GOOD             NGS
 NF0010  HISTORY     - 1989     GOOD             USPSQD
 NF0010  HISTORY     - 19921116 GOOD             NGS
 NF0010  HISTORY     - 20000531 GOOD             NGS
 NF0010  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0010  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0010  HISTORY     - 20160516 MARK NOT FOUND   MIDT
 NF0010  HISTORY     - 20160601 MARK NOT FOUND   MIDT
 NF0010
 NF0010                          STATION DESCRIPTION
 NF0010
 NF0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0010'AT MASON.
 NF0010'AT MASON, INGHAM COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 NF0010'OF COLUMBIA STREET WITH JEFFERSON AVENUE, 350 YARDS NORTH OF
 NF0010'THE COURTHOUSE, 38.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 NF0010'OF A RED BRICK HOUSE AT 104 JEFFERSON AVENUE, AND 20.1 FEET
 NF0010'WEST OF THE WEST EDGE OF THE WEST SIDEWALK OF JEFFERSON AVENUE.
 NF0010'A STATE SURVEY STANDARD DISK, STAMPED 17 V 1 1934 AND SET IN THE
 NF0010'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0010
 NF0010                          STATION RECOVERY (1977)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0010'AT MASON 350 YARDS NORTH OF THE COURTHOUSE AT THE SOUTHWEST CORNER OF
 NF0010'THE INTERSECTION OF COLUMBAI STREET WITH JEFFERSON AVENUE. 38.5 FEET
 NF0010'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 20.1 FEET WEST OF THE
 NF0010'WEST EDGE OF WEST SIDE WALK OF JEFFERSON AVENUE. A STATE SURVEY DISK.
 NF0010
 NF0010                          STATION RECOVERY (1989)
 NF0010
 NF0010'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0010'RECOVERED IN GOOD CONDITION.
 NF0010
 NF0010                          STATION RECOVERY (1992)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0010'IN MASON, AT THE INTERSECTION OF EAST COLUMBIA AND NORTH JEFFERSON
 NF0010'STREETS, NEAR THE CENTER OF AN EAST-WEST SIDEWALK, 16.8 M (55.1 FT)
 NF0010'WEST OF THE CENTERLINE OF JEFFERSON STREET, 9.8 M (32.2 FT) NORTHEAST
 NF0010'OF THE NORTHEAST CORNER OF A BRICK HOUSE, 8.1 M (26.6 FT) SOUTH OF THE
 NF0010'EXTENDED CENTER OF COLUMBIA STREET, 0.9 M (3.0 FT) SOUTHWEST OF A
 NF0010'UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 NF0010'MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 NF0010
 NF0010                          STATION RECOVERY (2000)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0010'IN MASON, AT THE INTERSECTION OF EAST COLUMBIA AND NORTH JEFFERSON
 NF0010'STREETS, NEAR THE EXTENDED CENTERLINE OF AN EAST-WEST SIDEWALK, 16.8 M
 NF0010'(55.1 FT) WEST OF THE CENTERLINE OF JEFFERSON STREET, 9.8 M (32.2 FT)
 NF0010'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 8.1 M (26.6 FT)
 NF0010'SOUTH OF THE CENTER OF COLUMBIA STREET, 2.4 FT (0.7 M) WEST-SOUTHWEST
 NF0010'OF A UTILITY GUY POLE, 6.0 FT (1.8 M) EAST-NORTHEAST OF A 36-INCH
 NF0010'MAPLE TREE, 7.0 FT (2.1 M) SOUTH OF THE SOUTH CURB OF EAST COLUMBIA
 NF0010'STREET, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 NF0010'MONUMENT IS RECESSED ABOUT 4-INCHES BELOW THE GROUND SURFACE.
 NF0010
 NF0010                          STATION RECOVERY (2003)
 NF0010
 NF0010'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0010'CITY OF MASON REMOVED THE SIDEWALK THAT MARK WAS EMBEDDED IN TO WIDEN
 NF0010'COLUMBIA STREET. WE ASSUME THE MARK WAS DESTROYED. WE DID EASILY FIND
 NF0010'THE MARK A FEW YEARS AGO.
 NF0010
 NF0010                          STATION RECOVERY (2005)
 NF0010
 NF0010'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0010'WAS UNABLE TO LOCATE ANYTHING AT THE COORDINATES.
 NF0010
 NF0010                          STATION RECOVERY (2016)
 NF0010
 NF0010'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0010'MARK NOT FOUND.
 NF0010
 NF0010                          STATION RECOVERY (2016)
 NF0010
 NF0010'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 NF0010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0009 ***********************************************************************
 NF0009  DESIGNATION -  17 W I
 NF0009  PID         -  NF0009
 NF0009  STATE/COUNTY-  MI/INGHAM
 NF0009  COUNTRY     -  US
 NF0009  USGS QUAD   -  MASON (2017)
 NF0009
 NF0009                         *CURRENT SURVEY CONTROL
 NF0009  ______________________________________________________________________
 NF0009* NAD 83(1986) POSITION- 42 34 45.7    (N) 084 26 34.5    (W)   HD_HELD2
 NF0009* NAVD 88 ORTHO HEIGHT -   280.433 (meters)      920.05  (feet) ADJUSTED
 NF0009  ______________________________________________________________________
 NF0009  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 NF0009  DYNAMIC HEIGHT  -        280.347 (meters)      919.77  (feet) COMP
 NF0009  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 NF0009
 NF0009  VERT ORDER      -  FIRST     CLASS II
 NF0009
 NF0009.The horizontal coordinates were established by autonomous hand held GPS
 NF0009.observations and have an estimated accuracy of +/- 10 meters.
 NF0009
 NF0009.The orthometric height was determined by differential leveling and
 NF0009.adjusted by the NATIONAL GEODETIC SURVEY
 NF0009.in January 2002.
 NF0009
 NF0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0009.GEOID18 height accuracy estimate available here.
 NF0009
 NF0009.Click photographs - Photos may exist for this station.
 NF0009
 NF0009.The dynamic height is computed by dividing the NAVD 88
 NF0009.geopotential number by the normal gravity value computed on the
 NF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0009.degrees latitude (g = 980.6199 gals.).
 NF0009
 NF0009.The modeled gravity was interpolated from observed gravity values.
 NF0009
 NF0009;                    North         East    Units  Estimated Accuracy
 NF0009;SPC MI S     -   119,895.    3,993,741.      MT  (+/- 10 meters HH2 GPS)
 NF0009
 NF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0984517274(NAD 83)
 NF0009
 NF0009                          SUPERSEDED SURVEY CONTROL
 NF0009
 NF0009  NAVD 88 (06/15/91)  280.404  (m)          919.96   (f) SUPERSEDED  2 0
 NF0009  NGVD 29 (??/??/92)  280.532  (m)          920.38   (f) ADJ UNCH    2 0
 NF0009
 NF0009.Superseded values are not recommended for survey control.
 NF0009
 NF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0009.See file dsdata.pdf to determine how the superseded data were derived.
 NF0009
 NF0009_MARKER: DD = SURVEY DISK
 NF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0009_STAMPING: 17+WI
 NF0009_MARK LOGO: CGS+SS
 NF0009_PROJECTION: FLUSH
 NF0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0009+STABILITY: SURFACE MOTION
 NF0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0009+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 NF0009
 NF0009  HISTORY     - Date     Condition        Report By
 NF0009  HISTORY     - 1934     MONUMENTED       MIGS
 NF0009  HISTORY     - 1934     GOOD             CGS
 NF0009  HISTORY     - 1977     GOOD             NGS
 NF0009  HISTORY     - 1989     GOOD             USPSQD
 NF0009  HISTORY     - 19921116 GOOD             NGS
 NF0009  HISTORY     - 20000616 GOOD             NGS
 NF0009  HISTORY     - 20030419 GOOD             USPSQD
 NF0009  HISTORY     - 20060429 GOOD             USPSQD
 NF0009  HISTORY     - 20070628 GOOD             WOOLPT
 NF0009  HISTORY     - 20160616 GOOD             MIDT
 NF0009
 NF0009                          STATION DESCRIPTION
 NF0009
 NF0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0009'AT MASON.
 NF0009'AT MASON, INGHAM COUNTY, IN THE SOUTHWEST CORNER OF THE
 NF0009'COURTHOUSE LAWN, 45 YARDS SOUTHWEST CORNER OF THE COURTHOUSE,
 NF0009'14.4 FEET SOUTHWEST OF THE WEST CORNER OF THE LARGER OF THE CANNON
 NF0009'MONUMENTS, 4.5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ON
 NF0009'THE WEST SIDE OF THE COURTHOUSE, AND 4.4 FEET NORTH OF THE
 NF0009'NORTH EDGE OF THE SIDEWALK ON THE SOUTH SIDE OF THE COURTHOUSE.
 NF0009'A STATE SURVEY STANDARD DISK, STAMPED 17 W 1 1934 AND SET IN
 NF0009'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0009
 NF0009                          STATION RECOVERY (1977)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0009'AT MASON IN THE SOUTHWEST CORNER OF THE COURTHOUSE LAWN, 45 YARDS
 NF0009'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTEHOUSE, 4.5 FEET EAST
 NF0009'OF THE EAST EDGE OF THE SIDE WALK 4.4 FEET NORTH OF A SIDE WALK AND
 NF0009'25 FEET SOUTHWEST OF A HONOR ROLL MONUMENT A STATE SURVEY STANDARD
 NF0009'DISK.
 NF0009
 NF0009                          STATION RECOVERY (1989)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (1992)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0009'IN MASON, AT THE INTERSECTION OF EAST ASH AND SOUTH JEFFERSON STREETS,
 NF0009'17.2 M (56.4 FT) EAST OF THE CENTERLINE OF JEFFERSON STREET, 16.7 M
 NF0009'(54.8 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF ASK STREET, 9.0 M
 NF0009'(29.5 FT) WEST OF THE SOUTH CORNER OF A WAR MEMORIAL, 1.4 M (4.6 FT)
 NF0009'EAST OF THE EAST EDGE OF A SIDEWALK, 1.2 M (3.9 FT) NORTH OF THE NORTH
 NF0009'EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF0009
 NF0009                          STATION RECOVERY (2000)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0009'RECOVERED AS DESCRIBED.
 NF0009
 NF0009                          STATION RECOVERY (2003)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (2006)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (2007)
 NF0009
 NF0009'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JR)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (2016)
 NF0009
 NF0009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 NF0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0075 ***********************************************************************
 OJ0075  DESIGNATION -  1777 USLS
 OJ0075  PID         -  OJ0075
 OJ0075  STATE/COUNTY-  MI/SANILAC
 OJ0075  COUNTRY     -  US
 OJ0075  USGS QUAD   -  PORT SANILAC (2017)
 OJ0075
 OJ0075                         *CURRENT SURVEY CONTROL
 OJ0075  ______________________________________________________________________
 OJ0075* NAD 83(1986) POSITION- 43 22 43.     (N) 082 32 12.     (W)   SCALED
 OJ0075* NAVD 88 ORTHO HEIGHT -   179.139 (meters)      587.73  (feet) ADJUSTED
 OJ0075  ______________________________________________________________________
 OJ0075  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 OJ0075  DYNAMIC HEIGHT  -        179.104 (meters)      587.61  (feet) COMP
 OJ0075  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 OJ0075
 OJ0075  VERT ORDER      -  FIRST     CLASS 0
 OJ0075
 OJ0075.The horizontal coordinates were scaled from a map and have
 OJ0075.an estimated accuracy of +/- 6 seconds.
 OJ0075
 OJ0075.The orthometric height was determined by differential leveling and
 OJ0075.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0075.in June 1991.
 OJ0075
 OJ0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0075.GEOID18 height accuracy estimate available here.
 OJ0075
 OJ0075.Click photographs - Photos may exist for this station.
 OJ0075
 OJ0075.The dynamic height is computed by dividing the NAVD 88
 OJ0075.geopotential number by the normal gravity value computed on the
 OJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0075.degrees latitude (g = 980.6199 gals.).
 OJ0075
 OJ0075.The modeled gravity was interpolated from observed gravity values.
 OJ0075
 OJ0075;                    North         East    Units  Estimated Accuracy
 OJ0075;SPC MI S     -   210,290.    4,148,280.      MT  (+/- 180 meters Scaled)
 OJ0075
 OJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ755040(NAD 83)
 OJ0075
 OJ0075                          SUPERSEDED SURVEY CONTROL
 OJ0075
 OJ0075  NGVD 29 (11/26/84)  179.264  (m)          588.14   (f) ADJUSTED    1 0
 OJ0075
 OJ0075.Superseded values are not recommended for survey control.
 OJ0075
 OJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0075.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0075
 OJ0075_MARKER: B = BOLT
 OJ0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0075_SP_SET: CULVERT
 OJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0075
 OJ0075  HISTORY     - Date     Condition        Report By
 OJ0075  HISTORY     - 1970     MONUMENTED       USLS
 OJ0075  HISTORY     - 1970     GOOD             USLS
 OJ0075  HISTORY     - 1980     GOOD             NGS
 OJ0075  HISTORY     - 19940727 GOOD             USPSQD
 OJ0075  HISTORY     - 20010811 GOOD             USPSQD
 OJ0075
 OJ0075                          STATION DESCRIPTION
 OJ0075
 OJ0075'DESCRIBED BY US LAKE SURVEY 1970
 OJ0075'3.7 MI S FROM PORT SANILAC.
 OJ0075'1777 IS IN SANILAC COUNTY, MICHIGAN, ABOUT 3.7 MILES SOUTH OF
 OJ0075'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0075'IN PORT SANILAC, 0.1 MILE SOUTH OF CENTERLINE OF HOLVERSON
 OJ0075'ROAD, JUST SOUTH OF KRAUSMANN PROPERTY AT NO. 1777 U.S. 25,
 OJ0075'ABOUT 80 FEET EAST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTH
 OJ0075'OF SOUTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT
 OJ0075'HEADWALL, ABOUT 40 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT
 OJ0075'ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF THE
 OJ0075'CULVERT.  BM 1777 1970.
 OJ0075
 OJ0075                          STATION RECOVERY (1980)
 OJ0075
 OJ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0075'6.1 KILOMETERS (3.8 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0075'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.2 KILOMETER (0.1
 OJ0075'MILE) SOUTH OF THE JUNCTION OF HOLVERSON ROAD AND JUST NORTH OF THE
 OJ0075'DRIVE TO HOUSE NUMBER 1801. THIS MARK IS A 1/2-INCH STEEL BOLT
 OJ0075'SET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE BOX
 OJ0075'CULVERT. 24.4 METERS (80.0 FEET) EAST OF THE CENTER LINE OF THE
 OJ0075'HIGHWAY,0.62 METER (2.5 FEET) NORTH OF THE SOUTH END OF THE EAST
 OJ0075'HEADWALL.
 OJ0075'THE MARK IS 12.2 M BELOW HIGHWAY.
 OJ0075
 OJ0075                          STATION RECOVERY (1994)
 OJ0075
 OJ0075'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0075'RECOVERED IN GOOD CONDITION.
 OJ0075
 OJ0075                          STATION RECOVERY (2001)
 OJ0075
 OJ0075'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0487 ***********************************************************************
 NF0487  DESIGNATION -  179 1/2
 NF0487  PID         -  NF0487
 NF0487  STATE/COUNTY-  MI/CALHOUN
 NF0487  COUNTRY     -  US
 NF0487  USGS QUAD   -  BATTLE CREEK (2017)
 NF0487
 NF0487                         *CURRENT SURVEY CONTROL
 NF0487  ______________________________________________________________________
 NF0487* NAD 83(1986) POSITION- 42 20 27.     (N) 085 08 22.     (W)   SCALED
 NF0487* NAVD 88 ORTHO HEIGHT -   255.039 (meters)      836.74  (feet) ADJUSTED
 NF0487  ______________________________________________________________________
 NF0487  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NF0487  DYNAMIC HEIGHT  -        254.958 (meters)      836.47  (feet) COMP
 NF0487  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 NF0487
 NF0487  VERT ORDER      -  SECOND    CLASS 0
 NF0487
 NF0487.The horizontal coordinates were scaled from a map and have
 NF0487.an estimated accuracy of +/- 6 seconds.
 NF0487
 NF0487.The orthometric height was determined by differential leveling and
 NF0487.adjusted by the NATIONAL GEODETIC SURVEY
 NF0487.in June 1991.
 NF0487
 NF0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0487.GEOID18 height accuracy estimate available here.
 NF0487
 NF0487.Click photographs - Photos may exist for this station.
 NF0487
 NF0487.The dynamic height is computed by dividing the NAVD 88
 NF0487.geopotential number by the normal gravity value computed on the
 NF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0487.degrees latitude (g = 980.6199 gals.).
 NF0487
 NF0487.The modeled gravity was interpolated from observed gravity values.
 NF0487
 NF0487;                    North         East    Units  Estimated Accuracy
 NF0487;SPC MI S     -    93,690.    3,936,320.      MT  (+/- 180 meters Scaled)
 NF0487
 NF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM532892(NAD 83)
 NF0487
 NF0487                          SUPERSEDED SURVEY CONTROL
 NF0487
 NF0487  NGVD 29 (??/??/92)  255.171  (m)          837.17   (f) ADJ UNCH    2 0
 NF0487
 NF0487.Superseded values are not recommended for survey control.
 NF0487
 NF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0487.See file dsdata.pdf to determine how the superseded data were derived.
 NF0487
 NF0487_MARKER: B = BOLT
 NF0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0487_STAMPING: 179-1/2
 NF0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0487+STABILITY: SURFACE MOTION
 NF0487
 NF0487  HISTORY     - Date     Condition        Report By
 NF0487  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0487  HISTORY     - 1934     GOOD             CGS
 NF0487  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0487
 NF0487                          STATION DESCRIPTION
 NF0487
 NF0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0487'3.5 MI NE FROM BATTLE CREEK.
 NF0487'3.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0487'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0487'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 179, 0.6 MILE NORTHEAST
 NF0487'OF THE CROSSING OF THE VERONA ROAD, 50 YARDS WEST OF
 NF0487'POWER-TRANSMISSION LINE POLE KK 71, 20.1 FEET NORTHWEST OF THE
 NF0487'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 3 FEET LOWER THAN THE
 NF0487'TOP OF THE RAIL.  A COPPER BOLT, STAMPED 179-1/2 AND SET IN THE
 NF0487'TOP OF A CONCRETE POST.
 NF0487
 NF0487                          STATION RECOVERY (1997)
 NF0487
 NF0487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1069 ***********************************************************************
 RJ1069  DESIGNATION -  17R
 RJ1069  PID         -  RJ1069
 RJ1069  STATE/COUNTY-  MI/CHIPPEWA
 RJ1069  COUNTRY     -  US
 RJ1069  USGS QUAD   -  SHALLOWS (2017)
 RJ1069
 RJ1069                         *CURRENT SURVEY CONTROL
 RJ1069  ______________________________________________________________________
 RJ1069* NAD 83(1994) POSITION- 46 26 21.90060(N) 084 27 51.87166(W)   ADJUSTED
 RJ1069* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1069  ______________________________________________________________________
 RJ1069  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 RJ1069  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 RJ1069  HORZ ORDER      -  THIRD
 RJ1069
 RJ1069.The horizontal coordinates were established by classical geodetic methods
 RJ1069.and adjusted by the National Geodetic Survey in February 1997.
 RJ1069
 RJ1069.The orthometric height was scaled from a topographic map.
 RJ1069
 RJ1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1069.GEOID18 height accuracy estimate available here.
 RJ1069
 RJ1069.Click photographs - Photos may exist for this station.
 RJ1069
 RJ1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1069
 RJ1069. The following values were computed from the NAD 83(1994) position.
 RJ1069
 RJ1069;                    North         East     Units Scale Factor Converg.
 RJ1069;SPC MI N     -   187,180.167 8,194,803.178   MT  0.99990644   +1 49 57.7
 RJ1069;SPC MI N     -   614,108.16 26,885,837.20   iFT  0.99990644   +1 49 57.7
 RJ1069;SPC MI C     -   347,046.570 5,992,486.814   MT  1.00025557   -0 04 08.6
 RJ1069;SPC MI C     - 1,138,604.23 19,660,389.81   iFT  1.00025557   -0 04 08.6
 RJ1069;UTM  16      - 5,145,995.677   694,773.573   MT  1.00006634   +1 50 16.7
 RJ1069
 RJ1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1069!SPC MI N     -   0.99997671  x   0.99990644  =   0.99988316
 RJ1069!SPC MI C     -   0.99997671  x   1.00025557  =   1.00023228
 RJ1069!UTM  16      -   0.99997671  x   1.00006634  =   1.00004305
 RJ1069
 RJ1069:                Primary Azimuth Mark                     Grid Az
 RJ1069:SPC MI N     -  15 RIPLEY                                286 30 17.7
 RJ1069:SPC MI C     -  15 RIPLEY                                288 24 24.0
 RJ1069:UTM  16      -  15 RIPLEY                                286 29 58.7
 RJ1069
 RJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9477345995(NAD 83)
 RJ1069
 RJ1069|---------------------------------------------------------------------|
 RJ1069| PID    Reference Object                     Distance      Geod. Az  |
 RJ1069|                                                           dddmmss.s |
 RJ1069| RJ1078 15 RIPLEY                           APPROX. 2.6 KM 2882015.4 |
 RJ1069| RJ1070 BRUSH POINT FRONT RANGE LIGHT       APPROX. 2.5 KM 3503403.4 |
 RJ1069|---------------------------------------------------------------------|
 RJ1069
 RJ1069                          SUPERSEDED SURVEY CONTROL
 RJ1069
 RJ1069  NAD 83(1986)-  46 26 21.88223(N)    084 27 51.87614(W) AD(       ) 3
 RJ1069  NAD 27      -  46 26 21.81200(N)    084 27 51.71100(W) AD(       ) 3
 RJ1069
 RJ1069.Superseded values are not recommended for survey control.
 RJ1069
 RJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1069.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1069
 RJ1069_MARKER: H = DRILL HOLE
 RJ1069_SETTING: 80 = SET IN A BOULDER
 RJ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1069+STABILITY: SURFACE MOTION
 RJ1069
 RJ1069  HISTORY     - Date     Condition        Report By
 RJ1069  HISTORY     - 1895     MONUMENTED       USLS
 RJ1069  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ1069
 RJ1069                          STATION DESCRIPTION
 RJ1069
 RJ1069'DESCRIBED BY US LAKE SURVEY 1895
 RJ1069'ON SE SIDE OF MOSQUITO BAY, 1-3/4 MILES S OF BRUSH POINT REAR
 RJ1069'RANGE LIGHT, AT EDGE OF WOODS, 6 FEET BACK FROM WATER, AND 1 FOOT
 RJ1069'ABOVE WATER.
 RJ1069'
 RJ1069'STATION MARK IS A SHALLOW DRILL HOLE IN CENTER OF TRIANGLE CUT IN
 RJ1069'REDDISH SANDSTONE BRUIED IN GROUND WITH TOP FLUSH.  A 5-FOOT TRIPOD
 RJ1069'STAND OF 7-INCH ROUND POSTS IS BUILT OVER STATION MARK.
 RJ1069'
 RJ1069'STATION 17 (U S L S) 1893 WAS APPROXIMATELY 60 FEET NW OF THIS
 RJ1069'STATION AND IS APPARENTLY LOST BY BANK EROSION.
 RJ1069'
 RJ1069'DATE OF ESTABLISHMENT IS A GUESS.  EXACT DATE NOT KNOWN.
 RJ1069
 RJ1069                          STATION RECOVERY (1958)
 RJ1069
 RJ1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1069'STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0356 ***********************************************************************
 MC0356  DESIGNATION -  18
 MC0356  PID         -  MC0356
 MC0356  STATE/COUNTY-  MI/MONROE
 MC0356  COUNTRY     -  US
 MC0356  USGS QUAD   -  STONY POINT (2017)
 MC0356
 MC0356                         *CURRENT SURVEY CONTROL
 MC0356  ______________________________________________________________________
 MC0356* NAD 83(1986) POSITION- 41 56 28.     (N) 083 21 20.     (W)   SCALED
 MC0356* NAVD 88 ORTHO HEIGHT -   180.429 (meters)      591.96  (feet) ADJUSTED
 MC0356  ______________________________________________________________________
 MC0356  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 MC0356  DYNAMIC HEIGHT  -        180.365 (meters)      591.75  (feet) COMP
 MC0356  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 MC0356
 MC0356  VERT ORDER      -  FIRST     CLASS I
 MC0356
 MC0356.The horizontal coordinates were scaled from a map and have
 MC0356.an estimated accuracy of +/- 6 seconds.
 MC0356
 MC0356.The orthometric height was determined by differential leveling and
 MC0356.adjusted by the NATIONAL GEODETIC SURVEY
 MC0356.in June 1991.
 MC0356
 MC0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0356.GEOID18 height accuracy estimate available here.
 MC0356
 MC0356.Click photographs - Photos may exist for this station.
 MC0356
 MC0356.The dynamic height is computed by dividing the NAVD 88
 MC0356.geopotential number by the normal gravity value computed on the
 MC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0356.degrees latitude (g = 980.6199 gals.).
 MC0356
 MC0356.The modeled gravity was interpolated from observed gravity values.
 MC0356
 MC0356;                    North         East    Units  Estimated Accuracy
 MC0356;SPC MI S     -    49,500.    4,083,850.      MT  (+/- 180 meters Scaled)
 MC0356
 MC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG047459(NAD 83)
 MC0356
 MC0356                          SUPERSEDED SURVEY CONTROL
 MC0356
 MC0356  NGVD 29 (??/??/92)  180.594  (m)          592.50   (f) ADJ UNCH    1 1
 MC0356
 MC0356.Superseded values are not recommended for survey control.
 MC0356
 MC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0356.See file dsdata.pdf to determine how the superseded data were derived.
 MC0356
 MC0356_MARKER: DD = SURVEY DISK
 MC0356_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MC0356_SP_SET: BRIDGE HEADWALL
 MC0356_STAMPING: BENCH MARK ELEV NO 18 USC AND G 1899
 MC0356_MARK LOGO: DTSRR
 MC0356_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0356+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1992
 MC0356
 MC0356  HISTORY     - Date     Condition        Report By
 MC0356  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0356  HISTORY     - 1968     GOOD             CGS
 MC0356  HISTORY     - 19920328 POOR             LOCENG
 MC0356  HISTORY     - 20070806 POOR             WARNKE
 MC0356
 MC0356                          STATION DESCRIPTION
 MC0356
 MC0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0356'2.2 MI NE FROM MONROE.
 MC0356'ABOUT 2.2 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0356'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, ABOUT
 MC0356'0.1 MILE NORTHEAST OF MILEPOST 20, ABOUT 0.1 MILE SOUTHWEST OF
 MC0356'THE CROSSING OF HURD ROAD, SET ON THE TOP OF THE SOUTHWEST END
 MC0356'OF THE SOUTHEAST HEAD WALL OF A 50-FOOT CONCRETE BRIDGE OVER
 MC0356'SANDY CREEK, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MC0356'NORTHBOUND TRACK, 2.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 MC0356'HEAD WALL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 MC0356
 MC0356                          STATION RECOVERY (1992)
 MC0356
 MC0356'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0356'NO MARKINGS AND MOST OF DISK MISSING.  FOUND STEM OF BRASS DISK WITH
 MC0356'PUNCHHOLE INSIDE DEPRESSION IN CONCRETE.  LOCATED 2 FT (0.6 M)
 MC0356'NORTHEAST OF SOUTHEAST END OF SOUTHEAST HEADWALL FOR GRAND TRUNK
 MC0356'WESTERN RAILROAD BRIDGE (FORMERLY DTSRR) OVER SANDY CREEK.
 MC0356
 MC0356                          STATION RECOVERY (2007)
 MC0356
 MC0356'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0356'THE STATION IS LOCATED NE OF MONROE IN FRENCHTOWN TWP, 1.0 MILES TO
 MC0356'FRENCHTOWN TWP. HALL, 4.2 MILES TO DETROIT EDISON GENERATION PLANT, 5
 MC0356'MILES TO MONROE CO. CUSTER AIRPORT,
 MC0356'
 MC0356'TO REACH THE STATION FROM THE INTERSECTION OF YAX RD. AND HURD RD.
 MC0356'HEAD NW'LY ON HURD RD. +/-96' TURN LEFT AND THERE WILL BE A STONE
 MC0356'RAILROAD DRIVE ALONG THE E'LY SIDE OF RAILROAD TRACKS. WALK OR DRIVE
 MC0356'SW'LY ON DRIVE +/-590' FROM THE CENTERLINE OF HURD RD. TO THE LEFT IS
 MC0356'CONCRETE HEAD WALL OF RAILROAD CROSSING SANDY CREEK.
 MC0356'
 MC0356'THE STATION IS FOUND STEM WITH DISK REMOVED IN 59.3' LONG HEADWALL.
 MC0356'2.1' NE OF SW END, 0.6' SE OF NW EDGE, 0.8' NE OF CUT '+' ON TOP OF
 MC0356'HEADWALL. N45W 18.9' TO THE SE EDGE OF THE MOST SE'LY RAIL OF TRACK,
 MC0356'N65W 43.0' TO THE CENTERLINE OF A 2IN. PLASTIC POST FOR 'BURIED FIBER
 MC0356'OPTIC CABLE' N15E 71.1' TO THE CENTERLINE OF A 2IN. PLASTIC POST FOR
 MC0356''BURIED FIBER OPTIC CABLE'
 MC0356'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0294 ***********************************************************************
 NF0294  DESIGNATION -  18
 NF0294  PID         -  NF0294
 NF0294  STATE/COUNTY-  MI/INGHAM
 NF0294  COUNTRY     -  US
 NF0294  USGS QUAD   -  LANSING SOUTH (2017)
 NF0294
 NF0294                         *CURRENT SURVEY CONTROL
 NF0294  ______________________________________________________________________
 NF0294* NAD 83(1986) POSITION- 42 43 48.     (N) 084 30 26.     (W)   SCALED
 NF0294* NAVD 88 ORTHO HEIGHT -   252.80  (+/-2cm)      829.4   (feet) VERTCON3
 NF0294  ______________________________________________________________________
 NF0294  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 NF0294  VERT ORDER      -  ? (See Below)
 NF0294
 NF0294.The horizontal coordinates were scaled from a map and have
 NF0294.an estimated accuracy of +/- 6 seconds.
 NF0294
 NF0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0294
 NF0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0294.GEOID18 height accuracy estimate available here.
 NF0294
 NF0294.The vertical order pertains to the NGVD 29 superseded value.
 NF0294
 NF0294.Click photographs - Photos may exist for this station.
 NF0294
 NF0294;                    North         East    Units  Estimated Accuracy
 NF0294;SPC MI S     -   136,640.    3,988,490.      MT  (+/- 180 meters Scaled)
 NF0294
 NF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN040338(NAD 83)
 NF0294
 NF0294                          SUPERSEDED SURVEY CONTROL
 NF0294
 NF0294  NGVD 29 (??/??/92)  252.937  (m)          829.84   (f) ADJ UNCH       
 NF0294
 NF0294.Superseded values are not recommended for survey control.
 NF0294
 NF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0294.See file dsdata.pdf to determine how the superseded data were derived.
 NF0294
 NF0294_MARKER: B = BOLT
 NF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0294+STABILITY: SURFACE MOTION
 NF0294
 NF0294  HISTORY     - Date     Condition        Report By
 NF0294  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0294  HISTORY     - 1932     GOOD             MISCOL
 NF0294
 NF0294                          STATION DESCRIPTION
 NF0294
 NF0294'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0294'AT EAST LANSING.
 NF0294'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0294'CAMPUS, ON THE ATHLETIC FIELD, 146 FEET NORTHWEST OF THE
 NF0294'SOUTHEAST CORNER OF THE GRANDSTAND, ADJACENT TO THE EAST CURB
 NF0294'OF THE RUNNING TRACK, AND 25 FEET NORTHWEST OF A CURVE IN THE
 NF0294'CURB.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6809 ***********************************************************************
 AA6809  HT_MOD      -  This is a Height Modernization Survey Station.
 AA6809  DESIGNATION -  18 2
 AA6809  PID         -  AA6809
 AA6809  STATE/COUNTY-  MI/WAYNE
 AA6809  COUNTRY     -  US
 AA6809  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6809
 AA6809                         *CURRENT SURVEY CONTROL
 AA6809  ______________________________________________________________________
 AA6809* NAD 83(2011) POSITION- 42 08 18.27176(N) 083 15 11.32704(W)   ADJUSTED
 AA6809* NAD 83(2011) ELLIP HT-   147.883 (meters)        (06/27/12)   ADJUSTED
 AA6809* NAD 83(2011) EPOCH   -  2010.00
 AA6809* NAVD 88 ORTHO HEIGHT -   182.64  (meters)      599.2   (feet) GPS OBS
 AA6809  ______________________________________________________________________
 AA6809  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA6809  GEOID HEIGHT    -        -34.770 (meters)                     GEOID03
 AA6809  GEOID HEIGHT    -        -34.762 (meters)                     GEOID18
 AA6809  NAD 83(2011) X  -    556,493.744 (meters)                     COMP
 AA6809  NAD 83(2011) Y  - -4,704,004.999 (meters)                     COMP
 AA6809  NAD 83(2011) Z  -  4,257,115.510 (meters)                     COMP
 AA6809  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 AA6809
 AA6809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6809  Standards:
 AA6809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6809  -------------------------------------------------------------------
 AA6809  NETWORK    0.29   0.47           0.13   0.10   0.24     -0.08727827
 AA6809  -------------------------------------------------------------------
 AA6809  Click here for local accuracies and other accuracy information.
 AA6809
 AA6809.The horizontal coordinates were established by GPS observations
 AA6809.and adjusted by the National Geodetic Survey in June 2012.
 AA6809
 AA6809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6809.been affixed to the stable North American tectonic plate. See 
 AA6809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6809
 AA6809.The horizontal coordinates are valid at the epoch date displayed above
 AA6809.which is a decimal equivalence of Year/Month/Day.
 AA6809
 AA6809.The orthometric height was determined by GPS observations and a
 AA6809.high-resolution geoid model using precise GPS observation and
 AA6809.processing techniques.
 AA6809
 AA6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6809.GEOID18 height accuracy estimate available here.
 AA6809
 AA6809.Click photographs - Photos may exist for this station.
 AA6809
 AA6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6809
 AA6809.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6809
 AA6809.The ellipsoidal height was determined by GPS observations
 AA6809.and is referenced to NAD 83.
 AA6809
 AA6809. The following values were computed from the NAD 83(2011) position.
 AA6809
 AA6809;                    North         East     Units Scale Factor Converg.
 AA6809;SPC MI S     -    71,522.577 4,092,052.310   MT  0.99999113   +0 45 28.0
 AA6809;SPC MI S     -   234,654.12 13,425,368.47   iFT  0.99999113   +0 45 28.0
 AA6809;UTM  17      - 4,667,600.802   313,799.817   MT  1.00002662   -1 30 43.6
 AA6809
 AA6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6809!SPC MI S     -   0.99997681  x   0.99999113  =   0.99996794
 AA6809!UTM  17      -   0.99997681  x   1.00002662  =   1.00000343
 AA6809
 AA6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1379967600(NAD 83)
 AA6809
 AA6809                          SUPERSEDED SURVEY CONTROL
 AA6809
 AA6809  NAD 83(2007)-  42 08 18.27200(N)    083 15 11.32806(W) AD(2002.00) 1
 AA6809  NAD 83(2007)-  42 08 18.27312(N)    083 15 11.32656(W) AD(2002.00) 0
 AA6809  ELLIP H (02/10/07)  147.893  (m)                       GP(2002.00)    
 AA6809  ELLIP H (07/12/02)  147.949  (m)                       GP(       ) 4 1
 AA6809  NAD 83(1994)-  42 08 18.27259(N)    083 15 11.32588(W) AD(       ) 1
 AA6809  ELLIP H (02/03/97)  147.989  (m)                       GP(       ) 4 1
 AA6809  NAD 83(1986)-  42 08 18.27998(N)    083 15 11.35503(W) AD(       ) 1
 AA6809  NAVD 88 (07/20/95)  182.6    (m)  GEOID93  model used  GPS OBS        
 AA6809
 AA6809.Superseded values are not recommended for survey control.
 AA6809
 AA6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6809.See file dsdata.pdf to determine how the superseded data were derived.
 AA6809
 AA6809_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6809_STAMPING: 18-2 1994
 AA6809_MARK LOGO: MI-163
 AA6809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6809+STABILITY: SURFACE MOTION
 AA6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6809+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 AA6809
 AA6809  HISTORY     - Date     Condition        Report By
 AA6809  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6809  HISTORY     - 20010910 GOOD             INDIV
 AA6809  HISTORY     - 20030402 GOOD             INDIV
 AA6809  HISTORY     - 20050718 GOOD             ADVGEO
 AA6809  HISTORY     - 20060501 POOR             MIDT
 AA6809
 AA6809                          STATION DESCRIPTION
 AA6809
 AA6809'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6809'STATION IS LOCATED APPROXIMATELY 3.0 MILESNORTH OF FLAT ROCK, MICHIGAN
 AA6809'ON WEST ROAD ABOUT 1/2 MILE WEST OF I-75. TO REACH FROM THE
 AA6809'INTERSECTION OF INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST
 AA6809'ON WEST ROAD FOR 0.55 MILESTO FAIRWAY STREET AND THE STATION ON THE
 AA6809'RIGHT ON THE EXTENDED CENTERLINE OF FAIRWAY STREET. THE STATION IS A
 AA6809'BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6809'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF WEST ROAD
 AA6809'IS S 0 E, 35.09 FEET, SOUTH EDGE OF WALK IS N 0 W, 18.04 FEET,
 AA6809'CENTERLINE OF HYDRANT IS S 85 E, 36.74 FEET,  CENTERLINE OF MANHOLE IS
 AA6809'N 50 W, 34.65 FEET.
 AA6809
 AA6809                          STATION RECOVERY (2001)
 AA6809
 AA6809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6809'THE REFERENCES TO THE HYDRANT, WALK AND MANHOLE CONTINUE TO BE VALID.
 AA6809
 AA6809                          STATION RECOVERY (2003)
 AA6809
 AA6809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6809'RECOVERED IN GOOD CONDITION.
 AA6809
 AA6809                          STATION RECOVERY (2005)
 AA6809
 AA6809'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA6809'RECOVERED IN GOOD CONDITION.
 AA6809
 AA6809                          STATION RECOVERY (2006)
 AA6809
 AA6809'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6809'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  CARSONITE WITNESS
 AA6809'POST 0.76 METERS (2.5 FEET) NORTH OF DISK.  MONUMENT IS IN GOOD
 AA6809'CONDITION HOWEVER DISK SPINS EASILY.  --  NOTE-- MONUMENT POSSIBLY
 AA6809'DESTROYED.
 AA6809'
 AA6809'--NOTE-- RE-MON DISK IS NOT ON IRON, LAYING NEXT THE 1/2 INCH (3 CM)
 AA6809'RE-ROD.  RE-ROD IS IN GOOD CONDITION.  --MONUMENT DESTROYED--.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0626 ***********************************************************************
 NE0626  DESIGNATION -  18 250 C OF D
 NE0626  PID         -  NE0626
 NE0626  STATE/COUNTY-  MI/WAYNE
 NE0626  COUNTRY     -  US
 NE0626  USGS QUAD   -  DETROIT (2017)
 NE0626
 NE0626                         *CURRENT SURVEY CONTROL
 NE0626  ______________________________________________________________________
 NE0626* NAD 83(1986) POSITION- 42 18 35.0    (N) 083 05 05.7    (W)   HD_HELD2
 NE0626* NAVD 88 ORTHO HEIGHT -   177.155 (meters)      581.22  (feet) ADJUSTED
 NE0626  ______________________________________________________________________
 NE0626  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 NE0626  DYNAMIC HEIGHT  -        177.102 (meters)      581.04  (feet) COMP
 NE0626  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 NE0626
 NE0626  VERT ORDER      -  FIRST     CLASS 0
 NE0626
 NE0626.The horizontal coordinates were established by autonomous hand held GPS
 NE0626.observations and have an estimated accuracy of +/- 10 meters.
 NE0626
 NE0626.The orthometric height was determined by differential leveling and
 NE0626.adjusted by the NATIONAL GEODETIC SURVEY
 NE0626.in June 1991.
 NE0626
 NE0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0626.GEOID18 height accuracy estimate available here.
 NE0626
 NE0626.Click photographs - Photos may exist for this station.
 NE0626
 NE0626.The dynamic height is computed by dividing the NAVD 88
 NE0626.geopotential number by the normal gravity value computed on the
 NE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0626.degrees latitude (g = 980.6199 gals.).
 NE0626
 NE0626.The modeled gravity was interpolated from observed gravity values.
 NE0626
 NE0626;                    North         East    Units  Estimated Accuracy
 NE0626;SPC MI S     -    90,747.    4,105,669.      MT  (+/- 10 meters HH2 GPS)
 NE0626
 NE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2816886270(NAD 83)
 NE0626
 NE0626                          SUPERSEDED SURVEY CONTROL
 NE0626
 NE0626  NGVD 29 (11/26/84)  177.331  (m)          581.79   (f) ADJUSTED    1 0
 NE0626
 NE0626.Superseded values are not recommended for survey control.
 NE0626
 NE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0626.See file dsdata.pdf to determine how the superseded data were derived.
 NE0626
 NE0626_MARKER: DD = SURVEY DISK
 NE0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0626_SP_SET: CONCRETE MONUMENT
 NE0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0626
 NE0626  HISTORY     - Date     Condition        Report By
 NE0626  HISTORY     - UNK      MONUMENTED       MI1260
 NE0626  HISTORY     - 1970     GOOD             USLS
 NE0626  HISTORY     - 1980     GOOD             NGS
 NE0626
 NE0626                          STATION DESCRIPTION
 NE0626
 NE0626'DESCRIBED BY US LAKE SURVEY 1970
 NE0626'AT DETROIT.
 NE0626'BM CITY 18 250, A BENCH MARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0626'THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, ON THE
 NE0626'NORTHEAST CORNER OF SCOTTEN AND JEFFERSON AVENUES, IN THE
 NE0626'SIDEWALK, 7.8 FEET FROM THE SCOTTEN AVENUE CURB, 5.8 FEET FROM
 NE0626'THE JEFFERSON AVENUE CURB, UNDER AN 8-INCH HAND HOLE COVER, IN A
 NE0626'WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0626'SET INTO THE CONCRETE MONUMENT.
 NE0626
 NE0626                          STATION RECOVERY (1980)
 NE0626
 NE0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0626'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND SCOTTEN
 NE0626'STREET, 2.4 METERS (7.8 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0626'SCOTTEN STREET, 1.8 METERS (5.8 FEET) NORTHWEST OF THE NORTHWEST
 NE0626'CURB OF WEST JEFFERSON AVENUE AND ACCESS IS THRU A 6-INCH COVER
 NE0626'WHICH HAS TO BE TRUNED TO OPEN. NOTE THE DISK IS PARTLY COVERED
 NE0626'WITH THE CONCRETE PROTECTION PIPE, CAUTION SHOULD BE TAKEN ON HOLDING
 NE0626'ELEVATION ON THIS MARK.
 NE0626'THE MARK IS 0.15 M BELOW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0194 ***********************************************************************
 NF0194  DESIGNATION -  18 H 1
 NF0194  PID         -  NF0194
 NF0194  STATE/COUNTY-  MI/CALHOUN
 NF0194  COUNTRY     -  US
 NF0194  USGS QUAD   -  SOUTHWEST ALBION (2017)
 NF0194
 NF0194                         *CURRENT SURVEY CONTROL
 NF0194  ______________________________________________________________________
 NF0194* NAD 83(1986) POSITION- 42 09 33.     (N) 084 49 18.     (W)   SCALED
 NF0194* NAVD 88 ORTHO HEIGHT -   307.120 (meters)     1007.61  (feet) ADJUSTED
 NF0194  ______________________________________________________________________
 NF0194  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 NF0194  DYNAMIC HEIGHT  -        307.012 (meters)     1007.26  (feet) COMP
 NF0194  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 NF0194
 NF0194  VERT ORDER      -  SECOND    CLASS 0
 NF0194
 NF0194.The horizontal coordinates were scaled from a map and have
 NF0194.an estimated accuracy of +/- 6 seconds.
 NF0194
 NF0194.The orthometric height was determined by differential leveling and
 NF0194.adjusted by the NATIONAL GEODETIC SURVEY
 NF0194.in June 1991.
 NF0194
 NF0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0194.GEOID18 height accuracy estimate available here.
 NF0194
 NF0194.Click photographs - Photos may exist for this station.
 NF0194
 NF0194.The dynamic height is computed by dividing the NAVD 88
 NF0194.geopotential number by the normal gravity value computed on the
 NF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0194.degrees latitude (g = 980.6199 gals.).
 NF0194
 NF0194.The modeled gravity was interpolated from observed gravity values.
 NF0194
 NF0194;                    North         East    Units  Estimated Accuracy
 NF0194;SPC MI S     -    73,320.    3,962,400.      MT  (+/- 180 meters Scaled)
 NF0194
 NF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM799697(NAD 83)
 NF0194
 NF0194                          SUPERSEDED SURVEY CONTROL
 NF0194
 NF0194  NGVD 29 (??/??/92)  307.246  (m)         1008.02   (f) ADJ UNCH    2 0
 NF0194
 NF0194.Superseded values are not recommended for survey control.
 NF0194
 NF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0194.See file dsdata.pdf to determine how the superseded data were derived.
 NF0194
 NF0194_MARKER: DD = SURVEY DISK
 NF0194_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0194_STAMPING: 18 H 1
 NF0194_MARK LOGO: CGS+SS
 NF0194_PROJECTION: FLUSH
 NF0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0194+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 NF0194
 NF0194  HISTORY     - Date     Condition        Report By
 NF0194  HISTORY     - 1934     MONUMENTED       MIGS
 NF0194  HISTORY     - 20011128 GOOD             NGS
 NF0194  HISTORY     - 20050623 GOOD             MIDT
 NF0194  HISTORY     - 20070530 GOOD             MIDT
 NF0194
 NF0194                          STATION DESCRIPTION
 NF0194
 NF0194'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0194'1.4 MI N FROM HOMER.
 NF0194'1.4 MILES NORTH ALONG A TOWN-LINE ROAD FROM HOMER, CALHOUN
 NF0194'COUNTY, 0.7 MILE EAST OF THE INTERSECTION WITH COUNTY HIGHWAY
 NF0194'555, 111 YARDS WEST OF THE INTERSECTION WITH AN OLD RAILROAD
 NF0194'GRADE, 15 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE
 NF0194'OF A.H. THOMAS, 12 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NF0194'AND 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE SURROUNDING
 NF0194'A GARDEN.  A STATE SURVEY STANDARD DISK, STAMPED 18 H 1 AND SET
 NF0194'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NF0194
 NF0194                          STATION RECOVERY (2001)
 NF0194
 NF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0194'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0194
 NF0194                          STATION RECOVERY (2005)
 NF0194
 NF0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GRH)
 NF0194'THE STATION IS LOCATED 16.1 KM SOUTHEAST OF MARSHALL, 15.7 KM
 NF0194'EAST-NORTHEAST OF TEKONSHA, 14.7 KM WEST OF CONCORD AND 11.3 KM
 NF0194'SOUTH-SOUTHWEST OF ALBION.
 NF0194'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M 60 (W
 NF0194'LEIGH ST) AND M 99 (N HILLSDALE ST) IN HOMER, GO WESTERLY ON M 60 FOR
 NF0194'0.8 KM TO THE INTERSECTION OF 24 1/2 MILE RD.  TURN RIGHT AND GO
 NF0194'NORTHERLY ON 24 1/2 MILE RD FOR 1.3 KM TO THE INTERSECTION OF L DRIVE
 NF0194'SOUTH, TURN LEFT AND GO WESTERLY ON L DRIVE SOUTH FOR 0.2 KM TO THE
 NF0194'STATION ON THE RIGHT.
 NF0194'THE STATION IS LOCATED 198 M WEST OF 24 1/2 MILE RD, 10.1 M NORTH OF
 NF0194'CENTERLINE OF L DRIVE SOUTH, 4.3 M WEST OF THE CENTERLINE OF DRIVEWAY
 NF0194'LEADING TO HOUSE NUMBER 24405 AND 2.3 M SOUTH OF A 0.8 M IN DIAMETER
 NF0194'MAPLE TREE.
 NF0194
 NF0194                          STATION RECOVERY (2007)
 NF0194
 NF0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0194'MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 NF0194'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0198 ***********************************************************************
 NF0198  DESIGNATION -  18 J 1
 NF0198  PID         -  NF0198
 NF0198  STATE/COUNTY-  MI/CALHOUN
 NF0198  COUNTRY     -  US
 NF0198  USGS QUAD   -  SOUTHWEST ALBION (2017)
 NF0198
 NF0198                         *CURRENT SURVEY CONTROL
 NF0198  ______________________________________________________________________
 NF0198* NAD 83(1986) POSITION- 42 08 45.     (N) 084 48 33.     (W)   SCALED
 NF0198* NAVD 88 ORTHO HEIGHT -   302.978 (meters)      994.02  (feet) ADJUSTED
 NF0198  ______________________________________________________________________
 NF0198  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 NF0198  DYNAMIC HEIGHT  -        302.871 (meters)      993.67  (feet) COMP
 NF0198  MODELED GRAVITY -    980,259.3   (mgal)                       NAVD 88
 NF0198
 NF0198  VERT ORDER      -  SECOND    CLASS 0
 NF0198
 NF0198.The horizontal coordinates were scaled from a map and have
 NF0198.an estimated accuracy of +/- 6 seconds.
 NF0198
 NF0198.The orthometric height was determined by differential leveling and
 NF0198.adjusted by the NATIONAL GEODETIC SURVEY
 NF0198.in June 1991.
 NF0198
 NF0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0198.GEOID18 height accuracy estimate available here.
 NF0198
 NF0198.Click photographs - Photos may exist for this station.
 NF0198
 NF0198.The dynamic height is computed by dividing the NAVD 88
 NF0198.geopotential number by the normal gravity value computed on the
 NF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0198.degrees latitude (g = 980.6199 gals.).
 NF0198
 NF0198.The modeled gravity was interpolated from observed gravity values.
 NF0198
 NF0198;                    North         East    Units  Estimated Accuracy
 NF0198;SPC MI S     -    71,840.    3,963,420.      MT  (+/- 180 meters Scaled)
 NF0198
 NF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM810682(NAD 83)
 NF0198
 NF0198                          SUPERSEDED SURVEY CONTROL
 NF0198
 NF0198  NGVD 29 (??/??/92)  303.103  (m)          994.43   (f) ADJ UNCH    2 0
 NF0198
 NF0198.Superseded values are not recommended for survey control.
 NF0198
 NF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0198.See file dsdata.pdf to determine how the superseded data were derived.
 NF0198
 NF0198_MARKER: DD = SURVEY DISK
 NF0198_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0198_STAMPING: 18 J 1
 NF0198_MARK LOGO: CGS+SS
 NF0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0198
 NF0198  HISTORY     - Date     Condition        Report By
 NF0198  HISTORY     - 1934     MONUMENTED       MIGS
 NF0198  HISTORY     - 19920401 POOR             LOCENG
 NF0198  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0198
 NF0198                          STATION DESCRIPTION
 NF0198
 NF0198'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0198'AT HOMER.
 NF0198'AT HOMER, CALHOUN COUNTY, AT THE INTERSECTION OF WEST MAIN AND
 NF0198'HILLSDALE STREETS, IN THE PARK, 3 YARDS WEST OF THE WEST FACE
 NF0198'OF THE FOUNTAIN, 4 YARDS SOUTH OF A FLAGPOLE, AND 9 YARDS
 NF0198'NORTHEAST OF A HARD MAPLE TREE.  A STATE SURVEY STANDARD DISK,
 NF0198'STAMPED 18 J 1 AND SET IN THE TOP OF A CONCRETE POST.
 NF0198
 NF0198                          STATION RECOVERY (1992)
 NF0198
 NF0198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF0198'RECOVERED IN POOR CONDITION.  NOTE--MARK HAS BEEN PAINTED MANY TIMES
 NF0198'AND REPORTED MOVED MANY TIMES.  USE WITH CAUTION.
 NF0198
 NF0198                          STATION RECOVERY (2001)
 NF0198
 NF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0198'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0203 ***********************************************************************
 NF0203  DESIGNATION -  18 P 1
 NF0203  PID         -  NF0203
 NF0203  STATE/COUNTY-  MI/HILLSDALE
 NF0203  COUNTRY     -  US
 NF0203  USGS QUAD   -  LITCHFIELD (2017)
 NF0203
 NF0203                         *CURRENT SURVEY CONTROL
 NF0203  ______________________________________________________________________
 NF0203* NAD 83(1986) POSITION- 42 04 20.     (N) 084 46 22.     (W)   SCALED
 NF0203* NAVD 88 ORTHO HEIGHT -   309.400 (meters)     1015.09  (feet) ADJUSTED
 NF0203  ______________________________________________________________________
 NF0203  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 NF0203  DYNAMIC HEIGHT  -        309.288 (meters)     1014.72  (feet) COMP
 NF0203  MODELED GRAVITY -    980,251.7   (mgal)                       NAVD 88
 NF0203
 NF0203  VERT ORDER      -  SECOND    CLASS 0
 NF0203
 NF0203.The horizontal coordinates were scaled from a map and have
 NF0203.an estimated accuracy of +/- 6 seconds.
 NF0203
 NF0203.The orthometric height was determined by differential leveling and
 NF0203.adjusted by the NATIONAL GEODETIC SURVEY
 NF0203.in June 1991.
 NF0203
 NF0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0203.GEOID18 height accuracy estimate available here.
 NF0203
 NF0203.Click photographs - Photos may exist for this station.
 NF0203
 NF0203.The dynamic height is computed by dividing the NAVD 88
 NF0203.geopotential number by the normal gravity value computed on the
 NF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0203.degrees latitude (g = 980.6199 gals.).
 NF0203
 NF0203.The modeled gravity was interpolated from observed gravity values.
 NF0203
 NF0203;                    North         East    Units  Estimated Accuracy
 NF0203;SPC MI S     -    63,640.    3,966,390.      MT  (+/- 180 meters Scaled)
 NF0203
 NF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM842601(NAD 83)
 NF0203
 NF0203                          SUPERSEDED SURVEY CONTROL
 NF0203
 NF0203  NGVD 29 (??/??/92)  309.520  (m)         1015.48   (f) ADJ UNCH    2 0
 NF0203
 NF0203.Superseded values are not recommended for survey control.
 NF0203
 NF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0203.See file dsdata.pdf to determine how the superseded data were derived.
 NF0203
 NF0203_MARKER: DD = SURVEY DISK
 NF0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0203_STAMPING: 18 P 1
 NF0203_MARK LOGO: CGS+SS
 NF0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0203+STABILITY: SURFACE MOTION
 NF0203
 NF0203  HISTORY     - Date     Condition        Report By
 NF0203  HISTORY     - 1934     MONUMENTED       MIGS
 NF0203  HISTORY     - 20230111 MARK NOT FOUND   MIDT
 NF0203
 NF0203                          STATION DESCRIPTION
 NF0203
 NF0203'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0203'2.5 MI N FROM LITCHFIELD.
 NF0203'2.5 MILES NORTH ALONG A COUNTY ROAD FROM THE NEW YORK CENTRAL
 NF0203'RAILROAD STATION AT LITCHFIELD, HILLSDALE COUNTY, 150 YARDS
 NF0203'NORTHEAST OF THE CROSSING OF A COUNTY-LINE ROAD AND THE NEW
 NF0203'YORK CENTRAL RAILROAD, ON THE FARM OWNED BY ANNIE WOLLUM, 82
 NF0203'YARDS EAST OF THE EAST RAIL, 19.5 YARDS WEST OF THE NORTH
 NF0203'CORNER OF A BARN, 13 YARDS SOUTH OF THE NORTHEAST CORNER OF
 NF0203'AN ORCHARD, AND 2 FEET WEST OF BARNYARD FENCE.  A STATE SURVEY
 NF0203'STANDARD DISK, STAMPED 18 P 1 AND SET IN THE TOP OF A CONCRETE
 NF0203'POST.
 NF0203
 NF0203                          STATION RECOVERY (2023)
 NF0203
 NF0203'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0486 ***********************************************************************
 NF0486  DESIGNATION -  180 1/2
 NF0486  PID         -  NF0486
 NF0486  STATE/COUNTY-  MI/CALHOUN
 NF0486  COUNTRY     -  US
 NF0486  USGS QUAD   -  BATTLE CREEK (2017)
 NF0486
 NF0486                         *CURRENT SURVEY CONTROL
 NF0486  ______________________________________________________________________
 NF0486* NAD 83(1986) POSITION- 42 21 13.     (N) 085 07 50.     (W)   SCALED
 NF0486* NAVD 88 ORTHO HEIGHT -   257.119 (meters)      843.56  (feet) ADJUSTED
 NF0486  ______________________________________________________________________
 NF0486  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 NF0486  DYNAMIC HEIGHT  -        257.037 (meters)      843.30  (feet) COMP
 NF0486  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 NF0486
 NF0486  VERT ORDER      -  SECOND    CLASS 0
 NF0486
 NF0486.The horizontal coordinates were scaled from a map and have
 NF0486.an estimated accuracy of +/- 6 seconds.
 NF0486
 NF0486.The orthometric height was determined by differential leveling and
 NF0486.adjusted by the NATIONAL GEODETIC SURVEY
 NF0486.in June 1991.
 NF0486
 NF0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0486.GEOID18 height accuracy estimate available here.
 NF0486
 NF0486.Click photographs - Photos may exist for this station.
 NF0486
 NF0486.The dynamic height is computed by dividing the NAVD 88
 NF0486.geopotential number by the normal gravity value computed on the
 NF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0486.degrees latitude (g = 980.6199 gals.).
 NF0486
 NF0486.The modeled gravity was interpolated from observed gravity values.
 NF0486
 NF0486;                    North         East    Units  Estimated Accuracy
 NF0486;SPC MI S     -    95,100.    3,937,070.      MT  (+/- 180 meters Scaled)
 NF0486
 NF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM539907(NAD 83)
 NF0486
 NF0486                          SUPERSEDED SURVEY CONTROL
 NF0486
 NF0486  NGVD 29 (??/??/92)  257.249  (m)          843.99   (f) ADJ UNCH    2 0
 NF0486
 NF0486.Superseded values are not recommended for survey control.
 NF0486
 NF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0486.See file dsdata.pdf to determine how the superseded data were derived.
 NF0486
 NF0486_MARKER: B = BOLT
 NF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0486_STAMPING: 180-1/2
 NF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0486+STABILITY: SURFACE MOTION
 NF0486
 NF0486  HISTORY     - Date     Condition        Report By
 NF0486  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0486  HISTORY     - 1934     GOOD             CGS
 NF0486  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0486
 NF0486                          STATION DESCRIPTION
 NF0486
 NF0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0486'4.5 MI NE FROM BATTLE CREEK.
 NF0486'4.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0486'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0486'COUNTY, 1.6 MILES NORTHEAST OF THE VERONA ROAD CROSSING, 0.5
 NF0486'MILE NORTHEAST OF MILEPOST C 180, WEST OF POWER-TRANSMISSION
 NF0486'LINE POLE 105, 14.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 NF0486'THE NORTHWEST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A
 NF0486'COPPER BOLT, STAMPED 180-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0486'POST.
 NF0486
 NF0486                          STATION RECOVERY (1997)
 NF0486
 NF0486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0484 ***********************************************************************
 NF0484  DESIGNATION -  181 1/2
 NF0484  PID         -  NF0484
 NF0484  STATE/COUNTY-  MI/CALHOUN
 NF0484  COUNTRY     -  US
 NF0484  USGS QUAD   -  CERESCO (2017)
 NF0484
 NF0484                         *CURRENT SURVEY CONTROL
 NF0484  ______________________________________________________________________
 NF0484* NAD 83(1986) POSITION- 42 21 53.     (N) 085 07 05.     (W)   SCALED
 NF0484* NAVD 88 ORTHO HEIGHT -   252.742 (meters)      829.20  (feet) ADJUSTED
 NF0484  ______________________________________________________________________
 NF0484  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 NF0484  DYNAMIC HEIGHT  -        252.661 (meters)      828.94  (feet) COMP
 NF0484  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 NF0484
 NF0484  VERT ORDER      -  SECOND    CLASS 0
 NF0484
 NF0484.The horizontal coordinates were scaled from a map and have
 NF0484.an estimated accuracy of +/- 6 seconds.
 NF0484
 NF0484.The orthometric height was determined by differential leveling and
 NF0484.adjusted by the NATIONAL GEODETIC SURVEY
 NF0484.in June 1991.
 NF0484
 NF0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0484.GEOID18 height accuracy estimate available here.
 NF0484
 NF0484.Click photographs - Photos may exist for this station.
 NF0484
 NF0484.The dynamic height is computed by dividing the NAVD 88
 NF0484.geopotential number by the normal gravity value computed on the
 NF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0484.degrees latitude (g = 980.6199 gals.).
 NF0484
 NF0484.The modeled gravity was interpolated from observed gravity values.
 NF0484
 NF0484;                    North         East    Units  Estimated Accuracy
 NF0484;SPC MI S     -    96,330.    3,938,110.      MT  (+/- 180 meters Scaled)
 NF0484
 NF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM549919(NAD 83)
 NF0484
 NF0484                          SUPERSEDED SURVEY CONTROL
 NF0484
 NF0484  NGVD 29 (??/??/92)  252.874  (m)          829.64   (f) ADJ UNCH    2 0
 NF0484
 NF0484.Superseded values are not recommended for survey control.
 NF0484
 NF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0484.See file dsdata.pdf to determine how the superseded data were derived.
 NF0484
 NF0484_MARKER: B = BOLT
 NF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0484_STAMPING: 181-1/2
 NF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0484+STABILITY: SURFACE MOTION
 NF0484
 NF0484  HISTORY     - Date     Condition        Report By
 NF0484  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0484  HISTORY     - 1934     GOOD             CGS
 NF0484  HISTORY     - 1964     GOOD             CGS
 NF0484  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0484
 NF0484                          STATION DESCRIPTION
 NF0484
 NF0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0484'5.5 MI NE FROM BATTLE CREEK.
 NF0484'5.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0484'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0484'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 181, 165 YARDS NORTHEAST
 NF0484'OF THE NORTHEAST ABUTMENT OF BRIDGE 181.40, 27.8 FEET NORTHWEST
 NF0484'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 5 FEET LOWER
 NF0484'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 181-1/2 AND
 NF0484'SET IN THE TOP OF A CONCRETE POST.
 NF0484
 NF0484                          STATION RECOVERY (1964)
 NF0484
 NF0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NF0484'RECOVERED IN GOOD CONDITION.
 NF0484
 NF0484                          STATION RECOVERY (1997)
 NF0484
 NF0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0482 ***********************************************************************
 NF0482  DESIGNATION -  183 1/2
 NF0482  PID         -  NF0482
 NF0482  STATE/COUNTY-  MI/CALHOUN
 NF0482  COUNTRY     -  US
 NF0482  USGS QUAD   -  BELLEVUE (2017)
 NF0482
 NF0482                         *CURRENT SURVEY CONTROL
 NF0482  ______________________________________________________________________
 NF0482* NAD 83(1986) POSITION- 42 22 43.     (N) 085 05 06.     (W)   SCALED
 NF0482* NAVD 88 ORTHO HEIGHT -   259.243 (meters)      850.53  (feet) ADJUSTED
 NF0482  ______________________________________________________________________
 NF0482  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 NF0482  DYNAMIC HEIGHT  -        259.160 (meters)      850.26  (feet) COMP
 NF0482  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 NF0482
 NF0482  VERT ORDER      -  SECOND    CLASS 0
 NF0482
 NF0482.The horizontal coordinates were scaled from a map and have
 NF0482.an estimated accuracy of +/- 6 seconds.
 NF0482
 NF0482.The orthometric height was determined by differential leveling and
 NF0482.adjusted by the NATIONAL GEODETIC SURVEY
 NF0482.in June 1991.
 NF0482
 NF0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0482.GEOID18 height accuracy estimate available here.
 NF0482
 NF0482.Click photographs - Photos may exist for this station.
 NF0482
 NF0482.The dynamic height is computed by dividing the NAVD 88
 NF0482.geopotential number by the normal gravity value computed on the
 NF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0482.degrees latitude (g = 980.6199 gals.).
 NF0482
 NF0482.The modeled gravity was interpolated from observed gravity values.
 NF0482
 NF0482;                    North         East    Units  Estimated Accuracy
 NF0482;SPC MI S     -    97,850.    3,940,840.      MT  (+/- 180 meters Scaled)
 NF0482
 NF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM576935(NAD 83)
 NF0482
 NF0482                          SUPERSEDED SURVEY CONTROL
 NF0482
 NF0482  NGVD 29 (??/??/92)  259.371  (m)          850.95   (f) ADJ UNCH    2 0
 NF0482
 NF0482.Superseded values are not recommended for survey control.
 NF0482
 NF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0482.See file dsdata.pdf to determine how the superseded data were derived.
 NF0482
 NF0482_MARKER: B = BOLT
 NF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0482_STAMPING: 183-1/2
 NF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0482+STABILITY: SURFACE MOTION
 NF0482
 NF0482  HISTORY     - Date     Condition        Report By
 NF0482  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0482  HISTORY     - 1934     GOOD             CGS
 NF0482  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0482
 NF0482                          STATION DESCRIPTION
 NF0482
 NF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0482'7.5 MI NE FROM BATTLE CREEK.
 NF0482'7.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0482'FROM THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK,
 NF0482'CALHOUN COUNTY, 1.0 MILE NORTHEAST OF THE PENFIELD CROSSING,
 NF0482'0.5 MILE NORTHEAST OF MILEPOST C 183, 26 YARDS SOUTHWEST OF
 NF0482'POWER-TRANSMISSION LINE POLE 100, 14.8 FEET NORTHWEST OF THE
 NF0482'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1 FOOT LOWER THAN THE
 NF0482'TOP OF THE RAIL.  A COPPER BOLT, STAMPED 183-1/2 AND SET IN THE
 NF0482'TOP OF A CONCRETE POST.
 NF0482
 NF0482                          STATION RECOVERY (1997)
 NF0482
 NF0482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5212 ***********************************************************************
 DL5212  DESIGNATION -  18301
 DL5212  PID         -  DL5212
 DL5212  STATE/COUNTY-  MI/ISABELLA
 DL5212  COUNTRY     -  US
 DL5212  USGS QUAD   -  LOOMIS (2017)
 DL5212
 DL5212                         *CURRENT SURVEY CONTROL
 DL5212  ______________________________________________________________________
 DL5212* NAD 83(1986) POSITION- 43 48 40.40   (N) 084 44 34.20   (W)   HD_HELD1
 DL5212* NAVD 88 ORTHO HEIGHT -   253.360 (meters)      831.23  (feet) ADJUSTED
 DL5212  ______________________________________________________________________
 DL5212  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 DL5212  DYNAMIC HEIGHT  -        253.313 (meters)      831.08  (feet) COMP
 DL5212  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 DL5212
 DL5212  VERT ORDER      -  FIRST     CLASS II
 DL5212
 DL5212.The horizontal coordinates were determined by differentially corrected
 DL5212.hand held GPS observations or other comparable positioning techniques
 DL5212.and have an estimated accuracy of +/- 3 meters.
 DL5212
 DL5212.The orthometric height was determined by differential leveling and
 DL5212.adjusted by the NATIONAL GEODETIC SURVEY
 DL5212.in October 2009.
 DL5212
 DL5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5212.GEOID18 height accuracy estimate available here.
 DL5212
 DL5212.Click photographs - Photos may exist for this station.
 DL5212
 DL5212.The dynamic height is computed by dividing the NAVD 88
 DL5212.geopotential number by the normal gravity value computed on the
 DL5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5212.degrees latitude (g = 980.6199 gals.).
 DL5212
 DL5212.The modeled gravity was interpolated from observed gravity values.
 DL5212
 DL5212;                    North         East    Units  Estimated Accuracy
 DL5212;SPC MI S     -   256,807.6   3,969,732.6     MT  (+/- 3 meters HH1 GPS) 
 DL5212
 DL5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8154153382(NAD 83)
 DL5212
 DL5212                          SUPERSEDED SURVEY CONTROL
 DL5212
 DL5212.No superseded survey control is available for this station.
 DL5212
 DL5212_MARKER: DD = SURVEY DISK
 DL5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5212_STAMPING: MDOT 18301
 DL5212_MARK LOGO: MIDT
 DL5212_PROJECTION: RECESSED 8 CENTIMETERS
 DL5212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5212+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DL5212
 DL5212  HISTORY     - Date     Condition        Report By
 DL5212  HISTORY     - 1999     MONUMENTED       MIDT
 DL5212  HISTORY     - 20080327 GOOD             COLEM
 DL5212  HISTORY     - 20090519 GOOD             MIDT
 DL5212  HISTORY     - 20150422 GOOD             INDIV
 DL5212
 DL5212                          STATION DESCRIPTION
 DL5212
 DL5212'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5212'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH BUSINESS
 DL5212'HIGHWAY 10, ABOUT 1.40 MI (2.3 KM) SOUTHEAST OF CLARE, MICHIGAN, GO,
 DL5212'SOUTHEAST ON BUSINESS HIGHWAY 10 FOR 0.5 MI (0.8 KM) TO THE STATION ON
 DL5212'THE RIGHT.
 DL5212'
 DL5212'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5212'IN THE TOP OF A 4 INCH (10 CM) BY 4 INCH (10 CM) CONCRETE POST.
 DL5212'
 DL5212'THE STATION IS 125.5 FT (38.3 M) SOUTHEAST OF A POWER POLE, 28.9 FT
 DL5212'(8.8 M) SOUTHWEST OF BUSINESS HIGHWAY 10, 14.7 FT (4.5 M) NORTHEAST OF
 DL5212'A NAIL WITH RIBBON IN A 12 INCH (30 CM) TREE, 12.0 FT (3.7 M)
 DL5212'NORTHEAST 0F A ORANGE CARSONITE WITNESS POST.
 DL5212
 DL5212                          STATION RECOVERY (2009)
 DL5212
 DL5212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL5212'RECOVERED AS DESCRIBED.
 DL5212
 DL5212                          STATION RECOVERY (2015)
 DL5212
 DL5212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (MDC)
 DL5212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0481 ***********************************************************************
 NF0481  DESIGNATION -  184 1/2
 NF0481  PID         -  NF0481
 NF0481  STATE/COUNTY-  MI/CALHOUN
 NF0481  COUNTRY     -  US
 NF0481  USGS QUAD   -  BELLEVUE (2017)
 NF0481
 NF0481                         *CURRENT SURVEY CONTROL
 NF0481  ______________________________________________________________________
 NF0481* NAD 83(1986) POSITION- 42 23 24.     (N) 085 04 22.     (W)   SCALED
 NF0481* NAVD 88 ORTHO HEIGHT -   260.059 (meters)      853.21  (feet) ADJUSTED
 NF0481  ______________________________________________________________________
 NF0481  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 NF0481  DYNAMIC HEIGHT  -        259.975 (meters)      852.93  (feet) COMP
 NF0481  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 NF0481
 NF0481  VERT ORDER      -  SECOND    CLASS 0
 NF0481
 NF0481.The horizontal coordinates were scaled from a map and have
 NF0481.an estimated accuracy of +/- 6 seconds.
 NF0481
 NF0481.The orthometric height was determined by differential leveling and
 NF0481.adjusted by the NATIONAL GEODETIC SURVEY
 NF0481.in June 1991.
 NF0481
 NF0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0481.GEOID18 height accuracy estimate available here.
 NF0481
 NF0481.Click photographs - Photos may exist for this station.
 NF0481
 NF0481.The dynamic height is computed by dividing the NAVD 88
 NF0481.geopotential number by the normal gravity value computed on the
 NF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0481.degrees latitude (g = 980.6199 gals.).
 NF0481
 NF0481.The modeled gravity was interpolated from observed gravity values.
 NF0481
 NF0481;                    North         East    Units  Estimated Accuracy
 NF0481;SPC MI S     -    99,100.    3,941,860.      MT  (+/- 180 meters Scaled)
 NF0481
 NF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM586948(NAD 83)
 NF0481
 NF0481                          SUPERSEDED SURVEY CONTROL
 NF0481
 NF0481  NGVD 29 (??/??/92)  260.19   (m)          853.6    (f) COMPUTED    2 0
 NF0481
 NF0481.Superseded values are not recommended for survey control.
 NF0481
 NF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0481.See file dsdata.pdf to determine how the superseded data were derived.
 NF0481
 NF0481_MARKER: B = BOLT
 NF0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0481_STAMPING: 184-1/2
 NF0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0481+STABILITY: SURFACE MOTION
 NF0481
 NF0481  HISTORY     - Date     Condition        Report By
 NF0481  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0481  HISTORY     - 1934     GOOD             CGS
 NF0481  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0481
 NF0481                          STATION DESCRIPTION
 NF0481
 NF0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0481'8.5 MI NE FROM BATTLE CREEK.
 NF0481'8.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0481'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0481'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 184, AT A PRIVATE ROAD
 NF0481'CROSSING, 26 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD,
 NF0481'10 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 NF0481'AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT,
 NF0481'STAMPED 184-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0481
 NF0481                          STATION RECOVERY (1997)
 NF0481
 NF0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0216 ***********************************************************************
 RJ0216  DESIGNATION -  185
 RJ0216  PID         -  RJ0216
 RJ0216  STATE/COUNTY-  MI/CHIPPEWA
 RJ0216  COUNTRY     -  US
 RJ0216  USGS QUAD   -  OAK RIDGE (2017)
 RJ0216
 RJ0216                         *CURRENT SURVEY CONTROL
 RJ0216  ______________________________________________________________________
 RJ0216* NAD 83(1986) POSITION- 46 22 06.     (N) 084 09 54.     (W)   SCALED
 RJ0216* NAVD 88 ORTHO HEIGHT -   186.199 (meters)      610.89  (feet) ADJUSTED
 RJ0216  ______________________________________________________________________
 RJ0216  GEOID HEIGHT    -        -36.630 (meters)                     GEOID18
 RJ0216  DYNAMIC HEIGHT  -        186.210 (meters)      610.92  (feet) COMP
 RJ0216  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 RJ0216
 RJ0216  VERT ORDER      -  FIRST     CLASS I
 RJ0216
 RJ0216.The horizontal coordinates were scaled from a map and have
 RJ0216.an estimated accuracy of +/- 6 seconds.
 RJ0216
 RJ0216.The orthometric height was determined by differential leveling and
 RJ0216.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0216.in June 1991.
 RJ0216
 RJ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0216.GEOID18 height accuracy estimate available here.
 RJ0216
 RJ0216.Click photographs - Photos may exist for this station.
 RJ0216
 RJ0216.The dynamic height is computed by dividing the NAVD 88
 RJ0216.geopotential number by the normal gravity value computed on the
 RJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0216.degrees latitude (g = 980.6199 gals.).
 RJ0216
 RJ0216.The modeled gravity was interpolated from observed gravity values.
 RJ0216
 RJ0216;                    North         East    Units  Estimated Accuracy
 RJ0216;SPC MI N     -   180,060.    8,218,080.      MT  (+/- 180 meters Scaled)
 RJ0216
 RJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS180388(NAD 83)
 RJ0216
 RJ0216                          SUPERSEDED SURVEY CONTROL
 RJ0216
 RJ0216  NGVD 29 (??/??/92)  186.184  (m)          610.84   (f) ADJ UNCH    1 1
 RJ0216
 RJ0216.Superseded values are not recommended for survey control.
 RJ0216
 RJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0216.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0216
 RJ0216_MARKER: Z = SEE DESCRIPTION
 RJ0216_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0216+WITH SETTING: INTO GROUND
 RJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0216+STABILITY: SURFACE MOTION
 RJ0216
 RJ0216  HISTORY     - Date     Condition        Report By
 RJ0216  HISTORY     - 1969     MONUMENTED       NONE
 RJ0216  HISTORY     - 1969     GOOD             USLS
 RJ0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0216
 RJ0216                          STATION DESCRIPTION
 RJ0216
 RJ0216'DESCRIBED BY US LAKE SURVEY 1969
 RJ0216'AT SUGAR ISLAND.
 RJ0216'185 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0216'DOCK PROCEED EAST 4.9 MILES ON PAVED ROD, TURN RIGHT, GO 1.6
 RJ0216'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0216'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO
 RJ0216'2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION,
 RJ0216'TURN RIGHT, GO 2.3 MILES TO VICINITY OF MARK ON RIGHT, 97.0 FEET
 RJ0216'NORTH WEST OF UTILITY POLE NO. 206, 70.0 FEET SOUTHWEST OF
 RJ0216'UTILITY POLE NO. SU I 185, 57 FEET SOUTHEAST OF CENTERLINE OF
 RJ0216'ROAD, 54.8 FEET SOUTHEAST OF UTILITY POLE NO. 207, 1/2-FOOT
 RJ0216'BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 RJ0216'5/8-INCH DIAMETER IRON ROD, 7 FEET LONG.
 RJ0216
 RJ0216                          STATION RECOVERY (1983)
 RJ0216
 RJ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0216'NOT RECOVERED, INADEQUATE DESCRIPTION, MEASUREMENTS AND DIRECTION
 RJ0216'REFERENCES DO NOT MATCH THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6815 ***********************************************************************
 AA6815  DESIGNATION -  185 190
 AA6815  PID         -  AA6815
 AA6815  STATE/COUNTY-  MI/WAYNE
 AA6815  COUNTRY     -  US
 AA6815  USGS QUAD   -  WYANDOTTE (2017)
 AA6815
 AA6815                         *CURRENT SURVEY CONTROL
 AA6815  ______________________________________________________________________
 AA6815* NAD 83(2011) POSITION- 42 10 13.75828(N) 083 10 43.73877(W)   ADJUSTED
 AA6815* NAD 83(2011) ELLIP HT-   148.909 (meters)        (06/27/12)   ADJUSTED
 AA6815* NAD 83(2011) EPOCH   -  2010.00
 AA6815* NAVD 88 ORTHO HEIGHT -   183.642 (meters)      602.50  (feet) ADJUSTED
 AA6815  ______________________________________________________________________
 AA6815  GEOID HEIGHT    -        -34.736 (meters)                     GEOID18
 AA6815  NAD 83(2011) X  -    562,311.852 (meters)                     COMP
 AA6815  NAD 83(2011) Y  - -4,700,905.296 (meters)                     COMP
 AA6815  NAD 83(2011) Z  -  4,259,757.857 (meters)                     COMP
 AA6815  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 AA6815  DYNAMIC HEIGHT  -        183.583 (meters)      602.31  (feet) COMP
 AA6815  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 AA6815
 AA6815  VERT ORDER      -  SECOND    CLASS I
 AA6815
 AA6815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6815  Standards:
 AA6815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6815  -------------------------------------------------------------------
 AA6815  NETWORK    0.31   0.49           0.14   0.11   0.25     -0.08164877
 AA6815  -------------------------------------------------------------------
 AA6815  Click here for local accuracies and other accuracy information.
 AA6815
 AA6815.The horizontal coordinates were established by GPS observations
 AA6815.and adjusted by the National Geodetic Survey in June 2012.
 AA6815
 AA6815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6815.been affixed to the stable North American tectonic plate. See 
 AA6815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6815
 AA6815.The horizontal coordinates are valid at the epoch date displayed above
 AA6815.which is a decimal equivalence of Year/Month/Day.
 AA6815
 AA6815.The orthometric height was determined by differential leveling and
 AA6815.adjusted by the NATIONAL GEODETIC SURVEY
 AA6815.in July 2007.
 AA6815
 AA6815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6815.GEOID18 height accuracy estimate available here.
 AA6815
 AA6815.Click photographs - Photos may exist for this station.
 AA6815
 AA6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6815
 AA6815.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6815
 AA6815.The ellipsoidal height was determined by GPS observations
 AA6815.and is referenced to NAD 83.
 AA6815
 AA6815.The dynamic height is computed by dividing the NAVD 88
 AA6815.geopotential number by the normal gravity value computed on the
 AA6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6815.degrees latitude (g = 980.6199 gals.).
 AA6815
 AA6815.The modeled gravity was interpolated from observed gravity values.
 AA6815
 AA6815. The following values were computed from the NAD 83(2011) position.
 AA6815
 AA6815;                    North         East     Units Scale Factor Converg.
 AA6815;SPC MI S     -    75,169.441 4,098,146.350   MT  0.99998406   +0 48 30.1
 AA6815;SPC MI S     -   246,618.90 13,445,362.04   iFT  0.99998406   +0 48 30.1
 AA6815;UTM  17      - 4,671,003.436   320,033.720   MT  0.99999853   -1 27 47.2
 AA6815
 AA6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6815!SPC MI S     -   0.99997665  x   0.99998406  =   0.99996071
 AA6815!UTM  17      -   0.99997665  x   0.99999853  =   0.99997518
 AA6815
 AA6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2003371003(NAD 83)
 AA6815
 AA6815                          SUPERSEDED SURVEY CONTROL
 AA6815
 AA6815  ELLIP H (06/10/07)  148.918  (m)                       GP(       ) 4 1
 AA6815  NAD 83(2007)-  42 10 13.75878(N)    083 10 43.73994(W) AD(2002.00) 0
 AA6815  ELLIP H (02/10/07)  148.899  (m)                       GP(2002.00)    
 AA6815  ELLIP H (07/12/02)  148.948  (m)                       GP(       ) 4 1
 AA6815  NAD 83(1994)-  42 10 13.75827(N)    083 10 43.73932(W) AD(       ) 1
 AA6815  ELLIP H (02/03/97)  148.990  (m)                       GP(       ) 4 1
 AA6815  NAD 83(1986)-  42 10 13.76557(N)    083 10 43.76835(W) AD(       ) 1
 AA6815  NAVD 88             183.64   (m)          602.5    (f) LEVELING    3  
 AA6815  NAVD 88 (07/20/95)  183.6    (m)  GEOID93  model used  GPS OBS        
 AA6815
 AA6815.Superseded values are not recommended for survey control.
 AA6815
 AA6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6815.See file dsdata.pdf to determine how the superseded data were derived.
 AA6815
 AA6815_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6815_STAMPING: 185-190 1960
 AA6815_MARK LOGO: MI-163
 AA6815_PROJECTION: RECESSED 3 CENTIMETERS
 AA6815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6815+STABILITY: SURFACE MOTION
 AA6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6815+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2015
 AA6815
 AA6815  HISTORY     - Date     Condition        Report By
 AA6815  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6815  HISTORY     - 20010911 GOOD             INDIV
 AA6815  HISTORY     - 20030402 GOOD             INDIV
 AA6815  HISTORY     - 20050501 GOOD             INDIV
 AA6815  HISTORY     - 20050504 GOOD             INDIV
 AA6815  HISTORY     - 20061108 GOOD             INDIV
 AA6815  HISTORY     - 20061212 POOR             MIDT
 AA6815  HISTORY     - 20151222 GOOD             INDIV
 AA6815
 AA6815                          STATION DESCRIPTION
 AA6815
 AA6815'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6815'STATION IS LOCATED IN RIVERVIEW, MICHIGAN ON SIBLEY ROAD AT THE SOUTH
 AA6815'END OF QUARRY STREET. TO REACH FROM THE INTERSECTION OF M-85 (FORT
 AA6815'STREET) AND SIBLEY ROAD PROCEED EAST ON SIBLEY ROAD FOR 0.5 MILESTO
 AA6815'QUARRY STREET AND AND THE STATION ON THE RIGHT JUST PAST THE EXTENDED
 AA6815'CENTERLINE OF QUARRY. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS
 AA6815'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT IN A CAST
 AA6815'IRON MONUMENT BOX SET FLUSH WITH THE SIDEWALK. THE MONUMENT IS IN THE
 AA6815'CENTER OF A SIDEWALK. CENTERLINE OF SIBLEY ROAD IS N 0 E, 29.0 FEET,
 AA6815'CENTERLINE OF QUARRY STREET EXTENDED SOUTH IS N 90 W, 36.0 FEET.
 AA6815
 AA6815                          STATION RECOVERY (2001)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6815'THE MARK WAS COVERED WITH 1 INCH OF DIRT AND VEGETATION.
 AA6815
 AA6815                          STATION RECOVERY (2003)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2005)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2005)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2006)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2006)
 AA6815
 AA6815'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6815'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS, 4.66 METERS (15.3
 AA6815'FEET) NORTHWEST OF A UTILITY POLE, AND 0.94 METERS (3.1 FEET) SOUTH OF
 AA6815'A WITNESS POST.
 AA6815
 AA6815                          STATION RECOVERY (2015)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 AA6815'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6148 ***********************************************************************
 DN6148  DESIGNATION -  18600
 DN6148  PID         -  DN6148
 DN6148  STATE/COUNTY-  MI/CLARE
 DN6148  COUNTRY     -  US
 DN6148  USGS QUAD   -  CLARE (2017)
 DN6148
 DN6148                         *CURRENT SURVEY CONTROL
 DN6148  ______________________________________________________________________
 DN6148* NAD 83(1986) POSITION- 43 49 48.48   (N) 084 46 05.46   (W)   HD_HELD1
 DN6148* NAVD 88 ORTHO HEIGHT -   253.928 (meters)      833.10  (feet) ADJUSTED
 DN6148  ______________________________________________________________________
 DN6148  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 DN6148  DYNAMIC HEIGHT  -        253.882 (meters)      832.94  (feet) COMP
 DN6148  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DN6148
 DN6148  VERT ORDER      -  FIRST     CLASS II
 DN6148
 DN6148.The horizontal coordinates were determined by differentially corrected
 DN6148.hand held GPS observations or other comparable positioning techniques
 DN6148.and have an estimated accuracy of +/- 3 meters.
 DN6148
 DN6148.The orthometric height was determined by differential leveling and
 DN6148.adjusted by the NATIONAL GEODETIC SURVEY
 DN6148.in April 2012.
 DN6148
 DN6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6148.GEOID18 height accuracy estimate available here.
 DN6148
 DN6148.Click photographs - Photos may exist for this station.
 DN6148
 DN6148.The dynamic height is computed by dividing the NAVD 88
 DN6148.geopotential number by the normal gravity value computed on the
 DN6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6148.degrees latitude (g = 980.6199 gals.).
 DN6148
 DN6148.The modeled gravity was interpolated from observed gravity values.
 DN6148
 DN6148;                    North         East    Units  Estimated Accuracy
 DN6148;SPC MI C     -    57,139.4   5,967,701.1     MT  (+/- 3 meters HH1 GPS) 
 DN6148
 DN6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7944555427(NAD 83)
 DN6148
 DN6148                          SUPERSEDED SURVEY CONTROL
 DN6148
 DN6148.No superseded survey control is available for this station.
 DN6148
 DN6148_MARKER: DD = SURVEY DISK
 DN6148_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN6148_SP_SET: BRIDGE WING WALL
 DN6148_STAMPING: 18600 2009
 DN6148_MARK LOGO: MIDT
 DN6148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6148+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6148
 DN6148  HISTORY     - Date     Condition        Report By
 DN6148  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6148
 DN6148                          STATION DESCRIPTION
 DN6148
 DN6148'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6148'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DN6148'HATTON, 5.7 MI (9.2 KM) WEST-NORTHWEST OF LOOMIS AND 0.7 MI (1.1 KM)
 DN6148'NORTH OF CLARE.
 DN6148'
 DN6148'TO REACH FROM NORTHBOUND US 127 (EXIT 156 BUS 127), GO NORTH-NORTHWEST
 DN6148'ON BUS 127 FOR 3.7 KM (2.3 MI) TO THE INTERSECTION OF WILCOX PARKWAY,
 DN6148'CONTINUE NORTH ON BUS 127 FOR 0.05 KM (0.0 MI) TO STATION ON THE
 DN6148'RIGHT.
 DN6148'
 DN6148'THE STATION IS LOCATED 131.4 FT (40.1 M) NORTH OF THE NORTHWEST CORNER
 DN6148'OF A BLOCK BUILDING, 21.9 FT (6.7 M) SOUTHWEST OF THE CENTERLINE OF
 DN6148'THE TOBACCO RIVER, 8.9 FT (2.7 M) SOUTHEAST OF BACK OF CURB OF BUS 127
 DN6148'AND 6.7 FT (2.0 M) NORTHWEST OF EAST EDGE OF A NORTH-SOUTH RETAINING
 DN6148'WALL AND FT OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6149 ***********************************************************************
 DN6149  DESIGNATION -  18601
 DN6149  PID         -  DN6149
 DN6149  STATE/COUNTY-  MI/CLARE
 DN6149  COUNTRY     -  US
 DN6149  USGS QUAD   -  CLARE (2017)
 DN6149
 DN6149                         *CURRENT SURVEY CONTROL
 DN6149  ______________________________________________________________________
 DN6149* NAD 83(1986) POSITION- 43 50 36.02   (N) 084 46 04.82   (W)   HD_HELD1
 DN6149* NAVD 88 ORTHO HEIGHT -   261.823 (meters)      859.00  (feet) ADJUSTED
 DN6149  ______________________________________________________________________
 DN6149  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DN6149  DYNAMIC HEIGHT  -        261.775 (meters)      858.84  (feet) COMP
 DN6149  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 DN6149
 DN6149  VERT ORDER      -  FIRST     CLASS II
 DN6149
 DN6149.The horizontal coordinates were determined by differentially corrected
 DN6149.hand held GPS observations or other comparable positioning techniques
 DN6149.and have an estimated accuracy of +/- 3 meters.
 DN6149
 DN6149.The orthometric height was determined by differential leveling and
 DN6149.adjusted by the NATIONAL GEODETIC SURVEY
 DN6149.in April 2012.
 DN6149
 DN6149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6149.GEOID18 height accuracy estimate available here.
 DN6149
 DN6149.Click photographs - Photos may exist for this station.
 DN6149
 DN6149.The dynamic height is computed by dividing the NAVD 88
 DN6149.geopotential number by the normal gravity value computed on the
 DN6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6149.degrees latitude (g = 980.6199 gals.).
 DN6149
 DN6149.The modeled gravity was interpolated from observed gravity values.
 DN6149
 DN6149;                    North         East    Units  Estimated Accuracy
 DN6149;SPC MI C     -    58,606.7   5,967,722.6     MT  (+/- 3 meters HH1 GPS) 
 DN6149
 DN6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7942056894(NAD 83)
 DN6149
 DN6149                          SUPERSEDED SURVEY CONTROL
 DN6149
 DN6149.No superseded survey control is available for this station.
 DN6149
 DN6149_MARKER: F = FLANGE-ENCASED ROD
 DN6149_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6149_STAMPING: 18601 2009
 DN6149_MARK LOGO: NONE
 DN6149_PROJECTION: RECESSED 5 CENTIMETERS
 DN6149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6149+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2013
 DN6149_ROD/PIPE-DEPTH: 12.8 meters
 DN6149_SLEEVE-DEPTH  : 0.9 meters
 DN6149
 DN6149  HISTORY     - Date     Condition        Report By
 DN6149  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6149  HISTORY     - 20130805 GOOD             SPICE
 DN6149
 DN6149                          STATION DESCRIPTION
 DN6149
 DN6149'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6149'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF LOOMIS, 6.0
 DN6149'MI (9.7 KM) SOUTH-SOUTHEAST OF HATTON AND 1.6 MI (2.6 KM) NORTH OF
 DN6149'CLARE.
 DN6149'
 DN6149'TO REACH FROM NORTHBOUND US 127 (EXIT 160 BUS 127), TAKE THE RAMP TO
 DN6149'THE INTERSECTION OF EAST COLONVILLE ROAD.  TURN LEFT (WEST) ON EAST
 DN6149'COLONVILLE ROAD FOR 0.1 KM (0.1 MI) TO THE INTERSECTION OF SOUTH CLARE
 DN6149'AVENUE.  TURN LEFT (SOUTH) ON SOUTH CLARE AVENUE FOR 0.04 KM (0.02 MI)
 DN6149'TO THE STATION ON THE LEFT.
 DN6149'
 DN6149'THE STATION IS LOCATED 100.3 FT (30.6 M) NORTH-NORTHEAST OF THE
 DN6149'NORTHBOUND 127 OVERPASS BRIDGE WALL, 83.5 FT (25.5 M) EAST OF THE BACK
 DN6149'OF CURB OF SOUTH CLARE AVENUE, 25.3 FT (7.7 M) WEST OF WEST PAVEMENT
 DN6149'EDGE OF THE PARK AND RIDE AREA AND 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF
 DN6149'A POWER POLE AND WEST OF A CARSONITE WITNESS POST.
 DN6149'
 DN6149'NOTE-GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6149
 DN6149                          STATION RECOVERY (2013)
 DN6149
 DN6149'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 DN6149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6150 ***********************************************************************
 DN6150  DESIGNATION -  18602
 DN6150  PID         -  DN6150
 DN6150  STATE/COUNTY-  MI/CLARE
 DN6150  COUNTRY     -  US
 DN6150  USGS QUAD   -  CLARE (2017)
 DN6150
 DN6150                         *CURRENT SURVEY CONTROL
 DN6150  ______________________________________________________________________
 DN6150* NAD 83(1986) POSITION- 43 51 49.64   (N) 084 46 05.92   (W)   HD_HELD1
 DN6150* NAVD 88 ORTHO HEIGHT -   278.361 (meters)      913.26  (feet) ADJUSTED
 DN6150  ______________________________________________________________________
 DN6150  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 DN6150  DYNAMIC HEIGHT  -        278.310 (meters)      913.09  (feet) COMP
 DN6150  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DN6150
 DN6150  VERT ORDER      -  FIRST     CLASS II
 DN6150
 DN6150.The horizontal coordinates were determined by differentially corrected
 DN6150.hand held GPS observations or other comparable positioning techniques
 DN6150.and have an estimated accuracy of +/- 3 meters.
 DN6150
 DN6150.The orthometric height was determined by differential leveling and
 DN6150.adjusted by the NATIONAL GEODETIC SURVEY
 DN6150.in April 2012.
 DN6150
 DN6150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6150.GEOID18 height accuracy estimate available here.
 DN6150
 DN6150.Click photographs - Photos may exist for this station.
 DN6150
 DN6150.The dynamic height is computed by dividing the NAVD 88
 DN6150.geopotential number by the normal gravity value computed on the
 DN6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6150.degrees latitude (g = 980.6199 gals.).
 DN6150
 DN6150.The modeled gravity was interpolated from observed gravity values.
 DN6150
 DN6150;                    North         East    Units  Estimated Accuracy
 DN6150;SPC MI C     -    60,879.2   5,967,709.3     MT  (+/- 3 meters HH1 GPS) 
 DN6150
 DN6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7933459165(NAD 83)
 DN6150
 DN6150                          SUPERSEDED SURVEY CONTROL
 DN6150
 DN6150.No superseded survey control is available for this station.
 DN6150
 DN6150_MARKER: F = FLANGE-ENCASED ROD
 DN6150_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6150_STAMPING: 18602 2009
 DN6150_MARK LOGO: NONE
 DN6150_PROJECTION: RECESSED 5 CENTIMETERS
 DN6150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6150+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6150_ROD/PIPE-DEPTH: 11.3 meters
 DN6150_SLEEVE-DEPTH  : 0.9 meters
 DN6150
 DN6150  HISTORY     - Date     Condition        Report By
 DN6150  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6150
 DN6150                          STATION DESCRIPTION
 DN6150
 DN6150'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6150'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF LOOMIS, 4.8
 DN6150'MI (7.7 KM) SOUTH-SOUTHEAST OF HATTON AND 3.1 MI (5.0 KM) NORTH OF
 DN6150'CLARE.
 DN6150'
 DN6150'TO REACH FROM NORTHBOUND US 127 (EXIT 160), TAKE THE RAMP TO THE
 DN6150'INTERSECTION OF EAST COLONVILLE ROAD, TURN LEFT (WEST) ONTO EAST
 DN6150'COLONVILLE ROAD FOR 0.06 MI (0.1 KM) TO THE INTERSECTION OF SOUTH
 DN6150'CLARE AVENUE, TURN RIGHT (NORTH) AND GO 1.39 MI (2.2 KM) TO THE
 DN6150'STATION ON THE LEFT.  LOCATED SOUTH OF THE ENTRANCE DRIVE TO THE DNR
 DN6150'FIELD OFFICE.
 DN6150'
 DN6150'THE STATION IS LOCATED 113.1 FT (34.5 M) SOUTH OF THE CENTERLINE OF
 DN6150'DRIVE TO THE CLARE DNR FIELD OFFICE, 59.4 FT (18.1 M) WEST OF THE
 DN6150'CENTERLINE OF SOUTH CLARE AVENUE, 56.1 FT (17.1 M) NORTH OF THE NORTH
 DN6150'WOOD CORNER POST OF A NORTH-SOUTH FENCE LINE, 31.9 FT (9.7 M) SOUTH OF
 DN6150'THE DNR FIELD OFFICE SIGN AND 17.6 FT (5.4 M) EAST OF A CARSONITE
 DN6150'WITNESS POST.
 DN6150'
 DN6150'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6152 ***********************************************************************
 DN6152  DESIGNATION -  18604
 DN6152  PID         -  DN6152
 DN6152  STATE/COUNTY-  MI/CLARE
 DN6152  COUNTRY     -  US
 DN6152  USGS QUAD   -  HATTON (2017)
 DN6152
 DN6152                         *CURRENT SURVEY CONTROL
 DN6152  ______________________________________________________________________
 DN6152* NAD 83(1986) POSITION- 43 55 22.32   (N) 084 46 05.13   (W)   HD_HELD1
 DN6152* NAVD 88 ORTHO HEIGHT -   298.613 (meters)      979.70  (feet) ADJUSTED
 DN6152  ______________________________________________________________________
 DN6152  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 DN6152  DYNAMIC HEIGHT  -        298.558 (meters)      979.52  (feet) COMP
 DN6152  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 DN6152
 DN6152  VERT ORDER      -  FIRST     CLASS II
 DN6152
 DN6152.The horizontal coordinates were determined by differentially corrected
 DN6152.hand held GPS observations or other comparable positioning techniques
 DN6152.and have an estimated accuracy of +/- 3 meters.
 DN6152
 DN6152.The orthometric height was determined by differential leveling and
 DN6152.adjusted by the NATIONAL GEODETIC SURVEY
 DN6152.in April 2012.
 DN6152
 DN6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6152.GEOID18 height accuracy estimate available here.
 DN6152
 DN6152.Click photographs - Photos may exist for this station.
 DN6152
 DN6152.The dynamic height is computed by dividing the NAVD 88
 DN6152.geopotential number by the normal gravity value computed on the
 DN6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6152.degrees latitude (g = 980.6199 gals.).
 DN6152
 DN6152.The modeled gravity was interpolated from observed gravity values.
 DN6152
 DN6152;                    North         East    Units  Estimated Accuracy
 DN6152;SPC MI C     -    67,443.7   5,967,759.4     MT  (+/- 3 meters HH1 GPS) 
 DN6152
 DN6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7917465727(NAD 83)
 DN6152
 DN6152                          SUPERSEDED SURVEY CONTROL
 DN6152
 DN6152.No superseded survey control is available for this station.
 DN6152
 DN6152_MARKER: F = FLANGE-ENCASED ROD
 DN6152_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6152_STAMPING: 18604 2009
 DN6152_PROJECTION: RECESSED 5 CENTIMETERS
 DN6152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6152+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 DN6152_ROD/PIPE-DEPTH: 54.6 meters
 DN6152_SLEEVE-DEPTH  : 0.9 meters
 DN6152
 DN6152  HISTORY     - Date     Condition        Report By
 DN6152  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6152  HISTORY     - 20200629 GOOD             MIDT
 DN6152
 DN6152                          STATION DESCRIPTION
 DN6152
 DN6152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6152'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF CLARE, 6.8 MI
 DN6152'(10.9 KM) SOUTH-SOUTHEAST OF HARRISON AND 2.5 MI (4.0 KM) EAST OF
 DN6152'HATTON.
 DN6152'
 DN6152'TO REACH FROM NORTHBOUND US 127 (EXIT 160), TAKE THE RAMP TO THE
 DN6152'INTERSECTION OF EAST COLONVILLE ROAD, TURN LEFT (WEST) ONTO EAST
 DN6152'COLONVILLE ROAD FOR 0.06 MI (0.1 KM) TO THE INTERSECTION OF SOUTH
 DN6152'CLARE AVENUE, TURN RIGHT (NORTH) ONTO SOUTH CLARE AVENUE AND GO 5.5 MI
 DN6152'(8.8 KM) TO THE STATION ON THE LEFT.
 DN6152'
 DN6152'THE STATION IS LOCATED 112.9 FT (34.4 M) SOUTH OF THE CENTERLINE OF
 DN6152'HATTON ROAD, 52.2 FT (15.9 M) EAST-SOUTHEAST OF A POWER POLE, 40.9 FT
 DN6152'(12.5 M) SOUTH-SOUTHEAST OF A 16 INCH (41 CM) TRIPLE TRUNK MAPLE TREE,
 DN6152'37.1 FT (11.3 M) WEST OF THE CENTERLINE OF SOUTH CLARE AVENUE AND EAST
 DN6152'OF A CARSONITE WITNESS POST.
 DN6152'
 DN6152'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6152
 DN6152                          STATION RECOVERY (2020)
 DN6152
 DN6152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DN6152'STATION LOCATED 25.25 FT (7.7 M) WEST OF EDGE OF PAVEMENT OF CLARE
 DN6152'AVENUE, 52 FT (15.8 M) EAST OF POWER POLE, 3 FT (0.9 M) EAST OF ORANGE
 DN6152'CARSONITE WITNESS POST AND 40.9 FT (12.5 M) SOUTH-SOUTHWEST OF A
 DN6152'SINGLE REMAINING TRUNK OF TRIPLE TRUNK MAPLE TREE.  STATION LID IS 3
 DN6152'INCHES (8 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6153 ***********************************************************************
 DN6153  DESIGNATION -  18605
 DN6153  PID         -  DN6153
 DN6153  STATE/COUNTY-  MI/CLARE
 DN6153  COUNTRY     -  US
 DN6153  USGS QUAD   -  HATTON (2017)
 DN6153
 DN6153                         *CURRENT SURVEY CONTROL
 DN6153  ______________________________________________________________________
 DN6153* NAD 83(1986) POSITION- 43 55 23.25   (N) 084 47 01.69   (W)   HD_HELD1
 DN6153* NAVD 88 ORTHO HEIGHT -   301.674 (meters)      989.74  (feet) ADJUSTED
 DN6153  ______________________________________________________________________
 DN6153  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 DN6153  DYNAMIC HEIGHT  -        301.619 (meters)      989.56  (feet) COMP
 DN6153  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DN6153
 DN6153  VERT ORDER      -  FIRST     CLASS II
 DN6153
 DN6153.The horizontal coordinates were determined by differentially corrected
 DN6153.hand held GPS observations or other comparable positioning techniques
 DN6153.and have an estimated accuracy of +/- 3 meters.
 DN6153
 DN6153.The orthometric height was determined by differential leveling and
 DN6153.adjusted by the NATIONAL GEODETIC SURVEY
 DN6153.in April 2012.
 DN6153
 DN6153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6153.GEOID18 height accuracy estimate available here.
 DN6153
 DN6153.Click photographs - Photos may exist for this station.
 DN6153
 DN6153.The dynamic height is computed by dividing the NAVD 88
 DN6153.geopotential number by the normal gravity value computed on the
 DN6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6153.degrees latitude (g = 980.6199 gals.).
 DN6153
 DN6153.The modeled gravity was interpolated from observed gravity values.
 DN6153
 DN6153;                    North         East    Units  Estimated Accuracy
 DN6153;SPC MI C     -    67,478.8   5,966,497.7     MT  (+/- 3 meters HH1 GPS) 
 DN6153
 DN6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7791265722(NAD 83)
 DN6153
 DN6153                          SUPERSEDED SURVEY CONTROL
 DN6153
 DN6153.No superseded survey control is available for this station.
 DN6153
 DN6153_MARKER: DD = SURVEY DISK
 DN6153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6153_SP_SET: BRIDGE WING WALL
 DN6153_STAMPING: 18605 2009
 DN6153_MARK LOGO: MIDT
 DN6153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6153+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 DN6153
 DN6153  HISTORY     - Date     Condition        Report By
 DN6153  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6153  HISTORY     - 20250731 GOOD             MIDT
 DN6153
 DN6153                          STATION DESCRIPTION
 DN6153
 DN6153'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6153'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF CLARE, 6.7 MI
 DN6153'(10.8 KM) SOUTH OF HARRISON AND 1.7 MI (2.7 KM) EAST OF HATTON.
 DN6153'
 DN6153'TO REACH FROM NORTHBOUND US 127 (EXIT 160), TAKE THE RAMP TO THE
 DN6153'INTERSECTION OF EAST COLONVILLE ROAD.  TURN LEFT (WEST) ONTO EAST
 DN6153'COLONVILLE ROAD FOR 0.06 MI (0.1 KM) TO THE INTERSECTION OF SOUTH
 DN6153'CLARE AVENUE.  TURN RIGHT (NORTH) ONTO SOUTH CLARE AVENUE AND GO 5.5
 DN6153'MI (8.8 KM) TO THE INTERSECTION OF HATTON ROAD.  TURN RIGHT (WEST) AND
 DN6153'GO 0.79 MI (1.3 KM) TO THE STATION ON THE RIGHT.  STATION IS ON THE
 DN6153'WEST SIDE OF THE OVERPASS OF NORTHBOUND US 127.
 DN6153'
 DN6153'THE STATION IS LOCATED 72.8 FT (22.2 M) EAST OF A TELEPHONE MARKER
 DN6153'POLE, 67.9 FT (20.7 M) WEST OF THE CENTERLINE OF US 127, 5.6 FT (1.7
 DN6153'M) SOUTH OF THE BACK OF CURB OF HATTON ROAD AND 1.1 FT (0.3 M) SOUTH
 DN6153'OF THE NORTH EDGE OF THE TOP STEP OF THE WING WALL AND OF A CARSONITE
 DN6153'WITNESS POST.
 DN6153
 DN6153                          STATION RECOVERY (2025)
 DN6153
 DN6153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6154 ***********************************************************************
 DN6154  DESIGNATION -  18606
 DN6154  PID         -  DN6154
 DN6154  STATE/COUNTY-  MI/CLARE
 DN6154  COUNTRY     -  US
 DN6154  USGS QUAD   -  HATTON (2017)
 DN6154
 DN6154                         *CURRENT SURVEY CONTROL
 DN6154  ______________________________________________________________________
 DN6154* NAD 83(1986) POSITION- 43 56 39.08   (N) 084 46 03.64   (W)   HD_HELD1
 DN6154* NAVD 88 ORTHO HEIGHT -   305.146 (meters)     1001.13  (feet) ADJUSTED
 DN6154  ______________________________________________________________________
 DN6154  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 DN6154  DYNAMIC HEIGHT  -        305.090 (meters)     1000.95  (feet) COMP
 DN6154  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DN6154
 DN6154  VERT ORDER      -  FIRST     CLASS II
 DN6154
 DN6154.The horizontal coordinates were determined by differentially corrected
 DN6154.hand held GPS observations or other comparable positioning techniques
 DN6154.and have an estimated accuracy of +/- 3 meters.
 DN6154
 DN6154.The orthometric height was determined by differential leveling and
 DN6154.adjusted by the NATIONAL GEODETIC SURVEY
 DN6154.in April 2012.
 DN6154
 DN6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6154.GEOID18 height accuracy estimate available here.
 DN6154
 DN6154.Click photographs - Photos may exist for this station.
 DN6154
 DN6154.The dynamic height is computed by dividing the NAVD 88
 DN6154.geopotential number by the normal gravity value computed on the
 DN6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6154.degrees latitude (g = 980.6199 gals.).
 DN6154
 DN6154.The modeled gravity was interpolated from observed gravity values.
 DN6154
 DN6154;                    North         East    Units  Estimated Accuracy
 DN6154;SPC MI C     -    69,812.8   5,967,804.4     MT  (+/- 3 meters HH1 GPS) 
 DN6154
 DN6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7914368096(NAD 83)
 DN6154
 DN6154                          SUPERSEDED SURVEY CONTROL
 DN6154
 DN6154.No superseded survey control is available for this station.
 DN6154
 DN6154_MARKER: F = FLANGE-ENCASED ROD
 DN6154_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6154_STAMPING: 18606 2009
 DN6154_MARK LOGO: NONE
 DN6154_PROJECTION: RECESSED 5 CENTIMETERS
 DN6154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6154+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6154_ROD/PIPE-DEPTH: 14.8 meters
 DN6154_SLEEVE-DEPTH  : 0.9 meters
 DN6154
 DN6154  HISTORY     - Date     Condition        Report By
 DN6154  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6154
 DN6154                          STATION DESCRIPTION
 DN6154
 DN6154'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6154'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF CLARE, 5.4 MI
 DN6154'(8.7 KM) SOUTH-SOUTHEAST OF HARRISON AND 2.9 MI (4.7 KM)
 DN6154'EAST-NORTHEAST OF HATTON.
 DN6154'
 DN6154'TO REACH FROM NORTHBOUND US 127 (EXIT 160), TAKE THE RAMP TO THE
 DN6154'INTERSECTION OF EAST COLONVILLE ROAD, TURN LEFT (WEST) ONTO EAST
 DN6154'COLONVILLE ROAD FOR 0.06 MI (0.1 KM) TO THE INTERSECTION OF SOUTH
 DN6154'CLARE AVENUE, TURN RIGHT (NORTH) ONTO SOUTH CLARE AVENUE AND GO 6.94
 DN6154'MI (11.2 KM) TO THE STATION ON THE RIGHT.
 DN6154'
 DN6154'THE STATION IS LOCATED 158.9 FT (48.4 M) NORTH OF A POWER POLE, 102.4
 DN6154'FT (31.2 M) SOUTH OF THE EXTENDED CENTERLINE OF DRIVEWAY AT HOUSE
 DN6154'NUMBER 3030, 49.9 FT (15.2 M) EAST OF THE CENTERLINE OF SOUTH CLARE
 DN6154'AVENUE, 25.8 FT (7.9 M) WEST OF THE METAL RIGHT OF WAY FENCE AND WEST
 DN6154'OF THE CARSONITE WITNESS POST.
 DN6154'
 DN6154'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6155 ***********************************************************************
 DN6155  DESIGNATION -  18607
 DN6155  PID         -  DN6155
 DN6155  STATE/COUNTY-  MI/CLARE
 DN6155  COUNTRY     -  US
 DN6155  USGS QUAD   -  HATTON (2017)
 DN6155
 DN6155                         *CURRENT SURVEY CONTROL
 DN6155  ______________________________________________________________________
 DN6155* NAD 83(1986) POSITION- 43 57 50.06   (N) 084 46 03.48   (W)   HD_HELD1
 DN6155* NAVD 88 ORTHO HEIGHT -   323.839 (meters)     1062.46  (feet) ADJUSTED
 DN6155  ______________________________________________________________________
 DN6155  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 DN6155  DYNAMIC HEIGHT  -        323.779 (meters)     1062.26  (feet) COMP
 DN6155  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 DN6155
 DN6155  VERT ORDER      -  FIRST     CLASS II
 DN6155
 DN6155.The horizontal coordinates were determined by differentially corrected
 DN6155.hand held GPS observations or other comparable positioning techniques
 DN6155.and have an estimated accuracy of +/- 3 meters.
 DN6155
 DN6155.The orthometric height was determined by differential leveling and
 DN6155.adjusted by the NATIONAL GEODETIC SURVEY
 DN6155.in April 2012.
 DN6155
 DN6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6155.GEOID18 height accuracy estimate available here.
 DN6155
 DN6155.Click photographs - Photos may exist for this station.
 DN6155
 DN6155.The dynamic height is computed by dividing the NAVD 88
 DN6155.geopotential number by the normal gravity value computed on the
 DN6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6155.degrees latitude (g = 980.6199 gals.).
 DN6155
 DN6155.The modeled gravity was interpolated from observed gravity values.
 DN6155
 DN6155;                    North         East    Units  Estimated Accuracy
 DN6155;SPC MI C     -    72,003.7   5,967,818.8     MT  (+/- 3 meters HH1 GPS) 
 DN6155
 DN6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7908870286(NAD 83)
 DN6155
 DN6155                          SUPERSEDED SURVEY CONTROL
 DN6155
 DN6155.No superseded survey control is available for this station.
 DN6155
 DN6155_MARKER: F = FLANGE-ENCASED ROD
 DN6155_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6155_STAMPING: 18607 2009
 DN6155_MARK LOGO: NONE
 DN6155_PROJECTION: RECESSED 5 CENTIMETERS
 DN6155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6155+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6155_ROD/PIPE-DEPTH: 13.0 meters
 DN6155_SLEEVE-DEPTH  : 0.9 meters
 DN6155
 DN6155  HISTORY     - Date     Condition        Report By
 DN6155  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6155
 DN6155                          STATION DESCRIPTION
 DN6155
 DN6155'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6155'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF LAKE GEORGE, 4.1
 DN6155'MI (6.6 KM) SOUTH-SOUTHEAST OF HARRISON AND 3.8 MI (6.1 KM) NORTHEAST
 DN6155'OF HATTON.
 DN6155'
 DN6155'TO REACH FROM NORTHBOUND US 127 (EXIT 168 MANNSIDING ROAD), FOLLOW
 DN6155'RAMP TO INTERSECTION OF MANNSIDING ROAD, TURN RIGHT AND TRAVEL
 DN6155'NORTHEAST ALONG MANNSIDING ROAD FOR 0.4 MI (0.6 KM) TO THE
 DN6155'INTERSECTION OF SOUTH CLARE AVENUE, TURN LEFT (NORTH) AND GO 0.31 MI
 DN6155'(0.5 KM) ALONG SOUTH CLARE AVENUE TO THE STATION ON THE RIGHT.
 DN6155'
 DN6155'THE STATION IS LOCATED 202.2 FT (61.6 M) NORTH OF A POWER POLE, 169.1
 DN6155'FT (51.5 M) SOUTH-SOUTHWEST OF A POWER POLE, 42.5 FT (13.0 M) EAST OF
 DN6155'THE CENTERLINE OF SOUTH CLARE AVENUE, 28.8 FT (8.8 M) WEST OF THE
 DN6155'CENTERLINE OF NORTH-SOUTH RUNNING POWER LINES AND WEST OF THE
 DN6155'CARSONITE WITNESS POST.
 DN6155'
 DN6155'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6156 ***********************************************************************
 DN6156  DESIGNATION -  18608
 DN6156  PID         -  DN6156
 DN6156  STATE/COUNTY-  MI/CLARE
 DN6156  COUNTRY     -  US
 DN6156  USGS QUAD   -  HATTON (2017)
 DN6156
 DN6156                         *CURRENT SURVEY CONTROL
 DN6156  ______________________________________________________________________
 DN6156* NAD 83(1986) POSITION- 43 58 52.49   (N) 084 46 03.61   (W)   HD_HELD1
 DN6156* NAVD 88 ORTHO HEIGHT -   332.009 (meters)     1089.27  (feet) ADJUSTED
 DN6156  ______________________________________________________________________
 DN6156  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 DN6156  DYNAMIC HEIGHT  -        331.948 (meters)     1089.07  (feet) COMP
 DN6156  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DN6156
 DN6156  VERT ORDER      -  FIRST     CLASS II
 DN6156
 DN6156.The horizontal coordinates were determined by differentially corrected
 DN6156.hand held GPS observations or other comparable positioning techniques
 DN6156.and have an estimated accuracy of +/- 3 meters.
 DN6156
 DN6156.The orthometric height was determined by differential leveling and
 DN6156.adjusted by the NATIONAL GEODETIC SURVEY
 DN6156.in April 2012.
 DN6156
 DN6156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6156.GEOID18 height accuracy estimate available here.
 DN6156
 DN6156.Click photographs - Photos may exist for this station.
 DN6156
 DN6156.The dynamic height is computed by dividing the NAVD 88
 DN6156.geopotential number by the normal gravity value computed on the
 DN6156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6156.degrees latitude (g = 980.6199 gals.).
 DN6156
 DN6156.The modeled gravity was interpolated from observed gravity values.
 DN6156
 DN6156;                    North         East    Units  Estimated Accuracy
 DN6156;SPC MI C     -    73,930.6   5,967,825.4     MT  (+/- 3 meters HH1 GPS) 
 DN6156
 DN6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7903372212(NAD 83)
 DN6156
 DN6156                          SUPERSEDED SURVEY CONTROL
 DN6156
 DN6156.No superseded survey control is available for this station.
 DN6156
 DN6156_MARKER: F = FLANGE-ENCASED ROD
 DN6156_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6156_STAMPING: 18608 2009
 DN6156_MARK LOGO: NONE
 DN6156_PROJECTION: RECESSED 5 CENTIMETERS
 DN6156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6156+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6156_ROD/PIPE-DEPTH: 8.7 meters
 DN6156_SLEEVE-DEPTH  : 0.9 meters
 DN6156
 DN6156  HISTORY     - Date     Condition        Report By
 DN6156  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6156
 DN6156                          STATION DESCRIPTION
 DN6156
 DN6156'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6156'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF LAKE GEORGE, 4.8
 DN6156'MI (7.7 KM) NORTH-NORTHEAST OF HATTON AND 3.1 MI (5.0 KM)
 DN6156'SOUTH-SOUTHEAST OF HARRISON.
 DN6156'
 DN6156'TO REACH FROM NORTHBOUND US 127 (EXIT 168 MANNSIDING ROAD), FOLLOW
 DN6156'RAMP TO INTERSECTION OF MANNSIDING ROAD, TURN RIGHT AND TRAVEL
 DN6156'NORTHEAST ALONG MANNSIDING ROAD FOR 0.4 MI (0.6 KM) TO THE
 DN6156'INTERSECTION OF SOUTH CLARE AVENUE, TURN LEFT (NORTH) AND GO 1.51 MI
 DN6156'(2.4 KM) ALONG SOUTH CLARE AVENUE TO THE STATION ON THE RIGHT.
 DN6156'
 DN6156'THE STATION IS LOCATED 158.2 FT (48.2 M) SOUTH OF THE CENTERLINE OF A
 DN6156'GRAVEL DRIVEWAY TO HOUSE NUMBER 401, 82.2 FT (25.1 M) NORTH OF THE
 DN6156'CENTERLINE OF A GRAVEL DRIVEWAY TO HOUSE NUMBER 525, 51.8 FT (15.8 M)
 DN6156'SOUTHWEST OF A POWER POLE, 34.7 FT (10.6 M) EAST OF THE CENTERLINE OF
 DN6156'SOUTH CLARE AVENUE AND WEST OF THE CARSONITE WITNESS POST.
 DN6156'
 DN6156'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6157 ***********************************************************************
 DN6157  DESIGNATION -  18609
 DN6157  PID         -  DN6157
 DN6157  STATE/COUNTY-  MI/CLARE
 DN6157  COUNTRY     -  US
 DN6157  USGS QUAD   -  HATTON (2017)
 DN6157
 DN6157                         *CURRENT SURVEY CONTROL
 DN6157  ______________________________________________________________________
 DN6157* NAD 83(1986) POSITION- 43 59 28.35   (N) 084 46 45.32   (W)   HD_HELD1
 DN6157* NAVD 88 ORTHO HEIGHT -   329.612 (meters)     1081.40  (feet) ADJUSTED
 DN6157  ______________________________________________________________________
 DN6157  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 DN6157  DYNAMIC HEIGHT  -        329.551 (meters)     1081.20  (feet) COMP
 DN6157  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 DN6157
 DN6157  VERT ORDER      -  FIRST     CLASS II
 DN6157
 DN6157.The horizontal coordinates were determined by differentially corrected
 DN6157.hand held GPS observations or other comparable positioning techniques
 DN6157.and have an estimated accuracy of +/- 3 meters.
 DN6157
 DN6157.The orthometric height was determined by differential leveling and
 DN6157.adjusted by the NATIONAL GEODETIC SURVEY
 DN6157.in April 2012.
 DN6157
 DN6157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6157.GEOID18 height accuracy estimate available here.
 DN6157
 DN6157.Click photographs - Photos may exist for this station.
 DN6157
 DN6157.The dynamic height is computed by dividing the NAVD 88
 DN6157.geopotential number by the normal gravity value computed on the
 DN6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6157.degrees latitude (g = 980.6199 gals.).
 DN6157
 DN6157.The modeled gravity was interpolated from observed gravity values.
 DN6157
 DN6157;                    North         East    Units  Estimated Accuracy
 DN6157;SPC MI C     -    75,042.1   5,966,901.4     MT  (+/- 3 meters HH1 GPS) 
 DN6157
 DN6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7807473293(NAD 83)
 DN6157
 DN6157                          SUPERSEDED SURVEY CONTROL
 DN6157
 DN6157.No superseded survey control is available for this station.
 DN6157
 DN6157_MARKER: F = FLANGE-ENCASED ROD
 DN6157_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6157_STAMPING: 18609 2009
 DN6157_MARK LOGO: NONE
 DN6157_PROJECTION: RECESSED 5 CENTIMETERS
 DN6157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6157+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6157_ROD/PIPE-DEPTH: 8.6 meters
 DN6157_SLEEVE-DEPTH  : 0.9 meters
 DN6157
 DN6157  HISTORY     - Date     Condition        Report By
 DN6157  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6157
 DN6157                          STATION DESCRIPTION
 DN6157
 DN6157'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6157'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF LAKE
 DN6157'GEORGE, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF HATTON AND 2.2 MI (3.5 KM)
 DN6157'SOUTH-SOUTHEAST OF HARRISON.
 DN6157'
 DN6157'TO REACH FROM NORTHBOUND US 127 (EXIT 170 HARRISON), FOLLOW RAMP TO
 DN6157'INTERSECTION OF BUS 127 (US 61), TURN RIGHT (NORTHWEST) AND FOLLOW BUS
 DN6157'127 FOR 0.27 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DN6157'JUST WEST OF THE SOUTHBOUND ENTRANCE RAMP TO US 127.
 DN6157'
 DN6157'THE STATION IS LOCATED 151.2 FT (46.1 M) NORTHEAST OF A 16 INCH (41
 DN6157'CM) OAK TREE, 86.6 FT (26.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DN6157'BUS 127, 82.1 FT (25.0 M) EAST OF A 22 INCH (56 CM) WHITE PINE, 32.8
 DN6157'FT (10.0 M) WEST-NORTHWEST OF THE BACK OF CURB OF THE SOUTHBOUND
 DN6157'ENTRANCE RAMP TO US 127 AND NORTHWEST OF THE CARSONITE WITNESS POST.
 DN6157'
 DN6157'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6158 ***********************************************************************
 DN6158  DESIGNATION -  18610
 DN6158  PID         -  DN6158
 DN6158  STATE/COUNTY-  MI/CLARE
 DN6158  COUNTRY     -  US
 DN6158  USGS QUAD   -  HARRISON (2017)
 DN6158
 DN6158                         *CURRENT SURVEY CONTROL
 DN6158  ______________________________________________________________________
 DN6158* NAD 83(1986) POSITION- 44 00 35.06   (N) 084 47 18.59   (W)   HD_HELD1
 DN6158* NAVD 88 ORTHO HEIGHT -   350.393 (meters)     1149.58  (feet) ADJUSTED
 DN6158  ______________________________________________________________________
 DN6158  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 DN6158  DYNAMIC HEIGHT  -        350.329 (meters)     1149.37  (feet) COMP
 DN6158  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DN6158
 DN6158  VERT ORDER      -  FIRST     CLASS II
 DN6158
 DN6158.The horizontal coordinates were determined by differentially corrected
 DN6158.hand held GPS observations or other comparable positioning techniques
 DN6158.and have an estimated accuracy of +/- 3 meters.
 DN6158
 DN6158.The orthometric height was determined by differential leveling and
 DN6158.adjusted by the NATIONAL GEODETIC SURVEY
 DN6158.in April 2012.
 DN6158
 DN6158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6158.GEOID18 height accuracy estimate available here.
 DN6158
 DN6158.Click photographs - Photos may exist for this station.
 DN6158
 DN6158.The dynamic height is computed by dividing the NAVD 88
 DN6158.geopotential number by the normal gravity value computed on the
 DN6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6158.degrees latitude (g = 980.6199 gals.).
 DN6158
 DN6158.The modeled gravity was interpolated from observed gravity values.
 DN6158
 DN6158;                    North         East    Units  Estimated Accuracy
 DN6158;SPC MI C     -    77,105.0   5,966,170.8     MT  (+/- 3 meters HH1 GPS) 
 DN6158
 DN6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7727775332(NAD 83)
 DN6158
 DN6158                          SUPERSEDED SURVEY CONTROL
 DN6158
 DN6158.No superseded survey control is available for this station.
 DN6158
 DN6158_MARKER: F = FLANGE-ENCASED ROD
 DN6158_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6158_STAMPING: 18610 2009
 DN6158_MARK LOGO: NONE
 DN6158_PROJECTION: RECESSED 5 CENTIMETERS
 DN6158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6158+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6158_ROD/PIPE-DEPTH: 12.5 meters
 DN6158_SLEEVE-DEPTH  : 0.9 meters
 DN6158
 DN6158  HISTORY     - Date     Condition        Report By
 DN6158  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6158
 DN6158                          STATION DESCRIPTION
 DN6158
 DN6158'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6158'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF LAKE
 DN6158'GEORGE, 6.2 MI (10.0 KM) NORTH-NORTHEAST OF HATTON AND 0.8 MI (1.3 KM)
 DN6158'SOUTHEAST OF HARRISON.
 DN6158'
 DN6158'TO REACH FROM NORTHBOUND US 127 (EXIT 170 HARRISON), FOLLOW RAMP TO
 DN6158'INTERSECTION OF BUS 127 (US 61), TURN RIGHT (NORTHWEST) AND FOLLOW BUS
 DN6158'127 FOR 1.77 MI (2.8 KM) TO THE INTERSECTION OF MOSTETLER ROAD, KEEP
 DN6158'HEADING NORTH ON BUS 127 JUST PAST MOSTETLER ROAD TO THE STATION ON
 DN6158'THE LEFT.  STATION IS IN THE NORTHWEST QUADRANT OF BUS 127 AND
 DN6158'MOSTETLER ROAD.
 DN6158'
 DN6158'THE STATION IS LOCATED 68.3 FT (20.8 M) WEST-NORTHWEST OF THE
 DN6158'CENTERLINE OF BUS 127, 48.25 FT (14.7 M) NORTH-NORTHWEST OF A FIRE
 DN6158'HYDRANT, 45.2 FT (13.8 M) NORTH OF THE CENTERLINE OF MOSTETLER ROAD,
 DN6158'14.0 FT (4.3 M) NORTHEAST OF A CHAIN LINK FENCE CORNER POST AND 2.7 FT
 DN6158'(0.8 M) EAST OF THE CARSONITE WITNESS POST.
 DN6158'
 DN6158'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6159 ***********************************************************************
 DN6159  DESIGNATION -  18611
 DN6159  PID         -  DN6159
 DN6159  STATE/COUNTY-  MI/CLARE
 DN6159  COUNTRY     -  US
 DN6159  USGS QUAD   -  HARRISON (2017)
 DN6159
 DN6159                         *CURRENT SURVEY CONTROL
 DN6159  ______________________________________________________________________
 DN6159* NAD 83(1986) POSITION- 44 01 44.19   (N) 084 48 19.56   (W)   HD_HELD1
 DN6159* NAVD 88 ORTHO HEIGHT -   352.414 (meters)     1156.21  (feet) ADJUSTED
 DN6159  ______________________________________________________________________
 DN6159  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 DN6159  DYNAMIC HEIGHT  -        352.349 (meters)     1156.00  (feet) COMP
 DN6159  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DN6159
 DN6159  VERT ORDER      -  FIRST     CLASS II
 DN6159
 DN6159.The horizontal coordinates were determined by differentially corrected
 DN6159.hand held GPS observations or other comparable positioning techniques
 DN6159.and have an estimated accuracy of +/- 3 meters.
 DN6159
 DN6159.The orthometric height was determined by differential leveling and
 DN6159.adjusted by the NATIONAL GEODETIC SURVEY
 DN6159.in April 2012.
 DN6159
 DN6159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6159.GEOID18 height accuracy estimate available here.
 DN6159
 DN6159.Click photographs - Photos may exist for this station.
 DN6159
 DN6159.The dynamic height is computed by dividing the NAVD 88
 DN6159.geopotential number by the normal gravity value computed on the
 DN6159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6159.degrees latitude (g = 980.6199 gals.).
 DN6159
 DN6159.The modeled gravity was interpolated from observed gravity values.
 DN6159
 DN6159;                    North         East    Units  Estimated Accuracy
 DN6159;SPC MI C     -    79,245.9   5,964,824.1     MT  (+/- 3 meters HH1 GPS) 
 DN6159
 DN6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7586377428(NAD 83)
 DN6159
 DN6159                          SUPERSEDED SURVEY CONTROL
 DN6159
 DN6159.No superseded survey control is available for this station.
 DN6159
 DN6159_MARKER: F = FLANGE-ENCASED ROD
 DN6159_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6159_STAMPING: 18611 2009
 DN6159_MARK LOGO: NONE
 DN6159_PROJECTION: RECESSED 5 CENTIMETERS
 DN6159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6159+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6159_ROD/PIPE-DEPTH: 20.2 meters
 DN6159_SLEEVE-DEPTH  : 0.9 meters
 DN6159
 DN6159  HISTORY     - Date     Condition        Report By
 DN6159  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6159
 DN6159                          STATION DESCRIPTION
 DN6159
 DN6159'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6159'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-NORTHEAST OF LAKE
 DN6159'GEORGE, 7.4 MI (11.9 KM) NORTH OF HATTON AND 0.7 MI (1.1 KM)
 DN6159'NORTH-NORTHWEST OF HARRISON.
 DN6159'
 DN6159'TO REACH FROM NORTHBOUND US 127 (EXIT 170 HARRISON), FOLLOW RAMP TO
 DN6159'INTERSECTION OF BUS 127 (US 61), TURN RIGHT (NORTHWEST) AND FOLLOW BUS
 DN6159'127 FOR 3.49 MI (5.6 KM) TO THE STATION ON THE RIGHT.  STATION IS
 DN6159'LOCATED JUST NORTH OF THE MAIN ENTRANCE TO WILSON STATE PARK.
 DN6159'
 DN6159'THE STATION IS LOCATED IT IS 47.6 FT (14.5 M) SOUTH-SOUTHEAST OF A
 DN6159'POWER POLE, 42.6 FT (13.0 M) EAST-NORTHEAST OF THE CENTERLINE OF BUS
 DN6159'127, 40.25 FT (12.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DN6159'ENTRANCE DRIVE TO WILSON STATE PARK, 16.95 FT (5.2 M) WEST OF WILSON
 DN6159'STATE PARK SIGN AND 2.55 FT (0.8 M) SOUTHWEST OF THE CARSONITE WITNESS
 DN6159'POST.
 DN6159'
 DN6159'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6160 ***********************************************************************
 DN6160  DESIGNATION -  18612
 DN6160  PID         -  DN6160
 DN6160  STATE/COUNTY-  MI/CLARE
 DN6160  COUNTRY     -  US
 DN6160  USGS QUAD   -  HARRISON (2017)
 DN6160
 DN6160                         *CURRENT SURVEY CONTROL
 DN6160  ______________________________________________________________________
 DN6160* NAD 83(1986) POSITION- 44 03 55.64   (N) 084 47 58.81   (W)   HD_HELD1
 DN6160* NAVD 88 ORTHO HEIGHT -   371.690 (meters)     1219.45  (feet) ADJUSTED
 DN6160  ______________________________________________________________________
 DN6160  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 DN6160  DYNAMIC HEIGHT  -        371.623 (meters)     1219.23  (feet) COMP
 DN6160  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DN6160
 DN6160  VERT ORDER      -  FIRST     CLASS II
 DN6160
 DN6160.The horizontal coordinates were determined by differentially corrected
 DN6160.hand held GPS observations or other comparable positioning techniques
 DN6160.and have an estimated accuracy of +/- 3 meters.
 DN6160
 DN6160.The orthometric height was determined by differential leveling and
 DN6160.adjusted by the NATIONAL GEODETIC SURVEY
 DN6160.in April 2012.
 DN6160
 DN6160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6160.GEOID18 height accuracy estimate available here.
 DN6160
 DN6160.Click photographs - Photos may exist for this station.
 DN6160
 DN6160.The dynamic height is computed by dividing the NAVD 88
 DN6160.geopotential number by the normal gravity value computed on the
 DN6160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6160.degrees latitude (g = 980.6199 gals.).
 DN6160
 DN6160.The modeled gravity was interpolated from observed gravity values.
 DN6160
 DN6160;                    North         East    Units  Estimated Accuracy
 DN6160;SPC MI C     -    83,300.7   5,965,307.9     MT  (+/- 3 meters HH1 GPS) 
 DN6160
 DN6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7621681496(NAD 83)
 DN6160
 DN6160                          SUPERSEDED SURVEY CONTROL
 DN6160
 DN6160.No superseded survey control is available for this station.
 DN6160
 DN6160_MARKER: F = FLANGE-ENCASED ROD
 DN6160_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6160_STAMPING: 18612 2009
 DN6160_MARK LOGO: NONE
 DN6160_PROJECTION: RECESSED 5 CENTIMETERS
 DN6160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6160+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6160_ROD/PIPE-DEPTH: 16.5 meters
 DN6160_SLEEVE-DEPTH  : 0.9 meters
 DN6160
 DN6160  HISTORY     - Date     Condition        Report By
 DN6160  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6160  HISTORY     - 20231219 GOOD             ROWEIN
 DN6160
 DN6160                          STATION DESCRIPTION
 DN6160
 DN6160'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6160'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH OF HATTON, 6.4 MI
 DN6160'(10.3 KM) SOUTH OF COOPERTON AND 3.2 MI (5.1 KM) NORTH OF HARRISON.
 DN6160'
 DN6160'TO REACH FROM NORTHBOUND US 127 (EXIT 170 HARRISON), FOLLOW RAMP TO
 DN6160'INTERSECTION OF BUS 127 (US 61), TURN RIGHT (NORTHWEST) AND FOLLOW BUS
 DN6160'127 FOR 6.21 MI (10.0 KM) THROUGH HARRISON TO STATION ON THE LEFT.
 DN6160'
 DN6160'THE STATION IS LOCATED IT IS 70.70 FT (21.5 M) SOUTH OF A 18 INCH (46
 DN6160'CM) TWIN OAK TREE, 53.20 FT (16.2 M) EAST OF A 10 INCH (25 CM) WHITE
 DN6160'PINE, 39.00 FT (11.9 M) SOUTH OF A 24 INCH (61 CM) REINFORCED CONCRETE
 DN6160'PIPE FLARED END, 27.45 FT (8.4 M) NORTHWEST OF THE CENTERLINE OF BUS
 DN6160'127 AND 4.00 FT (1.2 M) SOUTHEAST OF THE CARSONITE WITNESS POST.
 DN6160'
 DN6160'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6160
 DN6160                          STATION RECOVERY (2023)
 DN6160
 DN6160'RECOVERY NOTE BY ROWE INCORPORATED 2023 (FG)
 DN6160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6161 ***********************************************************************
 DN6161  DESIGNATION -  18613
 DN6161  PID         -  DN6161
 DN6161  STATE/COUNTY-  MI/CLARE
 DN6161  COUNTRY     -  US
 DN6161  USGS QUAD   -  HARRISON (2017)
 DN6161
 DN6161                         *CURRENT SURVEY CONTROL
 DN6161  ______________________________________________________________________
 DN6161* NAD 83(1986) POSITION- 44 04 34.96   (N) 084 47 19.49   (W)   HD_HELD1
 DN6161* NAVD 88 ORTHO HEIGHT -   379.963 (meters)     1246.60  (feet) ADJUSTED
 DN6161  ______________________________________________________________________
 DN6161  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 DN6161  DYNAMIC HEIGHT  -        379.896 (meters)     1246.38  (feet) COMP
 DN6161  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 DN6161
 DN6161  VERT ORDER      -  FIRST     CLASS II
 DN6161
 DN6161.The horizontal coordinates were determined by differentially corrected
 DN6161.hand held GPS observations or other comparable positioning techniques
 DN6161.and have an estimated accuracy of +/- 3 meters.
 DN6161
 DN6161.The orthometric height was determined by differential leveling and
 DN6161.adjusted by the NATIONAL GEODETIC SURVEY
 DN6161.in April 2012.
 DN6161
 DN6161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6161.GEOID18 height accuracy estimate available here.
 DN6161
 DN6161.Click photographs - Photos may exist for this station.
 DN6161
 DN6161.The dynamic height is computed by dividing the NAVD 88
 DN6161.geopotential number by the normal gravity value computed on the
 DN6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6161.degrees latitude (g = 980.6199 gals.).
 DN6161
 DN6161.The modeled gravity was interpolated from observed gravity values.
 DN6161
 DN6161;                    North         East    Units  Estimated Accuracy
 DN6161;SPC MI C     -    84,509.7   5,966,189.2     MT  (+/- 3 meters HH1 GPS) 
 DN6161
 DN6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7705982733(NAD 83)
 DN6161
 DN6161                          SUPERSEDED SURVEY CONTROL
 DN6161
 DN6161.No superseded survey control is available for this station.
 DN6161
 DN6161_MARKER: F = FLANGE-ENCASED ROD
 DN6161_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6161_STAMPING: 18613 2009
 DN6161_MARK LOGO: NONE
 DN6161_PROJECTION: RECESSED 5 CENTIMETERS
 DN6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6161+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6161_ROD/PIPE-DEPTH: 18.3 meters
 DN6161_SLEEVE-DEPTH  : 0.9 meters
 DN6161
 DN6161  HISTORY     - Date     Condition        Report By
 DN6161  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6161  HISTORY     - 20231219 GOOD             ROWEIN
 DN6161
 DN6161                          STATION DESCRIPTION
 DN6161
 DN6161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6161'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF
 DN6161'MEREDITH, 5.6 MI (9.0 KM) SOUTH OF COOPERTON AND 4.0 MI (6.4 KM) NORTH
 DN6161'OF HARRISON.
 DN6161'
 DN6161'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6161'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6161'GO 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN6161'
 DN6161'THE STATION IS LOCATED 59.70 FT (18.2 M) NORTH OF THE CENTERLINE OF A
 DN6161'GRAVEL DRIVEWAY, 52.08 FT (15.9 M) WEST OF THE CENTERLINE OF CLARE
 DN6161'AVENUE, 37.0 FT (11.3 M) SOUTH OF A CONCRETE BASE OF A SIGN POST,
 DN6161'32.70 FT (10.0 M) NORTH OF A CORRUGATED METAL PIPE AND 3.0 FT (0.9 M)
 DN6161'EAST OF THE CARSONITE WITNESS POST.
 DN6161'
 DN6161'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6161
 DN6161                          STATION RECOVERY (2023)
 DN6161
 DN6161'RECOVERY NOTE BY ROWE INCORPORATED 2023 (FG)
 DN6161'FOUND PER DATASHEET.  REPLACED CARSONITE POST 1 FT (0.3 M) TO WEST AND
 DN6161'PLACED 1/2 IN REBAR ALONG SIDE FOR MAGNETIC ATTRACTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6162 ***********************************************************************
 DN6162  DESIGNATION -  18614
 DN6162  PID         -  DN6162
 DN6162  STATE/COUNTY-  MI/CLARE
 DN6162  COUNTRY     -  US
 DN6162  USGS QUAD   -  HARRISON (2017)
 DN6162
 DN6162                         *CURRENT SURVEY CONTROL
 DN6162  ______________________________________________________________________
 DN6162* NAD 83(1986) POSITION- 44 05 44.64   (N) 084 47 20.00   (W)   HD_HELD1
 DN6162* NAVD 88 ORTHO HEIGHT -   369.071 (meters)     1210.86  (feet) ADJUSTED
 DN6162  ______________________________________________________________________
 DN6162  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 DN6162  DYNAMIC HEIGHT  -        369.006 (meters)     1210.65  (feet) COMP
 DN6162  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 DN6162
 DN6162  VERT ORDER      -  FIRST     CLASS II
 DN6162
 DN6162.The horizontal coordinates were determined by differentially corrected
 DN6162.hand held GPS observations or other comparable positioning techniques
 DN6162.and have an estimated accuracy of +/- 3 meters.
 DN6162
 DN6162.The orthometric height was determined by differential leveling and
 DN6162.adjusted by the NATIONAL GEODETIC SURVEY
 DN6162.in April 2012.
 DN6162
 DN6162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6162.GEOID18 height accuracy estimate available here.
 DN6162
 DN6162.Click photographs - Photos may exist for this station.
 DN6162
 DN6162.The dynamic height is computed by dividing the NAVD 88
 DN6162.geopotential number by the normal gravity value computed on the
 DN6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6162.degrees latitude (g = 980.6199 gals.).
 DN6162
 DN6162.The modeled gravity was interpolated from observed gravity values.
 DN6162
 DN6162;                    North         East    Units  Estimated Accuracy
 DN6162;SPC MI C     -    86,660.4   5,966,189.1     MT  (+/- 3 meters HH1 GPS) 
 DN6162
 DN6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7699084882(NAD 83)
 DN6162
 DN6162                          SUPERSEDED SURVEY CONTROL
 DN6162
 DN6162.No superseded survey control is available for this station.
 DN6162
 DN6162_MARKER: F = FLANGE-ENCASED ROD
 DN6162_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6162_STAMPING: 18614 2009
 DN6162_MARK LOGO: NONE
 DN6162_PROJECTION: RECESSED 5 CENTIMETERS
 DN6162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6162_ROD/PIPE-DEPTH: 15.0 meters
 DN6162_SLEEVE-DEPTH  : 0.9 meters
 DN6162
 DN6162  HISTORY     - Date     Condition        Report By
 DN6162  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6162
 DN6162                          STATION DESCRIPTION
 DN6162
 DN6162'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6162'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 DN6162'MEREDITH, 5.3 MI (8.5 KM) NORTH OF HARRISON AND 4.3 MI (6.9 KM) SOUTH
 DN6162'OF COOPERTON.
 DN6162'
 DN6162'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6162'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6162'GO 1.49 MI (2.4 KM) TO THE STATION ON THE LEFT.
 DN6162'
 DN6162'THE STATION IS LOCATED IT IS 59.35 FT (18.1 M) EAST OF A 16 INCH (41
 DN6162'CM) OAK TREE, 48.50 FT (14.8 M) NORTH OF A 18 INCH (46 CM) OAK TREE,
 DN6162'40.65 FT (12.4 M) WEST OF THE CENTERLINE OF CLARE AVENUE, 38.60 FT
 DN6162'(11.8 M) SOUTHEAST OF A POWER POLE AND 3.63 FT (1.1 M) WEST OF THE
 DN6162'CARSONITE WITNESS POST.
 DN6162'
 DN6162'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6163 ***********************************************************************
 DN6163  DESIGNATION -  18615
 DN6163  PID         -  DN6163
 DN6163  STATE/COUNTY-  MI/CLARE
 DN6163  COUNTRY     -  US
 DN6163  USGS QUAD   -  HARRISON (2017)
 DN6163
 DN6163                         *CURRENT SURVEY CONTROL
 DN6163  ______________________________________________________________________
 DN6163* NAD 83(1986) POSITION- 44 06 47.93   (N) 084 47 19.96   (W)   HD_HELD1
 DN6163* NAVD 88 ORTHO HEIGHT -   350.874 (meters)     1151.16  (feet) ADJUSTED
 DN6163  ______________________________________________________________________
 DN6163  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 DN6163  DYNAMIC HEIGHT  -        350.813 (meters)     1150.96  (feet) COMP
 DN6163  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 DN6163
 DN6163  VERT ORDER      -  FIRST     CLASS II
 DN6163
 DN6163.The horizontal coordinates were determined by differentially corrected
 DN6163.hand held GPS observations or other comparable positioning techniques
 DN6163.and have an estimated accuracy of +/- 3 meters.
 DN6163
 DN6163.The orthometric height was determined by differential leveling and
 DN6163.adjusted by the NATIONAL GEODETIC SURVEY
 DN6163.in April 2012.
 DN6163
 DN6163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6163.GEOID18 height accuracy estimate available here.
 DN6163
 DN6163.Click photographs - Photos may exist for this station.
 DN6163
 DN6163.The dynamic height is computed by dividing the NAVD 88
 DN6163.geopotential number by the normal gravity value computed on the
 DN6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6163.degrees latitude (g = 980.6199 gals.).
 DN6163
 DN6163.The modeled gravity was interpolated from observed gravity values.
 DN6163
 DN6163;                    North         East    Units  Estimated Accuracy
 DN6163;SPC MI C     -    88,613.9   5,966,200.2     MT  (+/- 3 meters HH1 GPS) 
 DN6163
 DN6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7693886835(NAD 83)
 DN6163
 DN6163                          SUPERSEDED SURVEY CONTROL
 DN6163
 DN6163.No superseded survey control is available for this station.
 DN6163
 DN6163_MARKER: F = FLANGE-ENCASED ROD
 DN6163_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6163_STAMPING: 18615 2009
 DN6163_MARK LOGO: NONE
 DN6163_PROJECTION: RECESSED 5 CENTIMETERS
 DN6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6163+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 DN6163_ROD/PIPE-DEPTH: 16.1 meters
 DN6163_SLEEVE-DEPTH  : 0.9 meters
 DN6163
 DN6163  HISTORY     - Date     Condition        Report By
 DN6163  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6163  HISTORY     - 20250731 GOOD             MIDT
 DN6163
 DN6163                          STATION DESCRIPTION
 DN6163
 DN6163'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6163'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST OF MEREDITH, 6.5 MI
 DN6163'(10.5 KM) NORTH OF HARRISON AND 3.1 MI (5.0 KM) SOUTH OF COOPERTON.
 DN6163'
 DN6163'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6163'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6163'GO 2.71 MI (4.4 KM) TO THE STATION ON THE RIGHT.  STATION IS LOCATED
 DN6163'JUST SOUTH OF THE MAIN ENTRANCE TO TAMARACKS GOLF COURSE.
 DN6163'
 DN6163'THE STATION IS LOCATED 95.1 FT (29.0 M) SOUTH OF THE CENTERLINE OF THE
 DN6163'SOUTH DRIVE OF TAMARACKS GOLF COURSE, 87.25 FT (26.6 M) NORTH OF A 6
 DN6163'FT (1.8 M) BOX CULVERT, 31.15 FT (9.5 M) SOUTH-SOUTHWEST OF A POWER
 DN6163'POLE, 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF CLARE AVENUE AND 3.45
 DN6163'FT (1.1 M) WEST OF THE CARSONITE WITNESS POST.
 DN6163'
 DN6163'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6163
 DN6163                          STATION RECOVERY (2025)
 DN6163
 DN6163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6164 ***********************************************************************
 DN6164  DESIGNATION -  18616
 DN6164  PID         -  DN6164
 DN6164  STATE/COUNTY-  MI/CLARE
 DN6164  COUNTRY     -  US
 DN6164  USGS QUAD   -  COOPERTON (2017)
 DN6164
 DN6164                         *CURRENT SURVEY CONTROL
 DN6164  ______________________________________________________________________
 DN6164* NAD 83(1986) POSITION- 44 08 54.74   (N) 084 46 53.93   (W)   HD_HELD1
 DN6164* NAVD 88 ORTHO HEIGHT -   335.323 (meters)     1100.14  (feet) ADJUSTED
 DN6164  ______________________________________________________________________
 DN6164  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 DN6164  DYNAMIC HEIGHT  -        335.265 (meters)     1099.95  (feet) COMP
 DN6164  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 DN6164
 DN6164  VERT ORDER      -  FIRST     CLASS II
 DN6164
 DN6164.The horizontal coordinates were determined by differentially corrected
 DN6164.hand held GPS observations or other comparable positioning techniques
 DN6164.and have an estimated accuracy of +/- 3 meters.
 DN6164
 DN6164.The orthometric height was determined by differential leveling and
 DN6164.adjusted by the NATIONAL GEODETIC SURVEY
 DN6164.in April 2012.
 DN6164
 DN6164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6164.GEOID18 height accuracy estimate available here.
 DN6164
 DN6164.Click photographs - Photos may exist for this station.
 DN6164
 DN6164.The dynamic height is computed by dividing the NAVD 88
 DN6164.geopotential number by the normal gravity value computed on the
 DN6164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6164.degrees latitude (g = 980.6199 gals.).
 DN6164
 DN6164.The modeled gravity was interpolated from observed gravity values.
 DN6164
 DN6164;                    North         East    Units  Estimated Accuracy
 DN6164;SPC MI C     -    92,524.9   5,966,799.0     MT  (+/- 3 meters HH1 GPS) 
 DN6164
 DN6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7741190763(NAD 83)
 DN6164
 DN6164                          SUPERSEDED SURVEY CONTROL
 DN6164
 DN6164.No superseded survey control is available for this station.
 DN6164
 DN6164_MARKER: F = FLANGE-ENCASED ROD
 DN6164_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6164_STAMPING: 18616 2009
 DN6164_PROJECTION: RECESSED 5 CENTIMETERS
 DN6164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6164+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2020
 DN6164_ROD/PIPE-DEPTH: 27.8 meters
 DN6164_SLEEVE-DEPTH  : 0.9 meters
 DN6164
 DN6164  HISTORY     - Date     Condition        Report By
 DN6164  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6164  HISTORY     - 20130805 GOOD             SPICE
 DN6164  HISTORY     - 20150113 GOOD             ROWEIN
 DN6164  HISTORY     - 20200707 GOOD             MIDT
 DN6164
 DN6164                          STATION DESCRIPTION
 DN6164
 DN6164'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6164'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF HARRISON, 8.8
 DN6164'MI (14.2 KM) WEST OF MEREDITH AND 0.6 MI (1.0 KM) SOUTH-SOUTHEAST OF
 DN6164'COOPERTON.
 DN6164'
 DN6164'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6164'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6164'GO 5.30 MI (8.5 KM) TO THE STATION ON THE RIGHT.
 DN6164'
 DN6164'THE STATION IS LOCATED 106.1 FT (32.3 M) NORTH-NORTHWEST OF A POWER
 DN6164'POLE, 45.4 FT (13.8 M) EAST OF THE CENTERLINE OF CLARE AVENUE, 30.25
 DN6164'FT (9.2 M) NORTH OF THE CENTERLINE OF A TWO TRACK, 13.2 FT (4.0 M)
 DN6164'NORTHEAST OF THE NORTH END OF A 12 INCH (30 CM) CONCRETE CULVERT AND
 DN6164'3.45 FT (1.1 M) WEST OF THE CARSONITE WITNESS POST.
 DN6164'
 DN6164'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6164
 DN6164                          STATION RECOVERY (2013)
 DN6164
 DN6164'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 DN6164'RECOVERED IN GOOD CONDITION.
 DN6164
 DN6164                          STATION RECOVERY (2015)
 DN6164
 DN6164'RECOVERY NOTE BY ROWE INCORPORATED 2015 (SJS)
 DN6164'RECOVERED IN GOOD CONDITION.
 DN6164
 DN6164                          STATION RECOVERY (2020)
 DN6164
 DN6164'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DN6164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0478 ***********************************************************************
 NF0478  DESIGNATION -  187 1/2
 NF0478  PID         -  NF0478
 NF0478  STATE/COUNTY-  MI/EATON
 NF0478  COUNTRY     -  US
 NF0478  USGS QUAD   -  BELLEVUE (2017)
 NF0478
 NF0478                         *CURRENT SURVEY CONTROL
 NF0478  ______________________________________________________________________
 NF0478* NAD 83(2011) POSITION- 42 25 38.68683(N) 085 02 33.85010(W)   ADJUSTED
 NF0478* NAD 83(2011) ELLIP HT-   226.146 (meters)        (06/27/12)   ADJUSTED
 NF0478* NAD 83(2011) EPOCH   -  2010.00
 NF0478* NAVD 88 ORTHO HEIGHT -   259.945 (meters)      852.84  (feet) ADJUSTED
 NF0478  ______________________________________________________________________
 NF0478  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 NF0478  NAD 83(2011) X  -    407,458.813 (meters)                     COMP
 NF0478  NAD 83(2011) Y  - -4,697,629.197 (meters)                     COMP
 NF0478  NAD 83(2011) Z  -  4,280,919.089 (meters)                     COMP
 NF0478  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 NF0478  DYNAMIC HEIGHT  -        259.861 (meters)      852.56  (feet) COMP
 NF0478  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 NF0478
 NF0478  VERT ORDER      -  SECOND    CLASS 0
 NF0478
 NF0478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0478  Standards:
 NF0478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0478  -------------------------------------------------------------------
 NF0478  NETWORK    1.07   2.21           0.50   0.34   1.13      0.00508482
 NF0478  -------------------------------------------------------------------
 NF0478  Click here for local accuracies and other accuracy information.
 NF0478
 NF0478.The horizontal coordinates were established by GPS observations
 NF0478.and adjusted by the National Geodetic Survey in June 2012.
 NF0478
 NF0478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0478.been affixed to the stable North American tectonic plate. See 
 NF0478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0478
 NF0478.The horizontal coordinates are valid at the epoch date displayed above
 NF0478.which is a decimal equivalence of Year/Month/Day.
 NF0478
 NF0478.The orthometric height was determined by differential leveling and
 NF0478.adjusted by the NATIONAL GEODETIC SURVEY
 NF0478.in June 1991.
 NF0478
 NF0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0478.GEOID18 height accuracy estimate available here.
 NF0478
 NF0478.Click photographs - Photos may exist for this station.
 NF0478
 NF0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0478
 NF0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0478
 NF0478.The ellipsoidal height was determined by GPS observations
 NF0478.and is referenced to NAD 83.
 NF0478
 NF0478.The dynamic height is computed by dividing the NAVD 88
 NF0478.geopotential number by the normal gravity value computed on the
 NF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0478.degrees latitude (g = 980.6199 gals.).
 NF0478
 NF0478.The modeled gravity was interpolated from observed gravity values.
 NF0478
 NF0478. The following values were computed from the NAD 83(2011) position.
 NF0478
 NF0478;                    North         East     Units Scale Factor Converg.
 NF0478;SPC MI S     -   103,238.237 3,944,367.540   MT  0.99993858   -0 27 36.3
 NF0478;SPC MI S     -   338,708.13 12,940,838.39   iFT  0.99993858   -0 27 36.3
 NF0478;UTM  16      - 4,699,088.925   661,009.550   MT  0.99991897   +1 19 14.7
 NF0478
 NF0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0478!SPC MI S     -   0.99996453  x   0.99993858  =   0.99990312
 NF0478!UTM  16      -   0.99996453  x   0.99991897  =   0.99988351
 NF0478
 NF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6100999088(NAD 83)
 NF0478
 NF0478                          SUPERSEDED SURVEY CONTROL
 NF0478
 NF0478  NAD 83(2007)-  42 25 38.68704(N)    085 02 33.85100(W) AD(2002.00) 0
 NF0478  ELLIP H (02/10/07)  226.155  (m)                       GP(2002.00)    
 NF0478  ELLIP H (07/12/02)  226.167  (m)                       GP(       ) 4 1
 NF0478  NAD 83(1994)-  42 25 38.68688(N)    085 02 33.85122(W) AD(       ) 1
 NF0478  ELLIP H (12/21/95)  226.191  (m)                       GP(       ) 4 1
 NF0478  NAVD 88             259.94   (m)          852.8    (f) LEVELING    3  
 NF0478  NGVD 29 (??/??/92)  260.07   (m)          853.2    (f) COMPUTED    2 0
 NF0478
 NF0478.Superseded values are not recommended for survey control.
 NF0478
 NF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0478.See file dsdata.pdf to determine how the superseded data were derived.
 NF0478
 NF0478_MARKER: B = BOLT
 NF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0478_STAMPING: 187 1/2
 NF0478_MARK LOGO: CGS
 NF0478_MAGNETIC: I = MARKER IS A STEEL ROD
 NF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0478+STABILITY: SURFACE MOTION
 NF0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0478+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2020
 NF0478
 NF0478  HISTORY     - Date     Condition        Report By
 NF0478  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0478  HISTORY     - 1934     GOOD             CGS
 NF0478  HISTORY     - 19940919 GOOD             MIDT
 NF0478  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0478  HISTORY     - 20040810 GOOD             INDIV
 NF0478  HISTORY     - 20200528 GOOD             MIDT
 NF0478
 NF0478                          STATION DESCRIPTION
 NF0478
 NF0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0478'1.8 MI SW FROM BELLEVUE.
 NF0478'1.8 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0478'STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST OF MILEPOST
 NF0478'C 187, 20 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 190,
 NF0478'AT A PRIVATE ROAD CROSING, 33 YARDS NORTHEAST OF THE CENTERLINE
 NF0478'OF THE ROAD, 15 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE
 NF0478'NORTHWEST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER
 NF0478'BOLT, STAMPED 187-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0478
 NF0478                          STATION RECOVERY (1994)
 NF0478
 NF0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 NF0478'STATION IS LOCATED IN QUAD 420852 ON THE BELLEVUE QUADRANGLE MAP.  IT
 NF0478'IS IN THE SOUTHWEST 1/4 SECTION 32, T-1-N, R-6-W, BELLEVUE TOWNSHIP.
 NF0478'ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ASSYRIA, 1.5 MI (2.4 KM) SOUTHWEST
 NF0478'OF BELLEVUE, AND ON THE GRAND TRUNK WESTERN RAILROAD RIGHT-OF-WAY. TO
 NF0478'REACH FROM THE POST OFFICE IN BELLEVUE TRAVEL SOUTH ONE BLOCK ON MAIN
 NF0478'STREET TO CAPITAL.  TURN RIGHT AND TRAVEL WEST ON CAPITAL FOR 0.56 MI
 NF0478'(0.90 KM) TO SAND ROAD.  TURN LEFT AND GO SOUTH FOR 1.2 MI (1.9 KM) TO
 NF0478'A TWO-TRACK DRIVEWAY ON THE RIGHT (WEST) SIDE OF THE ROAD BY MAILBOX
 NF0478'FOR HOUSE NUMBER 9606.  BEAR RIGHT ONTO DRIVEWAY AND TRAVEL SOUTHEAST
 NF0478'FOR ABOUT 0.25 MI (0.40 KM) TO JUST BEFORE REACHING HOUSE. BEAR TO THE
 NF0478'RIGHT EAST PAST A WILD CHERRY TREE AND DOWN A GRASS LANE WHICH CUTS
 NF0478'THROUGH A CORN FIELD FOR 0.35 MI (0.56 KM) TO SOUTHEAST EDGE OF
 NF0478'RAILROAD GRADE AT A PRIVATE CROSSING.  STATION WAS DESCRIBED IN THE
 NF0478'OLD DESCRIPTION AS BEING A COPPER BOLT.  BUT IT IS ACTUALLY AN IRON
 NF0478'CONE TYPE DISK WHICH WAS EMBEDDED INTO THE TOP OF CONCRETE MONUMENT.
 NF0478'THE CONCRETE IS BADLY DETERIORATING SHOWING MOST OF THE DISK AND SOME
 NF0478'REBAR WHICH WAS EMBEDDED INTO THE MONUMENT TO RE-INFORCE THE CONCRETE.
 NF0478'THE DISK IS STAMPED 187 1/2.  IT IS 1.0 FT (0.3 M) SOUTHEAST FROM THE
 NF0478'NORTHWEST RIGHT-OF-WAY FENCE, ABOUT 100.0 FT (30.5 M) NORTHEAST FROM A
 NF0478'PRIVATE TRAIL ROAD CROSSING RAILROAD.  A CARSONITE MARKER POST WAS
 NF0478'PLACED BY THE MONUMENT.  DESCRIBED BY R.L. RAMSEY NGS GEODETIC ADVISOR
 NF0478'- MICHIGAN.
 NF0478
 NF0478                          STATION RECOVERY (2001)
 NF0478
 NF0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0478'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0478
 NF0478                          STATION RECOVERY (2004)
 NF0478
 NF0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0478'RECOVERED IN GOOD CONDITION.
 NF0478
 NF0478                          STATION RECOVERY (2020)
 NF0478
 NF0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 NF0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0477 ***********************************************************************
 NF0477  DESIGNATION -  188 1/2
 NF0477  PID         -  NF0477
 NF0477  STATE/COUNTY-  MI/EATON
 NF0477  COUNTRY     -  US
 NF0477  USGS QUAD   -  BELLEVUE (2017)
 NF0477
 NF0477                         *CURRENT SURVEY CONTROL
 NF0477  ______________________________________________________________________
 NF0477* NAD 83(1986) POSITION- 42 26 15.     (N) 085 01 47.     (W)   SCALED
 NF0477* NAVD 88 ORTHO HEIGHT -   264.562 (meters)      867.98  (feet) ADJUSTED
 NF0477  ______________________________________________________________________
 NF0477  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 NF0477  DYNAMIC HEIGHT  -        264.477 (meters)      867.71  (feet) COMP
 NF0477  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 NF0477
 NF0477  VERT ORDER      -  SECOND    CLASS 0
 NF0477
 NF0477.The horizontal coordinates were scaled from a map and have
 NF0477.an estimated accuracy of +/- 6 seconds.
 NF0477
 NF0477.The orthometric height was determined by differential leveling and
 NF0477.adjusted by the NATIONAL GEODETIC SURVEY
 NF0477.in June 1991.
 NF0477
 NF0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0477.GEOID18 height accuracy estimate available here.
 NF0477
 NF0477.Click photographs - Photos may exist for this station.
 NF0477
 NF0477.The dynamic height is computed by dividing the NAVD 88
 NF0477.geopotential number by the normal gravity value computed on the
 NF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0477.degrees latitude (g = 980.6199 gals.).
 NF0477
 NF0477.The modeled gravity was interpolated from observed gravity values.
 NF0477
 NF0477;                    North         East    Units  Estimated Accuracy
 NF0477;SPC MI S     -   104,350.    3,945,450.      MT  (+/- 180 meters Scaled)
 NF0477
 NF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN620002(NAD 83)
 NF0477
 NF0477                          SUPERSEDED SURVEY CONTROL
 NF0477
 NF0477  NGVD 29 (??/??/92)  264.68   (m)          868.4    (f) COMPUTED    2 0
 NF0477
 NF0477.Superseded values are not recommended for survey control.
 NF0477
 NF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0477.See file dsdata.pdf to determine how the superseded data were derived.
 NF0477
 NF0477_MARKER: B = BOLT
 NF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0477_STAMPING: 188-1/2
 NF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0477+STABILITY: SURFACE MOTION
 NF0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0477+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 NF0477
 NF0477  HISTORY     - Date     Condition        Report By
 NF0477  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0477  HISTORY     - 1934     GOOD             CGS
 NF0477  HISTORY     - 20011128 GOOD             NGS
 NF0477  HISTORY     - 20040810 GOOD             INDIV
 NF0477
 NF0477                          STATION DESCRIPTION
 NF0477
 NF0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0477'0.8 MI SW FROM BELLEVUE.
 NF0477'0.8 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0477'THE STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST OF
 NF0477'MILEPOST C 188, AT A ROAD CROSSING, 85 YARDS NORTHEAST OF THE
 NF0477'CENTERLINE OF THE ROAD, 10 YARDS SOUTHEAST OF THE SOUTHEAST RAIL
 NF0477'OF THE SOUTHEAST TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE
 NF0477'RAIL.  A COPPER BOLT, STAMPED 188-1/2 AND SET IN THE TOP OF A
 NF0477'CONCRETE POST.
 NF0477
 NF0477                          STATION RECOVERY (2001)
 NF0477
 NF0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0477'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0477
 NF0477                          STATION RECOVERY (2004)
 NF0477
 NF0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0474 ***********************************************************************
 NF0474  DESIGNATION -  189 1/2
 NF0474  PID         -  NF0474
 NF0474  STATE/COUNTY-  MI/EATON
 NF0474  COUNTRY     -  US
 NF0474  USGS QUAD   -  BELLEVUE (2017)
 NF0474
 NF0474                         *CURRENT SURVEY CONTROL
 NF0474  ______________________________________________________________________
 NF0474* NAD 83(1986) POSITION- 42 26 40.     (N) 085 00 46.     (W)   SCALED
 NF0474* NAVD 88 ORTHO HEIGHT -   262.646 (meters)      861.70  (feet) ADJUSTED
 NF0474  ______________________________________________________________________
 NF0474  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 NF0474  DYNAMIC HEIGHT  -        262.560 (meters)      861.42  (feet) COMP
 NF0474  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 NF0474
 NF0474  VERT ORDER      -  SECOND    CLASS 0
 NF0474
 NF0474.The horizontal coordinates were scaled from a map and have
 NF0474.an estimated accuracy of +/- 6 seconds.
 NF0474
 NF0474.The orthometric height was determined by differential leveling and
 NF0474.adjusted by the NATIONAL GEODETIC SURVEY
 NF0474.in June 1991.
 NF0474
 NF0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0474.GEOID18 height accuracy estimate available here.
 NF0474
 NF0474.Click photographs - Photos may exist for this station.
 NF0474
 NF0474.The dynamic height is computed by dividing the NAVD 88
 NF0474.geopotential number by the normal gravity value computed on the
 NF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0474.degrees latitude (g = 980.6199 gals.).
 NF0474
 NF0474.The modeled gravity was interpolated from observed gravity values.
 NF0474
 NF0474;                    North         East    Units  Estimated Accuracy
 NF0474;SPC MI S     -   105,110.    3,946,850.      MT  (+/- 180 meters Scaled)
 NF0474
 NF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN634010(NAD 83)
 NF0474
 NF0474                          SUPERSEDED SURVEY CONTROL
 NF0474
 NF0474  NGVD 29 (??/??/92)  262.77   (m)          862.1    (f) COMPUTED    2 0
 NF0474
 NF0474.Superseded values are not recommended for survey control.
 NF0474
 NF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0474.See file dsdata.pdf to determine how the superseded data were derived.
 NF0474
 NF0474_MARKER: B = BOLT
 NF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0474_STAMPING: 189-1/2
 NF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0474+STABILITY: SURFACE MOTION
 NF0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0474+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 NF0474
 NF0474  HISTORY     - Date     Condition        Report By
 NF0474  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0474  HISTORY     - 1934     GOOD             CGS
 NF0474  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0474  HISTORY     - 20050211 GOOD             GEOCAC
 NF0474
 NF0474                          STATION DESCRIPTION
 NF0474
 NF0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0474'AT BELLEVUE.
 NF0474'AT BELLEVUE, EATON COUNTY, 515 YARDS NORTHEAST OF THE NORTHEAST END
 NF0474'OF THE GRAND TRUNK WESTERN RAILROAD STATION, 78 YARDS SOUTHWEST
 NF0474'OF A CITY-LIMIT SIGN ON STATE HIGHWAY 78, 15 YARDS NORTHWEST OF
 NF0474'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1.2 FEET SOUTHEAST
 NF0474'OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 189-1/2 AND
 NF0474'SET IN THE TOP OF A CONCRETE POST.
 NF0474
 NF0474                          STATION RECOVERY (2001)
 NF0474
 NF0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0474'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0474
 NF0474                          STATION RECOVERY (2005)
 NF0474
 NF0474'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0475 ***********************************************************************
 NF0475  DESIGNATION -  189.4
 NF0475  PID         -  NF0475
 NF0475  STATE/COUNTY-  MI/EATON
 NF0475  COUNTRY     -  US
 NF0475  USGS QUAD   -  BELLEVUE (2017)
 NF0475
 NF0475                         *CURRENT SURVEY CONTROL
 NF0475  ______________________________________________________________________
 NF0475* NAD 83(1986) POSITION- 42 26 37.     (N) 085 00 52.     (W)   SCALED
 NF0475* NAVD 88 ORTHO HEIGHT -   263.714 (meters)      865.20  (feet) ADJUSTED
 NF0475  ______________________________________________________________________
 NF0475  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 NF0475  DYNAMIC HEIGHT  -        263.628 (meters)      864.92  (feet) COMP
 NF0475  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 NF0475
 NF0475  VERT ORDER      -  SECOND    CLASS 0
 NF0475
 NF0475.The horizontal coordinates were scaled from a map and have
 NF0475.an estimated accuracy of +/- 6 seconds.
 NF0475
 NF0475.The orthometric height was determined by differential leveling and
 NF0475.adjusted by the NATIONAL GEODETIC SURVEY
 NF0475.in June 1991.
 NF0475
 NF0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0475.GEOID18 height accuracy estimate available here.
 NF0475
 NF0475.Click photographs - Photos may exist for this station.
 NF0475
 NF0475.The dynamic height is computed by dividing the NAVD 88
 NF0475.geopotential number by the normal gravity value computed on the
 NF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0475.degrees latitude (g = 980.6199 gals.).
 NF0475
 NF0475.The modeled gravity was interpolated from observed gravity values.
 NF0475
 NF0475;                    North         East    Units  Estimated Accuracy
 NF0475;SPC MI S     -   105,020.    3,946,710.      MT  (+/- 180 meters Scaled)
 NF0475
 NF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN632009(NAD 83)
 NF0475
 NF0475                          SUPERSEDED SURVEY CONTROL
 NF0475
 NF0475  NGVD 29 (??/??/92)  263.83   (m)          865.6    (f) COMPUTED    2 0
 NF0475
 NF0475.Superseded values are not recommended for survey control.
 NF0475
 NF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0475.See file dsdata.pdf to determine how the superseded data were derived.
 NF0475
 NF0475_MARKER: B = BOLT
 NF0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0475_STAMPING: 189.4
 NF0475_PROJECTION: FLUSH
 NF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0475+STABILITY: SURFACE MOTION
 NF0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0475+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 NF0475
 NF0475  HISTORY     - Date     Condition        Report By
 NF0475  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0475  HISTORY     - 1934     GOOD             CGS
 NF0475  HISTORY     - 20011128 POOR             NGS
 NF0475  HISTORY     - 20040810 GOOD             INDIV
 NF0475  HISTORY     - 20050211 GOOD             GEOCAC
 NF0475  HISTORY     - 20190723 GOOD             LOCSUR
 NF0475  HISTORY     - 20230330 GOOD             MIDT
 NF0475
 NF0475                          STATION DESCRIPTION
 NF0475
 NF0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0475'AT BELLEVUE.
 NF0475'AT BELLEVUE, EATON COUNTY, 295 YARDS NORTHEAST OF THE NORTHEAST
 NF0475'END OF THE GRAND TRUNK WESTERN RAILROAD STATION, AT A BRIDGE OVER
 NF0475'BATTLE CREEK, IN THE TOP OF THE EAST CORNER OF THE NORTH PIER,
 NF0475'5.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 NF0475'AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NF0475'189.4 AND SET IN THE TOP OF A CONCRETE POST.
 NF0475
 NF0475                          STATION RECOVERY (2001)
 NF0475
 NF0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0475'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0475
 NF0475                          STATION RECOVERY (2004)
 NF0475
 NF0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0475'RECOVERED IN GOOD CONDITION.
 NF0475
 NF0475                          STATION RECOVERY (2005)
 NF0475
 NF0475'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0475'THE STATION ID MARKS HAVE BEEN WORN OFF. OTHERWISE, THE MARK IS IN
 NF0475'GOOD SHAPE.
 NF0475
 NF0475                          STATION RECOVERY (2019)
 NF0475
 NF0475'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2019 (WAI)
 NF0475'RECOVERED IN GOOD CONDITION.
 NF0475
 NF0475                          STATION RECOVERY (2023)
 NF0475
 NF0475'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0087 ***********************************************************************
 NG0087  DESIGNATION -  1893
 NG0087  PID         -  NG0087
 NG0087  STATE/COUNTY-  MI/BERRIEN
 NG0087  COUNTRY     -  US
 NG0087  USGS QUAD   -  BENTON HARBOR (2017)
 NG0087
 NG0087                         *CURRENT SURVEY CONTROL
 NG0087  ______________________________________________________________________
 NG0087* NAD 83(1986) POSITION- 42 06 48.     (N) 086 29 14.     (W)   SCALED
 NG0087* NAVD 88 ORTHO HEIGHT -   178.168 (meters)      584.54  (feet) ADJUSTED
 NG0087  ______________________________________________________________________
 NG0087  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 NG0087  DYNAMIC HEIGHT  -        178.109 (meters)      584.35  (feet) COMP
 NG0087  MODELED GRAVITY -    980,287.6   (mgal)                       NAVD 88
 NG0087
 NG0087  VERT ORDER      -  SECOND    CLASS 0
 NG0087
 NG0087.The horizontal coordinates were scaled from a map and have
 NG0087.an estimated accuracy of +/- 6 seconds.
 NG0087
 NG0087.The orthometric height was determined by differential leveling and
 NG0087.adjusted by the NATIONAL GEODETIC SURVEY
 NG0087.in June 1991.
 NG0087
 NG0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0087.GEOID18 height accuracy estimate available here.
 NG0087
 NG0087.Click photographs - Photos may exist for this station.
 NG0087
 NG0087.The dynamic height is computed by dividing the NAVD 88
 NG0087.geopotential number by the normal gravity value computed on the
 NG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0087.degrees latitude (g = 980.6199 gals.).
 NG0087
 NG0087.The modeled gravity was interpolated from observed gravity values.
 NG0087
 NG0087;                    North         East    Units  Estimated Accuracy
 NG0087;SPC MI S     -    70,340.    3,824,640.      MT  (+/- 180 meters Scaled)
 NG0087
 NG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM423624(NAD 83)
 NG0087
 NG0087                          SUPERSEDED SURVEY CONTROL
 NG0087
 NG0087  NGVD 29 (??/??/92)  178.317  (m)          585.03   (f) ADJ UNCH    2 0
 NG0087
 NG0087.Superseded values are not recommended for survey control.
 NG0087
 NG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0087.See file dsdata.pdf to determine how the superseded data were derived.
 NG0087
 NG0087_MARKER: P = PIPE CAP
 NG0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0087_MARK LOGO: USLS
 NG0087_PROJECTION: RECESSED 15 CENTIMETERS
 NG0087_MAGNETIC: P = MARKER IS A STEEL PIPE
 NG0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0087
 NG0087  HISTORY     - Date     Condition        Report By
 NG0087  HISTORY     - UNK      MONUMENTED       USLS
 NG0087  HISTORY     - 1934     GOOD             CGS
 NG0087  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0087
 NG0087                          STATION DESCRIPTION
 NG0087
 NG0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0087'AT SAINT JOSEPH.
 NG0087'AT SAINT JOSEPH, BERRIEN COUNTY, AT THE COAST GUARD STATION,
 NG0087'53 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SLEEPING
 NG0087'QUARTERS, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NG0087'DWELLING, 7.6 FEET EAST OF THE NORTHEAST LEG OF THE FLAG POLE,
 NG0087'3.2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE WALK, UNDER
 NG0087'A 4-INCH SQUARE IRON WASHER, AND ABOUT 6 INCHES BELOW GROUND.
 NG0087'A CAP, FASTENED ON A 1-INCH IRON PIPE.
 NG0087
 NG0087                          STATION RECOVERY (1985)
 NG0087
 NG0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0087'THIS LOCATION IS NOW COVERED IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0059 ***********************************************************************
 PL0059  DESIGNATION -  19
 PL0059  PID         -  PL0059
 PL0059  STATE/COUNTY-  MI/OGEMAW
 PL0059  COUNTRY     -  US
 PL0059  USGS QUAD   -  DAMON (2017)
 PL0059
 PL0059                         *CURRENT SURVEY CONTROL
 PL0059  ______________________________________________________________________
 PL0059* NAD 83(1986) POSITION- 44 28 12.     (N) 084 07 39.     (W)   SCALED
 PL0059* NAVD 88 ORTHO HEIGHT -   386.823 (meters)     1269.10  (feet) ADJUSTED
 PL0059  ______________________________________________________________________
 PL0059  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 PL0059  DYNAMIC HEIGHT  -        386.765 (meters)     1268.91  (feet) COMP
 PL0059  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 PL0059
 PL0059  VERT ORDER      -  SECOND    CLASS 0
 PL0059
 PL0059.The horizontal coordinates were scaled from a map and have
 PL0059.an estimated accuracy of +/- 6 seconds.
 PL0059
 PL0059.The orthometric height was determined by differential leveling and
 PL0059.adjusted by the NATIONAL GEODETIC SURVEY
 PL0059.in June 1991.
 PL0059
 PL0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0059.GEOID18 height accuracy estimate available here.
 PL0059
 PL0059.Click photographs - Photos may exist for this station.
 PL0059
 PL0059.The dynamic height is computed by dividing the NAVD 88
 PL0059.geopotential number by the normal gravity value computed on the
 PL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0059.degrees latitude (g = 980.6199 gals.).
 PL0059
 PL0059.The modeled gravity was interpolated from observed gravity values.
 PL0059
 PL0059;                    North         East    Units  Estimated Accuracy
 PL0059;SPC MI C     -   128,190.    6,019,030.      MT  (+/- 180 meters Scaled)
 PL0059
 PL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ284280(NAD 83)
 PL0059
 PL0059                          SUPERSEDED SURVEY CONTROL
 PL0059
 PL0059  NGVD 29 (??/??/92)  386.955  (m)         1269.53   (f) ADJ UNCH    2 0
 PL0059
 PL0059.Superseded values are not recommended for survey control.
 PL0059
 PL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0059.See file dsdata.pdf to determine how the superseded data were derived.
 PL0059
 PL0059_MARKER: N = NAIL
 PL0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0059_SP_SET: PINE TREE
 PL0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0059
 PL0059  HISTORY     - Date     Condition        Report By
 PL0059  HISTORY     - UNK      MONUMENTED       MIDH
 PL0059  HISTORY     - 1934     GOOD             CGS
 PL0059
 PL0059                          STATION DESCRIPTION
 PL0059
 PL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0059'3.8 MI N FROM ROSE CITY.
 PL0059'3.8 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0059'ROSE CITY, OGEMAW COUNTY, 36 FEET WEST OF A 1-1/2 STORY FRAME
 PL0059'FARMHOUSE, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 PL0059'THE ROOT OF A 26-INCH PINE TREE, AND 2 FEET LOWER THAN THE
 PL0059'HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD NAIL AND
 PL0059'WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0295 ***********************************************************************
 NF0295  DESIGNATION -  19
 NF0295  PID         -  NF0295
 NF0295  STATE/COUNTY-  MI/INGHAM
 NF0295  COUNTRY     -  US
 NF0295  USGS QUAD   -  LANSING SOUTH (2017)
 NF0295
 NF0295                         *CURRENT SURVEY CONTROL
 NF0295  ______________________________________________________________________
 NF0295* NAD 83(1986) POSITION- 42 43 48.     (N) 084 30 36.     (W)   SCALED
 NF0295* NAVD 88 ORTHO HEIGHT -   262.39  (+/-2cm)      860.9   (feet) VERTCON3
 NF0295  ______________________________________________________________________
 NF0295  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 NF0295  VERT ORDER      -  ? (See Below)
 NF0295
 NF0295.The horizontal coordinates were scaled from a map and have
 NF0295.an estimated accuracy of +/- 6 seconds.
 NF0295
 NF0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0295
 NF0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0295.GEOID18 height accuracy estimate available here.
 NF0295
 NF0295.The vertical order pertains to the NGVD 29 superseded value.
 NF0295
 NF0295.Click photographs - Photos may exist for this station.
 NF0295
 NF0295;                    North         East    Units  Estimated Accuracy
 NF0295;SPC MI S     -   136,640.    3,988,260.      MT  (+/- 180 meters Scaled)
 NF0295
 NF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN038338(NAD 83)
 NF0295
 NF0295                          SUPERSEDED SURVEY CONTROL
 NF0295
 NF0295  NGVD 29 (??/??/92)  262.528  (m)          861.31   (f) ADJ UNCH       
 NF0295
 NF0295.Superseded values are not recommended for survey control.
 NF0295
 NF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0295.See file dsdata.pdf to determine how the superseded data were derived.
 NF0295
 NF0295_MARKER: B = BOLT
 NF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0295+STABILITY: SURFACE MOTION
 NF0295
 NF0295  HISTORY     - Date     Condition        Report By
 NF0295  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0295  HISTORY     - 1932     GOOD             MISCOL
 NF0295
 NF0295                          STATION DESCRIPTION
 NF0295
 NF0295'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0295'AT EAST LANSING.
 NF0295'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0295'CAMPUS, ON MAIN DRIVE, 450 FEET WEST OF THE INTERSECTION OF
 NF0295'SENIOR HOUSE DRIVE, 50 FEET NORTHEAST OF A PINE TREE, 20 FEET
 NF0295'NORTH OF THE DRIVE, AND 28 FEET SOUTH OF THE SHRUBBERY.  A BOLT,
 NF0295'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6807 ***********************************************************************
 AA6807  DESIGNATION -  19 1
 AA6807  PID         -  AA6807
 AA6807  STATE/COUNTY-  MI/WAYNE
 AA6807  COUNTRY     -  US
 AA6807  USGS QUAD   -  WYANDOTTE (2017)
 AA6807
 AA6807                         *CURRENT SURVEY CONTROL
 AA6807  ______________________________________________________________________
 AA6807* NAD 83(2011) POSITION- 42 10 13.62508(N) 083 11 18.66753(W)   ADJUSTED
 AA6807* NAD 83(2011) ELLIP HT-   149.161 (meters)        (06/27/12)   ADJUSTED
 AA6807* NAD 83(2011) EPOCH   -  2010.00
 AA6807* NAVD 88 ORTHO HEIGHT -   183.9   (meters)      603.    (feet) GPS OBS
 AA6807  ______________________________________________________________________
 AA6807  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6807  GEOID HEIGHT    -         -34.63 (meters)                     GEOID93
 AA6807  GEOID HEIGHT    -        -34.729 (meters)                     GEOID18
 AA6807  NAD 83(2011) X  -    561,516.144 (meters)                     COMP
 AA6807  NAD 83(2011) Y  - -4,701,003.375 (meters)                     COMP
 AA6807  NAD 83(2011) Z  -  4,259,754.980 (meters)                     COMP
 AA6807  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 AA6807
 AA6807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6807  Standards:
 AA6807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6807  -------------------------------------------------------------------
 AA6807  NETWORK    0.77   0.84           0.36   0.25   0.43      0.02039640
 AA6807  -------------------------------------------------------------------
 AA6807  Click here for local accuracies and other accuracy information.
 AA6807
 AA6807.The horizontal coordinates were established by GPS observations
 AA6807.and adjusted by the National Geodetic Survey in June 2012.
 AA6807
 AA6807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6807.been affixed to the stable North American tectonic plate. See 
 AA6807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6807
 AA6807.The horizontal coordinates are valid at the epoch date displayed above
 AA6807.which is a decimal equivalence of Year/Month/Day.
 AA6807
 AA6807.The orthometric height was determined by GPS observations and a
 AA6807.high-resolution geoid model.
 AA6807
 AA6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6807.GEOID18 height accuracy estimate available here.
 AA6807
 AA6807.Click photographs - Photos may exist for this station.
 AA6807
 AA6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6807
 AA6807.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6807
 AA6807.The ellipsoidal height was determined by GPS observations
 AA6807.and is referenced to NAD 83.
 AA6807
 AA6807. The following values were computed from the NAD 83(2011) position.
 AA6807
 AA6807;                    North         East     Units Scale Factor Converg.
 AA6807;SPC MI S     -    75,154.067 4,097,344.795   MT  0.99998406   +0 48 06.4
 AA6807;SPC MI S     -   246,568.46 13,442,732.27   iFT  0.99998406   +0 48 06.4
 AA6807;UTM  17      - 4,671,019.844   319,232.172   MT  1.00000209   -1 28 10.7
 AA6807
 AA6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6807!SPC MI S     -   0.99997661  x   0.99998406  =   0.99996067
 AA6807!UTM  17      -   0.99997661  x   1.00000209  =   0.99997870
 AA6807
 AA6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1923271019(NAD 83)
 AA6807
 AA6807                          SUPERSEDED SURVEY CONTROL
 AA6807
 AA6807  NAD 83(2007)-  42 10 13.62570(N)    083 11 18.66837(W) AD(2002.00) 0
 AA6807  ELLIP H (02/10/07)  149.153  (m)                       GP(2002.00)    
 AA6807  ELLIP H (07/12/02)  149.206  (m)                       GP(       ) 4 1
 AA6807  NAD 83(1994)-  42 10 13.62521(N)    083 11 18.66772(W) AD(       ) 1
 AA6807  ELLIP H (02/03/97)  149.247  (m)                       GP(       ) 4 1
 AA6807  NAD 83(1986)-  42 10 13.63250(N)    083 11 18.69678(W) AD(       ) 1
 AA6807
 AA6807.Superseded values are not recommended for survey control.
 AA6807
 AA6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6807.See file dsdata.pdf to determine how the superseded data were derived.
 AA6807
 AA6807_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6807_STAMPING: 19-1 1994
 AA6807_MARK LOGO: MI-163
 AA6807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6807+STABILITY: SURFACE MOTION
 AA6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6807+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6807
 AA6807  HISTORY     - Date     Condition        Report By
 AA6807  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6807  HISTORY     - 20010905 POOR             INDIV
 AA6807
 AA6807                          STATION DESCRIPTION
 AA6807
 AA6807'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6807'STATION IS LOCATED IN RIVERVIEW, MICHIGAN ON SIBLEY ROAD AT FORT
 AA6807'STREET. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75 AND SIBLEY
 AA6807'ROAD, PROCEED EAST ON SIBLEY ROAD FOR 3.0 MILESTO  M-85 (FORT STREET)
 AA6807'AND THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS
 AA6807''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6807'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF SIBLEY ROAD IS S 0
 AA6807'E, 29.34 FEET, CENTERLINE OF NORTHBOUND FORT STREET IS N 90 W, 49.11
 AA6807'FEET,  SOUTH EDGE OF WALK IS N 0 W, 1.33 FEET, A POLE IS N 85 W, 6.48
 AA6807'FEET.
 AA6807
 AA6807                          STATION RECOVERY (2001)
 AA6807
 AA6807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6807'THE DISK AND TOP OF THE CONCRETE MONUMENT ARE MISSING. THE REMAINING
 AA6807'STEEL ROD IS BENT OVER FLAT.  IT APPEARS THAT THE MONUMENT WAS IN THE
 AA6807'WAY OF AN EXTENSION TO THE SIDEWALK AND RAMP TO THE CROSS WALK.  THE
 AA6807'MONUMENT WAS PROBABLY HIGHER THAN THE DESIRED GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1283 ***********************************************************************
 RJ1283  DESIGNATION -  19 C4W 259
 RJ1283  PID         -  RJ1283
 RJ1283  STATE/COUNTY-  MI/CHIPPEWA
 RJ1283  COUNTRY     -  US
 RJ1283  USGS QUAD   -  OAK RIDGE (2017)
 RJ1283
 RJ1283                         *CURRENT SURVEY CONTROL
 RJ1283  ______________________________________________________________________
 RJ1283* NAD 83(1994) POSITION- 46 22 01.73263(N) 084 14 06.86683(W)   ADJUSTED
 RJ1283* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) VERTCON3
 RJ1283  ______________________________________________________________________
 RJ1283  GEOID HEIGHT    -        -36.588 (meters)                     GEOID18
 RJ1283  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 RJ1283  HORZ ORDER      -  SECOND
 RJ1283
 RJ1283.The horizontal coordinates were established by classical geodetic methods
 RJ1283.and adjusted by the National Geodetic Survey in February 1997.
 RJ1283
 RJ1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1283
 RJ1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1283.GEOID18 height accuracy estimate available here.
 RJ1283
 RJ1283.Click photographs - Photos may exist for this station.
 RJ1283
 RJ1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1283
 RJ1283. The following values were computed from the NAD 83(1994) position.
 RJ1283
 RJ1283;                    North         East     Units Scale Factor Converg.
 RJ1283;SPC MI N     -   179,741.075 8,212,682.844   MT  0.99990385   +1 59 54.0
 RJ1283;SPC MI N     -   589,701.69 26,944,497.52   iFT  0.99990385   +1 59 54.0
 RJ1283;UTM  16      - 5,138,556.432   712,657.486   MT  1.00015593   +2 00 06.5
 RJ1283
 RJ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1283!SPC MI N     -   0.99997796  x   0.99990385  =   0.99988181
 RJ1283!UTM  16      -   0.99997796  x   1.00015593  =   1.00013388
 RJ1283
 RJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265738556(NAD 83)
 RJ1283
 RJ1283                          SUPERSEDED SURVEY CONTROL
 RJ1283
 RJ1283  NAD 83(1986)-  46 22 01.72135(N)    084 14 06.86347(W) AD(       ) 2
 RJ1283  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ1283
 RJ1283.Superseded values are not recommended for survey control.
 RJ1283
 RJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1283.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1283
 RJ1283_MARKER: DS = TRIANGULATION STATION DISK
 RJ1283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1283+WITH SETTING: INFORMATION.
 RJ1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1283
 RJ1283  HISTORY     - Date     Condition        Report By
 RJ1283  HISTORY     - 1988     MONUMENTED       USACE
 RJ1283
 RJ1283                          STATION DESCRIPTION
 RJ1283
 RJ1283'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1283'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MI) SOUTHEAST OF SAULT STE
 RJ1283'MARIE, 32.0 KM (19.9 MI) EAST-NORTHEAST OF RUDYARD, 48.8 KM (30.3 MI)
 RJ1283'NORTH-NORTHWEST OF DETOUR VILLAGE ON THE WEST SHORE OF LAKE NICOLET
 RJ1283'IN PART OF GOVT LOT 1 SEC 19 T46N-R2E.
 RJ1283'OWNERSHIP---SSSS
 RJ1283'
 RJ1283'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1283'EAST FOR 0.8 KM (0.15 MI) ON RIDGE  STREET TO ASHMUN STREET, TURN
 RJ1283'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1283'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1283'TO M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN
 RJ1283'LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT
 RJ1283'ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 5 MINUTES TO THE WEST SIDE
 RJ1283'OF LAKE NICOLET WHERE THE STATION IS LOCATED.
 RJ1283'
 RJ1283'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-259
 RJ1283'1988---, SET INTO A PVC CASING AND ATTACHED TO AN
 RJ1283'ALUMINUM ROD DRIVEN 17.4 METERS (57 FT) INTO THE GROUND, LOCATED
 RJ1283'61.0 METERS (200 FT) FROM WATER, UNDER A METAL TRIPOD WITH WHITE
 RJ1283'BOARDS. (STATION IS OBSCURRED FROM THE SHORE BY DENSE BRUSH)
 RJ1283'
 RJ1283'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0064 ***********************************************************************
 RH0064  DESIGNATION -  19 DI UDP+096
 RH0064  PID         -  RH0064
 RH0064  STATE/COUNTY-  MI/CHIPPEWA
 RH0064  COUNTRY     -  US
 RH0064  USGS QUAD   -  BURNT ISLAND (2017)
 RH0064
 RH0064                         *CURRENT SURVEY CONTROL
 RH0064  ______________________________________________________________________
 RH0064* NAD 83(1994) POSITION- 46 00 02.73732(N) 083 52 14.91398(W)   ADJUSTED
 RH0064* NAD 83(1994) ELLIP HT-   140.723 (meters)        (02/03/97)   ADJUSTED
 RH0064* NAVD 88 ORTHO HEIGHT -   177.6   (meters)      583.    (feet) VERTCON3
 RH0064  ______________________________________________________________________
 RH0064  GEOID HEIGHT    -        -36.852 (meters)                     GEOID18
 RH0064  NAD 83(1994) X  -    473,886.243 (meters)                     COMP
 RH0064  NAD 83(1994) Y  - -4,412,985.978 (meters)                     COMP
 RH0064  NAD 83(1994) Z  -  4,565,407.479 (meters)                     COMP
 RH0064  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 RH0064  HORZ ORDER      -  FIRST
 RH0064  ELLP ORDER      -  FOURTH    CLASS I
 RH0064
 RH0064.The horizontal coordinates were established by GPS observations
 RH0064.and adjusted by the National Geodetic Survey in February 1997.
 RH0064
 RH0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0064
 RH0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0064.GEOID18 height accuracy estimate available here.
 RH0064
 RH0064.Click photographs - Photos may exist for this station.
 RH0064
 RH0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0064
 RH0064.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0064
 RH0064.The ellipsoidal height was determined by GPS observations
 RH0064.and is referenced to NAD 83.
 RH0064
 RH0064. The following values were computed from the NAD 83(1994) position.
 RH0064
 RH0064;                    North         East     Units Scale Factor Converg.
 RH0064;SPC MI N     -   140,093.028 8,242,310.583   MT  0.99991510   +2 15 42.3
 RH0064;SPC MI N     -   459,622.80 27,041,701.39   iFT  0.99991510   +2 15 42.3
 RH0064;UTM  17      - 5,098,139.584   277,712.766   MT  1.00020748   -2 03 57.4
 RH0064
 RH0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0064!SPC MI N     -   0.99997794  x   0.99991510  =   0.99989304
 RH0064!UTM  17      -   0.99997794  x   1.00020748  =   1.00018542
 RH0064
 RH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7771298139(NAD 83)
 RH0064
 RH0064                          SUPERSEDED SURVEY CONTROL
 RH0064
 RH0064  NAD 83(1986)-  46 00 02.72430(N)    083 52 14.90705(W) AD(       ) 1
 RH0064  NGVD 29 (05/22/90)  177.6    (m)  RAPSU86  model used  GPS OBS        
 RH0064
 RH0064.Superseded values are not recommended for survey control.
 RH0064
 RH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0064.See file dsdata.pdf to determine how the superseded data were derived.
 RH0064
 RH0064_MARKER: DS = TRIANGULATION STATION DISK
 RH0064_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0064+WITH SETTING: INFORMATION.
 RH0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0064+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RH0064
 RH0064  HISTORY     - Date     Condition        Report By
 RH0064  HISTORY     - 1988     MONUMENTED       USACE
 RH0064
 RH0064                          STATION DESCRIPTION
 RH0064
 RH0064'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0064'THE STATION IS LOCATED ABOUT 66.1 KM (41.1 MI) SOUTH-SOUTHEAST OF
 RH0064'SAULT STE MARIE, 62.0 KM (38.5 MI) EAST-NORTHEAST OF RUDYARD, 2.7 KM
 RH0064'(1.7 MI) NORTHEAST OF DETOUR VILLAGE
 RH0064'ON DRUMMOND ISLAND IN PART OF THE SOUTH HALF OF
 RH0064'GOVT LOT 2, SEC 25, T42N-R4E.
 RH0064'OWNERSHIP---MIKE J. AND MARY ANN TAGHON
 RH0064'
 RH0064'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0064'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0064'TRAVEL BY BOAT ACROSS THE ST MARYS RIVER TO THE WEST SHORE OF
 RH0064'DRUMMOND ISLAND, GO PAST THE DRUMMOND ISLAND FERRY FOR APPROXIMATELY
 RH0064'5 MINUTES TO A SMALL POINT WHERE THE STATION IS LOCATED.
 RH0064'
 RH0064'THE STATION IS A STANDARD COE DISK THAT IS
 RH0064'STAMPED---UDP+096---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RH0064'ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND
 RH0064'3.4 METERS (11 FT) TO REFUSAL.
 RH0064'
 RH0064'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0360 ***********************************************************************
 MC0360  DESIGNATION -  19 DTSRR
 MC0360  PID         -  MC0360
 MC0360  STATE/COUNTY-  MI/MONROE
 MC0360  COUNTRY     -  US
 MC0360  USGS QUAD   -  STONY POINT (2017)
 MC0360
 MC0360                         *CURRENT SURVEY CONTROL
 MC0360  ______________________________________________________________________
 MC0360* NAD 83(1986) POSITION- 41 57 51.     (N) 083 20 06.     (W)   SCALED
 MC0360* NAVD 88 ORTHO HEIGHT -   181.158 (meters)      594.35  (feet) ADJUSTED
 MC0360  ______________________________________________________________________
 MC0360  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 MC0360  DYNAMIC HEIGHT  -        181.094 (meters)      594.14  (feet) COMP
 MC0360  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 MC0360
 MC0360  VERT ORDER      -  FIRST     CLASS I
 MC0360
 MC0360.The horizontal coordinates were scaled from a map and have
 MC0360.an estimated accuracy of +/- 6 seconds.
 MC0360
 MC0360.The orthometric height was determined by differential leveling and
 MC0360.adjusted by the NATIONAL GEODETIC SURVEY
 MC0360.in June 1991.
 MC0360
 MC0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0360.GEOID18 height accuracy estimate available here.
 MC0360
 MC0360.Click photographs - Photos may exist for this station.
 MC0360
 MC0360.The dynamic height is computed by dividing the NAVD 88
 MC0360.geopotential number by the normal gravity value computed on the
 MC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0360.degrees latitude (g = 980.6199 gals.).
 MC0360
 MC0360.The modeled gravity was interpolated from observed gravity values.
 MC0360
 MC0360;                    North         East    Units  Estimated Accuracy
 MC0360;SPC MI S     -    52,080.    4,085,520.      MT  (+/- 180 meters Scaled)
 MC0360
 MC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG065484(NAD 83)
 MC0360
 MC0360                          SUPERSEDED SURVEY CONTROL
 MC0360
 MC0360  NGVD 29 (??/??/92)  181.320  (m)          594.88   (f) ADJ UNCH    1 1
 MC0360
 MC0360.Superseded values are not recommended for survey control.
 MC0360
 MC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0360.See file dsdata.pdf to determine how the superseded data were derived.
 MC0360
 MC0360_MARKER: DD = SURVEY DISK
 MC0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0360_SP_SET: ABUTMENT
 MC0360_STAMPING: BENCH MARK ELEV NO 19 USC AND G 1899
 MC0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0360
 MC0360  HISTORY     - Date     Condition        Report By
 MC0360  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0360  HISTORY     - 1968     GOOD             CGS
 MC0360  HISTORY     - 20070806 POOR             WARNKE
 MC0360
 MC0360                          STATION DESCRIPTION
 MC0360
 MC0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0360'4.1 MI NE FROM MONROE.
 MC0360'ABOUT 4.1 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE
 MC0360'LINE RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE,
 MC0360'ABOUT 4 1/2 RAILS NORTHEAST OF MILEPOST 22, ABOUT 3 1/2 RAILS
 MC0360'SOUTHWEST OF THE CROSSING OF STONY CREEK ROAD AT STONY CREEK,
 MC0360'SET ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 MC0360'OF THE BRIDGE OVER STONY CREEK, 5.7 FEET SOUTHEAST OF THE SOUTHEAST
 MC0360'RAIL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 MC0360
 MC0360                          STATION RECOVERY (2007)
 MC0360
 MC0360'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0360'THE STATION IS THE REMAINS OF STEM OF DISK ON A CONCRETE BRIDGE
 MC0360'ABUTMENT ON THE N'LY SIDE OF STONY CREEK AND SE'LY SIDE OF RAILROAD.
 MC0360'N45W 18.5' TO SE EDGE OF MOST SE'LY RAIL OF RAILROAD, S45E 2' TO
 MC0360'VERTICAL ANGLE ID CONC. ABUTMENT, S45W 0.8' TO NE'LY FACE OF LARGE
 MC0360'STEEL GRIDGE GAURDRAIL,
 MC0360'S55W 109.3' TO STEEL POST MARKED '22' FOR MILE 22,
 MC0360'N30W 58' TO 2IN PLASIC POST MARKING 'BURIED FIBER OPTIC CABLE' POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0944 ***********************************************************************
 RJ0944  DESIGNATION -  19 HAY LAKE
 RJ0944  PID         -  RJ0944
 RJ0944  STATE/COUNTY-  MI/CHIPPEWA
 RJ0944  COUNTRY     -  US
 RJ0944  USGS QUAD   -  OAK RIDGE (2017)
 RJ0944
 RJ0944                         *CURRENT SURVEY CONTROL
 RJ0944  ______________________________________________________________________
 RJ0944* NAD 83(1994) POSITION- 46 22 01.73423(N) 084 14 06.87300(W)   ADJUSTED
 RJ0944* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0944  ______________________________________________________________________
 RJ0944  GEOID HEIGHT    -        -36.588 (meters)                     GEOID18
 RJ0944  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 RJ0944  HORZ ORDER      -  FIRST
 RJ0944
 RJ0944.The horizontal coordinates were established by classical geodetic methods
 RJ0944.and adjusted by the National Geodetic Survey in February 1997.
 RJ0944
 RJ0944.The orthometric height was scaled from a topographic map.
 RJ0944
 RJ0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0944.GEOID18 height accuracy estimate available here.
 RJ0944
 RJ0944.Click photographs - Photos may exist for this station.
 RJ0944
 RJ0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0944
 RJ0944. The following values were computed from the NAD 83(1994) position.
 RJ0944
 RJ0944;                    North         East     Units Scale Factor Converg.
 RJ0944;SPC MI N     -   179,741.120 8,212,682.711   MT  0.99990385   +1 59 54.0
 RJ0944;SPC MI N     -   589,701.84 26,944,497.08   iFT  0.99990385   +1 59 54.0
 RJ0944;SPC MI C     -   339,015.015 6,010,115.256   MT  1.00022310   +0 05 34.2
 RJ0944;SPC MI C     - 1,112,253.99 19,718,225.91   iFT  1.00022310   +0 05 34.2
 RJ0944;UTM  16      - 5,138,556.477   712,657.352   MT  1.00015593   +2 00 06.5
 RJ0944
 RJ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0944!SPC MI N     -   0.99997815  x   0.99990385  =   0.99988200
 RJ0944!SPC MI C     -   0.99997815  x   1.00022310  =   1.00020124
 RJ0944!UTM  16      -   0.99997815  x   1.00015593  =   1.00013408
 RJ0944
 RJ0944:                Primary Azimuth Mark                     Grid Az
 RJ0944:SPC MI N     -  LAIRD USLS                               072 07 52.9
 RJ0944:SPC MI C     -  LAIRD USLS                               074 02 12.7
 RJ0944:UTM  16      -  LAIRD USLS                               072 07 40.4
 RJ0944
 RJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265738556(NAD 83)
 RJ0944
 RJ0944|---------------------------------------------------------------------|
 RJ0944| PID    Reference Object                     Distance      Geod. Az  |
 RJ0944|                                                           dddmmss.s |
 RJ0944| RJ0875 LAIRD USLS                          APPROX.15.8 KM 0740746.9 |
 RJ0944|---------------------------------------------------------------------|
 RJ0944
 RJ0944                          SUPERSEDED SURVEY CONTROL
 RJ0944
 RJ0944  NAD 83(1986)-  46 22 01.72014(N)    084 14 06.89576(W) AD(       ) 1
 RJ0944  NAD 27      -  46 22 01.65700(N)    084 14 06.75100(W) AD(       ) 1
 RJ0944  USSD        -  46 22 02.38100(N)    084 14 05.98900(W) AD(       ) 3
 RJ0944
 RJ0944.Superseded values are not recommended for survey control.
 RJ0944
 RJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0944.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0944
 RJ0944_MARKER: Z = SEE DESCRIPTION
 RJ0944_SETTING: 0 = UNSPECIFIED SETTING
 RJ0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0944
 RJ0944  HISTORY     - Date     Condition        Report By
 RJ0944  HISTORY     - 1894     MONUMENTED       USLS
 RJ0944  HISTORY     - 1968     GOOD             USACE
 RJ0944  HISTORY     - 1987     SEE DESCRIPTION  NOS
 RJ0944
 RJ0944                          STATION DESCRIPTION
 RJ0944
 RJ0944'DESCRIBED BY US LAKE SURVEY 1894
 RJ0944'ON A POINT ON THE W SIDE OF NICOLET LAKE (HAY), 11 MILES BELOW SAULT
 RJ0944'STE MARIE, AND MIDWAY BETWEEN LIGHTS 23 AND 25.  ABOUT 75 METERS N
 RJ0944'OF THE END OF THE POINT AND A LITTLE INSHORE FROM THE BEACH.  MARK
 RJ0944'NOT DESCRIBED.
 RJ0944
 RJ0944                          STATION RECOVERY (1968)
 RJ0944
 RJ0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0944'RECOVERED IN GOOD CONDITION.
 RJ0944
 RJ0944                          STATION RECOVERY (1987)
 RJ0944
 RJ0944'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ0944'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0944'THE STATION WAS NOT PHYSICALLY RECOVERED DUE TO THE SWAMPY
 RJ0944'GROUND AROUND THE STATION.  THE ARMY CORPS OF ENGINEERS
 RJ0944'HAS A LARGE WOOD TRIPOD OVER THE STATION WHICH WAS OBSERVED
 RJ0944'FROM AMC 54 WHICH CHECKED THE AZIMUTH.
 RJ0944'
 RJ0944'RECOVERED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0231 ***********************************************************************
 NF0231  DESIGNATION -  190 1/2
 NF0231  PID         -  NF0231
 NF0231  STATE/COUNTY-  MI/EATON
 NF0231  COUNTRY     -  US
 NF0231  USGS QUAD   -  BELLEVUE (2017)
 NF0231
 NF0231                         *CURRENT SURVEY CONTROL
 NF0231  ______________________________________________________________________
 NF0231* NAD 83(1986) POSITION- 42 26 55.     (N) 084 59 59.     (W)   SCALED
 NF0231* NAVD 88 ORTHO HEIGHT -   264.306 (meters)      867.14  (feet) ADJUSTED
 NF0231  ______________________________________________________________________
 NF0231  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 NF0231  DYNAMIC HEIGHT  -        264.221 (meters)      866.87  (feet) COMP
 NF0231  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 NF0231
 NF0231  VERT ORDER      -  SECOND    CLASS 0
 NF0231
 NF0231.The horizontal coordinates were scaled from a map and have
 NF0231.an estimated accuracy of +/- 6 seconds.
 NF0231
 NF0231.The orthometric height was determined by differential leveling and
 NF0231.adjusted by the NATIONAL GEODETIC SURVEY
 NF0231.in June 1991.
 NF0231
 NF0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0231.GEOID18 height accuracy estimate available here.
 NF0231
 NF0231.Click photographs - Photos may exist for this station.
 NF0231
 NF0231.The dynamic height is computed by dividing the NAVD 88
 NF0231.geopotential number by the normal gravity value computed on the
 NF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0231.degrees latitude (g = 980.6199 gals.).
 NF0231
 NF0231.The modeled gravity was interpolated from observed gravity values.
 NF0231
 NF0231;                    North         East    Units  Estimated Accuracy
 NF0231;SPC MI S     -   105,570.    3,947,930.      MT  (+/- 180 meters Scaled)
 NF0231
 NF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN644015(NAD 83)
 NF0231
 NF0231                          SUPERSEDED SURVEY CONTROL
 NF0231
 NF0231  NGVD 29 (??/??/92)  264.428  (m)          867.54   (f) ADJ UNCH    2 0
 NF0231
 NF0231.Superseded values are not recommended for survey control.
 NF0231
 NF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0231.See file dsdata.pdf to determine how the superseded data were derived.
 NF0231
 NF0231_MARKER: B = BOLT
 NF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0231_STAMPING: 190-1/2
 NF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0231+STABILITY: SURFACE MOTION
 NF0231
 NF0231  HISTORY     - Date     Condition        Report By
 NF0231  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0231  HISTORY     - 1934     GOOD             CGS
 NF0231  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0231
 NF0231                          STATION DESCRIPTION
 NF0231
 NF0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0231'1.3 MI NE FROM BELLEVUE.
 NF0231'1.3 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0231'FROM THE STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST
 NF0231'OF MILEPOST C 190, 15 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 NF0231'THE NORTHEAST ABUTMENT OF A CONCRETE ROAD CULVERT, 14 YARDS
 NF0231'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 1.3
 NF0231'FEET SOUTHEAST OF THE RIGHT-OF WAY FENCE, AND 3 FEET LOWER
 NF0231'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 190-1/2 AND
 NF0231'SET IN THE TOP OF A CONCRETE POST.
 NF0231
 NF0231                          STATION RECOVERY (2001)
 NF0231
 NF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0231'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1590 ***********************************************************************
 NF1590  DESIGNATION -  19001
 NF1590  PID         -  NF1590
 NF1590  STATE/COUNTY-  MI/CLINTON
 NF1590  COUNTRY     -  US
 NF1590  USGS QUAD   -  EAGLE (2017)
 NF1590
 NF1590                         *CURRENT SURVEY CONTROL
 NF1590  ______________________________________________________________________
 NF1590* NAD 83(1994) POSITION- 42 49 19.56838(N) 084 49 05.65735(W)   ADJUSTED
 NF1590* NAVD 88 ORTHO HEIGHT -   257.7   (meters)      845.    (feet) VERTCON3
 NF1590  ______________________________________________________________________
 NF1590  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 NF1590  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 NF1590  HORZ ORDER      -  SECOND
 NF1590
 NF1590.The horizontal coordinates were established by classical geodetic methods
 NF1590.and adjusted by the National Geodetic Survey in February 1997.
 NF1590
 NF1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1590
 NF1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1590.GEOID18 height accuracy estimate available here.
 NF1590
 NF1590.Click photographs - Photos may exist for this station.
 NF1590
 NF1590.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1590
 NF1590. The following values were computed from the NAD 83(1994) position.
 NF1590
 NF1590;                    North         East     Units Scale Factor Converg.
 NF1590;SPC MI S     -   146,954.580 3,963,075.967   MT  0.99990748   -0 18 26.3
 NF1590;SPC MI S     -   482,134.45 13,002,217.74   iFT  0.99990748   -0 18 26.3
 NF1590;UTM  16      - 4,743,368.551   678,347.336   MT  0.99999133   +1 29 00.2
 NF1590
 NF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1590!SPC MI S     -   0.99996488  x   0.99990748  =   0.99987236
 NF1590!UTM  16      -   0.99996488  x   0.99999133  =   0.99995621
 NF1590
 NF1590:                Primary Azimuth Mark                     Grid Az
 NF1590:SPC MI S     -  19001 AZ MK                              288 32 53.2
 NF1590:UTM  16      -  19001 AZ MK                              286 45 26.7
 NF1590
 NF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7834743368(NAD 83)
 NF1590
 NF1590|---------------------------------------------------------------------|
 NF1590| PID    Reference Object                     Distance      Geod. Az  |
 NF1590|                                                           dddmmss.s |
 NF1590| CG9493 19001 RM 2                            5.416 METERS 17906     |
 NF1590| CG9492 19001 AZ MK                                        2881426.9 |
 NF1590| NF1589 19001 MIDOT RM 1 1976                 6.843 METERS 35947     |
 NF1590|---------------------------------------------------------------------|
 NF1590
 NF1590                          SUPERSEDED SURVEY CONTROL
 NF1590
 NF1590  NAD 83(1986)-  42 49 19.56586(N)    084 49 05.67410(W) AD(       ) 2
 NF1590  NAD 27      -  42 49 19.43926(N)    084 49 05.70637(W) AD(       ) 2
 NF1590  NGVD 29 (07/19/86)  257.8    (m)          846.     (f) VERT ANG       
 NF1590
 NF1590.Superseded values are not recommended for survey control.
 NF1590
 NF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1590.See file dsdata.pdf to determine how the superseded data were derived.
 NF1590
 NF1590_MARKER: DD = SURVEY DISK
 NF1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1590
 NF1590  HISTORY     - Date     Condition        Report By
 NF1590  HISTORY     - 1976     MONUMENTED       MIDH
 NF1590
 NF1590                          STATION DESCRIPTION
 NF1590
 NF1590'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1590'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PORTLAND, 2 MILES
 NF1590'NORTHWEST OF EAGLE ON JONES ROAD IN CLINTON COUNTY, EAGLE TOWNSHIP,
 NF1590'T5N, R4W, NE1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1590'
 NF1590'TO REACH THE STATION FROM THE INTERSECTION OF GRANGE ROAD AND
 NF1590'I-96, GO SOUTH ON GRANGE ROAD 0.4 MILES TO GRAND RIVER AVENUE, THEN
 NF1590'TURN RIGHT AND GO WEST ON GRAND RIVER AVENUE 1.6 MILES TO JONES
 NF1590'ROAD.  THEN TURN RIGHT AND GO NORTH ON JONES ROAD 0.5 MILES TO THE
 NF1590'STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF JONES ROAD AND
 NF1590'I-96 AS DESCRIBED.
 NF1590'
 NF1590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON JONES ROAD
 NF1590'0.5 MILES TO GRAND RIVER AVENUE, TURN RIGHT ON GRAND RIVER AVENUE
 NF1590'AND GO WEST 1.15 MILES TO CLINTONIA ROAD.  TURN RIGHT AND GO NORTH
 NF1590'ON CLINTONIA ROAD 0.35 MILES TO THE AZIMUTH MARK ON THE RIGHT IN
 NF1590'THE SOUTHEAST QUADRANT OF CLINTONIA ROAD AND EAST BOUND I-96.
 NF1590'
 NF1590'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1590'CONTROL MARK, 19001, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1590'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1590'IT IS 26.8 FEET NORTH NORTHWEST OF NORTH END BRIDGE RETAINING WALL,
 NF1590'20.5 FEET WEST OF CENTER LINE JONES ROAD, 3.3 FEET WEST OF
 NF1590'GUARD RAIL, AND 5 FEET NORTHWEST OF WITNESS POST.
 NF1590'
 NF1590'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1590'19001.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1590'BELOW GROUND SURFACE.
 NF1590'
 NF1590'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 19.5
 NF1590'FEET WEST OF CENTER LINE JONES ROAD, 47.6 FEET NORTH NORTHEAST
 NF1590'OF FENCE CORNER POST, AND 2 FEET WEST OF GUARD RAIL.
 NF1590'
 NF1590'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 7.1
 NF1590'FEET NORTH OF CORNER FENCE POST, AND 3 FEET WEST OF GUARD RAIL.
 NF1590'
 NF1590'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 22 FEET
 NF1590'EAST OF CENTER LINE CLINTONIA ROAD, 10 FEET SOUTHEAST OF CENTER OF
 NF1590'CATCH BASIN, 4 FEET EAST NORTHEAST OF SOUTH END OF CURB AND
 NF1590'GUTTER, AND 4 FEET SOUTH SOUTHEAST OF WITNESS POST.
 NF1590'
 NF1590'NEAREST TOWN--EAGLE.
 NF1590'
 NF1590'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1589 ***********************************************************************
 NF1589  DESIGNATION -  19001 MIDOT RM 1 1976
 NF1589  PID         -  NF1589
 NF1589  STATE/COUNTY-  MI/CLINTON
 NF1589  COUNTRY     -  US
 NF1589  USGS QUAD   -  EAGLE (2017)
 NF1589
 NF1589                         *CURRENT SURVEY CONTROL
 NF1589  ______________________________________________________________________
 NF1589* NAD 83(1994) POSITION- 42 49 19.79014(N) 084 49 05.65850(W)   ADJUSTED
 NF1589* NAVD 88 ORTHO HEIGHT -   257.4   (meters)      844.    (feet) VERTCON3
 NF1589  ______________________________________________________________________
 NF1589  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 NF1589  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 NF1589  HORZ ORDER      -  SECOND
 NF1589
 NF1589.The horizontal coordinates were established by classical geodetic methods
 NF1589.and adjusted by the National Geodetic Survey in February 1997.
 NF1589
 NF1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1589
 NF1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1589.GEOID18 height accuracy estimate available here.
 NF1589
 NF1589.Click photographs - Photos may exist for this station.
 NF1589
 NF1589.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1589
 NF1589. The following values were computed from the NAD 83(1994) position.
 NF1589
 NF1589;                    North         East     Units Scale Factor Converg.
 NF1589;SPC MI S     -   146,961.422 3,963,075.978   MT  0.99990748   -0 18 26.3
 NF1589;SPC MI S     -   482,156.90 13,002,217.78   iFT  0.99990748   -0 18 26.3
 NF1589;UTM  16      - 4,743,375.391   678,347.132   MT  0.99999133   +1 29 00.2
 NF1589
 NF1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1589!SPC MI S     -   0.99996493  x   0.99990748  =   0.99987241
 NF1589!UTM  16      -   0.99996493  x   0.99999133  =   0.99995626
 NF1589
 NF1589:                Primary Azimuth Mark                     Grid Az
 NF1589:SPC MI S     -  FROST                                    299 55 10.3
 NF1589:UTM  16      -  FROST                                    298 07 43.8
 NF1589
 NF1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7834743375(NAD 83)
 NF1589
 NF1589|---------------------------------------------------------------------|
 NF1589| PID    Reference Object                     Distance      Geod. Az  |
 NF1589|                                                           dddmmss.s |
 NF1589| NF1590 19001                                 6.843 METERS 17947     |
 NF1589| NF1593 FROST                               APPROX. 4.6 KM 2993644.0 |
 NF1589|---------------------------------------------------------------------|
 NF1589
 NF1589                          SUPERSEDED SURVEY CONTROL
 NF1589
 NF1589  NAD 83(1986)-  42 49 19.78761(N)    084 49 05.67525(W) AD(       ) 2
 NF1589  NAD 27      -  42 49 19.66102(N)    084 49 05.70752(W) AD(       ) 2
 NF1589  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG       
 NF1589
 NF1589.Superseded values are not recommended for survey control.
 NF1589
 NF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1589.See file dsdata.pdf to determine how the superseded data were derived.
 NF1589
 NF1589_MARKER: DD = SURVEY DISK
 NF1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1589+STABILITY: SURFACE MOTION
 NF1589
 NF1589  HISTORY     - Date     Condition        Report By
 NF1589  HISTORY     - 1976     MONUMENTED       MIDH
 NF1589
 NF1589                          STATION DESCRIPTION
 NF1589
 NF1589'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1589'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1589'19001 1976, RM 1, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1589'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 19.5 FEET WEST
 NF1589'OF CENTERLINE OF JONES ROAD, 47.6 FEET NORTH NORTHEAST OF FENCE
 NF1589'CORNER POST AND 2 FEET WEST OF GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1465 ***********************************************************************
 NF1465  DESIGNATION -  19002
 NF1465  PID         -  NF1465
 NF1465  STATE/COUNTY-  MI/CLINTON
 NF1465  COUNTRY     -  US
 NF1465  USGS QUAD   -  WACOUSTA (2017)
 NF1465
 NF1465                         *CURRENT SURVEY CONTROL
 NF1465  ______________________________________________________________________
 NF1465* NAD 83(1994) POSITION- 42 47 51.93637(N) 084 41 25.73448(W)   ADJUSTED
 NF1465* NAVD 88 ORTHO HEIGHT -   261.5   (meters)      858.    (feet) VERTCON3
 NF1465  ______________________________________________________________________
 NF1465  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 NF1465  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 NF1465  HORZ ORDER      -  SECOND
 NF1465
 NF1465.The horizontal coordinates were established by classical geodetic methods
 NF1465.and adjusted by the National Geodetic Survey in February 1997.
 NF1465
 NF1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1465
 NF1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1465.GEOID18 height accuracy estimate available here.
 NF1465
 NF1465.Click photographs - Photos may exist for this station.
 NF1465
 NF1465.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1465
 NF1465. The following values were computed from the NAD 83(1994) position.
 NF1465
 NF1465;                    North         East     Units Scale Factor Converg.
 NF1465;SPC MI S     -   144,202.591 3,973,511.869   MT  0.99990803   -0 13 13.3
 NF1465;SPC MI S     -   473,105.61 13,036,456.26   iFT  0.99990803   -0 13 13.3
 NF1465;UTM  16      - 4,740,943.684   688,865.248   MT  1.00003885   +1 34 10.5
 NF1465
 NF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1465!SPC MI S     -   0.99996427  x   0.99990803  =   0.99987230
 NF1465!UTM  16      -   0.99996427  x   1.00003885  =   1.00000312
 NF1465
 NF1465:                Primary Azimuth Mark                     Grid Az
 NF1465:SPC MI S     -  19002 AZ MK                              277 25 04.7
 NF1465:UTM  16      -  19002 AZ MK                              275 37 40.9
 NF1465
 NF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8886540943(NAD 83)
 NF1465
 NF1465|---------------------------------------------------------------------|
 NF1465| PID    Reference Object                     Distance      Geod. Az  |
 NF1465|                                                           dddmmss.s |
 NF1465| NF1466 19002 MIDOT RM 1 1976                11.958 METERS 10743     |
 NF1465| CG9494 19002 AZ MK                                        2771151.4 |
 NF1465| CG9495 19002 RM 2                           14.210 METERS 28828     |
 NF1465|---------------------------------------------------------------------|
 NF1465
 NF1465                          SUPERSEDED SURVEY CONTROL
 NF1465
 NF1465  NAD 83(1986)-  42 47 51.93460(N)    084 41 25.75223(W) AD(       ) 2
 NF1465  NAD 27      -  42 47 51.80990(N)    084 41 25.80852(W) AD(       ) 2
 NF1465  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 NF1465
 NF1465.Superseded values are not recommended for survey control.
 NF1465
 NF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1465.See file dsdata.pdf to determine how the superseded data were derived.
 NF1465
 NF1465_MARKER: DD = SURVEY DISK
 NF1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1465
 NF1465  HISTORY     - Date     Condition        Report By
 NF1465  HISTORY     - 1976     MONUMENTED       MIDH
 NF1465
 NF1465                          STATION DESCRIPTION
 NF1465
 NF1465'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1465'THE STATION IS ABOUT 3 MILES NORTHWEST OF DELTA MILLS, 4-1/2 MILES
 NF1465'NORTHWEST OF GRAND LEDGE ON I-96 IN CLINTON COUNTY, WATERTOWN
 NF1465'TOWNSHIP, T5N, R3W, NE1/4 SECTION 29 ON STATE RIGHT OF WAY.  IT IS
 NF1465'2.1 MILES SOUTH SOUTHEAST OF WACOUSTA.
 NF1465'
 NF1465'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND GRAND RIVER
 NF1465'AVENUE WEST OF CAPITAL CITY AIRPORT, GO WEST ON WEST BOUND I-96 1.3
 NF1465'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1465'
 NF1465'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF I-96 AND
 NF1465'GRAND RIVER AVENUE, GO WEST ON GRAND RIVER AVE. 1.6 MILES TO
 NF1465'WACOUSTA ROAD.  TURN RIGHT AND GO NORTH 0.55 MILES ON WACOUSTA ROAD
 NF1465'TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST QUADRANT OF
 NF1465'WACOUSTA ROAD AND WEST BOUND I-96 AS DESCRIBED.
 NF1465'
 NF1465'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1465'CONTROL MARK, 19002, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1465'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1465'IT IS 93.8 FEET NORTH OF CENTER LINE WEST BOUND I-96, 9.3 FEET
 NF1465'SOUTH OF ROW FENCE, AND 4.4 FEET SOUTH OF WITNESS POST.
 NF1465'
 NF1465'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, ROW,
 NF1465'19002.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1465'BELOW GROUND SURFACE.
 NF1465'
 NF1465'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 19002 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1465'IS 7.5 FEET SOUTH OF ROW FENCE, AND 95.7 FEET NORTH OF CENTER LINE
 NF1465'WEST BOUND I-96.
 NF1465'
 NF1465'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 19002 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1465'IT IS 10.6 FEET SOUTH OF ROW FENCE, AND 92.5 FEET NORTH OF CENTER
 NF1465'LINE WEST BOUND I-96.
 NF1465'
 NF1465'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1465'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1465'AZI MARK, 19002.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1465'48 INCHES BELOW GROUND SURFACE.  THE AZIMUTH MARK IS 20.2 FEET
 NF1465'EAST OF CENTER LINE WACOUSTA ROAD, 2.1 FEET EAST OF GUARD RAIL,
 NF1465'23.2 FEET NORTH NORTHEAST OF NORTH END OF BRIDGE RAIL, AND 3
 NF1465'FEET SOUTHEAST OF WITNESS POST.
 NF1465'
 NF1465'NEAREST TOWN--WACOUSTA.
 NF1465'
 NF1465'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1466 ***********************************************************************
 NF1466  DESIGNATION -  19002 MIDOT RM 1 1976
 NF1466  PID         -  NF1466
 NF1466  STATE/COUNTY-  MI/CLINTON
 NF1466  COUNTRY     -  US
 NF1466  USGS QUAD   -  WACOUSTA (2017)
 NF1466
 NF1466                         *CURRENT SURVEY CONTROL
 NF1466  ______________________________________________________________________
 NF1466* NAD 83(1994) POSITION- 42 47 51.81843(N) 084 41 25.23321(W)   ADJUSTED
 NF1466* NAVD 88 ORTHO HEIGHT -   261.5   (meters)      858.    (feet) VERTCON3
 NF1466  ______________________________________________________________________
 NF1466  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 NF1466  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 NF1466  HORZ ORDER      -  SECOND
 NF1466
 NF1466.The horizontal coordinates were established by classical geodetic methods
 NF1466.and adjusted by the National Geodetic Survey in February 1997.
 NF1466
 NF1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1466
 NF1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1466.GEOID18 height accuracy estimate available here.
 NF1466
 NF1466.Click photographs - Photos may exist for this station.
 NF1466
 NF1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1466
 NF1466. The following values were computed from the NAD 83(1994) position.
 NF1466
 NF1466;                    North         East     Units Scale Factor Converg.
 NF1466;SPC MI S     -   144,198.908 3,973,523.245   MT  0.99990803   -0 13 13.0
 NF1466;SPC MI S     -   473,093.53 13,036,493.59   iFT  0.99990803   -0 13 13.0
 NF1466;UTM  16      - 4,740,940.358   688,876.735   MT  1.00003891   +1 34 10.8
 NF1466
 NF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1466!SPC MI S     -   0.99996427  x   0.99990803  =   0.99987230
 NF1466!UTM  16      -   0.99996427  x   1.00003891  =   1.00000318
 NF1466
 NF1466:                Primary Azimuth Mark                     Grid Az
 NF1466:SPC MI S     -  GRAND                                    127 54 27.3
 NF1466:UTM  16      -  GRAND                                    126 07 03.5
 NF1466
 NF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8887640940(NAD 83)
 NF1466
 NF1466|---------------------------------------------------------------------|
 NF1466| PID    Reference Object                     Distance      Geod. Az  |
 NF1466|                                                           dddmmss.s |
 NF1466| NF1119 GRAND                               APPROX. 2.3 KM 1274114.3 |
 NF1466| NF1465 19002                                11.958 METERS 28743     |
 NF1466|---------------------------------------------------------------------|
 NF1466
 NF1466                          SUPERSEDED SURVEY CONTROL
 NF1466
 NF1466  NAD 83(1986)-  42 47 51.81666(N)    084 41 25.25097(W) AD(       ) 2
 NF1466  NAD 27      -  42 47 51.69196(N)    084 41 25.30727(W) AD(       ) 2
 NF1466  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 NF1466
 NF1466.Superseded values are not recommended for survey control.
 NF1466
 NF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1466.See file dsdata.pdf to determine how the superseded data were derived.
 NF1466
 NF1466_MARKER: DD = SURVEY DISK
 NF1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1466+STABILITY: SURFACE MOTION
 NF1466
 NF1466  HISTORY     - Date     Condition        Report By
 NF1466  HISTORY     - 1976     MONUMENTED       MIDH
 NF1466
 NF1466                          STATION DESCRIPTION
 NF1466
 NF1466'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1466'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1466'19002 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1466'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 7.5
 NF1466'FEET SOUTH OF ROW FENCE AND 95.7 FEET NORTH OF CENTER LINE OF WEST
 NF1466'BOUND I-96.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1438 ***********************************************************************
 NF1438  DESIGNATION -  19003
 NF1438  PID         -  NF1438
 NF1438  STATE/COUNTY-  MI/CLINTON
 NF1438  COUNTRY     -  US
 NF1438  USGS QUAD   -  LANSING NORTH (2017)
 NF1438
 NF1438                         *CURRENT SURVEY CONTROL
 NF1438  ______________________________________________________________________
 NF1438* NAD 83(2011) POSITION- 42 46 15.65072(N) 084 30 48.93046(W)   ADJUSTED
 NF1438* NAD 83(2011) ELLIP HT-   239.027 (meters)        (06/27/12)   ADJUSTED
 NF1438* NAD 83(2011) EPOCH   -  2010.00
 NF1438* NAVD 88 ORTHO HEIGHT -   272.508 (meters)      894.05  (feet) ADJUSTED
 NF1438  ______________________________________________________________________
 NF1438  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 NF1438  NAD 83(2011) X  -    448,355.610 (meters)                     COMP
 NF1438  NAD 83(2011) Y  - -4,667,957.573 (meters)                     COMP
 NF1438  NAD 83(2011) Z  -  4,309,025.164 (meters)                     COMP
 NF1438  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 NF1438  DYNAMIC HEIGHT  -        272.434 (meters)      893.81  (feet) COMP
 NF1438  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 NF1438
 NF1438  VERT ORDER      -  FIRST     CLASS II
 NF1438
 NF1438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1438  Standards:
 NF1438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1438  -------------------------------------------------------------------
 NF1438  NETWORK    0.19   0.35           0.09   0.06   0.18      0.00742587
 NF1438  -------------------------------------------------------------------
 NF1438  Click here for local accuracies and other accuracy information.
 NF1438
 NF1438.The horizontal coordinates were established by GPS observations
 NF1438.and adjusted by the National Geodetic Survey in June 2012.
 NF1438
 NF1438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1438.been affixed to the stable North American tectonic plate. See 
 NF1438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1438
 NF1438.The horizontal coordinates are valid at the epoch date displayed above
 NF1438.which is a decimal equivalence of Year/Month/Day.
 NF1438
 NF1438.The orthometric height was determined by differential leveling and
 NF1438.adjusted by the NATIONAL GEODETIC SURVEY
 NF1438.in October 2009.
 NF1438
 NF1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1438.GEOID18 height accuracy estimate available here.
 NF1438
 NF1438.Click photographs - Photos may exist for this station.
 NF1438
 NF1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1438
 NF1438.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1438
 NF1438.The ellipsoidal height was determined by GPS observations
 NF1438.and is referenced to NAD 83.
 NF1438
 NF1438.The dynamic height is computed by dividing the NAVD 88
 NF1438.geopotential number by the normal gravity value computed on the
 NF1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1438.degrees latitude (g = 980.6199 gals.).
 NF1438
 NF1438.The modeled gravity was interpolated from observed gravity values.
 NF1438
 NF1438. The following values were computed from the NAD 83(2011) position.
 NF1438
 NF1438;                    North         East     Units Scale Factor Converg.
 NF1438;SPC MI S     -   141,191.241 3,987,976.293   MT  0.99990885   -0 05 60.0
 NF1438;SPC MI S     -   463,225.86 13,083,911.72   iFT  0.99990885   -0 05 60.0
 NF1438;UTM  16      - 4,738,385.066   703,419.056   MT  1.00010910   +1 41 20.5
 NF1438
 NF1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1438!SPC MI S     -   0.99996252  x   0.99990885  =   0.99987137
 NF1438!UTM  16      -   0.99996252  x   1.00010910  =   1.00007161
 NF1438
 NF1438:                Primary Azimuth Mark                     Grid Az
 NF1438:SPC MI S     -  19004                                    356 48 36.6
 NF1438:UTM  16      -  19004                                    355 01 16.1
 NF1438
 NF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0341938385(NAD 83)
 NF1438
 NF1438|---------------------------------------------------------------------|
 NF1438| PID    Reference Object                     Distance      Geod. Az  |
 NF1438|                                                           dddmmss.s |
 NF1438| NF1320 EAST LANSING HWY PATROL TOWER       APPROX. 5.1 KM 1633954.1 |
 NF1438| CG9496 19003 RM 1                           12.710 METERS 16836     |
 NF1438| CG9497 19003 RM 2                           11.260 METERS 34800     |
 NF1438| NF1437 19004                               APPROX. 4.7 KM 3564236.6 |
 NF1438|---------------------------------------------------------------------|
 NF1438
 NF1438                          SUPERSEDED SURVEY CONTROL
 NF1438
 NF1438  NAD 83(2007)-  42 46 15.65100(N)    084 30 48.93102(W) AD(2002.00) B
 NF1438  ELLIP H (10/19/09)  239.048  (m)                       GP(2002.00) 1 1
 NF1438  NAD 83(1994)-  42 46 15.65231(N)    084 30 48.92659(W) AD(       ) 2
 NF1438  NAD 83(1986)-  42 46 15.65116(N)    084 30 48.94550(W) AD(       ) 2
 NF1438  NAD 27      -  42 46 15.52669(N)    084 30 49.02527(W) AD(       ) 2
 NF1438  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 NF1438
 NF1438.Superseded values are not recommended for survey control.
 NF1438
 NF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1438.See file dsdata.pdf to determine how the superseded data were derived.
 NF1438
 NF1438_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1438_STAMPING: 19003 MDSH AND T 1976
 NF1438_MARK LOGO: MIDH
 NF1438_PROJECTION: FLUSH
 NF1438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1438+STABILITY: SURFACE MOTION
 NF1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1438+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2014
 NF1438
 NF1438  HISTORY     - Date     Condition        Report By
 NF1438  HISTORY     - 1976     MONUMENTED       MIDH
 NF1438  HISTORY     - 19960704 GOOD             USPSQD
 NF1438  HISTORY     - 20080808 GOOD             COLEM
 NF1438  HISTORY     - 20140509 GOOD             C2AE
 NF1438
 NF1438                          STATION DESCRIPTION
 NF1438
 NF1438'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1438'THE STATION IS ABOUT 1 MILE NORTH OF THE LAKE LANSING ROAD
 NF1438'INTERCHANCE AND US-127.  AT THE US-127, PENN. CENTRAL RAIL ROAD
 NF1438'BRIDGE ON THE RIGHT SIDE OF THE SOUTH BOUND LANE IN CLINTON COUNTY,
 NF1438'DEWITT TOWNSHIP, T5N, R2W, SW 1/4 SECTION 35 ON STATE RIGHT OF
 NF1438'WAY.
 NF1438'
 NF1438'TO REACH THE STATION FROM THE INTERCHANGE AT US-27 AND US-127, GO
 NF1438'SOUTHERLY ON SOUTH BOUND US-127 4.4 MILES TO THE STATION ON THE
 NF1438'RIGHT, WHICH IS APPROXIMATELY 500 FEET NORTH OF THE INGHAM COUNTY
 NF1438'LINE.
 NF1438'
 NF1438'STATION 19004 MIDH IS LOCATED ON THE NORTH SIDE OF CLARK ROAD BRIDGE
 NF1438'APPROACH EAST OF US-127 NORTH BOUND.
 NF1438'
 NF1438'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1438'CONTROL MARK, 19003, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1438'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND
 NF1438'SURFACE.  IT IS 27.2 FEET WEST OF CENTER LINE SOUTH BOUND US-127,
 NF1438'2.3 FEET WEST OF BOTTOM GUARD RAIL, AND 4 FEET NORTH NORTHWEST OF
 NF1438'WITNESS POST.
 NF1438'
 NF1438'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1438'19003.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1438'BELOW GROUND SURFACE.
 NF1438'
 NF1438'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1438'HCM, 19003 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1438'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1438'IS 26.8 FEET WEST OF CENTER LINE SOUTH BOUND US-127, AND 2 FEET WEST
 NF1438'OF CENTER LINE SOUTH BOUND US-127, AND 2 FEET WEST OF BOTTOM GUARD
 NF1438'RAIL.
 NF1438'
 NF1438'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1438'HCM, 19003 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1438'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1438'IS 27.5 FEET WEST OF CENTER LINE SOUTH BOUND US-127, AND 2.8 FEET
 NF1438'WEST OF BOTTOM GUARD RAIL.
 NF1438'
 NF1438'STATION 19004 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1438'CONTROL MARK, 19004, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1438'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1438'IT IS 24.8 FEET NORTH OF CENTER LINE CLARK ROAD, 26 FEET SOUTH
 NF1438'SOUTHEAST OF FENCE CORNER POST, 4.5 FEET EAST NORTHEAST OF
 NF1438'WITNESS POST, AND 2.5 FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1438'
 NF1438'NEAREST TOWN--EAST LANSING.
 NF1438'
 NF1438'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 NF1438
 NF1438                          STATION RECOVERY (1996)
 NF1438
 NF1438'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1438'RECOVERED IN GOOD CONDITION.
 NF1438
 NF1438                          STATION RECOVERY (2008)
 NF1438
 NF1438'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1438'RECOVERED IN GOOD CONDITION.  NOTE--THE ADDITIONAL TIES AS FOLLOWS,
 NF1438'27.0 FT (8.2 M) SOUTH OF A SIGN --SOUTH 127 MI (204.3 KM) 80--.
 NF1438
 NF1438                          STATION RECOVERY (2014)
 NF1438
 NF1438'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (RJA)
 NF1438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1437 ***********************************************************************
 NF1437  DESIGNATION -  19004
 NF1437  PID         -  NF1437
 NF1437  STATE/COUNTY-  MI/CLINTON
 NF1437  COUNTRY     -  US
 NF1437  USGS QUAD   -  LANSING NORTH (2017)
 NF1437
 NF1437                         *CURRENT SURVEY CONTROL
 NF1437  ______________________________________________________________________
 NF1437* NAD 83(1994) POSITION- 42 48 47.26108(N) 084 31 00.76337(W)   ADJUSTED
 NF1437* NAVD 88 ORTHO HEIGHT -   265.230 (meters)      870.18  (feet) ADJUSTED
 NF1437  ______________________________________________________________________
 NF1437  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 NF1437  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 NF1437  DYNAMIC HEIGHT  -        265.160 (meters)      869.95  (feet) COMP
 NF1437  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 NF1437
 NF1437  HORZ ORDER      -  SECOND
 NF1437  VERT ORDER      -  FIRST     CLASS II
 NF1437
 NF1437.The horizontal coordinates were established by classical geodetic methods
 NF1437.and adjusted by the National Geodetic Survey in February 1997.
 NF1437
 NF1437.The orthometric height was determined by differential leveling and
 NF1437.adjusted by the NATIONAL GEODETIC SURVEY
 NF1437.in October 2009.
 NF1437
 NF1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1437.GEOID18 height accuracy estimate available here.
 NF1437
 NF1437.Click photographs - Photos may exist for this station.
 NF1437
 NF1437.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1437
 NF1437.The dynamic height is computed by dividing the NAVD 88
 NF1437.geopotential number by the normal gravity value computed on the
 NF1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1437.degrees latitude (g = 980.6199 gals.).
 NF1437
 NF1437.The modeled gravity was interpolated from observed gravity values.
 NF1437
 NF1437. The following values were computed from the NAD 83(1994) position.
 NF1437
 NF1437;                    North         East     Units Scale Factor Converg.
 NF1437;SPC MI S     -   145,869.666 3,987,715.652   MT  0.99990766   -0 06 08.0
 NF1437;SPC MI S     -   478,575.02 13,083,056.60   iFT  0.99990766   -0 06 08.0
 NF1437;UTM  16      - 4,743,054.002   703,012.351   MT  1.00010706   +1 41 17.3
 NF1437
 NF1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1437!SPC MI S     -   0.99996365  x   0.99990766  =   0.99987131
 NF1437!UTM  16      -   0.99996365  x   1.00010706  =   1.00007070
 NF1437
 NF1437:                Primary Azimuth Mark                     Grid Az
 NF1437:SPC MI S     -  19003                                    176 48 36.6
 NF1437:UTM  16      -  19003                                    175 01 11.3
 NF1437
 NF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0301243054(NAD 83)
 NF1437
 NF1437|---------------------------------------------------------------------|
 NF1437| PID    Reference Object                     Distance      Geod. Az  |
 NF1437|                                                           dddmmss.s |
 NF1437| CG9498 19004 RM 1                            7.955 METERS 08857     |
 NF1437| NF1438 19003                               APPROX. 4.7 KM 1764228.6 |
 NF1437| CG9499 19004 RM 2                            8.847 METERS 26939     |
 NF1437|---------------------------------------------------------------------|
 NF1437
 NF1437                          SUPERSEDED SURVEY CONTROL
 NF1437
 NF1437  NAD 83(1986)-  42 48 47.25987(N)    084 31 00.78233(W) AD(       ) 2
 NF1437  NAD 27      -  42 48 47.13681(N)    084 31 00.86133(W) AD(       ) 2
 NF1437  NGVD 29 (07/19/86)  265.2    (m)          870.     (f) VERT ANG       
 NF1437
 NF1437.Superseded values are not recommended for survey control.
 NF1437
 NF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1437.See file dsdata.pdf to determine how the superseded data were derived.
 NF1437
 NF1437_MARKER: DD = SURVEY DISK
 NF1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1437_STAMPING: 19004 1976
 NF1437_MARK LOGO: NGS
 NF1437_PROJECTION: FLUSH
 NF1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1437+STABILITY: SURFACE MOTION
 NF1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1437+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 NF1437
 NF1437  HISTORY     - Date     Condition        Report By
 NF1437  HISTORY     - 1976     MONUMENTED       MIDH
 NF1437  HISTORY     - 19960704 GOOD             USPSQD
 NF1437  HISTORY     - 20080408 GOOD             COLEM
 NF1437
 NF1437                          STATION DESCRIPTION
 NF1437
 NF1437'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1437'THE STATION IS ABOUT 3 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1437'LANSING, 3-1/4 MILES SOUTHEAST OF DEWITT IN CLINTON COUNTY, DEWITT
 NF1437'TOWNSHIP, T5N, R2W, SW 1/4 SECTION 14 ON STATE RIGHT OF WAY.
 NF1437'
 NF1437'TO REACH THE STATION FROM THE US-27 BRIDGE OVER US-127, GO SOUTH
 NF1437'0.3 MILES TO CLARK ROAD, TURN LEFT AND GO EAST ALONG CLARK ROAD
 NF1437'1.4 MILES TO THE STATION ON THE LEFT NEAR THE EAST ROW FENCE LINE
 NF1437'OF US-127.
 NF1437'
 NF1437'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 19004 1976,
 NF1437'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1437'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.8 FEET NORTH
 NF1437'OF CENTER LINE OF CLARK ROAD, 26 FEET SOUTH SOUTHEAST OF FENCE
 NF1437'CORNER POST, 4.5 FEET EAST NORTHEAST OF WITNESS POST, AND 2.5
 NF1437'FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1437'
 NF1437'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1437'19004.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1437'BELOW THE GROUND SURFACE.
 NF1437'
 NF1437'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1437'HCM, 19004, 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1437'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1437'IS 26.1 FEET NORTH OF CENTER LINE CLARK ROAD, 33.6 FEET SOUTH
 NF1437'SOUTHWEST OF 26 INCH MAPLE TREE, AND 42.8 FEET SOUTHEAST OF
 NF1437'FENCE CORNER POST.
 NF1437'
 NF1437'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1437'HCM, 19004, 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1437'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1437'IS 25.3 FEET NORTH OF CENTER LINE OF CLARK ROAD, 31.2 FEET SOUTHWEST
 NF1437'OF FENCE CORNER POST, AND 31.5 FEET EAST NORTHEAST OF CONCRETE
 NF1437'BRIDGE RAIL.
 NF1437'
 NF1437'NEAREST TOWN--LANSING.
 NF1437'
 NF1437'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NF1437
 NF1437                          STATION RECOVERY (1996)
 NF1437
 NF1437'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1437'RECOVERED IN GOOD CONDITION.
 NF1437
 NF1437                          STATION RECOVERY (2008)
 NF1437
 NF1437'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1437'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 NF1437'REFERENCED GUARD RAIL HAS BEEN MOVED CLOSER AND THE STATION IS 0.5 FT
 NF1437'(0.2 M) NORTH OF THE GUARD RAIL AND 0.5 FT (0.2 M) WEST OF A WOOD POST
 NF1437'FOR THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1449 ***********************************************************************
 NF1449  DESIGNATION -  19005
 NF1449  PID         -  NF1449
 NF1449  STATE/COUNTY-  MI/CLINTON
 NF1449  COUNTRY     -  US
 NF1449  USGS QUAD   -  LANSING NORTH (2017)
 NF1449
 NF1449                         *CURRENT SURVEY CONTROL
 NF1449  ______________________________________________________________________
 NF1449* NAD 83(1994) POSITION- 42 47 53.49949(N) 084 30 42.31507(W)   ADJUSTED
 NF1449* NAVD 88 ORTHO HEIGHT -   255.4   (meters)      838.    (feet) VERTCON3
 NF1449  ______________________________________________________________________
 NF1449  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 NF1449  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 NF1449  HORZ ORDER      -  SECOND
 NF1449
 NF1449.The horizontal coordinates were established by classical geodetic methods
 NF1449.and adjusted by the National Geodetic Survey in February 1997.
 NF1449
 NF1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1449
 NF1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1449.GEOID18 height accuracy estimate available here.
 NF1449
 NF1449.Click photographs - Photos may exist for this station.
 NF1449
 NF1449.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1449
 NF1449. The following values were computed from the NAD 83(1994) position.
 NF1449
 NF1449;                    North         East     Units Scale Factor Converg.
 NF1449;SPC MI S     -   144,210.109 3,988,131.877   MT  0.99990802   -0 05 55.5
 NF1449;SPC MI S     -   473,130.28 13,084,422.17   iFT  0.99990802   -0 05 55.5
 NF1449;UTM  16      - 4,741,407.927   703,480.308   MT  1.00010941   +1 41 28.1
 NF1449
 NF1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1449!SPC MI S     -   0.99996520  x   0.99990802  =   0.99987322
 NF1449!UTM  16      -   0.99996520  x   1.00010941  =   1.00007460
 NF1449
 NF1449:                Primary Azimuth Mark                     Grid Az
 NF1449:SPC MI S     -  MILLER                                   307 55 46.0
 NF1449:UTM  16      -  MILLER                                   306 08 22.4
 NF1449
 NF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0348041407(NAD 83)
 NF1449
 NF1449|---------------------------------------------------------------------|
 NF1449| PID    Reference Object                     Distance      Geod. Az  |
 NF1449|                                                           dddmmss.s |
 NF1449| NF1450 19005 RM 1                           11.861 METERS 00332     |
 NF1449| CG9500 19005 RM 2                           12.238 METERS 18400     |
 NF1449| NF1435 MILLER                              APPROX. 2.4 KM 3074950.5 |
 NF1449|---------------------------------------------------------------------|
 NF1449
 NF1449                          SUPERSEDED SURVEY CONTROL
 NF1449
 NF1449  NAD 83(1986)-  42 47 53.49831(N)    084 30 42.33397(W) AD(       ) 2
 NF1449  NAD 27      -  42 47 53.37514(N)    084 30 42.41318(W) AD(       ) 2
 NF1449  NGVD 29 (07/19/86)  255.5    (m)          838.     (f) VERT ANG       
 NF1449
 NF1449.Superseded values are not recommended for survey control.
 NF1449
 NF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1449.See file dsdata.pdf to determine how the superseded data were derived.
 NF1449
 NF1449_MARKER: DD = SURVEY DISK
 NF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1449
 NF1449  HISTORY     - Date     Condition        Report By
 NF1449  HISTORY     - 1976     MONUMENTED       MIDH
 NF1449  HISTORY     - 19960704 GOOD             USPSQD
 NF1449
 NF1449                          STATION DESCRIPTION
 NF1449
 NF1449'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1449'THE STATION IS ABOUT 2 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1449'LANSING, 5-1/2 MILES SOUTHEAST OF DEWITT IN CLINTON COUNTY, DEWITT
 NF1449'TOWNSHIP, T5N, R2W, NE 1/4 SECTION 26 ON STATE RIGHT OF WAY.
 NF1449'
 NF1449'TO REACH THE STATION FROM THE INTERSECTION OF US-1 27 AND LAKE
 NF1449'LANSING ROAD, GO NORTH ON US-127 2.6 MILES TO THE STATION ON THE
 NF1449'LEFT AS DESCRIBED.
 NF1449'
 NF1449'TO REACH 19004 MIDH FROM 19005 MIDH GO NORTH ON US-127 1 MILE TO
 NF1449'STATION ON THE RIGHT AS DESCRIBED.
 NF1449'
 NF1449'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1449'CONTROL MARK, 19005, 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1449'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1449'SURFACE.  IT IS 41.4 FEET WEST OF CENTER LINE NORTH BOUND US-127,
 NF1449'8.1 FEET WEST SOUTHWEST OF WITNESS POST, AND 70.8 FEET NORTHWEST
 NF1449'OF PAVEMENT STATION STENCILED 1014+00.
 NF1449'
 NF1449'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1449'19005.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1449'BELOW THE GROUND SURFACE.
 NF1449'
 NF1449'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1449'HCM, 19005 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1449'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1449'IS 39.8 FEET WEST OF CENTER LINE NORTH BOUND US-127, AND 55.2 FEET
 NF1449'SOUTHWEST OF PAVEMENT STATION STENCILED 1015+06.
 NF1449'
 NF1449'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1449'HCM, 19005 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1449'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1449'IS 55.6 FEET WEST NORTHWEST OF PAVEMENT STATION STENCILED 1014+00,
 NF1449'AND 43.8 FEET WEST OF CENTER LINE NORTH BOUND US-127.
 NF1449'
 NF1449'STATION 19004 IS A 3-1/4 INCH BRASS DISK STAMPED 19004 1976,
 NF1449'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1449'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.8 FEET NORTH
 NF1449'OF CENTER LINE OF CLARK ROAD, 26 FEET SOUTH SOUTHEAST OF FENCE
 NF1449'CORNER POST, 4.5 FEET EAST NORTHEAST OF WITNESS POST, AND 2.5
 NF1449'FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1449'
 NF1449'NEAREST TOWN--LANSING.
 NF1449'
 NF1449'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 NF1449
 NF1449                          STATION RECOVERY (1996)
 NF1449
 NF1449'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1450 ***********************************************************************
 NF1450  DESIGNATION -  19005 RM 1
 NF1450  PID         -  NF1450
 NF1450  STATE/COUNTY-  MI/CLINTON
 NF1450  COUNTRY     -  US
 NF1450  USGS QUAD   -  LANSING NORTH (2017)
 NF1450
 NF1450                         *CURRENT SURVEY CONTROL
 NF1450  ______________________________________________________________________
 NF1450* NAD 83(2011) POSITION- 42 47 53.88347(N) 084 30 42.28183(W)   ADJUSTED
 NF1450* NAD 83(2011) ELLIP HT-   222.369 (meters)        (06/27/12)   ADJUSTED
 NF1450* NAD 83(2011) EPOCH   -  2010.00
 NF1450* NAVD 88 ORTHO HEIGHT -   255.795 (meters)      839.22  (feet) ADJUSTED
 NF1450  ______________________________________________________________________
 NF1450  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 NF1450  NAD 83(2011) X  -    448,307.975 (meters)                     COMP
 NF1450  NAD 83(2011) Y  - -4,665,881.346 (meters)                     COMP
 NF1450  NAD 83(2011) Z  -  4,311,238.607 (meters)                     COMP
 NF1450  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 NF1450  DYNAMIC HEIGHT  -        255.727 (meters)      839.00  (feet) COMP
 NF1450  MODELED GRAVITY -    980,347.7   (mgal)                       NAVD 88
 NF1450
 NF1450  VERT ORDER      -  FIRST     CLASS II
 NF1450
 NF1450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1450  Standards:
 NF1450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1450  -------------------------------------------------------------------
 NF1450  NETWORK    0.23   0.37           0.11   0.07   0.19      0.08309219
 NF1450  -------------------------------------------------------------------
 NF1450  Click here for local accuracies and other accuracy information.
 NF1450
 NF1450.The horizontal coordinates were established by GPS observations
 NF1450.and adjusted by the National Geodetic Survey in June 2012.
 NF1450
 NF1450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1450.been affixed to the stable North American tectonic plate. See 
 NF1450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1450
 NF1450.The horizontal coordinates are valid at the epoch date displayed above
 NF1450.which is a decimal equivalence of Year/Month/Day.
 NF1450
 NF1450.The orthometric height was determined by differential leveling and
 NF1450.adjusted by the NATIONAL GEODETIC SURVEY
 NF1450.in October 2009.
 NF1450
 NF1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1450.GEOID18 height accuracy estimate available here.
 NF1450
 NF1450.Click photographs - Photos may exist for this station.
 NF1450
 NF1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1450
 NF1450.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1450
 NF1450.The ellipsoidal height was determined by GPS observations
 NF1450.and is referenced to NAD 83.
 NF1450
 NF1450.The dynamic height is computed by dividing the NAVD 88
 NF1450.geopotential number by the normal gravity value computed on the
 NF1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1450.degrees latitude (g = 980.6199 gals.).
 NF1450
 NF1450.The modeled gravity was interpolated from observed gravity values.
 NF1450
 NF1450. The following values were computed from the NAD 83(2011) position.
 NF1450
 NF1450;                    North         East     Units Scale Factor Converg.
 NF1450;SPC MI S     -   144,221.956 3,988,132.653   MT  0.99990802   -0 05 55.4
 NF1450;SPC MI S     -   473,169.15 13,084,424.71   iFT  0.99990802   -0 05 55.4
 NF1450;UTM  16      - 4,741,419.795   703,480.714   MT  1.00010941   +1 41 28.1
 NF1450
 NF1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1450!SPC MI S     -   0.99996513  x   0.99990802  =   0.99987315
 NF1450!UTM  16      -   0.99996513  x   1.00010941  =   1.00007453
 NF1450
 NF1450:                Primary Azimuth Mark                     Grid Az
 NF1450:SPC MI S     -  MILLER                                   307 41 23.5
 NF1450:UTM  16      -  MILLER                                   305 54 00.0
 NF1450
 NF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0348041419(NAD 83)
 NF1450
 NF1450|---------------------------------------------------------------------|
 NF1450| PID    Reference Object                     Distance      Geod. Az  |
 NF1450|                                                           dddmmss.s |
 NF1450| NF1449 19005                                11.861 METERS 18332     |
 NF1450| NF1435 MILLER                              APPROX. 2.3 KM 3073528.1 |
 NF1450|---------------------------------------------------------------------|
 NF1450
 NF1450                          SUPERSEDED SURVEY CONTROL
 NF1450
 NF1450  NAD 83(2007)-  42 47 53.88372(N)    084 30 42.28238(W) AD(2002.00) B
 NF1450  ELLIP H (10/23/09)  222.388  (m)                       GP(2002.00) 3 1
 NF1450  NAD 83(1994)-  42 47 53.88313(N)    084 30 42.28290(W) AD(       ) 2
 NF1450  NAD 83(1986)-  42 47 53.88194(N)    084 30 42.30180(W) AD(       ) 2
 NF1450  NAD 27      -  42 47 53.75878(N)    084 30 42.38102(W) AD(       ) 2
 NF1450  NGVD 29 (07/19/86)  255.8    (m)          839.     (f) VERT ANG       
 NF1450
 NF1450.Superseded values are not recommended for survey control.
 NF1450
 NF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1450.See file dsdata.pdf to determine how the superseded data were derived.
 NF1450
 NF1450_MARKER: DD = SURVEY DISK
 NF1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1450_STAMPING: 19005 RM 1 1976
 NF1450_MARK LOGO: MIDH
 NF1450_PROJECTION: FLUSH
 NF1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1450+STABILITY: SURFACE MOTION
 NF1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1450+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 NF1450
 NF1450  HISTORY     - Date     Condition        Report By
 NF1450  HISTORY     - 1976     MONUMENTED       MIDH
 NF1450  HISTORY     - 19960704 GOOD             USPSQD
 NF1450  HISTORY     - 20080408 GOOD             COLEM
 NF1450
 NF1450                          STATION DESCRIPTION
 NF1450
 NF1450'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1450'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1450'19005 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1450'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 39.8
 NF1450'FEET WEST OF CENTER LINE OF NORTH BOUND US-127 AND 55.2 FEET
 NF1450'SOUTHWEST OF PAVEMENT STATION STENCILED 1015+06.
 NF1450
 NF1450                          STATION RECOVERY (1996)
 NF1450
 NF1450'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1450'RECOVERED IN GOOD CONDITION.
 NF1450
 NF1450                          STATION RECOVERY (2008)
 NF1450
 NF1450'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1450'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS, THE
 NF1450'STATION IS 22.0 FT (6.7 M) WEST OF THE EDGE OF BITUMINOUS SHOULDER OF
 NF1450'STATE HIGHWAY 127 AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 NF1450'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1452 ***********************************************************************
 NF1452  DESIGNATION -  19006
 NF1452  PID         -  NF1452
 NF1452  STATE/COUNTY-  MI/CLINTON
 NF1452  COUNTRY     -  US
 NF1452  USGS QUAD   -  LANSING NORTH (2017)
 NF1452
 NF1452                         *CURRENT SURVEY CONTROL
 NF1452  ______________________________________________________________________
 NF1452* NAD 83(1994) POSITION- 42 48 48.00813(N) 084 34 12.16631(W)   ADJUSTED
 NF1452* NAVD 88 ORTHO HEIGHT -   259.9   (meters)      853.    (feet) VERTCON3
 NF1452  ______________________________________________________________________
 NF1452  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 NF1452  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 NF1452  HORZ ORDER      -  SECOND
 NF1452
 NF1452.The horizontal coordinates were established by classical geodetic methods
 NF1452.and adjusted by the National Geodetic Survey in February 1997.
 NF1452
 NF1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1452
 NF1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1452.GEOID18 height accuracy estimate available here.
 NF1452
 NF1452.Click photographs - Photos may exist for this station.
 NF1452
 NF1452.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1452
 NF1452. The following values were computed from the NAD 83(1994) position.
 NF1452
 NF1452;                    North         East     Units Scale Factor Converg.
 NF1452;SPC MI S     -   145,901.847 3,983,367.676   MT  0.99990766   -0 08 18.3
 NF1452;SPC MI S     -   478,680.60 13,068,791.59   iFT  0.99990766   -0 08 18.3
 NF1452;UTM  16      - 4,742,950.305   698,664.672   MT  1.00008558   +1 39 07.1
 NF1452
 NF1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1452!SPC MI S     -   0.99996449  x   0.99990766  =   0.99987216
 NF1452!UTM  16      -   0.99996449  x   1.00008558  =   1.00005007
 NF1452
 NF1452:                Primary Azimuth Mark                     Grid Az
 NF1452:SPC MI S     -  19006 AZ MK                              268 33 50.0
 NF1452:UTM  16      -  19006 AZ MK                              266 46 24.6
 NF1452
 NF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9866442950(NAD 83)
 NF1452
 NF1452|---------------------------------------------------------------------|
 NF1452| PID    Reference Object                     Distance      Geod. Az  |
 NF1452|                                                           dddmmss.s |
 NF1452| CG9502 19006 RM 1                            7.490 METERS 08942     |
 NF1452| NF1453 19006 MIDOT A PT                      6.154 METERS 13122     |
 NF1452| CG9501 19006 AZ MK                                        2682531.7 |
 NF1452| CG9503 19006 RM 2                           11.652 METERS 27045     |
 NF1452|---------------------------------------------------------------------|
 NF1452
 NF1452                          SUPERSEDED SURVEY CONTROL
 NF1452
 NF1452  NAD 83(1986)-  42 48 48.00682(N)    084 34 12.18525(W) AD(       ) 2
 NF1452  NAD 27      -  42 48 47.88367(N)    084 34 12.25778(W) AD(       ) 2
 NF1452  NGVD 29 (07/19/86)  260.0    (m)          853.     (f) VERT ANG       
 NF1452
 NF1452.Superseded values are not recommended for survey control.
 NF1452
 NF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1452.See file dsdata.pdf to determine how the superseded data were derived.
 NF1452
 NF1452_MARKER: DD = SURVEY DISK
 NF1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1452
 NF1452  HISTORY     - Date     Condition        Report By
 NF1452  HISTORY     - 1976     MONUMENTED       MIDH
 NF1452
 NF1452                          STATION DESCRIPTION
 NF1452
 NF1452'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1452'THE STATION IS ABOUT 3 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1452'LANSING, 2 MILES SOUTH OF DEWITT, ON CLARK ROAD IN CLINTON COUNTY,
 NF1452'DEWITT TOWNSHIP, T5N, R2W, SE 1/4 SECTION 17 ON COUNTY RIGHT OF
 NF1452'WAY.
 NF1452'
 NF1452'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND US-27, GO
 NF1452'SOUTH ON US-27 0.3 MILES TO CLARK ROAD.  TURN RIGHT AND GO WEST ON
 NF1452'1.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1452'
 NF1452'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG CLARK ROAD
 NF1452'0.42 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1452'
 NF1452'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORTIZONTAL
 NF1452'CONTROL MARK, 19006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1452'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND
 NF1452'SURFACE.  IT IS 31 FEET NORTH OF CENTER LINE CLARK ROAD, 66.2 FEET
 NF1452'NORTHEAST OF EAST AND 1 2 INCH METAL PIPE, AND 68.3 FEET NORTH
 NF1452'NORTHWEST OF TELEPHONE PEDESTAL.
 NF1452'
 NF1452'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1452'19006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1452'BELOW THE GROUND SURFACE.
 NF1452'
 NF1452'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1452'IS 31.4 FEET NORTH OF CENTER LINE CLARK ROAD, 68 FEET NORTH
 NF1452'NORTHEAST OF TELEPHONE PEDESTAL, AND 71.4 FEET NORTH NORTHWEST OF
 NF1452'WOOD FENCE POST.
 NF1452'
 NF1452'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1452'IS 31 FEET NORTH OF CENTER LINE CLARK ROAD, 56.5 FEET NORTH
 NF1452'NORTHWEST OF EAST END 12 INCH METAL PIPE, AND 49 FEET NORTHWEST
 NF1452'OF MAILBOX.
 NF1452'
 NF1452'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE, THE
 NF1452'UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK,
 NF1452'19006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1452'BELOW GROUND SURFACE.  THE AZIMUTH MARK IS 61 FEET WEST OF CENTER
 NF1452'LINE GRAVEL DRIVE, 27 FEET SOUTH OF CENTER LINE CLARK ROAD, AND
 NF1452'4 FEET SOUTH OF WITNESS POST.
 NF1452'
 NF1452'NEAREST TOWN--DEWITT.
 NF1452'
 NF1452'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1456 ***********************************************************************
 NF1456  DESIGNATION -  19007
 NF1456  PID         -  NF1456
 NF1456  STATE/COUNTY-  MI/CLINTON
 NF1456  COUNTRY     -  US
 NF1456  USGS QUAD   -  LANSING NORTH (2017)
 NF1456
 NF1456                         *CURRENT SURVEY CONTROL
 NF1456  ______________________________________________________________________
 NF1456* NAD 83(1994) POSITION- 42 50 05.53215(N) 084 32 35.33710(W)   ADJUSTED
 NF1456* NAVD 88 ORTHO HEIGHT -   262.3   (meters)      861.    (feet) VERTCON3
 NF1456  ______________________________________________________________________
 NF1456  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 NF1456  LAPLACE CORR    -          2.31  (seconds)                    DEFLEC18
 NF1456  OBS GRAVITY     -    980,351.3   (mgal)                       GRAV_OBS
 NF1456
 NF1456  HORZ ORDER      -  SECOND
 NF1456
 NF1456.The horizontal coordinates were established by classical geodetic methods
 NF1456.and adjusted by the National Geodetic Survey in February 1997.
 NF1456
 NF1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1456
 NF1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1456.GEOID18 height accuracy estimate available here.
 NF1456
 NF1456.Click photographs - Photos may exist for this station.
 NF1456
 NF1456.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1456
 NF1456.The observed gravity was obtained from relative gravimeter ties
 NF1456.to the IGSN71 gravity network.
 NF1456
 NF1456. The following values were computed from the NAD 83(1994) position.
 NF1456
 NF1456;                    North         East     Units Scale Factor Converg.
 NF1456;SPC MI S     -   148,288.905 3,985,572.316   MT  0.99990726   -0 07 12.4
 NF1456;SPC MI S     -   486,512.16 13,076,024.66   iFT  0.99990726   -0 07 12.4
 NF1456;UTM  16      - 4,745,405.540   700,794.034   MT  1.00009604   +1 40 15.4
 NF1456
 NF1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1456!SPC MI S     -   0.99996411  x   0.99990726  =   0.99987137
 NF1456!UTM  16      -   0.99996411  x   1.00009604  =   1.00006014
 NF1456
 NF1456:                Primary Azimuth Mark                     Grid Az
 NF1456:SPC MI S     -  19007 AZ MK                              004 30 52.1
 NF1456:UTM  16      -  19007 AZ MK                              002 43 24.3
 NF1456
 NF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0079445405(NAD 83)
 NF1456
 NF1456|---------------------------------------------------------------------|
 NF1456| PID    Reference Object                     Distance      Geod. Az  |
 NF1456|                                                           dddmmss.s |
 NF1456| CG9504 19007 AZ MK                                        0042339.7 |
 NF1456| CG9505 19007 RM 1                           15.234 METERS 01302     |
 NF1456| NF1455 19007 RM 2                            7.740 METERS 19230     |
 NF1456|---------------------------------------------------------------------|
 NF1456
 NF1456                          SUPERSEDED SURVEY CONTROL
 NF1456
 NF1456  NAD 83(1986)-  42 50 05.53088(N)    084 32 35.35609(W) AD(       ) 2
 NF1456  NAD 27      -  42 50 05.40855(N)    084 32 35.43205(W) AD(       ) 2
 NF1456  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 NF1456
 NF1456.Superseded values are not recommended for survey control.
 NF1456
 NF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1456.See file dsdata.pdf to determine how the superseded data were derived.
 NF1456
 NF1456_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1456_STAMPING: 19007 1976
 NF1456_MARK LOGO: MIDH
 NF1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1456+STABILITY: SURFACE MOTION
 NF1456
 NF1456  HISTORY     - Date     Condition        Report By
 NF1456  HISTORY     - 1976     MONUMENTED       MIDH
 NF1456  HISTORY     - 1981     GOOD             MIDH
 NF1456  HISTORY     - 19960704 GOOD             USPSQD
 NF1456  HISTORY     - 20240528 GOOD             MIDT
 NF1456
 NF1456                          STATION DESCRIPTION
 NF1456
 NF1456'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1456'THE STATION IS ABOUT 1-1/2 MILES EAST SOUTHEAST OF DEWITT, 4-1/2
 NF1456'MILES NORTH OF THE NORTH CITY LIMITS OF LANSING ON US-27 IN CLINTON
 NF1456'COUNTY, DEWITT TOWNSHIP, T5N, R2W, SE 1/4 SECTION 9 ON STATE RIGHT
 NF1456'OF WAY.
 NF1456'
 NF1456'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND US-27, GO
 NF1456'NORTH ON US-27 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1456'
 NF1456'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US-27 0.25
 NF1456'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1456'
 NF1456'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1456'CONTROL MARK, 19007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1456'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1456'IT IS 35 FEET WEST OF CENTER LINE SOUTH BOUND US-27, 33.5 FEET
 NF1456'NORTHEAST OF TELEPHONE AND POWER POLE NO. 635, 64.4 FEET
 NF1456'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 12490, AND 5 FEET NORTH
 NF1456'OF WITNESS POST.
 NF1456'
 NF1456'THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 19007.
 NF1456'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NF1456'GROUND SURFACE.
 NF1456'
 NF1456'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 23.3
 NF1456'FEET WEST OF CENTER LINE SOUTH BOUND US-27, 29 FEET SOUTH OF CENTER
 NF1456'LINE GRAVEL DRIVE, AND 70 FEET EAST OF FRONT DOOR OF HOUSE NO.
 NF1456'12490.
 NF1456'
 NF1456'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1456'IS 40 FEET WEST OF CENTER LINE SOUTH BOUND US-27, 19.5 FEET EAST OF
 NF1456'TELEPHONE AND POWER POLE, AND 57 FEET NORTH NORTHWEST OF MAILBOX
 NF1456'NO. 12502.
 NF1456'
 NF1456'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 45 FEET
 NF1456'SOUTHWEST OF POWER POLE, 50 FEET NORTH OF CENTER LINE GRAVEL
 NF1456'DRIVE, 29.2 FEET OF CENTER LINE NORTH BOUND US-27, AND 5 FEET EAST
 NF1456'OF WITNESS POST.
 NF1456'
 NF1456'NEAREST TOWN--DEWITT.
 NF1456'
 NF1456'HEIGHT OF LIGHT ABOVE STATION MARK 1.19 METERS.
 NF1456
 NF1456                          STATION RECOVERY (1981)
 NF1456
 NF1456'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1456'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1976
 NF1456'DESCRIPTION IS STILL VALID.
 NF1456'
 NF1456'THE AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NF1456'FOUND IN GOOD CONDITION AS DESCRIBED.
 NF1456
 NF1456                          STATION RECOVERY (1996)
 NF1456
 NF1456'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1456'RECOVERED IN GOOD CONDITION.
 NF1456
 NF1456                          STATION RECOVERY (2024)
 NF1456
 NF1456'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 NF1456'FOUND AS DESCRIBED.  MARKER IS ON SMALL HILL ABOVE A SHRUB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1455 ***********************************************************************
 NF1455  DESIGNATION -  19007 RM 2
 NF1455  PID         -  NF1455
 NF1455  STATE/COUNTY-  MI/CLINTON
 NF1455  COUNTRY     -  US
 NF1455  USGS QUAD   -  LANSING NORTH (2017)
 NF1455
 NF1455                         *CURRENT SURVEY CONTROL
 NF1455  ______________________________________________________________________
 NF1455* NAD 83(1994) POSITION- 42 50 05.28727(N) 084 32 35.41084(W)   ADJUSTED
 NF1455* NAVD 88 ORTHO HEIGHT -   262.4   (meters)      861.    (feet) VERTCON3
 NF1455  ______________________________________________________________________
 NF1455  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 NF1455  LAPLACE CORR    -          2.31  (seconds)                    DEFLEC18
 NF1455  HORZ ORDER      -  SECOND
 NF1455
 NF1455.The horizontal coordinates were established by classical geodetic methods
 NF1455.and adjusted by the National Geodetic Survey in February 1997.
 NF1455
 NF1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1455
 NF1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1455.GEOID18 height accuracy estimate available here.
 NF1455
 NF1455.Click photographs - Photos may exist for this station.
 NF1455
 NF1455.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1455
 NF1455. The following values were computed from the NAD 83(1994) position.
 NF1455
 NF1455;                    North         East     Units Scale Factor Converg.
 NF1455;SPC MI S     -   148,281.353 3,985,570.626   MT  0.99990726   -0 07 12.4
 NF1455;SPC MI S     -   486,487.38 13,076,019.11   iFT  0.99990726   -0 07 12.4
 NF1455;UTM  16      - 4,745,397.937   700,792.580   MT  1.00009603   +1 40 15.3
 NF1455
 NF1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1455!SPC MI S     -   0.99996409  x   0.99990726  =   0.99987135
 NF1455!UTM  16      -   0.99996409  x   1.00009603  =   1.00006012
 NF1455
 NF1455:                Primary Azimuth Mark                     Grid Az
 NF1455:SPC MI S     -  MILLER                                   164 55 45.3
 NF1455:UTM  16      -  MILLER                                   163 08 17.6
 NF1455
 NF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0079245397(NAD 83)
 NF1455
 NF1455|---------------------------------------------------------------------|
 NF1455| PID    Reference Object                     Distance      Geod. Az  |
 NF1455|                                                           dddmmss.s |
 NF1455| NF1456 19007                                 7.740 METERS 01230     |
 NF1455| NF1435 MILLER                              APPROX. 2.7 KM 1644832.9 |
 NF1455|---------------------------------------------------------------------|
 NF1455
 NF1455                          SUPERSEDED SURVEY CONTROL
 NF1455
 NF1455  NAD 83(1986)-  42 50 05.28601(N)    084 32 35.42983(W) AD(       ) 2
 NF1455  NAD 27      -  42 50 05.16368(N)    084 32 35.50578(W) AD(       ) 2
 NF1455  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG       
 NF1455
 NF1455.Superseded values are not recommended for survey control.
 NF1455
 NF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1455.See file dsdata.pdf to determine how the superseded data were derived.
 NF1455
 NF1455_MARKER: DD = SURVEY DISK
 NF1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1455_STAMPING: 19007 1976 RM 2
 NF1455_MARK LOGO: MIDH
 NF1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1455+STABILITY: SURFACE MOTION
 NF1455
 NF1455  HISTORY     - Date     Condition        Report By
 NF1455  HISTORY     - 1976     MONUMENTED       MIDH
 NF1455  HISTORY     - 19960704 GOOD             USPSQD
 NF1455
 NF1455                          STATION DESCRIPTION
 NF1455
 NF1455'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1455'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1455'19007 1976, RM 2, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1455'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1455'IS 40 FEET WEST OF CENTER LINE OF SOUTH BOUND US-27, 19.5 FEET
 NF1455'EAST OF TELEPHONE AND POWER POLE AND 57 FEET NORTH NORTHWEST OF
 NF1455'MAILBOX NO. 12502.
 NF1455
 NF1455                          STATION RECOVERY (1996)
 NF1455
 NF1455'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1442 ***********************************************************************
 NF1442  DESIGNATION -  19008
 NF1442  PID         -  NF1442
 NF1442  STATE/COUNTY-  MI/CLINTON
 NF1442  COUNTRY     -  US
 NF1442  USGS QUAD   -  LANSING NORTH (2017)
 NF1442
 NF1442                         *CURRENT SURVEY CONTROL
 NF1442  ______________________________________________________________________
 NF1442* NAD 83(1994) POSITION- 42 48 48.27329(N) 084 36 10.20597(W)   ADJUSTED
 NF1442* NAVD 88 ORTHO HEIGHT -   259.1   (meters)      850.    (feet) VERTCON3
 NF1442  ______________________________________________________________________
 NF1442  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 NF1442  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 NF1442  HORZ ORDER      -  SECOND
 NF1442
 NF1442.The horizontal coordinates were established by classical geodetic methods
 NF1442.and adjusted by the National Geodetic Survey in February 1997.
 NF1442
 NF1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1442
 NF1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1442.GEOID18 height accuracy estimate available here.
 NF1442
 NF1442.Click photographs - Photos may exist for this station.
 NF1442
 NF1442.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1442
 NF1442. The following values were computed from the NAD 83(1994) position.
 NF1442
 NF1442;                    North         East     Units Scale Factor Converg.
 NF1442;SPC MI S     -   145,917.028 3,980,686.246   MT  0.99990766   -0 09 38.6
 NF1442;SPC MI S     -   478,730.41 13,059,994.25   iFT  0.99990766   -0 09 38.6
 NF1442;UTM  16      - 4,742,881.692   695,983.617   MT  1.00007256   +1 37 46.8
 NF1442
 NF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1442!SPC MI S     -   0.99996463  x   0.99990766  =   0.99987229
 NF1442!UTM  16      -   0.99996463  x   1.00007256  =   1.00003718
 NF1442
 NF1442:                Primary Azimuth Mark                     Grid Az
 NF1442:SPC MI S     -  19008 AZ MK                              091 27 09.1
 NF1442:UTM  16      -  19008 AZ MK                              089 39 43.7
 NF1442
 NF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9598342881(NAD 83)
 NF1442
 NF1442|---------------------------------------------------------------------|
 NF1442| PID    Reference Object                     Distance      Geod. Az  |
 NF1442|                                                           dddmmss.s |
 NF1442| NF1439 DEWITT TWP TANK                     APPROX. 1.7 KM 0620420.7 |
 NF1442| NF1443 19008 MIDOT RM 1 1976                22.645 METERS 06922     |
 NF1442| CG9506 19008 AZ MK                                        0911730.5 |
 NF1442| CG9507 19008 RM 2                            8.051 METERS 24833     |
 NF1442|---------------------------------------------------------------------|
 NF1442
 NF1442                          SUPERSEDED SURVEY CONTROL
 NF1442
 NF1442  NAD 83(1986)-  42 48 48.27134(N)    084 36 10.22406(W) AD(       ) 2
 NF1442  NAD 27      -  42 48 48.14605(N)    084 36 10.28981(W) AD(       ) 2
 NF1442  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 NF1442
 NF1442.Superseded values are not recommended for survey control.
 NF1442
 NF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1442.See file dsdata.pdf to determine how the superseded data were derived.
 NF1442
 NF1442_MARKER: DD = SURVEY DISK
 NF1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1442
 NF1442  HISTORY     - Date     Condition        Report By
 NF1442  HISTORY     - 1976     MONUMENTED       MIDH
 NF1442  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 NF1442
 NF1442                          STATION DESCRIPTION
 NF1442
 NF1442'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1442'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTHWEST OF DEWITT AND
 NF1442'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF THE CENTER OF LANSING.  IT IS
 NF1442'LOCATED IN COUNTY ROAD RIGHT OF WAY IN THE NORTHWEST QUADRANT OF
 NF1442'AIRPORT AND CLARK ROADS IN THE SOUTHEAST CORNER OF SECTION 13 5 N,
 NF1442'R 3 W.
 NF1442'
 NF1442'TO REACH THE STATION FROM THE INTERCHANGE OF I-96 AND BUSINESS ROUTE
 NF1442'I-96 NORTHWEST OF LANSING, GO EASTERLY ON BUSINESS ROUTE I-96 (GRAND
 NF1442'RIVER AVE.) 3.6 MILES TO AIRPORT ROAD, TURN LEFT AND GO NORTH ON
 NF1442'AIRPORT ROAD 3.0 MILES TO CLARK ROAD AND THE STATION ON THE LEFT
 NF1442'AS DESCRIBED.
 NF1442'
 NF1442'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1442'CONTROL MARK 19008 MDSH AND T SURVEY 1976 SET IN A 12 INCH
 NF1442'CYLINDRICAL CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 NF1442'SURFACE.  IT IS 43.8 FEET WEST OF THE CENTER OF AIRPORT ROAD, 30.0
 NF1442'FEET NORTH OF THE CENTER OF CLARK ROAD, 24.5 FEET EAST OF A
 NF1442'TELEPHONE POLE, AND 4.0 FEET NORTHWEST OF A METAL WITNESS POST WITH
 NF1442'SIGN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM
 NF1442'FA ROW 19008 AND SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 NF1442'48 INCHES BELOW THE GROUND SURFACE.
 NF1442'
 NF1442'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT THAT PROJECT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1442'25.5 FEET EAST OF THE CENTER OF AIRPORT ROAD AND 24.8 FEET NORTH
 NF1442'OF A TELEPHONE POLE.
 NF1442'
 NF1442'REFERENCE MARK 2 IN A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 RM 2 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT THAT PROJECTS 2 INCH ABOVE THE GROUND SURFACE.  IT IS
 NF1442'20.0 FEET NORTH OF THE CENTER OF CLARK ROAD, 30.0 FEET SOUTHEAST
 NF1442'OF A 24 INCH HICKORY, AND 11.3 FEET SOUTH OF A TELEPHONE POLE.
 NF1442'
 NF1442'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 AZI MARK AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT WHICH IS SET FLUSH WITH THE GROUND.  IT IS 27.0 FEET SOUTH
 NF1442'OF THE CENTER OF CLARK, 38.2 FEET NORTH-NORTHWEST OF THE NORTHWEST
 NF1442'CORNER OF A RED BARN, 16.4 FEET NORTHWEST OF THE SOUTHWEST CORNER
 NF1442'OF A CONCRETE WELL PIT, AND 5.5 FEET SOUTHWEST OF A METAL
 NF1442'WITNESS POST WITH SIGN.  IT HAS AN UNDERGROUND MARK WHICH IS A 2
 NF1442'INCH BRASS DISK STAMPED HCM FA AZI MARK ROW 19008 AND SET IN AN
 NF1442'IRREGULAR MASS OF CONCRETE APPROXIMATELY 48 INCHES BELOW THE GROUND
 NF1442'SURFACE.
 NF1442'
 NF1442'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.5 MILE EAST ON CLARK
 NF1442'ROAD TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1442'
 NF1442'NOTE--NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO HEAVY
 NF1442'TRAFFIC ALONG AIRPORT ROAD.
 NF1442'
 NF1442'NEAREST TOWN--DEWITT.
 NF1442'
 NF1442'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 NF1442
 NF1442                          STATION RECOVERY (1996)
 NF1442
 NF1442'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1443 ***********************************************************************
 NF1443  DESIGNATION -  19008 MIDOT RM 1 1976
 NF1443  PID         -  NF1443
 NF1443  STATE/COUNTY-  MI/CLINTON
 NF1443  COUNTRY     -  US
 NF1443  USGS QUAD   -  LANSING NORTH (2017)
 NF1443
 NF1443                         *CURRENT SURVEY CONTROL
 NF1443  ______________________________________________________________________
 NF1443* NAD 83(1994) POSITION- 42 48 48.53193(N) 084 36 09.27317(W)   ADJUSTED
 NF1443* NAVD 88 ORTHO HEIGHT -   256.5   (meters)      842.    (feet) VERTCON3
 NF1443  ______________________________________________________________________
 NF1443  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 NF1443  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 NF1443  HORZ ORDER      -  SECOND
 NF1443
 NF1443.The horizontal coordinates were established by classical geodetic methods
 NF1443.and adjusted by the National Geodetic Survey in February 1997.
 NF1443
 NF1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1443
 NF1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1443.GEOID18 height accuracy estimate available here.
 NF1443
 NF1443.Click photographs - Photos may exist for this station.
 NF1443
 NF1443.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1443
 NF1443. The following values were computed from the NAD 83(1994) position.
 NF1443
 NF1443;                    North         East     Units Scale Factor Converg.
 NF1443;SPC MI S     -   145,924.949 3,980,707.459   MT  0.99990765   -0 09 38.0
 NF1443;SPC MI S     -   478,756.39 13,060,063.84   iFT  0.99990765   -0 09 38.0
 NF1443;UTM  16      - 4,742,890.273   696,004.575   MT  1.00007266   +1 37 47.4
 NF1443
 NF1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1443!SPC MI S     -   0.99996503  x   0.99990765  =   0.99987269
 NF1443!UTM  16      -   0.99996503  x   1.00007266  =   1.00003769
 NF1443
 NF1443:                Primary Azimuth Mark                     Grid Az
 NF1443:SPC MI S     -  DEWITT RM 1                              011 37 41.2
 NF1443:UTM  16      -  DEWITT RM 1                              009 50 15.8
 NF1443
 NF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9600442890(NAD 83)
 NF1443
 NF1443|---------------------------------------------------------------------|
 NF1443| PID    Reference Object                     Distance      Geod. Az  |
 NF1443|                                                           dddmmss.s |
 NF1443| NF1446 DEWITT RM 1                         APPROX. 5.4 KM 0112803.2 |
 NF1443| NF1442 19008                                22.645 METERS 24922     |
 NF1443|---------------------------------------------------------------------|
 NF1443
 NF1443                          SUPERSEDED SURVEY CONTROL
 NF1443
 NF1443  NAD 83(1986)-  42 48 48.52997(N)    084 36 09.29126(W) AD(       ) 2
 NF1443  NAD 27      -  42 48 48.40470(N)    084 36 09.35704(W) AD(       ) 2
 NF1443  NGVD 29 (07/19/86)  256.6    (m)          842.     (f) VERT ANG       
 NF1443
 NF1443.Superseded values are not recommended for survey control.
 NF1443
 NF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1443.See file dsdata.pdf to determine how the superseded data were derived.
 NF1443
 NF1443_MARKER: DD = SURVEY DISK
 NF1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1443+STABILITY: SURFACE MOTION
 NF1443
 NF1443  HISTORY     - Date     Condition        Report By
 NF1443  HISTORY     - 1976     MONUMENTED       MIDH
 NF1443  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 NF1443
 NF1443                          STATION DESCRIPTION
 NF1443
 NF1443'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1443'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM
 NF1443'19008 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1443'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.5 FEET
 NF1443'EAST OF THE CENTER OF AIRPORT ROAD AND 24.8 FEET NORTH OF A
 NF1443'TELEPHONE POLE.
 NF1443
 NF1443                          STATION RECOVERY (1996)
 NF1443
 NF1443'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1460 ***********************************************************************
 NF1460  DESIGNATION -  19010
 NF1460  PID         -  NF1460
 NF1460  STATE/COUNTY-  MI/CLINTON
 NF1460  COUNTRY     -  US
 NF1460  USGS QUAD   -  WACOUSTA (2017)
 NF1460
 NF1460                         *CURRENT SURVEY CONTROL
 NF1460  ______________________________________________________________________
 NF1460* NAD 83(1994) POSITION- 42 48 35.41845(N) 084 39 41.51359(W)   ADJUSTED
 NF1460* NAVD 88 ORTHO HEIGHT -   259.0   (meters)      850.    (feet) VERTCON3
 NF1460  ______________________________________________________________________
 NF1460  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 NF1460  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 NF1460  HORZ ORDER      -  SECOND
 NF1460
 NF1460.The horizontal coordinates were established by classical geodetic methods
 NF1460.and adjusted by the National Geodetic Survey in February 1997.
 NF1460
 NF1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1460
 NF1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1460.GEOID18 height accuracy estimate available here.
 NF1460
 NF1460.Click photographs - Photos may exist for this station.
 NF1460
 NF1460.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1460
 NF1460. The following values were computed from the NAD 83(1994) position.
 NF1460
 NF1460;                    North         East     Units Scale Factor Converg.
 NF1460;SPC MI S     -   145,535.530 3,975,884.693   MT  0.99990774   -0 12 02.4
 NF1460;SPC MI S     -   477,478.77 13,044,241.12   iFT  0.99990774   -0 12 02.4
 NF1460;UTM  16      - 4,742,350.287   691,195.592   MT  1.00004975   +1 35 22.7
 NF1460
 NF1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1460!SPC MI S     -   0.99996465  x   0.99990774  =   0.99987240
 NF1460!UTM  16      -   0.99996465  x   1.00004975  =   1.00001440
 NF1460
 NF1460:                Primary Azimuth Mark                     Grid Az
 NF1460:SPC MI S     -  19012                                    094 53 00.8
 NF1460:UTM  16      -  19012                                    093 05 35.7
 NF1460
 NF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9119542350(NAD 83)
 NF1460
 NF1460|---------------------------------------------------------------------|
 NF1460| PID    Reference Object                     Distance      Geod. Az  |
 NF1460|                                                           dddmmss.s |
 NF1460| NF1439 DEWITT TWP TANK                     APPROX. 6.4 KM 0792248.7 |
 NF1460| NF1461 19012                               APPROX. 1.6 KM 0944058.4 |
 NF1460| CG9508 19010 RM 1                            5.504 METERS 24940     |
 NF1460| CG9509 19010 RM 2                            5.007 METERS 34217     |
 NF1460|---------------------------------------------------------------------|
 NF1460
 NF1460                          SUPERSEDED SURVEY CONTROL
 NF1460
 NF1460  NAD 83(1986)-  42 48 35.41655(N)    084 39 41.53144(W) AD(       ) 2
 NF1460  NAD 27      -  42 48 35.29174(N)    084 39 41.59098(W) AD(       ) 2
 NF1460  NGVD 29 (07/19/86)  259.1    (m)          850.     (f) VERT ANG       
 NF1460
 NF1460.Superseded values are not recommended for survey control.
 NF1460
 NF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1460.See file dsdata.pdf to determine how the superseded data were derived.
 NF1460
 NF1460_MARKER: DD = SURVEY DISK
 NF1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1460
 NF1460  HISTORY     - Date     Condition        Report By
 NF1460  HISTORY     - 1976     MONUMENTED       MIDH
 NF1460
 NF1460                          STATION DESCRIPTION
 NF1460
 NF1460'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1460'THE STATION IS APPROX. 2-1/2 MILES SOUTHEAST OF WACOUSTA, 6 MILES
 NF1460'NORTHEAST OF GRAND LEDGE, 7 MILES SOUTHWEST OF DEWITT, AND 8 MILES
 NF1460'NORTHWEST OF THE CENTER OF LANSING.  IT IS LOCATED IN COUNTY ROAD
 NF1460'RIGHT OF WAY (FRANCIS ROAD) IN THE NW QUARTER OF SECTION 22 T 5 N,
 NF1460'R 3 W.
 NF1460'
 NF1460'TO REACH THE STATION FROM THE INTERCHANGE OF I-96 AND BUSINESS ROUTE
 NF1460'I-96 (GRAND RIVER AVE.) NORTHWEST OF LANSING, GO EASTERLY 0.6 MILE
 NF1460'TO FRANCIS ROAD, TURN LEFT AND GO NORTH ON FRANCIS ROAD 1.9 MILES
 NF1460'TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1460'
 NF1460'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORZONTAL
 NF1460'CONTROL MARK 19010 MDSH AND T SURVEY 1976 AND SET IN TOP OF A 12
 NF1460'INCH CYLINDRICAL CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.
 NF1460'IT IS 36.9 FEET EAST OF THE CENTER OF FRANCIS ROAD, 16.3 FEET
 NF1460'NORTHWEST OF A POWER POLE AND 4.5 FEET WEST OF A METAL WITNESS POST
 NF1460'WITH SIGN.
 NF1460'
 NF1460'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1460'19010 1976 RM 1, IS SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1460'THAT IS FLUSH WITH GROUND.  IT IS 21.5 FEET EAST OF THE CENTER OF
 NF1460'FRANCIS ROAD, 23.8 FEET NORTHWEST OF A POWER POLE, AND 21.8 FEET
 NF1460'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1460'HCM 19010 1976 RM 2 SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1460'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.8 FEET
 NF1460'EAST OF THE CENTER OF FRANCIS ROAD, 32.9 FEET NORTHWEST OF A POWER
 NF1460'POLE, 18.5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'STATION 19012 MIDH IS TO BE USED AS AN AZIMUTH MARK.  THE STATION
 NF1460'IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL MARK 19012
 NF1460'MDSH AND T SURVEY 1976 SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1460'MONUMENT BURIED 18 INCHES BELOW THE GROUND SURFACE.  IT HAS AN
 NF1460'UNDERGROUND MARK WHICH IS A 2 INCH BRASS DISK STAMPED HCM FA ROW
 NF1460'19012 SET IN AN IRREGULAR MASS OF CONCRETE APPROX 66 INCHES BELOW
 NF1460'THE GROUND SURFACE.  IT IS 85.4 FEET NORTH-NORTHWEST OF A
 NF1460'POWER POLE, 19.0 FEET EAST OF THE CENTER OF LOWELL ROAD, AND 60.4
 NF1460'FEET SOUTHEAST OF A WOOD FENCE POST ON THE SOUTH SIDE OF FIELD
 NF1460'ENTRANCE.  IT IS 4.0 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'TO REACH STATION 19012 MIDH FROM THIS STATION, GO NORTH ON FRANCIS
 NF1460'ROAD 0.2 MILES TO CLARK ROAD, TURN RIGHT AND GO EAST ON CLARK ROAD
 NF1460'1.0 MILE TO LOWELL ROAD, TURN RIGHT ON LOWELL ROAD AND GO SOUTH 0.2
 NF1460'MILE TO STATION ON THE LEFT DESCRIBED.
 NF1460'
 NF1460'STATION 19010 MIDH HAS AN UNDERGROUND MARK WHICH IS A 2 INCH DISK
 NF1460'STAMPED HCM FA ROW 19010 SET IN AN IRREGULAR MASS OF CONCRETE
 NF1460'APPROXIMATELY 48 INCHES BELOW THE SURFACE OF THE GROUND.
 NF1460'
 NF1460'NEAREST TOWN--WACOUSTA.
 NF1460'
 NF1460'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1436 ***********************************************************************
 NF1436  DESIGNATION -  19011
 NF1436  PID         -  NF1436
 NF1436  STATE/COUNTY-  MI/CLINTON
 NF1436  COUNTRY     -  US
 NF1436  USGS QUAD   -  LANSING NORTH (2017)
 NF1436
 NF1436                         *CURRENT SURVEY CONTROL
 NF1436  ______________________________________________________________________
 NF1436* NAD 83(1994) POSITION- 42 49 04.28023(N) 084 31 47.88766(W)   ADJUSTED
 NF1436* NAVD 88 ORTHO HEIGHT -   254.7   (meters)      836.    (feet) VERTCON3
 NF1436  ______________________________________________________________________
 NF1436  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 NF1436  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 NF1436  HORZ ORDER      -  SECOND
 NF1436
 NF1436.The horizontal coordinates were established by classical geodetic methods
 NF1436.and adjusted by the National Geodetic Survey in February 1997.
 NF1436
 NF1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1436
 NF1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1436.GEOID18 height accuracy estimate available here.
 NF1436
 NF1436.Click photographs - Photos may exist for this station.
 NF1436
 NF1436.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1436
 NF1436. The following values were computed from the NAD 83(1994) position.
 NF1436
 NF1436;                    North         East     Units Scale Factor Converg.
 NF1436;SPC MI S     -   146,396.788 3,986,646.164   MT  0.99990756   -0 06 40.1
 NF1436;SPC MI S     -   480,304.42 13,079,547.78   iFT  0.99990756   -0 06 40.1
 NF1436;UTM  16      - 4,743,547.549   701,926.702   MT  1.00010165   +1 40 45.7
 NF1436
 NF1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1436!SPC MI S     -   0.99996530  x   0.99990756  =   0.99987286
 NF1436!UTM  16      -   0.99996530  x   1.00010165  =   1.00006695
 NF1436
 NF1436:                Primary Azimuth Mark                     Grid Az
 NF1436:SPC MI S     -  19004                                    116 14 14.9
 NF1436:UTM  16      -  19004                                    114 26 49.1
 NF1436
 NF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0192643547(NAD 83)
 NF1436
 NF1436|---------------------------------------------------------------------|
 NF1436| PID    Reference Object                     Distance      Geod. Az  |
 NF1436|                                                           dddmmss.s |
 NF1436| CG9510 19011 RM 1                            7.046 METERS 08034     |
 NF1436| NF1437 19004                               APPROX. 1.2 KM 1160734.8 |
 NF1436| CG9511 19011 RM 2                            8.072 METERS 26043     |
 NF1436|---------------------------------------------------------------------|
 NF1436
 NF1436                          SUPERSEDED SURVEY CONTROL
 NF1436
 NF1436  NAD 83(1986)-  42 49 04.27902(N)    084 31 47.90658(W) AD(       ) 2
 NF1436  NAD 27      -  42 49 04.15610(N)    084 31 47.98398(W) AD(       ) 2
 NF1436  NGVD 29 (07/19/86)  254.8    (m)          836.     (f) VERT ANG       
 NF1436
 NF1436.Superseded values are not recommended for survey control.
 NF1436
 NF1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1436.See file dsdata.pdf to determine how the superseded data were derived.
 NF1436
 NF1436_MARKER: DD = SURVEY DISK
 NF1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1436
 NF1436  HISTORY     - Date     Condition        Report By
 NF1436  HISTORY     - 1976     MONUMENTED       MIDH
 NF1436
 NF1436                          STATION DESCRIPTION
 NF1436
 NF1436'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1436'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF DEWITT AND 6 MILES
 NF1436'NORTH OF THE CENTER OF LANSING.  IT IS NEAR THE CENTER OF SECTION 15,
 NF1436'T 5 N, R 2 W AND IN THE RIGHT OF WAY OF US-127 FREEWAY.
 NF1436'
 NF1436'TO REACH THE STATION FROM THE INTERCHANGE OF US-127 AND LAKE LANSING
 NF1436'ROAD NORTHEAST OF LANSING, GO NORTH ON US-127 4.4 MILES TO THE
 NF1436'STATION ON THE RIGHT AS DESCRIBED.
 NF1436'
 NF1436'THE STATION IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1436'MARK 19011 MDSH AND T 1976 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 35.2 FEET NORTH
 NF1436'OF THE CENTERLINE OF NORTHBOUND US-127, 82.4 FEET WEST-SOUTHWEST OF
 NF1436'A POWER POLE, 30.6 FEET NORTHEAST OF PAVEMENT STATION STENCIL
 NF1436'AT 1114 + 00, AND 5.0 FEET EAST OF A METAL WITNESS POST WITH
 NF1436'SIGN.
 NF1436'
 NF1436'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1436'HCM 19011 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 39.2 FEET NORTH OF
 NF1436'THE CENTERLINE OF NORTHBOUND US-127, 59.0 FEET WEST OF A
 NF1436'POWER POLE, 65.0 FEET NORTHWEST OF PAVEMENT STATION STENCIL AT
 NF1436'1113+00.
 NF1436'
 NF1436'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1436'19011 1976 RM 2 AND SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1436'WHICH IS SET FLUSH WITH THE GROUND.  IT IS 30.8 FEET NORTH OF
 NF1436'CENTERLINE OF NORTHBOUND US-127, AND 21.1 FEET NORTH-NORTHWEST OF
 NF1436'PAVEMENT STATION STENCIL AT 1114+00.
 NF1436'
 NF1436'STATION 19004 MIDH IS TO BE USED AS AN AZIMUTH MARK.  THE STATION IS
 NF1436'A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL MARK 19004
 NF1436'MDSH AND T SURVEY 1976 SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT HAS AN
 NF1436'UNDERGROUND MARK WHICH IS A 2 INCH BRASS DISK STAMPED HCM FA ROW
 NF1436'19004 SET IN AN IRREGULAR MASS OF CONCRETE APPROX. 48 INCHES BELOW
 NF1436'THE SURFACE OF THE GROUND.  IT IS 24.8 FEET NORTH OF THE CENTER OF
 NF1436'CLARK ROAD, 26.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST, 4.5
 NF1436'FEET EAST-NORTHEAST OF METAL WITNESS POST WITH SIGN, AND 2.5 FEET
 NF1436'NORTH OF THE STEEL BEAM GUARD RAIL.
 NF1436'
 NF1436'TO REACH STATION 19004 MIDH FROM THIS STATION, GO EASTERLY ON
 NF1436'SOUTHBOUND US-127 0.8 MILE TO BRIDGE CARRYING CLARK ROAD OVER
 NF1436'US-127.  STATION IS LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE
 NF1436'AS DESCRIBED.
 NF1436'
 NF1436'STATION 19011 MIDH HAS AN UNDERGROUND MARK WHICH IS A 2 INCH BRASS
 NF1436'DISK STAMPED HCM FA ROW 19011 SET IN AN IRREGULAR MASS OF CONCRETE
 NF1436'APPROXIMATELY 48 INCHES BELOW THE GROUND SURFACE.
 NF1436'
 NF1436'NEAREST TOWN--DEWITT.
 NF1436'
 NF1436'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1461 ***********************************************************************
 NF1461  DESIGNATION -  19012
 NF1461  PID         -  NF1461
 NF1461  STATE/COUNTY-  MI/CLINTON
 NF1461  COUNTRY     -  US
 NF1461  USGS QUAD   -  WACOUSTA (2017)
 NF1461
 NF1461                         *CURRENT SURVEY CONTROL
 NF1461  ______________________________________________________________________
 NF1461* NAD 83(1994) POSITION- 42 48 31.14244(N) 084 38 30.71708(W)   ADJUSTED
 NF1461* NAVD 88 ORTHO HEIGHT -   258.5   (meters)      848.    (feet) VERTCON3
 NF1461  ______________________________________________________________________
 NF1461  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 NF1461  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 NF1461  HORZ ORDER      -  SECOND
 NF1461
 NF1461.The horizontal coordinates were established by classical geodetic methods
 NF1461.and adjusted by the National Geodetic Survey in February 1997.
 NF1461
 NF1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1461
 NF1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1461.GEOID18 height accuracy estimate available here.
 NF1461
 NF1461.Click photographs - Photos may exist for this station.
 NF1461
 NF1461.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1461
 NF1461. The following values were computed from the NAD 83(1994) position.
 NF1461
 NF1461;                    North         East     Units Scale Factor Converg.
 NF1461;SPC MI S     -   145,398.148 3,977,492.600   MT  0.99990776   -0 11 14.2
 NF1461;SPC MI S     -   477,028.04 13,049,516.40   iFT  0.99990776   -0 11 14.2
 NF1461;UTM  16      - 4,742,263.193   692,807.242   MT  1.00005736   +1 36 10.7
 NF1461
 NF1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1461!SPC MI S     -   0.99996473  x   0.99990776  =   0.99987249
 NF1461!UTM  16      -   0.99996473  x   1.00005736  =   1.00002209
 NF1461
 NF1461:                Primary Azimuth Mark                     Grid Az
 NF1461:SPC MI S     -  19010                                    274 53 00.8
 NF1461:UTM  16      -  19010                                    273 05 35.9
 NF1461
 NF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9280742263(NAD 83)
 NF1461
 NF1461|---------------------------------------------------------------------|
 NF1461| PID    Reference Object                     Distance      Geod. Az  |
 NF1461|                                                           dddmmss.s |
 NF1461| CG9512 19012 RM 1                            6.983 METERS 16219     |
 NF1461| CG9513 19012 RM 2                           12.933 METERS 25315     |
 NF1461| NF1460 19010                               APPROX. 1.6 KM 2744146.6 |
 NF1461|---------------------------------------------------------------------|
 NF1461
 NF1461                          SUPERSEDED SURVEY CONTROL
 NF1461
 NF1461  NAD 83(1986)-  42 48 31.14056(N)    084 38 30.73506(W) AD(       ) 2
 NF1461  NAD 27      -  42 48 31.01554(N)    084 38 30.79689(W) AD(       ) 2
 NF1461  NGVD 29 (07/19/86)  258.6    (m)          848.     (f) VERT ANG       
 NF1461
 NF1461.Superseded values are not recommended for survey control.
 NF1461
 NF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1461.See file dsdata.pdf to determine how the superseded data were derived.
 NF1461
 NF1461_MARKER: DD = SURVEY DISK
 NF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1461
 NF1461  HISTORY     - Date     Condition        Report By
 NF1461  HISTORY     - 1976     MONUMENTED       MIDH
 NF1461  HISTORY     - 19960704 GOOD             USPSQD
 NF1461
 NF1461                          STATION DESCRIPTION
 NF1461
 NF1461'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1461'THE STATION IS APPROXIMATELY 4-1/4 MILES SOUTHWEST OF DEWITT AND
 NF1461'3-1/2 MILES SOUTH-SOUTHEAST OF SOUTH RILEY CORNERS.  IT IS NEAR THE
 NF1461'WEST 1/4 CORNER ON THE WEST LINE OF SECTION 23.  T 5 N, R 3 W, THIS
 NF1461'BEING WATERTON TWP. OF CLINTON CO.
 NF1461'
 NF1461'TO REACH THE STATION FROM THE I-96 OVERPASS ON GRAND RIVER AVE., GO
 NF1461'SOUTHEAST ON GRAND RIVER AVE. 0.5 MILES TO FRANCIS RD.  TURN LEFT ON
 NF1461'FRANCIS RD., AND GO NORTH ON FRANCIS RD. 2.15 MILES TO CLARK RD.
 NF1461'TURN RIGHT ON CLARK RD., AND GO EAST ON CLARK RD. 1.15 MILES TO
 NF1461'LOWELL RD.  TURN RIGHT ON LOWELL RD., AND GO SOUTH ON LOWELL RD.
 NF1461'0.35 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1461'
 NF1461'NO AZIMUTH MARK WAS SET BECAUSE 19010 MIDH WAS VISIBLE ON FRANCIS
 NF1461'RD. TO WEST.
 NF1461'
 NF1461'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1461'CONTROL MARK, 19012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1461'CYLINDRICAL CONCRETE MONUMENT THAT IS BURIED ABOUT 18 INCHES BELOW
 NF1461'THE GROUND.  IT IS 85.4 FEET NORTH NORTHWEST OF A POWER POLE, 19.0
 NF1461'FEET EAST OF THE CENTERLINE OF LOWELL RD., 60.4 FEET SOUTHEAST OF
 NF1461'A WOOD FENCE POST ON THE SOUTH SIDE OF A FIELD ENTRANCE AND 4.0 FEET
 NF1461'WEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1461'INCH BRASS DISK STAMPED HCM, FA, ROW, 19012 SET IN THE TOP OF AN
 NF1461'IRREGULAR MASS OF CONCRETE ABOUT 64 INCHES BELOW THE GROUND
 NF1461'SURFACE.
 NF1461'
 NF1461'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1461'HCM, 19012, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1461'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1461'63.5 FEET NORTH OF A POWER POLE, 23.0 FEET EAST OF THE CENTERLINE OF
 NF1461'LOWELL RD., AND 22.0 FEET SOUTH OF A STEEL WITNESS POST.
 NF1461'
 NF1461'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1461'HCM, 19012, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1461'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 24
 NF1461'FEET WEST OF THE CENTERLINE OF LOWELL RD., 53.5 FEET
 NF1461'SOUTH-SOUTHEAST OF A WOOD FENCE POST ON THE SOUTH EDGE OF A FIELD
 NF1461'ENTRANCE, AND 88.6 FEET NORTHWEST OF A POWER POLE.
 NF1461'
 NF1461'NEAREST TOWN--DEWITT.
 NF1461'
 NF1461'HEIGHT OF LIGHT ABOVE STATION MARK 6.94 METERS.
 NF1461
 NF1461                          STATION RECOVERY (1996)
 NF1461
 NF1461'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1345 ***********************************************************************
 NF1345  DESIGNATION -  19013
 NF1345  PID         -  NF1345
 NF1345  STATE/COUNTY-  MI/CLINTON
 NF1345  COUNTRY     -  US
 NF1345  USGS QUAD   -  BATH (2017)
 NF1345
 NF1345                         *CURRENT SURVEY CONTROL
 NF1345  ______________________________________________________________________
 NF1345* NAD 83(1994) POSITION- 42 46 37.75404(N) 084 23 52.79097(W)   ADJUSTED
 NF1345* NAVD 88 ORTHO HEIGHT -   266.993 (meters)      875.96  (feet) ADJUSTED
 NF1345  ______________________________________________________________________
 NF1345  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 NF1345  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 NF1345  DYNAMIC HEIGHT  -        266.922 (meters)      875.73  (feet) COMP
 NF1345  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 NF1345
 NF1345  HORZ ORDER      -  SECOND
 NF1345  VERT ORDER      -  FIRST     CLASS II
 NF1345
 NF1345.The horizontal coordinates were established by classical geodetic methods
 NF1345.and adjusted by the National Geodetic Survey in February 1997.
 NF1345
 NF1345.The orthometric height was determined by differential leveling and
 NF1345.adjusted by the NATIONAL GEODETIC SURVEY
 NF1345.in October 2009.
 NF1345
 NF1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1345.GEOID18 height accuracy estimate available here.
 NF1345
 NF1345.Click photographs - Photos may exist for this station.
 NF1345
 NF1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1345
 NF1345.The dynamic height is computed by dividing the NAVD 88
 NF1345.geopotential number by the normal gravity value computed on the
 NF1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1345.degrees latitude (g = 980.6199 gals.).
 NF1345
 NF1345.The modeled gravity was interpolated from observed gravity values.
 NF1345
 NF1345. The following values were computed from the NAD 83(1994) position.
 NF1345
 NF1345;                    North         East     Units Scale Factor Converg.
 NF1345;SPC MI S     -   141,863.226 3,997,436.275   MT  0.99990864   -0 01 16.8
 NF1345;SPC MI S     -   465,430.53 13,114,948.41   iFT  0.99990864   -0 01 16.8
 NF1345;UTM  16      - 4,739,352.281   712,855.565   MT  1.00015744   +1 46 04.1
 NF1345
 NF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1345!SPC MI S     -   0.99996336  x   0.99990864  =   0.99987200
 NF1345!UTM  16      -   0.99996336  x   1.00015744  =   1.00012079
 NF1345
 NF1345:                Primary Azimuth Mark                     Grid Az
 NF1345:SPC MI S     -  19013 AZ MK                              252 12 59.8
 NF1345:UTM  16      -  19013 AZ MK                              250 25 38.9
 NF1345
 NF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1285539352(NAD 83)
 NF1345
 NF1345|---------------------------------------------------------------------|
 NF1345| PID    Reference Object                     Distance      Geod. Az  |
 NF1345|                                                           dddmmss.s |
 NF1345| CG9515 19013 RM 1                            8.920 METERS 07435     |
 NF1345| CG9514 19013 AZ MK                                        2521143.0 |
 NF1345| CG9516 19013 RM 2                            9.320 METERS 25347     |
 NF1345|---------------------------------------------------------------------|
 NF1345
 NF1345                          SUPERSEDED SURVEY CONTROL
 NF1345
 NF1345  NAD 83(1986)-  42 46 37.75321(N)    084 23 52.81018(W) AD(       ) 2
 NF1345  NAD 27      -  42 46 37.63054(N)    084 23 52.90407(W) AD(       ) 2
 NF1345  NGVD 29 (07/19/86)  267.0    (m)          876.     (f) VERT ANG       
 NF1345
 NF1345.Superseded values are not recommended for survey control.
 NF1345
 NF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1345.See file dsdata.pdf to determine how the superseded data were derived.
 NF1345
 NF1345_MARKER: DD = SURVEY DISK
 NF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1345_STAMPING: 19013
 NF1345_MARK LOGO: MIDT
 NF1345_PROJECTION: FLUSH
 NF1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1345+STABILITY: SURFACE MOTION
 NF1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1345+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 NF1345
 NF1345  HISTORY     - Date     Condition        Report By
 NF1345  HISTORY     - 1976     MONUMENTED       MIDH
 NF1345  HISTORY     - 20040320 GOOD             GEOCAC
 NF1345  HISTORY     - 20080709 GOOD             COLEM
 NF1345
 NF1345                          STATION DESCRIPTION
 NF1345
 NF1345'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1345'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTHEAST OF EAST LANSING
 NF1345'AND 2 MILES NORTH NORTHEAST OF THE VILLAGE OF HASLETT (BOTH STRAIGHT
 NF1345'LINE MEAS.).  IT IS NEAR THE CENTER OF THE WEST HALF OF SECTION 35.
 NF1345'T 5 N, R 1 W, THIS BEING BATH TWP.
 NF1345'
 NF1345'TO REACH THE STATION FROM THE INTERSECTION OF MARSH RD. AND TEMP.
 NF1345'I-69 WHICH IS NORTHWEST OF LAKE LANSING, GO EASTERLY ON TEMP. I-69
 NF1345'0.85 MILES TO THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF
 NF1345'TEMP. I-69 AND UPTON RD. AS DESCRIBED.
 NF1345'
 NF1345'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON TEMP. I-69
 NF1345'0.4 MILES TO THE AZIMUTH MARK ON THE LEFT NEAR THE SOUTH R.O.W. LINE
 NF1345'OF TEMP. I-69.
 NF1345'
 NF1345'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1345'CONTROL MARK, 19013, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1345'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1345'104 FEET EAST OF THE CENTERLINE OF UPTON ROAD, 39.2 FEET NORTH OF
 NF1345'THE CENTERLINE OF WESTBOUND TEMP. I-69, 28 FEET SOUTH-SOUTHWEST OF A
 NF1345'POWER POLE, AND 3.5 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE
 NF1345'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1345'19013 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1345'INCHES BELOW THE GROUND SURFACE.
 NF1345'
 NF1345'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1345'40.5 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 75.5 FEET
 NF1345'SOUTHWEST OF A FENCE CORNER POST, AND 30.0 FEET SOUTHEAST OF A
 NF1345'POWER POLE.
 NF1345'
 NF1345'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1345'38 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 47 FEET
 NF1345'EAST OF A POWER POLE, AND 50.5 FEET SOUTHWEST OF A POWER POLE.
 NF1345'
 NF1345'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET
 NF1345'NORTH OF A 3 STRAND BARB WIRE FENCE, 69 FEET SOUTH OF THE CENTERLINE
 NF1345'OF TEMP. I-69, AND 4.0 FEET EAST NORTHEAST OF A STEEL WITNESS
 NF1345'POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1345'ROW, AZI MARK, 19013 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1345'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1345'
 NF1345'NEAREST TOWN--EAST LANSING.
 NF1345'
 NF1345'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 NF1345
 NF1345                          STATION RECOVERY (2004)
 NF1345
 NF1345'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1345'FOUND IN GOOD CONDITION ALONG WITH REFERENCE MARK 1 AND REFERENCE MARK
 NF1345'2 WHICH WERE ALSO IN GOOD CONDITION.
 NF1345
 NF1345                          STATION RECOVERY (2008)
 NF1345
 NF1345'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1345'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS, THE
 NF1345'STATION IS NOW 125 FT (38.1 M) NORTH OF THE CENTERLINE OF STATE
 NF1345'HIGHWAY 78, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 NF1345'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1355 ***********************************************************************
 NF1355  DESIGNATION -  19014
 NF1355  PID         -  NF1355
 NF1355  STATE/COUNTY-  MI/CLINTON
 NF1355  COUNTRY     -  US
 NF1355  USGS QUAD   -  BATH (2017)
 NF1355
 NF1355                         *CURRENT SURVEY CONTROL
 NF1355  ______________________________________________________________________
 NF1355* NAD 83(1994) POSITION- 42 48 21.25560(N) 084 25 40.85751(W)   ADJUSTED
 NF1355* NAVD 88 ORTHO HEIGHT -   268.1   (meters)      880.    (feet) VERTCON3
 NF1355  ______________________________________________________________________
 NF1355  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 NF1355  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 NF1355  HORZ ORDER      -  SECOND
 NF1355
 NF1355.The horizontal coordinates were established by classical geodetic methods
 NF1355.and adjusted by the National Geodetic Survey in February 1997.
 NF1355
 NF1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1355
 NF1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1355.GEOID18 height accuracy estimate available here.
 NF1355
 NF1355.Click photographs - Photos may exist for this station.
 NF1355
 NF1355.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1355
 NF1355. The following values were computed from the NAD 83(1994) position.
 NF1355
 NF1355;                    North         East     Units Scale Factor Converg.
 NF1355;SPC MI S     -   145,058.131 3,994,982.264   MT  0.99990783   -0 02 30.3
 NF1355;SPC MI S     -   475,912.50 13,106,897.19   iFT  0.99990783   -0 02 30.3
 NF1355;UTM  16      - 4,742,469.746   710,302.356   MT  1.00014414   +1 44 54.0
 NF1355
 NF1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1355!SPC MI S     -   0.99996319  x   0.99990783  =   0.99987102
 NF1355!UTM  16      -   0.99996319  x   1.00014414  =   1.00010732
 NF1355
 NF1355:                Primary Azimuth Mark                     Grid Az
 NF1355:SPC MI S     -  19014 AZ MK                              272 14 10.1
 NF1355:UTM  16      -  19014 AZ MK                              270 26 45.8
 NF1355
 NF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1030242469(NAD 83)
 NF1355
 NF1355|---------------------------------------------------------------------|
 NF1355| PID    Reference Object                     Distance      Geod. Az  |
 NF1355|                                                           dddmmss.s |
 NF1355| CG9518 19014 RM 1                           18.651 METERS 05246     |
 NF1355| NF1356 19014 MIDOT A PT                     21.341 METERS 05915     |
 NF1355| NF1321 LANSING TV STATION WJIM MAST        APPROX.13.7 KM 1620052.6 |
 NF1355| CG9517 19014 AZ MK                                        2721139.8 |
 NF1355| CG9519 19014 RM 2                           16.897 METERS 32237     |
 NF1355|---------------------------------------------------------------------|
 NF1355
 NF1355                          SUPERSEDED SURVEY CONTROL
 NF1355
 NF1355  NAD 83(1986)-  42 48 21.25467(N)    084 25 40.87667(W) AD(       ) 2
 NF1355  NAD 27      -  42 48 21.13277(N)    084 25 40.96727(W) AD(       ) 2
 NF1355  NGVD 29 (07/19/86)  268.2    (m)          880.     (f) VERT ANG       
 NF1355
 NF1355.Superseded values are not recommended for survey control.
 NF1355
 NF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1355.See file dsdata.pdf to determine how the superseded data were derived.
 NF1355
 NF1355_MARKER: DD = SURVEY DISK
 NF1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1355
 NF1355  HISTORY     - Date     Condition        Report By
 NF1355  HISTORY     - 1976     MONUMENTED       MIDH
 NF1355
 NF1355                          STATION DESCRIPTION
 NF1355
 NF1355'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1355'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTH NORTHEAST OF EAST
 NF1355'LANSING AND 4-1/4 MILES NORTH NORTHEAST OF THE VILLAGE OF HASLETT
 NF1355'(BOTH STRAIGHT LINE MEAS).  IT NEAR THE CENTER OF THE EAST HALF OF
 NF1355'SECTION 21.  T 5 N, R 1 W, THIS BEING BATH TWP.
 NF1355'
 NF1355'TO REACH THE STATION FROM THE BATH TWP. HALL AT THE INTERSECTION OF
 NF1355'WEBSTER ROAD AND DRUMHELLER RD., GO EAST ON DRUMHELLER RD. 1.05
 NF1355'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1355'
 NF1355'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON DRUMHELLER RD. 0.25
 NF1355'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1355'
 NF1355'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1355'CONTROL MARK, 19014, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1355'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1355'25.0 FEET NORTHEAST OF A 20 INCH WILD CHERRY, 113.1 FEET SOUTHEAST
 NF1355'OF DRUMHELLER-NICHOLS ROAD SIGN, 47.4 FEET SOUTH SOUTHWEST OF A 11
 NF1355'INCH HICKORY, AND 19.0 FEET SOUTH OF THE CENTERLINE OF
 NF1355'DRUMHELLER ROAD.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1355'STAMPED HCM, FA, ROW, 19014 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1355'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1355'
 NF1355'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'19014, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1355'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 17.0 FEET
 NF1355'NORTH OF THE CENTERLINE OF DRUMHELLER ROAD, AND 6.8 FEET SOUTH OF
 NF1355'A WOVEN WIRE FENCE.
 NF1355'
 NF1355'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'HCM, 19014, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1355'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1355'24.0 FEET NORTH OF THE CENTERLINE OF DRUMHELLER ROAD, 4.0 FEET
 NF1355'SOUTH A WOVEN WIRE FENCE, AND 69 FEET EAST OF NICHOLS RD EXTENDED.
 NF1355'
 NF1355'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'HCM, 19014, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1355'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1355'20.0 FEET NORTH OF THE CENTERLINE OF DRUMHELLER RD., 100 FEET EAST
 NF1355'OF THE EASTLINE OF HOUSE NO. 6540, AND 5.0 FEET EAST OF A STEEL
 NF1355'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1355'STAMPED HCM, FA, AZI MARK, ROW, 19014 SET IN THE TOP OF AN
 NF1355'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1355'SURFACE.
 NF1355'
 NF1355'NEAREST TOWN--EAST LANSING.
 NF1355'
 NF1355'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1347 ***********************************************************************
 NF1347  DESIGNATION -  19015
 NF1347  PID         -  NF1347
 NF1347  STATE/COUNTY-  MI/CLINTON
 NF1347  COUNTRY     -  US
 NF1347  USGS QUAD   -  BATH (2017)
 NF1347
 NF1347                         *CURRENT SURVEY CONTROL
 NF1347  ______________________________________________________________________
 NF1347* NAD 83(1994) POSITION- 42 47 34.27872(N) 084 26 13.96135(W)   ADJUSTED
 NF1347* NAVD 88 ORTHO HEIGHT -   258.1   (meters)      847.    (feet) VERTCON3
 NF1347  ______________________________________________________________________
 NF1347  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 NF1347  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 NF1347  HORZ ORDER      -  SECOND
 NF1347
 NF1347.The horizontal coordinates were established by classical geodetic methods
 NF1347.and adjusted by the National Geodetic Survey in February 1997.
 NF1347
 NF1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1347
 NF1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1347.GEOID18 height accuracy estimate available here.
 NF1347
 NF1347.Click photographs - Photos may exist for this station.
 NF1347
 NF1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1347
 NF1347. The following values were computed from the NAD 83(1994) position.
 NF1347
 NF1347;                    North         East     Units Scale Factor Converg.
 NF1347;SPC MI S     -   143,609.241 3,994,228.952   MT  0.99990817   -0 02 52.8
 NF1347;SPC MI S     -   471,158.93 13,104,425.70   iFT  0.99990817   -0 02 52.8
 NF1347;UTM  16      - 4,740,997.689   709,594.501   MT  1.00014048   +1 44 30.0
 NF1347
 NF1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1347!SPC MI S     -   0.99996476  x   0.99990817  =   0.99987294
 NF1347!UTM  16      -   0.99996476  x   1.00014048  =   1.00010524
 NF1347
 NF1347:                Primary Azimuth Mark                     Grid Az
 NF1347:SPC MI S     -  19015 AZ MK                              083 21 57.0
 NF1347:UTM  16      -  19015 AZ MK                              081 34 34.2
 NF1347
 NF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0959440997(NAD 83)
 NF1347
 NF1347|---------------------------------------------------------------------|
 NF1347| PID    Reference Object                     Distance      Geod. Az  |
 NF1347|                                                           dddmmss.s |
 NF1347| CG9520 19015 AZ MK                                        0831904.2 |
 NF1347| NF1348 19015 RM 1                            5.715 METERS 12052     |
 NF1347| CG9522 19015 RM 2                            5.422 METERS 21848     |
 NF1347|---------------------------------------------------------------------|
 NF1347
 NF1347                          SUPERSEDED SURVEY CONTROL
 NF1347
 NF1347  NAD 83(1986)-  42 47 34.27778(N)    084 26 13.98048(W) AD(       ) 2
 NF1347  NAD 27      -  42 47 34.15545(N)    084 26 14.06988(W) AD(       ) 2
 NF1347  NGVD 29 (07/19/86)  258.2    (m)          847.     (f) VERT ANG       
 NF1347
 NF1347.Superseded values are not recommended for survey control.
 NF1347
 NF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1347.See file dsdata.pdf to determine how the superseded data were derived.
 NF1347
 NF1347_MARKER: DD = SURVEY DISK
 NF1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1347
 NF1347  HISTORY     - Date     Condition        Report By
 NF1347  HISTORY     - 1976     MONUMENTED       MIDH
 NF1347
 NF1347                          STATION DESCRIPTION
 NF1347
 NF1347'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1347'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTH-NORTHEAST OF EAST
 NF1347'LANSING AND 3-1/2 MILES NORTHWEST OF THE VILLAGE OF HASLETT (BOTH
 NF1347'STRAIGHT LINE MEAS.).  IT IS NEAR THE NORTH EDGE OF PARK LAKE AND
 NF1347'NEAR THE CENTER OF THE WEST HALF OF SECTION 28.  T 5 N, R 1 W, THIS
 NF1347'BEING BATH TWP OF CLINTON COUNTY.
 NF1347'
 NF1347'TO REACH THE STATION FROM THE BATH TWP. HALL AT THE INTERSECTION
 NF1347'OF DRUMHELLER ROAD AND WEBSTER RD., GO SOUTH ON WEBSTER RD. 1 MILE
 NF1347'TO C.L. 511.  FOLLOW THE CURVE TO THE LEFT ON C.L. 511 AND GO 0.4
 NF1347'MILES EASTERLY TO THE STATION ON THE RIGHT.
 NF1347'
 NF1347'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON CL 511
 NF1347'0.35 MILES TO NICHOLS RD.  TURN LEFT AND GO NORDC0000 APPROXIMATELY
 NF1347'200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1347'
 NF1347'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1347'CONTROL MARK, 19015, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1347'CYLINDRICAL CONCRETE MONUMENT THAT IS BURIED 8 INCHES BELOW THE
 NF1347'GROUND.  IT IS 22 FEET SOUTH OF THE CENTERLINE OF WEBSTER ROAD,
 NF1347'21 FEET EAST-NORTHEAST OF A POWER POLE, 87.6 FEET SOUTH-SOUTHEAST
 NF1347'OF THE SOUTHEAST CORNER OF A HOUSE FOUNDATION, AND 3.5 FEET
 NF1347'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1347'BRASS DISK STAMPED HCM, FA, ROW, 19015 SET IN THE TOP OF AN
 NF1347'IRREGULAR CONCRETE MASS ABOUT 55 INCHES BELOW THE GROUND SURFACE.
 NF1347'
 NF1347'19015, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1347'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 38.3 FEET
 NF1347'SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 33.5 FEET SOUTHEAST OF A
 NF1347'POWERPOLE, AND 35 FEET WEST-NORTHWEST OF A CORNER FENCEPOST.
 NF1347'
 NF1347'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSHA AND T,
 NF1347'HCM, 19015, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1347'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1347'31.0 FEET SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 6.5 FEET
 NF1347'SOUTHEAST OF A POWER POLE, AND 61.5 FEET SOUTHWEST OF A CORNER
 NF1347'FENCE POST.
 NF1347'
 NF1347'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK THAT IS STAMPED
 NF1347'MDSH AND T, HCM, 19015, 1976, AZI MARK SET IN THE TOP OF A 12 INCH
 NF1347'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1347'14.0 FEET NORTH-NORTHWEST OF A POWER POLE, 23.0 FEET EAST OF THE
 NF1347'CENTERLINE OF NICHOLS RD., 4.0 FEET NORTHWEST OF A STEEL WITNESS
 NF1347'POST, AND 11.0 FEET SOUTHEAST OF A 12 INCH METAL PIPE (EAST END).
 NF1347'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1347'AZI MARK, ROW, 19015 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1347'CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1347'
 NF1347'NEAREST TOWN--EAST LANSING.
 NF1347'
 NF1347'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1348 ***********************************************************************
 NF1348  DESIGNATION -  19015 RM 1
 NF1348  PID         -  NF1348
 NF1348  STATE/COUNTY-  MI/CLINTON
 NF1348  COUNTRY     -  US
 NF1348  USGS QUAD   -  BATH (2017)
 NF1348
 NF1348                         *CURRENT SURVEY CONTROL
 NF1348  ______________________________________________________________________
 NF1348* NAD 83(1994) POSITION- 42 47 34.18369(N) 084 26 13.74553(W)   ADJUSTED
 NF1348* NAVD 88 ORTHO HEIGHT -   258.264 (meters)      847.32  (feet) ADJUSTED
 NF1348  ______________________________________________________________________
 NF1348  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 NF1348  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 NF1348  DYNAMIC HEIGHT  -        258.197 (meters)      847.10  (feet) COMP
 NF1348  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 NF1348
 NF1348  HORZ ORDER      -  SECOND
 NF1348  VERT ORDER      -  FIRST     CLASS II
 NF1348
 NF1348.The horizontal coordinates were established by classical geodetic methods
 NF1348.and adjusted by the National Geodetic Survey in February 1997.
 NF1348
 NF1348.The orthometric height was determined by differential leveling and
 NF1348.adjusted by the NATIONAL GEODETIC SURVEY
 NF1348.in October 2009.
 NF1348
 NF1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1348.GEOID18 height accuracy estimate available here.
 NF1348
 NF1348.Click photographs - Photos may exist for this station.
 NF1348
 NF1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1348
 NF1348.The dynamic height is computed by dividing the NAVD 88
 NF1348.geopotential number by the normal gravity value computed on the
 NF1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1348.degrees latitude (g = 980.6199 gals.).
 NF1348
 NF1348.The modeled gravity was interpolated from observed gravity values.
 NF1348
 NF1348. The following values were computed from the NAD 83(1994) position.
 NF1348
 NF1348;                    North         East     Units Scale Factor Converg.
 NF1348;SPC MI S     -   143,606.305 3,994,233.854   MT  0.99990817   -0 02 52.7
 NF1348;SPC MI S     -   471,149.29 13,104,441.78   iFT  0.99990817   -0 02 52.7
 NF1348;UTM  16      - 4,740,994.907   709,599.493   MT  1.00014051   +1 44 30.1
 NF1348
 NF1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1348!SPC MI S     -   0.99996473  x   0.99990817  =   0.99987290
 NF1348!UTM  16      -   0.99996473  x   1.00014051  =   1.00010524
 NF1348
 NF1348:                Primary Azimuth Mark                     Grid Az
 NF1348:SPC MI S     -  WHITE                                    179 23 06.9
 NF1348:UTM  16      -  WHITE                                    177 35 44.1
 NF1348
 NF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0959940994(NAD 83)
 NF1348
 NF1348|---------------------------------------------------------------------|
 NF1348| PID    Reference Object                     Distance      Geod. Az  |
 NF1348|                                                           dddmmss.s |
 NF1348| NF1354 WHITE                               APPROX. 2.6 KM 1792014.2 |
 NF1348| NF1347 19015                                 5.715 METERS 30052     |
 NF1348|---------------------------------------------------------------------|
 NF1348
 NF1348                          SUPERSEDED SURVEY CONTROL
 NF1348
 NF1348  NAD 83(1986)-  42 47 34.18274(N)    084 26 13.76466(W) AD(       ) 2
 NF1348  NAD 27      -  42 47 34.06041(N)    084 26 13.85408(W) AD(       ) 2
 NF1348  NGVD 29 (07/19/86)  258.4    (m)          848.     (f) VERT ANG       
 NF1348
 NF1348.Superseded values are not recommended for survey control.
 NF1348
 NF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1348.See file dsdata.pdf to determine how the superseded data were derived.
 NF1348
 NF1348_MARKER: DD = SURVEY DISK
 NF1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1348_STAMPING: 19015 RM 1 1976
 NF1348_MARK LOGO: NONE
 NF1348_PROJECTION: FLUSH
 NF1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1348+STABILITY: SURFACE MOTION
 NF1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1348+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 NF1348
 NF1348  HISTORY     - Date     Condition        Report By
 NF1348  HISTORY     - 1976     MONUMENTED       MIDH
 NF1348  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1348  HISTORY     - 20040410 GOOD             GEOCAC
 NF1348  HISTORY     - 20080408 GOOD             COLEM
 NF1348
 NF1348                          STATION DESCRIPTION
 NF1348
 NF1348'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1348'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1348'19015, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1348'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 38.3 FEET
 NF1348'SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 33.5 FEET SOUTHEAST OF A
 NF1348'POWER POLE AND 35 FEET WEST-NORTHWEST OF A CORNER FENCEPOST.
 NF1348
 NF1348                          STATION RECOVERY (1996)
 NF1348
 NF1348'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1348'MARK NOT FOUND.
 NF1348
 NF1348                          STATION RECOVERY (2004)
 NF1348
 NF1348'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1348'THIS MARK IS RIGHT WHERE IT SHOULD BE. IT IS CURRENTLY BEHIND A FENCE
 NF1348'NEAR PARK LAKE. THE MARK IS STILL ABOVE GROUND AND HAS A FEW SCRATCHES
 NF1348'ON IT.
 NF1348
 NF1348                          STATION RECOVERY (2008)
 NF1348
 NF1348'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1348'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 NF1348'STATION IS LOCATED IN THE PAVED DRIVEWAY FOR A RESTAURANT, AND 10 FT
 NF1348'(3.0 M) NORTH OF THE NORTHERN MOST WOOD POST FOR KATHY'S PIER DELIGHT'
 NF1348'SIGN.  THE ROAD AND POWER POLE WITNESSES ARE STILL GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1352 ***********************************************************************
 NF1352  DESIGNATION -  19016
 NF1352  PID         -  NF1352
 NF1352  STATE/COUNTY-  MI/CLINTON
 NF1352  COUNTRY     -  US
 NF1352  USGS QUAD   -  BATH (2017)
 NF1352
 NF1352                         *CURRENT SURVEY CONTROL
 NF1352  ______________________________________________________________________
 NF1352* NAD 83(1994) POSITION- 42 46 42.28975(N) 084 23 28.67818(W)   ADJUSTED
 NF1352* NAVD 88 ORTHO HEIGHT -   267.0   (meters)      876.    (feet) VERTCON3
 NF1352  ______________________________________________________________________
 NF1352  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 NF1352  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 NF1352  HORZ ORDER      -  SECOND
 NF1352
 NF1352.The horizontal coordinates were established by classical geodetic methods
 NF1352.and adjusted by the National Geodetic Survey in February 1997.
 NF1352
 NF1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1352
 NF1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1352.GEOID18 height accuracy estimate available here.
 NF1352
 NF1352.Click photographs - Photos may exist for this station.
 NF1352
 NF1352.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1352
 NF1352. The following values were computed from the NAD 83(1994) position.
 NF1352
 NF1352;                    North         East     Units Scale Factor Converg.
 NF1352;SPC MI S     -   142,002.993 3,997,984.397   MT  0.99990860   -0 01 00.3
 NF1352;SPC MI S     -   465,889.08 13,116,746.71   iFT  0.99990860   -0 01 00.3
 NF1352;UTM  16      - 4,739,509.133   713,399.192   MT  1.00016029   +1 46 20.7
 NF1352
 NF1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1352!SPC MI S     -   0.99996336  x   0.99990860  =   0.99987197
 NF1352!UTM  16      -   0.99996336  x   1.00016029  =   1.00012365
 NF1352
 NF1352:                Primary Azimuth Mark                     Grid Az
 NF1352:SPC MI S     -  19013                                    255 41 41.2
 NF1352:UTM  16      -  19013                                    253 54 20.2
 NF1352
 NF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1339939509(NAD 83)
 NF1352
 NF1352|---------------------------------------------------------------------|
 NF1352| PID    Reference Object                     Distance      Geod. Az  |
 NF1352|                                                           dddmmss.s |
 NF1352| CG9523 19016 RM 1                            8.519 METERS 06218     |
 NF1352| CG9524 19016 RM 2                            7.900 METERS 24021     |
 NF1352| NF1345 19013                               APPROX. 0.6 KM 2554040.9 |
 NF1352|---------------------------------------------------------------------|
 NF1352
 NF1352                          SUPERSEDED SURVEY CONTROL
 NF1352
 NF1352  NAD 83(1986)-  42 46 42.28894(N)    084 23 28.69751(W) AD(       ) 2
 NF1352  NAD 27      -  42 46 42.16631(N)    084 23 28.79237(W) AD(       ) 2
 NF1352  NGVD 29 (07/19/86)  267.1    (m)          876.     (f) VERT ANG       
 NF1352
 NF1352.Superseded values are not recommended for survey control.
 NF1352
 NF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1352.See file dsdata.pdf to determine how the superseded data were derived.
 NF1352
 NF1352_MARKER: DD = SURVEY DISK
 NF1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1352
 NF1352  HISTORY     - Date     Condition        Report By
 NF1352  HISTORY     - 1976     MONUMENTED       MIDH
 NF1352  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1352
 NF1352                          STATION DESCRIPTION
 NF1352
 NF1352'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1352'THE STATION MARK IS APPROXIMATELY 5-3/4 MILES NORTHEAST OF EAST
 NF1352'LANSING, 2-1/4 MILES NORTH-NORTHEAST OF THE VILLAGE OF HASLETT, AND
 NF1352'8 MILES SOUTH-SOUTHEAST OF LAINGSBURG (ALL STRAIGHT LINE MEAS.).  IT
 NF1352'IS IN THE SOUTHERN PART OF THE NORTHEAST QUADRANT OF SECTION 35.
 NF1352'T 5 N, R 1 W, THIS BEING BATH TWP., CLINTON CO.
 NF1352'
 NF1352'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE
 NF1352'ON TEMP I-69, GO WESTERLY ON TEMP. I-69 1.75 MILES TO THE STATION ON
 NF1352'THE LEFT NEAR THE SOUTHERLY R.O.W. FENCE OF TEMP. I-69 AS
 NF1352'DESCRIBED.
 NF1352'
 NF1352'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1352'AND STATION 19013 MIDH AND STATION 19017 MIDH COULD BE SIGHTED.
 NF1352'
 NF1352'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1352'CONTROL MARK, 19016, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1352'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NF1352'IT IS 128 FEET WEST OF A POWER POLE, 68 FEET SOUTH OF THE
 NF1352'CENTERLINE OF EASTBOUND TEMP. I-69, AND 5.0 FEET NORTH OF A
 NF1352'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1352'STAMPED HCM, FA, ROW, 19016 SET IN THE TOP OF AN IRREGULAR MASS
 NF1352'OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1352'
 NF1352'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1352'HCM, 19016, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1352'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1352'100 FEET WEST OF A POWER POLE AND 67 FEET SOUTH OF THE CENTERLINE OF
 NF1352'EASTBOUND TEMP. I-69.
 NF1352'
 NF1352'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1352'HCM, 19016, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1352'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1352'106 FEET EAST OF A POWER POLE AND 69 FEET SOUTH OF THE CENTERLINE OF
 NF1352'TEMP. I-69 EASTBOUND.
 NF1352'
 NF1352'NEAREST TOWN--EAST LANSING.
 NF1352'
 NF1352'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1352
 NF1352                          STATION RECOVERY (1996)
 NF1352
 NF1352'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1353 ***********************************************************************
 NF1353  DESIGNATION -  19017
 NF1353  PID         -  NF1353
 NF1353  STATE/COUNTY-  MI/CLINTON
 NF1353  COUNTRY     -  US
 NF1353  USGS QUAD   -  BATH (2017)
 NF1353
 NF1353                         *CURRENT SURVEY CONTROL
 NF1353  ______________________________________________________________________
 NF1353* NAD 83(1994) POSITION- 42 47 04.37484(N) 084 22 51.44632(W)   ADJUSTED
 NF1353* NAVD 88 ORTHO HEIGHT -   269.8   (meters)      885.    (feet) VERTCON3
 NF1353  ______________________________________________________________________
 NF1353  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 NF1353  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 NF1353  HORZ ORDER      -  SECOND
 NF1353
 NF1353.The horizontal coordinates were established by classical geodetic methods
 NF1353.and adjusted by the National Geodetic Survey in February 1997.
 NF1353
 NF1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1353
 NF1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1353.GEOID18 height accuracy estimate available here.
 NF1353
 NF1353.Click photographs - Photos may exist for this station.
 NF1353
 NF1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1353
 NF1353. The following values were computed from the NAD 83(1994) position.
 NF1353
 NF1353;                    North         East     Units Scale Factor Converg.
 NF1353;SPC MI S     -   142,684.235 3,998,830.771   MT  0.99990841   -0 00 35.0
 NF1353;SPC MI S     -   468,124.13 13,119,523.53   iFT  0.99990841   -0 00 35.0
 NF1353;UTM  16      - 4,740,216.649   714,224.092   MT  1.00016463   +1 46 46.7
 NF1353
 NF1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1353!SPC MI S     -   0.99996292  x   0.99990841  =   0.99987133
 NF1353!UTM  16      -   0.99996292  x   1.00016463  =   1.00012754
 NF1353
 NF1353:                Primary Azimuth Mark                     Grid Az
 NF1353:SPC MI S     -  19016                                    231 10 10.5
 NF1353:UTM  16      -  19016                                    229 22 48.8
 NF1353
 NF1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1422440216(NAD 83)
 NF1353
 NF1353|---------------------------------------------------------------------|
 NF1353| PID    Reference Object                     Distance      Geod. Az  |
 NF1353|                                                           dddmmss.s |
 NF1353| CG9525 19017 RM 1                            8.031 METERS 05434     |
 NF1353| CG9526 19017 RM 2                            8.260 METERS 12752     |
 NF1353| NF1352 19016                               APPROX. 1.1 KM 2310935.5 |
 NF1353|---------------------------------------------------------------------|
 NF1353
 NF1353                          SUPERSEDED SURVEY CONTROL
 NF1353
 NF1353  NAD 83(1986)-  42 47 04.37404(N)    084 22 51.46578(W) AD(       ) 2
 NF1353  NAD 27      -  42 47 04.25162(N)    084 22 51.56206(W) AD(       ) 2
 NF1353  NGVD 29 (07/19/86)  269.9    (m)          885.     (f) VERT ANG       
 NF1353
 NF1353.Superseded values are not recommended for survey control.
 NF1353
 NF1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1353.See file dsdata.pdf to determine how the superseded data were derived.
 NF1353
 NF1353_MARKER: DD = SURVEY DISK
 NF1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1353+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 NF1353
 NF1353  HISTORY     - Date     Condition        Report By
 NF1353  HISTORY     - 1976     MONUMENTED       MIDH
 NF1353  HISTORY     - 19960712 GOOD             USPSQD
 NF1353  HISTORY     - 20040410 GOOD             GEOCAC
 NF1353
 NF1353                          STATION DESCRIPTION
 NF1353
 NF1353'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1353'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTHEAST OF EAST LANSING
 NF1353'AND 3 MILES NORTH-NORTHEAST OF THE VILLAGE OF HASLETT (BOTH STRAIGHT
 NF1353'LINE MEAS.).  IT IS NEAR THE CENTER OF THE SOUTH LINE OF THE
 NF1353'SOUTHWEST QUADRANT OF SECTION 25.  T 5 N, R 1 W.
 NF1353'
 NF1353'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE ON
 NF1353'TEMP. I-69 GO WESTERLY ON TEMP. I-69 1.15 MILES TO THE STATION ON
 NF1353'THE LEFT IN THE NORTHEAST QUADRANT OF TEMP. I-69 AND STATE RD. AS
 NF1353'DESCRIBED.
 NF1353'
 NF1353'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1353'AND STATION 19016 MIDH AND STATION 76004 MIDH COULD BE SIGHTED.
 NF1353'
 NF1353'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1353'CONTROL MARK, MDSH AND T, 19017, 1976 SET IN THE TOP OF A 12 INCH
 NF1353'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1353'43.5 FEET SOUTHEAST OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 38
 NF1353'FEET NORTHEAST OF THE CENTERLINE OF STATE RD., 83 FEET WEST-NORTHWEST
 NF1353'OF THE SOUTH END OF A FENCE, AND 5.5 FEET NORTH OF A STEEL WITNESS
 NF1353'POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM,
 NF1353'FA, ROW, 19017 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1353'ABOUT 44 INCHES BELOW THE GROUND.
 NF1353'
 NF1353'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1353'HCM, 19017, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1353'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1353'46 FEET SOUTHEAST OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 53
 NF1353'FEET NORTHEAST OF THE CENTERLINE OF STATE RD., AND 74 FEET
 NF1353'EAST-NORTHEAST OF THE NORTH END OF A FENCE.
 NF1353'
 NF1353'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1353'HCM, 19017, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1353'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1353'22 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD, 61 FEET
 NF1353'WEST-NORTHWEST OF THE SOUTH END OF A FENCE, AND 69.5 FEET SOUTHEAST
 NF1353'OF THE CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1353'
 NF1353'NEAREST TOWN--EAST LANSING.
 NF1353'
 NF1353'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 NF1353
 NF1353                          STATION RECOVERY (1996)
 NF1353
 NF1353'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1353'RECOVERED IN GOOD CONDITION.
 NF1353
 NF1353                          STATION RECOVERY (2004)
 NF1353
 NF1353'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1353'THE MARK WAS FOUND PARTIALLY BURIED, BUT STILL IN GOOD SHAPE. HAD
 NF1353'RECENTLY BEEN RAN OVER. THERE IS NO LONGER A WITNESS POST.THE MARK WAS
 NF1353'FOUND PARTIALLY BURIED, BUT STILL IN GOOD SHAPE. HAD RECENTLY BEEN RAN
 NF1353'OVER. THERE IS NO WITNESS POST.
 NF1353'REFERENCE MARK 1 IS IN GOOD SHAPE AND CAN BE FOUND AT N42  47.075' W84
 NF1353'22.852'. IT IS AT THE BASE OF A WITNESS POST WITHOUT A SIGN.
 NF1353'REFERENCE MARK 2 LOOKS LIKE IT HAS BEEN MOVED OR HIT. IT IS STICKING
 NF1353'OUT OF THE GROUND AND IS ALMOST LAYING ON ITS SIDE PARALLEL TO STATE
 NF1353'RD. IT CAN BE FOUND AT N42  47.070' W84  22.853'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0230 ***********************************************************************
 NF0230  DESIGNATION -  191 1/2
 NF0230  PID         -  NF0230
 NF0230  STATE/COUNTY-  MI/EATON
 NF0230  COUNTRY     -  US
 NF0230  USGS QUAD   -  OLIVET (2017)
 NF0230
 NF0230                         *CURRENT SURVEY CONTROL
 NF0230  ______________________________________________________________________
 NF0230* NAD 83(1986) POSITION- 42 27 21.     (N) 084 58 58.     (W)   SCALED
 NF0230* NAVD 88 ORTHO HEIGHT -   265.572 (meters)      871.30  (feet) ADJUSTED
 NF0230  ______________________________________________________________________
 NF0230  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 NF0230  DYNAMIC HEIGHT  -        265.486 (meters)      871.02  (feet) COMP
 NF0230  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 NF0230
 NF0230  VERT ORDER      -  SECOND    CLASS 0
 NF0230
 NF0230.The horizontal coordinates were scaled from a map and have
 NF0230.an estimated accuracy of +/- 6 seconds.
 NF0230
 NF0230.The orthometric height was determined by differential leveling and
 NF0230.adjusted by the NATIONAL GEODETIC SURVEY
 NF0230.in June 1991.
 NF0230
 NF0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0230.GEOID18 height accuracy estimate available here.
 NF0230
 NF0230.Click photographs - Photos may exist for this station.
 NF0230
 NF0230.The dynamic height is computed by dividing the NAVD 88
 NF0230.geopotential number by the normal gravity value computed on the
 NF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0230.degrees latitude (g = 980.6199 gals.).
 NF0230
 NF0230.The modeled gravity was interpolated from observed gravity values.
 NF0230
 NF0230;                    North         East    Units  Estimated Accuracy
 NF0230;SPC MI S     -   106,360.    3,949,320.      MT  (+/- 180 meters Scaled)
 NF0230
 NF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN658023(NAD 83)
 NF0230
 NF0230                          SUPERSEDED SURVEY CONTROL
 NF0230
 NF0230  NGVD 29 (??/??/92)  265.693  (m)          871.69   (f) ADJ UNCH    2 0
 NF0230
 NF0230.Superseded values are not recommended for survey control.
 NF0230
 NF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0230.See file dsdata.pdf to determine how the superseded data were derived.
 NF0230
 NF0230_MARKER: B = BOLT
 NF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0230_STAMPING: 191-1/2
 NF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0230+STABILITY: SURFACE MOTION
 NF0230
 NF0230  HISTORY     - Date     Condition        Report By
 NF0230  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0230  HISTORY     - 1934     GOOD             CGS
 NF0230  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0230  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0230
 NF0230                          STATION DESCRIPTION
 NF0230
 NF0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0230'2.8 MI SW FROM OLIVET.
 NF0230'2.8 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0230'FROM THE STATION AT OLIVET, EATON COUNTY, 0.5 MILE NORTHEAST
 NF0230'OF MILEPOST C 191, 195 YARDS NORTHEAST OF SEMAPHORE 191.3,
 NF0230'28.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 NF0230'TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NF0230'BOLT, STAMPED 191-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0230
 NF0230                          STATION RECOVERY (1976)
 NF0230
 NF0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0230'MARK NOT FOUND.
 NF0230
 NF0230                          STATION RECOVERY (2001)
 NF0230
 NF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0230'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5128 ***********************************************************************
 DL5128  DESIGNATION -  19600
 DL5128  PID         -  DL5128
 DL5128  STATE/COUNTY-  MI/CLINTON
 DL5128  COUNTRY     -  US
 DL5128  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL5128
 DL5128                         *CURRENT SURVEY CONTROL
 DL5128  ______________________________________________________________________
 DL5128* NAD 83(1986) POSITION- 42 58 19.6    (N) 084 32 33.0    (W)   HD_HELD2
 DL5128* NAVD 88 ORTHO HEIGHT -   226.928 (meters)      744.51  (feet) ADJUSTED
 DL5128  ______________________________________________________________________
 DL5128  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 DL5128  DYNAMIC HEIGHT  -        226.876 (meters)      744.34  (feet) COMP
 DL5128  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DL5128
 DL5128  VERT ORDER      -  FIRST     CLASS II
 DL5128
 DL5128.The horizontal coordinates were established by autonomous hand held GPS
 DL5128.observations and have an estimated accuracy of +/- 10 meters.
 DL5128
 DL5128.The orthometric height was determined by differential leveling and
 DL5128.adjusted by the NATIONAL GEODETIC SURVEY
 DL5128.in October 2009.
 DL5128
 DL5128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5128.GEOID18 height accuracy estimate available here.
 DL5128
 DL5128.Click photographs - Photos may exist for this station.
 DL5128
 DL5128.The dynamic height is computed by dividing the NAVD 88
 DL5128.geopotential number by the normal gravity value computed on the
 DL5128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5128.degrees latitude (g = 980.6199 gals.).
 DL5128
 DL5128.The modeled gravity was interpolated from observed gravity values.
 DL5128
 DL5128;                    North         East    Units  Estimated Accuracy
 DL5128;SPC MI S     -   163,534.    3,985,657.      MT  (+/- 10 meters HH2 GPS)
 DL5128
 DL5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0040160648(NAD 83)
 DL5128
 DL5128                          SUPERSEDED SURVEY CONTROL
 DL5128
 DL5128.No superseded survey control is available for this station.
 DL5128
 DL5128_MARKER: DD = SURVEY DISK
 DL5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5128_STAMPING: 19600 2007 HT MOD
 DL5128_MARK LOGO: MIDT
 DL5128_PROJECTION: FLUSH
 DL5128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5128+STABILITY: SURFACE MOTION
 DL5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5128+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DL5128
 DL5128  HISTORY     - Date     Condition        Report By
 DL5128  HISTORY     - 20071113 MONUMENTED       MIDT
 DL5128
 DL5128                          STATION DESCRIPTION
 DL5128
 DL5128'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5128'THE STATION IS LOCATED IN ST JOHNS, CLINTON COUNTY MI, BINGHAM
 DL5128'TOWNSHIP ABOUT 9 MI (14.5 KM) SOUTHWEST OF OVID, 9 MI (14.5 KM) SOUTH
 DL5128'OF EUREKA, 10 MI (16.1 KM) EAST OF FOWLER.
 DL5128'
 DL5128'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 127 WITH M-21
 DL5128'GO WEST ON M-21 FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF M-21 WITH
 DL5128'BUSINESS HIGHWAY 127, TURN LEFT ON BUSINESS HIGHWAY 127 AND GO SOUTH
 DL5128'FOR 2.1 MI (3.4 KM) TO THE INTERSECTION OF BUSINESS HIGHWAY 127 WITH
 DL5128'PARKS ROAD AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 DL5128'INTERSECTION.
 DL5128'
 DL5128'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5128'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5128'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5128'
 DL5128'THE STATION IS 93.6 FT (28.5 M) NORTHWEST OF A LIGHT POLE, 40.3 FT
 DL5128'(12.3 M) SOUTHWEST OF A SANITARY MANHOLE, 30.6 FT (9.3 M) SOUTHWEST OF
 DL5128'A POWER POLE 8.6 FT (2.6 M) EAST OF THE EAST EDGE OF PAVEMENT OF
 DL5128'BUSINESS HIGHWAY 127, 3.7 FT (1.1 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5129 ***********************************************************************
 DL5129  DESIGNATION -  19601
 DL5129  PID         -  DL5129
 DL5129  STATE/COUNTY-  MI/CLINTON
 DL5129  COUNTRY     -  US
 DL5129  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL5129
 DL5129                         *CURRENT SURVEY CONTROL
 DL5129  ______________________________________________________________________
 DL5129* NAD 83(1986) POSITION- 42 58 20.5    (N) 084 32 43.7    (W)   HD_HELD2
 DL5129* NAVD 88 ORTHO HEIGHT -   227.311 (meters)      745.77  (feet) ADJUSTED
 DL5129  ______________________________________________________________________
 DL5129  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 DL5129  DYNAMIC HEIGHT  -        227.258 (meters)      745.60  (feet) COMP
 DL5129  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DL5129
 DL5129  VERT ORDER      -  FIRST     CLASS II
 DL5129
 DL5129.The horizontal coordinates were established by autonomous hand held GPS
 DL5129.observations and have an estimated accuracy of +/- 10 meters.
 DL5129
 DL5129.The orthometric height was determined by differential leveling and
 DL5129.adjusted by the NATIONAL GEODETIC SURVEY
 DL5129.in October 2009.
 DL5129
 DL5129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5129.GEOID18 height accuracy estimate available here.
 DL5129
 DL5129.Click photographs - Photos may exist for this station.
 DL5129
 DL5129.The dynamic height is computed by dividing the NAVD 88
 DL5129.geopotential number by the normal gravity value computed on the
 DL5129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5129.degrees latitude (g = 980.6199 gals.).
 DL5129
 DL5129.The modeled gravity was interpolated from observed gravity values.
 DL5129
 DL5129;                    North         East    Units  Estimated Accuracy
 DL5129;SPC MI S     -   163,562.    3,985,415.      MT  (+/- 10 meters HH2 GPS)
 DL5129
 DL5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0015860668(NAD 83)
 DL5129
 DL5129                          SUPERSEDED SURVEY CONTROL
 DL5129
 DL5129.No superseded survey control is available for this station.
 DL5129
 DL5129_MARKER: DD = SURVEY DISK
 DL5129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5129_STAMPING: 19601 2007 HT MOD
 DL5129_MARK LOGO: MIDT
 DL5129_PROJECTION: FLUSH
 DL5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5129+STABILITY: SURFACE MOTION
 DL5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5129+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DL5129
 DL5129  HISTORY     - Date     Condition        Report By
 DL5129  HISTORY     - 20071113 MONUMENTED       MIDT
 DL5129
 DL5129                          STATION DESCRIPTION
 DL5129
 DL5129'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5129'THE STATION IS LOCATED IN ST JOHNS, CLINTON COUNTY MI, BINGHAM
 DL5129'TOWNSHIP ABOUT 9 MI (14.5 KM) SOUTHWEST OF OVID, 9 MI (14.5 KM) SOUTH
 DL5129'OF EUREKA, 10 MI (16.1 KM) EAST OF FOWLER.
 DL5129'
 DL5129'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 127 WITH M-21
 DL5129'GO WEST ON M-21 FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF M-21 WITH
 DL5129'BUSINESS HIGHWAY 127, TURN LEFT ON BUSINESS HIGHWAY 127 AND GO SOUTH
 DL5129'FOR 2.1 MI (3.4 KM) TO THE INTERSECTION OF BUSINESS HIGHWAY 127 WITH
 DL5129'PARKS ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5129'INTERSECTION.
 DL5129'
 DL5129'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5129'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5129'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5129'
 DL5129'THE STATION IS 124.3 FT (37.9 M) SOUTHEAST OF A 40 INCH (102 CM)
 DL5129'COTTONWOOD TREE, 46.1 FT (14.1 M) NORTH OF THE CENTERLINE OF PARKS
 DL5129'ROAD, 33.4 FT (10.2 M) NORTHEAST OF A TELEPHONE PEDESTAL, 6.7 FT (2.0
 DL5129'M) NORTHWEST OF THE BACK OF CURB OF BUSINESS HIGHWAY 127.
 DL5129'
 DL5129'NOTE-- NO WITNESS POST AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5130 ***********************************************************************
 DL5130  DESIGNATION -  19602
 DL5130  PID         -  DL5130
 DL5130  STATE/COUNTY-  MI/CLINTON
 DL5130  COUNTRY     -  US
 DL5130  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL5130
 DL5130                         *CURRENT SURVEY CONTROL
 DL5130  ______________________________________________________________________
 DL5130* NAD 83(1986) POSITION- 42 59 18.9    (N) 084 32 34.3    (W)   HD_HELD2
 DL5130* NAVD 88 ORTHO HEIGHT -   230.635 (meters)      756.68  (feet) ADJUSTED
 DL5130  ______________________________________________________________________
 DL5130  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 DL5130  DYNAMIC HEIGHT  -        230.583 (meters)      756.50  (feet) COMP
 DL5130  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 DL5130
 DL5130  VERT ORDER      -  FIRST     CLASS II
 DL5130
 DL5130.The horizontal coordinates were established by autonomous hand held GPS
 DL5130.observations and have an estimated accuracy of +/- 10 meters.
 DL5130
 DL5130.The orthometric height was determined by differential leveling and
 DL5130.adjusted by the NATIONAL GEODETIC SURVEY
 DL5130.in October 2009.
 DL5130
 DL5130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5130.GEOID18 height accuracy estimate available here.
 DL5130
 DL5130.Click photographs - Photos may exist for this station.
 DL5130
 DL5130.The dynamic height is computed by dividing the NAVD 88
 DL5130.geopotential number by the normal gravity value computed on the
 DL5130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5130.degrees latitude (g = 980.6199 gals.).
 DL5130
 DL5130.The modeled gravity was interpolated from observed gravity values.
 DL5130
 DL5130;                    North         East    Units  Estimated Accuracy
 DL5130;SPC MI S     -   165,363.    3,985,632.      MT  (+/- 10 meters HH2 GPS)
 DL5130
 DL5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0031862476(NAD 83)
 DL5130
 DL5130                          SUPERSEDED SURVEY CONTROL
 DL5130
 DL5130.No superseded survey control is available for this station.
 DL5130
 DL5130_MARKER: DD = SURVEY DISK
 DL5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5130_STAMPING: 19602 2007 HT MOD
 DL5130_MARK LOGO: MIDT
 DL5130_PROJECTION: FLUSH
 DL5130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5130+STABILITY: SURFACE MOTION
 DL5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5130+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DL5130
 DL5130  HISTORY     - Date     Condition        Report By
 DL5130  HISTORY     - 20071113 MONUMENTED       MIDT
 DL5130
 DL5130                          STATION DESCRIPTION
 DL5130
 DL5130'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5130'THE STATION IS LOCATED IN ST JOHNS, CLINTON COUNTY MI, BINGHAM
 DL5130'TOWNSHIP ABOUT 9 MI (14.5 KM) SOUTHWEST OF OVID, 8 MI (12.9 KM) SOUTH
 DL5130'OF EUREKA, 10 MI (16.1 KM) EAST OF FOWLER.
 DL5130'
 DL5130'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 127 WITH M-21
 DL5130'GO WEST ON M-21 FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF M-21 WITH
 DL5130'SCOTT ROAD, TURN LEFT ON SCOTT ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DL5130'TO THE STATION ON THE RIGHT.
 DL5130'
 DL5130'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5130'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5130'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5130'
 DL5130'THE STATION IS 123.2 FT (37.6 M) NORTH OF 20 INCH (51 CM) MAPLE TREE,
 DL5130'61.1 FT (18.6 M) SOUTHWEST OF A POWER POLE, 54.0 FT (16.5 M) NORTHWEST
 DL5130'OF A 22 INCH (56 CM) MAPLE TREE, 8.0 FT (2.4 M) EAST OF THE BACK OF
 DL5130'CURB FOR BUSINESS HIGHWAY 127, 3.1 FT (0.9 M) WEST OF A CARSONITE
 DL5130'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4849 ***********************************************************************
 DL4849  DESIGNATION -  19605
 DL4849  PID         -  DL4849
 DL4849  STATE/COUNTY-  MI/CLINTON
 DL4849  COUNTRY     -  US
 DL4849  USGS QUAD   -  LANSING NORTH (2017)
 DL4849
 DL4849                         *CURRENT SURVEY CONTROL
 DL4849  ______________________________________________________________________
 DL4849* NAD 83(1986) POSITION- 42 50 30.99   (N) 084 31 09.51   (W)   HD_HELD1
 DL4849* NAVD 88 ORTHO HEIGHT -   265.826 (meters)      872.13  (feet) ADJUSTED
 DL4849  ______________________________________________________________________
 DL4849  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 DL4849  DYNAMIC HEIGHT  -        265.758 (meters)      871.91  (feet) COMP
 DL4849  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 DL4849
 DL4849  VERT ORDER      -  FIRST     CLASS II
 DL4849
 DL4849.The horizontal coordinates were determined by differentially corrected
 DL4849.hand held GPS observations or other comparable positioning techniques
 DL4849.and have an estimated accuracy of +/- 3 meters.
 DL4849
 DL4849.The orthometric height was determined by differential leveling and
 DL4849.adjusted by the NATIONAL GEODETIC SURVEY
 DL4849.in October 2009.
 DL4849
 DL4849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4849.GEOID18 height accuracy estimate available here.
 DL4849
 DL4849.Click photographs - Photos may exist for this station.
 DL4849
 DL4849.The dynamic height is computed by dividing the NAVD 88
 DL4849.geopotential number by the normal gravity value computed on the
 DL4849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4849.degrees latitude (g = 980.6199 gals.).
 DL4849
 DL4849.The modeled gravity was interpolated from observed gravity values.
 DL4849
 DL4849;                    North         East    Units  Estimated Accuracy
 DL4849;SPC MI S     -   149,070.6   3,987,522.8     MT  (+/- 3 meters HH1 GPS) 
 DL4849
 DL4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0271946247(NAD 83)
 DL4849
 DL4849                          SUPERSEDED SURVEY CONTROL
 DL4849
 DL4849.No superseded survey control is available for this station.
 DL4849
 DL4849_MARKER: DD = SURVEY DISK
 DL4849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4849_SP_SET: BRIDGE ABUTMENT
 DL4849_STAMPING: 19605 2008
 DL4849_MARK LOGO: MIDT
 DL4849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4849+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2020
 DL4849
 DL4849  HISTORY     - Date     Condition        Report By
 DL4849  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4849  HISTORY     - 20200308 GOOD             APSC
 DL4849
 DL4849                          STATION DESCRIPTION
 DL4849
 DL4849'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4849'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF EAST
 DL4849'LANSING, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF PRICE AND 3.9 MI (6.3 KM)
 DL4849'WEST-NORTHWEST OF BATH.
 DL4849'
 DL4849'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND US
 DL4849'HIGHWAY 27B WITH US HIGHWAY 127B, LOCATED APPROXIMATELY 6.0 MI (9.7
 DL4849'KM) NORTH OF THE CITY OF LANSING, MI, GO NORTH ON BUSINESS 127 FOR 1.7
 DL4849'MI (2.7 KM) TO HOWE ROAD, TURN RIGHT AND GO EAST ON HOWE ROAD FOR 1.2
 DL4849'MI (1.9 KM) TO BRIDGE --B02 OF 19033-- OVER US HIGHWAY 127 AND THE
 DL4849'STATION ON THE RIGHT.
 DL4849'
 DL4849'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4849'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE WEST ABUTMENT.
 DL4849'
 DL4849'THE STATION IS 5 FT (1.5 M) SOUTH OF EDGE OF CURB OF HOWE ROAD, AND 4
 DL4849'FT (1.2 M) SOUTH OF BRIDGE PARAPET.
 DL4849
 DL4849                          STATION RECOVERY (2020)
 DL4849
 DL4849'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL4849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4850 ***********************************************************************
 DL4850  DESIGNATION -  19606
 DL4850  PID         -  DL4850
 DL4850  STATE/COUNTY-  MI/CLINTON
 DL4850  COUNTRY     -  US
 DL4850  USGS QUAD   -  LANSING NORTH (2017)
 DL4850
 DL4850                         *CURRENT SURVEY CONTROL
 DL4850  ______________________________________________________________________
 DL4850* NAD 83(2011) POSITION- 42 51 24.72787(N) 084 31 19.57555(W)   ADJUSTED
 DL4850* NAD 83(2011) ELLIP HT-   222.731 (meters)        (06/27/12)   ADJUSTED
 DL4850* NAD 83(2011) EPOCH   -  2010.00
 DL4850* NAVD 88 ORTHO HEIGHT -   256.054 (meters)      840.07  (feet) ADJUSTED
 DL4850  ______________________________________________________________________
 DL4850  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 DL4850  NAD 83(2011) X  -    447,042.143 (meters)                     COMP
 DL4850  NAD 83(2011) Y  - -4,661,559.709 (meters)                     COMP
 DL4850  NAD 83(2011) Z  -  4,316,010.736 (meters)                     COMP
 DL4850  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 DL4850  DYNAMIC HEIGHT  -        255.989 (meters)      839.86  (feet) COMP
 DL4850  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 DL4850
 DL4850  VERT ORDER      -  FIRST     CLASS II
 DL4850
 DL4850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4850  Standards:
 DL4850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4850  -------------------------------------------------------------------
 DL4850  NETWORK    0.26   0.39           0.12   0.08   0.20     -0.09322887
 DL4850  -------------------------------------------------------------------
 DL4850  Click here for local accuracies and other accuracy information.
 DL4850
 DL4850.The horizontal coordinates were established by GPS observations
 DL4850.and adjusted by the National Geodetic Survey in June 2012.
 DL4850
 DL4850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4850.been affixed to the stable North American tectonic plate. See 
 DL4850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4850
 DL4850.The horizontal coordinates are valid at the epoch date displayed above
 DL4850.which is a decimal equivalence of Year/Month/Day.
 DL4850
 DL4850.The orthometric height was determined by differential leveling and
 DL4850.adjusted by the NATIONAL GEODETIC SURVEY
 DL4850.in October 2009.
 DL4850
 DL4850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4850.GEOID18 height accuracy estimate available here.
 DL4850
 DL4850.Click photographs - Photos may exist for this station.
 DL4850
 DL4850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4850
 DL4850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4850
 DL4850.The ellipsoidal height was determined by GPS observations
 DL4850.and is referenced to NAD 83.
 DL4850
 DL4850.The dynamic height is computed by dividing the NAVD 88
 DL4850.geopotential number by the normal gravity value computed on the
 DL4850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4850.degrees latitude (g = 980.6199 gals.).
 DL4850
 DL4850.The modeled gravity was interpolated from observed gravity values.
 DL4850
 DL4850. The following values were computed from the NAD 83(2011) position.
 DL4850
 DL4850;                    North         East     Units Scale Factor Converg.
 DL4850;SPC MI S     -   150,729.125 3,987,297.272   MT  0.99990700   -0 06 20.8
 DL4850;SPC MI S     -   494,518.13 13,081,683.96   iFT  0.99990700   -0 06 20.8
 DL4850;UTM  16      - 4,747,898.971   702,442.182   MT  1.00010421   +1 41 09.5
 DL4850
 DL4850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4850!SPC MI S     -   0.99996507  x   0.99990700  =   0.99987207
 DL4850!UTM  16      -   0.99996507  x   1.00010421  =   1.00006928
 DL4850
 DL4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0244247898(NAD 83)
 DL4850
 DL4850                          SUPERSEDED SURVEY CONTROL
 DL4850
 DL4850  NAD 83(2007)-  42 51 24.72809(N)    084 31 19.57607(W) AD(2002.00) B
 DL4850  ELLIP H (10/23/09)  222.749  (m)                       GP(2002.00) 3 1
 DL4850
 DL4850.Superseded values are not recommended for survey control.
 DL4850
 DL4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4850.See file dsdata.pdf to determine how the superseded data were derived.
 DL4850
 DL4850_MARKER: DD = SURVEY DISK
 DL4850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4850_STAMPING: 19606 2008
 DL4850_MARK LOGO: MIDT
 DL4850_PROJECTION: FLUSH
 DL4850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4850+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2020
 DL4850
 DL4850  HISTORY     - Date     Condition        Report By
 DL4850  HISTORY     - 20080425 MONUMENTED       COLEM
 DL4850  HISTORY     - 20110612 GOOD             GEODES
 DL4850  HISTORY     - 20130826 GOOD             GEODES
 DL4850  HISTORY     - 20180113 GOOD             APSC
 DL4850  HISTORY     - 20200308 GOOD             APSC
 DL4850  HISTORY     - 20200527 GOOD             MIDT
 DL4850
 DL4850                          STATION DESCRIPTION
 DL4850
 DL4850'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4850'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF EAST
 DL4850'LANSING, 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF PRICE AND 4.6 MI (7.4 KM)
 DL4850'NORTHWEST OF BATH.
 DL4850'
 DL4850'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH ROUND
 DL4850'LAKE ROAD, LOCATED APPROXIMATELY 2.75 MI (4.4 KM) NORTHEAST OF THE
 DL4850'CITY OF DEWITT, MI, GO WEST ON ROUND LAKE FOR 0.1 MI (0.2 KM) TO THE
 DL4850'STATION ON THE RIGHT.
 DL4850'
 DL4850'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4850'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4850'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4850'
 DL4850'THE STATION IS 150 FT (45.7 M) WEST OF US 127 OFF-RAMP, 103 FT (31.4
 DL4850'M) NORTH OF EDGE OF PAVEMENT OF ROUND LAKE ROAD, 43.5 FT (13.3 M)
 DL4850'NORTHEAST OF THE CORNER POST OF A RIGHT-OF-WAY FENCE, 5 FT (1.5 M)
 DL4850'SOUTH OF A RIGHT-OF-WAY FENCE, AND 6.6 FT (2.0 M) EAST OF AN ORANGE
 DL4850'CARSONITE WITNESS POST.
 DL4850
 DL4850                          STATION RECOVERY (2011)
 DL4850
 DL4850'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2011 (GMB)
 DL4850'RECOVERED IN GOOD CONDITION.
 DL4850
 DL4850                          STATION RECOVERY (2013)
 DL4850
 DL4850'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2013 (GMB)
 DL4850'RECOVERED IN GOOD CONDITION.
 DL4850
 DL4850                          STATION RECOVERY (2018)
 DL4850
 DL4850'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DL4850'RECOVERED IN GOOD CONDITION.
 DL4850
 DL4850                          STATION RECOVERY (2020)
 DL4850
 DL4850'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL4850'RECOVERED IN GOOD CONDITION.
 DL4850
 DL4850                          STATION RECOVERY (2020)
 DL4850
 DL4850'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4850'STATION LOCATED 6.6 FT (2.0 M) EAST OF ORANGE CARSONITE WITNESS POST
 DL4850'ATTACHED TO RIGHT-OF-WAY FENCE, 41 FT (12.5 M) SOUTH WEST OF A TREE
 DL4850'ALONG THE RIGHT-OF-WAY FENCE AND 64.5 FT (19.7 M) NORTHEAST OF THE
 DL4850'CORNER POST OF RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4851 ***********************************************************************
 DL4851  DESIGNATION -  19607
 DL4851  PID         -  DL4851
 DL4851  STATE/COUNTY-  MI/CLINTON
 DL4851  COUNTRY     -  US
 DL4851  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL4851
 DL4851                         *CURRENT SURVEY CONTROL
 DL4851  ______________________________________________________________________
 DL4851* NAD 83(1986) POSITION- 42 52 58.20   (N) 084 31 23.04   (W)   HD_HELD1
 DL4851* NAVD 88 ORTHO HEIGHT -   249.239 (meters)      817.71  (feet) ADJUSTED
 DL4851  ______________________________________________________________________
 DL4851  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 DL4851  DYNAMIC HEIGHT  -        249.177 (meters)      817.51  (feet) COMP
 DL4851  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 DL4851
 DL4851  VERT ORDER      -  FIRST     CLASS II
 DL4851
 DL4851.The horizontal coordinates were determined by differentially corrected
 DL4851.hand held GPS observations or other comparable positioning techniques
 DL4851.and have an estimated accuracy of +/- 3 meters.
 DL4851
 DL4851.The orthometric height was determined by differential leveling and
 DL4851.adjusted by the NATIONAL GEODETIC SURVEY
 DL4851.in October 2009.
 DL4851
 DL4851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4851.GEOID18 height accuracy estimate available here.
 DL4851
 DL4851.Click photographs - Photos may exist for this station.
 DL4851
 DL4851.The dynamic height is computed by dividing the NAVD 88
 DL4851.geopotential number by the normal gravity value computed on the
 DL4851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4851.degrees latitude (g = 980.6199 gals.).
 DL4851
 DL4851.The modeled gravity was interpolated from observed gravity values.
 DL4851
 DL4851;                    North         East    Units  Estimated Accuracy
 DL4851;SPC MI S     -   153,613.4   3,987,224.0     MT  (+/- 3 meters HH1 GPS) 
 DL4851
 DL4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0227850780(NAD 83)
 DL4851
 DL4851                          SUPERSEDED SURVEY CONTROL
 DL4851
 DL4851.No superseded survey control is available for this station.
 DL4851
 DL4851_MARKER: DD = SURVEY DISK
 DL4851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4851_STAMPING: 9607 2008
 DL4851_MARK LOGO: MIDT
 DL4851_PROJECTION: FLUSH
 DL4851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4851+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 DL4851
 DL4851  HISTORY     - Date     Condition        Report By
 DL4851  HISTORY     - 20080425 MONUMENTED       COLEM
 DL4851
 DL4851                          STATION DESCRIPTION
 DL4851
 DL4851'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4851'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF RILEY,
 DL4851'5.8 MI (9.3 KM) NORTHWEST OF BATH AND 3.8 MI (6.1 KM) SOUTH-SOUTHWEST
 DL4851'OF PRICE.
 DL4851'
 DL4851'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH ROUND
 DL4851'LAKE ROAD, LOCATED APPROXIMATELY 2.75 MI (4.4 KM) NORTHEAST OF THE
 DL4851'CITY OF DEWITT, MI, GO WEST ON ROUND LAKE FOR 0.2 MI (0.3 KM) TO WOOD
 DL4851'ROAD ON THE LEFT AND WILLIAMS ROAD ON THE RIGHT, TURN RIGHT AND GO
 DL4851'NORTH ON WILLIAMS ROAD FOR 1.0 MI (1.6 KM) TO CHADWICK ROAD, CONTINUE
 DL4851'NORTH ON WILLIAMS ROAD FOR 0.85 MI (1.4 KM) TO THE STATION ON THE
 DL4851'LEFT.
 DL4851'
 DL4851'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4851'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4851'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4851'
 DL4851'THE STATION IS 300 FT (91.4 M) SOUTH OF DRIVEWAY OPENING --9160--,
 DL4851'10.5 FT (3.2 M) WEST OF EDGE OF GRAVEL OF WILLIAMS ROAD, AND3.3 FT
 DL4851'EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4852 ***********************************************************************
 DL4852  DESIGNATION -  19608
 DL4852  PID         -  DL4852
 DL4852  STATE/COUNTY-  MI/CLINTON
 DL4852  COUNTRY     -  US
 DL4852  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL4852
 DL4852                         *CURRENT SURVEY CONTROL
 DL4852  ______________________________________________________________________
 DL4852* NAD 83(2011) POSITION- 42 54 12.80228(N) 084 31 32.37012(W)   ADJUSTED
 DL4852* NAD 83(2011) ELLIP HT-   218.437 (meters)        (06/27/12)   ADJUSTED
 DL4852* NAD 83(2011) EPOCH   -  2010.00
 DL4852* NAVD 88 ORTHO HEIGHT -   251.678 (meters)      825.71  (feet) ADJUSTED
 DL4852  ______________________________________________________________________
 DL4852  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 DL4852  NAD 83(2011) X  -    446,415.984 (meters)                     COMP
 DL4852  NAD 83(2011) Y  - -4,658,071.016 (meters)                     COMP
 DL4852  NAD 83(2011) Z  -  4,319,808.509 (meters)                     COMP
 DL4852  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 DL4852  DYNAMIC HEIGHT  -        251.617 (meters)      825.51  (feet) COMP
 DL4852  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 DL4852
 DL4852  VERT ORDER      -  FIRST     CLASS II
 DL4852
 DL4852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4852  Standards:
 DL4852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4852  -------------------------------------------------------------------
 DL4852  NETWORK    0.26   0.41           0.12   0.08   0.21     -0.10180309
 DL4852  -------------------------------------------------------------------
 DL4852  Click here for local accuracies and other accuracy information.
 DL4852
 DL4852.The horizontal coordinates were established by GPS observations
 DL4852.and adjusted by the National Geodetic Survey in June 2012.
 DL4852
 DL4852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4852.been affixed to the stable North American tectonic plate. See 
 DL4852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4852
 DL4852.The horizontal coordinates are valid at the epoch date displayed above
 DL4852.which is a decimal equivalence of Year/Month/Day.
 DL4852
 DL4852.The orthometric height was determined by differential leveling and
 DL4852.adjusted by the NATIONAL GEODETIC SURVEY
 DL4852.in October 2009.
 DL4852
 DL4852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4852.GEOID18 height accuracy estimate available here.
 DL4852
 DL4852.Click photographs - Photos may exist for this station.
 DL4852
 DL4852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4852
 DL4852.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4852
 DL4852.The ellipsoidal height was determined by GPS observations
 DL4852.and is referenced to NAD 83.
 DL4852
 DL4852.The dynamic height is computed by dividing the NAVD 88
 DL4852.geopotential number by the normal gravity value computed on the
 DL4852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4852.degrees latitude (g = 980.6199 gals.).
 DL4852
 DL4852.The modeled gravity was interpolated from observed gravity values.
 DL4852
 DL4852. The following values were computed from the NAD 83(2011) position.
 DL4852
 DL4852;                    North         East     Units Scale Factor Converg.
 DL4852;SPC MI S     -   155,915.690 3,987,016.621   MT  0.99990693   -0 06 29.5
 DL4852;SPC MI S     -   511,534.42 13,080,763.19   iFT  0.99990693   -0 06 29.5
 DL4852;UTM  16      - 4,753,075.235   701,999.348   MT  1.00010201   +1 41 06.1
 DL4852
 DL4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4852!SPC MI S     -   0.99996574  x   0.99990693  =   0.99987268
 DL4852!UTM  16      -   0.99996574  x   1.00010201  =   1.00006775
 DL4852
 DL4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0199953075(NAD 83)
 DL4852
 DL4852                          SUPERSEDED SURVEY CONTROL
 DL4852
 DL4852  NAD 83(2007)-  42 54 12.80248(N)    084 31 32.37064(W) AD(2002.00) B
 DL4852  ELLIP H (10/23/09)  218.456  (m)                       GP(2002.00) 3 1
 DL4852
 DL4852.Superseded values are not recommended for survey control.
 DL4852
 DL4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4852.See file dsdata.pdf to determine how the superseded data were derived.
 DL4852
 DL4852_MARKER: DD = SURVEY DISK
 DL4852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4852_STAMPING: 19608 2008
 DL4852_MARK LOGO: MIDT
 DL4852_PROJECTION: FLUSH
 DL4852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4852+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DL4852
 DL4852  HISTORY     - Date     Condition        Report By
 DL4852  HISTORY     - 20080425 MONUMENTED       COLEM
 DL4852  HISTORY     - 20140426 GOOD             C2AE
 DL4852  HISTORY     - 20200308 GOOD             APSC
 DL4852  HISTORY     - 20200529 GOOD             MIDT
 DL4852  HISTORY     - 20210519 GOOD             MIDT
 DL4852  HISTORY     - 20251015 GOOD             ROWESE
 DL4852
 DL4852                          STATION DESCRIPTION
 DL4852
 DL4852'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4852'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF BATH,
 DL4852'6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF SAINT JOHNS AND 2.8 MI (4.5 KM)
 DL4852'SOUTHWEST OF PRICE.
 DL4852'
 DL4852'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH CR 462
 DL4852'(PRICE ROAD), LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE CITY OF
 DL4852'SAINT JOHNS, MICHIGAN, GO SOUTH ON OLD HIGHWAY 127 FOR 1.7 MI (2.7 KM)
 DL4852'TO PRATT ROAD, TURN LEFT AND GO EAST ON PRATT ROAD FOR 0.9 MI (1.4 KM)
 DL4852'TO THE STATION ON THE RIGHT.
 DL4852'
 DL4852'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4852'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4852'CONCRETE POST, SET TO A DEPTH OF 6 FT (1.8 M)
 DL4852'
 DL4852'THE STATION IS 62 FT (18.9 M) WEST OF A POST FOR A --STOP-- SIGN, 7 FT
 DL4852'(2.1 M) SOUTH OF EDGE OF GRAVEL OF PRATT ROAD, AND 3.3 FT (1.0 M)
 DL4852'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4852
 DL4852                          STATION RECOVERY (2014)
 DL4852
 DL4852'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4852'RECOVERED AS DESCRIBED.
 DL4852
 DL4852                          STATION RECOVERY (2020)
 DL4852
 DL4852'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL4852'RECOVERED IN GOOD CONDITION.
 DL4852
 DL4852                          STATION RECOVERY (2020)
 DL4852
 DL4852'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4852'STATION LOCATED 5.3 FT (1.6 M) FROM SOUTH EDGE OF PRATT ROAD, 67 FT
 DL4852'(20.4 M) WEST OF A STOP SIGN AND 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL4852'CARSONITE WITNESS POST.
 DL4852
 DL4852                          STATION RECOVERY (2021)
 DL4852
 DL4852'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 DL4852'RECOVERED IN GOOD CONDITION.
 DL4852
 DL4852                          STATION RECOVERY (2025)
 DL4852
 DL4852'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2025 (GS)
 DL4852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4853 ***********************************************************************
 DL4853  DESIGNATION -  19609
 DL4853  PID         -  DL4853
 DL4853  STATE/COUNTY-  MI/CLINTON
 DL4853  COUNTRY     -  US
 DL4853  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL4853
 DL4853                         *CURRENT SURVEY CONTROL
 DL4853  ______________________________________________________________________
 DL4853* NAD 83(2011) POSITION- 42 55 06.65005(N) 084 32 34.97447(W)   ADJUSTED
 DL4853* NAD 83(2011) ELLIP HT-   205.609 (meters)        (06/27/12)   ADJUSTED
 DL4853* NAD 83(2011) EPOCH   -  2010.00
 DL4853* NAVD 88 ORTHO HEIGHT -   238.845 (meters)      783.61  (feet) ADJUSTED
 DL4853  ______________________________________________________________________
 DL4853  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 DL4853  NAD 83(2011) X  -    444,893.684 (meters)                     COMP
 DL4853  NAD 83(2011) Y  - -4,657,070.667 (meters)                     COMP
 DL4853  NAD 83(2011) Z  -  4,321,016.840 (meters)                     COMP
 DL4853  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 DL4853  DYNAMIC HEIGHT  -        238.788 (meters)      783.42  (feet) COMP
 DL4853  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 DL4853
 DL4853  VERT ORDER      -  FIRST     CLASS II
 DL4853
 DL4853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4853  Standards:
 DL4853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4853  -------------------------------------------------------------------
 DL4853  NETWORK    0.26   0.41           0.12   0.08   0.21     -0.09542792
 DL4853  -------------------------------------------------------------------
 DL4853  Click here for local accuracies and other accuracy information.
 DL4853
 DL4853.The horizontal coordinates were established by GPS observations
 DL4853.and adjusted by the National Geodetic Survey in June 2012.
 DL4853
 DL4853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4853.been affixed to the stable North American tectonic plate. See 
 DL4853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4853
 DL4853.The horizontal coordinates are valid at the epoch date displayed above
 DL4853.which is a decimal equivalence of Year/Month/Day.
 DL4853
 DL4853.The orthometric height was determined by differential leveling and
 DL4853.adjusted by the NATIONAL GEODETIC SURVEY
 DL4853.in October 2009.
 DL4853
 DL4853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4853.GEOID18 height accuracy estimate available here.
 DL4853
 DL4853.Click photographs - Photos may exist for this station.
 DL4853
 DL4853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4853
 DL4853.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4853
 DL4853.The ellipsoidal height was determined by GPS observations
 DL4853.and is referenced to NAD 83.
 DL4853
 DL4853.The dynamic height is computed by dividing the NAVD 88
 DL4853.geopotential number by the normal gravity value computed on the
 DL4853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4853.degrees latitude (g = 980.6199 gals.).
 DL4853
 DL4853.The modeled gravity was interpolated from observed gravity values.
 DL4853
 DL4853. The following values were computed from the NAD 83(2011) position.
 DL4853
 DL4853;                    North         East     Units Scale Factor Converg.
 DL4853;SPC MI S     -   157,580.028 3,985,600.016   MT  0.99990705   -0 07 12.1
 DL4853;SPC MI S     -   516,994.84 13,076,115.54   iFT  0.99990705   -0 07 12.1
 DL4853;UTM  16      - 4,754,694.733   700,531.068   MT  1.00009473   +1 40 25.1
 DL4853
 DL4853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4853!SPC MI S     -   0.99996776  x   0.99990705  =   0.99987481
 DL4853!UTM  16      -   0.99996776  x   1.00009473  =   1.00006248
 DL4853
 DL4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0053154694(NAD 83)
 DL4853
 DL4853                          SUPERSEDED SURVEY CONTROL
 DL4853
 DL4853  NAD 83(2007)-  42 55 06.65024(N)    084 32 34.97499(W) AD(2002.00) B
 DL4853  ELLIP H (10/23/09)  205.627  (m)                       GP(2002.00) 3 1
 DL4853
 DL4853.Superseded values are not recommended for survey control.
 DL4853
 DL4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4853.See file dsdata.pdf to determine how the superseded data were derived.
 DL4853
 DL4853_MARKER: DD = SURVEY DISK
 DL4853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4853_STAMPING: 19609 2008
 DL4853_MARK LOGO: MIDT
 DL4853_PROJECTION: FLUSH
 DL4853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4853+STABILITY: SURFACE MOTION
 DL4853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4853+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DL4853
 DL4853  HISTORY     - Date     Condition        Report By
 DL4853  HISTORY     - 20080425 MONUMENTED       COLEM
 DL4853  HISTORY     - 20140426 GOOD             C2AE
 DL4853  HISTORY     - 20200308 GOOD             APSC
 DL4853  HISTORY     - 20200602 GOOD             MIDT
 DL4853  HISTORY     - 20210524 GOOD             MIDT
 DL4853  HISTORY     - 20240528 GOOD             MIDT
 DL4853  HISTORY     - 20251015 GOOD             ROWESE
 DL4853
 DL4853                          STATION DESCRIPTION
 DL4853
 DL4853'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4853'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF RILEY, 5.8 MI
 DL4853'(9.3 KM) SOUTH OF SAINT JOHNS AND 3.1 MI (5.0 KM) WEST-SOUTHWEST OF
 DL4853'PRICE.
 DL4853'
 DL4853'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH CR 462
 DL4853'(PRICE ROAD), LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE CITY OF
 DL4853'SAINT JOHNS, MI, GO SOUTH ON OLD HIGHWAY 127 FOR 0.7 MI (1.1 KM) TO
 DL4853'THE STATION ON THE RIGHT.
 DL4853'
 DL4853'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4853'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4853'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4853'
 DL4853'THE STATION IS 52 FT (15.8 M) SOUTH OF DRIVEWAY OPENING --6740--, 8.5
 DL4853'FT (2.6 M) WEST OF EDGE OF PAVEMENT OF OLD HIGHWAY 127, AND 3.3 FT
 DL4853'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4853
 DL4853                          STATION RECOVERY (2014)
 DL4853
 DL4853'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4853'RECOVERED AS DESCRIBED.
 DL4853
 DL4853                          STATION RECOVERY (2020)
 DL4853
 DL4853'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL4853'RECOVERED IN GOOD CONDITION.
 DL4853
 DL4853                          STATION RECOVERY (2020)
 DL4853
 DL4853'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CH)
 DL4853'THE MARK IS LOCATED 46 FT (14.0 M) SOUTH OF DRIVEWAY OPENING 6740, 6.5
 DL4853'FT (2.0 M) WEST OF EDGE OF PAVEMENT OF OLD HIGHWAY 127 AND 3.3 FT (1.0
 DL4853'M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4853
 DL4853                          STATION RECOVERY (2021)
 DL4853
 DL4853'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL4853'MARK RECOVERED AS DESCRIBED.  LOCATED BETWEEN TWO DRIVEWAYS.
 DL4853
 DL4853                          STATION RECOVERY (2024)
 DL4853
 DL4853'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4853'FOUND AS DESCRIBED.  FADED ORANGE PILL IS NEAR BY.
 DL4853
 DL4853                          STATION RECOVERY (2025)
 DL4853
 DL4853'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2025 (GS)
 DL4853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4854 ***********************************************************************
 DL4854  DESIGNATION -  19610
 DL4854  PID         -  DL4854
 DL4854  STATE/COUNTY-  MI/CLINTON
 DL4854  COUNTRY     -  US
 DL4854  USGS QUAD   -  SAINT JOHNS SOUTH (2017)
 DL4854
 DL4854                         *CURRENT SURVEY CONTROL
 DL4854  ______________________________________________________________________
 DL4854* NAD 83(1986) POSITION- 42 56 34.39   (N) 084 32 31.54   (W)   HD_HELD1
 DL4854* NAVD 88 ORTHO HEIGHT -   233.813 (meters)      767.10  (feet) ADJUSTED
 DL4854  ______________________________________________________________________
 DL4854  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 DL4854  DYNAMIC HEIGHT  -        233.757 (meters)      766.92  (feet) COMP
 DL4854  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 DL4854
 DL4854  VERT ORDER      -  FIRST     CLASS II
 DL4854
 DL4854.The horizontal coordinates were determined by differentially corrected
 DL4854.hand held GPS observations or other comparable positioning techniques
 DL4854.and have an estimated accuracy of +/- 3 meters.
 DL4854
 DL4854.The orthometric height was determined by differential leveling and
 DL4854.adjusted by the NATIONAL GEODETIC SURVEY
 DL4854.in October 2009.
 DL4854
 DL4854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4854.GEOID18 height accuracy estimate available here.
 DL4854
 DL4854.Click photographs - Photos may exist for this station.
 DL4854
 DL4854.The dynamic height is computed by dividing the NAVD 88
 DL4854.geopotential number by the normal gravity value computed on the
 DL4854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4854.degrees latitude (g = 980.6199 gals.).
 DL4854
 DL4854.The modeled gravity was interpolated from observed gravity values.
 DL4854
 DL4854;                    North         East    Units  Estimated Accuracy
 DL4854;SPC MI S     -   160,287.1   3,985,683.5     MT  (+/- 3 meters HH1 GPS) 
 DL4854
 DL4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0052957403(NAD 83)
 DL4854
 DL4854                          SUPERSEDED SURVEY CONTROL
 DL4854
 DL4854.No superseded survey control is available for this station.
 DL4854
 DL4854_MARKER: DD = SURVEY DISK
 DL4854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4854_STAMPING: 19610 2008
 DL4854_MARK LOGO: MIDT
 DL4854_PROJECTION: FLUSH
 DL4854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4854+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DL4854
 DL4854  HISTORY     - Date     Condition        Report By
 DL4854  HISTORY     - 20080425 MONUMENTED       COLEM
 DL4854  HISTORY     - 20251015 GOOD             ROWESE
 DL4854
 DL4854                          STATION DESCRIPTION
 DL4854
 DL4854'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4854'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF RILEY,
 DL4854'4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF SAINT JOHNS AND 3.1 MI (5.0 KM)
 DL4854'WEST-NORTHWEST OF PRICE.
 DL4854'
 DL4854'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH CR 462
 DL4854'(PRICE ROAD), LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE CITY OF
 DL4854'SAINT JOHNS, MI, GO NORTH ON OLD HIGHWAY 127 FOR 1.0 MI (1.6 KM) TO
 DL4854'CENTERLINE ROAD AND TO THE STATION ON THE RIGHT.
 DL4854'
 DL4854'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4854'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4854'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4854'
 DL4854'THE STATION IS 3 FT (0.9 M) EAST OF EDGE OF PAVEMENT OF OLD HIGHWAY
 DL4854'127, 23 FT (7.0 M) SOUTH OF EDGE OF GRAVEL OF THE CENTERLINE ROAD, 9.5
 DL4854'FT (2.9 M) WEST OF CONCRETE RIGHT-OF-WAY POST, AND 3.3 FT (1.0 M)
 DL4854'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4854
 DL4854                          STATION RECOVERY (2025)
 DL4854
 DL4854'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2025 (GS)
 DL4854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4858 ***********************************************************************
 DL4858  DESIGNATION -  19611
 DL4858  PID         -  DL4858
 DL4858  STATE/COUNTY-  MI/CLINTON
 DL4858  COUNTRY     -  US
 DL4858  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4858
 DL4858                         *CURRENT SURVEY CONTROL
 DL4858  ______________________________________________________________________
 DL4858* NAD 83(1986) POSITION- 43 00 38.70   (N) 084 32 34.37   (W)   HD_HELD1
 DL4858* NAVD 88 ORTHO HEIGHT -   229.200 (meters)      751.97  (feet) ADJUSTED
 DL4858  ______________________________________________________________________
 DL4858  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 DL4858  DYNAMIC HEIGHT  -        229.149 (meters)      751.80  (feet) COMP
 DL4858  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 DL4858
 DL4858  VERT ORDER      -  FIRST     CLASS II
 DL4858
 DL4858.The horizontal coordinates were determined by differentially corrected
 DL4858.hand held GPS observations or other comparable positioning techniques
 DL4858.and have an estimated accuracy of +/- 3 meters.
 DL4858
 DL4858.The orthometric height was determined by differential leveling and
 DL4858.adjusted by the NATIONAL GEODETIC SURVEY
 DL4858.in October 2009.
 DL4858
 DL4858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4858.GEOID18 height accuracy estimate available here.
 DL4858
 DL4858.Click photographs - Photos may exist for this station.
 DL4858
 DL4858.The dynamic height is computed by dividing the NAVD 88
 DL4858.geopotential number by the normal gravity value computed on the
 DL4858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4858.degrees latitude (g = 980.6199 gals.).
 DL4858
 DL4858.The modeled gravity was interpolated from observed gravity values.
 DL4858
 DL4858;                    North         East    Units  Estimated Accuracy
 DL4858;SPC MI S     -   167,825.7   3,985,635.2     MT  (+/- 3 meters HH1 GPS) 
 DL4858
 DL4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0024564938(NAD 83)
 DL4858
 DL4858                          SUPERSEDED SURVEY CONTROL
 DL4858
 DL4858.No superseded survey control is available for this station.
 DL4858
 DL4858_MARKER: DD = SURVEY DISK
 DL4858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4858_STAMPING: 19611 2008
 DL4858_MARK LOGO: MIDT
 DL4858_PROJECTION: FLUSH
 DL4858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4858+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL4858
 DL4858  HISTORY     - Date     Condition        Report By
 DL4858  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4858
 DL4858                          STATION DESCRIPTION
 DL4858
 DL4858'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4858'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF OVID, 6.4 MI
 DL4858'(10.3 KM) NORTH-NORTHWEST OF PRICE AND 1.1 MI (1.8 KM) NORTHEAST OF
 DL4858'SAINT JOHNS.
 DL4858'
 DL4858'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH STATE
 DL4858'HIGHWAY 21 (STATE STREET), LOCATED IN THE CITY OF SAINT JOHNS, MI, GO
 DL4858'EAST ON STATE HIGHWAY 21 (STATE STREET) FOR 0.4 MI (0.6 KM) TO SCOTT
 DL4858'ROAD, TURN LEFT AND GO NORTH OF SCOTT ROAD FOR 0.6 MI (1.0 KM) TO
 DL4858'SEARLES ESTATE DRIVE ON THE LEFT, CONTINUE NORTH ON SCOTT ROAD FOR 190
 DL4858'FT (57.9 M) TO THE STATION ON THE LEFT.
 DL4858'
 DL4858'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4858'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4858'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4858'
 DL4858'THE STATION IS 150 FT (45.7 M) NORTH OF A FIELD ENTRANCE, 145 FT (44.2
 DL4858'M) NORTHWEST OF A POWER POLE, 65 FT (19.8 M) SOUTHWEST OF A POWER
 DL4858'POLE, 20 FT (6.1 M) WEST OF EDGE OF PAVEMENT OF SCOTT ROAD, AND 3.3 FT
 DL4858'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4859 ***********************************************************************
 DL4859  DESIGNATION -  19612
 DL4859  PID         -  DL4859
 DL4859  STATE/COUNTY-  MI/CLINTON
 DL4859  COUNTRY     -  US
 DL4859  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4859
 DL4859                         *CURRENT SURVEY CONTROL
 DL4859  ______________________________________________________________________
 DL4859* NAD 83(1986) POSITION- 43 00 58.26   (N) 084 33 58.07   (W)   HD_HELD1
 DL4859* NAVD 88 ORTHO HEIGHT -   225.910 (meters)      741.17  (feet) ADJUSTED
 DL4859  ______________________________________________________________________
 DL4859  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DL4859  DYNAMIC HEIGHT  -        225.859 (meters)      741.01  (feet) COMP
 DL4859  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 DL4859
 DL4859  VERT ORDER      -  FIRST     CLASS II
 DL4859
 DL4859.The horizontal coordinates were determined by differentially corrected
 DL4859.hand held GPS observations or other comparable positioning techniques
 DL4859.and have an estimated accuracy of +/- 3 meters.
 DL4859
 DL4859.The orthometric height was determined by differential leveling and
 DL4859.adjusted by the NATIONAL GEODETIC SURVEY
 DL4859.in October 2009.
 DL4859
 DL4859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4859.GEOID18 height accuracy estimate available here.
 DL4859
 DL4859.Click photographs - Photos may exist for this station.
 DL4859
 DL4859.The dynamic height is computed by dividing the NAVD 88
 DL4859.geopotential number by the normal gravity value computed on the
 DL4859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4859.degrees latitude (g = 980.6199 gals.).
 DL4859
 DL4859.The modeled gravity was interpolated from observed gravity values.
 DL4859
 DL4859;                    North         East    Units  Estimated Accuracy
 DL4859;SPC MI S     -   168,433.5   3,983,741.3     MT  (+/- 3 meters HH1 GPS) 
 DL4859
 DL4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9833265486(NAD 83)
 DL4859
 DL4859                          SUPERSEDED SURVEY CONTROL
 DL4859
 DL4859.No superseded survey control is available for this station.
 DL4859
 DL4859_MARKER: DD = SURVEY DISK
 DL4859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4859_STAMPING: 19612 2008
 DL4859_MARK LOGO: MIDT
 DL4859_PROJECTION: FLUSH
 DL4859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4859+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2024
 DL4859
 DL4859  HISTORY     - Date     Condition        Report By
 DL4859  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4859  HISTORY     - 20240212 GOOD             SPICE
 DL4859
 DL4859                          STATION DESCRIPTION
 DL4859
 DL4859'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4859'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF MAPLE
 DL4859'RAPIDS, 7.3 MI (11.7 KM) NORTHWEST OF PRICE AND 1.1 MI (1.8 KM)
 DL4859'NORTH-NORTHWEST OF SAINT JOHNS.
 DL4859'
 DL4859'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH STATE
 DL4859'HIGHWAY 21 (STATE STREET), LOCATED IN THE CITY OF SAINT JOHNS, MI, GO
 DL4859'NORTHERLY ON OLD HIGHWAY 127 FOR 1.2 MI (1.9 KM) TO WALKER ROAD, TURN
 DL4859'LEFT AND GO WEST ON WALKER ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON
 DL4859'THE RIGHT.
 DL4859'
 DL4859'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4859'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4859'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4859'
 DL4859'THE STATION IS 400 FT (121.9 M) EAST OF MARCELINE DRIVE, 350 FT (106.7
 DL4859'M) WEST OF LOIS LANE, 160 FT (48.8 M) WEST-NORTHWEST OF A POWER POLE,
 DL4859'130 FT (39.6 M) EAST-NORTHEAST OF A POWER POLE, 16 FT (4.9 M) NORTH OF
 DL4859'EDGE OF PAVEMENT OF WALKER ROAD, AND 2 FT (0.6 M) SOUTH OF AN ORANGE
 DL4859'CARSONITE WITNESS POST.
 DL4859
 DL4859                          STATION RECOVERY (2024)
 DL4859
 DL4859'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2024 (MC)
 DL4859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4860 ***********************************************************************
 DL4860  DESIGNATION -  19613
 DL4860  PID         -  DL4860
 DL4860  STATE/COUNTY-  MI/CLINTON
 DL4860  COUNTRY     -  US
 DL4860  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4860
 DL4860                         *CURRENT SURVEY CONTROL
 DL4860  ______________________________________________________________________
 DL4860* NAD 83(2011) POSITION- 43 01 52.74578(N) 084 34 59.16218(W)   ADJUSTED
 DL4860* NAD 83(2011) ELLIP HT-   196.220 (meters)        (06/27/12)   ADJUSTED
 DL4860* NAD 83(2011) EPOCH   -  2010.00
 DL4860* NAVD 88 ORTHO HEIGHT -   229.260 (meters)      752.16  (feet) ADJUSTED
 DL4860  ______________________________________________________________________
 DL4860  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 DL4860  NAD 83(2011) X  -    440,830.978 (meters)                     COMP
 DL4860  NAD 83(2011) Y  - -4,648,868.992 (meters)                     COMP
 DL4860  NAD 83(2011) Z  -  4,330,179.567 (meters)                     COMP
 DL4860  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 DL4860  DYNAMIC HEIGHT  -        229.209 (meters)      752.00  (feet) COMP
 DL4860  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 DL4860
 DL4860  VERT ORDER      -  FIRST     CLASS II
 DL4860
 DL4860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4860  Standards:
 DL4860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4860  -------------------------------------------------------------------
 DL4860  NETWORK    0.38   0.63           0.18   0.12   0.32     -0.10576945
 DL4860  -------------------------------------------------------------------
 DL4860  Click here for local accuracies and other accuracy information.
 DL4860
 DL4860.The horizontal coordinates were established by GPS observations
 DL4860.and adjusted by the National Geodetic Survey in June 2012.
 DL4860
 DL4860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4860.been affixed to the stable North American tectonic plate. See 
 DL4860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4860
 DL4860.The horizontal coordinates are valid at the epoch date displayed above
 DL4860.which is a decimal equivalence of Year/Month/Day.
 DL4860
 DL4860.The orthometric height was determined by differential leveling and
 DL4860.adjusted by the NATIONAL GEODETIC SURVEY
 DL4860.in October 2009.
 DL4860
 DL4860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4860.GEOID18 height accuracy estimate available here.
 DL4860
 DL4860.Click photographs - Photos may exist for this station.
 DL4860
 DL4860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4860
 DL4860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4860
 DL4860.The ellipsoidal height was determined by GPS observations
 DL4860.and is referenced to NAD 83.
 DL4860
 DL4860.The dynamic height is computed by dividing the NAVD 88
 DL4860.geopotential number by the normal gravity value computed on the
 DL4860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4860.degrees latitude (g = 980.6199 gals.).
 DL4860
 DL4860.The modeled gravity was interpolated from observed gravity values.
 DL4860
 DL4860. The following values were computed from the NAD 83(2011) position.
 DL4860
 DL4860;                    North         East     Units Scale Factor Converg.
 DL4860;SPC MI S     -   170,118.156 3,982,362.338   MT  0.99991013   -0 08 50.2
 DL4860;SPC MI S     -   558,130.43 13,065,493.23   iFT  0.99991013   -0 08 50.2
 DL4860;UTM  16      - 4,767,127.475   696,901.510   MT  1.00007697   +1 38 59.3
 DL4860
 DL4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4860!SPC MI S     -   0.99996923  x   0.99991013  =   0.99987936
 DL4860!UTM  16      -   0.99996923  x   1.00007697  =   1.00004620
 DL4860
 DL4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9690167127(NAD 83)
 DL4860
 DL4860                          SUPERSEDED SURVEY CONTROL
 DL4860
 DL4860  NAD 83(2007)-  43 01 52.74588(N)    084 34 59.16269(W) AD(2002.00) B
 DL4860  ELLIP H (10/23/09)  196.235  (m)                       GP(2002.00) 3 1
 DL4860
 DL4860.Superseded values are not recommended for survey control.
 DL4860
 DL4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4860.See file dsdata.pdf to determine how the superseded data were derived.
 DL4860
 DL4860_MARKER: DD = SURVEY DISK
 DL4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4860_STAMPING: 19613 2008
 DL4860_MARK LOGO: MIDT
 DL4860_PROJECTION: FLUSH
 DL4860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4860+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DL4860
 DL4860  HISTORY     - Date     Condition        Report By
 DL4860  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4860  HISTORY     - 20200603 GOOD             MIDT
 DL4860  HISTORY     - 20210519 GOOD             MIDT
 DL4860
 DL4860                          STATION DESCRIPTION
 DL4860
 DL4860'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4860'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF PRICE, 7.5
 DL4860'MI (12.1 KM) SOUTHEAST OF MAPLE RAPIDS AND 2.4 MI (3.9 KM)
 DL4860'NORTH-NORTHWEST OF SAINT JOHNS.
 DL4860'
 DL4860'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 127 WITH STATE
 DL4860'HIGHWAY 21 (STATE STREET), LOCATED IN THE CITY OF SAINT JOHNS, MI, GO
 DL4860'WEST ON STATE HIGHWAY 21 (STATE STREET) FOR 1.6 MI (2.6 KM) TO DEWITT
 DL4860'ROAD, TURN RIGHT AND GO NORTH ON DEWITT ROAD FOR 2.1 MI (3.4 KM) TO
 DL4860'KINLEY ROAD AND THE STATION ON THE LEFT.
 DL4860'
 DL4860'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4860'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4860'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4860'
 DL4860'THE STATION IS 43 FT (13.1 M) WEST OF EDGE OF PAVEMENT OF DEWITT ROAD,
 DL4860'20 FT (6.1 M) SOUTH OF EDGE OF PAVEMENT OF KINLEY ROAD, 17 FT (5.2 M)
 DL4860'SOUTHWEST OF A POST FOR A --STOP-- SIGN, AND 3.3 FT (1.0 M) NORTH OF
 DL4860'AN ORANGE CARSONITE WITNESS POST.
 DL4860
 DL4860                          STATION RECOVERY (2020)
 DL4860
 DL4860'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4860'THE MARK IS LOCATED 43 FT (13.1 M) WEST EDGE OF PAVEMENT OF DEWITT
 DL4860'ROAD, 14 FT (4.3 M) SOUTH OF EDGE OF GRAVEL OF KINLEY ROAD AND 22.5 FT
 DL4860'(6.9 M) SOUTHWEST OF A STOP SIGN.
 DL4860
 DL4860                          STATION RECOVERY (2021)
 DL4860
 DL4860'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 DL4860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4861 ***********************************************************************
 DL4861  DESIGNATION -  19614
 DL4861  PID         -  DL4861
 DL4861  STATE/COUNTY-  MI/CLINTON
 DL4861  COUNTRY     -  US
 DL4861  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4861
 DL4861                         *CURRENT SURVEY CONTROL
 DL4861  ______________________________________________________________________
 DL4861* NAD 83(1986) POSITION- 43 03 23.25   (N) 084 35 00.77   (W)   HD_HELD1
 DL4861* NAVD 88 ORTHO HEIGHT -   216.606 (meters)      710.65  (feet) ADJUSTED
 DL4861  ______________________________________________________________________
 DL4861  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 DL4861  DYNAMIC HEIGHT  -        216.558 (meters)      710.49  (feet) COMP
 DL4861  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 DL4861
 DL4861  VERT ORDER      -  FIRST     CLASS II
 DL4861
 DL4861.The horizontal coordinates were determined by differentially corrected
 DL4861.hand held GPS observations or other comparable positioning techniques
 DL4861.and have an estimated accuracy of +/- 3 meters.
 DL4861
 DL4861.The orthometric height was determined by differential leveling and
 DL4861.adjusted by the NATIONAL GEODETIC SURVEY
 DL4861.in October 2009.
 DL4861
 DL4861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4861.GEOID18 height accuracy estimate available here.
 DL4861
 DL4861.Click photographs - Photos may exist for this station.
 DL4861
 DL4861.The dynamic height is computed by dividing the NAVD 88
 DL4861.geopotential number by the normal gravity value computed on the
 DL4861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4861.degrees latitude (g = 980.6199 gals.).
 DL4861
 DL4861.The modeled gravity was interpolated from observed gravity values.
 DL4861
 DL4861;                    North         East    Units  Estimated Accuracy
 DL4861;SPC MI S     -   172,910.9   3,982,333.1     MT  (+/- 3 meters HH1 GPS) 
 DL4861
 DL4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9678469918(NAD 83)
 DL4861
 DL4861                          SUPERSEDED SURVEY CONTROL
 DL4861
 DL4861.No superseded survey control is available for this station.
 DL4861
 DL4861_MARKER: DD = SURVEY DISK
 DL4861_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4861_SP_SET: BRIDGE WING WALL
 DL4861_STAMPING: 19614 2008
 DL4861_MARK LOGO: MIDT
 DL4861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4861+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL4861
 DL4861  HISTORY     - Date     Condition        Report By
 DL4861  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4861
 DL4861                          STATION DESCRIPTION
 DL4861
 DL4861'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4861'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF POMPEII, 6.4 MI
 DL4861'(10.3 KM) EAST-SOUTHEAST OF MAPLE RAPIDS AND 4.0 MI (6.4 KM)
 DL4861'NORTH-NORTHWEST OF SAINT JOHNS.
 DL4861'
 DL4861'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH FRENCH
 DL4861'ROAD, LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTH OF THE CITY OF SAINT
 DL4861'JOHNS, MI, GO WEST ON FRENCH ROAD FOR 1.0 MI (1.6 KM) TO DEWITT ROAD,
 DL4861'TURN LEFT AND GO SOUTH ON DEWITT ROAD FOR 0.25 MI (0.4 KM) TO A BRIDGE
 DL4861'OVER HAYWORTH CREEK AND THE STATION ON THE LEFT.
 DL4861'
 DL4861'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4861'MODERNIZATION MARK DISK SET IN THE NORTH WING WALL OF THE EAST
 DL4861'ABUTMENT.
 DL4861'
 DL4861'THE STATION IS 13 FT (4.0 M) EAST OF EDGE OF PAVEMENT OF DEWITT ROAD,
 DL4861'AND 6 FT (1.8 M) EAST OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4862 ***********************************************************************
 DL4862  DESIGNATION -  19615
 DL4862  PID         -  DL4862
 DL4862  STATE/COUNTY-  MI/CLINTON
 DL4862  COUNTRY     -  US
 DL4862  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4862
 DL4862                         *CURRENT SURVEY CONTROL
 DL4862  ______________________________________________________________________
 DL4862* NAD 83(1986) POSITION- 43 04 31.39   (N) 084 35 00.48   (W)   HD_HELD1
 DL4862* NAVD 88 ORTHO HEIGHT -   222.975 (meters)      731.54  (feet) ADJUSTED
 DL4862  ______________________________________________________________________
 DL4862  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 DL4862  DYNAMIC HEIGHT  -        222.927 (meters)      731.39  (feet) COMP
 DL4862  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 DL4862
 DL4862  VERT ORDER      -  FIRST     CLASS II
 DL4862
 DL4862.The horizontal coordinates were determined by differentially corrected
 DL4862.hand held GPS observations or other comparable positioning techniques
 DL4862.and have an estimated accuracy of +/- 3 meters.
 DL4862
 DL4862.The orthometric height was determined by differential leveling and
 DL4862.adjusted by the NATIONAL GEODETIC SURVEY
 DL4862.in October 2009.
 DL4862
 DL4862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4862.GEOID18 height accuracy estimate available here.
 DL4862
 DL4862.Click photographs - Photos may exist for this station.
 DL4862
 DL4862.The dynamic height is computed by dividing the NAVD 88
 DL4862.geopotential number by the normal gravity value computed on the
 DL4862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4862.degrees latitude (g = 980.6199 gals.).
 DL4862
 DL4862.The modeled gravity was interpolated from observed gravity values.
 DL4862
 DL4862;                    North         East    Units  Estimated Accuracy
 DL4862;SPC MI S     -   175,013.4   3,982,345.1     MT  (+/- 3 meters HH1 GPS) 
 DL4862
 DL4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9673072020(NAD 83)
 DL4862
 DL4862                          SUPERSEDED SURVEY CONTROL
 DL4862
 DL4862.No superseded survey control is available for this station.
 DL4862
 DL4862_MARKER: DD = SURVEY DISK
 DL4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4862_STAMPING: 19615 2008
 DL4862_MARK LOGO: MIDT
 DL4862_PROJECTION: FLUSH
 DL4862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4862+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2019
 DL4862
 DL4862  HISTORY     - Date     Condition        Report By
 DL4862  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4862  HISTORY     - 20191009 GOOD             MUXLOW
 DL4862
 DL4862                          STATION DESCRIPTION
 DL4862
 DL4862'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4862'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF POMPEII, 5.8 MI
 DL4862'(9.3 KM) EAST-SOUTHEAST OF MAPLE RAPIDS AND 5.3 MI (8.5 KM)
 DL4862'NORTH-NORTHWEST OF SAINT JOHNS.
 DL4862'
 DL4862'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH CR 490
 DL4862'(MAPLE RAPIDS ROAD), LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTH OF
 DL4862'THE CITY OF SAINT JOHNS, MI, GO WEST ON CR 490 (MAPLE RAPIDS ROAD) FOR
 DL4862'1.0 MI (1.6 KM) TO DEWITT ROAD, TURN LEFT AND GO SOUTH ON DEWITT ROAD
 DL4862'FOR 1.5 MI (2.4 KM) TO MARSHALL ROAD ON THE LEFT, CONTINUE SOUTH ON
 DL4862'DEWITT ROAD FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DL4862'
 DL4862'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4862'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4862'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4862'
 DL4862'THE STATION 0.1 MI (0.2 KM) SOUTH OF DRIVEWAY OPENING --6155--, 300 FT
 DL4862'(91.4 M) NORTH OF MEAD ROAD, 45.5 FT (13.9 M) WEST OF A WOOD POST FOR
 DL4862'A --POSTED-- SIGN, 8 FT (2.4 M) WEST OF EDGE OF GRAVEL OF DEWITT ROAD,
 DL4862'AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4862
 DL4862                          STATION RECOVERY (2019)
 DL4862
 DL4862'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2019 (RM)
 DL4862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4863 ***********************************************************************
 DL4863  DESIGNATION -  19616
 DL4863  PID         -  DL4863
 DL4863  STATE/COUNTY-  MI/CLINTON
 DL4863  COUNTRY     -  US
 DL4863  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4863
 DL4863                         *CURRENT SURVEY CONTROL
 DL4863  ______________________________________________________________________
 DL4863* NAD 83(2011) POSITION- 43 05 47.38611(N) 084 34 58.56534(W)   ADJUSTED
 DL4863* NAD 83(2011) ELLIP HT-   192.370 (meters)        (06/27/12)   ADJUSTED
 DL4863* NAD 83(2011) EPOCH   -  2010.00
 DL4863* NAVD 88 ORTHO HEIGHT -   225.334 (meters)      739.28  (feet) ADJUSTED
 DL4863  ______________________________________________________________________
 DL4863  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 DL4863  NAD 83(2011) X  -    440,377.397 (meters)                     COMP
 DL4863  NAD 83(2011) Y  - -4,643,942.683 (meters)                     COMP
 DL4863  NAD 83(2011) Z  -  4,335,467.225 (meters)                     COMP
 DL4863  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DL4863  DYNAMIC HEIGHT  -        225.287 (meters)      739.13  (feet) COMP
 DL4863  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 DL4863
 DL4863  VERT ORDER      -  FIRST     CLASS II
 DL4863
 DL4863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4863  Standards:
 DL4863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4863  -------------------------------------------------------------------
 DL4863  NETWORK    0.30   0.59           0.14   0.10   0.30     -0.02229448
 DL4863  -------------------------------------------------------------------
 DL4863  Click here for local accuracies and other accuracy information.
 DL4863
 DL4863.The horizontal coordinates were established by GPS observations
 DL4863.and adjusted by the National Geodetic Survey in June 2012.
 DL4863
 DL4863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4863.been affixed to the stable North American tectonic plate. See 
 DL4863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4863
 DL4863.The horizontal coordinates are valid at the epoch date displayed above
 DL4863.which is a decimal equivalence of Year/Month/Day.
 DL4863
 DL4863.The orthometric height was determined by differential leveling and
 DL4863.adjusted by the NATIONAL GEODETIC SURVEY
 DL4863.in October 2009.
 DL4863
 DL4863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4863.GEOID18 height accuracy estimate available here.
 DL4863
 DL4863.Click photographs - Photos may exist for this station.
 DL4863
 DL4863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4863
 DL4863.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4863
 DL4863.The ellipsoidal height was determined by GPS observations
 DL4863.and is referenced to NAD 83.
 DL4863
 DL4863.The dynamic height is computed by dividing the NAVD 88
 DL4863.geopotential number by the normal gravity value computed on the
 DL4863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4863.degrees latitude (g = 980.6199 gals.).
 DL4863
 DL4863.The modeled gravity was interpolated from observed gravity values.
 DL4863
 DL4863. The following values were computed from the NAD 83(2011) position.
 DL4863
 DL4863;                    North         East     Units Scale Factor Converg.
 DL4863;SPC MI S     -   177,358.328 3,982,394.446   MT  0.99991367   -0 08 49.8
 DL4863;SPC MI S     -   581,884.28 13,065,598.58   iFT  0.99991367   -0 08 49.8
 DL4863;UTM  16      - 4,774,366.282   696,706.390   MT  1.00007602   +1 39 07.0
 DL4863
 DL4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4863!SPC MI S     -   0.99996983  x   0.99991367  =   0.99988351
 DL4863!UTM  16      -   0.99996983  x   1.00007602  =   1.00004585
 DL4863
 DL4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9670674366(NAD 83)
 DL4863
 DL4863                          SUPERSEDED SURVEY CONTROL
 DL4863
 DL4863  NAD 83(2007)-  43 05 47.38624(N)    084 34 58.56590(W) AD(2002.00) B
 DL4863  ELLIP H (10/19/09)  192.386  (m)                       GP(2002.00) 1 1
 DL4863
 DL4863.Superseded values are not recommended for survey control.
 DL4863
 DL4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4863.See file dsdata.pdf to determine how the superseded data were derived.
 DL4863
 DL4863_MARKER: DD = SURVEY DISK
 DL4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4863_STAMPING: 19616 2008
 DL4863_MARK LOGO: MIDT
 DL4863_PROJECTION: FLUSH
 DL4863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4863+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL4863
 DL4863  HISTORY     - Date     Condition        Report By
 DL4863  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4863
 DL4863                          STATION DESCRIPTION
 DL4863
 DL4863'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4863'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF SAINT JOHNS,
 DL4863'6.1 MI (9.8 KM) SOUTH OF POMPEII AND 5.5 MI (8.8 KM) EAST OF MAPLE
 DL4863'RAPIDS.
 DL4863'
 DL4863'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH CR 490
 DL4863'(MAPLE RAPIDS ROAD), LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTH OF
 DL4863'THE CITY OF SAINT JOHNS, MI, GO WEST ON CR 490 (MAPLE RAPIDS ROAD) FOR
 DL4863'1.0 MI (1.6 KM) TO DEWITT ROAD, TURN LEFT AND GO SOUTH ON DEWITT ROAD
 DL4863'FOR 0.5 MI (0.8 KM) TO HYDE ROAD AND THE STATION ON THE LEFT.
 DL4863'
 DL4863'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4863'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4863'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4863'
 DL4863'THE STATION IS 63 FT (19.2 M) SOUTH OF THE CENTERLINE OF HYDE ROAD,
 DL4863'28.5 FT (8.7 M) SOUTH OF METAL POST FOR A --STOP-- SIGN, 27 FT (8.2 M)
 DL4863'EAST OF THE CENTERLINE OF DEWITT ROAD, AND 3.3 FT (1.0 M) SOUTH OF AN
 DL4863'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4864 ***********************************************************************
 DL4864  DESIGNATION -  19617
 DL4864  PID         -  DL4864
 DL4864  STATE/COUNTY-  MI/CLINTON
 DL4864  COUNTRY     -  US
 DL4864  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 DL4864
 DL4864                         *CURRENT SURVEY CONTROL
 DL4864  ______________________________________________________________________
 DL4864* NAD 83(1986) POSITION- 43 07 03.48   (N) 084 35 37.47   (W)   HD_HELD1
 DL4864* NAVD 88 ORTHO HEIGHT -   206.575 (meters)      677.74  (feet) ADJUSTED
 DL4864  ______________________________________________________________________
 DL4864  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 DL4864  DYNAMIC HEIGHT  -        206.532 (meters)      677.60  (feet) COMP
 DL4864  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 DL4864
 DL4864  VERT ORDER      -  FIRST     CLASS II
 DL4864
 DL4864.The horizontal coordinates were determined by differentially corrected
 DL4864.hand held GPS observations or other comparable positioning techniques
 DL4864.and have an estimated accuracy of +/- 3 meters.
 DL4864
 DL4864.The orthometric height was determined by differential leveling and
 DL4864.adjusted by the NATIONAL GEODETIC SURVEY
 DL4864.in October 2009.
 DL4864
 DL4864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4864.GEOID18 height accuracy estimate available here.
 DL4864
 DL4864.Click photographs - Photos may exist for this station.
 DL4864
 DL4864.The dynamic height is computed by dividing the NAVD 88
 DL4864.geopotential number by the normal gravity value computed on the
 DL4864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4864.degrees latitude (g = 980.6199 gals.).
 DL4864
 DL4864.The modeled gravity was interpolated from observed gravity values.
 DL4864
 DL4864;                    North         East    Units  Estimated Accuracy
 DL4864;SPC MI S     -   179,708.7   3,981,521.0     MT  (+/- 3 meters HH1 GPS) 
 DL4864
 DL4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9575976688(NAD 83)
 DL4864
 DL4864                          SUPERSEDED SURVEY CONTROL
 DL4864
 DL4864.No superseded survey control is available for this station.
 DL4864
 DL4864_MARKER: DD = SURVEY DISK
 DL4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4864_STAMPING: 19617 2008
 DL4864_MARK LOGO: MIDT
 DL4864_PROJECTION: FLUSH
 DL4864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4864+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL4864
 DL4864  HISTORY     - Date     Condition        Report By
 DL4864  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4864
 DL4864                          STATION DESCRIPTION
 DL4864
 DL4864'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4864'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF PERRINTON,
 DL4864'5.0 MI (8.0 KM) EAST OF MAPLE RAPIDS AND 4.6 MI (7.4 KM) SOUTH OF
 DL4864'POMPEII.
 DL4864'
 DL4864'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH CR 490
 DL4864'(MAPLE RAPIDS ROAD), LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTH OF
 DL4864'THE CITY OF SAINT JOHNS, MI, GO NORTH ON US HIGHWAY 127 FOR 1.0 MI
 DL4864'(1.6 KM) TO COUNTY LINE ROAD, TURN LEFT AND GO WEST ON COUNTY LINE
 DL4864'ROAD FOR 1.5 MI (2.4 KM) TO STATE ROAD, CONTINUE WEST ON COUNTY LINE
 DL4864'ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DL4864'
 DL4864'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4864'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4864'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4864'
 DL4864'THE STATION IS 0.1 MI (0.2 KM) EAST OF DRIVEWAY OPENING --405--, 0.1
 DL4864'MI (0.2 KM) WEST OF DRIVEWAY OPENING --3445--, 15 FT (4.6 M) SOUTH OF
 DL4864'EDGE OF GRAVEL OF COUNTY LINE ROAD, AND 3.3 FT (1.0 M) NORTH OF AN
 DL4864'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0290 ***********************************************************************
 NF0290  DESIGNATION -  198.3
 NF0290  PID         -  NF0290
 NF0290  STATE/COUNTY-  MI/EATON
 NF0290  COUNTRY     -  US
 NF0290  USGS QUAD   -  CHESTER (2017)
 NF0290
 NF0290                         *CURRENT SURVEY CONTROL
 NF0290  ______________________________________________________________________
 NF0290* NAD 83(2011) POSITION- 42 31 20.28234(N) 084 52 40.32050(W)   ADJUSTED
 NF0290* NAD 83(2011) ELLIP HT-   236.265 (meters)        (06/27/12)   ADJUSTED
 NF0290* NAD 83(2011) EPOCH   -  2010.00
 NF0290* NAVD 88 ORTHO HEIGHT -   270.248 (meters)      886.64  (feet) ADJUSTED
 NF0290  ______________________________________________________________________
 NF0290  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 NF0290  NAD 83(2011) X  -    420,339.790 (meters)                     COMP
 NF0290  NAD 83(2011) Y  - -4,689,355.331 (meters)                     COMP
 NF0290  NAD 83(2011) Z  -  4,288,700.494 (meters)                     COMP
 NF0290  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 NF0290  DYNAMIC HEIGHT  -        270.160 (meters)      886.35  (feet) COMP
 NF0290  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 NF0290
 NF0290  VERT ORDER      -  SECOND    CLASS 0
 NF0290
 NF0290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0290  Standards:
 NF0290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0290  -------------------------------------------------------------------
 NF0290  NETWORK    5.65   6.31           1.94   2.51   3.22      0.38302742
 NF0290  -------------------------------------------------------------------
 NF0290  Click here for local accuracies and other accuracy information.
 NF0290
 NF0290.The horizontal coordinates were established by GPS observations
 NF0290.and adjusted by the National Geodetic Survey in June 2012.
 NF0290
 NF0290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0290.been affixed to the stable North American tectonic plate. See 
 NF0290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0290
 NF0290.The horizontal coordinates are valid at the epoch date displayed above
 NF0290.which is a decimal equivalence of Year/Month/Day.
 NF0290
 NF0290.The orthometric height was determined by differential leveling and
 NF0290.adjusted by the NATIONAL GEODETIC SURVEY
 NF0290.in June 1991.
 NF0290
 NF0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0290.GEOID18 height accuracy estimate available here.
 NF0290
 NF0290.Click photographs - Photos may exist for this station.
 NF0290
 NF0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0290
 NF0290.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0290
 NF0290.The ellipsoidal height was determined by GPS observations
 NF0290.and is referenced to NAD 83.
 NF0290
 NF0290.The dynamic height is computed by dividing the NAVD 88
 NF0290.geopotential number by the normal gravity value computed on the
 NF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0290.degrees latitude (g = 980.6199 gals.).
 NF0290
 NF0290.The modeled gravity was interpolated from observed gravity values.
 NF0290
 NF0290. The following values were computed from the NAD 83(2011) position.
 NF0290
 NF0290;                    North         East     Units Scale Factor Converg.
 NF0290;SPC MI S     -   113,682.031 3,957,998.122   MT  0.99992680   -0 20 52.4
 NF0290;SPC MI S     -   372,972.54 12,985,558.14   iFT  0.99992680   -0 20 52.4
 NF0290;UTM  16      - 4,709,951.604   674,309.015   MT  0.99997383   +1 26 04.8
 NF0290
 NF0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0290!SPC MI S     -   0.99996295  x   0.99992680  =   0.99988975
 NF0290!UTM  16      -   0.99996295  x   0.99997383  =   0.99993678
 NF0290
 NF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7430909951(NAD 83)
 NF0290
 NF0290                          SUPERSEDED SURVEY CONTROL
 NF0290
 NF0290  NAD 83(2007)-  42 31 20.28232(N)    084 52 40.32097(W) AD(2002.00) 0
 NF0290  ELLIP H (02/10/07)  236.274  (m)                       GP(2002.00)    
 NF0290  ELLIP H (07/17/02)  236.277  (m)                       GP(       ) 4 1
 NF0290  NAD 83(1994)-  42 31 20.28247(N)    084 52 40.32176(W) AD(       ) 2
 NF0290  ELLIP H (02/03/97)  236.296  (m)                       GP(       ) 4 1
 NF0290  NAD 83(1986)-  42 31 20.28172(N)    084 52 40.33685(W) AD(       ) 2
 NF0290  NAVD 88             270.25   (m)          886.6    (f) LEVELING    3  
 NF0290  NGVD 29 (??/??/92)  270.363  (m)          887.02   (f) ADJ UNCH    2 0
 NF0290
 NF0290.Superseded values are not recommended for survey control.
 NF0290
 NF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0290.See file dsdata.pdf to determine how the superseded data were derived.
 NF0290
 NF0290_MARKER: B = BOLT
 NF0290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NF0290_SP_SET: BRIDGE ABUTMENT
 NF0290_STAMPING: 198.3
 NF0290_MARK LOGO: GTWRR
 NF0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0290+STABILITY: SURFACE MOTION
 NF0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0290+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 NF0290
 NF0290  HISTORY     - Date     Condition        Report By
 NF0290  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0290  HISTORY     - 1934     GOOD             CGS
 NF0290  HISTORY     - 1976     GOOD             NGS
 NF0290  HISTORY     - 19910820 GOOD             MIDT
 NF0290  HISTORY     - 20011128 GOOD             NGS
 NF0290
 NF0290                          STATION DESCRIPTION
 NF0290
 NF0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0290'4.2 MI SW FROM CHARLOTTE.
 NF0290'4.2 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0290'FROM THE STATION AT CHARLOTTE, EATON COUNTY, 155 YARDS NORTHEAST OF
 NF0290'SEMAPHORE 198.3 AT THE NORTH CORNER OF A BRIDGE, IN THE TOP OF THE
 NF0290'NORTH PIER, 4.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NF0290'NORTHWEST TRACK, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 NF0290'COPPER BOLT, STAMPED 198.3.
 NF0290
 NF0290                          STATION RECOVERY (1976)
 NF0290
 NF0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0290'RECOVERED IN GOOD CONDITION.
 NF0290
 NF0290                          STATION RECOVERY (1991)
 NF0290
 NF0290'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0290'STATION IS LOCATED IN QUAD 420844.  IT IS IN THE NORTHEAST 1/4 OF
 NF0290'SECTION 34, T-2-N, R-5-W, CARMEL TOWNSHIP, AND ON THE CHESTER
 NF0290'QUADRANGLE MAP.  IT IS ABOUT 11-1/4 MILES WEST FROM EATON RAPIDS,
 NF0290'5-3/4 MILES NORTH-NORTHEAST FROM OLIVET, 3-1/4 MILES SOUTHWEST FROM
 NF0290'CHARLOTTE, AND ON THE GRAND TRUNK RAILROAD RIGHT-OF-WAY. STATION IS
 NF0290'ACCESSED FROM PROPERTY OF DUANE HICE, OF 3537 SHERMAN ROAD,
 NF0290'CHARLOTTE, MICH. 48813
 NF0290'
 NF0290'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY M-79
 NF0290'(LAWRENCE AVENUE) AND BATTLE CREEK ROAD AT THE WEST SIDE OF
 NF0290'CHARLOTTE, GO SOUTHWESTERLY ON BATTLE CREEK ROAD FOR 1.36 MI
 NF0290'(2.19 KM) TO MAURER ROAD INTERSECTION.  TURN LEFT AND GO SOUTH ON
 NF0290'MAURER ROAD FOR 0.95 MI (1.53 KM) TO A FIELD DRIVE ON THE RIGHT AT
 NF0290'THE RAILROAD CROSSING. TURN RIGHT INTO FIELD DRIVE GOING SOUTHWEST
 NF0290'PARALLELING RAILROAD TRACKS 0.15 MI (0.24 KM) TO RAILROAD BRIDGE AND
 NF0290'STATION ON THE LEFT.
 NF0290'
 NF0290'STATION IS 17 FT (5.2 M) NORTHEAST FROM THE CENTER OF THE RAILROAD
 NF0290'BRIDGE, 5.0 FT (1.5 M) NORTHWEST FROM THE NORTHWEST RAIL, 2.0 FT
 NF0290'(0.6 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN, 1.8 FT
 NF0290'(0.5 M) SOUTHWEST FROM THE NORTHEAST FACE OF ABUTMENT, 0.8 FT
 NF0290'(24.4 CM) SOUTHEAST FROM THE NORTHWEST FACE OF THE NORTHWEST BRIDGE
 NF0290'ABUTMENT.
 NF0290
 NF0290                          STATION RECOVERY (2001)
 NF0290
 NF0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0290'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0063 ***********************************************************************
 NF0063  DESIGNATION -  2
 NF0063  PID         -  NF0063
 NF0063  STATE/COUNTY-  MI/INGHAM
 NF0063  COUNTRY     -  US
 NF0063  USGS QUAD   -  EAST LANSING (2017)
 NF0063
 NF0063                         *CURRENT SURVEY CONTROL
 NF0063  ______________________________________________________________________
 NF0063* NAD 83(1986) POSITION- 42 43 54.3    (N) 084 29 05.4    (W)   HD_HELD2
 NF0063* NAVD 88 ORTHO HEIGHT -   256.62  (+/-2cm)      841.9   (feet) VERTCON3
 NF0063  ______________________________________________________________________
 NF0063  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 NF0063  VERT ORDER      -  ? (See Below)
 NF0063
 NF0063.The horizontal coordinates were established by autonomous hand held GPS
 NF0063.observations and have an estimated accuracy of +/- 10 meters.
 NF0063
 NF0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0063
 NF0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0063.GEOID18 height accuracy estimate available here.
 NF0063
 NF0063.The vertical order pertains to the NGVD 29 superseded value.
 NF0063
 NF0063.Click photographs - Photos may exist for this station.
 NF0063
 NF0063;                    North         East    Units  Estimated Accuracy
 NF0063;SPC MI S     -   136,826.    3,990,324.      MT  (+/- 10 meters HH2 GPS)
 NF0063
 NF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0590134094(NAD 83)
 NF0063
 NF0063                          SUPERSEDED SURVEY CONTROL
 NF0063
 NF0063  NGVD 29 (??/??/92)  256.757  (m)          842.38   (f) ADJ UNCH       
 NF0063
 NF0063.Superseded values are not recommended for survey control.
 NF0063
 NF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0063.See file dsdata.pdf to determine how the superseded data were derived.
 NF0063
 NF0063_MARKER: B = BOLT
 NF0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0063+STABILITY: SURFACE MOTION
 NF0063
 NF0063  HISTORY     - Date     Condition        Report By
 NF0063  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0063  HISTORY     - 1932     GOOD             MISCOL
 NF0063
 NF0063                          STATION DESCRIPTION
 NF0063
 NF0063'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0063'AT EAST LANSING.
 NF0063'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0063'CAMPUS, AT THE CENTER OF THE TRIANGLE BETWEEN THE GYMNASIUM,
 NF0063'THE OLD ARMORY, AND THE BOTANICAL GARDENS, 147 FEET NORTHEAST
 NF0063'OF THE NORTHEAST CORNER OF THE WOMENS GYMNASIUM, 136 FEET
 NF0063'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARMORY, AND 6 FEET
 NF0063'NORTHEAST OF AN EVERGREEN TREE.  A BOLT, SET IN THE TOP OF A
 NF0063'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0266 ***********************************************************************
 QK0266  DESIGNATION -  2
 QK0266  PID         -  QK0266
 QK0266  STATE/COUNTY-  MI/CHEBOYGAN
 QK0266  COUNTRY     -  US
 QK0266  USGS QUAD   -  SAINT IGNACE (2017)
 QK0266
 QK0266                         *CURRENT SURVEY CONTROL
 QK0266  ______________________________________________________________________
 QK0266* NAD 83(1986) POSITION- 45 47 14.9    (N) 084 43 46.0    (W)   HD_HELD2
 QK0266* NAVD 88 ORTHO HEIGHT -   180.578 (meters)      592.45  (feet) ADJUSTED
 QK0266  ______________________________________________________________________
 QK0266  GEOID HEIGHT    -        -35.404 (meters)                     GEOID18
 QK0266  DYNAMIC HEIGHT  -        180.582 (meters)      592.46  (feet) COMP
 QK0266  MODELED GRAVITY -    980,637.7   (mgal)                       NAVD 88
 QK0266
 QK0266  VERT ORDER      -  FIRST     CLASS II
 QK0266
 QK0266.The horizontal coordinates were established by autonomous hand held GPS
 QK0266.observations and have an estimated accuracy of +/- 10 meters.
 QK0266
 QK0266.The orthometric height was determined by differential leveling and
 QK0266.adjusted by the NATIONAL GEODETIC SURVEY
 QK0266.in June 1991.
 QK0266
 QK0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0266.GEOID18 height accuracy estimate available here.
 QK0266
 QK0266.Click photographs - Photos may exist for this station.
 QK0266
 QK0266.The dynamic height is computed by dividing the NAVD 88
 QK0266.geopotential number by the normal gravity value computed on the
 QK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0266.degrees latitude (g = 980.6199 gals.).
 QK0266
 QK0266.The modeled gravity was interpolated from observed gravity values.
 QK0266
 QK0266;                    North         East    Units  Estimated Accuracy
 QK0266;SPC MI C     -   274,630.    5,971,790.      MT  (+/- 10 meters HH2 GPS)
 QK0266
 QK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7648572941(NAD 83)
 QK0266
 QK0266                          SUPERSEDED SURVEY CONTROL
 QK0266
 QK0266  NGVD 29 (??/??/92)  180.588  (m)          592.48   (f) ADJ UNCH    1 2
 QK0266
 QK0266.Superseded values are not recommended for survey control.
 QK0266
 QK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0266.See file dsdata.pdf to determine how the superseded data were derived.
 QK0266
 QK0266
 QK0266  HISTORY     - Date     Condition        Report By
 QK0266  HISTORY     - UNK      MONUMENTED       USLS
 QK0266  HISTORY     - 1954     GOOD             CGS
 QK0266  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0266  HISTORY     - 20181012 MARK NOT FOUND   USPSQD
 QK0266
 QK0266                          STATION DESCRIPTION
 QK0266
 QK0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QK0266'1 MI NW FROM MACKINAW CITY.
 QK0266'AT MACKINAW CITY, CHEBOYGAN COUNTY, AT THE OLD POINT MACKINAW
 QK0266'LIGHTHOUSE, AT THE LIGHT KEEPERS HOUSE NEAREST TO THE LIGHTHOUSE
 QK0266'TOWER, AT THE EAST SIDE OF THE DOOR, AT THE MIDDLE OF THE 8
 QK0266'FOOT STONE THE WEST HALF OF WHICH FORMS THE DOORSILL, AND THE
 QK0266'TOP OF THE EDGE OF THE LEVEL PART OF THE STONE NEXT TO THE
 QK0266'BEVEL OF THE SILL.  THE TOP OF A STONE DOORSILL.
 QK0266
 QK0266                          STATION RECOVERY (1983)
 QK0266
 QK0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0266'NOT RECOVERED, THERE IS A DOORSILL AT THIS LOCATION, THE HIGH POINT
 QK0266'UNDETERMINED.
 QK0266
 QK0266                          STATION RECOVERY (2018)
 QK0266
 QK0266'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0056 ***********************************************************************
 SG0056  DESIGNATION -  2
 SG0056  PID         -  SG0056
 SG0056  STATE/COUNTY-  MI/HOUGHTON
 SG0056  COUNTRY     -  US
 SG0056  USGS QUAD   -  HANCOCK (2017)
 SG0056
 SG0056                         *CURRENT SURVEY CONTROL
 SG0056  ______________________________________________________________________
 SG0056* NAD 83(1986) POSITION- 47 07 33.     (N) 088 34 10.     (W)   SCALED
 SG0056* NAVD 88 ORTHO HEIGHT -   185.652 (meters)      609.09  (feet) ADJUSTED
 SG0056  ______________________________________________________________________
 SG0056  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 SG0056  DYNAMIC HEIGHT  -        185.681 (meters)      609.19  (feet) COMP
 SG0056  MODELED GRAVITY -    980,762.5   (mgal)                       NAVD 88
 SG0056
 SG0056  VERT ORDER      -  FIRST     CLASS II
 SG0056
 SG0056.The horizontal coordinates were scaled from a map and have
 SG0056.an estimated accuracy of +/- 6 seconds.
 SG0056
 SG0056.The orthometric height was determined by differential leveling and
 SG0056.adjusted by the NATIONAL GEODETIC SURVEY
 SG0056.in June 1991.
 SG0056
 SG0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0056.GEOID18 height accuracy estimate available here.
 SG0056
 SG0056.Click photographs - Photos may exist for this station.
 SG0056
 SG0056.The dynamic height is computed by dividing the NAVD 88
 SG0056.geopotential number by the normal gravity value computed on the
 SG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0056.degrees latitude (g = 980.6199 gals.).
 SG0056
 SG0056.The modeled gravity was interpolated from observed gravity values.
 SG0056
 SG0056;                    North         East    Units  Estimated Accuracy
 SG0056;SPC MI N     -   261,550.    7,880,920.      MT  (+/- 180 meters Scaled)
 SG0056
 SG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT809203(NAD 83)
 SG0056
 SG0056                          SUPERSEDED SURVEY CONTROL
 SG0056
 SG0056  NGVD 29 (??/??/92)  185.663  (m)          609.13   (f) ADJ UNCH    1 2
 SG0056
 SG0056.Superseded values are not recommended for survey control.
 SG0056
 SG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0056.See file dsdata.pdf to determine how the superseded data were derived.
 SG0056
 SG0056_MARKER: Q = CHISELED SQUARE
 SG0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0056_SP_SET: WATER TABLE
 SG0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0056
 SG0056  HISTORY     - Date     Condition        Report By
 SG0056  HISTORY     - UNK      MONUMENTED       USACE
 SG0056  HISTORY     - 1934     GOOD             CGS
 SG0056  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0056
 SG0056                          STATION DESCRIPTION
 SG0056
 SG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0056'AT HANCOCK.
 SG0056'AT HANCOCK, HOUGHTON COUNTY, IN THE SECTION OF THE CITY KNOWN AS
 SG0056'RIPLEY, ON PORTAGE LAKE, AT THE HOUGHTON COUNTY ROAD COMMISSION BRICK
 SG0056'OFFICE BUILDING, AT THE EXTREME SOUTHWEST CORNER OF THE SANDSTONE
 SG0056'WATER TABLE, AND ON THE CENTER OF THE BEVEL.  A CHISELED CUT.
 SG0056
 SG0056                          STATION RECOVERY (1996)
 SG0056
 SG0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0056'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0321 ***********************************************************************
 PK0321  DESIGNATION -  2
 PK0321  PID         -  PK0321
 PK0321  STATE/COUNTY-  MI/ARENAC
 PK0321  COUNTRY     -  US
 PK0321  USGS QUAD   -  PRESCOTT (2017)
 PK0321
 PK0321                         *CURRENT SURVEY CONTROL
 PK0321  ______________________________________________________________________
 PK0321* NAD 83(1994) POSITION- 44 08 49.54671(N) 083 52 42.56357(W)   NO CHECK
 PK0321* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) VERTCON3
 PK0321  ______________________________________________________________________
 PK0321  GEOID HEIGHT    -        -35.152 (meters)                     GEOID18
 PK0321  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 PK0321  HORZ ORDER      -  SECOND
 PK0321
 PK0321.The horizontal coordinates were established by classical geodetic methods
 PK0321.and adjusted by the National Geodetic Survey in February 1997.
 PK0321
 PK0321.No horizontal observational check was made to the station.
 PK0321
 PK0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0321
 PK0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0321.GEOID18 height accuracy estimate available here.
 PK0321
 PK0321.Click photographs - Photos may exist for this station.
 PK0321
 PK0321.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0321
 PK0321. The following values were computed from the NAD 83(1994) position.
 PK0321
 PK0321;                    North         East     Units Scale Factor Converg.
 PK0321;SPC MI C     -    92,397.243 6,039,058.032   MT  1.00000850   +0 20 41.5
 PK0321;SPC MI C     -   303,140.56 19,813,182.52   iFT  1.00000850   +0 20 41.5
 PK0321;UTM  17      - 4,892,240.208   269,787.548   MT  1.00025185   -2 00 20.7
 PK0321
 PK0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0321!SPC MI C     -   0.99996932  x   1.00000850  =   0.99997782
 PK0321!UTM  17      -   0.99996932  x   1.00025185  =   1.00022116
 PK0321
 PK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6978792240(NAD 83)
 PK0321
 PK0321                          SUPERSEDED SURVEY CONTROL
 PK0321
 PK0321  NAD 83(1986)-  44 08 49.53749(N)    083 52 42.57674(W) AD(       ) 2
 PK0321  NAD 27      -  44 08 49.46528(N)    083 52 42.61319(W) AD(       ) 2
 PK0321  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 PK0321
 PK0321.Superseded values are not recommended for survey control.
 PK0321
 PK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0321.See file dsdata.pdf to determine how the superseded data were derived.
 PK0321
 PK0321_MARKER: DD = SURVEY DISK
 PK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0321_STAMPING: ET 2 HK 1965
 PK0321_MARK LOGO: USGS
 PK0321_PROJECTION: FLUSH
 PK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0321+STABILITY: SURFACE MOTION
 PK0321
 PK0321  HISTORY     - Date     Condition        Report By
 PK0321  HISTORY     - 1965     MONUMENTED       USGS
 PK0321  HISTORY     - 1981     GOOD             CGS
 PK0321  HISTORY     - 20010811 POOR             USPSQD
 PK0321
 PK0321                          STATION DESCRIPTION
 PK0321
 PK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1981 (DCF)
 PK0321'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF OMER,
 PK0321'6.4 KM (4 MI) NORTHWEST OF TWINING, 4.0 KM (2-1/2 MI) EAST
 PK0321'OF MAPLE RIDGE, AND IN THE SW1/4,S9,T20N,R5E OF MASON
 PK0321'TOWNSHIP.
 PK0321'OWNERSHIP--MR. DAVID CARD, 2179 BLACK ROAD, MAPLE RIDGE MI
 PK0321'48604, TELEPHONE NUMBER 517-873-4663.
 PK0321'
 PK0321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65
 PK0321'AND MAIN STREET, IN THE CENTER OF THE SMALL COMMUNITY OF
 PK0321'TWINING, GO NORTH ON HIGHWAY 65 FOR 3.2 KM (2.0 MI) TO A
 PK0321'PAVED CROSSROAD (MAPLE RIDGE ROAD).  TURN LEFT AND GO WEST
 PK0321'ON THE PAVED ROAD FOR 4.0 KM (2.5 MI) TO A GRAVEL ROAD ON
 PK0321'THE RIGHT (WILLIAMS ROAD).  CONTINUE WEST ON THE PAVED ROAD
 PK0321'FOR 0.6 KM (0.35 MI) TO A SMALL CLEARING ON THE LEFT AND
 PK0321'HORIZONTAL CONTROL STATION MAPLE.  CONTINUE WEST ON THE PAVED
 PK0321'ROAD FOR 1.1 KM (0.7 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 PK0321'NORTH ON THE DIRT ROAD (BLACK ROAD) FOR 0.6 KM (0.4 MI) TO
 PK0321'THE STATION ON THE LEFT.
 PK0321'
 PK0321'THE STATION IS A STANDARD USGS TRAVERSE DISK
 PK0321'STAMPED---ET 2 HK 1965---,
 PK0321'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 PK0321'FLUSH WITH GROUND.  IT IS LOCATED
 PK0321'34.14 METERS (112.0 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 PK0321'OF A HOUSE,
 PK0321'25.91 METERS (85.0 FT) SOUTH FROM A DRIVEWAY LEADING TO A METAL
 PK0321'BARN,
 PK0321'8.53 METERS (28.0 FT) WEST FROM THE CENTER OF A DIRT ROAD, AND
 PK0321'4.57 METERS (15.0 FT) NORTH FROM A TELEPHONE JUNCTION BOX.
 PK0321'
 PK0321'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PK0321'
 PK0321'DESCRIBED BY G.M. RIVERS.
 PK0321
 PK0321                          STATION RECOVERY (2001)
 PK0321
 PK0321'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0321'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0269 ***********************************************************************
 QJ0269  DESIGNATION -  2
 QJ0269  PID         -  QJ0269
 QJ0269  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0269  COUNTRY     -  US
 QJ0269  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0269
 QJ0269                         *CURRENT SURVEY CONTROL
 QJ0269  ______________________________________________________________________
 QJ0269* NAD 83(1994) POSITION- 45 20 16.52344(N) 083 29 26.31393(W)   ADJUSTED
 QJ0269* NAVD 88 ORTHO HEIGHT -   179.3   (meters)      588.    (feet) VERTCON3
 QJ0269  ______________________________________________________________________
 QJ0269  GEOID HEIGHT    -        -36.951 (meters)                     GEOID18
 QJ0269  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 QJ0269  HORZ ORDER      -  THIRD
 QJ0269
 QJ0269.The horizontal coordinates were established by classical geodetic methods
 QJ0269.and adjusted by the National Geodetic Survey in February 1997.
 QJ0269
 QJ0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0269
 QJ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0269.GEOID18 height accuracy estimate available here.
 QJ0269
 QJ0269.Click photographs - Photos may exist for this station.
 QJ0269
 QJ0269.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0269
 QJ0269. The following values were computed from the NAD 83(1994) position.
 QJ0269
 QJ0269;                    North         East     Units Scale Factor Converg.
 QJ0269;SPC MI C     -   224,974.822 6,068,658.795   MT  0.99993639   +0 37 07.8
 QJ0269;SPC MI C     -   738,106.37 19,910,297.88   iFT  0.99993639   +0 37 07.8
 QJ0269;UTM  17      - 5,023,508.221   304,857.193   MT  1.00006823   -1 46 19.4
 QJ0269
 QJ0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0269!SPC MI C     -   0.99997768  x   0.99993639  =   0.99991408
 QJ0269!UTM  17      -   0.99997768  x   1.00006823  =   1.00004591
 QJ0269
 QJ0269:                Primary Azimuth Mark                     Grid Az
 QJ0269:SPC MI C     -  H 22 MI 79                               065 21 25.3
 QJ0269:UTM  17      -  H 22 MI 79                               067 44 52.5
 QJ0269
 QJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0485723508(NAD 83)
 QJ0269
 QJ0269|---------------------------------------------------------------------|
 QJ0269| PID    Reference Object                     Distance      Geod. Az  |
 QJ0269|                                                           dddmmss.s |
 QJ0269| QJ0259 H 22 MI 79                          APPROX. 1.1 KM 0655833.1 |
 QJ0269| QJ0268 PRESQUE ISLE F RGE LT                26.529 METERS 09347     |
 QJ0269| QJ0267 2 USE PTA                            39.995 METERS 11742     |
 QJ0269| QJ0270 PRESQUE ISLE R RGE LT               210.142 METERS 27352     |
 QJ0269|---------------------------------------------------------------------|
 QJ0269
 QJ0269                          SUPERSEDED SURVEY CONTROL
 QJ0269
 QJ0269  NAD 83(1986)-  45 20 16.51734(N)    083 29 26.31517(W) AD(       ) 3
 QJ0269  NAD 27      -  45 20 16.46595(N)    083 29 26.38052(W) AD(       ) 3
 QJ0269  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 QJ0269
 QJ0269.Superseded values are not recommended for survey control.
 QJ0269
 QJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0269.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0269
 QJ0269_MARKER: DD = SURVEY DISK
 QJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0269_STAMPING: 2
 QJ0269_MARK LOGO: USACE
 QJ0269_PROJECTION: FLUSH
 QJ0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0269+STABILITY: SURFACE MOTION
 QJ0269
 QJ0269  HISTORY     - Date     Condition        Report By
 QJ0269  HISTORY     - UNK      MONUMENTED       USACE
 QJ0269  HISTORY     - 1980     GOOD             NGS
 QJ0269  HISTORY     - 19971011 GOOD             USPSQD
 QJ0269  HISTORY     - 19990816 GOOD             USPSQD
 QJ0269  HISTORY     - 20040809 GOOD             USPSQD
 QJ0269
 QJ0269                          STATION DESCRIPTION
 QJ0269
 QJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RHH)
 QJ0269'THE STATION IS LOCATED ON LAKE HURON SHORELINE ALONG
 QJ0269'THE WEST SHORELINE OF PRESQUE ISLE HARBOR BETWEEN THE FRONT
 QJ0269'AND REAR RANGE LIGHTS OF THE HARBOR.
 QJ0269'
 QJ0269'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE GO NORTH
 QJ0269'ON GRAND LAKE ROAD FOR 3.5 KILOMETERS (2.2 MILES) TO THE
 QJ0269'AREA OF THE STATION ON THE LEFT NEAR THE SPENCER RESIDENCE,
 QJ0269'HOUSE NUMBER 5780.
 QJ0269'
 QJ0269'THE STATION IS A STANDARD USE DISK
 QJ0269'STAMPED---2---,
 QJ0269'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20.3 CM ON A SIDE
 QJ0269'FLUSH WITH GROUND.  IT IS LOCATED
 QJ0269'25.4 METERS (83.3 FT) WEST FROM THE FRONT RANGE LIGHT AT PRESQUE
 QJ0269'ISLE HARBOR,
 QJ0269'1.03 METERS (3.4 FT) NORTH FROM A CONCRETE SIDEWALKS NORTH EDGE.
 QJ0269'
 QJ0269'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.42 METERS.
 QJ0269'
 QJ0269'DESCRIBED BY T KUCHCIAK.
 QJ0269
 QJ0269                          STATION RECOVERY (1997)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0269'RECOVERED IN GOOD CONDITION.
 QJ0269
 QJ0269                          STATION RECOVERY (1999)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0269'RECOVERED IN GOOD CONDITION.
 QJ0269
 QJ0269                          STATION RECOVERY (2004)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI1019 ***********************************************************************
 AI1019  DESIGNATION -  2
 AI1019  PID         -  AI1019
 AI1019  STATE/COUNTY-  MI/CHARLEVOIX
 AI1019  COUNTRY     -  US
 AI1019  USGS QUAD   -  CHARLEVOIX (2017)
 AI1019
 AI1019                         *CURRENT SURVEY CONTROL
 AI1019  ______________________________________________________________________
 AI1019* NAD 83(2011) POSITION- 45 19 05.72106(N) 085 15 30.59237(W)   ADJUSTED
 AI1019* NAD 83(2011) ELLIP HT-   147.490 (meters)        (06/27/12)   ADJUSTED
 AI1019* NAD 83(2011) EPOCH   -  2010.00
 AI1019* NAVD 88 ORTHO HEIGHT -   182.6   (meters)      599.    (feet) GPS OBS
 AI1019  ______________________________________________________________________
 AI1019  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1019  GEOID HEIGHT    -        -35.051 (meters)                     GEOID96
 AI1019  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 AI1019  NAD 83(2011) X  -    371,361.383 (meters)                     COMP
 AI1019  NAD 83(2011) Y  - -4,477,240.617 (meters)                     COMP
 AI1019  NAD 83(2011) Z  -  4,512,393.580 (meters)                     COMP
 AI1019  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 AI1019
 AI1019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1019  Standards:
 AI1019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1019  -------------------------------------------------------------------
 AI1019  NETWORK    0.85   0.84           0.40   0.27   0.43     -0.01097371
 AI1019  -------------------------------------------------------------------
 AI1019  Click here for local accuracies and other accuracy information.
 AI1019
 AI1019.The horizontal coordinates were established by GPS observations
 AI1019.and adjusted by the National Geodetic Survey in June 2012.
 AI1019
 AI1019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1019.been affixed to the stable North American tectonic plate. See 
 AI1019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1019
 AI1019.The horizontal coordinates are valid at the epoch date displayed above
 AI1019.which is a decimal equivalence of Year/Month/Day.
 AI1019
 AI1019.The orthometric height was determined by GPS observations and a
 AI1019.high-resolution geoid model.
 AI1019
 AI1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1019.GEOID18 height accuracy estimate available here.
 AI1019
 AI1019.Click photographs - Photos may exist for this station.
 AI1019
 AI1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1019
 AI1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1019
 AI1019.The ellipsoidal height was determined by GPS observations
 AI1019.and is referenced to NAD 83.
 AI1019
 AI1019. The following values were computed from the NAD 83(2011) position.
 AI1019
 AI1019;                    North         East     Units Scale Factor Converg.
 AI1019;SPC MI C     -   222,802.807 5,930,078.317   MT  0.99993409   -0 37 48.0
 AI1019;SPC MI C     -   730,980.34 19,455,637.52   iFT  0.99993409   -0 37 48.0
 AI1019;UTM  16      - 5,019,780.738   636,494.827   MT  0.99982907   +1 14 18.4
 AI1019
 AI1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1019!SPC MI C     -   0.99997688  x   0.99993409  =   0.99991097
 AI1019!UTM  16      -   0.99997688  x   0.99982907  =   0.99980595
 AI1019
 AI1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3649419780(NAD 83)
 AI1019
 AI1019                          SUPERSEDED SURVEY CONTROL
 AI1019
 AI1019  NAD 83(2007)-  45 19 05.72126(N)    085 15 30.59346(W) AD(2002.00) 0
 AI1019  ELLIP H (02/10/07)  147.530  (m)                       GP(2002.00)    
 AI1019  ELLIP H (07/12/02)  147.546  (m)                       GP(       ) 4 1
 AI1019  NAD 83(1994)-  45 19 05.72068(N)    085 15 30.59344(W) AD(       ) 1
 AI1019  ELLIP H (08/16/99)  147.541  (m)                       GP(       ) 3 2
 AI1019
 AI1019.Superseded values are not recommended for survey control.
 AI1019
 AI1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1019.See file dsdata.pdf to determine how the superseded data were derived.
 AI1019
 AI1019_MARKER: DD = SURVEY DISK
 AI1019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1019_STAMPING: 2-1998
 AI1019_MARK LOGO: WADTRI
 AI1019_PROJECTION: RECESSED 10 CENTIMETERS
 AI1019_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1019+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1019_ROD/PIPE-DEPTH: 10 meters
 AI1019_SLEEVE-DEPTH  : 10 meters
 AI1019
 AI1019  HISTORY     - Date     Condition        Report By
 AI1019  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1019
 AI1019                          STATION DESCRIPTION
 AI1019
 AI1019'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1019'DESCRIBED BY WADE-TRIM 1998 FROM CENTERLINE OF DRAWBRIDGE IN TOWN OF
 AI1019'CHARLEVOIX, 240.8O SOUTH ON 31, STATION ON LEFT, 54.70 FT EAST OF
 AI1019'CENTERLINE 31, 33.10 FT SE OF FACE OF BASE LAMP POST IN SE QUAD FERRY
 AI1019'ENTRANCE DRIVE., 28.25 FT SW OF END OF FENCE, 68.10 FT NW OF FACE OF
 AI1019'12 INCH STEEL 9 FOOT HIGH VENT PIPE, 42.05 FT SW OF BASE OF FACE LAMP
 AI1019'POLE. ALUM ROD WITH DISK DRIVEN 6 FEET INTO GROUND. THIS POINT IS
 AI1019'POSITIONED ON TOP OF AN UNDERGROOUND BLD, SEEMS HORIZONTALLY AND
 AI1019'VERTICALLY STABLE. STAMPED NO. 2-1998 ON RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6771 ***********************************************************************
 AA6771  DESIGNATION -  2 1
 AA6771  PID         -  AA6771
 AA6771  STATE/COUNTY-  MI/WAYNE
 AA6771  COUNTRY     -  US
 AA6771  USGS QUAD   -  NORTHVILLE (2017)
 AA6771
 AA6771                         *CURRENT SURVEY CONTROL
 AA6771  ______________________________________________________________________
 AA6771* NAD 83(2011) POSITION- 42 25 58.60051(N) 083 25 59.51544(W)   ADJUSTED
 AA6771* NAD 83(2011) ELLIP HT-   215.196 (meters)        (06/27/12)   ADJUSTED
 AA6771* NAD 83(2011) EPOCH   -  2010.00
 AA6771* NAVD 88 ORTHO HEIGHT -   249.1   (meters)      817.    (feet) GPS OBS
 AA6771  ______________________________________________________________________
 AA6771  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6771  GEOID HEIGHT    -         -33.84 (meters)                     GEOID93
 AA6771  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 AA6771  NAD 83(2011) X  -    539,196.876 (meters)                     COMP
 AA6771  NAD 83(2011) Y  - -4,683,911.155 (meters)                     COMP
 AA6771  NAD 83(2011) Z  -  4,281,365.247 (meters)                     COMP
 AA6771  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 AA6771
 AA6771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6771  Standards:
 AA6771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6771  -------------------------------------------------------------------
 AA6771  NETWORK    0.67   0.71           0.30   0.24   0.36      0.06886598
 AA6771  -------------------------------------------------------------------
 AA6771  Click here for local accuracies and other accuracy information.
 AA6771
 AA6771.The horizontal coordinates were established by GPS observations
 AA6771.and adjusted by the National Geodetic Survey in June 2012.
 AA6771
 AA6771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6771.been affixed to the stable North American tectonic plate. See 
 AA6771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6771
 AA6771.The horizontal coordinates are valid at the epoch date displayed above
 AA6771.which is a decimal equivalence of Year/Month/Day.
 AA6771
 AA6771.The orthometric height was determined by GPS observations and a
 AA6771.high-resolution geoid model.
 AA6771
 AA6771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6771.GEOID18 height accuracy estimate available here.
 AA6771
 AA6771.Click photographs - Photos may exist for this station.
 AA6771
 AA6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6771
 AA6771.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6771
 AA6771.The ellipsoidal height was determined by GPS observations
 AA6771.and is referenced to NAD 83.
 AA6771
 AA6771. The following values were computed from the NAD 83(2011) position.
 AA6771
 AA6771;                    North         East     Units Scale Factor Converg.
 AA6771;SPC MI S     -   104,055.077 4,076,805.725   MT  0.99993781   +0 38 06.9
 AA6771;SPC MI S     -   341,388.05 13,375,346.87   iFT  0.99993781   +0 38 06.9
 AA6771;UTM  17      - 4,700,715.762   299,854.498   MT  1.00009289   -1 38 32.2
 AA6771
 AA6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6771!SPC MI S     -   0.99996625  x   0.99993781  =   0.99990406
 AA6771!UTM  17      -   0.99996625  x   1.00009289  =   1.00005914
 AA6771
 AA6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9985400715(NAD 83)
 AA6771
 AA6771                          SUPERSEDED SURVEY CONTROL
 AA6771
 AA6771  NAD 83(2007)-  42 25 58.60058(N)    083 25 59.51632(W) AD(2002.00) 0
 AA6771  ELLIP H (02/10/07)  215.189  (m)                       GP(2002.00)    
 AA6771  ELLIP H (07/12/02)  215.212  (m)                       GP(       ) 4 1
 AA6771  NAD 83(1994)-  42 25 58.60052(N)    083 25 59.51587(W) AD(       ) 1
 AA6771  ELLIP H (02/03/97)  215.274  (m)                       GP(       ) 4 1
 AA6771  NAD 83(1986)-  42 25 58.60468(N)    083 25 59.54474(W) AD(       ) 1
 AA6771
 AA6771.Superseded values are not recommended for survey control.
 AA6771
 AA6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6771.See file dsdata.pdf to determine how the superseded data were derived.
 AA6771
 AA6771_MARKER: DD = SURVEY DISK
 AA6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6771_STAMPING: 2-1 1994
 AA6771_MARK LOGO: MI-163
 AA6771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6771+STABILITY: SURFACE MOTION
 AA6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6771+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 AA6771
 AA6771  HISTORY     - Date     Condition        Report By
 AA6771  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6771  HISTORY     - 20010806 GOOD             NGS
 AA6771  HISTORY     - 20010815 GOOD             NGS
 AA6771  HISTORY     - 20021212 GOOD             INDIV
 AA6771  HISTORY     - 20031125 GOOD             INDIV
 AA6771  HISTORY     - 20051216 GOOD             INDIV
 AA6771  HISTORY     - 20061122 GOOD             INDIV
 AA6771  HISTORY     - 20071002 GOOD             INDIV
 AA6771
 AA6771                          STATION DESCRIPTION
 AA6771
 AA6771'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6771'STATION IS LOCATED APPROXIMATELY 2.0 MILESEAST OF NORTHVILLE, MICHIGAN
 AA6771'ON HAGGERTY ROAD ABOUT 1/2 MILES SOUTH OF EIGHT MILE ROAD IN LIVONIA
 AA6771'TOWNSHIP. TO REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND EIGHT
 AA6771'MILE ROAD (EXIT 167) PROCEED WEST FROM THE INTERSECTION 0.20 MILESON
 AA6771'EIGHT MILE ROAD TO HAGGERTY ROAD THENCE GO SOUTH ON HAGGERTY FOR 0.40
 AA6771'MILESTO THE SOUTHERLY MOST ENTRANCE TO 'TARGET' STORE  AND THE
 AA6771'MONUMENT ON THE LEFT. THE STATION IS A BRASS 'WAYNE COUNTY
 AA6771'REMONUMENTATION' CAP SET IN A CONCRETE MONUMENT 12 INCHES IN DIAMETER
 AA6771'FLUSH WITH THE SURFACE OF THE GROUND.  THE CENTERLINE OF HAGGERTY ROAD
 AA6771'IS N 90 W, 52.55 FEET,  THE CENTERLINE OF THE 'TARGET' DRIVEWAY  IS N
 AA6771'0 W, 179.80 FEET,  A FIRE HYDRANT IS S 30 W, 20.31 FEET,  THE FACE OF
 AA6771'A BRICK BUILDING IS N 90 E, 53.40 FEET.
 AA6771
 AA6771                          STATION RECOVERY (2001)
 AA6771
 AA6771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6771'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6771
 AA6771                          STATION RECOVERY (2001)
 AA6771
 AA6771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6771'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6771
 AA6771                          STATION RECOVERY (2002)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2003)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2005)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2006)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2007)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6766 ***********************************************************************
 AA6766  DESIGNATION -  2 2
 AA6766  PID         -  AA6766
 AA6766  STATE/COUNTY-  MI/WAYNE
 AA6766  COUNTRY     -  US
 AA6766  USGS QUAD   -  REDFORD (2017)
 AA6766
 AA6766                         *CURRENT SURVEY CONTROL
 AA6766  ______________________________________________________________________
 AA6766* NAD 83(2011) POSITION- 42 25 16.26436(N) 083 18 57.91475(W)   ADJUSTED
 AA6766* NAD 83(2011) ELLIP HT-   159.566 (meters)        (06/27/12)   ADJUSTED
 AA6766* NAD 83(2011) EPOCH   -  2010.00
 AA6766* NAVD 88 ORTHO HEIGHT -   193.6   (meters)      635.    (feet) GPS OBS
 AA6766  ______________________________________________________________________
 AA6766  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6766  GEOID HEIGHT    -         -34.03 (meters)                     GEOID93
 AA6766  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 AA6766  NAD 83(2011) X  -    548,867.355 (meters)                     COMP
 AA6766  NAD 83(2011) Y  - -4,683,633.830 (meters)                     COMP
 AA6766  NAD 83(2011) Z  -  4,280,363.442 (meters)                     COMP
 AA6766  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 AA6766
 AA6766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6766  Standards:
 AA6766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6766  -------------------------------------------------------------------
 AA6766  NETWORK    0.77   0.80           0.36   0.25   0.41     -0.04132080
 AA6766  -------------------------------------------------------------------
 AA6766  Click here for local accuracies and other accuracy information.
 AA6766
 AA6766.The horizontal coordinates were established by GPS observations
 AA6766.and adjusted by the National Geodetic Survey in June 2012.
 AA6766
 AA6766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6766.been affixed to the stable North American tectonic plate. See 
 AA6766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6766
 AA6766.The horizontal coordinates are valid at the epoch date displayed above
 AA6766.which is a decimal equivalence of Year/Month/Day.
 AA6766
 AA6766.The orthometric height was determined by GPS observations and a
 AA6766.high-resolution geoid model.
 AA6766
 AA6766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6766.GEOID18 height accuracy estimate available here.
 AA6766
 AA6766.Click photographs - Photos may exist for this station.
 AA6766
 AA6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6766
 AA6766.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6766
 AA6766.The ellipsoidal height was determined by GPS observations
 AA6766.and is referenced to NAD 83.
 AA6766
 AA6766. The following values were computed from the NAD 83(2011) position.
 AA6766
 AA6766;                    North         East     Units Scale Factor Converg.
 AA6766;SPC MI S     -   102,862.472 4,086,457.468   MT  0.99993944   +0 42 53.8
 AA6766;SPC MI S     -   337,475.30 13,407,012.69   iFT  0.99993944   +0 42 53.8
 AA6766;UTM  17      - 4,699,140.311   309,452.477   MT  1.00004675   -1 33 46.2
 AA6766
 AA6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6766!SPC MI S     -   0.99997498  x   0.99993944  =   0.99991442
 AA6766!UTM  17      -   0.99997498  x   1.00004675  =   1.00002172
 AA6766
 AA6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0945299140(NAD 83)
 AA6766
 AA6766                          SUPERSEDED SURVEY CONTROL
 AA6766
 AA6766  NAD 83(2007)-  42 25 16.26445(N)    083 18 57.91565(W) AD(2002.00) 0
 AA6766  ELLIP H (02/10/07)  159.559  (m)                       GP(2002.00)    
 AA6766  ELLIP H (07/12/02)  159.585  (m)                       GP(       ) 4 1
 AA6766  NAD 83(1994)-  42 25 16.26441(N)    083 18 57.91536(W) AD(       ) 1
 AA6766  ELLIP H (02/03/97)  159.635  (m)                       GP(       ) 4 1
 AA6766  NAD 83(1986)-  42 25 16.26889(N)    083 18 57.94536(W) AD(       ) 1
 AA6766
 AA6766.Superseded values are not recommended for survey control.
 AA6766
 AA6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6766.See file dsdata.pdf to determine how the superseded data were derived.
 AA6766
 AA6766_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6766_STAMPING: 2-2 1994
 AA6766_MARK LOGO: MI-163
 AA6766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6766+STABILITY: SURFACE MOTION
 AA6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6766+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6766
 AA6766  HISTORY     - Date     Condition        Report By
 AA6766  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6766
 AA6766                          STATION DESCRIPTION
 AA6766
 AA6766'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6766'STATION IS LOCATED 8 MILESEAST OF NORTHVILLE, MICHIGAN APPROXIMATELY
 AA6766'1/4 MILE SOUTH OF SEVEN MILE ROAD ON INKSTER ROAD. TO REACH FROM THE
 AA6766'INTERSECTION OF INTERSTATE I-96 AND INKSTER ROAD (EXIT 177) PROCEED
 AA6766'NORTH FROM THE INTERSECTION ON INKSTER ROAD FOR 2.55 MILESTO HOUSE NO.
 AA6766'18249 AND THE STATION ON THE LEFT. THE STATION IS A BRASS 'WAYNE
 AA6766'COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6766'MONUMENT SET FLUSH WITH THE GROUND.  THE CENTERLINE OF INKSTER ROAD IS
 AA6766'N 90 E, 40.71 FEET,  A LIGHT POLE IS N 5 W, 5.95 FEET,  THE NORTHEAST
 AA6766'CORNER OF HOUSE 18249 IS S 70 W, 65.35 FEET,  A 42 INCH QUAD MAPLE
 AA6766'TREE IS N 70 E, 71.51 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6778 ***********************************************************************
 AA6778  DESIGNATION -  2 3
 AA6778  PID         -  AA6778
 AA6778  STATE/COUNTY-  MI/WAYNE
 AA6778  COUNTRY     -  US
 AA6778  USGS QUAD   -  NORTHVILLE (2017)
 AA6778
 AA6778                         *CURRENT SURVEY CONTROL
 AA6778  ______________________________________________________________________
 AA6778* NAD 83(2011) POSITION- 42 23 22.89095(N) 083 22 31.58363(W)   ADJUSTED
 AA6778* NAD 83(2011) ELLIP HT-   168.937 (meters)        (06/27/12)   ADJUSTED
 AA6778* NAD 83(2011) EPOCH   -  2010.00
 AA6778* NAVD 88 ORTHO HEIGHT -   203.0   (meters)      666.    (feet) GPS OBS
 AA6778  ______________________________________________________________________
 AA6778  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6778  GEOID HEIGHT    -         -33.98 (meters)                     GEOID93
 AA6778  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 AA6778  NAD 83(2011) X  -    544,288.264 (meters)                     COMP
 AA6778  NAD 83(2011) Y  - -4,686,550.183 (meters)                     COMP
 AA6778  NAD 83(2011) Z  -  4,277,786.628 (meters)                     COMP
 AA6778  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AA6778
 AA6778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6778  Standards:
 AA6778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6778  -------------------------------------------------------------------
 AA6778  NETWORK    0.97   1.00           0.46   0.30   0.51     -0.02933983
 AA6778  -------------------------------------------------------------------
 AA6778  Click here for local accuracies and other accuracy information.
 AA6778
 AA6778.The horizontal coordinates were established by GPS observations
 AA6778.and adjusted by the National Geodetic Survey in June 2012.
 AA6778
 AA6778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6778.been affixed to the stable North American tectonic plate. See 
 AA6778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6778
 AA6778.The horizontal coordinates are valid at the epoch date displayed above
 AA6778.which is a decimal equivalence of Year/Month/Day.
 AA6778
 AA6778.The orthometric height was determined by GPS observations and a
 AA6778.high-resolution geoid model.
 AA6778
 AA6778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6778.GEOID18 height accuracy estimate available here.
 AA6778
 AA6778.Click photographs - Photos may exist for this station.
 AA6778
 AA6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6778
 AA6778.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6778
 AA6778.The ellipsoidal height was determined by GPS observations
 AA6778.and is referenced to NAD 83.
 AA6778
 AA6778. The following values were computed from the NAD 83(2011) position.
 AA6778
 AA6778;                    North         East     Units Scale Factor Converg.
 AA6778;SPC MI S     -    99,305.455 4,081,614.469   MT  0.99994401   +0 40 28.4
 AA6778;SPC MI S     -   325,805.30 13,391,123.59   iFT  0.99994401   +0 40 28.4
 AA6778;UTM  17      - 4,695,778.139   304,471.387   MT  1.00007041   -1 36 07.0
 AA6778
 AA6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6778!SPC MI S     -   0.99997351  x   0.99994401  =   0.99991752
 AA6778!UTM  17      -   0.99997351  x   1.00007041  =   1.00004391
 AA6778
 AA6778:                Primary Azimuth Mark                     Grid Az
 AA6778:SPC MI S     -  90 38                                    155 01 05.2
 AA6778:UTM  17      -  90 38                                    157 17 40.6
 AA6778
 AA6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0447195778(NAD 83)
 AA6778
 AA6778|---------------------------------------------------------------------|
 AA6778| PID    Reference Object                     Distance      Geod. Az  |
 AA6778|                                                           dddmmss.s |
 AA6778| AA6777 90 38                               APPROX. 0.5 KM 1554133.6 |
 AA6778|---------------------------------------------------------------------|
 AA6778
 AA6778                          SUPERSEDED SURVEY CONTROL
 AA6778
 AA6778  NAD 83(2007)-  42 23 22.89101(N)    083 22 31.58451(W) AD(2002.00) 0
 AA6778  ELLIP H (02/10/07)  168.929  (m)                       GP(2002.00)    
 AA6778  ELLIP H (07/12/02)  168.953  (m)                       GP(       ) 4 1
 AA6778  NAD 83(1994)-  42 23 22.89093(N)    083 22 31.58415(W) AD(       ) 1
 AA6778  ELLIP H (02/03/97)  169.008  (m)                       GP(       ) 4 1
 AA6778  NAD 83(1986)-  42 23 22.89538(N)    083 22 31.61346(W) AD(       ) 1
 AA6778
 AA6778.Superseded values are not recommended for survey control.
 AA6778
 AA6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6778.See file dsdata.pdf to determine how the superseded data were derived.
 AA6778
 AA6778_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6778_STAMPING: 2-3 1994
 AA6778_MARK LOGO: MI-163
 AA6778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6778+STABILITY: SURFACE MOTION
 AA6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6778+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AA6778
 AA6778  HISTORY     - Date     Condition        Report By
 AA6778  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6778  HISTORY     - 20010806 GOOD             NGS
 AA6778  HISTORY     - 20010815 GOOD             NGS
 AA6778  HISTORY     - 20021212 GOOD             INDIV
 AA6778  HISTORY     - 20031215 GOOD             ROWEIN
 AA6778  HISTORY     - 20061113 GOOD             INDIV
 AA6778  HISTORY     - 20070917 GOOD             INDIV
 AA6778  HISTORY     - 20081208 GOOD             INDIV
 AA6778
 AA6778                          STATION DESCRIPTION
 AA6778
 AA6778'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6778'STATION IS LOCATED APPROXIMATELY 2.0 MILESNORTH AND 5.0 MILESEAST OF
 AA6778'PLYMOUTH, MICHIGAN ON FARMINGTON ROAD ABOUT 1/2 MILES SOUTH OF FIVE
 AA6778'MILE ROAD IN LIVONIA TOWNSHIP. TO REACH FROM THE INTERSECTION OF
 AA6778'INTERSTATE I-96 AND FARMINGTON ROAD (EXIT 174) PROCEED NORTH FROM THE
 AA6778'INTERSECTION 0.50 MILESON FARMINGTON ROAD TO LYNDON ROAD THENCE GO
 AA6778'WEST ON LYNDON FOR 0.13 MILESTO A PARKING LOT ENTRANCE ON THE SOUTH
 AA6778'SIDE OF LYNDON ROAD AND THE MONUMENT EAST OF THE PARKING LOT ENTRANCE.
 AA6778'THE STATION IS A BRASS 'WAYNE COUNTY REMONUMENTATION' CAP SET IN A
 AA6778'CONCRETE MONUMENT 12 INCHES IN DIAMETER SET 4 INCHES BELOW THE SURFACE
 AA6778'OF THE GROUND.  THE CENTERLINE OF EASTBOUND LYNDON IS N 0 W, 58.0
 AA6778'FEET, THE CENTERLINE OF THE PARKING LOT ENTRANCE IS N 90 W, 73.98
 AA6778'FEET,  A POWER POLE IS N 75 W, 32.95 FEET,  THE CENTERLINE OF A
 AA6778'MANHOLE IS N 50 E, 43.55 FEET.
 AA6778
 AA6778                          STATION RECOVERY (2001)
 AA6778
 AA6778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6778
 AA6778                          STATION RECOVERY (2001)
 AA6778
 AA6778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6778
 AA6778                          STATION RECOVERY (2002)
 AA6778
 AA6778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6778'RECOVERED IN GOOD CONDITION.
 AA6778
 AA6778                          STATION RECOVERY (2003)
 AA6778
 AA6778'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TH)
 AA6778'RECOVERED IN GOOD CONDITION.
 AA6778
 AA6778                          STATION RECOVERY (2006)
 AA6778
 AA6778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6778'RECOVERED IN GOOD CONDITION.
 AA6778
 AA6778                          STATION RECOVERY (2007)
 AA6778
 AA6778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6778'RECOVERED IN GOOD CONDITION.
 AA6778
 AA6778                          STATION RECOVERY (2008)
 AA6778
 AA6778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5199 ***********************************************************************
 DL5199  DESIGNATION -  2 DRL
 DL5199  PID         -  DL5199
 DL5199  STATE/COUNTY-  MI/INGHAM
 DL5199  COUNTRY     -  US
 DL5199  USGS QUAD   -  WILLIAMSTON (2017)
 DL5199
 DL5199                         *CURRENT SURVEY CONTROL
 DL5199  ______________________________________________________________________
 DL5199* NAD 83(1986) POSITION- 42 42 35.0    (N) 084 21 51.0    (W)   HD_HELD2
 DL5199* NAVD 88 ORTHO HEIGHT -   260.217 (meters)      853.73  (feet) ADJUSTED
 DL5199  ______________________________________________________________________
 DL5199  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 DL5199  DYNAMIC HEIGHT  -        260.146 (meters)      853.50  (feet) COMP
 DL5199  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 DL5199
 DL5199  VERT ORDER      -  FIRST     CLASS II
 DL5199
 DL5199.The horizontal coordinates were established by autonomous hand held GPS
 DL5199.observations and have an estimated accuracy of +/- 10 meters.
 DL5199
 DL5199.The orthometric height was determined by differential leveling and
 DL5199.adjusted by the NATIONAL GEODETIC SURVEY
 DL5199.in October 2009.
 DL5199
 DL5199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5199.GEOID18 height accuracy estimate available here.
 DL5199
 DL5199.Click photographs - Photos may exist for this station.
 DL5199
 DL5199.The dynamic height is computed by dividing the NAVD 88
 DL5199.geopotential number by the normal gravity value computed on the
 DL5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5199.degrees latitude (g = 980.6199 gals.).
 DL5199
 DL5199.The modeled gravity was interpolated from observed gravity values.
 DL5199
 DL5199;                    North         East    Units  Estimated Accuracy
 DL5199;SPC MI S     -   134,373.    4,000,205.      MT  (+/- 10 meters HH2 GPS)
 DL5199
 DL5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1585731949(NAD 83)
 DL5199
 DL5199                          SUPERSEDED SURVEY CONTROL
 DL5199
 DL5199.No superseded survey control is available for this station.
 DL5199
 DL5199_MARKER: DD = SURVEY DISK
 DL5199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5199_SP_SET: BRIDGE WING WALL
 DL5199_STAMPING: 2 DRL 1970
 DL5199_MARK LOGO: USGS
 DL5199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5199+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2022
 DL5199
 DL5199  HISTORY     - Date     Condition        Report By
 DL5199  HISTORY     - 1970     MONUMENTED       USGS
 DL5199  HISTORY     - 20080408 GOOD             COLEM
 DL5199  HISTORY     - 20111101 GOOD             GOUFRA
 DL5199  HISTORY     - 20221207 GOOD             SPICE
 DL5199
 DL5199                          STATION DESCRIPTION
 DL5199
 DL5199'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43(W GRAND
 DL5199'RIVER RD) WITH OKEMOS ROAD IN THE COMMUNITY OF OKEMOS, GO EAST ON
 DL5199'STATE HIGHWAY 43 (W GRAND RIVER RD) FOR 3.3 MI (5.3 KM) TO A BRIDGE
 DL5199'OVER THE RED CEDAR RIVER AND THE STATION ON THE LEFT.
 DL5199'
 DL5199'THE STATION IS A US DEPARTMENT OF INTERIOR DISK SET IN THE NORTH WING
 DL5199'WALL OF THE WEST ABUTMENT OF A BRIDGE OVER THE RED CEDAR RIVER.
 DL5199'
 DL5199'THE STATION IS 26.5 FT (8.1 M) NORTH OF THE CENTERLINE OF STATE
 DL5199'HIGHWAY 43 (W GRAND RIVER RD), AND 2 FT (0.6 M) NORTH OF THE EDGE OF
 DL5199'CURB.
 DL5199'
 DL5199'NOTE--THIS STATION IS NOT OBSERVABLE WITH GPS DUE TO TREES SURROUNDING
 DL5199'THE STATION.
 DL5199
 DL5199                          STATION RECOVERY (2011)
 DL5199
 DL5199'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 DL5199'IT IS 24.0 FT (7.3 M) WEST OF MERIDIAN ROAD NORTH SIGN.
 DL5199
 DL5199                          STATION RECOVERY (2022)
 DL5199
 DL5199'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (EB)
 DL5199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0188 ***********************************************************************
 QJ0188  DESIGNATION -  2 GEU
 QJ0188  PID         -  QJ0188
 QJ0188  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0188  COUNTRY     -  US
 QJ0188  USGS QUAD   -  MOLTKE (2017)
 QJ0188
 QJ0188                         *CURRENT SURVEY CONTROL
 QJ0188  ______________________________________________________________________
 QJ0188* NAD 83(1986) POSITION- 45 29 12.     (N) 083 55 44.     (W)   SCALED
 QJ0188* NAVD 88 ORTHO HEIGHT -   186.548 (meters)      612.03  (feet) ADJUSTED
 QJ0188  ______________________________________________________________________
 QJ0188  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 QJ0188  DYNAMIC HEIGHT  -        186.541 (meters)      612.01  (feet) COMP
 QJ0188  MODELED GRAVITY -    980,571.9   (mgal)                       NAVD 88
 QJ0188
 QJ0188  VERT ORDER      -  FIRST     CLASS II
 QJ0188
 QJ0188.The horizontal coordinates were scaled from a map and have
 QJ0188.an estimated accuracy of +/- 6 seconds.
 QJ0188
 QJ0188.The orthometric height was determined by differential leveling and
 QJ0188.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0188.in June 1991.
 QJ0188
 QJ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0188.GEOID18 height accuracy estimate available here.
 QJ0188
 QJ0188.Click photographs - Photos may exist for this station.
 QJ0188
 QJ0188.The dynamic height is computed by dividing the NAVD 88
 QJ0188.geopotential number by the normal gravity value computed on the
 QJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0188.degrees latitude (g = 980.6199 gals.).
 QJ0188
 QJ0188.The modeled gravity was interpolated from observed gravity values.
 QJ0188
 QJ0188;                    North         East    Units  Estimated Accuracy
 QJ0188;SPC MI C     -   241,230.    6,034,220.      MT  (+/- 180 meters Scaled)
 QJ0188
 QJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL711411(NAD 83)
 QJ0188
 QJ0188                          SUPERSEDED SURVEY CONTROL
 QJ0188
 QJ0188.No superseded survey control is available for this station.
 QJ0188
 QJ0188_MARKER: DD = SURVEY DISK
 QJ0188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0188_SP_SET: HEADWALL OF BRIDGE
 QJ0188_STAMPING: 2 GEU 1971
 QJ0188_MARK LOGO: USGS
 QJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0188+STABILITY: SURFACE MOTION
 QJ0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0188+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 QJ0188
 QJ0188  HISTORY     - Date     Condition        Report By
 QJ0188  HISTORY     - 1971     MONUMENTED       USGS
 QJ0188  HISTORY     - 1983     GOOD             NGS
 QJ0188  HISTORY     - 20040810 GOOD             USPSQD
 QJ0188
 QJ0188                          STATION DESCRIPTION
 QJ0188
 QJ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0188'12.1 KM (7.55 MI) NW FROM ROGERS CITY.
 QJ0188'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0188'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 0.4 KM (6.45 MI)
 QJ0188'NORTHWEST ALONG HIGHWAY 23, AT A LARGE CULVERT, A U.S. DEPARTMENT OF
 QJ0188'INTERIOR GEOLOGICAL SURVEY DISK SET IN THE NORTHEAST CORNER OF THE
 QJ0188'WEST ABUTMENT, ABOUT 2.74 METERS (9.0 FT) BELOW THE HIGHWAY,
 QJ0188'0.76 METER (2.5 FT) BELOW THE HEADWALL, 10.24 METERS (33.6 FT) NORTH
 QJ0188'OF THE CENTERLINE OF HIGHWAY 23, 0.9 METER (3.0 FT) NORTH OF THE NORTH
 QJ0188'FACE OF THE NORTH HEADWALL, 0.24 METER (0.8 FT) WEST OF THE EAST FACE
 QJ0188'OF THE WEST ABUTMENT, AND 0.15 METER (0.5 FT) SOUTH OF THE NORTH EDGE
 QJ0188'OF THE WEST ABUTMENT.
 QJ0188
 QJ0188                          STATION RECOVERY (2004)
 QJ0188
 QJ0188'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0027 ***********************************************************************
 NE0027  DESIGNATION -  20
 NE0027  PID         -  NE0027
 NE0027  STATE/COUNTY-  MI/ST CLAIR
 NE0027  COUNTRY     -  US
 NE0027  USGS QUAD   -  ST. CLAIR (2017)
 NE0027
 NE0027                         *CURRENT SURVEY CONTROL
 NE0027  ______________________________________________________________________
 NE0027* NAD 83(1986) POSITION- 42 49 49.     (N) 082 29 06.     (W)   SCALED
 NE0027* NAVD 88 ORTHO HEIGHT -   190.924 (meters)      626.39  (feet) ADJUSTED
 NE0027  ______________________________________________________________________
 NE0027  GEOID HEIGHT    -        -34.988 (meters)                     GEOID18
 NE0027  DYNAMIC HEIGHT  -        190.873 (meters)      626.22  (feet) COMP
 NE0027  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 NE0027
 NE0027  VERT ORDER      -  FIRST     CLASS 0
 NE0027
 NE0027.The horizontal coordinates were scaled from a map and have
 NE0027.an estimated accuracy of +/- 6 seconds.
 NE0027
 NE0027.The orthometric height was determined by differential leveling and
 NE0027.adjusted by the NATIONAL GEODETIC SURVEY
 NE0027.in June 1991.
 NE0027
 NE0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0027.GEOID18 height accuracy estimate available here.
 NE0027
 NE0027.Click photographs - Photos may exist for this station.
 NE0027
 NE0027.The dynamic height is computed by dividing the NAVD 88
 NE0027.geopotential number by the normal gravity value computed on the
 NE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0027.degrees latitude (g = 980.6199 gals.).
 NE0027
 NE0027.The modeled gravity was interpolated from observed gravity values.
 NE0027
 NE0027;                    North         East    Units  Estimated Accuracy
 NE0027;SPC MI S     -   149,480.    4,153,830.      MT  (+/- 180 meters Scaled)
 NE0027
 NE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH786430(NAD 83)
 NE0027
 NE0027                          SUPERSEDED SURVEY CONTROL
 NE0027
 NE0027  NGVD 29 (??/??/92)  191.047  (m)          626.79   (f) ADJ UNCH    1 0
 NE0027
 NE0027.Superseded values are not recommended for survey control.
 NE0027
 NE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0027.See file dsdata.pdf to determine how the superseded data were derived.
 NE0027
 NE0027_MARKER: B = BOLT
 NE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0027+STABILITY: SURFACE MOTION
 NE0027
 NE0027  HISTORY     - Date     Condition        Report By
 NE0027  HISTORY     - 1898     MONUMENTED       USLS
 NE0027  HISTORY     - 1970     GOOD             USLS
 NE0027  HISTORY     - 19931114 MARK NOT FOUND   USPSQD
 NE0027  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0027  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0027
 NE0027                          STATION DESCRIPTION
 NE0027
 NE0027'DESCRIBED BY US LAKE SURVEY 1970
 NE0027'AT ST CLAIR.
 NE0027'20 IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON THE WEST
 NE0027'SIDE OF RIVERSIDE AVENUE, ON RIVERSIDE AVENUE FACE OF RESIDENCE
 NE0027'AT NO. 615, 2.1 FEET FROM THE NORTHEAST CORNER, 2-1/2 FEET ABOVE
 NE0027'THE GROUND, BEING CENTER OF SMALL HOLE IN END OF BRASS BOLT SET
 NE0027'INTO THE MASONRY FOUNDATION, MARKED USPEM.  NOTE-- PREV. DESIG.
 NE0027'BM 20 1898
 NE0027
 NE0027                          STATION RECOVERY (1993)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 1993
 NE0027'MARK NOT FOUND.
 NE0027
 NE0027                          STATION RECOVERY (1999)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0027'MARK NOT FOUND.
 NE0027
 NE0027                          STATION RECOVERY (2005)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0027'SUSPECT MARK HAS BEEN DESTROYED, AS HOUSE AT 615 RIVERSIDE HAS BEEN
 NE0027'DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0296 ***********************************************************************
 NF0296  DESIGNATION -  20
 NF0296  PID         -  NF0296
 NF0296  STATE/COUNTY-  MI/INGHAM
 NF0296  COUNTRY     -  US
 NF0296  USGS QUAD   -  LANSING SOUTH (2017)
 NF0296
 NF0296                         *CURRENT SURVEY CONTROL
 NF0296  ______________________________________________________________________
 NF0296* NAD 83(1986) POSITION- 42 43 43.     (N) 084 31 22.     (W)   SCALED
 NF0296* NAVD 88 ORTHO HEIGHT -   258.55  (+/-2cm)      848.3   (feet) VERTCON3
 NF0296  ______________________________________________________________________
 NF0296  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 NF0296  VERT ORDER      -  ? (See Below)
 NF0296
 NF0296.The horizontal coordinates were scaled from a map and have
 NF0296.an estimated accuracy of +/- 6 seconds.
 NF0296
 NF0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0296
 NF0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0296.GEOID18 height accuracy estimate available here.
 NF0296
 NF0296.The vertical order pertains to the NGVD 29 superseded value.
 NF0296
 NF0296.Click photographs - Photos may exist for this station.
 NF0296
 NF0296;                    North         East    Units  Estimated Accuracy
 NF0296;SPC MI S     -   136,480.    3,987,220.      MT  (+/- 180 meters Scaled)
 NF0296
 NF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN028336(NAD 83)
 NF0296
 NF0296                          SUPERSEDED SURVEY CONTROL
 NF0296
 NF0296  NGVD 29 (??/??/92)  258.685  (m)          848.70   (f) ADJ UNCH       
 NF0296
 NF0296.Superseded values are not recommended for survey control.
 NF0296
 NF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0296.See file dsdata.pdf to determine how the superseded data were derived.
 NF0296
 NF0296_MARKER: B = BOLT
 NF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0296+STABILITY: SURFACE MOTION
 NF0296
 NF0296  HISTORY     - Date     Condition        Report By
 NF0296  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0296  HISTORY     - 1932     GOOD             MISCOL
 NF0296
 NF0296                          STATION DESCRIPTION
 NF0296
 NF0296'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0296'AT EAST LANSING.
 NF0296'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0296'CAMPUS, IN ELM ROW, ACROSS THE STREET FROM 216 MICHIGAN AVENUE,
 NF0296'AND 8 FEET SOUTH OF THE SOUTH RAIL OF THE M.U.T. CO. TRACK.
 NF0296'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0751 ***********************************************************************
 NF0751  DESIGNATION -  20 0
 NF0751  PID         -  NF0751
 NF0751  STATE/COUNTY-  MI/KENT
 NF0751  COUNTRY     -  US
 NF0751  USGS QUAD   -  CUTLERVILLE (2017)
 NF0751
 NF0751                         *CURRENT SURVEY CONTROL
 NF0751  ______________________________________________________________________
 NF0751* NAD 83(1986) POSITION- 42 50 52.98   (N) 085 38 39.68   (W)   HD_HELD1
 NF0751* NAVD 88 ORTHO HEIGHT -   212.132 (meters)      695.97  (feet) ADJUSTED
 NF0751  ______________________________________________________________________
 NF0751  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 NF0751  DYNAMIC HEIGHT  -        212.075 (meters)      695.78  (feet) COMP
 NF0751  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 NF0751
 NF0751  VERT ORDER      -  SECOND    CLASS 0
 NF0751
 NF0751.The horizontal coordinates were determined by differentially corrected
 NF0751.hand held GPS observations or other comparable positioning techniques
 NF0751.and have an estimated accuracy of +/- 3 meters.
 NF0751
 NF0751.The orthometric height was determined by differential leveling and
 NF0751.adjusted by the NATIONAL GEODETIC SURVEY
 NF0751.in June 1991.
 NF0751
 NF0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0751.GEOID18 height accuracy estimate available here.
 NF0751
 NF0751.Click photographs - Photos may exist for this station.
 NF0751
 NF0751.The dynamic height is computed by dividing the NAVD 88
 NF0751.geopotential number by the normal gravity value computed on the
 NF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0751.degrees latitude (g = 980.6199 gals.).
 NF0751
 NF0751.The modeled gravity was interpolated from observed gravity values.
 NF0751
 NF0751;                    North         East    Units  Estimated Accuracy
 NF0751;SPC MI S     -   150,530.2   3,895,573.4     MT  (+/- 3 meters HH1 GPS) 
 NF0751
 NF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1076944832(NAD 83)
 NF0751
 NF0751                          SUPERSEDED SURVEY CONTROL
 NF0751
 NF0751  NGVD 29 (??/??/92)  212.27   (m)          696.4    (f) COMPUTED    2 0
 NF0751
 NF0751.Superseded values are not recommended for survey control.
 NF0751
 NF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0751.See file dsdata.pdf to determine how the superseded data were derived.
 NF0751
 NF0751_MARKER: DD = SURVEY DISK
 NF0751_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0751_STAMPING: 20-0
 NF0751_MARK LOGO: CGS+SS
 NF0751_PROJECTION: FLUSH
 NF0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0751+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 NF0751
 NF0751  HISTORY     - Date     Condition        Report By
 NF0751  HISTORY     - 1934     MONUMENTED       MIGS
 NF0751  HISTORY     - 1948     GOOD             CGS
 NF0751  HISTORY     - 1989     GOOD             USPSQD
 NF0751  HISTORY     - 1991     GOOD             USPSQD
 NF0751  HISTORY     - 20060901 GOOD             GEOCAC
 NF0751
 NF0751                          STATION DESCRIPTION
 NF0751
 NF0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0751'3.4 MI NW FROM DUTTON.
 NF0751'3.0 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS AT
 NF0751'DUTTON, THENCE ABOUT 0.45 MILE NORTH ALONG EASTERN AVENUE, 89
 NF0751'FEET SOUTH OF THE CENTER LINE OF THE DRIVE EAST TO HOUSE NO. 6376,
 NF0751'4 1/2 FEET WEST-NORTHWEST OF A POWER POLE, 41 FEET EAST OF THE
 NF0751'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER AND SET
 NF0751'IN THE NORTH-SOUTH FENCE LINE, 39 FEET NORTHEAST OF THE EAST
 NF0751'END OF A 2-FOOT PIPE CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN
 NF0751'WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0751'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  MARK MAY BE REACHED
 NF0751'FROM THE CROSSROADS AT CUTLERVILLE BY GOING ABOUT 1.0 MILE
 NF0751'EAST ALONG 68TH STREET SE, THENCE ABOUT 0.45 MILE NORTH ALONG
 NF0751'EASTERN AVENUE.
 NF0751
 NF0751                          STATION RECOVERY (1989)
 NF0751
 NF0751'RECOVERY NOTE BY US POWER SQUADRON 1989 (GV)
 NF0751'RECOVERED IN GOOD CONDITION.
 NF0751
 NF0751                          STATION RECOVERY (1991)
 NF0751
 NF0751'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBP)
 NF0751'RECOVERED IN GOOD CONDITION.
 NF0751
 NF0751                          STATION RECOVERY (2006)
 NF0751
 NF0751'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0751'IT IS IN GOOD SHAPE. THE HOUSE MENTIONED IN THE DESCRIPTION AT 6376
 NF0751'EASTERN IS GONE. THE POWER POLELINE HAS BEEN RELOCATED. BENCKMARK IS
 NF0751'NOW LOCATED NORTH OF AND RIGHT NEXT TO A POWER POLE THAT IS APPROX.
 NF0751'180 SOUTH OF THE SOUTH EDGE OF THE M-6 OVERPASS AS IT CROSSES EASTERN
 NF0751'AVE. POWER POLE IS ALSO BEHIND (EAST OF) TWO TELEPHONE PEDESTALS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6814 ***********************************************************************
 AA6814  DESIGNATION -  20 1
 AA6814  PID         -  AA6814
 AA6814  STATE/COUNTY-  MI/WAYNE
 AA6814  COUNTRY     -  US
 AA6814  USGS QUAD   -  FLAT ROCK (2017)
 AA6814
 AA6814                         *CURRENT SURVEY CONTROL
 AA6814  ______________________________________________________________________
 AA6814* NAD 83(2011) POSITION- 42 05 28.05118(N) 083 15 21.96967(W)   ADJUSTED
 AA6814* NAD 83(2011) ELLIP HT-   145.112 (meters)        (06/27/12)   ADJUSTED
 AA6814* NAD 83(2011) EPOCH   -  2010.00
 AA6814* NAVD 88 ORTHO HEIGHT -   180.0   (meters)      591.    (feet) GPS OBS
 AA6814  ______________________________________________________________________
 AA6814  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6814  GEOID HEIGHT    -         -34.77 (meters)                     GEOID93
 AA6814  GEOID HEIGHT    -        -34.885 (meters)                     GEOID18
 AA6814  NAD 83(2011) X  -    556,664.406 (meters)                     COMP
 AA6814  NAD 83(2011) Y  - -4,707,529.486 (meters)                     COMP
 AA6814  NAD 83(2011) Z  -  4,253,217.584 (meters)                     COMP
 AA6814  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 AA6814
 AA6814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6814  Standards:
 AA6814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6814  -------------------------------------------------------------------
 AA6814  NETWORK    0.86   0.90           0.40   0.28   0.46     -0.10222884
 AA6814  -------------------------------------------------------------------
 AA6814  Click here for local accuracies and other accuracy information.
 AA6814
 AA6814.The horizontal coordinates were established by GPS observations
 AA6814.and adjusted by the National Geodetic Survey in June 2012.
 AA6814
 AA6814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6814.been affixed to the stable North American tectonic plate. See 
 AA6814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6814
 AA6814.The horizontal coordinates are valid at the epoch date displayed above
 AA6814.which is a decimal equivalence of Year/Month/Day.
 AA6814
 AA6814.The orthometric height was determined by GPS observations and a
 AA6814.high-resolution geoid model.
 AA6814
 AA6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6814.GEOID18 height accuracy estimate available here.
 AA6814
 AA6814.Click photographs - Photos may exist for this station.
 AA6814
 AA6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6814
 AA6814.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6814
 AA6814.The ellipsoidal height was determined by GPS observations
 AA6814.and is referenced to NAD 83.
 AA6814
 AA6814. The following values were computed from the NAD 83(2011) position.
 AA6814
 AA6814;                    North         East     Units Scale Factor Converg.
 AA6814;SPC MI S     -    66,267.786 4,091,877.210   MT  1.00000211   +0 45 20.8
 AA6814;SPC MI S     -   217,414.00 13,424,794.00   iFT  1.00000211   +0 45 20.8
 AA6814;UTM  17      - 4,662,356.902   313,416.781   MT  1.00002838   -1 30 45.8
 AA6814
 AA6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6814!SPC MI S     -   0.99997724  x   1.00000211  =   0.99997935
 AA6814!UTM  17      -   0.99997724  x   1.00002838  =   1.00000562
 AA6814
 AA6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1341662356(NAD 83)
 AA6814
 AA6814                          SUPERSEDED SURVEY CONTROL
 AA6814
 AA6814  NAD 83(2007)-  42 05 28.05222(N)    083 15 21.96992(W) AD(2002.00) 0
 AA6814  ELLIP H (02/10/07)  145.111  (m)                       GP(2002.00)    
 AA6814  ELLIP H (07/12/02)  145.171  (m)                       GP(       ) 4 1
 AA6814  NAD 83(1994)-  42 05 28.05173(N)    083 15 21.96934(W) AD(       ) 1
 AA6814  ELLIP H (02/03/97)  145.211  (m)                       GP(       ) 4 1
 AA6814  NAD 83(1986)-  42 05 28.05924(N)    083 15 21.99846(W) AD(       ) 1
 AA6814
 AA6814.Superseded values are not recommended for survey control.
 AA6814
 AA6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6814.See file dsdata.pdf to determine how the superseded data were derived.
 AA6814
 AA6814_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6814_STAMPING: 20-1 1994
 AA6814_MARK LOGO: MI-163
 AA6814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6814+STABILITY: SURFACE MOTION
 AA6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6814+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6814
 AA6814  HISTORY     - Date     Condition        Report By
 AA6814  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6814  HISTORY     - 20140122 MARK NOT FOUND   C2AE
 AA6814
 AA6814                          STATION DESCRIPTION
 AA6814
 AA6814'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6814'STATION IS LOCATED APPROXIMATELY 1.0 MILEEAST OF FLAT ROCK, MICHIGAN
 AA6814'ON OLMSTEAD AT CROFT STREET. TO REACH FROM THE INTERSECTION OF
 AA6814'INTERSTATE I-75 AND GIBRALTOR ROAD (EXIT 29), PROCEED WEST ON
 AA6814'GIBRALTOR ROAD FOR 0.7 MILESTO OLMSTEAD ROAD, THENCE GO SOUTH 0.25
 AA6814'MILESON OLMSTEAD TO CROFT AVENUE AND THE STATION IN THE NORTHWEST
 AA6814'QUADRANT. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE
 AA6814'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA6814'CENTERLINE OF OLMSTEAD IS N 90 E,  32.77 FEET,  CENTERLINE OF CROFT IS
 AA6814'S 0 W, 30.14 FEET,  CENTERLINE OF HYDRANT IS S 30 W, 16.35 FEET,  A
 AA6814'POLE IS N 5 E, 18.42 FEET.
 AA6814
 AA6814                          STATION RECOVERY (2014)
 AA6814
 AA6814'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BLD)
 AA6814'NOT RECOVERED, NOT FOUND. RECENT UTILITY/ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6784 ***********************************************************************
 AA6784  DESIGNATION -  20 130
 AA6784  PID         -  AA6784
 AA6784  STATE/COUNTY-  MI/WAYNE
 AA6784  COUNTRY     -  US
 AA6784  USGS QUAD   -  YPSILANTI EAST (2017)
 AA6784
 AA6784                         *CURRENT SURVEY CONTROL
 AA6784  ______________________________________________________________________
 AA6784* NAD 83(2011) POSITION- 42 14 52.35655(N) 083 30 14.55867(W)   ADJUSTED
 AA6784* NAD 83(2011) ELLIP HT-   178.398 (meters)        (06/27/12)   ADJUSTED
 AA6784* NAD 83(2011) EPOCH   -  2010.00
 AA6784* NAVD 88 ORTHO HEIGHT -   212.663 (meters)      697.71  (feet) ADJUSTED
 AA6784  ______________________________________________________________________
 AA6784  GEOID HEIGHT    -        -34.271 (meters)                     GEOID18
 AA6784  NAD 83(2011) X  -    534,968.299 (meters)                     COMP
 AA6784  NAD 83(2011) Y  - -4,698,304.830 (meters)                     COMP
 AA6784  NAD 83(2011) Z  -  4,266,144.937 (meters)                     COMP
 AA6784  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 AA6784  DYNAMIC HEIGHT  -        212.597 (meters)      697.50  (feet) COMP
 AA6784  MODELED GRAVITY -    980,308.2   (mgal)                       NAVD 88
 AA6784
 AA6784  VERT ORDER      -  SECOND    CLASS I
 AA6784
 AA6784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6784  Standards:
 AA6784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6784  -------------------------------------------------------------------
 AA6784  NETWORK    0.40   0.57           0.19   0.12   0.29     -0.06589479
 AA6784  -------------------------------------------------------------------
 AA6784  Click here for local accuracies and other accuracy information.
 AA6784
 AA6784.The horizontal coordinates were established by GPS observations
 AA6784.and adjusted by the National Geodetic Survey in June 2012.
 AA6784
 AA6784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6784.been affixed to the stable North American tectonic plate. See 
 AA6784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6784
 AA6784.The horizontal coordinates are valid at the epoch date displayed above
 AA6784.which is a decimal equivalence of Year/Month/Day.
 AA6784
 AA6784.The orthometric height was determined by differential leveling and
 AA6784.adjusted by the NATIONAL GEODETIC SURVEY
 AA6784.in July 2007.
 AA6784
 AA6784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6784.GEOID18 height accuracy estimate available here.
 AA6784
 AA6784.Click photographs - Photos may exist for this station.
 AA6784
 AA6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6784
 AA6784.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6784
 AA6784.The ellipsoidal height was determined by GPS observations
 AA6784.and is referenced to NAD 83.
 AA6784
 AA6784.The dynamic height is computed by dividing the NAVD 88
 AA6784.geopotential number by the normal gravity value computed on the
 AA6784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6784.degrees latitude (g = 980.6199 gals.).
 AA6784
 AA6784.The modeled gravity was interpolated from observed gravity values.
 AA6784
 AA6784. The following values were computed from the NAD 83(2011) position.
 AA6784
 AA6784;                    North         East     Units Scale Factor Converg.
 AA6784;SPC MI S     -    83,437.653 4,071,187.396   MT  0.99996827   +0 35 13.3
 AA6784;SPC MI S     -   273,745.58 13,356,914.03   iFT  0.99996827   +0 35 13.3
 AA6784;UTM  17      - 4,680,334.352   293,421.377   MT  1.00012511   -1 41 03.0
 AA6784
 AA6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6784!SPC MI S     -   0.99997202  x   0.99996827  =   0.99994029
 AA6784!UTM  17      -   0.99997202  x   1.00012511  =   1.00009713
 AA6784
 AA6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9342180334(NAD 83)
 AA6784
 AA6784                          SUPERSEDED SURVEY CONTROL
 AA6784
 AA6784  NAD 83(2007)-  42 14 52.35691(N)    083 30 14.55937(W) AD(2002.00) 0
 AA6784  ELLIP H (02/10/07)  178.400  (m)                       GP(2002.00)    
 AA6784  ELLIP H (07/12/02)  178.447  (m)                       GP(       ) 4 1
 AA6784  NAD 83(1994)-  42 14 52.35657(N)    083 30 14.55893(W) AD(       ) 1
 AA6784  ELLIP H (02/03/97)  178.473  (m)                       GP(       ) 4 1
 AA6784  NAD 83(1986)-  42 14 52.36324(N)    083 30 14.58730(W) AD(       ) 1
 AA6784  NAVD 88 (07/20/95)  212.7    (m)  GEOID93  model used  GPS OBS        
 AA6784
 AA6784.Superseded values are not recommended for survey control.
 AA6784
 AA6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6784.See file dsdata.pdf to determine how the superseded data were derived.
 AA6784
 AA6784_MARKER: DB = BENCH MARK DISK
 AA6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6784_STAMPING: 20-130 1960
 AA6784_MARK LOGO: MI-163
 AA6784_PROJECTION: FLUSH
 AA6784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6784+STABILITY: SURFACE MOTION
 AA6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6784+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 AA6784
 AA6784  HISTORY     - Date     Condition        Report By
 AA6784  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6784  HISTORY     - 20011212 GOOD             INDIV
 AA6784  HISTORY     - 20060501 GOOD             MIDT
 AA6784  HISTORY     - 20090610 GOOD             INDIV
 AA6784  HISTORY     - 20150311 GOOD             NWCON
 AA6784  HISTORY     - 20220818 GOOD             MCA
 AA6784
 AA6784                          STATION DESCRIPTION
 AA6784
 AA6784'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6784'STATION IS LOCATED ON THE NORTH SIDE OF WILLOW RUN AIRPORT IN THE
 AA6784'MEDIAN OF ECORSE ROAD JUST  EAST OF BECK ROAD. TO REACH FROM THE
 AA6784'INTERSECTION OF US 12 (MICHIGAN AVENUE) AND BELLEVILLE ROAD, PROCEED
 AA6784'SOUTH ON BELLEVILLE ROAD FOR 1.6  MILESTO ECORSE ROAD, THENCE GO WEST
 AA6784'ON ECORSE FOR 0.9 MILESTO BECK ROAD AND THE STATION APPROXIMATELY 70
 AA6784'FEETEAST OF BECK IN THE MEDIAN OF ECORSE. THE STATION IS A WAYNE
 AA6784'COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6784'CONCRETE MONUMENT. CENTERLINE OF EAST BOUND ECORSE IS S 0 W, 39.00
 AA6784'FEET,  CENTERLINE OF WEST BOUND ECORSE IS N 0 W, 31.00 FEET,
 AA6784'CENTERLINE OF BECK (TO SOUTH) IS N 90 W, 70.00 FEET,  A POLE IS N 90
 AA6784'W, 21.3 FEET.
 AA6784
 AA6784                          STATION RECOVERY (2001)
 AA6784
 AA6784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6784'RECOVERED IN GOOD CONDITION.
 AA6784
 AA6784                          STATION RECOVERY (2006)
 AA6784
 AA6784'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6784'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 AA6784'0.91 METERS (3.0 FEET) NORTH OF A WITNESS POST.
 AA6784
 AA6784                          STATION RECOVERY (2009)
 AA6784
 AA6784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 AA6784'RECOVERED IN GOOD CONDITION.
 AA6784
 AA6784                          STATION RECOVERY (2015)
 AA6784
 AA6784'RECOVERY NOTE BY NORTHWEST CONSULTANTS INC 2015 (JIS)
 AA6784'RECOVERY NOTE BY NORTHWEST CONSULTANTS INCORPORATED, THE DATUM POINT
 AA6784'IS AN OFFSET SCRIBED MARK IDENTIFIED BY AN X.
 AA6784
 AA6784                          STATION RECOVERY (2022)
 AA6784
 AA6784'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 AA6784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0795 ***********************************************************************
 NF0795  DESIGNATION -  20 A
 NF0795  PID         -  NF0795
 NF0795  STATE/COUNTY-  MI/OTTAWA
 NF0795  COUNTRY     -  US
 NF0795  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0795
 NF0795                         *CURRENT SURVEY CONTROL
 NF0795  ______________________________________________________________________
 NF0795* NAD 83(1986) POSITION- 42 51 48.     (N) 085 59 14.     (W)   SCALED
 NF0795* NAVD 88 ORTHO HEIGHT -   205.165 (meters)      673.11  (feet) ADJUSTED
 NF0795  ______________________________________________________________________
 NF0795  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 NF0795  DYNAMIC HEIGHT  -        205.115 (meters)      672.95  (feet) COMP
 NF0795  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 NF0795
 NF0795  VERT ORDER      -  SECOND    CLASS 0
 NF0795
 NF0795.The horizontal coordinates were scaled from a map and have
 NF0795.an estimated accuracy of +/- 6 seconds.
 NF0795
 NF0795.The orthometric height was determined by differential leveling and
 NF0795.adjusted by the NATIONAL GEODETIC SURVEY
 NF0795.in June 1991.
 NF0795
 NF0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0795.GEOID18 height accuracy estimate available here.
 NF0795
 NF0795.Click photographs - Photos may exist for this station.
 NF0795
 NF0795.The dynamic height is computed by dividing the NAVD 88
 NF0795.geopotential number by the normal gravity value computed on the
 NF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0795.degrees latitude (g = 980.6199 gals.).
 NF0795
 NF0795.The modeled gravity was interpolated from observed gravity values.
 NF0795
 NF0795;                    North         East    Units  Estimated Accuracy
 NF0795;SPC MI S     -   152,710.    3,867,590.      MT  (+/- 180 meters Scaled)
 NF0795
 NF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN827461(NAD 83)
 NF0795
 NF0795                          SUPERSEDED SURVEY CONTROL
 NF0795
 NF0795  NGVD 29 (??/??/92)  205.309  (m)          673.58   (f) ADJ UNCH    2 0
 NF0795
 NF0795.Superseded values are not recommended for survey control.
 NF0795
 NF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0795.See file dsdata.pdf to determine how the superseded data were derived.
 NF0795
 NF0795_MARKER: DD = SURVEY DISK
 NF0795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0795_STAMPING: 20-A
 NF0795_MARK LOGO: CGS+SS
 NF0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0795
 NF0795  HISTORY     - Date     Condition        Report By
 NF0795  HISTORY     - 1934     MONUMENTED       MIGS
 NF0795  HISTORY     - 1948     GOOD             CGS
 NF0795  HISTORY     - 1988     GOOD             USPSQD
 NF0795  HISTORY     - 1990     GOOD             USPSQD
 NF0795  HISTORY     - 19970731 GOOD             USPSQD
 NF0795  HISTORY     - 20040305 MARK NOT FOUND   INDIV
 NF0795
 NF0795                          STATION DESCRIPTION
 NF0795
 NF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0795'4.6 MI NE FROM ZEELAND.
 NF0795'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0795'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 2.9 MILES
 NF0795'NORTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE EAST ALONG A GRAVEL
 NF0795'ROAD, SOUTH AND ACROSS THE ROAD FROM HOUSE NO. 8315, 147 FEET
 NF0795'EAST OF T CORNER OF SOUTH RIGHT OF WAY FENCE AND WIRE FENCE
 NF0795'LEADING SOUTH, 46 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 NF0795'MOST WESTERLY OF THREE 30-INCH TREES, 51 FEET SOUTHWEST AND
 NF0795'ACROSS THE ROAD FROM THE MOST WESTERLY OF THE THREE TREES (THE
 NF0795'DISTANCE BETWEEN THE TWO REFERENCE TREES IS 41 FEET), 22 FEET
 NF0795'NORTH OF A 30-INCH MAPLE TREE, 3 FEET NORTH OF THE FENCE LINE,
 NF0795'18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A
 NF0795'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NF0795'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 NF0795
 NF0795                          STATION RECOVERY (1988)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (1990)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (1997)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (2004)
 NF0795
 NF0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0767 ***********************************************************************
 NF0767  DESIGNATION -  20 A 1
 NF0767  PID         -  NF0767
 NF0767  STATE/COUNTY-  MI/KENT
 NF0767  COUNTRY     -  US
 NF0767  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0767
 NF0767                         *CURRENT SURVEY CONTROL
 NF0767  ______________________________________________________________________
 NF0767* NAD 83(1986) POSITION- 42 47 50.     (N) 085 45 05.     (W)   SCALED
 NF0767* NAVD 88 ORTHO HEIGHT -   227.304 (meters)      745.75  (feet) ADJUSTED
 NF0767  ______________________________________________________________________
 NF0767  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 NF0767  DYNAMIC HEIGHT  -        227.244 (meters)      745.55  (feet) COMP
 NF0767  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 NF0767
 NF0767  VERT ORDER      -  SECOND    CLASS 0
 NF0767
 NF0767.The horizontal coordinates were scaled from a map and have
 NF0767.an estimated accuracy of +/- 6 seconds.
 NF0767
 NF0767.The orthometric height was determined by differential leveling and
 NF0767.adjusted by the NATIONAL GEODETIC SURVEY
 NF0767.in June 1991.
 NF0767
 NF0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0767.GEOID18 height accuracy estimate available here.
 NF0767
 NF0767.Click photographs - Photos may exist for this station.
 NF0767
 NF0767.The dynamic height is computed by dividing the NAVD 88
 NF0767.geopotential number by the normal gravity value computed on the
 NF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0767.degrees latitude (g = 980.6199 gals.).
 NF0767
 NF0767.The modeled gravity was interpolated from observed gravity values.
 NF0767
 NF0767;                    North         East    Units  Estimated Accuracy
 NF0767;SPC MI S     -   145,020.    3,886,730.      MT  (+/- 180 meters Scaled)
 NF0767
 NF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN021390(NAD 83)
 NF0767
 NF0767                          SUPERSEDED SURVEY CONTROL
 NF0767
 NF0767  NGVD 29 (??/??/92)  227.446  (m)          746.21   (f) ADJ UNCH    2 0
 NF0767
 NF0767.Superseded values are not recommended for survey control.
 NF0767
 NF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0767.See file dsdata.pdf to determine how the superseded data were derived.
 NF0767
 NF0767_MARKER: DD = SURVEY DISK
 NF0767_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0767_STAMPING: 20-A 1
 NF0767_MARK LOGO: CGS+SS
 NF0767_PROJECTION: RECESSED 46 CENTIMETERS
 NF0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0767+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0767
 NF0767  HISTORY     - Date     Condition        Report By
 NF0767  HISTORY     - 1934     MONUMENTED       MIGS
 NF0767  HISTORY     - 1948     GOOD             CGS
 NF0767  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0767
 NF0767                          STATION DESCRIPTION
 NF0767
 NF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0767'6.7 MI SE FROM JAMESTOWN.
 NF0767'1.0 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0767'JAMESTOWN, THENCE ABOUT 2.0 MILES EAST ALONG COUNTY ROAD 452,
 NF0767'THENCE ABOUT 1.0 MILE SOUTH AND ABOUT 2.7 MILES EAST ALONG
 NF0767'GRAVEL ROADS, ABOUT 455 FEET EAST OF A NORTH-SOUTH CROSSROAD,
 NF0767'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 49 FEET NORTHWEST
 NF0767'OF THE NORTHWEST CORNER OF A 2-STORY WHITE FARM HOUSE, 71 FEET
 NF0767'NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY HOUSE WITH
 NF0767'ASBESTOS SIDING, 8 1/2 FEET NORTH-NORTHEAST OF FIRST POWER POLE
 NF0767'WEST OF A POLE WITH TRANSFORMER, 74 FEET WEST OF THE CENTER
 NF0767'LINE OF A DRIVE TO THE EAST ONE OF THE TWO HOUSES, 2 FEET NORTH
 NF0767'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN
 NF0767'THE TOP OF A CONCRETE POST ABOUT 18 INCHES UNDER GROUND.
 NF0767
 NF0767                          STATION RECOVERY (1990)
 NF0767
 NF0767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0798 ***********************************************************************
 NF0798  DESIGNATION -  20 B
 NF0798  PID         -  NF0798
 NF0798  STATE/COUNTY-  MI/OTTAWA
 NF0798  COUNTRY     -  US
 NF0798  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0798
 NF0798                         *CURRENT SURVEY CONTROL
 NF0798  ______________________________________________________________________
 NF0798* NAD 83(1986) POSITION- 42 51 49.     (N) 085 57 12.     (W)   SCALED
 NF0798* NAVD 88 ORTHO HEIGHT -   207.413 (meters)      680.49  (feet) ADJUSTED
 NF0798  ______________________________________________________________________
 NF0798  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 NF0798  DYNAMIC HEIGHT  -        207.362 (meters)      680.32  (feet) COMP
 NF0798  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 NF0798
 NF0798  VERT ORDER      -  SECOND    CLASS 0
 NF0798
 NF0798.The horizontal coordinates were scaled from a map and have
 NF0798.an estimated accuracy of +/- 6 seconds.
 NF0798
 NF0798.The orthometric height was determined by differential leveling and
 NF0798.adjusted by the NATIONAL GEODETIC SURVEY
 NF0798.in June 1991.
 NF0798
 NF0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0798.GEOID18 height accuracy estimate available here.
 NF0798
 NF0798.Click photographs - Photos may exist for this station.
 NF0798
 NF0798.The dynamic height is computed by dividing the NAVD 88
 NF0798.geopotential number by the normal gravity value computed on the
 NF0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0798.degrees latitude (g = 980.6199 gals.).
 NF0798
 NF0798.The modeled gravity was interpolated from observed gravity values.
 NF0798
 NF0798;                    North         East    Units  Estimated Accuracy
 NF0798;SPC MI S     -   152,690.    3,870,360.      MT  (+/- 180 meters Scaled)
 NF0798
 NF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN855462(NAD 83)
 NF0798
 NF0798                          SUPERSEDED SURVEY CONTROL
 NF0798
 NF0798  NGVD 29 (??/??/92)  207.556  (m)          680.96   (f) ADJ UNCH    2 0
 NF0798
 NF0798.Superseded values are not recommended for survey control.
 NF0798
 NF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0798.See file dsdata.pdf to determine how the superseded data were derived.
 NF0798
 NF0798_MARKER: DD = SURVEY DISK
 NF0798_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0798_STAMPING: 20-B
 NF0798_MARK LOGO: CGS+SS
 NF0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0798
 NF0798  HISTORY     - Date     Condition        Report By
 NF0798  HISTORY     - 1934     MONUMENTED       MIGS
 NF0798  HISTORY     - 1948     GOOD             CGS
 NF0798  HISTORY     - 1988     GOOD             USPSQD
 NF0798  HISTORY     - 1990     GOOD             USPSQD
 NF0798  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0798  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NF0798
 NF0798                          STATION DESCRIPTION
 NF0798
 NF0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0798'6.4 MI NE FROM ZEELAND.
 NF0798'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0798'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 2.9
 NF0798'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A
 NF0798'GRAVEL ROAD, 0.7 MILE WEST OF THE CROSS ROAD AT BEAVERDAM
 NF0798'CHURCH AND SCHOOL, IN FRONT OF HOUSE NO. 6923, 97 FEET SOUTHEAST
 NF0798'OF THE SOUTHWEST CORNER OF THE HOUSE, 112 FEET SOUTHWEST OF THE
 NF0798'SOUTHWEST LEG OF A WINDMILL, 91 FEET EAST OF THE CENTER LINE OF
 NF0798'THE DRIVE WAY LEADING TO THE HOUSE, 22 FEET NORTH OF THE CENTER
 NF0798'LINE OF THE ROAD, 8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NF0798'YARD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0798'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0798'INCHES.  THIS MARK MAY BE REACHED FROM THE INTERSECTION OF
 NF0798'DIVISION STREET AND MAIN STREET IN HUDSONVILLE BY GOING WEST
 NF0798'ALONG MAIN STREET ABOUT 2.0 MILES, THENCE SOUTH 0.3 MILE, THENCE
 NF0798'SOUTHWEST AND WEST 2.8 MILES WEST TO THE SITE OF THE MARK.
 NF0798
 NF0798                          STATION RECOVERY (1988)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0798'RECOVERED IN GOOD CONDITION.
 NF0798
 NF0798                          STATION RECOVERY (1990)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0798'RECOVERED IN GOOD CONDITION.
 NF0798
 NF0798                          STATION RECOVERY (1997)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0798'MARK NOT FOUND.
 NF0798
 NF0798                          STATION RECOVERY (2004)
 NF0798
 NF0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0798'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0768 ***********************************************************************
 NF0768  DESIGNATION -  20 B 1
 NF0768  PID         -  NF0768
 NF0768  STATE/COUNTY-  MI/KENT
 NF0768  COUNTRY     -  US
 NF0768  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0768
 NF0768                         *CURRENT SURVEY CONTROL
 NF0768  ______________________________________________________________________
 NF0768* NAD 83(1986) POSITION- 42 47 51.     (N) 085 45 39.     (W)   SCALED
 NF0768* NAVD 88 ORTHO HEIGHT -   237.434 (meters)      778.98  (feet) ADJUSTED
 NF0768  ______________________________________________________________________
 NF0768  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 NF0768  DYNAMIC HEIGHT  -        237.371 (meters)      778.77  (feet) COMP
 NF0768  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 NF0768
 NF0768  VERT ORDER      -  SECOND    CLASS 0
 NF0768
 NF0768.The horizontal coordinates were scaled from a map and have
 NF0768.an estimated accuracy of +/- 6 seconds.
 NF0768
 NF0768.The orthometric height was determined by differential leveling and
 NF0768.adjusted by the NATIONAL GEODETIC SURVEY
 NF0768.in June 1991.
 NF0768
 NF0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0768.GEOID18 height accuracy estimate available here.
 NF0768
 NF0768.Click photographs - Photos may exist for this station.
 NF0768
 NF0768.The dynamic height is computed by dividing the NAVD 88
 NF0768.geopotential number by the normal gravity value computed on the
 NF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0768.degrees latitude (g = 980.6199 gals.).
 NF0768
 NF0768.The modeled gravity was interpolated from observed gravity values.
 NF0768
 NF0768;                    North         East    Units  Estimated Accuracy
 NF0768;SPC MI S     -   145,070.    3,885,960.      MT  (+/- 180 meters Scaled)
 NF0768
 NF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN013390(NAD 83)
 NF0768
 NF0768                          SUPERSEDED SURVEY CONTROL
 NF0768
 NF0768  NGVD 29 (??/??/92)  237.576  (m)          779.45   (f) ADJ UNCH    2 0
 NF0768
 NF0768.Superseded values are not recommended for survey control.
 NF0768
 NF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0768.See file dsdata.pdf to determine how the superseded data were derived.
 NF0768
 NF0768_MARKER: DD = SURVEY DISK
 NF0768_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0768_STAMPING: 20 B 1
 NF0768_MARK LOGO: CGS+SS
 NF0768_PROJECTION: RECESSED 30 CENTIMETERS
 NF0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0768
 NF0768  HISTORY     - Date     Condition        Report By
 NF0768  HISTORY     - 1934     MONUMENTED       MIGS
 NF0768  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0768
 NF0768                          STATION DESCRIPTION
 NF0768
 NF0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0768'2 MI N FROM NORTH DORR.
 NF0768'2.0 MILES NORTH ALONG A ROAD FROM NORTH DORR, KENT COUNTY, IN
 NF0768'BYRON TOWNSHIP, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
 NF0768'QUARTER SECTION 20, T 5 N, R 12 W, ON THE ROAD ALONG THE SOUTH
 NF0768'LINE OF SECTION 20, 1.8 MILES WEST OF THE NEW YORK CENTRAL
 NF0768'RAILROAD, 50 FEET WEST OF THE NEW YORK CENTRAL RAILROAD, 50 FEET
 NF0768'WEST OF THE TOP OF A HILL, 76 FEET NORTHWEST OF A 16-INCH MAPLE
 NF0768'TREE, 34 FEET EAST OF A FENCE CORNER, 20 FEET NORTH OF THE
 NF0768'CENTERLINE OF THE GRAVEL COUNTY ROAD, 2.5 FEET SOUTH OF THE
 NF0768'NORTH LINE OF THE ROAD FENCE ON THE SOUTH LINE OF THE SECTION,
 NF0768'AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0768'20 B 1 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- OBJECTS
 NF0768'WHICH WERE MEASURED TO IN ORIGINAL DESCRIPTION ARE NO LONGER
 NF0768'THERE.  DESCRIPTION INADEQUATE TO JUSTIFY DIGGING AS MARK IS 1
 NF0768'FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0800 ***********************************************************************
 NF0800  DESIGNATION -  20 C
 NF0800  PID         -  NF0800
 NF0800  STATE/COUNTY-  MI/OTTAWA
 NF0800  COUNTRY     -  US
 NF0800  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0800
 NF0800                         *CURRENT SURVEY CONTROL
 NF0800  ______________________________________________________________________
 NF0800* NAD 83(1986) POSITION- 42 51 48.     (N) 085 54 30.     (W)   SCALED
 NF0800* NAVD 88 ORTHO HEIGHT -   212.735 (meters)      697.95  (feet) ADJUSTED
 NF0800  ______________________________________________________________________
 NF0800  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 NF0800  DYNAMIC HEIGHT  -        212.683 (meters)      697.78  (feet) COMP
 NF0800  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 NF0800
 NF0800  VERT ORDER      -  SECOND    CLASS 0
 NF0800
 NF0800.The horizontal coordinates were scaled from a map and have
 NF0800.an estimated accuracy of +/- 6 seconds.
 NF0800
 NF0800.The orthometric height was determined by differential leveling and
 NF0800.adjusted by the NATIONAL GEODETIC SURVEY
 NF0800.in June 1991.
 NF0800
 NF0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0800.GEOID18 height accuracy estimate available here.
 NF0800
 NF0800.Click photographs - Photos may exist for this station.
 NF0800
 NF0800.The dynamic height is computed by dividing the NAVD 88
 NF0800.geopotential number by the normal gravity value computed on the
 NF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0800.degrees latitude (g = 980.6199 gals.).
 NF0800
 NF0800.The modeled gravity was interpolated from observed gravity values.
 NF0800
 NF0800;                    North         East    Units  Estimated Accuracy
 NF0800;SPC MI S     -   152,590.    3,874,030.      MT  (+/- 180 meters Scaled)
 NF0800
 NF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN891462(NAD 83)
 NF0800
 NF0800                          SUPERSEDED SURVEY CONTROL
 NF0800
 NF0800  NGVD 29 (??/??/92)  212.878  (m)          698.42   (f) ADJ UNCH    2 0
 NF0800
 NF0800.Superseded values are not recommended for survey control.
 NF0800
 NF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0800.See file dsdata.pdf to determine how the superseded data were derived.
 NF0800
 NF0800_MARKER: DD = SURVEY DISK
 NF0800_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0800_STAMPING: 20 C
 NF0800_MARK LOGO: CGS+SS
 NF0800_PROJECTION: FLUSH
 NF0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0800
 NF0800  HISTORY     - Date     Condition        Report By
 NF0800  HISTORY     - 1934     MONUMENTED       MIGS
 NF0800  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0800  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0800  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0800  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NF0800
 NF0800                          STATION DESCRIPTION
 NF0800
 NF0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0800'2.7 MI W FROM HUDSONVILLE.
 NF0800'2.0 MILES WEST ALONG MAIN STREET FROM THE INTERSECTION OF
 NF0800'DIVISION STREET AT HUDSONVILLE, OTTAWA COUNTY, THENCE 0.3 MILE
 NF0800'SOUTH ALONG A GRAVEL ROAD, AND THENCE 0.4 MILE SOUTHWEST ALONG
 NF0800'ANOTHER GRAVEL ROAD, AT THE WEST END OF A CURVE WITH TANGENTS
 NF0800'WEST AND NORTHEAST, AT THE TOP OF A SLIGHT SANDY RIDGE, 74
 NF0800'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE-BLOCK
 NF0800'FARM BUILDING, 41 FEET NORTH-NORTHEAST ACROSS THE ROAD FROM
 NF0800'A POWER TRANSMISSION LINE POLE, 40 FEET WEST-SOUTHWEST OF
 NF0800'ANOTHER POWER-TRANSMISSION LINE POLE, 13 FEET NORTH OF THE
 NF0800'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0800'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY
 NF0800'STANDARD DISK, STAMPED 20 C AND SET IN THE TOP OF A CONCRETE
 NF0800'POST FLUSH WITH THE GROUND.
 NF0800
 NF0800                          STATION RECOVERY (1984)
 NF0800
 NF0800'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0800'MARK NOT FOUND.
 NF0800
 NF0800                          STATION RECOVERY (1997)
 NF0800
 NF0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0800'MARK NOT FOUND.
 NF0800
 NF0800                          STATION RECOVERY (2004)
 NF0800
 NF0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0800'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0769 ***********************************************************************
 NF0769  DESIGNATION -  20 C 1
 NF0769  PID         -  NF0769
 NF0769  STATE/COUNTY-  MI/KENT
 NF0769  COUNTRY     -  US
 NF0769  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0769
 NF0769                         *CURRENT SURVEY CONTROL
 NF0769  ______________________________________________________________________
 NF0769* NAD 83(1986) POSITION- 42 47 49.     (N) 085 46 16.     (W)   SCALED
 NF0769* NAVD 88 ORTHO HEIGHT -   236.573 (meters)      776.16  (feet) ADJUSTED
 NF0769  ______________________________________________________________________
 NF0769  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 NF0769  DYNAMIC HEIGHT  -        236.511 (meters)      775.95  (feet) COMP
 NF0769  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 NF0769
 NF0769  VERT ORDER      -  SECOND    CLASS 0
 NF0769
 NF0769.The horizontal coordinates were scaled from a map and have
 NF0769.an estimated accuracy of +/- 6 seconds.
 NF0769
 NF0769.The orthometric height was determined by differential leveling and
 NF0769.adjusted by the NATIONAL GEODETIC SURVEY
 NF0769.in June 1991.
 NF0769
 NF0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0769.GEOID18 height accuracy estimate available here.
 NF0769
 NF0769.Click photographs - Photos may exist for this station.
 NF0769
 NF0769.The dynamic height is computed by dividing the NAVD 88
 NF0769.geopotential number by the normal gravity value computed on the
 NF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0769.degrees latitude (g = 980.6199 gals.).
 NF0769
 NF0769.The modeled gravity was interpolated from observed gravity values.
 NF0769
 NF0769;                    North         East    Units  Estimated Accuracy
 NF0769;SPC MI S     -   145,020.    3,885,120.      MT  (+/- 180 meters Scaled)
 NF0769
 NF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN004389(NAD 83)
 NF0769
 NF0769                          SUPERSEDED SURVEY CONTROL
 NF0769
 NF0769  NGVD 29 (??/??/92)  236.716  (m)          776.63   (f) ADJ UNCH    2 0
 NF0769
 NF0769.Superseded values are not recommended for survey control.
 NF0769
 NF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0769.See file dsdata.pdf to determine how the superseded data were derived.
 NF0769
 NF0769_MARKER: DD = SURVEY DISK
 NF0769_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0769_STAMPING: 20-C 1
 NF0769_MARK LOGO: CGS+SS
 NF0769_PROJECTION: RECESSED 61 CENTIMETERS
 NF0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0769
 NF0769  HISTORY     - Date     Condition        Report By
 NF0769  HISTORY     - 1934     MONUMENTED       MIGS
 NF0769  HISTORY     - 1948     GOOD             CGS
 NF0769  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0769
 NF0769                          STATION DESCRIPTION
 NF0769
 NF0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0769'5.6 MI SE FROM JAMESTOWN.
 NF0769'1.0 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0769'JAMESTOWN, THENCE ABOUT 2.0 MILES EAST ALONG COUNTY ROAD 452,
 NF0769'THENCE ABOUT 1.0 MILE SOUTH AND ABOUT 1.6 MILES EAST ALONG
 NF0769'GRAVEL ROADS, SET BETWEEN 2 DRIVES TO A 2-STORY WHITE FARM HOUSE
 NF0769'ON SOUTH SIDE OF ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE
 NF0769'ROAD, 25 FEET EAST OF THE CENTER LINE OF THE WEST DRIVE TO
 NF0769'HOUSE, 31 FEET WEST OF THE CENTER LINE OF THE EAST DRIVE TO
 NF0769'HOUSE, 29 FEET NORTHEAST OF AN 8-INCH WALNUT TREE, 2 FEET NORTH
 NF0769'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 NF0769'IN THE TOP OF A CONCRETE POST ABOUT 2 FEET BELOW THE SURFACE OF
 NF0769'THE GROUND.
 NF0769
 NF0769                          STATION RECOVERY (1957)
 NF0769
 NF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NF0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1284 ***********************************************************************
 RJ1284  DESIGNATION -  20 C4W 244
 RJ1284  PID         -  RJ1284
 RJ1284  STATE/COUNTY-  MI/CHIPPEWA
 RJ1284  COUNTRY     -  US
 RJ1284  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1284
 RJ1284                         *CURRENT SURVEY CONTROL
 RJ1284  ______________________________________________________________________
 RJ1284* NAD 83(1994) POSITION- 46 22 46.65599(N) 084 12 15.11947(W)   ADJUSTED
 RJ1284* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) VERTCON3
 RJ1284  ______________________________________________________________________
 RJ1284  GEOID HEIGHT    -        -36.620 (meters)                     GEOID18
 RJ1284  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 RJ1284  HORZ ORDER      -  SECOND
 RJ1284
 RJ1284.The horizontal coordinates were established by classical geodetic methods
 RJ1284.and adjusted by the National Geodetic Survey in February 1997.
 RJ1284
 RJ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1284
 RJ1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1284.GEOID18 height accuracy estimate available here.
 RJ1284
 RJ1284.Click photographs - Photos may exist for this station.
 RJ1284
 RJ1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1284
 RJ1284. The following values were computed from the NAD 83(1994) position.
 RJ1284
 RJ1284;                    North         East     Units Scale Factor Converg.
 RJ1284;SPC MI N     -   181,210.946 8,215,020.818   MT  0.99990419   +2 01 14.8
 RJ1284;SPC MI N     -   594,524.10 26,952,168.04   iFT  0.99990419   +2 01 14.8
 RJ1284;UTM  16      - 5,140,026.834   714,995.967   MT  1.00016822   +2 01 29.0
 RJ1284
 RJ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1284!SPC MI N     -   0.99997775  x   0.99990419  =   0.99988194
 RJ1284!UTM  16      -   0.99997775  x   1.00016822  =   1.00014597
 RJ1284
 RJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1499540026(NAD 83)
 RJ1284
 RJ1284                          SUPERSEDED SURVEY CONTROL
 RJ1284
 RJ1284  NAD 83(1986)-  46 22 46.64856(N)    084 12 15.11157(W) AD(       ) 2
 RJ1284  NGVD 29 (05/22/90)  179.     (m)          587.     (f) VERT ANG       
 RJ1284
 RJ1284.Superseded values are not recommended for survey control.
 RJ1284
 RJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1284.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1284
 RJ1284_MARKER: DS = TRIANGULATION STATION DISK
 RJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1284+STABILITY: SURFACE MOTION
 RJ1284
 RJ1284  HISTORY     - Date     Condition        Report By
 RJ1284  HISTORY     - 1988     MONUMENTED       USACE
 RJ1284
 RJ1284                          STATION DESCRIPTION
 RJ1284
 RJ1284'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1284'THE STATION IS LOCATED ABOUT 17.1 KM (10.6 MI) SOUTHEAST OF SAULT
 RJ1284'MARIE, 34.8 KM (21.6 MI) NORTHEAST OF RUDYARD, 48.8 KM (30.3 MI)
 RJ1284'NORTH-NORTHWEST OF DETOUR VILLAGE, ON SUGAR ISLAND IN PART OF GOVT
 RJ1284'LOT 3 SEC 17 T46N-R2E.
 RJ1284'OWNERSHIP---JAMES B AND HARRIET L DAVIDSON
 RJ1284'
 RJ1284'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1284'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1284'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1284'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1284'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT
 RJ1284'AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS
 RJ1284'AREA. TRAVEL BY BOAT DOWNRIVER FOR 10 MINUTES TO WHERE STATION IS
 RJ1284'LOCATED.
 RJ1284'
 RJ1284'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED--- C4W-244
 RJ1284'1988---, SET INTO ROUND CONCRETE MONUMENT, LOCATED 76.2 METERS
 RJ1284'(250 FT) FROM THE WATER ON A SMALL RIDGE AT THE EDGE OF THE WOODS
 RJ1284'UNDER A PIPE TRIPOD WITH ORANGE BOARDS.
 RJ1284'
 RJ1284'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0770 ***********************************************************************
 NF0770  DESIGNATION -  20 D 1
 NF0770  PID         -  NF0770
 NF0770  STATE/COUNTY-  MI/KENT
 NF0770  COUNTRY     -  US
 NF0770  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0770
 NF0770                         *CURRENT SURVEY CONTROL
 NF0770  ______________________________________________________________________
 NF0770* NAD 83(1986) POSITION- 42 47 55.     (N) 085 47 00.     (W)   SCALED
 NF0770* NAVD 88 ORTHO HEIGHT -   233.489 (meters)      766.04  (feet) ADJUSTED
 NF0770  ______________________________________________________________________
 NF0770  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 NF0770  DYNAMIC HEIGHT  -        233.428 (meters)      765.84  (feet) COMP
 NF0770  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 NF0770
 NF0770  VERT ORDER      -  SECOND    CLASS 0
 NF0770
 NF0770.The horizontal coordinates were scaled from a map and have
 NF0770.an estimated accuracy of +/- 6 seconds.
 NF0770
 NF0770.The orthometric height was determined by differential leveling and
 NF0770.adjusted by the NATIONAL GEODETIC SURVEY
 NF0770.in June 1991.
 NF0770
 NF0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0770.GEOID18 height accuracy estimate available here.
 NF0770
 NF0770.Click photographs - Photos may exist for this station.
 NF0770
 NF0770.The dynamic height is computed by dividing the NAVD 88
 NF0770.geopotential number by the normal gravity value computed on the
 NF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0770.degrees latitude (g = 980.6199 gals.).
 NF0770
 NF0770.The modeled gravity was interpolated from observed gravity values.
 NF0770
 NF0770;                    North         East    Units  Estimated Accuracy
 NF0770;SPC MI S     -   145,220.    3,884,120.      MT  (+/- 180 meters Scaled)
 NF0770
 NF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN994391(NAD 83)
 NF0770
 NF0770                          SUPERSEDED SURVEY CONTROL
 NF0770
 NF0770  NGVD 29 (??/??/92)  233.63   (m)          766.5    (f) COMPUTED    2 0
 NF0770
 NF0770.Superseded values are not recommended for survey control.
 NF0770
 NF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0770.See file dsdata.pdf to determine how the superseded data were derived.
 NF0770
 NF0770_MARKER: DD = SURVEY DISK
 NF0770_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0770_STAMPING: 20 D 1
 NF0770_MARK LOGO: CGS+SS
 NF0770_PROJECTION: FLUSH
 NF0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0770
 NF0770  HISTORY     - Date     Condition        Report By
 NF0770  HISTORY     - 1934     MONUMENTED       MIGS
 NF0770  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0770  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0770
 NF0770                          STATION DESCRIPTION
 NF0770
 NF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0770'3 MI NW FROM NORTH DORR.
 NF0770'3.0 MILES NORTHWEST ALONG A ROAD FROM NORTH DORR, KENT COUNTY,
 NF0770'IN BYRON TOWNSHIP, AT THE SOUTHWEST CORNER OF SEC. 19, T 5 N,
 NF0770'R 12 W, 55 FEET NORTHWEST OF A 14-INCH MAPLE TREE, 13 FEET EAST
 NF0770'OF THE EAST FENCE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET SOUTH
 NF0770'OF THE NORTH FENCE OF THE EAST-AND-WEST ROAD.  A STATE SURVEY
 NF0770'STANDARD DISK, STAMPED 20 D 1 AND SET IN THE TOP OF A CONCRETE
 NF0770'POST FLUSH WITH THE GROUND.  NOTE-- MARK MAY BE DESTROYED BUT
 NF0770'ONLY THE MAPLE TREE IS THERE OF THE MEASUREMENTS IN THE ORIGINAL
 NF0770'DESCRIPTION.
 NF0770
 NF0770                          STATION RECOVERY (2004)
 NF0770
 NF0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0770'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0739 ***********************************************************************
 NF0739  DESIGNATION -  20 E
 NF0739  PID         -  NF0739
 NF0739  STATE/COUNTY-  MI/OTTAWA
 NF0739  COUNTRY     -  US
 NF0739  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0739
 NF0739                         *CURRENT SURVEY CONTROL
 NF0739  ______________________________________________________________________
 NF0739* NAD 83(1986) POSITION- 42 52 15.     (N) 085 52 33.     (W)   SCALED
 NF0739* NAVD 88 ORTHO HEIGHT -   192.214 (meters)      630.62  (feet) ADJUSTED
 NF0739  ______________________________________________________________________
 NF0739  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 NF0739  DYNAMIC HEIGHT  -        192.166 (meters)      630.46  (feet) COMP
 NF0739  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 NF0739
 NF0739  VERT ORDER      -  SECOND    CLASS 0
 NF0739
 NF0739.The horizontal coordinates were scaled from a map and have
 NF0739.an estimated accuracy of +/- 6 seconds.
 NF0739
 NF0739.The orthometric height was determined by differential leveling and
 NF0739.adjusted by the NATIONAL GEODETIC SURVEY
 NF0739.in June 1991.
 NF0739
 NF0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0739.GEOID18 height accuracy estimate available here.
 NF0739
 NF0739.Click photographs - Photos may exist for this station.
 NF0739
 NF0739.The dynamic height is computed by dividing the NAVD 88
 NF0739.geopotential number by the normal gravity value computed on the
 NF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0739.degrees latitude (g = 980.6199 gals.).
 NF0739
 NF0739.The modeled gravity was interpolated from observed gravity values.
 NF0739
 NF0739;                    North         East    Units  Estimated Accuracy
 NF0739;SPC MI S     -   153,370.    3,876,700.      MT  (+/- 180 meters Scaled)
 NF0739
 NF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN918470(NAD 83)
 NF0739
 NF0739                          SUPERSEDED SURVEY CONTROL
 NF0739
 NF0739  NGVD 29 (??/??/92)  192.355  (m)          631.08   (f) ADJ UNCH    2 0
 NF0739
 NF0739.Superseded values are not recommended for survey control.
 NF0739
 NF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0739.See file dsdata.pdf to determine how the superseded data were derived.
 NF0739
 NF0739_MARKER: DD = SURVEY DISK
 NF0739_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0739_STAMPING: 20 E
 NF0739_MARK LOGO: CGS+SS
 NF0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0739
 NF0739  HISTORY     - Date     Condition        Report By
 NF0739  HISTORY     - 1934     MONUMENTED       MIGS
 NF0739  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0739  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0739  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0739
 NF0739                          STATION DESCRIPTION
 NF0739
 NF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0739'AT HUDSONVILLE.
 NF0739'AT HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN TOWNSHIP, ON THE
 NF0739'SOUTH SECTION-LINE ROAD OF SEC. 29, T 6 N, R 13 W, 0.3 MILE EAST
 NF0739'OF THE WEST LINE OF SECTION 29, 17 FEET NORTH OF THE CENTERLINE
 NF0739'OF A GRAVEL COUNTY ROAD, 22.3 FEET WEST-SOUTHWEST OF A 24-INCH
 NF0739'MAPLE TREE, 2.5 FEET WEST OF POLE 30 + 25, AND LEVEL WITH THE
 NF0739'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 E AND SET IN THE
 NF0739'TOP OF A CONCRETE POST.  NOTE-- A NEW ROAD HAS BEEN BUILT.
 NF0739
 NF0739                          STATION RECOVERY (1997)
 NF0739
 NF0739'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0739'MARK NOT FOUND.
 NF0739
 NF0739                          STATION RECOVERY (2005)
 NF0739
 NF0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0739'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0772 ***********************************************************************
 NF0772  DESIGNATION -  20 E 1
 NF0772  PID         -  NF0772
 NF0772  STATE/COUNTY-  MI/OTTAWA
 NF0772  COUNTRY     -  US
 NF0772  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0772
 NF0772                         *CURRENT SURVEY CONTROL
 NF0772  ______________________________________________________________________
 NF0772* NAD 83(1986) POSITION- 42 47 51.     (N) 085 48 11.     (W)   SCALED
 NF0772* NAVD 88 ORTHO HEIGHT -   243.450 (meters)      798.72  (feet) ADJUSTED
 NF0772  ______________________________________________________________________
 NF0772  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 NF0772  DYNAMIC HEIGHT  -        243.387 (meters)      798.51  (feet) COMP
 NF0772  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 NF0772
 NF0772  VERT ORDER      -  SECOND    CLASS 0
 NF0772
 NF0772.The horizontal coordinates were scaled from a map and have
 NF0772.an estimated accuracy of +/- 6 seconds.
 NF0772
 NF0772.The orthometric height was determined by differential leveling and
 NF0772.adjusted by the NATIONAL GEODETIC SURVEY
 NF0772.in June 1991.
 NF0772
 NF0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0772.GEOID18 height accuracy estimate available here.
 NF0772
 NF0772.Click photographs - Photos may exist for this station.
 NF0772
 NF0772.The dynamic height is computed by dividing the NAVD 88
 NF0772.geopotential number by the normal gravity value computed on the
 NF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0772.degrees latitude (g = 980.6199 gals.).
 NF0772
 NF0772.The modeled gravity was interpolated from observed gravity values.
 NF0772
 NF0772;                    North         East    Units  Estimated Accuracy
 NF0772;SPC MI S     -   145,130.    3,882,510.      MT  (+/- 180 meters Scaled)
 NF0772
 NF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN978390(NAD 83)
 NF0772
 NF0772                          SUPERSEDED SURVEY CONTROL
 NF0772
 NF0772  NGVD 29 (??/??/92)  243.60   (m)          799.2    (f) COMPUTED    2 0
 NF0772
 NF0772.Superseded values are not recommended for survey control.
 NF0772
 NF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0772.See file dsdata.pdf to determine how the superseded data were derived.
 NF0772
 NF0772_MARKER: DD = SURVEY DISK
 NF0772_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0772_STAMPING: 20 E 1
 NF0772_MARK LOGO: CGS+SS
 NF0772_PROJECTION: RECESSED 30 CENTIMETERS
 NF0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0772
 NF0772  HISTORY     - Date     Condition        Report By
 NF0772  HISTORY     - 1934     MONUMENTED       MIGS
 NF0772  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0772  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0772
 NF0772                          STATION DESCRIPTION
 NF0772
 NF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0772'4 MI SE FROM JAMESTOWN.
 NF0772'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL AT
 NF0772'JAMESTOWN, OTTAWA COUNTY, THENCE 2.0 MILES EAST ALONG COUNTY
 NF0772'ROAD 452, AND THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, IN
 NF0772'JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 NF0772'QUARTER OF SEC. 23, T 5 N, R 13 W, 60 YARDS WEST OF THE
 NF0772'CENTERLINE OF THE GRAVEL ROAD, 85 FEET NORTHWEST OF THE NORTHWEST
 NF0772'CORNER OF A BARN, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0772'STANDARD DISK, STAMPED 20 E 1 AND SET IN THE TOP OF A CONCRETE
 NF0772'POST.  NOTE-- CONSIDERABLE DIGGING WAS DONE AT THE PLACE WHERE
 NF0772'MARK WAS SUPPOSED TO BE.  THE FARMER WHO OWNS THE PROPERTY SAYS
 NF0772'HE FEELS SURE THE MARK IS STILL THERE BUT DID NOT KNOW THE EXACT
 NF0772'LOCATION.  THE ONLY MEASUREMENT TO GO BY WAS THE CORNER OF THE
 NF0772'BARN AND STILL AFTER CONSIDERABLE DIGGING MARK WAS NOT FOUND.
 NF0772
 NF0772                          STATION RECOVERY (2004)
 NF0772
 NF0772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0772'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0740 ***********************************************************************
 NF0740  DESIGNATION -  20 F
 NF0740  PID         -  NF0740
 NF0740  STATE/COUNTY-  MI/OTTAWA
 NF0740  COUNTRY     -  US
 NF0740  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0740
 NF0740                         *CURRENT SURVEY CONTROL
 NF0740  ______________________________________________________________________
 NF0740* NAD 83(1986) POSITION- 42 52 15.     (N) 085 51 32.     (W)   SCALED
 NF0740* NAVD 88 ORTHO HEIGHT -   193.549 (meters)      635.00  (feet) ADJUSTED
 NF0740  ______________________________________________________________________
 NF0740  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 NF0740  DYNAMIC HEIGHT  -        193.500 (meters)      634.84  (feet) COMP
 NF0740  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 NF0740
 NF0740  VERT ORDER      -  SECOND    CLASS 0
 NF0740
 NF0740.The horizontal coordinates were scaled from a map and have
 NF0740.an estimated accuracy of +/- 6 seconds.
 NF0740
 NF0740.The orthometric height was determined by differential leveling and
 NF0740.adjusted by the NATIONAL GEODETIC SURVEY
 NF0740.in June 1991.
 NF0740
 NF0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0740.GEOID18 height accuracy estimate available here.
 NF0740
 NF0740.Click photographs - Photos may exist for this station.
 NF0740
 NF0740.The dynamic height is computed by dividing the NAVD 88
 NF0740.geopotential number by the normal gravity value computed on the
 NF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0740.degrees latitude (g = 980.6199 gals.).
 NF0740
 NF0740.The modeled gravity was interpolated from observed gravity values.
 NF0740
 NF0740;                    North         East    Units  Estimated Accuracy
 NF0740;SPC MI S     -   153,350.    3,878,090.      MT  (+/- 180 meters Scaled)
 NF0740
 NF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN932471(NAD 83)
 NF0740
 NF0740                          SUPERSEDED SURVEY CONTROL
 NF0740
 NF0740  NGVD 29 (??/??/92)  193.690  (m)          635.46   (f) ADJ UNCH    2 0
 NF0740
 NF0740.Superseded values are not recommended for survey control.
 NF0740
 NF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0740.See file dsdata.pdf to determine how the superseded data were derived.
 NF0740
 NF0740_MARKER: DD = SURVEY DISK
 NF0740_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0740_STAMPING: 20 F
 NF0740_MARK LOGO: CGS+SS
 NF0740_PROJECTION: RECESSED 15 CENTIMETERS
 NF0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0740
 NF0740  HISTORY     - Date     Condition        Report By
 NF0740  HISTORY     - 1934     MONUMENTED       MIGS
 NF0740  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0740  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0740  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0740
 NF0740                          STATION DESCRIPTION
 NF0740
 NF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0740'AT HUDSONVILLE.
 NF0740'AT HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN TOWNSHIP, ON THE
 NF0740'NORTH SECTION-LINE ROAD OF SEC.33, T 6 N, R 13 W, AT THE
 NF0740'CONGREGATIONAL CHURCH, 40.5 FEET NORTHWEST OF THE NORTHWEST
 NF0740'CORNER, 8.4 FEET NORTH OF POLE 27 + 30, AND 6 INCHES UNDER
 NF0740'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 F AND SET IN THE
 NF0740'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS UNDER THE
 NF0740'BLACKTOP OF THE NEW ROAD.
 NF0740
 NF0740                          STATION RECOVERY (1997)
 NF0740
 NF0740'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0740'MARK NOT FOUND.
 NF0740
 NF0740                          STATION RECOVERY (2005)
 NF0740
 NF0740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0774 ***********************************************************************
 NF0774  DESIGNATION -  20 F 1
 NF0774  PID         -  NF0774
 NF0774  STATE/COUNTY-  MI/OTTAWA
 NF0774  COUNTRY     -  US
 NF0774  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0774
 NF0774                         *CURRENT SURVEY CONTROL
 NF0774  ______________________________________________________________________
 NF0774* NAD 83(1986) POSITION- 42 48 42.     (N) 085 48 17.     (W)   SCALED
 NF0774* NAVD 88 ORTHO HEIGHT -   252.466 (meters)      828.30  (feet) ADJUSTED
 NF0774  ______________________________________________________________________
 NF0774  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 NF0774  DYNAMIC HEIGHT  -        252.401 (meters)      828.09  (feet) COMP
 NF0774  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 NF0774
 NF0774  VERT ORDER      -  SECOND    CLASS 0
 NF0774
 NF0774.The horizontal coordinates were scaled from a map and have
 NF0774.an estimated accuracy of +/- 6 seconds.
 NF0774
 NF0774.The orthometric height was determined by differential leveling and
 NF0774.adjusted by the NATIONAL GEODETIC SURVEY
 NF0774.in June 1991.
 NF0774
 NF0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0774.GEOID18 height accuracy estimate available here.
 NF0774
 NF0774.Click photographs - Photos may exist for this station.
 NF0774
 NF0774.The dynamic height is computed by dividing the NAVD 88
 NF0774.geopotential number by the normal gravity value computed on the
 NF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0774.degrees latitude (g = 980.6199 gals.).
 NF0774
 NF0774.The modeled gravity was interpolated from observed gravity values.
 NF0774
 NF0774;                    North         East    Units  Estimated Accuracy
 NF0774;SPC MI S     -   146,700.    3,882,400.      MT  (+/- 180 meters Scaled)
 NF0774
 NF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN977405(NAD 83)
 NF0774
 NF0774                          SUPERSEDED SURVEY CONTROL
 NF0774
 NF0774  NGVD 29 (??/??/92)  252.58   (m)          828.7    (f) COMPUTED    2 0
 NF0774
 NF0774.Superseded values are not recommended for survey control.
 NF0774
 NF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0774.See file dsdata.pdf to determine how the superseded data were derived.
 NF0774
 NF0774_MARKER: DD = SURVEY DISK
 NF0774_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0774_STAMPING: 20 F 1
 NF0774_MARK LOGO: CGS+SS
 NF0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0774
 NF0774  HISTORY     - Date     Condition        Report By
 NF0774  HISTORY     - 1934     MONUMENTED       MIGS
 NF0774  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0774  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0774
 NF0774                          STATION DESCRIPTION
 NF0774
 NF0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0774'3 MI SE FROM JAMESTOWN.
 NF0774'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL
 NF0774'AT JAMESTOWN, OTTAWA COUNTY, THENCE 2.0 MILES EAST ALONG A
 NF0774'GRAVEL ROAD, IN JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF
 NF0774'THE SOUTHEAST QUARTER OF SEC. 14, T 5 N, R 13 W, 250 YARDS WEST
 NF0774'OF THE CENTERLINE OF THE GRAVEL COUNTY ROAD, 60 YARDS WEST OF THE
 NF0774'DRIVEWAY LEADING TO THE BOS BROTHERS HOME, 43 FEET NORTH OF THE
 NF0774'CENTERLINE OF THE EAST-AND-WEST ROAD, 21 FEET SOUTHWEST OF AN
 NF0774'8-INCH APPLE TREE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0774'STANDARD DISK, STAMPED 20 F 1 AND SET IN THE TOP OF A CONCRETE
 NF0774'POST.  NOTE-- MARK IS SET IN A LARGE APPLE ORCHARD.  THE OWNER
 NF0774'STATED THAT HE REMEMBERED WHEN THE MARK WAS SET BUT SOME OF THE
 NF0774'APPLE TREES HAVE BEEN CUT.  HE DID NOT KNOW THE EXACT LOCATION
 NF0774'OF THE MARK, BUT FELT THAT WE WERE NOT AT THE RIGHT PLACE, SINCE
 NF0774'THE TREES ARE GONE WE DID NOT FIND THE MARK.
 NF0774
 NF0774                          STATION RECOVERY (2004)
 NF0774
 NF0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0774'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0741 ***********************************************************************
 NF0741  DESIGNATION -  20 G
 NF0741  PID         -  NF0741
 NF0741  STATE/COUNTY-  MI/OTTAWA
 NF0741  COUNTRY     -  US
 NF0741  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0741
 NF0741                         *CURRENT SURVEY CONTROL
 NF0741  ______________________________________________________________________
 NF0741* NAD 83(1986) POSITION- 42 52 15.     (N) 085 49 06.     (W)   SCALED
 NF0741* NAVD 88 ORTHO HEIGHT -   191.606 (meters)      628.63  (feet) ADJUSTED
 NF0741  ______________________________________________________________________
 NF0741  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 NF0741  DYNAMIC HEIGHT  -        191.557 (meters)      628.47  (feet) COMP
 NF0741  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 NF0741
 NF0741  VERT ORDER      -  SECOND    CLASS 0
 NF0741
 NF0741.The horizontal coordinates were scaled from a map and have
 NF0741.an estimated accuracy of +/- 6 seconds.
 NF0741
 NF0741.The orthometric height was determined by differential leveling and
 NF0741.adjusted by the NATIONAL GEODETIC SURVEY
 NF0741.in June 1991.
 NF0741
 NF0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0741.GEOID18 height accuracy estimate available here.
 NF0741
 NF0741.Click photographs - Photos may exist for this station.
 NF0741
 NF0741.The dynamic height is computed by dividing the NAVD 88
 NF0741.geopotential number by the normal gravity value computed on the
 NF0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0741.degrees latitude (g = 980.6199 gals.).
 NF0741
 NF0741.The modeled gravity was interpolated from observed gravity values.
 NF0741
 NF0741;                    North         East    Units  Estimated Accuracy
 NF0741;SPC MI S     -   153,290.    3,881,400.      MT  (+/- 180 meters Scaled)
 NF0741
 NF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN965471(NAD 83)
 NF0741
 NF0741                          SUPERSEDED SURVEY CONTROL
 NF0741
 NF0741  NGVD 29 (??/??/92)  191.747  (m)          629.09   (f) ADJ UNCH    2 0
 NF0741
 NF0741.Superseded values are not recommended for survey control.
 NF0741
 NF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0741.See file dsdata.pdf to determine how the superseded data were derived.
 NF0741
 NF0741_MARKER: DD = SURVEY DISK
 NF0741_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0741_STAMPING: 20 G
 NF0741_MARK LOGO: CGS+SS
 NF0741_PROJECTION: RECESSED 30 CENTIMETERS
 NF0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0741
 NF0741  HISTORY     - Date     Condition        Report By
 NF0741  HISTORY     - 1934     MONUMENTED       MIGS
 NF0741  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0741  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0741  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0741
 NF0741                          STATION DESCRIPTION
 NF0741
 NF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0741'2.2 MI E FROM HUDSONVILLE.
 NF0741'2.2 MILES EAST ALONG THE SOUTH SECTION-LINE ROAD OF SEC. 26,
 NF0741'T 6 N, R 13 W, FROM HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN
 NF0741'TOWNSHIP, 0.3 MILE EAST OF THE WEST LINE OF SECTION 26, AT
 NF0741'THE INTERSECTION OF A ROAD ON THE WEST ONE-EIGHTH LINE OF
 NF0741'SECTION 26, 113 FEET NORTH OF A 30-INCH MAPLE TREE, 65 FEET
 NF0741'WEST OF ANOTHER 30-INCH MAPLE TREE, 9 FEET NORTH OF THE CENTERLINE
 NF0741'OF THE ROAD, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD
 NF0741'DISK, STAMPED 20 G AND SET IN THE TOP OF A CONCRETE POST.
 NF0741
 NF0741                          STATION RECOVERY (1997)
 NF0741
 NF0741'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0741'MARK NOT FOUND.
 NF0741
 NF0741                          STATION RECOVERY (2005)
 NF0741
 NF0741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0741'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0776 ***********************************************************************
 NF0776  DESIGNATION -  20 G 1
 NF0776  PID         -  NF0776
 NF0776  STATE/COUNTY-  MI/OTTAWA
 NF0776  COUNTRY     -  US
 NF0776  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0776
 NF0776                         *CURRENT SURVEY CONTROL
 NF0776  ______________________________________________________________________
 NF0776* NAD 83(1986) POSITION- 42 48 41.     (N) 085 49 28.     (W)   SCALED
 NF0776* NAVD 88 ORTHO HEIGHT -   270.820 (meters)      888.52  (feet) ADJUSTED
 NF0776  ______________________________________________________________________
 NF0776  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 NF0776  DYNAMIC HEIGHT  -        270.752 (meters)      888.29  (feet) COMP
 NF0776  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 NF0776
 NF0776  VERT ORDER      -  SECOND    CLASS 0
 NF0776
 NF0776.The horizontal coordinates were scaled from a map and have
 NF0776.an estimated accuracy of +/- 6 seconds.
 NF0776
 NF0776.The orthometric height was determined by differential leveling and
 NF0776.adjusted by the NATIONAL GEODETIC SURVEY
 NF0776.in June 1991.
 NF0776
 NF0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0776.GEOID18 height accuracy estimate available here.
 NF0776
 NF0776.Click photographs - Photos may exist for this station.
 NF0776
 NF0776.The dynamic height is computed by dividing the NAVD 88
 NF0776.geopotential number by the normal gravity value computed on the
 NF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0776.degrees latitude (g = 980.6199 gals.).
 NF0776
 NF0776.The modeled gravity was interpolated from observed gravity values.
 NF0776
 NF0776;                    North         East    Units  Estimated Accuracy
 NF0776;SPC MI S     -   146,700.    3,880,790.      MT  (+/- 180 meters Scaled)
 NF0776
 NF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN961405(NAD 83)
 NF0776
 NF0776                          SUPERSEDED SURVEY CONTROL
 NF0776
 NF0776  NGVD 29 (??/??/92)  270.956  (m)          888.96   (f) ADJ UNCH    2 0
 NF0776
 NF0776.Superseded values are not recommended for survey control.
 NF0776
 NF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0776.See file dsdata.pdf to determine how the superseded data were derived.
 NF0776
 NF0776_MARKER: DD = SURVEY DISK
 NF0776_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0776_STAMPING: 20 G 1
 NF0776_MARK LOGO: CGS+SS
 NF0776_PROJECTION: FLUSH
 NF0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0776
 NF0776  HISTORY     - Date     Condition        Report By
 NF0776  HISTORY     - 1934     MONUMENTED       MIGS
 NF0776  HISTORY     - 1948     GOOD             CGS
 NF0776  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0776  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0776
 NF0776                          STATION DESCRIPTION
 NF0776
 NF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0776'2 MI SE FROM JAMESTOWN.
 NF0776'1.0 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0776'JAMESTOWN, THENCE ABOUT 0.95 MILE EAST ALONG COUNTY ROAD 452,
 NF0776'SET AT THE TOP OF A PROMINENT HILL IN ROAD, 450 FEET WEST OF A
 NF0776'CROSS ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 73
 NF0776'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM THE SECOND POWER
 NF0776'POLE WEST OF CROSSROAD, 11 FEET NORTHEAST OF THE FOURTH TELEPHONE
 NF0776'POLE WEST OF CROSS ROAD, 4 FEET NORTH OF AN EAST-WEST FENCE
 NF0776'LINE, SET IN SIDE OF ROAD DITCH BANK, 1 1/2 FEET NORTH OF A
 NF0776'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 NF0776'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0776
 NF0776                          STATION RECOVERY (1984)
 NF0776
 NF0776'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0776'MARK NOT FOUND.
 NF0776
 NF0776                          STATION RECOVERY (2004)
 NF0776
 NF0776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0742 ***********************************************************************
 NF0742  DESIGNATION -  20 H
 NF0742  PID         -  NF0742
 NF0742  STATE/COUNTY-  MI/OTTAWA
 NF0742  COUNTRY     -  US
 NF0742  USGS QUAD   -  GRANDVILLE (2017)
 NF0742
 NF0742                         *CURRENT SURVEY CONTROL
 NF0742  ______________________________________________________________________
 NF0742* NAD 83(1986) POSITION- 42 53 08.     (N) 085 48 51.     (W)   SCALED
 NF0742* NAVD 88 ORTHO HEIGHT -   187.396 (meters)      614.82  (feet) ADJUSTED
 NF0742  ______________________________________________________________________
 NF0742  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 NF0742  DYNAMIC HEIGHT  -        187.348 (meters)      614.66  (feet) COMP
 NF0742  MODELED GRAVITY -    980,363.1   (mgal)                       NAVD 88
 NF0742
 NF0742  VERT ORDER      -  SECOND    CLASS 0
 NF0742
 NF0742.The horizontal coordinates were scaled from a map and have
 NF0742.an estimated accuracy of +/- 6 seconds.
 NF0742
 NF0742.The orthometric height was determined by differential leveling and
 NF0742.adjusted by the NATIONAL GEODETIC SURVEY
 NF0742.in June 1991.
 NF0742
 NF0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0742.GEOID18 height accuracy estimate available here.
 NF0742
 NF0742.Click photographs - Photos may exist for this station.
 NF0742
 NF0742.The dynamic height is computed by dividing the NAVD 88
 NF0742.geopotential number by the normal gravity value computed on the
 NF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0742.degrees latitude (g = 980.6199 gals.).
 NF0742
 NF0742.The modeled gravity was interpolated from observed gravity values.
 NF0742
 NF0742;                    North         East    Units  Estimated Accuracy
 NF0742;SPC MI S     -   154,920.    3,881,770.      MT  (+/- 180 meters Scaled)
 NF0742
 NF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN968487(NAD 83)
 NF0742
 NF0742                          SUPERSEDED SURVEY CONTROL
 NF0742
 NF0742  NGVD 29 (??/??/92)  187.538  (m)          615.28   (f) ADJ UNCH    2 0
 NF0742
 NF0742.Superseded values are not recommended for survey control.
 NF0742
 NF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0742.See file dsdata.pdf to determine how the superseded data were derived.
 NF0742
 NF0742_MARKER: DD = SURVEY DISK
 NF0742_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0742_STAMPING: 20 H
 NF0742_MARK LOGO: CGS+SS
 NF0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0742
 NF0742  HISTORY     - Date     Condition        Report By
 NF0742  HISTORY     - 1934     MONUMENTED       MIGS
 NF0742  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0742  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0742  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0742
 NF0742                          STATION DESCRIPTION
 NF0742
 NF0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0742'3 MI SW FROM GRANDVILLE.
 NF0742'IN OTTAWA COUNTY, 3.0 MILES SOUTHWEST ALONG A ROAD FROM
 NF0742'GRANDVILLE, KENT COUNTY, IN GEORGETOWN TOWNSHIP, IN THE SOUTHEAST
 NF0742'QUARTER OF THE SOUTHWEST QUARTER OF SEC. 23, T 6 N, R 13 W,
 NF0742'0.1 MILE EAST OF THE WEST ONE-EIGHTH-LINE ROAD, 49 FEET
 NF0742'SOUTH OF A 12-INCH WALNUT TREE, 9 FEET NORTHWEST OF A 20-INCH
 NF0742'LOCUST TREE, AND 6.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NF0742'FENCE OF THE SECTION-LINE ROAD.  A STATE SURVEY STANDARD DISK,
 NF0742'STAMPED 20 H AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0742'6 INCHES ABOVE GROUND.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT.
 NF0742
 NF0742                          STATION RECOVERY (1997)
 NF0742
 NF0742'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0742'MARK NOT FOUND.
 NF0742
 NF0742                          STATION RECOVERY (2005)
 NF0742
 NF0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0777 ***********************************************************************
 NF0777  DESIGNATION -  20 H 1
 NF0777  PID         -  NF0777
 NF0777  STATE/COUNTY-  MI/OTTAWA
 NF0777  COUNTRY     -  US
 NF0777  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0777
 NF0777                         *CURRENT SURVEY CONTROL
 NF0777  ______________________________________________________________________
 NF0777* NAD 83(1986) POSITION- 42 48 41.     (N) 085 49 49.     (W)   SCALED
 NF0777* NAVD 88 ORTHO HEIGHT -   261.047 (meters)      856.45  (feet) ADJUSTED
 NF0777  ______________________________________________________________________
 NF0777  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 NF0777  DYNAMIC HEIGHT  -        260.981 (meters)      856.24  (feet) COMP
 NF0777  MODELED GRAVITY -    980,360.3   (mgal)                       NAVD 88
 NF0777
 NF0777  VERT ORDER      -  SECOND    CLASS 0
 NF0777
 NF0777.The horizontal coordinates were scaled from a map and have
 NF0777.an estimated accuracy of +/- 6 seconds.
 NF0777
 NF0777.The orthometric height was determined by differential leveling and
 NF0777.adjusted by the NATIONAL GEODETIC SURVEY
 NF0777.in June 1991.
 NF0777
 NF0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0777.GEOID18 height accuracy estimate available here.
 NF0777
 NF0777.Click photographs - Photos may exist for this station.
 NF0777
 NF0777.The dynamic height is computed by dividing the NAVD 88
 NF0777.geopotential number by the normal gravity value computed on the
 NF0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0777.degrees latitude (g = 980.6199 gals.).
 NF0777
 NF0777.The modeled gravity was interpolated from observed gravity values.
 NF0777
 NF0777;                    North         East    Units  Estimated Accuracy
 NF0777;SPC MI S     -   146,710.    3,880,310.      MT  (+/- 180 meters Scaled)
 NF0777
 NF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN956405(NAD 83)
 NF0777
 NF0777                          SUPERSEDED SURVEY CONTROL
 NF0777
 NF0777  NGVD 29 (??/??/92)  261.17   (m)          856.9    (f) COMPUTED    2 0
 NF0777
 NF0777.Superseded values are not recommended for survey control.
 NF0777
 NF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0777.See file dsdata.pdf to determine how the superseded data were derived.
 NF0777
 NF0777_MARKER: DD = SURVEY DISK
 NF0777_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0777_STAMPING: 20 H 1
 NF0777_MARK LOGO: CGS+SS
 NF0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0777
 NF0777  HISTORY     - Date     Condition        Report By
 NF0777  HISTORY     - 1934     MONUMENTED       MIGS
 NF0777  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0777  HISTORY     - 20040728 MARK NOT FOUND   INDIV
 NF0777
 NF0777                          STATION DESCRIPTION
 NF0777
 NF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0777'1.5 MI SE FROM JAMESTOWN.
 NF0777'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL AT
 NF0777'JAMESTOWN, OTTAWA COUNTY, THENCE 0.5 MILE EAST ALONG COUNTY ROAD
 NF0777'452, IN JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF SEC.
 NF0777'15, T 5 N, R 13 W, 0.4 MILE EAST OF A RED BRICK HOUSE ON THE
 NF0777'SOUTH SIDE OF THE ROAD, 75 YARDS WEST OF THE DRIVE TO THE A.P.
 NF0777'DEKOK FARMHOUSE, 37 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 NF0777'ROAD, 15 FEET NORTHEAST OF POLE 37/21, AND 6 INCHES UNDER
 NF0777'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 H 1 AND SET
 NF0777'IN THE TOP OF A CONCRETE POST.  NOTE-- THE REFERENCE TO THE RED
 NF0777'BRICK HOUSE AND THE DRIVEWAY AGREE.  THERE IS A POLE SOUTH OF
 NF0777'THE ROAD BUT NONE ON THE NORTH.  THE DISTANCE GIVEN FROM THE
 NF0777'ROAD WOULD PLACE THE MARK OUT IN A CULTIVATED FIELD.  THIS
 NF0777'SEEMED TO BE AN IMPROBABLE LOCATION.  A THOROUGH SEARCH WAS NOT
 NF0777'MADE AFTER THE ABOVE FACTS WERE DETERMINED AS IT SEEMED
 NF0777'UNREASONABLE TO TRY TO DIG UP A MARK IN VIEW OF THE CONFLICTING
 NF0777'AND INDEFINITE TIES.
 NF0777
 NF0777                          STATION RECOVERY (2004)
 NF0777
 NF0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0743 ***********************************************************************
 NF0743  DESIGNATION -  20 I
 NF0743  PID         -  NF0743
 NF0743  STATE/COUNTY-  MI/KENT
 NF0743  COUNTRY     -  US
 NF0743  USGS QUAD   -  GRANDVILLE (2017)
 NF0743
 NF0743                         *CURRENT SURVEY CONTROL
 NF0743  ______________________________________________________________________
 NF0743* NAD 83(1986) POSITION- 42 53 05.     (N) 085 46 09.     (W)   SCALED
 NF0743* NAVD 88 ORTHO HEIGHT -   195.700 (meters)      642.06  (feet) ADJUSTED
 NF0743  ______________________________________________________________________
 NF0743  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 NF0743  DYNAMIC HEIGHT  -        195.649 (meters)      641.89  (feet) COMP
 NF0743  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 NF0743
 NF0743  VERT ORDER      -  SECOND    CLASS 0
 NF0743
 NF0743.The horizontal coordinates were scaled from a map and have
 NF0743.an estimated accuracy of +/- 6 seconds.
 NF0743
 NF0743.The orthometric height was determined by differential leveling and
 NF0743.adjusted by the NATIONAL GEODETIC SURVEY
 NF0743.in June 1991.
 NF0743
 NF0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0743.GEOID18 height accuracy estimate available here.
 NF0743
 NF0743.Click photographs - Photos may exist for this station.
 NF0743
 NF0743.The dynamic height is computed by dividing the NAVD 88
 NF0743.geopotential number by the normal gravity value computed on the
 NF0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0743.degrees latitude (g = 980.6199 gals.).
 NF0743
 NF0743.The modeled gravity was interpolated from observed gravity values.
 NF0743
 NF0743;                    North         East    Units  Estimated Accuracy
 NF0743;SPC MI S     -   154,770.    3,885,440.      MT  (+/- 180 meters Scaled)
 NF0743
 NF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN005487(NAD 83)
 NF0743
 NF0743                          SUPERSEDED SURVEY CONTROL
 NF0743
 NF0743  NGVD 29 (??/??/92)  195.840  (m)          642.52   (f) ADJ UNCH    2 0
 NF0743
 NF0743.Superseded values are not recommended for survey control.
 NF0743
 NF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0743.See file dsdata.pdf to determine how the superseded data were derived.
 NF0743
 NF0743_MARKER: DD = SURVEY DISK
 NF0743_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0743_STAMPING: 20 I
 NF0743_MARK LOGO: CGS+SS
 NF0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0743
 NF0743  HISTORY     - Date     Condition        Report By
 NF0743  HISTORY     - 1934     MONUMENTED       MIGS
 NF0743  HISTORY     - 1941     GOOD             CGS
 NF0743  HISTORY     - 1965     MARK NOT FOUND   CGS
 NF0743  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0743  HISTORY     - 19960313 MARK NOT FOUND   MIDT
 NF0743  HISTORY     - 19960821 MARK NOT FOUND   MIDT
 NF0743
 NF0743                          STATION DESCRIPTION
 NF0743
 NF0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0743'1.5 MI S FROM GRANDVILLE.
 NF0743'1.5 MILES SOUTH ALONG A ROAD FROM GRANDVILLE, KENT COUNTY, IN
 NF0743'WYOMING TOWNSHIP, ON THE NORTH SECTION-LINE ROAD OF SEC. 30,
 NF0743'T 6 N, R 12 W, 250 FEET EAST OF THE CENTER OF THE SECTION, 25.5
 NF0743'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28.5 FEET WEST OF A
 NF0743'FENCE CORNER, AND 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NF0743'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 20 I AND SET IN THE
 NF0743'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NF0743
 NF0743                          STATION RECOVERY (1965)
 NF0743
 NF0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NF0743'MARK NOT FOUND.
 NF0743
 NF0743                          STATION RECOVERY (1975)
 NF0743
 NF0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0743'MARK NOT FOUND.
 NF0743
 NF0743                          STATION RECOVERY (1996)
 NF0743
 NF0743'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0743'NOT RECOVERED.
 NF0743
 NF0743                          STATION RECOVERY (1996)
 NF0743
 NF0743'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0743'STATION WAS NOT FOUND AT THIS TIME.  DESCRIPTION AND THE TO REACH PUT
 NF0743'MONUMENT IN THE SOUTHWEST QUAD OF 44 TH STREET AND ENTRANCE RAMP TO WB
 NF0743'I-196.  WIDENING OF 44 TH STREET APPEARS TO HAVE DESTROYED THIS
 NF0743'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0779 ***********************************************************************
 NF0779  DESIGNATION -  20 I 1
 NF0779  PID         -  NF0779
 NF0779  STATE/COUNTY-  MI/OTTAWA
 NF0779  COUNTRY     -  US
 NF0779  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0779
 NF0779                         *CURRENT SURVEY CONTROL
 NF0779  ______________________________________________________________________
 NF0779* NAD 83(1986) POSITION- 42 48 40.     (N) 085 50 19.     (W)   SCALED
 NF0779* NAVD 88 ORTHO HEIGHT -   243.422 (meters)      798.63  (feet) ADJUSTED
 NF0779  ______________________________________________________________________
 NF0779  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 NF0779  DYNAMIC HEIGHT  -        243.360 (meters)      798.42  (feet) COMP
 NF0779  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 NF0779
 NF0779  VERT ORDER      -  SECOND    CLASS 0
 NF0779
 NF0779.The horizontal coordinates were scaled from a map and have
 NF0779.an estimated accuracy of +/- 6 seconds.
 NF0779
 NF0779.The orthometric height was determined by differential leveling and
 NF0779.adjusted by the NATIONAL GEODETIC SURVEY
 NF0779.in June 1991.
 NF0779
 NF0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0779.GEOID18 height accuracy estimate available here.
 NF0779
 NF0779.Click photographs - Photos may exist for this station.
 NF0779
 NF0779.The dynamic height is computed by dividing the NAVD 88
 NF0779.geopotential number by the normal gravity value computed on the
 NF0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0779.degrees latitude (g = 980.6199 gals.).
 NF0779
 NF0779.The modeled gravity was interpolated from observed gravity values.
 NF0779
 NF0779;                    North         East    Units  Estimated Accuracy
 NF0779;SPC MI S     -   146,690.    3,879,630.      MT  (+/- 180 meters Scaled)
 NF0779
 NF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN949404(NAD 83)
 NF0779
 NF0779                          SUPERSEDED SURVEY CONTROL
 NF0779
 NF0779  NGVD 29 (??/??/92)  243.54   (m)          799.0    (f) COMPUTED    2 0
 NF0779
 NF0779.Superseded values are not recommended for survey control.
 NF0779
 NF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0779.See file dsdata.pdf to determine how the superseded data were derived.
 NF0779
 NF0779_MARKER: DD = SURVEY DISK
 NF0779_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0779_STAMPING: 20 I 1
 NF0779_MARK LOGO: CGS+SS
 NF0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0779
 NF0779  HISTORY     - Date     Condition        Report By
 NF0779  HISTORY     - 1934     MONUMENTED       MIGS
 NF0779  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0779  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0779
 NF0779                          STATION DESCRIPTION
 NF0779
 NF0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0779'1 MI S FROM JAMESTOWN.
 NF0779'IN WYOMING TOWNSHIP, ON THE R/W OF THE NORTH SECTION LINE ROAD OF
 NF0779'SECTION 30, T 6 N, R 12 W., ABOUT 250 FEET EAST OF CENTER OF SECTION,
 NF0779'28.5 FEET WESTERLY OF A FENCE CORNER, 25.5 FEET SOUTH OF CENTER OF
 NF0779'ROAD, 3 FEET NORTH OF SOUTH R/W FENCE, 3 INCHES ABOVE SURFACE OF
 NF0779'GROUND, ON TOP OF A CONCRETE POST.  NOTE-- THE TIES GIVEN TO BOTH
 NF0779'ROADS, THE HOUSE AND THE TREE AGREE FAIRLY WELL EXCEPT THERE ARE TWO
 NF0779'TREES QUITE CLOSE TOGETHER AND ONE DOESNT KNOW WHICH WAS MEANT.
 NF0779'TWO HOURS WAS SPENT IN DIGGING AROUND THE DESCRIBED LOCATION BUT THE
 NF0779'MARK WAS NOT LOCATED.  THE OWNER OF THE RED HOUSE STATED THAT THE WPA
 NF0779'HAD DONE SOME ROAD WORK THERE SEVERAL YEARS AGO AND THAT THEY MAY
 NF0779'HAVE DESTROYED IT.  THE OWNER OF THE HOUSE STATED THAT HE HAD NO
 NF0779'KNOWLEDGE OF THE MARK.
 NF0779
 NF0779                          STATION RECOVERY (2004)
 NF0779
 NF0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0779'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0744 ***********************************************************************
 NF0744  DESIGNATION -  20 J
 NF0744  PID         -  NF0744
 NF0744  STATE/COUNTY-  MI/KENT
 NF0744  COUNTRY     -  US
 NF0744  USGS QUAD   -  GRANDVILLE (2017)
 NF0744
 NF0744                         *CURRENT SURVEY CONTROL
 NF0744  ______________________________________________________________________
 NF0744* NAD 83(1986) POSITION- 42 53 05.     (N) 085 45 18.     (W)   SCALED
 NF0744* NAVD 88 ORTHO HEIGHT -   195.333 (meters)      640.86  (feet) ADJUSTED
 NF0744  ______________________________________________________________________
 NF0744  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 NF0744  DYNAMIC HEIGHT  -        195.283 (meters)      640.69  (feet) COMP
 NF0744  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 NF0744
 NF0744  VERT ORDER      -  SECOND    CLASS 0
 NF0744
 NF0744.The horizontal coordinates were scaled from a map and have
 NF0744.an estimated accuracy of +/- 6 seconds.
 NF0744
 NF0744.The orthometric height was determined by differential leveling and
 NF0744.adjusted by the NATIONAL GEODETIC SURVEY
 NF0744.in June 1991.
 NF0744
 NF0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0744.GEOID18 height accuracy estimate available here.
 NF0744
 NF0744.Click photographs - Photos may exist for this station.
 NF0744
 NF0744.The dynamic height is computed by dividing the NAVD 88
 NF0744.geopotential number by the normal gravity value computed on the
 NF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0744.degrees latitude (g = 980.6199 gals.).
 NF0744
 NF0744.The modeled gravity was interpolated from observed gravity values.
 NF0744
 NF0744;                    North         East    Units  Estimated Accuracy
 NF0744;SPC MI S     -   154,750.    3,886,600.      MT  (+/- 180 meters Scaled)
 NF0744
 NF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN016487(NAD 83)
 NF0744
 NF0744                          SUPERSEDED SURVEY CONTROL
 NF0744
 NF0744  NGVD 29 (??/??/92)  195.473  (m)          641.31   (f) ADJ UNCH    2 0
 NF0744
 NF0744.Superseded values are not recommended for survey control.
 NF0744
 NF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0744.See file dsdata.pdf to determine how the superseded data were derived.
 NF0744
 NF0744_MARKER: DD = SURVEY DISK
 NF0744_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0744_STAMPING: 20 J
 NF0744_MARK LOGO: CGS+SS
 NF0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0744
 NF0744  HISTORY     - Date     Condition        Report By
 NF0744  HISTORY     - 1934     MONUMENTED       MIGS
 NF0744  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0744
 NF0744                          STATION DESCRIPTION
 NF0744
 NF0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0744'1.5 MI S FROM GRANDVILLE.
 NF0744'1.5 MILES SOUTH ALONG A ROAD FROM GRANDVILLE, KENT COUNTY, IN
 NF0744'WYOMING TOWNSHIP ON THE RIGHT-OF-WAY OF THE SOUTH LINE OF SEC.
 NF0744'20, T 6 N, R 12 W, 0.3 MILE EAST OF THE WEST LINE OF SECTION 20, 52
 NF0744'FEET SOUTHWEST OF THE CENTER OF A LARGE HOUSE, 42 FEET NORTH
 NF0744'OF A 15-INCH MAPLE TREE, 13.5 FEET SOUTH OF THE END OF A
 NF0744'NORTH-AND-SOUTH FENCE, AND 4 FEET NORTH OF THE NORTH EDGE OF THE
 NF0744'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 20 J AND SET IN THE
 NF0744'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0781 ***********************************************************************
 NF0781  DESIGNATION -  20 J 1
 NF0781  PID         -  NF0781
 NF0781  STATE/COUNTY-  MI/OTTAWA
 NF0781  COUNTRY     -  US
 NF0781  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0781
 NF0781                         *CURRENT SURVEY CONTROL
 NF0781  ______________________________________________________________________
 NF0781* NAD 83(1986) POSITION- 42 48 41.     (N) 085 51 58.     (W)   SCALED
 NF0781* NAVD 88 ORTHO HEIGHT -   227.726 (meters)      747.13  (feet) ADJUSTED
 NF0781  ______________________________________________________________________
 NF0781  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 NF0781  DYNAMIC HEIGHT  -        227.669 (meters)      746.94  (feet) COMP
 NF0781  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 NF0781
 NF0781  VERT ORDER      -  SECOND    CLASS 0
 NF0781
 NF0781.The horizontal coordinates were scaled from a map and have
 NF0781.an estimated accuracy of +/- 6 seconds.
 NF0781
 NF0781.The orthometric height was determined by differential leveling and
 NF0781.adjusted by the NATIONAL GEODETIC SURVEY
 NF0781.in June 1991.
 NF0781
 NF0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0781.GEOID18 height accuracy estimate available here.
 NF0781
 NF0781.Click photographs - Photos may exist for this station.
 NF0781
 NF0781.The dynamic height is computed by dividing the NAVD 88
 NF0781.geopotential number by the normal gravity value computed on the
 NF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0781.degrees latitude (g = 980.6199 gals.).
 NF0781
 NF0781.The modeled gravity was interpolated from observed gravity values.
 NF0781
 NF0781;                    North         East    Units  Estimated Accuracy
 NF0781;SPC MI S     -   146,760.    3,877,380.      MT  (+/- 180 meters Scaled)
 NF0781
 NF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN927404(NAD 83)
 NF0781
 NF0781                          SUPERSEDED SURVEY CONTROL
 NF0781
 NF0781  NGVD 29 (??/??/92)  227.85   (m)          747.5    (f) COMPUTED    2 0
 NF0781
 NF0781.Superseded values are not recommended for survey control.
 NF0781
 NF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0781.See file dsdata.pdf to determine how the superseded data were derived.
 NF0781
 NF0781_MARKER: DD = SURVEY DISK
 NF0781_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0781_STAMPING: 20 J 1
 NF0781_MARK LOGO: CGS+SS
 NF0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0781
 NF0781  HISTORY     - Date     Condition        Report By
 NF0781  HISTORY     - 1934     MONUMENTED       MIGS
 NF0781  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0781  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0781
 NF0781                          STATION DESCRIPTION
 NF0781
 NF0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0781'1 MI E FROM FOREST GROVE STATION.
 NF0781'1.0 MILE EAST ALONG COUNTY ROAD 452 FROM THE CROSSROAD AT FOREST
 NF0781'GROVE STATION, OTTAWA COUNTY, IN JAMESTOWN TOWNSHIP, IN THE
 NF0781'SOUTHEAST QUARTER OF SEC. 17, T 5 N, R 13 W, 530 FEET WEST OF THE
 NF0781'EAST SECTION LINE, 20 FEET NORTH OF THE CENTERLINE OF COUNTY
 NF0781'ROAD 452, AND IN THE NORTH DITCH OF THE ROAD.  A STATE SURVEY
 NF0781'STANDARD DISK, STAMPED 20 J 1 AND SET IN THE TOP OF A CONCRETE
 NF0781'POST.  (NO ELEVATION AVAILABLE.)  NOTE-- IT IS VERY DOUBTFUL IF
 NF0781'THE MARK IS WITHIN 20 FEET OF THE DESCRIBED LOCATION UNLESS IT
 NF0781'IS BURIED MORE THAN A FOOT.
 NF0781
 NF0781                          STATION RECOVERY (2004)
 NF0781
 NF0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0781'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0745 ***********************************************************************
 NF0745  DESIGNATION -  20 K
 NF0745  PID         -  NF0745
 NF0745  STATE/COUNTY-  MI/KENT
 NF0745  COUNTRY     -  US
 NF0745  USGS QUAD   -  CUTLERVILLE (2017)
 NF0745
 NF0745                         *CURRENT SURVEY CONTROL
 NF0745  ______________________________________________________________________
 NF0745* NAD 83(1986) POSITION- 42 52 23.     (N) 085 44 35.     (W)   SCALED
 NF0745* NAVD 88 ORTHO HEIGHT -   216.753 (meters)      711.13  (feet) ADJUSTED
 NF0745  ______________________________________________________________________
 NF0745  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 NF0745  DYNAMIC HEIGHT  -        216.696 (meters)      710.94  (feet) COMP
 NF0745  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 NF0745
 NF0745  VERT ORDER      -  SECOND    CLASS 0
 NF0745
 NF0745.The horizontal coordinates were scaled from a map and have
 NF0745.an estimated accuracy of +/- 6 seconds.
 NF0745
 NF0745.The orthometric height was determined by differential leveling and
 NF0745.adjusted by the NATIONAL GEODETIC SURVEY
 NF0745.in June 1991.
 NF0745
 NF0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0745.GEOID18 height accuracy estimate available here.
 NF0745
 NF0745.Click photographs - Photos may exist for this station.
 NF0745
 NF0745.The dynamic height is computed by dividing the NAVD 88
 NF0745.geopotential number by the normal gravity value computed on the
 NF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0745.degrees latitude (g = 980.6199 gals.).
 NF0745
 NF0745.The modeled gravity was interpolated from observed gravity values.
 NF0745
 NF0745;                    North         East    Units  Estimated Accuracy
 NF0745;SPC MI S     -   153,440.    3,887,550.      MT  (+/- 180 meters Scaled)
 NF0745
 NF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN026474(NAD 83)
 NF0745
 NF0745                          SUPERSEDED SURVEY CONTROL
 NF0745
 NF0745  NGVD 29 (??/??/92)  216.891  (m)          711.58   (f) ADJ UNCH    2 0
 NF0745
 NF0745.Superseded values are not recommended for survey control.
 NF0745
 NF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0745.See file dsdata.pdf to determine how the superseded data were derived.
 NF0745
 NF0745_MARKER: DD = SURVEY DISK
 NF0745_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0745_STAMPING: 20 K
 NF0745_MARK LOGO: CGS+SS
 NF0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0745
 NF0745  HISTORY     - Date     Condition        Report By
 NF0745  HISTORY     - 1934     MONUMENTED       MIGS
 NF0745  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0745  HISTORY     - 1989     GOOD             USPSQD
 NF0745  HISTORY     - 20210722 MARK NOT FOUND   MIDT
 NF0745
 NF0745                          STATION DESCRIPTION
 NF0745
 NF0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0745'3.2 MI SE FROM GRANDVILLE.
 NF0745'3.2 MILES SOUTHEAST ALONG A ROAD FROM GRANDVILLE, KENT COUNTY,
 NF0745'IN WYOMING TOWNSHIP, IN THE SOUTHWEST QUARTER OF SEC. 28, T 6 N,
 NF0745'R 12 W, 1100 FEET NORTH OF THE SOUTH SECTION-LINE ROAD, NEAR THE
 NF0745'EAST RIGHT-OF-WAY FENCE OF THE WEST SECTION-LINE ROAD, AND
 NF0745'36.5 FEET EAST OF THE CENTERLINE OF A GRAVEL COUNTRY ROAD.  A
 NF0745'STATE SURVEY STANDARD DISK, STAMPED 20 K AND SET IN THE TOP OF
 NF0745'A CONCRETE POST PROJECTING 6 INCHS ABOVE GROUND.  NOTE-- A NEW
 NF0745'ROAD HAS BEEN BUILT.
 NF0745
 NF0745                          STATION RECOVERY (1989)
 NF0745
 NF0745'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 NF0745'RECOVERED IN GOOD CONDITION.
 NF0745
 NF0745                          STATION RECOVERY (2021)
 NF0745
 NF0745'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF0745'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0782 ***********************************************************************
 NF0782  DESIGNATION -  20 K 1
 NF0782  PID         -  NF0782
 NF0782  STATE/COUNTY-  MI/OTTAWA
 NF0782  COUNTRY     -  US
 NF0782  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0782
 NF0782                         *CURRENT SURVEY CONTROL
 NF0782  ______________________________________________________________________
 NF0782* NAD 83(1986) POSITION- 42 48 39.     (N) 085 52 56.     (W)   SCALED
 NF0782* NAVD 88 ORTHO HEIGHT -   212.505 (meters)      697.19  (feet) ADJUSTED
 NF0782  ______________________________________________________________________
 NF0782  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 NF0782  DYNAMIC HEIGHT  -        212.451 (meters)      697.02  (feet) COMP
 NF0782  MODELED GRAVITY -    980,364.3   (mgal)                       NAVD 88
 NF0782
 NF0782  VERT ORDER      -  SECOND    CLASS 0
 NF0782
 NF0782.The horizontal coordinates were scaled from a map and have
 NF0782.an estimated accuracy of +/- 6 seconds.
 NF0782
 NF0782.The orthometric height was determined by differential leveling and
 NF0782.adjusted by the NATIONAL GEODETIC SURVEY
 NF0782.in June 1991.
 NF0782
 NF0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0782.GEOID18 height accuracy estimate available here.
 NF0782
 NF0782.Click photographs - Photos may exist for this station.
 NF0782
 NF0782.The dynamic height is computed by dividing the NAVD 88
 NF0782.geopotential number by the normal gravity value computed on the
 NF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0782.degrees latitude (g = 980.6199 gals.).
 NF0782
 NF0782.The modeled gravity was interpolated from observed gravity values.
 NF0782
 NF0782;                    North         East    Units  Estimated Accuracy
 NF0782;SPC MI S     -   146,720.    3,876,060.      MT  (+/- 180 meters Scaled)
 NF0782
 NF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN913404(NAD 83)
 NF0782
 NF0782                          SUPERSEDED SURVEY CONTROL
 NF0782
 NF0782  NGVD 29 (??/??/92)  212.641  (m)          697.64   (f) ADJ UNCH    2 0
 NF0782
 NF0782.Superseded values are not recommended for survey control.
 NF0782
 NF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0782.See file dsdata.pdf to determine how the superseded data were derived.
 NF0782
 NF0782_MARKER: DD = SURVEY DISK
 NF0782_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0782_STAMPING: 20 K 1
 NF0782_MARK LOGO: CGS+SS
 NF0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0782
 NF0782  HISTORY     - Date     Condition        Report By
 NF0782  HISTORY     - 1934     MONUMENTED       MIGS
 NF0782  HISTORY     - 1948     GOOD             CGS
 NF0782  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0782  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0782  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0782
 NF0782                          STATION DESCRIPTION
 NF0782
 NF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0782'2.9 MI E FROM VREISLAND.
 NF0782'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 452 FROM THE CROSSROADS
 NF0782'AT VREISLAND, AT THE CROSSROADS AT FOREST GROVE JUNCTION, SET IN
 NF0782'THE SOUTHWEST QUARTER OF INTERSECTION, 34 FEET SOUTH OF THE
 NF0782'CENTER LINE OF ROAD 452, 76 FEET WEST OF THE CENTER LINE OF THE
 NF0782'CROSSROAD, 2 1/2 FEET NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A
 NF0782'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE
 NF0782'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0782
 NF0782                          STATION RECOVERY (1975)
 NF0782
 NF0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0782'MARK NOT FOUND.
 NF0782
 NF0782                          STATION RECOVERY (1984)
 NF0782
 NF0782'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0782'MARK NOT FOUND.
 NF0782
 NF0782                          STATION RECOVERY (2005)
 NF0782
 NF0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0782'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0478 ***********************************************************************
 OJ0478  DESIGNATION -  20 KEE
 OJ0478  PID         -  OJ0478
 OJ0478  STATE/COUNTY-  MI/HURON
 OJ0478  COUNTRY     -  US
 OJ0478  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0478
 OJ0478                         *CURRENT SURVEY CONTROL
 OJ0478  ______________________________________________________________________
 OJ0478* NAD 83(1986) POSITION- 43 49 48.     (N) 083 20 24.     (W)   SCALED
 OJ0478* NAVD 88 ORTHO HEIGHT -   186.205 (meters)      610.91  (feet) ADJUSTED
 OJ0478  ______________________________________________________________________
 OJ0478  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 OJ0478  DYNAMIC HEIGHT  -        186.175 (meters)      610.81  (feet) COMP
 OJ0478  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 OJ0478
 OJ0478  VERT ORDER      -  FIRST     CLASS 0
 OJ0478
 OJ0478.The horizontal coordinates were scaled from a map and have
 OJ0478.an estimated accuracy of +/- 6 seconds.
 OJ0478
 OJ0478.The orthometric height was determined by differential leveling and
 OJ0478.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0478.in June 1991.
 OJ0478
 OJ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0478.GEOID18 height accuracy estimate available here.
 OJ0478
 OJ0478.Click photographs - Photos may exist for this station.
 OJ0478
 OJ0478.The dynamic height is computed by dividing the NAVD 88
 OJ0478.geopotential number by the normal gravity value computed on the
 OJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0478.degrees latitude (g = 980.6199 gals.).
 OJ0478
 OJ0478.The modeled gravity was interpolated from observed gravity values.
 OJ0478
 OJ0478;                    North         East    Units  Estimated Accuracy
 OJ0478;SPC MI S     -   259,330.    4,082,580.      MT  (+/- 180 meters Scaled)
 OJ0478
 OJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ118556(NAD 83)
 OJ0478
 OJ0478                          SUPERSEDED SURVEY CONTROL
 OJ0478
 OJ0478  NGVD 29 (??/??/92)  186.350  (m)          611.38   (f) ADJ UNCH    1 0
 OJ0478
 OJ0478.Superseded values are not recommended for survey control.
 OJ0478
 OJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0478.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0478
 OJ0478_MARKER: DD = SURVEY DISK
 OJ0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0478_SP_SET: CULVERT
 OJ0478_STAMPING: 20 KEE 1969 611
 OJ0478_MARK LOGO: USGS
 OJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0478+STABILITY: SURFACE MOTION
 OJ0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0478+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 OJ0478
 OJ0478  HISTORY     - Date     Condition        Report By
 OJ0478  HISTORY     - 1969     MONUMENTED       USGS
 OJ0478  HISTORY     - 1976     GOOD             NOS
 OJ0478  HISTORY     - 19980530 GOOD             USPSQD
 OJ0478  HISTORY     - 20130711 GOOD             SPICE
 OJ0478
 OJ0478                          STATION DESCRIPTION
 OJ0478
 OJ0478'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0478'2.2 MI SE FROM BAYPORT.
 OJ0478'2.2 SE OF BAYPORT 0.6 MILE SOUTH ALONG HIGHWAY M 25 FROM THE POST
 OJ0478'OFFICE AT BAYPORT, THENCE 1.6 MILES EAST ALONG HIGHWAY M142, 91 FT.
 OJ0478'NORTH CENTERLINE OF HIGHWAY M142, 20 FEET WEST CENTERLINE HIGHWAY M25,
 OJ0478'6 FT. BELOW ROAD SURFACE, AT THE NORTH END OF THE WEST HEADWALL OF
 OJ0478'CONCRETE CULVERT, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0478'DISK SET INTO THE CONCRETE
 OJ0478
 OJ0478                          STATION RECOVERY (1998)
 OJ0478
 OJ0478'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0478'RECOVERED IN GOOD CONDITION.
 OJ0478
 OJ0478                          STATION RECOVERY (2013)
 OJ0478
 OJ0478'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 OJ0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0746 ***********************************************************************
 NF0746  DESIGNATION -  20 L
 NF0746  PID         -  NF0746
 NF0746  STATE/COUNTY-  MI/KENT
 NF0746  COUNTRY     -  US
 NF0746  USGS QUAD   -  CUTLERVILLE (2017)
 NF0746
 NF0746                         *CURRENT SURVEY CONTROL
 NF0746  ______________________________________________________________________
 NF0746* NAD 83(1986) POSITION- 42 52 12.     (N) 085 42 07.     (W)   SCALED
 NF0746* NAVD 88 ORTHO HEIGHT -   222.407 (meters)      729.68  (feet) ADJUSTED
 NF0746  ______________________________________________________________________
 NF0746  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 NF0746  DYNAMIC HEIGHT  -        222.349 (meters)      729.49  (feet) COMP
 NF0746  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 NF0746
 NF0746  VERT ORDER      -  SECOND    CLASS 0
 NF0746
 NF0746.The horizontal coordinates were scaled from a map and have
 NF0746.an estimated accuracy of +/- 6 seconds.
 NF0746
 NF0746.The orthometric height was determined by differential leveling and
 NF0746.adjusted by the NATIONAL GEODETIC SURVEY
 NF0746.in June 1991.
 NF0746
 NF0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0746.GEOID18 height accuracy estimate available here.
 NF0746
 NF0746.Click photographs - Photos may exist for this station.
 NF0746
 NF0746.The dynamic height is computed by dividing the NAVD 88
 NF0746.geopotential number by the normal gravity value computed on the
 NF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0746.degrees latitude (g = 980.6199 gals.).
 NF0746
 NF0746.The modeled gravity was interpolated from observed gravity values.
 NF0746
 NF0746;                    North         East    Units  Estimated Accuracy
 NF0746;SPC MI S     -   153,040.    3,890,910.      MT  (+/- 180 meters Scaled)
 NF0746
 NF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN060471(NAD 83)
 NF0746
 NF0746                          SUPERSEDED SURVEY CONTROL
 NF0746
 NF0746  NGVD 29 (??/??/92)  222.545  (m)          730.13   (f) ADJ UNCH    2 0
 NF0746
 NF0746.Superseded values are not recommended for survey control.
 NF0746
 NF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0746.See file dsdata.pdf to determine how the superseded data were derived.
 NF0746
 NF0746_MARKER: DD = SURVEY DISK
 NF0746_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0746_STAMPING: 20 L
 NF0746_MARK LOGO: CGS+SS
 NF0746_PROJECTION: RECESSED 30 CENTIMETERS
 NF0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0746
 NF0746  HISTORY     - Date     Condition        Report By
 NF0746  HISTORY     - 1934     MONUMENTED       MIGS
 NF0746
 NF0746                          STATION DESCRIPTION
 NF0746
 NF0746'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0746'1.6 MI W FROM FISHER.
 NF0746'1.6 MILES WEST ALONG A ROAD FROM FISHER, KENT COUNTY, IN WYOMING
 NF0746'TOWNSHIP, NEAR THE SOUTHWEST CORNER OF SEC. 26, T 6 N, R 12 W,
 NF0746'500 FEET EAST OF THE INTERSECTION OF THE SECTION CORNER AND THE
 NF0746'ROAD 87.2 FEET SOUTHEAST OF A HOUSE ACROSS A DRIVEWAY, 71.2 FEET
 NF0746'NORTH OF A 6-INCH OAK TREE, 61.1 FEET NORTHEAST OF A 12-INCH
 NF0746'OAK TREE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0746'STAMPED 20 L AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0784 ***********************************************************************
 NF0784  CBN         -  This is a Cooperative Base Network Control Station.
 NF0784  DESIGNATION -  20 L 1
 NF0784  PID         -  NF0784
 NF0784  STATE/COUNTY-  MI/OTTAWA
 NF0784  COUNTRY     -  US
 NF0784  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0784
 NF0784                         *CURRENT SURVEY CONTROL
 NF0784  ______________________________________________________________________
 NF0784* NAD 83(2011) POSITION- 42 48 40.42770(N) 085 53 45.28646(W)   ADJUSTED
 NF0784* NAD 83(2011) ELLIP HT-   188.938 (meters)        (06/27/12)   ADJUSTED
 NF0784* NAD 83(2011) EPOCH   -  2010.00
 NF0784* NAVD 88 ORTHO HEIGHT -   222.380 (meters)      729.59  (feet) ADJUSTED
 NF0784  ______________________________________________________________________
 NF0784  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 NF0784  NAD 83(2011) X  -    335,396.813 (meters)                     COMP
 NF0784  NAD 83(2011) Y  - -4,674,351.217 (meters)                     COMP
 NF0784  NAD 83(2011) Z  -  4,312,269.673 (meters)                     COMP
 NF0784  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NF0784  DYNAMIC HEIGHT  -        222.324 (meters)      729.41  (feet) COMP
 NF0784  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 NF0784  OBS GRAVITY     -    980,358.9   (mgal)                       GRAV_OBS
 NF0784
 NF0784  VERT ORDER      -  SECOND    CLASS 0
 NF0784
 NF0784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0784  Standards:
 NF0784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0784  -------------------------------------------------------------------
 NF0784  NETWORK    0.70   2.08           0.33   0.22   1.06      0.03536932
 NF0784  -------------------------------------------------------------------
 NF0784  Click here for local accuracies and other accuracy information.
 NF0784
 NF0784.The horizontal coordinates were established by GPS observations
 NF0784.and adjusted by the National Geodetic Survey in June 2012.
 NF0784
 NF0784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0784.been affixed to the stable North American tectonic plate. See 
 NF0784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0784
 NF0784.The horizontal coordinates are valid at the epoch date displayed above
 NF0784.which is a decimal equivalence of Year/Month/Day.
 NF0784
 NF0784.The orthometric height was determined by differential leveling and
 NF0784.adjusted by the NATIONAL GEODETIC SURVEY
 NF0784.in June 1991.
 NF0784
 NF0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0784.GEOID18 height accuracy estimate available here.
 NF0784
 NF0784.Click photographs - Photos may exist for this station.
 NF0784
 NF0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0784
 NF0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0784
 NF0784.The ellipsoidal height was determined by GPS observations
 NF0784.and is referenced to NAD 83.
 NF0784
 NF0784.The dynamic height is computed by dividing the NAVD 88
 NF0784.geopotential number by the normal gravity value computed on the
 NF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0784.degrees latitude (g = 980.6199 gals.).
 NF0784
 NF0784.The modeled gravity was interpolated from observed gravity values.
 NF0784
 NF0784.The observed gravity was obtained from relative gravimeter ties
 NF0784.to the IGSN71 gravity network.
 NF0784
 NF0784. The following values were computed from the NAD 83(2011) position.
 NF0784
 NF0784;                    North         East     Units Scale Factor Converg.
 NF0784;SPC MI S     -   146,783.652 3,874,941.153   MT  0.99990770   -1 02 26.5
 NF0784;SPC MI S     -   481,573.66 12,713,061.53   iFT  0.99990770   -1 02 26.5
 NF0784;UTM  16      - 4,740,443.639   590,267.756   MT  0.99970024   +0 45 01.3
 NF0784
 NF0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0784!SPC MI S     -   0.99997037  x   0.99990770  =   0.99987807
 NF0784!UTM  16      -   0.99997037  x   0.99970024  =   0.99967062
 NF0784
 NF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9026740443(NAD 83)
 NF0784
 NF0784                          SUPERSEDED SURVEY CONTROL
 NF0784
 NF0784  NAD 83(2007)-  42 48 40.42765(N)    085 53 45.28724(W) AD(2002.00) 0
 NF0784  ELLIP H (02/10/07)  188.950  (m)                       GP(2002.00)    
 NF0784  ELLIP H (07/12/02)  188.956  (m)                       GP(       ) 4 2
 NF0784  NAD 83(1994)-  42 48 40.42755(N)    085 53 45.28781(W) AD(       ) B
 NF0784  ELLIP H (09/20/95)  188.977  (m)                       GP(       ) 1 2
 NF0784  NAVD 88             222.38   (m)          729.6    (f) LEVELING    3  
 NF0784  NGVD 29 (??/??/92)  222.516  (m)          730.04   (f) ADJ UNCH    2 0
 NF0784
 NF0784.Superseded values are not recommended for survey control.
 NF0784
 NF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0784.See file dsdata.pdf to determine how the superseded data were derived.
 NF0784
 NF0784_MARKER: DB = BENCH MARK DISK
 NF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0784_STAMPING: 20-L1
 NF0784_MARK LOGO: CGS+SS
 NF0784_PROJECTION: PROJECTING 5 CENTIMETERS
 NF0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0784+STABILITY: SURFACE MOTION
 NF0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0784+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 NF0784
 NF0784  HISTORY     - Date     Condition        Report By
 NF0784  HISTORY     - 1934     MONUMENTED       MIGS
 NF0784  HISTORY     - 1948     GOOD             CGS
 NF0784  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0784  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0784  HISTORY     - 19940727 GOOD             NGS
 NF0784  HISTORY     - 20010426 GOOD             NGS
 NF0784  HISTORY     - 20080426 GOOD             JCLS
 NF0784  HISTORY     - 20121018 GOOD             WOOLPT
 NF0784  HISTORY     - 20121022 GOOD             WOOLPT
 NF0784  HISTORY     - 20200728 GOOD             MIDT
 NF0784
 NF0784                          STATION DESCRIPTION
 NF0784
 NF0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0784'2.2 MI E FROM VREISLAND.
 NF0784'ABOUT 2.2 MILES EAST ALONG COUNTY ROAD 452 FROM THE CROSSROADS
 NF0784'AT VREISLAND, ABOUT 0.7 MILE WEST OF THE CROSSROADS AT FOREST
 NF0784'GROVE STATION, ABOUT 0.25 MILE EAST OF A CROSSROAD, AT A DRIVE
 NF0784'TO A LARGE RED BARN, ON ROAD FILL, 23 FEET NORTH OF THE CENTER
 NF0784'LINE OF THE ROAD, 86 FEET WEST OF THE CENTER LINE OF THE DRIVE
 NF0784'TO BARN, 33 FEET SOUTH-SOUTHEAST OF THE 1ST POWER POLE WEST OF
 NF0784'DRIVE, 34 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 27 FEET WEST
 NF0784'OF A 4-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0784'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0784'POST PROJECTING 2 INCHES.  NOTE-- CONCRETE IS CHIPPED BUT MARK
 NF0784'APPEARS TO BE SOLID.
 NF0784
 NF0784                          STATION RECOVERY (1975)
 NF0784
 NF0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0784'MARK NOT FOUND.
 NF0784
 NF0784                          STATION RECOVERY (1984)
 NF0784
 NF0784'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0784'MARK NOT FOUND.
 NF0784
 NF0784                          STATION RECOVERY (1994)
 NF0784
 NF0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0784'STATION IS LOCATED IN QUAD 420854, ABOUT 8 KM (4.95 MI) EAST OF
 NF0784'ZEELAND, 3.5 KM (2.15 MI) EAST FROM THE CROSS ROADS AT VREISLAND,
 NF0784'ALONG A PAVED ROAD, ON THE RIGHT-OF-WAY, IN SECTION 18, T 5 N, R 13 W,
 NF0784'AND IN JAMESTOWN TOWNSHIP.  OWNERSHIP--OTTAWA COUNTY.  TO REACH FROM
 NF0784'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196 AND BYRON ROAD
 NF0784'(EXIT 55) , ABOUT 1 KM (0.60 MI) EAST OF ZEELAND, GO EAST ON BYRON
 NF0784'ROAD FOR 6.55 KM (4.05 MI) TO GRADED CROSSROAD (48TH AVENUE) IN A JOG.
 NF0784'CONTINUE EAST FOR 0.38 KM (0.25 MI) TO A LOW RISE AND THE STATION ON
 NF0784'THE LEFT.  STATION IS RECESSED 20 CM BELOW GROUND ON THE SLOPED
 NF0784'SHOULDER.  IT IS 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF A DRIVEWAY
 NF0784'TO 4553 BYRON ROAD, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF BYRON
 NF0784'ROAD, 6.0 M (19.7 FT) EAST OF THE EXTENDED EAST WALL OF A BRICK HOUSE
 NF0784'AT 4590 BYRON ROAD, 1.4 M (4.6 FT) WEST OF THE EXTENDED FENCE LINE
 NF0784'BETWEEN A LAWN AND A FIELD, AND 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS
 NF0784'WITNESS POST.  DESCRIBED BY G.R.  HEID.
 NF0784
 NF0784                          STATION RECOVERY (2001)
 NF0784
 NF0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0784'STATION IS A STANDARD CGS AND STATE SURVEY DISK AND IT WAS
 NF0784'RECOVERED  ON 04-03-2001 BY A PRIVATE SURVEY FIRM, WILLIAMS AND
 NF0784'WORKS, (JEM) IN GOOD CONDITION.  STATION IS GOOD FOR USE WITH G.P.S.
 NF0784'
 NF0784'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0784
 NF0784                          STATION RECOVERY (2008)
 NF0784
 NF0784'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 NF0784'RECOVERED IN GOOD CONDITION.
 NF0784
 NF0784                          STATION RECOVERY (2012)
 NF0784
 NF0784'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 NF0784'RECOVERED IN GOOD CONDITION.
 NF0784
 NF0784                          STATION RECOVERY (2012)
 NF0784
 NF0784'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 NF0784'RECOVERED IN GOOD CONDITION.
 NF0784
 NF0784                          STATION RECOVERY (2020)
 NF0784
 NF0784'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0748 ***********************************************************************
 NF0748  DESIGNATION -  20 M
 NF0748  PID         -  NF0748
 NF0748  STATE/COUNTY-  MI/KENT
 NF0748  COUNTRY     -  US
 NF0748  USGS QUAD   -  CUTLERVILLE (2017)
 NF0748
 NF0748                         *CURRENT SURVEY CONTROL
 NF0748  ______________________________________________________________________
 NF0748* NAD 83(1986) POSITION- 42 52 09.     (N) 085 38 42.     (W)   SCALED
 NF0748* NAVD 88 ORTHO HEIGHT -   210.393 (meters)      690.26  (feet) ADJUSTED
 NF0748  ______________________________________________________________________
 NF0748  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 NF0748  DYNAMIC HEIGHT  -        210.336 (meters)      690.08  (feet) COMP
 NF0748  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 NF0748
 NF0748  VERT ORDER      -  SECOND    CLASS 0
 NF0748
 NF0748.The horizontal coordinates were scaled from a map and have
 NF0748.an estimated accuracy of +/- 6 seconds.
 NF0748
 NF0748.The orthometric height was determined by differential leveling and
 NF0748.adjusted by the NATIONAL GEODETIC SURVEY
 NF0748.in June 1991.
 NF0748
 NF0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0748.GEOID18 height accuracy estimate available here.
 NF0748
 NF0748.Click photographs - Photos may exist for this station.
 NF0748
 NF0748.The dynamic height is computed by dividing the NAVD 88
 NF0748.geopotential number by the normal gravity value computed on the
 NF0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0748.degrees latitude (g = 980.6199 gals.).
 NF0748
 NF0748.The modeled gravity was interpolated from observed gravity values.
 NF0748
 NF0748;                    North         East    Units  Estimated Accuracy
 NF0748;SPC MI S     -   152,880.    3,895,560.      MT  (+/- 180 meters Scaled)
 NF0748
 NF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN106471(NAD 83)
 NF0748
 NF0748                          SUPERSEDED SURVEY CONTROL
 NF0748
 NF0748  NGVD 29 (??/??/92)  210.530  (m)          690.71   (f) ADJ UNCH    2 0
 NF0748
 NF0748.Superseded values are not recommended for survey control.
 NF0748
 NF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0748.See file dsdata.pdf to determine how the superseded data were derived.
 NF0748
 NF0748_MARKER: DD = SURVEY DISK
 NF0748_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0748_STAMPING: 20-M
 NF0748_MARK LOGO: CGS+SS
 NF0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0748
 NF0748  HISTORY     - Date     Condition        Report By
 NF0748  HISTORY     - 1934     MONUMENTED       MIGS
 NF0748  HISTORY     - 1948     GOOD             CGS
 NF0748  HISTORY     - 1965     MARK NOT FOUND   CGS
 NF0748  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 NF0748
 NF0748                          STATION DESCRIPTION
 NF0748
 NF0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0748'5 MI NW FROM DUTTON.
 NF0748'3.0 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS AT
 NF0748'DUTTON, THENCE ABOUT 2.0 MILES NORTH ALONG EASTERN AVENUE, AT
 NF0748'THE INTERSECTION OF 52ND STREET SE, 105 1/2 FEET SOUTHEAST OF
 NF0748'THE CENTER OF THE INTERSECTION, 47 FEET EAST OF THE CENTER LINE
 NF0748'OF EASTERN AVENUE, 91 FEET SOUTH OF 52ND STREET SE, 37 1/2 FEET
 NF0748'WEST OF THE MAIN WEST ENTRANCE TO A BRICK FRONT STORE BUILDING,
 NF0748'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 NF0748'CONCRETE POST PROJECTING 6 IN.
 NF0748
 NF0748                          STATION RECOVERY (1965)
 NF0748
 NF0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NF0748'MARK NOT FOUND.
 NF0748
 NF0748                          STATION RECOVERY (2006)
 NF0748
 NF0748'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0748'MARK IS LONG GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0787 ***********************************************************************
 NF0787  DESIGNATION -  20 M 1
 NF0787  PID         -  NF0787
 NF0787  STATE/COUNTY-  MI/OTTAWA
 NF0787  COUNTRY     -  US
 NF0787  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0787
 NF0787                         *CURRENT SURVEY CONTROL
 NF0787  ______________________________________________________________________
 NF0787* NAD 83(1986) POSITION- 42 48 44.     (N) 085 55 15.     (W)   SCALED
 NF0787* NAVD 88 ORTHO HEIGHT -   225.128 (meters)      738.61  (feet) ADJUSTED
 NF0787  ______________________________________________________________________
 NF0787  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 NF0787  DYNAMIC HEIGHT  -        225.072 (meters)      738.42  (feet) COMP
 NF0787  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 NF0787
 NF0787  VERT ORDER      -  SECOND    CLASS 0
 NF0787
 NF0787.The horizontal coordinates were scaled from a map and have
 NF0787.an estimated accuracy of +/- 6 seconds.
 NF0787
 NF0787.The orthometric height was determined by differential leveling and
 NF0787.adjusted by the NATIONAL GEODETIC SURVEY
 NF0787.in June 1991.
 NF0787
 NF0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0787.GEOID18 height accuracy estimate available here.
 NF0787
 NF0787.Click photographs - Photos may exist for this station.
 NF0787
 NF0787.The dynamic height is computed by dividing the NAVD 88
 NF0787.geopotential number by the normal gravity value computed on the
 NF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0787.degrees latitude (g = 980.6199 gals.).
 NF0787
 NF0787.The modeled gravity was interpolated from observed gravity values.
 NF0787
 NF0787;                    North         East    Units  Estimated Accuracy
 NF0787;SPC MI S     -   146,930.    3,872,910.      MT  (+/- 180 meters Scaled)
 NF0787
 NF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN882405(NAD 83)
 NF0787
 NF0787                          SUPERSEDED SURVEY CONTROL
 NF0787
 NF0787  NGVD 29 (??/??/92)  225.266  (m)          739.06   (f) ADJ UNCH    2 0
 NF0787
 NF0787.Superseded values are not recommended for survey control.
 NF0787
 NF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0787.See file dsdata.pdf to determine how the superseded data were derived.
 NF0787
 NF0787_MARKER: DD = SURVEY DISK
 NF0787_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0787_STAMPING: 20 M 1
 NF0787_MARK LOGO: CGS+SS
 NF0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0787
 NF0787  HISTORY     - Date     Condition        Report By
 NF0787  HISTORY     - 1934     MONUMENTED       MIGS
 NF0787  HISTORY     - 1948     GOOD             CGS
 NF0787  HISTORY     - 1984     POOR             USPSQD
 NF0787  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0787
 NF0787                          STATION DESCRIPTION
 NF0787
 NF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0787'0.9 MI E FROM VREISLAND.
 NF0787'ABOUT 0.9 MILE EAST ALONG COUNTY ROAD 452 FROM THE CROSS ROAD AT
 NF0787'VREISLAND, IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH A
 NF0787'NORTH-SOUTH CROSS ROAD, 236 FEET WEST OF THE CENTER LINE OF THE
 NF0787'ROAD NORTH, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD
 NF0787'EAST-WEST, 73 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 NF0787'POWER POLE WITH A TRANSFORMER, 19 FEET EAST OF THE THIRD
 NF0787'TELEPHONE POLE WEST OF THE CROSS ROAD, 2 FEET SOUTH OF A FENCE
 NF0787'LINE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 NF0787'POST PROJECTING 6 INCHES.
 NF0787
 NF0787                          STATION RECOVERY (1984)
 NF0787
 NF0787'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0787'CEMENT BADLY CHIPPED. 80 PERCENT OF DISK BROKEN OFF-- NO STAMPINGS
 NF0787'REMAINS. CEMNENT POST LOOSE IN GROUND.
 NF0787
 NF0787                          STATION RECOVERY (2004)
 NF0787
 NF0787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0749 ***********************************************************************
 NF0749  DESIGNATION -  20 N
 NF0749  PID         -  NF0749
 NF0749  STATE/COUNTY-  MI/KENT
 NF0749  COUNTRY     -  US
 NF0749  USGS QUAD   -  CUTLERVILLE (2017)
 NF0749
 NF0749                         *CURRENT SURVEY CONTROL
 NF0749  ______________________________________________________________________
 NF0749* NAD 83(1986) POSITION- 42 51 48.     (N) 085 38 41.     (W)   SCALED
 NF0749* NAVD 88 ORTHO HEIGHT -   210.994 (meters)      692.24  (feet) ADJUSTED
 NF0749  ______________________________________________________________________
 NF0749  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 NF0749  DYNAMIC HEIGHT  -        210.938 (meters)      692.05  (feet) COMP
 NF0749  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 NF0749
 NF0749  VERT ORDER      -  SECOND    CLASS 0
 NF0749
 NF0749.The horizontal coordinates were scaled from a map and have
 NF0749.an estimated accuracy of +/- 6 seconds.
 NF0749
 NF0749.The orthometric height was determined by differential leveling and
 NF0749.adjusted by the NATIONAL GEODETIC SURVEY
 NF0749.in June 1991.
 NF0749
 NF0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0749.GEOID18 height accuracy estimate available here.
 NF0749
 NF0749.Click photographs - Photos may exist for this station.
 NF0749
 NF0749.The dynamic height is computed by dividing the NAVD 88
 NF0749.geopotential number by the normal gravity value computed on the
 NF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0749.degrees latitude (g = 980.6199 gals.).
 NF0749
 NF0749.The modeled gravity was interpolated from observed gravity values.
 NF0749
 NF0749;                    North         East    Units  Estimated Accuracy
 NF0749;SPC MI S     -   152,230.    3,895,570.      MT  (+/- 180 meters Scaled)
 NF0749
 NF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107465(NAD 83)
 NF0749
 NF0749                          SUPERSEDED SURVEY CONTROL
 NF0749
 NF0749  NGVD 29 (??/??/92)  211.13   (m)          692.7    (f) COMPUTED    2 0
 NF0749
 NF0749.Superseded values are not recommended for survey control.
 NF0749
 NF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0749.See file dsdata.pdf to determine how the superseded data were derived.
 NF0749
 NF0749_MARKER: DD = SURVEY DISK
 NF0749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0749_STAMPING: 20 N
 NF0749_MARK LOGO: CGS+SS
 NF0749_PROJECTION: RECESSED 30 CENTIMETERS
 NF0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0749
 NF0749  HISTORY     - Date     Condition        Report By
 NF0749  HISTORY     - 1934     MONUMENTED       MIGS
 NF0749  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0749  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 NF0749
 NF0749                          STATION DESCRIPTION
 NF0749
 NF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0749'2 MI E FROM FISHER.
 NF0749'2.0 MILES EAST ALONG A ROAD FROM FISHER, KENT COUNTY, IN PARIS
 NF0749'TOWNSHIP, NEAR THE SOUTH CORNER OF THE SOUTHEAST QUARTER OF THE
 NF0749'NORTHEAST QUARTER OF SEC 31, T 6 N, R 11W, 47 FEET WEST OF
 NF0749'THE CENTERLINE OF THE ROAD, 25 FEET SOUTHWEST OF A POLE, 9
 NF0749'FEET NORTH OF THE QUARTER-LINE FENCE, 3 FEET WEST OF THE
 NF0749'ROAD-FENCE LINE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0749'STANDARD DISK, STAMPED 20 N AND SET IN THE TOP OF A CONCRETE
 NF0749'POST.  NOTE-- UNABLE TO LOCATE THE MARK.  IT MAY BE THERE BUT
 NF0749'IS BURIED AND WOULD BE HARD TO LOCATE.
 NF0749
 NF0749                          STATION RECOVERY (2006)
 NF0749
 NF0749'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0749'MARK IS LONG GONE. DRIVEWAY TO HOUSE SITS WHERE MARK USED TO BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0788 ***********************************************************************
 NF0788  DESIGNATION -  20 N 1
 NF0788  PID         -  NF0788
 NF0788  STATE/COUNTY-  MI/OTTAWA
 NF0788  COUNTRY     -  US
 NF0788  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0788
 NF0788                         *CURRENT SURVEY CONTROL
 NF0788  ______________________________________________________________________
 NF0788* NAD 83(1986) POSITION- 42 48 42.     (N) 085 56 13.     (W)   SCALED
 NF0788* NAVD 88 ORTHO HEIGHT -   213.943 (meters)      701.91  (feet) ADJUSTED
 NF0788  ______________________________________________________________________
 NF0788  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 NF0788  DYNAMIC HEIGHT  -        213.889 (meters)      701.73  (feet) COMP
 NF0788  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 NF0788
 NF0788  VERT ORDER      -  SECOND    CLASS 0
 NF0788
 NF0788.The horizontal coordinates were scaled from a map and have
 NF0788.an estimated accuracy of +/- 6 seconds.
 NF0788
 NF0788.The orthometric height was determined by differential leveling and
 NF0788.adjusted by the NATIONAL GEODETIC SURVEY
 NF0788.in June 1991.
 NF0788
 NF0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0788.GEOID18 height accuracy estimate available here.
 NF0788
 NF0788.Click photographs - Photos may exist for this station.
 NF0788
 NF0788.The dynamic height is computed by dividing the NAVD 88
 NF0788.geopotential number by the normal gravity value computed on the
 NF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0788.degrees latitude (g = 980.6199 gals.).
 NF0788
 NF0788.The modeled gravity was interpolated from observed gravity values.
 NF0788
 NF0788;                    North         East    Units  Estimated Accuracy
 NF0788;SPC MI S     -   146,890.    3,871,590.      MT  (+/- 180 meters Scaled)
 NF0788
 NF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN869404(NAD 83)
 NF0788
 NF0788                          SUPERSEDED SURVEY CONTROL
 NF0788
 NF0788  NGVD 29 (??/??/92)  214.081  (m)          702.36   (f) ADJ UNCH    2 0
 NF0788
 NF0788.Superseded values are not recommended for survey control.
 NF0788
 NF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0788.See file dsdata.pdf to determine how the superseded data were derived.
 NF0788
 NF0788_MARKER: DD = SURVEY DISK
 NF0788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0788_STAMPING: 20-N 1
 NF0788_MARK LOGO: CGS+SS
 NF0788_PROJECTION: RECESSED 3 CENTIMETERS
 NF0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0788
 NF0788  HISTORY     - Date     Condition        Report By
 NF0788  HISTORY     - 1934     MONUMENTED       MIGS
 NF0788  HISTORY     - 1948     GOOD             CGS
 NF0788  HISTORY     - 1984     GOOD             USPSQD
 NF0788  HISTORY     - 1987     GOOD             USPSQD
 NF0788  HISTORY     - 1990     GOOD             USPSQD
 NF0788  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0788
 NF0788                          STATION DESCRIPTION
 NF0788
 NF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0788'IN VREISLAND.
 NF0788'IN VREISLAND, ABOUT 0.1 MILE EAST OF THE CROSS ROAD, 0.2 MILE
 NF0788'EAST OF THE SCHOOL, 202 FEET EAST OF THE EAST END OF A 12-INCH
 NF0788'PIPE CULVERT UNDER A DRIVE WAY LEADING SOUTH, 147 FEET EAST OF
 NF0788'THE EXTENDED CENTER LINE OF A BARN ON THE SOUTH SIDE OF THE ROAD,
 NF0788'99 FEET EAST OF A CONCRETE POST MARKING THE END OF A FEDERAL
 NF0788'AID HIGHWAY PROJECT, 57 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 NF0788'A TELEPHONE POLE, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NF0788'18 FEET EAST-NORTHEAST OF THE SIXTH POWER POLE EAST OF THE CROSS
 NF0788'ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0788'1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 NF0788'POST ABOUT 1 INCH UNDER GROUND.
 NF0788
 NF0788                          STATION RECOVERY (1984)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0788'MARK FOUND 99 FEET EAST OF CONCRETE POST MARKING END OF FED. AID
 NF0788'HIGHWAY PROJECT, AND APPROXIMATELY 22 FEET SOUTH OF CENTERLINE OF
 NF0788'ROAD. BURIED 3 INCHES UNDER GROUND.
 NF0788
 NF0788                          STATION RECOVERY (1987)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0788'RECOVERED IN GOOD CONDITION.
 NF0788
 NF0788                          STATION RECOVERY (1990)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0788'RECOVERED IN GOOD CONDITION.
 NF0788
 NF0788                          STATION RECOVERY (2004)
 NF0788
 NF0788'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0788'MONUMENT NOT FOUND. SANITARY SEWER LINE RUNS EAST + WEST 7' +/- SOUTH
 NF0788'OF THE DESCRIBED LOCATION IN THE NGS DATASHEET.  SANITARY SEWER LINE
 NF0788'IS 12'DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0789 ***********************************************************************
 NF0789  DESIGNATION -  20 O 1
 NF0789  PID         -  NF0789
 NF0789  STATE/COUNTY-  MI/OTTAWA
 NF0789  COUNTRY     -  US
 NF0789  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0789
 NF0789                         *CURRENT SURVEY CONTROL
 NF0789  ______________________________________________________________________
 NF0789* NAD 83(1986) POSITION- 42 48 45.     (N) 085 57 38.     (W)   SCALED
 NF0789* NAVD 88 ORTHO HEIGHT -   198.902 (meters)      652.56  (feet) ADJUSTED
 NF0789  ______________________________________________________________________
 NF0789  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 NF0789  DYNAMIC HEIGHT  -        198.853 (meters)      652.40  (feet) COMP
 NF0789  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 NF0789
 NF0789  VERT ORDER      -  SECOND    CLASS 0
 NF0789
 NF0789.The horizontal coordinates were scaled from a map and have
 NF0789.an estimated accuracy of +/- 6 seconds.
 NF0789
 NF0789.The orthometric height was determined by differential leveling and
 NF0789.adjusted by the NATIONAL GEODETIC SURVEY
 NF0789.in June 1991.
 NF0789
 NF0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0789.GEOID18 height accuracy estimate available here.
 NF0789
 NF0789.Click photographs - Photos may exist for this station.
 NF0789
 NF0789.The dynamic height is computed by dividing the NAVD 88
 NF0789.geopotential number by the normal gravity value computed on the
 NF0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0789.degrees latitude (g = 980.6199 gals.).
 NF0789
 NF0789.The modeled gravity was interpolated from observed gravity values.
 NF0789
 NF0789;                    North         East    Units  Estimated Accuracy
 NF0789;SPC MI S     -   147,020.    3,869,660.      MT  (+/- 180 meters Scaled)
 NF0789
 NF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN849405(NAD 83)
 NF0789
 NF0789                          SUPERSEDED SURVEY CONTROL
 NF0789
 NF0789  NGVD 29 (??/??/92)  199.044  (m)          653.03   (f) ADJ UNCH    2 0
 NF0789
 NF0789.Superseded values are not recommended for survey control.
 NF0789
 NF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0789.See file dsdata.pdf to determine how the superseded data were derived.
 NF0789
 NF0789_MARKER: DD = SURVEY DISK
 NF0789_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0789_STAMPING: 20-O 1
 NF0789_MARK LOGO: CGS+SS
 NF0789_PROJECTION: RECESSED 3 CENTIMETERS
 NF0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0789
 NF0789  HISTORY     - Date     Condition        Report By
 NF0789  HISTORY     - 1934     MONUMENTED       MIGS
 NF0789  HISTORY     - 1948     GOOD             CGS
 NF0789  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0789  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0789  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0789  HISTORY     - 20041001 POOR             INDIV
 NF0789
 NF0789                          STATION DESCRIPTION
 NF0789
 NF0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0789'1 MI W FROM VREISLAND.
 NF0789'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 452 FROM THE CROSS ROAD
 NF0789'AT VREISLAND, 2.8 MILES EAST ALONG ROAD 452 FROM THE POST OFFICE
 NF0789'IN ZEELAND, 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW
 NF0789'BUNGALOW (HOUSE NO. 7213), 171 FEET WEST OF THE CENTER LINE OF A
 NF0789'ROAD NORTH, 104 FEET WEST OF A 10-INCH ELM TREE, 59 FEET NORTH
 NF0789'AND ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER, 46 FEET
 NF0789'WEST OF TELEPHONE CABLE POLE NO. 479, 22 FEET NORTH OF THE
 NF0789'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NF0789'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP
 NF0789'OF A CONCRETE POST ABOUT 1 INCH UNDER GROUND.
 NF0789
 NF0789                          STATION RECOVERY (1975)
 NF0789
 NF0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (1984)
 NF0789
 NF0789'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (2004)
 NF0789
 NF0789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (2004)
 NF0789
 NF0789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0789'RECOVERED AS DESCRIBEDDESIGANITION 20-O-1
 NF0789'SE 1/4 OF SECTION 16 T5N R14W, OTTAWA COUNTY, MICHIGAN, BYRON RD AND
 NF0789'72ND AVE. 171'WEST AND 22' NORTH OF CENTERLINE INTERSECTION, 81' SW OF
 NF0789'SW CORNER OF HSE 7213 AND 9 FEET N OF EDGE OF BIT ROAD,STANDARD DISK
 NF0789'2' BELOW RD IN GRAVEL,CREW WAS NOT ABLE TO READ MARKINGS ON THE DISK,
 NF0789'WE SET A SURVEY MARKER 2' NORTH OF THE DISK. WE CALLED THE CONDITION
 NF0789'POOR BECAUSE OF NOT BEING ABLE TO READ THE STAMPINGS ON THE DISK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0752 ***********************************************************************
 NF0752  DESIGNATION -  20 P
 NF0752  PID         -  NF0752
 NF0752  STATE/COUNTY-  MI/KENT
 NF0752  COUNTRY     -  US
 NF0752  USGS QUAD   -  CUTLERVILLE (2017)
 NF0752
 NF0752                         *CURRENT SURVEY CONTROL
 NF0752  ______________________________________________________________________
 NF0752* NAD 83(1986) POSITION- 42 50 26.     (N) 085 38 40.     (W)   SCALED
 NF0752* NAVD 88 ORTHO HEIGHT -   213.315 (meters)      699.85  (feet) ADJUSTED
 NF0752  ______________________________________________________________________
 NF0752  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 NF0752  DYNAMIC HEIGHT  -        213.258 (meters)      699.66  (feet) COMP
 NF0752  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 NF0752
 NF0752  VERT ORDER      -  SECOND    CLASS 0
 NF0752
 NF0752.The horizontal coordinates were scaled from a map and have
 NF0752.an estimated accuracy of +/- 6 seconds.
 NF0752
 NF0752.The orthometric height was determined by differential leveling and
 NF0752.adjusted by the NATIONAL GEODETIC SURVEY
 NF0752.in June 1991.
 NF0752
 NF0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0752.GEOID18 height accuracy estimate available here.
 NF0752
 NF0752.Click photographs - Photos may exist for this station.
 NF0752
 NF0752.The dynamic height is computed by dividing the NAVD 88
 NF0752.geopotential number by the normal gravity value computed on the
 NF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0752.degrees latitude (g = 980.6199 gals.).
 NF0752
 NF0752.The modeled gravity was interpolated from observed gravity values.
 NF0752
 NF0752;                    North         East    Units  Estimated Accuracy
 NF0752;SPC MI S     -   149,700.    3,895,550.      MT  (+/- 180 meters Scaled)
 NF0752
 NF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107440(NAD 83)
 NF0752
 NF0752                          SUPERSEDED SURVEY CONTROL
 NF0752
 NF0752  NGVD 29 (??/??/92)  213.452  (m)          700.30   (f) ADJ UNCH    2 0
 NF0752
 NF0752.Superseded values are not recommended for survey control.
 NF0752
 NF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0752.See file dsdata.pdf to determine how the superseded data were derived.
 NF0752
 NF0752_MARKER: DD = SURVEY DISK
 NF0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0752_STAMPING: 20 P
 NF0752_MARK LOGO: CGS+SS
 NF0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0752+STABILITY: SURFACE MOTION
 NF0752
 NF0752  HISTORY     - Date     Condition        Report By
 NF0752  HISTORY     - 1934     MONUMENTED       MIGS
 NF0752  HISTORY     - 1941     GOOD             CGS
 NF0752  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0752
 NF0752                          STATION DESCRIPTION
 NF0752
 NF0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0752'3 MI W FROM DUTTON.
 NF0752'3.0 MILES WEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN GAINES
 NF0752'TOWNSHIP, AT THE NORTHWEST CORNER OF SEC. 8, T 5 N, R 11 W, AT
 NF0752'THE SOUTHEAST CORNER OF A ROAD INTERSECTION, AT A CHURCH, 30
 NF0752'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER, 43 FEET SOUTH OF
 NF0752'A POLE, AND 17 FEET EAST OF AN 8-INCH HICKORY TREE.  A STATE
 NF0752'SURVEY STANDARD DISK, STAMPED 20 P AND SET IN THE TOP OF A
 NF0752'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NF0752
 NF0752                          STATION RECOVERY (1983)
 NF0752
 NF0752'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0752'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0790 ***********************************************************************
 NF0790  DESIGNATION -  20 P 1
 NF0790  PID         -  NF0790
 NF0790  STATE/COUNTY-  MI/OTTAWA
 NF0790  COUNTRY     -  US
 NF0790  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0790
 NF0790                         *CURRENT SURVEY CONTROL
 NF0790  ______________________________________________________________________
 NF0790* NAD 83(1986) POSITION- 42 48 44.     (N) 085 59 08.     (W)   SCALED
 NF0790* NAVD 88 ORTHO HEIGHT -   205.765 (meters)      675.08  (feet) ADJUSTED
 NF0790  ______________________________________________________________________
 NF0790  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 NF0790  DYNAMIC HEIGHT  -        205.714 (meters)      674.91  (feet) COMP
 NF0790  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 NF0790
 NF0790  VERT ORDER      -  SECOND    CLASS 0
 NF0790
 NF0790.The horizontal coordinates were scaled from a map and have
 NF0790.an estimated accuracy of +/- 6 seconds.
 NF0790
 NF0790.The orthometric height was determined by differential leveling and
 NF0790.adjusted by the NATIONAL GEODETIC SURVEY
 NF0790.in June 1991.
 NF0790
 NF0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0790.GEOID18 height accuracy estimate available here.
 NF0790
 NF0790.Click photographs - Photos may exist for this station.
 NF0790
 NF0790.The dynamic height is computed by dividing the NAVD 88
 NF0790.geopotential number by the normal gravity value computed on the
 NF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0790.degrees latitude (g = 980.6199 gals.).
 NF0790
 NF0790.The modeled gravity was interpolated from observed gravity values.
 NF0790
 NF0790;                    North         East    Units  Estimated Accuracy
 NF0790;SPC MI S     -   147,030.    3,867,610.      MT  (+/- 180 meters Scaled)
 NF0790
 NF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN829404(NAD 83)
 NF0790
 NF0790                          SUPERSEDED SURVEY CONTROL
 NF0790
 NF0790  NGVD 29 (??/??/92)  205.908  (m)          675.55   (f) ADJ UNCH    2 0
 NF0790
 NF0790.Superseded values are not recommended for survey control.
 NF0790
 NF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0790.See file dsdata.pdf to determine how the superseded data were derived.
 NF0790
 NF0790_MARKER: DD = SURVEY DISK
 NF0790_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0790_STAMPING: 20 P 1
 NF0790_MARK LOGO: CGS+SS
 NF0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0790
 NF0790  HISTORY     - Date     Condition        Report By
 NF0790  HISTORY     - 1934     MONUMENTED       MIGS
 NF0790  HISTORY     - 1934     GOOD             CGS
 NF0790  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0790  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0790
 NF0790                          STATION DESCRIPTION
 NF0790
 NF0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0790'2.2 MI E FROM ZEELAND.
 NF0790'2.2 MILES EAST ALONG COUNTY ROAD 452 FROM THE POST OFFICE AT
 NF0790'ZEELAND, OTTAWA COUNTY, IN ZEELAND TOWNSHIP, IN THE NORTHEAST
 NF0790'QUARTER OF SEC. 20, T 5 N, R 14 W, 0.2 MILE WEST OF THE EAST
 NF0790'LINE OF THE SECTION, 61.5 FEET NORTHEAST OF A FENCE CORNER, 55.5
 NF0790'FEET EAST OF A POWER-TRANSMISSION LINE POLE, 35 FEET EAST OF A
 NF0790'NORTH-AND-SOUTH FENCE LINE, 27.8 FEET SOUTH OF THE CENTERLINE
 NF0790'OF THE ROAD, AND 6 INCHES UNDER GROUND.  A STATE SURVEY STANDARD
 NF0790'DISK, STAMPED 20 P 1 AND SET IN THE TOP OF A CONCRETE POST.
 NF0790
 NF0790                          STATION RECOVERY (1975)
 NF0790
 NF0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0790'MARK NOT FOUND.
 NF0790
 NF0790                          STATION RECOVERY (1987)
 NF0790
 NF0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0790'MARK NOT FOUND.
 NF0790
 NF0790                          STATION RECOVERY (2005)
 NF0790
 NF0790'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0753 ***********************************************************************
 NF0753  DESIGNATION -  20 Q
 NF0753  PID         -  NF0753
 NF0753  STATE/COUNTY-  MI/KENT
 NF0753  COUNTRY     -  US
 NF0753  USGS QUAD   -  CUTLERVILLE (2017)
 NF0753
 NF0753                         *CURRENT SURVEY CONTROL
 NF0753  ______________________________________________________________________
 NF0753* NAD 83(1986) POSITION- 42 50 01.     (N) 085 38 40.     (W)   SCALED
 NF0753* NAVD 88 ORTHO HEIGHT -   221.514 (meters)      726.75  (feet) ADJUSTED
 NF0753  ______________________________________________________________________
 NF0753  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 NF0753  DYNAMIC HEIGHT  -        221.454 (meters)      726.55  (feet) COMP
 NF0753  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 NF0753
 NF0753  VERT ORDER      -  SECOND    CLASS 0
 NF0753
 NF0753.The horizontal coordinates were scaled from a map and have
 NF0753.an estimated accuracy of +/- 6 seconds.
 NF0753
 NF0753.The orthometric height was determined by differential leveling and
 NF0753.adjusted by the NATIONAL GEODETIC SURVEY
 NF0753.in June 1991.
 NF0753
 NF0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0753.GEOID18 height accuracy estimate available here.
 NF0753
 NF0753.Click photographs - Photos may exist for this station.
 NF0753
 NF0753.The dynamic height is computed by dividing the NAVD 88
 NF0753.geopotential number by the normal gravity value computed on the
 NF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0753.degrees latitude (g = 980.6199 gals.).
 NF0753
 NF0753.The modeled gravity was interpolated from observed gravity values.
 NF0753
 NF0753;                    North         East    Units  Estimated Accuracy
 NF0753;SPC MI S     -   148,930.    3,895,540.      MT  (+/- 180 meters Scaled)
 NF0753
 NF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107432(NAD 83)
 NF0753
 NF0753                          SUPERSEDED SURVEY CONTROL
 NF0753
 NF0753  NGVD 29 (??/??/92)  221.649  (m)          727.19   (f) ADJ UNCH    2 0
 NF0753
 NF0753.Superseded values are not recommended for survey control.
 NF0753
 NF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0753.See file dsdata.pdf to determine how the superseded data were derived.
 NF0753
 NF0753_MARKER: DD = SURVEY DISK
 NF0753_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0753_STAMPING: 20 Q
 NF0753_MARK LOGO: CGS+SS
 NF0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0753
 NF0753  HISTORY     - Date     Condition        Report By
 NF0753  HISTORY     - 1934     MONUMENTED       MIGS
 NF0753  HISTORY     - 1941     GOOD             CGS
 NF0753  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0753
 NF0753                          STATION DESCRIPTION
 NF0753
 NF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0753'3.5 MI WSW FROM DUTTON.
 NF0753'3.5 MILES WEST-SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY,
 NF0753'IN GAINES TOWNSHIP, AT THE SOUTHEAST CORNER OF THE NORTHEAST
 NF0753'QUARTER OF SEC. 7, T 5 N, R 11 W, 69 FEET NORTHWEST OF A POLE,
 NF0753'18 FEET NORTH OF THE CENTERLINE OF A DIRT COUNTRY ROAD, AND
 NF0753'7 FEET EAST OF AN 8-INCH PLUM TREE.  A STATE SURVEY STANDARD
 NF0753'DISK, STAMPED 20 Q AND SET IN THE TOP OF A CONCRETE POST
 NF0753'PROJECTING 3 INCHES ABOVE GROUND.
 NF0753
 NF0753                          STATION RECOVERY (1983)
 NF0753
 NF0753'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0753'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0791 ***********************************************************************
 NF0791  DESIGNATION -  20 Q 1
 NF0791  PID         -  NF0791
 NF0791  STATE/COUNTY-  MI/OTTAWA
 NF0791  COUNTRY     -  US
 NF0791  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0791
 NF0791                         *CURRENT SURVEY CONTROL
 NF0791  ______________________________________________________________________
 NF0791* NAD 83(1986) POSITION- 42 49 03.     (N) 085 59 23.     (W)   SCALED
 NF0791* NAVD 88 ORTHO HEIGHT -   205.749 (meters)      675.03  (feet) ADJUSTED
 NF0791  ______________________________________________________________________
 NF0791  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 NF0791  DYNAMIC HEIGHT  -        205.698 (meters)      674.86  (feet) COMP
 NF0791  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 NF0791
 NF0791  VERT ORDER      -  SECOND    CLASS 0
 NF0791
 NF0791.The horizontal coordinates were scaled from a map and have
 NF0791.an estimated accuracy of +/- 6 seconds.
 NF0791
 NF0791.The orthometric height was determined by differential leveling and
 NF0791.adjusted by the NATIONAL GEODETIC SURVEY
 NF0791.in June 1991.
 NF0791
 NF0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0791.GEOID18 height accuracy estimate available here.
 NF0791
 NF0791.Click photographs - Photos may exist for this station.
 NF0791
 NF0791.The dynamic height is computed by dividing the NAVD 88
 NF0791.geopotential number by the normal gravity value computed on the
 NF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0791.degrees latitude (g = 980.6199 gals.).
 NF0791
 NF0791.The modeled gravity was interpolated from observed gravity values.
 NF0791
 NF0791;                    North         East    Units  Estimated Accuracy
 NF0791;SPC MI S     -   147,620.    3,867,280.      MT  (+/- 180 meters Scaled)
 NF0791
 NF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN825410(NAD 83)
 NF0791
 NF0791                          SUPERSEDED SURVEY CONTROL
 NF0791
 NF0791  NGVD 29 (??/??/92)  205.892  (m)          675.50   (f) ADJ UNCH    2 0
 NF0791
 NF0791.Superseded values are not recommended for survey control.
 NF0791
 NF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0791.See file dsdata.pdf to determine how the superseded data were derived.
 NF0791
 NF0791_MARKER: DD = SURVEY DISK
 NF0791_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0791_STAMPING: 20 Q 1
 NF0791_MARK LOGO: CGS+SS
 NF0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0791
 NF0791  HISTORY     - Date     Condition        Report By
 NF0791  HISTORY     - 1934     MONUMENTED       MIGS
 NF0791  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0791  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0791  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0791  HISTORY     - 20041206 MARK NOT FOUND   INDIV
 NF0791
 NF0791                          STATION DESCRIPTION
 NF0791
 NF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0791'1.6 MI NE FROM ZEELAND.
 NF0791'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION
 NF0791'OF NORTH STATE STREET AT ZEELAND, OTTAWA COUNTY, IN ZEELAND
 NF0791'TOWNSHIP, IN THE SOUTHEAST QUARTER OF SEC. 17, T 5 N, R 14 W,
 NF0791'59 FEET SOUTHEAST OF A 24-INCH ELM TREE, 41 FEET EAST OF A
 NF0791'POLE, 31 FEET SOUTH OF THE ZWIER MAIL BOX, OPPOSITE THE DRIVEWAY
 NF0791'TO THE ZWIER FARMHOUSE, AND LEVEL WITH THE GROUND.  A STATE
 NF0791'SURVEY STANDARD DISK, STAMPED 20 Q 1 AND SET IN THE TOP OF A
 NF0791'CONCRETE POST.
 NF0791
 NF0791                          STATION RECOVERY (1975)
 NF0791
 NF0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0791'MARK NOT FOUND.
 NF0791
 NF0791                          STATION RECOVERY (1997)
 NF0791
 NF0791'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0791'MARK NOT FOUND.
 NF0791
 NF0791                          STATION RECOVERY (2004)
 NF0791
 NF0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0791'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0754 ***********************************************************************
 NF0754  DESIGNATION -  20 R
 NF0754  PID         -  NF0754
 NF0754  STATE/COUNTY-  MI/KENT
 NF0754  COUNTRY     -  US
 NF0754  USGS QUAD   -  CUTLERVILLE (2017)
 NF0754
 NF0754                         *CURRENT SURVEY CONTROL
 NF0754  ______________________________________________________________________
 NF0754* NAD 83(1986) POSITION- 42 49 30.     (N) 085 38 40.     (W)   SCALED
 NF0754* NAVD 88 ORTHO HEIGHT -   224.032 (meters)      735.01  (feet) ADJUSTED
 NF0754  ______________________________________________________________________
 NF0754  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 NF0754  DYNAMIC HEIGHT  -        223.971 (meters)      734.81  (feet) COMP
 NF0754  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 NF0754
 NF0754  VERT ORDER      -  SECOND    CLASS 0
 NF0754
 NF0754.The horizontal coordinates were scaled from a map and have
 NF0754.an estimated accuracy of +/- 6 seconds.
 NF0754
 NF0754.The orthometric height was determined by differential leveling and
 NF0754.adjusted by the NATIONAL GEODETIC SURVEY
 NF0754.in June 1991.
 NF0754
 NF0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0754.GEOID18 height accuracy estimate available here.
 NF0754
 NF0754.Click photographs - Photos may exist for this station.
 NF0754
 NF0754.The dynamic height is computed by dividing the NAVD 88
 NF0754.geopotential number by the normal gravity value computed on the
 NF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0754.degrees latitude (g = 980.6199 gals.).
 NF0754
 NF0754.The modeled gravity was interpolated from observed gravity values.
 NF0754
 NF0754;                    North         East    Units  Estimated Accuracy
 NF0754;SPC MI S     -   147,970.    3,895,530.      MT  (+/- 180 meters Scaled)
 NF0754
 NF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN108422(NAD 83)
 NF0754
 NF0754                          SUPERSEDED SURVEY CONTROL
 NF0754
 NF0754  NGVD 29 (??/??/92)  224.168  (m)          735.46   (f) ADJ UNCH    2 0
 NF0754
 NF0754.Superseded values are not recommended for survey control.
 NF0754
 NF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0754.See file dsdata.pdf to determine how the superseded data were derived.
 NF0754
 NF0754_MARKER: DD = SURVEY DISK
 NF0754_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0754_STAMPING: 20 R
 NF0754_MARK LOGO: CGS+SS
 NF0754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0754
 NF0754  HISTORY     - Date     Condition        Report By
 NF0754  HISTORY     - 1934     MONUMENTED       MIGS
 NF0754  HISTORY     - 19921120 GOOD             LOCSUR
 NF0754  HISTORY     - 19950317 MARK NOT FOUND   LOCENG
 NF0754
 NF0754                          STATION DESCRIPTION
 NF0754
 NF0754'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0754'4 MI SW FROM DUTTON.
 NF0754'4.0 MILES SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN
 NF0754'GAINES TOWNSHIP AT THE NORTHWEST CORNER OF SEC. 17, T 5 N,
 NF0754'R 11 W, 42 FEET EAST OF A NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF
 NF0754'A POLE, 18 FEET EAST OF ANOTHER POLE, AND 1 FOOT UNDER GROUND.
 NF0754'A STATE SURVEY STANDARD DISK, STAMPED 20 R AND SET IN THE TOP OF
 NF0754'A CONCRETE POST.
 NF0754
 NF0754                          STATION RECOVERY (1992)
 NF0754
 NF0754'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 NF0754'3.25 MILES (5.23 KM) SOUTHWEST OF THE CROSSROADS (HANNA LAKE AND 68TH
 NF0754'STREET) IN DUTTON.  AT THE SOUTHEAST CORNER OF 76TH STREET AND
 NF0754'EASTERN AVENUE.  IN THE NORTHWEST CORNER OF SECTION 17, GAINES
 NF0754'TOWNSHIP, T-5-N, R-11-W, KENT COUNTY.  TO REACH FROM US 131 AND 76TH
 NF0754'STREET INTERCHANGE (EXIT NO 76) TRAVEL EAST 1.65 MILES (2.66 KM) TO
 NF0754'76TH STREET AND EASTERN AVENUE INTERSECTION, 51 FEET (15.5 M) SOUTH
 NF0754'OF CENTERLINE OF 76TH STREET (N.  LINE OF SECTION 17).  42 FEET (12.8
 NF0754'M) EAST OF CENTERLINE OF EASTERN AVENUE (W LINE OF SECTION 17).  DISK
 NF0754'IS SET IN AN 8-INCH DIAMETER CONCRETE BASE 0.7 FEET (21.3 CM) BELOW
 NF0754'GRADE.  0.6 FEET (18.3 CM) SOUTH OF 18-INCH X 1/2-INCH DIAMETER IRON
 NF0754'SET AT GRADE.  2 FEET (0.6 M) SOUTHEAST OF CARSONITE WITNESS POST.
 NF0754'DESCRIBED BY - CHRIS MARSHALL.
 NF0754
 NF0754                          STATION RECOVERY (1995)
 NF0754
 NF0754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF0754'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0793 ***********************************************************************
 NF0793  DESIGNATION -  20 R 1
 NF0793  PID         -  NF0793
 NF0793  STATE/COUNTY-  MI/OTTAWA
 NF0793  COUNTRY     -  US
 NF0793  USGS QUAD   -  HUDSONVILLE WEST (2017)
 NF0793
 NF0793                         *CURRENT SURVEY CONTROL
 NF0793  ______________________________________________________________________
 NF0793* NAD 83(1986) POSITION- 42 50 00.48   (N) 085 59 22.50   (W)   HD_HELD1
 NF0793* NAVD 88 ORTHO HEIGHT -   212.013 (meters)      695.58  (feet) ADJUSTED
 NF0793  ______________________________________________________________________
 NF0793  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 NF0793  DYNAMIC HEIGHT  -        211.961 (meters)      695.41  (feet) COMP
 NF0793  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 NF0793
 NF0793  VERT ORDER      -  SECOND    CLASS 0
 NF0793
 NF0793.The horizontal coordinates were determined by differentially corrected
 NF0793.hand held GPS observations or other comparable positioning techniques
 NF0793.and have an estimated accuracy of +/- 3 meters.
 NF0793
 NF0793.The orthometric height was determined by differential leveling and
 NF0793.adjusted by the NATIONAL GEODETIC SURVEY
 NF0793.in June 1991.
 NF0793
 NF0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0793.GEOID18 height accuracy estimate available here.
 NF0793
 NF0793.Click photographs - Photos may exist for this station.
 NF0793
 NF0793.The dynamic height is computed by dividing the NAVD 88
 NF0793.geopotential number by the normal gravity value computed on the
 NF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0793.degrees latitude (g = 980.6199 gals.).
 NF0793
 NF0793.The modeled gravity was interpolated from observed gravity values.
 NF0793
 NF0793;                    North         East    Units  Estimated Accuracy
 NF0793;SPC MI S     -   149,396.6   3,867,329.5     MT  (+/- 3 meters HH1 GPS) 
 NF0793
 NF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8257942816(NAD 83)
 NF0793
 NF0793                          SUPERSEDED SURVEY CONTROL
 NF0793
 NF0793  NGVD 29 (??/??/92)  212.157  (m)          696.05   (f) ADJ UNCH    2 0
 NF0793
 NF0793.Superseded values are not recommended for survey control.
 NF0793
 NF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0793.See file dsdata.pdf to determine how the superseded data were derived.
 NF0793
 NF0793_MARKER: DD = SURVEY DISK
 NF0793_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0793_STAMPING: 20-R 1
 NF0793_MARK LOGO: CGS+SS
 NF0793_PROJECTION: FLUSH
 NF0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0793+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 NF0793
 NF0793  HISTORY     - Date     Condition        Report By
 NF0793  HISTORY     - 1934     MONUMENTED       MIGS
 NF0793  HISTORY     - 1948     GOOD             CGS
 NF0793  HISTORY     - 20010318 GOOD             USPSQD
 NF0793  HISTORY     - 20040401 GOOD             INDIV
 NF0793  HISTORY     - 20200729 POOR             MIDT
 NF0793
 NF0793                          STATION DESCRIPTION
 NF0793
 NF0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0793'2.4 MI NE FROM ZEELAND.
 NF0793'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0793'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 0.8 MILE
 NF0793'NORTH ALONG A GRAVEL ROAD, 0.5 MILE NORTH OF AN EAST-WEST CROSS
 NF0793'ROAD, 208 FEET SOUTH OF AN EAST-WEST SECTION LINE FENCE, 142
 NF0793'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 NF0793'OF A SMALL WHITE BUNGALOW, 128 FEET NORTH-NORTHWEST OF A POWER
 NF0793'POLE, 117 FEET NORTH OF THE EAST END OF AN 18-INCH PIPE CULVERT,
 NF0793'41 FEET SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 NF0793'NUMBER 4/55, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 NF0793'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER
 NF0793'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NF0793'GROUND.
 NF0793
 NF0793                          STATION RECOVERY (2001)
 NF0793
 NF0793'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 NF0793'RECOVERED AS DESCRIBED.
 NF0793
 NF0793                          STATION RECOVERY (2004)
 NF0793
 NF0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0793'FOUND 1' BELOW GRADE
 NF0793
 NF0793                          STATION RECOVERY (2020)
 NF0793
 NF0793'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0793'THE ROAD IS BEING FILLED UP WITH NEW GRAVEL AND MAY COVER THE BENCH
 NF0793'MARK MAKING IT DIFFICULT TO LOCATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0755 ***********************************************************************
 NF0755  DESIGNATION -  20 S
 NF0755  PID         -  NF0755
 NF0755  STATE/COUNTY-  MI/KENT
 NF0755  COUNTRY     -  US
 NF0755  USGS QUAD   -  CUTLERVILLE (2017)
 NF0755
 NF0755                         *CURRENT SURVEY CONTROL
 NF0755  ______________________________________________________________________
 NF0755* NAD 83(1986) POSITION- 42 49 08.60   (N) 085 38 05.00   (W)   HD_HELD1
 NF0755* NAVD 88 ORTHO HEIGHT -   239.105 (meters)      784.46  (feet) ADJUSTED
 NF0755  ______________________________________________________________________
 NF0755  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 NF0755  DYNAMIC HEIGHT  -        239.040 (meters)      784.25  (feet) COMP
 NF0755  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 NF0755
 NF0755  VERT ORDER      -  FIRST     CLASS II
 NF0755
 NF0755.The horizontal coordinates were determined by differentially corrected
 NF0755.hand held GPS observations or other comparable positioning techniques
 NF0755.and have an estimated accuracy of +/- 3 meters.
 NF0755
 NF0755.The orthometric height was determined by differential leveling and
 NF0755.adjusted by the NATIONAL GEODETIC SURVEY
 NF0755.in October 2009.
 NF0755
 NF0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0755.GEOID18 height accuracy estimate available here.
 NF0755
 NF0755.Click photographs - Photos may exist for this station.
 NF0755
 NF0755.The dynamic height is computed by dividing the NAVD 88
 NF0755.geopotential number by the normal gravity value computed on the
 NF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0755.degrees latitude (g = 980.6199 gals.).
 NF0755
 NF0755.The modeled gravity was interpolated from observed gravity values.
 NF0755
 NF0755;                    North         East    Units  Estimated Accuracy
 NF0755;SPC MI S     -   147,298.0   3,896,312.1     MT  (+/- 3 meters HH1 GPS) 
 NF0755
 NF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1160841625(NAD 83)
 NF0755
 NF0755                          SUPERSEDED SURVEY CONTROL
 NF0755
 NF0755  NAVD 88 (06/15/91)  239.120  (m)          784.51   (f) SUPERSEDED  2 0
 NF0755  NGVD 29 (??/??/92)  239.254  (m)          784.95   (f) ADJ UNCH    2 0
 NF0755
 NF0755.Superseded values are not recommended for survey control.
 NF0755
 NF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0755.See file dsdata.pdf to determine how the superseded data were derived.
 NF0755
 NF0755_MARKER: DD = SURVEY DISK
 NF0755_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0755_STAMPING: 20 S
 NF0755_MARK LOGO: CGS+SS
 NF0755_PROJECTION: RECESSED 30 CENTIMETERS
 NF0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0755+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0755
 NF0755  HISTORY     - Date     Condition        Report By
 NF0755  HISTORY     - 1934     MONUMENTED       MIGS
 NF0755  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0755  HISTORY     - 19921127 GOOD             LOCSUR
 NF0755  HISTORY     - 20080506 GOOD             COLEM
 NF0755
 NF0755                          STATION DESCRIPTION
 NF0755
 NF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0755'3.5 MI SW FROM DUTTON.
 NF0755'3.5 MILES SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN
 NF0755'GAINES TOWNSHIP, NEAR THE CENTER OF SEC. 17, T 5 N, R 11 W,
 NF0755'49 FEET WEST OF THE NORTH-AND-SOUTH QUARTER-LINE, 3 FEET SOUTH
 NF0755'OF THE EAST-AND-WEST QUARTER-LINE, 60 FEET SOUTHWEST OF A POLE,
 NF0755'AND 15 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0755'STAMPED 20 S AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 NF0755'NEW ROAD HAS BEEN BUILT.
 NF0755
 NF0755                          STATION RECOVERY (1992)
 NF0755
 NF0755'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 NF0755'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH AND WEST OF THE CROSS
 NF0755'ROADS (HANNA LAKE AND 68TH STREET) IN DUTTON NEAR THE CENTER OF
 NF0755'SECTION 17, T-5-N, R-11-W, GAINES TOWNSHIP, KENT COUNTY.  TO REACH
 NF0755'FROM US 131 AND 76TH STREET INTERCHANGE (EXIT NO. 76) TRAVEL EAST
 NF0755'1.65 MILES (2.66 KM) TO 76TH STREET AND EASTERN AVENUE INTERSECTION.
 NF0755'TRAVEL SOUTH 0.50 MILES (0.80 KM) ON EASTERN AVENUE TO WEST 1/4
 NF0755'CORNER MONUMENT ON CENTERLINE OF EASTERN.  TRAVELING ON FOOT THE
 NF0755'STATION IS 2588.32 FEET (788.92 M) OF THE MONUMENT AT THE W 1/4OF
 NF0755'SECTION 17.  LAND OWNER (FARM TO SOUTH) MAY GRANT PERMISSION TO DRIVE
 NF0755'THIS LEG IF WEATHER PERMITS - CHECK IT OUT.  STATION IS NEAR THE
 NF0755'CENTER OF SECTION 17.  2588.32 FEET (788.92 M) EAST OF THE WEST 1/4
 NF0755'CORNER SECTION 17, 54.6 FEET (16.6 M) NORTH 65 DEGREES WEST FROM A
 NF0755'CARSONITE WITNESS POST, 59 FEET (18.0 M) NORTH 63 FEET (19.2 M) WEST
 NF0755'FROM AN 8 FEET (2.4 M) TWIN APPLE TREE, 169 FEET (51.5 M) NORTH 18
 NF0755'DEGREES WEST FROM A 10-INCH CHERRY TREE, 91.O FEET SOUTH 87 DEGREES
 NF0755'FROM A 10-INCH HICKORY, 103 FEET (31.4 M) SOUTH 84 DEGREES WEST FROM
 NF0755'AN 18-INCH ELM TREE, 80 FEET (24.4 M) SOUTH 39 DEGREES FROM A 6-INCH
 NF0755'CHERRY TREE WITH POISON IVEY, 10,000 FEET  NORTH 32 DEGREES 41
 NF0755'MINUTES EAST FROM A SQUARE COMMUNICATION TOWER.  18-INCH X 1/2-INCH
 NF0755'DIAMETER IRON BARS ALONG THE NORTH AND SOUTH SIDES OF CONCRETE POST.
 NF0755'(LEVEL WITH TOP OF POST),  IN A 0.6 FEET (18.3 CM) SQUARE
 NF0755'CONCRETE POST BURIED 1.05 FEET (0.32 M) BELOW FIELD GRADE.  ANGLE
 NF0755'TURNED AT W 1/4 CORNER OF SECTION 17 FROM THE SOUTHWEST CORNER TO
 NF0755'STATION 20 S - 90 DEGREES 00 MINUTES 05 SECONDS.  DESCRIBED BY CHRIS
 NF0755'MARSHALL.
 NF0755
 NF0755                          STATION RECOVERY (2008)
 NF0755
 NF0755'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0755'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS, THE
 NF0755'STATION IS LOCATED ON THE PROPERTY OF 'COOKS CROSSING' SUBDIVISION.
 NF0755'
 NF0755'TO REACH THE STATION FOLLOW THE PAVED DRIVE TO THE EAST END OF THE
 NF0755'PROPERTY.  THE PAVEMENT ENDS APPROXIMATELY 400 FT (121.9 M) BEFORE THE
 NF0755'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0761 ***********************************************************************
 NF0761  DESIGNATION -  20 U
 NF0761  PID         -  NF0761
 NF0761  STATE/COUNTY-  MI/KENT
 NF0761  COUNTRY     -  US
 NF0761  USGS QUAD   -  CUTLERVILLE (2017)
 NF0761
 NF0761                         *CURRENT SURVEY CONTROL
 NF0761  ______________________________________________________________________
 NF0761* NAD 83(1986) POSITION- 42 47 50.     (N) 085 39 58.     (W)   SCALED
 NF0761* NAVD 88 ORTHO HEIGHT -   269.648 (meters)      884.67  (feet) ADJUSTED
 NF0761  ______________________________________________________________________
 NF0761  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 NF0761  DYNAMIC HEIGHT  -        269.575 (meters)      884.43  (feet) COMP
 NF0761  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 NF0761
 NF0761  VERT ORDER      -  SECOND    CLASS 0
 NF0761
 NF0761.The horizontal coordinates were scaled from a map and have
 NF0761.an estimated accuracy of +/- 6 seconds.
 NF0761
 NF0761.The orthometric height was determined by differential leveling and
 NF0761.adjusted by the NATIONAL GEODETIC SURVEY
 NF0761.in June 1991.
 NF0761
 NF0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0761.GEOID18 height accuracy estimate available here.
 NF0761
 NF0761.Click photographs - Photos may exist for this station.
 NF0761
 NF0761.The dynamic height is computed by dividing the NAVD 88
 NF0761.geopotential number by the normal gravity value computed on the
 NF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0761.degrees latitude (g = 980.6199 gals.).
 NF0761
 NF0761.The modeled gravity was interpolated from observed gravity values.
 NF0761
 NF0761;                    North         East    Units  Estimated Accuracy
 NF0761;SPC MI S     -   144,910.    3,893,710.      MT  (+/- 180 meters Scaled)
 NF0761
 NF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN090391(NAD 83)
 NF0761
 NF0761                          SUPERSEDED SURVEY CONTROL
 NF0761
 NF0761  NGVD 29 (??/??/92)  269.785  (m)          885.12   (f) ADJ UNCH    2 0
 NF0761
 NF0761.Superseded values are not recommended for survey control.
 NF0761
 NF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0761.See file dsdata.pdf to determine how the superseded data were derived.
 NF0761
 NF0761_MARKER: DD = SURVEY DISK
 NF0761_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0761_STAMPING: 20 U
 NF0761_MARK LOGO: CGS+SS
 NF0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0761
 NF0761  HISTORY     - Date     Condition        Report By
 NF0761  HISTORY     - 1934     MONUMENTED       MIGS
 NF0761  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0761
 NF0761                          STATION DESCRIPTION
 NF0761
 NF0761'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0761'1.2 MI NE FROM ROSS.
 NF0761'1.2 MILES NORTHEAST ALONG A ROAD FROM ROSS, KENT COUNTY, IN BYRON
 NF0761'TOWNSHIP, 0.1 MILE EAST OF U.S. HIGHWAY 131, NEAR THE SOUTHEAST
 NF0761'CORNER OF SEC. 24, T 5 N, R 12 W, 72 FEET NORTHEAST OF A CORNER
 NF0761'OF THE SOUTH ROAD FENCE, 70 FEET NORTHWEST OF A 12-INCH BEECH
 NF0761'TREE, 63.5 FEET EAST OF A GATEPOST, 22 FEET NORTH OF THE NORTH
 NF0761'FENCE LINE, AND 1.5 FEET UNDER GROUND.  A STATE SURVEY STANDARD
 NF0761'DISK, STAMPED 20 U AND SET IN THE TOP OF A CONCRETE POST.
 NF0761
 NF0761                          STATION RECOVERY (1965)
 NF0761
 NF0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0761'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0762 ***********************************************************************
 NF0762  DESIGNATION -  20 V
 NF0762  PID         -  NF0762
 NF0762  STATE/COUNTY-  MI/KENT
 NF0762  COUNTRY     -  US
 NF0762  USGS QUAD   -  CUTLERVILLE (2017)
 NF0762
 NF0762                         *CURRENT SURVEY CONTROL
 NF0762  ______________________________________________________________________
 NF0762* NAD 83(1986) POSITION- 42 47 50.     (N) 085 40 22.     (W)   SCALED
 NF0762* NAVD 88 ORTHO HEIGHT -   249.105 (meters)      817.27  (feet) ADJUSTED
 NF0762  ______________________________________________________________________
 NF0762  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NF0762  DYNAMIC HEIGHT  -        249.037 (meters)      817.05  (feet) COMP
 NF0762  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 NF0762
 NF0762  VERT ORDER      -  SECOND    CLASS 0
 NF0762
 NF0762.The horizontal coordinates were scaled from a map and have
 NF0762.an estimated accuracy of +/- 6 seconds.
 NF0762
 NF0762.The orthometric height was determined by differential leveling and
 NF0762.adjusted by the NATIONAL GEODETIC SURVEY
 NF0762.in June 1991.
 NF0762
 NF0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0762.GEOID18 height accuracy estimate available here.
 NF0762
 NF0762.Click photographs - Photos may exist for this station.
 NF0762
 NF0762.The dynamic height is computed by dividing the NAVD 88
 NF0762.geopotential number by the normal gravity value computed on the
 NF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0762.degrees latitude (g = 980.6199 gals.).
 NF0762
 NF0762.The modeled gravity was interpolated from observed gravity values.
 NF0762
 NF0762;                    North         East    Units  Estimated Accuracy
 NF0762;SPC MI S     -   144,920.    3,893,160.      MT  (+/- 180 meters Scaled)
 NF0762
 NF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN085391(NAD 83)
 NF0762
 NF0762                          SUPERSEDED SURVEY CONTROL
 NF0762
 NF0762  NGVD 29 (??/??/92)  249.243  (m)          817.72   (f) ADJ UNCH    2 0
 NF0762
 NF0762.Superseded values are not recommended for survey control.
 NF0762
 NF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0762.See file dsdata.pdf to determine how the superseded data were derived.
 NF0762
 NF0762_MARKER: DD = SURVEY DISK
 NF0762_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0762_STAMPING: 20 V
 NF0762_MARK LOGO: CGS+SS
 NF0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0762
 NF0762  HISTORY     - Date     Condition        Report By
 NF0762  HISTORY     - 1934     MONUMENTED       MIGS
 NF0762  HISTORY     - 1941     GOOD             CGS
 NF0762  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0762
 NF0762                          STATION DESCRIPTION
 NF0762
 NF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0762'1.3 MI NW FROM ROSS.
 NF0762'1.3 MILES NORTHWEST ALONG A ROAD FROM ROSS, KENT COUNTY, IN
 NF0762'BYRON TOWNSHIP, 0.2 MILE WEST OF U.S. HIGHWAY 131, NEAR THE
 NF0762'NORTH QUARTER-POST OF SEC. 25, T 5 N, R 12 W, 26 FEET SOUTH OF A
 NF0762'ROAD ON THE NORTH LINE OF SECTION 25, 22 FEET EAST OF A 3-INCH
 NF0762'MAPLE TREE, AND 16 FEET NORTHWEST OF A 30-INCH MAPLE TREE.  A
 NF0762'STATE SURVEY STANDARD DISK, STAMPED 20 V AND SET IN THE TOP OF A
 NF0762'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NF0762
 NF0762                          STATION RECOVERY (1965)
 NF0762
 NF0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0762'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0763 ***********************************************************************
 NF0763  DESIGNATION -  20 W
 NF0763  PID         -  NF0763
 NF0763  STATE/COUNTY-  MI/KENT
 NF0763  COUNTRY     -  US
 NF0763  USGS QUAD   -  CUTLERVILLE (2017)
 NF0763
 NF0763                         *CURRENT SURVEY CONTROL
 NF0763  ______________________________________________________________________
 NF0763* NAD 83(1986) POSITION- 42 47 50.     (N) 085 41 17.     (W)   SCALED
 NF0763* NAVD 88 ORTHO HEIGHT -   226.914 (meters)      744.47  (feet) ADJUSTED
 NF0763  ______________________________________________________________________
 NF0763  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 NF0763  DYNAMIC HEIGHT  -        226.852 (meters)      744.26  (feet) COMP
 NF0763  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 NF0763
 NF0763  VERT ORDER      -  SECOND    CLASS 0
 NF0763
 NF0763.The horizontal coordinates were scaled from a map and have
 NF0763.an estimated accuracy of +/- 6 seconds.
 NF0763
 NF0763.The orthometric height was determined by differential leveling and
 NF0763.adjusted by the NATIONAL GEODETIC SURVEY
 NF0763.in June 1991.
 NF0763
 NF0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0763.GEOID18 height accuracy estimate available here.
 NF0763
 NF0763.Click photographs - Photos may exist for this station.
 NF0763
 NF0763.The dynamic height is computed by dividing the NAVD 88
 NF0763.geopotential number by the normal gravity value computed on the
 NF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0763.degrees latitude (g = 980.6199 gals.).
 NF0763
 NF0763.The modeled gravity was interpolated from observed gravity values.
 NF0763
 NF0763;                    North         East    Units  Estimated Accuracy
 NF0763;SPC MI S     -   144,940.    3,891,910.      MT  (+/- 180 meters Scaled)
 NF0763
 NF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN072391(NAD 83)
 NF0763
 NF0763                          SUPERSEDED SURVEY CONTROL
 NF0763
 NF0763  NGVD 29 (??/??/92)  227.053  (m)          744.92   (f) ADJ UNCH    2 0
 NF0763
 NF0763.Superseded values are not recommended for survey control.
 NF0763
 NF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0763.See file dsdata.pdf to determine how the superseded data were derived.
 NF0763
 NF0763_MARKER: DD = SURVEY DISK
 NF0763_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0763_STAMPING: 20 W
 NF0763_MARK LOGO: CGS+SS
 NF0763_PROJECTION: RECESSED 30 CENTIMETERS
 NF0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0763
 NF0763  HISTORY     - Date     Condition        Report By
 NF0763  HISTORY     - 1934     MONUMENTED       MIGS
 NF0763  HISTORY     - 19901108 MARK NOT FOUND   LOCSUR
 NF0763
 NF0763                          STATION DESCRIPTION
 NF0763
 NF0763'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0763'2.2 MI NW FROM ROSS.
 NF0763'2.2 MILES NORTHWEST ALONG A ROAD FROM ROSS, KENT COUNTY, IN BYRON
 NF0763'TOWNSHIP, 1.0 MILE WEST OF U.S. HIGHWAY 131, AT THE SOUTHEAST
 NF0763'CORNER OF THE SOUTHEAST QUARTER OF SEC. 23, T 5 N, R 12 W, 200
 NF0763'FEET NORTHEAST OF THE HOME OF J. MARTIN JR. IN 1934, 90 FEET
 NF0763'NORTH OF THE CENTERLINE OF A GRAVEL COUNTY ROAD, 65 FEET NORTH
 NF0763'OF THE END OF A FENCE, 30 FEET EAST OF THE CENTERLINE OF A GRAVEL
 NF0763'ROAD LEADING TO A GRAVEL PIT, 10 FEET HIGHER THAN THE ROAD, AND
 NF0763'1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 W
 NF0763'AND SET IN THE TOP OF A CONCRETE POST.
 NF0763
 NF0763                          STATION RECOVERY (1990)
 NF0763
 NF0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990
 NF0763'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0681 ***********************************************************************
 NF0681  DESIGNATION -  20 X
 NF0681  PID         -  NF0681
 NF0681  STATE/COUNTY-  MI/KENT
 NF0681  COUNTRY     -  US
 NF0681  USGS QUAD   -  CUTLERVILLE (2017)
 NF0681
 NF0681                         *CURRENT SURVEY CONTROL
 NF0681  ______________________________________________________________________
 NF0681* NAD 83(1986) POSITION- 42 47 51.     (N) 085 42 04.     (W)   SCALED
 NF0681* NAVD 88 ORTHO HEIGHT -   211.845 (meters)      695.03  (feet) ADJUSTED
 NF0681  ______________________________________________________________________
 NF0681  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 NF0681  DYNAMIC HEIGHT  -        211.788 (meters)      694.84  (feet) COMP
 NF0681  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 NF0681
 NF0681  VERT ORDER      -  SECOND    CLASS 0
 NF0681
 NF0681.The horizontal coordinates were scaled from a map and have
 NF0681.an estimated accuracy of +/- 6 seconds.
 NF0681
 NF0681.The orthometric height was determined by differential leveling and
 NF0681.adjusted by the NATIONAL GEODETIC SURVEY
 NF0681.in June 1991.
 NF0681
 NF0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0681.GEOID18 height accuracy estimate available here.
 NF0681
 NF0681.Click photographs - Photos may exist for this station.
 NF0681
 NF0681.The dynamic height is computed by dividing the NAVD 88
 NF0681.geopotential number by the normal gravity value computed on the
 NF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0681.degrees latitude (g = 980.6199 gals.).
 NF0681
 NF0681.The modeled gravity was interpolated from observed gravity values.
 NF0681
 NF0681;                    North         East    Units  Estimated Accuracy
 NF0681;SPC MI S     -   144,990.    3,890,850.      MT  (+/- 180 meters Scaled)
 NF0681
 NF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN062391(NAD 83)
 NF0681
 NF0681                          SUPERSEDED SURVEY CONTROL
 NF0681
 NF0681  NGVD 29 (??/??/92)  211.985  (m)          695.49   (f) ADJ UNCH    2 0
 NF0681
 NF0681.Superseded values are not recommended for survey control.
 NF0681
 NF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0681.See file dsdata.pdf to determine how the superseded data were derived.
 NF0681
 NF0681_MARKER: DD = SURVEY DISK
 NF0681_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0681_STAMPING: 20 X 1934
 NF0681_MARK LOGO: CGS+SS
 NF0681_PROJECTION: FLUSH
 NF0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0681+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0681
 NF0681  HISTORY     - Date     Condition        Report By
 NF0681  HISTORY     - 1934     MONUMENTED       MIGS
 NF0681  HISTORY     - 1970     GOOD             NGS
 NF0681  HISTORY     - 1970     MARK NOT FOUND   NGS
 NF0681  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0681
 NF0681                          STATION DESCRIPTION
 NF0681
 NF0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NF0681'4.5 MI N FROM MOLINE.
 NF0681'IN KENT COUNTY, 4.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD
 NF0681'FROM THE STATION AT MOLINE, ALLEGAN COUNTY, AT A ROAD CROSSING,
 NF0681'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE CROSSING OF
 NF0681'A HIGH-TENSION POWER-TRNSMISSION LINE, IN LINE WITH THE ROW OF
 NF0681'POLES, 6 FEET EAST OF THE EAST RAIL, AND 6 INCHES LOWER THAN THE
 NF0681'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 20 X 1934
 NF0681'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0681
 NF0681                          STATION RECOVERY (1970)
 NF0681
 NF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0681'MARK NOT FOUND.
 NF0681
 NF0681                          STATION RECOVERY (1990)
 NF0681
 NF0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0765 ***********************************************************************
 NF0765  DESIGNATION -  20 Y
 NF0765  PID         -  NF0765
 NF0765  STATE/COUNTY-  MI/KENT
 NF0765  COUNTRY     -  US
 NF0765  USGS QUAD   -  CUTLERVILLE (2017)
 NF0765
 NF0765                         *CURRENT SURVEY CONTROL
 NF0765  ______________________________________________________________________
 NF0765* NAD 83(1986) POSITION- 42 47 51.     (N) 085 43 21.     (W)   SCALED
 NF0765* NAVD 88 ORTHO HEIGHT -   220.987 (meters)      725.02  (feet) ADJUSTED
 NF0765  ______________________________________________________________________
 NF0765  GEOID HEIGHT    -        -33.499 (meters)                     GEOID18
 NF0765  DYNAMIC HEIGHT  -        220.928 (meters)      724.83  (feet) COMP
 NF0765  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 NF0765
 NF0765  VERT ORDER      -  SECOND    CLASS 0
 NF0765
 NF0765.The horizontal coordinates were scaled from a map and have
 NF0765.an estimated accuracy of +/- 6 seconds.
 NF0765
 NF0765.The orthometric height was determined by differential leveling and
 NF0765.adjusted by the NATIONAL GEODETIC SURVEY
 NF0765.in June 1991.
 NF0765
 NF0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0765.GEOID18 height accuracy estimate available here.
 NF0765
 NF0765.Click photographs - Photos may exist for this station.
 NF0765
 NF0765.The dynamic height is computed by dividing the NAVD 88
 NF0765.geopotential number by the normal gravity value computed on the
 NF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0765.degrees latitude (g = 980.6199 gals.).
 NF0765
 NF0765.The modeled gravity was interpolated from observed gravity values.
 NF0765
 NF0765;                    North         East    Units  Estimated Accuracy
 NF0765;SPC MI S     -   145,020.    3,889,100.      MT  (+/- 180 meters Scaled)
 NF0765
 NF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN044391(NAD 83)
 NF0765
 NF0765                          SUPERSEDED SURVEY CONTROL
 NF0765
 NF0765  NGVD 29 (??/??/92)  221.128  (m)          725.48   (f) ADJ UNCH    2 0
 NF0765
 NF0765.Superseded values are not recommended for survey control.
 NF0765
 NF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0765.See file dsdata.pdf to determine how the superseded data were derived.
 NF0765
 NF0765_MARKER: DD = SURVEY DISK
 NF0765_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0765_STAMPING: 20 Y
 NF0765_MARK LOGO: CGS+SS
 NF0765_PROJECTION: RECESSED 30 CENTIMETERS
 NF0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0765+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0765
 NF0765  HISTORY     - Date     Condition        Report By
 NF0765  HISTORY     - 1934     MONUMENTED       MIGS
 NF0765  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0765  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0765
 NF0765                          STATION DESCRIPTION
 NF0765
 NF0765'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NF0765'1 MI S FROM BYRON CENTER.
 NF0765'1.0 MILE SOUTH ALONG A ROAD FROM BYRON CENTER, KENT COUNTY, IN
 NF0765'BYRON TOWNSHIP, AT THE NORTHWEST CORNER OF SEC. 27, T 5 N,
 NF0765'R 12 W, 0.1 MILE EAST OF THE WEST LINE OF SECTION 27, 78.4 FEET
 NF0765'SOUTHEAST OF A 30-INCH MAPLE TREE, 25.5 FEET SOUTH OF THE NORTH
 NF0765'FENCE LINE OF THE ROAD, 20.2 FEET NORTH OF A POLE, 10 FEET SOUTH
 NF0765'OF THE CENTERLINE OF A GRAVEL COUNTY ROAD, AND 1 FOOT UNDER
 NF0765'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 Y AND SET IN
 NF0765'THE TOP OF A CONCRETE POST.
 NF0765
 NF0765                          STATION RECOVERY (1965)
 NF0765
 NF0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0765'MARK NOT FOUND.
 NF0765
 NF0765                          STATION RECOVERY (1990)
 NF0765
 NF0765'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0766 ***********************************************************************
 NF0766  DESIGNATION -  20 Z
 NF0766  PID         -  NF0766
 NF0766  STATE/COUNTY-  MI/KENT
 NF0766  COUNTRY     -  US
 NF0766  USGS QUAD   -  CUTLERVILLE (2017)
 NF0766
 NF0766                         *CURRENT SURVEY CONTROL
 NF0766  ______________________________________________________________________
 NF0766* NAD 83(1986) POSITION- 42 47 51.     (N) 085 44 22.     (W)   SCALED
 NF0766* NAVD 88 ORTHO HEIGHT -   232.784 (meters)      763.73  (feet) ADJUSTED
 NF0766  ______________________________________________________________________
 NF0766  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 NF0766  DYNAMIC HEIGHT  -        232.722 (meters)      763.52  (feet) COMP
 NF0766  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 NF0766
 NF0766  VERT ORDER      -  SECOND    CLASS 0
 NF0766
 NF0766.The horizontal coordinates were scaled from a map and have
 NF0766.an estimated accuracy of +/- 6 seconds.
 NF0766
 NF0766.The orthometric height was determined by differential leveling and
 NF0766.adjusted by the NATIONAL GEODETIC SURVEY
 NF0766.in June 1991.
 NF0766
 NF0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0766.GEOID18 height accuracy estimate available here.
 NF0766
 NF0766.Click photographs - Photos may exist for this station.
 NF0766
 NF0766.The dynamic height is computed by dividing the NAVD 88
 NF0766.geopotential number by the normal gravity value computed on the
 NF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0766.degrees latitude (g = 980.6199 gals.).
 NF0766
 NF0766.The modeled gravity was interpolated from observed gravity values.
 NF0766
 NF0766;                    North         East    Units  Estimated Accuracy
 NF0766;SPC MI S     -   145,040.    3,887,710.      MT  (+/- 180 meters Scaled)
 NF0766
 NF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN030390(NAD 83)
 NF0766
 NF0766                          SUPERSEDED SURVEY CONTROL
 NF0766
 NF0766  NGVD 29 (??/??/92)  232.925  (m)          764.19   (f) ADJ UNCH    2 0
 NF0766
 NF0766.Superseded values are not recommended for survey control.
 NF0766
 NF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0766.See file dsdata.pdf to determine how the superseded data were derived.
 NF0766
 NF0766_MARKER: DD = SURVEY DISK
 NF0766_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0766_STAMPING: 20 Z
 NF0766_MARK LOGO: CGS+SS
 NF0766_PROJECTION: RECESSED 30 CENTIMETERS
 NF0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0766+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0766
 NF0766  HISTORY     - Date     Condition        Report By
 NF0766  HISTORY     - 1934     MONUMENTED       MIGS
 NF0766  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0766  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0766
 NF0766                          STATION DESCRIPTION
 NF0766
 NF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0766'1.8 MI SW FROM BYRON CENTER.
 NF0766'1.8 MILES SOUTHWEST ALONG A ROAD FROM BYRON CENTER, KENT COUNTY,
 NF0766'IN BYRON TOWNSHIP, NEAR THE SOUTH LINE OF SEC. 21, T 5 N, R 12 W,
 NF0766'0.8 MILE WEST OF THE NEW YORK CENTRAL RAILROAD, 32.4 FEET NORTH
 NF0766'OF A 20-INCH MAPLE TREE, IN LINE WITH THE FENCE SOUTH OF THE
 NF0766'ROAD, 37.3 FEET WEST OF A POLE, 14.5 FEET SOUTH OF A 24-INCH
 NF0766'MAPLE TREE, 10 FEET NORTH OF THE CENTERLINE OF A GRAVEL COUNTY
 NF0766'ROAD, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0766'STAMPED 20 Z AND SET IN THE TOP OF A CONCRETE POST.
 NF0766
 NF0766                          STATION RECOVERY (1990)
 NF0766
 NF0766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0766'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1285 ***********************************************************************
 RJ1285  DESIGNATION -  200 R C8W 202
 RJ1285  PID         -  RJ1285
 RJ1285  STATE/COUNTY-  MI/CHIPPEWA
 RJ1285  COUNTRY     -  US
 RJ1285  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ1285
 RJ1285                         *CURRENT SURVEY CONTROL
 RJ1285  ______________________________________________________________________
 RJ1285* NAD 83(1994) POSITION- 46 12 21.29610(N) 084 05 14.81435(W)   ADJUSTED
 RJ1285* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON3
 RJ1285  ______________________________________________________________________
 RJ1285  GEOID HEIGHT    -        -36.569 (meters)                     GEOID18
 RJ1285  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 RJ1285  HORZ ORDER      -  SECOND
 RJ1285
 RJ1285.The horizontal coordinates were established by classical geodetic methods
 RJ1285.and adjusted by the National Geodetic Survey in February 1997.
 RJ1285
 RJ1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1285
 RJ1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1285.GEOID18 height accuracy estimate available here.
 RJ1285
 RJ1285.Click photographs - Photos may exist for this station.
 RJ1285
 RJ1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1285
 RJ1285. The following values were computed from the NAD 83(1994) position.
 RJ1285
 RJ1285;                    North         East     Units Scale Factor Converg.
 RJ1285;SPC MI N     -   162,239.934 8,224,705.267   MT  0.99990379   +2 06 18.6
 RJ1285;SPC MI N     -   532,283.25 26,983,941.16   iFT  0.99990379   +2 06 18.6
 RJ1285;UTM  16      - 5,121,050.480   724,683.586   MT  1.00022062   +2 06 11.7
 RJ1285
 RJ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1285!SPC MI N     -   0.99997779  x   0.99990379  =   0.99988158
 RJ1285!UTM  16      -   0.99997779  x   1.00022062  =   1.00019840
 RJ1285
 RJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2468321050(NAD 83)
 RJ1285
 RJ1285                          SUPERSEDED SURVEY CONTROL
 RJ1285
 RJ1285  NAD 83(1986)-  46 12 21.28598(N)    084 05 14.81031(W) AD(       ) 2
 RJ1285  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1285
 RJ1285.Superseded values are not recommended for survey control.
 RJ1285
 RJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1285.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1285
 RJ1285_MARKER: DS = TRIANGULATION STATION DISK
 RJ1285_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1285+STABILITY: POSITION/ELEVATION WELL
 RJ1285
 RJ1285  HISTORY     - Date     Condition        Report By
 RJ1285  HISTORY     - 1988     MONUMENTED       USACE
 RJ1285
 RJ1285                          STATION DESCRIPTION
 RJ1285
 RJ1285'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1285'THE STATION IS LOCATED ABOUT 37.2 KM (23.1 MI) SOUTHEAST OF SAULT STE
 RJ1285'MARIE,  39.6 KM (24.6 MI) EAST OF RUDYARD, 28.3 KM (17.6 MI)
 RJ1285'NORTH-NORTHWEST OF DETOUR VILLAGE ON TWO TREE ISLAND IN TRACT 37,
 RJ1285'SECTION 17, T44N-R3E.
 RJ1285'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RJ1285'
 RJ1285'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1285'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1285'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS
 RJ1285'(500 FT)
 RJ1285'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER
 RJ1285'FOR 40 MINUTES TO TWO TREE ISLAND WHERE THE STATION IS LOCATED.
 RJ1285'
 RJ1285'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---200---, AND
 RJ1285'EMBEDDED INTO ROCK.
 RJ1285'
 RJ1285'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0982 ***********************************************************************
 RJ0982  DESIGNATION -  200R
 RJ0982  PID         -  RJ0982
 RJ0982  STATE/COUNTY-  MI/CHIPPEWA
 RJ0982  COUNTRY     -  US
 RJ0982  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0982
 RJ0982                         *CURRENT SURVEY CONTROL
 RJ0982  ______________________________________________________________________
 RJ0982* NAD 83(1994) POSITION- 46 12 22.82853(N) 084 05 14.19249(W)   ADJUSTED
 RJ0982* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0982  ______________________________________________________________________
 RJ0982  GEOID HEIGHT    -        -36.569 (meters)                     GEOID18
 RJ0982  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 RJ0982  HORZ ORDER      -  THIRD
 RJ0982
 RJ0982.The horizontal coordinates were established by classical geodetic methods
 RJ0982.and adjusted by the National Geodetic Survey in February 1997.
 RJ0982
 RJ0982.The orthometric height was scaled from a topographic map.
 RJ0982
 RJ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0982.GEOID18 height accuracy estimate available here.
 RJ0982
 RJ0982.Click photographs - Photos may exist for this station.
 RJ0982
 RJ0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0982
 RJ0982. The following values were computed from the NAD 83(1994) position.
 RJ0982
 RJ0982;                    North         East     Units Scale Factor Converg.
 RJ0982;SPC MI N     -   162,287.704 8,224,716.850   MT  0.99990378   +2 06 19.0
 RJ0982;SPC MI N     -   532,439.97 26,983,979.17   iFT  0.99990378   +2 06 19.0
 RJ0982;SPC MI C     -   321,165.754 6,021,565.292   MT  1.00015670   +0 11 50.5
 RJ0982;SPC MI C     - 1,053,693.42 19,755,791.64   iFT  1.00015670   +0 11 50.5
 RJ0982;UTM  16      - 5,121,098.264   724,695.174   MT  1.00022068   +2 06 12.2
 RJ0982
 RJ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0982!SPC MI N     -   0.99997814  x   0.99990378  =   0.99988192
 RJ0982!SPC MI C     -   0.99997814  x   1.00015670  =   1.00013484
 RJ0982!UTM  16      -   0.99997814  x   1.00022068  =   1.00019881
 RJ0982
 RJ0982:                Primary Azimuth Mark                     Grid Az
 RJ0982:SPC MI N     -  YOUNG IBC 1944                           142 53 17.3
 RJ0982:SPC MI C     -  YOUNG IBC 1944                           144 47 45.8
 RJ0982:UTM  16      -  YOUNG IBC 1944                           142 53 24.1
 RJ0982
 RJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2469521098(NAD 83)
 RJ0982
 RJ0982|---------------------------------------------------------------------|
 RJ0982| PID    Reference Object                     Distance      Geod. Az  |
 RJ0982|                                                           dddmmss.s |
 RJ0982| RJ0971 YOUNG IBC 1944                      APPROX. 2.1 KM 1445936.3 |
 RJ0982| RJ0983 REF MON 14                            6.973 METERS 23330     |
 RJ0982|---------------------------------------------------------------------|
 RJ0982
 RJ0982                          SUPERSEDED SURVEY CONTROL
 RJ0982
 RJ0982  NAD 83(1986)-  46 12 22.81079(N)    084 05 14.19448(W) AD(       ) 3
 RJ0982  NAD 27      -  46 12 22.75300(N)    084 05 14.10600(W) AD(       ) 3
 RJ0982  USSD        -  46 12 23.58000(N)    084 05 13.44000(W) AD(       ) 3
 RJ0982
 RJ0982.Superseded values are not recommended for survey control.
 RJ0982
 RJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0982.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0982
 RJ0982_MARKER: H = DRILL HOLE
 RJ0982_SETTING: 80 = SET IN A BOULDER
 RJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0982+STABILITY: SURFACE MOTION
 RJ0982
 RJ0982  HISTORY     - Date     Condition        Report By
 RJ0982  HISTORY     - 1900     MONUMENTED       USLS
 RJ0982  HISTORY     - 1958     GOOD             IBC
 RJ0982
 RJ0982                          STATION DESCRIPTION
 RJ0982
 RJ0982'DESCRIBED BY US LAKE SURVEY 1900
 RJ0982'IT IS ON TWO TREE ISLAND IN EASTERN LAKE MUNUSCONG, ABOUT 1-1/2 MILES
 RJ0982'N OF RICHARDSON POINT ON ST JOSEPH ISLAND, AND 2-1/2 MILES S OF
 RJ0982'NEEBISH ISLAND.  IT IS 1/3 OF DISTANCE FROM N TO S ENDS OF THE
 RJ0982'ISLAND, 20 FEET TO E SHORE, 30 FEET TO W SHORE, 3 FEET ABOVE THE
 RJ0982'WATER, AND JUST S OF A HUGE BOULDER.  GREATEST GULL HATCHERY IN THIS
 RJ0982'WHOLE TERRITORY.
 RJ0982'
 RJ0982'STATION MARK IS A SHALLOW DRILL HOLE INSIDE A TRIANGLE CUT IN A
 RJ0982'SOLID ROCK FLUSH WITH THE GROUND.  A CAIRN IS BUILT OVER THE STATION
 RJ0982'AND A TRIPOD PAINTED WHITE IS OVER THE CAIRN.
 RJ0982
 RJ0982                          STATION RECOVERY (1958)
 RJ0982
 RJ0982'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0972 ***********************************************************************
 RJ0972  DESIGNATION -  201
 RJ0972  PID         -  RJ0972
 RJ0972  STATE/COUNTY-  MI/CHIPPEWA
 RJ0972  COUNTRY     -  US
 RJ0972  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0972
 RJ0972                         *CURRENT SURVEY CONTROL
 RJ0972  ______________________________________________________________________
 RJ0972* NAD 83(1994) POSITION- 46 09 26.46348(N) 084 05 09.37214(W)   ADJUSTED
 RJ0972* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RJ0972  ______________________________________________________________________
 RJ0972  GEOID HEIGHT    -        -36.562 (meters)                     GEOID18
 RJ0972  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 RJ0972  HORZ ORDER      -  THIRD
 RJ0972
 RJ0972.The horizontal coordinates were established by classical geodetic methods
 RJ0972.and adjusted by the National Geodetic Survey in February 1997.
 RJ0972
 RJ0972.The orthometric height was scaled from a topographic map.
 RJ0972
 RJ0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0972.GEOID18 height accuracy estimate available here.
 RJ0972
 RJ0972.Click photographs - Photos may exist for this station.
 RJ0972
 RJ0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0972
 RJ0972. The following values were computed from the NAD 83(1994) position.
 RJ0972
 RJ0972;                    North         East     Units Scale Factor Converg.
 RJ0972;SPC MI N     -   156,850.189 8,225,020.225   MT  0.99990532   +2 06 22.5
 RJ0972;SPC MI N     -   514,600.36 26,984,974.49   iFT  0.99990532   +2 06 22.5
 RJ0972;SPC MI C     -   315,719.831 6,021,687.494   MT  1.00013807   +0 11 53.9
 RJ0972;SPC MI C     - 1,035,826.22 19,756,192.57   iFT  1.00013807   +0 11 53.9
 RJ0972;UTM  16      - 5,115,659.012   724,998.383   MT  1.00022236   +2 06 09.5
 RJ0972
 RJ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0972!SPC MI N     -   0.99997758  x   0.99990532  =   0.99988290
 RJ0972!SPC MI C     -   0.99997758  x   1.00013807  =   1.00011564
 RJ0972!UTM  16      -   0.99997758  x   1.00022236  =   1.00019993
 RJ0972
 RJ0972:                Primary Azimuth Mark                     Grid Az
 RJ0972:SPC MI N     -  203                                      120 01 38.8
 RJ0972:SPC MI C     -  203                                      121 56 07.4
 RJ0972:UTM  16      -  203                                      120 01 51.8
 RJ0972
 RJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2499815659(NAD 83)
 RJ0972
 RJ0972|---------------------------------------------------------------------|
 RJ0972| PID    Reference Object                     Distance      Geod. Az  |
 RJ0972|                                                           dddmmss.s |
 RJ0972| RJ0969 203                                 APPROX. 2.3 KM 1220801.3 |
 RJ0972|---------------------------------------------------------------------|
 RJ0972
 RJ0972                          SUPERSEDED SURVEY CONTROL
 RJ0972
 RJ0972  NAD 83(1986)-  46 09 26.44686(N)    084 05 09.37135(W) AD(       ) 3
 RJ0972  NAD 27      -  46 09 26.38700(N)    084 05 09.28700(W) AD(       ) 3
 RJ0972  USSD        -  46 09 27.11000(N)    084 05 08.49000(W) AD(       ) 3
 RJ0972
 RJ0972.Superseded values are not recommended for survey control.
 RJ0972
 RJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0972.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0972
 RJ0972_MARKER: DD = SURVEY DISK
 RJ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0972_PROJECTION: FLUSH
 RJ0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0972+STABILITY: SURFACE MOTION
 RJ0972
 RJ0972  HISTORY     - Date     Condition        Report By
 RJ0972  HISTORY     - 1894     MONUMENTED       USLS
 RJ0972  HISTORY     - 1958     GOOD             IBC
 RJ0972  HISTORY     - 1988     GOOD             NOS
 RJ0972
 RJ0972                          STATION DESCRIPTION
 RJ0972
 RJ0972'DESCRIBED BY US LAKE SURVEY 1894
 RJ0972'ON THE NE POINT OF THE TWIN ISLAND IN LAKE MUNUSCONG, 3 MILES NW
 RJ0972'OF POINT AUX FRENES, 14 MILES NW OF DETROU, MIGHIGAN, AND 2 MILES
 RJ0972'SE OF ROCKY POINT.  IT IS AT ABOUT THE CENTER OF THE POINT, 50 FEET
 RJ0972'FROM THE WATER ON THE POINT, 30 FEET TO THE WATER ON EACH SIDE OF
 RJ0972'THE POINT, AND 2 FEET ABOVE THE WATER LEVEL.
 RJ0972'
 RJ0972'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RJ0972'U S L S BRONZE DISK WITH A CROSS AND---201---STAMPED ON IT IS SET
 RJ0972'IN A 6-INCH CONCRETE CYLINDER OVER THE STATION, THE TOP PROJECTING
 RJ0972'8 INCHES ABOVE GROUND IN A CAIRN.  A TRIPOD PAINTED WHITE IS OVER
 RJ0972'THE STATION.
 RJ0972'
 RJ0972'REFERENCE MARKS ARE CROSSES CUT IN ROCKS.  ONE IS 15.95 FEET NW OF
 RJ0972'THE STATION, IN A LARGE DARK-COLORED BOULDER NE FROM THE STATION
 RJ0972'TOWARD THE POINT, AND 10 FEET FROM THE WATER.
 RJ0972
 RJ0972                          STATION RECOVERY (1958)
 RJ0972
 RJ0972'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0972'RECOVERED IN GOOD CONDITION.
 RJ0972
 RJ0972                          STATION RECOVERY (1988)
 RJ0972
 RJ0972'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0972'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS GEODETIC POSITION
 RJ0972'WAS VERIFIED AT THIS TIME.
 RJ0972'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0972'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1253 ***********************************************************************
 RJ1253  DESIGNATION -  201 C8W 315
 RJ1253  PID         -  RJ1253
 RJ1253  STATE/COUNTY-  MI/CHIPPEWA
 RJ1253  COUNTRY     -  US
 RJ1253  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ1253
 RJ1253                         *CURRENT SURVEY CONTROL
 RJ1253  ______________________________________________________________________
 RJ1253* NAD 83(1994) POSITION- 46 09 26.46490(N) 084 05 09.36840(W)   ADJUSTED
 RJ1253* NAD 83(1994) ELLIP HT-   141.230 (meters)        (02/03/97)   ADJUSTED
 RJ1253* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON3
 RJ1253  ______________________________________________________________________
 RJ1253  GEOID HEIGHT    -        -36.562 (meters)                     GEOID18
 RJ1253  NAD 83(1994) X  -    456,021.895 (meters)                     COMP
 RJ1253  NAD 83(1994) Y  - -4,402,263.790 (meters)                     COMP
 RJ1253  NAD 83(1994) Z  -  4,577,481.723 (meters)                     COMP
 RJ1253  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 RJ1253  HORZ ORDER      -  FIRST
 RJ1253  ELLP ORDER      -  FOURTH    CLASS I
 RJ1253
 RJ1253.The horizontal coordinates were established by GPS observations
 RJ1253.and adjusted by the National Geodetic Survey in February 1997.
 RJ1253
 RJ1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1253
 RJ1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1253.GEOID18 height accuracy estimate available here.
 RJ1253
 RJ1253.Click photographs - Photos may exist for this station.
 RJ1253
 RJ1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1253
 RJ1253.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1253
 RJ1253.The ellipsoidal height was determined by GPS observations
 RJ1253.and is referenced to NAD 83.
 RJ1253
 RJ1253. The following values were computed from the NAD 83(1994) position.
 RJ1253
 RJ1253;                    North         East     Units Scale Factor Converg.
 RJ1253;SPC MI N     -   156,850.236 8,225,020.303   MT  0.99990532   +2 06 22.5
 RJ1253;SPC MI N     -   514,600.51 26,984,974.75   iFT  0.99990532   +2 06 22.5
 RJ1253;UTM  16      - 5,115,659.058   724,998.461   MT  1.00022236   +2 06 09.5
 RJ1253
 RJ1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1253!SPC MI N     -   0.99997786  x   0.99990532  =   0.99988318
 RJ1253!UTM  16      -   0.99997786  x   1.00022236  =   1.00020022
 RJ1253
 RJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2499815659(NAD 83)
 RJ1253
 RJ1253                          SUPERSEDED SURVEY CONTROL
 RJ1253
 RJ1253  NAD 83(1986)-  46 09 26.45601(N)    084 05 09.36434(W) AD(       ) 1
 RJ1253  NGVD 29 (05/22/90)  177.9    (m)  RAPSU86  model used  GPS OBS        
 RJ1253
 RJ1253.Superseded values are not recommended for survey control.
 RJ1253
 RJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1253.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1253
 RJ1253_MARKER: DS = TRIANGULATION STATION DISK
 RJ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1253+STABILITY: SURFACE MOTION
 RJ1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1253+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1253
 RJ1253  HISTORY     - Date     Condition        Report By
 RJ1253  HISTORY     - 1988     MONUMENTED       USACE
 RJ1253
 RJ1253                          STATION DESCRIPTION
 RJ1253
 RJ1253'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1253'THE STATION IS LOCATED ABOUT 42.2 KM (26.2 MI) SOUTH-SOUTHEAST OF
 RJ1253'SAULT STE MARIE, 40.1 KM (24.9 MI) EAST-SOUTHEAST OF RUDYARD, 23.5 KM
 RJ1253'(14.6 MI) NORTHWEST OF DETOUR VILLAGE ON TWIN ISLAND, SEC 5,
 RJ1253'T43N-R3E.
 RJ1253'OWNERSHIP---VIRGINIA L. CURTIS, ET AL
 RJ1253'
 RJ1253'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1253'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE
 RJ1253'BEND IN THE ROAD TOWARD THE SOUTH,
 RJ1253'TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT) ON A
 RJ1253'GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR
 RJ1253'5 MINUTES TO THE NORTHEAST SIDE OF TWIN ISLAND WHERE THE STATION IS
 RJ1253'LOCATED.
 RJ1253'
 RJ1253'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---201---, SET IN A
 RJ1253'CONCRETE CYLINDER BURIED IN GROUND AND IN GOOD SHAPE.
 RJ1253'
 RJ1253'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0697 ***********************************************************************
 NF0697  DESIGNATION -  203
 NF0697  PID         -  NF0697
 NF0697  STATE/COUNTY-  MI/ALLEGAN
 NF0697  COUNTRY     -  US
 NF0697  USGS QUAD   -  MARTIN (2017)
 NF0697
 NF0697                         *CURRENT SURVEY CONTROL
 NF0697  ______________________________________________________________________
 NF0697* NAD 83(1986) POSITION- 42 32 02.     (N) 085 37 51.     (W)   SCALED
 NF0697* NAVD 88 ORTHO HEIGHT -   253.584 (meters)      831.97  (feet) ADJUSTED
 NF0697  ______________________________________________________________________
 NF0697  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 NF0697  DYNAMIC HEIGHT  -        253.512 (meters)      831.73  (feet) COMP
 NF0697  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 NF0697
 NF0697  VERT ORDER      -  SECOND    CLASS 0
 NF0697
 NF0697.The horizontal coordinates were scaled from a map and have
 NF0697.an estimated accuracy of +/- 6 seconds.
 NF0697
 NF0697.The orthometric height was determined by differential leveling and
 NF0697.adjusted by the NATIONAL GEODETIC SURVEY
 NF0697.in June 1991.
 NF0697
 NF0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0697.GEOID18 height accuracy estimate available here.
 NF0697
 NF0697.Click photographs - Photos may exist for this station.
 NF0697
 NF0697.The dynamic height is computed by dividing the NAVD 88
 NF0697.geopotential number by the normal gravity value computed on the
 NF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0697.degrees latitude (g = 980.6199 gals.).
 NF0697
 NF0697.The modeled gravity was interpolated from observed gravity values.
 NF0697
 NF0697;                    North         East    Units  Estimated Accuracy
 NF0697;SPC MI S     -   115,620.    3,896,160.      MT  (+/- 180 meters Scaled)
 NF0697
 NF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN124099(NAD 83)
 NF0697
 NF0697                          SUPERSEDED SURVEY CONTROL
 NF0697
 NF0697  NGVD 29 (??/??/92)  253.712  (m)          832.39   (f) ADJ UNCH    2 0
 NF0697
 NF0697.Superseded values are not recommended for survey control.
 NF0697
 NF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0697.See file dsdata.pdf to determine how the superseded data were derived.
 NF0697
 NF0697_MARKER: X = CHISELED CROSS
 NF0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0697_SP_SET: RAIL
 NF0697_STAMPING: 832.413
 NF0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0697
 NF0697  HISTORY     - Date     Condition        Report By
 NF0697  HISTORY     - UNK      MONUMENTED       PRR
 NF0697  HISTORY     - 1948     GOOD             CGS
 NF0697  HISTORY     - 1983     POOR             USPSQD
 NF0697  HISTORY     - 1989     POOR             USPSQD
 NF0697  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0697
 NF0697                          STATION DESCRIPTION
 NF0697
 NF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0697'AT MARTIN.
 NF0697'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0697'AT MARTIN, 18.5 FEET EAST AND ACROSS THE TRACK FROM MILE POST 203,
 NF0697'6.4 FEET EAST OF THE EAST RAIL, 47.3 FEET SOUTH OF A SWITCH STAND
 NF0697'AND IS A CHISELED CROSS ON THE TOP OF A RAIL DRAWN VERTICALLY IN
 NF0697'THE GROUND AND PROJECTING ABOUT 4 INCHES.
 NF0697
 NF0697                          STATION RECOVERY (1983)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0697'MARK RECOVERED IN POOR CONDITION.
 NF0697
 NF0697                          STATION RECOVERY (1989)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0697'MARK RECOVERED IN POOR CONDITION.
 NF0697
 NF0697                          STATION RECOVERY (1997)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5426 ***********************************************************************
 AH5426  DESIGNATION -  203 2
 AH5426  PID         -  AH5426
 AH5426  STATE/COUNTY-  MI/CHIPPEWA
 AH5426  COUNTRY     -  US
 AH5426  USGS QUAD   -  MUNUSCONG NE (2017)
 AH5426
 AH5426                         *CURRENT SURVEY CONTROL
 AH5426  ______________________________________________________________________
 AH5426* NAD 83(1994) POSITION- 46 08 46.76508(N) 084 03 37.40014(W)   ADJUSTED
 AH5426* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 AH5426  ______________________________________________________________________
 AH5426  GEOID HEIGHT    -        -36.587 (meters)                     GEOID18
 AH5426  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 AH5426  HORZ ORDER      -  THIRD
 AH5426
 AH5426.The horizontal coordinates were established by classical geodetic methods
 AH5426.and adjusted by the National Geodetic Survey in November 1998.
 AH5426
 AH5426.The orthometric height was scaled from a topographic map.
 AH5426
 AH5426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5426.GEOID18 height accuracy estimate available here.
 AH5426
 AH5426.Click photographs - Photos may exist for this station.
 AH5426
 AH5426.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5426
 AH5426. The following values were computed from the NAD 83(1994) position.
 AH5426
 AH5426;                    North         East     Units Scale Factor Converg.
 AH5426;SPC MI N     -   155,698.251 8,227,037.530   MT  0.99990576   +2 07 29.0
 AH5426;SPC MI N     -   510,821.03 26,991,592.95   iFT  0.99990576   +2 07 29.0
 AH5426;UTM  16      - 5,114,506.567   727,016.262   MT  1.00023358   +2 07 14.5
 AH5426;UTM  17      - 5,114,859.051   263,656.813   MT  1.00028672   -2 12 28.4
 AH5426
 AH5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5426!SPC MI N     -   0.99997761  x   0.99990576  =   0.99988337
 AH5426!UTM  16      -   0.99997761  x   1.00023358  =   1.00021118
 AH5426!UTM  17      -   0.99997761  x   1.00028672  =   1.00026432
 AH5426
 AH5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2701614506(NAD 83)
 AH5426
 AH5426                          SUPERSEDED SURVEY CONTROL
 AH5426
 AH5426.No superseded survey control is available for this station.
 AH5426
 AH5426_MARKER: DD = SURVEY DISK
 AH5426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5426_STAMPING: 203 2 1988
 AH5426_MARK LOGO: NOS
 AH5426_PROJECTION: FLUSH
 AH5426_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5426
 AH5426  HISTORY     - Date     Condition        Report By
 AH5426  HISTORY     - 1988     MONUMENTED       NOS
 AH5426
 AH5426                          STATION DESCRIPTION
 AH5426
 AH5426'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5426'THE STATION IS LOCATED IN THE MUNUSCONG STATE FOREST ON A PROMINENT
 AH5426'POINT OF LAND APPROXIMATELY 1.9 MILE NORTHWEST OF POINT AUX FRENES AND
 AH5426'ALONG THE SOUTHEAST SHORELINE OF MUNUSCONG LAKE.
 AH5426'THE STATION IS BEST REACHED BY BOAT.
 AH5426'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO A ALUMINUM ROD
 AH5426'WHICH IN TURN IS SET INTO A MASS OF CONCRETE. THE DISK PROJECTS 0.85
 AH5426'FEET ABOVE THE EXISTING GROUND.  IT IS STAMPED---203 2 1988---.  IT IS
 AH5426'LOCATED 7.83 METERS (25.7 FEET) SOUTH OF THE MOST NORTHERLY POINT OF
 AH5426'THE SHORELINE, AND 1.59 METERS (5.2 FEET) NORTH OF THE TREE LINE.
 AH5426'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5426'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1287 ***********************************************************************
 RJ1287  DESIGNATION -  203 C8W+391
 RJ1287  PID         -  RJ1287
 RJ1287  STATE/COUNTY-  MI/CHIPPEWA
 RJ1287  COUNTRY     -  US
 RJ1287  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ1287
 RJ1287                         *CURRENT SURVEY CONTROL
 RJ1287  ______________________________________________________________________
 RJ1287* NAD 83(1994) POSITION- 46 08 46.37075(N) 084 03 37.37440(W)   ADJUSTED
 RJ1287* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON3
 RJ1287  ______________________________________________________________________
 RJ1287  GEOID HEIGHT    -        -36.587 (meters)                     GEOID18
 RJ1287  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 RJ1287  HORZ ORDER      -  SECOND
 RJ1287
 RJ1287.The horizontal coordinates were established by classical geodetic methods
 RJ1287.and adjusted by the National Geodetic Survey in February 1997.
 RJ1287
 RJ1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1287
 RJ1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1287.GEOID18 height accuracy estimate available here.
 RJ1287
 RJ1287.Click photographs - Photos may exist for this station.
 RJ1287
 RJ1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1287
 RJ1287. The following values were computed from the NAD 83(1994) position.
 RJ1287
 RJ1287;                    North         East     Units Scale Factor Converg.
 RJ1287;SPC MI N     -   155,686.106 8,227,038.534   MT  0.99990577   +2 07 29.0
 RJ1287;SPC MI N     -   510,781.19 26,991,596.24   iFT  0.99990577   +2 07 29.0
 RJ1287;UTM  16      - 5,114,494.418   727,017.265   MT  1.00023358   +2 07 14.5
 RJ1287;UTM  17      - 5,114,846.860   263,656.896   MT  1.00028671   -2 12 28.4
 RJ1287
 RJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1287!SPC MI N     -   0.99997782  x   0.99990577  =   0.99988360
 RJ1287!UTM  16      -   0.99997782  x   1.00023358  =   1.00021140
 RJ1287!UTM  17      -   0.99997782  x   1.00028671  =   1.00026453
 RJ1287
 RJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2701714494(NAD 83)
 RJ1287
 RJ1287                          SUPERSEDED SURVEY CONTROL
 RJ1287
 RJ1287  NAD 83(1986)-  46 08 46.36134(N)    084 03 37.37019(W) AD(       ) 2
 RJ1287  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1287
 RJ1287.Superseded values are not recommended for survey control.
 RJ1287
 RJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1287.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1287
 RJ1287_MARKER: DS = TRIANGULATION STATION DISK
 RJ1287_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1287+WITH SETTING: INFORMATION.
 RJ1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1287
 RJ1287  HISTORY     - Date     Condition        Report By
 RJ1287  HISTORY     - 1988     MONUMENTED       USACE
 RJ1287
 RJ1287                          STATION DESCRIPTION
 RJ1287
 RJ1287'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1287'THE STATION IS LOCATED ABOUT 44.3 KM (27.5 MI) SOUTH-SOUTHEAST OF
 RJ1287'SAULT STE MARIE, 42.5 KM (26.4 MI) EAST-SOUTHEAST OF RUDYARD, 21.4
 RJ1287'KM
 RJ1287'(13.3 MI) NORTHWEST OF DETOUR VILLAGE, IN PART OF FRAC
 RJ1287'SEC 4,
 RJ1287'T43N-R3E.
 RJ1287'OWNERSHIP---SSSS
 RJ1287'
 RJ1287'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1287'FOR 20.9 KM
 RJ1287'(13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE TURN TO THE SOUTH,
 RJ1287'TURN LEFT AND GO NORTH FOR 152.4 METER (500 FT) ON A GRAVEL ROAD TO
 RJ1287'THE
 RJ1287'PUBLIC BOAT LAUNCH. TRAVEL BY BOAT EAST ALONG THE
 RJ1287'SOUTHERN SHORE OF MUNUSCONG LAKE FOR 10 MINUTES TO THE SECOND
 RJ1287'PROMINENT POINT ALONG THE SHORELINE WHERE THE STATION IS LOCATED.
 RJ1287'
 RJ1287'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1287'STAMPED---C8W-391---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RJ1287'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RJ1287'LOCATED APPROXIMATELY 18.3 METERS (60 FT) INLAND FROM THE WATERS
 RJ1287'EDGE.
 RJ1287'
 RJ1287'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5438 ***********************************************************************
 AH5438  DESIGNATION -  205 2
 AH5438  PID         -  AH5438
 AH5438  STATE/COUNTY-  MI/CHIPPEWA
 AH5438  COUNTRY     -  US
 AH5438  USGS QUAD   -  GOETZVILLE (2017)
 AH5438
 AH5438                         *CURRENT SURVEY CONTROL
 AH5438  ______________________________________________________________________
 AH5438* NAD 83(1994) POSITION- 46 07 24.16561(N) 084 01 51.40397(W)   ADJUSTED
 AH5438* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 AH5438  ______________________________________________________________________
 AH5438  GEOID HEIGHT    -        -36.622 (meters)                     GEOID18
 AH5438  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 AH5438  HORZ ORDER      -  THIRD
 AH5438
 AH5438.The horizontal coordinates were established by classical geodetic methods
 AH5438.and adjusted by the National Geodetic Survey in November 1998.
 AH5438
 AH5438.The orthometric height was scaled from a topographic map.
 AH5438
 AH5438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5438.GEOID18 height accuracy estimate available here.
 AH5438
 AH5438.Click photographs - Photos may exist for this station.
 AH5438
 AH5438.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5438
 AH5438. The following values were computed from the NAD 83(1994) position.
 AH5438
 AH5438;                    North         East     Units Scale Factor Converg.
 AH5438;SPC MI N     -   153,234.680 8,229,405.990   MT  0.99990681   +2 08 45.6
 AH5438;SPC MI N     -   502,738.45 26,999,363.48   iFT  0.99990681   +2 08 45.6
 AH5438;UTM  16      - 5,112,041.989   729,385.321   MT  1.00024688   +2 08 28.0
 AH5438;UTM  17      - 5,112,222.621   265,833.223   MT  1.00027413   -2 11 08.9
 AH5438
 AH5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5438!SPC MI N     -   0.99997770  x   0.99990681  =   0.99988451
 AH5438!UTM  16      -   0.99997770  x   1.00024688  =   1.00022458
 AH5438!UTM  17      -   0.99997770  x   1.00027413  =   1.00025183
 AH5438
 AH5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2938512041(NAD 83)
 AH5438
 AH5438                          SUPERSEDED SURVEY CONTROL
 AH5438
 AH5438.No superseded survey control is available for this station.
 AH5438
 AH5438_MARKER: DD = SURVEY DISK
 AH5438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5438_STAMPING: 205 2 1988
 AH5438_MARK LOGO: NOS
 AH5438_PROJECTION: FLUSH
 AH5438_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5438
 AH5438  HISTORY     - Date     Condition        Report By
 AH5438  HISTORY     - 1988     MONUMENTED       NOS
 AH5438
 AH5438                          STATION DESCRIPTION
 AH5438
 AH5438'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5438'THE STATION IS LOCATED IN THE MUNUSCONG STATE FOREST, ALONG THE
 AH5438'WESTERN SHORE OF THE ST MARYS RIVER ON A PROMINENT POINT OF LAND
 AH5438'APPROXIMATELY 0.6 MILE SOUTH OF POINT AUX FRENES.
 AH5438'THE STATION IS BEST REACHED BY BOAT.  FROM THE RAMP AT RABER PROCEED
 AH5438'NORTH-NORTHEAST TO A PROMINENT POINT OF LAND JUST SOUTHWEST OF POINT
 AH5438'AUX FRENES.
 AH5438'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO A 42 INCH
 AH5438'ALUMINUM ROD WHICH IN TURN IS SET INTO AND SURROUNDED BY A MASS OF
 AH5438'CONCRETE.  THE DISK AND ROD PROJECT 0.8 FEET ABOVE THE EXISTING
 AH5438'GROUND.  THE DISK IS STAMPED---205 2 1988---, AND IS LOCATED 11.9
 AH5438'METERS (39.04 FEET) WEST OF THE EAST SHORELINE, 10.4 METERS (34.1
 AH5438'FEET) EAST OF THE WEST SHORELINE, AND 5.1 METERS (16.7 FEET) NORTH OF
 AH5438'THE SOUTH SHORELINE.
 AH5438'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5438'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1290 ***********************************************************************
 RJ1290  DESIGNATION -  205 A RIC+061
 RJ1290  PID         -  RJ1290
 RJ1290  STATE/COUNTY-  MI/CHIPPEWA
 RJ1290  COUNTRY     -  US
 RJ1290  USGS QUAD   -  GOETZVILLE (2017)
 RJ1290
 RJ1290                         *CURRENT SURVEY CONTROL
 RJ1290  ______________________________________________________________________
 RJ1290* NAD 83(1994) POSITION- 46 06 32.38314(N) 084 01 11.53707(W)   ADJUSTED
 RJ1290* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 RJ1290  ______________________________________________________________________
 RJ1290  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ1290  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 RJ1290  HORZ ORDER      -  SECOND
 RJ1290
 RJ1290.The horizontal coordinates were established by classical geodetic methods
 RJ1290.and adjusted by the National Geodetic Survey in February 1997.
 RJ1290
 RJ1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1290
 RJ1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1290.GEOID18 height accuracy estimate available here.
 RJ1290
 RJ1290.Click photographs - Photos may exist for this station.
 RJ1290
 RJ1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1290
 RJ1290. The following values were computed from the NAD 83(1994) position.
 RJ1290
 RJ1290;                    North         East     Units Scale Factor Converg.
 RJ1290;SPC MI N     -   151,669.231 8,230,321.326   MT  0.99990755   +2 09 14.4
 RJ1290;SPC MI N     -   497,602.46 27,002,366.56   iFT  0.99990755   +2 09 14.4
 RJ1290;UTM  16      - 5,110,475.922   730,300.830   MT  1.00025205   +2 08 55.0
 RJ1290;UTM  17      - 5,110,591.915   266,627.999   MT  1.00026956   -2 10 38.2
 RJ1290
 RJ1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1290!SPC MI N     -   0.99997791  x   0.99990755  =   0.99988546
 RJ1290!UTM  16      -   0.99997791  x   1.00025205  =   1.00022996
 RJ1290!UTM  17      -   0.99997791  x   1.00026956  =   1.00024747
 RJ1290
 RJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3030010475(NAD 83)
 RJ1290
 RJ1290                          SUPERSEDED SURVEY CONTROL
 RJ1290
 RJ1290  NAD 83(1986)-  46 06 32.37227(N)    084 01 11.53047(W) AD(       ) 2
 RJ1290  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1290
 RJ1290.Superseded values are not recommended for survey control.
 RJ1290
 RJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1290.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1290
 RJ1290_MARKER: DS = TRIANGULATION STATION DISK
 RJ1290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1290+WITH SETTING: INFORMATION.
 RJ1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1290
 RJ1290  HISTORY     - Date     Condition        Report By
 RJ1290  HISTORY     - 1988     MONUMENTED       USACE
 RJ1290
 RJ1290                          STATION DESCRIPTION
 RJ1290
 RJ1290'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1290'THE STATION IS LOCATED ABOUT 49.4 KM (30.7 MI) SOUTH-SOUTHEAST OF
 RJ1290'SAULT STE MARIE, 46.3 KM (28.8 MI) EAST-SOUTHEAST OF RUDYARD, 16.1
 RJ1290'KM
 RJ1290'(10.0 MI) NORTHWEST OF DETOUR VILLAGE ON THE EAST SIDE OF ROUND
 RJ1290'ISLAND IN SECTION 23, T43N-R3E.
 RJ1290'OWNERSHIP---EUGENE NORMAN STARBECKER
 RJ1290'
 RJ1290'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RJ1290'FOR 1.4 KM (0.85 MI) ON HWY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1290'NORTH RABER ROAD AND GO FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO
 RJ1290'THE LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1290'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30 MINUTES TO ROUND ISLAND
 RJ1290'WHERE THE STATION IS LOCATED.
 RJ1290'
 RJ1290'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1290'STAMPED---RIC-061---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RJ1290'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RJ1290'LOCATED ON THE EAST SIDE OF THE ISLAND AND 3.7 METERS (12 FT) EAST
 RJ1290'OF
 RJ1290'THE OLD LIGHT HOUSE.
 RJ1290'
 RJ1290'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1289 ***********************************************************************
 RJ1289  DESIGNATION -  205 RIC+053
 RJ1289  PID         -  RJ1289
 RJ1289  STATE/COUNTY-  MI/CHIPPEWA
 RJ1289  COUNTRY     -  US
 RJ1289  USGS QUAD   -  GOETZVILLE (2017)
 RJ1289
 RJ1289                         *CURRENT SURVEY CONTROL
 RJ1289  ______________________________________________________________________
 RJ1289* NAD 83(1994) POSITION- 46 06 49.33782(N) 084 03 14.29814(W)   ADJUSTED
 RJ1289* NAVD 88 ORTHO HEIGHT -   177.4   (meters)      582.    (feet) VERTCON3
 RJ1289  ______________________________________________________________________
 RJ1289  GEOID HEIGHT    -        -36.592 (meters)                     GEOID18
 RJ1289  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 RJ1289  HORZ ORDER      -  SECOND
 RJ1289
 RJ1289.The horizontal coordinates were established by classical geodetic methods
 RJ1289.and adjusted by the National Geodetic Survey in February 1997.
 RJ1289
 RJ1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1289
 RJ1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1289.GEOID18 height accuracy estimate available here.
 RJ1289
 RJ1289.Click photographs - Photos may exist for this station.
 RJ1289
 RJ1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1289
 RJ1289. The following values were computed from the NAD 83(1994) position.
 RJ1289
 RJ1289;                    North         East     Units Scale Factor Converg.
 RJ1289;SPC MI N     -   152,093.801 8,227,667.632   MT  0.99990730   +2 07 45.7
 RJ1289;SPC MI N     -   498,995.41 26,993,660.21   iFT  0.99990730   +2 07 45.7
 RJ1289;UTM  16      - 5,110,900.881   727,646.281   MT  1.00023711   +2 07 27.0
 RJ1289;UTM  17      - 5,111,215.921   264,012.983   MT  1.00028465   -2 12 07.4
 RJ1289
 RJ1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1289!SPC MI N     -   0.99997792  x   0.99990730  =   0.99988523
 RJ1289!UTM  16      -   0.99997792  x   1.00023711  =   1.00021503
 RJ1289!UTM  17      -   0.99997792  x   1.00028465  =   1.00026257
 RJ1289
 RJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2764610900(NAD 83)
 RJ1289
 RJ1289                          SUPERSEDED SURVEY CONTROL
 RJ1289
 RJ1289  NAD 83(1986)-  46 06 49.32658(N)    084 03 14.29154(W) AD(       ) 2
 RJ1289  NGVD 29 (05/22/90)  177.4    (m)          582.     (f) VERT ANG       
 RJ1289
 RJ1289.Superseded values are not recommended for survey control.
 RJ1289
 RJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1289.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1289
 RJ1289_MARKER: DS = TRIANGULATION STATION DISK
 RJ1289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1289+WITH SETTING: INFORMATION.
 RJ1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1289
 RJ1289  HISTORY     - Date     Condition        Report By
 RJ1289  HISTORY     - 1988     MONUMENTED       USACE
 RJ1289
 RJ1289                          STATION DESCRIPTION
 RJ1289
 RJ1289'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1289'THE STATION IS LOCATED ABOUT 47.8 KM (29.7 MI) SOUTH-SOUTHEAST OF
 RJ1289'SAULT STE MARIE, 43.9 KM (27.3 MI) EAST-SOUTHEAST OF RUDYARD, 18.2
 RJ1289'KM
 RJ1289'(11.3 MI) NORTHWEST OF DETOUR VILLAGE, IN GOVT LOT 1, SECTION 21,
 RJ1289'T43N-R3E.
 RJ1289'OWNERSHIP---VERNON E. AND CAROL R. DAVIS
 RJ1289'
 RJ1289'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RJ1289'1.4 KM (0.85 MI) ON HWY M48 TO NORTH RABER ROAD, TURN ONTO NORTH
 RJ1289'RABER ROAD AND GO FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1289'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1289'LAUNCH. TRAVEL BY BOAT ACROSS RABER BAY FOR 5 MINUTES TO A POINT OF
 RJ1289'LAND WHERE THE STATION IS LOCATED.
 RJ1289'
 RJ1289'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1289'STAMPED---RIC-053---, SET INTO A COVERED CYLINDER THAT IS FLUSH
 RJ1289'WITH THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE
 RJ1289'GROUND LOCATED APPROXIMATELY 12.2 METERS (40 FT) INLAND FROM THE
 RJ1289'POINT.
 RJ1289'
 RJ1289'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0213 ***********************************************************************
 RJ0213  DESIGNATION -  207
 RJ0213  PID         -  RJ0213
 RJ0213  STATE/COUNTY-  MI/CHIPPEWA
 RJ0213  COUNTRY     -  US
 RJ0213  USGS QUAD   -  OAK RIDGE (2017)
 RJ0213
 RJ0213                         *CURRENT SURVEY CONTROL
 RJ0213  ______________________________________________________________________
 RJ0213* NAD 83(1986) POSITION- 46 20 51.     (N) 084 09 47.     (W)   SCALED
 RJ0213* NAVD 88 ORTHO HEIGHT -   185.822 (meters)      609.65  (feet) ADJUSTED
 RJ0213  ______________________________________________________________________
 RJ0213  GEOID HEIGHT    -        -36.610 (meters)                     GEOID18
 RJ0213  DYNAMIC HEIGHT  -        185.832 (meters)      609.68  (feet) COMP
 RJ0213  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RJ0213
 RJ0213  VERT ORDER      -  FIRST     CLASS 0
 RJ0213
 RJ0213.The horizontal coordinates were scaled from a map and have
 RJ0213.an estimated accuracy of +/- 6 seconds.
 RJ0213
 RJ0213.The orthometric height was determined by differential leveling and
 RJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0213.in June 1991.
 RJ0213
 RJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0213.GEOID18 height accuracy estimate available here.
 RJ0213
 RJ0213.Click photographs - Photos may exist for this station.
 RJ0213
 RJ0213.The dynamic height is computed by dividing the NAVD 88
 RJ0213.geopotential number by the normal gravity value computed on the
 RJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0213.degrees latitude (g = 980.6199 gals.).
 RJ0213
 RJ0213.The modeled gravity was interpolated from observed gravity values.
 RJ0213
 RJ0213;                    North         East    Units  Estimated Accuracy
 RJ0213;SPC MI N     -   177,760.    8,218,310.      MT  (+/- 180 meters Scaled)
 RJ0213
 RJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182365(NAD 83)
 RJ0213
 RJ0213                          SUPERSEDED SURVEY CONTROL
 RJ0213
 RJ0213.No superseded survey control is available for this station.
 RJ0213
 RJ0213_MARKER: DD = SURVEY DISK
 RJ0213_SETTING: 80 = SET IN A BOULDER
 RJ0213_MARK LOGO: USLS
 RJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0213+STABILITY: SURFACE MOTION
 RJ0213
 RJ0213  HISTORY     - Date     Condition        Report By
 RJ0213  HISTORY     - 1969     MONUMENTED       USLS
 RJ0213  HISTORY     - 1969     GOOD             USLS
 RJ0213  HISTORY     - 1983     GOOD             NGS
 RJ0213
 RJ0213                          STATION DESCRIPTION
 RJ0213
 RJ0213'DESCRIBED BY US LAKE SURVEY 1969
 RJ0213'AT SUGAR ISLAND.
 RJ0213'207, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0213'FERRY DOCK PROCEED EAST 4.9 MILES ON A PAVED ROAD, TURN RIGHT,
 RJ0213'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0213'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0213'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0213'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES
 RJ0213'TO RIGHT ANGLE TURN AND VICINITY OF MARK, 53 FEET SOUTH OF
 RJ0213'CENTERLINE OF ROAD, 36.7 FEET SOUTHEAST OF UTILITY POLE NO.
 RJ0213'SU1-207, 4.0 FEET WEST OF A TRIANGULAR BLAZE IN A THREE-TRUNKED
 RJ0213'TREE, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS
 RJ0213'ON BRONZE DISC SET INTO A 5 X 5 X 7-FOOT TRIANGULAR SHAPED
 RJ0213'BOULDER.
 RJ0213
 RJ0213                          STATION RECOVERY (1983)
 RJ0213
 RJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0213'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0213'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0213'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0213'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0213'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0213'(0.45 MI) EAST TO A Y JUNCTION, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG
 RJ0213'HOMESTEAD ROAD TO A CURVE IN THE ROAD, THENCE 2.6 KM (1.6 MI) SOUTH
 RJ0213'ALONG HOMESTEAD ROAD TO A CURVE IN THE ROAD TO THE EAST, A USLS DISK
 RJ0213'SET IN TOP OF A 5 BY 5 BY 7 FOOT BOULDER (TRIANGULAR SHAPE),
 RJ0213'16.2 METERS (53.0 FT) SOUTH OF THE CENTER OF THE ROAD, 11.3 METERS
 RJ0213'(37.0 FT) SOUTHEAST OF A POWERLINE POLE WITH TWO GUY WIRES, AND
 RJ0213'1.2 METERS (4.0 FT) WEST OF A DOUBLE TRUNK TREE.
 RJ0213'THE MARK IS 0.6 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1291 ***********************************************************************
 RJ1291  DESIGNATION -  207 A RIC+126
 RJ1291  PID         -  RJ1291
 RJ1291  STATE/COUNTY-  MI/CHIPPEWA
 RJ1291  COUNTRY     -  US
 RJ1291  USGS QUAD   -  GOETZVILLE (2017)
 RJ1291
 RJ1291                         *CURRENT SURVEY CONTROL
 RJ1291  ______________________________________________________________________
 RJ1291* NAD 83(1994) POSITION- 46 05 30.41349(N) 084 00 39.75376(W)   ADJUSTED
 RJ1291* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) VERTCON3
 RJ1291  ______________________________________________________________________
 RJ1291  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ1291  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 RJ1291  HORZ ORDER      -  SECOND
 RJ1291
 RJ1291.The horizontal coordinates were established by classical geodetic methods
 RJ1291.and adjusted by the National Geodetic Survey in February 1997.
 RJ1291
 RJ1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1291
 RJ1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1291.GEOID18 height accuracy estimate available here.
 RJ1291
 RJ1291.Click photographs - Photos may exist for this station.
 RJ1291
 RJ1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1291
 RJ1291. The following values were computed from the NAD 83(1994) position.
 RJ1291
 RJ1291;                    North         East     Units Scale Factor Converg.
 RJ1291;SPC MI N     -   149,783.087 8,231,075.457   MT  0.99990851   +2 09 37.4
 RJ1291;SPC MI N     -   491,414.33 27,004,840.74   iFT  0.99990851   +2 09 37.4
 RJ1291;UTM  16      - 5,108,589.050   731,055.033   MT  1.00025633   +2 09 15.7
 RJ1291;UTM  17      - 5,108,653.510   267,237.758   MT  1.00026607   -2 10 13.0
 RJ1291
 RJ1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1291!SPC MI N     -   0.99997769  x   0.99990851  =   0.99988620
 RJ1291!UTM  16      -   0.99997769  x   1.00025633  =   1.00023401
 RJ1291!UTM  17      -   0.99997769  x   1.00026607  =   1.00024375
 RJ1291
 RJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3105508589(NAD 83)
 RJ1291
 RJ1291                          SUPERSEDED SURVEY CONTROL
 RJ1291
 RJ1291  NAD 83(1986)-  46 05 30.40269(N)    084 00 39.74682(W) AD(       ) 2
 RJ1291  NGVD 29 (05/22/90)  179.     (m)          587.     (f) VERT ANG       
 RJ1291
 RJ1291.Superseded values are not recommended for survey control.
 RJ1291
 RJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1291.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1291
 RJ1291_MARKER: DS = TRIANGULATION STATION DISK
 RJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1291+STABILITY: SURFACE MOTION
 RJ1291
 RJ1291  HISTORY     - Date     Condition        Report By
 RJ1291  HISTORY     - 1988     MONUMENTED       USACE
 RJ1291
 RJ1291                          STATION DESCRIPTION
 RJ1291
 RJ1291'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1291'THE STATION IS LOCATED ABOUT 51.7 KM (32.1 MI) SOUTH-SOUTHEAST OF
 RJ1291'SAULT STE MARIE, 48.1 KM (29.9 MI) EAST-SOUTHEAST OF RUDYARD, 14.0
 RJ1291'KM (8.7 MI) NORTHWEST OF DETOUR VILLAGE ON THE NORTHWEST CORNER OF
 RJ1291'LIME ISLAND IN GOVT LOT 1, SEC 26, T43N-R3E.
 RJ1291'OWNERSHIP---STATE OF MICHIGAN
 RJ1291'
 RJ1291'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RJ1291'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1291'NORTH RABER ROAD FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1291'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1291'LAUNCH. TRAVEL BY BOAT FOR 30 MINUTES ACROSS THE ST MARYS RIVER
 RJ1291'TOWARD THE LIME ISLAND PIER, FOLLOW THE SHORELINE FOR 457 METERS
 RJ1291'(1500 FT)
 RJ1291'TO A LIME DEPOSIT SURROUNDED BY 3 STONE RUIN
 RJ1291'BUILDINGS WHERE THE STATION IS LOCATED.
 RJ1291'
 RJ1291'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---RIC-126---,
 RJ1291'AND SET APPROXIMATELY 0.2 FT ABOVE GROUND SURFACE.
 RJ1291'
 RJ1291'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0056 ***********************************************************************
 RH0056  DESIGNATION -  209
 RH0056  PID         -  RH0056
 RH0056  STATE/COUNTY-  MI/CHIPPEWA
 RH0056  COUNTRY     -  US
 RH0056  USGS QUAD   -  LIME ISLAND (2017)
 RH0056
 RH0056                         *CURRENT SURVEY CONTROL
 RH0056  ______________________________________________________________________
 RH0056* NAD 83(1994) POSITION- 46 05 40.36273(N) 083 59 42.07723(W)   ADJUSTED
 RH0056* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0056  ______________________________________________________________________
 RH0056  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 RH0056  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 RH0056  HORZ ORDER      -  THIRD
 RH0056
 RH0056.The horizontal coordinates were established by classical geodetic methods
 RH0056.and adjusted by the National Geodetic Survey in February 1997.
 RH0056
 RH0056.The orthometric height was scaled from a topographic map.
 RH0056
 RH0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0056.GEOID18 height accuracy estimate available here.
 RH0056
 RH0056.Click photographs - Photos may exist for this station.
 RH0056
 RH0056.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0056
 RH0056. The following values were computed from the NAD 83(1994) position.
 RH0056
 RH0056;                    North         East     Units Scale Factor Converg.
 RH0056;SPC MI N     -   150,136.858 8,232,301.823   MT  0.99990835   +2 10 19.1
 RH0056;SPC MI N     -   492,574.99 27,008,864.25   iFT  0.99990835   +2 10 19.1
 RH0056;SPC MI C     -   308,766.169 6,028,743.004   MT  1.00011527   +0 15 45.1
 RH0056;SPC MI C     - 1,013,012.37 19,779,340.56   iFT  1.00011527   +0 15 45.1
 RH0056;UTM  17      - 5,108,913.755   268,487.780   MT  1.00025893   -2 09 31.8
 RH0056;UTM  16      - 5,108,942.816   732,281.867   MT  1.00026332   +2 09 57.6
 RH0056
 RH0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0056!SPC MI N     -   0.99997816  x   0.99990835  =   0.99988651
 RH0056!SPC MI C     -   0.99997816  x   1.00011527  =   1.00009342
 RH0056!UTM  17      -   0.99997816  x   1.00025893  =   1.00023708
 RH0056!UTM  16      -   0.99997816  x   1.00026332  =   1.00024147
 RH0056
 RH0056:                Primary Azimuth Mark                     Grid Az
 RH0056:SPC MI N     -  208                                      041 48 21.4
 RH0056:SPC MI C     -  208                                      043 42 55.4
 RH0056:UTM  17      -  208                                      046 08 12.3
 RH0056:UTM  16      -  208                                      041 48 42.9
 RH0056
 RH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6848708913(NAD 83)
 RH0056
 RH0056|---------------------------------------------------------------------|
 RH0056| PID    Reference Object                     Distance      Geod. Az  |
 RH0056|                                                           dddmmss.s |
 RH0056| RH0052 208                                 APPROX. 2.2 KM 0435840.5 |
 RH0056| RJ0986 ROUND ISLAND LH                     APPROX. 2.5 KM 3095107.6 |
 RH0056|---------------------------------------------------------------------|
 RH0056
 RH0056                          SUPERSEDED SURVEY CONTROL
 RH0056
 RH0056  NAD 83(1986)-  46 05 40.34931(N)    083 59 42.07241(W) AD(       ) 3
 RH0056  NAD 27      -  46 05 40.28600(N)    083 59 42.00900(W) AD(       ) 3
 RH0056  USSD        -  46 05 41.03000(N)    083 59 41.19000(W) AD(       ) 3
 RH0056
 RH0056.Superseded values are not recommended for survey control.
 RH0056
 RH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0056.See file dsdata.pdf to determine how the superseded data were derived.
 RH0056
 RH0056_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0056_STAMPING: 209
 RH0056_MARK LOGO: USLS
 RH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0056+STABILITY: SURFACE MOTION
 RH0056
 RH0056  HISTORY     - Date     Condition        Report By
 RH0056  HISTORY     - 1894     MONUMENTED       USLS
 RH0056  HISTORY     - 1958     GOOD             IBC
 RH0056
 RH0056                          STATION DESCRIPTION
 RH0056
 RH0056'DESCRIBED BY US LAKE SURVEY 1894
 RH0056'ON THE PROMINENT POINT AT THE NE CORNER OF LIME ISLAND, E OF RABER
 RH0056'BAY, AND 8 MILES NW OF DETOUR, MICHIGAN.  IT IS OPPOSITE THE LOWER
 RH0056'END OF LOVE ISLAND, 15 FEET IN FROM THE WATER, IN THE EDGE OF THE
 RH0056'TREE LINE, AND 2 FEET ABOVE THE WATER LEVEL.
 RH0056'
 RH0056'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RH0056'U S L S BRONZE DISK WITH A CROSS AND---209---STAMPED ON IT IS
 RH0056'SET IN A 6-INCH CONCRETE CYLINDER OVER THE STATION, PROJECTING 1
 RH0056'INCH ABOVE GROUND AND SURROUNDED BY A CAIRN.  THE OLD TRIPOD IS OVER
 RH0056'THE STATION.  LARGE PILE SMALL ROCKS ON SHORE.
 RH0056
 RH0056                          STATION RECOVERY (1958)
 RH0056
 RH0056'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0058 ***********************************************************************
 PL0058  DESIGNATION -  21
 PL0058  PID         -  PL0058
 PL0058  STATE/COUNTY-  MI/OGEMAW
 PL0058  COUNTRY     -  US
 PL0058  USGS QUAD   -  DAMON (2017)
 PL0058
 PL0058                         *CURRENT SURVEY CONTROL
 PL0058  ______________________________________________________________________
 PL0058* NAD 83(1986) POSITION- 44 28 40.     (N) 084 07 39.     (W)   SCALED
 PL0058* NAVD 88 ORTHO HEIGHT -   374.042 (meters)     1227.17  (feet) ADJUSTED
 PL0058  ______________________________________________________________________
 PL0058  GEOID HEIGHT    -        -34.957 (meters)                     GEOID18
 PL0058  DYNAMIC HEIGHT  -        373.985 (meters)     1226.98  (feet) COMP
 PL0058  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 PL0058
 PL0058  VERT ORDER      -  SECOND    CLASS 0
 PL0058
 PL0058.The horizontal coordinates were scaled from a map and have
 PL0058.an estimated accuracy of +/- 6 seconds.
 PL0058
 PL0058.The orthometric height was determined by differential leveling and
 PL0058.adjusted by the NATIONAL GEODETIC SURVEY
 PL0058.in June 1991.
 PL0058
 PL0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0058.GEOID18 height accuracy estimate available here.
 PL0058
 PL0058.Click photographs - Photos may exist for this station.
 PL0058
 PL0058.The dynamic height is computed by dividing the NAVD 88
 PL0058.geopotential number by the normal gravity value computed on the
 PL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0058.degrees latitude (g = 980.6199 gals.).
 PL0058
 PL0058.The modeled gravity was interpolated from observed gravity values.
 PL0058
 PL0058;                    North         East    Units  Estimated Accuracy
 PL0058;SPC MI C     -   129,050.    6,019,030.      MT  (+/- 180 meters Scaled)
 PL0058
 PL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ284289(NAD 83)
 PL0058
 PL0058                          SUPERSEDED SURVEY CONTROL
 PL0058
 PL0058  NGVD 29 (??/??/92)  374.173  (m)         1227.60   (f) ADJ UNCH    2 0
 PL0058
 PL0058.Superseded values are not recommended for survey control.
 PL0058
 PL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0058.See file dsdata.pdf to determine how the superseded data were derived.
 PL0058
 PL0058_MARKER: N = NAIL
 PL0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0058_SP_SET: PINE TREE
 PL0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0058
 PL0058  HISTORY     - Date     Condition        Report By
 PL0058  HISTORY     - UNK      MONUMENTED       MIDH
 PL0058  HISTORY     - 1934     GOOD             CGS
 PL0058
 PL0058                          STATION DESCRIPTION
 PL0058
 PL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0058'4.3 MI N FROM ROSE CITY.
 PL0058'4.3 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0058'ROSE CITY, OGEMAW COUNTY, 75 FEET EAST OF THE CENTERLINE OF THE
 PL0058'HIGHWAY, IN THE ROOT OF A 12-INCH PINE TREE, AND 4.0 FEET HIGHER
 PL0058'THAN THE HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD
 PL0058'NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0297 ***********************************************************************
 NF0297  DESIGNATION -  21
 NF0297  PID         -  NF0297
 NF0297  STATE/COUNTY-  MI/INGHAM
 NF0297  COUNTRY     -  US
 NF0297  USGS QUAD   -  LANSING SOUTH (2017)
 NF0297
 NF0297                         *CURRENT SURVEY CONTROL
 NF0297  ______________________________________________________________________
 NF0297* NAD 83(1986) POSITION- 42 43 09.     (N) 084 30 49.     (W)   SCALED
 NF0297* NAVD 88 ORTHO HEIGHT -   258.58  (+/-2cm)      848.4   (feet) VERTCON3
 NF0297  ______________________________________________________________________
 NF0297  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 NF0297  VERT ORDER      -  ? (See Below)
 NF0297
 NF0297.The horizontal coordinates were scaled from a map and have
 NF0297.an estimated accuracy of +/- 6 seconds.
 NF0297
 NF0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0297
 NF0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0297.GEOID18 height accuracy estimate available here.
 NF0297
 NF0297.The vertical order pertains to the NGVD 29 superseded value.
 NF0297
 NF0297.Click photographs - Photos may exist for this station.
 NF0297
 NF0297;                    North         East    Units  Estimated Accuracy
 NF0297;SPC MI S     -   135,430.    3,987,970.      MT  (+/- 180 meters Scaled)
 NF0297
 NF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN035326(NAD 83)
 NF0297
 NF0297                          SUPERSEDED SURVEY CONTROL
 NF0297
 NF0297  NGVD 29 (??/??/92)  258.708  (m)          848.78   (f) ADJ UNCH       
 NF0297
 NF0297.Superseded values are not recommended for survey control.
 NF0297
 NF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0297.See file dsdata.pdf to determine how the superseded data were derived.
 NF0297
 NF0297_MARKER: B = BOLT
 NF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0297+STABILITY: SURFACE MOTION
 NF0297
 NF0297  HISTORY     - Date     Condition        Report By
 NF0297  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0297  HISTORY     - 1932     GOOD             MISCOL
 NF0297
 NF0297                          STATION DESCRIPTION
 NF0297
 NF0297'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0297'AT EAST LANSING.
 NF0297'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0297'CAMPUS, IN ELM ROW, 15 FEET SOUTHWEST OF A STONE WALK, AND 7
 NF0297'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE M.U.T. CO. TRACK.
 NF0297'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6803 ***********************************************************************
 AA6803  DESIGNATION -  21 224
 AA6803  PID         -  AA6803
 AA6803  STATE/COUNTY-  MI/WAYNE
 AA6803  COUNTRY     -  US
 AA6803  USGS QUAD   -  CARLETON (2017)
 AA6803
 AA6803                         *CURRENT SURVEY CONTROL
 AA6803  ______________________________________________________________________
 AA6803* NAD 83(2011) POSITION- 42 06 55.72941(N) 083 29 58.27892(W)   ADJUSTED
 AA6803* NAD 83(2011) ELLIP HT-   166.785 (meters)        (06/27/12)   ADJUSTED
 AA6803* NAD 83(2011) EPOCH   -  2010.00
 AA6803* NAVD 88 ORTHO HEIGHT -   201.5   (meters)      661.    (feet) GPS OBS
 AA6803  ______________________________________________________________________
 AA6803  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6803  GEOID HEIGHT    -         -34.55 (meters)                     GEOID93
 AA6803  GEOID HEIGHT    -        -34.683 (meters)                     GEOID18
 AA6803  NAD 83(2011) X  -    536,456.132 (meters)                     COMP
 AA6803  NAD 83(2011) Y  - -4,708,065.774 (meters)                     COMP
 AA6803  NAD 83(2011) Z  -  4,255,239.287 (meters)                     COMP
 AA6803  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 AA6803
 AA6803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6803  Standards:
 AA6803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6803  -------------------------------------------------------------------
 AA6803  NETWORK    0.78   0.86           0.36   0.26   0.44      0.09632267
 AA6803  -------------------------------------------------------------------
 AA6803  Click here for local accuracies and other accuracy information.
 AA6803
 AA6803.The horizontal coordinates were established by GPS observations
 AA6803.and adjusted by the National Geodetic Survey in June 2012.
 AA6803
 AA6803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6803.been affixed to the stable North American tectonic plate. See 
 AA6803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6803
 AA6803.The horizontal coordinates are valid at the epoch date displayed above
 AA6803.which is a decimal equivalence of Year/Month/Day.
 AA6803
 AA6803.The orthometric height was determined by GPS observations and a
 AA6803.high-resolution geoid model.
 AA6803
 AA6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6803.GEOID18 height accuracy estimate available here.
 AA6803
 AA6803.Click photographs - Photos may exist for this station.
 AA6803
 AA6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6803
 AA6803.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6803
 AA6803.The ellipsoidal height was determined by GPS observations
 AA6803.and is referenced to NAD 83.
 AA6803
 AA6803. The following values were computed from the NAD 83(2011) position.
 AA6803
 AA6803;                    North         East     Units Scale Factor Converg.
 AA6803;SPC MI S     -    68,736.360 4,071,712.031   MT  0.99999637   +0 35 24.4
 AA6803;SPC MI S     -   225,512.99 13,358,635.27   iFT  0.99999637   +0 35 24.4
 AA6803;UTM  17      - 4,665,621.705   293,363.532   MT  1.00012542   -1 40 36.6
 AA6803
 AA6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6803!SPC MI S     -   0.99997384  x   0.99999637  =   0.99997021
 AA6803!UTM  17      -   0.99997384  x   1.00012542  =   1.00009926
 AA6803
 AA6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9336365621(NAD 83)
 AA6803
 AA6803                          SUPERSEDED SURVEY CONTROL
 AA6803
 AA6803  NAD 83(2007)-  42 06 55.73016(N)    083 29 58.27953(W) AD(2002.00) 0
 AA6803  ELLIP H (02/10/07)  166.783  (m)                       GP(2002.00)    
 AA6803  ELLIP H (07/12/02)  166.843  (m)                       GP(       ) 4 1
 AA6803  NAD 83(1994)-  42 06 55.72961(N)    083 29 58.27912(W) AD(       ) 1
 AA6803  ELLIP H (02/03/97)  166.876  (m)                       GP(       ) 4 1
 AA6803  NAD 83(1986)-  42 06 55.73718(N)    083 29 58.30742(W) AD(       ) 1
 AA6803
 AA6803.Superseded values are not recommended for survey control.
 AA6803
 AA6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6803.See file dsdata.pdf to determine how the superseded data were derived.
 AA6803
 AA6803_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6803_STAMPING: 21-224 1960
 AA6803_MARK LOGO: MI-163
 AA6803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6803+STABILITY: SURFACE MOTION
 AA6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6803+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2008
 AA6803
 AA6803  HISTORY     - Date     Condition        Report By
 AA6803  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6803  HISTORY     - 20041216 GOOD             INDIV
 AA6803  HISTORY     - 20051216 GOOD             INDIV
 AA6803  HISTORY     - 20061106 GOOD             INDIV
 AA6803  HISTORY     - 20080118 GOOD             INDIV
 AA6803
 AA6803                          STATION DESCRIPTION
 AA6803
 AA6803'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6803'STATION IS LOCATED APPROXIMATELY 6.5 MILESSOUTH OF BELLEVILLE,
 AA6803'MICHIGAN ON WILLOW ROAD AT ELWELL ROAD. TO REACH FROM THE INTERSECTION
 AA6803'OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT 8), PROCEED WEST ON
 AA6803'WILL CARLETON ROAD FOR 4.2  MILESTO ELWELL ROAD, THENCE GO NORTH ON
 AA6803'ELWELL FOR 2.0 MILESTO WILLOW ROAD AND THE STATION IN THE NORTHWEST
 AA6803'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6803'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF WILLOW IS S
 AA6803'0 E, 32.0 FEET, CENTERLINE OF ELWELL IS N 90 E, 46.0 FEET,  A SECTION
 AA6803'CORNER MONUMENT BOX IS SOUTHEAST 54.7 FEET.
 AA6803
 AA6803                          STATION RECOVERY (2004)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6803'RECOVERED AS DESCRIBED
 AA6803
 AA6803                          STATION RECOVERY (2005)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6803'RECOVERED IN GOOD CONDITION.
 AA6803
 AA6803                          STATION RECOVERY (2006)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6803'RECOVERED IN GOOD CONDITION.
 AA6803
 AA6803                          STATION RECOVERY (2008)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6828 ***********************************************************************
 AA6828  DESIGNATION -  21 252A
 AA6828  PID         -  AA6828
 AA6828  STATE/COUNTY-  MI/WAYNE
 AA6828  COUNTRY     -  US
 AA6828  USGS QUAD   -  DETROIT (2017)
 AA6828
 AA6828                         *CURRENT SURVEY CONTROL
 AA6828  ______________________________________________________________________
 AA6828* NAD 83(2011) POSITION- 42 21 30.32084(N) 083 06 20.06624(W)   ADJUSTED
 AA6828* NAD 83(2011) ELLIP HT-   155.663 (meters)        (06/27/12)   ADJUSTED
 AA6828* NAD 83(2011) EPOCH   -  2010.00
 AA6828* NAVD 88 ORTHO HEIGHT -   190.0   (meters)      623.    (feet) GPS OBS
 AA6828  ______________________________________________________________________
 AA6828  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6828  GEOID HEIGHT    -         -34.38 (meters)                     GEOID93
 AA6828  GEOID HEIGHT    -        -34.462 (meters)                     GEOID18
 AA6828  NAD 83(2011) X  -    566,635.869 (meters)                     COMP
 AA6828  NAD 83(2011) Y  - -4,686,248.961 (meters)                     COMP
 AA6828  NAD 83(2011) Z  -  4,275,211.583 (meters)                     COMP
 AA6828  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AA6828
 AA6828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6828  Standards:
 AA6828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6828  -------------------------------------------------------------------
 AA6828  NETWORK    0.71   0.80           0.33   0.23   0.41      0.01577961
 AA6828  -------------------------------------------------------------------
 AA6828  Click here for local accuracies and other accuracy information.
 AA6828
 AA6828.The horizontal coordinates were established by GPS observations
 AA6828.and adjusted by the National Geodetic Survey in June 2012.
 AA6828
 AA6828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6828.been affixed to the stable North American tectonic plate. See 
 AA6828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6828
 AA6828.The horizontal coordinates are valid at the epoch date displayed above
 AA6828.which is a decimal equivalence of Year/Month/Day.
 AA6828
 AA6828.The orthometric height was determined by GPS observations and a
 AA6828.high-resolution geoid model.
 AA6828
 AA6828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6828.GEOID18 height accuracy estimate available here.
 AA6828
 AA6828.Click photographs - Photos may exist for this station.
 AA6828
 AA6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6828
 AA6828.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6828
 AA6828.The ellipsoidal height was determined by GPS observations
 AA6828.and is referenced to NAD 83.
 AA6828
 AA6828. The following values were computed from the NAD 83(2011) position.
 AA6828
 AA6828;                    North         East     Units Scale Factor Converg.
 AA6828;SPC MI S     -    96,129.810 4,103,884.913   MT  0.99994884   +0 51 29.6
 AA6828;SPC MI S     -   315,386.52 13,464,189.35   iFT  0.99994884   +0 51 29.6
 AA6828;UTM  17      - 4,691,719.944   326,599.698   MT  0.99996996   -1 25 08.5
 AA6828
 AA6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6828!SPC MI S     -   0.99997559  x   0.99994884  =   0.99992443
 AA6828!UTM  17      -   0.99997559  x   0.99996996  =   0.99994555
 AA6828
 AA6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2659991719(NAD 83)
 AA6828
 AA6828                          SUPERSEDED SURVEY CONTROL
 AA6828
 AA6828  NAD 83(2007)-  42 21 30.32103(N)    083 06 20.06697(W) AD(2002.00) 0
 AA6828  ELLIP H (02/10/07)  155.653  (m)                       GP(2002.00)    
 AA6828  ELLIP H (07/12/02)  155.690  (m)                       GP(       ) 4 1
 AA6828  NAD 83(1994)-  42 21 30.32116(N)    083 06 20.06667(W) AD(       ) 1
 AA6828  ELLIP H (02/03/97)  155.726  (m)                       GP(       ) 4 1
 AA6828  NAD 83(1986)-  42 21 30.32580(N)    083 06 20.09735(W) AD(       ) 1
 AA6828
 AA6828.Superseded values are not recommended for survey control.
 AA6828
 AA6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6828.See file dsdata.pdf to determine how the superseded data were derived.
 AA6828
 AA6828_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6828_STAMPING: 21-252A 1960
 AA6828_MARK LOGO: MI-163
 AA6828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6828+STABILITY: SURFACE MOTION
 AA6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6828+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6828
 AA6828  HISTORY     - Date     Condition        Report By
 AA6828  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6828
 AA6828                          STATION DESCRIPTION
 AA6828
 AA6828'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6828'STATION IS LOCATED ABOUT 4 MILESNORTHWEST OF DOWNTOWN DETROIT ON GRAND
 AA6828'BOULEVARD AT WILDEMERE STREET. TO REACH FROM US-10 (LODGE FREEWAY) AND
 AA6828'GRAND BOULEVARD PROCEED SOUTHWESTERLY 1.3 MILESON GRAND BOULEVARD TO
 AA6828'WILDEMERE STREET AND THE STATION AT THE NORTHEAST QUADRANT. THE
 AA6828'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6828'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH
 AA6828'WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6828'INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF GRAND BOULEVARD IS S 0
 AA6828'W, 27.4 FEET,  CENTERLINE OF WILDEMERE STREET IS N 90 W, 16.2 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0403 ***********************************************************************
 OK0403  DESIGNATION -  21 A
 OK0403  PID         -  OK0403
 OK0403  STATE/COUNTY-  MI/KENT
 OK0403  COUNTRY     -  US
 OK0403  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0403
 OK0403                         *CURRENT SURVEY CONTROL
 OK0403  ______________________________________________________________________
 OK0403* NAD 83(1986) POSITION- 43 01 46.     (N) 085 42 13.     (W)   SCALED
 OK0403* NAVD 88 ORTHO HEIGHT -   247.501 (meters)      812.01  (feet) ADJUSTED
 OK0403  ______________________________________________________________________
 OK0403  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 OK0403  DYNAMIC HEIGHT  -        247.439 (meters)      811.81  (feet) COMP
 OK0403  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 OK0403
 OK0403  VERT ORDER      -  SECOND    CLASS 0
 OK0403
 OK0403.The horizontal coordinates were scaled from a map and have
 OK0403.an estimated accuracy of +/- 6 seconds.
 OK0403
 OK0403.The orthometric height was determined by differential leveling and
 OK0403.adjusted by the NATIONAL GEODETIC SURVEY
 OK0403.in June 1991.
 OK0403
 OK0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0403.GEOID18 height accuracy estimate available here.
 OK0403
 OK0403.Click photographs - Photos may exist for this station.
 OK0403
 OK0403.The dynamic height is computed by dividing the NAVD 88
 OK0403.geopotential number by the normal gravity value computed on the
 OK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0403.degrees latitude (g = 980.6199 gals.).
 OK0403
 OK0403.The modeled gravity was interpolated from observed gravity values.
 OK0403
 OK0403;                    North         East    Units  Estimated Accuracy
 OK0403;SPC MI S     -   170,750.    3,891,050.      MT  (+/- 180 meters Scaled)
 OK0403
 OK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN056648(NAD 83)
 OK0403
 OK0403                          SUPERSEDED SURVEY CONTROL
 OK0403
 OK0403  NGVD 29 (??/??/92)  247.637  (m)          812.46   (f) ADJ UNCH    2 0
 OK0403
 OK0403.Superseded values are not recommended for survey control.
 OK0403
 OK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0403.See file dsdata.pdf to determine how the superseded data were derived.
 OK0403
 OK0403_MARKER: DD = SURVEY DISK
 OK0403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0403_STAMPING: 21 A 1933
 OK0403_MARK LOGO: CGS+SS
 OK0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0403
 OK0403  HISTORY     - Date     Condition        Report By
 OK0403  HISTORY     - 1933     MONUMENTED       MIGS
 OK0403  HISTORY     - 1941     GOOD             CGS
 OK0403  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0403  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0403  HISTORY     - 20030917 MARK NOT FOUND   INDIV
 OK0403
 OK0403                          STATION DESCRIPTION
 OK0403
 OK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0403'2.6 MI W FROM COMSTOCK PARK.
 OK0403'2.6 MILES WEST ALONG THE WALKER ROAD FROM MARNE FROM THE
 OK0403'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0403'142 FEET NORTH OF CONSUMERS POWER COMPANY STEEL TOWER 321, 85
 OK0403'FEET NORTHEAST OF A 24-INCH APPLE TREE, 77 FEET EAST OF ANOTHER
 OK0403'24-INCH APPLE TREE, AND 2 FEET WEST OF THE EAST HIGHWAY FENCE,
 OK0403'20 FEET EAST OF CENTERLINE OF THE ROAD AND ABOUT 0.2 MILE NORTH
 OK0403'OF SW COR. SEC. 35 ALPINE TOWNSHIP.  A STATE SURVEY STANDARD
 OK0403'DISK, STAMPED 21 A 1933 AND SET IN THE TOP OF A CONCRETE POST
 OK0403'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0403
 OK0403                          STATION RECOVERY (1967)
 OK0403
 OK0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0403'MARK NOT FOUND.
 OK0403
 OK0403                          STATION RECOVERY (1984)
 OK0403
 OK0403'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0403'MARK NOT FOUND.
 OK0403
 OK0403                          STATION RECOVERY (2003)
 OK0403
 OK0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0403'ALL REFERENCES TO MARK ARE GONE. LOCATION OF MARK WOULD BE IN ROAD
 OK0403'DITCH MORE OR LESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0820 ***********************************************************************
 NF0820  DESIGNATION -  21 A 1
 NF0820  PID         -  NF0820
 NF0820  STATE/COUNTY-  MI/KENT
 NF0820  COUNTRY     -  US
 NF0820  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0820
 NF0820                         *CURRENT SURVEY CONTROL
 NF0820  ______________________________________________________________________
 NF0820* NAD 83(1986) POSITION- 42 59 44.     (N) 085 43 39.     (W)   SCALED
 NF0820* NAVD 88 ORTHO HEIGHT -   235.575 (meters)      772.88  (feet) ADJUSTED
 NF0820  ______________________________________________________________________
 NF0820  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 NF0820  DYNAMIC HEIGHT  -        235.517 (meters)      772.69  (feet) COMP
 NF0820  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 NF0820
 NF0820  VERT ORDER      -  SECOND    CLASS 0
 NF0820
 NF0820.The horizontal coordinates were scaled from a map and have
 NF0820.an estimated accuracy of +/- 6 seconds.
 NF0820
 NF0820.The orthometric height was determined by differential leveling and
 NF0820.adjusted by the NATIONAL GEODETIC SURVEY
 NF0820.in June 1991.
 NF0820
 NF0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0820.GEOID18 height accuracy estimate available here.
 NF0820
 NF0820.Click photographs - Photos may exist for this station.
 NF0820
 NF0820.The dynamic height is computed by dividing the NAVD 88
 NF0820.geopotential number by the normal gravity value computed on the
 NF0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0820.degrees latitude (g = 980.6199 gals.).
 NF0820
 NF0820.The modeled gravity was interpolated from observed gravity values.
 NF0820
 NF0820;                    North         East    Units  Estimated Accuracy
 NF0820;SPC MI S     -   167,020.    3,889,040.      MT  (+/- 180 meters Scaled)
 NF0820
 NF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN037611(NAD 83)
 NF0820
 NF0820                          SUPERSEDED SURVEY CONTROL
 NF0820
 NF0820  NGVD 29 (??/??/92)  235.712  (m)          773.33   (f) ADJ UNCH    2 0
 NF0820
 NF0820.Superseded values are not recommended for survey control.
 NF0820
 NF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0820.See file dsdata.pdf to determine how the superseded data were derived.
 NF0820
 NF0820_MARKER: DD = SURVEY DISK
 NF0820_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0820_STAMPING: 21 A 1
 NF0820_MARK LOGO: CGS+SS
 NF0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0820
 NF0820  HISTORY     - Date     Condition        Report By
 NF0820  HISTORY     - 1934     MONUMENTED       MIGS
 NF0820  HISTORY     - 1941     GOOD             CGS
 NF0820  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0820
 NF0820                          STATION DESCRIPTION
 NF0820
 NF0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0820'4.5 MI SW FROM COMSTOCK PARK.
 NF0820'4.5 MILES SOUTHWEST ALONG A ROAD FROM COMSTOCK PARK, KENT
 NF0820'COUNTY, 2 MILES WEST OF THE CROSSING OF THE GRAND TRUNK RAILWAY
 NF0820'AND THE NORTH CITY LIMITS OF GRAND RAPIDS, IN WALKER TOWNSHIP,
 NF0820'IN THE N.E. 1/4 OF N.E. 1/4, SEC. 16, T. 7 N., R. 12 W., IN
 NF0820'THE YARD OF A.G. MOORLAND, 113 FEET NORTHEAST OF THE CENTERLINE
 NF0820'OF A DIAGONAL ROAD, 87 FEET NORTHEAST OF A 14-INCH MAPLE TREE,
 NF0820'29 FEET EAST OF A 36-INCH OAK TREE, AND 12 FEET NORTH OF THE
 NF0820'NORTHWEST CORNER OF THE RESIDENCE.  A STATE SURVEY STANDARD
 NF0820'DISK, STAMPED 21 A 1 AND SET IN THE TOP OF A CONCRETE POST
 NF0820'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0820
 NF0820                          STATION RECOVERY (1999)
 NF0820
 NF0820'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0820'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0819 ***********************************************************************
 NF0819  DESIGNATION -  21 B 1
 NF0819  PID         -  NF0819
 NF0819  STATE/COUNTY-  MI/KENT
 NF0819  COUNTRY     -  US
 NF0819  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0819
 NF0819                         *CURRENT SURVEY CONTROL
 NF0819  ______________________________________________________________________
 NF0819* NAD 83(1986) POSITION- 42 59 11.     (N) 085 44 44.     (W)   SCALED
 NF0819* NAVD 88 ORTHO HEIGHT -   224.319 (meters)      735.95  (feet) ADJUSTED
 NF0819  ______________________________________________________________________
 NF0819  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 NF0819  DYNAMIC HEIGHT  -        224.263 (meters)      735.77  (feet) COMP
 NF0819  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 NF0819
 NF0819  VERT ORDER      -  SECOND    CLASS 0
 NF0819
 NF0819.The horizontal coordinates were scaled from a map and have
 NF0819.an estimated accuracy of +/- 6 seconds.
 NF0819
 NF0819.The orthometric height was determined by differential leveling and
 NF0819.adjusted by the NATIONAL GEODETIC SURVEY
 NF0819.in June 1991.
 NF0819
 NF0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0819.GEOID18 height accuracy estimate available here.
 NF0819
 NF0819.Click photographs - Photos may exist for this station.
 NF0819
 NF0819.The dynamic height is computed by dividing the NAVD 88
 NF0819.geopotential number by the normal gravity value computed on the
 NF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0819.degrees latitude (g = 980.6199 gals.).
 NF0819
 NF0819.The modeled gravity was interpolated from observed gravity values.
 NF0819
 NF0819;                    North         East    Units  Estimated Accuracy
 NF0819;SPC MI S     -   166,030.    3,887,560.      MT  (+/- 180 meters Scaled)
 NF0819
 NF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN022600(NAD 83)
 NF0819
 NF0819                          SUPERSEDED SURVEY CONTROL
 NF0819
 NF0819  NGVD 29 (??/??/92)  224.457  (m)          736.41   (f) ADJ UNCH    2 0
 NF0819
 NF0819.Superseded values are not recommended for survey control.
 NF0819
 NF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0819.See file dsdata.pdf to determine how the superseded data were derived.
 NF0819
 NF0819_MARKER: DD = SURVEY DISK
 NF0819_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0819_STAMPING: 21 B 1
 NF0819_MARK LOGO: CGS+SS
 NF0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0819
 NF0819  HISTORY     - Date     Condition        Report By
 NF0819  HISTORY     - 1934     MONUMENTED       MIGS
 NF0819  HISTORY     - 1941     GOOD             CGS
 NF0819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NF0819  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0819
 NF0819                          STATION DESCRIPTION
 NF0819
 NF0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0819'2 MI W FROM GRAND RAPIDS.
 NF0819'2 MILES WEST ALONG A ROAD FROM GRAND RAPIDS, KENT COUNTY, IN
 NF0819'WALKER TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4, SEC. 20, T. 7 N.,
 NF0819'R. 12 W., ABOUT 345 FEET SOUTH OF LEONARD STREET, 175 FEET
 NF0819'WEST OF KUSTERER AVE., IN THE BARNYARD OF A. KRAGT, 68.4 FEET
 NF0819'NORTH OF A GARAGE, 38.3 FEET NORTHWEST OF ANOTHER GARAGE, AND
 NF0819'15. FEET WEST OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0819'21 B 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NF0819'3 INCHES ABOVE GROUND.  NOTE-- BARN AND BARNYARD ARE GONE AND
 NF0819'ALSO GARAGE 68.4 FT NORTH.  PROPERTY OWNED BY MR. SAVAGE NOW.
 NF0819
 NF0819                          STATION RECOVERY (1990)
 NF0819
 NF0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWW)
 NF0819'MARK NOT FOUND.
 NF0819
 NF0819                          STATION RECOVERY (1999)
 NF0819
 NF0819'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0819'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0818 ***********************************************************************
 NF0818  DESIGNATION -  21 C 1
 NF0818  PID         -  NF0818
 NF0818  STATE/COUNTY-  MI/KENT
 NF0818  COUNTRY     -  US
 NF0818  USGS QUAD   -  GRANDVILLE (2017)
 NF0818
 NF0818                         *CURRENT SURVEY CONTROL
 NF0818  ______________________________________________________________________
 NF0818* NAD 83(1986) POSITION- 42 58 23.     (N) 085 45 41.     (W)   SCALED
 NF0818* NAVD 88 ORTHO HEIGHT -   225.163 (meters)      738.72  (feet) ADJUSTED
 NF0818  ______________________________________________________________________
 NF0818  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 NF0818  DYNAMIC HEIGHT  -        225.107 (meters)      738.54  (feet) COMP
 NF0818  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 NF0818
 NF0818  VERT ORDER      -  SECOND    CLASS 0
 NF0818
 NF0818.The horizontal coordinates were scaled from a map and have
 NF0818.an estimated accuracy of +/- 6 seconds.
 NF0818
 NF0818.The orthometric height was determined by differential leveling and
 NF0818.adjusted by the NATIONAL GEODETIC SURVEY
 NF0818.in June 1991.
 NF0818
 NF0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0818.GEOID18 height accuracy estimate available here.
 NF0818
 NF0818.Click photographs - Photos may exist for this station.
 NF0818
 NF0818.The dynamic height is computed by dividing the NAVD 88
 NF0818.geopotential number by the normal gravity value computed on the
 NF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0818.degrees latitude (g = 980.6199 gals.).
 NF0818
 NF0818.The modeled gravity was interpolated from observed gravity values.
 NF0818
 NF0818;                    North         East    Units  Estimated Accuracy
 NF0818;SPC MI S     -   164,570.    3,886,240.      MT  (+/- 180 meters Scaled)
 NF0818
 NF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN010585(NAD 83)
 NF0818
 NF0818                          SUPERSEDED SURVEY CONTROL
 NF0818
 NF0818  NGVD 29 (??/??/92)  225.301  (m)          739.18   (f) ADJ UNCH    2 0
 NF0818
 NF0818.Superseded values are not recommended for survey control.
 NF0818
 NF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0818.See file dsdata.pdf to determine how the superseded data were derived.
 NF0818
 NF0818_MARKER: DD = SURVEY DISK
 NF0818_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0818_STAMPING: 21 C 1
 NF0818_MARK LOGO: CGS+SS
 NF0818_PROJECTION: RECESSED 30 CENTIMETERS
 NF0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0818
 NF0818  HISTORY     - Date     Condition        Report By
 NF0818  HISTORY     - 1934     MONUMENTED       MIGS
 NF0818  HISTORY     - 1941     MARK NOT FOUND   CGS
 NF0818  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0818
 NF0818                          STATION DESCRIPTION
 NF0818
 NF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0818'2.2 MI W FROM GRAND RAPIDS.
 NF0818'2.2 MILES WEST ALONG STATE HIGHWAY 50 FROM GRAND RAPIDS, KENT
 NF0818'COUNTY, IN WALKER TOWNSHIP, IN THE S.W. 1/4, SEC. 20, T. 7 N.
 NF0818'R., R. 12 W., 171.5 FEET WEST OF THE CONSUMERS POWER CO. TOWER
 NF0818'4724, ABOUT 150 FEET WEST OF THE CONSUMERS POWER CO. RIGHT
 NF0818'OF WAY, 24.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 66.2
 NF0818'FEET NORTHWEST OF A POLE, AND 25.5 FEET SOUTHEAST OF ANOTHER
 NF0818'POLE.  A STATE SURVEY STANDARD DISK, STAMPED 21 C 1 AND SET IN
 NF0818'THE TOP OF A CONCRETE POST BURIED ABOUT 1 FOOT BELOW GROUND.
 NF0818'NOTE-- IF MARK IS HERE YET IT MUST BE UNDER ROAD SHOULDER.
 NF0818'THIS ROAD HAS A 40 FT CONCRETE PAVEMENT WITH 6 FT EARTH SHOULDERS.
 NF0818'24.7 FT NORTH OF ROAD CENTERLINE WOULD BE 4.7 FT OFF EDGE OF
 NF0818'PAVEMENT.
 NF0818
 NF0818                          STATION RECOVERY (1999)
 NF0818
 NF0818'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0818'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0406 ***********************************************************************
 OK0406  DESIGNATION -  21 D
 OK0406  PID         -  OK0406
 OK0406  STATE/COUNTY-  MI/KENT
 OK0406  COUNTRY     -  US
 OK0406  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0406
 OK0406                         *CURRENT SURVEY CONTROL
 OK0406  ______________________________________________________________________
 OK0406* NAD 83(1986) POSITION- 43 01 47.     (N) 085 43 28.     (W)   SCALED
 OK0406* NAVD 88 ORTHO HEIGHT -   234.486 (meters)      769.31  (feet) ADJUSTED
 OK0406  ______________________________________________________________________
 OK0406  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 OK0406  DYNAMIC HEIGHT  -        234.428 (meters)      769.12  (feet) COMP
 OK0406  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OK0406
 OK0406  VERT ORDER      -  SECOND    CLASS 0
 OK0406
 OK0406.The horizontal coordinates were scaled from a map and have
 OK0406.an estimated accuracy of +/- 6 seconds.
 OK0406
 OK0406.The orthometric height was determined by differential leveling and
 OK0406.adjusted by the NATIONAL GEODETIC SURVEY
 OK0406.in June 1991.
 OK0406
 OK0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0406.GEOID18 height accuracy estimate available here.
 OK0406
 OK0406.Click photographs - Photos may exist for this station.
 OK0406
 OK0406.The dynamic height is computed by dividing the NAVD 88
 OK0406.geopotential number by the normal gravity value computed on the
 OK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0406.degrees latitude (g = 980.6199 gals.).
 OK0406
 OK0406.The modeled gravity was interpolated from observed gravity values.
 OK0406
 OK0406;                    North         East    Units  Estimated Accuracy
 OK0406;SPC MI S     -   170,810.    3,889,350.      MT  (+/- 180 meters Scaled)
 OK0406
 OK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN039649(NAD 83)
 OK0406
 OK0406                          SUPERSEDED SURVEY CONTROL
 OK0406
 OK0406  NGVD 29 (??/??/92)  234.623  (m)          769.76   (f) ADJ UNCH    2 0
 OK0406
 OK0406.Superseded values are not recommended for survey control.
 OK0406
 OK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0406.See file dsdata.pdf to determine how the superseded data were derived.
 OK0406
 OK0406_MARKER: DD = SURVEY DISK
 OK0406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0406_STAMPING: 21 D 1933
 OK0406_MARK LOGO: CGS+SS
 OK0406_PROJECTION: FLUSH
 OK0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0406
 OK0406  HISTORY     - Date     Condition        Report By
 OK0406  HISTORY     - 1933     MONUMENTED       MIGS
 OK0406  HISTORY     - 1941     GOOD             CGS
 OK0406  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0406  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0406  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0406
 OK0406                          STATION DESCRIPTION
 OK0406
 OK0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0406'3.1 MI W FROM COMSTOCK PARK.
 OK0406'3.10 MILES WEST ALONG THE WALKER ROAD TO MARNE FROM A POINT
 OK0406'IN COMSTOCK PARK, KENT COUNTY, WHERE THE PENNSYLVANIA RAILROAD
 OK0406'STATION USED TO STAND, 0.30 MILE WEST OF THE S QUARTER OF
 OK0406'SECTION 34, T. 8 N., R. 12 W., ALPINE TOWNSHIP, 144.4 FEET
 OK0406'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE OWNED BY WM. KOSTER
 OK0406'(MEAS. FROM HOUSE FOUNDATION), 20 FEET SOUTH OF CENTERLINE OF
 OK0406'THE ROAD, 12 FEET NORTHWEST OF 36 INCH MAPLE TREE AND LOCATED
 OK0406'BETWEEN THE LAST TWO TREES AT WEST END OF ROW.  A STATE SURVEY
 OK0406'STANDARD DISK, STAMPED 21 D 1933 AND SET IN THE TOP OF A CONCRETE
 OK0406'POST FLUSH WITH THE GROUND.
 OK0406
 OK0406                          STATION RECOVERY (1967)
 OK0406
 OK0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0406'MARK NOT FOUND.
 OK0406
 OK0406                          STATION RECOVERY (1984)
 OK0406
 OK0406'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0406'MARK NOT FOUND.
 OK0406
 OK0406                          STATION RECOVERY (1999)
 OK0406
 OK0406'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0817 ***********************************************************************
 NF0817  DESIGNATION -  21 D 1
 NF0817  PID         -  NF0817
 NF0817  STATE/COUNTY-  MI/OTTAWA
 NF0817  COUNTRY     -  US
 NF0817  USGS QUAD   -  GRANDVILLE (2017)
 NF0817
 NF0817                         *CURRENT SURVEY CONTROL
 NF0817  ______________________________________________________________________
 NF0817* NAD 83(1986) POSITION- 42 58 20.     (N) 085 47 25.     (W)   SCALED
 NF0817* NAVD 88 ORTHO HEIGHT -   227.038 (meters)      744.87  (feet) ADJUSTED
 NF0817  ______________________________________________________________________
 NF0817  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 NF0817  DYNAMIC HEIGHT  -        226.981 (meters)      744.69  (feet) COMP
 NF0817  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 NF0817
 NF0817  VERT ORDER      -  SECOND    CLASS 0
 NF0817
 NF0817.The horizontal coordinates were scaled from a map and have
 NF0817.an estimated accuracy of +/- 6 seconds.
 NF0817
 NF0817.The orthometric height was determined by differential leveling and
 NF0817.adjusted by the NATIONAL GEODETIC SURVEY
 NF0817.in June 1991.
 NF0817
 NF0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0817.GEOID18 height accuracy estimate available here.
 NF0817
 NF0817.Click photographs - Photos may exist for this station.
 NF0817
 NF0817.The dynamic height is computed by dividing the NAVD 88
 NF0817.geopotential number by the normal gravity value computed on the
 NF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0817.degrees latitude (g = 980.6199 gals.).
 NF0817
 NF0817.The modeled gravity was interpolated from observed gravity values.
 NF0817
 NF0817;                    North         East    Units  Estimated Accuracy
 NF0817;SPC MI S     -   164,510.    3,883,880.      MT  (+/- 180 meters Scaled)
 NF0817
 NF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN986584(NAD 83)
 NF0817
 NF0817                          SUPERSEDED SURVEY CONTROL
 NF0817
 NF0817  NGVD 29 (??/??/92)  227.175  (m)          745.32   (f) ADJ UNCH    2 0
 NF0817
 NF0817.Superseded values are not recommended for survey control.
 NF0817
 NF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0817.See file dsdata.pdf to determine how the superseded data were derived.
 NF0817
 NF0817_MARKER: DD = SURVEY DISK
 NF0817_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0817_STAMPING: 21 D 1
 NF0817_MARK LOGO: CGS+SS
 NF0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0817
 NF0817  HISTORY     - Date     Condition        Report By
 NF0817  HISTORY     - 1934     MONUMENTED       MIGS
 NF0817  HISTORY     - 1954     GOOD             CGS
 NF0817  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0817  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0817
 NF0817                          STATION DESCRIPTION
 NF0817
 NF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NF0817'3.8 MI W FROM GRAND RAPIDS.
 NF0817'IN OTTAWA COUNTY, 3.8 MILES WEST ALONG STATE HIGHWAY 50 FROM
 NF0817'GRAND RAPIDS, KENT COUNTY, 5 MILES NORTHWEST ALONG A ROAD FROM
 NF0817'GRANDVILLE, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE N.E.
 NF0817'1/4, SEC. 25, T. 7 N., R. 13 W., ABOUT 390 FEET WEST OF THE
 NF0817'GRAVEL ROAD ALONG THE WEST SIDE OF THE ROSEDALE MEMORIAL CEMETERY,
 NF0817'57.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 143 FEET SOUTH
 NF0817'OF A 24-INCH HICKORY TREE, AND 93 FEET SOUTH OF A 24-INCH
 NF0817'MAPLE TREE.  A STATE SURVEY STANDARD DISK, STAMPED 21 D 1 AND
 NF0817'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 NF0817'ABOVE GROUND.
 NF0817
 NF0817                          STATION RECOVERY (1984)
 NF0817
 NF0817'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0817'MARK NOT FOUND.
 NF0817
 NF0817                          STATION RECOVERY (2005)
 NF0817
 NF0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0817'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0407 ***********************************************************************
 OK0407  DESIGNATION -  21 E
 OK0407  PID         -  OK0407
 OK0407  STATE/COUNTY-  MI/KENT
 OK0407  COUNTRY     -  US
 OK0407  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0407
 OK0407                         *CURRENT SURVEY CONTROL
 OK0407  ______________________________________________________________________
 OK0407* NAD 83(1986) POSITION- 43 01 48.     (N) 085 43 47.     (W)   SCALED
 OK0407* NAVD 88 ORTHO HEIGHT -   227.501 (meters)      746.39  (feet) ADJUSTED
 OK0407  ______________________________________________________________________
 OK0407  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 OK0407  DYNAMIC HEIGHT  -        227.444 (meters)      746.21  (feet) COMP
 OK0407  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OK0407
 OK0407  VERT ORDER      -  SECOND    CLASS 0
 OK0407
 OK0407.The horizontal coordinates were scaled from a map and have
 OK0407.an estimated accuracy of +/- 6 seconds.
 OK0407
 OK0407.The orthometric height was determined by differential leveling and
 OK0407.adjusted by the NATIONAL GEODETIC SURVEY
 OK0407.in June 1991.
 OK0407
 OK0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0407.GEOID18 height accuracy estimate available here.
 OK0407
 OK0407.Click photographs - Photos may exist for this station.
 OK0407
 OK0407.The dynamic height is computed by dividing the NAVD 88
 OK0407.geopotential number by the normal gravity value computed on the
 OK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0407.degrees latitude (g = 980.6199 gals.).
 OK0407
 OK0407.The modeled gravity was interpolated from observed gravity values.
 OK0407
 OK0407;                    North         East    Units  Estimated Accuracy
 OK0407;SPC MI S     -   170,850.    3,888,920.      MT  (+/- 180 meters Scaled)
 OK0407
 OK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN034649(NAD 83)
 OK0407
 OK0407                          SUPERSEDED SURVEY CONTROL
 OK0407
 OK0407  NGVD 29 (??/??/92)  227.638  (m)          746.84   (f) ADJ UNCH    2 0
 OK0407
 OK0407.Superseded values are not recommended for survey control.
 OK0407
 OK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0407.See file dsdata.pdf to determine how the superseded data were derived.
 OK0407
 OK0407_MARKER: DD = SURVEY DISK
 OK0407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0407_STAMPING: 21 E 1933
 OK0407_MARK LOGO: CGS+SS
 OK0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0407
 OK0407  HISTORY     - Date     Condition        Report By
 OK0407  HISTORY     - 1933     MONUMENTED       MIGS
 OK0407  HISTORY     - 1941     GOOD             CGS
 OK0407  HISTORY     - 1984     GOOD             USPSQD
 OK0407  HISTORY     - 19961107 MARK NOT FOUND   LOCENG
 OK0407
 OK0407                          STATION DESCRIPTION
 OK0407
 OK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0407'4 MI W FROM COMSTOCK PARK.
 OK0407'4.0 MILES WEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0407'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0407'100 FEET EAST OF THE JUNCTION OF COUNTY HIGHWAY 639, 70 FEET
 OK0407'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ELM SPRING STORE, 60
 OK0407'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP OF A
 OK0407'HOUSE, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 6 FEET
 OK0407'EAST OF THE DRIVEWAY TO THE HOUSE OF C.E. WILDER.  A STATE
 OK0407'SURVEY STANDARD DISK, STAMPED 21 E 1933 AND SET IN THE TOP OF A
 OK0407'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0407
 OK0407                          STATION RECOVERY (1984)
 OK0407
 OK0407'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0407'THIS BENCH MARK WAS FOUND 1/2 MILE EAST OF THE LOCATION GIVEN IN THE
 OK0407'ORIGINAL DESCRIPTION. THE LOCATED IS TWO MILES WEST OF ALPINE AVE.,
 OK0407'ALONG FOUR MILE ROAD, 25 1/2 FEET NORTH OF CENTERLINE OF FOUR MILE
 OK0407'ROAD, 152 FEET EAST OF CENTERLINE OF WALKER ROAD, 73 FEET
 OK0407'EAST-SOUTHEAST OF SOUTHEAST CORNER OF STORE BLDG., 20 FEET WEST AND
 OK0407'ACROSS GRAVEL DRIVE FROM 18 INCH MAPLE TREE.
 OK0407
 OK0407                          STATION RECOVERY (1996)
 OK0407
 OK0407'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (AWB)
 OK0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0816 ***********************************************************************
 NF0816  DESIGNATION -  21 E 1
 NF0816  PID         -  NF0816
 NF0816  STATE/COUNTY-  MI/OTTAWA
 NF0816  COUNTRY     -  US
 NF0816  USGS QUAD   -  GRANDVILLE (2017)
 NF0816
 NF0816                         *CURRENT SURVEY CONTROL
 NF0816  ______________________________________________________________________
 NF0816* NAD 83(1986) POSITION- 42 58 22.     (N) 085 48 22.     (W)   SCALED
 NF0816* NAVD 88 ORTHO HEIGHT -   218.588 (meters)      717.15  (feet) ADJUSTED
 NF0816  ______________________________________________________________________
 NF0816  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 NF0816  DYNAMIC HEIGHT  -        218.533 (meters)      716.97  (feet) COMP
 NF0816  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 NF0816
 NF0816  VERT ORDER      -  SECOND    CLASS 0
 NF0816
 NF0816.The horizontal coordinates were scaled from a map and have
 NF0816.an estimated accuracy of +/- 6 seconds.
 NF0816
 NF0816.The orthometric height was determined by differential leveling and
 NF0816.adjusted by the NATIONAL GEODETIC SURVEY
 NF0816.in June 1991.
 NF0816
 NF0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0816.GEOID18 height accuracy estimate available here.
 NF0816
 NF0816.Click photographs - Photos may exist for this station.
 NF0816
 NF0816.The dynamic height is computed by dividing the NAVD 88
 NF0816.geopotential number by the normal gravity value computed on the
 NF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0816.degrees latitude (g = 980.6199 gals.).
 NF0816
 NF0816.The modeled gravity was interpolated from observed gravity values.
 NF0816
 NF0816;                    North         East    Units  Estimated Accuracy
 NF0816;SPC MI S     -   164,600.    3,882,590.      MT  (+/- 180 meters Scaled)
 NF0816
 NF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN973584(NAD 83)
 NF0816
 NF0816                          SUPERSEDED SURVEY CONTROL
 NF0816
 NF0816  NGVD 29 (??/??/92)  218.726  (m)          717.60   (f) ADJ UNCH    2 0
 NF0816
 NF0816.Superseded values are not recommended for survey control.
 NF0816
 NF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0816.See file dsdata.pdf to determine how the superseded data were derived.
 NF0816
 NF0816_MARKER: DD = SURVEY DISK
 NF0816_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0816_STAMPING: 21 E 1
 NF0816_MARK LOGO: CGS+SS
 NF0816_PROJECTION: PROJECTING
 NF0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0816
 NF0816  HISTORY     - Date     Condition        Report By
 NF0816  HISTORY     - 1934     MONUMENTED       MIGS
 NF0816  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0816  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0816  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0816
 NF0816                          STATION DESCRIPTION
 NF0816
 NF0816'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0816'4.5 MI S FROM MARNE.
 NF0816'4.5 MILES SOUTH ALONG A ROAD FROM MARNE, OTTAWA COUNTY, 4.5
 NF0816'MILES WEST ALONG STATE HIGHWAY 50 FROM THE CITY LIMITS AT
 NF0816'GRAND RAPIDS, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE S.E.
 NF0816'1/4 OF S.E. 1/4, SEC. 23, T. 7 N., R. 13 W., 0.1 MILE WEST OF
 NF0816'THE SOUTHEAST CORNER OF SEC. 23, 30.6 FEET NORTH OF THE CENTERLINE
 NF0816'OF THE HIGHWAY, 137.7 FEET NORTHEAST OF A 12-INCH APPLE TREE,
 NF0816'117 FEET NORTH OF A 20-INCH APPLE TREE, AND 78.5 FEET WEST OF
 NF0816'AN 8-INCH OAK TREE.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0816'21 E 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NF0816'3 INCHES ABOVE GROUND.
 NF0816
 NF0816                          STATION RECOVERY (2004)
 NF0816
 NF0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0816'M-45 HAS BEEN WIDENED. THE MARK WOULD FALL IN THE PAVED SHOULDER IF IT
 NF0816'WAS IN.
 NF0816
 NF0816                          STATION RECOVERY (2012)
 NF0816
 NF0816'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0816'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE3935 ***********************************************************************
 AE3935  DESIGNATION -  21 E RESET
 AE3935  PID         -  AE3935
 AE3935  STATE/COUNTY-  MI/KENT
 AE3935  COUNTRY     -  US
 AE3935  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 AE3935
 AE3935                         *CURRENT SURVEY CONTROL
 AE3935  ______________________________________________________________________
 AE3935* NAD 83(1986) POSITION- 43 01 48.     (N) 085 43 47.     (W)   SCALED
 AE3935* NAVD 88 ORTHO HEIGHT -   227.68  (meters)      747.0   (feet) RESET
 AE3935  ______________________________________________________________________
 AE3935  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 AE3935  VERT ORDER      -  THIRD
 AE3935
 AE3935.The horizontal coordinates were scaled from a map and have
 AE3935.an estimated accuracy of +/- 6 seconds.
 AE3935
 AE3935.The orthometric height was computed from unverified reset data.
 AE3935
 AE3935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3935.GEOID18 height accuracy estimate available here.
 AE3935
 AE3935.Click photographs - Photos may exist for this station.
 AE3935
 AE3935;                    North         East    Units  Estimated Accuracy
 AE3935;SPC MI S     -   170,850.    3,888,920.      MT  (+/- 180 meters Scaled)
 AE3935
 AE3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN034649(NAD 83)
 AE3935
 AE3935                          SUPERSEDED SURVEY CONTROL
 AE3935
 AE3935.No superseded survey control is available for this station.
 AE3935
 AE3935_MARKER: DV = VERTICAL CONTROL DISK
 AE3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3935_STAMPING: 21 E RESET 1996
 AE3935_MARK LOGO: NGS
 AE3935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3935+STABILITY: SURFACE MOTION
 AE3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3935+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2013
 AE3935
 AE3935  HISTORY     - Date     Condition        Report By
 AE3935  HISTORY     - 1996     MONUMENTED       LOCENG
 AE3935  HISTORY     - 19991009 GOOD             USPSQD
 AE3935  HISTORY     - 20130312 GOOD             INDIV
 AE3935
 AE3935                          STATION DESCRIPTION
 AE3935
 AE3935'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (AWB)
 AE3935'STATION IS LOCATED IN KENT COUNTY, ALPINE TOWNSHIP, NEAR THE SOUTHWEST
 AE3935'CORNER OF SECTION 34, T-8-N, R-12-W.  TO REACH FROM THE JUNCTION OF
 AE3935'U.S.  HIGHWAY 37 AND INTERSTATE HIGHWAY 96 NEAR THE NORTH SIDE OF
 AE3935'GRAND RAPIDS, GO NORTH ON HIGHWAY 37 FOR ABOUT 0.75 MI (1.21 KM) TO
 AE3935'THE CROSSING OF FOUR MILE ROAD.  TURN LEFT AND GO WEST ON FOUR MILE
 AE3935'ROAD FOR 2.0 MI (3.2 KM) TO MARK ON LEFT JUST BEFORE REACHING THE
 AE3935'JUNCTION OF WALKER AVENUE.  IT IS 161.0 FT (49.1 M) EAST OF THE
 AE3935'CENTERLINE OF WALKER AVENUE, 78.6 FT (24.0 M) SOUTH OF WHERE THE
 AE3935'ORIGINAL STATION 21 E 1933 WAS, 53.0 FT (16.2 M) SOUTH OF THE
 AE3935'CENTERLINE OF FOUR MILE ROAD, 19.0 FT (5.8 M) EAST OF THE NORTH FACE
 AE3935'OF BUILDING NUMBER 2440, 5.5 FT (1.7 M) SOUTH OF A WITNESS POST AND
 AE3935'1.0 FT (0.3 M) NORTH OF A PLASTIC MARKER.
 AE3935
 AE3935                          STATION RECOVERY (1999)
 AE3935
 AE3935'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE3935'RECOVERED IN GOOD CONDITION.
 AE3935
 AE3935                          STATION RECOVERY (2013)
 AE3935
 AE3935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AE3935'NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0408 ***********************************************************************
 OK0408  DESIGNATION -  21 F
 OK0408  PID         -  OK0408
 OK0408  STATE/COUNTY-  MI/KENT
 OK0408  COUNTRY     -  US
 OK0408  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0408
 OK0408                         *CURRENT SURVEY CONTROL
 OK0408  ______________________________________________________________________
 OK0408* NAD 83(1986) POSITION- 43 01 48.     (N) 085 44 09.     (W)   SCALED
 OK0408* NAVD 88 ORTHO HEIGHT -   230.428 (meters)      756.00  (feet) ADJUSTED
 OK0408  ______________________________________________________________________
 OK0408  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 OK0408  DYNAMIC HEIGHT  -        230.370 (meters)      755.81  (feet) COMP
 OK0408  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OK0408
 OK0408  VERT ORDER      -  SECOND    CLASS 0
 OK0408
 OK0408.The horizontal coordinates were scaled from a map and have
 OK0408.an estimated accuracy of +/- 6 seconds.
 OK0408
 OK0408.The orthometric height was determined by differential leveling and
 OK0408.adjusted by the NATIONAL GEODETIC SURVEY
 OK0408.in June 1991.
 OK0408
 OK0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0408.GEOID18 height accuracy estimate available here.
 OK0408
 OK0408.Click photographs - Photos may exist for this station.
 OK0408
 OK0408.The dynamic height is computed by dividing the NAVD 88
 OK0408.geopotential number by the normal gravity value computed on the
 OK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0408.degrees latitude (g = 980.6199 gals.).
 OK0408
 OK0408.The modeled gravity was interpolated from observed gravity values.
 OK0408
 OK0408;                    North         East    Units  Estimated Accuracy
 OK0408;SPC MI S     -   170,860.    3,888,430.      MT  (+/- 180 meters Scaled)
 OK0408
 OK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN029649(NAD 83)
 OK0408
 OK0408                          SUPERSEDED SURVEY CONTROL
 OK0408
 OK0408  NGVD 29 (??/??/92)  230.564  (m)          756.44   (f) ADJ UNCH    2 0
 OK0408
 OK0408.Superseded values are not recommended for survey control.
 OK0408
 OK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0408.See file dsdata.pdf to determine how the superseded data were derived.
 OK0408
 OK0408_MARKER: DD = SURVEY DISK
 OK0408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0408_STAMPING: 21 F 1933
 OK0408_MARK LOGO: CGS+SS
 OK0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0408
 OK0408  HISTORY     - Date     Condition        Report By
 OK0408  HISTORY     - 1933     MONUMENTED       MIGS
 OK0408  HISTORY     - 1941     GOOD             CGS
 OK0408  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0408  HISTORY     - 19921001 POOR             LOCENG
 OK0408  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0408
 OK0408                          STATION DESCRIPTION
 OK0408
 OK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0408'4.3 MI NW FROM COMSTOCK PARK.
 OK0408'4.3 MILES NORTHWEST ALONG THE WALKER ROAD FROM THE PENNSYLVANIA
 OK0408'RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY, ON THE SOUTH
 OK0408'SIDE OF COUNTY HIGHWAY 639, 44 FEET NORTHEAST OF THE NORTHEAST
 OK0408'CORNER OF A BUILDING, 29 FEET EAST OF A 28-INCH MAPLE TREE, AND
 OK0408'3 FEET NORTH OF THE SOUTH ROAD FENCE IN FRONT OF THE PROPERTY
 OK0408'OWNED BY T.W. MARTINDALE.  A STATE SURVEY STANDARD DISK, STAMPED
 OK0408'21 F 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0408'ABOUT 3 INCHES ABOVE GROUND.
 OK0408
 OK0408                          STATION RECOVERY (1984)
 OK0408
 OK0408'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0408'MARK NOT FOUND.
 OK0408
 OK0408                          STATION RECOVERY (1992)
 OK0408
 OK0408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 OK0408'RECOVERED IN GOOD CONDITION.  NOTE--HAS BEEN HIT BUT STILL FLUSH AND
 OK0408'STRAIGHT.  ONLY PART OF CAP IS REMAINING AND ONLY THE 21 F CAN BE
 OK0408'READ ON DISK.
 OK0408
 OK0408                          STATION RECOVERY (1999)
 OK0408
 OK0408'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0815 ***********************************************************************
 NF0815  DESIGNATION -  21 F 1
 NF0815  PID         -  NF0815
 NF0815  STATE/COUNTY-  MI/OTTAWA
 NF0815  COUNTRY     -  US
 NF0815  USGS QUAD   -  GRANDVILLE (2017)
 NF0815
 NF0815                         *CURRENT SURVEY CONTROL
 NF0815  ______________________________________________________________________
 NF0815* NAD 83(1986) POSITION- 42 58 25.     (N) 085 49 04.     (W)   SCALED
 NF0815* NAVD 88 ORTHO HEIGHT -   209.648 (meters)      687.82  (feet) ADJUSTED
 NF0815  ______________________________________________________________________
 NF0815  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 NF0815  DYNAMIC HEIGHT  -        209.595 (meters)      687.65  (feet) COMP
 NF0815  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 NF0815
 NF0815  VERT ORDER      -  SECOND    CLASS 0
 NF0815
 NF0815.The horizontal coordinates were scaled from a map and have
 NF0815.an estimated accuracy of +/- 6 seconds.
 NF0815
 NF0815.The orthometric height was determined by differential leveling and
 NF0815.adjusted by the NATIONAL GEODETIC SURVEY
 NF0815.in June 1991.
 NF0815
 NF0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0815.GEOID18 height accuracy estimate available here.
 NF0815
 NF0815.Click photographs - Photos may exist for this station.
 NF0815
 NF0815.The dynamic height is computed by dividing the NAVD 88
 NF0815.geopotential number by the normal gravity value computed on the
 NF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0815.degrees latitude (g = 980.6199 gals.).
 NF0815
 NF0815.The modeled gravity was interpolated from observed gravity values.
 NF0815
 NF0815;                    North         East    Units  Estimated Accuracy
 NF0815;SPC MI S     -   164,710.    3,881,640.      MT  (+/- 180 meters Scaled)
 NF0815
 NF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN964585(NAD 83)
 NF0815
 NF0815                          SUPERSEDED SURVEY CONTROL
 NF0815
 NF0815  NGVD 29 (??/??/92)  209.786  (m)          688.27   (f) ADJ UNCH    2 0
 NF0815
 NF0815.Superseded values are not recommended for survey control.
 NF0815
 NF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0815.See file dsdata.pdf to determine how the superseded data were derived.
 NF0815
 NF0815_MARKER: DD = SURVEY DISK
 NF0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0815_STAMPING: 21 F 1
 NF0815_MARK LOGO: CGS+SS
 NF0815_PROJECTION: PROJECTING
 NF0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0815
 NF0815  HISTORY     - Date     Condition        Report By
 NF0815  HISTORY     - 1934     MONUMENTED       MIGS
 NF0815  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0815  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0815  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0815
 NF0815                          STATION DESCRIPTION
 NF0815
 NF0815'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0815'5 MI S FROM MARNE.
 NF0815'5 MILES SOUTH ALONG A ROAD FROM MARNE, OTTAWA COUNTY, 5.2 MILES
 NF0815'WEST ALONG STATE HIGHWAY 50 FROM THE CITY LIMITS OF GRAND
 NF0815'RAPIDS, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE S.E. 1/4
 NF0815'OF S.W. 1/4, SEC. 23, T. 7 N., R. 13 W., 325 FEET NORTH OF
 NF0815'THE CENTERLINE OF THE HIGHWAY,  265 FEET EAST OF A BARN, 90.8
 NF0815'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ALDRED RAPP
 NF0815'RESIDENCE, AND 26 FEET WEST OF THE CENTERLINE OF THE PRIVATE
 NF0815'DRIVE LEADING TO THE RESIDENCE.  A STATE SURVEY STANDARD DISK,
 NF0815'STAMPED 21 F 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0815'ABOUT 3 INCHES ABOVE GROUND.
 NF0815
 NF0815                          STATION RECOVERY (2004)
 NF0815
 NF0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0815'MARK NOT FOUND.
 NF0815
 NF0815                          STATION RECOVERY (2012)
 NF0815
 NF0815'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0815'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0409 ***********************************************************************
 OK0409  DESIGNATION -  21 G
 OK0409  PID         -  OK0409
 OK0409  STATE/COUNTY-  MI/KENT
 OK0409  COUNTRY     -  US
 OK0409  USGS QUAD   -  MARNE (2017)
 OK0409
 OK0409                         *CURRENT SURVEY CONTROL
 OK0409  ______________________________________________________________________
 OK0409* NAD 83(1986) POSITION- 43 01 49.     (N) 085 44 59.     (W)   SCALED
 OK0409* NAVD 88 ORTHO HEIGHT -   248.345 (meters)      814.78  (feet) ADJUSTED
 OK0409  ______________________________________________________________________
 OK0409  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 OK0409  DYNAMIC HEIGHT  -        248.283 (meters)      814.58  (feet) COMP
 OK0409  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OK0409
 OK0409  VERT ORDER      -  SECOND    CLASS 0
 OK0409
 OK0409.The horizontal coordinates were scaled from a map and have
 OK0409.an estimated accuracy of +/- 6 seconds.
 OK0409
 OK0409.The orthometric height was determined by differential leveling and
 OK0409.adjusted by the NATIONAL GEODETIC SURVEY
 OK0409.in June 1991.
 OK0409
 OK0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0409.GEOID18 height accuracy estimate available here.
 OK0409
 OK0409.Click photographs - Photos may exist for this station.
 OK0409
 OK0409.The dynamic height is computed by dividing the NAVD 88
 OK0409.geopotential number by the normal gravity value computed on the
 OK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0409.degrees latitude (g = 980.6199 gals.).
 OK0409
 OK0409.The modeled gravity was interpolated from observed gravity values.
 OK0409
 OK0409;                    North         East    Units  Estimated Accuracy
 OK0409;SPC MI S     -   170,910.    3,887,300.      MT  (+/- 180 meters Scaled)
 OK0409
 OK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN018649(NAD 83)
 OK0409
 OK0409                          SUPERSEDED SURVEY CONTROL
 OK0409
 OK0409  NGVD 29 (??/??/92)  248.480  (m)          815.22   (f) ADJ UNCH    2 0
 OK0409
 OK0409.Superseded values are not recommended for survey control.
 OK0409
 OK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0409.See file dsdata.pdf to determine how the superseded data were derived.
 OK0409
 OK0409_MARKER: DD = SURVEY DISK
 OK0409_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0409_STAMPING: 21 G 1933
 OK0409_MARK LOGO: CGS+SS
 OK0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0409
 OK0409  HISTORY     - Date     Condition        Report By
 OK0409  HISTORY     - 1933     MONUMENTED       MIGS
 OK0409  HISTORY     - 1941     GOOD             CGS
 OK0409  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0409  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0409  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0409
 OK0409                          STATION DESCRIPTION
 OK0409
 OK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0409'5 MI NW FROM COMSTOCK PARK.
 OK0409'5.0 MILES NORTHWEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0409'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0409'3.9 MILES SOUTHEAST OF THE GRAND TRUNK WESTERN RAILROAD STATION
 OK0409'AT MARNE, OTTAWA COUNTY, ON THE SOUTH SIDE OF COUNTY HIGHWAY
 OK0409'639, 305 FEET WEST OF THE SECTION CORNER COMMON TO SECS. 32 AND
 OK0409'33, T. 8 N., R. 12 W., ALPINE TOWNSHIP, 23 FEET NORTHEAST OF A
 OK0409'10-INCH APPLE TREE, AND 8 FEET SOUTH OF THE SOUTH ROAD DITCH.
 OK0409'A STATE SURVEY STANDARD DISK, STAMPED 21 G 1933 AND SET IN THE
 OK0409'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OK0409
 OK0409                          STATION RECOVERY (1984)
 OK0409
 OK0409'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0409'MARK NOT FOUND.
 OK0409
 OK0409                          STATION RECOVERY (1999)
 OK0409
 OK0409'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0409'MARK NOT FOUND.
 OK0409
 OK0409                          STATION RECOVERY (2001)
 OK0409
 OK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0814 ***********************************************************************
 NF0814  DESIGNATION -  21 G 1
 NF0814  PID         -  NF0814
 NF0814  STATE/COUNTY-  MI/OTTAWA
 NF0814  COUNTRY     -  US
 NF0814  USGS QUAD   -  GRANDVILLE (2017)
 NF0814
 NF0814                         *CURRENT SURVEY CONTROL
 NF0814  ______________________________________________________________________
 NF0814* NAD 83(1986) POSITION- 42 58 22.     (N) 085 50 53.     (W)   SCALED
 NF0814* NAVD 88 ORTHO HEIGHT -   220.687 (meters)      724.04  (feet) ADJUSTED
 NF0814  ______________________________________________________________________
 NF0814  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 NF0814  DYNAMIC HEIGHT  -        220.632 (meters)      723.86  (feet) COMP
 NF0814  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 NF0814
 NF0814  VERT ORDER      -  SECOND    CLASS 0
 NF0814
 NF0814.The horizontal coordinates were scaled from a map and have
 NF0814.an estimated accuracy of +/- 6 seconds.
 NF0814
 NF0814.The orthometric height was determined by differential leveling and
 NF0814.adjusted by the NATIONAL GEODETIC SURVEY
 NF0814.in June 1991.
 NF0814
 NF0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0814.GEOID18 height accuracy estimate available here.
 NF0814
 NF0814.Click photographs - Photos may exist for this station.
 NF0814
 NF0814.The dynamic height is computed by dividing the NAVD 88
 NF0814.geopotential number by the normal gravity value computed on the
 NF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0814.degrees latitude (g = 980.6199 gals.).
 NF0814
 NF0814.The modeled gravity was interpolated from observed gravity values.
 NF0814
 NF0814;                    North         East    Units  Estimated Accuracy
 NF0814;SPC MI S     -   164,660.    3,879,170.      MT  (+/- 180 meters Scaled)
 NF0814
 NF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN939584(NAD 83)
 NF0814
 NF0814                          SUPERSEDED SURVEY CONTROL
 NF0814
 NF0814  NGVD 29 (??/??/92)  220.826  (m)          724.49   (f) ADJ UNCH    2 0
 NF0814
 NF0814.Superseded values are not recommended for survey control.
 NF0814
 NF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0814.See file dsdata.pdf to determine how the superseded data were derived.
 NF0814
 NF0814_MARKER: DD = SURVEY DISK
 NF0814_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0814_STAMPING: 21 G 1 1934
 NF0814_MARK LOGO: CGS+SS
 NF0814_PROJECTION: PROJECTING
 NF0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0814
 NF0814  HISTORY     - Date     Condition        Report By
 NF0814  HISTORY     - 1934     MONUMENTED       MIGS
 NF0814  HISTORY     - 1934     GOOD             CGS
 NF0814  HISTORY     - 1984     GOOD             USPSQD
 NF0814  HISTORY     - 1987     GOOD             USPSQD
 NF0814  HISTORY     - 19900328 GOOD             MIDT
 NF0814  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0814  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0814
 NF0814                          STATION DESCRIPTION
 NF0814
 NF0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0814'4 MI E FROM PEARLINE.
 NF0814'4 MILES EAST ALONG STATE HIGHWAY 50 FROM PEARLINE, OTTAWA
 NF0814'COUNTY, IN TALLMADGE TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4,
 NF0814'SEC. 28, T. 7 N., R. 13 W., ON THE LAWN OF THE JOHN MAIS DWELLING,
 NF0814'200 FEET EAST OF A GRAVEL ROAD LEADING SOUTH, 110 FEET NORTHEAST
 NF0814'OF THE BARN, 36.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NF0814'THE DWELLING, AND 59.5 FEET WEST OF A 17-INCH APPLE TREE.  A
 NF0814'STATE SURVEY STANDARD DISK, STAMPED 21 G 1 AND SET IN THE TOP
 NF0814'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0814
 NF0814                          STATION RECOVERY (1984)
 NF0814
 NF0814'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0814'RECOVERED IN GOOD CONDITION.
 NF0814
 NF0814                          STATION RECOVERY (1987)
 NF0814
 NF0814'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0814'RECOVERED IN GOOD CONDITION.
 NF0814
 NF0814                          STATION RECOVERY (1990)
 NF0814
 NF0814'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0814'RECOVERED AS DESCRIBED.
 NF0814
 NF0814                          STATION RECOVERY (2004)
 NF0814
 NF0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0814'PREV. WITNESSES WERE NOT PRESENT
 NF0814
 NF0814                          STATION RECOVERY (2012)
 NF0814
 NF0814'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0814'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0813 ***********************************************************************
 NF0813  DESIGNATION -  21 H 1
 NF0813  PID         -  NF0813
 NF0813  STATE/COUNTY-  MI/OTTAWA
 NF0813  COUNTRY     -  US
 NF0813  USGS QUAD   -  GRANDVILLE (2017)
 NF0813
 NF0813                         *CURRENT SURVEY CONTROL
 NF0813  ______________________________________________________________________
 NF0813* NAD 83(1986) POSITION- 42 58 30.     (N) 085 51 32.     (W)   SCALED
 NF0813* NAVD 88 ORTHO HEIGHT -   211.125 (meters)      692.67  (feet) ADJUSTED
 NF0813  ______________________________________________________________________
 NF0813  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 NF0813  DYNAMIC HEIGHT  -        211.072 (meters)      692.49  (feet) COMP
 NF0813  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 NF0813
 NF0813  VERT ORDER      -  SECOND    CLASS 0
 NF0813
 NF0813.The horizontal coordinates were scaled from a map and have
 NF0813.an estimated accuracy of +/- 6 seconds.
 NF0813
 NF0813.The orthometric height was determined by differential leveling and
 NF0813.adjusted by the NATIONAL GEODETIC SURVEY
 NF0813.in June 1991.
 NF0813
 NF0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0813.GEOID18 height accuracy estimate available here.
 NF0813
 NF0813.Click photographs - Photos may exist for this station.
 NF0813
 NF0813.The dynamic height is computed by dividing the NAVD 88
 NF0813.geopotential number by the normal gravity value computed on the
 NF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0813.degrees latitude (g = 980.6199 gals.).
 NF0813
 NF0813.The modeled gravity was interpolated from observed gravity values.
 NF0813
 NF0813;                    North         East    Units  Estimated Accuracy
 NF0813;SPC MI S     -   164,920.    3,878,290.      MT  (+/- 180 meters Scaled)
 NF0813
 NF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN930586(NAD 83)
 NF0813
 NF0813                          SUPERSEDED SURVEY CONTROL
 NF0813
 NF0813  NGVD 29 (??/??/92)  211.264  (m)          693.12   (f) ADJ UNCH    2 0
 NF0813
 NF0813.Superseded values are not recommended for survey control.
 NF0813
 NF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0813.See file dsdata.pdf to determine how the superseded data were derived.
 NF0813
 NF0813_MARKER: DD = SURVEY DISK
 NF0813_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0813_STAMPING: 21 H 1
 NF0813_MARK LOGO: CGS+SS
 NF0813_PROJECTION: PROJECTING
 NF0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0813
 NF0813  HISTORY     - Date     Condition        Report By
 NF0813  HISTORY     - 1934     MONUMENTED       MIGS
 NF0813  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0813  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0813
 NF0813                          STATION DESCRIPTION
 NF0813
 NF0813'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0813'3.5 MI E FROM PEARLINE.
 NF0813'3.5 MILES EAST ALONG STATE HIGHWAY 50 FROM PEARLINE, OTTAWA
 NF0813'COUNTY, IN TALLMADGE TOWNSHIP, ON THE WEST SIDE OF SEC. 21,
 NF0813'T. 7 N., R. 13 W., 327 FEET NORTH OF THE CENTERLINE OF THE
 NF0813'HIGHWAY, 252 FEET NORTH OF A FENCE CORNER, 186.5 FEET EAST OF
 NF0813'A 20-INCH MAPLE TREE, 87.5 FEET SOUTH OF AN 8-INCH MAPLE TREE,
 NF0813'AND 1.5 FEET EAST OF THE SECTION LINE FENCE.  A STATE SURVEY
 NF0813'STANDARD DISK, STAMPED 21 H 1 AND SET IN THE TOP OF A CONCRETE
 NF0813'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0813
 NF0813                          STATION RECOVERY (2004)
 NF0813
 NF0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0813'AREA WHERE MONUMENT SHOULD BE IS BEING FARMED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0411 ***********************************************************************
 OK0411  DESIGNATION -  21 I
 OK0411  PID         -  OK0411
 OK0411  STATE/COUNTY-  MI/KENT
 OK0411  COUNTRY     -  US
 OK0411  USGS QUAD   -  MARNE (2017)
 OK0411
 OK0411                         *CURRENT SURVEY CONTROL
 OK0411  ______________________________________________________________________
 OK0411* NAD 83(1986) POSITION- 43 01 49.     (N) 085 45 50.     (W)   SCALED
 OK0411* NAVD 88 ORTHO HEIGHT -   227.345 (meters)      745.88  (feet) ADJUSTED
 OK0411  ______________________________________________________________________
 OK0411  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 OK0411  DYNAMIC HEIGHT  -        227.288 (meters)      745.69  (feet) COMP
 OK0411  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 OK0411
 OK0411  VERT ORDER      -  SECOND    CLASS 0
 OK0411
 OK0411.The horizontal coordinates were scaled from a map and have
 OK0411.an estimated accuracy of +/- 6 seconds.
 OK0411
 OK0411.The orthometric height was determined by differential leveling and
 OK0411.adjusted by the NATIONAL GEODETIC SURVEY
 OK0411.in June 1991.
 OK0411
 OK0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0411.GEOID18 height accuracy estimate available here.
 OK0411
 OK0411.Click photographs - Photos may exist for this station.
 OK0411
 OK0411.The dynamic height is computed by dividing the NAVD 88
 OK0411.geopotential number by the normal gravity value computed on the
 OK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0411.degrees latitude (g = 980.6199 gals.).
 OK0411
 OK0411.The modeled gravity was interpolated from observed gravity values.
 OK0411
 OK0411;                    North         East    Units  Estimated Accuracy
 OK0411;SPC MI S     -   170,930.    3,886,140.      MT  (+/- 180 meters Scaled)
 OK0411
 OK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN007649(NAD 83)
 OK0411
 OK0411                          SUPERSEDED SURVEY CONTROL
 OK0411
 OK0411  NGVD 29 (??/??/92)  227.482  (m)          746.33   (f) ADJ UNCH    2 0
 OK0411
 OK0411.Superseded values are not recommended for survey control.
 OK0411
 OK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0411.See file dsdata.pdf to determine how the superseded data were derived.
 OK0411
 OK0411_MARKER: DD = SURVEY DISK
 OK0411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0411_STAMPING: 21 I 1933
 OK0411_MARK LOGO: CGS+SS
 OK0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0411
 OK0411  HISTORY     - Date     Condition        Report By
 OK0411  HISTORY     - 1933     MONUMENTED       MIGS
 OK0411  HISTORY     - 1941     GOOD             CGS
 OK0411  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0411  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0411
 OK0411                          STATION DESCRIPTION
 OK0411
 OK0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0411'3.2 MI SE FROM MARNE.
 OK0411'IN KENT COUNTY, 3.2 MILES SOUTHEAST ALONG COUNTY HIGHWAY 639
 OK0411'FROM THE GRAND TRUNK WESTERN RAILROAD STATION AT MARNE, OTTAWA
 OK0411'COUNTY, AT A ROAD INTERSECTION, 82 FEET SOUTHEAST OF THE
 OK0411'SOUTHEAST CORNER OF A SCHOOLHOUSE, 64 FEET WEST OF THE CENTERLINE
 OK0411'OF THE ROAD LEADING SOUTH, 36 FEET SOUTH OF THE HIGHWAY, 48 FEET
 OK0411'NORTH OF A 10-INCH MAPLE TREE, AND 30 FEET WEST OF THE WEST END
 OK0411'OF A CULVERT.  A STATE SURVEY STANDARD DISK, STAMPED 21 I 1933
 OK0411'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OK0411'ABOVE GROUND.
 OK0411
 OK0411                          STATION RECOVERY (1984)
 OK0411
 OK0411'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0411'MARK NOT FOUND.
 OK0411
 OK0411                          STATION RECOVERY (2001)
 OK0411
 OK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0812 ***********************************************************************
 NF0812  DESIGNATION -  21 I 1
 NF0812  PID         -  NF0812
 NF0812  STATE/COUNTY-  MI/OTTAWA
 NF0812  COUNTRY     -  US
 NF0812  USGS QUAD   -  ALLENDALE (2017)
 NF0812
 NF0812                         *CURRENT SURVEY CONTROL
 NF0812  ______________________________________________________________________
 NF0812* NAD 83(1986) POSITION- 42 58 27.     (N) 085 53 01.     (W)   SCALED
 NF0812* NAVD 88 ORTHO HEIGHT -   212.065 (meters)      695.75  (feet) ADJUSTED
 NF0812  ______________________________________________________________________
 NF0812  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 NF0812  DYNAMIC HEIGHT  -        212.013 (meters)      695.58  (feet) COMP
 NF0812  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 NF0812
 NF0812  VERT ORDER      -  SECOND    CLASS 0
 NF0812
 NF0812.The horizontal coordinates were scaled from a map and have
 NF0812.an estimated accuracy of +/- 6 seconds.
 NF0812
 NF0812.The orthometric height was determined by differential leveling and
 NF0812.adjusted by the NATIONAL GEODETIC SURVEY
 NF0812.in June 1991.
 NF0812
 NF0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0812.GEOID18 height accuracy estimate available here.
 NF0812
 NF0812.Click photographs - Photos may exist for this station.
 NF0812
 NF0812.The dynamic height is computed by dividing the NAVD 88
 NF0812.geopotential number by the normal gravity value computed on the
 NF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0812.degrees latitude (g = 980.6199 gals.).
 NF0812
 NF0812.The modeled gravity was interpolated from observed gravity values.
 NF0812
 NF0812;                    North         East    Units  Estimated Accuracy
 NF0812;SPC MI S     -   164,860.    3,876,270.      MT  (+/- 180 meters Scaled)
 NF0812
 NF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN910585(NAD 83)
 NF0812
 NF0812                          SUPERSEDED SURVEY CONTROL
 NF0812
 NF0812  NGVD 29 (??/??/92)  212.206  (m)          696.21   (f) ADJ UNCH    2 0
 NF0812
 NF0812.Superseded values are not recommended for survey control.
 NF0812
 NF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0812.See file dsdata.pdf to determine how the superseded data were derived.
 NF0812
 NF0812_MARKER: DD = SURVEY DISK
 NF0812_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0812_STAMPING: 21 I 1 1934
 NF0812_MARK LOGO: CGS+SS
 NF0812_PROJECTION: PROJECTING
 NF0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0812
 NF0812  HISTORY     - Date     Condition        Report By
 NF0812  HISTORY     - 1934     MONUMENTED       MIGS
 NF0812  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0812  HISTORY     - 19900328 GOOD             MIDT
 NF0812  HISTORY     - 20041014 MARK NOT FOUND   INDIV
 NF0812  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0812
 NF0812                          STATION DESCRIPTION
 NF0812
 NF0812'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0812'3.5 MI E FROM PEARLINE.
 NF0812'3.5 MILES EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0812'COUNTY, 2 MILES EAST OF PEARLINE, IN TALLMADGE TOWNSHIP, IN
 NF0812'THE S.W. 1/4 OF S. W. 1/4, SEC. 20, T. 7 N. R. 13 W., 250 FEET
 NF0812'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 200.5 FEET SOUTHEAST
 NF0812'OF A POLE, 124 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD
 NF0812'ALONG THE WEST SIDE OF SEC. 20, 100.6 FEET EAST OF A SECOND
 NF0812'POLE, AND 85.5 FEET WEST OF A THIRD POLE.  A STATE SURVEY
 NF0812'STANDARD DISK, STAMPED 21 I 1 AND SET IN THE TOP OF A CONCRETE
 NF0812'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0812
 NF0812                          STATION RECOVERY (1990)
 NF0812
 NF0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0812'RECOVERED AS DESCRIBED.
 NF0812
 NF0812                          STATION RECOVERY (2004)
 NF0812
 NF0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0812'MARK NOT FOUND.
 NF0812
 NF0812                          STATION RECOVERY (2012)
 NF0812
 NF0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0812'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0412 ***********************************************************************
 OK0412  DESIGNATION -  21 J
 OK0412  PID         -  OK0412
 OK0412  STATE/COUNTY-  MI/OTTAWA
 OK0412  COUNTRY     -  US
 OK0412  USGS QUAD   -  MARNE (2017)
 OK0412
 OK0412                         *CURRENT SURVEY CONTROL
 OK0412  ______________________________________________________________________
 OK0412* NAD 83(1986) POSITION- 43 01 51.     (N) 085 47 38.     (W)   SCALED
 OK0412* NAVD 88 ORTHO HEIGHT -   214.733 (meters)      704.50  (feet) ADJUSTED
 OK0412  ______________________________________________________________________
 OK0412  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 OK0412  DYNAMIC HEIGHT  -        214.679 (meters)      704.33  (feet) COMP
 OK0412  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 OK0412
 OK0412  VERT ORDER      -  SECOND    CLASS 0
 OK0412
 OK0412.The horizontal coordinates were scaled from a map and have
 OK0412.an estimated accuracy of +/- 6 seconds.
 OK0412
 OK0412.The orthometric height was determined by differential leveling and
 OK0412.adjusted by the NATIONAL GEODETIC SURVEY
 OK0412.in June 1991.
 OK0412
 OK0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0412.GEOID18 height accuracy estimate available here.
 OK0412
 OK0412.Click photographs - Photos may exist for this station.
 OK0412
 OK0412.The dynamic height is computed by dividing the NAVD 88
 OK0412.geopotential number by the normal gravity value computed on the
 OK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0412.degrees latitude (g = 980.6199 gals.).
 OK0412
 OK0412.The modeled gravity was interpolated from observed gravity values.
 OK0412
 OK0412;                    North         East    Units  Estimated Accuracy
 OK0412;SPC MI S     -   171,030.    3,883,700.      MT  (+/- 180 meters Scaled)
 OK0412
 OK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN982649(NAD 83)
 OK0412
 OK0412                          SUPERSEDED SURVEY CONTROL
 OK0412
 OK0412  NGVD 29 (??/??/92)  214.871  (m)          704.96   (f) ADJ UNCH    2 0
 OK0412
 OK0412.Superseded values are not recommended for survey control.
 OK0412
 OK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0412.See file dsdata.pdf to determine how the superseded data were derived.
 OK0412
 OK0412_MARKER: DD = SURVEY DISK
 OK0412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0412_STAMPING: 21 J 1933
 OK0412_MARK LOGO: CGS+SS
 OK0412_PROJECTION: PROJECTING
 OK0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0412
 OK0412  HISTORY     - Date     Condition        Report By
 OK0412  HISTORY     - 1933     MONUMENTED       MIGS
 OK0412  HISTORY     - 1941     GOOD             CGS
 OK0412  HISTORY     - 1975     GOOD             USGS
 OK0412  HISTORY     - 1984     GOOD             USPSQD
 OK0412  HISTORY     - 20051201 POOR             INDIV
 OK0412  HISTORY     - 20230411 MARK NOT FOUND   WILWRK
 OK0412
 OK0412                          STATION DESCRIPTION
 OK0412
 OK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0412'1.7 MI S FROM MARNE.
 OK0412'1.7 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0412'STATION AT MARNE, OTTAWA COUNTY, 0.3 MILE WEST OF THE
 OK0412'KENT-OTTAWA COUNTY LINE, AT THE CROSSING OF COUNTY HIGHWAY 639,
 OK0412'ON THE SOUTH SIDE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE
 OK0412'EAST RAIL, AND 3 FEET SOUTH OF THE FENCE BETWEEN THE HIGHWAY
 OK0412'AND THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 21 J 1933
 OK0412'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OK0412'ABOVE GROUND.
 OK0412
 OK0412                          STATION RECOVERY (1975)
 OK0412
 OK0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OK0412'1.7 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0412'STATION AT MARNE, OTTAWA COUNTY, 0.3 MILE WEST OF THE KENT-OTTAWA
 OK0412'COUNTY LINE, AT THE CROSSING OF COUNTY HIGHWAY 639, ON THE SOUTH SIDE
 OK0412'OF THE HIGHWAY 125 FT EAST, 25 FT. SOUTH OF ROAD AT R.R. CROSSING. A
 OK0412'STATE SURVEY STANDARD DISK, STAMPED 21 J 1933 AND SET IN THE TOP OF A
 OK0412'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OK0412
 OK0412                          STATION RECOVERY (1984)
 OK0412
 OK0412'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0412'RECOVERED IN GOOD CONDITION.
 OK0412
 OK0412                          STATION RECOVERY (2005)
 OK0412
 OK0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0412'BASE IS INTACT AND SEEMS TO BE IN GOOD CONDITION. DISK IS NOT PRESENT.
 OK0412'A PLASTIC CAP MARKED H.E.I. 33976 HAS BEEN PLACED PRESUMABLY ON
 OK0412'EXISTING ROD THAT HELD PREVIOUS STANDARD DISK.
 OK0412
 OK0412                          STATION RECOVERY (2023)
 OK0412
 OK0412'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0412'MARK NOT FOUND.  DILIGENT SEARCH SHOWS MARK WAS LIKELY REMOVED DURING
 OK0412'CONSTRUCTION OF NON-MOTORIZED TRAIL SOMETIME BETWEEN 2011 AND 2013.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0811 ***********************************************************************
 NF0811  DESIGNATION -  21 J 1
 NF0811  PID         -  NF0811
 NF0811  STATE/COUNTY-  MI/OTTAWA
 NF0811  COUNTRY     -  US
 NF0811  USGS QUAD   -  ALLENDALE (2017)
 NF0811
 NF0811                         *CURRENT SURVEY CONTROL
 NF0811  ______________________________________________________________________
 NF0811* NAD 83(1986) POSITION- 42 58 33.     (N) 085 55 33.     (W)   SCALED
 NF0811* NAVD 88 ORTHO HEIGHT -   202.415 (meters)      664.09  (feet) ADJUSTED
 NF0811  ______________________________________________________________________
 NF0811  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 NF0811  DYNAMIC HEIGHT  -        202.366 (meters)      663.93  (feet) COMP
 NF0811  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 NF0811
 NF0811  VERT ORDER      -  SECOND    CLASS 0
 NF0811
 NF0811.The horizontal coordinates were scaled from a map and have
 NF0811.an estimated accuracy of +/- 6 seconds.
 NF0811
 NF0811.The orthometric height was determined by differential leveling and
 NF0811.adjusted by the NATIONAL GEODETIC SURVEY
 NF0811.in June 1991.
 NF0811
 NF0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0811.GEOID18 height accuracy estimate available here.
 NF0811
 NF0811.Click photographs - Photos may exist for this station.
 NF0811
 NF0811.The dynamic height is computed by dividing the NAVD 88
 NF0811.geopotential number by the normal gravity value computed on the
 NF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0811.degrees latitude (g = 980.6199 gals.).
 NF0811
 NF0811.The modeled gravity was interpolated from observed gravity values.
 NF0811
 NF0811;                    North         East    Units  Estimated Accuracy
 NF0811;SPC MI S     -   165,110.    3,872,830.      MT  (+/- 180 meters Scaled)
 NF0811
 NF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN875586(NAD 83)
 NF0811
 NF0811                          SUPERSEDED SURVEY CONTROL
 NF0811
 NF0811  NGVD 29 (??/??/92)  202.557  (m)          664.56   (f) ADJ UNCH    2 0
 NF0811
 NF0811.Superseded values are not recommended for survey control.
 NF0811
 NF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0811.See file dsdata.pdf to determine how the superseded data were derived.
 NF0811
 NF0811_MARKER: DD = SURVEY DISK
 NF0811_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0811_STAMPING: 21 J 1 1934
 NF0811_MARK LOGO: CGS+SS
 NF0811_PROJECTION: PROJECTING
 NF0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0811+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 NF0811
 NF0811  HISTORY     - Date     Condition        Report By
 NF0811  HISTORY     - 1934     MONUMENTED       MIGS
 NF0811  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0811  HISTORY     - 19900328 GOOD             MIDT
 NF0811  HISTORY     - 19940101 GOOD             LOCENG
 NF0811  HISTORY     - 20041027 GOOD             INDIV
 NF0811  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0811
 NF0811                          STATION DESCRIPTION
 NF0811
 NF0811'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0811'1.2 MI E FROM PEARLINE.
 NF0811'1.2 MILES EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0811'COUNTY, 0.2 MILE NORTH OF PEARLINE, IN ALLENDALE TOWNSHIP,
 NF0811'ABOUT 0.25 MILE NORTH AND 700 FEET WEST OF THE SOUTHEAST CORNER
 NF0811'OF SEC. 23, T. 7 N., R. 14 W., WEST OF THE HOME OF R. HORNSTRA,
 NF0811'29.6 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 1.5 FEET WEST
 NF0811'OF THE NORTH-AND-SOUTH FENCE.  A STATE SURVEY STANDARD DISK,
 NF0811'STAMPED 21 J 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0811'ABOUT 6 INCHES ABOVE GROUND.
 NF0811
 NF0811                          STATION RECOVERY (1990)
 NF0811
 NF0811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0811'RECOVERED AS DESCRIBED.
 NF0811
 NF0811                          STATION RECOVERY (1994)
 NF0811
 NF0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (MRO)
 NF0811'RECOVERED IN GOOD CONDITION.  NOTE--56TH AND M-45 ALLENOAE, 1320 FEET
 NF0811'(402.3 M) N, 700 FEET (213.4 M) WEST OF THE CENTERLINE OF CROSSROAD
 NF0811'AND THE SOUTHEAST CORNER OF SECTION 23, T-7-N, R-14-W, ALLENDALE
 NF0811'TOWNSHIP, 29.6 FEET (9.0 M) NORTH OF EAST-WEST FENCELINE AND 1.5 FEET
 NF0811'WEST OF NORTH-SOUTH FENCE BEHIND HOUSE NUMBER 11413, 56TH AVENUE, 0.5
 NF0811'FOOT ABOVE GROUND. RECOVERY BY MIKE OELE.
 NF0811
 NF0811                          STATION RECOVERY (2004)
 NF0811
 NF0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0811'1 FOOT ABOVE GRADE, NO N-S FENCE, 5 FEET NE OF NE CORNER OF WOOD SHED
 NF0811'40 FEET E OF SE CORNER OF HOUSE NO. 11412, 29.6 FEET N OF E-W FENCE
 NF0811'LOCATION FROM M-45, GO NORTH ON ROSSWOOD 0.3 MILES, THEN EAST ON
 NF0811'CRABTREE 0.07 MILES, THEN SOUTH ON CAMERON TO HOUSE NO. 11412.
 NF0811'MONUMENT IS BEHIND HOUSE.
 NF0811
 NF0811                          STATION RECOVERY (2012)
 NF0811
 NF0811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0811'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0810 ***********************************************************************
 NF0810  DESIGNATION -  21 K 1
 NF0810  PID         -  NF0810
 NF0810  STATE/COUNTY-  MI/OTTAWA
 NF0810  COUNTRY     -  US
 NF0810  USGS QUAD   -  ALLENDALE (2017)
 NF0810
 NF0810                         *CURRENT SURVEY CONTROL
 NF0810  ______________________________________________________________________
 NF0810* NAD 83(1986) POSITION- 42 58 19.     (N) 085 56 38.     (W)   SCALED
 NF0810* NAVD 88 ORTHO HEIGHT -   200.466 (meters)      657.70  (feet) ADJUSTED
 NF0810  ______________________________________________________________________
 NF0810  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 NF0810  DYNAMIC HEIGHT  -        200.418 (meters)      657.54  (feet) COMP
 NF0810  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 NF0810
 NF0810  VERT ORDER      -  SECOND    CLASS 0
 NF0810
 NF0810.The horizontal coordinates were scaled from a map and have
 NF0810.an estimated accuracy of +/- 6 seconds.
 NF0810
 NF0810.The orthometric height was determined by differential leveling and
 NF0810.adjusted by the NATIONAL GEODETIC SURVEY
 NF0810.in June 1991.
 NF0810
 NF0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0810.GEOID18 height accuracy estimate available here.
 NF0810
 NF0810.Click photographs - Photos may exist for this station.
 NF0810
 NF0810.The dynamic height is computed by dividing the NAVD 88
 NF0810.geopotential number by the normal gravity value computed on the
 NF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0810.degrees latitude (g = 980.6199 gals.).
 NF0810
 NF0810.The modeled gravity was interpolated from observed gravity values.
 NF0810
 NF0810;                    North         East    Units  Estimated Accuracy
 NF0810;SPC MI S     -   164,710.    3,871,350.      MT  (+/- 180 meters Scaled)
 NF0810
 NF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN861582(NAD 83)
 NF0810
 NF0810                          SUPERSEDED SURVEY CONTROL
 NF0810
 NF0810  NGVD 29 (??/??/92)  200.608  (m)          658.16   (f) ADJ UNCH    2 0
 NF0810
 NF0810.Superseded values are not recommended for survey control.
 NF0810
 NF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0810.See file dsdata.pdf to determine how the superseded data were derived.
 NF0810
 NF0810_MARKER: DD = SURVEY DISK
 NF0810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NF0810_STAMPING: 21 K 1
 NF0810_MARK LOGO: CGS+SS
 NF0810_PROJECTION: PROJECTING
 NF0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0810
 NF0810  HISTORY     - Date     Condition        Report By
 NF0810  HISTORY     - 1934     MONUMENTED       MIGS
 NF0810  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0810  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0810  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NF0810
 NF0810                          STATION DESCRIPTION
 NF0810
 NF0810'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0810'0.5 MI E FROM ALLENDALE.
 NF0810'0.5 MILE EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0810'COUNTY, IN ALLENDALE TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4
 NF0810'SEC. 27, T. 7 N., R. 14 W., IN THE SOUTHEAST CORNER OF THE
 NF0810'EBENHAEZER SCHOOL YARD, 28 FEET SOUTHEAST OF THE SCHOOLHOUSE,
 NF0810'29.5 FEET WEST OF THE CENTERLINE OF A ROAD, 62.5 FEET WEST OF
 NF0810'A 22-INCH FIR TREE, AND 59.3 FEET WEST OF A 12-INCH FIR TREE.
 NF0810'A STATE SURVEY STANDARD DISK, STAMPED 21 K 1 AND SET IN THE
 NF0810'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0810
 NF0810                          STATION RECOVERY (2004)
 NF0810
 NF0810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0810'MARK NOT FOUND.
 NF0810
 NF0810                          STATION RECOVERY (2012)
 NF0810
 NF0810'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NF0810'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0469 ***********************************************************************
 OJ0469  DESIGNATION -  21 KEE
 OJ0469  PID         -  OJ0469
 OJ0469  STATE/COUNTY-  MI/HURON
 OJ0469  COUNTRY     -  US
 OJ0469  USGS QUAD   -  BAY PORT WEST (2017)
 OJ0469
 OJ0469                         *CURRENT SURVEY CONTROL
 OJ0469  ______________________________________________________________________
 OJ0469* NAD 83(1986) POSITION- 43 49 00.     (N) 083 22 36.     (W)   SCALED
 OJ0469* NAVD 88 ORTHO HEIGHT -   182.339 (meters)      598.22  (feet) ADJUSTED
 OJ0469  ______________________________________________________________________
 OJ0469  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 OJ0469  DYNAMIC HEIGHT  -        182.309 (meters)      598.13  (feet) COMP
 OJ0469  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 OJ0469
 OJ0469  VERT ORDER      -  FIRST     CLASS 0
 OJ0469
 OJ0469.The horizontal coordinates were scaled from a map and have
 OJ0469.an estimated accuracy of +/- 6 seconds.
 OJ0469
 OJ0469.The orthometric height was determined by differential leveling and
 OJ0469.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0469.in June 1991.
 OJ0469
 OJ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0469.GEOID18 height accuracy estimate available here.
 OJ0469
 OJ0469.Click photographs - Photos may exist for this station.
 OJ0469
 OJ0469.The dynamic height is computed by dividing the NAVD 88
 OJ0469.geopotential number by the normal gravity value computed on the
 OJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0469.degrees latitude (g = 980.6199 gals.).
 OJ0469
 OJ0469.The modeled gravity was interpolated from observed gravity values.
 OJ0469
 OJ0469;                    North         East    Units  Estimated Accuracy
 OJ0469;SPC MI S     -   257,810.    4,079,650.      MT  (+/- 180 meters Scaled)
 OJ0469
 OJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ088542(NAD 83)
 OJ0469
 OJ0469                          SUPERSEDED SURVEY CONTROL
 OJ0469
 OJ0469.No superseded survey control is available for this station.
 OJ0469
 OJ0469_MARKER: DD = SURVEY DISK
 OJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0469_STAMPING: 21 KEE 1969 599
 OJ0469_MARK LOGO: USGS
 OJ0469_PROJECTION: FLUSH
 OJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0469+STABILITY: SURFACE MOTION
 OJ0469
 OJ0469  HISTORY     - Date     Condition        Report By
 OJ0469  HISTORY     - 1969     MONUMENTED       USGS
 OJ0469  HISTORY     - 1976     GOOD             NOS
 OJ0469  HISTORY     - 19980530 GOOD             USPSQD
 OJ0469
 OJ0469                          STATION DESCRIPTION
 OJ0469
 OJ0469'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0469'2.4 MI SOUTH FROM BAYPORT.
 OJ0469'2.4 MILES SOUTH ALONG HIGHWAY M 25 FROM THE POST OFFICE AT BAYPORT AT
 OJ0469'THE SOUTHWEST CORNER OF THE INTERSECTION OF WEALE ROAD, 36 FT. SOUTH
 OJ0469'CENTERLINE OF THE ROAD, 31 FEET WEST CENTERLINE OF HIGHWAY, NEAR
 OJ0469'CENTER OF HEADWALL OF A CONCRETE BOX CULVERT, BEING HIGHEST POINT
 OJ0469'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0469
 OJ0469                          STATION RECOVERY (1998)
 OJ0469
 OJ0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0413 ***********************************************************************
 OK0413  DESIGNATION -  21 L
 OK0413  PID         -  OK0413
 OK0413  STATE/COUNTY-  MI/OTTAWA
 OK0413  COUNTRY     -  US
 OK0413  USGS QUAD   -  MARNE (2017)
 OK0413
 OK0413                         *CURRENT SURVEY CONTROL
 OK0413  ______________________________________________________________________
 OK0413* NAD 83(1986) POSITION- 43 02 21.72   (N) 085 49 32.86   (W)   HD_HELD1
 OK0413* NAVD 88 ORTHO HEIGHT -   206.862 (meters)      678.68  (feet) ADJUSTED
 OK0413  ______________________________________________________________________
 OK0413  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 OK0413  DYNAMIC HEIGHT  -        206.810 (meters)      678.51  (feet) COMP
 OK0413  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 OK0413
 OK0413  VERT ORDER      -  SECOND    CLASS 0
 OK0413
 OK0413.The horizontal coordinates were determined by differentially corrected
 OK0413.hand held GPS observations or other comparable positioning techniques
 OK0413.and have an estimated accuracy of +/- 3 meters.
 OK0413
 OK0413.The orthometric height was determined by differential leveling and
 OK0413.adjusted by the NATIONAL GEODETIC SURVEY
 OK0413.in June 1991.
 OK0413
 OK0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0413.GEOID18 height accuracy estimate available here.
 OK0413
 OK0413.Click photographs - Photos may exist for this station.
 OK0413
 OK0413.The dynamic height is computed by dividing the NAVD 88
 OK0413.geopotential number by the normal gravity value computed on the
 OK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0413.degrees latitude (g = 980.6199 gals.).
 OK0413
 OK0413.The modeled gravity was interpolated from observed gravity values.
 OK0413
 OK0413;                    North         East    Units  Estimated Accuracy
 OK0413;SPC MI S     -   172,019.7   3,881,113.9     MT  (+/- 3 meters HH1 GPS) 
 OK0413
 OK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9564665855(NAD 83)
 OK0413
 OK0413                          SUPERSEDED SURVEY CONTROL
 OK0413
 OK0413  NGVD 29 (??/??/92)  207.001  (m)          679.14   (f) ADJ UNCH    2 0
 OK0413
 OK0413.Superseded values are not recommended for survey control.
 OK0413
 OK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0413.See file dsdata.pdf to determine how the superseded data were derived.
 OK0413
 OK0413_MARKER: DD = SURVEY DISK
 OK0413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0413_STAMPING: 21 L
 OK0413_MARK LOGO: CGS+SS
 OK0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0413+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2025
 OK0413
 OK0413  HISTORY     - Date     Condition        Report By
 OK0413  HISTORY     - 1933     MONUMENTED       MIGS
 OK0413  HISTORY     - 1941     GOOD             CGS
 OK0413  HISTORY     - 1984     GOOD             USPSQD
 OK0413  HISTORY     - 1987     GOOD             USPSQD
 OK0413  HISTORY     - 20051201 POOR             INDIV
 OK0413  HISTORY     - 20230427 GOOD             WILWRK
 OK0413  HISTORY     - 20250711 GOOD             MIDT
 OK0413
 OK0413                          STATION DESCRIPTION
 OK0413
 OK0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0413'AT MARNE.
 OK0413'AT MARNE, OTTAWA COUNTY, 500 FEET WEST OF THE GRAND TRUNK
 OK0413'WESTERN RAILROAD STATION, 33 FEET SOUTH OF THE SOUTH RAIL, 7
 OK0413'FEET WEST OF THE WEST FENCE ON COUNTY HIGHWAY 661, AND 5 FEET
 OK0413'NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STATE SURVEY
 OK0413'STANDARD DISK, STAMPED 21 L 1933 AND SET IN THE TOP OF A
 OK0413'CONCRETE POST.
 OK0413
 OK0413                          STATION RECOVERY (1984)
 OK0413
 OK0413'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0413'ABOUT 5' ABOVE GROUND, 8 FEET EAST OF BELL TEL. CO. BURIED CABLE
 OK0413'PILLAR.
 OK0413
 OK0413                          STATION RECOVERY (1987)
 OK0413
 OK0413'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0413'RECOVERED IN GOOD CONDITION.
 OK0413
 OK0413                          STATION RECOVERY (2005)
 OK0413
 OK0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0413'STAMPED STATION NO. 21L. STAMPING DOES NOT INCLUDE 1933 AS PER
 OK0413'PREVIOUS NGS DATA SHEET RETRIEVED ON-LINE FROM NGS WEB SITE. MONUMENT
 OK0413'AND BASE INTACT BUT LEANING NORTHERLY.
 OK0413
 OK0413                          STATION RECOVERY (2023)
 OK0413
 OK0413'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0413'RECOVERED AS DESCRIBED.  POST IS FIRM BUT LEANS ABOUT 10 DEGREES, SO
 OK0413'ELEVATION MAY BE COMPROMISED.  MARK IS NEXT TO SIGN POST FOR HOMESTEAD
 OK0413'TIMBERS.  THE SIGN NEEDS TO BE REMOVED FROM POST FOR OCCUPATION WITH A
 OK0413'TRIPOD, BUT THAT MAY BE UNNECESSARY IF OBSERVING WITH POLE AND BIPOD.
 OK0413
 OK0413                          STATION RECOVERY (2025)
 OK0413
 OK0413'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0414 ***********************************************************************
 OK0414  DESIGNATION -  21 M
 OK0414  PID         -  OK0414
 OK0414  STATE/COUNTY-  MI/OTTAWA
 OK0414  COUNTRY     -  US
 OK0414  USGS QUAD   -  MARNE (2017)
 OK0414
 OK0414                         *CURRENT SURVEY CONTROL
 OK0414  ______________________________________________________________________
 OK0414* NAD 83(1986) POSITION- 43 02 35.     (N) 085 50 31.     (W)   SCALED
 OK0414* NAVD 88 ORTHO HEIGHT -   215.102 (meters)      705.71  (feet) ADJUSTED
 OK0414  ______________________________________________________________________
 OK0414  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 OK0414  DYNAMIC HEIGHT  -        215.049 (meters)      705.54  (feet) COMP
 OK0414  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 OK0414
 OK0414  VERT ORDER      -  SECOND    CLASS 0
 OK0414
 OK0414.The horizontal coordinates were scaled from a map and have
 OK0414.an estimated accuracy of +/- 6 seconds.
 OK0414
 OK0414.The orthometric height was determined by differential leveling and
 OK0414.adjusted by the NATIONAL GEODETIC SURVEY
 OK0414.in June 1991.
 OK0414
 OK0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0414.GEOID18 height accuracy estimate available here.
 OK0414
 OK0414.Click photographs - Photos may exist for this station.
 OK0414
 OK0414.The dynamic height is computed by dividing the NAVD 88
 OK0414.geopotential number by the normal gravity value computed on the
 OK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0414.degrees latitude (g = 980.6199 gals.).
 OK0414
 OK0414.The modeled gravity was interpolated from observed gravity values.
 OK0414
 OK0414;                    North         East    Units  Estimated Accuracy
 OK0414;SPC MI S     -   172,450.    3,879,810.      MT  (+/- 180 meters Scaled)
 OK0414
 OK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN943662(NAD 83)
 OK0414
 OK0414                          SUPERSEDED SURVEY CONTROL
 OK0414
 OK0414  NGVD 29 (??/??/92)  215.241  (m)          706.17   (f) ADJ UNCH    2 0
 OK0414
 OK0414.Superseded values are not recommended for survey control.
 OK0414
 OK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0414.See file dsdata.pdf to determine how the superseded data were derived.
 OK0414
 OK0414_MARKER: DD = SURVEY DISK
 OK0414_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0414_STAMPING: 21 M
 OK0414_MARK LOGO: CGS+SS
 OK0414_PROJECTION: PROJECTING
 OK0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0414+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2023
 OK0414
 OK0414  HISTORY     - Date     Condition        Report By
 OK0414  HISTORY     - 1933     MONUMENTED       MIGS
 OK0414  HISTORY     - 1941     GOOD             CGS
 OK0414  HISTORY     - 1984     GOOD             USPSQD
 OK0414  HISTORY     - 1990     GOOD             USPSQD
 OK0414  HISTORY     - 20051201 GOOD             INDIV
 OK0414  HISTORY     - 20080426 GOOD             JCLS
 OK0414  HISTORY     - 20121018 GOOD             WOOLPT
 OK0414  HISTORY     - 20121022 GOOD             WOOLPT
 OK0414  HISTORY     - 20230427 GOOD             WILWRK
 OK0414
 OK0414                          STATION DESCRIPTION
 OK0414
 OK0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0414'1 MI N FROM MARNE.
 OK0414'1.0 MILE NORTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0414'STATION AT MARNE, OTTAWA COUNTY, IN THE NORTH QUADRANT OF A
 OK0414'ROAD CROSSING AT CHURCH CORNERS, 20 YARDS NORTHEAST OF THE
 OK0414'CENTERLINE AND AT THE MIDDLE OF THE TANGENT OF A CURVE OF U.S.
 OK0414'HIGHWAY 16, 40 FEET NORTH OF CONSUMERS POWER COMPANY POLE 847,
 OK0414'AND 30 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD
 OK0414'DISK, STAMPED 21 M 1933 AND SET IN THE TOP OF A CONCRETE POST
 OK0414'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0414
 OK0414                          STATION RECOVERY (1984)
 OK0414
 OK0414'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0414'BENCH MARK LOCATED ON SLIGHT RISE ABOUT 124 FEET EAST OF POWER POLE
 OK0414'WITH NUMBER '80' ON CROSS ARM, APPROXIMATELY 217 FEET WEST-NORTHWEST
 OK0414'OF 22 MILE MARKER OF WEST BOUND TRAFFIC LANE OF U.S. INTERSTATE
 OK0414'HIGHWAY 96, AND 8 FEET NORTH OF HIGHWAY FENCE.
 OK0414
 OK0414                          STATION RECOVERY (1990)
 OK0414
 OK0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (DMW)
 OK0414'RECOVERED IN GOOD CONDITION.
 OK0414
 OK0414                          STATION RECOVERY (2005)
 OK0414
 OK0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0414'STAMPED STATION NO. 21M. STAMPING DOES NOT INCLUDE 1933 AS PER
 OK0414'PREVIOUS NGS DATA SHEET RETRIEVED ON-LINE FROM NGS WEB SITE.
 OK0414
 OK0414                          STATION RECOVERY (2008)
 OK0414
 OK0414'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 OK0414'RECOVERED IN GOOD CONDITION.
 OK0414
 OK0414                          STATION RECOVERY (2012)
 OK0414
 OK0414'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 OK0414'RECOVERED IN GOOD CONDITION.
 OK0414
 OK0414                          STATION RECOVERY (2012)
 OK0414
 OK0414'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 OK0414'RECOVERED IN GOOD CONDITION.
 OK0414
 OK0414                          STATION RECOVERY (2023)
 OK0414
 OK0414'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0414'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.  MODERATE DECIDUOUS
 OK0414'TREE COVER MEANS SATELLITE USE MAY BE MARGINAL.  MARK IS SOUTH OF
 OK0414'RAILROAD TRACK IN RAILROAD RIGHT-OF-WAY, NORTH OF I-96 HIGHWAY FENCE,
 OK0414'ON SLIGHT RISE.  AN OLD WITNESS, A POWER POLE WITH NUMBER "80" ON
 OK0414'CROSS ARM, IS NO LONGER PRESENT.  MARK IS ABOUT 170 FT (51.8 M)
 OK0414'EAST-SOUTHEAST OF "ROAD ENDS" SIGN NORTH OF TRACKS, ABOUT 180 FT (54.9
 OK0414'M) EAST OF "STATION ONE MILE" SIGN SOUTH OF TRACKS AND ABOUT 25 FT
 OK0414'(7.6 M) SOUTH OF A WHITE PAINTED POST WHICH IS ABOUT 10 FT (3.0 M)
 OK0414'SOUTH OF SOUTHERLY RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1292 ***********************************************************************
 RJ1292  DESIGNATION -  21 R C5W 009
 RJ1292  PID         -  RJ1292
 RJ1292  STATE/COUNTY-  MI/CHIPPEWA
 RJ1292  COUNTRY     -  US
 RJ1292  USGS QUAD   -  OAK RIDGE (2017)
 RJ1292
 RJ1292                         *CURRENT SURVEY CONTROL
 RJ1292  ______________________________________________________________________
 RJ1292* NAD 83(1994) POSITION- 46 21 04.16093(N) 084 13 14.58994(W)   ADJUSTED
 RJ1292* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON3
 RJ1292  ______________________________________________________________________
 RJ1292  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 RJ1292  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 RJ1292  HORZ ORDER      -  SECOND
 RJ1292
 RJ1292.The horizontal coordinates were established by classical geodetic methods
 RJ1292.and adjusted by the National Geodetic Survey in February 1997.
 RJ1292
 RJ1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1292
 RJ1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1292.GEOID18 height accuracy estimate available here.
 RJ1292
 RJ1292.Click photographs - Photos may exist for this station.
 RJ1292
 RJ1292.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1292
 RJ1292. The following values were computed from the NAD 83(1994) position.
 RJ1292
 RJ1292;                    North         East     Units Scale Factor Converg.
 RJ1292;SPC MI N     -   178,003.742 8,213,861.770   MT  0.99990349   +2 00 31.8
 RJ1292;SPC MI N     -   584,001.78 26,948,365.39   iFT  0.99990349   +2 00 31.8
 RJ1292;UTM  16      - 5,136,818.722   713,836.810   MT  1.00016212   +2 00 42.5
 RJ1292
 RJ1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1292!SPC MI N     -   0.99997785  x   0.99990349  =   0.99988134
 RJ1292!UTM  16      -   0.99997785  x   1.00016212  =   1.00013996
 RJ1292
 RJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1383636818(NAD 83)
 RJ1292
 RJ1292                          SUPERSEDED SURVEY CONTROL
 RJ1292
 RJ1292  NAD 83(1986)-  46 21 04.15493(N)    084 13 14.58812(W) AD(       ) 2
 RJ1292  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1292
 RJ1292.Superseded values are not recommended for survey control.
 RJ1292
 RJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1292.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1292
 RJ1292_MARKER: DS = TRIANGULATION STATION DISK
 RJ1292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1292+WITH SETTING: INFORMATION.
 RJ1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1292
 RJ1292  HISTORY     - Date     Condition        Report By
 RJ1292  HISTORY     - 1988     MONUMENTED       USACE
 RJ1292
 RJ1292                          STATION DESCRIPTION
 RJ1292
 RJ1292'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1292'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) SOUTHEAST OF SAULT STE
 RJ1292'MARIE, 32.0 KM (19.9 MI) EAST-NORTHEAST OF RUDYARD, 47.0 KM (29.2 MI)
 RJ1292'NORTH-NORTHWEST OF DETOUR VILLAGE ON THE WEST SHORE OF LAKE NICOLET,
 RJ1292'PART OF GOVT LOT 3, SEC 30, T46N-R2E.
 RJ1292'OWNERSHIP---EDWIN A. BOND
 RJ1292'
 RJ1292'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1292'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1292'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1292'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1292'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1292'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1292'BOAT ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 15 MINUTES TO THE
 RJ1292'WEST SIDE OF LAKE NICOLET WHERE THE STATION IS LOCATED.
 RJ1292'
 RJ1292'THE STATION IS A STANDARD COE DISK,
 RJ1292'THAT IS STAMPED---C5W-009 1988---, SET INTO A PVC SLEEVE
 RJ1292'AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1292'28.0 METERS (92 FT) NORTH FROM THE CHANNEL AND 45.7 METERS (150 FT)
 RJ1292'WEST FROM THE RIVER.
 RJ1292'
 RJ1292'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0415 ***********************************************************************
 OK0415  DESIGNATION -  21 Z
 OK0415  PID         -  OK0415
 OK0415  STATE/COUNTY-  MI/KENT
 OK0415  COUNTRY     -  US
 OK0415  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0415
 OK0415                         *CURRENT SURVEY CONTROL
 OK0415  ______________________________________________________________________
 OK0415* NAD 83(1986) POSITION- 43 00 54.     (N) 085 42 34.     (W)   SCALED
 OK0415* NAVD 88 ORTHO HEIGHT -   243.909 (meters)      800.22  (feet) ADJUSTED
 OK0415  ______________________________________________________________________
 OK0415  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 OK0415  DYNAMIC HEIGHT  -        243.848 (meters)      800.02  (feet) COMP
 OK0415  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 OK0415
 OK0415  VERT ORDER      -  SECOND    CLASS 0
 OK0415
 OK0415.The horizontal coordinates were scaled from a map and have
 OK0415.an estimated accuracy of +/- 6 seconds.
 OK0415
 OK0415.The orthometric height was determined by differential leveling and
 OK0415.adjusted by the NATIONAL GEODETIC SURVEY
 OK0415.in June 1991.
 OK0415
 OK0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0415.GEOID18 height accuracy estimate available here.
 OK0415
 OK0415.Click photographs - Photos may exist for this station.
 OK0415
 OK0415.The dynamic height is computed by dividing the NAVD 88
 OK0415.geopotential number by the normal gravity value computed on the
 OK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0415.degrees latitude (g = 980.6199 gals.).
 OK0415
 OK0415.The modeled gravity was interpolated from observed gravity values.
 OK0415
 OK0415;                    North         East    Units  Estimated Accuracy
 OK0415;SPC MI S     -   169,160.    3,890,550.      MT  (+/- 180 meters Scaled)
 OK0415
 OK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN051632(NAD 83)
 OK0415
 OK0415                          SUPERSEDED SURVEY CONTROL
 OK0415
 OK0415  NGVD 29 (??/??/92)  244.046  (m)          800.67   (f) ADJ UNCH    2 0
 OK0415
 OK0415.Superseded values are not recommended for survey control.
 OK0415
 OK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0415.See file dsdata.pdf to determine how the superseded data were derived.
 OK0415
 OK0415_MARKER: DD = SURVEY DISK
 OK0415_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OK0415_STAMPING: 21 Z
 OK0415_MARK LOGO: CGS+SS
 OK0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0415
 OK0415  HISTORY     - Date     Condition        Report By
 OK0415  HISTORY     - 1934     MONUMENTED       MIGS
 OK0415  HISTORY     - 1941     GOOD             CGS
 OK0415  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0415
 OK0415                          STATION DESCRIPTION
 OK0415
 OK0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0415'3 MI SW FROM COMSTOCK PARK.
 OK0415'3.0 MILES SOUTHWEST ALONG A ROAD FROM COMSTOCK PARK, KENT COUNTY,
 OK0415'1.0 MILE NORTH AND 1.0 MILE WEST OF THE CROSSING OF THE GRAND
 OK0415'TRUNK WESTER RAILROAD AND THE NORTH CITY LIMITS OF GRAND RAPIDS,
 OK0415'IN WALKER TOWNSHIP, IN THE SOUTHWEST CORNER OF SEC. 2, T. 7 N.,
 OK0415'R. 12 W., 392 FEET EAST AND 53 FEET NORTH OF THE CORNER COMMON
 OK0415'TO SECS. 2, 3, 10, AND 11, ON THE NORTH SIDE OF NORTH BELT
 OK0415'LINE ROAD M 144, 78.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OK0415'OF A BARN, 16 FEET SOUTHEAST OF A 3 INCH APPLE TREE.  A STATE
 OK0415'SURVEY STANDARD DISK, STAMPED 21 Z AND SET IN THE TOP OF A
 OK0415'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OK0415
 OK0415                          STATION RECOVERY (1984)
 OK0415
 OK0415'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5406 ***********************************************************************
 AA5406  DESIGNATION -  21062
 AA5406  PID         -  AA5406
 AA5406  STATE/COUNTY-  MI/OAKLAND
 AA5406  COUNTRY     -  US
 AA5406  USGS QUAD   -  KENT LAKE (2017)
 AA5406
 AA5406                         *CURRENT SURVEY CONTROL
 AA5406  ______________________________________________________________________
 AA5406* NAD 83(2011) POSITION- 42 30 53.07696(N) 083 39 22.60128(W)   ADJUSTED
 AA5406* NAD 83(2011) ELLIP HT-   242.853 (meters)        (06/27/12)   ADJUSTED
 AA5406* NAD 83(2011) EPOCH   -  2010.00
 AA5406* NAVD 88 ORTHO HEIGHT -   276.4   (meters)      907.    (feet) GPS OBS
 AA5406  ______________________________________________________________________
 AA5406  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5406  GEOID HEIGHT    -         -33.42 (meters)                     GEOID93
 AA5406  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 AA5406  NAD 83(2011) X  -    520,280.453 (meters)                     COMP
 AA5406  NAD 83(2011) Y  - -4,679,896.969 (meters)                     COMP
 AA5406  NAD 83(2011) Z  -  4,288,086.190 (meters)                     COMP
 AA5406  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 AA5406
 AA5406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5406  Standards:
 AA5406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5406  -------------------------------------------------------------------
 AA5406  NETWORK    0.85   0.94           0.38   0.31   0.48      0.05101129
 AA5406  -------------------------------------------------------------------
 AA5406  Click here for local accuracies and other accuracy information.
 AA5406
 AA5406.The horizontal coordinates were established by GPS observations
 AA5406.and adjusted by the National Geodetic Survey in June 2012.
 AA5406
 AA5406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5406.been affixed to the stable North American tectonic plate. See 
 AA5406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5406
 AA5406.The horizontal coordinates are valid at the epoch date displayed above
 AA5406.which is a decimal equivalence of Year/Month/Day.
 AA5406
 AA5406.The orthometric height was determined by GPS observations and a
 AA5406.high-resolution geoid model.
 AA5406
 AA5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5406.GEOID18 height accuracy estimate available here.
 AA5406
 AA5406.Click photographs - Photos may exist for this station.
 AA5406
 AA5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5406
 AA5406.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5406
 AA5406.The ellipsoidal height was determined by GPS observations
 AA5406.and is referenced to NAD 83.
 AA5406
 AA5406. The following values were computed from the NAD 83(2011) position.
 AA5406
 AA5406;                    North         East     Units Scale Factor Converg.
 AA5406;SPC MI S     -   112,961.389 4,058,374.598   MT  0.99992764   +0 29 00.4
 AA5406;SPC MI S     -   370,608.23 13,314,877.29   iFT  0.99992764   +0 29 00.4
 AA5406;UTM  17      - 4,710,349.730   281,788.278   MT  1.00018588   -1 47 44.8
 AA5406
 AA5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5406!SPC MI S     -   0.99996191  x   0.99992764  =   0.99988956
 AA5406!UTM  17      -   0.99996191  x   1.00018588  =   1.00014779
 AA5406
 AA5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8178810349(NAD 83)
 AA5406
 AA5406                          SUPERSEDED SURVEY CONTROL
 AA5406
 AA5406  NAD 83(2007)-  42 30 53.07715(N)    083 39 22.60183(W) AD(2002.00) 0
 AA5406  ELLIP H (02/10/07)  242.846  (m)                       GP(2002.00)    
 AA5406  ELLIP H (07/12/02)  242.863  (m)                       GP(       ) 4 1
 AA5406  NAD 83(1994)-  42 30 53.07704(N)    083 39 22.60140(W) AD(       ) 1
 AA5406  ELLIP H (02/03/97)  242.912  (m)                       GP(       ) 4 1
 AA5406  NAD 83(1986)-  42 30 53.08055(N)    083 39 22.62997(W) AD(       ) 1
 AA5406
 AA5406.Superseded values are not recommended for survey control.
 AA5406
 AA5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5406.See file dsdata.pdf to determine how the superseded data were derived.
 AA5406
 AA5406_MARKER: DD = SURVEY DISK
 AA5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5406_STAMPING: 21062
 AA5406_MARK LOGO: MI-125
 AA5406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5406+STABILITY: SURFACE MOTION
 AA5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5406+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5406
 AA5406  HISTORY     - Date     Condition        Report By
 AA5406  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5406  HISTORY     - 20020601 GOOD             INDIV
 AA5406  HISTORY     - 20050831 MARK NOT FOUND   ADVGEO
 AA5406
 AA5406                          STATION DESCRIPTION
 AA5406
 AA5406'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5406'INTERSTATE 96 TO EXIT 153 (KENT LAKE ROAD EXIT), THENCE SOUTH 0.1
 AA5406'MILES (0.2 KM) ALONG KENT LAKE ROAD TO THE MONUMENT AT THE WEST SIDE
 AA5406'OF KENT LAKE ROAD.  THE MONUMENT IS 66.5 FEET (20.3 M) WEST OF THE
 AA5406'CENTERLINE OF KENT LAKE ROAD, 65.6 FEET (20.0 M) SOUTH OF A 36 INCH
 AA5406'OAK TREE, 200 FEET (61.0 M) SOUTH OF THE CENTERLINE OF GRAND RIVER
 AA5406'AVENUE, AND 1 FEET (0.3 M) HIGHER THAN KENT LAKE ROAD.
 AA5406
 AA5406                          STATION RECOVERY (2002)
 AA5406
 AA5406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5406'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5406'FOUND THIS CORNER TO BE GOOD.
 AA5406
 AA5406                          STATION RECOVERY (2005)
 AA5406
 AA5406'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA5406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0053 ***********************************************************************
 RH0053  DESIGNATION -  211
 RH0053  PID         -  RH0053
 RH0053  STATE/COUNTY-  MI/CHIPPEWA
 RH0053  COUNTRY     -  US
 RH0053  USGS QUAD   -  LIME ISLAND (2017)
 RH0053
 RH0053                         *CURRENT SURVEY CONTROL
 RH0053  ______________________________________________________________________
 RH0053* NAD 83(1994) POSITION- 46 04 29.97690(N) 083 58 34.58716(W)   ADJUSTED
 RH0053* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RH0053  ______________________________________________________________________
 RH0053  GEOID HEIGHT    -        -36.698 (meters)                     GEOID18
 RH0053  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 RH0053  HORZ ORDER      -  THIRD
 RH0053
 RH0053.The horizontal coordinates were established by classical geodetic methods
 RH0053.and adjusted by the National Geodetic Survey in February 1997.
 RH0053
 RH0053.The orthometric height was scaled from a topographic map.
 RH0053
 RH0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0053.GEOID18 height accuracy estimate available here.
 RH0053
 RH0053.Click photographs - Photos may exist for this station.
 RH0053
 RH0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0053
 RH0053. The following values were computed from the NAD 83(1994) position.
 RH0053
 RH0053;                    North         East     Units Scale Factor Converg.
 RH0053;SPC MI N     -   148,020.526 8,233,833.259   MT  0.99990954   +2 11 07.9
 RH0053;SPC MI N     -   485,631.65 27,013,888.65   iFT  0.99990954   +2 11 07.9
 RH0053;SPC MI C     -   306,599.542 6,030,203.364   MT  1.00010842   +0 16 32.8
 RH0053;SPC MI C     - 1,005,904.01 19,784,131.77   iFT  1.00010842   +0 16 32.8
 RH0053;UTM  17      - 5,106,687.057   269,855.515   MT  1.00025117   -2 08 40.5
 RH0053;UTM  16      - 5,106,825.555   733,813.619   MT  1.00027210   +2 10 43.7
 RH0053
 RH0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0053!SPC MI N     -   0.99997753  x   0.99990954  =   0.99988707
 RH0053!SPC MI C     -   0.99997753  x   1.00010842  =   1.00008595
 RH0053!UTM  17      -   0.99997753  x   1.00025117  =   1.00022870
 RH0053!UTM  16      -   0.99997753  x   1.00027210  =   1.00024963
 RH0053
 RH0053:                Primary Azimuth Mark                     Grid Az
 RH0053:SPC MI N     -  210                                      030 57 15.9
 RH0053:SPC MI C     -  210                                      032 51 51.0
 RH0053:UTM  17      -  210                                      035 17 04.3
 RH0053:UTM  16      -  210                                      030 57 40.1
 RH0053
 RH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6985506687(NAD 83)
 RH0053
 RH0053|---------------------------------------------------------------------|
 RH0053| PID    Reference Object                     Distance      Geod. Az  |
 RH0053|                                                           dddmmss.s |
 RH0053| RH0050 210                                 APPROX. 2.4 KM 0330823.8 |
 RH0053|---------------------------------------------------------------------|
 RH0053
 RH0053                          SUPERSEDED SURVEY CONTROL
 RH0053
 RH0053  NAD 83(1986)-  46 04 29.96404(N)    083 58 34.58178(W) AD(       ) 3
 RH0053  NAD 27      -  46 04 29.89800(N)    083 58 34.52100(W) AD(       ) 3
 RH0053  USSD        -  46 04 30.63000(N)    083 58 33.72000(W) AD(       ) 3
 RH0053
 RH0053.Superseded values are not recommended for survey control.
 RH0053
 RH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0053.See file dsdata.pdf to determine how the superseded data were derived.
 RH0053
 RH0053_MARKER: DD = SURVEY DISK
 RH0053_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RH0053_PROJECTION: FLUSH
 RH0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0053
 RH0053  HISTORY     - Date     Condition        Report By
 RH0053  HISTORY     - 1894     MONUMENTED       USLS
 RH0053  HISTORY     - 1988     GOOD             NOS
 RH0053
 RH0053                          STATION DESCRIPTION
 RH0053
 RH0053'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RH0053'THE STATION WAS RECOVERED AT THIS DATE.  THE STATIONS GEODETIC
 RH0053'POSITION WAS VERIFIED AT THIS TIME.  HEIGHT OF LIGHT SHOWN WAS 1.50
 RH0053'METERS ABOVE THE MARK.  RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0066 ***********************************************************************
 RH0066  DESIGNATION -  213 LIC+114
 RH0066  PID         -  RH0066
 RH0066  STATE/COUNTY-  MI/CHIPPEWA
 RH0066  COUNTRY     -  US
 RH0066  USGS QUAD   -  LIME ISLAND (2017)
 RH0066
 RH0066                         *CURRENT SURVEY CONTROL
 RH0066  ______________________________________________________________________
 RH0066* NAD 83(1994) POSITION- 46 03 56.07427(N) 083 58 29.35282(W)   ADJUSTED
 RH0066* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RH0066  ______________________________________________________________________
 RH0066  GEOID HEIGHT    -        -36.700 (meters)                     GEOID18
 RH0066  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 RH0066  HORZ ORDER      -  SECOND
 RH0066
 RH0066.The horizontal coordinates were established by classical geodetic methods
 RH0066.and adjusted by the National Geodetic Survey in February 1997.
 RH0066
 RH0066.The orthometric height was scaled from a topographic map.
 RH0066
 RH0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0066.GEOID18 height accuracy estimate available here.
 RH0066
 RH0066.Click photographs - Photos may exist for this station.
 RH0066
 RH0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0066
 RH0066. The following values were computed from the NAD 83(1994) position.
 RH0066
 RH0066;                    North         East     Units Scale Factor Converg.
 RH0066;SPC MI N     -   146,978.903 8,233,985.579   MT  0.99991015   +2 11 11.7
 RH0066;SPC MI N     -   482,214.25 27,014,388.38   iFT  0.99991015   +2 11 11.7
 RH0066;UTM  17      - 5,105,636.549   269,928.784   MT  1.00025076   -2 08 35.5
 RH0066;UTM  16      - 5,105,783.537   733,965.869   MT  1.00027298   +2 10 46.3
 RH0066
 RH0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0066!SPC MI N     -   0.99997675  x   0.99991015  =   0.99988690
 RH0066!UTM  17      -   0.99997675  x   1.00025076  =   1.00022750
 RH0066!UTM  16      -   0.99997675  x   1.00027298  =   1.00024972
 RH0066
 RH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6992805636(NAD 83)
 RH0066
 RH0066                          SUPERSEDED SURVEY CONTROL
 RH0066
 RH0066  NAD 83(1986)-  46 03 56.06243(N)    083 58 29.34603(W) AD(       ) 2
 RH0066
 RH0066.Superseded values are not recommended for survey control.
 RH0066
 RH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0066.See file dsdata.pdf to determine how the superseded data were derived.
 RH0066
 RH0066_MARKER: DS = TRIANGULATION STATION DISK
 RH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0066+STABILITY: SURFACE MOTION
 RH0066
 RH0066  HISTORY     - Date     Condition        Report By
 RH0066  HISTORY     - 1988     MONUMENTED       USACE
 RH0066
 RH0066                          STATION DESCRIPTION
 RH0066
 RH0066'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0066'THE STATION IS LOCATED ABOUT 55.5 KM (34.5 MI) SOUTH-SOUTHEAST OF
 RH0066'SAULT
 RH0066'STE MARIE, 51.7 KM (32.1 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0066'10.1 KM (6.2 MI)
 RH0066'NORTHWEST OF DETOUR VILLAGE ON THE SOUTHWEST PART OF LITTLE LIME
 RH0066'ISLAND, SEC 6, T42N-R4E.
 RH0066'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RH0066'
 RH0066'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RH0066'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RH0066'NORTH RABOR ROAD AND GO 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RH0066'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RH0066'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30 MINUTES ON THE ST MARYS
 RH0066'RIVER TOWARD THE LIME ISLAND PIER, THEN CONTINUE 35 MINUTES ALONG
 RH0066'THE WEST SHORE OF LIME ISLAND PAST THE END OF THE ISLAND TO THE
 RH0066'SMALL ISLAND AND THE STATION ON THE SOUTHWEST SIDE OF LITTLE LIME
 RH0066'ISLAND.
 RH0066'
 RH0066'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---213---,
 RH0066'SET INTO THE TOP OF A 20 CM (8 IN) CONCRETE CYLINDER.
 RH0066'
 RH0066'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5407 ***********************************************************************
 AA5407  DESIGNATION -  21312
 AA5407  PID         -  AA5407
 AA5407  STATE/COUNTY-  MI/OAKLAND
 AA5407  COUNTRY     -  US
 AA5407  USGS QUAD   -  SOUTH LYON (2017)
 AA5407
 AA5407                         *CURRENT SURVEY CONTROL
 AA5407  ______________________________________________________________________
 AA5407* NAD 83(2011) POSITION- 42 26 45.66791(N) 083 39 01.83613(W)   ADJUSTED
 AA5407* NAD 83(2011) ELLIP HT-   247.397 (meters)        (06/27/12)   ADJUSTED
 AA5407* NAD 83(2011) EPOCH   -  2010.00
 AA5407* NAVD 88 ORTHO HEIGHT -   281.018 (meters)      921.97  (feet) ADJUSTED
 AA5407  ______________________________________________________________________
 AA5407  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 AA5407  NAD 83(2011) X  -    521,322.152 (meters)                     COMP
 AA5407  NAD 83(2011) Y  - -4,684,972.081 (meters)                     COMP
 AA5407  NAD 83(2011) Z  -  4,282,458.810 (meters)                     COMP
 AA5407  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AA5407  DYNAMIC HEIGHT  -        280.937 (meters)      921.71  (feet) COMP
 AA5407  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 AA5407
 AA5407  VERT ORDER      -  SECOND    CLASS I
 AA5407
 AA5407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5407  Standards:
 AA5407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5407  -------------------------------------------------------------------
 AA5407  NETWORK    1.14   1.14           0.51   0.41   0.58     -0.04483962
 AA5407  -------------------------------------------------------------------
 AA5407  Click here for local accuracies and other accuracy information.
 AA5407
 AA5407.The horizontal coordinates were established by GPS observations
 AA5407.and adjusted by the National Geodetic Survey in June 2012.
 AA5407
 AA5407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5407.been affixed to the stable North American tectonic plate. See 
 AA5407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5407
 AA5407.The horizontal coordinates are valid at the epoch date displayed above
 AA5407.which is a decimal equivalence of Year/Month/Day.
 AA5407
 AA5407.The orthometric height was determined by differential leveling and
 AA5407.adjusted by the NATIONAL GEODETIC SURVEY
 AA5407.in July 2007.
 AA5407
 AA5407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5407.GEOID18 height accuracy estimate available here.
 AA5407
 AA5407.Click photographs - Photos may exist for this station.
 AA5407
 AA5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5407
 AA5407.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5407
 AA5407.The ellipsoidal height was determined by GPS observations
 AA5407.and is referenced to NAD 83.
 AA5407
 AA5407.The dynamic height is computed by dividing the NAVD 88
 AA5407.geopotential number by the normal gravity value computed on the
 AA5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5407.degrees latitude (g = 980.6199 gals.).
 AA5407
 AA5407.The modeled gravity was interpolated from observed gravity values.
 AA5407
 AA5407. The following values were computed from the NAD 83(2011) position.
 AA5407
 AA5407;                    North         East     Units Scale Factor Converg.
 AA5407;SPC MI S     -   105,332.078 4,058,913.499   MT  0.99993605   +0 29 14.5
 AA5407;SPC MI S     -   345,577.68 13,316,645.34   iFT  0.99993605   +0 29 14.5
 AA5407;UTM  17      - 4,702,703.090   282,023.556   MT  1.00018463   -1 47 22.3
 AA5407
 AA5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5407!SPC MI S     -   0.99996120  x   0.99993605  =   0.99989725
 AA5407!UTM  17      -   0.99996120  x   1.00018463  =   1.00014582
 AA5407
 AA5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8202302703(NAD 83)
 AA5407
 AA5407                          SUPERSEDED SURVEY CONTROL
 AA5407
 AA5407  NAD 83(2007)-  42 26 45.66811(N)    083 39 01.83670(W) AD(2002.00) 0
 AA5407  ELLIP H (02/10/07)  247.393  (m)                       GP(2002.00)    
 AA5407  ELLIP H (07/12/02)  247.414  (m)                       GP(       ) 4 1
 AA5407  NAD 83(1994)-  42 26 45.66796(N)    083 39 01.83633(W) AD(       ) 1
 AA5407  ELLIP H (02/03/97)  247.455  (m)                       GP(       ) 4 1
 AA5407  NAD 83(1986)-  42 26 45.67183(N)    083 39 01.86474(W) AD(       ) 1
 AA5407  NAVD 88 (04/30/95)  281.0    (m)  GEOID93  model used  GPS OBS        
 AA5407
 AA5407.Superseded values are not recommended for survey control.
 AA5407
 AA5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5407.See file dsdata.pdf to determine how the superseded data were derived.
 AA5407
 AA5407_MARKER: DD = SURVEY DISK
 AA5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5407_STAMPING: 21312
 AA5407_MARK LOGO: MI-125
 AA5407_PROJECTION: FLUSH
 AA5407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5407+STABILITY: SURFACE MOTION
 AA5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5407+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 AA5407
 AA5407  HISTORY     - Date     Condition        Report By
 AA5407  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5407  HISTORY     - 20000808 GOOD             WOOLPT
 AA5407  HISTORY     - 20060509 GOOD             MIDT
 AA5407  HISTORY     - 20200722 GOOD             MIDT
 AA5407
 AA5407                          STATION DESCRIPTION
 AA5407
 AA5407'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5407'INTERSTATE 96 TO INTERSTATE 275, THENCE SOUTH 3.6 MILES (5.8 KM) ALONG
 AA5407'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5407'EIGHT MILES ROAD 11.1 MILES (17.9 KM) TO PONTIAC TRAIL, THENCE NORTH 1
 AA5407'MILE (1.6 KM) ALONG PONTIAC TRAIL TO NINE MILE ROAD AND THE MONUMENT
 AA5407'AT THE SOUTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 52
 AA5407'FEET (15.8 M) SOUTH OF THE CENTERLINE OF NINE MILE ROAD, 44 FEET (13.4
 AA5407'M) WEST OF THE CENTERLINE OF PONTIAC TRAIL, 12.6 FEET (3.8 M) EAST
 AA5407'NORTHEAST OF A POWER POLE, 2.5 FEET (0.8 M) EAST OF THE WEST EDGE OF A
 AA5407'CONCRETE WALK, 2 FEET (0.6 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 AA5407'WALK, AND 1 FOOT (0.3 M) HIGHER THAN PONTIAC TRAIL.
 AA5407
 AA5407                          STATION RECOVERY (2000)
 AA5407
 AA5407'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5407'RECOVERED IN GOOD CONDITION.
 AA5407
 AA5407                          STATION RECOVERY (2006)
 AA5407
 AA5407'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5407'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AA5407'0.99 METERS (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
 AA5407
 AA5407                          STATION RECOVERY (2020)
 AA5407
 AA5407'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KLM)
 AA5407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5408 ***********************************************************************
 AA5408  DESIGNATION -  21364
 AA5408  PID         -  AA5408
 AA5408  STATE/COUNTY-  MI/OAKLAND
 AA5408  COUNTRY     -  US
 AA5408  USGS QUAD   -  SALEM (2017)
 AA5408
 AA5408                         *CURRENT SURVEY CONTROL
 AA5408  ______________________________________________________________________
 AA5408* NAD 83(2011) POSITION- 42 26 06.59641(N) 083 33 16.76962(W)   ADJUSTED
 AA5408* NAD 83(2011) ELLIP HT-   262.571 (meters)        (06/27/12)   ADJUSTED
 AA5408* NAD 83(2011) EPOCH   -  2010.00
 AA5408* NAVD 88 ORTHO HEIGHT -   296.351 (meters)      972.28  (feet) ADJUSTED
 AA5408  ______________________________________________________________________
 AA5408  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 AA5408  NAD 83(2011) X  -    529,251.635 (meters)                     COMP
 AA5408  NAD 83(2011) Y  - -4,684,912.973 (meters)                     COMP
 AA5408  NAD 83(2011) Z  -  4,281,579.314 (meters)                     COMP
 AA5408  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 AA5408  DYNAMIC HEIGHT  -        296.266 (meters)      972.00  (feet) COMP
 AA5408  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 AA5408
 AA5408  VERT ORDER      -  SECOND    CLASS I
 AA5408
 AA5408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5408  Standards:
 AA5408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5408  -------------------------------------------------------------------
 AA5408  NETWORK    0.87   0.96           0.39   0.31   0.49      0.15883772
 AA5408  -------------------------------------------------------------------
 AA5408  Click here for local accuracies and other accuracy information.
 AA5408
 AA5408.The horizontal coordinates were established by GPS observations
 AA5408.and adjusted by the National Geodetic Survey in June 2012.
 AA5408
 AA5408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5408.been affixed to the stable North American tectonic plate. See 
 AA5408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5408
 AA5408.The horizontal coordinates are valid at the epoch date displayed above
 AA5408.which is a decimal equivalence of Year/Month/Day.
 AA5408
 AA5408.The orthometric height was determined by differential leveling and
 AA5408.adjusted by the NATIONAL GEODETIC SURVEY
 AA5408.in July 2007.
 AA5408
 AA5408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5408.GEOID18 height accuracy estimate available here.
 AA5408
 AA5408.Click photographs - Photos may exist for this station.
 AA5408
 AA5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5408
 AA5408.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5408
 AA5408.The ellipsoidal height was determined by GPS observations
 AA5408.and is referenced to NAD 83.
 AA5408
 AA5408.The dynamic height is computed by dividing the NAVD 88
 AA5408.geopotential number by the normal gravity value computed on the
 AA5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5408.degrees latitude (g = 980.6199 gals.).
 AA5408
 AA5408.The modeled gravity was interpolated from observed gravity values.
 AA5408
 AA5408. The following values were computed from the NAD 83(2011) position.
 AA5408
 AA5408;                    North         East     Units Scale Factor Converg.
 AA5408;SPC MI S     -   104,198.178 4,066,809.994   MT  0.99993751   +0 33 09.3
 AA5408;SPC MI S     -   341,857.54 13,342,552.47   iFT  0.99993751   +0 33 09.3
 AA5408;UTM  17      - 4,701,256.031   289,870.548   MT  1.00014329   -1 43 27.8
 AA5408
 AA5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5408!SPC MI S     -   0.99995882  x   0.99993751  =   0.99989633
 AA5408!UTM  17      -   0.99995882  x   1.00014329  =   1.00010211
 AA5408
 AA5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8987001256(NAD 83)
 AA5408
 AA5408                          SUPERSEDED SURVEY CONTROL
 AA5408
 AA5408  NAD 83(2007)-  42 26 06.59667(N)    083 33 16.77019(W) AD(2002.00) 0
 AA5408  ELLIP H (02/10/07)  262.570  (m)                       GP(2002.00)    
 AA5408  ELLIP H (07/12/02)  262.597  (m)                       GP(       ) 4 1
 AA5408  NAD 83(1994)-  42 26 06.59646(N)    083 33 16.76992(W) AD(       ) 1
 AA5408  ELLIP H (02/03/97)  262.626  (m)                       GP(       ) 4 1
 AA5408  NAD 83(1986)-  42 26 06.60187(N)    083 33 16.79892(W) AD(       ) 1
 AA5408  NAVD 88 (04/30/95)  296.3    (m)  GEOID93  model used  GPS OBS        
 AA5408
 AA5408.Superseded values are not recommended for survey control.
 AA5408
 AA5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5408.See file dsdata.pdf to determine how the superseded data were derived.
 AA5408
 AA5408_MARKER: DD = SURVEY DISK
 AA5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5408_STAMPING: 21364 1993
 AA5408_MARK LOGO: MI-125
 AA5408_PROJECTION: PROJECTING
 AA5408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5408+STABILITY: SURFACE MOTION
 AA5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5408+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 AA5408
 AA5408  HISTORY     - Date     Condition        Report By
 AA5408  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5408  HISTORY     - 20010303 GOOD             WOOLPT
 AA5408  HISTORY     - 20060113 GOOD             INDIV
 AA5408  HISTORY     - 20060508 GOOD             MIDT
 AA5408  HISTORY     - 20090323 GOOD             STANTI
 AA5408  HISTORY     - 20160912 GOOD             MCA
 AA5408
 AA5408                          STATION DESCRIPTION
 AA5408
 AA5408'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5408'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5408'EIGHT MILE ROAD 6.2 MILES (10.0 KM) TO THE MONUMENT AT THE NORTH SIDE
 AA5408'OF EIGHT MILE ROAD.  THE MONUMENT IS 0.15 MILES (0.24 KM) WEST OF
 AA5408'NAPIER ROAD, 32.5 FEET (9.9 M) NORTH OF THE CENTERLINE OF EIGHT MILE
 AA5408'ROAD, 25 FEET (7.6 M) EAST OF A POWER POLE, 202.8 FEET (61.8 M) SOUTH
 AA5408'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 51630 EIGHT MILE ROAD, 26
 AA5408'FEET (7.9 M) EAST OF THE WEST END OF HOUSE 51630 EIGHT MILE ROAD, AND
 AA5408'LEVEL TO EIGHT MILE ROAD.
 AA5408
 AA5408                          STATION RECOVERY (2001)
 AA5408
 AA5408'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 AA5408'RECOVERED IN GOOD CONDITION.
 AA5408
 AA5408                          STATION RECOVERY (2006)
 AA5408
 AA5408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5408'RECOVERED IN GOOD CONDITION.
 AA5408
 AA5408                          STATION RECOVERY (2006)
 AA5408
 AA5408'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5408'RECOVERED AS DESCRIBED.
 AA5408
 AA5408                          STATION RECOVERY (2009)
 AA5408
 AA5408'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (BDF)
 AA5408'RECOVERED AS DESCRIBED.
 AA5408
 AA5408                          STATION RECOVERY (2016)
 AA5408
 AA5408'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2016 (CCM)
 AA5408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0276 ***********************************************************************
 NF0276  DESIGNATION -  214 1/2
 NF0276  PID         -  NF0276
 NF0276  STATE/COUNTY-  MI/EATON
 NF0276  COUNTRY     -  US
 NF0276  USGS QUAD   -  DIMONDALE (2017)
 NF0276
 NF0276                         *CURRENT SURVEY CONTROL
 NF0276  ______________________________________________________________________
 NF0276* NAD 83(1986) POSITION- 42 41 00.     (N) 084 39 27.     (W)   SCALED
 NF0276* NAVD 88 ORTHO HEIGHT -   268.520 (meters)      880.97  (feet) ADJUSTED
 NF0276  ______________________________________________________________________
 NF0276  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 NF0276  DYNAMIC HEIGHT  -        268.440 (meters)      880.71  (feet) COMP
 NF0276  MODELED GRAVITY -    980,314.3   (mgal)                       NAVD 88
 NF0276
 NF0276  VERT ORDER      -  SECOND    CLASS 0
 NF0276
 NF0276.The horizontal coordinates were scaled from a map and have
 NF0276.an estimated accuracy of +/- 6 seconds.
 NF0276
 NF0276.The orthometric height was determined by differential leveling and
 NF0276.adjusted by the NATIONAL GEODETIC SURVEY
 NF0276.in June 1991.
 NF0276
 NF0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0276.GEOID18 height accuracy estimate available here.
 NF0276
 NF0276.Click photographs - Photos may exist for this station.
 NF0276
 NF0276.The dynamic height is computed by dividing the NAVD 88
 NF0276.geopotential number by the normal gravity value computed on the
 NF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0276.degrees latitude (g = 980.6199 gals.).
 NF0276
 NF0276.The modeled gravity was interpolated from observed gravity values.
 NF0276
 NF0276;                    North         East    Units  Estimated Accuracy
 NF0276;SPC MI S     -   131,480.    3,976,170.      MT  (+/- 180 meters Scaled)
 NF0276
 NF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN919283(NAD 83)
 NF0276
 NF0276                          SUPERSEDED SURVEY CONTROL
 NF0276
 NF0276  NGVD 29 (??/??/92)  268.644  (m)          881.38   (f) ADJ UNCH    2 0
 NF0276
 NF0276.Superseded values are not recommended for survey control.
 NF0276
 NF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0276.See file dsdata.pdf to determine how the superseded data were derived.
 NF0276
 NF0276_MARKER: B = BOLT
 NF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0276_STAMPING: 214 1/2
 NF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0276+STABILITY: SURFACE MOTION
 NF0276
 NF0276  HISTORY     - Date     Condition        Report By
 NF0276  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0276  HISTORY     - 1934     GOOD             CGS
 NF0276  HISTORY     - 1976     POOR             NGS
 NF0276
 NF0276                          STATION DESCRIPTION
 NF0276
 NF0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0276'1.6 MI W FROM WILLETT.
 NF0276'1.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0276'STATION AT MILLETT, EATON COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0276'C 215, 58 YARDS EAST OF A ROAD CROSSING, 29.7 FEET NORTH OF
 NF0276'THE NORTH RAIL OF THE NORTH TRACK, 1.5 FEET SOUTH OF THE RIGHT
 NF0276'OF-WAY FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER
 NF0276'BOLT, STAMPED 214 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0276
 NF0276                          STATION RECOVERY (1976)
 NF0276
 NF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0276'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0985 ***********************************************************************
 RJ0985  DESIGNATION -  215
 RJ0985  PID         -  RJ0985
 RJ0985  STATE/COUNTY-  MI/CHIPPEWA
 RJ0985  COUNTRY     -  US
 RJ0985  USGS QUAD   -  GOETZVILLE (2017)
 RJ0985
 RJ0985                         *CURRENT SURVEY CONTROL
 RJ0985  ______________________________________________________________________
 RJ0985* NAD 83(1994) POSITION- 46 02 40.91950(N) 084 00 06.37560(W)   ADJUSTED
 RJ0985* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0985  ______________________________________________________________________
 RJ0985  GEOID HEIGHT    -        -36.656 (meters)                     GEOID18
 RJ0985  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 RJ0985  HORZ ORDER      -  THIRD
 RJ0985
 RJ0985.The horizontal coordinates were established by classical geodetic methods
 RJ0985.and adjusted by the National Geodetic Survey in February 1997.
 RJ0985
 RJ0985.The orthometric height was scaled from a topographic map.
 RJ0985
 RJ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0985.GEOID18 height accuracy estimate available here.
 RJ0985
 RJ0985.Click photographs - Photos may exist for this station.
 RJ0985
 RJ0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0985
 RJ0985. The following values were computed from the NAD 83(1994) position.
 RJ0985
 RJ0985;                    North         East     Units Scale Factor Converg.
 RJ0985;SPC MI N     -   144,581.118 8,231,989.780   MT  0.99991161   +2 10 01.5
 RJ0985;SPC MI N     -   474,347.50 27,007,840.49   iFT  0.99991161   +2 10 01.5
 RJ0985;SPC MI C     -   303,222.821 6,028,245.926   MT  1.00009805   +0 15 28.0
 RJ0985;SPC MI C     -   994,825.53 19,777,709.73   iFT  1.00009805   +0 15 28.0
 RJ0985;UTM  16      - 5,103,385.155   731,969.049   MT  1.00026154   +2 09 33.6
 RJ0985;UTM  17      - 5,103,395.494   267,756.920   MT  1.00026311   -2 09 42.8
 RJ0985
 RJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0985!SPC MI N     -   0.99997762  x   0.99991161  =   0.99988924
 RJ0985!SPC MI C     -   0.99997762  x   1.00009805  =   1.00007567
 RJ0985!UTM  16      -   0.99997762  x   1.00026154  =   1.00023916
 RJ0985!UTM  17      -   0.99997762  x   1.00026311  =   1.00024073
 RJ0985
 RJ0985:                Primary Azimuth Mark                     Grid Az
 RJ0985:SPC MI N     -  213                                      039 46 18.5
 RJ0985:SPC MI C     -  213                                      041 40 52.0
 RJ0985:UTM  16      -  213                                      039 46 46.4
 RJ0985:UTM  17      -  213                                      044 06 02.8
 RJ0985
 RJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3196903385(NAD 83)
 RJ0985
 RJ0985|---------------------------------------------------------------------|
 RJ0985| PID    Reference Object                     Distance      Geod. Az  |
 RJ0985|                                                           dddmmss.s |
 RJ0985| RH0051 213                                 APPROX. 3.1 KM 0415620.0 |
 RJ0985|---------------------------------------------------------------------|
 RJ0985
 RJ0985                          SUPERSEDED SURVEY CONTROL
 RJ0985
 RJ0985  NAD 83(1986)-  46 02 40.90787(N)    084 00 06.36810(W) AD(       ) 3
 RJ0985  NAD 27      -  46 02 40.84600(N)    084 00 06.30900(W) AD(       ) 3
 RJ0985  USSD        -  46 02 41.57000(N)    084 00 05.50000(W) AD(       ) 3
 RJ0985
 RJ0985.Superseded values are not recommended for survey control.
 RJ0985
 RJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0985.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0985
 RJ0985_MARKER: DD = SURVEY DISK
 RJ0985_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RJ0985_PROJECTION: FLUSH
 RJ0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0985
 RJ0985  HISTORY     - Date     Condition        Report By
 RJ0985  HISTORY     - 1894     MONUMENTED       USLS
 RJ0985  HISTORY     - 1988     GOOD             NOS
 RJ0985
 RJ0985                          STATION DESCRIPTION
 RJ0985
 RJ0985'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0985'THE STATION WAS RECOVERED AT THIS DATE.  THE STATIONS POSITION WAS
 RJ0985'VERIFIED AT THIS TIME.  HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE
 RJ0985'THE MARK.  RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0183 ***********************************************************************
 RJ0183  DESIGNATION -  216
 RJ0183  PID         -  RJ0183
 RJ0183  STATE/COUNTY-  MI/CHIPPEWA
 RJ0183  COUNTRY     -  US
 RJ0183  USGS QUAD   -  OAK RIDGE (2017)
 RJ0183
 RJ0183                         *CURRENT SURVEY CONTROL
 RJ0183  ______________________________________________________________________
 RJ0183* NAD 83(1986) POSITION- 46 16 19.     (N) 084 12 08.     (W)   SCALED
 RJ0183* NAVD 88 ORTHO HEIGHT -   179.300 (meters)      588.25  (feet) ADJUSTED
 RJ0183  ______________________________________________________________________
 RJ0183  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 RJ0183  DYNAMIC HEIGHT  -        179.309 (meters)      588.28  (feet) COMP
 RJ0183  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RJ0183
 RJ0183  VERT ORDER      -  FIRST     CLASS I
 RJ0183
 RJ0183.The horizontal coordinates were scaled from a map and have
 RJ0183.an estimated accuracy of +/- 6 seconds.
 RJ0183
 RJ0183.The orthometric height was determined by differential leveling and
 RJ0183.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0183.in June 1991.
 RJ0183
 RJ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0183.GEOID18 height accuracy estimate available here.
 RJ0183
 RJ0183.Click photographs - Photos may exist for this station.
 RJ0183
 RJ0183.The dynamic height is computed by dividing the NAVD 88
 RJ0183.geopotential number by the normal gravity value computed on the
 RJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0183.degrees latitude (g = 980.6199 gals.).
 RJ0183
 RJ0183.The modeled gravity was interpolated from observed gravity values.
 RJ0183
 RJ0183;                    North         East    Units  Estimated Accuracy
 RJ0183;SPC MI N     -   169,260.    8,215,600.      MT  (+/- 180 meters Scaled)
 RJ0183
 RJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS155280(NAD 83)
 RJ0183
 RJ0183                          SUPERSEDED SURVEY CONTROL
 RJ0183
 RJ0183  NGVD 29 (??/??/92)  179.281  (m)          588.19   (f) ADJ UNCH    1 1
 RJ0183
 RJ0183.Superseded values are not recommended for survey control.
 RJ0183
 RJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0183.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0183
 RJ0183_MARKER: Z = SEE DESCRIPTION
 RJ0183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0183+WITH SETTING: INTO GROUND
 RJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0183+STABILITY: SURFACE MOTION
 RJ0183
 RJ0183  HISTORY     - Date     Condition        Report By
 RJ0183  HISTORY     - 1969     MONUMENTED       NONE
 RJ0183  HISTORY     - 1969     GOOD             USLS
 RJ0183  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0183
 RJ0183                          STATION DESCRIPTION
 RJ0183
 RJ0183'DESCRIBED BY US LAKE SURVEY 1969
 RJ0183'4.2 MI ESE FROM BARBEAU.
 RJ0183'216 IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 4-1/4 MILES EAST
 RJ0183'SOUTHEAST OF BARBEAU, 1.82 MILES SOUTH OF INTERSECTION OF RIVER
 RJ0183'AND NEEBISH ROADS, 21 FEET EAST OF CENTERLINE OF RIVER ROAD,
 RJ0183'2.2 FEET NORTHWEST OF CENTER OF UTILITY POLE CUT OFF FLUSH WITH
 RJ0183'THE GROUND SURFACE, 1/4 FEET WEST OF UTILITY POLE NO. B2-216,
 RJ0183'1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT
 RJ0183'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0183
 RJ0183                          STATION RECOVERY (1983)
 RJ0183
 RJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0055 ***********************************************************************
 RH0055  DESIGNATION -  217
 RH0055  PID         -  RH0055
 RH0055  STATE/COUNTY-  MI/CHIPPEWA
 RH0055  COUNTRY     -  US
 RH0055  USGS QUAD   -  LIME ISLAND (2017)
 RH0055
 RH0055                         *CURRENT SURVEY CONTROL
 RH0055  ______________________________________________________________________
 RH0055* NAD 83(1994) POSITION- 46 01 49.67082(N) 083 58 52.90010(W)   ADJUSTED
 RH0055* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RH0055  ______________________________________________________________________
 RH0055  GEOID HEIGHT    -        -36.687 (meters)                     GEOID18
 RH0055  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 RH0055  HORZ ORDER      -  SECOND
 RH0055
 RH0055.The horizontal coordinates were established by classical geodetic methods
 RH0055.and adjusted by the National Geodetic Survey in February 1997.
 RH0055
 RH0055.The orthometric height was scaled from a topographic map.
 RH0055
 RH0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0055.GEOID18 height accuracy estimate available here.
 RH0055
 RH0055.Click photographs - Photos may exist for this station.
 RH0055
 RH0055.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0055
 RH0055. The following values were computed from the NAD 83(1994) position.
 RH0055
 RH0055;                    North         East     Units Scale Factor Converg.
 RH0055;SPC MI N     -   143,060.006 8,233,628.481   MT  0.99991268   +2 10 54.6
 RH0055;SPC MI N     -   469,356.98 27,013,216.80   iFT  0.99991268   +2 10 54.6
 RH0055;UTM  17      - 5,101,754.465   269,276.661   MT  1.00025446   -2 08 48.0
 RH0055;UTM  16      - 5,101,863.275   733,608.116   MT  1.00027093   +2 10 24.7
 RH0055
 RH0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0055!SPC MI N     -   0.99997675  x   0.99991268  =   0.99988943
 RH0055!UTM  17      -   0.99997675  x   1.00025446  =   1.00023120
 RH0055!UTM  16      -   0.99997675  x   1.00027093  =   1.00024767
 RH0055
 RH0055:                Primary Azimuth Mark                     Grid Az
 RH0055:SPC MI N     -  213                                      005 12 22.8
 RH0055:UTM  17      -  213                                      009 32 05.4
 RH0055:UTM  16      -  213                                      005 12 52.7
 RH0055
 RH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6927601754(NAD 83)
 RH0055
 RH0055|---------------------------------------------------------------------|
 RH0055| PID    Reference Object                     Distance      Geod. Az  |
 RH0055|                                                           dddmmss.s |
 RH0055| RH0051 213                                 APPROX. 3.9 KM 0072317.4 |
 RH0055|---------------------------------------------------------------------|
 RH0055
 RH0055                          SUPERSEDED SURVEY CONTROL
 RH0055
 RH0055  NAD 83(1986)-  46 01 49.65892(N)    083 58 52.89235(W) AD(       ) 2
 RH0055  NAD 83(1986)-  46 01 49.66082(N)    083 58 52.89252(W) AD(       ) 3
 RH0055  NAD 27      -  46 01 49.59800(N)    083 58 52.83900(W) AD(       ) 3
 RH0055  USSD        -  46 01 50.33000(N)    083 58 52.03000(W) AD(       ) 3
 RH0055
 RH0055.Superseded values are not recommended for survey control.
 RH0055
 RH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0055.See file dsdata.pdf to determine how the superseded data were derived.
 RH0055
 RH0055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RH0055_SETTING: 66 = SET IN ROCK OUTCROP
 RH0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RH0055+STABILITY: POSITION/ELEVATION WELL
 RH0055
 RH0055  HISTORY     - Date     Condition        Report By
 RH0055  HISTORY     - 1894     MONUMENTED       USLS
 RH0055  HISTORY     - 1988     GOOD             USACE
 RH0055
 RH0055                          STATION DESCRIPTION
 RH0055
 RH0055'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0055'THE STATION IS LOCATED ABOUT 58.6 KM (36.4 MI) SOUTH-SOUTHEAST OF
 RH0055'SAULT STE MARIE,
 RH0055'52.3 KM (32.5 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0055'7.7 KM (4.8 MI) NORTHWEST OF DETOUR VILLAGE
 RH0055'ON A SMALL UNNAMED ISLAND IN FRAC SEC 18, T42N-R4E
 RH0055'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RH0055'
 RH0055'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO
 RH0055'NORTH FOR 1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD.
 RH0055'TURN RIGHT AND GO NORTHEAST FOR 2.7 KM (1.7 MI) ON NORTH RABER ROAD
 RH0055'TO A 90 DEGREE TURN TO THE LEFT.  AT THIS CORNER PROCEED STRAIGHT
 RH0055'FOR 152.4 M (500 FT) TO THE PUBLIC BOAT LAUNCH.  BY BOAT TRAVEL
 RH0055'DOWNRIVER FOR 40 MINUTES TO THE NORTHWEST CORNER OF MAUD BAY WHERE
 RH0055'THE STATION IS LOCATED.
 RH0055'
 RH0055'THE STATION IS A STANDARD USLS DISK
 RH0055'THAT IS
 RH0055'STAMPED---217---,
 RH0055'SET INTO A MOUND OF ROCK UNDER A NAVIGATION TRIPOD.
 RH0055'
 RH0055'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0214 ***********************************************************************
 RJ0214  DESIGNATION -  219
 RJ0214  PID         -  RJ0214
 RJ0214  STATE/COUNTY-  MI/CHIPPEWA
 RJ0214  COUNTRY     -  US
 RJ0214  USGS QUAD   -  OAK RIDGE (2017)
 RJ0214
 RJ0214                         *CURRENT SURVEY CONTROL
 RJ0214  ______________________________________________________________________
 RJ0214* NAD 83(1986) POSITION- 46 20 41.     (N) 084 08 53.     (W)   SCALED
 RJ0214* NAVD 88 ORTHO HEIGHT -   200.022 (meters)      656.24  (feet) ADJUSTED
 RJ0214  ______________________________________________________________________
 RJ0214  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 RJ0214  DYNAMIC HEIGHT  -        200.033 (meters)      656.27  (feet) COMP
 RJ0214  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 RJ0214
 RJ0214  VERT ORDER      -  FIRST     CLASS 0
 RJ0214
 RJ0214.The horizontal coordinates were scaled from a map and have
 RJ0214.an estimated accuracy of +/- 6 seconds.
 RJ0214
 RJ0214.The orthometric height was determined by differential leveling and
 RJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0214.in June 1991.
 RJ0214
 RJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0214.GEOID18 height accuracy estimate available here.
 RJ0214
 RJ0214.Click photographs - Photos may exist for this station.
 RJ0214
 RJ0214.The dynamic height is computed by dividing the NAVD 88
 RJ0214.geopotential number by the normal gravity value computed on the
 RJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0214.degrees latitude (g = 980.6199 gals.).
 RJ0214
 RJ0214.The modeled gravity was interpolated from observed gravity values.
 RJ0214
 RJ0214;                    North         East    Units  Estimated Accuracy
 RJ0214;SPC MI N     -   177,490.    8,219,480.      MT  (+/- 180 meters Scaled)
 RJ0214
 RJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS194363(NAD 83)
 RJ0214
 RJ0214                          SUPERSEDED SURVEY CONTROL
 RJ0214
 RJ0214.No superseded survey control is available for this station.
 RJ0214
 RJ0214_MARKER: I = METAL ROD
 RJ0214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0214+WITH SETTING: INFORMATION.
 RJ0214_PROJECTION: RECESSED 30 CENTIMETERS
 RJ0214_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0214_ROD/PIPE-DEPTH: 2.4 meters
 RJ0214
 RJ0214  HISTORY     - Date     Condition        Report By
 RJ0214  HISTORY     - 1969     MONUMENTED       USLS
 RJ0214  HISTORY     - 1969     GOOD             USLS
 RJ0214  HISTORY     - 1983     GOOD             NGS
 RJ0214
 RJ0214                          STATION DESCRIPTION
 RJ0214
 RJ0214'DESCRIBED BY US LAKE SURVEY 1969
 RJ0214'AT SUGAR ISLAND.
 RJ0214'219, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0214'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0214'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0214'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0214'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0214'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES,
 RJ0214'THEN SOUTHEAST 0.83 MILE TO VICINITY OF MARK ON LEFT, 154 FEET
 RJ0214'SOUTHEAST OF CENTERLINE OF NORTHEAST BOUND ROAD, 86.0 FEET
 RJ0214'SOUTH OF SOUTH CORNER OF DWELLING, 26 FEET NORTHEAST OF
 RJ0214'CENTERLINE OF ROAD, 4.0 FEET SOUTHEAST OF UTILITY POLE NO. SU
 RJ0214'I-219, 1-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT
 RJ0214'ON TOP OF A 5/8-INCH DIAMETER STEEL ROD, 8 FEET LONG.
 RJ0214
 RJ0214                          STATION RECOVERY (1983)
 RJ0214
 RJ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0214'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0214'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0214'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0214'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0214'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0214'(0.45 MI) EAST TO A Y INTERSECTION, THENCE 3.7 KM (2.3 MI) SOUTHEAST
 RJ0214'ALONG HOMESTEAD ROAD TO A CURVE IN THE ROAD, THENCE 2.6 KM (1.6 MI)
 RJ0214'SOUTH ALONG HOMESTEAD ROAD TO ANOTHER CURVE CONTINUE 1.3 KM (0.8 MI)
 RJ0214'SOUTHEAST ALONG HOMESTEAD ROAD, AT A PRIVATE ENTRANCE DRIVE
 RJ0214'EAST-NORTHEAST TO A SMALL WHITE RESIDENCE AND PROPERTY OF THE LAKE
 RJ0214'SUPERIOR STATE COLLEGE, 47.0 METERS (154.0 FT) SOUTHEAST OF THE
 RJ0214'APPROXIMATE CENTER OF A DIRT ROAD LEADING NORTHEAST, 26.2 METERS
 RJ0214'(86.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A DWELLING, 7.9 METERS
 RJ0214'(26.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 RJ0214'2.3 METERS (7.5 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 12.5 METERS
 RJ0214'(41.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE PRIVATE DRIVE,
 RJ0214'AND 1.2 METERS (4.0 FT) SOUTHEAST OF A POWERLINE POLE WITH TWO GUY
 RJ0214'WIRES AND A TRANSFORMER.
 RJ0214'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 RJ0214'THE MARK IS 0.3 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0049 ***********************************************************************
 NG0049  DESIGNATION -  22 I
 NG0049  PID         -  NG0049
 NG0049  STATE/COUNTY-  MI/OTTAWA
 NG0049  COUNTRY     -  US
 NG0049  USGS QUAD   -  PORT SHELDON (2017)
 NG0049
 NG0049                         *CURRENT SURVEY CONTROL
 NG0049  ______________________________________________________________________
 NG0049* NAD 83(1986) POSITION- 42 58 20.     (N) 086 10 59.     (W)   SCALED
 NG0049* NAVD 88 ORTHO HEIGHT -   189.022 (meters)      620.15  (feet) ADJUSTED
 NG0049  ______________________________________________________________________
 NG0049  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 NG0049  DYNAMIC HEIGHT  -        188.979 (meters)      620.01  (feet) COMP
 NG0049  MODELED GRAVITY -    980,392.7   (mgal)                       NAVD 88
 NG0049
 NG0049  VERT ORDER      -  SECOND    CLASS 0
 NG0049
 NG0049.The horizontal coordinates were scaled from a map and have
 NG0049.an estimated accuracy of +/- 6 seconds.
 NG0049
 NG0049.The orthometric height was determined by differential leveling and
 NG0049.adjusted by the NATIONAL GEODETIC SURVEY
 NG0049.in June 1991.
 NG0049
 NG0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0049.GEOID18 height accuracy estimate available here.
 NG0049
 NG0049.Click photographs - Photos may exist for this station.
 NG0049
 NG0049.The dynamic height is computed by dividing the NAVD 88
 NG0049.geopotential number by the normal gravity value computed on the
 NG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0049.degrees latitude (g = 980.6199 gals.).
 NG0049
 NG0049.The modeled gravity was interpolated from observed gravity values.
 NG0049
 NG0049;                    North         East    Units  Estimated Accuracy
 NG0049;SPC MI S     -   165,130.    3,851,850.      MT  (+/- 180 meters Scaled)
 NG0049
 NG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN666580(NAD 83)
 NG0049
 NG0049                          SUPERSEDED SURVEY CONTROL
 NG0049
 NG0049  NGVD 29 (??/??/92)  189.168  (m)          620.63   (f) ADJ UNCH    2 0
 NG0049
 NG0049.Superseded values are not recommended for survey control.
 NG0049
 NG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0049.See file dsdata.pdf to determine how the superseded data were derived.
 NG0049
 NG0049_MARKER: DD = SURVEY DISK
 NG0049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0049_STAMPING: 22 A 1
 NG0049_MARK LOGO: CGS+SS
 NG0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0049
 NG0049  HISTORY     - Date     Condition        Report By
 NG0049  HISTORY     - 1934     MONUMENTED       MIGS
 NG0049  HISTORY     - 1934     GOOD             CGS
 NG0049  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0049  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0049  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NG0049
 NG0049                          STATION DESCRIPTION
 NG0049
 NG0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0049'0.5 MI N FROM AGNEW.
 NG0049'0.2 MILE NORTH ALONG THE PERE MARQUETTE RAILWAY AND U.S. HIGHWAY
 NG0049'31 FROM AGNEW, IN GRAND HAVEN TOWNSHIP, IN SEC. 26, T 7 N., R.
 NG0049'16 W., ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 31
 NG0049'AND STATE HIGHWAY 50, 200 FEET NORTH OF A DIRT-ROAD CROSSING,
 NG0049'31.6 FEET WEST OF THE WEST RAIL, 10 FEET EAST OF A FENCE LINE, AND
 NG0049'2 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 NG0049'STAMPED 22 A 1 AND SET IN THE TOP OF A CONCRETE POST.
 NG0049
 NG0049                          STATION RECOVERY (1972)
 NG0049
 NG0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1984)
 NG0049
 NG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0049'THE POST WAS FOUND BROKEN IN TWO AND LYING ON TOP OF THE GROUND AND
 NG0049'THE DISK LOST.
 NG0049
 NG0049                          STATION RECOVERY (1987)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1988)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1997)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (2004)
 NG0049
 NG0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NG0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0051 ***********************************************************************
 NG0051  DESIGNATION -  22 K
 NG0051  PID         -  NG0051
 NG0051  STATE/COUNTY-  MI/OTTAWA
 NG0051  COUNTRY     -  US
 NG0051  USGS QUAD   -  PORT SHELDON (2017)
 NG0051
 NG0051                         *CURRENT SURVEY CONTROL
 NG0051  ______________________________________________________________________
 NG0051* NAD 83(1986) POSITION- 42 58 19.     (N) 086 08 04.     (W)   SCALED
 NG0051* NAVD 88 ORTHO HEIGHT -   191.517 (meters)      628.34  (feet) ADJUSTED
 NG0051  ______________________________________________________________________
 NG0051  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 NG0051  DYNAMIC HEIGHT  -        191.474 (meters)      628.19  (feet) COMP
 NG0051  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 NG0051
 NG0051  VERT ORDER      -  FIRST     CLASS II
 NG0051
 NG0051.The horizontal coordinates were scaled from a map and have
 NG0051.an estimated accuracy of +/- 6 seconds.
 NG0051
 NG0051.The orthometric height was determined by differential leveling and
 NG0051.adjusted by the NATIONAL GEODETIC SURVEY
 NG0051.in March 2014.
 NG0051
 NG0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0051.GEOID18 height accuracy estimate available here.
 NG0051
 NG0051.Click photographs - Photos may exist for this station.
 NG0051
 NG0051.The dynamic height is computed by dividing the NAVD 88
 NG0051.geopotential number by the normal gravity value computed on the
 NG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0051.degrees latitude (g = 980.6199 gals.).
 NG0051
 NG0051.The modeled gravity was interpolated from observed gravity values.
 NG0051
 NG0051;                    North         East    Units  Estimated Accuracy
 NG0051;SPC MI S     -   165,010.    3,855,810.      MT  (+/- 180 meters Scaled)
 NG0051
 NG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN705580(NAD 83)
 NG0051
 NG0051                          SUPERSEDED SURVEY CONTROL
 NG0051
 NG0051  NAVD 88 (06/15/91)  191.494  (m)          628.26   (f) SUPERSEDED  2 0
 NG0051  NGVD 29 (??/??/92)  191.639  (m)          628.74   (f) ADJ UNCH    2 0
 NG0051
 NG0051.Superseded values are not recommended for survey control.
 NG0051
 NG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0051.See file dsdata.pdf to determine how the superseded data were derived.
 NG0051
 NG0051_MARKER: DD = SURVEY DISK
 NG0051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0051_STAMPING: 22 K
 NG0051_MARK LOGO: CGS+SS
 NG0051_PROJECTION: FLUSH
 NG0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0051
 NG0051  HISTORY     - Date     Condition        Report By
 NG0051  HISTORY     - 1934     MONUMENTED       MIGS
 NG0051  HISTORY     - 1934     GOOD             CGS
 NG0051  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0051  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0051  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0051  HISTORY     - 19940307 GOOD             LOCENG
 NG0051  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NG0051  HISTORY     - 20120522 GOOD             MIDT
 NG0051
 NG0051                          STATION DESCRIPTION
 NG0051
 NG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0051'0.5 MI N FROM AGNEW.
 NG0051'0.5 MILE NORTH ALONG U.S. HIGHWAY 31 FROM AGNEW, OTTAWA COUNTY,
 NG0051'THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 50, IN ROBINSON
 NG0051'TOWNSHIP, IN SEC. 30, T. 7 N., R. 15 W., OPPOSITE STATION 127/10,
 NG0051'AND 43.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 NG0051'SURVEY STANDARD DISK, STAMPED 22 K AND SET IN THE TOP OF A
 NG0051'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NG0051
 NG0051                          STATION RECOVERY (1972)
 NG0051
 NG0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0051'MARK NOT FOUND.
 NG0051
 NG0051                          STATION RECOVERY (1984)
 NG0051
 NG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0051'SEARCHED FOR AND NOT RECOVERED THIS DATE, PROBABLY KNOCKED OUT BY BUSH
 NG0051'HOG.
 NG0051
 NG0051                          STATION RECOVERY (1987)
 NG0051
 NG0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0051'MARK NOT FOUND.
 NG0051
 NG0051                          STATION RECOVERY (1994)
 NG0051
 NG0051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 NG0051'BENCH MARK IS LOCATED ON THE PORT SHELDON QUADRANGLE MAP,
 NG0051'APPROXIMATELY 1/2 MILE NORTH OF AGNEW AND FROM THE INTERSECTION OF US
 NG0051'HIGHWAY 31 AND STATE HIGHWAY M-45 GO EAST 2.4 MILES.  IT IS IN THE NW
 NG0051'1/4 OF SECTION 30, T-7-N,R-15-W, IN TOP OF A ROUND CONCRETE MONUMENT,
 NG0051'FLUSH WITH GROUND, 43.6 FEET (13.3 M) SOUTH OF THE CENTERLINE OF M-45
 NG0051'AND 2.4 MILES (3.9 KM) EAST OF THE INTERSECTION OF US HIGHWAY 31 AND
 NG0051'STATE HIGHWAY M-45, AT THE BASE OF A 12 INCH OAK TREE.
 NG0051
 NG0051                          STATION RECOVERY (2004)
 NG0051
 NG0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0051'MARK NOT FOUND.
 NG0051
 NG0051                          STATION RECOVERY (2012)
 NG0051
 NG0051'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0053 ***********************************************************************
 NG0053  DESIGNATION -  22 M
 NG0053  PID         -  NG0053
 NG0053  STATE/COUNTY-  MI/OTTAWA
 NG0053  COUNTRY     -  US
 NG0053  USGS QUAD   -  BORCULO (2017)
 NG0053
 NG0053                         *CURRENT SURVEY CONTROL
 NG0053  ______________________________________________________________________
 NG0053* NAD 83(1986) POSITION- 42 58 18.     (N) 086 04 09.     (W)   SCALED
 NG0053* NAVD 88 ORTHO HEIGHT -   190.578 (meters)      625.25  (feet) ADJUSTED
 NG0053  ______________________________________________________________________
 NG0053  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 NG0053  DYNAMIC HEIGHT  -        190.534 (meters)      625.11  (feet) COMP
 NG0053  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 NG0053
 NG0053  VERT ORDER      -  SECOND    CLASS 0
 NG0053
 NG0053.The horizontal coordinates were scaled from a map and have
 NG0053.an estimated accuracy of +/- 6 seconds.
 NG0053
 NG0053.The orthometric height was determined by differential leveling and
 NG0053.adjusted by the NATIONAL GEODETIC SURVEY
 NG0053.in June 1991.
 NG0053
 NG0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0053.GEOID18 height accuracy estimate available here.
 NG0053
 NG0053.Click photographs - Photos may exist for this station.
 NG0053
 NG0053.The dynamic height is computed by dividing the NAVD 88
 NG0053.geopotential number by the normal gravity value computed on the
 NG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0053.degrees latitude (g = 980.6199 gals.).
 NG0053
 NG0053.The modeled gravity was interpolated from observed gravity values.
 NG0053
 NG0053;                    North         East    Units  Estimated Accuracy
 NG0053;SPC MI S     -   164,870.    3,861,140.      MT  (+/- 180 meters Scaled)
 NG0053
 NG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN759580(NAD 83)
 NG0053
 NG0053                          SUPERSEDED SURVEY CONTROL
 NG0053
 NG0053  NGVD 29 (??/??/92)  190.722  (m)          625.73   (f) ADJ UNCH    2 0
 NG0053
 NG0053.Superseded values are not recommended for survey control.
 NG0053
 NG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0053.See file dsdata.pdf to determine how the superseded data were derived.
 NG0053
 NG0053_MARKER: DD = SURVEY DISK
 NG0053_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0053_STAMPING: 22 M
 NG0053_MARK LOGO: CGS+SS
 NG0053_PROJECTION: PROJECTING
 NG0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0053
 NG0053  HISTORY     - Date     Condition        Report By
 NG0053  HISTORY     - 1934     MONUMENTED       WIGS
 NG0053  HISTORY     - 1934     GOOD             CGS
 NG0053  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0053  HISTORY     - 20041013 MARK NOT FOUND   INDIV
 NG0053  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NG0053
 NG0053                          STATION DESCRIPTION
 NG0053
 NG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0053'1.5 MI SE FROM ROBINSON.
 NG0053'1.5 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY,
 NG0053'5.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION WITH
 NG0053'U.S. HIGHWAY 31, IN ROBINSON TOWNSHIP, IN SEC. 27, T. 7 N.,
 NG0053'R. 15 W., AT STATION 302/27, 45.6 FEET SOUTH OF THE CENTERLINE
 NG0053'OF THE HIGHWAY, IN LINE WITH A ROW OF NEWLY SET MAPLE TREES,
 NG0053'AND 20.5 FEET WEST OF THE FIRST TREE.  A STATE SURVEY STANDARD
 NG0053'DISK, STAMPED 22 M AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0053'ABOUT 3 INCHES ABOVE GROUND.
 NG0053
 NG0053                          STATION RECOVERY (1972)
 NG0053
 NG0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0053'MARK NOT FOUND.
 NG0053
 NG0053                          STATION RECOVERY (1987)
 NG0053
 NG0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0053'MARK NOT FOUND.
 NG0053
 NG0053                          STATION RECOVERY (2004)
 NG0053
 NG0053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0053'MARK NOT FOUND.
 NG0053
 NG0053                          STATION RECOVERY (2012)
 NG0053
 NG0053'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0053'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0054 ***********************************************************************
 NG0054  DESIGNATION -  22 N
 NG0054  PID         -  NG0054
 NG0054  STATE/COUNTY-  MI/OTTAWA
 NG0054  COUNTRY     -  US
 NG0054  USGS QUAD   -  BORCULO (2017)
 NG0054
 NG0054                         *CURRENT SURVEY CONTROL
 NG0054  ______________________________________________________________________
 NG0054* NAD 83(1986) POSITION- 42 58 19.     (N) 086 03 48.     (W)   SCALED
 NG0054* NAVD 88 ORTHO HEIGHT -   188.574 (meters)      618.68  (feet) ADJUSTED
 NG0054  ______________________________________________________________________
 NG0054  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NG0054  DYNAMIC HEIGHT  -        188.530 (meters)      618.54  (feet) COMP
 NG0054  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 NG0054
 NG0054  VERT ORDER      -  SECOND    CLASS 0
 NG0054
 NG0054.The horizontal coordinates were scaled from a map and have
 NG0054.an estimated accuracy of +/- 6 seconds.
 NG0054
 NG0054.The orthometric height was determined by differential leveling and
 NG0054.adjusted by the NATIONAL GEODETIC SURVEY
 NG0054.in June 1991.
 NG0054
 NG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0054.GEOID18 height accuracy estimate available here.
 NG0054
 NG0054.Click photographs - Photos may exist for this station.
 NG0054
 NG0054.The dynamic height is computed by dividing the NAVD 88
 NG0054.geopotential number by the normal gravity value computed on the
 NG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0054.degrees latitude (g = 980.6199 gals.).
 NG0054
 NG0054.The modeled gravity was interpolated from observed gravity values.
 NG0054
 NG0054;                    North         East    Units  Estimated Accuracy
 NG0054;SPC MI S     -   164,900.    3,861,610.      MT  (+/- 180 meters Scaled)
 NG0054
 NG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN763581(NAD 83)
 NG0054
 NG0054                          SUPERSEDED SURVEY CONTROL
 NG0054
 NG0054  NGVD 29 (??/??/92)  188.718  (m)          619.15   (f) ADJ UNCH    2 0
 NG0054
 NG0054.Superseded values are not recommended for survey control.
 NG0054
 NG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0054.See file dsdata.pdf to determine how the superseded data were derived.
 NG0054
 NG0054_MARKER: DD = SURVEY DISK
 NG0054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0054_STAMPING: 22 N
 NG0054_MARK LOGO: CGS+SS
 NG0054_PROJECTION: PROJECTING
 NG0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0054
 NG0054  HISTORY     - Date     Condition        Report By
 NG0054  HISTORY     - 1934     MONUMENTED       MIGS
 NG0054  HISTORY     - 1934     GOOD             CGS
 NG0054  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0054  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0054  HISTORY     - 20041014 POOR             INDIV
 NG0054  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NG0054
 NG0054                          STATION DESCRIPTION
 NG0054
 NG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0054'2 MI SE FROM ROBINSON.
 NG0054'2 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY, 6.1
 NG0054'MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION WITH U.S.
 NG0054'HIGHWAY 31, IN ROBINSON TOWNSHIP, AT THE SOUTHEAST CORNER OF
 NG0054'SEC. 22, T. 7 N., R. 15 W., OPPOSITE STATION 317/50, 121 FEET
 NG0054'NORTHWEST OF A 24-INCH ELM TREE, 68 FEET WEST OF THE CENTERLINE
 NG0054'OF A NARROW NORTH-AND-SOUTH GRAVEL ROAD, 43.5 FEET NORTH OF THE
 NG0054'CENTERLINE OF THE HIGHWAY, 10.5 FEET WEST OF A NEWLY PLANTED
 NG0054'2-INCH MAPLE TREE, AND 8 FEET SOUTH OF A FENCE LINE.  A STATE
 NG0054'SURVEY STANDARD DISK, STAMPED 22 N AND SET IN THE TOP OF A
 NG0054'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NG0054
 NG0054                          STATION RECOVERY (1972)
 NG0054
 NG0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0054'MARK NOT FOUND.
 NG0054
 NG0054                          STATION RECOVERY (1987)
 NG0054
 NG0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0054'MARK NOT FOUND.
 NG0054
 NG0054                          STATION RECOVERY (2004)
 NG0054
 NG0054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0054'MARK IS BROKEN AND UN-USABLE
 NG0054
 NG0054                          STATION RECOVERY (2012)
 NG0054
 NG0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0054'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0055 ***********************************************************************
 NG0055  DESIGNATION -  22 O
 NG0055  PID         -  NG0055
 NG0055  STATE/COUNTY-  MI/OTTAWA
 NG0055  COUNTRY     -  US
 NG0055  USGS QUAD   -  BORCULO (2017)
 NG0055
 NG0055                         *CURRENT SURVEY CONTROL
 NG0055  ______________________________________________________________________
 NG0055* NAD 83(1986) POSITION- 42 58 18.     (N) 086 02 23.     (W)   SCALED
 NG0055* NAVD 88 ORTHO HEIGHT -   190.026 (meters)      623.44  (feet) ADJUSTED
 NG0055  ______________________________________________________________________
 NG0055  GEOID HEIGHT    -        -33.537 (meters)                     GEOID18
 NG0055  DYNAMIC HEIGHT  -        189.982 (meters)      623.30  (feet) COMP
 NG0055  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 NG0055
 NG0055  VERT ORDER      -  SECOND    CLASS 0
 NG0055
 NG0055.The horizontal coordinates were scaled from a map and have
 NG0055.an estimated accuracy of +/- 6 seconds.
 NG0055
 NG0055.The orthometric height was determined by differential leveling and
 NG0055.adjusted by the NATIONAL GEODETIC SURVEY
 NG0055.in June 1991.
 NG0055
 NG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0055.GEOID18 height accuracy estimate available here.
 NG0055
 NG0055.Click photographs - Photos may exist for this station.
 NG0055
 NG0055.The dynamic height is computed by dividing the NAVD 88
 NG0055.geopotential number by the normal gravity value computed on the
 NG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0055.degrees latitude (g = 980.6199 gals.).
 NG0055
 NG0055.The modeled gravity was interpolated from observed gravity values.
 NG0055
 NG0055;                    North         East    Units  Estimated Accuracy
 NG0055;SPC MI S     -   164,830.    3,863,540.      MT  (+/- 180 meters Scaled)
 NG0055
 NG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN783581(NAD 83)
 NG0055
 NG0055                          SUPERSEDED SURVEY CONTROL
 NG0055
 NG0055  NGVD 29 (??/??/92)  190.170  (m)          623.92   (f) ADJ UNCH    2 0
 NG0055
 NG0055.Superseded values are not recommended for survey control.
 NG0055
 NG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0055.See file dsdata.pdf to determine how the superseded data were derived.
 NG0055
 NG0055_MARKER: DD = SURVEY DISK
 NG0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0055_STAMPING: 22 O
 NG0055_MARK LOGO: CGS+SS
 NG0055_PROJECTION: PROJECTING
 NG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0055
 NG0055  HISTORY     - Date     Condition        Report By
 NG0055  HISTORY     - 1934     MONUMENTED       MIGS
 NG0055  HISTORY     - 1934     GOOD             CGS
 NG0055  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0055  HISTORY     - 20041013 MARK NOT FOUND   INDIV
 NG0055  HISTORY     - 20120523 MARK NOT FOUND   MIDT
 NG0055
 NG0055                          STATION DESCRIPTION
 NG0055
 NG0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0055'3 MI SE FROM ROBINSON.
 NG0055'3 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY, 4.3
 NG0055'MILES WEST ALONG STATE HIGHWAY 50 FROM ALLENDALE, 7.4 MILES EAST
 NG0055'OF THE JUNCTION WITH U.S. HIGHWAY 31, IN ROBINSON TOWNSHIP, IN
 NG0055'SEC. 25, T 7 N., R. 15 W., 0.4 MILE WEST OF THE BRIDGE OVER BASS
 NG0055'RIVER, 930 FEET EAST OF THE CENTERLINE OF A DIRT COUNTY ROAD,
 NG0055'OPPOSITE STATION 380/52, 29.2 FEET SOUTH OF THE CENTERLINE OF
 NG0055'THE HIGHWAY, 25 FEET EAST OF A 24-INCH MAPLE TREE, AND 19 FEET
 NG0055'EAST OF A 24-INCH OAK TREE.  A STATE SURVEY STANDARD DISK,
 NG0055'STAMPED 22 0 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0055'ABOUT 2 INCHES ABOVE GROUND.
 NG0055
 NG0055                          STATION RECOVERY (1972)
 NG0055
 NG0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0055'MARK NOT FOUND.
 NG0055
 NG0055                          STATION RECOVERY (1987)
 NG0055
 NG0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0055'MARK NOT FOUND.
 NG0055
 NG0055                          STATION RECOVERY (2004)
 NG0055
 NG0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0055'MARK NOT FOUND.
 NG0055
 NG0055                          STATION RECOVERY (2012)
 NG0055
 NG0055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0055'MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0005 ***********************************************************************
 NG0005  DESIGNATION -  22.167 PMRR
 NG0005  PID         -  NG0005
 NG0005  STATE/COUNTY-  MI/ALLEGAN
 NG0005  COUNTRY     -  US
 NG0005  USGS QUAD   -  HAMILTON WEST (2017)
 NG0005
 NG0005                         *CURRENT SURVEY CONTROL
 NG0005  ______________________________________________________________________
 NG0005* NAD 83(1986) POSITION- 42 39 07.     (N) 086 06 25.     (W)   SCALED
 NG0005* NAVD 88 ORTHO HEIGHT -   183.655 (meters)      602.54  (feet) ADJUSTED
 NG0005  ______________________________________________________________________
 NG0005  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 NG0005  DYNAMIC HEIGHT  -        183.607 (meters)      602.38  (feet) COMP
 NG0005  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 NG0005
 NG0005  VERT ORDER      -  FIRST     CLASS II
 NG0005
 NG0005.The horizontal coordinates were scaled from a map and have
 NG0005.an estimated accuracy of +/- 6 seconds.
 NG0005
 NG0005.The orthometric height was determined by differential leveling and
 NG0005.adjusted by the NATIONAL GEODETIC SURVEY
 NG0005.in June 1991.
 NG0005
 NG0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0005.GEOID18 height accuracy estimate available here.
 NG0005
 NG0005.Click photographs - Photos may exist for this station.
 NG0005
 NG0005.The dynamic height is computed by dividing the NAVD 88
 NG0005.geopotential number by the normal gravity value computed on the
 NG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0005.degrees latitude (g = 980.6199 gals.).
 NG0005
 NG0005.The modeled gravity was interpolated from observed gravity values.
 NG0005
 NG0005;                    North         East    Units  Estimated Accuracy
 NG0005;SPC MI S     -   129,430.    3,857,320.      MT  (+/- 180 meters Scaled)
 NG0005
 NG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN732225(NAD 83)
 NG0005
 NG0005                          SUPERSEDED SURVEY CONTROL
 NG0005
 NG0005  NGVD 29 (??/??/92)  183.801  (m)          603.02   (f) ADJ UNCH    1 2
 NG0005
 NG0005.Superseded values are not recommended for survey control.
 NG0005
 NG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0005.See file dsdata.pdf to determine how the superseded data were derived.
 NG0005
 NG0005_MARKER: Q = CHISELED SQUARE
 NG0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0005_SP_SET: ABUTMENT
 NG0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0005
 NG0005  HISTORY     - Date     Condition        Report By
 NG0005  HISTORY     - UNK      MONUMENTED       PMRR
 NG0005  HISTORY     - 1934     GOOD             CGS
 NG0005  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0005  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0005
 NG0005                          STATION DESCRIPTION
 NG0005
 NG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0005'AT NEW RICHMOND.
 NG0005'AT NEW RICHMOND, ALLEGAN COUNTY, AT THE PERE MARQUETTE RAILWAY
 NG0005'BRIDGE OVER KALAMAZOO RIVER, AND ON THE SOUTHEAST CORNER OF THE
 NG0005'BACK WALL OF THE NORTH ABUTMENT.  A CHISELED SQUARE.  NOTE-- THE
 NG0005'MARK MORE NEARLY RESEMBLES A V THAN A SQUARE.
 NG0005
 NG0005                          STATION RECOVERY (1978)
 NG0005
 NG0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0005'MARK NOT FOUND.
 NG0005
 NG0005                          STATION RECOVERY (1984)
 NG0005
 NG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0005'NOT RECOVERED, CORNER OF ABUTMENT HAS BEEN BROKEN OFF.
 NG0005
 NG0005                          STATION RECOVERY (1988)
 NG0005
 NG0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5409 ***********************************************************************
 AA5409  DESIGNATION -  22051
 AA5409  PID         -  AA5409
 AA5409  STATE/COUNTY-  MI/OAKLAND
 AA5409  COUNTRY     -  US
 AA5409  USGS QUAD   -  MILFORD (2017)
 AA5409
 AA5409                         *CURRENT SURVEY CONTROL
 AA5409  ______________________________________________________________________
 AA5409* NAD 83(2011) POSITION- 42 31 26.16014(N) 083 32 17.62099(W)   ADJUSTED
 AA5409* NAD 83(2011) ELLIP HT-   249.461 (meters)        (06/27/12)   ADJUSTED
 AA5409* NAD 83(2011) EPOCH   -  2010.00
 AA5409* NAVD 88 ORTHO HEIGHT -   283.2   (meters)      929.    (feet) GPS OBS
 AA5409  ______________________________________________________________________
 AA5409  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5409  GEOID HEIGHT    -         -33.61 (meters)                     GEOID93
 AA5409  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 AA5409  NAD 83(2011) X  -    529,844.528 (meters)                     COMP
 AA5409  NAD 83(2011) Y  - -4,678,134.349 (meters)                     COMP
 AA5409  NAD 83(2011) Z  -  4,288,843.088 (meters)                     COMP
 AA5409  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 AA5409
 AA5409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5409  Standards:
 AA5409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5409  -------------------------------------------------------------------
 AA5409  NETWORK    0.53   0.61           0.24   0.18   0.31      0.10852371
 AA5409  -------------------------------------------------------------------
 AA5409  Click here for local accuracies and other accuracy information.
 AA5409
 AA5409.The horizontal coordinates were established by GPS observations
 AA5409.and adjusted by the National Geodetic Survey in June 2012.
 AA5409
 AA5409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5409.been affixed to the stable North American tectonic plate. See 
 AA5409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5409
 AA5409.The horizontal coordinates are valid at the epoch date displayed above
 AA5409.which is a decimal equivalence of Year/Month/Day.
 AA5409
 AA5409.The orthometric height was determined by GPS observations and a
 AA5409.high-resolution geoid model.
 AA5409
 AA5409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5409.GEOID18 height accuracy estimate available here.
 AA5409
 AA5409.Click photographs - Photos may exist for this station.
 AA5409
 AA5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5409
 AA5409.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5409
 AA5409.The ellipsoidal height was determined by GPS observations
 AA5409.and is referenced to NAD 83.
 AA5409
 AA5409. The following values were computed from the NAD 83(2011) position.
 AA5409
 AA5409;                    North         East     Units Scale Factor Converg.
 AA5409;SPC MI S     -   114,070.746 4,068,064.766   MT  0.99992662   +0 33 49.6
 AA5409;SPC MI S     -   374,247.85 13,346,669.18   iFT  0.99992662   +0 33 49.6
 AA5409;UTM  17      - 4,711,072.942   291,517.170   MT  1.00013480   -1 42 58.3
 AA5409
 AA5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5409!SPC MI S     -   0.99996088  x   0.99992662  =   0.99988750
 AA5409!UTM  17      -   0.99996088  x   1.00013480  =   1.00009567
 AA5409
 AA5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9151711072(NAD 83)
 AA5409
 AA5409                          SUPERSEDED SURVEY CONTROL
 AA5409
 AA5409  NAD 83(2007)-  42 31 26.16034(N)    083 32 17.62149(W) AD(2002.00) 0
 AA5409  ELLIP H (02/10/07)  249.457  (m)                       GP(2002.00)    
 AA5409  ELLIP H (07/12/02)  249.482  (m)                       GP(       ) 4 1
 AA5409  NAD 83(1994)-  42 31 26.16016(N)    083 32 17.62124(W) AD(       ) 1
 AA5409  ELLIP H (02/03/97)  249.518  (m)                       GP(       ) 4 1
 AA5409  NAD 83(1986)-  42 31 26.16472(N)    083 32 17.65042(W) AD(       ) 1
 AA5409
 AA5409.Superseded values are not recommended for survey control.
 AA5409
 AA5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5409.See file dsdata.pdf to determine how the superseded data were derived.
 AA5409
 AA5409_MARKER: DD = SURVEY DISK
 AA5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5409_STAMPING: 22051
 AA5409_MARK LOGO: MI-125
 AA5409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5409+STABILITY: SURFACE MOTION
 AA5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5409+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AA5409
 AA5409  HISTORY     - Date     Condition        Report By
 AA5409  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5409  HISTORY     - 20000808 GOOD             WOOLPT
 AA5409  HISTORY     - 20040306 POOR             USPSQD
 AA5409  HISTORY     - 20060113 POOR             INDIV
 AA5409
 AA5409                          STATION DESCRIPTION
 AA5409
 AA5409'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5409'INTERSTATE 96 TO EXIT 155 (WIXOM ROAD EXIT), THENCE NORTH 1.8 MILES
 AA5409'(2.9 KM) ALONG WIXOM ROAD TO THE INTERSECTION OF PONTIAC TRAIL AND THE
 AA5409'MONUMENT AT THE SOUTHEAST QUADRANT OF THE INTERSECTION, THE MONUMENT
 AA5409'IS 39.6 FEET (12.1 M) EAST OF THE CENTERLINE OF WIXOM ROAD, 123 FEET
 AA5409'(37.5 M) SOUTH OF THE CENTERLINE OF PONTIAC TRAIL, 77 FEET (23.5 M)
 AA5409'WEST NORTHWEST OF A POWER POLE, 174.3 FEET (53.1 M) WEST OF THE
 AA5409'SOUTHWEST CORNER OF A BRICK GAS STATION BUILDING, AND 1 FOOT (0.3 M)
 AA5409'HIGHER THAN WIXOM ROAD.
 AA5409
 AA5409                          STATION RECOVERY (2000)
 AA5409
 AA5409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5409'RECOVERED IN GOOD CONDITION.
 AA5409
 AA5409                          STATION RECOVERY (2004)
 AA5409
 AA5409'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5409'MARK RECOVERED IN POOR CONDITION.
 AA5409
 AA5409                          STATION RECOVERY (2006)
 AA5409
 AA5409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5409'TOP DAMAGED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0067 ***********************************************************************
 RH0067  DESIGNATION -  221 LIC+263
 RH0067  PID         -  RH0067
 RH0067  STATE/COUNTY-  MI/CHIPPEWA
 RH0067  COUNTRY     -  US
 RH0067  USGS QUAD   -  LIME ISLAND (2017)
 RH0067
 RH0067                         *CURRENT SURVEY CONTROL
 RH0067  ______________________________________________________________________
 RH0067* NAD 83(1994) POSITION- 46 01 54.26519(N) 083 56 02.15070(W)   ADJUSTED
 RH0067* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON3
 RH0067  ______________________________________________________________________
 RH0067  GEOID HEIGHT    -        -36.759 (meters)                     GEOID18
 RH0067  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 RH0067  HORZ ORDER      -  SECOND
 RH0067
 RH0067.The horizontal coordinates were established by classical geodetic methods
 RH0067.and adjusted by the National Geodetic Survey in February 1997.
 RH0067
 RH0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0067
 RH0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0067.GEOID18 height accuracy estimate available here.
 RH0067
 RH0067.Click photographs - Photos may exist for this station.
 RH0067
 RH0067.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0067
 RH0067. The following values were computed from the NAD 83(1994) position.
 RH0067
 RH0067;                    North         East     Units Scale Factor Converg.
 RH0067;SPC MI N     -   143,342.628 8,237,292.069   MT  0.99991258   +2 12 58.0
 RH0067;SPC MI N     -   470,284.21 27,025,236.45   iFT  0.99991258   +2 12 58.0
 RH0067;UTM  17      - 5,101,759.769   272,952.348   MT  1.00023377   -2 06 45.1
 RH0067;UTM  16      - 5,102,145.466   737,273.097   MT  1.00029215   +2 12 27.9
 RH0067
 RH0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0067!SPC MI N     -   0.99997786  x   0.99991258  =   0.99989044
 RH0067!UTM  17      -   0.99997786  x   1.00023377  =   1.00021162
 RH0067!UTM  16      -   0.99997786  x   1.00029215  =   1.00027000
 RH0067
 RH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7295201759(NAD 83)
 RH0067
 RH0067                          SUPERSEDED SURVEY CONTROL
 RH0067
 RH0067  NAD 83(1986)-  46 01 54.25310(N)    083 56 02.14390(W) AD(       ) 2
 RH0067  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RH0067
 RH0067.Superseded values are not recommended for survey control.
 RH0067
 RH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0067.See file dsdata.pdf to determine how the superseded data were derived.
 RH0067
 RH0067_MARKER: DS = TRIANGULATION STATION DISK
 RH0067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0067+WITH SETTING: INFORMATION.
 RH0067_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RH0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0067
 RH0067  HISTORY     - Date     Condition        Report By
 RH0067  HISTORY     - 1988     MONUMENTED       USACE
 RH0067
 RH0067                          STATION DESCRIPTION
 RH0067
 RH0067'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0067'THE STATION IS LOCATED ABOUT 60.4 KM (37.5 MI) SOUTH-SOUTHEAST OF
 RH0067'SAULT STE MARIE,
 RH0067'55.8 KM (34.7 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0067'5.2 KM (3.2 MI) NORTHWEST OF DETOUR VILLAGE
 RH0067'ON SWEETS ISLAND IN SEC 16, T42N-R4E
 RH0067'OWNERSHIP---DETOUR DOCK COMPANY
 RH0067'
 RH0067'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0067'SOUTH 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0067'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES TO SWEETS ISLAND WHERE THE
 RH0067'STATION IS LOCATED.
 RH0067'
 RH0067'THE STATION IS A STANDARD COE DISK
 RH0067'THAT IS
 RH0067'STAMPED---LIC+263---,
 RH0067'SET INTO A COVERED PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RH0067'DRIVEN INTO THE GROUND LOCATED AT THE NORTH END OF THE ISLAND 12.2
 RH0067'METERS
 RH0067'(40 FT) FROM THE WATERS EDGE.
 RH0067'
 RH0067'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5207 ***********************************************************************
 AA5207  DESIGNATION -  22200
 AA5207  PID         -  AA5207
 AA5207  STATE/COUNTY-  MI/DICKINSON
 AA5207  COUNTRY     -  US
 AA5207  USGS QUAD   -  WAUCEDAH (2017)
 AA5207
 AA5207                         *CURRENT SURVEY CONTROL
 AA5207  ______________________________________________________________________
 AA5207* NAD 83(2011) POSITION- 45 45 05.75330(N) 087 42 20.42792(W)   NO CHECK
 AA5207* NAD 83(2011) ELLIP HT-   269.164 (meters)        (06/27/12)   NO CHECK
 AA5207* NAD 83(2011) EPOCH   -  2010.00
 AA5207* NAVD 88 ORTHO HEIGHT -   304.1   (meters)      998.    (feet) GPS OBS
 AA5207  ______________________________________________________________________
 AA5207  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5207  GEOID HEIGHT    -         -34.46 (meters)                     GEOID93
 AA5207  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 AA5207  NAD 83(2011) X  -    178,479.467 (meters)                     COMP
 AA5207  NAD 83(2011) Y  - -4,454,753.010 (meters)                     COMP
 AA5207  NAD 83(2011) Z  -  4,546,218.123 (meters)                     COMP
 AA5207  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 AA5207
 AA5207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5207  Standards:
 AA5207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5207  -------------------------------------------------------------------
 AA5207  NETWORK   24.86   8.86          11.26   7.82   4.52     -0.47640272
 AA5207  -------------------------------------------------------------------
 AA5207  Click here for local accuracies and other accuracy information.
 AA5207
 AA5207.The horizontal coordinates were established by GPS observations
 AA5207.and adjusted by the National Geodetic Survey in June 2012.
 AA5207
 AA5207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5207.been affixed to the stable North American tectonic plate. See 
 AA5207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5207
 AA5207.The horizontal coordinates are valid at the epoch date displayed above
 AA5207.which is a decimal equivalence of Year/Month/Day.
 AA5207
 AA5207.No horizontal observational check was made to the station.
 AA5207
 AA5207.The orthometric height was determined by GPS observations and a
 AA5207.high-resolution geoid model.
 AA5207
 AA5207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5207.GEOID18 height accuracy estimate available here.
 AA5207
 AA5207.Click photographs - Photos may exist for this station.
 AA5207
 AA5207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5207
 AA5207.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5207
 AA5207.The ellipsoidal height was determined by GPS observations
 AA5207.and is referenced to NAD 83.
 AA5207
 AA5207. The following values were computed from the NAD 83(2011) position.
 AA5207
 AA5207;                    North         East     Units Scale Factor Converg.
 AA5207;SPC MI N     -   107,862.053 7,945,095.727   MT  0.99994594   -0 30 36.2
 AA5207;SPC MI N     -   353,878.13 26,066,587.03   iFT  0.99994594   -0 30 36.2
 AA5207;UTM  16      - 5,066,691.065   445,114.030   MT  0.99963703   -0 30 19.8
 AA5207
 AA5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5207!SPC MI N     -   0.99995780  x   0.99994594  =   0.99990375
 AA5207!UTM  16      -   0.99995780  x   0.99963703  =   0.99959485
 AA5207
 AA5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4511466691(NAD 83)
 AA5207
 AA5207                          SUPERSEDED SURVEY CONTROL
 AA5207
 AA5207  NAD 83(2007)-  45 45 05.75347(N)    087 42 20.42889(W) AD(2002.00) 0
 AA5207  ELLIP H (02/10/07)  269.186  (m)                       GP(2002.00)    
 AA5207  ELLIP H (07/17/02)  269.222  (m)                       GP(       ) 4 1
 AA5207  NAD 83(1994)-  45 45 05.75146(N)    087 42 20.42557(W) AD(       ) 1
 AA5207  ELLIP H (02/03/97)  269.197  (m)                       GP(       ) 4 1
 AA5207  NAD 83(1991)-  45 45 05.75298(N)    087 42 20.42271(W) AD(       ) 1
 AA5207
 AA5207.Superseded values are not recommended for survey control.
 AA5207
 AA5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5207.See file dsdata.pdf to determine how the superseded data were derived.
 AA5207
 AA5207_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5207_STAMPING: 22200 1992
 AA5207_MARK LOGO: MIDT
 AA5207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5207+STABILITY: SURFACE MOTION
 AA5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5207+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2025
 AA5207
 AA5207  HISTORY     - Date     Condition        Report By
 AA5207  HISTORY     - 1992     MONUMENTED       MIDT
 AA5207  HISTORY     - 20010331 GOOD             NGS
 AA5207  HISTORY     - 20010530 GOOD             UPENGN
 AA5207  HISTORY     - 20031017 GOOD             USPSQD
 AA5207  HISTORY     - 20060427 GOOD             USPSQD
 AA5207  HISTORY     - 20250627 GOOD             MIDT
 AA5207
 AA5207                          STATION DESCRIPTION
 AA5207
 AA5207'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5207'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION
 AA5207'25, T-39-N, R-28-W, WAUCEDAH TOWNSHIP, DICKINSON COUNTY. IT IS ABOUT
 AA5207'2-1/2 MILES NORTHWESTERLY ALONG UNITED STATES HIGHWAY 2 FROM CUNARD,
 AA5207'AND ABOUT 1/2 MILE WEST OF THE MENOMINEE-DICKINSON COUNTY LINE AND ON
 AA5207'THE WAUCEDAH QUADRANGLE MAP.
 AA5207'
 AA5207'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND COUNTY ROAD
 AA5207'NO. 43 AT CUNARD,  GO NORTHWEST AND WEST ALONG UNITED STATES HIGHWAY 2
 AA5207'FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT (SOUTH), ON HIGHWAY
 AA5207'RIGHT OF WAY, AND NEAR EDGE OF FARM FIELD.
 AA5207'
 AA5207'STATION IS A STANDARD MIDT ALUMINUM  DISK SET IN TOP OF 12-INCH
 AA5207'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 69 FT (21.0
 AA5207'M) SOUTH OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2, 130 FT
 AA5207'(39.6 M) EAST OF A LIGHTLY USED FIELD DRIVE,  35 FT (10.7 M) EAST OF A
 AA5207'4-INCH APPLE TREE,  80 FT (24.4 M) NORTHWESTERLY OF A 15-INCH PINE
 AA5207'TREE, AND 4 FT (1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5207
 AA5207                          STATION RECOVERY (2001)
 AA5207
 AA5207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5207
 AA5207                          STATION RECOVERY (2001)
 AA5207
 AA5207'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5207'RECOVERED IN GOOD CONDITION.
 AA5207
 AA5207                          STATION RECOVERY (2003)
 AA5207
 AA5207'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5207'RECOVERED IN GOOD CONDITION.
 AA5207
 AA5207                          STATION RECOVERY (2006)
 AA5207
 AA5207'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5207'RECOVERED IN GOOD CONDITION.
 AA5207
 AA5207                          STATION RECOVERY (2025)
 AA5207
 AA5207'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA5207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5208 ***********************************************************************
 AA5208  DESIGNATION -  22201
 AA5208  PID         -  AA5208
 AA5208  STATE/COUNTY-  MI/DICKINSON
 AA5208  COUNTRY     -  US
 AA5208  USGS QUAD   -  VULCAN (2017)
 AA5208
 AA5208                         *CURRENT SURVEY CONTROL
 AA5208  ______________________________________________________________________
 AA5208* NAD 83(2011) POSITION- 45 46 33.77222(N) 087 49 58.11299(W)   ADJUSTED
 AA5208* NAD 83(2011) ELLIP HT-   241.174 (meters)        (06/27/12)   ADJUSTED
 AA5208* NAD 83(2011) EPOCH   -  2010.00
 AA5208* NAVD 88 ORTHO HEIGHT -   275.9   (meters)      905.    (feet) GPS OBS
 AA5208  ______________________________________________________________________
 AA5208  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5208  GEOID HEIGHT    -         -34.21 (meters)                     GEOID93
 AA5208  GEOID HEIGHT    -        -34.726 (meters)                     GEOID18
 AA5208  NAD 83(2011) X  -    168,519.927 (meters)                     COMP
 AA5208  NAD 83(2011) Y  - -4,453,172.866 (meters)                     COMP
 AA5208  NAD 83(2011) Z  -  4,548,093.923 (meters)                     COMP
 AA5208  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 AA5208
 AA5208  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5208  Standards:
 AA5208         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5208            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5208  -------------------------------------------------------------------
 AA5208  NETWORK   17.99   6.25           8.16   5.33   3.19     -0.59520501
 AA5208  -------------------------------------------------------------------
 AA5208  Click here for local accuracies and other accuracy information.
 AA5208
 AA5208.The horizontal coordinates were established by GPS observations
 AA5208.and adjusted by the National Geodetic Survey in June 2012.
 AA5208
 AA5208.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5208.been affixed to the stable North American tectonic plate. See 
 AA5208.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5208
 AA5208.The horizontal coordinates are valid at the epoch date displayed above
 AA5208.which is a decimal equivalence of Year/Month/Day.
 AA5208
 AA5208.The orthometric height was determined by GPS observations and a
 AA5208.high-resolution geoid model.
 AA5208
 AA5208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5208.GEOID18 height accuracy estimate available here.
 AA5208
 AA5208.Click photographs - Photos may exist for this station.
 AA5208
 AA5208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5208
 AA5208.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5208
 AA5208.The ellipsoidal height was determined by GPS observations
 AA5208.and is referenced to NAD 83.
 AA5208
 AA5208. The following values were computed from the NAD 83(2011) position.
 AA5208
 AA5208;                    North         East     Units Scale Factor Converg.
 AA5208;SPC MI N     -   110,675.242 7,935,233.023   MT  0.99994208   -0 36 07.0
 AA5208;SPC MI N     -   363,107.75 26,034,229.08   iFT  0.99994208   -0 36 07.0
 AA5208;UTM  16      - 5,069,502.577   435,254.047   MT  0.99965154   -0 35 48.6
 AA5208
 AA5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5208!SPC MI N     -   0.99996219  x   0.99994208  =   0.99990427
 AA5208!UTM  16      -   0.99996219  x   0.99965154  =   0.99961375
 AA5208
 AA5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3525469502(NAD 83)
 AA5208
 AA5208                          SUPERSEDED SURVEY CONTROL
 AA5208
 AA5208  NAD 83(2007)-  45 46 33.77242(N)    087 49 58.11399(W) AD(2002.00) 0
 AA5208  ELLIP H (02/10/07)  241.196  (m)                       GP(2002.00)    
 AA5208  ELLIP H (07/17/02)  241.231  (m)                       GP(       ) 4 1
 AA5208  NAD 83(1994)-  45 46 33.77033(N)    087 49 58.11063(W) AD(       ) 1
 AA5208  ELLIP H (02/03/97)  241.205  (m)                       GP(       ) 4 1
 AA5208  NAD 83(1991)-  45 46 33.77203(N)    087 49 58.10790(W) AD(       ) 1
 AA5208
 AA5208.Superseded values are not recommended for survey control.
 AA5208
 AA5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5208.See file dsdata.pdf to determine how the superseded data were derived.
 AA5208
 AA5208_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5208_STAMPING: 22201 1992
 AA5208_MARK LOGO: MIDT
 AA5208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5208+STABILITY: SURFACE MOTION
 AA5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5208+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5208
 AA5208  HISTORY     - Date     Condition        Report By
 AA5208  HISTORY     - 1992     MONUMENTED       MIDT
 AA5208  HISTORY     - 20010331 GOOD             NGS
 AA5208  HISTORY     - 20010530 GOOD             UPENGN
 AA5208  HISTORY     - 20031017 GOOD             USPSQD
 AA5208  HISTORY     - 20060427 GOOD             USPSQD
 AA5208
 AA5208                          STATION DESCRIPTION
 AA5208
 AA5208'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5208'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHWEST 1/4 OF SECTION 13
 AA5208'T-39-N, R-29-W, NORWAY TOWNSHIP, DICKINSON COUNTY.  IT IS ABOUT 3/4
 AA5208'MILE WEST OF LORETTO,  ABOUT 3-3/4 MILES EAST ALONG UNITED STATES
 AA5208'HIGHWAY 2 FROM THE TRAFFIC LIGHT IN NORWAY,  ABOUT 4 MILES (6.4 KM)
 AA5208'EAST OF THE JUNCTION OF UNITED STATES HIGHWAY 2 AND UNITED STATES
 AA5208'HIGHWAY 8 IN NORWAY, AND ON THE VULCAN QUADRANGLE MAP.
 AA5208'
 AA5208'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND HAMILTON
 AA5208'LAKE ROAD AT LORETTO GO NORTHWESTERLY ALONG UNITED STATES HIGHWAY 2
 AA5208'FOR 0.9 MI (1.4 KM) , WHICH IS ALSO 0.3 MI (0.5 KM) NORTHWESTERLY OF
 AA5208'THE UNITED STATES HIGHWAY 2 BRIDGE OVER THE STURGEON RIVER TO THE
 AA5208'STATION ON THE LEFT (SOUTH).
 AA5208'
 AA5208'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA5208'DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. IT IS 0.3 MI
 AA5208'(0.5 KM) NORTHWEST OF THE UNITED STATES HIGHWAY 2 STURGEON RIVER
 AA5208'BRIDGE, 51 FT (15.5 M) SOUTH OF THE CENTER OF EXISTING UNITED STATES
 AA5208'HIGHWAY 2 AT THE TOP OF BACKSLOPE, 60 FT (18.3 M) EAST OF A BILLBOARD
 AA5208'(WELCOME TO DICKINSON COUNTY), 10 FT (3.0 M) NORTH OF ATV TRAIL, AND 6
 AA5208'FT (1.8 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 AA5208
 AA5208                          STATION RECOVERY (2001)
 AA5208
 AA5208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5208
 AA5208                          STATION RECOVERY (2001)
 AA5208
 AA5208'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5208'RECOVERED IN GOOD CONDITION.
 AA5208
 AA5208                          STATION RECOVERY (2003)
 AA5208
 AA5208'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5208'RECOVERED IN GOOD CONDITION.
 AA5208
 AA5208                          STATION RECOVERY (2006)
 AA5208
 AA5208'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5209 ***********************************************************************
 AA5209  DESIGNATION -  22202
 AA5209  PID         -  AA5209
 AA5209  STATE/COUNTY-  MI/DICKINSON
 AA5209  COUNTRY     -  US
 AA5209  USGS QUAD   -  VULCAN (2017)
 AA5209
 AA5209                         *CURRENT SURVEY CONTROL
 AA5209  ______________________________________________________________________
 AA5209* NAD 83(2011) POSITION- 45 46 34.94493(N) 087 51 06.82189(W)   ADJUSTED
 AA5209* NAD 83(2011) ELLIP HT-   247.634 (meters)        (06/27/12)   ADJUSTED
 AA5209* NAD 83(2011) EPOCH   -  2010.00
 AA5209* NAVD 88 ORTHO HEIGHT -   282.3   (meters)      926.    (feet) GPS OBS
 AA5209  ______________________________________________________________________
 AA5209  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5209  GEOID HEIGHT    -         -34.18 (meters)                     GEOID93
 AA5209  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 AA5209  NAD 83(2011) X  -    167,035.717 (meters)                     COMP
 AA5209  NAD 83(2011) Y  - -4,453,207.328 (meters)                     COMP
 AA5209  NAD 83(2011) Z  -  4,548,123.806 (meters)                     COMP
 AA5209  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 AA5209
 AA5209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5209  Standards:
 AA5209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5209  -------------------------------------------------------------------
 AA5209  NETWORK   17.80   6.08           8.06   5.20   3.10     -0.62979002
 AA5209  -------------------------------------------------------------------
 AA5209  Click here for local accuracies and other accuracy information.
 AA5209
 AA5209.The horizontal coordinates were established by GPS observations
 AA5209.and adjusted by the National Geodetic Survey in June 2012.
 AA5209
 AA5209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5209.been affixed to the stable North American tectonic plate. See 
 AA5209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5209
 AA5209.The horizontal coordinates are valid at the epoch date displayed above
 AA5209.which is a decimal equivalence of Year/Month/Day.
 AA5209
 AA5209.The orthometric height was determined by GPS observations and a
 AA5209.high-resolution geoid model.
 AA5209
 AA5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5209.GEOID18 height accuracy estimate available here.
 AA5209
 AA5209.Click photographs - Photos may exist for this station.
 AA5209
 AA5209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5209
 AA5209.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5209
 AA5209.The ellipsoidal height was determined by GPS observations
 AA5209.and is referenced to NAD 83.
 AA5209
 AA5209. The following values were computed from the NAD 83(2011) position.
 AA5209
 AA5209;                    North         East     Units Scale Factor Converg.
 AA5209;SPC MI N     -   110,727.217 7,933,749.179   MT  0.99994203   -0 36 56.7
 AA5209;SPC MI N     -   363,278.27 26,029,360.82   iFT  0.99994203   -0 36 56.7
 AA5209;UTM  16      - 5,069,554.403   433,770.628   MT  0.99965392   -0 36 37.8
 AA5209
 AA5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5209!SPC MI N     -   0.99996118  x   0.99994203  =   0.99990321
 AA5209!UTM  16      -   0.99996118  x   0.99965392  =   0.99961511
 AA5209
 AA5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3377069554(NAD 83)
 AA5209
 AA5209                          SUPERSEDED SURVEY CONTROL
 AA5209
 AA5209  NAD 83(2007)-  45 46 34.94513(N)    087 51 06.82288(W) AD(2002.00) 0
 AA5209  ELLIP H (02/10/07)  247.656  (m)                       GP(2002.00)    
 AA5209  ELLIP H (07/17/02)  247.692  (m)                       GP(       ) 4 1
 AA5209  NAD 83(1994)-  45 46 34.94308(N)    087 51 06.81950(W) AD(       ) 1
 AA5209  ELLIP H (02/03/97)  247.666  (m)                       GP(       ) 4 1
 AA5209  NAD 83(1991)-  45 46 34.94472(N)    087 51 06.81682(W) AD(       ) 1
 AA5209
 AA5209.Superseded values are not recommended for survey control.
 AA5209
 AA5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5209.See file dsdata.pdf to determine how the superseded data were derived.
 AA5209
 AA5209_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5209_STAMPING: 22202 1992
 AA5209_MARK LOGO: MIDT
 AA5209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5209+STABILITY: SURFACE MOTION
 AA5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5209
 AA5209  HISTORY     - Date     Condition        Report By
 AA5209  HISTORY     - 1992     MONUMENTED       MIDT
 AA5209  HISTORY     - 20010331 GOOD             NGS
 AA5209  HISTORY     - 20010409 POOR             MIDT
 AA5209  HISTORY     - 20010530 MARK NOT FOUND   UPENGN
 AA5209
 AA5209                          STATION DESCRIPTION
 AA5209
 AA5209'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5209'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION
 AA5209'14, T-39-N, R-29-W, NORWAY TOWNSHIP.  IT IS ABOUT 1-1/2 MILES WEST OF
 AA5209'LORETTO, ABOUT 3 MILES (4.8 KM) EAST OF TRAFFIC LIGHT IN NORWAY, ABOUT
 AA5209'3-1/4 MI EAST OF JUNCTION UNITED STATES HIGHWAY 2 WITH UNITED STATES
 AA5209'HIGHWAY 8 IN NORWAY, AND ON THE VULCAN QUADRANGLE MAP.
 AA5209'
 AA5209'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND HAMILTON
 AA5209'LAKE ROAD IN LORETTO GO 1.8 MI (2.9 KM) NORTHWESTERLY ALONG UNITED
 AA5209'STATES HIGHWAY 2 TO STATION ON THE LEFT (SOUTH), NEAR EDGE OF WETLAND
 AA5209'AT TOE OF HIGHWAY SLOPE.
 AA5209'
 AA5209'STATION IS STANDARD MIDT ALUMINUM DISK SET IN TOP OF 12-INCH DIAMETER
 AA5209'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 60 FT (18.3 M) SOUTH
 AA5209'OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2,  85 FT (25.9 M)
 AA5209'NORTH OF THE CENTER OF RAILROAD TRACKS,  120 FT (36.6 M) NORTHWESTERLY
 AA5209'OF A 14-INCH TAMARACK TREE, AND 4 FT (1.2 M) NORTH OF A METAL WITNESS
 AA5209'POST WITH SIGN.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5209'THE CONCRETE POST WAS FOUND RECENTLY UPROOTED FROM THE GROUND BY
 AA5209'SUB-SURFACE TELEPHONE CABLE CONSTRUCTION EQUIPMENT.  CONSIDER
 AA5209'DESTROYED, THE DISK WILL BE REMOVED IN THE NEAR FUTURE.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5209'FIBER OPTIC CABLE PLACED IN MARK LOCATION IN 2000.  A THOROUGH SEARCH
 AA5209'REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5210 ***********************************************************************
 AA5210  DESIGNATION -  22203
 AA5210  PID         -  AA5210
 AA5210  STATE/COUNTY-  MI/DICKINSON
 AA5210  COUNTRY     -  US
 AA5210  USGS QUAD   -  NORWAY (2017)
 AA5210
 AA5210                         *CURRENT SURVEY CONTROL
 AA5210  ______________________________________________________________________
 AA5210* NAD 83(2011) POSITION- 45 48 20.39533(N) 087 59 32.03949(W)   ADJUSTED
 AA5210* NAD 83(2011) ELLIP HT-   283.447 (meters)        (06/27/12)   ADJUSTED
 AA5210* NAD 83(2011) EPOCH   -  2010.00
 AA5210* NAVD 88 ORTHO HEIGHT -   317.9   (meters)     1043.    (feet) GPS OBS
 AA5210  ______________________________________________________________________
 AA5210  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5210  GEOID HEIGHT    -         -33.91 (meters)                     GEOID93
 AA5210  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 AA5210  NAD 83(2011) X  -    156,046.811 (meters)                     COMP
 AA5210  NAD 83(2011) Y  - -4,451,295.702 (meters)                     COMP
 AA5210  NAD 83(2011) Z  -  4,550,419.698 (meters)                     COMP
 AA5210  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 AA5210
 AA5210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5210  Standards:
 AA5210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5210  -------------------------------------------------------------------
 AA5210  NETWORK    5.20   2.82           2.36   1.80   1.44      0.14897565
 AA5210  -------------------------------------------------------------------
 AA5210  Click here for local accuracies and other accuracy information.
 AA5210
 AA5210.The horizontal coordinates were established by GPS observations
 AA5210.and adjusted by the National Geodetic Survey in June 2012.
 AA5210
 AA5210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5210.been affixed to the stable North American tectonic plate. See 
 AA5210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5210
 AA5210.The horizontal coordinates are valid at the epoch date displayed above
 AA5210.which is a decimal equivalence of Year/Month/Day.
 AA5210
 AA5210.The orthometric height was determined by GPS observations and a
 AA5210.high-resolution geoid model.
 AA5210
 AA5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5210.GEOID18 height accuracy estimate available here.
 AA5210
 AA5210.Click photographs - Photos may exist for this station.
 AA5210
 AA5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5210
 AA5210.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5210
 AA5210.The ellipsoidal height was determined by GPS observations
 AA5210.and is referenced to NAD 83.
 AA5210
 AA5210. The following values were computed from the NAD 83(2011) position.
 AA5210
 AA5210;                    North         East     Units Scale Factor Converg.
 AA5210;SPC MI N     -   114,109.415 7,922,876.526   MT  0.99993766   -0 43 01.8
 AA5210;SPC MI N     -   374,374.72 25,993,689.39   iFT  0.99993766   -0 43 01.8
 AA5210;UTM  16      - 5,072,934.625   422,900.658   MT  0.99967308   -0 42 41.2
 AA5210
 AA5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5210!SPC MI N     -   0.99995557  x   0.99993766  =   0.99989323
 AA5210!UTM  16      -   0.99995557  x   0.99967308  =   0.99962866
 AA5210
 AA5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2290072934(NAD 83)
 AA5210
 AA5210                          SUPERSEDED SURVEY CONTROL
 AA5210
 AA5210  NAD 83(2007)-  45 48 20.39547(N)    087 59 32.04049(W) AD(2002.00) 0
 AA5210  ELLIP H (02/10/07)  283.474  (m)                       GP(2002.00)    
 AA5210  ELLIP H (07/17/02)  283.496  (m)                       GP(       ) 4 1
 AA5210  NAD 83(1994)-  45 48 20.39449(N)    087 59 32.04058(W) AD(       ) 1
 AA5210  ELLIP H (02/03/97)  283.492  (m)                       GP(       ) 4 1
 AA5210  NAD 83(1991)-  45 48 20.39459(N)    087 59 32.03959(W) AD(       ) 1
 AA5210
 AA5210.Superseded values are not recommended for survey control.
 AA5210
 AA5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5210.See file dsdata.pdf to determine how the superseded data were derived.
 AA5210
 AA5210_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5210_STAMPING: 22203 1992
 AA5210_MARK LOGO: MIDT
 AA5210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5210+STABILITY: SURFACE MOTION
 AA5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5210+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 AA5210
 AA5210  HISTORY     - Date     Condition        Report By
 AA5210  HISTORY     - 1992     MONUMENTED       MIDT
 AA5210  HISTORY     - 20010331 GOOD             NGS
 AA5210  HISTORY     - 20011022 GOOD             MIDT
 AA5210  HISTORY     - 20031017 GOOD             USPSQD
 AA5210  HISTORY     - 20060422 GOOD             JCLS
 AA5210  HISTORY     - 20080424 GOOD             JCLS
 AA5210
 AA5210                          STATION DESCRIPTION
 AA5210
 AA5210'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5210'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION 3,
 AA5210'T-39-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 1/4 MILE WEST OF QUINNESEC,
 AA5210'ABOUT 3-1/4 MILES EAST OF IRON MOUNTAIN, AND ON THE NORWAY QUADRANGLE
 AA5210'MAP.
 AA5210'
 AA5210'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND THE
 AA5210'QUINNESEC-LAKE ANTOINE ROAD (FLASHING LIGHT IN QUINNESEC) PROCEED 0.19
 AA5210'MI (0.31 KM) WEST ALONG UNITED STATES HIGHWAY 2 TO STATION ON THE LEFT
 AA5210'(SOUTH) OR FROM JUNCTION UNITED STATES HIGHWAY 2 WITH UNITED STATES
 AA5210'HIGHWAY 141 PROCEED EAST 1.1 MI (1.8 KM) (EAST) TO STATION ON THE
 AA5210'RIGHT (SOUTH).
 AA5210'
 AA5210'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5210'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 76 FT (23.2 M)
 AA5210'SOUTH OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2 EASTBOUND
 AA5210'LANES, 70 FT (21.3 M) NORTH OF THE CENTER OF THE MAIN LINE OF RAILROAD
 AA5210'TRACKS, 46 FT (14.0 M) NORTHWEST OF GUYPOLE NO. 81-25754, AND 1 FT
 AA5210'(0.3 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5210
 AA5210                          STATION RECOVERY (2001)
 AA5210
 AA5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5210
 AA5210                          STATION RECOVERY (2001)
 AA5210
 AA5210'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5210'RECOVERED IN GOOD CONDITION.
 AA5210
 AA5210                          STATION RECOVERY (2003)
 AA5210
 AA5210'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5210'RECOVERED IN GOOD CONDITION.
 AA5210
 AA5210                          STATION RECOVERY (2006)
 AA5210
 AA5210'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AA5210'RECOVERED IN GOOD CONDITION.
 AA5210
 AA5210                          STATION RECOVERY (2008)
 AA5210
 AA5210'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AA5210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5211 ***********************************************************************
 AA5211  DESIGNATION -  22204
 AA5211  PID         -  AA5211
 AA5211  STATE/COUNTY-  MI/DICKINSON
 AA5211  COUNTRY     -  US
 AA5211  USGS QUAD   -  IRON MOUNTAIN (2017)
 AA5211
 AA5211                         *CURRENT SURVEY CONTROL
 AA5211  ______________________________________________________________________
 AA5211* NAD 83(2011) POSITION- 45 48 18.70364(N) 088 00 41.90884(W)   ADJUSTED
 AA5211* NAD 83(2011) ELLIP HT-   285.296 (meters)        (06/27/12)   ADJUSTED
 AA5211* NAD 83(2011) EPOCH   -  2010.00
 AA5211* NAVD 88 ORTHO HEIGHT -   319.7   (meters)     1049.    (feet) GPS OBS
 AA5211  ______________________________________________________________________
 AA5211  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5211  GEOID HEIGHT    -         -33.88 (meters)                     GEOID93
 AA5211  GEOID HEIGHT    -        -34.409 (meters)                     GEOID18
 AA5211  NAD 83(2011) X  -    154,540.332 (meters)                     COMP
 AA5211  NAD 83(2011) Y  - -4,451,387.020 (meters)                     COMP
 AA5211  NAD 83(2011) Z  -  4,550,384.613 (meters)                     COMP
 AA5211  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 AA5211
 AA5211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5211  Standards:
 AA5211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5211  -------------------------------------------------------------------
 AA5211  NETWORK    6.24   3.04           2.85   2.14   1.55     -0.08243666
 AA5211  -------------------------------------------------------------------
 AA5211  Click here for local accuracies and other accuracy information.
 AA5211
 AA5211.The horizontal coordinates were established by GPS observations
 AA5211.and adjusted by the National Geodetic Survey in June 2012.
 AA5211
 AA5211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5211.been affixed to the stable North American tectonic plate. See 
 AA5211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5211
 AA5211.The horizontal coordinates are valid at the epoch date displayed above
 AA5211.which is a decimal equivalence of Year/Month/Day.
 AA5211
 AA5211.The orthometric height was determined by GPS observations and a
 AA5211.high-resolution geoid model.
 AA5211
 AA5211.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5211.GEOID18 height accuracy estimate available here.
 AA5211
 AA5211.Click photographs - Photos may exist for this station.
 AA5211
 AA5211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5211
 AA5211.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5211
 AA5211.The ellipsoidal height was determined by GPS observations
 AA5211.and is referenced to NAD 83.
 AA5211
 AA5211. The following values were computed from the NAD 83(2011) position.
 AA5211
 AA5211;                    North         East     Units Scale Factor Converg.
 AA5211;SPC MI N     -   114,076.260 7,921,367.400   MT  0.99993772   -0 43 52.3
 AA5211;SPC MI N     -   374,265.94 25,988,738.19   iFT  0.99993772   -0 43 52.3
 AA5211;UTM  16      - 5,072,901.326   421,391.933   MT  0.99967597   -0 43 31.3
 AA5211
 AA5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5211!SPC MI N     -   0.99995528  x   0.99993772  =   0.99989300
 AA5211!UTM  16      -   0.99995528  x   0.99967597  =   0.99963126
 AA5211
 AA5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2139172901(NAD 83)
 AA5211
 AA5211                          SUPERSEDED SURVEY CONTROL
 AA5211
 AA5211  NAD 83(2007)-  45 48 18.70379(N)    088 00 41.90985(W) AD(2002.00) 0
 AA5211  ELLIP H (02/10/07)  285.322  (m)                       GP(2002.00)    
 AA5211  ELLIP H (07/17/02)  285.345  (m)                       GP(       ) 4 1
 AA5211  NAD 83(1994)-  45 48 18.70276(N)    088 00 41.90993(W) AD(       ) 1
 AA5211  ELLIP H (02/03/97)  285.341  (m)                       GP(       ) 4 1
 AA5211  NAD 83(1991)-  45 48 18.70282(N)    088 00 41.90887(W) AD(       ) 1
 AA5211
 AA5211.Superseded values are not recommended for survey control.
 AA5211
 AA5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5211.See file dsdata.pdf to determine how the superseded data were derived.
 AA5211
 AA5211_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5211_STAMPING: 22204 1992
 AA5211_MARK LOGO: MIDT
 AA5211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5211+STABILITY: SURFACE MOTION
 AA5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5211+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5211
 AA5211  HISTORY     - Date     Condition        Report By
 AA5211  HISTORY     - 1992     MONUMENTED       MIDT
 AA5211  HISTORY     - 20010331 GOOD             NGS
 AA5211  HISTORY     - 20011022 GOOD             MIDT
 AA5211  HISTORY     - 20031017 GOOD             USPSQD
 AA5211  HISTORY     - 20060427 GOOD             USPSQD
 AA5211
 AA5211                          STATION DESCRIPTION
 AA5211
 AA5211'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5211'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHEAST 1/4 OF SECTION 4,
 AA5211'T-39-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 1.0 MILE (1.6 KM) WEST OF
 AA5211'QUINNESEC,  ABOUT 2-1/4 MILES EAST OF IRON MOUNTAIN, AND ON THE IRON
 AA5211'MOUNTAIN QUADRANGLE MAP.
 AA5211'
 AA5211'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND THE
 AA5211'QUINNESEC-LAKE ANTOINE ROAD (FLASHING LIGHT IN QUINNESEC) PROCEED 1.1
 AA5211'MI (1.8 KM) WEST ALONG UNITED STATES HIGHWAY 2 TO THE INTERSECTION
 AA5211'WITH THIRD STREET (SOUTH) AND STATION IN THE SOUTHWEST QUADRANT OF
 AA5211'INTERSECTION, JUST EAST OF JUNCTION UNITED STATES HIGHWAY 2 WITH
 AA5211'UNITED STATES HIGHWAY 141.
 AA5211'
 AA5211'STATION IS A STANDARD MIDT ALUMINUM  DISK SET IN TOP OF A 12-INCH
 AA5211'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 57 FT (17.4 M)
 AA5211'SOUTH OF THE CENTER OF UNITED STATES HIGHWAY 2 EASTBOUND LANES, 28 FT
 AA5211'(8.5 M) NORTH OF THE CENTER OF THE RAILROAD TRACK,  92 FT (28.0 M)
 AA5211'SOUTHWEST OF STREET LIGHT POLE NO. 92-20710,  119 FT (36.3 M) WEST OF
 AA5211'THE CENTER OF THIRD STREET, 75 FT (22.9 M) NORTHWEST OF A TELEPHONE
 AA5211'POLE, AND 2 FT (0.6 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5211
 AA5211                          STATION RECOVERY (2001)
 AA5211
 AA5211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5211
 AA5211                          STATION RECOVERY (2001)
 AA5211
 AA5211'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5211'RECOVERED IN GOOD CONDITION.
 AA5211
 AA5211                          STATION RECOVERY (2003)
 AA5211
 AA5211'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5211'RECOVERED IN GOOD CONDITION.
 AA5211
 AA5211                          STATION RECOVERY (2006)
 AA5211
 AA5211'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5212 ***********************************************************************
 AA5212  DESIGNATION -  22205
 AA5212  PID         -  AA5212
 AA5212  STATE/COUNTY-  MI/DICKINSON
 AA5212  COUNTRY     -  US
 AA5212  USGS QUAD   -  IRON MOUNTAIN (2017)
 AA5212
 AA5212                         *CURRENT SURVEY CONTROL
 AA5212  ______________________________________________________________________
 AA5212* NAD 83(2011) POSITION- 45 50 38.09664(N) 088 00 49.15780(W)   ADJUSTED
 AA5212* NAD 83(2011) ELLIP HT-   337.714 (meters)        (06/27/12)   ADJUSTED
 AA5212* NAD 83(2011) EPOCH   -  2010.00
 AA5212* NAVD 88 ORTHO HEIGHT -   372.0   (meters)     1220.    (feet) GPS OBS
 AA5212  ______________________________________________________________________
 AA5212  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5212  GEOID HEIGHT    -         -33.75 (meters)                     GEOID93
 AA5212  GEOID HEIGHT    -        -34.261 (meters)                     GEOID18
 AA5212  NAD 83(2011) X  -    154,278.166 (meters)                     COMP
 AA5212  NAD 83(2011) Y  - -4,448,344.021 (meters)                     COMP
 AA5212  NAD 83(2011) Z  -  4,553,421.405 (meters)                     COMP
 AA5212  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 AA5212
 AA5212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5212  Standards:
 AA5212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5212  -------------------------------------------------------------------
 AA5212  NETWORK    6.12   3.14           2.79   2.12   1.60     -0.04775704
 AA5212  -------------------------------------------------------------------
 AA5212  Click here for local accuracies and other accuracy information.
 AA5212
 AA5212.The horizontal coordinates were established by GPS observations
 AA5212.and adjusted by the National Geodetic Survey in June 2012.
 AA5212
 AA5212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5212.been affixed to the stable North American tectonic plate. See 
 AA5212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5212
 AA5212.The horizontal coordinates are valid at the epoch date displayed above
 AA5212.which is a decimal equivalence of Year/Month/Day.
 AA5212
 AA5212.The orthometric height was determined by GPS observations and a
 AA5212.high-resolution geoid model.
 AA5212
 AA5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5212.GEOID18 height accuracy estimate available here.
 AA5212
 AA5212.Click photographs - Photos may exist for this station.
 AA5212
 AA5212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5212
 AA5212.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5212
 AA5212.The ellipsoidal height was determined by GPS observations
 AA5212.and is referenced to NAD 83.
 AA5212
 AA5212. The following values were computed from the NAD 83(2011) position.
 AA5212
 AA5212;                    North         East     Units Scale Factor Converg.
 AA5212;SPC MI N     -   118,381.305 7,921,265.924   MT  0.99993233   -0 43 57.6
 AA5212;SPC MI N     -   388,390.11 25,988,405.26   iFT  0.99993233   -0 43 57.6
 AA5212;UTM  16      - 5,077,205.246   421,290.061   MT  0.99967616   -0 43 38.2
 AA5212
 AA5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5212!SPC MI N     -   0.99994706  x   0.99993233  =   0.99987939
 AA5212!UTM  16      -   0.99994706  x   0.99967616  =   0.99962324
 AA5212
 AA5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2129077205(NAD 83)
 AA5212
 AA5212                          SUPERSEDED SURVEY CONTROL
 AA5212
 AA5212  NAD 83(2007)-  45 50 38.09679(N)    088 00 49.15881(W) AD(2002.00) 0
 AA5212  ELLIP H (02/10/07)  337.740  (m)                       GP(2002.00)    
 AA5212  ELLIP H (07/17/02)  337.765  (m)                       GP(       ) 4 1
 AA5212  NAD 83(1994)-  45 50 38.09572(N)    088 00 49.15894(W) AD(       ) 1
 AA5212  ELLIP H (02/03/97)  337.759  (m)                       GP(       ) 4 1
 AA5212  NAD 83(1991)-  45 50 38.09571(N)    088 00 49.15772(W) AD(       ) 1
 AA5212
 AA5212.Superseded values are not recommended for survey control.
 AA5212
 AA5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5212.See file dsdata.pdf to determine how the superseded data were derived.
 AA5212
 AA5212_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5212_STAMPING: 22205 1992
 AA5212_MARK LOGO: MIDT
 AA5212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5212+STABILITY: SURFACE MOTION
 AA5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5212+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5212
 AA5212  HISTORY     - Date     Condition        Report By
 AA5212  HISTORY     - 1992     MONUMENTED       MIDT
 AA5212  HISTORY     - 20010331 GOOD             NGS
 AA5212  HISTORY     - 20011022 GOOD             MIDT
 AA5212  HISTORY     - 20031017 GOOD             USPSQD
 AA5212  HISTORY     - 20060427 GOOD             USPSQD
 AA5212  HISTORY     - 20090918 GOOD             GEOCAC
 AA5212
 AA5212                          STATION DESCRIPTION
 AA5212
 AA5212'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5212'STATION IS LOCATED IN QUAD. 450881, IN THE SOUTHEAST 1/4 OF SECTION
 AA5212'21, T-40-N, R-30-W, BREITUNG TOWNSHIP. AT THE WISCONSIN ELECTRIC POWER
 AA5212'TRANSMISSION LINE INTERSECTING WITH UPPER PINE CREEK ROAD, ABOUT 2-1/4
 AA5212'MILES EAST OF IRON MOUNTAIN, ABOUT 1/4 MILE EAST OF NORTHEAST END OF
 AA5212'LAKE ANTOINE, AND ON THE IRON MOUNTAIN QUADRANGLE MAP.
 AA5212'
 AA5212'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5212'NORTHERLY ON UNITED STATES HIGHWAY 2 FOR 1.78 MI (2.86 KM) TO LAKE
 AA5212'ANTOINE ROAD ON RIGHT.  TURN RIGHT (NORTHEASTERLY) ALONG EDGE OF LAKE
 AA5212'FOR 1.7 MI (2.7 KM) TO FORK IN THE ROAD (UPPER PINE CREEK ROAD). TAKE
 AA5212'LEFT FORK, UPPER PINE CREEK ROAD 0.23 MI (0.37 KM) TO POWER
 AA5212'TRANSMISSION LINE AND STATION ON THE LEFT ABOUT 5 FT (1.5 M) HIGHER
 AA5212'THAN ROADWAY.
 AA5212'
 AA5212'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN 12-INCH DIAMETER
 AA5212'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 45 FT (13.7 M)
 AA5212'NORTHEAST OF THE CENTER OF UPPER PINE CREEK ROAD, 28 FT (8.5 M) WEST
 AA5212'OF THE CENTER OF POWERLINE, 20 FT (6.1 M) SOUTHEAST OF UNDERGROUND
 AA5212'TELEPHONE LOCATION POST, 75 FT (22.9 M) SOUTHWESTERLY OF A 10-INCH
 AA5212'OAK, 93 FT (28.3 M) WESTERLY OF A CLUMP OF MAPLE TREES, AND 8 FT (2.4
 AA5212'M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5212
 AA5212                          STATION RECOVERY (2001)
 AA5212
 AA5212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5212
 AA5212                          STATION RECOVERY (2001)
 AA5212
 AA5212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5212'RECOVERED IN GOOD CONDITION.
 AA5212
 AA5212                          STATION RECOVERY (2003)
 AA5212
 AA5212'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5212'RECOVERED IN GOOD CONDITION.
 AA5212
 AA5212                          STATION RECOVERY (2006)
 AA5212
 AA5212'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5212'RECOVERED IN GOOD CONDITION.
 AA5212
 AA5212                          STATION RECOVERY (2009)
 AA5212
 AA5212'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AA5212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5213 ***********************************************************************
 AA5213  DESIGNATION -  22206
 AA5213  PID         -  AA5213
 AA5213  STATE/COUNTY-  MI/DICKINSON
 AA5213  COUNTRY     -  US
 AA5213  USGS QUAD   -  IRON MOUNTAIN (2017)
 AA5213
 AA5213                         *CURRENT SURVEY CONTROL
 AA5213  ______________________________________________________________________
 AA5213* NAD 83(2011) POSITION- 45 50 14.54282(N) 088 02 58.57185(W)   ADJUSTED
 AA5213* NAD 83(2011) ELLIP HT-   319.425 (meters)        (06/27/12)   ADJUSTED
 AA5213* NAD 83(2011) EPOCH   -  2010.00
 AA5213* NAVD 88 ORTHO HEIGHT -   353.646 (meters)     1160.25  (feet) ADJUSTED
 AA5213  ______________________________________________________________________
 AA5213  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 AA5213  NAD 83(2011) X  -    151,504.492 (meters)                     COMP
 AA5213  NAD 83(2011) Y  - -4,448,948.639 (meters)                     COMP
 AA5213  NAD 83(2011) Z  -  4,552,901.641 (meters)                     COMP
 AA5213  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 AA5213  DYNAMIC HEIGHT  -        353.642 (meters)     1160.24  (feet) COMP
 AA5213  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 AA5213
 AA5213  VERT ORDER      -  SECOND    CLASS I
 AA5213
 AA5213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5213  Standards:
 AA5213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5213  -------------------------------------------------------------------
 AA5213  NETWORK    4.76   2.67           2.15   1.67   1.36      0.16176602
 AA5213  -------------------------------------------------------------------
 AA5213  Click here for local accuracies and other accuracy information.
 AA5213
 AA5213.The horizontal coordinates were established by GPS observations
 AA5213.and adjusted by the National Geodetic Survey in June 2012.
 AA5213
 AA5213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5213.been affixed to the stable North American tectonic plate. See 
 AA5213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5213
 AA5213.The horizontal coordinates are valid at the epoch date displayed above
 AA5213.which is a decimal equivalence of Year/Month/Day.
 AA5213
 AA5213.The orthometric height was determined by differential leveling and
 AA5213.adjusted by the NATIONAL GEODETIC SURVEY
 AA5213.in February 2017.
 AA5213
 AA5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5213.GEOID18 height accuracy estimate available here.
 AA5213
 AA5213.Click photographs - Photos may exist for this station.
 AA5213
 AA5213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5213
 AA5213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5213
 AA5213.The ellipsoidal height was determined by GPS observations
 AA5213.and is referenced to NAD 83.
 AA5213
 AA5213.The dynamic height is computed by dividing the NAVD 88
 AA5213.geopotential number by the normal gravity value computed on the
 AA5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5213.degrees latitude (g = 980.6199 gals.).
 AA5213
 AA5213.The modeled gravity was interpolated from observed gravity values.
 AA5213
 AA5213. The following values were computed from the NAD 83(2011) position.
 AA5213
 AA5213;                    North         East     Units Scale Factor Converg.
 AA5213;SPC MI N     -   117,690.544 7,918,464.224   MT  0.99993321   -0 45 31.1
 AA5213;SPC MI N     -   386,123.83 25,979,213.33   iFT  0.99993321   -0 45 31.1
 AA5213;UTM  16      - 5,076,514.390   418,489.139   MT  0.99968168   -0 45 10.8
 AA5213
 AA5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5213!SPC MI N     -   0.99994993  x   0.99993321  =   0.99988314
 AA5213!UTM  16      -   0.99994993  x   0.99968168  =   0.99963162
 AA5213
 AA5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1848976514(NAD 83)
 AA5213
 AA5213                          SUPERSEDED SURVEY CONTROL
 AA5213
 AA5213  NAD 83(2007)-  45 50 14.54299(N)    088 02 58.57290(W) AD(2002.00) 0
 AA5213  ELLIP H (02/10/07)  319.449  (m)                       GP(2002.00)    
 AA5213  ELLIP H (07/17/02)  319.476  (m)                       GP(       ) 4 1
 AA5213  NAD 83(1994)-  45 50 14.54191(N)    088 02 58.57314(W) AD(       ) 1
 AA5213  ELLIP H (02/03/97)  319.462  (m)                       GP(       ) 4 1
 AA5213  NAD 83(1991)-  45 50 14.54193(N)    088 02 58.57139(W) AD(       ) 1
 AA5213  NAVD 88 (03/30/95)  353.7    (m)  GEOID93  model used  GPS OBS        
 AA5213
 AA5213.Superseded values are not recommended for survey control.
 AA5213
 AA5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5213.See file dsdata.pdf to determine how the superseded data were derived.
 AA5213
 AA5213_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5213_STAMPING: 22206 1992
 AA5213_MARK LOGO: MIDT
 AA5213_PROJECTION: FLUSH
 AA5213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5213+STABILITY: SURFACE MOTION
 AA5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5213+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2021
 AA5213
 AA5213  HISTORY     - Date     Condition        Report By
 AA5213  HISTORY     - 1992     MONUMENTED       MIDT
 AA5213  HISTORY     - 20010331 GOOD             NGS
 AA5213  HISTORY     - 20011022 GOOD             MIDT
 AA5213  HISTORY     - 20031017 GOOD             USPSQD
 AA5213  HISTORY     - 20060427 GOOD             USPSQD
 AA5213  HISTORY     - 20141015 GOOD             MIDT
 AA5213  HISTORY     - 20210628 GOOD             MIDT
 AA5213
 AA5213                          STATION DESCRIPTION
 AA5213
 AA5213'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5213'STATION IS LOCATED IN QUAD. 450881, IN THE SOUTHEAST 1/4 OF SECTION
 AA5213'19, T-40-N, R-30-W, BREITUNG TOWNSHIP. IT IS AT THE NORTH EDGE OF IRON
 AA5213'MOUNTAIN ON THE WEST END OF LAKE ANTOINE AND ON THE IRON MOUNTAIN
 AA5213'QUADRANGLE MAP.
 AA5213'
 AA5213'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5213'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 1.4 MI (2.3 KM) TO GRAND
 AA5213'BLVD ON RIGHT.  TURN RIGHT (EAST) ON GRAND BLVD FOR 0.34 MI (0.55 KM)
 AA5213'TO GRAND BLVD CIRCLE DRIVE ON LEFT.  TURN LEFT (NORTHERLY) ON GRAND
 AA5213'BLVD CIRCLE DRIVE FOR 0.2 MI (0.3 KM) TO STATION ON THE RIGHT, ON TOP
 AA5213'OF 4 FT (1.2 M) HIGH BERM.
 AA5213'
 AA5213'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5213'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 26 FT (7.9 M)
 AA5213'SOUTHEASTERLY OF THE CENTER OF GRAND BLVD CIRCLE DRIVE, 12 FT (3.7 M)
 AA5213'NORTHWESTERLY  FROM EDGE OF LAKE (LAKE ANTOINE), 58 FT (17.7 M)
 AA5213'NORTHEAST OF POWER POLE NO. 75-0847, 96 FT (29.3 M) SOUTHEAST OF POWER
 AA5213'POLE NO. 75-0846, AND 10 FT (3.0 M) WEST OF METAL WITNESS POST WITH
 AA5213'SIGN.
 AA5213
 AA5213                          STATION RECOVERY (2001)
 AA5213
 AA5213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5213
 AA5213                          STATION RECOVERY (2001)
 AA5213
 AA5213'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2003)
 AA5213
 AA5213'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2006)
 AA5213
 AA5213'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2014)
 AA5213
 AA5213'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2021)
 AA5213
 AA5213'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 AA5213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5214 ***********************************************************************
 AA5214  DESIGNATION -  22207
 AA5214  PID         -  AA5214
 AA5214  STATE/COUNTY-  MI/DICKINSON
 AA5214  COUNTRY     -  US
 AA5214  USGS QUAD   -  IRON MOUNTAIN (2017)
 AA5214
 AA5214                         *CURRENT SURVEY CONTROL
 AA5214  ______________________________________________________________________
 AA5214* NAD 83(2011) POSITION- 45 51 51.69371(N) 088 03 37.82276(W)   ADJUSTED
 AA5214* NAD 83(2011) ELLIP HT-   318.811 (meters)        (06/27/12)   ADJUSTED
 AA5214* NAD 83(2011) EPOCH   -  2010.00
 AA5214* NAVD 88 ORTHO HEIGHT -   352.919 (meters)     1157.87  (feet) ADJUSTED
 AA5214  ______________________________________________________________________
 AA5214  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 AA5214  NAD 83(2011) X  -    150,585.024 (meters)                     COMP
 AA5214  NAD 83(2011) Y  - -4,446,825.864 (meters)                     COMP
 AA5214  NAD 83(2011) Z  -  4,554,990.536 (meters)                     COMP
 AA5214  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 AA5214  DYNAMIC HEIGHT  -        352.916 (meters)     1157.86  (feet) COMP
 AA5214  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 AA5214
 AA5214  VERT ORDER      -  SECOND    CLASS I
 AA5214
 AA5214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5214  Standards:
 AA5214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5214  -------------------------------------------------------------------
 AA5214  NETWORK   10.89   4.06           4.89   3.61   2.07     -0.40752965
 AA5214  -------------------------------------------------------------------
 AA5214  Click here for local accuracies and other accuracy information.
 AA5214
 AA5214.The horizontal coordinates were established by GPS observations
 AA5214.and adjusted by the National Geodetic Survey in June 2012.
 AA5214
 AA5214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5214.been affixed to the stable North American tectonic plate. See 
 AA5214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5214
 AA5214.The horizontal coordinates are valid at the epoch date displayed above
 AA5214.which is a decimal equivalence of Year/Month/Day.
 AA5214
 AA5214.The orthometric height was determined by differential leveling and
 AA5214.adjusted by the NATIONAL GEODETIC SURVEY
 AA5214.in February 2017.
 AA5214
 AA5214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5214.GEOID18 height accuracy estimate available here.
 AA5214
 AA5214.Click photographs - Photos may exist for this station.
 AA5214
 AA5214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5214
 AA5214.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5214
 AA5214.The ellipsoidal height was determined by GPS observations
 AA5214.and is referenced to NAD 83.
 AA5214
 AA5214.The dynamic height is computed by dividing the NAVD 88
 AA5214.geopotential number by the normal gravity value computed on the
 AA5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5214.degrees latitude (g = 980.6199 gals.).
 AA5214
 AA5214.The modeled gravity was interpolated from observed gravity values.
 AA5214
 AA5214. The following values were computed from the NAD 83(2011) position.
 AA5214
 AA5214;                    North         East     Units Scale Factor Converg.
 AA5214;SPC MI N     -   120,700.833 7,917,657.424   MT  0.99992966   -0 45 59.5
 AA5214;SPC MI N     -   396,000.11 25,976,566.35   iFT  0.99992966   -0 45 59.5
 AA5214;UTM  16      - 5,079,523.853   417,682.251   MT  0.99968330   -0 45 40.2
 AA5214
 AA5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5214!SPC MI N     -   0.99995002  x   0.99992966  =   0.99987969
 AA5214!UTM  16      -   0.99995002  x   0.99968330  =   0.99963334
 AA5214
 AA5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1768279523(NAD 83)
 AA5214
 AA5214                          SUPERSEDED SURVEY CONTROL
 AA5214
 AA5214  NAD 83(2007)-  45 51 51.69387(N)    088 03 37.82377(W) AD(2002.00) 0
 AA5214  ELLIP H (02/10/07)  318.836  (m)                       GP(2002.00)    
 AA5214  ELLIP H (07/17/02)  318.875  (m)                       GP(       ) 4 1
 AA5214  NAD 83(1994)-  45 51 51.69174(N)    088 03 37.82696(W) AD(       ) 1
 AA5214  ELLIP H (02/03/97)  318.860  (m)                       GP(       ) 4 1
 AA5214  NAD 83(1991)-  45 51 51.69048(N)    088 03 37.82344(W) AD(       ) 1
 AA5214  NAVD 88 (03/30/95)  353.0    (m)  GEOID93  model used  GPS OBS        
 AA5214
 AA5214.Superseded values are not recommended for survey control.
 AA5214
 AA5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5214.See file dsdata.pdf to determine how the superseded data were derived.
 AA5214
 AA5214_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5214_STAMPING: 22207 1992
 AA5214_MARK LOGO: MIDT
 AA5214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5214+STABILITY: SURFACE MOTION
 AA5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5214+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 AA5214
 AA5214  HISTORY     - Date     Condition        Report By
 AA5214  HISTORY     - 1992     MONUMENTED       MIDT
 AA5214  HISTORY     - 20010331 GOOD             NGS
 AA5214  HISTORY     - 20011022 GOOD             MIDT
 AA5214  HISTORY     - 20031017 GOOD             USPSQD
 AA5214  HISTORY     - 20060427 GOOD             USPSQD
 AA5214  HISTORY     - 20141015 GOOD             MIDT
 AA5214
 AA5214                          STATION DESCRIPTION
 AA5214
 AA5214'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5214'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHWEST 1/4 OF SECTION
 AA5214'18, T-40-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 3-1/2 MILES NORTH OF
 AA5214'IRON MOUNTAIN AND ABOUT 1/2 MILE EAST OF THE WISCONSIN-MICHIGAN BORDER
 AA5214'BRIDGE ON UNITED STATES HIGHWAY 2, AND ON THE IRON MOUNTAIN QUADRANGLE
 AA5214'MAP.
 AA5214'
 AA5214'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5214'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 3.58 MI (5.76 KM) TO STATE
 AA5214'HIGHWAY M-95 JUNCTION (NORTH).  TURN RIGHT ON M-95 NORTH FOR 0.07 MI
 AA5214'(0.11 KM) TO STATION ON THE RIGHT.
 AA5214'
 AA5214'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN A 12-INCH DIAMETER
 AA5214'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 89 FT (27.1 M)
 AA5214'SOUTHEAST OF THE CENTER OF EXISTING M-95,  34 FT (10.4 M)
 AA5214'NORTHEASTERLY OF NORTH END OF CORREGATED METAL PIPE CULVERT, 98 FT
 AA5214'(29.9 M) SOUTHERLY OF A 15-INCH SPRUCE TREE,  NORTH OF A MICHIGAN
 AA5214'DEPARTMENT OF TRANSPORTATION 'PARK AND RIDE' LOT,  AND 2 FT (0.6 M)
 AA5214'NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5214
 AA5214                          STATION RECOVERY (2001)
 AA5214
 AA5214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5214
 AA5214                          STATION RECOVERY (2001)
 AA5214
 AA5214'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5214'RECOVERED IN GOOD CONDITION.
 AA5214
 AA5214                          STATION RECOVERY (2003)
 AA5214
 AA5214'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5214'RECOVERED IN GOOD CONDITION.
 AA5214
 AA5214                          STATION RECOVERY (2006)
 AA5214
 AA5214'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5214'RECOVERED IN GOOD CONDITION.
 AA5214
 AA5214                          STATION RECOVERY (2014)
 AA5214
 AA5214'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 AA5214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5215 ***********************************************************************
 AA5215  DESIGNATION -  22208
 AA5215  PID         -  AA5215
 AA5215  STATE/COUNTY-  MI/DICKINSON
 AA5215  COUNTRY     -  US
 AA5215  USGS QUAD   -  RANDVILLE (2017)
 AA5215
 AA5215                         *CURRENT SURVEY CONTROL
 AA5215  ______________________________________________________________________
 AA5215* NAD 83(2011) POSITION- 45 52 52.12835(N) 088 03 10.88783(W)   ADJUSTED
 AA5215* NAD 83(2011) ELLIP HT-   324.247 (meters)        (06/27/12)   ADJUSTED
 AA5215* NAD 83(2011) EPOCH   -  2010.00
 AA5215* NAVD 88 ORTHO HEIGHT -   358.4   (meters)     1176.    (feet) GPS OBS
 AA5215  ______________________________________________________________________
 AA5215  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5215  GEOID HEIGHT    -         -33.58 (meters)                     GEOID93
 AA5215  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 AA5215  NAD 83(2011) X  -    151,120.331 (meters)                     COMP
 AA5215  NAD 83(2011) Y  - -4,445,471.316 (meters)                     COMP
 AA5215  NAD 83(2011) Z  -  4,556,293.644 (meters)                     COMP
 AA5215  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 AA5215
 AA5215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5215  Standards:
 AA5215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5215  -------------------------------------------------------------------
 AA5215  NETWORK   11.66   4.59           5.25   4.00   2.34     -0.28667481
 AA5215  -------------------------------------------------------------------
 AA5215  Click here for local accuracies and other accuracy information.
 AA5215
 AA5215.The horizontal coordinates were established by GPS observations
 AA5215.and adjusted by the National Geodetic Survey in June 2012.
 AA5215
 AA5215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5215.been affixed to the stable North American tectonic plate. See 
 AA5215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5215
 AA5215.The horizontal coordinates are valid at the epoch date displayed above
 AA5215.which is a decimal equivalence of Year/Month/Day.
 AA5215
 AA5215.The orthometric height was determined by GPS observations and a
 AA5215.high-resolution geoid model.
 AA5215
 AA5215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5215.GEOID18 height accuracy estimate available here.
 AA5215
 AA5215.Click photographs - Photos may exist for this station.
 AA5215
 AA5215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5215
 AA5215.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5215
 AA5215.The ellipsoidal height was determined by GPS observations
 AA5215.and is referenced to NAD 83.
 AA5215
 AA5215. The following values were computed from the NAD 83(2011) position.
 AA5215
 AA5215;                    North         East     Units Scale Factor Converg.
 AA5215;SPC MI N     -   122,558.691 7,918,263.105   MT  0.99992757   -0 45 40.0
 AA5215;SPC MI N     -   402,095.44 25,978,553.49   iFT  0.99992757   -0 45 40.0
 AA5215;UTM  16      - 5,081,381.309   418,287.613   MT  0.99968208   -0 45 21.6
 AA5215
 AA5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5215!SPC MI N     -   0.99994917  x   0.99992757  =   0.99987674
 AA5215!UTM  16      -   0.99994917  x   0.99968208  =   0.99963127
 AA5215
 AA5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1828781381(NAD 83)
 AA5215
 AA5215                          SUPERSEDED SURVEY CONTROL
 AA5215
 AA5215  NAD 83(2007)-  45 52 52.12851(N)    088 03 10.88884(W) AD(2002.00) 0
 AA5215  ELLIP H (02/10/07)  324.273  (m)                       GP(2002.00)    
 AA5215  ELLIP H (07/17/02)  324.351  (m)                       GP(       ) 4 1
 AA5215  NAD 83(1994)-  45 52 52.12535(N)    088 03 10.89374(W) AD(       ) 1
 AA5215  ELLIP H (02/03/97)  324.332  (m)                       GP(       ) 4 1
 AA5215  NAD 83(1991)-  45 52 52.12423(N)    088 03 10.88990(W) AD(       ) 1
 AA5215
 AA5215.Superseded values are not recommended for survey control.
 AA5215
 AA5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5215.See file dsdata.pdf to determine how the superseded data were derived.
 AA5215
 AA5215_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5215_STAMPING: 22208 1992
 AA5215_MARK LOGO: MIDT
 AA5215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5215+STABILITY: SURFACE MOTION
 AA5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5215+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5215
 AA5215  HISTORY     - Date     Condition        Report By
 AA5215  HISTORY     - 1992     MONUMENTED       MIDT
 AA5215  HISTORY     - 20010331 GOOD             NGS
 AA5215  HISTORY     - 20011022 GOOD             MIDT
 AA5215  HISTORY     - 20031017 GOOD             USPSQD
 AA5215  HISTORY     - 20060427 GOOD             USPSQD
 AA5215
 AA5215                          STATION DESCRIPTION
 AA5215
 AA5215'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5215'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHWEST 1/4 OF NORTHEAST
 AA5215'1/4 OF SECTION 7, T-40-N, R-30-W, BREITUNG TOWNSHIP. ABOUT 4-3/4 MILES
 AA5215'NORTH OF IRON MOUNTAIN ALONG STATE HIGHWAY M-95, AND ON THE RANDVILLE
 AA5215'QUADRANGLE MAP.
 AA5215'
 AA5215'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5215'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 3.6 MI (5.8 KM) TO THE
 AA5215'STATE HIGHWAY M-95 JUNCTION (NORTH).  TURN RIGHT ON STATE HIGHWAY M-95
 AA5215'NORTH AND GO NORTHERLY 1.3 MI (2.1 KM) TO STATION ON THE LEFT. IT IS
 AA5215'IN THE SOUTHWEST QUADRANT OF THE CLEAR VISION AREA OF TWIN FALLS ROAD
 AA5215'AND STATE HIGHWAY M-95 INTERSECTION.
 AA5215'
 AA5215'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN 12-INCH DIAMETER
 AA5215'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 90 FT (27.4 M)
 AA5215'NORTHWESTERLY OF THE CENTER OF STATE HIGHWAY M-95,  20 FT (6.1 M)
 AA5215'SOUTHERLY OF THE CENTER OF TWIN FALLS ROAD, 5 FT (1.5 M) FROM CLEAR
 AA5215'VISION R.O.W. FENCE, AND 4 FT (1.2 M) EASTERLY OF A METAL WITNESS POST
 AA5215'WITH SIGN.
 AA5215
 AA5215                          STATION RECOVERY (2001)
 AA5215
 AA5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5215
 AA5215                          STATION RECOVERY (2001)
 AA5215
 AA5215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5215'RECOVERED IN GOOD CONDITION.
 AA5215
 AA5215                          STATION RECOVERY (2003)
 AA5215
 AA5215'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5215'RECOVERED IN GOOD CONDITION.
 AA5215
 AA5215                          STATION RECOVERY (2006)
 AA5215
 AA5215'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0680 ***********************************************************************
 NF0680  DESIGNATION -  223
 NF0680  PID         -  NF0680
 NF0680  STATE/COUNTY-  MI/KENT
 NF0680  COUNTRY     -  US
 NF0680  USGS QUAD   -  CUTLERVILLE (2017)
 NF0680
 NF0680                         *CURRENT SURVEY CONTROL
 NF0680  ______________________________________________________________________
 NF0680* NAD 83(1986) POSITION- 42 48 27.     (N) 085 41 35.     (W)   SCALED
 NF0680* NAVD 88 ORTHO HEIGHT -   211.829 (meters)      694.98  (feet) ADJUSTED
 NF0680  ______________________________________________________________________
 NF0680  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NF0680  DYNAMIC HEIGHT  -        211.772 (meters)      694.79  (feet) COMP
 NF0680  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 NF0680
 NF0680  VERT ORDER      -  SECOND    CLASS 0
 NF0680
 NF0680.The horizontal coordinates were scaled from a map and have
 NF0680.an estimated accuracy of +/- 6 seconds.
 NF0680
 NF0680.The orthometric height was determined by differential leveling and
 NF0680.adjusted by the NATIONAL GEODETIC SURVEY
 NF0680.in June 1991.
 NF0680
 NF0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0680.GEOID18 height accuracy estimate available here.
 NF0680
 NF0680.Click photographs - Photos may exist for this station.
 NF0680
 NF0680.The dynamic height is computed by dividing the NAVD 88
 NF0680.geopotential number by the normal gravity value computed on the
 NF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0680.degrees latitude (g = 980.6199 gals.).
 NF0680
 NF0680.The modeled gravity was interpolated from observed gravity values.
 NF0680
 NF0680;                    North         East    Units  Estimated Accuracy
 NF0680;SPC MI S     -   146,090.    3,891,520.      MT  (+/- 180 meters Scaled)
 NF0680
 NF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN068402(NAD 83)
 NF0680
 NF0680                          SUPERSEDED SURVEY CONTROL
 NF0680
 NF0680  NGVD 29 (??/??/92)  211.968  (m)          695.43   (f) ADJ UNCH    2 0
 NF0680
 NF0680.Superseded values are not recommended for survey control.
 NF0680
 NF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0680.See file dsdata.pdf to determine how the superseded data were derived.
 NF0680
 NF0680_MARKER: Z = SEE DESCRIPTION
 NF0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0680_SP_SET: RAIL
 NF0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0680
 NF0680  HISTORY     - Date     Condition        Report By
 NF0680  HISTORY     - UNK      MONUMENTED       PRR
 NF0680  HISTORY     - 1934     GOOD             CGS
 NF0680  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0680
 NF0680                          STATION DESCRIPTION
 NF0680
 NF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0680'5.4 MI N FROM MOLINE.
 NF0680'IN KENT COUNTY, 5.4 MILES NORTH ALONG THE PENNSYLANIA RAILROAD
 NF0680'FROM THE STATION AT MOLINE, ALLEGAN COUNTY, AT MILEPOST 223, 4
 NF0680'FEET EAST OF THE EAST RAIL, AND 9 INCHES LOWER THAN THE TOP OF
 NF0680'THE RAIL.  THE TOP OF A VERTICAL RAIL.
 NF0680
 NF0680                          STATION RECOVERY (1999)
 NF0680
 NF0680'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0044 ***********************************************************************
 RH0044  DESIGNATION -  223
 RH0044  PID         -  RH0044
 RH0044  STATE/COUNTY-  MI/CHIPPEWA
 RH0044  COUNTRY     -  US
 RH0044  USGS QUAD   -  LIME ISLAND (2017)
 RH0044
 RH0044                         *CURRENT SURVEY CONTROL
 RH0044  ______________________________________________________________________
 RH0044* NAD 83(1994) POSITION- 46 02 20.23328(N) 083 54 15.09414(W)   ADJUSTED
 RH0044* NAVD 88 ORTHO HEIGHT -   179.0   (meters)      587.    (feet) VERTCON3
 RH0044  ______________________________________________________________________
 RH0044  GEOID HEIGHT    -        -36.798 (meters)                     GEOID18
 RH0044  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 RH0044  HORZ ORDER      -  SECOND
 RH0044
 RH0044.The horizontal coordinates were established by classical geodetic methods
 RH0044.and adjusted by the National Geodetic Survey in February 1997.
 RH0044
 RH0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0044
 RH0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0044.GEOID18 height accuracy estimate available here.
 RH0044
 RH0044.Click photographs - Photos may exist for this station.
 RH0044
 RH0044.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0044
 RH0044. The following values were computed from the NAD 83(1994) position.
 RH0044
 RH0044;                    North         East     Units Scale Factor Converg.
 RH0044;SPC MI N     -   144,233.176 8,239,561.108   MT  0.99991203   +2 14 15.4
 RH0044;SPC MI N     -   473,205.96 27,032,680.80   iFT  0.99991203   +2 14 15.4
 RH0044;UTM  17      - 5,102,476.736   275,282.867   MT  1.00022083   -2 05 28.8
 RH0044
 RH0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0044!SPC MI N     -   0.99997771  x   0.99991203  =   0.99988974
 RH0044!UTM  17      -   0.99997771  x   1.00022083  =   1.00019854
 RH0044
 RH0044:                Primary Azimuth Mark                     Grid Az
 RH0044:SPC MI N     -  221                                      248 32 25.8
 RH0044:UTM  17      -  221                                      252 52 10.0
 RH0044
 RH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7528202476(NAD 83)
 RH0044
 RH0044|---------------------------------------------------------------------|
 RH0044| PID    Reference Object                     Distance      Geod. Az  |
 RH0044|                                                           dddmmss.s |
 RH0044| RH0041 PIPE ISLAND TWINS LIGHT             APPROX. 1.7 KM 1451055.4 |
 RH0044| RH0043 RH0043                               11.054 METERS 17544     |
 RH0044| RH0047 221                                 APPROX. 2.4 KM 2504641.2 |
 RH0044|---------------------------------------------------------------------|
 RH0044
 RH0044                          SUPERSEDED SURVEY CONTROL
 RH0044
 RH0044  NAD 83(1986)-  46 02 20.22074(N)    083 54 15.08733(W) AD(       ) 2
 RH0044  NAD 83(1986)-  46 02 20.22765(N)    083 54 15.09868(W) AD(       ) 3
 RH0044  NAD 27      -  46 02 20.15800(N)    083 54 15.05600(W) AD(       ) 3
 RH0044  USSD        -  46 02 20.89000(N)    083 54 14.24000(W) AD(       ) 3
 RH0044  NGVD 29 (05/22/90)  179.0    (m)  RAPSU86  model used  GPS OBS        
 RH0044
 RH0044.Superseded values are not recommended for survey control.
 RH0044
 RH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0044.See file dsdata.pdf to determine how the superseded data were derived.
 RH0044
 RH0044_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0044_STAMPING: 223
 RH0044_MARK LOGO: USLS
 RH0044_PROJECTION: PROJECTING 38 CENTIMETERS
 RH0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0044+STABILITY: SURFACE MOTION
 RH0044
 RH0044  HISTORY     - Date     Condition        Report By
 RH0044  HISTORY     - 1894     MONUMENTED       USLS
 RH0044  HISTORY     - 1988     GOOD             USACE
 RH0044
 RH0044                          STATION DESCRIPTION
 RH0044
 RH0044'DESCRIBED BY US LAKE SURVEY 1894
 RH0044'ON AN ISLAND IN POTAGANNISSING BAY, 4 MILES N OF DETOUR, MICHIGAN.
 RH0044'IT IS ON THE RIDGE RUNNING N AND S IN CENTER OF ISLAND, 75 FEET N
 RH0044'OF THE S END OF THE ISLAND, AND 36.3 FEET N OF THE ISLAND LIGHT.
 RH0044'
 RH0044'STATION MARK IS A DRILL HOLE IN ROCK UNDERGROUND.  A STANDARD U S L S
 RH0044'DISK WITH CROSS AND---223---STAMPED ON IT, IN THE TOP OF A 6-INCH
 RH0044'CONCRETE CYLINDER, IS SET OVER THE STATION WITH ITS TOP 15 INCHES
 RH0044'ABOVE GROUND IN A CAIRN.
 RH0044
 RH0044                          STATION RECOVERY (1988)
 RH0044
 RH0044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0044'THE STATION IS LOCATED ABOUT 61.0 KM (37.9 MI) SOUTH-SOUTHEAST OF
 RH0044'SAULT STE MARIE, 57.8 KM (35.9 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0044'5.5 KM (3.4 MI) NORTH OF DETOUR VILLAGE ON ISLAND
 RH0044'IN FRAC SEC 15, T42N-R4E.
 RH0044'
 RH0044'OWNERSHIP---UNITED STATES COAST GUARD
 RH0044'
 RH0044'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE  GO
 RH0044'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0044'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES TO SQUAWK ISLAND WHERE THE
 RH0044'STATION IS LOCATED.
 RH0044'
 RH0044'THE STATION IS A STANDARD USLS DISK
 RH0044'THAT IS
 RH0044'STAMPED---223---,
 RH0044'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RH0044'LOCATED AT THE SOUTH END OF THE ISLAND 14.3 METERS (47 FT) NORTH OF
 RH0044'THE ISLAND NAVIGATION LIGHT.
 RH0044'
 RH0044'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5410 ***********************************************************************
 AA5410  DESIGNATION -  22364
 AA5410  PID         -  AA5410
 AA5410  STATE/COUNTY-  MI/WAYNE
 AA5410  COUNTRY     -  US
 AA5410  USGS QUAD   -  NORTHVILLE (2017)
 AA5410
 AA5410                         *CURRENT SURVEY CONTROL
 AA5410  ______________________________________________________________________
 AA5410* NAD 83(2011) POSITION- 42 26 19.22289(N) 083 26 11.09856(W)   ADJUSTED
 AA5410* NAD 83(2011) ELLIP HT-   214.630 (meters)        (06/27/12)   ADJUSTED
 AA5410* NAD 83(2011) EPOCH   -  2010.00
 AA5410* NAVD 88 ORTHO HEIGHT -   248.5   (meters)      815.    (feet) GPS OBS
 AA5410  ______________________________________________________________________
 AA5410  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5410  GEOID HEIGHT    -         -33.83 (meters)                     GEOID93
 AA5410  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 AA5410  NAD 83(2011) X  -    538,884.715 (meters)                     COMP
 AA5410  NAD 83(2011) Y  - -4,683,514.442 (meters)                     COMP
 AA5410  NAD 83(2011) Z  -  4,281,834.511 (meters)                     COMP
 AA5410  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 AA5410
 AA5410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5410  Standards:
 AA5410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5410  -------------------------------------------------------------------
 AA5410  NETWORK    0.69   0.73           0.31   0.25   0.37      0.06570543
 AA5410  -------------------------------------------------------------------
 AA5410  Click here for local accuracies and other accuracy information.
 AA5410
 AA5410.The horizontal coordinates were established by GPS observations
 AA5410.and adjusted by the National Geodetic Survey in June 2012.
 AA5410
 AA5410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5410.been affixed to the stable North American tectonic plate. See 
 AA5410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5410
 AA5410.The horizontal coordinates are valid at the epoch date displayed above
 AA5410.which is a decimal equivalence of Year/Month/Day.
 AA5410
 AA5410.The orthometric height was determined by GPS observations and a
 AA5410.high-resolution geoid model.
 AA5410
 AA5410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5410.GEOID18 height accuracy estimate available here.
 AA5410
 AA5410.Click photographs - Photos may exist for this station.
 AA5410
 AA5410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5410
 AA5410.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5410
 AA5410.The ellipsoidal height was determined by GPS observations
 AA5410.and is referenced to NAD 83.
 AA5410
 AA5410. The following values were computed from the NAD 83(2011) position.
 AA5410
 AA5410;                    North         East     Units Scale Factor Converg.
 AA5410;SPC MI S     -   104,688.393 4,076,533.967   MT  0.99993704   +0 37 59.0
 AA5410;SPC MI S     -   343,465.86 13,374,455.27   iFT  0.99993704   +0 37 59.0
 AA5410;UTM  17      - 4,701,359.479   299,608.086   MT  1.00009410   -1 38 40.7
 AA5410
 AA5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5410!SPC MI S     -   0.99996634  x   0.99993704  =   0.99990338
 AA5410!UTM  17      -   0.99996634  x   1.00009410  =   1.00006044
 AA5410
 AA5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9960801359(NAD 83)
 AA5410
 AA5410                          SUPERSEDED SURVEY CONTROL
 AA5410
 AA5410  NAD 83(2007)-  42 26 19.22288(N)    083 26 11.09947(W) AD(2002.00) 0
 AA5410  ELLIP H (02/10/07)  214.617  (m)                       GP(2002.00)    
 AA5410  ELLIP H (07/12/02)  214.641  (m)                       GP(       ) 4 1
 AA5410  NAD 83(1994)-  42 26 19.22275(N)    083 26 11.09917(W) AD(       ) 1
 AA5410  ELLIP H (02/03/97)  214.690  (m)                       GP(       ) 4 1
 AA5410  NAD 83(1986)-  42 26 19.22808(N)    083 26 11.12857(W) AD(       ) 1
 AA5410
 AA5410.Superseded values are not recommended for survey control.
 AA5410
 AA5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5410.See file dsdata.pdf to determine how the superseded data were derived.
 AA5410
 AA5410_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5410_STAMPING: 22364 1993
 AA5410_MARK LOGO: MI-163
 AA5410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5410+STABILITY: SURFACE MOTION
 AA5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5410+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5410
 AA5410  HISTORY     - Date     Condition        Report By
 AA5410  HISTORY     - 1994     MONUMENTED       WADTRI
 AA5410  HISTORY     - 19940922 GOOD             WADTRI
 AA5410  HISTORY     - 20010806 MARK NOT FOUND   NGS
 AA5410  HISTORY     - 20010815 MARK NOT FOUND   NGS
 AA5410  HISTORY     - 20020508 MARK NOT FOUND   INDIV
 AA5410  HISTORY     - 20020601 MARK NOT FOUND   INDIV
 AA5410  HISTORY     - 20060113 MARK NOT FOUND   INDIV
 AA5410
 AA5410                          STATION DESCRIPTION
 AA5410
 AA5410'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (JEK)
 AA5410'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5410'EIGHT MILE ROAD 0.05 MILES (0.08 KM) TO THE INTERSECTION OF HAGGERTY
 AA5410'HIGHWAY AND THE MONUMENT AT THE SOUTHWEST QUADRANT OF THE
 AA5410'INTERSECTION.  THE MONUMENT IS 58.4 FEET (17.8 M) SOUTH OF THE
 AA5410'CENTERLINE OF EIGHT MILE ROAD, 62.6 FEET (19.1 M) WEST OF THE
 AA5410'CENTERLINE OF HAGGERTY HIGHWAY, 12 FEET (3.7 M) EAST SOUTHEAST OF A
 AA5410'POWER POLE, 81 FEET (24.7 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA5410'BRICK BASE OF A 'MEIJER' SIGN, 13.25 FEET (4.04 M) NORTH OF THE
 AA5410'NORTHWEST CORNER OF A 2 FEET (0.6 M) BY 3 FEET (0.9 M) CONCRETE SLAB,
 AA5410'AND 1.5 FEET (0.5 M) HIGHER THAN HAGGERTY HIGHWAY.
 AA5410
 AA5410                          STATION RECOVERY (1994)
 AA5410
 AA5410'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5410'STATION IS LOCATED APPROXIMATELY 2.0 MILESEAST OF NORTHVILLE, MICHIGAN
 AA5410'ON HAGGERTY ROAD AT EIGHT MILE ROAD. TO REACH FROM THE INTERSECTION OF
 AA5410'INTERSTATE I-275 AND EIGHT MILE ROAD (EXIT 167) PROCEED WEST FROM THE
 AA5410'INTERSECTION 0.1 MILES ON EIGHT MILE ROAD TO HAGGERTY ROAD AND THE
 AA5410'STATION AT THE SOUTHWEST QUADRANT. THE STATION IS AN ALUMINUM 'OAKLAND
 AA5410'COUNTY REMON' CAP SET IN A CONCRETE MONUMENT 8 INCHES IN DIAMETER
 AA5410'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62.6 FEETWEST OF THE
 AA5410'CENTERLINE OF HAGGERTY ROAD, 58.4 FEETSOUTH OF THE CENTERLINE OF EIGHT
 AA5410'MILE ROAD, 12 FEETSOUTHEAST OF A POLE,  81 FEETNORTHEAST OF THE
 AA5410'NORTHWEST CORNER OF THE BRICK BASE OF A 'MEIJER' SIGN,  13.25
 AA5410'FEETNORTH OF THE NORTH EDGE OF A CONCRETE SLAB AND 1.5 FEETHIGHER THAN
 AA5410'HAGGERTY ROAD.
 AA5410
 AA5410                          STATION RECOVERY (2001)
 AA5410
 AA5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5410
 AA5410                          STATION RECOVERY (2001)
 AA5410
 AA5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5410
 AA5410                          STATION RECOVERY (2002)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5410'I, JOSEPH C. KAPELCZAK, OAKLAND COUNTY SURVEYOR, LICENSED MICHIGAN
 AA5410'SURVEYOR, NO. 24598, FOUND THIS CORNER TO BE DESTROYED DUE TO
 AA5410'ACTIVITIES PURSUANT TO THE CONSTRUCTION OF MEIJER'S THRIFTY ACRES AT
 AA5410'THE SOUTHWEST CORNER OF HAGGERTY AND EIGHT MILE ROADS.
 AA5410
 AA5410                          STATION RECOVERY (2002)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5410'I, JOSEPH C. KAPELCZAK, A LICENSED LAND SURVEYOR NO. 24598 ALSO BEING
 AA5410'THE OAKLAND COUNTY PLAT ENGINEER AND COUNTY REMONUMENTATION
 AA5410'REPRESENTATIVE DURING THE COURSE OF GPS SURVEYING IN THE COUNTY OF
 AA5410'OAKLAND FOUND THIS MONUMENT TO BE DESTROYED.
 AA5410
 AA5410                          STATION RECOVERY (2006)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0052 ***********************************************************************
 NF0052  DESIGNATION -  225 1/2
 NF0052  PID         -  NF0052
 NF0052  STATE/COUNTY-  MI/INGHAM
 NF0052  COUNTRY     -  US
 NF0052  USGS QUAD   -  EAST LANSING (2017)
 NF0052
 NF0052                         *CURRENT SURVEY CONTROL
 NF0052  ______________________________________________________________________
 NF0052* NAD 83(1986) POSITION- 42 43 16.     (N) 084 27 43.     (W)   SCALED
 NF0052* NAVD 88 ORTHO HEIGHT -   259.453 (meters)      851.22  (feet) ADJUSTED
 NF0052  ______________________________________________________________________
 NF0052  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 NF0052  DYNAMIC HEIGHT  -        259.381 (meters)      850.99  (feet) COMP
 NF0052  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 NF0052
 NF0052  VERT ORDER      -  SECOND    CLASS 0
 NF0052
 NF0052.The horizontal coordinates were scaled from a map and have
 NF0052.an estimated accuracy of +/- 6 seconds.
 NF0052
 NF0052.The orthometric height was determined by differential leveling and
 NF0052.adjusted by the NATIONAL GEODETIC SURVEY
 NF0052.in June 1991.
 NF0052
 NF0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0052.GEOID18 height accuracy estimate available here.
 NF0052
 NF0052.Click photographs - Photos may exist for this station.
 NF0052
 NF0052.The dynamic height is computed by dividing the NAVD 88
 NF0052.geopotential number by the normal gravity value computed on the
 NF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0052.degrees latitude (g = 980.6199 gals.).
 NF0052
 NF0052.The modeled gravity was interpolated from observed gravity values.
 NF0052
 NF0052;                    North         East    Units  Estimated Accuracy
 NF0052;SPC MI S     -   135,640.    3,992,200.      MT  (+/- 180 meters Scaled)
 NF0052
 NF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN078329(NAD 83)
 NF0052
 NF0052                          SUPERSEDED SURVEY CONTROL
 NF0052
 NF0052  NGVD 29 (??/??/92)  259.585  (m)          851.66   (f) ADJ UNCH    2 0
 NF0052
 NF0052.Superseded values are not recommended for survey control.
 NF0052
 NF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0052.See file dsdata.pdf to determine how the superseded data were derived.
 NF0052
 NF0052_MARKER: B = BOLT
 NF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0052_STAMPING: 225-1/2
 NF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0052+STABILITY: SURFACE MOTION
 NF0052
 NF0052  HISTORY     - Date     Condition        Report By
 NF0052  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0052  HISTORY     - 1934     GOOD             CGS
 NF0052  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0052
 NF0052                          STATION DESCRIPTION
 NF0052
 NF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0052'3.6 MI W FROM HASLETT.
 NF0052'3.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0052'STATION AT HASLETT, INGHAM COUNTY, 0.8 MILES EAST OF FARM LANE,
 NF0052'0.5 MI. EAST OF MILEPOST C 225, AT THE CROSSING OF THE HAYDON
 NF0052'ROAD, 43 YARDS EAST OF THE INTERSECTION OF THE CENTERLINE OF
 NF0052'THE HAYDON ROAD WITH THE NORTH RAIL OF THE NORTH TRACK, AND
 NF0052'46.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A COPPER
 NF0052'BOLT, STAMPED 225-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0052
 NF0052                          STATION RECOVERY (1989)
 NF0052
 NF0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0068 ***********************************************************************
 RH0068  DESIGNATION -  225 UDP+005
 RH0068  PID         -  RH0068
 RH0068  STATE/COUNTY-  MI/CHIPPEWA
 RH0068  COUNTRY     -  US
 RH0068  USGS QUAD   -  LIME ISLAND (2017)
 RH0068
 RH0068                         *CURRENT SURVEY CONTROL
 RH0068  ______________________________________________________________________
 RH0068* NAD 83(1994) POSITION- 46 01 32.89143(N) 083 53 29.83723(W)   ADJUSTED
 RH0068* NAVD 88 ORTHO HEIGHT -   179.4   (meters)      589.    (feet) VERTCON3
 RH0068  ______________________________________________________________________
 RH0068  GEOID HEIGHT    -        -36.817 (meters)                     GEOID18
 RH0068  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 RH0068  HORZ ORDER      -  SECOND
 RH0068
 RH0068.The horizontal coordinates were established by classical geodetic methods
 RH0068.and adjusted by the National Geodetic Survey in February 1997.
 RH0068
 RH0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0068
 RH0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0068.GEOID18 height accuracy estimate available here.
 RH0068
 RH0068.Click photographs - Photos may exist for this station.
 RH0068
 RH0068.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0068
 RH0068. The following values were computed from the NAD 83(1994) position.
 RH0068
 RH0068;                    North         East     Units Scale Factor Converg.
 RH0068;SPC MI N     -   142,810.791 8,240,590.710   MT  0.99991304   +2 14 48.1
 RH0068;SPC MI N     -   468,539.34 27,036,058.76   iFT  0.99991304   +2 14 48.1
 RH0068;UTM  17      - 5,100,980.237   276,202.453   MT  1.00021576   -2 04 54.6
 RH0068
 RH0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0068!SPC MI N     -   0.99997765  x   0.99991304  =   0.99989069
 RH0068!UTM  17      -   0.99997765  x   1.00021576  =   1.00019340
 RH0068
 RH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7620200980(NAD 83)
 RH0068
 RH0068                          SUPERSEDED SURVEY CONTROL
 RH0068
 RH0068  NAD 83(1986)-  46 01 32.87879(N)    083 53 29.83019(W) AD(       ) 2
 RH0068  NGVD 29 (05/22/90)  179.4    (m)          589.     (f) VERT ANG       
 RH0068
 RH0068.Superseded values are not recommended for survey control.
 RH0068
 RH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0068.See file dsdata.pdf to determine how the superseded data were derived.
 RH0068
 RH0068_MARKER: DS = TRIANGULATION STATION DISK
 RH0068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0068+WITH SETTING: INFORMATION.
 RH0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0068
 RH0068  HISTORY     - Date     Condition        Report By
 RH0068  HISTORY     - 1988     MONUMENTED       USACE
 RH0068
 RH0068                          STATION DESCRIPTION
 RH0068
 RH0068'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0068'THE STATION IS LOCATED ABOUT 62.6 KM (38.9 MI) SOUTH-SOUTHEAST OF
 RH0068'SAULT STE MARIE,
 RH0068'59.1 KM (36.7 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0068'3.9 KM (2.4 MI) NORTH OF DETOUR VILLAGE
 RH0068'ON THE EAST ISLAND OF THE PIPE ISLAND TWINS IN SEC 23, T42N-R4E
 RH0068'OWNERSHIP---STATE OF MICHIGAN
 RH0068'
 RH0068'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE GO
 RH0068'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT
 RH0068'LAUNCH.  BY BOAT TRAVEL UPRIVER FOR 30 MINUTES TO THE EAST OF TWO
 RH0068'SMALL ISLANDS (PIPE ISLAND TWINS) AND THE STATION.
 RH0068'
 RH0068'THE STATION IS A STANDARD COE DISK
 RH0068'THAT IS
 RH0068'STAMPED---UDP+005---,
 RH0068'SET INTO A COVERED PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RH0068'DRIVEN INTO THE GROUND LOCATED 48.5 METERS (159 FT) SOUTH OF A GREEN
 RH0068'NAVIGATION LIGHT.
 RH0068'
 RH0068'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0051 ***********************************************************************
 NF0051  DESIGNATION -  226 1/2
 NF0051  PID         -  NF0051
 NF0051  STATE/COUNTY-  MI/INGHAM
 NF0051  COUNTRY     -  US
 NF0051  USGS QUAD   -  EAST LANSING (2017)
 NF0051
 NF0051                         *CURRENT SURVEY CONTROL
 NF0051  ______________________________________________________________________
 NF0051* NAD 83(1986) POSITION- 42 43 33.     (N) 084 26 37.     (W)   SCALED
 NF0051* NAVD 88 ORTHO HEIGHT -   258.818 (meters)      849.14  (feet) ADJUSTED
 NF0051  ______________________________________________________________________
 NF0051  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 NF0051  DYNAMIC HEIGHT  -        258.746 (meters)      848.90  (feet) COMP
 NF0051  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 NF0051
 NF0051  VERT ORDER      -  SECOND    CLASS 0
 NF0051
 NF0051.The horizontal coordinates were scaled from a map and have
 NF0051.an estimated accuracy of +/- 6 seconds.
 NF0051
 NF0051.The orthometric height was determined by differential leveling and
 NF0051.adjusted by the NATIONAL GEODETIC SURVEY
 NF0051.in June 1991.
 NF0051
 NF0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0051.GEOID18 height accuracy estimate available here.
 NF0051
 NF0051.Click photographs - Photos may exist for this station.
 NF0051
 NF0051.The dynamic height is computed by dividing the NAVD 88
 NF0051.geopotential number by the normal gravity value computed on the
 NF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0051.degrees latitude (g = 980.6199 gals.).
 NF0051
 NF0051.The modeled gravity was interpolated from observed gravity values.
 NF0051
 NF0051;                    North         East    Units  Estimated Accuracy
 NF0051;SPC MI S     -   136,170.    3,993,700.      MT  (+/- 180 meters Scaled)
 NF0051
 NF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN092335(NAD 83)
 NF0051
 NF0051                          SUPERSEDED SURVEY CONTROL
 NF0051
 NF0051  NGVD 29 (??/??/92)  258.951  (m)          849.58   (f) ADJ UNCH    2 0
 NF0051
 NF0051.Superseded values are not recommended for survey control.
 NF0051
 NF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0051.See file dsdata.pdf to determine how the superseded data were derived.
 NF0051
 NF0051_MARKER: B = BOLT
 NF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0051_STAMPING: 226-1/2
 NF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0051+STABILITY: SURFACE MOTION
 NF0051
 NF0051  HISTORY     - Date     Condition        Report By
 NF0051  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0051  HISTORY     - 1934     GOOD             CGS
 NF0051  HISTORY     - 1976     GOOD             NGS
 NF0051  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0051
 NF0051                          STATION DESCRIPTION
 NF0051
 NF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0051'2.6 MI W FROM HASLETT.
 NF0051'2.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0051'STATION AT HASLETT, INGHAM COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0051'C 227, 0.5 MILES EAST OF BRIDGE 226.01, ABOUT 172 YARDS EAST OF
 NF0051'AN OVERHEAD HIGHWAY BRIDGE, 46.3 FEET NORTH OF THE NORTH RAIL OF
 NF0051'THE NORTH TRACK, AND 1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 NF0051'A COPPER BOLT, STAMPED 226-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0051'POST.
 NF0051
 NF0051                          STATION RECOVERY (1976)
 NF0051
 NF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0051'RECOVERED IN GOOD CONDITION.
 NF0051
 NF0051                          STATION RECOVERY (1989)
 NF0051
 NF0051'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP8656 ***********************************************************************
 DP8656  DESIGNATION -  22600
 DP8656  PID         -  DP8656
 DP8656  STATE/COUNTY-  MI/DICKINSON
 DP8656  COUNTRY     -  US
 DP8656  USGS QUAD   -  IRON MOUNTAIN (2017)
 DP8656
 DP8656                         *CURRENT SURVEY CONTROL
 DP8656  ______________________________________________________________________
 DP8656* NAD 83(1986) POSITION- 45 51 34.80   (N) 088 03 37.18   (W)   HD_HELD1
 DP8656* NAVD 88 ORTHO HEIGHT -   364.197 (meters)     1194.87  (feet) ADJUSTED
 DP8656  ______________________________________________________________________
 DP8656  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 DP8656  DYNAMIC HEIGHT  -        364.194 (meters)     1194.86  (feet) COMP
 DP8656  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 DP8656
 DP8656  VERT ORDER      -  SECOND    CLASS I
 DP8656
 DP8656.The horizontal coordinates were determined by differentially corrected
 DP8656.hand held GPS observations or other comparable positioning techniques
 DP8656.and have an estimated accuracy of +/- 3 meters.
 DP8656
 DP8656.The orthometric height was determined by differential leveling and
 DP8656.adjusted by the NATIONAL GEODETIC SURVEY
 DP8656.in February 2017.
 DP8656
 DP8656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8656.GEOID18 height accuracy estimate available here.
 DP8656
 DP8656.Click photographs - Photos may exist for this station.
 DP8656
 DP8656.The dynamic height is computed by dividing the NAVD 88
 DP8656.geopotential number by the normal gravity value computed on the
 DP8656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8656.degrees latitude (g = 980.6199 gals.).
 DP8656
 DP8656.The modeled gravity was interpolated from observed gravity values.
 DP8656
 DP8656;                    North         East    Units  Estimated Accuracy
 DP8656;SPC MI N     -   120,179.1   7,917,664.3     MT  (+/- 3 meters HH1 GPS) 
 DP8656
 DP8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1768979002(NAD 83)
 DP8656
 DP8656                          SUPERSEDED SURVEY CONTROL
 DP8656
 DP8656.No superseded survey control is available for this station.
 DP8656
 DP8656_MARKER: DD = SURVEY DISK
 DP8656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8656_STAMPING: 22600 2012
 DP8656_MARK LOGO: MIDT
 DP8656_PROJECTION: FLUSH
 DP8656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8656+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP8656
 DP8656  HISTORY     - Date     Condition        Report By
 DP8656  HISTORY     - 2012     MONUMENTED       WIDT
 DP8656  HISTORY     - 20140930 GOOD             WIDT
 DP8656
 DP8656                          STATION DESCRIPTION
 DP8656
 DP8656'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8656'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) NORTHWEST OF NORWAY, 10
 DP8656'MI (16.1 KM) SOUTHEAST OF FLORENCE AND 6 MI (9.7 KM) NORTH-NORTHWEST
 DP8656'OF NIAGARA.
 DP8656'
 DP8656'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8656'141 WITH STATE HIGHWAY 95 ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF
 DP8656'IRON MOUNTAIN, GO SOUTH ON US HIGHWAY 2 AND US HIGHWAY 141 FOR 0.3 MI
 DP8656'(0.5 KM) TO THE STATION ON THE RIGHT.
 DP8656'
 DP8656'THE STATION IS 7.9 M (25.9 FT) WEST OF THE WEST EDGE OF ASPHALT OF US
 DP8656'HIGHWAY 2 AND US HIGHWAY 141, 42.1 M (138.1 FT) SOUTH OF THE CENTER OF
 DP8656'A DRIVEWAY -N3939-, 35.3 M (115.8 FT) NORTH-NORTHEAST OF A POWER POLE
 DP8656'-80 20339-, 21.9 M (71.9 FT) NORTHEAST OF A POWER POLE -80 20338-, 14
 DP8656'M (45.9 FT) EAST OF THE EAST EDGE OF A GRAVEL LOT AND LOCATED BETWEEN
 DP8656'TWO WHITE PLASTIC WITNESS POSTS.
 DP8656'
 DP8656'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8656'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHWEST
 DP8656'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH
 DP8656'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A MICHIGAN
 DP8656'DEPARTMENT OF TRANSPORTATION HEIGHT MODERNIZATION MARK DISK SET IN THE
 DP8656'TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.5 M
 DP8656'(1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0069 ***********************************************************************
 RH0069  DESIGNATION -  227 UDP+061
 RH0069  PID         -  RH0069
 RH0069  STATE/COUNTY-  MI/CHIPPEWA
 RH0069  COUNTRY     -  US
 RH0069  USGS QUAD   -  LIME ISLAND (2017)
 RH0069
 RH0069                         *CURRENT SURVEY CONTROL
 RH0069  ______________________________________________________________________
 RH0069* NAD 83(1994) POSITION- 46 00 42.32440(N) 083 54 33.86593(W)   ADJUSTED
 RH0069* NAVD 88 ORTHO HEIGHT -   178.6   (meters)      586.    (feet) VERTCON3
 RH0069  ______________________________________________________________________
 RH0069  GEOID HEIGHT    -        -36.797 (meters)                     GEOID18
 RH0069  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 RH0069  HORZ ORDER      -  SECOND
 RH0069
 RH0069.The horizontal coordinates were established by classical geodetic methods
 RH0069.and adjusted by the National Geodetic Survey in February 1997.
 RH0069
 RH0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0069
 RH0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0069.GEOID18 height accuracy estimate available here.
 RH0069
 RH0069.Click photographs - Photos may exist for this station.
 RH0069
 RH0069.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0069
 RH0069. The following values were computed from the NAD 83(1994) position.
 RH0069
 RH0069;                    North         East     Units Scale Factor Converg.
 RH0069;SPC MI N     -   141,197.005 8,239,275.631   MT  0.99991417   +2 14 01.9
 RH0069;SPC MI N     -   463,244.77 27,031,744.20   iFT  0.99991417   +2 14 01.9
 RH0069;UTM  17      - 5,099,469.841   274,768.892   MT  1.00022367   -2 05 38.9
 RH0069
 RH0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0069!SPC MI N     -   0.99997777  x   0.99991417  =   0.99989194
 RH0069!UTM  17      -   0.99997777  x   1.00022367  =   1.00020144
 RH0069
 RH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7476899469(NAD 83)
 RH0069
 RH0069                          SUPERSEDED SURVEY CONTROL
 RH0069
 RH0069  NAD 83(1986)-  46 00 42.31186(N)    083 54 33.85912(W) AD(       ) 2
 RH0069  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) VERT ANG       
 RH0069
 RH0069.Superseded values are not recommended for survey control.
 RH0069
 RH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0069.See file dsdata.pdf to determine how the superseded data were derived.
 RH0069
 RH0069_MARKER: DS = TRIANGULATION STATION DISK
 RH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0069+STABILITY: SURFACE MOTION
 RH0069
 RH0069  HISTORY     - Date     Condition        Report By
 RH0069  HISTORY     - 1988     MONUMENTED       USACE
 RH0069
 RH0069                          STATION DESCRIPTION
 RH0069
 RH0069'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0069'THE STATION IS LOCATED ABOUT 63.1 KM (39.2 MI) SOUTH-SOUTHEAST OF
 RH0069'SAULT STE MARIE, 58.6 KM (36.4 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0069'2.3 KM
 RH0069'(1.4 MI) NORTH OF DETOUR VILLAGE IN GOVT LOT 3, SEC 27, T42N-R4E.
 RH0069'OWNERSHIP---GAFFNEY POINT LAND CORPORATION, FORD MOTOR CO. L/C
 RH0069'
 RH0069'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0069'NORTH FOR .8 KM (0.50 MI) ON ELIZABETH STREET,
 RH0069'TURN LEFT AND TRAVEL WEST FOR .2 KM (0.15 MI)
 RH0069'TURN RIGHT AND GO NORTH FOR .5 KM (0.30 MI)
 RH0069'TO A ROAD THAT FORKS TO THE RIGHT, CONTINUE
 RH0069'NORTH FOR 1 KM
 RH0069'(0.60 MI). PACK NORTHEAST 21.3 METERS (70 FT) TO BEACH AND STATION.
 RH0069'
 RH0069'THE STATION IS A STANDARD COE DISK THAT IS
 RH0069'STAMPED---UDP+061---, SET INTO REMAINS OF ROUND CONCRETE MONUMENT,
 RH0069'AND REINFORCED WITH CONCRETE.
 RH0069'
 RH0069'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0049 ***********************************************************************
 NF0049  DESIGNATION -  229 1/2
 NF0049  PID         -  NF0049
 NF0049  STATE/COUNTY-  MI/INGHAM
 NF0049  COUNTRY     -  US
 NF0049  USGS QUAD   -  EAST LANSING (2017)
 NF0049
 NF0049                         *CURRENT SURVEY CONTROL
 NF0049  ______________________________________________________________________
 NF0049* NAD 83(1986) POSITION- 42 44 56.     (N) 084 23 55.     (W)   SCALED
 NF0049* NAVD 88 ORTHO HEIGHT -   259.987 (meters)      852.97  (feet) ADJUSTED
 NF0049  ______________________________________________________________________
 NF0049  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 NF0049  DYNAMIC HEIGHT  -        259.917 (meters)      852.74  (feet) COMP
 NF0049  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 NF0049
 NF0049  VERT ORDER      -  SECOND    CLASS 0
 NF0049
 NF0049.The horizontal coordinates were scaled from a map and have
 NF0049.an estimated accuracy of +/- 6 seconds.
 NF0049
 NF0049.The orthometric height was determined by differential leveling and
 NF0049.adjusted by the NATIONAL GEODETIC SURVEY
 NF0049.in June 1991.
 NF0049
 NF0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0049.GEOID18 height accuracy estimate available here.
 NF0049
 NF0049.Click photographs - Photos may exist for this station.
 NF0049
 NF0049.The dynamic height is computed by dividing the NAVD 88
 NF0049.geopotential number by the normal gravity value computed on the
 NF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0049.degrees latitude (g = 980.6199 gals.).
 NF0049
 NF0049.The modeled gravity was interpolated from observed gravity values.
 NF0049
 NF0049;                    North         East    Units  Estimated Accuracy
 NF0049;SPC MI S     -   138,720.    3,997,390.      MT  (+/- 180 meters Scaled)
 NF0049
 NF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN129362(NAD 83)
 NF0049
 NF0049                          SUPERSEDED SURVEY CONTROL
 NF0049
 NF0049  NGVD 29 (??/??/92)  260.121  (m)          853.41   (f) ADJ UNCH    2 0
 NF0049
 NF0049.Superseded values are not recommended for survey control.
 NF0049
 NF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0049.See file dsdata.pdf to determine how the superseded data were derived.
 NF0049
 NF0049_MARKER: B = BOLT
 NF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0049_STAMPING: 229 1/2
 NF0049_MARK LOGO: GTWRR
 NF0049_PROJECTION: FLUSH
 NF0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0049+STABILITY: SURFACE MOTION
 NF0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0049+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 NF0049
 NF0049  HISTORY     - Date     Condition        Report By
 NF0049  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0049  HISTORY     - 1934     GOOD             CGS
 NF0049  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0049  HISTORY     - 1989     GOOD             USPSQD
 NF0049  HISTORY     - 20070606 GOOD             MIDT
 NF0049
 NF0049                          STATION DESCRIPTION
 NF0049
 NF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0049'AT HASLETT.
 NF0049'AT HASLETT, INGHAM COUNTY, 764 YARDS EAST OF THE EAST END OF
 NF0049'THE GRAND TRUNK WESTERN RAILROAD STATION, 0.5 MILE EAST OF
 NF0049'MILEPOST C 229, 150 YARDS SOUTHWEST OF POWER-TRANSMISSION LINE
 NF0049'POLE 2717, 29.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NF0049'TRACK, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 NF0049'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 229-1/2
 NF0049'AND SET IN THE TOP OF A CONCRETE POST.
 NF0049
 NF0049                          STATION RECOVERY (1976)
 NF0049
 NF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0049'MARK NOT FOUND.
 NF0049
 NF0049                          STATION RECOVERY (1989)
 NF0049
 NF0049'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0049'RECOVERED IN GOOD CONDITION.
 NF0049
 NF0049                          STATION RECOVERY (2007)
 NF0049
 NF0049'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0049'CONCRETE STRUCTURE PROTRUDING 30 CM (12 INCHES) FROM THE GROUND.
 NF0049'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1479 ***********************************************************************
 NF1479  DESIGNATION -  23001
 NF1479  PID         -  NF1479
 NF1479  STATE/COUNTY-  MI/EATON
 NF1479  COUNTRY     -  US
 NF1479  USGS QUAD   -  LANSING SOUTH (2017)
 NF1479
 NF1479                         *CURRENT SURVEY CONTROL
 NF1479  ______________________________________________________________________
 NF1479* NAD 83(1994) POSITION- 42 43 17.04167(N) 084 36 12.16936(W)   ADJUSTED
 NF1479* NAVD 88 ORTHO HEIGHT -   274.0   (meters)      899.    (feet) VERTCON3
 NF1479  ______________________________________________________________________
 NF1479  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 NF1479  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 NF1479  HORZ ORDER      -  SECOND
 NF1479
 NF1479.The horizontal coordinates were established by classical geodetic methods
 NF1479.and adjusted by the National Geodetic Survey in February 1997.
 NF1479
 NF1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1479
 NF1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1479.GEOID18 height accuracy estimate available here.
 NF1479
 NF1479.Click photographs - Photos may exist for this station.
 NF1479
 NF1479.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1479
 NF1479. The following values were computed from the NAD 83(1994) position.
 NF1479
 NF1479;                    North         East     Units Scale Factor Converg.
 NF1479;SPC MI S     -   135,697.032 3,980,612.910   MT  0.99991094   -0 09 39.9
 NF1479;SPC MI S     -   445,200.24 13,059,753.64   iFT  0.99991094   -0 09 39.9
 NF1479;UTM  16      - 4,732,662.711   696,229.409   MT  1.00007375   +1 37 35.3
 NF1479
 NF1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1479!SPC MI S     -   0.99996232  x   0.99991094  =   0.99987327
 NF1479!UTM  16      -   0.99996232  x   1.00007375  =   1.00003607
 NF1479
 NF1479:                Primary Azimuth Mark                     Grid Az
 NF1479:SPC MI S     -  23001 AZ MK                              260 22 14.9
 NF1479:UTM  16      -  23001 AZ MK                              258 34 59.7
 NF1479
 NF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9622932662(NAD 83)
 NF1479
 NF1479|---------------------------------------------------------------------|
 NF1479| PID    Reference Object                     Distance      Geod. Az  |
 NF1479|                                                           dddmmss.s |
 NF1479| NF1470 LANSING STATE CAPITOL DOME          APPROX. 4.2 KM 0705628.6 |
 NF1479| CG9528 23001 RM 1                            5.971 METERS 07233     |
 NF1479| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 2.5 KM 2182810.3 |
 NF1479| CG9529 23001 RM 2                           15.317 METERS 25236     |
 NF1479| CG9527 23001 AZ MK                                        2601235.0 |
 NF1479|---------------------------------------------------------------------|
 NF1479
 NF1479                          SUPERSEDED SURVEY CONTROL
 NF1479
 NF1479  NAD 83(1986)-  42 43 17.04045(N)    084 36 12.18776(W) AD(       ) 2
 NF1479  NAD 27      -  42 43 16.91444(N)    084 36 12.25664(W) AD(       ) 2
 NF1479  NGVD 29 (07/19/86)  274.1    (m)          899.     (f) VERT ANG       
 NF1479
 NF1479.Superseded values are not recommended for survey control.
 NF1479
 NF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1479.See file dsdata.pdf to determine how the superseded data were derived.
 NF1479
 NF1479_MARKER: DD = SURVEY DISK
 NF1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1479_STAMPING: MDSH+T HCM 23001 1976
 NF1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1479+STABILITY: SURFACE MOTION
 NF1479
 NF1479  HISTORY     - Date     Condition        Report By
 NF1479  HISTORY     - 1976     MONUMENTED       MIDH
 NF1479
 NF1479                          STATION DESCRIPTION
 NF1479
 NF1479'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1479'THE STATION IS IN EATON COUNTY, T4N, R3W DELTA TOWNSHIP NEAR THE
 NF1479'EASTLINE OF SECTION 21.  IT IS WITHIN THE STATE HIGHWAY RIGHT OF WAY
 NF1479'AND SOUTH OF THE SOUTH GUARDRAIL.
 NF1479'
 NF1479'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND I-496 IN EATON
 NF1479'COUNTY, GO EAST ON I-496 FOR 3.3 MILES TO WEST SIDE OF WAVERLY ROAD
 NF1479'OVERPASS TO STATION ON RIGHT AS DESCRIBED.
 NF1479'
 NF1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON I-496 0.8 MILE
 NF1479'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1479'
 NF1479'STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T HCM 23001
 NF1479'1976.  SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1479'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1479'34.1 FEET SOUTH OF THE CENTER OF EAST BOUND I496, 13.1 FEET EAST
 NF1479'SOUTHEAST OF THE CURB END, 6.7 FEET WESTSOUTHWEST OF THE SOUTHWEST
 NF1479'CORNER OF THE BRIDGE RETAINING WALL, AND 2.5 FEET SOUTH OF THE
 NF1479'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRONZE DISK SET IN
 NF1479'THE TOP OF A MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NF1479'
 NF1479'REFERENCE MARK 1, A 3-1/2 INCH BRASS DISK STAMPED
 NF1479'MDSH AND T - HCM - 23001 - 1976, RM 1, IS SET FLUSH WITH THE SURFACE
 NF1479'OF THE TOP OF THE SOUTHWEST PARAPET WALL OF THE BRIDGE OVERPASS ON
 NF1479'EASTBOUND I-496 AT WAVERLY ROAD.  IT IS 31.3 FEET SOUTH OF THE
 NF1479'CENTER OF EASTBOUND I-496 AND 2.1 FEET WEST OF THE EAST END OF THE
 NF1479'BRIDGE PARAPET WALL.
 NF1479'
 NF1479'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T HCM
 NF1479'23001 1976 RM 2, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1479'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 44.8 FEET SOUTH OF
 NF1479'THE CENTER OF EAST BOUND I-496, 17.2 FEET WEST-SOUTHWEST OF INGHAM
 NF1479'COUNTY SIGN, AND 9.5 FEET SOUTH OF THE STEEL BEAM GUARD RAIL.
 NF1479'
 NF1479'THE AZIMUTH MARK, A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T 23001
 NF1479'1976 AZ MARK, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1479'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 96.2 FEET SOUTH OF
 NF1479'THE CENTER OF EASTBOUND I-496, 5.0 FEET NORTH OF A WOVEN WIRE FENCE,
 NF1479'AND 5.0 FEET NORTH OF THE WITNESS POST.
 NF1479'
 NF1479'NEAREST TOWN--LANSING.
 NF1479'
 NF1479'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1419 ***********************************************************************
 NF1419  DESIGNATION -  23002
 NF1419  PID         -  NF1419
 NF1419  STATE/COUNTY-  MI/EATON
 NF1419  COUNTRY     -  US
 NF1419  USGS QUAD   -  OLIVET (2017)
 NF1419
 NF1419                         *CURRENT SURVEY CONTROL
 NF1419  ______________________________________________________________________
 NF1419* NAD 83(1994) POSITION- 42 27 36.71608(N) 084 55 29.45699(W)   ADJUSTED
 NF1419* NAVD 88 ORTHO HEIGHT -   277.1   (meters)      909.    (feet) VERTCON3
 NF1419  ______________________________________________________________________
 NF1419  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 NF1419  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 NF1419  HORZ ORDER      -  SECOND
 NF1419
 NF1419.The horizontal coordinates were established by classical geodetic methods
 NF1419.and adjusted by the National Geodetic Survey in February 1997.
 NF1419
 NF1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1419
 NF1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1419.GEOID18 height accuracy estimate available here.
 NF1419
 NF1419.Click photographs - Photos may exist for this station.
 NF1419
 NF1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1419
 NF1419. The following values were computed from the NAD 83(1994) position.
 NF1419
 NF1419;                    North         East     Units Scale Factor Converg.
 NF1419;SPC MI S     -   106,808.741 3,954,092.220   MT  0.99993420   -0 22 47.5
 NF1419;SPC MI S     -   350,422.38 12,972,743.50   iFT  0.99993420   -0 22 47.5
 NF1419;UTM  16      - 4,702,959.941   670,618.585   MT  0.99995818   +1 24 04.4
 NF1419
 NF1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1419!SPC MI S     -   0.99996187  x   0.99993420  =   0.99989607
 NF1419!UTM  16      -   0.99996187  x   0.99995818  =   0.99992005
 NF1419
 NF1419:                Primary Azimuth Mark                     Grid Az
 NF1419:SPC MI S     -  23002 AZ MK MIDOT                        076 19 30.0
 NF1419:UTM  16      -  23002 AZ MK MIDOT                        074 32 38.1
 NF1419
 NF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7061802959(NAD 83)
 NF1419
 NF1419|---------------------------------------------------------------------|
 NF1419| PID    Reference Object                     Distance      Geod. Az  |
 NF1419|                                                           dddmmss.s |
 NF1419| NF1420 23002 AZ MK MIDOT                   APPROX. 1.7 KM 0755642.5 |
 NF1419| CG9530 23002 RM 1                            5.496 METERS 25556     |
 NF1419| CG9531 23002 RM 2                            7.860 METERS 34014     |
 NF1419|---------------------------------------------------------------------|
 NF1419
 NF1419                          SUPERSEDED SURVEY CONTROL
 NF1419
 NF1419  NAD 83(1986)-  42 27 36.71458(N)    084 55 29.47424(W) AD(       ) 2
 NF1419  NAD 27      -  42 27 36.57829(N)    084 55 29.51254(W) AD(       ) 2
 NF1419  NGVD 29 (07/19/86)  277.2    (m)          909.     (f) VERT ANG       
 NF1419
 NF1419.Superseded values are not recommended for survey control.
 NF1419
 NF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1419.See file dsdata.pdf to determine how the superseded data were derived.
 NF1419
 NF1419_MARKER: DD = SURVEY DISK
 NF1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1419_STAMPING: MDSH+T HCM 23002 1976
 NF1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1419+STABILITY: SURFACE MOTION
 NF1419
 NF1419  HISTORY     - Date     Condition        Report By
 NF1419  HISTORY     - 1976     MONUMENTED       MIDH
 NF1419  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1419
 NF1419                          STATION DESCRIPTION
 NF1419
 NF1419'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1419'THE STATION IS IN EATON COUNTY, APPROXIMATELY 1-1/2 MILES NORTH OF
 NF1419'OLIVET AND 9 MILES SOUTHWEST OF CHARLOTTE.  IT IS NEAR THE CENTER
 NF1419'OF SECTION 20, T 1 N, R 5 W, BEING WALTON TWP.
 NF1419'
 NF1419'TO REACH THE STATION FROM THE I-69 BL AND I-69 INTERSECTION (S.
 NF1419'COCHRAN AT CHARLOTTE) GO 6.0 MILES ON SOUTH BOUND I-69 TO AINGER
 NF1419'RD. AND THE STATION ON THE RIGHT AS DESCRIBED.
 NF1419'
 NF1419'TO REACH THE AZIMUTH MARK GO NORTHEAST FROM THE STATION ON I-69
 NF1419'1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1419'
 NF1419'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002, 1976.  THE DISK IS SET IN THE TOP OF A 12 INCH
 NF1419'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 NF1419'GROUND LEVEL.  IT IS 14.0 FEET WEST OF A 28 INCH OAK TREE WITH A
 NF1419'SURVEY MARKER SIGN NAILED ON THE SOUTHWEST SIDE OF THE TREE.  THE
 NF1419'UNDERGROUND MARK IS A 2 INCH BRONZE DISK STAMPED HCM, FA, ROW,
 NF1419'23002.  IT IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1419'42 INCHES BELOW THE GROUND SURFACE.
 NF1419'
 NF1419'REFERENCE MARK 1 (A 3-1/2 INCH BRASS DISK STAMPED MDH AND T, HCM,
 NF1419'23002, RM 1, 1976) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.
 NF1419'IT IS 31.0 FEET WEST OF A 28 INCH OAK TREE.
 NF1419'
 NF1419'REFERENCE MARK 2 (A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002 RM 2, 1976) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND LEVEL.
 NF1419'IT IS 20.0 FEET NORTHWEST OF A 28 INCH OAK TREE.
 NF1419'
 NF1419'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.  IT HAS AN
 NF1419'UNDERGROUND MARK (A 2 INCH BRONZE DISK STAMPED HCM, FA, AZI, MARK,
 NF1419'ROW, 23002 42 INCHES BELOW THE GROUND LEVEL.  IT IS 7.0 FEET
 NF1419'NORTH OF A WOVEN WIRE FENCE, 123.0 FEET SOUTH OF THE NORTHBOUND
 NF1419'I-69 CENTERLINE, AND 5.0 FEET NORTH OF A STEEL WITNESS POST.
 NF1419'
 NF1419'NEAREST TOWN--OLIVET.
 NF1419
 NF1419                          STATION RECOVERY (2001)
 NF1419
 NF1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1419'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1420 ***********************************************************************
 NF1420  DESIGNATION -  23002 AZ MK MIDOT
 NF1420  PID         -  NF1420
 NF1420  STATE/COUNTY-  MI/EATON
 NF1420  COUNTRY     -  US
 NF1420  USGS QUAD   -  OLIVET (2017)
 NF1420
 NF1420                         *CURRENT SURVEY CONTROL
 NF1420  ______________________________________________________________________
 NF1420* NAD 83(1994) POSITION- 42 27 50.36770(N) 084 54 15.77132(W)   ADJUSTED
 NF1420* NAVD 88 ORTHO HEIGHT -   275.9   (meters)      905.    (feet) VERTCON3
 NF1420  ______________________________________________________________________
 NF1420  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 NF1420  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 NF1420  HORZ ORDER      -  SECOND
 NF1420
 NF1420.The horizontal coordinates were established by classical geodetic methods
 NF1420.and adjusted by the National Geodetic Survey in February 1997.
 NF1420
 NF1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1420
 NF1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1420.GEOID18 height accuracy estimate available here.
 NF1420
 NF1420.Click photographs - Photos may exist for this station.
 NF1420
 NF1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1420
 NF1420. The following values were computed from the NAD 83(1994) position.
 NF1420
 NF1420;                    North         East     Units Scale Factor Converg.
 NF1420;SPC MI S     -   107,218.986 3,955,778.299   MT  0.99993372   -0 21 57.3
 NF1420;SPC MI S     -   351,768.33 12,978,275.26   iFT  0.99993372   -0 21 57.3
 NF1420;UTM  16      - 4,703,422.404   672,291.146   MT  0.99996523   +1 24 54.6
 NF1420
 NF1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1420!SPC MI S     -   0.99996206  x   0.99993372  =   0.99989578
 NF1420!UTM  16      -   0.99996206  x   0.99996523  =   0.99992729
 NF1420
 NF1420:                Primary Azimuth Mark                     Grid Az
 NF1420:SPC MI S     -  23002                                    256 19 29.5
 NF1420:UTM  16      -  23002                                    254 32 37.6
 NF1420
 NF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7229103422(NAD 83)
 NF1420
 NF1420|---------------------------------------------------------------------|
 NF1420| PID    Reference Object                     Distance      Geod. Az  |
 NF1420|                                                           dddmmss.s |
 NF1420| NF1419 23002                               APPROX. 1.7 KM 2555732.2 |
 NF1420|---------------------------------------------------------------------|
 NF1420
 NF1420                          SUPERSEDED SURVEY CONTROL
 NF1420
 NF1420  NAD 83(1986)-  42 27 50.36628(N)    084 54 15.78837(W) AD(       ) 2
 NF1420  NAD 27      -  42 27 50.22991(N)    084 54 15.82909(W) AD(       ) 2
 NF1420  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 NF1420
 NF1420.Superseded values are not recommended for survey control.
 NF1420
 NF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1420.See file dsdata.pdf to determine how the superseded data were derived.
 NF1420
 NF1420_MARKER: DD = SURVEY DISK
 NF1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1420_STAMPING: MDSH+T HCM 23001 1976 AZI MARK
 NF1420_PROJECTION: FLUSH
 NF1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1420+STABILITY: SURFACE MOTION
 NF1420
 NF1420  HISTORY     - Date     Condition        Report By
 NF1420  HISTORY     - 1976     MONUMENTED       MIDH
 NF1420  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1420
 NF1420                          STATION DESCRIPTION
 NF1420
 NF1420'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1420'STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T, HCM,
 NF1420'23002, 1976, AZI MARK, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1420'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.  IT HAS AN
 NF1420'UNDERGROUND MARK, A 2 INCH BRONZE DISK STAMPED HCM, FA, AZI, MARK,
 NF1420'ROW, 23002, 42 INCHES BELOW THE GROUND LEVEL.  IT IS 7.0 FEET
 NF1420'NORTH OF A WOVEN WIRE FENCE, 123.0 FEET SOUTH OF THE NORTH BOUND
 NF1420'I-69 CENTERLINE AND 5.0 FEET NORTH OF A STEEL WITNESS POST.
 NF1420
 NF1420                          STATION RECOVERY (2001)
 NF1420
 NF1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1420'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1422 ***********************************************************************
 NF1422  DESIGNATION -  23003
 NF1422  PID         -  NF1422
 NF1422  STATE/COUNTY-  MI/EATON
 NF1422  COUNTRY     -  US
 NF1422  USGS QUAD   -  OLIVET (2017)
 NF1422
 NF1422                         *CURRENT SURVEY CONTROL
 NF1422  ______________________________________________________________________
 NF1422* NAD 83(1994) POSITION- 42 28 32.04609(N) 084 53 09.94250(W)   ADJUSTED
 NF1422* NAVD 88 ORTHO HEIGHT -   269.0   (meters)      883.    (feet) VERTCON3
 NF1422  ______________________________________________________________________
 NF1422  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 NF1422  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 NF1422  HORZ ORDER      -  SECOND
 NF1422
 NF1422.The horizontal coordinates were established by classical geodetic methods
 NF1422.and adjusted by the National Geodetic Survey in February 1997.
 NF1422
 NF1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1422
 NF1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1422.GEOID18 height accuracy estimate available here.
 NF1422
 NF1422.Click photographs - Photos may exist for this station.
 NF1422
 NF1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1422
 NF1422. The following values were computed from the NAD 83(1994) position.
 NF1422
 NF1422;                    North         East     Units Scale Factor Converg.
 NF1422;SPC MI S     -   108,495.472 3,957,290.039   MT  0.99993226   -0 21 12.6
 NF1422;SPC MI S     -   355,956.27 12,983,235.04   iFT  0.99993226   -0 21 12.6
 NF1422;UTM  16      - 4,704,745.310   673,762.530   MT  0.99997150   +1 25 40.2
 NF1422
 NF1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1422!SPC MI S     -   0.99996314  x   0.99993226  =   0.99989541
 NF1422!UTM  16      -   0.99996314  x   0.99997150  =   0.99993465
 NF1422
 NF1422:                Primary Azimuth Mark                     Grid Az
 NF1422:SPC MI S     -  23002 AZ MK MIDOT                        229 49 22.1
 NF1422:UTM  16      -  23002 AZ MK MIDOT                        228 02 29.3
 NF1422
 NF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7376204745(NAD 83)
 NF1422
 NF1422|---------------------------------------------------------------------|
 NF1422| PID    Reference Object                     Distance      Geod. Az  |
 NF1422|                                                           dddmmss.s |
 NF1422| CG9532 23003 RM 1                            6.013 METERS 01631     |
 NF1422| NF1420 23002 AZ MK MIDOT                   APPROX. 2.0 KM 2292809.5 |
 NF1422| CG9533 23003 RM 2                            6.362 METERS 27004     |
 NF1422|---------------------------------------------------------------------|
 NF1422
 NF1422                          SUPERSEDED SURVEY CONTROL
 NF1422
 NF1422  NAD 83(1986)-  42 28 32.04475(N)    084 53 09.95946(W) AD(       ) 2
 NF1422  NAD 27      -  42 28 31.90860(N)    084 53 10.00218(W) AD(       ) 2
 NF1422  NGVD 29 (07/19/86)  269.1    (m)          883.     (f) VERT ANG       
 NF1422
 NF1422.Superseded values are not recommended for survey control.
 NF1422
 NF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1422.See file dsdata.pdf to determine how the superseded data were derived.
 NF1422
 NF1422_MARKER: DD = SURVEY DISK
 NF1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1422_STAMPING: MDSH+T HCM 23003 1976
 NF1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1422+STABILITY: SURFACE MOTION
 NF1422
 NF1422  HISTORY     - Date     Condition        Report By
 NF1422  HISTORY     - 1976     MONUMENTED       MIDH
 NF1422  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1422
 NF1422                          STATION DESCRIPTION
 NF1422
 NF1422'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1422'THE STATION IS ABOUT 3 MILES NORTHEAST OF OLIVET, 5-1/2 MILES
 NF1422'SOUTHWEST OF CHARLOTTE, IT IS ON A FAIRLY HIGH RIDGE IN THE MEDIAN
 NF1422'BETWEEN NORTH BOUND AND SOUTH BOUND I-69 IN THE NORTH 1/2 OF
 NF1422'SECTION 15 OF WALTON TOWNSHIP (T1N,R5W).
 NF1422'
 NF1422'TO REACH THE STATION FROM THE I-69 INTERCHANGE WITH COCHRAN ROAD
 NF1422'SOUTH OF CHARLOTTE, GO SOUTHWESTERLY ON SOUTHBOUND I-69 3.9 MILES
 NF1422'TO THE STATION ON THE LEFT.
 NF1422'
 NF1422'STATION MARK IS A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 THE SURFACE MARK IS SET IN THE TOP OF A 12
 NF1422'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 NF1422'GROUND SURFACE.  IT IS 92.0 FEET SOUTHEAST OF SOUTH BOUND I-69,
 NF1422'AND 100.0 FEET NORTHWEST OF THE CENTER OF NORTHBOUND I-69.  THE
 NF1422'UNDERGROUND MARK, A 2 INCH BRONZE DISK STAMPED HCM-FA-ROW-23003
 NF1422'IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE
 NF1422'GROUND SURFACE.
 NF1422'
 NF1422'REFERENCE MARK 1, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 - RM 1, IS SET IN THE TOP OF A 12 INCH
 NF1422'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 NF1422'IS 78.5 FEET SOUTHEAST OF THE CENTER OF SOUTHBOUND I-69 AND 11
 NF1422'3.5 FEET NORTHWEST OF THE CENTER OF NORTHBOUND I-69.
 NF1422'
 NF1422'REFERENCE MARK 2, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 - RM 2 IS SET IN THE TOP OF A 12 INCH
 NF1422'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE
 NF1422'GROUND SURFACE.  IT IS 80.0 FEET SOUTHEAST OF THE CENTER OF
 NF1422'SOUTHBOUND I-69 AND 11 2.0 FEET NORTHWEST OF NORTH BOUND I-69
 NF1422'CENTERLINE.
 NF1422'
 NF1422'A SEPARATE AZIMUTH MARK IS NOT NEEDED AS THE AZIMUTH MARK FOR 23002
 NF1422'IS VISIBLE FROM THIS STATION.
 NF1422'
 NF1422'NEAREST TOWN--OLIVET.
 NF1422'
 NF1422'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 NF1422
 NF1422                          STATION RECOVERY (2001)
 NF1422
 NF1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1422'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1571 ***********************************************************************
 NF1571  DESIGNATION -  23004 MIDOT RM 2
 NF1571  PID         -  NF1571
 NF1571  STATE/COUNTY-  MI/EATON
 NF1571  COUNTRY     -  US
 NF1571  USGS QUAD   -  CHARLOTTE (2017)
 NF1571
 NF1571                         *CURRENT SURVEY CONTROL
 NF1571  ______________________________________________________________________
 NF1571* NAD 83(1994) POSITION- 42 34 57.83389(N) 084 48 23.53541(W)   ADJUSTED
 NF1571* NAVD 88 ORTHO HEIGHT -   280.0   (meters)      919.    (feet) VERTCON3
 NF1571  ______________________________________________________________________
 NF1571  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 NF1571  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 NF1571  HORZ ORDER      -  SECOND
 NF1571
 NF1571.The horizontal coordinates were established by classical geodetic methods
 NF1571.and adjusted by the National Geodetic Survey in February 1997.
 NF1571
 NF1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1571
 NF1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1571.GEOID18 height accuracy estimate available here.
 NF1571
 NF1571.Click photographs - Photos may exist for this station.
 NF1571
 NF1571.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1571
 NF1571. The following values were computed from the NAD 83(1994) position.
 NF1571
 NF1571;                    North         East     Units Scale Factor Converg.
 NF1571;SPC MI S     -   120,361.242 3,963,893.773   MT  0.99992072   -0 17 57.6
 NF1571;SPC MI S     -   394,885.96 13,004,900.83   iFT  0.99992072   -0 17 57.6
 NF1571;UTM  16      - 4,716,811.473   679,994.320   MT  0.99999861   +1 29 04.6
 NF1571
 NF1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1571!SPC MI S     -   0.99996142  x   0.99992072  =   0.99988214
 NF1571!UTM  16      -   0.99996142  x   0.99999861  =   0.99996003
 NF1571
 NF1571:                Primary Azimuth Mark                     Grid Az
 NF1571:SPC MI S     -  BATTLE                                   199 36 11.0
 NF1571:UTM  16      -  BATTLE                                   197 49 08.8
 NF1571
 NF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7999416811(NAD 83)
 NF1571
 NF1571|---------------------------------------------------------------------|
 NF1571| PID    Reference Object                     Distance      Geod. Az  |
 NF1571|                                                           dddmmss.s |
 NF1571| NF1117 HCM 23004                             9.428 METERS 06508     |
 NF1571| NF1572 BATTLE                              APPROX. 7.6 KM 1991813.4 |
 NF1571|---------------------------------------------------------------------|
 NF1571
 NF1571                          SUPERSEDED SURVEY CONTROL
 NF1571
 NF1571  NAD 83(1986)-  42 34 57.83258(N)    084 48 23.55243(W) AD(       ) 2
 NF1571  NAD 27      -  42 34 57.69884(N)    084 48 23.60239(W) AD(       ) 2
 NF1571  NGVD 29 (07/19/86)  280.1    (m)          919.     (f) VERT ANG       
 NF1571
 NF1571.Superseded values are not recommended for survey control.
 NF1571
 NF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1571.See file dsdata.pdf to determine how the superseded data were derived.
 NF1571
 NF1571_MARKER: DD = SURVEY DISK
 NF1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1571_STAMPING: MDSH+T HCM 23004-RM 2 1976
 NF1571_PROJECTION: FLUSH
 NF1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1571+STABILITY: SURFACE MOTION
 NF1571
 NF1571  HISTORY     - Date     Condition        Report By
 NF1571  HISTORY     - 1976     MONUMENTED       MIDH
 NF1571
 NF1571                          STATION DESCRIPTION
 NF1571
 NF1571'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1571'STATION MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1571'MICHIGAN-HCM-23004-RM 2-1976, IS SET IN THE TOP OF A 12 INCH
 NF1571'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1571'47 FEET NORTHWEST OF A FIRE HYDRANT AND 44 FEET SOUTHEAST OF THE
 NF1571'CENTER OF NORTH BOUND TEMPORARY I-69.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1544 ***********************************************************************
 NF1544  DESIGNATION -  23005
 NF1544  PID         -  NF1544
 NF1544  STATE/COUNTY-  MI/EATON
 NF1544  COUNTRY     -  US
 NF1544  USGS QUAD   -  NEEDMORE (2017)
 NF1544
 NF1544                         *CURRENT SURVEY CONTROL
 NF1544  ______________________________________________________________________
 NF1544* NAD 83(1994) POSITION- 42 40 45.29900(N) 084 49 04.04501(W)   ADJUSTED
 NF1544* NAVD 88 ORTHO HEIGHT -   282.34  (+/-2cm)      926.3   (feet) VERTCON3
 NF1544  ______________________________________________________________________
 NF1544  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 NF1544  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 NF1544  HORZ ORDER      -  SECOND
 NF1544  VERT ORDER      -  THIRD ? (See Below)
 NF1544
 NF1544.The horizontal coordinates were established by classical geodetic methods
 NF1544.and adjusted by the National Geodetic Survey in February 1997.
 NF1544
 NF1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1544
 NF1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1544.GEOID18 height accuracy estimate available here.
 NF1544
 NF1544.The vertical order pertains to the NGVD 29 superseded value.
 NF1544
 NF1544.Click photographs - Photos may exist for this station.
 NF1544
 NF1544.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1544
 NF1544. The following values were computed from the NAD 83(1994) position.
 NF1544
 NF1544;                    North         East     Units Scale Factor Converg.
 NF1544;SPC MI S     -   131,086.848 3,963,027.566   MT  0.99991330   -0 18 25.2
 NF1544;SPC MI S     -   430,074.96 13,002,058.94   iFT  0.99991330   -0 18 25.2
 NF1544;UTM  16      - 4,727,505.732   678,794.284   MT  0.99999331   +1 28 46.9
 NF1544
 NF1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1544!SPC MI S     -   0.99996104  x   0.99991330  =   0.99987435
 NF1544!UTM  16      -   0.99996104  x   0.99999331  =   0.99995435
 NF1544
 NF1544:                Primary Azimuth Mark                     Grid Az
 NF1544:SPC MI S     -  23005 AZ MK                              075 18 05.5
 NF1544:UTM  16      -  23005 AZ MK                              073 30 53.4
 NF1544
 NF1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7879427505(NAD 83)
 NF1544
 NF1544|---------------------------------------------------------------------|
 NF1544| PID    Reference Object                     Distance      Geod. Az  |
 NF1544|                                                           dddmmss.s |
 NF1544| CG9538 23005 RM 1                           18.909 METERS 04618     |
 NF1544| NF1562 23005 AZ MK                         APPROX. 1.6 KM 0745940.3 |
 NF1544| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 9.8 KM 1123820.7 |
 NF1544| CG9539 23005 RM 2                           19.600 METERS 13425     |
 NF1544|---------------------------------------------------------------------|
 NF1544
 NF1544                          SUPERSEDED SURVEY CONTROL
 NF1544
 NF1544  NAD 83(1986)-  42 40 45.29733(N)    084 49 04.06279(W) AD(       ) 2
 NF1544  NAD 27      -  42 40 45.17065(N)    084 49 04.10612(W) AD(       ) 2
 NF1544  NGVD 29 (07/19/86)  282.46   (m)          926.7    (f) LEVELING    3  
 NF1544
 NF1544.Superseded values are not recommended for survey control.
 NF1544
 NF1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1544.See file dsdata.pdf to determine how the superseded data were derived.
 NF1544
 NF1544_MARKER: DD = SURVEY DISK
 NF1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1544_STAMPING: MDSH+T HCM 23005 1976
 NF1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1544+STABILITY: SURFACE MOTION
 NF1544
 NF1544  HISTORY     - Date     Condition        Report By
 NF1544  HISTORY     - 1976     MONUMENTED       MIDH
 NF1544  HISTORY     - 19961103 GOOD             USPSQD
 NF1544
 NF1544                          STATION DESCRIPTION
 NF1544
 NF1544'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1544'THE STATION IS IN EATON COUNTY, BENTON TOWNSHIP, T3N, R4W, NE1/4
 NF1544'SECTION 6, ON BENTON ROAD.
 NF1544'
 NF1544'TO REACH THE STATION FROM EATON COUNTY COURTHOUSE IN CHARLOTTE GO
 NF1544'NORTHEAST ON I-69 BUSINESS LOOP TO TEMP-I-69.  TRAVEL NORTHEAST
 NF1544'ON I-69 TO PACKARD ROAD TURN LEFT AND GO WEST ON PACKARD ROAD FOR
 NF1544'0.9 MILES TO BENTON ROAD TURN RIGHT AND GO NORTH ON BENTON ROAD
 NF1544'FOR 7.2 MILES TO STATION ON THE LEFT.
 NF1544'
 NF1544'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23005 1976,
 NF1544'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1544'MONUMENT THAT PROJECTS 6 INCHES ABOVE GROUND SURFACE.  IT IS 4
 NF1544'FEET SOUTH OF POWER POLE, 33 FEET WEST OF CENTER LINE BENTON
 NF1544'ROAD, AND 2 FEET SOUTH OF WITNESS POST.
 NF1544'
 NF1544'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1544'23005 1976, ROW.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1544'48 INCHES BELOW THE GROUND SURFACE.
 NF1544'
 NF1544'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED 23005 R.M. 1,
 NF1544'1976, MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 13 FEET
 NF1544'EAST OF CENTER LINE BENTON ROAD, 60 FEET NORTHEAST OF POWER POLE.
 NF1544'
 NF1544'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED 23005 R.M. 2,
 NF1544'1976, MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 13
 NF1544'FEET EAST OF CENTER LINE BENTON ROAD, 68 FEET SOUTHEAST OF POWER
 NF1544'POLE.
 NF1544'
 NF1544'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON BENTON ROAD
 NF1544'0.3 MILES TO NEEDMORE ROAD TURN RIGHT AND GO EAST 0.9 MILES ON
 NF1544'NEEDMORE ROAD TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 NF1544'
 NF1544'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23005 AZIMUTH
 NF1544'MARK 1976 MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 23.5
 NF1544'FEET NORTH OF CENTER LINE OF NEEDMORE ROAD, 89 FEET NORTHEAST OF
 NF1544'POWER POLE, AND 3 FEET WEST OF WITNESS POST.
 NF1544'
 NF1544'NEAREST TOWN--POTTERVILLE.
 NF1544'
 NF1544'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1544
 NF1544                          STATION RECOVERY (1996)
 NF1544
 NF1544'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1562 ***********************************************************************
 NF1562  DESIGNATION -  23005 AZ MK
 NF1562  PID         -  NF1562
 NF1562  STATE/COUNTY-  MI/EATON
 NF1562  COUNTRY     -  US
 NF1562  USGS QUAD   -  NEEDMORE (2017)
 NF1562
 NF1562                         *CURRENT SURVEY CONTROL
 NF1562  ______________________________________________________________________
 NF1562* NAD 83(1994) POSITION- 42 40 58.56577(N) 084 47 56.93445(W)   ADJUSTED
 NF1562* NAVD 88 ORTHO HEIGHT -   282.09  (+/-2cm)      925.5   (feet) VERTCON3
 NF1562  ______________________________________________________________________
 NF1562  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 NF1562  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 NF1562  HORZ ORDER      -  FIRST
 NF1562  VERT ORDER      -  THIRD ? (See Below)
 NF1562
 NF1562.The horizontal coordinates were established by classical geodetic methods
 NF1562.and adjusted by the National Geodetic Survey in February 1997.
 NF1562
 NF1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1562
 NF1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1562.GEOID18 height accuracy estimate available here.
 NF1562
 NF1562.The vertical order pertains to the NGVD 29 superseded value.
 NF1562
 NF1562.Click photographs - Photos may exist for this station.
 NF1562
 NF1562.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1562
 NF1562. The following values were computed from the NAD 83(1994) position.
 NF1562
 NF1562;                    North         East     Units Scale Factor Converg.
 NF1562;SPC MI S     -   131,488.168 3,964,557.470   MT  0.99991307   -0 17 39.5
 NF1562;SPC MI S     -   431,391.63 13,007,078.31   iFT  0.99991307   -0 17 39.5
 NF1562;UTM  16      - 4,727,954.595   680,311.058   MT  1.00000001   +1 29 32.8
 NF1562
 NF1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1562!SPC MI S     -   0.99996108  x   0.99991307  =   0.99987415
 NF1562!UTM  16      -   0.99996108  x   1.00000001  =   0.99996109
 NF1562
 NF1562:                Primary Azimuth Mark                     Grid Az
 NF1562:SPC MI S     -  23005                                    255 18 05.4
 NF1562:UTM  16      -  23005                                    253 30 53.1
 NF1562
 NF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8031127954(NAD 83)
 NF1562
 NF1562|---------------------------------------------------------------------|
 NF1562| PID    Reference Object                     Distance      Geod. Az  |
 NF1562|                                                           dddmmss.s |
 NF1562| NF1544 23005                               APPROX. 1.6 KM 2550025.9 |
 NF1562| CG9537 23005 RM                                           28505     |
 NF1562|---------------------------------------------------------------------|
 NF1562
 NF1562                          SUPERSEDED SURVEY CONTROL
 NF1562
 NF1562  NAD 83(1986)-  42 40 58.56411(N)    084 47 56.95227(W) AD(       ) 1
 NF1562  NAD 27      -  42 40 58.43654(N)    084 47 56.99776(W) AD(       ) 1
 NF1562  NGVD 29 (07/19/86)  282.21   (m)          925.9    (f) LEVELING    3  
 NF1562
 NF1562.Superseded values are not recommended for survey control.
 NF1562
 NF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1562.See file dsdata.pdf to determine how the superseded data were derived.
 NF1562
 NF1562_MARKER: DD = SURVEY DISK
 NF1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1562_STAMPING: MDSH+T HCM 23005 1976 AZI MARK
 NF1562_PROJECTION: FLUSH
 NF1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1562+STABILITY: SURFACE MOTION
 NF1562
 NF1562  HISTORY     - Date     Condition        Report By
 NF1562  HISTORY     - 1976     MONUMENTED       MIDH
 NF1562
 NF1562                          STATION DESCRIPTION
 NF1562
 NF1562'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1562'THE MARK IS LOCATED ABOUT 7.9 MI (12.8 KM) NORTHEAST OF CHESTER, 6.4
 NF1562'MI (10.2 KM) SOUTHEAST OF HOYTVILLE AND 2.9 MI (4.7 KM) EAST OF
 NF1562'NEEDMORE.
 NF1562'
 NF1562'IT IS NORTH OF THE CENTERLINE OF NEEDMORE HIGHWAY AND WEST OF THE
 NF1562'CENTERLINE OF OTTO ROAD IN FRONT OF 1979 EAST NEEDMORE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1551 ***********************************************************************
 NF1551  DESIGNATION -  23006
 NF1551  PID         -  NF1551
 NF1551  STATE/COUNTY-  MI/EATON
 NF1551  COUNTRY     -  US
 NF1551  USGS QUAD   -  NEEDMORE (2017)
 NF1551
 NF1551                         *CURRENT SURVEY CONTROL
 NF1551  ______________________________________________________________________
 NF1551* NAD 83(1994) POSITION- 42 37 32.16332(N) 084 51 50.41485(W)   ADJUSTED
 NF1551* NAVD 88 ORTHO HEIGHT -   284.6   (meters)      934.    (feet) VERTCON3
 NF1551  ______________________________________________________________________
 NF1551  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 NF1551  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 NF1551  HORZ ORDER      -  SECOND
 NF1551
 NF1551.The horizontal coordinates were established by classical geodetic methods
 NF1551.and adjusted by the National Geodetic Survey in February 1997.
 NF1551
 NF1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1551
 NF1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1551.GEOID18 height accuracy estimate available here.
 NF1551
 NF1551.Click photographs - Photos may exist for this station.
 NF1551
 NF1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1551
 NF1551. The following values were computed from the NAD 83(1994) position.
 NF1551
 NF1551;                    North         East     Units Scale Factor Converg.
 NF1551;SPC MI S     -   125,149.163 3,959,204.890   MT  0.99991708   -0 20 18.4
 NF1551;SPC MI S     -   410,594.37 12,989,517.36   iFT  0.99991708   -0 20 18.4
 NF1551;UTM  16      - 4,721,451.366   675,158.267   MT  0.99997748   +1 26 48.7
 NF1551
 NF1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1551!SPC MI S     -   0.99996070  x   0.99991708  =   0.99987778
 NF1551!UTM  16      -   0.99996070  x   0.99997748  =   0.99993818
 NF1551
 NF1551:                Primary Azimuth Mark                     Grid Az
 NF1551:SPC MI S     -  23006 AZ MK                              315 20 01.9
 NF1551:UTM  16      -  23006 AZ MK                              313 32 54.8
 NF1551
 NF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7515821451(NAD 83)
 NF1551
 NF1551|---------------------------------------------------------------------|
 NF1551| PID    Reference Object                     Distance      Geod. Az  |
 NF1551|                                                           dddmmss.s |
 NF1551| CG9541 23006 RM 1                            9.205 METERS 21542     |
 NF1551| NF1550 23006 MIDOT A PT 1976                 5.136 METERS 23106     |
 NF1551| CG9542 23006 RM 2                           14.635 METERS 29355     |
 NF1551| CG9540 23006 AZ MK                                        3145943.5 |
 NF1551|---------------------------------------------------------------------|
 NF1551
 NF1551                          SUPERSEDED SURVEY CONTROL
 NF1551
 NF1551  NAD 83(1986)-  42 37 32.16153(N)    084 51 50.43233(W) AD(       ) 2
 NF1551  NAD 27      -  42 37 32.03024(N)    084 51 50.47057(W) AD(       ) 2
 NF1551  NGVD 29 (07/19/86)  284.7    (m)          934.     (f) VERT ANG       
 NF1551
 NF1551.Superseded values are not recommended for survey control.
 NF1551
 NF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1551.See file dsdata.pdf to determine how the superseded data were derived.
 NF1551
 NF1551_MARKER: DD = SURVEY DISK
 NF1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1551_STAMPING: MDSH+T HCM 23006 1976
 NF1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1551+STABILITY: SURFACE MOTION
 NF1551
 NF1551  HISTORY     - Date     Condition        Report By
 NF1551  HISTORY     - 1976     MONUMENTED       MIDH
 NF1551  HISTORY     - 19961103 GOOD             USPSQD
 NF1551
 NF1551                          STATION DESCRIPTION
 NF1551
 NF1551'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1551'THE STATION IS ABOUT 6-1/2 MILES WEST OF POTTERVILLE, 4-1/2 MILES
 NF1551'NORTH NORTH WEST OF CHARLOTTE.  IN EATON COUNTY, CHESTER TOWNSHIP,
 NF1551'T3N, R5W, NE1/4 SECTION 26.  IN THE SW QUADRANT OF M-50 AND
 NF1551'VERMONTVILLE ROAD ON STATE RIGHT OF WAY.
 NF1551'
 NF1551'TO REACH THE STATION FROM THE WEST VILLAGE LIMITS OF POTTERVILLE.
 NF1551'DRIVE WEST ON VERMONTVILLE ROAD 6.2 MILES TO INTERSECTION WITH
 NF1551'M-50.  STATION IS ON THE LEFT AS DESCRIBED.
 NF1551'
 NF1551'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON M-50
 NF1551'0.7 MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1551'
 NF1551'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED
 NF1551'MDSH AND T-HCM-23006-1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1551'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1551'IS 86.7 FEET NORTH OF END FENCE POST, 38.5 FEET EAST OF WOVEN WIRE
 NF1551'FENCE, 38 FEET WEST OF CENTER LINE M-50, AND 3.4 FEET NORTH OF
 NF1551'WITNESS POST.
 NF1551'
 NF1551'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, RCW,
 NF1551'23006 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1551'INCHES BELOW THE GROUND SURFACE.
 NF1551'
 NF1551'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED R.M. 1,
 NF1551'MDSH AND T, 23006, HCM, 1976.  SET IN THE TOP OF A 12 INCH
 NF1551'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1551'IT IS 2 FEET EAST OF WOVEN WIRE FENCE, 82.5 FEET NORTHWEST OF END
 NF1551'FENCE POST, AND 74 FEET WEST OF CENTER LINE M-50.
 NF1551'
 NF1551'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED R.M. 2,
 NF1551'MDSH AND T, 23006, HCM, 1976.  SET IN THE TOP OF A 12 INCH
 NF1551'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1551'IT IS 63.2 FEET WEST OF CENTER LINE M-50, 30.3 FEET EAST OF WOVEN
 NF1551'WIRE FENCE, 63.5 FEET SOUTH OF M-50 SIGN.
 NF1551'
 NF1551'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE
 NF1551'MARK-AZIMUTH MARK, 23006 1976, MDSH AND T.  SET IN THE TOP OF A
 NF1551'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1551'SURFACE.  IT IS 103 FEET SOUTHEAST OF POWER POLE, 43.8 FEET EAST
 NF1551'OF CENTER LINE M-50, AND 2 FEET SOUTH OF WITNESS POST.
 NF1551'
 NF1551'THE UNDERGROUND MARK IS A 2 INCH DISK, SET IN AN IRREGULAR MASS OF
 NF1551'CONCRETE 48 INCHES BELOW THE GROUND SURFACE AND STAMPED
 NF1551'HCM-FA-AZI MARK-ROW-23006.
 NF1551'
 NF1551'NEAREST TOWN--VERMONTVILLE.
 NF1551'
 NF1551'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 NF1551
 NF1551                          STATION RECOVERY (1996)
 NF1551
 NF1551'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1521 ***********************************************************************
 NF1521  DESIGNATION -  23007
 NF1521  PID         -  NF1521
 NF1521  STATE/COUNTY-  MI/EATON
 NF1521  COUNTRY     -  US
 NF1521  USGS QUAD   -  DIMONDALE (2017)
 NF1521
 NF1521                         *CURRENT SURVEY CONTROL
 NF1521  ______________________________________________________________________
 NF1521* NAD 83(1994) POSITION- 42 42 10.26709(N) 084 44 22.90823(W)   ADJUSTED
 NF1521* NAVD 88 ORTHO HEIGHT -   270.3   (meters)      887.    (feet) VERTCON3
 NF1521  ______________________________________________________________________
 NF1521  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 NF1521  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 NF1521  HORZ ORDER      -  SECOND
 NF1521
 NF1521.The horizontal coordinates were established by classical geodetic methods
 NF1521.and adjusted by the National Geodetic Survey in February 1997.
 NF1521
 NF1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1521
 NF1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1521.GEOID18 height accuracy estimate available here.
 NF1521
 NF1521.Click photographs - Photos may exist for this station.
 NF1521
 NF1521.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1521
 NF1521. The following values were computed from the NAD 83(1994) position.
 NF1521
 NF1521;                    North         East     Units Scale Factor Converg.
 NF1521;SPC MI S     -   133,677.164 3,969,439.396   MT  0.99991191   -0 15 13.9
 NF1521;SPC MI S     -   438,573.37 13,023,095.13   iFT  0.99991191   -0 15 13.9
 NF1521;UTM  16      - 4,730,294.994   685,122.821   MT  1.00002164   +1 32 00.1
 NF1521
 NF1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1521!SPC MI S     -   0.99996292  x   0.99991191  =   0.99987484
 NF1521!UTM  16      -   0.99996292  x   1.00002164  =   0.99998456
 NF1521
 NF1521:                Primary Azimuth Mark                     Grid Az
 NF1521:SPC MI S     -  23007 AZ MK                              178 31 25.4
 NF1521:UTM  16      -  23007 AZ MK                              176 44 11.4
 NF1521
 NF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8512230294(NAD 83)
 NF1521
 NF1521|---------------------------------------------------------------------|
 NF1521| PID    Reference Object                     Distance      Geod. Az  |
 NF1521|                                                           dddmmss.s |
 NF1521| CG9544 23007 RM 1                            5.111 METERS 00438     |
 NF1521| CG9543 23007 AZ MK                                        1781611.5 |
 NF1521| CG9545 23007 RM 2                            7.886 METERS 18213     |
 NF1521|---------------------------------------------------------------------|
 NF1521
 NF1521                          SUPERSEDED SURVEY CONTROL
 NF1521
 NF1521  NAD 83(1986)-  42 42 10.26534(N)    084 44 22.92608(W) AD(       ) 2
 NF1521  NAD 27      -  42 42 10.13739(N)    084 44 22.97793(W) AD(       ) 2
 NF1521  NGVD 29 (07/19/86)  270.4    (m)          887.     (f) VERT ANG       
 NF1521
 NF1521.Superseded values are not recommended for survey control.
 NF1521
 NF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1521.See file dsdata.pdf to determine how the superseded data were derived.
 NF1521
 NF1521_MARKER: DD = SURVEY DISK
 NF1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1521_STAMPING: MDSH+T HCM 23007 1976
 NF1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1521+STABILITY: SURFACE MOTION
 NF1521
 NF1521  HISTORY     - Date     Condition        Report By
 NF1521  HISTORY     - 1976     MONUMENTED       MIDH
 NF1521  HISTORY     - 19961103 GOOD             USPSQD
 NF1521
 NF1521                          STATION DESCRIPTION
 NF1521
 NF1521'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1521'THE STATION IS 3-1/2 MILES SOUTH OF GRAND LEDGE ON M-100, 5 MILES
 NF1521'NORTH OF POTTERVILLE ON M-100 IN EATON COUNTY, ONEIDA TOWNSHIP,
 NF1521'T4N, R4W, SE1/4 SECTION 26 ON STATE RIGHT OF WAY.
 NF1521'
 NF1521'TO REACH THE STATION FROM THE INTERSECTION OF M-43 AND M-100 IN
 NF1521'GRAND LEDGE, GO SOUTH ON M-100 2.7 MILES TO THE STATION ON THE
 NF1521'RIGHT AS DESCRIBED.
 NF1521'
 NF1521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON M-100
 NF1521'0.35 MILES TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1521'
 NF1521'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23007 1976,
 NF1521'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1521'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS 28
 NF1521'FEET WEST OF CENTER LINE HARTEL ROAD (M-100), 38.6 FEET SOUTHWEST
 NF1521'OF MAILBOX, 62 FEET NORTHWEST OF 23 INCH MAPLE, AND 3 FEET
 NF1521'NORTHEAST OF WITNESS POST.
 NF1521'
 NF1521'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1521'23007.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1521'BELOW THE GROUND SURFACE.
 NF1521'
 NF1521'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1521'HCM, 23007 1976, R.M. 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1521'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1521'IT IS 28 FEET WEST OF CENTER LINE HARTEL ROAD (M-100), 22 FEET
 NF1521'SOUTHWEST OF MAILBOX, AND 8 FEET SOUTH OF CENTER LINE FIELD
 NF1521'DRIVE.
 NF1521'
 NF1521'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1521'T, HCM, 23007 1976, R.M. 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1521'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 28 FEET
 NF1521'WEST OF CENTER LINE HARTEL ROAD (M-100), 53 FEET WEST OF 28 INCH
 NF1521'MAPLE, AND 64 FEET SOUTH SOUTHWEST OF MAILBOX.
 NF1521'
 NF1521'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1521'T, HCM, 23007 1976, AZIMUTH MARK.  SET IN THE TOP OF A 12 INCH
 NF1521'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND
 NF1521'SURFACE.  IT IS 26 FEET EAST OF CENTER LINE HARTEL ROAD (M-100),
 NF1521'14 FEET NORTHWEST OF TELEPHONE POLE, 84 FEET NORTH NORTHWEST OF
 NF1521'21 INCH MAPLE, AND 4 FEET NORTHWEST OF WITNESS POST.
 NF1521'
 NF1521'NEAREST TOWN--GRAND LEDGE.
 NF1521'
 NF1521'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 NF1521
 NF1521                          STATION RECOVERY (1996)
 NF1521
 NF1521'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1515 ***********************************************************************
 NF1515  DESIGNATION -  23008
 NF1515  PID         -  NF1515
 NF1515  STATE/COUNTY-  MI/EATON
 NF1515  COUNTRY     -  US
 NF1515  USGS QUAD   -  EATON RAPIDS (2017)
 NF1515
 NF1515                         *CURRENT SURVEY CONTROL
 NF1515  ______________________________________________________________________
 NF1515* NAD 83(1994) POSITION- 42 31 45.89550(N) 084 42 29.60735(W)   ADJUSTED
 NF1515* NAVD 88 ORTHO HEIGHT -   285.9   (meters)      938.    (feet) VERTCON3
 NF1515  ______________________________________________________________________
 NF1515  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 NF1515  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 NF1515  HORZ ORDER      -  SECOND
 NF1515
 NF1515.The horizontal coordinates were established by classical geodetic methods
 NF1515.and adjusted by the National Geodetic Survey in February 1997.
 NF1515
 NF1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1515
 NF1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1515.GEOID18 height accuracy estimate available here.
 NF1515
 NF1515.Click photographs - Photos may exist for this station.
 NF1515
 NF1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1515
 NF1515. The following values were computed from the NAD 83(1994) position.
 NF1515
 NF1515;                    North         East     Units Scale Factor Converg.
 NF1515;SPC MI S     -   114,401.711 3,971,939.619   MT  0.99992603   -0 13 56.8
 NF1515;SPC MI S     -   375,333.70 13,031,297.96   iFT  0.99992603   -0 13 56.8
 NF1515;UTM  16      - 4,711,104.635   688,222.471   MT  1.00003590   +1 32 58.6
 NF1515
 NF1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1515!SPC MI S     -   0.99996050  x   0.99992603  =   0.99988653
 NF1515!UTM  16      -   0.99996050  x   1.00003590  =   0.99999640
 NF1515
 NF1515:                Primary Azimuth Mark                     Grid Az
 NF1515:SPC MI S     -  23008 AZ MK                              293 37 02.5
 NF1515:UTM  16      -  23008 AZ MK                              291 50 07.1
 NF1515
 NF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8822211104(NAD 83)
 NF1515
 NF1515|---------------------------------------------------------------------|
 NF1515| PID    Reference Object                     Distance      Geod. Az  |
 NF1515|                                                           dddmmss.s |
 NF1515| NF1516 23008 MIDOT RM 1                      9.709 METERS 12315     |
 NF1515| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.14.8 KM 1304546.3 |
 NF1515| CG9546 23008 AZ MK                                        2932305.7 |
 NF1515| CG9547 23008 RM 2                            8.167 METERS 30325     |
 NF1515|---------------------------------------------------------------------|
 NF1515
 NF1515                          SUPERSEDED SURVEY CONTROL
 NF1515
 NF1515  NAD 83(1986)-  42 31 45.89462(N)    084 42 29.62552(W) AD(       ) 2
 NF1515  NAD 27      -  42 31 45.76134(N)    084 42 29.68515(W) AD(       ) 2
 NF1515  NGVD 29 (07/19/86)  286.0    (m)          938.     (f) VERT ANG       
 NF1515
 NF1515.Superseded values are not recommended for survey control.
 NF1515
 NF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1515.See file dsdata.pdf to determine how the superseded data were derived.
 NF1515
 NF1515_MARKER: DD = SURVEY DISK
 NF1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1515_STAMPING: MDSH+T HCM 23008 1976
 NF1515_MARK LOGO: MIDT
 NF1515_PROJECTION: PROJECTING 8 CENTIMETERS
 NF1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1515+STABILITY: SURFACE MOTION
 NF1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1515+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2025
 NF1515
 NF1515  HISTORY     - Date     Condition        Report By
 NF1515  HISTORY     - 1976     MONUMENTED       MIDH
 NF1515  HISTORY     - 19961103 GOOD             USPSQD
 NF1515  HISTORY     - 20020913 GOOD             GEOCAC
 NF1515  HISTORY     - 20191008 GOOD             MI-023
 NF1515  HISTORY     - 20250514 GOOD             MIDT
 NF1515
 NF1515                          STATION DESCRIPTION
 NF1515
 NF1515'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1515'THE STATION IS 3-1/2 MILES NORTHWEST OF EATON RAPIDS ON M-50,
 NF1515'7 MILES EAST SOUTHEAST OF CHARLOTTE ON M-50 IN EATON COUNTY, EATON
 NF1515'RAPIDS TOWNSHIP, T2N, R3W, NW1/4 SECTION 30, ON STATE RIGHT OF
 NF1515'WAY.
 NF1515'
 NF1515'TO REACH THE STATION FROM THE WEST CITY LIMITS OF EATON RAPIDS, GO
 NF1515'WEST NORTHWEST ON M-50 2.15 MILES TO STATION ON THE RIGHT AS
 NF1515'DESCRIBED.
 NF1515'
 NF1515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST NORTHWEST ON
 NF1515'M-50 0.3 MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1515'
 NF1515'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 23008 1976,
 NF1515'MDST AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1515'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS
 NF1515'142 FEET SOUTHEAST OF 19 INCH HICKORY, 36.4 FEET NORTH OF CENTER
 NF1515'LINE M-50, 5.5 FEET SOUTHEAST OF WITNESS POST, AND 7.1 FEET
 NF1515'SOUTHEAST OF 5 INCH ELM.
 NF1515'
 NF1515'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1515'23008.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1515'BELOW THE GROUND SURFACE.
 NF1515'
 NF1515'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1515'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1515'IT IS 35.7 FEET NORTH OF CENTER LINE M-50, AND 33.2 FEET SOUTHEAST
 NF1515'OF 5 INCH ELM.
 NF1515'
 NF1515'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1515'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.
 NF1515'IT IS 114 FEET SOUTHEAST OF 19 INCH HICKORY, AND 34 FEET NORTH OF
 NF1515'CENTER LINE M-50.
 NF1515'
 NF1515'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1515'IT IS 42 FEET NORTH OF CENTER LINE M-50, 37 FEET EAST OF CENTER
 NF1515'LINE GRAVEL DRIVE, 18 FEET NORTH NORTHEAST OF MAILBOX, AND 2.5
 NF1515'FEET SOUTH OF WITNESS POST.
 NF1515'
 NF1515'NEAREST TOWN--EATON RAPIDS.
 NF1515'
 NF1515'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1515
 NF1515                          STATION RECOVERY (1996)
 NF1515
 NF1515'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1515'RECOVERED IN GOOD CONDITION.
 NF1515
 NF1515                          STATION RECOVERY (2002)
 NF1515
 NF1515'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1515'RECOVERED IN GOOD CONDITION.
 NF1515
 NF1515                          STATION RECOVERY (2019)
 NF1515
 NF1515'RECOVERY NOTE BY BRANCH COUNTY MICHIGAN 2019 (SS)
 NF1515'CAP IN CONCRETE 3 INCHES (8 CM) ABOVE GRADE WITNESSED BY WITNESS POST
 NF1515'NORTH-NORTHEAST 5 FT (1.5 M), LARGE ELM TREE N 8 FT (2.4 M),
 NF1515'CENTERLINE M50 SW 35 FEET.  LOCATION IS 3 MI (4.8 KM) WEST-NORTHWEST
 NF1515'OF EATON RAPIDS.
 NF1515
 NF1515                          STATION RECOVERY (2025)
 NF1515
 NF1515'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NF1515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1516 ***********************************************************************
 NF1516  DESIGNATION -  23008 MIDOT RM 1
 NF1516  PID         -  NF1516
 NF1516  STATE/COUNTY-  MI/EATON
 NF1516  COUNTRY     -  US
 NF1516  USGS QUAD   -  EATON RAPIDS (2017)
 NF1516
 NF1516                         *CURRENT SURVEY CONTROL
 NF1516  ______________________________________________________________________
 NF1516* NAD 83(1994) POSITION- 42 31 45.72299(N) 084 42 29.25157(W)   ADJUSTED
 NF1516* NAVD 88 ORTHO HEIGHT -   285.7   (meters)      937.    (feet) VERTCON3
 NF1516  ______________________________________________________________________
 NF1516  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 NF1516  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 NF1516  HORZ ORDER      -  SECOND
 NF1516
 NF1516.The horizontal coordinates were established by classical geodetic methods
 NF1516.and adjusted by the National Geodetic Survey in February 1997.
 NF1516
 NF1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1516
 NF1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1516.GEOID18 height accuracy estimate available here.
 NF1516
 NF1516.Click photographs - Photos may exist for this station.
 NF1516
 NF1516.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1516
 NF1516. The following values were computed from the NAD 83(1994) position.
 NF1516
 NF1516;                    North         East     Units Scale Factor Converg.
 NF1516;SPC MI S     -   114,396.356 3,971,947.717   MT  0.99992604   -0 13 56.5
 NF1516;SPC MI S     -   375,316.13 13,031,324.53   iFT  0.99992604   -0 13 56.5
 NF1516;UTM  16      - 4,711,099.533   688,230.732   MT  1.00003594   +1 32 58.9
 NF1516
 NF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1516!SPC MI S     -   0.99996053  x   0.99992604  =   0.99988657
 NF1516!UTM  16      -   0.99996053  x   1.00003594  =   0.99999647
 NF1516
 NF1516:                Primary Azimuth Mark                     Grid Az
 NF1516:SPC MI S     -  WILSON                                   096 35 41.0
 NF1516:UTM  16      -  WILSON                                   094 48 45.6
 NF1516
 NF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8823011099(NAD 83)
 NF1516
 NF1516|---------------------------------------------------------------------|
 NF1516| PID    Reference Object                     Distance      Geod. Az  |
 NF1516|                                                           dddmmss.s |
 NF1516| NF1514 WILSON                              APPROX. 2.4 KM 0962144.5 |
 NF1516| NF1515 23008                                 9.709 METERS 30315     |
 NF1516|---------------------------------------------------------------------|
 NF1516
 NF1516                          SUPERSEDED SURVEY CONTROL
 NF1516
 NF1516  NAD 83(1986)-  42 31 45.72211(N)    084 42 29.26975(W) AD(       ) 2
 NF1516  NAD 27      -  42 31 45.58883(N)    084 42 29.32939(W) AD(       ) 2
 NF1516  NGVD 29 (07/19/86)  285.8    (m)          938.     (f) VERT ANG       
 NF1516
 NF1516.Superseded values are not recommended for survey control.
 NF1516
 NF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1516.See file dsdata.pdf to determine how the superseded data were derived.
 NF1516
 NF1516_MARKER: DD = SURVEY DISK
 NF1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1516_STAMPING: MDSH+T HCM 23008 1976 RM 1
 NF1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1516+STABILITY: SURFACE MOTION
 NF1516
 NF1516  HISTORY     - Date     Condition        Report By
 NF1516  HISTORY     - 1976     MONUMENTED       MIDH
 NF1516
 NF1516                          STATION DESCRIPTION
 NF1516
 NF1516'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1516'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1516'HCM, 23008 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1516'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1516'IT IS 35.7 FEET NORTH OF CENTER LINE OF M-50 AND 33.2 FEET
 NF1516'SOUTHEAST OF 5 INCH ELM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1511 ***********************************************************************
 NF1511  DESIGNATION -  23009
 NF1511  PID         -  NF1511
 NF1511  STATE/COUNTY-  MI/EATON
 NF1511  COUNTRY     -  US
 NF1511  USGS QUAD   -  EATON RAPIDS (2017)
 NF1511
 NF1511                         *CURRENT SURVEY CONTROL
 NF1511  ______________________________________________________________________
 NF1511* NAD 83(1994) POSITION- 42 32 17.85236(N) 084 38 08.31655(W)   ADJUSTED
 NF1511* NAVD 88 ORTHO HEIGHT -   278.1   (meters)      912.    (feet) VERTCON3
 NF1511  ______________________________________________________________________
 NF1511  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 NF1511  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 NF1511  HORZ ORDER      -  SECOND
 NF1511
 NF1511.The horizontal coordinates were established by classical geodetic methods
 NF1511.and adjusted by the National Geodetic Survey in February 1997.
 NF1511
 NF1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1511
 NF1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1511.GEOID18 height accuracy estimate available here.
 NF1511
 NF1511.Click photographs - Photos may exist for this station.
 NF1511
 NF1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1511
 NF1511. The following values were computed from the NAD 83(1994) position.
 NF1511
 NF1511;                    North         East     Units Scale Factor Converg.
 NF1511;SPC MI S     -   115,366.092 3,977,905.560   MT  0.99992509   -0 10 59.0
 NF1511;SPC MI S     -   378,497.68 13,050,871.26   iFT  0.99992509   -0 10 59.0
 NF1511;UTM  16      - 4,712,254.219   694,156.273   MT  1.00006382   +1 35 56.4
 NF1511
 NF1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1511!SPC MI S     -   0.99996172  x   0.99992509  =   0.99988681
 NF1511!UTM  16      -   0.99996172  x   1.00006382  =   1.00002554
 NF1511
 NF1511:                Primary Azimuth Mark                     Grid Az
 NF1511:SPC MI S     -  23009 AZ MK                              273 03 27.4
 NF1511:UTM  16      -  23009 AZ MK                              271 16 32.0
 NF1511
 NF1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9415612254(NAD 83)
 NF1511
 NF1511|---------------------------------------------------------------------|
 NF1511| PID    Reference Object                     Distance      Geod. Az  |
 NF1511|                                                           dddmmss.s |
 NF1511| CG9549 23009 RM 1                            8.651 METERS 09117     |
 NF1511| NF1513 EATON RAPIDS HORNER MILLS STK       APPROX. 3.1 KM 2112751.9 |
 NF1511| CG9550 23009 RM 2                           10.815 METERS 26859     |
 NF1511| CG9548 23009 AZ MK                                        2725228.4 |
 NF1511| NF1510 23009 MIDOT A PT 1976                19.228 METERS 30025     |
 NF1511|---------------------------------------------------------------------|
 NF1511
 NF1511                          SUPERSEDED SURVEY CONTROL
 NF1511
 NF1511  NAD 83(1986)-  42 32 17.85151(N)    084 38 08.33480(W) AD(       ) 2
 NF1511  NAD 27      -  42 32 17.71808(N)    084 38 08.40283(W) AD(       ) 2
 NF1511  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 NF1511
 NF1511.Superseded values are not recommended for survey control.
 NF1511
 NF1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1511.See file dsdata.pdf to determine how the superseded data were derived.
 NF1511
 NF1511_MARKER: DD = SURVEY DISK
 NF1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1511_STAMPING: MDSH&T HCM 23009 1976
 NF1511_MARK LOGO: MIDT
 NF1511_PROJECTION: FLUSH
 NF1511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NF1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1511+STABILITY: SURFACE MOTION
 NF1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1511+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 NF1511
 NF1511  HISTORY     - Date     Condition        Report By
 NF1511  HISTORY     - 1976     MONUMENTED       MIDH
 NF1511  HISTORY     - 19961103 POOR             USPSQD
 NF1511  HISTORY     - 20020913 POOR             GEOCAC
 NF1511  HISTORY     - 20191008 GOOD             MI-023
 NF1511
 NF1511                          STATION DESCRIPTION
 NF1511
 NF1511'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1511'THE STATION IS ABOUT 2 MILES NORTH NORTHEAST OF EATON RAPIDS IN
 NF1511'EATON COUNTY, EATON RAPIDS TOWNSHIP, T2N, R3W, NW1/4 SECTION 26
 NF1511'ON COUNTY ROAD RIGHT OF WAY.
 NF1511'
 NF1511'TO REACH THE STATION FROM THE NORTH CITY LIMITS OF EATON RAPIDS AND
 NF1511'M-99, GO NORTH ON M-99 1.2 MILES TO PETRIEVILLE HIGHWAY, THEN TURN
 NF1511'LEFT AND GO WEST ON PETRIEVILLE HIGHWAY 0.1 MILES TO THE STATION
 NF1511'ON THE LEFT AS DESCRIBED.
 NF1511'
 NF1511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PETRIEVILLE
 NF1511'HIGHWAY 0.3 MILES TO SMITH ROAD, THEN TURN RIGHT AND GO NORTH 65
 NF1511'FEET TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1511'
 NF1511'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 23009 1976,
 NF1511'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1511'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 21 FEET SOUTH
 NF1511'OF CENTER LINE PETRIEVILLE HIGHWAY, 97 FEET WEST NORTHWEST OF
 NF1511'POWER POLE, 2 FEET NORTH NORTHWEST OF WITNESS POST, AND 28 FEET
 NF1511'EAST SOUTHEAST OF 5 INCH ELM.
 NF1511'
 NF1511'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1511'ROW, 23009.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1511'INCHES BELOW THE GROUND SURFACE.
 NF1511'
 NF1511'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND
 NF1511'T, REFERENCE MARK 1, HCM, 23009 1976.  SET IN THE TOP OF A 12 INCH
 NF1511'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1511'SURFACE.  IT IS 21 FEET SOUTH OF CENTER LINE PETRIEVILLE HIGHWAY,
 NF1511'AND 69 FEET WEST NORTHWEST OF POWER POLE.
 NF1511'
 NF1511'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1511'HCM, 23009 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1511'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1511'IS 21 FEET SOUTH OF CENTER LINE OF PETRIEVILLE HIGHWAT, AND 8.2
 NF1511'FEET SOUTHWEST OF 5 INCH ELM.
 NF1511'
 NF1511'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1511'T, HCM, 23009 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1511'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND
 NF1511'SURFACE.  IT IS 65 FEET NORTH OF CENTER LINE PETRIEVILLE HIGHWAY,
 NF1511'19 FEET WEST OF CENTER LINE SMITH ROAD, 26 FEET SOUTH OF
 NF1511'TELEPHONE PEDESTAL, AND 2 FEET NORTHEAST OF WITNESS POST.
 NF1511'
 NF1511'NEAREST TOWN--EATON RAPIDS.
 NF1511'
 NF1511'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 NF1511
 NF1511                          STATION RECOVERY (1996)
 NF1511
 NF1511'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1511'MARK RECOVERED IN POOR CONDITION.
 NF1511
 NF1511                          STATION RECOVERY (2002)
 NF1511
 NF1511'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1511'DIFFICULT TO READ.
 NF1511
 NF1511                          STATION RECOVERY (2019)
 NF1511
 NF1511'RECOVERY NOTE BY BRANCH COUNTY MICHIGAN 2019 (MRA)
 NF1511'CAP IN CONCRETE WITNESSED BY CENTERLINE OF PETRIEVILLE HIGHWAY N 18 FT
 NF1511'(5.5 M), 'STOP AHEAD' SIGN W 34 FT (10.4 M), EAST END OF A FENCE LINE
 NF1511'SE 53 FT (16.2 M), POWER POLE EAST-SOUTHEAST 95 FEET.  MONUMENT'S
 NF1511'WITNESS POST IS BROKEN OFF AND MISSING.  I SET A TENT STAKE WITH PINK
 NF1511'RIBBON ON THE NORTH SIDE OF THE CONCRETE SO MONUMENT CAN BE FOUND WITH
 NF1511'A MAGNETIC LOCATOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1545 ***********************************************************************
 NF1545  DESIGNATION -  23010
 NF1545  PID         -  NF1545
 NF1545  STATE/COUNTY-  MI/EATON
 NF1545  COUNTRY     -  US
 NF1545  USGS QUAD   -  NEEDMORE (2017)
 NF1545
 NF1545                         *CURRENT SURVEY CONTROL
 NF1545  ______________________________________________________________________
 NF1545* NAD 83(1994) POSITION- 42 38 25.82022(N) 084 48 09.23631(W)   ADJUSTED
 NF1545* NAVD 88 ORTHO HEIGHT -   283.2   (meters)      929.    (feet) VERTCON3
 NF1545  ______________________________________________________________________
 NF1545  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 NF1545  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 NF1545  HORZ ORDER      -  SECOND
 NF1545
 NF1545.The horizontal coordinates were established by classical geodetic methods
 NF1545.and adjusted by the National Geodetic Survey in February 1997.
 NF1545
 NF1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1545
 NF1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1545.GEOID18 height accuracy estimate available here.
 NF1545
 NF1545.Click photographs - Photos may exist for this station.
 NF1545
 NF1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1545
 NF1545. The following values were computed from the NAD 83(1994) position.
 NF1545
 NF1545;                    North         East     Units Scale Factor Converg.
 NF1545;SPC MI S     -   126,776.768 3,964,253.029   MT  0.99991594   -0 17 47.9
 NF1545;SPC MI S     -   415,934.28 13,006,079.49   iFT  0.99991594   -0 17 47.9
 NF1545;UTM  16      - 4,723,235.594   680,153.603   MT  0.99999931   +1 29 20.2
 NF1545
 NF1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1545!SPC MI S     -   0.99996091  x   0.99991594  =   0.99987686
 NF1545!UTM  16      -   0.99996091  x   0.99999931  =   0.99996022
 NF1545
 NF1545:                Primary Azimuth Mark                     Grid Az
 NF1545:SPC MI S     -  23010 AZIMUTH MARK                       032 29 09.8
 NF1545:UTM  16      -  23010 AZIMUTH MARK                       030 42 01.7
 NF1545
 NF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8015323235(NAD 83)
 NF1545
 NF1545|---------------------------------------------------------------------|
 NF1545| PID    Reference Object                     Distance      Geod. Az  |
 NF1545|                                                           dddmmss.s |
 NF1545| NF1560 23010 AZIMUTH MARK                  APPROX. 0.7 KM 0321121.9 |
 NF1545| CG9551 23010 RM 1                            8.792 METERS 08520     |
 NF1545| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 7.8 KM 0860903.9 |
 NF1545| NF1556 23042                               415.844 METERS 0921300.4 |
 NF1545| CH0559 23010 RM 2                           13.393 METERS 17659     |
 NF1545|---------------------------------------------------------------------|
 NF1545
 NF1545                          SUPERSEDED SURVEY CONTROL
 NF1545
 NF1545  NAD 83(1986)-  42 38 25.81865(N)    084 48 09.25402(W) AD(       ) 2
 NF1545  NAD 27      -  42 38 25.69094(N)    084 48 09.30107(W) AD(       ) 2
 NF1545  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 NF1545
 NF1545.Superseded values are not recommended for survey control.
 NF1545
 NF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1545.See file dsdata.pdf to determine how the superseded data were derived.
 NF1545
 NF1545_MARKER: DD = SURVEY DISK
 NF1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1545_STAMPING: MDSH+T HCM 23010 1976
 NF1545_PROJECTION: FLUSH
 NF1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1545+STABILITY: SURFACE MOTION
 NF1545
 NF1545  HISTORY     - Date     Condition        Report By
 NF1545  HISTORY     - 1976     MONUMENTED       MIDH
 NF1545  HISTORY     - 1978     GOOD             MIDH
 NF1545  HISTORY     - 19961103 GOOD             USPSQD
 NF1545
 NF1545                          STATION DESCRIPTION
 NF1545
 NF1545'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1545'THE STATION IS APPROXIMATELY 3-1/2 MILES WEST-NORTHWEST OF
 NF1545'POTTERVILLE AND 5-1/2 MILES NORTH-NORTHEAST OF CHARLOTTE (BOTH
 NF1545'STRAIGHT LINE MEASUREMENTS).  IT IS NEAR THE SOUTH LINE OF THE
 NF1545'SOUTHEAST QUARTER OF SECTION 17, T 3 N, R 4 W, BENTON TWP, EATON
 NF1545'CO.
 NF1545'
 NF1545'TO REACH THE STATION FROM THE INTERSECTION OF US-27 AND M-100, GO
 NF1545'NORTH ON M-100 1.1 MILES TO GRESHAM HWY..  THEN GO WEST ON GRESHAM
 NF1545'3.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1545'
 NF1545'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON GRESHAM HWY. 0.2
 NF1545'MILES TO OTTO RD..  THEN GO NORTH ON OTTO RD. 0.4 MILES TO THE
 NF1545'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1545'
 NF1545'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T, HCM
 NF1545'23010, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1545'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.6 FEET
 NF1545'NORTH OF THE CENTERLINE OF GRESHAM HWY, 48.4 FEET NORTH OF A 4 FOOT
 NF1545'WOVEN WIRE FENCE, AND 3.0 FEET SOUTH OF A STEEL WITNESS POST.
 NF1545'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1545'23010 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 NF1545'BELOW THE GROUND SURFACE.
 NF1545'
 NF1545'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1545'REFERENCE MARK 1, HCM, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 27.0 FEET NORTH OF THE CENTERLINE OF GRESHAM HWY., AND 49.6
 NF1545'FEET NORTH OF A WOVEN WIRE FENCE.
 NF1545'
 NF1545'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1545'HCM, 23010, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 6.0 FEET NORTH OF A 4 FOOT WOVEN WIRE FENCE, AND 18.3 FEET
 NF1545'SOUTH OF THE CENTERLINE OF GRESHAM HWY.
 NF1545'
 NF1545'THE AZIMUTH MARK IS A 3-1/2 ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1545'23010, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 44.8 FEET NORTHWEST OF THE SOUTH END OF A 12 INCH
 NF1545'CORRUGATED METAL PIPE, 61.0 WEST OF THE CENTERLINE OF OTTO RD.,
 NF1545'AND 3.5 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1545'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK,
 NF1545'ROW, 23010 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1545'42 INCHES BELOW THE GROUND SURFACE.
 NF1545'
 NF1545'NEAREST TOWN--POTTERVILLE.
 NF1545'
 NF1545'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 NF1545
 NF1545                          STATION RECOVERY (1978)
 NF1545
 NF1545'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1545'STATION IS LOCATED 3.3 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1545'AND 6.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1545'SECTION 17, T 3 N, R 4 W, BENTON TWP., EATON CO..
 NF1545'
 NF1545'TO REACH STATION FROM THE INTERSECTION OF M-100, A STATE HIGHWAY, AND
 NF1545'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1545'GRESHAM HWY. 3.05 MILES TO OTTO RD.  TURN RIGHT ON OTTO ROAD AND GO
 NF1545'NORTH 0.37 MILES TO STATION ON LEFT AS DESCRIBED.
 NF1545'
 NF1545'STATION IS A STANDARD ALUMINUM MIDOT AZIMUTH DISK STAMPED---23010
 NF1545'AZIMUTH - 1976---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1545'MONUMENT FLUSH WITH GROUND SURFACE.  MARK IS LOCATED 333.8 FEET
 NF1545'SOUTHWEST OF MIDH 23041 1978, 68.1 FEET EAST OF A 6 INCH ELM, 49.7
 NF1545'FEET WEST OF THE WEST EDGE OF METAL OF OTTO ROAD, 8.0 FEET NORTH OF
 NF1545'THE NORTH EDGE OF A CULTIVATED FIELD, AND 1.0 FEET SOUTHWEST OF METAL
 NF1545'WITNESS POST.  STATION IS IN A CLEARING OF BRUSH LINE TO THE WEST OF
 NF1545'OTTO ROAD.
 NF1545'
 NF1545'THERE IS NO REFERENCE MARK AS STATION WAS ORIGINALLY THE AZIMUTH MARK
 NF1545'OF MIDOT STATION 23010 - 1976.  NOW BECAUSE OF ITS LOCATION IT IS
 NF1545'BEING USED AS A REGULAR STATION.
 NF1545'
 NF1545'NO NEW AZIMUTH WAS SET BECAUSE MIDOT 23010 - 1976, MIDH 23041 - 1978,
 NF1545'AND MIDH 23042 - 1978 ARE VISIBLE FROM GROUND LEVEL.
 NF1545
 NF1545                          STATION RECOVERY (1996)
 NF1545
 NF1545'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1560 ***********************************************************************
 NF1560  DESIGNATION -  23010 AZIMUTH MARK
 NF1560  PID         -  NF1560
 NF1560  STATE/COUNTY-  MI/EATON
 NF1560  COUNTRY     -  US
 NF1560  USGS QUAD   -  NEEDMORE (2017)
 NF1560
 NF1560                         *CURRENT SURVEY CONTROL
 NF1560  ______________________________________________________________________
 NF1560* NAD 83(1994) POSITION- 42 38 45.17855(N) 084 47 52.72969(W)   ADJUSTED
 NF1560* NAVD 88 ORTHO HEIGHT -   281.4   (meters)      923.    (feet) VERTCON3
 NF1560  ______________________________________________________________________
 NF1560  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 NF1560  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 NF1560  HORZ ORDER      -  FIRST
 NF1560
 NF1560.The horizontal coordinates were established by classical geodetic methods
 NF1560.and adjusted by the National Geodetic Survey in February 1997.
 NF1560
 NF1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1560
 NF1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1560.GEOID18 height accuracy estimate available here.
 NF1560
 NF1560.Click photographs - Photos may exist for this station.
 NF1560
 NF1560.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1560
 NF1560. The following values were computed from the NAD 83(1994) position.
 NF1560
 NF1560;                    North         East     Units Scale Factor Converg.
 NF1560;SPC MI S     -   127,372.117 3,964,632.104   MT  0.99991554   -0 17 36.7
 NF1560;SPC MI S     -   417,887.52 13,007,323.18   iFT  0.99991554   -0 17 36.7
 NF1560;UTM  16      - 4,723,842.517   680,513.973   MT  1.00000091   +1 29 31.9
 NF1560
 NF1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1560!SPC MI S     -   0.99996120  x   0.99991554  =   0.99987674
 NF1560!UTM  16      -   0.99996120  x   1.00000091  =   0.99996211
 NF1560
 NF1560:                Primary Azimuth Mark                     Grid Az
 NF1560:SPC MI S     -  23010                                    212 29 09.7
 NF1560:UTM  16      -  23010                                    210 42 01.1
 NF1560
 NF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8051323842(NAD 83)
 NF1560
 NF1560|---------------------------------------------------------------------|
 NF1560| PID    Reference Object                     Distance      Geod. Az  |
 NF1560|                                                           dddmmss.s |
 NF1560| NF1557 23041                               101.754 METERS 01353     |
 NF1560| NF1556 23042                               APPROX. 0.6 KM 1761903.2 |
 NF1560| NF1545 23010                               APPROX. 0.7 KM 2121133.0 |
 NF1560|---------------------------------------------------------------------|
 NF1560
 NF1560                          SUPERSEDED SURVEY CONTROL
 NF1560
 NF1560  NAD 83(1986)-  42 38 45.17699(N)    084 47 52.74743(W) AD(       ) 1
 NF1560  NAD 27      -  42 38 45.04962(N)    084 47 52.79538(W) AD(       ) 1
 NF1560  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 NF1560
 NF1560.Superseded values are not recommended for survey control.
 NF1560
 NF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1560.See file dsdata.pdf to determine how the superseded data were derived.
 NF1560
 NF1560_MARKER: DD = SURVEY DISK
 NF1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1560_STAMPING: 23010 1976 AZI MARK
 NF1560_MARK LOGO: MIDH
 NF1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1560+STABILITY: SURFACE MOTION
 NF1560
 NF1560  HISTORY     - Date     Condition        Report By
 NF1560  HISTORY     - 1976     MONUMENTED       MIDH
 NF1560
 NF1560                          STATION DESCRIPTION
 NF1560
 NF1560'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1560'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF CHESTER,
 NF1560'6.0 MI (9.7 KM) NORTH-NORTHEAST OF CHARLOTTE AND 3.9 MI (6.3 KM)
 NF1560'SOUTHEAST OF NEEDMORE.
 NF1560'
 NF1560'IT IS A 3-1/2 ALUMINUM DISK STAMPED MDSH AND T HCM  23010 1976, SET IN
 NF1560'THE TOP OF A 12 INCH (30 CM) CYLINDRICAL  CONCRETE MONUMENT THAT
 NF1560'PROJECTS 2 INCHES (5 CM) ABOVE THE GROUND SURFACE.
 NF1560'
 NF1560'IT IS 44.8 FT (13.7 M) NORTHWEST OF THE SOUTH END OF A 12 INCH (30 CM)
 NF1560'CORRUGATED METAL PIPE, 61.0 WEST OF THE CENTERLINE OF OTTO RD., 'AND
 NF1560'3.5 FT (1.1 M) NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1560'UNDERGROUND MARK IS A 2 INCH (5 CM) BRASS DISK STAMPED HCM FA AZI MARK
 NF1560'ROW 23010 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT  42
 NF1560'INCHES (107 CM) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1595 ***********************************************************************
 NF1595  DESIGNATION -  23011
 NF1595  PID         -  NF1595
 NF1595  STATE/COUNTY-  MI/EATON
 NF1595  COUNTRY     -  US
 NF1595  USGS QUAD   -  PORTLAND SOUTH (2017)
 NF1595
 NF1595                         *CURRENT SURVEY CONTROL
 NF1595  ______________________________________________________________________
 NF1595* NAD 83(1994) POSITION- 42 45 20.88413(N) 084 56 14.93280(W)   ADJUSTED
 NF1595* NAVD 88 ORTHO HEIGHT -   262.6   (meters)      862.    (feet) VERTCON3
 NF1595  ______________________________________________________________________
 NF1595  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 NF1595  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 NF1595  HORZ ORDER      -  SECOND
 NF1595
 NF1595.The horizontal coordinates were established by classical geodetic methods
 NF1595.and adjusted by the National Geodetic Survey in February 1997.
 NF1595
 NF1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1595
 NF1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1595.GEOID18 height accuracy estimate available here.
 NF1595
 NF1595.Click photographs - Photos may exist for this station.
 NF1595
 NF1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1595
 NF1595. The following values were computed from the NAD 83(1994) position.
 NF1595
 NF1595;                    North         East     Units Scale Factor Converg.
 NF1595;SPC MI S     -   139,649.317 3,953,275.911   MT  0.99990941   -0 23 18.4
 NF1595;SPC MI S     -   458,167.05 12,970,065.32   iFT  0.99990941   -0 23 18.4
 NF1595;UTM  16      - 4,735,760.291   668,779.630   MT  0.99995047   +1 24 01.9
 NF1595
 NF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1595!SPC MI S     -   0.99996414  x   0.99990941  =   0.99987355
 NF1595!UTM  16      -   0.99996414  x   0.99995047  =   0.99991461
 NF1595
 NF1595:                Primary Azimuth Mark                     Grid Az
 NF1595:SPC MI S     -  23011 AZ MK                              268 51 37.0
 NF1595:UTM  16      -  23011 AZ MK                              267 04 16.7
 NF1595
 NF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6877935760(NAD 83)
 NF1595
 NF1595|---------------------------------------------------------------------|
 NF1595| PID    Reference Object                     Distance      Geod. Az  |
 NF1595|                                                           dddmmss.s |
 NF1595| CH0561 23011 RM 1                            9.819 METERS 09038     |
 NF1595| CH0560 23011 AZ MK                                        2682818.6 |
 NF1595| CH0562 23011 RM 2                           11.050 METERS 26936     |
 NF1595| NF1594 23011 MIDOT A PT 1976                 4.519 METERS 29346     |
 NF1595|---------------------------------------------------------------------|
 NF1595
 NF1595                          SUPERSEDED SURVEY CONTROL
 NF1595
 NF1595  NAD 83(1986)-  42 45 20.88190(N)    084 56 14.94977(W) AD(       ) 2
 NF1595  NAD 27      -  42 45 20.75658(N)    084 56 14.97365(W) AD(       ) 2
 NF1595  NGVD 29 (07/19/86)  262.7    (m)          862.     (f) VERT ANG       
 NF1595
 NF1595.Superseded values are not recommended for survey control.
 NF1595
 NF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1595.See file dsdata.pdf to determine how the superseded data were derived.
 NF1595
 NF1595_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1595_STAMPING: MDSH+T HCM 23011 1976
 NF1595_PROJECTION: FLUSH
 NF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1595+STABILITY: SURFACE MOTION
 NF1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1595+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 NF1595
 NF1595  HISTORY     - Date     Condition        Report By
 NF1595  HISTORY     - 1976     MONUMENTED       MIDH
 NF1595  HISTORY     - 20250714 GOOD             MIDT
 NF1595
 NF1595                          STATION DESCRIPTION
 NF1595
 NF1595'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1595'THE STATION IS ABOUT 9 MILES WEST OF THE WEST CITY LIMITS OF GRAND
 NF1595'LEDGE, 3 MILES EAST OF SUNFIELD ON M-43 IN EATON COUNTY, TOXAND
 NF1595'TOWNSHIP, T4N, R5W, SE1/4 SECTION 6 ON STATE RIGHT OF WAY.
 NF1595'
 NF1595'TO REACH THE STATION FROM THE WEST CITY LIMITS OF MULLIKEN, GO WEST
 NF1595'ON M-43 1.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1595'
 NF1595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON M-43 0.65
 NF1595'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1595'
 NF1595'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1595'CONTROL MARK, 23011, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1595'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1595'IT IS 60 FEET NORTH OF CENTER LINE M-43, 8 FEET SOUTH OF WOVEN WIRE
 NF1595'FENCE, AND 5.4 FEET SOUTHEAST OF WITNESS POST.
 NF1595'
 NF1595'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1595'23011.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1595'BELOW GROUND SURFACE.
 NF1595'
 NF1595'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 60 FEET
 NF1595'NORTH OF CENTER LINE M-43, AND 8 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1595'
 NF1595'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 60 FEET
 NF1595'NORTH OF CENTER LINE M-43, AND 8 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1595'
 NF1595'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1595'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK,
 NF1595'ROW, 23011.  SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1595'CONCRETE 48 INCHES BELOW GROUND SURFACE.  THE AZIMUTH MARK IS
 NF1595'33.5 FEET SOUTH OF CENTER LINE M-43, 25 FEET EAST OF CENTER LINE
 NF1595'GRAVEL DRIVE, 42.5 SOUTHEAST OF MAILBOX, AND 3 FEET NORTH OF
 NF1595'WITNESS POST.
 NF1595'
 NF1595'NEAREST TOWN--MULLIKEN.
 NF1595'
 NF1595'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 NF1595
 NF1595                          STATION RECOVERY (2025)
 NF1595
 NF1595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NF1595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1394 ***********************************************************************
 NF1394  DESIGNATION -  23012
 NF1394  PID         -  NF1394
 NF1394  STATE/COUNTY-  MI/EATON
 NF1394  COUNTRY     -  US
 NF1394  USGS QUAD   -  ONONDAGA (2017)
 NF1394
 NF1394                         *CURRENT SURVEY CONTROL
 NF1394  ______________________________________________________________________
 NF1394* NAD 83(1994) POSITION- 42 25 28.14115(N) 084 36 36.71350(W)   ADJUSTED
 NF1394* NAVD 88 ORTHO HEIGHT -   289.0   (meters)      948.    (feet) VERTCON3
 NF1394  ______________________________________________________________________
 NF1394  GEOID HEIGHT    -        -34.069 (meters)                     GEOID18
 NF1394  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 NF1394  HORZ ORDER      -  SECOND
 NF1394
 NF1394.The horizontal coordinates were established by classical geodetic methods
 NF1394.and adjusted by the National Geodetic Survey in February 1997.
 NF1394
 NF1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1394
 NF1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1394.GEOID18 height accuracy estimate available here.
 NF1394
 NF1394.Click photographs - Photos may exist for this station.
 NF1394
 NF1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1394
 NF1394. The following values were computed from the NAD 83(1994) position.
 NF1394
 NF1394;                    North         East     Units Scale Factor Converg.
 NF1394;SPC MI S     -   102,718.479 3,979,959.129   MT  0.99993898   -0 09 56.6
 NF1394;SPC MI S     -   337,002.88 13,057,608.69   iFT  0.99993898   -0 09 56.6
 NF1394;UTM  16      - 4,699,674.772   696,602.103   MT  1.00007559   +1 36 45.8
 NF1394
 NF1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1394!SPC MI S     -   0.99996002  x   0.99993898  =   0.99989900
 NF1394!UTM  16      -   0.99996002  x   1.00007559  =   1.00003561
 NF1394
 NF1394:                Primary Azimuth Mark                     Grid Az
 NF1394:SPC MI S     -  23012 AZ MK                              181 02 58.8
 NF1394:UTM  16      -  23012 AZ MK                              179 16 16.4
 NF1394
 NF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9660299674(NAD 83)
 NF1394
 NF1394|---------------------------------------------------------------------|
 NF1394| PID    Reference Object                     Distance      Geod. Az  |
 NF1394|                                                           dddmmss.s |
 NF1394| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX. 3.7 KM 0570049.5 |
 NF1394| CH0564 23012 RM 1                            7.445 METERS 17840     |
 NF1394| CH0563 23012 AZ MK                                        1805302.2 |
 NF1394| NF1393 23012 MIDOT A PT 1976                14.427 METERS 23050     |
 NF1394| CH0565 23012 RM 2                           11.292 METERS 26836     |
 NF1394|---------------------------------------------------------------------|
 NF1394
 NF1394                          SUPERSEDED SURVEY CONTROL
 NF1394
 NF1394  NAD 83(1986)-  42 25 28.14092(N)    084 36 36.73278(W) AD(       ) 2
 NF1394  NAD 27      -  42 25 28.00348(N)    084 36 36.80866(W) AD(       ) 2
 NF1394  NGVD 29 (07/19/86)  289.1    (m)          948.     (f) VERT ANG       
 NF1394
 NF1394.Superseded values are not recommended for survey control.
 NF1394
 NF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1394.See file dsdata.pdf to determine how the superseded data were derived.
 NF1394
 NF1394_MARKER: DD = SURVEY DISK
 NF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1394_STAMPING: MDSH+T HCM 23012 1976
 NF1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1394+STABILITY: SURFACE MOTION
 NF1394
 NF1394  HISTORY     - Date     Condition        Report By
 NF1394  HISTORY     - 1976     MONUMENTED       MIDH
 NF1394
 NF1394                          STATION DESCRIPTION
 NF1394
 NF1394'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1394'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTHEAST OF SPRINGPORT AND
 NF1394'6-1/2 MILES SOUTH-SOUTHEAST OF EATON RAPIDS.  IT IS NEAR THE CENTER
 NF1394'OF THE SOUTH HALF OF SECTION 36, T 1 N, R 3 W, THIS BEING HAMLIN
 NF1394'TWP. OF EATON CO.
 NF1394'
 NF1394'TO REACH THE STATION FROM THE INTERSECTION OF M-50 AND M-99 (SOUTH
 NF1394'OF EATON RAPIDS) GO EAST ON M-50 2.3 MILES TO FULLER RD..  THEN GO
 NF1394'NORTH ON FULLER RD. 0.6 MILES TO THE STATION ON THE RIGHT AS
 NF1394'DESCRIBED.
 NF1394'
 NF1394'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.6 MILES SOUTH ALONG
 NF1394'FULLER RD TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST QUADRANT
 NF1394'OF FULLER RD. AND M-50 AS DESCRIBED.
 NF1394'
 NF1394'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1394'HORIZONTAL CONTROL MARK, 23012, 1976 SET IN THE TOP OF A 12 INCH
 NF1394'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 NF1394'THE GROUND SURFACE.  IT IS 16.0 FEET EAST OF THE CENTERLINE OF
 NF1394'FULLER RD., 46.5 FEET SOUTH-SOUTHWEST OF A 26 INCH OAK TREE,
 NF1394'70.0 FEET NORTH OF A 22 INCH OAK TREE, AND 4.0 FEET
 NF1394'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A
 NF1394'2 INCH BRASS DISK STAMPED HCM, FA, ROW, 23012 SET IN THE TOP OF
 NF1394'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1394'SURFACE.
 NF1394'
 NF1394'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1394'HCM, 23012, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1394'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1394'IT IS 16.0 FEET EAST OF THE CENTERLINE OF FULLER RD., 45.0 FEET
 NF1394'NORTH OF A 22 INCH OAK TREE, 39.4 FEET EAST OF A 1 STRAND BARBED
 NF1394'WIRE FENCE.
 NF1394'
 NF1394'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1394'HCM, 23012, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1394'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1394'IT IS 22.0 FEET WEST OF THE CENTERLINE OF FULLER RD., 64.0 FEET
 NF1394'SOUTHWEST OF A 26 INCH OAK TREE, AND 2.0 FEET EAST OF A 1 STRAND
 NF1394'BARBED WIRE FENCE.
 NF1394'
 NF1394'THE AZIMUTH MARK IS A 3-1/2 ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1394'23012, 1976, AZI MARK SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1394'THAT PROJECTS 2 INCHES.  IT IS 51.5 FEET NORTH OF THE CENTERLINE OF
 NF1394'M-50, 23.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 31.0 FEET
 NF1394'WEST OF THE CENTERLINE OF FULLER RD., AND 4.0 FEET NORTHEAST OF A
 NF1394'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1394'STAMPED HCM, FA, AZI MARK, ROW 23012 SET IN THE TOP OF AN
 NF1394'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1394'SURFACE.
 NF1394'
 NF1394'NEAREST TOWN--SPRINGPORT.
 NF1394'
 NF1394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1520 ***********************************************************************
 NF1520  DESIGNATION -  23013
 NF1520  PID         -  NF1520
 NF1520  STATE/COUNTY-  MI/EATON
 NF1520  COUNTRY     -  US
 NF1520  USGS QUAD   -  EATON RAPIDS (2017)
 NF1520
 NF1520                         *CURRENT SURVEY CONTROL
 NF1520  ______________________________________________________________________
 NF1520* NAD 83(1994) POSITION- 42 37 23.99545(N) 084 44 20.84633(W)   ADJUSTED
 NF1520* NAVD 88 ORTHO HEIGHT -   277.0   (meters)      909.    (feet) VERTCON3
 NF1520  ______________________________________________________________________
 NF1520  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 NF1520  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 NF1520  HORZ ORDER      -  SECOND
 NF1520
 NF1520.The horizontal coordinates were established by classical geodetic methods
 NF1520.and adjusted by the National Geodetic Survey in February 1997.
 NF1520
 NF1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1520
 NF1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1520.GEOID18 height accuracy estimate available here.
 NF1520
 NF1520.Click photographs - Photos may exist for this station.
 NF1520
 NF1520.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1520
 NF1520. The following values were computed from the NAD 83(1994) position.
 NF1520
 NF1520;                    North         East     Units Scale Factor Converg.
 NF1520;SPC MI S     -   124,844.237 3,969,447.243   MT  0.99991725   -0 15 12.5
 NF1520;SPC MI S     -   409,593.95 13,023,120.88   iFT  0.99991725   -0 15 12.5
 NF1520;UTM  16      - 4,721,465.651   685,405.998   MT  1.00002294   +1 31 53.2
 NF1520
 NF1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1520!SPC MI S     -   0.99996189  x   0.99991725  =   0.99987914
 NF1520!UTM  16      -   0.99996189  x   1.00002294  =   0.99998482
 NF1520
 NF1520:                Primary Azimuth Mark                     Grid Az
 NF1520:SPC MI S     -  23013 AZ MK                              230 53 09.9
 NF1520:UTM  16      -  23013 AZ MK                              229 06 04.2
 NF1520
 NF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8540521465(NAD 83)
 NF1520
 NF1520|---------------------------------------------------------------------|
 NF1520| PID    Reference Object                     Distance      Geod. Az  |
 NF1520|                                                           dddmmss.s |
 NF1520| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 3.6 KM 0470011.0 |
 NF1520| NF1519 23013 MIDOT A PT 1976                 5.126 METERS 09654     |
 NF1520| CH0567 23013 RM 1                            5.165 METERS 11802     |
 NF1520| CH0568 23013 RM 2                           16.513 METERS 20751     |
 NF1520| CH0566 23013 AZ MK                                        2303757.4 |
 NF1520|---------------------------------------------------------------------|
 NF1520
 NF1520                          SUPERSEDED SURVEY CONTROL
 NF1520
 NF1520  NAD 83(1986)-  42 37 23.99398(N)    084 44 20.86424(W) AD(       ) 2
 NF1520  NAD 27      -  42 37 23.86496(N)    084 44 20.91967(W) AD(       ) 2
 NF1520  NGVD 29 (07/19/86)  277.1    (m)          909.     (f) VERT ANG       
 NF1520
 NF1520.Superseded values are not recommended for survey control.
 NF1520
 NF1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1520.See file dsdata.pdf to determine how the superseded data were derived.
 NF1520
 NF1520_MARKER: DD = SURVEY DISK
 NF1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1520_STAMPING: MDSH+T HCM 23013 1976
 NF1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1520+STABILITY: SURFACE MOTION
 NF1520
 NF1520  HISTORY     - Date     Condition        Report By
 NF1520  HISTORY     - 1976     MONUMENTED       MIDH
 NF1520
 NF1520                          STATION DESCRIPTION
 NF1520
 NF1520'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1520'THE STATION IS NEAR THE SOUTH EDGE OF POTTERVILLE.  IT IS NEAR THE
 NF1520'EAST LINE OF THE NORTHEAST QUARTER OF SECTION 26, T 3 N, R 4 W,
 NF1520'BEING BENTON TWP., EATON CO.
 NF1520'
 NF1520'TO REACH THE STATION FROM THE INTERSECTION OF M-100 (HARTEL RD.) AND
 NF1520'US-27, GO TO THE SOUTHWEST QUADRANT OF SAID INTERSECTION AND FIND
 NF1520'STATION AS DESCRIBED.
 NF1520'
 NF1520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON US-27,
 NF1520'0.3 MILES TO THE AZIMUTH MARK OF THE LEFT AS DESCRIBED.
 NF1520'
 NF1520'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1520'23013, 1976 THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1520'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1520'47.9 FEET SOUTH OF THE CENTERLINE OF NORTHBOUND US-27, 28.0 FEET
 NF1520'NORTH-NORTHWEST OF A TELEPHONE POLE, 6.5 FEET SOUTHWEST OF A GUY
 NF1520'POLE, AND 3.0 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE
 NF1520'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1520'23013 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1520'INCHES BELOW THE GROUND SURFACE.
 NF1520'
 NF1520'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NF1520'SURFACE.  IT IS 14.1 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 NF1520'11.2 FEET SOUTHEAST OF A GUY POLE, AND 27.0 FEET WEST OF THE
 NF1520'CENTERLINE OF M-100.
 NF1520'
 NF1520'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NF1520'SURFACE.  IT IS 51.0 FEET NORTHEAST OF A TELEPHONE POLE, 60.0 FEET
 NF1520'NORTH OF A WOVEN WIRE FENCE, AND 38.8 FEET WEST OF THE CENTER OF
 NF1520'A CATCH BASIN COVER.
 NF1520'
 NF1520'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1520'IT IS 33.6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 23.2 FEET
 NF1520'NORTH-NORTHWEST OF A CORNER FENCE POST, 31.5 FEET EAST OF THE
 NF1520'CENTERLINE OF A GRAVEL DRIVE, AND 4.0 FEET WEST OF A STEEL
 NF1520'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1520'STAMPED HCM, FA, AZI MARK, ROW, 23013 SET IN THE TOP OF AN
 NF1520'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1520'SURFACE.
 NF1520'
 NF1520'NEAREST TOWN--POTTERVILLE.
 NF1520'
 NF1520'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1397 ***********************************************************************
 NF1397  DESIGNATION -  23014
 NF1397  PID         -  NF1397
 NF1397  STATE/COUNTY-  MI/EATON
 NF1397  COUNTRY     -  US
 NF1397  USGS QUAD   -  SPRINGPORT (2017)
 NF1397
 NF1397                         *CURRENT SURVEY CONTROL
 NF1397  ______________________________________________________________________
 NF1397* NAD 83(1994) POSITION- 42 28 15.05485(N) 084 39 35.44857(W)   ADJUSTED
 NF1397* NAVD 88 ORTHO HEIGHT -   286.8   (meters)      941.    (feet) VERTCON3
 NF1397  ______________________________________________________________________
 NF1397  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 NF1397  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 NF1397  HORZ ORDER      -  SECOND
 NF1397
 NF1397.The horizontal coordinates were established by classical geodetic methods
 NF1397.and adjusted by the National Geodetic Survey in February 1997.
 NF1397
 NF1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1397
 NF1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1397.GEOID18 height accuracy estimate available here.
 NF1397
 NF1397.Click photographs - Photos may exist for this station.
 NF1397
 NF1397.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1397
 NF1397. The following values were computed from the NAD 83(1994) position.
 NF1397
 NF1397;                    North         East     Units Scale Factor Converg.
 NF1397;SPC MI S     -   107,881.447 3,975,891.357   MT  0.99993285   -0 11 58.3
 NF1397;SPC MI S     -   353,941.76 13,044,262.98   iFT  0.99993285   -0 11 58.3
 NF1397;UTM  16      - 4,704,709.601   692,375.438   MT  1.00005535   +1 34 50.1
 NF1397
 NF1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1397!SPC MI S     -   0.99996036  x   0.99993285  =   0.99989321
 NF1397!UTM  16      -   0.99996036  x   1.00005535  =   1.00001571
 NF1397
 NF1397:                Primary Azimuth Mark                     Grid Az
 NF1397:SPC MI S     -  23014 AZ MK                              343 48 01.9
 NF1397:UTM  16      -  23014 AZ MK                              342 01 13.5
 NF1397
 NF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9237504709(NAD 83)
 NF1397
 NF1397|---------------------------------------------------------------------|
 NF1397| PID    Reference Object                     Distance      Geod. Az  |
 NF1397|                                                           dddmmss.s |
 NF1397| CH0570 23014 RM 1                            9.188 METERS 05004     |
 NF1397| CH0571 23014 RM 2                           10.878 METERS 13841     |
 NF1397| CH0569 23014 AZ MK                                        3433603.6 |
 NF1397|---------------------------------------------------------------------|
 NF1397
 NF1397                          SUPERSEDED SURVEY CONTROL
 NF1397
 NF1397  NAD 83(1986)-  42 28 15.05405(N)    084 39 35.46675(W) AD(       ) 2
 NF1397  NAD 27      -  42 28 14.91870(N)    084 39 35.53283(W) AD(       ) 2
 NF1397  NGVD 29 (07/19/86)  286.9    (m)          941.     (f) VERT ANG       
 NF1397
 NF1397.Superseded values are not recommended for survey control.
 NF1397
 NF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1397.See file dsdata.pdf to determine how the superseded data were derived.
 NF1397
 NF1397_MARKER: DD = SURVEY DISK
 NF1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1397_STAMPING: MDSH+T HCM 23014 1976
 NF1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1397+STABILITY: SURFACE MOTION
 NF1397
 NF1397  HISTORY     - Date     Condition        Report By
 NF1397  HISTORY     - 1976     MONUMENTED       MIDH
 NF1397
 NF1397                          STATION DESCRIPTION
 NF1397
 NF1397'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1397'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF EATON RAPIDS ALONG
 NF1397'M-99.  IT IS SOUTH AND WEST OF THE NORTHEAST CORNER OF THE SOUTHEAST
 NF1397'QUARTER OF SECTION 16, T 1 N, R 3 W, THIS BEING HAMLIN TWP. OF
 NF1397'EATON CO.
 NF1397'
 NF1397'TO REACH THE STATION FROM THE POST OFFICE IN EATON RAPIDS, GO SOUTH
 NF1397'ON M-99 2.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1397'
 NF1397'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON M-99 0.4
 NF1397'MILES TO BRADFORD HWY.  THEN GO WEST ON BRADFORD HWY. 0.1 MILE TO
 NF1397'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1397'
 NF1397'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1397'CONTROL MARK, 23014, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1397'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE
 NF1397'GROUND SURFACE.  IT IS 5.0 FEET SOUTHWEST OF A WOODEN CORNER FENCE
 NF1397'POST, 4.8 FEET EAST-NORTHEAST OF A WHITE BIRCH TREE, 54.4 FEET
 NF1397'WEST OF THE CENTERLINE OF M-99, AND 11.5 FEET NORTH OF THE
 NF1397'CENTERLINE OF A GRAVEL DRIVE.  THE UNDERGROUND MARK IS A 2 INCH
 NF1397'BRASS DISK STAMPED HCM, FA, ROW, 23014 SET IN THE TOP OF AN
 NF1397'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1397'
 NF1397'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'31.3 FEET WEST OF THE CENTERLINE OF M-99, 24.0 FEET NORTHEAST OF A
 NF1397'CORNER FENCE POST, AND 46.5 FEET SOUTH-SOUTHEAST OF A 20 INCH
 NF1397'MAPLE TREE.
 NF1397'
 NF1397'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'31.0 FEET WEST OF THE CENTERLINE OF M-99, 53.2 FEET WEST-SOUTHWEST
 NF1397'OF A MAILBOX, AND 69.1 FEET NORTHEAST OF A 20 INCH PINE TREE.
 NF1397'
 NF1397'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, AZI MARK, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'30.0 FEET SOUTH OF THE CENTERLINE OF BRADFORD HWY., 15.0 FEET
 NF1397'WEST-SOUTHWEST OF A 43 INCH MAPLE TREE, 5.5 FEET SOUTH OF A
 NF1397'STEEL WITNESS POST, AND 61.0 FEET EAST-SOUTHEAST OF A MAILBOX.
 NF1397'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1397'AZI MARK, ROW, 23014 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1397'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1397'
 NF1397'NEAREST TOWN--EATON RAPIDS.
 NF1397'
 NF1397'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1533 ***********************************************************************
 NF1533  DESIGNATION -  23015
 NF1533  PID         -  NF1533
 NF1533  STATE/COUNTY-  MI/EATON
 NF1533  COUNTRY     -  US
 NF1533  USGS QUAD   -  DIMONDALE (2017)
 NF1533
 NF1533                         *CURRENT SURVEY CONTROL
 NF1533  ______________________________________________________________________
 NF1533* NAD 83(1994) POSITION- 42 42 58.38142(N) 084 40 06.62079(W)   ADJUSTED
 NF1533* NAVD 88 ORTHO HEIGHT -   272.1   (meters)      893.    (feet) VERTCON3
 NF1533  ______________________________________________________________________
 NF1533  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 NF1533  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 NF1533  HORZ ORDER      -  SECOND
 NF1533
 NF1533.The horizontal coordinates were established by classical geodetic methods
 NF1533.and adjusted by the National Geodetic Survey in February 1997.
 NF1533
 NF1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1533
 NF1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1533.GEOID18 height accuracy estimate available here.
 NF1533
 NF1533.Click photographs - Photos may exist for this station.
 NF1533
 NF1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1533
 NF1533. The following values were computed from the NAD 83(1994) position.
 NF1533
 NF1533;                    North         East     Units Scale Factor Converg.
 NF1533;SPC MI S     -   135,138.337 3,975,277.031   MT  0.99991120   -0 12 19.5
 NF1533;SPC MI S     -   443,367.25 13,042,247.48   iFT  0.99991120   -0 12 19.5
 NF1533;UTM  16      - 4,731,937.736   690,912.757   MT  1.00004843   +1 34 55.5
 NF1533
 NF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1533!SPC MI S     -   0.99996263  x   0.99991120  =   0.99987383
 NF1533!UTM  16      -   0.99996263  x   1.00004843  =   1.00001106
 NF1533
 NF1533:                Primary Azimuth Mark                     Grid Az
 NF1533:SPC MI S     -  23016                                    235 57 16.0
 NF1533:UTM  16      -  23016                                    234 10 01.0
 NF1533
 NF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9091231937(NAD 83)
 NF1533
 NF1533|---------------------------------------------------------------------|
 NF1533| PID    Reference Object                     Distance      Geod. Az  |
 NF1533|                                                           dddmmss.s |
 NF1533| CH0572 23015 RM 1                           21.229 METERS 05657     |
 NF1533| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.0 KM 1102604.2 |
 NF1533| NF1540 MILLETT RALSTON PURINA TANK         APPROX. 3.7 KM 1211503.2 |
 NF1533| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 8.5 KM 2015932.7 |
 NF1533| NF1530 23016                               APPROX. 1.3 KM 2354456.5 |
 NF1533| CH0573 23015 RM 2                           17.877 METERS 32702     |
 NF1533|---------------------------------------------------------------------|
 NF1533
 NF1533                          SUPERSEDED SURVEY CONTROL
 NF1533
 NF1533  NAD 83(1986)-  42 42 58.38006(N)    084 40 06.63888(W) AD(       ) 2
 NF1533  NAD 27      -  42 42 58.25386(N)    084 40 06.70027(W) AD(       ) 2
 NF1533  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 NF1533
 NF1533.Superseded values are not recommended for survey control.
 NF1533
 NF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1533.See file dsdata.pdf to determine how the superseded data were derived.
 NF1533
 NF1533_MARKER: DD = SURVEY DISK
 NF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1533_STAMPING: MDSH+T HCM 23015 1976
 NF1533_PROJECTION: FLUSH
 NF1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1533+STABILITY: SURFACE MOTION
 NF1533
 NF1533  HISTORY     - Date     Condition        Report By
 NF1533  HISTORY     - 1976     MONUMENTED       MIDH
 NF1533
 NF1533                          STATION DESCRIPTION
 NF1533
 NF1533'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1533'THE STATION IS ABOUT 4 MILES WEST OF THE WEST CITY LIMITS OF
 NF1533'LANSING, ABOUT 5 MILES S NORTH OF THE CENTER OF THE VILLAGE OF
 NF1533'DIMONDALE AND ABOUT 5 MILES SOUTHEAST OF GRAND LEDGE.  IT IS IN THE
 NF1533'SOUTHEAST 1/4 OF SECTION 21 OF DELTA TWP.  (T4N, R3W).  IT IS IN
 NF1533'THE I-96 AND I-496 INTERCHANGE ON THE SOUTH SIDE OF THE RAMP FROM
 NF1533'SOUTHBOUND I-96 TO EAST BOUND I-496.
 NF1533'
 NF1533'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1533'AND I-96, GO SOUTHEAST ON I-96 0.8 MILE TO EASTBOUND I-496 RAMP.
 NF1533'THEN GO EASTERLY ON I-496 1.1 MILES TO THE STATION ON THE RIGHT.
 NF1533'
 NF1533'THE STATION MARK IS A 3-1/4 INCH BRASS DISC STAMPED HORIZONTAL
 NF1533'CONTROL MARK-23015-THE DIRECTOR-MDSH AND T-1976.  THE SURFACE DISC
 NF1533'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1533'WITH THE GROUND SURFACE.  IT IS 45.2 FEET EASTSOUTHEAST OF THE
 NF1533'EAST END OF THE SOUTH BRIDGE RAIL, 3.5 FEET SOUTH OF THE GUARD
 NF1533'RAIL, 25.3 FEET SOUTH OF THE CENTER OF THE RAMP TO I496 AND 5.0
 NF1533'FEET WEST SOUTH WEST OF THE WITNESS POST.  THE UNDERGROUND MARK, A
 NF1533'2 INCH BRASS DISC STAMPED HCM-FA-ROW-23015 IS IN THE TOP OF A MASS
 NF1533'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1533'
 NF1533'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1533'MDSH AND T-HCM-230 15-1976-R. M. 1, IS SET IN THE TOP OF A 12 INCH
 NF1533'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1533'GROUND SURFACE.  IT IS 4.8 FEET NORTH OF THE GUARD RAIL, 24.8 FEET
 NF1533'NORTH OF THE CENTER OF THE I-496 RAMP, AND 82.4 FEET EAST NORTH
 NF1533'EAST OF THE EAST END OF THE GUTTER PAN ON THE NORTH SIDE OF THE
 NF1533'RAMP.
 NF1533'
 NF1533'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED STATE OF
 NF1533'MICHIGAN-HCM-23015-1976-RM 2, IS SET FLUSH IN THE CONCRETE GUTTER
 NF1533'PAN ON THE NORTH SIDE OF THE RAMP.  IT IS 9.2 FEET WEST OF THE EAST
 NF1533'END OF THE GUTTER PAN, 2.6 FEET SOUTH OF THE GUARD RAIL, AND 14.8
 NF1533'FEET NORTH OF THE CENTER OF THE RAMP TO I-496.
 NF1533'
 NF1533'NO AZIMUTH MARK WAS SET, STATION 23016 IS VISIBLE.  STATION 23016
 NF1533'IS 1 MILE SOUTHWEST. OF 23015.  TO REACH 23016 FORM 23015, GO EAST
 NF1533'ON I-496 1.2 MILE TO CREYTS ROAD, THEN SOUTH 0.6 MILE TO MT. HOPE
 NF1533'HWY, THEN WEST 2.0 MILES TO GUNEA ROAD, THEN SOUTH 0.2 MILE TO THE
 NF1533'STATION ON THE LEFT.
 NF1533'
 NF1533'NEAREST TOWN--LANSING.
 NF1533'
 NF1533'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1530 ***********************************************************************
 NF1530  DESIGNATION -  23016
 NF1530  PID         -  NF1530
 NF1530  STATE/COUNTY-  MI/EATON
 NF1530  COUNTRY     -  US
 NF1530  USGS QUAD   -  DIMONDALE (2017)
 NF1530
 NF1530                         *CURRENT SURVEY CONTROL
 NF1530  ______________________________________________________________________
 NF1530* NAD 83(1994) POSITION- 42 42 34.64860(N) 084 40 53.87814(W)   ADJUSTED
 NF1530* NAVD 88 ORTHO HEIGHT -   268.15  (+/-2cm)      879.8   (feet) VERTCON3
 NF1530  ______________________________________________________________________
 NF1530  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 NF1530  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 NF1530  HORZ ORDER      -  SECOND
 NF1530  VERT ORDER      -  THIRD ? (See Below)
 NF1530
 NF1530.The horizontal coordinates were established by classical geodetic methods
 NF1530.and adjusted by the National Geodetic Survey in February 1997.
 NF1530
 NF1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1530
 NF1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1530.GEOID18 height accuracy estimate available here.
 NF1530
 NF1530.The vertical order pertains to the NGVD 29 superseded value.
 NF1530
 NF1530.Click photographs - Photos may exist for this station.
 NF1530
 NF1530.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1530
 NF1530. The following values were computed from the NAD 83(1994) position.
 NF1530
 NF1530;                    North         East     Units Scale Factor Converg.
 NF1530;SPC MI S     -   134,410.009 3,974,199.090   MT  0.99991154   -0 12 51.6
 NF1530;SPC MI S     -   440,977.72 13,038,710.93   iFT  0.99991154   -0 12 51.6
 NF1530;UTM  16      - 4,731,176.038   689,857.915   MT  1.00004349   +1 34 22.7
 NF1530
 NF1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1530!SPC MI S     -   0.99996325  x   0.99991154  =   0.99987479
 NF1530!UTM  16      -   0.99996325  x   1.00004349  =   1.00000674
 NF1530
 NF1530:                Primary Azimuth Mark                     Grid Az
 NF1530:SPC MI S     -  23015                                    055 57 16.1
 NF1530:UTM  16      -  23015                                    054 10 01.8
 NF1530
 NF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8985731176(NAD 83)
 NF1530
 NF1530|---------------------------------------------------------------------|
 NF1530| PID    Reference Object                     Distance      Geod. Az  |
 NF1530|                                                           dddmmss.s |
 NF1530| CH0574 23016 RM 1                            9.459 METERS 00056     |
 NF1530| NF1533 23015                               APPROX. 1.3 KM 0554424.5 |
 NF1530| NF1481 LANSING GM PARTS DIV TANK           APPROX. 5.7 KM 0860503.2 |
 NF1530| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.9 KM 0975225.4 |
 NF1530| CH0575 23016 RM 2                            8.034 METERS 18020     |
 NF1530| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 7.5 KM 1962523.9 |
 NF1530|---------------------------------------------------------------------|
 NF1530
 NF1530                          SUPERSEDED SURVEY CONTROL
 NF1530
 NF1530  NAD 83(1986)-  42 42 34.64718(N)    084 40 53.89624(W) AD(       ) 2
 NF1530  NAD 27      -  42 42 34.52045(N)    084 40 53.95676(W) AD(       ) 2
 NF1530  NGVD 29 (07/19/86)  268.28   (m)          880.2    (f) LEVELING    3  
 NF1530
 NF1530.Superseded values are not recommended for survey control.
 NF1530
 NF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1530.See file dsdata.pdf to determine how the superseded data were derived.
 NF1530
 NF1530_MARKER: DD = SURVEY DISK
 NF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1530_STAMPING: MDSH+T HCM 23016 1976
 NF1530_PROJECTION: FLUSH
 NF1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1530+STABILITY: SURFACE MOTION
 NF1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1530+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 NF1530
 NF1530  HISTORY     - Date     Condition        Report By
 NF1530  HISTORY     - 1976     MONUMENTED       MIDH
 NF1530  HISTORY     - 20020830 GOOD             GEOCAC
 NF1530
 NF1530                          STATION DESCRIPTION
 NF1530
 NF1530'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1530'THE STATION IS APPROXIMATELY 4-1/2 MILES FROM GRAND LEDGE AND 7 MILES
 NF1530'FROM LANSING (BOTH STRAIGHT LINE MEASUREMENTS).  IT IS 0.3 MILES
 NF1530'SOUTH OF THE NORTHWEST CORNER OF SECTION 28, T 4 N, R 3 W, BEING
 NF1530'DELTA TWP. OF EATON COUNTY.
 NF1530'
 NF1530'TO REACH THE STATION FROM THE DELTA TWP. OFFICES AT CANAL RD. AN
 NF1530'M-43, GO SOUTH ON CANAL RD. 2.0 MILES TO MT. HOPE RD..  TURN RIGHT
 NF1530'ON MT. HOPE RD. AND GO 1.0 MILES TO GUINEA RD..  TURN LEFT ON GUINEA
 NF1530'RD. AND GO 0.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1530'
 NF1530'NO AZIMUTH WAS SET, BECAUSE STATION 23015 MIDH WAS VIVIBLE TO THE
 NF1530'NORTH-NORTHEAST.
 NF1530'
 NF1530'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1530'CONTROL MARK, 23016, MDSH AND T, 1976, SET IN THE TOP OF A 12 INCH
 NF1530'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1530'SURFACE.  IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD., AND
 NF1530'5 FEET NORTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND IS A 2
 NF1530'INCH BRASS DISK STAMPED HCM, FA, ROW, 23016, SET IN THE TOP OF
 NF1530'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1530'SURFACE.
 NF1530'
 NF1530'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1530'HCM, 23016, 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1530'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1530'IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD.
 NF1530'
 NF1530'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1530'HCM, 23016, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1530'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1530'IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD.
 NF1530'
 NF1530'NEAREST TOWN--GRAND LEDGE.
 NF1530'
 NF1530'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 NF1530
 NF1530                          STATION RECOVERY (2002)
 NF1530
 NF1530'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1538 ***********************************************************************
 NF1538  DESIGNATION -  23017
 NF1538  PID         -  NF1538
 NF1538  STATE/COUNTY-  MI/EATON
 NF1538  COUNTRY     -  US
 NF1538  USGS QUAD   -  DIMONDALE (2017)
 NF1538
 NF1538                         *CURRENT SURVEY CONTROL
 NF1538  ______________________________________________________________________
 NF1538* NAD 83(1994) POSITION- 42 40 34.16804(N) 084 39 10.63547(W)   ADJUSTED
 NF1538* NAVD 88 ORTHO HEIGHT -   277.9   (meters)      912.    (feet) VERTCON3
 NF1538  ______________________________________________________________________
 NF1538  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 NF1538  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 NF1538  HORZ ORDER      -  SECOND
 NF1538
 NF1538.The horizontal coordinates were established by classical geodetic methods
 NF1538.and adjusted by the National Geodetic Survey in February 1997.
 NF1538
 NF1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1538
 NF1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1538.GEOID18 height accuracy estimate available here.
 NF1538
 NF1538.Click photographs - Photos may exist for this station.
 NF1538
 NF1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1538
 NF1538. The following values were computed from the NAD 83(1994) position.
 NF1538
 NF1538;                    North         East     Units Scale Factor Converg.
 NF1538;SPC MI S     -   130,684.246 3,976,535.683   MT  0.99991349   -0 11 41.4
 NF1538;SPC MI S     -   428,754.09 13,046,376.91   iFT  0.99991349   -0 11 41.4
 NF1538;UTM  16      - 4,727,524.444   692,309.878   MT  1.00005502   +1 35 29.2
 NF1538
 NF1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1538!SPC MI S     -   0.99996173  x   0.99991349  =   0.99987522
 NF1538!UTM  16      -   0.99996173  x   1.00005502  =   1.00001675
 NF1538
 NF1538:                Primary Azimuth Mark                     Grid Az
 NF1538:SPC MI S     -  23017 AZ MK                              229 40 44.2
 NF1538:UTM  16      -  23017 AZ MK                              227 53 33.6
 NF1538
 NF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9230927524(NAD 83)
 NF1538
 NF1538|---------------------------------------------------------------------|
 NF1538| PID    Reference Object                     Distance      Geod. Az  |
 NF1538|                                                           dddmmss.s |
 NF1538| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 3.9 KM 0391444.4 |
 NF1538| NF1537 23017 MIDOT A PT 1976                21.192 METERS 19021     |
 NF1538| CH0576 23017 AZ MK                                        2292902.8 |
 NF1538| CH0577 23017 RM 1                           15.046 METERS 23933     |
 NF1538| CH0578 23017 RM 2                           11.631 METERS 32931     |
 NF1538| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 1.8 KM 3500511.6 |
 NF1538|---------------------------------------------------------------------|
 NF1538
 NF1538                          SUPERSEDED SURVEY CONTROL
 NF1538
 NF1538  NAD 83(1986)-  42 40 34.16669(N)    084 39 10.65363(W) AD(       ) 2
 NF1538  NAD 27      -  42 40 34.03808(N)    084 39 10.71774(W) AD(       ) 2
 NF1538  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 NF1538
 NF1538.Superseded values are not recommended for survey control.
 NF1538
 NF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1538.See file dsdata.pdf to determine how the superseded data were derived.
 NF1538
 NF1538_MARKER: DD = SURVEY DISK
 NF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1538_STAMPING: MDSH+T HCM 23017 1976
 NF1538_PROJECTION: FLUSH
 NF1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1538+STABILITY: SURFACE MOTION
 NF1538
 NF1538  HISTORY     - Date     Condition        Report By
 NF1538  HISTORY     - 1976     MONUMENTED       MIDH
 NF1538
 NF1538                          STATION DESCRIPTION
 NF1538
 NF1538'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1538'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF THE CENTER OF LANSING,
 NF1538'ABOUT 6 MILES NORTHEAST OF POTTERVILLE, AND ABOUT 2 MILES NORTH OF
 NF1538'DIMONDALE.  IT IS IN THE MEDIAN AREA OF I-96 AT THE INTERCHANGE
 NF1538'WITH US 27 (TEMPORARY I-69) AND NEAR THE CENTER OF SECTION 3 OF
 NF1538'WINDSOR TOWNSHIP (T3N, R3W) OF EATON COUNTY.
 NF1538'
 NF1538'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1538'AND I-96, GO SOUTH THEN SOUTHEASTERLY ON I-96 4.9 MILES TO THE
 NF1538'STATION ON THE LEFT, IN THE MEDIAN.
 NF1538'
 NF1538'STATION MARKS ARE BRASS DISK PREMARKED HORIZONTAL CONTROL MARK THE
 NF1538'DIRECTOR, AND STAMPED MDSH AND T 23017 1976.  THE SURFACE DISK IS
 NF1538'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1538'FLUSH WITH THE GROUND SURFACE.  IT IS 35.4 FEET SOUTH SOUTH EAST
 NF1538'OF THE SOUTH END OF THE BRIDGE GUARD RAIL, 3.0 FEET EAST OF THE
 NF1538'GUARD RAIL, 22.7 FEET EAST OF THE CENTER OF EAST BOUND I-96, AND
 NF1538'4.5 FEET NORTH OF THE WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1538'INCH BRASS DISK STAMPED HCM 23017, AND IS SET IN THE TOP OF AND
 NF1538'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1538'
 NF1538'REFERENCE MARK 1, PREMARKED STATE OF MICHIGAN HCM UNLAWFUL TO MOVE
 NF1538'OR DESTROY THIS MARKER AND STAMPED 23017 1976 RM 1, IS A 3-1/2 INCH
 NF1538'BRASS DISK SET FLUSH IN THE GUTTER PAN.  IT IS 25.5 FEET WEST OF
 NF1538'THE CENTER OF EASTBOUND I-96 4.0 FEET EAST OF THE GUARD RAIL AND
 NF1538'1.6 FEET NORTH OF THE SOUTH END OF THE GUTTERPAN.
 NF1538'
 NF1538'REFERENCE MARK 2, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1538'T-HCM-23017-1976-RM 2, IS SET FLUSH IN THE WINGWALL OF THE BRIDGE
 NF1538'OVER US-27.  IT IS 2.5 FEET WEST OF THE EAST END OF THE WINGWALL,
 NF1538'11.0 FEET EAST OF THE SOUTH END OF THE BRIDGE RAIL AND 20.4 FEET
 NF1538'NORTH NORTH EAST OF THE WEST END OF AN 8 INCH METAL DRAIN PIPE.
 NF1538'
 NF1538'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1538'T-HCM-23017-1976-AZI MARK, IS SET IN THE TOP OF A 12 INCH
 NF1538'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1538'19.4 FEET SOUTH OF THE FENCE, 20.8 FEET NORTHEAST OF A TELEPHONE
 NF1538'POLE, 3.5 FEET SOUTH OF THE WITNESS POST AND 78.8 FEET NORTH OF THE
 NF1538'CENTER OF SOUTHBOUND US-27.  THE UNDERGROUND MARK, A 2 INCH
 NF1538'BRASS DISK STAMPED HCM-AZI MARK-23017-1976, IS SET IN THE TOP OF AN
 NF1538'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1538'
 NF1538'TO REACH THE AZIMUTH MARK FROM THE STATION, GO OFF I-96 ONTO
 NF1538'WESTBOUND US-27 AND GO SOUTHWESTERLY 0.6 MILES TO THE AZIMUTH MARK
 NF1538'ON THE RIGHT AS DESCRIBED.
 NF1538'
 NF1538'NEAREST TOWN--DIMONDALE.
 NF1538'
 NF1538'HEIGHT OF LIGHT ABOVE STATION MARK 1.08 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1592 ***********************************************************************
 NF1592  DESIGNATION -  23018
 NF1592  PID         -  NF1592
 NF1592  STATE/COUNTY-  MI/EATON
 NF1592  COUNTRY     -  US
 NF1592  USGS QUAD   -  EAGLE (2017)
 NF1592
 NF1592                         *CURRENT SURVEY CONTROL
 NF1592  ______________________________________________________________________
 NF1592* NAD 83(1994) POSITION- 42 45 20.23977(N) 084 48 03.86662(W)   ADJUSTED
 NF1592* NAVD 88 ORTHO HEIGHT -   268.4   (meters)      881.    (feet) VERTCON3
 NF1592  ______________________________________________________________________
 NF1592  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 NF1592  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 NF1592  HORZ ORDER      -  SECOND
 NF1592
 NF1592.The horizontal coordinates were established by classical geodetic methods
 NF1592.and adjusted by the National Geodetic Survey in February 1997.
 NF1592
 NF1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1592
 NF1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1592.GEOID18 height accuracy estimate available here.
 NF1592
 NF1592.Click photographs - Photos may exist for this station.
 NF1592
 NF1592.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1592
 NF1592. The following values were computed from the NAD 83(1994) position.
 NF1592
 NF1592;                    North         East     Units Scale Factor Converg.
 NF1592;SPC MI S     -   139,562.780 3,964,441.324   MT  0.99990942   -0 17 44.3
 NF1592;SPC MI S     -   457,883.14 13,006,697.26   iFT  0.99990942   -0 17 44.3
 NF1592;UTM  16      - 4,736,022.364   679,943.026   MT  0.99999837   +1 29 35.5
 NF1592
 NF1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1592!SPC MI S     -   0.99996322  x   0.99990942  =   0.99987264
 NF1592!UTM  16      -   0.99996322  x   0.99999837  =   0.99996159
 NF1592
 NF1592:                Primary Azimuth Mark                     Grid Az
 NF1592:SPC MI S     -  23018 AZ MK                              093 05 05.6
 NF1592:UTM  16      -  23018 AZ MK                              091 17 45.8
 NF1592
 NF1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7994336022(NAD 83)
 NF1592
 NF1592|---------------------------------------------------------------------|
 NF1592| PID    Reference Object                     Distance      Geod. Az  |
 NF1592|                                                           dddmmss.s |
 NF1592| CH0580 23018 RM 1                           18.882 METERS 08940     |
 NF1592| CH0579 23018 AZ MK                                        0924721.3 |
 NF1592| NF1591 23018 MIDOT A PT 1976                 6.811 METERS 13938     |
 NF1592| CH0581 23018 RM 2                            8.672 METERS 26941     |
 NF1592|---------------------------------------------------------------------|
 NF1592
 NF1592                          SUPERSEDED SURVEY CONTROL
 NF1592
 NF1592  NAD 83(1986)-  42 45 20.23791(N)    084 48 03.88450(W) AD(       ) 2
 NF1592  NAD 27      -  42 45 20.11233(N)    084 48 03.92844(W) AD(       ) 2
 NF1592  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 NF1592
 NF1592.Superseded values are not recommended for survey control.
 NF1592
 NF1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1592.See file dsdata.pdf to determine how the superseded data were derived.
 NF1592
 NF1592_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1592_STAMPING: MDSH+T HCM 23018 1976
 NF1592_PROJECTION: FLUSH
 NF1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1592+STABILITY: SURFACE MOTION
 NF1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1592+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 NF1592
 NF1592  HISTORY     - Date     Condition        Report By
 NF1592  HISTORY     - 1976     MONUMENTED       MIDH
 NF1592  HISTORY     - 20250714 GOOD             MIDT
 NF1592
 NF1592                          STATION DESCRIPTION
 NF1592
 NF1592'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1592'THE STATION IS APPROXIMATELY 3 MILES WEST OF GRAND LEDGE AND 4 MILES
 NF1592'EAST OF MILLIKEN ON M-43.  IT IS NEAR THE SOUTH LINE OF THE
 NF1592'SOUTHEAST QUARTER OF SECTION 5, T 4 N, R 4 W, BEING ONEIDA TWP. OF
 NF1592'EATON CO.
 NF1592'
 NF1592'TO REACH THE STATION FROM THE EAST VILLAGE LIMITS OF MILLIKEN, GO
 NF1592'4.25 MILES EAST ON M-43 TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1592'
 NF1592'THE AZIMUTH IS 0.31 MILES EAST OF THE STATION ALONG M-43, ON THE
 NF1592'RIGHT AS DESCRIBED.
 NF1592'
 NF1592'THE STATION IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1592'MARKER, 23018, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1592'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1592'SURFACE.  IT IS 24.0 FEET NORTHEAST OF A MAIL BOX, 42.8 FEET NORTH
 NF1592'OF THE CENTERLINE OF M-43, 8.0 FEET WEST OF THE END OF AN
 NF1592'EAST-WEST FENCE, AND 4.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1592'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM,
 NF1592'23018, FA, ROW SET IN THE TOP OF AN IRREGULAR MASS TYPE CONCRETE
 NF1592'MONUMENT THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 NF1592'
 NF1592'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'43.5 FEET NORTH OF THE CENTERLINE OF M-43, 8.4 FEET SOUTH OF A 4
 NF1592'FOOT WOVEN WIRE FENCE, AND 78 FEET EAST-NORTHEAST OF A MAILBOX.
 NF1592'
 NF1592'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'42.5 FEET NORTH OF THE CENTERLINE OF M-43, 21.0 FEET SOUTHEAST OF
 NF1592'A POWER POLE, 29.3 FEET WEST-SOUTHWEST OF THE WEST END OF A WOVEN
 NF1592'WIRE FENCE.
 NF1592'
 NF1592'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'10.4 FEET NORTH OF A TELEPHONE POLE, 55.6 FEET EAST OF A 20 INCH
 NF1592'WALNUT TREE, 38.4 FEET SOUTH OF THE CENTERLINE OF M-43, AND 4.0
 NF1592'FEET SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND
 NF1592'MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK, ROW, 23018
 NF1592'SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 42 INCHES
 NF1592'BELOW THE GROUND SURFACE.
 NF1592'
 NF1592'NEAREST TOWN--GRAND LEDGE.
 NF1592'
 NF1592'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 NF1592
 NF1592                          STATION RECOVERY (2025)
 NF1592
 NF1592'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NF1592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1482 ***********************************************************************
 NF1482  DESIGNATION -  23019
 NF1482  PID         -  NF1482
 NF1482  STATE/COUNTY-  MI/EATON
 NF1482  COUNTRY     -  US
 NF1482  USGS QUAD   -  LANSING SOUTH (2017)
 NF1482
 NF1482                         *CURRENT SURVEY CONTROL
 NF1482  ______________________________________________________________________
 NF1482* NAD 83(1994) POSITION- 42 44 28.22073(N) 084 37 22.04738(W)   ADJUSTED
 NF1482* NAVD 88 ORTHO HEIGHT -   264.3   (meters)      867.    (feet) VERTCON3
 NF1482  ______________________________________________________________________
 NF1482  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 NF1482  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 NF1482  HORZ ORDER      -  SECOND
 NF1482
 NF1482.The horizontal coordinates were established by classical geodetic methods
 NF1482.and adjusted by the National Geodetic Survey in February 1997.
 NF1482
 NF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1482
 NF1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1482.GEOID18 height accuracy estimate available here.
 NF1482
 NF1482.Click photographs - Photos may exist for this station.
 NF1482
 NF1482.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1482
 NF1482. The following values were computed from the NAD 83(1994) position.
 NF1482
 NF1482;                    North         East     Units Scale Factor Converg.
 NF1482;SPC MI S     -   137,897.896 3,979,029.852   MT  0.99991002   -0 10 27.5
 NF1482;SPC MI S     -   452,420.92 13,054,559.88   iFT  0.99991002   -0 10 27.5
 NF1482;UTM  16      - 4,734,813.456   694,578.193   MT  1.00006581   +1 36 50.0
 NF1482
 NF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1482!SPC MI S     -   0.99996384  x   0.99991002  =   0.99987386
 NF1482!UTM  16      -   0.99996384  x   1.00006581  =   1.00002965
 NF1482
 NF1482:                Primary Azimuth Mark                     Grid Az
 NF1482:SPC MI S     -  23019 AZ MK                              003 21 05.2
 NF1482:UTM  16      -  23019 AZ MK                              001 33 47.7
 NF1482
 NF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9457834813(NAD 83)
 NF1482
 NF1482|---------------------------------------------------------------------|
 NF1482| PID    Reference Object                     Distance      Geod. Az  |
 NF1482|                                                           dddmmss.s |
 NF1482| CH0582 23019 AZ MK                                        0031037.7 |
 NF1482| NF1483 23019 MIDOT RM 1                     10.963 METERS 08821     |
 NF1482| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.2 KM 1794510.9 |
 NF1482| CH0583 23019 RM 2                            8.644 METERS 26804     |
 NF1482|---------------------------------------------------------------------|
 NF1482
 NF1482                          SUPERSEDED SURVEY CONTROL
 NF1482
 NF1482  NAD 83(1986)-  42 44 28.21943(N)    084 37 22.06552(W) AD(       ) 2
 NF1482  NAD 27      -  42 44 28.09401(N)    084 37 22.13158(W) AD(       ) 2
 NF1482  NGVD 29 (07/19/86)  264.4    (m)          867.     (f) VERT ANG       
 NF1482
 NF1482.Superseded values are not recommended for survey control.
 NF1482
 NF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1482.See file dsdata.pdf to determine how the superseded data were derived.
 NF1482
 NF1482_MARKER: DD = SURVEY DISK
 NF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1482_STAMPING: MDSH+T HCM 23019 1976
 NF1482_PROJECTION: FLUSH
 NF1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1482+STABILITY: SURFACE MOTION
 NF1482
 NF1482  HISTORY     - Date     Condition        Report By
 NF1482  HISTORY     - 1976     MONUMENTED       MIDH
 NF1482
 NF1482                          STATION DESCRIPTION
 NF1482
 NF1482'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1482'THE STATION IS ABOUT 2 MILES WEST OF LANSING AND ABOUT 6 MILES
 NF1482'EAST OF GRAND LEDGE.  IT IS IN THE STATE HIGHWAY RIGHT OF WAY NEAR
 NF1482'THE EAST END OF THE LANSING MALL.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1482'SECTION 11 DELTA TOWNSHIP (T4N, R3W) OF EATON COUNTY.
 NF1482'
 NF1482'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1482'AND I-96, GO EAST ON M-43 A DISTANCE OF 2.3 MILES TO THE STATION
 NF1482'ON THE LEFT IN THE NORTH WEST QUADRANT OF ELMWOOD ROAD AND M-43.
 NF1482'
 NF1482'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON ELMWOOD ROAD
 NF1482'0.45 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 NF1482'
 NF1482'THE STATION MARK IS A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1482'CONTROL MARK AND STAMPED 23019 MDSH AND T 1976.  IT IS 25.7 FEET
 NF1482'NORTH OF THE BACK OF THE NORTH CURB OF SAGINAW STREET, 20.5 FEET
 NF1482'SOUTH EAST OF A CONCRETE RIGHT OF WAY MARKER, 59.8 FEET SOUTH WEST
 NF1482'OF ANOTHER CONCRETE RIGHT OF WAY MARKER, AND 5.5 FEET SOUTHEAST
 NF1482'OF THE WITNESS POST.  THE STATION MARK IS SET IN THE TOP OF A 12
 NF1482'INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NF1482'THE UNDERGROUND MARK, A 2 INCH BRASS DISK STAMPED HCM 23019, IS
 NF1482'SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 NF1482'SURFACE.
 NF1482'
 NF1482'REFERENCE MARK 1, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1
 NF1482'HCM 23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH
 NF1482'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 NF1482'IS 49.0 FEET SOUTH OF A CONCRETE ROW MARKER, 25.0 FEET EAST OF THE
 NF1482'BEGINNING OF THE CURB RADIUS ON ELMWOOD ROAD, AND 28.0 FEET NORTH
 NF1482'OF THE BEGINNING OF THE CURB RADIUS OF SAGINAW STREET.
 NF1482'
 NF1482'REFERENCE MARK 2, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2
 NF1482'HCM 23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH
 NF1482'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1482'25.0 FEET NORTH OF THE BACK OF THE CURB ON SAGINAW STREET, AND
 NF1482'24.0 FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.
 NF1482'
 NF1482'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1482'HCM 23019 1976 AZI MARK, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1482'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 27.5 FEET
 NF1482'EAST OF THE EAST EDGE OF ELMWOOD ROAD, 53.0 FEET NORTH NORTH WEST
 NF1482'OF A POWER POLE, 54.0 FEET SOUTH EAST OF THE CENTER OF A MANHOLE, AND
 NF1482'5.5 FEET EAST SOUTH EAST OF THE WITNESS POST.  THE UNDERGROUND
 NF1482'MARK, A 2 INCH BRASS DISK STAMPED HCM AZI MARK 23019 IS SET IN
 NF1482'THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1482'
 NF1482'NEAREST TOWN--LANSING.
 NF1482'
 NF1482'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1483 ***********************************************************************
 NF1483  DESIGNATION -  23019 MIDOT RM 1
 NF1483  PID         -  NF1483
 NF1483  STATE/COUNTY-  MI/EATON
 NF1483  COUNTRY     -  US
 NF1483  USGS QUAD   -  LANSING SOUTH (2017)
 NF1483
 NF1483                         *CURRENT SURVEY CONTROL
 NF1483  ______________________________________________________________________
 NF1483* NAD 83(1994) POSITION- 42 44 28.23093(N) 084 37 21.56557(W)   ADJUSTED
 NF1483* NAVD 88 ORTHO HEIGHT -   264.2   (meters)      867.    (feet) VERTCON3
 NF1483  ______________________________________________________________________
 NF1483  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 NF1483  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 NF1483  HORZ ORDER      -  SECOND
 NF1483
 NF1483.The horizontal coordinates were established by classical geodetic methods
 NF1483.and adjusted by the National Geodetic Survey in February 1997.
 NF1483
 NF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1483
 NF1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1483.GEOID18 height accuracy estimate available here.
 NF1483
 NF1483.Click photographs - Photos may exist for this station.
 NF1483
 NF1483.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1483
 NF1483. The following values were computed from the NAD 83(1994) position.
 NF1483
 NF1483;                    North         East     Units Scale Factor Converg.
 NF1483;SPC MI S     -   137,898.178 3,979,040.811   MT  0.99991002   -0 10 27.2
 NF1483;SPC MI S     -   452,421.84 13,054,595.84   iFT  0.99991002   -0 10 27.2
 NF1483;UTM  16      - 4,734,814.080   694,589.139   MT  1.00006586   +1 36 50.3
 NF1483
 NF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1483!SPC MI S     -   0.99996385  x   0.99991002  =   0.99987388
 NF1483!UTM  16      -   0.99996385  x   1.00006586  =   1.00002971
 NF1483
 NF1483:                Primary Azimuth Mark                     Grid Az
 NF1483:SPC MI S     -  DELTA                                    220 35 33.7
 NF1483:UTM  16      -  DELTA                                    218 48 16.2
 NF1483
 NF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9458934814(NAD 83)
 NF1483
 NF1483|---------------------------------------------------------------------|
 NF1483| PID    Reference Object                     Distance      Geod. Az  |
 NF1483|                                                           dddmmss.s |
 NF1483| NF1539 DELTA                               APPROX. 2.8 KM 2202506.5 |
 NF1483| NF1482 23019                                10.963 METERS 26821     |
 NF1483|---------------------------------------------------------------------|
 NF1483
 NF1483                          SUPERSEDED SURVEY CONTROL
 NF1483
 NF1483  NAD 83(1986)-  42 44 28.22963(N)    084 37 21.58371(W) AD(       ) 2
 NF1483  NAD 27      -  42 44 28.10421(N)    084 37 21.64978(W) AD(       ) 2
 NF1483  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1483
 NF1483.Superseded values are not recommended for survey control.
 NF1483
 NF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1483.See file dsdata.pdf to determine how the superseded data were derived.
 NF1483
 NF1483_MARKER: DD = SURVEY DISK
 NF1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1483_STAMPING: MDSH+T 23019 1976 RM 1
 NF1483_PROJECTION: FLUSH
 NF1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1483+STABILITY: SURFACE MOTION
 NF1483
 NF1483  HISTORY     - Date     Condition        Report By
 NF1483  HISTORY     - 1976     MONUMENTED       MIDH
 NF1483
 NF1483                          STATION DESCRIPTION
 NF1483
 NF1483'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1483'STATION MARK, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1 HCM
 NF1483'23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1483'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 49.0 FEET
 NF1483'SOUTH OF A CONCRETE ROW MARKER, 25.0 FEET EAST OF THE BEGINNING OF
 NF1483'THE CURB RADIUS ON ELMWOOD ROAD, AND 28.0 FEET NORTH OF THE
 NF1483'BEGINNING OF THE CURB RADIUS OF SAGINAW STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1531 ***********************************************************************
 NF1531  DESIGNATION -  23020
 NF1531  PID         -  NF1531
 NF1531  STATE/COUNTY-  MI/EATON
 NF1531  COUNTRY     -  US
 NF1531  USGS QUAD   -  DIMONDALE (2017)
 NF1531
 NF1531                         *CURRENT SURVEY CONTROL
 NF1531  ______________________________________________________________________
 NF1531* NAD 83(1994) POSITION- 42 44 31.95812(N) 084 40 04.07347(W)   ADJUSTED
 NF1531* NAVD 88 ORTHO HEIGHT -   265.9   (meters)      872.    (feet) VERTCON3
 NF1531  ______________________________________________________________________
 NF1531  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 NF1531  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 NF1531  HORZ ORDER      -  SECOND
 NF1531
 NF1531.The horizontal coordinates were established by classical geodetic methods
 NF1531.and adjusted by the National Geodetic Survey in February 1997.
 NF1531
 NF1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1531
 NF1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1531.GEOID18 height accuracy estimate available here.
 NF1531
 NF1531.Click photographs - Photos may exist for this station.
 NF1531
 NF1531.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1531
 NF1531. The following values were computed from the NAD 83(1994) position.
 NF1531
 NF1531;                    North         East     Units Scale Factor Converg.
 NF1531;SPC MI S     -   138,025.407 3,975,345.315   MT  0.99990997   -0 12 17.7
 NF1531;SPC MI S     -   452,839.26 13,042,471.51   iFT  0.99990997   -0 12 17.7
 NF1531;UTM  16      - 4,734,825.930   690,890.929   MT  1.00004832   +1 35 00.0
 NF1531
 NF1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1531!SPC MI S     -   0.99996359  x   0.99990997  =   0.99987357
 NF1531!UTM  16      -   0.99996359  x   1.00004832  =   1.00001191
 NF1531
 NF1531:                Primary Azimuth Mark                     Grid Az
 NF1531:SPC MI S     -  23021                                    002 32 07.9
 NF1531:UTM  16      -  23021                                    000 44 50.2
 NF1531
 NF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9089034825(NAD 83)
 NF1531
 NF1531|---------------------------------------------------------------------|
 NF1531| PID    Reference Object                     Distance      Geod. Az  |
 NF1531|                                                           dddmmss.s |
 NF1531| NF1459 23021                               APPROX. 1.5 KM 0021950.2 |
 NF1531| CH0584 23020 RM 1                           20.236 METERS 00726     |
 NF1531| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 5.7 KM 1391046.5 |
 NF1531| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 5.6 KM 1704455.4 |
 NF1531| CH0585 23020 RM 2                            5.185 METERS 18634     |
 NF1531|---------------------------------------------------------------------|
 NF1531
 NF1531                          SUPERSEDED SURVEY CONTROL
 NF1531
 NF1531  NAD 83(1986)-  42 44 31.95668(N)    084 40 04.09141(W) AD(       ) 2
 NF1531  NAD 27      -  42 44 31.83115(N)    084 40 04.15160(W) AD(       ) 2
 NF1531  NGVD 29 (07/19/86)  266.0    (m)          873.     (f) VERT ANG       
 NF1531
 NF1531.Superseded values are not recommended for survey control.
 NF1531
 NF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1531.See file dsdata.pdf to determine how the superseded data were derived.
 NF1531
 NF1531_MARKER: DD = SURVEY DISK
 NF1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1531_STAMPING: MDSH+T HCM 23020 1976
 NF1531_PROJECTION: FLUSH
 NF1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1531+STABILITY: SURFACE MOTION
 NF1531
 NF1531  HISTORY     - Date     Condition        Report By
 NF1531  HISTORY     - 1976     MONUMENTED       MIDH
 NF1531
 NF1531                          STATION DESCRIPTION
 NF1531
 NF1531'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1531'THE STATION IS ABOUT 4 MILES EAST OF GRAND LEDGE, ABOUT 6 MILES
 NF1531'WEST OF THE CENTER OF LANSING, AND ABOUT 5 MILES NORTH OF
 NF1531'DIMONDALE.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 9 OF DELTA
 NF1531'TOWNSHIP (T4N,R3W) IN EATON COUNTY.  IT IS IN THE INTERCHANGE
 NF1531'AREA OF M-43 AND I-96.
 NF1531'
 NF1531'TO REACH THE STATION FROM WEST BOUND I-96 AT THE BRIDGE OVER M-43,
 NF1531'GO NORTH ON WESTBOUND I-96 TO JUST PAST THE WESTBOUND M-43 EXIT RAMP
 NF1531'TO THE STATION ON THE RIGHT.
 NF1531'
 NF1531'THE STATION MARK, A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1531'CONTROL MARK AND STAMPED MDSH AND T 23020 1976 IS SET IN THE TOP
 NF1531'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NF1531'SURFACE.  IT IS 17.6 FEET EAST OF THE EAST EDGE OF WEST BOUND
 NF1531'I-96, 54.0 FEET NORTHWEST OF THE CENTER OF A SIGN POST, 5.5 FEET
 NF1531'EAST NORTH EAST OF MILE MARKER NO. 93, AND 5.0 FEET SOUTHEAST OF THE
 NF1531'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1531'STAMPED HCM 23020 AND IS SET IN THE TOP OF A MASS OF CONCRETE
 NF1531'42 INCHES BELOW THE GROUND SURFACE.
 NF1531'
 NF1531'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1531'T, HCM, 23020, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1531'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1531'69.0 FEET NORTH NORTHEAST OF MILE MARKER 93 SIGN POST, AND 24.2
 NF1531'FEET EAST OF THE EAST EDGE OF I-96 (WE STBOUND).
 NF1531'
 NF1531'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1531'T, HCM, 23020, 1976, RM 2 SET IN THE TOP OF A 1 2 INCH CYLINDRICAL
 NF1531'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.7 FEET
 NF1531'NORTH OF EXIT 93A SIGN, AND 16.2 FEET EAST OF THE EAST EDGE OF
 NF1531'WESTBOUND I-96.
 NF1531'
 NF1531'NO AZIMUTH MARK WAS SET BECAUSE 23021 MIDH WAS VISIBLE TO THE
 NF1531'NORTH.
 NF1531'
 NF1531'NEAREST TOWN--GRAND LEDGE.
 NF1531'
 NF1531'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1459 ***********************************************************************
 NF1459  DESIGNATION -  23021
 NF1459  PID         -  NF1459
 NF1459  STATE/COUNTY-  MI/EATON
 NF1459  COUNTRY     -  US
 NF1459  USGS QUAD   -  WACOUSTA (2017)
 NF1459
 NF1459                         *CURRENT SURVEY CONTROL
 NF1459  ______________________________________________________________________
 NF1459* NAD 83(1994) POSITION- 42 45 19.70258(N) 084 40 01.43663(W)   ADJUSTED
 NF1459* NAVD 88 ORTHO HEIGHT -   262.3   (meters)      861.    (feet) VERTCON3
 NF1459  ______________________________________________________________________
 NF1459  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 NF1459  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 NF1459  HORZ ORDER      -  SECOND
 NF1459
 NF1459.The horizontal coordinates were established by classical geodetic methods
 NF1459.and adjusted by the National Geodetic Survey in February 1997.
 NF1459
 NF1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1459
 NF1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1459.GEOID18 height accuracy estimate available here.
 NF1459
 NF1459.Click photographs - Photos may exist for this station.
 NF1459
 NF1459.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1459
 NF1459. The following values were computed from the NAD 83(1994) position.
 NF1459
 NF1459;                    North         East     Units Scale Factor Converg.
 NF1459;SPC MI S     -   139,498.337 3,975,410.540   MT  0.99990942   -0 12 15.9
 NF1459;SPC MI S     -   457,671.71 13,042,685.50   iFT  0.99990942   -0 12 15.9
 NF1459;UTM  16      - 4,736,300.381   690,910.155   MT  1.00004841   +1 35 03.3
 NF1459
 NF1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1459!SPC MI S     -   0.99996415  x   0.99990942  =   0.99987358
 NF1459!UTM  16      -   0.99996415  x   1.00004841  =   1.00001256
 NF1459
 NF1459:                Primary Azimuth Mark                     Grid Az
 NF1459:SPC MI S     -  23020                                    182 32 08.0
 NF1459:UTM  16      -  23020                                    180 44 48.8
 NF1459
 NF1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9091036300(NAD 83)
 NF1459
 NF1459|---------------------------------------------------------------------|
 NF1459| PID    Reference Object                     Distance      Geod. Az  |
 NF1459|                                                           dddmmss.s |
 NF1459| CH0586 23021 RM 1                            7.934 METERS 09121     |
 NF1459| NF1531 23020                               APPROX. 1.5 KM 1821952.1 |
 NF1459| CH0587 23021 RM 2                           13.074 METERS 26946     |
 NF1459|---------------------------------------------------------------------|
 NF1459
 NF1459                          SUPERSEDED SURVEY CONTROL
 NF1459
 NF1459  NAD 83(1986)-  42 45 19.70101(N)    084 40 01.45453(W) AD(       ) 2
 NF1459  NAD 27      -  42 45 19.57547(N)    084 40 01.51451(W) AD(       ) 2
 NF1459  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 NF1459
 NF1459.Superseded values are not recommended for survey control.
 NF1459
 NF1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1459.See file dsdata.pdf to determine how the superseded data were derived.
 NF1459
 NF1459_MARKER: DD = SURVEY DISK
 NF1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1459_STAMPING: MDSH&T HCM 23021 1976
 NF1459_PROJECTION: FLUSH
 NF1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1459+STABILITY: SURFACE MOTION
 NF1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1459+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 NF1459
 NF1459  HISTORY     - Date     Condition        Report By
 NF1459  HISTORY     - 1976     MONUMENTED       MIDH
 NF1459  HISTORY     - 20200601 GOOD             GEODES
 NF1459
 NF1459                          STATION DESCRIPTION
 NF1459
 NF1459'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1459'THE STATION IS ABOUT 1 MILE SOUTHWEST OF DELTA MILLS, 3 MILES WEST
 NF1459'OF THE WEST CITY LIMITS OF LANSING ON WILLOW ROAD IN EATON
 NF1459'COUNTY, DELTA TOWNSHIP, T4N, R3W, NE 1/4 SECTION 9 ON STATE RIGHT
 NF1459'OF WAY.
 NF1459'
 NF1459'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND M-43, GO EAST
 NF1459'ON M-43 0.3 MILES TO CANAL ROAD, TURN LEFT AND GO NORTH ON CANAL
 NF1459'ROAD 1 MILE TO WILLOW HIGHWAY, TURN LEFT AND GO WEST ON WILLOW
 NF1459'HIGHWAY 0.3 MILES TO THE STATION ON THE LEFT IN THE SOUTHEAST
 NF1459'QUADRANT OF WEST BOUND I-96 AND WILLOW HIGHWAY AS DESCRIBED.
 NF1459'
 NF1459'STATION 23020 MIDH IS LOCATED ON THE EAST SIDE OF I-96, JUST NORTH
 NF1459'OF THE WEST BOUND M-43 EXIT RAMP, NORTH OF M-43.
 NF1459'
 NF1459'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1459'CONTROL MARK, 23021, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1459'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1459'IT IS 19.2 FEET SOUTH OF CENTER LINE WILLOW HIGHWAY, 3.2 FEET
 NF1459'SOUTH OF STEEL GUARD RAIL, AND 4 FEET SOUTHWEST OF WITNESS POST.
 NF1459'
 NF1459'THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1459'23021.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1459'BELOW GROUND SURFACE.
 NF1459'
 NF1459'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1459'T, HCM, 23021 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1459'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 20.5
 NF1459'FEET SOUTH OF CENTER LINE WILLOW HIGHWAY, AND 3 FEET SOUTH OF
 NF1459'STEEL GUARD RAIL.
 NF1459'
 NF1459'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1459'T, HCM, 23021 1976, RM 2.  SET IN THE TOP STEP OF THE SOUTHEAST
 NF1459'BRIDGE ABUTMENT AT I-96 AND WILLOW HIGHWAY.  IT IS 7 FEET SOUTH OF
 NF1459'CORNER BRIDGE CURB, AND 21 FEET SOUTH OF CENTER LINE WILLOW
 NF1459'HIGHWAY.
 NF1459'
 NF1459'STATION 23020 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1459'CONTROL MARK, 23020, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1459'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1459'
 NF1459'NEAREST TOWN--DELTA MILLS.
 NF1459'
 NF1459'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 NF1459
 NF1459                          STATION RECOVERY (2020)
 NF1459
 NF1459'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2020 (GB)
 NF1459'LOGO CODE IS BLANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1543 ***********************************************************************
 NF1543  DESIGNATION -  23022
 NF1543  PID         -  NF1543
 NF1543  STATE/COUNTY-  MI/EATON
 NF1543  COUNTRY     -  US
 NF1543  USGS QUAD   -  DIMONDALE (2017)
 NF1543
 NF1543                         *CURRENT SURVEY CONTROL
 NF1543  ______________________________________________________________________
 NF1543* NAD 83(1994) POSITION- 42 42 42.31503(N) 084 44 20.92576(W)   ADJUSTED
 NF1543* NAVD 88 ORTHO HEIGHT -   266.0   (meters)      873.    (feet) VERTCON3
 NF1543  ______________________________________________________________________
 NF1543  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 NF1543  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 NF1543  HORZ ORDER      -  SECOND
 NF1543
 NF1543.The horizontal coordinates were established by classical geodetic methods
 NF1543.and adjusted by the National Geodetic Survey in February 1997.
 NF1543
 NF1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1543
 NF1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1543.GEOID18 height accuracy estimate available here.
 NF1543
 NF1543.Click photographs - Photos may exist for this station.
 NF1543
 NF1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1543
 NF1543. The following values were computed from the NAD 83(1994) position.
 NF1543
 NF1543;                    North         East     Units Scale Factor Converg.
 NF1543;SPC MI S     -   134,665.787 3,969,488.885   MT  0.99991143   -0 15 12.5
 NF1543;SPC MI S     -   441,816.89 13,023,257.50   iFT  0.99991143   -0 15 12.5
 NF1543;UTM  16      - 4,731,284.788   685,141.453   MT  1.00002173   +1 32 02.4
 NF1543
 NF1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1543!SPC MI S     -   0.99996360  x   0.99991143  =   0.99987503
 NF1543!UTM  16      -   0.99996360  x   1.00002173  =   0.99998533
 NF1543
 NF1543:                Primary Azimuth Mark                     Grid Az
 NF1543:SPC MI S     -  23023                                    089 46 52.6
 NF1543:UTM  16      -  23023                                    087 59 37.7
 NF1543
 NF1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8514131284(NAD 83)
 NF1543
 NF1543|---------------------------------------------------------------------|
 NF1543| PID    Reference Object                     Distance      Geod. Az  |
 NF1543|                                                           dddmmss.s |
 NF1543| NF1542 23023                               APPROX. 2.0 KM 0893140.1 |
 NF1543| NF1077 VCM 23011                                          27040     |
 NF1543|---------------------------------------------------------------------|
 NF1543
 NF1543                          SUPERSEDED SURVEY CONTROL
 NF1543
 NF1543  NAD 83(1986)-  42 42 42.31330(N)    084 44 20.94371(W) AD(       ) 2
 NF1543  NAD 27      -  42 42 42.18572(N)    084 44 20.99600(W) AD(       ) 2
 NF1543  NGVD 29 (07/19/86)  266.1    (m)          873.     (f) VERT ANG       
 NF1543
 NF1543.Superseded values are not recommended for survey control.
 NF1543
 NF1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1543.See file dsdata.pdf to determine how the superseded data were derived.
 NF1543
 NF1543_MARKER: DD = SURVEY DISK
 NF1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1543_STAMPING: MDSH+T HCM 23022 1976
 NF1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1543+STABILITY: SURFACE MOTION
 NF1543
 NF1543  HISTORY     - Date     Condition        Report By
 NF1543  HISTORY     - 1976     MONUMENTED       MIDH
 NF1543
 NF1543                          STATION DESCRIPTION
 NF1543
 NF1543'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1543'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF EAGLE,
 NF1543'6.5 MI (10.4 KM) NORTHWEST OF DIMONDALE AND 6.3 MI (10.1 KM)
 NF1543'EAST-NORTHEAST OF NEEDMORE IN THE SOUTHEAST ANGLE OF
 NF1543'EAST MT HOPE HIGHWAY AND N HARTEL RD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1542 ***********************************************************************
 NF1542  DESIGNATION -  23023
 NF1542  PID         -  NF1542
 NF1542  STATE/COUNTY-  MI/EATON
 NF1542  COUNTRY     -  US
 NF1542  USGS QUAD   -  DIMONDALE (2017)
 NF1542
 NF1542                         *CURRENT SURVEY CONTROL
 NF1542  ______________________________________________________________________
 NF1542* NAD 83(1994) POSITION- 42 42 42.82837(N) 084 42 54.99023(W)   ADJUSTED
 NF1542* NAVD 88 ORTHO HEIGHT -   264.0   (meters)      866.    (feet) VERTCON3
 NF1542  ______________________________________________________________________
 NF1542  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 NF1542  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 NF1542  HORZ ORDER      -  SECOND
 NF1542
 NF1542.The horizontal coordinates were established by classical geodetic methods
 NF1542.and adjusted by the National Geodetic Survey in February 1997.
 NF1542
 NF1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1542
 NF1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1542.GEOID18 height accuracy estimate available here.
 NF1542
 NF1542.Click photographs - Photos may exist for this station.
 NF1542
 NF1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1542
 NF1542. The following values were computed from the NAD 83(1994) position.
 NF1542
 NF1542;                    North         East     Units Scale Factor Converg.
 NF1542;SPC MI S     -   134,673.252 3,971,444.297   MT  0.99991142   -0 14 14.1
 NF1542;SPC MI S     -   441,841.38 13,029,672.89   iFT  0.99991142   -0 14 14.1
 NF1542;UTM  16      - 4,731,353.251   687,095.905   MT  1.00003068   +1 33 00.7
 NF1542
 NF1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1542!SPC MI S     -   0.99996391  x   0.99991142  =   0.99987533
 NF1542!UTM  16      -   0.99996391  x   1.00003068  =   0.99999459
 NF1542
 NF1542:                Primary Azimuth Mark                     Grid Az
 NF1542:SPC MI S     -  23024                                    120 25 44.8
 NF1542:UTM  16      -  23024                                    118 38 30.0
 NF1542
 NF1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8709531353(NAD 83)
 NF1542
 NF1542|---------------------------------------------------------------------|
 NF1542| PID    Reference Object                     Distance      Geod. Az  |
 NF1542|                                                           dddmmss.s |
 NF1542| NF1541 23024                               APPROX. 1.3 KM 1201130.7 |
 NF1542| CH0588 23023 RM 1                                         25930     |
 NF1542|---------------------------------------------------------------------|
 NF1542
 NF1542                          SUPERSEDED SURVEY CONTROL
 NF1542
 NF1542  NAD 83(1986)-  42 42 42.82678(N)    084 42 55.00825(W) AD(       ) 2
 NF1542  NAD 27      -  42 42 42.69966(N)    084 42 55.06392(W) AD(       ) 2
 NF1542  NGVD 29 (07/19/86)  264.1    (m)          866.     (f) VERT ANG       
 NF1542
 NF1542.Superseded values are not recommended for survey control.
 NF1542
 NF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1542.See file dsdata.pdf to determine how the superseded data were derived.
 NF1542
 NF1542_MARKER: DD = SURVEY DISK
 NF1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1542_STAMPING: MDSH+T HCM 23023 1976
 NF1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1542+STABILITY: SURFACE MOTION
 NF1542
 NF1542  HISTORY     - Date     Condition        Report By
 NF1542  HISTORY     - 1976     MONUMENTED       MIDH
 NF1542
 NF1542                          STATION DESCRIPTION
 NF1542
 NF1542'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1542'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF EAGLE,
 NF1542'7.4 MI (12.0 KM) EAST-NORTHEAST OF NEEDMORE AND 5.7 MI (9.2 KM)
 NF1542'NORTHWEST OF DIMONDALE ON THE SOUTH SIDE OF E MT HOPE
 NF1542'HIGHWAY IN FRONT OF 6238 E MT HOPE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1541 ***********************************************************************
 NF1541  DESIGNATION -  23024
 NF1541  PID         -  NF1541
 NF1541  STATE/COUNTY-  MI/EATON
 NF1541  COUNTRY     -  US
 NF1541  USGS QUAD   -  DIMONDALE (2017)
 NF1541
 NF1541                         *CURRENT SURVEY CONTROL
 NF1541  ______________________________________________________________________
 NF1541* NAD 83(1994) POSITION- 42 42 21.02067(N) 084 42 04.17634(W)   ADJUSTED
 NF1541* NAVD 88 ORTHO HEIGHT -   265.7   (meters)      872.    (feet) VERTCON3
 NF1541  ______________________________________________________________________
 NF1541  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 NF1541  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 NF1541  HORZ ORDER      -  SECOND
 NF1541
 NF1541.The horizontal coordinates were established by classical geodetic methods
 NF1541.and adjusted by the National Geodetic Survey in February 1997.
 NF1541
 NF1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1541
 NF1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1541.GEOID18 height accuracy estimate available here.
 NF1541
 NF1541.Click photographs - Photos may exist for this station.
 NF1541
 NF1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1541
 NF1541. The following values were computed from the NAD 83(1994) position.
 NF1541
 NF1541;                    North         East     Units Scale Factor Converg.
 NF1541;SPC MI S     -   133,995.695 3,972,597.822   MT  0.99991175   -0 13 39.5
 NF1541;SPC MI S     -   439,618.42 13,033,457.42   iFT  0.99991175   -0 13 39.5
 NF1541;UTM  16      - 4,730,711.924   688,270.145   MT  1.00003610   +1 33 34.6
 NF1541
 NF1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1541!SPC MI S     -   0.99996364  x   0.99991175  =   0.99987539
 NF1541!UTM  16      -   0.99996364  x   1.00003610  =   0.99999974
 NF1541
 NF1541:                Primary Azimuth Mark                     Grid Az
 NF1541:SPC MI S     -  23023                                    300 25 44.7
 NF1541:UTM  16      -  23023                                    298 38 30.6
 NF1541
 NF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8827030711(NAD 83)
 NF1541
 NF1541|---------------------------------------------------------------------|
 NF1541| PID    Reference Object                     Distance      Geod. Az  |
 NF1541|                                                           dddmmss.s |
 NF1541| CH0589 23024 RM 1                                         18153     |
 NF1541| NF1542 23023                               APPROX. 1.3 KM 3001205.2 |
 NF1541|---------------------------------------------------------------------|
 NF1541
 NF1541                          SUPERSEDED SURVEY CONTROL
 NF1541
 NF1541  NAD 83(1986)-  42 42 21.01918(N)    084 42 04.19437(W) AD(       ) 2
 NF1541  NAD 27      -  42 42 20.89227(N)    084 42 04.25204(W) AD(       ) 2
 NF1541  NGVD 29 (07/19/86)  265.8    (m)          872.     (f) VERT ANG       
 NF1541
 NF1541.Superseded values are not recommended for survey control.
 NF1541
 NF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1541.See file dsdata.pdf to determine how the superseded data were derived.
 NF1541
 NF1541_MARKER: DD = SURVEY DISK
 NF1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1541_STAMPING: MDSH+T HCM 23024 1976
 NF1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1541+STABILITY: SURFACE MOTION
 NF1541
 NF1541  HISTORY     - Date     Condition        Report By
 NF1541  HISTORY     - 1976     MONUMENTED       MIDH
 NF1541
 NF1541                          STATION DESCRIPTION
 NF1541
 NF1541'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1541'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF NEEDMORE, 7.6 MI
 NF1541'(12.3 KM) WEST-SOUTHWEST OF LANSING AND 4.9 MI (8.0 KM)
 NF1541'NORTH-NORTHWEST OF DIMONDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1553 ***********************************************************************
 NF1553  DESIGNATION -  23025
 NF1553  PID         -  NF1553
 NF1553  STATE/COUNTY-  MI/EATON
 NF1553  COUNTRY     -  US
 NF1553  USGS QUAD   -  NEEDMORE (2017)
 NF1553
 NF1553                         *CURRENT SURVEY CONTROL
 NF1553  ______________________________________________________________________
 NF1553* NAD 83(1994) POSITION- 42 42 43.29590(N) 084 46 09.37150(W)   ADJUSTED
 NF1553* NAVD 88 ORTHO HEIGHT -   269.1   (meters)      883.    (feet) VERTCON3
 NF1553  ______________________________________________________________________
 NF1553  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 NF1553  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 NF1553  HORZ ORDER      -  SECOND
 NF1553
 NF1553.The horizontal coordinates were established by classical geodetic methods
 NF1553.and adjusted by the National Geodetic Survey in February 1997.
 NF1553
 NF1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1553
 NF1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1553.GEOID18 height accuracy estimate available here.
 NF1553
 NF1553.Click photographs - Photos may exist for this station.
 NF1553
 NF1553.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1553
 NF1553. The following values were computed from the NAD 83(1994) position.
 NF1553
 NF1553;                    North         East     Units Scale Factor Converg.
 NF1553;SPC MI S     -   134,707.409 3,967,021.499   MT  0.99991142   -0 16 26.3
 NF1553;SPC MI S     -   441,953.44 13,015,162.40   iFT  0.99991142   -0 16 26.3
 NF1553;UTM  16      - 4,731,249.422   682,673.711   MT  1.00001056   +1 30 48.8
 NF1553
 NF1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1553!SPC MI S     -   0.99996311  x   0.99991142  =   0.99987454
 NF1553!UTM  16      -   0.99996311  x   1.00001056  =   0.99997367
 NF1553
 NF1553:                Primary Azimuth Mark                     Grid Az
 NF1553:SPC MI S     -  23007                                    113 04 42.5
 NF1553:UTM  16      -  23007                                    111 17 27.4
 NF1553
 NF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8267331249(NAD 83)
 NF1553
 NF1553|---------------------------------------------------------------------|
 NF1553| PID    Reference Object                     Distance      Geod. Az  |
 NF1553|                                                           dddmmss.s |
 NF1553| CH0590 23025 RM                                           08551     |
 NF1553| NF1521 23007                               APPROX. 2.6 KM 1124816.2 |
 NF1553|---------------------------------------------------------------------|
 NF1553
 NF1553                          SUPERSEDED SURVEY CONTROL
 NF1553
 NF1553  NAD 83(1986)-  42 42 43.29410(N)    084 46 09.38934(W) AD(       ) 2
 NF1553  NAD 27      -  42 42 43.16681(N)    084 46 09.43754(W) AD(       ) 2
 NF1553  NGVD 29 (07/19/86)  269.2    (m)          883.     (f) VERT ANG       
 NF1553
 NF1553.Superseded values are not recommended for survey control.
 NF1553
 NF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1553.See file dsdata.pdf to determine how the superseded data were derived.
 NF1553
 NF1553_MARKER: DD = SURVEY DISK
 NF1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1553_STAMPING: MDSH+T HCM 23025 1976
 NF1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1553+STABILITY: SURFACE MOTION
 NF1553
 NF1553  HISTORY     - Date     Condition        Report By
 NF1553  HISTORY     - 1976     MONUMENTED       MIDH
 NF1553
 NF1553                          STATION DESCRIPTION
 NF1553
 NF1553'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1553'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 NF1553'HOYTVILLE, 6.7 MI (10.8 KM) SOUTH OF EAGLE AND 4.8 MI (7.8 KM)
 NF1553'EAST-NORTHEAST OF NEEDMORE.
 NF1553'
 NF1553'IT IS NORTH OF THE CENTERLINE OF E MOUNT HOPE HIGHWAY IN FRONT OF
 NF1553'ADDRESS 3487.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1554 ***********************************************************************
 NF1554  DESIGNATION -  23027
 NF1554  PID         -  NF1554
 NF1554  STATE/COUNTY-  MI/EATON
 NF1554  COUNTRY     -  US
 NF1554  USGS QUAD   -  NEEDMORE (2017)
 NF1554
 NF1554                         *CURRENT SURVEY CONTROL
 NF1554  ______________________________________________________________________
 NF1554* NAD 83(1994) POSITION- 42 42 39.11899(N) 084 46 44.46122(W)   ADJUSTED
 NF1554* NAVD 88 ORTHO HEIGHT -   274.1   (meters)      899.    (feet) VERTCON3
 NF1554  ______________________________________________________________________
 NF1554  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 NF1554  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 NF1554  HORZ ORDER      -  SECOND
 NF1554
 NF1554.The horizontal coordinates were established by classical geodetic methods
 NF1554.and adjusted by the National Geodetic Survey in February 1997.
 NF1554
 NF1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1554
 NF1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1554.GEOID18 height accuracy estimate available here.
 NF1554
 NF1554.Click photographs - Photos may exist for this station.
 NF1554
 NF1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1554
 NF1554. The following values were computed from the NAD 83(1994) position.
 NF1554
 NF1554;                    North         East     Units Scale Factor Converg.
 NF1554;SPC MI S     -   134,582.397 3,966,222.455   MT  0.99991148   -0 16 50.2
 NF1554;SPC MI S     -   441,543.30 13,012,540.86   iFT  0.99991148   -0 16 50.2
 NF1554;UTM  16      - 4,731,099.532   681,878.878   MT  1.00000699   +1 30 24.8
 NF1554
 NF1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1554!SPC MI S     -   0.99996233  x   0.99991148  =   0.99987381
 NF1554!UTM  16      -   0.99996233  x   1.00000699  =   0.99996932
 NF1554
 NF1554:                Primary Azimuth Mark                     Grid Az
 NF1554:SPC MI S     -  23007                                    105 42 59.1
 NF1554:UTM  16      -  23007                                    103 55 44.1
 NF1554
 NF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8187831099(NAD 83)
 NF1554
 NF1554|---------------------------------------------------------------------|
 NF1554| PID    Reference Object                     Distance      Geod. Az  |
 NF1554|                                                           dddmmss.s |
 NF1554| NF1521 23007                               APPROX. 3.3 KM 1052608.9 |
 NF1554| CH0591 23027 RM                                           24407     |
 NF1554|---------------------------------------------------------------------|
 NF1554
 NF1554                          SUPERSEDED SURVEY CONTROL
 NF1554
 NF1554  NAD 83(1986)-  42 42 39.11718(N)    084 46 44.47903(W) AD(       ) 2
 NF1554  NAD 27      -  42 42 38.98997(N)    084 46 44.52616(W) AD(       ) 2
 NF1554  NGVD 29 (07/19/86)  274.2    (m)          900.     (f) VERT ANG       
 NF1554
 NF1554.Superseded values are not recommended for survey control.
 NF1554
 NF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1554.See file dsdata.pdf to determine how the superseded data were derived.
 NF1554
 NF1554_MARKER: DD = SURVEY DISK
 NF1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1554_STAMPING: MDSH+T HCM 23027 1976
 NF1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1554+STABILITY: SURFACE MOTION
 NF1554
 NF1554  HISTORY     - Date     Condition        Report By
 NF1554  HISTORY     - 1976     MONUMENTED       MIDH
 NF1554
 NF1554                          STATION DESCRIPTION
 NF1554
 NF1554'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1554'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF EAGLE, 6.3 MI
 NF1554'(10.2 KM) EAST-SOUTHEAST OF HOYTVILLE AND 4.4 MI (7.0 KM)
 NF1554'EAST-NORTHEAST OF NEEDMORE.
 NF1554'
 NF1554'IT IS WEST OF THE CENTERLINE OF ONEIDA ROAD IN FRONT OF ADDRESS 9925.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1555 ***********************************************************************
 NF1555  DESIGNATION -  23028
 NF1555  PID         -  NF1555
 NF1555  STATE/COUNTY-  MI/EATON
 NF1555  COUNTRY     -  US
 NF1555  USGS QUAD   -  NEEDMORE (2017)
 NF1555
 NF1555                         *CURRENT SURVEY CONTROL
 NF1555  ______________________________________________________________________
 NF1555* NAD 83(1994) POSITION- 42 42 43.77863(N) 084 47 19.75960(W)   ADJUSTED
 NF1555* NAVD 88 ORTHO HEIGHT -   271.9   (meters)      892.    (feet) VERTCON3
 NF1555  ______________________________________________________________________
 NF1555  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 NF1555  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 NF1555  HORZ ORDER      -  SECOND
 NF1555
 NF1555.The horizontal coordinates were established by classical geodetic methods
 NF1555.and adjusted by the National Geodetic Survey in February 1997.
 NF1555
 NF1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1555
 NF1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1555.GEOID18 height accuracy estimate available here.
 NF1555
 NF1555.Click photographs - Photos may exist for this station.
 NF1555
 NF1555.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1555
 NF1555. The following values were computed from the NAD 83(1994) position.
 NF1555
 NF1555;                    North         East     Units Scale Factor Converg.
 NF1555;SPC MI S     -   134,730.148 3,965,420.000   MT  0.99991141   -0 17 14.2
 NF1555;SPC MI S     -   442,028.04 13,009,908.14   iFT  0.99991141   -0 17 14.2
 NF1555;UTM  16      - 4,731,222.191   681,072.129   MT  1.00000339   +1 30 01.0
 NF1555
 NF1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1555!SPC MI S     -   0.99996268  x   0.99991141  =   0.99987409
 NF1555!UTM  16      -   0.99996268  x   1.00000339  =   0.99996607
 NF1555
 NF1555:                Primary Azimuth Mark                     Grid Az
 NF1555:SPC MI S     -  23027                                    100 25 57.6
 NF1555:UTM  16      -  23027                                    098 38 42.4
 NF1555
 NF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8107231222(NAD 83)
 NF1555
 NF1555|---------------------------------------------------------------------|
 NF1555| PID    Reference Object                     Distance      Geod. Az  |
 NF1555|                                                           dddmmss.s |
 NF1555| NF1554 23027                               APPROX. 0.8 KM 1000843.4 |
 NF1555| CH0592 23028 RM                                           19121     |
 NF1555|---------------------------------------------------------------------|
 NF1555
 NF1555                          SUPERSEDED SURVEY CONTROL
 NF1555
 NF1555  NAD 83(1986)-  42 42 43.77681(N)    084 47 19.77742(W) AD(       ) 2
 NF1555  NAD 27      -  42 42 43.64978(N)    084 47 19.82351(W) AD(       ) 2
 NF1555  NGVD 29 (07/19/86)  272.0    (m)          892.     (f) VERT ANG       
 NF1555
 NF1555.Superseded values are not recommended for survey control.
 NF1555
 NF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1555.See file dsdata.pdf to determine how the superseded data were derived.
 NF1555
 NF1555_MARKER: DD = SURVEY DISK
 NF1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1555_STAMPING: MDSH+T HCM 23028 1976
 NF1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1555+STABILITY: SURFACE MOTION
 NF1555
 NF1555  HISTORY     - Date     Condition        Report By
 NF1555  HISTORY     - 1976     MONUMENTED       MIDH
 NF1555
 NF1555                          STATION DESCRIPTION
 NF1555
 NF1555'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1555'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH OF EAGLE, 5.8 MI
 NF1555'(9.4 KM) EAST-SOUTHEAST OF HOYTVILLE AND 4.0 MI (6.4 KM)
 NF1555'EAST-NORTHEAST OF NEEDMORE.
 NF1555'
 NF1555'IT IS NORTH OF E MOUNT HOPE HIGHWAY IN FRONT OF ADDRESS 2493.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1563 ***********************************************************************
 NF1563  DESIGNATION -  23029
 NF1563  PID         -  NF1563
 NF1563  STATE/COUNTY-  MI/EATON
 NF1563  COUNTRY     -  US
 NF1563  USGS QUAD   -  NEEDMORE (2017)
 NF1563
 NF1563                         *CURRENT SURVEY CONTROL
 NF1563  ______________________________________________________________________
 NF1563* NAD 83(1994) POSITION- 42 42 42.86706(N) 084 48 21.22296(W)   ADJUSTED
 NF1563* NAVD 88 ORTHO HEIGHT -   273.8   (meters)      898.    (feet) VERTCON3
 NF1563  ______________________________________________________________________
 NF1563  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 NF1563  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 NF1563  HORZ ORDER      -  SECOND
 NF1563
 NF1563.The horizontal coordinates were established by classical geodetic methods
 NF1563.and adjusted by the National Geodetic Survey in February 1997.
 NF1563
 NF1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1563
 NF1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1563.GEOID18 height accuracy estimate available here.
 NF1563
 NF1563.Click photographs - Photos may exist for this station.
 NF1563
 NF1563.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1563
 NF1563. The following values were computed from the NAD 83(1994) position.
 NF1563
 NF1563;                    North         East     Units Scale Factor Converg.
 NF1563;SPC MI S     -   134,709.176 3,964,021.353   MT  0.99991142   -0 17 56.1
 NF1563;SPC MI S     -   441,959.24 13,005,319.40   iFT  0.99991142   -0 17 56.1
 NF1563;UTM  16      - 4,731,157.594   679,674.693   MT  0.99999719   +1 29 19.3
 NF1563
 NF1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1563!SPC MI S     -   0.99996238  x   0.99991142  =   0.99987380
 NF1563!UTM  16      -   0.99996238  x   0.99999719  =   0.99995957
 NF1563
 NF1563:                Primary Azimuth Mark                     Grid Az
 NF1563:SPC MI S     -  BORSUM                                   088 25 04.9
 NF1563:UTM  16      -  BORSUM                                   086 37 49.5
 NF1563
 NF1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7967431157(NAD 83)
 NF1563
 NF1563|---------------------------------------------------------------------|
 NF1563| PID    Reference Object                     Distance      Geod. Az  |
 NF1563|                                                           dddmmss.s |
 NF1563| NF1118 BORSUM                              APPROX. 0.7 KM 0880708.8 |
 NF1563| CH0593 23029 RM                                           26631     |
 NF1563|---------------------------------------------------------------------|
 NF1563
 NF1563                          SUPERSEDED SURVEY CONTROL
 NF1563
 NF1563  NAD 83(1986)-  42 42 42.86524(N)    084 48 21.24077(W) AD(       ) 2
 NF1563  NAD 27      -  42 42 42.73845(N)    084 48 21.28473(W) AD(       ) 2
 NF1563  NGVD 29 (07/19/86)  273.9    (m)          899.     (f) VERT ANG       
 NF1563
 NF1563.Superseded values are not recommended for survey control.
 NF1563
 NF1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1563.See file dsdata.pdf to determine how the superseded data were derived.
 NF1563
 NF1563_MARKER: DD = SURVEY DISK
 NF1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1563_STAMPING: MDSH+T HCM 23029 1976
 NF1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1563+STABILITY: SURFACE MOTION
 NF1563
 NF1563  HISTORY     - Date     Condition        Report By
 NF1563  HISTORY     - 1976     MONUMENTED       MIDH
 NF1563
 NF1563                          STATION DESCRIPTION
 NF1563
 NF1563'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1563'THE MARK IS LOCATED ABOUT 6.7 MI (10.7 KM) SOUTH OF EAGLE, 5.0 MI
 NF1563'(8.1 KM) EAST-SOUTHEAST OF HOYTVILLE AND 3.2 MI (5.2 KM) NORTHEAST OF
 NF1563'NEEDMORE.
 NF1563'
 NF1563'IT IS SOUTH OF THE CENTERLINE OF E MOUNT HOPE HIGHWAY AT THE WEST EDGE
 NF1563'OF A DRIVEWAY IN FRONT OF ADDRESS 1640.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1565 ***********************************************************************
 NF1565  DESIGNATION -  23030
 NF1565  PID         -  NF1565
 NF1565  STATE/COUNTY-  MI/EATON
 NF1565  COUNTRY     -  US
 NF1565  USGS QUAD   -  NEEDMORE (2017)
 NF1565
 NF1565                         *CURRENT SURVEY CONTROL
 NF1565  ______________________________________________________________________
 NF1565* NAD 83(1994) POSITION- 42 42 29.01546(N) 084 49 05.62460(W)   ADJUSTED
 NF1565* NAVD 88 ORTHO HEIGHT -   271.8   (meters)      892.    (feet) VERTCON3
 NF1565  ______________________________________________________________________
 NF1565  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 NF1565  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 NF1565  HORZ ORDER      -  SECOND
 NF1565
 NF1565.The horizontal coordinates were established by classical geodetic methods
 NF1565.and adjusted by the National Geodetic Survey in February 1997.
 NF1565
 NF1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1565
 NF1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1565.GEOID18 height accuracy estimate available here.
 NF1565
 NF1565.Click photographs - Photos may exist for this station.
 NF1565
 NF1565.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1565
 NF1565. The following values were computed from the NAD 83(1994) position.
 NF1565
 NF1565;                    North         East     Units Scale Factor Converg.
 NF1565;SPC MI S     -   134,287.139 3,963,008.770   MT  0.99991163   -0 18 26.3
 NF1565;SPC MI S     -   440,574.60 13,001,997.28   iFT  0.99991163   -0 18 26.3
 NF1565;UTM  16      - 4,730,704.138   678,675.684   MT  0.99999278   +1 28 48.7
 NF1565
 NF1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1565!SPC MI S     -   0.99996269  x   0.99991163  =   0.99987433
 NF1565!UTM  16      -   0.99996269  x   0.99999278  =   0.99995547
 NF1565
 NF1565:                Primary Azimuth Mark                     Grid Az
 NF1565:SPC MI S     -  23029                                    067 22 26.4
 NF1565:UTM  16      -  23029                                    065 35 11.4
 NF1565
 NF1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7867530704(NAD 83)
 NF1565
 NF1565|---------------------------------------------------------------------|
 NF1565| PID    Reference Object                     Distance      Geod. Az  |
 NF1565|                                                           dddmmss.s |
 NF1565| NF1563 23029                               APPROX. 1.1 KM 0670400.1 |
 NF1565| CH0594 23030 RM                                           17511     |
 NF1565|---------------------------------------------------------------------|
 NF1565
 NF1565                          SUPERSEDED SURVEY CONTROL
 NF1565
 NF1565  NAD 83(1986)-  42 42 29.01365(N)    084 49 05.64239(W) AD(       ) 2
 NF1565  NAD 27      -  42 42 28.88706(N)    084 49 05.68472(W) AD(       ) 2
 NF1565  NGVD 29 (07/19/86)  271.9    (m)          892.     (f) VERT ANG       
 NF1565
 NF1565.Superseded values are not recommended for survey control.
 NF1565
 NF1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1565.See file dsdata.pdf to determine how the superseded data were derived.
 NF1565
 NF1565_MARKER: DD = SURVEY DISK
 NF1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1565_STAMPING: MDSH+T HCM 23030 1976
 NF1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1565+STABILITY: SURFACE MOTION
 NF1565
 NF1565  HISTORY     - Date     Condition        Report By
 NF1565  HISTORY     - 1976     MONUMENTED       MIDH
 NF1565
 NF1565                          STATION DESCRIPTION
 NF1565
 NF1565'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1565'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF EAGLE,
 NF1565'4.6 MI (7.4 KM) EAST-SOUTHEAST OF HOYTVILLE AND 2.6 MI (4.1 KM)
 NF1565'NORTHEAST OF NEEDMORE.
 NF1565'
 NF1565'IT IS EAST OF THE CENTERLINE OF BENTON ROAD IN FRONT OF ADDRESS 9726.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1566 ***********************************************************************
 NF1566  DESIGNATION -  23031
 NF1566  PID         -  NF1566
 NF1566  STATE/COUNTY-  MI/EATON
 NF1566  COUNTRY     -  US
 NF1566  USGS QUAD   -  NEEDMORE (2017)
 NF1566
 NF1566                         *CURRENT SURVEY CONTROL
 NF1566  ______________________________________________________________________
 NF1566* NAD 83(1994) POSITION- 42 41 51.08305(N) 084 49 06.11546(W)   ADJUSTED
 NF1566* NAVD 88 ORTHO HEIGHT -   269.6   (meters)      885.    (feet) VERTCON3
 NF1566  ______________________________________________________________________
 NF1566  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 NF1566  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 NF1566  HORZ ORDER      -  SECOND
 NF1566
 NF1566.The horizontal coordinates were established by classical geodetic methods
 NF1566.and adjusted by the National Geodetic Survey in February 1997.
 NF1566
 NF1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1566
 NF1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1566.GEOID18 height accuracy estimate available here.
 NF1566
 NF1566.Click photographs - Photos may exist for this station.
 NF1566
 NF1566.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1566
 NF1566. The following values were computed from the NAD 83(1994) position.
 NF1566
 NF1566;                    North         East     Units Scale Factor Converg.
 NF1566;SPC MI S     -   133,116.820 3,962,991.321   MT  0.99991221   -0 18 26.6
 NF1566;SPC MI S     -   436,734.97 13,001,940.03   iFT  0.99991221   -0 18 26.6
 NF1566;UTM  16      - 4,729,533.749   678,694.747   MT  0.99999287   +1 28 47.3
 NF1566
 NF1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1566!SPC MI S     -   0.99996304  x   0.99991221  =   0.99987525
 NF1566!UTM  16      -   0.99996304  x   0.99999287  =   0.99995591
 NF1566
 NF1566:                Primary Azimuth Mark                     Grid Az
 NF1566:SPC MI S     -  23030                                    000 51 15.0
 NF1566:UTM  16      -  23030                                    359 04 01.1
 NF1566
 NF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7869429533(NAD 83)
 NF1566
 NF1566|---------------------------------------------------------------------|
 NF1566| PID    Reference Object                     Distance      Geod. Az  |
 NF1566|                                                           dddmmss.s |
 NF1566| NF1565 23030                               APPROX. 1.2 KM 0003248.4 |
 NF1566| CH0595 23031 RM                                           33053     |
 NF1566|---------------------------------------------------------------------|
 NF1566
 NF1566                          SUPERSEDED SURVEY CONTROL
 NF1566
 NF1566  NAD 83(1986)-  42 41 51.08130(N)    084 49 06.13324(W) AD(       ) 2
 NF1566  NAD 27      -  42 41 50.95455(N)    084 49 06.17592(W) AD(       ) 2
 NF1566  NGVD 29 (07/19/86)  269.7    (m)          885.     (f) VERT ANG       
 NF1566
 NF1566.Superseded values are not recommended for survey control.
 NF1566
 NF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1566.See file dsdata.pdf to determine how the superseded data were derived.
 NF1566
 NF1566_MARKER: DD = SURVEY DISK
 NF1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1566_STAMPING: MDSH+T HCM 23031 1976
 NF1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1566+STABILITY: SURFACE MOTION
 NF1566
 NF1566  HISTORY     - Date     Condition        Report By
 NF1566  HISTORY     - 1976     MONUMENTED       MIDH
 NF1566
 NF1566                          STATION DESCRIPTION
 NF1566
 NF1566'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1566'THE MARK IS LOCATED ABOUT 7.8 MI (12.5 KM) SOUTH-SOUTHWEST OF EAGLE,
 NF1566'5.0 MI (8.0 KM) SOUTHEAST OF HOYTVILLE AND 2.2 MI (3.5 KM)
 NF1566'EAST-NORTHEAST OF NEEDMORE.
 NF1566'
 NF1566'IT IS IN THE NORTHWEST ANGLE OF THE INTERSECTION OF BENTON ROAD AND
 NF1566'STRANGE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1564 ***********************************************************************
 NF1564  DESIGNATION -  23032
 NF1564  PID         -  NF1564
 NF1564  STATE/COUNTY-  MI/EATON
 NF1564  COUNTRY     -  US
 NF1564  USGS QUAD   -  NEEDMORE (2017)
 NF1564
 NF1564                         *CURRENT SURVEY CONTROL
 NF1564  ______________________________________________________________________
 NF1564* NAD 83(1994) POSITION- 42 41 51.01746(N) 084 48 35.70659(W)   ADJUSTED
 NF1564* NAVD 88 ORTHO HEIGHT -   279.1   (meters)      916.    (feet) VERTCON3
 NF1564  ______________________________________________________________________
 NF1564  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 NF1564  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 NF1564  HORZ ORDER      -  SECOND
 NF1564
 NF1564.The horizontal coordinates were established by classical geodetic methods
 NF1564.and adjusted by the National Geodetic Survey in February 1997.
 NF1564
 NF1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1564
 NF1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1564.GEOID18 height accuracy estimate available here.
 NF1564
 NF1564.Click photographs - Photos may exist for this station.
 NF1564
 NF1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1564
 NF1564. The following values were computed from the NAD 83(1994) position.
 NF1564
 NF1564;                    North         East     Units Scale Factor Converg.
 NF1564;SPC MI S     -   133,111.118 3,963,683.378   MT  0.99991221   -0 18 05.9
 NF1564;SPC MI S     -   436,716.27 13,004,210.56   iFT  0.99991221   -0 18 05.9
 NF1564;UTM  16      - 4,729,549.635   679,386.702   MT  0.99999592   +1 29 08.0
 NF1564
 NF1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1564!SPC MI S     -   0.99996155  x   0.99991221  =   0.99987376
 NF1564!UTM  16      -   0.99996155  x   0.99999592  =   0.99995747
 NF1564
 NF1564:                Primary Azimuth Mark                     Grid Az
 NF1564:SPC MI S     -  23031                                    270 28 19.4
 NF1564:UTM  16      -  23031                                    268 41 05.5
 NF1564
 NF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7938629549(NAD 83)
 NF1564
 NF1564|---------------------------------------------------------------------|
 NF1564| PID    Reference Object                     Distance      Geod. Az  |
 NF1564|                                                           dddmmss.s |
 NF1564| CH0596 23032 RM                                           18701     |
 NF1564| NF1566 23031                               APPROX. 0.7 KM 2701013.5 |
 NF1564|---------------------------------------------------------------------|
 NF1564
 NF1564                          SUPERSEDED SURVEY CONTROL
 NF1564
 NF1564  NAD 83(1986)-  42 41 51.01572(N)    084 48 35.72439(W) AD(       ) 2
 NF1564  NAD 27      -  42 41 50.88878(N)    084 48 35.76781(W) AD(       ) 2
 NF1564  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 NF1564
 NF1564.Superseded values are not recommended for survey control.
 NF1564
 NF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1564.See file dsdata.pdf to determine how the superseded data were derived.
 NF1564
 NF1564_MARKER: DB = BENCH MARK DISK
 NF1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1564_STAMPING: MDSH+T HCM 23032 1976
 NF1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1564+STABILITY: SURFACE MOTION
 NF1564
 NF1564  HISTORY     - Date     Condition        Report By
 NF1564  HISTORY     - 1976     MONUMENTED       MIDH
 NF1564
 NF1564                          STATION DESCRIPTION
 NF1564
 NF1564'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1564'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF EAGLE, 5.3 MI
 NF1564'(8.6 KM) SOUTHEAST OF HOYTVILLE AND 2.5 MI (4.1 KM) EAST-NORTHEAST OF
 NF1564'NEEDMORE.
 NF1564'
 NF1564'IT IS NORTH OF THE CENTERLINE OF STRANGE HIGHWAY IN FRONT OF ADDRESS
 NF1564'1451.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1561 ***********************************************************************
 NF1561  DESIGNATION -  23033
 NF1561  PID         -  NF1561
 NF1561  STATE/COUNTY-  MI/EATON
 NF1561  COUNTRY     -  US
 NF1561  USGS QUAD   -  NEEDMORE (2017)
 NF1561
 NF1561                         *CURRENT SURVEY CONTROL
 NF1561  ______________________________________________________________________
 NF1561* NAD 83(1994) POSITION- 42 41 40.67333(N) 084 47 54.86928(W)   ADJUSTED
 NF1561* NAVD 88 ORTHO HEIGHT -   284.5   (meters)      933.    (feet) VERTCON3
 NF1561  ______________________________________________________________________
 NF1561  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 NF1561  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 NF1561  HORZ ORDER      -  SECOND
 NF1561
 NF1561.The horizontal coordinates were established by classical geodetic methods
 NF1561.and adjusted by the National Geodetic Survey in February 1997.
 NF1561
 NF1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1561
 NF1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1561.GEOID18 height accuracy estimate available here.
 NF1561
 NF1561.Click photographs - Photos may exist for this station.
 NF1561
 NF1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1561
 NF1561. The following values were computed from the NAD 83(1994) position.
 NF1561
 NF1561;                    North         East     Units Scale Factor Converg.
 NF1561;SPC MI S     -   132,787.126 3,964,611.147   MT  0.99991237   -0 17 38.1
 NF1561;SPC MI S     -   435,653.30 13,007,254.42   iFT  0.99991237   -0 17 38.1
 NF1561;UTM  16      - 4,729,254.709   680,324.205   MT  1.00000007   +1 29 35.4
 NF1561
 NF1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1561!SPC MI S     -   0.99996070  x   0.99991237  =   0.99987308
 NF1561!UTM  16      -   0.99996070  x   1.00000007  =   0.99996077
 NF1561
 NF1561:                Primary Azimuth Mark                     Grid Az
 NF1561:SPC MI S     -  23005 AZ MK                              182 21 58.6
 NF1561:UTM  16      -  23005 AZ MK                              180 34 45.1
 NF1561
 NF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8032429254(NAD 83)
 NF1561
 NF1561|---------------------------------------------------------------------|
 NF1561| PID    Reference Object                     Distance      Geod. Az  |
 NF1561|                                                           dddmmss.s |
 NF1561| CH0597 23033 RM                                           17723     |
 NF1561| NF1562 23005 AZ MK                         APPROX. 1.3 KM 1820420.5 |
 NF1561|---------------------------------------------------------------------|
 NF1561
 NF1561                          SUPERSEDED SURVEY CONTROL
 NF1561
 NF1561  NAD 83(1986)-  42 41 40.67161(N)    084 47 54.88713(W) AD(       ) 2
 NF1561  NAD 27      -  42 41 40.54421(N)    084 47 54.93186(W) AD(       ) 2
 NF1561  NGVD 29 (07/19/86)  284.6    (m)          934.     (f) VERT ANG       
 NF1561
 NF1561.Superseded values are not recommended for survey control.
 NF1561
 NF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1561.See file dsdata.pdf to determine how the superseded data were derived.
 NF1561
 NF1561_MARKER: DB = BENCH MARK DISK
 NF1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1561_STAMPING: MDSH+T HCM 23033 1976
 NF1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1561+STABILITY: SURFACE MOTION
 NF1561
 NF1561  HISTORY     - Date     Condition        Report By
 NF1561  HISTORY     - 1976     MONUMENTED       MIDH
 NF1561
 NF1561                          STATION DESCRIPTION
 NF1561
 NF1561'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1561'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF EAGLE, 5.9 MI
 NF1561'(9.5 KM) EAST-SOUTHEAST OF HOYTVILLE AND 3.0 MI (4.9 KM)
 NF1561'EAST-NORTHEAST OF NEEDMORE.
 NF1561'
 NF1561'IT IS EAST OF THE CENTERLINE OF OTTO ROAD IN FRONT OF ADDRESS 8806 AT
 NF1561'THE EDGE OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1575 ***********************************************************************
 NF1575  DESIGNATION -  23034
 NF1575  PID         -  NF1575
 NF1575  STATE/COUNTY-  MI/EATON
 NF1575  COUNTRY     -  US
 NF1575  USGS QUAD   -  CHARLOTTE (2017)
 NF1575
 NF1575                         *CURRENT SURVEY CONTROL
 NF1575  ______________________________________________________________________
 NF1575* NAD 83(1994) POSITION- 42 37 07.13939(N) 084 49 02.57664(W)   ADJUSTED
 NF1575* NAVD 88 ORTHO HEIGHT -   284.0   (meters)      932.    (feet) VERTCON3
 NF1575  ______________________________________________________________________
 NF1575  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 NF1575  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 NF1575  HORZ ORDER      -  SECOND
 NF1575
 NF1575.The horizontal coordinates were established by classical geodetic methods
 NF1575.and adjusted by the National Geodetic Survey in February 1997.
 NF1575
 NF1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1575
 NF1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1575.GEOID18 height accuracy estimate available here.
 NF1575
 NF1575.Click photographs - Photos may exist for this station.
 NF1575
 NF1575.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1575
 NF1575. The following values were computed from the NAD 83(1994) position.
 NF1575
 NF1575;                    North         East     Units Scale Factor Converg.
 NF1575;SPC MI S     -   124,355.542 3,963,024.960   MT  0.99991763   -0 18 24.2
 NF1575;SPC MI S     -   407,990.62 13,002,050.39   iFT  0.99991763   -0 18 24.2
 NF1575;UTM  16      - 4,720,777.087   679,001.469   MT  0.99999422   +1 28 41.8
 NF1575
 NF1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1575!SPC MI S     -   0.99996079  x   0.99991763  =   0.99987842
 NF1575!UTM  16      -   0.99996079  x   0.99999422  =   0.99995501
 NF1575
 NF1575:                Primary Azimuth Mark                     Grid Az
 NF1575:SPC MI S     -  GIDNER                                   083 22 39.3
 NF1575:UTM  16      -  GIDNER                                   081 35 33.3
 NF1575
 NF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7900120777(NAD 83)
 NF1575
 NF1575|---------------------------------------------------------------------|
 NF1575| PID    Reference Object                     Distance      Geod. Az  |
 NF1575|                                                           dddmmss.s |
 NF1575| NF1569 GIDNER                              APPROX. 2.2 KM 0830415.1 |
 NF1575| CH0598 23034 RM 1                           13.859 METERS 17930     |
 NF1575|---------------------------------------------------------------------|
 NF1575
 NF1575                          SUPERSEDED SURVEY CONTROL
 NF1575
 NF1575  NAD 83(1986)-  42 37 07.13778(N)    084 49 02.59416(W) AD(       ) 2
 NF1575  NAD 27      -  42 37 07.00845(N)    084 49 02.63974(W) AD(       ) 2
 NF1575  NGVD 29 (07/19/86)  284.1    (m)          932.     (f) VERT ANG       
 NF1575
 NF1575.Superseded values are not recommended for survey control.
 NF1575
 NF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1575.See file dsdata.pdf to determine how the superseded data were derived.
 NF1575
 NF1575_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1575_STAMPING: 23034 1977
 NF1575_MARK LOGO: MIDH
 NF1575_PROJECTION: FLUSH
 NF1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1575+STABILITY: SURFACE MOTION
 NF1575
 NF1575  HISTORY     - Date     Condition        Report By
 NF1575  HISTORY     - 1977     MONUMENTED       MIDH
 NF1575  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1575
 NF1575                          STATION DESCRIPTION
 NF1575
 NF1575'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1575'THE STATION IS ABOUT 4.0 MILES NORTHEAST OF CHARLOTTE, 9.4 MILES
 NF1575'SOUTH SOUTHWEST GRAND LEDGE, 4.2 MILES WEST OF POTTERVILLE, LOCATED ON
 NF1575'COUNTY ROADS RIGHT OF WAY IN THE SOUTHWEST 1/4 OF SECTION 29, T3N, R4W
 NF1575'
 NF1575'TO REACH STATION FROM THE COURTHOUSE IN CHARLOTTE  GO NORTH ON COCHRAN
 NF1575'ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND KINSEL
 NF1575'HIGHWAY, TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 1.0 MILE TO THE
 NF1575'INTERSECTION OF KINSEL HIGHWAY AND BENTON ROAD.  TURN LEFT AND GO
 NF1575'NORTH ON BENTON ROAD 1.5 MILES TO STATION ON THE RIGHT, AS DESCRIBED.
 NF1575'
 NF1575'STATION MARK IS A STANDARD MIDH DISK STAMPED---23034 1977---.  THE
 NF1575'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1575'MONUMENT FLUSH WITH GROUND SURFACE.  IT IS 6.8 FEET NORTHWEST OF A 5
 NF1575'INCH ELM TREE, 50.8 FEET SOUTHEAST OF A POWER POLE, 15.7 FEET
 NF1575'SOUTHWEST OF A 6 INCH ELM TREE, 13.6 FEET EAST OF THE CENTERLINE OF
 NF1575'BENTON ROAD, AND 3.0 FEET NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1575'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW
 NF1575'THE GROUND SURFACE.
 NF1575'
 NF1575'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23034 1977 1---AND
 NF1575'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1575'GROUND SURFACE.  IT IS 82.4 FEET SOUTHEAST OF A POWER POLE, 39.6 FEET
 NF1575'SOUTHWEST OF A 5 INCH ELM, 13.8 FEET EAST OF CENTERLINE BENTON ROAD,
 NF1575'AND 2.8 FEET NORTHWEST OF A STEEL WITNESS POST.
 NF1575
 NF1575                          STATION RECOVERY (1997)
 NF1575
 NF1575'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1576 ***********************************************************************
 NF1576  DESIGNATION -  23035
 NF1576  PID         -  NF1576
 NF1576  STATE/COUNTY-  MI/EATON
 NF1576  COUNTRY     -  US
 NF1576  USGS QUAD   -  CHARLOTTE (2017)
 NF1576
 NF1576                         *CURRENT SURVEY CONTROL
 NF1576  ______________________________________________________________________
 NF1576* NAD 83(1994) POSITION- 42 36 02.37301(N) 084 49 03.30107(W)   ADJUSTED
 NF1576* NAVD 88 ORTHO HEIGHT -   283.2   (meters)      929.    (feet) VERTCON3
 NF1576  ______________________________________________________________________
 NF1576  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 NF1576  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 NF1576  HORZ ORDER      -  SECOND
 NF1576
 NF1576.The horizontal coordinates were established by classical geodetic methods
 NF1576.and adjusted by the National Geodetic Survey in February 1997.
 NF1576
 NF1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1576
 NF1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1576.GEOID18 height accuracy estimate available here.
 NF1576
 NF1576.Click photographs - Photos may exist for this station.
 NF1576
 NF1576.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1576
 NF1576. The following values were computed from the NAD 83(1994) position.
 NF1576
 NF1576;                    North         East     Units Scale Factor Converg.
 NF1576;SPC MI S     -   122,357.327 3,962,997.749   MT  0.99991913   -0 18 24.7
 NF1576;SPC MI S     -   401,434.80 13,001,961.12   iFT  0.99991913   -0 18 24.7
 NF1576;UTM  16      - 4,718,778.842   679,036.508   MT  0.99999438   +1 28 39.5
 NF1576
 NF1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1576!SPC MI S     -   0.99996092  x   0.99991913  =   0.99988005
 NF1576!UTM  16      -   0.99996092  x   0.99999438  =   0.99995530
 NF1576
 NF1576:                Primary Azimuth Mark                     Grid Az
 NF1576:SPC MI S     -  23036                                    228 55 35.7
 NF1576:UTM  16      -  23036                                    227 08 31.5
 NF1576
 NF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7903618778(NAD 83)
 NF1576
 NF1576|---------------------------------------------------------------------|
 NF1576| PID    Reference Object                     Distance      Geod. Az  |
 NF1576|                                                           dddmmss.s |
 NF1576| CH0599 23035 RM 1                           14.484 METERS 18002     |
 NF1576| NF1578 23036                               APPROX. 0.6 KM 2283711.0 |
 NF1576|---------------------------------------------------------------------|
 NF1576
 NF1576                          SUPERSEDED SURVEY CONTROL
 NF1576
 NF1576  NAD 83(1986)-  42 36 02.37146(N)    084 49 03.31842(W) AD(       ) 2
 NF1576  NAD 27      -  42 36 02.24104(N)    084 49 03.36463(W) AD(       ) 2
 NF1576  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 NF1576
 NF1576.Superseded values are not recommended for survey control.
 NF1576
 NF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1576.See file dsdata.pdf to determine how the superseded data were derived.
 NF1576
 NF1576_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1576_STAMPING: 23035 1977
 NF1576_MARK LOGO: MIDH
 NF1576_PROJECTION: FLUSH
 NF1576_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1576+STABILITY: SURFACE MOTION
 NF1576
 NF1576  HISTORY     - Date     Condition        Report By
 NF1576  HISTORY     - 1977     MONUMENTED       MIDH
 NF1576  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1576
 NF1576                          STATION DESCRIPTION
 NF1576
 NF1576'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1576'THE STATION IS ABOUT 1.3 MILES NORTH OF CHARLOTTE, 10.5 MILES SOUTH
 NF1576'SOUTHWEST OF GRANDLEDGE, AND 4.0 MILES WEST SOUTHWEST OF POTTERVILLE,
 NF1576'LOCATED ON COUNTY ROAD RIGHT OF WAY IN THE SOUTHEAST 1/4 OF SECTION
 NF1576'31, T3N, R4W.
 NF1576'
 NF1576'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1576'COCHRAN ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND
 NF1576'KINSEL HIGHWAY, TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 1.0 MILE TO
 NF1576'THE INTERSECTION OF KINSEL HIGHWAY AND BENTON ROAD, TURN LEFT AND GO
 NF1576'NORTH ON BENTON ROAD 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1576'
 NF1576'STATION MARK IS A STANDARD MIDH DISK STAMPED---23035 1977---.  THE
 NF1576'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1576'MONUMENT, FLUSH WITH GROUND SURFACE.  IT IS 106.2 FEET SOUTHEAST OF A
 NF1576'POWER POLE, 45.3 FEET NORTHWEST OF A WOOD ANCHOR POST, 13.1 FEET WEST
 NF1576'OF THE CENTERLINE OF BENTON ROAD, AND 3.6 FEET SOUTHEAST OF A STEEL
 NF1576'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 NF1576'CONCRETE 4.0 FEET BELOW GROUND SURFACE.
 NF1576'
 NF1576'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23035 1977 1---AND
 NF1576'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH
 NF1576'GROUND SURFACE.  IT IS 153.5 FEET SOUTHEAST OF A POWER POLE, 49.8 FEET
 NF1576'SOUTHWEST OF A WOOD ANCHOR POST, 13.4 FEET WEST OF CENTERLINE BENTON
 NF1576'ROAD, AND 2.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1576
 NF1576                          STATION RECOVERY (1997)
 NF1576
 NF1576'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1576'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1578 ***********************************************************************
 NF1578  DESIGNATION -  23036
 NF1578  PID         -  NF1578
 NF1578  STATE/COUNTY-  MI/EATON
 NF1578  COUNTRY     -  US
 NF1578  USGS QUAD   -  CHARLOTTE (2017)
 NF1578
 NF1578                         *CURRENT SURVEY CONTROL
 NF1578  ______________________________________________________________________
 NF1578* NAD 83(1994) POSITION- 42 35 49.24501(N) 084 49 23.46912(W)   ADJUSTED
 NF1578* NAVD 88 ORTHO HEIGHT -   279.1   (meters)      916.    (feet) VERTCON3
 NF1578  ______________________________________________________________________
 NF1578  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 NF1578  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 NF1578  HORZ ORDER      -  SECOND
 NF1578
 NF1578.The horizontal coordinates were established by classical geodetic methods
 NF1578.and adjusted by the National Geodetic Survey in February 1997.
 NF1578
 NF1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1578
 NF1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1578.GEOID18 height accuracy estimate available here.
 NF1578
 NF1578.Click photographs - Photos may exist for this station.
 NF1578
 NF1578.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1578
 NF1578. The following values were computed from the NAD 83(1994) position.
 NF1578
 NF1578;                    North         East     Units Scale Factor Converg.
 NF1578;SPC MI S     -   121,954.753 3,962,535.838   MT  0.99991945   -0 18 38.4
 NF1578;SPC MI S     -   400,114.02 13,000,445.66   iFT  0.99991945   -0 18 38.4
 NF1578;UTM  16      - 4,718,362.049   678,587.323   MT  0.99999240   +1 28 25.5
 NF1578
 NF1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1578!SPC MI S     -   0.99996156  x   0.99991945  =   0.99988101
 NF1578!UTM  16      -   0.99996156  x   0.99999240  =   0.99995396
 NF1578
 NF1578:                Primary Azimuth Mark                     Grid Az
 NF1578:SPC MI S     -  23035                                    048 55 35.7
 NF1578:UTM  16      -  23035                                    047 08 31.8
 NF1578
 NF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7858718362(NAD 83)
 NF1578
 NF1578|---------------------------------------------------------------------|
 NF1578| PID    Reference Object                     Distance      Geod. Az  |
 NF1578|                                                           dddmmss.s |
 NF1578| NF1576 23035                               APPROX. 0.6 KM 0483657.3 |
 NF1578| CH0600 23036 RM 1                            8.937 METERS 08335     |
 NF1578|---------------------------------------------------------------------|
 NF1578
 NF1578                          SUPERSEDED SURVEY CONTROL
 NF1578
 NF1578  NAD 83(1986)-  42 35 49.24347(N)    084 49 23.48636(W) AD(       ) 2
 NF1578  NAD 27      -  42 35 49.11275(N)    084 49 23.53274(W) AD(       ) 2
 NF1578  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 NF1578
 NF1578.Superseded values are not recommended for survey control.
 NF1578
 NF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1578.See file dsdata.pdf to determine how the superseded data were derived.
 NF1578
 NF1578_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1578_STAMPING: 23036 1977
 NF1578_MARK LOGO: MIDH
 NF1578_PROJECTION: FLUSH
 NF1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1578+STABILITY: SURFACE MOTION
 NF1578
 NF1578  HISTORY     - Date     Condition        Report By
 NF1578  HISTORY     - 1977     MONUMENTED       MIDH
 NF1578  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1578
 NF1578                          STATION DESCRIPTION
 NF1578
 NF1578'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1578'THE STATION IS ABOUT 4.3 MILES SOUTHWEST OF THE WEST LIMITS OF
 NF1578'POTTERVILLE, 10.8 MILES SOUTH SOUTHWEST OF THE SOUTH LIMITS OF GRAND
 NF1578'LEDGE, AND 1.0 MILE NORTH NORTHEAST OF THE NORTH LIMITS OF CHARLOTTE.
 NF1578'IT IS LOCATED IN COUNTY ROAD RIGHT OF WAY IN THE SOUTHEAST QUARTER OF
 NF1578'SECTION 31, T3N, R4W.
 NF1578'
 NF1578'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1578'COCHRAN ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND
 NF1578'KINSEL HIGHWAY.  TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 0.7 MILE TO
 NF1578'THE STATION ON THE LEFT AS DESCRIBED.
 NF1578'
 NF1578'STATION MARK IS A STANDARD MIDH DISK STAMPED---23036 1977---.  THE
 NF1578'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1578'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 7.0 FEET SOUTHWEST OF
 NF1578'AN 8 INCH WALNUT, 39.9 FEET WEST OF A 9 INCH MAPLE, 13.5 FEET NORTH OF
 NF1578'THE CENTERLINE OF KINSEL HIGHWAY AND 3.0 FEET WEST OF A STEEL WITNESS
 NF1578'POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 4
 NF1578'FEET BELOW THE GROUND SURFACE.
 NF1578'
 NF1578'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23036 1977 1---AND
 NF1578'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1578'THE GROUND SURFACE.  IT IS 27.0 FEET SOUTHEAST OF AN 8 INCH WALNUT,
 NF1578'10.7 FEET NORTHWEST OF A 9 IN MAPLE, 16.1 FEET NORTH OF THE CENTERLINE
 NF1578'OF KINSEL HIGHWAY, AND 4.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1578
 NF1578                          STATION RECOVERY (1997)
 NF1578
 NF1578'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1579 ***********************************************************************
 NF1579  DESIGNATION -  23037
 NF1579  PID         -  NF1579
 NF1579  STATE/COUNTY-  MI/EATON
 NF1579  COUNTRY     -  US
 NF1579  USGS QUAD   -  CHARLOTTE (2017)
 NF1579
 NF1579                         *CURRENT SURVEY CONTROL
 NF1579  ______________________________________________________________________
 NF1579* NAD 83(1994) POSITION- 42 34 46.41598(N) 084 49 37.76282(W)   ADJUSTED
 NF1579* NAVD 88 ORTHO HEIGHT -   273.1   (meters)      896.    (feet) VERTCON3
 NF1579  ______________________________________________________________________
 NF1579  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 NF1579  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 NF1579  HORZ ORDER      -  SECOND
 NF1579
 NF1579.The horizontal coordinates were established by classical geodetic methods
 NF1579.and adjusted by the National Geodetic Survey in February 1997.
 NF1579
 NF1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1579
 NF1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1579.GEOID18 height accuracy estimate available here.
 NF1579
 NF1579.Click photographs - Photos may exist for this station.
 NF1579
 NF1579.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1579
 NF1579. The following values were computed from the NAD 83(1994) position.
 NF1579
 NF1579;                    North         East     Units Scale Factor Converg.
 NF1579;SPC MI S     -   120,018.004 3,962,199.402   MT  0.99992101   -0 18 48.2
 NF1579;SPC MI S     -   393,759.86 12,999,341.87   iFT  0.99992101   -0 18 48.2
 NF1579;UTM  16      - 4,716,415.625   678,311.331   MT  0.99999119   +1 28 14.0
 NF1579
 NF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1579!SPC MI S     -   0.99996250  x   0.99992101  =   0.99988351
 NF1579!UTM  16      -   0.99996250  x   0.99999119  =   0.99995369
 NF1579
 NF1579:                Primary Azimuth Mark                     Grid Az
 NF1579:SPC MI S     -  23038                                    156 39 59.4
 NF1579:UTM  16      -  23038                                    154 52 57.2
 NF1579
 NF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7831116415(NAD 83)
 NF1579
 NF1579|---------------------------------------------------------------------|
 NF1579| PID    Reference Object                     Distance      Geod. Az  |
 NF1579|                                                           dddmmss.s |
 NF1579| CH0601 23037 RM 1                           19.291 METERS 04019     |
 NF1579| NF1577 23038                               APPROX. 1.4 KM 1562111.2 |
 NF1579|---------------------------------------------------------------------|
 NF1579
 NF1579                          SUPERSEDED SURVEY CONTROL
 NF1579
 NF1579  NAD 83(1986)-  42 34 46.41447(N)    084 49 37.77980(W) AD(       ) 2
 NF1579  NAD 27      -  42 34 46.28284(N)    084 49 37.82756(W) AD(       ) 2
 NF1579  NGVD 29 (07/19/86)  273.2    (m)          896.     (f) VERT ANG       
 NF1579
 NF1579.Superseded values are not recommended for survey control.
 NF1579
 NF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1579.See file dsdata.pdf to determine how the superseded data were derived.
 NF1579
 NF1579_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1579_STAMPING: 23037 1977
 NF1579_MARK LOGO: MIDH
 NF1579_PROJECTION: FLUSH
 NF1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1579+STABILITY: SURFACE MOTION
 NF1579
 NF1579  HISTORY     - Date     Condition        Report By
 NF1579  HISTORY     - 1977     MONUMENTED       MIDH
 NF1579  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1579
 NF1579                          STATION DESCRIPTION
 NF1579
 NF1579'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1579'THE STATION IS ABOUT 12.1 MILES SOUTH SOUTHWEST OF GRAND LEDGE, 5.2
 NF1579'MILES SOUTHWEST OF POTTERVILLE, AND 1.2 MILES NORTH NORTHEAST OF THE
 NF1579'COURTHOUSE IN CHARLOTTE.  IT IS LOCATED IN THE RIGHT OF WAY OF THE
 NF1579'GRAND TRUNK WESTERN RAILROAD IN THE NORTHEAST 1/4 SECTION 7, T2N, R4W.
 NF1579'
 NF1579'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1579'COCHRAN ROAD 1.2 MILES, TURN RIGHT AND GO EAST ON PACKARD HIGHWAY
 NF1579'0.6 MILES TO THE INNTERSECTION OF PACKARD HIGHWAY AND GRAND TRUNK
 NF1579'RAILROAD.  WALK SOUTHWEST ALONG RAILROAD TRACKS 1300 FEET TO THE
 NF1579'STATION ON THE RIGHT AS DESCRIBED.
 NF1579'
 NF1579'STATION MARK IS A STANDARD MIDH DISK STAMPED---23037 1977---SET IN THE
 NF1579'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 NF1579'SURFACE.  IT IS 74.3 FEET SOUTHWEST OF A POWER POLE, 67.7 FEET
 NF1579'NORTHEAST OF A POWER POLE, 19.2 FEET NORTH OF CENTER OF MOST WESTERLY
 NF1579'RAILROAD TRACK AND 5.0 FEET SOUTH OF A 4 FOOT WOVEN WIRE FENCE WITH 1
 NF1579'STRAND OF BARBED WIRE AND STEEL POSTS.  THE UNDERGROUND MARK IS SET IN
 NF1579'AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.
 NF1579'
 NF1579'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23037 1977 1---SET
 NF1579'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 NF1579'GROUND SURFACE.  IT IS 137.6 FEET NORTHEAST OF A POWER POLE, 16.0 FEET
 NF1579'NORTH OF THE CENTER OF MOST WESTERLY RAILROAD TRACK, 7.7 FEET SOUTH OF
 NF1579'A 4 FOOT WOVEN WIRE FENCE WITH 1 STRAND BARBED WIRE AND STEEL POSTS,
 NF1579'AND 5.0 FEET SOUTHWEST OF A POWER POLE.
 NF1579
 NF1579                          STATION RECOVERY (1997)
 NF1579
 NF1579'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1577 ***********************************************************************
 NF1577  DESIGNATION -  23038
 NF1577  PID         -  NF1577
 NF1577  STATE/COUNTY-  MI/EATON
 NF1577  COUNTRY     -  US
 NF1577  USGS QUAD   -  CHARLOTTE (2017)
 NF1577
 NF1577                         *CURRENT SURVEY CONTROL
 NF1577  ______________________________________________________________________
 NF1577* NAD 83(1994) POSITION- 42 34 04.34652(N) 084 49 12.84241(W)   ADJUSTED
 NF1577* NAVD 88 ORTHO HEIGHT -   274.2   (meters)      900.    (feet) VERTCON3
 NF1577  ______________________________________________________________________
 NF1577  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 NF1577  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 NF1577  HORZ ORDER      -  SECOND
 NF1577
 NF1577.The horizontal coordinates were established by classical geodetic methods
 NF1577.and adjusted by the National Geodetic Survey in February 1997.
 NF1577
 NF1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1577
 NF1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1577.GEOID18 height accuracy estimate available here.
 NF1577
 NF1577.Click photographs - Photos may exist for this station.
 NF1577
 NF1577.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1577
 NF1577. The following values were computed from the NAD 83(1994) position.
 NF1577
 NF1577;                    North         East     Units Scale Factor Converg.
 NF1577;SPC MI S     -   118,716.912 3,962,760.643   MT  0.99992211   -0 18 31.2
 NF1577;SPC MI S     -   389,491.18 13,001,183.21   iFT  0.99992211   -0 18 31.2
 NF1577;UTM  16      - 4,715,132.542   678,912.843   MT  0.99999384   +1 28 29.7
 NF1577
 NF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1577!SPC MI S     -   0.99996233  x   0.99992211  =   0.99988444
 NF1577!UTM  16      -   0.99996233  x   0.99999384  =   0.99995617
 NF1577
 NF1577:                Primary Azimuth Mark                     Grid Az
 NF1577:SPC MI S     -  23037                                    336 39 59.3
 NF1577:UTM  16      -  23037                                    334 52 58.4
 NF1577
 NF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7891215132(NAD 83)
 NF1577
 NF1577|---------------------------------------------------------------------|
 NF1577| PID    Reference Object                     Distance      Geod. Az  |
 NF1577|                                                           dddmmss.s |
 NF1577| CH0602 23038 RM 1                           10.531 METERS 27824     |
 NF1577| NF1579 23037                               APPROX. 1.4 KM 3362128.1 |
 NF1577|---------------------------------------------------------------------|
 NF1577
 NF1577                          SUPERSEDED SURVEY CONTROL
 NF1577
 NF1577  NAD 83(1986)-  42 34 04.34509(N)    084 49 12.85923(W) AD(       ) 2
 NF1577  NAD 27      -  42 34 04.21231(N)    084 49 12.90900(W) AD(       ) 2
 NF1577  NGVD 29 (07/19/86)  274.3    (m)          900.     (f) VERT ANG       
 NF1577
 NF1577.Superseded values are not recommended for survey control.
 NF1577
 NF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1577.See file dsdata.pdf to determine how the superseded data were derived.
 NF1577
 NF1577_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1577_STAMPING: 23038 1977
 NF1577_MARK LOGO: MIDH
 NF1577_PROJECTION: FLUSH
 NF1577_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1577+STABILITY: SURFACE MOTION
 NF1577
 NF1577  HISTORY     - Date     Condition        Report By
 NF1577  HISTORY     - 1977     MONUMENTED       MIDH
 NF1577  HISTORY     - 19971109 GOOD             USPSQD
 NF1577
 NF1577                          STATION DESCRIPTION
 NF1577
 NF1577'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1577'THE STATION IS ABOUT 5.4 MILES SOUTHWEST OF POTTERVILLE, 12.8 MILES
 NF1577'SOUTH SOUTHWEST OF GRAND LEDGE, AND 0.8 MILES EAST NORTHEAST OF THE
 NF1577'COURTHOUSE IN CHARLOTTE, LOCATED IN THE COUNTY ROAD RIGHT OF WAY, IN
 NF1577'THE SOUTHEAST 1/4 OF SECTION 7, T2N, R4W.
 NF1577'
 NF1577'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO EAST ON
 NF1577'BUSINESS LOOP I69 (LANSING ROAD) 0.6 MILE TO INTERSECTION OF BUSINESS
 NF1577'LOOP I69 AND ISLAND HIGHWAY, TURN RIGHT AND GO EAST ON ISLAND HIGHWAY
 NF1577'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1577'
 NF1577'STATION MARK IS A STANDARD MIDH DISK STAMPED---23038 1977---SET IN THE
 NF1577'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1577'SURFACE.  IT IS 79.2 FEET SOUTHEAST OF THE NORTH CONCRETE BRIDGE RAIL,
 NF1577'56.0 FEET EAST SOUTHEAST OF THE SOUTH CONCRETE BRIDGE RAIL AND 24.4
 NF1577'FEET SOUTH OF CENTERLINE OF ISLAND HIGHWAY.  THE UNDERGROUND MARK IS
 NF1577'SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.
 NF1577'
 NF1577'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23038 1977 1---SET
 NF1577'IN A CONCRETE HEADWALL.  IT IS 56.1 FEET SOUTH SOUTHEAST OF THE EAST
 NF1577'END OF THE NORTH CONCRETE BRIDGE RAIL, 25.6 FEET SOUTH OF THE
 NF1577'CENTERLINE OF ISLAND HIGHWAY AND 21.7 FEET SOUTHEAST OF THE EAST END
 NF1577'OF THE SOUTH CONCRETE BRIDGE RAIL.
 NF1577
 NF1577                          STATION RECOVERY (1997)
 NF1577
 NF1577'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1558 ***********************************************************************
 NF1558  DESIGNATION -  23039
 NF1558  PID         -  NF1558
 NF1558  STATE/COUNTY-  MI/EATON
 NF1558  COUNTRY     -  US
 NF1558  USGS QUAD   -  NEEDMORE (2017)
 NF1558
 NF1558                         *CURRENT SURVEY CONTROL
 NF1558  ______________________________________________________________________
 NF1558* NAD 83(1994) POSITION- 42 39 48.46415(N) 084 47 52.04944(W)   ADJUSTED
 NF1558* NAVD 88 ORTHO HEIGHT -   279.1   (meters)      916.    (feet) VERTCON3
 NF1558  ______________________________________________________________________
 NF1558  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 NF1558  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 NF1558  HORZ ORDER      -  SECOND
 NF1558
 NF1558.The horizontal coordinates were established by classical geodetic methods
 NF1558.and adjusted by the National Geodetic Survey in February 1997.
 NF1558
 NF1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1558
 NF1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1558.GEOID18 height accuracy estimate available here.
 NF1558
 NF1558.Click photographs - Photos may exist for this station.
 NF1558
 NF1558.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1558
 NF1558. The following values were computed from the NAD 83(1994) position.
 NF1558
 NF1558;                    North         East     Units Scale Factor Converg.
 NF1558;SPC MI S     -   129,324.664 3,964,657.597   MT  0.99991432   -0 17 36.2
 NF1558;SPC MI S     -   424,293.52 13,007,406.81   iFT  0.99991432   -0 17 36.2
 NF1558;UTM  16      - 4,725,795.077   680,478.598   MT  1.00000075   +1 29 34.1
 NF1558
 NF1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1558!SPC MI S     -   0.99996156  x   0.99991432  =   0.99987588
 NF1558!UTM  16      -   0.99996156  x   1.00000075  =   0.99996231
 NF1558
 NF1558:                Primary Azimuth Mark                     Grid Az
 NF1558:SPC MI S     -  23040                                    180 26 32.6
 NF1558:UTM  16      -  23040                                    178 39 22.3
 NF1558
 NF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8047825795(NAD 83)
 NF1558
 NF1558|---------------------------------------------------------------------|
 NF1558| PID    Reference Object                     Distance      Geod. Az  |
 NF1558|                                                           dddmmss.s |
 NF1558| CH0603 23039 RM                                           16224     |
 NF1558| NF1559 23040                               APPROX. 1.4 KM 1800856.4 |
 NF1558|---------------------------------------------------------------------|
 NF1558
 NF1558                          SUPERSEDED SURVEY CONTROL
 NF1558
 NF1558  NAD 83(1986)-  42 39 48.46253(N)    084 47 52.06722(W) AD(       ) 2
 NF1558  NAD 27      -  42 39 48.33489(N)    084 47 52.11459(W) AD(       ) 2
 NF1558  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 NF1558
 NF1558.Superseded values are not recommended for survey control.
 NF1558
 NF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1558.See file dsdata.pdf to determine how the superseded data were derived.
 NF1558
 NF1558_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1558_STAMPING: 23039 1978
 NF1558_MARK LOGO: MIDH
 NF1558_PROJECTION: RECESSED 18 CENTIMETERS
 NF1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1558+STABILITY: SURFACE MOTION
 NF1558
 NF1558  HISTORY     - Date     Condition        Report By
 NF1558  HISTORY     - 1978     MONUMENTED       MIDH
 NF1558  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1558
 NF1558                          STATION DESCRIPTION
 NF1558
 NF1558'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1558'STATION IS LOCATED 4.0 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1558'AND 7.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS
 NF1558'ALSO NEAR THE W 1/4 CORNER OF SECTION 9, T 3 N, R 4 W, BENTON TWP.,
 NF1558'EATON CO.
 NF1558'
 NF1558'TO REACH STATION FROM THE INTERSECTION OF M-100, A STATE HIGHWAY, AND
 NF1558'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1558'GRESHAM HWY. 3.05 MILES TO OTTO RD.  TURN RIGHT AND GO 1.64 MILES
 NF1558'NORTH ON OTTO RD. TO STATION ON RIGHT AS DESCRIBED.
 NF1558'
 NF1558'STATION MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23039 1978---
 NF1558'SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT 7 INCHES
 NF1558'BELOW GROUND SURFACE.  STATION IS LOCATED 135.4 FEET NORTHWEST OF A
 NF1558'POWER POLE, 133.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED
 NF1558'BRICK HOUSE, 122.3 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 NF1558'FOUNDATION OF AN OLD WOOD SHED, 2.2 FEET EAST OF THE EAST EDGE OF
 NF1558'METAL OF OTTO RD., AND 5.1 FEET WEST OF METAL WITNESS POST.
 NF1558'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA ROW 23039 1978---
 NF1558'SET IN A IRREGULAR MASS OF CONCRETE 46 INCHES BELOW SURFACE.
 NF1558'
 NF1558'REFERENCE MARK IS A STANDARD ALUMINUM REFERENCE DISK STAMPED---23039
 NF1558'1978---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1558'FLUSH WITH THE GROUND.  MARK IS 115.6 FEET SOUTHWEST OF A CONCRETE
 NF1558'FOUNDATION OF AN OLD WOOD SHED, 90.5 FEET WEST NORTHWEST OF A POWER
 NF1558'POLE, 10.0 FEET NORTH OF THE CENTERLINE OF A 12 FOOT GRAVEL FIELD
 NF1558'ENTRANCE DRIVE, 7.7 FEET EAST OF THE EAST EDGE OF METAL OF OTTO ROAD,
 NF1558'AND 4.1 FEET SOUTH OF METAL WITNESS POST.
 NF1558'
 NF1558'NO AZIMUTH MARK WAS SET AS MIDOT 23005 1976 AND MIDH 23040 1978 ARE
 NF1558'VISIBLE FROM GROUND LEVEL.
 NF1558
 NF1558                          STATION RECOVERY (1997)
 NF1558
 NF1558'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1559 ***********************************************************************
 NF1559  DESIGNATION -  23040
 NF1559  PID         -  NF1559
 NF1559  STATE/COUNTY-  MI/EATON
 NF1559  COUNTRY     -  US
 NF1559  USGS QUAD   -  NEEDMORE (2017)
 NF1559
 NF1559                         *CURRENT SURVEY CONTROL
 NF1559  ______________________________________________________________________
 NF1559* NAD 83(1994) POSITION- 42 39 03.11504(N) 084 47 52.20921(W)   ADJUSTED
 NF1559* NAVD 88 ORTHO HEIGHT -   273.7   (meters)      898.    (feet) VERTCON3
 NF1559  ______________________________________________________________________
 NF1559  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 NF1559  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 NF1559  HORZ ORDER      -  SECOND
 NF1559
 NF1559.The horizontal coordinates were established by classical geodetic methods
 NF1559.and adjusted by the National Geodetic Survey in February 1997.
 NF1559
 NF1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1559
 NF1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1559.GEOID18 height accuracy estimate available here.
 NF1559
 NF1559.Click photographs - Photos may exist for this station.
 NF1559
 NF1559.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1559
 NF1559. The following values were computed from the NAD 83(1994) position.
 NF1559
 NF1559;                    North         East     Units Scale Factor Converg.
 NF1559;SPC MI S     -   127,925.472 3,964,646.794   MT  0.99991519   -0 17 36.3
 NF1559;SPC MI S     -   419,702.99 13,007,371.37   iFT  0.99991519   -0 17 36.3
 NF1559;UTM  16      - 4,724,396.108   680,511.411   MT  1.00000090   +1 29 32.8
 NF1559
 NF1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1559!SPC MI S     -   0.99996240  x   0.99991519  =   0.99987760
 NF1559!UTM  16      -   0.99996240  x   1.00000090  =   0.99996330
 NF1559
 NF1559:                Primary Azimuth Mark                     Grid Az
 NF1559:SPC MI S     -  23041                                    178 42 34.4
 NF1559:UTM  16      -  23041                                    176 55 25.3
 NF1559
 NF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8051124396(NAD 83)
 NF1559
 NF1559|---------------------------------------------------------------------|
 NF1559| PID    Reference Object                     Distance      Geod. Az  |
 NF1559|                                                           dddmmss.s |
 NF1559| CH0604 23040 RM                                           15156     |
 NF1559| NF1557 23041                               454.865 METERS 1782458.1 |
 NF1559|---------------------------------------------------------------------|
 NF1559
 NF1559                          SUPERSEDED SURVEY CONTROL
 NF1559
 NF1559  NAD 83(1986)-  42 39 03.11345(N)    084 47 52.22696(W) AD(       ) 2
 NF1559  NAD 27      -  42 39 02.98567(N)    084 47 52.27502(W) AD(       ) 2
 NF1559  NGVD 29 (07/19/86)  273.8    (m)          898.     (f) VERT ANG       
 NF1559
 NF1559.Superseded values are not recommended for survey control.
 NF1559
 NF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1559.See file dsdata.pdf to determine how the superseded data were derived.
 NF1559
 NF1559_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1559_STAMPING: 23040 1978
 NF1559_MARK LOGO: MIDH
 NF1559_PROJECTION: RECESSED 18 CENTIMETERS
 NF1559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1559+STABILITY: SURFACE MOTION
 NF1559
 NF1559  HISTORY     - Date     Condition        Report By
 NF1559  HISTORY     - 1978     MONUMENTED       MIDH
 NF1559  HISTORY     - 19971109 GOOD             USPSQD
 NF1559
 NF1559                          STATION DESCRIPTION
 NF1559
 NF1559'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1559'STATION IS LOCATED 3.5 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1559'AND 6.5 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1559'SECTION 17, T 3 N, R 4 W, BENTON TWP., EATON CO.
 NF1559'
 NF1559'TO REACH STATION FROM THE INTERSECTION OF STATE HWY. M-100 AND GRESHAM
 NF1559'HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON GRESHAM
 NF1559'HWY. 3.05 MILES TO OTTO ROAD.  TURN RIGHT AND GO 0.74 MILES NORTH TO
 NF1559'STATION AS DESCRIDED.
 NF1559'
 NF1559'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23040 1978---SET
 NF1559'INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT 7 INCHES BELOW
 NF1559'GROUND SURFACE.  MARK IS 71.4 FEET EAST SOUTHEAST OF THE SOUTHEAST
 NF1559'CORNER OF FOUNDATION OF HOUSE NUMBER 3747, 42.7 FEET NORTH OF
 NF1559'CENTERLINE OF A 8 FOOT GRAVEL DRIVE TO HOUSE, 26.0 FEET NORTHEAST OF A
 NF1559'18 INCH OAK, 4.0 FEET WEST OF THE WEST EDGE OF METAL OF OTTO ROAD AND
 NF1559'5.3 FEET EAST OF METAL WITNESS POST.  UNDERGROUND MARK IS A 2 INCH
 NF1559'BRASS DISK STAMPED---FA ROW 23040 1978---SET IN AN IRREGULAR MASS OF
 NF1559'CONCRETE 46 INCHES BELOW GROUND SURFACE.
 NF1559'
 NF1559'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23040 1978
 NF1559'---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1559'WITH GROUND SURFACE.  MARK IS 95.0 FEET NORTH OF THE EAST END OF A 12
 NF1559'INCH CORRUGATED METAL PIPE CULVERT, 66.6 FEET NORTHWEST OF A POWER
 NF1559'POLE, 42.5 FEET SOUTH OF A BELL TELEPHONE PEDESTAL, 14.8 FEET EAST OF
 NF1559'THE EAST EDGE OF METAL OF OTTO ROAD, AND 4.1 FEET SOUTH OF A METAL
 NF1559'WITNESS POST.
 NF1559'
 NF1559'NO AZIMUTH MARK WAS SET AS MIDH 23039 1978 AND MIDH 23041 1978 ARE
 NF1559'VISIBLE FROM GROUND LEVEL.
 NF1559
 NF1559                          STATION RECOVERY (1997)
 NF1559
 NF1559'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1557 ***********************************************************************
 NF1557  DESIGNATION -  23041
 NF1557  PID         -  NF1557
 NF1557  STATE/COUNTY-  MI/EATON
 NF1557  COUNTRY     -  US
 NF1557  USGS QUAD   -  NEEDMORE (2017)
 NF1557
 NF1557                         *CURRENT SURVEY CONTROL
 NF1557  ______________________________________________________________________
 NF1557* NAD 83(1994) POSITION- 42 38 48.37969(N) 084 47 51.65729(W)   ADJUSTED
 NF1557* NAVD 88 ORTHO HEIGHT -   280.7   (meters)      921.    (feet) VERTCON3
 NF1557  ______________________________________________________________________
 NF1557  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 NF1557  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 NF1557  HORZ ORDER      -  SECOND
 NF1557
 NF1557.The horizontal coordinates were established by classical geodetic methods
 NF1557.and adjusted by the National Geodetic Survey in February 1997.
 NF1557
 NF1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1557
 NF1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1557.GEOID18 height accuracy estimate available here.
 NF1557
 NF1557.Click photographs - Photos may exist for this station.
 NF1557
 NF1557.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1557
 NF1557. The following values were computed from the NAD 83(1994) position.
 NF1557
 NF1557;                    North         East     Units Scale Factor Converg.
 NF1557;SPC MI S     -   127,470.760 3,964,657.036   MT  0.99991548   -0 17 35.9
 NF1557;SPC MI S     -   418,211.15 13,007,404.97   iFT  0.99991548   -0 17 35.9
 NF1557;UTM  16      - 4,723,941.898   680,535.822   MT  1.00000101   +1 29 32.7
 NF1557
 NF1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1557!SPC MI S     -   0.99996131  x   0.99991548  =   0.99987679
 NF1557!UTM  16      -   0.99996131  x   1.00000101  =   0.99996232
 NF1557
 NF1557:                Primary Azimuth Mark                     Grid Az
 NF1557:SPC MI S     -  23040                                    358 42 34.4
 NF1557:UTM  16      -  23040                                    356 55 25.8
 NF1557
 NF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8053523941(NAD 83)
 NF1557
 NF1557|---------------------------------------------------------------------|
 NF1557| PID    Reference Object                     Distance      Geod. Az  |
 NF1557|                                                           dddmmss.s |
 NF1557| CH0605 23041 RM                                           18301     |
 NF1557| NF1560 23010 AZIMUTH MARK                  101.754 METERS 19353     |
 NF1557| NF1559 23040                               454.865 METERS 3582458.5 |
 NF1557|---------------------------------------------------------------------|
 NF1557
 NF1557                          SUPERSEDED SURVEY CONTROL
 NF1557
 NF1557  NAD 83(1986)-  42 38 48.37812(N)    084 47 51.67503(W) AD(       ) 2
 NF1557  NAD 27      -  42 38 48.25046(N)    084 47 51.72315(W) AD(       ) 2
 NF1557  NGVD 29 (07/19/86)  280.8    (m)          921.     (f) VERT ANG       
 NF1557
 NF1557.Superseded values are not recommended for survey control.
 NF1557
 NF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1557.See file dsdata.pdf to determine how the superseded data were derived.
 NF1557
 NF1557_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1557_STAMPING: 23041 1978
 NF1557_MARK LOGO: MIDH
 NF1557_PROJECTION: FLUSH
 NF1557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1557+STABILITY: SURFACE MOTION
 NF1557
 NF1557  HISTORY     - Date     Condition        Report By
 NF1557  HISTORY     - 1978     MONUMENTED       MIDH
 NF1557  HISTORY     - 19971109 GOOD             USPSQD
 NF1557
 NF1557                          STATION DESCRIPTION
 NF1557
 NF1557'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1557'STATION IS LOCATED 3.3 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1557'AND 6.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1557'SECTION 16, T 3 N, P 4 W, BENTON TWP., EATON CO..
 NF1557'TO REACH STATION FROM THE INTERSECTION OF STATE HWY. M-100 AND GRESHAM
 NF1557'HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON GRESHAM
 NF1557'HWY. 3.05 MILES TO OTTO ROAD.  TURN RIGHT ON OTTO ROAD AND GO NORTH
 NF1557'0.44 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 NF1557'
 NF1557'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23041-1978---SET IN
 NF1557'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1557'SURFACE.  MARK IS LOCATED 333.8 FEET NORTHEAST OF 23010 AZIMUTH MARK,
 NF1557'138.0 FEET WEST SOUTHWEST OF A POWER POLE, 8.7 FEET EAST OF THE EAST
 NF1557'EDGE OF METAL OF OTTO ROAD, 8.3 FEET SOUTH SOUTHWEST OF THE SOUTH END
 NF1557'OF A 12 INCH CORRUGATED METAL PIPE CULVERT, AND 6.1 FEET WEST OF METAL
 NF1557'WITNESS POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA -
 NF1557'ROW - 23041 - 1978---SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1557'BELOW GROUND SURFACE.
 NF1557'
 NF1557'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23041-1978--
 NF1557'-SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1557'PROJECTING 2 INCHES ABOVE GROUND SURFACE.  MARK IS 150.8 FEET WEST
 NF1557'SOUTHWEST OF A POWER POLE, 36.7 FEET SOUTH SOUTHWEST OF SOUTH END OF
 NF1557'A 12 INCH CORRUGATED METAL PIPE CULVERT, AND 7.0 FEET EAST OF EAST
 NF1557'EDGE OF METAL OF OTTO ROAD.  MARK IS 4.1 FEET NORTH NORTHEAST OF METAL
 NF1557'WITNESS POST.
 NF1557'
 NF1557'NO AZIMUTH MARK WAS SET AS MIDOT 23010, MIDOT 23010 AZIMUTH, AND MIDH
 NF1557'23040 ARE VISIBLE FROM GROUND LEVEL.
 NF1557
 NF1557                          STATION RECOVERY (1997)
 NF1557
 NF1557'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1556 ***********************************************************************
 NF1556  DESIGNATION -  23042
 NF1556  PID         -  NF1556
 NF1556  STATE/COUNTY-  MI/EATON
 NF1556  COUNTRY     -  US
 NF1556  USGS QUAD   -  NEEDMORE (2017)
 NF1556
 NF1556                         *CURRENT SURVEY CONTROL
 NF1556  ______________________________________________________________________
 NF1556* NAD 83(1994) POSITION- 42 38 25.29854(N) 084 47 50.99671(W)   ADJUSTED
 NF1556* NAVD 88 ORTHO HEIGHT -   283.5   (meters)      930.    (feet) VERTCON3
 NF1556  ______________________________________________________________________
 NF1556  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 NF1556  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 NF1556  HORZ ORDER      -  SECOND
 NF1556
 NF1556.The horizontal coordinates were established by classical geodetic methods
 NF1556.and adjusted by the National Geodetic Survey in February 1997.
 NF1556
 NF1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1556
 NF1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1556.GEOID18 height accuracy estimate available here.
 NF1556
 NF1556.Click photographs - Photos may exist for this station.
 NF1556
 NF1556.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1556
 NF1556. The following values were computed from the NAD 83(1994) position.
 NF1556
 NF1556;                    North         East     Units Scale Factor Converg.
 NF1556;SPC MI S     -   126,758.534 3,964,668.439   MT  0.99991595   -0 17 35.5
 NF1556;SPC MI S     -   415,874.46 13,007,442.39   iFT  0.99991595   -0 17 35.5
 NF1556;UTM  16      - 4,723,230.312   680,569.414   MT  1.00000116   +1 29 32.5
 NF1556
 NF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1556!SPC MI S     -   0.99996087  x   0.99991595  =   0.99987682
 NF1556!UTM  16      -   0.99996087  x   1.00000116  =   0.99996203
 NF1556
 NF1556:                Primary Azimuth Mark                     Grid Az
 NF1556:SPC MI S     -  23010 AZIMUTH MARK                       356 36 39.9
 NF1556:UTM  16      -  23010 AZIMUTH MARK                       354 49 31.9
 NF1556
 NF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8056923230(NAD 83)
 NF1556
 NF1556|---------------------------------------------------------------------|
 NF1556| PID    Reference Object                     Distance      Geod. Az  |
 NF1556|                                                           dddmmss.s |
 NF1556| CH0606 23042 RM                                           10810     |
 NF1556| NF1545 23010                               415.844 METERS 2721312.8 |
 NF1556| NF1560 23010 AZIMUTH MARK                  APPROX. 0.6 KM 3561904.4 |
 NF1556|---------------------------------------------------------------------|
 NF1556
 NF1556                          SUPERSEDED SURVEY CONTROL
 NF1556
 NF1556  NAD 83(1986)-  42 38 25.29698(N)    084 47 51.01442(W) AD(       ) 2
 NF1556  NAD 27      -  42 38 25.16936(N)    084 47 51.06223(W) AD(       ) 2
 NF1556  NGVD 29 (07/19/86)  283.6    (m)          930.     (f) VERT ANG       
 NF1556
 NF1556.Superseded values are not recommended for survey control.
 NF1556
 NF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1556.See file dsdata.pdf to determine how the superseded data were derived.
 NF1556
 NF1556_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1556_STAMPING: 23042 1978
 NF1556_MARK LOGO: MIDH
 NF1556_PROJECTION: FLUSH
 NF1556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1556+STABILITY: SURFACE MOTION
 NF1556
 NF1556  HISTORY     - Date     Condition        Report By
 NF1556  HISTORY     - 1978     MONUMENTED       MIDH
 NF1556
 NF1556                          STATION DESCRIPTION
 NF1556
 NF1556'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1556'STATION IS LOCATED 1.0 MILE NORTH AND 3.1 MILES WEST OF THE VILLAGE OF
 NF1556'POTTERVILLE AND NEAR THE NORTHWEST CORNER OF SECTION 21, T 3 N, R 4 W,
 NF1556'BENTON TWP., EATON CO..
 NF1556'
 NF1556'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY M-100 AND
 NF1556'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1556'GRESHAM HWY. 3.05 MILES TO STATION ON LEFT AS DESCRIBED.
 NF1556'
 NF1556'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23042-1978---SET IN
 NF1556'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1556'SURFACE.  MARK IS LOCATED 65.5 FEET SOUTHEAST OF MONUMENT BOX IN THE
 NF1556'CENTERLINE OF GRESHAM HWY. AND OTTO RD., 59.5 FEET EAST OF THE
 NF1556'CENTERLINE OF OTTO RD., 41.0 FEET NORTH OF A POWER POLE, 24.5 FEET
 NF1556'SOUTH OF THE CENTERLINE OF GRESHAM HWY., AND 4.9 FEET NORTH OF METAL
 NF1556'WITNESS POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA -
 NF1556'ROW - 23042 - 1978---SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1556'BELOW GROUND SURFACE.
 NF1556'
 NF1556'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23042 - 1978
 NF1556'---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1556'WITH GROUND SURFACE.  MARK IS 88.5 FEET EAST OF THE CENTERLINE OF OTTO
 NF1556'ROAD, 56.5 FEET SOUTH SOUTHEAST OF BELL TELEPHONE CABLE ROUTE MARKER,
 NF1556'42.0 FEET NORTHEAST OF A POWERPOLE, 33.0 FEET SOUTH OF THE CENTERLINE
 NF1556'OF GRESHAM HWY., AND 5.1 FEET EAST NORTHEAST OF METAL WITNESS POST.
 NF1556'
 NF1556'NO AZIMUTH MARK WAS SET AS MIDOT 23010, MIDOT 23010 AZIMUTH, AND
 NF1556'GIDNER ARE VISIBLE FROM GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0070 ***********************************************************************
 RH0070  DESIGNATION -  231 UDP+064
 RH0070  PID         -  RH0070
 RH0070  STATE/COUNTY-  MI/CHIPPEWA
 RH0070  COUNTRY     -  US
 RH0070  USGS QUAD   -  BURNT ISLAND (2017)
 RH0070
 RH0070                         *CURRENT SURVEY CONTROL
 RH0070  ______________________________________________________________________
 RH0070* NAD 83(1994) POSITION- 46 00 32.92470(N) 083 51 58.62448(W)   ADJUSTED
 RH0070* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RH0070  ______________________________________________________________________
 RH0070  GEOID HEIGHT    -        -36.854 (meters)                     GEOID18
 RH0070  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 RH0070  HORZ ORDER      -  SECOND
 RH0070
 RH0070.The horizontal coordinates were established by classical geodetic methods
 RH0070.and adjusted by the National Geodetic Survey in February 1997.
 RH0070
 RH0070.The orthometric height was scaled from a topographic map.
 RH0070
 RH0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0070.GEOID18 height accuracy estimate available here.
 RH0070
 RH0070.Click photographs - Photos may exist for this station.
 RH0070
 RH0070.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0070
 RH0070. The following values were computed from the NAD 83(1994) position.
 RH0070
 RH0070;                    North         East     Units Scale Factor Converg.
 RH0070;SPC MI N     -   141,038.109 8,242,623.953   MT  0.99991439   +2 15 54.1
 RH0070;SPC MI N     -   462,723.45 27,042,729.50   iFT  0.99991439   +2 15 54.1
 RH0070;UTM  17      - 5,099,058.591   278,096.674   MT  1.00020538   -2 03 46.8
 RH0070
 RH0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0070!SPC MI N     -   0.99997788  x   0.99991439  =   0.99989227
 RH0070!UTM  17      -   0.99997788  x   1.00020538  =   1.00018326
 RH0070
 RH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7809699058(NAD 83)
 RH0070
 RH0070                          SUPERSEDED SURVEY CONTROL
 RH0070
 RH0070  NAD 83(1986)-  46 00 32.91192(N)    083 51 58.61754(W) AD(       ) 2
 RH0070
 RH0070.Superseded values are not recommended for survey control.
 RH0070
 RH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0070.See file dsdata.pdf to determine how the superseded data were derived.
 RH0070
 RH0070_MARKER: DS = TRIANGULATION STATION DISK
 RH0070_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0070+WITH SETTING: INFORMATION.
 RH0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0070
 RH0070  HISTORY     - Date     Condition        Report By
 RH0070  HISTORY     - 1988     MONUMENTED       USACE
 RH0070
 RH0070                          STATION DESCRIPTION
 RH0070
 RH0070'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0070'THE STATION IS LOCATED ABOUT 65.5 KM (40.7 MI) SOUTH-SOUTHEAST OF
 RH0070'SAULT STE MARIE, 61.8 KM (38.4 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0070'3.7 KM
 RH0070'(2.3 MI) NORTHEAST OF DETOUR VILLAGE ON DRUMMOND ISLAND IN PART OF
 RH0070'GOVT LOT 1, SEC 25, T42N-R4E.
 RH0070'OWNERSHIP---EDWARD C. AND SHARLENE B. ZEERIP
 RH0070'
 RH0070'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0070'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 134 TO THE PUBLIC BOAT LAUNCH.
 RH0070'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES
 RH0070'ON THE EAST SIDE OF THE RIVER TO BLACK
 RH0070'ROCK POINT AND THE STATION.
 RH0070'
 RH0070'THE STATION IS A STANDARD USLS BRASS CAP THAT IS
 RH0070'STAMPED---231---, SET INTO A CONCRETE CYLINDER
 RH0070'AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RH0070'UNDER A
 RH0070'WOODEN NAVIGATION TRIPOD
 RH0070'61.0 METERS
 RH0070'(200 FT) SOUTHWEST OF THE POINT AND 12.2 METERS (40 FT) FROM THE
 RH0070'WATERS EDGE.
 RH0070'
 RH0070'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0045 ***********************************************************************
 NF0045  DESIGNATION -  235 1/2
 NF0045  PID         -  NF0045
 NF0045  STATE/COUNTY-  MI/SHIAWASSEE
 NF0045  COUNTRY     -  US
 NF0045  USGS QUAD   -  SHAFTSBURG (2017)
 NF0045
 NF0045                         *CURRENT SURVEY CONTROL
 NF0045  ______________________________________________________________________
 NF0045* NAD 83(1986) POSITION- 42 47 46.     (N) 084 18 00.     (W)   SCALED
 NF0045* NAVD 88 ORTHO HEIGHT -   265.661 (meters)      871.59  (feet) ADJUSTED
 NF0045  ______________________________________________________________________
 NF0045  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 NF0045  DYNAMIC HEIGHT  -        265.594 (meters)      871.37  (feet) COMP
 NF0045  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 NF0045
 NF0045  VERT ORDER      -  SECOND    CLASS 0
 NF0045
 NF0045.The horizontal coordinates were scaled from a map and have
 NF0045.an estimated accuracy of +/- 6 seconds.
 NF0045
 NF0045.The orthometric height was determined by differential leveling and
 NF0045.adjusted by the NATIONAL GEODETIC SURVEY
 NF0045.in June 1991.
 NF0045
 NF0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0045.GEOID18 height accuracy estimate available here.
 NF0045
 NF0045.Click photographs - Photos may exist for this station.
 NF0045
 NF0045.The dynamic height is computed by dividing the NAVD 88
 NF0045.geopotential number by the normal gravity value computed on the
 NF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0045.degrees latitude (g = 980.6199 gals.).
 NF0045
 NF0045.The modeled gravity was interpolated from observed gravity values.
 NF0045
 NF0045;                    North         East    Units  Estimated Accuracy
 NF0045;SPC MI S     -   143,970.    4,005,450.      MT  (+/- 180 meters Scaled)
 NF0045
 NF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN208417(NAD 83)
 NF0045
 NF0045                          SUPERSEDED SURVEY CONTROL
 NF0045
 NF0045  NGVD 29 (??/??/92)  265.794  (m)          872.03   (f) ADJ UNCH    2 0
 NF0045
 NF0045.Superseded values are not recommended for survey control.
 NF0045
 NF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0045.See file dsdata.pdf to determine how the superseded data were derived.
 NF0045
 NF0045_MARKER: B = BOLT
 NF0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0045_STAMPING: 235-1/2
 NF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0045+STABILITY: SURFACE MOTION
 NF0045
 NF0045  HISTORY     - Date     Condition        Report By
 NF0045  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0045  HISTORY     - 1934     GOOD             CGS
 NF0045  HISTORY     - 1970     GOOD             NGS
 NF0045  HISTORY     - 1976     GOOD             NGS
 NF0045  HISTORY     - 20070607 MARK NOT FOUND   MIDT
 NF0045
 NF0045                          STATION DESCRIPTION
 NF0045
 NF0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0045'AT SHAFTSBURG.
 NF0045'AT SHAFTSBURG, SHIAWASSEE COUNTY, 388 YARDS WEST OF THE WEST END
 NF0045'OF THE GRAND TRUNK WESTERN RAILROAD STATION, 412 YARDS EAST OF
 NF0045'THE WEST END OF BRIDGE 235.25, 17 YARDS WEST OF A WHISTLE POST,
 NF0045'29.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 1.4
 NF0045'FEET SOUTHWEST OF A POLE.  A COPPER BOLT, STAMPED 235-1/2 AND
 NF0045'SET IN THE TOP OF A CONCRETE POST.
 NF0045
 NF0045                          STATION RECOVERY (1970)
 NF0045
 NF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0045'RECOVERED IN GOOD CONDITION.
 NF0045
 NF0045                          STATION RECOVERY (1976)
 NF0045
 NF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0045'RECOVERED IN GOOD CONDITION.
 NF0045
 NF0045                          STATION RECOVERY (2007)
 NF0045
 NF0045'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0045'MARK NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0046 ***********************************************************************
 NF0046  DESIGNATION -  235 1/4
 NF0046  PID         -  NF0046
 NF0046  STATE/COUNTY-  MI/SHIAWASSEE
 NF0046  COUNTRY     -  US
 NF0046  USGS QUAD   -  SHAFTSBURG (2017)
 NF0046
 NF0046                         *CURRENT SURVEY CONTROL
 NF0046  ______________________________________________________________________
 NF0046* NAD 83(1986) POSITION- 42 47 39.     (N) 084 18 13.     (W)   SCALED
 NF0046* NAVD 88 ORTHO HEIGHT -   267.264 (meters)      876.85  (feet) ADJUSTED
 NF0046  ______________________________________________________________________
 NF0046  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 NF0046  DYNAMIC HEIGHT  -        267.197 (meters)      876.63  (feet) COMP
 NF0046  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 NF0046
 NF0046  VERT ORDER      -  SECOND    CLASS 0
 NF0046
 NF0046.The horizontal coordinates were scaled from a map and have
 NF0046.an estimated accuracy of +/- 6 seconds.
 NF0046
 NF0046.The orthometric height was determined by differential leveling and
 NF0046.adjusted by the NATIONAL GEODETIC SURVEY
 NF0046.in June 1991.
 NF0046
 NF0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0046.GEOID18 height accuracy estimate available here.
 NF0046
 NF0046.Click photographs - Photos may exist for this station.
 NF0046
 NF0046.The dynamic height is computed by dividing the NAVD 88
 NF0046.geopotential number by the normal gravity value computed on the
 NF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0046.degrees latitude (g = 980.6199 gals.).
 NF0046
 NF0046.The modeled gravity was interpolated from observed gravity values.
 NF0046
 NF0046;                    North         East    Units  Estimated Accuracy
 NF0046;SPC MI S     -   143,750.    4,005,160.      MT  (+/- 180 meters Scaled)
 NF0046
 NF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN205414(NAD 83)
 NF0046
 NF0046                          SUPERSEDED SURVEY CONTROL
 NF0046
 NF0046  NGVD 29 (??/??/92)  267.397  (m)          877.29   (f) ADJ UNCH    2 0
 NF0046
 NF0046.Superseded values are not recommended for survey control.
 NF0046
 NF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0046.See file dsdata.pdf to determine how the superseded data were derived.
 NF0046
 NF0046_MARKER: B = BOLT
 NF0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0046_SP_SET: BRIDGE
 NF0046_STAMPING: BM NO
 NF0046_MARK LOGO: GTWRR
 NF0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0046+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 NF0046
 NF0046  HISTORY     - Date     Condition        Report By
 NF0046  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0046  HISTORY     - 1934     GOOD             CGS
 NF0046  HISTORY     - 1976     GOOD             NGS
 NF0046  HISTORY     - 20070607 GOOD             MIDT
 NF0046
 NF0046                          STATION DESCRIPTION
 NF0046
 NF0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0046'AT SHAFTSBURG.
 NF0046'AT SHAFTSBURG, SHIAWASSEE COUNTY, 800 YARDS WEST OF THE WEST
 NF0046'END OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION, AT
 NF0046'BRIDGE 235.25, IN THE TOP OF A SOUTHWEST PIER, 1.3 FEET SOUTHEAST
 NF0046'OF THE NORTHWEST CORNER, 6 FEET SOUTH OF THE SOUTH RAIL OF THE
 NF0046'SOUTH TRACK, AND 0.5 FEET HIGHER THAN THE TOP OF THE RAIL.
 NF0046'A COPPER BOLT.
 NF0046
 NF0046                          STATION RECOVERY (1976)
 NF0046
 NF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0046'RECOVERED IN GOOD CONDITION.
 NF0046
 NF0046                          STATION RECOVERY (2007)
 NF0046
 NF0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0046'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0352 ***********************************************************************
 QJ0352  DESIGNATION -  235 UDP+140
 QJ0352  PID         -  QJ0352
 QJ0352  STATE/COUNTY-  MI/CHIPPEWA
 QJ0352  COUNTRY     -  US
 QJ0352  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0352
 QJ0352                         *CURRENT SURVEY CONTROL
 QJ0352  ______________________________________________________________________
 QJ0352* NAD 83(1994) POSITION- 45 59 16.97696(N) 083 52 41.70494(W)   ADJUSTED
 QJ0352* NAVD 88 ORTHO HEIGHT -   178.5   (meters)      586.    (feet) VERTCON3
 QJ0352  ______________________________________________________________________
 QJ0352  GEOID HEIGHT    -        -36.849 (meters)                     GEOID18
 QJ0352  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 QJ0352  HORZ ORDER      -  SECOND
 QJ0352
 QJ0352.The horizontal coordinates were established by classical geodetic methods
 QJ0352.and adjusted by the National Geodetic Survey in February 1997.
 QJ0352
 QJ0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0352
 QJ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0352.GEOID18 height accuracy estimate available here.
 QJ0352
 QJ0352.Click photographs - Photos may exist for this station.
 QJ0352
 QJ0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0352
 QJ0352. The following values were computed from the NAD 83(1994) position.
 QJ0352
 QJ0352;                    North         East     Units Scale Factor Converg.
 QJ0352;SPC MI N     -   138,658.655 8,241,790.233   MT  0.99991622   +2 15 22.9
 QJ0352;SPC MI N     -   454,916.85 27,039,994.20   iFT  0.99991622   +2 15 22.9
 QJ0352;UTM  17      - 5,096,748.156   277,085.482   MT  1.00021091   -2 04 15.1
 QJ0352
 QJ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0352!SPC MI N     -   0.99997779  x   0.99991622  =   0.99989401
 QJ0352!UTM  17      -   0.99997779  x   1.00021091  =   1.00018870
 QJ0352
 QJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7708596748(NAD 83)
 QJ0352
 QJ0352                          SUPERSEDED SURVEY CONTROL
 QJ0352
 QJ0352  NAD 83(1986)-  45 59 16.96429(N)    083 52 41.69795(W) AD(       ) 2
 QJ0352  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) VERT ANG       
 QJ0352
 QJ0352.Superseded values are not recommended for survey control.
 QJ0352
 QJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0352.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0352
 QJ0352_MARKER: DS = TRIANGULATION STATION DISK
 QJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0352+STABILITY: SURFACE MOTION
 QJ0352
 QJ0352  HISTORY     - Date     Condition        Report By
 QJ0352  HISTORY     - 1988     MONUMENTED       USACE
 QJ0352  HISTORY     - 20050810 GOOD             MIDT
 QJ0352
 QJ0352                          STATION DESCRIPTION
 QJ0352
 QJ0352'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0352'THE STATION IS LOCATED ABOUT 66.9 KM (41.6 MI) SOUTH-SOUTHEAST OF
 QJ0352'SAULT STE MARIE
 QJ0352'62.1 KM (38.6 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0352'2.1 KM (1.3 MI) EAST-SOUTHEAST OF DETOUR VILLAGE
 QJ0352'ON DRUMMOND ISLAND IN GOVT LOT 4, SEC 36, T42N-R4E.
 QJ0352'OWNERSHIP--SSSS
 QJ0352'
 QJ0352'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0352'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 QJ0352'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES CROSSING THE RIVER TO THE
 QJ0352'DRUMMOND ISLAND FERRY LANDING AND THE STATION.
 QJ0352'
 QJ0352'THE STATION IS A STANDARD USLS DISK
 QJ0352'THAT IS ---UNSTAMPED---,
 QJ0352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QJ0352'15 CM (6 IN) IN DIAMETER FLUSH WITH GROUND.  LOCATED 91.4 METERS
 QJ0352'(300 FT) SOUTH FROM THE DRUMMOND ISLAND FERRY LANDING AND,
 QJ0352'APPROXMATELY 12.2 M (40 FEET) FROM THE WATERS EDGE.
 QJ0352'
 QJ0352'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 QJ0352
 QJ0352                          STATION RECOVERY (2005)
 QJ0352
 QJ0352'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GAS)
 QJ0352'NEW DESCRIPTION FOLLOWS, LOCATED 29.5 FEET NORTHWEST OF A 9 X 12 FOOT
 QJ0352'BOULDER. BOULDER IS 212 FEET SOUTH OF THE SOUTHERLY EDGE OF THE
 QJ0352'BITUMINOUS MATERIAL AT THE DRUMMOND ISLAND FERRY LANDING.  DISC IS
 QJ0352'ALSO 3 FEET WEST OF A WALKING PATH RUNNING NORTH-SOUTH.  DISC IS
 QJ0352'STAMPED 235.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0043 ***********************************************************************
 NF0043  DESIGNATION -  236 1/2
 NF0043  PID         -  NF0043
 NF0043  STATE/COUNTY-  MI/SHIAWASSEE
 NF0043  COUNTRY     -  US
 NF0043  USGS QUAD   -  SHAFTSBURG (2017)
 NF0043
 NF0043                         *CURRENT SURVEY CONTROL
 NF0043  ______________________________________________________________________
 NF0043* NAD 83(1986) POSITION- 42 48 18.     (N) 084 16 57.     (W)   SCALED
 NF0043* NAVD 88 ORTHO HEIGHT -   267.829 (meters)      878.70  (feet) ADJUSTED
 NF0043  ______________________________________________________________________
 NF0043  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 NF0043  DYNAMIC HEIGHT  -        267.762 (meters)      878.48  (feet) COMP
 NF0043  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 NF0043
 NF0043  VERT ORDER      -  SECOND    CLASS 0
 NF0043
 NF0043.The horizontal coordinates were scaled from a map and have
 NF0043.an estimated accuracy of +/- 6 seconds.
 NF0043
 NF0043.The orthometric height was determined by differential leveling and
 NF0043.adjusted by the NATIONAL GEODETIC SURVEY
 NF0043.in June 1991.
 NF0043
 NF0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0043.GEOID18 height accuracy estimate available here.
 NF0043
 NF0043.Click photographs - Photos may exist for this station.
 NF0043
 NF0043.The dynamic height is computed by dividing the NAVD 88
 NF0043.geopotential number by the normal gravity value computed on the
 NF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0043.degrees latitude (g = 980.6199 gals.).
 NF0043
 NF0043.The modeled gravity was interpolated from observed gravity values.
 NF0043
 NF0043;                    North         East    Units  Estimated Accuracy
 NF0043;SPC MI S     -   144,960.    4,006,880.      MT  (+/- 180 meters Scaled)
 NF0043
 NF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN222427(NAD 83)
 NF0043
 NF0043                          SUPERSEDED SURVEY CONTROL
 NF0043
 NF0043  NGVD 29 (??/??/92)  267.962  (m)          879.14   (f) ADJ UNCH    2 0
 NF0043
 NF0043.Superseded values are not recommended for survey control.
 NF0043
 NF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0043.See file dsdata.pdf to determine how the superseded data were derived.
 NF0043
 NF0043_MARKER: B = BOLT
 NF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0043_STAMPING: 236 1/2
 NF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0043+STABILITY: SURFACE MOTION
 NF0043
 NF0043  HISTORY     - Date     Condition        Report By
 NF0043  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0043  HISTORY     - 1934     GOOD             CGS
 NF0043  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0043
 NF0043                          STATION DESCRIPTION
 NF0043
 NF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0043'0.9 MI E FROM SHAFTSBURG.
 NF0043'0.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0043'STATION AT SHAFTSBURG, SHIAWASSEE COUNTY, 0.5 MILES WEST OF
 NF0043'MILEPOST C 237, 150 YARDS EAST OF THE CENTER OF THE ROAD CROSSING,
 NF0043'26.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 1.7
 NF0043'FEET NORTH OF THE RIGHT- OF- WAY FENCE.  A COPPER BOLT, STAMPED
 NF0043'236 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0043
 NF0043                          STATION RECOVERY (1976)
 NF0043
 NF0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3970 ***********************************************************************
 DL3970  DESIGNATION -  23600
 DL3970  PID         -  DL3970
 DL3970  STATE/COUNTY-  MI/EATON
 DL3970  COUNTRY     -  US
 DL3970  USGS QUAD   -  DIMONDALE (2017)
 DL3970
 DL3970                         *CURRENT SURVEY CONTROL
 DL3970  ______________________________________________________________________
 DL3970* NAD 83(2011) POSITION- 42 40 33.44689(N) 084 39 51.78050(W)   ADJUSTED
 DL3970* NAD 83(2011) ELLIP HT-   234.721 (meters)        (06/27/12)   ADJUSTED
 DL3970* NAD 83(2011) EPOCH   -  2010.00
 DL3970* NAVD 88 ORTHO HEIGHT -   268.590 (meters)      881.20  (feet) ADJUSTED
 DL3970  ______________________________________________________________________
 DL3970  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DL3970  NAD 83(2011) X  -    436,734.821 (meters)                     COMP
 DL3970  NAD 83(2011) Y  - -4,676,251.733 (meters)                     COMP
 DL3970  NAD 83(2011) Z  -  4,301,264.496 (meters)                     COMP
 DL3970  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 DL3970  DYNAMIC HEIGHT  -        268.509 (meters)      880.93  (feet) COMP
 DL3970  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 DL3970
 DL3970  VERT ORDER      -  FIRST     CLASS II
 DL3970
 DL3970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3970  Standards:
 DL3970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3970  -------------------------------------------------------------------
 DL3970  NETWORK    0.37   0.41           0.16   0.14   0.21     -0.04381459
 DL3970  -------------------------------------------------------------------
 DL3970  Click here for local accuracies and other accuracy information.
 DL3970
 DL3970.The horizontal coordinates were established by GPS observations
 DL3970.and adjusted by the National Geodetic Survey in June 2012.
 DL3970
 DL3970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3970.been affixed to the stable North American tectonic plate. See 
 DL3970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3970
 DL3970.The horizontal coordinates are valid at the epoch date displayed above
 DL3970.which is a decimal equivalence of Year/Month/Day.
 DL3970
 DL3970.The orthometric height was determined by differential leveling and
 DL3970.adjusted by the NATIONAL GEODETIC SURVEY
 DL3970.in September 2009.
 DL3970
 DL3970.No vertical observational check was made to the station.
 DL3970
 DL3970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3970.GEOID18 height accuracy estimate available here.
 DL3970
 DL3970.Click photographs - Photos may exist for this station.
 DL3970
 DL3970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3970
 DL3970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3970
 DL3970.The ellipsoidal height was determined by GPS observations
 DL3970.and is referenced to NAD 83.
 DL3970
 DL3970.The dynamic height is computed by dividing the NAVD 88
 DL3970.geopotential number by the normal gravity value computed on the
 DL3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3970.degrees latitude (g = 980.6199 gals.).
 DL3970
 DL3970.The modeled gravity was interpolated from observed gravity values.
 DL3970
 DL3970. The following values were computed from the NAD 83(2011) position.
 DL3970
 DL3970;                    North         East     Units Scale Factor Converg.
 DL3970;SPC MI S     -   130,665.245 3,975,598.865   MT  0.99991350   -0 12 09.4
 DL3970;SPC MI S     -   428,691.75 13,043,303.36   iFT  0.99991350   -0 12 09.4
 DL3970;UTM  16      - 4,727,476.242   691,373.978   MT  1.00005060   +1 35 01.2
 DL3970
 DL3970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3970!SPC MI S     -   0.99996319  x   0.99991350  =   0.99987669
 DL3970!UTM  16      -   0.99996319  x   1.00005060  =   1.00001379
 DL3970
 DL3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9137327476(NAD 83)
 DL3970
 DL3970|---------------------------------------------------------------------|
 DL3970| PID    Reference Object                     Distance      Geod. Az  |
 DL3970|                                                           dddmmss.s |
 DL3970| AM7017 LANSING CORS ARP                    247.698 METERS 15901     |
 DL3970|---------------------------------------------------------------------|
 DL3970
 DL3970                          SUPERSEDED SURVEY CONTROL
 DL3970
 DL3970  NAD 83(2007)-  42 40 33.44715(N)    084 39 51.78147(W) AD(2002.00) B
 DL3970  ELLIP H (10/19/09)  234.737  (m)                       GP(2002.00) 1 1
 DL3970
 DL3970.Superseded values are not recommended for survey control.
 DL3970
 DL3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3970.See file dsdata.pdf to determine how the superseded data were derived.
 DL3970
 DL3970_MARKER: DD = SURVEY DISK
 DL3970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3970_STAMPING: 23600 2007 HT MOD
 DL3970_MARK LOGO: MIDT
 DL3970_PROJECTION: FLUSH
 DL3970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3970+STABILITY: SURFACE MOTION
 DL3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3970+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 DL3970
 DL3970  HISTORY     - Date     Condition        Report By
 DL3970  HISTORY     - 20071120 MONUMENTED       MIDT
 DL3970
 DL3970                          STATION DESCRIPTION
 DL3970
 DL3970'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL3970'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST OF NEEDMORE, 6.8 MI
 DL3970'(10.9 KM) SOUTHWEST OF LANSING AND 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 DL3970'DIMONDALE.
 DL3970'
 DL3970'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH LANSING ROAD, 2
 DL3970'MI (3.2 KM) NORTH OF DIMONDALE, GO SOUTHWEST ON LANSING ROAD FOR 0.7
 DL3970'MI (1.1 KM) TO THE JUNCTION OF LANSING ROAD WITH NORTH CANAL ROAD, GO
 DL3970'NORTH ON NORTH CANAL ROAD FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF
 DL3970'CANAL ROAD WITH OSBORNE ROAD, TURN LEFT ON OSBORNE ROAD AND GO WEST
 DL3970'FOR 490 FT (149.4 M) TO THE STATION ON THE LEFT.
 DL3970'
 DL3970'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL3970'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL3970'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M) THE STATION IS 108.4 FT
 DL3970'(33.0 M) NORTHWEST OF A LIGHT POLE, 5.81 FT (1.8 M) SOUTH OF THE BACK
 DL3970'OF CURB FOR OSBORNE ROAD, 4.9 FT (1.5 M) NORTH OF THE SIDEWALK, 2.1 FT
 DL3970'(0.6 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3971 ***********************************************************************
 DL3971  DESIGNATION -  23601
 DL3971  PID         -  DL3971
 DL3971  STATE/COUNTY-  MI/EATON
 DL3971  COUNTRY     -  US
 DL3971  USGS QUAD   -  DIMONDALE (2017)
 DL3971
 DL3971                         *CURRENT SURVEY CONTROL
 DL3971  ______________________________________________________________________
 DL3971* NAD 83(1986) POSITION- 42 40 33.5    (N) 084 39 45.0    (W)   HD_HELD2
 DL3971* NAVD 88 ORTHO HEIGHT -   270.776 (meters)      888.37  (feet) ADJUSTED
 DL3971  ______________________________________________________________________
 DL3971  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 DL3971  DYNAMIC HEIGHT  -        270.694 (meters)      888.10  (feet) COMP
 DL3971  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 DL3971
 DL3971  VERT ORDER      -  FIRST     CLASS II
 DL3971
 DL3971.The horizontal coordinates were established by autonomous hand held GPS
 DL3971.observations and have an estimated accuracy of +/- 10 meters.
 DL3971
 DL3971.The orthometric height was determined by differential leveling and
 DL3971.adjusted by the NATIONAL GEODETIC SURVEY
 DL3971.in September 2009.
 DL3971
 DL3971.No vertical observational check was made to the station.
 DL3971
 DL3971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3971.GEOID18 height accuracy estimate available here.
 DL3971
 DL3971.Click photographs - Photos may exist for this station.
 DL3971
 DL3971.The dynamic height is computed by dividing the NAVD 88
 DL3971.geopotential number by the normal gravity value computed on the
 DL3971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3971.degrees latitude (g = 980.6199 gals.).
 DL3971
 DL3971.The modeled gravity was interpolated from observed gravity values.
 DL3971
 DL3971;                    North         East    Units  Estimated Accuracy
 DL3971;SPC MI S     -   130,666.    3,975,753.      MT  (+/- 10 meters HH2 GPS)
 DL3971
 DL3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9152827482(NAD 83)
 DL3971
 DL3971                          SUPERSEDED SURVEY CONTROL
 DL3971
 DL3971.No superseded survey control is available for this station.
 DL3971
 DL3971_MARKER: DD = SURVEY DISK
 DL3971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3971_STAMPING: 23601 2007 HT MOD
 DL3971_MARK LOGO: MIDT
 DL3971_PROJECTION: FLUSH
 DL3971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3971+STABILITY: SURFACE MOTION
 DL3971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3971+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 DL3971
 DL3971  HISTORY     - Date     Condition        Report By
 DL3971  HISTORY     - 20071120 MONUMENTED       MIDT
 DL3971
 DL3971                          STATION DESCRIPTION
 DL3971
 DL3971'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL3971'THE STATION IS LOCATED IN MI, EATON COUNTY MI, WINDSOR TOWNSHIP ABOUT
 DL3971'7 MI (11.3 KM) SOUTHWEST OF LANSING, 5 MI (8.0 KM) NORTHEAST OF
 DL3971'POTTERVILLE, 2 MI (3.2 KM) EAST OF DIMONDALE.
 DL3971'
 DL3971'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH LANSING ROAD, 2
 DL3971'MI (3.2 KM) NORTH OF DIMONDALE, GO SOUTHWEST ON LANSING ROAD FOR 0.7
 DL3971'MI (1.1 KM) TO THE JUNCTION OF LANSING ROAD WITH NORTH CANAL ROAD, GO
 DL3971'NORTH ON NORTH CANAL ROAD FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF
 DL3971'CANAL ROAD WITH OSBORNE ROAD AND THE STATION ON THE LEFT.    THE
 DL3971'STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY
 DL3971'CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL3971'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M) THE STATION IS 85.3 FT
 DL3971'(26.0 M) WEST OF THE CENTERLINE OF CANAL ROAD, 32.3 FT (9.8 M) EAST OF
 DL3971'THE EAST EDGE OF A SIDEWALK, 58.53 FT (17.8 M) SOUTHEAST OF A 14 INCH
 DL3971'(36 CM) HONEY LOCUST TREE, 17.2 FT (5.2 M) WEST OF THE BACK OF CURB
 DL3971'FOR CANAL ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3972 ***********************************************************************
 DL3972  DESIGNATION -  23602
 DL3972  PID         -  DL3972
 DL3972  STATE/COUNTY-  MI/EATON
 DL3972  COUNTRY     -  US
 DL3972  USGS QUAD   -  DIMONDALE (2017)
 DL3972
 DL3972                         *CURRENT SURVEY CONTROL
 DL3972  ______________________________________________________________________
 DL3972* NAD 83(1986) POSITION- 42 40 56.8    (N) 084 39 43.9    (W)   HD_HELD2
 DL3972* NAVD 88 ORTHO HEIGHT -   273.729 (meters)      898.06  (feet) ADJUSTED
 DL3972  ______________________________________________________________________
 DL3972  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 DL3972  DYNAMIC HEIGHT  -        273.647 (meters)      897.79  (feet) COMP
 DL3972  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DL3972
 DL3972  VERT ORDER      -  FIRST     CLASS II
 DL3972
 DL3972.The horizontal coordinates were established by autonomous hand held GPS
 DL3972.observations and have an estimated accuracy of +/- 10 meters.
 DL3972
 DL3972.The orthometric height was determined by differential leveling and
 DL3972.adjusted by the NATIONAL GEODETIC SURVEY
 DL3972.in September 2009.
 DL3972
 DL3972.No vertical observational check was made to the station.
 DL3972
 DL3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3972.GEOID18 height accuracy estimate available here.
 DL3972
 DL3972.Click photographs - Photos may exist for this station.
 DL3972
 DL3972.The dynamic height is computed by dividing the NAVD 88
 DL3972.geopotential number by the normal gravity value computed on the
 DL3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3972.degrees latitude (g = 980.6199 gals.).
 DL3972
 DL3972.The modeled gravity was interpolated from observed gravity values.
 DL3972
 DL3972;                    North         East    Units  Estimated Accuracy
 DL3972;SPC MI S     -   131,385.    3,975,781.      MT  (+/- 10 meters HH2 GPS)
 DL3972
 DL3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9153328201(NAD 83)
 DL3972
 DL3972                          SUPERSEDED SURVEY CONTROL
 DL3972
 DL3972.No superseded survey control is available for this station.
 DL3972
 DL3972_MARKER: DD = SURVEY DISK
 DL3972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3972_STAMPING: HT MOD 23602 2007
 DL3972_MARK LOGO: MIDT
 DL3972_PROJECTION: FLUSH
 DL3972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3972+STABILITY: SURFACE MOTION
 DL3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3972+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2024
 DL3972
 DL3972  HISTORY     - Date     Condition        Report By
 DL3972  HISTORY     - 20071120 MONUMENTED       MIDT
 DL3972  HISTORY     - 20141029 GOOD             INDIV
 DL3972  HISTORY     - 20230523 GOOD             MIDT
 DL3972  HISTORY     - 20240418 GOOD             MIDT
 DL3972
 DL3972                          STATION DESCRIPTION
 DL3972
 DL3972'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL3972'THE STATION IS LOCATED IN MI, EATON COUNTY MI, WINDSOR TOWNSHIP ABOUT
 DL3972'7 MI (11.3 KM) SOUTHWEST OF LANSING, 5 MI (8.0 KM) NORTHEAST OF
 DL3972'POTTERVILLE, 2 MI (3.2 KM) NORTHWEST OF DIMONDALE.
 DL3972'
 DL3972'TO REACH THE STATION FROM THE INTERSECTION OF CANAL ROAD WITH LANSING
 DL3972'ROAD GO NORTH ON CANAL ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 DL3972'LEFT.
 DL3972'
 DL3972'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL3972'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL3972'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M) THE STATION IS 133.9 FT
 DL3972'(40.8 M) SOUTH OF A SIGNAL POST, 34.6 FT (10.5 M) NORTH OF THE
 DL3972'SOUTHERLY GUARD POST OF GUARD RAIL, 8.4 FT (2.6 M) WEST OF THE BACK OF
 DL3972'CURB OF CANAL ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 DL3972
 DL3972                          STATION RECOVERY (2014)
 DL3972
 DL3972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3972'RECOVERED IN GOOD CONDITION.
 DL3972
 DL3972                          STATION RECOVERY (2023)
 DL3972
 DL3972'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (ZW)
 DL3972'RECOVERED IN GOOD CONDITION.
 DL3972
 DL3972                          STATION RECOVERY (2024)
 DL3972
 DL3972'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SER)
 DL3972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3973 ***********************************************************************
 DL3973  DESIGNATION -  23603
 DL3973  PID         -  DL3973
 DL3973  STATE/COUNTY-  MI/EATON
 DL3973  COUNTRY     -  US
 DL3973  USGS QUAD   -  DIMONDALE (2017)
 DL3973
 DL3973                         *CURRENT SURVEY CONTROL
 DL3973  ______________________________________________________________________
 DL3973* NAD 83(1986) POSITION- 42 41 34.5    (N) 084 39 43.5    (W)   HD_HELD2
 DL3973* NAVD 88 ORTHO HEIGHT -   267.354 (meters)      877.14  (feet) ADJUSTED
 DL3973  ______________________________________________________________________
 DL3973  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 DL3973  DYNAMIC HEIGHT  -        267.274 (meters)      876.88  (feet) COMP
 DL3973  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 DL3973
 DL3973  VERT ORDER      -  FIRST     CLASS II
 DL3973
 DL3973.The horizontal coordinates were established by autonomous hand held GPS
 DL3973.observations and have an estimated accuracy of +/- 10 meters.
 DL3973
 DL3973.The orthometric height was determined by differential leveling and
 DL3973.adjusted by the NATIONAL GEODETIC SURVEY
 DL3973.in September 2009.
 DL3973
 DL3973.No vertical observational check was made to the station.
 DL3973
 DL3973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3973.GEOID18 height accuracy estimate available here.
 DL3973
 DL3973.Click photographs - Photos may exist for this station.
 DL3973
 DL3973.The dynamic height is computed by dividing the NAVD 88
 DL3973.geopotential number by the normal gravity value computed on the
 DL3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3973.degrees latitude (g = 980.6199 gals.).
 DL3973
 DL3973.The modeled gravity was interpolated from observed gravity values.
 DL3973
 DL3973;                    North         East    Units  Estimated Accuracy
 DL3973;SPC MI S     -   132,548.    3,975,794.      MT  (+/- 10 meters HH2 GPS)
 DL3973
 DL3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9151029364(NAD 83)
 DL3973
 DL3973                          SUPERSEDED SURVEY CONTROL
 DL3973
 DL3973.No superseded survey control is available for this station.
 DL3973
 DL3973_MARKER: DD = SURVEY DISK
 DL3973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3973_STAMPING: 23603 2007 HT MOD
 DL3973_MARK LOGO: MIDT
 DL3973_PROJECTION: FLUSH
 DL3973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3973+STABILITY: SURFACE MOTION
 DL3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3973+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL3973
 DL3973  HISTORY     - Date     Condition        Report By
 DL3973  HISTORY     - 20071120 MONUMENTED       MIDT
 DL3973  HISTORY     - 20141029 GOOD             INDIV
 DL3973
 DL3973                          STATION DESCRIPTION
 DL3973
 DL3973'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL3973'THE STATION IS LOCATED IN MI, EATON COUNTY MI, DELTA TOWNSHIP ABOUT 6
 DL3973'MI (9.7 KM) SOUTHWEST OF LANSING, 5.5 MI (8.8 KM) NORTHEAST OF
 DL3973'POTTERVILLE, 3.5 MI (5.6 KM) NORTHWEST OF DIMONDALE.
 DL3973'
 DL3973'TO REACH THE STATION FROM THE INTERSECTION OF CANAL ROAD WITH MILLETT
 DL3973'HIGHWAY GO SOUTH ON CANAL ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON
 DL3973'THE RIGHT.
 DL3973'
 DL3973'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL3973'SURVEY CONTROL MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 DL3973'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M) THE STATION IS 37.1 FT
 DL3973'(11.3 M) SOUTH OF A POWER POLE, 35.6 FT (10.9 M) NORTHEAST OF THE
 DL3973'NORTHEAST CORNER OF A METAL FENCE OF THE BUSINESS COPART, 15.2 FT (4.6
 DL3973'M) WEST OF THE BACK OF CURB FOR CANAL ROAD, 3.2 FT (1.0 M) EAST OF A
 DL3973'CARSONITE WITNESS POST.
 DL3973
 DL3973                          STATION RECOVERY (2014)
 DL3973
 DL3973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3969 ***********************************************************************
 DL3969  DESIGNATION -  23608
 DL3969  PID         -  DL3969
 DL3969  STATE/COUNTY-  MI/EATON
 DL3969  COUNTRY     -  US
 DL3969  USGS QUAD   -  DIMONDALE (2017)
 DL3969
 DL3969                         *CURRENT SURVEY CONTROL
 DL3969  ______________________________________________________________________
 DL3969* NAD 83(2011) POSITION- 42 40 12.03332(N) 084 39 49.07844(W)   ADJUSTED
 DL3969* NAD 83(2011) ELLIP HT-   239.314 (meters)        (06/27/12)   ADJUSTED
 DL3969* NAD 83(2011) EPOCH   -  2010.00
 DL3969* NAVD 88 ORTHO HEIGHT -   273.188 (meters)      896.28  (feet) ADJUSTED
 DL3969  ______________________________________________________________________
 DL3969  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 DL3969  NAD 83(2011) X  -    436,838.049 (meters)                     COMP
 DL3969  NAD 83(2011) Y  - -4,676,695.324 (meters)                     COMP
 DL3969  NAD 83(2011) Z  -  4,300,781.773 (meters)                     COMP
 DL3969  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 DL3969  DYNAMIC HEIGHT  -        273.105 (meters)      896.01  (feet) COMP
 DL3969  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 DL3969
 DL3969  VERT ORDER      -  FIRST     CLASS II
 DL3969
 DL3969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3969  Standards:
 DL3969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3969  -------------------------------------------------------------------
 DL3969  NETWORK    0.35   0.41           0.15   0.14   0.21      0.00651891
 DL3969  -------------------------------------------------------------------
 DL3969  Click here for local accuracies and other accuracy information.
 DL3969
 DL3969.The horizontal coordinates were established by GPS observations
 DL3969.and adjusted by the National Geodetic Survey in June 2012.
 DL3969
 DL3969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3969.been affixed to the stable North American tectonic plate. See 
 DL3969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3969
 DL3969.The horizontal coordinates are valid at the epoch date displayed above
 DL3969.which is a decimal equivalence of Year/Month/Day.
 DL3969
 DL3969.The orthometric height was determined by differential leveling and
 DL3969.adjusted by the NATIONAL GEODETIC SURVEY
 DL3969.in September 2009.
 DL3969
 DL3969.No vertical observational check was made to the station.
 DL3969
 DL3969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3969.GEOID18 height accuracy estimate available here.
 DL3969
 DL3969.Click photographs - Photos may exist for this station.
 DL3969
 DL3969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3969
 DL3969.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3969
 DL3969.The ellipsoidal height was determined by GPS observations
 DL3969.and is referenced to NAD 83.
 DL3969
 DL3969.The dynamic height is computed by dividing the NAVD 88
 DL3969.geopotential number by the normal gravity value computed on the
 DL3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3969.degrees latitude (g = 980.6199 gals.).
 DL3969
 DL3969.The modeled gravity was interpolated from observed gravity values.
 DL3969
 DL3969. The following values were computed from the NAD 83(2011) position.
 DL3969
 DL3969;                    North         East     Units Scale Factor Converg.
 DL3969;SPC MI S     -   130,004.323 3,975,658.052   MT  0.99991389   -0 12 07.5
 DL3969;SPC MI S     -   426,523.37 13,043,497.55   iFT  0.99991389   -0 12 07.5
 DL3969;UTM  16      - 4,726,817.396   691,453.748   MT  1.00005098   +1 35 02.4
 DL3969
 DL3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3969!SPC MI S     -   0.99996247  x   0.99991389  =   0.99987636
 DL3969!UTM  16      -   0.99996247  x   1.00005098  =   1.00001345
 DL3969
 DL3969:                Primary Azimuth Mark                     Grid Az
 DL3969:SPC MI S     -  LANSING CORS ARP                         003 49 27.7
 DL3969:UTM  16      -  LANSING CORS ARP                         002 02 17.8
 DL3969
 DL3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9145326817(NAD 83)
 DL3969
 DL3969|---------------------------------------------------------------------|
 DL3969| PID    Reference Object                     Distance      Geod. Az  |
 DL3969|                                                           dddmmss.s |
 DL3969| AM7017 LANSING CORS ARP                    430.359 METERS 0033720.2 |
 DL3969|---------------------------------------------------------------------|
 DL3969
 DL3969                          SUPERSEDED SURVEY CONTROL
 DL3969
 DL3969  NAD 83(2007)-  42 40 12.03358(N)    084 39 49.07940(W) AD(2002.00) B
 DL3969  ELLIP H (10/19/09)  239.329  (m)                       GP(2002.00) 1 1
 DL3969
 DL3969.Superseded values are not recommended for survey control.
 DL3969
 DL3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3969.See file dsdata.pdf to determine how the superseded data were derived.
 DL3969
 DL3969_MARKER: DD = SURVEY DISK
 DL3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3969_STAMPING: 23608 2008
 DL3969_MARK LOGO: MIDT
 DL3969_PROJECTION: FLUSH
 DL3969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3969+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 DL3969
 DL3969  HISTORY     - Date     Condition        Report By
 DL3969  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3969  HISTORY     - 20120113 GOOD             FTCH
 DL3969
 DL3969                          STATION DESCRIPTION
 DL3969
 DL3969'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3969'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST OF NEEDMORE, 7.0 MI
 DL3969'(11.3 KM) SOUTHWEST OF LANSING AND 1.8 MI (2.9 KM) NORTH-NORTHWEST OF
 DL3969'DIMONDALE.
 DL3969'
 DL3969'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS 27 (LANSING ROAD)
 DL3969'WITH CANAL ROAD, LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTHWEST OF THE
 DL3969'CITY OF LANSING, MI, GO NORTH ON CANAL ROAD FOR 200 FT (61.0 M) TO THE
 DL3969'STATION ON THE LEFT.
 DL3969'
 DL3969'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3969'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3969'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 75 FT
 DL3969'(22.9 M) SOUTH OF EDGE OF CURB OF BILLWOOD HIGHWAY, 6 FT (1.8 M) WEST
 DL3969'OF EDGE OF CURB OF CANAL ROAD, AND 3.3 FT (1.0 M) NORTHEAST OF AN
 DL3969'ORANGE CARSONITE WITNESS POST.
 DL3969
 DL3969                          STATION RECOVERY (2012)
 DL3969
 DL3969'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2012 (ERF)
 DL3969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3949 ***********************************************************************
 DL3949  DESIGNATION -  23609
 DL3949  PID         -  DL3949
 DL3949  STATE/COUNTY-  MI/EATON
 DL3949  COUNTRY     -  US
 DL3949  USGS QUAD   -  DIMONDALE (2017)
 DL3949
 DL3949                         *CURRENT SURVEY CONTROL
 DL3949  ______________________________________________________________________
 DL3949* NAD 83(1986) POSITION- 42 39 31.69   (N) 084 41 00.38   (W)   HD_HELD1
 DL3949* NAVD 88 ORTHO HEIGHT -   272.384 (meters)      893.65  (feet) ADJUSTED
 DL3949  ______________________________________________________________________
 DL3949  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 DL3949  DYNAMIC HEIGHT  -        272.301 (meters)      893.37  (feet) COMP
 DL3949  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 DL3949
 DL3949  VERT ORDER      -  FIRST     CLASS II
 DL3949
 DL3949.The horizontal coordinates were determined by differentially corrected
 DL3949.hand held GPS observations or other comparable positioning techniques
 DL3949.and have an estimated accuracy of +/- 3 meters.
 DL3949
 DL3949.The orthometric height was determined by differential leveling and
 DL3949.adjusted by the NATIONAL GEODETIC SURVEY
 DL3949.in September 2009.
 DL3949
 DL3949.No vertical observational check was made to the station.
 DL3949
 DL3949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3949.GEOID18 height accuracy estimate available here.
 DL3949
 DL3949.Click photographs - Photos may exist for this station.
 DL3949
 DL3949.The dynamic height is computed by dividing the NAVD 88
 DL3949.geopotential number by the normal gravity value computed on the
 DL3949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3949.degrees latitude (g = 980.6199 gals.).
 DL3949
 DL3949.The modeled gravity was interpolated from observed gravity values.
 DL3949
 DL3949;                    North         East    Units  Estimated Accuracy
 DL3949;SPC MI S     -   128,765.5   3,974,029.9     MT  (+/- 3 meters HH1 GPS) 
 DL3949
 DL3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8986425528(NAD 83)
 DL3949
 DL3949                          SUPERSEDED SURVEY CONTROL
 DL3949
 DL3949.No superseded survey control is available for this station.
 DL3949
 DL3949_MARKER: DD = SURVEY DISK
 DL3949_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3949_SP_SET: BRIDGE PARAPET
 DL3949_STAMPING: 23609 2008
 DL3949_MARK LOGO: MIDT
 DL3949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3949+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL3949
 DL3949  HISTORY     - Date     Condition        Report By
 DL3949  HISTORY     - 20080708 MONUMENTED       COLEM
 DL3949  HISTORY     - 20141029 GOOD             INDIV
 DL3949
 DL3949                          STATION DESCRIPTION
 DL3949
 DL3949'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3949'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF NEEDMORE, 8.3 MI
 DL3949'(13.4 KM) SOUTHWEST OF LANSING AND 2.0 MI (3.2 KM) WEST-NORTHWEST OF
 DL3949'DIMONDALE.
 DL3949'
 DL3949'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH LANSING ROAD, 2
 DL3949'MI (3.2 KM) NORTH OF DIMONDALE, GO SOUTHWEST ON LANSING ROAD FOR 2 MI
 DL3949'(3.2 KM) TO THE JUNCTION OF LANSING ROAD WITH INTERSTATE 69 AND THE
 DL3949'STATION ON THE RIGHT.
 DL3949'
 DL3949'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3949'MODERNIZATION MARK DISK SET IN THE EAST END OF THE NORTH PARAPET.  THE
 DL3949'STATION IS 1 FT (0.3 M) NORTH OF EDGE OF PAVEMENT OF BUSINESS 27
 DL3949'(LANSING ROAD).
 DL3949
 DL3949                          STATION RECOVERY (2014)
 DL3949
 DL3949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3950 ***********************************************************************
 DL3950  DESIGNATION -  23610
 DL3950  PID         -  DL3950
 DL3950  STATE/COUNTY-  MI/EATON
 DL3950  COUNTRY     -  US
 DL3950  USGS QUAD   -  DIMONDALE (2017)
 DL3950
 DL3950                         *CURRENT SURVEY CONTROL
 DL3950  ______________________________________________________________________
 DL3950* NAD 83(2011) POSITION- 42 38 30.09888(N) 084 42 32.07227(W)   ADJUSTED
 DL3950* NAD 83(2011) ELLIP HT-   265.496 (meters)        (06/27/12)   ADJUSTED
 DL3950* NAD 83(2011) EPOCH   -  2010.00
 DL3950* NAVD 88 ORTHO HEIGHT -   299.416 (meters)      982.33  (feet) ADJUSTED
 DL3950  ______________________________________________________________________
 DL3950  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 DL3950  NAD 83(2011) X  -    433,340.635 (meters)                     COMP
 DL3950  NAD 83(2011) Y  - -4,679,180.548 (meters)                     COMP
 DL3950  NAD 83(2011) Z  -  4,298,486.168 (meters)                     COMP
 DL3950  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 DL3950  DYNAMIC HEIGHT  -        299.323 (meters)      982.03  (feet) COMP
 DL3950  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 DL3950
 DL3950  VERT ORDER      -  FIRST     CLASS II
 DL3950
 DL3950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3950  Standards:
 DL3950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3950  -------------------------------------------------------------------
 DL3950  NETWORK    0.28   0.47           0.13   0.09   0.24      0.08425220
 DL3950  -------------------------------------------------------------------
 DL3950  Click here for local accuracies and other accuracy information.
 DL3950
 DL3950.The horizontal coordinates were established by GPS observations
 DL3950.and adjusted by the National Geodetic Survey in June 2012.
 DL3950
 DL3950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3950.been affixed to the stable North American tectonic plate. See 
 DL3950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3950
 DL3950.The horizontal coordinates are valid at the epoch date displayed above
 DL3950.which is a decimal equivalence of Year/Month/Day.
 DL3950
 DL3950.The orthometric height was determined by differential leveling and
 DL3950.adjusted by the NATIONAL GEODETIC SURVEY
 DL3950.in September 2009.
 DL3950
 DL3950.No vertical observational check was made to the station.
 DL3950
 DL3950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3950.GEOID18 height accuracy estimate available here.
 DL3950
 DL3950.Click photographs - Photos may exist for this station.
 DL3950
 DL3950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3950
 DL3950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3950
 DL3950.The ellipsoidal height was determined by GPS observations
 DL3950.and is referenced to NAD 83.
 DL3950
 DL3950.The dynamic height is computed by dividing the NAVD 88
 DL3950.geopotential number by the normal gravity value computed on the
 DL3950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3950.degrees latitude (g = 980.6199 gals.).
 DL3950
 DL3950.The modeled gravity was interpolated from observed gravity values.
 DL3950
 DL3950. The following values were computed from the NAD 83(2011) position.
 DL3950
 DL3950;                    North         East     Units Scale Factor Converg.
 DL3950;SPC MI S     -   126,873.290 3,971,934.065   MT  0.99991585   -0 13 58.5
 DL3950;SPC MI S     -   416,250.95 13,031,279.74   iFT  0.99991585   -0 13 58.5
 DL3950;UTM  16      - 4,723,571.423   687,828.675   MT  1.00003406   +1 33 08.9
 DL3950
 DL3950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3950!SPC MI S     -   0.99995836  x   0.99991585  =   0.99987422
 DL3950!UTM  16      -   0.99995836  x   1.00003406  =   0.99999242
 DL3950
 DL3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8782823571(NAD 83)
 DL3950
 DL3950                          SUPERSEDED SURVEY CONTROL
 DL3950
 DL3950  NAD 83(2007)-  42 38 30.09910(N)    084 42 32.07286(W) AD(2002.00) B
 DL3950  ELLIP H (10/23/09)  265.512  (m)                       GP(2002.00) 3 1
 DL3950
 DL3950.Superseded values are not recommended for survey control.
 DL3950
 DL3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3950.See file dsdata.pdf to determine how the superseded data were derived.
 DL3950
 DL3950_MARKER: DD = SURVEY DISK
 DL3950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3950_STAMPING: 23610 2008
 DL3950_MARK LOGO: MIDT
 DL3950_PROJECTION: FLUSH
 DL3950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3950+STABILITY: SURFACE MOTION
 DL3950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3950+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DL3950
 DL3950  HISTORY     - Date     Condition        Report By
 DL3950  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3950  HISTORY     - 20141029 GOOD             INDIV
 DL3950  HISTORY     - 20200520 GOOD             MIDT
 DL3950  HISTORY     - 20210519 GOOD             MIDT
 DL3950
 DL3950                          STATION DESCRIPTION
 DL3950
 DL3950'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3950'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF CHARLOTTE,
 DL3950'8.0 MI (12.9 KM) EAST-SOUTHEAST OF NEEDMORE AND 3.1 MI (5.0 KM) WEST
 DL3950'OF DIMONDALE.
 DL3950'
 DL3950'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 (US
 DL3950'27) WITH STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE STREET) (EXIT
 DL3950'66), LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF
 DL3950'LANSING, MI, GO NORTH ON STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE
 DL3950'STREET) FOR 0.2 MI (0.3 KM) TO LANSING ROAD, TURN RIGHT AND GO
 DL3950'NORTHEAST ON LANSING ROAD FOR 1.3 MI (2.1 KM) TO ROYSTON ROAD ON THE
 DL3950'LEFT, CONTINUE NE ON LANSING ROAD FOR 0.7 MI (1.1 KM) TO THE STATION
 DL3950'ON THE RIGHT.
 DL3950'
 DL3950'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3950'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3950'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 45 FT
 DL3950'(13.7 M) SOUTHWEST OF EXTENDED CENTER OF DRIVEWAY OPENING --5125--, 16
 DL3950'FT (4.9 M) SOUTHEAST OF EDGE OF PAVEMENT OF LANSING ROAD, 2.5 FT (0.8
 DL3950'M) NORTH OF A RIGHT-OF-WAY FENCE, AND 2 FT (0.6 M) NORTHWEST OF AN
 DL3950'ORANGE CARSONITE WITNESS POST.
 DL3950
 DL3950                          STATION RECOVERY (2014)
 DL3950
 DL3950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3950'RECOVERED IN GOOD CONDITION.
 DL3950
 DL3950                          STATION RECOVERY (2020)
 DL3950
 DL3950'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL3950'RECOVERED IN GOOD CONDITION.
 DL3950
 DL3950                          STATION RECOVERY (2021)
 DL3950
 DL3950'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (ZA)
 DL3950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3951 ***********************************************************************
 DL3951  DESIGNATION -  23611
 DL3951  PID         -  DL3951
 DL3951  STATE/COUNTY-  MI/EATON
 DL3951  COUNTRY     -  US
 DL3951  USGS QUAD   -  DIMONDALE (2017)
 DL3951
 DL3951                         *CURRENT SURVEY CONTROL
 DL3951  ______________________________________________________________________
 DL3951* NAD 83(1986) POSITION- 42 37 55.58   (N) 084 43 27.67   (W)   HD_HELD1
 DL3951* NAVD 88 ORTHO HEIGHT -   282.616 (meters)      927.22  (feet) ADJUSTED
 DL3951  ______________________________________________________________________
 DL3951  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 DL3951  DYNAMIC HEIGHT  -        282.527 (meters)      926.92  (feet) COMP
 DL3951  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 DL3951
 DL3951  VERT ORDER      -  FIRST     CLASS II
 DL3951
 DL3951.The horizontal coordinates were determined by differentially corrected
 DL3951.hand held GPS observations or other comparable positioning techniques
 DL3951.and have an estimated accuracy of +/- 3 meters.
 DL3951
 DL3951.The orthometric height was determined by differential leveling and
 DL3951.adjusted by the NATIONAL GEODETIC SURVEY
 DL3951.in September 2009.
 DL3951
 DL3951.No vertical observational check was made to the station.
 DL3951
 DL3951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3951.GEOID18 height accuracy estimate available here.
 DL3951
 DL3951.Click photographs - Photos may exist for this station.
 DL3951
 DL3951.The dynamic height is computed by dividing the NAVD 88
 DL3951.geopotential number by the normal gravity value computed on the
 DL3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3951.degrees latitude (g = 980.6199 gals.).
 DL3951
 DL3951.The modeled gravity was interpolated from observed gravity values.
 DL3951
 DL3951;                    North         East    Units  Estimated Accuracy
 DL3951;SPC MI S     -   125,813.5   3,970,663.1     MT  (+/- 3 meters HH1 GPS) 
 DL3951
 DL3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8659122472(NAD 83)
 DL3951
 DL3951                          SUPERSEDED SURVEY CONTROL
 DL3951
 DL3951.No superseded survey control is available for this station.
 DL3951
 DL3951_MARKER: DD = SURVEY DISK
 DL3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3951_STAMPING: 23611 2008
 DL3951_MARK LOGO: MIDT
 DL3951_PROJECTION: FLUSH
 DL3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3951+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL3951
 DL3951  HISTORY     - Date     Condition        Report By
 DL3951  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3951  HISTORY     - 20141029 GOOD             INDIV
 DL3951
 DL3951                          STATION DESCRIPTION
 DL3951
 DL3951'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3951'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 DL3951'NEEDMORE, 7.4 MI (11.9 KM) NORTHEAST OF CHARLOTTE AND 4.0 MI (6.4 KM)
 DL3951'WEST-SOUTHWEST OF DIMONDALE.
 DL3951'
 DL3951'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 (US
 DL3951'27) WITH STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE STREET) (EXIT
 DL3951'66), LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF
 DL3951'LANSING, MI, GO NORTH ON STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE
 DL3951'STREET) FOR 0.2 MI (0.3 KM) TO LANSING ROAD, TURN RIGHT AND GO
 DL3951'NORTHEAST ON LANSING ROAD FOR 0.95 MI (1.5 KM) TO THE STATION ON THE
 DL3951'RIGHT.
 DL3951'
 DL3951'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3951'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3951'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 60 FT
 DL3951'(18.3 M) SOUTHEAST OF EDGE OF PAVEMENT OF LANSING ROAD, 19 FT (5.8 M)
 DL3951'SOUTHWEST OF A MANHOLE COVER, 6 FT (1.8 M) NORTHWEST OF A RIGHT-OF-WAY
 DL3951'FENCE, AND 4 FT (1.2 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
 DL3951
 DL3951                          STATION RECOVERY (2014)
 DL3951
 DL3951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3952 ***********************************************************************
 DL3952  DESIGNATION -  23612
 DL3952  PID         -  DL3952
 DL3952  STATE/COUNTY-  MI/EATON
 DL3952  COUNTRY     -  US
 DL3952  USGS QUAD   -  CHARLOTTE (2017)
 DL3952
 DL3952                         *CURRENT SURVEY CONTROL
 DL3952  ______________________________________________________________________
 DL3952* NAD 83(2011) POSITION- 42 36 44.12550(N) 084 45 26.95035(W)   ADJUSTED
 DL3952* NAD 83(2011) ELLIP HT-   229.534 (meters)        (06/27/12)   ADJUSTED
 DL3952* NAD 83(2011) EPOCH   -  2010.00
 DL3952* NAVD 88 ORTHO HEIGHT -   263.497 (meters)      864.49  (feet) ADJUSTED
 DL3952  ______________________________________________________________________
 DL3952  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 DL3952  NAD 83(2011) X  -    429,573.253 (meters)                     COMP
 DL3952  NAD 83(2011) Y  - -4,681,725.276 (meters)                     COMP
 DL3952  NAD 83(2011) Z  -  4,296,055.704 (meters)                     COMP
 DL3952  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DL3952  DYNAMIC HEIGHT  -        263.413 (meters)      864.21  (feet) COMP
 DL3952  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 DL3952
 DL3952  VERT ORDER      -  FIRST     CLASS II
 DL3952
 DL3952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3952  Standards:
 DL3952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3952  -------------------------------------------------------------------
 DL3952  NETWORK    0.26   0.45           0.12   0.08   0.23      0.08320458
 DL3952  -------------------------------------------------------------------
 DL3952  Click here for local accuracies and other accuracy information.
 DL3952
 DL3952.The horizontal coordinates were established by GPS observations
 DL3952.and adjusted by the National Geodetic Survey in June 2012.
 DL3952
 DL3952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3952.been affixed to the stable North American tectonic plate. See 
 DL3952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3952
 DL3952.The horizontal coordinates are valid at the epoch date displayed above
 DL3952.which is a decimal equivalence of Year/Month/Day.
 DL3952
 DL3952.The orthometric height was determined by differential leveling and
 DL3952.adjusted by the NATIONAL GEODETIC SURVEY
 DL3952.in September 2009.
 DL3952
 DL3952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3952.GEOID18 height accuracy estimate available here.
 DL3952
 DL3952.Click photographs - Photos may exist for this station.
 DL3952
 DL3952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3952
 DL3952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3952
 DL3952.The ellipsoidal height was determined by GPS observations
 DL3952.and is referenced to NAD 83.
 DL3952
 DL3952.The dynamic height is computed by dividing the NAVD 88
 DL3952.geopotential number by the normal gravity value computed on the
 DL3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3952.degrees latitude (g = 980.6199 gals.).
 DL3952
 DL3952.The modeled gravity was interpolated from observed gravity values.
 DL3952
 DL3952. The following values were computed from the NAD 83(2011) position.
 DL3952
 DL3952;                    North         East     Units Scale Factor Converg.
 DL3952;SPC MI S     -   123,620.911 3,967,935.286   MT  0.99991815   -0 15 57.5
 DL3952;SPC MI S     -   405,580.42 13,018,160.39   iFT  0.99991815   -0 15 57.5
 DL3952;UTM  16      - 4,720,195.699   683,932.724   MT  1.00001625   +1 31 07.3
 DL3952
 DL3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3952!SPC MI S     -   0.99996400  x   0.99991815  =   0.99988216
 DL3952!UTM  16      -   0.99996400  x   1.00001625  =   0.99998025
 DL3952
 DL3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8393220195(NAD 83)
 DL3952
 DL3952                          SUPERSEDED SURVEY CONTROL
 DL3952
 DL3952  NAD 83(2007)-  42 36 44.12573(N)    084 45 26.95093(W) AD(2002.00) B
 DL3952  ELLIP H (10/23/09)  229.551  (m)                       GP(2002.00) 3 1
 DL3952
 DL3952.Superseded values are not recommended for survey control.
 DL3952
 DL3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3952.See file dsdata.pdf to determine how the superseded data were derived.
 DL3952
 DL3952_MARKER: DD = SURVEY DISK
 DL3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3952_STAMPING: 23612 2008
 DL3952_MARK LOGO: MIDT
 DL3952_PROJECTION: FLUSH
 DL3952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3952+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL3952
 DL3952  HISTORY     - Date     Condition        Report By
 DL3952  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3952  HISTORY     - 20141029 GOOD             INDIV
 DL3952
 DL3952                          STATION DESCRIPTION
 DL3952
 DL3952'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3952'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF NEEDMORE,
 DL3952'6.0 MI (9.7 KM) WEST-SOUTHWEST OF DIMONDALE AND 5.2 MI (8.4 KM)
 DL3952'NORTHEAST OF CHARLOTTE.
 DL3952'
 DL3952'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 (US
 DL3952'27) WITH STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE STREET) (EXIT
 DL3952'66), LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF
 DL3952'LANSING, MI, GO NORTH ON STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE
 DL3952'STREET) FOR 0.2 MI (0.3 KM) TO LANSING ROAD, TURN LEFT AND GO
 DL3952'SOUTHWEST ON LANSING ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 DL3952'LEFT.
 DL3952'
 DL3952'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3952'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3952'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 120 FT
 DL3952'(36.6 M) SOUTHWEST OF EXTENDED CENTER OF DRIVEWAY OPENING --3139--, 90
 DL3952'FT (27.4 M) NORTHWEST OF A RIGHT-OF-WAY FENCE, 80 FT (24.4 M)
 DL3952'SOUTHWEST OF A TELEPHONE PEDESTAL, 50 FT (15.2 M) SOUTHEAST OF EDGE OF
 DL3952'PAVEMENT OF LANSING ROAD, AND 3.3 FT (1.0 M) NORTHWEST OF AN ORANGE
 DL3952'CARSONITE WITNESS POST.
 DL3952
 DL3952                          STATION RECOVERY (2014)
 DL3952
 DL3952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3953 ***********************************************************************
 DL3953  DESIGNATION -  23613
 DL3953  PID         -  DL3953
 DL3953  STATE/COUNTY-  MI/EATON
 DL3953  COUNTRY     -  US
 DL3953  USGS QUAD   -  CHARLOTTE (2017)
 DL3953
 DL3953                         *CURRENT SURVEY CONTROL
 DL3953  ______________________________________________________________________
 DL3953* NAD 83(1986) POSITION- 42 35 51.30   (N) 084 46 56.89   (W)   HD_HELD1
 DL3953* NAVD 88 ORTHO HEIGHT -   267.230 (meters)      876.74  (feet) ADJUSTED
 DL3953  ______________________________________________________________________
 DL3953  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 DL3953  DYNAMIC HEIGHT  -        267.145 (meters)      876.46  (feet) COMP
 DL3953  MODELED GRAVITY -    980,295.4   (mgal)                       NAVD 88
 DL3953
 DL3953  VERT ORDER      -  FIRST     CLASS II
 DL3953
 DL3953.The horizontal coordinates were determined by differentially corrected
 DL3953.hand held GPS observations or other comparable positioning techniques
 DL3953.and have an estimated accuracy of +/- 3 meters.
 DL3953
 DL3953.The orthometric height was determined by differential leveling and
 DL3953.adjusted by the NATIONAL GEODETIC SURVEY
 DL3953.in September 2009.
 DL3953
 DL3953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3953.GEOID18 height accuracy estimate available here.
 DL3953
 DL3953.Click photographs - Photos may exist for this station.
 DL3953
 DL3953.The dynamic height is computed by dividing the NAVD 88
 DL3953.geopotential number by the normal gravity value computed on the
 DL3953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3953.degrees latitude (g = 980.6199 gals.).
 DL3953
 DL3953.The modeled gravity was interpolated from observed gravity values.
 DL3953
 DL3953;                    North         East    Units  Estimated Accuracy
 DL3953;SPC MI S     -   122,000.8   3,965,877.5     MT  (+/- 3 meters HH1 GPS) 
 DL3953
 DL3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8192618512(NAD 83)
 DL3953
 DL3953                          SUPERSEDED SURVEY CONTROL
 DL3953
 DL3953.No superseded survey control is available for this station.
 DL3953
 DL3953_MARKER: DD = SURVEY DISK
 DL3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3953_STAMPING: 23613 2008
 DL3953_MARK LOGO: MIDT
 DL3953_PROJECTION: FLUSH
 DL3953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3953+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DL3953
 DL3953  HISTORY     - Date     Condition        Report By
 DL3953  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3953  HISTORY     - 20141029 GOOD             INDIV
 DL3953
 DL3953                          STATION DESCRIPTION
 DL3953
 DL3953'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3953'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DL3953'NEEDMORE, 6.8 MI (10.9 KM) EAST OF CHESTER AND 3.6 MI (5.8 KM)
 DL3953'NORTHEAST OF CHARLOTTE.
 DL3953'
 DL3953'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 (US
 DL3953'27) WITH STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE STREET) (EXIT
 DL3953'66), LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF
 DL3953'LANSING, MI, GO NORTH ON STATE HIGHWAY 100 (HARTEL ROAD) (POTTERVILLE
 DL3953'STREET) FOR 0.2 MI (0.3 KM) TO LANSING ROAD, TURN LEFT AND GO
 DL3953'SOUTHWEST ON LANSING ROAD FOR 2.0 MI (3.2 KM) TO STEWART ROAD ON THE
 DL3953'LEFT, CONTINUE SOUTHWEST ON LANSING ROAD FOR 0.85 MI (1.4 KM) TO THE
 DL3953'STATION ON THE RIGHT.
 DL3953'
 DL3953'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3953'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3953'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 27 FT
 DL3953'(8.2 M) NORTHEAST OF A METAL POST FOR A --ENTER EATON TOWNSHIP-- SIGN,
 DL3953'11.5 FT (3.5 M) NORTHWEST OF EDGE OF PAVEMENT OF LANSING ROAD, 3 FT
 DL3953'(0.9 M) SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND 3.3 FT (1.0 M)
 DL3953'NORTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DL3953
 DL3953                          STATION RECOVERY (2014)
 DL3953
 DL3953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL3953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3954 ***********************************************************************
 DL3954  DESIGNATION -  23614
 DL3954  PID         -  DL3954
 DL3954  STATE/COUNTY-  MI/EATON
 DL3954  COUNTRY     -  US
 DL3954  USGS QUAD   -  CHARLOTTE (2017)
 DL3954
 DL3954                         *CURRENT SURVEY CONTROL
 DL3954  ______________________________________________________________________
 DL3954* NAD 83(2011) POSITION- 42 34 58.47199(N) 084 48 26.51742(W)   ADJUSTED
 DL3954* NAD 83(2011) ELLIP HT-   245.121 (meters)        (06/27/12)   ADJUSTED
 DL3954* NAD 83(2011) EPOCH   -  2010.00
 DL3954* NAVD 88 ORTHO HEIGHT -   279.093 (meters)      915.66  (feet) ADJUSTED
 DL3954  ______________________________________________________________________
 DL3954  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 DL3954  NAD 83(2011) X  -    425,698.095 (meters)                     COMP
 DL3954  NAD 83(2011) Y  - -4,684,306.537 (meters)                     COMP
 DL3954  NAD 83(2011) Z  -  4,293,666.291 (meters)                     COMP
 DL3954  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 DL3954  DYNAMIC HEIGHT  -        279.003 (meters)      915.36  (feet) COMP
 DL3954  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 DL3954
 DL3954  VERT ORDER      -  FIRST     CLASS II
 DL3954
 DL3954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3954  Standards:
 DL3954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3954  -------------------------------------------------------------------
 DL3954  NETWORK    0.24   0.43           0.11   0.08   0.22      0.04853736
 DL3954  -------------------------------------------------------------------
 DL3954  Click here for local accuracies and other accuracy information.
 DL3954
 DL3954.The horizontal coordinates were established by GPS observations
 DL3954.and adjusted by the National Geodetic Survey in June 2012.
 DL3954
 DL3954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3954.been affixed to the stable North American tectonic plate. See 
 DL3954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3954
 DL3954.The horizontal coordinates are valid at the epoch date displayed above
 DL3954.which is a decimal equivalence of Year/Month/Day.
 DL3954
 DL3954.The orthometric height was determined by differential leveling and
 DL3954.adjusted by the NATIONAL GEODETIC SURVEY
 DL3954.in September 2009.
 DL3954
 DL3954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3954.GEOID18 height accuracy estimate available here.
 DL3954
 DL3954.Click photographs - Photos may exist for this station.
 DL3954
 DL3954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3954
 DL3954.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3954
 DL3954.The ellipsoidal height was determined by GPS observations
 DL3954.and is referenced to NAD 83.
 DL3954
 DL3954.The dynamic height is computed by dividing the NAVD 88
 DL3954.geopotential number by the normal gravity value computed on the
 DL3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3954.degrees latitude (g = 980.6199 gals.).
 DL3954
 DL3954.The modeled gravity was interpolated from observed gravity values.
 DL3954
 DL3954. The following values were computed from the NAD 83(2011) position.
 DL3954
 DL3954;                    North         East     Units Scale Factor Converg.
 DL3954;SPC MI S     -   120,381.286 3,963,825.884   MT  0.99992071   -0 17 59.7
 DL3954;SPC MI S     -   394,951.73 13,004,678.10   iFT  0.99992071   -0 17 59.7
 DL3954;UTM  16      - 4,716,829.394   679,925.835   MT  0.99999831   +1 29 02.6
 DL3954
 DL3954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3954!SPC MI S     -   0.99996156  x   0.99992071  =   0.99988227
 DL3954!UTM  16      -   0.99996156  x   0.99999831  =   0.99995987
 DL3954
 DL3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7992516829(NAD 83)
 DL3954
 DL3954                          SUPERSEDED SURVEY CONTROL
 DL3954
 DL3954  NAD 83(2007)-  42 34 58.47224(N)    084 48 26.51793(W) AD(2002.00) B
 DL3954  ELLIP H (10/19/09)  245.138  (m)                       GP(2002.00) 1 1
 DL3954
 DL3954.Superseded values are not recommended for survey control.
 DL3954
 DL3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3954.See file dsdata.pdf to determine how the superseded data were derived.
 DL3954
 DL3954_MARKER: DD = SURVEY DISK
 DL3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3954_STAMPING: 23614 2008
 DL3954_MARK LOGO: MIDT
 DL3954_PROJECTION: FLUSH
 DL3954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3954+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 DL3954
 DL3954  HISTORY     - Date     Condition        Report By
 DL3954  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3954  HISTORY     - 20191008 GOOD             MI-023
 DL3954  HISTORY     - 20200520 GOOD             MIDT
 DL3954
 DL3954                          STATION DESCRIPTION
 DL3954
 DL3954'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3954'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DL3954'NEEDMORE, 5.7 MI (9.2 KM) EAST-SOUTHEAST OF CHESTER AND 2.0 MI (3.2
 DL3954'KM) NORTHEAST OF CHARLOTTE.
 DL3954'
 DL3954'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH LANSING
 DL3954'ROAD (EXIT 61), LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTHEAST OF
 DL3954'CHARLOTTE, MI, GO NORTHEAST ON LANSING ROAD FOR 0.8 MI (1.3 KM) TO THE
 DL3954'STATION ON THE LEFT.
 DL3954'
 DL3954'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3954'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3954'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 180 FT
 DL3954'(54.9 M) SOUTHWEST OF EDGE OF CURB OF DRIVEWAY OPENING --1553--, 110
 DL3954'FT (33.5 M) NORTHEAST OF CENTER OF A DRIVEWAY OPENING, 50 FT (15.2 M)
 DL3954'NORTHWEST OF EDGE OF GRAVEL OF LANSING ROAD, 42 FT (12.8 M) NORTHEAST
 DL3954'OF THE NORTHWEST METAL POST FOR A --PACKARD HWY-- SIGN, AND 3.3 FT
 DL3954'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL3954
 DL3954                          STATION RECOVERY (2019)
 DL3954
 DL3954'RECOVERY NOTE BY BRANCH COUNTY MICHIGAN 2019 (SS)
 DL3954'THE MARK IS 63 FT (19.2 M) NORTHWEST OF THE CENTERLINE OF LANSING
 DL3954'ROAD, ACROSS THE STREET FROM TEAM ONE CHEVROLET AND APPROXIMATELY 165
 DL3954'FT (50.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING AT
 DL3954'1495 LANSING ROAD, CHARLOTTE, MI.
 DL3954
 DL3954                          STATION RECOVERY (2020)
 DL3954
 DL3954'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL3954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3956 ***********************************************************************
 DL3956  DESIGNATION -  23616
 DL3956  PID         -  DL3956
 DL3956  STATE/COUNTY-  MI/EATON
 DL3956  COUNTRY     -  US
 DL3956  USGS QUAD   -  CHARLOTTE (2017)
 DL3956
 DL3956                         *CURRENT SURVEY CONTROL
 DL3956  ______________________________________________________________________
 DL3956* NAD 83(2011) POSITION- 42 31 07.74530(N) 084 50 09.77652(W)   ADJUSTED
 DL3956* NAD 83(2011) ELLIP HT-   251.582 (meters)        (06/27/12)   ADJUSTED
 DL3956* NAD 83(2011) EPOCH   -  2010.00
 DL3956* NAVD 88 ORTHO HEIGHT -   285.567 (meters)      936.90  (feet) ADJUSTED
 DL3956  ______________________________________________________________________
 DL3956  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 DL3956  NAD 83(2011) X  -    423,786.790 (meters)                     COMP
 DL3956  NAD 83(2011) Y  - -4,689,318.939 (meters)                     COMP
 DL3956  NAD 83(2011) Z  -  4,288,425.714 (meters)                     COMP
 DL3956  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DL3956  DYNAMIC HEIGHT  -        285.473 (meters)      936.59  (feet) COMP
 DL3956  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 DL3956
 DL3956  VERT ORDER      -  FIRST     CLASS II
 DL3956
 DL3956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3956  Standards:
 DL3956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3956  -------------------------------------------------------------------
 DL3956  NETWORK    0.38   0.63           0.18   0.11   0.32      0.00171937
 DL3956  -------------------------------------------------------------------
 DL3956  Click here for local accuracies and other accuracy information.
 DL3956
 DL3956.The horizontal coordinates were established by GPS observations
 DL3956.and adjusted by the National Geodetic Survey in June 2012.
 DL3956
 DL3956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3956.been affixed to the stable North American tectonic plate. See 
 DL3956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3956
 DL3956.The horizontal coordinates are valid at the epoch date displayed above
 DL3956.which is a decimal equivalence of Year/Month/Day.
 DL3956
 DL3956.The orthometric height was determined by differential leveling and
 DL3956.adjusted by the NATIONAL GEODETIC SURVEY
 DL3956.in September 2009.
 DL3956
 DL3956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3956.GEOID18 height accuracy estimate available here.
 DL3956
 DL3956.Click photographs - Photos may exist for this station.
 DL3956
 DL3956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3956
 DL3956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3956
 DL3956.The ellipsoidal height was determined by GPS observations
 DL3956.and is referenced to NAD 83.
 DL3956
 DL3956.The dynamic height is computed by dividing the NAVD 88
 DL3956.geopotential number by the normal gravity value computed on the
 DL3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3956.degrees latitude (g = 980.6199 gals.).
 DL3956
 DL3956.The modeled gravity was interpolated from observed gravity values.
 DL3956
 DL3956. The following values were computed from the NAD 83(2011) position.
 DL3956
 DL3956;                    North         East     Units Scale Factor Converg.
 DL3956;SPC MI S     -   113,275.207 3,961,431.813   MT  0.99992719   -0 19 09.9
 DL3956;SPC MI S     -   371,637.82 12,996,823.53   iFT  0.99992719   -0 19 09.9
 DL3956;UTM  16      - 4,709,651.762   677,753.886   MT  0.99998876   +1 27 46.3
 DL3956
 DL3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3956!SPC MI S     -   0.99996055  x   0.99992719  =   0.99988774
 DL3956!UTM  16      -   0.99996055  x   0.99998876  =   0.99994931
 DL3956
 DL3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7775309651(NAD 83)
 DL3956
 DL3956                          SUPERSEDED SURVEY CONTROL
 DL3956
 DL3956  NAD 83(2007)-  42 31 07.74555(N)    084 50 09.77713(W) AD(2002.00) B
 DL3956  ELLIP H (10/23/09)  251.597  (m)                       GP(2002.00) 3 1
 DL3956
 DL3956.Superseded values are not recommended for survey control.
 DL3956
 DL3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3956.See file dsdata.pdf to determine how the superseded data were derived.
 DL3956
 DL3956_MARKER: DD = SURVEY DISK
 DL3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3956_STAMPING: 23616 2008
 DL3956_MARK LOGO: MIDT
 DL3956_PROJECTION: FLUSH
 DL3956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3956+STABILITY: SURFACE MOTION
 DL3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3956+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2019
 DL3956
 DL3956  HISTORY     - Date     Condition        Report By
 DL3956  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3956  HISTORY     - 20090514 GOOD             MIDT
 DL3956  HISTORY     - 20191007 GOOD             MI-023
 DL3956
 DL3956                          STATION DESCRIPTION
 DL3956
 DL3956'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3956'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF CHESTER,
 DL3956'7.0 MI (11.3 KM) NORTHEAST OF OLIVET AND 3.1 MI (5.0 KM) SOUTH OF
 DL3956'CHARLOTTE.
 DL3956'
 DL3956'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH I-69B
 DL3956'(COCHRAN AVENUE) LOCATED APPROXIMATELY 3.3 MI (5.3 KM) SOUTH OF
 DL3956'CHARLOTTE, MI, GO NORTH ON BUSINESS 69 (COCHRAN AVENUE) FOR 0.2 MI
 DL3956'(0.3 KM) TO THE STATION ON THE LEFT.
 DL3956'
 DL3956'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3956'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3956'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 70 FT
 DL3956'(21.3 M) SOUTH OF EDGE OF CONCRETE OF SOUTHBOUND I-69 ON-RAMP, 19 FT
 DL3956'(5.8 M) WEST OF EDGE OF PAVEMENT OF BUSINESS 69 (COCHRAN ROAD), AND
 DL3956'3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL3956
 DL3956                          STATION RECOVERY (2009)
 DL3956
 DL3956'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 DL3956'RECOVERED AS DESCRIBED.
 DL3956
 DL3956                          STATION RECOVERY (2019)
 DL3956
 DL3956'RECOVERY NOTE BY BRANCH COUNTY MICHIGAN 2019 (SS)
 DL3956'THE MARK IS 47 FT (14.3 M) WEST OF THE CENTERLINE OF S. COCHRAN ROAD
 DL3956'AND 107 FT (32.6 M) SOUTH-SOUTHWEST OF THE INTERSECTION OF S. COCHRAN
 DL3956'AND THE SOUTH I-69 ON RAMP.  MARKED WITH A WOODEN LATH WITH PINK
 DL3956'RIBBON.  THREE MILES SOUTH OF DOWNTOWN CHARLOTTE, MI.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3957 ***********************************************************************
 DL3957  DESIGNATION -  23617
 DL3957  PID         -  DL3957
 DL3957  STATE/COUNTY-  MI/EATON
 DL3957  COUNTRY     -  US
 DL3957  USGS QUAD   -  CHARLOTTE (2017)
 DL3957
 DL3957                         *CURRENT SURVEY CONTROL
 DL3957  ______________________________________________________________________
 DL3957* NAD 83(1986) POSITION- 42 30 02.38   (N) 084 50 52.83   (W)   HD_HELD1
 DL3957* NAVD 88 ORTHO HEIGHT -   273.572 (meters)      897.54  (feet) ADJUSTED
 DL3957  ______________________________________________________________________
 DL3957  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 DL3957  DYNAMIC HEIGHT  -        273.482 (meters)      897.25  (feet) COMP
 DL3957  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 DL3957
 DL3957  VERT ORDER      -  FIRST     CLASS II
 DL3957
 DL3957.The horizontal coordinates were determined by differentially corrected
 DL3957.hand held GPS observations or other comparable positioning techniques
 DL3957.and have an estimated accuracy of +/- 3 meters.
 DL3957
 DL3957.The orthometric height was determined by differential leveling and
 DL3957.adjusted by the NATIONAL GEODETIC SURVEY
 DL3957.in September 2009.
 DL3957
 DL3957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3957.GEOID18 height accuracy estimate available here.
 DL3957
 DL3957.Click photographs - Photos may exist for this station.
 DL3957
 DL3957.The dynamic height is computed by dividing the NAVD 88
 DL3957.geopotential number by the normal gravity value computed on the
 DL3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3957.degrees latitude (g = 980.6199 gals.).
 DL3957
 DL3957.The modeled gravity was interpolated from observed gravity values.
 DL3957
 DL3957;                    North         East    Units  Estimated Accuracy
 DL3957;SPC MI S     -   111,264.0   3,960,437.6     MT  (+/- 3 meters HH1 GPS) 
 DL3957
 DL3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7682207610(NAD 83)
 DL3957
 DL3957                          SUPERSEDED SURVEY CONTROL
 DL3957
 DL3957.No superseded survey control is available for this station.
 DL3957
 DL3957_MARKER: DD = SURVEY DISK
 DL3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3957_STAMPING: 23617 2008
 DL3957_MARK LOGO: MIDT
 DL3957_PROJECTION: FLUSH
 DL3957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3957+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2008
 DL3957
 DL3957  HISTORY     - Date     Condition        Report By
 DL3957  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3957
 DL3957                          STATION DESCRIPTION
 DL3957
 DL3957'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3957'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF DUCK
 DL3957'LAKE, 5.6 MI (9.0 KM) NORTHEAST OF OLIVET AND 4.4 MI (7.1 KM) SOUTH OF
 DL3957'CHARLOTTE.
 DL3957'
 DL3957'TO REACH THE STATION FROM THE JUNCTION OF 5 POINT HIGHWAY WITH COCHRAN
 DL3957'ROAD, WITH MARSHALL ROAD, LOCATED 0.5 MI (0.8 KM) SOUTH OF I-69 EXIT
 DL3957'57, APPROXIMATELY 3.3 MI (5.3 KM) SOUTH OF CHARLOTTE, MI, GO SOUTHWEST
 DL3957'ON MARSHALL ROAD FOR 0.85 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DL3957'
 DL3957'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3957'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3957'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 22 FT
 DL3957'(6.7 M) NORTHWEST OF EDGE OF PAVEMENT OF MARSHALL ROAD, 6 FT (1.8 M)
 DL3957'SOUTHWEST OF CENTER OF DRIVEWAY OPENING --4589--, AND 3.3 FT (1.0 M)
 DL3957'EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3958 ***********************************************************************
 DL3958  DESIGNATION -  23618
 DL3958  PID         -  DL3958
 DL3958  STATE/COUNTY-  MI/EATON
 DL3958  COUNTRY     -  US
 DL3958  USGS QUAD   -  DUCK LAKE (2017)
 DL3958
 DL3958                         *CURRENT SURVEY CONTROL
 DL3958  ______________________________________________________________________
 DL3958* NAD 83(1986) POSITION- 42 28 56.31   (N) 084 52 23.77   (W)   HD_HELD1
 DL3958* NAVD 88 ORTHO HEIGHT -   270.996 (meters)      889.09  (feet) ADJUSTED
 DL3958  ______________________________________________________________________
 DL3958  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 DL3958  DYNAMIC HEIGHT  -        270.909 (meters)      888.81  (feet) COMP
 DL3958  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 DL3958
 DL3958  VERT ORDER      -  FIRST     CLASS II
 DL3958
 DL3958.The horizontal coordinates were determined by differentially corrected
 DL3958.hand held GPS observations or other comparable positioning techniques
 DL3958.and have an estimated accuracy of +/- 3 meters.
 DL3958
 DL3958.The orthometric height was determined by differential leveling and
 DL3958.adjusted by the NATIONAL GEODETIC SURVEY
 DL3958.in September 2009.
 DL3958
 DL3958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3958.GEOID18 height accuracy estimate available here.
 DL3958
 DL3958.Click photographs - Photos may exist for this station.
 DL3958
 DL3958.The dynamic height is computed by dividing the NAVD 88
 DL3958.geopotential number by the normal gravity value computed on the
 DL3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3958.degrees latitude (g = 980.6199 gals.).
 DL3958
 DL3958.The modeled gravity was interpolated from observed gravity values.
 DL3958
 DL3958;                    North         East    Units  Estimated Accuracy
 DL3958;SPC MI S     -   109,237.7   3,958,349.1     MT  (+/- 3 meters HH1 GPS) 
 DL3958
 DL3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7479805520(NAD 83)
 DL3958
 DL3958                          SUPERSEDED SURVEY CONTROL
 DL3958
 DL3958.No superseded survey control is available for this station.
 DL3958
 DL3958_MARKER: DD = SURVEY DISK
 DL3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3958_STAMPING: 23618 2008
 DL3958_MARK LOGO: MIDT
 DL3958_PROJECTION: FLUSH
 DL3958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3958+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2024
 DL3958
 DL3958  HISTORY     - Date     Condition        Report By
 DL3958  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3958  HISTORY     - 20180604 GOOD             INDIV
 DL3958  HISTORY     - 20240611 GOOD             MIDT
 DL3958
 DL3958                          STATION DESCRIPTION
 DL3958
 DL3958'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3958'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF DUCK LAKE,
 DL3958'5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF CHARLOTTE AND 3.8 MI (6.1 KM)
 DL3958'NORTHEAST OF OLIVET.
 DL3958'
 DL3958'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH AINGER
 DL3958'ROAD, NORTH, WITH KALAMO STREET, SOUTH, (EXIT 51), LOCATED
 DL3958'APPROXIMATELY 16 MI (25.7 KM) NORTHEAST OF THE CITY OF BATTLE CREEK,
 DL3958'MI, GO SOUTH-SOUTHEAST ON KALAMO STREET FOR 0.75 MI (1.2 KM) TO
 DL3958'MARSHALL ROAD, TURN LEFT AND GO NORTHEAST ON MARSHALL ROAD FOR 3.2 MI
 DL3958'(5.1 KM) TO NYE HIGHWAY ON THE RIGHT, CONTINUE NORTHEAST ON MARSHALL
 DL3958'ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL3958'
 DL3958'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3958'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3958'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 27 FT
 DL3958'(8.2 M) NORTHEAST OF EXTENDED CENTER OF DRIVEWAY OPENING --5879--, 25
 DL3958'FT (7.6 M) NORTHWEST OF EDGE OF PAVEMENT OF MARSHALL ROAD, AND 3.3 FT
 DL3958'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL3958
 DL3958                          STATION RECOVERY (2018)
 DL3958
 DL3958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JB)
 DL3958'RECOVERED IN GOOD CONDITION.
 DL3958
 DL3958                          STATION RECOVERY (2024)
 DL3958
 DL3958'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL3958'IN TALL GRASS OFF OF CENTER OF HOUSE DRIVEWAY OF 5879 MARSHALL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3959 ***********************************************************************
 DL3959  DESIGNATION -  23619
 DL3959  PID         -  DL3959
 DL3959  STATE/COUNTY-  MI/EATON
 DL3959  COUNTRY     -  US
 DL3959  USGS QUAD   -  OLIVET (2017)
 DL3959
 DL3959                         *CURRENT SURVEY CONTROL
 DL3959  ______________________________________________________________________
 DL3959* NAD 83(2011) POSITION- 42 27 52.88890(N) 084 53 47.95088(W)   ADJUSTED
 DL3959* NAD 83(2011) ELLIP HT-   241.207 (meters)        (06/27/12)   ADJUSTED
 DL3959* NAD 83(2011) EPOCH   -  2010.00
 DL3959* NAVD 88 ORTHO HEIGHT -   275.151 (meters)      902.72  (feet) ADJUSTED
 DL3959  ______________________________________________________________________
 DL3959  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 DL3959  NAD 83(2011) X  -    419,187.081 (meters)                     COMP
 DL3959  NAD 83(2011) Y  - -4,693,802.395 (meters)                     COMP
 DL3959  NAD 83(2011) Z  -  4,283,985.029 (meters)                     COMP
 DL3959  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 DL3959  DYNAMIC HEIGHT  -        275.062 (meters)      902.43  (feet) COMP
 DL3959  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 DL3959
 DL3959  VERT ORDER      -  FIRST     CLASS II
 DL3959
 DL3959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3959  Standards:
 DL3959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3959  -------------------------------------------------------------------
 DL3959  NETWORK    0.33   0.59           0.15   0.11   0.30     -0.00925923
 DL3959  -------------------------------------------------------------------
 DL3959  Click here for local accuracies and other accuracy information.
 DL3959
 DL3959.The horizontal coordinates were established by GPS observations
 DL3959.and adjusted by the National Geodetic Survey in June 2012.
 DL3959
 DL3959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3959.been affixed to the stable North American tectonic plate. See 
 DL3959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3959
 DL3959.The horizontal coordinates are valid at the epoch date displayed above
 DL3959.which is a decimal equivalence of Year/Month/Day.
 DL3959
 DL3959.The orthometric height was determined by differential leveling and
 DL3959.adjusted by the NATIONAL GEODETIC SURVEY
 DL3959.in September 2009.
 DL3959
 DL3959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3959.GEOID18 height accuracy estimate available here.
 DL3959
 DL3959.Click photographs - Photos may exist for this station.
 DL3959
 DL3959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3959
 DL3959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3959
 DL3959.The ellipsoidal height was determined by GPS observations
 DL3959.and is referenced to NAD 83.
 DL3959
 DL3959.The dynamic height is computed by dividing the NAVD 88
 DL3959.geopotential number by the normal gravity value computed on the
 DL3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3959.degrees latitude (g = 980.6199 gals.).
 DL3959
 DL3959.The modeled gravity was interpolated from observed gravity values.
 DL3959
 DL3959. The following values were computed from the NAD 83(2011) position.
 DL3959
 DL3959;                    North         East     Units Scale Factor Converg.
 DL3959;SPC MI S     -   107,292.744 3,956,414.324   MT  0.99993363   -0 21 38.4
 DL3959;SPC MI S     -   352,010.31 12,980,361.96   iFT  0.99993363   -0 21 38.4
 DL3959;UTM  16      - 4,703,515.898   672,924.592   MT  0.99996792   +1 25 13.4
 DL3959
 DL3959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3959!SPC MI S     -   0.99996217  x   0.99993363  =   0.99989580
 DL3959!UTM  16      -   0.99996217  x   0.99996792  =   0.99993009
 DL3959
 DL3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7292403515(NAD 83)
 DL3959
 DL3959                          SUPERSEDED SURVEY CONTROL
 DL3959
 DL3959  NAD 83(2007)-  42 27 52.88917(N)    084 53 47.95143(W) AD(2002.00) B
 DL3959  ELLIP H (10/19/09)  241.220  (m)                       GP(2002.00) 1 1
 DL3959
 DL3959.Superseded values are not recommended for survey control.
 DL3959
 DL3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3959.See file dsdata.pdf to determine how the superseded data were derived.
 DL3959
 DL3959_MARKER: DD = SURVEY DISK
 DL3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3959_STAMPING: 23619 2008
 DL3959_MARK LOGO: MIDT
 DL3959_PROJECTION: FLUSH
 DL3959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3959+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2021
 DL3959
 DL3959  HISTORY     - Date     Condition        Report By
 DL3959  HISTORY     - 20080629 MONUMENTED       COLEM
 DL3959  HISTORY     - 20180604 GOOD             INDIV
 DL3959  HISTORY     - 20210524 GOOD             MIDT
 DL3959
 DL3959                          STATION DESCRIPTION
 DL3959
 DL3959'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3959'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHWEST OF DUCK LAKE,
 DL3959'6.4 MI (10.3 KM) EAST-NORTHEAST OF BELLEVUE AND 2.1 MI (3.4 KM)
 DL3959'NORTHEAST OF OLIVET.
 DL3959'
 DL3959'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH AINGER
 DL3959'ROAD, NORTH, WITH KALAMO STREET, SOUTH, (EXIT 51), LOCATED
 DL3959'APPROXIMATELY 16 MI (25.7 KM) NORTHEAST OF THE CITY OF BATTLE CREEK,
 DL3959'MI, GO SOUTH-SOUTHEAST ON KALAMO STREET FOR 0.75 MI (1.2 KM) TO
 DL3959'MARSHALL ROAD, TURN LEFT AND GO NORTHEAST ON MARSHALL ROAD FOR 1.2 MI
 DL3959'(1.9 KM) TO BRADY LANE ON THE LEFT, CONTINUE NORTHEAST ON MARSHALL
 DL3959'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL3959'
 DL3959'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3959'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL3959'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M) THE STATION IS 120 FT
 DL3959'(36.6 M) SOUTHWEST OF CENTER OF DRIVEWAY OPENING --7060--, 19.5 FT
 DL3959'(5.9 M) NORTHWEST OF EDGE OF PAVEMENT OF MARSHALL ROAD, AND 3.3 FT
 DL3959'(1.0 M) SOUTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DL3959
 DL3959                          STATION RECOVERY (2018)
 DL3959
 DL3959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JB)
 DL3959'RECOVERED IN GOOD CONDITION.
 DL3959
 DL3959                          STATION RECOVERY (2021)
 DL3959
 DL3959'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AZ)
 DL3959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3960 ***********************************************************************
 DL3960  DESIGNATION -  23620
 DL3960  PID         -  DL3960
 DL3960  STATE/COUNTY-  MI/EATON
 DL3960  COUNTRY     -  US
 DL3960  USGS QUAD   -  OLIVET (2017)
 DL3960
 DL3960                         *CURRENT SURVEY CONTROL
 DL3960  ______________________________________________________________________
 DL3960* NAD 83(1986) POSITION- 42 26 53.60   (N) 084 55 20.86   (W)   HD_HELD1
 DL3960* NAVD 88 ORTHO HEIGHT -   269.441 (meters)      883.99  (feet) ADJUSTED
 DL3960  ______________________________________________________________________
 DL3960  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 DL3960  DYNAMIC HEIGHT  -        269.354 (meters)      883.71  (feet) COMP
 DL3960  MODELED GRAVITY -    980,290.7   (mgal)                       NAVD 88
 DL3960
 DL3960  VERT ORDER      -  FIRST     CLASS II
 DL3960
 DL3960.The horizontal coordinates were determined by differentially corrected
 DL3960.hand held GPS observations or other comparable positioning techniques
 DL3960.and have an estimated accuracy of +/- 3 meters.
 DL3960
 DL3960.The orthometric height was determined by differential leveling and
 DL3960.adjusted by the NATIONAL GEODETIC SURVEY
 DL3960.in September 2009.
 DL3960
 DL3960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3960.GEOID18 height accuracy estimate available here.
 DL3960
 DL3960.Click photographs - Photos may exist for this station.
 DL3960
 DL3960.The dynamic height is computed by dividing the NAVD 88
 DL3960.geopotential number by the normal gravity value computed on the
 DL3960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3960.degrees latitude (g = 980.6199 gals.).
 DL3960
 DL3960.The modeled gravity was interpolated from observed gravity values.
 DL3960
 DL3960;                    North         East    Units  Estimated Accuracy
 DL3960;SPC MI S     -   105,477.2   3,954,279.8     MT  (+/- 3 meters HH1 GPS) 
 DL3960
 DL3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7084701634(NAD 83)
 DL3960
 DL3960                          SUPERSEDED SURVEY CONTROL
 DL3960
 DL3960.No superseded survey control is available for this station.
 DL3960
 DL3960_MARKER: DD = SURVEY DISK
 DL3960_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL3960_SP_SET: BRIDGE WING WALL
 DL3960_STAMPING: 23620 2008
 DL3960_MARK LOGO: MIDT
 DL3960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3960+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 DL3960
 DL3960  HISTORY     - Date     Condition        Report By
 DL3960  HISTORY     - 20080708 MONUMENTED       COLEM
 DL3960  HISTORY     - 20180604 GOOD             INDIV
 DL3960  HISTORY     - 20230330 GOOD             MIDT
 DL3960
 DL3960                          STATION DESCRIPTION
 DL3960
 DL3960'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL3960'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF DUCK
 DL3960'LAKE, 4.9 MI (7.9 KM) EAST OF BELLEVUE AND 0.5 MI (0.8 KM) NORTH OF
 DL3960'OLIVET.
 DL3960'
 DL3960'TO REACH THE STATION FROM THE JUNCTION OF I-69 (US 27) WITH AINGER
 DL3960'ROAD, NORTH, WITH KALAMO STREET, SOUTH, (EXIT 51), LOCATED
 DL3960'APPROXIMATELY 16 MI (25.7 KM) NORTHEAST OF THE CITY OF BATTLE CREEK,
 DL3960'MI, GO SOUTH-SOUTHEAST ON KALAMO STREET FOR 0.75 MI (1.2 KM) TO
 DL3960'MARSHALL ROAD, TURN RIGHT AND GO SOUTHWEST ON MARSHALL ROAD (MAIN
 DL3960'STREET) FOR 0.05 MI (0.1 KM) TO BRIDGE --B01 OF 23031-- OVER INDIAN
 DL3960'CREEK AND THE STATION ON THE RIGHT.
 DL3960'
 DL3960'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL3960'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTHWEST WING
 DL3960'WALL.  THE STATION IS 9 FT (2.7 M) NORTHWEST OF EDGE OF CURB OF
 DL3960'MARSHALL ROAD (MAIN STREET).
 DL3960
 DL3960                          STATION RECOVERY (2018)
 DL3960
 DL3960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JB)
 DL3960'RECOVERED IN GOOD CONDITION.
 DL3960
 DL3960                          STATION RECOVERY (2023)
 DL3960
 DL3960'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DL3960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7386 ***********************************************************************
 DM7386  DESIGNATION -  23621
 DM7386  PID         -  DM7386
 DM7386  STATE/COUNTY-  MI/EATON
 DM7386  COUNTRY     -  US
 DM7386  USGS QUAD   -  CHARLOTTE (2017)
 DM7386
 DM7386                         *CURRENT SURVEY CONTROL
 DM7386  ______________________________________________________________________
 DM7386* NAD 83(1986) POSITION- 42 34 05.71   (N) 084 52 28.67   (W)   HD_HELD1
 DM7386* NAVD 88 ORTHO HEIGHT -   281.772 (meters)      924.45  (feet) ADJUSTED
 DM7386  ______________________________________________________________________
 DM7386  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 DM7386  DYNAMIC HEIGHT  -        281.682 (meters)      924.15  (feet) COMP
 DM7386  MODELED GRAVITY -    980,292.9   (mgal)                       NAVD 88
 DM7386
 DM7386  VERT ORDER      -  SECOND    CLASS I
 DM7386
 DM7386.The horizontal coordinates were determined by differentially corrected
 DM7386.hand held GPS observations or other comparable positioning techniques
 DM7386.and have an estimated accuracy of +/- 3 meters.
 DM7386
 DM7386.The orthometric height was determined by differential leveling and
 DM7386.adjusted by the NATIONAL GEODETIC SURVEY
 DM7386.in August 2013.
 DM7386
 DM7386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7386.GEOID18 height accuracy estimate available here.
 DM7386
 DM7386.Click photographs - Photos may exist for this station.
 DM7386
 DM7386.The dynamic height is computed by dividing the NAVD 88
 DM7386.geopotential number by the normal gravity value computed on the
 DM7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7386.degrees latitude (g = 980.6199 gals.).
 DM7386
 DM7386.The modeled gravity was interpolated from observed gravity values.
 DM7386
 DM7386;                    North         East    Units  Estimated Accuracy
 DM7386;SPC MI S     -   118,784.5   3,958,294.8     MT  (+/- 3 meters HH1 GPS) 
 DM7386
 DM7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7444615061(NAD 83)
 DM7386
 DM7386                          SUPERSEDED SURVEY CONTROL
 DM7386
 DM7386.No superseded survey control is available for this station.
 DM7386
 DM7386_MARKER: F = FLANGE-ENCASED ROD
 DM7386_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7386_STAMPING: 23621 2009
 DM7386_MARK LOGO: NONE
 DM7386_PROJECTION: RECESSED 8 CENTIMETERS
 DM7386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7386+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7386_ROD/PIPE-DEPTH: 8.32 meters
 DM7386_SLEEVE-DEPTH  : 1.0 meters
 DM7386
 DM7386  HISTORY     - Date     Condition        Report By
 DM7386  HISTORY     - 20090518 MONUMENTED       MIDT
 DM7386  HISTORY     - 20240820 GOOD             MIDT
 DM7386
 DM7386                          STATION DESCRIPTION
 DM7386
 DM7386'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7386'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF NEEDMORE, 3.3
 DM7386'MI (5.3 KM) SOUTHEAST OF CHESTER AND 2.0 MI (3.2 KM) WEST OF CHARLOTTE
 DM7386'IN THE NORTHEAST INTERSECTION OF MILLERBURG ROAD AND M-79.
 DM7386'
 DM7386'TO REACH FROM THE INTERSECTION OF MILLERBURG ROAD AND M-79 PROCEED
 DM7386'EAST ALONG M-79 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DM7386'
 DM7386'THE STATION IS 11.2 FT (3.4 M) WEST OF THE CORNER POST FOR CLEAR
 DM7386'VISION, 93.0 FT (28.3 M) WEST OF CONCRETE RIGHT OF WAY POST, 62.5 FT
 DM7386'(19.1 M) NORTH OF THE CENTERLINE OF M-79, 191.7 FT (58.4 M) SOUTHEAST
 DM7386'OF CORNER POST FOR CLEAR VISION AND 22.0 FT (6.7 M) NORTHWEST FROM AN
 DM7386'ELECTRICAL BOX.
 DM7386'
 DM7386'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7386
 DM7386                          STATION RECOVERY (2024)
 DM7386
 DM7386'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7386'FOUND UNDER 3 IN OF DIRT.  STILL IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7385 ***********************************************************************
 DM7385  DESIGNATION -  23622
 DM7385  PID         -  DM7385
 DM7385  STATE/COUNTY-  MI/EATON
 DM7385  COUNTRY     -  US
 DM7385  USGS QUAD   -  CHESTER (2017)
 DM7385
 DM7385                         *CURRENT SURVEY CONTROL
 DM7385  ______________________________________________________________________
 DM7385* NAD 83(1986) POSITION- 42 34 05.48   (N) 084 54 00.24   (W)   HD_HELD1
 DM7385* NAVD 88 ORTHO HEIGHT -   262.273 (meters)      860.47  (feet) ADJUSTED
 DM7385  ______________________________________________________________________
 DM7385  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 DM7385  DYNAMIC HEIGHT  -        262.189 (meters)      860.20  (feet) COMP
 DM7385  MODELED GRAVITY -    980,292.9   (mgal)                       NAVD 88
 DM7385
 DM7385  VERT ORDER      -  SECOND    CLASS I
 DM7385
 DM7385.The horizontal coordinates were determined by differentially corrected
 DM7385.hand held GPS observations or other comparable positioning techniques
 DM7385.and have an estimated accuracy of +/- 3 meters.
 DM7385
 DM7385.The orthometric height was determined by differential leveling and
 DM7385.adjusted by the NATIONAL GEODETIC SURVEY
 DM7385.in August 2013.
 DM7385
 DM7385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7385.GEOID18 height accuracy estimate available here.
 DM7385
 DM7385.Click photographs - Photos may exist for this station.
 DM7385
 DM7385.The dynamic height is computed by dividing the NAVD 88
 DM7385.geopotential number by the normal gravity value computed on the
 DM7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7385.degrees latitude (g = 980.6199 gals.).
 DM7385
 DM7385.The modeled gravity was interpolated from observed gravity values.
 DM7385
 DM7385;                    North         East    Units  Estimated Accuracy
 DM7385;SPC MI S     -   118,790.3   3,956,206.4     MT  (+/- 3 meters HH1 GPS) 
 DM7385
 DM7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7235915001(NAD 83)
 DM7385
 DM7385                          SUPERSEDED SURVEY CONTROL
 DM7385
 DM7385.No superseded survey control is available for this station.
 DM7385
 DM7385_MARKER: DD = SURVEY DISK
 DM7385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7385_SP_SET: BRIDGE WALL
 DM7385_STAMPING: 23622 2009
 DM7385_MARK LOGO: MIDT
 DM7385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7385+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7385
 DM7385  HISTORY     - Date     Condition        Report By
 DM7385  HISTORY     - 20090518 MONUMENTED       MIDT
 DM7385  HISTORY     - 20240820 GOOD             MIDT
 DM7385
 DM7385                          STATION DESCRIPTION
 DM7385
 DM7385'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7385'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF
 DM7385'NEEDMORE, 3.3 MI (5.3 KM) WEST OF CHARLOTTE AND 2.7 MI (4.3 KM)
 DM7385'SOUTH-SOUTHEAST OF CHESTER.
 DM7385'
 DM7385'TO REACH FROM THE INTERSECTION OF STINE ROAD AND M-79 GO WEST ALONG
 DM7385'M-79 FOR 0.2 MI (0.3 KM) TO A BRIDGE AND THE MARK IS SET IN THE
 DM7385'NORTHWEST SIDE OF THE BRIDGE ON THE NORTH SIDE OF THE ROAD.
 DM7385'
 DM7385'THE STATION IS LOCATED ON THE TOP FIRST STEP OF THE WEST WALL ON THE
 DM7385'NORTH SIDE OF THE BRIDGE.
 DM7385'
 DM7385'ITG IS 26.1 FT (8.0 M) NORTH OF THE CENTERLINE OF M-79, 20.8 FT (6.3
 DM7385'M) WEST OF THE WEST FACE OF THE EAST WING WALL, 2.3 FT (0.7 M) NORTH
 DM7385'OF THE NORTH SIDE OF THE BRIDGE BARRIER WALL AND 36.2 FT (11.0 M)
 DM7385'SOUTH OF PEDESTRIAN.
 DM7385
 DM7385                          STATION RECOVERY (2024)
 DM7385
 DM7385'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7384 ***********************************************************************
 DM7384  DESIGNATION -  23623
 DM7384  PID         -  DM7384
 DM7384  STATE/COUNTY-  MI/EATON
 DM7384  COUNTRY     -  US
 DM7384  USGS QUAD   -  CHESTER (2017)
 DM7384
 DM7384                         *CURRENT SURVEY CONTROL
 DM7384  ______________________________________________________________________
 DM7384* NAD 83(1986) POSITION- 42 34 05.07   (N) 084 54 56.82   (W)   HD_HELD1
 DM7384* NAVD 88 ORTHO HEIGHT -   268.641 (meters)      881.37  (feet) ADJUSTED
 DM7384  ______________________________________________________________________
 DM7384  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 DM7384  DYNAMIC HEIGHT  -        268.554 (meters)      881.08  (feet) COMP
 DM7384  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 DM7384
 DM7384  VERT ORDER      -  SECOND    CLASS I
 DM7384
 DM7384.The horizontal coordinates were determined by differentially corrected
 DM7384.hand held GPS observations or other comparable positioning techniques
 DM7384.and have an estimated accuracy of +/- 3 meters.
 DM7384
 DM7384.The orthometric height was determined by differential leveling and
 DM7384.adjusted by the NATIONAL GEODETIC SURVEY
 DM7384.in August 2013.
 DM7384
 DM7384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7384.GEOID18 height accuracy estimate available here.
 DM7384
 DM7384.Click photographs - Photos may exist for this station.
 DM7384
 DM7384.The dynamic height is computed by dividing the NAVD 88
 DM7384.geopotential number by the normal gravity value computed on the
 DM7384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7384.degrees latitude (g = 980.6199 gals.).
 DM7384
 DM7384.The modeled gravity was interpolated from observed gravity values.
 DM7384
 DM7384;                    North         East    Units  Estimated Accuracy
 DM7384;SPC MI S     -   118,785.9   3,954,916.0     MT  (+/- 3 meters HH1 GPS) 
 DM7384
 DM7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7106914957(NAD 83)
 DM7384
 DM7384                          SUPERSEDED SURVEY CONTROL
 DM7384
 DM7384.No superseded survey control is available for this station.
 DM7384
 DM7384_MARKER: F = FLANGE-ENCASED ROD
 DM7384_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7384_STAMPING: 23623 2009
 DM7384_MARK LOGO: NONE
 DM7384_PROJECTION: RECESSED 5 CENTIMETERS
 DM7384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7384+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM7384_ROD/PIPE-DEPTH: 9.47 meters
 DM7384_SLEEVE-DEPTH  : 1.0 meters
 DM7384
 DM7384  HISTORY     - Date     Condition        Report By
 DM7384  HISTORY     - 20090518 MONUMENTED       MIDT
 DM7384  HISTORY     - 20240820 MARK NOT FOUND   MIDT
 DM7384
 DM7384                          STATION DESCRIPTION
 DM7384
 DM7384'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7384'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF
 DM7384'NEEDMORE, 4.1 MI (6.6 KM) WEST OF CHARLOTTE AND 2.6 MI (4.2 KM) SOUTH
 DM7384'OF CHESTER IN THE SOUTHWEST QUAD OF CHESTER ROAD AND M-79.
 DM7384'
 DM7384'TO REACH FROM THE INTERSECTION OF CHESTER ROAD AND M-79 GO WEST 0.05
 DM7384'MI (0.1 KM) ON M-79 TO THE STATION ON THE LEFT.
 DM7384'
 DM7384'THE STATION IS 17.9 FT (5.5 M) NORTH WEST OF AN ANGLE IRON POST FOR
 DM7384'CLEAR VISION FENCE, 50.3 FT (15.3 M) SOUTH OF THE CENTERLINE OF M-79,
 DM7384'61.5 FT (18.7 M) NORTH WEST OF A CLUSTER OF A FENCE POST, 221.7 FT
 DM7384'(67.6 M) WEST OF THE CENTERLINE OF CHESTER ROAD AND 123.0 FT (37.5 M)
 DM7384'SOUTH WEST FROM M-79 WEST ROAD SIGN.
 DM7384'
 DM7384'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7384
 DM7384                          STATION RECOVERY (2024)
 DM7384
 DM7384'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7384'THE MARK IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7383 ***********************************************************************
 DM7383  DESIGNATION -  23624
 DM7383  PID         -  DM7383
 DM7383  STATE/COUNTY-  MI/EATON
 DM7383  COUNTRY     -  US
 DM7383  USGS QUAD   -  CHESTER (2017)
 DM7383
 DM7383                         *CURRENT SURVEY CONTROL
 DM7383  ______________________________________________________________________
 DM7383* NAD 83(1986) POSITION- 42 34 04.19   (N) 084 56 43.03   (W)   HD_HELD1
 DM7383* NAVD 88 ORTHO HEIGHT -   273.739 (meters)      898.09  (feet) ADJUSTED
 DM7383  ______________________________________________________________________
 DM7383  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 DM7383  DYNAMIC HEIGHT  -        273.651 (meters)      897.80  (feet) COMP
 DM7383  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 DM7383
 DM7383  VERT ORDER      -  SECOND    CLASS I
 DM7383
 DM7383.The horizontal coordinates were determined by differentially corrected
 DM7383.hand held GPS observations or other comparable positioning techniques
 DM7383.and have an estimated accuracy of +/- 3 meters.
 DM7383
 DM7383.The orthometric height was determined by differential leveling and
 DM7383.adjusted by the NATIONAL GEODETIC SURVEY
 DM7383.in August 2013.
 DM7383
 DM7383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7383.GEOID18 height accuracy estimate available here.
 DM7383
 DM7383.Click photographs - Photos may exist for this station.
 DM7383
 DM7383.The dynamic height is computed by dividing the NAVD 88
 DM7383.geopotential number by the normal gravity value computed on the
 DM7383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7383.degrees latitude (g = 980.6199 gals.).
 DM7383
 DM7383.The modeled gravity was interpolated from observed gravity values.
 DM7383
 DM7383;                    North         East    Units  Estimated Accuracy
 DM7383;SPC MI S     -   118,775.0   3,952,493.6     MT  (+/- 3 meters HH1 GPS) 
 DM7383
 DM7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6864814871(NAD 83)
 DM7383
 DM7383                          SUPERSEDED SURVEY CONTROL
 DM7383
 DM7383.No superseded survey control is available for this station.
 DM7383
 DM7383_MARKER: F = FLANGE-ENCASED ROD
 DM7383_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7383_STAMPING: 23624 2009
 DM7383_MARK LOGO: NONE
 DM7383_PROJECTION: RECESSED 5 CENTIMETERS
 DM7383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7383+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7383_ROD/PIPE-DEPTH: 6.64 meters
 DM7383_SLEEVE-DEPTH  : 1.0 meters
 DM7383
 DM7383  HISTORY     - Date     Condition        Report By
 DM7383  HISTORY     - 20090521 MONUMENTED       MIDT
 DM7383  HISTORY     - 20240820 GOOD             MIDT
 DM7383
 DM7383                          STATION DESCRIPTION
 DM7383
 DM7383'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7383'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF
 DM7383'NASHVILLE, 5.6 MI (9.0 KM) WEST OF CHARLOTTE AND 3.1 MI (5.0 KM)
 DM7383'SOUTH-SOUTHWEST OF CHESTER ON THE SOUTH SIDE OF M-79 BETWEEN BRADLEY
 DM7383'AND AINGER ROAD.
 DM7383'
 DM7383'TO REACH FROM THE INTERSECTION OF AINGER ROAD AN M-79 GO 0.7 MI (1.1
 DM7383'KM) WEST ON M-79 TO THE STATION ON THE LEFT.
 DM7383'
 DM7383'THE STATION IS 56.0 FT (17.1 M) SOUTH OF THE CENTERLINE OF M-79, 52.8
 DM7383'FT (16.1 M) WEST-NORTHWEST OF A 6 INCH (15 CM) WOODEN POST, 143.0 FT
 DM7383'(43.6 M) WEST-NORTHWEST OF A RIGHT OF WAY CONCRETE POST, 37.7 FT (11.5
 DM7383'M) NORTH EAST OF A 6 INCH (15 CM) WOODEN POST AND 3.0 FT (0.9 M) NORTH
 DM7383'OF A TENSILE FENCE.
 DM7383'
 DM7383'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7383
 DM7383                          STATION RECOVERY (2024)
 DM7383
 DM7383'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7382 ***********************************************************************
 DM7382  DESIGNATION -  23625
 DM7382  PID         -  DM7382
 DM7382  STATE/COUNTY-  MI/EATON
 DM7382  COUNTRY     -  US
 DM7382  USGS QUAD   -  CHESTER (2017)
 DM7382
 DM7382                         *CURRENT SURVEY CONTROL
 DM7382  ______________________________________________________________________
 DM7382* NAD 83(1986) POSITION- 42 34 04.37   (N) 084 58 28.99   (W)   HD_HELD1
 DM7382* NAVD 88 ORTHO HEIGHT -   262.967 (meters)      862.75  (feet) ADJUSTED
 DM7382  ______________________________________________________________________
 DM7382  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 DM7382  DYNAMIC HEIGHT  -        262.882 (meters)      862.47  (feet) COMP
 DM7382  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 DM7382
 DM7382  VERT ORDER      -  SECOND    CLASS I
 DM7382
 DM7382.The horizontal coordinates were determined by differentially corrected
 DM7382.hand held GPS observations or other comparable positioning techniques
 DM7382.and have an estimated accuracy of +/- 3 meters.
 DM7382
 DM7382.The orthometric height was determined by differential leveling and
 DM7382.adjusted by the NATIONAL GEODETIC SURVEY
 DM7382.in August 2013.
 DM7382
 DM7382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7382.GEOID18 height accuracy estimate available here.
 DM7382
 DM7382.Click photographs - Photos may exist for this station.
 DM7382
 DM7382.The dynamic height is computed by dividing the NAVD 88
 DM7382.geopotential number by the normal gravity value computed on the
 DM7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7382.degrees latitude (g = 980.6199 gals.).
 DM7382
 DM7382.The modeled gravity was interpolated from observed gravity values.
 DM7382
 DM7382;                    North         East    Units  Estimated Accuracy
 DM7382;SPC MI S     -   118,797.6   3,950,077.1     MT  (+/- 3 meters HH1 GPS) 
 DM7382
 DM7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6623214818(NAD 83)
 DM7382
 DM7382                          SUPERSEDED SURVEY CONTROL
 DM7382
 DM7382.No superseded survey control is available for this station.
 DM7382
 DM7382_MARKER: F = FLANGE-ENCASED ROD
 DM7382_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7382_STAMPING: 23625 2009
 DM7382_MARK LOGO: NONE
 DM7382_PROJECTION: RECESSED 5 CENTIMETERS
 DM7382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7382+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7382_ROD/PIPE-DEPTH: 7.99 meters
 DM7382_SLEEVE-DEPTH  : 1.0 meters
 DM7382
 DM7382  HISTORY     - Date     Condition        Report By
 DM7382  HISTORY     - 20090518 MONUMENTED       MIDT
 DM7382  HISTORY     - 20200527 GOOD             MIDT
 DM7382  HISTORY     - 20240820 POOR             MIDT
 DM7382
 DM7382                          STATION DESCRIPTION
 DM7382
 DM7382'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7382'THE STATION IS LOCATED IN THE NORTH EAST QUAD OF THE INTERSECTION OF
 DM7382'SHAYTOWN ROAD AND M-79, ABOUT 7.1 MI (11.4 KM) WEST OF CHARLOTTE, 6.5
 DM7382'MI (10.5 KM) EAST-SOUTHEAST OF NASHVILLE AND 4.0 MI (6.4 KM) SOUTHWEST
 DM7382'OF CHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DM7382'
 DM7382'TO REACH FROM THE INTERSECTION OF M-50 AND M-79 GO WEST ON M-79 7.14
 DM7382'MI (11.5 KM) TO THE MARK ON THE RIGHT.
 DM7382'
 DM7382'IT IS 89.3 FT (27.2 M) NORTH-NORTHEAST OF TO THE NORTHEAST CORNER OF
 DM7382'18IN DRAIN HEADWALL, 77.3 FT (23.6 M) WEST-NORTHWEST OF TEE POST IN
 DM7382'CLEAR VISION FENCE LINE, 50.0 FT (15.2 M) EAST OF CENTER LINE OF
 DM7382'SHAYTOWN ROAD, 36.5 FT (11.1 M) SOUTHEAST OF ANGLE IRON POST FOR CLEAR
 DM7382'VISION FENCE AND 120.0 FT (36.6 M) NORTHEAST OF THE STOP SIGN ON
 DM7382'SHAYTOWN ROAD.
 DM7382'
 DM7382'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7382
 DM7382                          STATION RECOVERY (2020)
 DM7382
 DM7382'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DM7382'RECOVERED IN GOOD CONDITION.
 DM7382
 DM7382                          STATION RECOVERY (2024)
 DM7382
 DM7382'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7382'FOUND WITH LID GONE AND FILLED WITH DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7381 ***********************************************************************
 DM7381  DESIGNATION -  23626
 DM7381  PID         -  DM7381
 DM7381  STATE/COUNTY-  MI/EATON
 DM7381  COUNTRY     -  US
 DM7381  USGS QUAD   -  CHESTER (2017)
 DM7381
 DM7381                         *CURRENT SURVEY CONTROL
 DM7381  ______________________________________________________________________
 DM7381* NAD 83(1986) POSITION- 42 34 00.85   (N) 084 59 39.33   (W)   HD_HELD1
 DM7381* NAVD 88 ORTHO HEIGHT -   265.143 (meters)      869.89  (feet) ADJUSTED
 DM7381  ______________________________________________________________________
 DM7381  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 DM7381  DYNAMIC HEIGHT  -        265.058 (meters)      869.61  (feet) COMP
 DM7381  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 DM7381
 DM7381  VERT ORDER      -  SECOND    CLASS I
 DM7381
 DM7381.The horizontal coordinates were determined by differentially corrected
 DM7381.hand held GPS observations or other comparable positioning techniques
 DM7381.and have an estimated accuracy of +/- 3 meters.
 DM7381
 DM7381.The orthometric height was determined by differential leveling and
 DM7381.adjusted by the NATIONAL GEODETIC SURVEY
 DM7381.in August 2013.
 DM7381
 DM7381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7381.GEOID18 height accuracy estimate available here.
 DM7381
 DM7381.Click photographs - Photos may exist for this station.
 DM7381
 DM7381.The dynamic height is computed by dividing the NAVD 88
 DM7381.geopotential number by the normal gravity value computed on the
 DM7381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7381.degrees latitude (g = 980.6199 gals.).
 DM7381
 DM7381.The modeled gravity was interpolated from observed gravity values.
 DM7381
 DM7381;                    North         East    Units  Estimated Accuracy
 DM7381;SPC MI S     -   118,700.8   3,948,472.1     MT  (+/- 3 meters HH1 GPS) 
 DM7381
 DM7381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6463114671(NAD 83)
 DM7381
 DM7381                          SUPERSEDED SURVEY CONTROL
 DM7381
 DM7381.No superseded survey control is available for this station.
 DM7381
 DM7381_MARKER: F = FLANGE-ENCASED ROD
 DM7381_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7381_STAMPING: 23626 2009
 DM7381_MARK LOGO: NONE
 DM7381_PROJECTION: RECESSED 25 CENTIMETERS
 DM7381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7381+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7381_ROD/PIPE-DEPTH: 12.0 meters
 DM7381_SLEEVE-DEPTH  : 1.0 meters
 DM7381
 DM7381  HISTORY     - Date     Condition        Report By
 DM7381  HISTORY     - 20090521 MONUMENTED       MIDT
 DM7381  HISTORY     - 20240820 GOOD             MIDT
 DM7381
 DM7381                          STATION DESCRIPTION
 DM7381
 DM7381'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7381'THE STATION IS LOCATED IN THE SOUTH EAST QUAD OF PERRY ROAD AND M-79
 DM7381'ABOUT 8.1 MI (13.0 KM) WEST OF CHARLOTTE, 5.6 MI (9.0 KM)
 DM7381'EAST-SOUTHEAST OF NASHVILLE AND 4.9 MI (7.9 KM) WEST-SOUTHWEST OF
 DM7381'CHESTER.
 DM7381'
 DM7381'TO REACH FROM THE INTERSECTION OF SHAYTOWN ROAD AND M-79 GO WEST ON
 DM7381'M-79 FOR 1 MI (1.6 KM) TO THE STATION ON THE LEFT, ON THE SOUTH SIDE
 DM7381'OF M-79 AND EAST SIDE OF PERRY ROAD.
 DM7381'
 DM7381'THE STATION IS 3.8 FT (1.2 M) NORTH OF A FENCE, 118.0 FT (36.0 M)
 DM7381'SOUTH WEST FROM THE NORTH WEST CORNER OF ANGLE IRON POST OF CLEAR
 DM7381'VISION, 86.5 FT (26.4 M) EAST OF THE CENTERLINE OF PERRY ROAD, 64.4 FT
 DM7381'(19.6 M) NORTH EAST FROM AN ANGLE IRON POST FOR CLEAR VISION FENCE AND
 DM7381'99.3 FT (30.3 M) FROM THE SOUTH EAST CORNER OF A 24 INCH (61 CM) DRAIN
 DM7381'HEADWALL ON EAST SIDE OF PERRY ROAD.
 DM7381'
 DM7381'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7381
 DM7381                          STATION RECOVERY (2024)
 DM7381
 DM7381'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7381'FOUND AS DESCRIBED.  BURIED IN 10 IN OF DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7380 ***********************************************************************
 DM7380  DESIGNATION -  23627
 DM7380  PID         -  DM7380
 DM7380  STATE/COUNTY-  MI/EATON
 DM7380  COUNTRY     -  US
 DM7380  USGS QUAD   -  NASHVILLE (2017)
 DM7380
 DM7380                         *CURRENT SURVEY CONTROL
 DM7380  ______________________________________________________________________
 DM7380* NAD 83(1986) POSITION- 42 34 02.87   (N) 085 01 35.73   (W)   HD_HELD1
 DM7380* NAVD 88 ORTHO HEIGHT -   285.123 (meters)      935.44  (feet) ADJUSTED
 DM7380  ______________________________________________________________________
 DM7380  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 DM7380  DYNAMIC HEIGHT  -        285.032 (meters)      935.14  (feet) COMP
 DM7380  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 DM7380
 DM7380  VERT ORDER      -  SECOND    CLASS I
 DM7380
 DM7380.The horizontal coordinates were determined by differentially corrected
 DM7380.hand held GPS observations or other comparable positioning techniques
 DM7380.and have an estimated accuracy of +/- 3 meters.
 DM7380
 DM7380.The orthometric height was determined by differential leveling and
 DM7380.adjusted by the NATIONAL GEODETIC SURVEY
 DM7380.in August 2013.
 DM7380
 DM7380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7380.GEOID18 height accuracy estimate available here.
 DM7380
 DM7380.Click photographs - Photos may exist for this station.
 DM7380
 DM7380.The dynamic height is computed by dividing the NAVD 88
 DM7380.geopotential number by the normal gravity value computed on the
 DM7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7380.degrees latitude (g = 980.6199 gals.).
 DM7380
 DM7380.The modeled gravity was interpolated from observed gravity values.
 DM7380
 DM7380;                    North         East    Units  Estimated Accuracy
 DM7380;SPC MI S     -   118,783.4   3,945,817.9     MT  (+/- 3 meters HH1 GPS) 
 DM7380
 DM7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6197514671(NAD 83)
 DM7380
 DM7380                          SUPERSEDED SURVEY CONTROL
 DM7380
 DM7380.No superseded survey control is available for this station.
 DM7380
 DM7380_MARKER: F = FLANGE-ENCASED ROD
 DM7380_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7380_STAMPING: 23627 2009
 DM7380_MARK LOGO: NONE
 DM7380_PROJECTION: RECESSED 5 CENTIMETERS
 DM7380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7380+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DM7380_ROD/PIPE-DEPTH: 8.31 meters
 DM7380_SLEEVE-DEPTH  : 1.0 meters
 DM7380
 DM7380  HISTORY     - Date     Condition        Report By
 DM7380  HISTORY     - 20090521 MONUMENTED       MIDT
 DM7380  HISTORY     - 20240820 GOOD             MIDT
 DM7380
 DM7380                          STATION DESCRIPTION
 DM7380
 DM7380'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7380'THE STATION IS LOCATED ON THE NORTH SIDE OF M-79 BETWEEN IONIA AND
 DM7380'PEASE ROAD, ABOUT 8.6 MI (13.8 KM) NORTH OF BELLEVUE, 6.3 MI (10.1 KM)
 DM7380'WEST-SOUTHWEST OF CHESTER AND 4.2 MI (6.8 KM) SOUTHEAST OF NASHVILLE.
 DM7380'TO REACH FROM THE INTERSECTION OF IONIA ROAD AND M-79 GO WEST ON M-79
 DM7380'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DM7380'
 DM7380'THE STATION IS 2 FT (0.6 M) SOUTH OF CLEAR VISION FENCE, 56.9 FT (17.3
 DM7380'M) NORTH OF THE CENTERLINE OF M-79, 108.5 FT (33.1 M) WEST OF THE
 DM7380'CENTERLINE OF DRIVEWAY TO BARN, 53.4 FT (16.3 M) WEST OF A 6 INCH (15
 DM7380'CM) BY 6 INCH (15 CM) WOODEN FENCE POST AND 45.8 FT (14.0 M) EAST OF
 DM7380'GRAY T POST.
 DM7380'
 DM7380'NOTE -- GENERIC LOGO CAP NO PRECAST STAMPING.
 DM7380
 DM7380                          STATION RECOVERY (2024)
 DM7380
 DM7380'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DM7380'FOUND AS DESCRIBED.  TALL GRASS AROUND IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7379 ***********************************************************************
 DM7379  DESIGNATION -  23628
 DM7379  PID         -  DM7379
 DM7379  STATE/COUNTY-  MI/EATON
 DM7379  COUNTRY     -  US
 DM7379  USGS QUAD   -  NASHVILLE (2017)
 DM7379
 DM7379                         *CURRENT SURVEY CONTROL
 DM7379  ______________________________________________________________________
 DM7379* NAD 83(1986) POSITION- 42 34 03.09   (N) 085 03 12.32   (W)   HD_HELD1
 DM7379* NAVD 88 ORTHO HEIGHT -   284.596 (meters)      933.71  (feet) ADJUSTED
 DM7379  ______________________________________________________________________
 DM7379  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 DM7379  DYNAMIC HEIGHT  -        284.505 (meters)      933.41  (feet) COMP
 DM7379  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 DM7379
 DM7379  VERT ORDER      -  SECOND    CLASS I
 DM7379
 DM7379.The horizontal coordinates were determined by differentially corrected
 DM7379.hand held GPS observations or other comparable positioning techniques
 DM7379.and have an estimated accuracy of +/- 3 meters.
 DM7379
 DM7379.The orthometric height was determined by differential leveling and
 DM7379.adjusted by the NATIONAL GEODETIC SURVEY
 DM7379.in August 2013.
 DM7379
 DM7379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7379.GEOID18 height accuracy estimate available here.
 DM7379
 DM7379.Click photographs - Photos may exist for this station.
 DM7379
 DM7379.The dynamic height is computed by dividing the NAVD 88
 DM7379.geopotential number by the normal gravity value computed on the
 DM7379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7379.degrees latitude (g = 980.6199 gals.).
 DM7379
 DM7379.The modeled gravity was interpolated from observed gravity values.
 DM7379
 DM7379;                    North         East    Units  Estimated Accuracy
 DM7379;SPC MI S     -   118,807.8   3,943,615.2     MT  (+/- 3 meters HH1 GPS) 
 DM7379
 DM7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5977314627(NAD 83)
 DM7379
 DM7379                          SUPERSEDED SURVEY CONTROL
 DM7379
 DM7379.No superseded survey control is available for this station.
 DM7379
 DM7379_MARKER: F = FLANGE-ENCASED ROD
 DM7379_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7379_STAMPING: 23628 2009
 DM7379_MARK LOGO: NONE
 DM7379_PROJECTION: RECESSED 5 CENTIMETERS
 DM7379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7379+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 DM7379_ROD/PIPE-DEPTH: 8.06 meters
 DM7379_SLEEVE-DEPTH  : 1.0 meters
 DM7379
 DM7379  HISTORY     - Date     Condition        Report By
 DM7379  HISTORY     - 20090521 MONUMENTED       MIDT
 DM7379
 DM7379                          STATION DESCRIPTION
 DM7379
 DM7379'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7379'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF
 DM7379'BELLEVUE, 7.6 MI (12.2 KM) WEST-SOUTHWEST OF CHESTER AND 3.2 MI (5.1
 DM7379'KM) SOUTHEAST OF NASHVILLE.
 DM7379'
 DM7379'TO REACH FROM THE INTERSECTION OF PEASE ROAD AND M-79 GO 1.0 MI (1.6
 DM7379'KM) WEST ON M-79 TO THE STATION ON THE RIGHT.
 DM7379'
 DM7379'THE STATION IS 52.7 FT (16.1 M) SOUTH EAST OF ANGLE IRON FENCE POST IN
 DM7379'CLEAR FENCE, 70.0 FT (21.3 M) EAST OF THE CENTERLINE OF MASON ROAD,
 DM7379'2.5 FT (0.8 M) SOUTH OF CLEAR VISION FENCE, 48.1 FT (14.7 M) NORTH
 DM7379'WEST OF T POST IN CLEAR VISION FENCE AND 36.2 FT (11.0 M) EAST OF
 DM7379'AMERITECH ELECTRIC BOX.
 DM7379'
 DM7379'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM7387 ***********************************************************************
 DM7387  DESIGNATION -  23629
 DM7387  PID         -  DM7387
 DM7387  STATE/COUNTY-  MI/EATON
 DM7387  COUNTRY     -  US
 DM7387  USGS QUAD   -  CHARLOTTE (2017)
 DM7387
 DM7387                         *CURRENT SURVEY CONTROL
 DM7387  ______________________________________________________________________
 DM7387* NAD 83(1986) POSITION- 42 33 59.88   (N) 084 51 21.49   (W)   HD_HELD1
 DM7387* NAVD 88 ORTHO HEIGHT -   283.348 (meters)      929.62  (feet) ADJUSTED
 DM7387  ______________________________________________________________________
 DM7387  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 DM7387  DYNAMIC HEIGHT  -        283.257 (meters)      929.32  (feet) COMP
 DM7387  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 DM7387
 DM7387  VERT ORDER      -  SECOND    CLASS I
 DM7387
 DM7387.The horizontal coordinates were determined by differentially corrected
 DM7387.hand held GPS observations or other comparable positioning techniques
 DM7387.and have an estimated accuracy of +/- 3 meters.
 DM7387
 DM7387.The orthometric height was determined by differential leveling and
 DM7387.adjusted by the NATIONAL GEODETIC SURVEY
 DM7387.in August 2013.
 DM7387
 DM7387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7387.GEOID18 height accuracy estimate available here.
 DM7387
 DM7387.Click photographs - Photos may exist for this station.
 DM7387
 DM7387.The dynamic height is computed by dividing the NAVD 88
 DM7387.geopotential number by the normal gravity value computed on the
 DM7387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7387.degrees latitude (g = 980.6199 gals.).
 DM7387
 DM7387.The modeled gravity was interpolated from observed gravity values.
 DM7387
 DM7387;                    North         East    Units  Estimated Accuracy
 DM7387;SPC MI S     -   118,595.5   3,959,825.9     MT  (+/- 3 meters HH1 GPS) 
 DM7387
 DM7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7598314919(NAD 83)
 DM7387
 DM7387                          SUPERSEDED SURVEY CONTROL
 DM7387
 DM7387.No superseded survey control is available for this station.
 DM7387
 DM7387_MARKER: F = FLANGE-ENCASED ROD
 DM7387_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM7387_STAMPING: 23629 2009
 DM7387_MARK LOGO: NONE
 DM7387_PROJECTION: RECESSED 5 CENTIMETERS
 DM7387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7387+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM7387_ROD/PIPE-DEPTH: 7.20 meters
 DM7387_SLEEVE-DEPTH  : 1.0 meters
 DM7387
 DM7387  HISTORY     - Date     Condition        Report By
 DM7387  HISTORY     - 20090518 MONUMENTED       MIDT
 DM7387
 DM7387                          STATION DESCRIPTION
 DM7387
 DM7387'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DM7387'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF NEEDMORE, 4.0
 DM7387'MI (6.4 KM) SOUTHEAST OF CHESTER AND 1.0 MI (1.6 KM) WEST-NORTHWEST OF
 DM7387'CHARLOTTE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DM7387'
 DM7387'TO REACH FROM THE INTERSECTION OF M-50 AND M-79 HEAD WEST ON M-79 1.05
 DM7387'MI (1.7 KM) TO THE INTERSECTION OF M-79 AND WHEATON ROAD THE MARK IS
 DM7387'IN THE NORTHWEST QUAD OF THE INTERSECTION OF THE ROADS.
 DM7387'
 DM7387'IT IS 93.5 FT (28.5 M) WEST OF THE CENTERLINE OF WHEATON ROAD, 90.5 FT
 DM7387'(27.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF M-79, 74.4 FT (22.7 M)
 DM7387'EAST OF TO ANGLE IRON FENCE POST AND 71.0 FT (21.6 M) WEST-SOUTHWEST
 DM7387'OF TO ANGLE IRON FENCE POST.  ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD.
 DM7387'
 DM7387'NOTE GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0353 ***********************************************************************
 QJ0353  DESIGNATION -  237 UDP+198
 QJ0353  PID         -  QJ0353
 QJ0353  STATE/COUNTY-  MI/CHIPPEWA
 QJ0353  COUNTRY     -  US
 QJ0353  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0353
 QJ0353                         *CURRENT SURVEY CONTROL
 QJ0353  ______________________________________________________________________
 QJ0353* NAD 83(1994) POSITION- 45 58 21.91908(N) 083 52 59.85349(W)   ADJUSTED
 QJ0353* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QJ0353  ______________________________________________________________________
 QJ0353  GEOID HEIGHT    -        -36.851 (meters)                     GEOID18
 QJ0353  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 QJ0353  HORZ ORDER      -  SECOND
 QJ0353
 QJ0353.The horizontal coordinates were established by classical geodetic methods
 QJ0353.and adjusted by the National Geodetic Survey in February 1997.
 QJ0353
 QJ0353.The orthometric height was scaled from a topographic map.
 QJ0353
 QJ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0353.GEOID18 height accuracy estimate available here.
 QJ0353
 QJ0353.Click photographs - Photos may exist for this station.
 QJ0353
 QJ0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0353
 QJ0353. The following values were computed from the NAD 83(1994) position.
 QJ0353
 QJ0353;                    North         East     Units Scale Factor Converg.
 QJ0353;SPC MI N     -   136,944.819 8,241,466.785   MT  0.99991764   +2 15 09.8
 QJ0353;SPC MI N     -   449,294.03 27,038,933.02   iFT  0.99991764   +2 15 09.8
 QJ0353;UTM  17      - 5,095,063.111   276,633.517   MT  1.00021339   -2 04 26.3
 QJ0353
 QJ0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0353!SPC MI N     -   0.99997757  x   0.99991764  =   0.99989521
 QJ0353!UTM  17      -   0.99997757  x   1.00021339  =   1.00019095
 QJ0353
 QJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7663395063(NAD 83)
 QJ0353
 QJ0353                          SUPERSEDED SURVEY CONTROL
 QJ0353
 QJ0353  NAD 83(1986)-  45 58 21.90630(N)    083 52 59.84635(W) AD(       ) 2
 QJ0353
 QJ0353.Superseded values are not recommended for survey control.
 QJ0353
 QJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0353.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0353
 QJ0353_MARKER: DS = TRIANGULATION STATION DISK
 QJ0353_SETTING: 80 = SET IN A BOULDER
 QJ0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0353+STABILITY: SURFACE MOTION
 QJ0353
 QJ0353  HISTORY     - Date     Condition        Report By
 QJ0353  HISTORY     - 1988     MONUMENTED       USACE
 QJ0353
 QJ0353                          STATION DESCRIPTION
 QJ0353
 QJ0353'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0353'THE STATION IS LOCATED ABOUT 68.2 KM (42.4 MI) SOUTH-SOUTHEAST OF
 QJ0353'SAULT STE MARIE
 QJ0353'62.4 KM (38.8 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0353'1.9 KM (1.2 MI) SOUTHEAST OF DETOUR VILLAGE
 QJ0353'IN GOVT LOT 4, SEC 1, T41N-R4E.
 QJ0353'OWNERSHIP---WILLIAM R. BRYANT, JR AND LOIS A BRYANT.
 QJ0353'
 QJ0353'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0353'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0353'TRAVEL BY BOAT ACROSS THE ST MARYS RIVER AND UPRIVER FOR
 QJ0353'APPROXIMATELY 10 MINUTES TO A LOG HOME ON THE EAST SHORE AND THE
 QJ0353'STATION IN FRONT.
 QJ0353'
 QJ0353'THE STATION IS A STANDARD COE DISK
 QJ0353'STAMPED---UPD+198---,
 QJ0353'SET INTO A ROCK LOCATED 18.3 METERS (60 FT) FROM THE SHORE, IN
 QJ0353'FRONT OF A LOG HOME OWNED BY WILLIAM A BRYANT, JR.
 QJ0353'
 QJ0353'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0212 ***********************************************************************
 RJ0212  DESIGNATION -  238
 RJ0212  PID         -  RJ0212
 RJ0212  STATE/COUNTY-  MI/CHIPPEWA
 RJ0212  COUNTRY     -  US
 RJ0212  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0212
 RJ0212                         *CURRENT SURVEY CONTROL
 RJ0212  ______________________________________________________________________
 RJ0212* NAD 83(1986) POSITION- 46 20 10.     (N) 084 07 28.     (W)   SCALED
 RJ0212* NAVD 88 ORTHO HEIGHT -   194.769 (meters)      639.00  (feet) ADJUSTED
 RJ0212  ______________________________________________________________________
 RJ0212  GEOID HEIGHT    -        -36.621 (meters)                     GEOID18
 RJ0212  DYNAMIC HEIGHT  -        194.779 (meters)      639.04  (feet) COMP
 RJ0212  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 RJ0212
 RJ0212  VERT ORDER      -  FIRST     CLASS I
 RJ0212
 RJ0212.The horizontal coordinates were scaled from a map and have
 RJ0212.an estimated accuracy of +/- 6 seconds.
 RJ0212
 RJ0212.The orthometric height was determined by differential leveling and
 RJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0212.in June 1991.
 RJ0212
 RJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0212.GEOID18 height accuracy estimate available here.
 RJ0212
 RJ0212.Click photographs - Photos may exist for this station.
 RJ0212
 RJ0212.The dynamic height is computed by dividing the NAVD 88
 RJ0212.geopotential number by the normal gravity value computed on the
 RJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0212.degrees latitude (g = 980.6199 gals.).
 RJ0212
 RJ0212.The modeled gravity was interpolated from observed gravity values.
 RJ0212
 RJ0212;                    North         East    Units  Estimated Accuracy
 RJ0212;SPC MI N     -   176,600.    8,221,330.      MT  (+/- 180 meters Scaled)
 RJ0212
 RJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS213354(NAD 83)
 RJ0212
 RJ0212                          SUPERSEDED SURVEY CONTROL
 RJ0212
 RJ0212  NGVD 29 (??/??/92)  194.752  (m)          638.95   (f) ADJ UNCH    1 1
 RJ0212
 RJ0212.Superseded values are not recommended for survey control.
 RJ0212
 RJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0212
 RJ0212_MARKER: Z = SEE DESCRIPTION
 RJ0212_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0212+WITH SETTING: INTO GROUND
 RJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0212+STABILITY: SURFACE MOTION
 RJ0212
 RJ0212  HISTORY     - Date     Condition        Report By
 RJ0212  HISTORY     - 1969     MONUMENTED       NONE
 RJ0212  HISTORY     - 1969     GOOD             USLS
 RJ0212  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0212
 RJ0212                          STATION DESCRIPTION
 RJ0212
 RJ0212'DESCRIBED BY US LAKE SURVEY 1969
 RJ0212'AT SUGAR ISLAND.
 RJ0212'238, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0212'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0212'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0212'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0212'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0212'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES,
 RJ0212'THEN SOUTHEAST 2.1 MILES TO SERVICE ROAD ON LEFT, 27 FEET
 RJ0212'NORTHEAST OF CENTERLINE OF ROAD, 7 FEET SOUTHEAST OF CENTERLINE
 RJ0212'OF SERVICE ROAD, 5.0 FEET NORTHWEST OF UTILITY POLE NO. SU
 RJ0212'I-238, 1-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 RJ0212'POINT ON TOP OF AN 3/8-INCH DIAMETER IRON ROD, 6 FEET LONG.
 RJ0212
 RJ0212                          STATION RECOVERY (1983)
 RJ0212
 RJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0212'NOT RECOVERED, APPEARS A TELEPHONE JUNCTION BOX SLAB HAS BEEN PLACED
 RJ0212'OVER RECOVERY SPOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0042 ***********************************************************************
 NF0042  DESIGNATION -  238 1/2
 NF0042  PID         -  NF0042
 NF0042  STATE/COUNTY-  MI/SHIAWASSEE
 NF0042  COUNTRY     -  US
 NF0042  USGS QUAD   -  PERRY (2017)
 NF0042
 NF0042                         *CURRENT SURVEY CONTROL
 NF0042  ______________________________________________________________________
 NF0042* NAD 83(2011) POSITION- 42 49 05.22588(N) 084 14 42.08631(W)   ADJUSTED
 NF0042* NAD 83(2011) ELLIP HT-   234.142 (meters)        (06/27/12)   ADJUSTED
 NF0042* NAD 83(2011) EPOCH   -  2010.00
 NF0042* NAVD 88 ORTHO HEIGHT -   267.338 (meters)      877.09  (feet) ADJUSTED
 NF0042  ______________________________________________________________________
 NF0042  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 NF0042  NAD 83(2011) X  -    469,874.308 (meters)                     COMP
 NF0042  NAD 83(2011) Y  - -4,662,263.920 (meters)                     COMP
 NF0042  NAD 83(2011) Z  -  4,312,861.748 (meters)                     COMP
 NF0042  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 NF0042  DYNAMIC HEIGHT  -        267.272 (meters)      876.87  (feet) COMP
 NF0042  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 NF0042
 NF0042  VERT ORDER      -  SECOND    CLASS 0
 NF0042
 NF0042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0042  Standards:
 NF0042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0042  -------------------------------------------------------------------
 NF0042  NETWORK    0.38   0.84           0.17   0.14   0.43      0.06098401
 NF0042  -------------------------------------------------------------------
 NF0042  Click here for local accuracies and other accuracy information.
 NF0042
 NF0042.The horizontal coordinates were established by GPS observations
 NF0042.and adjusted by the National Geodetic Survey in June 2012.
 NF0042
 NF0042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0042.been affixed to the stable North American tectonic plate. See 
 NF0042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0042
 NF0042.The horizontal coordinates are valid at the epoch date displayed above
 NF0042.which is a decimal equivalence of Year/Month/Day.
 NF0042
 NF0042.The orthometric height was determined by differential leveling and
 NF0042.adjusted by the NATIONAL GEODETIC SURVEY
 NF0042.in June 1991.
 NF0042
 NF0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0042.GEOID18 height accuracy estimate available here.
 NF0042
 NF0042.Click photographs - Photos may exist for this station.
 NF0042
 NF0042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0042
 NF0042.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0042
 NF0042.The ellipsoidal height was determined by GPS observations
 NF0042.and is referenced to NAD 83.
 NF0042
 NF0042.The dynamic height is computed by dividing the NAVD 88
 NF0042.geopotential number by the normal gravity value computed on the
 NF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0042.degrees latitude (g = 980.6199 gals.).
 NF0042
 NF0042.The modeled gravity was interpolated from observed gravity values.
 NF0042
 NF0042. The following values were computed from the NAD 83(2011) position.
 NF0042
 NF0042;                    North         East     Units Scale Factor Converg.
 NF0042;SPC MI S     -   146,420.202 4,009,947.146   MT  0.99990756   +0 04 58.0
 NF0042;SPC MI S     -   480,381.24 13,155,994.57   iFT  0.99990756   +0 04 58.0
 NF0042;UTM  16      - 4,744,299.179   725,221.496   MT  1.00022409   +1 52 23.8
 NF0042
 NF0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0042!SPC MI S     -   0.99996328  x   0.99990756  =   0.99987085
 NF0042!UTM  16      -   0.99996328  x   1.00022409  =   1.00018736
 NF0042
 NF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2522144299(NAD 83)
 NF0042
 NF0042                          SUPERSEDED SURVEY CONTROL
 NF0042
 NF0042  NAD 83(2007)-  42 49 05.22611(N)    084 14 42.08703(W) AD(2002.00) 1
 NF0042  ELLIP H (09/24/08)  234.152  (m)                       GP(2002.00) 3 1
 NF0042  NAVD 88             267.34   (m)          877.1    (f) LEVELING    3  
 NF0042  NGVD 29 (??/??/92)  267.472  (m)          877.53   (f) ADJ UNCH    2 0
 NF0042
 NF0042.Superseded values are not recommended for survey control.
 NF0042
 NF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0042.See file dsdata.pdf to determine how the superseded data were derived.
 NF0042
 NF0042_MARKER: B = BOLT
 NF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0042_STAMPING: BM 238 1/2
 NF0042_MARK LOGO: GTWRR
 NF0042_PROJECTION: FLUSH
 NF0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0042+STABILITY: SURFACE MOTION
 NF0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0042+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 NF0042
 NF0042  HISTORY     - Date     Condition        Report By
 NF0042  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0042  HISTORY     - 1934     GOOD             CGS
 NF0042  HISTORY     - 1976     GOOD             NGS
 NF0042  HISTORY     - 20070606 GOOD             MIDT
 NF0042
 NF0042                          STATION DESCRIPTION
 NF0042
 NF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0042'1.5 MI W FROM PERRY.
 NF0042'1.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0042'STATION AT PERRY, SHIAWASSEE COUNTY, 0.5 MILE EAST OF MILEPOST
 NF0042'C 238, 416 YARDS WEST OF THE CENTER OF A ROAD CROSSING, 78 YARDS
 NF0042'EAST OF A BATTERY CHAMBER, 37.5 FEET SOUTH OF THE SOUTH RAIL OF
 NF0042'THE SOUTH TRACK, AND 0.8 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 NF0042'A COPPER BOLT, STAMPED 238-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0042'POST.
 NF0042
 NF0042                          STATION RECOVERY (1976)
 NF0042
 NF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0042'MARK WAS RECOVERED AND IS IN GOOD CONDITION. IT IS APPROXIMATELY 416
 NF0042'YARDS SOUTH WEST OF THE CENTER OF THE CROSSING OF BATH ROAD AND THE
 NF0042'RAILROAD, 32.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET
 NF0042'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE AND
 NF0042'NORTHWEST OF A SEWAGE DISPOSAL POND A WITNESS POST WAS SET 1 FOOT
 NF0042'SOUTH OF THE MARK.
 NF0042
 NF0042                          STATION RECOVERY (2007)
 NF0042
 NF0042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0042'MARK IS RECESSED 15 CM (6 INCHES) BELOW GROUND SURFACE. RECOVERED AS
 NF0042'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0520 ***********************************************************************
 NE0520  DESIGNATION -  24
 NE0520  PID         -  NE0520
 NE0520  STATE/COUNTY-  MI/WAYNE
 NE0520  COUNTRY     -  US
 NE0520  USGS QUAD   -  ROCKWOOD (2017)
 NE0520
 NE0520                         *CURRENT SURVEY CONTROL
 NE0520  ______________________________________________________________________
 NE0520* NAD 83(1986) POSITION- 42 05 54.     (N) 083 12 47.     (W)   SCALED
 NE0520* NAVD 88 ORTHO HEIGHT -   177.022 (meters)      580.78  (feet) ADJUSTED
 NE0520  ______________________________________________________________________
 NE0520  GEOID HEIGHT    -        -34.891 (meters)                     GEOID18
 NE0520  DYNAMIC HEIGHT  -        176.963 (meters)      580.59  (feet) COMP
 NE0520  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 NE0520
 NE0520  VERT ORDER      -  FIRST     CLASS I
 NE0520
 NE0520.The horizontal coordinates were scaled from a map and have
 NE0520.an estimated accuracy of +/- 6 seconds.
 NE0520
 NE0520.The orthometric height was determined by differential leveling and
 NE0520.adjusted by the NATIONAL GEODETIC SURVEY
 NE0520.in June 1991.
 NE0520
 NE0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0520.GEOID18 height accuracy estimate available here.
 NE0520
 NE0520.Click photographs - Photos may exist for this station.
 NE0520
 NE0520.The dynamic height is computed by dividing the NAVD 88
 NE0520.geopotential number by the normal gravity value computed on the
 NE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0520.degrees latitude (g = 980.6199 gals.).
 NE0520
 NE0520.The modeled gravity was interpolated from observed gravity values.
 NE0520
 NE0520;                    North         East    Units  Estimated Accuracy
 NE0520;SPC MI S     -    67,120.    4,095,430.      MT  (+/- 180 meters Scaled)
 NE0520
 NE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG169630(NAD 83)
 NE0520
 NE0520                          SUPERSEDED SURVEY CONTROL
 NE0520
 NE0520  NGVD 29 (??/??/92)  177.185  (m)          581.31   (f) ADJ UNCH    1 1
 NE0520
 NE0520.Superseded values are not recommended for survey control.
 NE0520
 NE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0520.See file dsdata.pdf to determine how the superseded data were derived.
 NE0520
 NE0520_MARKER: DD = SURVEY DISK
 NE0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0520_SP_SET: BRIDGE ABUTMENT
 NE0520_STAMPING: NO 24 BENCH MARK USC AND G 1899 ELEV
 NE0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0520
 NE0520  HISTORY     - Date     Condition        Report By
 NE0520  HISTORY     - 1899     MONUMENTED       DTSRR
 NE0520  HISTORY     - 1968     GOOD             CGS
 NE0520  HISTORY     - 1987     GOOD             USPSQD
 NE0520  HISTORY     - 1988     GOOD             USPSQD
 NE0520  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0520  HISTORY     - 20050718 POOR             ADVGEO
 NE0520
 NE0520                          STATION DESCRIPTION
 NE0520
 NE0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0520'1.6 MI NW FROM GIBRALTAR.
 NE0520'ABOUT 1.3 MILES WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE
 NE0520'BRIDGE OVER THE GIBRALTAR WATERWAY, THENCE 0.3 MILE NORTHEAST
 NE0520'ALONG THE DETROIT AND TOLEDO LAKE SHORE RAILROAD, SET ON THE
 NE0520'TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT FOR A 60-FOOT
 NE0520'CONCRETE BRIDGE OVER BROWNSTOWN CREEK, 12.7 FEET NORTHWEST
 NE0520'OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK, 2.1 FEET SOUTHEAST
 NE0520'OF THE NORTHWEST END OF THE ABUTMENT AND 1 1/2 FEET BELOW THE
 NE0520'LEVEL OF THE TRACK.  ALSO ABOUT 2.7 MILES NORTHEAST ALONG THE
 NE0520'D AND TSL RR FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD.
 NE0520
 NE0520                          STATION RECOVERY (1987)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0520'RECOVERED IN GOOD CONDITION.
 NE0520
 NE0520                          STATION RECOVERY (1988)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0520'RECOVERED IN GOOD CONDITION.
 NE0520
 NE0520                          STATION RECOVERY (1999)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0520'MARK NOT FOUND.
 NE0520
 NE0520                          STATION RECOVERY (2005)
 NE0520
 NE0520'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE0520'FOUND WHAT APPEARS TO BE AN INDENTATION OF DISC AND ROD PORTION OF
 NE0520'DISK IN CONCRETE BRIDGE ABUTMENT AT LOCATION DESCRIBED.  NO EVIDENCE
 NE0520'OF ACTUAL SURVEY DISK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0298 ***********************************************************************
 NF0298  DESIGNATION -  24
 NF0298  PID         -  NF0298
 NF0298  STATE/COUNTY-  MI/INGHAM
 NF0298  COUNTRY     -  US
 NF0298  USGS QUAD   -  LANSING SOUTH (2017)
 NF0298
 NF0298                         *CURRENT SURVEY CONTROL
 NF0298  ______________________________________________________________________
 NF0298* NAD 83(1986) POSITION- 42 42 43.     (N) 084 30 44.     (W)   SCALED
 NF0298* NAVD 88 ORTHO HEIGHT -   252.32  (+/-2cm)      827.8   (feet) VERTCON3
 NF0298  ______________________________________________________________________
 NF0298  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 NF0298  VERT ORDER      -  ? (See Below)
 NF0298
 NF0298.The horizontal coordinates were scaled from a map and have
 NF0298.an estimated accuracy of +/- 6 seconds.
 NF0298
 NF0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0298
 NF0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0298.GEOID18 height accuracy estimate available here.
 NF0298
 NF0298.The vertical order pertains to the NGVD 29 superseded value.
 NF0298
 NF0298.Click photographs - Photos may exist for this station.
 NF0298
 NF0298;                    North         East    Units  Estimated Accuracy
 NF0298;SPC MI S     -   134,630.    3,988,080.      MT  (+/- 180 meters Scaled)
 NF0298
 NF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN037318(NAD 83)
 NF0298
 NF0298                          SUPERSEDED SURVEY CONTROL
 NF0298
 NF0298  NGVD 29 (??/??/92)  252.450  (m)          828.25   (f) ADJ UNCH       
 NF0298
 NF0298.Superseded values are not recommended for survey control.
 NF0298
 NF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0298.See file dsdata.pdf to determine how the superseded data were derived.
 NF0298
 NF0298_MARKER: B = BOLT
 NF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0298+STABILITY: SURFACE MOTION
 NF0298
 NF0298  HISTORY     - Date     Condition        Report By
 NF0298  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0298  HISTORY     - 1932     GOOD             MISCOL
 NF0298
 NF0298                          STATION DESCRIPTION
 NF0298
 NF0298'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0298'AT EAST LANSING.
 NF0298'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0298'CAMPUS, SOUTHWEST OF A GREENHOUSE SOUTH OF RIVER DRIVE, 16.6
 NF0298'FEET WEST OF A TRIANGULAR BLAZE ON THE SOUTH TRUNK OF A DOUBLE
 NF0298'OAK TREE, 17.5 FEET NORTH OF A TRIANGULAR BLAZE ON THE MAIN
 NF0298'TRUNK OF A CLUMP OF MAPLE TREES, 17.7 FEET NORTHEAST OF AN OAK
 NF0298'TREE, AND 5 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE.  A BOLT,
 NF0298'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0056 ***********************************************************************
 OL0056  DESIGNATION -  24 A
 OL0056  PID         -  OL0056
 OL0056  STATE/COUNTY-  MI/MUSKEGON
 OL0056  COUNTRY     -  US
 OL0056  USGS QUAD   -  TWIN LAKE (2017)
 OL0056
 OL0056                         *CURRENT SURVEY CONTROL
 OL0056  ______________________________________________________________________
 OL0056* NAD 83(1986) POSITION- 43 21 48.     (N) 086 09 47.     (W)   SCALED
 OL0056* NAVD 88 ORTHO HEIGHT -   209.393 (meters)      686.98  (feet) ADJUSTED
 OL0056  ______________________________________________________________________
 OL0056  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 OL0056  DYNAMIC HEIGHT  -        209.350 (meters)      686.84  (feet) COMP
 OL0056  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 OL0056
 OL0056  VERT ORDER      -  SECOND    CLASS 0
 OL0056
 OL0056.The horizontal coordinates were scaled from a map and have
 OL0056.an estimated accuracy of +/- 6 seconds.
 OL0056
 OL0056.The orthometric height was determined by differential leveling and
 OL0056.adjusted by the NATIONAL GEODETIC SURVEY
 OL0056.in June 1991.
 OL0056
 OL0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0056.GEOID18 height accuracy estimate available here.
 OL0056
 OL0056.Click photographs - Photos may exist for this station.
 OL0056
 OL0056.The dynamic height is computed by dividing the NAVD 88
 OL0056.geopotential number by the normal gravity value computed on the
 OL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0056.degrees latitude (g = 980.6199 gals.).
 OL0056
 OL0056.The modeled gravity was interpolated from observed gravity values.
 OL0056
 OL0056;                    North         East    Units  Estimated Accuracy
 OL0056;SPC MI S     -   208,530.    3,854,410.      MT  (+/- 180 meters Scaled)
 OL0056
 OL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP678015(NAD 83)
 OL0056
 OL0056                          SUPERSEDED SURVEY CONTROL
 OL0056
 OL0056  NGVD 29 (??/??/92)  209.518  (m)          687.39   (f) ADJ UNCH    2 0
 OL0056
 OL0056.Superseded values are not recommended for survey control.
 OL0056
 OL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0056.See file dsdata.pdf to determine how the superseded data were derived.
 OL0056
 OL0056_MARKER: DD = SURVEY DISK
 OL0056_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0056_STAMPING: 24 A
 OL0056_MARK LOGO: CGS+SS
 OL0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0056
 OL0056  HISTORY     - Date     Condition        Report By
 OL0056  HISTORY     - 1934     MONUMENTED       MIGS
 OL0056  HISTORY     - 1940     GOOD             CGS
 OL0056  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0056
 OL0056                          STATION DESCRIPTION
 OL0056
 OL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OL0056'AT TWIN LAKE.
 OL0056'AT TWIN LAKE, MUSKEGON COUNTY, 168 YARDS SOUTHWEST OF THE SOUTHWEST
 OL0056'FACE OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A ROAD
 OL0056'CROSSING, 21.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.2
 OL0056'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 OL0056'A STATE SURVEY STANDARD DISK, STAMPED 24 A AND SET IN THE TOP
 OL0056'OF A CONCRETE POST.  NOTE-- THERE IS NO DEPOT OR CAR HOUSE IN
 OL0056'THIS TOWN.  THE NEAREST CAR HOUSE IS IN HOLTON, MICHIGAN.
 OL0056
 OL0056                          STATION RECOVERY (1979)
 OL0056
 OL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0056'MARK NOT FOUND.
 OL0056
 OL0056                          STATION RECOVERY (1987)
 OL0056
 OL0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0032 ***********************************************************************
 OL0032  DESIGNATION -  24 P
 OL0032  PID         -  OL0032
 OL0032  STATE/COUNTY-  MI/MUSKEGON
 OL0032  COUNTRY     -  US
 OL0032  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0032
 OL0032                         *CURRENT SURVEY CONTROL
 OL0032  ______________________________________________________________________
 OL0032* NAD 83(1986) POSITION- 43 09 41.49   (N) 086 12 55.92   (W)   HD_HELD1
 OL0032* NAVD 88 ORTHO HEIGHT -   192.065 (meters)      630.13  (feet) ADJUSTED
 OL0032  ______________________________________________________________________
 OL0032  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 OL0032  DYNAMIC HEIGHT  -        192.023 (meters)      630.00  (feet) COMP
 OL0032  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 OL0032
 OL0032  VERT ORDER      -  SECOND    CLASS 0
 OL0032
 OL0032.The horizontal coordinates were determined by differentially corrected
 OL0032.hand held GPS observations or other comparable positioning techniques
 OL0032.and have an estimated accuracy of +/- 3 meters.
 OL0032
 OL0032.The orthometric height was determined by differential leveling and
 OL0032.adjusted by the NATIONAL GEODETIC SURVEY
 OL0032.in June 1991.
 OL0032
 OL0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0032.GEOID18 height accuracy estimate available here.
 OL0032
 OL0032.Click photographs - Photos may exist for this station.
 OL0032
 OL0032.The dynamic height is computed by dividing the NAVD 88
 OL0032.geopotential number by the normal gravity value computed on the
 OL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0032.degrees latitude (g = 980.6199 gals.).
 OL0032
 OL0032.The modeled gravity was interpolated from observed gravity values.
 OL0032
 OL0032;                    North         East    Units  Estimated Accuracy
 OL0032;SPC MI S     -   186,210.3   3,849,661.5     MT  (+/- 3 meters HH1 GPS) 
 OL0032
 OL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6377279050(NAD 83)
 OL0032
 OL0032                          SUPERSEDED SURVEY CONTROL
 OL0032
 OL0032  NGVD 29 (??/??/92)  192.199  (m)          630.57   (f) ADJ UNCH    2 0
 OL0032
 OL0032.Superseded values are not recommended for survey control.
 OL0032
 OL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0032.See file dsdata.pdf to determine how the superseded data were derived.
 OL0032
 OL0032_MARKER: DD = SURVEY DISK
 OL0032_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0032_SP_SET: REINFORCED CONCRETE
 OL0032_STAMPING: 24-P
 OL0032_MARK LOGO: CGS+SS
 OL0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0032
 OL0032  HISTORY     - Date     Condition        Report By
 OL0032  HISTORY     - 1934     MONUMENTED       MIGS
 OL0032  HISTORY     - 1963     GOOD             MIGS
 OL0032  HISTORY     - 1972     MARK NOT FOUND   USGS
 OL0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0032
 OL0032                          STATION DESCRIPTION
 OL0032
 OL0032'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1963
 OL0032'2.2 MI S FROM MUSKEGON HEIGHTS.
 OL0032'THIS BENCHMARK IS LOCATED 35 FT S OF N LINE SEC. 21, (C/L OF
 OL0032'FRUITPORT ROAD WHICH IS ALSO CALLED ELLIS ROAD), AND 31.3 FT W
 OL0032'OF W RAIL OF PERE MARQUETTE RR.  TO REACH, GO 2.25 MI S FROM
 OL0032'MUSKEGEN HEIGHTS ON U.S. 31 TO FRUITPORT RD., THENCE E 0.25 MI
 OL0032'TO RR AND STATION.  STATION C AND GS AND STATE SURVEY STANDARD
 OL0032'DISK IN REINFORCED CONCRETE PROJECTING 6 IN.
 OL0032
 OL0032                          STATION RECOVERY (1972)
 OL0032
 OL0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OL0032'MARK NOT FOUND.
 OL0032
 OL0032                          STATION RECOVERY (1984)
 OL0032
 OL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0032'SEARCHED FOR AND NOT RECOVERED THIS DATE, AREA CLEARED BY BULLDOZER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0058 ***********************************************************************
 OL0058  DESIGNATION -  24 X
 OL0058  PID         -  OL0058
 OL0058  STATE/COUNTY-  MI/MUSKEGON
 OL0058  COUNTRY     -  US
 OL0058  USGS QUAD   -  TWIN LAKE (2017)
 OL0058
 OL0058                         *CURRENT SURVEY CONTROL
 OL0058  ______________________________________________________________________
 OL0058* NAD 83(1986) POSITION- 43 19 27.     (N) 086 12 56.     (W)   SCALED
 OL0058* NAVD 88 ORTHO HEIGHT -   203.489 (meters)      667.61  (feet) ADJUSTED
 OL0058  ______________________________________________________________________
 OL0058  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 OL0058  DYNAMIC HEIGHT  -        203.447 (meters)      667.48  (feet) COMP
 OL0058  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 OL0058
 OL0058  VERT ORDER      -  SECOND    CLASS 0
 OL0058
 OL0058.The horizontal coordinates were scaled from a map and have
 OL0058.an estimated accuracy of +/- 6 seconds.
 OL0058
 OL0058.The orthometric height was determined by differential leveling and
 OL0058.adjusted by the NATIONAL GEODETIC SURVEY
 OL0058.in June 1991.
 OL0058
 OL0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0058.GEOID18 height accuracy estimate available here.
 OL0058
 OL0058.Click photographs - Photos may exist for this station.
 OL0058
 OL0058.The dynamic height is computed by dividing the NAVD 88
 OL0058.geopotential number by the normal gravity value computed on the
 OL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0058.degrees latitude (g = 980.6199 gals.).
 OL0058
 OL0058.The modeled gravity was interpolated from observed gravity values.
 OL0058
 OL0058;                    North         East    Units  Estimated Accuracy
 OL0058;SPC MI S     -   204,270.    3,850,060.      MT  (+/- 180 meters Scaled)
 OL0058
 OL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN636971(NAD 83)
 OL0058
 OL0058                          SUPERSEDED SURVEY CONTROL
 OL0058
 OL0058  NGVD 29 (??/??/92)  203.616  (m)          668.03   (f) ADJ UNCH    2 0
 OL0058
 OL0058.Superseded values are not recommended for survey control.
 OL0058
 OL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0058.See file dsdata.pdf to determine how the superseded data were derived.
 OL0058
 OL0058_MARKER: DD = SURVEY DISK
 OL0058_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0058_STAMPING: 24 X
 OL0058_MARK LOGO: CGS+SS
 OL0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0058
 OL0058  HISTORY     - Date     Condition        Report By
 OL0058  HISTORY     - 1934     MONUMENTED       MIGS
 OL0058  HISTORY     - 1934     GOOD             CGS
 OL0058  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0058  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0058  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0058
 OL0058                          STATION DESCRIPTION
 OL0058
 OL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0058'3.6 MI W FROM TWIN LAKE.
 OL0058'3.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OL0058'STATION AT TWIN LAKE, MUSKEGON COUNTY, 200 YARDS EAST OF A BARN
 OL0058'WITH A SILO PAINTED RED, AT A ROAD CROSSING, 36.4 FEET SOUTH
 OL0058'OF THE CENTERLINE OF THE ROAD, 19.4 FEET EAST OF THE EAST RAIL,
 OL0058'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 OL0058'DISK, STAMPED 24 X AND SET IN THE TOP OF A CONCRETE POST.
 OL0058
 OL0058                          STATION RECOVERY (1979)
 OL0058
 OL0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0058'MARK NOT FOUND.
 OL0058
 OL0058                          STATION RECOVERY (1984)
 OL0058
 OL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0058'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 OL0058
 OL0058                          STATION RECOVERY (1987)
 OL0058
 OL0058'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0040 ***********************************************************************
 NF0040  DESIGNATION -  240 1/2
 NF0040  PID         -  NF0040
 NF0040  STATE/COUNTY-  MI/SHIAWASSEE
 NF0040  COUNTRY     -  US
 NF0040  USGS QUAD   -  PERRY (2017)
 NF0040
 NF0040                         *CURRENT SURVEY CONTROL
 NF0040  ______________________________________________________________________
 NF0040* NAD 83(1986) POSITION- 42 49 47.     (N) 084 12 31.     (W)   SCALED
 NF0040* NAVD 88 ORTHO HEIGHT -   271.825 (meters)      891.81  (feet) ADJUSTED
 NF0040  ______________________________________________________________________
 NF0040  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 NF0040  DYNAMIC HEIGHT  -        271.759 (meters)      891.60  (feet) COMP
 NF0040  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 NF0040
 NF0040  VERT ORDER      -  SECOND    CLASS 0
 NF0040
 NF0040.The horizontal coordinates were scaled from a map and have
 NF0040.an estimated accuracy of +/- 6 seconds.
 NF0040
 NF0040.The orthometric height was determined by differential leveling and
 NF0040.adjusted by the NATIONAL GEODETIC SURVEY
 NF0040.in June 1991.
 NF0040
 NF0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0040.GEOID18 height accuracy estimate available here.
 NF0040
 NF0040.Click photographs - Photos may exist for this station.
 NF0040
 NF0040.The dynamic height is computed by dividing the NAVD 88
 NF0040.geopotential number by the normal gravity value computed on the
 NF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0040.degrees latitude (g = 980.6199 gals.).
 NF0040
 NF0040.The modeled gravity was interpolated from observed gravity values.
 NF0040
 NF0040;                    North         East    Units  Estimated Accuracy
 NF0040;SPC MI S     -   147,710.    4,012,920.      MT  (+/- 180 meters Scaled)
 NF0040
 NF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN281456(NAD 83)
 NF0040
 NF0040                          SUPERSEDED SURVEY CONTROL
 NF0040
 NF0040  NGVD 29 (??/??/92)  271.958  (m)          892.25   (f) ADJ UNCH    2 0
 NF0040
 NF0040.Superseded values are not recommended for survey control.
 NF0040
 NF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0040.See file dsdata.pdf to determine how the superseded data were derived.
 NF0040
 NF0040_MARKER: B = BOLT
 NF0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0040_STAMPING: 240-1/2
 NF0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0040+STABILITY: SURFACE MOTION
 NF0040
 NF0040  HISTORY     - Date     Condition        Report By
 NF0040  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0040  HISTORY     - 1934     GOOD             CGS
 NF0040  HISTORY     - 1976     GOOD             MIDH
 NF0040  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0040
 NF0040                          STATION DESCRIPTION
 NF0040
 NF0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0040'0.5 MI E FROM PERRY.
 NF0040'0.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0040'STATION AT PERRY, SHIAWASSEE COUNTY, ABOUT 0.5 MILES EAST OF
 NF0040'MILEPOST C 240, 530 YARDS WEST OF SEMAPHORE 240.8, 60 YARDS
 NF0040'SOUTHWEST OF POWER-TRANSMISSION TOWER 2607, 27.4 FEET SOUTH OF
 NF0040'THE SOUTH RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE
 NF0040'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 240-1/2 AND SET IN
 NF0040'THE TOP OF A CONCRETE POST.
 NF0040
 NF0040                          STATION RECOVERY (1976)
 NF0040
 NF0040'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0040'0.6 MILES EAST ALONG THE GRAND TRUNK AND WESTERN RAILROAD FROM M-52 AT
 NF0040'PERRY, SHIAWASSEE COUNTY, ABOUT 0.5 MILES EAST OF MILEPOST C 240, 530
 NF0040'YARDS WEST OF A SEMAPHORE 240.8, 513 FEET SW ALONG TRACKS FROM A
 NF0040'BATTERY BOX, 171 FEET SE OF A POWER POLE 185, 32 FEET S OF S RAIL, 21
 NF0040'FEET SW OF A TELEGRAPH POLE, 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 NF0040'A COPPER BOLT, STAMPED BM NO 240 1/2 AND SET IN THE TOP OF A CONCRETE
 NF0040'POST.
 NF0040
 NF0040                          STATION RECOVERY (1976)
 NF0040
 NF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0039 ***********************************************************************
 NF0039  DESIGNATION -  241 1/2
 NF0039  PID         -  NF0039
 NF0039  STATE/COUNTY-  MI/SHIAWASSEE
 NF0039  COUNTRY     -  US
 NF0039  USGS QUAD   -  PERRY (2017)
 NF0039
 NF0039                         *CURRENT SURVEY CONTROL
 NF0039  ______________________________________________________________________
 NF0039* NAD 83(1994) POSITION- 42 50 08.10099(N) 084 11 27.42063(W)   ADJUSTED
 NF0039* NAVD 88 ORTHO HEIGHT -   271.040 (meters)      889.24  (feet) ADJUSTED
 NF0039  ______________________________________________________________________
 NF0039  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 NF0039  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 NF0039  DYNAMIC HEIGHT  -        270.973 (meters)      889.02  (feet) COMP
 NF0039  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 NF0039
 NF0039  HORZ ORDER      -  SECOND
 NF0039  VERT ORDER      -  SECOND    CLASS 0
 NF0039
 NF0039.The horizontal coordinates were established by classical geodetic methods
 NF0039.and adjusted by the National Geodetic Survey in February 1997.
 NF0039
 NF0039.The orthometric height was determined by differential leveling and
 NF0039.adjusted by the NATIONAL GEODETIC SURVEY
 NF0039.in June 1991.
 NF0039
 NF0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0039.GEOID18 height accuracy estimate available here.
 NF0039
 NF0039.Click photographs - Photos may exist for this station.
 NF0039
 NF0039.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0039
 NF0039.The dynamic height is computed by dividing the NAVD 88
 NF0039.geopotential number by the normal gravity value computed on the
 NF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0039.degrees latitude (g = 980.6199 gals.).
 NF0039
 NF0039.The modeled gravity was interpolated from observed gravity values.
 NF0039
 NF0039. The following values were computed from the NAD 83(1994) position.
 NF0039
 NF0039;                    North         East     Units Scale Factor Converg.
 NF0039;SPC MI S     -   148,368.037 4,014,364.894   MT  0.99990725   +0 07 10.5
 NF0039;SPC MI S     -   486,771.77 13,170,488.50   iFT  0.99990725   +0 07 10.5
 NF0039;UTM  16      - 4,746,384.804   729,577.649   MT  1.00024846   +1 54 38.5
 NF0039
 NF0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0039!SPC MI S     -   0.99996270  x   0.99990725  =   0.99986995
 NF0039!UTM  16      -   0.99996270  x   1.00024846  =   1.00021115
 NF0039
 NF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2957746384(NAD 83)
 NF0039
 NF0039|---------------------------------------------------------------------|
 NF0039| PID    Reference Object                     Distance      Geod. Az  |
 NF0039|                                                           dddmmss.s |
 NF0039| NF1266 MORRICE                             342.381 METERS 10937     |
 NF0039| NF1256 241 1/2 A PT                          6.278 METERS 24517     |
 NF0039|---------------------------------------------------------------------|
 NF0039
 NF0039                          SUPERSEDED SURVEY CONTROL
 NF0039
 NF0039  NAD 83(1986)-  42 50 08.10021(N)    084 11 27.44099(W) AD(       ) 2
 NF0039  NAD 27      -  42 50 07.98066(N)    084 11 27.55983(W) AD(       ) 2
 NF0039  NGVD 29 (??/??/92)  271.170  (m)          889.66   (f) ADJ UNCH    2 0
 NF0039  NGVD 29             271.17   (m)          889.7    (f) LEVELING    3  
 NF0039
 NF0039.Superseded values are not recommended for survey control.
 NF0039
 NF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0039.See file dsdata.pdf to determine how the superseded data were derived.
 NF0039
 NF0039_MARKER: B = BOLT
 NF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0039_STAMPING: 241 1/2
 NF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0039+STABILITY: SURFACE MOTION
 NF0039
 NF0039  HISTORY     - Date     Condition        Report By
 NF0039  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0039  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0039  HISTORY     - 1976     GOOD             NGS
 NF0039  HISTORY     - 1976     GOOD             NGS
 NF0039  HISTORY     - 1976     GOOD             MIDH
 NF0039  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NF0039
 NF0039                          STATION DESCRIPTION
 NF0039
 NF0039'DESCRIBED BY GRAND TRUNK WESTERN RAILROAD 1934
 NF0039'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0039'THE STATION AT PERRY, SHIAWASSEE COUNTY, 150 YARDS WEST OF THE
 NF0039'WEST END OF THE YARD AT MORRICE, 0.5 MILES EAST OF MILEPOST
 NF0039'C 241, OPPOSITE THE CENTER OF THE NORTH SIDE OF AN ORCHARD,
 NF0039'DUE SOUTH OF AND ACROSS THE TRACK FROM POWER- TRANSMISSION
 NF0039'LINE POLE 2598, 20 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NF0039'TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NF0039'BOLT, STAMPED 241-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1972)
 NF0039
 NF0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0039'MARK NOT FOUND.
 NF0039
 NF0039                          STATION RECOVERY (1976)
 NF0039
 NF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF0039'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE STATION
 NF0039'AT PERRY, SHIAWASSEE COUNTY, 150 YARDS WEST OF THE WEST END OF THE
 NF0039'YARD AT MORRICE, 0.5 MILES EAST OF MILEPOST C 241, OPPOSITE THE CENTER
 NF0039'OF THE NORTH SIDE OF AN ORCHARD, DUE SOUTH OF AND ACROSS THE TRACK
 NF0039'FROM POWER-TRANSMISSION LINE POLE 2598, 20 FEET SOUTH OF THE SOUTH
 NF0039'RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 NF0039'A COPPER BOLT, STAMPED 241-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1976)
 NF0039
 NF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0039'RECOVERED IN GOOD CONDITION.
 NF0039
 NF0039                          STATION RECOVERY (1976)
 NF0039
 NF0039'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0039'1.6 MILES EAST ALONG THE GRAND TRUNCK WESTERN RAILROAD FROM M-52 AT
 NF0039'PERRY, SHIAWASSEE COUNTY, 0.5 MILES EAST OF MILEPOST C 241, 105 YARDS
 NF0039'WEST OF WEST SWITCH OF MORRICE YARD AT THE END OF THE SIDING, 20 FEET
 NF0039'SOUTH OF SOUTH RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE
 NF0039'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED BN NO 241 1/2 AND SET IN A
 NF0039'CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1995)
 NF0039
 NF0039'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0037 ***********************************************************************
 NF0037  DESIGNATION -  242 1/2
 NF0037  PID         -  NF0037
 NF0037  STATE/COUNTY-  MI/SHIAWASSEE
 NF0037  COUNTRY     -  US
 NF0037  USGS QUAD   -  PERRY (2017)
 NF0037
 NF0037                         *CURRENT SURVEY CONTROL
 NF0037  ______________________________________________________________________
 NF0037* NAD 83(1986) POSITION- 42 50 30.     (N) 084 10 23.     (W)   SCALED
 NF0037* NAVD 88 ORTHO HEIGHT -   268.960 (meters)      882.41  (feet) ADJUSTED
 NF0037  ______________________________________________________________________
 NF0037  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 NF0037  DYNAMIC HEIGHT  -        268.894 (meters)      882.20  (feet) COMP
 NF0037  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 NF0037
 NF0037  VERT ORDER      -  SECOND    CLASS 0
 NF0037
 NF0037.The horizontal coordinates were scaled from a map and have
 NF0037.an estimated accuracy of +/- 6 seconds.
 NF0037
 NF0037.The orthometric height was determined by differential leveling and
 NF0037.adjusted by the NATIONAL GEODETIC SURVEY
 NF0037.in June 1991.
 NF0037
 NF0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0037.GEOID18 height accuracy estimate available here.
 NF0037
 NF0037.Click photographs - Photos may exist for this station.
 NF0037
 NF0037.The dynamic height is computed by dividing the NAVD 88
 NF0037.geopotential number by the normal gravity value computed on the
 NF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0037.degrees latitude (g = 980.6199 gals.).
 NF0037
 NF0037.The modeled gravity was interpolated from observed gravity values.
 NF0037
 NF0037;                    North         East    Units  Estimated Accuracy
 NF0037;SPC MI S     -   149,050.    4,015,830.      MT  (+/- 180 meters Scaled)
 NF0037
 NF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN310471(NAD 83)
 NF0037
 NF0037                          SUPERSEDED SURVEY CONTROL
 NF0037
 NF0037  NGVD 29 (??/??/92)  269.092  (m)          882.85   (f) ADJ UNCH    2 0
 NF0037
 NF0037.Superseded values are not recommended for survey control.
 NF0037
 NF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0037.See file dsdata.pdf to determine how the superseded data were derived.
 NF0037
 NF0037_MARKER: B = BOLT
 NF0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0037_STAMPING: 242 1/2
 NF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0037+STABILITY: SURFACE MOTION
 NF0037
 NF0037  HISTORY     - Date     Condition        Report By
 NF0037  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0037  HISTORY     - 1934     GOOD             CGS
 NF0037  HISTORY     - 1976     GOOD             MIDH
 NF0037  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0037
 NF0037                          STATION DESCRIPTION
 NF0037
 NF0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0037'AT MORRICE.
 NF0037'AT MORRICE, SHIAWASSEE COUNTY, 680 YARDS EAST OF THE EAST END
 NF0037'OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION, ABOUT
 NF0037'169 YARDS WEST OF SEMAPHORE 242.4, 136 YARDS EAST OF A MAIN
 NF0037'CRANE, 44 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NF0037'AND 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT,
 NF0037'STAMPED 242 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0037
 NF0037                          STATION RECOVERY (1976)
 NF0037
 NF0037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0037'0.4 MILES EAST OF MORRICE, SHIAWASSEE COUNTY, ABOUT 169 YARDS WEST OF
 NF0037'SEMAPHORE 242.4, 51.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 NF0037'AROUND A SETTLEING POND, 44 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NF0037'TRACK, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT,
 NF0037'STAMPED BM NO 242 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0037
 NF0037                          STATION RECOVERY (1976)
 NF0037
 NF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3564 ***********************************************************************
 AA3564  DESIGNATION -  24200
 AA3564  PID         -  AA3564
 AA3564  STATE/COUNTY-  MI/EMMET
 AA3564  COUNTRY     -  US
 AA3564  USGS QUAD   -  ALANSON (2017)
 AA3564
 AA3564                         *CURRENT SURVEY CONTROL
 AA3564  ______________________________________________________________________
 AA3564* NAD 83(2011) POSITION- 45 25 39.82139(N) 084 46 53.47905(W)   ADJUSTED
 AA3564* NAD 83(2011) ELLIP HT-   153.585 (meters)        (06/27/12)   ADJUSTED
 AA3564* NAD 83(2011) EPOCH   -  2010.00
 AA3564* NAVD 88 ORTHO HEIGHT -   188.8   (meters)      619.    (feet) GPS OBS
 AA3564  ______________________________________________________________________
 AA3564  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3564  GEOID HEIGHT    -         -34.77 (meters)                     GEOID93
 AA3564  GEOID HEIGHT    -        -35.144 (meters)                     GEOID18
 AA3564  NAD 83(2011) X  -    407,833.026 (meters)                     COMP
 AA3564  NAD 83(2011) Y  - -4,465,375.010 (meters)                     COMP
 AA3564  NAD 83(2011) Z  -  4,520,945.052 (meters)                     COMP
 AA3564  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 AA3564
 AA3564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3564  Standards:
 AA3564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3564  -------------------------------------------------------------------
 AA3564  NETWORK    0.98   1.90           0.44   0.35   0.97      0.07060865
 AA3564  -------------------------------------------------------------------
 AA3564  Click here for local accuracies and other accuracy information.
 AA3564
 AA3564.The horizontal coordinates were established by GPS observations
 AA3564.and adjusted by the National Geodetic Survey in June 2012.
 AA3564
 AA3564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3564.been affixed to the stable North American tectonic plate. See 
 AA3564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3564
 AA3564.The horizontal coordinates are valid at the epoch date displayed above
 AA3564.which is a decimal equivalence of Year/Month/Day.
 AA3564
 AA3564.The orthometric height was determined by GPS observations and a
 AA3564.high-resolution geoid model.
 AA3564
 AA3564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3564.GEOID18 height accuracy estimate available here.
 AA3564
 AA3564.Click photographs - Photos may exist for this station.
 AA3564
 AA3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3564
 AA3564.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3564
 AA3564.The ellipsoidal height was determined by GPS observations
 AA3564.and is referenced to NAD 83.
 AA3564
 AA3564. The following values were computed from the NAD 83(2011) position.
 AA3564
 AA3564;                    North         East     Units Scale Factor Converg.
 AA3564;SPC MI C     -   234,667.346 5,967,536.074   MT  0.99994842   -0 17 35.0
 AA3564;SPC MI C     -   769,905.99 19,578,530.43   iFT  0.99994842   -0 17 35.0
 AA3564;UTM  16      - 5,032,861.355   673,543.607   MT  0.99997031   +1 34 50.7
 AA3564
 AA3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3564!SPC MI C     -   0.99997592  x   0.99994842  =   0.99992434
 AA3564!UTM  16      -   0.99997592  x   0.99997031  =   0.99994623
 AA3564
 AA3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7354332861(NAD 83)
 AA3564
 AA3564                          SUPERSEDED SURVEY CONTROL
 AA3564
 AA3564  NAD 83(2007)-  45 25 39.82171(N)    084 46 53.48021(W) AD(2002.00) 0
 AA3564  ELLIP H (02/10/07)  153.611  (m)                       GP(2002.00)    
 AA3564  ELLIP H (07/12/02)  153.621  (m)                       GP(       ) 4 1
 AA3564  NAD 83(1994)-  45 25 39.82148(N)    084 46 53.48047(W) AD(       ) 1
 AA3564  ELLIP H (02/03/97)  153.621  (m)                       GP(       ) 4 1
 AA3564  NAD 83(1986)-  45 25 39.81567(N)    084 46 53.48248(W) AD(       ) 1
 AA3564
 AA3564.Superseded values are not recommended for survey control.
 AA3564
 AA3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3564.See file dsdata.pdf to determine how the superseded data were derived.
 AA3564
 AA3564_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3564_STAMPING: 24200 1992
 AA3564_MARK LOGO: MIDT
 AA3564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3564+STABILITY: SURFACE MOTION
 AA3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3564+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3564
 AA3564  HISTORY     - Date     Condition        Report By
 AA3564  HISTORY     - 1992     MONUMENTED       MIDT
 AA3564
 AA3564                          STATION DESCRIPTION
 AA3564
 AA3564'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3564'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3564'SECTION 15, T-35-N, R-4-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 4-1/2
 AA3564'MILES NORTH NORTHWEST OF EPSILON, 2-1/2 MILES EAST OF ODEN, 1 MILE
 AA3564'(1.6 KM) SOUTHEAST OF ALANSON ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3564'ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF UNITED
 AA3564'STATES HIGHWAY 31 AND MICHIGAN STATE HIGHWAY M-68 IN ALANSON, GO EAST
 AA3564'ON M-68 FOR 0.3 MILES (0.5 KM) TO A T ROAD RIGHT (BANWELL ROAD).  TURN
 AA3564'RIGHT GOING SOUTH FOR 1.02 MILES (1.64 KM) TO STATION ON RIGHT.
 AA3564'STATION IS SET FLUSH WITH GROUND SURFACE.  IT IS 42 FT (12.8 M) NORTH
 AA3564'OF THE EXTENDED CENTERLINE OF SMITH ROAD, 28 FT (8.5 M) WEST OF THE
 AA3564'CENTERLINE OF BANWELL ROAD, AND 2.3 FT (0.7 M) EAST OF A METAL WITNESS
 AA3564'POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3565 ***********************************************************************
 AA3565  DESIGNATION -  24201
 AA3565  PID         -  AA3565
 AA3565  STATE/COUNTY-  MI/EMMET
 AA3565  COUNTRY     -  US
 AA3565  USGS QUAD   -  ALANSON (2017)
 AA3565
 AA3565                         *CURRENT SURVEY CONTROL
 AA3565  ______________________________________________________________________
 AA3565* NAD 83(2011) POSITION- 45 25 49.94051(N) 084 48 28.19006(W)   ADJUSTED
 AA3565* NAD 83(2011) ELLIP HT-   180.666 (meters)        (06/27/12)   ADJUSTED
 AA3565* NAD 83(2011) EPOCH   -  2010.00
 AA3565* NAVD 88 ORTHO HEIGHT -   215.8   (meters)      708.    (feet) GPS OBS
 AA3565  ______________________________________________________________________
 AA3565  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3565  GEOID HEIGHT    -         -34.76 (meters)                     GEOID93
 AA3565  GEOID HEIGHT    -        -35.139 (meters)                     GEOID18
 AA3565  NAD 83(2011) X  -    405,764.188 (meters)                     COMP
 AA3565  NAD 83(2011) Y  - -4,465,359.091 (meters)                     COMP
 AA3565  NAD 83(2011) Z  -  4,521,183.590 (meters)                     COMP
 AA3565  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AA3565
 AA3565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3565  Standards:
 AA3565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3565  -------------------------------------------------------------------
 AA3565  NETWORK    0.88   1.84           0.40   0.31   0.94      0.06018469
 AA3565  -------------------------------------------------------------------
 AA3565  Click here for local accuracies and other accuracy information.
 AA3565
 AA3565.The horizontal coordinates were established by GPS observations
 AA3565.and adjusted by the National Geodetic Survey in June 2012.
 AA3565
 AA3565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3565.been affixed to the stable North American tectonic plate. See 
 AA3565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3565
 AA3565.The horizontal coordinates are valid at the epoch date displayed above
 AA3565.which is a decimal equivalence of Year/Month/Day.
 AA3565
 AA3565.The orthometric height was determined by GPS observations and a
 AA3565.high-resolution geoid model.
 AA3565
 AA3565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3565.GEOID18 height accuracy estimate available here.
 AA3565
 AA3565.Click photographs - Photos may exist for this station.
 AA3565
 AA3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3565
 AA3565.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3565
 AA3565.The ellipsoidal height was determined by GPS observations
 AA3565.and is referenced to NAD 83.
 AA3565
 AA3565. The following values were computed from the NAD 83(2011) position.
 AA3565
 AA3565;                    North         East     Units Scale Factor Converg.
 AA3565;SPC MI C     -   234,990.590 5,965,479.048   MT  0.99994884   -0 18 41.9
 AA3565;SPC MI C     -   770,966.50 19,571,781.65   iFT  0.99994884   -0 18 41.9
 AA3565;UTM  16      - 5,033,117.171   671,477.077   MT  0.99996154   +1 33 43.5
 AA3565
 AA3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3565!SPC MI C     -   0.99997168  x   0.99994884  =   0.99992052
 AA3565!UTM  16      -   0.99997168  x   0.99996154  =   0.99993322
 AA3565
 AA3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7147733117(NAD 83)
 AA3565
 AA3565                          SUPERSEDED SURVEY CONTROL
 AA3565
 AA3565  NAD 83(2007)-  45 25 49.94079(N)    084 48 28.19114(W) AD(2002.00) 0
 AA3565  ELLIP H (02/10/07)  180.692  (m)                       GP(2002.00)    
 AA3565  ELLIP H (07/12/02)  180.700  (m)                       GP(       ) 4 1
 AA3565  NAD 83(1994)-  45 25 49.94063(N)    084 48 28.19146(W) AD(       ) 1
 AA3565  ELLIP H (02/03/97)  180.700  (m)                       GP(       ) 4 1
 AA3565  NAD 83(1986)-  45 25 49.93477(N)    084 48 28.19349(W) AD(       ) 1
 AA3565
 AA3565.Superseded values are not recommended for survey control.
 AA3565
 AA3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3565.See file dsdata.pdf to determine how the superseded data were derived.
 AA3565
 AA3565_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3565_STAMPING: 24201 1992
 AA3565_MARK LOGO: MIDT
 AA3565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3565+STABILITY: SURFACE MOTION
 AA3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3565+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3565
 AA3565  HISTORY     - Date     Condition        Report By
 AA3565  HISTORY     - 1992     MONUMENTED       MIDT
 AA3565
 AA3565                          STATION DESCRIPTION
 AA3565
 AA3565'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3565'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3565'SECTION 16, T-35-N, R-4-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 4-1/2
 AA3565'MILES SOUTH-SOUTHWEST OF BRUTUS, 1-1/4 MILES SOUTHWEST OF ALANSON, 1
 AA3565'MILE (1.6 KM) NORTHEAST OF ODEN ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3565'ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF UNITED
 AA3565'STATES HIGHWAY 31, MICHIGAN STATE HIGHWAY M-68 AND CHICAGO STREET IN
 AA3565'ALANSON, GO WEST ON CHICAGO STREET 150 FT (45.7 M) TO CROSSROAD
 AA3565'(MILTON ROAD). TURN LEFT GOING SOUTH FOR 0.72 MILES (1.16 KM) TO A T
 AA3565'ROAD INTERSECTION (POWERS ROAD). TURN RIGHT GOING WEST FOR 0.59 MILES
 AA3565'(0.95 KM) TO CROSSROAD (MOORE ROAD).  TURN LEFT GOING SOUTH FOR 0.35
 AA3565'MILES (0.56 KM) TO STATION ON LEFT. STATION IS SET FLUSH WITH GROUND
 AA3565'SURFACE.  IT IS 44 FT (13.4 M) SOUTH OF CENTERLINE OF SOUTHERLY GRAVEL
 AA3565'DRIVE, 27.6 FT (8.4 M) EAST OF CENTERLINE PAVED ROAD, 20.6 FT (6.3 M)
 AA3565'NORTH OF TELEPHONE POLE, AND 1.6 FT (0.5 M) EAST OF METAL WITNESS POST
 AA3565'WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3566 ***********************************************************************
 AA3566  DESIGNATION -  24202
 AA3566  PID         -  AA3566
 AA3566  STATE/COUNTY-  MI/EMMET
 AA3566  COUNTRY     -  US
 AA3566  USGS QUAD   -  HARBOR SPRINGS (2017)
 AA3566
 AA3566                         *CURRENT SURVEY CONTROL
 AA3566  ______________________________________________________________________
 AA3566* NAD 83(2011) POSITION- 45 22 50.73611(N) 084 53 09.45091(W)   ADJUSTED
 AA3566* NAD 83(2011) ELLIP HT-   255.643 (meters)        (06/27/12)   ADJUSTED
 AA3566* NAD 83(2011) EPOCH   -  2010.00
 AA3566* NAVD 88 ORTHO HEIGHT -   290.8   (meters)      954.    (feet) GPS OBS
 AA3566  ______________________________________________________________________
 AA3566  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3566  GEOID HEIGHT    -         -34.75 (meters)                     GEOID93
 AA3566  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 AA3566  NAD 83(2011) X  -    400,030.764 (meters)                     COMP
 AA3566  NAD 83(2011) Y  - -4,469,884.731 (meters)                     COMP
 AA3566  NAD 83(2011) Z  -  4,517,352.628 (meters)                     COMP
 AA3566  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 AA3566
 AA3566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3566  Standards:
 AA3566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3566  -------------------------------------------------------------------
 AA3566  NETWORK    1.45   2.29           0.64   0.53   1.17      0.18023323
 AA3566  -------------------------------------------------------------------
 AA3566  Click here for local accuracies and other accuracy information.
 AA3566
 AA3566.The horizontal coordinates were established by GPS observations
 AA3566.and adjusted by the National Geodetic Survey in June 2012.
 AA3566
 AA3566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3566.been affixed to the stable North American tectonic plate. See 
 AA3566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3566
 AA3566.The horizontal coordinates are valid at the epoch date displayed above
 AA3566.which is a decimal equivalence of Year/Month/Day.
 AA3566
 AA3566.The orthometric height was determined by GPS observations and a
 AA3566.high-resolution geoid model.
 AA3566
 AA3566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3566.GEOID18 height accuracy estimate available here.
 AA3566
 AA3566.Click photographs - Photos may exist for this station.
 AA3566
 AA3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3566
 AA3566.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3566
 AA3566.The ellipsoidal height was determined by GPS observations
 AA3566.and is referenced to NAD 83.
 AA3566
 AA3566. The following values were computed from the NAD 83(2011) position.
 AA3566
 AA3566;                    North         East     Units Scale Factor Converg.
 AA3566;SPC MI C     -   229,494.779 5,959,330.212   MT  0.99994182   -0 22 00.6
 AA3566;SPC MI C     -   752,935.63 19,551,608.31   iFT  0.99994182   -0 22 00.6
 AA3566;UTM  16      - 5,027,423.324   665,511.110   MT  0.99993682   +1 30 18.3
 AA3566
 AA3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3566!SPC MI C     -   0.99995992  x   0.99994182  =   0.99990174
 AA3566!UTM  16      -   0.99995992  x   0.99993682  =   0.99989674
 AA3566
 AA3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6551127423(NAD 83)
 AA3566
 AA3566                          SUPERSEDED SURVEY CONTROL
 AA3566
 AA3566  NAD 83(2007)-  45 22 50.73643(N)    084 53 09.45208(W) AD(2002.00) 0
 AA3566  ELLIP H (02/10/07)  255.671  (m)                       GP(2002.00)    
 AA3566  ELLIP H (07/12/02)  255.681  (m)                       GP(       ) 4 1
 AA3566  NAD 83(1994)-  45 22 50.73600(N)    084 53 09.45233(W) AD(       ) 1
 AA3566  ELLIP H (02/03/97)  255.680  (m)                       GP(       ) 4 1
 AA3566  NAD 83(1986)-  45 22 50.73038(N)    084 53 09.45435(W) AD(       ) 1
 AA3566
 AA3566.Superseded values are not recommended for survey control.
 AA3566
 AA3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3566.See file dsdata.pdf to determine how the superseded data were derived.
 AA3566
 AA3566_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3566_STAMPING: 24202 1992
 AA3566_MARK LOGO: MIDT
 AA3566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3566+STABILITY: SURFACE MOTION
 AA3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3566+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3566
 AA3566  HISTORY     - Date     Condition        Report By
 AA3566  HISTORY     - 1992     MONUMENTED       MIDT
 AA3566
 AA3566                          STATION DESCRIPTION
 AA3566
 AA3566'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3566'STATION IS IN LOCATED IN QUAD 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 AA3566'SECTION 35, T-35-N, R-5-W,  BEAR CREEK TOWNSHIP.  IT IS ABOUT 4 MILES
 AA3566'(6.4 KM) NORTHWEST OF EPISLON, 4 MILES (6.4 KM) EAST OF PETOSKEY,
 AA3566'2-1/2 MILES SOUTHWEST OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3566'HARBOR SPRINGS QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3566'UNITED STATES HIGHWAY 31 AND MITCHELL STREET IN PETOSKEY, GO EAST ON
 AA3566'MITCHELL STREET 3.1 MILES (5.0 KM) TO A T ROAD INTERSECTION (ALCAN
 AA3566'DRIVE).  TURN LEFT GOING NORTH 0.49 MILES (0.79 KM) TO A T ROAD
 AA3566'INTERSECTION (COUNTRY CLUB ROAD). TURN RIGHT GOING EAST 0.37 MILES
 AA3566'(0.60 KM) TO STATION ON LEFT. STATION IS RECESSED 1.0 FT (0.3 M) BELOW
 AA3566'GROUND SURFACE.  IT IS 55.6 FT (16.9 M) NORTHEAST OF A STEEL MAILBOX
 AA3566'POST, 27 FT (8.2 M) EAST OF THE EXTENDED CENTERLINE OF GRAVEL DRIVE,
 AA3566'AND 13.7 FT (4.2 M) NORTH OF CENTERLINE PAVED ROAD.  NO WITNESS POST
 AA3566'WAS SET BECAUSE STATION IS IN A TILLABLE FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3567 ***********************************************************************
 AA3567  DESIGNATION -  24203
 AA3567  PID         -  AA3567
 AA3567  STATE/COUNTY-  MI/EMMET
 AA3567  COUNTRY     -  US
 AA3567  USGS QUAD   -  ALANSON (2017)
 AA3567
 AA3567                         *CURRENT SURVEY CONTROL
 AA3567  ______________________________________________________________________
 AA3567* NAD 83(2011) POSITION- 45 26 07.13933(N) 084 51 40.30943(W)   ADJUSTED
 AA3567* NAD 83(2011) ELLIP HT-   167.146 (meters)        (06/27/12)   ADJUSTED
 AA3567* NAD 83(2011) EPOCH   -  2010.00
 AA3567* NAVD 88 ORTHO HEIGHT -   202.3   (meters)      664.    (feet) GPS OBS
 AA3567  ______________________________________________________________________
 AA3567  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3567  GEOID HEIGHT    -         -34.76 (meters)                     GEOID93
 AA3567  GEOID HEIGHT    -        -35.143 (meters)                     GEOID18
 AA3567  NAD 83(2011) X  -    401,570.151 (meters)                     COMP
 AA3567  NAD 83(2011) Y  - -4,465,348.876 (meters)                     COMP
 AA3567  NAD 83(2011) Z  -  4,521,546.570 (meters)                     COMP
 AA3567  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 AA3567
 AA3567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3567  Standards:
 AA3567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3567  -------------------------------------------------------------------
 AA3567  NETWORK    1.46   2.41           0.64   0.54   1.23      0.18314803
 AA3567  -------------------------------------------------------------------
 AA3567  Click here for local accuracies and other accuracy information.
 AA3567
 AA3567.The horizontal coordinates were established by GPS observations
 AA3567.and adjusted by the National Geodetic Survey in June 2012.
 AA3567
 AA3567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3567.been affixed to the stable North American tectonic plate. See 
 AA3567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3567
 AA3567.The horizontal coordinates are valid at the epoch date displayed above
 AA3567.which is a decimal equivalence of Year/Month/Day.
 AA3567
 AA3567.The orthometric height was determined by GPS observations and a
 AA3567.high-resolution geoid model.
 AA3567
 AA3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3567.GEOID18 height accuracy estimate available here.
 AA3567
 AA3567.Click photographs - Photos may exist for this station.
 AA3567
 AA3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3567
 AA3567.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3567
 AA3567.The ellipsoidal height was determined by GPS observations
 AA3567.and is referenced to NAD 83.
 AA3567
 AA3567. The following values were computed from the NAD 83(2011) position.
 AA3567
 AA3567;                    North         East     Units Scale Factor Converg.
 AA3567;SPC MI C     -   235,545.607 5,961,306.421   MT  0.99994955   -0 20 57.6
 AA3567;SPC MI C     -   772,787.42 19,558,091.93   iFT  0.99994955   -0 20 57.6
 AA3567;UTM  16      - 5,033,535.469   667,288.519   MT  0.99994409   +1 31 27.0
 AA3567
 AA3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3567!SPC MI C     -   0.99997380  x   0.99994955  =   0.99992335
 AA3567!UTM  16      -   0.99997380  x   0.99994409  =   0.99991789
 AA3567
 AA3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6728833535(NAD 83)
 AA3567
 AA3567                          SUPERSEDED SURVEY CONTROL
 AA3567
 AA3567  NAD 83(2007)-  45 26 07.13965(N)    084 51 40.31060(W) AD(2002.00) 0
 AA3567  ELLIP H (02/10/07)  167.174  (m)                       GP(2002.00)    
 AA3567  ELLIP H (07/12/02)  167.184  (m)                       GP(       ) 4 1
 AA3567  NAD 83(1994)-  45 26 07.13921(N)    084 51 40.31085(W) AD(       ) 1
 AA3567  ELLIP H (02/03/97)  167.182  (m)                       GP(       ) 4 1
 AA3567  NAD 83(1986)-  45 26 07.13357(N)    084 51 40.31289(W) AD(       ) 1
 AA3567
 AA3567.Superseded values are not recommended for survey control.
 AA3567
 AA3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3567.See file dsdata.pdf to determine how the superseded data were derived.
 AA3567
 AA3567_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3567_STAMPING: 24203 1992
 AA3567_MARK LOGO: MIDT
 AA3567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3567+STABILITY: SURFACE MOTION
 AA3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3567+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3567
 AA3567  HISTORY     - Date     Condition        Report By
 AA3567  HISTORY     - 1992     MONUMENTED       MIDT
 AA3567
 AA3567                          STATION DESCRIPTION
 AA3567
 AA3567'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3567'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3567'SECTION 12, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS ABOUT
 AA3567'6-1/2 MILES NORTHEAST OF HARBOR SPRINGS, 3 MILES (4.8 KM) WEST OF
 AA3567'ALANSON, 1-1/2 MILES NORTH OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND
 AA3567'ON THE ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3567'UNITED STATES HIGHWAY 31 AND NORTH CONWAY ROAD AT THE NORTH SIDE OF
 AA3567'CONWAY, GO NORTH ON NORTH CONWAY ROAD 0.96 MILES (1.54 KM) TO
 AA3567'CROSSROAD (HATHAWAY ROAD).  TURN RIGHT GOING EAST 500 FT (152.4 M) TO
 AA3567'STATION ON LEFT. STATION IS RECESSED 0.6 FT (18.3 CM) BELOW GROUND
 AA3567'SURFACE.  IT IS 21.0 FT (6.4 M) NORTH OF CENTER OF PAVED HATHAWAY
 AA3567'ROAD, 29.6 FT (9.0 M) NORTHEAST OF ROAD SIGN POST, 3.0 FT (0.9 M)
 AA3567'SOUTH OF METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3568 ***********************************************************************
 AA3568  DESIGNATION -  24204
 AA3568  PID         -  AA3568
 AA3568  STATE/COUNTY-  MI/EMMET
 AA3568  COUNTRY     -  US
 AA3568  USGS QUAD   -  HARBOR SPRINGS (2017)
 AA3568
 AA3568                         *CURRENT SURVEY CONTROL
 AA3568  ______________________________________________________________________
 AA3568* NAD 83(2011) POSITION- 45 26 07.24586(N) 084 53 27.77887(W)   ADJUSTED
 AA3568* NAD 83(2011) ELLIP HT-   172.479 (meters)        (06/27/12)   ADJUSTED
 AA3568* NAD 83(2011) EPOCH   -  2010.00
 AA3568* NAVD 88 ORTHO HEIGHT -   207.7   (meters)      681.    (feet) GPS OBS
 AA3568  ______________________________________________________________________
 AA3568  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3568  GEOID HEIGHT    -         -34.77 (meters)                     GEOID93
 AA3568  GEOID HEIGHT    -        -35.152 (meters)                     GEOID18
 AA3568  NAD 83(2011) X  -    399,243.656 (meters)                     COMP
 AA3568  NAD 83(2011) Y  - -4,465,558.892 (meters)                     COMP
 AA3568  NAD 83(2011) Z  -  4,521,552.678 (meters)                     COMP
 AA3568  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AA3568
 AA3568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3568  Standards:
 AA3568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3568  -------------------------------------------------------------------
 AA3568  NETWORK    6.76   3.57           1.23   3.36   1.82      0.39403305
 AA3568  -------------------------------------------------------------------
 AA3568  Click here for local accuracies and other accuracy information.
 AA3568
 AA3568.The horizontal coordinates were established by GPS observations
 AA3568.and adjusted by the National Geodetic Survey in June 2012.
 AA3568
 AA3568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3568.been affixed to the stable North American tectonic plate. See 
 AA3568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3568
 AA3568.The horizontal coordinates are valid at the epoch date displayed above
 AA3568.which is a decimal equivalence of Year/Month/Day.
 AA3568
 AA3568.The orthometric height was determined by GPS observations and a
 AA3568.high-resolution geoid model.
 AA3568
 AA3568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3568.GEOID18 height accuracy estimate available here.
 AA3568
 AA3568.Click photographs - Photos may exist for this station.
 AA3568
 AA3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3568
 AA3568.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3568
 AA3568.The ellipsoidal height was determined by GPS observations
 AA3568.and is referenced to NAD 83.
 AA3568
 AA3568. The following values were computed from the NAD 83(2011) position.
 AA3568
 AA3568;                    North         East     Units Scale Factor Converg.
 AA3568;SPC MI C     -   235,563.567 5,958,970.713   MT  0.99994955   -0 22 13.5
 AA3568;SPC MI C     -   772,846.35 19,550,428.85   iFT  0.99994955   -0 22 13.5
 AA3568;UTM  16      - 5,033,477.063   664,953.497   MT  0.99993455   +1 30 10.4
 AA3568
 AA3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3568!SPC MI C     -   0.99997296  x   0.99994955  =   0.99992251
 AA3568!UTM  16      -   0.99997296  x   0.99993455  =   0.99990751
 AA3568
 AA3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6495333477(NAD 83)
 AA3568
 AA3568                          SUPERSEDED SURVEY CONTROL
 AA3568
 AA3568  NAD 83(2007)-  45 26 07.24614(N)    084 53 27.77999(W) AD(2002.00) 0
 AA3568  ELLIP H (02/10/07)  172.505  (m)                       GP(2002.00)    
 AA3568  ELLIP H (07/12/02)  172.517  (m)                       GP(       ) 4 1
 AA3568  NAD 83(1994)-  45 26 07.24556(N)    084 53 27.77998(W) AD(       ) 1
 AA3568  ELLIP H (02/03/97)  172.516  (m)                       GP(       ) 4 1
 AA3568  NAD 83(1986)-  45 26 07.23983(N)    084 53 27.78326(W) AD(       ) 1
 AA3568
 AA3568.Superseded values are not recommended for survey control.
 AA3568
 AA3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3568.See file dsdata.pdf to determine how the superseded data were derived.
 AA3568
 AA3568_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3568_STAMPING: 24204 1992
 AA3568_MARK LOGO: MIDT
 AA3568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3568+STABILITY: SURFACE MOTION
 AA3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3568+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3568
 AA3568  HISTORY     - Date     Condition        Report By
 AA3568  HISTORY     - 1992     MONUMENTED       MIDT
 AA3568
 AA3568                          STATION DESCRIPTION
 AA3568
 AA3568'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3568'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3568'SECTION 14, T-35-N, R-5-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 5 MILES
 AA3568'(8.0 KM) WEST OF ALANSON, 4-1/2 MILES EAST OF HARBOR SPRINGS, 1-3/4
 AA3568'MILES NORTHWEST OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3568'HARBOR SPRINGS QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3568'UNITED STATES HIGHWAY 31 AND NORTH CONWAY ROAD ON THE NORTH SIDE OF
 AA3568'CONWAY, GO NORTH ON NORTH CONWAY ROAD FOR 0.96 MILES (1.54 KM) TO
 AA3568'CROSSROAD (HATHAWAY ROAD).  TURN LEFT GOING WEST FOR 1.35 MILES (2.17
 AA3568'KM) TO STATION ON THE LEFT. STATION IS FLUSH WITH GROUND SURFACE.  IT
 AA3568'IS 20.0 FT (6.1 M) SOUTH OF THE CENTER OF PAVED HATHAWAY ROAD, 3.7 FT
 AA3568'(1.1 M) NORTH OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5399 ***********************************************************************
 AA5399  DESIGNATION -  24313
 AA5399  PID         -  AA5399
 AA5399  STATE/COUNTY-  MI/OAKLAND
 AA5399  COUNTRY     -  US
 AA5399  USGS QUAD   -  REDFORD (2017)
 AA5399
 AA5399                         *CURRENT SURVEY CONTROL
 AA5399  ______________________________________________________________________
 AA5399* NAD 83(2011) POSITION- 42 26 32.34258(N) 083 18 59.92512(W)   ADJUSTED
 AA5399* NAD 83(2011) ELLIP HT-   164.821 (meters)        (06/27/12)   ADJUSTED
 AA5399* NAD 83(2011) EPOCH   -  2010.00
 AA5399* NAVD 88 ORTHO HEIGHT -   198.900 (meters)      652.56  (feet) ADJUSTED
 AA5399  ______________________________________________________________________
 AA5399  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 AA5399  NAD 83(2011) X  -    548,637.819 (meters)                     COMP
 AA5399  NAD 83(2011) Y  - -4,682,069.889 (meters)                     COMP
 AA5399  NAD 83(2011) Z  -  4,282,099.657 (meters)                     COMP
 AA5399  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 AA5399  DYNAMIC HEIGHT  -        198.845 (meters)      652.38  (feet) COMP
 AA5399  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 AA5399
 AA5399  VERT ORDER      -  SECOND    CLASS I
 AA5399
 AA5399  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5399  Standards:
 AA5399         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5399            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5399  -------------------------------------------------------------------
 AA5399  NETWORK    1.82   1.88           0.86   0.56   0.96      0.11099488
 AA5399  -------------------------------------------------------------------
 AA5399  Click here for local accuracies and other accuracy information.
 AA5399
 AA5399.The horizontal coordinates were established by GPS observations
 AA5399.and adjusted by the National Geodetic Survey in June 2012.
 AA5399
 AA5399.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5399.been affixed to the stable North American tectonic plate. See 
 AA5399.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5399
 AA5399.The horizontal coordinates are valid at the epoch date displayed above
 AA5399.which is a decimal equivalence of Year/Month/Day.
 AA5399
 AA5399.The orthometric height was determined by differential leveling and
 AA5399.adjusted by the NATIONAL GEODETIC SURVEY
 AA5399.in July 2007.
 AA5399
 AA5399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5399.GEOID18 height accuracy estimate available here.
 AA5399
 AA5399.Click photographs - Photos may exist for this station.
 AA5399
 AA5399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5399
 AA5399.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5399
 AA5399.The ellipsoidal height was determined by GPS observations
 AA5399.and is referenced to NAD 83.
 AA5399
 AA5399.The dynamic height is computed by dividing the NAVD 88
 AA5399.geopotential number by the normal gravity value computed on the
 AA5399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5399.degrees latitude (g = 980.6199 gals.).
 AA5399
 AA5399.The modeled gravity was interpolated from observed gravity values.
 AA5399
 AA5399. The following values were computed from the NAD 83(2011) position.
 AA5399
 AA5399;                    North         East     Units Scale Factor Converg.
 AA5399;SPC MI S     -   105,209.042 4,086,382.240   MT  0.99993655   +0 42 52.5
 AA5399;SPC MI S     -   345,174.02 13,406,765.88   iFT  0.99993655   +0 42 52.5
 AA5399;UTM  17      - 4,701,488.272   309,470.586   MT  1.00004666   -1 33 49.9
 AA5399
 AA5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5399!SPC MI S     -   0.99997415  x   0.99993655  =   0.99991070
 AA5399!UTM  17      -   0.99997415  x   1.00004666  =   1.00002081
 AA5399
 AA5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0947001488(NAD 83)
 AA5399
 AA5399                          SUPERSEDED SURVEY CONTROL
 AA5399
 AA5399  NAD 83(2007)-  42 26 32.34302(N)    083 18 59.92577(W) AD(2002.00) 0
 AA5399  ELLIP H (02/10/07)  164.789  (m)                       GP(2002.00)    
 AA5399  ELLIP H (07/12/02)  164.817  (m)                       GP(       ) 4 1
 AA5399  NAD 83(1994)-  42 26 32.34291(N)    083 18 59.92566(W) AD(       ) 1
 AA5399  ELLIP H (02/03/97)  164.856  (m)                       GP(       ) 4 1
 AA5399  NAD 83(1986)-  42 26 32.34799(N)    083 18 59.95604(W) AD(       ) 1
 AA5399  NAVD 88 (04/30/95)  198.8    (m)  GEOID93  model used  GPS OBS        
 AA5399
 AA5399.Superseded values are not recommended for survey control.
 AA5399
 AA5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5399.See file dsdata.pdf to determine how the superseded data were derived.
 AA5399
 AA5399_MARKER: DD = SURVEY DISK
 AA5399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5399_STAMPING: 24313 1993
 AA5399_MARK LOGO: MI-125
 AA5399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5399+STABILITY: SURFACE MOTION
 AA5399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5399+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 AA5399
 AA5399  HISTORY     - Date     Condition        Report By
 AA5399  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5399  HISTORY     - 19940922 GOOD             WADTRI
 AA5399  HISTORY     - 20050804 GOOD             USPSQD
 AA5399  HISTORY     - 20060509 GOOD             MIDT
 AA5399  HISTORY     - 20130504 MARK NOT FOUND   GEOCAC
 AA5399
 AA5399                          STATION DESCRIPTION
 AA5399
 AA5399'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5399'US-24 TO EIGHT MILE ROAD, THENCE WEST ALONG EIGHT MILE ROAD 2 MILES
 AA5399'(3.2 KM) TO THE INTERSECTION OF INKSTER ROAD AND THE MONUMENT AT THE
 AA5399'NORTHEAST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS IN THE YARD
 AA5399'OF 'OIL DISPATCH', 42.2 FEET (12.9 M) NORTH OF THE CENTERLINE OF THE
 AA5399'WEST BOUND LANE OF EIGHT MILE ROAD, 52.1 FEET (15.9 M) EAST OF THE
 AA5399'CENTERLINE OF INKSTER ROAD, 1.95 FEET (0.59 M) WEST OF THE WEST EDGE
 AA5399'OF A CONCRETE WALK, 3 FEET (0.9 M) NORTH OF THE NORTH EDGE OF A
 AA5399'CONCRETE WALK, 25.7 FEET (7.8 M) SOUTH OF A TELEPHONE POLE, 28.1 FEET
 AA5399'(8.6 M) EAST OF THE CENTER OF A MANHOLE COVER, AND 1 FOOT (0.3 M)
 AA5399'HIGHER THAN EIGHT MILE ROAD.
 AA5399
 AA5399                          STATION RECOVERY (1994)
 AA5399
 AA5399'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5399'STATION IS APPROXIMATELY 6 MILESWEST OF SOUTHFIELD, MICHIGAN JUST
 AA5399'NORTH OF THE OAKLAND-WAYNE COUNTY LINE ON EIGHT MILE ROAD AT INKSTER
 AA5399'ROAD. TO REACH FROM US-24 (TELEGRAPH ROAD) AND EIGHT MILE ROAD,  GO
 AA5399'WEST ALONG EIGHT MILE ROAD 2 MILESTO INKSTER ROAD AND THE STATION IN
 AA5399'THE NORTHEAST QUADRANT.  THE MONUMENT IS IN THE FRONT YARD OF THE 'OIL
 AA5399'DISPATCH'. THE STATION IS AN ALUMINUM CAP 'OAKLAND COUNTY REMON' SET
 AA5399'IN THE TOP OF AN 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA5399'THE MONUMENT IS 42.2 FEETNORTH OF THE CENTERLINE OF WESTBOUND EIGHT
 AA5399'MILE ROAD,  52.1 FEETEAST OF CENTERLINE OF INKSTER ROAD, 1.95 FEET
 AA5399'WEST OF THE WEST EDGE OF A CONCRETE WALK, 3 FEETNORTH OF THE NORTH
 AA5399'EDGE OF A CONCRETE WALK,  25.7 FEETSOUTH OF A TELEPHONE POLE, 28.1
 AA5399'FEETEAST OF THE CENTER OF A MANHOLE COVER, 1 FOOTHIGHER THAN EIGHT
 AA5399'MILE ROAD.
 AA5399
 AA5399                          STATION RECOVERY (2005)
 AA5399
 AA5399'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA5399'RECOVERED IN GOOD CONDITION.
 AA5399
 AA5399                          STATION RECOVERY (2006)
 AA5399
 AA5399'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5399'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AA5399'LOCATED 0.6 METERS (2.0 FEET) NORTH OF A CARSONITE WITNESS POST.
 AA5399
 AA5399                          STATION RECOVERY (2013)
 AA5399
 AA5399'RECOVERY NOTE BY GEOCACHING 2013 (DJP)
 AA5399'MARKER WAS REMOVED DURING EIGHT MILE ROAD CONSTRUCTION DURING 2012.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0035 ***********************************************************************
 NF0035  DESIGNATION -  245 1/2
 NF0035  PID         -  NF0035
 NF0035  STATE/COUNTY-  MI/SHIAWASSEE
 NF0035  COUNTRY     -  US
 NF0035  USGS QUAD   -  CORUNNA SE (2017)
 NF0035
 NF0035                         *CURRENT SURVEY CONTROL
 NF0035  ______________________________________________________________________
 NF0035* NAD 83(1986) POSITION- 42 51 33.     (N) 084 07 07.     (W)   SCALED
 NF0035* NAVD 88 ORTHO HEIGHT -   256.559 (meters)      841.73  (feet) ADJUSTED
 NF0035  ______________________________________________________________________
 NF0035  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 NF0035  DYNAMIC HEIGHT  -        256.497 (meters)      841.52  (feet) COMP
 NF0035  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 NF0035
 NF0035  VERT ORDER      -  SECOND    CLASS 0
 NF0035
 NF0035.The horizontal coordinates were scaled from a map and have
 NF0035.an estimated accuracy of +/- 6 seconds.
 NF0035
 NF0035.The orthometric height was determined by differential leveling and
 NF0035.adjusted by the NATIONAL GEODETIC SURVEY
 NF0035.in June 1991.
 NF0035
 NF0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0035.GEOID18 height accuracy estimate available here.
 NF0035
 NF0035.Click photographs - Photos may exist for this station.
 NF0035
 NF0035.The dynamic height is computed by dividing the NAVD 88
 NF0035.geopotential number by the normal gravity value computed on the
 NF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0035.degrees latitude (g = 980.6199 gals.).
 NF0035
 NF0035.The modeled gravity was interpolated from observed gravity values.
 NF0035
 NF0035;                    North         East    Units  Estimated Accuracy
 NF0035;SPC MI S     -   151,000.    4,020,270.      MT  (+/- 180 meters Scaled)
 NF0035
 NF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN354492(NAD 83)
 NF0035
 NF0035                          SUPERSEDED SURVEY CONTROL
 NF0035
 NF0035  NGVD 29 (??/??/92)  256.689  (m)          842.15   (f) ADJ UNCH    2 0
 NF0035
 NF0035.Superseded values are not recommended for survey control.
 NF0035
 NF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0035.See file dsdata.pdf to determine how the superseded data were derived.
 NF0035
 NF0035_MARKER: B = BOLT
 NF0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0035_STAMPING: 245 1/2
 NF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0035+STABILITY: SURFACE MOTION
 NF0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0035+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2009
 NF0035
 NF0035  HISTORY     - Date     Condition        Report By
 NF0035  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0035  HISTORY     - 1934     GOOD             CGS
 NF0035  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0035  HISTORY     - 20090508 GOOD             MIDT
 NF0035
 NF0035                          STATION DESCRIPTION
 NF0035
 NF0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0035'3 MI W FROM BANCROFT.
 NF0035'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0035'THE STATION AT BANCROFT, SHIAWASSEE COUNTY, ABOUT 1062 YARDS
 NF0035'WEST OF MILEPOST C 246, ABOUT 282 YARDS EAST OF A ROAD CROSSING,
 NF0035'ABOUT 150 YARDS EAST OF THE EAST ABUTMENT OF A BRIDGE, AND
 NF0035'1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED
 NF0035'245-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0035
 NF0035                          STATION RECOVERY (1976)
 NF0035
 NF0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0035'MARK NOT FOUND.
 NF0035
 NF0035                          STATION RECOVERY (2009)
 NF0035
 NF0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (CJH)
 NF0035'SET A CARSONITE SURVEY MARKER POST 1' N'LY (PERPEDICULAR TO THE FENCE)
 NF0035'OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0034 ***********************************************************************
 NF0034  DESIGNATION -  246 1/2
 NF0034  PID         -  NF0034
 NF0034  STATE/COUNTY-  MI/SHIAWASSEE
 NF0034  COUNTRY     -  US
 NF0034  USGS QUAD   -  CORUNNA SE (2017)
 NF0034
 NF0034                         *CURRENT SURVEY CONTROL
 NF0034  ______________________________________________________________________
 NF0034* NAD 83(1986) POSITION- 42 51 54.     (N) 084 06 04.     (W)   SCALED
 NF0034* NAVD 88 ORTHO HEIGHT -   257.427 (meters)      844.58  (feet) ADJUSTED
 NF0034  ______________________________________________________________________
 NF0034  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 NF0034  DYNAMIC HEIGHT  -        257.364 (meters)      844.37  (feet) COMP
 NF0034  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 NF0034
 NF0034  VERT ORDER      -  SECOND    CLASS 0
 NF0034
 NF0034.The horizontal coordinates were scaled from a map and have
 NF0034.an estimated accuracy of +/- 6 seconds.
 NF0034
 NF0034.The orthometric height was determined by differential leveling and
 NF0034.adjusted by the NATIONAL GEODETIC SURVEY
 NF0034.in June 1991.
 NF0034
 NF0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0034.GEOID18 height accuracy estimate available here.
 NF0034
 NF0034.Click photographs - Photos may exist for this station.
 NF0034
 NF0034.The dynamic height is computed by dividing the NAVD 88
 NF0034.geopotential number by the normal gravity value computed on the
 NF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0034.degrees latitude (g = 980.6199 gals.).
 NF0034
 NF0034.The modeled gravity was interpolated from observed gravity values.
 NF0034
 NF0034;                    North         East    Units  Estimated Accuracy
 NF0034;SPC MI S     -   151,660.    4,021,700.      MT  (+/- 180 meters Scaled)
 NF0034
 NF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN368499(NAD 83)
 NF0034
 NF0034                          SUPERSEDED SURVEY CONTROL
 NF0034
 NF0034  NGVD 29 (??/??/92)  257.557  (m)          845.00   (f) ADJ UNCH    2 0
 NF0034
 NF0034.Superseded values are not recommended for survey control.
 NF0034
 NF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0034.See file dsdata.pdf to determine how the superseded data were derived.
 NF0034
 NF0034_MARKER: B = BOLT
 NF0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0034_STAMPING: 2461/2
 NF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0034+STABILITY: SURFACE MOTION
 NF0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0034+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 NF0034
 NF0034  HISTORY     - Date     Condition        Report By
 NF0034  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0034  HISTORY     - 1967     GOOD             USGS
 NF0034  HISTORY     - 20090527 GOOD             MIDT
 NF0034
 NF0034                          STATION DESCRIPTION
 NF0034
 NF0034'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NF0034'AT BANCROFT.
 NF0034'BANCROFT, SHIAWASSEE COUNTY, 0.9 MI S AND 2.0 MI W, OF, ABOUT
 NF0034'2.0 MI SW ALONG THE GRAND TRUNK WESTERN RY. FROM, TWPS. 5 AND
 NF0034'6 N., R. 3 E., NEAR COR. SECS. 3, 4, 33 AND 34, ABOUT 700 FT
 NF0034'SW OF INTERSECTION OF GTWRR AND MILLER RD., 132 FT NE OF A SMALL
 NF0034'BROOK, 45 FT NW AND 7.2 FT. LOWER THAN N. RAIL OF N. TRACK, 1.6
 NF0034'FT SE OF A RIGHT OF WAY FENCE, IN CONCRETE POST PROJ. 0.2 FT.,
 NF0034'A COPPER BOLT STAMPED 2461/2.
 NF0034
 NF0034                          STATION RECOVERY (2009)
 NF0034
 NF0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (ZJP)
 NF0034'THE MARK IS 1' S'LY OF A CARSONITE SURVEY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0032 ***********************************************************************
 NF0032  DESIGNATION -  248 1/2
 NF0032  PID         -  NF0032
 NF0032  STATE/COUNTY-  MI/SHIAWASSEE
 NF0032  COUNTRY     -  US
 NF0032  USGS QUAD   -  CORUNNA (2017)
 NF0032
 NF0032                         *CURRENT SURVEY CONTROL
 NF0032  ______________________________________________________________________
 NF0032* NAD 83(1986) POSITION- 42 52 36.     (N) 084 03 52.     (W)   SCALED
 NF0032* NAVD 88 ORTHO HEIGHT -   260.023 (meters)      853.09  (feet) ADJUSTED
 NF0032  ______________________________________________________________________
 NF0032  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 NF0032  DYNAMIC HEIGHT  -        259.960 (meters)      852.89  (feet) COMP
 NF0032  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 NF0032
 NF0032  VERT ORDER      -  SECOND    CLASS 0
 NF0032
 NF0032.The horizontal coordinates were scaled from a map and have
 NF0032.an estimated accuracy of +/- 6 seconds.
 NF0032
 NF0032.The orthometric height was determined by differential leveling and
 NF0032.adjusted by the NATIONAL GEODETIC SURVEY
 NF0032.in June 1991.
 NF0032
 NF0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0032.GEOID18 height accuracy estimate available here.
 NF0032
 NF0032.Click photographs - Photos may exist for this station.
 NF0032
 NF0032.The dynamic height is computed by dividing the NAVD 88
 NF0032.geopotential number by the normal gravity value computed on the
 NF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0032.degrees latitude (g = 980.6199 gals.).
 NF0032
 NF0032.The modeled gravity was interpolated from observed gravity values.
 NF0032
 NF0032;                    North         East    Units  Estimated Accuracy
 NF0032;SPC MI S     -   152,960.    4,024,690.      MT  (+/- 180 meters Scaled)
 NF0032
 NF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN397513(NAD 83)
 NF0032
 NF0032                          SUPERSEDED SURVEY CONTROL
 NF0032
 NF0032  NGVD 29 (??/??/92)  260.154  (m)          853.52   (f) ADJ UNCH    2 0
 NF0032
 NF0032.Superseded values are not recommended for survey control.
 NF0032
 NF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0032.See file dsdata.pdf to determine how the superseded data were derived.
 NF0032
 NF0032_MARKER: B = BOLT
 NF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0032_STAMPING: 248 1/2
 NF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0032+STABILITY: SURFACE MOTION
 NF0032
 NF0032  HISTORY     - Date     Condition        Report By
 NF0032  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0032  HISTORY     - 1934     GOOD             CGS
 NF0032  HISTORY     - 1967     MARK NOT FOUND   USGS
 NF0032
 NF0032                          STATION DESCRIPTION
 NF0032
 NF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0032'AT BANCROFT.
 NF0032'AT BANCROFT, SHIAWASSEE COUNTY, 65 YARDS EAST OF THE EAST
 NF0032'SIDE OF THE GRAND TRUNK WESTERN RAILROAD STATION, AT A ROAD
 NF0032'CROSSING EAST OF THE STATION, ABOUT 50 YARDS EAST OF THE CENTER
 NF0032'LINE OF THE ROAD, 22 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 NF0032'CONCRETE FOUNDATION OF AN ABANDONED WAREHOUSE, AND 20.3 FEET
 NF0032'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A COPPER BOLT,
 NF0032'STAMPED 248-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0032'NOTE-- SITE OF MARK HAS BEEN DITCHED OUT.
 NF0032
 NF0032                          STATION RECOVERY (1967)
 NF0032
 NF0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NF0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0232 ***********************************************************************
 RJ0232  DESIGNATION -  25
 RJ0232  PID         -  RJ0232
 RJ0232  STATE/COUNTY-  MI/CHIPPEWA
 RJ0232  COUNTRY     -  US
 RJ0232  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0232
 RJ0232                         *CURRENT SURVEY CONTROL
 RJ0232  ______________________________________________________________________
 RJ0232* NAD 83(1986) POSITION- 46 29 02.     (N) 084 15 31.     (W)   SCALED
 RJ0232* NAVD 88 ORTHO HEIGHT -   181.954 (meters)      596.96  (feet) ADJUSTED
 RJ0232  ______________________________________________________________________
 RJ0232  GEOID HEIGHT    -        -36.699 (meters)                     GEOID18
 RJ0232  DYNAMIC HEIGHT  -        181.963 (meters)      596.99  (feet) COMP
 RJ0232  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RJ0232
 RJ0232  VERT ORDER      -  FIRST     CLASS I
 RJ0232
 RJ0232.The horizontal coordinates were scaled from a map and have
 RJ0232.an estimated accuracy of +/- 6 seconds.
 RJ0232
 RJ0232.The orthometric height was determined by differential leveling and
 RJ0232.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0232.in June 1991.
 RJ0232
 RJ0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0232.GEOID18 height accuracy estimate available here.
 RJ0232
 RJ0232.Click photographs - Photos may exist for this station.
 RJ0232
 RJ0232.The dynamic height is computed by dividing the NAVD 88
 RJ0232.geopotential number by the normal gravity value computed on the
 RJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0232.degrees latitude (g = 980.6199 gals.).
 RJ0232
 RJ0232.The modeled gravity was interpolated from observed gravity values.
 RJ0232
 RJ0232;                    North         East    Units  Estimated Accuracy
 RJ0232;SPC MI N     -   192,650.    8,210,440.      MT  (+/- 180 meters Scaled)
 RJ0232
 RJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS104514(NAD 83)
 RJ0232
 RJ0232                          SUPERSEDED SURVEY CONTROL
 RJ0232
 RJ0232  NGVD 29 (??/??/92)  181.97   (m)          597.0    (f) COMPUTED    1 1
 RJ0232
 RJ0232.Superseded values are not recommended for survey control.
 RJ0232
 RJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0232.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0232
 RJ0232_MARKER: Z = SEE DESCRIPTION
 RJ0232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0232+WITH SETTING: INTO GROUND
 RJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0232+STABILITY: SURFACE MOTION
 RJ0232
 RJ0232  HISTORY     - Date     Condition        Report By
 RJ0232  HISTORY     - 1969     MONUMENTED       NONE
 RJ0232  HISTORY     - 1969     GOOD             USLS
 RJ0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0232
 RJ0232                          STATION DESCRIPTION
 RJ0232
 RJ0232'DESCRIBED BY US LAKE SURVEY 1969
 RJ0232'AT SUGAR ISLAND.
 RJ0232'25 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0232'DOCK, PROCEED 1.9 MILES EAST ON PAVED ROAD TO SOUTHEAST CORNER
 RJ0232'OF INTERSECTION, 42 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 RJ0232'34 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 8.5 FEET SOUTHWEST
 RJ0232'OF UTILITY POLE NO. SU I-25, 1/2-FOOT BELOW THE GROUND SURFACE,
 RJ0232'BEING HIGHEST POINT ON TOP OF A 1-1/2 INCH IRON ROD, 10 FEET
 RJ0232'LONG.
 RJ0232
 RJ0232                          STATION RECOVERY (1983)
 RJ0232
 RJ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0232'NOT RECOVERED.  USING MEASUREMENTS FROM DESCRIPTION, BM LOCATION FALLS
 RJ0232'UNDER A 4 BY 4 FOOT SLAB OF A TELEPHONE JUNCTION BOX, POSSIBLY MARK
 RJ0232'STILL INTACT UNDER THE CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6846 ***********************************************************************
 AA6846  DESIGNATION -  25 250A
 AA6846  PID         -  AA6846
 AA6846  STATE/COUNTY-  MI/WAYNE
 AA6846  COUNTRY     -  US
 AA6846  USGS QUAD   -  ROYAL OAK (2017)
 AA6846
 AA6846                         *CURRENT SURVEY CONTROL
 AA6846  ______________________________________________________________________
 AA6846* NAD 83(2011) POSITION- 42 24 10.09143(N) 083 08 16.05602(W)   ADJUSTED
 AA6846* NAD 83(2011) ELLIP HT-   162.887 (meters)        (06/27/12)   ADJUSTED
 AA6846* NAD 83(2011) EPOCH   -  2010.00
 AA6846* NAVD 88 ORTHO HEIGHT -   197.1   (meters)      647.    (feet) GPS OBS
 AA6846  ______________________________________________________________________
 AA6846  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6846  GEOID HEIGHT    -         -34.29 (meters)                     GEOID93
 AA6846  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 AA6846  NAD 83(2011) X  -    563,604.133 (meters)                     COMP
 AA6846  NAD 83(2011) Y  - -4,683,272.908 (meters)                     COMP
 AA6846  NAD 83(2011) Z  -  4,278,858.135 (meters)                     COMP
 AA6846  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 AA6846
 AA6846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6846  Standards:
 AA6846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6846  -------------------------------------------------------------------
 AA6846  NETWORK    1.71   1.78           0.75   0.63   0.91      0.24355146
 AA6846  -------------------------------------------------------------------
 AA6846  Click here for local accuracies and other accuracy information.
 AA6846
 AA6846.The horizontal coordinates were established by GPS observations
 AA6846.and adjusted by the National Geodetic Survey in June 2012.
 AA6846
 AA6846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6846.been affixed to the stable North American tectonic plate. See 
 AA6846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6846
 AA6846.The horizontal coordinates are valid at the epoch date displayed above
 AA6846.which is a decimal equivalence of Year/Month/Day.
 AA6846
 AA6846.The orthometric height was determined by GPS observations and a
 AA6846.high-resolution geoid model.
 AA6846
 AA6846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6846.GEOID18 height accuracy estimate available here.
 AA6846
 AA6846.Click photographs - Photos may exist for this station.
 AA6846
 AA6846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6846
 AA6846.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6846
 AA6846.The ellipsoidal height was determined by GPS observations
 AA6846.and is referenced to NAD 83.
 AA6846
 AA6846. The following values were computed from the NAD 83(2011) position.
 AA6846
 AA6846;                    North         East     Units Scale Factor Converg.
 AA6846;SPC MI S     -   101,019.609 4,101,159.022   MT  0.99994207   +0 50 10.6
 AA6846;SPC MI S     -   331,429.16 13,455,246.14   iFT  0.99994207   +0 50 10.6
 AA6846;UTM  17      - 4,696,714.365   324,070.223   MT  0.99998083   -1 26 31.1
 AA6846
 AA6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6846!SPC MI S     -   0.99997445  x   0.99994207  =   0.99991653
 AA6846!UTM  17      -   0.99997445  x   0.99998083  =   0.99995528
 AA6846
 AA6846:                Primary Azimuth Mark                     Grid Az
 AA6846:SPC MI S     -  25 253                                   087 24 20.6
 AA6846:UTM  17      -  25 253                                   089 41 02.3
 AA6846
 AA6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2407096714(NAD 83)
 AA6846
 AA6846|---------------------------------------------------------------------|
 AA6846| PID    Reference Object                     Distance      Geod. Az  |
 AA6846|                                                           dddmmss.s |
 AA6846| AA6836 25 253                              APPROX. 0.6 KM 0881431.2 |
 AA6846|---------------------------------------------------------------------|
 AA6846
 AA6846                          SUPERSEDED SURVEY CONTROL
 AA6846
 AA6846  NAD 83(2007)-  42 24 10.09160(N)    083 08 16.05691(W) AD(2002.00) 0
 AA6846  ELLIP H (02/10/07)  162.880  (m)                       GP(2002.00)    
 AA6846  ELLIP H (07/12/02)  162.916  (m)                       GP(       ) 4 1
 AA6846  NAD 83(1994)-  42 24 10.09164(N)    083 08 16.05668(W) AD(       ) 1
 AA6846  ELLIP H (02/03/97)  162.954  (m)                       GP(       ) 4 1
 AA6846  NAD 83(1986)-  42 24 10.09615(N)    083 08 16.08775(W) AD(       ) 1
 AA6846
 AA6846.Superseded values are not recommended for survey control.
 AA6846
 AA6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6846.See file dsdata.pdf to determine how the superseded data were derived.
 AA6846
 AA6846_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6846_STAMPING: 25-250A 1960
 AA6846_MARK LOGO: MI-163
 AA6846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6846+STABILITY: SURFACE MOTION
 AA6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6846+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6846
 AA6846  HISTORY     - Date     Condition        Report By
 AA6846  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6846
 AA6846                          STATION DESCRIPTION
 AA6846
 AA6846'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6846'STATION IS LOCATED IN HIGHLAND PARK, MICHIGAN ON QUINCY STREET AT
 AA6846'FENKEL ROAD. TO REACH FROM INTERSTATE I-75 AND MCNICHOLS ROAD (EXIT
 AA6846'57) PROCEED WEST 2.7 MILESON MCNICHOLS ROAD TO LIVERNOIS ROAD, THENCE
 AA6846'GO SOUTH ON LIVERNOIS 1 MILETO FENKEL ROAD, THENCE GO EAST 0.15
 AA6846'MILESON FENKEL TO QUINCY STREET AND THE STATION IN THE NORTHEAST
 AA6846'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6846'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6846'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6846'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF QUINCY IS N
 AA6846'90 W,  43.4 FEET,  CENTERLINE OF FENKEL IS S 0 W, 30.9 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6836 ***********************************************************************
 AA6836  DESIGNATION -  25 253
 AA6836  PID         -  AA6836
 AA6836  STATE/COUNTY-  MI/WAYNE
 AA6836  COUNTRY     -  US
 AA6836  USGS QUAD   -  ROYAL OAK (2017)
 AA6836
 AA6836                         *CURRENT SURVEY CONTROL
 AA6836  ______________________________________________________________________
 AA6836* NAD 83(2011) POSITION- 42 24 10.70466(N) 083 07 49.05869(W)   ADJUSTED
 AA6836* NAD 83(2011) ELLIP HT-   161.324 (meters)        (06/27/12)   ADJUSTED
 AA6836* NAD 83(2011) EPOCH   -  2010.00
 AA6836* NAVD 88 ORTHO HEIGHT -   195.6   (meters)      642.    (feet) GPS OBS
 AA6836  ______________________________________________________________________
 AA6836  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6836  GEOID HEIGHT    -         -34.30 (meters)                     GEOID93
 AA6836  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 AA6836  NAD 83(2011) X  -    564,215.443 (meters)                     COMP
 AA6836  NAD 83(2011) Y  - -4,683,185.285 (meters)                     COMP
 AA6836  NAD 83(2011) Z  -  4,278,871.053 (meters)                     COMP
 AA6836  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AA6836
 AA6836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6836  Standards:
 AA6836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6836  -------------------------------------------------------------------
 AA6836  NETWORK    1.29   1.43           0.59   0.44   0.73      0.13150256
 AA6836  -------------------------------------------------------------------
 AA6836  Click here for local accuracies and other accuracy information.
 AA6836
 AA6836.The horizontal coordinates were established by GPS observations
 AA6836.and adjusted by the National Geodetic Survey in June 2012.
 AA6836
 AA6836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6836.been affixed to the stable North American tectonic plate. See 
 AA6836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6836
 AA6836.The horizontal coordinates are valid at the epoch date displayed above
 AA6836.which is a decimal equivalence of Year/Month/Day.
 AA6836
 AA6836.The orthometric height was determined by GPS observations and a
 AA6836.high-resolution geoid model.
 AA6836
 AA6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6836.GEOID18 height accuracy estimate available here.
 AA6836
 AA6836.Click photographs - Photos may exist for this station.
 AA6836
 AA6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6836
 AA6836.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6836
 AA6836.The ellipsoidal height was determined by GPS observations
 AA6836.and is referenced to NAD 83.
 AA6836
 AA6836. The following values were computed from the NAD 83(2011) position.
 AA6836
 AA6836;                    North         East     Units Scale Factor Converg.
 AA6836;SPC MI S     -   101,047.565 4,101,776.027   MT  0.99994205   +0 50 29.0
 AA6836;SPC MI S     -   331,520.88 13,457,270.43   iFT  0.99994205   +0 50 29.0
 AA6836;UTM  17      - 4,696,717.772   324,687.875   MT  0.99997816   -1 26 12.9
 AA6836
 AA6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6836!SPC MI S     -   0.99997470  x   0.99994205  =   0.99991675
 AA6836!UTM  17      -   0.99997470  x   0.99997816  =   0.99995286
 AA6836
 AA6836:                Primary Azimuth Mark                     Grid Az
 AA6836:SPC MI S     -  25 250A                                  267 24 20.4
 AA6836:UTM  17      -  25 250A                                  269 41 02.3
 AA6836
 AA6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2468796717(NAD 83)
 AA6836
 AA6836|---------------------------------------------------------------------|
 AA6836| PID    Reference Object                     Distance      Geod. Az  |
 AA6836|                                                           dddmmss.s |
 AA6836| AA6846 25 250A                             APPROX. 0.6 KM 2681449.4 |
 AA6836|---------------------------------------------------------------------|
 AA6836
 AA6836                          SUPERSEDED SURVEY CONTROL
 AA6836
 AA6836  NAD 83(2007)-  42 24 10.70483(N)    083 07 49.05958(W) AD(2002.00) 0
 AA6836  ELLIP H (02/10/07)  161.316  (m)                       GP(2002.00)    
 AA6836  ELLIP H (07/12/02)  161.353  (m)                       GP(       ) 4 1
 AA6836  NAD 83(1994)-  42 24 10.70489(N)    083 07 49.05932(W) AD(       ) 1
 AA6836  ELLIP H (02/03/97)  161.390  (m)                       GP(       ) 4 1
 AA6836  NAD 83(1986)-  42 24 10.70941(N)    083 07 49.09047(W) AD(       ) 1
 AA6836
 AA6836.Superseded values are not recommended for survey control.
 AA6836
 AA6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6836.See file dsdata.pdf to determine how the superseded data were derived.
 AA6836
 AA6836_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6836_STAMPING: 25-253 1960
 AA6836_MARK LOGO: MI-163
 AA6836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6836+STABILITY: SURFACE MOTION
 AA6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6836+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6836
 AA6836  HISTORY     - Date     Condition        Report By
 AA6836  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6836  HISTORY     - 20011212 GOOD             INDIV
 AA6836
 AA6836                          STATION DESCRIPTION
 AA6836
 AA6836'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6836'STATION IS LOCATED IN HIGHLAND PARK, MICHIGAN ON FENKEL ROAD AT ALDEN
 AA6836'STREET. TO REACH FROM INTERSTATE I-75 AND MCNICHOLS ROAD (EXIT 57)
 AA6836'PROCEED WEST 2.7 MILESON MCNICHOLS ROAD TO LIVERNOIS ROAD, THENCE GO
 AA6836'SOUTH ON LIVERNOIS 1 MILETO FENKEL ROAD, THENCE GO EAST 0.5 MILES ON
 AA6836'FENKEL TO ALDEN STREET AND THE STATION IN THE NORTHEAST QUADRANT. THE
 AA6836'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6836'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH
 AA6836'WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6836'INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF ALDEN IS N 90 W,  21.1
 AA6836'FEET,  CENTERLINE OF FENKEL IS S 0 W, 29.4 FEET.
 AA6836
 AA6836                          STATION RECOVERY (2001)
 AA6836
 AA6836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0450 ***********************************************************************
 NE0450  DESIGNATION -  25 6
 NE0450  PID         -  NE0450
 NE0450  STATE/COUNTY-  MI/OAKLAND
 NE0450  COUNTRY     -  US
 NE0450  USGS QUAD   -  BIRMINGHAM (2017)
 NE0450
 NE0450                         *CURRENT SURVEY CONTROL
 NE0450  ______________________________________________________________________
 NE0450* NAD 83(1986) POSITION- 42 32 48.     (N) 083 12 22.     (W)   SCALED
 NE0450* NAVD 88 ORTHO HEIGHT -   233.104 (meters)      764.78  (feet) ADJUSTED
 NE0450  ______________________________________________________________________
 NE0450  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 NE0450  DYNAMIC HEIGHT  -        233.038 (meters)      764.56  (feet) COMP
 NE0450  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 NE0450
 NE0450  VERT ORDER      -  SECOND    CLASS 0
 NE0450
 NE0450.The horizontal coordinates were scaled from a map and have
 NE0450.an estimated accuracy of +/- 6 seconds.
 NE0450
 NE0450.The orthometric height was determined by differential leveling and
 NE0450.adjusted by the NATIONAL GEODETIC SURVEY
 NE0450.in June 1991.
 NE0450
 NE0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0450.GEOID18 height accuracy estimate available here.
 NE0450
 NE0450.Click photographs - Photos may exist for this station.
 NE0450
 NE0450.The dynamic height is computed by dividing the NAVD 88
 NE0450.geopotential number by the normal gravity value computed on the
 NE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0450.degrees latitude (g = 980.6199 gals.).
 NE0450
 NE0450.The modeled gravity was interpolated from observed gravity values.
 NE0450
 NE0450;                    North         East    Units  Estimated Accuracy
 NE0450;SPC MI S     -   116,920.    4,095,320.      MT  (+/- 180 meters Scaled)
 NE0450
 NE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH188128(NAD 83)
 NE0450
 NE0450                          SUPERSEDED SURVEY CONTROL
 NE0450
 NE0450  NGVD 29 (??/??/92)  233.234  (m)          765.20   (f) ADJ UNCH    2 0
 NE0450
 NE0450.Superseded values are not recommended for survey control.
 NE0450
 NE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0450.See file dsdata.pdf to determine how the superseded data were derived.
 NE0450
 NE0450_MARKER: DD = SURVEY DISK
 NE0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0450+STABILITY: SURFACE MOTION
 NE0450
 NE0450  HISTORY     - Date     Condition        Report By
 NE0450  HISTORY     - UNK      MONUMENTED       MI0490
 NE0450  HISTORY     - 1934     GOOD             CGS
 NE0450  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0450  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0450  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0450
 NE0450                          STATION DESCRIPTION
 NE0450
 NE0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0450'AT BIRMINGHAM.
 NE0450'AT BIRMINGHAM, OAKLAND COUNTY, AT THE NORTHWEST CORNER OF THE
 NE0450'INTERSECTION OF EAST MAPLE AND ADAMS ROADS, 14 YARDS NORTHWEST
 NE0450'OF THE INTERSECTION OF THE CENTERLINES, 10.5 YARDS WEST OF THE
 NE0450'CENTERLINE OF ADAMS ROAD, 10.5 YARDS NORTH OF THE CENTERLINE
 NE0450'OF EAST MAPLE ROAD, AND 1 INCH LOWER THAN THE SURFACE OF THE
 NE0450'SIDEWALK.  A CITY OF BIRMINGHAM STANDARD DISK, SET IN THE TOP
 NE0450'OF A CONCRETE POST.
 NE0450
 NE0450                          STATION RECOVERY (1983)
 NE0450
 NE0450'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0450'MARK NOT FOUND.
 NE0450
 NE0450                          STATION RECOVERY (1994)
 NE0450
 NE0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0450'MARK NOT FOUND.
 NE0450
 NE0450                          STATION RECOVERY (1997)
 NE0450
 NE0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0474 ***********************************************************************
 RL0474  DESIGNATION -  25 A 1
 RL0474  PID         -  RL0474
 RL0474  STATE/COUNTY-  MI/BARAGA
 RL0474  COUNTRY     -  US
 RL0474  USGS QUAD   -  COVINGTON (2017)
 RL0474
 RL0474                         *CURRENT SURVEY CONTROL
 RL0474  ______________________________________________________________________
 RL0474* NAD 83(1986) POSITION- 46 32 28.11   (N) 088 32 11.74   (W)   HD_HELD1
 RL0474* NAVD 88 ORTHO HEIGHT -   487.938 (meters)     1600.84  (feet) ADJUSTED
 RL0474  ______________________________________________________________________
 RL0474  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 RL0474  DYNAMIC HEIGHT  -        487.951 (meters)     1600.89  (feet) COMP
 RL0474  MODELED GRAVITY -    980,624.8   (mgal)                       NAVD 88
 RL0474
 RL0474  VERT ORDER      -  FIRST     CLASS II
 RL0474
 RL0474.The horizontal coordinates were determined by differentially corrected
 RL0474.hand held GPS observations or other comparable positioning techniques
 RL0474.and have an estimated accuracy of +/- 3 meters.
 RL0474
 RL0474.The orthometric height was determined by differential leveling and
 RL0474.adjusted by the NATIONAL GEODETIC SURVEY
 RL0474.in June 1991.
 RL0474
 RL0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0474.GEOID18 height accuracy estimate available here.
 RL0474
 RL0474.Click photographs - Photos may exist for this station.
 RL0474
 RL0474.The dynamic height is computed by dividing the NAVD 88
 RL0474.geopotential number by the normal gravity value computed on the
 RL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0474.degrees latitude (g = 980.6199 gals.).
 RL0474
 RL0474.The modeled gravity was interpolated from observed gravity values.
 RL0474
 RL0474;                    North         East    Units  Estimated Accuracy
 RL0474;SPC MI N     -   196,513.4   7,882,153.7     MT  (+/- 3 meters HH1 GPS) 
 RL0474
 RL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8218355321(NAD 83)
 RL0474
 RL0474                          SUPERSEDED SURVEY CONTROL
 RL0474
 RL0474  NGVD 29 (??/??/92)  487.915  (m)         1600.77   (f) ADJ UNCH    1 2
 RL0474
 RL0474.Superseded values are not recommended for survey control.
 RL0474
 RL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0474.See file dsdata.pdf to determine how the superseded data were derived.
 RL0474
 RL0474_MARKER: DD = SURVEY DISK
 RL0474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0474_STAMPING: 25-A1
 RL0474_MARK LOGO: CGS+SS
 RL0474_PROJECTION: FLUSH
 RL0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0474+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 RL0474
 RL0474  HISTORY     - Date     Condition        Report By
 RL0474  HISTORY     - 1934     MONUMENTED       MIGS
 RL0474  HISTORY     - 1948     GOOD             CGS
 RL0474  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0474  HISTORY     - 20010606 GOOD             MIDT
 RL0474  HISTORY     - 20070824 GOOD             GEOCAC
 RL0474
 RL0474                          STATION DESCRIPTION
 RL0474
 RL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0474'IN COVINGTON.
 RL0474'IN COVINGTON, IN THE SOUTHWEST CORNER OF THE CROSSING OF THE
 RL0474'DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AND U.S. HIGHWAY 141,
 RL0474'131 FEET WEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 RL0474'OF THE RAILROAD STATION, 50 FEET WEST OF THE CENTER LINE OF THE
 RL0474'HIGHWAY, 25 FEET SOUTH OF THE SOUTH RAIL, 24 FEET WEST-SOUTHWEST
 RL0474'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGNAL SWITCH
 RL0474'BOX, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 RL0474'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 RL0474'WITH THE GROUND.
 RL0474
 RL0474                          STATION RECOVERY (1985)
 RL0474
 RL0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0474'MARK NOT FOUND.
 RL0474
 RL0474                          STATION RECOVERY (2001)
 RL0474
 RL0474'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0474'IN COVINGTON, IN THE SW CORNER OF INTERSECTION OF US-141 AND RAILROAD
 RL0474'TRACKS, 61 FT W OF C/L US-141, 25 FT S OF S RAIL, 24 FT WSW OF SW
 RL0474'CORNER OF CONCRETE BASE FOR INACTIVE RR SIGNAL, 20 FT NW OF UTILITY
 RL0474'POLE, 2.7 FT SW OF UTILITY POLE ANCHOR CABLE, 0.9 FT S OF A WITNESS
 RL0474'POST, FLUSH WITH THE GROUND AND ABOUT 1 FT LOWER THAN HIGHWAY, A
 RL0474'SURVEY DISK IN SQUARE CONCRETE POST.
 RL0474
 RL0474                          STATION RECOVERY (2007)
 RL0474
 RL0474'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0221 ***********************************************************************
 RK0221  DESIGNATION -  25 B
 RK0221  PID         -  RK0221
 RK0221  STATE/COUNTY-  MI/MARQUETTE
 RK0221  COUNTRY     -  US
 RK0221  USGS QUAD   -  ISHPEMING (2017)
 RK0221
 RK0221                         *CURRENT SURVEY CONTROL
 RK0221  ______________________________________________________________________
 RK0221* NAD 83(1986) POSITION- 46 29 28.1    (N) 087 40 00.7    (W)   HD_HELD2
 RK0221* NAVD 88 ORTHO HEIGHT -   432.106 (meters)     1417.67  (feet) ADJUSTED
 RK0221  ______________________________________________________________________
 RK0221  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 RK0221  DYNAMIC HEIGHT  -        432.136 (meters)     1417.77  (feet) COMP
 RK0221  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RK0221
 RK0221  VERT ORDER      -  FIRST     CLASS II
 RK0221
 RK0221.The horizontal coordinates were established by autonomous hand held GPS
 RK0221.observations and have an estimated accuracy of +/- 10 meters.
 RK0221
 RK0221.The orthometric height was determined by differential leveling and
 RK0221.adjusted by the NATIONAL GEODETIC SURVEY
 RK0221.in June 1991.
 RK0221
 RK0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0221.GEOID18 height accuracy estimate available here.
 RK0221
 RK0221.Click photographs - Photos may exist for this station.
 RK0221
 RK0221.The dynamic height is computed by dividing the NAVD 88
 RK0221.geopotential number by the normal gravity value computed on the
 RK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0221.degrees latitude (g = 980.6199 gals.).
 RK0221
 RK0221.The modeled gravity was interpolated from observed gravity values.
 RK0221
 RK0221;                    North         East    Units  Estimated Accuracy
 RK0221;SPC MI N     -   190,029.    7,948,807.      MT  (+/- 10 meters HH2 GPS)
 RK0221
 RK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4882248834(NAD 83)
 RK0221
 RK0221                          SUPERSEDED SURVEY CONTROL
 RK0221
 RK0221  NGVD 29 (??/??/92)  432.067  (m)         1417.54   (f) ADJ UNCH    1 2
 RK0221
 RK0221.Superseded values are not recommended for survey control.
 RK0221
 RK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0221.See file dsdata.pdf to determine how the superseded data were derived.
 RK0221
 RK0221_MARKER: DD = SURVEY DISK
 RK0221_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RK0221_SP_SET: BUILDING
 RK0221_STAMPING: 25-B
 RK0221_MARK LOGO: CGS+SS
 RK0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0221+STABILITY: POSITION/ELEVATION WELL
 RK0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0221+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0221
 RK0221  HISTORY     - Date     Condition        Report By
 RK0221  HISTORY     - 1934     MONUMENTED       MIGS
 RK0221  HISTORY     - 1985     GOOD             NGS
 RK0221  HISTORY     - 19910622 GOOD             USPSQD
 RK0221  HISTORY     - 20011011 GOOD             USPSQD
 RK0221  HISTORY     - 20041009 GOOD             USPSQD
 RK0221  HISTORY     - 20060718 GOOD             USPSQD
 RK0221
 RK0221                          STATION DESCRIPTION
 RK0221
 RK0221'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 RK0221'AT ISHPEMING.
 RK0221'AT ISHPEMING, MARQUETTE COUNTY, AT THE NORTH SIDE OF THE POST
 RK0221'OFFICE BUILDING, 12 FEET FROM THE NORTHWEST CORNER, AND IN THE
 RK0221'TOP OF THE LIMESTONE TRIM AT THE FIRST FLOOR ELEVATION.  A STATE
 RK0221'SURVEY STANDARD DISK.
 RK0221
 RK0221                          STATION RECOVERY (1985)
 RK0221
 RK0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0221'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0221'ISHPEMING, AT THE INTERSECTION OF SECOND AND BANK STREETS, IN THE TOP
 RK0221'OF THE FOUNDATION WALL OF THE POST OFFICE, AT A RECESS IN THE NORTH
 RK0221'WALL AND BENEATH THE CENTER ONE OF SEVEN WINDOWS, 36.9 M (121.1 FT)
 RK0221'NORTH OF THE CENTER OF BANK STREET, 29.3 M (96.1 FT) WEST OF THE
 RK0221'CENTER OF SECOND STREET, 19.9 M (65.3 FT) EAST OF THE NORTHWEST CORNER
 RK0221'OF THE BUILDING, AND 16.7 M (54.8 FT) WEST OF THE NORTHEAST CORNER OF
 RK0221'THE BUILDING.
 RK0221'THE MARK IS 0.9 M ABOVE THE GROUND.
 RK0221
 RK0221                          STATION RECOVERY (1991)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2001)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2004)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2006)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0478 ***********************************************************************
 RL0478  DESIGNATION -  25 B 1
 RL0478  PID         -  RL0478
 RL0478  STATE/COUNTY-  MI/BARAGA
 RL0478  COUNTRY     -  US
 RL0478  USGS QUAD   -  COVINGTON (2017)
 RL0478
 RL0478                         *CURRENT SURVEY CONTROL
 RL0478  ______________________________________________________________________
 RL0478* NAD 83(1986) POSITION- 46 32 16.73   (N) 088 35 06.85   (W)   HD_HELD1
 RL0478* NAVD 88 ORTHO HEIGHT -   453.283 (meters)     1487.15  (feet) ADJUSTED
 RL0478  ______________________________________________________________________
 RL0478  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 RL0478  DYNAMIC HEIGHT  -        453.296 (meters)     1487.19  (feet) COMP
 RL0478  MODELED GRAVITY -    980,629.1   (mgal)                       NAVD 88
 RL0478
 RL0478  VERT ORDER      -  FIRST     CLASS II
 RL0478
 RL0478.The horizontal coordinates were determined by differentially corrected
 RL0478.hand held GPS observations or other comparable positioning techniques
 RL0478.and have an estimated accuracy of +/- 3 meters.
 RL0478
 RL0478.The orthometric height was determined by differential leveling and
 RL0478.adjusted by the NATIONAL GEODETIC SURVEY
 RL0478.in June 1991.
 RL0478
 RL0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0478.GEOID18 height accuracy estimate available here.
 RL0478
 RL0478.Click photographs - Photos may exist for this station.
 RL0478
 RL0478.The dynamic height is computed by dividing the NAVD 88
 RL0478.geopotential number by the normal gravity value computed on the
 RL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0478.degrees latitude (g = 980.6199 gals.).
 RL0478
 RL0478.The modeled gravity was interpolated from observed gravity values.
 RL0478
 RL0478;                    North         East    Units  Estimated Accuracy
 RL0478;SPC MI N     -   196,235.5   7,878,416.7     MT  (+/- 3 meters HH1 GPS) 
 RL0478
 RL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7844755044(NAD 83)
 RL0478
 RL0478                          SUPERSEDED SURVEY CONTROL
 RL0478
 RL0478  NGVD 29 (??/??/92)  453.194  (m)         1486.85   (f) ADJ UNCH    1 2
 RL0478
 RL0478.Superseded values are not recommended for survey control.
 RL0478
 RL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0478.See file dsdata.pdf to determine how the superseded data were derived.
 RL0478
 RL0478_MARKER: DD = SURVEY DISK
 RL0478_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0478_STAMPING: 25 B 1
 RL0478_MARK LOGO: CGS+SS
 RL0478_PROJECTION: PROJECTING 20 CENTIMETERS
 RL0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0478
 RL0478  HISTORY     - Date     Condition        Report By
 RL0478  HISTORY     - 1934     MONUMENTED       MIGS
 RL0478  HISTORY     - 1948     GOOD             CGS
 RL0478  HISTORY     - 1985     GOOD             NGS
 RL0478  HISTORY     - 1989     GOOD             USPSQD
 RL0478  HISTORY     - 20070824 GOOD             GEOCAC
 RL0478
 RL0478                          STATION DESCRIPTION
 RL0478
 RL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0478'2.5 MI W FROM COVINGTON.
 RL0478'2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0478'FROM THE STATION AT COVINGTON, AT THE CROSSING OF A PRIVATE
 RL0478'ROAD LEADING SOUTH TO A FARM, 39 FEET NORTH OF THE NORTH RAIL,
 RL0478'41 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 87 FEET SOUTH
 RL0478'OF THE CENTER LINE OF STATE HIGHWAY 28, 132 FEET SOUTHWEST OF
 RL0478'THE CENTER OF THE JUNCTION OF HIGHWAY 28 AND KETOLA ROAD LEADING
 RL0478'NORTH, 26 FEET SOUTHWEST OF POLE NO. 2754, 56 FEET EAST-SOUTHEAST
 RL0478'OF POLE NO. 2755, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL0478'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 RL0478'PROJECTING 5 INCHES.
 RL0478
 RL0478                          STATION RECOVERY (1985)
 RL0478
 RL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0478'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 RL0478'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0478'HIGHWAY 141 IN COVINGTON, 39.0 M (128.0 FT) WEST OF THE EXTENDED
 RL0478'CENTER OF NURKKALA ROAD, 26.6 M (87.3 FT) SOUTH OF THE CENTERLINE OF
 RL0478'THE HIGHWAY, 12.5 M (41.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 RL0478'LEADING SOUTH, AND 11.9 M (39.0 FT) NORTH OF THE NEAR RAIL OF THE SOO
 RL0478'LINE RAILROAD.
 RL0478'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0478'THE MARK IS 0.6 M BELOW THE ROAD.
 RL0478
 RL0478                          STATION RECOVERY (1989)
 RL0478
 RL0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0478'RECOVERED IN GOOD CONDITION.
 RL0478
 RL0478                          STATION RECOVERY (2007)
 RL0478
 RL0478'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0222 ***********************************************************************
 RK0222  DESIGNATION -  25 C
 RK0222  PID         -  RK0222
 RK0222  STATE/COUNTY-  MI/MARQUETTE
 RK0222  COUNTRY     -  US
 RK0222  USGS QUAD   -  ISHPEMING (2017)
 RK0222
 RK0222                         *CURRENT SURVEY CONTROL
 RK0222  ______________________________________________________________________
 RK0222* NAD 83(1986) POSITION- 46 29 22.2    (N) 087 40 15.6    (W)   HD_HELD2
 RK0222* NAVD 88 ORTHO HEIGHT -   431.069 (meters)     1414.27  (feet) ADJUSTED
 RK0222  ______________________________________________________________________
 RK0222  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 RK0222  DYNAMIC HEIGHT  -        431.099 (meters)     1414.36  (feet) COMP
 RK0222  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RK0222
 RK0222  VERT ORDER      -  FIRST     CLASS II
 RK0222
 RK0222.The horizontal coordinates were established by autonomous hand held GPS
 RK0222.observations and have an estimated accuracy of +/- 10 meters.
 RK0222
 RK0222.The orthometric height was determined by differential leveling and
 RK0222.adjusted by the NATIONAL GEODETIC SURVEY
 RK0222.in June 1991.
 RK0222
 RK0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0222.GEOID18 height accuracy estimate available here.
 RK0222
 RK0222.Click photographs - Photos may exist for this station.
 RK0222
 RK0222.The dynamic height is computed by dividing the NAVD 88
 RK0222.geopotential number by the normal gravity value computed on the
 RK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0222.degrees latitude (g = 980.6199 gals.).
 RK0222
 RK0222.The modeled gravity was interpolated from observed gravity values.
 RK0222
 RK0222;                    North         East    Units  Estimated Accuracy
 RK0222;SPC MI N     -   189,849.    7,948,488.      MT  (+/- 10 meters HH2 GPS)
 RK0222
 RK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4850348655(NAD 83)
 RK0222
 RK0222                          SUPERSEDED SURVEY CONTROL
 RK0222
 RK0222  NGVD 29 (??/??/92)  431.034  (m)         1414.15   (f) ADJ UNCH    1 2
 RK0222
 RK0222.Superseded values are not recommended for survey control.
 RK0222
 RK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0222.See file dsdata.pdf to determine how the superseded data were derived.
 RK0222
 RK0222_MARKER: DD = SURVEY DISK
 RK0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0222_SP_SET: BUILDING
 RK0222_STAMPING: 25-C
 RK0222_MARK LOGO: CGS+SS
 RK0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0222+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0222
 RK0222  HISTORY     - Date     Condition        Report By
 RK0222  HISTORY     - 1934     MONUMENTED       MIGS
 RK0222  HISTORY     - 1985     GOOD             NGS
 RK0222  HISTORY     - 19910622 GOOD             USPSQD
 RK0222  HISTORY     - 20011011 GOOD             USPSQD
 RK0222  HISTORY     - 20041009 GOOD             USPSQD
 RK0222  HISTORY     - 20060718 GOOD             USPSQD
 RK0222
 RK0222                          STATION DESCRIPTION
 RK0222
 RK0222'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 RK0222'AT ISHPEMING.
 RK0222'AT ISHPEMING, MARQUETTE COUNTY, IN THE NORTH FACE OF THE CITY
 RK0222'FIRE HALL, 1 FOOT FROM THE NORTHEAST CORNER, AND 2-1/2 FEET
 RK0222'ABOVE GROUND.  A STATE SURVEY STANDARD DISK, SET VERTICALLY.
 RK0222
 RK0222                          STATION RECOVERY (1985)
 RK0222
 RK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0222'ISHPEMING, AT THE INTERSECTION OF LAKE AND PEARL STREETS, SET
 RK0222'VERTICALLY IN THE NORTHEAST CORNER OF THE ISHPEMING POLICE AND FIRE
 RK0222'DEPARTMENT BUILDING, 16.9 M (55.1 FT) WEST OF THE CENTER OF LAKE
 RK0222'STREET, 11.9 M (39.0 FT) NORTH OF THE EXTENDED CENTER OF PEARL STREET,
 RK0222'AND 0.1 M (0.3 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 RK0222'THE MARK IS 1.0 M ABOVE THE GROUND.
 RK0222
 RK0222                          STATION RECOVERY (1991)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2001)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2004)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2006)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0480 ***********************************************************************
 RL0480  DESIGNATION -  25 C 1
 RL0480  PID         -  RL0480
 RL0480  STATE/COUNTY-  MI/BARAGA
 RL0480  COUNTRY     -  US
 RL0480  USGS QUAD   -  SIDNAW (2017)
 RL0480
 RL0480                         *CURRENT SURVEY CONTROL
 RL0480  ______________________________________________________________________
 RL0480* NAD 83(1986) POSITION- 46 31 52.     (N) 088 37 52.     (W)   SCALED
 RL0480* NAVD 88 ORTHO HEIGHT -   439.764 (meters)     1442.79  (feet) POSTED
 RL0480  ______________________________________________________________________
 RL0480  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 RL0480  DYNAMIC HEIGHT  -        439.78  (meters)     1442.8   (feet) COMP
 RL0480  MODELED GRAVITY -    980,631.7   (mgal)                       NAVD 88
 RL0480
 RL0480  VERT ORDER      -  * POSTED, SEE BELOW
 RL0480
 RL0480.The horizontal coordinates were scaled from a map and have
 RL0480.an estimated accuracy of +/- 6 seconds.
 RL0480
 RL0480.The orthometric height was determined by differential leveling
 RL0480.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RL0480
 RL0480.* This is a POSTED BENCH MARK height.
 RL0480
 RL0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0480.GEOID18 height accuracy estimate available here.
 RL0480
 RL0480.Click photographs - Photos may exist for this station.
 RL0480
 RL0480.The dynamic height is computed by dividing the NAVD 88
 RL0480.geopotential number by the normal gravity value computed on the
 RL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0480.degrees latitude (g = 980.6199 gals.).
 RL0480
 RL0480.The modeled gravity was interpolated from observed gravity values.
 RL0480
 RL0480;                    North         East    Units  Estimated Accuracy
 RL0480;SPC MI N     -   195,540.    7,874,880.      MT  (+/- 180 meters Scaled)
 RL0480
 RL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS749543(NAD 83)
 RL0480
 RL0480                          SUPERSEDED SURVEY CONTROL
 RL0480
 RL0480  NGVD 29 (??/??/92)  439.741  (m)         1442.72   (f) ADJ UNCH    1 2
 RL0480
 RL0480.Superseded values are not recommended for survey control.
 RL0480
 RL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0480.See file dsdata.pdf to determine how the superseded data were derived.
 RL0480
 RL0480_MARKER: DD = SURVEY DISK
 RL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0480_STAMPING: 25 C 1 1934
 RL0480_MARK LOGO: CGS+SS
 RL0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0480+STABILITY: SURFACE MOTION
 RL0480
 RL0480  HISTORY     - Date     Condition        Report By
 RL0480  HISTORY     - 1934     MONUMENTED       MIGS
 RL0480  HISTORY     - 1940     GOOD             CGS
 RL0480  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0480
 RL0480                          STATION DESCRIPTION
 RL0480
 RL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0480'5 MI W FROM COVINGTON.
 RL0480'5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0480'FROM COVINGTON, BARAGA COUNTY, 820 FEET NORTHEAST OF MILEPOST
 RL0480'220, 116.5 FEET NORTHEAST OF A CROSSING SIGN, 56.3 FEET
 RL0480'NORTHEAST OF POLE 2838, 39.5 FEET NORTHWEST OF THE CENTERLINE
 RL0480'OF THE TRACK, AND 1 FOOT SOUTH OF A WHITE REFERENCE POST
 RL0480'STENCILED U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 C
 RL0480'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0480
 RL0480                          STATION RECOVERY (1985)
 RL0480
 RL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0482 ***********************************************************************
 RL0482  DESIGNATION -  25 D 1
 RL0482  PID         -  RL0482
 RL0482  STATE/COUNTY-  MI/BARAGA
 RL0482  COUNTRY     -  US
 RL0482  USGS QUAD   -  SIDNAW (2017)
 RL0482
 RL0482                         *CURRENT SURVEY CONTROL
 RL0482  ______________________________________________________________________
 RL0482* NAD 83(1986) POSITION- 46 30 49.     (N) 088 40 23.     (W)   SCALED
 RL0482* NAVD 88 ORTHO HEIGHT -   429.468 (meters)     1409.01  (feet) POSTED
 RL0482  ______________________________________________________________________
 RL0482  GEOID HEIGHT    -        -32.678 (meters)                     GEOID18
 RL0482  DYNAMIC HEIGHT  -        429.48  (meters)     1409.1   (feet) COMP
 RL0482  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 RL0482
 RL0482  VERT ORDER      -  * POSTED, SEE BELOW
 RL0482
 RL0482.The horizontal coordinates were scaled from a map and have
 RL0482.an estimated accuracy of +/- 6 seconds.
 RL0482
 RL0482.The orthometric height was determined by differential leveling
 RL0482.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RL0482
 RL0482.* This is a POSTED BENCH MARK height.
 RL0482
 RL0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0482.GEOID18 height accuracy estimate available here.
 RL0482
 RL0482.Click photographs - Photos may exist for this station.
 RL0482
 RL0482.The dynamic height is computed by dividing the NAVD 88
 RL0482.geopotential number by the normal gravity value computed on the
 RL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0482.degrees latitude (g = 980.6199 gals.).
 RL0482
 RL0482.The modeled gravity was interpolated from observed gravity values.
 RL0482
 RL0482;                    North         East    Units  Estimated Accuracy
 RL0482;SPC MI N     -   193,670.    7,871,630.      MT  (+/- 180 meters Scaled)
 RL0482
 RL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS716524(NAD 83)
 RL0482
 RL0482                          SUPERSEDED SURVEY CONTROL
 RL0482
 RL0482  NGVD 29 (??/??/92)  429.454  (m)         1408.97   (f) ADJ UNCH    1 2
 RL0482
 RL0482.Superseded values are not recommended for survey control.
 RL0482
 RL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0482.See file dsdata.pdf to determine how the superseded data were derived.
 RL0482
 RL0482_MARKER: DD = SURVEY DISK
 RL0482_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0482_STAMPING: 25 D 1 1934
 RL0482_MARK LOGO: CGS+SS
 RL0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0482
 RL0482  HISTORY     - Date     Condition        Report By
 RL0482  HISTORY     - 1934     MONUMENTED       MIGS
 RL0482  HISTORY     - 1940     GOOD             CGS
 RL0482  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0482
 RL0482                          STATION DESCRIPTION
 RL0482
 RL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0482'2 MI E FROM SIDNAW.
 RL0482'IN BARAGA COUNTY, 2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND
 RL0482'ATLANTIC RAILWAY FROM SIDNAW, HOUGHTON COUNTY, 10 POLES WEST
 RL0482'OF MILEPOST 222, 76.2 FEET NORTH OF A POLE, 40.9 FEET NORTH
 RL0482'OF THE CENTERLINE OF THE TRACK, 11.5 FEET SOUTH OF POLE 2927 E
 RL0482'46, AND 0.5 FOOT EAST OF A WHITE REFERENCE POST STENCILED
 RL0482'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 D 1 1934 AND
 RL0482'SET IN THE TOP OF A CONCRETE POST.
 RL0482
 RL0482                          STATION RECOVERY (1985)
 RL0482
 RL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0484 ***********************************************************************
 RL0484  DESIGNATION -  25 E 1
 RL0484  PID         -  RL0484
 RL0484  STATE/COUNTY-  MI/HOUGHTON
 RL0484  COUNTRY     -  US
 RL0484  USGS QUAD   -  SIDNAW (2017)
 RL0484
 RL0484                         *CURRENT SURVEY CONTROL
 RL0484  ______________________________________________________________________
 RL0484* NAD 83(1986) POSITION- 46 30 18.     (N) 088 42 19.     (W)   SCALED
 RL0484* NAVD 88 ORTHO HEIGHT -   418.644 (meters)     1373.50  (feet) ADJUSTED
 RL0484  ______________________________________________________________________
 RL0484  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 RL0484  DYNAMIC HEIGHT  -        418.655 (meters)     1373.54  (feet) COMP
 RL0484  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 RL0484
 RL0484  VERT ORDER      -  FIRST     CLASS II
 RL0484
 RL0484.The horizontal coordinates were scaled from a map and have
 RL0484.an estimated accuracy of +/- 6 seconds.
 RL0484
 RL0484.The orthometric height was determined by differential leveling and
 RL0484.adjusted by the NATIONAL GEODETIC SURVEY
 RL0484.in June 1991.
 RL0484
 RL0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0484.GEOID18 height accuracy estimate available here.
 RL0484
 RL0484.Click photographs - Photos may exist for this station.
 RL0484
 RL0484.The dynamic height is computed by dividing the NAVD 88
 RL0484.geopotential number by the normal gravity value computed on the
 RL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0484.degrees latitude (g = 980.6199 gals.).
 RL0484
 RL0484.The modeled gravity was interpolated from observed gravity values.
 RL0484
 RL0484;                    North         East    Units  Estimated Accuracy
 RL0484;SPC MI N     -   192,760.    7,869,130.      MT  (+/- 180 meters Scaled)
 RL0484
 RL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS691515(NAD 83)
 RL0484
 RL0484                          SUPERSEDED SURVEY CONTROL
 RL0484
 RL0484  NGVD 29 (??/??/92)  418.639  (m)         1373.48   (f) ADJ UNCH    1 2
 RL0484
 RL0484.Superseded values are not recommended for survey control.
 RL0484
 RL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0484.See file dsdata.pdf to determine how the superseded data were derived.
 RL0484
 RL0484_MARKER: DD = SURVEY DISK
 RL0484_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0484_STAMPING: 25 E 1
 RL0484_MARK LOGO: CGS+SS
 RL0484_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0484
 RL0484  HISTORY     - Date     Condition        Report By
 RL0484  HISTORY     - 1934     MONUMENTED       MIGS
 RL0484  HISTORY     - 1948     GOOD             CGS
 RL0484  HISTORY     - 1985     GOOD             NGS
 RL0484  HISTORY     - 1989     GOOD             USPSQD
 RL0484
 RL0484                          STATION DESCRIPTION
 RL0484
 RL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0484'AT SIDNAW.
 RL0484'AT SIDNAW, 171 FEET WEST-NORTHWEST AND ACROSS THE TRACKS FROM
 RL0484'A ROAD FROM THE NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE
 RL0484'AND ATLANTIC RAILWAY STATION, 41.4 FEET WEST OF THE WEST EDGE
 RL0484'OF A CONCRETE WALK, 84 FEET NORTHEAST OF THE CENTER OF THE
 RL0484'CROSSING OF THE D.S.S. AND AT. RY. AND THE CHICAGO, MILWAUKEE,
 RL0484'ST. PAUL AND PACIFIC RAILWAY, 69 FEET SOUTH OF THE CENTER
 RL0484'LINE OF STATE HIGHWAY 28, 26 FEET NORTH OF THE NORTH RAIL OF THE
 RL0484'NEAR SWITCH TRACK, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 RL0484'POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 RL0484'POST PROJECTING 2 INCHES.  NOTE-- PART OF THE CONCRETE IS
 RL0484'CHIPPED OFF BUT THE MARK APPEARS TO BE SOLID.
 RL0484
 RL0484                          STATION RECOVERY (1985)
 RL0484
 RL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0484'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.4 KM
 RL0484'(8.95 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0484'HIGHWAY 141 IN COVINGTON, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED
 RL0484'ROAD, 0.3 KM (0.2 MI) SOUTHWEAST OF THE SIDNAW POST OFFICE, 23.9 M
 RL0484'(78.4 FT) WEST OF THE CENTERLINE OF THE ROAD, 21.1 M (69.2 FT) SOUTH
 RL0484'OF THE CENTER OF A STREET LEADING WEST, AND 8.0 M (26.2 FT) NORTH OF
 RL0484'THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL0484'THE MARK IS 1.0 M BELOW THE TRACKS.
 RL0484
 RL0484                          STATION RECOVERY (1989)
 RL0484
 RL0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0228 ***********************************************************************
 RK0228  DESIGNATION -  25 F
 RK0228  PID         -  RK0228
 RK0228  STATE/COUNTY-  MI/MARQUETTE
 RK0228  COUNTRY     -  US
 RK0228  USGS QUAD   -  GREENWOOD (2017)
 RK0228
 RK0228                         *CURRENT SURVEY CONTROL
 RK0228  ______________________________________________________________________
 RK0228* NAD 83(1986) POSITION- 46 28 26.     (N) 087 47 09.     (W)   SCALED
 RK0228* NAVD 88 ORTHO HEIGHT -   463.514 (meters)     1520.71  (feet) ADJUSTED
 RK0228  ______________________________________________________________________
 RK0228  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 RK0228  DYNAMIC HEIGHT  -        463.540 (meters)     1520.80  (feet) COMP
 RK0228  MODELED GRAVITY -    980,657.0   (mgal)                       NAVD 88
 RK0228
 RK0228  VERT ORDER      -  SECOND    CLASS 0
 RK0228
 RK0228.The horizontal coordinates were scaled from a map and have
 RK0228.an estimated accuracy of +/- 6 seconds.
 RK0228
 RK0228.The orthometric height was determined by differential leveling and
 RK0228.adjusted by the NATIONAL GEODETIC SURVEY
 RK0228.in June 1991.
 RK0228
 RK0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0228.GEOID18 height accuracy estimate available here.
 RK0228
 RK0228.Click photographs - Photos may exist for this station.
 RK0228
 RK0228.The dynamic height is computed by dividing the NAVD 88
 RK0228.geopotential number by the normal gravity value computed on the
 RK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0228.degrees latitude (g = 980.6199 gals.).
 RK0228
 RK0228.The modeled gravity was interpolated from observed gravity values.
 RK0228
 RK0228;                    North         East    Units  Estimated Accuracy
 RK0228;SPC MI N     -   188,200.    7,939,660.      MT  (+/- 180 meters Scaled)
 RK0228
 RK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS396470(NAD 83)
 RK0228
 RK0228                          SUPERSEDED SURVEY CONTROL
 RK0228
 RK0228  NGVD 29 (??/??/92)  463.473  (m)         1520.58   (f) ADJ UNCH    2 0
 RK0228
 RK0228.Superseded values are not recommended for survey control.
 RK0228
 RK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0228.See file dsdata.pdf to determine how the superseded data were derived.
 RK0228
 RK0228_MARKER: DD = SURVEY DISK
 RK0228_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0228_STAMPING: 25-F
 RK0228_MARK LOGO: CGS+SS
 RK0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0228
 RK0228  HISTORY     - Date     Condition        Report By
 RK0228  HISTORY     - 1934     MONUMENTED       MIGS
 RK0228  HISTORY     - 1948     GOOD             CGS
 RK0228  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0228
 RK0228                          STATION DESCRIPTION
 RK0228
 RK0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0228'IN GREENWOOD.
 RK0228'ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, AT GREENWOOD,
 RK0228'IN THE NORTHWEST QUARTER OF THE INTERSECTION OF A NORTH-SOUTH
 RK0228'GRAVEL ROAD, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 40
 RK0228'FEET NORTH OF THE NORTH RAIL, 31 FEET NORTHWEST OF THE CROSSING
 RK0228'WARNING SIGN, 8 FEET NORTHEAST OF THE FIRST POLE WEST OF THE
 RK0228'CROSSING, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RK0228'2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 RK0228'POST PROJECTING 6 INCHES.
 RK0228
 RK0228                          STATION RECOVERY (1985)
 RK0228
 RK0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0486 ***********************************************************************
 RL0486  DESIGNATION -  25 F 1 RESET
 RL0486  PID         -  RL0486
 RL0486  STATE/COUNTY-  MI/HOUGHTON
 RL0486  COUNTRY     -  US
 RL0486  USGS QUAD   -  SIDNAW (2017)
 RL0486
 RL0486                         *CURRENT SURVEY CONTROL
 RL0486  ______________________________________________________________________
 RL0486* NAD 83(1986) POSITION- 46 30 23.     (N) 088 42 27.     (W)   SCALED
 RL0486* NAVD 88 ORTHO HEIGHT -   419.572 (meters)     1376.55  (feet) ADJUSTED
 RL0486  ______________________________________________________________________
 RL0486  GEOID HEIGHT    -        -32.614 (meters)                     GEOID18
 RL0486  DYNAMIC HEIGHT  -        419.583 (meters)     1376.58  (feet) COMP
 RL0486  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 RL0486
 RL0486  VERT ORDER      -  FIRST     CLASS II
 RL0486
 RL0486.The horizontal coordinates were scaled from a map and have
 RL0486.an estimated accuracy of +/- 6 seconds.
 RL0486
 RL0486.The orthometric height was determined by differential leveling and
 RL0486.adjusted by the NATIONAL GEODETIC SURVEY
 RL0486.in June 1991.
 RL0486
 RL0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0486.GEOID18 height accuracy estimate available here.
 RL0486
 RL0486.Click photographs - Photos may exist for this station.
 RL0486
 RL0486.The dynamic height is computed by dividing the NAVD 88
 RL0486.geopotential number by the normal gravity value computed on the
 RL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0486.degrees latitude (g = 980.6199 gals.).
 RL0486
 RL0486.The modeled gravity was interpolated from observed gravity values.
 RL0486
 RL0486;                    North         East    Units  Estimated Accuracy
 RL0486;SPC MI N     -   192,920.    7,868,970.      MT  (+/- 180 meters Scaled)
 RL0486
 RL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS689517(NAD 83)
 RL0486
 RL0486                          SUPERSEDED SURVEY CONTROL
 RL0486
 RL0486  NGVD 29 (??/??/92)  419.565  (m)         1376.52   (f) ADJ UNCH    1 2
 RL0486
 RL0486.Superseded values are not recommended for survey control.
 RL0486
 RL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0486.See file dsdata.pdf to determine how the superseded data were derived.
 RL0486
 RL0486_MARKER: DD = SURVEY DISK
 RL0486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL0486_SP_SET: BUILDING
 RL0486_STAMPING: 25 F 1 RESET 1948
 RL0486_MARK LOGO: CGS+SS
 RL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0486+STABILITY: SURFACE MOTION
 RL0486
 RL0486  HISTORY     - Date     Condition        Report By
 RL0486  HISTORY     - 1948     MONUMENTED       CGS
 RL0486  HISTORY     - 1948     GOOD             CGS
 RL0486  HISTORY     - 1985     GOOD             NGS
 RL0486
 RL0486                          STATION DESCRIPTION
 RL0486
 RL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0486'AT SIDNAW.
 RL0486'AT SIDNAW, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK STORE
 RL0486'BUILDING (SHINGLERS STORE) HOUSING POST OFFICE, 0.7 FOOT WEST
 RL0486'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 4.6 FEET ABOVE THE
 RL0486'SIDE WALK.
 RL0486
 RL0486                          STATION RECOVERY (1985)
 RL0486
 RL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0231 ***********************************************************************
 RK0231  DESIGNATION -  25 G
 RK0231  PID         -  RK0231
 RK0231  STATE/COUNTY-  MI/MARQUETTE
 RK0231  COUNTRY     -  US
 RK0231  USGS QUAD   -  GREENWOOD (2017)
 RK0231
 RK0231                         *CURRENT SURVEY CONTROL
 RK0231  ______________________________________________________________________
 RK0231* NAD 83(1986) POSITION- 46 28 53.98   (N) 087 50 10.76   (W)   HD_HELD1
 RK0231* NAVD 88 ORTHO HEIGHT -   468.949 (meters)     1538.54  (feet) ADJUSTED
 RK0231  ______________________________________________________________________
 RK0231  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 RK0231  DYNAMIC HEIGHT  -        468.974 (meters)     1538.63  (feet) COMP
 RK0231  MODELED GRAVITY -    980,651.1   (mgal)                       NAVD 88
 RK0231
 RK0231  VERT ORDER      -  SECOND    CLASS 0
 RK0231
 RK0231.The horizontal coordinates were determined by differentially corrected
 RK0231.hand held GPS observations or other comparable positioning techniques
 RK0231.and have an estimated accuracy of +/- 3 meters.
 RK0231
 RK0231.The orthometric height was determined by differential leveling and
 RK0231.adjusted by the NATIONAL GEODETIC SURVEY
 RK0231.in June 1991.
 RK0231
 RK0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0231.GEOID18 height accuracy estimate available here.
 RK0231
 RK0231.Click photographs - Photos may exist for this station.
 RK0231
 RK0231.The dynamic height is computed by dividing the NAVD 88
 RK0231.geopotential number by the normal gravity value computed on the
 RK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0231.degrees latitude (g = 980.6199 gals.).
 RK0231
 RK0231.The modeled gravity was interpolated from observed gravity values.
 RK0231
 RK0231;                    North         East    Units  Estimated Accuracy
 RK0231;SPC MI N     -   189,098.5   7,935,787.2     MT  (+/- 3 meters HH1 GPS) 
 RK0231
 RK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3580547905(NAD 83)
 RK0231
 RK0231                          SUPERSEDED SURVEY CONTROL
 RK0231
 RK0231  NGVD 29 (??/??/92)  468.903  (m)         1538.39   (f) ADJ UNCH    2 0
 RK0231
 RK0231.Superseded values are not recommended for survey control.
 RK0231
 RK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0231.See file dsdata.pdf to determine how the superseded data were derived.
 RK0231
 RK0231_MARKER: DD = SURVEY DISK
 RK0231_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0231_STAMPING: 25-G
 RK0231_MARK LOGO: CGS+SS
 RK0231_PROJECTION: PROJECTING 15 CENTIMETERS
 RK0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0231+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 RK0231
 RK0231  HISTORY     - Date     Condition        Report By
 RK0231  HISTORY     - 1934     MONUMENTED       MIGS
 RK0231  HISTORY     - 1948     GOOD             CGS
 RK0231  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0231  HISTORY     - 20071015 GOOD             GEOCAC
 RK0231  HISTORY     - 20210601 GOOD             MIDT
 RK0231
 RK0231                          STATION DESCRIPTION
 RK0231
 RK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0231'2.5 MI W FROM GREENWOOD.
 RK0231'ABOUT 2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0231'RAILWAY FROM THE CROSSING AT GREENWOOD, 33 RAILS SOUTHEAST OF
 RK0231'MILEPOST 179, 29 RAILS SOUTHEAST OF BLUEBERRY MINE JUNCTION,
 RK0231'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET EAST OF A
 RK0231'16-INCH POPLAR TREE, 27 FEET NORTHEAST OF A 20-INCH POPLAR TREE,
 RK0231'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 RK0231'PROJECTING 6 INCHES.
 RK0231
 RK0231                          STATION RECOVERY (1985)
 RK0231
 RK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0231'MARK NOT FOUND.
 RK0231
 RK0231                          STATION RECOVERY (2007)
 RK0231
 RK0231'RECOVERY NOTE BY GEOCACHING 2007
 RK0231'ALL RAILROAD REFERENCES HAVE BEEN REMOVED.  TO REACH FROM THE JUNCTION
 RK0231'OF US-41 AND M-95 IN HUMBOLDT, 3.0 MILES EAST ON US-41, THEN .05 MILES
 RK0231'SOUTH ON COUNTY ROAD CP, THEN 1.25 MILES SOUTHEAST ON THE OLD DULUTH,
 RK0231'SOUTH SHORE AND ATLANTIC RAILROAD GRADE TO A WOODED AREA AND THE MARK
 RK0231'ON THE RIGHT.  MARK IS A SURVEY DISK SET IN THE TOP OF A SQUARE
 RK0231'CONCRETE POST PROJECTING 6 INCHES.
 RK0231
 RK0231                          STATION RECOVERY (2021)
 RK0231
 RK0231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RK0231'RECOVERED AS DESCRIBED.  THE MARK IS 48 FT (14.6 M) WEST FROM THE
 RK0231'CENTERLINE OF THE RAILROAD GRADE (I.E. TRAIL 8) AND ABOUT 200 FT (61.0
 RK0231'M) SOUTH OF WHERE A WOODED AREA BEGINS WHEN APPROACHING FROM THE
 RK0231'NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0487 ***********************************************************************
 RL0487  DESIGNATION -  25 G 1
 RL0487  PID         -  RL0487
 RL0487  STATE/COUNTY-  MI/HOUGHTON
 RL0487  COUNTRY     -  US
 RL0487  USGS QUAD   -  SIDNAW (2017)
 RL0487
 RL0487                         *CURRENT SURVEY CONTROL
 RL0487  ______________________________________________________________________
 RL0487* NAD 83(1986) POSITION- 46 30 25.     (N) 088 42 59.     (W)   SCALED
 RL0487* NAVD 88 ORTHO HEIGHT -   415.228 (meters)     1362.29  (feet) ADJUSTED
 RL0487  ______________________________________________________________________
 RL0487  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 RL0487  DYNAMIC HEIGHT  -        415.239 (meters)     1362.33  (feet) COMP
 RL0487  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 RL0487
 RL0487  VERT ORDER      -  FIRST     CLASS II
 RL0487
 RL0487.The horizontal coordinates were scaled from a map and have
 RL0487.an estimated accuracy of +/- 6 seconds.
 RL0487
 RL0487.The orthometric height was determined by differential leveling and
 RL0487.adjusted by the NATIONAL GEODETIC SURVEY
 RL0487.in June 1991.
 RL0487
 RL0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0487.GEOID18 height accuracy estimate available here.
 RL0487
 RL0487.Click photographs - Photos may exist for this station.
 RL0487
 RL0487.The dynamic height is computed by dividing the NAVD 88
 RL0487.geopotential number by the normal gravity value computed on the
 RL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0487.degrees latitude (g = 980.6199 gals.).
 RL0487
 RL0487.The modeled gravity was interpolated from observed gravity values.
 RL0487
 RL0487;                    North         East    Units  Estimated Accuracy
 RL0487;SPC MI N     -   193,000.    7,868,280.      MT  (+/- 180 meters Scaled)
 RL0487
 RL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS683518(NAD 83)
 RL0487
 RL0487                          SUPERSEDED SURVEY CONTROL
 RL0487
 RL0487  NGVD 29 (??/??/92)  415.238  (m)         1362.33   (f) ADJ UNCH    1 2
 RL0487
 RL0487.Superseded values are not recommended for survey control.
 RL0487
 RL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0487.See file dsdata.pdf to determine how the superseded data were derived.
 RL0487
 RL0487_MARKER: DD = SURVEY DISK
 RL0487_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0487_STAMPING: 25 G 1 1934
 RL0487_MARK LOGO: CGS+SS
 RL0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0487
 RL0487  HISTORY     - Date     Condition        Report By
 RL0487  HISTORY     - 1934     MONUMENTED       MIGS
 RL0487  HISTORY     - 1954     GOOD             CGS
 RL0487  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0487  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0487
 RL0487                          STATION DESCRIPTION
 RL0487
 RL0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 RL0487'IN SIDNAW.
 RL0487'AT SIDNAW, HOUGHTON COUNTY, AT THE CROSSING OF THE CHICAGO,
 RL0487'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATE HIGHWAY 28,
 RL0487'53 FEET NORTH OF, AND 42 FEET WEST OF A MAIN TRACK ROAD
 RL0487'CROSSING, 1 FOOT NORTHEAST OF A WHITE REFERENCE POST STENCILED
 RL0487'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 G 1 1934 AND
 RL0487'SET IN THE TOP OF A CONCRETE POST.
 RL0487
 RL0487                          STATION RECOVERY (1982)
 RL0487
 RL0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0487'MARK NOT FOUND.
 RL0487
 RL0487                          STATION RECOVERY (1985)
 RL0487
 RL0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0677 ***********************************************************************
 RK0677  DESIGNATION -  25 H RESET
 RK0677  PID         -  RK0677
 RK0677  STATE/COUNTY-  MI/MARQUETTE
 RK0677  COUNTRY     -  US
 RK0677  USGS QUAD   -  GREENWOOD (2017)
 RK0677
 RK0677                         *CURRENT SURVEY CONTROL
 RK0677  ______________________________________________________________________
 RK0677* NAD 83(1986) POSITION- 46 29 35.7    (N) 087 52 05.0    (W)   HD_HELD2
 RK0677* NAVD 88 ORTHO HEIGHT -   466.44  (meters)     1530.3   (feet) RESET
 RK0677  ______________________________________________________________________
 RK0677  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 RK0677  VERT ORDER      -  THIRD
 RK0677
 RK0677.The horizontal coordinates were established by autonomous hand held GPS
 RK0677.observations and have an estimated accuracy of +/- 10 meters.
 RK0677
 RK0677.The orthometric height was computed from unverified reset data.
 RK0677
 RK0677.No vertical observational check was made to the station.
 RK0677
 RK0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0677.GEOID18 height accuracy estimate available here.
 RK0677
 RK0677.Click photographs - Photos may exist for this station.
 RK0677
 RK0677;                    North         East    Units  Estimated Accuracy
 RK0677;SPC MI N     -   190,413.    7,933,365.      MT  (+/- 10 meters HH2 GPS)
 RK0677
 RK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3338449219(NAD 83)
 RK0677
 RK0677                          SUPERSEDED SURVEY CONTROL
 RK0677
 RK0677  NGVD 29 (02/05/16)  466.40   (m)         1530.2    (f) RESET       3  
 RK0677
 RK0677.Superseded values are not recommended for survey control.
 RK0677
 RK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0677.See file dsdata.pdf to determine how the superseded data were derived.
 RK0677
 RK0677_MARKER: DV = VERTICAL CONTROL DISK
 RK0677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0677_SP_SET: BRIDGE ABUTMENT
 RK0677_STAMPING: 25 H RESET 1990
 RK0677_MARK LOGO: NGS
 RK0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0677+STABILITY: SURFACE MOTION
 RK0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0677+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 RK0677
 RK0677  HISTORY     - Date     Condition        Report By
 RK0677  HISTORY     - 1990     MONUMENTED       MIDT
 RK0677  HISTORY     - 20041028 GOOD             MIDT
 RK0677  HISTORY     - 20060705 GOOD             GEOCAC
 RK0677
 RK0677                          STATION DESCRIPTION
 RK0677
 RK0677'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 RK0677'ABOUT 1 MILE EAST ALONG U.S. 41 FROM THE JUNCTION OF STATE HIGHWAY
 RK0677'M-95 AT HUMBOLT, AT THE BRIDGE OVER THE MIDDLE BRANCH OF THE EXCANABA
 RK0677'RIVER, AND IN TO OF THE LOWEST STEP OF THE BUTRESS AT THE SOUTHWEST
 RK0677'ABUTMENT, 13.5 FEET SOUTH OF THE SOUTH CONCRETE RAILING OF THE
 RK0677'BRIDGE.
 RK0677
 RK0677                          STATION RECOVERY (2004)
 RK0677
 RK0677'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RK0677'RECOVERED IN GOOD CONDITION.
 RK0677
 RK0677                          STATION RECOVERY (2006)
 RK0677
 RK0677'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0349 ***********************************************************************
 RK0349  DESIGNATION -  25 J
 RK0349  PID         -  RK0349
 RK0349  STATE/COUNTY-  MI/MARQUETTE
 RK0349  COUNTRY     -  US
 RK0349  USGS QUAD   -  CHAMPION (2017)
 RK0349
 RK0349                         *CURRENT SURVEY CONTROL
 RK0349  ______________________________________________________________________
 RK0349* NAD 83(1986) POSITION- 46 30 36.96   (N) 087 57 15.60   (W)   HD_HELD1
 RK0349* NAVD 88 ORTHO HEIGHT -   490.963 (meters)     1610.77  (feet) ADJUSTED
 RK0349  ______________________________________________________________________
 RK0349  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 RK0349  DYNAMIC HEIGHT  -        490.985 (meters)     1610.84  (feet) COMP
 RK0349  MODELED GRAVITY -    980,642.6   (mgal)                       NAVD 88
 RK0349
 RK0349  VERT ORDER      -  SECOND    CLASS 0
 RK0349
 RK0349.The horizontal coordinates were determined by differentially corrected
 RK0349.hand held GPS observations or other comparable positioning techniques
 RK0349.and have an estimated accuracy of +/- 3 meters.
 RK0349
 RK0349.The orthometric height was determined by differential leveling and
 RK0349.adjusted by the NATIONAL GEODETIC SURVEY
 RK0349.in June 1991.
 RK0349
 RK0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0349.GEOID18 height accuracy estimate available here.
 RK0349
 RK0349.Click photographs - Photos may exist for this station.
 RK0349
 RK0349.The dynamic height is computed by dividing the NAVD 88
 RK0349.geopotential number by the normal gravity value computed on the
 RK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0349.degrees latitude (g = 980.6199 gals.).
 RK0349
 RK0349.The modeled gravity was interpolated from observed gravity values.
 RK0349
 RK0349;                    North         East    Units  Estimated Accuracy
 RK0349;SPC MI N     -   192,380.2   7,926,765.0     MT  (+/- 3 meters HH1 GPS) 
 RK0349
 RK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2678651186(NAD 83)
 RK0349
 RK0349                          SUPERSEDED SURVEY CONTROL
 RK0349
 RK0349  NGVD 29 (??/??/92)  490.893  (m)         1610.54   (f) ADJ UNCH    2 0
 RK0349
 RK0349.Superseded values are not recommended for survey control.
 RK0349
 RK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0349.See file dsdata.pdf to determine how the superseded data were derived.
 RK0349
 RK0349_MARKER: DD = SURVEY DISK
 RK0349_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0349_STAMPING: 25-J
 RK0349_MARK LOGO: CGS+SS
 RK0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0349+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 RK0349
 RK0349  HISTORY     - Date     Condition        Report By
 RK0349  HISTORY     - 1934     MONUMENTED       MIGS
 RK0349  HISTORY     - 1934     GOOD             MIGS
 RK0349  HISTORY     - 1982     GOOD             MIDH
 RK0349  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0349  HISTORY     - 19961016 MARK NOT FOUND   MIDT
 RK0349
 RK0349                          STATION DESCRIPTION
 RK0349
 RK0349'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RK0349'0.2 MI SE FROM CHAMPION.
 RK0349'1/4 MILE SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0349'RAILWAY FROM THE STATION AT CHAMPION, MARQUETTE COUNTY, AT
 RK0349'THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 RK0349'39 FEET NORTHEAST OF THE C.M.ST.P. AND P.R.R. TRACK, AND 26.2 FEET
 RK0349'SOUTH OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACK.
 RK0349'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RK0349'POST.
 RK0349
 RK0349                          STATION RECOVERY (1982)
 RK0349
 RK0349'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0349'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD TRACK HAS BEEN REMOVED
 RK0349'AND THE GRADE IS NOW A WELL USED BUSH ROAD. PLACED METAL WITNESS POST
 RK0349'1 FOOT EAST OF MARK.
 RK0349
 RK0349                          STATION RECOVERY (1985)
 RK0349
 RK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0349'MARK NOT FOUND.
 RK0349
 RK0349                          STATION RECOVERY (1996)
 RK0349
 RK0349'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 RK0349'SEARCHED FOR AND NOT RECOVERED.  AREA APPEARS TO HAVE BEEN DITCHED FOR
 RK0349'WATER DRAINAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0350 ***********************************************************************
 RK0350  DESIGNATION -  25 K
 RK0350  PID         -  RK0350
 RK0350  STATE/COUNTY-  MI/MARQUETTE
 RK0350  COUNTRY     -  US
 RK0350  USGS QUAD   -  CHAMPION (2017)
 RK0350
 RK0350                         *CURRENT SURVEY CONTROL
 RK0350  ______________________________________________________________________
 RK0350* NAD 83(1986) POSITION- 46 30 59.     (N) 087 58 26.     (W)   SCALED
 RK0350* NAVD 88 ORTHO HEIGHT -   487.183 (meters)     1598.37  (feet) ADJUSTED
 RK0350  ______________________________________________________________________
 RK0350  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 RK0350  DYNAMIC HEIGHT  -        487.201 (meters)     1598.43  (feet) COMP
 RK0350  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 RK0350
 RK0350  VERT ORDER      -  SECOND    CLASS 0
 RK0350
 RK0350.The horizontal coordinates were scaled from a map and have
 RK0350.an estimated accuracy of +/- 6 seconds.
 RK0350
 RK0350.The orthometric height was determined by differential leveling and
 RK0350.adjusted by the NATIONAL GEODETIC SURVEY
 RK0350.in June 1991.
 RK0350
 RK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0350.GEOID18 height accuracy estimate available here.
 RK0350
 RK0350.Click photographs - Photos may exist for this station.
 RK0350
 RK0350.The dynamic height is computed by dividing the NAVD 88
 RK0350.geopotential number by the normal gravity value computed on the
 RK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0350.degrees latitude (g = 980.6199 gals.).
 RK0350
 RK0350.The modeled gravity was interpolated from observed gravity values.
 RK0350
 RK0350;                    North         East    Units  Estimated Accuracy
 RK0350;SPC MI N     -   193,080.    7,925,270.      MT  (+/- 180 meters Scaled)
 RK0350
 RK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS252518(NAD 83)
 RK0350
 RK0350                          SUPERSEDED SURVEY CONTROL
 RK0350
 RK0350  NGVD 29 (??/??/92)  487.117  (m)         1598.15   (f) ADJ UNCH    2 0
 RK0350
 RK0350.Superseded values are not recommended for survey control.
 RK0350
 RK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0350.See file dsdata.pdf to determine how the superseded data were derived.
 RK0350
 RK0350_MARKER: DD = SURVEY DISK
 RK0350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0350_STAMPING: 25-K
 RK0350_MARK LOGO: CGS+SS
 RK0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0350
 RK0350  HISTORY     - Date     Condition        Report By
 RK0350  HISTORY     - 1934     MONUMENTED       MIGS
 RK0350  HISTORY     - 1948     GOOD             CGS
 RK0350  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0350  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0350
 RK0350                          STATION DESCRIPTION
 RK0350
 RK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0350'AT CHAMPION.
 RK0350'AT CHAMPION, MARQUETTE COUNTY, 88 FEET WEST OF THE SOUTHWEST
 RK0350'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 RK0350'STATION, IN THE SOUTHEAST QUARDRANT OF THE CROSSING OF COUNTY
 RK0350'ROAD AF, 90 FEET FROM THE SOUTHWEST CORNER OF A RESTAURANT
 RK0350'BUILDING SOUTH OF THE STATION, AND 5.5 FEET SOUTH OF A STEEL
 RK0350'CROSSING SIGN.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 RK0350'OF A CONCRETE POST.
 RK0350
 RK0350                          STATION RECOVERY (1982)
 RK0350
 RK0350'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0350'MARK NOT FOUND.
 RK0350
 RK0350                          STATION RECOVERY (1985)
 RK0350
 RK0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0351 ***********************************************************************
 RK0351  DESIGNATION -  25 L
 RK0351  PID         -  RK0351
 RK0351  STATE/COUNTY-  MI/MARQUETTE
 RK0351  COUNTRY     -  US
 RK0351  USGS QUAD   -  CHAMPION (2017)
 RK0351
 RK0351                         *CURRENT SURVEY CONTROL
 RK0351  ______________________________________________________________________
 RK0351* NAD 83(1986) POSITION- 46 30 58.91   (N) 087 58 26.86   (W)   HD_HELD1
 RK0351* NAVD 88 ORTHO HEIGHT -   483.544 (meters)     1586.43  (feet) ADJUSTED
 RK0351  ______________________________________________________________________
 RK0351  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 RK0351  DYNAMIC HEIGHT  -        483.562 (meters)     1586.49  (feet) COMP
 RK0351  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 RK0351
 RK0351  VERT ORDER      -  FIRST     CLASS II
 RK0351
 RK0351.The horizontal coordinates were determined by differentially corrected
 RK0351.hand held GPS observations or other comparable positioning techniques
 RK0351.and have an estimated accuracy of +/- 3 meters.
 RK0351
 RK0351.The orthometric height was determined by differential leveling and
 RK0351.adjusted by the NATIONAL GEODETIC SURVEY
 RK0351.in June 1991.
 RK0351
 RK0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0351.GEOID18 height accuracy estimate available here.
 RK0351
 RK0351.Click photographs - Photos may exist for this station.
 RK0351
 RK0351.The dynamic height is computed by dividing the NAVD 88
 RK0351.geopotential number by the normal gravity value computed on the
 RK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0351.degrees latitude (g = 980.6199 gals.).
 RK0351
 RK0351.The modeled gravity was interpolated from observed gravity values.
 RK0351
 RK0351;                    North         East    Units  Estimated Accuracy
 RK0351;SPC MI N     -   193,076.3   7,925,254.4     MT  (+/- 3 meters HH1 GPS) 
 RK0351
 RK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2527551882(NAD 83)
 RK0351
 RK0351                          SUPERSEDED SURVEY CONTROL
 RK0351
 RK0351  NGVD 29 (??/??/92)  483.475  (m)         1586.20   (f) ADJ UNCH    1 2
 RK0351
 RK0351.Superseded values are not recommended for survey control.
 RK0351
 RK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0351.See file dsdata.pdf to determine how the superseded data were derived.
 RK0351
 RK0351_MARKER: DD = SURVEY DISK
 RK0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0351_STAMPING: 25-L
 RK0351_MARK LOGO: CGS+SS
 RK0351_PROJECTION: PROJECTING 10 CENTIMETERS
 RK0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0351+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RK0351
 RK0351  HISTORY     - Date     Condition        Report By
 RK0351  HISTORY     - 1934     MONUMENTED       MIGS
 RK0351  HISTORY     - 1948     GOOD             CGS
 RK0351  HISTORY     - 1982     GOOD             MIDH
 RK0351  HISTORY     - 1985     GOOD             NGS
 RK0351  HISTORY     - 19961016 GOOD             MIDT
 RK0351  HISTORY     - 20050919 GOOD             MIDT
 RK0351  HISTORY     - 20090722 GOOD             GEOCAC
 RK0351
 RK0351                          STATION DESCRIPTION
 RK0351
 RK0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0351'0.5 MI W FROM CHAMPION.
 RK0351'ABOUT 0.5 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0351'FROM THE STATION AT CHAMPION, IN THE SOUTHWEST QUARTER OF THE
 RK0351'CROSSING OF U.S. HIGHWAY 41, 245 FEET WEST OF THE CENTER OF
 RK0351'THE CROSSING, 90 FEET WEST OF POWER POLE NO. 12192, 42 FEET
 RK0351'SOUTH OF THE SOUTH RAIL, 39 FEET SOUTHEAST OF A YARD LIMIT SIGN,
 RK0351'5 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTHWEST OF
 RK0351'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 RK0351'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 RK0351
 RK0351                          STATION RECOVERY (1982)
 RK0351
 RK0351'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0351'METAL WITNESS POST 1 FOOT SOUTH OF MARK.
 RK0351
 RK0351                          STATION RECOVERY (1985)
 RK0351
 RK0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0351'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 RK0351'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RK0351'74.7 M (245.1 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 RK0351'SOO LINE RAILROAD AND THE HIGHWAY, 33.9 M (111.2 FT) SOUTHWEST OF THE
 RK0351'CENTERLINE OF THE HIGHWAY, 27.5 M (90.2 FT) WEST OF UTILITY POLE
 RK0351'NUMBER 12192, AND 12.8 M (42.0 FT) SOUTHWEST OF THE NEAR RAIL.
 RK0351'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RK0351'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RK0351
 RK0351                          STATION RECOVERY (1996)
 RK0351
 RK0351'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 RK0351'RECOVERED AS DESCRIBED.
 RK0351
 RK0351                          STATION RECOVERY (2005)
 RK0351
 RK0351'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0351'RECOVERED IN GOOD CONDITION.
 RK0351
 RK0351                          STATION RECOVERY (2009)
 RK0351
 RK0351'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RK0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2524 ***********************************************************************
 AB2524  DESIGNATION -  25 M RESET
 AB2524  PID         -  AB2524
 AB2524  STATE/COUNTY-  MI/MARQUETTE
 AB2524  COUNTRY     -  US
 AB2524  USGS QUAD   -  MICHIGAMME (2017)
 AB2524
 AB2524                         *CURRENT SURVEY CONTROL
 AB2524  ______________________________________________________________________
 AB2524* NAD 83(1986) POSITION- 46 31 43.0    (N) 088 00 10.1    (W)   HD_HELD2
 AB2524* NAVD 88 ORTHO HEIGHT -   475.18  (meters)     1559.0   (feet) RESET
 AB2524  ______________________________________________________________________
 AB2524  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 AB2524  VERT ORDER      -  THIRD
 AB2524
 AB2524.The horizontal coordinates were established by autonomous hand held GPS
 AB2524.observations and have an estimated accuracy of +/- 10 meters.
 AB2524
 AB2524.The orthometric height was computed from unverified reset data.
 AB2524
 AB2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2524.GEOID18 height accuracy estimate available here.
 AB2524
 AB2524.Click photographs - Photos may exist for this station.
 AB2524
 AB2524;                    North         East    Units  Estimated Accuracy
 AB2524;SPC MI N     -   194,465.    7,923,071.      MT  (+/- 10 meters HH2 GPS)
 AB2524
 AB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2309353270(NAD 83)
 AB2524
 AB2524                          SUPERSEDED SURVEY CONTROL
 AB2524
 AB2524.No superseded survey control is available for this station.
 AB2524
 AB2524_MARKER: DV = VERTICAL CONTROL DISK
 AB2524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB2524_SP_SET: BRIDGE ABUTMENT
 AB2524_STAMPING: 25 M RESET 1995
 AB2524_MARK LOGO: NGS
 AB2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2524
 AB2524  HISTORY     - Date     Condition        Report By
 AB2524  HISTORY     - 1995     MONUMENTED       MIDT
 AB2524  HISTORY     - 20011011 GOOD             USPSQD
 AB2524  HISTORY     - 20050906 GOOD             USPSQD
 AB2524  HISTORY     - 20080616 GOOD             GEOCAC
 AB2524
 AB2524                          STATION DESCRIPTION
 AB2524
 AB2524'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 AB2524'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 AB2524'IN CHAMPION, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 AB2524'OF A NEW 1995 HIGHWAY BRIDGE OVER THE PESHEKEE RIVER, 11.6 M (38.1 FT)
 AB2524'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.24 M (0.79 FT) NORTH AND
 AB2524'0.27 M (0.89 FT) WEST OF THE SOUTHWEST CORNER OF THE EAST ABUTMENT.  A
 AB2524'NGS VERTICAL CONTROL DISC. STATION IS 1.6 M (5.2 FT) BELOW THE HEIGHT
 AB2524'OF THE HIGHWAY. DESCRIBED BY BRIAN R. TAVOLA, MIDT, TYPED BY RONALD L.
 AB2524'RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AB2524
 AB2524                          STATION RECOVERY (2001)
 AB2524
 AB2524'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AB2524'RECOVERED IN GOOD CONDITION.
 AB2524
 AB2524                          STATION RECOVERY (2005)
 AB2524
 AB2524'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 AB2524'RECOVERED IN GOOD CONDITION.
 AB2524
 AB2524                          STATION RECOVERY (2008)
 AB2524
 AB2524'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AB2524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0003 ***********************************************************************
 RL0003  DESIGNATION -  25 N
 RL0003  PID         -  RL0003
 RL0003  STATE/COUNTY-  MI/MARQUETTE
 RL0003  COUNTRY     -  US
 RL0003  USGS QUAD   -  MICHIGAMME (2017)
 RL0003
 RL0003                         *CURRENT SURVEY CONTROL
 RL0003  ______________________________________________________________________
 RL0003* NAD 83(1986) POSITION- 46 32 22.68   (N) 088 03 24.47   (W)   HD_HELD1
 RL0003* NAVD 88 ORTHO HEIGHT -   478.243 (meters)     1569.04  (feet) ADJUSTED
 RL0003  ______________________________________________________________________
 RL0003  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 RL0003  DYNAMIC HEIGHT  -        478.262 (meters)     1569.10  (feet) COMP
 RL0003  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 RL0003
 RL0003  VERT ORDER      -  FIRST     CLASS II
 RL0003
 RL0003.The horizontal coordinates were determined by differentially corrected
 RL0003.hand held GPS observations or other comparable positioning techniques
 RL0003.and have an estimated accuracy of +/- 3 meters.
 RL0003
 RL0003.The orthometric height was determined by differential leveling and
 RL0003.adjusted by the NATIONAL GEODETIC SURVEY
 RL0003.in June 1991.
 RL0003
 RL0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0003.GEOID18 height accuracy estimate available here.
 RL0003
 RL0003.Click photographs - Photos may exist for this station.
 RL0003
 RL0003.The dynamic height is computed by dividing the NAVD 88
 RL0003.geopotential number by the normal gravity value computed on the
 RL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0003.degrees latitude (g = 980.6199 gals.).
 RL0003
 RL0003.The modeled gravity was interpolated from observed gravity values.
 RL0003
 RL0003;                    North         East    Units  Estimated Accuracy
 RL0003;SPC MI N     -   195,743.8   7,918,945.9     MT  (+/- 3 meters HH1 GPS) 
 RL0003
 RL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1896954549(NAD 83)
 RL0003
 RL0003                          SUPERSEDED SURVEY CONTROL
 RL0003
 RL0003  NGVD 29 (??/??/92)  478.191  (m)         1568.87   (f) ADJ UNCH    1 2
 RL0003
 RL0003.Superseded values are not recommended for survey control.
 RL0003
 RL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0003.See file dsdata.pdf to determine how the superseded data were derived.
 RL0003
 RL0003_MARKER: DD = SURVEY DISK
 RL0003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0003_STAMPING: 25-N
 RL0003_MARK LOGO: CGS+SS
 RL0003_PROJECTION: FLUSH
 RL0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0003+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 RL0003
 RL0003  HISTORY     - Date     Condition        Report By
 RL0003  HISTORY     - 1934     MONUMENTED       MIGS
 RL0003  HISTORY     - 1985     GOOD             NGS
 RL0003  HISTORY     - 20050919 GOOD             MIDT
 RL0003  HISTORY     - 20070702 GOOD             GEOCAC
 RL0003  HISTORY     - 20210607 GOOD             MIDT
 RL0003
 RL0003                          STATION DESCRIPTION
 RL0003
 RL0003'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 RL0003'2.5 MI E FROM MICHIGAMME.
 RL0003'2.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0003'RAILWAY FROM MICHIGAMME, MARQUETTE COUNTY, AT A ROAD CROSSING,
 RL0003'50.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 21.9 FEET SOUTH
 RL0003'OF THE TRACK, 61.0 FEET SOUTHWEST OF A POLE, 27.7 FEET SOUTHWEST
 RL0003'OF A STEEL CROSSING SIGN, AND 25.7 FEET NORTH OF A FENCE CORNER.
 RL0003'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0003
 RL0003                          STATION RECOVERY (1985)
 RL0003
 RL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0003'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RL0003'FT) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RL0003'THENCE 0.3 KM (0.2 MI) SOUTH ALONG BROWN ROAD, 15.3 M (50.2 FT) EAST
 RL0003'OF THE CENTER OF THE ROAD, AND 6.7 M (22.0 FT) SOUTH OF THE NEAR RAIL
 RL0003'OF THE SOO LINE RAILROAD.
 RL0003'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0003'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RL0003
 RL0003                          STATION RECOVERY (2005)
 RL0003
 RL0003'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RL0003'STATIC AND RTK GPS OPERATIONS PERFORMED FROM THIS POINT WITH GOOD
 RL0003'RESULTS.
 RL0003
 RL0003                          STATION RECOVERY (2007)
 RL0003
 RL0003'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0003'RECOVERED IN GOOD CONDITION.
 RL0003
 RL0003                          STATION RECOVERY (2021)
 RL0003
 RL0003'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0003'RECOVERED AS DESCRIBED.  THE MARK IS DIRECTLY ACROSS THE ROAD FROM THE
 RL0003'DRIVEWAY OF 112 BROWN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0004 ***********************************************************************
 RL0004  DESIGNATION -  25 O
 RL0004  PID         -  RL0004
 RL0004  STATE/COUNTY-  MI/MARQUETTE
 RL0004  COUNTRY     -  US
 RL0004  USGS QUAD   -  MICHIGAMME (2017)
 RL0004
 RL0004                         *CURRENT SURVEY CONTROL
 RL0004  ______________________________________________________________________
 RL0004* NAD 83(1986) POSITION- 46 32 15.38   (N) 088 05 50.31   (W)   HD_HELD1
 RL0004* NAVD 88 ORTHO HEIGHT -   475.179 (meters)     1558.98  (feet) ADJUSTED
 RL0004  ______________________________________________________________________
 RL0004  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 RL0004  DYNAMIC HEIGHT  -        475.198 (meters)     1559.05  (feet) COMP
 RL0004  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 RL0004
 RL0004  VERT ORDER      -  FIRST     CLASS II
 RL0004
 RL0004.The horizontal coordinates were determined by differentially corrected
 RL0004.hand held GPS observations or other comparable positioning techniques
 RL0004.and have an estimated accuracy of +/- 3 meters.
 RL0004
 RL0004.The orthometric height was determined by differential leveling and
 RL0004.adjusted by the NATIONAL GEODETIC SURVEY
 RL0004.in June 1991.
 RL0004
 RL0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0004.GEOID18 height accuracy estimate available here.
 RL0004
 RL0004.Click photographs - Photos may exist for this station.
 RL0004
 RL0004.The dynamic height is computed by dividing the NAVD 88
 RL0004.geopotential number by the normal gravity value computed on the
 RL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0004.degrees latitude (g = 980.6199 gals.).
 RL0004
 RL0004.The modeled gravity was interpolated from observed gravity values.
 RL0004
 RL0004;                    North         East    Units  Estimated Accuracy
 RL0004;SPC MI N     -   195,560.6   7,915,835.9     MT  (+/- 3 meters HH1 GPS) 
 RL0004
 RL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1585954366(NAD 83)
 RL0004
 RL0004                          SUPERSEDED SURVEY CONTROL
 RL0004
 RL0004  NGVD 29 (??/??/92)  475.139  (m)         1558.85   (f) ADJ UNCH    1 2
 RL0004
 RL0004.Superseded values are not recommended for survey control.
 RL0004
 RL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0004.See file dsdata.pdf to determine how the superseded data were derived.
 RL0004
 RL0004_MARKER: DD = SURVEY DISK
 RL0004_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0004_STAMPING: 25-0
 RL0004_MARK LOGO: CGS+SS
 RL0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0004
 RL0004  HISTORY     - Date     Condition        Report By
 RL0004  HISTORY     - 1934     MONUMENTED       MIGS
 RL0004  HISTORY     - 1951     GOOD             CGS
 RL0004  HISTORY     - 1985     GOOD             NGS
 RL0004  HISTORY     - 20050906 GOOD             USPSQD
 RL0004  HISTORY     - 20080718 GOOD             GEOCAC
 RL0004  HISTORY     - 20210602 MARK NOT FOUND   MIDT
 RL0004
 RL0004                          STATION DESCRIPTION
 RL0004
 RL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RL0004'0.5 MI E FROM MICHIGAMME.
 RL0004'1/2 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0004'FROM THE STATION AT MICHIGAMME, MARQUETTE COUNTY, ON U.S. HIGHWAY
 RL0004'41, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 RL0004'SOUTH HEADWALL, 27.9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RL0004'HIGHWAY, 29.7 FEET EAST OF A HILL SIGN, AND 62.0 FEET NORTHWEST
 RL0004'OF A SIDETRACK, 300 FEET SOUTHEAST OF MOUNT SHASTA LODGE.  A
 RL0004'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0004
 RL0004                          STATION RECOVERY (1985)
 RL0004
 RL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0004'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.3 KM (7.0
 RL0004'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RL0004'0.5 KM (.03 MI) WEST OF A REST AREA, 0.2 KM (0.1 MI) EAST OF THE
 RL0004'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, IN THE WEST END OF THE
 RL0004'SOUTH CONCRETE HEADWALL OF A 4 BY 12 FOOT BOX CULVERT, 8.6 M (28.2 FT)
 RL0004'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF THE
 RL0004'WEST OF THE HEADWALL.
 RL0004'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 RL0004
 RL0004                          STATION RECOVERY (2005)
 RL0004
 RL0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL0004'RECOVERED IN GOOD CONDITION.
 RL0004
 RL0004                          STATION RECOVERY (2008)
 RL0004
 RL0004'RECOVERY NOTE BY GEOCACHING 2008
 RL0004'RECOVERED IN GOOD CONDITION.
 RL0004
 RL0004                          STATION RECOVERY (2021)
 RL0004
 RL0004'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0005 ***********************************************************************
 RL0005  DESIGNATION -  25 P
 RL0005  PID         -  RL0005
 RL0005  STATE/COUNTY-  MI/BARAGA
 RL0005  COUNTRY     -  US
 RL0005  USGS QUAD   -  THREE LAKES (2017)
 RL0005
 RL0005                         *CURRENT SURVEY CONTROL
 RL0005  ______________________________________________________________________
 RL0005* NAD 83(1986) POSITION- 46 32 18.55   (N) 088 07 47.90   (W)   HD_HELD1
 RL0005* NAVD 88 ORTHO HEIGHT -   488.55  (+/-2cm)     1602.9   (feet) VERTCON3
 RL0005  ______________________________________________________________________
 RL0005  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 RL0005  VERT ORDER      -  ? (See Below)
 RL0005
 RL0005.The horizontal coordinates were determined by differentially corrected
 RL0005.hand held GPS observations or other comparable positioning techniques
 RL0005.and have an estimated accuracy of +/- 3 meters.
 RL0005
 RL0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0005
 RL0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0005.GEOID18 height accuracy estimate available here.
 RL0005
 RL0005.The vertical order pertains to the NGVD 29 superseded value.
 RL0005
 RL0005.Click photographs - Photos may exist for this station.
 RL0005
 RL0005;                    North         East    Units  Estimated Accuracy
 RL0005;SPC MI N     -   195,693.7   7,913,332.1     MT  (+/- 3 meters HH1 GPS) 
 RL0005
 RL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1335654500(NAD 83)
 RL0005
 RL0005                          SUPERSEDED SURVEY CONTROL
 RL0005
 RL0005  NGVD 29 (??/??/92)  488.505  (m)         1602.70   (f) ADJ UNCH       
 RL0005
 RL0005.Superseded values are not recommended for survey control.
 RL0005
 RL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0005.See file dsdata.pdf to determine how the superseded data were derived.
 RL0005
 RL0005_MARKER: DD = SURVEY DISK
 RL0005_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0005_STAMPING: 25-P
 RL0005_MARK LOGO: CGS+SS
 RL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0005
 RL0005  HISTORY     - Date     Condition        Report By
 RL0005  HISTORY     - 1934     MONUMENTED       MIGS
 RL0005  HISTORY     - 1951     GOOD             CGS
 RL0005  HISTORY     - 1981     POOR             LOCENG
 RL0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0005  HISTORY     - 20080616 POOR             GEOCAC
 RL0005
 RL0005                          STATION DESCRIPTION
 RL0005
 RL0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RL0005'1 MI W FROM MICHIGAMME.
 RL0005'IN BARAGA COUNTY, 1 MILE WEST ALONG THE DULUTH, SOUTH SHORE
 RL0005'AND ATLANTIC RAILWAY FROM THE STATION AT MICHIGAMME, MARQUETTE
 RL0005'COUNTY, 81.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FLAG
 RL0005'STATION, 45.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 RL0005'SHEET METAL GARAGE, AT THE SOUTHEAST QUADRANT OF A ROAD CROSSING,
 RL0005'28.5 FEET SOUTH OF THE TRACK, 19.0 FEET FROM THE RIGHT-OF-WAY
 RL0005'FENCE, AND 12.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, AT
 RL0005'MICHIGAMME LUMBER COMPANY, 31 FEET SOUTH AND 52 FEET EAST OF
 RL0005'RAILROAD CROSSING.  A STATE SURVEY STANDARD DISK, SET IN THE
 RL0005'TOP OF A CONCRETE POST.
 RL0005
 RL0005                          STATION RECOVERY (1981)
 RL0005
 RL0005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 RL0005'MARK RECOVERED IN POOR CONDITION.
 RL0005
 RL0005                          STATION RECOVERY (1985)
 RL0005
 RL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0005'MARK NOT FOUND.
 RL0005
 RL0005                          STATION RECOVERY (2008)
 RL0005
 RL0005'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0005'STATION APPEARS TO HAVE BEEN STRUCK BY HEAVY EQUIPMENT. MONUMENT IS
 RL0005'SOLID, BUT IS LEANING AT ABOUT A 10 DEGREE ANGLE. STATION IS LOCATED
 RL0005'IN THE SE QUADRANT OF THE INTERSECTION OF THE CANADIAN NATIONAL
 RL0005'RAILWAY AND IMPERIAL HEIGHTS ROAD, 55 FEET SE OF THE CENTER OF THE
 RL0005'ROAD CROSSING, 53.5 FEET ESE OF THE CENTER LINE OF THE ROAD, 20.9 FEET
 RL0005'SOUTH OF THE SOUTH RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0006 ***********************************************************************
 RL0006  DESIGNATION -  25 Q
 RL0006  PID         -  RL0006
 RL0006  STATE/COUNTY-  MI/BARAGA
 RL0006  COUNTRY     -  US
 RL0006  USGS QUAD   -  THREE LAKES (2017)
 RL0006
 RL0006                         *CURRENT SURVEY CONTROL
 RL0006  ______________________________________________________________________
 RL0006* NAD 83(1986) POSITION- 46 32 41.21   (N) 088 09 53.34   (W)   HD_HELD1
 RL0006* NAVD 88 ORTHO HEIGHT -   496.75  (+/-2cm)     1629.8   (feet) VERTCON3
 RL0006  ______________________________________________________________________
 RL0006  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 RL0006  VERT ORDER      -  ? (See Below)
 RL0006
 RL0006.The horizontal coordinates were determined by differentially corrected
 RL0006.hand held GPS observations or other comparable positioning techniques
 RL0006.and have an estimated accuracy of +/- 3 meters.
 RL0006
 RL0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0006
 RL0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0006.GEOID18 height accuracy estimate available here.
 RL0006
 RL0006.The vertical order pertains to the NGVD 29 superseded value.
 RL0006
 RL0006.Click photographs - Photos may exist for this station.
 RL0006
 RL0006;                    North         East    Units  Estimated Accuracy
 RL0006;SPC MI N     -   196,432.0   7,910,670.1     MT  (+/- 3 meters HH1 GPS) 
 RL0006
 RL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1069555238(NAD 83)
 RL0006
 RL0006                          SUPERSEDED SURVEY CONTROL
 RL0006
 RL0006  NGVD 29 (??/??/92)  496.712  (m)         1629.63   (f) ADJ UNCH       
 RL0006
 RL0006.Superseded values are not recommended for survey control.
 RL0006
 RL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0006.See file dsdata.pdf to determine how the superseded data were derived.
 RL0006
 RL0006_MARKER: DD = SURVEY DISK
 RL0006_SETTING: 66 = SET IN ROCK OUTCROP
 RL0006_STAMPING: 25-Q
 RL0006_MARK LOGO: CGS+SS
 RL0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0006+STABILITY: POSITION/ELEVATION WELL
 RL0006
 RL0006  HISTORY     - Date     Condition        Report By
 RL0006  HISTORY     - 1934     MONUMENTED       MIGS
 RL0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0006  HISTORY     - 20080616 GOOD             GEOCAC
 RL0006
 RL0006                          STATION DESCRIPTION
 RL0006
 RL0006'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL0006'2 MI E FROM THREE LAKES.
 RL0006'2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0006'FROM THREE LAKES, BARAGA COUNTY, 116 FEET WEST OF MILEPOST
 RL0006'196, 28.5 FEET SOUTH OF A 10-INCH WHITE PINE TREE, 25.7 FEET
 RL0006'NORTH OF THE TRACK, 22.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 RL0006'13.8 FEET WEST OF A POLE AND IN THE TOP OF A ROCK OUTCROP.  A
 RL0006'STATE SURVEY STANDARD DISK.
 RL0006
 RL0006                          STATION RECOVERY (1985)
 RL0006
 RL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0006'MARK NOT FOUND.
 RL0006
 RL0006                          STATION RECOVERY (2008)
 RL0006
 RL0006'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0006'MP196 APPEARS TO HAVE BEEN ADJUSTED, AS DISTANCE NO LONGER CHECKS.
 RL0006'WHITE PINE TREE, POLE AND FENCE HAVE BEEN REMOVED. STATION IS
 RL0006'APPROXIMATELY 195 FEET WEST ALONG THE TRACKS FROM THE CENTER OF A ROAD
 RL0006'CROSSING (BEAUFORT ROAD EAST), APPROXIMATELY 28 FEET NORTH OF THE
 RL0006'CENTER LINE OF THE TRACK, AND ABOUT 10 FEET ABOVE LEVEL WITH THE
 RL0006'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0007 ***********************************************************************
 RL0007  DESIGNATION -  25 R
 RL0007  PID         -  RL0007
 RL0007  STATE/COUNTY-  MI/BARAGA
 RL0007  COUNTRY     -  US
 RL0007  USGS QUAD   -  THREE LAKES (2017)
 RL0007
 RL0007                         *CURRENT SURVEY CONTROL
 RL0007  ______________________________________________________________________
 RL0007* NAD 83(1986) POSITION- 46 33 14.09   (N) 088 12 09.57   (W)   HD_HELD1
 RL0007* NAVD 88 ORTHO HEIGHT -   493.75  (+/-2cm)     1619.9   (feet) VERTCON3
 RL0007  ______________________________________________________________________
 RL0007  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 RL0007  VERT ORDER      -  ? (See Below)
 RL0007
 RL0007.The horizontal coordinates were determined by differentially corrected
 RL0007.hand held GPS observations or other comparable positioning techniques
 RL0007.and have an estimated accuracy of +/- 3 meters.
 RL0007
 RL0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0007
 RL0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0007.GEOID18 height accuracy estimate available here.
 RL0007
 RL0007.The vertical order pertains to the NGVD 29 superseded value.
 RL0007
 RL0007.Click photographs - Photos may exist for this station.
 RL0007
 RL0007;                    North         East    Units  Estimated Accuracy
 RL0007;SPC MI N     -   197,490.4   7,907,783.6     MT  (+/- 3 meters HH1 GPS) 
 RL0007
 RL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0780956296(NAD 83)
 RL0007
 RL0007                          SUPERSEDED SURVEY CONTROL
 RL0007
 RL0007  NGVD 29 (??/??/92)  493.710  (m)         1619.78   (f) ADJ UNCH       
 RL0007
 RL0007.Superseded values are not recommended for survey control.
 RL0007
 RL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0007.See file dsdata.pdf to determine how the superseded data were derived.
 RL0007
 RL0007_MARKER: DD = SURVEY DISK
 RL0007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0007_STAMPING: 25-R
 RL0007_MARK LOGO: CGS+SS
 RL0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0007
 RL0007  HISTORY     - Date     Condition        Report By
 RL0007  HISTORY     - 1934     MONUMENTED       MIGS
 RL0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0007  HISTORY     - 20000710 MARK NOT FOUND   MIDT
 RL0007
 RL0007                          STATION DESCRIPTION
 RL0007
 RL0007'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL0007'AT THREE LAKES.
 RL0007'AT THREE LAKES, BARAGA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RL0007'ATLANTIC RAILWAY, 320 FEET EAST OF MILEPOST 198, 68.0 FEET
 RL0007'SOUTH OF POLE 2009, 32.8 FEET NORTHWEST OF A WHISTLE POST, 44
 RL0007'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 41, AND 29.6 FEET
 RL0007'NORTH OF THE TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE
 RL0007'TOP OF A CONCRETE POST.
 RL0007
 RL0007                          STATION RECOVERY (1985)
 RL0007
 RL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0007'MARK NOT FOUND.
 RL0007
 RL0007                          STATION RECOVERY (2000)
 RL0007
 RL0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0007'A THOROUGH SEARCHED REVEALED NO EVIDENCE OF THE MARK. IT WAS
 RL0007'REFERENCED ON 1950 HIGHWAY CONTRUCTION PLANS FOR US41, WITH STATION
 RL0007'AND OFFSET BUT A RAIL SPUR IS AT THIS LOCATION NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0008 ***********************************************************************
 RL0008  DESIGNATION -  25 S
 RL0008  PID         -  RL0008
 RL0008  STATE/COUNTY-  MI/BARAGA
 RL0008  COUNTRY     -  US
 RL0008  USGS QUAD   -  NESTORIA (2017)
 RL0008
 RL0008                         *CURRENT SURVEY CONTROL
 RL0008  ______________________________________________________________________
 RL0008* NAD 83(1986) POSITION- 46 34 05.     (N) 088 15 38.     (W)   SCALED
 RL0008* NAVD 88 ORTHO HEIGHT -   508.761 (meters)     1669.16  (feet) ADJUSTED
 RL0008  ______________________________________________________________________
 RL0008  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 RL0008  DYNAMIC HEIGHT  -        508.780 (meters)     1669.22  (feet) COMP
 RL0008  MODELED GRAVITY -    980,636.4   (mgal)                       NAVD 88
 RL0008
 RL0008  VERT ORDER      -  FIRST     CLASS II
 RL0008
 RL0008.The horizontal coordinates were scaled from a map and have
 RL0008.an estimated accuracy of +/- 6 seconds.
 RL0008
 RL0008.The orthometric height was determined by differential leveling and
 RL0008.adjusted by the NATIONAL GEODETIC SURVEY
 RL0008.in June 1991.
 RL0008
 RL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0008.GEOID18 height accuracy estimate available here.
 RL0008
 RL0008.Click photographs - Photos may exist for this station.
 RL0008
 RL0008.The dynamic height is computed by dividing the NAVD 88
 RL0008.geopotential number by the normal gravity value computed on the
 RL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0008.degrees latitude (g = 980.6199 gals.).
 RL0008
 RL0008.The modeled gravity was interpolated from observed gravity values.
 RL0008
 RL0008;                    North         East    Units  Estimated Accuracy
 RL0008;SPC MI N     -   199,130.    7,903,370.      MT  (+/- 180 meters Scaled)
 RL0008
 RL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS033579(NAD 83)
 RL0008
 RL0008                          SUPERSEDED SURVEY CONTROL
 RL0008
 RL0008  NGVD 29 (??/??/92)  508.721  (m)         1669.03   (f) ADJ UNCH    1 2
 RL0008
 RL0008.Superseded values are not recommended for survey control.
 RL0008
 RL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0008.See file dsdata.pdf to determine how the superseded data were derived.
 RL0008
 RL0008_MARKER: DD = SURVEY DISK
 RL0008_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0008_STAMPING: 25-S
 RL0008_MARK LOGO: CGS+SS
 RL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0008
 RL0008  HISTORY     - Date     Condition        Report By
 RL0008  HISTORY     - 1934     MONUMENTED       MIGS
 RL0008  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0008
 RL0008                          STATION DESCRIPTION
 RL0008
 RL0008'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL0008'AT NESTORIA.
 RL0008'AT NESTORIA, BARAGA COUNTY, 65.5 FEET NORTHWEST OF THE SOUTHWEST
 RL0008'CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION
 RL0008'PLATFORM 60.0 FEET SOUTHWEST OF THE SOUTHWEST FOOTING OF THE
 RL0008'WATER TANK, 36.6 FEET SOUTHEAST OF A POLE, AND 20.8 FEET NORTH
 RL0008'OF THE MAIN LINE TRACK OF THE WEST BRANCH.  A STATE SURVEY
 RL0008'STANDARD DISK, STAMPED 25 S AND SET IN THE TOP OF A CONCRETE
 RL0008'POST.
 RL0008
 RL0008                          STATION RECOVERY (1982)
 RL0008
 RL0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0008'MARK NOT FOUND.
 RL0008
 RL0008                          STATION RECOVERY (1985)
 RL0008
 RL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0009 ***********************************************************************
 RL0009  DESIGNATION -  25 T
 RL0009  PID         -  RL0009
 RL0009  STATE/COUNTY-  MI/BARAGA
 RL0009  COUNTRY     -  US
 RL0009  USGS QUAD   -  NESTORIA (2017)
 RL0009
 RL0009                         *CURRENT SURVEY CONTROL
 RL0009  ______________________________________________________________________
 RL0009* NAD 83(1986) POSITION- 46 34 04.55   (N) 088 16 01.59   (W)   HD_HELD1
 RL0009* NAVD 88 ORTHO HEIGHT -   509.026 (meters)     1670.03  (feet) ADJUSTED
 RL0009  ______________________________________________________________________
 RL0009  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 RL0009  DYNAMIC HEIGHT  -        509.046 (meters)     1670.10  (feet) COMP
 RL0009  MODELED GRAVITY -    980,636.9   (mgal)                       NAVD 88
 RL0009
 RL0009  VERT ORDER      -  FIRST     CLASS II
 RL0009
 RL0009.The horizontal coordinates were determined by differentially corrected
 RL0009.hand held GPS observations or other comparable positioning techniques
 RL0009.and have an estimated accuracy of +/- 3 meters.
 RL0009
 RL0009.The orthometric height was determined by differential leveling and
 RL0009.adjusted by the NATIONAL GEODETIC SURVEY
 RL0009.in June 1991.
 RL0009
 RL0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0009.GEOID18 height accuracy estimate available here.
 RL0009
 RL0009.Click photographs - Photos may exist for this station.
 RL0009
 RL0009.The dynamic height is computed by dividing the NAVD 88
 RL0009.geopotential number by the normal gravity value computed on the
 RL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0009.degrees latitude (g = 980.6199 gals.).
 RL0009
 RL0009.The modeled gravity was interpolated from observed gravity values.
 RL0009
 RL0009;                    North         East    Units  Estimated Accuracy
 RL0009;SPC MI N     -   199,125.1   7,902,867.1     MT  (+/- 3 meters HH1 GPS) 
 RL0009
 RL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0289357931(NAD 83)
 RL0009
 RL0009                          SUPERSEDED SURVEY CONTROL
 RL0009
 RL0009  NGVD 29 (??/??/92)  508.987  (m)         1669.90   (f) ADJ UNCH    1 2
 RL0009
 RL0009.Superseded values are not recommended for survey control.
 RL0009
 RL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0009.See file dsdata.pdf to determine how the superseded data were derived.
 RL0009
 RL0009_MARKER: DD = SURVEY DISK
 RL0009_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0009_STAMPING: 25 T
 RL0009_MARK LOGO: CGS+SS
 RL0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0009
 RL0009  HISTORY     - Date     Condition        Report By
 RL0009  HISTORY     - 1934     MONUMENTED       MIGS
 RL0009  HISTORY     - 1948     GOOD             CGS
 RL0009  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0009
 RL0009                          STATION DESCRIPTION
 RL0009
 RL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0009'0.4 MI W FROM NESTORIA.
 RL0009'ABOUT 0.45 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0009'RAILWAY FROM THE STATION AT NESTORIA, 35.8 FEET SOUTH OF THE SOUTH
 RL0009'RAIL, 72 FEET SOUTH AND ACROSS THE TRACKS FROM THE SOUTHEAST
 RL0009'CORNER OF A TOOL HOUSE, 106 FEET SOUTHWEST AND ACROSS THE TRACKS
 RL0009'FROM POLE NO. 2140, 115 FEET SOUTHWEST AND ACROSS THE TRACK
 RL0009'FROM THE SOUTHWEST CORNER OF A SECTION HOUSE, 76.5 FEET
 RL0009'SOUTHWEST AND ACROSS THE TRACK FROM A SWITCH STAND, 2 FEET ABOVE
 RL0009'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0009'4 INCHES.
 RL0009
 RL0009                          STATION RECOVERY (1982)
 RL0009
 RL0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0009'MARK NOT FOUND.
 RL0009
 RL0009                          STATION RECOVERY (1985)
 RL0009
 RL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0285 ***********************************************************************
 NE0285  DESIGNATION -  25 USLS
 NE0285  PID         -  NE0285
 NE0285  STATE/COUNTY-  MI/ST CLAIR
 NE0285  COUNTRY     -  US
 NE0285  USGS QUAD   -  MARINE CITY OE E (2017)
 NE0285
 NE0285                         *CURRENT SURVEY CONTROL
 NE0285  ______________________________________________________________________
 NE0285* NAD 83(1986) POSITION- 42 43 12.19   (N) 082 29 32.04   (W)   HD_HELD1
 NE0285* NAVD 88 ORTHO HEIGHT -   178.929 (meters)      587.04  (feet) ADJUSTED
 NE0285  ______________________________________________________________________
 NE0285  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 NE0285  DYNAMIC HEIGHT  -        178.880 (meters)      586.88  (feet) COMP
 NE0285  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 NE0285
 NE0285  VERT ORDER      -  FIRST     CLASS 0
 NE0285
 NE0285.The horizontal coordinates were determined by differentially corrected
 NE0285.hand held GPS observations or other comparable positioning techniques
 NE0285.and have an estimated accuracy of +/- 3 meters.
 NE0285
 NE0285.The orthometric height was determined by differential leveling and
 NE0285.adjusted by the NATIONAL GEODETIC SURVEY
 NE0285.in June 1991.
 NE0285
 NE0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0285.GEOID18 height accuracy estimate available here.
 NE0285
 NE0285.Click photographs - Photos may exist for this station.
 NE0285
 NE0285.The dynamic height is computed by dividing the NAVD 88
 NE0285.geopotential number by the normal gravity value computed on the
 NE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0285.degrees latitude (g = 980.6199 gals.).
 NE0285
 NE0285.The modeled gravity was interpolated from observed gravity values.
 NE0285
 NE0285;                    North         East    Units  Estimated Accuracy
 NE0285;SPC MI S     -   137,229.0   4,153,508.8     MT  (+/- 3 meters HH1 GPS) 
 NE0285
 NE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7781830807(NAD 83)
 NE0285
 NE0285                          SUPERSEDED SURVEY CONTROL
 NE0285
 NE0285  NGVD 29 (11/26/84)  179.053  (m)          587.44   (f) ADJUSTED    1 0
 NE0285
 NE0285.Superseded values are not recommended for survey control.
 NE0285
 NE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0285.See file dsdata.pdf to determine how the superseded data were derived.
 NE0285
 NE0285_MARKER: B = BOLT
 NE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0285+STABILITY: SURFACE MOTION
 NE0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0285+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE0285
 NE0285  HISTORY     - Date     Condition        Report By
 NE0285  HISTORY     - 1898     MONUMENTED       USLS
 NE0285  HISTORY     - 1970     GOOD             USLS
 NE0285  HISTORY     - 1980     GOOD             NGS
 NE0285  HISTORY     - 19990424 GOOD             USPSQD
 NE0285  HISTORY     - 20011001 GOOD             MI-147
 NE0285
 NE0285                          STATION DESCRIPTION
 NE0285
 NE0285'DESCRIBED BY US LAKE SURVEY 1970
 NE0285'AT MARINE CITY.
 NE0285'25 IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, AT NORTH
 NE0285'CORNER OF NORTH MAIN AND BROADWAY STREETS, ON NORTH MAIN STREET
 NE0285'SIDE OF THE CITY HALL, 6.2 FEET FROM THE SOUTHEAST CORNER,
 NE0285'2-3/4 FEET ABOVE THE CONCRETE WALK, ON TOP OF NORTHEAST END
 NE0285'OF STONE SILL OF OPENING IN THE ENTRANCE, BEING HIGHEST POINT
 NE0285'ON TOP OF A BRASS BOLT SET INTO THE STONE, MARKED USPBM.
 NE0285'NOTE-- BM 1898
 NE0285
 NE0285                          STATION RECOVERY (1980)
 NE0285
 NE0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0285'IN MARINE CITY AT CITY HALL, SET IN TOP OF THE NORTHEAST END OF
 NE0285'THE STONE SILL ON THE SOUTHEAST SIDE OF THE BROADWAY ENTRANCE
 NE0285'PORCH TO CITY HALL, NOTE, THIS MARK IS A 3/8-INCH BRASS BOLT AND
 NE0285'US PBM IS ENGRAVED AROUND IT, 3.8 METERS (12.6 FEET) NORTHWEST
 NE0285'OF THE NORTHWEST EDGE OF THE SIDEWALK AROUND THE BUILDING, 4.45
 NE0285'METERS (14.6 FEET) SOUTHWEST OF THE FACE OF THE 4 FOOT HIGH BRICK
 NE0285'FOUNDATION FOR THE NORTH MAIN STREET ENTRANCE. 1.9 METER (6.2 FEET)
 NE0285'NORTHEAST OF THE SOUTH CORNER OF THE STONE FOUNDATION FOR THE PORCH
 NE0285'THE MARK IS 0.9 M ABOVE SIDEWALK.
 NE0285
 NE0285                          STATION RECOVERY (1999)
 NE0285
 NE0285'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0285'RECOVERED IN GOOD CONDITION.
 NE0285
 NE0285                          STATION RECOVERY (2001)
 NE0285
 NE0285'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0285'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0285'SUBMITTED - FEBRUARY 21, 2002
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0010 ***********************************************************************
 RL0010  DESIGNATION -  25 V
 RL0010  PID         -  RL0010
 RL0010  STATE/COUNTY-  MI/BARAGA
 RL0010  COUNTRY     -  US
 RL0010  USGS QUAD   -  NESTORIA (2017)
 RL0010
 RL0010                         *CURRENT SURVEY CONTROL
 RL0010  ______________________________________________________________________
 RL0010* NAD 83(1986) POSITION- 46 33 51.33   (N) 088 19 17.11   (W)   HD_HELD1
 RL0010* NAVD 88 ORTHO HEIGHT -   507.489 (meters)     1664.99  (feet) ADJUSTED
 RL0010  ______________________________________________________________________
 RL0010  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 RL0010  DYNAMIC HEIGHT  -        507.508 (meters)     1665.05  (feet) COMP
 RL0010  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 RL0010
 RL0010  VERT ORDER      -  FIRST     CLASS II
 RL0010
 RL0010.The horizontal coordinates were determined by differentially corrected
 RL0010.hand held GPS observations or other comparable positioning techniques
 RL0010.and have an estimated accuracy of +/- 3 meters.
 RL0010
 RL0010.The orthometric height was determined by differential leveling and
 RL0010.adjusted by the NATIONAL GEODETIC SURVEY
 RL0010.in June 1991.
 RL0010
 RL0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0010.GEOID18 height accuracy estimate available here.
 RL0010
 RL0010.Click photographs - Photos may exist for this station.
 RL0010
 RL0010.The dynamic height is computed by dividing the NAVD 88
 RL0010.geopotential number by the normal gravity value computed on the
 RL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0010.degrees latitude (g = 980.6199 gals.).
 RL0010
 RL0010.The modeled gravity was interpolated from observed gravity values.
 RL0010
 RL0010;                    North         East    Units  Estimated Accuracy
 RL0010;SPC MI N     -   198,785.0   7,898,697.3     MT  (+/- 3 meters HH1 GPS) 
 RL0010
 RL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9872457591(NAD 83)
 RL0010
 RL0010                          SUPERSEDED SURVEY CONTROL
 RL0010
 RL0010  NGVD 29 (??/??/92)  507.450  (m)         1664.86   (f) ADJ UNCH    1 2
 RL0010
 RL0010.Superseded values are not recommended for survey control.
 RL0010
 RL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0010.See file dsdata.pdf to determine how the superseded data were derived.
 RL0010
 RL0010_MARKER: DD = SURVEY DISK
 RL0010_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0010_STAMPING: 25 V
 RL0010_MARK LOGO: CGS+SS
 RL0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0010+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2007
 RL0010
 RL0010  HISTORY     - Date     Condition        Report By
 RL0010  HISTORY     - 1934     MONUMENTED       MIGS
 RL0010  HISTORY     - 1948     GOOD             CGS
 RL0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0010  HISTORY     - 20070824 GOOD             GEOCAC
 RL0010
 RL0010                          STATION DESCRIPTION
 RL0010
 RL0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0010'3.2 MI W FROM NESTORIA.
 RL0010'ABOUT 3.15 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0010'RAILWAY FROM THE STATION AT NESTORIA, ABOUT 0.4 MILE EAST OF
 RL0010'A BRIDGE OVER TIOGA RIVER, AT THE WEST END OF A CURVE IN THE
 RL0010'TRACK WITH TANGENTS WEST AND SOUTHEAST, 28.2 FEET NORTH OF THE
 RL0010'NORTH RAIL, 21 FEET SOUTH-SOUTHEAST OF POLE NO. 2250, 23.5 FEET
 RL0010'SOUTHWEST OF THE HIGHEST POINT OF A 12 BY 10 BY 4-FOOT BOULDER,
 RL0010'66 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD (OLD U.S.
 RL0010'HIGHWAY 41), 5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0010'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0010'4 INCHES.
 RL0010
 RL0010                          STATION RECOVERY (1985)
 RL0010
 RL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0010'MARK NOT FOUND.
 RL0010
 RL0010                          STATION RECOVERY (2007)
 RL0010
 RL0010'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0013 ***********************************************************************
 RL0013  DESIGNATION -  25 W
 RL0013  PID         -  RL0013
 RL0013  STATE/COUNTY-  MI/BARAGA
 RL0013  COUNTRY     -  US
 RL0013  USGS QUAD   -  NESTORIA (2017)
 RL0013
 RL0013                         *CURRENT SURVEY CONTROL
 RL0013  ______________________________________________________________________
 RL0013* NAD 83(1986) POSITION- 46 33 26.40   (N) 088 20 59.72   (W)   HD_HELD1
 RL0013* NAVD 88 ORTHO HEIGHT -   512.123 (meters)     1680.19  (feet) ADJUSTED
 RL0013  ______________________________________________________________________
 RL0013  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 RL0013  DYNAMIC HEIGHT  -        512.141 (meters)     1680.25  (feet) COMP
 RL0013  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 RL0013
 RL0013  VERT ORDER      -  SECOND    CLASS 0
 RL0013
 RL0013.The horizontal coordinates were determined by differentially corrected
 RL0013.hand held GPS observations or other comparable positioning techniques
 RL0013.and have an estimated accuracy of +/- 3 meters.
 RL0013
 RL0013.The orthometric height was determined by differential leveling and
 RL0013.adjusted by the NATIONAL GEODETIC SURVEY
 RL0013.in June 1991.
 RL0013
 RL0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0013.GEOID18 height accuracy estimate available here.
 RL0013
 RL0013.Click photographs - Photos may exist for this station.
 RL0013
 RL0013.The dynamic height is computed by dividing the NAVD 88
 RL0013.geopotential number by the normal gravity value computed on the
 RL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0013.degrees latitude (g = 980.6199 gals.).
 RL0013
 RL0013.The modeled gravity was interpolated from observed gravity values.
 RL0013
 RL0013;                    North         East    Units  Estimated Accuracy
 RL0013;SPC MI N     -   198,052.2   7,896,499.3     MT  (+/- 3 meters HH1 GPS) 
 RL0013
 RL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9652756859(NAD 83)
 RL0013
 RL0013                          SUPERSEDED SURVEY CONTROL
 RL0013
 RL0013  NGVD 29 (??/??/92)  512.079  (m)         1680.05   (f) ADJ UNCH    2 0
 RL0013
 RL0013.Superseded values are not recommended for survey control.
 RL0013
 RL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0013.See file dsdata.pdf to determine how the superseded data were derived.
 RL0013
 RL0013_MARKER: DD = SURVEY DISK
 RL0013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0013_STAMPING: 25-W
 RL0013_MARK LOGO: CGS+SS
 RL0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0013+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2007
 RL0013
 RL0013  HISTORY     - Date     Condition        Report By
 RL0013  HISTORY     - 1934     MONUMENTED       MIGS
 RL0013  HISTORY     - 1948     GOOD             CGS
 RL0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0013  HISTORY     - 20070824 GOOD             GEOCAC
 RL0013
 RL0013                          STATION DESCRIPTION
 RL0013
 RL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0013'4.6 MI W FROM NESTORIA.
 RL0013'ABOUT 4.65 MILES WEST ALONG THE DULUTH SOUTH SHORE AND ATLANTIC
 RL0013'RAILWAY FROM THE STATION AT NESTORIA, ABOUT 0.3 MILE WEST OF
 RL0013'TIOGA SWITCH, ABOUT 0.1 MILE WEST OF A SMALL ROAD CROSSING,
 RL0013'AT A POINT WHERE OLD U.S. HIGHWAY 41 LEAVES RAILWAY TURNING
 RL0013'NORTH AND PARALLELS THE TRACK EAST, 28 FEET SOUTH OF THE SOUTH
 RL0013'RAIL, 83 FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE
 RL0013'NO. 2305, 15 FEET EAST-SOUTHEAST OF A TELEPHONE POLE AND ABOUT
 RL0013'5 FEET SOUTH OF THE ROW OF POLES, 47 FEET NORTHEAST OF A 20-INCH
 RL0013'WHITE PINE TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0013'4 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0013'PROJECTING 5 INCHES.
 RL0013
 RL0013                          STATION RECOVERY (1985)
 RL0013
 RL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0013'MARK NOT FOUND.
 RL0013
 RL0013                          STATION RECOVERY (2007)
 RL0013
 RL0013'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0014 ***********************************************************************
 RL0014  DESIGNATION -  25 X
 RL0014  PID         -  RL0014
 RL0014  STATE/COUNTY-  MI/BARAGA
 RL0014  COUNTRY     -  US
 RL0014  USGS QUAD   -  VERMILAC (2017)
 RL0014
 RL0014                         *CURRENT SURVEY CONTROL
 RL0014  ______________________________________________________________________
 RL0014* NAD 83(1986) POSITION- 46 32 22.54   (N) 088 23 11.96   (W)   HD_HELD1
 RL0014* NAVD 88 ORTHO HEIGHT -   513.40  (+/-2cm)     1684.4   (feet) VERTCON3
 RL0014  ______________________________________________________________________
 RL0014  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 RL0014  VERT ORDER      -  ? (See Below)
 RL0014
 RL0014.The horizontal coordinates were determined by differentially corrected
 RL0014.hand held GPS observations or other comparable positioning techniques
 RL0014.and have an estimated accuracy of +/- 3 meters.
 RL0014
 RL0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0014
 RL0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0014.GEOID18 height accuracy estimate available here.
 RL0014
 RL0014.The vertical order pertains to the NGVD 29 superseded value.
 RL0014
 RL0014.Click photographs - Photos may exist for this station.
 RL0014
 RL0014;                    North         East    Units  Estimated Accuracy
 RL0014;SPC MI N     -   196,129.4   7,893,648.7     MT  (+/- 3 meters HH1 GPS) 
 RL0014
 RL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9367754936(NAD 83)
 RL0014
 RL0014                          SUPERSEDED SURVEY CONTROL
 RL0014
 RL0014  NGVD 29 (??/??/92)  513.358  (m)         1684.24   (f) ADJ UNCH       
 RL0014
 RL0014.Superseded values are not recommended for survey control.
 RL0014
 RL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0014.See file dsdata.pdf to determine how the superseded data were derived.
 RL0014
 RL0014_MARKER: DD = SURVEY DISK
 RL0014_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0014_STAMPING: 25-X 1934
 RL0014_MARK LOGO: CGS+SS
 RL0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0014+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2007
 RL0014
 RL0014  HISTORY     - Date     Condition        Report By
 RL0014  HISTORY     - 1934     MONUMENTED       MIGS
 RL0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0014  HISTORY     - 20070824 GOOD             GEOCAC
 RL0014
 RL0014                          STATION DESCRIPTION
 RL0014
 RL0014'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL0014'7.8 MI W FROM NESTORIA.
 RL0014'7-3/4 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0014'RAILWAY FROM NESTORIA, BARAGA COUNTY, 1,612 FEET EAST OF MILEPOST
 RL0014'208, AT THE POINT OF INTERSECTION OF TWO TANGENTS, 37.5 FEET
 RL0014'SOUTHEAST OF THE TRACK, 11.7 FEET SOUTHEAST OF A POLE, AND 50
 RL0014'FEET NORTHWEST OF A 14-INCH POPLAR TREE.  A STATE SURVEY STANDARD
 RL0014'DISK, STAMPED 25 X 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0014
 RL0014                          STATION RECOVERY (1985)
 RL0014
 RL0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0014'MARK NOT FOUND.
 RL0014
 RL0014                          STATION RECOVERY (2007)
 RL0014
 RL0014'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0015 ***********************************************************************
 RL0015  DESIGNATION -  25 Y
 RL0015  PID         -  RL0015
 RL0015  STATE/COUNTY-  MI/BARAGA
 RL0015  COUNTRY     -  US
 RL0015  USGS QUAD   -  VERMILAC (2017)
 RL0015
 RL0015                         *CURRENT SURVEY CONTROL
 RL0015  ______________________________________________________________________
 RL0015* NAD 83(1986) POSITION- 46 31 51.47   (N) 088 26 03.45   (W)   HD_HELD1
 RL0015* NAVD 88 ORTHO HEIGHT -   499.21  (+/-2cm)     1637.8   (feet) VERTCON3
 RL0015  ______________________________________________________________________
 RL0015  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 RL0015  VERT ORDER      -  ? (See Below)
 RL0015
 RL0015.The horizontal coordinates were determined by differentially corrected
 RL0015.hand held GPS observations or other comparable positioning techniques
 RL0015.and have an estimated accuracy of +/- 3 meters.
 RL0015
 RL0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0015
 RL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0015.GEOID18 height accuracy estimate available here.
 RL0015
 RL0015.The vertical order pertains to the NGVD 29 superseded value.
 RL0015
 RL0015.Click photographs - Photos may exist for this station.
 RL0015
 RL0015;                    North         East    Units  Estimated Accuracy
 RL0015;SPC MI N     -   195,235.2   7,889,978.3     MT  (+/- 3 meters HH1 GPS) 
 RL0015
 RL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9000754043(NAD 83)
 RL0015
 RL0015                          SUPERSEDED SURVEY CONTROL
 RL0015
 RL0015  NGVD 29 (??/??/92)  499.170  (m)         1637.69   (f) ADJ UNCH       
 RL0015
 RL0015.Superseded values are not recommended for survey control.
 RL0015
 RL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0015.See file dsdata.pdf to determine how the superseded data were derived.
 RL0015
 RL0015_MARKER: DD = SURVEY DISK
 RL0015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0015_STAMPING: 25-Y
 RL0015_MARK LOGO: CGS+SS
 RL0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0015
 RL0015  HISTORY     - Date     Condition        Report By
 RL0015  HISTORY     - 1934     MONUMENTED       MIGS
 RL0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0015  HISTORY     - 20081011 GOOD             GEOCAC
 RL0015
 RL0015                          STATION DESCRIPTION
 RL0015
 RL0015'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL0015'5 MI E FROM COVINGTON.
 RL0015'5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0015'FROM COVINGTON, BARAGA COUNTY, 480 FEET WEST OF MILEPOST 210,
 RL0015'72.9 FEET SOUTHWEST OF POLE 2453, 31.5 FEET SOUTHEAST OF A
 RL0015'10-INCH WHITE BIRCH TREE, 29.9 FEET NORTH OF THE TRACK, AND
 RL0015'IN THE TOP OF A ROCK OUTCROP.  A STATE SURVEY STANDARD DISK,
 RL0015'SET IN THE TOP OF A CONCRETE POST.
 RL0015
 RL0015                          STATION RECOVERY (1985)
 RL0015
 RL0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0015'MARK NOT FOUND.
 RL0015
 RL0015                          STATION RECOVERY (2008)
 RL0015
 RL0015'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0015'STATION IS SET IN THE TOP OF A ROCK OUTCROP (NOT A CONCRETE POST)
 RL0015'ABOUT SEVEN FEET ABOVE LEVEL WITH THE TRACK. STATION WAS REACHED BY
 RL0015'HIKING ALONG THE TRACK ABOUT 1.8 MILES FROM A POINT WHERE THE KING
 RL0015'LAKE ROAD VEERS SOUTH FROM PARALLELING THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0016 ***********************************************************************
 RL0016  DESIGNATION -  25 Z
 RL0016  PID         -  RL0016
 RL0016  STATE/COUNTY-  MI/BARAGA
 RL0016  COUNTRY     -  US
 RL0016  USGS QUAD   -  VERMILAC (2017)
 RL0016
 RL0016                         *CURRENT SURVEY CONTROL
 RL0016  ______________________________________________________________________
 RL0016* NAD 83(1986) POSITION- 46 32 02.39   (N) 088 29 40.86   (W)   HD_HELD1
 RL0016* NAVD 88 ORTHO HEIGHT -   485.70  (+/-2cm)     1593.5   (feet) VERTCON3
 RL0016  ______________________________________________________________________
 RL0016  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 RL0016  VERT ORDER      -  ? (See Below)
 RL0016
 RL0016.The horizontal coordinates were determined by differentially corrected
 RL0016.hand held GPS observations or other comparable positioning techniques
 RL0016.and have an estimated accuracy of +/- 3 meters.
 RL0016
 RL0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0016
 RL0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0016.GEOID18 height accuracy estimate available here.
 RL0016
 RL0016.The vertical order pertains to the NGVD 29 superseded value.
 RL0016
 RL0016.Click photographs - Photos may exist for this station.
 RL0016
 RL0016;                    North         East    Units  Estimated Accuracy
 RL0016;SPC MI N     -   195,657.9   7,885,352.6     MT  (+/- 3 meters HH1 GPS) 
 RL0016
 RL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8538254466(NAD 83)
 RL0016
 RL0016                          SUPERSEDED SURVEY CONTROL
 RL0016
 RL0016  NGVD 29 (??/??/92)  485.665  (m)         1593.39   (f) ADJ UNCH       
 RL0016
 RL0016.Superseded values are not recommended for survey control.
 RL0016
 RL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0016.See file dsdata.pdf to determine how the superseded data were derived.
 RL0016
 RL0016_MARKER: DD = SURVEY DISK
 RL0016_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL0016_STAMPING: 25-Z
 RL0016_MARK LOGO: CGS+SS
 RL0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0016
 RL0016  HISTORY     - Date     Condition        Report By
 RL0016  HISTORY     - UNK      MONUMENTED
 RL0016  HISTORY     - 1934     GOOD             MIGS
 RL0016  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0016  HISTORY     - 20070824 GOOD             GEOCAC
 RL0016
 RL0016                          STATION DESCRIPTION
 RL0016
 RL0016'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0016'2 MI E FROM COVINGTON.
 RL0016'2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0016'FROM COVINGTON, BARAGA COUNTY, 16.5 FEET SOUTHWEST OF MILEPOST
 RL0016'213, 56.5 FEET SOUTHWEST OF POLE 2588-E-34, 63.2 FEET NORTHWEST
 RL0016'OF ANOTHER POLE, AND 29.4 FEET NORTHEAST OF THE TRACK.  A STATE
 RL0016'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0016
 RL0016                          STATION RECOVERY (1985)
 RL0016
 RL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0016'MARK NOT FOUND.
 RL0016
 RL0016                          STATION RECOVERY (2007)
 RL0016
 RL0016'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0016'2 MILES EAST FROM COVINGTON ALONG THE ABANDONED DULUTH SOUTH SHORE AND
 RL0016'ATLANTIC RAILWAY. TO REACH FROM THE POST OFFICE IN COVINGTON, 0.6
 RL0016'MILES SOUTH ON HWY US-141, THEN 1.65 MILES EAST ALONG MURPHY ROAD TO
 RL0016'FIRE NUMBER 14399.
 RL0016'
 RL0016'120 FEET NORTH ON DRIVEWAY TO THE RAILWAY CROSSING, THEN 48 FEET WEST
 RL0016'NORTHWEST ALONG THE TRACK FROM THE CENTERLINE OF THE DRIVEWAY. 29.4
 RL0016'FEET NORTHEAST OF THE TRACK, 16 FEET NORTHEAST OF A 4 INCH SPRUCE, A
 RL0016'STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 RL0016'MARKED BY A WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0791 ***********************************************************************
 NE0791  DESIGNATION -  252 1/2
 NE0791  PID         -  NE0791
 NE0791  STATE/COUNTY-  MI/SHIAWASSEE
 NE0791  COUNTRY     -  US
 NE0791  USGS QUAD   -  DURAND (2017)
 NE0791
 NE0791                         *CURRENT SURVEY CONTROL
 NE0791  ______________________________________________________________________
 NE0791* NAD 83(1986) POSITION- 42 54 12.     (N) 083 59 45.     (W)   SCALED
 NE0791* NAVD 88 ORTHO HEIGHT -   243.547 (meters)      799.04  (feet) ADJUSTED
 NE0791  ______________________________________________________________________
 NE0791  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 NE0791  DYNAMIC HEIGHT  -        243.488 (meters)      798.84  (feet) COMP
 NE0791  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 NE0791
 NE0791  VERT ORDER      -  SECOND    CLASS 0
 NE0791
 NE0791.The horizontal coordinates were scaled from a map and have
 NE0791.an estimated accuracy of +/- 6 seconds.
 NE0791
 NE0791.The orthometric height was determined by differential leveling and
 NE0791.adjusted by the NATIONAL GEODETIC SURVEY
 NE0791.in June 1991.
 NE0791
 NE0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0791.GEOID18 height accuracy estimate available here.
 NE0791
 NE0791.Click photographs - Photos may exist for this station.
 NE0791
 NE0791.The dynamic height is computed by dividing the NAVD 88
 NE0791.geopotential number by the normal gravity value computed on the
 NE0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0791.degrees latitude (g = 980.6199 gals.).
 NE0791
 NE0791.The modeled gravity was interpolated from observed gravity values.
 NE0791
 NE0791;                    North         East    Units  Estimated Accuracy
 NE0791;SPC MI S     -   155,950.    4,030,280.      MT  (+/- 180 meters Scaled)
 NE0791
 NE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH554544(NAD 83)
 NE0791
 NE0791                          SUPERSEDED SURVEY CONTROL
 NE0791
 NE0791  NGVD 29 (??/??/92)  243.682  (m)          799.48   (f) ADJ UNCH    2 0
 NE0791
 NE0791.Superseded values are not recommended for survey control.
 NE0791
 NE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0791.See file dsdata.pdf to determine how the superseded data were derived.
 NE0791
 NE0791_MARKER: B = BOLT
 NE0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0791_STAMPING: 252 1/2
 NE0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0791+STABILITY: SURFACE MOTION
 NE0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0791+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2009
 NE0791
 NE0791  HISTORY     - Date     Condition        Report By
 NE0791  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0791  HISTORY     - 1967     GOOD             USGS
 NE0791  HISTORY     - 20090529 GOOD             MIDT
 NE0791
 NE0791                          STATION DESCRIPTION
 NE0791
 NE0791'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0791'0.8 MI SW FROM DURAND.
 NE0791'DURAND, SHIAWASSEE COUNTY, 0.8 MI. SW ALONG THE GRAND TRUNK
 NE0791'WESTERN RY. FROM THE STATION AT, T. 6 N., R. 4 E., IN THE NE 1/4
 NE0791'OF SEC. 21, 0.5 MI. NE OF MILEPOST 252, 225 FT. S. OF A RED
 NE0791'FARMHOUSE, 120 FT. N. OF A BATTERY CHAMBER, 47 FT. NW AND 6.1
 NE0791'FT. LOWER THAN THE N. RAIL OF THE N. TRACK, 4.0 FT. E. OF A
 NE0791'TRANSMISSION LINE POLE, 2.0 FT. SE OF RIGHT OF WAY FENCE, 1.0 FT.
 NE0791'SW OF A WITNESS POST, IN CONC. POST PROJ. 0.4 FT., A COPPER BOLT.
 NE0791
 NE0791                          STATION RECOVERY (2009)
 NE0791
 NE0791'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (ZJP)
 NE0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3076 ***********************************************************************
 AB3076  DESIGNATION -  25200
 AB3076  PID         -  AB3076
 AB3076  STATE/COUNTY-  MI/GENESEE
 AB3076  COUNTRY     -  US
 AB3076  USGS QUAD   -  GOODRICH (2017)
 AB3076
 AB3076                         *CURRENT SURVEY CONTROL
 AB3076  ______________________________________________________________________
 AB3076* NAD 83(2011) POSITION- 42 56 23.79781(N) 083 31 00.31317(W)   ADJUSTED
 AB3076* NAD 83(2011) ELLIP HT-   237.765 (meters)        (06/27/12)   ADJUSTED
 AB3076* NAD 83(2011) EPOCH   -  2010.00
 AB3076* NAVD 88 ORTHO HEIGHT -   272.01  (meters)      892.4   (feet) LEVELING
 AB3076  ______________________________________________________________________
 AB3076  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 AB3076  NAD 83(2011) X  -    528,055.911 (meters)                     COMP
 AB3076  NAD 83(2011) Y  - -4,646,767.211 (meters)                     COMP
 AB3076  NAD 83(2011) Z  -  4,322,781.926 (meters)                     COMP
 AB3076  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 AB3076  VERT ORDER      -  THIRD ?
 AB3076
 AB3076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3076  Standards:
 AB3076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3076  -------------------------------------------------------------------
 AB3076  NETWORK    1.13   2.12           0.50   0.42   1.08      0.01984336
 AB3076  -------------------------------------------------------------------
 AB3076  Click here for local accuracies and other accuracy information.
 AB3076
 AB3076.The horizontal coordinates were established by GPS observations
 AB3076.and adjusted by the National Geodetic Survey in June 2012.
 AB3076
 AB3076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3076.been affixed to the stable North American tectonic plate. See 
 AB3076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3076
 AB3076.The horizontal coordinates are valid at the epoch date displayed above
 AB3076.which is a decimal equivalence of Year/Month/Day.
 AB3076
 AB3076.The orthometric height was determined by differential leveling.
 AB3076.The vertical network tie was performed by a horz. field party for horz.
 AB3076.obs reductions. Reset procedures were used to establish the elevation.
 AB3076
 AB3076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3076.GEOID18 height accuracy estimate available here.
 AB3076
 AB3076.Click photographs - Photos may exist for this station.
 AB3076
 AB3076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3076
 AB3076.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3076
 AB3076.The ellipsoidal height was determined by GPS observations
 AB3076.and is referenced to NAD 83.
 AB3076
 AB3076. The following values were computed from the NAD 83(2011) position.
 AB3076
 AB3076;                    North         East     Units Scale Factor Converg.
 AB3076;SPC MI S     -   160,295.508 4,069,362.581   MT  0.99990734   +0 34 42.2
 AB3076;SPC MI S     -   525,903.90 13,350,927.10   iFT  0.99990734   +0 34 42.2
 AB3076;UTM  17      - 4,757,218.989   294,659.029   MT  1.00011875   -1 42 54.3
 AB3076
 AB3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3076!SPC MI S     -   0.99996271  x   0.99990734  =   0.99987006
 AB3076!UTM  17      -   0.99996271  x   1.00011875  =   1.00008146
 AB3076
 AB3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9465957218(NAD 83)
 AB3076
 AB3076                          SUPERSEDED SURVEY CONTROL
 AB3076
 AB3076  NAD 83(2007)-  42 56 23.79783(N)    083 31 00.31427(W) AD(2002.00) 0
 AB3076  ELLIP H (02/10/07)  237.779  (m)                       GP(2002.00)    
 AB3076  ELLIP H (07/12/02)  237.801  (m)                       GP(       ) 4 1
 AB3076  NAD 83(1994)-  42 56 23.79791(N)    083 31 00.31146(W) AD(       ) 1
 AB3076  NAD 83(1994)-  42 56 23.79790(N)    083 31 00.31135(W) AD(       ) 1
 AB3076  ELLIP H (05/02/96)  237.780  (m)                       GP(       ) 1 1
 AB3076
 AB3076.Superseded values are not recommended for survey control.
 AB3076
 AB3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3076.See file dsdata.pdf to determine how the superseded data were derived.
 AB3076
 AB3076_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3076_STAMPING: 25200 1994
 AB3076_MARK LOGO: MIDT
 AB3076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3076+STABILITY: SURFACE MOTION
 AB3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3076+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 AB3076
 AB3076  HISTORY     - Date     Condition        Report By
 AB3076  HISTORY     - 1994     MONUMENTED       MIDT
 AB3076  HISTORY     - 20070412 GOOD             ROWEIN
 AB3076  HISTORY     - 20150217 GOOD             COMPDA
 AB3076
 AB3076                          STATION DESCRIPTION
 AB3076
 AB3076'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3076'STATION IS LOCATED IN QUAD 420834 ON THE GOODRICH QUADRANGLE MAP.  IT
 AB3076'IS IN THE SOUTHEAST 1/4 SECTION 9, T-6-N, R-8-E, ATLAS TOWNSHIP. ABOUT
 AB3076'7.0 MI (11.3 KM) NORTHWEST OF ORTONVILLE, 6.5 MI (10.5 KM) SOUTH OF
 AB3076'DAVISON, 5.5 MI (8.9 KM) EAST OF GRAND BLANC, AND ON COUNTY ROAD
 AB3076'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3076'WITH STATE HIGHWAY M-15 ON THE SIDE SIDE OF DAVISON, GO SOUTH ALONG
 AB3076'HIGHWAY M-15 FOR 5.0 MI (8.0 KM) TO A T-ROAD RIGHT (PERRY ROAD) .
 AB3076'TURN RIGHT AND GO WEST ALONG PERRY ROAD FOR 0.5 MI (0.8 KM) TO THE
 AB3076'STATION ON THE LEFT AS DESCRIBED.  STATION IS 112.0 FT (34.1 M) EAST
 AB3076'FROM THE CENTER OF THE DRIVE TO HOUSE NUMBER 9490 PERRY ROAD, 62.0 FT
 AB3076'(18.9 M) EAST FROM THE EXTENDED EAST FACE OF HOUSE AT 9490 PERRY ROAD,
 AB3076'20.0 FT (6.1 M) NORTHWESTERLY FROM A TELEPHONE PEDESTAL WITH WOOD POST
 AB3076'PROTECTOR, 19.0 FT (5.8 M) SOUTH FROM CENTER OF PERRY ROAD, 3.0 FT
 AB3076'(0.9 M) NORTH FROM THE CENTER OF A DITCH AND 4.0 FT (1.2 M) NORTH FROM
 AB3076'A WITNESS POST.
 AB3076
 AB3076                          STATION RECOVERY (2007)
 AB3076
 AB3076'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 AB3076'THE STATION IS AS DESCRIBED. STATION IS AN ALUMINIUM DISK IN 12 INCH
 AB3076'DIAMETER CONCRETE MONUMENT.
 AB3076
 AB3076                          STATION RECOVERY (2015)
 AB3076
 AB3076'RECOVERY NOTE BY COMPASSDATA INC 2015 (NK)
 AB3076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3077 ***********************************************************************
 AB3077  DESIGNATION -  25201
 AB3077  PID         -  AB3077
 AB3077  STATE/COUNTY-  MI/GENESEE
 AB3077  COUNTRY     -  US
 AB3077  USGS QUAD   -  GOODRICH (2017)
 AB3077
 AB3077                         *CURRENT SURVEY CONTROL
 AB3077  ______________________________________________________________________
 AB3077* NAD 83(2011) POSITION- 42 56 24.76122(N) 083 30 17.10812(W)   ADJUSTED
 AB3077* NAD 83(2011) ELLIP HT-   236.271 (meters)        (06/27/12)   ADJUSTED
 AB3077* NAD 83(2011) EPOCH   -  2010.00
 AB3077* NAVD 88 ORTHO HEIGHT -   270.54  (meters)      887.6   (feet) LEVELING
 AB3077  ______________________________________________________________________
 AB3077  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 AB3077  NAD 83(2011) X  -    529,026.815 (meters)                     COMP
 AB3077  NAD 83(2011) Y  - -4,646,635.290 (meters)                     COMP
 AB3077  NAD 83(2011) Z  -  4,322,802.673 (meters)                     COMP
 AB3077  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 AB3077  VERT ORDER      -  THIRD ?
 AB3077
 AB3077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3077  Standards:
 AB3077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3077  -------------------------------------------------------------------
 AB3077  NETWORK    1.14   2.14           0.50   0.43   1.09      0.01399245
 AB3077  -------------------------------------------------------------------
 AB3077  Click here for local accuracies and other accuracy information.
 AB3077
 AB3077.The horizontal coordinates were established by GPS observations
 AB3077.and adjusted by the National Geodetic Survey in June 2012.
 AB3077
 AB3077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3077.been affixed to the stable North American tectonic plate. See 
 AB3077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3077
 AB3077.The horizontal coordinates are valid at the epoch date displayed above
 AB3077.which is a decimal equivalence of Year/Month/Day.
 AB3077
 AB3077.The orthometric height was determined by differential leveling.
 AB3077.The vertical network tie was performed by a horz. field party for horz.
 AB3077.obs reductions. Reset procedures were used to establish the elevation.
 AB3077
 AB3077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3077.GEOID18 height accuracy estimate available here.
 AB3077
 AB3077.Click photographs - Photos may exist for this station.
 AB3077
 AB3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3077
 AB3077.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3077
 AB3077.The ellipsoidal height was determined by GPS observations
 AB3077.and is referenced to NAD 83.
 AB3077
 AB3077. The following values were computed from the NAD 83(2011) position.
 AB3077
 AB3077;                    North         East     Units Scale Factor Converg.
 AB3077;SPC MI S     -   160,335.190 4,070,341.694   MT  0.99990734   +0 35 11.6
 AB3077;SPC MI S     -   526,034.09 13,354,139.42   iFT  0.99990734   +0 35 11.6
 AB3077;UTM  17      - 4,757,219.458   295,639.151   MT  1.00011381   -1 42 24.9
 AB3077
 AB3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3077!SPC MI S     -   0.99996295  x   0.99990734  =   0.99987029
 AB3077!UTM  17      -   0.99996295  x   1.00011381  =   1.00007675
 AB3077
 AB3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9563957219(NAD 83)
 AB3077
 AB3077                          SUPERSEDED SURVEY CONTROL
 AB3077
 AB3077  NAD 83(2007)-  42 56 24.76124(N)    083 30 17.10923(W) AD(2002.00) 0
 AB3077  ELLIP H (02/10/07)  236.284  (m)                       GP(2002.00)    
 AB3077  ELLIP H (07/12/02)  236.306  (m)                       GP(       ) 4 1
 AB3077  NAD 83(1994)-  42 56 24.76131(N)    083 30 17.10611(W) AD(       ) 1
 AB3077  NAD 83(1994)-  42 56 24.76129(N)    083 30 17.10600(W) AD(       ) 1
 AB3077  ELLIP H (05/02/96)  236.282  (m)                       GP(       ) 1 1
 AB3077
 AB3077.Superseded values are not recommended for survey control.
 AB3077
 AB3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3077.See file dsdata.pdf to determine how the superseded data were derived.
 AB3077
 AB3077_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3077_STAMPING: 25201 1994
 AB3077_MARK LOGO: MIDT
 AB3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3077+STABILITY: SURFACE MOTION
 AB3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3077+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3077
 AB3077  HISTORY     - Date     Condition        Report By
 AB3077  HISTORY     - 1994     MONUMENTED       MIDT
 AB3077  HISTORY     - 20070416 MARK NOT FOUND   ROWEIN
 AB3077
 AB3077                          STATION DESCRIPTION
 AB3077
 AB3077'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3077'STATION IS LOCATED IN QUAD 420834 ON THE GOODRICH QUADRANGLE MAP.  IT
 AB3077'IS IN THE NORTHEAST 1/4 SECTION 10, T-6-N, R-8-E, ATLAS TOWNSHIP.
 AB3077'ABOUT 6.5 MI (10.5 KM) SOUTH OF DAVISON, 6.0 MI (9.7 KM) EAST OF GRAND
 AB3077'BLANC, 1.5 MI (2.4 KM) NORTH OF GOODRICH, AND ON HIGHWAY RIGHT-OF-WAY.
 AB3077'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH STATE
 AB3077'HIGHWAY M-15 ON THE SOUTH SIDE OF DAVISON, GO SOUTH ALONG HIGHWAY M-15
 AB3077'FOR 5.0 MI (8.0 KM) TO A T-ROAD RIGHT (PERRY ROAD) AND THE STATION ON
 AB3077'THE LEFT.  STATION IS 79.3 FT (24.2 M) NORTHERLY FROM A UTILITY POLE,
 AB3077'27.5 FT (8.4 M) EAST FROM THE CENTER OF HIGHWAY M-15, 12.8 FT (3.9 M)
 AB3077'NORTH FROM THE CENTER OF PERRY ROAD EXTENDED EAST, 2.8 FT (0.9 M) EAST
 AB3077'FROM THE BACK OF CURB ALONG EAST SIDE OF HIGHWAY M-15, AND 3.0 FT (0.9
 AB3077'M) WEST FROM A WITNESS POST.
 AB3077
 AB3077                          STATION RECOVERY (2007)
 AB3077
 AB3077'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 AB3077'USING REFERENCE DISTANCE FROM CENTER LINE OF M-15 AND PERRY ROAD
 AB3077'PLACES LOCATION AT 1 +/- FOOT EAST OF EXISTING CONCRETE CURB. STEEL
 AB3077'GAURD RAIL IS ALSO IN PLACE. PROBED 18 INCHES TO 2 FEET DEEP AND COULD
 AB3077'NOT LOCATE STATION. THIS CURB COULD HAVE BEEN REPLACED AT ONE TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3078 ***********************************************************************
 AB3078  DESIGNATION -  25202
 AB3078  PID         -  AB3078
 AB3078  STATE/COUNTY-  MI/GENESEE
 AB3078  COUNTRY     -  US
 AB3078  USGS QUAD   -  DAVISON (2017)
 AB3078
 AB3078                         *CURRENT SURVEY CONTROL
 AB3078  ______________________________________________________________________
 AB3078* NAD 83(2011) POSITION- 43 00 40.94884(N) 083 31 07.20718(W)   ADJUSTED
 AB3078* NAD 83(2011) ELLIP HT-   215.408 (meters)        (06/27/12)   ADJUSTED
 AB3078* NAD 83(2011) EPOCH   -  2010.00
 AB3078* NAVD 88 ORTHO HEIGHT -   249.65  (meters)      819.1   (feet) LEVELING
 AB3078  ______________________________________________________________________
 AB3078  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 AB3078  NAD 83(2011) X  -    527,288.115 (meters)                     COMP
 AB3078  NAD 83(2011) Y  - -4,641,393.515 (meters)                     COMP
 AB3078  NAD 83(2011) Z  -  4,328,572.784 (meters)                     COMP
 AB3078  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 AB3078  VERT ORDER      -  THIRD ?
 AB3078
 AB3078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3078  Standards:
 AB3078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3078  -------------------------------------------------------------------
 AB3078  NETWORK    1.11   2.12           0.49   0.41   1.08      0.03192174
 AB3078  -------------------------------------------------------------------
 AB3078  Click here for local accuracies and other accuracy information.
 AB3078
 AB3078.The horizontal coordinates were established by GPS observations
 AB3078.and adjusted by the National Geodetic Survey in June 2012.
 AB3078
 AB3078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3078.been affixed to the stable North American tectonic plate. See 
 AB3078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3078
 AB3078.The horizontal coordinates are valid at the epoch date displayed above
 AB3078.which is a decimal equivalence of Year/Month/Day.
 AB3078
 AB3078.The orthometric height was determined by differential leveling.
 AB3078.The vertical network tie was performed by a horz. field party for horz.
 AB3078.obs reductions. Reset procedures were used to establish the elevation.
 AB3078
 AB3078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3078.GEOID18 height accuracy estimate available here.
 AB3078
 AB3078.Click photographs - Photos may exist for this station.
 AB3078
 AB3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3078
 AB3078.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3078
 AB3078.The ellipsoidal height was determined by GPS observations
 AB3078.and is referenced to NAD 83.
 AB3078
 AB3078. The following values were computed from the NAD 83(2011) position.
 AB3078
 AB3078;                    North         East     Units Scale Factor Converg.
 AB3078;SPC MI S     -   168,228.215 4,069,126.383   MT  0.99990930   +0 34 37.5
 AB3078;SPC MI S     -   551,929.84 13,350,152.18   iFT  0.99990930   +0 34 37.5
 AB3078;UTM  17      - 4,765,156.462   294,740.649   MT  1.00011833   -1 43 07.3
 AB3078
 AB3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3078!SPC MI S     -   0.99996622  x   0.99990930  =   0.99987552
 AB3078!UTM  17      -   0.99996622  x   1.00011833  =   1.00008455
 AB3078
 AB3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9474065156(NAD 83)
 AB3078
 AB3078                          SUPERSEDED SURVEY CONTROL
 AB3078
 AB3078  NAD 83(2007)-  43 00 40.94886(N)    083 31 07.20830(W) AD(2002.00) 0
 AB3078  ELLIP H (02/10/07)  215.421  (m)                       GP(2002.00)    
 AB3078  ELLIP H (07/12/02)  215.445  (m)                       GP(       ) 4 1
 AB3078  NAD 83(1994)-  43 00 40.94895(N)    083 31 07.20566(W) AD(       ) 1
 AB3078  ELLIP H (02/03/97)  215.423  (m)                       GP(       ) 4 1
 AB3078  NAD 83(1994)-  43 00 40.94893(N)    083 31 07.20553(W) AD(       ) 1
 AB3078  ELLIP H (05/02/96)  215.424  (m)                       GP(       ) 1 1
 AB3078
 AB3078.Superseded values are not recommended for survey control.
 AB3078
 AB3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3078.See file dsdata.pdf to determine how the superseded data were derived.
 AB3078
 AB3078_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3078_STAMPING: 25202
 AB3078_MARK LOGO: MIDT
 AB3078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3078+STABILITY: SURFACE MOTION
 AB3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3078+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3078
 AB3078  HISTORY     - Date     Condition        Report By
 AB3078  HISTORY     - 1994     MONUMENTED       MIDT
 AB3078  HISTORY     - 20070406 MARK NOT FOUND   ROWEIN
 AB3078
 AB3078                          STATION DESCRIPTION
 AB3078
 AB3078'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3078'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUADRANGLE MAP.  IT
 AB3078'IS IN THE SOUTHEAST 1/4 SECTION 16, T-7-N, R-8-E, DAVISON TOWNSHIP.
 AB3078'ABOUT 11.0 MI (17.7 KM) WEST OF LAPEER, 9.0 MI (14.5 KM) EAST OF
 AB3078'FLINT, 1.5 MI (2.4 KM) SOUTH OF DAVISON, AND ON HIGHWAY RIGHT-OF-WAY.
 AB3078'STATION IS AT THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH STATE
 AB3078'HIGHWAY M-15 ON THE SOUTH SIDE OF DAVISON, IN THE MEDIAN OF INTERSTATE
 AB3078'HIGHWAY 69.  ABOUT 200.0 FT (61.0 M) WEST OF INTERSTATE HIGHWAY 69
 AB3078'BRIDGE OVER STATE HIGHWAY M-15 AND NEAR THE GAURDRAIL ALONG THE NORTH
 AB3078'SIDE OF EASTBOUND TRAFFIC LANES.  STATION IS 79.4 FT (24.2 M) SOUTH
 AB3078'FROM THE SOUTH EDGE OF CONCRETE OF WESTBOUND INTERSTATE 69, 54.1 FT
 AB3078'(16.5 M) EAST FROM THE WEST MOST GUARDRAIL END POST, 17.5 FT (5.3 M)
 AB3078'EAST FROM THE WEST END POST FOR THE BOTTOM RAIL OF GAURDRAIL, 14.1 FT
 AB3078'(4.3 M) NORTH FROM THE NORTH EDGE OF CONCRETE OF EASTBOUND INTERSTATE
 AB3078'HIGHWAY 69, AND 2.0 FT (0.6 M) NORTH FROM A CARSONITE WITNESS POST.
 AB3078
 AB3078                          STATION RECOVERY (2007)
 AB3078
 AB3078'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 AB3078'USING DISTANCES IN THE DESCRIPTION FROM THE BRIDGE AND GAURD RAIL THE
 AB3078'SEARCH AREA IS ABOUT 8 FEET LONG, EAST AND WEST. MEASURING NORTH AND
 AB3078'SOUTH FROM THE EDGE OF NEW CONCRETE ROADWAY, NOT CONCRETE SHOULDERS,
 AB3078'THE SEARCH AREA IS WITHIN 0.4 FEAT NORTH AND SOUTH. FOUND MARKER,
 AB3078'BROKEN, 50 FEET +/- FROM THIS LOCATION. PROBED 18 INCHES DEEP AND
 AB3078'FOUND NOTHING. THERE HAS BEEN GRADING IN THE MEDIAN DURING 2006 TOTAL
 AB3078'RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3079 ***********************************************************************
 AB3079  DESIGNATION -  25203
 AB3079  PID         -  AB3079
 AB3079  STATE/COUNTY-  MI/GENESEE
 AB3079  COUNTRY     -  US
 AB3079  USGS QUAD   -  DAVISON (2017)
 AB3079
 AB3079                         *CURRENT SURVEY CONTROL
 AB3079  ______________________________________________________________________
 AB3079* NAD 83(2011) POSITION- 43 00 42.28366(N) 083 30 09.42022(W)   ADJUSTED
 AB3079* NAD 83(2011) ELLIP HT-   217.086 (meters)        (06/27/12)   ADJUSTED
 AB3079* NAD 83(2011) EPOCH   -  2010.00
 AB3079* NAVD 88 ORTHO HEIGHT -   251.35  (meters)      824.6   (feet) LEVELING
 AB3079  ______________________________________________________________________
 AB3079  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 AB3079  NAD 83(2011) X  -    528,585.382 (meters)                     COMP
 AB3079  NAD 83(2011) Y  - -4,641,218.908 (meters)                     COMP
 AB3079  NAD 83(2011) Z  -  4,328,604.050 (meters)                     COMP
 AB3079  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 AB3079  VERT ORDER      -  THIRD ?
 AB3079
 AB3079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3079  Standards:
 AB3079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3079  -------------------------------------------------------------------
 AB3079  NETWORK    1.13   2.16           0.50   0.42   1.10      0.02112090
 AB3079  -------------------------------------------------------------------
 AB3079  Click here for local accuracies and other accuracy information.
 AB3079
 AB3079.The horizontal coordinates were established by GPS observations
 AB3079.and adjusted by the National Geodetic Survey in June 2012.
 AB3079
 AB3079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3079.been affixed to the stable North American tectonic plate. See 
 AB3079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3079
 AB3079.The horizontal coordinates are valid at the epoch date displayed above
 AB3079.which is a decimal equivalence of Year/Month/Day.
 AB3079
 AB3079.The orthometric height was determined by differential leveling.
 AB3079.The vertical network tie was performed by a horz. field party for horz.
 AB3079.obs reductions. Reset procedures were used to establish the elevation.
 AB3079
 AB3079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3079.GEOID18 height accuracy estimate available here.
 AB3079
 AB3079.Click photographs - Photos may exist for this station.
 AB3079
 AB3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3079
 AB3079.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3079
 AB3079.The ellipsoidal height was determined by GPS observations
 AB3079.and is referenced to NAD 83.
 AB3079
 AB3079. The following values were computed from the NAD 83(2011) position.
 AB3079
 AB3079;                    North         East     Units Scale Factor Converg.
 AB3079;SPC MI S     -   168,282.704 4,070,434.422   MT  0.99990932   +0 35 16.8
 AB3079;SPC MI S     -   552,108.61 13,354,443.64   iFT  0.99990932   +0 35 16.8
 AB3079;UTM  17      - 4,765,158.511   296,050.091   MT  1.00011174   -1 42 27.9
 AB3079
 AB3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3079!SPC MI S     -   0.99996596  x   0.99990932  =   0.99987528
 AB3079!UTM  17      -   0.99996596  x   1.00011174  =   1.00007769
 AB3079
 AB3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9605065158(NAD 83)
 AB3079
 AB3079                          SUPERSEDED SURVEY CONTROL
 AB3079
 AB3079  NAD 83(2007)-  43 00 42.28368(N)    083 30 09.42133(W) AD(2002.00) 0
 AB3079  ELLIP H (02/10/07)  217.099  (m)                       GP(2002.00)    
 AB3079  ELLIP H (07/12/02)  217.120  (m)                       GP(       ) 4 1
 AB3079  NAD 83(1994)-  43 00 42.28375(N)    083 30 09.41831(W) AD(       ) 1
 AB3079  ELLIP H (02/03/97)  217.096  (m)                       GP(       ) 4 1
 AB3079  NAD 83(1994)-  43 00 42.28373(N)    083 30 09.41819(W) AD(       ) 1
 AB3079  ELLIP H (05/02/96)  217.097  (m)                       GP(       ) 1 1
 AB3079
 AB3079.Superseded values are not recommended for survey control.
 AB3079
 AB3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3079.See file dsdata.pdf to determine how the superseded data were derived.
 AB3079
 AB3079_MARKER: DD = SURVEY DISK
 AB3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3079_STAMPING: 25203 1994
 AB3079_MARK LOGO: MIDT
 AB3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3079+STABILITY: SURFACE MOTION
 AB3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3079+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3079
 AB3079  HISTORY     - Date     Condition        Report By
 AB3079  HISTORY     - 1994     MONUMENTED       MIDT
 AB3079  HISTORY     - 20070416 MARK NOT FOUND   ROWEIN
 AB3079
 AB3079                          STATION DESCRIPTION
 AB3079
 AB3079'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3079'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUADRANGLE MAP.  IT
 AB3079'IS IN THE SOUTHEAST 1/4 SECTION 15, T-7-N, R-8-E, DAVISON TOWNSHIP.
 AB3079'LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF FLINT, 10.0 MI (16.1 KM) WEST
 AB3079'OF LAPEER, 2.0 MI (3.2 KM) SOUTHEAST OF DAVISON, AN ON HIGHWAY
 AB3079'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3079'AND STATE HIGHWAY M-15 AT THE SOUTH SIDE OF DAVISON, GO EAST ALONG
 AB3079'INTERSTATE HIGHWAY 69 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT,
 AB3079'IN THE MEDIAN ON THE EAST SIDE OF A MEDIAN CROSSOVER FOR AUTHORIZED
 AB3079'VEHICLES.  STATION IS 69.2 FT (21.1 M) SOUTH FROM THE WESTBOUND
 AB3079'INTERSTATE HIGHWAY 69 SOUTH EDGE CONCRETE, 27.0 FT (8.2 M) EAST FROM
 AB3079'THE CENTER OF GRAVEL MEDIAN CROSSOVER, 24.5 FT (7.5 M) NORTH FROM
 AB3079'EASTBOUND INTERSTATE HIGHWAY 69 NORTH EDGE CONCRETE, 22.7 FT (6.9 M)
 AB3079'SOUTH FROM THE EAST END OF CONCRETE CULVERT UNDER MEDIAN CROSSOVER,
 AB3079'AND 3.0 FT (0.9 M) WEST FROM A CARSONITE WITNESS POST.
 AB3079
 AB3079                          STATION RECOVERY (2007)
 AB3079
 AB3079'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 AB3079'THE MEDIAN CROSSOVER WAS COMPLETELY REMOVED DURING TOTAL
 AB3079'RECONSTRUCTION IN 2006. A RE-ROUTE CROSSOVER WAS CONSTRUCTED AT THIS
 AB3079'LOCATION AND REMOVED ON COMPLETION OF ROAD RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5201 ***********************************************************************
 DL5201  DESIGNATION -  25302
 DL5201  PID         -  DL5201
 DL5201  STATE/COUNTY-  MI/GENESEE
 DL5201  COUNTRY     -  US
 DL5201  USGS QUAD   -  FLINT SOUTH (2017)
 DL5201
 DL5201                         *CURRENT SURVEY CONTROL
 DL5201  ______________________________________________________________________
 DL5201* NAD 83(1986) POSITION- 42 54 31.50   (N) 083 39 30.58   (W)   HD_HELD1
 DL5201* NAVD 88 ORTHO HEIGHT -   255.887 (meters)      839.52  (feet) ADJUSTED
 DL5201  ______________________________________________________________________
 DL5201  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 DL5201  DYNAMIC HEIGHT  -        255.817 (meters)      839.29  (feet) COMP
 DL5201  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 DL5201
 DL5201  VERT ORDER      -  FIRST     CLASS II
 DL5201
 DL5201.The horizontal coordinates were determined by differentially corrected
 DL5201.hand held GPS observations or other comparable positioning techniques
 DL5201.and have an estimated accuracy of +/- 3 meters.
 DL5201
 DL5201.The orthometric height was determined by differential leveling and
 DL5201.adjusted by the NATIONAL GEODETIC SURVEY
 DL5201.in October 2009.
 DL5201
 DL5201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5201.GEOID18 height accuracy estimate available here.
 DL5201
 DL5201.Click photographs - Photos may exist for this station.
 DL5201
 DL5201.The dynamic height is computed by dividing the NAVD 88
 DL5201.geopotential number by the normal gravity value computed on the
 DL5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5201.degrees latitude (g = 980.6199 gals.).
 DL5201
 DL5201.The modeled gravity was interpolated from observed gravity values.
 DL5201
 DL5201;                    North         East    Units  Estimated Accuracy
 DL5201;SPC MI S     -   156,723.6   4,057,824.4     MT  (+/- 3 meters HH1 GPS) 
 DL5201
 DL5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8298454110(NAD 83)
 DL5201
 DL5201                          SUPERSEDED SURVEY CONTROL
 DL5201
 DL5201.No superseded survey control is available for this station.
 DL5201
 DL5201_MARKER: DD = SURVEY DISK
 DL5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5201_STAMPING: 25302 2001
 DL5201_MARK LOGO: MIDT
 DL5201_PROJECTION: FLUSH
 DL5201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5201+STABILITY: SURFACE MOTION
 DL5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5201+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2014
 DL5201
 DL5201  HISTORY     - Date     Condition        Report By
 DL5201  HISTORY     - 2001     MONUMENTED       MIDT
 DL5201  HISTORY     - 20080429 GOOD             COLEM
 DL5201  HISTORY     - 20140610 GOOD             INDIV
 DL5201
 DL5201                          STATION DESCRIPTION
 DL5201
 DL5201'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5201'THE STATION IS LOCATED 2 MI (3.2 KM) SOUTHWEST OF GRAND BLANC, MI, IN
 DL5201'BETWEEN THE SOUTH BOUND LANES OF INTERSTATE 75 AND THE INTERSTATE 75
 DL5201'OFF RAMP TO DORT HIGHWAY.
 DL5201'
 DL5201'THE STATION IS 51 FT (15.5 M) SOUTHWEST OF EDGE OF PAVEMENT OF SOUTH
 DL5201'BOUND INTERSTATE 75, 44.5 FT (13.6 M) NORTHEAST OF EDGE OF PAVEMENT OF
 DL5201'INTERSTATE 75 OFF RAMP FOR DORT HIGHWAY, 37.5 FT (11.4 M) SOUTHEAST OF
 DL5201'12 INCH (30 CM) REINFORCED CULVERT PIPE, AND 3.3 FT (1.0 M) NORTHEAST
 DL5201'OF ORANGE CARSONITE WITNESS POST.
 DL5201
 DL5201                          STATION RECOVERY (2014)
 DL5201
 DL5201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JEK)
 DL5201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5202 ***********************************************************************
 DL5202  DESIGNATION -  25303
 DL5202  PID         -  DL5202
 DL5202  STATE/COUNTY-  MI/GENESEE
 DL5202  COUNTRY     -  US
 DL5202  USGS QUAD   -  FLINT SOUTH (2017)
 DL5202
 DL5202                         *CURRENT SURVEY CONTROL
 DL5202  ______________________________________________________________________
 DL5202* NAD 83(1986) POSITION- 42 54 44.67   (N) 083 40 09.79   (W)   HD_HELD1
 DL5202* NAVD 88 ORTHO HEIGHT -   263.248 (meters)      863.67  (feet) ADJUSTED
 DL5202  ______________________________________________________________________
 DL5202  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 DL5202  DYNAMIC HEIGHT  -        263.177 (meters)      863.44  (feet) COMP
 DL5202  MODELED GRAVITY -    980,342.3   (mgal)                       NAVD 88
 DL5202
 DL5202  VERT ORDER      -  FIRST     CLASS II
 DL5202
 DL5202.The horizontal coordinates were determined by differentially corrected
 DL5202.hand held GPS observations or other comparable positioning techniques
 DL5202.and have an estimated accuracy of +/- 3 meters.
 DL5202
 DL5202.The orthometric height was determined by differential leveling and
 DL5202.adjusted by the NATIONAL GEODETIC SURVEY
 DL5202.in October 2009.
 DL5202
 DL5202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5202.GEOID18 height accuracy estimate available here.
 DL5202
 DL5202.Click photographs - Photos may exist for this station.
 DL5202
 DL5202.The dynamic height is computed by dividing the NAVD 88
 DL5202.geopotential number by the normal gravity value computed on the
 DL5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5202.degrees latitude (g = 980.6199 gals.).
 DL5202
 DL5202.The modeled gravity was interpolated from observed gravity values.
 DL5202
 DL5202;                    North         East    Units  Estimated Accuracy
 DL5202;SPC MI S     -   157,122.5   4,056,931.7     MT  (+/- 3 meters HH1 GPS) 
 DL5202
 DL5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8210854545(NAD 83)
 DL5202
 DL5202                          SUPERSEDED SURVEY CONTROL
 DL5202
 DL5202.No superseded survey control is available for this station.
 DL5202
 DL5202_MARKER: DD = SURVEY DISK
 DL5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5202_STAMPING: 25303 2001
 DL5202_MARK LOGO: MIDT
 DL5202_PROJECTION: FLUSH
 DL5202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5202+STABILITY: SURFACE MOTION
 DL5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5202+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DL5202
 DL5202  HISTORY     - Date     Condition        Report By
 DL5202  HISTORY     - 2001     MONUMENTED       MIDT
 DL5202  HISTORY     - 20080401 GOOD             COLEM
 DL5202
 DL5202                          STATION DESCRIPTION
 DL5202
 DL5202'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5202'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH EAST
 DL5202'BLANC ROAD, LOCATED APPROXIMATELY 2.2 MI (3.5 KM) SOUTHWEST OF THE
 DL5202'CITY OF GRAND BLANC, MI, GO SOUTHEAST ON INTERSTATE 75 FOR 0.25 MI
 DL5202'(0.4 KM) TO THE STATION ON THE LEFT.
 DL5202'
 DL5202'THE STATION IS 1460 FT (445.0 M) SOUTH OF THE SOUTH END OF GRAND BLANC
 DL5202'ROAD BRIDGE OF SOUTHBOUND I-75, 150 FT (45.7 M) NORTHWEST OF EXTENDED
 DL5202'CENTERLINE OF MEDIAN CROSS-OVER, 42.5 FT (13.0 M) SOUTHWEST OF EDGE OF
 DL5202'PAVEMENT OF SOUTH BOUND I-75, AND 3.3 FT (1.0 M) NORTHEAST OF ORANGE
 DL5202'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5400 ***********************************************************************
 AA5400  DESIGNATION -  25313
 AA5400  PID         -  AA5400
 AA5400  STATE/COUNTY-  MI/OAKLAND
 AA5400  COUNTRY     -  US
 AA5400  USGS QUAD   -  ROYAL OAK (2017)
 AA5400
 AA5400                         *CURRENT SURVEY CONTROL
 AA5400  ______________________________________________________________________
 AA5400* NAD 83(2011) POSITION- 42 26 55.52789(N) 083 12 01.62559(W)   ADJUSTED
 AA5400* NAD 83(2011) ELLIP HT-   169.741 (meters)        (06/27/12)   ADJUSTED
 AA5400* NAD 83(2011) EPOCH   -  2010.00
 AA5400* NAVD 88 ORTHO HEIGHT -   203.8   (meters)      669.    (feet) GPS OBS
 AA5400  ______________________________________________________________________
 AA5400  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5400  GEOID HEIGHT    -         -34.17 (meters)                     GEOID93
 AA5400  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 AA5400  NAD 83(2011) X  -    558,075.061 (meters)                     COMP
 AA5400  NAD 83(2011) Y  - -4,680,471.806 (meters)                     COMP
 AA5400  NAD 83(2011) Z  -  4,282,630.905 (meters)                     COMP
 AA5400  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 AA5400
 AA5400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5400  Standards:
 AA5400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5400  -------------------------------------------------------------------
 AA5400  NETWORK    0.94   0.98           0.44   0.30   0.50      0.00012058
 AA5400  -------------------------------------------------------------------
 AA5400  Click here for local accuracies and other accuracy information.
 AA5400
 AA5400.The horizontal coordinates were established by GPS observations
 AA5400.and adjusted by the National Geodetic Survey in June 2012.
 AA5400
 AA5400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5400.been affixed to the stable North American tectonic plate. See 
 AA5400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5400
 AA5400.The horizontal coordinates are valid at the epoch date displayed above
 AA5400.which is a decimal equivalence of Year/Month/Day.
 AA5400
 AA5400.The orthometric height was determined by GPS observations and a
 AA5400.high-resolution geoid model.
 AA5400
 AA5400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5400.GEOID18 height accuracy estimate available here.
 AA5400
 AA5400.Click photographs - Photos may exist for this station.
 AA5400
 AA5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5400
 AA5400.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5400
 AA5400.The ellipsoidal height was determined by GPS observations
 AA5400.and is referenced to NAD 83.
 AA5400
 AA5400. The following values were computed from the NAD 83(2011) position.
 AA5400
 AA5400;                    North         East     Units Scale Factor Converg.
 AA5400;SPC MI S     -   106,050.147 4,095,930.727   MT  0.99993569   +0 47 37.1
 AA5400;SPC MI S     -   347,933.55 13,438,092.94   iFT  0.99993569   +0 47 37.1
 AA5400;UTM  17      - 4,701,949.083   319,045.814   MT  1.00000289   -1 29 08.0
 AA5400
 AA5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5400!SPC MI S     -   0.99997338  x   0.99993569  =   0.99990907
 AA5400!UTM  17      -   0.99997338  x   1.00000289  =   0.99997627
 AA5400
 AA5400:                Primary Azimuth Mark                     Grid Az
 AA5400:SPC MI S     -  87 252A                                  154 21 11.4
 AA5400:UTM  17      -  87 252A                                  156 37 56.5
 AA5400
 AA5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1904501949(NAD 83)
 AA5400
 AA5400|---------------------------------------------------------------------|
 AA5400| PID    Reference Object                     Distance      Geod. Az  |
 AA5400|                                                           dddmmss.s |
 AA5400| AA6848 87 252A                             492.637 METERS 1550848.5 |
 AA5400|---------------------------------------------------------------------|
 AA5400
 AA5400                          SUPERSEDED SURVEY CONTROL
 AA5400
 AA5400  NAD 83(2007)-  42 26 55.52784(N)    083 12 01.62669(W) AD(2002.00) 0
 AA5400  ELLIP H (02/10/07)  169.743  (m)                       GP(2002.00)    
 AA5400  ELLIP H (07/12/02)  169.775  (m)                       GP(       ) 4 1
 AA5400  NAD 83(1994)-  42 26 55.52783(N)    083 12 01.62665(W) AD(       ) 1
 AA5400  ELLIP H (02/03/97)  169.818  (m)                       GP(       ) 4 1
 AA5400  NAD 83(1986)-  42 26 55.53196(N)    083 12 01.65823(W) AD(       ) 1
 AA5400
 AA5400.Superseded values are not recommended for survey control.
 AA5400
 AA5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5400.See file dsdata.pdf to determine how the superseded data were derived.
 AA5400
 AA5400_MARKER: DD = SURVEY DISK
 AA5400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5400_STAMPING: 25313 1993
 AA5400_MARK LOGO: MI-125
 AA5400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5400+STABILITY: SURFACE MOTION
 AA5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5400+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5400
 AA5400  HISTORY     - Date     Condition        Report By
 AA5400  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5400  HISTORY     - 19940922 GOOD             WADTRI
 AA5400  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 AA5400  HISTORY     - 20060131 MARK NOT FOUND   INDIV
 AA5400
 AA5400                          STATION DESCRIPTION
 AA5400
 AA5400'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5400'INTERSTATE 696 TO EXIT 14 (TEN MILE ROAD EXIT), THENCE WEST ALONG TEN
 AA5400'MILE ROAD 1.5 MILES (2.4 KM) TO GREENFIELD ROAD, THENCE SOUTH 1.7
 AA5400'MILES (2.7 KM) ALONG GREENFIELD ROAD TO THE MONUMENT ON THE EAST SIDE
 AA5400'OF GREENFIELD ROAD. THE MONUMENT IS 36.5 FEET (11.1 M) EAST OF THE
 AA5400'CENTERLINE OF THE NORTH BOUND LANE OF GREENFIELD ROAD, 18.1 FEET (5.5
 AA5400'M) NORTH NORTHEAST OF A FIRE HYDRANT, 2.45 FEET (0.75 M) WEST OF THE
 AA5400'WEST EDGE OF A CONCRETE WALK, 44.03 FEET (13.42 M) SOUTHWEST FROM THE
 AA5400'SOUTHWEST CORNER OF A CONCRETE BLOCK SIGN BASE, AND 1 FOOT (0.3 M)
 AA5400'HIGHER THAN GREENFIELD ROAD.
 AA5400
 AA5400                          STATION RECOVERY (1994)
 AA5400
 AA5400'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5400'STATION IS ON THE SOUTH SIDE OF SOUTHFIELD, MICHIGAN JUST NORTH OF THE
 AA5400'OAKLAND-WAYNE COUNTY LINE. TO REACH FROM INTERSTATE 696 AND TEN MILE
 AA5400'ROAD (EXIT 14), GO WEST ALONG TEN MILE ROAD 1.5 MILESTO GREENFIELD
 AA5400'ROAD,  THENCE SOUTH 1.7 MILESALONG GREENFIELD ROAD TO THE MONUMENT ON
 AA5400'THE LEFT. THE STATION IS AN ALUMINUM CAP 'OAKLAND COUNTY REMON' SET IN
 AA5400'THE TOP OF AN 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 AA5400'MONUMENT IS 36.5 FEETEAST OF THE CENTERLINE OF NORTHBOUND GREENFIELD
 AA5400'ROAD,  18.1 FEETNORTH-NORTHEAST OF A FIRE HYDRANT, 2.45 FEETWEST OF
 AA5400'THE WEST EDGE OF A CONCRETE WALK, 44.03 FEETSOUTHWEST FROM THE
 AA5400'SOUTHWEST CORNER OF A CONCRETE BLOCK SIGN BASE AND 1 FOOTHIGHER THAN
 AA5400'GREENFIELD ROAD.
 AA5400
 AA5400                          STATION RECOVERY (2000)
 AA5400
 AA5400'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 AA5400'LANDSCAPE HAS BEEN CHANGED, ROCKS AND STONES ARE 12 TO 18 INCHES DEEP.
 AA5400'
 AA5400
 AA5400                          STATION RECOVERY (2006)
 AA5400
 AA5400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5203 ***********************************************************************
 DL5203  DESIGNATION -  25317
 DL5203  PID         -  DL5203
 DL5203  STATE/COUNTY-  MI/GENESEE
 DL5203  COUNTRY     -  US
 DL5203  USGS QUAD   -  FLINT SOUTH (2017)
 DL5203
 DL5203                         *CURRENT SURVEY CONTROL
 DL5203  ______________________________________________________________________
 DL5203* NAD 83(1986) POSITION- 42 55 45.38   (N) 083 40 50.67   (W)   HD_HELD1
 DL5203* NAVD 88 ORTHO HEIGHT -   250.997 (meters)      823.48  (feet) ADJUSTED
 DL5203  ______________________________________________________________________
 DL5203  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 DL5203  DYNAMIC HEIGHT  -        250.930 (meters)      823.26  (feet) COMP
 DL5203  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 DL5203
 DL5203  VERT ORDER      -  FIRST     CLASS II
 DL5203
 DL5203.The horizontal coordinates were determined by differentially corrected
 DL5203.hand held GPS observations or other comparable positioning techniques
 DL5203.and have an estimated accuracy of +/- 3 meters.
 DL5203
 DL5203.The orthometric height was determined by differential leveling and
 DL5203.adjusted by the NATIONAL GEODETIC SURVEY
 DL5203.in October 2009.
 DL5203
 DL5203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5203.GEOID18 height accuracy estimate available here.
 DL5203
 DL5203.Click photographs - Photos may exist for this station.
 DL5203
 DL5203.The dynamic height is computed by dividing the NAVD 88
 DL5203.geopotential number by the normal gravity value computed on the
 DL5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5203.degrees latitude (g = 980.6199 gals.).
 DL5203
 DL5203.The modeled gravity was interpolated from observed gravity values.
 DL5203
 DL5203;                    North         East    Units  Estimated Accuracy
 DL5203;SPC MI S     -   158,988.1   4,055,989.3     MT  (+/- 3 meters HH1 GPS) 
 DL5203
 DL5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8124056447(NAD 83)
 DL5203
 DL5203                          SUPERSEDED SURVEY CONTROL
 DL5203
 DL5203.No superseded survey control is available for this station.
 DL5203
 DL5203_MARKER: DD = SURVEY DISK
 DL5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5203_STAMPING: 25317
 DL5203_MARK LOGO: MIDT
 DL5203_PROJECTION: FLUSH
 DL5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5203+STABILITY: SURFACE MOTION
 DL5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5203+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 DL5203
 DL5203  HISTORY     - Date     Condition        Report By
 DL5203  HISTORY     - 2001     MONUMENTED       MIDT
 DL5203  HISTORY     - 20080401 GOOD             COLEM
 DL5203  HISTORY     - 20091221 GOOD             ROWEIN
 DL5203  HISTORY     - 20200813 GOOD             APSC
 DL5203
 DL5203                          STATION DESCRIPTION
 DL5203
 DL5203'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5203'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 WITH
 DL5203'INTERSTATE 75 (EXIT 111), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) WEST
 DL5203'OF GRAND BLANC, MI, GO NORTH ON INTERSTATE 475 FOR 0.5 MI (0.8 KM) TO
 DL5203'THE STATION ON THE RIGHT.
 DL5203'
 DL5203'THE STATION IS 183.5 FT (55.9 M) SOUTH OF WESTERLY POST FOR 'FOOD-EXIT
 DL5203'2' SIGN, 80.5 FT (24.5 M) SOUTH OF THE EXTENDED CENTERLINE OF EAST
 DL5203'REID ROAD, 41.5 FT (12.6 M) EAST OF THE CENTERLINE FOR INTERSTATE 475,
 DL5203'AND 3.3 FT (1.0 M) WEST OF ORANGE CARSONITE WITNESS POST.
 DL5203
 DL5203                          STATION RECOVERY (2009)
 DL5203
 DL5203'RECOVERY NOTE BY ROWE INCORPORATED 2009 (MWR)
 DL5203'RECOVERED IN GOOD CONDITION.
 DL5203
 DL5203                          STATION RECOVERY (2020)
 DL5203
 DL5203'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL5203'THE MARK IS 19.4 FT (5.9 M) EAST OF THE EAST EDGE OF THE CONCRETE
 DL5203'SHOULDER OF NORTHBOUND INTERSTATE 475, 31.6 FT (9.6 M) SOUTH OF THE
 DL5203'EAST END OF A 6 INCH (15 CM) PVC DRAIN PIPE (MARKED BY A 4 FT (1.2 M)
 DL5203'TALL REFLECTOR POST), 183.0 FT (55.8 M) SOUTH OF THE WEST LEG OF THE
 DL5203'FOOD EXIT 2 SIGN AND 299.7 FT (91.3 M) NORTH OF THE NORTH END OF A
 DL5203'GUARD RAIL ALONG THE EAST SIDE OF NORTH BOUND INTERSTATE 475.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5204 ***********************************************************************
 DL5204  DESIGNATION -  25318
 DL5204  PID         -  DL5204
 DL5204  STATE/COUNTY-  MI/GENESEE
 DL5204  COUNTRY     -  US
 DL5204  USGS QUAD   -  FLINT SOUTH (2017)
 DL5204
 DL5204                         *CURRENT SURVEY CONTROL
 DL5204  ______________________________________________________________________
 DL5204* NAD 83(2011) POSITION- 42 56 13.47835(N) 083 40 51.67777(W)   ADJUSTED
 DL5204* NAD 83(2011) ELLIP HT-   218.957 (meters)        (06/27/12)   ADJUSTED
 DL5204* NAD 83(2011) EPOCH   -  2010.00
 DL5204* NAVD 88 ORTHO HEIGHT -   253.001 (meters)      830.05  (feet) ADJUSTED
 DL5204  ______________________________________________________________________
 DL5204  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 DL5204  NAD 83(2011) X  -    514,753.763 (meters)                     COMP
 DL5204  NAD 83(2011) Y  - -4,648,463.990 (meters)                     COMP
 DL5204  NAD 83(2011) Z  -  4,322,535.976 (meters)                     COMP
 DL5204  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 DL5204  DYNAMIC HEIGHT  -        252.933 (meters)      829.83  (feet) COMP
 DL5204  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 DL5204
 DL5204  VERT ORDER      -  FIRST     CLASS II
 DL5204
 DL5204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5204  Standards:
 DL5204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5204  -------------------------------------------------------------------
 DL5204  NETWORK    0.30   0.49           0.14   0.09   0.25      0.00037120
 DL5204  -------------------------------------------------------------------
 DL5204  Click here for local accuracies and other accuracy information.
 DL5204
 DL5204.The horizontal coordinates were established by GPS observations
 DL5204.and adjusted by the National Geodetic Survey in June 2012.
 DL5204
 DL5204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5204.been affixed to the stable North American tectonic plate. See 
 DL5204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5204
 DL5204.The horizontal coordinates are valid at the epoch date displayed above
 DL5204.which is a decimal equivalence of Year/Month/Day.
 DL5204
 DL5204.The orthometric height was determined by differential leveling and
 DL5204.adjusted by the NATIONAL GEODETIC SURVEY
 DL5204.in October 2009.
 DL5204
 DL5204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5204.GEOID18 height accuracy estimate available here.
 DL5204
 DL5204.Click photographs - Photos may exist for this station.
 DL5204
 DL5204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5204
 DL5204.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5204
 DL5204.The ellipsoidal height was determined by GPS observations
 DL5204.and is referenced to NAD 83.
 DL5204
 DL5204.The dynamic height is computed by dividing the NAVD 88
 DL5204.geopotential number by the normal gravity value computed on the
 DL5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5204.degrees latitude (g = 980.6199 gals.).
 DL5204
 DL5204.The modeled gravity was interpolated from observed gravity values.
 DL5204
 DL5204. The following values were computed from the NAD 83(2011) position.
 DL5204
 DL5204;                    North         East     Units Scale Factor Converg.
 DL5204;SPC MI S     -   159,854.848 4,055,959.371   MT  0.99990729   +0 27 59.8
 DL5204;SPC MI S     -   524,458.16 13,306,953.32   iFT  0.99990729   +0 27 59.8
 DL5204;UTM  17      - 4,757,315.093   281,245.622   MT  1.00018874   -1 49 37.3
 DL5204
 DL5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5204!SPC MI S     -   0.99996566  x   0.99990729  =   0.99987296
 DL5204!UTM  17      -   0.99996566  x   1.00018874  =   1.00015440
 DL5204
 DL5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8124557315(NAD 83)
 DL5204
 DL5204                          SUPERSEDED SURVEY CONTROL
 DL5204
 DL5204  NAD 83(2007)-  42 56 13.47854(N)    083 40 51.67830(W) AD(2002.00) B
 DL5204  ELLIP H (10/23/09)  218.976  (m)                       GP(2002.00) 3 1
 DL5204
 DL5204.Superseded values are not recommended for survey control.
 DL5204
 DL5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5204.See file dsdata.pdf to determine how the superseded data were derived.
 DL5204
 DL5204_MARKER: DD = SURVEY DISK
 DL5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5204_STAMPING: 25318
 DL5204_MARK LOGO: MIDT
 DL5204_PROJECTION: FLUSH
 DL5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5204+STABILITY: SURFACE MOTION
 DL5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5204+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 DL5204
 DL5204  HISTORY     - Date     Condition        Report By
 DL5204  HISTORY     - 2001     MONUMENTED       MIDT
 DL5204  HISTORY     - 20080401 GOOD             COLEM
 DL5204  HISTORY     - 20091221 GOOD             ROWEIN
 DL5204  HISTORY     - 20200813 GOOD             APSC
 DL5204
 DL5204                          STATION DESCRIPTION
 DL5204
 DL5204'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5204'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE 475 WITH
 DL5204'INTERSTATE 75 (EXIT 111), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) WEST
 DL5204'OF THE CITY OF GRAND BLANC, MI, GO NORTH ON INTERSTATE 475 FOR 1.0 MI
 DL5204'(1.6 KM) TO THE STATION ON THE LEFT.
 DL5204'
 DL5204'THE STATION IS 121.5 FT (37.0 M) NORTH OF WEST POST OF --EXIT 2 HILL
 DL5204'ROAD-- SIGN, 61.5 FT (18.7 M) WEST OF A RIGHT-OF-WAY FENCE, AND 42.5
 DL5204'FT (13.0 M) EAST OF THE CENTERLINE OF INTERSTATE 475.
 DL5204
 DL5204                          STATION RECOVERY (2009)
 DL5204
 DL5204'RECOVERY NOTE BY ROWE INCORPORATED 2009 (MWR)
 DL5204'RECOVERED IN GOOD CONDITION.
 DL5204
 DL5204                          STATION RECOVERY (2020)
 DL5204
 DL5204'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL5204'THE STATION IS 20.1 FT (6.1 M) EAST OF THE EAST EDGE OF THE CONCRETE
 DL5204'SHOULDER OF NORTHBOUND INTERSTATE 475, 4.3 FT (1.3 M) WEST OF THE
 DL5204'BOTTOM OF BANK (DITCH CENTERLINE), 61.0 FT (18.6 M) WEST OF A 48 INCH
 DL5204'(122 CM) TALL WIRE RIGHT-OF-WAY FENCE ON THE TOP OF THE BANK, 31.7 FT
 DL5204'(9.7 M) SOUTH OF THE EAST END OF A 6 INCH (15 CM) PVC DRAIN PIPE
 DL5204'(MARKED BY A 4 FT (1.2 M) TALL REFLECTOR POST), 190.9 FT (58.2 M)
 DL5204'SOUTH OF THE WEST LEG OF THE 'EXIT 2 HILL ROAD' SIGN AND 1049.2 FT
 DL5204'(319.8 M) NORTH OF THE WEST LEG OF THE 'GAS EXIT 2 FOOD EXIT 2' SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5205 ***********************************************************************
 DL5205  DESIGNATION -  25319
 DL5205  PID         -  DL5205
 DL5205  STATE/COUNTY-  MI/GENESEE
 DL5205  COUNTRY     -  US
 DL5205  USGS QUAD   -  FLINT SOUTH (2017)
 DL5205
 DL5205                         *CURRENT SURVEY CONTROL
 DL5205  ______________________________________________________________________
 DL5205* NAD 83(1986) POSITION- 42 58 38.04   (N) 083 40 54.59   (W)   HD_HELD1
 DL5205* NAVD 88 ORTHO HEIGHT -   233.668 (meters)      766.63  (feet) ADJUSTED
 DL5205  ______________________________________________________________________
 DL5205  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 DL5205  DYNAMIC HEIGHT  -        233.607 (meters)      766.43  (feet) COMP
 DL5205  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 DL5205
 DL5205  VERT ORDER      -  FIRST     CLASS II
 DL5205
 DL5205.The horizontal coordinates were determined by differentially corrected
 DL5205.hand held GPS observations or other comparable positioning techniques
 DL5205.and have an estimated accuracy of +/- 3 meters.
 DL5205
 DL5205.The orthometric height was determined by differential leveling and
 DL5205.adjusted by the NATIONAL GEODETIC SURVEY
 DL5205.in October 2009.
 DL5205
 DL5205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5205.GEOID18 height accuracy estimate available here.
 DL5205
 DL5205.Click photographs - Photos may exist for this station.
 DL5205
 DL5205.The dynamic height is computed by dividing the NAVD 88
 DL5205.geopotential number by the normal gravity value computed on the
 DL5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5205.degrees latitude (g = 980.6199 gals.).
 DL5205
 DL5205.The modeled gravity was interpolated from observed gravity values.
 DL5205
 DL5205;                    North         East    Units  Estimated Accuracy
 DL5205;SPC MI S     -   164,314.8   4,055,857.1     MT  (+/- 3 meters HH1 GPS) 
 DL5205
 DL5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8132161776(NAD 83)
 DL5205
 DL5205                          SUPERSEDED SURVEY CONTROL
 DL5205
 DL5205.No superseded survey control is available for this station.
 DL5205
 DL5205_MARKER: DD = SURVEY DISK
 DL5205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5205_STAMPING: 25319
 DL5205_MARK LOGO: MIDT
 DL5205_PROJECTION: FLUSH
 DL5205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5205+STABILITY: SURFACE MOTION
 DL5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5205+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2009
 DL5205
 DL5205  HISTORY     - Date     Condition        Report By
 DL5205  HISTORY     - 2001     MONUMENTED       MIDT
 DL5205  HISTORY     - 20080401 GOOD             COLEM
 DL5205  HISTORY     - 20091221 GOOD             ROWEIN
 DL5205
 DL5205                          STATION DESCRIPTION
 DL5205
 DL5205'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5205'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE 475 WITH E
 DL5205'BRISTOL ROAD, LOCATED IN FLINT, MI, GO NORTH ON INTERSTATE 475 FOR 0.2
 DL5205'MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL5205'
 DL5205'THE STATION IS 177 FT (53.9 M) NORTHEAST OF A METAL POST FOR A --MILE
 DL5205'MARKER 4-- SIGN, 40 FT (12.2 M) WEST OF A RIGHT-OF-WAY FENCE, 23.3 FT
 DL5205'(7.1 M) EAST OF EDGE OF CONCRETE FOR INTERSTATE 475, AND 3.3 FT (1.0
 DL5205'M) WEST OF ORANGE WITNESS POST.
 DL5205
 DL5205                          STATION RECOVERY (2009)
 DL5205
 DL5205'RECOVERY NOTE BY ROWE INCORPORATED 2009 (MWR)
 DL5205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5206 ***********************************************************************
 DL5206  DESIGNATION -  25320
 DL5206  PID         -  DL5206
 DL5206  STATE/COUNTY-  MI/GENESEE
 DL5206  COUNTRY     -  US
 DL5206  USGS QUAD   -  FLINT SOUTH (2017)
 DL5206
 DL5206                         *CURRENT SURVEY CONTROL
 DL5206  ______________________________________________________________________
 DL5206* NAD 83(1986) POSITION- 42 59 10.27   (N) 083 40 57.83   (W)   HD_HELD1
 DL5206* NAVD 88 ORTHO HEIGHT -   236.626 (meters)      776.33  (feet) ADJUSTED
 DL5206  ______________________________________________________________________
 DL5206  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 DL5206  DYNAMIC HEIGHT  -        236.564 (meters)      776.13  (feet) COMP
 DL5206  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DL5206
 DL5206  VERT ORDER      -  FIRST     CLASS II
 DL5206
 DL5206.The horizontal coordinates were determined by differentially corrected
 DL5206.hand held GPS observations or other comparable positioning techniques
 DL5206.and have an estimated accuracy of +/- 3 meters.
 DL5206
 DL5206.The orthometric height was determined by differential leveling and
 DL5206.adjusted by the NATIONAL GEODETIC SURVEY
 DL5206.in October 2009.
 DL5206
 DL5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5206.GEOID18 height accuracy estimate available here.
 DL5206
 DL5206.Click photographs - Photos may exist for this station.
 DL5206
 DL5206.The dynamic height is computed by dividing the NAVD 88
 DL5206.geopotential number by the normal gravity value computed on the
 DL5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5206.degrees latitude (g = 980.6199 gals.).
 DL5206
 DL5206.The modeled gravity was interpolated from observed gravity values.
 DL5206
 DL5206;                    North         East    Units  Estimated Accuracy
 DL5206;SPC MI S     -   165,308.6   4,055,775.6     MT  (+/- 3 meters HH1 GPS) 
 DL5206
 DL5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8128062773(NAD 83)
 DL5206
 DL5206                          SUPERSEDED SURVEY CONTROL
 DL5206
 DL5206.No superseded survey control is available for this station.
 DL5206
 DL5206_MARKER: DD = SURVEY DISK
 DL5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5206_STAMPING: 25320
 DL5206_MARK LOGO: MIDT
 DL5206_PROJECTION: FLUSH
 DL5206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5206+STABILITY: SURFACE MOTION
 DL5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5206+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2009
 DL5206
 DL5206  HISTORY     - Date     Condition        Report By
 DL5206  HISTORY     - 2001     MONUMENTED       MIDT
 DL5206  HISTORY     - 20080401 GOOD             COLEM
 DL5206  HISTORY     - 20091222 GOOD             ROWEIN
 DL5206
 DL5206                          STATION DESCRIPTION
 DL5206
 DL5206'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5206'TO REACH THE STATION FORM INTERSTATE 475 WITH INTERSTATE 69 (EXIT
 DL5206'136), LOCATED IN THE CITY OF FLINT, MI, GO SOUTH ON INTERSTATE 475 FOR
 DL5206'1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.
 DL5206'
 DL5206'THE STATION IS 156 FT (47.5 M) SOUTH OF BASE FOR CANTILEVER SIGN, 52
 DL5206'FT (15.8 M) SOUTHEAST OF A RIGHT-OF-WAY FENCE, 12.5 FT (3.8 M)
 DL5206'NORTHWEST OF EDGE OF CONCRETE OF OFF-RAMP OF INTERSTATE 475 FOR SOUTH
 DL5206'GRAND TRAVERSE STREET, AND 3.3 FT (1.0 M) SOUTHEAST OF ORANGE
 DL5206'CARSONITE WITNESS POST.
 DL5206
 DL5206                          STATION RECOVERY (2009)
 DL5206
 DL5206'RECOVERY NOTE BY ROWE INCORPORATED 2009 (MWR)
 DL5206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5401 ***********************************************************************
 AA5401  DESIGNATION -  25364
 AA5401  PID         -  AA5401
 AA5401  STATE/COUNTY-  MI/OAKLAND
 AA5401  COUNTRY     -  US
 AA5401  USGS QUAD   -  HIGHLAND PARK (2017)
 AA5401
 AA5401                         *CURRENT SURVEY CONTROL
 AA5401  ______________________________________________________________________
 AA5401* NAD 83(2011) POSITION- 42 26 55.64375(N) 083 05 01.10938(W)   ADJUSTED
 AA5401* NAD 83(2011) ELLIP HT-   158.323 (meters)        (06/27/12)   ADJUSTED
 AA5401* NAD 83(2011) EPOCH   -  2010.00
 AA5401* NAVD 88 ORTHO HEIGHT -   192.790 (meters)      632.51  (feet) ADJUSTED
 AA5401  ______________________________________________________________________
 AA5401  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 AA5401  NAD 83(2011) X  -    567,614.762 (meters)                     COMP
 AA5401  NAD 83(2011) Y  - -4,679,313.562 (meters)                     COMP
 AA5401  NAD 83(2011) Z  -  4,282,625.837 (meters)                     COMP
 AA5401  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 AA5401  DYNAMIC HEIGHT  -        192.735 (meters)      632.33  (feet) COMP
 AA5401  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 AA5401
 AA5401  VERT ORDER      -  SECOND    CLASS I
 AA5401
 AA5401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5401  Standards:
 AA5401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5401  -------------------------------------------------------------------
 AA5401  NETWORK    0.82   0.86           0.39   0.25   0.44      0.08603596
 AA5401  -------------------------------------------------------------------
 AA5401  Click here for local accuracies and other accuracy information.
 AA5401
 AA5401.The horizontal coordinates were established by GPS observations
 AA5401.and adjusted by the National Geodetic Survey in June 2012.
 AA5401
 AA5401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5401.been affixed to the stable North American tectonic plate. See 
 AA5401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5401
 AA5401.The horizontal coordinates are valid at the epoch date displayed above
 AA5401.which is a decimal equivalence of Year/Month/Day.
 AA5401
 AA5401.The orthometric height was determined by differential leveling and
 AA5401.adjusted by the NATIONAL GEODETIC SURVEY
 AA5401.in July 2007.
 AA5401
 AA5401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5401.GEOID18 height accuracy estimate available here.
 AA5401
 AA5401.Click photographs - Photos may exist for this station.
 AA5401
 AA5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5401
 AA5401.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5401
 AA5401.The ellipsoidal height was determined by GPS observations
 AA5401.and is referenced to NAD 83.
 AA5401
 AA5401.The dynamic height is computed by dividing the NAVD 88
 AA5401.geopotential number by the normal gravity value computed on the
 AA5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5401.degrees latitude (g = 980.6199 gals.).
 AA5401
 AA5401.The modeled gravity was interpolated from observed gravity values.
 AA5401
 AA5401. The following values were computed from the NAD 83(2011) position.
 AA5401
 AA5401;                    North         East     Units Scale Factor Converg.
 AA5401;SPC MI S     -   106,193.481 4,105,538.545   MT  0.99993569   +0 52 23.3
 AA5401;SPC MI S     -   348,403.81 13,469,614.65   iFT  0.99993569   +0 52 23.3
 AA5401;UTM  17      - 4,701,710.150   328,652.174   MT  0.99996125   -1 24 24.0
 AA5401
 AA5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5401!SPC MI S     -   0.99997517  x   0.99993569  =   0.99991086
 AA5401!UTM  17      -   0.99997517  x   0.99996125  =   0.99993642
 AA5401
 AA5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2865201710(NAD 83)
 AA5401
 AA5401                          SUPERSEDED SURVEY CONTROL
 AA5401
 AA5401  NAD 83(2007)-  42 26 55.64386(N)    083 05 01.11038(W) AD(2002.00) 0
 AA5401  ELLIP H (02/10/07)  158.319  (m)                       GP(2002.00)    
 AA5401  ELLIP H (07/12/02)  158.349  (m)                       GP(       ) 4 1
 AA5401  NAD 83(1994)-  42 26 55.64390(N)    083 05 01.11039(W) AD(       ) 1
 AA5401  ELLIP H (02/03/97)  158.392  (m)                       GP(       ) 4 1
 AA5401  NAD 83(1986)-  42 26 55.64787(N)    083 05 01.14199(W) AD(       ) 1
 AA5401  NAVD 88 (04/30/95)  192.5    (m)  GEOID93  model used  GPS OBS        
 AA5401
 AA5401.Superseded values are not recommended for survey control.
 AA5401
 AA5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5401.See file dsdata.pdf to determine how the superseded data were derived.
 AA5401
 AA5401_MARKER: DD = SURVEY DISK
 AA5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5401_STAMPING: 25364
 AA5401_MARK LOGO: MI-125
 AA5401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5401+STABILITY: SURFACE MOTION
 AA5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5401+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 AA5401
 AA5401  HISTORY     - Date     Condition        Report By
 AA5401  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5401  HISTORY     - 20010331 GOOD             NGS
 AA5401  HISTORY     - 20021012 GOOD             USPSQD
 AA5401  HISTORY     - 20060131 GOOD             INDIV
 AA5401  HISTORY     - 20060428 GOOD             MIDT
 AA5401
 AA5401                          STATION DESCRIPTION
 AA5401
 AA5401'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5401'INTERSTATE 75 TO EXIT 63 (12 MILE ROAD EXIT), THENCE EAST ALONG TWELVE
 AA5401'MILE ROAD 1.6 MILES (2.6 KM) TO DEQUINDRE ROAD, THENCE SOUTH 3.94
 AA5401'MILES (6.34 KM) ALONG DEQUINDRE ROAD TO EAST GEORGE STREET AND THE
 AA5401'MONUMENT AT THE SOUTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT
 AA5401'IS 2.7 FEET (0.8 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK,
 AA5401'4.2 FEET (1.3 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 30.6
 AA5401'FEET (9.3 M) NORTH OF THE CENTERLINE OF A CONCRETE DRIVE, 11.6 FEET
 AA5401'(3.5 M) EAST OF A FENCE CORNER POLE, 49 FEET (14.9 M) WEST OF THE
 AA5401'CENTERLINE OF DEQUINDRE ROAD, AND 0.5 FEET (0.2 M) HIGHER THAN
 AA5401'DEQUINDRE ROAD.
 AA5401
 AA5401                          STATION RECOVERY (2001)
 AA5401
 AA5401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5401
 AA5401                          STATION RECOVERY (2002)
 AA5401
 AA5401'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AA5401'RECOVERED IN GOOD CONDITION.
 AA5401
 AA5401                          STATION RECOVERY (2006)
 AA5401
 AA5401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5401'RECOVERED IN GOOD CONDITION.
 AA5401
 AA5401                          STATION RECOVERY (2006)
 AA5401
 AA5401'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5401'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 AA5401'LOCATED 0.75 METERS WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0211 ***********************************************************************
 RJ0211  DESIGNATION -  254
 RJ0211  PID         -  RJ0211
 RJ0211  STATE/COUNTY-  MI/CHIPPEWA
 RJ0211  COUNTRY     -  US
 RJ0211  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0211
 RJ0211                         *CURRENT SURVEY CONTROL
 RJ0211  ______________________________________________________________________
 RJ0211* NAD 83(1986) POSITION- 46 19 27.     (N) 084 07 06.     (W)   SCALED
 RJ0211* NAVD 88 ORTHO HEIGHT -   179.082 (meters)      587.54  (feet) ADJUSTED
 RJ0211  ______________________________________________________________________
 RJ0211  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 RJ0211  DYNAMIC HEIGHT  -        179.092 (meters)      587.57  (feet) COMP
 RJ0211  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 RJ0211
 RJ0211  VERT ORDER      -  FIRST     CLASS I
 RJ0211
 RJ0211.The horizontal coordinates were scaled from a map and have
 RJ0211.an estimated accuracy of +/- 6 seconds.
 RJ0211
 RJ0211.The orthometric height was determined by differential leveling and
 RJ0211.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0211.in June 1991.
 RJ0211
 RJ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0211.GEOID18 height accuracy estimate available here.
 RJ0211
 RJ0211.Click photographs - Photos may exist for this station.
 RJ0211
 RJ0211.The dynamic height is computed by dividing the NAVD 88
 RJ0211.geopotential number by the normal gravity value computed on the
 RJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0211.degrees latitude (g = 980.6199 gals.).
 RJ0211
 RJ0211.The modeled gravity was interpolated from observed gravity values.
 RJ0211
 RJ0211;                    North         East    Units  Estimated Accuracy
 RJ0211;SPC MI N     -   175,290.    8,221,850.      MT  (+/- 180 meters Scaled)
 RJ0211
 RJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS218341(NAD 83)
 RJ0211
 RJ0211                          SUPERSEDED SURVEY CONTROL
 RJ0211
 RJ0211  NGVD 29 (??/??/92)  179.065  (m)          587.48   (f) ADJ UNCH    1 1
 RJ0211
 RJ0211.Superseded values are not recommended for survey control.
 RJ0211
 RJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0211.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0211
 RJ0211_MARKER: Z = SEE DESCRIPTION
 RJ0211_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0211+WITH SETTING: INTO GROUND
 RJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0211+STABILITY: SURFACE MOTION
 RJ0211
 RJ0211  HISTORY     - Date     Condition        Report By
 RJ0211  HISTORY     - 1969     MONUMENTED       NONE
 RJ0211  HISTORY     - 1969     GOOD             USLS
 RJ0211  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0211
 RJ0211                          STATION DESCRIPTION
 RJ0211
 RJ0211'DESCRIBED BY US LAKE SURVEY 1969
 RJ0211'AT SUGAR ISLAND.
 RJ0211'254 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON HARDWOOD
 RJ0211'POINT, FROM FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD,
 RJ0211'TURN RIGHT, GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST,
 RJ0211'TURN LEFT, GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST,
 RJ0211'TURN RIGHT, GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST,
 RJ0211'TURN RIGHT AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN
 RJ0211'SOUTH 1.6 MILES, THEN SOUTHEAST 3.1 MILES TO DRIVEWAY LEADING
 RJ0211'TO THE DOAKS RESIDENCE, 24 FEET WEST OF CENTERLINE OF ROAD ON
 RJ0211'EXTENDED CENTERLINE OF DRIVEWAY, 13.7 FEET NORTHWEST OF WESTERLY
 RJ0211'END OF A GALVANIZED STEEL CULVERT, 7.1 FEET NORTH OF UTILITY
 RJ0211'POLE NO. SU1-254, 1-FOOT BELOW THE GROUND SURFACE, BEING THE
 RJ0211'HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER STEEL ROD, 8 FEET
 RJ0211'LONG.
 RJ0211
 RJ0211                          STATION RECOVERY (1983)
 RJ0211
 RJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0211'NOT RECOVERED, POWERLINE POLES APPEAR TO HAVE BEEN CHANGED, A
 RJ0211'PROLONGED ATTEMPT WAS MADE TO RECOVER THIS BENCH MARK WITH LOCAL
 RJ0211'RESIDENTS ASSISTING BUT TO NO AVAIL, POSSIBLY COVERED OVER WITH FILL
 RJ0211'FROM A BAR DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0785 ***********************************************************************
 NE0785  DESIGNATION -  255 1/2
 NE0785  PID         -  NE0785
 NE0785  STATE/COUNTY-  MI/SHIAWASSEE
 NE0785  COUNTRY     -  US
 NE0785  USGS QUAD   -  DURAND (2017)
 NE0785
 NE0785                         *CURRENT SURVEY CONTROL
 NE0785  ______________________________________________________________________
 NE0785* NAD 83(1986) POSITION- 42 55 14.     (N) 083 56 31.     (W)   SCALED
 NE0785* NAVD 88 ORTHO HEIGHT -   240.079 (meters)      787.66  (feet) ADJUSTED
 NE0785  ______________________________________________________________________
 NE0785  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 NE0785  DYNAMIC HEIGHT  -        240.019 (meters)      787.46  (feet) COMP
 NE0785  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 NE0785
 NE0785  VERT ORDER      -  SECOND    CLASS 0
 NE0785
 NE0785.The horizontal coordinates were scaled from a map and have
 NE0785.an estimated accuracy of +/- 6 seconds.
 NE0785
 NE0785.The orthometric height was determined by differential leveling and
 NE0785.adjusted by the NATIONAL GEODETIC SURVEY
 NE0785.in June 1991.
 NE0785
 NE0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0785.GEOID18 height accuracy estimate available here.
 NE0785
 NE0785.Click photographs - Photos may exist for this station.
 NE0785
 NE0785.The dynamic height is computed by dividing the NAVD 88
 NE0785.geopotential number by the normal gravity value computed on the
 NE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0785.degrees latitude (g = 980.6199 gals.).
 NE0785
 NE0785.The modeled gravity was interpolated from observed gravity values.
 NE0785
 NE0785;                    North         East    Units  Estimated Accuracy
 NE0785;SPC MI S     -   157,880.    4,034,670.      MT  (+/- 180 meters Scaled)
 NE0785
 NE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH598561(NAD 83)
 NE0785
 NE0785                          SUPERSEDED SURVEY CONTROL
 NE0785
 NE0785  NGVD 29 (??/??/92)  240.215  (m)          788.11   (f) ADJ UNCH    2 0
 NE0785
 NE0785.Superseded values are not recommended for survey control.
 NE0785
 NE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0785.See file dsdata.pdf to determine how the superseded data were derived.
 NE0785
 NE0785_MARKER: B = BOLT
 NE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0785_STAMPING: 255-1/2
 NE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0785+STABILITY: SURFACE MOTION
 NE0785
 NE0785  HISTORY     - Date     Condition        Report By
 NE0785  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0785  HISTORY     - 1934     GOOD             CGS
 NE0785
 NE0785                          STATION DESCRIPTION
 NE0785
 NE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0785'2.2 MI E FROM DURAND.
 NE0785'2.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0785'STATION AT DURAND, SHIAWASSEE COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0785'C 255, 600 YARDS EAST OF A ROAD CROSSING, 35.6 FEET NORTH OF
 NE0785'THE NORTH RAIL OF THE NORTH TRACK, AND 5.1 FEET EAST OF THE
 NE0785'JUNCTION OF A PROPERTY LINE LEADING NORTH WITH THE RIGHT-OF-WAY
 NE0785'FENCE.  A COPPER BOLT, STAMPED 255-1/2 AND SET IN THE TOP OF A
 NE0785'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4910 ***********************************************************************
 DL4910  DESIGNATION -  25600
 DL4910  PID         -  DL4910
 DL4910  STATE/COUNTY-  MI/GENESEE
 DL4910  COUNTRY     -  US
 DL4910  USGS QUAD   -  DURAND (2017)
 DL4910
 DL4910                         *CURRENT SURVEY CONTROL
 DL4910  ______________________________________________________________________
 DL4910* NAD 83(1986) POSITION- 42 57 23.73   (N) 083 55 12.63   (W)   HD_HELD1
 DL4910* NAVD 88 ORTHO HEIGHT -   250.700 (meters)      822.50  (feet) ADJUSTED
 DL4910  ______________________________________________________________________
 DL4910  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 DL4910  DYNAMIC HEIGHT  -        250.638 (meters)      822.30  (feet) COMP
 DL4910  MODELED GRAVITY -    980,367.0   (mgal)                       NAVD 88
 DL4910
 DL4910  VERT ORDER      -  FIRST     CLASS II
 DL4910
 DL4910.The horizontal coordinates were determined by differentially corrected
 DL4910.hand held GPS observations or other comparable positioning techniques
 DL4910.and have an estimated accuracy of +/- 3 meters.
 DL4910
 DL4910.The orthometric height was determined by differential leveling and
 DL4910.adjusted by the NATIONAL GEODETIC SURVEY
 DL4910.in October 2009.
 DL4910
 DL4910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4910.GEOID18 height accuracy estimate available here.
 DL4910
 DL4910.Click photographs - Photos may exist for this station.
 DL4910
 DL4910.The dynamic height is computed by dividing the NAVD 88
 DL4910.geopotential number by the normal gravity value computed on the
 DL4910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4910.degrees latitude (g = 980.6199 gals.).
 DL4910
 DL4910.The modeled gravity was interpolated from observed gravity values.
 DL4910
 DL4910;                    North         East    Units  Estimated Accuracy
 DL4910;SPC MI S     -   161,891.3   4,036,429.4     MT  (+/- 3 meters HH1 GPS) 
 DL4910
 DL4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6180660132(NAD 83)
 DL4910
 DL4910                          SUPERSEDED SURVEY CONTROL
 DL4910
 DL4910.No superseded survey control is available for this station.
 DL4910
 DL4910_MARKER: DD = SURVEY DISK
 DL4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4910_STAMPING: 25600 2008
 DL4910_MARK LOGO: MIDT
 DL4910_PROJECTION: FLUSH
 DL4910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4910+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DL4910
 DL4910  HISTORY     - Date     Condition        Report By
 DL4910  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4910
 DL4910                          STATION DESCRIPTION
 DL4910
 DL4910'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4910'THE STATION IS LOCATED ON THE WEST SIDE OF THE JUNCTION OF LANSING
 DL4910'ROAD WITH MILLER ROAD, APPROXIMATELY 12.5 MI (20.1 KM) WEST-SOUTHWEST
 DL4910'OF THE CITY OF FLINT, MI.
 DL4910'
 DL4910'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH HIGHWAY 71, 1.3
 DL4910'MI (2.1 KM) NORTHWEST OF DURAND, GO SOUTHEAST ON HIGHWAY 71 FOR 0.1 MI
 DL4910'(0.2 KM) TO THE JUNCTION OF HIGHWAY 71 WITH LANSING ROAD, GO EAST ON
 DL4910'LANSING ROAD FOR 4.9 MI (7.9 KM) AND THE STATION ON THE LEFT.
 DL4910'
 DL4910'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4910'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4910'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4910'
 DL4910'THE STATION IS 49 FT (14.9 M) WEST OF A MAILBOX --2274--, 26' NORTH OF
 DL4910'EDGE OF PAVEMENT OF LANSING ROAD, 22 FT (6.7 M) SOUTH OF EDGE OF
 DL4910'GRAVEL OF MILLER ROAD, AND 3 FT (0.9 M) NORTH OF AN ORANGE CARSONITE
 DL4910'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4911 ***********************************************************************
 DL4911  DESIGNATION -  25601
 DL4911  PID         -  DL4911
 DL4911  STATE/COUNTY-  MI/GENESEE
 DL4911  COUNTRY     -  US
 DL4911  USGS QUAD   -  DURAND (2017)
 DL4911
 DL4911                         *CURRENT SURVEY CONTROL
 DL4911  ______________________________________________________________________
 DL4911* NAD 83(2011) POSITION- 42 57 25.72716(N) 083 53 23.99000(W)   ADJUSTED
 DL4911* NAD 83(2011) ELLIP HT-   212.189 (meters)        (06/27/12)   ADJUSTED
 DL4911* NAD 83(2011) EPOCH   -  2010.00
 DL4911* NAVD 88 ORTHO HEIGHT -   245.842 (meters)      806.57  (feet) ADJUSTED
 DL4911  ______________________________________________________________________
 DL4911  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 DL4911  NAD 83(2011) X  -    497,633.762 (meters)                     COMP
 DL4911  NAD 83(2011) Y  - -4,648,795.169 (meters)                     COMP
 DL4911  NAD 83(2011) Z  -  4,324,163.385 (meters)                     COMP
 DL4911  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 DL4911  DYNAMIC HEIGHT  -        245.781 (meters)      806.37  (feet) COMP
 DL4911  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 DL4911
 DL4911  VERT ORDER      -  FIRST     CLASS II
 DL4911
 DL4911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4911  Standards:
 DL4911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4911  -------------------------------------------------------------------
 DL4911  NETWORK    0.30   0.47           0.14   0.10   0.24     -0.03937793
 DL4911  -------------------------------------------------------------------
 DL4911  Click here for local accuracies and other accuracy information.
 DL4911
 DL4911.The horizontal coordinates were established by GPS observations
 DL4911.and adjusted by the National Geodetic Survey in June 2012.
 DL4911
 DL4911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4911.been affixed to the stable North American tectonic plate. See 
 DL4911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4911
 DL4911.The horizontal coordinates are valid at the epoch date displayed above
 DL4911.which is a decimal equivalence of Year/Month/Day.
 DL4911
 DL4911.The orthometric height was determined by differential leveling and
 DL4911.adjusted by the NATIONAL GEODETIC SURVEY
 DL4911.in October 2009.
 DL4911
 DL4911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4911.GEOID18 height accuracy estimate available here.
 DL4911
 DL4911.Click photographs - Photos may exist for this station.
 DL4911
 DL4911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4911
 DL4911.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4911
 DL4911.The ellipsoidal height was determined by GPS observations
 DL4911.and is referenced to NAD 83.
 DL4911
 DL4911.The dynamic height is computed by dividing the NAVD 88
 DL4911.geopotential number by the normal gravity value computed on the
 DL4911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4911.degrees latitude (g = 980.6199 gals.).
 DL4911
 DL4911.The modeled gravity was interpolated from observed gravity values.
 DL4911
 DL4911. The following values were computed from the NAD 83(2011) position.
 DL4911
 DL4911;                    North         East     Units Scale Factor Converg.
 DL4911;SPC MI S     -   161,966.387 4,038,891.289   MT  0.99990767   +0 19 27.8
 DL4911;SPC MI S     -   531,385.78 13,250,955.67   iFT  0.99990767   +0 19 27.8
 DL4911;UTM  17      - 4,760,109.087   264,270.176   MT  1.00028367   -1 58 13.1
 DL4911
 DL4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4911!SPC MI S     -   0.99996672  x   0.99990767  =   0.99987440
 DL4911!UTM  17      -   0.99996672  x   1.00028367  =   1.00025039
 DL4911
 DL4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6427060109(NAD 83)
 DL4911
 DL4911                          SUPERSEDED SURVEY CONTROL
 DL4911
 DL4911  NAD 83(2007)-  42 57 25.72736(N)    083 53 23.99041(W) AD(2002.00) B
 DL4911  ELLIP H (10/23/09)  212.209  (m)                       GP(2002.00) 3 1
 DL4911
 DL4911.Superseded values are not recommended for survey control.
 DL4911
 DL4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4911.See file dsdata.pdf to determine how the superseded data were derived.
 DL4911
 DL4911_MARKER: DD = SURVEY DISK
 DL4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4911_STAMPING: 25601 2008
 DL4911_MARK LOGO: MIDT
 DL4911_PROJECTION: FLUSH
 DL4911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4911+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2020
 DL4911
 DL4911  HISTORY     - Date     Condition        Report By
 DL4911  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4911  HISTORY     - 20180906 GOOD             OHM
 DL4911  HISTORY     - 20200803 GOOD             MIDT
 DL4911
 DL4911                          STATION DESCRIPTION
 DL4911
 DL4911'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4911'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DL4911'MILLER ROAD WITH NICHOLS ROAD, LOCATED APPROXIMATELY 11 MI (17.7 KM)
 DL4911'WEST-SOUTHWEST OF THE CITY OF FLINT, MI.
 DL4911'
 DL4911'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH HIGHWAY 71, 1.3
 DL4911'MI (2.1 KM) NORTHWEST OF DURAND, GO SOUTHEAST ON HIGHWAY 71 FOR 0.1 MI
 DL4911'(0.2 KM) TO THE JUNCTION OF HIGHWAY 71 WITH LANSING ROAD, GO EAST ON
 DL4911'LANSING ROAD FOR 4.9 MI (7.9 KM) TO MILLER ROAD, GO EAST ON MILLER
 DL4911'ROAD FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT.    THE STATION IS
 DL4911'A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT MODERNIZATION
 DL4911'MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE POST
 DL4911'SET TO A DEPTH OF 8 FT (2.4 M),
 DL4911'
 DL4911'THE STATION IS 62 FT (18.9 M) WEST OF EDGE OF GRAVEL OF NICHOLS ROAD,
 DL4911'46 FT (14.0 M) WEST OF A METAL POST FOR --MILLER RD-- AND --NICHOLS
 DL4911'RD-- SIGNS, 32 FT (9.8 M) NORTH OF EDGE OF PAVEMENT OF MILLER ROAD, 20
 DL4911'FT (6.1 M) SOUTH OF A TELEPHONE POLE, AND 3.3 FT (1.0 M) NORTH OF AN
 DL4911'ORANGE CARSONITE WITNESS POST.
 DL4911
 DL4911                          STATION RECOVERY (2018)
 DL4911
 DL4911'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2018 (MH)
 DL4911'RECOVERED IN GOOD CONDITION.
 DL4911
 DL4911                          STATION RECOVERY (2020)
 DL4911
 DL4911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4912 ***********************************************************************
 DL4912  DESIGNATION -  25602
 DL4912  PID         -  DL4912
 DL4912  STATE/COUNTY-  MI/GENESEE
 DL4912  COUNTRY     -  US
 DL4912  USGS QUAD   -  SWARTZ CREEK (2017)
 DL4912
 DL4912                         *CURRENT SURVEY CONTROL
 DL4912  ______________________________________________________________________
 DL4912* NAD 83(1986) POSITION- 42 57 22.85   (N) 083 51 23.02   (W)   HD_HELD1
 DL4912* NAVD 88 ORTHO HEIGHT -   242.377 (meters)      795.20  (feet) ADJUSTED
 DL4912  ______________________________________________________________________
 DL4912  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 DL4912  DYNAMIC HEIGHT  -        242.316 (meters)      795.00  (feet) COMP
 DL4912  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 DL4912
 DL4912  VERT ORDER      -  FIRST     CLASS II
 DL4912
 DL4912.The horizontal coordinates were determined by differentially corrected
 DL4912.hand held GPS observations or other comparable positioning techniques
 DL4912.and have an estimated accuracy of +/- 3 meters.
 DL4912
 DL4912.The orthometric height was determined by differential leveling and
 DL4912.adjusted by the NATIONAL GEODETIC SURVEY
 DL4912.in October 2009.
 DL4912
 DL4912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4912.GEOID18 height accuracy estimate available here.
 DL4912
 DL4912.Click photographs - Photos may exist for this station.
 DL4912
 DL4912.The dynamic height is computed by dividing the NAVD 88
 DL4912.geopotential number by the normal gravity value computed on the
 DL4912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4912.degrees latitude (g = 980.6199 gals.).
 DL4912
 DL4912.The modeled gravity was interpolated from observed gravity values.
 DL4912
 DL4912;                    North         East    Units  Estimated Accuracy
 DL4912;SPC MI S     -   161,893.7   4,041,633.4     MT  (+/- 3 meters HH1 GPS) 
 DL4912
 DL4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6700859926(NAD 83)
 DL4912
 DL4912                          SUPERSEDED SURVEY CONTROL
 DL4912
 DL4912.No superseded survey control is available for this station.
 DL4912
 DL4912_MARKER: DD = SURVEY DISK
 DL4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4912_STAMPING: 25602 2008
 DL4912_MARK LOGO: MIDT
 DL4912_PROJECTION: FLUSH
 DL4912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4912+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DL4912
 DL4912  HISTORY     - Date     Condition        Report By
 DL4912  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4912
 DL4912                          STATION DESCRIPTION
 DL4912
 DL4912'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4912'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4912'SEYMOUR ROAD, WITH MILLER ROAD, LOCATED APPROXIMATELY 10 MI (16.1 KM)
 DL4912'WEST-SOUTHWEST OF THE CITY OF FLINT, MI.
 DL4912'
 DL4912'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH HIGHWAY 71, 1.3
 DL4912'MI (2.1 KM) NORTHWEST OF DURAND, GO SOUTHEAST ON HIGHWAY 71 FOR 0.1 MI
 DL4912'(0.2 KM) TO THE JUNCTION OF HIGHWAY 71 WITH LANSING ROAD, GO EAST ON
 DL4912'LANSING ROAD FOR 4.9 MI (7.9 KM) TO MILLER ROAD, GO EAST ON MILLER
 DL4912'ROAD FOR 3.2 MI (5.1 KM) TO THE STATION ON THE RIGHT.
 DL4912'
 DL4912'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4912'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4912'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4912'
 DL4912'THE STATION IS 170 FT (51.8 M) SOUTH OF EDGE OF PAVEMENT OF MILLER
 DL4912'ROAD, 69 FT (21.0 M) NORTH OF CENTER OF A PAVED DRIVEWAY OPENING, 28.5
 DL4912'FT (8.7 M) SOUTH OF A MANHOLE, 18 FT (5.5 M) NORTH OF EXTENDED CENTER
 DL4912'OF DRIVEWAY OPENING --9189--, 6 FT (1.8 M) EAST OF THE EDGE OF CURB OF
 DL4912'SEYMOUR ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL4912'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4915 ***********************************************************************
 DL4915  DESIGNATION -  25603
 DL4915  PID         -  DL4915
 DL4915  STATE/COUNTY-  MI/GENESEE
 DL4915  COUNTRY     -  US
 DL4915  USGS QUAD   -  SWARTZ CREEK (2017)
 DL4915
 DL4915                         *CURRENT SURVEY CONTROL
 DL4915  ______________________________________________________________________
 DL4915* NAD 83(1986) POSITION- 42 58 19.42   (N) 083 47 43.21   (W)   HD_HELD1
 DL4915* NAVD 88 ORTHO HEIGHT -   235.795 (meters)      773.60  (feet) ADJUSTED
 DL4915  ______________________________________________________________________
 DL4915  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 DL4915  DYNAMIC HEIGHT  -        235.735 (meters)      773.41  (feet) COMP
 DL4915  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 DL4915
 DL4915  VERT ORDER      -  FIRST     CLASS II
 DL4915
 DL4915.The horizontal coordinates were determined by differentially corrected
 DL4915.hand held GPS observations or other comparable positioning techniques
 DL4915.and have an estimated accuracy of +/- 3 meters.
 DL4915
 DL4915.The orthometric height was determined by differential leveling and
 DL4915.adjusted by the NATIONAL GEODETIC SURVEY
 DL4915.in October 2009.
 DL4915
 DL4915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4915.GEOID18 height accuracy estimate available here.
 DL4915
 DL4915.Click photographs - Photos may exist for this station.
 DL4915
 DL4915.The dynamic height is computed by dividing the NAVD 88
 DL4915.geopotential number by the normal gravity value computed on the
 DL4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4915.degrees latitude (g = 980.6199 gals.).
 DL4915
 DL4915.The modeled gravity was interpolated from observed gravity values.
 DL4915
 DL4915;                    North         East    Units  Estimated Accuracy
 DL4915;SPC MI S     -   163,671.2   4,046,603.3     MT  (+/- 3 meters HH1 GPS) 
 DL4915
 DL4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7204761504(NAD 83)
 DL4915
 DL4915                          SUPERSEDED SURVEY CONTROL
 DL4915
 DL4915.No superseded survey control is available for this station.
 DL4915
 DL4915_MARKER: DD = SURVEY DISK
 DL4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4915_STAMPING: 25603 2008
 DL4915_MARK LOGO: MIDT
 DL4915_PROJECTION: FLUSH
 DL4915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4915+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2025
 DL4915
 DL4915  HISTORY     - Date     Condition        Report By
 DL4915  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4915  HISTORY     - 20210726 GOOD             MIDT
 DL4915  HISTORY     - 20230530 GOOD             SPICE
 DL4915  HISTORY     - 20251028 GOOD             SPICE
 DL4915
 DL4915                          STATION DESCRIPTION
 DL4915
 DL4915'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4915'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE WESTERN MOST
 DL4915'JUNCTION OF BRISTOL ROAD WITH MILLER ROAD, APPROXIMATELY 6.5 MI (10.5
 DL4915'KM) WEST-SOUTHWEST OF THE CITY OF FLINT, MI.
 DL4915'
 DL4915'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH MORRISH ROAD, 0.5
 DL4915'MI (0.8 KM) NORTH OF SWARTZ CREEK, GO NORTH ON MORRISH ROAD FOR 0.4 MI
 DL4915'(0.6 KM) TO BRISTOL ROAD, GO EAST ON BRISTOL ROAD FOR 1.8 MI (2.9 KM)
 DL4915'TO THE STATION ON THE RIGHT.
 DL4915'
 DL4915'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4915'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4915'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4915'
 DL4915'THE STATION IS 150 FT (45.7 M) NORTH OF EDGE OF PAVEMENT OF MILLER
 DL4915'ROAD, 150 FT (45.7 M) EAST O THE EDGE OF CURB OF DRIVEWAY OPENING
 DL4915'--6104--, 66 FT (20.1 M) SOUTH OF MANHOLE.  5 FT (1.5 M) WEST OF EDGE
 DL4915'OF CURB OF A NORTH-SOUTH CONNECTOR ROAD FOR BRISTOL ROAD AND MILLER
 DL4915'ROAD, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4915
 DL4915                          STATION RECOVERY (2021)
 DL4915
 DL4915'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4915'RECOVERED IN GOOD CONDITION.
 DL4915
 DL4915                          STATION RECOVERY (2023)
 DL4915
 DL4915'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2023 (LK)
 DL4915'RECOVERED IN GOOD CONDITION.
 DL4915
 DL4915                          STATION RECOVERY (2025)
 DL4915
 DL4915'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (JD)
 DL4915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4916 ***********************************************************************
 DL4916  DESIGNATION -  25604
 DL4916  PID         -  DL4916
 DL4916  STATE/COUNTY-  MI/GENESEE
 DL4916  COUNTRY     -  US
 DL4916  USGS QUAD   -  FLINT SOUTH (2017)
 DL4916
 DL4916                         *CURRENT SURVEY CONTROL
 DL4916  ______________________________________________________________________
 DL4916* NAD 83(1986) POSITION- 42 58 24.51   (N) 083 42 28.87   (W)   HD_HELD1
 DL4916* NAVD 88 ORTHO HEIGHT -   236.109 (meters)      774.63  (feet) ADJUSTED
 DL4916  ______________________________________________________________________
 DL4916  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DL4916  DYNAMIC HEIGHT  -        236.047 (meters)      774.43  (feet) COMP
 DL4916  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 DL4916
 DL4916  VERT ORDER      -  FIRST     CLASS II
 DL4916
 DL4916.The horizontal coordinates were determined by differentially corrected
 DL4916.hand held GPS observations or other comparable positioning techniques
 DL4916.and have an estimated accuracy of +/- 3 meters.
 DL4916
 DL4916.The orthometric height was determined by differential leveling and
 DL4916.adjusted by the NATIONAL GEODETIC SURVEY
 DL4916.in October 2009.
 DL4916
 DL4916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4916.GEOID18 height accuracy estimate available here.
 DL4916
 DL4916.Click photographs - Photos may exist for this station.
 DL4916
 DL4916.The dynamic height is computed by dividing the NAVD 88
 DL4916.geopotential number by the normal gravity value computed on the
 DL4916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4916.degrees latitude (g = 980.6199 gals.).
 DL4916
 DL4916.The modeled gravity was interpolated from observed gravity values.
 DL4916
 DL4916;                    North         East    Units  Estimated Accuracy
 DL4916;SPC MI S     -   163,880.2   4,053,724.3     MT  (+/- 3 meters HH1 GPS) 
 DL4916
 DL4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7917261427(NAD 83)
 DL4916
 DL4916                          SUPERSEDED SURVEY CONTROL
 DL4916
 DL4916.No superseded survey control is available for this station.
 DL4916
 DL4916_MARKER: DD = SURVEY DISK
 DL4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4916_STAMPING: 25604 2008
 DL4916_MARK LOGO: MIDT
 DL4916_PROJECTION: FLUSH
 DL4916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4916+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DL4916
 DL4916  HISTORY     - Date     Condition        Report By
 DL4916  HISTORY     - 20080512 MONUMENTED       COLEM
 DL4916
 DL4916                          STATION DESCRIPTION
 DL4916
 DL4916'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4916'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL4916'BRISTOL ROAD WITH MOULTON DRIVE, APPROXIMATELY 3 MI (4.8 KM) SOUTHWEST
 DL4916'OF THE CITY OF FLINT, MI.
 DL4916'
 DL4916'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 WITH BRISTOL ROAD, 3
 DL4916'MI (4.8 KM) SOUTHWEST OF FLINT, GO EAST ON BRISTOL ROAD FOR 0.9 MI
 DL4916'(1.4 KM) TO THE STATION ON THE RIGHT.
 DL4916'
 DL4916'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4916'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4916'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4916'
 DL4916'THE STATION IS 120 FT (36.6 M) NORTH OF EDGE OF CURB OF DRIVEWAY
 DL4916'OPENING --1431--, 105 FT (32.0 M) SOUTH OF EDGE OF CURB OF BRISTOL
 DL4916'ROAD, 10 FT (3.0 M) SOUTH OF A MANHOLE, 7 FT (2.1 M) EAST OF THE EDGE
 DL4916'OF CURB OF MOULTON DRIVE, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL4916'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4917 ***********************************************************************
 DL4917  DESIGNATION -  25605
 DL4917  PID         -  DL4917
 DL4917  STATE/COUNTY-  MI/GENESEE
 DL4917  COUNTRY     -  US
 DL4917  USGS QUAD   -  FLINT SOUTH (2017)
 DL4917
 DL4917                         *CURRENT SURVEY CONTROL
 DL4917  ______________________________________________________________________
 DL4917* NAD 83(2011) POSITION- 42 58 27.52107(N) 083 41 04.55131(W)   ADJUSTED
 DL4917* NAD 83(2011) ELLIP HT-   202.670 (meters)        (06/27/12)   ADJUSTED
 DL4917* NAD 83(2011) EPOCH   -  2010.00
 DL4917* NAVD 88 ORTHO HEIGHT -   236.747 (meters)      776.73  (feet) ADJUSTED
 DL4917  ______________________________________________________________________
 DL4917  GEOID HEIGHT    -        -34.067 (meters)                     GEOID18
 DL4917  NAD 83(2011) X  -    514,152.258 (meters)                     COMP
 DL4917  NAD 83(2011) Y  - -4,645,682.592 (meters)                     COMP
 DL4917  NAD 83(2011) Z  -  4,325,552.333 (meters)                     COMP
 DL4917  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 DL4917  DYNAMIC HEIGHT  -        236.684 (meters)      776.52  (feet) COMP
 DL4917  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 DL4917
 DL4917  VERT ORDER      -  FIRST     CLASS II
 DL4917
 DL4917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4917  Standards:
 DL4917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4917  -------------------------------------------------------------------
 DL4917  NETWORK    0.25   0.45           0.12   0.08   0.23      0.03623433
 DL4917  -------------------------------------------------------------------
 DL4917  Click here for local accuracies and other accuracy information.
 DL4917
 DL4917.The horizontal coordinates were established by GPS observations
 DL4917.and adjusted by the National Geodetic Survey in June 2012.
 DL4917
 DL4917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4917.been affixed to the stable North American tectonic plate. See 
 DL4917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4917
 DL4917.The horizontal coordinates are valid at the epoch date displayed above
 DL4917.which is a decimal equivalence of Year/Month/Day.
 DL4917
 DL4917.The orthometric height was determined by differential leveling and
 DL4917.adjusted by the NATIONAL GEODETIC SURVEY
 DL4917.in October 2009.
 DL4917
 DL4917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4917.GEOID18 height accuracy estimate available here.
 DL4917
 DL4917.Click photographs - Photos may exist for this station.
 DL4917
 DL4917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4917
 DL4917.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4917
 DL4917.The ellipsoidal height was determined by GPS observations
 DL4917.and is referenced to NAD 83.
 DL4917
 DL4917.The dynamic height is computed by dividing the NAVD 88
 DL4917.geopotential number by the normal gravity value computed on the
 DL4917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4917.degrees latitude (g = 980.6199 gals.).
 DL4917
 DL4917.The modeled gravity was interpolated from observed gravity values.
 DL4917
 DL4917. The following values were computed from the NAD 83(2011) position.
 DL4917
 DL4917;                    North         East     Units Scale Factor Converg.
 DL4917;SPC MI S     -   163,988.364 4,055,634.014   MT  0.99990809   +0 27 51.0
 DL4917;SPC MI S     -   538,019.57 13,305,885.87   iFT  0.99990809   +0 27 51.0
 DL4917;UTM  17      - 4,761,459.487   281,085.953   MT  1.00018960   -1 49 50.6
 DL4917
 DL4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4917!SPC MI S     -   0.99996822  x   0.99990809  =   0.99987631
 DL4917!UTM  17      -   0.99996822  x   1.00018960  =   1.00015781
 DL4917
 DL4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8108561459(NAD 83)
 DL4917
 DL4917                          SUPERSEDED SURVEY CONTROL
 DL4917
 DL4917  NAD 83(2007)-  42 58 27.52127(N)    083 41 04.55187(W) AD(2002.00) B
 DL4917  ELLIP H (10/19/09)  202.690  (m)                       GP(2002.00) 1 1
 DL4917
 DL4917.Superseded values are not recommended for survey control.
 DL4917
 DL4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4917.See file dsdata.pdf to determine how the superseded data were derived.
 DL4917
 DL4917_MARKER: DD = SURVEY DISK
 DL4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4917_STAMPING: 25605 2008
 DL4917_MARK LOGO: MIDT
 DL4917_PROJECTION: FLUSH
 DL4917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4917+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DL4917
 DL4917  HISTORY     - Date     Condition        Report By
 DL4917  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4917  HISTORY     - 20100712 GOOD             WADTRI
 DL4917  HISTORY     - 20100720 GOOD             WADTRI
 DL4917  HISTORY     - 20150401 GOOD             AME
 DL4917  HISTORY     - 20161201 GOOD             INDIV
 DL4917  HISTORY     - 20200818 GOOD             MIDT
 DL4917  HISTORY     - 20231109 GOOD             ROWEIN
 DL4917  HISTORY     - 20250728 GOOD             MIDT
 DL4917
 DL4917                          STATION DESCRIPTION
 DL4917
 DL4917'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4917'THE STATION IS LOCATED 0.1 MI (0.2 KM) WEST OF THE JUNCTION OF BRISTOL
 DL4917'ROAD WITH SOUTH-BOUND OFF-RAMP OF INTERSTATE HIGHWAY 475,
 DL4917'APPROXIMATELY 2.5 MI (4.0 KM) SOUTH OF THE CITY OF FLINT, MI.
 DL4917'
 DL4917'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 WITH BRISTOL ROAD, 3
 DL4917'MI (4.8 KM) SOUTHWEST OF FLINT, GO EAST ON BRISTOL ROAD FOR 2.1 MI
 DL4917'(3.4 KM) TO THE STATION ON THE LEFT.
 DL4917'
 DL4917'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4917'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4917'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4917'
 DL4917'THE STATION IS 87 FT (26.5 M) EAST OF EDGE OF PAVEMENT OF DRIVEWAY
 DL4917'OPENING --1203--, 70 FT (21.3 M) WEST OF EDGE OF CURB OF DRIVEWAY
 DL4917'OPENING FOR --MY FIRST LEARNING CENTER--, 10.5 FT (3.2 M) NORTH OF
 DL4917'EDGE OF CURB OF BRISTOL ROAD, 2 FT (0.6 M) SOUTH OF THE EDGE OF A
 DL4917'SIDEWALK.
 DL4917
 DL4917                          STATION RECOVERY (2010)
 DL4917
 DL4917'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2010 (NLG)
 DL4917'RECOVERED IN GOOD CONDITION.
 DL4917
 DL4917                          STATION RECOVERY (2010)
 DL4917
 DL4917'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2010 (NLG)
 DL4917'RECOVERED IN GOOD CONDITION.
 DL4917
 DL4917                          STATION RECOVERY (2015)
 DL4917
 DL4917'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2015 (BDN)
 DL4917'RECOVERED AS DESCRIBED
 DL4917
 DL4917                          STATION RECOVERY (2016)
 DL4917
 DL4917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DL4917'RECOVERED IN GOOD CONDITION
 DL4917
 DL4917                          STATION RECOVERY (2020)
 DL4917
 DL4917'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4917'DRIVEWAY OPENING FOR MY FIRST LEARNING CENTER IS NOW THE DRIVEWAY FOR
 DL4917'GENESEE INTERMEDIATE SCHOOL DISTRICT EARLY LEARNING CENTER, 1221 E
 DL4917'BRISTOL ROAD.
 DL4917
 DL4917                          STATION RECOVERY (2023)
 DL4917
 DL4917'RECOVERY NOTE BY ROWE INCORPORATED 2023 (ZC)
 DL4917'RECOVERED IN GOOD CONDITION.
 DL4917
 DL4917                          STATION RECOVERY (2025)
 DL4917
 DL4917'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4941 ***********************************************************************
 DL4941  DESIGNATION -  25606
 DL4941  PID         -  DL4941
 DL4941  STATE/COUNTY-  MI/GENESEE
 DL4941  COUNTRY     -  US
 DL4941  USGS QUAD   -  FENTON (2017)
 DL4941
 DL4941                         *CURRENT SURVEY CONTROL
 DL4941  ______________________________________________________________________
 DL4941* NAD 83(2011) POSITION- 42 52 28.73820(N) 083 37 50.01540(W)   ADJUSTED
 DL4941* NAD 83(2011) ELLIP HT-   249.896 (meters)        (06/27/12)   ADJUSTED
 DL4941* NAD 83(2011) EPOCH   -  2010.00
 DL4941* NAVD 88 ORTHO HEIGHT -   283.967 (meters)      931.65  (feet) ADJUSTED
 DL4941  ______________________________________________________________________
 DL4941  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 DL4941  NAD 83(2011) X  -    519,373.900 (meters)                     COMP
 DL4941  NAD 83(2011) Y  - -4,652,723.812 (meters)                     COMP
 DL4941  NAD 83(2011) Z  -  4,317,477.031 (meters)                     COMP
 DL4941  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 DL4941  DYNAMIC HEIGHT  -        283.888 (meters)      931.39  (feet) COMP
 DL4941  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DL4941
 DL4941  VERT ORDER      -  FIRST     CLASS II
 DL4941
 DL4941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4941  Standards:
 DL4941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4941  -------------------------------------------------------------------
 DL4941  NETWORK    0.45   1.33           0.20   0.16   0.68     -0.15131697
 DL4941  -------------------------------------------------------------------
 DL4941  Click here for local accuracies and other accuracy information.
 DL4941
 DL4941.The horizontal coordinates were established by GPS observations
 DL4941.and adjusted by the National Geodetic Survey in June 2012.
 DL4941
 DL4941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4941.been affixed to the stable North American tectonic plate. See 
 DL4941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4941
 DL4941.The horizontal coordinates are valid at the epoch date displayed above
 DL4941.which is a decimal equivalence of Year/Month/Day.
 DL4941
 DL4941.The orthometric height was determined by differential leveling and
 DL4941.adjusted by the NATIONAL GEODETIC SURVEY
 DL4941.in October 2009.
 DL4941
 DL4941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4941.GEOID18 height accuracy estimate available here.
 DL4941
 DL4941.Click photographs - Photos may exist for this station.
 DL4941
 DL4941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4941
 DL4941.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4941
 DL4941.The ellipsoidal height was determined by GPS observations
 DL4941.and is referenced to NAD 83.
 DL4941
 DL4941.The dynamic height is computed by dividing the NAVD 88
 DL4941.geopotential number by the normal gravity value computed on the
 DL4941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4941.degrees latitude (g = 980.6199 gals.).
 DL4941
 DL4941.The modeled gravity was interpolated from observed gravity values.
 DL4941
 DL4941. The following values were computed from the NAD 83(2011) position.
 DL4941
 DL4941;                    North         East     Units Scale Factor Converg.
 DL4941;SPC MI S     -   152,955.369 4,060,138.368   MT  0.99990689   +0 30 03.4
 DL4941;SPC MI S     -   501,822.08 13,320,663.94   iFT  0.99990689   +0 30 03.4
 DL4941;UTM  17      - 4,750,252.055   285,146.343   MT  1.00016794   -1 47 25.8
 DL4941
 DL4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4941!SPC MI S     -   0.99996081  x   0.99990689  =   0.99986771
 DL4941!UTM  17      -   0.99996081  x   1.00016794  =   1.00012874
 DL4941
 DL4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8514650252(NAD 83)
 DL4941
 DL4941                          SUPERSEDED SURVEY CONTROL
 DL4941
 DL4941  NAD 83(2007)-  42 52 28.73836(N)    083 37 50.01594(W) AD(2002.00) B
 DL4941  ELLIP H (10/23/09)  249.909  (m)                       GP(2002.00) 3 1
 DL4941
 DL4941.Superseded values are not recommended for survey control.
 DL4941
 DL4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4941.See file dsdata.pdf to determine how the superseded data were derived.
 DL4941
 DL4941_MARKER: DD = SURVEY DISK
 DL4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4941_STAMPING: 25606 2008
 DL4941_MARK LOGO: MIDT
 DL4941_PROJECTION: FLUSH
 DL4941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4941+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DL4941
 DL4941  HISTORY     - Date     Condition        Report By
 DL4941  HISTORY     - 20080512 MONUMENTED       COLEM
 DL4941  HISTORY     - 20200603 GOOD             MIDT
 DL4941  HISTORY     - 20240723 GOOD             MIDT
 DL4941  HISTORY     - 20240723 GOOD             MIDT
 DL4941
 DL4941                          STATION DESCRIPTION
 DL4941
 DL4941'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4941'THE STATION IS LOCATED 0.15 MI (0.2 KM) NORTH OF THE JUNCTION OF HOLLY
 DL4941'ROAD WITH RAY ROAD, APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE CITY OF
 DL4941'FLINT, MI.
 DL4941'
 DL4941'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH HOLLY
 DL4941'ROAD, 10 MI (16.1 KM) SOUTH OF FLINT, GO SOUTH ON HOLLY ROAD FOR 1.4
 DL4941'MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DL4941'
 DL4941'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4941'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4941'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4941'
 DL4941'THE STATION IS 42 FT (12.8 M) SOUTH OF THE CENTERLINE OF CHIEF DRIVE,
 DL4941'39 FT (11.9 M) WEST OF THE CENTERLINE OF HOLLY ROAD, 14 FT (4.3 M)
 DL4941'WEST OF EDGE OF CURB OF HOLLY ROAD, AND 3.3 FT (1.0 M) EAST OF AN
 DL4941'ORANGE CARSONITE WITNESS POST.
 DL4941
 DL4941                          STATION RECOVERY (2020)
 DL4941
 DL4941'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4941'RECOVERED IN GOOD CONDITION.
 DL4941
 DL4941                          STATION RECOVERY (2024)
 DL4941
 DL4941'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4941'RECOVERED IN GOOD CONDITION.
 DL4941
 DL4941                          STATION RECOVERY (2024)
 DL4941
 DL4941'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4942 ***********************************************************************
 DL4942  DESIGNATION -  25607
 DL4942  PID         -  DL4942
 DL4942  STATE/COUNTY-  MI/GENESEE
 DL4942  COUNTRY     -  US
 DL4942  USGS QUAD   -  FLINT SOUTH (2017)
 DL4942
 DL4942                         *CURRENT SURVEY CONTROL
 DL4942  ______________________________________________________________________
 DL4942* NAD 83(1986) POSITION- 42 53 42.1    (N) 083 37 56.6    (W)   HD_HELD2
 DL4942* NAVD 88 ORTHO HEIGHT -   278.798 (meters)      914.69  (feet) ADJUSTED
 DL4942  ______________________________________________________________________
 DL4942  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 DL4942  DYNAMIC HEIGHT  -        278.721 (meters)      914.44  (feet) COMP
 DL4942  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 DL4942
 DL4942  VERT ORDER      -  FIRST     CLASS II
 DL4942
 DL4942.The horizontal coordinates were established by autonomous hand held GPS
 DL4942.observations and have an estimated accuracy of +/- 10 meters.
 DL4942
 DL4942.The orthometric height was determined by differential leveling and
 DL4942.adjusted by the NATIONAL GEODETIC SURVEY
 DL4942.in October 2009.
 DL4942
 DL4942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4942.GEOID18 height accuracy estimate available here.
 DL4942
 DL4942.Click photographs - Photos may exist for this station.
 DL4942
 DL4942.The dynamic height is computed by dividing the NAVD 88
 DL4942.geopotential number by the normal gravity value computed on the
 DL4942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4942.degrees latitude (g = 980.6199 gals.).
 DL4942
 DL4942.The modeled gravity was interpolated from observed gravity values.
 DL4942
 DL4942;                    North         East    Units  Estimated Accuracy
 DL4942;SPC MI S     -   155,218.    4,059,969.      MT  (+/- 10 meters HH2 GPS)
 DL4942
 DL4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8506752519(NAD 83)
 DL4942
 DL4942                          SUPERSEDED SURVEY CONTROL
 DL4942
 DL4942.No superseded survey control is available for this station.
 DL4942
 DL4942_MARKER: DD = SURVEY DISK
 DL4942_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4942_SP_SET: BRIDGE ABUTMENT
 DL4942_STAMPING: 25607 2008
 DL4942_MARK LOGO: MIDT
 DL4942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4942+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2014
 DL4942
 DL4942  HISTORY     - Date     Condition        Report By
 DL4942  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4942  HISTORY     - 20140610 GOOD             INDIV
 DL4942
 DL4942                          STATION DESCRIPTION
 DL4942
 DL4942'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4942'THE STATION IS LOCATED IN HOLLY ROAD BRIDGE --S03 OF 25131-- OVER
 DL4942'INTERSTATE HIGHWAY 75, IN GRAND BLANC, MI.
 DL4942'
 DL4942'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH HOLLY
 DL4942'ROAD, 10 MI (16.1 KM) SOUTH OF FLINT, GO TO THE SOUTHEAST QUADRANT OF
 DL4942'THE INTERSECTION AND THE STATION.
 DL4942'
 DL4942'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4942'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTH ABUTMENT.
 DL4942'
 DL4942'THE STATION IS 5 FT (1.5 M) SOUTH OF EDGE OF CURB OF HOLLY ROAD.
 DL4942
 DL4942                          STATION RECOVERY (2014)
 DL4942
 DL4942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JEK)
 DL4942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4943 ***********************************************************************
 DL4943  DESIGNATION -  25608
 DL4943  PID         -  DL4943
 DL4943  STATE/COUNTY-  MI/GENESEE
 DL4943  COUNTRY     -  US
 DL4943  USGS QUAD   -  FLINT SOUTH (2017)
 DL4943
 DL4943                         *CURRENT SURVEY CONTROL
 DL4943  ______________________________________________________________________
 DL4943* NAD 83(1986) POSITION- 42 57 35.90   (N) 083 40 56.64   (W)   HD_HELD1
 DL4943* NAVD 88 ORTHO HEIGHT -   245.863 (meters)      806.64  (feet) ADJUSTED
 DL4943  ______________________________________________________________________
 DL4943  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 DL4943  DYNAMIC HEIGHT  -        245.798 (meters)      806.42  (feet) COMP
 DL4943  MODELED GRAVITY -    980,350.2   (mgal)                       NAVD 88
 DL4943
 DL4943  VERT ORDER      -  FIRST     CLASS II
 DL4943
 DL4943.The horizontal coordinates were determined by differentially corrected
 DL4943.hand held GPS observations or other comparable positioning techniques
 DL4943.and have an estimated accuracy of +/- 3 meters.
 DL4943
 DL4943.The orthometric height was determined by differential leveling and
 DL4943.adjusted by the NATIONAL GEODETIC SURVEY
 DL4943.in October 2009.
 DL4943
 DL4943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4943.GEOID18 height accuracy estimate available here.
 DL4943
 DL4943.Click photographs - Photos may exist for this station.
 DL4943
 DL4943.The dynamic height is computed by dividing the NAVD 88
 DL4943.geopotential number by the normal gravity value computed on the
 DL4943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4943.degrees latitude (g = 980.6199 gals.).
 DL4943
 DL4943.The modeled gravity was interpolated from observed gravity values.
 DL4943
 DL4943;                    North         East    Units  Estimated Accuracy
 DL4943;SPC MI S     -   162,397.0   4,055,826.2     MT  (+/- 3 meters HH1 GPS) 
 DL4943
 DL4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8121459861(NAD 83)
 DL4943
 DL4943                          SUPERSEDED SURVEY CONTROL
 DL4943
 DL4943.No superseded survey control is available for this station.
 DL4943
 DL4943_MARKER: DD = SURVEY DISK
 DL4943_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4943_SP_SET: BRIDGE PARAPET
 DL4943_STAMPING: 25608 2008
 DL4943_MARK LOGO: MIDT
 DL4943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4943+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4943
 DL4943  HISTORY     - Date     Condition        Report By
 DL4943  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4943
 DL4943                          STATION DESCRIPTION
 DL4943
 DL4943'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4943'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-NORTHWEST OF
 DL4943'GOODRICH, 7.5 MI (12.1 KM) EAST OF SWARTZ CREEK AND 3.6 MI (5.8 KM)
 DL4943'SOUTH OF FLINT.
 DL4943'
 DL4943'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH US
 DL4943'HIGHWAY 475, 6 MI (9.7 KM) SOUTH OF FLINT, GO NORTH ON US HIGHWAY 475
 DL4943'FOR 2.75 MI (4.4 KM) TO THE STATION ON THE RIGHT.
 DL4943'
 DL4943'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4943'MODERNIZATION MARK DISK SET IN THE EAST PARAPET OF THE NORTH ABUTMENT.
 DL4943'THE STATION IS 3 FT (0.9 M) EAST OF EDGE OF CURB OF NORTH-BOUND I-475.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4944 ***********************************************************************
 DL4944  DESIGNATION -  25609
 DL4944  PID         -  DL4944
 DL4944  STATE/COUNTY-  MI/GENESEE
 DL4944  COUNTRY     -  US
 DL4944  USGS QUAD   -  FLINT NORTH (2017)
 DL4944
 DL4944                         *CURRENT SURVEY CONTROL
 DL4944  ______________________________________________________________________
 DL4944* NAD 83(1986) POSITION- 43 01 32.55   (N) 083 40 52.69   (W)   HD_HELD1
 DL4944* NAVD 88 ORTHO HEIGHT -   225.158 (meters)      738.71  (feet) ADJUSTED
 DL4944  ______________________________________________________________________
 DL4944  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 DL4944  DYNAMIC HEIGHT  -        225.100 (meters)      738.52  (feet) COMP
 DL4944  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 DL4944
 DL4944  VERT ORDER      -  FIRST     CLASS II
 DL4944
 DL4944.The horizontal coordinates were determined by differentially corrected
 DL4944.hand held GPS observations or other comparable positioning techniques
 DL4944.and have an estimated accuracy of +/- 3 meters.
 DL4944
 DL4944.The orthometric height was determined by differential leveling and
 DL4944.adjusted by the NATIONAL GEODETIC SURVEY
 DL4944.in October 2009.
 DL4944
 DL4944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4944.GEOID18 height accuracy estimate available here.
 DL4944
 DL4944.Click photographs - Photos may exist for this station.
 DL4944
 DL4944.The dynamic height is computed by dividing the NAVD 88
 DL4944.geopotential number by the normal gravity value computed on the
 DL4944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4944.degrees latitude (g = 980.6199 gals.).
 DL4944
 DL4944.The modeled gravity was interpolated from observed gravity values.
 DL4944
 DL4944;                    North         East    Units  Estimated Accuracy
 DL4944;SPC MI S     -   169,699.7   4,055,856.3     MT  (+/- 3 meters HH1 GPS) 
 DL4944
 DL4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8153667158(NAD 83)
 DL4944
 DL4944                          SUPERSEDED SURVEY CONTROL
 DL4944
 DL4944.No superseded survey control is available for this station.
 DL4944
 DL4944_MARKER: DD = SURVEY DISK
 DL4944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4944_SP_SET: BRIDGE ABUTMENT
 DL4944_STAMPING: 25609 2008
 DL4944_MARK LOGO: MIDT
 DL4944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4944+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4944
 DL4944  HISTORY     - Date     Condition        Report By
 DL4944  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4944  HISTORY     - 20161201 GOOD             INDIV
 DL4944
 DL4944                          STATION DESCRIPTION
 DL4944
 DL4944'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4944'THE STATION IS LOCATED IN THE ROBERT T. LONGWAY BOULEVARD BRIDGE --B21
 DL4944'OF 25132-- OVER SOUTHBOUND INTERSTATE HIGHWAY 475, IN THE CITY OF
 DL4944'FLINT, MI.
 DL4944'
 DL4944'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH US
 DL4944'HIGHWAY 475, 5 MI (8.0 KM) NORTHWEST OF FLINT, GO EAST THEN SOUTH ON
 DL4944'US HIGHWAY 475 FOR 8.8 MI (14.2 KM) TO THE STATION ON THE RIGHT.
 DL4944'
 DL4944'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4944'MODERNIZATION MARK DISK SET IN THE NORTH END OF THE WEST ABUTMENT.
 DL4944'
 DL4944'THE STATION IS 5 FT (1.5 M) NORTH OF THE EDGE OF CURB OF ROBERT T.
 DL4944'LONGWAY BOULEVARD.
 DL4944
 DL4944                          STATION RECOVERY (2016)
 DL4944
 DL4944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DL4944'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4945 ***********************************************************************
 DL4945  DESIGNATION -  25610
 DL4945  PID         -  DL4945
 DL4945  STATE/COUNTY-  MI/GENESEE
 DL4945  COUNTRY     -  US
 DL4945  USGS QUAD   -  FLINT NORTH (2017)
 DL4945
 DL4945                         *CURRENT SURVEY CONTROL
 DL4945  ______________________________________________________________________
 DL4945* NAD 83(2011) POSITION- 43 02 49.28091(N) 083 40 27.93326(W)   ADJUSTED
 DL4945* NAD 83(2011) ELLIP HT-   189.851 (meters)        (06/27/12)   ADJUSTED
 DL4945* NAD 83(2011) EPOCH   -  2010.00
 DL4945* NAVD 88 ORTHO HEIGHT -   224.004 (meters)      734.92  (feet) ADJUSTED
 DL4945  ______________________________________________________________________
 DL4945  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 DL4945  NAD 83(2011) X  -    514,368.855 (meters)                     COMP
 DL4945  NAD 83(2011) Y  - -4,640,105.234 (meters)                     COMP
 DL4945  NAD 83(2011) Z  -  4,331,450.390 (meters)                     COMP
 DL4945  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 DL4945  DYNAMIC HEIGHT  -        223.947 (meters)      734.73  (feet) COMP
 DL4945  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 DL4945
 DL4945  VERT ORDER      -  FIRST     CLASS II
 DL4945
 DL4945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4945  Standards:
 DL4945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4945  -------------------------------------------------------------------
 DL4945  NETWORK    0.40   1.12           0.17   0.15   0.57      0.30536623
 DL4945  -------------------------------------------------------------------
 DL4945  Click here for local accuracies and other accuracy information.
 DL4945
 DL4945.The horizontal coordinates were established by GPS observations
 DL4945.and adjusted by the National Geodetic Survey in June 2012.
 DL4945
 DL4945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4945.been affixed to the stable North American tectonic plate. See 
 DL4945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4945
 DL4945.The horizontal coordinates are valid at the epoch date displayed above
 DL4945.which is a decimal equivalence of Year/Month/Day.
 DL4945
 DL4945.The orthometric height was determined by differential leveling and
 DL4945.adjusted by the NATIONAL GEODETIC SURVEY
 DL4945.in October 2009.
 DL4945
 DL4945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4945.GEOID18 height accuracy estimate available here.
 DL4945
 DL4945.Click photographs - Photos may exist for this station.
 DL4945
 DL4945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4945
 DL4945.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4945
 DL4945.The ellipsoidal height was determined by GPS observations
 DL4945.and is referenced to NAD 83.
 DL4945
 DL4945.The dynamic height is computed by dividing the NAVD 88
 DL4945.geopotential number by the normal gravity value computed on the
 DL4945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4945.degrees latitude (g = 980.6199 gals.).
 DL4945
 DL4945.The modeled gravity was interpolated from observed gravity values.
 DL4945
 DL4945. The following values were computed from the NAD 83(2011) position.
 DL4945
 DL4945;                    North         East     Units Scale Factor Converg.
 DL4945;SPC MI S     -   172,071.817 4,056,397.256   MT  0.99991086   +0 28 15.9
 DL4945;SPC MI S     -   564,540.08 13,308,389.95   iFT  0.99991086   +0 28 15.9
 DL4945;UTM  17      - 4,769,508.103   282,172.742   MT  1.00018375   -1 49 34.6
 DL4945
 DL4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4945!SPC MI S     -   0.99997023  x   0.99991086  =   0.99988109
 DL4945!UTM  17      -   0.99997023  x   1.00018375  =   1.00015397
 DL4945
 DL4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8217269508(NAD 83)
 DL4945
 DL4945                          SUPERSEDED SURVEY CONTROL
 DL4945
 DL4945  NAD 83(2007)-  43 02 49.28105(N)    083 40 27.93395(W) AD(2002.00) B
 DL4945  ELLIP H (10/23/09)  189.862  (m)                       GP(2002.00) 3 1
 DL4945
 DL4945.Superseded values are not recommended for survey control.
 DL4945
 DL4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4945.See file dsdata.pdf to determine how the superseded data were derived.
 DL4945
 DL4945_MARKER: DD = SURVEY DISK
 DL4945_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4945_SP_SET: BRIDGE ABUTMENT
 DL4945_STAMPING: 25610 2008
 DL4945_MARK LOGO: MIDT
 DL4945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4945+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2021
 DL4945
 DL4945  HISTORY     - Date     Condition        Report By
 DL4945  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4945  HISTORY     - 20141016 GOOD             INDIV
 DL4945  HISTORY     - 20161201 GOOD             INDIV
 DL4945  HISTORY     - 20210727 GOOD             MIDT
 DL4945
 DL4945                          STATION DESCRIPTION
 DL4945
 DL4945'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4945'THE STATION IS LOCATED IN THE NORTHBOUND INTERSTATE HIGHWAY 475 BRIDGE
 DL4945'--S50 OF 25312-- OVER MASSACHUSETTS AVENUE, IN THE CITY OF FLINT, MI.
 DL4945'
 DL4945'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 69 WITH US
 DL4945'HIGHWAY 475, IN THE CITY OF FLINT, GO NORTH ON US HIGHWAY 475 FOR 2.75
 DL4945'MI (4.4 KM) TO THE STATION ON THE RIGHT.
 DL4945'
 DL4945'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4945'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTH ABUTMENT.
 DL4945'
 DL4945'THE STATION IS 5 FT (1.5 M) EAST OF EDGE OF CURB OF NORTHBOUND I-475.
 DL4945
 DL4945                          STATION RECOVERY (2014)
 DL4945
 DL4945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 DL4945'RECOVERED IN GOOD CONDITION.
 DL4945
 DL4945                          STATION RECOVERY (2016)
 DL4945
 DL4945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DL4945'RECOVERED IN GOOD CONDITION
 DL4945
 DL4945                          STATION RECOVERY (2021)
 DL4945
 DL4945'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4945'THERE IS AN ORANGE CARSONITE WITNESS POST 1.5 FT (0.5 M) SOUTHWEST OF
 DL4945'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4946 ***********************************************************************
 DL4946  DESIGNATION -  25611
 DL4946  PID         -  DL4946
 DL4946  STATE/COUNTY-  MI/GENESEE
 DL4946  COUNTRY     -  US
 DL4946  USGS QUAD   -  FLINT NORTH (2017)
 DL4946
 DL4946                         *CURRENT SURVEY CONTROL
 DL4946  ______________________________________________________________________
 DL4946* NAD 83(1986) POSITION- 43 03 56.61   (N) 083 40 52.26   (W)   HD_HELD1
 DL4946* NAVD 88 ORTHO HEIGHT -   230.467 (meters)      756.12  (feet) ADJUSTED
 DL4946  ______________________________________________________________________
 DL4946  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 DL4946  DYNAMIC HEIGHT  -        230.409 (meters)      755.93  (feet) COMP
 DL4946  MODELED GRAVITY -    980,363.5   (mgal)                       NAVD 88
 DL4946
 DL4946  VERT ORDER      -  FIRST     CLASS II
 DL4946
 DL4946.The horizontal coordinates were determined by differentially corrected
 DL4946.hand held GPS observations or other comparable positioning techniques
 DL4946.and have an estimated accuracy of +/- 3 meters.
 DL4946
 DL4946.The orthometric height was determined by differential leveling and
 DL4946.adjusted by the NATIONAL GEODETIC SURVEY
 DL4946.in October 2009.
 DL4946
 DL4946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4946.GEOID18 height accuracy estimate available here.
 DL4946
 DL4946.Click photographs - Photos may exist for this station.
 DL4946
 DL4946.The dynamic height is computed by dividing the NAVD 88
 DL4946.geopotential number by the normal gravity value computed on the
 DL4946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4946.degrees latitude (g = 980.6199 gals.).
 DL4946
 DL4946.The modeled gravity was interpolated from observed gravity values.
 DL4946
 DL4946;                    North         East    Units  Estimated Accuracy
 DL4946;SPC MI S     -   174,144.8   4,055,829.8     MT  (+/- 3 meters HH1 GPS) 
 DL4946
 DL4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8168871602(NAD 83)
 DL4946
 DL4946                          SUPERSEDED SURVEY CONTROL
 DL4946
 DL4946.No superseded survey control is available for this station.
 DL4946
 DL4946_MARKER: DD = SURVEY DISK
 DL4946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4946_STAMPING: 25611 2008
 DL4946_MARK LOGO: MIDT
 DL4946_PROJECTION: FLUSH
 DL4946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4946+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2024
 DL4946
 DL4946  HISTORY     - Date     Condition        Report By
 DL4946  HISTORY     - 20080512 MONUMENTED       COLEM
 DL4946  HISTORY     - 20240624 GOOD             MIDT
 DL4946
 DL4946                          STATION DESCRIPTION
 DL4946
 DL4946'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4946'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-NORTHWEST OF
 DL4946'DAVISON, 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF CLIO AND 3.7 MI (6.0 KM)
 DL4946'NORTH OF FLINT.
 DL4946'
 DL4946'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH US
 DL4946'HIGHWAY 475, 5 MI (8.0 KM) NORTHWEST OF FLINT, GO EAST THEN SOUTH ON
 DL4946'US HIGHWAY 475 FOR 6 MI (9.7 KM) TO THE STATION ON THE LEFT.
 DL4946'
 DL4946'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4946'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4946'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4946'
 DL4946'THE STATION IS 61 FT (18.6 M) NORTH OF THE CENTERLINE OF SHERMAN
 DL4946'AVENUE, 9 FT (2.7 M) EAST OF BACK OF CURB OF HORTON AVENUE, 1 FT (0.3
 DL4946'M) WEST OF EDGE OF SIDEWALK, AND 1 FT (0.3 M) WEST OF AN ORANGE
 DL4946'CARSONITE WITNESS POST.
 DL4946
 DL4946                          STATION RECOVERY (2024)
 DL4946
 DL4946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4946'FOUND AS DESCRIBED.  NEXT TO SIDEWALK ON HORTON AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4947 ***********************************************************************
 DL4947  DESIGNATION -  25612
 DL4947  PID         -  DL4947
 DL4947  STATE/COUNTY-  MI/GENESEE
 DL4947  COUNTRY     -  US
 DL4947  USGS QUAD   -  FLINT NORTH (2017)
 DL4947
 DL4947                         *CURRENT SURVEY CONTROL
 DL4947  ______________________________________________________________________
 DL4947* NAD 83(1986) POSITION- 43 05 24.86   (N) 083 41 12.43   (W)   HD_HELD1
 DL4947* NAVD 88 ORTHO HEIGHT -   248.711 (meters)      815.98  (feet) ADJUSTED
 DL4947  ______________________________________________________________________
 DL4947  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 DL4947  DYNAMIC HEIGHT  -        248.649 (meters)      815.78  (feet) COMP
 DL4947  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 DL4947
 DL4947  VERT ORDER      -  FIRST     CLASS II
 DL4947
 DL4947.The horizontal coordinates were determined by differentially corrected
 DL4947.hand held GPS observations or other comparable positioning techniques
 DL4947.and have an estimated accuracy of +/- 3 meters.
 DL4947
 DL4947.The orthometric height was determined by differential leveling and
 DL4947.adjusted by the NATIONAL GEODETIC SURVEY
 DL4947.in October 2009.
 DL4947
 DL4947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4947.GEOID18 height accuracy estimate available here.
 DL4947
 DL4947.Click photographs - Photos may exist for this station.
 DL4947
 DL4947.The dynamic height is computed by dividing the NAVD 88
 DL4947.geopotential number by the normal gravity value computed on the
 DL4947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4947.degrees latitude (g = 980.6199 gals.).
 DL4947
 DL4947.The modeled gravity was interpolated from observed gravity values.
 DL4947
 DL4947;                    North         East    Units  Estimated Accuracy
 DL4947;SPC MI S     -   176,864.1   4,055,351.5     MT  (+/- 3 meters HH1 GPS) 
 DL4947
 DL4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8131974339(NAD 83)
 DL4947
 DL4947                          SUPERSEDED SURVEY CONTROL
 DL4947
 DL4947.No superseded survey control is available for this station.
 DL4947
 DL4947_MARKER: DD = SURVEY DISK
 DL4947_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4947_SP_SET: BRIDGE PARAPET
 DL4947_STAMPING: 25612 2008
 DL4947_MARK LOGO: MIDT
 DL4947_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4947+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4947
 DL4947  HISTORY     - Date     Condition        Report By
 DL4947  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4947
 DL4947                          STATION DESCRIPTION
 DL4947
 DL4947'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4947'THE STATION IS LOCATED IN THE COLDWATER ROAD BRIDGE OVER INTERSTATE
 DL4947'HIGHWAY 475, LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTH OF THE CITY OF
 DL4947'FLINT, MI.
 DL4947'
 DL4947'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 WITH US
 DL4947'HIGHWAY 475, 5 MI (8.0 KM) NORTHWEST OF FLINT, GO EAST THEN SOUTH ON
 DL4947'US HIGHWAY 475 FOR 2.75 MI (4.4 KM) TO THE STATION ON THE RIGHT.
 DL4947'
 DL4947'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4947'MODERNIZATION MARK DISK SET IN THE WEST END OF THE SOUTH PARAPET.
 DL4947'
 DL4947'THE STATION IS 5 FT (1.5 M) SOUTH OF EDGE OF CURB OF COLDWATER ROAD.
 DL4947'
 DL4947'NOTE--A CHAIN LINK FENCE IS IN THE SOUTHEAST QUADRANT EXTENDING TO 85
 DL4947'DEGREES ABOVE THE HORIZON AND A CELL TOWER IN THE SOUTHWEST EXTENDING
 DL4947'TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4948 ***********************************************************************
 DL4948  DESIGNATION -  25613
 DL4948  PID         -  DL4948
 DL4948  STATE/COUNTY-  MI/GENESEE
 DL4948  COUNTRY     -  US
 DL4948  USGS QUAD   -  FLINT NORTH (2017)
 DL4948
 DL4948                         *CURRENT SURVEY CONTROL
 DL4948  ______________________________________________________________________
 DL4948* NAD 83(2011) POSITION- 43 05 22.39671(N) 083 43 23.72999(W)   ADJUSTED
 DL4948* NAD 83(2011) ELLIP HT-   196.813 (meters)        (06/27/12)   ADJUSTED
 DL4948* NAD 83(2011) EPOCH   -  2010.00
 DL4948* NAVD 88 ORTHO HEIGHT -   230.903 (meters)      757.55  (feet) ADJUSTED
 DL4948  ______________________________________________________________________
 DL4948  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 DL4948  NAD 83(2011) X  -    510,061.747 (meters)                     COMP
 DL4948  NAD 83(2011) Y  - -4,637,339.632 (meters)                     COMP
 DL4948  NAD 83(2011) Z  -  4,334,907.105 (meters)                     COMP
 DL4948  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DL4948  DYNAMIC HEIGHT  -        230.846 (meters)      757.37  (feet) COMP
 DL4948  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 DL4948
 DL4948  VERT ORDER      -  FIRST     CLASS II
 DL4948
 DL4948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4948  Standards:
 DL4948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4948  -------------------------------------------------------------------
 DL4948  NETWORK    0.24   0.49           0.11   0.08   0.25      0.09794320
 DL4948  -------------------------------------------------------------------
 DL4948  Click here for local accuracies and other accuracy information.
 DL4948
 DL4948.The horizontal coordinates were established by GPS observations
 DL4948.and adjusted by the National Geodetic Survey in June 2012.
 DL4948
 DL4948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4948.been affixed to the stable North American tectonic plate. See 
 DL4948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4948
 DL4948.The horizontal coordinates are valid at the epoch date displayed above
 DL4948.which is a decimal equivalence of Year/Month/Day.
 DL4948
 DL4948.The orthometric height was determined by differential leveling and
 DL4948.adjusted by the NATIONAL GEODETIC SURVEY
 DL4948.in October 2009.
 DL4948
 DL4948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4948.GEOID18 height accuracy estimate available here.
 DL4948
 DL4948.Click photographs - Photos may exist for this station.
 DL4948
 DL4948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4948
 DL4948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4948
 DL4948.The ellipsoidal height was determined by GPS observations
 DL4948.and is referenced to NAD 83.
 DL4948
 DL4948.The dynamic height is computed by dividing the NAVD 88
 DL4948.geopotential number by the normal gravity value computed on the
 DL4948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4948.degrees latitude (g = 980.6199 gals.).
 DL4948
 DL4948.The modeled gravity was interpolated from observed gravity values.
 DL4948
 DL4948. The following values were computed from the NAD 83(2011) position.
 DL4948
 DL4948;                    North         East     Units Scale Factor Converg.
 DL4948;SPC MI S     -   176,764.777 4,052,382.825   MT  0.99991323   +0 26 16.3
 DL4948;SPC MI S     -   579,936.93 13,295,219.24   iFT  0.99991323   +0 26 16.3
 DL4948;UTM  17      - 4,774,359.635   278,348.648   MT  1.00020442   -1 51 40.0
 DL4948
 DL4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4948!SPC MI S     -   0.99996914  x   0.99991323  =   0.99988237
 DL4948!UTM  17      -   0.99996914  x   1.00020442  =   1.00017355
 DL4948
 DL4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7834874359(NAD 83)
 DL4948
 DL4948                          SUPERSEDED SURVEY CONTROL
 DL4948
 DL4948  NAD 83(2007)-  43 05 22.39693(N)    083 43 23.73071(W) AD(2002.00) B
 DL4948  ELLIP H (10/19/09)  196.831  (m)                       GP(2002.00) 1 1
 DL4948
 DL4948.Superseded values are not recommended for survey control.
 DL4948
 DL4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4948.See file dsdata.pdf to determine how the superseded data were derived.
 DL4948
 DL4948_MARKER: DD = SURVEY DISK
 DL4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4948_STAMPING: 25613 2008
 DL4948_MARK LOGO: MIDT
 DL4948_PROJECTION: FLUSH
 DL4948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4948+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2025
 DL4948
 DL4948  HISTORY     - Date     Condition        Report By
 DL4948  HISTORY     - 20080512 MONUMENTED       COLEM
 DL4948  HISTORY     - 20111103 GOOD             WOOLPT
 DL4948  HISTORY     - 20251028 GOOD             SPICE
 DL4948
 DL4948                          STATION DESCRIPTION
 DL4948
 DL4948'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4948'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF
 DL4948'FLUSHING, 6.1 MI (9.8 KM) SOUTH OF CLIO AND 5.6 MI (9.0 KM)
 DL4948'NORTH-NORTHWEST OF FLINT.
 DL4948'
 DL4948'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 475 WITH
 DL4948'CLIO ROAD (EXIT 15), LOCATED IN MOUNT MORRIS, MI, GO SOUTH ON CLIO
 DL4948'ROAD FOR 0.45 MI (0.7 KM) TO COLDWATER ROAD, TURN LEFT AND GO EAST ON
 DL4948'COLDWATER ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DL4948'
 DL4948'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4948'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4948'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4948'
 DL4948'THE STATION IS 150 FT (45.7 M) WEST OF THE EDGE OF DRIVEWAY OPENING
 DL4948'--2236--, 9 FT (2.7 M) SOUTH OF EDGE OF CURB OF COLDWATER ROAD, 9 FT
 DL4948'(2.7 M) NORTH OF EDGE OF A SIDEWALK, AND 3.3 FT (1.0 M) NORTH OF AN
 DL4948'ORANGE CARSONITE WITNESS POST.
 DL4948
 DL4948                          STATION RECOVERY (2011)
 DL4948
 DL4948'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 DL4948'FOUND AS DESCRIBED, EXCEPT THE WITNESS POST IS NOW MISSING.
 DL4948
 DL4948                          STATION RECOVERY (2025)
 DL4948
 DL4948'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (JD)
 DL4948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4949 ***********************************************************************
 DL4949  DESIGNATION -  25614
 DL4949  PID         -  DL4949
 DL4949  STATE/COUNTY-  MI/GENESEE
 DL4949  COUNTRY     -  US
 DL4949  USGS QUAD   -  FLINT NORTH (2017)
 DL4949
 DL4949                         *CURRENT SURVEY CONTROL
 DL4949  ______________________________________________________________________
 DL4949* NAD 83(1986) POSITION- 43 06 14.51   (N) 083 43 58.91   (W)   HD_HELD1
 DL4949* NAVD 88 ORTHO HEIGHT -   226.192 (meters)      742.10  (feet) ADJUSTED
 DL4949  ______________________________________________________________________
 DL4949  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 DL4949  DYNAMIC HEIGHT  -        226.137 (meters)      741.92  (feet) COMP
 DL4949  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DL4949
 DL4949  VERT ORDER      -  FIRST     CLASS II
 DL4949
 DL4949.The horizontal coordinates were determined by differentially corrected
 DL4949.hand held GPS observations or other comparable positioning techniques
 DL4949.and have an estimated accuracy of +/- 3 meters.
 DL4949
 DL4949.The orthometric height was determined by differential leveling and
 DL4949.adjusted by the NATIONAL GEODETIC SURVEY
 DL4949.in October 2009.
 DL4949
 DL4949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4949.GEOID18 height accuracy estimate available here.
 DL4949
 DL4949.Click photographs - Photos may exist for this station.
 DL4949
 DL4949.The dynamic height is computed by dividing the NAVD 88
 DL4949.geopotential number by the normal gravity value computed on the
 DL4949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4949.degrees latitude (g = 980.6199 gals.).
 DL4949
 DL4949.The modeled gravity was interpolated from observed gravity values.
 DL4949
 DL4949;                    North         East    Units  Estimated Accuracy
 DL4949;SPC MI S     -   178,366.8   4,051,575.1     MT  (+/- 3 meters HH1 GPS) 
 DL4949
 DL4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7760575993(NAD 83)
 DL4949
 DL4949                          SUPERSEDED SURVEY CONTROL
 DL4949
 DL4949.No superseded survey control is available for this station.
 DL4949
 DL4949_MARKER: DD = SURVEY DISK
 DL4949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL4949_SP_SET: BRIDGE ABUTMENT
 DL4949_STAMPING: 25614 2008
 DL4949_MARK LOGO: MIDT
 DL4949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4949+STABILITY: SURFACE MOTION
 DL4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4949+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2014
 DL4949
 DL4949  HISTORY     - Date     Condition        Report By
 DL4949  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4949  HISTORY     - 20140405 GOOD             C2AE
 DL4949
 DL4949                          STATION DESCRIPTION
 DL4949
 DL4949'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4949'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 DL4949'FLINT, 6.6 MI (10.6 KM) EAST-NORTHEAST OF FLUSHING AND 5.1 MI (8.2 KM)
 DL4949'SOUTH OF CLIO.
 DL4949'
 DL4949'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 475 WITH
 DL4949'CLIO ROAD (EXIT 15), LOCATED IN MOUNT MORRIS, MI, GO NORTH ON CLIO
 DL4949'ROAD FOR 0.55 MI (0.9 KM) TO STANLEY ROAD, TURN RIGHT AND GO EAST ON
 DL4949'STANLEY ROAD FOR 280 FT (85.3 M) TO THE STATION ON THE RIGHT.
 DL4949'
 DL4949'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4949'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE EAST ABUTMENT OF
 DL4949'THE STANLEY ROAD BRIDGE OVER LAKE DRAIN.
 DL4949'
 DL4949'THE STATION IS 10 FT (3.0 M) SOUTH OF EDGE OF PAVEMENT OF STANLEY
 DL4949'ROAD.
 DL4949
 DL4949                          STATION RECOVERY (2014)
 DL4949
 DL4949'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4950 ***********************************************************************
 DL4950  DESIGNATION -  25615
 DL4950  PID         -  DL4950
 DL4950  STATE/COUNTY-  MI/GENESEE
 DL4950  COUNTRY     -  US
 DL4950  USGS QUAD   -  FLINT NORTH (2017)
 DL4950
 DL4950                         *CURRENT SURVEY CONTROL
 DL4950  ______________________________________________________________________
 DL4950* NAD 83(1986) POSITION- 43 07 07.23   (N) 083 44 14.29   (W)   HD_HELD1
 DL4950* NAVD 88 ORTHO HEIGHT -   227.932 (meters)      747.81  (feet) ADJUSTED
 DL4950  ______________________________________________________________________
 DL4950  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 DL4950  DYNAMIC HEIGHT  -        227.877 (meters)      747.63  (feet) COMP
 DL4950  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 DL4950
 DL4950  VERT ORDER      -  FIRST     CLASS II
 DL4950
 DL4950.The horizontal coordinates were determined by differentially corrected
 DL4950.hand held GPS observations or other comparable positioning techniques
 DL4950.and have an estimated accuracy of +/- 3 meters.
 DL4950
 DL4950.The orthometric height was determined by differential leveling and
 DL4950.adjusted by the NATIONAL GEODETIC SURVEY
 DL4950.in October 2009.
 DL4950
 DL4950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4950.GEOID18 height accuracy estimate available here.
 DL4950
 DL4950.Click photographs - Photos may exist for this station.
 DL4950
 DL4950.The dynamic height is computed by dividing the NAVD 88
 DL4950.geopotential number by the normal gravity value computed on the
 DL4950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4950.degrees latitude (g = 980.6199 gals.).
 DL4950
 DL4950.The modeled gravity was interpolated from observed gravity values.
 DL4950
 DL4950;                    North         East    Units  Estimated Accuracy
 DL4950;SPC MI S     -   179,990.9   4,051,215.2     MT  (+/- 3 meters HH1 GPS) 
 DL4950
 DL4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7731177630(NAD 83)
 DL4950
 DL4950                          SUPERSEDED SURVEY CONTROL
 DL4950
 DL4950.No superseded survey control is available for this station.
 DL4950
 DL4950_MARKER: DD = SURVEY DISK
 DL4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4950_STAMPING: 25615 2008
 DL4950_MARK LOGO: MIDT
 DL4950_PROJECTION: FLUSH
 DL4950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4950+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2014
 DL4950
 DL4950  HISTORY     - Date     Condition        Report By
 DL4950  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4950  HISTORY     - 20140405 GOOD             C2AE
 DL4950
 DL4950                          STATION DESCRIPTION
 DL4950
 DL4950'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4950'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DL4950'FLINT, 6.9 MI (11.1 KM) EAST-NORTHEAST OF FLUSHING AND 4.1 MI (6.6 KM)
 DL4950'SOUTH OF CLIO.
 DL4950'
 DL4950'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4950'HIGHWAY 23) WITH MOUNT MORRIS ROAD (EXIT 126), LOCATED IN MOUNT
 DL4950'MORRIS, MI, GO EAST ON MOUNT MORRIS ROAD FOR 0.45 MI (0.7 KM) TO
 DL4950'JENNINGS ROAD, CONTINUE EAST ON MOUNT MORRIS ROAD FOR 0.85 MI (1.4 KM)
 DL4950'TO THE STATION ON THE RIGHT.
 DL4950'
 DL4950'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4950'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4950'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4950'
 DL4950'THE STATION IS 230 FT (70.1 M) WEST OF DRIVEWAY OPENING --3059--, 41
 DL4950'FT (12.5 M) EAST OF A METAL POST FOR A --REDUCE SPEED 45 AHEAD-- SIGN,
 DL4950'17 FT (5.2 M) SOUTH OF EDGE OF PAVEMENT OF MOUNT MORRIS ROAD, AND 1 FT
 DL4950'(0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4950
 DL4950                          STATION RECOVERY (2014)
 DL4950
 DL4950'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4950'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4951 ***********************************************************************
 DL4951  DESIGNATION -  25616
 DL4951  PID         -  DL4951
 DL4951  STATE/COUNTY-  MI/GENESEE
 DL4951  COUNTRY     -  US
 DL4951  USGS QUAD   -  FLUSHING (2017)
 DL4951
 DL4951                         *CURRENT SURVEY CONTROL
 DL4951  ______________________________________________________________________
 DL4951* NAD 83(2011) POSITION- 43 07 12.67198(N) 083 46 26.05039(W)   ADJUSTED
 DL4951* NAD 83(2011) ELLIP HT-   191.422 (meters)        (06/27/12)   ADJUSTED
 DL4951* NAD 83(2011) EPOCH   -  2010.00
 DL4951* NAVD 88 ORTHO HEIGHT -   225.471 (meters)      739.73  (feet) ADJUSTED
 DL4951  ______________________________________________________________________
 DL4951  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 DL4951  NAD 83(2011) X  -    505,709.905 (meters)                     COMP
 DL4951  NAD 83(2011) Y  - -4,635,472.973 (meters)                     COMP
 DL4951  NAD 83(2011) Z  -  4,337,388.083 (meters)                     COMP
 DL4951  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 DL4951  DYNAMIC HEIGHT  -        225.417 (meters)      739.56  (feet) COMP
 DL4951  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 DL4951
 DL4951  VERT ORDER      -  FIRST     CLASS II
 DL4951
 DL4951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4951  Standards:
 DL4951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4951  -------------------------------------------------------------------
 DL4951  NETWORK    0.26   0.51           0.12   0.09   0.26      0.18282210
 DL4951  -------------------------------------------------------------------
 DL4951  Click here for local accuracies and other accuracy information.
 DL4951
 DL4951.The horizontal coordinates were established by GPS observations
 DL4951.and adjusted by the National Geodetic Survey in June 2012.
 DL4951
 DL4951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4951.been affixed to the stable North American tectonic plate. See 
 DL4951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4951
 DL4951.The horizontal coordinates are valid at the epoch date displayed above
 DL4951.which is a decimal equivalence of Year/Month/Day.
 DL4951
 DL4951.The orthometric height was determined by differential leveling and
 DL4951.adjusted by the NATIONAL GEODETIC SURVEY
 DL4951.in October 2009.
 DL4951
 DL4951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4951.GEOID18 height accuracy estimate available here.
 DL4951
 DL4951.Click photographs - Photos may exist for this station.
 DL4951
 DL4951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4951
 DL4951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4951
 DL4951.The ellipsoidal height was determined by GPS observations
 DL4951.and is referenced to NAD 83.
 DL4951
 DL4951.The dynamic height is computed by dividing the NAVD 88
 DL4951.geopotential number by the normal gravity value computed on the
 DL4951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4951.degrees latitude (g = 980.6199 gals.).
 DL4951
 DL4951.The modeled gravity was interpolated from observed gravity values.
 DL4951
 DL4951. The following values were computed from the NAD 83(2011) position.
 DL4951
 DL4951;                    North         East     Units Scale Factor Converg.
 DL4951;SPC MI S     -   180,137.189 4,048,235.733   MT  0.99991528   +0 24 12.2
 DL4951;SPC MI S     -   591,001.28 13,281,613.30   iFT  0.99991528   +0 24 12.2
 DL4951;UTM  17      - 4,777,896.797   274,339.007   MT  1.00022648   -1 53 48.6
 DL4951
 DL4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4951!SPC MI S     -   0.99996998  x   0.99991528  =   0.99988526
 DL4951!UTM  17      -   0.99996998  x   1.00022648  =   1.00019646
 DL4951
 DL4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7433977896(NAD 83)
 DL4951
 DL4951                          SUPERSEDED SURVEY CONTROL
 DL4951
 DL4951  NAD 83(2007)-  43 07 12.67217(N)    083 46 26.05111(W) AD(2002.00) B
 DL4951  ELLIP H (10/23/09)  191.438  (m)                       GP(2002.00) 3 1
 DL4951
 DL4951.Superseded values are not recommended for survey control.
 DL4951
 DL4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4951.See file dsdata.pdf to determine how the superseded data were derived.
 DL4951
 DL4951_MARKER: DD = SURVEY DISK
 DL4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4951_STAMPING: 25616 2008
 DL4951_MARK LOGO: MIDT
 DL4951_PROJECTION: FLUSH
 DL4951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4951+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2025
 DL4951
 DL4951  HISTORY     - Date     Condition        Report By
 DL4951  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4951  HISTORY     - 20140405 GOOD             C2AE
 DL4951  HISTORY     - 20240722 GOOD             MIDT
 DL4951  HISTORY     - 20240722 GOOD             MIDT
 DL4951  HISTORY     - 20251028 GOOD             SPICE
 DL4951
 DL4951                          STATION DESCRIPTION
 DL4951
 DL4951'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4951'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF
 DL4951'MONTROSE, 5.6 MI (9.0 KM) NORTHEAST OF FLUSHING AND 4.4 MI (7.1 KM)
 DL4951'SOUTH-SOUTHWEST OF CLIO.
 DL4951'
 DL4951'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4951'HIGHWAY 23) WITH MOUNT MORRIS ROAD (EXIT 126), LOCATED IN MOUNT
 DL4951'MORRIS, MI, GO WEST ON MOUNT MORRIS ROAD FOR 0.5 MI (0.8 KM) TO LINDEN
 DL4951'ROAD, TURN RIGHT AND GO NORTH ON LINDEN ROAD FOR 0.1 MI (0.2 KM) TO
 DL4951'THE STATION ON THE LEFT.
 DL4951'
 DL4951'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4951'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4951'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4951'
 DL4951'THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 DL4951'17.5 FT (5.3 M) WEST OF EDGE OF PAVEMENT OF LINDEN ROAD, AND 3.3 FT
 DL4951'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4951
 DL4951                          STATION RECOVERY (2014)
 DL4951
 DL4951'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4951'RECOVERED AS DESCRIBED.
 DL4951
 DL4951                          STATION RECOVERY (2024)
 DL4951
 DL4951'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4951'RECOVERED IN GOOD CONDITION.
 DL4951
 DL4951                          STATION RECOVERY (2024)
 DL4951
 DL4951'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4951'RECOVERED IN GOOD CONDITION.
 DL4951
 DL4951                          STATION RECOVERY (2025)
 DL4951
 DL4951'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (JD)
 DL4951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4952 ***********************************************************************
 DL4952  DESIGNATION -  25617
 DL4952  PID         -  DL4952
 DL4952  STATE/COUNTY-  MI/GENESEE
 DL4952  COUNTRY     -  US
 DL4952  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4952
 DL4952                         *CURRENT SURVEY CONTROL
 DL4952  ______________________________________________________________________
 DL4952* NAD 83(1986) POSITION- 43 08 57.36   (N) 083 46 26.79   (W)   HD_HELD1
 DL4952* NAVD 88 ORTHO HEIGHT -   221.456 (meters)      726.56  (feet) ADJUSTED
 DL4952  ______________________________________________________________________
 DL4952  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 DL4952  DYNAMIC HEIGHT  -        221.404 (meters)      726.39  (feet) COMP
 DL4952  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 DL4952
 DL4952  VERT ORDER      -  FIRST     CLASS II
 DL4952
 DL4952.The horizontal coordinates were determined by differentially corrected
 DL4952.hand held GPS observations or other comparable positioning techniques
 DL4952.and have an estimated accuracy of +/- 3 meters.
 DL4952
 DL4952.The orthometric height was determined by differential leveling and
 DL4952.adjusted by the NATIONAL GEODETIC SURVEY
 DL4952.in October 2009.
 DL4952
 DL4952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4952.GEOID18 height accuracy estimate available here.
 DL4952
 DL4952.Click photographs - Photos may exist for this station.
 DL4952
 DL4952.The dynamic height is computed by dividing the NAVD 88
 DL4952.geopotential number by the normal gravity value computed on the
 DL4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4952.degrees latitude (g = 980.6199 gals.).
 DL4952
 DL4952.The modeled gravity was interpolated from observed gravity values.
 DL4952
 DL4952;                    North         East    Units  Estimated Accuracy
 DL4952;SPC MI S     -   183,367.4   4,048,196.3     MT  (+/- 3 meters HH1 GPS) 
 DL4952
 DL4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7442981126(NAD 83)
 DL4952
 DL4952                          SUPERSEDED SURVEY CONTROL
 DL4952
 DL4952.No superseded survey control is available for this station.
 DL4952
 DL4952_MARKER: DD = SURVEY DISK
 DL4952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4952_STAMPING: 25617 2008
 DL4952_MARK LOGO: MIDT
 DL4952_PROJECTION: FLUSH
 DL4952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4952+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2014
 DL4952
 DL4952  HISTORY     - Date     Condition        Report By
 DL4952  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4952  HISTORY     - 20140405 GOOD             C2AE
 DL4952
 DL4952                          STATION DESCRIPTION
 DL4952
 DL4952'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4952'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF BIRCH RUN, 6.3
 DL4952'MI (10.1 KM) EAST-SOUTHEAST OF MONTROSE AND 2.8 MI (4.5 KM) SOUTHWEST
 DL4952'OF CLIO.
 DL4952'
 DL4952'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4952'HIGHWAY 23) WITH STATE HIGHWAY 57 (VIENNA ROAD) (EXIT 131), LOCATED IN
 DL4952'CLIO, MI, GO WEST ON STATE HIGHWAY 57 (VIENNA ROAD) FOR 0.3 MI (0.5
 DL4952'KM) TO LINDEN ROAD, TURN LEFT AND GO SOUTH ON LINDEN ROAD FOR 1.0 MI
 DL4952'(1.6 KM) TO WILSON ROAD, CONTINUE SOUTH ON LINDEN ROAD FOR 0.95 MI
 DL4952'(1.5 KM) TO THE STATION ON THE RIGHT.
 DL4952'
 DL4952'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4952'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4952'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4952'
 DL4952'THE STATION IS 41 FT (12.5 M) SOUTHEAST OF A POST FOR A MAILBOX
 DL4952'--10036--, 6 FT (1.8 M) WEST OF THE CENTERLINE OF LINDEN ROAD, AND 3.3
 DL4952'FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4952
 DL4952                          STATION RECOVERY (2014)
 DL4952
 DL4952'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4952'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4953 ***********************************************************************
 DL4953  DESIGNATION -  25618
 DL4953  PID         -  DL4953
 DL4953  STATE/COUNTY-  MI/GENESEE
 DL4953  COUNTRY     -  US
 DL4953  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4953
 DL4953                         *CURRENT SURVEY CONTROL
 DL4953  ______________________________________________________________________
 DL4953* NAD 83(2011) POSITION- 43 10 02.69902(N) 083 46 27.17923(W)   ADJUSTED
 DL4953* NAD 83(2011) ELLIP HT-   181.511 (meters)        (06/27/12)   ADJUSTED
 DL4953* NAD 83(2011) EPOCH   -  2010.00
 DL4953* NAVD 88 ORTHO HEIGHT -   215.610 (meters)      707.38  (feet) ADJUSTED
 DL4953  ______________________________________________________________________
 DL4953  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DL4953  NAD 83(2011) X  -    505,294.626 (meters)                     COMP
 DL4953  NAD 83(2011) Y  - -4,631,901.534 (meters)                     COMP
 DL4953  NAD 83(2011) Z  -  4,341,209.846 (meters)                     COMP
 DL4953  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DL4953  DYNAMIC HEIGHT  -        215.559 (meters)      707.21  (feet) COMP
 DL4953  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 DL4953
 DL4953  VERT ORDER      -  FIRST     CLASS II
 DL4953
 DL4953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4953  Standards:
 DL4953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4953  -------------------------------------------------------------------
 DL4953  NETWORK    0.24   0.47           0.11   0.08   0.24      0.10880088
 DL4953  -------------------------------------------------------------------
 DL4953  Click here for local accuracies and other accuracy information.
 DL4953
 DL4953.The horizontal coordinates were established by GPS observations
 DL4953.and adjusted by the National Geodetic Survey in June 2012.
 DL4953
 DL4953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4953.been affixed to the stable North American tectonic plate. See 
 DL4953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4953
 DL4953.The horizontal coordinates are valid at the epoch date displayed above
 DL4953.which is a decimal equivalence of Year/Month/Day.
 DL4953
 DL4953.The orthometric height was determined by differential leveling and
 DL4953.adjusted by the NATIONAL GEODETIC SURVEY
 DL4953.in October 2009.
 DL4953
 DL4953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4953.GEOID18 height accuracy estimate available here.
 DL4953
 DL4953.Click photographs - Photos may exist for this station.
 DL4953
 DL4953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4953
 DL4953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4953
 DL4953.The ellipsoidal height was determined by GPS observations
 DL4953.and is referenced to NAD 83.
 DL4953
 DL4953.The dynamic height is computed by dividing the NAVD 88
 DL4953.geopotential number by the normal gravity value computed on the
 DL4953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4953.degrees latitude (g = 980.6199 gals.).
 DL4953
 DL4953.The modeled gravity was interpolated from observed gravity values.
 DL4953
 DL4953. The following values were computed from the NAD 83(2011) position.
 DL4953
 DL4953;                    North         East     Units Scale Factor Converg.
 DL4953;SPC MI S     -   185,383.457 4,048,173.298   MT  0.99991900   +0 24 11.4
 DL4953;SPC MI S     -   608,213.44 13,281,408.46   iFT  0.99991900   +0 24 11.4
 DL4953;UTM  17      - 4,783,142.962   274,487.308   MT  1.00022565   -1 53 55.4
 DL4953
 DL4953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4953!SPC MI S     -   0.99997154  x   0.99991900  =   0.99989054
 DL4953!UTM  17      -   0.99997154  x   1.00022565  =   1.00019718
 DL4953
 DL4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7448783142(NAD 83)
 DL4953
 DL4953                          SUPERSEDED SURVEY CONTROL
 DL4953
 DL4953  NAD 83(2007)-  43 10 02.69918(N)    083 46 27.17994(W) AD(2002.00) B
 DL4953  ELLIP H (10/23/09)  181.526  (m)                       GP(2002.00) 3 1
 DL4953
 DL4953.Superseded values are not recommended for survey control.
 DL4953
 DL4953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4953.See file dsdata.pdf to determine how the superseded data were derived.
 DL4953
 DL4953_MARKER: DD = SURVEY DISK
 DL4953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4953_STAMPING: 25618 2008
 DL4953_MARK LOGO: MIDT
 DL4953_PROJECTION: RECESSED 3 CENTIMETERS
 DL4953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4953+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2020
 DL4953
 DL4953  HISTORY     - Date     Condition        Report By
 DL4953  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4953  HISTORY     - 20140405 GOOD             C2AE
 DL4953  HISTORY     - 20200609 GOOD             MIDT
 DL4953
 DL4953                          STATION DESCRIPTION
 DL4953
 DL4953'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4953'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF MONTROSE, 5.8 MI
 DL4953'(9.3 KM) SOUTH OF BIRCH RUN AND 2.1 MI (3.4 KM) WEST-SOUTHWEST OF
 DL4953'CLIO.
 DL4953'
 DL4953'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4953'HIGHWAY 23) WITH STATE HIGHWAY 57 (VIENNA ROAD) (EXIT 131), LOCATED IN
 DL4953'CLIO, MI, GO WEST ON STATE HIGHWAY 57 FOR 0.3 MI (0.5 KM) TO LINDEN
 DL4953'ROAD, TURN LEFT AND GO SOUTH ON LINDEN ROAD FOR 0.7 MI (1.1 KM) TO THE
 DL4953'STATION ON THE RIGHT.
 DL4953'
 DL4953'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4953'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4953'CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL4953'
 DL4953'THE STATION IS 29 FT (8.8 M) SOUTHWEST OF A POST FOR A MAILBOX
 DL4953'--11170--, 10 FT (3.0 M) WEST OF EDGE OF PAVEMENT OF LINDEN ROAD, AND
 DL4953'1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4953
 DL4953                          STATION RECOVERY (2014)
 DL4953
 DL4953'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BAD)
 DL4953'RECOVERED AS DESCRIBED.
 DL4953
 DL4953                          STATION RECOVERY (2020)
 DL4953
 DL4953'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4953'CARSONITE MARKER IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4954 ***********************************************************************
 DL4954  DESIGNATION -  25619
 DL4954  PID         -  DL4954
 DL4954  STATE/COUNTY-  MI/GENESEE
 DL4954  COUNTRY     -  US
 DL4954  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4954
 DL4954                         *CURRENT SURVEY CONTROL
 DL4954  ______________________________________________________________________
 DL4954* NAD 83(1986) POSITION- 43 11 30.67   (N) 083 46 09.68   (W)   HD_HELD1
 DL4954* NAVD 88 ORTHO HEIGHT -   216.698 (meters)      710.95  (feet) ADJUSTED
 DL4954  ______________________________________________________________________
 DL4954  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 DL4954  DYNAMIC HEIGHT  -        216.647 (meters)      710.78  (feet) COMP
 DL4954  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 DL4954
 DL4954  VERT ORDER      -  FIRST     CLASS II
 DL4954
 DL4954.The horizontal coordinates were determined by differentially corrected
 DL4954.hand held GPS observations or other comparable positioning techniques
 DL4954.and have an estimated accuracy of +/- 3 meters.
 DL4954
 DL4954.The orthometric height was determined by differential leveling and
 DL4954.adjusted by the NATIONAL GEODETIC SURVEY
 DL4954.in October 2009.
 DL4954
 DL4954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4954.GEOID18 height accuracy estimate available here.
 DL4954
 DL4954.Click photographs - Photos may exist for this station.
 DL4954
 DL4954.The dynamic height is computed by dividing the NAVD 88
 DL4954.geopotential number by the normal gravity value computed on the
 DL4954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4954.degrees latitude (g = 980.6199 gals.).
 DL4954
 DL4954.The modeled gravity was interpolated from observed gravity values.
 DL4954
 DL4954;                    North         East    Units  Estimated Accuracy
 DL4954;SPC MI S     -   188,100.8   4,048,549.3     MT  (+/- 3 meters HH1 GPS) 
 DL4954
 DL4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7497285843(NAD 83)
 DL4954
 DL4954                          SUPERSEDED SURVEY CONTROL
 DL4954
 DL4954.No superseded survey control is available for this station.
 DL4954
 DL4954_MARKER: DD = SURVEY DISK
 DL4954_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4954_SP_SET: BRIDGE PARAPET
 DL4954_STAMPING: 25619 2008
 DL4954_MARK LOGO: MIDT
 DL4954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4954+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 DL4954
 DL4954  HISTORY     - Date     Condition        Report By
 DL4954  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4954  HISTORY     - 20120518 GOOD             GEOCAC
 DL4954
 DL4954                          STATION DESCRIPTION
 DL4954
 DL4954'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4954'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF MONTROSE, 4.3 MI
 DL4954'(6.9 KM) SOUTH-SOUTHEAST OF BIRCH RUN AND 2.0 MI (3.2 KM)
 DL4954'WEST-NORTHWEST OF CLIO.
 DL4954'
 DL4954'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 WITH
 DL4954'STATE HIGHWAY 57, LOCATED IN CLIO, MI, GO WEST ON STATE HIGHWAY 57 FOR
 DL4954'0.3 MI (0.5 KM) TO LINDEN ROAD, TURN RIGHT AND GO NORTH ON LINDEN ROAD
 DL4954'FOR 1 MI (1.6 KM) TO FARRAND ROAD, TURN RIGHT AND GO EAST ON FARRAND
 DL4954'ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL4954'
 DL4954'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4954'MODERNIZATION MARK DISK SET IN THE WEST END OF THE NORTH PARAPET.
 DL4954'
 DL4954'THE STATION IS 2 FT (0.6 M) NORTH OF THE EDGE OF CURB OF FARRAND ROAD.
 DL4954
 DL4954                          STATION RECOVERY (2012)
 DL4954
 DL4954'RECOVERY NOTE BY GEOCACHING 2012 (RLM)
 DL4954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4955 ***********************************************************************
 DL4955  DESIGNATION -  25620
 DL4955  PID         -  DL4955
 DL4955  STATE/COUNTY-  MI/GENESEE
 DL4955  COUNTRY     -  US
 DL4955  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4955
 DL4955                         *CURRENT SURVEY CONTROL
 DL4955  ______________________________________________________________________
 DL4955* NAD 83(1986) POSITION- 43 12 22.38   (N) 083 46 30.43   (W)   HD_HELD1
 DL4955* NAVD 88 ORTHO HEIGHT -   205.075 (meters)      672.82  (feet) ADJUSTED
 DL4955  ______________________________________________________________________
 DL4955  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 DL4955  DYNAMIC HEIGHT  -        205.027 (meters)      672.66  (feet) COMP
 DL4955  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 DL4955
 DL4955  VERT ORDER      -  FIRST     CLASS II
 DL4955
 DL4955.The horizontal coordinates were determined by differentially corrected
 DL4955.hand held GPS observations or other comparable positioning techniques
 DL4955.and have an estimated accuracy of +/- 3 meters.
 DL4955
 DL4955.The orthometric height was determined by differential leveling and
 DL4955.adjusted by the NATIONAL GEODETIC SURVEY
 DL4955.in October 2009.
 DL4955
 DL4955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4955.GEOID18 height accuracy estimate available here.
 DL4955
 DL4955.Click photographs - Photos may exist for this station.
 DL4955
 DL4955.The dynamic height is computed by dividing the NAVD 88
 DL4955.geopotential number by the normal gravity value computed on the
 DL4955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4955.degrees latitude (g = 980.6199 gals.).
 DL4955
 DL4955.The modeled gravity was interpolated from observed gravity values.
 DL4955
 DL4955;                    North         East    Units  Estimated Accuracy
 DL4955;SPC MI S     -   189,693.1   4,048,069.6     MT  (+/- 3 meters HH1 GPS) 
 DL4955
 DL4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7455687454(NAD 83)
 DL4955
 DL4955                          SUPERSEDED SURVEY CONTROL
 DL4955
 DL4955.No superseded survey control is available for this station.
 DL4955
 DL4955_MARKER: DD = SURVEY DISK
 DL4955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4955_STAMPING: 25620 2008
 DL4955_MARK LOGO: MIDT
 DL4955_PROJECTION: FLUSH
 DL4955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4955+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL4955
 DL4955  HISTORY     - Date     Condition        Report By
 DL4955  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4955  HISTORY     - 20200610 GOOD             MIDT
 DL4955
 DL4955                          STATION DESCRIPTION
 DL4955
 DL4955'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4955'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF
 DL4955'MONTROSE, 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF BIRCH RUN AND 2.9 MI (4.7
 DL4955'KM) NORTHWEST OF CLIO.
 DL4955'
 DL4955'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4955'HIGHWAY 23) WITH STATE HIGHWAY 57 (VIENNA ROAD) (EXIT 131), LOCATED IN
 DL4955'CLIO, MI, GO WEST ON STATE HIGHWAY 57 (VIENNA ROAD) FOR 0.3 MI (0.5
 DL4955'KM) TO LINDEN ROAD, TURN RIGHT AND GO NORTH ON LINDEN ROAD OR 2.0 MI
 DL4955'(3.2 KM) TO LAKE ROAD AND THE STATION ON THE LEFT.
 DL4955'
 DL4955'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4955'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4955'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4955'
 DL4955'THE STATION IS 150 FT (45.7 M) WEST OF THE CENTERLINE OF LINDEN ROAD,
 DL4955'50 FT (15.2 M) EAST OF EXTENDED CENTER OF DRIVEWAY OPENING --5026--,
 DL4955'18.5 FT (5.6 M) SOUTH OF EDGE OF PAVEMENT OF LAKE ROAD, AND 3.3 FT
 DL4955'(1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4955
 DL4955                          STATION RECOVERY (2020)
 DL4955
 DL4955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4955'IT IS 5.1 FT (1.6 M) SOUTH OF THE NEW CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0781 ***********************************************************************
 NE0781  DESIGNATION -  259 1/2
 NE0781  PID         -  NE0781
 NE0781  STATE/COUNTY-  MI/GENESEE
 NE0781  COUNTRY     -  US
 NE0781  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0781
 NE0781                         *CURRENT SURVEY CONTROL
 NE0781  ______________________________________________________________________
 NE0781* NAD 83(1986) POSITION- 42 56 26.     (N) 083 52 06.     (W)   SCALED
 NE0781* NAVD 88 ORTHO HEIGHT -   234.886 (meters)      770.62  (feet) ADJUSTED
 NE0781  ______________________________________________________________________
 NE0781  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 NE0781  DYNAMIC HEIGHT  -        234.827 (meters)      770.43  (feet) COMP
 NE0781  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 NE0781
 NE0781  VERT ORDER      -  SECOND    CLASS 0
 NE0781
 NE0781.The horizontal coordinates were scaled from a map and have
 NE0781.an estimated accuracy of +/- 6 seconds.
 NE0781
 NE0781.The orthometric height was determined by differential leveling and
 NE0781.adjusted by the NATIONAL GEODETIC SURVEY
 NE0781.in June 1991.
 NE0781
 NE0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0781.GEOID18 height accuracy estimate available here.
 NE0781
 NE0781.Click photographs - Photos may exist for this station.
 NE0781
 NE0781.The dynamic height is computed by dividing the NAVD 88
 NE0781.geopotential number by the normal gravity value computed on the
 NE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0781.degrees latitude (g = 980.6199 gals.).
 NE0781
 NE0781.The modeled gravity was interpolated from observed gravity values.
 NE0781
 NE0781;                    North         East    Units  Estimated Accuracy
 NE0781;SPC MI S     -   160,130.    4,040,670.      MT  (+/- 180 meters Scaled)
 NE0781
 NE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH659582(NAD 83)
 NE0781
 NE0781                          SUPERSEDED SURVEY CONTROL
 NE0781
 NE0781  NGVD 29 (??/??/92)  235.026  (m)          771.08   (f) ADJ UNCH    2 0
 NE0781
 NE0781.Superseded values are not recommended for survey control.
 NE0781
 NE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0781.See file dsdata.pdf to determine how the superseded data were derived.
 NE0781
 NE0781_MARKER: B = BOLT
 NE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0781_STAMPING: 259-1/2
 NE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0781+STABILITY: SURFACE MOTION
 NE0781
 NE0781  HISTORY     - Date     Condition        Report By
 NE0781  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0781  HISTORY     - 1934     GOOD             CGS
 NE0781  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0781  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0781
 NE0781                          STATION DESCRIPTION
 NE0781
 NE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0781'2.2 MI E FROM DUFFIELD.
 NE0781'2.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0781'STATION AT DUFFIELD, GENESEE COUNTY, 327 YARDS EAST OF A ROAD
 NE0781'CROSSING, 300 YARDS WEST OF THE SEYMORE ROAD, 26.4 FEET NORTH
 NE0781'OF THE NORTH RAIL OF THE NORTH TRACK, AND 1.6 FEET SOUTH OF THE
 NE0781'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 259-1/2 AND SET IN
 NE0781'THE TOP OF A CONCRETE POST.
 NE0781
 NE0781                          STATION RECOVERY (1966)
 NE0781
 NE0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0781'MARK NOT FOUND.
 NE0781
 NE0781                          STATION RECOVERY (2007)
 NE0781
 NE0781'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0781'COULD HAVE HAD AN OLD RR SIDING, PAST GRADING AND DEMOLITION MOST
 NE0781'LIKELY WOULD HAVE DESTROYED THIS STATION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0110 ***********************************************************************
 NE0110  DESIGNATION -  259 C OF D
 NE0110  PID         -  NE0110
 NE0110  STATE/COUNTY-  MI/WAYNE
 NE0110  COUNTRY     -  US
 NE0110  USGS QUAD   -  BELLE ISLE (2017)
 NE0110
 NE0110                         *CURRENT SURVEY CONTROL
 NE0110  ______________________________________________________________________
 NE0110* NAD 83(1986) POSITION- 42 20 44.     (N) 082 57 44.     (W)   SCALED
 NE0110* NAVD 88 ORTHO HEIGHT -   176.232 (meters)      578.19  (feet) ADJUSTED
 NE0110  ______________________________________________________________________
 NE0110  GEOID HEIGHT    -        -34.600 (meters)                     GEOID18
 NE0110  DYNAMIC HEIGHT  -        176.180 (meters)      578.02  (feet) COMP
 NE0110  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 NE0110
 NE0110  VERT ORDER      -  FIRST     CLASS 0
 NE0110
 NE0110.The horizontal coordinates were scaled from a map and have
 NE0110.an estimated accuracy of +/- 6 seconds.
 NE0110
 NE0110.The orthometric height was determined by differential leveling and
 NE0110.adjusted by the NATIONAL GEODETIC SURVEY
 NE0110.in June 1991.
 NE0110
 NE0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0110.GEOID18 height accuracy estimate available here.
 NE0110
 NE0110.Click photographs - Photos may exist for this station.
 NE0110
 NE0110.The dynamic height is computed by dividing the NAVD 88
 NE0110.geopotential number by the normal gravity value computed on the
 NE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0110.degrees latitude (g = 980.6199 gals.).
 NE0110
 NE0110.The modeled gravity was interpolated from observed gravity values.
 NE0110
 NE0110;                    North         East    Units  Estimated Accuracy
 NE0110;SPC MI S     -    94,890.    4,115,720.      MT  (+/- 180 meters Scaled)
 NE0110
 NE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG383900(NAD 83)
 NE0110
 NE0110                          SUPERSEDED SURVEY CONTROL
 NE0110
 NE0110  NGVD 29 (??/??/92)  176.396  (m)          578.73   (f) ADJ UNCH    1 0
 NE0110
 NE0110.Superseded values are not recommended for survey control.
 NE0110
 NE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0110.See file dsdata.pdf to determine how the superseded data were derived.
 NE0110
 NE0110_MARKER: DD = SURVEY DISK
 NE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0110+STABILITY: SURFACE MOTION
 NE0110
 NE0110  HISTORY     - Date     Condition        Report By
 NE0110  HISTORY     - UNK      MONUMENTED       MI1260
 NE0110  HISTORY     - 1970     GOOD             USLS
 NE0110
 NE0110                          STATION DESCRIPTION
 NE0110
 NE0110'DESCRIBED BY US LAKE SURVEY 1970
 NE0110'IN DETROIT.
 NE0110'A BENCHMARK ESTABLISHED BY THE CITY OF DEROIT , IS AT DETROIT,
 NE0110'WAYNE COUNTY, MICHIGAN, ON EASTERLY END OF BELLE ISLE, OPPOSITE
 NE0110'BLUE HERON LAGOON, IN WEST CORNER OF T-INTERSECTION OF LAKESIDE
 NE0110'DRIVE AND CENTRAL AVENUE, 28 FEET SOUTHWEST OF CENTERLINE OF
 NE0110'LAKESIDE DRIVE, 13.6 FEET NORTHERLY OF A 16-INCH OAK, 12.9 FEET
 NE0110'SOUTHEAST OF EAST CORNER OF BRICK BUILDING OCCUPIED BY THE
 NE0110'DEPARTMENT OF PARKS AND RECREATION, UNDER AN 8-INCH HAND HOLE
 NE0110'COVER, IN A WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0110'BRONZE DISC SET INTO A CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0952 ***********************************************************************
 NF0952  DESIGNATION -  26 A
 NF0952  PID         -  NF0952
 NF0952  STATE/COUNTY-  MI/ALLEGAN
 NF0952  COUNTRY     -  US
 NF0952  USGS QUAD   -  MARTIN (2017)
 NF0952
 NF0952                         *CURRENT SURVEY CONTROL
 NF0952  ______________________________________________________________________
 NF0952* NAD 83(1986) POSITION- 42 32 12.     (N) 085 44 29.     (W)   SCALED
 NF0952* NAVD 88 ORTHO HEIGHT -   221.304 (meters)      726.06  (feet) ADJUSTED
 NF0952  ______________________________________________________________________
 NF0952  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 NF0952  DYNAMIC HEIGHT  -        221.243 (meters)      725.86  (feet) COMP
 NF0952  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 NF0952
 NF0952  VERT ORDER      -  SECOND    CLASS 0
 NF0952
 NF0952.The horizontal coordinates were scaled from a map and have
 NF0952.an estimated accuracy of +/- 6 seconds.
 NF0952
 NF0952.The orthometric height was determined by differential leveling and
 NF0952.adjusted by the NATIONAL GEODETIC SURVEY
 NF0952.in June 1991.
 NF0952
 NF0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0952.GEOID18 height accuracy estimate available here.
 NF0952
 NF0952.Click photographs - Photos may exist for this station.
 NF0952
 NF0952.The dynamic height is computed by dividing the NAVD 88
 NF0952.geopotential number by the normal gravity value computed on the
 NF0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0952.degrees latitude (g = 980.6199 gals.).
 NF0952
 NF0952.The modeled gravity was interpolated from observed gravity values.
 NF0952
 NF0952;                    North         East    Units  Estimated Accuracy
 NF0952;SPC MI S     -   116,070.    3,887,080.      MT  (+/- 180 meters Scaled)
 NF0952
 NF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN033101(NAD 83)
 NF0952
 NF0952                          SUPERSEDED SURVEY CONTROL
 NF0952
 NF0952  NGVD 29 (??/??/92)  221.437  (m)          726.50   (f) ADJ UNCH    2 0
 NF0952
 NF0952.Superseded values are not recommended for survey control.
 NF0952
 NF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0952.See file dsdata.pdf to determine how the superseded data were derived.
 NF0952
 NF0952_MARKER: DD = SURVEY DISK
 NF0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0952_STAMPING: 26 A MICH 1929
 NF0952_MARK LOGO: USGS
 NF0952_PROJECTION: FLUSH
 NF0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0952+STABILITY: SURFACE MOTION
 NF0952
 NF0952  HISTORY     - Date     Condition        Report By
 NF0952  HISTORY     - 1929     MONUMENTED       USGS
 NF0952  HISTORY     - 1948     GOOD             CGS
 NF0952  HISTORY     - 1977     GOOD             MIDH
 NF0952  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0952  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0952
 NF0952                          STATION DESCRIPTION
 NF0952
 NF0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0952'5.6 MI E FROM ALLEGAN.
 NF0952'5.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE OVER
 NF0952'KALAMAZOO RIVER AT ALLEGAN, ABOUT 0.1 MILE EAST OF A SMALL BRIDGE
 NF0952'OVER SCHOOL BROOK, AT THE OSBORNE SCHOOL AND AT THE JUNCTION OF A
 NF0952'ROAD LEADING NORTH (COUNTY ROAD NO. 639), 31 FEET SOUTH OF THE
 NF0952'CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF THE PROLONGED CENTER
 NF0952'LINE OF THE ROAD NORTH, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 NF0952'WEST OF A NORTH-SOUTH FENCE LINE, 17 FEET NORTH OF THE NORTHWEST
 NF0952'CORNER OF A CAR SHED, 81 FEET EAST OF THE FLAG POLE IN SCHOOL
 NF0952'LAWN, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0952'POST ABOUT FLUSH WITH THE GROUND.  MARK IS ABOUT 5.5 MILES WEST
 NF0952'ALONG STATE HIGHWAY 118 FROM ITS JUNCTION WITH U.S. HIGHWAY 131
 NF0952'AT MARTIN.
 NF0952
 NF0952                          STATION RECOVERY (1977)
 NF0952
 NF0952'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0952'RECOVERED IN GOOD CONDITION.
 NF0952
 NF0952                          STATION RECOVERY (1997)
 NF0952
 NF0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0952'MARK NOT FOUND.
 NF0952
 NF0952                          STATION RECOVERY (1997)
 NF0952
 NF0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0952'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0236 ***********************************************************************
 SG0236  DESIGNATION -  26 A
 SG0236  PID         -  SG0236
 SG0236  STATE/COUNTY-  MI/HOUGHTON
 SG0236  COUNTRY     -  US
 SG0236  USGS QUAD   -  SOUTH RANGE (2017)
 SG0236
 SG0236                         *CURRENT SURVEY CONTROL
 SG0236  ______________________________________________________________________
 SG0236* NAD 83(1994) POSITION- 47 04 25.44167(N) 088 38 43.82357(W)   ADJUSTED
 SG0236* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 SG0236  ______________________________________________________________________
 SG0236  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 SG0236  LAPLACE CORR    -        -18.65  (seconds)                    DEFLEC18
 SG0236  HORZ ORDER      -  THIRD
 SG0236
 SG0236.The horizontal coordinates were established by classical geodetic methods
 SG0236.and adjusted by the National Geodetic Survey in February 1997.
 SG0236
 SG0236.The orthometric height was scaled from a topographic map.
 SG0236
 SG0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0236.GEOID18 height accuracy estimate available here.
 SG0236
 SG0236.Click photographs - Photos may exist for this station.
 SG0236
 SG0236.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0236
 SG0236. The following values were computed from the NAD 83(1994) position.
 SG0236
 SG0236;                    North         East     Units Scale Factor Converg.
 SG0236;SPC MI N     -   255,871.896 7,875,030.899   MT  0.99999767   -1 11 21.7
 SG0236;SPC MI N     -   839,474.72 25,836,715.55   iFT  0.99999767   -1 11 21.7
 SG0236;UTM  16      - 5,214,671.673   375,072.844   MT  0.99979181   -1 12 18.2
 SG0236
 SG0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0236!SPC MI N     -   0.99994631  x   0.99999767  =   0.99994398
 SG0236!UTM  16      -   0.99994631  x   0.99979181  =   0.99973813
 SG0236
 SG0236:                Primary Azimuth Mark                     Grid Az
 SG0236:SPC MI N     -  WHEAL KATE RESET                         263 42 47.6
 SG0236:UTM  16      -  WHEAL KATE RESET                         263 43 44.1
 SG0236
 SG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7507214671(NAD 83)
 SG0236
 SG0236|---------------------------------------------------------------------|
 SG0236| PID    Reference Object                     Distance      Geod. Az  |
 SG0236|                                                           dddmmss.s |
 SG0236| SG0232 WHEAL KATE RESET                    APPROX. 1.3 KM 2623125.9 |
 SG0236|---------------------------------------------------------------------|
 SG0236
 SG0236                          SUPERSEDED SURVEY CONTROL
 SG0236
 SG0236  NAD 83(1986)-  47 04 25.43868(N)    088 38 43.80008(W) AD(       ) 3
 SG0236  NAD 27      -  47 04 25.70100(N)    088 38 43.38100(W) AD(       ) 3
 SG0236
 SG0236.Superseded values are not recommended for survey control.
 SG0236
 SG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0236.See file dsdata.pdf to determine how the superseded data were derived.
 SG0236
 SG0236_MARKER: DD = SURVEY DISK
 SG0236_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0236_STAMPING: 26 A
 SG0236_MARK LOGO: CGS+SS
 SG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0236
 SG0236  HISTORY     - Date     Condition        Report By
 SG0236  HISTORY     - 1934     MONUMENTED       MIGS
 SG0236  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 SG0236
 SG0236                          STATION DESCRIPTION
 SG0236
 SG0236'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0236'AT SOUTH RANGE, NEAR EAST SHOULDER OF COPPER RANGE RAILWAY,
 SG0236'20.91 FEET EAST OF WEST RAIL.  TO REACH FROM INTERSECTION
 SG0236'OF RAILWAY TRACKS AND STATE HIGHWAY M 26 AT SOUTH RANGE, GO
 SG0236'1,635 FEET N. 20 DEG W., ALONG RAILWAY TO STATION.  STATION
 SG0236'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 SG0236'PROJECTING 4 INCHES.  NO ELEVATION HAS BEEN DETERMINED FOR
 SG0236'THIS STATION.
 SG0236
 SG0236                          STATION RECOVERY (2003)
 SG0236
 SG0236'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0190 ***********************************************************************
 SG0190  DESIGNATION -  26 A 1
 SG0190  PID         -  SG0190
 SG0190  STATE/COUNTY-  MI/HOUGHTON
 SG0190  COUNTRY     -  US
 SG0190  USGS QUAD   -  HANCOCK (2017)
 SG0190
 SG0190                         *CURRENT SURVEY CONTROL
 SG0190  ______________________________________________________________________
 SG0190* NAD 83(1994) POSITION- 47 08 23.20598(N) 088 32 21.88002(W)   ADJUSTED
 SG0190* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 SG0190  ______________________________________________________________________
 SG0190  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 SG0190  LAPLACE CORR    -        -17.96  (seconds)                    DEFLEC18
 SG0190  HORZ ORDER      -  THIRD
 SG0190
 SG0190.The horizontal coordinates were established by classical geodetic methods
 SG0190.and adjusted by the National Geodetic Survey in February 1997.
 SG0190
 SG0190.The orthometric height was scaled from a topographic map.
 SG0190
 SG0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0190.GEOID18 height accuracy estimate available here.
 SG0190
 SG0190.Click photographs - Photos may exist for this station.
 SG0190
 SG0190.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0190
 SG0190. The following values were computed from the NAD 83(1994) position.
 SG0190
 SG0190;                    North         East     Units Scale Factor Converg.
 SG0190;SPC MI N     -   263,051.174 7,883,229.922   MT  1.00001427   -1 06 45.6
 SG0190;SPC MI N     -   863,028.79 25,863,615.23   iFT  1.00001427   -1 06 45.6
 SG0190;UTM  16      - 5,221,847.067   383,271.988   MT  0.99976746   -1 07 42.7
 SG0190
 SG0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0190!SPC MI N     -   0.99995061  x   1.00001427  =   0.99996488
 SG0190!UTM  16      -   0.99995061  x   0.99976746  =   0.99971809
 SG0190
 SG0190:                Primary Azimuth Mark                     Grid Az
 SG0190:SPC MI N     -  26 Y                                     246 22 55.2
 SG0190:UTM  16      -  26 Y                                     246 23 52.3
 SG0190
 SG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8327121847(NAD 83)
 SG0190
 SG0190|---------------------------------------------------------------------|
 SG0190| PID    Reference Object                     Distance      Geod. Az  |
 SG0190|                                                           dddmmss.s |
 SG0190| SG0187 26 Y                                APPROX. 1.9 KM 2451609.6 |
 SG0190|---------------------------------------------------------------------|
 SG0190
 SG0190                          SUPERSEDED SURVEY CONTROL
 SG0190
 SG0190  NAD 83(1986)-  47 08 23.20174(N)    088 32 21.85575(W) AD(       ) 3
 SG0190  NAD 27      -  47 08 23.46700(N)    088 32 21.40800(W) AD(       ) 3
 SG0190
 SG0190.Superseded values are not recommended for survey control.
 SG0190
 SG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0190.See file dsdata.pdf to determine how the superseded data were derived.
 SG0190
 SG0190_MARKER: DD = SURVEY DISK
 SG0190_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0190_STAMPING: 26 A 1
 SG0190_MARK LOGO: CGS+SS
 SG0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0190
 SG0190  HISTORY     - Date     Condition        Report By
 SG0190  HISTORY     - 1934     MONUMENTED       MIGS
 SG0190
 SG0190                          STATION DESCRIPTION
 SG0190
 SG0190'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0190'ABOUT 1 MILE NORTHEAST OF RIPLEY.  TO REACH, TURN OFF U.S.
 SG0190'HIGHWAY 41 TO ROAD NORTH OF QUINCY NO. 6 SHAFT HOUSE, FOLLOW
 SG0190'ROAD TO MAGNETIC STATION, 940 FEET SOUTH OF CENTER LINE OF
 SG0190'MAGNETIC STATION ROAD, 75 FEET SOUTHWEST OF OLD EXPLORATION
 SG0190'SHAFT, 15 FEET NORTHEAST OF OLD BUILDING FOUNDATION.  STATION
 SG0190'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN REINFORCED
 SG0190'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0235 ***********************************************************************
 SG0235  DESIGNATION -  26 B
 SG0235  PID         -  SG0235
 SG0235  STATE/COUNTY-  MI/HOUGHTON
 SG0235  COUNTRY     -  US
 SG0235  USGS QUAD   -  SOUTH RANGE (2017)
 SG0235
 SG0235                         *CURRENT SURVEY CONTROL
 SG0235  ______________________________________________________________________
 SG0235* NAD 83(1994) POSITION- 47 04 51.90250(N) 088 38 57.99424(W)   ADJUSTED
 SG0235* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 SG0235  ______________________________________________________________________
 SG0235  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 SG0235  LAPLACE CORR    -        -17.59  (seconds)                    DEFLEC18
 SG0235  HORZ ORDER      -  THIRD
 SG0235
 SG0235.The horizontal coordinates were established by classical geodetic methods
 SG0235.and adjusted by the National Geodetic Survey in February 1997.
 SG0235
 SG0235.The orthometric height was scaled from a topographic map.
 SG0235
 SG0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0235.GEOID18 height accuracy estimate available here.
 SG0235
 SG0235.Click photographs - Photos may exist for this station.
 SG0235
 SG0235.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0235
 SG0235. The following values were computed from the NAD 83(1994) position.
 SG0235
 SG0235;                    North         East     Units Scale Factor Converg.
 SG0235;SPC MI N     -   256,695.073 7,874,749.000   MT  0.99999945   -1 11 31.9
 SG0235;SPC MI N     -   842,175.44 25,835,790.68   iFT  0.99999945   -1 11 31.9
 SG0235;UTM  16      - 5,215,494.758   374,791.229   MT  0.99979268   -1 12 29.1
 SG0235
 SG0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0235!SPC MI N     -   0.99995132  x   0.99999945  =   0.99995077
 SG0235!UTM  16      -   0.99995132  x   0.99979268  =   0.99974401
 SG0235
 SG0235:                Primary Azimuth Mark                     Grid Az
 SG0235:SPC MI N     -  26 A                                     161 05 45.7
 SG0235:UTM  16      -  26 A                                     161 06 42.9
 SG0235
 SG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7479115494(NAD 83)
 SG0235
 SG0235|---------------------------------------------------------------------|
 SG0235| PID    Reference Object                     Distance      Geod. Az  |
 SG0235|                                                           dddmmss.s |
 SG0235| SG0197 HANCOCK MINE SMOKESTK MIGS          APPROX. 7.1 KM 0364126.2 |
 SG0235| SG0231 ATLANTIC MINE SMOKESTK              APPROX. 2.4 KM 0401015.2 |
 SG0235| SG0236 26 A                                APPROX. 0.9 KM 1595413.8 |
 SG0235| CJ1747 T54N R34E SECS 6 7 1/4 COR                         34647     |
 SG0235|---------------------------------------------------------------------|
 SG0235
 SG0235                          SUPERSEDED SURVEY CONTROL
 SG0235
 SG0235  NAD 83(1986)-  47 04 51.89971(N)    088 38 57.97069(W) AD(       ) 3
 SG0235  NAD 27      -  47 04 52.14600(N)    088 38 57.54300(W) AD(       ) 3
 SG0235
 SG0235.Superseded values are not recommended for survey control.
 SG0235
 SG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0235.See file dsdata.pdf to determine how the superseded data were derived.
 SG0235
 SG0235_MARKER: DD = SURVEY DISK
 SG0235_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0235_STAMPING: 26 B
 SG0235_MARK LOGO: CGS+SS
 SG0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0235
 SG0235  HISTORY     - Date     Condition        Report By
 SG0235  HISTORY     - 1934     MONUMENTED       MIGS
 SG0235  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 SG0235
 SG0235                          STATION DESCRIPTION
 SG0235
 SG0235'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0235'BETWEEN SOUTH RANGE AND MILL MINE JUNCTION, 20 FEET WEST OF
 SG0235'EAST RAIL OF COPPER RANGE RAILWAY.  TO REACH, FOLLOW ROAD
 SG0235'LEADING TO SOUTH RANGE CEMETERY TO RAILROAD CROSSING AND
 SG0235'TURN NORTH 330 FEET ALONG RAILROAD GRADE TO STATION.  STATION
 SG0235'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0235'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0235
 SG0235                          STATION RECOVERY (2003)
 SG0235
 SG0235'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0235'FOUND A DAMAGED 8-INCH SQ CONCRETE POST WITH A IRON PIPE IN THE
 SG0235'CENTER. DGPS PLACES THE MARK AT THIS LOCATION TO WITHIN 7 FEET OF THE
 SG0235'FOUND POST.  THERE WAS NO SURVEY DISK FOUND, THE CONCRETE IS BROKEN
 SG0235'AND THE PIPE IS MANGLED.
 SG0235'THE OLD RAILROAD GRADE IS A ATV/SNOWMOBILE TRAIL TODAY AS WELL A
 SG0235'BURIED CABLE AND SEWER ROUTE.
 SG0235'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0217 ***********************************************************************
 SG0217  DESIGNATION -  26 C
 SG0217  PID         -  SG0217
 SG0217  STATE/COUNTY-  MI/HOUGHTON
 SG0217  COUNTRY     -  US
 SG0217  USGS QUAD   -  CHASSELL (2017)
 SG0217
 SG0217                         *CURRENT SURVEY CONTROL
 SG0217  ______________________________________________________________________
 SG0217* NAD 83(1994) POSITION- 47 05 32.85000(N) 088 36 59.39485(W)   ADJUSTED
 SG0217* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 SG0217  ______________________________________________________________________
 SG0217  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 SG0217  LAPLACE CORR    -        -16.95  (seconds)                    DEFLEC18
 SG0217  HORZ ORDER      -  THIRD
 SG0217
 SG0217.The horizontal coordinates were established by classical geodetic methods
 SG0217.and adjusted by the National Geodetic Survey in February 1997.
 SG0217
 SG0217.The orthometric height was scaled from a topographic map.
 SG0217
 SG0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0217.GEOID18 height accuracy estimate available here.
 SG0217
 SG0217.Click photographs - Photos may exist for this station.
 SG0217
 SG0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0217
 SG0217. The following values were computed from the NAD 83(1994) position.
 SG0217
 SG0217;                    North         East     Units Scale Factor Converg.
 SG0217;SPC MI N     -   257,907.788 7,877,276.068   MT  1.00000224   -1 10 06.2
 SG0217;SPC MI N     -   846,154.16 25,844,081.59   iFT  1.00000224   -1 10 06.2
 SG0217;UTM  16      - 5,216,706.518   377,318.096   MT  0.99978498   -1 11 03.0
 SG0217
 SG0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0217!SPC MI N     -   0.99995699  x   1.00000224  =   0.99995923
 SG0217!UTM  16      -   0.99995699  x   0.99978498  =   0.99974198
 SG0217
 SG0217:                Primary Azimuth Mark                     Grid Az
 SG0217:SPC MI N     -  26 B                                     244 21 51.4
 SG0217:UTM  16      -  26 B                                     244 22 48.2
 SG0217
 SG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7731816706(NAD 83)
 SG0217
 SG0217|---------------------------------------------------------------------|
 SG0217| PID    Reference Object                     Distance      Geod. Az  |
 SG0217|                                                           dddmmss.s |
 SG0217| CJ1749 T54N R34W SECS 9 10 1/4 COR                        22610     |
 SG0217| SG0235 26 B                                APPROX. 2.8 KM 2431145.2 |
 SG0217| SG0231 ATLANTIC MINE SMOKESTK              APPROX. 1.1 KM 2985819.7 |
 SG0217| CJ1748 T54N R34W SECS 3 4 9 10                            35541     |
 SG0217|---------------------------------------------------------------------|
 SG0217
 SG0217                          SUPERSEDED SURVEY CONTROL
 SG0217
 SG0217  NAD 83(1986)-  47 05 32.84681(N)    088 36 59.37130(W) AD(       ) 3
 SG0217  NAD 27      -  47 05 33.10300(N)    088 36 58.94900(W) AD(       ) 3
 SG0217
 SG0217.Superseded values are not recommended for survey control.
 SG0217
 SG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0217.See file dsdata.pdf to determine how the superseded data were derived.
 SG0217
 SG0217_MARKER: DD = SURVEY DISK
 SG0217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0217_STAMPING: 26 C 1934
 SG0217_MARK LOGO: CGS+SS
 SG0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0217
 SG0217  HISTORY     - Date     Condition        Report By
 SG0217  HISTORY     - 1934     MONUMENTED       MIGS
 SG0217  HISTORY     - 20090717 GOOD             GEOCAC
 SG0217
 SG0217                          STATION DESCRIPTION
 SG0217
 SG0217'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0217'NEAR CENTER OF WEST EDGE OF SEC. 10, T. 54 N., R. 34 W., ABOUT
 SG0217'1/2 MILE EAST OF ATLANTIC POST OFFICE, ABOUT 1/2 MILE SOUTH
 SG0217'OF STATE HIGHWAY M 26.  TO REACH, FOLLOW FENCE LINE SOUTH
 SG0217'FROM FILLING STATION.  FOLLOWING DISTANCES AND BEARINGS ARE FROM
 SG0217'STATION--TO EAST 1/4 POST SEC. 9, 421.7 FEET, S. 46 DEG 07 MIN
 SG0217'W.  SEC. CORNER, N. 40 DEG 22 MIN W.  ISLE ROYAL 5 SMOKESTACK,
 SG0217'N. 80 DEG 56 MIN E.  TO 6 SMOKESTACK S. 83 DEG 28 MIN E.
 SG0217'STATION IS U.S. C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 SG0217'CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0217
 SG0217                          STATION RECOVERY (2009)
 SG0217
 SG0217'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0217'STATION IS LOCATED IN A WOODED AREA BEHIND MOYLE CONSTRUCTION. ACCESS
 SG0217'WAS GAINED WITH PERMISSION THROUGH ALONG A ROAD TO THE BACK OF THE
 SG0217'MOYLE PROPERTY, THEN ON FOOT THROUGH A MEADOW AND WOODED AREA. MARK
 SG0217'WAS FOUND USING GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0242 ***********************************************************************
 SG0242  DESIGNATION -  26 C 1
 SG0242  PID         -  SG0242
 SG0242  STATE/COUNTY-  MI/HOUGHTON
 SG0242  COUNTRY     -  US
 SG0242  USGS QUAD   -  OSKAR (2017)
 SG0242
 SG0242                         *CURRENT SURVEY CONTROL
 SG0242  ______________________________________________________________________
 SG0242* NAD 83(1994) POSITION- 47 12 59.06490(N) 088 37 41.80135(W)   ADJUSTED
 SG0242* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 SG0242  ______________________________________________________________________
 SG0242  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 SG0242  LAPLACE CORR    -         -8.84  (seconds)                    DEFLEC18
 SG0242  HORZ ORDER      -  THIRD
 SG0242
 SG0242.The horizontal coordinates were established by classical geodetic methods
 SG0242.and adjusted by the National Geodetic Survey in February 1997.
 SG0242
 SG0242.The orthometric height was scaled from a topographic map.
 SG0242
 SG0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0242.GEOID18 height accuracy estimate available here.
 SG0242
 SG0242.Click photographs - Photos may exist for this station.
 SG0242
 SG0242.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0242
 SG0242. The following values were computed from the NAD 83(1994) position.
 SG0242
 SG0242;                    North         East     Units Scale Factor Converg.
 SG0242;SPC MI N     -   271,703.278 7,876,664.927   MT  1.00003522   -1 10 36.9
 SG0242;SPC MI N     -   891,414.95 25,842,076.53   iFT  1.00003522   -1 10 36.9
 SG0242;UTM  16      - 5,230,498.983   376,711.195   MT  0.99978681   -1 11 42.7
 SG0242
 SG0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0242!SPC MI N     -   0.99997030  x   1.00003522  =   1.00000552
 SG0242!UTM  16      -   0.99997030  x   0.99978681  =   0.99975712
 SG0242
 SG0242:                Primary Azimuth Mark                     Grid Az
 SG0242:SPC MI N     -  26 F 1 TAMARACK TANK                     074 02 35.4
 SG0242:UTM  16      -  26 F 1 TAMARACK TANK                     074 03 41.2
 SG0242
 SG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7671130498(NAD 83)
 SG0242
 SG0242|---------------------------------------------------------------------|
 SG0242| PID    Reference Object                     Distance      Geod. Az  |
 SG0242|                                                           dddmmss.s |
 SG0242| SG0172 26 F 1 TAMARACK TANK                APPROX.12.7 KM 0725158.5 |
 SG0242|---------------------------------------------------------------------|
 SG0242
 SG0242                          SUPERSEDED SURVEY CONTROL
 SG0242
 SG0242  NAD 83(1986)-  47 12 59.06164(N)    088 37 41.77549(W) AD(       ) 3
 SG0242  NAD 27      -  47 12 59.34900(N)    088 37 41.28300(W) AD(       ) 3
 SG0242
 SG0242.Superseded values are not recommended for survey control.
 SG0242
 SG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0242.See file dsdata.pdf to determine how the superseded data were derived.
 SG0242
 SG0242_MARKER: DD = SURVEY DISK
 SG0242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0242_STAMPING: 26 C 1
 SG0242_MARK LOGO: CGS+SS
 SG0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0242
 SG0242  HISTORY     - Date     Condition        Report By
 SG0242  HISTORY     - 1934     MONUMENTED       MIGS
 SG0242  HISTORY     - 20030927 MARK NOT FOUND   GEOCAC
 SG0242
 SG0242                          STATION DESCRIPTION
 SG0242
 SG0242'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0242'ABOUT 5.5 MILES NORTH OF HANCOCK, IN T. 56 N., R. 34 W., SEC.
 SG0242'28, 0.9 MILE NORTH OF CANAL SCHOOL ON EAST SIDE OF ROAD, 38
 SG0242'FEET FROM CENTER LINE OF ROAD, IN SMALL AREA VISIBLE TO TAMARACK
 SG0242'TANK, QUINCY NO. 6 FLAGPOLE, AND WHEAL KATE TOWER.  REACHED
 SG0242'BY COUNTY ROAD FOLLOWING KEWEENAW WATERWAY ON HOUGHTON SIDE
 SG0242'WEST AND NORTH TO PORTAGE LAKE SHIP CANAL LIGHTHOUSE.  STATION
 SG0242'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0242
 SG0242                          STATION RECOVERY (2003)
 SG0242
 SG0242'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0209 ***********************************************************************
 SG0209  DESIGNATION -  26 E
 SG0209  PID         -  SG0209
 SG0209  STATE/COUNTY-  MI/HOUGHTON
 SG0209  COUNTRY     -  US
 SG0209  USGS QUAD   -  CHASSELL (2017)
 SG0209
 SG0209                         *CURRENT SURVEY CONTROL
 SG0209  ______________________________________________________________________
 SG0209* NAD 83(1994) POSITION- 47 06 51.21373(N) 088 35 19.27214(W)   ADJUSTED
 SG0209* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 SG0209  ______________________________________________________________________
 SG0209  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 SG0209  LAPLACE CORR    -        -16.85  (seconds)                    DEFLEC18
 SG0209  HORZ ORDER      -  THIRD
 SG0209
 SG0209.The horizontal coordinates were established by classical geodetic methods
 SG0209.and adjusted by the National Geodetic Survey in February 1997.
 SG0209
 SG0209.The orthometric height was scaled from a topographic map.
 SG0209
 SG0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0209.GEOID18 height accuracy estimate available here.
 SG0209
 SG0209.Click photographs - Photos may exist for this station.
 SG0209
 SG0209.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0209
 SG0209. The following values were computed from the NAD 83(1994) position.
 SG0209
 SG0209;                    North         East     Units Scale Factor Converg.
 SG0209;SPC MI N     -   260,284.604 7,879,435.746   MT  1.00000769   -1 08 53.8
 SG0209;SPC MI N     -   853,952.11 25,851,167.15   iFT  1.00000769   -1 08 53.8
 SG0209;UTM  16      - 5,219,082.207   379,477.948   MT  0.99977852   -1 09 51.1
 SG0209
 SG0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0209!SPC MI N     -   0.99996657  x   1.00000769  =   0.99997426
 SG0209!UTM  16      -   0.99996657  x   0.99977852  =   0.99974510
 SG0209
 SG0209:                Primary Azimuth Mark                     Grid Az
 SG0209:SPC MI N     -  26 D                                     195 13 06.4
 SG0209:UTM  16      -  26 D                                     195 14 03.7
 SG0209
 SG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7947719082(NAD 83)
 SG0209
 SG0209|---------------------------------------------------------------------|
 SG0209| PID    Reference Object                     Distance      Geod. Az  |
 SG0209|                                                           dddmmss.s |
 SG0209| SG0215 26 D                                APPROX. 0.9 KM 1940412.6 |
 SG0209| SG0212 26 F                                APPROX. 0.6 KM 3584247.9 |
 SG0209|---------------------------------------------------------------------|
 SG0209
 SG0209                          SUPERSEDED SURVEY CONTROL
 SG0209
 SG0209  NAD 83(1986)-  47 06 51.21022(N)    088 35 19.24824(W) AD(       ) 3
 SG0209  NAD 27      -  47 06 51.46600(N)    088 35 18.81700(W) AD(       ) 3
 SG0209
 SG0209.Superseded values are not recommended for survey control.
 SG0209
 SG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0209.See file dsdata.pdf to determine how the superseded data were derived.
 SG0209
 SG0209_MARKER: DD = SURVEY DISK
 SG0209_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0209_STAMPING: 26 E
 SG0209_MARK LOGO: CGS+SS
 SG0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0209
 SG0209  HISTORY     - Date     Condition        Report By
 SG0209  HISTORY     - 1934     MONUMENTED       MIGS
 SG0209  HISTORY     - 20020213 MARK NOT FOUND   WILCOX
 SG0209  HISTORY     - 20031115 MARK NOT FOUND   GEOCAC
 SG0209
 SG0209                          STATION DESCRIPTION
 SG0209
 SG0209'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0209'NEAR HOUGHTON, IN SEC. 35, T. 55 N., R. 34 W., 1.15 MILES FROM
 SG0209'SOUTH END OF HOUGHTON-HANCOCK BRIDGE ON STATE HIGHWAY M 26,
 SG0209'40 FEET EAST OF CENTER LINE OF HIGHWAY.  FOLLOWING DISTANCES
 SG0209'AND BEARINGS ARE FROM STATION--TO FINNISH EVANGELICAL LUTHERAN
 SG0209'CHURCH, N. 26 DEG 19 MIN E.  TO NORTHWEST CORNER NAMKEG RAISE,
 SG0209'148 FEET, S. 11 DEG 58 MIN E., FINNISH LUTHERAN CHURCH SPIRE,
 SG0209'N. 4 DEG 18 MIN W.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0209'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0209'FOR THIS STATION.
 SG0209
 SG0209                          STATION RECOVERY (2002)
 SG0209
 SG0209'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (SP)
 SG0209'MARK NOT FOUND.
 SG0209
 SG0209                          STATION RECOVERY (2003)
 SG0209
 SG0209'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0209'THERE HAS BEEN ROAD CONSTRUCTION AND DEVELOPMENT AT THE DESCRIBED
 SG0209'LOCATION.  DGPS (WAAS ACC = 2 M) PLACES THE MARK IN BACK SLOPE FOR
 SG0209'RELOCATED (1980) M-26.  MARK IS ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0063 ***********************************************************************
 SG0063  DESIGNATION -  26 E 1
 SG0063  PID         -  SG0063
 SG0063  STATE/COUNTY-  MI/HOUGHTON
 SG0063  COUNTRY     -  US
 SG0063  USGS QUAD   -  HANCOCK (2017)
 SG0063
 SG0063                         *CURRENT SURVEY CONTROL
 SG0063  ______________________________________________________________________
 SG0063* NAD 83(1986) POSITION- 47 07 58.7    (N) 088 34 49.2    (W)   HD_HELD2
 SG0063* NAVD 88 ORTHO HEIGHT -   331.97  (+/-2cm)     1089.1   (feet) VERTCON3
 SG0063  ______________________________________________________________________
 SG0063  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 SG0063  VERT ORDER      -  ? (See Below)
 SG0063
 SG0063.The horizontal coordinates were established by autonomous hand held GPS
 SG0063.observations and have an estimated accuracy of +/- 10 meters.
 SG0063
 SG0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0063
 SG0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0063.GEOID18 height accuracy estimate available here.
 SG0063
 SG0063.The vertical order pertains to the NGVD 29 superseded value.
 SG0063
 SG0063.Click photographs - Photos may exist for this station.
 SG0063
 SG0063;                    North         East    Units  Estimated Accuracy
 SG0063;SPC MI N     -   262,356.    7,880,111.      MT  (+/- 10 meters HH2 GPS)
 SG0063
 SG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8015321152(NAD 83)
 SG0063
 SG0063                          SUPERSEDED SURVEY CONTROL
 SG0063
 SG0063  NGVD 29 (??/??/92)  331.979  (m)         1089.17   (f) ADJ UNCH       
 SG0063
 SG0063.Superseded values are not recommended for survey control.
 SG0063
 SG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0063.See file dsdata.pdf to determine how the superseded data were derived.
 SG0063
 SG0063_MARKER: DD = SURVEY DISK
 SG0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0063_SP_SET: BUILDING
 SG0063_STAMPING: 26 E 1
 SG0063_MARK LOGO: CGS+SS
 SG0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0063+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2022
 SG0063
 SG0063  HISTORY     - Date     Condition        Report By
 SG0063  HISTORY     - 1934     MONUMENTED       MIGS
 SG0063  HISTORY     - 20010508 GOOD             MIDT
 SG0063  HISTORY     - 20070610 GOOD             GEOCAC
 SG0063  HISTORY     - 20220826 GOOD             PROFLN
 SG0063
 SG0063                          STATION DESCRIPTION
 SG0063
 SG0063'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0063'1.5 MI NE FROM HANCOCK.
 SG0063'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM A SHARP BEND IN THE
 SG0063'WEST PART OF HANCOCK, HOUGHTON COUNTY, IN QUINCY LOCATION, IN THE
 SG0063'SOUTH STONE WALL OF THE QUINCY MINING CO. OFFICE BUILDING, 2 FEET
 SG0063'FROM THE SOUTHEAST CORNER, AND IN THE FIRST COURSE OF STONE ABOVE
 SG0063'THE WATER TABLE.  A STATE SURVEY STANDARD DISK, SET VERTICALLY.
 SG0063
 SG0063                          STATION RECOVERY (2001)
 SG0063
 SG0063'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0063'THE MARK IS LOCATED AT 49445N HWY US 41. IN A 2 STORY SANDSTONE
 SG0063'BUILDING IN THE KEWEENAW NAT'L HISTORIC PARK. AT THE -SE- CORNER AND
 SG0063'ABOUT 5 FT ABOVE THE GROUND STAMPED '26 E 1'.
 SG0063
 SG0063                          STATION RECOVERY (2007)
 SG0063
 SG0063'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 SG0063'RECOVERED IN GOOD CONDITION.
 SG0063
 SG0063                          STATION RECOVERY (2022)
 SG0063
 SG0063'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 SG0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0212 ***********************************************************************
 SG0212  DESIGNATION -  26 F
 SG0212  PID         -  SG0212
 SG0212  STATE/COUNTY-  MI/HOUGHTON
 SG0212  COUNTRY     -  US
 SG0212  USGS QUAD   -  CHASSELL (2017)
 SG0212
 SG0212                         *CURRENT SURVEY CONTROL
 SG0212  ______________________________________________________________________
 SG0212* NAD 83(1994) POSITION- 47 07 09.04772(N) 088 35 19.85897(W)   ADJUSTED
 SG0212* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 SG0212  ______________________________________________________________________
 SG0212  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 SG0212  LAPLACE CORR    -        -16.24  (seconds)                    DEFLEC18
 SG0212  HORZ ORDER      -  THIRD
 SG0212
 SG0212.The horizontal coordinates were established by classical geodetic methods
 SG0212.and adjusted by the National Geodetic Survey in February 1997.
 SG0212
 SG0212.The orthometric height was scaled from a topographic map.
 SG0212
 SG0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0212.GEOID18 height accuracy estimate available here.
 SG0212
 SG0212.Click photographs - Photos may exist for this station.
 SG0212
 SG0212.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0212
 SG0212. The following values were computed from the NAD 83(1994) position.
 SG0212
 SG0212;                    North         East     Units Scale Factor Converg.
 SG0212;SPC MI N     -   260,835.485 7,879,434.415   MT  1.00000895   -1 08 54.3
 SG0212;SPC MI N     -   855,759.47 25,851,162.78   iFT  1.00000895   -1 08 54.3
 SG0212;UTM  16      - 5,219,632.962   379,476.771   MT  0.99977852   -1 09 51.8
 SG0212
 SG0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0212!SPC MI N     -   0.99997064  x   1.00000895  =   0.99997959
 SG0212!UTM  16      -   0.99997064  x   0.99977852  =   0.99974917
 SG0212
 SG0212:                Primary Azimuth Mark                     Grid Az
 SG0212:SPC MI N     -  26 E                                     179 51 41.7
 SG0212:UTM  16      -  26 E                                     179 52 39.2
 SG0212
 SG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7947619632(NAD 83)
 SG0212
 SG0212|---------------------------------------------------------------------|
 SG0212| PID    Reference Object                     Distance      Geod. Az  |
 SG0212|                                                           dddmmss.s |
 SG0212| SG0209 26 E                                APPROX. 0.6 KM 1784247.4 |
 SG0212| CJ1750 26 F RP 10 IN MAPLE                                19703     |
 SG0212| CJ1751 26 F RP 14 IN BASSWOOD                             26914     |
 SG0212| SG0213 CRAB                                454.142 METERS 3372903.5 |
 SG0212| SG0197 HANCOCK MINE SMOKESTK MIGS          APPROX. 1.5 KM 3455436.5 |
 SG0212|---------------------------------------------------------------------|
 SG0212
 SG0212                          SUPERSEDED SURVEY CONTROL
 SG0212
 SG0212  NAD 83(1986)-  47 07 09.04423(N)    088 35 19.83495(W) AD(       ) 3
 SG0212  NAD 27      -  47 07 09.30200(N)    088 35 19.40000(W) AD(       ) 3
 SG0212
 SG0212.Superseded values are not recommended for survey control.
 SG0212
 SG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0212.See file dsdata.pdf to determine how the superseded data were derived.
 SG0212
 SG0212_MARKER: DD = SURVEY DISK
 SG0212_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0212_STAMPING: 26 F
 SG0212_MARK LOGO: CGS+SS
 SG0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0212
 SG0212  HISTORY     - Date     Condition        Report By
 SG0212  HISTORY     - 1934     MONUMENTED       MIGS
 SG0212  HISTORY     - 20020213 MARK NOT FOUND   WILCOX
 SG0212  HISTORY     - 20031116 MARK NOT FOUND   GEOCAC
 SG0212
 SG0212                          STATION DESCRIPTION
 SG0212
 SG0212'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0212'SOUTH OF HOUGHTON, IN SEC. 34, T. 55 N., R. 34 W., 0.8 MILE
 SG0212'FROM SOUTH END OF HOUGHTON-HANCOCK BRIDGE ON STATE HIGHWAY M
 SG0212'26, 55 FEET WEST OF CENTER LINE OF HIGHWAY ON BROW OF VAN ORDEN
 SG0212'HILL.  FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--TO
 SG0212'14-INCH BASSWOOD, 87.7 FEET, S. 89 DEG 11 MIN W., 10-INCH MAPLE,
 SG0212'85.2 FEET S. 16 DEG 59 MIN W.  SOUTHWEST CORNER OF HANCOCK
 SG0212'HIGH SCHOOL, N. 11 DEG 02 MIN E.  HANCOCK MINE SMOKE-STACK,
 SG0212'N. 14 DEG 09 MIN W.  STATION IS U.S.C. AND G.S. AND STATE
 SG0212'SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN
 SG0212'DETERMINED FOR THIS STATION.
 SG0212
 SG0212                          STATION RECOVERY (2002)
 SG0212
 SG0212'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (SP)
 SG0212'MARK NOT FOUND.
 SG0212
 SG0212                          STATION RECOVERY (2003)
 SG0212
 SG0212'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0212'ROAD CONSTRUCTION IN THE AREA.
 SG0212'TO REACH FROM THE HOUGHTON END OF THE US-41 LIFT BRIDGE FOLLOW STATE
 SG0212'HWY M-26 SOUTH ABOUT 0.75 MILE TO CALVERLY ST, THENCE RIGHT (WEST) ON
 SG0212'CALVERLY ST 2 BLOCKS TO PARK AVE (OLD M-26), THENCE RIGHT (NORTH)
 SG0212'ALONG PARK AVE TO THE CUL-DE-SAC AND THE SITE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0055 ***********************************************************************
 SG0055  DESIGNATION -  26 G
 SG0055  PID         -  SG0055
 SG0055  STATE/COUNTY-  MI/HOUGHTON
 SG0055  COUNTRY     -  US
 SG0055  USGS QUAD   -  HANCOCK (2017)
 SG0055
 SG0055                         *CURRENT SURVEY CONTROL
 SG0055  ______________________________________________________________________
 SG0055* NAD 83(1994) POSITION- 47 07 31.33089(N) 088 34 32.79653(W)   ADJUSTED
 SG0055* NAVD 88 ORTHO HEIGHT -   186.495 (meters)      611.86  (feet) ADJUSTED
 SG0055  ______________________________________________________________________
 SG0055  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 SG0055  LAPLACE CORR    -        -16.66  (seconds)                    DEFLEC18
 SG0055  DYNAMIC HEIGHT  -        186.523 (meters)      611.95  (feet) COMP
 SG0055  MODELED GRAVITY -    980,761.1   (mgal)                       NAVD 88
 SG0055
 SG0055  HORZ ORDER      -  THIRD
 SG0055  VERT ORDER      -  FIRST     CLASS II
 SG0055
 SG0055.The horizontal coordinates were established by classical geodetic methods
 SG0055.and adjusted by the National Geodetic Survey in February 1997.
 SG0055
 SG0055.The orthometric height was determined by differential leveling and
 SG0055.adjusted by the NATIONAL GEODETIC SURVEY
 SG0055.in June 1991.
 SG0055
 SG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0055.GEOID18 height accuracy estimate available here.
 SG0055
 SG0055.Click photographs - Photos may exist for this station.
 SG0055
 SG0055.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0055
 SG0055.The dynamic height is computed by dividing the NAVD 88
 SG0055.geopotential number by the normal gravity value computed on the
 SG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0055.degrees latitude (g = 980.6199 gals.).
 SG0055
 SG0055.The modeled gravity was interpolated from observed gravity values.
 SG0055
 SG0055. The following values were computed from the NAD 83(1994) position.
 SG0055
 SG0055;                    North         East     Units Scale Factor Converg.
 SG0055;SPC MI N     -   261,503.691 7,880,439.964   MT  1.00001054   -1 08 20.2
 SG0055;SPC MI N     -   857,951.74 25,854,461.82   iFT  1.00001054   -1 08 20.2
 SG0055;UTM  16      - 5,220,300.732   380,482.272   MT  0.99977556   -1 09 17.8
 SG0055
 SG0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0055!SPC MI N     -   0.99997606  x   1.00001054  =   0.99998660
 SG0055!UTM  16      -   0.99997606  x   0.99977556  =   0.99975162
 SG0055
 SG0055:                Primary Azimuth Mark                     Grid Az
 SG0055:SPC MI N     -  26 F                                     236 23 43.0
 SG0055:UTM  16      -  26 F                                     236 24 40.6
 SG0055
 SG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8048220300(NAD 83)
 SG0055
 SG0055|---------------------------------------------------------------------|
 SG0055| PID    Reference Object                     Distance      Geod. Az  |
 SG0055|                                                           dddmmss.s |
 SG0055| SG0206 SMOKEY MIGS 1934                    424.733 METERS 2004343.8 |
 SG0055| SG0212 26 F                                APPROX. 1.2 KM 2351522.8 |
 SG0055|---------------------------------------------------------------------|
 SG0055
 SG0055                          SUPERSEDED SURVEY CONTROL
 SG0055
 SG0055  NAD 83(1986)-  47 07 31.32718(N)    088 34 32.77237(W) AD(       ) 3
 SG0055  NAD 27      -  47 07 31.58600(N)    088 34 32.34000(W) AD(       ) 3
 SG0055  NGVD 29 (??/??/92)  186.506  (m)          611.90   (f) ADJ UNCH    1 2
 SG0055  NGVD 29             186.51   (m)          611.9    (f) LEVELING    3  
 SG0055
 SG0055.Superseded values are not recommended for survey control.
 SG0055
 SG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0055.See file dsdata.pdf to determine how the superseded data were derived.
 SG0055
 SG0055_MARKER: DD = SURVEY DISK
 SG0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0055_STAMPING: 26 G
 SG0055_MARK LOGO: CGS+SS
 SG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0055
 SG0055  HISTORY     - Date     Condition        Report By
 SG0055  HISTORY     - 1934     MONUMENTED       MIGS
 SG0055  HISTORY     - 1934     GOOD             CGS
 SG0055  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0055
 SG0055                          STATION DESCRIPTION
 SG0055
 SG0055'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0055'IN HANCOCK, IN T. 55 N., R. 34 W., 20 FEET SOUTH OF CENTER
 SG0055'LINE OF TRACK, 4 FEET SOUTHEAST OF SHORE LINE JUNCTION SIGN
 SG0055'POST.  TO REACH, GO ABOUT 760 FEET FROM NORTH END OF DRAW OF
 SG0055'HOUGHTON-HANCOCK BRIDGE NORTHWEST ALONG MINERAL RANGE RAILWAY
 SG0055'TRACK, TO STATION.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0055'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0055'FOR THIS STATION.
 SG0055
 SG0055                          STATION RECOVERY (1934)
 SG0055
 SG0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 SG0055'AT HANCOCK.
 SG0055'AT HANCOCK, HOUGHTON COUNTY, 0.9 MILE EAST OF THE MINERAL RANGE
 SG0055'RAILROAD PASSENGER STATION, ABOUT 760 FEET NORTHWEST OF THE NORTH
 SG0055'END OF THE BRIDGE OVER PORTAGE RIVER, 20 FEET SOUTH OF THE CENTERLINE
 SG0055'OF THE TRACK, AND 4 FEET SOUTHEAST OF A SIGN READING SHORE LINE
 SG0055'JCT.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0055
 SG0055                          STATION RECOVERY (1996)
 SG0055
 SG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0214 ***********************************************************************
 SG0214  DESIGNATION -  26 H
 SG0214  PID         -  SG0214
 SG0214  STATE/COUNTY-  MI/HOUGHTON
 SG0214  COUNTRY     -  US
 SG0214  USGS QUAD   -  CHASSELL (2017)
 SG0214
 SG0214                         *CURRENT SURVEY CONTROL
 SG0214  ______________________________________________________________________
 SG0214* NAD 83(1994) POSITION- 47 07 09.48702(N) 088 31 25.13070(W)   ADJUSTED
 SG0214* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 SG0214  ______________________________________________________________________
 SG0214  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 SG0214  LAPLACE CORR    -        -19.48  (seconds)                    DEFLEC18
 SG0214  HORZ ORDER      -  THIRD
 SG0214
 SG0214.The horizontal coordinates were established by classical geodetic methods
 SG0214.and adjusted by the National Geodetic Survey in February 1997.
 SG0214
 SG0214.The orthometric height was scaled from a topographic map.
 SG0214
 SG0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0214.GEOID18 height accuracy estimate available here.
 SG0214
 SG0214.Click photographs - Photos may exist for this station.
 SG0214
 SG0214.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0214
 SG0214. The following values were computed from the NAD 83(1994) position.
 SG0214
 SG0214;                    North         East     Units Scale Factor Converg.
 SG0214;SPC MI N     -   260,751.915 7,884,381.754   MT  1.00000898   -1 06 04.6
 SG0214;SPC MI N     -   855,485.29 25,867,394.21   iFT  1.00000898   -1 06 04.6
 SG0214;UTM  16      - 5,219,548.059   384,422.911   MT  0.99976417   -1 06 59.8
 SG0214
 SG0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0214!SPC MI N     -   0.99997619  x   1.00000898  =   0.99998517
 SG0214!UTM  16      -   0.99997619  x   0.99976417  =   0.99974037
 SG0214
 SG0214:                Primary Azimuth Mark                     Grid Az
 SG0214:SPC MI N     -  26 G                                     280 47 52.9
 SG0214:UTM  16      -  26 G                                     280 48 48.1
 SG0214
 SG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8442219548(NAD 83)
 SG0214
 SG0214|---------------------------------------------------------------------|
 SG0214| PID    Reference Object                     Distance      Geod. Az  |
 SG0214|                                                           dddmmss.s |
 SG0214| SG0218 PILGRIM MAGNETIC STA MIGS           APPROX. 1.9 KM 1691942.0 |
 SG0214| SG0055 26 G                                APPROX. 4.0 KM 2794148.3 |
 SG0214|---------------------------------------------------------------------|
 SG0214
 SG0214                          SUPERSEDED SURVEY CONTROL
 SG0214
 SG0214  NAD 83(1986)-  47 07 09.48246(N)    088 31 25.10678(W) AD(       ) 3
 SG0214  NAD 27      -  47 07 09.74600(N)    088 31 24.68000(W) AD(       ) 3
 SG0214
 SG0214.Superseded values are not recommended for survey control.
 SG0214
 SG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0214.See file dsdata.pdf to determine how the superseded data were derived.
 SG0214
 SG0214_MARKER: DD = SURVEY DISK
 SG0214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0214_STAMPING: 26 H
 SG0214_MARK LOGO: CGS+SS
 SG0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0214
 SG0214  HISTORY     - Date     Condition        Report By
 SG0214  HISTORY     - 1934     MONUMENTED       MIGS
 SG0214  HISTORY     - 20040628 MARK NOT FOUND   GEOCAC
 SG0214
 SG0214                          STATION DESCRIPTION
 SG0214
 SG0214'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0214'NEAR DOLLAR BAY, ON NORTH SHORE OF PORTAGE LAKE, IN T. 54 N.,
 SG0214'R. 33 W., ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY M 26 FROM
 SG0214'NORTH END OF HOUGHTON-HANCOCK BRIDGE, ABOUT 150 FEET SOUTH
 SG0214'OF HIGHWAY AND 10 FEET NORTH OF CREEK BANK (WHICH IS NORTH OF
 SG0214'EAST END OF OLD UNION COAL DOCK YARD).  STATION IS U.S.C. AND
 SG0214'G.S.  AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 SG0214'HAS BEEN DETERMINED FOR THIS STATION.
 SG0214
 SG0214                          STATION RECOVERY (2004)
 SG0214
 SG0214'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0214'A HOUSE IS AT THE SITE LOCATION. --NOTE--DGPS WAS USED IN AN ATTEMPT
 SG0214'LOCATE THE MARK BUT IT PLACES MARK IN DRIVEWAY OF HOUSE.  DGPS ACC. 10
 SG0214'FT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0057 ***********************************************************************
 SG0057  DESIGNATION -  26 H 1
 SG0057  PID         -  SG0057
 SG0057  STATE/COUNTY-  MI/HOUGHTON
 SG0057  COUNTRY     -  US
 SG0057  USGS QUAD   -  HANCOCK (2017)
 SG0057
 SG0057                         *CURRENT SURVEY CONTROL
 SG0057  ______________________________________________________________________
 SG0057* NAD 83(1986) POSITION- 47 07 33.     (N) 088 34 10.     (W)   SCALED
 SG0057* NAVD 88 ORTHO HEIGHT -   184.811 (meters)      606.33  (feet) ADJUSTED
 SG0057  ______________________________________________________________________
 SG0057  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 SG0057  DYNAMIC HEIGHT  -        184.840 (meters)      606.43  (feet) COMP
 SG0057  MODELED GRAVITY -    980,762.5   (mgal)                       NAVD 88
 SG0057
 SG0057  VERT ORDER      -  FIRST     CLASS II
 SG0057
 SG0057.The horizontal coordinates were scaled from a map and have
 SG0057.an estimated accuracy of +/- 6 seconds.
 SG0057
 SG0057.The orthometric height was determined by differential leveling and
 SG0057.adjusted by the NATIONAL GEODETIC SURVEY
 SG0057.in June 1991.
 SG0057
 SG0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0057.GEOID18 height accuracy estimate available here.
 SG0057
 SG0057.Click photographs - Photos may exist for this station.
 SG0057
 SG0057.The dynamic height is computed by dividing the NAVD 88
 SG0057.geopotential number by the normal gravity value computed on the
 SG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0057.degrees latitude (g = 980.6199 gals.).
 SG0057
 SG0057.The modeled gravity was interpolated from observed gravity values.
 SG0057
 SG0057;                    North         East    Units  Estimated Accuracy
 SG0057;SPC MI N     -   261,550.    7,880,920.      MT  (+/- 180 meters Scaled)
 SG0057
 SG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT809203(NAD 83)
 SG0057
 SG0057                          SUPERSEDED SURVEY CONTROL
 SG0057
 SG0057  NGVD 29 (??/??/92)  184.822  (m)          606.37   (f) ADJ UNCH    1 2
 SG0057
 SG0057.Superseded values are not recommended for survey control.
 SG0057
 SG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0057.See file dsdata.pdf to determine how the superseded data were derived.
 SG0057
 SG0057_MARKER: DD = SURVEY DISK
 SG0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0057_STAMPING: 26 H 1
 SG0057_MARK LOGO: CGS+SS
 SG0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0057
 SG0057  HISTORY     - Date     Condition        Report By
 SG0057  HISTORY     - 1934     MONUMENTED       MIGS
 SG0057  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0057
 SG0057                          STATION DESCRIPTION
 SG0057
 SG0057'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0057'AT HANCOCK.
 SG0057'AT HANCOCK, HOUGHTON COUNTY, IN THE SECTION OF THE CITY KNOWN AS
 SG0057'RIPLEY, ON THE SHORE OF PORTAGE LAKE, AT THE HOUGHTON COUNTY
 SG0057'ROAD COMMISSION BRICK OFFICE BUILDING, AND 15.7 FEET WEST OF THE
 SG0057'WEST WALL OF THE BUILDING (MEASURED FROM A POINT 2 FEET NORTH OF
 SG0057'THE SOUTHWEST CORNER).  A STATE SURVEY STANDARD DISK, STAMPED 26
 SG0057'H 1 AND SET IN THE TOP OF A CONCRETE POST.
 SG0057
 SG0057                          STATION RECOVERY (1996)
 SG0057
 SG0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0057'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0168 ***********************************************************************
 SG0168  DESIGNATION -  26 I
 SG0168  PID         -  SG0168
 SG0168  STATE/COUNTY-  MI/HOUGHTON
 SG0168  COUNTRY     -  US
 SG0168  USGS QUAD   -  POINT MILLS (2017)
 SG0168
 SG0168                         *CURRENT SURVEY CONTROL
 SG0168  ______________________________________________________________________
 SG0168* NAD 83(1994) POSITION- 47 06 41.09000(N) 088 29 56.39242(W)   ADJUSTED
 SG0168* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 SG0168  ______________________________________________________________________
 SG0168  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 SG0168  LAPLACE CORR    -        -18.05  (seconds)                    DEFLEC18
 SG0168  HORZ ORDER      -  THIRD
 SG0168
 SG0168.The horizontal coordinates were established by classical geodetic methods
 SG0168.and adjusted by the National Geodetic Survey in February 1997.
 SG0168
 SG0168.The orthometric height was scaled from a topographic map.
 SG0168
 SG0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0168.GEOID18 height accuracy estimate available here.
 SG0168
 SG0168.Click photographs - Photos may exist for this station.
 SG0168
 SG0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0168
 SG0168. The following values were computed from the NAD 83(1994) position.
 SG0168
 SG0168;                    North         East     Units Scale Factor Converg.
 SG0168;SPC MI N     -   259,839.463 7,886,235.416   MT  1.00000698   -1 05 00.5
 SG0168;SPC MI N     -   852,491.68 25,873,475.77   iFT  1.00000698   -1 05 00.5
 SG0168;UTM  16      - 5,218,635.343   386,275.875   MT  0.99975895   -1 05 54.2
 SG0168
 SG0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0168!SPC MI N     -   0.99997606  x   1.00000698  =   0.99998304
 SG0168!UTM  16      -   0.99997606  x   0.99975895  =   0.99973502
 SG0168
 SG0168:                Primary Azimuth Mark                     Grid Az
 SG0168:SPC MI N     -  SOO                                      300 18 26.4
 SG0168:UTM  16      -  SOO                                      300 19 20.1
 SG0168
 SG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8627518635(NAD 83)
 SG0168
 SG0168|---------------------------------------------------------------------|
 SG0168| PID    Reference Object                     Distance      Geod. Az  |
 SG0168|                                                           dddmmss.s |
 SG0168| CJ1752 26 I RP 15 IN PINE 1                               08627     |
 SG0168| CJ1753 26 I RP 15 IN PINE 2                               25209     |
 SG0168| SG0228 HOUGHTON TELEPHONE RELAY MAST       APPROX. 5.5 KM 2584046.5 |
 SG0168| SG0194 EAST QUINCY QUINCY MINE 2 STK       APPROX. 6.2 KM 2951950.5 |
 SG0168| SG0226 SOO                                 APPROX. 1.2 KM 2991325.9 |
 SG0168|---------------------------------------------------------------------|
 SG0168
 SG0168                          SUPERSEDED SURVEY CONTROL
 SG0168
 SG0168  NAD 83(1986)-  47 06 41.08504(N)    088 29 56.36875(W) AD(       ) 3
 SG0168  NAD 27      -  47 06 41.35100(N)    088 29 55.94300(W) AD(       ) 3
 SG0168
 SG0168.Superseded values are not recommended for survey control.
 SG0168
 SG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0168.See file dsdata.pdf to determine how the superseded data were derived.
 SG0168
 SG0168_MARKER: DD = SURVEY DISK
 SG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0168_STAMPING: 26 I
 SG0168_MARK LOGO: CGS+SS
 SG0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0168+STABILITY: SURFACE MOTION
 SG0168
 SG0168  HISTORY     - Date     Condition        Report By
 SG0168  HISTORY     - 1934     MONUMENTED       MIGS
 SG0168  HISTORY     - 1981     GOOD             NOS
 SG0168
 SG0168                          STATION DESCRIPTION
 SG0168
 SG0168'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0168'NEAR DOLLAR BAY, IN SEC. 4, T. 54 N., R. 33 W., 4.9 MILES
 SG0168'FROM NORTH END OF HOUGHTON-HANCOCK BRIDGE (EAST ALONG STATE
 SG0168'HIGHWAY M 26 THROUGH DOLLAR BAY), 250 FEET WEST OF CENTER
 SG0168'LINE OF POINT MILLS ROAD, 55 FEET FROM SHORE OF PORTAGE
 SG0168'LAKE, AT WEST END OF SMALL GROUP OF PINES.  FOLLOWING DISTANCES
 SG0168'AND BEARINGS ARE FROM STATION--DOLLAR BAY HIGH SCHOOL
 SG0168'SMOKESTACK, N. 42 DEG 47 MIN W.  BALL ON WATER TANK OF ISLE
 SG0168'ROYAL MILL, S. 82 DEG 02 MIN W--15-INCH PINE, 31 FEET, N.
 SG0168'86 DEG 19 MIN E.  15-INCH PINE, 30 FEET, S. 72 DEG 02 MIN
 SG0168'W.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0168'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR
 SG0168'THIS STATION.
 SG0168
 SG0168                          STATION RECOVERY (1981)
 SG0168
 SG0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0168'THE STATION, 26 I MIGS 1934, WAS RECOVERED AS DESCRIBED.
 SG0168'
 SG0168'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0060 ***********************************************************************
 SG0060  DESIGNATION -  26 I 1
 SG0060  PID         -  SG0060
 SG0060  STATE/COUNTY-  MI/HOUGHTON
 SG0060  COUNTRY     -  US
 SG0060  USGS QUAD   -  HANCOCK (2017)
 SG0060
 SG0060                         *CURRENT SURVEY CONTROL
 SG0060  ______________________________________________________________________
 SG0060* NAD 83(1986) POSITION- 47 07 38.     (N) 088 34 44.     (W)   SCALED
 SG0060* NAVD 88 ORTHO HEIGHT -   218.251 (meters)      716.05  (feet) ADJUSTED
 SG0060  ______________________________________________________________________
 SG0060  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 SG0060  DYNAMIC HEIGHT  -        218.285 (meters)      716.16  (feet) COMP
 SG0060  MODELED GRAVITY -    980,760.5   (mgal)                       NAVD 88
 SG0060
 SG0060  VERT ORDER      -  FIRST     CLASS II
 SG0060
 SG0060.The horizontal coordinates were scaled from a map and have
 SG0060.an estimated accuracy of +/- 6 seconds.
 SG0060
 SG0060.The orthometric height was determined by differential leveling and
 SG0060.adjusted by the NATIONAL GEODETIC SURVEY
 SG0060.in June 1991.
 SG0060
 SG0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0060.GEOID18 height accuracy estimate available here.
 SG0060
 SG0060.Click photographs - Photos may exist for this station.
 SG0060
 SG0060.The dynamic height is computed by dividing the NAVD 88
 SG0060.geopotential number by the normal gravity value computed on the
 SG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0060.degrees latitude (g = 980.6199 gals.).
 SG0060
 SG0060.The modeled gravity was interpolated from observed gravity values.
 SG0060
 SG0060;                    North         East    Units  Estimated Accuracy
 SG0060;SPC MI N     -   261,710.    7,880,210.      MT  (+/- 180 meters Scaled)
 SG0060
 SG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT802205(NAD 83)
 SG0060
 SG0060                          SUPERSEDED SURVEY CONTROL
 SG0060
 SG0060  NGVD 29 (??/??/92)  218.262  (m)          716.08   (f) ADJ UNCH    1 2
 SG0060
 SG0060.Superseded values are not recommended for survey control.
 SG0060
 SG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0060.See file dsdata.pdf to determine how the superseded data were derived.
 SG0060
 SG0060_MARKER: DD = SURVEY DISK
 SG0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0060_STAMPING: 26 I 1
 SG0060_MARK LOGO: CGS+SS
 SG0060_MAGNETIC: P = MARKER IS A STEEL PIPE
 SG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0060
 SG0060  HISTORY     - Date     Condition        Report By
 SG0060  HISTORY     - 1934     MONUMENTED       MIGS
 SG0060  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0060
 SG0060                          STATION DESCRIPTION
 SG0060
 SG0060'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0060'AT HANCOCK.
 SG0060'AT HANCOCK, HOUGHTON COUNTY, ON RESERVATION STREET, JUST NORTH OF
 SG0060'SCOTT HOTEL, 33 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING,
 SG0060'AND 6 INCHES WEST OF THE WEST EDGE OF THE SIDEWALK.  A STATE SURVEY
 SG0060'STANDARD DISK, SET IN THE TOP OF A 6-INCH IRON PIPE FILLED WITH
 SG0060'CONCRETE.
 SG0060
 SG0060                          STATION RECOVERY (1996)
 SG0060
 SG0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0060'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0223 ***********************************************************************
 SG0223  DESIGNATION -  26 J
 SG0223  PID         -  SG0223
 SG0223  STATE/COUNTY-  MI/HOUGHTON
 SG0223  COUNTRY     -  US
 SG0223  USGS QUAD   -  CHASSELL (2017)
 SG0223
 SG0223                         *CURRENT SURVEY CONTROL
 SG0223  ______________________________________________________________________
 SG0223* NAD 83(1994) POSITION- 47 05 41.89610(N) 088 30 51.99854(W)   ADJUSTED
 SG0223* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 SG0223  ______________________________________________________________________
 SG0223  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 SG0223  LAPLACE CORR    -        -18.93  (seconds)                    DEFLEC18
 SG0223  HORZ ORDER      -  THIRD
 SG0223
 SG0223.The horizontal coordinates were established by classical geodetic methods
 SG0223.and adjusted by the National Geodetic Survey in February 1997.
 SG0223
 SG0223.The orthometric height was scaled from a topographic map.
 SG0223
 SG0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0223.GEOID18 height accuracy estimate available here.
 SG0223
 SG0223.Click photographs - Photos may exist for this station.
 SG0223
 SG0223.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0223
 SG0223. The following values were computed from the NAD 83(1994) position.
 SG0223
 SG0223;                    North         East     Units Scale Factor Converg.
 SG0223;SPC MI N     -   258,034.082 7,885,028.370   MT  1.00000286   -1 05 40.6
 SG0223;SPC MI N     -   846,568.51 25,869,515.65   iFT  1.00000286   -1 05 40.6
 SG0223;UTM  16      - 5,216,830.716   385,068.656   MT  0.99976234   -1 06 33.9
 SG0223
 SG0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0223!SPC MI N     -   0.99997527  x   1.00000286  =   0.99997813
 SG0223!UTM  16      -   0.99997527  x   0.99976234  =   0.99973762
 SG0223
 SG0223:                Primary Azimuth Mark                     Grid Az
 SG0223:SPC MI N     -  26 I                                     033 45 57.2
 SG0223:UTM  16      -  26 I                                     033 46 50.5
 SG0223
 SG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8506816830(NAD 83)
 SG0223
 SG0223|---------------------------------------------------------------------|
 SG0223| PID    Reference Object                     Distance      Geod. Az  |
 SG0223|                                                           dddmmss.s |
 SG0223| SG0168 26 I                                APPROX. 2.2 KM 0324016.6 |
 SG0223|---------------------------------------------------------------------|
 SG0223
 SG0223                          SUPERSEDED SURVEY CONTROL
 SG0223
 SG0223  NAD 83(1986)-  47 05 41.89140(N)    088 30 51.97538(W) AD(       ) 3
 SG0223  NAD 27      -  47 05 42.14700(N)    088 30 51.54300(W) AD(       ) 3
 SG0223
 SG0223.Superseded values are not recommended for survey control.
 SG0223
 SG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0223.See file dsdata.pdf to determine how the superseded data were derived.
 SG0223
 SG0223_MARKER: DD = SURVEY DISK
 SG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0223_STAMPING: 26 J 1934
 SG0223_MARK LOGO: CGS+SS
 SG0223_PROJECTION: FLUSH
 SG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0223+STABILITY: SURFACE MOTION
 SG0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0223+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 SG0223
 SG0223  HISTORY     - Date     Condition        Report By
 SG0223  HISTORY     - 1934     MONUMENTED       MIGS
 SG0223  HISTORY     - 20090806 GOOD             GEOCAC
 SG0223  HISTORY     - 20130722 GOOD             GEOCAC
 SG0223
 SG0223                          STATION DESCRIPTION
 SG0223
 SG0223'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0223'NEAR HOUGHTON, 2.2 MILES SOUTHEAST OF HUBBEL HALL, M.C.M. AND T.
 SG0223'ALONG U.S. HIGHWAY 41, IN SEC. 8, T. 54 N., R. 33 W., 139 FEET
 SG0223'SOUTH OF 40 LINE BETWEEN BENNISONS FARM AND PORTAGE LAKE GOLF
 SG0223'CLUB, 16 FEET EAST OF CENTER LINE OF DULUTH, SOUTH SHORE AND
 SG0223'ATLANTIC RAILWAY.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0223'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0223'FOR THIS STATION.
 SG0223
 SG0223                          STATION RECOVERY (2009)
 SG0223
 SG0223'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0223'4 FEET WEST OF A CHAIN LINK FENCE, 2.5 FEET WEST NORTHWEST OF A 4 INCH
 SG0223'SPRUCE TREE, DIRECTLY ACROSS THE HIGHWAY FROM UTILITY POLE 5433 08E29.
 SG0223'
 SG0223
 SG0223                          STATION RECOVERY (2013)
 SG0223
 SG0223'RECOVERY NOTE BY GEOCACHING 2013 (MPR)
 SG0223'THE DSS AND A RR HAS BEEN DISMANTLED AND REVERTED FROM 'RAILS TO
 SG0223'TRAILS'. OWNERSHIP = STATE OF MICHIGAN DNR, FOR PUBLIC ACCESS.
 SG0223'
 SG0223'SURVEY DISK SET IN A 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT 0.5
 SG0223'FEET ABOVE LEVEL WITH THE GROUND.
 SG0223'
 SG0223'THE MARK IS ABOUT LEVEL WITH THE TRAIL.
 SG0223'THE MARK IS BELOW LEVEL WITH US HWY 41.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0061 ***********************************************************************
 SG0061  DESIGNATION -  26 J 1
 SG0061  PID         -  SG0061
 SG0061  STATE/COUNTY-  MI/HOUGHTON
 SG0061  COUNTRY     -  US
 SG0061  USGS QUAD   -  HANCOCK (2017)
 SG0061
 SG0061                         *CURRENT SURVEY CONTROL
 SG0061  ______________________________________________________________________
 SG0061* NAD 83(1986) POSITION- 47 07 35.     (N) 088 35 12.     (W)   SCALED
 SG0061* NAVD 88 ORTHO HEIGHT -   274.65  (+/-2cm)      901.1   (feet) VERTCON3
 SG0061  ______________________________________________________________________
 SG0061  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 SG0061  VERT ORDER      -  ? (See Below)
 SG0061
 SG0061.The horizontal coordinates were scaled from a map and have
 SG0061.an estimated accuracy of +/- 6 seconds.
 SG0061
 SG0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0061
 SG0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0061.GEOID18 height accuracy estimate available here.
 SG0061
 SG0061.The vertical order pertains to the NGVD 29 superseded value.
 SG0061
 SG0061.Click photographs - Photos may exist for this station.
 SG0061
 SG0061;                    North         East    Units  Estimated Accuracy
 SG0061;SPC MI N     -   261,630.    7,879,620.      MT  (+/- 180 meters Scaled)
 SG0061
 SG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT796204(NAD 83)
 SG0061
 SG0061                          SUPERSEDED SURVEY CONTROL
 SG0061
 SG0061  NGVD 29 (??/??/92)  274.655  (m)          901.10   (f) ADJ UNCH       
 SG0061
 SG0061.Superseded values are not recommended for survey control.
 SG0061
 SG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0061.See file dsdata.pdf to determine how the superseded data were derived.
 SG0061
 SG0061_MARKER: DD = SURVEY DISK
 SG0061_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0061_STAMPING: 26 J 1
 SG0061_MARK LOGO: CGS+SS
 SG0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0061
 SG0061  HISTORY     - Date     Condition        Report By
 SG0061  HISTORY     - 1934     MONUMENTED       MIGS
 SG0061  HISTORY     - 20041005 MARK NOT FOUND   GEOCAC
 SG0061
 SG0061                          STATION DESCRIPTION
 SG0061
 SG0061'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0061'AT HANCOCK.
 SG0061'AT HANCOCK, HOUGHTON COUNTY, AT THE UPPER END OF WHITE STREET, AT
 SG0061'THE INTERSECTION OF U.S. HIGHWAY 41 (OAK STREET), AND 61.7 FEET
 SG0061'EAST OF THE CENTERLINE OF WHITE STREET.  A STATE SURVEY STANDARD
 SG0061'DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0061
 SG0061                          STATION RECOVERY (2004)
 SG0061
 SG0061'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 SG0061'THERE HAS BEEN ROAD CONSTRUCTION ALONG WHITE STREET AND US-41.  MARK
 SG0061'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0208 ***********************************************************************
 SG0208  DESIGNATION -  26 K
 SG0208  PID         -  SG0208
 SG0208  STATE/COUNTY-  MI/HOUGHTON
 SG0208  COUNTRY     -  US
 SG0208  USGS QUAD   -  CHASSELL (2017)
 SG0208
 SG0208                         *CURRENT SURVEY CONTROL
 SG0208  ______________________________________________________________________
 SG0208* NAD 83(1994) POSITION- 47 04 34.09729(N) 088 31 03.58075(W)   ADJUSTED
 SG0208* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 SG0208  ______________________________________________________________________
 SG0208  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 SG0208  LAPLACE CORR    -        -19.05  (seconds)                    DEFLEC18
 SG0208  HORZ ORDER      -  THIRD
 SG0208
 SG0208.The horizontal coordinates were established by classical geodetic methods
 SG0208.and adjusted by the National Geodetic Survey in February 1997.
 SG0208
 SG0208.The orthometric height was scaled from a topographic map.
 SG0208
 SG0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0208.GEOID18 height accuracy estimate available here.
 SG0208
 SG0208.Click photographs - Photos may exist for this station.
 SG0208
 SG0208.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0208
 SG0208. The following values were computed from the NAD 83(1994) position.
 SG0208
 SG0208;                    North         East     Units Scale Factor Converg.
 SG0208;SPC MI N     -   255,945.423 7,884,744.072   MT  0.99999825   -1 05 49.0
 SG0208;SPC MI N     -   839,715.95 25,868,582.91   iFT  0.99999825   -1 05 49.0
 SG0208;UTM  16      - 5,214,742.627   384,783.892   MT  0.99976315   -1 06 41.2
 SG0208
 SG0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0208!SPC MI N     -   0.99997544  x   0.99999825  =   0.99997369
 SG0208!UTM  16      -   0.99997544  x   0.99976315  =   0.99973859
 SG0208
 SG0208:                Primary Azimuth Mark                     Grid Az
 SG0208:SPC MI N     -  26 J                                     007 45 04.2
 SG0208:UTM  16      -  26 J                                     007 45 56.4
 SG0208
 SG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8478314742(NAD 83)
 SG0208
 SG0208|---------------------------------------------------------------------|
 SG0208| PID    Reference Object                     Distance      Geod. Az  |
 SG0208|                                                           dddmmss.s |
 SG0208| SG0223 26 J                                APPROX. 2.1 KM 0063915.2 |
 SG0208|---------------------------------------------------------------------|
 SG0208
 SG0208                          SUPERSEDED SURVEY CONTROL
 SG0208
 SG0208  NAD 83(1986)-  47 04 34.25403(N)    088 31 03.53062(W) AD(       ) 3
 SG0208  NAD 27      -  47 04 33.76700(N)    088 31 03.20900(W) AD(       ) 3
 SG0208
 SG0208.Superseded values are not recommended for survey control.
 SG0208
 SG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0208.See file dsdata.pdf to determine how the superseded data were derived.
 SG0208
 SG0208_MARKER: DD = SURVEY DISK
 SG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0208_STAMPING: 26 K
 SG0208_MARK LOGO: CGS+SS
 SG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0208+STABILITY: SURFACE MOTION
 SG0208
 SG0208  HISTORY     - Date     Condition        Report By
 SG0208  HISTORY     - 1934     MONUMENTED       MIGS
 SG0208
 SG0208                          STATION DESCRIPTION
 SG0208
 SG0208'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0208'NEAR HOUGHTON, 3.6 MILES FROM HUBBELL HALL M.C.M. AND T., ALONG
 SG0208'U.S. HIGHWAY 41, IN SEC. 17, T. 54 N., R. 33 W., 22 FEET WEST
 SG0208'OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY,
 SG0208'3 FEET NORTH OF TELEGRAPH POLE.  FOLLOWING BEARING IS FROM
 SG0208'STATION--BALL ON WATER TANK OF ATLAS POWDER COMPANY, N. 63 DEG
 SG0208'31 MIN E.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0208'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS
 SG0208'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0062 ***********************************************************************
 SG0062  DESIGNATION -  26 K 1
 SG0062  PID         -  SG0062
 SG0062  STATE/COUNTY-  MI/HOUGHTON
 SG0062  COUNTRY     -  US
 SG0062  USGS QUAD   -  HANCOCK (2017)
 SG0062
 SG0062                         *CURRENT SURVEY CONTROL
 SG0062  ______________________________________________________________________
 SG0062* NAD 83(1986) POSITION- 47 08 19.     (N) 088 34 27.     (W)   SCALED
 SG0062* NAVD 88 ORTHO HEIGHT -   329.92  (+/-2cm)     1082.4   (feet) VERTCON3
 SG0062  ______________________________________________________________________
 SG0062  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 SG0062  VERT ORDER      -  ? (See Below)
 SG0062
 SG0062.The horizontal coordinates were scaled from a map and have
 SG0062.an estimated accuracy of +/- 6 seconds.
 SG0062
 SG0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0062
 SG0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0062.GEOID18 height accuracy estimate available here.
 SG0062
 SG0062.The vertical order pertains to the NGVD 29 superseded value.
 SG0062
 SG0062.Click photographs - Photos may exist for this station.
 SG0062
 SG0062;                    North         East    Units  Estimated Accuracy
 SG0062;SPC MI N     -   262,970.    7,880,590.      MT  (+/- 180 meters Scaled)
 SG0062
 SG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT806217(NAD 83)
 SG0062
 SG0062                          SUPERSEDED SURVEY CONTROL
 SG0062
 SG0062  NGVD 29 (??/??/92)  329.924  (m)         1082.43   (f) ADJ UNCH       
 SG0062
 SG0062.Superseded values are not recommended for survey control.
 SG0062
 SG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0062.See file dsdata.pdf to determine how the superseded data were derived.
 SG0062
 SG0062_MARKER: DD = SURVEY DISK
 SG0062_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SG0062_STAMPING: 26 K 1
 SG0062_MARK LOGO: CGS+SS
 SG0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0062
 SG0062  HISTORY     - Date     Condition        Report By
 SG0062  HISTORY     - 1934     MONUMENTED       MIGS
 SG0062  HISTORY     - 20010508 MARK NOT FOUND   MIDT
 SG0062
 SG0062                          STATION DESCRIPTION
 SG0062
 SG0062'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0062'1.5 MI NE FROM HANCOCK.
 SG0062'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM A SHARP BEND IN THE
 SG0062'WEST PART OF HANCOCK, HOUGHTON COUNTY, IN QUINCY LOCATION, IN THE
 SG0062'YARD OF THE QUINCY MINING CO. PROPERTY, AND 26 FEET SOUTH OF THE
 SG0062'SOUTH WALL OF THE OFFICE BUILDING (MEASURED FROM A POINT ON THE
 SG0062'WALL 18 FEET WEST OF THE SOUTHEAST CORNER).  A STATE SURVEY STANDARD
 SG0062'DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0062
 SG0062                          STATION RECOVERY (2001)
 SG0062
 SG0062'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0062'FOUND PARTS OF BROKEN CONCRETE POST, NO SURVEY DISK WAS RECOVERED.
 SG0062'LOCAL INFORMATION INDICATES SNOW HAS BEEN PUSHED IN THIS AREA FOR
 SG0062'YEARS. --NOTE--'26 E 1'(SG0023) IS SET NEARBY IN THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0221 ***********************************************************************
 SG0221  DESIGNATION -  26 L
 SG0221  PID         -  SG0221
 SG0221  STATE/COUNTY-  MI/HOUGHTON
 SG0221  COUNTRY     -  US
 SG0221  USGS QUAD   -  CHASSELL (2017)
 SG0221
 SG0221                         *CURRENT SURVEY CONTROL
 SG0221  ______________________________________________________________________
 SG0221* NAD 83(1994) POSITION- 47 04 06.32819(N) 088 31 07.79171(W)   ADJUSTED
 SG0221* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 SG0221  ______________________________________________________________________
 SG0221  GEOID HEIGHT    -        -34.289 (meters)                     GEOID18
 SG0221  LAPLACE CORR    -        -19.14  (seconds)                    DEFLEC18
 SG0221  HORZ ORDER      -  THIRD
 SG0221
 SG0221.The horizontal coordinates were established by classical geodetic methods
 SG0221.and adjusted by the National Geodetic Survey in February 1997.
 SG0221
 SG0221.The orthometric height was scaled from a topographic map.
 SG0221
 SG0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0221.GEOID18 height accuracy estimate available here.
 SG0221
 SG0221.Click photographs - Photos may exist for this station.
 SG0221
 SG0221.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0221
 SG0221. The following values were computed from the NAD 83(1994) position.
 SG0221
 SG0221;                    North         East     Units Scale Factor Converg.
 SG0221;SPC MI N     -   255,089.742 7,884,638.822   MT  0.99999639   -1 05 52.1
 SG0221;SPC MI N     -   836,908.60 25,868,237.60   iFT  0.99999639   -1 05 52.1
 SG0221;UTM  16      - 5,213,887.172   384,678.451   MT  0.99976345   -1 06 43.8
 SG0221
 SG0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0221!SPC MI N     -   0.99997622  x   0.99999639  =   0.99997261
 SG0221!UTM  16      -   0.99997622  x   0.99976345  =   0.99973968
 SG0221
 SG0221:                Primary Azimuth Mark                     Grid Az
 SG0221:SPC MI N     -  26 K                                     007 00 44.1
 SG0221:UTM  16      -  26 K                                     007 01 35.8
 SG0221
 SG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467813887(NAD 83)
 SG0221
 SG0221|---------------------------------------------------------------------|
 SG0221| PID    Reference Object                     Distance      Geod. Az  |
 SG0221|                                                           dddmmss.s |
 SG0221| SG0208 26 K                                APPROX. 0.9 KM 0055452.0 |
 SG0221|---------------------------------------------------------------------|
 SG0221
 SG0221                          SUPERSEDED SURVEY CONTROL
 SG0221
 SG0221  NAD 83(1986)-  47 04 06.32313(N)    088 31 07.76636(W) AD(       ) 3
 SG0221  NAD 27      -  47 04 06.58400(N)    088 31 07.32500(W) AD(       ) 3
 SG0221
 SG0221.Superseded values are not recommended for survey control.
 SG0221
 SG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0221.See file dsdata.pdf to determine how the superseded data were derived.
 SG0221
 SG0221_MARKER: DD = SURVEY DISK
 SG0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0221_STAMPING: 26 L
 SG0221_MARK LOGO: CGS+SS
 SG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0221+STABILITY: SURFACE MOTION
 SG0221
 SG0221  HISTORY     - Date     Condition        Report By
 SG0221  HISTORY     - 1934     MONUMENTED       MIGS
 SG0221
 SG0221                          STATION DESCRIPTION
 SG0221
 SG0221'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0221'NEAR HOUGHTON, IN SEC. 20, T. 54 N., R. 33 W., 4.1 MILES FROM
 SG0221'HUBBELL HALL M.C.M. AND T., SOUTH ALONG U.S. HIGHWAY 41.  75
 SG0221'FEET SOUTH OF SECTION LINE AND 40 FEET WEST OF CENTER LINE
 SG0221'OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION IS U.S.C.
 SG0221'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0221'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0219 ***********************************************************************
 SG0219  DESIGNATION -  26 M
 SG0219  PID         -  SG0219
 SG0219  STATE/COUNTY-  MI/HOUGHTON
 SG0219  COUNTRY     -  US
 SG0219  USGS QUAD   -  CHASSELL (2017)
 SG0219
 SG0219                         *CURRENT SURVEY CONTROL
 SG0219  ______________________________________________________________________
 SG0219* NAD 83(1994) POSITION- 47 03 39.24522(N) 088 31 06.76506(W)   ADJUSTED
 SG0219* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 SG0219  ______________________________________________________________________
 SG0219  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 SG0219  LAPLACE CORR    -        -19.17  (seconds)                    DEFLEC18
 SG0219  HORZ ORDER      -  THIRD
 SG0219
 SG0219.The horizontal coordinates were established by classical geodetic methods
 SG0219.and adjusted by the National Geodetic Survey in February 1997.
 SG0219
 SG0219.The orthometric height was scaled from a topographic map.
 SG0219
 SG0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0219.GEOID18 height accuracy estimate available here.
 SG0219
 SG0219.Click photographs - Photos may exist for this station.
 SG0219
 SG0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0219
 SG0219. The following values were computed from the NAD 83(1994) position.
 SG0219
 SG0219;                    North         East     Units Scale Factor Converg.
 SG0219;SPC MI N     -   254,253.131 7,884,644.459   MT  0.99999460   -1 05 51.3
 SG0219;SPC MI N     -   834,163.82 25,868,256.10   iFT  0.99999460   -1 05 51.3
 SG0219;UTM  16      - 5,213,050.754   384,683.878   MT  0.99976343   -1 06 42.5
 SG0219
 SG0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0219!SPC MI N     -   0.99997622  x   0.99999460  =   0.99997082
 SG0219!UTM  16      -   0.99997622  x   0.99976343  =   0.99973966
 SG0219
 SG0219:                Primary Azimuth Mark                     Grid Az
 SG0219:SPC MI N     -  26 L                                     359 36 50.1
 SG0219:UTM  16      -  26 L                                     359 37 41.3
 SG0219
 SG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8468313050(NAD 83)
 SG0219
 SG0219|---------------------------------------------------------------------|
 SG0219| PID    Reference Object                     Distance      Geod. Az  |
 SG0219|                                                           dddmmss.s |
 SG0219| SG0210 26 N                                APPROX. 0.6 KM 1750407.1 |
 SG0219| SG0221 26 L                                APPROX. 0.8 KM 3583058.8 |
 SG0219|---------------------------------------------------------------------|
 SG0219
 SG0219                          SUPERSEDED SURVEY CONTROL
 SG0219
 SG0219  NAD 83(1986)-  47 03 39.24017(N)    088 31 06.73994(W) AD(       ) 3
 SG0219  NAD 27      -  47 03 39.49800(N)    088 31 06.29200(W) AD(       ) 3
 SG0219
 SG0219.Superseded values are not recommended for survey control.
 SG0219
 SG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0219.See file dsdata.pdf to determine how the superseded data were derived.
 SG0219
 SG0219_MARKER: DD = SURVEY DISK
 SG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0219_STAMPING: 26 M
 SG0219_MARK LOGO: CGS+SS
 SG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0219+STABILITY: SURFACE MOTION
 SG0219
 SG0219  HISTORY     - Date     Condition        Report By
 SG0219  HISTORY     - 1934     MONUMENTED       MIGS
 SG0219
 SG0219                          STATION DESCRIPTION
 SG0219
 SG0219'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0219'NEAR HOUGHTON, IN SEC. 20, T. 54 N., R. 33 W., 4.7 MILES FROM
 SG0219'HUBBELL HALL M.C.M. AND T., SOUTH ALONG U.S. HIGHWAY 41.  44
 SG0219'FEET WEST OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0219'RAILWAY, 24 FEET NORTH OF TELEGRAPH POLE NO. 1665.  STATION
 SG0219'IS U.S.C. AND G.S. STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0219'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0210 ***********************************************************************
 SG0210  DESIGNATION -  26 N
 SG0210  PID         -  SG0210
 SG0210  STATE/COUNTY-  MI/HOUGHTON
 SG0210  COUNTRY     -  US
 SG0210  USGS QUAD   -  CHASSELL (2017)
 SG0210
 SG0210                         *CURRENT SURVEY CONTROL
 SG0210  ______________________________________________________________________
 SG0210* NAD 83(1994) POSITION- 47 03 20.27124(N) 088 31 04.36959(W)   ADJUSTED
 SG0210* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) SCALED
 SG0210  ______________________________________________________________________
 SG0210  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 SG0210  LAPLACE CORR    -        -19.12  (seconds)                    DEFLEC18
 SG0210  HORZ ORDER      -  THIRD
 SG0210
 SG0210.The horizontal coordinates were established by classical geodetic methods
 SG0210.and adjusted by the National Geodetic Survey in February 1997.
 SG0210
 SG0210.The orthometric height was scaled from a topographic map.
 SG0210
 SG0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0210.GEOID18 height accuracy estimate available here.
 SG0210
 SG0210.Click photographs - Photos may exist for this station.
 SG0210
 SG0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0210
 SG0210. The following values were computed from the NAD 83(1994) position.
 SG0210
 SG0210;                    North         East     Units Scale Factor Converg.
 SG0210;SPC MI N     -   253,666.336 7,884,683.782   MT  0.99999335   -1 05 49.6
 SG0210;SPC MI N     -   832,238.64 25,868,385.11   iFT  0.99999335   -1 05 49.6
 SG0210;UTM  16      - 5,212,464.085   384,723.046   MT  0.99976332   -1 06 40.4
 SG0210
 SG0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0210!SPC MI N     -   0.99997591  x   0.99999335  =   0.99996926
 SG0210!UTM  16      -   0.99997591  x   0.99976332  =   0.99973924
 SG0210
 SG0210:                Primary Azimuth Mark                     Grid Az
 SG0210:SPC MI N     -  26 M                                     356 09 58.4
 SG0210:UTM  16      -  26 M                                     356 10 49.2
 SG0210
 SG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8472312464(NAD 83)
 SG0210
 SG0210|---------------------------------------------------------------------|
 SG0210| PID    Reference Object                     Distance      Geod. Az  |
 SG0210|                                                           dddmmss.s |
 SG0210| SG0219 26 M                                APPROX. 0.6 KM 3550408.8 |
 SG0210|---------------------------------------------------------------------|
 SG0210
 SG0210                          SUPERSEDED SURVEY CONTROL
 SG0210
 SG0210  NAD 83(1986)-  47 03 20.26619(N)    088 31 04.34463(W) AD(       ) 3
 SG0210  NAD 27      -  47 03 20.52300(N)    088 31 03.89200(W) AD(       ) 3
 SG0210
 SG0210.Superseded values are not recommended for survey control.
 SG0210
 SG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0210.See file dsdata.pdf to determine how the superseded data were derived.
 SG0210
 SG0210_MARKER: DD = SURVEY DISK
 SG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0210_STAMPING: 26 N 1934
 SG0210_MARK LOGO: CGS+SS
 SG0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0210+STABILITY: SURFACE MOTION
 SG0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0210+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 SG0210
 SG0210  HISTORY     - Date     Condition        Report By
 SG0210  HISTORY     - 1934     MONUMENTED       MIGS
 SG0210  HISTORY     - 1981     GOOD             NOS
 SG0210  HISTORY     - 20031119 GOOD             GEOCAC
 SG0210
 SG0210                          STATION DESCRIPTION
 SG0210
 SG0210'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0210'NEAR HOUGHTON, 4.7 MILES FROM HUBBELL HALL M.C.M. AND T., IN
 SG0210'SEC. 20, T. 54 N., R. 33 W., SOUTH ALONG U.S. HIGHWAY 41, 23
 SG0210'FEET EAST OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0210'RAILWAY, 10 FEET FROM BANK OF PORTAGE LAKE.  STATION IS U.S.C.
 SG0210'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0210'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0210
 SG0210                          STATION RECOVERY (1981)
 SG0210
 SG0210'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0210'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 SG0210'ADDITIONS, THE STATION IS 44 METERS(144 FEET) EAST FROM THE CENTER
 SG0210'LINE OF HIGHWAY US 41, 29.5 METERS (96.8 FEET) NORTHEAST OF
 SG0210'THE EAST CORNER OF THE CHASSELL SPORTSMEN CLUB SIGN, 26.8 METERS
 SG0210'(88.1 FEET) SOUTH FROM RAILROAD MARKER MILE D42.49,
 SG0210'15.2 METERS (49.7 FEET) SOUTH FROM THE WEST GABLE OF A SMALL
 SG0210'SHORE STORAGE BUILDING, AND 7.3 METERS (24 FEET) EAST FROM THE
 SG0210'RAILROAD TRACK.
 SG0210'
 SG0210'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 SG0210
 SG0210                          STATION RECOVERY (2003)
 SG0210
 SG0210'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0210'STATION IS LOCATED 2.2 MILE NORTH ALONG US-41 FROM THE POST OFFICE IN
 SG0210'CHASSELL, ON SHORE OF PORTAGE LAKE BETWEEN THE OLD GRADE AND THE TOP
 SG0210'OF BANK.
 SG0210'THE RR HAS BEEN DISMANTLED, R.O.W. IS CURRENTLY OWNED BY AMERITECH AS
 SG0210'A FIBER OPTIC CABLE ROUTE. ACCESS WILL REQUIRE CROSSING VACANT PRIVATE
 SG0210'PROPERTY.
 SG0210'
 SG0210'THE STATION IS 144 FEET EAST FROM THE CENTER-LINE OF US-41, 50 FEET
 SG0210'SOUTH FROM THE WEST GABLE END OF A SMALL SHORE BOAT STORAGE BUILDING,
 SG0210'24 FEET EAST FROM THE OLD RAILROAD GRADE, ABOUT 6 FEET WEST OF TOP OF
 SG0210'BANK, 1 FOOT NORTH OF A METAL WITNESS POST.
 SG0210'A USCGS AND STATE SURVEY DISK IN A PRE-FABRICATED 8-INCH SQUARE
 SG0210'TAPERED CONCRETE POST (5 FT IN LENGTH W/12-INCH SQ BASE TYPICAL)
 SG0210'PROJECTING 2-INCHES ABOVE LEVEL WITH THE GROUND.
 SG0210'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0222 ***********************************************************************
 SG0222  DESIGNATION -  26 O
 SG0222  PID         -  SG0222
 SG0222  STATE/COUNTY-  MI/HOUGHTON
 SG0222  COUNTRY     -  US
 SG0222  USGS QUAD   -  CHASSELL (2017)
 SG0222
 SG0222                         *CURRENT SURVEY CONTROL
 SG0222  ______________________________________________________________________
 SG0222* NAD 83(1994) POSITION- 47 02 49.90473(N) 088 31 05.76525(W)   ADJUSTED
 SG0222* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 SG0222  ______________________________________________________________________
 SG0222  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 SG0222  LAPLACE CORR    -        -19.00  (seconds)                    DEFLEC18
 SG0222  HORZ ORDER      -  THIRD
 SG0222
 SG0222.The horizontal coordinates were established by classical geodetic methods
 SG0222.and adjusted by the National Geodetic Survey in February 1997.
 SG0222
 SG0222.The orthometric height was scaled from a topographic map.
 SG0222
 SG0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0222.GEOID18 height accuracy estimate available here.
 SG0222
 SG0222.Click photographs - Photos may exist for this station.
 SG0222
 SG0222.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0222
 SG0222. The following values were computed from the NAD 83(1994) position.
 SG0222
 SG0222;                    North         East     Units Scale Factor Converg.
 SG0222;SPC MI N     -   252,729.329 7,884,636.373   MT  0.99999138   -1 05 50.6
 SG0222;SPC MI N     -   829,164.47 25,868,229.57   iFT  0.99999138   -1 05 50.6
 SG0222;UTM  16      - 5,211,527.304   384,675.418   MT  0.99976346   -1 06 40.9
 SG0222
 SG0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0222!SPC MI N     -   0.99997576  x   0.99999138  =   0.99996714
 SG0222!UTM  16      -   0.99997576  x   0.99976346  =   0.99973922
 SG0222
 SG0222:                Primary Azimuth Mark                     Grid Az
 SG0222:SPC MI N     -  26 N                                     002 53 47.3
 SG0222:UTM  16      -  26 N                                     002 54 37.6
 SG0222
 SG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467511527(NAD 83)
 SG0222
 SG0222|---------------------------------------------------------------------|
 SG0222| PID    Reference Object                     Distance      Geod. Az  |
 SG0222|                                                           dddmmss.s |
 SG0222| SG0210 26 N                                APPROX. 0.9 KM 0014756.7 |
 SG0222|---------------------------------------------------------------------|
 SG0222
 SG0222                          SUPERSEDED SURVEY CONTROL
 SG0222
 SG0222  NAD 83(1986)-  47 02 49.89964(N)    088 31 05.74054(W) AD(       ) 3
 SG0222  NAD 27      -  47 02 50.15300(N)    088 31 05.28200(W) AD(       ) 3
 SG0222
 SG0222.Superseded values are not recommended for survey control.
 SG0222
 SG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0222.See file dsdata.pdf to determine how the superseded data were derived.
 SG0222
 SG0222_MARKER: DD = SURVEY DISK
 SG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0222_STAMPING: 26 O
 SG0222_MARK LOGO: CGS+SS
 SG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0222+STABILITY: SURFACE MOTION
 SG0222
 SG0222  HISTORY     - Date     Condition        Report By
 SG0222  HISTORY     - 1934     MONUMENTED       MIGS
 SG0222
 SG0222                          STATION DESCRIPTION
 SG0222
 SG0222'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0222'NEAR CHASSELL, 5.6 MILES SOUTH FROM HUBBELL HALL M.C.M. AND T.,
 SG0222'IN SEC. 29, T. 54 N., R. 33 W., ALONG U.S. HIGHWAY 41, 65 FEET
 SG0222'NORTH FROM CENTER LINE OF SEC., 15 FEET EAST OF CENTER LINE
 SG0222'OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION IS U.S.C.
 SG0222'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0222'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0211 ***********************************************************************
 SG0211  DESIGNATION -  26 P
 SG0211  PID         -  SG0211
 SG0211  STATE/COUNTY-  MI/HOUGHTON
 SG0211  COUNTRY     -  US
 SG0211  USGS QUAD   -  CHASSELL (2017)
 SG0211
 SG0211                         *CURRENT SURVEY CONTROL
 SG0211  ______________________________________________________________________
 SG0211* NAD 83(1994) POSITION- 47 02 13.91830(N) 088 31 14.95248(W)   ADJUSTED
 SG0211* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 SG0211  ______________________________________________________________________
 SG0211  GEOID HEIGHT    -        -34.346 (meters)                     GEOID18
 SG0211  LAPLACE CORR    -        -18.72  (seconds)                    DEFLEC18
 SG0211  HORZ ORDER      -  THIRD
 SG0211
 SG0211.The horizontal coordinates were established by classical geodetic methods
 SG0211.and adjusted by the National Geodetic Survey in February 1997.
 SG0211
 SG0211.The orthometric height was scaled from a topographic map.
 SG0211
 SG0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0211.GEOID18 height accuracy estimate available here.
 SG0211
 SG0211.Click photographs - Photos may exist for this station.
 SG0211
 SG0211.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0211
 SG0211. The following values were computed from the NAD 83(1994) position.
 SG0211
 SG0211;                    North         East     Units Scale Factor Converg.
 SG0211;SPC MI N     -   251,621.964 7,884,421.166   MT  0.99998906   -1 05 57.2
 SG0211;SPC MI N     -   825,531.38 25,867,523.51   iFT  0.99998906   -1 05 57.2
 SG0211;UTM  16      - 5,210,420.242   384,459.992   MT  0.99976407   -1 06 47.0
 SG0211
 SG0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0211!SPC MI N     -   0.99997623  x   0.99998906  =   0.99996529
 SG0211!UTM  16      -   0.99997623  x   0.99976407  =   0.99974030
 SG0211
 SG0211:                Primary Azimuth Mark                     Grid Az
 SG0211:SPC MI N     -  26 O                                     010 59 52.1
 SG0211:UTM  16      -  26 O                                     011 00 41.9
 SG0211
 SG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8445910420(NAD 83)
 SG0211
 SG0211|---------------------------------------------------------------------|
 SG0211| PID    Reference Object                     Distance      Geod. Az  |
 SG0211|                                                           dddmmss.s |
 SG0211| SG0222 26 O                                APPROX. 1.1 KM 0095354.9 |
 SG0211|---------------------------------------------------------------------|
 SG0211
 SG0211                          SUPERSEDED SURVEY CONTROL
 SG0211
 SG0211  NAD 83(1986)-  47 02 13.91320(N)    088 31 14.92805(W) AD(       ) 3
 SG0211  NAD 27      -  47 02 14.16200(N)    088 31 14.46400(W) AD(       ) 3
 SG0211
 SG0211.Superseded values are not recommended for survey control.
 SG0211
 SG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0211.See file dsdata.pdf to determine how the superseded data were derived.
 SG0211
 SG0211_MARKER: DD = SURVEY DISK
 SG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0211_STAMPING: 26 P
 SG0211_MARK LOGO: CGS+SS
 SG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0211+STABILITY: SURFACE MOTION
 SG0211
 SG0211  HISTORY     - Date     Condition        Report By
 SG0211  HISTORY     - 1934     MONUMENTED       MIGS
 SG0211  HISTORY     - 20031120 MARK NOT FOUND   GEOCAC
 SG0211
 SG0211                          STATION DESCRIPTION
 SG0211
 SG0211'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0211'AT CHASSELL, 6.4 MILES FROM HUBBELL HALL M.C.M. AND T., IN
 SG0211'SEC. 32, T. 54 N., R. 33 W., SOUTH ALONG U.S. HIGHWAY 41, 34
 SG0211'FEET SOUTH OF TELEGRAPH POLE NO. 1601, 31 FEET WEST OF CENTER
 SG0211'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACKS.  STATION
 SG0211'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0211'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0211
 SG0211                          STATION RECOVERY (2003)
 SG0211
 SG0211'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0211'THE RAILROAD HAS BEEN DISMANTLED AND THE GRADE IS NOW A BIKE/FOOT
 SG0211'PATH. AMERITECH IS THE CURRENT OWNER (UNDERGROUND TLEPHONE CABLE
 SG0211'CORRIDOR). FOUND A PORTION OF OLD CONCRETE POST IN NEARBY DITCH THAT
 SG0211'MAY BE REMAINS OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0224 ***********************************************************************
 SG0224  DESIGNATION -  26 Q
 SG0224  PID         -  SG0224
 SG0224  STATE/COUNTY-  MI/HOUGHTON
 SG0224  COUNTRY     -  US
 SG0224  USGS QUAD   -  CHASSELL (2017)
 SG0224
 SG0224                         *CURRENT SURVEY CONTROL
 SG0224  ______________________________________________________________________
 SG0224* NAD 83(1994) POSITION- 47 01 06.91157(N) 088 31 02.76576(W)   ADJUSTED
 SG0224* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 SG0224  ______________________________________________________________________
 SG0224  GEOID HEIGHT    -        -34.403 (meters)                     GEOID18
 SG0224  LAPLACE CORR    -        -17.16  (seconds)                    DEFLEC18
 SG0224  HORZ ORDER      -  THIRD
 SG0224
 SG0224.The horizontal coordinates were established by classical geodetic methods
 SG0224.and adjusted by the National Geodetic Survey in February 1997.
 SG0224
 SG0224.The orthometric height was scaled from a topographic map.
 SG0224
 SG0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0224.GEOID18 height accuracy estimate available here.
 SG0224
 SG0224.Click photographs - Photos may exist for this station.
 SG0224
 SG0224.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0224
 SG0224. The following values were computed from the NAD 83(1994) position.
 SG0224
 SG0224;                    North         East     Units Scale Factor Converg.
 SG0224;SPC MI N     -   249,548.209 7,884,638.795   MT  0.99998484   -1 05 48.4
 SG0224;SPC MI N     -   818,727.72 25,868,237.52   iFT  0.99998484   -1 05 48.4
 SG0224;UTM  16      - 5,208,346.898   384,677.079   MT  0.99976345   -1 06 36.9
 SG0224
 SG0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0224!SPC MI N     -   0.99997577  x   0.99998484  =   0.99996061
 SG0224!UTM  16      -   0.99997577  x   0.99976345  =   0.99973922
 SG0224
 SG0224:                Primary Azimuth Mark                     Grid Az
 SG0224:SPC MI N     -  26 P                                     354 00 32.7
 SG0224:UTM  16      -  26 P                                     354 01 21.2
 SG0224
 SG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467708346(NAD 83)
 SG0224
 SG0224|---------------------------------------------------------------------|
 SG0224| PID    Reference Object                     Distance      Geod. Az  |
 SG0224|                                                           dddmmss.s |
 SG0224| SG0211 26 P                                APPROX. 2.1 KM 3525444.3 |
 SG0224|---------------------------------------------------------------------|
 SG0224
 SG0224                          SUPERSEDED SURVEY CONTROL
 SG0224
 SG0224  NAD 83(1986)-  47 01 06.90644(N)    088 31 02.74181(W) AD(       ) 3
 SG0224  NAD 27      -  47 01 07.15000(N)    088 31 02.27100(W) AD(       ) 3
 SG0224
 SG0224.Superseded values are not recommended for survey control.
 SG0224
 SG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0224.See file dsdata.pdf to determine how the superseded data were derived.
 SG0224
 SG0224_MARKER: DD = SURVEY DISK
 SG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0224_STAMPING: 26 Q 1934
 SG0224_MARK LOGO: CGS+SS
 SG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0224+STABILITY: SURFACE MOTION
 SG0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0224+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 SG0224
 SG0224  HISTORY     - Date     Condition        Report By
 SG0224  HISTORY     - 1934     MONUMENTED       MIGS
 SG0224  HISTORY     - 20031120 GOOD             GEOCAC
 SG0224  HISTORY     - 20090806 GOOD             GEOCAC
 SG0224
 SG0224                          STATION DESCRIPTION
 SG0224
 SG0224'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0224'AT CHASSELL, 8.3 MILES SOUTH OF HUBBELL HALL M.C.M. AND T.,
 SG0224'ALONG U.S. HIGHWAY 41, IN SEC. 5, T. 53 N., R. 33 W., NEAR
 SG0224'STANDARD OIL COMPANY SUPPLY TANKS, 54 FEET EAST OF TELEGRAPH
 SG0224'POLE NO. 1533, 44 FEET NORTH OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0224'RAILWAY.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0224'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS
 SG0224'STATION.
 SG0224
 SG0224                          STATION RECOVERY (2003)
 SG0224
 SG0224'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0224'CHASSELL, 0.8 MILES SOUTH ALONG US-41 FROM THE POST OFFICE TO THE MARK
 SG0224'ON THE LEFT (IN DENSE WOODS).
 SG0224'IT IS 158 FT SE ALONG THE OLD RAILROAD GRADE FROM THE EAST END OF A
 SG0224'WOOD FRAME/METAL SIDING STORAGE BUILDING FOR JARVI'S ACE HOME CENTER,
 SG0224'40 FT NE OF THE C/L OF THE OLD RR GRADE, 4.5 FT SOUTH OF A PLSS
 SG0224'PROPERTY CORNER 1-INCH IRON PIPE PROJECTING 1 FT ABOVE GROUND WITH
 SG0224'BRUSHED LINE GOING NORTH, 1 FT NW OF A METAL WITNESS POST, AT THE EAST
 SG0224'SIDE OF A 12-INCH BALSAM TREE.
 SG0224'A USCGS AND STATE SURVEY DISK IN 8-INCH SQUARE PRE-FORMED CONCRETE
 SG0224'POST PROJECTING 0.5 FT ABOVE LEVEL WITH THE GROUND.
 SG0224'
 SG0224
 SG0224                          STATION RECOVERY (2009)
 SG0224
 SG0224'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0207 ***********************************************************************
 SG0207  DESIGNATION -  26 R
 SG0207  PID         -  SG0207
 SG0207  STATE/COUNTY-  MI/HOUGHTON
 SG0207  COUNTRY     -  US
 SG0207  USGS QUAD   -  CHASSELL (2017)
 SG0207
 SG0207                         *CURRENT SURVEY CONTROL
 SG0207  ______________________________________________________________________
 SG0207* NAD 83(1994) POSITION- 47 01 01.36432(N) 088 30 36.29702(W)   ADJUSTED
 SG0207* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 SG0207  ______________________________________________________________________
 SG0207  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 SG0207  LAPLACE CORR    -        -16.65  (seconds)                    DEFLEC18
 SG0207  HORZ ORDER      -  THIRD
 SG0207
 SG0207.The horizontal coordinates were established by classical geodetic methods
 SG0207.and adjusted by the National Geodetic Survey in February 1997.
 SG0207
 SG0207.The orthometric height was scaled from a topographic map.
 SG0207
 SG0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0207.GEOID18 height accuracy estimate available here.
 SG0207
 SG0207.Click photographs - Photos may exist for this station.
 SG0207
 SG0207.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0207
 SG0207. The following values were computed from the NAD 83(1994) position.
 SG0207
 SG0207;                    North         East     Units Scale Factor Converg.
 SG0207;SPC MI N     -   249,366.265 7,885,194.424   MT  0.99998449   -1 05 29.3
 SG0207;SPC MI N     -   818,130.79 25,870,060.45   iFT  0.99998449   -1 05 29.3
 SG0207;UTM  16      - 5,208,164.864   385,232.542   MT  0.99976188   -1 06 17.4
 SG0207
 SG0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0207!SPC MI N     -   0.99997577  x   0.99998449  =   0.99996026
 SG0207!UTM  16      -   0.99997577  x   0.99976188  =   0.99973766
 SG0207
 SG0207:                Primary Azimuth Mark                     Grid Az
 SG0207:SPC MI N     -  26 Q                                     288 07 53.1
 SG0207:UTM  16      -  26 Q                                     288 08 41.2
 SG0207
 SG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8523208164(NAD 83)
 SG0207
 SG0207|---------------------------------------------------------------------|
 SG0207| PID    Reference Object                     Distance      Geod. Az  |
 SG0207|                                                           dddmmss.s |
 SG0207| SG0038 26 S                                420.063 METERS 1591303.9 |
 SG0207| SG0224 26 Q                                APPROX. 0.6 KM 2870223.8 |
 SG0207|---------------------------------------------------------------------|
 SG0207
 SG0207                          SUPERSEDED SURVEY CONTROL
 SG0207
 SG0207  NAD 83(1986)-  47 01 01.35910(N)    088 30 36.27306(W) AD(       ) 3
 SG0207  NAD 27      -  47 01 01.60200(N)    088 30 35.80100(W) AD(       ) 3
 SG0207
 SG0207.Superseded values are not recommended for survey control.
 SG0207
 SG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0207.See file dsdata.pdf to determine how the superseded data were derived.
 SG0207
 SG0207_MARKER: DD = SURVEY DISK
 SG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0207_STAMPING: 26 R
 SG0207_MARK LOGO: CGS+SS
 SG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0207+STABILITY: SURFACE MOTION
 SG0207
 SG0207  HISTORY     - Date     Condition        Report By
 SG0207  HISTORY     - 1934     MONUMENTED       MIGS
 SG0207  HISTORY     - 20031116 MARK NOT FOUND   GEOCAC
 SG0207
 SG0207                          STATION DESCRIPTION
 SG0207
 SG0207'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0207'AT CHASSELL, ABOUT 1/4 MILE SOUTH OF INTERSECTION OF U.S. HIGHWAY
 SG0207'41 AND DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, ALONG DULUTH,
 SG0207'SOUTH SHORE AND ATLANTIC RAILWAY TRACKS, IN SEC. 4, T. 53 N.,
 SG0207'R. 33 W., 181 FEET EAST OF CENTER LINE OF RAILWAY.  STATION
 SG0207'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0207'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0207
 SG0207                          STATION RECOVERY (2003)
 SG0207
 SG0207'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0207'THE SITE LOCATION IS A STORAGE AREA FOR CONSTRUCTION MATERIALS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0038 ***********************************************************************
 SG0038  DESIGNATION -  26 S
 SG0038  PID         -  SG0038
 SG0038  STATE/COUNTY-  MI/HOUGHTON
 SG0038  COUNTRY     -  US
 SG0038  USGS QUAD   -  CHASSELL (2017)
 SG0038
 SG0038                         *CURRENT SURVEY CONTROL
 SG0038  ______________________________________________________________________
 SG0038* NAD 83(1994) POSITION- 47 00 48.64663(N) 088 30 29.24039(W)   ADJUSTED
 SG0038* NAVD 88 ORTHO HEIGHT -   187.867 (meters)      616.36  (feet) ADJUSTED
 SG0038  ______________________________________________________________________
 SG0038  GEOID HEIGHT    -        -34.465 (meters)                     GEOID18
 SG0038  LAPLACE CORR    -        -16.43  (seconds)                    DEFLEC18
 SG0038  DYNAMIC HEIGHT  -        187.882 (meters)      616.41  (feet) COMP
 SG0038  MODELED GRAVITY -    980,691.2   (mgal)                       NAVD 88
 SG0038
 SG0038  HORZ ORDER      -  THIRD
 SG0038  VERT ORDER      -  FIRST     CLASS II
 SG0038
 SG0038.The horizontal coordinates were established by classical geodetic methods
 SG0038.and adjusted by the National Geodetic Survey in February 1997.
 SG0038
 SG0038.The orthometric height was determined by differential leveling and
 SG0038.adjusted by the NATIONAL GEODETIC SURVEY
 SG0038.in June 1991.
 SG0038
 SG0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0038.GEOID18 height accuracy estimate available here.
 SG0038
 SG0038.Click photographs - Photos may exist for this station.
 SG0038
 SG0038.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0038
 SG0038.The dynamic height is computed by dividing the NAVD 88
 SG0038.geopotential number by the normal gravity value computed on the
 SG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0038.degrees latitude (g = 980.6199 gals.).
 SG0038
 SG0038.The modeled gravity was interpolated from observed gravity values.
 SG0038
 SG0038. The following values were computed from the NAD 83(1994) position.
 SG0038
 SG0038;                    North         East     Units Scale Factor Converg.
 SG0038;SPC MI N     -   248,970.772 7,885,335.959   MT  0.99998371   -1 05 24.2
 SG0038;SPC MI N     -   816,833.24 25,870,524.80   iFT  0.99998371   -1 05 24.2
 SG0038;UTM  16      - 5,207,769.426   385,373.954   MT  0.99976149   -1 06 12.0
 SG0038
 SG0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0038!SPC MI N     -   0.99997595  x   0.99998371  =   0.99995967
 SG0038!UTM  16      -   0.99997595  x   0.99976149  =   0.99973745
 SG0038
 SG0038:                Primary Azimuth Mark                     Grid Az
 SG0038:SPC MI N     -  26 R                                     340 18 33.3
 SG0038:UTM  16      -  26 R                                     340 19 21.1
 SG0038
 SG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8537307769(NAD 83)
 SG0038
 SG0038|---------------------------------------------------------------------|
 SG0038| PID    Reference Object                     Distance      Geod. Az  |
 SG0038|                                                           dddmmss.s |
 SG0038| SG0207 26 R                                420.063 METERS 3391309.1 |
 SG0038|---------------------------------------------------------------------|
 SG0038
 SG0038                          SUPERSEDED SURVEY CONTROL
 SG0038
 SG0038  NAD 83(1986)-  47 00 48.64137(N)    088 30 29.21649(W) AD(       ) 3
 SG0038  NAD 27      -  47 00 48.88300(N)    088 30 28.74400(W) AD(       ) 3
 SG0038  NGVD 29 (??/??/92)  187.862  (m)          616.34   (f) ADJ UNCH    1 2
 SG0038  NGVD 29             187.86   (m)          616.3    (f) LEVELING    3  
 SG0038
 SG0038.Superseded values are not recommended for survey control.
 SG0038
 SG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0038.See file dsdata.pdf to determine how the superseded data were derived.
 SG0038
 SG0038_MARKER: DD = SURVEY DISK
 SG0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0038_SP_SET: ABUTMENT
 SG0038_STAMPING: 26 S
 SG0038_MARK LOGO: CGS+SS
 SG0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0038+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 SG0038
 SG0038  HISTORY     - Date     Condition        Report By
 SG0038  HISTORY     - 1934     MONUMENTED       MIGS
 SG0038  HISTORY     - 1934     GOOD             CGS
 SG0038  HISTORY     - 19981207 GOOD             MIDT
 SG0038  HISTORY     - 20031120 GOOD             GEOCAC
 SG0038  HISTORY     - 20090806 GOOD             GEOCAC
 SG0038
 SG0038                          STATION DESCRIPTION
 SG0038
 SG0038'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0038'AT CHASSELL, ABOUT 1/2 MILE FROM INTERSECTION OF U.S. HIGHWAY
 SG0038'41 AND DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACKS TO
 SG0038'STURGEON RIVER BRIDGE, IN SEC. 9, T. 53 N., R. 33 W.  STATION
 SG0038'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK SET IN NORTH
 SG0038'BRIDGE ABUTMENT, 6 FEET FROM CENTER LINE OF TRACK.  NO ELEVATION
 SG0038'HAS BEEN DETERMINED FOR THIS STATION.
 SG0038
 SG0038                          STATION RECOVERY (1934)
 SG0038
 SG0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 SG0038'1.4 MI S FROM CHASSELL.
 SG0038'ABOUT 1.4 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 SG0038'RAILWAY FROM CHASSELL, HOUGHTON COUNTY, AT THE BRIDGE OVER
 SG0038'SNAKE RIVER, IN THE BACK WALL OF THE NORTH ABUTMENT, AND 4
 SG0038'FEET EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK,
 SG0038'STAMPED 26 S.
 SG0038
 SG0038                          STATION RECOVERY (1998)
 SG0038
 SG0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 SG0038'CHASSELL, 0.85 MI S ALONG US041 FROM THE POST OFFICE, THENCE 0.40 S
 SG0038'ALONG STURGEON RIVER RD TO CURVE IN RD SW AND END OF VEHICLE TRAVEL.
 SG0038'WALK 98 FT E TO RAILROAD, THENCE S ALONG RR ABOUT 690 FT TO THE MARK
 SG0038'ON THE LEFT AS DESCRIBED, IN THE NORTH ABUTMENT, 2.3 FT W OF WITNESS
 SG0038'POST AND LEVEL WITH THE RAILROAD.
 SG0038
 SG0038                          STATION RECOVERY (2003)
 SG0038
 SG0038'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0038'NOTE-THE RAILROAD IS NOT LONGER IN USE.
 SG0038
 SG0038                          STATION RECOVERY (2009)
 SG0038
 SG0038'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1534 ***********************************************************************
 RL1534  DESIGNATION -  26 T MIGS 1934
 RL1534  PID         -  RL1534
 RL1534  STATE/COUNTY-  MI/HOUGHTON
 RL1534  COUNTRY     -  US
 RL1534  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1534
 RL1534                         *CURRENT SURVEY CONTROL
 RL1534  ______________________________________________________________________
 RL1534* NAD 83(1994) POSITION- 46 57 46.13124(N) 088 29 51.03436(W)   ADJUSTED
 RL1534* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 RL1534  ______________________________________________________________________
 RL1534  GEOID HEIGHT    -        -34.572 (meters)                     GEOID18
 RL1534  LAPLACE CORR    -        -13.20  (seconds)                    DEFLEC18
 RL1534  HORZ ORDER      -  THIRD
 RL1534
 RL1534.The horizontal coordinates were established by classical geodetic methods
 RL1534.and adjusted by the National Geodetic Survey in February 1997.
 RL1534
 RL1534.The orthometric height was scaled from a topographic map.
 RL1534
 RL1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1534.GEOID18 height accuracy estimate available here.
 RL1534
 RL1534.Click photographs - Photos may exist for this station.
 RL1534
 RL1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1534
 RL1534. The following values were computed from the NAD 83(1994) position.
 RL1534
 RL1534;                    North         East     Units Scale Factor Converg.
 RL1534;SPC MI N     -   243,320.396 7,886,036.297   MT  0.99997281   -1 04 56.6
 RL1534;SPC MI N     -   798,295.26 25,872,822.50   iFT  0.99997281   -1 04 56.6
 RL1534;UTM  16      - 5,202,120.124   386,072.880   MT  0.99975952   -1 05 40.8
 RL1534
 RL1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1534!SPC MI N     -   0.99997626  x   0.99997281  =   0.99994907
 RL1534!UTM  16      -   0.99997626  x   0.99975952  =   0.99973579
 RL1534
 RL1534:                Primary Azimuth Mark                     Grid Az
 RL1534:SPC MI N     -  26 S                                     352 56 04.3
 RL1534:UTM  16      -  26 S                                     352 56 48.5
 RL1534
 RL1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8607202120(NAD 83)
 RL1534
 RL1534|---------------------------------------------------------------------|
 RL1534| PID    Reference Object                     Distance      Geod. Az  |
 RL1534|                                                           dddmmss.s |
 RL1534| SG0038 26 S                                APPROX. 5.7 KM 3515107.7 |
 RL1534|---------------------------------------------------------------------|
 RL1534
 RL1534                          SUPERSEDED SURVEY CONTROL
 RL1534
 RL1534  NAD 83(1986)-  46 57 46.12566(N)    088 29 51.01148(W) AD(       ) 3
 RL1534  NAD 27      -  46 57 46.37900(N)    088 29 50.54800(W) AD(       ) 3
 RL1534
 RL1534.Superseded values are not recommended for survey control.
 RL1534
 RL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1534.See file dsdata.pdf to determine how the superseded data were derived.
 RL1534
 RL1534_MARKER: I = METAL ROD
 RL1534_SETTING: 0 = UNSPECIFIED SETTING
 RL1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1534
 RL1534  HISTORY     - Date     Condition        Report By
 RL1534  HISTORY     - 1934     MONUMENTED       MIGS
 RL1534
 RL1534                          STATION DESCRIPTION
 RL1534
 RL1534'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1534'LOCATED AT KLINGVILLE.  (STATION IS MARKED ONLY WITH PIECE
 RL1534'OF PIPE DUE TO VERY SWAMPY GROUND.) NO ELEVATION HAS BEEN
 RL1534'DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1539 ***********************************************************************
 RL1539  DESIGNATION -  26 U
 RL1539  PID         -  RL1539
 RL1539  STATE/COUNTY-  MI/BARAGA
 RL1539  COUNTRY     -  US
 RL1539  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1539
 RL1539                         *CURRENT SURVEY CONTROL
 RL1539  ______________________________________________________________________
 RL1539* NAD 83(1994) POSITION- 46 55 19.57425(N) 088 29 03.03189(W)   ADJUSTED
 RL1539* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 RL1539  ______________________________________________________________________
 RL1539  GEOID HEIGHT    -        -34.621 (meters)                     GEOID18
 RL1539  LAPLACE CORR    -        -11.01  (seconds)                    DEFLEC18
 RL1539  HORZ ORDER      -  THIRD
 RL1539
 RL1539.The horizontal coordinates were established by classical geodetic methods
 RL1539.and adjusted by the National Geodetic Survey in February 1997.
 RL1539
 RL1539.The orthometric height was scaled from a topographic map.
 RL1539
 RL1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1539.GEOID18 height accuracy estimate available here.
 RL1539
 RL1539.Click photographs - Photos may exist for this station.
 RL1539
 RL1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1539
 RL1539. The following values were computed from the NAD 83(1994) position.
 RL1539
 RL1539;                    North         East     Units Scale Factor Converg.
 RL1539;SPC MI N     -   238,776.496 7,886,966.198   MT  0.99996464   -1 04 21.9
 RL1539;SPC MI N     -   783,387.45 25,875,873.35   iFT  0.99996464   -1 04 21.9
 RL1539;UTM  16      - 5,197,576.989   387,001.644   MT  0.99975694   -1 05 03.1
 RL1539
 RL1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1539!SPC MI N     -   0.99997533  x   0.99996464  =   0.99993997
 RL1539!UTM  16      -   0.99997533  x   0.99975694  =   0.99973228
 RL1539
 RL1539:                Primary Azimuth Mark                     Grid Az
 RL1539:SPC MI N     -  26 T MIGS 1934                           348 26 03.4
 RL1539:UTM  16      -  26 T MIGS 1934                           348 26 44.6
 RL1539
 RL1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8700197576(NAD 83)
 RL1539
 RL1539|---------------------------------------------------------------------|
 RL1539| PID    Reference Object                     Distance      Geod. Az  |
 RL1539|                                                           dddmmss.s |
 RL1539| RL1534 26 T MIGS 1934                      APPROX. 4.6 KM 3472141.5 |
 RL1539|---------------------------------------------------------------------|
 RL1539
 RL1539                          SUPERSEDED SURVEY CONTROL
 RL1539
 RL1539  NAD 83(1986)-  46 55 19.56860(N)    088 29 03.00983(W) AD(       ) 3
 RL1539  NAD 27      -  46 55 19.80800(N)    088 29 02.55000(W) AD(       ) 3
 RL1539
 RL1539.Superseded values are not recommended for survey control.
 RL1539
 RL1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1539.See file dsdata.pdf to determine how the superseded data were derived.
 RL1539
 RL1539_MARKER: DD = SURVEY DISK
 RL1539_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1539_STAMPING: 26-U
 RL1539_MARK LOGO: CGS+SS
 RL1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1539
 RL1539  HISTORY     - Date     Condition        Report By
 RL1539  HISTORY     - 1934     MONUMENTED       MIGS
 RL1539  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 RL1539
 RL1539                          STATION DESCRIPTION
 RL1539
 RL1539'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL1539'AT ARNHEIM, ON ARNHEIM ROAD, 1.1 MILES WEST FROM ITS INTERSECTION
 RL1539'WITH U.S. HIGHWAY 41, IN SEC. 10, T. 52 N., R. 33 W., 1,000
 RL1539'FEET NORTH OF ARNHEIM POST OFFICE, 37 FEET EAST OF CENTER
 RL1539'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, 15 FEET
 RL1539'SOUTH OF TELEGRAPH POLE NO. 1277.  STATION IS U.S.C. AND G.S.
 RL1539'AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 RL1539'HAS BEEN DETERMINED FOR THIS STATION.
 RL1539
 RL1539                          STATION RECOVERY (2003)
 RL1539
 RL1539'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL1539'A TELEPHONE EXCHANGE BUILDING IS AT THE SITE LOCATION. DGPS PLACES THE
 RL1539'MARK NEAR THE BUILDING. AREA HAS BEEN GRADED.
 RL1539'TO REACH THE SITE LOCATION FROM THE HOUGHTON-BARAGA COUNTY LINE,
 RL1539'FOLLOW US-41 SOUTH 1 MILE TO ARNHEIM RD, THENCE WEST AND SOUTH 1.1
 RL1539'MILES TO ENTRANCE TO 'STURGEON RIVER SLOUGHS WILDLIFE AREA' (MICHIGAN
 RL1539'DNR), THENCE WEST ABOUT 0.05 MILE ON DIRT RD TO THE TELEPHONE BUILDING
 RL1539'AND THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1541 ***********************************************************************
 RL1541  DESIGNATION -  26 V
 RL1541  PID         -  RL1541
 RL1541  STATE/COUNTY-  MI/BARAGA
 RL1541  COUNTRY     -  US
 RL1541  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1541
 RL1541                         *CURRENT SURVEY CONTROL
 RL1541  ______________________________________________________________________
 RL1541* NAD 83(1994) POSITION- 46 54 02.45983(N) 088 28 37.93105(W)   ADJUSTED
 RL1541* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 RL1541  ______________________________________________________________________
 RL1541  GEOID HEIGHT    -        -34.621 (meters)                     GEOID18
 RL1541  LAPLACE CORR    -        -10.47  (seconds)                    DEFLEC18
 RL1541  HORZ ORDER      -  THIRD
 RL1541
 RL1541.The horizontal coordinates were established by classical geodetic methods
 RL1541.and adjusted by the National Geodetic Survey in February 1997.
 RL1541
 RL1541.The orthometric height was scaled from a topographic map.
 RL1541
 RL1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1541.GEOID18 height accuracy estimate available here.
 RL1541
 RL1541.Click photographs - Photos may exist for this station.
 RL1541
 RL1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1541
 RL1541. The following values were computed from the NAD 83(1994) position.
 RL1541
 RL1541;                    North         East     Units Scale Factor Converg.
 RL1541;SPC MI N     -   236,385.763 7,887,452.782   MT  0.99996054   -1 04 03.7
 RL1541;SPC MI N     -   775,543.84 25,877,469.76   iFT  0.99996054   -1 04 03.7
 RL1541;UTM  16      - 5,195,186.653   387,487.659   MT  0.99975559   -1 04 43.4
 RL1541
 RL1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1541!SPC MI N     -   0.99997313  x   0.99996054  =   0.99993368
 RL1541!UTM  16      -   0.99997313  x   0.99975559  =   0.99972873
 RL1541
 RL1541:                Primary Azimuth Mark                     Grid Az
 RL1541:SPC MI N     -  26 U                                     348 29 44.8
 RL1541:UTM  16      -  26 U                                     348 30 24.5
 RL1541
 RL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8748795186(NAD 83)
 RL1541
 RL1541|---------------------------------------------------------------------|
 RL1541| PID    Reference Object                     Distance      Geod. Az  |
 RL1541|                                                           dddmmss.s |
 RL1541| RL1542 26 W                                338.777 METERS 18526     |
 RL1541| RL1539 26 U                                APPROX. 2.4 KM 3472541.1 |
 RL1541|---------------------------------------------------------------------|
 RL1541
 RL1541                          SUPERSEDED SURVEY CONTROL
 RL1541
 RL1541  NAD 83(1986)-  46 54 02.45393(N)    088 28 37.90933(W) AD(       ) 3
 RL1541  NAD 27      -  46 54 02.70300(N)    088 28 37.45600(W) AD(       ) 3
 RL1541
 RL1541.Superseded values are not recommended for survey control.
 RL1541
 RL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1541.See file dsdata.pdf to determine how the superseded data were derived.
 RL1541
 RL1541_MARKER: DD = SURVEY DISK
 RL1541_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1541_STAMPING: 26-V
 RL1541_MARK LOGO: CGS+SS
 RL1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1541
 RL1541  HISTORY     - Date     Condition        Report By
 RL1541  HISTORY     - 1934     MONUMENTED       MIGS
 RL1541
 RL1541                          STATION DESCRIPTION
 RL1541
 RL1541'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL1541'AT ARNHEIM, 1.8 MILES FROM ARNHEIM ROAD, SOUTH ALONG U.S.
 RL1541'HIGHWAY 41, 1/4 MILE WEST TO DULUTH, SOUTH SHORE AND ATLANTIC
 RL1541'RAILWAY TRACKS, IN SEC. 15, T. 52 N., R. 33 W., 34 FEET
 RL1541'FROM CENTER OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, 24
 RL1541'FEET NORTH OF TELEGRAPH POLE NO. 1220.  STATION IS U.S.C. AND
 RL1541'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 RL1541'HAS BEEN DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1542 ***********************************************************************
 RL1542  DESIGNATION -  26 W
 RL1542  PID         -  RL1542
 RL1542  STATE/COUNTY-  MI/BARAGA
 RL1542  COUNTRY     -  US
 RL1542  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1542
 RL1542                         *CURRENT SURVEY CONTROL
 RL1542  ______________________________________________________________________
 RL1542* NAD 83(1994) POSITION- 46 53 51.53859(N) 088 28 39.44877(W)   ADJUSTED
 RL1542* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 RL1542  ______________________________________________________________________
 RL1542  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 RL1542  LAPLACE CORR    -        -10.38  (seconds)                    DEFLEC18
 RL1542  HORZ ORDER      -  THIRD
 RL1542
 RL1542.The horizontal coordinates were established by classical geodetic methods
 RL1542.and adjusted by the National Geodetic Survey in February 1997.
 RL1542
 RL1542.The orthometric height was scaled from a topographic map.
 RL1542
 RL1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1542.GEOID18 height accuracy estimate available here.
 RL1542
 RL1542.Click photographs - Photos may exist for this station.
 RL1542
 RL1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1542
 RL1542. The following values were computed from the NAD 83(1994) position.
 RL1542
 RL1542;                    North         East     Units Scale Factor Converg.
 RL1542;SPC MI N     -   236,049.183 7,887,414.379   MT  0.99995998   -1 04 04.8
 RL1542;SPC MI N     -   774,439.58 25,877,343.76   iFT  0.99995998   -1 04 04.8
 RL1542;UTM  16      - 5,194,850.149   387,449.200   MT  0.99975570   -1 04 44.3
 RL1542
 RL1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1542!SPC MI N     -   0.99997313  x   0.99995998  =   0.99993311
 RL1542!UTM  16      -   0.99997313  x   0.99975570  =   0.99972884
 RL1542
 RL1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8744994850(NAD 83)
 RL1542
 RL1542|---------------------------------------------------------------------|
 RL1542| PID    Reference Object                     Distance      Geod. Az  |
 RL1542|                                                           dddmmss.s |
 RL1542| RL1541 26 V                                338.777 METERS 00526     |
 RL1542|---------------------------------------------------------------------|
 RL1542
 RL1542                          SUPERSEDED SURVEY CONTROL
 RL1542
 RL1542  NAD 83(1986)-  46 53 51.53267(N)    088 28 39.42710(W) AD(       ) 3
 RL1542  NAD 27      -  46 53 51.78000(N)    088 28 38.97400(W) AD(       ) 3
 RL1542
 RL1542.Superseded values are not recommended for survey control.
 RL1542
 RL1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1542.See file dsdata.pdf to determine how the superseded data were derived.
 RL1542
 RL1542_MARKER: DD = SURVEY DISK
 RL1542_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1542_STAMPING: 26-W
 RL1542_MARK LOGO: CGS+SS
 RL1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1542
 RL1542  HISTORY     - Date     Condition        Report By
 RL1542  HISTORY     - 1934     MONUMENTED       MIGS
 RL1542
 RL1542                          STATION DESCRIPTION
 RL1542
 RL1542'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL1542'AT NEWTON, 1.8 MILES FROM ARNHEIM ROAD, SOUTH ALONG U.S.
 RL1542'HIGHWAY 41, 1/4 MILE WEST OF DULUTH, SOUTH SHORE AND ATLANTIC
 RL1542'RAILWAY TRACKS, IN SEC. 15, T. 52 N., R. 33 W., 75 FEET
 RL1542'SOUTHWEST OF TELEGRAPH POLE NO. 1211, 24.5 FEET FROM CENTER
 RL1542'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION
 RL1542'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 RL1542'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1540 ***********************************************************************
 RL1540  DESIGNATION -  26 X
 RL1540  PID         -  RL1540
 RL1540  STATE/COUNTY-  MI/BARAGA
 RL1540  COUNTRY     -  US
 RL1540  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1540
 RL1540                         *CURRENT SURVEY CONTROL
 RL1540  ______________________________________________________________________
 RL1540* NAD 83(1994) POSITION- 46 53 17.47971(N) 088 28 49.27820(W)   ADJUSTED
 RL1540* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 RL1540  ______________________________________________________________________
 RL1540  GEOID HEIGHT    -        -34.590 (meters)                     GEOID18
 RL1540  LAPLACE CORR    -        -10.10  (seconds)                    DEFLEC18
 RL1540  HORZ ORDER      -  THIRD
 RL1540
 RL1540.The horizontal coordinates were established by classical geodetic methods
 RL1540.and adjusted by the National Geodetic Survey in February 1997.
 RL1540
 RL1540.The orthometric height was scaled from a topographic map.
 RL1540
 RL1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1540.GEOID18 height accuracy estimate available here.
 RL1540
 RL1540.Click photographs - Photos may exist for this station.
 RL1540
 RL1540.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1540
 RL1540. The following values were computed from the NAD 83(1994) position.
 RL1540
 RL1540;                    North         East     Units Scale Factor Converg.
 RL1540;SPC MI N     -   235,001.545 7,887,186.725   MT  0.99995822   -1 04 11.9
 RL1540;SPC MI N     -   771,002.44 25,876,596.87   iFT  0.99995822   -1 04 11.9
 RL1540;UTM  16      - 5,193,802.768   387,221.393   MT  0.99975633   -1 04 50.9
 RL1540
 RL1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1540!SPC MI N     -   0.99997344  x   0.99995822  =   0.99993166
 RL1540!UTM  16      -   0.99997344  x   0.99975633  =   0.99972978
 RL1540
 RL1540:                Primary Azimuth Mark                     Grid Az
 RL1540:SPC MI N     -  26 W                                     012 15 35.5
 RL1540:UTM  16      -  26 W                                     012 16 14.5
 RL1540
 RL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8722193802(NAD 83)
 RL1540
 RL1540|---------------------------------------------------------------------|
 RL1540| PID    Reference Object                     Distance      Geod. Az  |
 RL1540|                                                           dddmmss.s |
 RL1540| RL1542 26 W                                APPROX. 1.1 KM 0111123.6 |
 RL1540| RL0148 TOM                                 283.349 METERS 18420     |
 RL1540|---------------------------------------------------------------------|
 RL1540
 RL1540                          SUPERSEDED SURVEY CONTROL
 RL1540
 RL1540  NAD 83(1986)-  46 53 17.47369(N)    088 28 49.25672(W) AD(       ) 3
 RL1540  NAD 27      -  46 53 17.72900(N)    088 28 48.80000(W) AD(       ) 3
 RL1540
 RL1540.Superseded values are not recommended for survey control.
 RL1540
 RL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1540.See file dsdata.pdf to determine how the superseded data were derived.
 RL1540
 RL1540_MARKER: DD = SURVEY DISK
 RL1540_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1540_STAMPING: 26-X
 RL1540_MARK LOGO: CGS+SS
 RL1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1540+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 RL1540
 RL1540  HISTORY     - Date     Condition        Report By
 RL1540  HISTORY     - 1934     MONUMENTED       MIGS
 RL1540  HISTORY     - 20041116 GOOD             GEOCAC
 RL1540
 RL1540                          STATION DESCRIPTION
 RL1540
 RL1540'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CDC)
 RL1540'AT NEWTON, 500 FEET WEST ON NEWTON ROAD FROM INTERSECTION
 RL1540'OF U.S. HIGHWAY 41 AND DULUTH, SOUTH SHORE AND ATLANTIC
 RL1540'RAILWAY, IN SEC. 22, T. 52 N., R. 33 W., 66 FEET NORTH OF
 RL1540'TELEGRAPH POLE NO. 1186, 44.8 FEET FROM CENTER LINE OF RAILWAY
 RL1540'TRACKS, 24 FEET NORTH OF CENTER LINE OF HIGHWAY.  STATION
 RL1540'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 RL1540'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 RL1540
 RL1540                          STATION RECOVERY (2004)
 RL1540
 RL1540'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1540'BARAGA, 7.5 MILES WEST.
 RL1540'
 RL1540'7.5 MILES WEST ALONG US-41 FROM ITS JUNCTION WITH HWY M-38 AT BARAGA
 RL1540'OR 3.5 MILES EAST ALONG US-41 FROM THE BARAGA-HOUGHTON COUNTY LINE. AT
 RL1540'A CROSSROADS AND THE JUNCTION WITH KORHONEN ROAD.
 RL1540'
 RL1540'IT IS ABOUT 225 FT WEST OF THE C/L OF US-41, 42 FT EAST OF THE EAST
 RL1540'RAIL OF INACTIVE RAILROAD, 26 FT NORTH OF THE ROAD C/L, 26 FT WEST OF
 RL1540'A POWER POLE, 1 FT EAST OF A WITNESS POST AND PROJECTING 1 FOOT ABOVE
 RL1540'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0187 ***********************************************************************
 SG0187  DESIGNATION -  26 Y
 SG0187  PID         -  SG0187
 SG0187  STATE/COUNTY-  MI/HOUGHTON
 SG0187  COUNTRY     -  US
 SG0187  USGS QUAD   -  HANCOCK (2017)
 SG0187
 SG0187                         *CURRENT SURVEY CONTROL
 SG0187  ______________________________________________________________________
 SG0187* NAD 83(1994) POSITION- 47 07 57.63771(N) 088 33 43.19851(W)   ADJUSTED
 SG0187* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 SG0187  ______________________________________________________________________
 SG0187  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 SG0187  LAPLACE CORR    -        -17.30  (seconds)                    DEFLEC18
 SG0187  HORZ ORDER      -  FIRST
 SG0187
 SG0187.The horizontal coordinates were established by classical geodetic methods
 SG0187.and adjusted by the National Geodetic Survey in February 1997.
 SG0187
 SG0187.The orthometric height was scaled from a topographic map.
 SG0187
 SG0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0187.GEOID18 height accuracy estimate available here.
 SG0187
 SG0187.Click photographs - Photos may exist for this station.
 SG0187
 SG0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0187
 SG0187. The following values were computed from the NAD 83(1994) position.
 SG0187
 SG0187;                    North         East     Units Scale Factor Converg.
 SG0187;SPC MI N     -   262,295.248 7,881,501.164   MT  1.00001242   -1 07 44.4
 SG0187;SPC MI N     -   860,548.71 25,857,943.45   iFT  1.00001242   -1 07 44.4
 SG0187;UTM  16      - 5,221,091.805   381,543.442   MT  0.99977245   -1 08 41.9
 SG0187
 SG0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0187!SPC MI N     -   0.99995624  x   1.00001242  =   0.99996866
 SG0187!UTM  16      -   0.99995624  x   0.99977245  =   0.99972870
 SG0187
 SG0187:                Primary Azimuth Mark                     Grid Az
 SG0187:SPC MI N     -  WHEAL KATE 2                             229 45 33.4
 SG0187:UTM  16      -  WHEAL KATE 2                             229 46 30.9
 SG0187
 SG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8154321091(NAD 83)
 SG0187
 SG0187|---------------------------------------------------------------------|
 SG0187| PID    Reference Object                     Distance      Geod. Az  |
 SG0187|                                                           dddmmss.s |
 SG0187| SG0188 MCM 68 B                             57.927 METERS 20446     |
 SG0187| SG0233 WHEAL KATE 2                        APPROX.10.2 KM 2283749.0 |
 SG0187|---------------------------------------------------------------------|
 SG0187
 SG0187                          SUPERSEDED SURVEY CONTROL
 SG0187
 SG0187  NAD 83(1986)-  47 07 57.63378(N)    088 33 43.17435(W) AD(       ) 1
 SG0187  NAD 27      -  47 07 57.90000(N)    088 33 42.72400(W) AD(       ) 1
 SG0187
 SG0187.Superseded values are not recommended for survey control.
 SG0187
 SG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0187.See file dsdata.pdf to determine how the superseded data were derived.
 SG0187
 SG0187_MARKER: DD = SURVEY DISK
 SG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0187_STAMPING: 26 Y 1934
 SG0187_MARK LOGO: CGS+SS
 SG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0187+STABILITY: SURFACE MOTION
 SG0187
 SG0187  HISTORY     - Date     Condition        Report By
 SG0187  HISTORY     - 1934     MONUMENTED       MIGS
 SG0187  HISTORY     - 1939     GOOD             CGS
 SG0187  HISTORY     - 20031118 MARK NOT FOUND   GEOCAC
 SG0187
 SG0187                          STATION DESCRIPTION
 SG0187
 SG0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0187'ONE MILE NORTHEAST OF HANCOCK, AT THE EDGE OF A HIGH BLUFF
 SG0187'OVERLOOKING PORTAGE LAKE, ON THE PROPERTY OF THE QUINCY
 SG0187'MINING COMPANY, 72 PACES SOUTH-SOUTHWEST OF A RAILROAD SPUR,
 SG0187'40 PACES EAST OF A TELEPHONE POLE, 11 PACES NORTHWEST OF THE
 SG0187'SOUTHEAST EDGE OF THE BLUFF, AND NORTH OF THE STEEL TRIPOD
 SG0187'MARKING M.C.M. NO. 68B.  THE MARK IS A STANDARD U.S. COAST
 SG0187'AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN A 6- BY
 SG0187'6-INCH CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND
 SG0187'AND IS STAMPED 26 Y 1934.
 SG0187'
 SG0187'TO REACH FROM THE POST OFFICE IN HANCOCK, GO NORTH AND EAST
 SG0187'ON U.S. HIGHWAY 41 FOR 2.75 MILES TO A GRAVEL ROAD ON THE RIGHT,
 SG0187'TURN RIGHT ON THIS ROAD AND GO SOUTH AND EAST FOR 0.1 MILE
 SG0187'TO A RAILROAD CROSSING AND A GRAVEL ROAD LEADING SOUTH, TURN
 SG0187'RIGHT (SOUTH) AND FOLLOW THE MAIN ROAD FOR 0.5 MILE TO A POINT
 SG0187'WHERE THE ROAD FORKS TO THE EAST AND WEST AND A DIM ROAD
 SG0187'CONTINUES TO THE SOUTH, CONTINUE SOUTH ON THE DIM ROAD FOR
 SG0187'0.15 MILE TO A SPUR OF THE RAILROAD AND THE END OF TRUCK
 SG0187'TRAVEL.  CONTINUE ACROSS THE RAILROAD TRACKS AND FOLLOW A
 SG0187'PATH SOUTHWEST FOR 72 PACES TO THE STATION.
 SG0187'
 SG0187'NO REFERENCE OR AZIMUTH MARKS WERE SET AT THIS STATION.
 SG0187'
 SG0187'ALL LINES ARE VISIBLE FROM THE GROUND.
 SG0187
 SG0187                          STATION RECOVERY (2003)
 SG0187
 SG0187'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0187'THE SITE LOCATION IS A SKI LIFT AREA, EXTENSIVE SITE GRADING AND
 SG0187'BUILDING CONSTRUCTION ON-GOING.  A THOROUGH SEARCH REVEALED NO
 SG0187'EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0189 ***********************************************************************
 SG0189  DESIGNATION -  26 Z
 SG0189  PID         -  SG0189
 SG0189  STATE/COUNTY-  MI/HOUGHTON
 SG0189  COUNTRY     -  US
 SG0189  USGS QUAD   -  HANCOCK (2017)
 SG0189
 SG0189                         *CURRENT SURVEY CONTROL
 SG0189  ______________________________________________________________________
 SG0189* NAD 83(1994) POSITION- 47 08 21.91746(N) 088 33 56.52673(W)   ADJUSTED
 SG0189* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 SG0189  ______________________________________________________________________
 SG0189  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 SG0189  LAPLACE CORR    -        -16.22  (seconds)                    DEFLEC18
 SG0189  HORZ ORDER      -  THIRD
 SG0189
 SG0189.The horizontal coordinates were established by classical geodetic methods
 SG0189.and adjusted by the National Geodetic Survey in February 1997.
 SG0189
 SG0189.The orthometric height was scaled from a topographic map.
 SG0189
 SG0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0189.GEOID18 height accuracy estimate available here.
 SG0189
 SG0189.Click photographs - Photos may exist for this station.
 SG0189
 SG0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0189
 SG0189. The following values were computed from the NAD 83(1994) position.
 SG0189
 SG0189;                    North         East     Units Scale Factor Converg.
 SG0189;SPC MI N     -   263,050.448 7,881,235.141   MT  1.00001418   -1 07 54.0
 SG0189;SPC MI N     -   863,026.40 25,857,070.67   iFT  1.00001418   -1 07 54.0
 SG0189;UTM  16      - 5,221,846.898   381,277.694   MT  0.99977323   -1 08 52.1
 SG0189
 SG0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0189!SPC MI N     -   0.99995090  x   1.00001418  =   0.99996508
 SG0189!UTM  16      -   0.99995090  x   0.99977323  =   0.99972415
 SG0189
 SG0189:                Primary Azimuth Mark                     Grid Az
 SG0189:SPC MI N     -  26 Y                                     160 35 41.7
 SG0189:UTM  16      -  26 Y                                     160 36 39.8
 SG0189
 SG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8127721846(NAD 83)
 SG0189
 SG0189|---------------------------------------------------------------------|
 SG0189| PID    Reference Object                     Distance      Geod. Az  |
 SG0189|                                                           dddmmss.s |
 SG0189| SG0187 26 Y                                APPROX. 0.8 KM 1592747.7 |
 SG0189| SG0191 QUINCY MINE 6 FLAGPOLE MIGS         427.434 METERS 2944547.1 |
 SG0189|---------------------------------------------------------------------|
 SG0189
 SG0189                          SUPERSEDED SURVEY CONTROL
 SG0189
 SG0189  NAD 83(1986)-  47 08 21.91355(N)    088 33 56.50239(W) AD(       ) 3
 SG0189  NAD 27      -  47 08 22.17800(N)    088 33 56.04900(W) AD(       ) 3
 SG0189
 SG0189.Superseded values are not recommended for survey control.
 SG0189
 SG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0189.See file dsdata.pdf to determine how the superseded data were derived.
 SG0189
 SG0189_MARKER: DD = SURVEY DISK
 SG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0189_STAMPING: 26 Z
 SG0189_MARK LOGO: CGS+SS
 SG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0189+STABILITY: SURFACE MOTION
 SG0189
 SG0189  HISTORY     - Date     Condition        Report By
 SG0189  HISTORY     - 1934     MONUMENTED       MIGS
 SG0189  HISTORY     - 20031004 MARK NOT FOUND   GEOCAC
 SG0189
 SG0189                          STATION DESCRIPTION
 SG0189
 SG0189'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0189'ON QUINCY LOCATION ABOUT 1/4 MILE WEST OF CENTER OF CORBURNTOWN
 SG0189'IN OPEN FIELD, 1400 FEET SOUTH 65 DEG EAST OF QUINCY NO. 6
 SG0189'SHAFT HOUSE, AND 2,540 FEET NORTH 65 DEG EAST OF QUINCY NO. 2
 SG0189'SHAFT HOUSE.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0189'STANDARD DISK IN REINFORCED CONCRETE.
 SG0189
 SG0189                          STATION RECOVERY (2003)
 SG0189
 SG0189'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0189'A THOROUGH SEARCH FAILED TO LOCATE THE MARK AT THIS TIME. DETERMINED
 SG0189'LOCATION USING DGPS (+-3 METERS).  FALLS NEAR THE EDGE OF A OLD JACK
 SG0189'PINE PLANTATION. MARK IS POSSIBLY BURIED.
 SG0189'TO REACH FROM THE QUINCY TWP FIRE HALL (NORTH OF HANCOCK) FOLLOW US-41
 SG0189'N'LY 0.25 MILES TO SUNSHINE RD, THENCE RIGHT (SE) 0.15 MILES TO
 SG0189'FRANKLIN TRAM RD, THENCE RIGHT A SHORT DISTANCE TO A Y, THENCE RIGHT
 SG0189'ON LOWER PEWABIC RD ABOUT 0.10 MILE TO LOCATION ON THE LEFT, ABOUT 60
 SG0189'FT EAST OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0780 ***********************************************************************
 NE0780  DESIGNATION -  260 1/2
 NE0780  PID         -  NE0780
 NE0780  STATE/COUNTY-  MI/GENESEE
 NE0780  COUNTRY     -  US
 NE0780  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0780
 NE0780                         *CURRENT SURVEY CONTROL
 NE0780  ______________________________________________________________________
 NE0780* NAD 83(1986) POSITION- 42 56 46.     (N) 083 51 00.     (W)   SCALED
 NE0780* NAVD 88 ORTHO HEIGHT -   234.192 (meters)      768.34  (feet) ADJUSTED
 NE0780  ______________________________________________________________________
 NE0780  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 NE0780  DYNAMIC HEIGHT  -        234.133 (meters)      768.15  (feet) COMP
 NE0780  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 NE0780
 NE0780  VERT ORDER      -  SECOND    CLASS 0
 NE0780
 NE0780.The horizontal coordinates were scaled from a map and have
 NE0780.an estimated accuracy of +/- 6 seconds.
 NE0780
 NE0780.The orthometric height was determined by differential leveling and
 NE0780.adjusted by the NATIONAL GEODETIC SURVEY
 NE0780.in June 1991.
 NE0780
 NE0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0780.GEOID18 height accuracy estimate available here.
 NE0780
 NE0780.Click photographs - Photos may exist for this station.
 NE0780
 NE0780.The dynamic height is computed by dividing the NAVD 88
 NE0780.geopotential number by the normal gravity value computed on the
 NE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0780.degrees latitude (g = 980.6199 gals.).
 NE0780
 NE0780.The modeled gravity was interpolated from observed gravity values.
 NE0780
 NE0780;                    North         East    Units  Estimated Accuracy
 NE0780;SPC MI S     -   160,760.    4,042,160.      MT  (+/- 180 meters Scaled)
 NE0780
 NE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH674587(NAD 83)
 NE0780
 NE0780                          SUPERSEDED SURVEY CONTROL
 NE0780
 NE0780  NGVD 29 (??/??/92)  234.332  (m)          768.80   (f) ADJ UNCH    2 0
 NE0780
 NE0780.Superseded values are not recommended for survey control.
 NE0780
 NE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0780.See file dsdata.pdf to determine how the superseded data were derived.
 NE0780
 NE0780_MARKER: B = BOLT
 NE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0780_STAMPING: 260-1/2
 NE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0780+STABILITY: SURFACE MOTION
 NE0780
 NE0780  HISTORY     - Date     Condition        Report By
 NE0780  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0780  HISTORY     - 1934     GOOD             CGS
 NE0780  HISTORY     - 20070409 POOR             ROWEIN
 NE0780
 NE0780                          STATION DESCRIPTION
 NE0780
 NE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0780'1 MI W FROM SWARTZ CREEK.
 NE0780'1.0 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0780'STATION AT SWARTZ CREEK, GENESEE COUNTY, 0.7 MILE EAST OF THE
 NE0780'STATION AT CRAPO FARM, 123 YARDS EAST OF THE EAST END OF BRIDGE
 NE0780'260.42, 100 YARDS EAST OF SEMAPHORE 260.5, 28.7 FEET NORTH OF
 NE0780'THE NORTH RAIL OF THE NORTH TRACK, AND 1.2 FEET SOUTH OF THE
 NE0780'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 260-1/2 AND SET IN
 NE0780'THE TOP OF A CONCRETE POST.
 NE0780
 NE0780                          STATION RECOVERY (2007)
 NE0780
 NE0780'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0780'THE STATION IS LEANING SOUTHWEST ABOUT 45 DEGREES, AT GROUND LEVEL, 60
 NE0780'FEET EAST OF POLE, 1 FOOT SOUTHWEST OF STEEL T-POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0111 ***********************************************************************
 NE0111  DESIGNATION -  260 C OF D
 NE0111  PID         -  NE0111
 NE0111  STATE/COUNTY-  MI/WAYNE
 NE0111  COUNTRY     -  US
 NE0111  USGS QUAD   -  BELLE ISLE (2017)
 NE0111
 NE0111                         *CURRENT SURVEY CONTROL
 NE0111  ______________________________________________________________________
 NE0111* NAD 83(1986) POSITION- 42 20 27.     (N) 082 57 36.     (W)   SCALED
 NE0111* NAVD 88 ORTHO HEIGHT -   175.866 (meters)      576.99  (feet) ADJUSTED
 NE0111  ______________________________________________________________________
 NE0111  GEOID HEIGHT    -        -34.606 (meters)                     GEOID18
 NE0111  DYNAMIC HEIGHT  -        175.814 (meters)      576.82  (feet) COMP
 NE0111  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 NE0111
 NE0111  VERT ORDER      -  FIRST     CLASS 0
 NE0111
 NE0111.The horizontal coordinates were scaled from a map and have
 NE0111.an estimated accuracy of +/- 6 seconds.
 NE0111
 NE0111.The orthometric height was determined by differential leveling and
 NE0111.adjusted by the NATIONAL GEODETIC SURVEY
 NE0111.in June 1991.
 NE0111
 NE0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0111.GEOID18 height accuracy estimate available here.
 NE0111
 NE0111.Click photographs - Photos may exist for this station.
 NE0111
 NE0111.The dynamic height is computed by dividing the NAVD 88
 NE0111.geopotential number by the normal gravity value computed on the
 NE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0111.degrees latitude (g = 980.6199 gals.).
 NE0111
 NE0111.The modeled gravity was interpolated from observed gravity values.
 NE0111
 NE0111;                    North         East    Units  Estimated Accuracy
 NE0111;SPC MI S     -    94,370.    4,115,910.      MT  (+/- 180 meters Scaled)
 NE0111
 NE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG385894(NAD 83)
 NE0111
 NE0111                          SUPERSEDED SURVEY CONTROL
 NE0111
 NE0111  NGVD 29 (??/??/92)  176.030  (m)          577.53   (f) ADJ UNCH    1 0
 NE0111
 NE0111.Superseded values are not recommended for survey control.
 NE0111
 NE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0111.See file dsdata.pdf to determine how the superseded data were derived.
 NE0111
 NE0111_MARKER: DD = SURVEY DISK
 NE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0111+STABILITY: SURFACE MOTION
 NE0111
 NE0111  HISTORY     - Date     Condition        Report By
 NE0111  HISTORY     - UNK      MONUMENTED       MI1260
 NE0111  HISTORY     - 1970     GOOD             USLS
 NE0111  HISTORY     - 20170617 MARK NOT FOUND   GEOCAC
 NE0111
 NE0111                          STATION DESCRIPTION
 NE0111
 NE0111'DESCRIBED BY US LAKE SURVEY 1970
 NE0111'IN DETROIT.
 NE0111'A BENCH MARK ESTABLISHED BY THE CITY OF DETROIT , IS AT DETROIT,
 NE0111'WAYNE COUNTY, MICHIGAN, ON BELLE ISLE, OPPOSITE THE U.S. COAST
 NE0111'GUARD STATION, 53.2 FEET SOUTH WEST OF UTILITY POLE NO. 11323,
 NE0111'11.5 FEET NORTHWEST OF CURB, 2.7 FEET NORTH OF A WATER SHUTOFF
 NE0111'VALVE, ON NORTHEAST CORNER OF A 4 X 5 FOOT CONCRETE DRINKING
 NE0111'WATER FOUNTAIN FOUNDATION BEING HIGHEST POINT OVER CROSS AT
 NE0111'CENTER OF BRONZE DISC SET INTO THE FOUNDATION.
 NE0111
 NE0111                          STATION RECOVERY (2017)
 NE0111
 NE0111'RECOVERY NOTE BY GEOCACHING 2017 (DJP)
 NE0111'REFERENCED DRINKING FOUNTAIN WITH MARK IN THE FOUNDATION IS NO LONGER
 NE0111'THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0778 ***********************************************************************
 NE0778  DESIGNATION -  261 1/2
 NE0778  PID         -  NE0778
 NE0778  STATE/COUNTY-  MI/GENESEE
 NE0778  COUNTRY     -  US
 NE0778  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0778
 NE0778                         *CURRENT SURVEY CONTROL
 NE0778  ______________________________________________________________________
 NE0778* NAD 83(1986) POSITION- 42 57 07.     (N) 083 49 54.     (W)   SCALED
 NE0778* NAVD 88 ORTHO HEIGHT -   236.383 (meters)      775.53  (feet) ADJUSTED
 NE0778  ______________________________________________________________________
 NE0778  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 NE0778  DYNAMIC HEIGHT  -        236.323 (meters)      775.34  (feet) COMP
 NE0778  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 NE0778  OBS GRAVITY     -    980,364.1   (mgal)                       GRAV_OBS
 NE0778
 NE0778  VERT ORDER      -  FIRST     CLASS II
 NE0778
 NE0778.The horizontal coordinates were scaled from a map and have
 NE0778.an estimated accuracy of +/- 6 seconds.
 NE0778
 NE0778.The orthometric height was determined by differential leveling and
 NE0778.adjusted by the NATIONAL GEODETIC SURVEY
 NE0778.in June 1991.
 NE0778
 NE0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0778.GEOID18 height accuracy estimate available here.
 NE0778
 NE0778.Click photographs - Photos may exist for this station.
 NE0778
 NE0778.The dynamic height is computed by dividing the NAVD 88
 NE0778.geopotential number by the normal gravity value computed on the
 NE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0778.degrees latitude (g = 980.6199 gals.).
 NE0778
 NE0778.The modeled gravity was interpolated from observed gravity values.
 NE0778
 NE0778.The observed gravity was obtained from relative gravimeter ties
 NE0778.to the IGSN71 gravity network.
 NE0778
 NE0778;                    North         East    Units  Estimated Accuracy
 NE0778;SPC MI S     -   161,420.    4,043,650.      MT  (+/- 180 meters Scaled)
 NE0778
 NE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH690593(NAD 83)
 NE0778
 NE0778                          SUPERSEDED SURVEY CONTROL
 NE0778
 NE0778  NGVD 29 (??/??/92)  236.522  (m)          775.99   (f) ADJ UNCH    2 0
 NE0778
 NE0778.Superseded values are not recommended for survey control.
 NE0778
 NE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0778.See file dsdata.pdf to determine how the superseded data were derived.
 NE0778
 NE0778_MARKER: B = BOLT
 NE0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0778_STAMPING: 261 1/2
 NE0778_PROJECTION: RECESSED 30 CENTIMETERS
 NE0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0778+STABILITY: SURFACE MOTION
 NE0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0778+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 NE0778
 NE0778  HISTORY     - Date     Condition        Report By
 NE0778  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0778  HISTORY     - 1959     GOOD             CGS
 NE0778  HISTORY     - 20040512 GOOD             WILCOX
 NE0778  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0778  HISTORY     - 20070410 GOOD             ROWEIN
 NE0778  HISTORY     - 20080324 GOOD             ROWEIN
 NE0778  HISTORY     - 20080401 GOOD             COLEM
 NE0778
 NE0778                          STATION DESCRIPTION
 NE0778
 NE0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0778'AT SWARTZ CREEK.
 NE0778'AT SWARTZ CREEK, GENESEE COUNTY, 100 YARDS EAST OF THE GRAND
 NE0778'TRUNK WESTERN RAILWAY STATION, 40 YARDS EAST OF THE CROSSING
 NE0778'OF A CONCRETE ROAD, 37 YARDS NORTHEAST OF THE NORTHWEST CORNER
 NE0778'OF THE W.D. JOHNSON LUMBER COMPANY, 14.7 FEET EAST OF THE EAST
 NE0778'SIDE OF AN 18-INCH LOMBARD POPLAR TREE, 40.5 FEET NORTH OF THE
 NE0778'NORTH RAIL OF THE NORTH TRACK, AND 1.9 FEET SOUTH OF THE
 NE0778'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 261-1/2 AND SET
 NE0778'IN THE TOP OF A CONCRETE POST.
 NE0778
 NE0778                          STATION RECOVERY (2004)
 NE0778
 NE0778'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0778'MARK IS 1' BELOW GRADE AND 1.9 ' S OF A WHITE PICKET FENCE AT THE SW
 NE0778'CORNER OF HSE NO 5181, 150'N OF THE SWARTZ CR GRAIN ELEVATOR AND AND
 NE0778'100'E AND 60' N OF THE INTERSECTION OF THE GT RAILROAD AND MORRISH
 NE0778'ROAD WHICH IS .5 MILES SOUTH OF MILLER RD AT VILLAGE OF SWARTZ CREEK,
 NE0778'MONUMENT STAMPED BM NO 261 1/2
 NE0778
 NE0778                          STATION RECOVERY (2006)
 NE0778
 NE0778'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0778'MARK NOT FOUND.
 NE0778
 NE0778                          STATION RECOVERY (2007)
 NE0778
 NE0778'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0778'THE STATION IS AS DESCRIBED WITH THE ADDITION OF 22 FEET EAST OF
 NE0778'SOUTHEAST CORNER OF HOUSE NUMBER 5181 AND 1.9 FEET SOUTHEAST AND IN
 NE0778'LINE WITH WESTERLY END OF 6 FOOT VINYL FENCE, 70 FEET SOUTH OF BRISTOL
 NE0778'RD. OVERPASS STATION IS 5X5 CONCRETE MONUMENT WITH ROD.
 NE0778
 NE0778                          STATION RECOVERY (2008)
 NE0778
 NE0778'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 NE0778'RECOVERED IN GOOD CONDITION.
 NE0778
 NE0778                          STATION RECOVERY (2008)
 NE0778
 NE0778'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE0778'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0777 ***********************************************************************
 NE0777  DESIGNATION -  262 1/2
 NE0777  PID         -  NE0777
 NE0777  STATE/COUNTY-  MI/GENESEE
 NE0777  COUNTRY     -  US
 NE0777  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0777
 NE0777                         *CURRENT SURVEY CONTROL
 NE0777  ______________________________________________________________________
 NE0777* NAD 83(1986) POSITION- 42 57 27.     (N) 083 48 51.     (W)   SCALED
 NE0777* NAVD 88 ORTHO HEIGHT -   235.164 (meters)      771.53  (feet) ADJUSTED
 NE0777  ______________________________________________________________________
 NE0777  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 NE0777  DYNAMIC HEIGHT  -        235.104 (meters)      771.34  (feet) COMP
 NE0777  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 NE0777
 NE0777  VERT ORDER      -  SECOND    CLASS 0
 NE0777
 NE0777.The horizontal coordinates were scaled from a map and have
 NE0777.an estimated accuracy of +/- 6 seconds.
 NE0777
 NE0777.The orthometric height was determined by differential leveling and
 NE0777.adjusted by the NATIONAL GEODETIC SURVEY
 NE0777.in June 1991.
 NE0777
 NE0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0777.GEOID18 height accuracy estimate available here.
 NE0777
 NE0777.Click photographs - Photos may exist for this station.
 NE0777
 NE0777.The dynamic height is computed by dividing the NAVD 88
 NE0777.geopotential number by the normal gravity value computed on the
 NE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0777.degrees latitude (g = 980.6199 gals.).
 NE0777
 NE0777.The modeled gravity was interpolated from observed gravity values.
 NE0777
 NE0777;                    North         East    Units  Estimated Accuracy
 NE0777;SPC MI S     -   162,040.    4,045,080.      MT  (+/- 180 meters Scaled)
 NE0777
 NE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH704599(NAD 83)
 NE0777
 NE0777                          SUPERSEDED SURVEY CONTROL
 NE0777
 NE0777  NGVD 29 (??/??/92)  235.306  (m)          772.00   (f) ADJ UNCH    2 0
 NE0777
 NE0777.Superseded values are not recommended for survey control.
 NE0777
 NE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0777.See file dsdata.pdf to determine how the superseded data were derived.
 NE0777
 NE0777_MARKER: B = BOLT
 NE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0777_STAMPING: 262-1/2
 NE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0777+STABILITY: SURFACE MOTION
 NE0777
 NE0777  HISTORY     - Date     Condition        Report By
 NE0777  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0777  HISTORY     - 1959     MARK NOT FOUND   CGS
 NE0777  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0777  HISTORY     - 20070410 MARK NOT FOUND   ROWEIN
 NE0777
 NE0777                          STATION DESCRIPTION
 NE0777
 NE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0777'1 MI E FROM SWARTZ CREEK.
 NE0777'1.0 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0777'STATION AT SWARTZ CREEK, GENESEE COUNTY, AT THE FLAG STATION
 NE0777'AT MUNDY, 0.5 MILE EAST OF MILEPOST 262, AT A ROAD CROSSING,
 NE0777'100 YARDS WEST OF THE CENTERLINE OF THE ROAD, 25 YARDS WEST
 NE0777'OF THE WEST SWITCH OF A SIDING, AND 27 FEET NORTH OF THE NORTH
 NE0777'RAIL OF THE NORTH TRACK.  A BRASS PLUG, STAMPED 262-1/2 AND SET
 NE0777'IN THE TOP OF A CONCRETE POST.
 NE0777
 NE0777                          STATION RECOVERY (2006)
 NE0777
 NE0777'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0777'MARK NOT FOUND.
 NE0777
 NE0777                          STATION RECOVERY (2007)
 NE0777
 NE0777'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0777'THE SIDING REFERRED TO IN THE ORIGINAL DESCRIPTION IS GONE. THERE HAS
 NE0777'BEEN CONSTRUCTION / DEMOLITION ACTIVITY IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0354 ***********************************************************************
 QJ0354  DESIGNATION -  264 UDP+225
 QJ0354  PID         -  QJ0354
 QJ0354  STATE/COUNTY-  MI/CHIPPEWA
 QJ0354  COUNTRY     -  US
 QJ0354  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0354
 QJ0354                         *CURRENT SURVEY CONTROL
 QJ0354  ______________________________________________________________________
 QJ0354* NAD 83(1994) POSITION- 45 58 00.93546(N) 083 54 21.95174(W)   ADJUSTED
 QJ0354* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QJ0354  ______________________________________________________________________
 QJ0354  GEOID HEIGHT    -        -36.822 (meters)                     GEOID18
 QJ0354  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 QJ0354  HORZ ORDER      -  SECOND
 QJ0354
 QJ0354.The horizontal coordinates were established by classical geodetic methods
 QJ0354.and adjusted by the National Geodetic Survey in February 1997.
 QJ0354
 QJ0354.The orthometric height was scaled from a topographic map.
 QJ0354
 QJ0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0354.GEOID18 height accuracy estimate available here.
 QJ0354
 QJ0354.Click photographs - Photos may exist for this station.
 QJ0354
 QJ0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0354
 QJ0354. The following values were computed from the NAD 83(1994) position.
 QJ0354
 QJ0354;                    North         East     Units Scale Factor Converg.
 QJ0354;SPC MI N     -   136,228.279 8,239,726.141   MT  0.99991819   +2 14 10.5
 QJ0354;SPC MI N     -   446,943.17 27,033,222.25   iFT  0.99991819   +2 14 10.5
 QJ0354;UTM  17      - 5,094,479.754   274,843.239   MT  1.00022327   -2 05 24.6
 QJ0354
 QJ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0354!SPC MI N     -   0.99997756  x   0.99991819  =   0.99989575
 QJ0354!UTM  17      -   0.99997756  x   1.00022327  =   1.00020082
 QJ0354
 QJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7484394479(NAD 83)
 QJ0354
 QJ0354                          SUPERSEDED SURVEY CONTROL
 QJ0354
 QJ0354  NAD 83(1986)-  45 58 00.92261(N)    083 54 21.94465(W) AD(       ) 2
 QJ0354
 QJ0354.Superseded values are not recommended for survey control.
 QJ0354
 QJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0354.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0354
 QJ0354_MARKER: DS = TRIANGULATION STATION DISK
 QJ0354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0354+WITH SETTING: INFORMATION.
 QJ0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0354
 QJ0354  HISTORY     - Date     Condition        Report By
 QJ0354  HISTORY     - 1988     MONUMENTED       USACE
 QJ0354
 QJ0354                          STATION DESCRIPTION
 QJ0354
 QJ0354'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0354'THE STATION IS LOCATED ABOUT 67.9 KM (42.2 MI) SOUTH-SOUTHEAST OF
 QJ0354'SAULT STE MARIE
 QJ0354'61.2 KM (38.0 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0354'2.9 KM (1.8 MI) SOUTH OF DETOUR VILLAGE
 QJ0354'ON BENNET POINT IN GOVT LOT 1, SEC 10, T41N-R4E.
 QJ0354'OWNERSHIP--SSSS
 QJ0354'
 QJ0354'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0354'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0354'TRAVEL BY BOAT UPRIVER FOR APPROXIMATELY 10 MINUTES TO A PROMINENT
 QJ0354'POINT ON THE WEST SHORE WHICH IS BENNET POINT, AND THE STATION.
 QJ0354'
 QJ0354'THE STATION IS A STANDARD COE DISK
 QJ0354'STAMPED---UPD+225---,
 QJ0354'SET INTO A COVERED PVC PIPE SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 QJ0354'DRIVEN INTO THE GROUND 4.3 METERS (14 FT) TO THE POINT OF REFUSAL.
 QJ0354'LOCATED 12.2 METERS (40 FT) FROM THE SHORE ON THE NORTH SIDE OF THE
 QJ0354'POINT AND JUST INSIDE THE TREE
 QJ0354'LINE.
 QJ0354'
 QJ0354'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0775 ***********************************************************************
 NE0775  DESIGNATION -  265 1/2
 NE0775  PID         -  NE0775
 NE0775  STATE/COUNTY-  MI/GENESEE
 NE0775  COUNTRY     -  US
 NE0775  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0775
 NE0775                         *CURRENT SURVEY CONTROL
 NE0775  ______________________________________________________________________
 NE0775* NAD 83(2011) POSITION- 42 58 21.60200(N) 083 45 29.27381(W)   ADJUSTED
 NE0775* NAD 83(2011) ELLIP HT-   199.255 (meters)        (06/27/12)   ADJUSTED
 NE0775* NAD 83(2011) EPOCH   -  2010.00
 NE0775* NAVD 88 ORTHO HEIGHT -   233.194 (meters)      765.07  (feet) ADJUSTED
 NE0775  ______________________________________________________________________
 NE0775  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 NE0775  NAD 83(2011) X  -    508,202.783 (meters)                     COMP
 NE0775  NAD 83(2011) Y  - -4,646,459.926 (meters)                     COMP
 NE0775  NAD 83(2011) Z  -  4,325,416.357 (meters)                     COMP
 NE0775  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 NE0775  DYNAMIC HEIGHT  -        233.134 (meters)      764.87  (feet) COMP
 NE0775  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 NE0775
 NE0775  VERT ORDER      -  FIRST     CLASS II
 NE0775
 NE0775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0775  Standards:
 NE0775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0775  -------------------------------------------------------------------
 NE0775  NETWORK    0.32   0.49           0.15   0.10   0.25     -0.00714465
 NE0775  -------------------------------------------------------------------
 NE0775  Click here for local accuracies and other accuracy information.
 NE0775
 NE0775.The horizontal coordinates were established by GPS observations
 NE0775.and adjusted by the National Geodetic Survey in June 2012.
 NE0775
 NE0775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0775.been affixed to the stable North American tectonic plate. See 
 NE0775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0775
 NE0775.The horizontal coordinates are valid at the epoch date displayed above
 NE0775.which is a decimal equivalence of Year/Month/Day.
 NE0775
 NE0775.The orthometric height was determined by differential leveling and
 NE0775.adjusted by the NATIONAL GEODETIC SURVEY
 NE0775.in June 1991.
 NE0775
 NE0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0775.GEOID18 height accuracy estimate available here.
 NE0775
 NE0775.Click photographs - Photos may exist for this station.
 NE0775
 NE0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0775
 NE0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0775
 NE0775.The ellipsoidal height was determined by GPS observations
 NE0775.and is referenced to NAD 83.
 NE0775
 NE0775.The dynamic height is computed by dividing the NAVD 88
 NE0775.geopotential number by the normal gravity value computed on the
 NE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0775.degrees latitude (g = 980.6199 gals.).
 NE0775
 NE0775.The modeled gravity was interpolated from observed gravity values.
 NE0775
 NE0775. The following values were computed from the NAD 83(2011) position.
 NE0775
 NE0775;                    North         East     Units Scale Factor Converg.
 NE0775;SPC MI S     -   163,759.758 4,049,637.529   MT  0.99990804   +0 24 50.9
 NE0775;SPC MI S     -   537,269.55 13,286,212.37   iFT  0.99990804   +0 24 50.9
 NE0775;UTM  17      - 4,761,471.189   275,083.335   MT  1.00022238   -1 52 51.1
 NE0775
 NE0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0775!SPC MI S     -   0.99996875  x   0.99990804  =   0.99987680
 NE0775!UTM  17      -   0.99996875  x   1.00022238  =   1.00019113
 NE0775
 NE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7508361471(NAD 83)
 NE0775
 NE0775                          SUPERSEDED SURVEY CONTROL
 NE0775
 NE0775  NAD 83(2007)-  42 58 21.60220(N)    083 45 29.27433(W) AD(2002.00) B
 NE0775  ELLIP H (10/23/09)  199.274  (m)                       GP(2002.00) 3 1
 NE0775  NGVD 29 (??/??/92)  233.344  (m)          765.56   (f) ADJ UNCH    2 0
 NE0775
 NE0775.Superseded values are not recommended for survey control.
 NE0775
 NE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0775.See file dsdata.pdf to determine how the superseded data were derived.
 NE0775
 NE0775_MARKER: B = BOLT
 NE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0775_STAMPING: 265-1/2
 NE0775_PROJECTION: PROJECTING 15 CENTIMETERS
 NE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0775+STABILITY: SURFACE MOTION
 NE0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0775+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2025
 NE0775
 NE0775  HISTORY     - Date     Condition        Report By
 NE0775  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0775  HISTORY     - 1959     GOOD             CGS
 NE0775  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0775  HISTORY     - 20070410 GOOD             ROWEIN
 NE0775  HISTORY     - 20080401 GOOD             COLEM
 NE0775  HISTORY     - 20230530 GOOD             SPICE
 NE0775  HISTORY     - 20251028 GOOD             SPICE
 NE0775
 NE0775                          STATION DESCRIPTION
 NE0775
 NE0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0775'1.5 MI W FROM TORREY.
 NE0775'1.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0775'STATION AT TORREY, GENESEE COUNTY, 52 YARDS WEST OF A ROAD
 NE0775'CROSSING, AND 15 YARDS EAST OF THE EAST RAIL OF THE EAST TRACK.
 NE0775'A COPPER BOLT, STAMPED 265-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0775'POST.
 NE0775
 NE0775                          STATION RECOVERY (2005)
 NE0775
 NE0775'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0775'MARK NOT FOUND.
 NE0775
 NE0775                          STATION RECOVERY (2007)
 NE0775
 NE0775'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0775'THE STATION IS AS DESCRIBED WITH THE ADDITION OF 18 FEET SOUTHEAST OF
 NE0775'POLE, 33 FEET SOUTH OF SIGNAL NUMBER 2655, 25 FEET NORTH OF CHAIN LINK
 NE0775'FENCE.
 NE0775
 NE0775                          STATION RECOVERY (2008)
 NE0775
 NE0775'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE0775'RECOVERED AS DESCRIBED.
 NE0775
 NE0775                          STATION RECOVERY (2023)
 NE0775
 NE0775'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2023 (LK)
 NE0775'RECOVERED IN GOOD CONDITION.
 NE0775
 NE0775                          STATION RECOVERY (2025)
 NE0775
 NE0775'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (JD)
 NE0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0349 ***********************************************************************
 QJ0349  DESIGNATION -  266 R A UDP+267
 QJ0349  PID         -  QJ0349
 QJ0349  STATE/COUNTY-  MI/CHIPPEWA
 QJ0349  COUNTRY     -  US
 QJ0349  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0349
 QJ0349                         *CURRENT SURVEY CONTROL
 QJ0349  ______________________________________________________________________
 QJ0349* NAD 83(1994) POSITION- 45 57 31.87744(N) 083 54 36.17319(W)   ADJUSTED
 QJ0349* NAD 83(1994) ELLIP HT-   141.139 (meters)        (02/03/97)   ADJUSTED
 QJ0349* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) VERTCON3
 QJ0349  ______________________________________________________________________
 QJ0349  GEOID HEIGHT    -        -36.822 (meters)                     GEOID18
 QJ0349  NAD 83(1994) X  -    471,219.304 (meters)                     COMP
 QJ0349  NAD 83(1994) Y  - -4,416,640.368 (meters)                     COMP
 QJ0349  NAD 83(1994) Z  -  4,562,170.920 (meters)                     COMP
 QJ0349  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 QJ0349  HORZ ORDER      -  FIRST
 QJ0349  ELLP ORDER      -  FOURTH    CLASS I
 QJ0349
 QJ0349.The horizontal coordinates were established by GPS observations
 QJ0349.and adjusted by the National Geodetic Survey in February 1997.
 QJ0349
 QJ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0349
 QJ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0349.GEOID18 height accuracy estimate available here.
 QJ0349
 QJ0349.Click photographs - Photos may exist for this station.
 QJ0349
 QJ0349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0349
 QJ0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0349
 QJ0349.The ellipsoidal height was determined by GPS observations
 QJ0349.and is referenced to NAD 83.
 QJ0349
 QJ0349. The following values were computed from the NAD 83(1994) position.
 QJ0349
 QJ0349;                    North         East     Units Scale Factor Converg.
 QJ0349;SPC MI N     -   135,319.923 8,239,455.166   MT  0.99991898   +2 14 00.2
 QJ0349;SPC MI N     -   443,963.00 27,032,333.22   iFT  0.99991898   +2 14 00.2
 QJ0349;UTM  17      - 5,093,594.157   274,504.410   MT  1.00022515   -2 05 33.9
 QJ0349
 QJ0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0349!SPC MI N     -   0.99997787  x   0.99991898  =   0.99989686
 QJ0349!UTM  17      -   0.99997787  x   1.00022515  =   1.00020302
 QJ0349
 QJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7450493594(NAD 83)
 QJ0349
 QJ0349                          SUPERSEDED SURVEY CONTROL
 QJ0349
 QJ0349  NAD 83(1986)-  45 57 31.86445(N)    083 54 36.16612(W) AD(       ) 1
 QJ0349  NGVD 29 (05/22/90)  177.9    (m)  RAPSU86  model used  GPS OBS        
 QJ0349
 QJ0349.Superseded values are not recommended for survey control.
 QJ0349
 QJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0349.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0349
 QJ0349_MARKER: DS = TRIANGULATION STATION DISK
 QJ0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0349+WITH SETTING: INFORMATION.
 QJ0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0349+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0349
 QJ0349  HISTORY     - Date     Condition        Report By
 QJ0349  HISTORY     - 1988     MONUMENTED       USACE
 QJ0349
 QJ0349                          STATION DESCRIPTION
 QJ0349
 QJ0349'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0349'THE STATION IS LOCATED ABOUT 68.6 KM (42.6 MI) SOUTH-SOUTHEAST OF
 QJ0349'SAULT STE MARIE
 QJ0349'61.5 KM (38.2 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0349'4.2 KM (2.6 MI) SOUTH OF DETOUR VILLAGE
 QJ0349'IN GOVT LOT 3, SEC 10, T41N-R4E.
 QJ0349'OWNERSHIP--NICHOLAS S. NOLES
 QJ0349'
 QJ0349'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0349'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT
 QJ0349'LAUNCH, TRAVEL BY BOAT DOWNRIVER APPROXIMATELY 10 MINUTES
 QJ0349'TO POINT DETOUR AND THE STATION.
 QJ0349'
 QJ0349'THE STATION IS A STANDARD COE DISK
 QJ0349'STAMPED---UDP+267---,
 QJ0349'SET INTO A BELOW GRADE COVERED CASING AND ATTACHED TO AN ALUMINUM
 QJ0349'ROD DRIVEN 3.7 METERS (12 FT) TO THE POINT OF REFUSAL, LOCATED
 QJ0349'396 METERS (1300 FT) UP THE SHORELINE FROM THE OLD LIGHTHOUSE AT
 QJ0349'POINT DETOUR.
 QJ0349'
 QJ0349'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0362 ***********************************************************************
 NE0362  DESIGNATION -  27 1/2
 NE0362  PID         -  NE0362
 NE0362  STATE/COUNTY-  MI/OAKLAND
 NE0362  COUNTRY     -  US
 NE0362  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0362
 NE0362                         *CURRENT SURVEY CONTROL
 NE0362  ______________________________________________________________________
 NE0362* NAD 83(1986) POSITION- 42 39 03.     (N) 083 18 51.     (W)   SCALED
 NE0362* NAVD 88 ORTHO HEIGHT -   285.029 (meters)      935.13  (feet) ADJUSTED
 NE0362  ______________________________________________________________________
 NE0362  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 NE0362  DYNAMIC HEIGHT  -        284.944 (meters)      934.85  (feet) COMP
 NE0362  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 NE0362
 NE0362  VERT ORDER      -  SECOND    CLASS 0
 NE0362
 NE0362.The horizontal coordinates were scaled from a map and have
 NE0362.an estimated accuracy of +/- 6 seconds.
 NE0362
 NE0362.The orthometric height was determined by differential leveling and
 NE0362.adjusted by the NATIONAL GEODETIC SURVEY
 NE0362.in June 1991.
 NE0362
 NE0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0362.GEOID18 height accuracy estimate available here.
 NE0362
 NE0362.Click photographs - Photos may exist for this station.
 NE0362
 NE0362.The dynamic height is computed by dividing the NAVD 88
 NE0362.geopotential number by the normal gravity value computed on the
 NE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0362.degrees latitude (g = 980.6199 gals.).
 NE0362
 NE0362.The modeled gravity was interpolated from observed gravity values.
 NE0362
 NE0362;                    North         East    Units  Estimated Accuracy
 NE0362;SPC MI S     -   128,370.    4,086,300.      MT  (+/- 180 meters Scaled)
 NE0362
 NE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH103246(NAD 83)
 NE0362
 NE0362                          SUPERSEDED SURVEY CONTROL
 NE0362
 NE0362  NGVD 29 (??/??/92)  285.146  (m)          935.52   (f) ADJ UNCH    2 0
 NE0362
 NE0362.Superseded values are not recommended for survey control.
 NE0362
 NE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0362.See file dsdata.pdf to determine how the superseded data were derived.
 NE0362
 NE0362_MARKER: B = BOLT
 NE0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0362_STAMPING: 27-1/2
 NE0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0362+STABILITY: SURFACE MOTION
 NE0362
 NE0362  HISTORY     - Date     Condition        Report By
 NE0362  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0362  HISTORY     - 1938     GOOD             CGS
 NE0362  HISTORY     - 20060308 MARK NOT FOUND   INDIV
 NE0362
 NE0362                          STATION DESCRIPTION
 NE0362
 NE0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0362'1.2 MI NW FROM PONTIAC.
 NE0362'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0362'THE STATION AT PONTIAC, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0362'MILEPOST D 27, 0.3 MILE NORTHWEST OF A ROAD CROSSING, 37.9 FEET
 NE0362'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 1.1 FEET
 NE0362'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 7 FEET LOWER
 NE0362'THAN THE RAIL.  A COPPER BOLT, STAMPED 27-1/2 AND SET IN THE
 NE0362'TOP OF A CONCRETE POST.
 NE0362
 NE0362                          STATION RECOVERY (2006)
 NE0362
 NE0362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0955 ***********************************************************************
 NF0955  DESIGNATION -  27 A
 NF0955  PID         -  NF0955
 NF0955  STATE/COUNTY-  MI/ALLEGAN
 NF0955  COUNTRY     -  US
 NF0955  USGS QUAD   -  MARTIN (2017)
 NF0955
 NF0955                         *CURRENT SURVEY CONTROL
 NF0955  ______________________________________________________________________
 NF0955* NAD 83(1986) POSITION- 42 32 13.     (N) 085 40 56.     (W)   SCALED
 NF0955* NAVD 88 ORTHO HEIGHT -   255.151 (meters)      837.11  (feet) ADJUSTED
 NF0955  ______________________________________________________________________
 NF0955  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 NF0955  DYNAMIC HEIGHT  -        255.079 (meters)      836.87  (feet) COMP
 NF0955  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 NF0955
 NF0955  VERT ORDER      -  SECOND    CLASS 0
 NF0955
 NF0955.The horizontal coordinates were scaled from a map and have
 NF0955.an estimated accuracy of +/- 6 seconds.
 NF0955
 NF0955.The orthometric height was determined by differential leveling and
 NF0955.adjusted by the NATIONAL GEODETIC SURVEY
 NF0955.in June 1991.
 NF0955
 NF0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0955.GEOID18 height accuracy estimate available here.
 NF0955
 NF0955.Click photographs - Photos may exist for this station.
 NF0955
 NF0955.The dynamic height is computed by dividing the NAVD 88
 NF0955.geopotential number by the normal gravity value computed on the
 NF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0955.degrees latitude (g = 980.6199 gals.).
 NF0955
 NF0955.The modeled gravity was interpolated from observed gravity values.
 NF0955
 NF0955;                    North         East    Units  Estimated Accuracy
 NF0955;SPC MI S     -   116,030.    3,891,940.      MT  (+/- 180 meters Scaled)
 NF0955
 NF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN082102(NAD 83)
 NF0955
 NF0955                          SUPERSEDED SURVEY CONTROL
 NF0955
 NF0955  NGVD 29 (??/??/92)  255.281  (m)          837.53   (f) ADJ UNCH    2 0
 NF0955
 NF0955.Superseded values are not recommended for survey control.
 NF0955
 NF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0955.See file dsdata.pdf to determine how the superseded data were derived.
 NF0955
 NF0955_MARKER: DD = SURVEY DISK
 NF0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0955_STAMPING: MICH 27 A 1929
 NF0955_MARK LOGO: USGS
 NF0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0955+STABILITY: SURFACE MOTION
 NF0955
 NF0955  HISTORY     - Date     Condition        Report By
 NF0955  HISTORY     - 1929     MONUMENTED       USGS
 NF0955  HISTORY     - 1948     GOOD             CGS
 NF0955  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0955
 NF0955                          STATION DESCRIPTION
 NF0955
 NF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0955'2.4 MI W FROM MARTIN.
 NF0955'2.4 MILES WEST ALONG STATE HIGHWAY 118 FROM THE JUNCTION OF U.S.
 NF0955'HIGHWAY 131 AT MARTIN, ABOUT 1.05 MILES EAST OF WATSON CROSSROADS,
 NF0955'AT A TURN IN THE HIGHWAY WITH TANGENTS LEADING SOUTH AND WEST AND
 NF0955'THE JUNCTION OF A ROAD LEADING NORTH, 22 FEET EAST OF THE CENTER
 NF0955'LINE OF THE SOUTH TANGENT OF THE HIGHWAY, ABOUT IN LINE WITH THE
 NF0955'WEST TANGENT OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF AN ANGLE IRON
 NF0955'FENCE CORNER POST, 2.5 FEET NORTH-NORTHWEST OF A 14-INCH ELM TREE,
 NF0955'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NF0955'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NF0955
 NF0955                          STATION RECOVERY (1997)
 NF0955
 NF0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0955'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0149 ***********************************************************************
 RK0149  DESIGNATION -  27 A
 RK0149  PID         -  RK0149
 RK0149  STATE/COUNTY-  MI/MARQUETTE
 RK0149  COUNTRY     -  US
 RK0149  USGS QUAD   -  GWINN (2017)
 RK0149
 RK0149                         *CURRENT SURVEY CONTROL
 RK0149  ______________________________________________________________________
 RK0149* NAD 83(1994) POSITION- 46 16 38.82769(N) 087 23 44.88564(W)   ADJUSTED
 RK0149* NAVD 88 ORTHO HEIGHT -   342.31  (+/-2cm)     1123.1   (feet) VERTCON3
 RK0149  ______________________________________________________________________
 RK0149  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 RK0149  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 RK0149  HORZ ORDER      -  SECOND
 RK0149  VERT ORDER      -  THIRD ? (See Below)
 RK0149
 RK0149.The horizontal coordinates were established by classical geodetic methods
 RK0149.and adjusted by the National Geodetic Survey in February 1997.
 RK0149
 RK0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0149
 RK0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0149.GEOID18 height accuracy estimate available here.
 RK0149
 RK0149.The vertical order pertains to the NGVD 29 superseded value.
 RK0149
 RK0149.Click photographs - Photos may exist for this station.
 RK0149
 RK0149.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0149
 RK0149. The following values were computed from the NAD 83(1994) position.
 RK0149
 RK0149;                    North         East     Units Scale Factor Converg.
 RK0149;SPC MI N     -   166,138.509 7,969,496.604   MT  0.99990284   -0 17 09.9
 RK0149;SPC MI N     -   545,073.85 26,146,642.40   iFT  0.99990284   -0 17 09.9
 RK0149;UTM  16      - 5,124,951.199   469,505.726   MT  0.99961143   -0 17 09.8
 RK0149
 RK0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0149!SPC MI N     -   0.99995174  x   0.99990284  =   0.99985458
 RK0149!UTM  16      -   0.99995174  x   0.99961143  =   0.99956319
 RK0149
 RK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6950524951(NAD 83)
 RK0149
 RK0149                          SUPERSEDED SURVEY CONTROL
 RK0149
 RK0149  NAD 83(1986)-  46 16 38.82212(N)    087 23 44.88255(W) AD(       ) 2
 RK0149  NAD 27      -  46 16 39.02000(N)    087 23 44.38300(W) AD(       ) 2
 RK0149  NGVD 29             342.17   (m)         1122.6    (f) LEVELING    3  
 RK0149
 RK0149.Superseded values are not recommended for survey control.
 RK0149
 RK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0149.See file dsdata.pdf to determine how the superseded data were derived.
 RK0149
 RK0149_MARKER: DD = SURVEY DISK
 RK0149_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0149_STAMPING: 1934 27-A
 RK0149_MARK LOGO: CGS+SS
 RK0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0149
 RK0149  HISTORY     - Date     Condition        Report By
 RK0149  HISTORY     - 1934     MONUMENTED       MIGS
 RK0149  HISTORY     - 1955     GOOD             CGS
 RK0149  HISTORY     - 1955     GOOD             CGS
 RK0149  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 RK0149
 RK0149                          STATION DESCRIPTION
 RK0149
 RK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0149'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF
 RK0149'STATE HIGHWAY 35 AND MARQUETTE COUNTY HIGHWAY 553 WHICH IS
 RK0149'APPROXIMATELY 3 MILES WEST OF LITTLE LAKES AND 2 MILES EAST OF
 RK0149'GWINN.  IT IS IN SECTION 23, T.45N., R.25W., ON OR NEAR THE
 RK0149'RIGHT-OF-WAY OF THE LAKE SUPERIOR AND ISHPEMING RAILROAD.
 RK0149'
 RK0149'A MICHIGAN GEODETIC SURVEY DISK STAMPED 1934 27 A IS SET IN A
 RK0149'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES, IS 19 FEET NORTH OF THE
 RK0149'NORTH RAIL OF THE RAILROAD TRACKS, 8 FEET WEST OF A TELEPHONE POLE
 RK0149'AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  THIS MARK WAS USED
 RK0149'AS THE SECOND REFERENCE MARK.
 RK0149'
 RK0149'HEIGHT OF LIGHT ABOVE MARK 23 METERS.
 RK0149
 RK0149                          STATION RECOVERY (1955)
 RK0149
 RK0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 RK0149'2 MI E FROM GWINN.
 RK0149'2 MILES EAST ALONG THE LAKE SUPERIOR AND ISHPEMING RAILROAD
 RK0149'FROM GWINN, MARQUETTE COUNTY, NORTH OF THE MAIN TRACK, 69 FEET
 RK0149'WEST OF A SWITCH POINT, 65.5 FEET NORTHWEST OF A
 RK0149'POWER-TRANSMISSION LINE POLE, 8.5 FEET SOUTHWEST OF POLE 29,
 RK0149'AND IN LINE WITH THE ROW OF POLES, 250 FEET WEST OF T ROAD
 RK0149'NORTH 30 FEET NORTH OF RAILROAD.  A STATE SURVEY STANDARD DISK,
 RK0149'STAMPED 27 A 1934 AND SET IN THE TOP OF A CONCRETE POST
 RK0149'PROJECTING 6 INCHES ABOVE GROUND.
 RK0149
 RK0149                          STATION RECOVERY (1995)
 RK0149
 RK0149'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0187 ***********************************************************************
 RK0187  DESIGNATION -  27 X
 RK0187  PID         -  RK0187
 RK0187  STATE/COUNTY-  MI/MARQUETTE
 RK0187  COUNTRY     -  US
 RK0187  USGS QUAD   -  ARNOLD (2017)
 RK0187
 RK0187                         *CURRENT SURVEY CONTROL
 RK0187  ______________________________________________________________________
 RK0187* NAD 83(1994) POSITION- 46 00 25.65007(N) 087 23 26.77015(W)   ADJUSTED
 RK0187* NAVD 88 ORTHO HEIGHT -   307.42  (+/-2cm)     1008.6   (feet) VERTCON3
 RK0187  ______________________________________________________________________
 RK0187  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 RK0187  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 RK0187  HORZ ORDER      -  SECOND
 RK0187  VERT ORDER      -  THIRD ? (See Below)
 RK0187
 RK0187.The horizontal coordinates were established by classical geodetic methods
 RK0187.and adjusted by the National Geodetic Survey in February 1997.
 RK0187
 RK0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0187
 RK0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0187.GEOID18 height accuracy estimate available here.
 RK0187
 RK0187.The vertical order pertains to the NGVD 29 superseded value.
 RK0187
 RK0187.Click photographs - Photos may exist for this station.
 RK0187
 RK0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0187
 RK0187. The following values were computed from the NAD 83(1994) position.
 RK0187
 RK0187;                    North         East     Units Scale Factor Converg.
 RK0187;SPC MI N     -   136,091.782 7,969,736.301   MT  0.99991456   -0 16 56.8
 RK0187;SPC MI N     -   446,495.35 26,147,428.81   iFT  0.99991456   -0 16 56.8
 RK0187;UTM  16      - 5,094,913.355   469,745.706   MT  0.99961125   -0 16 52.1
 RK0187
 RK0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0187!SPC MI N     -   0.99995724  x   0.99991456  =   0.99987181
 RK0187!UTM  16      -   0.99995724  x   0.99961125  =   0.99956851
 RK0187
 RK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6974594913(NAD 83)
 RK0187
 RK0187                          SUPERSEDED SURVEY CONTROL
 RK0187
 RK0187  NAD 83(1986)-  46 00 25.64702(N)    087 23 26.76698(W) AD(       ) 2
 RK0187  NAD 27      -  46 00 25.80400(N)    087 23 26.28500(W) AD(       ) 2
 RK0187  NGVD 29             307.40   (m)         1008.5    (f) LEVELING    3  
 RK0187
 RK0187.Superseded values are not recommended for survey control.
 RK0187
 RK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0187.See file dsdata.pdf to determine how the superseded data were derived.
 RK0187
 RK0187_MARKER: DD = SURVEY DISK
 RK0187_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0187_STAMPING: 27 X 1934
 RK0187_MARK LOGO: CGS+SS
 RK0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0187
 RK0187  HISTORY     - Date     Condition        Report By
 RK0187  HISTORY     - 1934     MONUMENTED       MIGS
 RK0187  HISTORY     - 1954     GOOD             MIGS
 RK0187
 RK0187                          STATION DESCRIPTION
 RK0187
 RK0187'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 RK0187'1.5 MI SE FROM MIETTE.
 RK0187'1.5 MILES SOUTHEAST ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD
 RK0187'FROM WATSON, MARQUETTE COUNTY, 118 FEET SOUTHWEST OF THE CENTERLINE
 RK0187'OF THE TRACK, AT MIETTE, UNDER THE FIRE TOWER, AT THE NORTH AND
 RK0187'SOUTH CENTERLINE, AND 1 FOOT SOUTH OF THE EAST AND WEST
 RK0187'CENTERLINE.  A STATE SURVEY STANDARD DISK, STAMPED 27 X 1934
 RK0187'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RK0187'GROUND.
 RK0187
 RK0187                          STATION RECOVERY (1954)
 RK0187
 RK0187'RECOVERY NOTE BY MICHIGAN GEODETIC SURVEY 1954 (DAJ)
 RK0187'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF THE SMALL VILLAGE OF
 RK0187'CORNELL AND 1 MILE SOUTHEAST OF THE SMALL VILLAGE OF WATSON.
 RK0187'STATION IS SET AT THE SOUTH EDGE OF A GROUP OF SMALL PINE TREES, 25
 RK0187'FEET NORTHWEST OF A WITNESS POST, 40-1/2 FEET NORTH OF AN 18
 RK0187'INCH SPRUCE TREE, AND IN THE APPROXIMATE CENTER OF FOUR STEEL LEGS
 RK0187'APPARENTLY USED AS BASE FOR LOOKOUT TOWER.
 RK0187'
 RK0187'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WATSON, AND
 RK0187'THE DISTANCE IS 4.200 METERS OR 13.78 FEET.
 RK0187'
 RK0187'TO REACH FROM THE POST OFFICE IN CORNELL, GO NORTH FOR 0.1 MILE TO
 RK0187'FORKS.  KEEP LEFT FORK ON COUNTY ROAD NO. 426 FOR 8.6 MILES TO
 RK0187'RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE NORTHWESTERLY FOR 2.7
 RK0187'MILES TO FARM BUILDINGS ON RIGHT.  TURN LEFT ON TRACK ROAD, CROSS
 RK0187'RAILROAD TRACKS AND CONTINUE 0.1 MILE TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0382 ***********************************************************************
 OJ0382  DESIGNATION -  271 1/2
 OJ0382  PID         -  OJ0382
 OJ0382  STATE/COUNTY-  MI/GENESEE
 OJ0382  COUNTRY     -  US
 OJ0382  USGS QUAD   -  FLINT NORTH (2017)
 OJ0382
 OJ0382                         *CURRENT SURVEY CONTROL
 OJ0382  ______________________________________________________________________
 OJ0382* NAD 83(1986) POSITION- 43 00 51.     (N) 083 39 17.     (W)   SCALED
 OJ0382* NAVD 88 ORTHO HEIGHT -   229.235 (meters)      752.08  (feet) ADJUSTED
 OJ0382  ______________________________________________________________________
 OJ0382  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 OJ0382  DYNAMIC HEIGHT  -        229.175 (meters)      751.89  (feet) COMP
 OJ0382  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 OJ0382
 OJ0382  VERT ORDER      -  SECOND    CLASS 0
 OJ0382
 OJ0382.The horizontal coordinates were scaled from a map and have
 OJ0382.an estimated accuracy of +/- 6 seconds.
 OJ0382
 OJ0382.The orthometric height was determined by differential leveling and
 OJ0382.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0382.in June 1991.
 OJ0382
 OJ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0382.GEOID18 height accuracy estimate available here.
 OJ0382
 OJ0382.Click photographs - Photos may exist for this station.
 OJ0382
 OJ0382.The dynamic height is computed by dividing the NAVD 88
 OJ0382.geopotential number by the normal gravity value computed on the
 OJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0382.degrees latitude (g = 980.6199 gals.).
 OJ0382
 OJ0382.The modeled gravity was interpolated from observed gravity values.
 OJ0382
 OJ0382;                    North         East    Units  Estimated Accuracy
 OJ0382;SPC MI S     -   168,440.    4,058,030.      MT  (+/- 180 meters Scaled)
 OJ0382
 OJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH836658(NAD 83)
 OJ0382
 OJ0382                          SUPERSEDED SURVEY CONTROL
 OJ0382
 OJ0382  NGVD 29 (??/??/92)  229.387  (m)          752.58   (f) ADJ UNCH    2 0
 OJ0382
 OJ0382.Superseded values are not recommended for survey control.
 OJ0382
 OJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0382.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0382
 OJ0382_MARKER: B = BOLT
 OJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0382_STAMPING: 271-1/2
 OJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0382+STABILITY: SURFACE MOTION
 OJ0382
 OJ0382  HISTORY     - Date     Condition        Report By
 OJ0382  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0382  HISTORY     - 1934     GOOD             CGS
 OJ0382  HISTORY     - 1967     MARK NOT FOUND   USGS
 OJ0382  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 OJ0382
 OJ0382                          STATION DESCRIPTION
 OJ0382
 OJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0382'1.5 MI E FROM FLINT.
 OJ0382'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0382'STATION AT FLINT, GENESEE COUNTY, 515 YARDS WEST OF THE CROSSING
 OJ0382'OF THE CHESAPEAKE AND OHIO RAILWAY, 20 YARDS WEST OF THE WEST
 OJ0382'CURB OF STATE HIGHWAY 10, 42 FEET NORTH OF THE NORTH RAIL OF THE
 OJ0382'NORTH TRACK, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 OJ0382'BOLT, STAMPED 271-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0382
 OJ0382                          STATION RECOVERY (1967)
 OJ0382
 OJ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OJ0382'MARK NOT FOUND.
 OJ0382
 OJ0382                          STATION RECOVERY (2005)
 OJ0382
 OJ0382'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1798 ***********************************************************************
 DP1798  DESIGNATION -  27600
 DP1798  PID         -  DP1798
 DP1798  STATE/COUNTY-  MI/GOGEBIC
 DP1798  COUNTRY     -  US
 DP1798  USGS QUAD   -  CHANEY LAKE (2017)
 DP1798
 DP1798                         *CURRENT SURVEY CONTROL
 DP1798  ______________________________________________________________________
 DP1798* NAD 83(1986) POSITION- 46 18 45.4    (N) 089 55 19.2    (W)   HD_HELD2
 DP1798* NAVD 88 ORTHO HEIGHT -   510.380 (meters)     1674.47  (feet) ADJUSTED
 DP1798  ______________________________________________________________________
 DP1798  GEOID HEIGHT    -        -30.893 (meters)                     GEOID18
 DP1798  DYNAMIC HEIGHT  -        510.374 (meters)     1674.45  (feet) COMP
 DP1798  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DP1798
 DP1798  VERT ORDER      -  SECOND    CLASS I
 DP1798
 DP1798.The horizontal coordinates were established by autonomous hand held GPS
 DP1798.observations and have an estimated accuracy of +/- 10 meters.
 DP1798
 DP1798.The orthometric height was determined by differential leveling and
 DP1798.adjusted by the NATIONAL GEODETIC SURVEY
 DP1798.in February 2017.
 DP1798
 DP1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1798.GEOID18 height accuracy estimate available here.
 DP1798
 DP1798.Click photographs - Photos may exist for this station.
 DP1798
 DP1798.The dynamic height is computed by dividing the NAVD 88
 DP1798.geopotential number by the normal gravity value computed on the
 DP1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1798.degrees latitude (g = 980.6199 gals.).
 DP1798
 DP1798.The modeled gravity was interpolated from observed gravity values.
 DP1798
 DP1798;                    North         East    Units  Estimated Accuracy
 DP1798;SPC MI N     -   174,117.    7,775,003.      MT  (+/- 10 meters HH2 GPS)
 DP1798
 DP1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7502432931(NAD 83)
 DP1798
 DP1798                          SUPERSEDED SURVEY CONTROL
 DP1798
 DP1798  NAVD 88 (03/19/14)  510.414  (m)         1674.58   (f) SUPERSEDED  2 1
 DP1798
 DP1798.Superseded values are not recommended for survey control.
 DP1798
 DP1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1798.See file dsdata.pdf to determine how the superseded data were derived.
 DP1798
 DP1798_MARKER: DD = SURVEY DISK
 DP1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1798_STAMPING: 27600 2012
 DP1798_MARK LOGO: MIDT
 DP1798_PROJECTION: FLUSH
 DP1798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1798+STABILITY: SURFACE MOTION
 DP1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1798+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DP1798
 DP1798  HISTORY     - Date     Condition        Report By
 DP1798  HISTORY     - 2012     MONUMENTED       WIDT
 DP1798  HISTORY     - 20130823 GOOD             WIDT
 DP1798  HISTORY     - 20180815 GOOD             WIDT
 DP1798
 DP1798                          STATION DESCRIPTION
 DP1798
 DP1798'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1798'THE STATION IS LOCATED APPROXIMATELY 12.2 MI (19.6 KM) NORTHEAST OF
 DP1798'MERCER WISCONSIN, 11.3 MI (18.2 KM) SOUTH OF WAKEFIELD AND 10.3 MI
 DP1798'(16.6 KM) NORTHWEST OF PRESQUE ISLE WISCONSIN.
 DP1798'
 DP1798'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 519 WITH COUNTY
 DP1798'HIGHWAY G, LOCATED APPROXIMATELY 12.1 MI (19.5 KM) SOUTH OF THE CITY
 DP1798'OF WAKEFIELD, GO NORTH ON COUNTY ROAD 519 FOR 0.85 MI (1.4 KM) TO THE
 DP1798'STATION ON THE RIGHT.
 DP1798'
 DP1798'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1798'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1798'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2 M
 DP1798'(0.7 FT) HIGHER THAN THE ROAD PAVEMENT.  THE STATION IS 11.3 M (37.1
 DP1798'FT) EAST OF THE CENTERLINE OF COUNTY ROAD 519, 8.8 M (28.9 FT) NORTH
 DP1798'OF THE CENTERLINE OF THE ROAD TO THE -SHORES OF CHANEY LAKE-
 DP1798'SUBDIVISION, 10.3 M (33.8 FT) SOUTHEAST OF A UTILITY PEDESTAL -9510 B-
 DP1798'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1798'WITNESS POSTS.
 DP1798'
 DP1798'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTHEAST
 DP1798'EXTENDING TO 70 DEGREES ABOVE THE HORIZON, A TREE LINE TO THE WEST
 DP1798'EXTENDING TO 45 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH
 DP1798'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DP1798
 DP1798                          STATION RECOVERY (2018)
 DP1798
 DP1798'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1798'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1799 ***********************************************************************
 DP1799  DESIGNATION -  27601
 DP1799  PID         -  DP1799
 DP1799  STATE/COUNTY-  MI/GOGEBIC
 DP1799  COUNTRY     -  US
 DP1799  USGS QUAD   -  CHANEY LAKE (2017)
 DP1799
 DP1799                         *CURRENT SURVEY CONTROL
 DP1799  ______________________________________________________________________
 DP1799* NAD 83(1986) POSITION- 46 21 30.4    (N) 089 56 12.3    (W)   HD_HELD2
 DP1799* NAVD 88 ORTHO HEIGHT -   511.537 (meters)     1678.27  (feet) ADJUSTED
 DP1799  ______________________________________________________________________
 DP1799  GEOID HEIGHT    -        -30.931 (meters)                     GEOID18
 DP1799  DYNAMIC HEIGHT  -        511.531 (meters)     1678.25  (feet) COMP
 DP1799  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DP1799
 DP1799  VERT ORDER      -  SECOND    CLASS I
 DP1799
 DP1799.The horizontal coordinates were established by autonomous hand held GPS
 DP1799.observations and have an estimated accuracy of +/- 10 meters.
 DP1799
 DP1799.The orthometric height was determined by differential leveling and
 DP1799.adjusted by the NATIONAL GEODETIC SURVEY
 DP1799.in February 2017.
 DP1799
 DP1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1799.GEOID18 height accuracy estimate available here.
 DP1799
 DP1799.Click photographs - Photos may exist for this station.
 DP1799
 DP1799.The dynamic height is computed by dividing the NAVD 88
 DP1799.geopotential number by the normal gravity value computed on the
 DP1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1799.degrees latitude (g = 980.6199 gals.).
 DP1799
 DP1799.The modeled gravity was interpolated from observed gravity values.
 DP1799
 DP1799;                    North         East    Units  Estimated Accuracy
 DP1799;SPC MI N     -   179,250.    7,774,057.      MT  (+/- 10 meters HH2 GPS)
 DP1799
 DP1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7407838066(NAD 83)
 DP1799
 DP1799                          SUPERSEDED SURVEY CONTROL
 DP1799
 DP1799  NAVD 88 (03/19/14)  511.576  (m)         1678.40   (f) SUPERSEDED  2 1
 DP1799
 DP1799.Superseded values are not recommended for survey control.
 DP1799
 DP1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1799.See file dsdata.pdf to determine how the superseded data were derived.
 DP1799
 DP1799_MARKER: DD = SURVEY DISK
 DP1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1799_STAMPING: 27601 2012
 DP1799_MARK LOGO: MIDT
 DP1799_PROJECTION: FLUSH
 DP1799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1799+STABILITY: SURFACE MOTION
 DP1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1799+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DP1799
 DP1799  HISTORY     - Date     Condition        Report By
 DP1799  HISTORY     - 2012     MONUMENTED       MIDT
 DP1799  HISTORY     - 20130823 GOOD             WIDT
 DP1799  HISTORY     - 20180813 GOOD             WIDT
 DP1799
 DP1799                          STATION DESCRIPTION
 DP1799
 DP1799'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1799'THE STATION IS LOCATED APPROXIMATELY 12.6 MI (20.3 KM) NORTHWEST OF
 DP1799'PRESQUE ISLE WISCONSIN, 11.5 MI (18.5 KM) WEST-SOUTHWEST OF MARENISCO
 DP1799'AND 8.0 MI (12.9 KM) SOUTH OF WAKEFIELD.
 DP1799'
 DP1799'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 519 WITH COUNTY
 DP1799'HIGHWAY G, LOCATED APPROXIMATELY 12.1 MI (19.5 KM) SOUTH OF THE CITY
 DP1799'OF WAKEFIELD, GO NORTH ON COUNTY ROAD 519 FOR 4.2 MI (6.8 KM) TO
 DP1799'MOSINEE GRADE ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DP1799'
 DP1799'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1799'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1799'DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY 0.2 M
 DP1799'(0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0
 DP1799'FT) WEST OF THE CENTERLINE OF COUNTY ROAD 519, 10.4 M (34.1 FT) NORTH
 DP1799'OF THE CENTERLINE OF MOSINEE GRADE ROAD, 21.9 M (71.9 FT) NORTHEAST OF
 DP1799'A SIGN -GOGEBIC CO FOREST MOSINEE GRADE TRACT- AND LOCATED IN THE
 DP1799'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1799'
 DP1799'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST AND A TREE
 DP1799'LINE TO THE NORTH EXTENDING TO 55 DEGREES ABOVE THE HORIZON, A PINE
 DP1799'TREE TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A TREE
 DP1799'LINE TO THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DP1799
 DP1799                          STATION RECOVERY (2018)
 DP1799
 DP1799'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1799'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1800 ***********************************************************************
 DP1800  DESIGNATION -  27602
 DP1800  PID         -  DP1800
 DP1800  STATE/COUNTY-  MI/GOGEBIC
 DP1800  COUNTRY     -  US
 DP1800  USGS QUAD   -  WAKEFIELD (2017)
 DP1800
 DP1800                         *CURRENT SURVEY CONTROL
 DP1800  ______________________________________________________________________
 DP1800* NAD 83(1986) POSITION- 46 23 13.7    (N) 089 56 30.9    (W)   HD_HELD2
 DP1800* NAVD 88 ORTHO HEIGHT -   482.970 (meters)     1584.54  (feet) ADJUSTED
 DP1800  ______________________________________________________________________
 DP1800  GEOID HEIGHT    -        -30.932 (meters)                     GEOID18
 DP1800  DYNAMIC HEIGHT  -        482.966 (meters)     1584.53  (feet) COMP
 DP1800  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 DP1800
 DP1800  VERT ORDER      -  SECOND    CLASS I
 DP1800
 DP1800.The horizontal coordinates were established by autonomous hand held GPS
 DP1800.observations and have an estimated accuracy of +/- 10 meters.
 DP1800
 DP1800.The orthometric height was determined by differential leveling and
 DP1800.adjusted by the NATIONAL GEODETIC SURVEY
 DP1800.in February 2017.
 DP1800
 DP1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1800.GEOID18 height accuracy estimate available here.
 DP1800
 DP1800.Click photographs - Photos may exist for this station.
 DP1800
 DP1800.The dynamic height is computed by dividing the NAVD 88
 DP1800.geopotential number by the normal gravity value computed on the
 DP1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1800.degrees latitude (g = 980.6199 gals.).
 DP1800
 DP1800.The modeled gravity was interpolated from observed gravity values.
 DP1800
 DP1800;                    North         East    Units  Estimated Accuracy
 DP1800;SPC MI N     -   182,452.    7,773,778.      MT  (+/- 10 meters HH2 GPS)
 DP1800
 DP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7379941269(NAD 83)
 DP1800
 DP1800                          SUPERSEDED SURVEY CONTROL
 DP1800
 DP1800  NAVD 88 (03/19/14)  483.014  (m)         1584.69   (f) SUPERSEDED  2 1
 DP1800
 DP1800.Superseded values are not recommended for survey control.
 DP1800
 DP1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1800.See file dsdata.pdf to determine how the superseded data were derived.
 DP1800
 DP1800_MARKER: DD = SURVEY DISK
 DP1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1800_STAMPING: 27602 2012
 DP1800_MARK LOGO: MIDT
 DP1800_PROJECTION: FLUSH
 DP1800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1800+STABILITY: SURFACE MOTION
 DP1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1800+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DP1800
 DP1800  HISTORY     - Date     Condition        Report By
 DP1800  HISTORY     - 2012     MONUMENTED       MIDT
 DP1800  HISTORY     - 20130826 GOOD             WIDT
 DP1800  HISTORY     - 20180813 GOOD             WIDT
 DP1800
 DP1800                          STATION DESCRIPTION
 DP1800
 DP1800'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1800'THE STATION IS LOCATED APPROXIMATELY 16.4 MI (26.4 KM) NORTH-NORTHEAST
 DP1800'OF MERCER WISCONSIN, 11.8 MI (19.0 KM) WEST OF MARENISCO AND 6.2 MI
 DP1800'(10.0 KM) SOUTH OF WAKEFIELD.
 DP1800'
 DP1800'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 519 WITH COUNTY
 DP1800'HIGHWAY G, LOCATED APPROXIMATELY 12.1 MI (19.5 KM) SOUTH OF THE CITY
 DP1800'OF WAKEFIELD, GO NORTH ON COUNTY ROAD 519 FOR 4.2 MI (6.8 KM) TO
 DP1800'MOSINEE GRADE ROAD RIGHT AND LEFT.  CONTINUE NORTH ON COUNTY ROAD 519
 DP1800'FOR 2.05 MI (3.3 KM) TO THE STATION ON THE LEFT.
 DP1800'
 DP1800'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1800'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1800'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2 M
 DP1800'(0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0
 DP1800'FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 519, 137 M (449.5 FT)
 DP1800'SOUTH OF A LOGGING ROAD AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP1800'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1800'
 DP1800'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST EXTENDING
 DP1800'TO 50 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE EAST EXTENDING
 DP1800'TO 40 DEGREES ABOVE THE HORIZON.
 DP1800
 DP1800                          STATION RECOVERY (2018)
 DP1800
 DP1800'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1800'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1801 ***********************************************************************
 DP1801  DESIGNATION -  27603
 DP1801  PID         -  DP1801
 DP1801  STATE/COUNTY-  MI/GOGEBIC
 DP1801  COUNTRY     -  US
 DP1801  USGS QUAD   -  WAKEFIELD (2017)
 DP1801
 DP1801                         *CURRENT SURVEY CONTROL
 DP1801  ______________________________________________________________________
 DP1801* NAD 83(1986) POSITION- 46 24 54.8    (N) 089 56 57.5    (W)   HD_HELD2
 DP1801* NAVD 88 ORTHO HEIGHT -   486.424 (meters)     1595.88  (feet) ADJUSTED
 DP1801  ______________________________________________________________________
 DP1801  GEOID HEIGHT    -        -30.897 (meters)                     GEOID18
 DP1801  DYNAMIC HEIGHT  -        486.424 (meters)     1595.88  (feet) COMP
 DP1801  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 DP1801
 DP1801  VERT ORDER      -  SECOND    CLASS I
 DP1801
 DP1801.The horizontal coordinates were established by autonomous hand held GPS
 DP1801.observations and have an estimated accuracy of +/- 10 meters.
 DP1801
 DP1801.The orthometric height was determined by differential leveling and
 DP1801.adjusted by the NATIONAL GEODETIC SURVEY
 DP1801.in February 2017.
 DP1801
 DP1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1801.GEOID18 height accuracy estimate available here.
 DP1801
 DP1801.Click photographs - Photos may exist for this station.
 DP1801
 DP1801.The dynamic height is computed by dividing the NAVD 88
 DP1801.geopotential number by the normal gravity value computed on the
 DP1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1801.degrees latitude (g = 980.6199 gals.).
 DP1801
 DP1801.The modeled gravity was interpolated from observed gravity values.
 DP1801
 DP1801;                    North         East    Units  Estimated Accuracy
 DP1801;SPC MI N     -   185,592.    7,773,326.      MT  (+/- 10 meters HH2 GPS)
 DP1801
 DP1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7334744410(NAD 83)
 DP1801
 DP1801                          SUPERSEDED SURVEY CONTROL
 DP1801
 DP1801  NAVD 88 (03/19/14)  486.473  (m)         1596.04   (f) SUPERSEDED  2 1
 DP1801
 DP1801.Superseded values are not recommended for survey control.
 DP1801
 DP1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1801.See file dsdata.pdf to determine how the superseded data were derived.
 DP1801
 DP1801_MARKER: DD = SURVEY DISK
 DP1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1801_STAMPING: 27603 2012
 DP1801_MARK LOGO: MIDT
 DP1801_PROJECTION: FLUSH
 DP1801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1801+STABILITY: SURFACE MOTION
 DP1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1801+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DP1801
 DP1801  HISTORY     - Date     Condition        Report By
 DP1801  HISTORY     - 2012     MONUMENTED       MIDT
 DP1801  HISTORY     - 20130826 GOOD             WIDT
 DP1801  HISTORY     - 20180813 GOOD             WIDT
 DP1801
 DP1801                          STATION DESCRIPTION
 DP1801
 DP1801'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1801'THE STATION IS APPROXIMATELY 18.1 MI (29.1 KM) NORTH-NORTHEAST OF
 DP1801'MERCER WISCONSIN, 12.3 MI (19.8 KM) WEST-NORTHWEST OF MARENISCO AND
 DP1801'4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF WAKEFIELD.
 DP1801'
 DP1801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DP1801'ROAD 519, LOCATED IN THE CITY OF WAKEFIELD, GO SOUTH ON COUNTY ROAD
 DP1801'519 FOR 2.05 MI (3.3 KM) TO LINNA ROAD ON THE RIGHT.  CONTINUE SOUTH
 DP1801'ON COUNTY ROAD 519 FOR 2.25 MI (3.6 KM) TO LOGGING ROAD ON THE RIGHT
 DP1801'AND THE STATION ON THE LEFT.
 DP1801'
 DP1801'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1801'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1801'DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.2 M
 DP1801'(0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9
 DP1801'FT) EAST OF THE CENTERLINE OF COUNTY ROAD 519, 12.8 M (42.0 FT) NORTH
 DP1801'OF THE EXTENDED CENTERLINE OF LOGGING ROAD, 107 M (351.0 FT) SOUTH OF
 DP1801'A ROAD EAST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1801'WHITE PLASTIC WITNESS POSTS.
 DP1801'
 DP1801'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE EAST EXTENDING
 DP1801'TO 50 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING
 DP1801'TO 35 DEGREES ABOVE THE HORIZON.
 DP1801
 DP1801                          STATION RECOVERY (2018)
 DP1801
 DP1801'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1802 ***********************************************************************
 DP1802  DESIGNATION -  27604
 DP1802  PID         -  DP1802
 DP1802  STATE/COUNTY-  MI/GOGEBIC
 DP1802  COUNTRY     -  US
 DP1802  USGS QUAD   -  WAKEFIELD (2017)
 DP1802
 DP1802                         *CURRENT SURVEY CONTROL
 DP1802  ______________________________________________________________________
 DP1802* NAD 83(2011) POSITION- 46 26 30.47369(N) 089 56 50.87294(W)   ADJUSTED
 DP1802* NAD 83(2011) ELLIP HT-   456.832 (meters)        (08/30/18)   ADJUSTED
 DP1802* NAD 83(2011) EPOCH   -  2010.00
 DP1802* NAVD 88 ORTHO HEIGHT -   487.691 (meters)     1600.03  (feet) ADJUSTED
 DP1802  ______________________________________________________________________
 DP1802  GEOID HEIGHT    -        -30.840 (meters)                     GEOID18
 DP1802  NAD 83(2011) X  -      4,037.334 (meters)                     COMP
 DP1802  NAD 83(2011) Y  - -4,403,176.280 (meters)                     COMP
 DP1802  NAD 83(2011) Z  -  4,599,555.597 (meters)                     COMP
 DP1802  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DP1802  DYNAMIC HEIGHT  -        487.695 (meters)     1600.05  (feet) COMP
 DP1802  MODELED GRAVITY -    980,607.3   (mgal)                       NAVD 88
 DP1802
 DP1802  VERT ORDER      -  SECOND    CLASS I
 DP1802
 DP1802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1802  Standards:
 DP1802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1802  -------------------------------------------------------------------
 DP1802  NETWORK    0.68   1.29           0.31   0.23   0.66     -0.10072997
 DP1802  -------------------------------------------------------------------
 DP1802  Click here for local accuracies and other accuracy information.
 DP1802
 DP1802.The horizontal coordinates were established by GPS observations
 DP1802.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DP1802
 DP1802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1802.been affixed to the stable North American tectonic plate. See 
 DP1802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1802
 DP1802.The horizontal coordinates are valid at the epoch date displayed above
 DP1802.which is a decimal equivalence of Year/Month/Day.
 DP1802
 DP1802.The orthometric height was determined by differential leveling and
 DP1802.adjusted by the NATIONAL GEODETIC SURVEY
 DP1802.in February 2017.
 DP1802
 DP1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1802.GEOID18 height accuracy estimate available here.
 DP1802
 DP1802.Click photographs - Photos may exist for this station.
 DP1802
 DP1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1802
 DP1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1802
 DP1802.The ellipsoidal height was determined by GPS observations
 DP1802.and is referenced to NAD 83.
 DP1802
 DP1802.The dynamic height is computed by dividing the NAVD 88
 DP1802.geopotential number by the normal gravity value computed on the
 DP1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1802.degrees latitude (g = 980.6199 gals.).
 DP1802
 DP1802.The modeled gravity was interpolated from observed gravity values.
 DP1802
 DP1802. The following values were computed from the NAD 83(2011) position.
 DP1802
 DP1802;                    North         East     Units Scale Factor Converg.
 DP1802;SPC MI N     -   188,539.011 7,773,577.008   MT  0.99990656   -2 07 49.4
 DP1802;SPC MI N     -   618,566.31 25,503,861.57   iFT  0.99990656   -2 07 49.4
 DP1802;UTM  16      - 5,147,358.083   273,599.173   MT  1.00023010   -2 08 12.7
 DP1802;UTM  15      - 5,147,664.584   734,471.142   MT  1.00027583   +2 12 47.2
 DP1802
 DP1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1802!SPC MI N     -   0.99992839  x   0.99990656  =   0.99983496
 DP1802!UTM  16      -   0.99992839  x   1.00023010  =   1.00015848
 DP1802!UTM  15      -   0.99992839  x   1.00027583  =   1.00020420
 DP1802
 DP1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7359947358(NAD 83)
 DP1802
 DP1802                          SUPERSEDED SURVEY CONTROL
 DP1802
 DP1802  NAVD 88 (03/19/14)  487.744  (m)         1600.21   (f) SUPERSEDED  2 1
 DP1802
 DP1802.Superseded values are not recommended for survey control.
 DP1802
 DP1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1802.See file dsdata.pdf to determine how the superseded data were derived.
 DP1802
 DP1802_MARKER: DD = SURVEY DISK
 DP1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1802_STAMPING: 27604 2012
 DP1802_MARK LOGO: MIDT
 DP1802_PROJECTION: FLUSH
 DP1802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1802+STABILITY: SURFACE MOTION
 DP1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1802+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DP1802
 DP1802  HISTORY     - Date     Condition        Report By
 DP1802  HISTORY     - 2012     MONUMENTED       MIDT
 DP1802  HISTORY     - 20130826 GOOD             WIDT
 DP1802  HISTORY     - 20180806 GOOD             WIDT
 DP1802  HISTORY     - 20180813 GOOD             WIDT
 DP1802
 DP1802                          STATION DESCRIPTION
 DP1802
 DP1802'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1802'THE STATION IS LOCATED APPROXIMATELY 19.9 MI (32.0 KM) NORTH-NORTHEAST
 DP1802'OF MERCER WISCONSIN, 12.9 MI (20.8 KM) WEST-NORTHWEST OF MARENISCO AND
 DP1802'2.3 MI (3.7 KM) SOUTH OF WAKEFIELD.
 DP1802'
 DP1802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DP1802'ROAD 519, LOCATED IN THE CITY OF WAKEFIELD, GO SOUTH ON COUNTY ROAD
 DP1802'519 FOR 2.05 MI (3.3 KM) TO LINNA ROAD ON THE RIGHT.  CONTINUE SOUTH
 DP1802'ON COUNTY ROAD 519 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DP1802'
 DP1802'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1802'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1802'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3 M
 DP1802'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1
 DP1802'FT) EAST OF THE CENTERLINE OF COUNTY ROAD 519, 61.3 M (201.1 FT) NORTH
 DP1802'OF THE CENTERLINE OF A DRIVEWAY -9394-, 12.5 M (41.0 FT) WEST OF A
 DP1802'WOODEN FENCE AND LOCATED 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC
 DP1802'WITNESS POST.
 DP1802'
 DP1802'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1802'DEGREES ABOVE THE HORIZON.
 DP1802
 DP1802                          STATION RECOVERY (2018)
 DP1802
 DP1802'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1802'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS OBSTRUCTED BY A TREE
 DP1802'LINE TO THE WEST (OPPOSITE THE ROAD) EXTENDING TO 35 DEGREES ABOVE THE
 DP1802'HORIZON.
 DP1802
 DP1802                          STATION RECOVERY (2018)
 DP1802
 DP1802'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1802'RECOVERED IN GOOD CONDITION.
 DP1802'
 DP1802'NOTE-THE STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST (OPPOSITE
 DP1802'THE ROAD) EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1803 ***********************************************************************
 DP1803  DESIGNATION -  27605
 DP1803  PID         -  DP1803
 DP1803  STATE/COUNTY-  MI/GOGEBIC
 DP1803  COUNTRY     -  US
 DP1803  USGS QUAD   -  BESSEMER (2017)
 DP1803
 DP1803                         *CURRENT SURVEY CONTROL
 DP1803  ______________________________________________________________________
 DP1803* NAD 83(1986) POSITION- 46 28 56.98   (N) 090 00 00.60   (W)   HD_HELD1
 DP1803* NAVD 88 ORTHO HEIGHT -   420.827 (meters)     1380.66  (feet) ADJUSTED
 DP1803  ______________________________________________________________________
 DP1803  GEOID HEIGHT    -        -30.700 (meters)                     GEOID18
 DP1803  DYNAMIC HEIGHT  -        420.848 (meters)     1380.73  (feet) COMP
 DP1803  MODELED GRAVITY -    980,651.5   (mgal)                       NAVD 88
 DP1803
 DP1803  VERT ORDER      -  SECOND    CLASS I
 DP1803
 DP1803.The horizontal coordinates were determined by differentially corrected
 DP1803.hand held GPS observations or other comparable positioning techniques
 DP1803.and have an estimated accuracy of +/- 3 meters.
 DP1803
 DP1803.The orthometric height was determined by differential leveling and
 DP1803.adjusted by the NATIONAL GEODETIC SURVEY
 DP1803.in February 2017.
 DP1803
 DP1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1803.GEOID18 height accuracy estimate available here.
 DP1803
 DP1803.Click photographs - Photos may exist for this station.
 DP1803
 DP1803.The dynamic height is computed by dividing the NAVD 88
 DP1803.geopotential number by the normal gravity value computed on the
 DP1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1803.degrees latitude (g = 980.6199 gals.).
 DP1803
 DP1803.The modeled gravity was interpolated from observed gravity values.
 DP1803
 DP1803;                    North         East    Units  Estimated Accuracy
 DP1803;SPC MI N     -   193,211.0   7,769,701.5     MT  (+/- 3 meters HH1 GPS) 
 DP1803
 DP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM3025152031(NAD 83)
 DP1803
 DP1803                          SUPERSEDED SURVEY CONTROL
 DP1803
 DP1803  NAVD 88 (03/19/14)  420.879  (m)         1380.83   (f) SUPERSEDED  2 1
 DP1803
 DP1803.Superseded values are not recommended for survey control.
 DP1803
 DP1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1803.See file dsdata.pdf to determine how the superseded data were derived.
 DP1803
 DP1803_MARKER: DD = SURVEY DISK
 DP1803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1803_SP_SET: ABUTMENT
 DP1803_STAMPING: 27605 2012
 DP1803_MARK LOGO: MIDT
 DP1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1803+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 DP1803
 DP1803  HISTORY     - Date     Condition        Report By
 DP1803  HISTORY     - 2012     MONUMENTED       MIDT
 DP1803  HISTORY     - 20130828 GOOD             WIDT
 DP1803  HISTORY     - 20180725 GOOD             WIDT
 DP1803
 DP1803                          STATION DESCRIPTION
 DP1803
 DP1803'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1803'THE STATION IS LOCATED APPROXIMATELY 2.8 MI (4.5 KM) WEST-NORTHWEST OF
 DP1803'WAKEFIELD, 1.8 MI (2.9 KM) EAST OF BESSEMER AND 0.8 MI (1.3 KM)
 DP1803'NORTH-NORTHWEST OF RAMSAY.
 DP1803'
 DP1803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DP1803'ROAD 519, LOCATED IN THE CITY OF WAKEFIELD, GO WEST ON U.S. HIGHWAY 2
 DP1803'FOR 1.1 MI (1.8 KM) TO A BRIDGE OVER THE BLACK RIVER AND THE STATION
 DP1803'ON THE LEFT.
 DP1803'
 DP1803'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DP1803'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF THE SOUTH END OF THE
 DP1803'WEST ABUTMENT OF BRIDGE NUMBER B-03-27021, APPROXIMATELY LEVEL WITH
 DP1803'THE HIGHWAY PAVEMENT.  THE STATION IS 2.5 M (8.2 FT) NORTH OF THE
 DP1803'SOUTH END OF THE WEST ABUTMENT, 1.0 M (3.3 FT) SOUTH OF THE PARAPET
 DP1803'WALL AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DP1803'
 DP1803'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1803'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP1803'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1803
 DP1803                          STATION RECOVERY (2018)
 DP1803
 DP1803'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9299 ***********************************************************************
 DQ9299  DESIGNATION -  27606
 DQ9299  PID         -  DQ9299
 DQ9299  STATE/COUNTY-  MI/GOGEBIC
 DQ9299  COUNTRY     -  US
 DQ9299  USGS QUAD   -  BESSEMER (2017)
 DQ9299
 DQ9299                         *CURRENT SURVEY CONTROL
 DQ9299  ______________________________________________________________________
 DQ9299* NAD 83(1986) POSITION- 46 28 51.93   (N) 090 04 44.60   (W)   HD_HELD1
 DQ9299* NAVD 88 ORTHO HEIGHT -   426.868 (meters)     1400.48  (feet) ADJUSTED
 DQ9299  ______________________________________________________________________
 DQ9299  GEOID HEIGHT    -        -30.681 (meters)                     GEOID18
 DQ9299  DYNAMIC HEIGHT  -        426.885 (meters)     1400.54  (feet) COMP
 DQ9299  MODELED GRAVITY -    980,642.0   (mgal)                       NAVD 88
 DQ9299
 DQ9299  VERT ORDER      -  SECOND    CLASS I
 DQ9299
 DQ9299.The horizontal coordinates were determined by differentially corrected
 DQ9299.hand held GPS observations or other comparable positioning techniques
 DQ9299.and have an estimated accuracy of +/- 3 meters.
 DQ9299
 DQ9299.The orthometric height was determined by differential leveling and
 DQ9299.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9299.in December 2018.
 DQ9299
 DQ9299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9299.GEOID18 height accuracy estimate available here.
 DQ9299
 DQ9299.Click photographs - Photos may exist for this station.
 DQ9299
 DQ9299.The dynamic height is computed by dividing the NAVD 88
 DQ9299.geopotential number by the normal gravity value computed on the
 DQ9299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9299.degrees latitude (g = 980.6199 gals.).
 DQ9299
 DQ9299.The modeled gravity was interpolated from observed gravity values.
 DQ9299
 DQ9299;                    North         East    Units  Estimated Accuracy
 DQ9299;SPC MI N     -   193,287.4   7,763,642.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9299
 DQ9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2420251648(NAD 83)
 DQ9299
 DQ9299                          SUPERSEDED SURVEY CONTROL
 DQ9299
 DQ9299.No superseded survey control is available for this station.
 DQ9299
 DQ9299_MARKER: DD = SURVEY DISK
 DQ9299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9299_SP_SET: RETAINING WALL
 DQ9299_STAMPING: 27606 2018
 DQ9299_MARK LOGO: MIDT
 DQ9299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9299+STABILITY: SURFACE MOTION
 DQ9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9299+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2025
 DQ9299
 DQ9299  HISTORY     - Date     Condition        Report By
 DQ9299  HISTORY     - 2018     MONUMENTED       MIDT
 DQ9299  HISTORY     - 20180725 GOOD             WIDT
 DQ9299  HISTORY     - 20250304 GOOD             UPENGN
 DQ9299
 DQ9299                          STATION DESCRIPTION
 DQ9299
 DQ9299'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9299'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) WEST OF WAKEFIELD,
 DQ9299'4 MI (6.4 KM) NORTHEAST OF IRONWOOD, AND 1 MI (1.6 KM) WEST OF
 DQ9299'BESSEMER.
 DQ9299'
 DQ9299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DQ9299'ROAD 519, LOCATED IN THE CITY OF WAKEFIELD, GO WEST ON U.S. HIGHWAY 2
 DQ9299'FOR 5.35 MI (8.61 KM) TO THE JUNCTION OF U.S. HIGHWAY 2 WITH MOORE
 DQ9299'STREET IN THE CITY OF BESSEMER, CONTINUE WEST ON U.S. HIGHWAY 2 FOR
 DQ9299'1.25 MI (2.01 KM) TO A BRIDGE OVER POWDER MILL CREEK AND A SERVICE
 DQ9299'DRIVEWAY FOR A MUNICIPAL LIFT STATION ON THE LEFT AND THE STATION ON
 DQ9299'THE LEFT.
 DQ9299'
 DQ9299'THE STATION IS A BRONZE MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DQ9299'MODERNIZATION MARK SURVEY DISK SET IN THE TOP OF THE EAST END OF A
 DQ9299'RETAINING WALL ADJACENT TO THE SOUTH SIDE OF THE EAST ABUTMENT OF
 DQ9299'BRIDGE NUMBER B-02-27021, ABOUT 1 M LOWER THAN THE HIGHWAY PAVEMENT
 DQ9299'GRADE.  THE STATION IS 26 M (85.3 FT) WEST OF THE WESTERN SERVICE
 DQ9299'DRIVEWAY FOR THE MUNICIPAL LIFT STATION -1400-, 3.6 M (11.8 FT) SOUTH
 DQ9299'OF A STEEL GUARD RAIL ALONG EASTBOUND U.S. HIGHWAY 2, 3.0 M (9.8 FT)
 DQ9299'EAST OF A WHITE PLASTIC WITNESS POST, AND 0.4 M (1.3 FT) WEST OF THE
 DQ9299'EAST END OF THE CONCRETE RETAINING WALL.
 DQ9299'
 DQ9299'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ9299'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES OVERHEAD TO THE SOUTH
 DQ9299'EXTENDING FROM 30 TO 45 DEGREES ABOVE THE HORIZON.
 DQ9299
 DQ9299                          STATION RECOVERY (2025)
 DQ9299
 DQ9299'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2025 (LH)
 DQ9299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0377 ***********************************************************************
 OJ0377  DESIGNATION -  279 1/2
 OJ0377  PID         -  OJ0377
 OJ0377  STATE/COUNTY-  MI/GENESEE
 OJ0377  COUNTRY     -  US
 OJ0377  USGS QUAD   -  DAVISON (2017)
 OJ0377
 OJ0377                         *CURRENT SURVEY CONTROL
 OJ0377  ______________________________________________________________________
 OJ0377* NAD 83(1986) POSITION- 43 01 51.     (N) 083 30 40.     (W)   SCALED
 OJ0377* NAVD 88 ORTHO HEIGHT -   239.097 (meters)      784.44  (feet) ADJUSTED
 OJ0377  ______________________________________________________________________
 OJ0377  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 OJ0377  DYNAMIC HEIGHT  -        239.034 (meters)      784.23  (feet) COMP
 OJ0377  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 OJ0377
 OJ0377  VERT ORDER      -  SECOND    CLASS 0
 OJ0377
 OJ0377.The horizontal coordinates were scaled from a map and have
 OJ0377.an estimated accuracy of +/- 6 seconds.
 OJ0377
 OJ0377.The orthometric height was determined by differential leveling and
 OJ0377.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0377.in June 1991.
 OJ0377
 OJ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0377.GEOID18 height accuracy estimate available here.
 OJ0377
 OJ0377.Click photographs - Photos may exist for this station.
 OJ0377
 OJ0377.The dynamic height is computed by dividing the NAVD 88
 OJ0377.geopotential number by the normal gravity value computed on the
 OJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0377.degrees latitude (g = 980.6199 gals.).
 OJ0377
 OJ0377.The modeled gravity was interpolated from observed gravity values.
 OJ0377
 OJ0377;                    North         East    Units  Estimated Accuracy
 OJ0377;SPC MI S     -   170,400.    4,069,720.      MT  (+/- 180 meters Scaled)
 OJ0377
 OJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH954672(NAD 83)
 OJ0377
 OJ0377                          SUPERSEDED SURVEY CONTROL
 OJ0377
 OJ0377  NGVD 29 (??/??/92)  239.248  (m)          784.93   (f) ADJ UNCH    2 0
 OJ0377
 OJ0377.Superseded values are not recommended for survey control.
 OJ0377
 OJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0377.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0377
 OJ0377_MARKER: B = BOLT
 OJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0377+STABILITY: SURFACE MOTION
 OJ0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0377+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 OJ0377
 OJ0377  HISTORY     - Date     Condition        Report By
 OJ0377  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0377  HISTORY     - 1934     GOOD             CGS
 OJ0377  HISTORY     - 20121211 GOOD             WILCOX
 OJ0377  HISTORY     - 20150803 GOOD             INDIV
 OJ0377
 OJ0377                          STATION DESCRIPTION
 OJ0377
 OJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0377'0.3 MI E FROM DAVIDSON.
 OJ0377'0.3 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0377'STATION AT DAVIDSON, GENESEE COUNTY, 0.5 MILES EAST OF MILEPOST
 OJ0377'279, 350 YARDS EAST OF THE SECTION HOUSE, 14 YARDS NORTH OF THE
 OJ0377'NORTH RAIL, 1.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 6 FEET
 OJ0377'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, SET IN THE TOP
 OJ0377'OF A CONCRETE POST.
 OJ0377
 OJ0377                          STATION RECOVERY (2012)
 OJ0377
 OJ0377'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2012 (GS)
 OJ0377'RECOVERED IN GOOD CONDITION.
 OJ0377
 OJ0377                          STATION RECOVERY (2015)
 OJ0377
 OJ0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SJS)
 OJ0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0057 ***********************************************************************
 PL0057  DESIGNATION -  28
 PL0057  PID         -  PL0057
 PL0057  STATE/COUNTY-  MI/OGEMAW
 PL0057  COUNTRY     -  US
 PL0057  USGS QUAD   -  DAMON (2017)
 PL0057
 PL0057                         *CURRENT SURVEY CONTROL
 PL0057  ______________________________________________________________________
 PL0057* NAD 83(1986) POSITION- 44 29 36.     (N) 084 07 40.     (W)   SCALED
 PL0057* NAVD 88 ORTHO HEIGHT -   411.543 (meters)     1350.20  (feet) ADJUSTED
 PL0057  ______________________________________________________________________
 PL0057  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 PL0057  DYNAMIC HEIGHT  -        411.480 (meters)     1350.00  (feet) COMP
 PL0057  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 PL0057
 PL0057  VERT ORDER      -  SECOND    CLASS 0
 PL0057
 PL0057.The horizontal coordinates were scaled from a map and have
 PL0057.an estimated accuracy of +/- 6 seconds.
 PL0057
 PL0057.The orthometric height was determined by differential leveling and
 PL0057.adjusted by the NATIONAL GEODETIC SURVEY
 PL0057.in June 1991.
 PL0057
 PL0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0057.GEOID18 height accuracy estimate available here.
 PL0057
 PL0057.Click photographs - Photos may exist for this station.
 PL0057
 PL0057.The dynamic height is computed by dividing the NAVD 88
 PL0057.geopotential number by the normal gravity value computed on the
 PL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0057.degrees latitude (g = 980.6199 gals.).
 PL0057
 PL0057.The modeled gravity was interpolated from observed gravity values.
 PL0057
 PL0057;                    North         East    Units  Estimated Accuracy
 PL0057;SPC MI C     -   130,780.    6,019,000.      MT  (+/- 180 meters Scaled)
 PL0057
 PL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283306(NAD 83)
 PL0057
 PL0057                          SUPERSEDED SURVEY CONTROL
 PL0057
 PL0057  NGVD 29 (??/??/92)  411.673  (m)         1350.63   (f) ADJ UNCH    2 0
 PL0057
 PL0057.Superseded values are not recommended for survey control.
 PL0057
 PL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0057.See file dsdata.pdf to determine how the superseded data were derived.
 PL0057
 PL0057_MARKER: N = NAIL
 PL0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0057_SP_SET: OAK TREE
 PL0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0057
 PL0057  HISTORY     - Date     Condition        Report By
 PL0057  HISTORY     - UNK      MONUMENTED       MIDH
 PL0057  HISTORY     - 1934     GOOD             CGS
 PL0057
 PL0057                          STATION DESCRIPTION
 PL0057
 PL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0057'5.4 MI N FROM ROSE CITY.
 PL0057'5.4 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0057'ROSE CITY, OGEMAW COUNTY, 130 FEET EAST OF A SERVICE STATION
 PL0057'AT THE TOP OF A HILL, 60 FEET EAST OF THE CENTERLINE OF THE
 PL0057'HIGHWAY, AND IN THE ROOT OF A 14-INCH OAK TREE.  A MICHIGAN
 PL0057'STATE HIGHWAY DEPARTMENT STANDARD NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6702 ***********************************************************************
 DQ6702  DESIGNATION -  28
 DQ6702  PID         -  DQ6702
 DQ6702  STATE/COUNTY-  MI/OTTAWA
 DQ6702  COUNTRY     -  US
 DQ6702  USGS QUAD   -  HOLLAND WEST (2017)
 DQ6702
 DQ6702                         *CURRENT SURVEY CONTROL
 DQ6702  ______________________________________________________________________
 DQ6702* NAD 83(1986) POSITION- 42 46 26.5    (N) 086 12 47.8    (W)   HD_HELD2
 DQ6702* NAVD 88 ORTHO HEIGHT -   178.198 (meters)      584.64  (feet) ADJUSTED
 DQ6702  ______________________________________________________________________
 DQ6702  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 DQ6702  DYNAMIC HEIGHT  -        178.154 (meters)      584.49  (feet) COMP
 DQ6702  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DQ6702
 DQ6702  VERT ORDER      -  SECOND    CLASS I
 DQ6702
 DQ6702.The horizontal coordinates were established by autonomous hand held GPS
 DQ6702.observations and have an estimated accuracy of +/- 10 meters.
 DQ6702
 DQ6702.The orthometric height was determined by differential leveling and
 DQ6702.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6702.in July 2018.
 DQ6702
 DQ6702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6702.GEOID18 height accuracy estimate available here.
 DQ6702
 DQ6702.Click photographs - Photos may exist for this station.
 DQ6702
 DQ6702.The dynamic height is computed by dividing the NAVD 88
 DQ6702.geopotential number by the normal gravity value computed on the
 DQ6702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6702.degrees latitude (g = 980.6199 gals.).
 DQ6702
 DQ6702.The modeled gravity was interpolated from observed gravity values.
 DQ6702
 DQ6702;                    North         East    Units  Estimated Accuracy
 DQ6702;SPC MI S     -   143,173.    3,848,901.      MT  (+/- 10 meters HH2 GPS)
 DQ6702
 DQ6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6435936021(NAD 83)
 DQ6702
 DQ6702                          SUPERSEDED SURVEY CONTROL
 DQ6702
 DQ6702.No superseded survey control is available for this station.
 DQ6702
 DQ6702_MARKER: DB = BENCH MARK DISK
 DQ6702_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ6702_SP_SET: BREAKWALL
 DQ6702_STAMPING: 28 1989
 DQ6702_MARK LOGO: USACE
 DQ6702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ6702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6702+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DQ6702
 DQ6702  HISTORY     - Date     Condition        Report By
 DQ6702  HISTORY     - 1989     MONUMENTED       USACE
 DQ6702  HISTORY     - 20100510 GOOD             NOS
 DQ6702  HISTORY     - 20220818 GOOD             CO-OPS
 DQ6702
 DQ6702                          STATION DESCRIPTION
 DQ6702
 DQ6702'DESCRIBED BY NATIONAL OCEAN SERVICE 2010 (CSM)
 DQ6702'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF PORT SHELDON,
 DQ6702'8.2 MI (13.2 KM) NORTH OF SAUGATUCK AND 5.4 MI (8.7 KM) WEST OF
 DQ6702'HOLLAND.
 DQ6702'
 DQ6702'TO REACH FROM THE INTERSECTION OF SOUTH RIVER AVENUE AND DOUGLAS
 DQ6702'AVENUE, PROCEED WEST ON DOUGLAS AVE (OTTAWA BEACH RD) FOR 9.17 KM
 DQ6702'(5.70 MI) TO THE HOLLAND STATE PARK ENTRANCE, LOCATED AND SET ON THE
 DQ6702'FINGER PIER LEADING TO A GREEN NAVAIDAND FLUSH WITH CONCRETE.
 DQ6702'
 DQ6702'IT IS 4.1 M (13.5 FT) SOUTH OF THE NORTH EDGE OF CONCRETE FINGER PIER,
 DQ6702'2.7 M (8.9 FT) WEST OF THE EAST EDGE OF THE CONCRETE FINGER PIER, 0.9
 DQ6702'M (3.0 FT) NORTH OF THE BLUE RAILING RUNNING NORTH-SOUTH ALONG A
 DQ6702'CONCRETE FINGER PIER.
 DQ6702
 DQ6702                          STATION RECOVERY (2022)
 DQ6702
 DQ6702'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ6702'RECOVERED IN GOOD CONDITION.
 DQ6702'
 DQ6702'NOTE-BENCH MARK IS LOCATED AT HOLLAND STATE PARK.  ADDRESS IS 2215
 DQ6702'OTTAWA BEACH ROAD HOLLAND MI 49424.  NOTIFY BEFORE ENTRANCE.
 DQ6702'
 DQ6702'NOTE-CONTACT JOYCE RHODES (DNR SUPERVISOR) PHONE NUMBER-616-399-9390
 DQ6702'OR THE PARK RANGERS OFFICE AT 616-335-0062.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1543 ***********************************************************************
 RL1543  DESIGNATION -  28 00
 RL1543  PID         -  RL1543
 RL1543  STATE/COUNTY-  MI/HOUGHTON
 RL1543  COUNTRY     -  US
 RL1543  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1543
 RL1543                         *CURRENT SURVEY CONTROL
 RL1543  ______________________________________________________________________
 RL1543* NAD 83(1994) POSITION- 46 58 34.88075(N) 088 25 58.45994(W)   ADJUSTED
 RL1543* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 RL1543  ______________________________________________________________________
 RL1543  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 RL1543  LAPLACE CORR    -        -11.80  (seconds)                    DEFLEC18
 RL1543  HORZ ORDER      -  THIRD
 RL1543
 RL1543.The horizontal coordinates were established by classical geodetic methods
 RL1543.and adjusted by the National Geodetic Survey in February 1997.
 RL1543
 RL1543.The orthometric height was scaled from a topographic map.
 RL1543
 RL1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1543.GEOID18 height accuracy estimate available here.
 RL1543
 RL1543.Click photographs - Photos may exist for this station.
 RL1543
 RL1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1543
 RL1543. The following values were computed from the NAD 83(1994) position.
 RL1543
 RL1543;                    North         East     Units Scale Factor Converg.
 RL1543;SPC MI N     -   244,734.651 7,890,979.464   MT  0.99997565   -1 02 08.5
 RL1543;SPC MI N     -   802,935.21 25,889,040.24   iFT  0.99997565   -1 02 08.5
 RL1543;UTM  16      - 5,203,533.020   391,015.250   MT  0.99974598   -1 02 51.6
 RL1543
 RL1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1543!SPC MI N     -   0.99997662  x   0.99997565  =   0.99995227
 RL1543!UTM  16      -   0.99997662  x   0.99974598  =   0.99972261
 RL1543
 RL1543:                Primary Azimuth Mark                     Grid Az
 RL1543:SPC MI N     -  KEWEENAW WATERWAY LIGHTHOUSE             171 49 22.0
 RL1543:UTM  16      -  KEWEENAW WATERWAY LIGHTHOUSE             171 50 05.1
 RL1543
 RL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9101503533(NAD 83)
 RL1543
 RL1543|---------------------------------------------------------------------|
 RL1543| PID    Reference Object                     Distance      Geod. Az  |
 RL1543|                                                           dddmmss.s |
 RL1543| RL1536 KEWEENAW WATERWAY LIGHTHOUSE        APPROX. 0.8 KM 1704713.5 |
 RL1543| RL1544 96                                  242.014 METERS 35120     |
 RL1543|---------------------------------------------------------------------|
 RL1543
 RL1543                          SUPERSEDED SURVEY CONTROL
 RL1543
 RL1543  NAD 83(1986)-  46 58 34.87338(N)    088 25 58.43818(W) AD(       ) 3
 RL1543  NAD 27      -  46 58 35.12977(N)    088 25 57.99597(W) AD(       ) 3
 RL1543
 RL1543.Superseded values are not recommended for survey control.
 RL1543
 RL1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1543.See file dsdata.pdf to determine how the superseded data were derived.
 RL1543
 RL1543_MARKER: DD = SURVEY DISK
 RL1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1543_SP_SET: DOCK
 RL1543_STAMPING: 28+00
 RL1543_MARK LOGO: USACE
 RL1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1543+STABILITY: SURFACE MOTION
 RL1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1543+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 RL1543
 RL1543  HISTORY     - Date     Condition        Report By
 RL1543  HISTORY     - UNK      MONUMENTED       USACE
 RL1543  HISTORY     - 1981     GOOD             NGS
 RL1543  HISTORY     - 20030617 GOOD             GEOCAC
 RL1543
 RL1543                          STATION DESCRIPTION
 RL1543
 RL1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RHH)
 RL1543'THE STATION IS LOCATED ON THE DOCKLINE, SOUTH TOWARD THE KEWEENAW
 RL1543'WATERWAY LIGHTHOUSE FROM THE ABANDONED COAST GUARD STATION NEAR
 RL1543'THE EASTERN ENTRANCE TO THE KEWEENAW WATERWAY.
 RL1543'
 RL1543'TO REACH THE STATION FROM THE JUNCTION OF CALUMET STREET AND 9TH
 RL1543'STREET IN LAKE LINDEN GO EAST AND SOUTH ON 9TH STREET FOR 12.9
 RL1543'KIILOMETERS (8.0 MILES) TO DREAMLAND AND THE JUNCTION WITH THE
 RL1543'SHORELINE ROAD.  CONTINUE ON THE SHORELINE ROAD SOUTH AND
 RL1543'EAST TO THE ABANDONED COAST GUARD STATION AT THE EAST ENTRANCE
 RL1543'TO THE KEWEENAW WATERWAY AND THE DOCKLINE.  WALK ALONG THE
 RL1543'DOCKLINE SOUTH 240 METERS FROM THE ABANDONED PUMPHOUSE, WHICH
 RL1543'IS THE BUILDING NEAREST THE CONCRETE DOCK, TO THE JUNCTION OF
 RL1543'TWO DISTINCT CONCRETE DOCKS AND THE STATION IN THE CENTER AT
 RL1543'THE JUNCTION.
 RL1543'
 RL1543'THE STATION IS A STANDARD USE DISK
 RL1543'STAMPED---28+00---,
 RL1543'CEMENTED FLUSH IN THE CENTER OF THE CONCRETE DOCK WHERE IT
 RL1543'JUNCTIONS WITH THE BREAKWATER.
 RL1543'
 RL1543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
 RL1543
 RL1543                          STATION RECOVERY (2003)
 RL1543
 RL1543'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RL1543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0393 ***********************************************************************
 NE0393  DESIGNATION -  28 1/2
 NE0393  PID         -  NE0393
 NE0393  STATE/COUNTY-  MI/OAKLAND
 NE0393  COUNTRY     -  US
 NE0393  USGS QUAD   -  ROCHESTER (2017)
 NE0393
 NE0393                         *CURRENT SURVEY CONTROL
 NE0393  ______________________________________________________________________
 NE0393* NAD 83(2011) POSITION- 42 39 12.05783(N) 083 09 56.07330(W)   ADJUSTED
 NE0393* NAD 83(2011) ELLIP HT-   204.080 (meters)        (06/27/12)   ADJUSTED
 NE0393* NAD 83(2011) EPOCH   -  2010.00
 NE0393* NAVD 88 ORTHO HEIGHT -   238.372 (meters)      782.06  (feet) ADJUSTED
 NE0393  ______________________________________________________________________
 NE0393  GEOID HEIGHT    -        -34.521 (meters)                     GEOID18
 NE0393  NAD 83(2011) X  -    559,097.978 (meters)                     COMP
 NE0393  NAD 83(2011) Y  - -4,664,896.160 (meters)                     COMP
 NE0393  NAD 83(2011) Z  -  4,299,396.918 (meters)                     COMP
 NE0393  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 NE0393  DYNAMIC HEIGHT  -        238.300 (meters)      781.82  (feet) COMP
 NE0393  MODELED GRAVITY -    980,315.8   (mgal)                       NAVD 88
 NE0393
 NE0393  VERT ORDER      -  SECOND    CLASS 0
 NE0393
 NE0393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0393  Standards:
 NE0393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0393  -------------------------------------------------------------------
 NE0393  NETWORK    0.53   1.29           0.24   0.19   0.66     -0.00715715
 NE0393  -------------------------------------------------------------------
 NE0393  Click here for local accuracies and other accuracy information.
 NE0393
 NE0393.The horizontal coordinates were established by GPS observations
 NE0393.and adjusted by the National Geodetic Survey in June 2012.
 NE0393
 NE0393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0393.been affixed to the stable North American tectonic plate. See 
 NE0393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0393
 NE0393.The horizontal coordinates are valid at the epoch date displayed above
 NE0393.which is a decimal equivalence of Year/Month/Day.
 NE0393
 NE0393.The orthometric height was determined by differential leveling and
 NE0393.adjusted by the NATIONAL GEODETIC SURVEY
 NE0393.in June 1991.
 NE0393
 NE0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0393.GEOID18 height accuracy estimate available here.
 NE0393
 NE0393.Click photographs - Photos may exist for this station.
 NE0393
 NE0393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0393
 NE0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0393
 NE0393.The ellipsoidal height was determined by GPS observations
 NE0393.and is referenced to NAD 83.
 NE0393
 NE0393.The dynamic height is computed by dividing the NAVD 88
 NE0393.geopotential number by the normal gravity value computed on the
 NE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0393.degrees latitude (g = 980.6199 gals.).
 NE0393
 NE0393.The modeled gravity was interpolated from observed gravity values.
 NE0393
 NE0393. The following values were computed from the NAD 83(2011) position.
 NE0393
 NE0393;                    North         East     Units Scale Factor Converg.
 NE0393;SPC MI S     -   128,813.304 4,098,475.158   MT  0.99991501   +0 49 02.6
 NE0393;SPC MI S     -   422,615.83 13,446,440.81   iFT  0.99991501   +0 49 02.6
 NE0393;UTM  17      - 4,724,594.472   322,494.911   MT  0.99998766   -1 28 03.7
 NE0393
 NE0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0393!SPC MI S     -   0.99996800  x   0.99991501  =   0.99988301
 NE0393!UTM  17      -   0.99996800  x   0.99998766  =   0.99995566
 NE0393
 NE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2249424594(NAD 83)
 NE0393
 NE0393                          SUPERSEDED SURVEY CONTROL
 NE0393
 NE0393  NAD 83(2007)-  42 39 12.05750(N)    083 09 56.07631(W) AD(2002.00) 0
 NE0393  ELLIP H (02/10/07)  204.061  (m)                       GP(2002.00)    
 NE0393  ELLIP H (07/17/02)  204.102  (m)                       GP(       ) 4 1
 NE0393  NAD 83(1994)-  42 39 12.05756(N)    083 09 56.07502(W) AD(       ) 1
 NE0393  ELLIP H (02/03/97)  204.140  (m)                       GP(       ) 4 1
 NE0393  NAD 83(1986)-  42 39 12.06083(N)    083 09 56.10861(W) AD(       ) 1
 NE0393  NGVD 29 (??/??/92)  238.501  (m)          782.48   (f) ADJ UNCH    2 0
 NE0393  NGVD 29             238.50   (m)          782.5    (f) LEVELING    3  
 NE0393
 NE0393.Superseded values are not recommended for survey control.
 NE0393
 NE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0393.See file dsdata.pdf to determine how the superseded data were derived.
 NE0393
 NE0393_MARKER: B = BOLT
 NE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0393_STAMPING: 28-1/2
 NE0393_MARK LOGO: NONE
 NE0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0393+STABILITY: SURFACE MOTION
 NE0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0393+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2013
 NE0393
 NE0393  HISTORY     - Date     Condition        Report By
 NE0393  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0393  HISTORY     - 1941     GOOD             CGS
 NE0393  HISTORY     - 19910318 GOOD             MIDH
 NE0393  HISTORY     - 19921001 GOOD             LOCENG
 NE0393  HISTORY     - 19941013 GOOD             LOCENG
 NE0393  HISTORY     - 19951013 GOOD             LOCENG
 NE0393  HISTORY     - 19990417 GOOD             USPSQD
 NE0393  HISTORY     - 19991229 GOOD             LOCSUR
 NE0393  HISTORY     - 20010731 GOOD             LOCSUR
 NE0393  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0393  HISTORY     - 20060321 GOOD             INDIV
 NE0393  HISTORY     - 20131203 GOOD             INDIV
 NE0393
 NE0393                          STATION DESCRIPTION
 NE0393
 NE0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0393'2.1 MI SW FROM ROCHESTER.
 NE0393'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0393'THE STATION AT ROCHESTER, OAKLAND COUNTY, 0.5 MILE EAST OF
 NE0393'MILEPOST 29, 395 YARDS EAST OF A DIRT-ROAD CROSSING, 145 YARDS
 NE0393'EAST OF POWER-TRANSMISSION LINE POLE 301, 12 YARDS NORTH OF THE
 NE0393'NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 NE0393'6 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NE0393'28-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0393
 NE0393                          STATION RECOVERY (1991)
 NE0393
 NE0393'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE0393'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE0393'21, T-3-N, R-11-E, AVON TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT 7
 NE0393'MILES EAST OF PONTIAC, 3 MILES SOUTHWEST OF ROCHESTER, 3/4 MILE
 NE0393'NORTHEAST OF THE STATE ROUTE 59 AND CROOKS ROAD INTERCHANGE, 1/2 MILE
 NE0393'NORTHEAST ALONG THE TRACKS FROM THE HAMLIN ROAD-GRAND TRUNK WESTERN
 NE0393'RAILROAD CROSSING, ON THE RAILROAD RIGHT-OF-WAY AND ON THE ROCHESTER
 NE0393'QUADRANGLE MAP.
 NE0393'TO REACH THE STATION FROM THE STATE HIGHWAY 59 AND CROOKS ROAD
 NE0393'INTERCHANGE, GO NORTH ON CROOKS ROAD FOR 0.55 MI (0.89 KM) TO A
 NE0393'T-INTERSECTION ON THE RIGHT (HAMLIN ROAD).  TURN RIGHT ON HAMLIN ROAD
 NE0393'GOING EAST FOR 0.15 MI (0.24 KM) TO THE RAILROAD CROSSING.  CONTINUE
 NE0393'EAST FOR 0.25 MI (0.40 KM) TO THE LETICA CORPORATE HEADQUARTERS ON
 NE0393'THE LEFT.  TURN LEFT INTO DRIVEWAY GOING NORTH FOR 0.1 MI (0.2 KM) TO
 NE0393'THE BACK OF THE FACTORY AND A RAILROAD LOADING DOCK.  THE STATION IS
 NE0393'ABOUT 150 FEET NORTH OF THE DOCK ON THE NORTH SIDE OF THE MAIN TRACKS
 NE0393'AS DESCRIBED.
 NE0393'STATION PROJECTS 25 CM ABOVE THE GROUND.  THE TOP 10 CM OF THE
 NE0393'CONCRETE MONUMENT IS BROKEN OFF, BUT THE COPPER BOLT IS SOLID AND IN
 NE0393'GOOD CONDITION.  IT IS 435 FT (132.6 M) NORTHEAST OF A POWER
 NE0393'TRANSMISSION TOWER NUMBER 301, 222 FT (67.7 M) NORTHEAST OF THE
 NE0393'RAILROAD TRACK SPUR SWITCH, 50 FT (15.2 M) SOUTH OF A CHAIN LINK
 NE0393'FENCE AROUND A TENNIS COURT, 36 FT (11.0 M) NORTH OF THE NORTH RAIL,
 NE0393'27 FT (8.2 M) WEST OF A UTILITY POLE, AND 1.0 FT (0.3 M) SOUTH OF A
 NE0393'METAL WITNESS POST WITH SIGN.
 NE0393
 NE0393                          STATION RECOVERY (1992)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1994)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JRC)
 NE0393'TOP OF CONCRETE MONUMENT IS BROKEN OFF, BUT THE COPPER BOLT IS SOLID
 NE0393'AND IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1995)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JRC)
 NE0393'RECOVERED IN GOOD CONDITION.  NOTE--TOP OF CONCRETE MONUMENT IS BROKEN
 NE0393'OFF, BUT THE COPPER BOLT IS SOLID AND IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1999)
 NE0393
 NE0393'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1999)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (LRF)
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (2001)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0393'MARK IS NO LONGER SATELLITE OBSERVABLE
 NE0393
 NE0393                          STATION RECOVERY (2002)
 NE0393
 NE0393'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0393'RAILROAD TRACK AND BED REMOVED IN 1998,1999.  NO SIGN OF RIGH OF WAY
 NE0393'FENCE. EVERTHING HAS BEEN REMOVED. PLANS FOR WALKING TRAIL WHEN RIGHT
 NE0393'OF WAY PURCHASED.
 NE0393
 NE0393                          STATION RECOVERY (2006)
 NE0393
 NE0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0393'FOUND IN GOOD CONDITION AS DESCRIBED
 NE0393
 NE0393                          STATION RECOVERY (2013)
 NE0393
 NE0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (SJS)
 NE0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0343 ***********************************************************************
 OJ0343  DESIGNATION -  280 1/2
 OJ0343  PID         -  OJ0343
 OJ0343  STATE/COUNTY-  MI/GENESEE
 OJ0343  COUNTRY     -  US
 OJ0343  USGS QUAD   -  ELBA (2017)
 OJ0343
 OJ0343                         *CURRENT SURVEY CONTROL
 OJ0343  ______________________________________________________________________
 OJ0343* NAD 83(1986) POSITION- 43 01 55.     (N) 083 29 35.     (W)   SCALED
 OJ0343* NAVD 88 ORTHO HEIGHT -   247.099 (meters)      810.69  (feet) ADJUSTED
 OJ0343  ______________________________________________________________________
 OJ0343  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 OJ0343  DYNAMIC HEIGHT  -        247.033 (meters)      810.47  (feet) COMP
 OJ0343  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 OJ0343
 OJ0343  VERT ORDER      -  SECOND    CLASS 0
 OJ0343
 OJ0343.The horizontal coordinates were scaled from a map and have
 OJ0343.an estimated accuracy of +/- 6 seconds.
 OJ0343
 OJ0343.The orthometric height was determined by differential leveling and
 OJ0343.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0343.in June 1991.
 OJ0343
 OJ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0343.GEOID18 height accuracy estimate available here.
 OJ0343
 OJ0343.Click photographs - Photos may exist for this station.
 OJ0343
 OJ0343.The dynamic height is computed by dividing the NAVD 88
 OJ0343.geopotential number by the normal gravity value computed on the
 OJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0343.degrees latitude (g = 980.6199 gals.).
 OJ0343
 OJ0343.The modeled gravity was interpolated from observed gravity values.
 OJ0343
 OJ0343;                    North         East    Units  Estimated Accuracy
 OJ0343;SPC MI S     -   170,530.    4,071,190.      MT  (+/- 180 meters Scaled)
 OJ0343
 OJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH968673(NAD 83)
 OJ0343
 OJ0343                          SUPERSEDED SURVEY CONTROL
 OJ0343
 OJ0343  NGVD 29 (??/??/92)  247.244  (m)          811.17   (f) ADJ UNCH    2 0
 OJ0343
 OJ0343.Superseded values are not recommended for survey control.
 OJ0343
 OJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0343.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0343
 OJ0343_MARKER: B = BOLT
 OJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0343_STAMPING: 280-1/2
 OJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0343+STABILITY: SURFACE MOTION
 OJ0343
 OJ0343  HISTORY     - Date     Condition        Report By
 OJ0343  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0343  HISTORY     - 1934     GOOD             CGS
 OJ0343  HISTORY     - 20121211 MARK NOT FOUND   WILCOX
 OJ0343
 OJ0343                          STATION DESCRIPTION
 OJ0343
 OJ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0343'1.3 MI E FROM DAVISON.
 OJ0343'1.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0343'STATION AT DAVISON, GENESEE COUNTY, 0.5 MILES EAST OF MILEPOST
 OJ0343'C 280, 0.2 MILE WEST OF A ROAD CROSSING, 13 YARDS NORTH OF THE
 OJ0343'NORTH RAIL, AND 1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 OJ0343'COPPER BOLT, STAMPED 280-1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0343'POST.
 OJ0343
 OJ0343                          STATION RECOVERY (2012)
 OJ0343
 OJ0343'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2012 (GS)
 OJ0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0605 ***********************************************************************
 PL0605  DESIGNATION -  28101
 PL0605  PID         -  PL0605
 PL0605  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0605  COUNTRY     -  US
 PL0605  USGS QUAD   -  WALTON (2017)
 PL0605
 PL0605                         *CURRENT SURVEY CONTROL
 PL0605  ______________________________________________________________________
 PL0605* NAD 83(1994) POSITION- 44 31 26.21052(N) 085 23 26.26413(W)   ADJUSTED
 PL0605* NAD 83(1994) ELLIP HT-   283.935 (meters)        (02/03/97)   ADJUSTED
 PL0605* NAVD 88 ORTHO HEIGHT -   317.6   (meters)     1042.    (feet) GPS OBS
 PL0605  ______________________________________________________________________
 PL0605  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0605  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 PL0605  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 PL0605  NAD 83(1994) X  -    366,052.318 (meters)                     COMP
 PL0605  NAD 83(1994) Y  - -4,540,312.936 (meters)                     COMP
 PL0605  NAD 83(1994) Z  -  4,449,984.917 (meters)                     COMP
 PL0605  LAPLACE CORR    -          3.81  (seconds)                    DEFLEC18
 PL0605  HORZ ORDER      -  FIRST
 PL0605  ELLP ORDER      -  FOURTH    CLASS I
 PL0605
 PL0605.The horizontal coordinates were established by GPS observations
 PL0605.and adjusted by the National Geodetic Survey in February 1997.
 PL0605
 PL0605.The orthometric height was determined by GPS observations and a
 PL0605.high-resolution geoid model.
 PL0605
 PL0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0605.GEOID18 height accuracy estimate available here.
 PL0605
 PL0605.Click photographs - Photos may exist for this station.
 PL0605
 PL0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0605
 PL0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0605
 PL0605.The ellipsoidal height was determined by GPS observations
 PL0605.and is referenced to NAD 83.
 PL0605
 PL0605. The following values were computed from the NAD 83(1994) position.
 PL0605
 PL0605;                    North         East     Units Scale Factor Converg.
 PL0605;SPC MI C     -   134,667.490 5,918,605.171   MT  0.99993934   -0 43 24.0
 PL0605;SPC MI C     -   441,822.47 19,417,995.97   iFT  0.99993934   -0 43 24.0
 PL0605;UTM  16      - 4,931,328.828   627,889.305   MT  0.99980114   +1 07 43.2
 PL0605
 PL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0605!SPC MI C     -   0.99995548  x   0.99993934  =   0.99989482
 PL0605!UTM  16      -   0.99995548  x   0.99980114  =   0.99975663
 PL0605
 PL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2788931328(NAD 83)
 PL0605
 PL0605                          SUPERSEDED SURVEY CONTROL
 PL0605
 PL0605  NAD 83(1986)-  44 31 26.20796(N)    085 23 26.26389(W) AD(       ) 1
 PL0605
 PL0605.Superseded values are not recommended for survey control.
 PL0605
 PL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0605.See file dsdata.pdf to determine how the superseded data were derived.
 PL0605
 PL0605_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0605_STAMPING: 28101 1980
 PL0605_MARK LOGO: MIDT
 PL0605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0605+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 PL0605
 PL0605  HISTORY     - Date     Condition        Report By
 PL0605  HISTORY     - 1980     MONUMENTED       MIDT
 PL0605  HISTORY     - 19930421 GOOD
 PL0605  HISTORY     - 19991004 GOOD             USPSQD
 PL0605  HISTORY     - 20060410 GOOD             GEOCAC
 PL0605  HISTORY     - 20110428 GOOD             GOUFRA
 PL0605  HISTORY     - 20250723 GOOD             MIDT
 PL0605
 PL0605                          STATION DESCRIPTION
 PL0605
 PL0605'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 PL0605'STATION IS LOCATED IN QUAD 440851 ON THE WALTON QUADRANGLE MAP.  IT IS
 PL0605'IN THE NORTHWEST 1/4 OF SECTION 34, T-24-N, R-8-W, FIFE LAKE
 PL0605'TOWNSHIP. ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF KINGSLEY, 8 MI
 PL0605'(12.9 KM) NORTH OF MANTON, 4 MI (6.4 KM) SOUTH OF FIFE LAKE, AND ON
 PL0605'HIGHWAY RIGHT-OF-WAY.
 PL0605'STATION IS AT THE JUNCTION OF STATE HIGHWAY M-113 AND UNITED STATES
 PL0605'HIGHWAY 131 NORTH OF MANTON ON EAST SIDE OF HIGHWAY 131 NEAR THE
 PL0605'CENTER OF THE EXTENDED HIGHWAY M-113.
 PL0605'STATION IS 15.9 FT (4.8 M) SOUTH OF REFERENCE MONUMENT NUMBER 1 28101
 PL0605'1980, 25.5 FT (7.8 M) SOUTHWEST OF A UTILITY POLE, 49.1 FT (15.0 M)
 PL0605'SOUTHEAST OF CENTER OF UNITED STATES HIGHWAY 131, 29.3 FT (8.9 M)
 PL0605'NORTHWEST OF A 14 INCH OAK, 4.0 FT (1.2 M) NORTHWEST OF A METAL
 PL0605'WITNESS POST WITH SIGN.
 PL0605
 PL0605                          STATION RECOVERY (1993)
 PL0605
 PL0605'RECOVERED 1993
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (1999)
 PL0605
 PL0605'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (2006)
 PL0605
 PL0605'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (2011)
 PL0605
 PL0605'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TK)
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (2025)
 PL0605
 PL0605'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PL0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0606 ***********************************************************************
 PL0606  DESIGNATION -  28200
 PL0606  PID         -  PL0606
 PL0606  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0606  COUNTRY     -  US
 PL0606  USGS QUAD   -  WALTON (2017)
 PL0606
 PL0606                         *CURRENT SURVEY CONTROL
 PL0606  ______________________________________________________________________
 PL0606* NAD 83(1994) POSITION- 44 32 00.71635(N) 085 22 55.64278(W)   ADJUSTED
 PL0606* NAD 83(1994) ELLIP HT-   287.264 (meters)        (02/03/97)   ADJUSTED
 PL0606* NAVD 88 ORTHO HEIGHT -   320.9   (meters)     1053.    (feet) GPS OBS
 PL0606  ______________________________________________________________________
 PL0606  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0606  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 PL0606  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 PL0606  NAD 83(1994) X  -    366,666.407 (meters)                     COMP
 PL0606  NAD 83(1994) Y  - -4,539,516.377 (meters)                     COMP
 PL0606  NAD 83(1994) Z  -  4,450,746.598 (meters)                     COMP
 PL0606  LAPLACE CORR    -          3.55  (seconds)                    DEFLEC18
 PL0606  HORZ ORDER      -  FIRST
 PL0606  ELLP ORDER      -  FOURTH    CLASS I
 PL0606
 PL0606.The horizontal coordinates were established by GPS observations
 PL0606.and adjusted by the National Geodetic Survey in February 1997.
 PL0606
 PL0606.The orthometric height was determined by GPS observations and a
 PL0606.high-resolution geoid model.
 PL0606
 PL0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0606.GEOID18 height accuracy estimate available here.
 PL0606
 PL0606.Click photographs - Photos may exist for this station.
 PL0606
 PL0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0606
 PL0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0606
 PL0606.The ellipsoidal height was determined by GPS observations
 PL0606.and is referenced to NAD 83.
 PL0606
 PL0606. The following values were computed from the NAD 83(1994) position.
 PL0606
 PL0606;                    North         East     Units Scale Factor Converg.
 PL0606;SPC MI C     -   135,723.946 5,919,294.606   MT  0.99993814   -0 43 02.4
 PL0606;SPC MI C     -   445,288.54 19,420,257.89   iFT  0.99993814   -0 43 02.4
 PL0606;UTM  16      - 4,932,406.866   628,544.147   MT  0.99980320   +1 08 05.3
 PL0606
 PL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0606!SPC MI C     -   0.99995496  x   0.99993814  =   0.99989310
 PL0606!UTM  16      -   0.99995496  x   0.99980320  =   0.99975817
 PL0606
 PL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2854432406(NAD 83)
 PL0606
 PL0606                          SUPERSEDED SURVEY CONTROL
 PL0606
 PL0606  NAD 83(1986)-  44 32 00.71379(N)    085 22 55.64253(W) AD(       ) 1
 PL0606
 PL0606.Superseded values are not recommended for survey control.
 PL0606
 PL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0606.See file dsdata.pdf to determine how the superseded data were derived.
 PL0606
 PL0606_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0606_STAMPING: 28200 1993
 PL0606_MARK LOGO: MIDT
 PL0606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0606+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2011
 PL0606
 PL0606  HISTORY     - Date     Condition        Report By
 PL0606  HISTORY     - 1993     MONUMENTED       MIDT
 PL0606  HISTORY     - 19991004 GOOD             USPSQD
 PL0606  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 PL0606  HISTORY     - 20110428 GOOD             GOUFRA
 PL0606
 PL0606                          STATION DESCRIPTION
 PL0606
 PL0606'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0606'STATION IS LOCATED IN QUAD 440851 ON THE WALTON QUADRANGLE MAP.  IT IS
 PL0606'IN THE SOUTHEAST 1/4 OF SECTION 27, T-24-N, R-8-W, FIFE LAKE
 PL0606'TOWNSHIP. ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF KINGSLEY, ABOUT 8.8 MI
 PL0606'(14.2 KM) NORTH OF MANTON AND ABOUT 3.2 MI (5.1 KM) SOUTH OF FIFE
 PL0606'LAKE.
 PL0606'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0606'HIGHWAY M-113 NORTH OF MANTON, GO NORTH 0.8 MI (1.3 KM) ALONG UNITED
 PL0606'STATES HIGHWAY 131 TO THE STATION ON LEFT.
 PL0606'STATION IS 43.3 FT (13.2 M) SOUTHEAST OF A 16 INCH OAK TREE, 19.6 FT
 PL0606'(6.0 M) NORTH OF A 3 INCH PINE TREE, 43.0 FT (13.1 M) WEST OF THE
 PL0606'CENTER OF UNITED STATES HIGHWAY 131, 218.0 FT (66.4 M) SOUTH OF A
 PL0606'TWO-TRACK DIRT TRAIL AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST
 PL0606'WITH SIGN.
 PL0606
 PL0606                          STATION RECOVERY (1999)
 PL0606
 PL0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0606'RECOVERED IN GOOD CONDITION.
 PL0606
 PL0606                          STATION RECOVERY (2006)
 PL0606
 PL0606'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0606'POSITION RELATIVE TO WITNESS POST WHERE STATION SHOULD BE IS NOW A
 PL0606'SANDY DEPRESSION.  BROKEN REMAINS OF CONCRETE POST NOTED ABOUT 10 FEET
 PL0606'WEST, HOWEVER NO EVIDENCE OF DISK OR MOUNTING HOLE FOUND.
 PL0606
 PL0606                          STATION RECOVERY (2011)
 PL0606
 PL0606'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TK)
 PL0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0607 ***********************************************************************
 PL0607  DESIGNATION -  28201
 PL0607  PID         -  PL0607
 PL0607  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0607  COUNTRY     -  US
 PL0607  USGS QUAD   -  FIFE LAKE (2017)
 PL0607
 PL0607                         *CURRENT SURVEY CONTROL
 PL0607  ______________________________________________________________________
 PL0607* NAD 83(1994) POSITION- 44 35 34.56559(N) 085 20 08.23858(W)   ADJUSTED
 PL0607* NAD 83(1994) ELLIP HT-   293.815 (meters)        (02/03/97)   ADJUSTED
 PL0607* NAVD 88 ORTHO HEIGHT -   327.5   (meters)     1074.    (feet) GPS OBS
 PL0607  ______________________________________________________________________
 PL0607  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0607  GEOID HEIGHT    -        -33.330 (meters)                     GEOID93
 PL0607  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 PL0607  NAD 83(1994) X  -    369,974.252 (meters)                     COMP
 PL0607  NAD 83(1994) Y  - -4,534,605.179 (meters)                     COMP
 PL0607  NAD 83(1994) Z  -  4,455,454.470 (meters)                     COMP
 PL0607  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 PL0607  HORZ ORDER      -  FIRST
 PL0607  ELLP ORDER      -  FOURTH    CLASS I
 PL0607
 PL0607.The horizontal coordinates were established by GPS observations
 PL0607.and adjusted by the National Geodetic Survey in February 1997.
 PL0607
 PL0607.The orthometric height was determined by GPS observations and a
 PL0607.high-resolution geoid model.
 PL0607
 PL0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0607.GEOID18 height accuracy estimate available here.
 PL0607
 PL0607.Click photographs - Photos may exist for this station.
 PL0607
 PL0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0607
 PL0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0607
 PL0607.The ellipsoidal height was determined by GPS observations
 PL0607.and is referenced to NAD 83.
 PL0607
 PL0607. The following values were computed from the NAD 83(1994) position.
 PL0607
 PL0607;                    North         East     Units Scale Factor Converg.
 PL0607;SPC MI C     -   142,278.839 5,923,069.049   MT  0.99993131   -0 41 04.1
 PL0607;SPC MI C     -   466,794.09 19,432,641.24   iFT  0.99993131   -0 41 04.1
 PL0607;UTM  16      - 4,939,079.517   632,104.256   MT  0.99981461   +1 10 07.2
 PL0607
 PL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0607!SPC MI C     -   0.99995393  x   0.99993131  =   0.99988525
 PL0607!UTM  16      -   0.99995393  x   0.99981461  =   0.99976855
 PL0607
 PL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3210439079(NAD 83)
 PL0607
 PL0607                          SUPERSEDED SURVEY CONTROL
 PL0607
 PL0607  NAD 83(1986)-  44 35 34.56267(N)    085 20 08.23989(W) AD(       ) 1
 PL0607
 PL0607.Superseded values are not recommended for survey control.
 PL0607
 PL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0607.See file dsdata.pdf to determine how the superseded data were derived.
 PL0607
 PL0607_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0607_STAMPING: 28201 1993
 PL0607_MARK LOGO: MIDT
 PL0607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0607+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0607
 PL0607  HISTORY     - Date     Condition        Report By
 PL0607  HISTORY     - 1993     MONUMENTED       MIDT
 PL0607  HISTORY     - 19991004 GOOD             USPSQD
 PL0607  HISTORY     - 20060406 GOOD             GEOCAC
 PL0607
 PL0607                          STATION DESCRIPTION
 PL0607
 PL0607'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0607'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0607'IS IN THE NORTHEAST 1/4 OF SECTION 1, T-25-N, R-8-W, FIFE LAKE
 PL0607'TOWNSHIP.  ABOUT 1.7 MI (2.7 KM) NORTHEAST OF FIFE LAKE, ABOUT 4.0 MI
 PL0607'(6.4 KM) SOUTHWEST OF SOUTH BOARDMAN AND ABOUT 18 MI (29.0 KM)
 PL0607'SOUTHEAST OF TRAVERSE CITY.
 PL0607'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0607'HIGHWAY M-186 AT FIFE LAKE, GO NORTH 1.9 MI (3.1 KM) ALONG UNITED
 PL0607'STATES HIGHWAY 131, TO THE STATION ON RIGHT AS DESCRIBED.
 PL0607'STATION IS 59.4 FT (18.1 M) WEST OF A 26 INCH MAPLE TREE, 66.4 FT
 PL0607'(20.2 M) NORTHEAST OF A 6 INCH PINE TREE, 41.0 FT (12.5 M) EAST OF
 PL0607'CENTER OF UNITED STATES HIGHWAY 131, 96.0 FT (29.3 M) WEST OF THE
 PL0607'WEST RAIL OF THE PENNSYLVANIA RAILROAD AND 3.0 FT (0.9 M) SOUTH OF A
 PL0607'METAL WITNESS POST WITH SIGN.
 PL0607
 PL0607                          STATION RECOVERY (1999)
 PL0607
 PL0607'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0607'RECOVERED IN GOOD CONDITION.
 PL0607
 PL0607                          STATION RECOVERY (2006)
 PL0607
 PL0607'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0607'THE 26 INCH MAPLE TREE HAS FALLEN.  (ADD) STATION IS 20.7 METERS (68.0
 PL0607'FEET) NORTHEAST OF A TWIN PINE TREE WITH 10 INCH TRUNKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0340 ***********************************************************************
 OJ0340  DESIGNATION -  286 1/2
 OJ0340  PID         -  OJ0340
 OJ0340  STATE/COUNTY-  MI/LAPEER
 OJ0340  COUNTRY     -  US
 OJ0340  USGS QUAD   -  LAPEER (2017)
 OJ0340
 OJ0340                         *CURRENT SURVEY CONTROL
 OJ0340  ______________________________________________________________________
 OJ0340* NAD 83(1986) POSITION- 43 02 19.     (N) 083 22 28.     (W)   SCALED
 OJ0340* NAVD 88 ORTHO HEIGHT -   265.051 (meters)      869.59  (feet) ADJUSTED
 OJ0340  ______________________________________________________________________
 OJ0340  GEOID HEIGHT    -        -34.439 (meters)                     GEOID18
 OJ0340  DYNAMIC HEIGHT  -        264.980 (meters)      869.36  (feet) COMP
 OJ0340  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 OJ0340
 OJ0340  VERT ORDER      -  SECOND    CLASS 0
 OJ0340
 OJ0340.The horizontal coordinates were scaled from a map and have
 OJ0340.an estimated accuracy of +/- 6 seconds.
 OJ0340
 OJ0340.The orthometric height was determined by differential leveling and
 OJ0340.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0340.in June 1991.
 OJ0340
 OJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0340.GEOID18 height accuracy estimate available here.
 OJ0340
 OJ0340.Click photographs - Photos may exist for this station.
 OJ0340
 OJ0340.The dynamic height is computed by dividing the NAVD 88
 OJ0340.geopotential number by the normal gravity value computed on the
 OJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0340.degrees latitude (g = 980.6199 gals.).
 OJ0340
 OJ0340.The modeled gravity was interpolated from observed gravity values.
 OJ0340
 OJ0340;                    North         East    Units  Estimated Accuracy
 OJ0340;SPC MI S     -   171,380.    4,080,850.      MT  (+/- 180 meters Scaled)
 OJ0340
 OJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH065678(NAD 83)
 OJ0340
 OJ0340                          SUPERSEDED SURVEY CONTROL
 OJ0340
 OJ0340  NGVD 29 (??/??/92)  265.189  (m)          870.04   (f) ADJ UNCH    2 0
 OJ0340
 OJ0340.Superseded values are not recommended for survey control.
 OJ0340
 OJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0340
 OJ0340_MARKER: B = BOLT
 OJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0340+STABILITY: SURFACE MOTION
 OJ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0340+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 OJ0340
 OJ0340  HISTORY     - Date     Condition        Report By
 OJ0340  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0340  HISTORY     - 1934     GOOD             CGS
 OJ0340  HISTORY     - 20060315 GOOD             ROWEIN
 OJ0340
 OJ0340                          STATION DESCRIPTION
 OJ0340
 OJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0340'3.5 MI W FROM LAPEER.
 OJ0340'3.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0340'STATION AT LAPEER, LAPEER COUNTY, 0.5 MILE WEST OF MILEPOST
 OJ0340'C 287, 175 YARDS EAST OF AN OVERHEAD HIGHWAY BRIDGE, 14 YARDS
 OJ0340'SOUTH OF THE SOUTH RAIL, AND 6 INCHES HIGHER THAN THE TOP OF
 OJ0340'THE RAIL.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
 OJ0340
 OJ0340                          STATION RECOVERY (2006)
 OJ0340
 OJ0340'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 OJ0340'MILEPOST C 287 IS GONE.  BRIDGE IS NEW BUT PREVIOUSLY DESCRIBED
 OJ0340'DISTANCES ARE STILL GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0230 ***********************************************************************
 RJ0230  DESIGNATION -  29
 RJ0230  PID         -  RJ0230
 RJ0230  STATE/COUNTY-  MI/CHIPPEWA
 RJ0230  COUNTRY     -  US
 RJ0230  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0230
 RJ0230                         *CURRENT SURVEY CONTROL
 RJ0230  ______________________________________________________________________
 RJ0230* NAD 83(1986) POSITION- 46 29 06.     (N) 084 13 00.     (W)   SCALED
 RJ0230* NAVD 88 ORTHO HEIGHT -   234.772 (meters)      770.25  (feet) ADJUSTED
 RJ0230  ______________________________________________________________________
 RJ0230  GEOID HEIGHT    -        -36.717 (meters)                     GEOID18
 RJ0230  DYNAMIC HEIGHT  -        234.785 (meters)      770.29  (feet) COMP
 RJ0230  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0230
 RJ0230  VERT ORDER      -  FIRST     CLASS 0
 RJ0230
 RJ0230.The horizontal coordinates were scaled from a map and have
 RJ0230.an estimated accuracy of +/- 6 seconds.
 RJ0230
 RJ0230.The orthometric height was determined by differential leveling and
 RJ0230.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0230.in June 1991.
 RJ0230
 RJ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0230.GEOID18 height accuracy estimate available here.
 RJ0230
 RJ0230.Click photographs - Photos may exist for this station.
 RJ0230
 RJ0230.The dynamic height is computed by dividing the NAVD 88
 RJ0230.geopotential number by the normal gravity value computed on the
 RJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0230.degrees latitude (g = 980.6199 gals.).
 RJ0230
 RJ0230.The modeled gravity was interpolated from observed gravity values.
 RJ0230
 RJ0230;                    North         East    Units  Estimated Accuracy
 RJ0230;SPC MI N     -   192,880.    8,213,650.      MT  (+/- 180 meters Scaled)
 RJ0230
 RJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136517(NAD 83)
 RJ0230
 RJ0230                          SUPERSEDED SURVEY CONTROL
 RJ0230
 RJ0230.No superseded survey control is available for this station.
 RJ0230
 RJ0230_MARKER: I = METAL ROD
 RJ0230_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0230+WITH SETTING: INFORMATION.
 RJ0230_PROJECTION: FLUSH
 RJ0230_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0230_ROD/PIPE-DEPTH: 2.4 meters
 RJ0230
 RJ0230  HISTORY     - Date     Condition        Report By
 RJ0230  HISTORY     - 1969     MONUMENTED       USLS
 RJ0230  HISTORY     - 1969     GOOD             USLS
 RJ0230  HISTORY     - 1983     GOOD             NGS
 RJ0230
 RJ0230                          STATION DESCRIPTION
 RJ0230
 RJ0230'DESCRIBED BY US LAKE SURVEY 1969
 RJ0230'AT SUGAR ISLAND.
 RJ0230'29 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0230'DOCK PROCEED 3.9 MILES EAST ON PAVED ROAD TO NORTHEAST CORNER
 RJ0230'OF T-INTERSECTION, 55 FEET EAST OF CENTERLINE OF NORTH BOUND
 RJ0230'ROAD, 32 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 4.0 FEET
 RJ0230'WEST OF UTILITY POLE NO. SU I-27-29, 1/4-FOOT BELOW THE GROUND
 RJ0230'SURFACE, BEING HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD,
 RJ0230'8 FEET LONG.
 RJ0230
 RJ0230                          STATION RECOVERY (1983)
 RJ0230
 RJ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9
 RJ0230'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0230'SUGAR ISLAND, AT THE JUNCTION OF BRASSER ROAD LEADING NORTH,
 RJ0230'16.8 METERS (55.0 FT) EAST OF THE CENTER OF BRASSER ROAD, 9.8 METERS
 RJ0230'(32.0 FT) NORTH OF THE CENTERLINE OF 1 1/2 MILE  ROAD, AND 1.2 METERS
 RJ0230'(4.0 FT) WEST OF UTILITY POLE NUMBER SUI 27-29.
 RJ0230'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 RJ0230'THE MARK IS 0.60 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0820 ***********************************************************************
 RJ0820  DESIGNATION -  29
 RJ0820  PID         -  RJ0820
 RJ0820  STATE/COUNTY-  MI/CHIPPEWA
 RJ0820  COUNTRY     -  US
 RJ0820  USGS QUAD   -  PAYMENT (2017)
 RJ0820
 RJ0820                         *CURRENT SURVEY CONTROL
 RJ0820  ______________________________________________________________________
 RJ0820* NAD 83(1994) POSITION- 46 30 05.12376(N) 084 14 57.88087(W)   ADJUSTED
 RJ0820* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0820  ______________________________________________________________________
 RJ0820  GEOID HEIGHT    -        -36.723 (meters)                     GEOID18
 RJ0820  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 RJ0820  HORZ ORDER      -  THIRD
 RJ0820
 RJ0820.The horizontal coordinates were established by classical geodetic methods
 RJ0820.and adjusted by the National Geodetic Survey in February 1997.
 RJ0820
 RJ0820.The orthometric height was scaled from a topographic map.
 RJ0820
 RJ0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0820.GEOID18 height accuracy estimate available here.
 RJ0820
 RJ0820.Click photographs - Photos may exist for this station.
 RJ0820
 RJ0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0820
 RJ0820. The following values were computed from the NAD 83(1994) position.
 RJ0820
 RJ0820;                    North         East     Units Scale Factor Converg.
 RJ0820;SPC MI N     -   194,618.790 8,211,075.430   MT  0.99990993   +1 59 17.2
 RJ0820;SPC MI N     -   638,513.09 26,939,223.85   iFT  0.99990993   +1 59 17.2
 RJ0820;SPC MI C     -   353,943.078 6,009,003.147   MT  1.00028473   +0 04 58.2
 RJ0820;SPC MI C     - 1,161,230.57 19,714,577.25   iFT  1.00028473   +0 04 58.2
 RJ0820;UTM  16      - 5,153,437.637   711,048.200   MT  1.00014753   +1 59 45.6
 RJ0820
 RJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0820!SPC MI N     -   0.99997817  x   0.99990993  =   0.99988810
 RJ0820!SPC MI C     -   0.99997817  x   1.00028473  =   1.00026289
 RJ0820!UTM  16      -   0.99997817  x   1.00014753  =   1.00012569
 RJ0820
 RJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1104853437(NAD 83)
 RJ0820
 RJ0820                          SUPERSEDED SURVEY CONTROL
 RJ0820
 RJ0820  NAD 83(1986)-  46 30 05.10988(N)    084 14 57.89870(W) AD(       ) 3
 RJ0820  NAD 27      -  46 30 05.03400(N)    084 14 57.76400(W) AD(       ) 3
 RJ0820  USSD        -  46 30 05.76000(N)    084 14 56.98000(W) AD(       ) 3
 RJ0820
 RJ0820.Superseded values are not recommended for survey control.
 RJ0820
 RJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0820.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0820
 RJ0820_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0820_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0820_MARK LOGO: IBC
 RJ0820_PROJECTION: FLUSH
 RJ0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0820
 RJ0820  HISTORY     - Date     Condition        Report By
 RJ0820  HISTORY     - 1895     MONUMENTED       USLS
 RJ0820  HISTORY     - 1943     GOOD             IBC
 RJ0820  HISTORY     - 1958     GOOD             IBC
 RJ0820
 RJ0820                          STATION DESCRIPTION
 RJ0820
 RJ0820'DESCRIBED BY US LAKE SURVEY 1895
 RJ0820'ON SUGAR ISLAND, 2-1/2 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0820'SLOPE OF BARE GROUND ON CASS POINT.
 RJ0820'
 RJ0820'MARK IS FLAT LIMESTONE SET 2 FEET UNDERGROUND WITH 3/4 INCH DRILL
 RJ0820'HOLE 1-1/2 INCHES DEEP AS CENTER MARK.  IT IS INSCRIBED BY TRIANGLE
 RJ0820'FOLLOWED BY---XXIX---CUT IN SURFACE OF STONE.  THIS MARK WAS
 RJ0820'ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0820
 RJ0820                          STATION RECOVERY (1943)
 RJ0820
 RJ0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0820'IN 1943 IT WAS SE OF OLD WRECKED RIVER BOAT (WHICH IS 40 FEET
 RJ0820'OFFSHORE), AND ABOUT 25 FEET BACK FROM AND 4 FEET ABOVE HIGH - WATER
 RJ0820'MARK.
 RJ0820'
 RJ0820'STATION MARK IS A STANDARD I B C STATION MARK SET IN TOP OF CYLINDER
 RJ0820'OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET FLUSH WITH
 RJ0820'GROUND.  SUBSURFACE MARK IS ORIGINAL FLAT LIMESTONE SET 2 FEET
 RJ0820'UNDERGROUND WITH 3/4 INCH DRILL HOLE 1-1/2 INCHES DEEP AS CENTER
 RJ0820'MARK.  IT IS INSCRIBED BY TRIANGLE FOLLOWED BY---XXIX---CUT IN
 RJ0820'SURFACE OF STONE.
 RJ0820'
 RJ0820'STATION CASS 1943 IS 37.55 FEET FROM STATION, N 12 DEG 05 MIN E.
 RJ0820
 RJ0820                          STATION RECOVERY (1958)
 RJ0820
 RJ0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0820'MARK IS 4.5 FEET EAST OF ELECTRIC LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0391 ***********************************************************************
 NE0391  DESIGNATION -  29 1/2
 NE0391  PID         -  NE0391
 NE0391  STATE/COUNTY-  MI/OAKLAND
 NE0391  COUNTRY     -  US
 NE0391  USGS QUAD   -  ROCHESTER (2017)
 NE0391
 NE0391                         *CURRENT SURVEY CONTROL
 NE0391  ______________________________________________________________________
 NE0391* NAD 83(1986) POSITION- 42 38 47.     (N) 083 10 57.     (W)   SCALED
 NE0391* NAVD 88 ORTHO HEIGHT -   250.875 (meters)      823.08  (feet) ADJUSTED
 NE0391  ______________________________________________________________________
 NE0391  GEOID HEIGHT    -        -34.475 (meters)                     GEOID18
 NE0391  DYNAMIC HEIGHT  -        250.800 (meters)      822.83  (feet) COMP
 NE0391  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 NE0391
 NE0391  VERT ORDER      -  SECOND    CLASS 0
 NE0391
 NE0391.The horizontal coordinates were scaled from a map and have
 NE0391.an estimated accuracy of +/- 6 seconds.
 NE0391
 NE0391.The orthometric height was determined by differential leveling and
 NE0391.adjusted by the NATIONAL GEODETIC SURVEY
 NE0391.in June 1991.
 NE0391
 NE0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0391.GEOID18 height accuracy estimate available here.
 NE0391
 NE0391.Click photographs - Photos may exist for this station.
 NE0391
 NE0391.The dynamic height is computed by dividing the NAVD 88
 NE0391.geopotential number by the normal gravity value computed on the
 NE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0391.degrees latitude (g = 980.6199 gals.).
 NE0391
 NE0391.The modeled gravity was interpolated from observed gravity values.
 NE0391
 NE0391;                    North         East    Units  Estimated Accuracy
 NE0391;SPC MI S     -   128,020.    4,097,100.      MT  (+/- 180 meters Scaled)
 NE0391
 NE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH210238(NAD 83)
 NE0391
 NE0391                          SUPERSEDED SURVEY CONTROL
 NE0391
 NE0391  NGVD 29 (??/??/92)  251.001  (m)          823.49   (f) ADJ UNCH    2 0
 NE0391
 NE0391.Superseded values are not recommended for survey control.
 NE0391
 NE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0391.See file dsdata.pdf to determine how the superseded data were derived.
 NE0391
 NE0391_MARKER: B = BOLT
 NE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0391_STAMPING: 29-1/2
 NE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0391+STABILITY: SURFACE MOTION
 NE0391
 NE0391  HISTORY     - Date     Condition        Report By
 NE0391  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0391  HISTORY     - 1934     GOOD             CGS
 NE0391  HISTORY     - 20010731 MARK NOT FOUND   LOCSUR
 NE0391  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0391
 NE0391                          STATION DESCRIPTION
 NE0391
 NE0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0391'2.1 MI NE FROM AMY.
 NE0391'2.1 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0391'THE STATION AT AMY, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0391'R 30, 50 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 307,
 NE0391'13 YARDS NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NE0391'FENCE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT,
 NE0391'STAMPED 29-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0391
 NE0391                          STATION RECOVERY (2001)
 NE0391
 NE0391'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0391'MARK NOT FOUND.
 NE0391
 NE0391                          STATION RECOVERY (2002)
 NE0391
 NE0391'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0391'RAILROAD TRACK AND BED REMOVED IN 1998,1999.  NO SIGN OF RIGH OF WAY
 NE0391'FENCE. EVERTHING HAS BEEN REMOVED. PLANS FOR WALKING TRAIL WHEN RIGHT
 NE0391'OF WAY PURCHASED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0130 ***********************************************************************
 QJ0130  DESIGNATION -  29 RMC
 QJ0130  PID         -  QJ0130
 QJ0130  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0130  COUNTRY     -  US
 QJ0130  USGS QUAD   -  LONG LAKE WEST (2017)
 QJ0130
 QJ0130                         *CURRENT SURVEY CONTROL
 QJ0130  ______________________________________________________________________
 QJ0130* NAD 83(2011) POSITION- 45 14 06.05970(N) 083 35 56.25227(W)   ADJUSTED
 QJ0130* NAD 83(2011) ELLIP HT-   179.275 (meters)        (06/27/12)   ADJUSTED
 QJ0130* NAD 83(2011) EPOCH   -  2010.00
 QJ0130* NAVD 88 ORTHO HEIGHT -   215.978 (meters)      708.59  (feet) ADJUSTED
 QJ0130  ______________________________________________________________________
 QJ0130  GEOID HEIGHT    -        -36.707 (meters)                     GEOID18
 QJ0130  NAD 83(2011) X  -    501,603.467 (meters)                     COMP
 QJ0130  NAD 83(2011) Y  - -4,471,162.277 (meters)                     COMP
 QJ0130  NAD 83(2011) Z  -  4,505,906.228 (meters)                     COMP
 QJ0130  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 QJ0130  DYNAMIC HEIGHT  -        215.964 (meters)      708.54  (feet) COMP
 QJ0130  MODELED GRAVITY -    980,548.7   (mgal)                       NAVD 88
 QJ0130
 QJ0130  VERT ORDER      -  FIRST     CLASS II
 QJ0130
 QJ0130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0130  Standards:
 QJ0130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0130  -------------------------------------------------------------------
 QJ0130  NETWORK    0.36   0.80           0.16   0.13   0.41      0.05084911
 QJ0130  -------------------------------------------------------------------
 QJ0130  Click here for local accuracies and other accuracy information.
 QJ0130
 QJ0130.The horizontal coordinates were established by GPS observations
 QJ0130.and adjusted by the National Geodetic Survey in June 2012.
 QJ0130
 QJ0130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0130.been affixed to the stable North American tectonic plate. See 
 QJ0130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0130
 QJ0130.The horizontal coordinates are valid at the epoch date displayed above
 QJ0130.which is a decimal equivalence of Year/Month/Day.
 QJ0130
 QJ0130.The orthometric height was determined by differential leveling and
 QJ0130.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0130.in June 1991.
 QJ0130
 QJ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0130.GEOID18 height accuracy estimate available here.
 QJ0130
 QJ0130.Click photographs - Photos may exist for this station.
 QJ0130
 QJ0130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0130
 QJ0130.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0130
 QJ0130.The ellipsoidal height was determined by GPS observations
 QJ0130.and is referenced to NAD 83.
 QJ0130
 QJ0130.The dynamic height is computed by dividing the NAVD 88
 QJ0130.geopotential number by the normal gravity value computed on the
 QJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0130.degrees latitude (g = 980.6199 gals.).
 QJ0130
 QJ0130.The modeled gravity was interpolated from observed gravity values.
 QJ0130
 QJ0130. The following values were computed from the NAD 83(2011) position.
 QJ0130
 QJ0130;                    North         East     Units Scale Factor Converg.
 QJ0130;SPC MI C     -   213,453.336 6,060,277.974   MT  0.99992564   +0 32 32.3
 QJ0130;SPC MI C     -   700,306.22 19,882,801.75   iFT  0.99992564   +0 32 32.3
 QJ0130;UTM  17      - 5,012,344.407   296,001.876   MT  1.00011171   -1 50 45.2
 QJ0130
 QJ0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0130!SPC MI C     -   0.99997189  x   0.99992564  =   0.99989754
 QJ0130!UTM  17      -   0.99997189  x   1.00011171  =   1.00008360
 QJ0130
 QJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9600112344(NAD 83)
 QJ0130
 QJ0130                          SUPERSEDED SURVEY CONTROL
 QJ0130
 QJ0130  NAD 83(2007)-  45 14 06.06002(N)    083 35 56.25306(W) AD(2002.00) 1
 QJ0130  ELLIP H (09/24/08)  179.270  (m)                       GP(2002.00) 3 1
 QJ0130  NAVD 88             215.98   (m)          708.6    (f) LEVELING    3  
 QJ0130
 QJ0130.Superseded values are not recommended for survey control.
 QJ0130
 QJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0130.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0130
 QJ0130_MARKER: DD = SURVEY DISK
 QJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0130_STAMPING: 29 RMC 1956
 QJ0130_MARK LOGO: USGS
 QJ0130_PROJECTION: FLUSH
 QJ0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0130+STABILITY: SURFACE MOTION
 QJ0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0130+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 QJ0130
 QJ0130  HISTORY     - Date     Condition        Report By
 QJ0130  HISTORY     - 1956     MONUMENTED       USGS
 QJ0130  HISTORY     - 1983     GOOD             NGS
 QJ0130  HISTORY     - 20040809 GOOD             USPSQD
 QJ0130  HISTORY     - 20060130 GOOD             MIDT
 QJ0130  HISTORY     - 20060719 GOOD             MIDT
 QJ0130
 QJ0130                          STATION DESCRIPTION
 QJ0130
 QJ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0130'37.3 KM (23.2 MI) SE FROM ROGERS CITY.
 QJ0130'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0130'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0130'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0130'ALONG GRAND LAKE HIGHWAY, THENCE 4.7 KM (2.95 M) SOUTH ALONG BOLTON
 QJ0130'ROAD, AT THE EAST-NORTHEAST CORNER OF A HAY FIELD, 0.2 KM (0.1 MI)
 QJ0130'NORTH OF CLINTON LAKE ROAD LEADING WEST, 7.01 METERS (23.0 FT) WEST OF
 QJ0130'THE CENTER OF BOLTON ROAD, 14.63 METERS (48.0 FT) SOUTH-SOUTHEAST OF
 QJ0130'POWERLINE POLE NUMBER PS 3 1914 WITH A SMALL TRANSFORMER, AND
 QJ0130'3.10 METERS (10.2 FT) EAST OF A POINT DIRECTLY UNDER A 2-WIRE
 QJ0130'POWERLINE.
 QJ0130'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 QJ0130'THE MARK IS 0.15 M BELOW BOLTON ROAD.
 QJ0130
 QJ0130                          STATION RECOVERY (2004)
 QJ0130
 QJ0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0130'RECOVERED IN GOOD CONDITION.
 QJ0130
 QJ0130                          STATION RECOVERY (2006)
 QJ0130
 QJ0130'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0130'RECOVERED AS DESCRIBED,
 QJ0130'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0130'SCALE FACTOR     0.99989753
 QJ0130'QJ0130  45 14  6.060079 N    83 35 56.254375 W    179.289
 QJ0130'METER       213453.3475         6060277.9276       215.977  -36.688
 QJ0130'STANDARD DEVIATION N E Z   0.0038   0.0038   0.0000
 QJ0130'INT. FT.     700306.2583        19882801.5999      708.586 -120.367
 QJ0130'STANDARD DEVIATION N E Z   0.0125   0.0124   0.0000
 QJ0130
 QJ0130                          STATION RECOVERY (2006)
 QJ0130
 QJ0130'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AS)
 QJ0130'MARK IS PROTRUDING 25 CM (10 INCHES) ABOVE GROUND SURFACE. RECOVERED
 QJ0130'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0036 ***********************************************************************
 RH0036  DESIGNATION -  293
 RH0036  PID         -  RH0036
 RH0036  STATE/COUNTY-  MI/CHIPPEWA
 RH0036  COUNTRY     -  US
 RH0036  USGS QUAD   -  BURNT ISLAND (2017)
 RH0036
 RH0036                         *CURRENT SURVEY CONTROL
 RH0036  ______________________________________________________________________
 RH0036* NAD 83(1994) POSITION- 46 06 32.09142(N) 083 48 52.75359(W)   ADJUSTED
 RH0036* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0036  ______________________________________________________________________
 RH0036  GEOID HEIGHT    -        -36.857 (meters)                     GEOID18
 RH0036  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 RH0036  HORZ ORDER      -  THIRD
 RH0036
 RH0036.The horizontal coordinates were established by classical geodetic methods
 RH0036.and adjusted by the National Geodetic Survey in February 1997.
 RH0036
 RH0036.The orthometric height was scaled from a topographic map.
 RH0036
 RH0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0036.GEOID18 height accuracy estimate available here.
 RH0036
 RH0036.Click photographs - Photos may exist for this station.
 RH0036
 RH0036.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0036
 RH0036. The following values were computed from the NAD 83(1994) position.
 RH0036
 RH0036;                    North         East     Units Scale Factor Converg.
 RH0036;SPC MI N     -   152,277.015 8,246,173.814   MT  0.99990755   +2 18 08.4
 RH0036;SPC MI N     -   499,596.51 27,054,376.03   iFT  0.99990755   +2 18 08.4
 RH0036;SPC MI C     -   310,442.919 6,042,681.570   MT  1.00012038   +0 23 23.8
 RH0036;SPC MI C     - 1,018,513.51 19,825,070.77   iFT  1.00012038   +0 23 23.8
 RH0036;UTM  17      - 5,110,000.511   282,486.148   MT  1.00018165   -2 01 45.1
 RH0036
 RH0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0036!SPC MI N     -   0.99997820  x   0.99990755  =   0.99988575
 RH0036!SPC MI C     -   0.99997820  x   1.00012038  =   1.00009858
 RH0036!UTM  17      -   0.99997820  x   1.00018165  =   1.00015985
 RH0036
 RH0036:                Primary Azimuth Mark                     Grid Az
 RH0036:SPC MI N     -  230 USLS 1894                            359 08 57.8
 RH0036:SPC MI C     -  230 USLS 1894                            001 03 42.4
 RH0036:UTM  17      -  230 USLS 1894                            003 28 51.3
 RH0036
 RH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8248610000(NAD 83)
 RH0036
 RH0036|---------------------------------------------------------------------|
 RH0036| PID    Reference Object                     Distance      Geod. Az  |
 RH0036|                                                           dddmmss.s |
 RH0036| RH0030 230 USLS 1894                       APPROX. 2.3 KM 0012706.2 |
 RH0036|---------------------------------------------------------------------|
 RH0036
 RH0036                          SUPERSEDED SURVEY CONTROL
 RH0036
 RH0036  NAD 83(1986)-  46 06 32.07574(N)    083 48 52.74811(W) AD(       ) 3
 RH0036  NAD 27      -  46 06 32.00800(N)    083 48 52.71400(W) AD(       ) 3
 RH0036  USSD        -  46 06 32.76000(N)    083 48 51.87000(W) AD(       ) 3
 RH0036
 RH0036.Superseded values are not recommended for survey control.
 RH0036
 RH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0036.See file dsdata.pdf to determine how the superseded data were derived.
 RH0036
 RH0036_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0036_STAMPING: 293
 RH0036_MARK LOGO: USLS
 RH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0036+STABILITY: SURFACE MOTION
 RH0036
 RH0036  HISTORY     - Date     Condition        Report By
 RH0036  HISTORY     - 1896     MONUMENTED       USLS
 RH0036  HISTORY     - 1958     GOOD             IBC
 RH0036
 RH0036                          STATION DESCRIPTION
 RH0036
 RH0036'DESCRIBED BY US LAKE SURVEY 1896
 RH0036'ON THE MOST PROMINENT POINT ON THE N SHORE OF THE CENTRAL PART OF
 RH0036'BURNT ISLAND. ON THE ROCKY BEACH BEACH AT THE EDGE OF THE BUSHES.
 RH0036'
 RH0036'STATION MARK--THE OLD STATION MARK IS A DRILL HOLE IN A ROCK ON THE
 RH0036'BEACH.  IT IS NOW ALSO MARKED BY A U S L S STANDARD BRONZE DISK
 RH0036'WITH A CROSS AND---293---ON ITS TOP IN A 6-INCH CONCRETE CYLINDER
 RH0036'SET UPRIGHT OVER THE STATION IN A CAIRN OVER 3 FEET HIGH AND VISIBLE
 RH0036'SEVERAL HUNDRED FEET AWAY.
 RH0036
 RH0036                          STATION RECOVERY (1958)
 RH0036
 RH0036'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0036'RECOVERED IN GOOD CONDITION.  CAIRN REBUILT AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0035 ***********************************************************************
 RH0035  DESIGNATION -  295
 RH0035  PID         -  RH0035
 RH0035  STATE/COUNTY-  MI/CHIPPEWA
 RH0035  COUNTRY     -  US
 RH0035  USGS QUAD   -  BURNT ISLAND (2017)
 RH0035
 RH0035                         *CURRENT SURVEY CONTROL
 RH0035  ______________________________________________________________________
 RH0035* NAD 83(1994) POSITION- 46 06 26.27035(N) 083 47 33.02739(W)   ADJUSTED
 RH0035* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0035  ______________________________________________________________________
 RH0035  GEOID HEIGHT    -        -36.880 (meters)                     GEOID18
 RH0035  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 RH0035  HORZ ORDER      -  THIRD
 RH0035
 RH0035.The horizontal coordinates were established by classical geodetic methods
 RH0035.and adjusted by the National Geodetic Survey in February 1997.
 RH0035
 RH0035.The orthometric height was scaled from a topographic map.
 RH0035
 RH0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0035.GEOID18 height accuracy estimate available here.
 RH0035
 RH0035.Click photographs - Photos may exist for this station.
 RH0035
 RH0035.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0035
 RH0035. The following values were computed from the NAD 83(1994) position.
 RH0035
 RH0035;                    North         East     Units Scale Factor Converg.
 RH0035;SPC MI N     -   152,166.462 8,247,891.680   MT  0.99990764   +2 19 06.0
 RH0035;SPC MI N     -   499,233.80 27,060,012.07   iFT  0.99990764   +2 19 06.0
 RH0035;SPC MI C     -   310,275.059 6,044,395.154   MT  1.00011980   +0 24 20.1
 RH0035;SPC MI C     - 1,017,962.79 19,830,692.76   iFT  1.00011980   +0 24 20.1
 RH0035;UTM  17      - 5,109,760.462   284,191.217   MT  1.00017257   -2 00 47.4
 RH0035
 RH0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0035!SPC MI N     -   0.99997821  x   0.99990764  =   0.99988585
 RH0035!SPC MI C     -   0.99997821  x   1.00011980  =   1.00009800
 RH0035!UTM  17      -   0.99997821  x   1.00017257  =   1.00015077
 RH0035
 RH0035:                Primary Azimuth Mark                     Grid Az
 RH0035:SPC MI N     -  293                                      273 40 55.9
 RH0035:SPC MI C     -  293                                      275 35 41.8
 RH0035:UTM  17      -  293                                      278 00 49.3
 RH0035
 RH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8419109760(NAD 83)
 RH0035
 RH0035|---------------------------------------------------------------------|
 RH0035| PID    Reference Object                     Distance      Geod. Az  |
 RH0035|                                                           dddmmss.s |
 RH0035| RH0036 293                                 APPROX. 1.7 KM 2760001.9 |
 RH0035| CH1649 295 RP 1 CROSS                        8.238 METERS 35224     |
 RH0035|---------------------------------------------------------------------|
 RH0035
 RH0035                          SUPERSEDED SURVEY CONTROL
 RH0035
 RH0035  NAD 83(1986)-  46 06 26.25508(N)    083 47 33.02431(W) AD(       ) 3
 RH0035  NAD 27      -  46 06 26.18700(N)    083 47 32.99700(W) AD(       ) 3
 RH0035  USSD        -  46 06 26.93000(N)    083 47 32.16000(W) AD(       ) 3
 RH0035
 RH0035.Superseded values are not recommended for survey control.
 RH0035
 RH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0035.See file dsdata.pdf to determine how the superseded data were derived.
 RH0035
 RH0035_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0035
 RH0035  HISTORY     - Date     Condition        Report By
 RH0035  HISTORY     - 1896     MONUMENTED       USLS
 RH0035  HISTORY     - 1958     GOOD             IBC
 RH0035
 RH0035                          STATION DESCRIPTION
 RH0035
 RH0035'DESCRIBED BY US LAKE SURVEY 1896
 RH0035'ON THE N POINT OF A SMALL UNNAMED ISLAND OFF THE NE CORNER OF BURNT
 RH0035'ISLAND AND PROBABLY CONNECTED WITH IT AT LOW WATER.  IT IS IN THE
 RH0035'EDGE OF THE LINE OF BUSHES ALONG THE BEACH.
 RH0035'
 RH0035'STATION MARK--THE SURFACE MARK IS A STANDARD BRONZE U S L S DISK WITH
 RH0035'CROSS AND---295---STAMPED ON IT IN A 6-INCH CONCRETE CYLINDER SET
 RH0035'WITH THE TOP A FOOT ABOVE GROUND IN A CAIRN.  THE SUBSURFACE MARK
 RH0035'IS THE USUAL DRILL HOLE IN A ROCK UNDERGROUND.
 RH0035'
 RH0035'REFERENCE MARK IS A CROSS CUT IN A HUGH BOULDER JUST OUTSIDE THE
 RH0035'WATER LINE AT THE STATION AND 27.03 FEET FROM IT R 1958 ALSO.
 RH0035
 RH0035                          STATION RECOVERY (1958)
 RH0035
 RH0035'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4865 ***********************************************************************
 DL4865  DESIGNATION -  29600
 DL4865  PID         -  DL4865
 DL4865  STATE/COUNTY-  MI/GRATIOT
 DL4865  COUNTRY     -  US
 DL4865  USGS QUAD   -  POMPEII (2017)
 DL4865
 DL4865                         *CURRENT SURVEY CONTROL
 DL4865  ______________________________________________________________________
 DL4865* NAD 83(1986) POSITION- 43 08 21.59   (N) 084 35 56.08   (W)   HD_HELD1
 DL4865* NAVD 88 ORTHO HEIGHT -   199.734 (meters)      655.29  (feet) ADJUSTED
 DL4865  ______________________________________________________________________
 DL4865  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 DL4865  DYNAMIC HEIGHT  -        199.693 (meters)      655.16  (feet) COMP
 DL4865  MODELED GRAVITY -    980,411.5   (mgal)                       NAVD 88
 DL4865
 DL4865  VERT ORDER      -  FIRST     CLASS II
 DL4865
 DL4865.The horizontal coordinates were determined by differentially corrected
 DL4865.hand held GPS observations or other comparable positioning techniques
 DL4865.and have an estimated accuracy of +/- 3 meters.
 DL4865
 DL4865.The orthometric height was determined by differential leveling and
 DL4865.adjusted by the NATIONAL GEODETIC SURVEY
 DL4865.in October 2009.
 DL4865
 DL4865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4865.GEOID18 height accuracy estimate available here.
 DL4865
 DL4865.Click photographs - Photos may exist for this station.
 DL4865
 DL4865.The dynamic height is computed by dividing the NAVD 88
 DL4865.geopotential number by the normal gravity value computed on the
 DL4865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4865.degrees latitude (g = 980.6199 gals.).
 DL4865
 DL4865.The modeled gravity was interpolated from observed gravity values.
 DL4865
 DL4865;                    North         East    Units  Estimated Accuracy
 DL4865;SPC MI S     -   182,120.1   3,981,107.0     MT  (+/- 3 meters HH1 GPS) 
 DL4865
 DL4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9526979085(NAD 83)
 DL4865
 DL4865                          SUPERSEDED SURVEY CONTROL
 DL4865
 DL4865.No superseded survey control is available for this station.
 DL4865
 DL4865_MARKER: DD = SURVEY DISK
 DL4865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4865_SP_SET: BRIDGE WING WALL
 DL4865_STAMPING: 29600 2008
 DL4865_MARK LOGO: MIDT
 DL4865_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4865+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2024
 DL4865
 DL4865  HISTORY     - Date     Condition        Report By
 DL4865  HISTORY     - 20080721 MONUMENTED       COLEM
 DL4865  HISTORY     - 20190428 GOOD             GEODES
 DL4865  HISTORY     - 20240530 GOOD             MIDT
 DL4865
 DL4865                          STATION DESCRIPTION
 DL4865
 DL4865'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4865'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-NORTHEAST OF MAPLE
 DL4865'RAPIDS, 5.0 MI (8.0 KM) SOUTHEAST OF PERRINTON AND 3.1 MI (5.0 KM)
 DL4865'SOUTH OF POMPEII.
 DL4865'
 DL4865'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH STATE
 DL4865'HIGHWAY 57 (CLEVELAND ROAD), LOCATED APPROXIMATELY 12.5 MI (20.1 KM)
 DL4865'NORTH OF THE CITY OF SAINT JOHNS, MI, GO SOUTH ON US HIGHWAY 127 FOR
 DL4865'2.75 MI (4.4 KM) TO WILSON ROAD, TURN RIGHT AND GO WEST ON WILSON ROAD
 DL4865'FOR 1.8 MI (2.9 KM) TO STATE ROAD, TURN RIGHT AND GO NORTH ON STATE
 DL4865'ROAD FOR 0.4 MI (0.6 KM) TO BRIDGE --B3 OF 29-16-9 MCS 29016-- OVER
 DL4865'THE MAPLE RIVER AND THE STATION ON THE LEFT.
 DL4865'
 DL4865'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4865'MODERNIZATION MARK DISK SET IN THE EAST WING WALL OF THE NORTH
 DL4865'ABUTMENT.
 DL4865'
 DL4865'THE STATION IS 4 FT (1.2 M) WEST OF EDGE OF PAVEMENT OF STATE ROAD.
 DL4865
 DL4865                          STATION RECOVERY (2019)
 DL4865
 DL4865'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2019 (GMB)
 DL4865'THE MARK IS LOCATED IN A WING WALL ON THE NORTHWEST SIDE OF THE
 DL4865'STRUCTURE WEST OF STATE ROAD.
 DL4865
 DL4865                          STATION RECOVERY (2024)
 DL4865
 DL4865'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4865'ON NORTHWEST CONCRETE ABUTMENT OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4866 ***********************************************************************
 DL4866  DESIGNATION -  29601
 DL4866  PID         -  DL4866
 DL4866  STATE/COUNTY-  MI/GRATIOT
 DL4866  COUNTRY     -  US
 DL4866  USGS QUAD   -  POMPEII (2017)
 DL4866
 DL4866                         *CURRENT SURVEY CONTROL
 DL4866  ______________________________________________________________________
 DL4866* NAD 83(2011) POSITION- 43 09 39.15962(N) 084 36 01.36879(W)   ADJUSTED
 DL4866* NAD 83(2011) ELLIP HT-   177.391 (meters)        (06/27/12)   ADJUSTED
 DL4866* NAD 83(2011) EPOCH   -  2010.00
 DL4866* NAVD 88 ORTHO HEIGHT -   210.315 (meters)      690.01  (feet) ADJUSTED
 DL4866  ______________________________________________________________________
 DL4866  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 DL4866  NAD 83(2011) X  -    438,502.218 (meters)                     COMP
 DL4866  NAD 83(2011) Y  - -4,639,197.510 (meters)                     COMP
 DL4866  NAD 83(2011) Z  -  4,340,677.161 (meters)                     COMP
 DL4866  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DL4866  DYNAMIC HEIGHT  -        210.273 (meters)      689.87  (feet) COMP
 DL4866  MODELED GRAVITY -    980,414.8   (mgal)                       NAVD 88
 DL4866
 DL4866  VERT ORDER      -  FIRST     CLASS II
 DL4866
 DL4866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4866  Standards:
 DL4866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4866  -------------------------------------------------------------------
 DL4866  NETWORK    0.30   0.59           0.14   0.10   0.30     -0.01886946
 DL4866  -------------------------------------------------------------------
 DL4866  Click here for local accuracies and other accuracy information.
 DL4866
 DL4866.The horizontal coordinates were established by GPS observations
 DL4866.and adjusted by the National Geodetic Survey in June 2012.
 DL4866
 DL4866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4866.been affixed to the stable North American tectonic plate. See 
 DL4866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4866
 DL4866.The horizontal coordinates are valid at the epoch date displayed above
 DL4866.which is a decimal equivalence of Year/Month/Day.
 DL4866
 DL4866.The orthometric height was determined by differential leveling and
 DL4866.adjusted by the NATIONAL GEODETIC SURVEY
 DL4866.in October 2009.
 DL4866
 DL4866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4866.GEOID18 height accuracy estimate available here.
 DL4866
 DL4866.Click photographs - Photos may exist for this station.
 DL4866
 DL4866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4866
 DL4866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4866
 DL4866.The ellipsoidal height was determined by GPS observations
 DL4866.and is referenced to NAD 83.
 DL4866
 DL4866.The dynamic height is computed by dividing the NAVD 88
 DL4866.geopotential number by the normal gravity value computed on the
 DL4866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4866.degrees latitude (g = 980.6199 gals.).
 DL4866
 DL4866.The modeled gravity was interpolated from observed gravity values.
 DL4866
 DL4866. The following values were computed from the NAD 83(2011) position.
 DL4866
 DL4866;                    North         East     Units Scale Factor Converg.
 DL4866;SPC MI S     -   184,513.976 3,980,994.140   MT  0.99991844   -0 09 32.6
 DL4866;SPC MI S     -   605,360.81 13,061,004.40   iFT  0.99991844   -0 09 32.6
 DL4866;UTM  16      - 4,781,475.522   695,081.748   MT  1.00006818   +1 38 31.1
 DL4866
 DL4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4866!SPC MI S     -   0.99997218  x   0.99991844  =   0.99989062
 DL4866!UTM  16      -   0.99997218  x   1.00006818  =   1.00004036
 DL4866
 DL4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9508181475(NAD 83)
 DL4866
 DL4866                          SUPERSEDED SURVEY CONTROL
 DL4866
 DL4866  NAD 83(2007)-  43 09 39.15966(N)    084 36 01.36922(W) AD(2002.00) B
 DL4866  ELLIP H (10/23/09)  177.405  (m)                       GP(2002.00) 3 1
 DL4866
 DL4866.Superseded values are not recommended for survey control.
 DL4866
 DL4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4866.See file dsdata.pdf to determine how the superseded data were derived.
 DL4866
 DL4866_MARKER: DD = SURVEY DISK
 DL4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4866_STAMPING: 29601 2008
 DL4866_MARK LOGO: MIDT
 DL4866_PROJECTION: FLUSH
 DL4866_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4866+STABILITY: SURFACE MOTION
 DL4866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4866+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DL4866
 DL4866  HISTORY     - Date     Condition        Report By
 DL4866  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4866  HISTORY     - 20130828 GOOD             SPICE
 DL4866  HISTORY     - 20200604 GOOD             MIDT
 DL4866  HISTORY     - 20210525 GOOD             MIDT
 DL4866
 DL4866                          STATION DESCRIPTION
 DL4866
 DL4866'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4866'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF MAPLE
 DL4866'RAPIDS, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF PERRINTON AND 1.6 MI (2.6
 DL4866'KM) SOUTH OF POMPEII.
 DL4866'
 DL4866'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH STATE
 DL4866'HIGHWAY 57 (CLEVELAND ROAD), LOCATED APPROXIMATELY 12.5 MI (20.1 KM)
 DL4866'NORTH OF THE CITY OF SAINT JOHNS, MI, GO SOUTH ON US HIGHWAY 127 FOR
 DL4866'1.0 MI (1.6 KM) TO ROOSEVELT ROAD, TURN RIGHT AND GO WEST ON ROOSEVELT
 DL4866'ROAD FOR 1.9 MI (3.1 KM) TO CR 521 (STATE ROAD) AND THE STATION ON THE
 DL4866'LEFT.
 DL4866'
 DL4866'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4866'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4866'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4866'
 DL4866'THE STATION IS 140 FT (42.7 M) SOUTH OF ROOSEVELT ROAD, 85 FT (25.9 M)
 DL4866'SOUTH OF EXTENDED CENTER OF ROOSEVELT ROAD, 20 FT (6.1 M) EAST OF EDGE
 DL4866'OF PAVEMENT OF CR 521 (STATE ROAD), 9.5 FT (2.9 M) NORTHEAST OF A
 DL4866'TELEPHONE PEDESTAL, AND 3 FT (0.9 M) WEST OF AN ORANGE CARSONITE
 DL4866'WITNESS POST.
 DL4866
 DL4866                          STATION RECOVERY (2013)
 DL4866
 DL4866'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (NGS)
 DL4866'RECOVERED IN GOOD CONDITION.
 DL4866
 DL4866                          STATION RECOVERY (2020)
 DL4866
 DL4866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4866'STATION LOCATED 6 FT (1.8 M) EAST OF AN ORANGE CARSONITE WITNESS POST,
 DL4866'9.5 FT (2.9 M) NORTH OF A TELEPHONE PEDESTAL, 20 FT (6.1 M) EAST OF
 DL4866'EDGE OF PAVEMENT OF CR 521 AND 84 FT (25.6 M) SOUTH OF THE EXTENDED
 DL4866'CENTER OF ROOSEVELT ROAD.
 DL4866
 DL4866                          STATION RECOVERY (2021)
 DL4866
 DL4866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL4866'MARK RECOVERED AS DESCRIBED BUT NO CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4867 ***********************************************************************
 DL4867  DESIGNATION -  29602
 DL4867  PID         -  DL4867
 DL4867  STATE/COUNTY-  MI/GRATIOT
 DL4867  COUNTRY     -  US
 DL4867  USGS QUAD   -  POMPEII (2017)
 DL4867
 DL4867                         *CURRENT SURVEY CONTROL
 DL4867  ______________________________________________________________________
 DL4867* NAD 83(2011) POSITION- 43 11 25.57062(N) 084 35 57.82736(W)   ADJUSTED
 DL4867* NAD 83(2011) ELLIP HT-   184.922 (meters)        (06/27/12)   ADJUSTED
 DL4867* NAD 83(2011) EPOCH   -  2010.00
 DL4867* NAVD 88 ORTHO HEIGHT -   217.839 (meters)      714.69  (feet) ADJUSTED
 DL4867  ______________________________________________________________________
 DL4867  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 DL4867  NAD 83(2011) X  -    438,370.902 (meters)                     COMP
 DL4867  NAD 83(2011) Y  - -4,636,958.427 (meters)                     COMP
 DL4867  NAD 83(2011) Z  -  4,343,077.159 (meters)                     COMP
 DL4867  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DL4867  DYNAMIC HEIGHT  -        217.796 (meters)      714.55  (feet) COMP
 DL4867  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 DL4867
 DL4867  VERT ORDER      -  FIRST     CLASS II
 DL4867
 DL4867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4867  Standards:
 DL4867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4867  -------------------------------------------------------------------
 DL4867  NETWORK    0.28   0.57           0.13   0.09   0.29     -0.00539283
 DL4867  -------------------------------------------------------------------
 DL4867  Click here for local accuracies and other accuracy information.
 DL4867
 DL4867.The horizontal coordinates were established by GPS observations
 DL4867.and adjusted by the National Geodetic Survey in June 2012.
 DL4867
 DL4867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4867.been affixed to the stable North American tectonic plate. See 
 DL4867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4867
 DL4867.The horizontal coordinates are valid at the epoch date displayed above
 DL4867.which is a decimal equivalence of Year/Month/Day.
 DL4867
 DL4867.The orthometric height was determined by differential leveling and
 DL4867.adjusted by the NATIONAL GEODETIC SURVEY
 DL4867.in October 2009.
 DL4867
 DL4867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4867.GEOID18 height accuracy estimate available here.
 DL4867
 DL4867.Click photographs - Photos may exist for this station.
 DL4867
 DL4867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4867
 DL4867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4867
 DL4867.The ellipsoidal height was determined by GPS observations
 DL4867.and is referenced to NAD 83.
 DL4867
 DL4867.The dynamic height is computed by dividing the NAVD 88
 DL4867.geopotential number by the normal gravity value computed on the
 DL4867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4867.degrees latitude (g = 980.6199 gals.).
 DL4867
 DL4867.The modeled gravity was interpolated from observed gravity values.
 DL4867
 DL4867. The following values were computed from the NAD 83(2011) position.
 DL4867
 DL4867;                    North         East     Units Scale Factor Converg.
 DL4867;SPC MI S     -   187,797.326 3,981,083.215   MT  0.99992106   -0 09 30.2
 DL4867;SPC MI S     -   616,132.96 13,061,296.64   iFT  0.99992106   -0 09 30.2
 DL4867;UTM  16      - 4,784,760.538   695,067.559   MT  1.00006811   +1 38 36.8
 DL4867
 DL4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4867!SPC MI S     -   0.99997100  x   0.99992106  =   0.99989206
 DL4867!UTM  16      -   0.99997100  x   1.00006811  =   1.00003911
 DL4867
 DL4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9506784760(NAD 83)
 DL4867
 DL4867                          SUPERSEDED SURVEY CONTROL
 DL4867
 DL4867  NAD 83(2007)-  43 11 25.57065(N)    084 35 57.82776(W) AD(2002.00) B
 DL4867  ELLIP H (10/23/09)  184.936  (m)                       GP(2002.00) 3 1
 DL4867
 DL4867.Superseded values are not recommended for survey control.
 DL4867
 DL4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4867.See file dsdata.pdf to determine how the superseded data were derived.
 DL4867
 DL4867_MARKER: DD = SURVEY DISK
 DL4867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4867_STAMPING: 29602 2008
 DL4867_MARK LOGO: MIDT
 DL4867_PROJECTION: FLUSH
 DL4867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4867+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2020
 DL4867
 DL4867  HISTORY     - Date     Condition        Report By
 DL4867  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4867  HISTORY     - 20130828 GOOD             SPICE
 DL4867  HISTORY     - 20190613 GOOD             SPICE
 DL4867  HISTORY     - 20200605 GOOD             MIDT
 DL4867
 DL4867                          STATION DESCRIPTION
 DL4867
 DL4867'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4867'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST OF ASHLEY, 4.1 MI
 DL4867'(6.6 KM) EAST OF PERRINTON AND 0.5 MI (0.8 KM) NORTH OF POMPEII.
 DL4867'
 DL4867'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH STATE
 DL4867'HIGHWAY 57 (CLEVELAND ROAD), LOCATED APPROXIMATELY 12.5 MI (20.1 KM)
 DL4867'NORTH OF THE CITY OF SAINT JOHNS, MI, GO WEST ON STATE HIGHWAY 57 FOR
 DL4867'1.9 MI (3.1 KM) TO CR 521 (STATE ROAD), TURN RIGHT AND GO NORTH ON CR
 DL4867'521 (STATE ROAD) FOR 1.0 MI (1.6 KM) TO GARFIELD ROAD ON THE RIGHT AND
 DL4867'THE STATION ON THE RIGHT.
 DL4867'
 DL4867'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4867'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4867'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4867'
 DL4867'THE STATION IS 320 FT (97.5 M) EAST OF CR 521 (STATE ROAD), 16 FT (4.9
 DL4867'M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL, 5 FT (1.5 M) SOUTH OF EDGE
 DL4867'OF PAVEMENT OF GARFIELD ROAD, AND 3 FT (0.9 M) NORTH OF AN ORANGE
 DL4867'CARSONITE WITNESS POST.
 DL4867
 DL4867                          STATION RECOVERY (2013)
 DL4867
 DL4867'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (NGS)
 DL4867'RECOVERED IN GOOD CONDITION.
 DL4867
 DL4867                          STATION RECOVERY (2019)
 DL4867
 DL4867'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (JD)
 DL4867'RECOVERED IN GOOD CONDITION.
 DL4867
 DL4867                          STATION RECOVERY (2020)
 DL4867
 DL4867'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4867'THE MARK IS LOCATED 322 FT (98.1 M) EAST OF THE EDGE OF PAVEMENT OF CR
 DL4867'521, 10 FT (3.0 M) SOUTH OF THE EDGE OF GRAVEL OF GARFIELD ROAD, 14 FT
 DL4867'(4.3 M) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL AND 3 FT (0.9 M) SOUTH
 DL4867'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4868 ***********************************************************************
 DL4868  DESIGNATION -  29603
 DL4868  PID         -  DL4868
 DL4868  STATE/COUNTY-  MI/GRATIOT
 DL4868  COUNTRY     -  US
 DL4868  USGS QUAD   -  POMPEII (2017)
 DL4868
 DL4868                         *CURRENT SURVEY CONTROL
 DL4868  ______________________________________________________________________
 DL4868* NAD 83(1986) POSITION- 43 12 54.46   (N) 084 36 03.14   (W)   HD_HELD1
 DL4868* NAVD 88 ORTHO HEIGHT -   223.463 (meters)      733.14  (feet) ADJUSTED
 DL4868  ______________________________________________________________________
 DL4868  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 DL4868  DYNAMIC HEIGHT  -        223.420 (meters)      733.00  (feet) COMP
 DL4868  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 DL4868
 DL4868  VERT ORDER      -  FIRST     CLASS II
 DL4868
 DL4868.The horizontal coordinates were determined by differentially corrected
 DL4868.hand held GPS observations or other comparable positioning techniques
 DL4868.and have an estimated accuracy of +/- 3 meters.
 DL4868
 DL4868.The orthometric height was determined by differential leveling and
 DL4868.adjusted by the NATIONAL GEODETIC SURVEY
 DL4868.in October 2009.
 DL4868
 DL4868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4868.GEOID18 height accuracy estimate available here.
 DL4868
 DL4868.Click photographs - Photos may exist for this station.
 DL4868
 DL4868.The dynamic height is computed by dividing the NAVD 88
 DL4868.geopotential number by the normal gravity value computed on the
 DL4868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4868.degrees latitude (g = 980.6199 gals.).
 DL4868
 DL4868.The modeled gravity was interpolated from observed gravity values.
 DL4868
 DL4868;                    North         East    Units  Estimated Accuracy
 DL4868;SPC MI S     -   190,540.6   3,980,970.9     MT  (+/- 3 meters HH1 GPS) 
 DL4868
 DL4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9486887499(NAD 83)
 DL4868
 DL4868                          SUPERSEDED SURVEY CONTROL
 DL4868
 DL4868.No superseded survey control is available for this station.
 DL4868
 DL4868_MARKER: DD = SURVEY DISK
 DL4868_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4868_SP_SET: BRIDGE WING WALL
 DL4868_STAMPING: 29603 2008
 DL4868_MARK LOGO: MIDT
 DL4868_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4868+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL4868
 DL4868  HISTORY     - Date     Condition        Report By
 DL4868  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4868
 DL4868                          STATION DESCRIPTION
 DL4868
 DL4868'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4868'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH OF ITHACA, 4.5 MI
 DL4868'(7.2 KM) EAST-NORTHEAST OF PERRINTON AND 2.2 MI (3.5 KM) NORTH OF
 DL4868'POMPEII.
 DL4868'
 DL4868'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH STATE
 DL4868'HIGHWAY 57 (CLEVELAND ROAD), LOCATED APPROXIMATELY 12.5 MI (20.1 KM)
 DL4868'NORTH OF THE CITY OF SAINT JOHNS, MI, GO WEST ON STATE HIGHWAY 57 FOR
 DL4868'1.9 MI (3.1 KM) TO CR 521 (STATE ROAD), TURN RIGHT AND GO NORTH ON CR
 DL4868'521 FOR 2.0 MI (3.2 KM) TO GRANT ROAD, CONTINUE NORTH ON CR 521 FOR
 DL4868'0.8 MI (1.3 KM) TO A BRIDGE OVER BEAR CREEK AND THE STATION ON THE
 DL4868'LEFT.
 DL4868'
 DL4868'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4868'MODERNIZATION MARK DISK SET IN THE WEST WING WALL OF THE NORTH
 DL4868'ABUTMENT.
 DL4868'
 DL4868'THE STATION IS 6 FT (1.8 M) WEST OF EDGE OF PAVEMENT OF CR 521 (STATE
 DL4868'ROAD), AND 5 FT (1.5 M) WEST OF GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4869 ***********************************************************************
 DL4869  DESIGNATION -  29604
 DL4869  PID         -  DL4869
 DL4869  STATE/COUNTY-  MI/GRATIOT
 DL4869  COUNTRY     -  US
 DL4869  USGS QUAD   -  POMPEII (2017)
 DL4869
 DL4869                         *CURRENT SURVEY CONTROL
 DL4869  ______________________________________________________________________
 DL4869* NAD 83(2011) POSITION- 43 14 36.30763(N) 084 36 03.18211(W)   ADJUSTED
 DL4869* NAD 83(2011) ELLIP HT-   196.866 (meters)        (06/27/12)   ADJUSTED
 DL4869* NAD 83(2011) EPOCH   -  2010.00
 DL4869* NAVD 88 ORTHO HEIGHT -   229.795 (meters)      753.92  (feet) ADJUSTED
 DL4869  ______________________________________________________________________
 DL4869  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 DL4869  NAD 83(2011) X  -    437,872.076 (meters)                     COMP
 DL4869  NAD 83(2011) Y  - -4,632,965.588 (meters)                     COMP
 DL4869  NAD 83(2011) Z  -  4,347,375.127 (meters)                     COMP
 DL4869  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DL4869  DYNAMIC HEIGHT  -        229.751 (meters)      753.77  (feet) COMP
 DL4869  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DL4869
 DL4869  VERT ORDER      -  FIRST     CLASS II
 DL4869
 DL4869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4869  Standards:
 DL4869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4869  -------------------------------------------------------------------
 DL4869  NETWORK    0.32   0.61           0.15   0.10   0.31      0.05703840
 DL4869  -------------------------------------------------------------------
 DL4869  Click here for local accuracies and other accuracy information.
 DL4869
 DL4869.The horizontal coordinates were established by GPS observations
 DL4869.and adjusted by the National Geodetic Survey in June 2012.
 DL4869
 DL4869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4869.been affixed to the stable North American tectonic plate. See 
 DL4869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4869
 DL4869.The horizontal coordinates are valid at the epoch date displayed above
 DL4869.which is a decimal equivalence of Year/Month/Day.
 DL4869
 DL4869.The orthometric height was determined by differential leveling and
 DL4869.adjusted by the NATIONAL GEODETIC SURVEY
 DL4869.in October 2009.
 DL4869
 DL4869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4869.GEOID18 height accuracy estimate available here.
 DL4869
 DL4869.Click photographs - Photos may exist for this station.
 DL4869
 DL4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4869
 DL4869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4869
 DL4869.The ellipsoidal height was determined by GPS observations
 DL4869.and is referenced to NAD 83.
 DL4869
 DL4869.The dynamic height is computed by dividing the NAVD 88
 DL4869.geopotential number by the normal gravity value computed on the
 DL4869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4869.degrees latitude (g = 980.6199 gals.).
 DL4869
 DL4869.The modeled gravity was interpolated from observed gravity values.
 DL4869
 DL4869. The following values were computed from the NAD 83(2011) position.
 DL4869
 DL4869;                    North         East     Units Scale Factor Converg.
 DL4869;SPC MI S     -   193,683.385 3,980,978.687   MT  0.99992641   -0 09 33.8
 DL4869;SPC MI S     -   635,444.18 13,060,953.70   iFT  0.99992641   -0 09 33.8
 DL4869;UTM  16      - 4,790,641.240   694,777.875   MT  1.00006671   +1 38 38.9
 DL4869
 DL4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4869!SPC MI S     -   0.99996913  x   0.99992641  =   0.99989554
 DL4869!UTM  16      -   0.99996913  x   1.00006671  =   1.00003584
 DL4869
 DL4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9477790641(NAD 83)
 DL4869
 DL4869                          SUPERSEDED SURVEY CONTROL
 DL4869
 DL4869  NAD 83(2007)-  43 14 36.30762(N)    084 36 03.18246(W) AD(2002.00) B
 DL4869  ELLIP H (10/23/09)  196.879  (m)                       GP(2002.00) 3 1
 DL4869
 DL4869.Superseded values are not recommended for survey control.
 DL4869
 DL4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4869.See file dsdata.pdf to determine how the superseded data were derived.
 DL4869
 DL4869_MARKER: DD = SURVEY DISK
 DL4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4869_STAMPING: 29604 2008
 DL4869_MARK LOGO: MIDT
 DL4869_PROJECTION: FLUSH
 DL4869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4869+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2019
 DL4869
 DL4869  HISTORY     - Date     Condition        Report By
 DL4869  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4869  HISTORY     - 20190613 GOOD             SPICE
 DL4869
 DL4869                          STATION DESCRIPTION
 DL4869
 DL4869'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4869'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF PERRINTON,
 DL4869'4.1 MI (6.6 KM) NORTH OF POMPEII AND 3.3 MI (5.3 KM) SOUTH OF ITHACA.
 DL4869'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH STATE
 DL4869'HIGHWAY 57 (CLEVELAND ROAD), LOCATED APPROXIMATELY 12.5 MI (20.1 KM)
 DL4869'NORTH OF THE CITY OF SAINT JOHNS, MI, GO NORTH ON US HIGHWAY 127 FOR
 DL4869'4.0 MI (6.4 KM) TO JOHNSON ROAD, TURN LEFT AND GO WEST ON JOHNSON ROAD
 DL4869'FOR 1.9 MI (3.1 KM) TO CR 521 (STATE ROAD), TURN RIGHT AND GO NORTH ON
 DL4869'CR 521 (STATE ROAD) FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DL4869'
 DL4869'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4869'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4869'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4869'
 DL4869'THE STATION IS 71 FT (21.6 M) NORTH OF A TELEPHONE PEDESTAL --L400--,
 DL4869'14.5 FT (4.4 M) WEST OF EDGE OF PAVEMENT OF CR 521 (STATE ROAD), AND
 DL4869'3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4869
 DL4869                          STATION RECOVERY (2019)
 DL4869
 DL4869'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (JD)
 DL4869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4870 ***********************************************************************
 DL4870  DESIGNATION -  29605
 DL4870  PID         -  DL4870
 DL4870  STATE/COUNTY-  MI/GRATIOT
 DL4870  COUNTRY     -  US
 DL4870  USGS QUAD   -  ITHACA (2017)
 DL4870
 DL4870                         *CURRENT SURVEY CONTROL
 DL4870  ______________________________________________________________________
 DL4870* NAD 83(1986) POSITION- 43 15 45.36   (N) 084 35 30.45   (W)   HD_HELD1
 DL4870* NAVD 88 ORTHO HEIGHT -   229.077 (meters)      751.56  (feet) ADJUSTED
 DL4870  ______________________________________________________________________
 DL4870  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 DL4870  DYNAMIC HEIGHT  -        229.034 (meters)      751.42  (feet) COMP
 DL4870  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 DL4870
 DL4870  VERT ORDER      -  FIRST     CLASS II
 DL4870
 DL4870.The horizontal coordinates were determined by differentially corrected
 DL4870.hand held GPS observations or other comparable positioning techniques
 DL4870.and have an estimated accuracy of +/- 3 meters.
 DL4870
 DL4870.The orthometric height was determined by differential leveling and
 DL4870.adjusted by the NATIONAL GEODETIC SURVEY
 DL4870.in October 2009.
 DL4870
 DL4870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4870.GEOID18 height accuracy estimate available here.
 DL4870
 DL4870.Click photographs - Photos may exist for this station.
 DL4870
 DL4870.The dynamic height is computed by dividing the NAVD 88
 DL4870.geopotential number by the normal gravity value computed on the
 DL4870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4870.degrees latitude (g = 980.6199 gals.).
 DL4870
 DL4870.The modeled gravity was interpolated from observed gravity values.
 DL4870
 DL4870;                    North         East    Units  Estimated Accuracy
 DL4870;SPC MI S     -   195,812.2   3,981,722.8     MT  (+/- 3 meters HH1 GPS) 
 DL4870
 DL4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9545492792(NAD 83)
 DL4870
 DL4870                          SUPERSEDED SURVEY CONTROL
 DL4870
 DL4870.No superseded survey control is available for this station.
 DL4870
 DL4870_MARKER: DD = SURVEY DISK
 DL4870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4870_STAMPING: 29605 2008
 DL4870_MARK LOGO: MIDT
 DL4870_PROJECTION: FLUSH
 DL4870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4870+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DL4870
 DL4870  HISTORY     - Date     Condition        Report By
 DL4870  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4870
 DL4870                          STATION DESCRIPTION
 DL4870
 DL4870'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4870'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF PERRINTON,
 DL4870'5.5 MI (8.8 KM) NORTH OF POMPEII AND 2.2 MI (3.5 KM) SOUTH-SOUTHEAST
 DL4870'OF ITHACA.
 DL4870'
 DL4870'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH US
 DL4870'HIGHWAY 27B (CENTER STREET)(WASHINGTON ROAD), LOCATED IN THE CITY OF
 DL4870'ITHACA, MI, GO WEST ON US HIGHWAY 27B (CENTER STREET)(WASHINGTON ROAD)
 DL4870'FOR 0.9 MI (1.4 KM) TO SAINT JOHNS STREET, TURN LEFT AND GO SOUTH ON
 DL4870'SAINT JOHNS STREET FOR 2.0 MI (3.2 KM) TO PIERCE ROAD, TURN LEFT AND
 DL4870'GO EAST ON PIERCE ROAD FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DL4870'RIGHT.
 DL4870'
 DL4870'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4870'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4870'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4870'
 DL4870'THE STATION IS 0.1 MI (0.2 KM) EAST OF DRIVEWAY OPENING --340--, 57 FT
 DL4870'(17.4 M) NORTHWEST OF A POWER POLE, 16.0 FT (4.9 M) SOUTH OF CENTER OF
 DL4870'PIERCE ROAD, AND 2 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL4870'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4871 ***********************************************************************
 DL4871  DESIGNATION -  29606
 DL4871  PID         -  DL4871
 DL4871  STATE/COUNTY-  MI/GRATIOT
 DL4871  COUNTRY     -  US
 DL4871  USGS QUAD   -  ITHACA (2017)
 DL4871
 DL4871                         *CURRENT SURVEY CONTROL
 DL4871  ______________________________________________________________________
 DL4871* NAD 83(1986) POSITION- 43 17 27.80   (N) 084 33 47.79   (W)   HD_HELD1
 DL4871* NAVD 88 ORTHO HEIGHT -   224.532 (meters)      736.65  (feet) ADJUSTED
 DL4871  ______________________________________________________________________
 DL4871  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DL4871  DYNAMIC HEIGHT  -        224.490 (meters)      736.51  (feet) COMP
 DL4871  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DL4871
 DL4871  VERT ORDER      -  FIRST     CLASS II
 DL4871
 DL4871.The horizontal coordinates were determined by differentially corrected
 DL4871.hand held GPS observations or other comparable positioning techniques
 DL4871.and have an estimated accuracy of +/- 3 meters.
 DL4871
 DL4871.The orthometric height was determined by differential leveling and
 DL4871.adjusted by the NATIONAL GEODETIC SURVEY
 DL4871.in October 2009.
 DL4871
 DL4871.No vertical observational check was made to the station.
 DL4871
 DL4871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4871.GEOID18 height accuracy estimate available here.
 DL4871
 DL4871.Click photographs - Photos may exist for this station.
 DL4871
 DL4871.The dynamic height is computed by dividing the NAVD 88
 DL4871.geopotential number by the normal gravity value computed on the
 DL4871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4871.degrees latitude (g = 980.6199 gals.).
 DL4871
 DL4871.The modeled gravity was interpolated from observed gravity values.
 DL4871
 DL4871;                    North         East    Units  Estimated Accuracy
 DL4871;SPC MI S     -   198,967.5   3,984,045.3     MT  (+/- 3 meters HH1 GPS) 
 DL4871
 DL4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9767796020(NAD 83)
 DL4871
 DL4871                          SUPERSEDED SURVEY CONTROL
 DL4871
 DL4871.No superseded survey control is available for this station.
 DL4871
 DL4871_MARKER: DD = SURVEY DISK
 DL4871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4871_STAMPING: 29606 2008
 DL4871_MARK LOGO: MIDT
 DL4871_PROJECTION: FLUSH
 DL4871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4871+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DL4871
 DL4871  HISTORY     - Date     Condition        Report By
 DL4871  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4871
 DL4871                          STATION DESCRIPTION
 DL4871
 DL4871'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4871'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 DL4871'POMPEII, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF RATHBONE AND 2.2 MI (3.5
 DL4871'KM) EAST OF ITHACA.
 DL4871'
 DL4871'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH US
 DL4871'HIGHWAY 27B (CENTER STREET)(WASHINGTON ROAD), LOCATED IN THE CITY OF
 DL4871'ITHACA, MI, GO EAST ON US HIGHWAY 27B FOR 0.95 MI (1.5 KM) TO BAGLEY
 DL4871'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON BAGLEY ROAD FOR 0.05 MI
 DL4871'(0.1 KM) TO THE STATION ON THE RIGHT.
 DL4871'
 DL4871'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4871'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4871'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4871'
 DL4871'THE STATION IS 23 FT (7.0 M) NORTH OF THE CENTER OF TWIN CORRUGATED
 DL4871'METAL CULVERT PIPES, 15 FT (4.6 M) WEST OF EDGE OF PAVEMENT OF BAGLEY
 DL4871'ROAD, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4874 ***********************************************************************
 DL4874  DESIGNATION -  29607
 DL4874  PID         -  DL4874
 DL4874  STATE/COUNTY-  MI/GRATIOT
 DL4874  COUNTRY     -  US
 DL4874  USGS QUAD   -  ITHACA (2017)
 DL4874
 DL4874                         *CURRENT SURVEY CONTROL
 DL4874  ______________________________________________________________________
 DL4874* NAD 83(1986) POSITION- 43 19 15.12   (N) 084 36 09.09   (W)   HD_HELD1
 DL4874* NAVD 88 ORTHO HEIGHT -   244.741 (meters)      802.95  (feet) ADJUSTED
 DL4874  ______________________________________________________________________
 DL4874  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 DL4874  DYNAMIC HEIGHT  -        244.695 (meters)      802.80  (feet) COMP
 DL4874  MODELED GRAVITY -    980,425.2   (mgal)                       NAVD 88
 DL4874
 DL4874  VERT ORDER      -  FIRST     CLASS II
 DL4874
 DL4874.The horizontal coordinates were determined by differentially corrected
 DL4874.hand held GPS observations or other comparable positioning techniques
 DL4874.and have an estimated accuracy of +/- 3 meters.
 DL4874
 DL4874.The orthometric height was determined by differential leveling and
 DL4874.adjusted by the NATIONAL GEODETIC SURVEY
 DL4874.in October 2009.
 DL4874
 DL4874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4874.GEOID18 height accuracy estimate available here.
 DL4874
 DL4874.Click photographs - Photos may exist for this station.
 DL4874
 DL4874.The dynamic height is computed by dividing the NAVD 88
 DL4874.geopotential number by the normal gravity value computed on the
 DL4874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4874.degrees latitude (g = 980.6199 gals.).
 DL4874
 DL4874.The modeled gravity was interpolated from observed gravity values.
 DL4874
 DL4874;                    North         East    Units  Estimated Accuracy
 DL4874;SPC MI S     -   202,287.5   3,980,869.5     MT  (+/- 3 meters HH1 GPS) 
 DL4874
 DL4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9439799238(NAD 83)
 DL4874
 DL4874                          SUPERSEDED SURVEY CONTROL
 DL4874
 DL4874.No superseded survey control is available for this station.
 DL4874
 DL4874_MARKER: DD = SURVEY DISK
 DL4874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4874_SP_SET: BRIDGE ABUTMENT
 DL4874_STAMPING: 29607 2008
 DL4874_MARK LOGO: MIDT
 DL4874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4874+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DL4874
 DL4874  HISTORY     - Date     Condition        Report By
 DL4874  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4874  HISTORY     - 20241007 GOOD             ROWESE
 DL4874
 DL4874                          STATION DESCRIPTION
 DL4874
 DL4874'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4874'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DL4874'SOUTHBOUND US HIGHWAY 127 WITH POLK ROAD, APPROXIMATELY 1.8 MI (2.9
 DL4874'KM) NORTH-NORTHWEST OF THE CITY OF ITHACA, MI.
 DL4874'
 DL4874'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH BUSINESS 27, 2 MI
 DL4874'(3.2 KM) EAST OF ALMA, GO SOUTH ON HIGHWAY 127 FOR 4.3 MI (6.9 KM) TO
 DL4874'THE JUNCTION OF HIGHWAY 127 WITH EAST POLK ROAD AND THE STATION ON THE
 DL4874'RIGHT.
 DL4874'
 DL4874'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4874'MODERNIZATION MARK DISK SET IN THE WEST SIDE OF THE NORTH ABUTMENT.
 DL4874'
 DL4874'THE STATION IS 3 FT (0.9 M) WEST OF PARAPET ON US HIGHWAY 127.
 DL4874
 DL4874                          STATION RECOVERY (2024)
 DL4874
 DL4874'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2024 (RP)
 DL4874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4875 ***********************************************************************
 DL4875  DESIGNATION -  29608
 DL4875  PID         -  DL4875
 DL4875  STATE/COUNTY-  MI/GRATIOT
 DL4875  COUNTRY     -  US
 DL4875  USGS QUAD   -  ITHACA (2017)
 DL4875
 DL4875                         *CURRENT SURVEY CONTROL
 DL4875  ______________________________________________________________________
 DL4875* NAD 83(1986) POSITION- 43 20 53.49   (N) 084 36 26.53   (W)   HD_HELD1
 DL4875* NAVD 88 ORTHO HEIGHT -   233.342 (meters)      765.56  (feet) ADJUSTED
 DL4875  ______________________________________________________________________
 DL4875  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 DL4875  DYNAMIC HEIGHT  -        233.298 (meters)      765.41  (feet) COMP
 DL4875  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DL4875
 DL4875  VERT ORDER      -  FIRST     CLASS II
 DL4875
 DL4875.The horizontal coordinates were determined by differentially corrected
 DL4875.hand held GPS observations or other comparable positioning techniques
 DL4875.and have an estimated accuracy of +/- 3 meters.
 DL4875
 DL4875.The orthometric height was determined by differential leveling and
 DL4875.adjusted by the NATIONAL GEODETIC SURVEY
 DL4875.in October 2009.
 DL4875
 DL4875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4875.GEOID18 height accuracy estimate available here.
 DL4875
 DL4875.Click photographs - Photos may exist for this station.
 DL4875
 DL4875.The dynamic height is computed by dividing the NAVD 88
 DL4875.geopotential number by the normal gravity value computed on the
 DL4875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4875.degrees latitude (g = 980.6199 gals.).
 DL4875
 DL4875.The modeled gravity was interpolated from observed gravity values.
 DL4875
 DL4875;                    North         East    Units  Estimated Accuracy
 DL4875;SPC MI S     -   205,324.1   3,980,485.3     MT  (+/- 3 meters HH1 GPS) 
 DL4875
 DL4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9391702262(NAD 83)
 DL4875
 DL4875                          SUPERSEDED SURVEY CONTROL
 DL4875
 DL4875.No superseded survey control is available for this station.
 DL4875
 DL4875_MARKER: DD = SURVEY DISK
 DL4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4875_STAMPING: 29608 2008
 DL4875_MARK LOGO: MIDT
 DL4875_PROJECTION: FLUSH
 DL4875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4875+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DL4875
 DL4875  HISTORY     - Date     Condition        Report By
 DL4875  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4875  HISTORY     - 20100819 GOOD             MCA
 DL4875  HISTORY     - 20210525 GOOD             MIDT
 DL4875
 DL4875                          STATION DESCRIPTION
 DL4875
 DL4875'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4875'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF SAINT LOUIS, 3.9
 DL4875'MI (6.3 KM) NORTH OF ITHACA AND 3.4 MI (5.5 KM) SOUTHEAST OF ALMA.
 DL4875'
 DL4875'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH BUSINESS
 DL4875'127 (STATE ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) EAST OF THE
 DL4875'CITY OF ALMA, MI, GO SOUTH O BUSINESS 127 (STATE ROAD) FOR 2.25 MI
 DL4875'(3.6 KM) TO HARRISON ROAD, CONTINUE SOUTH ON BUSINESS 127 (STATE ROAD)
 DL4875'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4875'
 DL4875'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4875'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4875'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4875'
 DL4875'THE STATION IS 73 FT (22.3 M) NORTH OF A STORM SEWER INLET, 22 FT (6.7
 DL4875'M) WEST OF EDGE OF PAVEMENT OF BUSINESS 127 (STATE ROAD), AND 2 FT
 DL4875'(0.6 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4875
 DL4875                          STATION RECOVERY (2010)
 DL4875
 DL4875'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2010 (CCM)
 DL4875'RECOVERED IN GOOD CONDITION.
 DL4875
 DL4875                          STATION RECOVERY (2021)
 DL4875
 DL4875'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 DL4875'POINT RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4876 ***********************************************************************
 DL4876  DESIGNATION -  29609
 DL4876  PID         -  DL4876
 DL4876  STATE/COUNTY-  MI/GRATIOT
 DL4876  COUNTRY     -  US
 DL4876  USGS QUAD   -  ITHACA (2017)
 DL4876
 DL4876                         *CURRENT SURVEY CONTROL
 DL4876  ______________________________________________________________________
 DL4876* NAD 83(2011) POSITION- 43 21 53.73096(N) 084 36 26.22052(W)   ADJUSTED
 DL4876* NAD 83(2011) ELLIP HT-   197.109 (meters)        (06/27/12)   ADJUSTED
 DL4876* NAD 83(2011) EPOCH   -  2010.00
 DL4876* NAVD 88 ORTHO HEIGHT -   230.207 (meters)      755.27  (feet) ADJUSTED
 DL4876  ______________________________________________________________________
 DL4876  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 DL4876  NAD 83(2011) X  -    436,484.441 (meters)                     COMP
 DL4876  NAD 83(2011) Y  - -4,623,796.619 (meters)                     COMP
 DL4876  NAD 83(2011) Z  -  4,357,199.277 (meters)                     COMP
 DL4876  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DL4876  DYNAMIC HEIGHT  -        230.163 (meters)      755.13  (feet) COMP
 DL4876  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL4876
 DL4876  VERT ORDER      -  FIRST     CLASS II
 DL4876
 DL4876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4876  Standards:
 DL4876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4876  -------------------------------------------------------------------
 DL4876  NETWORK    0.41   0.65           0.19   0.14   0.33     -0.06693259
 DL4876  -------------------------------------------------------------------
 DL4876  Click here for local accuracies and other accuracy information.
 DL4876
 DL4876.The horizontal coordinates were established by GPS observations
 DL4876.and adjusted by the National Geodetic Survey in June 2012.
 DL4876
 DL4876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4876.been affixed to the stable North American tectonic plate. See 
 DL4876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4876
 DL4876.The horizontal coordinates are valid at the epoch date displayed above
 DL4876.which is a decimal equivalence of Year/Month/Day.
 DL4876
 DL4876.The orthometric height was determined by differential leveling and
 DL4876.adjusted by the NATIONAL GEODETIC SURVEY
 DL4876.in October 2009.
 DL4876
 DL4876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4876.GEOID18 height accuracy estimate available here.
 DL4876
 DL4876.Click photographs - Photos may exist for this station.
 DL4876
 DL4876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4876
 DL4876.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4876
 DL4876.The ellipsoidal height was determined by GPS observations
 DL4876.and is referenced to NAD 83.
 DL4876
 DL4876.The dynamic height is computed by dividing the NAVD 88
 DL4876.geopotential number by the normal gravity value computed on the
 DL4876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4876.degrees latitude (g = 980.6199 gals.).
 DL4876
 DL4876.The modeled gravity was interpolated from observed gravity values.
 DL4876
 DL4876. The following values were computed from the NAD 83(2011) position.
 DL4876
 DL4876;                    North         East     Units Scale Factor Converg.
 DL4876;SPC MI S     -   207,183.109 3,980,497.543   MT  0.99994192   -0 09 49.5
 DL4876;SPC MI S     -   679,734.61 13,059,375.14   iFT  0.99994192   -0 09 49.5
 DL4876;UTM  16      - 4,804,120.867   693,871.550   MT  1.00006237   +1 38 36.4
 DL4876
 DL4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4876!SPC MI S     -   0.99996909  x   0.99994192  =   0.99991101
 DL4876!UTM  16      -   0.99996909  x   1.00006237  =   1.00003146
 DL4876
 DL4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9387104120(NAD 83)
 DL4876
 DL4876                          SUPERSEDED SURVEY CONTROL
 DL4876
 DL4876  NAD 83(2007)-  43 21 53.73102(N)    084 36 26.22125(W) AD(2002.00) B
 DL4876  ELLIP H (10/23/09)  197.140  (m)                       GP(2002.00) 3 1
 DL4876
 DL4876.Superseded values are not recommended for survey control.
 DL4876
 DL4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4876.See file dsdata.pdf to determine how the superseded data were derived.
 DL4876
 DL4876_MARKER: DD = SURVEY DISK
 DL4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4876_STAMPING: 29609 2008
 DL4876_MARK LOGO: MIDT
 DL4876_PROJECTION: FLUSH
 DL4876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4876+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DL4876
 DL4876  HISTORY     - Date     Condition        Report By
 DL4876  HISTORY     - 20080430 MONUMENTED       COLEM
 DL4876  HISTORY     - 20100819 GOOD             MCA
 DL4876
 DL4876                          STATION DESCRIPTION
 DL4876
 DL4876'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4876'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF ITHACA, 3.0 MI
 DL4876'(4.8 KM) SOUTH OF SAINT LOUIS AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF
 DL4876'ALMA.
 DL4876'
 DL4876'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH BUSINESS
 DL4876'127 (STATE ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) EAST OF THE
 DL4876'CITY OF ALMA, MI, GO SOUTH ON US BUSINESS 127 (STATE ROAD) FOR 0.25 MI
 DL4876'(0.4 KM) TO LINCOLN ROAD, CONTINUE SOUTH ON BUSINESS 127 (STATE ROAD)
 DL4876'FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DL4876'
 DL4876'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4876'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4876'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4876'
 DL4876'THE STATION IS 106 FT (32.3 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4876'OPENING --5142--, 13 FT (4.0 M) WEST OF EDGE OF PAVEMENT OF BUSINESS
 DL4876'127 (STATE ROAD), AND 3 FT (0.9 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL4876'POST.
 DL4876
 DL4876                          STATION RECOVERY (2010)
 DL4876
 DL4876'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2010 (CCM)
 DL4876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4877 ***********************************************************************
 DL4877  DESIGNATION -  29610
 DL4877  PID         -  DL4877
 DL4877  STATE/COUNTY-  MI/GRATIOT
 DL4877  COUNTRY     -  US
 DL4877  USGS QUAD   -  SAINT LOUIS (2017)
 DL4877
 DL4877                         *CURRENT SURVEY CONTROL
 DL4877  ______________________________________________________________________
 DL4877* NAD 83(1986) POSITION- 43 22 44.01   (N) 084 37 21.90   (W)   HD_HELD1
 DL4877* NAVD 88 ORTHO HEIGHT -   225.080 (meters)      738.45  (feet) ADJUSTED
 DL4877  ______________________________________________________________________
 DL4877  GEOID HEIGHT    -        -33.125 (meters)                     GEOID18
 DL4877  DYNAMIC HEIGHT  -        225.037 (meters)      738.31  (feet) COMP
 DL4877  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DL4877
 DL4877  VERT ORDER      -  FIRST     CLASS II
 DL4877
 DL4877.The horizontal coordinates were determined by differentially corrected
 DL4877.hand held GPS observations or other comparable positioning techniques
 DL4877.and have an estimated accuracy of +/- 3 meters.
 DL4877
 DL4877.The orthometric height was determined by differential leveling and
 DL4877.adjusted by the NATIONAL GEODETIC SURVEY
 DL4877.in October 2009.
 DL4877
 DL4877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4877.GEOID18 height accuracy estimate available here.
 DL4877
 DL4877.Click photographs - Photos may exist for this station.
 DL4877
 DL4877.The dynamic height is computed by dividing the NAVD 88
 DL4877.geopotential number by the normal gravity value computed on the
 DL4877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4877.degrees latitude (g = 980.6199 gals.).
 DL4877
 DL4877.The modeled gravity was interpolated from observed gravity values.
 DL4877
 DL4877;                    North         East    Units  Estimated Accuracy
 DL4877;SPC MI S     -   208,738.4   3,979,248.7     MT  (+/- 3 meters HH1 GPS) 
 DL4877
 DL4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9257405636(NAD 83)
 DL4877
 DL4877                          SUPERSEDED SURVEY CONTROL
 DL4877
 DL4877.No superseded survey control is available for this station.
 DL4877
 DL4877_MARKER: DD = SURVEY DISK
 DL4877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4877_SP_SET: BOX CULVERT
 DL4877_STAMPING: 29610 2008
 DL4877_MARK LOGO: MIDT
 DL4877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4877+STABILITY: SURFACE MOTION
 DL4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4877+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DL4877
 DL4877  HISTORY     - Date     Condition        Report By
 DL4877  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4877  HISTORY     - 20100819 GOOD             MCA
 DL4877  HISTORY     - 20121115 GOOD             GEODES
 DL4877  HISTORY     - 20240717 GOOD             MIDT
 DL4877  HISTORY     - 20240717 GOOD             MIDT
 DL4877
 DL4877                          STATION DESCRIPTION
 DL4877
 DL4877'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4877'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF ITHACA, 2.2 MI
 DL4877'(3.5 KM) SOUTH-SOUTHWEST OF SAINT LOUIS AND 1.9 MI (3.1 KM) EAST OF
 DL4877'ALMA.
 DL4877'
 DL4877'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH BUSINESS
 DL4877'127 (STATE ROAD), LOCATED APPROXIMATELY 2.5 MI (4.0 KM) EAST OF THE
 DL4877'CITY OF ALMA, MI, GO SOUTH ON BUSINESS 127 (STATE ROAD) FOR 0.25 MI
 DL4877'(0.4 KM) TO LINCOLN ROAD, TURN RIGHT AND GO WEST ON LINCOLN ROAD FOR
 DL4877'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DL4877'
 DL4877'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4877'MODERNIZATION MARK DISK SET IN THE WEST SIDE OF THE NORTH END OF A BOX
 DL4877'CULVERT.
 DL4877'
 DL4877'THE STATION IS 1.5 FT (0.5 M) NORTH OF A GUARDRAIL.
 DL4877
 DL4877                          STATION RECOVERY (2010)
 DL4877
 DL4877'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2010 (CCM)
 DL4877'RECOVERED IN GOOD CONDITION.
 DL4877
 DL4877                          STATION RECOVERY (2012)
 DL4877
 DL4877'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2012 (GMB)
 DL4877'RECOVERED IN GOOD CONDITION.
 DL4877
 DL4877                          STATION RECOVERY (2024)
 DL4877
 DL4877'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (WJA)
 DL4877'RECOVERED IN GOOD CONDITION.
 DL4877
 DL4877                          STATION RECOVERY (2024)
 DL4877
 DL4877'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (WJA)
 DL4877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4878 ***********************************************************************
 DL4878  DESIGNATION -  29611
 DL4878  PID         -  DL4878
 DL4878  STATE/COUNTY-  MI/GRATIOT
 DL4878  COUNTRY     -  US
 DL4878  USGS QUAD   -  ALMA NORTH (2017)
 DL4878
 DL4878                         *CURRENT SURVEY CONTROL
 DL4878  ______________________________________________________________________
 DL4878* NAD 83(1986) POSITION- 43 23 18.06   (N) 084 39 59.99   (W)   HD_HELD1
 DL4878* NAVD 88 ORTHO HEIGHT -   230.477 (meters)      756.16  (feet) ADJUSTED
 DL4878  ______________________________________________________________________
 DL4878  GEOID HEIGHT    -        -33.091 (meters)                     GEOID18
 DL4878  DYNAMIC HEIGHT  -        230.434 (meters)      756.02  (feet) COMP
 DL4878  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL4878
 DL4878  VERT ORDER      -  FIRST     CLASS II
 DL4878
 DL4878.The horizontal coordinates were determined by differentially corrected
 DL4878.hand held GPS observations or other comparable positioning techniques
 DL4878.and have an estimated accuracy of +/- 3 meters.
 DL4878
 DL4878.The orthometric height was determined by differential leveling and
 DL4878.adjusted by the NATIONAL GEODETIC SURVEY
 DL4878.in October 2009.
 DL4878
 DL4878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4878.GEOID18 height accuracy estimate available here.
 DL4878
 DL4878.Click photographs - Photos may exist for this station.
 DL4878
 DL4878.The dynamic height is computed by dividing the NAVD 88
 DL4878.geopotential number by the normal gravity value computed on the
 DL4878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4878.degrees latitude (g = 980.6199 gals.).
 DL4878
 DL4878.The modeled gravity was interpolated from observed gravity values.
 DL4878
 DL4878;                    North         East    Units  Estimated Accuracy
 DL4878;SPC MI S     -   209,800.9   3,975,693.9     MT  (+/- 3 meters HH1 GPS) 
 DL4878
 DL4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8898706586(NAD 83)
 DL4878
 DL4878                          SUPERSEDED SURVEY CONTROL
 DL4878
 DL4878.No superseded survey control is available for this station.
 DL4878
 DL4878_MARKER: DD = SURVEY DISK
 DL4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4878_STAMPING: 29611 2008
 DL4878_MARK LOGO: MIDT
 DL4878_PROJECTION: FLUSH
 DL4878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4878+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DL4878
 DL4878  HISTORY     - Date     Condition        Report By
 DL4878  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4878  HISTORY     - 20100421 GOOD             ROWEIN
 DL4878  HISTORY     - 20121115 GOOD             GEODES
 DL4878
 DL4878                          STATION DESCRIPTION
 DL4878
 DL4878'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4878'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DL4878'ITHACA, 3.3 MI (5.3 KM) WEST-SOUTHWEST OF SAINT LOUIS AND 0.7 MI (1.1
 DL4878'KM) NORTH-NORTHWEST OF ALMA.
 DL4878'
 DL4878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (MONROE
 DL4878'ROAD) WITH US 127B (ALGER ROAD), LOCATED APPROXIMATELY 2.0 MI (3.2 KM)
 DL4878'NORTH OF THE CITY OF ALMA, MI, GO SOUTH ON US 127B (ALGER ROAD) FOR
 DL4878'1.15 MI (1.9 KM) TO WARWICK DRIVE, CONTINUE SOUTH ON BUSINESS 127
 DL4878'(ALGER ROAD) (ALGER ROAD BECOMES WRIGHT AVENUE) FOR 0.2 MI (0.3 KM) TO
 DL4878'THE STATION ON THE LEFT.
 DL4878'
 DL4878'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4878'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4878'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4878'
 DL4878'THE STATION IS 65 FT (19.8 M) NORTH OF EDGE OF CURB OF DRIVEWAY
 DL4878'OPENING TO MASONIC PATHWAYS SENIOR HOME, 29 FT (8.8 M) WEST OF A BRICK
 DL4878'WALL FOR ENTRANCE TO MASONIC PATHWAYS SENIOR HOME, 9.5 FT (2.9 M) EAST
 DL4878'OF EDGE OF CURB OF US 127B (WRIGHT AVENUE), 3 FT (0.9 M) EAST OF EDGE
 DL4878'OF SIDEWALK, AND 1.5 FT (0.5 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL4878'POST.
 DL4878
 DL4878                          STATION RECOVERY (2010)
 DL4878
 DL4878'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL4878'RECOVERED IN GOOD CONDITION.
 DL4878
 DL4878                          STATION RECOVERY (2012)
 DL4878
 DL4878'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2012 (GMB)
 DL4878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4879 ***********************************************************************
 DL4879  DESIGNATION -  29612
 DL4879  PID         -  DL4879
 DL4879  STATE/COUNTY-  MI/GRATIOT
 DL4879  COUNTRY     -  US
 DL4879  USGS QUAD   -  ALMA NORTH (2017)
 DL4879
 DL4879                         *CURRENT SURVEY CONTROL
 DL4879  ______________________________________________________________________
 DL4879* NAD 83(1986) POSITION- 43 24 28.09   (N) 084 40 05.07   (W)   HD_HELD1
 DL4879* NAVD 88 ORTHO HEIGHT -   230.481 (meters)      756.17  (feet) ADJUSTED
 DL4879  ______________________________________________________________________
 DL4879  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 DL4879  DYNAMIC HEIGHT  -        230.438 (meters)      756.03  (feet) COMP
 DL4879  MODELED GRAVITY -    980,424.5   (mgal)                       NAVD 88
 DL4879
 DL4879  VERT ORDER      -  FIRST     CLASS II
 DL4879
 DL4879.The horizontal coordinates were determined by differentially corrected
 DL4879.hand held GPS observations or other comparable positioning techniques
 DL4879.and have an estimated accuracy of +/- 3 meters.
 DL4879
 DL4879.The orthometric height was determined by differential leveling and
 DL4879.adjusted by the NATIONAL GEODETIC SURVEY
 DL4879.in October 2009.
 DL4879
 DL4879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4879.GEOID18 height accuracy estimate available here.
 DL4879
 DL4879.Click photographs - Photos may exist for this station.
 DL4879
 DL4879.The dynamic height is computed by dividing the NAVD 88
 DL4879.geopotential number by the normal gravity value computed on the
 DL4879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4879.degrees latitude (g = 980.6199 gals.).
 DL4879
 DL4879.The modeled gravity was interpolated from observed gravity values.
 DL4879
 DL4879;                    North         East    Units  Estimated Accuracy
 DL4879;SPC MI S     -   211,962.4   3,975,587.3     MT  (+/- 3 meters HH1 GPS) 
 DL4879
 DL4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8881208743(NAD 83)
 DL4879
 DL4879                          SUPERSEDED SURVEY CONTROL
 DL4879
 DL4879.No superseded survey control is available for this station.
 DL4879
 DL4879_MARKER: DD = SURVEY DISK
 DL4879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4879_STAMPING: 29612 2008
 DL4879_MARK LOGO: MIDT
 DL4879_PROJECTION: FLUSH
 DL4879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4879+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2014
 DL4879
 DL4879  HISTORY     - Date     Condition        Report By
 DL4879  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4879  HISTORY     - 20100421 GOOD             ROWEIN
 DL4879  HISTORY     - 20140327 GOOD             C2AE
 DL4879
 DL4879                          STATION DESCRIPTION
 DL4879
 DL4879'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4879'THE STATION IS AT THE MIDOT CAR POOL PARKING LOT LOCATED IN THE
 DL4879'SOUTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 46 (MONROE ROAD)
 DL4879'WITH US 127B (ALGER ROAD), APPROXIMATELY 2.0 MI (3.2 KM) NORTH OF THE
 DL4879'CITY OF ALMA, MI.
 DL4879'
 DL4879'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH HIGHWAY 46, 2 MI
 DL4879'(3.2 KM) NORTH OF ALMA, GO WEST ON HIGHWAY 46 FOR 0.3 MI (0.5 KM) TO
 DL4879'THE JUNCTION OF HIGHWAY 46 WITH BUSINESS 27 AND THE STATION ON THE
 DL4879'LEFT.
 DL4879'
 DL4879'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4879'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4879'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4879'
 DL4879'THE STATION IS 300 FT (91.4 M) WEST OF US 127B (ALGER ROAD), 91 FT
 DL4879'(27.7 M) EAST OF DRIVEWAY OPENING TO MIDOT CAR POOL PARKING LOT, 21 FT
 DL4879'(6.4 M) SOUTH OF EDGE OF CURB OF STATE HIGHWAY 46 (MONROE ROAD), 3 FT
 DL4879'(0.9 M) NORTH OF EDGE OF PAVEMENT OF THE MIDOT PARKING LOT, AND 1.5 FT
 DL4879'(0.5 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4879
 DL4879                          STATION RECOVERY (2010)
 DL4879
 DL4879'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL4879'RECOVERED IN GOOD CONDITION.
 DL4879
 DL4879                          STATION RECOVERY (2014)
 DL4879
 DL4879'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (MGS)
 DL4879'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4880 ***********************************************************************
 DL4880  DESIGNATION -  29613
 DL4880  PID         -  DL4880
 DL4880  STATE/COUNTY-  MI/GRATIOT
 DL4880  COUNTRY     -  US
 DL4880  USGS QUAD   -  ALMA NORTH (2017)
 DL4880
 DL4880                         *CURRENT SURVEY CONTROL
 DL4880  ______________________________________________________________________
 DL4880* NAD 83(2011) POSITION- 43 25 10.27404(N) 084 41 12.01394(W)   ADJUSTED
 DL4880* NAD 83(2011) ELLIP HT-   200.602 (meters)        (06/27/12)   ADJUSTED
 DL4880* NAD 83(2011) EPOCH   -  2010.00
 DL4880* NAVD 88 ORTHO HEIGHT -   233.731 (meters)      766.83  (feet) ADJUSTED
 DL4880  ______________________________________________________________________
 DL4880  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 DL4880  NAD 83(2011) X  -    429,691.803 (meters)                     COMP
 DL4880  NAD 83(2011) Y  - -4,620,250.290 (meters)                     COMP
 DL4880  NAD 83(2011) Z  -  4,361,609.461 (meters)                     COMP
 DL4880  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DL4880  DYNAMIC HEIGHT  -        233.687 (meters)      766.69  (feet) COMP
 DL4880  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 DL4880
 DL4880  VERT ORDER      -  FIRST     CLASS II
 DL4880
 DL4880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4880  Standards:
 DL4880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4880  -------------------------------------------------------------------
 DL4880  NETWORK    0.35   0.63           0.16   0.12   0.32     -0.05283490
 DL4880  -------------------------------------------------------------------
 DL4880  Click here for local accuracies and other accuracy information.
 DL4880
 DL4880.The horizontal coordinates were established by GPS observations
 DL4880.and adjusted by the National Geodetic Survey in June 2012.
 DL4880
 DL4880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4880.been affixed to the stable North American tectonic plate. See 
 DL4880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4880
 DL4880.The horizontal coordinates are valid at the epoch date displayed above
 DL4880.which is a decimal equivalence of Year/Month/Day.
 DL4880
 DL4880.The orthometric height was determined by differential leveling and
 DL4880.adjusted by the NATIONAL GEODETIC SURVEY
 DL4880.in October 2009.
 DL4880
 DL4880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4880.GEOID18 height accuracy estimate available here.
 DL4880
 DL4880.Click photographs - Photos may exist for this station.
 DL4880
 DL4880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4880
 DL4880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4880
 DL4880.The ellipsoidal height was determined by GPS observations
 DL4880.and is referenced to NAD 83.
 DL4880
 DL4880.The dynamic height is computed by dividing the NAVD 88
 DL4880.geopotential number by the normal gravity value computed on the
 DL4880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4880.degrees latitude (g = 980.6199 gals.).
 DL4880
 DL4880.The modeled gravity was interpolated from observed gravity values.
 DL4880
 DL4880. The following values were computed from the NAD 83(2011) position.
 DL4880
 DL4880;                    North         East     Units Scale Factor Converg.
 DL4880;SPC MI S     -   213,269.720 3,974,086.148   MT  0.99995036   -0 13 04.0
 DL4880;SPC MI S     -   699,703.81 13,038,340.38   iFT  0.99995036   -0 13 04.0
 DL4880;UTM  16      - 4,810,002.788   687,270.674   MT  1.00003141   +1 35 25.8
 DL4880
 DL4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4880!SPC MI S     -   0.99996854  x   0.99995036  =   0.99991890
 DL4880!UTM  16      -   0.99996854  x   1.00003141  =   0.99999995
 DL4880
 DL4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8727010002(NAD 83)
 DL4880
 DL4880                          SUPERSEDED SURVEY CONTROL
 DL4880
 DL4880  NAD 83(2007)-  43 25 10.27409(N)    084 41 12.01463(W) AD(2002.00) B
 DL4880  ELLIP H (10/19/09)  200.634  (m)                       GP(2002.00) 1 1
 DL4880
 DL4880.Superseded values are not recommended for survey control.
 DL4880
 DL4880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4880.See file dsdata.pdf to determine how the superseded data were derived.
 DL4880
 DL4880_MARKER: DD = SURVEY DISK
 DL4880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4880_STAMPING: 29613 2008
 DL4880_MARK LOGO: MIDT
 DL4880_PROJECTION: FLUSH
 DL4880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4880+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 DL4880
 DL4880  HISTORY     - Date     Condition        Report By
 DL4880  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4880  HISTORY     - 20100819 GOOD             MCA
 DL4880  HISTORY     - 20140326 GOOD             C2AE
 DL4880  HISTORY     - 20200616 GOOD             MIDT
 DL4880
 DL4880                          STATION DESCRIPTION
 DL4880
 DL4880'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4880'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF SHEPHERD, 4.1
 DL4880'MI (6.6 KM) WEST OF SAINT LOUIS AND 3.1 MI (5.0 KM) NORTH-NORTHWEST OF
 DL4880'ALMA.
 DL4880'
 DL4880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (MONROE
 DL4880'ROAD) WITH US 127B (ALGER ROAD), LOCATED APPROXIMATELY 2.0 MI (3.2 KM)
 DL4880'NORTH OF THE CITY OF ALMA, MI, GO WEST ON STATE HIGHWAY 46 (MONROE
 DL4880'ROAD) FOR 1.0 MI (1.6 KM) TO LUCE ROAD, TURN RIGHT AND GO NORTH ON
 DL4880'LUCE ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DL4880'
 DL4880'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4880'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4880'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4880'
 DL4880'THE STATION IS 700 FT (213.4 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4880'OPENING --8449--, 22 FT (6.7 M) EAST OF EDGE OF PAVEMENT OF LUCE ROAD,
 DL4880'AND 3 FT (0.9 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4880
 DL4880                          STATION RECOVERY (2010)
 DL4880
 DL4880'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2010 (CCM)
 DL4880'RECOVERED IN GOOD CONDITION.
 DL4880
 DL4880                          STATION RECOVERY (2014)
 DL4880
 DL4880'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (MGS)
 DL4880'RECOVERED AS DESCRIBED.
 DL4880
 DL4880                          STATION RECOVERY (2020)
 DL4880
 DL4880'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4880'THE MARK IS LOCATED 261 FT (79.6 M) NORTH OF THE EXTENDED CENTER OF
 DL4880'THE ACCESS ROAD TO A WIND GENERATOR TOWER, 24 FT (7.3 M) EAST OF THE
 DL4880'EDGE OF PAVEMENT OF LUCE ROAD, 700 FT (213.4 M) SOUTH OF THE EXTENDED
 DL4880'CENTER OF A DRIVE WAY ADDRESSED 8449 AND 3 FT (0.9 M) WEST OF ORANGE
 DL4880'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4881 ***********************************************************************
 DL4881  DESIGNATION -  29614
 DL4881  PID         -  DL4881
 DL4881  STATE/COUNTY-  MI/GRATIOT
 DL4881  COUNTRY     -  US
 DL4881  USGS QUAD   -  ALMA NORTH (2017)
 DL4881
 DL4881                         *CURRENT SURVEY CONTROL
 DL4881  ______________________________________________________________________
 DL4881* NAD 83(1986) POSITION- 43 26 34.29   (N) 084 41 11.97   (W)   HD_HELD1
 DL4881* NAVD 88 ORTHO HEIGHT -   238.824 (meters)      783.54  (feet) ADJUSTED
 DL4881  ______________________________________________________________________
 DL4881  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 DL4881  DYNAMIC HEIGHT  -        238.779 (meters)      783.39  (feet) COMP
 DL4881  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 DL4881
 DL4881  VERT ORDER      -  FIRST     CLASS II
 DL4881
 DL4881.The horizontal coordinates were determined by differentially corrected
 DL4881.hand held GPS observations or other comparable positioning techniques
 DL4881.and have an estimated accuracy of +/- 3 meters.
 DL4881
 DL4881.The orthometric height was determined by differential leveling and
 DL4881.adjusted by the NATIONAL GEODETIC SURVEY
 DL4881.in October 2009.
 DL4881
 DL4881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4881.GEOID18 height accuracy estimate available here.
 DL4881
 DL4881.Click photographs - Photos may exist for this station.
 DL4881
 DL4881.The dynamic height is computed by dividing the NAVD 88
 DL4881.geopotential number by the normal gravity value computed on the
 DL4881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4881.degrees latitude (g = 980.6199 gals.).
 DL4881
 DL4881.The modeled gravity was interpolated from observed gravity values.
 DL4881
 DL4881;                    North         East    Units  Estimated Accuracy
 DL4881;SPC MI S     -   215,862.4   3,974,097.0     MT  (+/- 3 meters HH1 GPS) 
 DL4881
 DL4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8719912594(NAD 83)
 DL4881
 DL4881                          SUPERSEDED SURVEY CONTROL
 DL4881
 DL4881.No superseded survey control is available for this station.
 DL4881
 DL4881_MARKER: DD = SURVEY DISK
 DL4881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4881_STAMPING: 29614 2008
 DL4881_MARK LOGO: MIDT
 DL4881_PROJECTION: FLUSH
 DL4881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4881+STABILITY: SURFACE MOTION
 DL4881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4881+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DL4881
 DL4881  HISTORY     - Date     Condition        Report By
 DL4881  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4881
 DL4881                          STATION DESCRIPTION
 DL4881
 DL4881'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4881'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF SHEPHERD, 4.7 MI
 DL4881'(7.6 KM) WEST-NORTHWEST OF SAINT LOUIS AND 4.6 MI (7.4 KM)
 DL4881'NORTH-NORTHWEST OF ALMA.
 DL4881'
 DL4881'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (MONROE
 DL4881'ROAD) WITH US 127B (ALGER ROAD), LOCATED APPROXIMATELY 2.0 MI (3.2 KM)
 DL4881'NORTH OF THE CITY OF ALMA, MI, GO WEST ON STATE HIGHWAY 46 FOR 1.0 MI
 DL4881'(1.6 KM) TO LUCE ROAD, TURN RIGHT AND GO NORTH ON LUCE ROAD FOR 2.0 MI
 DL4881'(3.2 KM) TO JEFFERSON ROAD, CONTINUE NORTH ON LUCE ROAD FOR 0.4 MI
 DL4881'(0.6 KM) TO THE STATION ON THE RIGHT.
 DL4881'
 DL4881'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4881'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4881'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4881'
 DL4881'THE STATION IS 400 FT (121.9 M) NORTH-NORTHEAST OF A POST FOR A
 DL4881'--WELCOME TO FOREST HILLS-- SIGN, 240 FT (73.2 M) NORTH OF A TELEPHONE
 DL4881'PEDESTAL, 90 FT (27.4 M) SOUTH OF EXTENDED CENTER OF A FIELD ENTRANCE,
 DL4881'11.5 FT (3.5 M) EAST OF EDGE OF PAVEMENT OF LUCE ROAD, AND 1.5 FT (0.5
 DL4881'M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4882 ***********************************************************************
 DL4882  DESIGNATION -  29615
 DL4882  PID         -  DL4882
 DL4882  STATE/COUNTY-  MI/GRATIOT
 DL4882  COUNTRY     -  US
 DL4882  USGS QUAD   -  ALMA NORTH (2017)
 DL4882
 DL4882                         *CURRENT SURVEY CONTROL
 DL4882  ______________________________________________________________________
 DL4882* NAD 83(1986) POSITION- 43 27 39.81   (N) 084 41 12.25   (W)   HD_HELD1
 DL4882* NAVD 88 ORTHO HEIGHT -   239.806 (meters)      786.76  (feet) ADJUSTED
 DL4882  ______________________________________________________________________
 DL4882  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 DL4882  DYNAMIC HEIGHT  -        239.760 (meters)      786.61  (feet) COMP
 DL4882  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 DL4882
 DL4882  VERT ORDER      -  FIRST     CLASS II
 DL4882
 DL4882.The horizontal coordinates were determined by differentially corrected
 DL4882.hand held GPS observations or other comparable positioning techniques
 DL4882.and have an estimated accuracy of +/- 3 meters.
 DL4882
 DL4882.The orthometric height was determined by differential leveling and
 DL4882.adjusted by the NATIONAL GEODETIC SURVEY
 DL4882.in October 2009.
 DL4882
 DL4882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4882.GEOID18 height accuracy estimate available here.
 DL4882
 DL4882.Click photographs - Photos may exist for this station.
 DL4882
 DL4882.The dynamic height is computed by dividing the NAVD 88
 DL4882.geopotential number by the normal gravity value computed on the
 DL4882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4882.degrees latitude (g = 980.6199 gals.).
 DL4882
 DL4882.The modeled gravity was interpolated from observed gravity values.
 DL4882
 DL4882;                    North         East    Units  Estimated Accuracy
 DL4882;SPC MI S     -   217,884.4   3,974,098.4     MT  (+/- 3 meters HH1 GPS) 
 DL4882
 DL4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8713714615(NAD 83)
 DL4882
 DL4882                          SUPERSEDED SURVEY CONTROL
 DL4882
 DL4882.No superseded survey control is available for this station.
 DL4882
 DL4882_MARKER: DD = SURVEY DISK
 DL4882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4882_STAMPING: 29615 2008
 DL4882_MARK LOGO: MIDT
 DL4882_PROJECTION: FLUSH
 DL4882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4882+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DL4882
 DL4882  HISTORY     - Date     Condition        Report By
 DL4882  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4882
 DL4882                          STATION DESCRIPTION
 DL4882
 DL4882'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4882'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF ALMA,
 DL4882'5.4 MI (8.7 KM) NORTHWEST OF SAINT LOUIS AND 4.4 MI (7.1 KM) SOUTH OF
 DL4882'SHEPHERD.
 DL4882'
 DL4882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 (MONROE
 DL4882'ROAD) WITH US 127B (ALGER ROAD), LOCATED APPROXIMATELY 2.0 MI (3.2 KM)
 DL4882'NORTH OF THE CITY OF ALMA, MI, GO WEST ON STATE HIGHWAY 46 (MONROE
 DL4882'ROAD) FOR 1.0 MI (1.6 KM) TO LUCE ROAD, TURN RIGHT AND GO NORTH ON
 DL4882'LUCE ROAD FOR 3.0 MI (4.8 KM) TO ADAMS ROAD ON THE LEFT, CONTINUE
 DL4882'NORTH ON LUCE ROAD FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL4882'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4882'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4882'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4882'
 DL4882'THE STATION IS 35 FT (10.7 M) SOUTH OF DRIVEWAY OPENING --11683--, 33
 DL4882'FT (10.1 M) SOUTH OF A FILED ENTRANCE, 30 FT (9.1 M) EAST OF EDGE OF
 DL4882'PAVEMENT OF LUCE ROAD, AND 2 FT (0.6 M) WEST OF AN ORANGE CARSONITE
 DL4882'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4857 ***********************************************************************
 DL4857  DESIGNATION -  29616
 DL4857  PID         -  DL4857
 DL4857  STATE/COUNTY-  MI/GRATIOT
 DL4857  COUNTRY     -  US
 DL4857  USGS QUAD   -  ITHACA (2017)
 DL4857
 DL4857                         *CURRENT SURVEY CONTROL
 DL4857  ______________________________________________________________________
 DL4857* NAD 83(1986) POSITION- 43 20 06.45   (N) 084 36 07.64   (W)   HD_HELD1
 DL4857* NAVD 88 ORTHO HEIGHT -   241.795 (meters)      793.29  (feet) ADJUSTED
 DL4857  ______________________________________________________________________
 DL4857  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DL4857  DYNAMIC HEIGHT  -        241.749 (meters)      793.14  (feet) COMP
 DL4857  MODELED GRAVITY -    980,425.2   (mgal)                       NAVD 88
 DL4857
 DL4857  VERT ORDER      -  FIRST     CLASS II
 DL4857
 DL4857.The horizontal coordinates were determined by differentially corrected
 DL4857.hand held GPS observations or other comparable positioning techniques
 DL4857.and have an estimated accuracy of +/- 3 meters.
 DL4857
 DL4857.The orthometric height was determined by differential leveling and
 DL4857.adjusted by the NATIONAL GEODETIC SURVEY
 DL4857.in October 2009.
 DL4857
 DL4857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4857.GEOID18 height accuracy estimate available here.
 DL4857
 DL4857.Click photographs - Photos may exist for this station.
 DL4857
 DL4857.The dynamic height is computed by dividing the NAVD 88
 DL4857.geopotential number by the normal gravity value computed on the
 DL4857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4857.degrees latitude (g = 980.6199 gals.).
 DL4857
 DL4857.The modeled gravity was interpolated from observed gravity values.
 DL4857
 DL4857;                    North         East    Units  Estimated Accuracy
 DL4857;SPC MI S     -   203,871.3   3,980,906.6     MT  (+/- 3 meters HH1 GPS) 
 DL4857
 DL4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9438400823(NAD 83)
 DL4857
 DL4857                          SUPERSEDED SURVEY CONTROL
 DL4857
 DL4857.No superseded survey control is available for this station.
 DL4857
 DL4857_MARKER: DD = SURVEY DISK
 DL4857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4857_SP_SET: BRIDGE ABUTMENT
 DL4857_STAMPING: 29616 2008
 DL4857_MARK LOGO: MIDT
 DL4857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4857+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DL4857
 DL4857  HISTORY     - Date     Condition        Report By
 DL4857  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4857  HISTORY     - 20100819 GOOD             MCA
 DL4857
 DL4857                          STATION DESCRIPTION
 DL4857
 DL4857'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4857'THE STATION IS LOCATED IN TYLER ROAD BRIDGE --S 09 OF 29011-- OVER
 DL4857'SOUTHBOUND US HIGHWAY 127, LOCATED APPROXIMATELY 4 MI (6.4 KM)
 DL4857'SOUTHEAST OF THE CITY OF ALMA, MI.
 DL4857'
 DL4857'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH BUSINESS 27, 2 MI
 DL4857'(3.2 KM) EAST OF ALMA, GO SOUTH ON HIGHWAY 127 FOR 3.3 MI (5.3 KM) TO
 DL4857'THE JUNCTION OF HIGHWAY 127 WITH EAST TYLER ROAD AND THE STATION ON
 DL4857'THE LEFT.
 DL4857'
 DL4857'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4857'MODERNIZATION MARK DISK SET IN THE SOUTH SIDE OF THE EAST ABUTMENT.
 DL4857'
 DL4857'THE STATION IS 8 FT (2.4 M) SOUTH OF EDGE OF CURB OF TYLER ROAD, AND 6
 DL4857'FT (1.8 M) SOUTH OF BRIDGE PARAPET.
 DL4857
 DL4857                          STATION RECOVERY (2010)
 DL4857
 DL4857'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2010 (CCM)
 DL4857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9517 ***********************************************************************
 AC9517  SACS        -  This is a Secondary Airport Control Station.
 AC9517  DESIGNATION -  2G5 A
 AC9517  PID         -  AC9517
 AC9517  STATE/COUNTY-  MI/WAYNE
 AC9517  COUNTRY     -  US
 AC9517  USGS QUAD   -  ROCKWOOD (2017)
 AC9517
 AC9517                         *CURRENT SURVEY CONTROL
 AC9517  ______________________________________________________________________
 AC9517* NAD 83(2011) POSITION- 42 06 19.83346(N) 083 09 59.96941(W)   ADJUSTED
 AC9517* NAD 83(2011) ELLIP HT-   143.370 (meters)        (03/13/17)   ADJUSTED
 AC9517* NAD 83(2011) EPOCH   -  2010.00
 AC9517* NAVD 88 ORTHO HEIGHT -   178.28  (meters)      584.9   (feet) GPS OBS
 AC9517  ______________________________________________________________________
 AC9517  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AC9517  GEOID HEIGHT    -        -34.895 (meters)                     GEOID12B
 AC9517  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 AC9517  NAD 83(2011) X  -    563,885.056 (meters)                     COMP
 AC9517  NAD 83(2011) Y  - -4,705,589.935 (meters)                     COMP
 AC9517  NAD 83(2011) Z  -  4,254,401.931 (meters)                     COMP
 AC9517  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 AC9517
 AC9517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9517  Standards:
 AC9517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9517  -------------------------------------------------------------------
 AC9517  NETWORK    0.49   1.29           0.22   0.18   0.66      0.03575895
 AC9517  -------------------------------------------------------------------
 AC9517  Click here for local accuracies and other accuracy information.
 AC9517
 AC9517.This mark is at Grosse Ile Municipal Airport  (ONZ)
 AC9517
 AC9517.The horizontal coordinates were established by GPS observations
 AC9517.and adjusted by the GEOPRO CONSULTANTS LLC in March 2017.
 AC9517
 AC9517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9517.been affixed to the stable North American tectonic plate. See 
 AC9517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9517
 AC9517.The horizontal coordinates are valid at the epoch date displayed above
 AC9517.which is a decimal equivalence of Year/Month/Day.
 AC9517
 AC9517.The orthometric height was determined by GPS observations and a
 AC9517.high-resolution geoid model.
 AC9517
 AC9517.GPS derived orthometric heights for airport stations designated as
 AC9517.PACS or SACS are published to 2 decimal places.  This maintains
 AC9517.centimeter relative accuracy between the PACS and SACS.  It does
 AC9517.not indicate centimeter accuracy relative to other marks which are
 AC9517.part of the published vertical control network.
 AC9517
 AC9517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9517.GEOID18 height accuracy estimate available here.
 AC9517
 AC9517.Click photographs - Photos may exist for this station.
 AC9517
 AC9517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9517
 AC9517.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9517
 AC9517.The ellipsoidal height was determined by GPS observations
 AC9517.and is referenced to NAD 83.
 AC9517
 AC9517. The following values were computed from the NAD 83(2011) position.
 AC9517
 AC9517;                    North         East     Units Scale Factor Converg.
 AC9517;SPC MI S     -    67,966.864 4,099,253.721   MT  0.99999870   +0 48 59.9
 AC9517;SPC MI S     -   222,988.40 13,448,995.15   iFT  0.99999870   +0 48 59.9
 AC9517;UTM  17      - 4,663,762.602   320,854.863   MT  0.99999490   -1 27 11.3
 AC9517
 AC9517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9517!SPC MI S     -   0.99997751  x   0.99999870  =   0.99997621
 AC9517!UTM  17      -   0.99997751  x   0.99999490  =   0.99997241
 AC9517
 AC9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2085463762(NAD 83)
 AC9517
 AC9517                          SUPERSEDED SURVEY CONTROL
 AC9517
 AC9517.No superseded survey control is available for this station.
 AC9517
 AC9517_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9517_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9517_STAMPING: 2G5 A 1976
 AC9517_MARK LOGO: USGS
 AC9517_PROJECTION: FLUSH
 AC9517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9517+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2016
 AC9517
 AC9517  HISTORY     - Date     Condition        Report By
 AC9517  HISTORY     - 1976     MONUMENTED       NGS
 AC9517  HISTORY     - 19920615 GOOD             NGS
 AC9517  HISTORY     - 20160308 GOOD             GEOPRO
 AC9517
 AC9517                          STATION DESCRIPTION
 AC9517
 AC9517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC9517'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED 2G5 A 1976, SET IN
 AC9517'A CONCRETE POST FLUSH WITH THE GROUND AND ON LINE WITH RUNWAY END 17.
 AC9517'DISTANCE TO RUNWAY END 17 IS 242.94 FT.  (74.05 M) IT IS ALSO ON LINE
 AC9517'WITH AND 82.7 FT (25.2 M) NORTH OF THE NORTH END OF THE HOLD BAR AT
 AC9517'RUNWAY END 17.  NOTE, RWY END 17 HAS BEEN RELOCATED TO THE SOUTH, ALL
 AC9517'ODD PAVEMENT REMAINS AND THE ABOVE DESCRIPTION IS ADEQUATE FOR
 AC9517'RECOVERY.
 AC9517
 AC9517                          STATION RECOVERY (2016)
 AC9517
 AC9517'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2016 (CTS)
 AC9517'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF WYANDOTTE, 6.5
 AC9517'MI (10.5 KM) EAST OF FLAT ROCK AND 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 AC9517'ROCKWOOD AT THE GROSSE ILE AIRPORT.  FOR ACCESS CONTACT AIRPORT
 AC9517'MANAGER MIKE DUKER AT 734-675-0155 24 HOURS IN ADVANCE.
 AC9517'
 AC9517'TO REACH FROM THE INTERSECTION OF GROSSE ILE PARKWAY AND MERIDIAN ROAD
 AC9517'IN GROSSE ILE, MICHIGAN, PROCEED SOUTH ON MERIDIAN ROAD FOR 1.30 MI
 AC9517'(2.09 KM) TO THE INTERSECTION OF GROH ROAD.  TURN RIGHT ONTO GROH ROAD
 AC9517'AND CONTINUE WEST FOR 0.06 MI (0.10 KM) TO AN AIRPORT ENTRANCE GATE ON
 AC9517'THE LEFT.  TURN LEFT AND CONTINUE SOUTH THROUGH THE AIRPORT GATE AND
 AC9517'ACROSS THE APRON FOR 0.14 MI (0.23 KM) TO TAXIWAY C.  CONTINUE SOUTH
 AC9517'ON TAXIWAY C FOR 0.06 MI (0.10 KM) TO THE INTERSECTION OF TAXIWAY A.
 AC9517'TURN RIGHT AND CONTINUE WEST ON TAXIWAY A FOR 0.26 MI (0.42 KM) TO THE
 AC9517'STATION ON THE RIGHT IN THE GRASS AREA NORTHEAST OF RUNWAY 18.
 AC9517'
 AC9517'THE STATION IS AN US COAST AND GEODETIC SURVEY BRASS DISK SET IN THE
 AC9517'TOP OF A 12 INCH (30 CM) RECTANGULAR CONCRETE MONUMENT, SET FLUSH WITH
 AC9517'THE GROUND.  THE STATION IS 29.03 M (95.2 FT) NORTHEAST OF AN ELECTRIC
 AC9517'PULL BOX, 25.33 M (83.1 FT) NORTH OF THE EDGE OF PAVEMENT AND 38.09 M
 AC9517'(125.0 FT) NORTHWEST OF A TAXIWAY LIGHT AT THE NORTHWEST CORNER OF THE
 AC9517'PLANE RAMP-UP AREA.   THIS STATION IS DESIGNATED AS A SECONDARY
 AC9517'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0010 ***********************************************************************
 PL0010  DESIGNATION -  3
 PL0010  PID         -  PL0010
 PL0010  STATE/COUNTY-  MI/OSCODA
 PL0010  COUNTRY     -  US
 PL0010  USGS QUAD   -  LUZERNE (2017)
 PL0010
 PL0010                         *CURRENT SURVEY CONTROL
 PL0010  ______________________________________________________________________
 PL0010* NAD 83(1986) POSITION- 44 34 45.     (N) 084 22 05.     (W)   SCALED
 PL0010* NAVD 88 ORTHO HEIGHT -   377.333 (meters)     1237.97  (feet) ADJUSTED
 PL0010  ______________________________________________________________________
 PL0010  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 PL0010  DYNAMIC HEIGHT  -        377.280 (meters)     1237.79  (feet) COMP
 PL0010  MODELED GRAVITY -    980,465.8   (mgal)                       NAVD 88
 PL0010
 PL0010  VERT ORDER      -  SECOND    CLASS 0
 PL0010
 PL0010.The horizontal coordinates were scaled from a map and have
 PL0010.an estimated accuracy of +/- 6 seconds.
 PL0010
 PL0010.The orthometric height was determined by differential leveling and
 PL0010.adjusted by the NATIONAL GEODETIC SURVEY
 PL0010.in June 1991.
 PL0010
 PL0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0010.GEOID18 height accuracy estimate available here.
 PL0010
 PL0010.Click photographs - Photos may exist for this station.
 PL0010
 PL0010.The dynamic height is computed by dividing the NAVD 88
 PL0010.geopotential number by the normal gravity value computed on the
 PL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0010.degrees latitude (g = 980.6199 gals.).
 PL0010
 PL0010.The modeled gravity was interpolated from observed gravity values.
 PL0010
 PL0010;                    North         East    Units  Estimated Accuracy
 PL0010;SPC MI C     -   140,290.    5,999,890.      MT  (+/- 180 meters Scaled)
 PL0010
 PL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ089395(NAD 83)
 PL0010
 PL0010                          SUPERSEDED SURVEY CONTROL
 PL0010
 PL0010  NGVD 29 (??/??/92)  377.450  (m)         1238.35   (f) ADJ UNCH    2 0
 PL0010
 PL0010.Superseded values are not recommended for survey control.
 PL0010
 PL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0010.See file dsdata.pdf to determine how the superseded data were derived.
 PL0010
 PL0010_MARKER: N = NAIL
 PL0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0010_SP_SET: PINE TREE
 PL0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0010
 PL0010  HISTORY     - Date     Condition        Report By
 PL0010  HISTORY     - UNK      MONUMENTED       MIDH
 PL0010  HISTORY     - 1934     GOOD             CGS
 PL0010  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0010
 PL0010                          STATION DESCRIPTION
 PL0010
 PL0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0010'6.5 MI SW FROM LUZERNE.
 PL0010'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0010'AT LUZERNE, OSCODA COUNTY, 125 YARDS EAST OF A T-ROAD LEADING
 PL0010'NORTH, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 PL0010'SOUTH SIDE OF THE BASE OF A 14-INCH PINE TREE, AND 2 FEET HIGHER
 PL0010'THAN THE HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD
 PL0010'NAIL AND WASHER.
 PL0010
 PL0010                          STATION RECOVERY (2001)
 PL0010
 PL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0263 ***********************************************************************
 NF0263  DESIGNATION -  3
 NF0263  PID         -  NF0263
 NF0263  STATE/COUNTY-  MI/EATON
 NF0263  COUNTRY     -  US
 NF0263  USGS QUAD   -  WACOUSTA (2017)
 NF0263
 NF0263                         *CURRENT SURVEY CONTROL
 NF0263  ______________________________________________________________________
 NF0263* NAD 83(1986) POSITION- 42 46 32.     (N) 084 41 15.     (W)   SCALED
 NF0263* NAVD 88 ORTHO HEIGHT -   264.123 (meters)      866.54  (feet) ADJUSTED
 NF0263  ______________________________________________________________________
 NF0263  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 NF0263  DYNAMIC HEIGHT  -        264.048 (meters)      866.30  (feet) COMP
 NF0263  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 NF0263
 NF0263  VERT ORDER      -  SECOND    CLASS 0
 NF0263
 NF0263.The horizontal coordinates were scaled from a map and have
 NF0263.an estimated accuracy of +/- 6 seconds.
 NF0263
 NF0263.The orthometric height was determined by differential leveling and
 NF0263.adjusted by the NATIONAL GEODETIC SURVEY
 NF0263.in June 1991.
 NF0263
 NF0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0263.GEOID18 height accuracy estimate available here.
 NF0263
 NF0263.Click photographs - Photos may exist for this station.
 NF0263
 NF0263.The dynamic height is computed by dividing the NAVD 88
 NF0263.geopotential number by the normal gravity value computed on the
 NF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0263.degrees latitude (g = 980.6199 gals.).
 NF0263
 NF0263.The modeled gravity was interpolated from observed gravity values.
 NF0263
 NF0263;                    North         East    Units  Estimated Accuracy
 NF0263;SPC MI S     -   141,740.    3,973,750.      MT  (+/- 180 meters Scaled)
 NF0263
 NF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN891384(NAD 83)
 NF0263
 NF0263                          SUPERSEDED SURVEY CONTROL
 NF0263
 NF0263  NGVD 29 (??/??/92)  264.255  (m)          866.98   (f) ADJ UNCH    2 0
 NF0263
 NF0263.Superseded values are not recommended for survey control.
 NF0263
 NF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0263.See file dsdata.pdf to determine how the superseded data were derived.
 NF0263
 NF0263_MARKER: Q = CHISELED SQUARE
 NF0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0263_SP_SET: BRIDGE
 NF0263_PROJECTION: FLUSH
 NF0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0263
 NF0263  HISTORY     - Date     Condition        Report By
 NF0263  HISTORY     - UNK      MONUMENTED       PMRR
 NF0263  HISTORY     - 1934     GOOD             CGS
 NF0263  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0263
 NF0263                          STATION DESCRIPTION
 NF0263
 NF0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0263'2 MI W FROM DELTA.
 NF0263'IN EATON COUNTY, 2.0 MILES WEST ALONG THE PERE MARQUETTE DISTRICT
 NF0263'OF THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT DELTA,
 NF0263'CLINTON COUNTY, AT A BRIDGE OVER A CATTLE PASS, ON THE TOP OF THE
 NF0263'SOUTHEAST CORNER OF THE CONCRETE BACK WALL, 3.7 FEET SOUTH OF
 NF0263'THE SOUTH RAIL, AND ABOUT 10 INCHES LOWER THAN THE TOP OF THE
 NF0263'RAIL.  A CHISELED SQUARE.
 NF0263
 NF0263                          STATION RECOVERY (1992)
 NF0263
 NF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0263'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6024 ***********************************************************************
 AC6024  DESIGNATION -  3
 AC6024  PID         -  AC6024
 AC6024  STATE/COUNTY-  MI/KEWEENAW
 AC6024  COUNTRY     -  US
 AC6024  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6024
 AC6024                         *CURRENT SURVEY CONTROL
 AC6024  ______________________________________________________________________
 AC6024* NAD 83(1986) POSITION- 47 27 30.     (N) 088 09 30.     (W)   SCALED
 AC6024* NAVD 88 ORTHO HEIGHT -   184.736 (meters)      606.09  (feet) ADJUSTED
 AC6024  ______________________________________________________________________
 AC6024  GEOID HEIGHT    -        -34.882 (meters)                     GEOID18
 AC6024  DYNAMIC HEIGHT  -        184.771 (meters)      606.20  (feet) COMP
 AC6024  MODELED GRAVITY -    980,798.7   (mgal)                       NAVD 88
 AC6024
 AC6024  VERT ORDER      -  SECOND    CLASS I
 AC6024
 AC6024.The horizontal coordinates were scaled from a map and have
 AC6024.an estimated accuracy of +/- 6 seconds.
 AC6024
 AC6024.The orthometric height was determined by differential leveling and
 AC6024.adjusted by the NATIONAL GEODETIC SURVEY
 AC6024.in March 1997.
 AC6024
 AC6024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6024.GEOID18 height accuracy estimate available here.
 AC6024
 AC6024.Click photographs - Photos may exist for this station.
 AC6024
 AC6024.The dynamic height is computed by dividing the NAVD 88
 AC6024.geopotential number by the normal gravity value computed on the
 AC6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6024.degrees latitude (g = 980.6199 gals.).
 AC6024
 AC6024.The modeled gravity was interpolated from observed gravity values.
 AC6024
 AC6024;                    North         East    Units  Estimated Accuracy
 AC6024;SPC MI N     -   297,970.    7,912,650.      MT  (+/- 180 meters Scaled)
 AC6024
 AC6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT126567(NAD 83)
 AC6024
 AC6024                          SUPERSEDED SURVEY CONTROL
 AC6024
 AC6024.No superseded survey control is available for this station.
 AC6024
 AC6024_MARKER: DD = SURVEY DISK
 AC6024_SETTING: 66 = SET IN ROCK OUTCROP
 AC6024_STAMPING: 3
 AC6024_MARK LOGO: USACE
 AC6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6024+STABILITY: POSITION/ELEVATION WELL
 AC6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6024+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC6024
 AC6024  HISTORY     - Date     Condition        Report By
 AC6024  HISTORY     - 1975     MONUMENTED       USACE
 AC6024  HISTORY     - 19960717 GOOD             NGS
 AC6024
 AC6024                          STATION DESCRIPTION
 AC6024
 AC6024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6024'0.2 KM (0.10 MI) EASTERLY ALONG NORTH STREET FROM THE JUNCTION OF
 AC6024'STATE HIGHWAY 26 IN EAGLE HARBOR, IN A LARGE AREA OF OUTCROPPING
 AC6024'BEDROCK SOUTHEAST OF THE LAKE BREEZE HOTEL, 53.0 M (173.9 FT) EAST OF
 AC6024'THE SOUTHEAST CORNER OF A PARKING LOT, 17.9 M (58.7 FT) EAST OF THE
 AC6024'SOUTHEAST CORNER OF A SEAWALL, 5.5 M (18.0 FT) EAST OF THE WATERS
 AC6024'EDGE, 2.5 M (8.2 FT) NORTH OF THE SOUTH EDGE OF THE BEDROCK, AND 0.8 M
 AC6024'(2.6 FT) NORTHWEST OF THE HIGH POINT OF THE OUTCROP.  NOTE--THE
 AC6024'MONUMENT IS ON PROPERTY OF MARCIA RALEY, LAKE BREEZE HOTEL, EAGLE
 AC6024'HARBOR, MI 49950, TELEPHONE NUMBER (906) 289-4514.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI1020 ***********************************************************************
 AI1020  DESIGNATION -  3
 AI1020  PID         -  AI1020
 AI1020  STATE/COUNTY-  MI/CHARLEVOIX
 AI1020  COUNTRY     -  US
 AI1020  USGS QUAD   -  IRONTON (2017)
 AI1020
 AI1020                         *CURRENT SURVEY CONTROL
 AI1020  ______________________________________________________________________
 AI1020* NAD 83(2011) POSITION- 45 19 16.72928(N) 085 14 58.23576(W)   ADJUSTED
 AI1020* NAD 83(2011) ELLIP HT-   155.355 (meters)        (06/27/12)   ADJUSTED
 AI1020* NAD 83(2011) EPOCH   -  2010.00
 AI1020* NAVD 88 ORTHO HEIGHT -   190.5   (meters)      625.    (feet) GPS OBS
 AI1020  ______________________________________________________________________
 AI1020  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1020  GEOID HEIGHT    -        -35.060 (meters)                     GEOID96
 AI1020  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 AI1020  NAD 83(2011) X  -    372,044.166 (meters)                     COMP
 AI1020  NAD 83(2011) Y  - -4,476,947.001 (meters)                     COMP
 AI1020  NAD 83(2011) Z  -  4,512,638.138 (meters)                     COMP
 AI1020  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AI1020
 AI1020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1020  Standards:
 AI1020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1020  -------------------------------------------------------------------
 AI1020  NETWORK    0.86   0.86           0.40   0.28   0.44     -0.01248239
 AI1020  -------------------------------------------------------------------
 AI1020  Click here for local accuracies and other accuracy information.
 AI1020
 AI1020.The horizontal coordinates were established by GPS observations
 AI1020.and adjusted by the National Geodetic Survey in June 2012.
 AI1020
 AI1020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1020.been affixed to the stable North American tectonic plate. See 
 AI1020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1020
 AI1020.The horizontal coordinates are valid at the epoch date displayed above
 AI1020.which is a decimal equivalence of Year/Month/Day.
 AI1020
 AI1020.The orthometric height was determined by GPS observations and a
 AI1020.high-resolution geoid model.
 AI1020
 AI1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1020.GEOID18 height accuracy estimate available here.
 AI1020
 AI1020.Click photographs - Photos may exist for this station.
 AI1020
 AI1020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1020
 AI1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1020
 AI1020.The ellipsoidal height was determined by GPS observations
 AI1020.and is referenced to NAD 83.
 AI1020
 AI1020. The following values were computed from the NAD 83(2011) position.
 AI1020
 AI1020;                    North         East     Units Scale Factor Converg.
 AI1020;SPC MI C     -   223,134.897 5,930,786.665   MT  0.99993444   -0 37 25.1
 AI1020;SPC MI C     -   732,069.87 19,457,961.50   iFT  0.99993444   -0 37 25.1
 AI1020;UTM  16      - 5,020,135.711   637,191.897   MT  0.99983142   +1 14 41.6
 AI1020
 AI1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1020!SPC MI C     -   0.99997564  x   0.99993444  =   0.99991009
 AI1020!UTM  16      -   0.99997564  x   0.99983142  =   0.99980707
 AI1020
 AI1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3719120135(NAD 83)
 AI1020
 AI1020                          SUPERSEDED SURVEY CONTROL
 AI1020
 AI1020  NAD 83(2007)-  45 19 16.72948(N)    085 14 58.23686(W) AD(2002.00) 0
 AI1020  ELLIP H (02/10/07)  155.395  (m)                       GP(2002.00)    
 AI1020  ELLIP H (07/12/02)  155.409  (m)                       GP(       ) 4 1
 AI1020  NAD 83(1994)-  45 19 16.72892(N)    085 14 58.23688(W) AD(       ) 1
 AI1020  ELLIP H (08/16/99)  155.407  (m)                       GP(       ) 3 2
 AI1020
 AI1020.Superseded values are not recommended for survey control.
 AI1020
 AI1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1020.See file dsdata.pdf to determine how the superseded data were derived.
 AI1020
 AI1020_MARKER: DD = SURVEY DISK
 AI1020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1020_STAMPING: 3-1998
 AI1020_MARK LOGO: WADTRI
 AI1020_PROJECTION: RECESSED 10 CENTIMETERS
 AI1020_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1020+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1020_ROD/PIPE-DEPTH: 10 meters
 AI1020_SLEEVE-DEPTH  : 10 meters
 AI1020
 AI1020  HISTORY     - Date     Condition        Report By
 AI1020  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1020
 AI1020                          STATION DESCRIPTION
 AI1020
 AI1020'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1020'DESCRIBED BY WADE-TRIM INC. FROM DRAW BRIDGE NORTH ON 31 IN
 AI1020'CHARLEVOIX, .65 MILES (1.05 KM) TO MEECH STREET, THEN SOUTH .10 MILES
 AI1020'(0.16 KM) TO INTERSECTION OF MEECH AND CHERRY STREET, STATION IS 93.18
 AI1020'FT SOUTHEASTERLY OF MEECH AND CHERRY 89.70 FEET SE OF PP IN NE QUAD OF
 AI1020'MEECH AND CHERRY, 57.74 FT NE OF PP ON EAST SIDE OF MEECH, 63.55 FT NW
 AI1020'OF FACE OF 16 INCH MAPLE ON WEST SIDE OF PARK ROW AVE. ALUM ROD WITH
 AI1020'ALUM DISKDRIVEN TO POINT OF REFUSAL IN NGS BOX STAMPED NO.3-1998 ON
 AI1020'RIM OF BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0184 ***********************************************************************
 QJ0184  DESIGNATION -  3 GEU
 QJ0184  PID         -  QJ0184
 QJ0184  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0184  COUNTRY     -  US
 QJ0184  USGS QUAD   -  MOLTKE (2017)
 QJ0184
 QJ0184                         *CURRENT SURVEY CONTROL
 QJ0184  ______________________________________________________________________
 QJ0184* NAD 83(1986) POSITION- 45 27 44.     (N) 083 52 48.     (W)   SCALED
 QJ0184* NAVD 88 ORTHO HEIGHT -   184.193 (meters)      604.31  (feet) ADJUSTED
 QJ0184  ______________________________________________________________________
 QJ0184  GEOID HEIGHT    -        -36.812 (meters)                     GEOID18
 QJ0184  DYNAMIC HEIGHT  -        184.185 (meters)      604.28  (feet) COMP
 QJ0184  MODELED GRAVITY -    980,567.4   (mgal)                       NAVD 88
 QJ0184  OBS GRAVITY     -    980,569.8   (mgal)                       GRAV_OBS
 QJ0184
 QJ0184  VERT ORDER      -  FIRST     CLASS II
 QJ0184
 QJ0184.The horizontal coordinates were scaled from a map and have
 QJ0184.an estimated accuracy of +/- 6 seconds.
 QJ0184
 QJ0184.The orthometric height was determined by differential leveling and
 QJ0184.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0184.in June 1991.
 QJ0184
 QJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0184.GEOID18 height accuracy estimate available here.
 QJ0184
 QJ0184.Click photographs - Photos may exist for this station.
 QJ0184
 QJ0184.The dynamic height is computed by dividing the NAVD 88
 QJ0184.geopotential number by the normal gravity value computed on the
 QJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0184.degrees latitude (g = 980.6199 gals.).
 QJ0184
 QJ0184.The modeled gravity was interpolated from observed gravity values.
 QJ0184
 QJ0184.The observed gravity was obtained from relative gravimeter ties
 QJ0184.to the IGSN71 gravity network.
 QJ0184
 QJ0184;                    North         East    Units  Estimated Accuracy
 QJ0184;SPC MI C     -   238,530.    6,038,060.      MT  (+/- 180 meters Scaled)
 QJ0184
 QJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL748383(NAD 83)
 QJ0184
 QJ0184                          SUPERSEDED SURVEY CONTROL
 QJ0184
 QJ0184.No superseded survey control is available for this station.
 QJ0184
 QJ0184_MARKER: DD = SURVEY DISK
 QJ0184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0184_SP_SET: HEADWALL OF CULVERT
 QJ0184_STAMPING: 3 GEU 1971
 QJ0184_MARK LOGO: USGS
 QJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0184+STABILITY: SURFACE MOTION
 QJ0184
 QJ0184  HISTORY     - Date     Condition        Report By
 QJ0184  HISTORY     - 1971     MONUMENTED       USGS
 QJ0184  HISTORY     - 1983     GOOD             NGS
 QJ0184  HISTORY     - 20030627 GOOD             USPSQD
 QJ0184  HISTORY     - 20070411 MARK NOT FOUND   INDIV
 QJ0184  HISTORY     - 20070619 MARK NOT FOUND   MIDT
 QJ0184
 QJ0184                          STATION DESCRIPTION
 QJ0184
 QJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0184'7.3 KM (4.55 MI) NW FROM ROGERS CITY.
 QJ0184'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0184'STREET) IN ROGERS CITY, THENCE 5.5 KM (3.45 MI) NORTHWEST ALONG THE
 QJ0184'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IS A U.S.
 QJ0184'DEPARTMENT OF INTERIOR SURVEY DISK SET IN TOP OF THE NORTHWEST END OF
 QJ0184'THE NORTHEAST HEADWALL, 15.03 KM (0.2 MI) SOUTHEAST OF AN ASPHALT SIDE
 QJ0184'ROAD LEADING NORTH-NORTHEAST TO THE HOEFT STATE PARK, 9.6 METERS
 QJ0184'(31.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER
 QJ0184'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 QJ0184'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QJ0184
 QJ0184                          STATION RECOVERY (2003)
 QJ0184
 QJ0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0184'RECOVERED IN GOOD CONDITION.
 QJ0184
 QJ0184                          STATION RECOVERY (2007)
 QJ0184
 QJ0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CHH)
 QJ0184'MARK NOT FOUND.
 QJ0184
 QJ0184                          STATION RECOVERY (2007)
 QJ0184
 QJ0184'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0285 ***********************************************************************
 QK0285  DESIGNATION -  3 RBC
 QK0285  PID         -  QK0285
 QK0285  STATE/COUNTY-  MI/MACKINAC
 QK0285  COUNTRY     -  US
 QK0285  USGS QUAD   -  MORAN (2017)
 QK0285
 QK0285                         *CURRENT SURVEY CONTROL
 QK0285  ______________________________________________________________________
 QK0285* NAD 83(1986) POSITION- 45 54 41.     (N) 084 52 08.     (W)   SCALED
 QK0285* NAVD 88 ORTHO HEIGHT -   178.449 (meters)      585.46  (feet) ADJUSTED
 QK0285  ______________________________________________________________________
 QK0285  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 QK0285  DYNAMIC HEIGHT  -        178.458 (meters)      585.49  (feet) COMP
 QK0285  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 QK0285
 QK0285  VERT ORDER      -  FIRST     CLASS 0
 QK0285
 QK0285.The horizontal coordinates were scaled from a map and have
 QK0285.an estimated accuracy of +/- 6 seconds.
 QK0285
 QK0285.The orthometric height was determined by differential leveling and
 QK0285.adjusted by the NATIONAL GEODETIC SURVEY
 QK0285.in June 1991.
 QK0285
 QK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0285.GEOID18 height accuracy estimate available here.
 QK0285
 QK0285.Click photographs - Photos may exist for this station.
 QK0285
 QK0285.The dynamic height is computed by dividing the NAVD 88
 QK0285.geopotential number by the normal gravity value computed on the
 QK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0285.degrees latitude (g = 980.6199 gals.).
 QK0285
 QK0285.The modeled gravity was interpolated from observed gravity values.
 QK0285
 QK0285;                    North         East    Units  Estimated Accuracy
 QK0285;SPC MI N     -   127,600.    8,165,310.      MT  (+/- 180 meters Scaled)
 QK0285
 QK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR652864(NAD 83)
 QK0285
 QK0285                          SUPERSEDED SURVEY CONTROL
 QK0285
 QK0285  NGVD 29 (??/??/92)  178.494  (m)          585.61   (f) ADJ UNCH    1 0
 QK0285
 QK0285.Superseded values are not recommended for survey control.
 QK0285
 QK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0285.See file dsdata.pdf to determine how the superseded data were derived.
 QK0285
 QK0285_MARKER: DB = BENCH MARK DISK
 QK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0285_STAMPING: 3 RBC 1958
 QK0285_MARK LOGO: USGS
 QK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0285+STABILITY: SURFACE MOTION
 QK0285
 QK0285  HISTORY     - Date     Condition        Report By
 QK0285  HISTORY     - 1958     MONUMENTED       USGS
 QK0285  HISTORY     - 1972     GOOD             NGS
 QK0285  HISTORY     - 19950702 POOR             USPSQD
 QK0285  HISTORY     - 20010331 GOOD             NGS
 QK0285  HISTORY     - 20030606 GOOD             USPSQD
 QK0285  HISTORY     - 20060830 GOOD             USPSQD
 QK0285
 QK0285                          STATION DESCRIPTION
 QK0285
 QK0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0285'9.1 MI NW FROM ST IGNACE.
 QK0285'ABOUT 9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0285'OVER I 75 AT ST IGNACE, ABOUT 0.4 MILE SOUTHEAST OF A 20-FOOT
 QK0285'CONCRETE BRIDGE OVER THE PTE AUX CHENES RIVER, AT THE INSIDE AND
 QK0285'NEAR THE EAST END OF A LONG CURVE IN THE HIGHWAY, 92 FEET
 QK0285'SOUTHEAST OF POWER POLE F 230-E 112, IN SECTION 25, R 5 W, T 41
 QK0285'N, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 QK0285'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 QK0285'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 25,
 QK0285'T41N, R5W.  NOTE-- POST APPEARS TO LEAN SLIGHTLY TO THE WEST.
 QK0285'POSSIBLY SET THIS WAY.  THE DIRT HAS BEEN REMOVED FROM AROUND
 QK0285'THE POST LEAVING THE MARK ON A SMALL MOUND OF DIRT.
 QK0285
 QK0285                          STATION RECOVERY (1995)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0285'MARK RECOVERED IN POOR CONDITION.
 QK0285
 QK0285                          STATION RECOVERY (2001)
 QK0285
 QK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0285
 QK0285                          STATION RECOVERY (2003)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0285'RECOVERED IN GOOD CONDITION.
 QK0285
 QK0285                          STATION RECOVERY (2006)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0359 ***********************************************************************
 NE0359  DESIGNATION -  30 1/2
 NE0359  PID         -  NE0359
 NE0359  STATE/COUNTY-  MI/OAKLAND
 NE0359  COUNTRY     -  US
 NE0359  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0359
 NE0359                         *CURRENT SURVEY CONTROL
 NE0359  ______________________________________________________________________
 NE0359* NAD 83(1986) POSITION- 42 40 38.     (N) 083 21 46.     (W)   SCALED
 NE0359* NAVD 88 ORTHO HEIGHT -   292.497 (meters)      959.63  (feet) POSTED
 NE0359  ______________________________________________________________________
 NE0359  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 NE0359  DYNAMIC HEIGHT  -        292.41  (meters)      959.3   (feet) COMP
 NE0359  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 NE0359
 NE0359  VERT ORDER      -  * POSTED, SEE BELOW
 NE0359
 NE0359.The horizontal coordinates were scaled from a map and have
 NE0359.an estimated accuracy of +/- 6 seconds.
 NE0359
 NE0359.The orthometric height was determined by differential leveling
 NE0359.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NE0359
 NE0359.* This is a POSTED BENCH MARK height.
 NE0359
 NE0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0359.GEOID18 height accuracy estimate available here.
 NE0359
 NE0359.Click photographs - Photos may exist for this station.
 NE0359
 NE0359.The dynamic height is computed by dividing the NAVD 88
 NE0359.geopotential number by the normal gravity value computed on the
 NE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0359.degrees latitude (g = 980.6199 gals.).
 NE0359
 NE0359.The modeled gravity was interpolated from observed gravity values.
 NE0359
 NE0359;                    North         East    Units  Estimated Accuracy
 NE0359;SPC MI S     -   131,250.    4,082,280.      MT  (+/- 180 meters Scaled)
 NE0359
 NE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH064276(NAD 83)
 NE0359
 NE0359                          SUPERSEDED SURVEY CONTROL
 NE0359
 NE0359  NGVD 29 (??/??/92)  292.59   (m)          959.9    (f) COMPUTED    2 0
 NE0359
 NE0359.Superseded values are not recommended for survey control.
 NE0359
 NE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0359.See file dsdata.pdf to determine how the superseded data were derived.
 NE0359
 NE0359_MARKER: B = BOLT
 NE0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0359_STAMPING: 30-1/2
 NE0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0359+STABILITY: SURFACE MOTION
 NE0359
 NE0359  HISTORY     - Date     Condition        Report By
 NE0359  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0359  HISTORY     - 1939     MARK NOT FOUND   CGS
 NE0359
 NE0359                          STATION DESCRIPTION
 NE0359
 NE0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NE0359'0.6 MI SE FROM DRAYTON PLAINS.
 NE0359'0.6 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0359'THE STATION AT DRAYTON PLAINS, OAKLAND COUNTY, 0.4 MILE SOUTHEAST
 NE0359'OF MILEPOST D 31, 0.5 MILE SOUTHEAST OF A ROAD CROSSING, 36.3
 NE0359'FEET SOUTHWEST OF A WHISTLE POST, 41.4 FEET SOUTHWEST OF THE
 NE0359'SOUTHWEST RAIL, AND ABOUT 7 FEET LOWER THAN THE RAIL.  A COPPER
 NE0359'BOLT, STAMPED 30-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0390 ***********************************************************************
 NE0390  DESIGNATION -  30 1/2
 NE0390  PID         -  NE0390
 NE0390  STATE/COUNTY-  MI/OAKLAND
 NE0390  COUNTRY     -  US
 NE0390  USGS QUAD   -  ROCHESTER (2017)
 NE0390
 NE0390                         *CURRENT SURVEY CONTROL
 NE0390  ______________________________________________________________________
 NE0390* NAD 83(1986) POSITION- 42 38 25.     (N) 083 12 01.     (W)   SCALED
 NE0390* NAVD 88 ORTHO HEIGHT -   261.864 (meters)      859.13  (feet) ADJUSTED
 NE0390  ______________________________________________________________________
 NE0390  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 NE0390  DYNAMIC HEIGHT  -        261.786 (meters)      858.88  (feet) COMP
 NE0390  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 NE0390
 NE0390  VERT ORDER      -  SECOND    CLASS 0
 NE0390
 NE0390.The horizontal coordinates were scaled from a map and have
 NE0390.an estimated accuracy of +/- 6 seconds.
 NE0390
 NE0390.The orthometric height was determined by differential leveling and
 NE0390.adjusted by the NATIONAL GEODETIC SURVEY
 NE0390.in June 1991.
 NE0390
 NE0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0390.GEOID18 height accuracy estimate available here.
 NE0390
 NE0390.Click photographs - Photos may exist for this station.
 NE0390
 NE0390.The dynamic height is computed by dividing the NAVD 88
 NE0390.geopotential number by the normal gravity value computed on the
 NE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0390.degrees latitude (g = 980.6199 gals.).
 NE0390
 NE0390.The modeled gravity was interpolated from observed gravity values.
 NE0390
 NE0390;                    North         East    Units  Estimated Accuracy
 NE0390;SPC MI S     -   127,320.    4,095,650.      MT  (+/- 180 meters Scaled)
 NE0390
 NE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH196232(NAD 83)
 NE0390
 NE0390                          SUPERSEDED SURVEY CONTROL
 NE0390
 NE0390  NGVD 29 (??/??/92)  261.98   (m)          859.5    (f) COMPUTED    2 0
 NE0390
 NE0390.Superseded values are not recommended for survey control.
 NE0390
 NE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0390.See file dsdata.pdf to determine how the superseded data were derived.
 NE0390
 NE0390_MARKER: B = BOLT
 NE0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0390_STAMPING: 30-1/2
 NE0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0390+STABILITY: SURFACE MOTION
 NE0390
 NE0390  HISTORY     - Date     Condition        Report By
 NE0390  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0390  HISTORY     - 1934     GOOD             CGS
 NE0390  HISTORY     - 20010731 MARK NOT FOUND   LOCSUR
 NE0390
 NE0390                          STATION DESCRIPTION
 NE0390
 NE0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0390'1.1 MI NE FROM AMY.
 NE0390'1.1 MILES NORTHEAST ALONG THE GRAND TRAUNK WESTERN RAILWAY FROM
 NE0390'THE STATION AT AMY, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0390'R 31, 50 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 313,
 NE0390'32 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF THE
 NE0390'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE TOP OF
 NE0390'THE RAIL.  A COPPER BOLT, STAMPED 30-1/2 AND SET IN THE TOP OF
 NE0390'A CONCRETE POST.
 NE0390
 NE0390                          STATION RECOVERY (2001)
 NE0390
 NE0390'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AD9913 ***********************************************************************
 AD9913  DESIGNATION -  30 OMA RESET
 AD9913  PID         -  AD9913
 AD9913  STATE/COUNTY-  MI/HURON
 AD9913  COUNTRY     -  US
 AD9913  USGS QUAD   -  SEBEWAING (2017)
 AD9913
 AD9913                         *CURRENT SURVEY CONTROL
 AD9913  ______________________________________________________________________
 AD9913* NAD 83(2011) POSITION- 43 43 35.46347(N) 083 22 33.08801(W)   ADJUSTED
 AD9913* NAD 83(2011) ELLIP HT-   155.901 (meters)        (06/27/12)   ADJUSTED
 AD9913* NAD 83(2011) EPOCH   -  2010.00
 AD9913* NAVD 88 ORTHO HEIGHT -   190.1   (meters)      624.    (feet) GPS OBS
 AD9913  ______________________________________________________________________
 AD9913  NAVD 88 orthometric height was determined with geoid model    G96SSS
 AD9913  GEOID HEIGHT    -        -35.018 (meters)                     G96SSS
 AD9913  GEOID HEIGHT    -        -34.590 (meters)                     GEOID18
 AD9913  NAD 83(2011) X  -    532,556.359 (meters)                     COMP
 AD9913  NAD 83(2011) Y  - -4,585,825.434 (meters)                     COMP
 AD9913  NAD 83(2011) Z  -  4,386,290.855 (meters)                     COMP
 AD9913  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AD9913
 AD9913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9913  Standards:
 AD9913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9913  -------------------------------------------------------------------
 AD9913  NETWORK    1.94   3.21           0.30   0.97   1.64      0.52173833
 AD9913  -------------------------------------------------------------------
 AD9913  Click here for local accuracies and other accuracy information.
 AD9913
 AD9913.The horizontal coordinates were established by GPS observations
 AD9913.and adjusted by the National Geodetic Survey in June 2012.
 AD9913
 AD9913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9913.been affixed to the stable North American tectonic plate. See 
 AD9913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9913
 AD9913.The horizontal coordinates are valid at the epoch date displayed above
 AD9913.which is a decimal equivalence of Year/Month/Day.
 AD9913
 AD9913.The orthometric height was determined by GPS observations and a
 AD9913.high-resolution geoid model.
 AD9913
 AD9913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9913.GEOID18 height accuracy estimate available here.
 AD9913
 AD9913.Click photographs - Photos may exist for this station.
 AD9913
 AD9913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9913
 AD9913.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD9913
 AD9913.The ellipsoidal height was determined by GPS observations
 AD9913.and is referenced to NAD 83.
 AD9913
 AD9913. The following values were computed from the NAD 83(2011) position.
 AD9913
 AD9913;                    North         East     Units Scale Factor Converg.
 AD9913;SPC MI S     -   247,798.122 4,079,832.470   MT  1.00001484   +0 40 27.4
 AD9913;SPC MI S     -   812,985.96 13,385,277.13   iFT  1.00001484   +0 40 27.4
 AD9913;UTM  17      - 4,844,241.676   308,642.422   MT  1.00005041   -1 38 33.8
 AD9913
 AD9913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9913!SPC MI S     -   0.99997555  x   1.00001484  =   0.99999039
 AD9913!UTM  17      -   0.99997555  x   1.00005041  =   1.00002596
 AD9913
 AD9913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0864244241(NAD 83)
 AD9913
 AD9913                          SUPERSEDED SURVEY CONTROL
 AD9913
 AD9913  NAD 83(2007)-  43 43 35.46348(N)    083 22 33.08936(W) AD(2002.00) 0
 AD9913  ELLIP H (02/10/07)  155.915  (m)                       GP(2002.00)    
 AD9913  ELLIP H (07/12/02)  155.918  (m)                       GP(       ) 3 2
 AD9913  NAD 83(1994)-  43 43 35.46362(N)    083 22 33.08945(W) AD(       ) A
 AD9913  ELLIP H (07/24/97)  155.926  (m)                       GP(       ) 2 1
 AD9913
 AD9913.Superseded values are not recommended for survey control.
 AD9913
 AD9913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9913.See file dsdata.pdf to determine how the superseded data were derived.
 AD9913
 AD9913_MARKER: DD = SURVEY DISK
 AD9913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9913_STAMPING: 30 OMA RESET 1996
 AD9913_MARK LOGO: USGS
 AD9913_PROJECTION: PROJECTING 3 CENTIMETERS
 AD9913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9913+STABILITY: SURFACE MOTION
 AD9913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9913+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 AD9913
 AD9913  HISTORY     - Date     Condition        Report By
 AD9913  HISTORY     - 1996     MONUMENTED       NGS
 AD9913  HISTORY     - 19991211 GOOD             USPSQD
 AD9913  HISTORY     - 20050727 GOOD             ROWEIN
 AD9913  HISTORY     - 20210617 GOOD             MIDT
 AD9913
 AD9913                          STATION DESCRIPTION
 AD9913
 AD9913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RLR)
 AD9913'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) EAST OF SEBEWAING, 4.05 MI
 AD9913'(6.52 KM) NORTH OF HURON-TUSCOLA COUNTY LINE, AND 1.85 MI (2.98 KM)
 AD9913'SOUTH AND WEST OF KILMANAGH.  IT IS NEAR THE CORNER OF SECTIONS 11,
 AD9913'12, 13 AND 14, T-15-N, R-9-W, SEBEWAING TOWNSHIP.  OWNERSHIP-- HURON
 AD9913'COUNTY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-25 AND
 AD9913'SEBEWAING ROAD AT THE SOUTH SIDE OF SEBEWAING, GO EAST ON SEBEWAING
 AD9913'ROAD FOR 3.5 MI (5.6 KM) TO A GRADED CROSSROAD, VOLZ RD.  TURN RIGHT,
 AD9913'AND GO SOUTH ON VOLZ RD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AD9913'LEFT IN THE WIDEST PORTION OF THE GRASSY STRIP BETWEEN THE ROAD AND
 AD9913'THE CULTIVATED FIELD.  STATION IS A STANDARD USGS DISC, SET INTO THE
 AD9913'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1-INCH ABOVE
 AD9913'THE GROUND SURFACE.  IT IS 267.0 FT (81.4 M) SOUTH FROM THE
 AD9913'APPROXIMATE CENTER OF SEBEWAING ROAD, 98.0 FT (29.9 M) SOUTHEAST FROM
 AD9913'A UTILITY POLE IN THE CULTIVATED FIELD ON THE WEST SIDE OF VOLZ RD,
 AD9913'2.0 FT (0.6 M) SOUTH FROM A CARSONITE WITNESS POST AND 2.0 FT (0.6 M)
 AD9913'NORTH FROM A CARSONITE WITNESS POST.  DESCRIBED BY RONALD L.  RAMSEY,
 AD9913'NGS GEODETIC ADVISOR - MICHIGAN.
 AD9913
 AD9913                          STATION RECOVERY (1999)
 AD9913
 AD9913'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD9913'RECOVERED IN GOOD CONDITION.
 AD9913
 AD9913                          STATION RECOVERY (2005)
 AD9913
 AD9913'RECOVERY NOTE BY ROWE INCORPORATED 2005 (JJF)
 AD9913'RECOVERED IN GOOD CONDITION.
 AD9913
 AD9913                          STATION RECOVERY (2021)
 AD9913
 AD9913'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 AD9913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0128 ***********************************************************************
 QJ0128  DESIGNATION -  30 RMC
 QJ0128  PID         -  QJ0128
 QJ0128  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0128  COUNTRY     -  US
 QJ0128  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0128
 QJ0128                         *CURRENT SURVEY CONTROL
 QJ0128  ______________________________________________________________________
 QJ0128* NAD 83(1986) POSITION- 45 16 42.     (N) 083 35 52.     (W)   SCALED
 QJ0128* NAVD 88 ORTHO HEIGHT -   219.243 (meters)      719.30  (feet) ADJUSTED
 QJ0128  ______________________________________________________________________
 QJ0128  GEOID HEIGHT    -        -36.782 (meters)                     GEOID18
 QJ0128  DYNAMIC HEIGHT  -        219.230 (meters)      719.26  (feet) COMP
 QJ0128  MODELED GRAVITY -    980,554.1   (mgal)                       NAVD 88
 QJ0128
 QJ0128  VERT ORDER      -  FIRST     CLASS II
 QJ0128
 QJ0128.The horizontal coordinates were scaled from a map and have
 QJ0128.an estimated accuracy of +/- 6 seconds.
 QJ0128
 QJ0128.The orthometric height was determined by differential leveling and
 QJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0128.in June 1991.
 QJ0128
 QJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0128.GEOID18 height accuracy estimate available here.
 QJ0128
 QJ0128.Click photographs - Photos may exist for this station.
 QJ0128
 QJ0128.The dynamic height is computed by dividing the NAVD 88
 QJ0128.geopotential number by the normal gravity value computed on the
 QJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0128.degrees latitude (g = 980.6199 gals.).
 QJ0128
 QJ0128.The modeled gravity was interpolated from observed gravity values.
 QJ0128
 QJ0128;                    North         East    Units  Estimated Accuracy
 QJ0128;SPC MI C     -   218,270.    6,060,330.      MT  (+/- 180 meters Scaled)
 QJ0128
 QJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL962171(NAD 83)
 QJ0128
 QJ0128                          SUPERSEDED SURVEY CONTROL
 QJ0128
 QJ0128.No superseded survey control is available for this station.
 QJ0128
 QJ0128_MARKER: DD = SURVEY DISK
 QJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0128_STAMPING: 30 RMC 1956
 QJ0128_MARK LOGO: USGS
 QJ0128_PROJECTION: PROJECTING 58 CENTIMETERS
 QJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0128+STABILITY: SURFACE MOTION
 QJ0128
 QJ0128  HISTORY     - Date     Condition        Report By
 QJ0128  HISTORY     - 1956     MONUMENTED       USGS
 QJ0128  HISTORY     - 1983     GOOD             NGS
 QJ0128  HISTORY     - 20060130 POOR             MIDT
 QJ0128
 QJ0128                          STATION DESCRIPTION
 QJ0128
 QJ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0128'32.8 KM (20.4 MI) SE FROM ROGERS CITY.
 QJ0128'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0128'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0128'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0128'ALONG GRAND LAKE HIGHWAY, THENCE 0.1 KM (0.05 MI) NORTH ALONG BOLTON
 QJ0128'ROAD (IS A GRAVELED CROSSROAD), 81.99 METERS (269.0 FT) NORTH OF THE
 QJ0128'CENTER OF GRAND LAKE HIGHWAY, 7.62 METERS (25.0 FT) EAST OF THE CENTER
 QJ0128'OF BOLTON ROAD, AND 10.66 METERS (35.0 FT) NORTH-NORTHWEST OF AN APPLE
 QJ0128'TREE.
 QJ0128'THE MARK IS 0.09 METERS  S FROM A WITNESS POST.
 QJ0128'THE MARK IS ABOVE LEVEL WITH BOLTON ROAD.
 QJ0128
 QJ0128                          STATION RECOVERY (2006)
 QJ0128
 QJ0128'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0128'RECOVERED AS DESCRIBED,   MARK WAS BROKEN OFF BY SNOW PLOW AFTER
 QJ0128'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0128'WILL RECOVER DISK IN NEXT TRIP TO AREA.
 QJ0128'SCALE FACTOR     0.99990114
 QJ0128'QJ0128  45 16 40.992467 N    83 35 52.051556 W   182.471
 QJ0128'METER       218236.6239         6060324.2529      219.243  -36.772
 QJ0128'STANDARD DEVIATION N E Z   0.0023   0.0023   0.0000
 QJ0128'INT. FT.     715999.4221        19882953.5855     719.301 -120.644
 QJ0128'STANDARD DEVIATION N E Z   0.0077   0.0076   0.0000
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0330 ***********************************************************************
 OJ0330  DESIGNATION -  301 1/2
 OJ0330  PID         -  OJ0330
 OJ0330  STATE/COUNTY-  MI/LAPEER
 OJ0330  COUNTRY     -  US
 OJ0330  USGS QUAD   -  IMLAY CITY (2017)
 OJ0330
 OJ0330                         *CURRENT SURVEY CONTROL
 OJ0330  ______________________________________________________________________
 OJ0330* NAD 83(1986) POSITION- 43 01 27.     (N) 083 04 58.     (W)   SCALED
 OJ0330* NAVD 88 ORTHO HEIGHT -   251.950 (meters)      826.61  (feet) POSTED
 OJ0330  ______________________________________________________________________
 OJ0330  GEOID HEIGHT    -        -34.746 (meters)                     GEOID18
 OJ0330  DYNAMIC HEIGHT  -        251.88  (meters)      826.4   (feet) COMP
 OJ0330  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 OJ0330
 OJ0330  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0330
 OJ0330.The horizontal coordinates were scaled from a map and have
 OJ0330.an estimated accuracy of +/- 6 seconds.
 OJ0330
 OJ0330.The orthometric height was determined by differential leveling
 OJ0330.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0330
 OJ0330.* This is a POSTED BENCH MARK height.
 OJ0330
 OJ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0330.GEOID18 height accuracy estimate available here.
 OJ0330
 OJ0330.Click photographs - Photos may exist for this station.
 OJ0330
 OJ0330.The dynamic height is computed by dividing the NAVD 88
 OJ0330.geopotential number by the normal gravity value computed on the
 OJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0330.degrees latitude (g = 980.6199 gals.).
 OJ0330
 OJ0330.The modeled gravity was interpolated from observed gravity values.
 OJ0330
 OJ0330;                    North         East    Units  Estimated Accuracy
 OJ0330;SPC MI S     -   170,100.    4,104,640.      MT  (+/- 180 meters Scaled)
 OJ0330
 OJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH303656(NAD 83)
 OJ0330
 OJ0330                          SUPERSEDED SURVEY CONTROL
 OJ0330
 OJ0330  NGVD 29 (??/??/92)  252.076  (m)          827.02   (f) ADJ UNCH    2 0
 OJ0330
 OJ0330.Superseded values are not recommended for survey control.
 OJ0330
 OJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0330.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0330
 OJ0330_MARKER: Z = SEE DESCRIPTION
 OJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0330_STAMPING: BM NO 301 1/2
 OJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0330+STABILITY: SURFACE MOTION
 OJ0330
 OJ0330  HISTORY     - Date     Condition        Report By
 OJ0330  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0330  HISTORY     - 1934     GOOD             CGS
 OJ0330
 OJ0330                          STATION DESCRIPTION
 OJ0330
 OJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0330'0.4 MI W FROM IMLAY CITY.
 OJ0330'0.4 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0330'STATION AT IMLAY CITY, LAPEER COUNTY, 46 YARDS SOUTHEAST OF
 OJ0330'THE SOUTHEAST CORNER OF A RAILWAY SECTION HOUSE, 52.6 FEET
 OJ0330'SOUTH OF THE SOUTH RAIL OF THE SOUTHWEST-BOUND TRACK.  1.8 FEET
 OJ0330'NORTH OF A WIRE FENCE, AND 4 FEET LOWER THAN THE TOP OF THE
 OJ0330'SOUTH RAIL.  A 1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 301 1/2
 OJ0330'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0121 ***********************************************************************
 NE0121  DESIGNATION -  3032
 NE0121  PID         -  NE0121
 NE0121  STATE/COUNTY-  MI/WAYNE
 NE0121  COUNTRY     -  US
 NE0121  USGS QUAD   -  BELLE ISLE (2017)
 NE0121
 NE0121                         *CURRENT SURVEY CONTROL
 NE0121  ______________________________________________________________________
 NE0121* NAD 83(1986) POSITION- 42 20 24.     (N) 082 56 52.     (W)   SCALED
 NE0121* NAVD 88 ORTHO HEIGHT -   176.024 (meters)      577.51  (feet) ADJUSTED
 NE0121  ______________________________________________________________________
 NE0121  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0121  DYNAMIC HEIGHT  -        175.972 (meters)      577.33  (feet) COMP
 NE0121  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 NE0121
 NE0121  VERT ORDER      -  FIRST     CLASS 0
 NE0121
 NE0121.The horizontal coordinates were scaled from a map and have
 NE0121.an estimated accuracy of +/- 6 seconds.
 NE0121
 NE0121.The orthometric height was determined by differential leveling and
 NE0121.adjusted by the NATIONAL GEODETIC SURVEY
 NE0121.in June 1991.
 NE0121
 NE0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0121.GEOID18 height accuracy estimate available here.
 NE0121
 NE0121.Click photographs - Photos may exist for this station.
 NE0121
 NE0121.The dynamic height is computed by dividing the NAVD 88
 NE0121.geopotential number by the normal gravity value computed on the
 NE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0121.degrees latitude (g = 980.6199 gals.).
 NE0121
 NE0121.The modeled gravity was interpolated from observed gravity values.
 NE0121
 NE0121;                    North         East    Units  Estimated Accuracy
 NE0121;SPC MI S     -    94,290.    4,116,920.      MT  (+/- 180 meters Scaled)
 NE0121
 NE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG395893(NAD 83)
 NE0121
 NE0121                          SUPERSEDED SURVEY CONTROL
 NE0121
 NE0121  NGVD 29 (??/??/92)  176.188  (m)          578.04   (f) ADJ UNCH    1 0
 NE0121
 NE0121.Superseded values are not recommended for survey control.
 NE0121
 NE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0121.See file dsdata.pdf to determine how the superseded data were derived.
 NE0121
 NE0121_MARKER: Z = SEE DESCRIPTION
 NE0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0121_SP_SET: WALL
 NE0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0121
 NE0121  HISTORY     - Date     Condition        Report By
 NE0121  HISTORY     - UNK      MONUMENTED       USLS
 NE0121  HISTORY     - 1970     GOOD             USLS
 NE0121
 NE0121                          STATION DESCRIPTION
 NE0121
 NE0121'DESCRIBED BY US LAKE SURVEY 1970
 NE0121'IN DETROIT.
 NE0121'RIVERSIDE TOWN HALL ON EAST SIDE OF LAUZON DRIVE, TABLET IN NORTH
 NE0121'CONCRETE FOUNDATION WALL, 1.7 FEET FROM NORTHWEST CORNER AND
 NE0121'0.2 FOOT BELOW BRICKWORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0116 ***********************************************************************
 NE0116  DESIGNATION -  3034
 NE0116  PID         -  NE0116
 NE0116  STATE/COUNTY-  MI/WAYNE
 NE0116  COUNTRY     -  US
 NE0116  USGS QUAD   -  BELLE ISLE (2017)
 NE0116
 NE0116                         *CURRENT SURVEY CONTROL
 NE0116  ______________________________________________________________________
 NE0116* NAD 83(1986) POSITION- 42 19 58.     (N) 082 57 21.     (W)   SCALED
 NE0116* NAVD 88 ORTHO HEIGHT -   176.859 (meters)      580.24  (feet) ADJUSTED
 NE0116  ______________________________________________________________________
 NE0116  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0116  DYNAMIC HEIGHT  -        176.806 (meters)      580.07  (feet) COMP
 NE0116  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 NE0116
 NE0116  VERT ORDER      -  FIRST     CLASS 0
 NE0116
 NE0116.The horizontal coordinates were scaled from a map and have
 NE0116.an estimated accuracy of +/- 6 seconds.
 NE0116
 NE0116.The orthometric height was determined by differential leveling and
 NE0116.adjusted by the NATIONAL GEODETIC SURVEY
 NE0116.in June 1991.
 NE0116
 NE0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0116.GEOID18 height accuracy estimate available here.
 NE0116
 NE0116.Click photographs - Photos may exist for this station.
 NE0116
 NE0116.The dynamic height is computed by dividing the NAVD 88
 NE0116.geopotential number by the normal gravity value computed on the
 NE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0116.degrees latitude (g = 980.6199 gals.).
 NE0116
 NE0116.The modeled gravity was interpolated from observed gravity values.
 NE0116
 NE0116;                    North         East    Units  Estimated Accuracy
 NE0116;SPC MI S     -    93,480.    4,116,270.      MT  (+/- 180 meters Scaled)
 NE0116
 NE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG388885(NAD 83)
 NE0116
 NE0116                          SUPERSEDED SURVEY CONTROL
 NE0116
 NE0116  NGVD 29 (??/??/92)  177.023  (m)          580.78   (f) ADJ UNCH    1 0
 NE0116
 NE0116.Superseded values are not recommended for survey control.
 NE0116
 NE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0116.See file dsdata.pdf to determine how the superseded data were derived.
 NE0116
 NE0116_MARKER: DD = SURVEY DISK
 NE0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0116_SP_SET: WALL
 NE0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0116
 NE0116  HISTORY     - Date     Condition        Report By
 NE0116  HISTORY     - UNK      MONUMENTED       USLS
 NE0116  HISTORY     - 1970     GOOD             USLS
 NE0116
 NE0116                          STATION DESCRIPTION
 NE0116
 NE0116'DESCRIBED BY US LAKE SURVEY 1970
 NE0116'IN DETROIT.
 NE0116'LARGE GREY ASBESTOS SHINGLE HOUSE (CIVIC NO. 2405) AT JUNCTION
 NE0116'OF RIVERSIDE DRIVE EAST AND STE. ROSE AVENUE, TABLET IN SOUTHEAST
 NE0116'FACE OF ROCK FOUNDATION WALL, 4.3 FEET FROM SOUTHWEST CORNER
 NE0116'AND 1.5 FEET BELOW WOODWORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0327 ***********************************************************************
 OJ0327  DESIGNATION -  304 1/2
 OJ0327  PID         -  OJ0327
 OJ0327  STATE/COUNTY-  MI/LAPEER
 OJ0327  COUNTRY     -  US
 OJ0327  USGS QUAD   -  IMLAY CITY (2017)
 OJ0327
 OJ0327                         *CURRENT SURVEY CONTROL
 OJ0327  ______________________________________________________________________
 OJ0327* NAD 83(1986) POSITION- 43 01 08.     (N) 083 01 29.     (W)   SCALED
 OJ0327* NAVD 88 ORTHO HEIGHT -   249.112 (meters)      817.30  (feet) POSTED
 OJ0327  ______________________________________________________________________
 OJ0327  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 OJ0327  DYNAMIC HEIGHT  -        249.04  (meters)      817.1   (feet) COMP
 OJ0327  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 OJ0327
 OJ0327  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0327
 OJ0327.The horizontal coordinates were scaled from a map and have
 OJ0327.an estimated accuracy of +/- 6 seconds.
 OJ0327
 OJ0327.The orthometric height was determined by differential leveling
 OJ0327.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0327
 OJ0327.* This is a POSTED BENCH MARK height.
 OJ0327
 OJ0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0327.GEOID18 height accuracy estimate available here.
 OJ0327
 OJ0327.Click photographs - Photos may exist for this station.
 OJ0327
 OJ0327.The dynamic height is computed by dividing the NAVD 88
 OJ0327.geopotential number by the normal gravity value computed on the
 OJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0327.degrees latitude (g = 980.6199 gals.).
 OJ0327
 OJ0327.The modeled gravity was interpolated from observed gravity values.
 OJ0327
 OJ0327;                    North         East    Units  Estimated Accuracy
 OJ0327;SPC MI S     -   169,590.    4,109,380.      MT  (+/- 180 meters Scaled)
 OJ0327
 OJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH350649(NAD 83)
 OJ0327
 OJ0327                          SUPERSEDED SURVEY CONTROL
 OJ0327
 OJ0327  NGVD 29 (??/??/92)  249.230  (m)          817.68   (f) ADJ UNCH    2 0
 OJ0327
 OJ0327.Superseded values are not recommended for survey control.
 OJ0327
 OJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0327.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0327
 OJ0327_MARKER: Z = SEE DESCRIPTION
 OJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0327_STAMPING: BM NO 304-1/2
 OJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0327+STABILITY: SURFACE MOTION
 OJ0327
 OJ0327  HISTORY     - Date     Condition        Report By
 OJ0327  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0327  HISTORY     - 1934     GOOD             CGS
 OJ0327
 OJ0327                          STATION DESCRIPTION
 OJ0327
 OJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0327'2.5 MI E FROM IMLAY CITY.
 OJ0327'2.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0327'STATION AT IMLAY CITY, LAPEER COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0327'C 304-PH 31, 100 YARDS NORTHEAST OF THE NORTHWEST CORNER OF A
 OJ0327'THICKET, 36 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF A
 OJ0327'WIRE FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2
 OJ0327'INCH BRONZE PLUG, STAMPED B.M. NO. 304-1/2 AND SET IN THE TOP
 OJ0327'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0326 ***********************************************************************
 OJ0326  DESIGNATION -  305 1/2
 OJ0326  PID         -  OJ0326
 OJ0326  STATE/COUNTY-  MI/LAPEER
 OJ0326  COUNTRY     -  US
 OJ0326  USGS QUAD   -  IMLAY CITY (2017)
 OJ0326
 OJ0326                         *CURRENT SURVEY CONTROL
 OJ0326  ______________________________________________________________________
 OJ0326* NAD 83(1986) POSITION- 43 01 01.     (N) 083 00 19.     (W)   SCALED
 OJ0326* NAVD 88 ORTHO HEIGHT -   250.529 (meters)      821.94  (feet) POSTED
 OJ0326  ______________________________________________________________________
 OJ0326  GEOID HEIGHT    -        -34.821 (meters)                     GEOID18
 OJ0326  DYNAMIC HEIGHT  -        250.46  (meters)      821.7   (feet) COMP
 OJ0326  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 OJ0326
 OJ0326  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0326
 OJ0326.The horizontal coordinates were scaled from a map and have
 OJ0326.an estimated accuracy of +/- 6 seconds.
 OJ0326
 OJ0326.The orthometric height was determined by differential leveling
 OJ0326.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0326
 OJ0326.* This is a POSTED BENCH MARK height.
 OJ0326
 OJ0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0326.GEOID18 height accuracy estimate available here.
 OJ0326
 OJ0326.Click photographs - Photos may exist for this station.
 OJ0326
 OJ0326.The dynamic height is computed by dividing the NAVD 88
 OJ0326.geopotential number by the normal gravity value computed on the
 OJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0326.degrees latitude (g = 980.6199 gals.).
 OJ0326
 OJ0326.The modeled gravity was interpolated from observed gravity values.
 OJ0326
 OJ0326;                    North         East    Units  Estimated Accuracy
 OJ0326;SPC MI S     -   169,400.    4,110,960.      MT  (+/- 180 meters Scaled)
 OJ0326
 OJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH365646(NAD 83)
 OJ0326
 OJ0326                          SUPERSEDED SURVEY CONTROL
 OJ0326
 OJ0326  NGVD 29 (??/??/92)  250.644  (m)          822.32   (f) ADJ UNCH    2 0
 OJ0326
 OJ0326.Superseded values are not recommended for survey control.
 OJ0326
 OJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0326.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0326
 OJ0326_MARKER: Z = SEE DESCRIPTION
 OJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0326_STAMPING: BM NO 305-1/2
 OJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0326+STABILITY: SURFACE MOTION
 OJ0326
 OJ0326  HISTORY     - Date     Condition        Report By
 OJ0326  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0326  HISTORY     - 1934     GOOD             CGS
 OJ0326
 OJ0326                          STATION DESCRIPTION
 OJ0326
 OJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0326'3.5 MI E FROM IMLAY CITY.
 OJ0326'3.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OJ0326'THE STATION AT IMLAY CITY, LAPEER COUNTY, 0.5 MILE EAST OF
 OJ0326'MILEPOST C 305-PH 30, 75 YARDS NORTHWEST OF A SIGNAL CABLE
 OJ0326'BOX, 35.4 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF A
 OJ0326'WIRE FENCE, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0326'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 305-1/2 AND SET IN THE
 OJ0326'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0142 ***********************************************************************
 OJ0142  DESIGNATION -  306 1/2
 OJ0142  PID         -  OJ0142
 OJ0142  STATE/COUNTY-  MI/ST CLAIR
 OJ0142  COUNTRY     -  US
 OJ0142  USGS QUAD   -  CAPAC (2017)
 OJ0142
 OJ0142                         *CURRENT SURVEY CONTROL
 OJ0142  ______________________________________________________________________
 OJ0142* NAD 83(1986) POSITION- 43 00 54.     (N) 082 59 08.     (W)   SCALED
 OJ0142* NAVD 88 ORTHO HEIGHT -   249.605 (meters)      818.91  (feet) POSTED
 OJ0142  ______________________________________________________________________
 OJ0142  GEOID HEIGHT    -        -34.831 (meters)                     GEOID18
 OJ0142  DYNAMIC HEIGHT  -        249.54  (meters)      818.7   (feet) COMP
 OJ0142  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 OJ0142
 OJ0142  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0142
 OJ0142.The horizontal coordinates were scaled from a map and have
 OJ0142.an estimated accuracy of +/- 6 seconds.
 OJ0142
 OJ0142.The orthometric height was determined by differential leveling
 OJ0142.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0142
 OJ0142.* This is a POSTED BENCH MARK height.
 OJ0142
 OJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0142.GEOID18 height accuracy estimate available here.
 OJ0142
 OJ0142.Click photographs - Photos may exist for this station.
 OJ0142
 OJ0142.The dynamic height is computed by dividing the NAVD 88
 OJ0142.geopotential number by the normal gravity value computed on the
 OJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0142.degrees latitude (g = 980.6199 gals.).
 OJ0142
 OJ0142.The modeled gravity was interpolated from observed gravity values.
 OJ0142
 OJ0142;                    North         East    Units  Estimated Accuracy
 OJ0142;SPC MI S     -   169,210.    4,112,570.      MT  (+/- 180 meters Scaled)
 OJ0142
 OJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH381643(NAD 83)
 OJ0142
 OJ0142                          SUPERSEDED SURVEY CONTROL
 OJ0142
 OJ0142  NGVD 29 (??/??/92)  249.718  (m)          819.28   (f) ADJ UNCH    2 0
 OJ0142
 OJ0142.Superseded values are not recommended for survey control.
 OJ0142
 OJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0142.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0142
 OJ0142_MARKER: Z = SEE DESCRIPTION
 OJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0142_STAMPING: BM NO 306-1/2
 OJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0142+STABILITY: SURFACE MOTION
 OJ0142
 OJ0142  HISTORY     - Date     Condition        Report By
 OJ0142  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0142  HISTORY     - 1934     GOOD             CGS
 OJ0142
 OJ0142                          STATION DESCRIPTION
 OJ0142
 OJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0142'2.6 MI W FROM CAPAC.
 OJ0142'2.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0142'STATION AT CAPAC, ST. CLAIR COUNTY, 1/2 MILE EAST OF MILEPOST
 OJ0142'C 306-PH 29, 36.8 FEET NORTH OF THE NORTH RAIL, 1.1 FEET SOUTH
 OJ0142'OF A WIRE FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 OJ0142'A 1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 306-1/2 AND SET IN
 OJ0142'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0081 ***********************************************************************
 NE0081  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0081  DESIGNATION -  3060
 NE0081  PID         -  NE0081
 NE0081  STATE/COUNTY-  MI/ST CLAIR
 NE0081  COUNTRY     -  US
 NE0081  USGS QUAD   -  PORT HURON (2017)
 NE0081
 NE0081                         *CURRENT SURVEY CONTROL
 NE0081  ______________________________________________________________________
 NE0081* NAD 83(1986) POSITION- 42 59 56.73   (N) 082 25 30.36   (W)   HD_HELD1
 NE0081* NAVD 88 ORTHO HEIGHT -   179.170 (meters)      587.83  (feet) ADJUSTED
 NE0081  ______________________________________________________________________
 NE0081  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 NE0081  DYNAMIC HEIGHT  -        179.125 (meters)      587.68  (feet) COMP
 NE0081  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 NE0081
 NE0081  VERT ORDER      -  SECOND    CLASS I
 NE0081
 NE0081.The horizontal coordinates were determined by differentially corrected
 NE0081.hand held GPS observations or other comparable positioning techniques
 NE0081.and have an estimated accuracy of +/- 3 meters.
 NE0081
 NE0081.The orthometric height was determined by differential leveling and
 NE0081.adjusted by the NATIONAL GEODETIC SURVEY
 NE0081.in February 2025.
 NE0081
 NE0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0081.GEOID18 height accuracy estimate available here.
 NE0081
 NE0081.This Water Level Mark is designated as VM 13007
 NE0081.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0081
 NE0081.This Water Level Mark is designated as VM 24577
 NE0081.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0081
 NE0081.Click photographs - Photos may exist for this station.
 NE0081
 NE0081.The dynamic height is computed by dividing the NAVD 88
 NE0081.geopotential number by the normal gravity value computed on the
 NE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0081.degrees latitude (g = 980.6199 gals.).
 NE0081
 NE0081.The modeled gravity was interpolated from observed gravity values.
 NE0081
 NE0081;                    North         East    Units  Estimated Accuracy
 NE0081;SPC MI S     -   168,340.9   4,158,291.1     MT  (+/- 3 meters HH1 GPS) 
 NE0081
 NE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8383961699(NAD 83)
 NE0081
 NE0081                          SUPERSEDED SURVEY CONTROL
 NE0081
 NE0081  NAVD 88 (06/15/91)  179.165  (m)          587.81   (f) SUPERSEDED  1 0
 NE0081  NGVD 29 (11/26/84)  179.280  (m)          588.19   (f) ADJUSTED    1 0
 NE0081
 NE0081.Superseded values are not recommended for survey control.
 NE0081
 NE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0081.See file dsdata.pdf to determine how the superseded data were derived.
 NE0081
 NE0081_MARKER: DB = BENCH MARK DISK
 NE0081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0081_SP_SET: SET VERTICALLY IN PIER
 NE0081_STAMPING: OTTAWA 3060
 NE0081_MARK LOGO: GSC
 NE0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0081+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2022
 NE0081
 NE0081  HISTORY     - Date     Condition        Report By
 NE0081  HISTORY     - 1959     MONUMENTED       GSC
 NE0081  HISTORY     - 1970     GOOD             USLS
 NE0081  HISTORY     - 1980     GOOD             NGS
 NE0081  HISTORY     - 1983     GOOD             LOCSUR
 NE0081  HISTORY     - 19940514 GOOD             USPSQD
 NE0081  HISTORY     - 19941021 GOOD             NOS
 NE0081  HISTORY     - 19951101 GOOD             NOS
 NE0081  HISTORY     - 19990703 GOOD             USPSQD
 NE0081  HISTORY     - 20020505 GOOD             USPSQD
 NE0081  HISTORY     - 20060417 GOOD             MIDT
 NE0081  HISTORY     - 20080903 GOOD             SPALD
 NE0081  HISTORY     - 20081003 GOOD             MIDT
 NE0081  HISTORY     - 20220923 GOOD             CO-OPS
 NE0081
 NE0081                          STATION DESCRIPTION
 NE0081
 NE0081'DESCRIBED BY US LAKE SURVEY 1970
 NE0081'AT PORT HURON.
 NE0081'A BENCHMARK OF THE GEODETIC SURVEY OF CANADA, IS AT PORT HURON,
 NE0081'ST. CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE JUNCTION OF STATE
 NE0081'AND FOREST STREETS, ON SOUTH FACE AND NEAR SOUTHWEST CORNER OF
 NE0081'BLUE WATER BRIDGE PIER NEAREST THE ST. CLAIR RIVER, 2.5 FEET FROM
 NE0081'THE CORNER, 1-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 NE0081'OF CROSS ON BRONZE DISC SET INTO THE CONCRETE PIER.  NOTE-- PREV.
 NE0081'DESIGN. BM 3060 1959
 NE0081
 NE0081                          STATION RECOVERY (1980)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0081'IN PORT HURON, AT THE EAST END OF STATE STREET, SET VERTICALLY 2 FEET
 NE0081'ABOVE GROUND IN THE SOUTH FACE OF THE SOUTH MASSIVE CONCRETE PIER ON
 NE0081'THE BANK OF THE ST CLAIR RIVER SUPPORTING THE BLUE WATER BRIDGE, 11.2
 NE0081'METERS (36.7 FEET) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 NE0081'CONCRETE BLOCK BUILDING WHICH IS THE PROPERTY OF THE U.S. COAST GUARD,
 NE0081'AND 0.33 METER (1.1 FEET) EAST OF THE SOUTHWEST CORNER OF THE PEIR.
 NE0081'THE MARK IS 0.6 M ABOVE GROUND.
 NE0081
 NE0081                          STATION RECOVERY (1983)
 NE0081
 NE0081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (1994)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (1994)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0081'A BENCHMARK OF THE GEODETIC SURVEY OF CANADA, IS AT PORT HURON, ST
 NE0081'CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE JUNCTION OF STATE AND FOREST
 NE0081'STREETS, SET VERTICALLY 0.46 METER (1.51 FT) ABOVE THE GROUND IN THE
 NE0081'SOUTH FACE AND NEAR SOUTHWEST CORNER OF THE MASSIVE CONCRETE PIER
 NE0081'NEAREST THE ST.  CLAIR RIVER SUPPORTING THE BLUE WATER BRIDGE, 31
 NE0081'METERS (101.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THOMAS EDISON
 NE0081'PARKWAY, 11.2 METERS (36.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NE0081'SMALL CONCRETE BLOCK BUILDING WHICH IS ON THE PROPERTY OF THE U.S.
 NE0081'COAST GUARD, AND 0.33 METER (1.08 FT) EAST OF THE SOUTHWEST CORNER OF
 NE0081'THE PIER SUPPORT.  BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC.
 NE0081
 NE0081                          STATION RECOVERY (1995)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0081'RECOVERED AS DESCRIBED.
 NE0081
 NE0081                          STATION RECOVERY (1999)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (2002)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (2006)
 NE0081
 NE0081'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0081'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE0081'0.61 METERS (2.0 FEET) EAST OF A CARSONITE WITNESS POST.
 NE0081
 NE0081                          STATION RECOVERY (2008)
 NE0081
 NE0081'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2008 (CWB)
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (2008)
 NE0081
 NE0081'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (AWS)
 NE0081'RECOVERED AS DESCRIBED.
 NE0081
 NE0081                          STATION RECOVERY (2022)
 NE0081
 NE0081'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 NE0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0141 ***********************************************************************
 OJ0141  DESIGNATION -  307 1/2
 OJ0141  PID         -  OJ0141
 OJ0141  STATE/COUNTY-  MI/ST CLAIR
 OJ0141  COUNTRY     -  US
 OJ0141  USGS QUAD   -  CAPAC (2017)
 OJ0141
 OJ0141                         *CURRENT SURVEY CONTROL
 OJ0141  ______________________________________________________________________
 OJ0141* NAD 83(1986) POSITION- 43 00 48.     (N) 082 57 58.     (W)   SCALED
 OJ0141* NAVD 88 ORTHO HEIGHT -   250.322 (meters)      821.26  (feet) POSTED
 OJ0141  ______________________________________________________________________
 OJ0141  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 OJ0141  DYNAMIC HEIGHT  -        250.26  (meters)      821.1   (feet) COMP
 OJ0141  MODELED GRAVITY -    980,346.6   (mgal)                       NAVD 88
 OJ0141
 OJ0141  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0141
 OJ0141.The horizontal coordinates were scaled from a map and have
 OJ0141.an estimated accuracy of +/- 6 seconds.
 OJ0141
 OJ0141.The orthometric height was determined by differential leveling
 OJ0141.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0141
 OJ0141.* This is a POSTED BENCH MARK height.
 OJ0141
 OJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0141.GEOID18 height accuracy estimate available here.
 OJ0141
 OJ0141.Click photographs - Photos may exist for this station.
 OJ0141
 OJ0141.The dynamic height is computed by dividing the NAVD 88
 OJ0141.geopotential number by the normal gravity value computed on the
 OJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0141.degrees latitude (g = 980.6199 gals.).
 OJ0141
 OJ0141.The modeled gravity was interpolated from observed gravity values.
 OJ0141
 OJ0141;                    North         East    Units  Estimated Accuracy
 OJ0141;SPC MI S     -   169,050.    4,114,160.      MT  (+/- 180 meters Scaled)
 OJ0141
 OJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH397641(NAD 83)
 OJ0141
 OJ0141                          SUPERSEDED SURVEY CONTROL
 OJ0141
 OJ0141  NGVD 29 (??/??/92)  250.433  (m)          821.63   (f) ADJ UNCH    2 0
 OJ0141
 OJ0141.Superseded values are not recommended for survey control.
 OJ0141
 OJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0141
 OJ0141_MARKER: Z = SEE DESCRIPTION
 OJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0141_STAMPING: BM NO 307-1/2
 OJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0141+STABILITY: SURFACE MOTION
 OJ0141
 OJ0141  HISTORY     - Date     Condition        Report By
 OJ0141  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0141  HISTORY     - 1934     GOOD             CGS
 OJ0141
 OJ0141                          STATION DESCRIPTION
 OJ0141
 OJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0141'1.6 MI W FROM CAPAC.
 OJ0141'1.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0141'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0141'C 307-PH 28, 35.7 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH
 OJ0141'OF A WIRE FENCE, AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0141'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 307-1/2 AND SET IN THE
 OJ0141'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0140 ***********************************************************************
 OJ0140  DESIGNATION -  308 1/2
 OJ0140  PID         -  OJ0140
 OJ0140  STATE/COUNTY-  MI/ST CLAIR
 OJ0140  COUNTRY     -  US
 OJ0140  USGS QUAD   -  CAPAC (2017)
 OJ0140
 OJ0140                         *CURRENT SURVEY CONTROL
 OJ0140  ______________________________________________________________________
 OJ0140* NAD 83(1986) POSITION- 43 00 41.     (N) 082 56 48.     (W)   SCALED
 OJ0140* NAVD 88 ORTHO HEIGHT -   246.129 (meters)      807.51  (feet) POSTED
 OJ0140  ______________________________________________________________________
 OJ0140  GEOID HEIGHT    -        -34.839 (meters)                     GEOID18
 OJ0140  DYNAMIC HEIGHT  -        246.06  (meters)      807.3   (feet) COMP
 OJ0140  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 OJ0140
 OJ0140  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0140
 OJ0140.The horizontal coordinates were scaled from a map and have
 OJ0140.an estimated accuracy of +/- 6 seconds.
 OJ0140
 OJ0140.The orthometric height was determined by differential leveling
 OJ0140.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0140
 OJ0140.* This is a POSTED BENCH MARK height.
 OJ0140
 OJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0140.GEOID18 height accuracy estimate available here.
 OJ0140
 OJ0140.Click photographs - Photos may exist for this station.
 OJ0140
 OJ0140.The dynamic height is computed by dividing the NAVD 88
 OJ0140.geopotential number by the normal gravity value computed on the
 OJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0140.degrees latitude (g = 980.6199 gals.).
 OJ0140
 OJ0140.The modeled gravity was interpolated from observed gravity values.
 OJ0140
 OJ0140;                    North         East    Units  Estimated Accuracy
 OJ0140;SPC MI S     -   168,860.    4,115,750.      MT  (+/- 180 meters Scaled)
 OJ0140
 OJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH413639(NAD 83)
 OJ0140
 OJ0140                          SUPERSEDED SURVEY CONTROL
 OJ0140
 OJ0140  NGVD 29 (??/??/92)  246.241  (m)          807.88   (f) ADJ UNCH    2 0
 OJ0140
 OJ0140.Superseded values are not recommended for survey control.
 OJ0140
 OJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0140.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0140
 OJ0140_MARKER: Z = SEE DESCRIPTION
 OJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0140_STAMPING: BM NO 308-1/2
 OJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0140+STABILITY: SURFACE MOTION
 OJ0140
 OJ0140  HISTORY     - Date     Condition        Report By
 OJ0140  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0140  HISTORY     - 1934     GOOD             CGS
 OJ0140
 OJ0140                          STATION DESCRIPTION
 OJ0140
 OJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0140'0.6 MI W FROM CAPAC.
 OJ0140'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0140'STATION AT CAPAC, ST. CLAIR COUNTY, 1 1/2 MILE EAST OF MILEPOST
 OJ0140'C 308-PH 27, 29 YARDS WEST OF A SIGNAL CABLE BOX, 22.8 FEET
 OJ0140'NORTH OF THE NORTH RAIL, 8 INCHES SOUTH OF A WIRE FENCE, AND
 OJ0140'5 FEET LOWER THAN THE TOP OF THE RAIL.  A 10 1/2 INCH BRONZE
 OJ0140'PLUG, STAMPED B.M. NO. 308-1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0140'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0138 ***********************************************************************
 OJ0138  DESIGNATION -  309 1/2
 OJ0138  PID         -  OJ0138
 OJ0138  STATE/COUNTY-  MI/ST CLAIR
 OJ0138  COUNTRY     -  US
 OJ0138  USGS QUAD   -  CAPAC (2017)
 OJ0138
 OJ0138                         *CURRENT SURVEY CONTROL
 OJ0138  ______________________________________________________________________
 OJ0138* NAD 83(1986) POSITION- 43 00 35.     (N) 082 55 36.     (W)   SCALED
 OJ0138* NAVD 88 ORTHO HEIGHT -   246.196 (meters)      807.73  (feet) POSTED
 OJ0138  ______________________________________________________________________
 OJ0138  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 OJ0138  DYNAMIC HEIGHT  -        246.13  (meters)      807.5   (feet) COMP
 OJ0138  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 OJ0138
 OJ0138  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0138
 OJ0138.The horizontal coordinates were scaled from a map and have
 OJ0138.an estimated accuracy of +/- 6 seconds.
 OJ0138
 OJ0138.The orthometric height was determined by differential leveling
 OJ0138.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0138
 OJ0138.* This is a POSTED BENCH MARK height.
 OJ0138
 OJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0138.GEOID18 height accuracy estimate available here.
 OJ0138
 OJ0138.Click photographs - Photos may exist for this station.
 OJ0138
 OJ0138.The dynamic height is computed by dividing the NAVD 88
 OJ0138.geopotential number by the normal gravity value computed on the
 OJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0138.degrees latitude (g = 980.6199 gals.).
 OJ0138
 OJ0138.The modeled gravity was interpolated from observed gravity values.
 OJ0138
 OJ0138;                    North         East    Units  Estimated Accuracy
 OJ0138;SPC MI S     -   168,700.    4,117,380.      MT  (+/- 180 meters Scaled)
 OJ0138
 OJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH429636(NAD 83)
 OJ0138
 OJ0138                          SUPERSEDED SURVEY CONTROL
 OJ0138
 OJ0138  NGVD 29 (??/??/92)  246.306  (m)          808.09   (f) ADJ UNCH    2 0
 OJ0138
 OJ0138.Superseded values are not recommended for survey control.
 OJ0138
 OJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0138
 OJ0138_MARKER: Z = SEE DESCRIPTION
 OJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0138_STAMPING: BM NO 309-1/2
 OJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0138+STABILITY: SURFACE MOTION
 OJ0138
 OJ0138  HISTORY     - Date     Condition        Report By
 OJ0138  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0138  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0138
 OJ0138                          STATION DESCRIPTION
 OJ0138
 OJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0138'0.4 MI E FROM CAPAC.
 OJ0138'0.4 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0138'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0138'C 309-PH 26, 48.6 FEET NORTHWEST OF THE INTERSECTION OF THE
 OJ0138'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 37.8 FEET NORTH OF THE
 OJ0138'NORTH RAIL, 8.2 FEET EAST OF A RAIL PROPERTY BOUNDARY, AND 1.1
 OJ0138'FEET SOUTH OF A WIRE FENCE.  A 1-1/2-INCH BRONZE PLUG, STAMPED
 OJ0138'B.M. NO. 309-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0138'NOTE-- PROBABLY DESTROYED FROM NEW STREET CONSTRUCTION IN
 OJ0138'VILLAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0051 ***********************************************************************
 QK0051  DESIGNATION -  31
 QK0051  PID         -  QK0051
 QK0051  STATE/COUNTY-  MI/CHEBOYGAN
 QK0051  COUNTRY     -  US
 QK0051  USGS QUAD   -  ALOHA (2017)
 QK0051
 QK0051                         *CURRENT SURVEY CONTROL
 QK0051  ______________________________________________________________________
 QK0051* NAD 83(1986) POSITION- 45 33 05.     (N) 084 23 45.     (W)   SCALED
 QK0051* NAVD 88 ORTHO HEIGHT -   187.409 (meters)      614.86  (feet) ADJUSTED
 QK0051  ______________________________________________________________________
 QK0051  GEOID HEIGHT    -        -36.022 (meters)                     GEOID18
 QK0051  DYNAMIC HEIGHT  -        187.405 (meters)      614.84  (feet) COMP
 QK0051  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 QK0051
 QK0051  VERT ORDER      -  FIRST     CLASS I
 QK0051
 QK0051.The horizontal coordinates were scaled from a map and have
 QK0051.an estimated accuracy of +/- 6 seconds.
 QK0051
 QK0051.The orthometric height was determined by differential leveling and
 QK0051.adjusted by the NATIONAL GEODETIC SURVEY
 QK0051.in June 1991.
 QK0051
 QK0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0051.GEOID18 height accuracy estimate available here.
 QK0051
 QK0051.Click photographs - Photos may exist for this station.
 QK0051
 QK0051.The dynamic height is computed by dividing the NAVD 88
 QK0051.geopotential number by the normal gravity value computed on the
 QK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0051.degrees latitude (g = 980.6199 gals.).
 QK0051
 QK0051.The modeled gravity was interpolated from observed gravity values.
 QK0051
 QK0051;                    North         East    Units  Estimated Accuracy
 QK0051;SPC MI C     -   248,330.    5,997,720.      MT  (+/- 180 meters Scaled)
 QK0051
 QK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR032475(NAD 83)
 QK0051
 QK0051                          SUPERSEDED SURVEY CONTROL
 QK0051
 QK0051.No superseded survey control is available for this station.
 QK0051
 QK0051_MARKER: I = METAL ROD
 QK0051_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0051+WITH SETTING: INTO GROUND
 QK0051_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0051
 QK0051  HISTORY     - Date     Condition        Report By
 QK0051  HISTORY     - 1962     MONUMENTED       NONE
 QK0051  HISTORY     - 1973     GOOD             USLS
 QK0051  HISTORY     - 20230803 MARK NOT FOUND   MIDT
 QK0051
 QK0051                          STATION DESCRIPTION
 QK0051
 QK0051'DESCRIBED BY US LAKE SURVEY 1973
 QK0051'AT ALVERNO DAM.
 QK0051'31 IS AT ALVERNO DAM, CHEBOYGAN COUNTY, MICHIGAN, 0.5 MILE SOUTH
 QK0051'ALONG BLACK RIVER RD. FROM INTERSECTION OF ORCHARD BEACH AND
 QK0051'BLACK RIVER RDS. IN ALVERNO, THEN 0.2 MILE WEST ON GRAVEL ROAD
 QK0051'LEADING TO BLACK RIVER HYDRO-ELECTRIC PLANT OWNED BY CONSUMERS
 QK0051'POWER COMPANY, 125.8 FEET SOUTH OF SOUTH CORNER OF PLANT
 QK0051'BUILDING, 85.8 FEET NORTHEAST OF NORTHEAST POST ON SOUTHEAST
 QK0051'SIDE OF BRIDGE OVER SPILLWAY, 59.6 FEET SOUTHWEST OF SOUTHEAST
 QK0051'END OF SOUTHWEST WING WALL OF PLANT INTAKE CHANNEL, 51.4 FEET
 QK0051'WEST OF UTILITY POLE NO. 29/7, 9 FEET EAST OF CENTERLINE OF
 QK0051'DRIVE, 5.8 FEET FROM SIXTH AND 5.1 FEET FROM SEVENTH GUARD RAIL
 QK0051'POST NORTH OF MARINE RAILWAY, ABOUT 3 FEET FROM GUARD RAIL, JUST
 QK0051'BELOW THE GROUND SURFACE, BEING CENTER OF 5/8-INCH DIAMETER
 QK0051'COPPER-COATED STEEL ROD, 5 FEET LONG.  NOTE-- PREV. DESIG. 31
 QK0051'1962.
 QK0051
 QK0051                          STATION RECOVERY (2023)
 QK0051
 QK0051'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0816 ***********************************************************************
 RJ0816  DESIGNATION -  31
 RJ0816  PID         -  RJ0816
 RJ0816  STATE/COUNTY-  MI/CHIPPEWA
 RJ0816  COUNTRY     -  US
 RJ0816  USGS QUAD   -  PAYMENT (2017)
 RJ0816
 RJ0816                         *CURRENT SURVEY CONTROL
 RJ0816  ______________________________________________________________________
 RJ0816* NAD 83(1994) POSITION- 46 30 20.53481(N) 084 14 47.26824(W)   ADJUSTED
 RJ0816* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0816  ______________________________________________________________________
 RJ0816  GEOID HEIGHT    -        -36.729 (meters)                     GEOID18
 RJ0816  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 RJ0816  HORZ ORDER      -  THIRD
 RJ0816
 RJ0816.The horizontal coordinates were established by classical geodetic methods
 RJ0816.and adjusted by the National Geodetic Survey in February 1997.
 RJ0816
 RJ0816.The orthometric height was scaled from a topographic map.
 RJ0816
 RJ0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0816.GEOID18 height accuracy estimate available here.
 RJ0816
 RJ0816.Click photographs - Photos may exist for this station.
 RJ0816
 RJ0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0816
 RJ0816. The following values were computed from the NAD 83(1994) position.
 RJ0816
 RJ0816;                    North         East     Units Scale Factor Converg.
 RJ0816;SPC MI N     -   195,102.177 8,211,285.035   MT  0.99991022   +1 59 24.8
 RJ0816;SPC MI N     -   640,099.01 26,939,911.53   iFT  0.99991022   +1 59 24.8
 RJ0816;SPC MI C     -   354,419.409 6,009,228.792   MT  1.00028679   +0 05 05.7
 RJ0816;SPC MI C     - 1,162,793.34 19,715,317.56   iFT  1.00028679   +0 05 05.7
 RJ0816;UTM  16      - 5,153,921.169   711,257.788   MT  1.00014862   +1 59 53.8
 RJ0816
 RJ0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0816!SPC MI N     -   0.99997817  x   0.99991022  =   0.99988839
 RJ0816!SPC MI C     -   0.99997817  x   1.00028679  =   1.00026495
 RJ0816!UTM  16      -   0.99997817  x   1.00014862  =   1.00012678
 RJ0816
 RJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1125753921(NAD 83)
 RJ0816
 RJ0816                          SUPERSEDED SURVEY CONTROL
 RJ0816
 RJ0816  NAD 83(1986)-  46 30 20.52121(N)    084 14 47.28633(W) AD(       ) 3
 RJ0816  NAD 27      -  46 30 20.44400(N)    084 14 47.15200(W) AD(       ) 3
 RJ0816  USSD        -  46 30 21.18000(N)    084 14 46.37000(W) AD(       ) 3
 RJ0816
 RJ0816.Superseded values are not recommended for survey control.
 RJ0816
 RJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0816.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0816
 RJ0816_MARKER: H = DRILL HOLE
 RJ0816_SETTING: 80 = SET IN A BOULDER
 RJ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0816+STABILITY: SURFACE MOTION
 RJ0816
 RJ0816  HISTORY     - Date     Condition        Report By
 RJ0816  HISTORY     - 1895     MONUMENTED       USLS
 RJ0816  HISTORY     - 1943     GOOD             IBC
 RJ0816  HISTORY     - 1958     GOOD             IBC
 RJ0816
 RJ0816                          STATION DESCRIPTION
 RJ0816
 RJ0816'DESCRIBED BY US LAKE SURVEY 1895
 RJ0816'ON SUGAR ISLAND, 2-3/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0816'BRASSAR POINT.  IT IS 20 FEET BACK FROM AND 5 FEET ABOVE THE
 RJ0816'HIGH - WATER MARK.  IT IS 12.9 FEET E OF A TRIANGULAR - SHAPED STONE
 RJ0816'5 BY 4 BY 4 FEET, 50 FEET N OF A 16-INCH PINE, AND 93.5 FEET WSW
 RJ0816'OF CORNER OF VACANT HOUSE.
 RJ0816'
 RJ0816'STATION MARK IS A 3/4 INCH DRILL HOLE 2-1/2 INCHES DEEP IN A FLAT
 RJ0816'LIMESTONE SET 8 INCHES UNDERGROUND.  THIS MARK WAS ESTABLISHED
 RJ0816'SOMETIME AFTER 1878.
 RJ0816'
 RJ0816'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0816
 RJ0816                          STATION RECOVERY (1943)
 RJ0816
 RJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0816'RECOVERED IN GOOD CONDITION.  IT IS 36.94 FEET FROM STATION
 RJ0816'---BRASSAR---S 46 DEG 57 MIN W.
 RJ0816
 RJ0816                          STATION RECOVERY (1958)
 RJ0816
 RJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0816'RECOVERED IN GOOD CONDITION.  HOLE IS FILLED WITH LOOSE DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1544 ***********************************************************************
 NE1544  DESIGNATION -  31
 NE1544  PID         -  NE1544
 NE1544  STATE/COUNTY-  MI/LIVINGSTON
 NE1544  COUNTRY     -  US
 NE1544  USGS QUAD   -  OAK GROVE (2017)
 NE1544
 NE1544                         *CURRENT SURVEY CONTROL
 NE1544  ______________________________________________________________________
 NE1544* NAD 83(1994) POSITION- 42 37 32.13689(N) 083 58 38.01590(W)   ADJUSTED
 NE1544* NAD 83(1994) ELLIP HT-   252.872 (meters)        (07/17/02)   ADJUSTED
 NE1544* NAVD 88 ORTHO HEIGHT -   286.0   (meters)      938.    (feet) GPS OBS
 NE1544  ______________________________________________________________________
 NE1544  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1544  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 NE1544  NAD 83(1994) X  -    493,184.190 (meters)                     COMP
 NE1544  NAD 83(1994) Y  - -4,674,460.808 (meters)                     COMP
 NE1544  NAD 83(1994) Z  -  4,297,161.737 (meters)                     COMP
 NE1544  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 NE1544  HORZ ORDER      -  FIRST
 NE1544  ELLP ORDER      -  FOURTH    CLASS I
 NE1544
 NE1544.This mark is at Livingston County Airport (OZW)
 NE1544
 NE1544.The horizontal coordinates were established by GPS observations
 NE1544.and adjusted by the National Geodetic Survey in February 1997.
 NE1544
 NE1544.The orthometric height was determined by GPS observations and a
 NE1544.high-resolution geoid model.
 NE1544
 NE1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1544.GEOID18 height accuracy estimate available here.
 NE1544
 NE1544.Click photographs - Photos may exist for this station.
 NE1544
 NE1544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1544
 NE1544.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1544
 NE1544.The ellipsoidal height was determined by GPS observations
 NE1544.and is referenced to NAD 83.
 NE1544
 NE1544. The following values were computed from the NAD 83(1994) position.
 NE1544
 NE1544;                    North         East     Units Scale Factor Converg.
 NE1544;SPC MI S     -   125,101.738 4,031,944.681   MT  0.99991708   +0 15 54.1
 NE1544;SPC MI S     -   410,438.77 13,228,164.96   iFT  0.99991708   +0 15 54.1
 NE1544;UTM  17      - 4,723,536.647   255,853.691   MT  1.00033342   -2 01 01.9
 NE1544;UTM  16      - 4,723,669.218   747,881.639   MT  1.00035604   +2 02 53.1
 NE1544
 NE1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1544!SPC MI S     -   0.99996034  x   0.99991708  =   0.99987743
 NE1544!UTM  17      -   0.99996034  x   1.00033342  =   1.00029375
 NE1544!UTM  16      -   0.99996034  x   1.00035604  =   1.00031637
 NE1544
 NE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5585323536(NAD 83)
 NE1544
 NE1544                          SUPERSEDED SURVEY CONTROL
 NE1544
 NE1544  ELLIP H (02/03/97)  252.938  (m)                       GP(       ) 4 1
 NE1544  NAD 83(1986)-  42 37 32.13860(N)    083 58 38.04024(W) AD(       ) 1
 NE1544  NAD 83(1986)-  42 37 32.13543(N)    083 58 38.02145(W) AD(       ) 3
 NE1544  NGVD 29 (03/27/91)  286.3    (m)  OSU 89B  model used  GPS OBS        
 NE1544
 NE1544.Superseded values are not recommended for survey control.
 NE1544
 NE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1544.See file dsdata.pdf to determine how the superseded data were derived.
 NE1544
 NE1544_MARKER: DR = REFERENCE MARK DISK
 NE1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1544_STAMPING: 31 MIDOT
 NE1544_MARK LOGO: MIDT
 NE1544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1544+STABILITY: SURFACE MOTION
 NE1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1544+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1994
 NE1544
 NE1544  HISTORY     - Date     Condition        Report By
 NE1544  HISTORY     - UNK      MONUMENTED       MIDT
 NE1544  HISTORY     - 19891120 GOOD             NGS
 NE1544  HISTORY     - 19941219 GOOD             LOCENG
 NE1544  HISTORY     - 20061213 MARK NOT FOUND   INDIV
 NE1544
 NE1544                          STATION DESCRIPTION
 NE1544
 NE1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1544'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF HOWELL, AT
 NE1544'THE LIVINGSTON COUNTY AIRPORT, 60 METERS SOUTHEAST FROM THE SOUTHEAST
 NE1544'END OF THE RUNWAY AND ON LINE WITH THE CENTER OF THE RUNWAY.
 NE1544'OWNERSHIP---LIVINGSTON COUNTY, C/O AIRPORT MANAGER GLEN MILLER, 3480
 NE1544'WEST GRAND RIVER AVENUE, HOWELL MI 48843.  PHONE IS (517) 546-6675.
 NE1544'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 96
 NE1544'AND 96 BUSINESS AND STATE HIGHWAY 59 (EXIT 133), ABOUT 4.0 KM
 NE1544'(2.50 MI) WEST OF HOWELL, GO NORTHEASTERLY FOR 1.5 KM (0.95 MI) ON
 NE1544'HIGHWAYS 96 BUSINESS AND 59 TO A CROSSROAD.  TURN LEFT AND GO
 NE1544'NORTHWEST FOR 0.4 KM (0.25 MI) ON GRAND RIVER AVENUE TO A PAVED DRIVE
 NE1544'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 60 METERS ON THE PAVED DRIVE,
 NE1544'PASSING SOUTHEAST OF THE AIRPORT OFFICE, TO A GATE AND THE APRON.
 NE1544'CONTINUE NORTHEAST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE,
 NE1544'ACROSS THE APRON AND ON A TAXIWAY TO THE PARALLEL TAXIWAY.  TURN RIGHT
 NE1544'AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO A
 NE1544'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO NORTHEAST FOR 50 METERS ON
 NE1544'THE CONNECTING TAXIWAY TO THE STATION RIGHT.
 NE1544'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE DISK SET IN THE
 NE1544'TOP OF A 0.8 METER SQUARE CONCRETE POST FLUSH WITH THE GROUND. LOCATED
 NE1544'61.0 M (200.1 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHEAST END OF
 NE1544'THE RUNWAY AND IN LINE WITH THE CENTERLINE OF THE RUNWAY.
 NE1544'DESCRIBED BY K.L. FANCHER.
 NE1544'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NE1544
 NE1544                          STATION RECOVERY (1994)
 NE1544
 NE1544'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DG)
 NE1544'RECOVERED AS DESCRIBED.
 NE1544
 NE1544                          STATION RECOVERY (2006)
 NE1544
 NE1544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1544'DESTROYED DURING AIRPORT EXPANSION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0993 ***********************************************************************
 NF0993  DESIGNATION -  31 A
 NF0993  PID         -  NF0993
 NF0993  STATE/COUNTY-  MI/ALLEGAN
 NF0993  COUNTRY     -  US
 NF0993  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0993
 NF0993                         *CURRENT SURVEY CONTROL
 NF0993  ______________________________________________________________________
 NF0993* NAD 83(1986) POSITION- 42 45 10.8    (N) 085 50 26.0    (W)   HD_HELD2
 NF0993* NAVD 88 ORTHO HEIGHT -   217.027 (meters)      712.03  (feet) ADJUSTED
 NF0993  ______________________________________________________________________
 NF0993  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 NF0993  DYNAMIC HEIGHT  -        216.970 (meters)      711.84  (feet) COMP
 NF0993  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 NF0993
 NF0993  VERT ORDER      -  SECOND    CLASS 0
 NF0993
 NF0993.The horizontal coordinates were established by autonomous hand held GPS
 NF0993.observations and have an estimated accuracy of +/- 10 meters.
 NF0993
 NF0993.The orthometric height was determined by differential leveling and
 NF0993.adjusted by the NATIONAL GEODETIC SURVEY
 NF0993.in June 1991.
 NF0993
 NF0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0993.GEOID18 height accuracy estimate available here.
 NF0993
 NF0993.Click photographs - Photos may exist for this station.
 NF0993
 NF0993.The dynamic height is computed by dividing the NAVD 88
 NF0993.geopotential number by the normal gravity value computed on the
 NF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0993.degrees latitude (g = 980.6199 gals.).
 NF0993
 NF0993.The modeled gravity was interpolated from observed gravity values.
 NF0993
 NF0993;                    North         East    Units  Estimated Accuracy
 NF0993;SPC MI S     -   140,236.    3,879,354.      MT  (+/- 10 meters HH2 GPS)
 NF0993
 NF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9488234038(NAD 83)
 NF0993
 NF0993                          SUPERSEDED SURVEY CONTROL
 NF0993
 NF0993  NGVD 29 (??/??/92)  217.163  (m)          712.48   (f) ADJ UNCH    2 0
 NF0993
 NF0993.Superseded values are not recommended for survey control.
 NF0993
 NF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0993.See file dsdata.pdf to determine how the superseded data were derived.
 NF0993
 NF0993_MARKER: DD = SURVEY DISK
 NF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0993_STAMPING: 31 A MICH 1929
 NF0993_MARK LOGO: USGS
 NF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0993+STABILITY: SURFACE MOTION
 NF0993
 NF0993  HISTORY     - Date     Condition        Report By
 NF0993  HISTORY     - 1929     MONUMENTED       USGS
 NF0993  HISTORY     - 1948     GOOD             CGS
 NF0993  HISTORY     - 1987     POOR             USPSQD
 NF0993  HISTORY     - 1989     GOOD             USPSQD
 NF0993  HISTORY     - 20070609 POOR             GEOCAC
 NF0993
 NF0993                          STATION DESCRIPTION
 NF0993
 NF0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0993'1.6 MI N FROM BURNIPS.
 NF0993'1.65 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT
 NF0993'BURNIPS, ABOUT 1.05 MILE SOUTH OF THE ALLEGAN-OTTAWA COUNTY
 NF0993'LINE, SET IN THE SOUTHEAST QUARTER OF A CROSS ROAD, IN THE
 NF0993'SOUTHWEST CORNER OF THE YARD AT AN ABANDONED CHURCH, EAST AND
 NF0993'ACROSS ROAD FROM A SMALL FRAME SCHOOL, 32 FEET EAST OF THE CENTER
 NF0993'LINE OF THE ROAD, 192 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 NF0993'ROAD, 54 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NF0993'ABANDONED CHURCH, 3 1/2 FEET NORTHEAST OF A FENCE CORNER, 3
 NF0993'FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NF0993'WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0993'CONCRETE POST PROJECTING 1 INCH.
 NF0993
 NF0993                          STATION RECOVERY (1987)
 NF0993
 NF0993'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0993'MARK RECOVERED IN POOR CONDITION.
 NF0993
 NF0993                          STATION RECOVERY (1989)
 NF0993
 NF0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0993'RECOVERED IN GOOD CONDITION.
 NF0993
 NF0993                          STATION RECOVERY (2007)
 NF0993
 NF0993'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0993'MARK APPEARS TO HAVE BEEN RESET.  IT IS NOW IN NW CORNER OF LOT FOR
 NF0993'HOUSE NUMBER 4591, ATOP A CONCRETE POST PROJECTING 2.5 FEET ABOVE
 NF0993'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0208 ***********************************************************************
 NE0208  DESIGNATION -  31 USLS
 NE0208  PID         -  NE0208
 NE0208  STATE/COUNTY-  MI/ST CLAIR
 NE0208  COUNTRY     -  US
 NE0208  USGS QUAD   -  NEW BALTIMORE (2017)
 NE0208
 NE0208                         *CURRENT SURVEY CONTROL
 NE0208  ______________________________________________________________________
 NE0208* NAD 83(1986) POSITION- 42 40 40.2    (N) 082 38 52.0    (W)   HD_HELD2
 NE0208* NAVD 88 ORTHO HEIGHT -   177.739 (meters)      583.13  (feet) ADJUSTED
 NE0208  ______________________________________________________________________
 NE0208  GEOID HEIGHT    -        -34.939 (meters)                     GEOID18
 NE0208  DYNAMIC HEIGHT  -        177.689 (meters)      582.97  (feet) COMP
 NE0208  MODELED GRAVITY -    980,339.5   (mgal)                       NAVD 88
 NE0208
 NE0208  VERT ORDER      -  FIRST     CLASS 0
 NE0208
 NE0208.The horizontal coordinates were established by autonomous hand held GPS
 NE0208.observations and have an estimated accuracy of +/- 10 meters.
 NE0208
 NE0208.The orthometric height was determined by differential leveling and
 NE0208.adjusted by the NATIONAL GEODETIC SURVEY
 NE0208.in June 1991.
 NE0208
 NE0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0208.GEOID18 height accuracy estimate available here.
 NE0208
 NE0208.Click photographs - Photos may exist for this station.
 NE0208
 NE0208.The dynamic height is computed by dividing the NAVD 88
 NE0208.geopotential number by the normal gravity value computed on the
 NE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0208.degrees latitude (g = 980.6199 gals.).
 NE0208
 NE0208.The modeled gravity was interpolated from observed gravity values.
 NE0208
 NE0208;                    North         East    Units  Estimated Accuracy
 NE0208;SPC MI S     -   132,269.    4,140,868.      MT  (+/- 10 meters HH2 GPS)
 NE0208
 NE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6499126355(NAD 83)
 NE0208
 NE0208                          SUPERSEDED SURVEY CONTROL
 NE0208
 NE0208  NGVD 29 (11/26/84)  177.867  (m)          583.55   (f) ADJUSTED    1 0
 NE0208
 NE0208.Superseded values are not recommended for survey control.
 NE0208
 NE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0208.See file dsdata.pdf to determine how the superseded data were derived.
 NE0208
 NE0208_MARKER: B = BOLT
 NE0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0208_SP_SET: FOUNDATION
 NE0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0208
 NE0208  HISTORY     - Date     Condition        Report By
 NE0208  HISTORY     - 1898     MONUMENTED       USLS
 NE0208  HISTORY     - 1970     GOOD             USLS
 NE0208  HISTORY     - 1980     POOR             NGS
 NE0208  HISTORY     - 19961005 GOOD             USPSQD
 NE0208
 NE0208                          STATION DESCRIPTION
 NE0208
 NE0208'DESCRIBED BY US LAKE SURVEY 1970
 NE0208'AT FAIR HAVEN.
 NE0208'31 IS AT FAIR HAVEN, ST. CLAIR COUNTY, MICHIGAN, ON THE NORTH
 NE0208'SIDE OF HIGHWAY M-29 ABOUT 0.4 MILE NORTHEAST OF BRIDGE OVER
 NE0208'SWAN CREEK ON HIGHWAY FACE OF THE HOUSE AT NO. 8572, 0.5 FOOT FROM
 NE0208'THE SOUTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND, BEING CENTER
 NE0208'OF SMALL HOLE IN END OF BRASS BOLT SET INTO THE STONE FOUNDATION,
 NE0208'MARKED US PBM.  NOTE-- BM 1898
 NE0208
 NE0208                          STATION RECOVERY (1980)
 NE0208
 NE0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0208'IN FAIR HAVEN 0.9 KILOMETER (0.55 MILES) SOUTHEAST ALONG STATE
 NE0208'HIGHWAY 29 FROM THE SOUTHEAST END OF THE HIGHWAY 29 BRIDGE OVER
 NE0208'SWAN CREEK, SET VERTICALLY 2.5 FEET ABOVE THE GROUND AT THE WEST
 NE0208'CORNER IN THE SOUTHWEST FACE OF AN OLD 2 STORY BRICK HOUSE NUMBER
 NE0208'8572 HIGHWAY 29, 22.24 METERS (73.0 FEET) NORTHEAST OF THE CENTER
 NE0208'LINE OF HIGHWAY 29, 2.33 METERS (7.8 FEET) NORTHWEST OF THE NORTH-
 NE0208'WEST EDGE OF THE WOODEN PORCH, 0.15 METER (5.0 INCHES) SOUTHEAST
 NE0208'OF THE WEST CORNER OF THE HOUSE. NOTE THID MARK WAS RECOVERED IN
 NE0208'POOR CONDITION AS THE STONE FOUNDATION HAS SETTLED AND CRACKED.
 NE0208'THE MARK IS 0.76 M ABOVE GROUND..
 NE0208
 NE0208                          STATION RECOVERY (1996)
 NE0208
 NE0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0220 ***********************************************************************
 RJ0220  DESIGNATION -  310
 RJ0220  PID         -  RJ0220
 RJ0220  STATE/COUNTY-  MI/CHIPPEWA
 RJ0220  COUNTRY     -  US
 RJ0220  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0220
 RJ0220                         *CURRENT SURVEY CONTROL
 RJ0220  ______________________________________________________________________
 RJ0220* NAD 83(1986) POSITION- 46 23 27.     (N) 084 12 27.     (W)   SCALED
 RJ0220* NAVD 88 ORTHO HEIGHT -   185.008 (meters)      606.98  (feet) ADJUSTED
 RJ0220  ______________________________________________________________________
 RJ0220  GEOID HEIGHT    -        -36.629 (meters)                     GEOID18
 RJ0220  DYNAMIC HEIGHT  -        185.018 (meters)      607.01  (feet) COMP
 RJ0220  MODELED GRAVITY -    980,666.2   (mgal)                       NAVD 88
 RJ0220
 RJ0220  VERT ORDER      -  FIRST     CLASS I
 RJ0220
 RJ0220.The horizontal coordinates were scaled from a map and have
 RJ0220.an estimated accuracy of +/- 6 seconds.
 RJ0220
 RJ0220.The orthometric height was determined by differential leveling and
 RJ0220.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0220.in June 1991.
 RJ0220
 RJ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0220.GEOID18 height accuracy estimate available here.
 RJ0220
 RJ0220.Click photographs - Photos may exist for this station.
 RJ0220
 RJ0220.The dynamic height is computed by dividing the NAVD 88
 RJ0220.geopotential number by the normal gravity value computed on the
 RJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0220.degrees latitude (g = 980.6199 gals.).
 RJ0220
 RJ0220.The modeled gravity was interpolated from observed gravity values.
 RJ0220
 RJ0220;                    North         East    Units  Estimated Accuracy
 RJ0220;SPC MI N     -   182,450.    8,214,720.      MT  (+/- 180 meters Scaled)
 RJ0220
 RJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146412(NAD 83)
 RJ0220
 RJ0220                          SUPERSEDED SURVEY CONTROL
 RJ0220
 RJ0220  NGVD 29 (??/??/92)  184.993  (m)          606.93   (f) ADJ UNCH    1 1
 RJ0220
 RJ0220.Superseded values are not recommended for survey control.
 RJ0220
 RJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0220.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0220
 RJ0220_MARKER: Z = SEE DESCRIPTION
 RJ0220_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0220+WITH SETTING: INTO GROUND
 RJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0220+STABILITY: SURFACE MOTION
 RJ0220
 RJ0220  HISTORY     - Date     Condition        Report By
 RJ0220  HISTORY     - 1969     MONUMENTED       NONE
 RJ0220  HISTORY     - 1969     GOOD             USLS
 RJ0220  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0220
 RJ0220                          STATION DESCRIPTION
 RJ0220
 RJ0220'DESCRIBED BY US LAKE SURVEY 1969
 RJ0220'AT SUGAR ISLAND.
 RJ0220'310 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0220'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0220'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0220'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0
 RJ0220'MILES SOUTH, TURN LEFT AND VICINITY OF STATION, 96.0 FEET SOUTH
 RJ0220'OF A FLAGPOLE, 59 FEET WEST OF CENTERLINE OF ROAD, 2.4 FEET
 RJ0220'EAST OF UTILITY POLE NO. U.S.C.G.-310, 1/2-FOOT BELOW THE
 RJ0220'GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0220'DIAMETER COPPER-COATED STEEL ROD, 16 FEET LONG.
 RJ0220
 RJ0220                          STATION RECOVERY (1983)
 RJ0220
 RJ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0220'NOT RECOVERED.  INADEQUATE AND CONFLICTING DESCRIPTION REFERENCES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0137 ***********************************************************************
 OJ0137  DESIGNATION -  310 1/2
 OJ0137  PID         -  OJ0137
 OJ0137  STATE/COUNTY-  MI/ST CLAIR
 OJ0137  COUNTRY     -  US
 OJ0137  USGS QUAD   -  CAPAC (2017)
 OJ0137
 OJ0137                         *CURRENT SURVEY CONTROL
 OJ0137  ______________________________________________________________________
 OJ0137* NAD 83(1986) POSITION- 43 00 27.     (N) 082 54 26.     (W)   SCALED
 OJ0137* NAVD 88 ORTHO HEIGHT -   242.096 (meters)      794.28  (feet) POSTED
 OJ0137  ______________________________________________________________________
 OJ0137  GEOID HEIGHT    -        -34.832 (meters)                     GEOID18
 OJ0137  DYNAMIC HEIGHT  -        242.03  (meters)      794.1   (feet) COMP
 OJ0137  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 OJ0137
 OJ0137  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0137
 OJ0137.The horizontal coordinates were scaled from a map and have
 OJ0137.an estimated accuracy of +/- 6 seconds.
 OJ0137
 OJ0137.The orthometric height was determined by differential leveling
 OJ0137.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0137
 OJ0137.* This is a POSTED BENCH MARK height.
 OJ0137
 OJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0137.GEOID18 height accuracy estimate available here.
 OJ0137
 OJ0137.Click photographs - Photos may exist for this station.
 OJ0137
 OJ0137.The dynamic height is computed by dividing the NAVD 88
 OJ0137.geopotential number by the normal gravity value computed on the
 OJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0137.degrees latitude (g = 980.6199 gals.).
 OJ0137
 OJ0137.The modeled gravity was interpolated from observed gravity values.
 OJ0137
 OJ0137;                    North         East    Units  Estimated Accuracy
 OJ0137;SPC MI S     -   168,480.    4,118,970.      MT  (+/- 180 meters Scaled)
 OJ0137
 OJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH445634(NAD 83)
 OJ0137
 OJ0137                          SUPERSEDED SURVEY CONTROL
 OJ0137
 OJ0137  NGVD 29 (??/??/92)  242.206  (m)          794.64   (f) ADJ UNCH    2 0
 OJ0137
 OJ0137.Superseded values are not recommended for survey control.
 OJ0137
 OJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0137
 OJ0137_MARKER: Z = SEE DESCRIPTION
 OJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0137_STAMPING: BM NO 309-1/2
 OJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0137+STABILITY: SURFACE MOTION
 OJ0137
 OJ0137  HISTORY     - Date     Condition        Report By
 OJ0137  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0137  HISTORY     - 1934     GOOD             CGS
 OJ0137  HISTORY     - 1977     GOOD             NGS
 OJ0137
 OJ0137                          STATION DESCRIPTION
 OJ0137
 OJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0137'1.4 MI E FROM CAPAC.
 OJ0137'1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0137'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0137'C 310-PH 25, 33.4 FEET NORTH OF THE NORTH RAIL, 1.2 FEET SOUTH
 OJ0137'OF A WIRE FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0137'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 309-1/2 AND SET IN THE
 OJ0137'TOP OF A CONCRETE POST.
 OJ0137
 OJ0137                          STATION RECOVERY (1977)
 OJ0137
 OJ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0137'1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE FORMER
 OJ0137'DEPOT IN CAPAC, 48 FEET NORTH OF THE NORTH RAIL (THE NORTH SET OF
 OJ0137'TRACKS HAVE BEEN REMOVED), 2 FEET SOUTH OF RIGHT OF WAY FENCE AND
 OJ0137'0.15 MILES WEST OF A PRIVATE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0136 ***********************************************************************
 OJ0136  DESIGNATION -  311 1/2
 OJ0136  PID         -  OJ0136
 OJ0136  STATE/COUNTY-  MI/ST CLAIR
 OJ0136  COUNTRY     -  US
 OJ0136  USGS QUAD   -  CAPAC (2017)
 OJ0136
 OJ0136                         *CURRENT SURVEY CONTROL
 OJ0136  ______________________________________________________________________
 OJ0136* NAD 83(1986) POSITION- 43 00 18.     (N) 082 53 17.     (W)   SCALED
 OJ0136* NAVD 88 ORTHO HEIGHT -   241.206 (meters)      791.36  (feet) POSTED
 OJ0136  ______________________________________________________________________
 OJ0136  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 OJ0136  DYNAMIC HEIGHT  -        241.14  (meters)      791.1   (feet) COMP
 OJ0136  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 OJ0136
 OJ0136  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0136
 OJ0136.The horizontal coordinates were scaled from a map and have
 OJ0136.an estimated accuracy of +/- 6 seconds.
 OJ0136
 OJ0136.The orthometric height was determined by differential leveling
 OJ0136.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0136
 OJ0136.* This is a POSTED BENCH MARK height.
 OJ0136
 OJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0136.GEOID18 height accuracy estimate available here.
 OJ0136
 OJ0136.Click photographs - Photos may exist for this station.
 OJ0136
 OJ0136.The dynamic height is computed by dividing the NAVD 88
 OJ0136.geopotential number by the normal gravity value computed on the
 OJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0136.degrees latitude (g = 980.6199 gals.).
 OJ0136
 OJ0136.The modeled gravity was interpolated from observed gravity values.
 OJ0136
 OJ0136;                    North         East    Units  Estimated Accuracy
 OJ0136;SPC MI S     -   168,230.    4,120,540.      MT  (+/- 180 meters Scaled)
 OJ0136
 OJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461630(NAD 83)
 OJ0136
 OJ0136                          SUPERSEDED SURVEY CONTROL
 OJ0136
 OJ0136  NGVD 29 (??/??/92)  241.316  (m)          791.72   (f) ADJ UNCH    2 0
 OJ0136
 OJ0136.Superseded values are not recommended for survey control.
 OJ0136
 OJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0136.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0136
 OJ0136_MARKER: Z = SEE DESCRIPTION
 OJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0136_STAMPING: BM NO 311-1/2
 OJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0136+STABILITY: SURFACE MOTION
 OJ0136
 OJ0136  HISTORY     - Date     Condition        Report By
 OJ0136  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0136  HISTORY     - 1934     GOOD             CGS
 OJ0136
 OJ0136                          STATION DESCRIPTION
 OJ0136
 OJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0136'2.4 MI E FROM CAPAC.
 OJ0136'2.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0136'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0136'C 311-PH 24, 67 YARDS EAST OF SEMAPHORE 3115, 35.4 FEET NORTH
 OJ0136'OF THE NORTH RAIL, 1.6 FEET SOUTH OF A WIRE FENCE, AND 5 FEET
 OJ0136'LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG,
 OJ0136'STAMPED B.M. NO. 311-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0317 ***********************************************************************
 NE0317  DESIGNATION -  314 1/2
 NE0317  PID         -  NE0317
 NE0317  STATE/COUNTY-  MI/ST CLAIR
 NE0317  COUNTRY     -  US
 NE0317  USGS QUAD   -  MEMPHIS (2017)
 NE0317
 NE0317                         *CURRENT SURVEY CONTROL
 NE0317  ______________________________________________________________________
 NE0317* NAD 83(1986) POSITION- 42 59 52.     (N) 082 49 45.     (W)   SCALED
 NE0317* NAVD 88 ORTHO HEIGHT -   241.821 (meters)      793.37  (feet) POSTED
 NE0317  ______________________________________________________________________
 NE0317  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 NE0317  DYNAMIC HEIGHT  -        241.76  (meters)      793.2   (feet) COMP
 NE0317  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 NE0317
 NE0317  VERT ORDER      -  * POSTED, SEE BELOW
 NE0317
 NE0317.The horizontal coordinates were scaled from a map and have
 NE0317.an estimated accuracy of +/- 6 seconds.
 NE0317
 NE0317.The orthometric height was determined by differential leveling
 NE0317.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NE0317
 NE0317.* This is a POSTED BENCH MARK height.
 NE0317
 NE0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0317.GEOID18 height accuracy estimate available here.
 NE0317
 NE0317.Click photographs - Photos may exist for this station.
 NE0317
 NE0317.The dynamic height is computed by dividing the NAVD 88
 NE0317.geopotential number by the normal gravity value computed on the
 NE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0317.degrees latitude (g = 980.6199 gals.).
 NE0317
 NE0317.The modeled gravity was interpolated from observed gravity values.
 NE0317
 NE0317;                    North         East    Units  Estimated Accuracy
 NE0317;SPC MI S     -   167,510.    4,125,360.      MT  (+/- 180 meters Scaled)
 NE0317
 NE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH509621(NAD 83)
 NE0317
 NE0317                          SUPERSEDED SURVEY CONTROL
 NE0317
 NE0317  NGVD 29 (??/??/92)  241.924  (m)          793.71   (f) ADJ UNCH    2 0
 NE0317
 NE0317.Superseded values are not recommended for survey control.
 NE0317
 NE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0317.See file dsdata.pdf to determine how the superseded data were derived.
 NE0317
 NE0317_MARKER: DD = SURVEY DISK
 NE0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0317_STAMPING: BM NO 314-1/2
 NE0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0317+STABILITY: SURFACE MOTION
 NE0317
 NE0317  HISTORY     - Date     Condition        Report By
 NE0317  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0317  HISTORY     - 1934     GOOD             CGS
 NE0317  HISTORY     - 1977     GOOD             NGS
 NE0317
 NE0317                          STATION DESCRIPTION
 NE0317
 NE0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0317'3.1 MI W FROM EMMETT.
 NE0317'3.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0317'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0317'C 314-PH 21, 43 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0317'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 35.5 FEET NORTH OF
 NE0317'THE NORTH RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.
 NE0317'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 314-1/2 AND SET IN
 NE0317'THE TOP OF A CONCRETE POST.
 NE0317
 NE0317                          STATION RECOVERY (1977)
 NE0317
 NE0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0317'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS
 NE0317'CROSSING OF MAIN STREET IN EMMITT, 115 FEET EAST OF THE CENTER OF
 NE0317'QUAIN ROAD, 49 FEET NORTH OF THE NORTH RAIL, 11.5 FEET EAST OF
 NE0317'TELEGRAPH POLE E-40 AND 1.5 FEET OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0318 ***********************************************************************
 NE0318  DESIGNATION -  315 1/2
 NE0318  PID         -  NE0318
 NE0318  STATE/COUNTY-  MI/ST CLAIR
 NE0318  COUNTRY     -  US
 NE0318  USGS QUAD   -  MEMPHIS (2017)
 NE0318
 NE0318                         *CURRENT SURVEY CONTROL
 NE0318  ______________________________________________________________________
 NE0318* NAD 83(1986) POSITION- 42 59 43.     (N) 082 48 35.     (W)   SCALED
 NE0318* NAVD 88 ORTHO HEIGHT -   240.249 (meters)      788.22  (feet) ADJUSTED
 NE0318  ______________________________________________________________________
 NE0318  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 NE0318  DYNAMIC HEIGHT  -        240.187 (meters)      788.01  (feet) COMP
 NE0318  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 NE0318
 NE0318  VERT ORDER      -  SECOND    CLASS 0
 NE0318
 NE0318.The horizontal coordinates were scaled from a map and have
 NE0318.an estimated accuracy of +/- 6 seconds.
 NE0318
 NE0318.The orthometric height was determined by differential leveling and
 NE0318.adjusted by the NATIONAL GEODETIC SURVEY
 NE0318.in June 1991.
 NE0318
 NE0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0318.GEOID18 height accuracy estimate available here.
 NE0318
 NE0318.Click photographs - Photos may exist for this station.
 NE0318
 NE0318.The dynamic height is computed by dividing the NAVD 88
 NE0318.geopotential number by the normal gravity value computed on the
 NE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0318.degrees latitude (g = 980.6199 gals.).
 NE0318
 NE0318.The modeled gravity was interpolated from observed gravity values.
 NE0318
 NE0318;                    North         East    Units  Estimated Accuracy
 NE0318;SPC MI S     -   167,270.    4,126,950.      MT  (+/- 180 meters Scaled)
 NE0318
 NE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH524618(NAD 83)
 NE0318
 NE0318                          SUPERSEDED SURVEY CONTROL
 NE0318
 NE0318.No superseded survey control is available for this station.
 NE0318
 NE0318_MARKER: DD = SURVEY DISK
 NE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0318_STAMPING: BM NO 315-1/2
 NE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0318+STABILITY: SURFACE MOTION
 NE0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0318+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 NE0318
 NE0318  HISTORY     - Date     Condition        Report By
 NE0318  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0318  HISTORY     - 1934     GOOD             CGS
 NE0318  HISTORY     - 1977     GOOD             MIDH
 NE0318  HISTORY     - 20030930 GOOD             ROWEIN
 NE0318
 NE0318                          STATION DESCRIPTION
 NE0318
 NE0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0318'2.1 MI W FROM EMMETT.
 NE0318'2.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0318'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0318'C 315-PH 20, 27 FEET NORTHWEST OF THE INTERSECTION OF THE
 NE0318'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 33.6 FEET NORTH OF
 NE0318'THE NORTH RAIL, 1.9 FEET SOUTH OF A WIRE FENCE, AND ABOUT 2.5
 NE0318'FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG,
 NE0318'STAMPED B.M. NO. 315-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0318
 NE0318                          STATION RECOVERY (1977)
 NE0318
 NE0318'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0318'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R14E, EMMETT TOWNSHIP
 NE0318'IN SECTION 33 FROM EMMETT GO WEST ALONG GTWRR TRACKS 2.1 MILES TO
 NE0318'SHERIDAN ROAD AND MARK ON RIGHT. IT IS 64 FEET WEST OF CENTERLINE OF
 NE0318'SHERIDAN ROAD, 47 FEET NORTH OF NORTH RAIL, 29.5 FEET WEST OF A FENCE
 NE0318'CORNER POST AND 1.5 FEET SOUTH OF A FENCE. A 1 1/2 INCH BRASS PLUG
 NE0318'SET IN A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND
 NE0318
 NE0318                          STATION RECOVERY (2003)
 NE0318
 NE0318'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0314 ***********************************************************************
 NE0314  DESIGNATION -  318 1/2
 NE0314  PID         -  NE0314
 NE0314  STATE/COUNTY-  MI/ST CLAIR
 NE0314  COUNTRY     -  US
 NE0314  USGS QUAD   -  MEMPHIS (2017)
 NE0314
 NE0314                         *CURRENT SURVEY CONTROL
 NE0314  ______________________________________________________________________
 NE0314* NAD 83(1986) POSITION- 42 59 21.     (N) 082 45 04.     (W)   SCALED
 NE0314* NAVD 88 ORTHO HEIGHT -   232.213 (meters)      761.85  (feet) ADJUSTED
 NE0314  ______________________________________________________________________
 NE0314  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 NE0314  DYNAMIC HEIGHT  -        232.154 (meters)      761.66  (feet) COMP
 NE0314  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 NE0314
 NE0314  VERT ORDER      -  SECOND    CLASS 0
 NE0314
 NE0314.The horizontal coordinates were scaled from a map and have
 NE0314.an estimated accuracy of +/- 6 seconds.
 NE0314
 NE0314.The orthometric height was determined by differential leveling and
 NE0314.adjusted by the NATIONAL GEODETIC SURVEY
 NE0314.in June 1991.
 NE0314
 NE0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0314.GEOID18 height accuracy estimate available here.
 NE0314
 NE0314.Click photographs - Photos may exist for this station.
 NE0314
 NE0314.The dynamic height is computed by dividing the NAVD 88
 NE0314.geopotential number by the normal gravity value computed on the
 NE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0314.degrees latitude (g = 980.6199 gals.).
 NE0314
 NE0314.The modeled gravity was interpolated from observed gravity values.
 NE0314
 NE0314;                    North         East    Units  Estimated Accuracy
 NE0314;SPC MI S     -   166,680.    4,131,740.      MT  (+/- 180 meters Scaled)
 NE0314
 NE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH572610(NAD 83)
 NE0314
 NE0314                          SUPERSEDED SURVEY CONTROL
 NE0314
 NE0314  NGVD 29 (??/??/92)  232.317  (m)          762.19   (f) ADJ UNCH    2 0
 NE0314
 NE0314.Superseded values are not recommended for survey control.
 NE0314
 NE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0314.See file dsdata.pdf to determine how the superseded data were derived.
 NE0314
 NE0314_MARKER: DD = SURVEY DISK
 NE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0314_STAMPING: BM NO 318-1/2
 NE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0314+STABILITY: SURFACE MOTION
 NE0314
 NE0314  HISTORY     - Date     Condition        Report By
 NE0314  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0314  HISTORY     - 1934     GOOD             CGS
 NE0314  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0314  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0314
 NE0314                          STATION DESCRIPTION
 NE0314
 NE0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0314'0.9 MI E FROM EMMETT.
 NE0314'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0314'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0314'C 318-PH 17, 250 YARDS EAST OF SIGNAL TOWER 3183, 35 FEET NORTH
 NE0314'OF THE NORTH RAIL, 1.7 FEET SOUTH OF A WIRE FENCE, AND ABOUT
 NE0314'4.5 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE
 NE0314'PLUG, STAMPED B.M. NO. 318-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0314'POST.
 NE0314
 NE0314                          STATION RECOVERY (1977)
 NE0314
 NE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0314'MARK NOT FOUND.
 NE0314
 NE0314                          STATION RECOVERY (1988)
 NE0314
 NE0314'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0201 ***********************************************************************
 NE0201  DESIGNATION -  32
 NE0201  PID         -  NE0201
 NE0201  STATE/COUNTY-  MI/MACOMB
 NE0201  COUNTRY     -  US
 NE0201  USGS QUAD   -  NEW BALTIMORE (2017)
 NE0201
 NE0201                         *CURRENT SURVEY CONTROL
 NE0201  ______________________________________________________________________
 NE0201* NAD 83(1986) POSITION- 42 40 57.     (N) 082 43 47.     (W)   SCALED
 NE0201* NAVD 88 ORTHO HEIGHT -   182.620 (meters)      599.15  (feet) ADJUSTED
 NE0201  ______________________________________________________________________
 NE0201  GEOID HEIGHT    -        -34.926 (meters)                     GEOID18
 NE0201  DYNAMIC HEIGHT  -        182.569 (meters)      598.98  (feet) COMP
 NE0201  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 NE0201
 NE0201  VERT ORDER      -  FIRST     CLASS II
 NE0201
 NE0201.The horizontal coordinates were scaled from a map and have
 NE0201.an estimated accuracy of +/- 6 seconds.
 NE0201
 NE0201.The orthometric height was determined by differential leveling and
 NE0201.adjusted by the NATIONAL GEODETIC SURVEY
 NE0201.in June 1991.
 NE0201
 NE0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0201.GEOID18 height accuracy estimate available here.
 NE0201
 NE0201.Click photographs - Photos may exist for this station.
 NE0201
 NE0201.The dynamic height is computed by dividing the NAVD 88
 NE0201.geopotential number by the normal gravity value computed on the
 NE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0201.degrees latitude (g = 980.6199 gals.).
 NE0201
 NE0201.The modeled gravity was interpolated from observed gravity values.
 NE0201
 NE0201;                    North         East    Units  Estimated Accuracy
 NE0201;SPC MI S     -   132,650.    4,134,140.      MT  (+/- 180 meters Scaled)
 NE0201
 NE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH582270(NAD 83)
 NE0201
 NE0201                          SUPERSEDED SURVEY CONTROL
 NE0201
 NE0201  NGVD 29 (11/26/84)  182.742  (m)          599.55   (f) ADJUSTED    1 2
 NE0201
 NE0201.Superseded values are not recommended for survey control.
 NE0201
 NE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0201.See file dsdata.pdf to determine how the superseded data were derived.
 NE0201
 NE0201_MARKER: B = BOLT
 NE0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0201_SP_SET: WATER TABLE
 NE0201_MARK LOGO: NONE
 NE0201_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0201+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2022
 NE0201
 NE0201  HISTORY     - Date     Condition        Report By
 NE0201  HISTORY     - 1898     MONUMENTED       USLS
 NE0201  HISTORY     - 1970     GOOD             USLS
 NE0201  HISTORY     - 1980     GOOD             NGS
 NE0201  HISTORY     - 19910713 GOOD             USPSQD
 NE0201  HISTORY     - 19950921 GOOD             MIDT
 NE0201  HISTORY     - 20041023 GOOD             USPSQD
 NE0201  HISTORY     - 20060522 GOOD             INDIV
 NE0201  HISTORY     - 20060816 GOOD             SPALD
 NE0201  HISTORY     - 20071124 GOOD             INDIV
 NE0201  HISTORY     - 20220613 GOOD             MIDT
 NE0201
 NE0201                          STATION DESCRIPTION
 NE0201
 NE0201'DESCRIBED BY US LAKE SURVEY 1970
 NE0201'AT NEW BALTIMORE.
 NE0201'32 IS AT NEW BALTIMORE, MACOMB COUNTY, MICHIGAN, ON SOUTHEAST
 NE0201'SIDE OF MAIN STREET, 1,900 FEET NORTHEAST OF WASHINGTON AVENUE,
 NE0201'0.8 FOOT SOUTHEAST OF NORTH CORNER OF WATER TABLE AND IN
 NE0201'NORTHEAST FACE OF DWELLING AT 36848 MAIN STREET, 3-1/2-FEET
 NE0201'ABOVE THE GROUND SURFACE, BEING CENTER OF SMALL HOLE IN BRASS
 NE0201'BOLT SET INTO THE WATER TABLE.  (MARKED U.S. PBM)  NOTE-- BM 1898
 NE0201
 NE0201                          STATION RECOVERY (1980)
 NE0201
 NE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0201'IN NEW BALTIMORE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0201'OF ASHEY STREET, SET VERTICALLY 3 1/2 FEET ABOVE THE GROUND IN THE
 NE0201'NORTHEAST FACE OF THE CONCRETE WATER TABLE OF A TWO STORY BRICK
 NE0201'HOUSE NUMBER 26848 MAIN STREET, THIS MARK IS A SMALL BRASS BOLT
 NE0201'WITH A HOLE IN THE CENTER WITH 2 INCH LETTERS U S PBM INCRIBED
 NE0201'IN THE WATER TABLE. 48.76 METERS (160.0 FEET) SOUTHEAST OF THE
 NE0201'CENTER LINE OF MAIN STREET, 4.66 METERS NORTHWEST OF THE NORTH CORNER
 NE0201'OF THE PORCH ON THE NORTHEAST SIDE OF THE HOUSE, 0.24 METER (8-INCHES)
 NE0201'SOUTHEAST OF THE NORTH CORNER OF THE HOUSE.
 NE0201'THE MARK IS 1.56 M ABOVE GROUND.
 NE0201
 NE0201                          STATION RECOVERY (1991)
 NE0201
 NE0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0201'RECOVERED IN GOOD CONDITION.
 NE0201
 NE0201                          STATION RECOVERY (1995)
 NE0201
 NE0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GRH)
 NE0201'STATION WAS RECOVERED WITH THE FOLLOWING CHANGE.  THE TWO STORY BRICK
 NE0201'HOUSE NUMBER SHOULD BE 36848 INSTEAD OF 26848.
 NE0201
 NE0201                          STATION RECOVERY (2004)
 NE0201
 NE0201'RECOVERY NOTE BY US POWER SQUADRON 2004
 NE0201'RECOVERED AS DESCRIBED
 NE0201
 NE0201                          STATION RECOVERY (2006)
 NE0201
 NE0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJV)
 NE0201'FOUND MARK IN GOOD CONDITION
 NE0201
 NE0201                          STATION RECOVERY (2006)
 NE0201
 NE0201'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0201'RECOVERED IN GOOD CONDITION.
 NE0201
 NE0201                          STATION RECOVERY (2007)
 NE0201
 NE0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJR)
 NE0201'RECOVERED AS DESCRIBED
 NE0201
 NE0201                          STATION RECOVERY (2022)
 NE0201
 NE0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (AEE)
 NE0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0316 ***********************************************************************
 OK0316  DESIGNATION -  32 1/2
 OK0316  PID         -  OK0316
 OK0316  STATE/COUNTY-  MI/MONTCALM
 OK0316  COUNTRY     -  US
 OK0316  USGS QUAD   -  SHERIDAN (2017)
 OK0316
 OK0316                         *CURRENT SURVEY CONTROL
 OK0316  ______________________________________________________________________
 OK0316* NAD 83(1986) POSITION- 43 11 55.     (N) 085 06 13.     (W)   SCALED
 OK0316* NAVD 88 ORTHO HEIGHT -   255.041 (meters)      836.75  (feet) ADJUSTED
 OK0316  ______________________________________________________________________
 OK0316  GEOID HEIGHT    -        -32.781 (meters)                     GEOID18
 OK0316  DYNAMIC HEIGHT  -        254.987 (meters)      836.57  (feet) COMP
 OK0316  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 OK0316
 OK0316  VERT ORDER      -  SECOND    CLASS 0
 OK0316
 OK0316.The horizontal coordinates were scaled from a map and have
 OK0316.an estimated accuracy of +/- 6 seconds.
 OK0316
 OK0316.The orthometric height was determined by differential leveling and
 OK0316.adjusted by the NATIONAL GEODETIC SURVEY
 OK0316.in June 1991.
 OK0316
 OK0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0316.GEOID18 height accuracy estimate available here.
 OK0316
 OK0316.Click photographs - Photos may exist for this station.
 OK0316
 OK0316.The dynamic height is computed by dividing the NAVD 88
 OK0316.geopotential number by the normal gravity value computed on the
 OK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0316.degrees latitude (g = 980.6199 gals.).
 OK0316
 OK0316.The modeled gravity was interpolated from observed gravity values.
 OK0316
 OK0316;                    North         East    Units  Estimated Accuracy
 OK0316;SPC MI S     -   188,940.    3,940,110.      MT  (+/- 180 meters Scaled)
 OK0316
 OK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN540846(NAD 83)
 OK0316
 OK0316                          SUPERSEDED SURVEY CONTROL
 OK0316
 OK0316  NGVD 29 (??/??/92)  255.177  (m)          837.19   (f) ADJ UNCH    2 0
 OK0316
 OK0316.Superseded values are not recommended for survey control.
 OK0316
 OK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0316.See file dsdata.pdf to determine how the superseded data were derived.
 OK0316
 OK0316_MARKER: Z = SEE DESCRIPTION
 OK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0316_STAMPING: 32-1/2
 OK0316_PROJECTION: FLUSH
 OK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0316+STABILITY: SURFACE MOTION
 OK0316
 OK0316  HISTORY     - Date     Condition        Report By
 OK0316  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0316  HISTORY     - 1934     GOOD             CGS
 OK0316  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0316  HISTORY     - 20011205 GOOD             NGS
 OK0316
 OK0316                          STATION DESCRIPTION
 OK0316
 OK0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0316'1.5 MI W FROM SHERIDAN.
 OK0316'1.5 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0316'AT SHERIDAN, 50 FEET WEST OF A DIRT-ROAD CROSSING, 43 FEET NORTH
 OK0316'OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF RAIL.
 OK0316'A BRASS PLUG, STAMPED 32-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0316'POST.
 OK0316
 OK0316                          STATION RECOVERY (1992)
 OK0316
 OK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0316'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0316
 OK0316                          STATION RECOVERY (2001)
 OK0316
 OK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0316'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0151 ***********************************************************************
 QJ0151  DESIGNATION -  32 RMC
 QJ0151  PID         -  QJ0151
 QJ0151  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0151  COUNTRY     -  US
 QJ0151  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0151
 QJ0151                         *CURRENT SURVEY CONTROL
 QJ0151  ______________________________________________________________________
 QJ0151* NAD 83(1986) POSITION- 45 20 06.81   (N) 083 37 22.53   (W)   HD_HELD1
 QJ0151* NAVD 88 ORTHO HEIGHT -   196.506 (meters)      644.70  (feet) ADJUSTED
 QJ0151  ______________________________________________________________________
 QJ0151  GEOID HEIGHT    -        -36.864 (meters)                     GEOID18
 QJ0151  DYNAMIC HEIGHT  -        196.496 (meters)      644.67  (feet) COMP
 QJ0151  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 QJ0151  OBS GRAVITY     -    980,557.3   (mgal)                       GRAV_OBS
 QJ0151
 QJ0151  VERT ORDER      -  FIRST     CLASS II
 QJ0151
 QJ0151.The horizontal coordinates were determined by differentially corrected
 QJ0151.hand held GPS observations or other comparable positioning techniques
 QJ0151.and have an estimated accuracy of +/- 3 meters.
 QJ0151
 QJ0151.The orthometric height was determined by differential leveling and
 QJ0151.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0151.in June 1991.
 QJ0151
 QJ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0151.GEOID18 height accuracy estimate available here.
 QJ0151
 QJ0151.Click photographs - Photos may exist for this station.
 QJ0151
 QJ0151.The dynamic height is computed by dividing the NAVD 88
 QJ0151.geopotential number by the normal gravity value computed on the
 QJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0151.degrees latitude (g = 980.6199 gals.).
 QJ0151
 QJ0151.The modeled gravity was interpolated from observed gravity values.
 QJ0151
 QJ0151.The observed gravity was obtained from relative gravimeter ties
 QJ0151.to the IGSN71 gravity network.
 QJ0151
 QJ0151;                    North         East    Units  Estimated Accuracy
 QJ0151;SPC MI C     -   224,571.5   6,058,294.2     MT  (+/- 3 meters HH1 GPS) 
 QJ0151
 QJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9448323537(NAD 83)
 QJ0151
 QJ0151                          SUPERSEDED SURVEY CONTROL
 QJ0151
 QJ0151.No superseded survey control is available for this station.
 QJ0151
 QJ0151_MARKER: DD = SURVEY DISK
 QJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0151_STAMPING: 32 RMC 1956
 QJ0151_MARK LOGO: USGS
 QJ0151_PROJECTION: PROJECTING
 QJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0151+STABILITY: SURFACE MOTION
 QJ0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0151+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 QJ0151
 QJ0151  HISTORY     - Date     Condition        Report By
 QJ0151  HISTORY     - 1956     MONUMENTED       USGS
 QJ0151  HISTORY     - 1983     GOOD             NGS
 QJ0151  HISTORY     - 20030627 GOOD             USPSQD
 QJ0151  HISTORY     - 20060130 GOOD             MIDT
 QJ0151
 QJ0151                          STATION DESCRIPTION
 QJ0151
 QJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0151'20.4 KM (12.70 MI) SE FROM ROGERS CITY.
 QJ0151'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0151'FROM THE POST OFFICE IN ROGERS CITY, THENCE 15.5 KM (9.65 MI)
 QJ0151'SOUTHEAST ALONG U.S. HIGHWAY 23 AT A GRAVEL SIDE ROAD (MILLER ROAD)
 QJ0151'LEADING SOUTH, 14.63 METERS (48.0 FT) NORTH OF THE CENTERLINE OF
 QJ0151'HIGHWAY 23, 23.46 METERS (77.0 FT) NORTHWEST OF THE CENTER OF
 QJ0151'T-JUNCTION OF MILLER ROAD AND U.S. HIGHWAY 23, 28.65 METERS (94.0 FT)
 QJ0151'EAST OF A U.S. HIGHWAY 23 NORTH SIGN, 21.03 METERS (69.0 FT) WEST OF
 QJ0151'AN EXTENDED CENTERLINE OF MILLER ROAD LEADING SOUTH, 0.60 METER
 QJ0151'(2.0 FT) EAST OF THE SOUTHEAST EDGE OF A 1.2 METERS (4.0 FT) BY
 QJ0151'2.4 METERS (8.0 FT) BOULDER PROJECTING ABOUT 0.6 METER (2.0 FT).
 QJ0151'THE MARK IS 0.42 METERS  WNW FROM A WITNESS POST.
 QJ0151'THE MARK IS 0.46 M BELOW HIGHWAY 23.
 QJ0151
 QJ0151                          STATION RECOVERY (2003)
 QJ0151
 QJ0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0151'RECOVERED IN GOOD CONDITION.
 QJ0151
 QJ0151                          STATION RECOVERY (2006)
 QJ0151
 QJ0151'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0312 ***********************************************************************
 NE0312  DESIGNATION -  320 1/2
 NE0312  PID         -  NE0312
 NE0312  STATE/COUNTY-  MI/ST CLAIR
 NE0312  COUNTRY     -  US
 NE0312  USGS QUAD   -  GOODELLS (2017)
 NE0312
 NE0312                         *CURRENT SURVEY CONTROL
 NE0312  ______________________________________________________________________
 NE0312* NAD 83(1986) POSITION- 42 59 09.     (N) 082 42 44.     (W)   SCALED
 NE0312* NAVD 88 ORTHO HEIGHT -   224.876 (meters)      737.78  (feet) ADJUSTED
 NE0312  ______________________________________________________________________
 NE0312  GEOID HEIGHT    -        -34.775 (meters)                     GEOID18
 NE0312  DYNAMIC HEIGHT  -        224.819 (meters)      737.59  (feet) COMP
 NE0312  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 NE0312
 NE0312  VERT ORDER      -  SECOND    CLASS 0
 NE0312
 NE0312.The horizontal coordinates were scaled from a map and have
 NE0312.an estimated accuracy of +/- 6 seconds.
 NE0312
 NE0312.The orthometric height was determined by differential leveling and
 NE0312.adjusted by the NATIONAL GEODETIC SURVEY
 NE0312.in June 1991.
 NE0312
 NE0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0312.GEOID18 height accuracy estimate available here.
 NE0312
 NE0312.Click photographs - Photos may exist for this station.
 NE0312
 NE0312.The dynamic height is computed by dividing the NAVD 88
 NE0312.geopotential number by the normal gravity value computed on the
 NE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0312.degrees latitude (g = 980.6199 gals.).
 NE0312
 NE0312.The modeled gravity was interpolated from observed gravity values.
 NE0312
 NE0312;                    North         East    Units  Estimated Accuracy
 NE0312;SPC MI S     -   166,370.    4,134,920.      MT  (+/- 180 meters Scaled)
 NE0312
 NE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH604606(NAD 83)
 NE0312
 NE0312                          SUPERSEDED SURVEY CONTROL
 NE0312
 NE0312  NGVD 29 (??/??/92)  224.986  (m)          738.14   (f) ADJ UNCH    2 0
 NE0312
 NE0312.Superseded values are not recommended for survey control.
 NE0312
 NE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0312.See file dsdata.pdf to determine how the superseded data were derived.
 NE0312
 NE0312_MARKER: DD = SURVEY DISK
 NE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0312_STAMPING: BM 320-1/2
 NE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0312+STABILITY: SURFACE MOTION
 NE0312
 NE0312  HISTORY     - Date     Condition        Report By
 NE0312  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0312  HISTORY     - 1934     GOOD             CGS
 NE0312  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0312  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0312  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0312
 NE0312                          STATION DESCRIPTION
 NE0312
 NE0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0312'2.2 MI W FROM GOODELLS.
 NE0312'2.2 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0312'STATION AT GOODELLS, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0312'C 320-PH 15, 36.2 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF
 NE0312'WIRE FENCE, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 NE0312'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. 320-1/2 AND SET IN THE TOP
 NE0312'OF A CONCRETE POST.
 NE0312
 NE0312                          STATION RECOVERY (1977)
 NE0312
 NE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0312'MARK NOT FOUND.
 NE0312
 NE0312                          STATION RECOVERY (1988)
 NE0312
 NE0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0312'MARK NOT FOUND.
 NE0312
 NE0312                          STATION RECOVERY (1999)
 NE0312
 NE0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0171 ***********************************************************************
 NE0171  DESIGNATION -  32600 USLS
 NE0171  PID         -  NE0171
 NE0171  STATE/COUNTY-  MI/MACOMB
 NE0171  COUNTRY     -  US
 NE0171  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE0171
 NE0171                         *CURRENT SURVEY CONTROL
 NE0171  ______________________________________________________________________
 NE0171* NAD 83(1986) POSITION- 42 31 44.     (N) 082 52 22.     (W)   SCALED
 NE0171* NAVD 88 ORTHO HEIGHT -   176.500 (meters)      579.07  (feet) ADJUSTED
 NE0171  ______________________________________________________________________
 NE0171  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 NE0171  DYNAMIC HEIGHT  -        176.450 (meters)      578.90  (feet) COMP
 NE0171  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 NE0171
 NE0171  VERT ORDER      -  FIRST     CLASS 0
 NE0171
 NE0171.The horizontal coordinates were scaled from a map and have
 NE0171.an estimated accuracy of +/- 6 seconds.
 NE0171
 NE0171.The orthometric height was determined by differential leveling and
 NE0171.adjusted by the NATIONAL GEODETIC SURVEY
 NE0171.in June 1991.
 NE0171
 NE0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0171.GEOID18 height accuracy estimate available here.
 NE0171
 NE0171.Click photographs - Photos may exist for this station.
 NE0171
 NE0171.The dynamic height is computed by dividing the NAVD 88
 NE0171.geopotential number by the normal gravity value computed on the
 NE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0171.degrees latitude (g = 980.6199 gals.).
 NE0171
 NE0171.The modeled gravity was interpolated from observed gravity values.
 NE0171
 NE0171;                    North         East    Units  Estimated Accuracy
 NE0171;SPC MI S     -   115,380.    4,122,720.      MT  (+/- 180 meters Scaled)
 NE0171
 NE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461102(NAD 83)
 NE0171
 NE0171                          SUPERSEDED SURVEY CONTROL
 NE0171
 NE0171  NGVD 29 (??/??/92)  176.634  (m)          579.51   (f) ADJ UNCH    1 0
 NE0171
 NE0171.Superseded values are not recommended for survey control.
 NE0171
 NE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0171.See file dsdata.pdf to determine how the superseded data were derived.
 NE0171
 NE0171_MARKER: Z = SEE DESCRIPTION
 NE0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0171_SP_SET: STEEL ROD
 NE0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0171
 NE0171  HISTORY     - Date     Condition        Report By
 NE0171  HISTORY     - 1970     MONUMENTED       USLS
 NE0171  HISTORY     - 1970     GOOD             USLS
 NE0171  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0171
 NE0171                          STATION DESCRIPTION
 NE0171
 NE0171'DESCRIBED BY US LAKE SURVEY 1970
 NE0171'AT ST CLAIR SHORES.
 NE0171'32600 IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, 0.6 MILES
 NE0171'NORTHERLY OF THIRTEEN MILE ROAD, 218 FEET SOUTHWEST OF THE
 NE0171'CENTERLINE OF PLAYVIEW, 116.8 FEET NORTHEAST OF A UTILITY POLE,
 NE0171'33 FEET NORTHWEST OF CENTERLINE OF JEFFERSON AVE., 6.6 FEET
 NE0171'NORTHWEST OF UTILITY POLE DE-38-50G3, 1.5 FEET SOUTHEAST OF
 NE0171'THE SOUTHEAST EDGE OF THE SIDEWALK, 1/2 FOOT BELOW GROUND SURFACE,
 NE0171'BEING THE HIGHEST POINT ON TOP OF A 5/8 INCH COPPER-COATED STEEL
 NE0171'ROD, 10 FEET LONG.  NOTE-- BM 1970.
 NE0171
 NE0171                          STATION RECOVERY (1980)
 NE0171
 NE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0171'NOT RECOVERED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0039 ***********************************************************************
 PL0039  DESIGNATION -  33
 PL0039  PID         -  PL0039
 PL0039  STATE/COUNTY-  MI/OGEMAW
 PL0039  COUNTRY     -  US
 PL0039  USGS QUAD   -  ISLAND LAKE (2017)
 PL0039
 PL0039                         *CURRENT SURVEY CONTROL
 PL0039  ______________________________________________________________________
 PL0039* NAD 83(1986) POSITION- 44 30 08.     (N) 084 07 41.     (W)   SCALED
 PL0039* NAVD 88 ORTHO HEIGHT -   398.142 (meters)     1306.24  (feet) ADJUSTED
 PL0039  ______________________________________________________________________
 PL0039  GEOID HEIGHT    -        -34.952 (meters)                     GEOID18
 PL0039  DYNAMIC HEIGHT  -        398.080 (meters)     1306.03  (feet) COMP
 PL0039  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 PL0039
 PL0039  VERT ORDER      -  SECOND    CLASS 0
 PL0039
 PL0039.The horizontal coordinates were scaled from a map and have
 PL0039.an estimated accuracy of +/- 6 seconds.
 PL0039
 PL0039.The orthometric height was determined by differential leveling and
 PL0039.adjusted by the NATIONAL GEODETIC SURVEY
 PL0039.in June 1991.
 PL0039
 PL0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0039.GEOID18 height accuracy estimate available here.
 PL0039
 PL0039.Click photographs - Photos may exist for this station.
 PL0039
 PL0039.The dynamic height is computed by dividing the NAVD 88
 PL0039.geopotential number by the normal gravity value computed on the
 PL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0039.degrees latitude (g = 980.6199 gals.).
 PL0039
 PL0039.The modeled gravity was interpolated from observed gravity values.
 PL0039
 PL0039;                    North         East    Units  Estimated Accuracy
 PL0039;SPC MI C     -   131,770.    6,018,980.      MT  (+/- 180 meters Scaled)
 PL0039
 PL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283316(NAD 83)
 PL0039
 PL0039                          SUPERSEDED SURVEY CONTROL
 PL0039
 PL0039  NGVD 29 (??/??/92)  398.270  (m)         1306.66   (f) ADJ UNCH    2 0
 PL0039
 PL0039.Superseded values are not recommended for survey control.
 PL0039
 PL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0039.See file dsdata.pdf to determine how the superseded data were derived.
 PL0039
 PL0039_MARKER: N = NAIL
 PL0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0039_SP_SET: OAK TREE
 PL0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0039
 PL0039  HISTORY     - Date     Condition        Report By
 PL0039  HISTORY     - UNK      MONUMENTED       MIDH
 PL0039  HISTORY     - 1943     GOOD             CGS
 PL0039
 PL0039                          STATION DESCRIPTION
 PL0039
 PL0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PL0039'6 MI N FROM ROSE CITY.
 PL0039'6.0 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0039'ROSE CITY, OGEMAW COUNTY, AT THE INTERSECTION OF A DIRT ROAD
 PL0039'LEADING TO MULE SHOE LAKE, 60 FEET WEST OF THE CENTERLINE OF THE
 PL0039'HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND
 PL0039'IN THE ROOT OF AN 8-INCH OAK TREE.  A MICHIGAN STATE HIGHWAY
 PL0039'DEPARTMENT STANDARD NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0095 ***********************************************************************
 NF0095  DESIGNATION -  33
 NF0095  PID         -  NF0095
 NF0095  STATE/COUNTY-  MI/INGHAM
 NF0095  COUNTRY     -  US
 NF0095  USGS QUAD   -  EAST LANSING (2017)
 NF0095
 NF0095                         *CURRENT SURVEY CONTROL
 NF0095  ______________________________________________________________________
 NF0095* NAD 83(1986) POSITION- 42 43 52.     (N) 084 28 56.     (W)   SCALED
 NF0095* NAVD 88 ORTHO HEIGHT -   260.06  (+/-2cm)      853.2   (feet) VERTCON3
 NF0095  ______________________________________________________________________
 NF0095  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 NF0095  VERT ORDER      -  ? (See Below)
 NF0095
 NF0095.The horizontal coordinates were scaled from a map and have
 NF0095.an estimated accuracy of +/- 6 seconds.
 NF0095
 NF0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0095
 NF0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0095.GEOID18 height accuracy estimate available here.
 NF0095
 NF0095.The vertical order pertains to the NGVD 29 superseded value.
 NF0095
 NF0095.Click photographs - Photos may exist for this station.
 NF0095
 NF0095;                    North         East    Units  Estimated Accuracy
 NF0095;SPC MI S     -   136,760.    3,990,540.      MT  (+/- 180 meters Scaled)
 NF0095
 NF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN061340(NAD 83)
 NF0095
 NF0095                          SUPERSEDED SURVEY CONTROL
 NF0095
 NF0095  NGVD 29 (??/??/92)  260.192  (m)          853.65   (f) ADJ UNCH       
 NF0095
 NF0095.Superseded values are not recommended for survey control.
 NF0095
 NF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0095.See file dsdata.pdf to determine how the superseded data were derived.
 NF0095
 NF0095_MARKER: DD = SURVEY DISK
 NF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0095_STAMPING: 33
 NF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0095+STABILITY: SURFACE MOTION
 NF0095
 NF0095  HISTORY     - Date     Condition        Report By
 NF0095  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0095  HISTORY     - 1932     GOOD             MISCOL
 NF0095  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0095
 NF0095                          STATION DESCRIPTION
 NF0095
 NF0095'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0095'AT EAST LANSING.
 NF0095'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0095'CAMPUS, BETWEEN THE ENTRANCE AND THE EXIT AT THE NORTH END OF THE
 NF0095'BOULEVARD LEADING PAST UNION BUILDING, 78.8 FEET SOUTHEAST OF
 NF0095'THE NORTHEAST CORNER OF THE OLD WEATHER BUREAU BUILDING, 63.6
 NF0095'FEET SOUTH OF THE BASE OF A SIGNAL POST, AND 2.1 FEET SOUTH OF
 NF0095'THE INSIDE EDGE OF THE CURB.  A MICHIGAN STATE COLLEGE STANDARD
 NF0095'DISK, STAMPED 33 AND SET IN THE TOP OF A CONCRETE POST.
 NF0095
 NF0095                          STATION RECOVERY (1978)
 NF0095
 NF0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0813 ***********************************************************************
 RJ0813  DESIGNATION -  33
 RJ0813  PID         -  RJ0813
 RJ0813  STATE/COUNTY-  MI/CHIPPEWA
 RJ0813  COUNTRY     -  US
 RJ0813  USGS QUAD   -  PAYMENT (2017)
 RJ0813
 RJ0813                         *CURRENT SURVEY CONTROL
 RJ0813  ______________________________________________________________________
 RJ0813* NAD 83(1994) POSITION- 46 30 48.35159(N) 084 14 29.87250(W)   ADJUSTED
 RJ0813* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0813  ______________________________________________________________________
 RJ0813  GEOID HEIGHT    -        -36.738 (meters)                     GEOID18
 RJ0813  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 RJ0813  HORZ ORDER      -  THIRD
 RJ0813
 RJ0813.The horizontal coordinates were established by classical geodetic methods
 RJ0813.and adjusted by the National Geodetic Survey in February 1997.
 RJ0813
 RJ0813.The orthometric height was scaled from a topographic map.
 RJ0813
 RJ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0813.GEOID18 height accuracy estimate available here.
 RJ0813
 RJ0813.Click photographs - Photos may exist for this station.
 RJ0813
 RJ0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0813
 RJ0813. The following values were computed from the NAD 83(1994) position.
 RJ0813
 RJ0813;                    North         East     Units Scale Factor Converg.
 RJ0813;SPC MI N     -   195,973.402 8,211,625.787   MT  0.99991075   +1 59 37.4
 RJ0813;SPC MI N     -   642,957.36 26,941,029.48   iFT  0.99991075   +1 59 37.4
 RJ0813;SPC MI C     -   355,279.147 6,009,598.463   MT  1.00029052   +0 05 18.0
 RJ0813;SPC MI C     - 1,165,614.00 19,716,530.39   iFT  1.00029052   +0 05 18.0
 RJ0813;UTM  16      - 5,154,792.650   711,598.497   MT  1.00015039   +2 00 07.3
 RJ0813
 RJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0813!SPC MI N     -   0.99997817  x   0.99991075  =   0.99988892
 RJ0813!SPC MI C     -   0.99997817  x   1.00029052  =   1.00026868
 RJ0813!UTM  16      -   0.99997817  x   1.00015039  =   1.00012855
 RJ0813
 RJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1159854792(NAD 83)
 RJ0813
 RJ0813                          SUPERSEDED SURVEY CONTROL
 RJ0813
 RJ0813  NAD 83(1986)-  46 30 48.33854(N)    084 14 29.89094(W) AD(       ) 3
 RJ0813  NAD 27      -  46 30 48.26000(N)    084 14 29.75800(W) AD(       ) 3
 RJ0813  USSD        -  46 30 49.00000(N)    084 14 28.97000(W) AD(       ) 3
 RJ0813
 RJ0813.Superseded values are not recommended for survey control.
 RJ0813
 RJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0813.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0813
 RJ0813_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0813_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0813_MARK LOGO: IBC
 RJ0813_PROJECTION: FLUSH
 RJ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0813
 RJ0813  HISTORY     - Date     Condition        Report By
 RJ0813  HISTORY     - 1895     MONUMENTED       IBC
 RJ0813  HISTORY     - 1943     GOOD             IBC
 RJ0813  HISTORY     - 1958     GOOD             IBC
 RJ0813
 RJ0813                          STATION DESCRIPTION
 RJ0813
 RJ0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1895
 RJ0813'ON POINT LEWIS, 3 MILES DOWNSTREAM FROM TOPSAIL ISLAND.  IT IS 60
 RJ0813'FEET BACK FROM ROCKY SHORE AND ABOUT 100 FEET N OF A SMALL LAGOON
 RJ0813'EXTENDING INTO THE POINT.
 RJ0813'
 RJ0813'MARK IS A 1/2 INCH DRILL HOLE 1-1/2 INCHES DEEP IN FLAT LIMESTONE
 RJ0813'SET 2 FEET UNDERGROUND.  ESTABLISHED SOMETIME AFTER 1878.  DATE
 RJ0813'OF ESTABLISHMENT IS A GUESS.
 RJ0813
 RJ0813                          STATION RECOVERY (1943)
 RJ0813
 RJ0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0813'SURFACE MARK ESTABLISHED AT THIS TIME.
 RJ0813'
 RJ0813'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0813'A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0813'FLUSH WITH GROUND, AND SURROUNDED BY STONES (IN 1943).  SUBSURFACE
 RJ0813'MARK IS A 1/2 INCH DRILL HOLE 1-1/2 INCHES DEEP IN FLAT LIMESTONE
 RJ0813'SET 2 FEET UNDERGROUND.
 RJ0813
 RJ0813                          STATION RECOVERY (1958)
 RJ0813
 RJ0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0357 ***********************************************************************
 NE0357  DESIGNATION -  33 1/2
 NE0357  PID         -  NE0357
 NE0357  STATE/COUNTY-  MI/OAKLAND
 NE0357  COUNTRY     -  US
 NE0357  USGS QUAD   -  CLARKSTON (2017)
 NE0357
 NE0357                         *CURRENT SURVEY CONTROL
 NE0357  ______________________________________________________________________
 NE0357* NAD 83(1986) POSITION- 42 41 39.     (N) 083 24 27.     (W)   SCALED
 NE0357* NAVD 88 ORTHO HEIGHT -   300.717 (meters)      986.60  (feet) ADJUSTED
 NE0357  ______________________________________________________________________
 NE0357  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 NE0357  DYNAMIC HEIGHT  -        300.626 (meters)      986.30  (feet) COMP
 NE0357  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 NE0357
 NE0357  VERT ORDER      -  SECOND    CLASS 0
 NE0357
 NE0357.The horizontal coordinates were scaled from a map and have
 NE0357.an estimated accuracy of +/- 6 seconds.
 NE0357
 NE0357.The orthometric height was determined by differential leveling and
 NE0357.adjusted by the NATIONAL GEODETIC SURVEY
 NE0357.in June 1991.
 NE0357
 NE0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0357.GEOID18 height accuracy estimate available here.
 NE0357
 NE0357.Click photographs - Photos may exist for this station.
 NE0357
 NE0357.The dynamic height is computed by dividing the NAVD 88
 NE0357.geopotential number by the normal gravity value computed on the
 NE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0357.degrees latitude (g = 980.6199 gals.).
 NE0357
 NE0357.The modeled gravity was interpolated from observed gravity values.
 NE0357
 NE0357;                    North         East    Units  Estimated Accuracy
 NE0357;SPC MI S     -   133,090.    4,078,590.      MT  (+/- 180 meters Scaled)
 NE0357
 NE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027296(NAD 83)
 NE0357
 NE0357                          SUPERSEDED SURVEY CONTROL
 NE0357
 NE0357  NGVD 29 (??/??/92)  300.804  (m)          986.89   (f) ADJ UNCH    2 0
 NE0357
 NE0357.Superseded values are not recommended for survey control.
 NE0357
 NE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0357.See file dsdata.pdf to determine how the superseded data were derived.
 NE0357
 NE0357_MARKER: B = BOLT
 NE0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0357_STAMPING: 33-1/2
 NE0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0357+STABILITY: SURFACE MOTION
 NE0357
 NE0357  HISTORY     - Date     Condition        Report By
 NE0357  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0357  HISTORY     - 1934     GOOD             CGS
 NE0357  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0357
 NE0357                          STATION DESCRIPTION
 NE0357
 NE0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0357'1.8 MI SE FROM CLARKSTON.
 NE0357'1.8 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0357'THE STATION AT CLARKSTON, OAKLAND COUNTY, 475 YARDS WEST OF THE
 NE0357'STATION AT WATERFORD, 14 YARDS NORTHEAST OF THE NORTHEAST RAIL,
 NE0357'1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH
 NE0357'THE TOP OF RAIL.  A COPPER BOLT, STAMPED 33-1/2 AND SET IN THE
 NE0357'TOP OF A CONCRETE POST.
 NE0357
 NE0357                          STATION RECOVERY (2002)
 NE0357
 NE0357'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6837 ***********************************************************************
 AA6837  DESIGNATION -  33 254A
 AA6837  PID         -  AA6837
 AA6837  STATE/COUNTY-  MI/WAYNE
 AA6837  COUNTRY     -  US
 AA6837  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6837
 AA6837                         *CURRENT SURVEY CONTROL
 AA6837  ______________________________________________________________________
 AA6837* NAD 83(2011) POSITION- 42 23 29.46272(N) 083 05 01.32754(W)   ADJUSTED
 AA6837* NAD 83(2011) ELLIP HT-   158.164 (meters)        (06/27/12)   ADJUSTED
 AA6837* NAD 83(2011) EPOCH   -  2010.00
 AA6837* NAVD 88 ORTHO HEIGHT -   192.5   (meters)      632.    (feet) GPS OBS
 AA6837  ______________________________________________________________________
 AA6837  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6837  GEOID HEIGHT    -         -34.37 (meters)                     GEOID93
 AA6837  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 AA6837  NAD 83(2011) X  -    568,126.591 (meters)                     COMP
 AA6837  NAD 83(2011) Y  - -4,683,574.428 (meters)                     COMP
 AA6837  NAD 83(2011) Z  -  4,277,929.133 (meters)                     COMP
 AA6837  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 AA6837
 AA6837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6837  Standards:
 AA6837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6837  -------------------------------------------------------------------
 AA6837  NETWORK    1.92   2.00           0.91   0.57   1.02      0.20655788
 AA6837  -------------------------------------------------------------------
 AA6837  Click here for local accuracies and other accuracy information.
 AA6837
 AA6837.The horizontal coordinates were established by GPS observations
 AA6837.and adjusted by the National Geodetic Survey in June 2012.
 AA6837
 AA6837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6837.been affixed to the stable North American tectonic plate. See 
 AA6837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6837
 AA6837.The horizontal coordinates are valid at the epoch date displayed above
 AA6837.which is a decimal equivalence of Year/Month/Day.
 AA6837
 AA6837.The orthometric height was determined by GPS observations and a
 AA6837.high-resolution geoid model.
 AA6837
 AA6837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6837.GEOID18 height accuracy estimate available here.
 AA6837
 AA6837.Click photographs - Photos may exist for this station.
 AA6837
 AA6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6837
 AA6837.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6837
 AA6837.The ellipsoidal height was determined by GPS observations
 AA6837.and is referenced to NAD 83.
 AA6837
 AA6837. The following values were computed from the NAD 83(2011) position.
 AA6837
 AA6837;                    North         East     Units Scale Factor Converg.
 AA6837;SPC MI S     -    99,832.615 4,105,630.496   MT  0.99994374   +0 52 23.1
 AA6837;SPC MI S     -   327,534.83 13,469,916.33   iFT  0.99994374   +0 52 23.1
 AA6837;UTM  17      - 4,695,350.519   328,491.103   MT  0.99996193   -1 24 18.6
 AA6837
 AA6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6837!SPC MI S     -   0.99997520  x   0.99994374  =   0.99991894
 AA6837!UTM  17      -   0.99997520  x   0.99996193  =   0.99993713
 AA6837
 AA6837:                Primary Azimuth Mark                     Grid Az
 AA6837:SPC MI S     -  4 3                                      330 48 49.7
 AA6837:UTM  17      -  4 3                                      333 05 31.4
 AA6837
 AA6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2849195350(NAD 83)
 AA6837
 AA6837|---------------------------------------------------------------------|
 AA6837| PID    Reference Object                     Distance      Geod. Az  |
 AA6837|                                                           dddmmss.s |
 AA6837| AA6841 4 3                                 433.675 METERS 3314112.8 |
 AA6837|---------------------------------------------------------------------|
 AA6837
 AA6837                          SUPERSEDED SURVEY CONTROL
 AA6837
 AA6837  NAD 83(2007)-  42 23 29.46288(N)    083 05 01.32843(W) AD(2002.00) 0
 AA6837  ELLIP H (02/10/07)  158.156  (m)                       GP(2002.00)    
 AA6837  ELLIP H (07/12/02)  158.193  (m)                       GP(       ) 4 1
 AA6837  NAD 83(1994)-  42 23 29.46297(N)    083 05 01.32819(W) AD(       ) 1
 AA6837  ELLIP H (02/03/97)  158.230  (m)                       GP(       ) 4 1
 AA6837  NAD 83(1986)-  42 23 29.46749(N)    083 05 01.35930(W) AD(       ) 1
 AA6837
 AA6837.Superseded values are not recommended for survey control.
 AA6837
 AA6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6837.See file dsdata.pdf to determine how the superseded data were derived.
 AA6837
 AA6837_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6837_STAMPING: 33-254A 1960
 AA6837_MARK LOGO: MI-163
 AA6837_PROJECTION: RECESSED 3 CENTIMETERS
 AA6837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6837+STABILITY: SURFACE MOTION
 AA6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6837+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 AA6837
 AA6837  HISTORY     - Date     Condition        Report By
 AA6837  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6837  HISTORY     - 20071012 MARK NOT FOUND   AHI
 AA6837  HISTORY     - 20200716 GOOD             MCA
 AA6837  HISTORY     - 20250612 GOOD             MIDT
 AA6837
 AA6837                          STATION DESCRIPTION
 AA6837
 AA6837'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6837'STATION IS LOCATED IN HAMTRAMCK, MICHIGAN ON JOHN R ROAD AT HARMON
 AA6837'STREET. TO REACH FROM THE INTERSECTION OF M-1 (WOODWARD AVENUE) AND
 AA6837'HARMON STREET,  PROCEED EAST 0.2 MILESON HARMON STREET TO JOHN R AND
 AA6837'THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A CITY OF
 AA6837'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6837'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND SET FLUSH WITH
 AA6837'THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6837'TWO SIDEWALKS.  THE CENTERLINE OF HARMON IS S 0 E, 21.6 FEET,  THE
 AA6837'CENTERLINE OF JOHN R IS N 90 W, 28.4 FEET.
 AA6837
 AA6837                          STATION RECOVERY (2007)
 AA6837
 AA6837'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2007 (CCM)
 AA6837'MARK NOT FOUND.  THE CAST IRON MONUMENT BOX STILL EXISTS, BUT THE
 AA6837'ACTUAL MARKER IS NOT IN THE BOX.
 AA6837
 AA6837                          STATION RECOVERY (2020)
 AA6837
 AA6837'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (JN)
 AA6837'RECOVERED IN GOOD CONDITION.
 AA6837
 AA6837                          STATION RECOVERY (2025)
 AA6837
 AA6837'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA6837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0156 ***********************************************************************
 QJ0156  DESIGNATION -  33 RMC
 QJ0156  PID         -  QJ0156
 QJ0156  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0156  COUNTRY     -  US
 QJ0156  USGS QUAD   -  POSEN (2017)
 QJ0156
 QJ0156                         *CURRENT SURVEY CONTROL
 QJ0156  ______________________________________________________________________
 QJ0156* NAD 83(2011) POSITION- 45 20 05.51135(N) 083 40 26.39596(W)   ADJUSTED
 QJ0156* NAD 83(2011) ELLIP HT-   169.382 (meters)        (06/27/12)   ADJUSTED
 QJ0156* NAD 83(2011) EPOCH   -  2010.00
 QJ0156* NAVD 88 ORTHO HEIGHT -   206.205 (meters)      676.52  (feet) ADJUSTED
 QJ0156  ______________________________________________________________________
 QJ0156  GEOID HEIGHT    -        -36.825 (meters)                     GEOID18
 QJ0156  NAD 83(2011) X  -    494,877.523 (meters)                     COMP
 QJ0156  NAD 83(2011) Y  - -4,463,970.720 (meters)                     COMP
 QJ0156  NAD 83(2011) Z  -  4,513,706.918 (meters)                     COMP
 QJ0156  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 QJ0156  DYNAMIC HEIGHT  -        206.193 (meters)      676.48  (feet) COMP
 QJ0156  MODELED GRAVITY -    980,555.5   (mgal)                       NAVD 88
 QJ0156
 QJ0156  VERT ORDER      -  FIRST     CLASS II
 QJ0156
 QJ0156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0156  Standards:
 QJ0156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0156  -------------------------------------------------------------------
 QJ0156  NETWORK    0.74   1.82           0.35   0.23   0.93      0.15157916
 QJ0156  -------------------------------------------------------------------
 QJ0156  Click here for local accuracies and other accuracy information.
 QJ0156
 QJ0156.The horizontal coordinates were established by GPS observations
 QJ0156.and adjusted by the National Geodetic Survey in June 2012.
 QJ0156
 QJ0156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0156.been affixed to the stable North American tectonic plate. See 
 QJ0156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0156
 QJ0156.The horizontal coordinates are valid at the epoch date displayed above
 QJ0156.which is a decimal equivalence of Year/Month/Day.
 QJ0156
 QJ0156.The orthometric height was determined by differential leveling and
 QJ0156.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0156.in June 1991.
 QJ0156
 QJ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0156.GEOID18 height accuracy estimate available here.
 QJ0156
 QJ0156.Click photographs - Photos may exist for this station.
 QJ0156
 QJ0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0156
 QJ0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0156
 QJ0156.The ellipsoidal height was determined by GPS observations
 QJ0156.and is referenced to NAD 83.
 QJ0156
 QJ0156.The dynamic height is computed by dividing the NAVD 88
 QJ0156.geopotential number by the normal gravity value computed on the
 QJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0156.degrees latitude (g = 980.6199 gals.).
 QJ0156
 QJ0156.The modeled gravity was interpolated from observed gravity values.
 QJ0156
 QJ0156. The following values were computed from the NAD 83(2011) position.
 QJ0156
 QJ0156;                    North         East     Units Scale Factor Converg.
 QJ0156;SPC MI C     -   224,495.925 6,054,291.470   MT  0.99993603   +0 29 21.5
 QJ0156;SPC MI C     -   736,535.19 19,863,160.99   iFT  0.99993603   +0 29 21.5
 QJ0156;UTM  17      - 5,023,629.236   290,479.992   MT  1.00013978   -1 54 09.0
 QJ0156
 QJ0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0156!SPC MI C     -   0.99997344  x   0.99993603  =   0.99990948
 QJ0156!UTM  17      -   0.99997344  x   1.00013978  =   1.00011322
 QJ0156
 QJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9047923629(NAD 83)
 QJ0156
 QJ0156                          SUPERSEDED SURVEY CONTROL
 QJ0156
 QJ0156  NAD 83(2007)-  45 20 05.51168(N)    083 40 26.39681(W) AD(2002.00) 1
 QJ0156  ELLIP H (09/24/08)  169.379  (m)                       GP(2002.00) 3 1
 QJ0156  NAVD 88             206.20   (m)          676.5    (f) LEVELING    3  
 QJ0156
 QJ0156.Superseded values are not recommended for survey control.
 QJ0156
 QJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0156.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0156
 QJ0156_MARKER: DD = SURVEY DISK
 QJ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0156_STAMPING: 33 RMC 1956
 QJ0156_MARK LOGO: USGS
 QJ0156_PROJECTION: FLUSH
 QJ0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0156+STABILITY: SURFACE MOTION
 QJ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0156+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0156
 QJ0156  HISTORY     - Date     Condition        Report By
 QJ0156  HISTORY     - 1956     MONUMENTED       USGS
 QJ0156  HISTORY     - 1983     GOOD             NGS
 QJ0156  HISTORY     - 20030627 GOOD             USPSQD
 QJ0156  HISTORY     - 20060130 GOOD             MIDT
 QJ0156  HISTORY     - 20070619 GOOD             MIDT
 QJ0156
 QJ0156                          STATION DESCRIPTION
 QJ0156
 QJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0156'16.5 KM (10.25 MI) SE FROM ROGERS CITY.
 QJ0156'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0156'FROM THE POST OFFICE IN ROGERS CITY, THENCE 11.6 KM (7.2 MI) SOUTHEAST
 QJ0156'ALONG U.S. HIGHWAY 23 AT A GRAVEL ROAD LEADING WEST, IS 2.1 KM
 QJ0156'(1.3 MI) EAST-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 65,
 QJ0156'20.11 METERS (66.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23, 5.63 KM
 QJ0156'(18.5 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 1.21 METERS (4.0 FT)
 QJ0156'NORTH OF A 0.42-METER (1.4-FT) TREE, AND 0.36 METER (1.2 FT) WEST OF A
 QJ0156'0.15-METER (0.5-FT) DIAMETER WOODEN POST.
 QJ0156'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 QJ0156'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QJ0156
 QJ0156                          STATION RECOVERY (2003)
 QJ0156
 QJ0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0156'RECOVERED IN GOOD CONDITION.
 QJ0156
 QJ0156                          STATION RECOVERY (2006)
 QJ0156
 QJ0156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0156'RECOVERED AS DESCRIBED,
 QJ0156'GPS OBSERVED FEB-MAR. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0156'SCALE FACTOR   0.99990947
 QJ0156'QJ0156  45 20  5.511376 N    83 40 26.397891 W   169.386
 QJ0156'METER        224495.9256         6054291.4276       206.204  -36.818
 QJ0156'STANDARD DEVIATION N E Z    0.0030   0.0030   0.0000
 QJ0156'INT. FT.     736535.1890        19863160.8519       676.522 -120.793
 QJ0156'STANDARD DEVIATION N E Z    0.0099   0.0098   0.0000
 QJ0156
 QJ0156                          STATION RECOVERY (2007)
 QJ0156
 QJ0156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0156'MARK IS PROTRUDING 20 CM (8 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 QJ0156'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5226 ***********************************************************************
 DL5226  DESIGNATION -  3300
 DL5226  PID         -  DL5226
 DL5226  STATE/COUNTY-  MI/ALLEGAN
 DL5226  COUNTRY     -  US
 DL5226  USGS QUAD   -  OTSEGO (2017)
 DL5226
 DL5226                         *CURRENT SURVEY CONTROL
 DL5226  ______________________________________________________________________
 DL5226* NAD 83(1986) POSITION- 42 26 59.10   (N) 085 39 25.20   (W)   HD_HELD1
 DL5226* NAVD 88 ORTHO HEIGHT -   226.257 (meters)      742.31  (feet) ADJUSTED
 DL5226  ______________________________________________________________________
 DL5226  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 DL5226  DYNAMIC HEIGHT  -        226.191 (meters)      742.10  (feet) COMP
 DL5226  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 DL5226
 DL5226  VERT ORDER      -  FIRST     CLASS II
 DL5226
 DL5226.The horizontal coordinates were determined by differentially corrected
 DL5226.hand held GPS observations or other comparable positioning techniques
 DL5226.and have an estimated accuracy of +/- 3 meters.
 DL5226
 DL5226.The orthometric height was determined by differential leveling and
 DL5226.adjusted by the NATIONAL GEODETIC SURVEY
 DL5226.in October 2009.
 DL5226
 DL5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5226.GEOID18 height accuracy estimate available here.
 DL5226
 DL5226.Click photographs - Photos may exist for this station.
 DL5226
 DL5226.The dynamic height is computed by dividing the NAVD 88
 DL5226.geopotential number by the normal gravity value computed on the
 DL5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5226.degrees latitude (g = 980.6199 gals.).
 DL5226
 DL5226.The modeled gravity was interpolated from observed gravity values.
 DL5226
 DL5226;                    North         East    Units  Estimated Accuracy
 DL5226;SPC MI S     -   106,309.3   3,893,862.0     MT  (+/- 3 meters HH1 GPS) 
 DL5226
 DL5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1043800587(NAD 83)
 DL5226
 DL5226                          SUPERSEDED SURVEY CONTROL
 DL5226
 DL5226.No superseded survey control is available for this station.
 DL5226
 DL5226_MARKER: DD = SURVEY DISK
 DL5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5226_STAMPING: 3300
 DL5226_MARK LOGO: MIDT
 DL5226_PROJECTION: FLUSH
 DL5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5226+STABILITY: SURFACE MOTION
 DL5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5226+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DL5226
 DL5226  HISTORY     - Date     Condition        Report By
 DL5226  HISTORY     - 20080505 MONUMENTED       COLEM
 DL5226
 DL5226                          STATION DESCRIPTION
 DL5226
 DL5226'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5226'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DL5226'STATE HIGHWAY 89 (ALLEGAN STREET) WITH US HIGHWAY 131 (EXIT 49) ON THE
 DL5226'NORTHWEST SIDE OF PLAINWELL, MICHIGAN.
 DL5226'
 DL5226'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY MARK
 DL5226'DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE POST.
 DL5226'
 DL5226'THE STATION IS 100 FT (30.5 M) NORTH OF STATE HIGHWAY 89 (ALLEGAN
 DL5226'STREET), 66 FT (20.1 M) NORTH OF THE END POST OF GUARD RAIL, 31 FT
 DL5226'(9.4 M) NORTHEAST FROM THE END OF CURB ON THE OFF RAMP FOR THE
 DL5226'SOUTHBOUND LANES OF US HIGHWAY 131, 11 FT (3.4 M) EAST OF THE EDGE OF
 DL5226'PAVEMENT OF THE OFF RAMP FOR THE SOUTHBOUND LANES OF US HIGHWAY 131,
 DL5226'AND 3.3 FT (1.0 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1387 ***********************************************************************
 NF1387  CBN         -  This is a Cooperative Base Network Control Station.
 NF1387  DESIGNATION -  33001
 NF1387  PID         -  NF1387
 NF1387  STATE/COUNTY-  MI/INGHAM
 NF1387  COUNTRY     -  US
 NF1387  USGS QUAD   -  LESLIE (2017)
 NF1387
 NF1387                         *CURRENT SURVEY CONTROL
 NF1387  ______________________________________________________________________
 NF1387* NAD 83(2011) POSITION- 42 28 02.57740(N) 084 26 35.95523(W)   ADJUSTED
 NF1387* NAD 83(2011) ELLIP HT-   274.054 (meters)        (06/27/12)   ADJUSTED
 NF1387* NAD 83(2011) EPOCH   -  2010.00
 NF1387* NAVD 88 ORTHO HEIGHT -   308.050 (meters)     1010.66  (feet) ADJUSTED
 NF1387  ______________________________________________________________________
 NF1387  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 NF1387  NAD 83(2011) X  -    456,294.387 (meters)                     COMP
 NF1387  NAD 83(2011) Y  - -4,690,162.063 (meters)                     COMP
 NF1387  NAD 83(2011) Z  -  4,284,227.743 (meters)                     COMP
 NF1387  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 NF1387  DYNAMIC HEIGHT  -        307.951 (meters)     1010.34  (feet) COMP
 NF1387  MODELED GRAVITY -    980,290.3   (mgal)                       NAVD 88
 NF1387  OBS GRAVITY     -    980,281.8   (mgal)                       GRAV_OBS
 NF1387
 NF1387  VERT ORDER      -  FIRST     CLASS II
 NF1387
 NF1387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1387  Standards:
 NF1387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1387  -------------------------------------------------------------------
 NF1387  NETWORK    0.45   1.02           0.21   0.15   0.52      0.01080126
 NF1387  -------------------------------------------------------------------
 NF1387  Click here for local accuracies and other accuracy information.
 NF1387
 NF1387.The horizontal coordinates were established by GPS observations
 NF1387.and adjusted by the National Geodetic Survey in June 2012.
 NF1387
 NF1387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1387.been affixed to the stable North American tectonic plate. See 
 NF1387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1387
 NF1387.The horizontal coordinates are valid at the epoch date displayed above
 NF1387.which is a decimal equivalence of Year/Month/Day.
 NF1387
 NF1387.The orthometric height was determined by differential leveling and
 NF1387.adjusted by the NATIONAL GEODETIC SURVEY
 NF1387.in April 2010.
 NF1387
 NF1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1387.GEOID18 height accuracy estimate available here.
 NF1387
 NF1387.Click photographs - Photos may exist for this station.
 NF1387
 NF1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1387
 NF1387.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1387
 NF1387.The ellipsoidal height was determined by GPS observations
 NF1387.and is referenced to NAD 83.
 NF1387
 NF1387.The dynamic height is computed by dividing the NAVD 88
 NF1387.geopotential number by the normal gravity value computed on the
 NF1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1387.degrees latitude (g = 980.6199 gals.).
 NF1387
 NF1387.The modeled gravity was interpolated from observed gravity values.
 NF1387
 NF1387.The observed gravity was obtained from relative gravimeter ties
 NF1387.to the IGSN71 gravity network.
 NF1387
 NF1387. The following values were computed from the NAD 83(2011) position.
 NF1387
 NF1387;                    North         East     Units Scale Factor Converg.
 NF1387;SPC MI S     -   107,457.360 3,993,696.246   MT  0.99993329   -0 03 07.8
 NF1387;SPC MI S     -   352,550.39 13,102,677.97   iFT  0.99993329   -0 03 07.8
 NF1387;UTM  16      - 4,704,838.652   710,187.861   MT  1.00014359   +1 43 36.6
 NF1387
 NF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1387!SPC MI S     -   0.99995702  x   0.99993329  =   0.99989031
 NF1387!UTM  16      -   0.99995702  x   1.00014359  =   1.00010060
 NF1387
 NF1387:                Primary Azimuth Mark                     Grid Az
 NF1387:SPC MI S     -  33002                                    357 24 09.3
 NF1387:UTM  16      -  33002                                    355 37 24.9
 NF1387
 NF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1018704838(NAD 83)
 NF1387
 NF1387|---------------------------------------------------------------------|
 NF1387| PID    Reference Object                     Distance      Geod. Az  |
 NF1387|                                                           dddmmss.s |
 NF1387| AH7863 33001 RM 2                            9.152 METERS 18007     |
 NF1387| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.11.0 KM 2553150.0 |
 NF1387| NF1389 33002                               APPROX. 1.4 KM 3572101.5 |
 NF1387| AH7862 33001 RM 1                            7.958 METERS 35914     |
 NF1387|---------------------------------------------------------------------|
 NF1387
 NF1387                          SUPERSEDED SURVEY CONTROL
 NF1387
 NF1387  NAD 83(2007)-  42 28 02.57754(N)    084 26 35.95613(W) AD(2002.00) 0
 NF1387  ELLIP H (02/10/07)  274.073  (m)                       GP(2002.00)    
 NF1387  ELLIP H (10/15/03)  274.072  (m)                       GP(       ) 4 2
 NF1387  ELLIP H (07/12/02)  274.104  (m)                       GP(       ) 4 2
 NF1387  NAD 83(1994)-  42 28 02.57736(N)    084 26 35.95654(W) AD(       ) B
 NF1387  ELLIP H (09/20/95)  274.123  (m)                       GP(       ) 1 2
 NF1387  NAD 83(1986)-  42 28 02.57684(N)    084 26 35.97756(W) AD(       ) 2
 NF1387  NAD 27      -  42 28 02.44303(N)    084 26 36.07338(W) AD(       ) 2
 NF1387  NAVD 88             308.06   (m)         1010.7    (f) LEVELING    3  
 NF1387  NAVD 88 (10/15/03)  308.0    (m)  GEOID99  model used  GPS OBS        
 NF1387  NAVD 88 (01/15/02)  308.062  (m)         1010.70   (f) SUPERSEDED  1 2
 NF1387  NAVD 88 (09/20/95)  308.0    (m)  GEOID93  model used  GPS OBS        
 NF1387  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 NF1387
 NF1387.Superseded values are not recommended for survey control.
 NF1387
 NF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1387.See file dsdata.pdf to determine how the superseded data were derived.
 NF1387
 NF1387_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1387_STAMPING: 33001 MDSH&T 1976
 NF1387_MARK LOGO: NGS
 NF1387_PROJECTION: FLUSH
 NF1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1387+STABILITY: SURFACE MOTION
 NF1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1387+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2020
 NF1387
 NF1387  HISTORY     - Date     Condition        Report By
 NF1387  HISTORY     - 1976     MONUMENTED       MIDH
 NF1387  HISTORY     - 1981     GOOD             MIDH
 NF1387  HISTORY     - 19921116 GOOD             NGS
 NF1387  HISTORY     - 19940517 GOOD             NGS
 NF1387  HISTORY     - 20000216 GOOD             NGS
 NF1387  HISTORY     - 20030817 GOOD             NGS
 NF1387  HISTORY     - 20060429 GOOD             USPSQD
 NF1387  HISTORY     - 20060524 GOOD             MIDT
 NF1387  HISTORY     - 20080610 GOOD             MIDT
 NF1387  HISTORY     - 20161003 GOOD             C2AE
 NF1387  HISTORY     - 20200529 GOOD             MIDT
 NF1387
 NF1387                          STATION DESCRIPTION
 NF1387
 NF1387'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1387'THE STATION IS ABOUT 1-1/2 MILES NORTH-NORTHWEST OF LESLIE IN THE
 NF1387'EASTERLY RIGHT OF WAY OF US-127.  IT IS IN THE SOUTHEAST CORNER
 NF1387'OF THE SOUTHEAST QUARTER OF SECTION 17, T 1 N, R 1 W, BEING LESLIE
 NF1387'TWP. OF INGHAM COUNTY.
 NF1387'
 NF1387'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1387'MAIN ST. 1.4 MILES TO THE INTERSECTION OF MAIN ST. AND HILL RD.
 NF1387'THE STATION IS ON THE LEFT AS DESCRIBED.
 NF1387'
 NF1387'NO AZIMUTH MARK WAS SET, BECAUSE STATION 33002 MIDH WAS VISIBLE
 NF1387'TO THE NORTH-NORTHWEST.
 NF1387'
 NF1387'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1387'CONTROL MARKER, 33001, MDSH AND T, 1976.  THE DISK IS SET IN THE
 NF1387'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1387'THE GROUND SURFACE.  IT IS 7.0 FEET WEST OF A RIGHT OF WAY FENCE,
 NF1387'57.0 FEET NORTH-NORTHEAST OF A CONCRETE HEADWALL, 53.0 FEET EAST
 NF1387'OF THE EAST EDGE OF NORTHBOUND US-127, AND 5.0 FEET SOUTHWEST OF
 NF1387'A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1387'DISK STAMPED HCM, FA, ROW, 33001 AND IS SET IN THE TOP OF AN
 NF1387'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW GROUND LEVEL.
 NF1387'
 NF1387'REFERENCE MARK 1 (A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1387'HCM, 33001, 1976, RM 1) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1387'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 NF1387'SURFACE.  IT IS 7.0 FEET WEST OF A WOVEN WIRE FENCE, AND 65.6 FEET
 NF1387'EAST OF THE CENTER LINE OF NORTHBOUND US-127.
 NF1387'
 NF1387'REFERENCE MARK 2 (A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1387'HCM 33001, 1976, RM 2) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1387'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 NF1387'SURFACE.  IT IS 7.0 FEET WEST OF A WOVEN WIRE FENCE, 32.0 FEET
 NF1387'NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL, AND 65.0 FEET
 NF1387'EAST OF THE CENTERLINE OF NORTHBOUND US-127.
 NF1387'
 NF1387'NEAREST TOWN--LESLIE.
 NF1387'
 NF1387'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 NF1387
 NF1387                          STATION RECOVERY (1981)
 NF1387
 NF1387'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1387'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1976 DESCRIPTION IS
 NF1387'STILL VALID.
 NF1387
 NF1387                          STATION RECOVERY (1992)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1387'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1387'LESLIE, 20.9 M (68.6 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 NF1387'19.9 M (65.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 NF1387'U.S.  HIGHWAY 127, 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF HULL
 NF1387'ROAD, 1.9 M (6.2 FT) WEST OF A FENCE, 1.5 M (4.9 FT) SOUTHWEST OF A
 NF1387'WITNESS POST, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 NF1387'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1387
 NF1387                          STATION RECOVERY (1994)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1387'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF MASON, 3 KM
 NF1387'(1.85 MI) NORTHWEST OF LESLIE, ON THE EAST SIDE OF U.S.  HIGHWAY 27,
 NF1387'IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 17, T 1 N, R 1
 NF1387'W, LESLIE TOWNSHIP, IN QUAD 420842.  OWNERSHIP--STATE DEPARTMENT OF
 NF1387'TRANSPORTATION.  TO REACH FROM THE OVERPASS OF BELLEVUE ROAD AND U.S.
 NF1387'HIGHWAY 127 AT THE WEST SIDE OF LESLIE, GO NORTH ON HIGHWAY 127 FOR
 NF1387'1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.  NOTE--THE STATION IS
 NF1387'ABOUT 10 M (32.8 FT) WEST OF THE JUNCTION OF HULL ROAD, WHICH
 NF1387'PARALLELS HIGHWAY 127 OUTSIDE THE RIGHT-OF-WAY FENCE, AND MAIN STREET,
 NF1387'WHICH ANGLES IN FROM THE SOUTHEAST.  STATION IS 7.0 FT (2.1 M) WEST OF
 NF1387'A RIGHT-OF-WAY FENCE, 57.0 FT (17.4 M) NORTH-NORTHEAST OF A CONCRETE
 NF1387'HEADWALL, 53.0 FT (16.2 M) EAST OF THE EAST EDGE OF THE NORTHBOUND
 NF1387'LANE OF HIGHWAY 127, AND 5.0 FT (1.5 M) SOUTHWEST OF A STEEL WITNESS
 NF1387'POST.AST OF THE EAST CURB OF HELMER ROAD, 0.18 M (0.59 FT) SOUTH OF A
 NF1387'FIBERGLASS WITNESS POST IN THE FENCE LINE, 10.1 M (33.1 FT) EAST OF A
 NF1387'FENCE CORNER, 4.4 M (14.4 FT) NORTHEAST OF A MANHOLE COVER, AND 6.0 M
 NF1387'(19.7 FT) NORTHEAST OF A SIGNAL POLE.  DESCRIBED BY G.R.  HEID.
 NF1387
 NF1387                          STATION RECOVERY (2000)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387
 NF1387                          STATION RECOVERY (2003)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387'
 NF1387'THIS IS A COOPERATIVE BASE NETWORK CONTROL STATION.
 NF1387'
 NF1387
 NF1387                          STATION RECOVERY (2006)
 NF1387
 NF1387'RECOVERY NOTE BY US POWER SQUADRON 2006 (MB)
 NF1387'RECOVERED IN GOOD CONDITION.
 NF1387
 NF1387                          STATION RECOVERY (2006)
 NF1387
 NF1387'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387
 NF1387                          STATION RECOVERY (2008)
 NF1387
 NF1387'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (GMB)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387
 NF1387                          STATION RECOVERY (2016)
 NF1387
 NF1387'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387
 NF1387                          STATION RECOVERY (2020)
 NF1387
 NF1387'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 NF1387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7862 ***********************************************************************
 AH7862  DESIGNATION -  33001 RM 1
 AH7862  PID         -  AH7862
 AH7862  STATE/COUNTY-  MI/INGHAM
 AH7862  COUNTRY     -  US
 AH7862  USGS QUAD   -  LESLIE (2017)
 AH7862
 AH7862                         *CURRENT SURVEY CONTROL
 AH7862  ______________________________________________________________________
 AH7862* NAD 83(1986) POSITION- 42 28 02.84   (N) 084 26 35.96   (W)   HD_HELD1
 AH7862* NAVD 88 ORTHO HEIGHT -   307.693 (meters)     1009.49  (feet) ADJUSTED
 AH7862  ______________________________________________________________________
 AH7862  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 AH7862  DYNAMIC HEIGHT  -        307.594 (meters)     1009.16  (feet) COMP
 AH7862  MODELED GRAVITY -    980,290.2   (mgal)                       NAVD 88
 AH7862
 AH7862  VERT ORDER      -  FIRST     CLASS II
 AH7862
 AH7862.The horizontal coordinates were determined by differentially corrected
 AH7862.hand held GPS observations or other comparable positioning techniques
 AH7862.and have an estimated accuracy of +/- 3 meters.
 AH7862
 AH7862.The orthometric height was determined by differential leveling and
 AH7862.adjusted by the NATIONAL GEODETIC SURVEY
 AH7862.in April 2010.
 AH7862
 AH7862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7862.GEOID18 height accuracy estimate available here.
 AH7862
 AH7862.Click photographs - Photos may exist for this station.
 AH7862
 AH7862.The dynamic height is computed by dividing the NAVD 88
 AH7862.geopotential number by the normal gravity value computed on the
 AH7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7862.degrees latitude (g = 980.6199 gals.).
 AH7862
 AH7862.The modeled gravity was interpolated from observed gravity values.
 AH7862
 AH7862;                    North         East    Units  Estimated Accuracy
 AH7862;SPC MI S     -   107,465.5   3,993,696.1     MT  (+/- 3 meters HH1 GPS) 
 AH7862
 AH7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1018704846(NAD 83)
 AH7862
 AH7862                          SUPERSEDED SURVEY CONTROL
 AH7862
 AH7862  NAVD 88 (01/15/02)  307.863  (m)         1010.05   (f) SUPERSEDED  1 2
 AH7862
 AH7862.Superseded values are not recommended for survey control.
 AH7862
 AH7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7862.See file dsdata.pdf to determine how the superseded data were derived.
 AH7862
 AH7862_MARKER: DD = SURVEY DISK
 AH7862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7862_STAMPING: 33001 RM 1 HCM MDSH AND T 1976
 AH7862_MARK LOGO: MIDH
 AH7862_PROJECTION: FLUSH
 AH7862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7862+STABILITY: SURFACE MOTION
 AH7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7862+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2016
 AH7862
 AH7862  HISTORY     - Date     Condition        Report By
 AH7862  HISTORY     - 1976     MONUMENTED       MIDH
 AH7862  HISTORY     - 19921116 GOOD             NGS
 AH7862  HISTORY     - 20000530 GOOD             NGS
 AH7862  HISTORY     - 20060429 GOOD             USPSQD
 AH7862  HISTORY     - 20080610 GOOD             MIDT
 AH7862  HISTORY     - 20161003 GOOD             C2AE
 AH7862
 AH7862                          STATION DESCRIPTION
 AH7862
 AH7862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7862'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7862'LESLIE, 19.2 M (63.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AH7862'LANES OF U.S.  HIGHWAY 127, 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF
 AH7862'HULL ROAD, 8.0 M (26.2 FT) NORTH OF TRIANGULATION STATION 33001, 2.2 M
 AH7862'(7.2 FT) WEST OF A FENCE, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AH7862'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AH7862'FLUSH WITH THE GROUND SURFACE.
 AH7862
 AH7862                          STATION RECOVERY (2000)
 AH7862
 AH7862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7862'RECOVERED AS DESCRIBED.
 AH7862
 AH7862                          STATION RECOVERY (2006)
 AH7862
 AH7862'RECOVERY NOTE BY US POWER SQUADRON 2006 (MB)
 AH7862'RECOVERED IN GOOD CONDITION.
 AH7862
 AH7862                          STATION RECOVERY (2008)
 AH7862
 AH7862'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (GMB)
 AH7862'RECOVERED AS DESCRIBED.
 AH7862
 AH7862                          STATION RECOVERY (2016)
 AH7862
 AH7862'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 AH7862'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7863 ***********************************************************************
 AH7863  DESIGNATION -  33001 RM 2
 AH7863  PID         -  AH7863
 AH7863  STATE/COUNTY-  MI/INGHAM
 AH7863  COUNTRY     -  US
 AH7863  USGS QUAD   -  LESLIE (2017)
 AH7863
 AH7863                         *CURRENT SURVEY CONTROL
 AH7863  ______________________________________________________________________
 AH7863* NAD 83(1986) POSITION- 42 28 02.28   (N) 084 26 35.96   (W)   HD_HELD1
 AH7863* NAVD 88 ORTHO HEIGHT -   307.855 (meters)     1010.02  (feet) ADJUSTED
 AH7863  ______________________________________________________________________
 AH7863  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 AH7863  DYNAMIC HEIGHT  -        307.755 (meters)     1009.69  (feet) COMP
 AH7863  MODELED GRAVITY -    980,290.3   (mgal)                       NAVD 88
 AH7863
 AH7863  VERT ORDER      -  FIRST     CLASS II
 AH7863
 AH7863.The horizontal coordinates were determined by differentially corrected
 AH7863.hand held GPS observations or other comparable positioning techniques
 AH7863.and have an estimated accuracy of +/- 3 meters.
 AH7863
 AH7863.The orthometric height was determined by differential leveling and
 AH7863.adjusted by the NATIONAL GEODETIC SURVEY
 AH7863.in April 2010.
 AH7863
 AH7863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7863.GEOID18 height accuracy estimate available here.
 AH7863
 AH7863.Click photographs - Photos may exist for this station.
 AH7863
 AH7863.The dynamic height is computed by dividing the NAVD 88
 AH7863.geopotential number by the normal gravity value computed on the
 AH7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7863.degrees latitude (g = 980.6199 gals.).
 AH7863
 AH7863.The modeled gravity was interpolated from observed gravity values.
 AH7863
 AH7863;                    North         East    Units  Estimated Accuracy
 AH7863;SPC MI S     -   107,448.2   3,993,696.1     MT  (+/- 3 meters HH1 GPS) 
 AH7863
 AH7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1018804829(NAD 83)
 AH7863
 AH7863                          SUPERSEDED SURVEY CONTROL
 AH7863
 AH7863  NAVD 88 (01/15/02)  307.695  (m)         1009.50   (f) SUPERSEDED  1 2
 AH7863
 AH7863.Superseded values are not recommended for survey control.
 AH7863
 AH7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7863.See file dsdata.pdf to determine how the superseded data were derived.
 AH7863
 AH7863_MARKER: DD = SURVEY DISK
 AH7863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7863_STAMPING: 33001 RM 2 HMC MDSH AND T 1976
 AH7863_MARK LOGO: MIDH
 AH7863_PROJECTION: FLUSH
 AH7863_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7863+STABILITY: SURFACE MOTION
 AH7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7863+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2016
 AH7863
 AH7863  HISTORY     - Date     Condition        Report By
 AH7863  HISTORY     - 1976     MONUMENTED       MIDH
 AH7863  HISTORY     - 19921116 GOOD             NGS
 AH7863  HISTORY     - 20000216 GOOD             NGS
 AH7863  HISTORY     - 20060429 GOOD             USPSQD
 AH7863  HISTORY     - 20080610 GOOD             MIDT
 AH7863  HISTORY     - 20161003 GOOD             C2AE
 AH7863
 AH7863                          STATION DESCRIPTION
 AH7863
 AH7863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7863'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7863'LESLIE, 19.2 M (63.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AH7863'LANES OF U.S.  HIGHWAY 127, 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF
 AH7863'HULL ROAD, 9.1 M (29.9 FT) SOUTH OF TRIANGULATION STATION 33001, 2.2 M
 AH7863'(7.2 FT) WEST OF A FENCE, 1.1 M (3.6 FT) NORTH OF A WITNESS POST, 0.9
 AH7863'M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH7863'WITH THE GROUND SURFACE.
 AH7863
 AH7863                          STATION RECOVERY (2000)
 AH7863
 AH7863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7863'RECOVERED AS DESCRIBED.
 AH7863
 AH7863                          STATION RECOVERY (2006)
 AH7863
 AH7863'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7863'ADD TO END OF DESCRIPTION- LOCATRED AT THE VEE INTERSECTION OF MAIN
 AH7863'ST. AND HULL ROAD.
 AH7863
 AH7863                          STATION RECOVERY (2008)
 AH7863
 AH7863'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (GMB)
 AH7863'RECOVERED AS DESCRIBED.
 AH7863
 AH7863                          STATION RECOVERY (2016)
 AH7863
 AH7863'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 AH7863'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1389 ***********************************************************************
 NF1389  DESIGNATION -  33002
 NF1389  PID         -  NF1389
 NF1389  STATE/COUNTY-  MI/INGHAM
 NF1389  COUNTRY     -  US
 NF1389  USGS QUAD   -  LESLIE (2017)
 NF1389
 NF1389                         *CURRENT SURVEY CONTROL
 NF1389  ______________________________________________________________________
 NF1389* NAD 83(1994) POSITION- 42 28 48.80264(N) 084 26 38.84645(W)   ADJUSTED
 NF1389* NAVD 88 ORTHO HEIGHT -   313.940 (meters)     1029.98  (feet) ADJUSTED
 NF1389  ______________________________________________________________________
 NF1389  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 NF1389  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 NF1389  DYNAMIC HEIGHT  -        313.840 (meters)     1029.66  (feet) COMP
 NF1389  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 NF1389
 NF1389  HORZ ORDER      -  SECOND
 NF1389  VERT ORDER      -  FIRST     CLASS II
 NF1389
 NF1389.The horizontal coordinates were established by classical geodetic methods
 NF1389.and adjusted by the National Geodetic Survey in February 1997.
 NF1389
 NF1389.The orthometric height was determined by differential leveling and
 NF1389.adjusted by the NATIONAL GEODETIC SURVEY
 NF1389.in January 2002.
 NF1389
 NF1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1389.GEOID18 height accuracy estimate available here.
 NF1389
 NF1389.Click photographs - Photos may exist for this station.
 NF1389
 NF1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1389
 NF1389.The dynamic height is computed by dividing the NAVD 88
 NF1389.geopotential number by the normal gravity value computed on the
 NF1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1389.degrees latitude (g = 980.6199 gals.).
 NF1389
 NF1389.The modeled gravity was interpolated from observed gravity values.
 NF1389
 NF1389. The following values were computed from the NAD 83(1994) position.
 NF1389
 NF1389;                    North         East     Units Scale Factor Converg.
 NF1389;SPC MI S     -   108,883.661 3,993,631.512   MT  0.99993169   -0 03 09.8
 NF1389;SPC MI S     -   357,229.86 13,102,465.59   iFT  0.99993169   -0 03 09.8
 NF1389;UTM  16      - 4,706,262.556   710,078.852   MT  1.00014302   +1 43 36.1
 NF1389
 NF1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1389!SPC MI S     -   0.99995609  x   0.99993169  =   0.99988779
 NF1389!UTM  16      -   0.99995609  x   1.00014302  =   1.00009911
 NF1389
 NF1389:                Primary Azimuth Mark                     Grid Az
 NF1389:SPC MI S     -  33001                                    177 24 09.3
 NF1389:UTM  16      -  33001                                    175 37 23.4
 NF1389
 NF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1007806262(NAD 83)
 NF1389
 NF1389|---------------------------------------------------------------------|
 NF1389| PID    Reference Object                     Distance      Geod. Az  |
 NF1389|                                                           dddmmss.s |
 NF1389| AH7864 33002 RM 1                            8.686 METERS 08848     |
 NF1389| NF1388 LESLIE CO SHERRIF DEPT MAST         468.861 METERS 1122826.5 |
 NF1389| NF1387 33001                               APPROX. 1.4 KM 1772059.5 |
 NF1389| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.11.3 KM 2482723.0 |
 NF1389| AH7865 33002 RM 2                            8.855 METERS 26859     |
 NF1389|---------------------------------------------------------------------|
 NF1389
 NF1389                          SUPERSEDED SURVEY CONTROL
 NF1389
 NF1389  NAD 83(1986)-  42 28 48.80219(N)    084 26 38.86750(W) AD(       ) 2
 NF1389  NAD 27      -  42 28 48.66835(N)    084 26 38.96301(W) AD(       ) 2
 NF1389  NGVD 29 (07/19/86)  314.0    (m)         1030.     (f) VERT ANG       
 NF1389
 NF1389.Superseded values are not recommended for survey control.
 NF1389
 NF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1389.See file dsdata.pdf to determine how the superseded data were derived.
 NF1389
 NF1389_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1389_STAMPING: 33002 MDSH&T 1976
 NF1389_MARK LOGO: MIDT
 NF1389_PROJECTION: FLUSH
 NF1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1389+STABILITY: SURFACE MOTION
 NF1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1389+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 NF1389
 NF1389  HISTORY     - Date     Condition        Report By
 NF1389  HISTORY     - 1976     MONUMENTED       MIDH
 NF1389  HISTORY     - 1983     GOOD             USPSQD
 NF1389  HISTORY     - 19921116 GOOD             NGS
 NF1389  HISTORY     - 20000216 GOOD             NGS
 NF1389  HISTORY     - 20050423 GOOD             USPSQD
 NF1389  HISTORY     - 20200601 GOOD             HEI
 NF1389
 NF1389                          STATION DESCRIPTION
 NF1389
 NF1389'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1389'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF LESLIE (STRAIGHT LINE
 NF1389'MEASUREMENT) IN THE SOUTHWEST QUADRANT OF COVERT RD. AND US-127.
 NF1389'IT IS NEAR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 17, T
 NF1389'1 N, R 1 W, BEING LESLIE TWP. OF INGHAM CO.
 NF1389'
 NF1389'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1389'MAIN ST. 1.4 MILES TO HILL RD..  GO NORTH ON HILL RD. 0.9 MILES TO
 NF1389'COVERT RD..  TURN LEFT ON COVERT RD. AND CROSS THE US-127 OVERPASS
 NF1389'TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1389'
 NF1389'NO AZIMUTH MARK WAS SET, BECAUSE STATION 33001 MIDH WAS VISIBLE
 NF1389'TO THE SOUTH-SOUTHEAST, AND STATION 33003 MIDH WAS VISIBLE TO THE
 NF1389'NORTH-NORTHEAST.
 NF1389'
 NF1389'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1389'CONTROL MARKER, 33002, MDSH AND T, 1976.  IT IS SET IN THE TOP OF A
 NF1389'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1389'SURFACE.  IT IS 21 FEET SOUTH OF THE CENTERLINE OF COVERT RD.,
 NF1389'30 FEET WEST OF THE SOUTHWEST CORNER OF THE COVERT RD. BRIDGE
 NF1389'OVER US-127, 4.0 FEET SOUTH OF A GUARD RAIL, AND 5.0 FEET
 NF1389'SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1389'INCH BRASS DISK STAMPED HCM, FA, ROW, 33002, SET IN THE TOP
 NF1389'OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 NF1389'GROUND SURFACE.
 NF1389'
 NF1389'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1389'T, HCM, 33002, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1389'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 NF1389'SURFACE.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF COVERT RD.,
 NF1389'5.0 FEET SOUTH OF A GUARD RAIL, AND 1.8 FEET WEST OF THE
 NF1389'SOUTHWEST WINGWALL OF THE COVERT RD. BRIDGE.
 NF1389'
 NF1389'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1389'T, HCM, 33002, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1389'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1389'3.0 FEET SOUTH OF A GUARD RAIL, AND 21.3 FEET SOUTH OF THE
 NF1389'CENTERLINE OF COVERT RD..
 NF1389'
 NF1389'NEAREST TOWN--LESLIE.
 NF1389'
 NF1389'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 NF1389
 NF1389                          STATION RECOVERY (1983)
 NF1389
 NF1389'RECOVERY NOTE BY US POWER SQUADRON 1983 (MTM)
 NF1389'33002 MDSH AND T, 1976 - THE DIRECTOR - EXCELLENT CONDITION.
 NF1389'
 NF1389'MDSH AND T HCM, 33002, 1976 RM 1 EXCELLENT CONDITION.
 NF1389'
 NF1389'MDSH AND T HCM, 33002, 1976 - NOT MARKED.  RM 2 IN EXCELLENT
 NF1389'CONDITION.
 NF1389'
 NF1389'ALL DIRECTIONS VERY GOOD AS RECORDED.
 NF1389
 NF1389                          STATION RECOVERY (1992)
 NF1389
 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1389'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1389'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 NF1389'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 25.5 M (83.7 FT) EAST OF THE
 NF1389'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 9.2 M (30.2
 NF1389'FT) WEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 6.4 M (21.0 FT) SOUTH
 NF1389'OF AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS
 NF1389'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1389
 NF1389                          STATION RECOVERY (2000)
 NF1389
 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1389'RECOVERED AS DESCRIBED.
 NF1389
 NF1389                          STATION RECOVERY (2005)
 NF1389
 NF1389'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAD)
 NF1389'WITNESS POST IN PLACE, MARK IN PLACE AS DESCRIBED.
 NF1389
 NF1389                          STATION RECOVERY (2020)
 NF1389
 NF1389'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (CLE)
 NF1389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7864 ***********************************************************************
 AH7864  DESIGNATION -  33002 RM 1
 AH7864  PID         -  AH7864
 AH7864  STATE/COUNTY-  MI/INGHAM
 AH7864  COUNTRY     -  US
 AH7864  USGS QUAD   -  LESLIE (2017)
 AH7864
 AH7864                         *CURRENT SURVEY CONTROL
 AH7864  ______________________________________________________________________
 AH7864* NAD 83(1986) POSITION- 42 28 48.81   (N) 084 26 38.47   (W)   HD_HELD1
 AH7864* NAVD 88 ORTHO HEIGHT -   314.071 (meters)     1030.41  (feet) ADJUSTED
 AH7864  ______________________________________________________________________
 AH7864  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 AH7864  DYNAMIC HEIGHT  -        313.970 (meters)     1030.08  (feet) COMP
 AH7864  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 AH7864
 AH7864  VERT ORDER      -  FIRST     CLASS II
 AH7864
 AH7864.The horizontal coordinates were determined by differentially corrected
 AH7864.hand held GPS observations or other comparable positioning techniques
 AH7864.and have an estimated accuracy of +/- 3 meters.
 AH7864
 AH7864.The orthometric height was determined by differential leveling and
 AH7864.adjusted by the NATIONAL GEODETIC SURVEY
 AH7864.in April 2010.
 AH7864
 AH7864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7864.GEOID18 height accuracy estimate available here.
 AH7864
 AH7864.Click photographs - Photos may exist for this station.
 AH7864
 AH7864.The dynamic height is computed by dividing the NAVD 88
 AH7864.geopotential number by the normal gravity value computed on the
 AH7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7864.degrees latitude (g = 980.6199 gals.).
 AH7864
 AH7864.The modeled gravity was interpolated from observed gravity values.
 AH7864
 AH7864;                    North         East    Units  Estimated Accuracy
 AH7864;SPC MI S     -   108,883.9   3,993,640.1     MT  (+/- 3 meters HH1 GPS) 
 AH7864
 AH7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1008706263(NAD 83)
 AH7864
 AH7864                          SUPERSEDED SURVEY CONTROL
 AH7864
 AH7864  NAVD 88 (01/15/02)  314.072  (m)         1030.42   (f) SUPERSEDED  1 2
 AH7864
 AH7864.Superseded values are not recommended for survey control.
 AH7864
 AH7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7864.See file dsdata.pdf to determine how the superseded data were derived.
 AH7864
 AH7864_MARKER: DD = SURVEY DISK
 AH7864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7864_STAMPING: 33002 HCM MDSH AND T 1976
 AH7864_MARK LOGO: MIDH
 AH7864_PROJECTION: FLUSH
 AH7864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7864+STABILITY: SURFACE MOTION
 AH7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7864+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7864
 AH7864  HISTORY     - Date     Condition        Report By
 AH7864  HISTORY     - 1976     MONUMENTED       MIDH
 AH7864  HISTORY     - 19921116 GOOD             NGS
 AH7864  HISTORY     - 20000516 GOOD             NGS
 AH7864  HISTORY     - 20060429 GOOD             USPSQD
 AH7864
 AH7864                          STATION DESCRIPTION
 AH7864
 AH7864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7864'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7864'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 AH7864'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 16.8 M (55.1 FT) EAST OF THE
 AH7864'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 8.7 M (28.5
 AH7864'FT) EAST OF TRIANGULATION STATION 33002, 6.4 M (21.0 FT) SOUTH OF AND
 AH7864'LEVEL WITH THE ROAD CENTER, 0.6 M (2.0 FT) WEST OF THE SOUTHWEST
 AH7864'CORNER OF A WINGWALL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7864'SURFACE.
 AH7864
 AH7864                          STATION RECOVERY (2000)
 AH7864
 AH7864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7864'RECOVERED AS DESCRIBED.
 AH7864
 AH7864                          STATION RECOVERY (2006)
 AH7864
 AH7864'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7865 ***********************************************************************
 AH7865  DESIGNATION -  33002 RM 2
 AH7865  PID         -  AH7865
 AH7865  STATE/COUNTY-  MI/INGHAM
 AH7865  COUNTRY     -  US
 AH7865  USGS QUAD   -  LESLIE (2017)
 AH7865
 AH7865                         *CURRENT SURVEY CONTROL
 AH7865  ______________________________________________________________________
 AH7865* NAD 83(1986) POSITION- 42 28 48.80   (N) 084 26 39.23   (W)   HD_HELD1
 AH7865* NAVD 88 ORTHO HEIGHT -   313.640 (meters)     1029.00  (feet) ADJUSTED
 AH7865  ______________________________________________________________________
 AH7865  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 AH7865  DYNAMIC HEIGHT  -        313.539 (meters)     1028.67  (feet) COMP
 AH7865  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 AH7865
 AH7865  VERT ORDER      -  FIRST     CLASS II
 AH7865
 AH7865.The horizontal coordinates were determined by differentially corrected
 AH7865.hand held GPS observations or other comparable positioning techniques
 AH7865.and have an estimated accuracy of +/- 3 meters.
 AH7865
 AH7865.The orthometric height was determined by differential leveling and
 AH7865.adjusted by the NATIONAL GEODETIC SURVEY
 AH7865.in January 2002.
 AH7865
 AH7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7865.GEOID18 height accuracy estimate available here.
 AH7865
 AH7865.Click photographs - Photos may exist for this station.
 AH7865
 AH7865.The dynamic height is computed by dividing the NAVD 88
 AH7865.geopotential number by the normal gravity value computed on the
 AH7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7865.degrees latitude (g = 980.6199 gals.).
 AH7865
 AH7865.The modeled gravity was interpolated from observed gravity values.
 AH7865
 AH7865;                    North         East    Units  Estimated Accuracy
 AH7865;SPC MI S     -   108,883.6   3,993,622.8     MT  (+/- 3 meters HH1 GPS) 
 AH7865
 AH7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1007006262(NAD 83)
 AH7865
 AH7865                          SUPERSEDED SURVEY CONTROL
 AH7865
 AH7865.No superseded survey control is available for this station.
 AH7865
 AH7865_MARKER: DD = SURVEY DISK
 AH7865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7865_STAMPING: 33002 RM 2 1976 HCM MDSH AND T
 AH7865_MARK LOGO: MIDH
 AH7865_PROJECTION: FLUSH
 AH7865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7865+STABILITY: SURFACE MOTION
 AH7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7865+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7865
 AH7865  HISTORY     - Date     Condition        Report By
 AH7865  HISTORY     - 1976     MONUMENTED       MIDH
 AH7865  HISTORY     - 19921116 GOOD             NGS
 AH7865  HISTORY     - 20000516 GOOD             NGS
 AH7865  HISTORY     - 20060429 GOOD             USPSQD
 AH7865
 AH7865                          STATION DESCRIPTION
 AH7865
 AH7865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7865'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7865'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 AH7865'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 34.4 M (112.9 FT) EAST OF THE
 AH7865'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 17.8 M (58.4
 AH7865'FT) WEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 8.9 M (29.2 FT) WEST
 AH7865'OF TRIANGULATION STATION 33002, 6.5 M (21.3 FT) SOUTH OF AND LEVEL
 AH7865'WITH THE ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7865'SURFACE.
 AH7865
 AH7865                          STATION RECOVERY (2000)
 AH7865
 AH7865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7865'RECOVERED AS DESCRIBED.
 AH7865
 AH7865                          STATION RECOVERY (2006)
 AH7865
 AH7865'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1297 ***********************************************************************
 NF1297  DESIGNATION -  33003
 NF1297  PID         -  NF1297
 NF1297  STATE/COUNTY-  MI/INGHAM
 NF1297  COUNTRY     -  US
 NF1297  USGS QUAD   -  MASON (2017)
 NF1297
 NF1297                         *CURRENT SURVEY CONTROL
 NF1297  ______________________________________________________________________
 NF1297* NAD 83(1994) POSITION- 42 31 26.48757(N) 084 26 37.88686(W)   ADJUSTED
 NF1297* NAVD 88 ORTHO HEIGHT -   298.385 (meters)      978.95  (feet) ADJUSTED
 NF1297  ______________________________________________________________________
 NF1297  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 NF1297  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 NF1297  DYNAMIC HEIGHT  -        298.290 (meters)      978.64  (feet) COMP
 NF1297  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 NF1297
 NF1297  HORZ ORDER      -  SECOND
 NF1297  VERT ORDER      -  FIRST     CLASS II
 NF1297
 NF1297.The horizontal coordinates were established by classical geodetic methods
 NF1297.and adjusted by the National Geodetic Survey in February 1997.
 NF1297
 NF1297.The orthometric height was determined by differential leveling and
 NF1297.adjusted by the NATIONAL GEODETIC SURVEY
 NF1297.in January 2002.
 NF1297
 NF1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1297.GEOID18 height accuracy estimate available here.
 NF1297
 NF1297.Click photographs - Photos may exist for this station.
 NF1297
 NF1297.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1297
 NF1297.The dynamic height is computed by dividing the NAVD 88
 NF1297.geopotential number by the normal gravity value computed on the
 NF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1297.degrees latitude (g = 980.6199 gals.).
 NF1297
 NF1297.The modeled gravity was interpolated from observed gravity values.
 NF1297
 NF1297. The following values were computed from the NAD 83(1994) position.
 NF1297
 NF1297;                    North         East     Units Scale Factor Converg.
 NF1297;SPC MI S     -   113,748.883 3,993,657.889   MT  0.99992661   -0 03 09.1
 NF1297;SPC MI S     -   373,191.87 13,102,552.13   iFT  0.99992661   -0 03 09.1
 NF1297;UTM  16      - 4,711,127.289   709,954.055   MT  1.00014237   +1 43 42.0
 NF1297
 NF1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1297!SPC MI S     -   0.99995852  x   0.99992661  =   0.99988514
 NF1297!UTM  16      -   0.99995852  x   1.00014237  =   1.00010089
 NF1297
 NF1297:                Primary Azimuth Mark                     Grid Az
 NF1297:SPC MI S     -  33002                                    180 18 38.2
 NF1297:UTM  16      -  33002                                    178 31 47.1
 NF1297
 NF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0995411127(NAD 83)
 NF1297
 NF1297|---------------------------------------------------------------------|
 NF1297| PID    Reference Object                     Distance      Geod. Az  |
 NF1297|                                                           dddmmss.s |
 NF1297| AH7860 33003 RM 1                            9.269 METERS 08813     |
 NF1297| NF1388 LESLIE CO SHERRIF DEPT MAST         APPROX. 5.1 KM 1752019.1 |
 NF1297| NF1389 33002                               APPROX. 4.9 KM 1801529.1 |
 NF1297| NF1293 MASON AURELIUS GAS PLANT MAST       APPROX. 3.4 KM 2594207.8 |
 NF1297| AH7861 33003 RM 2                           14.482 METERS 26731     |
 NF1297|---------------------------------------------------------------------|
 NF1297
 NF1297                          SUPERSEDED SURVEY CONTROL
 NF1297
 NF1297  NAD 83(1986)-  42 31 26.48714(N)    084 26 37.90718(W) AD(       ) 2
 NF1297  NAD 27      -  42 31 26.35419(N)    084 26 38.00151(W) AD(       ) 2
 NF1297  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 NF1297
 NF1297.Superseded values are not recommended for survey control.
 NF1297
 NF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1297.See file dsdata.pdf to determine how the superseded data were derived.
 NF1297
 NF1297_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1297_STAMPING: 33003 MDSH AND T 1976
 NF1297_MARK LOGO: MIDT
 NF1297_PROJECTION: FLUSH
 NF1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1297+STABILITY: SURFACE MOTION
 NF1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1297+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 NF1297
 NF1297  HISTORY     - Date     Condition        Report By
 NF1297  HISTORY     - 1976     MONUMENTED       MIDH
 NF1297  HISTORY     - 19921116 GOOD             NGS
 NF1297  HISTORY     - 20000616 GOOD             NGS
 NF1297  HISTORY     - 20060429 GOOD             USPSQD
 NF1297  HISTORY     - 20070627 GOOD             WOOLPT
 NF1297  HISTORY     - 20200601 GOOD             HEI
 NF1297
 NF1297                          STATION DESCRIPTION
 NF1297
 NF1297'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1297'THE STATION IS APPROXIMATELY 1 MILE WEST OF EDEN AND 5-1/2 MILES
 NF1297'NORTH-NORTHWEST OF LESLIE.  IT IS NEAR THE NORTHEAST CORNER OF THE
 NF1297'NORTHEAST QUARTER OF SECTION 32, T 2 N, R 1 W, THIS BEING VEVAY
 NF1297'TWP. OF INGHAM CO.
 NF1297'
 NF1297'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1297'MAIN ST. 1.4 MILES TO HULL RD..  GO NORTH ON HILL RD. 4.0 MILES TO
 NF1297'BARNES RD..  TURN LEFT ON BARNES RD. AND CROSS OVER US-127 TO THE
 NF1297'STATION ON THE LEFT AS DESCRIBED.
 NF1297'
 NF1297'NO AZIMUTH WAS SET, BECAUSE 33002 MIDH WAS VISIBLE TO THE
 NF1297'SOUTH-SOUTHWEST.
 NF1297'
 NF1297'THE STATION IS A 3-1/2 BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1297'MARKER, 33003, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1297'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1297'SURFACE.  IT IS 21.8 FEET SOUTH OF THE CENTERLINE OF BARNES RD.,
 NF1297'68.5 FEET SOUTHWEST OF THE WEST END OF A CONCRETE BRIDGE RAIL,
 NF1297'4.0 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST, AND 2.5 FEET
 NF1297'SOUTH OF A GUARD RAIL.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1297'DISK STAMPED HCM, FA, ROW 33003 SET IN THE TOP OF AN
 NF1297'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1297'SURFACE.
 NF1297'
 NF1297'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED STAMPED
 NF1297'MDSH AND T, HCM, 33003, 1976, RM 1 SET IN THE TOP OF A CYLINDRICAL
 NF1297'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 NF1297'SURFACE.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF BARNES RD.,
 NF1297'3.0 FEET SOUTH OF A GUARD RAIL, AND 27.0 FEET WEST-SOUTHWEST OF
 NF1297'THE WEST END OF A CONCRETE BRIDGE RAIL.
 NF1297'
 NF1297'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1297'T, HCM, 33003, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1297'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1297'23.5 FEET SOUTH OF THE CENTERLINE OF BURNES RD., AND 2.5 FEET
 NF1297'SOUTH OF A GUARD RAIL.
 NF1297'
 NF1297'NEAREST TOWN--EDEN.
 NF1297'
 NF1297'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 NF1297
 NF1297                          STATION RECOVERY (1992)
 NF1297
 NF1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1297'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 NF1297'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 NF1297'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 NF1297'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 NF1297'WESTERLY ALONG BARNES ROAD, 34.1 M (111.9 FT) WEST OF THE CENTERLINE
 NF1297'OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 20.9 M (68.6 FT) WEST OF
 NF1297'THE SOUTHWEST CORNER OF AN OVERPASS, 6.6 M (21.7 FT) SOUTH OF AND
 NF1297'LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 NF1297'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1297
 NF1297                          STATION RECOVERY (2000)
 NF1297
 NF1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1297'RECOVERED AS DESCRIBED.
 NF1297
 NF1297                          STATION RECOVERY (2006)
 NF1297
 NF1297'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1297'WITNESS POST MISSING. ALUMINUM DISK, NOT BRASS.
 NF1297
 NF1297                          STATION RECOVERY (2007)
 NF1297
 NF1297'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JR)
 NF1297'RECOVERED IN GOOD CONDITION.
 NF1297
 NF1297                          STATION RECOVERY (2020)
 NF1297
 NF1297'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (CLE)
 NF1297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7860 ***********************************************************************
 AH7860  DESIGNATION -  33003 RM 1
 AH7860  PID         -  AH7860
 AH7860  STATE/COUNTY-  MI/INGHAM
 AH7860  COUNTRY     -  US
 AH7860  USGS QUAD   -  MASON (2017)
 AH7860
 AH7860                         *CURRENT SURVEY CONTROL
 AH7860  ______________________________________________________________________
 AH7860* NAD 83(1986) POSITION- 42 31 26.50   (N) 084 26 37.48   (W)   HD_HELD1
 AH7860* NAVD 88 ORTHO HEIGHT -   298.634 (meters)      979.77  (feet) ADJUSTED
 AH7860  ______________________________________________________________________
 AH7860  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 AH7860  DYNAMIC HEIGHT  -        298.538 (meters)      979.45  (feet) COMP
 AH7860  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 AH7860
 AH7860  VERT ORDER      -  FIRST     CLASS II
 AH7860
 AH7860.The horizontal coordinates were determined by differentially corrected
 AH7860.hand held GPS observations or other comparable positioning techniques
 AH7860.and have an estimated accuracy of +/- 3 meters.
 AH7860
 AH7860.The orthometric height was determined by differential leveling and
 AH7860.adjusted by the NATIONAL GEODETIC SURVEY
 AH7860.in January 2002.
 AH7860
 AH7860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7860.GEOID18 height accuracy estimate available here.
 AH7860
 AH7860.Click photographs - Photos may exist for this station.
 AH7860
 AH7860.The dynamic height is computed by dividing the NAVD 88
 AH7860.geopotential number by the normal gravity value computed on the
 AH7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7860.degrees latitude (g = 980.6199 gals.).
 AH7860
 AH7860.The modeled gravity was interpolated from observed gravity values.
 AH7860
 AH7860;                    North         East    Units  Estimated Accuracy
 AH7860;SPC MI S     -   113,749.3   3,993,667.2     MT  (+/- 3 meters HH1 GPS) 
 AH7860
 AH7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0996311127(NAD 83)
 AH7860
 AH7860                          SUPERSEDED SURVEY CONTROL
 AH7860
 AH7860.No superseded survey control is available for this station.
 AH7860
 AH7860_MARKER: DD = SURVEY DISK
 AH7860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7860_STAMPING: 33003 RM 1 HCM MSDH AND T 1976
 AH7860_MARK LOGO: MIDH
 AH7860_PROJECTION: FLUSH
 AH7860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7860+STABILITY: SURFACE MOTION
 AH7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7860+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7860
 AH7860  HISTORY     - Date     Condition        Report By
 AH7860  HISTORY     - 1976     MONUMENTED       MIDH
 AH7860  HISTORY     - 19921116 GOOD             NGS
 AH7860  HISTORY     - 20000516 GOOD             NGS
 AH7860  HISTORY     - 20060429 GOOD             USPSQD
 AH7860
 AH7860                          STATION DESCRIPTION
 AH7860
 AH7860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7860'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7860'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 AH7860'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 AH7860'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 AH7860'WESTERLY ALONG BARNES ROAD, 24.8 M (81.4 FT) WEST OF THE CENTERLINE OF
 AH7860'THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 9.3 M (30.5 FT) EAST OF
 AH7860'TRIANGULATION STATION 33003, 8.3 M (27.2 FT) WEST OF THE SOUTHWEST
 AH7860'CORNER OF AN OVERPASS, 6.3 M (20.7 FT) SOUTH OF AND LEVEL WITH THE
 AH7860'ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7860
 AH7860                          STATION RECOVERY (2000)
 AH7860
 AH7860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7860'RECOVERED AS DESCRIBED.
 AH7860
 AH7860                          STATION RECOVERY (2006)
 AH7860
 AH7860'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 AH7860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7861 ***********************************************************************
 AH7861  DESIGNATION -  33003 RM 2
 AH7861  PID         -  AH7861
 AH7861  STATE/COUNTY-  MI/INGHAM
 AH7861  COUNTRY     -  US
 AH7861  USGS QUAD   -  MASON (2017)
 AH7861
 AH7861                         *CURRENT SURVEY CONTROL
 AH7861  ______________________________________________________________________
 AH7861* NAD 83(1986) POSITION- 42 31 26.47   (N) 084 26 38.52   (W)   HD_HELD1
 AH7861* NAVD 88 ORTHO HEIGHT -   298.135 (meters)      978.13  (feet) ADJUSTED
 AH7861  ______________________________________________________________________
 AH7861  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 AH7861  DYNAMIC HEIGHT  -        298.040 (meters)      977.82  (feet) COMP
 AH7861  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 AH7861
 AH7861  VERT ORDER      -  FIRST     CLASS II
 AH7861
 AH7861.The horizontal coordinates were determined by differentially corrected
 AH7861.hand held GPS observations or other comparable positioning techniques
 AH7861.and have an estimated accuracy of +/- 3 meters.
 AH7861
 AH7861.The orthometric height was determined by differential leveling and
 AH7861.adjusted by the NATIONAL GEODETIC SURVEY
 AH7861.in January 2002.
 AH7861
 AH7861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7861.GEOID18 height accuracy estimate available here.
 AH7861
 AH7861.Click photographs - Photos may exist for this station.
 AH7861
 AH7861.The dynamic height is computed by dividing the NAVD 88
 AH7861.geopotential number by the normal gravity value computed on the
 AH7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7861.degrees latitude (g = 980.6199 gals.).
 AH7861
 AH7861.The modeled gravity was interpolated from observed gravity values.
 AH7861
 AH7861;                    North         East    Units  Estimated Accuracy
 AH7861;SPC MI S     -   113,748.4   3,993,643.4     MT  (+/- 3 meters HH1 GPS) 
 AH7861
 AH7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0993911126(NAD 83)
 AH7861
 AH7861                          SUPERSEDED SURVEY CONTROL
 AH7861
 AH7861.No superseded survey control is available for this station.
 AH7861
 AH7861_MARKER: DD = SURVEY DISK
 AH7861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7861_STAMPING: 33003 RM 2 HCM MSDH AND T 1976
 AH7861_MARK LOGO: MIDH
 AH7861_PROJECTION: FLUSH
 AH7861_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7861+STABILITY: SURFACE MOTION
 AH7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7861+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7861
 AH7861  HISTORY     - Date     Condition        Report By
 AH7861  HISTORY     - 1976     MONUMENTED       MIDH
 AH7861  HISTORY     - 19921116 GOOD             NGS
 AH7861  HISTORY     - 20000516 GOOD             NGS
 AH7861  HISTORY     - 20060429 GOOD             USPSQD
 AH7861
 AH7861                          STATION DESCRIPTION
 AH7861
 AH7861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7861'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7861'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 AH7861'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 AH7861'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 AH7861'WESTERLY ALONG BARNES ROAD, 48.6 M (159.4 FT) WEST OF THE CENTERLINE
 AH7861'OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 14.5 M (47.6 FT) WEST OF
 AH7861'TRIANGULATION STATION 33003, 6.6 M (21.7 FT) SOUTH OF AND LEVEL WITH
 AH7861'THE ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7861
 AH7861                          STATION RECOVERY (2000)
 AH7861
 AH7861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7861'RECOVERED AS DESCRIBED.
 AH7861
 AH7861                          STATION RECOVERY (2006)
 AH7861
 AH7861'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 AH7861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1294 ***********************************************************************
 NF1294  DESIGNATION -  33004
 NF1294  PID         -  NF1294
 NF1294  STATE/COUNTY-  MI/INGHAM
 NF1294  COUNTRY     -  US
 NF1294  USGS QUAD   -  MASON (2017)
 NF1294
 NF1294                         *CURRENT SURVEY CONTROL
 NF1294  ______________________________________________________________________
 NF1294* NAD 83(1994) POSITION- 42 37 13.29339(N) 084 28 32.24545(W)   ADJUSTED
 NF1294* NAVD 88 ORTHO HEIGHT -   272.4   (meters)      894.    (feet) VERTCON3
 NF1294  ______________________________________________________________________
 NF1294  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 NF1294  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 NF1294  HORZ ORDER      -  SECOND
 NF1294
 NF1294.The horizontal coordinates were established by classical geodetic methods
 NF1294.and adjusted by the National Geodetic Survey in February 1997.
 NF1294
 NF1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1294
 NF1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1294.GEOID18 height accuracy estimate available here.
 NF1294
 NF1294.Click photographs - Photos may exist for this station.
 NF1294
 NF1294.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1294
 NF1294. The following values were computed from the NAD 83(1994) position.
 NF1294
 NF1294;                    North         East     Units Scale Factor Converg.
 NF1294;SPC MI S     -   124,452.233 3,991,061.773   MT  0.99991749   -0 04 26.9
 NF1294;SPC MI S     -   408,307.85 13,094,034.69   iFT  0.99991749   -0 04 26.9
 NF1294;UTM  16      - 4,721,746.969   707,025.642   MT  1.00012734   +1 42 35.8
 NF1294
 NF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1294!SPC MI S     -   0.99996258  x   0.99991749  =   0.99988008
 NF1294!UTM  16      -   0.99996258  x   1.00012734  =   1.00008992
 NF1294
 NF1294:                Primary Azimuth Mark                     Grid Az
 NF1294:SPC MI S     -  33005                                    358 00 28.5
 NF1294:UTM  16      -  33005                                    356 13 25.8
 NF1294
 NF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0702521746(NAD 83)
 NF1294
 NF1294|---------------------------------------------------------------------|
 NF1294| PID    Reference Object                     Distance      Geod. Az  |
 NF1294|                                                           dddmmss.s |
 NF1294| CH0610 33004 RM 1                           11.006 METERS 00546     |
 NF1294| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 6.8 KM 0104630.2 |
 NF1294| CH0611 33004 RM 2                            9.950 METERS 18511     |
 NF1294| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 6.7 KM 2995543.7 |
 NF1294| NF1318 33005                               APPROX. 2.2 KM 3575601.6 |
 NF1294|---------------------------------------------------------------------|
 NF1294
 NF1294                          SUPERSEDED SURVEY CONTROL
 NF1294
 NF1294  NAD 83(1986)-  42 37 13.29281(N)    084 28 32.26380(W) AD(       ) 2
 NF1294  NAD 27      -  42 37 13.16290(N)    084 28 32.34929(W) AD(       ) 2
 NF1294  NGVD 29 (07/19/86)  272.5    (m)          894.     (f) VERT ANG       
 NF1294
 NF1294.Superseded values are not recommended for survey control.
 NF1294
 NF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1294.See file dsdata.pdf to determine how the superseded data were derived.
 NF1294
 NF1294_MARKER: DD = SURVEY DISK
 NF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1294_STAMPING: 33004 1976
 NF1294_MARK LOGO: MIDH
 NF1294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1294+STABILITY: SURFACE MOTION
 NF1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1294+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NF1294
 NF1294  HISTORY     - Date     Condition        Report By
 NF1294  HISTORY     - 1976     MONUMENTED       MIDH
 NF1294  HISTORY     - 19940913 GOOD             USPSQD
 NF1294  HISTORY     - 20030426 GOOD             USPSQD
 NF1294
 NF1294                          STATION DESCRIPTION
 NF1294
 NF1294'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1294'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF HOLT, 3-1/2 MILES
 NF1294'NORTH NORTHWEST OF MASON ON US-127 IN INGHAM COUNTY, ALAIEDON
 NF1294'TOWNSHIP, T3N, R1W, NW1/4 SECTION 30 ON STATE RIGHT OF WAY.
 NF1294'
 NF1294'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND M-36,
 NF1294'GO NORTH ON US-127 1.9 MILES TO THE STATION ON THE RIGHT
 NF1294'AS DESCRIBED.
 NF1294'
 NF1294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US-127 1.3
 NF1294'MILES TO STATION 33005 MIDH ON THE RIGHT AS DESCRIBED.
 NF1294'
 NF1294'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1294'CONTROL MARK, 33004 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1294'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1294'SURFACE.  IT IS 25.2 FEET EAST OF CENTER LINE OF NORTH BOUND
 NF1294'US-127, 3.3 FEET EAST OF GUARD RAIL, AND 5 FEET NORTHEAST OF
 NF1294'WITNESS POST.
 NF1294'
 NF1294'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1294'33004.  SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1294'GROUND SURFACE.
 NF1294'
 NF1294'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1294'T, HCM, 33004 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1294'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.
 NF1294'IT IS 25 FEET EAST OF CENTER LINE NORTH BOUND US-127, AND 3.1 FEET
 NF1294'EAST OF GUARD RAIL.
 NF1294'
 NF1294'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1294'T, HCM, 33004 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1294'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1294'IT IS 25.5 FEET EAST OF CENTER LINE NORTH BOUND US-127, AND 3.6
 NF1294'FEET EAST OF GUARD RAIL.
 NF1294'
 NF1294'33005 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1294'MARK, 33005, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1294'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1294'IT IS 35.7 FEET SOUTH OF CENTER LINE HOLT ROAD, 52.2 FEET
 NF1294'NORTHWEST OF POWER POLE, AND 6 FEET EAST SOUTHEAST OF WITNESS
 NF1294'POST.
 NF1294'
 NF1294'NEAREST TOWN--HOLT.
 NF1294'
 NF1294'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 NF1294
 NF1294                          STATION RECOVERY (1994)
 NF1294
 NF1294'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1294'THE WITNESS POST WAS FOUND, BUT WE COULD NOT RECOVER THE STATION OR
 NF1294'REFERENCE MARKS 1 AND 2.  NEW GUARD-RAIL CONSTRUCTION AND SHOULDER
 NF1294'WORK MAY HAVE BURIED THE STATION DEEPER THAN DESCRIBED.  IN THE SECOND
 NF1294'PARAGRAPH, CHANGE 1.9 MILES (3.1 KM) TO 2.1 MILES (3.4 KM) AND IN THE
 NF1294'FOURTH PARAGRAPH, NEXT TO THE LAST LINE ADD (AFTER GUARD RAIL ON THE
 NF1294'NORTH SIDE OF THE BRIDGE.
 NF1294
 NF1294                          STATION RECOVERY (2003)
 NF1294
 NF1294'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1294'WITNESS POST DAMAGED. 342 FT N OF BRIDGE DECK OVER TRAIN TRACKS, 1 1/2
 NF1294'FT. W OF WITNESS POST, 1 FT. E OF GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1318 ***********************************************************************
 NF1318  DESIGNATION -  33005
 NF1318  PID         -  NF1318
 NF1318  STATE/COUNTY-  MI/INGHAM
 NF1318  COUNTRY     -  US
 NF1318  USGS QUAD   -  EAST LANSING (2017)
 NF1318
 NF1318                         *CURRENT SURVEY CONTROL
 NF1318  ______________________________________________________________________
 NF1318* NAD 83(1994) POSITION- 42 38 24.72963(N) 084 28 35.73626(W)   ADJUSTED
 NF1318* NAVD 88 ORTHO HEIGHT -   270.9   (meters)      889.    (feet) VERTCON3
 NF1318  ______________________________________________________________________
 NF1318  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 NF1318  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 NF1318  HORZ ORDER      -  SECOND
 NF1318
 NF1318.The horizontal coordinates were established by classical geodetic methods
 NF1318.and adjusted by the National Geodetic Survey in February 1997.
 NF1318
 NF1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1318
 NF1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1318.GEOID18 height accuracy estimate available here.
 NF1318
 NF1318.Click photographs - Photos may exist for this station.
 NF1318
 NF1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1318
 NF1318. The following values were computed from the NAD 83(1994) position.
 NF1318
 NF1318;                    North         East     Units Scale Factor Converg.
 NF1318;SPC MI S     -   126,656.466 3,990,985.105   MT  0.99991596   -0 04 29.3
 NF1318;SPC MI S     -   415,539.59 13,093,783.15   iFT  0.99991596   -0 04 29.3
 NF1318;UTM  16      - 4,723,948.208   706,880.342   MT  1.00012659   +1 42 35.8
 NF1318
 NF1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1318!SPC MI S     -   0.99996281  x   0.99991596  =   0.99987878
 NF1318!UTM  16      -   0.99996281  x   1.00012659  =   1.00008940
 NF1318
 NF1318:                Primary Azimuth Mark                     Grid Az
 NF1318:SPC MI S     -  33004                                    178 00 28.5
 NF1318:UTM  16      -  33004                                    176 13 23.4
 NF1318
 NF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0688023948(NAD 83)
 NF1318
 NF1318|---------------------------------------------------------------------|
 NF1318| PID    Reference Object                     Distance      Geod. Az  |
 NF1318|                                                           dddmmss.s |
 NF1318| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 4.7 KM 0164431.6 |
 NF1318| CH0612 33005 RM 1                           17.695 METERS 08903     |
 NF1318| NF1294 33004                               APPROX. 2.2 KM 1775559.2 |
 NF1318| CH0613 33005 RM 2                            8.188 METERS 26918     |
 NF1318| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 5.8 KM 2811302.8 |
 NF1318|---------------------------------------------------------------------|
 NF1318
 NF1318                          SUPERSEDED SURVEY CONTROL
 NF1318
 NF1318  NAD 83(1986)-  42 38 24.72903(N)    084 28 35.75476(W) AD(       ) 2
 NF1318  NAD 27      -  42 38 24.59971(N)    084 28 35.84018(W) AD(       ) 2
 NF1318  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 NF1318
 NF1318.Superseded values are not recommended for survey control.
 NF1318
 NF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1318.See file dsdata.pdf to determine how the superseded data were derived.
 NF1318
 NF1318_MARKER: DD = SURVEY DISK
 NF1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1318+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1318
 NF1318  HISTORY     - Date     Condition        Report By
 NF1318  HISTORY     - 1976     MONUMENTED       MIDH
 NF1318  HISTORY     - 20030913 GOOD             GEOCAC
 NF1318  HISTORY     - 20060429 GOOD             USPSQD
 NF1318
 NF1318                          STATION DESCRIPTION
 NF1318
 NF1318'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1318'THE STATION IS ABOUT 2 MILES EAST OF HOLT, 4-1/2 MILES NORTH
 NF1318'NORTHWEST OF MASON ON US-127 IN INGHAM COUNTY, ALAIEDON TOWNSHIP,
 NF1318'T3N, R1W, NW1/4 SECTION 19 ON STATE RIGHT OF WAY.
 NF1318'
 NF1318'TO REACH THE STATION FROM THE US POST OFFICE IN HOLT, GO EAST ON
 NF1318'HOLT ROAD 2.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1318'
 NF1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON US-127
 NF1318'1.3 MILES TO STATION 33004 MIDH ON THE LEFT AS DESCRIBED)
 NF1318'
 NF1318'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1318'CONTROL MARK, 33005, MDSH AND T, 1976.  SET IN THE TOP OF A 12
 NF1318'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1318'SURFACE.  IT IS 35.7 FEET SOUTH OF CENTER LINE HOLT ROAD, 52.2
 NF1318'FEET NORTHWEST OF POWER POLE, AND 6 FEET EAST OF WITNESS POST.
 NF1318'
 NF1318'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1318'33005.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1318'BELOW GROUND SURFACE.
 NF1318'
 NF1318'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1318'HCM, 33005 19768 RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1318'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 35.7
 NF1318'FEET SOUTH OF CENTER LINE HOLT ROAD, AND 46.5 FEET NORTHEAST OF
 NF1318'POWER POLE.
 NF1318'
 NF1318'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1318'T, HCM, 33005 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1318'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 35.4
 NF1318'FEET SOUTH OF CENTER LINE HOLT ROAD, AND 73.2 FEET NORTHWEST OF
 NF1318'POWER POLE.
 NF1318'
 NF1318'33004 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1318'MARK 33004 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1318'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1318'SURFACE.  IT IS 25.2 FEET EAST OF CENTER LINE NORTH BOUND US-127,
 NF1318'3.3 FEET EAST OF GUARD RAIL, AND 5 FEET NORTHEAST OF WITNESS
 NF1318'POST.
 NF1318'
 NF1318'NEAREST TOWN--HOLT.
 NF1318'
 NF1318'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 NF1318
 NF1318                          STATION RECOVERY (2003)
 NF1318
 NF1318'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1318'FOUND PARTIALLY BURIED ALONG SHOULDER OF ROAD.
 NF1318
 NF1318                          STATION RECOVERY (2006)
 NF1318
 NF1318'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1318'DIRECTLY ACROSS FROM RIDE SHARE PARKING LOT.
 NF1318'WITNESS POST MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1290 ***********************************************************************
 NF1290  DESIGNATION -  33006
 NF1290  PID         -  NF1290
 NF1290  STATE/COUNTY-  MI/INGHAM
 NF1290  COUNTRY     -  US
 NF1290  USGS QUAD   -  DANSVILLE (2017)
 NF1290
 NF1290                         *CURRENT SURVEY CONTROL
 NF1290  ______________________________________________________________________
 NF1290* NAD 83(1994) POSITION- 42 33 21.82890(N) 084 21 34.29256(W)   ADJUSTED
 NF1290* NAVD 88 ORTHO HEIGHT -   292.1   (meters)      958.    (feet) VERTCON3
 NF1290  ______________________________________________________________________
 NF1290  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 NF1290  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 NF1290  HORZ ORDER      -  SECOND
 NF1290
 NF1290.The horizontal coordinates were established by classical geodetic methods
 NF1290.and adjusted by the National Geodetic Survey in February 1997.
 NF1290
 NF1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1290
 NF1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1290.GEOID18 height accuracy estimate available here.
 NF1290
 NF1290.Click photographs - Photos may exist for this station.
 NF1290
 NF1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1290
 NF1290. The following values were computed from the NAD 83(1994) position.
 NF1290
 NF1290;                    North         East     Units Scale Factor Converg.
 NF1290;SPC MI S     -   117,304.775 4,000,586.410   MT  0.99992327   +0 00 17.5
 NF1290;SPC MI S     -   384,858.19 13,125,283.50   iFT  0.99992327   +0 00 17.5
 NF1290;UTM  16      - 4,714,897.711   716,770.303   MT  1.00017816   +1 47 11.3
 NF1290
 NF1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1290!SPC MI S     -   0.99995949  x   0.99992327  =   0.99988276
 NF1290!UTM  16      -   0.99995949  x   1.00017816  =   1.00013764
 NF1290
 NF1290:                Primary Azimuth Mark                     Grid Az
 NF1290:SPC MI S     -  33006 AZ MK                              013 06 23.0
 NF1290:UTM  16      -  33006 AZ MK                              011 19 29.2
 NF1290
 NF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1677014897(NAD 83)
 NF1290
 NF1290|---------------------------------------------------------------------|
 NF1290| PID    Reference Object                     Distance      Geod. Az  |
 NF1290|                                                           dddmmss.s |
 NF1290| CH0614 33006 AZ MK                                        0130640.5 |
 NF1290| NF1289 33006 MIDOT A PT 1976                 7.711 METERS 06731     |
 NF1290| NF1288 DANSVILLE ATT MICROWAVE             APPROX. 3.6 KM 0792324.0 |
 NF1290| CH0615 33006 RM 1                           14.260 METERS 08903     |
 NF1290| CH0616 33006 RM 2                           11.256 METERS 27113     |
 NF1290|---------------------------------------------------------------------|
 NF1290
 NF1290                          SUPERSEDED SURVEY CONTROL
 NF1290
 NF1290  NAD 83(1986)-  42 33 21.82919(N)    084 21 34.31344(W) AD(       ) 2
 NF1290  NAD 27      -  42 33 21.69873(N)    084 21 34.41753(W) AD(       ) 2
 NF1290  NGVD 29 (07/19/86)  292.2    (m)          959.     (f) VERT ANG       
 NF1290
 NF1290.Superseded values are not recommended for survey control.
 NF1290
 NF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1290.See file dsdata.pdf to determine how the superseded data were derived.
 NF1290
 NF1290_MARKER: DD = SURVEY DISK
 NF1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1290
 NF1290  HISTORY     - Date     Condition        Report By
 NF1290  HISTORY     - 1976     MONUMENTED       MIDH
 NF1290  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 NF1290
 NF1290                          STATION DESCRIPTION
 NF1290
 NF1290'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1290'THE STATION IS ABOUT 2-1/2 MILES WEST OF DANSVILLE, 4-1/2 MILES
 NF1290'EAST SOUTHEAST OF MASON ON M-36 IN INGHAM COUNTY, INGHAM TOWNSHIP,
 NF1290'T2N, R1E, SE1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1290'
 NF1290'TO REACH THE STATION FROM THE US POST OFFICE IN MASON, GO EAST
 NF1290'SOUTHEAST ON M-36 4.7 MILES TO THE STATION ON THE LEFT AS
 NF1290'DESCRIBED.
 NF1290'
 NF1290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON M-36 0.1 MILES
 NF1290'TO MERIDIAN ROAD, TURN LEFT AND GO NORTH ON MERIDIAN ROAD 0.7 MILES
 NF1290'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1290'
 NF1290'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1290'CONTROL MARK, 33006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1290'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1290'IT IS 66 FEET NORTHWEST OF YELLOW GAS LINE MARKER POST, 24 FEET
 NF1290'NORTH OF CENTER LINE M-36, AND 5 FEET NORTHWEST OF WITNESS POST.
 NF1290'
 NF1290'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1290'33006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1290'BELOW GROUND SURFACE.
 NF1290'
 NF1290'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1290'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.2
 NF1290'FEET NORTH OF CENTER LINE M-36, AND 43.3 FEET NORTH NORTHWEST OF
 NF1290'YELLOW GAS LINE MARKER POST.
 NF1290'
 NF1290'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1290'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.3
 NF1290'FEET NORTH OF CENTER LINE M-36, AND 73.4 FEET NORTHEAST OF 33 INCH
 NF1290'MAPLE.
 NF1290'
 NF1290'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1290'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1290'SURFACE.  IT IS 12 FEET SOUTHWEST OF 12 INCH HICKORY, 21 FEET EAST
 NF1290'OF CENTER LINE MERIDIAN ROAD, 51.6 FEET EAST NORTHEAST OF POWER
 NF1290'POLE, AND 6.6 FEET NORTH OF WITNESS POST.
 NF1290'
 NF1290'NEAREST TOWN--DANSVILLE.
 NF1290'
 NF1290'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 NF1290
 NF1290                          STATION RECOVERY (2005)
 NF1290
 NF1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (BPV)
 NF1290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1281 ***********************************************************************
 NF1281  DESIGNATION -  33007
 NF1281  PID         -  NF1281
 NF1281  STATE/COUNTY-  MI/INGHAM
 NF1281  COUNTRY     -  US
 NF1281  USGS QUAD   -  WILLIAMSTON (2017)
 NF1281
 NF1281                         *CURRENT SURVEY CONTROL
 NF1281  ______________________________________________________________________
 NF1281* NAD 83(2011) POSITION- 42 40 02.45101(N) 084 20 31.33757(W)   ADJUSTED
 NF1281* NAD 83(2011) ELLIP HT-   237.802 (meters)        (06/27/12)   ADJUSTED
 NF1281* NAD 83(2011) EPOCH   -  2010.00
 NF1281* NAVD 88 ORTHO HEIGHT -   271.2   (meters)      890.    (feet) VERTCON3
 NF1281  ______________________________________________________________________
 NF1281  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 NF1281  NAD 83(2011) X  -    463,100.437 (meters)                     COMP
 NF1281  NAD 83(2011) Y  - -4,674,368.074 (meters)                     COMP
 NF1281  NAD 83(2011) Z  -  4,300,563.328 (meters)                     COMP
 NF1281  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 NF1281  OBS GRAVITY     -    980,330.8   (mgal)                       GRAV_OBS
 NF1281
 NF1281
 NF1281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1281  Standards:
 NF1281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1281  -------------------------------------------------------------------
 NF1281  NETWORK    1.72   2.27           0.54   0.81   1.16      0.02124082
 NF1281  -------------------------------------------------------------------
 NF1281  Click here for local accuracies and other accuracy information.
 NF1281
 NF1281.The horizontal coordinates were established by GPS observations
 NF1281.and adjusted by the National Geodetic Survey in June 2012.
 NF1281
 NF1281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1281.been affixed to the stable North American tectonic plate. See 
 NF1281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1281
 NF1281.The horizontal coordinates are valid at the epoch date displayed above
 NF1281.which is a decimal equivalence of Year/Month/Day.
 NF1281
 NF1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1281
 NF1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1281.GEOID18 height accuracy estimate available here.
 NF1281
 NF1281.Click photographs - Photos may exist for this station.
 NF1281
 NF1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1281
 NF1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1281
 NF1281.The ellipsoidal height was determined by GPS observations
 NF1281.and is referenced to NAD 83.
 NF1281
 NF1281.The observed gravity was obtained from relative gravimeter ties
 NF1281.to the IGSN71 gravity network.
 NF1281
 NF1281. The following values were computed from the NAD 83(2011) position.
 NF1281
 NF1281;                    North         East     Units Scale Factor Converg.
 NF1281;SPC MI S     -   129,666.030 4,002,018.854   MT  0.99991406   +0 01 00.3
 NF1281;SPC MI S     -   425,413.48 13,129,983.12   iFT  0.99991406   +0 01 00.3
 NF1281;UTM  16      - 4,727,300.816   717,817.613   MT  1.00018375   +1 48 07.6
 NF1281
 NF1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1281!SPC MI S     -   0.99996271  x   0.99991406  =   0.99987677
 NF1281!UTM  16      -   0.99996271  x   1.00018375  =   1.00014645
 NF1281
 NF1281:                Primary Azimuth Mark                     Grid Az
 NF1281:SPC MI S     -  33007 AZ MK                              278 43 07.6
 NF1281:UTM  16      -  33007 AZ MK                              276 56 00.3
 NF1281
 NF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1781727300(NAD 83)
 NF1281
 NF1281|---------------------------------------------------------------------|
 NF1281| PID    Reference Object                     Distance      Geod. Az  |
 NF1281|                                                           dddmmss.s |
 NF1281| CH0617 33007 RM 1                            8.460 METERS 09709     |
 NF1281| CH0618 33007 RM 2                           10.318 METERS 27807     |
 NF1281| NF1752 33007 AZ MK                         APPROX. 0.7 KM 2784407.9 |
 NF1281| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 9.8 KM 2785118.0 |
 NF1281| NF1280 33007 MIDOT A PT 1976                 5.423 METERS 31340     |
 NF1281|---------------------------------------------------------------------|
 NF1281
 NF1281                          SUPERSEDED SURVEY CONTROL
 NF1281
 NF1281  NAD 83(2007)-  42 40 02.45105(N)    084 20 31.33852(W) AD(2002.00) 0
 NF1281  ELLIP H (02/10/07)  237.821  (m)                       GP(2002.00)    
 NF1281  ELLIP H (07/17/02)  237.879  (m)                       GP(       ) 4 1
 NF1281  NAD 83(1994)-  42 40 02.44974(N)    084 20 31.33635(W) AD(       ) 2
 NF1281  ELLIP H (02/03/97)  237.943  (m)                       GP(       ) 4 1
 NF1281  NAD 83(1986)-  42 40 02.45067(N)    084 20 31.35860(W) AD(       ) 2
 NF1281  NAD 27      -  42 40 02.32343(N)    084 20 31.46295(W) AD(       ) 2
 NF1281  NGVD 29 (08/17/92)  271.4    (m)  UNKNOWN  model used  GPS OBS        
 NF1281  NGVD 29 (07/19/86)  271.4    (m)          890.     (f) VERT ANG       
 NF1281
 NF1281.Superseded values are not recommended for survey control.
 NF1281
 NF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1281.See file dsdata.pdf to determine how the superseded data were derived.
 NF1281
 NF1281_MARKER: DD = SURVEY DISK
 NF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1281_STAMPING: 33007 1976
 NF1281_MARK LOGO: MIDH
 NF1281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1281+STABILITY: SURFACE MOTION
 NF1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1281+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF1281
 NF1281  HISTORY     - Date     Condition        Report By
 NF1281  HISTORY     - 1976     MONUMENTED       MIDH
 NF1281  HISTORY     - 1976     GOOD             MIDT
 NF1281  HISTORY     - 19891110 GOOD             MIDH
 NF1281  HISTORY     - 19901108 GOOD
 NF1281  HISTORY     - 19940913 GOOD             USPSQD
 NF1281
 NF1281                          STATION DESCRIPTION
 NF1281
 NF1281'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1281'THE STATION IS ABOUT 3-1/2 MILES WEST SOUTHWEST OF WILLIAMSTON,
 NF1281'8 MILES EAST OF THE INTERSECTION OF I-96 AND I-496 ON THE SOUTHEAST
 NF1281'SIDE OF LANSING ON I-96 IN INGHAM COUNTY, WHEATFIELD TOWNSHIP, T3N,
 NF1281'R1E, NE1/4 SECTION 8 ON STATE RIGHT OF WAY.
 NF1281'
 NF1281'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND I-96 GO
 NF1281'EAST ON I-96 7.8 MILES TO THE STATION ON THE LEFT ACROSS I-96
 NF1281'WEST BOUND LANE AS DESCRIBED.
 NF1281'
 NF1281'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON I-96 0.4 MILES TO
 NF1281'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1281'
 NF1281'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1281'CONTROL MARK, 33007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1281'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1281'IT IS 30.5 FEET NORTH OF CENTER LINE WEST BOUND I-96, 4 FEET
 NF1281'NORTH OF EAST END OF STEEL GUARD RAIL, 77.7 FEET EAST SOUTHEAST
 NF1281'OF NORTHEAST CORNER OF NORTH END OF BOX CULVERT, AND 5 FEET
 NF1281'SOUTHWEST OF WITNESS POST.
 NF1281'
 NF1281'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1281'33007.  SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1281'GROUND SURFACE.
 NF1281'
 NF1281'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1281'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1281'IT IS 31.4 FEET NORTH OF CENTER LINE WEST BOUND I-96, 27 FEET EAST
 NF1281'NORTHEAST OF EAST END OF GUARD RAIL, AND 71 FEET SOUTH OF WOVEN
 NF1281'WIRE FENCE.
 NF1281'
 NF1281'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1281'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1281'IT IS 31 FEET NORTH OF CENTER LINE WEST BOUND I-96, 6.8 FEET
 NF1281'NORTH OF GUARD RAIL, AND 43.2 FEET EAST SOUTHEAST OF NORTHEAST
 NF1281'CORNER OF NORTH END OF BOX CULVERT.
 NF1281'
 NF1281'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1281'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1281'SURFACE.  IT IS 26 FEET WEST OF NORTH END OF CULVERT, 36.7
 NF1281'FEET NORTH OF CENTER LINE WEST BOUND I-96, 64.5 FEET SOUTH OF
 NF1281'WOVEN WIRE FENCE, AND 6 FEET SOUTH SOUTHEAST OF WITNESS POST.
 NF1281'
 NF1281'NEAREST TOWN--WILLIAMSTON.
 NF1281'
 NF1281'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 NF1281
 NF1281                          STATION RECOVERY (1976)
 NF1281
 NF1281'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1976
 NF1281'RECOVERED IN GOOD CONDITION.
 NF1281
 NF1281                          STATION RECOVERY (1989)
 NF1281
 NF1281'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1281'STATION IS LOCATED IN QUAD. 420841, ABOUT 3.5 MI (5.6 KM) WEST
 NF1281'SOUTHWEST OF WILLIAMSTON, 8.0 MI (12.9 KM) EAST OF THE INTERSECTION
 NF1281'OF I-96 AND I-496 ON THE SOUTHEAST SIDE OF LANSING ON I-96,
 NF1281'WHEATFIELD TOWNSHIP, T-3-N, R-1-E, NE 1/4 OF SEC. 8 AND ON HIGHWAY
 NF1281'RIGHT-OF-WAY.
 NF1281'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 127 AND I-96, GO
 NF1281'EAST ON I-96 FOR 7.8 MI (12.6 KM) TO THE STATION ON THE LEFT ACCROSS
 NF1281'I-96 WEST BOUND LANE AS DESCRIBED.
 NF1281'STATION IS SET FLUSH WITH THE GROUND.  IT IS 30.5 FT (9.3 M) NORTH
 NF1281'FROM THE CENTER OF THE WEST BOUND LANES OF I-96, 77.7 FT (23.7 M)
 NF1281'EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTH END OF A BOX
 NF1281'CULVERT, 5.0 FT (1.5 M) SOUTHWEST OF A METAL WITNESS POST AND 4.0 FT
 NF1281'(1.2 M) NORTH OF EAST END OF STEEL GUARDRAIL.
 NF1281
 NF1281                          STATION RECOVERY (1990)
 NF1281
 NF1281'RECOVERED 1990
 NF1281'RECOVERED IN GOOD CONDITION.
 NF1281
 NF1281                          STATION RECOVERY (1994)
 NF1281
 NF1281'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1281'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED, HOWEVER, THE STATION
 NF1281'MARK WAS FOUND 12 TO 16-INCHES BELOW THE SURFACE OF THE GROUND
 NF1281'(DESCRIPTION SAID FLUSH WITH GROUND), AND THE AZIMUTH WAS FOUND
 NF1281'2-INCHES DEEPER THAN DESCRIBED.  NEITHER REFERENCE MARKS COULD BE
 NF1281'LOCATED FROM DESCRIPTION.  NEW SHOULDER AND GUARD RAIL CONSTRUCTION
 NF1281'MAY HAVE BURIED ALL MARKERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1752 ***********************************************************************
 NF1752  DESIGNATION -  33007 AZ MK
 NF1752  PID         -  NF1752
 NF1752  STATE/COUNTY-  MI/INGHAM
 NF1752  COUNTRY     -  US
 NF1752  USGS QUAD   -  WILLIAMSTON (2017)
 NF1752
 NF1752                         *CURRENT SURVEY CONTROL
 NF1752  ______________________________________________________________________
 NF1752* NAD 83(1994) POSITION- 42 40 05.73501(N) 084 21 00.31702(W)   ADJUSTED
 NF1752* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 NF1752  ______________________________________________________________________
 NF1752  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 NF1752  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 NF1752  HORZ ORDER      -  SECOND
 NF1752
 NF1752.The horizontal coordinates were established by classical geodetic methods
 NF1752.and adjusted by the National Geodetic Survey in February 1997.
 NF1752
 NF1752.The orthometric height was scaled from a topographic map.
 NF1752
 NF1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1752.GEOID18 height accuracy estimate available here.
 NF1752
 NF1752.Click photographs - Photos may exist for this station.
 NF1752
 NF1752.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1752
 NF1752. The following values were computed from the NAD 83(1994) position.
 NF1752
 NF1752;                    North         East     Units Scale Factor Converg.
 NF1752;SPC MI S     -   129,767.195 4,001,358.968   MT  0.99991400   +0 00 40.6
 NF1752;SPC MI S     -   425,745.39 13,127,818.14   iFT  0.99991400   +0 00 40.6
 NF1752;UTM  16      - 4,727,381.394   717,154.719   MT  1.00018020   +1 47 48.1
 NF1752
 NF1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1752!SPC MI S     -   0.99996239  x   0.99991400  =   0.99987640
 NF1752!UTM  16      -   0.99996239  x   1.00018020  =   1.00014259
 NF1752
 NF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715427381(NAD 83)
 NF1752
 NF1752                          SUPERSEDED SURVEY CONTROL
 NF1752
 NF1752  NAD 83(1986)-  42 40 05.73588(N)    084 21 00.33931(W) AD(       ) 2
 NF1752
 NF1752.Superseded values are not recommended for survey control.
 NF1752
 NF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1752.See file dsdata.pdf to determine how the superseded data were derived.
 NF1752
 NF1752_MARKER: DD = SURVEY DISK
 NF1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1752_STAMPING: HCM 33007 1976 AZI MARK
 NF1752_MARK LOGO: MIDH
 NF1752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1752+STABILITY: SURFACE MOTION
 NF1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1752+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1989
 NF1752
 NF1752  HISTORY     - Date     Condition        Report By
 NF1752  HISTORY     - 1976     MONUMENTED       MIDH
 NF1752  HISTORY     - 19891110 GOOD             MIDH
 NF1752
 NF1752                          STATION DESCRIPTION
 NF1752
 NF1752'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1752'STATION IS LOCATED IN QUAD. 420841, ABOUT 3.5 MI (5.6 KM) WEST
 NF1752'SOUTHWEST OF WILLIAMSTON, 7.5 MI (12.1 KM) EAST OF THE INTERSECTION
 NF1752'OF I-96 AND I-496 ON THE SOUTHEAST SIDE OF LANSING ON I-96,
 NF1752'WHEATFIELD TOWNSHIP, T-3-N, R-1-E, NE 1/4 OF SEC. 8 AND ON HIGHWAY
 NF1752'RIGHT-OF-WAY.
 NF1752'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 127 AND I-96, GO
 NF1752'EAST ON I-96 FOR 7.4 MI (11.9 KM) TO THE STATION ON THE LEFT ACCROSS
 NF1752'I-96 WEST BOUND LANE AS DESCRIBED.
 NF1752'STATION IS SET PROJECTING ABOUT 2 INCHES.  IT IS 26.0 FT (7.9 M) WEST
 NF1752'FROM THE NORTH END OF CULVERT, 36.7 FT (11.2 M) NORTH OF CENTER LINE
 NF1752'WEST BOUND I-96, 64.5 FT (19.7 M) SOUTH OF WOVEN WIRE FENCE AND 6.0
 NF1752'FT (1.8 M) SOUTH SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1306 ***********************************************************************
 NF1306  DESIGNATION -  33008
 NF1306  PID         -  NF1306
 NF1306  STATE/COUNTY-  MI/INGHAM
 NF1306  COUNTRY     -  US
 NF1306  USGS QUAD   -  EAST LANSING (2017)
 NF1306
 NF1306                         *CURRENT SURVEY CONTROL
 NF1306  ______________________________________________________________________
 NF1306* NAD 83(1994) POSITION- 42 40 42.35641(N) 084 26 45.12615(W)   ADJUSTED
 NF1306* NAVD 88 ORTHO HEIGHT -   270.7   (meters)      888.    (feet) VERTCON3
 NF1306  ______________________________________________________________________
 NF1306  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 NF1306  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 NF1306  HORZ ORDER      -  SECOND
 NF1306
 NF1306.The horizontal coordinates were established by classical geodetic methods
 NF1306.and adjusted by the National Geodetic Survey in February 1997.
 NF1306
 NF1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1306
 NF1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1306.GEOID18 height accuracy estimate available here.
 NF1306
 NF1306.Click photographs - Photos may exist for this station.
 NF1306
 NF1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1306
 NF1306. The following values were computed from the NAD 83(1994) position.
 NF1306
 NF1306;                    North         East     Units Scale Factor Converg.
 NF1306;SPC MI S     -   130,900.055 3,993,508.803   MT  0.99991335   -0 03 14.0
 NF1306;SPC MI S     -   429,462.12 13,102,063.00   iFT  0.99991335   -0 03 14.0
 NF1306;UTM  16      - 4,728,269.306   709,271.128   MT  1.00013883   +1 43 55.3
 NF1306
 NF1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1306!SPC MI S     -   0.99996283  x   0.99991335  =   0.99987618
 NF1306!UTM  16      -   0.99996283  x   1.00013883  =   1.00010165
 NF1306
 NF1306:                Primary Azimuth Mark                     Grid Az
 NF1306:SPC MI S     -  33008 AZ MK                              267 49 34.5
 NF1306:UTM  16      -  33008 AZ MK                              266 02 25.2
 NF1306
 NF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0927128269(NAD 83)
 NF1306
 NF1306|---------------------------------------------------------------------|
 NF1306| PID    Reference Object                     Distance      Geod. Az  |
 NF1306|                                                           dddmmss.s |
 NF1306| CH0620 33008 RM 1                           10.695 METERS 08830     |
 NF1306| CH0619 33008 AZ MK                                        2674620.5 |
 NF1306| CH0621 33008 RM 2                           10.675 METERS 26931     |
 NF1306| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 1.2 KM 2830157.2 |
 NF1306| NF1307 33008 MIDOT A PT 1976                 5.832 METERS 29534     |
 NF1306|---------------------------------------------------------------------|
 NF1306
 NF1306                          SUPERSEDED SURVEY CONTROL
 NF1306
 NF1306  NAD 83(1986)-  42 40 42.35562(N)    084 26 45.14499(W) AD(       ) 2
 NF1306  NAD 27      -  42 40 42.22831(N)    084 26 45.23389(W) AD(       ) 2
 NF1306  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 NF1306
 NF1306.Superseded values are not recommended for survey control.
 NF1306
 NF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1306.See file dsdata.pdf to determine how the superseded data were derived.
 NF1306
 NF1306_MARKER: DD = SURVEY DISK
 NF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1306_STAMPING: 33008 1976
 NF1306_MARK LOGO: MIDH
 NF1306_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1306+STABILITY: SURFACE MOTION
 NF1306
 NF1306  HISTORY     - Date     Condition        Report By
 NF1306  HISTORY     - 1976     MONUMENTED       MIDH
 NF1306  HISTORY     - 19940913 GOOD             USPSQD
 NF1306  HISTORY     - 19950405 GOOD             USPSQD
 NF1306  HISTORY     - 20030419 GOOD             USPSQD
 NF1306
 NF1306                          STATION DESCRIPTION
 NF1306
 NF1306'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1306'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHWEST OF CKEMOS
 NF1306'AND 6-1/2 MILES SOUTHEAST OF LANSING (BOTH STRAIGHT LINE MEAS.).  IT
 NF1306'IS IN THE SOUTHERN PART OF THE NORTHEAST QUARTER OF SECTION 5, T 3
 NF1306'N, R 1 W, THIS BEING ALAIEDON TWP.
 NF1306'
 NF1306'TO REACH THE STATION FROM THE OKEMOS RD. INTERCHANGE WITH I-96, GO
 NF1306'WEST ON WESTBOUND I-96 0.7 MILES TO THE STATION ON THE RIGHT AS
 NF1306'DESCRIBED.
 NF1306'
 NF1306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON I-96 0.7
 NF1306'MILES TO OKEMOS RD..  THEN GO SOUTH ON OKEMOS RD. 0.5 MILES TO
 NF1306'SANDHILL RD..  THEN GO WEST ON SANDHILL RD. 2.7 MILES TO COLLEGE
 NF1306'RD..  GO NORTH ON COLLEGE RD. 0.5 MILES TO THE AZIMUTH MARK ON THE
 NF1306'RIGHT AS DESCRIBED IN THE SOUTHEAST QUADRANT OF COLLEGE RD. AND
 NF1306'EASTBOUND I-96.
 NF1306'
 NF1306'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1306'CONTROL MARK, 33008, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1306'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 NF1306'THE GROUND SURFACE.  IT IS 197.0 FEET EAST-NORTHEAST OF MILE 109
 NF1306'MARKER, 22.0 FEET NORTH OF THE NORTH EDGE OF WESTBOUND I-96, 69.0
 NF1306'FEET SOUTH OF THE R.O.W. FENCE, AND 5.1 FEET SOUTH OF A STEEL
 NF1306'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1306'STAMPED HCM, FA, ROW, 33008 SET IN THE TOP OF AN IRREGULAR
 NF1306'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1306'
 NF1306'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1306'1, HCM, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1306'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NF1306'IT IS 34.7 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 69.5
 NF1306'FEET SOUTH OF THE R.O.W. FENCE, AND 76.0 FEET NORTHWEST OF
 NF1306'PAVEMENT STATION STENCILL 252+00.
 NF1306'
 NF1306'REFERENCE MARK 2 IS A 3-1/2 BRASS DISK STAMPED REFERENCE MARK 2, HCM,
 NF1306'MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1306'MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 34
 NF1306'FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 69 FEET SOUTH OF
 NF1306'THE R.O.W. FENCE, AND 47 FEET NORTHWEST OF PAVEMENT STATION STENCIL
 NF1306'251+00.
 NF1306'
 NF1306'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1306'HCM, 33008, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1306'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NF1306'IT IS 19.4 FEET EAST OF THE CENTERLINE OF COLLEGE RD., 2.8 FEET
 NF1306'EAST OF A GUARD RAIL, 13.7 FEET WEST-SOUTHWEST OF THE WEST END OF
 NF1306'THE R.O.W. FENCE, AND 5.0 FEET NORTH-NORTHWEST OF A STEEL
 NF1306'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED
 NF1306'HCM, FA, ROW, AZI MARK SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1306'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1306'
 NF1306'NEAREST TOWN--OKEMOS.
 NF1306'
 NF1306'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 NF1306
 NF1306                          STATION RECOVERY (1994)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1306'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 NF1306'RECOVERED AS DESCRIBED.  HOWEVER, THE WITNESS POST WAS GONE AT THE
 NF1306'STATION AND MEASUREMENTS FROM THE MILE 109 MARKER WERE NEEDED TO
 NF1306'RECOVER THE STATION.  REFERENCE MARK 1 IS LOCATED 35 FT (10.7 M) EAST
 NF1306'OF THE STATION MARK AND 13 FT (4.0 M) SOUTH OF THE PAVED SHOULDER.
 NF1306'REFERENCE MARK 2 IS LOCATED 35 FT (10.7 M) WEST OF THE STATION MARK
 NF1306'AND 13 FT (4.0 M) SOUTH OF THE PAVED SHOULDER.
 NF1306
 NF1306                          STATION RECOVERY (1995)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1306'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 NF1306'RECOVERED AS DESCRIBED.  HOWEVER, SEE REPORT DATED SEPTEMBER 13, 1994.
 NF1306
 NF1306                          STATION RECOVERY (2003)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1306'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1316 ***********************************************************************
 NF1316  DESIGNATION -  33009
 NF1316  PID         -  NF1316
 NF1316  STATE/COUNTY-  MI/INGHAM
 NF1316  COUNTRY     -  US
 NF1316  USGS QUAD   -  EAST LANSING (2017)
 NF1316
 NF1316                         *CURRENT SURVEY CONTROL
 NF1316  ______________________________________________________________________
 NF1316* NAD 83(1994) POSITION- 42 40 28.73890(N) 084 29 42.41455(W)   ADJUSTED
 NF1316* NAVD 88 ORTHO HEIGHT -   275.6   (meters)      904.    (feet) VERTCON3
 NF1316  ______________________________________________________________________
 NF1316  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 NF1316  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 NF1316  HORZ ORDER      -  SECOND
 NF1316
 NF1316.The horizontal coordinates were established by classical geodetic methods
 NF1316.and adjusted by the National Geodetic Survey in February 1997.
 NF1316
 NF1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1316
 NF1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1316.GEOID18 height accuracy estimate available here.
 NF1316
 NF1316.Click photographs - Photos may exist for this station.
 NF1316
 NF1316.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1316
 NF1316. The following values were computed from the NAD 83(1994) position.
 NF1316
 NF1316;                    North         East     Units Scale Factor Converg.
 NF1316;SPC MI S     -   130,484.869 3,989,472.008   MT  0.99991359   -0 05 14.7
 NF1316;SPC MI S     -   428,099.96 13,088,818.92   iFT  0.99991359   -0 05 14.7
 NF1316;UTM  16      - 4,727,728.398   705,248.368   MT  1.00011831   +1 41 54.6
 NF1316
 NF1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1316!SPC MI S     -   0.99996207  x   0.99991359  =   0.99987566
 NF1316!UTM  16      -   0.99996207  x   1.00011831  =   1.00008037
 NF1316
 NF1316:                Primary Azimuth Mark                     Grid Az
 NF1316:SPC MI S     -  33010                                    243 03 22.7
 NF1316:UTM  16      -  33010                                    241 16 13.4
 NF1316
 NF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0524827728(NAD 83)
 NF1316
 NF1316|---------------------------------------------------------------------|
 NF1316| PID    Reference Object                     Distance      Geod. Az  |
 NF1316|                                                           dddmmss.s |
 NF1316| CH0622 33009 RM 1                           10.550 METERS 15844     |
 NF1316| NF1496 33010                               APPROX. 2.6 KM 2425808.0 |
 NF1316| CH0623 33009 RM 2                           26.904 METERS 24632     |
 NF1316| NF1502 LANSING RAD STA WITL MAST           APPROX. 0.5 KM 2801421.4 |
 NF1316|---------------------------------------------------------------------|
 NF1316
 NF1316                          SUPERSEDED SURVEY CONTROL
 NF1316
 NF1316  NAD 83(1986)-  42 40 28.73805(N)    084 29 42.43308(W) AD(       ) 2
 NF1316  NAD 27      -  42 40 28.61190(N)    084 29 42.51454(W) AD(       ) 2
 NF1316  NGVD 29 (07/19/86)  275.7    (m)          905.     (f) VERT ANG       
 NF1316
 NF1316.Superseded values are not recommended for survey control.
 NF1316
 NF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1316.See file dsdata.pdf to determine how the superseded data were derived.
 NF1316
 NF1316_MARKER: DD = SURVEY DISK
 NF1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1316
 NF1316  HISTORY     - Date     Condition        Report By
 NF1316  HISTORY     - 1976     MONUMENTED       MIDH
 NF1316  HISTORY     - 19970707 GOOD             WOOLPT
 NF1316
 NF1316                          STATION DESCRIPTION
 NF1316
 NF1316'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1316'THE STATION IS APPROXIMATELY 5 MILES SOUTHEAST OF LANSING AND 4-1/2
 NF1316'MILES SOUTH OF EAST LANSING (BOTH STRAIGHT LINE MEAS.).  IT IS NEAR
 NF1316'THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1, T3 N,
 NF1316'R 2 W, THIS BEING LANSING TWP, INGHAM CO.
 NF1316'
 NF1316'TO REACH THE STATION FROM THE INTERSECTION OF M-43 AND SOUTHBOUND
 NF1316'US-127, GO SOUTH ON US-127 4.9 MILES TO THE STATION ON THE LEFT
 NF1316'ACROSS THE MEDIAN, IN THE SOUTHWEST QUADRANT OF NORTHBOUND US-127 AND
 NF1316'EASTBOUND I-96 AS DESCRIBED.
 NF1316'
 NF1316'NO AZIMUTH MARK WAS SET BECAUSE STATION 33010 MIDH WAS SIGHTED TO
 NF1316'THE WEST-SOUTHWEST AND USED AS AN AZIMUTH.
 NF1316'
 NF1316'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1316'CONTROL MARK, 33009, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1316'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1316'SURFACE.  IT IS 21.0 FEET WEST OF THE CENTERLINE OF US-127
 NF1316'NORTHBOUND, 7.4 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A
 NF1316'BRIDGE GUARD RAIL, 9.0 FEET NORTH-NORTHEAST OF THE EAST END OF
 NF1316'AN EAST-WEST GUARD RAIL, AND 3.6 FEET NORTHEAST OF A STEEL WITNESS
 NF1316'POST.  THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1316'ROW, 33009 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1316'ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1316'
 NF1316'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1316'1, HCM 33009, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1316'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 NF1316'IT IS 22.3 FEET WEST OF THE CENTERLINE OF NORTHBOUND US-127, 15.0
 NF1316'FEET SOUTH OF THE SOUTHWEST CORNER OF A GUTTER PAN, AND 26.8 FEET
 NF1316'SOUTH-SOUTHEAST OF THE EAST END OF AN EAST-WEST GUARD RAIL.
 NF1316'
 NF1316'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1316'2, HCM 33009, MDSH AND T, 1976 SET IN THE TOP OF A CONCRETE
 NF1316'WINGWALL.  IT IS 11.2 FEET EAST OF THE SOUTH END OF A BRIDGE
 NF1316'RAILING, 2.3 FEET WEST OF THE EAST END OF A WINGWALL, AND 16.5 FEET
 NF1316'NORTH OF AN EAST-WEST GUARD RAIL.
 NF1316'
 NF1316'NEAREST TOWN--LANSING.
 NF1316'
 NF1316'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 NF1316
 NF1316                          STATION RECOVERY (1997)
 NF1316
 NF1316'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1496 ***********************************************************************
 NF1496  DESIGNATION -  33010
 NF1496  PID         -  NF1496
 NF1496  STATE/COUNTY-  MI/INGHAM
 NF1496  COUNTRY     -  US
 NF1496  USGS QUAD   -  LANSING SOUTH (2017)
 NF1496
 NF1496                         *CURRENT SURVEY CONTROL
 NF1496  ______________________________________________________________________
 NF1496* NAD 83(1994) POSITION- 42 39 50.08399(N) 084 31 25.03737(W)   ADJUSTED
 NF1496* NAVD 88 ORTHO HEIGHT -   274.176 (meters)      899.53  (feet) ADJUSTED
 NF1496  ______________________________________________________________________
 NF1496  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 NF1496  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 NF1496  DYNAMIC HEIGHT  -        274.095 (meters)      899.26  (feet) COMP
 NF1496  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NF1496
 NF1496  HORZ ORDER      -  SECOND
 NF1496  VERT ORDER      -  FIRST     CLASS II
 NF1496
 NF1496.The horizontal coordinates were established by classical geodetic methods
 NF1496.and adjusted by the National Geodetic Survey in February 1997.
 NF1496
 NF1496.The orthometric height was determined by differential leveling and
 NF1496.adjusted by the NATIONAL GEODETIC SURVEY
 NF1496.in January 2002.
 NF1496
 NF1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1496.GEOID18 height accuracy estimate available here.
 NF1496
 NF1496.Click photographs - Photos may exist for this station.
 NF1496
 NF1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1496
 NF1496.The dynamic height is computed by dividing the NAVD 88
 NF1496.geopotential number by the normal gravity value computed on the
 NF1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1496.degrees latitude (g = 980.6199 gals.).
 NF1496
 NF1496.The modeled gravity was interpolated from observed gravity values.
 NF1496
 NF1496. The following values were computed from the NAD 83(1994) position.
 NF1496
 NF1496;                    North         East     Units Scale Factor Converg.
 NF1496;SPC MI S     -   129,296.148 3,987,133.329   MT  0.99991429   -0 06 24.5
 NF1496;SPC MI S     -   424,199.96 13,081,146.09   iFT  0.99991429   -0 06 24.5
 NF1496;UTM  16      - 4,726,467.125   702,947.411   MT  1.00010676   +1 40 43.7
 NF1496
 NF1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1496!SPC MI S     -   0.99996230  x   0.99991429  =   0.99987659
 NF1496!UTM  16      -   0.99996230  x   1.00010676  =   1.00006905
 NF1496
 NF1496:                Primary Azimuth Mark                     Grid Az
 NF1496:SPC MI S     -  33009                                    063 03 22.9
 NF1496:UTM  16      -  33009                                    061 16 14.7
 NF1496
 NF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0294726467(NAD 83)
 NF1496
 NF1496|---------------------------------------------------------------------|
 NF1496| PID    Reference Object                     Distance      Geod. Az  |
 NF1496|                                                           dddmmss.s |
 NF1496| AH7856 33010 RM 1                            6.710 METERS 00550     |
 NF1496| NF1502 LANSING RAD STA WITL MAST           APPROX. 2.2 KM 0543136.1 |
 NF1496| NF1316 33009                               APPROX. 2.6 KM 0625658.4 |
 NF1496| AH7857 33010 RM 2                            7.241 METERS 18216     |
 NF1496| NF1495 33010 MIDOT A PT 1976                28.211 METERS 18806     |
 NF1496| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 2.4 KM 2310835.7 |
 NF1496|---------------------------------------------------------------------|
 NF1496
 NF1496                          SUPERSEDED SURVEY CONTROL
 NF1496
 NF1496  NAD 83(1986)-  42 39 50.08304(N)    084 31 25.05583(W) AD(       ) 2
 NF1496  NAD 27      -  42 39 49.95607(N)    084 31 25.13420(W) AD(       ) 2
 NF1496  NGVD 29 (07/19/86)  274.2    (m)          900.     (f) VERT ANG       
 NF1496
 NF1496.Superseded values are not recommended for survey control.
 NF1496
 NF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1496.See file dsdata.pdf to determine how the superseded data were derived.
 NF1496
 NF1496_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1496_STAMPING: 33010 MDSH AND T 1976
 NF1496_MARK LOGO: NONE
 NF1496_PROJECTION: FLUSH
 NF1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1496+STABILITY: SURFACE MOTION
 NF1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1496+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 NF1496
 NF1496  HISTORY     - Date     Condition        Report By
 NF1496  HISTORY     - 1976     MONUMENTED       MIDH
 NF1496  HISTORY     - 19921116 GOOD             NGS
 NF1496  HISTORY     - 20000516 GOOD             NGS
 NF1496  HISTORY     - 20030426 GOOD             USPSQD
 NF1496  HISTORY     - 20050319 GOOD             GEOCAC
 NF1496  HISTORY     - 20061011 GOOD             MIDT
 NF1496  HISTORY     - 20131014 POOR             TETRA
 NF1496
 NF1496                          STATION DESCRIPTION
 NF1496
 NF1496'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1496'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHEAST OF LANSING AND
 NF1496'5-1/2 MILES SOUTH-SOUTHWEST OF EAST LANSING.  IT IS NEAR THE
 NF1496'SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 10, T 3 N,
 NF1496'R 2 W, THIS BEING DELHI TWP.
 NF1496'
 NF1496'TO REACH THE STATION FROM THE INTERSECTION OF M-99 AND I-96, GO
 NF1496'NORTH ON M-99 0.4 MILES TO MILLER RD.  THEN GO EAST ON MILLER RD.
 NF1496'3.2 MILES TO AURELIUS RD.  TURN RIGHT ON AURELIUS RD. AND GO SOUTH
 NF1496'0.4 MILES TO THE STATION ONTHE RIGHT IN THE SOUTHWEST QUADRANT
 NF1496'OF AURELIUS RD. AND EASTBOUND I-96.
 NF1496'
 NF1496'NO AZIMUTH MARK WAS SET BECAUSE 33009 MIDH WAS SIGHTED TO
 NF1496'THE EAST-NORTHEAST.
 NF1496'
 NF1496'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1496'CONTROL MARK, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1496'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1496'22.3 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 7.0 FEET WEST
 NF1496'SOUTHWEST OF THE SOUTH END OF A GUTTER PAN, 25.6 FEET SOUTH SOUTHWEST
 NF1496'OF THE SOUTH END OF A BRIDGE RAIL, AND 11.5 FEET SOUTHWEST OF A
 NF1496'CATCH BASIN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED
 NF1496'HCM, FA, ROW, 23010 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1496'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1496'
 NF1496'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1496'HCM, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1496'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1496'20.5 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 1.5 FEET SOUTH OF
 NF1496'A BRIDGE WINGWALL, 2.3 FEET WEST OF A GUARD RAIL.
 NF1496'
 NF1496'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1496'HCM, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1496'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1496'23.2 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 25.5 FEET SOUTH
 NF1496'SOUTHWEST OF THE SOUTH END OF A GUTTER PAN, AND 4.0 FEET WEST
 NF1496'OF A GUARD RAIL.
 NF1496'
 NF1496'NEAREST TOWN--LANSING.
 NF1496'
 NF1496'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 NF1496
 NF1496                          STATION RECOVERY (1992)
 NF1496
 NF1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1496'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 NF1496'HIGHWAY 96, 66.7 M (218.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 NF1496'LANES OF THE HIGHWAY, 7.8 M (25.6 FT) SOUTH OF THE SOUTHWEST CORNER OF
 NF1496'THE OVERPASS, 6.8 M (22.3 FT) WEST OF THE ROAD CENTERLINE, 2.5 M (8.2
 NF1496'FT) NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) BELOW
 NF1496'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NF1496'SURFACE.
 NF1496
 NF1496                          STATION RECOVERY (2000)
 NF1496
 NF1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1496'RECOVERED AS DESCRIBED.
 NF1496
 NF1496                          STATION RECOVERY (2003)
 NF1496
 NF1496'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1496'9.4 FEET FROM CATCH BASIN, 25 FT. SSW FROM CEMENT BRIDGE SUPPORT, 6
 NF1496'FT. NNE FROM UTILITY POLE
 NF1496
 NF1496                          STATION RECOVERY (2005)
 NF1496
 NF1496'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1496'RECOVERED IN GOOD CONDITION.
 NF1496
 NF1496                          STATION RECOVERY (2006)
 NF1496
 NF1496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 NF1496'RECOVERED IN GOOD CONDITION.
 NF1496
 NF1496                          STATION RECOVERY (2013)
 NF1496
 NF1496'RECOVERY NOTE BY TETRA TECH INCORPORATED 2013
 NF1496'FOUND MONUMENT AND DISK INTACT, HOWEVER DISTURBED. THE TOP OF THE
 NF1496'MONUMENT IS FLUSH WITH THE GROUND AS PREVIOUSLY DESCRIBED AND LOOKS TO
 NF1496'BE IN GOOD SHAPE. HOWEVER IT HAS MOVED 0.5 FEET IN A NORTHEASTERLY
 NF1496'DIRECTION. THE MONUMENT WAS LIKELY DISTURBED WHEN THE NEARBY UTILITY
 NF1496'POLE WAS RECENTLY REPLACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7856 ***********************************************************************
 AH7856  DESIGNATION -  33010 RM 1
 AH7856  PID         -  AH7856
 AH7856  STATE/COUNTY-  MI/INGHAM
 AH7856  COUNTRY     -  US
 AH7856  USGS QUAD   -  LANSING SOUTH (2017)
 AH7856
 AH7856                         *CURRENT SURVEY CONTROL
 AH7856  ______________________________________________________________________
 AH7856* NAD 83(1986) POSITION- 42 39 50.30   (N) 084 31 25.01   (W)   HD_HELD1
 AH7856* NAVD 88 ORTHO HEIGHT -   274.408 (meters)      900.29  (feet) ADJUSTED
 AH7856  ______________________________________________________________________
 AH7856  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 AH7856  DYNAMIC HEIGHT  -        274.327 (meters)      900.02  (feet) COMP
 AH7856  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 AH7856
 AH7856  VERT ORDER      -  FIRST     CLASS II
 AH7856
 AH7856.The horizontal coordinates were determined by differentially corrected
 AH7856.hand held GPS observations or other comparable positioning techniques
 AH7856.and have an estimated accuracy of +/- 3 meters.
 AH7856
 AH7856.The orthometric height was determined by differential leveling and
 AH7856.adjusted by the NATIONAL GEODETIC SURVEY
 AH7856.in January 2002.
 AH7856
 AH7856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7856.GEOID18 height accuracy estimate available here.
 AH7856
 AH7856.Click photographs - Photos may exist for this station.
 AH7856
 AH7856.The dynamic height is computed by dividing the NAVD 88
 AH7856.geopotential number by the normal gravity value computed on the
 AH7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7856.degrees latitude (g = 980.6199 gals.).
 AH7856
 AH7856.The modeled gravity was interpolated from observed gravity values.
 AH7856
 AH7856;                    North         East    Units  Estimated Accuracy
 AH7856;SPC MI S     -   129,302.8   3,987,134.0     MT  (+/- 3 meters HH1 GPS) 
 AH7856
 AH7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0294726473(NAD 83)
 AH7856
 AH7856                          SUPERSEDED SURVEY CONTROL
 AH7856
 AH7856.No superseded survey control is available for this station.
 AH7856
 AH7856_MARKER: DD = SURVEY DISK
 AH7856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7856_STAMPING: 33010 1 HCM MDSH AND T 1976
 AH7856_MARK LOGO: MIDH
 AH7856_PROJECTION: FLUSH
 AH7856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7856+STABILITY: SURFACE MOTION
 AH7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7856+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2013
 AH7856
 AH7856  HISTORY     - Date     Condition        Report By
 AH7856  HISTORY     - 1976     MONUMENTED       MIDH
 AH7856  HISTORY     - 19921116 GOOD             NGS
 AH7856  HISTORY     - 20000516 GOOD             NGS
 AH7856  HISTORY     - 20061011 GOOD             MIDT
 AH7856  HISTORY     - 20131014 GOOD             TETRA
 AH7856
 AH7856                          STATION DESCRIPTION
 AH7856
 AH7856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7856'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 AH7856'HIGHWAY 96, 61.0 M (200.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AH7856'LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF TRIANGULATION STATION
 AH7856'33010, 6.3 M (20.7 FT) WEST OF THE ROAD CENTERLINE, 1.0 M (3.3 FT)
 AH7856'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 0.3 M (1.0 FT) BELOW
 AH7856'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7856'SURFACE.
 AH7856
 AH7856                          STATION RECOVERY (2000)
 AH7856
 AH7856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7856'RECOVERED AS DESCRIBED.
 AH7856
 AH7856                          STATION RECOVERY (2006)
 AH7856
 AH7856'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH7856'RECOVERED IN GOOD CONDITION.
 AH7856
 AH7856                          STATION RECOVERY (2013)
 AH7856
 AH7856'RECOVERY NOTE BY TETRA TECH INCORPORATED 2013
 AH7856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7857 ***********************************************************************
 AH7857  DESIGNATION -  33010 RM 2
 AH7857  PID         -  AH7857
 AH7857  STATE/COUNTY-  MI/INGHAM
 AH7857  COUNTRY     -  US
 AH7857  USGS QUAD   -  LANSING SOUTH (2017)
 AH7857
 AH7857                         *CURRENT SURVEY CONTROL
 AH7857  ______________________________________________________________________
 AH7857* NAD 83(1986) POSITION- 42 39 49.85   (N) 084 31 25.05   (W)   HD_HELD1
 AH7857* NAVD 88 ORTHO HEIGHT -   273.852 (meters)      898.46  (feet) ADJUSTED
 AH7857  ______________________________________________________________________
 AH7857  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 AH7857  DYNAMIC HEIGHT  -        273.772 (meters)      898.20  (feet) COMP
 AH7857  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 AH7857
 AH7857  VERT ORDER      -  FIRST     CLASS II
 AH7857
 AH7857.The horizontal coordinates were determined by differentially corrected
 AH7857.hand held GPS observations or other comparable positioning techniques
 AH7857.and have an estimated accuracy of +/- 3 meters.
 AH7857
 AH7857.The orthometric height was determined by differential leveling and
 AH7857.adjusted by the NATIONAL GEODETIC SURVEY
 AH7857.in January 2002.
 AH7857
 AH7857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7857.GEOID18 height accuracy estimate available here.
 AH7857
 AH7857.Click photographs - Photos may exist for this station.
 AH7857
 AH7857.The dynamic height is computed by dividing the NAVD 88
 AH7857.geopotential number by the normal gravity value computed on the
 AH7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7857.degrees latitude (g = 980.6199 gals.).
 AH7857
 AH7857.The modeled gravity was interpolated from observed gravity values.
 AH7857
 AH7857;                    North         East    Units  Estimated Accuracy
 AH7857;SPC MI S     -   129,288.9   3,987,133.0     MT  (+/- 3 meters HH1 GPS) 
 AH7857
 AH7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0294726459(NAD 83)
 AH7857
 AH7857                          SUPERSEDED SURVEY CONTROL
 AH7857
 AH7857.No superseded survey control is available for this station.
 AH7857
 AH7857_MARKER: DD = SURVEY DISK
 AH7857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7857_STAMPING: 33010 2 HCM MDSH AND T 1976
 AH7857_MARK LOGO: MIDH
 AH7857_PROJECTION: FLUSH
 AH7857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7857+STABILITY: SURFACE MOTION
 AH7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7857+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2013
 AH7857
 AH7857  HISTORY     - Date     Condition        Report By
 AH7857  HISTORY     - 1976     MONUMENTED       MIDH
 AH7857  HISTORY     - 19921116 GOOD             NGS
 AH7857  HISTORY     - 20000516 GOOD             NGS
 AH7857  HISTORY     - 20061102 GOOD             ROWEIN
 AH7857  HISTORY     - 20131014 GOOD             TETRA
 AH7857
 AH7857                          STATION DESCRIPTION
 AH7857
 AH7857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7857'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 AH7857'HIGHWAY 96, 73.9 M (242.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AH7857'LANES OF THE HIGHWAY, 7.2 M (23.6 FT) SOUTH OF TRIANGULATION STATION
 AH7857'33010, 7.1 M (23.3 FT) WEST OF THE ROAD CENTERLINE, 5.3 M (17.4 FT)
 AH7857'SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) BELOW THE
 AH7857'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7857
 AH7857                          STATION RECOVERY (2000)
 AH7857
 AH7857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7857'RECOVERED AS DESCRIBED.
 AH7857
 AH7857                          STATION RECOVERY (2006)
 AH7857
 AH7857'RECOVERY NOTE BY ROWE INCORPORATED 2006 (IDJ)
 AH7857'RECOVERED IN GOOD CONDITION.
 AH7857
 AH7857                          STATION RECOVERY (2013)
 AH7857
 AH7857'RECOVERY NOTE BY TETRA TECH INCORPORATED 2013 (ANB)
 AH7857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1504 ***********************************************************************
 NF1504  DESIGNATION -  33011
 NF1504  PID         -  NF1504
 NF1504  STATE/COUNTY-  MI/EATON
 NF1504  COUNTRY     -  US
 NF1504  USGS QUAD   -  LANSING SOUTH (2017)
 NF1504
 NF1504                         *CURRENT SURVEY CONTROL
 NF1504  ______________________________________________________________________
 NF1504* NAD 83(1994) POSITION- 42 39 57.52210(N) 084 36 10.54628(W)   ADJUSTED
 NF1504* NAVD 88 ORTHO HEIGHT -   277.6   (meters)      911.    (feet) VERTCON3
 NF1504  ______________________________________________________________________
 NF1504  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 NF1504  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 NF1504  HORZ ORDER      -  SECOND
 NF1504
 NF1504.The horizontal coordinates were established by classical geodetic methods
 NF1504.and adjusted by the National Geodetic Survey in February 1997.
 NF1504
 NF1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1504
 NF1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1504.GEOID18 height accuracy estimate available here.
 NF1504
 NF1504.Click photographs - Photos may exist for this station.
 NF1504
 NF1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1504
 NF1504. The following values were computed from the NAD 83(1994) position.
 NF1504
 NF1504;                    North         East     Units Scale Factor Converg.
 NF1504;SPC MI S     -   129,540.829 3,980,632.560   MT  0.99991415   -0 09 38.8
 NF1504;SPC MI S     -   425,002.72 13,059,818.11   iFT  0.99991415   -0 09 38.8
 NF1504;UTM  16      - 4,726,509.118   696,441.027   MT  1.00007478   +1 37 30.2
 NF1504
 NF1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1504!SPC MI S     -   0.99996178  x   0.99991415  =   0.99987593
 NF1504!UTM  16      -   0.99996178  x   1.00007478  =   1.00003655
 NF1504
 NF1504:                Primary Azimuth Mark                     Grid Az
 NF1504:SPC MI S     -  33011 AZ MK                              268 03 19.7
 NF1504:UTM  16      -  33011 AZ MK                              266 16 10.7
 NF1504
 NF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9644126509(NAD 83)
 NF1504
 NF1504|---------------------------------------------------------------------|
 NF1504| PID    Reference Object                     Distance      Geod. Az  |
 NF1504|                                                           dddmmss.s |
 NF1504| CH0625 33011 RM 1                            8.718 METERS 00503     |
 NF1504| NF1492 LANSING RAD STA WILS MAST           APPROX. 4.6 KM 0524610.5 |
 NF1504| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 5.0 KM 1102644.7 |
 NF1504| NF1491 HOLT RAD STA WVIC MAST              APPROX. 4.1 KM 1230757.2 |
 NF1504| CH0624 33011 AZ MK                                        2675340.9 |
 NF1504| CH0626 33011 RM 2                            9.906 METERS 27051     |
 NF1504| NF1503 33011 MIDOT A PT 1976                 6.151 METERS 35033     |
 NF1504|---------------------------------------------------------------------|
 NF1504
 NF1504                          SUPERSEDED SURVEY CONTROL
 NF1504
 NF1504  NAD 83(1986)-  42 39 57.52088(N)    084 36 10.56468(W) AD(       ) 2
 NF1504  NAD 27      -  42 39 57.39327(N)    084 36 10.63459(W) AD(       ) 2
 NF1504  NGVD 29 (07/19/86)  277.7    (m)          911.     (f) VERT ANG       
 NF1504
 NF1504.Superseded values are not recommended for survey control.
 NF1504
 NF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1504.See file dsdata.pdf to determine how the superseded data were derived.
 NF1504
 NF1504_MARKER: DD = SURVEY DISK
 NF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1504_STAMPING: MDSH+T 33011 1976
 NF1504_PROJECTION: FLUSH
 NF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1504+STABILITY: SURFACE MOTION
 NF1504
 NF1504  HISTORY     - Date     Condition        Report By
 NF1504  HISTORY     - 1976     MONUMENTED       MIDH
 NF1504
 NF1504                          STATION DESCRIPTION
 NF1504
 NF1504'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1504'THE STATION IS APPROXIMATELY 2-1/2 MILES NORTHEAST OF DIMONDALE AND
 NF1504'5 MILES SOUTHWEST OF LANSING (BOTH STRAIGHT LINE MEAS.).  IT IS NEAR
 NF1504'THE NORTHWEST CORNER OF SECTION 7.  T 3 N, R 2 W, THIS BEING DELHI
 NF1504'TWP OF INGHAM CO.
 NF1504'
 NF1504'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND M-99, GO NORTH
 NF1504'ON M-99 0.4 MILES TO MILLER RD.  TURN LEFT ON MILLER RD. AND GO 1.0
 NF1504'MILE TO WAVERLY RD.  TURN LEFT ON WAVERLY RD. AND GO 0.25 MILES TO
 NF1504'THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF WESTBOUND I-96
 NF1504'AND WAVERLY RD.
 NF1504'
 NF1504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON I-96 1.0 MILE
 NF1504'TO THE AZIMUTH MARK ON THE LEFT ACROSS THE EASTBOUND LANES AS
 NF1504'DESCRIBED.
 NF1504'
 NF1504'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1504'CONTROL MARK, 33011, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1504'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1504'19.5 FEET EAST OF THE CENTERLINE OF WAVERLY ROAD, 10.8 FEET SOUTH
 NF1504'SOUTHEAST OF THE EAST END OF A 12 INCH METAL DRAIN PIPE, 7.6 FEET
 NF1504'NORTH NORTHEAST OF THE NORTH END OF A BRIDGE RAIL, AND 5.0 FEET
 NF1504'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1504'BRASS DISK STAMPED HCM,FA,ROW, 33011 SET IN THE TOP OF AN IRREGULAR
 NF1504'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1504'
 NF1504'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1504'1, HCM, 33011, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1504'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1504'4.3 FEET EAST OF A GUARD RAIL, 22 FEET EAST OF THE CENTERLINE OF
 NF1504'WAVERLY RD. AND 36.6 FEET NORTH NORTHEAST OF THE NORTH END OF A
 NF1504'BRIDGE RAIL.
 NF1504'
 NF1504'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1504'2, HCM, 33011, MDSH AND T, 1976 SET IN THE TOP OF A CONCRETE GUTTER
 NF1504'PAN.  IT IS 17.2 FEET SOUTH OF THE NORTH END OF A GUTTER PAN, 16.3
 NF1504'FEET WEST OF THE CENTERLINE OF WAVERLY RD., AND 8.2 FEET NORTH OF
 NF1504'THE NORTH OF THE NORTH END OF THE BRIDGE.
 NF1504'
 NF1504'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1504'HCM, 33011, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1504'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 64.3 FEET
 NF1504'NORTH OF A R.O.W. FENCE, 38.8 FEET SOUTH OF THE CENTERLINE OF
 NF1504'EASTBOUND I-96, 4.5 FEET EAST OF A STEEL WITNESS POST, AND 48
 NF1504'FEET SOUTHEAST OF PAVEMENT STENCIL 502+00.  THE UNDERGROUND MARK
 NF1504'IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK SET IN THE
 NF1504'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE
 NF1504'GROUND.
 NF1504'
 NF1504'NEAREST TOWN--DIMONDALE.
 NF1504'
 NF1504'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1501 ***********************************************************************
 NF1501  DESIGNATION -  33012
 NF1501  PID         -  NF1501
 NF1501  STATE/COUNTY-  MI/INGHAM
 NF1501  COUNTRY     -  US
 NF1501  USGS QUAD   -  LANSING SOUTH (2017)
 NF1501
 NF1501                         *CURRENT SURVEY CONTROL
 NF1501  ______________________________________________________________________
 NF1501* NAD 83(1994) POSITION- 42 43 07.76088(N) 084 30 16.98364(W)   ADJUSTED
 NF1501* NAVD 88 ORTHO HEIGHT -   267.2   (meters)      877.    (feet) VERTCON3
 NF1501  ______________________________________________________________________
 NF1501  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 NF1501  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 NF1501  HORZ ORDER      -  SECOND
 NF1501
 NF1501.The horizontal coordinates were established by classical geodetic methods
 NF1501.and adjusted by the National Geodetic Survey in February 1997.
 NF1501
 NF1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1501
 NF1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1501.GEOID18 height accuracy estimate available here.
 NF1501
 NF1501.Click photographs - Photos may exist for this station.
 NF1501
 NF1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1501
 NF1501. The following values were computed from the NAD 83(1994) position.
 NF1501
 NF1501;                    North         East     Units Scale Factor Converg.
 NF1501;SPC MI S     -   135,392.691 3,988,693.005   MT  0.99991107   -0 05 38.2
 NF1501;SPC MI S     -   444,201.74 13,086,263.14   iFT  0.99991107   -0 05 38.2
 NF1501;UTM  16      - 4,732,610.541   704,316.541   MT  1.00011361   +1 41 36.2
 NF1501
 NF1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1501!SPC MI S     -   0.99996337  x   0.99991107  =   0.99987445
 NF1501!UTM  16      -   0.99996337  x   1.00011361  =   1.00007698
 NF1501
 NF1501:                Primary Azimuth Mark                     Grid Az
 NF1501:SPC MI S     -  33012 AZ MK                              332 20 21.2
 NF1501:UTM  16      -  33012 AZ MK                              330 33 06.8
 NF1501
 NF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0431632610(NAD 83)
 NF1501
 NF1501|---------------------------------------------------------------------|
 NF1501| PID    Reference Object                     Distance      Geod. Az  |
 NF1501|                                                           dddmmss.s |
 NF1501| CH0628 33012 RM 1                            8.445 METERS 00404     |
 NF1501| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 5.6 KM 1390117.2 |
 NF1501| CH0629 33012 RM 2                            8.433 METERS 18307     |
 NF1501| CH0627 33012 AZ MK                                        3321443.0 |
 NF1501| NF1494 LANSING RAD STA WJIM MAST           APPROX. 2.4 KM 3454144.4 |
 NF1501|---------------------------------------------------------------------|
 NF1501
 NF1501                          SUPERSEDED SURVEY CONTROL
 NF1501
 NF1501  NAD 83(1986)-  42 43 07.75991(N)    084 30 17.00244(W) AD(       ) 2
 NF1501  NAD 27      -  42 43 07.63420(N)    084 30 17.08531(W) AD(       ) 2
 NF1501  NGVD 29 (07/19/86)  267.3    (m)          877.     (f) VERT ANG       
 NF1501
 NF1501.Superseded values are not recommended for survey control.
 NF1501
 NF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1501.See file dsdata.pdf to determine how the superseded data were derived.
 NF1501
 NF1501_MARKER: DD = SURVEY DISK
 NF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1501_STAMPING: MDSH&T 33012 1976
 NF1501_MARK LOGO: MIDH
 NF1501_PROJECTION: FLUSH
 NF1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1501+STABILITY: SURFACE MOTION
 NF1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1501+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 NF1501
 NF1501  HISTORY     - Date     Condition        Report By
 NF1501  HISTORY     - 1976     MONUMENTED       MIDH
 NF1501  HISTORY     - 19970707 GOOD             WOOLPT
 NF1501  HISTORY     - 20200305 GOOD             SPICE
 NF1501
 NF1501                          STATION DESCRIPTION
 NF1501
 NF1501'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1501'THE STATION IS APPROXIMATELY 1-1/2 MILES SOUTHWEST OF EAST LANSING
 NF1501'AND 2-1/2 MILES EAST SOUTHEAST OF LANSING (BOTH STRAIGHT LINE
 NF1501'MEAS.).  IT IS IN THE NORTHERN PART OF THE SOUTHEAST QUARTER OF
 NF1501'SECTION 23.  T 4 N, R 2 W, THIS BEING LANSING TWP.
 NF1501'
 NF1501'TO REACH THE STATION FROM THE INTERSECTION OF EASTBOUND M-43 AND
 NF1501'SOUTHBOUND US-127, GO SOUTH ON US-127 1.7 MILES TO THE STATION ON
 NF1501'THE LEFT AS DESCRIBED.
 NF1501'
 NF1501'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF EASTBOUND M-43
 NF1501'AND US-127, GO SOUTH ON US-127 0.6 MILES TO WESTBOUND I-496 RAMP.
 NF1501'THEN GO WESTERLY ON THE RAMP 0.1 MILE TO THE AZIMUTH MARK ON THE
 NF1501'LEFT AS DESCRIBED.
 NF1501'
 NF1501'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1501'CONTROL MARK, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1501'20.9 FEET EAST OF THE SOUTHBOUND US-127 CENTERLINE, 33.6 FEET SOUTH
 NF1501'SOUTHEAST OF THE SOUTH END OF A BRIDGE RAIL, 36.5 FEET WEST OF THE
 NF1501'NORTHWEST CORNER OF A CONCRETE SIGN BASE, AND 4.5 FEET NORTH OF A
 NF1501'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1501'STAMPED HCM,FA,ROW, 33012 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1501'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1501'
 NF1501'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1501'1, HCM, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1501'6.0 FEET SOUTHEAST OF THE SOUTH END OF A BRIDGE RAIL, 19.0 FEET
 NF1501'EAST OF THE CENTERLINE OF US-127 (SOUTHBOUND), AND 8.8 FEET WEST
 NF1501'NORTHWEST OF THE WEST END OF AN EAST-WEST GUARD RAIL.
 NF1501'
 NF1501'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1501'2, HCM, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 NF1501'GROUND.  IT IS 23.2 FEET EAST OF THE CENTERLINE OF SOUTHBOUND
 NF1501'US-127, 36 FEET SOUTH SOUTHWEST OF THE SOUTH END OF THE EAST BRIDGE
 NF1501'CURB, AND 38.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 NF1501'DIGN BASE.
 NF1501'
 NF1501'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1501'HCM, 33012, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1501'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1501'12.4 FEET EAST OF THE CENTERLINE OF THE RAMP, 48.2 FEET SOUTHWEST
 NF1501'OF THE SOUTH END OF A BRIDGE RAIL, 6.3 FEET EAST OF A GUARD RAIL
 NF1501'AND 4.5 FEET SOUTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS
 NF1501'A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK SET IN THE TOP OF
 NF1501'AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE
 NF1501'GROUND SURFACE.
 NF1501'
 NF1501'NEAREST TOWN--EAST LANSING.
 NF1501'
 NF1501'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 NF1501
 NF1501                          STATION RECOVERY (1997)
 NF1501
 NF1501'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1501'RECOVERED IN GOOD CONDITION.
 NF1501
 NF1501                          STATION RECOVERY (2020)
 NF1501
 NF1501'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (EB)
 NF1501'IN DANGER OF BEING DESTROYED DURING UPCOMING FREEWAY CONSTRUCTION
 NF1501'PROJECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1312 ***********************************************************************
 NF1312  DESIGNATION -  33013
 NF1312  PID         -  NF1312
 NF1312  STATE/COUNTY-  MI/INGHAM
 NF1312  COUNTRY     -  US
 NF1312  USGS QUAD   -  EAST LANSING (2017)
 NF1312
 NF1312                         *CURRENT SURVEY CONTROL
 NF1312  ______________________________________________________________________
 NF1312* NAD 83(1994) POSITION- 42 39 29.57785(N) 084 25 58.17543(W)   ADJUSTED
 NF1312* NAVD 88 ORTHO HEIGHT -   281.3   (meters)      923.    (feet) VERTCON3
 NF1312  ______________________________________________________________________
 NF1312  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 NF1312  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 NF1312  HORZ ORDER      -  SECOND
 NF1312
 NF1312.The horizontal coordinates were established by classical geodetic methods
 NF1312.and adjusted by the National Geodetic Survey in February 1997.
 NF1312
 NF1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1312
 NF1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1312.GEOID18 height accuracy estimate available here.
 NF1312
 NF1312.Click photographs - Photos may exist for this station.
 NF1312
 NF1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1312
 NF1312. The following values were computed from the NAD 83(1994) position.
 NF1312
 NF1312;                    North         East     Units Scale Factor Converg.
 NF1312;SPC MI S     -   128,653.577 3,994,575.921   MT  0.99991467   -0 02 42.1
 NF1312;SPC MI S     -   422,091.79 13,105,564.05   iFT  0.99991467   -0 02 42.1
 NF1312;UTM  16      - 4,726,056.664   710,407.985   MT  1.00014470   +1 44 24.8
 NF1312
 NF1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1312!SPC MI S     -   0.99996117  x   0.99991467  =   0.99987584
 NF1312!UTM  16      -   0.99996117  x   1.00014470  =   1.00010586
 NF1312
 NF1312:                Primary Azimuth Mark                     Grid Az
 NF1312:SPC MI S     -  33013 AZ MK                              359 14 23.4
 NF1312:UTM  16      -  33013 AZ MK                              357 27 16.5
 NF1312
 NF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1040726056(NAD 83)
 NF1312
 NF1312|---------------------------------------------------------------------|
 NF1312| PID    Reference Object                     Distance      Geod. Az  |
 NF1312|                                                           dddmmss.s |
 NF1312| CH0631 33013 RM 1                           12.794 METERS 00108     |
 NF1312| NF1310 OKEMOS TV STA WKAR MAST             APPROX. 5.1 KM 0181447.5 |
 NF1312| NF1321 LANSING TV STATION WJIM MAST        APPROX. 5.7 KM 0535830.6 |
 NF1312| NF1311 33013 MIDOT RM 2 1976                25.277 METERS 18004     |
 NF1312| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 3.4 KM 3182643.2 |
 NF1312| CH0630 33013 AZ MK                                        3591141.3 |
 NF1312|---------------------------------------------------------------------|
 NF1312
 NF1312                          SUPERSEDED SURVEY CONTROL
 NF1312
 NF1312  NAD 83(1986)-  42 39 29.57710(N)    084 25 58.19416(W) AD(       ) 2
 NF1312  NAD 27      -  42 39 29.44922(N)    084 25 58.28460(W) AD(       ) 2
 NF1312  NGVD 29 (07/19/86)  281.4    (m)          923.     (f) VERT ANG       
 NF1312
 NF1312.Superseded values are not recommended for survey control.
 NF1312
 NF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1312.See file dsdata.pdf to determine how the superseded data were derived.
 NF1312
 NF1312_MARKER: DD = SURVEY DISK
 NF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1312
 NF1312  HISTORY     - Date     Condition        Report By
 NF1312  HISTORY     - 1976     MONUMENTED       MIDH
 NF1312
 NF1312                          STATION DESCRIPTION
 NF1312
 NF1312'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1312'THE STATION IS ABOUT 4 MILES SOUTH OF OKEMOS, ABOUT 5 MILES NORTH OF
 NF1312'MASON, AND ABOUT 8 MILES SOUTHEAST OF THE CENTER OF LANSING AND IN
 NF1312'THE SOUTHEAST 1/4 OF SECTION 9 OF ALAIDON TOWNSHIP (T3N, R1W).
 NF1312'
 NF1312'TO REACH THE STATION FROM THE POST OFFICE IN OKEMOS, GO SOUTH 4.1
 NF1312'MILES TO THE STATION ON THE LEFT.
 NF1312'
 NF1312'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON OKEMOS ROAD
 NF1312'0.60 MILES TO THE MARK ON THE LEFT.
 NF1312'
 NF1312'THE STATION MARK IS A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1312'CONTROL MARK THE DIRECTOR SURVEY AND STAMPED 33013-MDSH AND T-1976.
 NF1312'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1312'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 29.9 FEET
 NF1312'EAST OF THE CENTER OF OKEMOS ROAD, 36.5 FEET NORTH EAST OF MAILBOX
 NF1312'NO. 26 11, 5.5 FEET NORTH OF THE WITNESS POST, AND 56.9 FEET NORTH
 NF1312'EAST OF THE NORTH END OF A METAL DRIVE CULVERT.  THE UNDERGROUND
 NF1312'MARK IS 2 INCH BRASS DISK STAMPED HCM 33013 AND IS SET IN THE TOP
 NF1312'OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1312'
 NF1312'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1312'33013-1976 RM 1, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1312'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1312'30.5 FEET EAST OF THE CENTER OF OKEMOS ROAD, 75.7 FEET NORTHEAST
 NF1312'OF THE NORTH END OF A METAL DRIVE CULVERT, AND 74.6 FEET EAST OF A
 NF1312'CORNER FENCE POST.
 NF1312'
 NF1312'REFERENCE MARK 2, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1312'MDSH AND T-HCM-33013-1976-RM 2, IS SET IN THE TOP OF A 12 INCH
 NF1312'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1312'GROUND SURFACE.  IT IS 30.0 FEET EAST OF THE CENTER OF OKEMOS ROAD,
 NF1312'49.0 FEET SOUTH SOUTH EAST OF MAILBOX NUMBER 2611, AND 76.0 FEET
 NF1312'SOUTHEAST OF THE SOUTH END OF A METAL DRIVE CULVERT.
 NF1312'
 NF1312'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1312'MDSH AND T-HCM-33013-1976-AZI MARK, IS SET IN THE TOP OF A 12 INCH
 NF1312'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1312'25.0 FEET WEST OF THE CENTER OF OKEMOS ROAD, 25.3 FEET SOUTH OF
 NF1312'THE CENTER OF A GRAVEL DRIVE, AND 5.0 FEET SOUTH OF THE WITNESS
 NF1312'POST.  THE UNDERGROUND MARK, A 2 INCH BRASS DISK STAMPED HCM-AZI
 NF1312'MARK-33013, IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW
 NF1312'THE GROUND SURFACE.
 NF1312'
 NF1312'NEAREST TOWN--OKEMOS.
 NF1312'
 NF1312'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1311 ***********************************************************************
 NF1311  DESIGNATION -  33013 MIDOT RM 2 1976
 NF1311  PID         -  NF1311
 NF1311  STATE/COUNTY-  MI/INGHAM
 NF1311  COUNTRY     -  US
 NF1311  USGS QUAD   -  EAST LANSING (2017)
 NF1311
 NF1311                         *CURRENT SURVEY CONTROL
 NF1311  ______________________________________________________________________
 NF1311* NAD 83(1994) POSITION- 42 39 28.75870(N) 084 25 58.17672(W)   ADJUSTED
 NF1311* NAVD 88 ORTHO HEIGHT -   281.9   (meters)      925.    (feet) VERTCON3
 NF1311  ______________________________________________________________________
 NF1311  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 NF1311  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 NF1311  HORZ ORDER      -  SECOND
 NF1311
 NF1311.The horizontal coordinates were established by classical geodetic methods
 NF1311.and adjusted by the National Geodetic Survey in February 1997.
 NF1311
 NF1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1311
 NF1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1311.GEOID18 height accuracy estimate available here.
 NF1311
 NF1311.Click photographs - Photos may exist for this station.
 NF1311
 NF1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1311
 NF1311. The following values were computed from the NAD 83(1994) position.
 NF1311
 NF1311;                    North         East     Units Scale Factor Converg.
 NF1311;SPC MI S     -   128,628.302 3,994,575.872   MT  0.99991469   -0 02 42.1
 NF1311;SPC MI S     -   422,008.86 13,105,563.88   iFT  0.99991469   -0 02 42.1
 NF1311;UTM  16      - 4,726,031.395   710,408.724   MT  1.00014471   +1 44 24.7
 NF1311
 NF1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1311!SPC MI S     -   0.99996107  x   0.99991469  =   0.99987577
 NF1311!UTM  16      -   0.99996107  x   1.00014471  =   1.00010578
 NF1311
 NF1311:                Primary Azimuth Mark                     Grid Az
 NF1311:SPC MI S     -  BEAUMONT                                 325 46 58.1
 NF1311:UTM  16      -  BEAUMONT                                 323 59 51.3
 NF1311
 NF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1040826031(NAD 83)
 NF1311
 NF1311|---------------------------------------------------------------------|
 NF1311| PID    Reference Object                     Distance      Geod. Az  |
 NF1311|                                                           dddmmss.s |
 NF1311| NF1312 33013                                25.277 METERS 00004     |
 NF1311| NF1314 BEAUMONT                            APPROX. 5.6 KM 3254416.0 |
 NF1311|---------------------------------------------------------------------|
 NF1311
 NF1311                          SUPERSEDED SURVEY CONTROL
 NF1311
 NF1311  NAD 83(1986)-  42 39 28.75795(N)    084 25 58.19545(W) AD(       ) 2
 NF1311  NAD 27      -  42 39 28.63006(N)    084 25 58.28588(W) AD(       ) 2
 NF1311  NGVD 29 (07/19/86)  282.0    (m)          925.     (f) VERT ANG       
 NF1311
 NF1311.Superseded values are not recommended for survey control.
 NF1311
 NF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1311.See file dsdata.pdf to determine how the superseded data were derived.
 NF1311
 NF1311_MARKER: DD = SURVEY DISK
 NF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1311+STABILITY: SURFACE MOTION
 NF1311
 NF1311  HISTORY     - Date     Condition        Report By
 NF1311  HISTORY     - 1976     MONUMENTED       MIDH
 NF1311
 NF1311                          STATION DESCRIPTION
 NF1311
 NF1311'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1311'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1311'MDSH AND T-HCM-33013-1976-RM 2, SET IN THE TOP OF A 12 INCH
 NF1311'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1311'GROUND SURFACE.  IT IS 30.0 FEET EAST OF THE CENTER OF OKEMOS ROAD,
 NF1311'49.0 FEET SOUTH SOUTHEAST OF MAILBOX NUMBER 2611 AND 76.0 FEET
 NF1311'SOUTHEAST OF THE SOUTH END OF A METAL DRIVE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1262 ***********************************************************************
 NF1262  DESIGNATION -  33014
 NF1262  PID         -  NF1262
 NF1262  STATE/COUNTY-  MI/INGHAM
 NF1262  COUNTRY     -  US
 NF1262  USGS QUAD   -  PERRY (2017)
 NF1262
 NF1262                         *CURRENT SURVEY CONTROL
 NF1262  ______________________________________________________________________
 NF1262* NAD 83(1994) POSITION- 42 46 12.90091(N) 084 13 33.11472(W)   ADJUSTED
 NF1262* NAVD 88 ORTHO HEIGHT -   272.0   (meters)      892.    (feet) VERTCON3
 NF1262  ______________________________________________________________________
 NF1262  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 NF1262  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 NF1262  HORZ ORDER      -  SECOND
 NF1262
 NF1262.The horizontal coordinates were established by classical geodetic methods
 NF1262.and adjusted by the National Geodetic Survey in February 1997.
 NF1262
 NF1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1262
 NF1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1262.GEOID18 height accuracy estimate available here.
 NF1262
 NF1262.Click photographs - Photos may exist for this station.
 NF1262
 NF1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1262
 NF1262. The following values were computed from the NAD 83(1994) position.
 NF1262
 NF1262;                    North         East     Units Scale Factor Converg.
 NF1262;SPC MI S     -   141,105.539 4,011,522.716   MT  0.99990888   +0 05 45.0
 NF1262;SPC MI S     -   462,944.68 13,161,163.77   iFT  0.99990888   +0 05 45.0
 NF1262;UTM  16      - 4,739,034.626   726,962.834   MT  1.00023378   +1 53 04.6
 NF1262
 NF1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1262!SPC MI S     -   0.99996256  x   0.99990888  =   0.99987144
 NF1262!UTM  16      -   0.99996256  x   1.00023378  =   1.00019633
 NF1262
 NF1262:                Primary Azimuth Mark                     Grid Az
 NF1262:SPC MI S     -  33014 AZ MK                              176 24 04.2
 NF1262:UTM  16      -  33014 AZ MK                              174 36 44.6
 NF1262
 NF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2696239034(NAD 83)
 NF1262
 NF1262|---------------------------------------------------------------------|
 NF1262| PID    Reference Object                     Distance      Geod. Az  |
 NF1262|                                                           dddmmss.s |
 NF1262| CH0633 33014 RM 1                            7.598 METERS 12206     |
 NF1262| CH0632 33014 AZ MK                                        1762949.2 |
 NF1262| NF1261 33014 MIDOT RM 2 1976                28.461 METERS 30128     |
 NF1262|---------------------------------------------------------------------|
 NF1262
 NF1262                          SUPERSEDED SURVEY CONTROL
 NF1262
 NF1262  NAD 83(1986)-  42 46 12.90035(N)    084 13 33.13475(W) AD(       ) 2
 NF1262  NAD 27      -  42 46 12.77793(N)    084 13 33.25016(W) AD(       ) 2
 NF1262  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 NF1262
 NF1262.Superseded values are not recommended for survey control.
 NF1262
 NF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1262.See file dsdata.pdf to determine how the superseded data were derived.
 NF1262
 NF1262_MARKER: DD = SURVEY DISK
 NF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1262+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1262
 NF1262  HISTORY     - Date     Condition        Report By
 NF1262  HISTORY     - 1976     MONUMENTED       MIDH
 NF1262  HISTORY     - 20060429 GOOD             USPSQD
 NF1262
 NF1262                          STATION DESCRIPTION
 NF1262
 NF1262'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1262'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF PERRY ON M-52 IN INGHAM
 NF1262'COUNTY, LOCKE TOWNSHIP, T4N, R2E, SECTION 4 ON STATE RIGHT OF WAY.
 NF1262'
 NF1262'TO REACH THE STATION FROM THE US POST OFFICE IN PERRY, GO SOUTH ON
 NF1262'M-52 4.45 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1262'
 NF1262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON M-52 0.45
 NF1262'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1262'
 NF1262'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1262'CONTROL MARK, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT IN FLUSH WITH GROUND SURFACE.
 NF1262'IT IS 40.4 FEET EAST OF CENTER LINE M-52, 27 FEET WEST OF ROW
 NF1262'FENCE, 99 FEET NORTH NORTHWEST OF TELEPHONE PEDESTAL, AND 4 FEET
 NF1262'NORTH NORTHWEST OF WITNESS POST.
 NF1262'
 NF1262'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1262'33014.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1262'BELOW GROUND SURFACE.
 NF1262'
 NF1262'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1262'1, HCM, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND
 NF1262'SURFACE.  IT IS 60.8 FEET EAST OF CENTER LINE M-52, 6.8 FEET WEST
 NF1262'OF ROW FENCE, AND 81.8 FEET NORTH NORTHWEST OF TELEPHONE PEDESTAL.
 NF1262'
 NF1262'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1262'2, HCM, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1262'IT IS 37 FEET OF CENTER LINE M-52, AND 164 FEET NORTH NORTHEAST OF
 NF1262'CONCRETE FENCE POST EAST END.
 NF1262'
 NF1262'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1262'HCM, 33014 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1262'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1262'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 33014.
 NF1262'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1262'GROUND SURFACE.  THE STATION IS 53 FEET EAST OF CENTER LINE M-52,
 NF1262'114 FEET SOUTH OF POWER POLE, 12.8 FEET WEST OF 4-RAIL WOOD
 NF1262'FENCE, AND 3.5 FEET NORTH OF WITNESS POST.
 NF1262'
 NF1262'NEAREST TOWN--PERRY.
 NF1262'
 NF1262'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1262
 NF1262                          STATION RECOVERY (2006)
 NF1262
 NF1262'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1262'AZIMUTH MARKER FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1261 ***********************************************************************
 NF1261  DESIGNATION -  33014 MIDOT RM 2 1976
 NF1261  PID         -  NF1261
 NF1261  STATE/COUNTY-  MI/INGHAM
 NF1261  COUNTRY     -  US
 NF1261  USGS QUAD   -  PERRY (2017)
 NF1261
 NF1261                         *CURRENT SURVEY CONTROL
 NF1261  ______________________________________________________________________
 NF1261* NAD 83(1994) POSITION- 42 46 13.38239(N) 084 13 34.18248(W)   ADJUSTED
 NF1261* NAVD 88 ORTHO HEIGHT -   272.8   (meters)      895.    (feet) VERTCON3
 NF1261  ______________________________________________________________________
 NF1261  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 NF1261  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 NF1261  HORZ ORDER      -  SECOND
 NF1261
 NF1261.The horizontal coordinates were established by classical geodetic methods
 NF1261.and adjusted by the National Geodetic Survey in February 1997.
 NF1261
 NF1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1261
 NF1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1261.GEOID18 height accuracy estimate available here.
 NF1261
 NF1261.Click photographs - Photos may exist for this station.
 NF1261
 NF1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1261
 NF1261. The following values were computed from the NAD 83(1994) position.
 NF1261
 NF1261;                    North         East     Units Scale Factor Converg.
 NF1261;SPC MI S     -   141,120.355 4,011,498.419   MT  0.99990887   +0 05 44.2
 NF1261;SPC MI S     -   462,993.29 13,161,084.05   iFT  0.99990887   +0 05 44.2
 NF1261;UTM  16      - 4,739,048.680   726,938.078   MT  1.00023364   +1 53 03.9
 NF1261
 NF1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1261!SPC MI S     -   0.99996243  x   0.99990887  =   0.99987131
 NF1261!UTM  16      -   0.99996243  x   1.00023364  =   1.00019606
 NF1261
 NF1261:                Primary Azimuth Mark                     Grid Az
 NF1261:SPC MI S     -  CLARK RM 3                               268 42 31.6
 NF1261:UTM  16      -  CLARK RM 3                               266 55 11.9
 NF1261
 NF1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2693839048(NAD 83)
 NF1261
 NF1261|---------------------------------------------------------------------|
 NF1261| PID    Reference Object                     Distance      Geod. Az  |
 NF1261|                                                           dddmmss.s |
 NF1261| NF1262 33014                                28.461 METERS 12128     |
 NF1261| NF1332 CLARK RM 3                          APPROX. 5.8 KM 2684815.8 |
 NF1261|---------------------------------------------------------------------|
 NF1261
 NF1261                          SUPERSEDED SURVEY CONTROL
 NF1261
 NF1261  NAD 83(1986)-  42 46 13.38181(N)    084 13 34.20250(W) AD(       ) 2
 NF1261  NAD 27      -  42 46 13.25941(N)    084 13 34.31788(W) AD(       ) 2
 NF1261  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 NF1261
 NF1261.Superseded values are not recommended for survey control.
 NF1261
 NF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1261.See file dsdata.pdf to determine how the superseded data were derived.
 NF1261
 NF1261_MARKER: DD = SURVEY DISK
 NF1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1261+STABILITY: SURFACE MOTION
 NF1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1261+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1261
 NF1261  HISTORY     - Date     Condition        Report By
 NF1261  HISTORY     - 1976     MONUMENTED       MIDH
 NF1261  HISTORY     - 20060429 GOOD             USPSQD
 NF1261
 NF1261                          STATION DESCRIPTION
 NF1261
 NF1261'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1261'STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1261'HCM, 33014, MDSH AND T, 1976, SET IN THE TOP OF A 12 INCH
 NF1261'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT
 NF1261'IS 37 FEET FROM THE CENTER LINE OF M-52 AND 164 FEET NORTH
 NF1261'NORTHEAST OF CONCRETE FENCE POST EAST END.
 NF1261
 NF1261                          STATION RECOVERY (2006)
 NF1261
 NF1261'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1261'REFERENCE MARKER 2
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1740 ***********************************************************************
 NF1740  DESIGNATION -  33015
 NF1740  PID         -  NF1740
 NF1740  STATE/COUNTY-  MI/INGHAM
 NF1740  COUNTRY     -  US
 NF1740  USGS QUAD   -  WILLIAMSTON (2017)
 NF1740
 NF1740                         *CURRENT SURVEY CONTROL
 NF1740  ______________________________________________________________________
 NF1740* NAD 83(1994) POSITION- 42 39 58.51904(N) 084 19 50.33327(W)   ADJUSTED
 NF1740* NAVD 88 ORTHO HEIGHT -   274.6   (meters)      901.    (feet) VERTCON3
 NF1740  ______________________________________________________________________
 NF1740  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 NF1740  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 NF1740  HORZ ORDER      -  FIRST
 NF1740
 NF1740.The horizontal coordinates were established by classical geodetic methods
 NF1740.and adjusted by the National Geodetic Survey in February 1997.
 NF1740
 NF1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1740
 NF1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1740.GEOID18 height accuracy estimate available here.
 NF1740
 NF1740.Click photographs - Photos may exist for this station.
 NF1740
 NF1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1740
 NF1740. The following values were computed from the NAD 83(1994) position.
 NF1740
 NF1740;                    North         East     Units Scale Factor Converg.
 NF1740;SPC MI S     -   129,545.047 4,002,952.578   MT  0.99991413   +0 01 28.2
 NF1740;SPC MI S     -   425,016.56 13,133,046.52   iFT  0.99991413   +0 01 28.2
 NF1740;UTM  16      - 4,727,208.956   718,754.909   MT  1.00018878   +1 48 35.3
 NF1740
 NF1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1740!SPC MI S     -   0.99996219  x   0.99991413  =   0.99987633
 NF1740!UTM  16      -   0.99996219  x   1.00018878  =   1.00015097
 NF1740
 NF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1875427208(NAD 83)
 NF1740
 NF1740                          SUPERSEDED SURVEY CONTROL
 NF1740
 NF1740  NAD 83(1986)-  42 39 58.52008(N)    084 19 50.35551(W) AD(       ) 1
 NF1740  NGVD 29 (08/17/92)  274.7    (m)          901.     (f) VERT ANG       
 NF1740
 NF1740.Superseded values are not recommended for survey control.
 NF1740
 NF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1740.See file dsdata.pdf to determine how the superseded data were derived.
 NF1740
 NF1740_MARKER: DD = SURVEY DISK
 NF1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1740_STAMPING: HCM 33015 1989
 NF1740_MARK LOGO: MIDH
 NF1740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1740+STABILITY: SURFACE MOTION
 NF1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1740+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1740
 NF1740  HISTORY     - Date     Condition        Report By
 NF1740  HISTORY     - 1989     MONUMENTED       MIDH
 NF1740
 NF1740                          STATION DESCRIPTION
 NF1740
 NF1740'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1740'STATION IS LOCATED IN QUAD. 420841, ABOUT 2.75 MI (4.43 KM) SOUTHWEST
 NF1740'OF WILLIAMSTON, 6.0 MI (9.7 KM) SOUTHEAST FROM OKEMOS, 8.0 MI
 NF1740'(12.9 KM) NORTHEAST OF MASON, NEAR THE CENTER OF SEC. 9, T-3-N,
 NF1740'R-1-E, IN WHEATFIELD TWP, ON HIGHWAY RIGHT-OF-WAY, 1.0 MI (1.6 KM)
 NF1740'WEST OF ZIMMERS ROAD, 1.9 MI (3.1 KM) EAST OF MERIDIAN ROAD AND ALONG
 NF1740'THE NORTH SIDE OF I-96 WEST BOUND VERY NEAR MILE MARKER 115.
 NF1740'TO REACH FROM THE STOPLIGHT IN WILLIAMSON, AT THE INTERSECTION OF M-43
 NF1740'(GRAND RIVER AVE.) AND WILLIAMSON ROAD, GO SOUTH ON WILLIAMSTON ROAD
 NF1740'FOR 1.5 MI (2.4 KM) TO THE WEST BOUND ON RAMP FOR I-96.  TURN RIGHT
 NF1740'AND GO WEST ON I-96 FOR 2.5 MI (4.0 KM) TO STATION ON RIGHT AT MILE
 NF1740'MARKER 115. IT IS 5.0 FT (1.5 M) SOUTH FROM A METAL WITNESS POST, 8.0
 NF1740'FT (2.4 M) NORTHEAST FROM MILE MARKER 115, 39.0 FT (11.9 M) NORTH
 NF1740'FROM CENTER OF WEST BOUND LANES OF I-96, AND 62.0 FT (18.9 M)
 NF1740'SOUTHERLY OF THE NORTH RIGHT-OF-WAY FENCE AND 88 FT (26.8 M) SOUTHEAST
 NF1740'FROM A SMALL PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1741 ***********************************************************************
 NF1741  DESIGNATION -  33016
 NF1741  PID         -  NF1741
 NF1741  STATE/COUNTY-  MI/INGHAM
 NF1741  COUNTRY     -  US
 NF1741  USGS QUAD   -  WILLIAMSTON (2017)
 NF1741
 NF1741                         *CURRENT SURVEY CONTROL
 NF1741  ______________________________________________________________________
 NF1741* NAD 83(1994) POSITION- 42 39 59.04096(N) 084 18 42.57848(W)   ADJUSTED
 NF1741* NAVD 88 ORTHO HEIGHT -   280.5   (meters)      920.    (feet) VERTCON3
 NF1741  ______________________________________________________________________
 NF1741  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 NF1741  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 NF1741  HORZ ORDER      -  FIRST
 NF1741
 NF1741.The horizontal coordinates were established by classical geodetic methods
 NF1741.and adjusted by the National Geodetic Survey in February 1997.
 NF1741
 NF1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1741
 NF1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1741.GEOID18 height accuracy estimate available here.
 NF1741
 NF1741.Click photographs - Photos may exist for this station.
 NF1741
 NF1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1741
 NF1741. The following values were computed from the NAD 83(1994) position.
 NF1741
 NF1741;                    North         East     Units Scale Factor Converg.
 NF1741;SPC MI S     -   129,561.983 4,004,495.379   MT  0.99991412   +0 02 14.4
 NF1741;SPC MI S     -   425,072.12 13,138,108.20   iFT  0.99991412   +0 02 14.4
 NF1741;UTM  16      - 4,727,273.966   720,296.863   MT  1.00019711   +1 49 21.3
 NF1741
 NF1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1741!SPC MI S     -   0.99996126  x   0.99991412  =   0.99987538
 NF1741!UTM  16      -   0.99996126  x   1.00019711  =   1.00015836
 NF1741
 NF1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2029627273(NAD 83)
 NF1741
 NF1741                          SUPERSEDED SURVEY CONTROL
 NF1741
 NF1741  NAD 83(1986)-  42 39 59.04220(N)    084 18 42.60073(W) AD(       ) 1
 NF1741  NGVD 29 (08/17/92)  280.6    (m)          921.     (f) VERT ANG       
 NF1741
 NF1741.Superseded values are not recommended for survey control.
 NF1741
 NF1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1741.See file dsdata.pdf to determine how the superseded data were derived.
 NF1741
 NF1741_MARKER: DD = SURVEY DISK
 NF1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1741_STAMPING: HCM 33016 1989
 NF1741_MARK LOGO: MIDH
 NF1741_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1741+STABILITY: SURFACE MOTION
 NF1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1741+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1741
 NF1741  HISTORY     - Date     Condition        Report By
 NF1741  HISTORY     - 1989     MONUMENTED       MIDH
 NF1741  HISTORY     - 20040424 GOOD             USPSQD
 NF1741
 NF1741                          STATION DESCRIPTION
 NF1741
 NF1741'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1741'STATION IS LOCATED IN QUAD. 420841, ABOUT 2.2 MI (3.5 KM) SOUTHWEST
 NF1741'FROM THE CENTER OF WILLIAMSTON, 7.3 MI (11.7 KM) NORTH FROM THE
 NF1741'CENTER OF DANSVILLE, 12.7 MI (20.4 KM) SOUTHEAST FROM THE MICHIGAN
 NF1741'STATE CAPITAL BUILDING IN LANSING, NEAR THE CENTER OF SEC. 10, T-3-N,
 NF1741'R-1-E, IN WHEATFIELD TWP. AND ON THE WEST SIDE OF THE NORTH
 NF1741'EMBANKMENT OF ZIMMER ROAD OVER I-96 AND ON HIGHWAY RIGHT-OF-WAY.
 NF1741'TO REACH FROM THE STOPLIGHT IN THE CENTER OF WILLIAMSTON AT THE
 NF1741'INTERSECTION OF M-43 (GRAND RIVER AVE.) AND WILLIAMSTON ROAD, GO WEST
 NF1741'ON M-43 FOR 1.6 MI (2.6 KM) TO A CROSSROAD (ZIMMER ROAD).  TURN LEFT
 NF1741'AND GO SOUTH ON ZIMMER ROAD FOR 1.75 MI (2.82 KM) TO THE NORTHWEST
 NF1741'CORNER OF THE BRIDGE OVERPASS OF I-96 AND THE STATION IN THE
 NF1741'NORTHWEST EMBANKMENT OF THIS OVERPASS. IT IS 3.0 FT (0.9 M) WEST FROM
 NF1741'THE WEST GUARDRAIL, 18.0 FT (5.5 M) WEST FROM THE CENTER OF ZIMMER
 NF1741'ROAD, 7.0 FT (2.1 M) NORTH FROM THE NORTH END OF THE NORTHWEST
 NF1741'ABUTMENT OF BRIDGE AND 5.0 FT (1.5 M) NORTHWEST FROM A METAL WITNESS
 NF1741'POST.
 NF1741
 NF1741                          STATION RECOVERY (2004)
 NF1741
 NF1741'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1742 ***********************************************************************
 NF1742  DESIGNATION -  33017
 NF1742  PID         -  NF1742
 NF1742  STATE/COUNTY-  MI/INGHAM
 NF1742  COUNTRY     -  US
 NF1742  USGS QUAD   -  WILLIAMSTON (2017)
 NF1742
 NF1742                         *CURRENT SURVEY CONTROL
 NF1742  ______________________________________________________________________
 NF1742* NAD 83(2011) POSITION- 42 39 56.07972(N) 084 18 02.15636(W)   ADJUSTED
 NF1742* NAD 83(2011) ELLIP HT-   234.622 (meters)        (06/27/12)   ADJUSTED
 NF1742* NAD 83(2011) EPOCH   -  2010.00
 NF1742* NAVD 88 ORTHO HEIGHT -   268.2   (meters)      880.    (feet) VERTCON3
 NF1742  ______________________________________________________________________
 NF1742  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 NF1742  NAD 83(2011) X  -    466,494.057 (meters)                     COMP
 NF1742  NAD 83(2011) Y  - -4,674,162.175 (meters)                     COMP
 NF1742  NAD 83(2011) Z  -  4,300,416.605 (meters)                     COMP
 NF1742  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 NF1742
 NF1742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1742  Standards:
 NF1742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1742  -------------------------------------------------------------------
 NF1742  NETWORK    3.78   5.06           1.22   1.76   2.58     -0.10732014
 NF1742  -------------------------------------------------------------------
 NF1742  Click here for local accuracies and other accuracy information.
 NF1742
 NF1742.The horizontal coordinates were established by GPS observations
 NF1742.and adjusted by the National Geodetic Survey in June 2012.
 NF1742
 NF1742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1742.been affixed to the stable North American tectonic plate. See 
 NF1742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1742
 NF1742.The horizontal coordinates are valid at the epoch date displayed above
 NF1742.which is a decimal equivalence of Year/Month/Day.
 NF1742
 NF1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1742
 NF1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1742.GEOID18 height accuracy estimate available here.
 NF1742
 NF1742.Click photographs - Photos may exist for this station.
 NF1742
 NF1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1742
 NF1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1742
 NF1742.The ellipsoidal height was determined by GPS observations
 NF1742.and is referenced to NAD 83.
 NF1742
 NF1742. The following values were computed from the NAD 83(2011) position.
 NF1742
 NF1742;                    North         East     Units Scale Factor Converg.
 NF1742;SPC MI S     -   129,471.276 4,005,415.881   MT  0.99991418   +0 02 41.9
 NF1742;SPC MI S     -   424,774.53 13,141,128.22   iFT  0.99991418   +0 02 41.9
 NF1742;UTM  16      - 4,727,211.962   721,220.007   MT  1.00020213   +1 49 48.6
 NF1742
 NF1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1742!SPC MI S     -   0.99996321  x   0.99991418  =   0.99987739
 NF1742!UTM  16      -   0.99996321  x   1.00020213  =   1.00016533
 NF1742
 NF1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2122027211(NAD 83)
 NF1742
 NF1742                          SUPERSEDED SURVEY CONTROL
 NF1742
 NF1742  NAD 83(2007)-  42 39 56.07936(N)    084 18 02.15819(W) AD(2002.00) 0
 NF1742  ELLIP H (02/10/07)  234.647  (m)                       GP(2002.00)    
 NF1742  ELLIP H (07/17/02)  234.698  (m)                       GP(       ) 4 1
 NF1742  NAD 83(1994)-  42 39 56.08014(N)    084 18 02.15543(W) AD(       ) 1
 NF1742  ELLIP H (02/03/97)  234.748  (m)                       GP(       ) 4 1
 NF1742  NAD 83(1986)-  42 39 56.08149(N)    084 18 02.17768(W) AD(       ) 1
 NF1742  NGVD 29 (08/17/92)  268.4    (m)  GEOID90  model used  GPS OBS        
 NF1742
 NF1742.Superseded values are not recommended for survey control.
 NF1742
 NF1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1742.See file dsdata.pdf to determine how the superseded data were derived.
 NF1742
 NF1742_MARKER: DD = SURVEY DISK
 NF1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1742_STAMPING: HCM 33017 1989
 NF1742_MARK LOGO: MIDH
 NF1742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1742+STABILITY: SURFACE MOTION
 NF1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1742+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 NF1742
 NF1742  HISTORY     - Date     Condition        Report By
 NF1742  HISTORY     - 1989     MONUMENTED       MIDH
 NF1742  HISTORY     - 19901030 GOOD
 NF1742
 NF1742                          STATION DESCRIPTION
 NF1742
 NF1742'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1742'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.8 MI (2.9 KM) SOUTHWEST
 NF1742'FROM WILLIAMSTON, 7.0 MI (11.3 KM) SOUTHEAST OF OKEMOS, 9.0 MI
 NF1742'(14.5 KM) NORTHEAST OF MASON, NEAR THE WEST SECTION LINE, IN SEC. 11,
 NF1742'T-3-N, R-1-E, WHEATFIELD TWP., ABOUT 0.55 MI (0.89 KM) EAST OF THE
 NF1742'ZIMMER ROAD BRIDGE OVER I-96 AND ON HIGHWAY RIGHT-OF-WAY.
 NF1742'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF M-43 (GRAND RIVER
 NF1742'AVE.) AND WILLIAMSTON ROAD IN THE CENTER OF WILLIAMSTON, GO SOUTH ON
 NF1742'WILLIAMSTON ROAD FOR 1.5 MI (2.4 KM) TO INTERSTATE HIGHWAY I-96 WEST
 NF1742'BOUND ON RAMP.  TURN RIGHT AND GO WEST ONTO I-96 FOR 1.0 MI (1.6 KM)
 NF1742'TO STATION ON THE SOUTHERLY SIDE OF HIGHWAY MEDIAN STRIP BETWEEN THE
 NF1742'EAST AND WEST BOUND LANES OF I-96.  IT IS 22.0 FT (6.7 M) NORTH FROM
 NF1742'THE CENTER OF I-96 EAST BOUND, 10.0 FT (3.0 M) SOUTH FROM A METAL
 NF1742'WITNESS POST AND ABOUT 2900.0 FT (883.9 M) EAST OF ZIMMER ROAD
 NF1742'BRIDGE.
 NF1742
 NF1742                          STATION RECOVERY (1990)
 NF1742
 NF1742'RECOVERED 1990
 NF1742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1743 ***********************************************************************
 NF1743  DESIGNATION -  33018
 NF1743  PID         -  NF1743
 NF1743  STATE/COUNTY-  MI/INGHAM
 NF1743  COUNTRY     -  US
 NF1743  USGS QUAD   -  WILLIAMSTON (2017)
 NF1743
 NF1743                         *CURRENT SURVEY CONTROL
 NF1743  ______________________________________________________________________
 NF1743* NAD 83(1994) POSITION- 42 39 53.98608(N) 084 16 55.86120(W)   ADJUSTED
 NF1743* NAVD 88 ORTHO HEIGHT -   279.1   (meters)      916.    (feet) VERTCON3
 NF1743  ______________________________________________________________________
 NF1743  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 NF1743  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 NF1743  HORZ ORDER      -  FIRST
 NF1743
 NF1743.The horizontal coordinates were established by classical geodetic methods
 NF1743.and adjusted by the National Geodetic Survey in February 1997.
 NF1743
 NF1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1743
 NF1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1743.GEOID18 height accuracy estimate available here.
 NF1743
 NF1743.Click photographs - Photos may exist for this station.
 NF1743
 NF1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1743
 NF1743. The following values were computed from the NAD 83(1994) position.
 NF1743
 NF1743;                    North         East     Units Scale Factor Converg.
 NF1743;SPC MI S     -   129,408.027 4,006,925.537   MT  0.99991422   +0 03 27.0
 NF1743;SPC MI S     -   424,567.02 13,146,081.16   iFT  0.99991422   +0 03 27.0
 NF1743;UTM  16      - 4,727,195.769   722,731.342   MT  1.00021038   +1 50 33.5
 NF1743
 NF1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1743!SPC MI S     -   0.99996148  x   0.99991422  =   0.99987570
 NF1743!UTM  16      -   0.99996148  x   1.00021038  =   1.00017185
 NF1743
 NF1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2273127195(NAD 83)
 NF1743
 NF1743                          SUPERSEDED SURVEY CONTROL
 NF1743
 NF1743  NAD 83(1986)-  42 39 53.98755(N)    084 16 55.88346(W) AD(       ) 1
 NF1743  NGVD 29 (08/17/92)  279.2    (m)          916.     (f) VERT ANG       
 NF1743
 NF1743.Superseded values are not recommended for survey control.
 NF1743
 NF1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1743.See file dsdata.pdf to determine how the superseded data were derived.
 NF1743
 NF1743_MARKER: DD = SURVEY DISK
 NF1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1743_STAMPING: HCM 33018 1989
 NF1743_MARK LOGO: MIDH
 NF1743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1743+STABILITY: SURFACE MOTION
 NF1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1743+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1743
 NF1743  HISTORY     - Date     Condition        Report By
 NF1743  HISTORY     - 1989     MONUMENTED       MIDH
 NF1743  HISTORY     - 20060429 GOOD             USPSQD
 NF1743
 NF1743                          STATION DESCRIPTION
 NF1743
 NF1743'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1743'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.6 MI (2.6 KM) SOUTH OF
 NF1743'WILLIAMSTON, 10.0 MI (16.1 KM) NORTHEAST OF MASON, 14.0 MI (22.5 KM)
 NF1743'SOUTHEAST OF THE MICHIGAN STATE CAPITALBUILDING IN LANSING, NEAR THE
 NF1743'EAST QUARTER CORNER OF SEC. 11, T-3-N, R-1-E, IN WHEATFIELD TWP., AND
 NF1743'ON HIGHWAY RIGHT-OF-WAY.
 NF1743'TO REACH FROM THE TRAFFIC LIGHT IN THE CENTER OF WILLIAMSTON, AT THE
 NF1743'INTERSECTION OF M-43 (GRAND RIVER AVE.) AND WILLIAMSTON ROAD, GO
 NF1743'SOUTH ON WILLIAMSTON RAD 1.65 MI (2.66 KM) TO THE SOUTH EMBANKMENT OF
 NF1743'WILLIAMSTON ROAD OVER INTERSTATE HIGHWAY I-96 AND THE STATION ON THE
 NF1743'RIGHT.  IT IS ABOUT 2.0 FT (0.6 M) WEST OF THE WEST GUARDRAIL, 5.0 FT
 NF1743'(1.5 M) NORTHEAST FROM A METAL WITNESS POST, 106.0 FT (32.3 M)  WEST
 NF1743'FROM THE CENTER OF WILLIAMSTON ROAD AND 143.0 FT (43.6 M) SOUTH FROM
 NF1743'THE SOUTH BRIDGE ABUTMENT.
 NF1743
 NF1743                          STATION RECOVERY (2006)
 NF1743
 NF1743'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1744 ***********************************************************************
 NF1744  DESIGNATION -  33019
 NF1744  PID         -  NF1744
 NF1744  STATE/COUNTY-  MI/INGHAM
 NF1744  COUNTRY     -  US
 NF1744  USGS QUAD   -  WEBBERVILLE (2017)
 NF1744
 NF1744                         *CURRENT SURVEY CONTROL
 NF1744  ______________________________________________________________________
 NF1744* NAD 83(2011) POSITION- 42 39 23.67305(N) 084 11 39.09374(W)   ADJUSTED
 NF1744* NAD 83(2011) ELLIP HT-   240.647 (meters)        (06/27/12)   ADJUSTED
 NF1744* NAD 83(2011) EPOCH   -  2010.00
 NF1744* NAVD 88 ORTHO HEIGHT -   273.944 (meters)      898.76  (feet) ADJUSTED
 NF1744  ______________________________________________________________________
 NF1744  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 NF1744  NAD 83(2011) X  -    475,242.820 (meters)                     COMP
 NF1744  NAD 83(2011) Y  - -4,673,966.375 (meters)                     COMP
 NF1744  NAD 83(2011) Z  -  4,299,685.299 (meters)                     COMP
 NF1744  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 NF1744  DYNAMIC HEIGHT  -        273.871 (meters)      898.53  (feet) COMP
 NF1744  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 NF1744
 NF1744  VERT ORDER      -  FIRST     CLASS II
 NF1744
 NF1744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1744  Standards:
 NF1744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1744  -------------------------------------------------------------------
 NF1744  NETWORK    1.72   2.27           0.54   0.81   1.16      0.02238716
 NF1744  -------------------------------------------------------------------
 NF1744  Click here for local accuracies and other accuracy information.
 NF1744
 NF1744.The horizontal coordinates were established by GPS observations
 NF1744.and adjusted by the National Geodetic Survey in June 2012.
 NF1744
 NF1744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1744.been affixed to the stable North American tectonic plate. See 
 NF1744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1744
 NF1744.The horizontal coordinates are valid at the epoch date displayed above
 NF1744.which is a decimal equivalence of Year/Month/Day.
 NF1744
 NF1744.The orthometric height was determined by differential leveling and
 NF1744.adjusted by the NATIONAL GEODETIC SURVEY
 NF1744.in October 2009.
 NF1744
 NF1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1744.GEOID18 height accuracy estimate available here.
 NF1744
 NF1744.Click photographs - Photos may exist for this station.
 NF1744
 NF1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1744
 NF1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1744
 NF1744.The ellipsoidal height was determined by GPS observations
 NF1744.and is referenced to NAD 83.
 NF1744
 NF1744.The dynamic height is computed by dividing the NAVD 88
 NF1744.geopotential number by the normal gravity value computed on the
 NF1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1744.degrees latitude (g = 980.6199 gals.).
 NF1744
 NF1744.The modeled gravity was interpolated from observed gravity values.
 NF1744
 NF1744. The following values were computed from the NAD 83(2011) position.
 NF1744
 NF1744;                    North         East     Units Scale Factor Converg.
 NF1744;SPC MI S     -   128,483.739 4,014,140.549   MT  0.99991479   +0 07 02.5
 NF1744;SPC MI S     -   421,534.58 13,169,752.46   iFT  0.99991479   +0 07 02.5
 NF1744;UTM  16      - 4,726,496.439   729,973.931   MT  1.00025073   +1 54 07.4
 NF1744
 NF1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1744!SPC MI S     -   0.99996226  x   0.99991479  =   0.99987705
 NF1744!UTM  16      -   0.99996226  x   1.00025073  =   1.00021298
 NF1744
 NF1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2997326496(NAD 83)
 NF1744
 NF1744                          SUPERSEDED SURVEY CONTROL
 NF1744
 NF1744  NAD 83(2007)-  42 39 23.67309(N)    084 11 39.09468(W) AD(2002.00) 0
 NF1744  ELLIP H (02/10/07)  240.667  (m)                       GP(2002.00)    
 NF1744  ELLIP H (07/17/02)  240.725  (m)                       GP(       ) 4 1
 NF1744  NAD 83(1994)-  42 39 23.67169(N)    084 11 39.09248(W) AD(       ) 1
 NF1744  ELLIP H (02/03/97)  240.790  (m)                       GP(       ) 4 1
 NF1744  NAD 83(1986)-  42 39 23.67315(N)    084 11 39.11483(W) AD(       ) 1
 NF1744  NGVD 29 (08/17/92)  274.1    (m)  GEOID90  model used  GPS OBS        
 NF1744
 NF1744.Superseded values are not recommended for survey control.
 NF1744
 NF1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1744.See file dsdata.pdf to determine how the superseded data were derived.
 NF1744
 NF1744_MARKER: DD = SURVEY DISK
 NF1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1744_STAMPING: HCM 33019 1989
 NF1744_MARK LOGO: MIDH
 NF1744_PROJECTION: FLUSH
 NF1744_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1744+STABILITY: SURFACE MOTION
 NF1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1744+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2018
 NF1744
 NF1744  HISTORY     - Date     Condition        Report By
 NF1744  HISTORY     - 1989     MONUMENTED       MIDH
 NF1744  HISTORY     - 19901109 GOOD
 NF1744  HISTORY     - 20040424 GOOD             USPSQD
 NF1744  HISTORY     - 20080328 GOOD             COLEM
 NF1744  HISTORY     - 20180915 GOOD             SPICE
 NF1744
 NF1744                          STATION DESCRIPTION
 NF1744
 NF1744'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1744'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF
 NF1744'THE CENTER OF WEBERVILLE, 4.7 MI (7.6 KM) SOUTHEAST OF WILLIAMSTON,
 NF1744'8.7 MI (14.0 KM) NORTHEAST OF DANSVILLE, NEAR THE SOUTH LINE OF SEC
 NF1744'10, T-3-N, R-2-E, LEROY TWP AND ON HIGHWAY RIGHT-OF-WAY. IT IS EAST
 NF1744'OF M-52 SOUTH AND BETWEEN INTERSTATE HIGHWAY I-96 EAST BOUND ROADWAY
 NF1744'AND THE EAST BOUND ON RAMP TO I-96 FROM M-52.
 NF1744'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF M-43 (GRAND
 NF1744'RIVER AVE.) AND WILLIAMSTON RD. GO EAST ON M-43 FOR 4.6 MI (7.4 KM)
 NF1744'TO M-52 SOUTH.  TURN RIGHT AND GO SOUTH ON M-52 FOR 0.9 MI (1.4 KM) TO
 NF1744'INTERSTATE HIGHWAY I-96 EAST BOUND ON RAMP.  TURN LEFT AND GO
 NF1744'NORTHEASTERLY ON I-96 ON RAMP FOR 0.2 MI (0.3 KM) TO THE STATION ON
 NF1744'THE LEFT.  IT IS ABOUT 4.7 FT (1.4 M) NORTH OF THE NORTHERLY EDGE OF
 NF1744'THE RAMP PAVEMENT, 4.9 FT (1.5 M) NORTH FROM A METAL WITNESS POST,
 NF1744'72.4 FT (22.1 M) SOUTH OF THE CENTER OF THE CENTER OF THE MEDIUM
 NF1744'BETWEEN THE EAST AND WEST BOUND LANES OF I-96, 73.8 FT (22.5 M) SOUTH
 NF1744'FROM THE CENTER OF EAST BOUND I-96 AND 125.0 FT (38.1 M) WEST FROM A
 NF1744'MERGE ROAD SIGN AT THE BEGINNING OF THE PAVEMENT GORE EXTENDING
 NF1744'EASTWARD.
 NF1744
 NF1744                          STATION RECOVERY (1990)
 NF1744
 NF1744'RECOVERED 1990
 NF1744'RECOVERED IN GOOD CONDITION.
 NF1744
 NF1744                          STATION RECOVERY (2004)
 NF1744
 NF1744'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1744'RECOVERED IN GOOD CONDITION.
 NF1744
 NF1744                          STATION RECOVERY (2008)
 NF1744
 NF1744'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1744'RECOVERED AS DESCRIBED.
 NF1744
 NF1744                          STATION RECOVERY (2018)
 NF1744
 NF1744'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 NF1744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1745 ***********************************************************************
 NF1745  DESIGNATION -  33020
 NF1745  PID         -  NF1745
 NF1745  STATE/COUNTY-  MI/INGHAM
 NF1745  COUNTRY     -  US
 NF1745  USGS QUAD   -  WEBBERVILLE (2017)
 NF1745
 NF1745                         *CURRENT SURVEY CONTROL
 NF1745  ______________________________________________________________________
 NF1745* NAD 83(2011) POSITION- 42 39 05.70587(N) 084 10 40.40665(W)   ADJUSTED
 NF1745* NAD 83(2011) ELLIP HT-   242.925 (meters)        (06/27/12)   ADJUSTED
 NF1745* NAD 83(2011) EPOCH   -  2010.00
 NF1745* NAVD 88 ORTHO HEIGHT -   276.224 (meters)      906.24  (feet) ADJUSTED
 NF1745  ______________________________________________________________________
 NF1745  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 NF1745  NAD 83(2011) X  -    476,610.930 (meters)                     COMP
 NF1745  NAD 83(2011) Y  - -4,674,206.368 (meters)                     COMP
 NF1745  NAD 83(2011) Z  -  4,299,279.077 (meters)                     COMP
 NF1745  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 NF1745  DYNAMIC HEIGHT  -        276.150 (meters)      906.00  (feet) COMP
 NF1745  MODELED GRAVITY -    980,346.1   (mgal)                       NAVD 88
 NF1745
 NF1745  VERT ORDER      -  FIRST     CLASS II
 NF1745
 NF1745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1745  Standards:
 NF1745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1745  -------------------------------------------------------------------
 NF1745  NETWORK    0.32   0.45           0.15   0.10   0.23     -0.17031356
 NF1745  -------------------------------------------------------------------
 NF1745  Click here for local accuracies and other accuracy information.
 NF1745
 NF1745.The horizontal coordinates were established by GPS observations
 NF1745.and adjusted by the National Geodetic Survey in June 2012.
 NF1745
 NF1745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1745.been affixed to the stable North American tectonic plate. See 
 NF1745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1745
 NF1745.The horizontal coordinates are valid at the epoch date displayed above
 NF1745.which is a decimal equivalence of Year/Month/Day.
 NF1745
 NF1745.The orthometric height was determined by differential leveling and
 NF1745.adjusted by the NATIONAL GEODETIC SURVEY
 NF1745.in October 2009.
 NF1745
 NF1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1745.GEOID18 height accuracy estimate available here.
 NF1745
 NF1745.Click photographs - Photos may exist for this station.
 NF1745
 NF1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1745
 NF1745.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1745
 NF1745.The ellipsoidal height was determined by GPS observations
 NF1745.and is referenced to NAD 83.
 NF1745
 NF1745.The dynamic height is computed by dividing the NAVD 88
 NF1745.geopotential number by the normal gravity value computed on the
 NF1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1745.degrees latitude (g = 980.6199 gals.).
 NF1745
 NF1745.The modeled gravity was interpolated from observed gravity values.
 NF1745
 NF1745. The following values were computed from the NAD 83(2011) position.
 NF1745
 NF1745;                    North         East     Units Scale Factor Converg.
 NF1745;SPC MI S     -   127,932.238 4,015,478.333   MT  0.99991514   +0 07 42.5
 NF1745;SPC MI S     -   419,725.19 13,174,141.51   iFT  0.99991514   +0 07 42.5
 NF1745;UTM  16      - 4,725,986.693   731,328.700   MT  1.00025842   +1 54 46.6
 NF1745
 NF1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1745!SPC MI S     -   0.99996190  x   0.99991514  =   0.99987705
 NF1745!UTM  16      -   0.99996190  x   1.00025842  =   1.00022031
 NF1745
 NF1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3132825986(NAD 83)
 NF1745
 NF1745                          SUPERSEDED SURVEY CONTROL
 NF1745
 NF1745  NAD 83(2007)-  42 39 05.70602(N)    084 10 40.40699(W) AD(2002.00) B
 NF1745  ELLIP H (10/23/09)  242.918  (m)                       GP(2002.00) 3 1
 NF1745  NAD 83(1994)-  42 39 05.70400(N)    084 10 40.40485(W) AD(       ) 2
 NF1745  NAD 83(1986)-  42 39 05.70539(N)    084 10 40.42729(W) AD(       ) 2
 NF1745  NGVD 29 (08/17/92)  276.3    (m)          906.     (f) VERT ANG       
 NF1745
 NF1745.Superseded values are not recommended for survey control.
 NF1745
 NF1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1745.See file dsdata.pdf to determine how the superseded data were derived.
 NF1745
 NF1745_MARKER: DD = SURVEY DISK
 NF1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1745_STAMPING: HCM 33020 1989
 NF1745_MARK LOGO: MIDH
 NF1745_PROJECTION: FLUSH
 NF1745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1745+STABILITY: SURFACE MOTION
 NF1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1745+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2018
 NF1745
 NF1745  HISTORY     - Date     Condition        Report By
 NF1745  HISTORY     - 1989     MONUMENTED       MIDH
 NF1745  HISTORY     - 20040424 GOOD             USPSQD
 NF1745  HISTORY     - 20060429 GOOD             USPSQD
 NF1745  HISTORY     - 20080328 GOOD             COLEM
 NF1745  HISTORY     - 20180915 GOOD             SPICE
 NF1745
 NF1745                          STATION DESCRIPTION
 NF1745
 NF1745'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1745'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.1 MI (1.8 KM) SOUTH OF THE
 NF1745'CENTER OF WEBBERVILLE, 8.75 MI (14.08 KM) NORTHEAST OF DANSVILLE,
 NF1745'NEAR THE CENTER OF SEC. 14, T-3-N, R-2-E, LEROY TWP, AND ON THE EAST
 NF1745'SIDE OF THE SOUTH EMBANKMENT OF ELM ROAD OVER INTERSTATE HIGHWAY I-96
 NF1745'AND ON HIGHWAY RIGHT-OF-WAY.
 NF1745'TO REACH FROM THE M-43 (GRAND RIVER AVE.) BRIDGE OVER KALAMINK CREEK,
 NF1745'WHICH IS JUST WEST OF THE VILLAGE CENTER OF WEBBERVILLE, GO EAST ON
 NF1745'M-43 FOR ABOUT 60 FEET TO ELM ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NF1745'ELM ROAD FOR 1.1 MI (1.8 KM) TO THE BRIDGE OVERPASS OF I-96 AND THE
 NF1745'STATION AT THE SOUTHEAST CORNER OF THE BRIDGE IN EMBANKMENT.  IT IS
 NF1745'2.0 FT (0.6 M) EAST OF THE EAST GUARDRAIL, 4.9 FT (1.5 M) NORTHWEST
 NF1745'OF A METAL WITNESS POST, 16.9 FT (5.2 M) EAST OF THE CENTER OF ELM
 NF1745'ROAD AND 28.2 FT (8.6 M) SOUTH FROM THE SOUTHEAST ABUTMENT OF BRIDGE.
 NF1745
 NF1745                          STATION RECOVERY (2004)
 NF1745
 NF1745'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1745'RECOVERED IN GOOD CONDITION.
 NF1745
 NF1745                          STATION RECOVERY (2006)
 NF1745
 NF1745'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1745'WITNESS POST IS MISSING SIGN.
 NF1745
 NF1745                          STATION RECOVERY (2008)
 NF1745
 NF1745'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1745'RECOVERED AS DESCRIBED.
 NF1745
 NF1745                          STATION RECOVERY (2018)
 NF1745
 NF1745'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 NF1745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1746 ***********************************************************************
 NF1746  DESIGNATION -  33021
 NF1746  PID         -  NF1746
 NF1746  STATE/COUNTY-  MI/INGHAM
 NF1746  COUNTRY     -  US
 NF1746  USGS QUAD   -  WEBBERVILLE (2017)
 NF1746
 NF1746                         *CURRENT SURVEY CONTROL
 NF1746  ______________________________________________________________________
 NF1746* NAD 83(1994) POSITION- 42 39 58.77521(N) 084 11 32.19391(W)   ADJUSTED
 NF1746* NAVD 88 ORTHO HEIGHT -   315.0   (meters)     1033.    (feet) VERTCON3
 NF1746  ______________________________________________________________________
 NF1746  GEOID HEIGHT    -        -33.295 (meters)                     GEOID18
 NF1746  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 NF1746  HORZ ORDER      -  FIRST
 NF1746
 NF1746.The horizontal coordinates were established by classical geodetic methods
 NF1746.and adjusted by the National Geodetic Survey in February 1997.
 NF1746
 NF1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1746
 NF1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1746.GEOID18 height accuracy estimate available here.
 NF1746
 NF1746.Click photographs - Photos may exist for this station.
 NF1746
 NF1746.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1746
 NF1746. The following values were computed from the NAD 83(1994) position.
 NF1746
 NF1746;                    North         East     Units Scale Factor Converg.
 NF1746;SPC MI S     -   129,567.124 4,014,295.443   MT  0.99991413   +0 07 07.2
 NF1746;SPC MI S     -   425,088.99 13,170,260.64   iFT  0.99991413   +0 07 07.2
 NF1746;UTM  16      - 4,727,584.489   730,095.046   MT  1.00025141   +1 54 13.3
 NF1746
 NF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1746!SPC MI S     -   0.99995583  x   0.99991413  =   0.99986996
 NF1746!UTM  16      -   0.99995583  x   1.00025141  =   1.00020723
 NF1746
 NF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3009527584(NAD 83)
 NF1746
 NF1746                          SUPERSEDED SURVEY CONTROL
 NF1746
 NF1746  NAD 83(1986)-  42 39 58.77666(N)    084 11 32.21617(W) AD(       ) 1
 NF1746  NGVD 29 (08/17/92)  315.1    (m)         1034.     (f) VERT ANG       
 NF1746
 NF1746.Superseded values are not recommended for survey control.
 NF1746
 NF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1746.See file dsdata.pdf to determine how the superseded data were derived.
 NF1746
 NF1746_MARKER: DD = SURVEY DISK
 NF1746_SETTING: 0 = UNSPECIFIED SETTING
 NF1746_STAMPING: HCM 33021 1989
 NF1746_MARK LOGO: MIDH
 NF1746_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1746+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1746
 NF1746  HISTORY     - Date     Condition        Report By
 NF1746  HISTORY     - 1989     MONUMENTED       MIDH
 NF1746  HISTORY     - 20060429 GOOD             USPSQD
 NF1746
 NF1746                          STATION DESCRIPTION
 NF1746
 NF1746'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1746'STATION IS LOCATED IN QUAD. 420841, IN THE EAST HALF OF SEC. 10,
 NF1746'T-3-N, R-2-E, LEROY TWP. AND JUST EAST OF THE WEST LIMITS OF THE TOWN
 NF1746'OF WEBBERVILLE ATOP THE WEBBERVILLE GRAIN ELEVATOR COMPLEX.  THE DISK
 NF1746'IS EPOXED TO THE ROOF OF THE GRAIN SILO PRESENTLY LEASED TO MID-STATE
 NF1746'TERMINALS.
 NF1746'TO REACH THE STATION FROM THE STOP LIGHT IN THE MIDDLE OF WILLIAMSTON,
 NF1746'(JUNCTION OF M-43 (GRAND RIVER AVE. AND WILLIAMSTON ROAD), GO EAST ON
 NF1746'M-43 (GRAND RIVER AVENUE) FOR 4.6 MI (7.4 KM) TO THE JUNCTION OF M-52
 NF1746'SOUTH. TURN RIGHT AND GO SOUTH ON M-52 FOR 0.25 MI (0.40 KM) TO A
 NF1746'SIDE ROAD LEFT LEADING TO THE MIDSTATE TERMINALS GRAIN ELEVATORS.
 NF1746'TURN LEFT AND GO EAST FOR 0.2 MI (0.3 KM) TO THE ELEVATOR WEIGHT
 NF1746'OFFICE.  NOTIFY FACILITY PERSONNEL OF YOUR PRESENCE AND ASK
 NF1746'PERMISSION TO VISIT STATION AND DIRECTIONS ON USE OF THE ELEVATOR AND
 NF1746'HOW TO GET ATOP THE GRAIN ELEVATORS.  PROCEED FROM HERE TO THE ROOF
 NF1746'OF THE ELEVATORS.
 NF1746'STATION IS EPOXIED TO THE CONCRETE ROOF UNDER A 6 INCH TALL BY 5 INCH
 NF1746'DIAMETER CYLINDERCIAL GALVINIZED METAL LINCOLN HAT WITH A REMOVAL
 NF1746'COVER WHICH IS TARRED TO THE ROOF ON THE MOST NORTHEASTERLY GRAIN
 NF1746'ELEVATOR, ABOUT 3.41 FT (1.04 M) SOUTH FROM THE NORTH EDGE ELEVATOR.
 NF1746
 NF1746                          STATION RECOVERY (2006)
 NF1746
 NF1746'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5227 ***********************************************************************
 DL5227  DESIGNATION -  3311
 DL5227  PID         -  DL5227
 DL5227  STATE/COUNTY-  MI/ALLEGAN
 DL5227  COUNTRY     -  US
 DL5227  USGS QUAD   -  OTSEGO (2017)
 DL5227
 DL5227                         *CURRENT SURVEY CONTROL
 DL5227  ______________________________________________________________________
 DL5227* NAD 83(1986) POSITION- 42 26 11.66   (N) 085 39 39.50   (W)   HD_HELD1
 DL5227* NAVD 88 ORTHO HEIGHT -   223.942 (meters)      734.72  (feet) ADJUSTED
 DL5227  ______________________________________________________________________
 DL5227  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 DL5227  DYNAMIC HEIGHT  -        223.877 (meters)      734.50  (feet) COMP
 DL5227  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 DL5227
 DL5227  VERT ORDER      -  FIRST     CLASS II
 DL5227
 DL5227.The horizontal coordinates were determined by differentially corrected
 DL5227.hand held GPS observations or other comparable positioning techniques
 DL5227.and have an estimated accuracy of +/- 3 meters.
 DL5227
 DL5227.The orthometric height was determined by differential leveling and
 DL5227.adjusted by the NATIONAL GEODETIC SURVEY
 DL5227.in October 2009.
 DL5227
 DL5227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5227.GEOID18 height accuracy estimate available here.
 DL5227
 DL5227.Click photographs - Photos may exist for this station.
 DL5227
 DL5227.The dynamic height is computed by dividing the NAVD 88
 DL5227.geopotential number by the normal gravity value computed on the
 DL5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5227.degrees latitude (g = 980.6199 gals.).
 DL5227
 DL5227.The modeled gravity was interpolated from observed gravity values.
 DL5227
 DL5227;                    North         East    Units  Estimated Accuracy
 DL5227;SPC MI S     -   104,850.8   3,893,512.8     MT  (+/- 3 meters HH1 GPS) 
 DL5227
 DL5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1013499118(NAD 83)
 DL5227
 DL5227                          SUPERSEDED SURVEY CONTROL
 DL5227
 DL5227.No superseded survey control is available for this station.
 DL5227
 DL5227_MARKER: DD = SURVEY DISK
 DL5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5227_STAMPING: 3311
 DL5227_MARK LOGO: MIDT
 DL5227_PROJECTION: RECESSED 15 CENTIMETERS
 DL5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5227+STABILITY: SURFACE MOTION
 DL5227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5227+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DL5227
 DL5227  HISTORY     - Date     Condition        Report By
 DL5227  HISTORY     - 2008     MONUMENTED       COLEM
 DL5227  HISTORY     - 20080505 GOOD             COLEM
 DL5227
 DL5227                          STATION DESCRIPTION
 DL5227
 DL5227'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 (ALLEGAN
 DL5227'STREET) WITH US HIGHWAY 131 (EXIT 49) IN PLAINWELL, MICHIGAN, GO SOUTH
 DL5227'ON US HIGHWAY 131 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DL5227'
 DL5227'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY POINT
 DL5227'DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE MONUMENT IN
 DL5227'THE MEDIAN OF US HIGHWAY 131.
 DL5227'
 DL5227'THE STATION 250 FT (76.2 M) NORTH OF THE END OF A GUARD RAIL, 28 FT
 DL5227'(8.5 M) WEST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF US
 DL5227'HIGHWAY 131, 27 FT (8.2 M) EAST OF THE SOUTHBOUND LANES OF US HIGHWAY
 DL5227'131 AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1747 ***********************************************************************
 NF1747  DESIGNATION -  33201
 NF1747  PID         -  NF1747
 NF1747  STATE/COUNTY-  MI/INGHAM
 NF1747  COUNTRY     -  US
 NF1747  USGS QUAD   -  EAST LANSING (2017)
 NF1747
 NF1747                         *CURRENT SURVEY CONTROL
 NF1747  ______________________________________________________________________
 NF1747* NAD 83(2011) POSITION- 42 43 10.53221(N) 084 24 57.76759(W)   ADJUSTED
 NF1747* NAD 83(2011) ELLIP HT-   231.846 (meters)        (06/27/12)   ADJUSTED
 NF1747* NAD 83(2011) EPOCH   -  2010.00
 NF1747* NAVD 88 ORTHO HEIGHT -   265.373 (meters)      870.64  (feet) ADJUSTED
 NF1747  ______________________________________________________________________
 NF1747  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 NF1747  NAD 83(2011) X  -    456,678.855 (meters)                     COMP
 NF1747  NAD 83(2011) Y  - -4,671,041.178 (meters)                     COMP
 NF1747  NAD 83(2011) Z  -  4,304,825.122 (meters)                     COMP
 NF1747  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 NF1747  DYNAMIC HEIGHT  -        265.300 (meters)      870.41  (feet) COMP
 NF1747  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 NF1747
 NF1747  VERT ORDER      -  FIRST     CLASS II
 NF1747
 NF1747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1747  Standards:
 NF1747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1747  -------------------------------------------------------------------
 NF1747  NETWORK    0.33   0.61           0.15   0.11   0.31      0.13263739
 NF1747  -------------------------------------------------------------------
 NF1747  Click here for local accuracies and other accuracy information.
 NF1747
 NF1747.The horizontal coordinates were established by GPS observations
 NF1747.and adjusted by the National Geodetic Survey in June 2012.
 NF1747
 NF1747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1747.been affixed to the stable North American tectonic plate. See 
 NF1747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1747
 NF1747.The horizontal coordinates are valid at the epoch date displayed above
 NF1747.which is a decimal equivalence of Year/Month/Day.
 NF1747
 NF1747.The orthometric height was determined by differential leveling and
 NF1747.adjusted by the NATIONAL GEODETIC SURVEY
 NF1747.in October 2009.
 NF1747
 NF1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1747.GEOID18 height accuracy estimate available here.
 NF1747
 NF1747.Click photographs - Photos may exist for this station.
 NF1747
 NF1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1747
 NF1747.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1747
 NF1747.The ellipsoidal height was determined by GPS observations
 NF1747.and is referenced to NAD 83.
 NF1747
 NF1747.The dynamic height is computed by dividing the NAVD 88
 NF1747.geopotential number by the normal gravity value computed on the
 NF1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1747.degrees latitude (g = 980.6199 gals.).
 NF1747
 NF1747.The modeled gravity was interpolated from observed gravity values.
 NF1747
 NF1747. The following values were computed from the NAD 83(2011) position.
 NF1747
 NF1747;                    North         East     Units Scale Factor Converg.
 NF1747;SPC MI S     -   135,470.116 3,995,955.615   MT  0.99991103   -0 02 01.0
 NF1747;SPC MI S     -   444,455.76 13,110,090.60   iFT  0.99991103   -0 02 01.0
 NF1747;UTM  16      - 4,732,914.509   711,574.807   MT  1.00015075   +1 45 13.1
 NF1747
 NF1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1747!SPC MI S     -   0.99996364  x   0.99991103  =   0.99987467
 NF1747!UTM  16      -   0.99996364  x   1.00015075  =   1.00011439
 NF1747
 NF1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1157432914(NAD 83)
 NF1747
 NF1747                          SUPERSEDED SURVEY CONTROL
 NF1747
 NF1747  NAD 83(2007)-  42 43 10.53087(N)    084 24 57.76835(W) AD(2002.00) 0
 NF1747  ELLIP H (02/10/07)  231.922  (m)                       GP(2002.00)    
 NF1747  ELLIP H (07/17/02)  231.976  (m)                       GP(       ) 4 1
 NF1747  NAD 83(1994)-  42 43 10.53051(N)    084 24 57.76732(W) AD(       ) 1
 NF1747  ELLIP H (02/03/97)  232.022  (m)                       GP(       ) 4 1
 NF1747  NAD 83(1986)-  42 43 10.52990(N)    084 24 57.79370(W) AD(       ) 1
 NF1747  NGVD 29 (08/17/92)  266.     (m)  GEOID90  model used  GPS OBS        
 NF1747
 NF1747.Superseded values are not recommended for survey control.
 NF1747
 NF1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1747.See file dsdata.pdf to determine how the superseded data were derived.
 NF1747
 NF1747_MARKER: DD = SURVEY DISK
 NF1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1747_STAMPING: 33201 1990
 NF1747_MARK LOGO: MIDH
 NF1747_PROJECTION: FLUSH
 NF1747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1747+STABILITY: SURFACE MOTION
 NF1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1747+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2014
 NF1747
 NF1747  HISTORY     - Date     Condition        Report By
 NF1747  HISTORY     - 1990     MONUMENTED       MIDH
 NF1747  HISTORY     - 19970707 GOOD             WOOLPT
 NF1747  HISTORY     - 20040619 GOOD             GEOCAC
 NF1747  HISTORY     - 20060429 GOOD             USPSQD
 NF1747  HISTORY     - 20080407 GOOD             COLEM
 NF1747  HISTORY     - 20110524 GOOD             FTCH
 NF1747  HISTORY     - 20140114 GOOD             KEBSIN
 NF1747
 NF1747                          STATION DESCRIPTION
 NF1747
 NF1747'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1747'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 7 MILES
 NF1747'SOUTHEASTERLY OF LANSING, 7 MILES NORTHWESTERLY OF WILLIAMSTON, 9
 NF1747'MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43 AND IN
 NF1747'THE NORTHWEST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1747'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1747'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1747'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1747'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT, SET BETWEEN THE HIGHWAY
 NF1747'CURB AND THE SIDEWALK.
 NF1747'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 2.0 FT (0.6 M) SOUTH
 NF1747'FROM THE SOUTH EDGE OF THE SIDEWALK, 7.0 FT (2.1 M) NORTH FROM THE
 NF1747'NORTH EDGE OF CURB, 43.0 FT (13.1 M) SOUTHEAST FROM A FIRE HYDRANT,
 NF1747'65.0 FT (19.8 M) EASTERLY FROM THE END OF THE SIDEWALK A THE DRIVE
 NF1747'WHICH IS NOW ACE RENTALS AND CAMPUS FORD AND 94.0 FT (28.7 M)
 NF1747'SOUTHWEST FROM A FLAG POLE.  THERE IS NO UNDERGROUND DISK.
 NF1747'DESCRIBED BY MIDH.
 NF1747
 NF1747                          STATION RECOVERY (1997)
 NF1747
 NF1747'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2004)
 NF1747
 NF1747'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2006)
 NF1747
 NF1747'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2008)
 NF1747
 NF1747'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1747'RECOVERED AS DESCRIBED.
 NF1747
 NF1747                          STATION RECOVERY (2011)
 NF1747
 NF1747'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2011 (ERF)
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2014)
 NF1747
 NF1747'RECOVERY NOTE BY KEBS INCORPORATED 2014 (ERF)
 NF1747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1748 ***********************************************************************
 NF1748  DESIGNATION -  33202
 NF1748  PID         -  NF1748
 NF1748  STATE/COUNTY-  MI/INGHAM
 NF1748  COUNTRY     -  US
 NF1748  USGS QUAD   -  EAST LANSING (2017)
 NF1748
 NF1748                         *CURRENT SURVEY CONTROL
 NF1748  ______________________________________________________________________
 NF1748* NAD 83(2011) POSITION- 42 43 02.40903(N) 084 24 30.93796(W)   ADJUSTED
 NF1748* NAD 83(2011) ELLIP HT-   231.493 (meters)        (06/27/12)   ADJUSTED
 NF1748* NAD 83(2011) EPOCH   -  2010.00
 NF1748* NAVD 88 ORTHO HEIGHT -   264.974 (meters)      869.34  (feet) ADJUSTED
 NF1748  ______________________________________________________________________
 NF1748  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 NF1748  NAD 83(2011) X  -    457,302.975 (meters)                     COMP
 NF1748  NAD 83(2011) Y  - -4,671,150.723 (meters)                     COMP
 NF1748  NAD 83(2011) Z  -  4,304,640.715 (meters)                     COMP
 NF1748  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 NF1748  DYNAMIC HEIGHT  -        264.900 (meters)      869.09  (feet) COMP
 NF1748  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 NF1748  OBS GRAVITY     -    980,336.3   (mgal)                       GRAV_OBS
 NF1748
 NF1748  VERT ORDER      -  FIRST     CLASS II
 NF1748
 NF1748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1748  Standards:
 NF1748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1748  -------------------------------------------------------------------
 NF1748  NETWORK    0.19   0.35           0.09   0.06   0.18      0.00710308
 NF1748  -------------------------------------------------------------------
 NF1748  Click here for local accuracies and other accuracy information.
 NF1748
 NF1748.The horizontal coordinates were established by GPS observations
 NF1748.and adjusted by the National Geodetic Survey in June 2012.
 NF1748
 NF1748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1748.been affixed to the stable North American tectonic plate. See 
 NF1748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1748
 NF1748.The horizontal coordinates are valid at the epoch date displayed above
 NF1748.which is a decimal equivalence of Year/Month/Day.
 NF1748
 NF1748.The orthometric height was determined by differential leveling and
 NF1748.adjusted by the NATIONAL GEODETIC SURVEY
 NF1748.in October 2009.
 NF1748
 NF1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1748.GEOID18 height accuracy estimate available here.
 NF1748
 NF1748.Click photographs - Photos may exist for this station.
 NF1748
 NF1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1748
 NF1748.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1748
 NF1748.The ellipsoidal height was determined by GPS observations
 NF1748.and is referenced to NAD 83.
 NF1748
 NF1748.The dynamic height is computed by dividing the NAVD 88
 NF1748.geopotential number by the normal gravity value computed on the
 NF1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1748.degrees latitude (g = 980.6199 gals.).
 NF1748
 NF1748.The modeled gravity was interpolated from observed gravity values.
 NF1748
 NF1748.The observed gravity was obtained from relative gravimeter ties
 NF1748.to the IGSN71 gravity network.
 NF1748
 NF1748. The following values were computed from the NAD 83(2011) position.
 NF1748
 NF1748;                    North         East     Units Scale Factor Converg.
 NF1748;SPC MI S     -   135,219.146 3,996,565.890   MT  0.99991114   -0 01 42.7
 NF1748;SPC MI S     -   443,632.37 13,112,092.81   iFT  0.99991114   -0 01 42.7
 NF1748;UTM  16      - 4,732,682.637   712,192.762   MT  1.00015398   +1 45 31.0
 NF1748
 NF1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1748!SPC MI S     -   0.99996370  x   0.99991114  =   0.99987484
 NF1748!UTM  16      -   0.99996370  x   1.00015398  =   1.00011767
 NF1748
 NF1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1219232682(NAD 83)
 NF1748
 NF1748                          SUPERSEDED SURVEY CONTROL
 NF1748
 NF1748  NAD 83(2007)-  42 43 02.40928(N)    084 24 30.93854(W) AD(2002.00) B
 NF1748  ELLIP H (10/19/09)  231.503  (m)                       GP(2002.00) 1 1
 NF1748  NAD 83(2007)-  42 43 02.40767(N)    084 24 30.93873(W) AD(2002.00) 0
 NF1748  ELLIP H (02/10/07)  231.571  (m)                       GP(2002.00)    
 NF1748  ELLIP H (07/17/02)  231.624  (m)                       GP(       ) 4 1
 NF1748  NAD 83(1994)-  42 43 02.40730(N)    084 24 30.93769(W) AD(       ) 1
 NF1748  ELLIP H (02/03/97)  231.670  (m)                       GP(       ) 4 1
 NF1748  NAD 83(1986)-  42 43 02.40670(N)    084 24 30.96407(W) AD(       ) 1
 NF1748  NGVD 29 (08/17/92)  265.2    (m)  GEOID90  model used  GPS OBS        
 NF1748
 NF1748.Superseded values are not recommended for survey control.
 NF1748
 NF1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1748.See file dsdata.pdf to determine how the superseded data were derived.
 NF1748
 NF1748_MARKER: DD = SURVEY DISK
 NF1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1748_STAMPING: 33202 1990
 NF1748_MARK LOGO: MIDH
 NF1748_PROJECTION: FLUSH
 NF1748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1748+STABILITY: SURFACE MOTION
 NF1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1748+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 NF1748
 NF1748  HISTORY     - Date     Condition        Report By
 NF1748  HISTORY     - 1990     MONUMENTED       MIDH
 NF1748  HISTORY     - 20040424 GOOD             USPSQD
 NF1748  HISTORY     - 20040620 GOOD             GEOCAC
 NF1748  HISTORY     - 20060429 GOOD             USPSQD
 NF1748  HISTORY     - 20080407 GOOD             COLEM
 NF1748  HISTORY     - 20110215 GOOD             ROWEIN
 NF1748
 NF1748                          STATION DESCRIPTION
 NF1748
 NF1748'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1748'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 8-1/2 MILES
 NF1748'SOUTHEASTERLY OF LANSING, 6-1/2 MILES NORTHWESTERLY OF WILLIAMSTON,
 NF1748'9-1/4 MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1748'AND IN THE SOUTHEAST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1748'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1748'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1748'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1748'1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, ABOUT 350 FEET EAST OF
 NF1748'DOBIE ROAD.
 NF1748'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 50.0 FT (15.2 M) SOUTH
 NF1748'FROM THE CENTER OF GRAND RIVER AVENUE (M-43), 83.0 FT (25.3 M)
 NF1748'SOUTHEAST FROM A UTILITY POLE, 86.0 FT (26.2 M) NORTH FROM THE CENTER
 NF1748'OF HAMILTON ROAD AND IN THE GRASSY TRIANGLE FORMED BY GRAND RIVER
 NF1748'AVENUE AND HAMILTON.  THERE IS NO UNDERGROUND MARKER FOR THIS
 NF1748'STATION.
 NF1748'DESCRIBED BY MIDH.
 NF1748
 NF1748                          STATION RECOVERY (2004)
 NF1748
 NF1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1748'SCUFFED ON MARKER SURFACE. LOCATED IN SIDEWALK ON SOUTH SIDE OF GRAND
 NF1748'RIVER AVE.
 NF1748
 NF1748                          STATION RECOVERY (2004)
 NF1748
 NF1748'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1748'RECOVERED IN GOOD CONDITION.
 NF1748
 NF1748                          STATION RECOVERY (2006)
 NF1748
 NF1748'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1748'RECOVERED IN GOOD CONDITION.
 NF1748
 NF1748                          STATION RECOVERY (2008)
 NF1748
 NF1748'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1748'RECOVERED AS DESCRIBED.
 NF1748'
 NF1748'NOTE--THE STATION IS 1 M (3.3 FT) NORTH OF A CARSONITE WITNESS POST.
 NF1748
 NF1748                          STATION RECOVERY (2011)
 NF1748
 NF1748'RECOVERY NOTE BY ROWE INCORPORATED 2011 (SJS)
 NF1748'MARK WAS FOUND AS DESCRIBED ON 02 FEBRUARY 2011.  THE ELEVATION WAS
 NF1748'FOUND TO BE 0.11 FEET HIGHER THAN RECORD WHEN COMPARED AN ADJACENT NGS
 NF1748'MARK 33201 AND OTHER NEARBY BENCHMARKS FROM A PREVIOUS VERTICAL
 NF1748'NETWORK PERFORMED PRIOR TO FROST CONDITIONS.  THE ELEVATION OF THIS
 NF1748'MARK IS APPARENTLY UNSTABLE DUE TO FROST HEAVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1749 ***********************************************************************
 NF1749  DESIGNATION -  33203
 NF1749  PID         -  NF1749
 NF1749  STATE/COUNTY-  MI/INGHAM
 NF1749  COUNTRY     -  US
 NF1749  USGS QUAD   -  EAST LANSING (2017)
 NF1749
 NF1749                         *CURRENT SURVEY CONTROL
 NF1749  ______________________________________________________________________
 NF1749* NAD 83(2011) POSITION- 42 42 48.86842(N) 084 23 08.32420(W)   ADJUSTED
 NF1749* NAD 83(2011) ELLIP HT-   237.246 (meters)        (06/27/12)   ADJUSTED
 NF1749* NAD 83(2011) EPOCH   -  2010.00
 NF1749* NAVD 88 ORTHO HEIGHT -   270.778 (meters)      888.38  (feet) ADJUSTED
 NF1749  ______________________________________________________________________
 NF1749  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 NF1749  NAD 83(2011) X  -    459,201.984 (meters)                     COMP
 NF1749  NAD 83(2011) Y  - -4,671,253.484 (meters)                     COMP
 NF1749  NAD 83(2011) Z  -  4,304,337.614 (meters)                     COMP
 NF1749  LAPLACE CORR    -          3.28  (seconds)                    DEFLEC18
 NF1749  DYNAMIC HEIGHT  -        270.703 (meters)      888.13  (feet) COMP
 NF1749  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 NF1749
 NF1749  VERT ORDER      -  FIRST     CLASS II
 NF1749
 NF1749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1749  Standards:
 NF1749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1749  -------------------------------------------------------------------
 NF1749  NETWORK    0.35   0.63           0.16   0.12   0.32      0.20428435
 NF1749  -------------------------------------------------------------------
 NF1749  Click here for local accuracies and other accuracy information.
 NF1749
 NF1749.The horizontal coordinates were established by GPS observations
 NF1749.and adjusted by the National Geodetic Survey in June 2012.
 NF1749
 NF1749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1749.been affixed to the stable North American tectonic plate. See 
 NF1749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1749
 NF1749.The horizontal coordinates are valid at the epoch date displayed above
 NF1749.which is a decimal equivalence of Year/Month/Day.
 NF1749
 NF1749.The orthometric height was determined by differential leveling and
 NF1749.adjusted by the NATIONAL GEODETIC SURVEY
 NF1749.in October 2009.
 NF1749
 NF1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1749.GEOID18 height accuracy estimate available here.
 NF1749
 NF1749.Click photographs - Photos may exist for this station.
 NF1749
 NF1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1749
 NF1749.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1749
 NF1749.The ellipsoidal height was determined by GPS observations
 NF1749.and is referenced to NAD 83.
 NF1749
 NF1749.The dynamic height is computed by dividing the NAVD 88
 NF1749.geopotential number by the normal gravity value computed on the
 NF1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1749.degrees latitude (g = 980.6199 gals.).
 NF1749
 NF1749.The modeled gravity was interpolated from observed gravity values.
 NF1749
 NF1749. The following values were computed from the NAD 83(2011) position.
 NF1749
 NF1749;                    North         East     Units Scale Factor Converg.
 NF1749;SPC MI S     -   134,800.673 3,998,445.407   MT  0.99991133   -0 00 46.5
 NF1749;SPC MI S     -   442,259.43 13,118,259.21   iFT  0.99991133   -0 00 46.5
 NF1749;UTM  16      - 4,732,322.892   714,084.883   MT  1.00016390   +1 46 26.7
 NF1749
 NF1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1749!SPC MI S     -   0.99996279  x   0.99991133  =   0.99987413
 NF1749!UTM  16      -   0.99996279  x   1.00016390  =   1.00012669
 NF1749
 NF1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1408432322(NAD 83)
 NF1749
 NF1749                          SUPERSEDED SURVEY CONTROL
 NF1749
 NF1749  NAD 83(2007)-  42 42 48.86709(N)    084 23 08.32496(W) AD(2002.00) 0
 NF1749  ELLIP H (02/10/07)  237.323  (m)                       GP(2002.00)    
 NF1749  ELLIP H (07/17/02)  237.376  (m)                       GP(       ) 4 1
 NF1749  NAD 83(1994)-  42 42 48.86672(N)    084 23 08.32393(W) AD(       ) 1
 NF1749  ELLIP H (02/03/97)  237.422  (m)                       GP(       ) 4 1
 NF1749  NAD 83(1986)-  42 42 48.86611(N)    084 23 08.35032(W) AD(       ) 1
 NF1749  NGVD 29 (08/17/92)  270.9    (m)  GEOID90  model used  GPS OBS        
 NF1749
 NF1749.Superseded values are not recommended for survey control.
 NF1749
 NF1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1749.See file dsdata.pdf to determine how the superseded data were derived.
 NF1749
 NF1749_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1749_STAMPING: 33203 1990
 NF1749_MARK LOGO: MIDT
 NF1749_PROJECTION: RECESSED 5 CENTIMETERS
 NF1749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1749+STABILITY: SURFACE MOTION
 NF1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1749+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 NF1749
 NF1749  HISTORY     - Date     Condition        Report By
 NF1749  HISTORY     - 1990     MONUMENTED       MIDH
 NF1749  HISTORY     - 20040424 GOOD             USPSQD
 NF1749  HISTORY     - 20040620 GOOD             GEOCAC
 NF1749  HISTORY     - 20080328 GOOD             COLEM
 NF1749  HISTORY     - 20220318 GOOD             APSC
 NF1749  HISTORY     - 20240529 GOOD             MIDT
 NF1749
 NF1749                          STATION DESCRIPTION
 NF1749
 NF1749'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1749'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 8 MILES
 NF1749'SOUTHEASTERLY OF LANSING, 5.5 MILES NORTHWESTERLY OF WILLIAMSTON,
 NF1749'9-1/2 MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1749'AND IN THE SOUTHEAST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1749'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1749'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1749'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1749'2.2 MI (3.5 KM) TO THE STATION ON THE LEFT, APPROXIMATELY 110 FEET
 NF1749'EAST FROM THE DRIVE LEADING TO THE ST MARTHA PARISH CHURCH SCHOOL.
 NF1749'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 2.0 FT (0.6 M) NORTH
 NF1749'FROM THE CURB, 7.0 FT (2.1 M) SOUTH FROM EDGE OF THE SIDEWALK 47.0 FT
 NF1749'(14.3 M) SOUTHWEST FROM A CLUMP OF 6 CEDAR TREES, 48.0 FT (14.6 M)
 NF1749'SOUTH FROM A 6-INCH FIR TREE, 59.0 FT (18.0 M) SOUTHEAST FROM A SMALL
 NF1749'PINE TREE, 63 FT (19.2 M) EAST FROM A UTILITY POLE, AND 115.0 FT
 NF1749'(35.1 M) WEST FROM THE EAST END OF THE EXISTING SIDEWALK.  NO
 NF1749'UNDERGROUND DISK.
 NF1749'DESCRIBED BY MIDH.
 NF1749
 NF1749                          STATION RECOVERY (2004)
 NF1749
 NF1749'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1749'AS THEIR ARE TWO DRIVES LEADING TO THE PARISH CHURCH SCHOOL, INSERT
 NF1749''EAST' DRIVE LEADING TO THE ST MARTHA PARISH CHURCH SCHOOL 'AND ACROSS
 NF1749'THE HIGHWAY FROM THE ENTRANCE TO EAST POINTE SUBDIVISION.'
 NF1749
 NF1749                          STATION RECOVERY (2004)
 NF1749
 NF1749'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1749'RECOVERED IN GOOD CONDITION.
 NF1749
 NF1749                          STATION RECOVERY (2008)
 NF1749
 NF1749'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1749'RECOVERED AS DESCRIBED.
 NF1749
 NF1749                          STATION RECOVERY (2022)
 NF1749
 NF1749'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2022 (BAD)
 NF1749'RECOVERED IN GOOD CONDITION.
 NF1749
 NF1749                          STATION RECOVERY (2024)
 NF1749
 NF1749'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 NF1749'HAD TO DIG 2 INCH (5 CM) TO UNCOVER.  GOOD CONDITION.  FOUND AS
 NF1749'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1750 ***********************************************************************
 NF1750  DESIGNATION -  33204
 NF1750  PID         -  NF1750
 NF1750  STATE/COUNTY-  MI/INGHAM
 NF1750  COUNTRY     -  US
 NF1750  USGS QUAD   -  EAST LANSING (2017)
 NF1750
 NF1750                         *CURRENT SURVEY CONTROL
 NF1750  ______________________________________________________________________
 NF1750* NAD 83(2011) POSITION- 42 42 43.47625(N) 084 22 41.27482(W)   ADJUSTED
 NF1750* NAD 83(2011) ELLIP HT-   237.594 (meters)        (06/27/12)   ADJUSTED
 NF1750* NAD 83(2011) EPOCH   -  2010.00
 NF1750* NAVD 88 ORTHO HEIGHT -   271.2   (meters)      890.    (feet) VERTCON3
 NF1750  ______________________________________________________________________
 NF1750  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 NF1750  NAD 83(2011) X  -    459,825.646 (meters)                     COMP
 NF1750  NAD 83(2011) Y  - -4,671,305.806 (meters)                     COMP
 NF1750  NAD 83(2011) Z  -  4,304,215.589 (meters)                     COMP
 NF1750  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 NF1750
 NF1750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1750  Standards:
 NF1750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1750  -------------------------------------------------------------------
 NF1750  NETWORK    4.69   4.63           1.11   2.31   2.36      0.05048014
 NF1750  -------------------------------------------------------------------
 NF1750  Click here for local accuracies and other accuracy information.
 NF1750
 NF1750.The horizontal coordinates were established by GPS observations
 NF1750.and adjusted by the National Geodetic Survey in June 2012.
 NF1750
 NF1750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1750.been affixed to the stable North American tectonic plate. See 
 NF1750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1750
 NF1750.The horizontal coordinates are valid at the epoch date displayed above
 NF1750.which is a decimal equivalence of Year/Month/Day.
 NF1750
 NF1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1750
 NF1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1750.GEOID18 height accuracy estimate available here.
 NF1750
 NF1750.Click photographs - Photos may exist for this station.
 NF1750
 NF1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1750
 NF1750.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1750
 NF1750.The ellipsoidal height was determined by GPS observations
 NF1750.and is referenced to NAD 83.
 NF1750
 NF1750. The following values were computed from the NAD 83(2011) position.
 NF1750
 NF1750;                    North         East     Units Scale Factor Converg.
 NF1750;SPC MI S     -   134,634.187 3,999,060.844   MT  0.99991141   -0 00 28.1
 NF1750;SPC MI S     -   441,713.21 13,120,278.36   iFT  0.99991141   -0 00 28.1
 NF1750;UTM  16      - 4,732,175.641   714,705.370   MT  1.00016718   +1 46 44.9
 NF1750
 NF1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1750!SPC MI S     -   0.99996274  x   0.99991141  =   0.99987415
 NF1750!UTM  16      -   0.99996274  x   1.00016718  =   1.00012991
 NF1750
 NF1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1470532175(NAD 83)
 NF1750
 NF1750                          SUPERSEDED SURVEY CONTROL
 NF1750
 NF1750  NAD 83(2007)-  42 42 43.47532(N)    084 22 41.27557(W) AD(2002.00) 0
 NF1750  ELLIP H (02/10/07)  237.660  (m)                       GP(2002.00)    
 NF1750  ELLIP H (07/17/02)  237.719  (m)                       GP(       ) 4 1
 NF1750  NAD 83(1994)-  42 42 43.47526(N)    084 22 41.27459(W) AD(       ) 1
 NF1750  ELLIP H (02/03/97)  237.767  (m)                       GP(       ) 4 1
 NF1750  NAD 83(1986)-  42 42 43.47492(N)    084 22 41.29821(W) AD(       ) 1
 NF1750  NGVD 29 (08/17/92)  271.3    (m)  GEOID90  model used  GPS OBS        
 NF1750
 NF1750.Superseded values are not recommended for survey control.
 NF1750
 NF1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1750.See file dsdata.pdf to determine how the superseded data were derived.
 NF1750
 NF1750_MARKER: DD = SURVEY DISK
 NF1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1750_STAMPING: 33204 1990
 NF1750_MARK LOGO: MIDH
 NF1750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1750+STABILITY: SURFACE MOTION
 NF1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1750+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NF1750
 NF1750  HISTORY     - Date     Condition        Report By
 NF1750  HISTORY     - 1990     MONUMENTED       MIDH
 NF1750  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 NF1750  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 NF1750
 NF1750                          STATION DESCRIPTION
 NF1750
 NF1750'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1750'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 9-1/2 MILES
 NF1750'NORTHEASTERLY OF MASON, 8-3/4 MILES SOUTHEASTERLY OF LANSING, 5-1/2
 NF1750'MILES NORTHWESTERLY OF WILLIAMSTON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1750'AND IN THE SOUTHWEST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1750'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1750'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1750'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1750'2.7 MI (4.3 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT
 NF1750'OF GRAND RIVER AVENUE (M-43) AND VAN ATTA ROAD.
 NF1750'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 12.0 FT (3.7 M)
 NF1750'NORTHEAST FROM A UTILITY POLE, 32.0 FT (9.8 M) NORTHWEST FROM AND
 NF1750'OUTDOOR TELEPHONE BOOTH, 39.0 FT (11.9 M) EAST FROM THE CENTER OF VAN
 NF1750'ATTA ROAD AND 42.0 FT (12.8 M) SOUTH FROM THE CENTER OF GRAND RIVER
 NF1750'AVENUE (M-43).
 NF1750'DESCRIBED BY MIDH.
 NF1750
 NF1750                          STATION RECOVERY (2004)
 NF1750
 NF1750'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1750'FROM MEAUREMENTS MADE, THE MARKER MAY BE BELOW AN AREA THAT WAS PAVED
 NF1750'AT THIS INTERSECTION.
 NF1750
 NF1750                          STATION RECOVERY (2004)
 NF1750
 NF1750'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1750'I BELIEVE THE MARK HAS BEEN PAVED OVER. THE AREA SURROUNDING THE MARK
 NF1750'HAS RECENTLY BEEN COVERED BY ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4847 ***********************************************************************
 DL4847  DESIGNATION -  33601
 DL4847  PID         -  DL4847
 DL4847  STATE/COUNTY-  MI/INGHAM
 DL4847  COUNTRY     -  US
 DL4847  USGS QUAD   -  LANSING SOUTH (2017)
 DL4847
 DL4847                         *CURRENT SURVEY CONTROL
 DL4847  ______________________________________________________________________
 DL4847* NAD 83(1986) POSITION- 42 44 26.9    (N) 084 30 37.9    (W)   HD_HELD2
 DL4847* NAVD 88 ORTHO HEIGHT -   261.591 (meters)      858.24  (feet) ADJUSTED
 DL4847  ______________________________________________________________________
 DL4847  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 DL4847  DYNAMIC HEIGHT  -        261.518 (meters)      858.00  (feet) COMP
 DL4847  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 DL4847
 DL4847  VERT ORDER      -  FIRST     CLASS II
 DL4847
 DL4847.The horizontal coordinates were established by autonomous hand held GPS
 DL4847.observations and have an estimated accuracy of +/- 10 meters.
 DL4847
 DL4847.The orthometric height was determined by differential leveling and
 DL4847.adjusted by the NATIONAL GEODETIC SURVEY
 DL4847.in October 2009.
 DL4847
 DL4847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4847.GEOID18 height accuracy estimate available here.
 DL4847
 DL4847.Click photographs - Photos may exist for this station.
 DL4847
 DL4847.The dynamic height is computed by dividing the NAVD 88
 DL4847.geopotential number by the normal gravity value computed on the
 DL4847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4847.degrees latitude (g = 980.6199 gals.).
 DL4847
 DL4847.The modeled gravity was interpolated from observed gravity values.
 DL4847
 DL4847;                    North         East    Units  Estimated Accuracy
 DL4847;SPC MI S     -   137,835.    3,988,221.      MT  (+/- 10 meters HH2 GPS)
 DL4847
 DL4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0376835037(NAD 83)
 DL4847
 DL4847                          SUPERSEDED SURVEY CONTROL
 DL4847
 DL4847.No superseded survey control is available for this station.
 DL4847
 DL4847_MARKER: DD = SURVEY DISK
 DL4847_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4847_SP_SET: BRIDGE ABUTMENT
 DL4847_STAMPING: 33601 2008
 DL4847_MARK LOGO: MIDT
 DL4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4847+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 DL4847
 DL4847  HISTORY     - Date     Condition        Report By
 DL4847  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4847  HISTORY     - 20160623 GOOD             C2AE
 DL4847  HISTORY     - 20200305 GOOD             SPICE
 DL4847
 DL4847                          STATION DESCRIPTION
 DL4847
 DL4847'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4847'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL4847'INTERSTATE HIGHWAY 69B AND STATE HIGHWAY 43 (SAGINAW STREET) WITH
 DL4847'SOUTH-BOUND US HIGHWAY 127 IN THE CITY OF LANSING, MI.
 DL4847'
 DL4847'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH HIGHWAY 127, 5 MI
 DL4847'(8.0 KM) NORTHEAST OF LANSING, GO SOUTH ON HIGHWAY 127 FOR 4.6 MI (7.4
 DL4847'KM) TO THE JUNCTION OF HIGHWAY 127 WITH HIGHWAY 43 AND THE STATION ON
 DL4847'THE RIGHT.
 DL4847'
 DL4847'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4847'MODERNIZATION MARK DISK SET IN THE SOUTH SIDE OF THE WEST ABUTMENT OF
 DL4847'SAGINAW STREET BRIDGE OVER US HIGHWAY 127.
 DL4847'
 DL4847'THE STATION IS 1 FT (0.3 M) SOUTH OF THE BRIDGE PARAPET.
 DL4847
 DL4847                          STATION RECOVERY (2016)
 DL4847
 DL4847'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (RJA)
 DL4847'RECOVERED IN GOOD CONDITION.
 DL4847
 DL4847                          STATION RECOVERY (2020)
 DL4847
 DL4847'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (EB)
 DL4847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4842 ***********************************************************************
 DL4842  DESIGNATION -  33606
 DL4842  PID         -  DL4842
 DL4842  STATE/COUNTY-  MI/INGHAM
 DL4842  COUNTRY     -  US
 DL4842  USGS QUAD   -  WILLIAMSTON (2017)
 DL4842
 DL4842                         *CURRENT SURVEY CONTROL
 DL4842  ______________________________________________________________________
 DL4842* NAD 83(1986) POSITION- 42 40 23.37   (N) 084 17 30.12   (W)   HD_HELD1
 DL4842* NAVD 88 ORTHO HEIGHT -   264.700 (meters)      868.44  (feet) ADJUSTED
 DL4842  ______________________________________________________________________
 DL4842  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 DL4842  DYNAMIC HEIGHT  -        264.628 (meters)      868.20  (feet) COMP
 DL4842  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 DL4842
 DL4842  VERT ORDER      -  FIRST     CLASS II
 DL4842
 DL4842.The horizontal coordinates were determined by differentially corrected
 DL4842.hand held GPS observations or other comparable positioning techniques
 DL4842.and have an estimated accuracy of +/- 3 meters.
 DL4842
 DL4842.The orthometric height was determined by differential leveling and
 DL4842.adjusted by the NATIONAL GEODETIC SURVEY
 DL4842.in October 2009.
 DL4842
 DL4842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4842.GEOID18 height accuracy estimate available here.
 DL4842
 DL4842.Click photographs - Photos may exist for this station.
 DL4842
 DL4842.The dynamic height is computed by dividing the NAVD 88
 DL4842.geopotential number by the normal gravity value computed on the
 DL4842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4842.degrees latitude (g = 980.6199 gals.).
 DL4842
 DL4842.The modeled gravity was interpolated from observed gravity values.
 DL4842
 DL4842;                    North         East    Units  Estimated Accuracy
 DL4842;SPC MI S     -   130,313.9   4,006,144.6     MT  (+/- 3 meters HH1 GPS) 
 DL4842
 DL4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2192228077(NAD 83)
 DL4842
 DL4842                          SUPERSEDED SURVEY CONTROL
 DL4842
 DL4842.No superseded survey control is available for this station.
 DL4842
 DL4842_MARKER: DD = SURVEY DISK
 DL4842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL4842_SP_SET: BRIDGE ABUTMENT
 DL4842_STAMPING: 33606 2008
 DL4842_MARK LOGO: MIDT
 DL4842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4842+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2020
 DL4842
 DL4842  HISTORY     - Date     Condition        Report By
 DL4842  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4842  HISTORY     - 20180915 GOOD             SPICE
 DL4842  HISTORY     - 20200622 GOOD             ADVGEO
 DL4842
 DL4842                          STATION DESCRIPTION
 DL4842
 DL4842'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4842'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF DANSVILLE, 6.0
 DL4842'MI (9.7 KM) WEST OF WEBBERVILLE AND 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF
 DL4842'WILLIAMSTON.
 DL4842'
 DL4842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 (GRAND
 DL4842'RIVER AVENUE) WITH PUTNAM STREET IN THE CITY OF WILLIAMSTON, MI, GO
 DL4842'SOUTH ON PUTNAM STREET (BECOMES WILLIAMSTON ROAD) FOR 1.1 MI (1.8 KM)
 DL4842'TO LINN ROAD, TURN RIGHT AND GO WEST ON LINN ROAD FOR 0.45 MI (0.7 KM)
 DL4842'TO BRIDGE --B1 OF 33-14-20 S-1239(2) OVER DEER CREEK AND THE STATION
 DL4842'ON THE LEFT.
 DL4842'
 DL4842'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4842'MODERNIZATION MARK DISK SET IN THE SOUTH SIDE OF THE WEST ABUTMENT.
 DL4842'
 DL4842'THE STATION IS 4 FT (1.2 M) SOUTH OF EDGE OF CURB OF LINN ROAD.
 DL4842
 DL4842                          STATION RECOVERY (2018)
 DL4842
 DL4842'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 DL4842'RECOVERED IN GOOD CONDITION.
 DL4842
 DL4842                          STATION RECOVERY (2020)
 DL4842
 DL4842'RECOVERY NOTE BY ADVANCED GEOMATICS 2020 (AF)
 DL4842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4838 ***********************************************************************
 DL4838  DESIGNATION -  33608
 DL4838  PID         -  DL4838
 DL4838  STATE/COUNTY-  MI/INGHAM
 DL4838  COUNTRY     -  US
 DL4838  USGS QUAD   -  WEBBERVILLE (2017)
 DL4838
 DL4838                         *CURRENT SURVEY CONTROL
 DL4838  ______________________________________________________________________
 DL4838* NAD 83(1986) POSITION- 42 39 02.48   (N) 084 08 53.90   (W)   HD_HELD1
 DL4838* NAVD 88 ORTHO HEIGHT -   276.839 (meters)      908.26  (feet) ADJUSTED
 DL4838  ______________________________________________________________________
 DL4838  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 DL4838  DYNAMIC HEIGHT  -        276.765 (meters)      908.02  (feet) COMP
 DL4838  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 DL4838
 DL4838  VERT ORDER      -  FIRST     CLASS II
 DL4838
 DL4838.The horizontal coordinates were determined by differentially corrected
 DL4838.hand held GPS observations or other comparable positioning techniques
 DL4838.and have an estimated accuracy of +/- 3 meters.
 DL4838
 DL4838.The orthometric height was determined by differential leveling and
 DL4838.adjusted by the NATIONAL GEODETIC SURVEY
 DL4838.in October 2009.
 DL4838
 DL4838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4838.GEOID18 height accuracy estimate available here.
 DL4838
 DL4838.Click photographs - Photos may exist for this station.
 DL4838
 DL4838.The dynamic height is computed by dividing the NAVD 88
 DL4838.geopotential number by the normal gravity value computed on the
 DL4838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4838.degrees latitude (g = 980.6199 gals.).
 DL4838
 DL4838.The modeled gravity was interpolated from observed gravity values.
 DL4838
 DL4838;                    North         East    Units  Estimated Accuracy
 DL4838;SPC MI S     -   127,838.6   4,017,904.4     MT  (+/- 3 meters HH1 GPS) 
 DL4838
 DL4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3375725968(NAD 83)
 DL4838
 DL4838                          SUPERSEDED SURVEY CONTROL
 DL4838
 DL4838.No superseded survey control is available for this station.
 DL4838
 DL4838_MARKER: DD = SURVEY DISK
 DL4838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4838_SP_SET: BRIDGE ABUTMENT
 DL4838_STAMPING: 33608 2008
 DL4838_MARK LOGO: MIDT
 DL4838_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4838+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2020
 DL4838
 DL4838  HISTORY     - Date     Condition        Report By
 DL4838  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4838  HISTORY     - 20110505 GOOD             JCLS
 DL4838  HISTORY     - 20180915 GOOD             SPICE
 DL4838  HISTORY     - 20201208 GOOD             42NOR
 DL4838
 DL4838                          STATION DESCRIPTION
 DL4838
 DL4838'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4838'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL4838'EAST-BOUND INTERSTATE HIGHWAY 96 WITH WALLACE ROAD, LOCATED
 DL4838'APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF THE VILLAGE OF WEBBERVILLE,
 DL4838'MI.
 DL4838'
 DL4838'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH STOCKBRIDGE ROAD,
 DL4838'1 MI (1.6 KM) SOUTHWEST OF WEBBERVILLE, GO EAST ON INTERSTATE 96 FOR
 DL4838'2.6 MI (4.2 KM) TO THE JUNCTION OF INTERSTATE 96 WITH WALLACE ROAD AND
 DL4838'THE STATION ON THE RIGHT.
 DL4838'
 DL4838'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4838'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4838'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4838'
 DL4838'THE STATION IS 500 FT (152.4 M) NORTH OF CEDAR ROAD, 8.5 FT (2.6 M)
 DL4838'NORTH OF A WOOD POST FOR A --CEDAR RD-- SIGN, AND 2 FT (0.6 M) WEST OF
 DL4838'EDGE OF CURB OF WALLACE ROAD.
 DL4838
 DL4838                          STATION RECOVERY (2011)
 DL4838
 DL4838'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL4838'RECOVERED IN GOOD CONDITION.
 DL4838
 DL4838                          STATION RECOVERY (2018)
 DL4838
 DL4838'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 DL4838'RECOVERED IN GOOD CONDITION.
 DL4838
 DL4838                          STATION RECOVERY (2020)
 DL4838
 DL4838'RECOVERY NOTE BY 42 NORTH SURVEYING 2020 (JM)
 DL4838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1598 ***********************************************************************
 NF1598  DESIGNATION -  34001
 NF1598  PID         -  NF1598
 NF1598  STATE/COUNTY-  MI/IONIA
 NF1598  COUNTRY     -  US
 NF1598  USGS QUAD   -  PORTLAND SOUTH (2017)
 NF1598
 NF1598                         *CURRENT SURVEY CONTROL
 NF1598  ______________________________________________________________________
 NF1598* NAD 83(1994) POSITION- 42 51 46.36973(N) 084 55 31.25560(W)   ADJUSTED
 NF1598* NAVD 88 ORTHO HEIGHT -   243.8   (meters)      800.    (feet) VERTCON3
 NF1598  ______________________________________________________________________
 NF1598  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 NF1598  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 NF1598  HORZ ORDER      -  SECOND
 NF1598
 NF1598.The horizontal coordinates were established by classical geodetic methods
 NF1598.and adjusted by the National Geodetic Survey in February 1997.
 NF1598
 NF1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1598
 NF1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1598.GEOID18 height accuracy estimate available here.
 NF1598
 NF1598.Click photographs - Photos may exist for this station.
 NF1598
 NF1598.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1598
 NF1598. The following values were computed from the NAD 83(1994) position.
 NF1598
 NF1598;                    North         East     Units Scale Factor Converg.
 NF1598;SPC MI S     -   151,536.637 3,954,347.934   MT  0.99990695   -0 22 48.7
 NF1598;SPC MI S     -   497,167.44 12,973,582.46   iFT  0.99990695   -0 22 48.7
 NF1598;UTM  16      - 4,747,675.825   669,479.764   MT  0.99995338   +1 24 41.8
 NF1598
 NF1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1598!SPC MI S     -   0.99996705  x   0.99990695  =   0.99987400
 NF1598!UTM  16      -   0.99996705  x   0.99995338  =   0.99992043
 NF1598
 NF1598:                Primary Azimuth Mark                     Grid Az
 NF1598:SPC MI S     -  34001 AZ MK                              283 13 38.3
 NF1598:UTM  16      -  34001 AZ MK                              281 26 07.8
 NF1598
 NF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6947947675(NAD 83)
 NF1598
 NF1598|---------------------------------------------------------------------|
 NF1598| PID    Reference Object                     Distance      Geod. Az  |
 NF1598|                                                           dddmmss.s |
 NF1598| NF1597 PORTLAND MUN TANK                   APPROX. 1.9 KM 0844405.2 |
 NF1598| CH0635 34001 RM 1                            8.299 METERS 10648     |
 NF1598| CH0634 34001 AZ MK                                        2825049.6 |
 NF1598| CH0636 34001 RM 2                            8.484 METERS 28921     |
 NF1598| NF1596 34001 MIDOT A PT 1976                12.738 METERS 33307     |
 NF1598|---------------------------------------------------------------------|
 NF1598
 NF1598                          SUPERSEDED SURVEY CONTROL
 NF1598
 NF1598  NAD 83(1986)-  42 51 46.36718(N)    084 55 31.27226(W) AD(       ) 2
 NF1598  NAD 27      -  42 51 46.24403(N)    084 55 31.29030(W) AD(       ) 2
 NF1598  NGVD 29 (07/19/86)  244.0    (m)          801.     (f) VERT ANG       
 NF1598
 NF1598.Superseded values are not recommended for survey control.
 NF1598
 NF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1598.See file dsdata.pdf to determine how the superseded data were derived.
 NF1598
 NF1598_MARKER: DD = SURVEY DISK
 NF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1598
 NF1598  HISTORY     - Date     Condition        Report By
 NF1598  HISTORY     - 1976     MONUMENTED       MIDH
 NF1598
 NF1598                          STATION DESCRIPTION
 NF1598
 NF1598'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1598'THE STATION IS APPROXIMATELY 21 MILES WEST-NORTHWEST OF THE CENTER
 NF1598'OF LANSING, 11 MILES SOUTHEAST OF IONIA, AND 1.5 MILES
 NF1598'WEST-SOUTHWEST OF THE CENTER OF PORTLAND.  IT IS LOCATED IN THE
 NF1598'RIGHT OF WAY OF INTERSTATE HIGHWAY 96 NEAR THE CENTER OF SECTION
 NF1598'32 T 6 N, R 5 W.
 NF1598'
 NF1598'TO REACH THE STATION FROM THE BRIDGE CARRYING I-96 OVER THE GRAND
 NF1598'RIVER AT THE SOUTHWEST CORNER OF THE CITY OF PORTLAND, GO WESTERLY
 NF1598'ALONG I-96 0.4 MILES TO THE STATION ON THE RIGHT.
 NF1598'
 NF1598'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1598'CONTROL MARK 34001 MDSH AND T 1976 SET IN A 12 INCH CYLINDRICAL
 NF1598'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.  IT IS 83.8
 NF1598'FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 32.0 FEET SOUTH OF
 NF1598'A WOVEN WIRE FENCE, AND 5.5 FEET SOUTHWEST OF A METAL WITNESS POST
 NF1598'WITH SIGN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM
 NF1598'FA ROW 34001 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 48
 NF1598'INCHES BELOW THE GROUND SURFACE.
 NF1598'
 NF1598'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK SET IN A 12 INCH
 NF1598'CYLINDRICAL CONCRETE MONUMENT WHICH IS PROJECTING 3 INCHES ABOVE THE
 NF1598'GROUND.  IT IS STAMPED MDSH AND T HCM 34001 1976 RM 1.  THE
 NF1598'MONUMENT IS 84.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96,
 NF1598'AND 31.9 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1598'
 NF1598'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK SET IN A 12 INCH
 NF1598'CYLINDRICAL CONCRETE MONUMENT WHICH IS PROJECTING 3 INCHES ABOVE THE
 NF1598'GROUND.  IT IS STAMPED MDSH AND T HCM 34001 1976 RM 2.  THE
 NF1598'MONUMENT IS 85.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96 AND
 NF1598'31.0 FEET SOUTH OF A WOVEN WIRE FENCE.
 NF1598'
 NF1598'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1598'HCM 34001 1976 AZI MARK AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1598'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1598'65.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 38.5 FEET
 NF1598'SOUTH OF A WOVEN WIRE FENCE, AND 4.0 FEET SOUTHEAST OF A METAL
 NF1598'WITNESS POST WITH SIGN.  IT HAS AN UNDERGROUND MARK WHICH IS A 2
 NF1598'INCH BRASS DISK STAMPED HCM FA AZI MARK ROW 34001 AND SET IN AN
 NF1598'IRREGULAR MASS OF CONCRETE APPROXIMATELY 48 INCHES BELOW THE
 NF1598'GROUND SURFACE.
 NF1598'
 NF1598'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON I-96 FOR
 NF1598'0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1598'
 NF1598'NEAREST TOWN--PORTLAND.
 NF1598'
 NF1598'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1803 ***********************************************************************
 NF1803  DESIGNATION -  34101
 NF1803  PID         -  NF1803
 NF1803  STATE/COUNTY-  MI/IONIA
 NF1803  COUNTRY     -  US
 NF1803  USGS QUAD   -  LAKE ODESSA (2017)
 NF1803
 NF1803                         *CURRENT SURVEY CONTROL
 NF1803  ______________________________________________________________________
 NF1803* NAD 83(2011) POSITION- 42 47 02.47020(N) 085 14 30.74915(W)   ADJUSTED
 NF1803* NAD 83(2011) ELLIP HT-   231.274 (meters)        (06/27/12)   ADJUSTED
 NF1803* NAD 83(2011) EPOCH   -  2010.00
 NF1803* NAVD 88 ORTHO HEIGHT -   265.1   (meters)      870.    (feet) GPS OBS
 NF1803  ______________________________________________________________________
 NF1803  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1803  GEOID HEIGHT    -        -33.530 (meters)                     GEOID93
 NF1803  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 NF1803  NAD 83(2011) X  -    388,905.014 (meters)                     COMP
 NF1803  NAD 83(2011) Y  - -4,672,295.815 (meters)                     COMP
 NF1803  NAD 83(2011) Z  -  4,310,080.380 (meters)                     COMP
 NF1803  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 NF1803
 NF1803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1803  Standards:
 NF1803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1803  -------------------------------------------------------------------
 NF1803  NETWORK    0.77   1.65           0.35   0.26   0.84      0.21585483
 NF1803  -------------------------------------------------------------------
 NF1803  Click here for local accuracies and other accuracy information.
 NF1803
 NF1803.The horizontal coordinates were established by GPS observations
 NF1803.and adjusted by the National Geodetic Survey in June 2012.
 NF1803
 NF1803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1803.been affixed to the stable North American tectonic plate. See 
 NF1803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1803
 NF1803.The horizontal coordinates are valid at the epoch date displayed above
 NF1803.which is a decimal equivalence of Year/Month/Day.
 NF1803
 NF1803.The orthometric height was determined by GPS observations and a
 NF1803.high-resolution geoid model.
 NF1803
 NF1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1803.GEOID18 height accuracy estimate available here.
 NF1803
 NF1803.Click photographs - Photos may exist for this station.
 NF1803
 NF1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1803
 NF1803.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1803
 NF1803.The ellipsoidal height was determined by GPS observations
 NF1803.and is referenced to NAD 83.
 NF1803
 NF1803. The following values were computed from the NAD 83(2011) position.
 NF1803
 NF1803;                    North         East     Units Scale Factor Converg.
 NF1803;SPC MI S     -   142,997.558 3,928,393.082   MT  0.99990843   -0 35 44.2
 NF1803;SPC MI S     -   469,152.09 12,888,428.75   iFT  0.99990843   -0 35 44.2
 NF1803;UTM  16      - 4,738,329.847   643,804.572   MT  0.99985442   +1 11 39.8
 NF1803
 NF1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1803!SPC MI S     -   0.99996373  x   0.99990843  =   0.99987216
 NF1803!UTM  16      -   0.99996373  x   0.99985442  =   0.99981816
 NF1803
 NF1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4380438329(NAD 83)
 NF1803
 NF1803                          SUPERSEDED SURVEY CONTROL
 NF1803
 NF1803  NAD 83(2007)-  42 47 02.46887(N)    085 14 30.74942(W) AD(2002.00) 0
 NF1803  ELLIP H (02/10/07)  231.295  (m)                       GP(2002.00)    
 NF1803  ELLIP H (07/17/02)  231.315  (m)                       GP(       ) 4 1
 NF1803  NAD 83(1994)-  42 47 02.46923(N)    085 14 30.75026(W) AD(       ) 2
 NF1803  ELLIP H (02/03/97)  231.331  (m)                       GP(       ) 4 1
 NF1803  NAD 83(1986)-  42 47 02.46821(N)    085 14 30.76521(W) AD(       ) 2
 NF1803
 NF1803.Superseded values are not recommended for survey control.
 NF1803
 NF1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1803.See file dsdata.pdf to determine how the superseded data were derived.
 NF1803
 NF1803_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1803_STAMPING: 34101 1980
 NF1803_MARK LOGO: MIDT
 NF1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1803+STABILITY: SURFACE MOTION
 NF1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1803+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2007
 NF1803
 NF1803  HISTORY     - Date     Condition        Report By
 NF1803  HISTORY     - 1980     MONUMENTED       MIDT
 NF1803  HISTORY     - 19911023 GOOD
 NF1803  HISTORY     - 20070622 GOOD             GEOCAC
 NF1803
 NF1803                          STATION DESCRIPTION
 NF1803
 NF1803'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1803'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1803'SECTION 34, T-5-N, R-8-W, CAMPBELL TOWNSHIP AND ON THE LAKE ODESSA
 NF1803'QUADRANGLE MAP.  IT IS ABOUT 4-1/2 MILES WEST FROM LAKE ODESSA, 4-1/4
 NF1803'MILES NORTHEAST FROM FREEPORT, 4 MILES (6.4 KM) SOUTH FROM
 NF1803'CLARKSVILLE AND ON THE COUNTY ROAD RIGHT-OF-WAY.
 NF1803'
 NF1803'TO REACH FROM THE INTERSECTION OF CLARKSVILLE ROAD AND NASH ROAD IN
 NF1803'CLARKSVILLE, GO SOUTH ON NASH ROAD FOR 3.0 MI (4.8 KM) TO STATE
 NF1803'HIGHWAY M-50, CONTINUE SOUTH ON M-50 (NASH ROAD) FOR 0.86 MI
 NF1803'(1.38 KM) TO CURVE LEFT AND NASH ROAD ON RIGHT.  TURN RIGHT AND
 NF1803'CONTINUE SOUTH ON NASH ROAD FOR 0.14 MI (0.23 KM) TO CROSSROAD,
 NF1803'TUPPER LAKE ROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST
 NF1803'QUADRANT OF INTERSECTION.
 NF1803'
 NF1803'STATION IS 49.5 FT (15.1 M) SOUTH FROM TUPPER LAKE ROAD CENTERLINE,
 NF1803'31.5 FT (9.6 M) WEST FROM A UTILITY POLE, 20.0 FT (6.1 M) EAST FROM
 NF1803'NASH ROAD CENTERLINE AND 3.3 FT (1.0 M) EAST FROM A METAL WITNESS
 NF1803'POST WITH SIGN.
 NF1803
 NF1803                          STATION RECOVERY (1991)
 NF1803
 NF1803'RECOVERED 1991
 NF1803'RECOVERED IN GOOD CONDITION.
 NF1803
 NF1803                          STATION RECOVERY (2007)
 NF1803
 NF1803'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF1803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1804 ***********************************************************************
 NF1804  DESIGNATION -  34107
 NF1804  PID         -  NF1804
 NF1804  STATE/COUNTY-  MI/IONIA
 NF1804  COUNTRY     -  US
 NF1804  USGS QUAD   -  WOODBURY (2017)
 NF1804
 NF1804                         *CURRENT SURVEY CONTROL
 NF1804  ______________________________________________________________________
 NF1804* NAD 83(2011) POSITION- 42 47 59.52453(N) 085 04 27.80430(W)   ADJUSTED
 NF1804* NAD 83(2011) ELLIP HT-   220.641 (meters)        (06/27/12)   ADJUSTED
 NF1804* NAD 83(2011) EPOCH   -  2010.00
 NF1804* NAVD 88 ORTHO HEIGHT -   254.5   (meters)      835.    (feet) GPS OBS
 NF1804  ______________________________________________________________________
 NF1804  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1804  GEOID HEIGHT    -        -33.580 (meters)                     GEOID93
 NF1804  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 NF1804  NAD 83(2011) X  -    402,457.830 (meters)                     COMP
 NF1804  NAD 83(2011) Y  - -4,669,939.594 (meters)                     COMP
 NF1804  NAD 83(2011) Z  -  4,311,365.161 (meters)                     COMP
 NF1804  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 NF1804
 NF1804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1804  Standards:
 NF1804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1804  -------------------------------------------------------------------
 NF1804  NETWORK    1.07   2.10           0.45   0.39   1.07      0.47089000
 NF1804  -------------------------------------------------------------------
 NF1804  Click here for local accuracies and other accuracy information.
 NF1804
 NF1804.The horizontal coordinates were established by GPS observations
 NF1804.and adjusted by the National Geodetic Survey in June 2012.
 NF1804
 NF1804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1804.been affixed to the stable North American tectonic plate. See 
 NF1804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1804
 NF1804.The horizontal coordinates are valid at the epoch date displayed above
 NF1804.which is a decimal equivalence of Year/Month/Day.
 NF1804
 NF1804.The orthometric height was determined by GPS observations and a
 NF1804.high-resolution geoid model.
 NF1804
 NF1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1804.GEOID18 height accuracy estimate available here.
 NF1804
 NF1804.Click photographs - Photos may exist for this station.
 NF1804
 NF1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1804
 NF1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1804
 NF1804.The ellipsoidal height was determined by GPS observations
 NF1804.and is referenced to NAD 83.
 NF1804
 NF1804. The following values were computed from the NAD 83(2011) position.
 NF1804
 NF1804;                    North         East     Units Scale Factor Converg.
 NF1804;SPC MI S     -   144,629.096 3,942,110.616   MT  0.99990798   -0 28 53.9
 NF1804;SPC MI S     -   474,504.91 12,933,433.78   iFT  0.99990798   -0 28 53.9
 NF1804;UTM  16      - 4,740,389.041   657,464.052   MT  0.99990505   +1 18 31.0
 NF1804
 NF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1804!SPC MI S     -   0.99996540  x   0.99990798  =   0.99987338
 NF1804!UTM  16      -   0.99996540  x   0.99990505  =   0.99987045
 NF1804
 NF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5746440389(NAD 83)
 NF1804
 NF1804                          SUPERSEDED SURVEY CONTROL
 NF1804
 NF1804  NAD 83(2007)-  42 47 59.52319(N)    085 04 27.80459(W) AD(2002.00) 0
 NF1804  ELLIP H (02/10/07)  220.664  (m)                       GP(2002.00)    
 NF1804  ELLIP H (07/17/02)  220.681  (m)                       GP(       ) 4 1
 NF1804  NAD 83(1994)-  42 47 59.52360(N)    085 04 27.80535(W) AD(       ) 2
 NF1804  ELLIP H (02/03/97)  220.692  (m)                       GP(       ) 4 1
 NF1804  NAD 83(1986)-  42 47 59.52259(N)    085 04 27.82038(W) AD(       ) 2
 NF1804
 NF1804.Superseded values are not recommended for survey control.
 NF1804
 NF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1804.See file dsdata.pdf to determine how the superseded data were derived.
 NF1804
 NF1804_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1804_STAMPING: 34107 1980
 NF1804_MARK LOGO: MIDT
 NF1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1804+STABILITY: SURFACE MOTION
 NF1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1804+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1991
 NF1804
 NF1804  HISTORY     - Date     Condition        Report By
 NF1804  HISTORY     - 1980     MONUMENTED       MIDT
 NF1804  HISTORY     - 19911016 GOOD
 NF1804
 NF1804                          STATION DESCRIPTION
 NF1804
 NF1804'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1804'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1804'SECTION 19, T-5-N, R-6-W, SEBEWA TOWNSHIP, AND ON THE WOODBURY
 NF1804'QUADRANGLE MAP. IT IS ABOUT 19-3/4 MILES NORTHWEST FROM CHARLOTTE,
 NF1804'10-1/2 MILES SOUTHWEST FROM PORTLAND AND 3 MILES (4.8 KM) EAST FROM
 NF1804'LAKE ODESSA AND ON THE STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1804'
 NF1804'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66, STATE HIGHWAY
 NF1804'M-43 AND STATE HIGHWAY M-50, ABOUT 4 MILES (6.4 KM) SOUTHEAST OF LAKE
 NF1804'ODESSA, GO NORTH ON M-66 FOR 3.0 MI (4.8 KM) TO MUSGROVE ROAD AND THE
 NF1804'STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF INTERSECTION.
 NF1804'
 NF1804'STATION IS 48.5 FT (14.8 M) NORTH FROM THE CENTERLINE OF MUSGROVE
 NF1804'ROAD, 31.6 FT (9.6 M) EAST FROM THE CENTERLINE OF M-66, 16.4 FT
 NF1804'(5.0 M) NORTH-NORTHWEST FROM A METAL STREET SIGN POST AND 4.0 FT
 NF1804'(1.2 M) WEST FROM A METAL WITNESS POST.
 NF1804
 NF1804                          STATION RECOVERY (1991)
 NF1804
 NF1804'RECOVERED 1991
 NF1804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1805 ***********************************************************************
 NF1805  DESIGNATION -  34200
 NF1805  PID         -  NF1805
 NF1805  STATE/COUNTY-  MI/IONIA
 NF1805  COUNTRY     -  US
 NF1805  USGS QUAD   -  WOODBURY (2017)
 NF1805
 NF1805                         *CURRENT SURVEY CONTROL
 NF1805  ______________________________________________________________________
 NF1805* NAD 83(2011) POSITION- 42 48 54.90904(N) 085 04 29.14241(W)   ADJUSTED
 NF1805* NAD 83(2011) ELLIP HT-   222.105 (meters)        (06/27/12)   ADJUSTED
 NF1805* NAD 83(2011) EPOCH   -  2010.00
 NF1805* NAVD 88 ORTHO HEIGHT -   256.0   (meters)      840.    (feet) GPS OBS
 NF1805  ______________________________________________________________________
 NF1805  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1805  GEOID HEIGHT    -        -33.560 (meters)                     GEOID93
 NF1805  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 NF1805  NAD 83(2011) X  -    402,327.913 (meters)                     COMP
 NF1805  NAD 83(2011) Y  - -4,668,786.153 (meters)                     COMP
 NF1805  NAD 83(2011) Z  -  4,312,620.033 (meters)                     COMP
 NF1805  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 NF1805
 NF1805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1805  Standards:
 NF1805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1805  -------------------------------------------------------------------
 NF1805  NETWORK    1.04   2.06           0.44   0.38   1.05      0.45983395
 NF1805  -------------------------------------------------------------------
 NF1805  Click here for local accuracies and other accuracy information.
 NF1805
 NF1805.The horizontal coordinates were established by GPS observations
 NF1805.and adjusted by the National Geodetic Survey in June 2012.
 NF1805
 NF1805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1805.been affixed to the stable North American tectonic plate. See 
 NF1805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1805
 NF1805.The horizontal coordinates are valid at the epoch date displayed above
 NF1805.which is a decimal equivalence of Year/Month/Day.
 NF1805
 NF1805.The orthometric height was determined by GPS observations and a
 NF1805.high-resolution geoid model.
 NF1805
 NF1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1805.GEOID18 height accuracy estimate available here.
 NF1805
 NF1805.Click photographs - Photos may exist for this station.
 NF1805
 NF1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1805
 NF1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1805
 NF1805.The ellipsoidal height was determined by GPS observations
 NF1805.and is referenced to NAD 83.
 NF1805
 NF1805. The following values were computed from the NAD 83(2011) position.
 NF1805
 NF1805;                    North         East     Units Scale Factor Converg.
 NF1805;SPC MI S     -   146,338.192 3,942,094.586   MT  0.99990762   -0 28 54.8
 NF1805;SPC MI S     -   480,112.18 12,933,381.19   iFT  0.99990762   -0 28 54.8
 NF1805;UTM  16      - 4,742,096.796   657,394.631   MT  0.99990478   +1 18 31.4
 NF1805
 NF1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1805!SPC MI S     -   0.99996517  x   0.99990762  =   0.99987279
 NF1805!UTM  16      -   0.99996517  x   0.99990478  =   0.99986995
 NF1805
 NF1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5739442096(NAD 83)
 NF1805
 NF1805                          SUPERSEDED SURVEY CONTROL
 NF1805
 NF1805  NAD 83(2007)-  42 48 54.90769(N)    085 04 29.14271(W) AD(2002.00) 0
 NF1805  ELLIP H (02/10/07)  222.128  (m)                       GP(2002.00)    
 NF1805  ELLIP H (07/17/02)  222.145  (m)                       GP(       ) 4 1
 NF1805  NAD 83(1994)-  42 48 54.90810(N)    085 04 29.14347(W) AD(       ) 2
 NF1805  ELLIP H (02/03/97)  222.156  (m)                       GP(       ) 4 1
 NF1805  NAD 83(1986)-  42 48 54.90709(N)    085 04 29.15851(W) AD(       ) 2
 NF1805
 NF1805.Superseded values are not recommended for survey control.
 NF1805
 NF1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1805.See file dsdata.pdf to determine how the superseded data were derived.
 NF1805
 NF1805_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1805_STAMPING: 34200 1991
 NF1805_MARK LOGO: MIDT
 NF1805_PROJECTION: FLUSH
 NF1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1805+STABILITY: SURFACE MOTION
 NF1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1805+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 NF1805
 NF1805  HISTORY     - Date     Condition        Report By
 NF1805  HISTORY     - 1991     MONUMENTED       MIDT
 NF1805  HISTORY     - 20230613 GOOD             MCA
 NF1805
 NF1805                          STATION DESCRIPTION
 NF1805
 NF1805'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1805'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1805'SECTION 13, T-5-N, R-7-W, ODESSA TOWNSHIP AND ON THE WOODBURY
 NF1805'QUADRANGLE MAP.  IT IS ABOUT 16-1/4 MILES NORTHEAST FROM HASTINGS,
 NF1805'9-1/2 MILES SOUTHWEST FROM PORTLAND, 3-3/4 MILES NORTHEAST FROM LAKE
 NF1805'ODESSA AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1805'
 NF1805'TO REACH FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43 AND STATE
 NF1805'HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST FROM LAKE
 NF1805'ODESSA, GO NORTH ON M-66 FOR 4.25 MI (6.84 KM) TO A CROSSROAD,
 NF1805'(BIPPLEY ROAD). CONTINUE NORTH ON M-66 FOR ABOUT 391 FEET (119.2 M)
 NF1805'TO STATION ON THE LEFT.
 NF1805'
 NF1805'STATION IS 207.6 FT (63.3 M) SOUTHWEST FROM A UTILITY POLE, 169.2 FT
 NF1805'(51.6 M) NORTHWEST FROM A UTILITY POLE, 27.5 FT (8.4 M) WEST FROM THE
 NF1805'CENTERLINE OF M-66 AND 2.5 FT (0.8 M) EAST FROM A METAL WITNESS POST
 NF1805'WITH SIGN.
 NF1805
 NF1805                          STATION RECOVERY (2023)
 NF1805
 NF1805'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 NF1805'SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0022 ***********************************************************************
 RH0022  DESIGNATION -  345
 RH0022  PID         -  RH0022
 RH0022  STATE/COUNTY-  MI/CHIPPEWA
 RH0022  COUNTRY     -  US
 RH0022  USGS QUAD   -  DRUMMOND (2017)
 RH0022
 RH0022                         *CURRENT SURVEY CONTROL
 RH0022  ______________________________________________________________________
 RH0022* NAD 83(1994) POSITION- 46 06 14.18909(N) 083 38 42.97107(W)   ADJUSTED
 RH0022* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RH0022  ______________________________________________________________________
 RH0022  GEOID HEIGHT    -        -37.036 (meters)                     GEOID18
 RH0022  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 RH0022  HORZ ORDER      -  THIRD
 RH0022
 RH0022.The horizontal coordinates were established by classical geodetic methods
 RH0022.and adjusted by the National Geodetic Survey in February 1997.
 RH0022
 RH0022.The orthometric height was scaled from a topographic map.
 RH0022
 RH0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0022.GEOID18 height accuracy estimate available here.
 RH0022
 RH0022.Click photographs - Photos may exist for this station.
 RH0022
 RH0022.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0022
 RH0022. The following values were computed from the NAD 83(1994) position.
 RH0022
 RH0022;                    North         East     Units Scale Factor Converg.
 RH0022;SPC MI N     -   152,264.809 8,259,280.123   MT  0.99990782   +2 25 29.2
 RH0022;SPC MI N     -   499,556.46 27,097,375.73   iFT  0.99990782   +2 25 29.2
 RH0022;SPC MI C     -   309,992.933 6,055,782.935   MT  1.00011860   +0 30 34.6
 RH0022;SPC MI C     - 1,017,037.18 19,868,054.25   iFT  1.00011860   +0 30 34.6
 RH0022;UTM  17      - 5,108,998.205   295,557.232   MT  1.00011384   -1 54 24.6
 RH0022
 RH0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0022!SPC MI N     -   0.99997793  x   0.99990782  =   0.99988575
 RH0022!SPC MI C     -   0.99997793  x   1.00011860  =   1.00009652
 RH0022!UTM  17      -   0.99997793  x   1.00011384  =   1.00009176
 RH0022
 RH0022:                Primary Azimuth Mark                     Grid Az
 RH0022:SPC MI N     -  KOCRUISH USLS 1896                       288 26 11.9
 RH0022:SPC MI C     -  KOCRUISH USLS 1896                       290 21 06.5
 RH0022:UTM  17      -  KOCRUISH USLS 1896                       292 46 05.7
 RH0022
 RH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM9555708998(NAD 83)
 RH0022
 RH0022|---------------------------------------------------------------------|
 RH0022| PID    Reference Object                     Distance      Geod. Az  |
 RH0022|                                                           dddmmss.s |
 RH0022| RH0016 SULPHUR ISLAND LH                   APPROX. 5.4 KM 0322521.4 |
 RH0022| RH0023 REF MON 5                            14.395 METERS 18919     |
 RH0022| RH0028 KOCRUISH USLS 1896                  APPROX.11.5 KM 2905141.1 |
 RH0022|---------------------------------------------------------------------|
 RH0022
 RH0022                          SUPERSEDED SURVEY CONTROL
 RH0022
 RH0022  NAD 83(1986)-  46 06 14.17513(N)    083 38 42.97924(W) AD(       ) 3
 RH0022  NAD 27      -  46 06 14.10000(N)    083 38 42.95300(W) AD(       ) 3
 RH0022  USSD        -  46 06 14.86000(N)    083 38 42.13000(W) AD(       ) 3
 RH0022
 RH0022.Superseded values are not recommended for survey control.
 RH0022
 RH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0022.See file dsdata.pdf to determine how the superseded data were derived.
 RH0022
 RH0022_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0022_STAMPING: 345
 RH0022_MARK LOGO: USLS
 RH0022_PROJECTION: PROJECTING 76 CENTIMETERS
 RH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0022+STABILITY: SURFACE MOTION
 RH0022
 RH0022  HISTORY     - Date     Condition        Report By
 RH0022  HISTORY     - 1896     MONUMENTED       USLS
 RH0022  HISTORY     - 1958     GOOD             IBC
 RH0022
 RH0022                          STATION DESCRIPTION
 RH0022
 RH0022'DESCRIBED BY US LAKE SURVEY 1896
 RH0022'ON THE NW CORNER OF THE FIRST OR E SHARP POINT 1/2 MILE W OF POE
 RH0022'POINT ON THE N SHORE OF DRUMMOND ISLAND, ON THE S SHORE OF WESTERN
 RH0022'NORTH CHANNEL.  IN THE EDGE OF THE BUSHES.
 RH0022'
 RH0022'STATION MARK IS A DRILL HOLE IN A ROCK ON THE BEACH.  A STANDARD
 RH0022'U S L S DISK WITH A CROSS AND THE FIGURES---345---STAMPED ON IT
 RH0022'IS SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER OVER THE STATION
 RH0022'WITH THE TOP 2-1/2 FEET ABOVE GROUND IN A LARGE CAIRN.
 RH0022
 RH0022                          STATION RECOVERY (1958)
 RH0022
 RH0022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0022'RECOVERED IN GOOD CONDITION.  CAIRN REBUILT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2019 ***********************************************************************
 DP2019  DESIGNATION -  34600
 DP2019  PID         -  DP2019
 DP2019  STATE/COUNTY-  MI/IONIA
 DP2019  COUNTRY     -  US
 DP2019  USGS QUAD   -  FREEPORT (2017)
 DP2019
 DP2019                         *CURRENT SURVEY CONTROL
 DP2019  ______________________________________________________________________
 DP2019* NAD 83(1986) POSITION- 42 52 17.33   (N) 085 17 56.69   (W)   HD_HELD1
 DP2019* NAVD 88 ORTHO HEIGHT -   257.421 (meters)      844.56  (feet) ADJUSTED
 DP2019  ______________________________________________________________________
 DP2019  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 DP2019  DYNAMIC HEIGHT  -        257.350 (meters)      844.32  (feet) COMP
 DP2019  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 DP2019
 DP2019  VERT ORDER      -  FIRST     CLASS II
 DP2019
 DP2019.The horizontal coordinates were determined by differentially corrected
 DP2019.hand held GPS observations or other comparable positioning techniques
 DP2019.and have an estimated accuracy of +/- 3 meters.
 DP2019
 DP2019.The orthometric height was determined by differential leveling and
 DP2019.adjusted by the NATIONAL GEODETIC SURVEY
 DP2019.in April 2014.
 DP2019
 DP2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2019.GEOID18 height accuracy estimate available here.
 DP2019
 DP2019.Click photographs - Photos may exist for this station.
 DP2019
 DP2019.The dynamic height is computed by dividing the NAVD 88
 DP2019.geopotential number by the normal gravity value computed on the
 DP2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2019.degrees latitude (g = 980.6199 gals.).
 DP2019
 DP2019.The modeled gravity was interpolated from observed gravity values.
 DP2019
 DP2019;                    North         East    Units  Estimated Accuracy
 DP2019;SPC MI S     -   152,762.3   3,923,820.5     MT  (+/- 3 meters HH1 GPS) 
 DP2019
 DP2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3892947946(NAD 83)
 DP2019
 DP2019                          SUPERSEDED SURVEY CONTROL
 DP2019
 DP2019.No superseded survey control is available for this station.
 DP2019
 DP2019_MARKER: F = FLANGE-ENCASED ROD
 DP2019_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2019_STAMPING: 34600 2012
 DP2019_PROJECTION: RECESSED 5 CENTIMETERS
 DP2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2019+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DP2019_ROD/PIPE-DEPTH: 10.8 meters
 DP2019_SLEEVE-DEPTH  : 1.2 meters
 DP2019
 DP2019  HISTORY     - Date     Condition        Report By
 DP2019  HISTORY     - 20120806 MONUMENTED       MIDT
 DP2019  HISTORY     - 20200529 GOOD             MIDT
 DP2019  HISTORY     - 20210526 GOOD             MIDT
 DP2019
 DP2019                          STATION DESCRIPTION
 DP2019
 DP2019'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2019'THE STATION IS LOCATED IN BOSTON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2019'3.53 MI (5.7 KM) NORTHWEST OF CLARKSVILLE, 4.82 MI (7.8 KM)
 DP2019'SOUTH-SOUTHEAST OF LOWELL AND 20.08 MI (32.3 KM) WEST OF PORTLAND.
 DP2019'
 DP2019'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND NASH
 DP2019'HIGHWAY, TRAVEL 2.89 MI (4.7 KM) WEST ON PORTLAND ROAD TO THE STATION
 DP2019'ON THE RIGHT.
 DP2019'
 DP2019'THE STATION IS 215 FT (65.5 M) WEST OF A 2.5 FT (0.8 M) DIAMETER MAPLE
 DP2019'TREE, 8.2 FT (2.5 M) SOUTH OF A EAST-WEST RUNNING FENCE LINE, 22.4 FT
 DP2019'(6.8 M) NORTH OF TRUNK HIGHWAY EXTENDED CENTERLINE OF PORTLAND ROAD
 DP2019'AND 0.7 FT (21 CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2019'
 DP2019'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2019
 DP2019                          STATION RECOVERY (2020)
 DP2019
 DP2019'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2019'RECOVERED IN GOOD CONDITION.
 DP2019
 DP2019                          STATION RECOVERY (2021)
 DP2019
 DP2019'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DP2019'FOUND AS DESCRIBED IN 2012 WITH TWO EXCEPTIONS.  THE MARK IS ONLY 1 FT
 DP2019'(0.3 M) SOUTH OF THE EAST WEST RUNNING FENCE LINE.  THE CARSONITE
 DP2019'WITNESS POST IS NOW A LIGHT BROWN COLOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2018 ***********************************************************************
 DP2018  DESIGNATION -  34601
 DP2018  PID         -  DP2018
 DP2018  STATE/COUNTY-  MI/IONIA
 DP2018  COUNTRY     -  US
 DP2018  USGS QUAD   -  FREEPORT (2017)
 DP2018
 DP2018                         *CURRENT SURVEY CONTROL
 DP2018  ______________________________________________________________________
 DP2018* NAD 83(1986) POSITION- 42 52 17.55   (N) 085 16 37.55   (W)   HD_HELD1
 DP2018* NAVD 88 ORTHO HEIGHT -   270.000 (meters)      885.83  (feet) ADJUSTED
 DP2018  ______________________________________________________________________
 DP2018  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 DP2018  DYNAMIC HEIGHT  -        269.925 (meters)      885.58  (feet) COMP
 DP2018  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 DP2018
 DP2018  VERT ORDER      -  FIRST     CLASS II
 DP2018
 DP2018.The horizontal coordinates were determined by differentially corrected
 DP2018.hand held GPS observations or other comparable positioning techniques
 DP2018.and have an estimated accuracy of +/- 3 meters.
 DP2018
 DP2018.The orthometric height was determined by differential leveling and
 DP2018.adjusted by the NATIONAL GEODETIC SURVEY
 DP2018.in April 2014.
 DP2018
 DP2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2018.GEOID18 height accuracy estimate available here.
 DP2018
 DP2018.Click photographs - Photos may exist for this station.
 DP2018
 DP2018.The dynamic height is computed by dividing the NAVD 88
 DP2018.geopotential number by the normal gravity value computed on the
 DP2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2018.degrees latitude (g = 980.6199 gals.).
 DP2018
 DP2018.The modeled gravity was interpolated from observed gravity values.
 DP2018
 DP2018;                    North         East    Units  Estimated Accuracy
 DP2018;SPC MI S     -   152,749.4   3,925,616.5     MT  (+/- 3 meters HH1 GPS) 
 DP2018
 DP2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4072447989(NAD 83)
 DP2018
 DP2018                          SUPERSEDED SURVEY CONTROL
 DP2018
 DP2018.No superseded survey control is available for this station.
 DP2018
 DP2018_MARKER: F = FLANGE-ENCASED ROD
 DP2018_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2018_STAMPING: 34601 2012
 DP2018_MARK LOGO: NONE
 DP2018_PROJECTION: RECESSED 10 CENTIMETERS
 DP2018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2018+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DP2018_ROD/PIPE-DEPTH: 3.9 meters
 DP2018_SLEEVE-DEPTH  : 1.2 meters
 DP2018
 DP2018  HISTORY     - Date     Condition        Report By
 DP2018  HISTORY     - 20120806 MONUMENTED       MIDT
 DP2018  HISTORY     - 20200529 GOOD             MIDT
 DP2018  HISTORY     - 20250715 GOOD             MIDT
 DP2018
 DP2018                          STATION DESCRIPTION
 DP2018
 DP2018'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2018'THE STATION IS LOCATED IN BOSTON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2018'2.69 MI (4.3 KM) NORTHWEST OF CLARKSVILLE, 5.41 MI (8.7 KM) SOUTHEAST
 DP2018'OF LOWELL AND 18.89 MI (30.4 KM) WEST OF PORTLAND.
 DP2018'
 DP2018'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND NASH
 DP2018'HIGHWAY, GO 1.76 MI (2.8 KM) WEST ON PORTLAND ROAD TO THE STATION ON
 DP2018'THE RIGHT.
 DP2018'
 DP2018'THE STATION IS 19.2 FT (5.9 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2018'ROAD, 83.1 FT (25.3 M) NORTH-NORTHWEST OF A POWER POLE BY A TELEPHONE
 DP2018'PEDESTAL, 73 FT (22.3 M) EAST OF A MAILBOX FOR THE ADDRESS 10245
 DP2018'PORTLAND ROAD AND 0.9 FT (27 CM) SOUTH OF AN ORANGE CARSONITE WITNESS
 DP2018'POST.
 DP2018'
 DP2018'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2018
 DP2018                          STATION RECOVERY (2020)
 DP2018
 DP2018'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2018'59.3 FT (18.1 M) EAST OF A MAILBOX FOR THE ADDRESS 10245, WITNESS POST
 DP2018'NO LONGER PRESENT.
 DP2018
 DP2018                          STATION RECOVERY (2025)
 DP2018
 DP2018'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP2018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2017 ***********************************************************************
 DP2017  DESIGNATION -  34602
 DP2017  PID         -  DP2017
 DP2017  STATE/COUNTY-  MI/IONIA
 DP2017  COUNTRY     -  US
 DP2017  USGS QUAD   -  FREEPORT (2017)
 DP2017
 DP2017                         *CURRENT SURVEY CONTROL
 DP2017  ______________________________________________________________________
 DP2017* NAD 83(1986) POSITION- 42 52 18.04   (N) 085 15 02.36   (W)   HD_HELD1
 DP2017* NAVD 88 ORTHO HEIGHT -   253.764 (meters)      832.56  (feet) ADJUSTED
 DP2017  ______________________________________________________________________
 DP2017  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 DP2017  DYNAMIC HEIGHT  -        253.693 (meters)      832.32  (feet) COMP
 DP2017  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 DP2017
 DP2017  VERT ORDER      -  FIRST     CLASS II
 DP2017
 DP2017.The horizontal coordinates were determined by differentially corrected
 DP2017.hand held GPS observations or other comparable positioning techniques
 DP2017.and have an estimated accuracy of +/- 3 meters.
 DP2017
 DP2017.The orthometric height was determined by differential leveling and
 DP2017.adjusted by the NATIONAL GEODETIC SURVEY
 DP2017.in April 2014.
 DP2017
 DP2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2017.GEOID18 height accuracy estimate available here.
 DP2017
 DP2017.Click photographs - Photos may exist for this station.
 DP2017
 DP2017.The dynamic height is computed by dividing the NAVD 88
 DP2017.geopotential number by the normal gravity value computed on the
 DP2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2017.degrees latitude (g = 980.6199 gals.).
 DP2017
 DP2017.The modeled gravity was interpolated from observed gravity values.
 DP2017
 DP2017;                    North         East    Units  Estimated Accuracy
 DP2017;SPC MI S     -   152,741.5   3,927,776.9     MT  (+/- 3 meters HH1 GPS) 
 DP2017
 DP2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4288448049(NAD 83)
 DP2017
 DP2017                          SUPERSEDED SURVEY CONTROL
 DP2017
 DP2017.No superseded survey control is available for this station.
 DP2017
 DP2017_MARKER: F = FLANGE-ENCASED ROD
 DP2017_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2017_STAMPING: 34602 2012
 DP2017_MARK LOGO: NONE
 DP2017_PROJECTION: RECESSED 10 CENTIMETERS
 DP2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2017+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DP2017_ROD/PIPE-DEPTH: 19.7 meters
 DP2017_SLEEVE-DEPTH  : 1.2 meters
 DP2017
 DP2017  HISTORY     - Date     Condition        Report By
 DP2017  HISTORY     - 20120806 MONUMENTED       MIDT
 DP2017
 DP2017                          STATION DESCRIPTION
 DP2017
 DP2017'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2017'THE STATION IS LOCATED IN BOSTON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2017'2.07 MI (3.3 KM) NORTH-NORTHWEST OF CLARKSVILLE, 6.31 MI (10.2 KM)
 DP2017'SOUTHEAST OF LOWELL AND 17.69 MI (28.5 KM) WEST OF PORTLAND.
 DP2017'
 DP2017'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND NASH
 DP2017'HIGHWAY, TRAVEL 0.41 MI (0.7 KM) WEST ON PORTLAND ROAD TO THE STATION
 DP2017'ON THE RIGHT.
 DP2017'
 DP2017'THE STATION IS 133.8 FT (40.8 M) NORTHEAST OF A WOODEN POST THAT IS ON
 DP2017'THE EAST SIDE OF A YELLOW GATE, 18 FT (5.5 M) NORTH OF THE CENTERLINE
 DP2017'OF PORTLAND ROAD AND 0.7 FT (21 CM) SOUTH OF AN ORANGE CARSONITE
 DP2017'WITNESS POST.
 DP2017'
 DP2017'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2016 ***********************************************************************
 DP2016  DESIGNATION -  34603
 DP2016  PID         -  DP2016
 DP2016  STATE/COUNTY-  MI/IONIA
 DP2016  COUNTRY     -  US
 DP2016  USGS QUAD   -  LAKE ODESSA (2017)
 DP2016
 DP2016                         *CURRENT SURVEY CONTROL
 DP2016  ______________________________________________________________________
 DP2016* NAD 83(1986) POSITION- 42 52 18.01   (N) 085 13 33.39   (W)   HD_HELD1
 DP2016* NAVD 88 ORTHO HEIGHT -   250.590 (meters)      822.14  (feet) ADJUSTED
 DP2016  ______________________________________________________________________
 DP2016  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 DP2016  DYNAMIC HEIGHT  -        250.520 (meters)      821.91  (feet) COMP
 DP2016  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 DP2016
 DP2016  VERT ORDER      -  FIRST     CLASS II
 DP2016
 DP2016.The horizontal coordinates were determined by differentially corrected
 DP2016.hand held GPS observations or other comparable positioning techniques
 DP2016.and have an estimated accuracy of +/- 3 meters.
 DP2016
 DP2016.The orthometric height was determined by differential leveling and
 DP2016.adjusted by the NATIONAL GEODETIC SURVEY
 DP2016.in April 2014.
 DP2016
 DP2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2016.GEOID18 height accuracy estimate available here.
 DP2016
 DP2016.Click photographs - Photos may exist for this station.
 DP2016
 DP2016.The dynamic height is computed by dividing the NAVD 88
 DP2016.geopotential number by the normal gravity value computed on the
 DP2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2016.degrees latitude (g = 980.6199 gals.).
 DP2016
 DP2016.The modeled gravity was interpolated from observed gravity values.
 DP2016
 DP2016;                    North         East    Units  Estimated Accuracy
 DP2016;SPC MI S     -   152,719.7   3,929,796.0     MT  (+/- 3 meters HH1 GPS) 
 DP2016
 DP2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4490248090(NAD 83)
 DP2016
 DP2016                          SUPERSEDED SURVEY CONTROL
 DP2016
 DP2016.No superseded survey control is available for this station.
 DP2016
 DP2016_MARKER: F = FLANGE-ENCASED ROD
 DP2016_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2016_STAMPING: 34603 2012
 DP2016_PROJECTION: RECESSED 8 CENTIMETERS
 DP2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2016+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 DP2016_ROD/PIPE-DEPTH: 7.8 meters
 DP2016_SLEEVE-DEPTH  : 1.2 meters
 DP2016
 DP2016  HISTORY     - Date     Condition        Report By
 DP2016  HISTORY     - 20120806 MONUMENTED       MIDT
 DP2016  HISTORY     - 20200604 GOOD             MIDT
 DP2016
 DP2016                          STATION DESCRIPTION
 DP2016
 DP2016'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2016'THE STATION IS LOCATED IN BOSTON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2016'2.21 MI (3.6 KM) NORTH-NORTHEAST OF CLARKSVILLE, 7.28 MI (11.7 KM)
 DP2016'SOUTHEAST OF LOWELL AND 16.45 MI (26.5 KM) WEST OF PORTLAND.
 DP2016'
 DP2016'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND NASH
 DP2016'HIGHWAY, GO 0.87 MI (1.4 KM) EAST ON PORTLAND ROAD TO THE STATION ON
 DP2016'THE LEFT.
 DP2016'
 DP2016'THE STATION IS 15.3 FT (4.7 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2016'ROAD, 95 FT (29.0 M) WEST-SOUTHWEST OF A POWER POLE AND 0.8 FT (24 CM)
 DP2016'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2016'
 DP2016'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2016
 DP2016                          STATION RECOVERY (2020)
 DP2016
 DP2016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2016'WITNESS POST NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2015 ***********************************************************************
 DP2015  DESIGNATION -  34604
 DP2015  PID         -  DP2015
 DP2015  STATE/COUNTY-  MI/IONIA
 DP2015  COUNTRY     -  US
 DP2015  USGS QUAD   -  LAKE ODESSA (2017)
 DP2015
 DP2015                         *CURRENT SURVEY CONTROL
 DP2015  ______________________________________________________________________
 DP2015* NAD 83(1986) POSITION- 42 52 17.96   (N) 085 12 08.69   (W)   HD_HELD1
 DP2015* NAVD 88 ORTHO HEIGHT -   247.564 (meters)      812.22  (feet) ADJUSTED
 DP2015  ______________________________________________________________________
 DP2015  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 DP2015  DYNAMIC HEIGHT  -        247.493 (meters)      811.98  (feet) COMP
 DP2015  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 DP2015
 DP2015  VERT ORDER      -  FIRST     CLASS II
 DP2015
 DP2015.The horizontal coordinates were determined by differentially corrected
 DP2015.hand held GPS observations or other comparable positioning techniques
 DP2015.and have an estimated accuracy of +/- 3 meters.
 DP2015
 DP2015.The orthometric height was determined by differential leveling and
 DP2015.adjusted by the NATIONAL GEODETIC SURVEY
 DP2015.in April 2014.
 DP2015
 DP2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2015.GEOID18 height accuracy estimate available here.
 DP2015
 DP2015.Click photographs - Photos may exist for this station.
 DP2015
 DP2015.The dynamic height is computed by dividing the NAVD 88
 DP2015.geopotential number by the normal gravity value computed on the
 DP2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2015.degrees latitude (g = 980.6199 gals.).
 DP2015
 DP2015.The modeled gravity was interpolated from observed gravity values.
 DP2015
 DP2015;                    North         East    Units  Estimated Accuracy
 DP2015;SPC MI S     -   152,698.8   3,931,718.2     MT  (+/- 3 meters HH1 GPS) 
 DP2015
 DP2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4682448129(NAD 83)
 DP2015
 DP2015                          SUPERSEDED SURVEY CONTROL
 DP2015
 DP2015.No superseded survey control is available for this station.
 DP2015
 DP2015_MARKER: F = FLANGE-ENCASED ROD
 DP2015_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2015_STAMPING: 34604 2012
 DP2015_PROJECTION: RECESSED 5 CENTIMETERS
 DP2015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2015+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2020
 DP2015_ROD/PIPE-DEPTH: 10.7 meters
 DP2015_SLEEVE-DEPTH  : 1.2 meters
 DP2015
 DP2015  HISTORY     - Date     Condition        Report By
 DP2015  HISTORY     - 20120801 MONUMENTED       MIDT
 DP2015  HISTORY     - 20200529 GOOD             MIDT
 DP2015
 DP2015                          STATION DESCRIPTION
 DP2015
 DP2015'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2015'THE STATION IS LOCATED IN BOSTON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2015'8.22 MI (13.2 KM) EAST-SOUTHEAST OF LOWELL, 10.32 MI (16.6 KM)
 DP2015'SOUTHWEST OF IONIA AND 15.21 MI (24.5 KM) WEST OF PORTLAND.
 DP2015'
 DP2015'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND NASH
 DP2015'HIGHWAY, GO 2.08 MI (3.3 KM) EAST ON PORTLAND ROAD TO THE STATION ON
 DP2015'THE LEFT (BEHIND BRIDGE GUARDRAIL).
 DP2015'
 DP2015'THE STATION IS 21.4 FT (6.5 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2015'ROAD, 31.7 FT (9.7 M) EAST OF THE NORTHEAST BRIDGE ABUTMENT, 57.65 FT
 DP2015'(17.6 M) SOUTHEAST OF A POWER POLE, 23.95 FT (7.3 M) WEST OF THE
 DP2015'EASTERLY EDGE OF THE GUARDRAIL AND 0.9 FT (27 CM) SOUTH OF AN ORANGE
 DP2015'CARSONITE WITNESS POST.
 DP2015'
 DP2015'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2015
 DP2015                          STATION RECOVERY (2020)
 DP2015
 DP2015'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2015'WITNESS POST BROKEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2014 ***********************************************************************
 DP2014  DESIGNATION -  34605
 DP2014  PID         -  DP2014
 DP2014  STATE/COUNTY-  MI/IONIA
 DP2014  COUNTRY     -  US
 DP2014  USGS QUAD   -  LAKE ODESSA (2017)
 DP2014
 DP2014                         *CURRENT SURVEY CONTROL
 DP2014  ______________________________________________________________________
 DP2014* NAD 83(1986) POSITION- 42 52 18.04   (N) 085 10 37.62   (W)   HD_HELD1
 DP2014* NAVD 88 ORTHO HEIGHT -   253.472 (meters)      831.60  (feet) ADJUSTED
 DP2014  ______________________________________________________________________
 DP2014  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 DP2014  DYNAMIC HEIGHT  -        253.400 (meters)      831.36  (feet) COMP
 DP2014  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 DP2014
 DP2014  VERT ORDER      -  FIRST     CLASS II
 DP2014
 DP2014.The horizontal coordinates were determined by differentially corrected
 DP2014.hand held GPS observations or other comparable positioning techniques
 DP2014.and have an estimated accuracy of +/- 3 meters.
 DP2014
 DP2014.The orthometric height was determined by differential leveling and
 DP2014.adjusted by the NATIONAL GEODETIC SURVEY
 DP2014.in April 2014.
 DP2014
 DP2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2014.GEOID18 height accuracy estimate available here.
 DP2014
 DP2014.Click photographs - Photos may exist for this station.
 DP2014
 DP2014.The dynamic height is computed by dividing the NAVD 88
 DP2014.geopotential number by the normal gravity value computed on the
 DP2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2014.degrees latitude (g = 980.6199 gals.).
 DP2014
 DP2014.The modeled gravity was interpolated from observed gravity values.
 DP2014
 DP2014;                    North         East    Units  Estimated Accuracy
 DP2014;SPC MI S     -   152,681.1   3,933,785.0     MT  (+/- 3 meters HH1 GPS) 
 DP2014
 DP2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4889048176(NAD 83)
 DP2014
 DP2014                          SUPERSEDED SURVEY CONTROL
 DP2014
 DP2014.No superseded survey control is available for this station.
 DP2014
 DP2014_MARKER: F = FLANGE-ENCASED ROD
 DP2014_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2014_STAMPING: 34605 2012
 DP2014_MARK LOGO: NONE
 DP2014_PROJECTION: RECESSED 8 CENTIMETERS
 DP2014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2014+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DP2014_ROD/PIPE-DEPTH: 5.1 meters
 DP2014_SLEEVE-DEPTH  : 1.2 meters
 DP2014
 DP2014  HISTORY     - Date     Condition        Report By
 DP2014  HISTORY     - 20120801 MONUMENTED       MIDT
 DP2014  HISTORY     - 20250715 GOOD             MIDT
 DP2014
 DP2014                          STATION DESCRIPTION
 DP2014
 DP2014'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2014'THE STATION IS LOCATED IN BERLIN TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2014'9.41 MI (15.1 KM) EAST-SOUTHEAST OF LOWELL, 9.65 MI (15.5 KM)
 DP2014'SOUTHWEST OF IONIA AND 13.78 MI (22.2 KM) WEST OF PORTLAND.
 DP2014'
 DP2014'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND JORDAN
 DP2014'LAKE ROAD, TRAVEL 2.2 MI (3.5 KM) WEST ON PORTLAND ROAD TO THE STATION
 DP2014'ON THE RIGHT.
 DP2014'
 DP2014'THE STATION IS 16.6 FT (5.1 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2014'ROAD, 87.5 FT (26.7 M) NORTHWEST OF A TELEPHONE POLE, 116.3 FT (35.4
 DP2014'M) NORTHEAST OF A TELEPHONE PEDESTAL LABELED '5263' AND 0.85 FT (26
 DP2014'CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2014'
 DP2014'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2014
 DP2014                          STATION RECOVERY (2025)
 DP2014
 DP2014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP2014'FOUND AS DESCRIBED.  WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2013 ***********************************************************************
 DP2013  DESIGNATION -  34606
 DP2013  PID         -  DP2013
 DP2013  STATE/COUNTY-  MI/IONIA
 DP2013  COUNTRY     -  US
 DP2013  USGS QUAD   -  LAKE ODESSA (2017)
 DP2013
 DP2013                         *CURRENT SURVEY CONTROL
 DP2013  ______________________________________________________________________
 DP2013* NAD 83(1986) POSITION- 42 52 18.19   (N) 085 09 14.17   (W)   HD_HELD1
 DP2013* NAVD 88 ORTHO HEIGHT -   260.782 (meters)      855.58  (feet) ADJUSTED
 DP2013  ______________________________________________________________________
 DP2013  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 DP2013  DYNAMIC HEIGHT  -        260.709 (meters)      855.34  (feet) COMP
 DP2013  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 DP2013
 DP2013  VERT ORDER      -  FIRST     CLASS II
 DP2013
 DP2013.The horizontal coordinates were determined by differentially corrected
 DP2013.hand held GPS observations or other comparable positioning techniques
 DP2013.and have an estimated accuracy of +/- 3 meters.
 DP2013
 DP2013.The orthometric height was determined by differential leveling and
 DP2013.adjusted by the NATIONAL GEODETIC SURVEY
 DP2013.in April 2014.
 DP2013
 DP2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2013.GEOID18 height accuracy estimate available here.
 DP2013
 DP2013.Click photographs - Photos may exist for this station.
 DP2013
 DP2013.The dynamic height is computed by dividing the NAVD 88
 DP2013.geopotential number by the normal gravity value computed on the
 DP2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2013.degrees latitude (g = 980.6199 gals.).
 DP2013
 DP2013.The modeled gravity was interpolated from observed gravity values.
 DP2013
 DP2013;                    North         East    Units  Estimated Accuracy
 DP2013;SPC MI S     -   152,667.7   3,935,678.8     MT  (+/- 3 meters HH1 GPS) 
 DP2013
 DP2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5078448222(NAD 83)
 DP2013
 DP2013                          SUPERSEDED SURVEY CONTROL
 DP2013
 DP2013.No superseded survey control is available for this station.
 DP2013
 DP2013_MARKER: F = FLANGE-ENCASED ROD
 DP2013_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2013_STAMPING: 34606 2012
 DP2013_MARK LOGO: NONE
 DP2013_PROJECTION: RECESSED 8 CENTIMETERS
 DP2013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2013+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DP2013_ROD/PIPE-DEPTH: 11.1 meters
 DP2013_SLEEVE-DEPTH  : 1.2 meters
 DP2013
 DP2013  HISTORY     - Date     Condition        Report By
 DP2013  HISTORY     - 20120801 MONUMENTED       MIDT
 DP2013
 DP2013                          STATION DESCRIPTION
 DP2013
 DP2013'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2013'THE STATION IS LOCATED IN BERLIN TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2013'9.02 MI (14.5 KM) SOUTH-SOUTHWEST OF IONIA, 10.40 MI (16.7 KM)
 DP2013'EAST-SOUTHEAST OF LOWELL AND 12.69 MI (20.4 KM) WEST OF PORTLAND.
 DP2013'
 DP2013'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND JORDAN
 DP2013'LAKE ROAD, GO 1.01 MI (1.6 KM) WEST ON PORTLAND ROAD TO THE STATION ON
 DP2013'THE RIGHT.
 DP2013'
 DP2013'THE STATION IS 19 FT (5.8 M) NORTH OF THE CENTERLINE OF PORTLAND ROAD,
 DP2013'51.6 FT (15.7 M) WEST OF A TELEPHONE POLE LABELED 'OD468-36M', 16.6 FT
 DP2013'(5.1 M) SOUTH OF A TELEPHONE PEDESTAL, 24 FT (7.3 M) WEST OF THE
 DP2013'CENTER OF TASKER ROAD AND 0.79 FT (24 CM) SOUTH OF AN ORANGE CARSONITE
 DP2013'WITNESS POST.
 DP2013'
 DP2013'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2012 ***********************************************************************
 DP2012  DESIGNATION -  34607
 DP2012  PID         -  DP2012
 DP2012  STATE/COUNTY-  MI/IONIA
 DP2012  COUNTRY     -  US
 DP2012  USGS QUAD   -  LAKE ODESSA (2017)
 DP2012
 DP2012                         *CURRENT SURVEY CONTROL
 DP2012  ______________________________________________________________________
 DP2012* NAD 83(1986) POSITION- 42 52 18.08   (N) 085 07 50.84   (W)   HD_HELD1
 DP2012* NAVD 88 ORTHO HEIGHT -   260.707 (meters)      855.34  (feet) ADJUSTED
 DP2012  ______________________________________________________________________
 DP2012  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 DP2012  DYNAMIC HEIGHT  -        260.634 (meters)      855.10  (feet) COMP
 DP2012  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 DP2012
 DP2012  VERT ORDER      -  FIRST     CLASS II
 DP2012
 DP2012.The horizontal coordinates were determined by differentially corrected
 DP2012.hand held GPS observations or other comparable positioning techniques
 DP2012.and have an estimated accuracy of +/- 3 meters.
 DP2012
 DP2012.The orthometric height was determined by differential leveling and
 DP2012.adjusted by the NATIONAL GEODETIC SURVEY
 DP2012.in April 2014.
 DP2012
 DP2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2012.GEOID18 height accuracy estimate available here.
 DP2012
 DP2012.Click photographs - Photos may exist for this station.
 DP2012
 DP2012.The dynamic height is computed by dividing the NAVD 88
 DP2012.geopotential number by the normal gravity value computed on the
 DP2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2012.degrees latitude (g = 980.6199 gals.).
 DP2012
 DP2012.The modeled gravity was interpolated from observed gravity values.
 DP2012
 DP2012;                    North         East    Units  Estimated Accuracy
 DP2012;SPC MI S     -   152,646.9   3,937,569.9     MT  (+/- 3 meters HH1 GPS) 
 DP2012
 DP2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5267548260(NAD 83)
 DP2012
 DP2012                          SUPERSEDED SURVEY CONTROL
 DP2012
 DP2012.No superseded survey control is available for this station.
 DP2012
 DP2012_MARKER: F = FLANGE-ENCASED ROD
 DP2012_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2012_STAMPING: 34607 2012
 DP2012_MARK LOGO: NONE
 DP2012_PROJECTION: RECESSED 8 CENTIMETERS
 DP2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2012+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DP2012_ROD/PIPE-DEPTH: 13.6 meters
 DP2012_SLEEVE-DEPTH  : 1.2 meters
 DP2012
 DP2012  HISTORY     - Date     Condition        Report By
 DP2012  HISTORY     - 20120801 MONUMENTED       MIDT
 DP2012
 DP2012                          STATION DESCRIPTION
 DP2012
 DP2012'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2012'THE STATION IS LOCATED IN BERLIN TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2012'8.61 MI (13.9 KM) SOUTH-SOUTHWEST OF IONIA, 11.51 MI (18.5 KM)
 DP2012'EAST-SOUTHEAST LOWELL AND 11.51 MI (18.5 KM) WEST OF PORTLAND.
 DP2012'
 DP2012'TO REACH THE STATION FROM THE INTERSECTION OF PORTLAND ROAD AND JORDAN
 DP2012'LAKE ROAD, GO 900 FT (274.3 M) WEST ON PORTLAND ROAD TO THE STATION ON
 DP2012'THE LEFT.
 DP2012'
 DP2012'THE STATION IS 18.2 FT (5.5 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2012'ROAD, 46.3 FT (14.1 M) SOUTHEAST OF A POWER POLE LABELED 'WQC4-40' AND
 DP2012'0.87 FT (27 CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2012'
 DP2012'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2011 ***********************************************************************
 DP2011  DESIGNATION -  34608
 DP2011  PID         -  DP2011
 DP2011  STATE/COUNTY-  MI/IONIA
 DP2011  COUNTRY     -  US
 DP2011  USGS QUAD   -  WOODBURY (2017)
 DP2011
 DP2011                         *CURRENT SURVEY CONTROL
 DP2011  ______________________________________________________________________
 DP2011* NAD 83(1986) POSITION- 42 52 17.82   (N) 085 06 27.61   (W)   HD_HELD1
 DP2011* NAVD 88 ORTHO HEIGHT -   259.763 (meters)      852.24  (feet) ADJUSTED
 DP2011  ______________________________________________________________________
 DP2011  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 DP2011  DYNAMIC HEIGHT  -        259.690 (meters)      852.00  (feet) COMP
 DP2011  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 DP2011
 DP2011  VERT ORDER      -  FIRST     CLASS II
 DP2011
 DP2011.The horizontal coordinates were determined by differentially corrected
 DP2011.hand held GPS observations or other comparable positioning techniques
 DP2011.and have an estimated accuracy of +/- 3 meters.
 DP2011
 DP2011.The orthometric height was determined by differential leveling and
 DP2011.adjusted by the NATIONAL GEODETIC SURVEY
 DP2011.in April 2014.
 DP2011
 DP2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2011.GEOID18 height accuracy estimate available here.
 DP2011
 DP2011.Click photographs - Photos may exist for this station.
 DP2011
 DP2011.The dynamic height is computed by dividing the NAVD 88
 DP2011.geopotential number by the normal gravity value computed on the
 DP2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2011.degrees latitude (g = 980.6199 gals.).
 DP2011
 DP2011.The modeled gravity was interpolated from observed gravity values.
 DP2011
 DP2011;                    North         East    Units  Estimated Accuracy
 DP2011;SPC MI S     -   152,622.0   3,939,458.7     MT  (+/- 3 meters HH1 GPS) 
 DP2011
 DP2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5456348295(NAD 83)
 DP2011
 DP2011                          SUPERSEDED SURVEY CONTROL
 DP2011
 DP2011.No superseded survey control is available for this station.
 DP2011
 DP2011_MARKER: F = FLANGE-ENCASED ROD
 DP2011_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2011_STAMPING: 34608 2012
 DP2011_MARK LOGO: NONE
 DP2011_PROJECTION: RECESSED 18 CENTIMETERS
 DP2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2011+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DP2011_ROD/PIPE-DEPTH: 11.9 meters
 DP2011_SLEEVE-DEPTH  : 1.2 meters
 DP2011
 DP2011  HISTORY     - Date     Condition        Report By
 DP2011  HISTORY     - 20120731 MONUMENTED       MIDT
 DP2011
 DP2011                          STATION DESCRIPTION
 DP2011
 DP2011'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2011'THE STATION IS LOCATED IN BERLIN TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2011'8.15 MI (13.1 KM) SOUTH-SOUTHWEST OF IONIA, 10.41 MI (16.7 KM) WEST OF
 DP2011'PORTLAND AND 12.67 MI (20.4 KM) EAST-SOUTHEAST OF LOWELL.
 DP2011'
 DP2011'TO REACH THE STATION FROM THE INTERSECTION OF M66 AND PORTLAND ROAD,
 DP2011'TRAVEL 1.68 MI (2.7 KM) WEST ON PORTLAND ROAD TO THE STATION ON THE
 DP2011'RIGHT.
 DP2011'
 DP2011'THE STATION IS 17 FT (5.2 M) NORTH OF THE CENTERLINE OF PORTLAND ROAD,
 DP2011'52.7 FT (16.1 M) NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE
 DP2011'ROAD, 7 FT (2.1 M) SOUTH OF THE EDGE OF FIELD ON THE NORTH SIDE OF
 DP2011'ROAD AND 0.9 FT (27 CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2011'
 DP2011'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2010 ***********************************************************************
 DP2010  DESIGNATION -  34609
 DP2010  PID         -  DP2010
 DP2010  STATE/COUNTY-  MI/IONIA
 DP2010  COUNTRY     -  US
 DP2010  USGS QUAD   -  WOODBURY (2017)
 DP2010
 DP2010                         *CURRENT SURVEY CONTROL
 DP2010  ______________________________________________________________________
 DP2010* NAD 83(1986) POSITION- 42 52 17.30   (N) 085 05 03.28   (W)   HD_HELD1
 DP2010* NAVD 88 ORTHO HEIGHT -   259.036 (meters)      849.85  (feet) ADJUSTED
 DP2010  ______________________________________________________________________
 DP2010  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 DP2010  DYNAMIC HEIGHT  -        258.963 (meters)      849.61  (feet) COMP
 DP2010  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 DP2010
 DP2010  VERT ORDER      -  FIRST     CLASS II
 DP2010
 DP2010.The horizontal coordinates were determined by differentially corrected
 DP2010.hand held GPS observations or other comparable positioning techniques
 DP2010.and have an estimated accuracy of +/- 3 meters.
 DP2010
 DP2010.The orthometric height was determined by differential leveling and
 DP2010.adjusted by the NATIONAL GEODETIC SURVEY
 DP2010.in April 2014.
 DP2010
 DP2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2010.GEOID18 height accuracy estimate available here.
 DP2010
 DP2010.Click photographs - Photos may exist for this station.
 DP2010
 DP2010.The dynamic height is computed by dividing the NAVD 88
 DP2010.geopotential number by the normal gravity value computed on the
 DP2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2010.degrees latitude (g = 980.6199 gals.).
 DP2010
 DP2010.The modeled gravity was interpolated from observed gravity values.
 DP2010
 DP2010;                    North         East    Units  Estimated Accuracy
 DP2010;SPC MI S     -   152,589.4   3,941,372.4     MT  (+/- 3 meters HH1 GPS) 
 DP2010
 DP2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5647748322(NAD 83)
 DP2010
 DP2010                          SUPERSEDED SURVEY CONTROL
 DP2010
 DP2010.No superseded survey control is available for this station.
 DP2010
 DP2010_MARKER: F = FLANGE-ENCASED ROD
 DP2010_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2010_STAMPING: 34609 2012
 DP2010_MARK LOGO: NONE
 DP2010_PROJECTION: RECESSED 8 CENTIMETERS
 DP2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2010+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DP2010_ROD/PIPE-DEPTH: 10.0 meters
 DP2010_SLEEVE-DEPTH  : 1.2 meters
 DP2010
 DP2010  HISTORY     - Date     Condition        Report By
 DP2010  HISTORY     - 20120731 MONUMENTED       MIDT
 DP2010
 DP2010                          STATION DESCRIPTION
 DP2010
 DP2010'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2010'THE STATION IS LOCATED IN BERLIN TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2010'7.97 MI (12.8 KM) SOUTH-SOUTHWEST OF IONIA, 9.32 MI (15.0 KM) WEST OF
 DP2010'PORTLAND AND 13.78 MI (22.2 KM) EAST-SOUTHEAST OF LOWELL.
 DP2010'
 DP2010'TO REACH THE STATION FROM THE INTERSECTION OF M66 AND PORTLAND ROAD,
 DP2010'GO 0.47 MI (0.8 KM) WEST ON PORTLAND ROAD TO THE STATION ON THE RIGHT
 DP2010'(IN FRONT OF THE 'C' ENTRANCE OF HERBRUCK'S HENNERY).
 DP2010'
 DP2010'THE STATION IS 25.5 FT (7.8 M) NORTH OF THE CENTERLINE OF PORTLAND
 DP2010'ROAD, 20.6 FT (6.3 M) SOUTH OF THE CENTER OF A 36 INCH (91 CM) STEEL
 DP2010'CULVERT, 36 FT (11.0 M) WEST OF THE CENTER OF THE DRIVEWAY FOR
 DP2010'ENTRANCE 'C' AND 1.02 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DP2010'POST.
 DP2010'
 DP2010'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2009 ***********************************************************************
 DP2009  DESIGNATION -  34610
 DP2009  PID         -  DP2009
 DP2009  STATE/COUNTY-  MI/IONIA
 DP2009  COUNTRY     -  US
 DP2009  USGS QUAD   -  IONIA (2017)
 DP2009
 DP2009                         *CURRENT SURVEY CONTROL
 DP2009  ______________________________________________________________________
 DP2009* NAD 83(1986) POSITION- 42 52 59.24   (N) 085 04 28.92   (W)   HD_HELD1
 DP2009* NAVD 88 ORTHO HEIGHT -   260.773 (meters)      855.55  (feet) ADJUSTED
 DP2009  ______________________________________________________________________
 DP2009  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 DP2009  DYNAMIC HEIGHT  -        260.701 (meters)      855.32  (feet) COMP
 DP2009  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 DP2009
 DP2009  VERT ORDER      -  FIRST     CLASS II
 DP2009
 DP2009.The horizontal coordinates were determined by differentially corrected
 DP2009.hand held GPS observations or other comparable positioning techniques
 DP2009.and have an estimated accuracy of +/- 3 meters.
 DP2009
 DP2009.The orthometric height was determined by differential leveling and
 DP2009.adjusted by the NATIONAL GEODETIC SURVEY
 DP2009.in April 2014.
 DP2009
 DP2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2009.GEOID18 height accuracy estimate available here.
 DP2009
 DP2009.Click photographs - Photos may exist for this station.
 DP2009
 DP2009.The dynamic height is computed by dividing the NAVD 88
 DP2009.geopotential number by the normal gravity value computed on the
 DP2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2009.degrees latitude (g = 980.6199 gals.).
 DP2009
 DP2009.The modeled gravity was interpolated from observed gravity values.
 DP2009
 DP2009;                    North         East    Units  Estimated Accuracy
 DP2009;SPC MI S     -   153,876.8   3,942,163.0     MT  (+/- 3 meters HH1 GPS) 
 DP2009
 DP2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5722749633(NAD 83)
 DP2009
 DP2009                          SUPERSEDED SURVEY CONTROL
 DP2009
 DP2009.No superseded survey control is available for this station.
 DP2009
 DP2009_MARKER: F = FLANGE-ENCASED ROD
 DP2009_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2009_STAMPING: 34610 2012
 DP2009_MARK LOGO: NONE
 DP2009_PROJECTION: RECESSED 5 CENTIMETERS
 DP2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2009+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DP2009_ROD/PIPE-DEPTH: 8.0 meters
 DP2009_SLEEVE-DEPTH  : 1.2 meters
 DP2009
 DP2009  HISTORY     - Date     Condition        Report By
 DP2009  HISTORY     - 20120731 MONUMENTED       MIDT
 DP2009  HISTORY     - 20250715 GOOD             MIDT
 DP2009
 DP2009                          STATION DESCRIPTION
 DP2009
 DP2009'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2009'THE STATION IS IN ORANGE TOWNSHIP, MICHIGAN.  THE STATION IS 7.12 MI
 DP2009'(11.5 KM) SOUTH OF IONIA, 8.82 MI (14.2 KM) WEST-NORTHWEST OF PORTLAND
 DP2009'AND 14.01 MI (22.5 KM) EAST-SOUTHEAST OF LOWELL.
 DP2009'
 DP2009'TO REACH THE STATION FROM THE INTERSECTION OF M66 AND GRAND RIVER
 DP2009'AVENUE, TRAVEL 1100 FT (335.3 M) SOUTH ON M66 TO THE STATION ON THE
 DP2009'LEFT (IN FRONT OF THE PILOT GAS STATION).
 DP2009'
 DP2009'THE STATION IS 37.6 FT (11.5 M) EAST OF THE CENTERLINE OF THE
 DP2009'NORTHBOUND LANES OF M66, 37 FT (11.3 M) SOUTHWEST OF A TELEPHONE
 DP2009'PEDESTAL, 64.3 FT (19.6 M) SOUTH OF A CULVERT AT THE NORTHERN ENTRANCE
 DP2009'OF THE PILOT GAS STATION, 54.75 FT (16.7 M) NORTH OF A CULVERT AT THE
 DP2009'SOUTHERN ENTRANCE OF THE PILOT GAS STATION AND 1.15 FT (0.4 M) WEST OF
 DP2009'AN ORANGE CARSONITE WITNESS POST.
 DP2009'
 DP2009'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2009
 DP2009                          STATION RECOVERY (2025)
 DP2009
 DP2009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP2009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2008 ***********************************************************************
 DP2008  DESIGNATION -  34611
 DP2008  PID         -  DP2008
 DP2008  STATE/COUNTY-  MI/IONIA
 DP2008  COUNTRY     -  US
 DP2008  USGS QUAD   -  IONIA (2017)
 DP2008
 DP2008                         *CURRENT SURVEY CONTROL
 DP2008  ______________________________________________________________________
 DP2008* NAD 83(1986) POSITION- 42 54 03.64   (N) 085 04 29.34   (W)   HD_HELD1
 DP2008* NAVD 88 ORTHO HEIGHT -   254.266 (meters)      834.20  (feet) ADJUSTED
 DP2008  ______________________________________________________________________
 DP2008  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DP2008  DYNAMIC HEIGHT  -        254.196 (meters)      833.97  (feet) COMP
 DP2008  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 DP2008
 DP2008  VERT ORDER      -  FIRST     CLASS II
 DP2008
 DP2008.The horizontal coordinates were determined by differentially corrected
 DP2008.hand held GPS observations or other comparable positioning techniques
 DP2008.and have an estimated accuracy of +/- 3 meters.
 DP2008
 DP2008.The orthometric height was determined by differential leveling and
 DP2008.adjusted by the NATIONAL GEODETIC SURVEY
 DP2008.in April 2014.
 DP2008
 DP2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2008.GEOID18 height accuracy estimate available here.
 DP2008
 DP2008.Click photographs - Photos may exist for this station.
 DP2008
 DP2008.The dynamic height is computed by dividing the NAVD 88
 DP2008.geopotential number by the normal gravity value computed on the
 DP2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2008.degrees latitude (g = 980.6199 gals.).
 DP2008
 DP2008.The modeled gravity was interpolated from observed gravity values.
 DP2008
 DP2008;                    North         East    Units  Estimated Accuracy
 DP2008;SPC MI S     -   155,863.9   3,942,170.2     MT  (+/- 3 meters HH1 GPS) 
 DP2008
 DP2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5717251620(NAD 83)
 DP2008
 DP2008                          SUPERSEDED SURVEY CONTROL
 DP2008
 DP2008.No superseded survey control is available for this station.
 DP2008
 DP2008_MARKER: F = FLANGE-ENCASED ROD
 DP2008_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2008_STAMPING: 34611 2012
 DP2008_MARK LOGO: NONE
 DP2008_PROJECTION: RECESSED 5 CENTIMETERS
 DP2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2008+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DP2008_ROD/PIPE-DEPTH: 6.3 meters
 DP2008_SLEEVE-DEPTH  : 1.2 meters
 DP2008
 DP2008  HISTORY     - Date     Condition        Report By
 DP2008  HISTORY     - 20120731 MONUMENTED       MIDT
 DP2008
 DP2008                          STATION DESCRIPTION
 DP2008
 DP2008'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2008'THE STATION IS LOCATED IN ORANGE TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2008'5.9 MI (9.5 KM) SOUTH OF IONIA, 8.95 MI (14.4 KM) WEST-NORTHWEST OF
 DP2008'PORTLAND AND 13.71 MI (22.1 KM) EAST-SOUTHEAST OF LOWELL.
 DP2008'
 DP2008'TO REACH THE STATION FROM THE INTERSECTION OF M66 AND DAVID HIGHWAY,
 DP2008'TRAVEL 1.99 MI (3.2 KM) SOUTH ON M66 TO THE STATION ON THE LEFT.
 DP2008'
 DP2008'THE STATION IS 25.73 FT (7.8 M) EAST OF THE CENTERLINE OF M66, 130 FT
 DP2008'(39.6 M) SOUTH OF A POWER POLE BY A TELEPHONE PEDESTAL LABELED '5916',
 DP2008'179 FT (54.6 M) NORTH OF THE CENTERLINE OF PECK LAKE ROAD AND 1.05 FT
 DP2008'(0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DP2008'
 DP2008'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2007 ***********************************************************************
 DP2007  DESIGNATION -  34612
 DP2007  PID         -  DP2007
 DP2007  STATE/COUNTY-  MI/IONIA
 DP2007  COUNTRY     -  US
 DP2007  USGS QUAD   -  IONIA (2017)
 DP2007
 DP2007                         *CURRENT SURVEY CONTROL
 DP2007  ______________________________________________________________________
 DP2007* NAD 83(1986) POSITION- 42 55 08.69   (N) 085 04 29.05   (W)   HD_HELD1
 DP2007* NAVD 88 ORTHO HEIGHT -   245.113 (meters)      804.17  (feet) ADJUSTED
 DP2007  ______________________________________________________________________
 DP2007  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 DP2007  DYNAMIC HEIGHT  -        245.047 (meters)      803.96  (feet) COMP
 DP2007  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 DP2007
 DP2007  VERT ORDER      -  FIRST     CLASS II
 DP2007
 DP2007.The horizontal coordinates were determined by differentially corrected
 DP2007.hand held GPS observations or other comparable positioning techniques
 DP2007.and have an estimated accuracy of +/- 3 meters.
 DP2007
 DP2007.The orthometric height was determined by differential leveling and
 DP2007.adjusted by the NATIONAL GEODETIC SURVEY
 DP2007.in April 2014.
 DP2007
 DP2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2007.GEOID18 height accuracy estimate available here.
 DP2007
 DP2007.Click photographs - Photos may exist for this station.
 DP2007
 DP2007.The dynamic height is computed by dividing the NAVD 88
 DP2007.geopotential number by the normal gravity value computed on the
 DP2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2007.degrees latitude (g = 980.6199 gals.).
 DP2007
 DP2007.The modeled gravity was interpolated from observed gravity values.
 DP2007
 DP2007;                    North         East    Units  Estimated Accuracy
 DP2007;SPC MI S     -   157,871.0   3,942,193.7     MT  (+/- 3 meters HH1 GPS) 
 DP2007
 DP2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5713353626(NAD 83)
 DP2007
 DP2007                          SUPERSEDED SURVEY CONTROL
 DP2007
 DP2007.No superseded survey control is available for this station.
 DP2007
 DP2007_MARKER: F = FLANGE-ENCASED ROD
 DP2007_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2007_STAMPING: 34612 2012
 DP2007_MARK LOGO: NONE
 DP2007_PROJECTION: RECESSED 5 CENTIMETERS
 DP2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2007+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DP2007_ROD/PIPE-DEPTH: 4.9 meters
 DP2007_SLEEVE-DEPTH  : 1.2 meters
 DP2007
 DP2007  HISTORY     - Date     Condition        Report By
 DP2007  HISTORY     - 20120731 MONUMENTED       MIDT
 DP2007
 DP2007                          STATION DESCRIPTION
 DP2007
 DP2007'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2007'THE STATION IS LOCATED IN ORANGE TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2007'4.7 MI (7.6 KM) SOUTH OF IONIA, 9.4 MI (15.1 KM) WEST-NORTHWEST OF
 DP2007'PORTLAND AND 13.63 MI (21.9 KM) EAST OF LOWELL.
 DP2007'
 DP2007'TO REACH THE STATION FROM THE INTERSECTION OF M66 AND DAVID HIGHWAY,
 DP2007'GO 0.73 MI (1.2 KM) SOUTH ON M66 TO THE STATION ON THE LEFT.
 DP2007'
 DP2007'THE STATION IS 26.5 FT (8.1 M) EAST OF THE CENTERLINE OF M66, 96.3 FT
 DP2007'(29.4 M) NORTH OF THE CENTER OF A CULVERT RUNNING UNDER M66 NEAR THE
 DP2007'ADDRESS 4728 SOUTH STATE ROAD (M66) AND 0.97 FT (30 CM) WEST OF AN
 DP2007'ORANGE CARSONITE WITNESS POST.
 DP2007'
 DP2007'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0371 ***********************************************************************
 NE0371  DESIGNATION -  35
 NE0371  PID         -  NE0371
 NE0371  STATE/COUNTY-  MI/OAKLAND
 NE0371  COUNTRY     -  US
 NE0371  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0371
 NE0371                         *CURRENT SURVEY CONTROL
 NE0371  ______________________________________________________________________
 NE0371* NAD 83(1986) POSITION- 42 37 40.     (N) 083 18 19.     (W)   SCALED
 NE0371* NAVD 88 ORTHO HEIGHT -   281.774 (meters)      924.45  (feet) ADJUSTED
 NE0371  ______________________________________________________________________
 NE0371  GEOID HEIGHT    -        -34.207 (meters)                     GEOID18
 NE0371  DYNAMIC HEIGHT  -        281.691 (meters)      924.18  (feet) COMP
 NE0371  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NE0371
 NE0371  VERT ORDER      -  SECOND    CLASS 0
 NE0371
 NE0371.The horizontal coordinates were scaled from a map and have
 NE0371.an estimated accuracy of +/- 6 seconds.
 NE0371
 NE0371.The orthometric height was determined by differential leveling and
 NE0371.adjusted by the NATIONAL GEODETIC SURVEY
 NE0371.in June 1991.
 NE0371
 NE0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0371.GEOID18 height accuracy estimate available here.
 NE0371
 NE0371.Click photographs - Photos may exist for this station.
 NE0371
 NE0371.The dynamic height is computed by dividing the NAVD 88
 NE0371.geopotential number by the normal gravity value computed on the
 NE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0371.degrees latitude (g = 980.6199 gals.).
 NE0371
 NE0371.The modeled gravity was interpolated from observed gravity values.
 NE0371
 NE0371;                    North         East    Units  Estimated Accuracy
 NE0371;SPC MI S     -   125,820.    4,087,060.      MT  (+/- 180 meters Scaled)
 NE0371
 NE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH109220(NAD 83)
 NE0371
 NE0371                          SUPERSEDED SURVEY CONTROL
 NE0371
 NE0371  NGVD 29 (??/??/92)  281.896  (m)          924.85   (f) ADJ UNCH    2 0
 NE0371
 NE0371.Superseded values are not recommended for survey control.
 NE0371
 NE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0371.See file dsdata.pdf to determine how the superseded data were derived.
 NE0371
 NE0371_MARKER: DD = SURVEY DISK
 NE0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0371_SP_SET: SIDEWALK
 NE0371_STAMPING: 35
 NE0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0371
 NE0371  HISTORY     - Date     Condition        Report By
 NE0371  HISTORY     - UNK      MONUMENTED       MI4020
 NE0371  HISTORY     - 1939     MARK NOT FOUND   CGS
 NE0371  HISTORY     - 20040605 POOR             USPSQD
 NE0371
 NE0371                          STATION DESCRIPTION
 NE0371
 NE0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NE0371'AT PONTIAC.
 NE0371'AT PONTIAC, OAKLAND COUNTY, 27 YARDS SOUTH OF THE SOUTH RAIL OF
 NE0371'THE MICHIGAN AIRLINE RAILROAD AT THE CROSSING OF LAKE STREET,
 NE0371'14.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE PUBLIC WATER
 NE0371'WORKS BUILDING, 6.3 FEET WEST OF THE OFFICE ENTRANCE, AND LEVEL
 NE0371'WITH THE PAVEMENT.  A CITY OF PONTIAC STANDARD DISK, STAMPED 35.
 NE0371
 NE0371                          STATION RECOVERY (2004)
 NE0371
 NE0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0371'WATERWORKS BUILDING NO LONGER EXISTS. FOUND MARK IN SIDEWALK BETWEEN
 NE0371'117 AND 119 LAKE STREET. SURFACE DISK MISSING. POST STILL EXISTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0809 ***********************************************************************
 RJ0809  DESIGNATION -  35
 RJ0809  PID         -  RJ0809
 RJ0809  STATE/COUNTY-  MI/CHIPPEWA
 RJ0809  COUNTRY     -  US
 RJ0809  USGS QUAD   -  PAYMENT (2017)
 RJ0809
 RJ0809                         *CURRENT SURVEY CONTROL
 RJ0809  ______________________________________________________________________
 RJ0809* NAD 83(1994) POSITION- 46 31 05.98194(N) 084 14 05.58461(W)   ADJUSTED
 RJ0809* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0809  ______________________________________________________________________
 RJ0809  GEOID HEIGHT    -        -36.745 (meters)                     GEOID18
 RJ0809  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 RJ0809  HORZ ORDER      -  THIRD
 RJ0809
 RJ0809.The horizontal coordinates were established by classical geodetic methods
 RJ0809.and adjusted by the National Geodetic Survey in February 1997.
 RJ0809
 RJ0809.The orthometric height was scaled from a topographic map.
 RJ0809
 RJ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0809.GEOID18 height accuracy estimate available here.
 RJ0809
 RJ0809.Click photographs - Photos may exist for this station.
 RJ0809
 RJ0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0809
 RJ0809. The following values were computed from the NAD 83(1994) position.
 RJ0809
 RJ0809;                    North         East     Units Scale Factor Converg.
 RJ0809;SPC MI N     -   196,535.448 8,212,124.205   MT  0.99991109   +1 59 55.0
 RJ0809;SPC MI N     -   644,801.34 26,942,664.71   iFT  0.99991109   +1 59 55.0
 RJ0809;SPC MI C     -   355,824.518 6,010,115.490   MT  1.00029289   +0 05 35.1
 RJ0809;SPC MI C     - 1,167,403.27 19,718,226.67   iFT  1.00029289   +0 05 35.1
 RJ0809;UTM  16      - 5,155,354.905   712,096.952   MT  1.00015298   +2 00 25.6
 RJ0809
 RJ0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0809!SPC MI N     -   0.99997817  x   0.99991109  =   0.99988926
 RJ0809!SPC MI C     -   0.99997817  x   1.00029289  =   1.00027105
 RJ0809!UTM  16      -   0.99997817  x   1.00015298  =   1.00013114
 RJ0809
 RJ0809:                Primary Azimuth Mark                     Grid Az
 RJ0809:SPC MI N     -  JOE                                      222 53 02.6
 RJ0809:SPC MI C     -  JOE                                      224 47 22.5
 RJ0809:UTM  16      -  JOE                                      222 52 32.0
 RJ0809
 RJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1209655354(NAD 83)
 RJ0809
 RJ0809|---------------------------------------------------------------------|
 RJ0809| PID    Reference Object                     Distance      Geod. Az  |
 RJ0809|                                                           dddmmss.s |
 RJ0809| RJ0812 JOE                                 APPROX. 0.7 KM 2245257.6 |
 RJ0809| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 4.4 KM 2442949.2 |
 RJ0809| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 4.7 KM 2692311.4 |
 RJ0809| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 4.8 KM 2693756.3 |
 RJ0809|---------------------------------------------------------------------|
 RJ0809
 RJ0809                          SUPERSEDED SURVEY CONTROL
 RJ0809
 RJ0809  NAD 83(1986)-  46 31 05.96958(N)    084 14 05.60308(W) AD(       ) 3
 RJ0809  NAD 27      -  46 31 05.88900(N)    084 14 05.47200(W) AD(       ) 3
 RJ0809  USSD        -  46 31 06.63000(N)    084 14 04.68000(W) AD(       ) 3
 RJ0809
 RJ0809.Superseded values are not recommended for survey control.
 RJ0809
 RJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0809.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0809
 RJ0809_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0809_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0809_MARK LOGO: IBC
 RJ0809_PROJECTION: PROJECTING 13 CENTIMETERS
 RJ0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0809
 RJ0809  HISTORY     - Date     Condition        Report By
 RJ0809  HISTORY     - 1895     MONUMENTED       USLS
 RJ0809  HISTORY     - 1943     GOOD             IBC
 RJ0809  HISTORY     - 1958     GOOD             IBC
 RJ0809
 RJ0809                          STATION DESCRIPTION
 RJ0809
 RJ0809'DESCRIBED BY US LAKE SURVEY 1895
 RJ0809'ON W END OF SMALL ISLAND, ABOUT 1/4 MILE NE OF MCFARLAND CREEK, SUGAR
 RJ0809'ISLAND, AND OPPOSITE PARTRIDGE POINT, ONTARIO.  IT IS 35 FEET FROM
 RJ0809'4 FEET ABOVE THE HIGH - WATER MARK ON S, W AND N SIDES OF ISLAND.
 RJ0809'
 RJ0809'MARK IS A 3/4 INCH DRILL HOLE 1 INCH DEEP IN FLAT LIMESTONE SET 15
 RJ0809'INCHES UNDERGROUND.  STATION WAS ESTABLISHED SOMETIME AFTER 1878.
 RJ0809'
 RJ0809'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0809
 RJ0809                          STATION RECOVERY (1943)
 RJ0809
 RJ0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0809'RECOVERED IN GOOD CONDITION.  SURFACE MARK ESTABLISHED AT THIS TIME.
 RJ0809'
 RJ0809'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0809'A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0809'IN 1943 OVER ORIGINAL UNDERGROUND MARK AND PROJECTING 5 INCHES ABOVE
 RJ0809'GROUND WITH SMALL CAIRN BUILT OVER IT.  SUBSURFACE MARK IS A 3/4
 RJ0809'INCH DRILL HOLE 1 INCH DEEP IN FLAT LIMESTONE SET 15 INCHES
 RJ0809'UNDERGROUND.  STATION WAS ESTABLISHED SOMETIME AFTER 1878.
 RJ0809
 RJ0809                          STATION RECOVERY (1958)
 RJ0809
 RJ0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0355 ***********************************************************************
 NE0355  DESIGNATION -  35 1/2
 NE0355  PID         -  NE0355
 NE0355  STATE/COUNTY-  MI/OAKLAND
 NE0355  COUNTRY     -  US
 NE0355  USGS QUAD   -  CLARKSTON (2017)
 NE0355
 NE0355                         *CURRENT SURVEY CONTROL
 NE0355  ______________________________________________________________________
 NE0355* NAD 83(1986) POSITION- 42 42 32.     (N) 083 26 37.     (W)   SCALED
 NE0355* NAVD 88 ORTHO HEIGHT -   308.696 (meters)     1012.78  (feet) ADJUSTED
 NE0355  ______________________________________________________________________
 NE0355  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 NE0355  DYNAMIC HEIGHT  -        308.603 (meters)     1012.48  (feet) COMP
 NE0355  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 NE0355
 NE0355  VERT ORDER      -  SECOND    CLASS 0
 NE0355
 NE0355.The horizontal coordinates were scaled from a map and have
 NE0355.an estimated accuracy of +/- 6 seconds.
 NE0355
 NE0355.The orthometric height was determined by differential leveling and
 NE0355.adjusted by the NATIONAL GEODETIC SURVEY
 NE0355.in June 1991.
 NE0355
 NE0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0355.GEOID18 height accuracy estimate available here.
 NE0355
 NE0355.Click photographs - Photos may exist for this station.
 NE0355
 NE0355.The dynamic height is computed by dividing the NAVD 88
 NE0355.geopotential number by the normal gravity value computed on the
 NE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0355.degrees latitude (g = 980.6199 gals.).
 NE0355
 NE0355.The modeled gravity was interpolated from observed gravity values.
 NE0355
 NE0355;                    North         East    Units  Estimated Accuracy
 NE0355;SPC MI S     -   134,700.    4,075,610.      MT  (+/- 180 meters Scaled)
 NE0355
 NE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH998313(NAD 83)
 NE0355
 NE0355                          SUPERSEDED SURVEY CONTROL
 NE0355
 NE0355  NGVD 29 (??/??/92)  308.779  (m)         1013.05   (f) ADJ UNCH    2 0
 NE0355
 NE0355.Superseded values are not recommended for survey control.
 NE0355
 NE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0355.See file dsdata.pdf to determine how the superseded data were derived.
 NE0355
 NE0355_MARKER: B = BOLT
 NE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0355_STAMPING: 35-1/2
 NE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0355+STABILITY: SURFACE MOTION
 NE0355
 NE0355  HISTORY     - Date     Condition        Report By
 NE0355  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0355  HISTORY     - 1934     GOOD             CGS
 NE0355  HISTORY     - 20060308 MARK NOT FOUND   INDIV
 NE0355
 NE0355                          STATION DESCRIPTION
 NE0355
 NE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0355'AT CLARKSTON.
 NE0355'AT CLARKSTON, OAKLAND COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY,
 NE0355'0.5 MILE NORTHWEST OF MILEPOST D 35, 37 YARDS NORTH OF A WHISTLE
 NE0355'POST, 43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 NE0355'LEVEL WITH THE BASE OF THE RAIL.  A COPPER BOLT, STAMPED 35-1/2
 NE0355'AND SET IN THE TOP OF A CONCRETE POST.
 NE0355
 NE0355                          STATION RECOVERY (2006)
 NE0355
 NE0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0313 ***********************************************************************
 OK0313  DESIGNATION -  35 1/2
 OK0313  PID         -  OK0313
 OK0313  STATE/COUNTY-  MI/MONTCALM
 OK0313  COUNTRY     -  US
 OK0313  USGS QUAD   -  GREENVILLE EAST (2017)
 OK0313
 OK0313                         *CURRENT SURVEY CONTROL
 OK0313  ______________________________________________________________________
 OK0313* NAD 83(1986) POSITION- 43 11 04.     (N) 085 09 29.     (W)   SCALED
 OK0313* NAVD 88 ORTHO HEIGHT -   267.167 (meters)      876.53  (feet) ADJUSTED
 OK0313  ______________________________________________________________________
 OK0313  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 OK0313  DYNAMIC HEIGHT  -        267.111 (meters)      876.35  (feet) COMP
 OK0313  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 OK0313
 OK0313  VERT ORDER      -  SECOND    CLASS 0
 OK0313
 OK0313.The horizontal coordinates were scaled from a map and have
 OK0313.an estimated accuracy of +/- 6 seconds.
 OK0313
 OK0313.The orthometric height was determined by differential leveling and
 OK0313.adjusted by the NATIONAL GEODETIC SURVEY
 OK0313.in June 1991.
 OK0313
 OK0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0313.GEOID18 height accuracy estimate available here.
 OK0313
 OK0313.Click photographs - Photos may exist for this station.
 OK0313
 OK0313.The dynamic height is computed by dividing the NAVD 88
 OK0313.geopotential number by the normal gravity value computed on the
 OK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0313.degrees latitude (g = 980.6199 gals.).
 OK0313
 OK0313.The modeled gravity was interpolated from observed gravity values.
 OK0313
 OK0313;                    North         East    Units  Estimated Accuracy
 OK0313;SPC MI S     -   187,410.    3,935,670.      MT  (+/- 180 meters Scaled)
 OK0313
 OK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN496829(NAD 83)
 OK0313
 OK0313                          SUPERSEDED SURVEY CONTROL
 OK0313
 OK0313  NGVD 29 (??/??/92)  267.299  (m)          876.96   (f) ADJ UNCH    2 0
 OK0313
 OK0313.Superseded values are not recommended for survey control.
 OK0313
 OK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0313.See file dsdata.pdf to determine how the superseded data were derived.
 OK0313
 OK0313_MARKER: Z = SEE DESCRIPTION
 OK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0313_STAMPING: 35-1/2
 OK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0313+STABILITY: SURFACE MOTION
 OK0313
 OK0313  HISTORY     - Date     Condition        Report By
 OK0313  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0313  HISTORY     - 1934     GOOD             CGS
 OK0313  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0313  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0313
 OK0313                          STATION DESCRIPTION
 OK0313
 OK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0313'0.3 MI W FROM MILLERS.
 OK0313'0.3 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0313'AT MILLERS, 8 YARDS WEST OF A DIRT-ROAD CORNER, 43 FEET NORTH
 OK0313'OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF
 OK0313'RAIL.  A BRASS PLUG, STAMPED 35-1/2 AND SET IN THE TOP OF A
 OK0313'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OK0313
 OK0313                          STATION RECOVERY (1969)
 OK0313
 OK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0313'MARK NOT FOUND.
 OK0313
 OK0313                          STATION RECOVERY (2001)
 OK0313
 OK0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0468 ***********************************************************************
 NE0468  DESIGNATION -  35 4
 NE0468  PID         -  NE0468
 NE0468  STATE/COUNTY-  MI/OAKLAND
 NE0468  COUNTRY     -  US
 NE0468  USGS QUAD   -  BIRMINGHAM (2017)
 NE0468
 NE0468                         *CURRENT SURVEY CONTROL
 NE0468  ______________________________________________________________________
 NE0468* NAD 83(1986) POSITION- 42 32 14.     (N) 083 14 44.     (W)   SCALED
 NE0468* NAVD 88 ORTHO HEIGHT -   225.020 (meters)      738.25  (feet) ADJUSTED
 NE0468  ______________________________________________________________________
 NE0468  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 NE0468  DYNAMIC HEIGHT  -        224.956 (meters)      738.04  (feet) COMP
 NE0468  MODELED GRAVITY -    980,330.8   (mgal)                       NAVD 88
 NE0468
 NE0468  VERT ORDER      -  SECOND    CLASS 0
 NE0468
 NE0468.The horizontal coordinates were scaled from a map and have
 NE0468.an estimated accuracy of +/- 6 seconds.
 NE0468
 NE0468.The orthometric height was determined by differential leveling and
 NE0468.adjusted by the NATIONAL GEODETIC SURVEY
 NE0468.in June 1991.
 NE0468
 NE0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0468.GEOID18 height accuracy estimate available here.
 NE0468
 NE0468.Click photographs - Photos may exist for this station.
 NE0468
 NE0468.The dynamic height is computed by dividing the NAVD 88
 NE0468.geopotential number by the normal gravity value computed on the
 NE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0468.degrees latitude (g = 980.6199 gals.).
 NE0468
 NE0468.The modeled gravity was interpolated from observed gravity values.
 NE0468
 NE0468;                    North         East    Units  Estimated Accuracy
 NE0468;SPC MI S     -   115,830.    4,092,090.      MT  (+/- 180 meters Scaled)
 NE0468
 NE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH155118(NAD 83)
 NE0468
 NE0468                          SUPERSEDED SURVEY CONTROL
 NE0468
 NE0468  NGVD 29 (??/??/92)  225.150  (m)          738.68   (f) ADJ UNCH    2 0
 NE0468
 NE0468.Superseded values are not recommended for survey control.
 NE0468
 NE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0468.See file dsdata.pdf to determine how the superseded data were derived.
 NE0468
 NE0468_MARKER: DD = SURVEY DISK
 NE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0468_MARK LOGO: NONE
 NE0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0468+STABILITY: SURFACE MOTION
 NE0468
 NE0468  HISTORY     - Date     Condition        Report By
 NE0468  HISTORY     - UNK      MONUMENTED       MI0490
 NE0468  HISTORY     - 1934     GOOD             CGS
 NE0468  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0468
 NE0468                          STATION DESCRIPTION
 NE0468
 NE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0468'AT BIRMINGHAM.
 NE0468'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION OF LINCOLN
 NE0468'AND CRANBROOK ROADS, 21 YARDS NORTHEAST OF THE INTERSECTION
 NE0468'OF THE CENTERLINES, 54 FEET NORTH OF THE CENTERLINE OF LINCOLN
 NE0468'ROAD, 26.8 FEET EAST OF THE CENTERLINE OF CRANBROOK ROAD, AND
 NE0468'LEVEL WITH THE SURFACE OF CRANBROOK ROAD.  A CITY OF BIRMINGHAM
 NE0468'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0468
 NE0468                          STATION RECOVERY (1994)
 NE0468
 NE0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7590 ***********************************************************************
 DI7590  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7590  DESIGNATION -  35 A
 DI7590  PID         -  DI7590
 DI7590  STATE/COUNTY-  MI/MENOMINEE
 DI7590  COUNTRY     -  US
 DI7590  USGS QUAD   -  MARINETTE EAST (2018)
 DI7590
 DI7590                         *CURRENT SURVEY CONTROL
 DI7590  ______________________________________________________________________
 DI7590* NAD 83(2011) POSITION- 45 05 45.24414(N) 087 35 24.05335(W)   ADJUSTED
 DI7590* NAD 83(2011) ELLIP HT-   141.328 (meters)        (03/10/15)   ADJUSTED
 DI7590* NAD 83(2011) EPOCH   -  2010.00
 DI7590* NAVD 88 ORTHO HEIGHT -   178.341 (meters)      585.11  (feet) ADJUSTED
 DI7590  ______________________________________________________________________
 DI7590  GEOID HEIGHT    -        -37.009 (meters)                     GEOID18
 DI7590  NAD 83(2011) X  -    189,650.714 (meters)                     COMP
 DI7590  NAD 83(2011) Y  - -4,506,159.022 (meters)                     COMP
 DI7590  NAD 83(2011) Z  -  4,494,978.370 (meters)                     COMP
 DI7590  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 DI7590  DYNAMIC HEIGHT  -        178.323 (meters)      585.05  (feet) COMP
 DI7590  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7590
 DI7590  VERT ORDER      -  SECOND    CLASS I
 DI7590
 DI7590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI7590  Standards:
 DI7590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI7590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI7590  -------------------------------------------------------------------
 DI7590  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.00749057
 DI7590  -------------------------------------------------------------------
 DI7590  Click here for local accuracies and other accuracy information.
 DI7590
 DI7590.The horizontal coordinates were established by GPS observations
 DI7590.and adjusted by the National Geodetic Survey in June 2012.
 DI7590
 DI7590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI7590.been affixed to the stable North American tectonic plate. See 
 DI7590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI7590
 DI7590.The horizontal coordinates are valid at the epoch date displayed above
 DI7590.which is a decimal equivalence of Year/Month/Day.
 DI7590
 DI7590.The orthometric height was determined by differential leveling and
 DI7590.adjusted by the NATIONAL GEODETIC SURVEY
 DI7590.in February 2017.
 DI7590
 DI7590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7590.GEOID18 height accuracy estimate available here.
 DI7590
 DI7590.This Water Level Mark is designated as VM 18343
 DI7590.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7590
 DI7590.Click photographs - Photos may exist for this station.
 DI7590
 DI7590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI7590
 DI7590.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI7590
 DI7590.The ellipsoidal height was determined by GPS observations
 DI7590.and is referenced to NAD 83.
 DI7590
 DI7590.The dynamic height is computed by dividing the NAVD 88
 DI7590.geopotential number by the normal gravity value computed on the
 DI7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7590.degrees latitude (g = 980.6199 gals.).
 DI7590
 DI7590.The modeled gravity was interpolated from observed gravity values.
 DI7590
 DI7590. The following values were computed from the NAD 83(2011) position.
 DI7590
 DI7590;                    North         East     Units Scale Factor Converg.
 DI7590;SPC MI N     -    34,914.847 7,953,551.907   MT  1.00011608   -0 25 35.2
 DI7590;SPC MI N     -   114,550.02 26,094,330.40   iFT  1.00011608   -0 25 35.2
 DI7590;UTM  16      - 4,993,773.200   453,575.448   MT  0.99962650   -0 25 04.5
 DI7590
 DI7590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7590!SPC MI N     -   0.99997784  x   1.00011608  =   1.00009392
 DI7590!UTM  16      -   0.99997784  x   0.99962650  =   0.99960435
 DI7590
 DI7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5357593773(NAD 83)
 DI7590
 DI7590                          SUPERSEDED SURVEY CONTROL
 DI7590
 DI7590  ELLIP H (06/27/12)  141.378  (m)                       GP(2010.00)    
 DI7590  ELLIP H (08/23/11)  141.338  (m)                       GP(       ) 1 2
 DI7590  NAD 83(2007)-  45 05 45.24432(N)    087 35 24.05427(W) AD(2002.00) A
 DI7590  ELLIP H (10/11/07)  141.414  (m)                       GP(2002.00) 4 2
 DI7590  NAVD 88 (08/23/11)  178.3    (m)  GEOID09  model used  GPS OBS        
 DI7590  NAVD 88             178.35   (m)          585.1    (f) LEVELING    3  
 DI7590  NAVD 88 (06/12/07)  178.344  (m)          585.12   (f) SUPERSEDED  2 1
 DI7590
 DI7590.Superseded values are not recommended for survey control.
 DI7590
 DI7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7590.See file dsdata.pdf to determine how the superseded data were derived.
 DI7590
 DI7590_MARKER: DE = TRAVERSE STATION DISK
 DI7590_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7590_SP_SET: BREAKWALL
 DI7590_STAMPING: 35 A 63
 DI7590_MARK LOGO: USACE
 DI7590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7590+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7590
 DI7590  HISTORY     - Date     Condition        Report By
 DI7590  HISTORY     - 1963     MONUMENTED       USACE
 DI7590  HISTORY     - 2005     GOOD             NGS
 DI7590  HISTORY     - 20060830 GOOD             NGS
 DI7590  HISTORY     - 20100716 GOOD             NGS
 DI7590  HISTORY     - 20140801 GOOD             WIDT
 DI7590  HISTORY     - 20150831 GOOD             WIDT
 DI7590  HISTORY     - 20180711 GOOD             NOS
 DI7590  HISTORY     - 20220808 GOOD             NGS
 DI7590  HISTORY     - 20220831 GOOD             CO-OPS
 DI7590
 DI7590                          STATION DESCRIPTION
 DI7590
 DI7590'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 DI7590'THE STATION IS LOCATED IN MENOMINEE, ABOUT 55 MI (88.51 KM) NORTHEAST
 DI7590'OF GREEN BAY WI AND 55 MI (88.51 KM) SOUTH OF ESCANABA.  IT IS ON THE
 DI7590'PUBLICLY ACCESSIBLE NORTH BREAKWALL AT THE MOUTH OF THE MENOMINEE
 DI7590'RIVER ON LAKE MICHIGAN.
 DI7590'
 DI7590'TO REACH FROM THE INTERSECTION OF STATE ROUTE 35 AND US HIGHWAY 41
 DI7590'JUST NORTH OF MENOMINEE, GO SOUTH 1.6 MI (2.57 KM) ON HIGHWAY 41 (10TH
 DI7590'ST) TO THE INTERSECTION WITH 14TH STREET.  TURN LEFT AND GO 0.3 MI
 DI7590'(0.48 KM) EAST ON 14TH STREET TO THE JUNCTION WITH FIRST STREET.  TURN
 DI7590'RIGHT AND GO 1.0 MI (1.61 KM) SOUTH ON FIRST STREET, THEN TURN LEFT
 DI7590'ONTO HARBOR DRIVE JUST NORTH OF THE BRIDGE OVER THE MENOMINEE RIVER.
 DI7590'PROCEED 0.4 MI (0.64 KM) ON HARBOR DRIVE TO END OF ROAD AT A PARKING
 DI7590'LOT AND BOAT LAUNCH RAMP.  WALK ABOUT 0.1 MI (0.16 KM) SOUTHEAST TO
 DI7590'THE STATION AT THE WEST END OF THE NORTH BREAKWALL, THE NORTHERNMOST
 DI7590'OF TWO BRASS DISKS SET 3 FT (0.9 M) APART.
 DI7590'
 DI7590'THE STATION IS A BRASS DISK SET IN THE TOP OF THE CONCRETE BREAKWALL,
 DI7590'10.72 M (35.2 FT) SOUTHWEST OF AN NGS DISK LABELED AS A USCG BENCH
 DI7590'AZIMUTH, 19 FT (5.8 M) EAST OF THE WEST END OF THE BREAKWALL, 9.5 FT
 DI7590'(2.9 M) NORTH OF THE SOUTH EDGE OF THE BREAKWALL, AND 3.0 FT (0.9 M)
 DI7590'NORTH OF US ARMY CORPS OF ENGINEER DISK 73-28 1973 KEWAUNEE PROJECT.
 DI7590
 DI7590                          STATION RECOVERY (2006)
 DI7590
 DI7590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7590'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7590'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7590'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7590'THE NORTH SIDE OF THE MENOMINEE RIVER.
 DI7590'
 DI7590'THE STATION IS IN THE TOP OF THE WEST END OF THE MASSIVE CONCRETE
 DI7590'BREAKWALL ON THE NORTH SIDE OF THE RIVER. STATION IS 22.0 FT SOUTHEAST
 DI7590'OF THE NORTHWEST CORNER OF THE BREAKWALL, 17.9 FT EAST OF THE WEST END
 DI7590'OF THE BREAKWALL, 12.4 FT SOUTH OF THE NORTH EDGE OF THE WALL, 8.6 FT
 DI7590'NORTH OF THE SOUTH EDGE OF THE WALL AND 3.0 FT NORTH OF BENCH MARK
 DI7590'73-28.
 DI7590
 DI7590                          STATION RECOVERY (2010)
 DI7590
 DI7590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 DI7590'RECOVERED AS DESCRIBED.
 DI7590
 DI7590                          STATION RECOVERY (2014)
 DI7590
 DI7590'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DI7590'RECOVERED AS DESCRIBED.
 DI7590
 DI7590                          STATION RECOVERY (2015)
 DI7590
 DI7590'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7590'RECOVERED AS DESCRIBED.
 DI7590
 DI7590                          STATION RECOVERY (2018)
 DI7590
 DI7590'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 DI7590'RECOVERED AS DESCRIBED.
 DI7590
 DI7590                          STATION RECOVERY (2022)
 DI7590
 DI7590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DI7590'RECOVERED IN GOOD CONDITION.
 DI7590
 DI7590                          STATION RECOVERY (2022)
 DI7590
 DI7590'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7590'TRAVERSE STATION IS LOCATED ON THE SAME PIER AS THE HISTORICAL
 DI7590'MENOMINEE NORTH PIER LIGHTHOUSE, WHICH IS LOCATED AT HARBOR DR
 DI7590'MENOMINEE, MI 49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7593 ***********************************************************************
 DI7593  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7593  DESIGNATION -  35 B
 DI7593  PID         -  DI7593
 DI7593  STATE/COUNTY-  MI/MENOMINEE
 DI7593  COUNTRY     -  US
 DI7593  USGS QUAD   -  MARINETTE EAST (2018)
 DI7593
 DI7593                         *CURRENT SURVEY CONTROL
 DI7593  ______________________________________________________________________
 DI7593* NAD 83(1986) POSITION- 45 05 50.00   (N) 087 35 09.89   (W)   HD_HELD1
 DI7593* NAVD 88 ORTHO HEIGHT -   178.276 (meters)      584.89  (feet) ADJUSTED
 DI7593  ______________________________________________________________________
 DI7593  GEOID HEIGHT    -        -37.015 (meters)                     GEOID18
 DI7593  DYNAMIC HEIGHT  -        178.258 (meters)      584.83  (feet) COMP
 DI7593  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7593
 DI7593  VERT ORDER      -  SECOND    CLASS I
 DI7593
 DI7593.The horizontal coordinates were determined by differentially corrected
 DI7593.hand held GPS observations or other comparable positioning techniques
 DI7593.and have an estimated accuracy of +/- 3 meters.
 DI7593
 DI7593.The orthometric height was determined by differential leveling and
 DI7593.adjusted by the NATIONAL GEODETIC SURVEY
 DI7593.in February 2017.
 DI7593
 DI7593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7593.GEOID18 height accuracy estimate available here.
 DI7593
 DI7593.This Water Level Mark is designated as VM 18720
 DI7593.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7593
 DI7593.Click photographs - Photos may exist for this station.
 DI7593
 DI7593.The dynamic height is computed by dividing the NAVD 88
 DI7593.geopotential number by the normal gravity value computed on the
 DI7593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7593.degrees latitude (g = 980.6199 gals.).
 DI7593
 DI7593.The modeled gravity was interpolated from observed gravity values.
 DI7593
 DI7593;                    North         East    Units  Estimated Accuracy
 DI7593;SPC MI N     -    35,059.4   7,953,862.7     MT  (+/- 3 meters HH1 GPS) 
 DI7593
 DI7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5388693917(NAD 83)
 DI7593
 DI7593                          SUPERSEDED SURVEY CONTROL
 DI7593
 DI7593  NAVD 88 (06/12/07)  178.279  (m)          584.90   (f) SUPERSEDED  2 1
 DI7593
 DI7593.Superseded values are not recommended for survey control.
 DI7593
 DI7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7593.See file dsdata.pdf to determine how the superseded data were derived.
 DI7593
 DI7593_MARKER: DR = REFERENCE MARK DISK
 DI7593_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7593_SP_SET: BREAKWALL
 DI7593_STAMPING: 35 B
 DI7593_MARK LOGO: USACE
 DI7593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7593+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7593
 DI7593  HISTORY     - Date     Condition        Report By
 DI7593  HISTORY     - UNK      MONUMENTED       USACE
 DI7593  HISTORY     - 20060830 GOOD             NGS
 DI7593  HISTORY     - 20150814 GOOD             CO-OPS
 DI7593  HISTORY     - 20150831 GOOD             WIDT
 DI7593  HISTORY     - 20180711 GOOD             CO-OPS
 DI7593  HISTORY     - 20220831 GOOD             CO-OPS
 DI7593
 DI7593                          STATION DESCRIPTION
 DI7593
 DI7593'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7593'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7593'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7593'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7593'THE NORTH SIDE OF THE MENOMINEE RIVER.  GO ALONG THE PIER TO JUST
 DI7593'BEFORE A LIGHT HOUSE AND THE STATION.
 DI7593'
 DI7593'THE STATION IS 19.1 FEET SOUTHWEST OF OF THE SOUTH CORNER OF THE LIGHT
 DI7593'HOUSE FOUNDATION AND 13.0 FEET SOUTH OF THE WEST END OF A WINGWALL.
 DI7593
 DI7593                          STATION RECOVERY (2015)
 DI7593
 DI7593'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2015 (PTR)
 DI7593'RECOVERED AS DESCRIBED.
 DI7593
 DI7593                          STATION RECOVERY (2015)
 DI7593
 DI7593'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7593'RECOVERED AS DESCRIBED.
 DI7593
 DI7593                          STATION RECOVERY (2018)
 DI7593
 DI7593'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (CSS)
 DI7593'RECOVERED AS DESCRIBED.
 DI7593
 DI7593                          STATION RECOVERY (2022)
 DI7593
 DI7593'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7593'THE STATION IS LOCATED ABOUT 16.4 MI (26.3 KM) SOUTH-SOUTHWEST OF
 DI7593'ARTHUR BAY, 15.9 MI (25.5 KM) SOUTH OF WALLACE AND 7.4 MI (11.9 KM)
 DI7593'SOUTH OF BIRCH CREEK.
 DI7593'
 DI7593'REFERENCE MARK IS LOCATED 5.90 M (19.4 FT) SOUTHWEST OF THE SOUTH
 DI7593'CORNER OF LIGHTHOUSE, 3.96 M (13.0 FT) SOUTH OF THE WEST END OF THE
 DI7593'WING WALL, 2.49 M (8.2 FT) NORTH OF THE SOUTH FACE OF THE SHEET PILE
 DI7593'WALL.
 DI7593'
 DI7593'REFERENCE MARK IS LOCATED ON THE SAME PIER AS THE HISTORICAL MENOMINEE
 DI7593'NORTH PIER LIGHTHOUSE WHICH IS LOCATED AT HARBOR DR MENOMINEE, MI
 DI7593'49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0009 ***********************************************************************
 OL0009  DESIGNATION -  35 TFX
 OL0009  PID         -  OL0009
 OL0009  STATE/COUNTY-  MI/MASON
 OL0009  COUNTRY     -  US
 OL0009  USGS QUAD   -  PENTWATER (2017)
 OL0009
 OL0009                         *CURRENT SURVEY CONTROL
 OL0009  ______________________________________________________________________
 OL0009* NAD 83(1986) POSITION- 43 50 53.67   (N) 086 23 55.28   (W)   HD_HELD1
 OL0009* NAVD 88 ORTHO HEIGHT -   197.396 (meters)      647.62  (feet) ADJUSTED
 OL0009  ______________________________________________________________________
 OL0009  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 OL0009  DYNAMIC HEIGHT  -        197.360 (meters)      647.51  (feet) COMP
 OL0009  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 OL0009
 OL0009  VERT ORDER      -  FIRST     CLASS II
 OL0009
 OL0009.The horizontal coordinates were determined by differentially corrected
 OL0009.hand held GPS observations or other comparable positioning techniques
 OL0009.and have an estimated accuracy of +/- 3 meters.
 OL0009
 OL0009.The orthometric height was determined by differential leveling and
 OL0009.adjusted by the NATIONAL GEODETIC SURVEY
 OL0009.in June 1991.
 OL0009
 OL0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0009.GEOID18 height accuracy estimate available here.
 OL0009
 OL0009.Click photographs - Photos may exist for this station.
 OL0009
 OL0009.The dynamic height is computed by dividing the NAVD 88
 OL0009.geopotential number by the normal gravity value computed on the
 OL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0009.degrees latitude (g = 980.6199 gals.).
 OL0009
 OL0009.The modeled gravity was interpolated from observed gravity values.
 OL0009
 OL0009;                    North         East    Units  Estimated Accuracy
 OL0009;SPC MI C     -    61,118.6   5,836,606.2     MT  (+/- 3 meters HH1 GPS) 
 OL0009
 OL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4833255193(NAD 83)
 OL0009
 OL0009                          SUPERSEDED SURVEY CONTROL
 OL0009
 OL0009  NGVD 29 (??/??/92)  197.499  (m)          647.96   (f) ADJ UNCH    1 2
 OL0009
 OL0009.Superseded values are not recommended for survey control.
 OL0009
 OL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0009.See file dsdata.pdf to determine how the superseded data were derived.
 OL0009
 OL0009_MARKER: DD = SURVEY DISK
 OL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0009_STAMPING: 647.961 TT 35 TFX 1930
 OL0009_MARK LOGO: USGS
 OL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0009+STABILITY: SURFACE MOTION
 OL0009
 OL0009  HISTORY     - Date     Condition        Report By
 OL0009  HISTORY     - 1930     MONUMENTED       USGS
 OL0009  HISTORY     - 1934     GOOD             CGS
 OL0009  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0009  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 19970807 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 20010815 GOOD             NGS
 OL0009  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OL0009
 OL0009                          STATION DESCRIPTION
 OL0009
 OL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0009'5.7 MI N FROM PENTWATER.
 OL0009'IN MASON COUNTY, 5.7 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE
 OL0009'POST OFFICE AT PENTWATER, OCEANA COUNTY, 100 YARDS SOUTHEAST
 OL0009'OF A PUBLIC SCHOOL, 13 FEET EAST OF THE EAST EDGE OF THE HIGHWAY,
 OL0009'AND IN LINE WITH A ROW OF POLES.  A UNITED STATES GEOLOGICAL
 OL0009'SURVEY STANADARD DISK, STAMPED 647.961 TT 35 TFX 1930 AND SET
 OL0009'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 OL0009'GROUND.
 OL0009
 OL0009                          STATION RECOVERY (1984)
 OL0009
 OL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0009'SEARCHED FOR AND NOT RECOVERED THIS DATE, ROAD WIDENED, MARK LOST.
 OL0009
 OL0009                          STATION RECOVERY (1995)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (1997)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (2001)
 OL0009
 OL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0009
 OL0009                          STATION RECOVERY (2001)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (2002)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0009'POSITION BESIDE HIGHWAY. BELIEVE DESTROYED DURING HIGHWAY
 OL0009'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0149 ***********************************************************************
 NE0149  DESIGNATION -  35 USLS
 NE0149  PID         -  NE0149
 NE0149  STATE/COUNTY-  MI/WAYNE
 NE0149  COUNTRY     -  US
 NE0149  USGS QUAD   -  GROSSE POINTE (2017)
 NE0149
 NE0149                         *CURRENT SURVEY CONTROL
 NE0149  ______________________________________________________________________
 NE0149* NAD 83(1986) POSITION- 42 23 40.0    (N) 082 53 29.6    (W)   HD_HELD2
 NE0149* NAVD 88 ORTHO HEIGHT -   184.067 (meters)      603.89  (feet) ADJUSTED
 NE0149  ______________________________________________________________________
 NE0149  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 NE0149  DYNAMIC HEIGHT  -        184.014 (meters)      603.72  (feet) COMP
 NE0149  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NE0149
 NE0149  VERT ORDER      -  FIRST     CLASS 0
 NE0149
 NE0149.The horizontal coordinates were established by autonomous hand held GPS
 NE0149.observations and have an estimated accuracy of +/- 10 meters.
 NE0149
 NE0149.The orthometric height was determined by differential leveling and
 NE0149.adjusted by the NATIONAL GEODETIC SURVEY
 NE0149.in June 1991.
 NE0149
 NE0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0149.GEOID18 height accuracy estimate available here.
 NE0149
 NE0149.Click photographs - Photos may exist for this station.
 NE0149
 NE0149.The dynamic height is computed by dividing the NAVD 88
 NE0149.geopotential number by the normal gravity value computed on the
 NE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0149.degrees latitude (g = 980.6199 gals.).
 NE0149
 NE0149.The modeled gravity was interpolated from observed gravity values.
 NE0149
 NE0149;                    North         East    Units  Estimated Accuracy
 NE0149;SPC MI S     -   100,417.    4,121,443.      MT  (+/- 10 meters HH2 GPS)
 NE0149
 NE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4431495305(NAD 83)
 NE0149
 NE0149                          SUPERSEDED SURVEY CONTROL
 NE0149
 NE0149  NGVD 29 (11/26/84)  184.222  (m)          604.40   (f) ADJUSTED    1 0
 NE0149
 NE0149.Superseded values are not recommended for survey control.
 NE0149
 NE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0149.See file dsdata.pdf to determine how the superseded data were derived.
 NE0149
 NE0149_MARKER: B = BOLT
 NE0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0149_SP_SET: WATER TABLE
 NE0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0149
 NE0149  HISTORY     - Date     Condition        Report By
 NE0149  HISTORY     - 1899     MONUMENTED       USLS
 NE0149  HISTORY     - 1970     GOOD             USLS
 NE0149  HISTORY     - 1980     GOOD             NGS
 NE0149
 NE0149                          STATION DESCRIPTION
 NE0149
 NE0149'DESCRIBED BY US LAKE SURVEY 1970
 NE0149'AT GROSSE POINTE FARMS.
 NE0149'35 IS AT GROSSE POINTE FARMS, WAYNE COUNTY, MICHIGAN, ON THE
 NE0149'NORTHWEST SIDE OF LAKE SHORE ROAD, ABOUT 1 MILE SOUTHERLY OF
 NE0149'MOROSS ROAD, ON NORTHEAST FACE OF ST. PAULS CHURCH, 2.4 FEET
 NE0149'FROM THE EXTREME EAST CORNER, 5 FEET ABOVE THE GROUND, BEING
 NE0149'HORIZONTAL LINE CUT IN 1/4-INCH DIAMETER BRASS BOLT SET INTO
 NE0149'THE SANDSTONE WATER TABLE, MARKED U.S. 35.  NOTE-- PREV. DESIG.
 NE0149'BM 35 1899.
 NE0149
 NE0149                          STATION RECOVERY (1980)
 NE0149
 NE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0149'IN GROSSE POINTE FARMS, 0.24 KILOMETERS (0.15 MILE) SOUTH OF THE
 NE0149'JUNCTION OF LAKE SHORE DRIVE AND MORAN ROAD, 0.08 KILOMETERS (0.05
 NE0149'MILE) WEST OF LAKE SHORE DRIVE, SET VERTICALLY IN THE NORTHWEST FACE
 NE0149'OF AN ANGLED CORNER STONE AT THE NORTHEAST CORNER OF THE SAINT
 NE0149'PAULS CHURCH, 5.5 METERS (18 FEET) SOUTH OF THE CENTER OF THE MOST
 NE0149'NORTHERN OF TWO PAVED ENTRANCES TO THE CHURCH AND 0.7 METER (2.5
 NE0149'FEET) SOUTHWEST OF THE NORTH CORNER OF THE CORNER STONE.
 NE0149'THE MARK IS 1.5 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2281 ***********************************************************************
 AB2281  DESIGNATION -  35200
 AB2281  PID         -  AB2281
 AB2281  STATE/COUNTY-  MI/IOSCO
 AB2281  COUNTRY     -  US
 AB2281  USGS QUAD   -  NATIONAL CITY (2017)
 AB2281
 AB2281                         *CURRENT SURVEY CONTROL
 AB2281  ______________________________________________________________________
 AB2281* NAD 83(2011) POSITION- 44 14 03.73025(N) 083 42 20.27283(W)   ADJUSTED
 AB2281* NAD 83(2011) ELLIP HT-   169.536 (meters)        (06/27/12)   ADJUSTED
 AB2281* NAD 83(2011) EPOCH   -  2010.00
 AB2281* NAVD 88 ORTHO HEIGHT -   204.7   (meters)      672.    (feet) GPS OBS
 AB2281  ______________________________________________________________________
 AB2281  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2281  GEOID HEIGHT    -         -34.95 (meters)                     GEOID93
 AB2281  GEOID HEIGHT    -        -35.212 (meters)                     GEOID18
 AB2281  NAD 83(2011) X  -    501,858.264 (meters)                     COMP
 AB2281  NAD 83(2011) Y  - -4,549,875.174 (meters)                     COMP
 AB2281  NAD 83(2011) Z  -  4,426,905.773 (meters)                     COMP
 AB2281  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 AB2281
 AB2281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2281  Standards:
 AB2281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2281  -------------------------------------------------------------------
 AB2281  NETWORK    0.91   1.49           0.42   0.31   0.76     -0.07627576
 AB2281  -------------------------------------------------------------------
 AB2281  Click here for local accuracies and other accuracy information.
 AB2281
 AB2281.The horizontal coordinates were established by GPS observations
 AB2281.and adjusted by the National Geodetic Survey in June 2012.
 AB2281
 AB2281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2281.been affixed to the stable North American tectonic plate. See 
 AB2281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2281
 AB2281.The horizontal coordinates are valid at the epoch date displayed above
 AB2281.which is a decimal equivalence of Year/Month/Day.
 AB2281
 AB2281.The orthometric height was determined by GPS observations and a
 AB2281.high-resolution geoid model.
 AB2281
 AB2281.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2281.GEOID18 height accuracy estimate available here.
 AB2281
 AB2281.Click photographs - Photos may exist for this station.
 AB2281
 AB2281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2281
 AB2281.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2281
 AB2281.The ellipsoidal height was determined by GPS observations
 AB2281.and is referenced to NAD 83.
 AB2281
 AB2281. The following values were computed from the NAD 83(2011) position.
 AB2281
 AB2281;                    North         East     Units Scale Factor Converg.
 AB2281;SPC MI C     -   102,192.330 6,052,808.793   MT  0.99998869   +0 28 01.1
 AB2281;SPC MI C     -   335,276.67 19,858,296.56   iFT  0.99998869   +0 28 01.1
 AB2281;UTM  17      - 4,901,464.485   283,931.875   MT  1.00017419   -1 53 17.4
 AB2281
 AB2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2281!SPC MI C     -   0.99997342  x   0.99998869  =   0.99996211
 AB2281!UTM  17      -   0.99997342  x   1.00017419  =   1.00014760
 AB2281
 AB2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8393101464(NAD 83)
 AB2281
 AB2281                          SUPERSEDED SURVEY CONTROL
 AB2281
 AB2281  NAD 83(2007)-  44 14 03.73125(N)    083 42 20.27297(W) AD(2002.00) 0
 AB2281  ELLIP H (02/10/07)  169.628  (m)                       GP(2002.00)    
 AB2281  ELLIP H (07/12/02)  169.591  (m)                       GP(       ) 4 1
 AB2281  NAD 83(1994)-  44 14 03.73100(N)    083 42 20.27328(W) AD(       ) 1
 AB2281  ELLIP H (02/03/97)  169.604  (m)                       GP(       ) 4 1
 AB2281  NAD 83(1986)-  44 14 03.72060(N)    083 42 20.28301(W) AD(       ) 1
 AB2281
 AB2281.Superseded values are not recommended for survey control.
 AB2281
 AB2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2281.See file dsdata.pdf to determine how the superseded data were derived.
 AB2281
 AB2281_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2281_STAMPING: 35200 1994
 AB2281_MARK LOGO: MIDT
 AB2281_PROJECTION: FLUSH
 AB2281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2281+STABILITY: SURFACE MOTION
 AB2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2281+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2022
 AB2281
 AB2281  HISTORY     - Date     Condition        Report By
 AB2281  HISTORY     - 1994     MONUMENTED       MIDT
 AB2281  HISTORY     - 20060114 GOOD             USPSQD
 AB2281  HISTORY     - 20220608 GOOD             ROWEIN
 AB2281
 AB2281                          STATION DESCRIPTION
 AB2281
 AB2281'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2281'STATION IS LOCATED IN QUAD 440833 AND ON THE NATIONAL CITY QUADRANGLE
 AB2281'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-21-N, R-6-E, IN
 AB2281'SHERMAN TOWNSHIP.  ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF TAWAS CITY,
 AB2281'6.0 MI (9.7 KM) SOUTH OF THE VILLAGE OF SAND LAKE, 0.5 MI (0.8 KM)
 AB2281'EAST OF NATIONAL CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH
 AB2281'THE STATION FROM THE POST OFFICE IN NATIONAL CITY, GO EAST 0.4 MI (0.6
 AB2281'KM) ALONG WHITTEMORE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.
 AB2281'STATION IS 68.5 FT (20.9 M) SOUTHEAST FROM A UTILITY POLE, 61.0 FT
 AB2281'(18.6 M) WEST FROM WEST LEG OF POWER LINE TOWER, 35.3 FT (10.8 M) WEST
 AB2281'FROM CENTER OF GRAVEL DRIVE NORTH, 21.5 FT (6.6 M) NORTH FROM THE
 AB2281'CENTER OF WHITTEMORE ROAD, AND 3.0 FEET (0.9 M) SOUTH FROM CARSONITE
 AB2281'WITNESS POST.
 AB2281
 AB2281                          STATION RECOVERY (2006)
 AB2281
 AB2281'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2281'RECOVERED IN GOOD CONDITION.
 AB2281
 AB2281                          STATION RECOVERY (2022)
 AB2281
 AB2281'RECOVERY NOTE BY ROWE INCORPORATED 2022 (SS)
 AB2281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2285 ***********************************************************************
 AB2285  DESIGNATION -  35201
 AB2285  PID         -  AB2285
 AB2285  STATE/COUNTY-  MI/IOSCO
 AB2285  COUNTRY     -  US
 AB2285  USGS QUAD   -  NATIONAL CITY (2017)
 AB2285
 AB2285                         *CURRENT SURVEY CONTROL
 AB2285  ______________________________________________________________________
 AB2285* NAD 83(2011) POSITION- 44 14 04.44704(N) 083 40 57.82731(W)   ADJUSTED
 AB2285* NAD 83(2011) ELLIP HT-   167.049 (meters)        (06/27/12)   ADJUSTED
 AB2285* NAD 83(2011) EPOCH   -  2010.00
 AB2285* NAVD 88 ORTHO HEIGHT -   202.3   (meters)      664.    (feet) GPS OBS
 AB2285  ______________________________________________________________________
 AB2285  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2285  GEOID HEIGHT    -         -34.95 (meters)                     GEOID93
 AB2285  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 AB2285  NAD 83(2011) X  -    503,674.947 (meters)                     COMP
 AB2285  NAD 83(2011) Y  - -4,549,657.103 (meters)                     COMP
 AB2285  NAD 83(2011) Z  -  4,426,919.891 (meters)                     COMP
 AB2285  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AB2285
 AB2285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2285  Standards:
 AB2285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2285  -------------------------------------------------------------------
 AB2285  NETWORK    0.95   1.57           0.43   0.33   0.80     -0.06590182
 AB2285  -------------------------------------------------------------------
 AB2285  Click here for local accuracies and other accuracy information.
 AB2285
 AB2285.The horizontal coordinates were established by GPS observations
 AB2285.and adjusted by the National Geodetic Survey in June 2012.
 AB2285
 AB2285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2285.been affixed to the stable North American tectonic plate. See 
 AB2285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2285
 AB2285.The horizontal coordinates are valid at the epoch date displayed above
 AB2285.which is a decimal equivalence of Year/Month/Day.
 AB2285
 AB2285.The orthometric height was determined by GPS observations and a
 AB2285.high-resolution geoid model.
 AB2285
 AB2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2285.GEOID18 height accuracy estimate available here.
 AB2285
 AB2285.Click photographs - Photos may exist for this station.
 AB2285
 AB2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2285
 AB2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2285
 AB2285.The ellipsoidal height was determined by GPS observations
 AB2285.and is referenced to NAD 83.
 AB2285
 AB2285. The following values were computed from the NAD 83(2011) position.
 AB2285
 AB2285;                    North         East     Units Scale Factor Converg.
 AB2285;SPC MI C     -   102,229.622 6,054,638.121   MT  0.99998865   +0 28 59.3
 AB2285;SPC MI C     -   335,399.02 19,864,298.30   iFT  0.99998865   +0 28 59.3
 AB2285;UTM  17      - 4,901,426.563   285,761.521   MT  1.00016451   -1 52 19.8
 AB2285
 AB2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2285!SPC MI C     -   0.99997381  x   0.99998865  =   0.99996246
 AB2285!UTM  17      -   0.99997381  x   1.00016451  =   1.00013831
 AB2285
 AB2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8576101426(NAD 83)
 AB2285
 AB2285                          SUPERSEDED SURVEY CONTROL
 AB2285
 AB2285  NAD 83(2007)-  44 14 04.44803(N)    083 40 57.82744(W) AD(2002.00) 0
 AB2285  ELLIP H (02/10/07)  167.140  (m)                       GP(2002.00)    
 AB2285  ELLIP H (07/12/02)  167.104  (m)                       GP(       ) 4 1
 AB2285  NAD 83(1994)-  44 14 04.44779(N)    083 40 57.82775(W) AD(       ) 1
 AB2285  ELLIP H (02/03/97)  167.117  (m)                       GP(       ) 4 1
 AB2285  NAD 83(1986)-  44 14 04.43740(N)    083 40 57.83744(W) AD(       ) 1
 AB2285
 AB2285.Superseded values are not recommended for survey control.
 AB2285
 AB2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2285.See file dsdata.pdf to determine how the superseded data were derived.
 AB2285
 AB2285_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2285_STAMPING: 35201 1994
 AB2285_MARK LOGO: MIDT
 AB2285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2285+STABILITY: SURFACE MOTION
 AB2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2285+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2285
 AB2285  HISTORY     - Date     Condition        Report By
 AB2285  HISTORY     - 1994     MONUMENTED       MIDT
 AB2285  HISTORY     - 20060114 GOOD             USPSQD
 AB2285
 AB2285                          STATION DESCRIPTION
 AB2285
 AB2285'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2285'STATION IS LOCATED IN QUAD 440833 AND ON THE NATIONAL CITY QUADRANGLE
 AB2285'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 2, T-21-N, R-6-E, IN
 AB2285'SHERMAN TOWNSHIP.  ABOUT 15.8 MI (25.4 KM) SOUTHWEST OF OSCODA, 8.8 MI
 AB2285'(14.2 KM) SOUTHWEST OF TAWAS CITY, 2.0 MI (3.2 KM) EAST OF NATIONAL
 AB2285'CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2285'THE POST OFFICE IN NATIONAL CITY, GO EAST 1.6 MI (2.6 KM) ALONG
 AB2285'WHITTEMORE ROAD TO JUNCTION WITH SAND LAKE ROAD AND STATION JUST AHEAD
 AB2285'AS DESCRIBED.  STATION IS 67.5 FT (20.6 M) NORTH FROM THE NORTH RAIL
 AB2285'OF RAILROAD TRACKS, 42.9 FT (13.1 M) NORTHWEST FROM SECTION CORNER
 AB2285'BOX, 32.0 FT (9.8 M) EAST FROM CENTER OF SAND LAKE ROAD, 19.0 FT (5.8
 AB2285'M) NORTH FROM CENTER OF WHITTEMORE ROAD EXTENDED, AND 3.0 FEET (0.9 M)
 AB2285'WEST FROM A WITNESS POST.
 AB2285
 AB2285                          STATION RECOVERY (2006)
 AB2285
 AB2285'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2282 ***********************************************************************
 AB2282  DESIGNATION -  35202
 AB2282  PID         -  AB2282
 AB2282  STATE/COUNTY-  MI/IOSCO
 AB2282  COUNTRY     -  US
 AB2282  USGS QUAD   -  TAWAS CITY (2017)
 AB2282
 AB2282                         *CURRENT SURVEY CONTROL
 AB2282  ______________________________________________________________________
 AB2282* NAD 83(2011) POSITION- 44 15 00.71579(N) 083 36 16.65649(W)   ADJUSTED
 AB2282* NAD 83(2011) ELLIP HT-   159.737 (meters)        (06/27/12)   ADJUSTED
 AB2282* NAD 83(2011) EPOCH   -  2010.00
 AB2282* NAVD 88 ORTHO HEIGHT -   195.0   (meters)      640.    (feet) GPS OBS
 AB2282  ______________________________________________________________________
 AB2282  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2282  GEOID HEIGHT    -         -34.97 (meters)                     GEOID93
 AB2282  GEOID HEIGHT    -        -35.233 (meters)                     GEOID18
 AB2282  NAD 83(2011) X  -    509,740.801 (meters)                     COMP
 AB2282  NAD 83(2011) Y  - -4,547,756.849 (meters)                     COMP
 AB2282  NAD 83(2011) Z  -  4,428,159.042 (meters)                     COMP
 AB2282  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 AB2282
 AB2282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2282  Standards:
 AB2282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2282  -------------------------------------------------------------------
 AB2282  NETWORK    0.96   1.51           0.45   0.31   0.77     -0.06300228
 AB2282  -------------------------------------------------------------------
 AB2282  Click here for local accuracies and other accuracy information.
 AB2282
 AB2282.The horizontal coordinates were established by GPS observations
 AB2282.and adjusted by the National Geodetic Survey in June 2012.
 AB2282
 AB2282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2282.been affixed to the stable North American tectonic plate. See 
 AB2282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2282
 AB2282.The horizontal coordinates are valid at the epoch date displayed above
 AB2282.which is a decimal equivalence of Year/Month/Day.
 AB2282
 AB2282.The orthometric height was determined by GPS observations and a
 AB2282.high-resolution geoid model.
 AB2282
 AB2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2282.GEOID18 height accuracy estimate available here.
 AB2282
 AB2282.Click photographs - Photos may exist for this station.
 AB2282
 AB2282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2282
 AB2282.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2282
 AB2282.The ellipsoidal height was determined by GPS observations
 AB2282.and is referenced to NAD 83.
 AB2282
 AB2282. The following values were computed from the NAD 83(2011) position.
 AB2282
 AB2282;                    North         East     Units Scale Factor Converg.
 AB2282;SPC MI C     -   104,021.922 6,060,861.097   MT  0.99998534   +0 32 17.9
 AB2282;SPC MI C     -   341,279.27 19,884,714.89   iFT  0.99998534   +0 32 17.9
 AB2282;UTM  17      - 4,902,961.791   292,053.925   MT  1.00013183   -1 49 05.3
 AB2282
 AB2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2282!SPC MI C     -   0.99997495  x   0.99998534  =   0.99996029
 AB2282!UTM  17      -   0.99997495  x   1.00013183  =   1.00010678
 AB2282
 AB2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9205302961(NAD 83)
 AB2282
 AB2282                          SUPERSEDED SURVEY CONTROL
 AB2282
 AB2282  NAD 83(2007)-  44 15 00.71682(N)    083 36 16.65662(W) AD(2002.00) 0
 AB2282  ELLIP H (02/10/07)  159.829  (m)                       GP(2002.00)    
 AB2282  ELLIP H (07/12/02)  159.794  (m)                       GP(       ) 4 1
 AB2282  NAD 83(1994)-  44 15 00.71660(N)    083 36 16.65694(W) AD(       ) 1
 AB2282  ELLIP H (02/03/97)  159.806  (m)                       GP(       ) 4 1
 AB2282  NAD 83(1986)-  44 15 00.70615(N)    083 36 16.66632(W) AD(       ) 1
 AB2282
 AB2282.Superseded values are not recommended for survey control.
 AB2282
 AB2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2282.See file dsdata.pdf to determine how the superseded data were derived.
 AB2282
 AB2282_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2282_STAMPING: 35202 1994
 AB2282_MARK LOGO: MIDT
 AB2282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2282+STABILITY: SURFACE MOTION
 AB2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2282+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2282
 AB2282  HISTORY     - Date     Condition        Report By
 AB2282  HISTORY     - 1994     MONUMENTED       MIDT
 AB2282
 AB2282                          STATION DESCRIPTION
 AB2282
 AB2282'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2282'STATION IS LOCATED IN QUAD 440833 AND ON TAWAS CITY QUADRANGLE MAP. IT
 AB2282'IS IN THE SOUTHWEST 1/4 OF SECTION 33, T-23-N, R-7-E, IN TAWAS
 AB2282'TOWNSHIP.  ABOUT 6.1 MI (9.8 KM) NORTHEAST OF NATIONAL CITY, 4.5 MI
 AB2282'(7.2 KM) SOUTHWEST OF TAWAS, AND 18.0 MI (29.0 KM) SOUTHWEST OF
 AB2282'OSCODA, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH FROM THE POST
 AB2282'OFFICE IN NATIONAL CITY, GO EAST 1.6 MI (2.6 KM) ALONG WHITTEMORE ROAD
 AB2282'TO SAND LAKE ROAD.  TURN LEFT AND GO NORTH 1.1 MI (1.8 KM) ALONG SAND
 AB2282'LAKE ROAD TO TOWNLINE ROAD.  TURN RIGHT AND GO EAST 4.0 MI (6.4 KM)
 AB2282'ALONG TOWNLINE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.  STATION
 AB2282'IS 122.0 FT (37.2 M) EAST FROM THE CENTER OF HOUSE NUMBER 2047
 AB2282'DRIVEWAY EXTENDED, 61.6 FT (18.8 M) NORTHWEST FROM TWIN 0.67 FT (20.42
 AB2282'CM) DIAMETER POPLAR TREE, 19.5 FT (5.9 M) NORTH FROM CENTER OF
 AB2282'TOWNLINE ROAD, 17.9 FT (5.5 M) SOUTH FROM FENCE LINE, AND 3.0 FT (0.9
 AB2282'M) NORTH FROM A WITNESS POST .
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2284 ***********************************************************************
 AB2284  DESIGNATION -  35203
 AB2284  PID         -  AB2284
 AB2284  STATE/COUNTY-  MI/IOSCO
 AB2284  COUNTRY     -  US
 AB2284  USGS QUAD   -  TAWAS CITY (2017)
 AB2284
 AB2284                         *CURRENT SURVEY CONTROL
 AB2284  ______________________________________________________________________
 AB2284* NAD 83(2011) POSITION- 44 15 01.09777(N) 083 34 48.76323(W)   ADJUSTED
 AB2284* NAD 83(2011) ELLIP HT-   153.877 (meters)        (06/27/12)   ADJUSTED
 AB2284* NAD 83(2011) EPOCH   -  2010.00
 AB2284* NAVD 88 ORTHO HEIGHT -   189.1   (meters)      620.    (feet) GPS OBS
 AB2284  ______________________________________________________________________
 AB2284  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2284  GEOID HEIGHT    -         -34.98 (meters)                     GEOID93
 AB2284  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 AB2284  NAD 83(2011) X  -    511,677.249 (meters)                     COMP
 AB2284  NAD 83(2011) Y  - -4,547,526.880 (meters)                     COMP
 AB2284  NAD 83(2011) Z  -  4,428,163.399 (meters)                     COMP
 AB2284  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AB2284
 AB2284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2284  Standards:
 AB2284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2284  -------------------------------------------------------------------
 AB2284  NETWORK    0.97   1.55           0.45   0.32   0.79     -0.04988371
 AB2284  -------------------------------------------------------------------
 AB2284  Click here for local accuracies and other accuracy information.
 AB2284
 AB2284.The horizontal coordinates were established by GPS observations
 AB2284.and adjusted by the National Geodetic Survey in June 2012.
 AB2284
 AB2284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2284.been affixed to the stable North American tectonic plate. See 
 AB2284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2284
 AB2284.The horizontal coordinates are valid at the epoch date displayed above
 AB2284.which is a decimal equivalence of Year/Month/Day.
 AB2284
 AB2284.The orthometric height was determined by GPS observations and a
 AB2284.high-resolution geoid model.
 AB2284
 AB2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2284.GEOID18 height accuracy estimate available here.
 AB2284
 AB2284.Click photographs - Photos may exist for this station.
 AB2284
 AB2284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2284
 AB2284.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2284
 AB2284.The ellipsoidal height was determined by GPS observations
 AB2284.and is referenced to NAD 83.
 AB2284
 AB2284. The following values were computed from the NAD 83(2011) position.
 AB2284
 AB2284;                    North         East     Units Scale Factor Converg.
 AB2284;SPC MI C     -   104,052.325 6,062,810.835   MT  0.99998532   +0 33 20.0
 AB2284;SPC MI C     -   341,379.02 19,891,111.66   iFT  0.99998532   +0 33 20.0
 AB2284;UTM  17      - 4,902,911.992   294,003.541   MT  1.00012191   -1 48 03.9
 AB2284
 AB2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2284!SPC MI C     -   0.99997587  x   0.99998532  =   0.99996119
 AB2284!UTM  17      -   0.99997587  x   1.00012191  =   1.00009778
 AB2284
 AB2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9400302911(NAD 83)
 AB2284
 AB2284                          SUPERSEDED SURVEY CONTROL
 AB2284
 AB2284  NAD 83(2007)-  44 15 01.09880(N)    083 34 48.76336(W) AD(2002.00) 0
 AB2284  ELLIP H (02/10/07)  153.970  (m)                       GP(2002.00)    
 AB2284  ELLIP H (07/12/02)  153.934  (m)                       GP(       ) 4 1
 AB2284  NAD 83(1994)-  44 15 01.09858(N)    083 34 48.76368(W) AD(       ) 1
 AB2284  ELLIP H (02/03/97)  153.947  (m)                       GP(       ) 4 1
 AB2284  NAD 83(1986)-  44 15 01.08814(N)    083 34 48.77307(W) AD(       ) 1
 AB2284
 AB2284.Superseded values are not recommended for survey control.
 AB2284
 AB2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2284.See file dsdata.pdf to determine how the superseded data were derived.
 AB2284
 AB2284_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2284_STAMPING: 35203 1994
 AB2284_MARK LOGO: MIDT
 AB2284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2284+STABILITY: SURFACE MOTION
 AB2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2284+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2284
 AB2284  HISTORY     - Date     Condition        Report By
 AB2284  HISTORY     - 1994     MONUMENTED       MIDT
 AB2284  HISTORY     - 20071009 GOOD             INDIV
 AB2284
 AB2284                          STATION DESCRIPTION
 AB2284
 AB2284'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2284'STATION IS LOCATED IN QUAD 440833 AND ON THE TAWAS CITY QUADRANGLE
 AB2284'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 3, T-21-N, R-7-E, IN
 AB2284'ALABASTER TOWNSHIP.  ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF THE VILLAGE
 AB2284'OF SAND LAKE, 6.3 MI (10.1 KM) NORTHEAST OF NATIONAL CITY AND 4.4 MI
 AB2284'(7.1 KM) SOUTHWEST OF TAWAS CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.
 AB2284'TO REACH THE STATION FROM THE POST OFFICE IN NATIONAL CITY, GO EAST
 AB2284'1.6 MI (2.6 KM) ALONG WHITTEMORE ROAD TO SAND LAKE ROAD.  TURN LEFT
 AB2284'AND GO NORTH 1.1 MI (1.8 KM) ALONG SAND LAKE ROAD TO T-ROAD, TOWNLINE
 AB2284'ROAD.  TURN RIGHT AND GO EAST 5.2 MI (8.4 KM) ALONG TOWNLINE ROAD TO
 AB2284'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 96.6 FT (29.4 M)
 AB2284'NORTHWEST FROM UTILITY POLE, 66.0 FT (20.1 M) NORTHEAST FROM TOWNLINE
 AB2284'CAMPGROUND-FLAG POLE, 65.0 FT (19.8 M) WEST FROM EAST ENTERANCE TO
 AB2284'TOWNLINE CAMPGROUND, 20.8 FT (6.3 M) SOUTH FROM CENTER OF TOWNLINE
 AB2284'ROAD, AND 3.0 FT (0.9 M) NORTH FROM WITNESS POST.
 AB2284
 AB2284                          STATION RECOVERY (2007)
 AB2284
 AB2284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JO)
 AB2284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2279 ***********************************************************************
 AB2279  DESIGNATION -  35204
 AB2279  PID         -  AB2279
 AB2279  STATE/COUNTY-  MI/IOSCO
 AB2279  COUNTRY     -  US
 AB2279  USGS QUAD   -  HALE SE (2017)
 AB2279
 AB2279                         *CURRENT SURVEY CONTROL
 AB2279  ______________________________________________________________________
 AB2279* NAD 83(2011) POSITION- 44 16 37.55425(N) 083 46 46.63649(W)   ADJUSTED
 AB2279* NAD 83(2011) ELLIP HT-   200.626 (meters)        (06/27/12)   ADJUSTED
 AB2279* NAD 83(2011) EPOCH   -  2010.00
 AB2279* NAVD 88 ORTHO HEIGHT -   235.8   (meters)      774.    (feet) GPS OBS
 AB2279  ______________________________________________________________________
 AB2279  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2279  GEOID HEIGHT    -         -34.92 (meters)                     GEOID93
 AB2279  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 AB2279  NAD 83(2011) X  -    495,625.673 (meters)                     COMP
 AB2279  NAD 83(2011) Y  - -4,547,247.622 (meters)                     COMP
 AB2279  NAD 83(2011) Z  -  4,430,328.179 (meters)                     COMP
 AB2279  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AB2279
 AB2279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2279  Standards:
 AB2279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2279  -------------------------------------------------------------------
 AB2279  NETWORK    0.91   1.41           0.43   0.28   0.72     -0.09305997
 AB2279  -------------------------------------------------------------------
 AB2279  Click here for local accuracies and other accuracy information.
 AB2279
 AB2279.The horizontal coordinates were established by GPS observations
 AB2279.and adjusted by the National Geodetic Survey in June 2012.
 AB2279
 AB2279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2279.been affixed to the stable North American tectonic plate. See 
 AB2279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2279
 AB2279.The horizontal coordinates are valid at the epoch date displayed above
 AB2279.which is a decimal equivalence of Year/Month/Day.
 AB2279
 AB2279.The orthometric height was determined by GPS observations and a
 AB2279.high-resolution geoid model.
 AB2279
 AB2279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2279.GEOID18 height accuracy estimate available here.
 AB2279
 AB2279.Click photographs - Photos may exist for this station.
 AB2279
 AB2279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2279
 AB2279.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2279
 AB2279.The ellipsoidal height was determined by GPS observations
 AB2279.and is referenced to NAD 83.
 AB2279
 AB2279. The following values were computed from the NAD 83(2011) position.
 AB2279
 AB2279;                    North         East     Units Scale Factor Converg.
 AB2279;SPC MI C     -   106,894.569 6,046,863.633   MT  0.99997982   +0 24 52.9
 AB2279;SPC MI C     -   350,703.97 19,838,791.45   iFT  0.99997982   +0 24 52.9
 AB2279;UTM  17      - 4,906,408.116   278,183.824   MT  1.00020515   -1 56 28.8
 AB2279
 AB2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2279!SPC MI C     -   0.99996854  x   0.99997982  =   0.99994836
 AB2279!UTM  17      -   0.99996854  x   1.00020515  =   1.00017369
 AB2279
 AB2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7818306408(NAD 83)
 AB2279
 AB2279                          SUPERSEDED SURVEY CONTROL
 AB2279
 AB2279  NAD 83(2007)-  44 16 37.55527(N)    083 46 46.63662(W) AD(2002.00) 0
 AB2279  ELLIP H (02/10/07)  200.719  (m)                       GP(2002.00)    
 AB2279  ELLIP H (07/12/02)  200.683  (m)                       GP(       ) 4 1
 AB2279  NAD 83(1994)-  44 16 37.55505(N)    083 46 46.63694(W) AD(       ) 1
 AB2279  ELLIP H (02/03/97)  200.696  (m)                       GP(       ) 4 1
 AB2279  NAD 83(1986)-  44 16 37.54453(N)    083 46 46.64645(W) AD(       ) 1
 AB2279
 AB2279.Superseded values are not recommended for survey control.
 AB2279
 AB2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2279.See file dsdata.pdf to determine how the superseded data were derived.
 AB2279
 AB2279_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2279_STAMPING: 35204 1994
 AB2279_MARK LOGO: MIDT
 AB2279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2279+STABILITY: SURFACE MOTION
 AB2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2279+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2279
 AB2279  HISTORY     - Date     Condition        Report By
 AB2279  HISTORY     - 1994     MONUMENTED       MIDT
 AB2279  HISTORY     - 20060114 GOOD             USPSQD
 AB2279
 AB2279                          STATION DESCRIPTION
 AB2279
 AB2279'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2279'STATION IS LOCATED IN QUAD 440833 AND ON FLOYD LAKE QUADRANGLE MAP. IT
 AB2279'IS IN THE NORTHWEST 1/4 OF SECTION 25, T-22-N, R-5-E, IN RENO
 AB2279'TOWNSHIP.  ABOUT 24.5 MI (39.4 KM) SOUTHWEST OF OSCODA, 13.2 MI (21.2
 AB2279'KM) WEST OF TAWAS CITY, AND 4.2 MI (6.8 KM) NORTHEAST OF NATIONAL
 AB2279'CITY, AND IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2279'INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-55, GO EAST 1.2
 AB2279'MI (1.9 KM) ALONG STATE HIGHWAY M-55 TO THE STATION ON THE RIGHT AS
 AB2279'DESCRIBED.  STATION IS 216.0 FT (65.8 M) EAST FROM INTERSECTION OF
 AB2279'STATE HIGHWAY M-55 AND DRIVEWAY TO HOUSE NUMBER 6405, 66.2 FT (20.2 M)
 AB2279'NORTHWEST FROM TELEPHONE BOX, 24.5 FT (7.5 M) SOUTH FROM CENTER OF
 AB2279'STATE HIGHWAY M-55, 19.6 FT (6.0 M) NORTHEAST FROM EAST EDGE OF
 AB2279'CONCRETE CULVERT HEADWALL, AND 3.0 FT (0.9 M) FROM A WITNESS POST.
 AB2279
 AB2279                          STATION RECOVERY (2006)
 AB2279
 AB2279'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2279'THE WITNESS POST NEEDS TO BE REPLACED.  THE TOP HALF IS MISSING AND
 AB2279'THE BOTTOM HALF HAS SPLINTERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2283 ***********************************************************************
 AB2283  DESIGNATION -  35205
 AB2283  PID         -  AB2283
 AB2283  STATE/COUNTY-  MI/IOSCO
 AB2283  COUNTRY     -  US
 AB2283  USGS QUAD   -  HALE SE (2017)
 AB2283
 AB2283                         *CURRENT SURVEY CONTROL
 AB2283  ______________________________________________________________________
 AB2283* NAD 83(2011) POSITION- 44 16 38.25628(N) 083 45 29.50075(W)   ADJUSTED
 AB2283* NAD 83(2011) ELLIP HT-   198.839 (meters)        (06/27/12)   ADJUSTED
 AB2283* NAD 83(2011) EPOCH   -  2010.00
 AB2283* NAVD 88 ORTHO HEIGHT -   234.0   (meters)      768.    (feet) GPS OBS
 AB2283  ______________________________________________________________________
 AB2283  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2283  GEOID HEIGHT    -         -34.93 (meters)                     GEOID93
 AB2283  GEOID HEIGHT    -        -35.188 (meters)                     GEOID18
 AB2283  NAD 83(2011) X  -    497,324.364 (meters)                     COMP
 AB2283  NAD 83(2011) Y  - -4,547,045.647 (meters)                     COMP
 AB2283  NAD 83(2011) Z  -  4,430,342.446 (meters)                     COMP
 AB2283  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AB2283
 AB2283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2283  Standards:
 AB2283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2283  -------------------------------------------------------------------
 AB2283  NETWORK    0.94   1.49           0.44   0.30   0.76     -0.05617876
 AB2283  -------------------------------------------------------------------
 AB2283  Click here for local accuracies and other accuracy information.
 AB2283
 AB2283.The horizontal coordinates were established by GPS observations
 AB2283.and adjusted by the National Geodetic Survey in June 2012.
 AB2283
 AB2283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2283.been affixed to the stable North American tectonic plate. See 
 AB2283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2283
 AB2283.The horizontal coordinates are valid at the epoch date displayed above
 AB2283.which is a decimal equivalence of Year/Month/Day.
 AB2283
 AB2283.The orthometric height was determined by GPS observations and a
 AB2283.high-resolution geoid model.
 AB2283
 AB2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2283.GEOID18 height accuracy estimate available here.
 AB2283
 AB2283.Click photographs - Photos may exist for this station.
 AB2283
 AB2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2283
 AB2283.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2283
 AB2283.The ellipsoidal height was determined by GPS observations
 AB2283.and is referenced to NAD 83.
 AB2283
 AB2283. The following values were computed from the NAD 83(2011) position.
 AB2283
 AB2283;                    North         East     Units Scale Factor Converg.
 AB2283;SPC MI C     -   106,928.843 6,048,573.917   MT  0.99997979   +0 25 47.4
 AB2283;SPC MI C     -   350,816.41 19,844,402.61   iFT  0.99997979   +0 25 47.4
 AB2283;UTM  17      - 4,906,372.043   279,894.448   MT  1.00019585   -1 55 34.9
 AB2283
 AB2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2283!SPC MI C     -   0.99996882  x   0.99997979  =   0.99994861
 AB2283!UTM  17      -   0.99996882  x   1.00019585  =   1.00016467
 AB2283
 AB2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7989406372(NAD 83)
 AB2283
 AB2283                          SUPERSEDED SURVEY CONTROL
 AB2283
 AB2283  NAD 83(2007)-  44 16 38.25731(N)    083 45 29.50087(W) AD(2002.00) 0
 AB2283  ELLIP H (02/10/07)  198.932  (m)                       GP(2002.00)    
 AB2283  ELLIP H (07/12/02)  198.896  (m)                       GP(       ) 4 1
 AB2283  NAD 83(1994)-  44 16 38.25709(N)    083 45 29.50119(W) AD(       ) 1
 AB2283  ELLIP H (02/03/97)  198.909  (m)                       GP(       ) 4 1
 AB2283  NAD 83(1986)-  44 16 38.24663(N)    083 45 29.51047(W) AD(       ) 1
 AB2283
 AB2283.Superseded values are not recommended for survey control.
 AB2283
 AB2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2283.See file dsdata.pdf to determine how the superseded data were derived.
 AB2283
 AB2283_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2283_STAMPING: 35205 1994
 AB2283_MARK LOGO: MIDT
 AB2283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2283+STABILITY: SURFACE MOTION
 AB2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2283+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2022
 AB2283
 AB2283  HISTORY     - Date     Condition        Report By
 AB2283  HISTORY     - 1994     MONUMENTED       MIDT
 AB2283  HISTORY     - 20060114 GOOD             USPSQD
 AB2283  HISTORY     - 20220608 GOOD             ROWEIN
 AB2283
 AB2283                          STATION DESCRIPTION
 AB2283
 AB2283'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2283'STATION IS LOCATED IN QUAD 440833 AND ON THE HALE SOUTHEAST QUADRANGLE
 AB2283'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 19, T-22-N, R-5-E, IN
 AB2283'GRANT TOWNSHIP.  ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HALE, 4.0 MI (6.4
 AB2283'KM) NORTHEAST OF WHITTEMORE, AND 12.5 MI (20.1 KM) WEST OF TAWAS CITY.
 AB2283'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY M-65 AND STATE
 AB2283'HIGHWAY M-55, GO EAST ALONG STATE HIGHWAY M-55 FOR 2.3 MI (3.7 KM) TO
 AB2283'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 33.5 FT (10.2 M)
 AB2283'NORTH FROM CENTER PAVEMENT STATE HIGHWAY 55, 79.0 FT (24.1 M)
 AB2283'SOUTHWEST FROM A UTILITY POLE, 117.3 FT (35.8 M) SOUTHEAST FROM A
 AB2283'UTILITY POLE 134.4 FT (41.0 M) NORTHEAST FROM THE INTERSECTION OF
 AB2283'CHEROKEE STREET AND STATE HIGHWAY M-55, AND 3.0 FT (0.9 M) SOUTH OF A
 AB2283'WITNESS POST.
 AB2283
 AB2283                          STATION RECOVERY (2006)
 AB2283
 AB2283'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2283'RECOVERED IN GOOD CONDITION.
 AB2283
 AB2283                          STATION RECOVERY (2022)
 AB2283
 AB2283'RECOVERY NOTE BY ROWE INCORPORATED 2022 (SS)
 AB2283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2286 ***********************************************************************
 AB2286  DESIGNATION -  35206
 AB2286  PID         -  AB2286
 AB2286  STATE/COUNTY-  MI/IOSCO
 AB2286  COUNTRY     -  US
 AB2286  USGS QUAD   -  WHITTEMORE (2017)
 AB2286
 AB2286                         *CURRENT SURVEY CONTROL
 AB2286  ______________________________________________________________________
 AB2286* NAD 83(2011) POSITION- 44 10 25.26329(N) 083 45 49.00212(W)   ADJUSTED
 AB2286* NAD 83(2011) ELLIP HT-   159.635 (meters)        (06/27/12)   ADJUSTED
 AB2286* NAD 83(2011) EPOCH   -  2010.00
 AB2286* NAVD 88 ORTHO HEIGHT -   194.8   (meters)      639.    (feet) GPS OBS
 AB2286  ______________________________________________________________________
 AB2286  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2286  GEOID HEIGHT    -         -34.92 (meters)                     GEOID93
 AB2286  GEOID HEIGHT    -        -35.195 (meters)                     GEOID18
 AB2286  NAD 83(2011) X  -    497,763.729 (meters)                     COMP
 AB2286  NAD 83(2011) Y  - -4,555,047.348 (meters)                     COMP
 AB2286  NAD 83(2011) Z  -  4,422,064.863 (meters)                     COMP
 AB2286  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AB2286
 AB2286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2286  Standards:
 AB2286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2286  -------------------------------------------------------------------
 AB2286  NETWORK    0.82   1.35           0.37   0.29   0.69     -0.06622049
 AB2286  -------------------------------------------------------------------
 AB2286  Click here for local accuracies and other accuracy information.
 AB2286
 AB2286.The horizontal coordinates were established by GPS observations
 AB2286.and adjusted by the National Geodetic Survey in June 2012.
 AB2286
 AB2286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2286.been affixed to the stable North American tectonic plate. See 
 AB2286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2286
 AB2286.The horizontal coordinates are valid at the epoch date displayed above
 AB2286.which is a decimal equivalence of Year/Month/Day.
 AB2286
 AB2286.The orthometric height was determined by GPS observations and a
 AB2286.high-resolution geoid model.
 AB2286
 AB2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2286.GEOID18 height accuracy estimate available here.
 AB2286
 AB2286.Click photographs - Photos may exist for this station.
 AB2286
 AB2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2286
 AB2286.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2286
 AB2286.The ellipsoidal height was determined by GPS observations
 AB2286.and is referenced to NAD 83.
 AB2286
 AB2286. The following values were computed from the NAD 83(2011) position.
 AB2286
 AB2286;                    North         East     Units Scale Factor Converg.
 AB2286;SPC MI C     -    95,413.335 6,048,227.082   MT  1.00000223   +0 25 33.6
 AB2286;SPC MI C     -   313,035.88 19,843,264.70   iFT  1.00000223   +0 25 33.6
 AB2286;UTM  17      - 4,894,878.121   279,074.679   MT  1.00020031   -1 55 35.6
 AB2286
 AB2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2286!SPC MI C     -   0.99997497  x   1.00000223  =   0.99997720
 AB2286!UTM  17      -   0.99997497  x   1.00020031  =   1.00017527
 AB2286
 AB2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7907494878(NAD 83)
 AB2286
 AB2286                          SUPERSEDED SURVEY CONTROL
 AB2286
 AB2286  NAD 83(2007)-  44 10 25.26426(N)    083 45 49.00225(W) AD(2002.00) 0
 AB2286  ELLIP H (02/10/07)  159.726  (m)                       GP(2002.00)    
 AB2286  ELLIP H (07/12/02)  159.688  (m)                       GP(       ) 4 1
 AB2286  NAD 83(1994)-  44 10 25.26400(N)    083 45 49.00257(W) AD(       ) 1
 AB2286  ELLIP H (02/03/97)  159.702  (m)                       GP(       ) 4 1
 AB2286  NAD 83(1986)-  44 10 25.25366(N)    083 45 49.01269(W) AD(       ) 1
 AB2286
 AB2286.Superseded values are not recommended for survey control.
 AB2286
 AB2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2286.See file dsdata.pdf to determine how the superseded data were derived.
 AB2286
 AB2286_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2286_STAMPING: 35206 1994
 AB2286_MARK LOGO: MIDT
 AB2286_PROJECTION: FLUSH
 AB2286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2286+STABILITY: SURFACE MOTION
 AB2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2286+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AB2286
 AB2286  HISTORY     - Date     Condition        Report By
 AB2286  HISTORY     - 1994     MONUMENTED       MIDT
 AB2286  HISTORY     - 20060114 GOOD             USPSQD
 AB2286  HISTORY     - 20070613 GOOD             MIDT
 AB2286
 AB2286                          STATION DESCRIPTION
 AB2286
 AB2286'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2286'STATION IS LOCATED IN QUAD 440833 AND ON WHITTEMORE QUADRANGLE MAP. IT
 AB2286'IS JUST INTO THE NORTHEAST 1/4 OF SECTION 36, T-21-N, R-5-E, IN
 AB2286'BURLEIGH TOWNSHIP.  ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF TAWAS CITY,
 AB2286'4.6 MI (7.4 KM) SOUTHEAST OF WHITTEMORE, 2.8 MI (4.5 KM) NORTHEAST OF
 AB2286'TURNER, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2286'THE POST OFFICE IN TURNER, GO EAST 1.0 MI (1.6 KM) ALONG TURNER ROAD
 AB2286'TO CROSSROAD, LENTNER ROAD.  TURN LEFT AND GO NORTH 1.4 MI (2.3 KM)
 AB2286'ALONG LENTNER ROAD TO DYER ROAD (THE COUNTY LINE) .  TURN RIGHT AND GO
 AB2286'EAST 0.2 MI (0.3 KM) ALONG DYER ROAD TO T-ROAD LEFT, BRITT ROAD.  TURN
 AB2286'LEFT AND GO NORTH 0.8 MI (1.3 KM) ALONG BRITT ROAD TO STATION ON THE
 AB2286'RIGHT AS DESCRIBED.  STATION IS 84.4 FT (25.7 M) SOUTHEAST FROM EAST
 AB2286'RAIL OF D AND M RAILROAD TRACKS, 52.0 FT (15.8 M) EAST FROM SOUTH END
 AB2286'OF A 1.5 FT (0.5 M) DIAMETER CULVERT, 28.0 FT (8.5 M) WEST FROM FENCE
 AB2286'LINE, 21.1 FT (6.4 M) EAST FROM CENTER OF BRITT ROAD, AND 3.0 FEET
 AB2286'(0.9 M) WEST FROM CARSONITE WITNESS POST.
 AB2286
 AB2286                          STATION RECOVERY (2006)
 AB2286
 AB2286'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2286'RECOVERED IN GOOD CONDITION.
 AB2286
 AB2286                          STATION RECOVERY (2007)
 AB2286
 AB2286'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 AB2286'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2280 ***********************************************************************
 AB2280  DESIGNATION -  35207
 AB2280  PID         -  AB2280
 AB2280  STATE/COUNTY-  MI/IOSCO
 AB2280  COUNTRY     -  US
 AB2280  USGS QUAD   -  WHITTEMORE (2017)
 AB2280
 AB2280                         *CURRENT SURVEY CONTROL
 AB2280  ______________________________________________________________________
 AB2280* NAD 83(2011) POSITION- 44 11 26.71550(N) 083 45 06.70070(W)   ADJUSTED
 AB2280* NAD 83(2011) ELLIP HT-   161.326 (meters)        (06/27/12)   ADJUSTED
 AB2280* NAD 83(2011) EPOCH   -  2010.00
 AB2280* NAVD 88 ORTHO HEIGHT -   196.5   (meters)      645.    (feet) GPS OBS
 AB2280  ______________________________________________________________________
 AB2280  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB2280  GEOID HEIGHT    -         -34.92 (meters)                     GEOID93
 AB2280  GEOID HEIGHT    -        -35.201 (meters)                     GEOID18
 AB2280  NAD 83(2011) X  -    498,554.138 (meters)                     COMP
 AB2280  NAD 83(2011) Y  - -4,553,632.266 (meters)                     COMP
 AB2280  NAD 83(2011) Z  -  4,423,426.289 (meters)                     COMP
 AB2280  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 AB2280
 AB2280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2280  Standards:
 AB2280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2280  -------------------------------------------------------------------
 AB2280  NETWORK    0.89   1.41           0.42   0.28   0.72     -0.09188824
 AB2280  -------------------------------------------------------------------
 AB2280  Click here for local accuracies and other accuracy information.
 AB2280
 AB2280.The horizontal coordinates were established by GPS observations
 AB2280.and adjusted by the National Geodetic Survey in June 2012.
 AB2280
 AB2280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2280.been affixed to the stable North American tectonic plate. See 
 AB2280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2280
 AB2280.The horizontal coordinates are valid at the epoch date displayed above
 AB2280.which is a decimal equivalence of Year/Month/Day.
 AB2280
 AB2280.The orthometric height was determined by GPS observations and a
 AB2280.high-resolution geoid model.
 AB2280
 AB2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2280.GEOID18 height accuracy estimate available here.
 AB2280
 AB2280.Click photographs - Photos may exist for this station.
 AB2280
 AB2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2280
 AB2280.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2280
 AB2280.The ellipsoidal height was determined by GPS observations
 AB2280.and is referenced to NAD 83.
 AB2280
 AB2280. The following values were computed from the NAD 83(2011) position.
 AB2280
 AB2280;                    North         East     Units Scale Factor Converg.
 AB2280;SPC MI C     -    97,317.089 6,049,152.381   MT  0.99999831   +0 26 03.5
 AB2280;SPC MI C     -   319,281.79 19,846,300.46   iFT  0.99999831   +0 26 03.5
 AB2280;UTM  17      - 4,896,742.650   280,077.554   MT  1.00019487   -1 55 08.2
 AB2280
 AB2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2280!SPC MI C     -   0.99997470  x   0.99999831  =   0.99997301
 AB2280!UTM  17      -   0.99997470  x   1.00019487  =   1.00016957
 AB2280
 AB2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8007796742(NAD 83)
 AB2280
 AB2280                          SUPERSEDED SURVEY CONTROL
 AB2280
 AB2280  NAD 83(2007)-  44 11 26.71649(N)    083 45 06.70083(W) AD(2002.00) 0
 AB2280  ELLIP H (02/10/07)  161.417  (m)                       GP(2002.00)    
 AB2280  ELLIP H (07/12/02)  161.381  (m)                       GP(       ) 4 1
 AB2280  NAD 83(1994)-  44 11 26.71624(N)    083 45 06.70115(W) AD(       ) 1
 AB2280  ELLIP H (02/03/97)  161.394  (m)                       GP(       ) 4 1
 AB2280  NAD 83(1986)-  44 11 26.70584(N)    083 45 06.71113(W) AD(       ) 1
 AB2280
 AB2280.Superseded values are not recommended for survey control.
 AB2280
 AB2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2280.See file dsdata.pdf to determine how the superseded data were derived.
 AB2280
 AB2280_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2280_STAMPING: 35207 1994
 AB2280_MARK LOGO: MIDT
 AB2280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2280+STABILITY: SURFACE MOTION
 AB2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2280+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2280
 AB2280  HISTORY     - Date     Condition        Report By
 AB2280  HISTORY     - 1994     MONUMENTED       MIDT
 AB2280  HISTORY     - 20060114 GOOD             USPSQD
 AB2280
 AB2280                          STATION DESCRIPTION
 AB2280
 AB2280'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2280'STATION IS LOCATED IN QUAD 440833 AND ON WHITTEMORE QUADRANGLE MAP. IT
 AB2280'IS IN THE SOUTHEAST 1/4 OF SECTION 19, T-21-N, R-6-E, IN SHERMAN
 AB2280'TOWNSHIP.  ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF TAWAS CITY, 3.8 MI
 AB2280'(6.1 KM) NORTHEAST OF TURNER, AND 3.4 MI (5.5 KM) SOUTHWEST OF
 AB2280'NATIONAL CITY, AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 AB2280'FROM THE POST OFFICE IN TURNER, GO EAST 1.0 MI (1.6 KM) ALONG TURNER
 AB2280'ROAD TO LENTNER ROAD.  TURN LEFT AND GO NORTH 1.4 MI (2.3 KM) ALONG
 AB2280'LENTNER ROAD TO DYER ROAD AT THE COUNTY LINE.  TURN RIGHT AND GO EAST
 AB2280'0.2 MI (0.3 KM) ALONG DYER ROAD TO BRITT ROAD.  TURN LEFT AND GO NORTH
 AB2280'2.0 MI (3.2 KM) ALONG BRITT ROAD TO TURTLE ROAD.  TURN RIGHT AND GO
 AB2280'EAST 0.6 MI (1.0 KM) ALONG TURTLE ROAD TO JUST BEYOND THE RAILROAD AND
 AB2280'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 91.0 FT (27.7 M)
 AB2280'EAST FROM EAST RAIL OF RAILROAD TRACKS, 29.6 FT (9.0 M) SOUTHWEST FROM
 AB2280'UTILITY POLE, 28.8 FT (8.8 M) SOUTH FROM EAST LEG OF POWER LINE TOWER,
 AB2280'19.5 FT (5.9 M) NORTH FROM CENTER OF TURTLE ROAD, AND 3.0 FEET (0.9 M)
 AB2280'SOUTH FROM CARSONITE FROM WITNESS MARKER.
 AB2280
 AB2280                          STATION RECOVERY (2006)
 AB2280
 AB2280'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0201 ***********************************************************************
 PL0201  DESIGNATION -  356
 PL0201  PID         -  PL0201
 PL0201  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0201  COUNTRY     -  US
 PL0201  USGS QUAD   -  FIFE LAKE (2017)
 PL0201
 PL0201                         *CURRENT SURVEY CONTROL
 PL0201  ______________________________________________________________________
 PL0201* NAD 83(1994) POSITION- 44 33 39.80131(N) 085 22 17.44914(W)   ADJUSTED
 PL0201* NAD 83(1994) ELLIP HT-   292.912 (meters)        (02/03/97)   ADJUSTED
 PL0201* NAVD 88 ORTHO HEIGHT -   326.611 (meters)     1071.56  (feet) ADJUSTED
 PL0201  ______________________________________________________________________
 PL0201  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 PL0201  NAD 83(1994) X  -    367,334.158 (meters)                     COMP
 PL0201  NAD 83(1994) Y  - -4,537,313.783 (meters)                     COMP
 PL0201  NAD 83(1994) Z  -  4,452,930.367 (meters)                     COMP
 PL0201  LAPLACE CORR    -          3.26  (seconds)                    DEFLEC18
 PL0201  DYNAMIC HEIGHT  -        326.579 (meters)     1071.45  (feet) COMP
 PL0201  MODELED GRAVITY -    980,507.6   (mgal)                       NAVD 88
 PL0201
 PL0201  HORZ ORDER      -  FIRST
 PL0201  VERT ORDER      -  SECOND    CLASS 0
 PL0201  ELLP ORDER      -  FOURTH    CLASS I
 PL0201
 PL0201.The horizontal coordinates were established by GPS observations
 PL0201.and adjusted by the National Geodetic Survey in February 1997.
 PL0201
 PL0201.The orthometric height was determined by differential leveling and
 PL0201.adjusted by the NATIONAL GEODETIC SURVEY
 PL0201.in June 1991.
 PL0201
 PL0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0201.GEOID18 height accuracy estimate available here.
 PL0201
 PL0201.Click photographs - Photos may exist for this station.
 PL0201
 PL0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0201
 PL0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0201
 PL0201.The ellipsoidal height was determined by GPS observations
 PL0201.and is referenced to NAD 83.
 PL0201
 PL0201.The dynamic height is computed by dividing the NAVD 88
 PL0201.geopotential number by the normal gravity value computed on the
 PL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0201.degrees latitude (g = 980.6199 gals.).
 PL0201
 PL0201.The modeled gravity was interpolated from observed gravity values.
 PL0201
 PL0201. The following values were computed from the NAD 83(1994) position.
 PL0201
 PL0201;                    North         East     Units Scale Factor Converg.
 PL0201;SPC MI C     -   138,771.518 5,920,175.649   MT  0.99993484   -0 42 35.4
 PL0201;SPC MI C     -   455,287.13 19,423,148.45   iFT  0.99993484   -0 42 35.4
 PL0201;UTM  16      - 4,935,480.919   629,326.115   MT  0.99980568   +1 08 34.1
 PL0201
 PL0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0201!SPC MI C     -   0.99995408  x   0.99993484  =   0.99988892
 PL0201!UTM  16      -   0.99995408  x   0.99980568  =   0.99975976
 PL0201
 PL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2932635480(NAD 83)
 PL0201
 PL0201                          SUPERSEDED SURVEY CONTROL
 PL0201
 PL0201  NAD 83(1986)-  44 33 39.79880(N)    085 22 17.44891(W) AD(       ) 1
 PL0201  NGVD 29 (??/??/92)  326.697  (m)         1071.84   (f) ADJ UNCH    2 0
 PL0201
 PL0201.Superseded values are not recommended for survey control.
 PL0201
 PL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0201.See file dsdata.pdf to determine how the superseded data were derived.
 PL0201
 PL0201_MARKER: Z = SEE DESCRIPTION
 PL0201_SETTING: 0 = UNSPECIFIED SETTING
 PL0201_STAMPING: 356
 PL0201_MARK LOGO: PRR
 PL0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0201+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2016
 PL0201
 PL0201  HISTORY     - Date     Condition        Report By
 PL0201  HISTORY     - UNK      MONUMENTED       PRR
 PL0201  HISTORY     - 1934     GOOD             CGS
 PL0201  HISTORY     - 19930406 GOOD             MIDT
 PL0201  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0201  HISTORY     - 20060410 GOOD             GEOCAC
 PL0201  HISTORY     - 20160509 GOOD             GEODES
 PL0201
 PL0201                          STATION DESCRIPTION
 PL0201
 PL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0201'1.7 MI S FROM FIFE LAKE.
 PL0201'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0201'AT FIFE LAKE, GRAND TRAVERSE COUNTY, OPPOSITE MILEPOST 356,
 PL0201'AT THE MIDDLE OF A CUT, IN THE CENTER OF A DITCH ALONG THE
 PL0201'EAST SIDE OF THE RAILROAD BED, 2 YARDS EAST OF THE EAST RAIL,
 PL0201'AND 6 INCHES LOWER THAN THE RAIL.  THE TOP OF A VERTICAL RAIL,
 PL0201'STAMPED 356 AND PROJECTING 6 INCHES ABOVE GROUND.
 PL0201
 PL0201                          STATION RECOVERY (1993)
 PL0201
 PL0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0201'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0201'IS IN THE SOUTHWEST 1/4 OF SECTION 14, T-25-N, R-9-W, FIFE LAKE
 PL0201'TOWNSHIP.  ABOUT 9 MI (14.5 KM) SOUTHWEST FROM SOUTH BOARDMAN, ABOUT
 PL0201'13.5 MI (21.7 KM) NORTH OF MANTON AND ABOUT 10.5 MI (16.9 KM)
 PL0201'SOUTHEAST OF KINGSLEY.
 PL0201'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-113 AND UNITED STATES
 PL0201'HIGHWAY 131, GO NORTH 3.0 MI (4.8 KM) ALONG UNITED STATES HIGHWAY 131
 PL0201'TO A TWO-TRACK ON THE LEFT. TURN LEFT AND GO SOUTHWEST 0.3 MI
 PL0201'(0.5 KM) ALONG THE TWO-TRACK TO THE STATION ON THE RIGHT, ABOUT 110.0
 PL0201'FT (33.5 M) NORTH OF THE TWO-TRACK ON THE SOUTHEAST SIDE OF THE
 PL0201'RAILOAD TRACKS AS DESCRIBED.
 PL0201'STATION IS A VERTICAL RAILROAD RAIL DRIVEN IN THE GROUND TO 3 CM BELOW
 PL0201'THE SURFACE. IT IS 6.2 FT (1.9 M) SOUTHEAST OF THE EASTERLY RAILROAD
 PL0201'RAIL, 28.2 FT (8.6 M) SOUTHEAST OF MILE MARKER 356, 67.0 FT (20.4 M)
 PL0201'SOUTH OF A WHISTLE SIGN AND 160.0 FT (48.8 M) SOUTH OF THE BEGINNING
 PL0201'OF CURVE IN RAILROAD TRACKS TO NORTH.
 PL0201
 PL0201                          STATION RECOVERY (1999)
 PL0201
 PL0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0201'MARK NOT FOUND.
 PL0201
 PL0201                          STATION RECOVERY (2006)
 PL0201
 PL0201'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0201'(ADD) 2.4 METERS (8.0 FEET) NORTHWEST OF CARSONITE WITNESS POST, 6
 PL0201'INCHES BELOW GROUND LEVEL.
 PL0201
 PL0201                          STATION RECOVERY (2016)
 PL0201
 PL0201'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2016 (GMB)
 PL0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0354 ***********************************************************************
 NE0354  DESIGNATION -  36 1/2
 NE0354  PID         -  NE0354
 NE0354  STATE/COUNTY-  MI/OAKLAND
 NE0354  COUNTRY     -  US
 NE0354  USGS QUAD   -  CLARKSTON (2017)
 NE0354
 NE0354                         *CURRENT SURVEY CONTROL
 NE0354  ______________________________________________________________________
 NE0354* NAD 83(1986) POSITION- 42 42 45.     (N) 083 27 57.     (W)   SCALED
 NE0354* NAVD 88 ORTHO HEIGHT -   310.715 (meters)     1019.40  (feet) ADJUSTED
 NE0354  ______________________________________________________________________
 NE0354  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 NE0354  DYNAMIC HEIGHT  -        310.622 (meters)     1019.10  (feet) COMP
 NE0354  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 NE0354
 NE0354  VERT ORDER      -  SECOND    CLASS 0
 NE0354
 NE0354.The horizontal coordinates were scaled from a map and have
 NE0354.an estimated accuracy of +/- 6 seconds.
 NE0354
 NE0354.The orthometric height was determined by differential leveling and
 NE0354.adjusted by the NATIONAL GEODETIC SURVEY
 NE0354.in June 1991.
 NE0354
 NE0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0354.GEOID18 height accuracy estimate available here.
 NE0354
 NE0354.Click photographs - Photos may exist for this station.
 NE0354
 NE0354.The dynamic height is computed by dividing the NAVD 88
 NE0354.geopotential number by the normal gravity value computed on the
 NE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0354.degrees latitude (g = 980.6199 gals.).
 NE0354
 NE0354.The modeled gravity was interpolated from observed gravity values.
 NE0354
 NE0354;                    North         East    Units  Estimated Accuracy
 NE0354;SPC MI S     -   135,080.    4,073,790.      MT  (+/- 180 meters Scaled)
 NE0354
 NE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH980318(NAD 83)
 NE0354
 NE0354                          SUPERSEDED SURVEY CONTROL
 NE0354
 NE0354  NGVD 29 (??/??/92)  310.798  (m)         1019.68   (f) ADJ UNCH    2 0
 NE0354
 NE0354.Superseded values are not recommended for survey control.
 NE0354
 NE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0354.See file dsdata.pdf to determine how the superseded data were derived.
 NE0354
 NE0354_MARKER: B = BOLT
 NE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0354_STAMPING: 36-1/2
 NE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0354+STABILITY: SURFACE MOTION
 NE0354
 NE0354  HISTORY     - Date     Condition        Report By
 NE0354  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0354  HISTORY     - 1934     GOOD             CGS
 NE0354  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0354
 NE0354                          STATION DESCRIPTION
 NE0354
 NE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0354'1.4 MI NW FROM CLARKSTON.
 NE0354'1.4 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0354'THE STATION AT CLARKSTON, OAKLAND COUNTY, 0.5 MILE NORTHWEST
 NE0354'OF MILEPOST D 36, 825 YARDS SOUTHEAST OF A ROAD CROSSING, 30
 NE0354'YARDS EAST OF A WHISTLE POST, 40 FEET NORTHEAST OF THE NORTHEAST
 NE0354'RAIL, AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT, STAMPED
 NE0354'36-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0354
 NE0354                          STATION RECOVERY (2002)
 NE0354
 NE0354'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0312 ***********************************************************************
 OK0312  DESIGNATION -  36 1/2
 OK0312  PID         -  OK0312
 OK0312  STATE/COUNTY-  MI/MONTCALM
 OK0312  COUNTRY     -  US
 OK0312  USGS QUAD   -  GREENVILLE EAST (2017)
 OK0312
 OK0312                         *CURRENT SURVEY CONTROL
 OK0312  ______________________________________________________________________
 OK0312* NAD 83(1986) POSITION- 43 11 05.     (N) 085 10 41.     (W)   SCALED
 OK0312* NAVD 88 ORTHO HEIGHT -   268.847 (meters)      882.04  (feet) ADJUSTED
 OK0312  ______________________________________________________________________
 OK0312  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 OK0312  DYNAMIC HEIGHT  -        268.789 (meters)      881.85  (feet) COMP
 OK0312  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 OK0312
 OK0312  VERT ORDER      -  SECOND    CLASS 0
 OK0312
 OK0312.The horizontal coordinates were scaled from a map and have
 OK0312.an estimated accuracy of +/- 6 seconds.
 OK0312
 OK0312.The orthometric height was determined by differential leveling and
 OK0312.adjusted by the NATIONAL GEODETIC SURVEY
 OK0312.in June 1991.
 OK0312
 OK0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0312.GEOID18 height accuracy estimate available here.
 OK0312
 OK0312.Click photographs - Photos may exist for this station.
 OK0312
 OK0312.The dynamic height is computed by dividing the NAVD 88
 OK0312.geopotential number by the normal gravity value computed on the
 OK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0312.degrees latitude (g = 980.6199 gals.).
 OK0312
 OK0312.The modeled gravity was interpolated from observed gravity values.
 OK0312
 OK0312;                    North         East    Units  Estimated Accuracy
 OK0312;SPC MI S     -   187,450.    3,934,040.      MT  (+/- 180 meters Scaled)
 OK0312
 OK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN480829(NAD 83)
 OK0312
 OK0312                          SUPERSEDED SURVEY CONTROL
 OK0312
 OK0312  NGVD 29 (??/??/92)  268.978  (m)          882.47   (f) ADJ UNCH    2 0
 OK0312
 OK0312.Superseded values are not recommended for survey control.
 OK0312
 OK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0312.See file dsdata.pdf to determine how the superseded data were derived.
 OK0312
 OK0312_MARKER: Z = SEE DESCRIPTION
 OK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0312_STAMPING: 36-1/2
 OK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0312+STABILITY: SURFACE MOTION
 OK0312
 OK0312  HISTORY     - Date     Condition        Report By
 OK0312  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0312  HISTORY     - 1934     GOOD             CGS
 OK0312  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0312  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0312
 OK0312                          STATION DESCRIPTION
 OK0312
 OK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0312'1.5 MI W FROM MILLERS.
 OK0312'1.3 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0312'AT MILLERS, 1/2 MILE WEST OF A ROAD CROSSING, AT THE TOP OF A
 OK0312'CUT, 33 FEET NORTH OF THE NORTH RAIL, AND ABOUT 6 FEET HIGHER
 OK0312'THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 36-1/2 AND SET IN
 OK0312'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0312'GROUND.
 OK0312
 OK0312                          STATION RECOVERY (1969)
 OK0312
 OK0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0312'MARK NOT FOUND.
 OK0312
 OK0312                          STATION RECOVERY (2001)
 OK0312
 OK0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0451 ***********************************************************************
 NE0451  DESIGNATION -  36 3
 NE0451  PID         -  NE0451
 NE0451  STATE/COUNTY-  MI/OAKLAND
 NE0451  COUNTRY     -  US
 NE0451  USGS QUAD   -  BIRMINGHAM (2017)
 NE0451
 NE0451                         *CURRENT SURVEY CONTROL
 NE0451  ______________________________________________________________________
 NE0451* NAD 83(1986) POSITION- 42 32 44.87   (N) 083 12 54.28   (W)   HD_HELD1
 NE0451* NAVD 88 ORTHO HEIGHT -   237.991 (meters)      780.81  (feet) ADJUSTED
 NE0451  ______________________________________________________________________
 NE0451  GEOID HEIGHT    -        -34.248 (meters)                     GEOID18
 NE0451  DYNAMIC HEIGHT  -        237.923 (meters)      780.59  (feet) COMP
 NE0451  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 NE0451
 NE0451  VERT ORDER      -  SECOND    CLASS 0
 NE0451
 NE0451.The horizontal coordinates were determined by differentially corrected
 NE0451.hand held GPS observations or other comparable positioning techniques
 NE0451.and have an estimated accuracy of +/- 3 meters.
 NE0451
 NE0451.The orthometric height was determined by differential leveling and
 NE0451.adjusted by the NATIONAL GEODETIC SURVEY
 NE0451.in June 1991.
 NE0451
 NE0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0451.GEOID18 height accuracy estimate available here.
 NE0451
 NE0451.Click photographs - Photos may exist for this station.
 NE0451
 NE0451.The dynamic height is computed by dividing the NAVD 88
 NE0451.geopotential number by the normal gravity value computed on the
 NE0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0451.degrees latitude (g = 980.6199 gals.).
 NE0451
 NE0451.The modeled gravity was interpolated from observed gravity values.
 NE0451
 NE0451;                    North         East    Units  Estimated Accuracy
 NE0451;SPC MI S     -   116,811.3   4,094,580.2     MT  (+/- 3 meters HH1 GPS) 
 NE0451
 NE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1812412756(NAD 83)
 NE0451
 NE0451                          SUPERSEDED SURVEY CONTROL
 NE0451
 NE0451  NGVD 29 (??/??/92)  238.120  (m)          781.23   (f) ADJ UNCH    2 0
 NE0451
 NE0451.Superseded values are not recommended for survey control.
 NE0451
 NE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0451.See file dsdata.pdf to determine how the superseded data were derived.
 NE0451
 NE0451_MARKER: DD = SURVEY DISK
 NE0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0451_MARK LOGO: NONE
 NE0451_PROJECTION: FLUSH
 NE0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0451+STABILITY: SURFACE MOTION
 NE0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0451+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2019
 NE0451
 NE0451  HISTORY     - Date     Condition        Report By
 NE0451  HISTORY     - UNK      MONUMENTED       MI0490
 NE0451  HISTORY     - 1952     GOOD             CGS
 NE0451  HISTORY     - 1983     GOOD             USPSQD
 NE0451  HISTORY     - 19941012 GOOD             LOCENG
 NE0451  HISTORY     - 19970426 GOOD             USPSQD
 NE0451  HISTORY     - 20000808 GOOD             WOOLPT
 NE0451  HISTORY     - 20050113 GOOD             INDIV
 NE0451  HISTORY     - 20060314 GOOD             INDIV
 NE0451  HISTORY     - 20190508 SEE DESCRIPTION  NONE
 NE0451
 NE0451                          STATION DESCRIPTION
 NE0451
 NE0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0451'AT BIRMINGHAM.
 NE0451'AT BIRMINGHAM, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF
 NE0451'INTERSECTION OF PIERCE AND MARTIN STREETS, 16 YARDS SOUTHWEST
 NE0451'FROM INTERSECTION OF THE STREETS, AT THE NORTHEAST CORNER OF
 NE0451'THE MUNICIPAL BUILDING LAWN, 11 YARDS SOUTH OF CENTERLINE OF
 NE0451'PIERCE STREET, 10 YARDS WEST OF MARTIN STREET AND LEVEL WITH
 NE0451'THE SURFACE OF THE SIDEWALK.  A CITY OF BIRMINGHAM STANDARD
 NE0451'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0451
 NE0451                          STATION RECOVERY (1983)
 NE0451
 NE0451'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (1994)
 NE0451
 NE0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0451'RECOVERED AS DESCRIBED.
 NE0451
 NE0451                          STATION RECOVERY (1997)
 NE0451
 NE0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2000)
 NE0451
 NE0451'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2005)
 NE0451
 NE0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ANB)
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2006)
 NE0451
 NE0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0451'FOUND IN GOOD CONDITION AS DESCRIBED
 NE0451
 NE0451                          STATION RECOVERY (2019)
 NE0451
 NE0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BAD)
 NE0451'SURFACE OF MARK SHOWS EXTENSIVE GOUGING AND POSSIBLE DISTURBANCE.
 NE0451'CONCRETE POST NOT FOUND.  MARK IS UNUSUALLY FLUSH WITH NEW SIDEWALK.
 NE0451'REAL TIME KINEMATIC AND RAPID STATIC OBSERVATIONS INDICATE THE
 NE0451'ORTHOMETRIC HEIGHT OF MARK MAY BE APPROXIMATELY 0.26 FT (8 CM) LOWER
 NE0451'THAN PUBLISHED VALUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5161 ***********************************************************************
 AA5161  DESIGNATION -  36 34 4
 AA5161  PID         -  AA5161
 AA5161  STATE/COUNTY-  MI/OAKLAND
 AA5161  COUNTRY     -  US
 AA5161  USGS QUAD   -  BIRMINGHAM (2017)
 AA5161
 AA5161                         *CURRENT SURVEY CONTROL
 AA5161  ______________________________________________________________________
 AA5161* NAD 83(2011) POSITION- 42 32 52.50866(N) 083 08 48.52405(W)   ADJUSTED
 AA5161* NAD 83(2011) ELLIP HT-   169.347 (meters)        (06/27/12)   ADJUSTED
 AA5161* NAD 83(2011) EPOCH   -  2010.00
 AA5161* NAVD 88 ORTHO HEIGHT -   203.5   (meters)      668.    (feet) GPS OBS
 AA5161  ______________________________________________________________________
 AA5161  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5161  GEOID HEIGHT    -         -34.27 (meters)                     GEOID93
 AA5161  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 AA5161  NAD 83(2011) X  -    561,568.575 (meters)                     COMP
 AA5161  NAD 83(2011) Y  - -4,672,558.497 (meters)                     COMP
 AA5161  NAD 83(2011) Z  -  4,290,752.279 (meters)                     COMP
 AA5161  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 AA5161
 AA5161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5161  Standards:
 AA5161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5161  -------------------------------------------------------------------
 AA5161  NETWORK    0.55   0.61           0.25   0.19   0.31      0.04640070
 AA5161  -------------------------------------------------------------------
 AA5161  Click here for local accuracies and other accuracy information.
 AA5161
 AA5161.The horizontal coordinates were established by GPS observations
 AA5161.and adjusted by the National Geodetic Survey in June 2012.
 AA5161
 AA5161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5161.been affixed to the stable North American tectonic plate. See 
 AA5161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5161
 AA5161.The horizontal coordinates are valid at the epoch date displayed above
 AA5161.which is a decimal equivalence of Year/Month/Day.
 AA5161
 AA5161.The orthometric height was determined by GPS observations and a
 AA5161.high-resolution geoid model.
 AA5161
 AA5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5161.GEOID18 height accuracy estimate available here.
 AA5161
 AA5161.Click photographs - Photos may exist for this station.
 AA5161
 AA5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5161
 AA5161.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5161
 AA5161.The ellipsoidal height was determined by GPS observations
 AA5161.and is referenced to NAD 83.
 AA5161
 AA5161. The following values were computed from the NAD 83(2011) position.
 AA5161
 AA5161;                    North         East     Units Scale Factor Converg.
 AA5161;SPC MI S     -   117,125.873 4,100,183.119   MT  0.99992409   +0 49 48.5
 AA5161;SPC MI S     -   384,271.24 13,452,044.35   iFT  0.99992409   +0 49 48.5
 AA5161;UTM  17      - 4,712,847.495   323,735.895   MT  0.99998226   -1 27 07.4
 AA5161
 AA5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5161!SPC MI S     -   0.99997344  x   0.99992409  =   0.99989753
 AA5161!UTM  17      -   0.99997344  x   0.99998226  =   0.99995570
 AA5161
 AA5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2373512847(NAD 83)
 AA5161
 AA5161                          SUPERSEDED SURVEY CONTROL
 AA5161
 AA5161  NAD 83(2007)-  42 32 52.50875(N)    083 08 48.52505(W) AD(2002.00) 0
 AA5161  ELLIP H (02/10/07)  169.344  (m)                       GP(2002.00)    
 AA5161  ELLIP H (07/12/02)  169.375  (m)                       GP(       ) 4 1
 AA5161  NAD 83(1994)-  42 32 52.50873(N)    083 08 48.52506(W) AD(       ) 1
 AA5161  ELLIP H (02/03/97)  169.416  (m)                       GP(       ) 4 1
 AA5161  NAD 83(1986)-  42 32 52.51274(N)    083 08 48.55662(W) AD(       ) 1
 AA5161  NAD 83(1986)-  42 32 52.51397(N)    083 08 48.54842(W) AD(       ) 1
 AA5161  NAVD 88 (09/30/94)  203.7    (m)  GEOID93  model used  GPS OBS        
 AA5161
 AA5161.Superseded values are not recommended for survey control.
 AA5161
 AA5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5161.See file dsdata.pdf to determine how the superseded data were derived.
 AA5161
 AA5161_MARKER: DB = BENCH MARK DISK
 AA5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5161_STAMPING: 36-34-4 1989
 AA5161_MARK LOGO: MI4905
 AA5161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5161+STABILITY: SURFACE MOTION
 AA5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5161+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA5161
 AA5161  HISTORY     - Date     Condition        Report By
 AA5161  HISTORY     - 1989     MONUMENTED       MI4905
 AA5161  HISTORY     - 1989     GOOD             WADTRI
 AA5161  HISTORY     - 20010331 GOOD             NGS
 AA5161  HISTORY     - 20060131 GOOD             INDIV
 AA5161
 AA5161                          STATION DESCRIPTION
 AA5161
 AA5161'DESCRIBED BY CITY OF TROY MICHIGAN 1989
 AA5161'THE STATION IS LOCATED IN THE COUNTY OF OAKLAND, MICHIGAN, IN THE
 AA5161'SOUTHEAST QUADRANT OF THE INTERSECTION OF LIVERNOIS ROAD AND EAST
 AA5161'MAPLE ROAD, IN THE CITY OF TROY. TO REACH THE STATION FROM THE
 AA5161'INTERSECTION OF I-75 AND BIG BEAVER ROAD IN TROY, PROCEED EAST ON BIG
 AA5161'BEAVER ROAD FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH LIVERNOIS
 AA5161'ROAD. TURN RIGHT AND PROCEED SOUTH ON LIVERNOIS ROAD FOR 1.0 MI (1.6
 AA5161'KM) TO THE INTERSECTION WITH EAST MAPLE ROAD. CONTINUE SOUTH ON
 AA5161'LIVERNOIS ROAD FOR APPROXIMATELY 144 FT (43.9 M) TO THE STATION ON THE
 AA5161'LEFT. NOTE-- PARKING AT THE SUBWAY RESTAURANT. THE STATION IS A CITY
 AA5161'OF TROY BENCHMARK DISK, STAMPED 36-34-4 1989, AND SET IN TOP OF A
 AA5161'PYRAMIDAL-SHAPED CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES ABOVE
 AA5161'GROUND LEVEL. THE DISK IS LOCATED 1 FT (0.3 M) WEST OF THE EDGE OF
 AA5161'SIDEWALK, 10 FT (3.0 M) EAST OF THE BACK EDGE OF THE CURB, 30.1 FT
 AA5161'(9.2 M) NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE TO SUBWAY
 AA5161'RESTAURANT, 41.9 FT (12.8 M) EAST OF THE CENTERLINE OF LIVERNOIS ROAD
 AA5161'AND APPROXIMATELY 144 FT (43.9 M) SOUTH OF THE CENTERLINE OF EAST
 AA5161'MAPLE ROAD.
 AA5161
 AA5161                          STATION RECOVERY (1989)
 AA5161
 AA5161'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1989
 AA5161'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND BIG BEAVER ROAD IN
 AA5161'TROY, GO EAST ON BIG BEAVER ROAD FOR 0.5 MILES (0.8 KM) TO LIVERNOIS
 AA5161'ROAD. TURN RIGHT AND GO SOUTH ON LIVERNOIS ROAD FOR 1 MILE (1.6 KM) TO
 AA5161'EAST MAPLE ROAD. CONTINUE SOUTH ON LIVERNOIS ROAD FOR APPROXIMATELY
 AA5161'144 FEET (43.9 M) TO THE MONUMENT ON THE LEFT.  NOTE-YOU CAN PARK IN
 AA5161''SUBWAY SANDWICH RESTAURANT' PARKING LOT.
 AA5161'
 AA5161'THE STATION IS A PYRAMIDAL SHAPED CONCRETE MONUMENT WHICH IS FIVE FEET
 AA5161'IN LENGTH, THE TOP OF MONUMENT IS 6 INCHES BELOW THE SURFACE OF THE
 AA5161'GROUND.  THIS IS A CITY OF TROY BENCHMARK DISC.  IT IS 1 FOOT (0.3 M)
 AA5161'WEST FROM THE EDGE OF SIDEWALK, 10 FEET (3.0 M) EAST OF THE BACK EDGE
 AA5161'OF CURB, 30.1 FEET (9.2 M) NORTH OF THE CENTERLINE OF ENTRANCE DRIVE
 AA5161'TO 'SUBWAY SANDWICH RESTAURANT', 41.9 FEET (12.8 M) EAST OF THE
 AA5161'CENTERLINE OF LIVERNOIS ROAD AND APPROXIMATELY 144 FEET (43.9 M) SOUTH
 AA5161'OF THE CENTERLINE OF EAST MAPLE ROAD.
 AA5161
 AA5161                          STATION RECOVERY (2001)
 AA5161
 AA5161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5161
 AA5161                          STATION RECOVERY (2006)
 AA5161
 AA5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0150 ***********************************************************************
 NE0150  DESIGNATION -  36 USLS
 NE0150  PID         -  NE0150
 NE0150  STATE/COUNTY-  MI/WAYNE
 NE0150  COUNTRY     -  US
 NE0150  USGS QUAD   -  GROSSE POINTE (2017)
 NE0150
 NE0150                         *CURRENT SURVEY CONTROL
 NE0150  ______________________________________________________________________
 NE0150* NAD 83(1986) POSITION- 42 23 41.9    (N) 082 53 30.9    (W)   HD_HELD2
 NE0150* NAVD 88 ORTHO HEIGHT -   184.432 (meters)      605.09  (feet) ADJUSTED
 NE0150  ______________________________________________________________________
 NE0150  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 NE0150  DYNAMIC HEIGHT  -        184.378 (meters)      604.91  (feet) COMP
 NE0150  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NE0150
 NE0150  VERT ORDER      -  FIRST     CLASS 0
 NE0150
 NE0150.The horizontal coordinates were established by autonomous hand held GPS
 NE0150.observations and have an estimated accuracy of +/- 10 meters.
 NE0150
 NE0150.The orthometric height was determined by differential leveling and
 NE0150.adjusted by the NATIONAL GEODETIC SURVEY
 NE0150.in June 1991.
 NE0150
 NE0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0150.GEOID18 height accuracy estimate available here.
 NE0150
 NE0150.Click photographs - Photos may exist for this station.
 NE0150
 NE0150.The dynamic height is computed by dividing the NAVD 88
 NE0150.geopotential number by the normal gravity value computed on the
 NE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0150.degrees latitude (g = 980.6199 gals.).
 NE0150
 NE0150.The modeled gravity was interpolated from observed gravity values.
 NE0150
 NE0150;                    North         East    Units  Estimated Accuracy
 NE0150;SPC MI S     -   100,475.    4,121,413.      MT  (+/- 10 meters HH2 GPS)
 NE0150
 NE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4428695364(NAD 83)
 NE0150
 NE0150                          SUPERSEDED SURVEY CONTROL
 NE0150
 NE0150  NGVD 29 (??/??/92)  184.586  (m)          605.60   (f) ADJ UNCH    1 0
 NE0150
 NE0150.Superseded values are not recommended for survey control.
 NE0150
 NE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0150.See file dsdata.pdf to determine how the superseded data were derived.
 NE0150
 NE0150_MARKER: B = BOLT
 NE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0150+STABILITY: SURFACE MOTION
 NE0150
 NE0150  HISTORY     - Date     Condition        Report By
 NE0150  HISTORY     - 1899     MONUMENTED       USLS
 NE0150  HISTORY     - 1970     GOOD             USLS
 NE0150  HISTORY     - 1980     GOOD             NGS
 NE0150
 NE0150                          STATION DESCRIPTION
 NE0150
 NE0150'DESCRIBED BY US LAKE SURVEY 1970
 NE0150'AT GROSSE POINTE FARMS.
 NE0150'36 IS AT GROSSE POINTE FARMS, WAYNE COUNTY, MICHIGAN, ON THE
 NE0150'NORTHWEST SIDE OF LAKE SHORE ROAD, ABOUT 1 MILE SOUTHERLY OF
 NE0150'MOROSS ROAD, ON THE LAKE SHORE ROAD FACE OF SACRED HEART ACADEMY,
 NE0150'1.8 FEET FROM THE SOUTH CORNER, 1 FOOT ABOVE THE GROUND, BEING
 NE0150'CENTER OF SMALL IN END OF A 1/4-INCH BRASS BOLT SET INTO THE
 NE0150'STONE FOUNDATION.  NOTE-- PREV. DESIG. BM 36 1899.
 NE0150
 NE0150                          STATION RECOVERY (1980)
 NE0150
 NE0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0150'IN GROSSE POINTE FARMS, 0.16 KILOMETER (0.1 MILE) SOUTH OF THE
 NE0150'JUNCTION OF LAKE SHORE DRIVE AND MORAN ROAD, 0.08 KILOMETER (0.05
 NE0150'MILE) WEST OF LAKE SHORE DRIVE, SET VERTICALLY IN THE EAST FACE OF
 NE0150'THE SACRED HEART ACADEMY, 7.62 METERS (25 FEET) NORTH OF THE CENTER
 NE0150'OF THE PAVED ENTRANCE, AND 0.55 METERS (1.8 FEET NORTH OF THE
 NE0150'SOUTHEAST CORNER OF THE BUILDING.
 NE0150'THE MARK IS 1 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0199 ***********************************************************************
 PL0199  DESIGNATION -  361.32
 PL0199  PID         -  PL0199
 PL0199  STATE/COUNTY-  MI/KALKASKA
 PL0199  COUNTRY     -  US
 PL0199  USGS QUAD   -  FIFE LAKE (2017)
 PL0199
 PL0199                         *CURRENT SURVEY CONTROL
 PL0199  ______________________________________________________________________
 PL0199* NAD 83(1986) POSITION- 44 36 56.     (N) 085 18 13.     (W)   SCALED
 PL0199* NAVD 88 ORTHO HEIGHT -   328.321 (meters)     1077.17  (feet) ADJUSTED
 PL0199  ______________________________________________________________________
 PL0199  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 PL0199  DYNAMIC HEIGHT  -        328.290 (meters)     1077.06  (feet) COMP
 PL0199  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 PL0199
 PL0199  VERT ORDER      -  SECOND    CLASS 0
 PL0199
 PL0199.The horizontal coordinates were scaled from a map and have
 PL0199.an estimated accuracy of +/- 6 seconds.
 PL0199
 PL0199.The orthometric height was determined by differential leveling and
 PL0199.adjusted by the NATIONAL GEODETIC SURVEY
 PL0199.in June 1991.
 PL0199
 PL0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0199.GEOID18 height accuracy estimate available here.
 PL0199
 PL0199.Click photographs - Photos may exist for this station.
 PL0199
 PL0199.The dynamic height is computed by dividing the NAVD 88
 PL0199.geopotential number by the normal gravity value computed on the
 PL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0199.degrees latitude (g = 980.6199 gals.).
 PL0199
 PL0199.The modeled gravity was interpolated from observed gravity values.
 PL0199
 PL0199;                    North         East    Units  Estimated Accuracy
 PL0199;SPC MI C     -   144,760.    5,925,640.      MT  (+/- 180 meters Scaled)
 PL0199
 PL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ345416(NAD 83)
 PL0199
 PL0199                          SUPERSEDED SURVEY CONTROL
 PL0199
 PL0199  NGVD 29 (??/??/92)  328.406  (m)         1077.45   (f) ADJ UNCH    2 0
 PL0199
 PL0199.Superseded values are not recommended for survey control.
 PL0199
 PL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0199.See file dsdata.pdf to determine how the superseded data were derived.
 PL0199
 PL0199_MARKER: S = SPIKE
 PL0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0199_SP_SET: TELEPHONE POLE
 PL0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0199
 PL0199  HISTORY     - Date     Condition        Report By
 PL0199  HISTORY     - UNK      MONUMENTED       USGS
 PL0199  HISTORY     - 1934     GOOD             CGS
 PL0199  HISTORY     - 19831018 MARK NOT FOUND   USPSQD
 PL0199  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PL0199  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0199
 PL0199                          STATION DESCRIPTION
 PL0199
 PL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0199'2.1 MI S FROM SOUTH BOARDMAN.
 PL0199'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0199'AT SOUTH BOARDMAN, KALKASKA COUNTY, 0.3 MILE NORTHEAST OF
 PL0199'MILEPOST 361, TWO POLES SOUTH OF TELEPHONE POLE 5528, 16 YARDS
 PL0199'WEST OF THE WEST RAIL, 1-1/2 YARDS WEST OF A FENCE, IN A 16-INCH
 PL0199'TELEPHONE POLE, AND 18 INCHES ABOVE THE GROUND.  A RAILROAD
 PL0199'SPIKE.
 PL0199
 PL0199                          STATION RECOVERY (1983)
 PL0199
 PL0199'RECOVERY NOTE BY US POWER SQUADRON 1983 (DFP)
 PL0199'MARK NOT FOUND.
 PL0199
 PL0199                          STATION RECOVERY (1989)
 PL0199
 PL0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0199'MARK NOT FOUND.
 PL0199
 PL0199                          STATION RECOVERY (2001)
 PL0199
 PL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0198 ***********************************************************************
 PL0198  DESIGNATION -  362
 PL0198  PID         -  PL0198
 PL0198  STATE/COUNTY-  MI/KALKASKA
 PL0198  COUNTRY     -  US
 PL0198  USGS QUAD   -  FIFE LAKE (2017)
 PL0198
 PL0198                         *CURRENT SURVEY CONTROL
 PL0198  ______________________________________________________________________
 PL0198* NAD 83(1986) POSITION- 44 37 27.     (N) 085 17 47.     (W)   SCALED
 PL0198* NAVD 88 ORTHO HEIGHT -   323.706 (meters)     1062.03  (feet) ADJUSTED
 PL0198  ______________________________________________________________________
 PL0198  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 PL0198  DYNAMIC HEIGHT  -        323.675 (meters)     1061.92  (feet) COMP
 PL0198  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PL0198
 PL0198  VERT ORDER      -  SECOND    CLASS 0
 PL0198
 PL0198.The horizontal coordinates were scaled from a map and have
 PL0198.an estimated accuracy of +/- 6 seconds.
 PL0198
 PL0198.The orthometric height was determined by differential leveling and
 PL0198.adjusted by the NATIONAL GEODETIC SURVEY
 PL0198.in June 1991.
 PL0198
 PL0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0198.GEOID18 height accuracy estimate available here.
 PL0198
 PL0198.Click photographs - Photos may exist for this station.
 PL0198
 PL0198.The dynamic height is computed by dividing the NAVD 88
 PL0198.geopotential number by the normal gravity value computed on the
 PL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0198.degrees latitude (g = 980.6199 gals.).
 PL0198
 PL0198.The modeled gravity was interpolated from observed gravity values.
 PL0198
 PL0198;                    North         East    Units  Estimated Accuracy
 PL0198;SPC MI C     -   145,710.    5,926,220.      MT  (+/- 180 meters Scaled)
 PL0198
 PL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ351426(NAD 83)
 PL0198
 PL0198                          SUPERSEDED SURVEY CONTROL
 PL0198
 PL0198  NGVD 29 (??/??/92)  323.793  (m)         1062.31   (f) ADJ UNCH    2 0
 PL0198
 PL0198.Superseded values are not recommended for survey control.
 PL0198
 PL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0198.See file dsdata.pdf to determine how the superseded data were derived.
 PL0198
 PL0198_MARKER: Z = SEE DESCRIPTION
 PL0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0198_SP_SET: TAIL
 PL0198_STAMPING: 362
 PL0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0198
 PL0198  HISTORY     - Date     Condition        Report By
 PL0198  HISTORY     - UNK      MONUMENTED       PRR
 PL0198  HISTORY     - 1934     GOOD             CGS
 PL0198  HISTORY     - 1989     POOR             USPSQD
 PL0198  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0198
 PL0198                          STATION DESCRIPTION
 PL0198
 PL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0198'1.4 MI S FROM SOUTH BOARDMAN.
 PL0198'1.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0198'AT SOUTH BOARDMAN, KALKASKA COUNTY, OPPOSITE MILEPOST 362, 2
 PL0198'YARDS SOUTHEAST OF THE SOUTHEAST RAIL, 13 YARDS WEST OF A FENCE,
 PL0198'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  THE TOP OF A VERTICAL
 PL0198'RAIL, STAMPED 362 AND PROJECTING 4 INCHES ABOVE GROUND.
 PL0198
 PL0198                          STATION RECOVERY (1989)
 PL0198
 PL0198'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0198'MARK RECOVERED IN POOR CONDITION.
 PL0198
 PL0198                          STATION RECOVERY (2001)
 PL0198
 PL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP8317 ***********************************************************************
 DP8317  DESIGNATION -  36600
 DP8317  PID         -  DP8317
 DP8317  STATE/COUNTY-  MI/IRON
 DP8317  COUNTRY     -  US
 DP8317  USGS QUAD   -  HAGERMAN LAKE (2017)
 DP8317
 DP8317                         *CURRENT SURVEY CONTROL
 DP8317  ______________________________________________________________________
 DP8317* NAD 83(1986) POSITION- 46 01 57.1    (N) 088 47 51.0    (W)   HD_HELD2
 DP8317* NAVD 88 ORTHO HEIGHT -   471.874 (meters)     1548.14  (feet) ADJUSTED
 DP8317  ______________________________________________________________________
 DP8317  GEOID HEIGHT    -        -31.992 (meters)                     GEOID18
 DP8317  DYNAMIC HEIGHT  -        471.875 (meters)     1548.14  (feet) COMP
 DP8317  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 DP8317
 DP8317  VERT ORDER      -  SECOND    CLASS I
 DP8317
 DP8317.The horizontal coordinates were established by autonomous hand held GPS
 DP8317.observations and have an estimated accuracy of +/- 10 meters.
 DP8317
 DP8317.The orthometric height was determined by differential leveling and
 DP8317.adjusted by the NATIONAL GEODETIC SURVEY
 DP8317.in February 2017.
 DP8317
 DP8317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8317.GEOID18 height accuracy estimate available here.
 DP8317
 DP8317.Click photographs - Photos may exist for this station.
 DP8317
 DP8317.The dynamic height is computed by dividing the NAVD 88
 DP8317.geopotential number by the normal gravity value computed on the
 DP8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8317.degrees latitude (g = 980.6199 gals.).
 DP8317
 DP8317.The modeled gravity was interpolated from observed gravity values.
 DP8317
 DP8317;                    North         East    Units  Estimated Accuracy
 DP8317;SPC MI N     -   140,418.    7,860,865.      MT  (+/- 10 meters HH2 GPS)
 DP8317
 DP8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6089799232(NAD 83)
 DP8317
 DP8317                          SUPERSEDED SURVEY CONTROL
 DP8317
 DP8317.No superseded survey control is available for this station.
 DP8317
 DP8317_MARKER: DD = SURVEY DISK
 DP8317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8317_SP_SET: BRIDGE ABUTMENT
 DP8317_STAMPING: 36600 2013
 DP8317_MARK LOGO: MIDT
 DP8317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8317+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP8317
 DP8317  HISTORY     - Date     Condition        Report By
 DP8317  HISTORY     - 2013     MONUMENTED       WIDT
 DP8317  HISTORY     - 20140801 GOOD             WIDT
 DP8317
 DP8317                          STATION DESCRIPTION
 DP8317
 DP8317'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8317'HE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) EAST-SOUTHEAST OF
 DP8317'PHELPS, 8.6 MI (13.8 KM) SOUTHWEST OF IRON RIVER AND 1.3 MI (2.1 KM)
 DP8317'NORTHEAST OF NELMA.
 DP8317'
 DP8317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8317'HIGHWAY A IN THE COMMUNITY OF NELMA, GO EAST THEN NORTH ON STATE
 DP8317'HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO A BRIDGE OVER THE BRULE RIVER AT THE
 DP8317'MICHIGAN AND WISCONSIN STATELINE AND THE STATION ON THE LEFT.
 DP8317'
 DP8317'THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8317'73, 25.4 M (83.3 FT) SOUTH-SOUTHEAST OF A POWER POLE -03 05166- AND
 DP8317'0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8317'
 DP8317'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8317'DEGREES ABOVE THE HORIZON.  THE STATION IS A MICHIGAN DEPARTMENT OF
 DP8317'TRANSPORTATION HEIGHT MODERNIZATION MARK DISK SET IN A DRILL HOLE IN
 DP8317'THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE -B 21 22-.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP8318 ***********************************************************************
 DP8318  DESIGNATION -  36601
 DP8318  PID         -  DP8318
 DP8318  STATE/COUNTY-  MI/IRON
 DP8318  COUNTRY     -  US
 DP8318  USGS QUAD   -  FLORENCE WEST (2018)
 DP8318
 DP8318                         *CURRENT SURVEY CONTROL
 DP8318  ______________________________________________________________________
 DP8318* NAD 83(1986) POSITION- 45 57 39.2    (N) 088 18 57.5    (W)   HD_HELD2
 DP8318* NAVD 88 ORTHO HEIGHT -   379.717 (meters)     1245.79  (feet) ADJUSTED
 DP8318  ______________________________________________________________________
 DP8318  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 DP8318  DYNAMIC HEIGHT  -        379.714 (meters)     1245.78  (feet) COMP
 DP8318  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 DP8318
 DP8318  VERT ORDER      -  SECOND    CLASS I
 DP8318
 DP8318.The horizontal coordinates were established by autonomous hand held GPS
 DP8318.observations and have an estimated accuracy of +/- 10 meters.
 DP8318
 DP8318.The orthometric height was determined by differential leveling and
 DP8318.adjusted by the NATIONAL GEODETIC SURVEY
 DP8318.in February 2017.
 DP8318
 DP8318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8318.GEOID18 height accuracy estimate available here.
 DP8318
 DP8318.Click photographs - Photos may exist for this station.
 DP8318
 DP8318.The dynamic height is computed by dividing the NAVD 88
 DP8318.geopotential number by the normal gravity value computed on the
 DP8318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8318.degrees latitude (g = 980.6199 gals.).
 DP8318
 DP8318.The modeled gravity was interpolated from observed gravity values.
 DP8318
 DP8318;                    North         East    Units  Estimated Accuracy
 DP8318;SPC MI N     -   131,725.    7,898,002.      MT  (+/- 10 meters HH2 GPS)
 DP8318
 DP8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9802990543(NAD 83)
 DP8318
 DP8318                          SUPERSEDED SURVEY CONTROL
 DP8318
 DP8318.No superseded survey control is available for this station.
 DP8318
 DP8318_MARKER: DD = SURVEY DISK
 DP8318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8318_SP_SET: BRIDGE ABUTMENT
 DP8318_STAMPING: 36601 2012
 DP8318_MARK LOGO: MIDT
 DP8318_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8318+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP8318
 DP8318  HISTORY     - Date     Condition        Report By
 DP8318  HISTORY     - 2012     MONUMENTED       WIDT
 DP8318  HISTORY     - 20140925 GOOD             WIDT
 DP8318
 DP8318                          STATION DESCRIPTION
 DP8318
 DP8318'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8318'HE STATION IS APPROXIMATELY 15.3 MI (24.6 KM) EAST OF TIPLER, 6.4 MI
 DP8318'(10.3 KM) SOUTHEAST OF ALPHA AND 4.1 MI (6.6 KM) NORTHWEST OF
 DP8318'FLORENCE.
 DP8318'
 DP8318'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8318'141 WITH STATE HIGHWAY 70 AND STATE HIGHWAY 101 IN THE COMMUNITY OF
 DP8318'FLORENCE, GO NORTHWEST ON US HIGHWAY 2 AND US HIGHWAY 141 FOR
 DP8318'APPROXIMATELY 3.9 MI (6.3 KM) TO THE BRIDGE OVER THE BRULE RIVER
 DP8318'(MICHIGAN-WISCONSIN STATE LINE BOUNDARY) AND THE STATION ON THE LEFT.
 DP8318'
 DP8318'THE STATION IS 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF US HIGHWAY 2
 DP8318'AND US HIGHWAY 141, 10.4 M (34.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 DP8318'OF A SMALL USGS STREAM GAUGING STATION BUILDING, 1.6 M (5.2 FT)
 DP8318'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE DECK AND 1.4 M (4.6
 DP8318'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8318'
 DP8318'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8318'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MICHIGAN
 DP8318'DEPARTMENT OF TRANSPORTATION HEIGHT MODERNIZATION STATION DISK SET IN
 DP8318'A DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER
 DP8318'THE BRULE RIVER -B-19-660-95, APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN
 DP8318'THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0372 ***********************************************************************
 NE0372  DESIGNATION -  37
 NE0372  PID         -  NE0372
 NE0372  STATE/COUNTY-  MI/OAKLAND
 NE0372  COUNTRY     -  US
 NE0372  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0372
 NE0372                         *CURRENT SURVEY CONTROL
 NE0372  ______________________________________________________________________
 NE0372* NAD 83(1986) POSITION- 42 37 14.     (N) 083 19 19.     (W)   SCALED
 NE0372* NAVD 88 ORTHO HEIGHT -   288.100 (meters)      945.21  (feet) ADJUSTED
 NE0372  ______________________________________________________________________
 NE0372  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 NE0372  DYNAMIC HEIGHT  -        288.015 (meters)      944.93  (feet) COMP
 NE0372  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 NE0372
 NE0372  VERT ORDER      -  SECOND    CLASS 0
 NE0372
 NE0372.The horizontal coordinates were scaled from a map and have
 NE0372.an estimated accuracy of +/- 6 seconds.
 NE0372
 NE0372.The orthometric height was determined by differential leveling and
 NE0372.adjusted by the NATIONAL GEODETIC SURVEY
 NE0372.in June 1991.
 NE0372
 NE0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0372.GEOID18 height accuracy estimate available here.
 NE0372
 NE0372.Click photographs - Photos may exist for this station.
 NE0372
 NE0372.The dynamic height is computed by dividing the NAVD 88
 NE0372.geopotential number by the normal gravity value computed on the
 NE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0372.degrees latitude (g = 980.6199 gals.).
 NE0372
 NE0372.The modeled gravity was interpolated from observed gravity values.
 NE0372
 NE0372;                    North         East    Units  Estimated Accuracy
 NE0372;SPC MI S     -   125,000.    4,085,700.      MT  (+/- 180 meters Scaled)
 NE0372
 NE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH095212(NAD 83)
 NE0372
 NE0372                          SUPERSEDED SURVEY CONTROL
 NE0372
 NE0372  NGVD 29 (??/??/92)  288.219  (m)          945.60   (f) ADJ UNCH    2 0
 NE0372
 NE0372.Superseded values are not recommended for survey control.
 NE0372
 NE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0372.See file dsdata.pdf to determine how the superseded data were derived.
 NE0372
 NE0372_MARKER: DD = SURVEY DISK
 NE0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0372_SP_SET: BUILDING
 NE0372_STAMPING: 37
 NE0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0372
 NE0372  HISTORY     - Date     Condition        Report By
 NE0372  HISTORY     - UNK      MONUMENTED       MI4020
 NE0372  HISTORY     - 1934     GOOD             CGS
 NE0372  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE0372
 NE0372                          STATION DESCRIPTION
 NE0372
 NE0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0372'AT PONTIAC.
 NE0372'AT PONTIAC, OAKLAND COUNTY, 51 YARDS SOUTH OF THE SOUTH RAIL OF
 NE0372'THE SOUTH TRACK OF THE MICHIGAN AIRLINE RAILROAD AT THE CROSSING
 NE0372'OF U.S. HIGHWAY 24, 25.3 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NE0372'OF THE OAKLAND COUNTY ROAD COMMISSION OFFICE BUILDING, 1 FOOT
 NE0372'NORTHEAST OF THE NORTHEAST CORNER OF THE LOWEST STEP OF THE
 NE0372'MAIN ENTRANCE, AND ABOUT 2 INCHES UNDER GROUND.  A CITY OF
 NE0372'PONTIAC STANDARD DISK, STAMPED 37.
 NE0372
 NE0372                          STATION RECOVERY (2004)
 NE0372
 NE0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0372'ROAD COMMISSION OFFICE BLDG HAS NEW BRICK PAVED WALKWAY AND STEPS.
 NE0372'MARK COULD BE BELOW WALKWAY, BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0803 ***********************************************************************
 RJ0803  DESIGNATION -  37
 RJ0803  PID         -  RJ0803
 RJ0803  STATE/COUNTY-  MI/CHIPPEWA
 RJ0803  COUNTRY     -  US
 RJ0803  USGS QUAD   -  PAYMENT (2017)
 RJ0803
 RJ0803                         *CURRENT SURVEY CONTROL
 RJ0803  ______________________________________________________________________
 RJ0803* NAD 83(1994) POSITION- 46 31 44.31589(N) 084 13 25.90446(W)   ADJUSTED
 RJ0803* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0803  ______________________________________________________________________
 RJ0803  GEOID HEIGHT    -        -36.755 (meters)                     GEOID18
 RJ0803  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 RJ0803  HORZ ORDER      -  THIRD
 RJ0803
 RJ0803.The horizontal coordinates were established by classical geodetic methods
 RJ0803.and adjusted by the National Geodetic Survey in February 1997.
 RJ0803
 RJ0803.The orthometric height was scaled from a topographic map.
 RJ0803
 RJ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0803.GEOID18 height accuracy estimate available here.
 RJ0803
 RJ0803.Click photographs - Photos may exist for this station.
 RJ0803
 RJ0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0803
 RJ0803. The following values were computed from the NAD 83(1994) position.
 RJ0803
 RJ0803;                    North         East     Units Scale Factor Converg.
 RJ0803;SPC MI N     -   197,747.855 8,212,927.984   MT  0.99991186   +2 00 23.6
 RJ0803;SPC MI N     -   648,779.05 26,945,301.78   iFT  0.99991186   +2 00 23.6
 RJ0803;SPC MI C     -   357,009.981 6,010,959.465   MT  1.00029808   +0 06 03.2
 RJ0803;SPC MI C     - 1,171,292.59 19,720,995.62   iFT  1.00029808   +0 06 03.2
 RJ0803;UTM  16      - 5,156,567.729   712,900.744   MT  1.00015718   +2 00 55.7
 RJ0803
 RJ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0803!SPC MI N     -   0.99997817  x   0.99991186  =   0.99989003
 RJ0803!SPC MI C     -   0.99997817  x   1.00029808  =   1.00027624
 RJ0803!UTM  16      -   0.99997817  x   1.00015718  =   1.00013535
 RJ0803
 RJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1290056567(NAD 83)
 RJ0803
 RJ0803                          SUPERSEDED SURVEY CONTROL
 RJ0803
 RJ0803  NAD 83(1986)-  46 31 44.30540(N)    084 13 25.92282(W) AD(       ) 3
 RJ0803  NAD 27      -  46 31 44.22100(N)    084 13 25.79500(W) AD(       ) 3
 RJ0803  USSD        -  46 31 44.97000(N)    084 13 25.00000(W) AD(       ) 3
 RJ0803
 RJ0803.Superseded values are not recommended for survey control.
 RJ0803
 RJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0803.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0803
 RJ0803_MARKER: H = DRILL HOLE
 RJ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0803
 RJ0803  HISTORY     - Date     Condition        Report By
 RJ0803  HISTORY     - 1895     MONUMENTED       USLS
 RJ0803  HISTORY     - 1958     GOOD             IBC
 RJ0803
 RJ0803                          STATION DESCRIPTION
 RJ0803
 RJ0803'DESCRIBED BY US LAKE SURVEY 1895
 RJ0803'IT IS NEAR S SIDE OF POINT, 30 FEET N OF SMALL POINT, 30 FEET E
 RJ0803'OF WATER, AND 18 FEET W OF WATER.  IT IS ABOUT 2 FEET ABOVE
 RJ0803'HIGH - WATER MARK.  THE ORIGINAL UNDERGROUND MARK, A 3/4 INCH DRILL
 RJ0803'HOLE IN A FLAT LIMESTONE 2 FEET BELOW SURFACE OF GROUND AND
 RJ0803'INSCRIBED BY TRIANGLE WITH---XXXVII---CUT IN STONE, WAS RECOVERED.
 RJ0803'WATER 1 INCH DEEP COVERED THE MARK AFTER IT WAS UNCOVERED.  SET
 RJ0803'CEDAR POST 4 INCHES IN DIAMETER AND 2 FEET LONG OVER THE UNDERGROUND
 RJ0803'MARK AND ERECTED SMALL CAIRN OVER IT.  THIS STATION WAS ESTABLIHSED
 RJ0803'SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0803
 RJ0803                          STATION RECOVERY (1958)
 RJ0803
 RJ0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0717 ***********************************************************************
 NF0717  DESIGNATION -  37 A
 NF0717  PID         -  NF0717
 NF0717  STATE/COUNTY-  MI/KENT
 NF0717  COUNTRY     -  US
 NF0717  USGS QUAD   -  GRANDVILLE (2017)
 NF0717
 NF0717                         *CURRENT SURVEY CONTROL
 NF0717  ______________________________________________________________________
 NF0717* NAD 83(1986) POSITION- 42 54 00.     (N) 085 46 55.     (W)   SCALED
 NF0717* NAVD 88 ORTHO HEIGHT -   185.726 (meters)      609.34  (feet) ADJUSTED
 NF0717  ______________________________________________________________________
 NF0717  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 NF0717  DYNAMIC HEIGHT  -        185.678 (meters)      609.18  (feet) COMP
 NF0717  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 NF0717
 NF0717  VERT ORDER      -  SECOND    CLASS 0
 NF0717
 NF0717.The horizontal coordinates were scaled from a map and have
 NF0717.an estimated accuracy of +/- 6 seconds.
 NF0717
 NF0717.The orthometric height was determined by differential leveling and
 NF0717.adjusted by the NATIONAL GEODETIC SURVEY
 NF0717.in June 1991.
 NF0717
 NF0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0717.GEOID18 height accuracy estimate available here.
 NF0717
 NF0717.Click photographs - Photos may exist for this station.
 NF0717
 NF0717.The dynamic height is computed by dividing the NAVD 88
 NF0717.geopotential number by the normal gravity value computed on the
 NF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0717.degrees latitude (g = 980.6199 gals.).
 NF0717
 NF0717.The modeled gravity was interpolated from observed gravity values.
 NF0717
 NF0717;                    North         East    Units  Estimated Accuracy
 NF0717;SPC MI S     -   156,480.    3,884,430.      MT  (+/- 180 meters Scaled)
 NF0717
 NF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN994504(NAD 83)
 NF0717
 NF0717                          SUPERSEDED SURVEY CONTROL
 NF0717
 NF0717  NGVD 29 (??/??/92)  185.868  (m)          609.80   (f) ADJ UNCH    2 0
 NF0717
 NF0717.Superseded values are not recommended for survey control.
 NF0717
 NF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0717.See file dsdata.pdf to determine how the superseded data were derived.
 NF0717
 NF0717_MARKER: DD = SURVEY DISK
 NF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0717_STAMPING: 37 A MICH 1929
 NF0717_MARK LOGO: USGS
 NF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0717+STABILITY: SURFACE MOTION
 NF0717
 NF0717  HISTORY     - Date     Condition        Report By
 NF0717  HISTORY     - 1929     MONUMENTED       USGS
 NF0717  HISTORY     - 1941     GOOD             CGS
 NF0717  HISTORY     - 19960315 MARK NOT FOUND   MIDT
 NF0717  HISTORY     - 19960821 MARK NOT FOUND   MIDT
 NF0717
 NF0717                          STATION DESCRIPTION
 NF0717
 NF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NF0717'0.2 MI S FROM JENISON.
 NF0717'IN KENT COUNTY, 0.2 MILE SOUTH OF THE POST OFFICE AT JENISON,
 NF0717'OTTAWA COUNTY, 0.2 MILE SOUTH OF STATE HIGHWAY 21, AT AN INTERSECTION
 NF0717'OF COUNTY ROADS, 36 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 NF0717'ROAD, 22.7 FEET NORTH OF THE EAST-AND-WEST ROAD, 12.4 FEET EAST OF
 NF0717'THE CORNER POST AT THE NORTHEAST CORNER OF THE INTERSECTION, 1.1
 NF0717'FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH THE ROADS.  A UNITED
 NF0717'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 37 A MICH AND SET
 NF0717'IN THE TOP OF A CONCRETE POST.
 NF0717
 NF0717                          STATION RECOVERY (1996)
 NF0717
 NF0717'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0717'NOT RECOVERED.
 NF0717
 NF0717                          STATION RECOVERY (1996)
 NF0717
 NF0717'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0717'STATION WAS NOT FOUND.  THE TO REACH PLACES THIS MONUMENT IN THE
 NF0717'NORTHEAST QUADRANT OF KENOWA AVENUE AND 36TH STREET.  EXTENSIVE
 NF0717'WIDENING OF BOTH ROADWAYS PUT THE LOCATION UNDER AND IN A TRAVELED
 NF0717'LANE.  MONUMENT APPEARS TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0802 ***********************************************************************
 RJ0802  DESIGNATION -  37 ECC
 RJ0802  PID         -  RJ0802
 RJ0802  STATE/COUNTY-  MI/CHIPPEWA
 RJ0802  COUNTRY     -  US
 RJ0802  USGS QUAD   -  PAYMENT (2017)
 RJ0802
 RJ0802                         *CURRENT SURVEY CONTROL
 RJ0802  ______________________________________________________________________
 RJ0802* NAD 83(1994) POSITION- 46 31 44.99652(N) 084 13 25.48905(W)   ADJUSTED
 RJ0802* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0802  ______________________________________________________________________
 RJ0802  GEOID HEIGHT    -        -36.755 (meters)                     GEOID18
 RJ0802  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 RJ0802  HORZ ORDER      -  THIRD
 RJ0802
 RJ0802.The horizontal coordinates were established by classical geodetic methods
 RJ0802.and adjusted by the National Geodetic Survey in February 1997.
 RJ0802
 RJ0802.The orthometric height was scaled from a topographic map.
 RJ0802
 RJ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0802.GEOID18 height accuracy estimate available here.
 RJ0802
 RJ0802.Click photographs - Photos may exist for this station.
 RJ0802
 RJ0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0802
 RJ0802. The following values were computed from the NAD 83(1994) position.
 RJ0802
 RJ0802;                    North         East     Units Scale Factor Converg.
 RJ0802;SPC MI N     -   197,769.167 8,212,936.095   MT  0.99991188   +2 00 23.9
 RJ0802;SPC MI N     -   648,848.97 26,945,328.40   iFT  0.99991188   +2 00 23.9
 RJ0802;SPC MI C     -   357,031.020 6,010,968.284   MT  1.00029817   +0 06 03.5
 RJ0802;SPC MI C     - 1,171,361.61 19,721,024.55   iFT  1.00029817   +0 06 03.5
 RJ0802;UTM  16      - 5,156,589.048   712,908.853   MT  1.00015722   +2 00 56.0
 RJ0802
 RJ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0802!SPC MI N     -   0.99997817  x   0.99991188  =   0.99989005
 RJ0802!SPC MI C     -   0.99997817  x   1.00029817  =   1.00027633
 RJ0802!UTM  16      -   0.99997817  x   1.00015722  =   1.00013539
 RJ0802
 RJ0802:                Primary Azimuth Mark                     Grid Az
 RJ0802:SPC MI N     -  35                                       213 20 53.9
 RJ0802:SPC MI C     -  35                                       215 15 14.3
 RJ0802:UTM  16      -  35                                       213 20 21.8
 RJ0802
 RJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1290856589(NAD 83)
 RJ0802
 RJ0802|---------------------------------------------------------------------|
 RJ0802| PID    Reference Object                     Distance      Geod. Az  |
 RJ0802|                                                           dddmmss.s |
 RJ0802| RJ0799 REF MON 30                          331.747 METERS 04748     |
 RJ0802| RJ0803 37                                   22.805 METERS 20251     |
 RJ0802| RJ0809 35                                  APPROX. 1.5 KM 2152117.8 |
 RJ0802|---------------------------------------------------------------------|
 RJ0802
 RJ0802                          SUPERSEDED SURVEY CONTROL
 RJ0802
 RJ0802  NAD 83(1986)-  46 31 44.98602(N)    084 13 25.50744(W) AD(       ) 3
 RJ0802  NAD 27      -  46 31 44.90100(N)    084 13 25.38000(W) AD(       ) 3
 RJ0802
 RJ0802.Superseded values are not recommended for survey control.
 RJ0802
 RJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0802.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0802
 RJ0802_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0802_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0802_MARK LOGO: IBC
 RJ0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0802
 RJ0802  HISTORY     - Date     Condition        Report By
 RJ0802  HISTORY     - 1943     MONUMENTED       IBC
 RJ0802  HISTORY     - 1958     GOOD             IBC
 RJ0802
 RJ0802                          STATION DESCRIPTION
 RJ0802
 RJ0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0802'ON A SMALL POINT OF SUGAR ISLAND, 1-1/4 MILES UPSTREAM (SW) FROM
 RJ0802'LITTLE LAKE GEORGE.  IT IS ON NW CORNER OF POINT, 15 FEET BACK (E)
 RJ0802'OF HIGH - WATER MARK, AND 2-1/2 FEET ABOVE AND 35 FEET S OF HIGH
 RJ0802'WATER.  IT IS 13.7 FEET NNE OF A 12-INCH BALSAM, 9.8 FEET ENE OF A
 RJ0802'10-INCH ELM, 20.5 FEET SSW OF A 7-INCH SPRUCE, 18.1 FEET S  BY W
 RJ0802'OF A 7-INCH SPRUCE, AND 36.4 FEET W BY S OF A 24-INCH WHITE BIRCH.
 RJ0802'STATION 37 (U S L S) IS 74.82 FEET FROM ECCENTRIC STATION,
 RJ0802'S 22 DEG 50 MIN W.
 RJ0802'
 RJ0802'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN
 RJ0802'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0802'2 INCHES ABOVE GROUND AND COVERED BY STONES.  SUBSURFACE MARK IS A
 RJ0802'PIECE OF NO 8 COPPER WIRE SET INA CYLINDER OF CONCRETE, 7 INCHES
 RJ0802'UNDERGROUND.
 RJ0802
 RJ0802                          STATION RECOVERY (1958)
 RJ0802
 RJ0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0260 ***********************************************************************
 PM0260  DESIGNATION -  37 PR USGS
 PM0260  PID         -  PM0260
 PM0260  STATE/COUNTY-  MI/MANISTEE
 PM0260  COUNTRY     -  US
 PM0260  USGS QUAD   -  PARKDALE (2017)
 PM0260
 PM0260                         *CURRENT SURVEY CONTROL
 PM0260  ______________________________________________________________________
 PM0260* NAD 83(1986) POSITION- 44 16 38.     (N) 086 15 28.     (W)   SCALED
 PM0260* NAVD 88 ORTHO HEIGHT -   189.211 (meters)      620.77  (feet) ADJUSTED
 PM0260  ______________________________________________________________________
 PM0260  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 PM0260  DYNAMIC HEIGHT  -        189.187 (meters)      620.69  (feet) COMP
 PM0260  MODELED GRAVITY -    980,491.9   (mgal)                       NAVD 88
 PM0260
 PM0260  VERT ORDER      -  FIRST     CLASS II
 PM0260
 PM0260.The horizontal coordinates were scaled from a map and have
 PM0260.an estimated accuracy of +/- 6 seconds.
 PM0260
 PM0260.The orthometric height was determined by differential leveling and
 PM0260.adjusted by the NATIONAL GEODETIC SURVEY
 PM0260.in June 1991.
 PM0260
 PM0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0260.GEOID18 height accuracy estimate available here.
 PM0260
 PM0260.Click photographs - Photos may exist for this station.
 PM0260
 PM0260.The dynamic height is computed by dividing the NAVD 88
 PM0260.geopotential number by the normal gravity value computed on the
 PM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0260.degrees latitude (g = 980.6199 gals.).
 PM0260
 PM0260.The modeled gravity was interpolated from observed gravity values.
 PM0260
 PM0260;                    North         East    Units  Estimated Accuracy
 PM0260;SPC MI C     -   108,500.    5,849,050.      MT  (+/- 180 meters Scaled)
 PM0260
 PM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ592029(NAD 83)
 PM0260
 PM0260                          SUPERSEDED SURVEY CONTROL
 PM0260
 PM0260.No superseded survey control is available for this station.
 PM0260
 PM0260_MARKER: DD = SURVEY DISK
 PM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0260_STAMPING: 37 PR 621 1954
 PM0260_MARK LOGO: USGS
 PM0260_PROJECTION: PROJECTING 5 CENTIMETERS
 PM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0260+STABILITY: SURFACE MOTION
 PM0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0260+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 PM0260
 PM0260  HISTORY     - Date     Condition        Report By
 PM0260  HISTORY     - 1954     MONUMENTED       USGS
 PM0260  HISTORY     - 1984     GOOD             NGS
 PM0260  HISTORY     - 19961002 GOOD             USPSQD
 PM0260  HISTORY     - 20010331 GOOD             NGS
 PM0260  HISTORY     - 20050521 GOOD             USPSQD
 PM0260
 PM0260                          STATION DESCRIPTION
 PM0260
 PM0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0260'7.2 KM (4.45 MI) NORTH FROM MANISTEE.
 PM0260'7.2 KM (4.45 MI) NORTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0260'IN MANISTEE, ALSO 0.16 KM (0.1 MI) NORTHERLY ALONG U.S. HIGHWAY 31
 PM0260'FROM THE ENTRANCE TO THE MANISTEE BLACKEN AIRPORT, 10.3 METERS
 PM0260'(33.7 FT) EAST OF THE CENTERLINE OF HIGHWAY 31, 1.8 METERS (6.0 FT)
 PM0260'SOUTH OF A THIRTY INCH MAPLE TREE, 5.2 METERS (17.2 FT) NORTH OF A
 PM0260'TWENTY FOUR INCH MAPLE TREE, AND 6.0 METERS (19.6 FT) NORTHWEST OF A
 PM0260'UTILITY POLE.
 PM0260'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0260'THE MARK IS 1.2 M ABOVE HIGHWAY.
 PM0260
 PM0260                          STATION RECOVERY (1996)
 PM0260
 PM0260'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0260'RECOVERED IN GOOD CONDITION.
 PM0260
 PM0260                          STATION RECOVERY (2001)
 PM0260
 PM0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0260'
 PM0260
 PM0260                          STATION RECOVERY (2005)
 PM0260
 PM0260'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0260'DESCRIPTION CHANGED-36 FEET N-NW OF AN OAK TREE 2 FEET IN DIAMETER. NO
 PM0260'UTILITY POLE. 43 FEET WEST OF MARKER IS A OAK TREE 18 INCHES IN
 PM0260'DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5195 ***********************************************************************
 DL5195  DESIGNATION -  37002
 DL5195  PID         -  DL5195
 DL5195  STATE/COUNTY-  MI/ISABELLA
 DL5195  COUNTRY     -  US
 DL5195  USGS QUAD   -  SHEPHERD (2017)
 DL5195
 DL5195                         *CURRENT SURVEY CONTROL
 DL5195  ______________________________________________________________________
 DL5195* NAD 83(1986) POSITION- 43 33 50.56   (N) 084 44 37.06   (W)   HD_HELD1
 DL5195* NAVD 88 ORTHO HEIGHT -   238.059 (meters)      781.03  (feet) ADJUSTED
 DL5195  ______________________________________________________________________
 DL5195  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 DL5195  DYNAMIC HEIGHT  -        238.012 (meters)      780.88  (feet) COMP
 DL5195  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DL5195
 DL5195  VERT ORDER      -  FIRST     CLASS II
 DL5195
 DL5195.The horizontal coordinates were determined by differentially corrected
 DL5195.hand held GPS observations or other comparable positioning techniques
 DL5195.and have an estimated accuracy of +/- 3 meters.
 DL5195
 DL5195.The orthometric height was determined by differential leveling and
 DL5195.adjusted by the NATIONAL GEODETIC SURVEY
 DL5195.in October 2009.
 DL5195
 DL5195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5195.GEOID18 height accuracy estimate available here.
 DL5195
 DL5195.Click photographs - Photos may exist for this station.
 DL5195
 DL5195.The dynamic height is computed by dividing the NAVD 88
 DL5195.geopotential number by the normal gravity value computed on the
 DL5195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5195.degrees latitude (g = 980.6199 gals.).
 DL5195
 DL5195.The modeled gravity was interpolated from observed gravity values.
 DL5195
 DL5195;                    North         East    Units  Estimated Accuracy
 DL5195;SPC MI S     -   229,345.0   3,969,545.7     MT  (+/- 3 meters HH1 GPS) 
 DL5195
 DL5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8222425927(NAD 83)
 DL5195
 DL5195                          SUPERSEDED SURVEY CONTROL
 DL5195
 DL5195.No superseded survey control is available for this station.
 DL5195
 DL5195_MARKER: DD = SURVEY DISK
 DL5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5195_STAMPING: 37002 2007
 DL5195_MARK LOGO: MIDT
 DL5195_PROJECTION: FLUSH
 DL5195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5195+STABILITY: SURFACE MOTION
 DL5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5195+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2017
 DL5195
 DL5195  HISTORY     - Date     Condition        Report By
 DL5195  HISTORY     - 2007     MONUMENTED       MIDT
 DL5195  HISTORY     - 20080501 GOOD             COLEM
 DL5195  HISTORY     - 20170613 GOOD             ROWESE
 DL5195
 DL5195                          STATION DESCRIPTION
 DL5195
 DL5195'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH
 DL5195'BUSINESS HIGHWAY 127 ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT PLEASANT,
 DL5195'GO WEST ON BUSINESS 127 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE
 DL5195'RIGHT.
 DL5195'
 DL5195'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL POINT
 DL5195'DISK SET IN THE TOP OF AN 18 INCH (46 CM) CONCRETE CYLINDER,
 DL5195'
 DL5195'29.8 FT (9.1 M) SOUTHEAST OF A CLUSTER OF CRAB APPLE TREE, 24.0 FT
 DL5195'(7.3 M) NORTH OF THE NORTH EDGE OF PAVEMENT TO NORTHBOUND BUSINESS
 DL5195'127, 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST, 1.7 FT
 DL5195'(0.5 M) SOUTH OF A FENCE.
 DL5195
 DL5195                          STATION RECOVERY (2017)
 DL5195
 DL5195'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2017 (SJS)
 DL5195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5196 ***********************************************************************
 DL5196  DESIGNATION -  37003
 DL5196  PID         -  DL5196
 DL5196  STATE/COUNTY-  MI/ISABELLA
 DL5196  COUNTRY     -  US
 DL5196  USGS QUAD   -  SHEPHERD (2017)
 DL5196
 DL5196                         *CURRENT SURVEY CONTROL
 DL5196  ______________________________________________________________________
 DL5196* NAD 83(1986) POSITION- 43 33 50.40   (N) 084 44 45.25   (W)   HD_HELD1
 DL5196* NAVD 88 ORTHO HEIGHT -   237.880 (meters)      780.44  (feet) ADJUSTED
 DL5196  ______________________________________________________________________
 DL5196  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 DL5196  DYNAMIC HEIGHT  -        237.834 (meters)      780.29  (feet) COMP
 DL5196  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DL5196
 DL5196  VERT ORDER      -  FIRST     CLASS II
 DL5196
 DL5196.The horizontal coordinates were determined by differentially corrected
 DL5196.hand held GPS observations or other comparable positioning techniques
 DL5196.and have an estimated accuracy of +/- 3 meters.
 DL5196
 DL5196.The orthometric height was determined by differential leveling and
 DL5196.adjusted by the NATIONAL GEODETIC SURVEY
 DL5196.in October 2009.
 DL5196
 DL5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5196.GEOID18 height accuracy estimate available here.
 DL5196
 DL5196.Click photographs - Photos may exist for this station.
 DL5196
 DL5196.The dynamic height is computed by dividing the NAVD 88
 DL5196.geopotential number by the normal gravity value computed on the
 DL5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5196.degrees latitude (g = 980.6199 gals.).
 DL5196
 DL5196.The modeled gravity was interpolated from observed gravity values.
 DL5196
 DL5196;                    North         East    Units  Estimated Accuracy
 DL5196;SPC MI S     -   229,340.9   3,969,361.9     MT  (+/- 3 meters HH1 GPS) 
 DL5196
 DL5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8204025917(NAD 83)
 DL5196
 DL5196                          SUPERSEDED SURVEY CONTROL
 DL5196
 DL5196.No superseded survey control is available for this station.
 DL5196
 DL5196_MARKER: DD = SURVEY DISK
 DL5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5196_STAMPING: 37003 2007
 DL5196_MARK LOGO: MIDT
 DL5196_PROJECTION: FLUSH
 DL5196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5196+STABILITY: SURFACE MOTION
 DL5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5196+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2017
 DL5196
 DL5196  HISTORY     - Date     Condition        Report By
 DL5196  HISTORY     - 2007     MONUMENTED       MIDT
 DL5196  HISTORY     - 20080501 GOOD             COLEM
 DL5196  HISTORY     - 20170613 GOOD             ROWESE
 DL5196
 DL5196                          STATION DESCRIPTION
 DL5196
 DL5196'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH
 DL5196'BUSINESS HIGHWAY 127 ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT PLEASANT,
 DL5196'MI, GO WEST ON BUSINESS 127 FOR 0.47 MI (0.8 KM) TO THE STATION ON THE
 DL5196'RIGHT.
 DL5196'
 DL5196'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL POINT
 DL5196'DISK SET IN THE TOP OF A CONCRETE CYLINDER,
 DL5196'
 DL5196'112.2 FT (34.2 M) NORTHWEST OF THE NORTH POST TO A SIGN --WRONG WAY--,
 DL5196'21.0 FT (6.4 M) NORTH OF THE NORTH EDGE OF PAVEMENT TO NORTHBOUND
 DL5196'BUSINESS 127, 2.85 FT (0.9 M) SOUTH OF A FENCE, 1.7 FT (0.5 M) SOUTH
 DL5196'OF AN ORANGE CARSONITE WITNESS POST.
 DL5196
 DL5196                          STATION RECOVERY (2017)
 DL5196
 DL5196'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2017 (TLK)
 DL5196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5197 ***********************************************************************
 DL5197  DESIGNATION -  37004
 DL5197  PID         -  DL5197
 DL5197  STATE/COUNTY-  MI/ISABELLA
 DL5197  COUNTRY     -  US
 DL5197  USGS QUAD   -  SHEPHERD (2017)
 DL5197
 DL5197                         *CURRENT SURVEY CONTROL
 DL5197  ______________________________________________________________________
 DL5197* NAD 83(1986) POSITION- 43 33 50.32   (N) 084 44 57.46   (W)   HD_HELD1
 DL5197* NAVD 88 ORTHO HEIGHT -   239.150 (meters)      784.61  (feet) ADJUSTED
 DL5197  ______________________________________________________________________
 DL5197  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 DL5197  DYNAMIC HEIGHT  -        239.103 (meters)      784.46  (feet) COMP
 DL5197  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DL5197
 DL5197  VERT ORDER      -  FIRST     CLASS II
 DL5197
 DL5197.The horizontal coordinates were determined by differentially corrected
 DL5197.hand held GPS observations or other comparable positioning techniques
 DL5197.and have an estimated accuracy of +/- 3 meters.
 DL5197
 DL5197.The orthometric height was determined by differential leveling and
 DL5197.adjusted by the NATIONAL GEODETIC SURVEY
 DL5197.in October 2009.
 DL5197
 DL5197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5197.GEOID18 height accuracy estimate available here.
 DL5197
 DL5197.Click photographs - Photos may exist for this station.
 DL5197
 DL5197.The dynamic height is computed by dividing the NAVD 88
 DL5197.geopotential number by the normal gravity value computed on the
 DL5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5197.degrees latitude (g = 980.6199 gals.).
 DL5197
 DL5197.The modeled gravity was interpolated from observed gravity values.
 DL5197
 DL5197;                    North         East    Units  Estimated Accuracy
 DL5197;SPC MI S     -   229,339.7   3,969,087.8     MT  (+/- 3 meters HH1 GPS) 
 DL5197
 DL5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8176625907(NAD 83)
 DL5197
 DL5197                          SUPERSEDED SURVEY CONTROL
 DL5197
 DL5197.No superseded survey control is available for this station.
 DL5197
 DL5197_MARKER: DD = SURVEY DISK
 DL5197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5197_STAMPING: 37004 2007
 DL5197_MARK LOGO: MIDT
 DL5197_PROJECTION: FLUSH
 DL5197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5197+STABILITY: SURFACE MOTION
 DL5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5197+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DL5197
 DL5197  HISTORY     - Date     Condition        Report By
 DL5197  HISTORY     - 2007     MONUMENTED       MIDT
 DL5197  HISTORY     - 20070501 GOOD             COLEM
 DL5197  HISTORY     - 20170614 GOOD             ROWESE
 DL5197
 DL5197                          STATION DESCRIPTION
 DL5197
 DL5197'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2007 (JV)
 DL5197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH
 DL5197'BUSINESS 127 ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT PLEASANT, MI, GO
 DL5197'WEST ON BUSINESS 127 FOR 0.64 MI (1.0 KM) TO THE STATION ON THE LEFT
 DL5197'IN THE MEDIAN OF THE HIGHWAY.
 DL5197'
 DL5197'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL POINT
 DL5197'DISK SET IN THE TOP OF AN 18 INCH (46 CM) CONCRETE CYLINDER,
 DL5197'
 DL5197'110.7 FT (33.7 M) SOUTHWEST OF A FENCE, 104.0 FT (31.7 M) SOUTHEAST OF
 DL5197'A SIGN --SPEED LIMIT 55--, 12.5 FT (3.8 M) NORTHEAST OF THE NORTH EDGE
 DL5197'OF PAVEMENT FOR SOUTHBOUND BUSINESS 127, 1.8 FT (0.5 M) SOUTH OF AN
 DL5197'ORANGE CARSONITE WITNESS POST.
 DL5197
 DL5197                          STATION RECOVERY (2017)
 DL5197
 DL5197'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2017 (SJS)
 DL5197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5198 ***********************************************************************
 DL5198  DESIGNATION -  37006
 DL5198  PID         -  DL5198
 DL5198  STATE/COUNTY-  MI/ISABELLA
 DL5198  COUNTRY     -  US
 DL5198  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5198
 DL5198                         *CURRENT SURVEY CONTROL
 DL5198  ______________________________________________________________________
 DL5198* NAD 83(1986) POSITION- 43 33 56.24   (N) 084 45 13.74   (W)   HD_HELD1
 DL5198* NAVD 88 ORTHO HEIGHT -   238.553 (meters)      782.65  (feet) ADJUSTED
 DL5198  ______________________________________________________________________
 DL5198  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 DL5198  DYNAMIC HEIGHT  -        238.506 (meters)      782.50  (feet) COMP
 DL5198  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 DL5198
 DL5198  VERT ORDER      -  FIRST     CLASS II
 DL5198
 DL5198.The horizontal coordinates were determined by differentially corrected
 DL5198.hand held GPS observations or other comparable positioning techniques
 DL5198.and have an estimated accuracy of +/- 3 meters.
 DL5198
 DL5198.The orthometric height was determined by differential leveling and
 DL5198.adjusted by the NATIONAL GEODETIC SURVEY
 DL5198.in October 2009.
 DL5198
 DL5198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5198.GEOID18 height accuracy estimate available here.
 DL5198
 DL5198.Click photographs - Photos may exist for this station.
 DL5198
 DL5198.The dynamic height is computed by dividing the NAVD 88
 DL5198.geopotential number by the normal gravity value computed on the
 DL5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5198.degrees latitude (g = 980.6199 gals.).
 DL5198
 DL5198.The modeled gravity was interpolated from observed gravity values.
 DL5198
 DL5198;                    North         East    Units  Estimated Accuracy
 DL5198;SPC MI S     -   229,524.0   3,968,723.3     MT  (+/- 3 meters HH1 GPS) 
 DL5198
 DL5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8139626080(NAD 83)
 DL5198
 DL5198                          SUPERSEDED SURVEY CONTROL
 DL5198
 DL5198.No superseded survey control is available for this station.
 DL5198
 DL5198_MARKER: DD = SURVEY DISK
 DL5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5198_STAMPING: 37006 2007
 DL5198_MARK LOGO: MIDT
 DL5198_PROJECTION: FLUSH
 DL5198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5198+STABILITY: SURFACE MOTION
 DL5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5198+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DL5198
 DL5198  HISTORY     - Date     Condition        Report By
 DL5198  HISTORY     - 2007     MONUMENTED       MIDT
 DL5198  HISTORY     - 20080501 GOOD             COLEM
 DL5198  HISTORY     - 20170614 GOOD             ROWESE
 DL5198
 DL5198                          STATION DESCRIPTION
 DL5198
 DL5198'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH
 DL5198'BUSINESS 127 ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT PLEASANT, MI, GO
 DL5198'WEST ON BUSINESS 127 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DL5198'
 DL5198'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL POINT
 DL5198'DISK SET IN THE TOP OF AN 18 INCH (46 CM) CONCRETE CYLINDER,
 DL5198'
 DL5198'46.12 FT (14.1 M) SOUTH OF A 8 INCH (20 CM) APPLE TREE, 34.0 FT (10.4
 DL5198'M) NORTHEAST OF THE NORTH EDGE OF PAVEMENT FOR NORTHBOUND BUSINESS
 DL5198'127, 4.2 FT (1.3 M) SOUTHWEST OF A FENCE, 1.8 FT (0.5 M) SOUTHWEST OF
 DL5198'AN ORANGE CARSONITE WITNESS POST.
 DL5198
 DL5198                          STATION RECOVERY (2017)
 DL5198
 DL5198'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2017 (SJS)
 DL5198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5137 ***********************************************************************
 DL5137  DESIGNATION -  37200
 DL5137  PID         -  DL5137
 DL5137  STATE/COUNTY-  MI/ISABELLA
 DL5137  COUNTRY     -  US
 DL5137  USGS QUAD   -  BLANCHARD (2017)
 DL5137
 DL5137                         *CURRENT SURVEY CONTROL
 DL5137  ______________________________________________________________________
 DL5137* NAD 83(1986) POSITION- 43 35 45.07   (N) 085 04 00.04   (W)   HD_HELD1
 DL5137* NAVD 88 ORTHO HEIGHT -   306.096 (meters)     1004.25  (feet) ADJUSTED
 DL5137  ______________________________________________________________________
 DL5137  GEOID HEIGHT    -        -32.759 (meters)                     GEOID18
 DL5137  DYNAMIC HEIGHT  -        306.039 (meters)     1004.06  (feet) COMP
 DL5137  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL5137
 DL5137  VERT ORDER      -  FIRST     CLASS II
 DL5137
 DL5137.The horizontal coordinates were determined by differentially corrected
 DL5137.hand held GPS observations or other comparable positioning techniques
 DL5137.and have an estimated accuracy of +/- 3 meters.
 DL5137
 DL5137.The orthometric height was determined by differential leveling and
 DL5137.adjusted by the NATIONAL GEODETIC SURVEY
 DL5137.in October 2009.
 DL5137
 DL5137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5137.GEOID18 height accuracy estimate available here.
 DL5137
 DL5137.Click photographs - Photos may exist for this station.
 DL5137
 DL5137.The dynamic height is computed by dividing the NAVD 88
 DL5137.geopotential number by the normal gravity value computed on the
 DL5137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5137.degrees latitude (g = 980.6199 gals.).
 DL5137
 DL5137.The modeled gravity was interpolated from observed gravity values.
 DL5137
 DL5137;                    North         East    Units  Estimated Accuracy
 DL5137;SPC MI S     -   233,045.8   3,943,476.6     MT  (+/- 3 meters HH1 GPS) 
 DL5137
 DL5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5605228802(NAD 83)
 DL5137
 DL5137                          SUPERSEDED SURVEY CONTROL
 DL5137
 DL5137.No superseded survey control is available for this station.
 DL5137
 DL5137_MARKER: DD = SURVEY DISK
 DL5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5137_STAMPING: 37200 2007
 DL5137_MARK LOGO: MIDT
 DL5137_PROJECTION: FLUSH
 DL5137_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5137+STABILITY: SURFACE MOTION
 DL5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5137+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2023
 DL5137
 DL5137  HISTORY     - Date     Condition        Report By
 DL5137  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5137  HISTORY     - 20230626 GOOD             MIDT
 DL5137
 DL5137                          STATION DESCRIPTION
 DL5137
 DL5137'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5137'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5137'ABOUT 21 MI (33.8 KM) SOUTHEAST OF BIG RAPIDS, 15 MI (24.1 KM)
 DL5137'SOUTHWEST MOUNT PLEASANT, 13 MI (20.9 KM) NORTHWEST OF EDMORE.
 DL5137'
 DL5137'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5137'MI GO EAST ON M-20 FOR 3.9 MI (6.3 KM) TO THE INTERSECTION OF M-20
 DL5137'WITH SHERMAN ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5137'INTERSECTION.
 DL5137'
 DL5137'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5137'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5137'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5137'
 DL5137'THE STATION IS 54.1 FT (16.5 M) WEST OF THE CENTERLINE OF SHERMAN
 DL5137'ROAD, 49.1 FT (15.0 M) SOUTHEAST OF THE CENTER OF A CONCRETE CULVERT
 DL5137'APRON, 47.2 FT (14.4 M) TO THE CENTERLINE OF M-20, 3.1 FT (0.9 M)
 DL5137'SOUTH OF A CARSONITE WITNESS POST.
 DL5137
 DL5137                          STATION RECOVERY (2023)
 DL5137
 DL5137'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 DL5137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5138 ***********************************************************************
 DL5138  DESIGNATION -  37201
 DL5138  PID         -  DL5138
 DL5138  STATE/COUNTY-  MI/ISABELLA
 DL5138  COUNTRY     -  US
 DL5138  USGS QUAD   -  BLANCHARD (2017)
 DL5138
 DL5138                         *CURRENT SURVEY CONTROL
 DL5138  ______________________________________________________________________
 DL5138* NAD 83(1986) POSITION- 43 35 44.82   (N) 085 02 48.50   (W)   HD_HELD1
 DL5138* NAVD 88 ORTHO HEIGHT -   311.846 (meters)     1023.11  (feet) ADJUSTED
 DL5138  ______________________________________________________________________
 DL5138  GEOID HEIGHT    -        -32.792 (meters)                     GEOID18
 DL5138  DYNAMIC HEIGHT  -        311.788 (meters)     1022.92  (feet) COMP
 DL5138  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DL5138
 DL5138  VERT ORDER      -  FIRST     CLASS II
 DL5138
 DL5138.The horizontal coordinates were determined by differentially corrected
 DL5138.hand held GPS observations or other comparable positioning techniques
 DL5138.and have an estimated accuracy of +/- 3 meters.
 DL5138
 DL5138.The orthometric height was determined by differential leveling and
 DL5138.adjusted by the NATIONAL GEODETIC SURVEY
 DL5138.in October 2009.
 DL5138
 DL5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5138.GEOID18 height accuracy estimate available here.
 DL5138
 DL5138.Click photographs - Photos may exist for this station.
 DL5138
 DL5138.The dynamic height is computed by dividing the NAVD 88
 DL5138.geopotential number by the normal gravity value computed on the
 DL5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5138.degrees latitude (g = 980.6199 gals.).
 DL5138
 DL5138.The modeled gravity was interpolated from observed gravity values.
 DL5138
 DL5138;                    North         East    Units  Estimated Accuracy
 DL5138;SPC MI S     -   233,024.9   3,945,081.1     MT  (+/- 3 meters HH1 GPS) 
 DL5138
 DL5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5765628832(NAD 83)
 DL5138
 DL5138                          SUPERSEDED SURVEY CONTROL
 DL5138
 DL5138.No superseded survey control is available for this station.
 DL5138
 DL5138_MARKER: DD = SURVEY DISK
 DL5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5138_STAMPING: 37201 2007
 DL5138_MARK LOGO: MIDT
 DL5138_PROJECTION: FLUSH
 DL5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5138+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2025
 DL5138
 DL5138  HISTORY     - Date     Condition        Report By
 DL5138  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5138  HISTORY     - 20230626 GOOD             MIDT
 DL5138  HISTORY     - 20250721 GOOD             MIDT
 DL5138
 DL5138                          STATION DESCRIPTION
 DL5138
 DL5138'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5138'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5138'ABOUT 9 MI (14.5 KM) EAST OF MECOSTA, 9 MI (14.5 KM) NORTHWEST OF
 DL5138'WINN, 7 MI (11.3 KM) SOUTHEAST OF WEIDMAN.
 DL5138'
 DL5138'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5138'MI GO EAST ON M-20 FOR 4.9 MI (7.9 KM) TO THE INTERSECTION OF M-20
 DL5138'WITH WYMAN ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5138'INTERSECTION.
 DL5138'
 DL5138'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5138'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5138'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5138'
 DL5138'THE STATION IS 98.9 FT (30.1 M) SOUTHEAST OF 14 INCH (36 CM) POPLAR,
 DL5138'51.9 FT (15.8 M) WEST OF THE CENTERLINE OF WYMAN ROAD, 47.2 FT (14.4
 DL5138'M) NORTH OF THE CENTERLINE OF M-20, 3.4 FT (1.0 M) SOUTH OF A
 DL5138'CARSONITE WITNESS POST.
 DL5138
 DL5138                          STATION RECOVERY (2023)
 DL5138
 DL5138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 DL5138'RECOVERED IN GOOD CONDITION.
 DL5138
 DL5138                          STATION RECOVERY (2025)
 DL5138
 DL5138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5139 ***********************************************************************
 DL5139  DESIGNATION -  37202
 DL5139  PID         -  DL5139
 DL5139  STATE/COUNTY-  MI/ISABELLA
 DL5139  COUNTRY     -  US
 DL5139  USGS QUAD   -  BLANCHARD (2017)
 DL5139
 DL5139                         *CURRENT SURVEY CONTROL
 DL5139  ______________________________________________________________________
 DL5139* NAD 83(2011) POSITION- 43 35 45.36634(N) 085 01 36.52192(W)   ADJUSTED
 DL5139* NAD 83(2011) ELLIP HT-   278.402 (meters)        (06/27/12)   ADJUSTED
 DL5139* NAD 83(2011) EPOCH   -  2010.00
 DL5139* NAVD 88 ORTHO HEIGHT -   311.227 (meters)     1021.08  (feet) ADJUSTED
 DL5139  ______________________________________________________________________
 DL5139  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DL5139  NAD 83(2011) X  -    401,090.977 (meters)                     COMP
 DL5139  NAD 83(2011) Y  - -4,609,332.524 (meters)                     COMP
 DL5139  NAD 83(2011) Z  -  4,375,879.156 (meters)                     COMP
 DL5139  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 DL5139  DYNAMIC HEIGHT  -        311.170 (meters)     1020.90  (feet) COMP
 DL5139  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 DL5139
 DL5139  VERT ORDER      -  FIRST     CLASS II
 DL5139
 DL5139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5139  Standards:
 DL5139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5139  -------------------------------------------------------------------
 DL5139  NETWORK    0.34   0.49           0.16   0.10   0.25      0.00471964
 DL5139  -------------------------------------------------------------------
 DL5139  Click here for local accuracies and other accuracy information.
 DL5139
 DL5139.The horizontal coordinates were established by GPS observations
 DL5139.and adjusted by the National Geodetic Survey in June 2012.
 DL5139
 DL5139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5139.been affixed to the stable North American tectonic plate. See 
 DL5139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5139
 DL5139.The horizontal coordinates are valid at the epoch date displayed above
 DL5139.which is a decimal equivalence of Year/Month/Day.
 DL5139
 DL5139.The orthometric height was determined by differential leveling and
 DL5139.adjusted by the NATIONAL GEODETIC SURVEY
 DL5139.in October 2009.
 DL5139
 DL5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5139.GEOID18 height accuracy estimate available here.
 DL5139
 DL5139.Click photographs - Photos may exist for this station.
 DL5139
 DL5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5139
 DL5139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5139
 DL5139.The ellipsoidal height was determined by GPS observations
 DL5139.and is referenced to NAD 83.
 DL5139
 DL5139.The dynamic height is computed by dividing the NAVD 88
 DL5139.geopotential number by the normal gravity value computed on the
 DL5139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5139.degrees latitude (g = 980.6199 gals.).
 DL5139
 DL5139.The modeled gravity was interpolated from observed gravity values.
 DL5139
 DL5139. The following values were computed from the NAD 83(2011) position.
 DL5139
 DL5139;                    North         East     Units Scale Factor Converg.
 DL5139;SPC MI S     -   233,028.908 3,946,695.682   MT  0.99998388   -0 26 57.3
 DL5139;SPC MI S     -   764,530.54 12,948,476.65   iFT  0.99998388   -0 26 57.3
 DL5139;UTM  16      - 4,828,887.374   659,269.884   MT  0.99991203   +1 21 39.4
 DL5139
 DL5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5139!SPC MI S     -   0.99995634  x   0.99998388  =   0.99994023
 DL5139!UTM  16      -   0.99995634  x   0.99991203  =   0.99986838
 DL5139
 DL5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5926928887(NAD 83)
 DL5139
 DL5139                          SUPERSEDED SURVEY CONTROL
 DL5139
 DL5139  NAD 83(2007)-  43 35 45.36651(N)    085 01 36.52253(W) AD(2002.00) B
 DL5139  ELLIP H (10/23/09)  278.422  (m)                       GP(2002.00) 3 1
 DL5139
 DL5139.Superseded values are not recommended for survey control.
 DL5139
 DL5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5139.See file dsdata.pdf to determine how the superseded data were derived.
 DL5139
 DL5139_MARKER: DD = SURVEY DISK
 DL5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5139_STAMPING: 37202 2007
 DL5139_MARK LOGO: MIDT
 DL5139_PROJECTION: FLUSH
 DL5139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5139+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 DL5139
 DL5139  HISTORY     - Date     Condition        Report By
 DL5139  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5139  HISTORY     - 20200626 GOOD             MIDT
 DL5139
 DL5139                          STATION DESCRIPTION
 DL5139
 DL5139'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5139'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5139'ABOUT 6 MI (9.7 KM) EAST OF REMUS, 4 MI (6.4 KM) NORTHEAST OF
 DL5139'MILLBROOK, 7 MI (11.3 KM) SOUTHWEST OF WEIDMAN.
 DL5139'
 DL5139'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5139'MI GO EAST ON M-20 FOR 5.9 MI (9.5 KM) TO THE INTERSECTION OF M-20
 DL5139'WITH ROLAND ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5139'INTERSECTION.
 DL5139'
 DL5139'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5139'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5139'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5139'
 DL5139'THE STATION IS 64.8 FT (19.8 M) TO THE CENTERLINE OF M-20, 56.8 FT
 DL5139'(17.3 M) WEST OF THE CENTERLINE OF ROLAND ROAD, 56.8 FT (17.3 M)
 DL5139'NORTHWEST OF THE MONUMENT BOX FOR SECTION CORNER, 47.5 FT (14.5 M)
 DL5139'EAST OF A CONCRETE CULVERT, 2.9 FT (0.9 M) SOUTH OF A CARSONITE
 DL5139'WITNESS POST.
 DL5139
 DL5139                          STATION RECOVERY (2020)
 DL5139
 DL5139'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5139'THE MARK IS 28.4 FT (8.7 M) WEST OF A POST FOR A STOP SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5140 ***********************************************************************
 DL5140  DESIGNATION -  37203
 DL5140  PID         -  DL5140
 DL5140  STATE/COUNTY-  MI/ISABELLA
 DL5140  COUNTRY     -  US
 DL5140  USGS QUAD   -  BLANCHARD (2017)
 DL5140
 DL5140                         *CURRENT SURVEY CONTROL
 DL5140  ______________________________________________________________________
 DL5140* NAD 83(1986) POSITION- 43 35 47.1    (N) 085 00 25.3    (W)   HD_HELD2
 DL5140* NAVD 88 ORTHO HEIGHT -   299.775 (meters)      983.51  (feet) ADJUSTED
 DL5140  ______________________________________________________________________
 DL5140  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 DL5140  DYNAMIC HEIGHT  -        299.719 (meters)      983.33  (feet) COMP
 DL5140  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DL5140
 DL5140  VERT ORDER      -  FIRST     CLASS II
 DL5140
 DL5140.The horizontal coordinates were established by autonomous hand held GPS
 DL5140.observations and have an estimated accuracy of +/- 10 meters.
 DL5140
 DL5140.The orthometric height was determined by differential leveling and
 DL5140.adjusted by the NATIONAL GEODETIC SURVEY
 DL5140.in October 2009.
 DL5140
 DL5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5140.GEOID18 height accuracy estimate available here.
 DL5140
 DL5140.Click photographs - Photos may exist for this station.
 DL5140
 DL5140.The dynamic height is computed by dividing the NAVD 88
 DL5140.geopotential number by the normal gravity value computed on the
 DL5140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5140.degrees latitude (g = 980.6199 gals.).
 DL5140
 DL5140.The modeled gravity was interpolated from observed gravity values.
 DL5140
 DL5140;                    North         East    Units  Estimated Accuracy
 DL5140;SPC MI S     -   233,070.    3,948,294.      MT  (+/- 10 meters HH2 GPS)
 DL5140
 DL5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6086528978(NAD 83)
 DL5140
 DL5140                          SUPERSEDED SURVEY CONTROL
 DL5140
 DL5140.No superseded survey control is available for this station.
 DL5140
 DL5140_MARKER: DD = SURVEY DISK
 DL5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5140_STAMPING: 37203 2007
 DL5140_MARK LOGO: MIDT
 DL5140_PROJECTION: FLUSH
 DL5140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5140+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5140
 DL5140  HISTORY     - Date     Condition        Report By
 DL5140  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5140
 DL5140                          STATION DESCRIPTION
 DL5140
 DL5140'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5140'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5140'ABOUT 7 MI (11.3 KM) EAST OF REMUS, 7 MI (11.3 KM) SOUTHWEST OF
 DL5140'WEIDMAN, 5 MI (8.0 KM) NORTHEAST OF MILLBROOK.
 DL5140'
 DL5140'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5140'MI GO EAST ON M-20 FOR 6.9 MI (11.1 KM) TO THE INTERSECTION OF M-20
 DL5140'WITH BRINTON ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5140'INTERSECTION.
 DL5140'
 DL5140'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5140'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5140'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5140'
 DL5140'THE STATION IS 70.0 FT (21.3 M) NORTHWEST OF A MONUMENT BOX FOR
 DL5140'SECTION CORNER, 56.8 FT (17.3 M) NORTH OF THE CENTERLINE OF M-20, 60.3
 DL5140'FT (18.4 M) WEST OF THE CENTERLINE OF BRINTON ROAD, 40.6 FT (12.4 M)
 DL5140'SOUTHWEST OF A POWER POLE, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 DL5140'POST.  ---   NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5141 ***********************************************************************
 DL5141  DESIGNATION -  37204
 DL5141  PID         -  DL5141
 DL5141  STATE/COUNTY-  MI/ISABELLA
 DL5141  COUNTRY     -  US
 DL5141  USGS QUAD   -  WINN (2017)
 DL5141
 DL5141                         *CURRENT SURVEY CONTROL
 DL5141  ______________________________________________________________________
 DL5141* NAD 83(1986) POSITION- 43 35 48.20   (N) 084 59 12.91   (W)   HD_HELD1
 DL5141* NAVD 88 ORTHO HEIGHT -   283.064 (meters)      928.69  (feet) ADJUSTED
 DL5141  ______________________________________________________________________
 DL5141  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 DL5141  DYNAMIC HEIGHT  -        283.011 (meters)      928.51  (feet) COMP
 DL5141  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DL5141
 DL5141  VERT ORDER      -  FIRST     CLASS II
 DL5141
 DL5141.The horizontal coordinates were determined by differentially corrected
 DL5141.hand held GPS observations or other comparable positioning techniques
 DL5141.and have an estimated accuracy of +/- 3 meters.
 DL5141
 DL5141.The orthometric height was determined by differential leveling and
 DL5141.adjusted by the NATIONAL GEODETIC SURVEY
 DL5141.in October 2009.
 DL5141
 DL5141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5141.GEOID18 height accuracy estimate available here.
 DL5141
 DL5141.Click photographs - Photos may exist for this station.
 DL5141
 DL5141.The dynamic height is computed by dividing the NAVD 88
 DL5141.geopotential number by the normal gravity value computed on the
 DL5141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5141.degrees latitude (g = 980.6199 gals.).
 DL5141
 DL5141.The modeled gravity was interpolated from observed gravity values.
 DL5141
 DL5141;                    North         East    Units  Estimated Accuracy
 DL5141;SPC MI S     -   233,091.9   3,949,917.4     MT  (+/- 3 meters HH1 GPS) 
 DL5141
 DL5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6248729052(NAD 83)
 DL5141
 DL5141                          SUPERSEDED SURVEY CONTROL
 DL5141
 DL5141.No superseded survey control is available for this station.
 DL5141
 DL5141_MARKER: DD = SURVEY DISK
 DL5141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5141_STAMPING: 37204 2007
 DL5141_MARK LOGO: MIDT
 DL5141_PROJECTION: FLUSH
 DL5141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5141+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5141
 DL5141  HISTORY     - Date     Condition        Report By
 DL5141  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5141
 DL5141                          STATION DESCRIPTION
 DL5141
 DL5141'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5141'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5141'ABOUT 8 MI (12.9 KM) EAST OF REMUS, 6 MI (9.7 KM) SOUTHWEST OF
 DL5141'WEIDMAN, 6 MI (9.7 KM) NORTHEAST OF MILLBROOK.
 DL5141'
 DL5141'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5141'MI GO EAST ON M-20 FOR 7.9 MI (12.7 KM) TO THE INTERSECTION OF M-20
 DL5141'WITH COLDWATER ROAD AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 DL5141'INTERSECTION.  THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF
 DL5141'TRANSPORTATION HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12
 DL5141'INCH (30 CM) DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5141'
 DL5141'THE STATION IS 112.7 FT (34.4 M) NORTH OF THE CENTERLINE OF M-20, 59.0
 DL5141'FT (18.0 M) EAST OF THE CENTERLINE OF COLDWATER ROAD, 54.0 FT (16.5 M)
 DL5141'SOUTHEAST OF THE BASE OF A SIGN --BACK OF SHOULDER ONLY--, 3.5 FT (1.1
 DL5141'M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5142 ***********************************************************************
 DL5142  DESIGNATION -  37205
 DL5142  PID         -  DL5142
 DL5142  STATE/COUNTY-  MI/ISABELLA
 DL5142  COUNTRY     -  US
 DL5142  USGS QUAD   -  WINN (2017)
 DL5142
 DL5142                         *CURRENT SURVEY CONTROL
 DL5142  ______________________________________________________________________
 DL5142* NAD 83(1986) POSITION- 43 35 47.8    (N) 084 58 07.2    (W)   HD_HELD2
 DL5142* NAVD 88 ORTHO HEIGHT -   288.864 (meters)      947.71  (feet) ADJUSTED
 DL5142  ______________________________________________________________________
 DL5142  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 DL5142  DYNAMIC HEIGHT  -        288.810 (meters)      947.54  (feet) COMP
 DL5142  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DL5142
 DL5142  VERT ORDER      -  FIRST     CLASS II
 DL5142
 DL5142.The horizontal coordinates were established by autonomous hand held GPS
 DL5142.observations and have an estimated accuracy of +/- 10 meters.
 DL5142
 DL5142.The orthometric height was determined by differential leveling and
 DL5142.adjusted by the NATIONAL GEODETIC SURVEY
 DL5142.in October 2009.
 DL5142
 DL5142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5142.GEOID18 height accuracy estimate available here.
 DL5142
 DL5142.Click photographs - Photos may exist for this station.
 DL5142
 DL5142.The dynamic height is computed by dividing the NAVD 88
 DL5142.geopotential number by the normal gravity value computed on the
 DL5142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5142.degrees latitude (g = 980.6199 gals.).
 DL5142
 DL5142.The modeled gravity was interpolated from observed gravity values.
 DL5142
 DL5142;                    North         East    Units  Estimated Accuracy
 DL5142;SPC MI S     -   233,069.    3,951,391.      MT  (+/- 10 meters HH2 GPS)
 DL5142
 DL5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6396129075(NAD 83)
 DL5142
 DL5142                          SUPERSEDED SURVEY CONTROL
 DL5142
 DL5142.No superseded survey control is available for this station.
 DL5142
 DL5142_MARKER: DD = SURVEY DISK
 DL5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5142_STAMPING: 37205 2007
 DL5142_MARK LOGO: MIDT
 DL5142_PROJECTION: FLUSH
 DL5142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5142+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5142
 DL5142  HISTORY     - Date     Condition        Report By
 DL5142  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5142
 DL5142                          STATION DESCRIPTION
 DL5142
 DL5142'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5142'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, BROOMFIELD TOWNSHIP
 DL5142'ABOUT 9 MI (14.5 KM) EAST OF REMUS, 7 MI (11.3 KM) NORTHEAST OF
 DL5142'MILLBROOK, 6 MI (9.7 KM) SOUTH OF WEIDMAN.
 DL5142'
 DL5142'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5142'MI GO EAST ON M-20 FOR 7.9 MI (12.7 KM) TO THE INTERSECTION OF M-20
 DL5142'WITH COLDWATER ROAD, CONTINUE EAST ON M-20 FOR 0.9 MI (1.4 KM) AND THE
 DL5142'STATION ON THE LEFT.
 DL5142'
 DL5142'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5142'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5142'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5142'
 DL5142'THE STATION IS 42.6 FT (13.0 M) SOUTH OF A FENCE, 35.5 FT (10.8 M)
 DL5142'NORTH OF THE CENTERLINE OF M-20, 7.9 FT (2.4 M) NORTHWEST OF THE WEST
 DL5142'END OF A GUARD RAIL, 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5143 ***********************************************************************
 DL5143  DESIGNATION -  37206
 DL5143  PID         -  DL5143
 DL5143  STATE/COUNTY-  MI/ISABELLA
 DL5143  COUNTRY     -  US
 DL5143  USGS QUAD   -  WINN (2017)
 DL5143
 DL5143                         *CURRENT SURVEY CONTROL
 DL5143  ______________________________________________________________________
 DL5143* NAD 83(2011) POSITION- 43 35 49.69401(N) 084 56 52.20529(W)   ADJUSTED
 DL5143* NAD 83(2011) ELLIP HT-   229.042 (meters)        (06/27/12)   ADJUSTED
 DL5143* NAD 83(2011) EPOCH   -  2010.00
 DL5143* NAVD 88 ORTHO HEIGHT -   262.038 (meters)      859.70  (feet) ADJUSTED
 DL5143  ______________________________________________________________________
 DL5143  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 DL5143  NAD 83(2011) X  -    407,432.867 (meters)                     COMP
 DL5143  NAD 83(2011) Y  - -4,608,647.924 (meters)                     COMP
 DL5143  NAD 83(2011) Z  -  4,375,941.850 (meters)                     COMP
 DL5143  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 DL5143  DYNAMIC HEIGHT  -        261.989 (meters)      859.54  (feet) COMP
 DL5143  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DL5143
 DL5143  VERT ORDER      -  FIRST     CLASS II
 DL5143
 DL5143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5143  Standards:
 DL5143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5143  -------------------------------------------------------------------
 DL5143  NETWORK    0.28   0.47           0.13   0.09   0.24     -0.02392176
 DL5143  -------------------------------------------------------------------
 DL5143  Click here for local accuracies and other accuracy information.
 DL5143
 DL5143.The horizontal coordinates were established by GPS observations
 DL5143.and adjusted by the National Geodetic Survey in June 2012.
 DL5143
 DL5143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5143.been affixed to the stable North American tectonic plate. See 
 DL5143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5143
 DL5143.The horizontal coordinates are valid at the epoch date displayed above
 DL5143.which is a decimal equivalence of Year/Month/Day.
 DL5143
 DL5143.The orthometric height was determined by differential leveling and
 DL5143.adjusted by the NATIONAL GEODETIC SURVEY
 DL5143.in October 2009.
 DL5143
 DL5143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5143.GEOID18 height accuracy estimate available here.
 DL5143
 DL5143.Click photographs - Photos may exist for this station.
 DL5143
 DL5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5143
 DL5143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5143
 DL5143.The ellipsoidal height was determined by GPS observations
 DL5143.and is referenced to NAD 83.
 DL5143
 DL5143.The dynamic height is computed by dividing the NAVD 88
 DL5143.geopotential number by the normal gravity value computed on the
 DL5143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5143.degrees latitude (g = 980.6199 gals.).
 DL5143
 DL5143.The modeled gravity was interpolated from observed gravity values.
 DL5143
 DL5143. The following values were computed from the NAD 83(2011) position.
 DL5143
 DL5143;                    North         East     Units Scale Factor Converg.
 DL5143;SPC MI S     -   233,115.454 3,953,073.590   MT  0.99998414   -0 23 43.8
 DL5143;SPC MI S     -   764,814.48 12,969,401.54   iFT  0.99998414   -0 23 43.8
 DL5143;UTM  16      - 4,829,175.370   665,641.496   MT  0.99993749   +1 24 55.7
 DL5143
 DL5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5143!SPC MI S     -   0.99996408  x   0.99998414  =   0.99994823
 DL5143!UTM  16      -   0.99996408  x   0.99993749  =   0.99990158
 DL5143
 DL5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6564129175(NAD 83)
 DL5143
 DL5143                          SUPERSEDED SURVEY CONTROL
 DL5143
 DL5143  NAD 83(2007)-  43 35 49.69418(N)    084 56 52.20593(W) AD(2002.00) B
 DL5143  ELLIP H (10/19/09)  229.070  (m)                       GP(2002.00) 1 1
 DL5143
 DL5143.Superseded values are not recommended for survey control.
 DL5143
 DL5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5143.See file dsdata.pdf to determine how the superseded data were derived.
 DL5143
 DL5143_MARKER: DD = SURVEY DISK
 DL5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5143_STAMPING: 37206 2007
 DL5143_MARK LOGO: MIDT
 DL5143_PROJECTION: FLUSH
 DL5143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5143+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5143
 DL5143  HISTORY     - Date     Condition        Report By
 DL5143  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5143
 DL5143                          STATION DESCRIPTION
 DL5143
 DL5143'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5143'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5143'ABOUT 9 MI (14.5 KM) EAST OF REMUS, 7 MI (11.3 KM) NORTHEAST OF
 DL5143'MILLBROOK, 6 MI (9.7 KM) SOUTH OF WEIDMAN.
 DL5143'
 DL5143'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5143'MI GO EAST ON M-20 FOR 9.9 MI (15.9 KM) TO THE INTERSECTION OF M-20
 DL5143'WITH LITTLEFIELD ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5143'INTERSECTION.
 DL5143'
 DL5143'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5143'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5143'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5143'
 DL5143'THE STATION IS 92.1 FT (28.1 M) NORTH OF THE CENTERLINE OF M-20, 86.7
 DL5143'FT (26.4 M) SOUTHWEST OF A POWER POLE, 73.9 FT (22.5 M) WEST OF THE
 DL5143'CENTERLINE OF LITTLEFIELD ROAD, 51.3 FT (15.6 M) NORTHWEST OF A 12
 DL5143'INCH (30 CM) CONCRETE CULVERT, 2.9 FT (0.9 M) SOUTH OF A CARSONITE
 DL5143'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5144 ***********************************************************************
 DL5144  DESIGNATION -  37207
 DL5144  PID         -  DL5144
 DL5144  STATE/COUNTY-  MI/ISABELLA
 DL5144  COUNTRY     -  US
 DL5144  USGS QUAD   -  WINN (2017)
 DL5144
 DL5144                         *CURRENT SURVEY CONTROL
 DL5144  ______________________________________________________________________
 DL5144* NAD 83(1986) POSITION- 43 35 51.1    (N) 084 55 40.1    (W)   HD_HELD2
 DL5144* NAVD 88 ORTHO HEIGHT -   266.382 (meters)      873.95  (feet) ADJUSTED
 DL5144  ______________________________________________________________________
 DL5144  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 DL5144  DYNAMIC HEIGHT  -        266.332 (meters)      873.79  (feet) COMP
 DL5144  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 DL5144
 DL5144  VERT ORDER      -  FIRST     CLASS II
 DL5144
 DL5144.The horizontal coordinates were established by autonomous hand held GPS
 DL5144.observations and have an estimated accuracy of +/- 10 meters.
 DL5144
 DL5144.The orthometric height was determined by differential leveling and
 DL5144.adjusted by the NATIONAL GEODETIC SURVEY
 DL5144.in October 2009.
 DL5144
 DL5144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5144.GEOID18 height accuracy estimate available here.
 DL5144
 DL5144.Click photographs - Photos may exist for this station.
 DL5144
 DL5144.The dynamic height is computed by dividing the NAVD 88
 DL5144.geopotential number by the normal gravity value computed on the
 DL5144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5144.degrees latitude (g = 980.6199 gals.).
 DL5144
 DL5144.The modeled gravity was interpolated from observed gravity values.
 DL5144
 DL5144;                    North         East    Units  Estimated Accuracy
 DL5144;SPC MI S     -   233,148.    3,954,691.      MT  (+/- 10 meters HH2 GPS)
 DL5144
 DL5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6725729258(NAD 83)
 DL5144
 DL5144                          SUPERSEDED SURVEY CONTROL
 DL5144
 DL5144.No superseded survey control is available for this station.
 DL5144
 DL5144_MARKER: DD = SURVEY DISK
 DL5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5144_STAMPING: 37207 2007
 DL5144_MARK LOGO: MIDT
 DL5144_PROJECTION: FLUSH
 DL5144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5144+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5144
 DL5144  HISTORY     - Date     Condition        Report By
 DL5144  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5144
 DL5144                          STATION DESCRIPTION
 DL5144
 DL5144'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5144'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5144'ABOUT 11 MI (17.7 KM) EAST OF REMUS, 5 MI (8.0 KM) NORTHWEST OF WINN,
 DL5144'6 MI (9.7 KM) SOUTHEAST OF WEIDMAN.
 DL5144'
 DL5144'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5144'MI GO EAST ON M-20 FOR 10.9 MI (17.5 KM) TO THE INTERSECTION OF M-20
 DL5144'WITH GILMORE ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5144'INTERSECTION.
 DL5144'
 DL5144'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5144'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5144'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5144'
 DL5144'THE STATION IS 94.9 FT (28.9 M) TO THE POST OF A SIGN --M-20 WEST--,
 DL5144'48.8 FT (14.9 M) NORTH OF THE CENTERLINE OF M-20, 35.9 FT (10.9 M)
 DL5144'WEST OF THE CENTERLINE OF GILMORE ROAD, 8.4 FT (2.6 M) NORTHWEST OF A
 DL5144'POWER POLE, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST.
 DL5144'
 DL5144'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5145 ***********************************************************************
 DL5145  DESIGNATION -  37208
 DL5145  PID         -  DL5145
 DL5145  STATE/COUNTY-  MI/ISABELLA
 DL5145  COUNTRY     -  US
 DL5145  USGS QUAD   -  WINN (2017)
 DL5145
 DL5145                         *CURRENT SURVEY CONTROL
 DL5145  ______________________________________________________________________
 DL5145* NAD 83(1986) POSITION- 43 35 51.36   (N) 084 54 28.25   (W)   HD_HELD1
 DL5145* NAVD 88 ORTHO HEIGHT -   274.785 (meters)      901.52  (feet) ADJUSTED
 DL5145  ______________________________________________________________________
 DL5145  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 DL5145  DYNAMIC HEIGHT  -        274.733 (meters)      901.35  (feet) COMP
 DL5145  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 DL5145
 DL5145  VERT ORDER      -  FIRST     CLASS II
 DL5145
 DL5145.The horizontal coordinates were determined by differentially corrected
 DL5145.hand held GPS observations or other comparable positioning techniques
 DL5145.and have an estimated accuracy of +/- 3 meters.
 DL5145
 DL5145.The orthometric height was determined by differential leveling and
 DL5145.adjusted by the NATIONAL GEODETIC SURVEY
 DL5145.in October 2009.
 DL5145
 DL5145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5145.GEOID18 height accuracy estimate available here.
 DL5145
 DL5145.Click photographs - Photos may exist for this station.
 DL5145
 DL5145.The dynamic height is computed by dividing the NAVD 88
 DL5145.geopotential number by the normal gravity value computed on the
 DL5145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5145.degrees latitude (g = 980.6199 gals.).
 DL5145
 DL5145.The modeled gravity was interpolated from observed gravity values.
 DL5145
 DL5145;                    North         East    Units  Estimated Accuracy
 DL5145;SPC MI S     -   233,145.3   3,956,302.7     MT  (+/- 3 meters HH1 GPS) 
 DL5145
 DL5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6886729307(NAD 83)
 DL5145
 DL5145                          SUPERSEDED SURVEY CONTROL
 DL5145
 DL5145.No superseded survey control is available for this station.
 DL5145
 DL5145_MARKER: DD = SURVEY DISK
 DL5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5145_STAMPING: 37208 2007
 DL5145_MARK LOGO: MIDT
 DL5145_PROJECTION: FLUSH
 DL5145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5145+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2025
 DL5145
 DL5145  HISTORY     - Date     Condition        Report By
 DL5145  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5145  HISTORY     - 20200921 GOOD             MTECH
 DL5145  HISTORY     - 20250721 GOOD             MIDT
 DL5145
 DL5145                          STATION DESCRIPTION
 DL5145
 DL5145'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5145'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5145'ABOUT 12 MI (19.3 KM) EAST OF REMUS, 7 MI (11.3 KM) SOUTHEAST OF
 DL5145'WEIDMAN, 5 MI (8.0 KM) NORTH OF WINN.
 DL5145'
 DL5145'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5145'MI GO EAST ON M-20 FOR 11.9 MI (19.1 KM) TO THE INTERSECTION OF M-20
 DL5145'WITH WINN ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5145'INTERSECTION.
 DL5145'
 DL5145'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5145'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5145'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5145'
 DL5145'THE STATION IS 67.1 FT (20.5 M) NORTHWEST OF A MONUMENT BOX FOR A
 DL5145'SECTION CORNER, 58.5 FT (17.8 M) WEST OF THE CENTERLINE OF WINN ROAD,
 DL5145'39.3 FT (12.0 M) NORTH OF THE CENTERLINE OF M-20, 18.1 FT (5.5 M)
 DL5145'SOUTHWEST OF THE WESTERLY POWER POLE, 19.1 FT (5.8 M) SOUTHEAST OF THE
 DL5145'EASTERLY TELEPHONE PEDESTAL, 2.8 FT (0.9 M) SOUTH OF A CARSONITE
 DL5145'WITNESS POST.
 DL5145
 DL5145                          STATION RECOVERY (2020)
 DL5145
 DL5145'RECOVERY NOTE BY HIGHLANDS COLLEGE OF MONTANA TECH 2020 (CH)
 DL5145'RECOVERED IN GOOD CONDITION.
 DL5145
 DL5145                          STATION RECOVERY (2025)
 DL5145
 DL5145'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5146 ***********************************************************************
 DL5146  DESIGNATION -  37209
 DL5146  PID         -  DL5146
 DL5146  STATE/COUNTY-  MI/ISABELLA
 DL5146  COUNTRY     -  US
 DL5146  USGS QUAD   -  WINN (2017)
 DL5146
 DL5146                         *CURRENT SURVEY CONTROL
 DL5146  ______________________________________________________________________
 DL5146* NAD 83(2011) POSITION- 43 35 51.80307(N) 084 53 14.56894(W)   ADJUSTED
 DL5146* NAD 83(2011) ELLIP HT-   232.225 (meters)        (06/27/12)   ADJUSTED
 DL5146* NAD 83(2011) EPOCH   -  2010.00
 DL5146* NAVD 88 ORTHO HEIGHT -   265.357 (meters)      870.59  (feet) ADJUSTED
 DL5146  ______________________________________________________________________
 DL5146  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 DL5146  NAD 83(2011) X  -    412,291.571 (meters)                     COMP
 DL5146  NAD 83(2011) Y  - -4,608,173.051 (meters)                     COMP
 DL5146  NAD 83(2011) Z  -  4,375,991.185 (meters)                     COMP
 DL5146  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 DL5146  DYNAMIC HEIGHT  -        265.307 (meters)      870.43  (feet) COMP
 DL5146  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 DL5146
 DL5146  VERT ORDER      -  FIRST     CLASS II
 DL5146
 DL5146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5146  Standards:
 DL5146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5146  -------------------------------------------------------------------
 DL5146  NETWORK    0.34   0.51           0.16   0.11   0.26     -0.01883999
 DL5146  -------------------------------------------------------------------
 DL5146  Click here for local accuracies and other accuracy information.
 DL5146
 DL5146.The horizontal coordinates were established by GPS observations
 DL5146.and adjusted by the National Geodetic Survey in June 2012.
 DL5146
 DL5146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5146.been affixed to the stable North American tectonic plate. See 
 DL5146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5146
 DL5146.The horizontal coordinates are valid at the epoch date displayed above
 DL5146.which is a decimal equivalence of Year/Month/Day.
 DL5146
 DL5146.The orthometric height was determined by differential leveling and
 DL5146.adjusted by the NATIONAL GEODETIC SURVEY
 DL5146.in October 2009.
 DL5146
 DL5146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5146.GEOID18 height accuracy estimate available here.
 DL5146
 DL5146.Click photographs - Photos may exist for this station.
 DL5146
 DL5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5146
 DL5146.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5146
 DL5146.The ellipsoidal height was determined by GPS observations
 DL5146.and is referenced to NAD 83.
 DL5146
 DL5146.The dynamic height is computed by dividing the NAVD 88
 DL5146.geopotential number by the normal gravity value computed on the
 DL5146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5146.degrees latitude (g = 980.6199 gals.).
 DL5146
 DL5146.The modeled gravity was interpolated from observed gravity values.
 DL5146
 DL5146. The following values were computed from the NAD 83(2011) position.
 DL5146
 DL5146;                    North         East     Units Scale Factor Converg.
 DL5146;SPC MI S     -   233,148.599 3,957,955.327   MT  0.99998427   -0 21 15.7
 DL5146;SPC MI S     -   764,923.23 12,985,417.74   iFT  0.99998427   -0 21 15.7
 DL5146;UTM  16      - 4,829,362.790   670,519.567   MT  0.99995767   +1 27 25.9
 DL5146
 DL5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5146!SPC MI S     -   0.99996359  x   0.99998427  =   0.99994786
 DL5146!UTM  16      -   0.99996359  x   0.99995767  =   0.99992126
 DL5146
 DL5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7051929362(NAD 83)
 DL5146
 DL5146                          SUPERSEDED SURVEY CONTROL
 DL5146
 DL5146  NAD 83(2007)-  43 35 51.80326(N)    084 53 14.56962(W) AD(2002.00) B
 DL5146  ELLIP H (10/23/09)  232.250  (m)                       GP(2002.00) 3 1
 DL5146
 DL5146.Superseded values are not recommended for survey control.
 DL5146
 DL5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5146.See file dsdata.pdf to determine how the superseded data were derived.
 DL5146
 DL5146_MARKER: DD = SURVEY DISK
 DL5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5146_STAMPING: 37209 2007
 DL5146_MARK LOGO: MIDT
 DL5146_PROJECTION: FLUSH
 DL5146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5146+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL5146
 DL5146  HISTORY     - Date     Condition        Report By
 DL5146  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5146  HISTORY     - 20200624 GOOD             MIDT
 DL5146
 DL5146                          STATION DESCRIPTION
 DL5146
 DL5146'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5146'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5146'ABOUT 13 MI (20.9 KM) EAST OF REMUS, 7 MI (11.3 KM) SOUTHEAST OF
 DL5146'WEIDMAN, 5 MI (8.0 KM) NORTHEAST OF WINN.
 DL5146'
 DL5146'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5146'MI GO EAST ON M-20 FOR 12.9 MI (20.8 KM) TO THE INTERSECTION OF M-20
 DL5146'WITH VANDECAR ROAD AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 DL5146'INTERSECTION.
 DL5146'
 DL5146'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5146'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5146'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5146'
 DL5146'THE STATION IS 80.1 FT (24.4 M) EAST OF THE CENTERLINE OF VANDECAR
 DL5146'ROAD, 69.2 FT (21.1 M) NORTHWEST OF A POST TO A SIGN --M-20 EAST--,
 DL5146'18.9 FT (5.8 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF M-20, 15.9 FT
 DL5146'(4.8 M) EAST OF A POWER POLE, 2.9 FT (0.9 M) SOUTH OF A CARSONITE
 DL5146'WITNESS POST.
 DL5146
 DL5146                          STATION RECOVERY (2020)
 DL5146
 DL5146'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5147 ***********************************************************************
 DL5147  DESIGNATION -  37210
 DL5147  PID         -  DL5147
 DL5147  STATE/COUNTY-  MI/ISABELLA
 DL5147  COUNTRY     -  US
 DL5147  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5147
 DL5147                         *CURRENT SURVEY CONTROL
 DL5147  ______________________________________________________________________
 DL5147* NAD 83(1986) POSITION- 43 35 52.5    (N) 084 52 04.3    (W)   HD_HELD2
 DL5147* NAVD 88 ORTHO HEIGHT -   250.021 (meters)      820.28  (feet) ADJUSTED
 DL5147  ______________________________________________________________________
 DL5147  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 DL5147  DYNAMIC HEIGHT  -        249.973 (meters)      820.12  (feet) COMP
 DL5147  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DL5147
 DL5147  VERT ORDER      -  FIRST     CLASS II
 DL5147
 DL5147.The horizontal coordinates were established by autonomous hand held GPS
 DL5147.observations and have an estimated accuracy of +/- 10 meters.
 DL5147
 DL5147.The orthometric height was determined by differential leveling and
 DL5147.adjusted by the NATIONAL GEODETIC SURVEY
 DL5147.in October 2009.
 DL5147
 DL5147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5147.GEOID18 height accuracy estimate available here.
 DL5147
 DL5147.Click photographs - Photos may exist for this station.
 DL5147
 DL5147.The dynamic height is computed by dividing the NAVD 88
 DL5147.geopotential number by the normal gravity value computed on the
 DL5147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5147.degrees latitude (g = 980.6199 gals.).
 DL5147
 DL5147.The modeled gravity was interpolated from observed gravity values.
 DL5147
 DL5147;                    North         East    Units  Estimated Accuracy
 DL5147;SPC MI S     -   233,161.    3,959,531.      MT  (+/- 10 meters HH2 GPS)
 DL5147
 DL5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7209429424(NAD 83)
 DL5147
 DL5147                          SUPERSEDED SURVEY CONTROL
 DL5147
 DL5147.No superseded survey control is available for this station.
 DL5147
 DL5147_MARKER: DD = SURVEY DISK
 DL5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5147_STAMPING: 37210 2007
 DL5147_MARK LOGO: MIDT
 DL5147_PROJECTION: FLUSH
 DL5147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5147+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5147
 DL5147  HISTORY     - Date     Condition        Report By
 DL5147  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5147
 DL5147                          STATION DESCRIPTION
 DL5147
 DL5147'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5147'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5147'ABOUT 14 MI (22.5 KM) EAST OF REMUS, 8 MI (12.9 KM) SOUTHEAST OF
 DL5147'WEIDMAN, 5 MI (8.0 KM) NORTHEAST OF WINN.
 DL5147'
 DL5147'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5147'MI GO EAST ON M-20 FOR 13.9 MI (22.4 KM) TO THE INTERSECTION OF M-20
 DL5147'WITH NOTTAWA ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5147'INTERSECTION.
 DL5147'
 DL5147'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5147'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5147'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5147'
 DL5147'THE STATION IS 103.2 FT (31.5 M) SOUTH OF A POWER POLE, 38.1 FT (11.6
 DL5147'M) NORTH OF THE NORTH EDGE OF PAVEMENT FOR M-20, 4.8 FT (1.5 M)
 DL5147'SOUTHEAST OF A POWER POLE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 DL5147'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5148 ***********************************************************************
 DL5148  DESIGNATION -  37211
 DL5148  PID         -  DL5148
 DL5148  STATE/COUNTY-  MI/ISABELLA
 DL5148  COUNTRY     -  US
 DL5148  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5148
 DL5148                         *CURRENT SURVEY CONTROL
 DL5148  ______________________________________________________________________
 DL5148* NAD 83(1986) POSITION- 43 35 48.4    (N) 084 50 53.6    (W)   HD_HELD2
 DL5148* NAVD 88 ORTHO HEIGHT -   248.219 (meters)      814.37  (feet) ADJUSTED
 DL5148  ______________________________________________________________________
 DL5148  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 DL5148  DYNAMIC HEIGHT  -        248.171 (meters)      814.21  (feet) COMP
 DL5148  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 DL5148
 DL5148  VERT ORDER      -  FIRST     CLASS II
 DL5148
 DL5148.The horizontal coordinates were established by autonomous hand held GPS
 DL5148.observations and have an estimated accuracy of +/- 10 meters.
 DL5148
 DL5148.The orthometric height was determined by differential leveling and
 DL5148.adjusted by the NATIONAL GEODETIC SURVEY
 DL5148.in October 2009.
 DL5148
 DL5148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5148.GEOID18 height accuracy estimate available here.
 DL5148
 DL5148.Click photographs - Photos may exist for this station.
 DL5148
 DL5148.The dynamic height is computed by dividing the NAVD 88
 DL5148.geopotential number by the normal gravity value computed on the
 DL5148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5148.degrees latitude (g = 980.6199 gals.).
 DL5148
 DL5148.The modeled gravity was interpolated from observed gravity values.
 DL5148
 DL5148;                    North         East    Units  Estimated Accuracy
 DL5148;SPC MI S     -   233,025.    3,961,116.      MT  (+/- 10 meters HH2 GPS)
 DL5148
 DL5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7368229338(NAD 83)
 DL5148
 DL5148                          SUPERSEDED SURVEY CONTROL
 DL5148
 DL5148.No superseded survey control is available for this station.
 DL5148
 DL5148_MARKER: DD = SURVEY DISK
 DL5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5148_STAMPING: 37211 2007
 DL5148_MARK LOGO: MIDT
 DL5148_PROJECTION: FLUSH
 DL5148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5148+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5148
 DL5148  HISTORY     - Date     Condition        Report By
 DL5148  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5148
 DL5148                          STATION DESCRIPTION
 DL5148
 DL5148'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5148'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5148'ABOUT 15 MI (24.1 KM) EAST OF REMUS, 5 MI (8.0 KM) NORTHEAST OF WINN,
 DL5148'4 MI (6.4 KM) WEST OF M-20 WITH BUSINESS HIGHWAY 127.
 DL5148'
 DL5148'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5148'WITH M-20 IN MOUNT PLEASANT MI GO WEST ON M-20 FOR 4 MI (6.4 KM) TO
 DL5148'THE INTERSECTION OF M-20 WITH MERIDIAN ROAD AND THE STATION IN THE
 DL5148'NORTHWEST QUADRANT OF THE INTERSECTION.
 DL5148'
 DL5148'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5148'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5148'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5148'
 DL5148'THE STATION IS 35.2 FT (10.7 M) WEST OF A POWER POLE, 49.3 FT (15.0 M)
 DL5148'WEST OF THE BACK OF CURB TO MERIDIAN ROAD, 17.1 FT (5.2 M) WEST OF THE
 DL5148'POST FOR SIGN --M-20 WEST--, 15.4 FT (4.7 M) NORTH OF THE NORTH EDGE
 DL5148'OF PAVEMENT FOR M-20, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 DL5148'POST.
 DL5148'
 DL5148'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5149 ***********************************************************************
 DL5149  DESIGNATION -  37212
 DL5149  PID         -  DL5149
 DL5149  STATE/COUNTY-  MI/ISABELLA
 DL5149  COUNTRY     -  US
 DL5149  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5149
 DL5149                         *CURRENT SURVEY CONTROL
 DL5149  ______________________________________________________________________
 DL5149* NAD 83(1986) POSITION- 43 35 48.5    (N) 084 49 38.1    (W)   HD_HELD2
 DL5149* NAVD 88 ORTHO HEIGHT -   249.635 (meters)      819.01  (feet) ADJUSTED
 DL5149  ______________________________________________________________________
 DL5149  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 DL5149  DYNAMIC HEIGHT  -        249.587 (meters)      818.85  (feet) COMP
 DL5149  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 DL5149
 DL5149  VERT ORDER      -  FIRST     CLASS II
 DL5149
 DL5149.The horizontal coordinates were established by autonomous hand held GPS
 DL5149.observations and have an estimated accuracy of +/- 10 meters.
 DL5149
 DL5149.The orthometric height was determined by differential leveling and
 DL5149.adjusted by the NATIONAL GEODETIC SURVEY
 DL5149.in October 2009.
 DL5149
 DL5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5149.GEOID18 height accuracy estimate available here.
 DL5149
 DL5149.Click photographs - Photos may exist for this station.
 DL5149
 DL5149.The dynamic height is computed by dividing the NAVD 88
 DL5149.geopotential number by the normal gravity value computed on the
 DL5149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5149.degrees latitude (g = 980.6199 gals.).
 DL5149
 DL5149.The modeled gravity was interpolated from observed gravity values.
 DL5149
 DL5149;                    North         East    Units  Estimated Accuracy
 DL5149;SPC MI S     -   233,018.    3,962,810.      MT  (+/- 10 meters HH2 GPS)
 DL5149
 DL5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7537529386(NAD 83)
 DL5149
 DL5149                          SUPERSEDED SURVEY CONTROL
 DL5149
 DL5149.No superseded survey control is available for this station.
 DL5149
 DL5149_MARKER: DD = SURVEY DISK
 DL5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5149_STAMPING: 37212 2007
 DL5149_MARK LOGO: MIDT
 DL5149_PROJECTION: FLUSH
 DL5149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5149+STABILITY: SURFACE MOTION
 DL5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5149+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5149
 DL5149  HISTORY     - Date     Condition        Report By
 DL5149  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5149
 DL5149                          STATION DESCRIPTION
 DL5149
 DL5149'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5149'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5149'ABOUT 16 MI (25.7 KM) EAST OF REMUS, 6 MI (9.7 KM) NORTHEAST OF WINN,
 DL5149'3 MI (4.8 KM) WEST OF M-20 WITH BUSINESS HIGHWAY 127.
 DL5149'
 DL5149'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5149'WITH M-20 IN MOUNT PLEASANT MI GO WEST ON M-20 FOR 3 MI (4.8 KM) AND
 DL5149'THE STATION ON THE LEFT.
 DL5149'
 DL5149'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5149'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5149'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5149'
 DL5149'THE STATION IS 129 FT (39.3 M) EAST OF A GRAVEL DRIVE TO ADDRESS 1030,
 DL5149'115.3 NORTHEAST OF A 6 INCH (15 CM) RED PINE, 65.7 FT (20.0 M) WEST OF
 DL5149'A TELEPHONE PEDESTAL, 19.9 FT (6.1 M) SOUTH OF THE SOUTH EDGE OF
 DL5149'PAVEMENT OF M-20, 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5150 ***********************************************************************
 DL5150  DESIGNATION -  37213
 DL5150  PID         -  DL5150
 DL5150  STATE/COUNTY-  MI/ISABELLA
 DL5150  COUNTRY     -  US
 DL5150  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5150
 DL5150                         *CURRENT SURVEY CONTROL
 DL5150  ______________________________________________________________________
 DL5150* NAD 83(2011) POSITION- 43 35 48.68509(N) 084 48 26.70705(W)   ADJUSTED
 DL5150* NAD 83(2011) ELLIP HT-   206.441 (meters)        (06/27/12)   ADJUSTED
 DL5150* NAD 83(2011) EPOCH   -  2010.00
 DL5150* NAVD 88 ORTHO HEIGHT -   239.761 (meters)      786.62  (feet) ADJUSTED
 DL5150  ______________________________________________________________________
 DL5150  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 DL5150  NAD 83(2011) X  -    418,726.621 (meters)                     COMP
 DL5150  NAD 83(2011) Y  - -4,607,640.663 (meters)                     COMP
 DL5150  NAD 83(2011) Z  -  4,375,903.714 (meters)                     COMP
 DL5150  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 DL5150  DYNAMIC HEIGHT  -        239.715 (meters)      786.47  (feet) COMP
 DL5150  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 DL5150
 DL5150  VERT ORDER      -  FIRST     CLASS II
 DL5150
 DL5150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5150  Standards:
 DL5150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5150  -------------------------------------------------------------------
 DL5150  NETWORK    0.29   0.49           0.13   0.10   0.25     -0.03219816
 DL5150  -------------------------------------------------------------------
 DL5150  Click here for local accuracies and other accuracy information.
 DL5150
 DL5150.The horizontal coordinates were established by GPS observations
 DL5150.and adjusted by the National Geodetic Survey in June 2012.
 DL5150
 DL5150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5150.been affixed to the stable North American tectonic plate. See 
 DL5150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5150
 DL5150.The horizontal coordinates are valid at the epoch date displayed above
 DL5150.which is a decimal equivalence of Year/Month/Day.
 DL5150
 DL5150.The orthometric height was determined by differential leveling and
 DL5150.adjusted by the NATIONAL GEODETIC SURVEY
 DL5150.in October 2009.
 DL5150
 DL5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5150.GEOID18 height accuracy estimate available here.
 DL5150
 DL5150.Click photographs - Photos may exist for this station.
 DL5150
 DL5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5150
 DL5150.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5150
 DL5150.The ellipsoidal height was determined by GPS observations
 DL5150.and is referenced to NAD 83.
 DL5150
 DL5150.The dynamic height is computed by dividing the NAVD 88
 DL5150.geopotential number by the normal gravity value computed on the
 DL5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5150.degrees latitude (g = 980.6199 gals.).
 DL5150
 DL5150.The modeled gravity was interpolated from observed gravity values.
 DL5150
 DL5150. The following values were computed from the NAD 83(2011) position.
 DL5150
 DL5150;                    North         East     Units Scale Factor Converg.
 DL5150;SPC MI S     -   233,015.508 3,964,411.208   MT  0.99998408   -0 17 59.8
 DL5150;SPC MI S     -   764,486.57 13,006,598.45   iFT  0.99998408   -0 17 59.8
 DL5150;UTM  16      - 4,829,433.892   676,976.346   MT  0.99998527   +1 30 44.5
 DL5150
 DL5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5150!SPC MI S     -   0.99996763  x   0.99998408  =   0.99995171
 DL5150!UTM  16      -   0.99996763  x   0.99998527  =   0.99995290
 DL5150
 DL5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7697629433(NAD 83)
 DL5150
 DL5150                          SUPERSEDED SURVEY CONTROL
 DL5150
 DL5150  NAD 83(2007)-  43 35 48.68522(N)    084 48 26.70781(W) AD(2002.00) B
 DL5150  ELLIP H (10/23/09)  206.466  (m)                       GP(2002.00) 3 1
 DL5150
 DL5150.Superseded values are not recommended for survey control.
 DL5150
 DL5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5150.See file dsdata.pdf to determine how the superseded data were derived.
 DL5150
 DL5150_MARKER: DD = SURVEY DISK
 DL5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5150_STAMPING: 37213 2007
 DL5150_MARK LOGO: MIDT
 DL5150_PROJECTION: FLUSH
 DL5150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5150+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DL5150
 DL5150  HISTORY     - Date     Condition        Report By
 DL5150  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5150  HISTORY     - 20181104 GOOD             ROWEIN
 DL5150  HISTORY     - 20190904 GOOD             INDIV
 DL5150  HISTORY     - 20200623 GOOD             MIDT
 DL5150  HISTORY     - 20241112 GOOD             ROWESE
 DL5150
 DL5150                          STATION DESCRIPTION
 DL5150
 DL5150'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5150'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, DEERFIELD TOWNSHIP
 DL5150'ABOUT 17 MI (27.4 KM) EAST OF REMUS, 7 MI (11.3 KM) NORTHEAST OF WINN,
 DL5150'2 MI (3.2 KM) WEST OF M-20 WITH BUSINESS HIGHWAY 127.
 DL5150'
 DL5150'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5150'WITH M-20 IN MOUNT PLEASANT MI GO WEST ON M-20 FOR 2 MI (3.2 KM) TO
 DL5150'THE INTERSECTION OF M-20 WITH LINCOLN ROAD AND THE STATION IN THE
 DL5150'SOUTHEAST QUADRANT OF THE INTERSECTION
 DL5150'
 DL5150'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5150'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5150'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5150'
 DL5150'THE STATION IS 53.1 FT (16.2 M) EAST OF THE BACK OF CURB FOR LINCOLN
 DL5150'ROAD, 20.5 FT (6.2 M) WEST OF A POST FOR SIGN --M-20 EAST--, 17.1 FT
 DL5150'(5.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A RECTANGULAR CONCRETE
 DL5150'GTE ACCESS COVER, 8.2 FT (2.5 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT
 DL5150'FOR M-20, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DL5150
 DL5150                          STATION RECOVERY (2018)
 DL5150
 DL5150'RECOVERY NOTE BY ROWE INCORPORATED 2018 (TLK)
 DL5150'RECOVERED IN GOOD CONDITION.
 DL5150
 DL5150                          STATION RECOVERY (2019)
 DL5150
 DL5150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RC)
 DL5150'RECOVERED IN GOOD CONDITION.
 DL5150
 DL5150                          STATION RECOVERY (2020)
 DL5150
 DL5150'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5150'NEW CARSONITE WITNESS POST PLACED 3 FT (0.9 M) SOUTH OF MARKER.
 DL5150
 DL5150                          STATION RECOVERY (2024)
 DL5150
 DL5150'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2024 (RP)
 DL5150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5151 ***********************************************************************
 DL5151  DESIGNATION -  37214
 DL5151  PID         -  DL5151
 DL5151  STATE/COUNTY-  MI/ISABELLA
 DL5151  COUNTRY     -  US
 DL5151  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5151
 DL5151                         *CURRENT SURVEY CONTROL
 DL5151  ______________________________________________________________________
 DL5151* NAD 83(1986) POSITION- 43 35 49.02   (N) 084 47 24.56   (W)   HD_HELD1
 DL5151* NAVD 88 ORTHO HEIGHT -   234.422 (meters)      769.10  (feet) ADJUSTED
 DL5151  ______________________________________________________________________
 DL5151  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 DL5151  DYNAMIC HEIGHT  -        234.376 (meters)      768.95  (feet) COMP
 DL5151  MODELED GRAVITY -    980,419.7   (mgal)                       NAVD 88
 DL5151
 DL5151  VERT ORDER      -  FIRST     CLASS II
 DL5151
 DL5151.The horizontal coordinates were determined by differentially corrected
 DL5151.hand held GPS observations or other comparable positioning techniques
 DL5151.and have an estimated accuracy of +/- 3 meters.
 DL5151
 DL5151.The orthometric height was determined by differential leveling and
 DL5151.adjusted by the NATIONAL GEODETIC SURVEY
 DL5151.in October 2009.
 DL5151
 DL5151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5151.GEOID18 height accuracy estimate available here.
 DL5151
 DL5151.Click photographs - Photos may exist for this station.
 DL5151
 DL5151.The dynamic height is computed by dividing the NAVD 88
 DL5151.geopotential number by the normal gravity value computed on the
 DL5151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5151.degrees latitude (g = 980.6199 gals.).
 DL5151
 DL5151.The modeled gravity was interpolated from observed gravity values.
 DL5151
 DL5151;                    North         East    Units  Estimated Accuracy
 DL5151;SPC MI S     -   233,018.7   3,965,805.2     MT  (+/- 3 meters HH1 GPS) 
 DL5151
 DL5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7836929481(NAD 83)
 DL5151
 DL5151                          SUPERSEDED SURVEY CONTROL
 DL5151
 DL5151.No superseded survey control is available for this station.
 DL5151
 DL5151_MARKER: DD = SURVEY DISK
 DL5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5151_STAMPING: 37214 2007
 DL5151_MARK LOGO: MIDT
 DL5151_PROJECTION: FLUSH
 DL5151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5151+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5151
 DL5151  HISTORY     - Date     Condition        Report By
 DL5151  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5151  HISTORY     - 20181114 POOR             INDIV
 DL5151
 DL5151                          STATION DESCRIPTION
 DL5151
 DL5151'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5151'THE STATION IS LOCATED IN MOUNT PLEASANT MI, ISABELLA COUNTY, ABOUT 18
 DL5151'MI (29.0 KM) EAST OF REMUS, 8 MI (12.9 KM) NORTHEAST OF WINN, 1 MI
 DL5151'(1.6 KM) WEST OF M-20 WITH BUSINESS HIGHWAY 127.
 DL5151'
 DL5151'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5151'WITH M-20 IN MOUNT PLEASANT MI GO WEST ON M-20 FOR 1.1 MI (1.8 KM) AND
 DL5151'THE STATION ON THE LEFT.
 DL5151'
 DL5151'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5151'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5151'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5151'
 DL5151'THE STATION IS 74.1 FT (22.6 M) WEST OF A POST OF A SIGN --M-20
 DL5151'EAST--, 33 FT (10.1 M) EAST OF THE EXTENDED CENTERLINE OF ADAMS
 DL5151'STREET, 32.7 FT (10.0 M) EAST OF A LIGHT POLE, 19.3 FT (5.9 M)
 DL5151'NORTHEAST OF A POWER POLE, 9.5 FT (2.9 M) SOUTH OF THE SOUTH EDGE OF
 DL5151'PAVEMENT FOR M-20, 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
 DL5151
 DL5151                          STATION RECOVERY (2018)
 DL5151
 DL5151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TLK)
 DL5151'MARK APPEARS TO HAVE SETTLED/SLUMPED.  LEVEL LOOP PERFORMED ON
 DL5151'11-14-2018 BETWEEN NATIONAL GEODETIC SURVEY MARK DL4887 AND NATIONAL
 DL5151'GEODETIC SURVEY MARK DL5122 AND PASSING THROUGH NATIONAL GEODETIC
 DL5151'SURVEY MARK DL5151 SHOWED DL5151 0.06' LOWER THAN PUBLISHED ELEVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5152 ***********************************************************************
 DL5152  DESIGNATION -  37215
 DL5152  PID         -  DL5152
 DL5152  STATE/COUNTY-  MI/ISABELLA
 DL5152  COUNTRY     -  US
 DL5152  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5152
 DL5152                         *CURRENT SURVEY CONTROL
 DL5152  ______________________________________________________________________
 DL5152* NAD 83(1986) POSITION- 43 36 56.4    (N) 084 46 03.2    (W)   HD_HELD2
 DL5152* NAVD 88 ORTHO HEIGHT -   231.177 (meters)      758.45  (feet) ADJUSTED
 DL5152  ______________________________________________________________________
 DL5152  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 DL5152  DYNAMIC HEIGHT  -        231.132 (meters)      758.31  (feet) COMP
 DL5152  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 DL5152
 DL5152  VERT ORDER      -  FIRST     CLASS II
 DL5152
 DL5152.The horizontal coordinates were established by autonomous hand held GPS
 DL5152.observations and have an estimated accuracy of +/- 10 meters.
 DL5152
 DL5152.The orthometric height was determined by differential leveling and
 DL5152.adjusted by the NATIONAL GEODETIC SURVEY
 DL5152.in October 2009.
 DL5152
 DL5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5152.GEOID18 height accuracy estimate available here.
 DL5152
 DL5152.Click photographs - Photos may exist for this station.
 DL5152
 DL5152.The dynamic height is computed by dividing the NAVD 88
 DL5152.geopotential number by the normal gravity value computed on the
 DL5152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5152.degrees latitude (g = 980.6199 gals.).
 DL5152
 DL5152.The modeled gravity was interpolated from observed gravity values.
 DL5152
 DL5152;                    North         East    Units  Estimated Accuracy
 DL5152;SPC MI S     -   235,089.    3,967,640.      MT  (+/- 10 meters HH2 GPS)
 DL5152
 DL5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8013731608(NAD 83)
 DL5152
 DL5152                          SUPERSEDED SURVEY CONTROL
 DL5152
 DL5152.No superseded survey control is available for this station.
 DL5152
 DL5152_MARKER: DD = SURVEY DISK
 DL5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5152_STAMPING: 37215 2007
 DL5152_MARK LOGO: MIDT
 DL5152_PROJECTION: FLUSH
 DL5152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5152+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2025
 DL5152
 DL5152  HISTORY     - Date     Condition        Report By
 DL5152  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5152  HISTORY     - 20100629 GOOD             ROWEIN
 DL5152  HISTORY     - 20161025 GOOD             INDIV
 DL5152  HISTORY     - 20250912 GOOD             ROWESE
 DL5152
 DL5152                          STATION DESCRIPTION
 DL5152
 DL5152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5152'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ABOUT 9 MI (14.5 KM)
 DL5152'NORTHEAST OF WINN, 7 MI (11.3 KM) NORTHWEST OF SHEPHERD, 6 MI (9.7 KM)
 DL5152'SOUTH OF ROSEBUSH.
 DL5152'
 DL5152'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5152'WITH M-20 IN MOUNT PLEASANT MI GO NORTH ON BUSINESS HIGHWAY 127 FOR
 DL5152'2.25 MI (3.6 KM) TO THE INTERSECTION OF BUSINESS 127 WITH CORPORATE
 DL5152'WAY AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 DL5152'
 DL5152'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5152'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5152'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5152'
 DL5152'THE STATION IS 38.5 FT (11.7 M) NORTH OF THE BACK OF CURB FOR
 DL5152'CORPORATE WAY, 24.2 FT (7.4 M) SOUTHEAST OF A POWER POLE, 25.2 FT (7.7
 DL5152'M) SOUTHEAST OF A POWER POLE, 20.6 FT (6.3 M) TO THE BACK OF CURB FOR
 DL5152'MISSION STREET, 7.5 FT (2.3 M) WEST OF A FENCE.
 DL5152
 DL5152                          STATION RECOVERY (2010)
 DL5152
 DL5152'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL5152'RECOVERED IN GOOD CONDITION.
 DL5152
 DL5152                          STATION RECOVERY (2016)
 DL5152
 DL5152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JLO)
 DL5152'RECOVERED IN GOOD CONDITION
 DL5152
 DL5152                          STATION RECOVERY (2025)
 DL5152
 DL5152'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2025 (GS)
 DL5152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5153 ***********************************************************************
 DL5153  DESIGNATION -  37216
 DL5153  PID         -  DL5153
 DL5153  STATE/COUNTY-  MI/ISABELLA
 DL5153  COUNTRY     -  US
 DL5153  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5153
 DL5153                         *CURRENT SURVEY CONTROL
 DL5153  ______________________________________________________________________
 DL5153* NAD 83(2011) POSITION- 43 36 55.50545(N) 084 45 56.99046(W)   ADJUSTED
 DL5153* NAD 83(2011) ELLIP HT-   197.771 (meters)        (06/27/12)   ADJUSTED
 DL5153* NAD 83(2011) EPOCH   -  2010.00
 DL5153* NAVD 88 ORTHO HEIGHT -   231.223 (meters)      758.60  (feet) ADJUSTED
 DL5153  ______________________________________________________________________
 DL5153  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 DL5153  NAD 83(2011) X  -    421,940.620 (meters)                     COMP
 DL5153  NAD 83(2011) Y  - -4,605,912.834 (meters)                     COMP
 DL5153  NAD 83(2011) Z  -  4,377,391.042 (meters)                     COMP
 DL5153  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 DL5153  DYNAMIC HEIGHT  -        231.178 (meters)      758.46  (feet) COMP
 DL5153  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 DL5153
 DL5153  VERT ORDER      -  FIRST     CLASS II
 DL5153
 DL5153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5153  Standards:
 DL5153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5153  -------------------------------------------------------------------
 DL5153  NETWORK    0.30   0.41           0.14   0.10   0.21     -0.02321591
 DL5153  -------------------------------------------------------------------
 DL5153  Click here for local accuracies and other accuracy information.
 DL5153
 DL5153.The horizontal coordinates were established by GPS observations
 DL5153.and adjusted by the National Geodetic Survey in June 2012.
 DL5153
 DL5153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5153.been affixed to the stable North American tectonic plate. See 
 DL5153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5153
 DL5153.The horizontal coordinates are valid at the epoch date displayed above
 DL5153.which is a decimal equivalence of Year/Month/Day.
 DL5153
 DL5153.The orthometric height was determined by differential leveling and
 DL5153.adjusted by the NATIONAL GEODETIC SURVEY
 DL5153.in October 2009.
 DL5153
 DL5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5153.GEOID18 height accuracy estimate available here.
 DL5153
 DL5153.Click photographs - Photos may exist for this station.
 DL5153
 DL5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5153
 DL5153.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5153
 DL5153.The ellipsoidal height was determined by GPS observations
 DL5153.and is referenced to NAD 83.
 DL5153
 DL5153.The dynamic height is computed by dividing the NAVD 88
 DL5153.geopotential number by the normal gravity value computed on the
 DL5153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5153.degrees latitude (g = 980.6199 gals.).
 DL5153
 DL5153.The modeled gravity was interpolated from observed gravity values.
 DL5153
 DL5153. The following values were computed from the NAD 83(2011) position.
 DL5153
 DL5153;                    North         East     Units Scale Factor Converg.
 DL5153;SPC MI S     -   235,060.941 3,967,779.003   MT  0.99998817   -0 16 17.9
 DL5153;SPC MI S     -   771,197.31 13,017,647.65   iFT  0.99998817   -0 16 17.9
 DL5153;UTM  16      - 4,831,584.849   680,277.773   MT  0.99999977   +1 32 29.7
 DL5153
 DL5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5153!SPC MI S     -   0.99996899  x   0.99998817  =   0.99995716
 DL5153!UTM  16      -   0.99996899  x   0.99999977  =   0.99996876
 DL5153
 DL5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8027731584(NAD 83)
 DL5153
 DL5153|---------------------------------------------------------------------|
 DL5153| PID    Reference Object                     Distance      Geod. Az  |
 DL5153|                                                           dddmmss.s |
 DL5153| AJ7825 MOUNT PLEASANT CORS ARP             332.405 METERS 09642     |
 DL5153|---------------------------------------------------------------------|
 DL5153
 DL5153                          SUPERSEDED SURVEY CONTROL
 DL5153
 DL5153  NAD 83(2007)-  43 36 55.50543(N)    084 45 56.99165(W) AD(2002.00) B
 DL5153  ELLIP H (10/19/09)  197.787  (m)                       GP(2002.00) 1 1
 DL5153
 DL5153.Superseded values are not recommended for survey control.
 DL5153
 DL5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5153.See file dsdata.pdf to determine how the superseded data were derived.
 DL5153
 DL5153_MARKER: DD = SURVEY DISK
 DL5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5153_STAMPING: 37216 2007
 DL5153_MARK LOGO: MIDT
 DL5153_PROJECTION: FLUSH
 DL5153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5153+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2016
 DL5153
 DL5153  HISTORY     - Date     Condition        Report By
 DL5153  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5153  HISTORY     - 20100629 GOOD             ROWEIN
 DL5153  HISTORY     - 20161025 GOOD             INDIV
 DL5153
 DL5153                          STATION DESCRIPTION
 DL5153
 DL5153'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5153'THE STATION IS LOCATED IN MOUNT PLEASANT MI, ISABELLA COUNTY, ABOUT 9
 DL5153'MI (14.5 KM) NORTHEAST OF WINN, 7 MI (11.3 KM) NORTHWEST OF SHEPHERD,
 DL5153'6 MI (9.7 KM) SOUTH OF ROSEBUSH.
 DL5153'
 DL5153'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5153'WITH M-20 IN MOUNT PLEASANT MI GO NORTH ON BUSINESS HIGHWAY 127 FOR
 DL5153'2.25 MI (3.6 KM) TO THE INTERSECTION OF BUSINESS 127 WITH CORPORATE
 DL5153'WAY, TURN RIGHT ON CORPORATE WAY AND GO EAST FOR 500 FT (152.4 M) TO
 DL5153'THE STATION ON THE RIGHT.
 DL5153'
 DL5153'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5153'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5153'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5153'
 DL5153'THE STATION IS 109.1 FT (33.3 M) EAST OF THE ACCESS DRIVE TO MEIJERS
 DL5153'BUSINESS, 107.9 FT (32.9 M) NORTHEAST OF A LIGHT POLE, 55.1 FT (16.8
 DL5153'M) NORTHWEST OF A 20 INCH (51 CM) JACK PINE, 8.5 FT (2.6 M) SOUTH OF
 DL5153'THE BACK OF CURB FOR CORPORATE WAY, 3.0 FT (0.9 M) NORTH OF A
 DL5153'CARSONITE WITNESS POST.
 DL5153
 DL5153                          STATION RECOVERY (2010)
 DL5153
 DL5153'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL5153'RECOVERED IN GOOD CONDITION.
 DL5153
 DL5153                          STATION RECOVERY (2016)
 DL5153
 DL5153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JLO)
 DL5153'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5154 ***********************************************************************
 DL5154  DESIGNATION -  37217
 DL5154  PID         -  DL5154
 DL5154  STATE/COUNTY-  MI/ISABELLA
 DL5154  COUNTRY     -  US
 DL5154  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5154
 DL5154                         *CURRENT SURVEY CONTROL
 DL5154  ______________________________________________________________________
 DL5154* NAD 83(2011) POSITION- 43 36 55.40098(N) 084 45 29.89008(W)   ADJUSTED
 DL5154* NAD 83(2011) ELLIP HT-   197.223 (meters)        (06/27/12)   ADJUSTED
 DL5154* NAD 83(2011) EPOCH   -  2010.00
 DL5154* NAVD 88 ORTHO HEIGHT -   230.692 (meters)      756.86  (feet) ADJUSTED
 DL5154  ______________________________________________________________________
 DL5154  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 DL5154  NAD 83(2011) X  -    422,545.937 (meters)                     COMP
 DL5154  NAD 83(2011) Y  - -4,605,859.177 (meters)                     COMP
 DL5154  NAD 83(2011) Z  -  4,377,388.329 (meters)                     COMP
 DL5154  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 DL5154  DYNAMIC HEIGHT  -        230.648 (meters)      756.72  (feet) COMP
 DL5154  MODELED GRAVITY -    980,420.6   (mgal)                       NAVD 88
 DL5154
 DL5154  VERT ORDER      -  FIRST     CLASS II
 DL5154
 DL5154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5154  Standards:
 DL5154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5154  -------------------------------------------------------------------
 DL5154  NETWORK    0.30   0.41           0.14   0.10   0.21     -0.02335826
 DL5154  -------------------------------------------------------------------
 DL5154  Click here for local accuracies and other accuracy information.
 DL5154
 DL5154.The horizontal coordinates were established by GPS observations
 DL5154.and adjusted by the National Geodetic Survey in June 2012.
 DL5154
 DL5154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5154.been affixed to the stable North American tectonic plate. See 
 DL5154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5154
 DL5154.The horizontal coordinates are valid at the epoch date displayed above
 DL5154.which is a decimal equivalence of Year/Month/Day.
 DL5154
 DL5154.The orthometric height was determined by differential leveling and
 DL5154.adjusted by the NATIONAL GEODETIC SURVEY
 DL5154.in October 2009.
 DL5154
 DL5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5154.GEOID18 height accuracy estimate available here.
 DL5154
 DL5154.Click photographs - Photos may exist for this station.
 DL5154
 DL5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5154
 DL5154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5154
 DL5154.The ellipsoidal height was determined by GPS observations
 DL5154.and is referenced to NAD 83.
 DL5154
 DL5154.The dynamic height is computed by dividing the NAVD 88
 DL5154.geopotential number by the normal gravity value computed on the
 DL5154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5154.degrees latitude (g = 980.6199 gals.).
 DL5154
 DL5154.The modeled gravity was interpolated from observed gravity values.
 DL5154
 DL5154. The following values were computed from the NAD 83(2011) position.
 DL5154
 DL5154;                    North         East     Units Scale Factor Converg.
 DL5154;SPC MI S     -   235,054.863 3,968,386.643   MT  0.99998816   -0 15 59.5
 DL5154;SPC MI S     -   771,177.37 13,019,641.22   iFT  0.99998816   -0 15 59.5
 DL5154;UTM  16      - 4,831,598.001   680,885.309   MT  1.00000247   +1 32 48.4
 DL5154
 DL5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5154!SPC MI S     -   0.99996907  x   0.99998816  =   0.99995723
 DL5154!UTM  16      -   0.99996907  x   1.00000247  =   0.99997154
 DL5154
 DL5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8088531598(NAD 83)
 DL5154
 DL5154|---------------------------------------------------------------------|
 DL5154| PID    Reference Object                     Distance      Geod. Az  |
 DL5154|                                                           dddmmss.s |
 DL5154| AJ7825 MOUNT PLEASANT CORS ARP             279.807 METERS 26242     |
 DL5154|---------------------------------------------------------------------|
 DL5154
 DL5154                          SUPERSEDED SURVEY CONTROL
 DL5154
 DL5154  NAD 83(2007)-  43 36 55.40095(N)    084 45 29.89127(W) AD(2002.00) B
 DL5154  ELLIP H (10/19/09)  197.239  (m)                       GP(2002.00) 1 1
 DL5154
 DL5154.Superseded values are not recommended for survey control.
 DL5154
 DL5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5154.See file dsdata.pdf to determine how the superseded data were derived.
 DL5154
 DL5154_MARKER: DD = SURVEY DISK
 DL5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5154_STAMPING: 37217 2007
 DL5154_MARK LOGO: MIDT
 DL5154_PROJECTION: FLUSH
 DL5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5154+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL5154
 DL5154  HISTORY     - Date     Condition        Report By
 DL5154  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5154  HISTORY     - 20100629 GOOD             ROWEIN
 DL5154  HISTORY     - 20200624 GOOD             MIDT
 DL5154
 DL5154                          STATION DESCRIPTION
 DL5154
 DL5154'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5154'THE STATION IS LOCATED IN MOUNT PLEASANT MI, ISABELLA COUNTY, ABOUT 9
 DL5154'MI (14.5 KM) NORTHEAST OF WINN, 7 MI (11.3 KM) NORTHWEST OF SHEPHERD,
 DL5154'6 MI (9.7 KM) SOUTHEAST OF ROSEBUSH.
 DL5154'
 DL5154'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5154'WITH M-20 IN MOUNT PLEASANT MI GO NORTH ON BUSINESS 127 FOR 2.25 MI
 DL5154'(3.6 KM) TO THE INTERSECTION OF BUSINESS 127 WITH CORPORATE WAY, TURN
 DL5154'RIGHT ON CORPORATE WAY AND GO EAST FOR 0.5 MI (0.8 KM) TO THE
 DL5154'INTERSECTION OF CORPORATE WAY WITH PACKARD ROAD AND THE STATION IN THE
 DL5154'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DL5154'
 DL5154'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5154'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5154'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5154'
 DL5154'THE STATION IS 86.9 FT (26.5 M) NORTH OF A SIGN --C AND C
 DL5154'ENTERPRISES--, 25.5 FT (7.8 M) SOUTHWEST OF THE EAST END OF A 12 INCH
 DL5154'(30 CM) CONCRETE CULVERT, 22.1 FT (6.7 M) EAST OF THE BACK OF CURB FOR
 DL5154'PACKARD ROAD, 15.5 FT (4.7 M) SOUTH OF THE BACK OF CURB FOR CORPORATE
 DL5154'WAY, 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST.
 DL5154
 DL5154                          STATION RECOVERY (2010)
 DL5154
 DL5154'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL5154'RECOVERED IN GOOD CONDITION.
 DL5154
 DL5154                          STATION RECOVERY (2020)
 DL5154
 DL5154'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5154'STATION IS LOCATED 89 FT (27.1 M) NORTH OF SIGN FOR BUSINESS 'C C
 DL5154'ENTERPRISES'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5155 ***********************************************************************
 DL5155  DESIGNATION -  37218
 DL5155  PID         -  DL5155
 DL5155  STATE/COUNTY-  MI/ISABELLA
 DL5155  COUNTRY     -  US
 DL5155  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5155
 DL5155                         *CURRENT SURVEY CONTROL
 DL5155  ______________________________________________________________________
 DL5155* NAD 83(1986) POSITION- 43 37 10.1    (N) 084 45 44.2    (W)   HD_HELD2
 DL5155* NAVD 88 ORTHO HEIGHT -   231.948 (meters)      760.98  (feet) ADJUSTED
 DL5155  ______________________________________________________________________
 DL5155  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 DL5155  DYNAMIC HEIGHT  -        231.903 (meters)      760.84  (feet) COMP
 DL5155  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 DL5155
 DL5155  VERT ORDER      -  FIRST     CLASS II
 DL5155
 DL5155.The horizontal coordinates were established by autonomous hand held GPS
 DL5155.observations and have an estimated accuracy of +/- 10 meters.
 DL5155
 DL5155.The orthometric height was determined by differential leveling and
 DL5155.adjusted by the NATIONAL GEODETIC SURVEY
 DL5155.in October 2009.
 DL5155
 DL5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5155.GEOID18 height accuracy estimate available here.
 DL5155
 DL5155.Click photographs - Photos may exist for this station.
 DL5155
 DL5155.The dynamic height is computed by dividing the NAVD 88
 DL5155.geopotential number by the normal gravity value computed on the
 DL5155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5155.degrees latitude (g = 980.6199 gals.).
 DL5155
 DL5155.The modeled gravity was interpolated from observed gravity values.
 DL5155
 DL5155;                    North         East    Units  Estimated Accuracy
 DL5155;SPC MI S     -   235,510.    3,968,068.      MT  (+/- 10 meters HH2 GPS)
 DL5155
 DL5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8055232042(NAD 83)
 DL5155
 DL5155                          SUPERSEDED SURVEY CONTROL
 DL5155
 DL5155.No superseded survey control is available for this station.
 DL5155
 DL5155_MARKER: DD = SURVEY DISK
 DL5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5155_STAMPING: 37218 2007
 DL5155_MARK LOGO: MIDT
 DL5155_PROJECTION: FLUSH
 DL5155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5155+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5155
 DL5155  HISTORY     - Date     Condition        Report By
 DL5155  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5155
 DL5155                          STATION DESCRIPTION
 DL5155
 DL5155'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5155'THE STATION IS LOCATED IN MOUNT PLEASANT MI, ISABELLA COUNTY, ABOUT 9
 DL5155'MI (14.5 KM) NORTHEAST OF WINN, 7 MI (11.3 KM) NORTHWEST OF SHEPHERD,
 DL5155'6 MI (9.7 KM) SOUTHEAST OF ROSEBUSH.
 DL5155'
 DL5155'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS HIGHWAY 127
 DL5155'WITH M-20 IN MOUNT PLEASANT MI GO NORTH ON BUSINESS 127 FOR 2.25 MI
 DL5155'(3.6 KM) TO THE INTERSECTION OF BUSINESS 127 WITH CORPORATE WAY,
 DL5155'CONTINUE NORTH ON BUSINESS HIGHWAY 127 AND STATE HIGHWAY 127
 DL5155'NORTHBOUND ENTRANCE RAMP FOR 0.4 MI (0.6 KM) AND THE STATION ON THE
 DL5155'RIGHT.
 DL5155'
 DL5155'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5155'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5155'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5155'
 DL5155'THE STATION IS 107.8 FT (32.9 M) SOUTHWEST OF THE EAST END OF A 18
 DL5155'INCH (46 CM) CONCRETE CULVERT, 83.9 FT (25.6 M) NORTHEAST OF A 24 INCH
 DL5155'(61 CM) TWIN ELM, 55.3 FT (16.9 M) NORTHWEST OF A FENCE, 13.5 FT (4.1
 DL5155'M) SOUTHEAST OF THE EASTERLY EDGE OF PAVEMENT, 2.6 FT (0.8 M)
 DL5155'NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5156 ***********************************************************************
 DL5156  DESIGNATION -  37219
 DL5156  PID         -  DL5156
 DL5156  STATE/COUNTY-  MI/ISABELLA
 DL5156  COUNTRY     -  US
 DL5156  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL5156
 DL5156                         *CURRENT SURVEY CONTROL
 DL5156  ______________________________________________________________________
 DL5156* NAD 83(1986) POSITION- 43 37 26.2    (N) 084 45 32.7    (W)   HD_HELD2
 DL5156* NAVD 88 ORTHO HEIGHT -   233.371 (meters)      765.65  (feet) ADJUSTED
 DL5156  ______________________________________________________________________
 DL5156  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 DL5156  DYNAMIC HEIGHT  -        233.326 (meters)      765.50  (feet) COMP
 DL5156  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 DL5156
 DL5156  VERT ORDER      -  FIRST     CLASS II
 DL5156
 DL5156.The horizontal coordinates were established by autonomous hand held GPS
 DL5156.observations and have an estimated accuracy of +/- 10 meters.
 DL5156
 DL5156.The orthometric height was determined by differential leveling and
 DL5156.adjusted by the NATIONAL GEODETIC SURVEY
 DL5156.in October 2009.
 DL5156
 DL5156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5156.GEOID18 height accuracy estimate available here.
 DL5156
 DL5156.Click photographs - Photos may exist for this station.
 DL5156
 DL5156.The dynamic height is computed by dividing the NAVD 88
 DL5156.geopotential number by the normal gravity value computed on the
 DL5156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5156.degrees latitude (g = 980.6199 gals.).
 DL5156
 DL5156.The modeled gravity was interpolated from observed gravity values.
 DL5156
 DL5156;                    North         East    Units  Estimated Accuracy
 DL5156;SPC MI S     -   236,006.    3,968,328.      MT  (+/- 10 meters HH2 GPS)
 DL5156
 DL5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8079632546(NAD 83)
 DL5156
 DL5156                          SUPERSEDED SURVEY CONTROL
 DL5156
 DL5156.No superseded survey control is available for this station.
 DL5156
 DL5156_MARKER: DD = SURVEY DISK
 DL5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5156_STAMPING: 37219 2007
 DL5156_MARK LOGO: MIDT
 DL5156_PROJECTION: FLUSH
 DL5156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5156+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5156
 DL5156  HISTORY     - Date     Condition        Report By
 DL5156  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5156  HISTORY     - 20170609 GOOD             ROWESE
 DL5156  HISTORY     - 20180302 GOOD             HEI
 DL5156
 DL5156                          STATION DESCRIPTION
 DL5156
 DL5156'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5156'THE STATION IS LOCATED IN MOUNT PLEASANT MI, ISABELLA COUNTY, ABOUT 10
 DL5156'MI (16.1 KM) NORTHEAST OF WINN, 7 MI (11.3 KM) NORTHWEST OF SHEPHERD,
 DL5156'5 MI (8.0 KM) SOUTHEAST OF ROSEBUSH.
 DL5156'
 DL5156'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5156'ROSEBUSH ROAD IN MOUNT PLEASANT MI GO SOUTH ON STATE HIGHWAY 127 FOR
 DL5156'5.0 MI (8.0 KM) TO THE EXIT RAMP FOR SOUTHBOUND BUSINESS HIGHWAY 127,
 DL5156'CONTINUE SOUTH ON BUSINESS HIGHWAY 127 RAMP FOR 220 FT (67.1 M) AND
 DL5156'THE STATION ON THE LEFT.
 DL5156'
 DL5156'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5156'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5156'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5156'
 DL5156'THE STATION IS 82.3 FT (25.1 M) NORTH OF A FLARED END OF A 30 INCH (76
 DL5156'CM) CONCRETE CULVERT, 65.2 FT (19.9 M) NORTHWEST OF THE NORTH END OF A
 DL5156'GUARD RAIL, 48.5 FT (14.8 M) WEST OF THE WEST EDGE OF PAVEMENT FOR
 DL5156'SOUTHBOUND STATE HIGHWAY 127, 38.5 FT (11.7 M) EAST OF THE EAST EDGE
 DL5156'OF PAVEMENT FOR BUSINESS HIGHWAY 127 EXIT RAMP, 2.9 FT (0.9 M) NORTH
 DL5156'OF A CARSONITE WITNESS POST.
 DL5156
 DL5156                          STATION RECOVERY (2017)
 DL5156
 DL5156'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2017 (TLK)
 DL5156'RECOVERED IN GOOD CONDITION.
 DL5156
 DL5156                          STATION RECOVERY (2018)
 DL5156
 DL5156'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5157 ***********************************************************************
 DL5157  DESIGNATION -  37220
 DL5157  PID         -  DL5157
 DL5157  STATE/COUNTY-  MI/ISABELLA
 DL5157  COUNTRY     -  US
 DL5157  USGS QUAD   -  ROSEBUSH (2017)
 DL5157
 DL5157                         *CURRENT SURVEY CONTROL
 DL5157  ______________________________________________________________________
 DL5157* NAD 83(1986) POSITION- 43 37 59.1    (N) 084 45 32.6    (W)   HD_HELD2
 DL5157* NAVD 88 ORTHO HEIGHT -   230.539 (meters)      756.36  (feet) ADJUSTED
 DL5157  ______________________________________________________________________
 DL5157  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 DL5157  DYNAMIC HEIGHT  -        230.495 (meters)      756.22  (feet) COMP
 DL5157  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 DL5157
 DL5157  VERT ORDER      -  FIRST     CLASS II
 DL5157
 DL5157.The horizontal coordinates were established by autonomous hand held GPS
 DL5157.observations and have an estimated accuracy of +/- 10 meters.
 DL5157
 DL5157.The orthometric height was determined by differential leveling and
 DL5157.adjusted by the NATIONAL GEODETIC SURVEY
 DL5157.in October 2009.
 DL5157
 DL5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5157.GEOID18 height accuracy estimate available here.
 DL5157
 DL5157.Click photographs - Photos may exist for this station.
 DL5157
 DL5157.The dynamic height is computed by dividing the NAVD 88
 DL5157.geopotential number by the normal gravity value computed on the
 DL5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5157.degrees latitude (g = 980.6199 gals.).
 DL5157
 DL5157.The modeled gravity was interpolated from observed gravity values.
 DL5157
 DL5157;                    North         East    Units  Estimated Accuracy
 DL5157;SPC MI S     -   237,021.    3,968,335.      MT  (+/- 10 meters HH2 GPS)
 DL5157
 DL5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8077133561(NAD 83)
 DL5157
 DL5157                          SUPERSEDED SURVEY CONTROL
 DL5157
 DL5157.No superseded survey control is available for this station.
 DL5157
 DL5157_MARKER: DD = SURVEY DISK
 DL5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5157_STAMPING: 37220 2007
 DL5157_MARK LOGO: MIDT
 DL5157_PROJECTION: FLUSH
 DL5157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5157+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5157
 DL5157  HISTORY     - Date     Condition        Report By
 DL5157  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5157  HISTORY     - 20180302 GOOD             HEI
 DL5157
 DL5157                          STATION DESCRIPTION
 DL5157
 DL5157'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5157'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, UNION TOWNSHIP ABOUT 11
 DL5157'MI (17.7 KM) SOUTHEAST OF WEIDMAN, 8 MI (12.9 KM) NORTHWEST OF
 DL5157'SHEPHERD, 5 MI (8.0 KM) SOUTHEAST OF ROSEBUSH.
 DL5157'
 DL5157'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5157'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 4.5 MI (7.2 KM) TO THE
 DL5157'STATION ON THE RIGHT.
 DL5157'
 DL5157'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5157'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5157'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5157'
 DL5157'THE STATION IS 3090 FT (941.8 M) SOUTH OF THE MILE MARKER 145 SIGN,
 DL5157'118.8 FT (36.2 M) NORTH OF THE EAST POST TO A SIGN, 70.3 FT (21.4 M)
 DL5157'EAST OF A FENCE, 30.5 FT (9.3 M) NORTH OF THE NORTH END OF A GUARD
 DL5157'RAIL, 11.9 FT (3.6 M) WEST OF THE WEST EDGE OF PAVEMENT FOR SOUTHBOUND
 DL5157'STATE HIGHWAY 127, 3.7 FT (1.1 M) EAST OF A CARSONITE WITNESS POST.
 DL5157
 DL5157                          STATION RECOVERY (2018)
 DL5157
 DL5157'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5158 ***********************************************************************
 DL5158  DESIGNATION -  37221
 DL5158  PID         -  DL5158
 DL5158  STATE/COUNTY-  MI/ISABELLA
 DL5158  COUNTRY     -  US
 DL5158  USGS QUAD   -  ROSEBUSH (2017)
 DL5158
 DL5158                         *CURRENT SURVEY CONTROL
 DL5158  ______________________________________________________________________
 DL5158* NAD 83(1986) POSITION- 43 38 28.6    (N) 084 45 32.6    (W)   HD_HELD2
 DL5158* NAVD 88 ORTHO HEIGHT -   233.350 (meters)      765.58  (feet) ADJUSTED
 DL5158  ______________________________________________________________________
 DL5158  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 DL5158  DYNAMIC HEIGHT  -        233.306 (meters)      765.44  (feet) COMP
 DL5158  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 DL5158
 DL5158  VERT ORDER      -  FIRST     CLASS II
 DL5158
 DL5158.The horizontal coordinates were established by autonomous hand held GPS
 DL5158.observations and have an estimated accuracy of +/- 10 meters.
 DL5158
 DL5158.The orthometric height was determined by differential leveling and
 DL5158.adjusted by the NATIONAL GEODETIC SURVEY
 DL5158.in October 2009.
 DL5158
 DL5158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5158.GEOID18 height accuracy estimate available here.
 DL5158
 DL5158.Click photographs - Photos may exist for this station.
 DL5158
 DL5158.The dynamic height is computed by dividing the NAVD 88
 DL5158.geopotential number by the normal gravity value computed on the
 DL5158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5158.degrees latitude (g = 980.6199 gals.).
 DL5158
 DL5158.The modeled gravity was interpolated from observed gravity values.
 DL5158
 DL5158;                    North         East    Units  Estimated Accuracy
 DL5158;SPC MI S     -   237,931.    3,968,339.      MT  (+/- 10 meters HH2 GPS)
 DL5158
 DL5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8074634471(NAD 83)
 DL5158
 DL5158                          SUPERSEDED SURVEY CONTROL
 DL5158
 DL5158.No superseded survey control is available for this station.
 DL5158
 DL5158_MARKER: DD = SURVEY DISK
 DL5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5158_STAMPING: 37221 2007
 DL5158_MARK LOGO: MIDT
 DL5158_PROJECTION: FLUSH
 DL5158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5158+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5158
 DL5158  HISTORY     - Date     Condition        Report By
 DL5158  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5158  HISTORY     - 20180302 GOOD             HEI
 DL5158
 DL5158                          STATION DESCRIPTION
 DL5158
 DL5158'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5158'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, UNION TOWNSHIP ABOUT 11
 DL5158'MI (17.7 KM) SOUTHEAST OF WEIDMAN, 8 MI (12.9 KM) NORTHWEST OF
 DL5158'SHEPHERD, 4 MI (6.4 KM) SOUTHEAST OF ROSEBUSH.
 DL5158'
 DL5158'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5158'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 4.0 MI (6.4 KM) TO THE
 DL5158'STATION ON THE RIGHT.
 DL5158'
 DL5158'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5158'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5158'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5158'
 DL5158'THE STATION IS 86.8 FT (26.5 M) SOUTH OF THE MILE MARKER --145-- SIGN,
 DL5158'65.3 FT (19.9 M) EAST OF A FENCE, 18.2 FT (5.5 M) NORTH OF THE NORTH
 DL5158'END OF A GUARD RAIL, 15.2 FT (4.6 M) WEST OF THE WEST EDGE OF PAVEMENT
 DL5158'FOR SOUTHBOUND STATE HIGHWAY 127, 4.4 FT (1.3 M) EAST OF A CARSONITE
 DL5158'WITNESS POST.
 DL5158
 DL5158                          STATION RECOVERY (2018)
 DL5158
 DL5158'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5159 ***********************************************************************
 DL5159  DESIGNATION -  37222
 DL5159  PID         -  DL5159
 DL5159  STATE/COUNTY-  MI/ISABELLA
 DL5159  COUNTRY     -  US
 DL5159  USGS QUAD   -  ROSEBUSH (2017)
 DL5159
 DL5159                         *CURRENT SURVEY CONTROL
 DL5159  ______________________________________________________________________
 DL5159* NAD 83(1986) POSITION- 43 38 54.7    (N) 084 45 38.1    (W)   HD_HELD2
 DL5159* NAVD 88 ORTHO HEIGHT -   230.952 (meters)      757.72  (feet) ADJUSTED
 DL5159  ______________________________________________________________________
 DL5159  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 DL5159  DYNAMIC HEIGHT  -        230.908 (meters)      757.57  (feet) COMP
 DL5159  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DL5159
 DL5159  VERT ORDER      -  FIRST     CLASS II
 DL5159
 DL5159.The horizontal coordinates were established by autonomous hand held GPS
 DL5159.observations and have an estimated accuracy of +/- 10 meters.
 DL5159
 DL5159.The orthometric height was determined by differential leveling and
 DL5159.adjusted by the NATIONAL GEODETIC SURVEY
 DL5159.in October 2009.
 DL5159
 DL5159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5159.GEOID18 height accuracy estimate available here.
 DL5159
 DL5159.Click photographs - Photos may exist for this station.
 DL5159
 DL5159.The dynamic height is computed by dividing the NAVD 88
 DL5159.geopotential number by the normal gravity value computed on the
 DL5159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5159.degrees latitude (g = 980.6199 gals.).
 DL5159
 DL5159.The modeled gravity was interpolated from observed gravity values.
 DL5159
 DL5159;                    North         East    Units  Estimated Accuracy
 DL5159;SPC MI S     -   238,738.    3,968,220.      MT  (+/- 10 meters HH2 GPS)
 DL5159
 DL5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8060135273(NAD 83)
 DL5159
 DL5159                          SUPERSEDED SURVEY CONTROL
 DL5159
 DL5159.No superseded survey control is available for this station.
 DL5159
 DL5159_MARKER: DD = SURVEY DISK
 DL5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5159_STAMPING: 37222 2007
 DL5159_MARK LOGO: MIDT
 DL5159_PROJECTION: FLUSH
 DL5159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5159+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5159
 DL5159  HISTORY     - Date     Condition        Report By
 DL5159  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5159  HISTORY     - 20180302 GOOD             HEI
 DL5159
 DL5159                          STATION DESCRIPTION
 DL5159
 DL5159'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5159'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5159'11 MI (17.7 KM) SOUTHEAST OF WEIDMAN, 9 MI (14.5 KM) NORTHWEST OF
 DL5159'SHEPHERD, 4 MI (6.4 KM) SOUTHEAST OF ROSEBUSH.
 DL5159'
 DL5159'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5159'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 3.4 MI (5.5 KM) TO THE
 DL5159'STATION ON THE RIGHT.
 DL5159'
 DL5159'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5159'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5159'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5159'
 DL5159'THE STATION IS 0.6 MI (1.0 KM) SOUTH OF MILE MARKER 146, 45.6 FT (13.9
 DL5159'M) EAST OF A FENCE, 44.3 FT (13.5 M) SOUTH OF THE SOUTH END OF A
 DL5159'CONCRETE HEADWALL, 22.7 FT (6.9 M) SOUTHWEST OF THE SOUTH END OF A
 DL5159'GUARD RAIL, 9.9 FT (3.0 M) WEST OF THE WEST EDGE OF PAVEMENT FOR STATE
 DL5159'HIGHWAY 127, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 DL5159
 DL5159                          STATION RECOVERY (2018)
 DL5159
 DL5159'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5160 ***********************************************************************
 DL5160  DESIGNATION -  37223
 DL5160  PID         -  DL5160
 DL5160  STATE/COUNTY-  MI/ISABELLA
 DL5160  COUNTRY     -  US
 DL5160  USGS QUAD   -  ROSEBUSH (2017)
 DL5160
 DL5160                         *CURRENT SURVEY CONTROL
 DL5160  ______________________________________________________________________
 DL5160* NAD 83(1986) POSITION- 43 39 17.6    (N) 084 45 32.9    (W)   HD_HELD2
 DL5160* NAVD 88 ORTHO HEIGHT -   230.929 (meters)      757.64  (feet) ADJUSTED
 DL5160  ______________________________________________________________________
 DL5160  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 DL5160  DYNAMIC HEIGHT  -        230.885 (meters)      757.50  (feet) COMP
 DL5160  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL5160
 DL5160  VERT ORDER      -  FIRST     CLASS II
 DL5160
 DL5160.The horizontal coordinates were established by autonomous hand held GPS
 DL5160.observations and have an estimated accuracy of +/- 10 meters.
 DL5160
 DL5160.The orthometric height was determined by differential leveling and
 DL5160.adjusted by the NATIONAL GEODETIC SURVEY
 DL5160.in October 2009.
 DL5160
 DL5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5160.GEOID18 height accuracy estimate available here.
 DL5160
 DL5160.Click photographs - Photos may exist for this station.
 DL5160
 DL5160.The dynamic height is computed by dividing the NAVD 88
 DL5160.geopotential number by the normal gravity value computed on the
 DL5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5160.degrees latitude (g = 980.6199 gals.).
 DL5160
 DL5160.The modeled gravity was interpolated from observed gravity values.
 DL5160
 DL5160;                    North         East    Units  Estimated Accuracy
 DL5160;SPC MI S     -   239,444.    3,968,340.      MT  (+/- 10 meters HH2 GPS)
 DL5160
 DL5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8069935983(NAD 83)
 DL5160
 DL5160                          SUPERSEDED SURVEY CONTROL
 DL5160
 DL5160.No superseded survey control is available for this station.
 DL5160
 DL5160_MARKER: DD = SURVEY DISK
 DL5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5160_STAMPING: 37223 2007
 DL5160_MARK LOGO: MIDT
 DL5160_PROJECTION: FLUSH
 DL5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5160+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5160
 DL5160  HISTORY     - Date     Condition        Report By
 DL5160  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5160  HISTORY     - 20180302 GOOD             HEI
 DL5160
 DL5160                          STATION DESCRIPTION
 DL5160
 DL5160'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5160'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5160'11 MI (17.7 KM) SOUTHEAST OF WEIDMAN, 9 MI (14.5 KM) NORTHWEST OF
 DL5160'SHEPHERD, 3 MI (4.8 KM) SOUTHEAST OF ROSEBUSH.
 DL5160'
 DL5160'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5160'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 3.0 MI (4.8 KM) AND
 DL5160'THE STATION ON THE RIGHT.
 DL5160'
 DL5160'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5160'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5160'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5160'
 DL5160'THE STATION IS 200.0 FT (61.0 M) SOUTH OF MILE MARKER 146, 115.9 FT
 DL5160'(35.3 M) NORTHEAST OF A 10 INCH (25 CM) CEDAR TREE, 77.5 FT (23.6 M)
 DL5160'EAST OF THE NORTH END OF A GUARD RAIL, 54.4 FT (16.6 M) SOUTHEAST OF A
 DL5160'24 INCH (61 CM) CLUSTER OF MAPLE TREES, 13.4 FT (4.1 M) WEST OF THE
 DL5160'WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 127, 3.1 EAST OF A CARSONITE
 DL5160'WITNESS POST.
 DL5160
 DL5160                          STATION RECOVERY (2018)
 DL5160
 DL5160'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5161 ***********************************************************************
 DL5161  DESIGNATION -  37224
 DL5161  PID         -  DL5161
 DL5161  STATE/COUNTY-  MI/ISABELLA
 DL5161  COUNTRY     -  US
 DL5161  USGS QUAD   -  ROSEBUSH (2017)
 DL5161
 DL5161                         *CURRENT SURVEY CONTROL
 DL5161  ______________________________________________________________________
 DL5161* NAD 83(1986) POSITION- 43 39 37.0    (N) 084 45 32.3    (W)   HD_HELD2
 DL5161* NAVD 88 ORTHO HEIGHT -   229.857 (meters)      754.12  (feet) ADJUSTED
 DL5161  ______________________________________________________________________
 DL5161  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 DL5161  DYNAMIC HEIGHT  -        229.814 (meters)      753.98  (feet) COMP
 DL5161  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 DL5161
 DL5161  VERT ORDER      -  FIRST     CLASS II
 DL5161
 DL5161.The horizontal coordinates were established by autonomous hand held GPS
 DL5161.observations and have an estimated accuracy of +/- 10 meters.
 DL5161
 DL5161.The orthometric height was determined by differential leveling and
 DL5161.adjusted by the NATIONAL GEODETIC SURVEY
 DL5161.in October 2009.
 DL5161
 DL5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5161.GEOID18 height accuracy estimate available here.
 DL5161
 DL5161.Click photographs - Photos may exist for this station.
 DL5161
 DL5161.The dynamic height is computed by dividing the NAVD 88
 DL5161.geopotential number by the normal gravity value computed on the
 DL5161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5161.degrees latitude (g = 980.6199 gals.).
 DL5161
 DL5161.The modeled gravity was interpolated from observed gravity values.
 DL5161
 DL5161;                    North         East    Units  Estimated Accuracy
 DL5161;SPC MI S     -   240,042.    3,968,356.      MT  (+/- 10 meters HH2 GPS)
 DL5161
 DL5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8069636582(NAD 83)
 DL5161
 DL5161                          SUPERSEDED SURVEY CONTROL
 DL5161
 DL5161.No superseded survey control is available for this station.
 DL5161
 DL5161_MARKER: DD = SURVEY DISK
 DL5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5161_STAMPING: 37224 2007
 DL5161_MARK LOGO: MIDT
 DL5161_PROJECTION: FLUSH
 DL5161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5161+STABILITY: SURFACE MOTION
 DL5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5161+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5161
 DL5161  HISTORY     - Date     Condition        Report By
 DL5161  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5161  HISTORY     - 20180302 GOOD             HEI
 DL5161
 DL5161                          STATION DESCRIPTION
 DL5161
 DL5161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5161'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5161'11 MI (17.7 KM) SOUTHEAST OF WEIDMAN, 10 MI (16.1 KM) NORTHWEST OF
 DL5161'SHEPHERD, 3 MI (4.8 KM) SOUTHEAST OF ROSEBUSH.
 DL5161'
 DL5161'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5161'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 2.6 MI (4.2 KM) AND
 DL5161'THE STATION ON THE RIGHT.
 DL5161'
 DL5161'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5161'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5161'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5161'
 DL5161'THE STATION IS 0.6 MI (1.0 KM) SOUTH OF BEAL CITY ROAD, 67 2 FT (0.6
 DL5161'M) EAST OF A FENCE, 32.5 FT (9.9 M) NORTHEAST OF THE NORTH END OF A
 DL5161'GUARD RAIL, 13.7 FT (4.2 M) WEST OF THE WEST EDGE OF PAVEMENT FOR
 DL5161'STATE HIGHWAY 127, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST.
 DL5161
 DL5161                          STATION RECOVERY (2018)
 DL5161
 DL5161'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5162 ***********************************************************************
 DL5162  DESIGNATION -  37225
 DL5162  PID         -  DL5162
 DL5162  STATE/COUNTY-  MI/ISABELLA
 DL5162  COUNTRY     -  US
 DL5162  USGS QUAD   -  ROSEBUSH (2017)
 DL5162
 DL5162                         *CURRENT SURVEY CONTROL
 DL5162  ______________________________________________________________________
 DL5162* NAD 83(1986) POSITION- 43 40 11.42   (N) 084 45 31.90   (W)   HD_HELD1
 DL5162* NAVD 88 ORTHO HEIGHT -   231.557 (meters)      759.70  (feet) ADJUSTED
 DL5162  ______________________________________________________________________
 DL5162  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DL5162  DYNAMIC HEIGHT  -        231.513 (meters)      759.56  (feet) COMP
 DL5162  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 DL5162
 DL5162  VERT ORDER      -  FIRST     CLASS II
 DL5162
 DL5162.The horizontal coordinates were determined by differentially corrected
 DL5162.hand held GPS observations or other comparable positioning techniques
 DL5162.and have an estimated accuracy of +/- 3 meters.
 DL5162
 DL5162.The orthometric height was determined by differential leveling and
 DL5162.adjusted by the NATIONAL GEODETIC SURVEY
 DL5162.in October 2009.
 DL5162
 DL5162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5162.GEOID18 height accuracy estimate available here.
 DL5162
 DL5162.Click photographs - Photos may exist for this station.
 DL5162
 DL5162.The dynamic height is computed by dividing the NAVD 88
 DL5162.geopotential number by the normal gravity value computed on the
 DL5162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5162.degrees latitude (g = 980.6199 gals.).
 DL5162
 DL5162.The modeled gravity was interpolated from observed gravity values.
 DL5162
 DL5162;                    North         East    Units  Estimated Accuracy
 DL5162;SPC MI S     -   241,104.6   3,968,369.8     MT  (+/- 3 meters HH1 GPS) 
 DL5162
 DL5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8067637644(NAD 83)
 DL5162
 DL5162                          SUPERSEDED SURVEY CONTROL
 DL5162
 DL5162.No superseded survey control is available for this station.
 DL5162
 DL5162_MARKER: DD = SURVEY DISK
 DL5162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5162_STAMPING: 37225 2007
 DL5162_MARK LOGO: MIDT
 DL5162_PROJECTION: FLUSH
 DL5162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5162+STABILITY: SURFACE MOTION
 DL5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5162+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5162
 DL5162  HISTORY     - Date     Condition        Report By
 DL5162  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5162  HISTORY     - 20180302 GOOD             HEI
 DL5162
 DL5162                          STATION DESCRIPTION
 DL5162
 DL5162'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5162'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5162'10 MI (16.1 KM) SOUTHEAST OF WEIDMAN, 10 MI (16.1 KM) NORTHWEST OF
 DL5162'SHEPHERD, 2 MI (3.2 KM) SOUTHEAST OF ROSEBUSH.
 DL5162'
 DL5162'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5162'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 2.0 MI (3.2 KM) AND
 DL5162'THE STATION ON THE RIGHT.  THE STATION IS AN ALUMINUM MICHIGAN
 DL5162'DEPARTMENT OF TRANSPORTATION HEIGHT MODERNIZATION MARK DISK SET IN THE
 DL5162'TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT
 DL5162'(1.8 M) THE STATION IS 209.9 FT (64.0 M) SOUTH OF MILE MARKER 147,
 DL5162'63.9 FT (19.5 M) EAST OF A FENCE, 17.1 FT (5.2 M) WEST OF THE WEST
 DL5162'EDGE OF PAVEMENT FOR STATE HIGHWAY 127, 12.3 FT (3.7 M) NORTH OF THE
 DL5162'NORTH END OF A GUARD RAIL, 3.8 FT (1.2 M) EAST OF A CARSONITE WITNESS
 DL5162'POST.
 DL5162
 DL5162                          STATION RECOVERY (2018)
 DL5162
 DL5162'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5163 ***********************************************************************
 DL5163  DESIGNATION -  37226
 DL5163  PID         -  DL5163
 DL5163  STATE/COUNTY-  MI/ISABELLA
 DL5163  COUNTRY     -  US
 DL5163  USGS QUAD   -  ROSEBUSH (2017)
 DL5163
 DL5163                         *CURRENT SURVEY CONTROL
 DL5163  ______________________________________________________________________
 DL5163* NAD 83(2011) POSITION- 43 40 34.82786(N) 084 45 27.89834(W)   ADJUSTED
 DL5163* NAD 83(2011) ELLIP HT-   196.690 (meters)        (06/27/12)   ADJUSTED
 DL5163* NAD 83(2011) EPOCH   -  2010.00
 DL5163* NAVD 88 ORTHO HEIGHT -   230.249 (meters)      755.41  (feet) ADJUSTED
 DL5163  ______________________________________________________________________
 DL5163  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 DL5163  NAD 83(2011) X  -    422,163.307 (meters)                     COMP
 DL5163  NAD 83(2011) Y  - -4,601,200.035 (meters)                     COMP
 DL5163  NAD 83(2011) Z  -  4,382,288.524 (meters)                     COMP
 DL5163  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 DL5163  DYNAMIC HEIGHT  -        230.205 (meters)      755.26  (feet) COMP
 DL5163  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 DL5163
 DL5163  VERT ORDER      -  FIRST     CLASS II
 DL5163
 DL5163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5163  Standards:
 DL5163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5163  -------------------------------------------------------------------
 DL5163  NETWORK    0.34   0.55           0.16   0.11   0.28     -0.07511800
 DL5163  -------------------------------------------------------------------
 DL5163  Click here for local accuracies and other accuracy information.
 DL5163
 DL5163.The horizontal coordinates were established by GPS observations
 DL5163.and adjusted by the National Geodetic Survey in June 2012.
 DL5163
 DL5163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5163.been affixed to the stable North American tectonic plate. See 
 DL5163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5163
 DL5163.The horizontal coordinates are valid at the epoch date displayed above
 DL5163.which is a decimal equivalence of Year/Month/Day.
 DL5163
 DL5163.The orthometric height was determined by differential leveling and
 DL5163.adjusted by the NATIONAL GEODETIC SURVEY
 DL5163.in October 2009.
 DL5163
 DL5163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5163.GEOID18 height accuracy estimate available here.
 DL5163
 DL5163.Click photographs - Photos may exist for this station.
 DL5163
 DL5163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5163
 DL5163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5163
 DL5163.The ellipsoidal height was determined by GPS observations
 DL5163.and is referenced to NAD 83.
 DL5163
 DL5163.The dynamic height is computed by dividing the NAVD 88
 DL5163.geopotential number by the normal gravity value computed on the
 DL5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5163.degrees latitude (g = 980.6199 gals.).
 DL5163
 DL5163.The modeled gravity was interpolated from observed gravity values.
 DL5163
 DL5163. The following values were computed from the NAD 83(2011) position.
 DL5163
 DL5163;                    North         East     Units Scale Factor Converg.
 DL5163;SPC MI S     -   241,826.632 3,968,462.759   MT  1.00000232   -0 15 58.1
 DL5163;SPC MI S     -   793,394.46 13,019,890.94   iFT  1.00000232   -0 15 58.1
 DL5163;UTM  16      - 4,838,368.833   680,747.007   MT  1.00000185   +1 32 56.0
 DL5163
 DL5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5163!SPC MI S     -   0.99996916  x   1.00000232  =   0.99997148
 DL5163!UTM  16      -   0.99996916  x   1.00000185  =   0.99997101
 DL5163
 DL5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8074738368(NAD 83)
 DL5163
 DL5163                          SUPERSEDED SURVEY CONTROL
 DL5163
 DL5163  NAD 83(2007)-  43 40 34.82785(N)    084 45 27.89932(W) AD(2002.00) B
 DL5163  ELLIP H (10/23/09)  196.710  (m)                       GP(2002.00) 3 1
 DL5163
 DL5163.Superseded values are not recommended for survey control.
 DL5163
 DL5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5163.See file dsdata.pdf to determine how the superseded data were derived.
 DL5163
 DL5163_MARKER: DD = SURVEY DISK
 DL5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5163_STAMPING: 37226 2007
 DL5163_MARK LOGO: MIDT
 DL5163_PROJECTION: FLUSH
 DL5163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5163+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5163
 DL5163  HISTORY     - Date     Condition        Report By
 DL5163  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5163  HISTORY     - 20180302 GOOD             HEI
 DL5163
 DL5163                          STATION DESCRIPTION
 DL5163
 DL5163'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5163'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5163'11 MI (17.7 KM) EAST OF WEIDMAN, 11 MI (17.7 KM) NORTHWEST OF
 DL5163'SHEPHERD, 2 MI (3.2 KM) SOUTHEAST OF ROSEBUSH.
 DL5163'
 DL5163'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5163'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 1.5 MI (2.4 KM) AND
 DL5163'THE STATION ON THE RIGHT.
 DL5163'
 DL5163'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5163'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5163'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5163'
 DL5163'THE STATION IS 0.4 MI (0.6 KM) NORTH OF MILE MARKER 147, 71.8 FT (21.9
 DL5163'M) EAST OF A FENCE, 48.4 FT (14.8 M) SOUTH OF THE SOUTH END OF A
 DL5163'CONCRETE HEADWALL, 19.7 FT (6.0 M) SOUTHWEST OF THE SOUTH END OF A
 DL5163'GUARD RAIL, 9.5 FT (2.9 M) WEST OF THE EAST EDGE OF PAVEMENT FOR STATE
 DL5163'HIGHWAY 127, 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DL5163
 DL5163                          STATION RECOVERY (2018)
 DL5163
 DL5163'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5164 ***********************************************************************
 DL5164  DESIGNATION -  37227
 DL5164  PID         -  DL5164
 DL5164  STATE/COUNTY-  MI/ISABELLA
 DL5164  COUNTRY     -  US
 DL5164  USGS QUAD   -  ROSEBUSH (2017)
 DL5164
 DL5164                         *CURRENT SURVEY CONTROL
 DL5164  ______________________________________________________________________
 DL5164* NAD 83(1986) POSITION- 43 41 00.9    (N) 084 45 27.8    (W)   HD_HELD2
 DL5164* NAVD 88 ORTHO HEIGHT -   228.955 (meters)      751.16  (feet) ADJUSTED
 DL5164  ______________________________________________________________________
 DL5164  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 DL5164  DYNAMIC HEIGHT  -        228.911 (meters)      751.02  (feet) COMP
 DL5164  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DL5164
 DL5164  VERT ORDER      -  FIRST     CLASS II
 DL5164
 DL5164.The horizontal coordinates were established by autonomous hand held GPS
 DL5164.observations and have an estimated accuracy of +/- 10 meters.
 DL5164
 DL5164.The orthometric height was determined by differential leveling and
 DL5164.adjusted by the NATIONAL GEODETIC SURVEY
 DL5164.in October 2009.
 DL5164
 DL5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5164.GEOID18 height accuracy estimate available here.
 DL5164
 DL5164.Click photographs - Photos may exist for this station.
 DL5164
 DL5164.The dynamic height is computed by dividing the NAVD 88
 DL5164.geopotential number by the normal gravity value computed on the
 DL5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5164.degrees latitude (g = 980.6199 gals.).
 DL5164
 DL5164.The modeled gravity was interpolated from observed gravity values.
 DL5164
 DL5164;                    North         East    Units  Estimated Accuracy
 DL5164;SPC MI S     -   242,631.    3,968,469.      MT  (+/- 10 meters HH2 GPS)
 DL5164
 DL5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8072739173(NAD 83)
 DL5164
 DL5164                          SUPERSEDED SURVEY CONTROL
 DL5164
 DL5164.No superseded survey control is available for this station.
 DL5164
 DL5164_MARKER: DD = SURVEY DISK
 DL5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5164_STAMPING: 37227 2007
 DL5164_MARK LOGO: MIDT
 DL5164_PROJECTION: FLUSH
 DL5164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5164+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5164
 DL5164  HISTORY     - Date     Condition        Report By
 DL5164  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5164  HISTORY     - 20180302 GOOD             HEI
 DL5164
 DL5164                          STATION DESCRIPTION
 DL5164
 DL5164'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5164'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5164'11 MI (17.7 KM) EAST OF WEIDMAN, 11 MI (17.7 KM) NORTHWEST OF
 DL5164'SHEPHERD, 1 MI (1.6 KM) SOUTHEAST OF ROSEBUSH.
 DL5164'
 DL5164'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5164'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 1.0 MI (1.6 KM) AND
 DL5164'THE STATION ON THE RIGHT.
 DL5164'
 DL5164'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5164'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5164'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5164'
 DL5164'THE STATION IS 0.1 MI (0.2 KM) SOUTH OF MILE MARKER 149, 112.5 FT
 DL5164'(34.3 M) NORTHEAST OF A 24 INCH (61 CM) MAPLE TREE, 69.2 FT (21.1 M)
 DL5164'EAST OF A FENCE, 23.1 FT (7.0 M) SOUTHWEST OF THE SOUTH END OF A GUARD
 DL5164'RAIL, 11.4 FT (3.5 M) WEST OF THE WEST EDGE OF PAVEMENT FOR STATE
 DL5164'HIGHWAY 127, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 DL5164
 DL5164                          STATION RECOVERY (2018)
 DL5164
 DL5164'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5165 ***********************************************************************
 DL5165  DESIGNATION -  37228
 DL5165  PID         -  DL5165
 DL5165  STATE/COUNTY-  MI/ISABELLA
 DL5165  COUNTRY     -  US
 DL5165  USGS QUAD   -  ROSEBUSH (2017)
 DL5165
 DL5165                         *CURRENT SURVEY CONTROL
 DL5165  ______________________________________________________________________
 DL5165* NAD 83(1986) POSITION- 43 41 28.8    (N) 084 45 28.2    (W)   HD_HELD2
 DL5165* NAVD 88 ORTHO HEIGHT -   231.767 (meters)      760.39  (feet) ADJUSTED
 DL5165  ______________________________________________________________________
 DL5165  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 DL5165  DYNAMIC HEIGHT  -        231.723 (meters)      760.24  (feet) COMP
 DL5165  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DL5165
 DL5165  VERT ORDER      -  FIRST     CLASS II
 DL5165
 DL5165.The horizontal coordinates were established by autonomous hand held GPS
 DL5165.observations and have an estimated accuracy of +/- 10 meters.
 DL5165
 DL5165.The orthometric height was determined by differential leveling and
 DL5165.adjusted by the NATIONAL GEODETIC SURVEY
 DL5165.in October 2009.
 DL5165
 DL5165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5165.GEOID18 height accuracy estimate available here.
 DL5165
 DL5165.Click photographs - Photos may exist for this station.
 DL5165
 DL5165.The dynamic height is computed by dividing the NAVD 88
 DL5165.geopotential number by the normal gravity value computed on the
 DL5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5165.degrees latitude (g = 980.6199 gals.).
 DL5165
 DL5165.The modeled gravity was interpolated from observed gravity values.
 DL5165
 DL5165;                    North         East    Units  Estimated Accuracy
 DL5165;SPC MI S     -   243,492.    3,968,464.      MT  (+/- 10 meters HH2 GPS)
 DL5165
 DL5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8069540033(NAD 83)
 DL5165
 DL5165                          SUPERSEDED SURVEY CONTROL
 DL5165
 DL5165.No superseded survey control is available for this station.
 DL5165
 DL5165_MARKER: DD = SURVEY DISK
 DL5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5165_STAMPING: 37228 2007
 DL5165_MARK LOGO: MIDT
 DL5165_PROJECTION: FLUSH
 DL5165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5165+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5165
 DL5165  HISTORY     - Date     Condition        Report By
 DL5165  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5165  HISTORY     - 20180302 GOOD             HEI
 DL5165
 DL5165                          STATION DESCRIPTION
 DL5165
 DL5165'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5165'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5165'11 MI (17.7 KM) EAST OF WEIDMAN, 12 MI (19.3 KM) NORTHWEST OF
 DL5165'SHEPHERD, 1 MI (1.6 KM) SOUTHEAST OF ROSEBUSH.
 DL5165'
 DL5165'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5165'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 0.5 MI (0.8 KM) AND
 DL5165'THE STATION ON THE RIGHT.
 DL5165'
 DL5165'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5165'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5165'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5165'
 DL5165'THE STATION IS 73.5 FT (22.4 M) SOUTHEAST OF A 12 INCH (30 CM) TWIN
 DL5165'ELM TREE, 66.6 FT (20.3 M) EAST OF A FENCE, 58.5 FT (17.8 M) NORTHEAST
 DL5165'OF 10 INCH (25 CM) TWIN HAWTHORN TREE, 14.8 FT (4.5 M) WEST OF THE
 DL5165'WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 127.
 DL5165
 DL5165                          STATION RECOVERY (2018)
 DL5165
 DL5165'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5166 ***********************************************************************
 DL5166  DESIGNATION -  37229
 DL5166  PID         -  DL5166
 DL5166  STATE/COUNTY-  MI/ISABELLA
 DL5166  COUNTRY     -  US
 DL5166  USGS QUAD   -  ROSEBUSH (2017)
 DL5166
 DL5166                         *CURRENT SURVEY CONTROL
 DL5166  ______________________________________________________________________
 DL5166* NAD 83(1986) POSITION- 43 41 53.1    (N) 084 45 33.8    (W)   HD_HELD2
 DL5166* NAVD 88 ORTHO HEIGHT -   234.020 (meters)      767.78  (feet) ADJUSTED
 DL5166  ______________________________________________________________________
 DL5166  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 DL5166  DYNAMIC HEIGHT  -        233.976 (meters)      767.64  (feet) COMP
 DL5166  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DL5166
 DL5166  VERT ORDER      -  FIRST     CLASS II
 DL5166
 DL5166.The horizontal coordinates were established by autonomous hand held GPS
 DL5166.observations and have an estimated accuracy of +/- 10 meters.
 DL5166
 DL5166.The orthometric height was determined by differential leveling and
 DL5166.adjusted by the NATIONAL GEODETIC SURVEY
 DL5166.in October 2009.
 DL5166
 DL5166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5166.GEOID18 height accuracy estimate available here.
 DL5166
 DL5166.Click photographs - Photos may exist for this station.
 DL5166
 DL5166.The dynamic height is computed by dividing the NAVD 88
 DL5166.geopotential number by the normal gravity value computed on the
 DL5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5166.degrees latitude (g = 980.6199 gals.).
 DL5166
 DL5166.The modeled gravity was interpolated from observed gravity values.
 DL5166
 DL5166;                    North         East    Units  Estimated Accuracy
 DL5166;SPC MI S     -   244,243.    3,968,342.      MT  (+/- 10 meters HH2 GPS)
 DL5166
 DL5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8054940780(NAD 83)
 DL5166
 DL5166                          SUPERSEDED SURVEY CONTROL
 DL5166
 DL5166.No superseded survey control is available for this station.
 DL5166
 DL5166_MARKER: DD = SURVEY DISK
 DL5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5166_STAMPING: 37229 2007
 DL5166_MARK LOGO: MIDT
 DL5166_PROJECTION: FLUSH
 DL5166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5166+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5166
 DL5166  HISTORY     - Date     Condition        Report By
 DL5166  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5166  HISTORY     - 20180302 GOOD             HEI
 DL5166
 DL5166                          STATION DESCRIPTION
 DL5166
 DL5166'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5166'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5166'11 MI (17.7 KM) EAST OF WEIDMAN, 9 MI (14.5 KM) SOUTHWEST OF COLEMAN,
 DL5166'5 MI (8.0 KM) NORTH OF MOUNT PLEASANT.
 DL5166'
 DL5166'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5166'ROSEBUSH ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 100 FT (30.5 M) AND
 DL5166'THE STATION ON THE RIGHT AND THE SOUTHWEST QUADRANT OF STATE HIGHWAY
 DL5166'127 WITH ROSEBUSH ROAD.
 DL5166'
 DL5166'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5166'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5166'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5166'
 DL5166'THE STATION IS 98.7 FT (30.1 M) SOUTH OF THE SOUTHWESTERLY MOST
 DL5166'CONCRETE PIER OF ROSEBUSH ROAD OVERPASS, 88.9 FT (27.1 M) NORTHWEST OF
 DL5166'THE SOUTH END OF GUARD RAIL, 17.4 FT (5.3 M) WEST OF THE WEST EDGE OF
 DL5166'PAVEMENT FOR STATE HIGHWAY 127, 2.9 FT (0.9 M) EAST OF A CARSONITE
 DL5166'WITNESS POST.
 DL5166
 DL5166                          STATION RECOVERY (2018)
 DL5166
 DL5166'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5167 ***********************************************************************
 DL5167  DESIGNATION -  37230
 DL5167  PID         -  DL5167
 DL5167  STATE/COUNTY-  MI/ISABELLA
 DL5167  COUNTRY     -  US
 DL5167  USGS QUAD   -  ROSEBUSH (2017)
 DL5167
 DL5167                         *CURRENT SURVEY CONTROL
 DL5167  ______________________________________________________________________
 DL5167* NAD 83(1986) POSITION- 43 42 11.9    (N) 084 45 33.6    (W)   HD_HELD2
 DL5167* NAVD 88 ORTHO HEIGHT -   235.414 (meters)      772.35  (feet) ADJUSTED
 DL5167  ______________________________________________________________________
 DL5167  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 DL5167  DYNAMIC HEIGHT  -        235.369 (meters)      772.21  (feet) COMP
 DL5167  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 DL5167
 DL5167  VERT ORDER      -  FIRST     CLASS II
 DL5167
 DL5167.The horizontal coordinates were established by autonomous hand held GPS
 DL5167.observations and have an estimated accuracy of +/- 10 meters.
 DL5167
 DL5167.The orthometric height was determined by differential leveling and
 DL5167.adjusted by the NATIONAL GEODETIC SURVEY
 DL5167.in October 2009.
 DL5167
 DL5167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5167.GEOID18 height accuracy estimate available here.
 DL5167
 DL5167.Click photographs - Photos may exist for this station.
 DL5167
 DL5167.The dynamic height is computed by dividing the NAVD 88
 DL5167.geopotential number by the normal gravity value computed on the
 DL5167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5167.degrees latitude (g = 980.6199 gals.).
 DL5167
 DL5167.The modeled gravity was interpolated from observed gravity values.
 DL5167
 DL5167;                    North         East    Units  Estimated Accuracy
 DL5167;SPC MI S     -   244,823.    3,968,349.      MT  (+/- 10 meters HH2 GPS)
 DL5167
 DL5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8053841360(NAD 83)
 DL5167
 DL5167                          SUPERSEDED SURVEY CONTROL
 DL5167
 DL5167.No superseded survey control is available for this station.
 DL5167
 DL5167_MARKER: DD = SURVEY DISK
 DL5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5167_STAMPING: 37230 2007
 DL5167_MARK LOGO: MIDT
 DL5167_PROJECTION: FLUSH
 DL5167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5167+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2018
 DL5167
 DL5167  HISTORY     - Date     Condition        Report By
 DL5167  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5167  HISTORY     - 20180302 GOOD             HEI
 DL5167
 DL5167                          STATION DESCRIPTION
 DL5167
 DL5167'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5167'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5167'11 MI (17.7 KM) EAST OF WEIDMAN, 9 MI (14.5 KM) SOUTHWEST OF COLEMAN,
 DL5167'5 MI (8.0 KM) NORTH OF MOUNT PLEASANT.
 DL5167'
 DL5167'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5167'DENVER ROAD GO SOUTH ON STATE HIGHWAY 127 FOR 0.6 MI (1.0 KM) AND THE
 DL5167'STATION ON THE RIGHT.
 DL5167'
 DL5167'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5167'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5167'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5167'
 DL5167'THE STATION IS 182.9 FT (55.7 M) NORTHEAST OF THE EAST POST OF A
 DL5167'BILLBOARD, 52.3 FT (15.9 M) EAST OF A FENCE, 33.6 FT (10.2 M)
 DL5167'SOUTHWEST OF A POST OF A SIGN --ROSEBUSH EXIT--, 25.1 WEST OF THE WEST
 DL5167'EDGE OF PAVEMENT FOR STATE HIGHWAY 127, 3.0 FT (0.9 M) EAST OF A
 DL5167'CARSONITE WITNESS POST.
 DL5167
 DL5167                          STATION RECOVERY (2018)
 DL5167
 DL5167'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5168 ***********************************************************************
 DL5168  DESIGNATION -  37231
 DL5168  PID         -  DL5168
 DL5168  STATE/COUNTY-  MI/ISABELLA
 DL5168  COUNTRY     -  US
 DL5168  USGS QUAD   -  ROSEBUSH (2017)
 DL5168
 DL5168                         *CURRENT SURVEY CONTROL
 DL5168  ______________________________________________________________________
 DL5168* NAD 83(2011) POSITION- 43 42 45.99212(N) 084 45 25.27928(W)   ADJUSTED
 DL5168* NAD 83(2011) ELLIP HT-   203.576 (meters)        (06/27/12)   ADJUSTED
 DL5168* NAD 83(2011) EPOCH   -  2010.00
 DL5168* NAVD 88 ORTHO HEIGHT -   237.187 (meters)      778.17  (feet) ADJUSTED
 DL5168  ______________________________________________________________________
 DL5168  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 DL5168  NAD 83(2011) X  -    421,966.637 (meters)                     COMP
 DL5168  NAD 83(2011) Y  - -4,598,414.759 (meters)                     COMP
 DL5168  NAD 83(2011) Z  -  4,385,220.285 (meters)                     COMP
 DL5168  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 DL5168  DYNAMIC HEIGHT  -        237.143 (meters)      778.03  (feet) COMP
 DL5168  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 DL5168
 DL5168  VERT ORDER      -  FIRST     CLASS II
 DL5168
 DL5168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5168  Standards:
 DL5168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5168  -------------------------------------------------------------------
 DL5168  NETWORK    0.30   0.51           0.14   0.10   0.26     -0.06549800
 DL5168  -------------------------------------------------------------------
 DL5168  Click here for local accuracies and other accuracy information.
 DL5168
 DL5168.The horizontal coordinates were established by GPS observations
 DL5168.and adjusted by the National Geodetic Survey in June 2012.
 DL5168
 DL5168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5168.been affixed to the stable North American tectonic plate. See 
 DL5168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5168
 DL5168.The horizontal coordinates are valid at the epoch date displayed above
 DL5168.which is a decimal equivalence of Year/Month/Day.
 DL5168
 DL5168.The orthometric height was determined by differential leveling and
 DL5168.adjusted by the NATIONAL GEODETIC SURVEY
 DL5168.in October 2009.
 DL5168
 DL5168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5168.GEOID18 height accuracy estimate available here.
 DL5168
 DL5168.Click photographs - Photos may exist for this station.
 DL5168
 DL5168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5168
 DL5168.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5168
 DL5168.The ellipsoidal height was determined by GPS observations
 DL5168.and is referenced to NAD 83.
 DL5168
 DL5168.The dynamic height is computed by dividing the NAVD 88
 DL5168.geopotential number by the normal gravity value computed on the
 DL5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5168.degrees latitude (g = 980.6199 gals.).
 DL5168
 DL5168.The modeled gravity was interpolated from observed gravity values.
 DL5168
 DL5168. The following values were computed from the NAD 83(2011) position.
 DL5168
 DL5168;                    North         East     Units Scale Factor Converg.
 DL5168;SPC MI S     -   245,874.447 3,968,540.195   MT  1.00001134   -0 15 56.3
 DL5168;SPC MI S     -   806,674.69 13,020,145.00   iFT  1.00001134   -0 15 56.3
 DL5168;UTM  16      - 4,842,417.049   680,696.162   MT  1.00000162   +1 33 01.5
 DL5168
 DL5168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5168!SPC MI S     -   0.99996808  x   1.00001134  =   0.99997942
 DL5168!UTM  16      -   0.99996808  x   1.00000162  =   0.99996970
 DL5168
 DL5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8069642417(NAD 83)
 DL5168
 DL5168                          SUPERSEDED SURVEY CONTROL
 DL5168
 DL5168  NAD 83(2007)-  43 42 45.99211(N)    084 45 25.28022(W) AD(2002.00) B
 DL5168  ELLIP H (10/23/09)  203.595  (m)                       GP(2002.00) 3 1
 DL5168
 DL5168.Superseded values are not recommended for survey control.
 DL5168
 DL5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5168.See file dsdata.pdf to determine how the superseded data were derived.
 DL5168
 DL5168_MARKER: DD = SURVEY DISK
 DL5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5168_STAMPING: 37231 2007
 DL5168_MARK LOGO: MIDT
 DL5168_PROJECTION: FLUSH
 DL5168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5168+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 DL5168
 DL5168  HISTORY     - Date     Condition        Report By
 DL5168  HISTORY     - 20071107 MONUMENTED       MIDT
 DL5168  HISTORY     - 20180302 GOOD             HEI
 DL5168  HISTORY     - 20200625 GOOD             MIDT
 DL5168  HISTORY     - 20250731 GOOD             MIDT
 DL5168
 DL5168                          STATION DESCRIPTION
 DL5168
 DL5168'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5168'THE STATION IS LOCATED IN MI, ISABELLA COUNTY, ISABELLA TOWNSHIP ABOUT
 DL5168'11 MI (17.7 KM) EAST OF WEIDMAN, 9 MI (14.5 KM) SOUTHWEST OF COLEMAN,
 DL5168'6 MI (9.7 KM) NORTH OF MOUNT PLEASANT.
 DL5168'
 DL5168'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 127 WITH
 DL5168'SOUTHBOUND BUSINESS 127 ENTRANCE RAMP ON THE SOUTH SIDE OF CLARE MI GO
 DL5168'SOUTH ON STATE HIGHWAY 127 FOR 6.0 MI (9.7 KM) AND THE STATION ON THE
 DL5168'RIGHT.
 DL5168'
 DL5168'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5168'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5168'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5168'
 DL5168'THE STATION IS 364.9 FT (111.2 M) SOUTH OF MILE MARKER 150, 101.7 FT
 DL5168'(31.0 M) NORTHEAST OF A POWER POLE, 65.6 FT (20.0 M) EAST OF A FENCE,
 DL5168'15.5 FT (4.7 M) WEST OF THE WEST EDGE OF PAVEMENT, 2.7 FT (0.8 M) EAST
 DL5168'OF A CARSONITE WITNESS POST.
 DL5168
 DL5168                          STATION RECOVERY (2018)
 DL5168
 DL5168'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL5168'RECOVERED IN GOOD CONDITION.
 DL5168
 DL5168                          STATION RECOVERY (2020)
 DL5168
 DL5168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5168'RECOVERED IN GOOD CONDITION.
 DL5168
 DL5168                          STATION RECOVERY (2025)
 DL5168
 DL5168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4883 ***********************************************************************
 DL4883  DESIGNATION -  37600
 DL4883  PID         -  DL4883
 DL4883  STATE/COUNTY-  MI/ISABELLA
 DL4883  COUNTRY     -  US
 DL4883  USGS QUAD   -  SHEPHERD (2017)
 DL4883
 DL4883                         *CURRENT SURVEY CONTROL
 DL4883  ______________________________________________________________________
 DL4883* NAD 83(1986) POSITION- 43 30 39.31   (N) 084 41 15.11   (W)   HD_HELD1
 DL4883* NAVD 88 ORTHO HEIGHT -   227.509 (meters)      746.42  (feet) ADJUSTED
 DL4883  ______________________________________________________________________
 DL4883  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 DL4883  DYNAMIC HEIGHT  -        227.465 (meters)      746.27  (feet) COMP
 DL4883  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 DL4883
 DL4883  VERT ORDER      -  FIRST     CLASS II
 DL4883
 DL4883.The horizontal coordinates were determined by differentially corrected
 DL4883.hand held GPS observations or other comparable positioning techniques
 DL4883.and have an estimated accuracy of +/- 3 meters.
 DL4883
 DL4883.The orthometric height was determined by differential leveling and
 DL4883.adjusted by the NATIONAL GEODETIC SURVEY
 DL4883.in October 2009.
 DL4883
 DL4883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4883.GEOID18 height accuracy estimate available here.
 DL4883
 DL4883.Click photographs - Photos may exist for this station.
 DL4883
 DL4883.The dynamic height is computed by dividing the NAVD 88
 DL4883.geopotential number by the normal gravity value computed on the
 DL4883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4883.degrees latitude (g = 980.6199 gals.).
 DL4883
 DL4883.The modeled gravity was interpolated from observed gravity values.
 DL4883
 DL4883;                    North         East    Units  Estimated Accuracy
 DL4883;SPC MI S     -   223,424.1   3,974,055.2     MT  (+/- 3 meters HH1 GPS) 
 DL4883
 DL4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8691920151(NAD 83)
 DL4883
 DL4883                          SUPERSEDED SURVEY CONTROL
 DL4883
 DL4883.No superseded survey control is available for this station.
 DL4883
 DL4883_MARKER: DD = SURVEY DISK
 DL4883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4883_SP_SET: BOX CULVERT
 DL4883_STAMPING: 37600 2008
 DL4883_MARK LOGO: MIDT
 DL4883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4883+STABILITY: SURFACE MOTION
 DL4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4883+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DL4883
 DL4883  HISTORY     - Date     Condition        Report By
 DL4883  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4883  HISTORY     - 20240717 GOOD             MIDT
 DL4883  HISTORY     - 20240717 GOOD             MIDT
 DL4883
 DL4883                          STATION DESCRIPTION
 DL4883
 DL4883'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4883'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF MOUNT
 DL4883'PLEASANT, 5.0 MI (8.0 KM) WEST OF PLEASANT VALLEY AND 1.0 MI (1.6 KM)
 DL4883'SOUTH-SOUTHEAST OF SHEPHERD.
 DL4883'
 DL4883'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH BUSINESS
 DL4883'HIGHWAY 27, LOCATED APPROXIMATELY 3.0 MI (4.8 KM) SOUTHEAST OF THE
 DL4883'CITY OF MOUNT PLEASANT, MI, GO SOUTHEAST ON US HIGHWAY 127 FOR 4.4 MI
 DL4883'(7.1 KM) TO BLANCHARD ROAD, EXIT AND GO WEST ON BLANCHARD ROAD FOR 0.5
 DL4883'MI (0.8 KM) TO CHIPPEWA AVENUE, TURN LEFT AND GO SOUTH ON CHIPPEWA
 DL4883'AVENUE FOR 0.9 MI (1.4 KM) (CHIPPEWA AVENUE BECOMES SHEPARD ROAD) TO
 DL4883'THE STATION ON THE RIGHT.
 DL4883'
 DL4883'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4883'MODERNIZATION MARK DISK SET IN THE NORTH END OF THE WEST SIDE OF A BOX
 DL4883'CULVERT.
 DL4883'
 DL4883'THE STATION IS 10.5 FT (3.2 M) WEST OF EDGE OF PAVEMENT OF SHEPARD
 DL4883'ROAD.
 DL4883
 DL4883                          STATION RECOVERY (2024)
 DL4883
 DL4883'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4883'FOUND AS DESCRIBED.  NW CORNER, WEST HEADWALL.
 DL4883
 DL4883                          STATION RECOVERY (2024)
 DL4883
 DL4883'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4883'FOUND AS DESCRIBED.  NW CORNER, WEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4884 ***********************************************************************
 DL4884  DESIGNATION -  37601
 DL4884  PID         -  DL4884
 DL4884  STATE/COUNTY-  MI/ISABELLA
 DL4884  COUNTRY     -  US
 DL4884  USGS QUAD   -  SHEPHERD (2017)
 DL4884
 DL4884                         *CURRENT SURVEY CONTROL
 DL4884  ______________________________________________________________________
 DL4884* NAD 83(1986) POSITION- 43 31 27.86   (N) 084 42 31.68   (W)   HD_HELD1
 DL4884* NAVD 88 ORTHO HEIGHT -   237.961 (meters)      780.71  (feet) ADJUSTED
 DL4884  ______________________________________________________________________
 DL4884  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 DL4884  DYNAMIC HEIGHT  -        237.914 (meters)      780.56  (feet) COMP
 DL4884  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DL4884
 DL4884  VERT ORDER      -  FIRST     CLASS II
 DL4884
 DL4884.The horizontal coordinates were determined by differentially corrected
 DL4884.hand held GPS observations or other comparable positioning techniques
 DL4884.and have an estimated accuracy of +/- 3 meters.
 DL4884
 DL4884.The orthometric height was determined by differential leveling and
 DL4884.adjusted by the NATIONAL GEODETIC SURVEY
 DL4884.in October 2009.
 DL4884
 DL4884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4884.GEOID18 height accuracy estimate available here.
 DL4884
 DL4884.Click photographs - Photos may exist for this station.
 DL4884
 DL4884.The dynamic height is computed by dividing the NAVD 88
 DL4884.geopotential number by the normal gravity value computed on the
 DL4884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4884.degrees latitude (g = 980.6199 gals.).
 DL4884
 DL4884.The modeled gravity was interpolated from observed gravity values.
 DL4884
 DL4884;                    North         East    Units  Estimated Accuracy
 DL4884;SPC MI S     -   224,929.1   3,972,341.5     MT  (+/- 3 meters HH1 GPS) 
 DL4884
 DL4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8515821602(NAD 83)
 DL4884
 DL4884                          SUPERSEDED SURVEY CONTROL
 DL4884
 DL4884.No superseded survey control is available for this station.
 DL4884
 DL4884_MARKER: DD = SURVEY DISK
 DL4884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4884_STAMPING: 37601 2008
 DL4884_MARK LOGO: MIDT
 DL4884_PROJECTION: FLUSH
 DL4884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4884+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DL4884
 DL4884  HISTORY     - Date     Condition        Report By
 DL4884  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4884
 DL4884                          STATION DESCRIPTION
 DL4884
 DL4884'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4884'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF PLEASANT VALLEY,
 DL4884'5.9 MI (9.5 KM) SOUTH-SOUTHEAST OF MOUNT PLEASANT AND 0.7 MI (1.1 KM)
 DL4884'WEST OF SHEPHERD.
 DL4884'
 DL4884'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH
 DL4884'BLANCHARD ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) SOUTHEAST OF
 DL4884'THE CITY OF MOUNT PLEASANT, MI, GO WEST ON BLANCHARD ROAD FOR 1.5 MI
 DL4884'(2.4 KM) TO LEATON ROAD TO THE STATION ON THE RIGHT.
 DL4884'
 DL4884'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4884'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4884'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4884'
 DL4884'THE STATION IS 300 FT (91.4 M) WEST OF LEATON ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4885 ***********************************************************************
 DL4885  DESIGNATION -  37602
 DL4885  PID         -  DL4885
 DL4885  STATE/COUNTY-  MI/ISABELLA
 DL4885  COUNTRY     -  US
 DL4885  USGS QUAD   -  SHEPHERD (2017)
 DL4885
 DL4885                         *CURRENT SURVEY CONTROL
 DL4885  ______________________________________________________________________
 DL4885* NAD 83(1986) POSITION- 43 32 19.64   (N) 084 43 03.47   (W)   HD_HELD1
 DL4885* NAVD 88 ORTHO HEIGHT -   241.638 (meters)      792.77  (feet) ADJUSTED
 DL4885  ______________________________________________________________________
 DL4885  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 DL4885  DYNAMIC HEIGHT  -        241.591 (meters)      792.62  (feet) COMP
 DL4885  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 DL4885
 DL4885  VERT ORDER      -  FIRST     CLASS II
 DL4885
 DL4885.The horizontal coordinates were determined by differentially corrected
 DL4885.hand held GPS observations or other comparable positioning techniques
 DL4885.and have an estimated accuracy of +/- 3 meters.
 DL4885
 DL4885.The orthometric height was determined by differential leveling and
 DL4885.adjusted by the NATIONAL GEODETIC SURVEY
 DL4885.in October 2009.
 DL4885
 DL4885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4885.GEOID18 height accuracy estimate available here.
 DL4885
 DL4885.Click photographs - Photos may exist for this station.
 DL4885
 DL4885.The dynamic height is computed by dividing the NAVD 88
 DL4885.geopotential number by the normal gravity value computed on the
 DL4885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4885.degrees latitude (g = 980.6199 gals.).
 DL4885
 DL4885.The modeled gravity was interpolated from observed gravity values.
 DL4885
 DL4885;                    North         East    Units  Estimated Accuracy
 DL4885;SPC MI S     -   226,530.0   3,971,634.3     MT  (+/- 3 meters HH1 GPS) 
 DL4885
 DL4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8440123179(NAD 83)
 DL4885
 DL4885                          SUPERSEDED SURVEY CONTROL
 DL4885
 DL4885.No superseded survey control is available for this station.
 DL4885
 DL4885_MARKER: DD = SURVEY DISK
 DL4885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4885_STAMPING: 37602 2008
 DL4885_MARK LOGO: MIDT
 DL4885_PROJECTION: FLUSH
 DL4885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4885+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DL4885
 DL4885  HISTORY     - Date     Condition        Report By
 DL4885  HISTORY     - 20080501 MONUMENTED       COLEM
 DL4885
 DL4885                          STATION DESCRIPTION
 DL4885
 DL4885'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4885'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF
 DL4885'PLEASANT VALLEY, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF MOUNT PLEASANT AND
 DL4885'1.5 MI (2.4 KM) NORTHWEST OF SHEPHERD.
 DL4885'
 DL4885'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH
 DL4885'BLANCHARD ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) SOUTHEAST OF
 DL4885'THE CITY OF MOUNT PLEASANT, MI, GO WEST ON BLANCHARD ROAD FOR 1.5 MI
 DL4885'(2.4 KM) TO LEATON ROAD, TURN RIGHT AND GO NORTH ON LEATON ROAD FOR
 DL4885'1.0 MI (1.6 KM) TO WALTON ROAD, TURN LEFT AND GO WEST ON WALTON ROAD
 DL4885'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DL4885'
 DL4885'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4885'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4885'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4885'
 DL4885'THE STATION IS 30 FT (9.1 M) WEST OF A FIELD ENTRANCE, 16 FT (4.9 M)
 DL4885'NORTH OF EDGE OF PAVEMENT OF WALTON ROAD, AND 2 FT (0.6 M) SOUTH OF AN
 DL4885'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4886 ***********************************************************************
 DL4886  DESIGNATION -  37603
 DL4886  PID         -  DL4886
 DL4886  STATE/COUNTY-  MI/ISABELLA
 DL4886  COUNTRY     -  US
 DL4886  USGS QUAD   -  SHEPHERD (2017)
 DL4886
 DL4886                         *CURRENT SURVEY CONTROL
 DL4886  ______________________________________________________________________
 DL4886* NAD 83(2011) POSITION- 43 33 12.81876(N) 084 43 45.90855(W)   ADJUSTED
 DL4886* NAD 83(2011) ELLIP HT-   204.834 (meters)        (06/27/12)   ADJUSTED
 DL4886* NAD 83(2011) EPOCH   -  2010.00
 DL4886* NAVD 88 ORTHO HEIGHT -   238.220 (meters)      781.56  (feet) ADJUSTED
 DL4886  ______________________________________________________________________
 DL4886  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 DL4886  NAD 83(2011) X  -    425,303.332 (meters)                     COMP
 DL4886  NAD 83(2011) Y  - -4,610,367.112 (meters)                     COMP
 DL4886  NAD 83(2011) Z  -  4,372,417.517 (meters)                     COMP
 DL4886  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 DL4886  DYNAMIC HEIGHT  -        238.173 (meters)      781.41  (feet) COMP
 DL4886  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 DL4886
 DL4886  VERT ORDER      -  FIRST     CLASS II
 DL4886
 DL4886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4886  Standards:
 DL4886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4886  -------------------------------------------------------------------
 DL4886  NETWORK    0.26   0.47           0.12   0.09   0.24     -0.01061781
 DL4886  -------------------------------------------------------------------
 DL4886  Click here for local accuracies and other accuracy information.
 DL4886
 DL4886.The horizontal coordinates were established by GPS observations
 DL4886.and adjusted by the National Geodetic Survey in June 2012.
 DL4886
 DL4886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4886.been affixed to the stable North American tectonic plate. See 
 DL4886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4886
 DL4886.The horizontal coordinates are valid at the epoch date displayed above
 DL4886.which is a decimal equivalence of Year/Month/Day.
 DL4886
 DL4886.The orthometric height was determined by differential leveling and
 DL4886.adjusted by the NATIONAL GEODETIC SURVEY
 DL4886.in October 2009.
 DL4886
 DL4886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4886.GEOID18 height accuracy estimate available here.
 DL4886
 DL4886.Click photographs - Photos may exist for this station.
 DL4886
 DL4886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4886
 DL4886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4886
 DL4886.The ellipsoidal height was determined by GPS observations
 DL4886.and is referenced to NAD 83.
 DL4886
 DL4886.The dynamic height is computed by dividing the NAVD 88
 DL4886.geopotential number by the normal gravity value computed on the
 DL4886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4886.degrees latitude (g = 980.6199 gals.).
 DL4886
 DL4886.The modeled gravity was interpolated from observed gravity values.
 DL4886
 DL4886. The following values were computed from the NAD 83(2011) position.
 DL4886
 DL4886;                    North         East     Units Scale Factor Converg.
 DL4886;SPC MI S     -   228,175.219 3,970,688.565   MT  0.99997496   -0 14 48.7
 DL4886;SPC MI S     -   748,606.36 13,027,193.45   iFT  0.99997496   -0 14 48.7
 DL4886;UTM  16      - 4,824,794.427   683,403.747   MT  1.00001376   +1 33 53.8
 DL4886
 DL4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4886!SPC MI S     -   0.99996788  x   0.99997496  =   0.99994284
 DL4886!UTM  16      -   0.99996788  x   1.00001376  =   0.99998164
 DL4886
 DL4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8340324794(NAD 83)
 DL4886
 DL4886                          SUPERSEDED SURVEY CONTROL
 DL4886
 DL4886  NAD 83(2007)-  43 33 12.81895(N)    084 43 45.90931(W) AD(2002.00) B
 DL4886  ELLIP H (10/19/09)  204.857  (m)                       GP(2002.00) 1 1
 DL4886
 DL4886.Superseded values are not recommended for survey control.
 DL4886
 DL4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4886.See file dsdata.pdf to determine how the superseded data were derived.
 DL4886
 DL4886_MARKER: DD = SURVEY DISK
 DL4886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4886_STAMPING: 37603 2008
 DL4886_MARK LOGO: MIDT
 DL4886_PROJECTION: FLUSH
 DL4886_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4886+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DL4886
 DL4886  HISTORY     - Date     Condition        Report By
 DL4886  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4886
 DL4886                          STATION DESCRIPTION
 DL4886
 DL4886'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4886'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DL4886'PLEASANT VALLEY, 3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF MOUNT PLEASANT AND
 DL4886'2.7 MI (4.3 KM) NORTHWEST OF SHEPHERD.
 DL4886'
 DL4886'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 27 WITH
 DL4886'MISSION ROAD, LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTH OF THE CITY
 DL4886'OF MOUNT PLEASANT, MI, GO SOUTH ON MISSION ROAD FOR 1.4 MI (2.3 KM) TO
 DL4886'MILLBROOK ROAD, TURN LEFT AND GO EAST ON MILLBROOK ROAD FOR 1.0 MI
 DL4886'(1.6 KM) TO ISABELLA ROAD, CONTINUE EAST ON MILLBROOK ROAD FOR 0.9 MI
 DL4886'(1.4 KM) TO THE STATION ON THE LEFT.
 DL4886'
 DL4886'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4886'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4886'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4886'
 DL4886'THE STATION IS 310 FT (94.5 M) WEST OF A DRIVEWAY OPENING, 3 FT (0.9
 DL4886'M) NORTH OF EDGE OF GRAVEL OF MILLBROOK ROAD, AND 2.5 FT (0.8 M) SOUTH
 DL4886'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4887 ***********************************************************************
 DL4887  DESIGNATION -  37604
 DL4887  PID         -  DL4887
 DL4887  STATE/COUNTY-  MI/ISABELLA
 DL4887  COUNTRY     -  US
 DL4887  USGS QUAD   -  MOUNT PLEASANT (2017)
 DL4887
 DL4887                         *CURRENT SURVEY CONTROL
 DL4887  ______________________________________________________________________
 DL4887* NAD 83(1986) POSITION- 43 35 32.78   (N) 084 46 03.62   (W)   HD_HELD1
 DL4887* NAVD 88 ORTHO HEIGHT -   236.894 (meters)      777.21  (feet) ADJUSTED
 DL4887  ______________________________________________________________________
 DL4887  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 DL4887  DYNAMIC HEIGHT  -        236.848 (meters)      777.06  (feet) COMP
 DL4887  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 DL4887
 DL4887  VERT ORDER      -  FIRST     CLASS II
 DL4887
 DL4887.The horizontal coordinates were determined by differentially corrected
 DL4887.hand held GPS observations or other comparable positioning techniques
 DL4887.and have an estimated accuracy of +/- 3 meters.
 DL4887
 DL4887.The orthometric height was determined by differential leveling and
 DL4887.adjusted by the NATIONAL GEODETIC SURVEY
 DL4887.in October 2009.
 DL4887
 DL4887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4887.GEOID18 height accuracy estimate available here.
 DL4887
 DL4887.Click photographs - Photos may exist for this station.
 DL4887
 DL4887.The dynamic height is computed by dividing the NAVD 88
 DL4887.geopotential number by the normal gravity value computed on the
 DL4887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4887.degrees latitude (g = 980.6199 gals.).
 DL4887
 DL4887.The modeled gravity was interpolated from observed gravity values.
 DL4887
 DL4887;                    North         East    Units  Estimated Accuracy
 DL4887;SPC MI S     -   232,508.6   3,967,618.2     MT  (+/- 3 meters HH1 GPS) 
 DL4887
 DL4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8019729028(NAD 83)
 DL4887
 DL4887                          SUPERSEDED SURVEY CONTROL
 DL4887
 DL4887.No superseded survey control is available for this station.
 DL4887
 DL4887_MARKER: DD = SURVEY DISK
 DL4887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4887_STAMPING: 37604 2008
 DL4887_MARK LOGO: MIDT
 DL4887_PROJECTION: FLUSH
 DL4887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4887+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DL4887
 DL4887  HISTORY     - Date     Condition        Report By
 DL4887  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4887  HISTORY     - 20181114 GOOD             ROWEIN
 DL4887  HISTORY     - 20241112 GOOD             ROWESE
 DL4887
 DL4887                          STATION DESCRIPTION
 DL4887
 DL4887'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4887'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DL4887'LEATON, 6.0 MI (9.7 KM) NORTHWEST OF SHEPHERD AND 0.4 MI (0.6 KM)
 DL4887'SOUTH OF MOUNT PLEASANT.
 DL4887'
 DL4887'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 27 (MISSION
 DL4887'STREET) WITH STATE HIGHWAY 20 (HIGH STREET), LOCATED IN THE CITY OF
 DL4887'MOUNT PLEASANT, MI, GO SOUTH ON BUSINESS 27 (MISSION STREET) FOR 0.3
 DL4887'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL4887'
 DL4887'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4887'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4887'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4887'
 DL4887'THE STATION IS 61.5 FT (18.7 M) SOUTHEAST OF A FLAG POLE BASE, 42 FT
 DL4887'(12.8 M) NORTHEAST OF A CONCRETE --SPECIAL OLYMPICS MICHIGAN-- SIGN, 3
 DL4887'FT (0.9 M) WEST OF EDGE OF PAVEMENT OF BUSINESS 27 (MISSION STREET),
 DL4887'1.5 FT (0.5 M) EAST OF EDGE OF SIDEWALK, AND 1 FT (0.3 M) EAST OF AN
 DL4887'ORANGE CARSONITE WITNESS POST.
 DL4887
 DL4887                          STATION RECOVERY (2018)
 DL4887
 DL4887'RECOVERY NOTE BY ROWE INCORPORATED 2018 (TLK)
 DL4887'RECOVERED IN GOOD CONDITION.
 DL4887
 DL4887                          STATION RECOVERY (2024)
 DL4887
 DL4887'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2024 (RP)
 DL4887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4888 ***********************************************************************
 DL4888  DESIGNATION -  37605
 DL4888  PID         -  DL4888
 DL4888  STATE/COUNTY-  MI/ISABELLA
 DL4888  COUNTRY     -  US
 DL4888  USGS QUAD   -  ROSEBUSH (2017)
 DL4888
 DL4888                         *CURRENT SURVEY CONTROL
 DL4888  ______________________________________________________________________
 DL4888* NAD 83(1986) POSITION- 43 43 50.42   (N) 084 46 02.64   (W)   HD_HELD1
 DL4888* NAVD 88 ORTHO HEIGHT -   247.506 (meters)      812.03  (feet) ADJUSTED
 DL4888  ______________________________________________________________________
 DL4888  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 DL4888  DYNAMIC HEIGHT  -        247.460 (meters)      811.88  (feet) COMP
 DL4888  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 DL4888
 DL4888  VERT ORDER      -  FIRST     CLASS II
 DL4888
 DL4888.The horizontal coordinates were determined by differentially corrected
 DL4888.hand held GPS observations or other comparable positioning techniques
 DL4888.and have an estimated accuracy of +/- 3 meters.
 DL4888
 DL4888.The orthometric height was determined by differential leveling and
 DL4888.adjusted by the NATIONAL GEODETIC SURVEY
 DL4888.in October 2009.
 DL4888
 DL4888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4888.GEOID18 height accuracy estimate available here.
 DL4888
 DL4888.Click photographs - Photos may exist for this station.
 DL4888
 DL4888.The dynamic height is computed by dividing the NAVD 88
 DL4888.geopotential number by the normal gravity value computed on the
 DL4888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4888.degrees latitude (g = 980.6199 gals.).
 DL4888
 DL4888.The modeled gravity was interpolated from observed gravity values.
 DL4888
 DL4888;                    North         East    Units  Estimated Accuracy
 DL4888;SPC MI S     -   247,866.8   3,967,713.3     MT  (+/- 3 meters HH1 GPS) 
 DL4888
 DL4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7980644382(NAD 83)
 DL4888
 DL4888                          SUPERSEDED SURVEY CONTROL
 DL4888
 DL4888.No superseded survey control is available for this station.
 DL4888
 DL4888_MARKER: DD = SURVEY DISK
 DL4888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4888_STAMPING: 37605 2008
 DL4888_MARK LOGO: MIDT
 DL4888_PROJECTION: FLUSH
 DL4888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4888+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DL4888
 DL4888  HISTORY     - Date     Condition        Report By
 DL4888  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4888
 DL4888                          STATION DESCRIPTION
 DL4888
 DL4888'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4888'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF CLARE, 5.1 MI
 DL4888'(8.2 KM) NORTHWEST OF LEATON AND 2.2 MI (3.5 KM) NORTH OF ROSEBUSH.
 DL4888'
 DL4888'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH ROSEBUSH
 DL4888'ROAD, LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTH OF THE CITY OF
 DL4888'MOUNT PLEASANT, MI, GO WEST ON ROSEBUSH ROAD FOR 0.4 MI (0.6 KM) TO
 DL4888'MISSION ROAD, TURN RIGHT AND GO NORTH ON MISSION ROAD FOR 2.0 MI (3.2
 DL4888'KM) TO VERNON ROAD, CONTINUE N ON MISSION ROAD FOR 0.2 MI (0.3 KM) TO
 DL4888'THE STATION ON THE RIGHT.
 DL4888'
 DL4888'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4888'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4888'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4888'
 DL4888'THE STATION IS 76 FT (23.2 M) NORTHEAST OF A POST FOR A --PASS WITH
 DL4888'CARE-- SIGN, 24 FT (7.3 M) EAST OF EDGE OF PAVEMENT OF MISSION ROAD,
 DL4888'23 FT (7.0 M) NORTH OF A FIELD ENTRANCE, AND 3 FT (0.9 M) WEST OF AN
 DL4888'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4889 ***********************************************************************
 DL4889  DESIGNATION -  37606
 DL4889  PID         -  DL4889
 DL4889  STATE/COUNTY-  MI/ISABELLA
 DL4889  COUNTRY     -  US
 DL4889  USGS QUAD   -  CLARE (2017)
 DL4889
 DL4889                         *CURRENT SURVEY CONTROL
 DL4889  ______________________________________________________________________
 DL4889* NAD 83(1986) POSITION- 43 45 59.42   (N) 084 46 03.75   (W)   HD_HELD1
 DL4889* NAVD 88 ORTHO HEIGHT -   252.242 (meters)      827.56  (feet) ADJUSTED
 DL4889  ______________________________________________________________________
 DL4889  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 DL4889  DYNAMIC HEIGHT  -        252.196 (meters)      827.41  (feet) COMP
 DL4889  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 DL4889
 DL4889  VERT ORDER      -  FIRST     CLASS II
 DL4889
 DL4889.The horizontal coordinates were determined by differentially corrected
 DL4889.hand held GPS observations or other comparable positioning techniques
 DL4889.and have an estimated accuracy of +/- 3 meters.
 DL4889
 DL4889.The orthometric height was determined by differential leveling and
 DL4889.adjusted by the NATIONAL GEODETIC SURVEY
 DL4889.in October 2009.
 DL4889
 DL4889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4889.GEOID18 height accuracy estimate available here.
 DL4889
 DL4889.Click photographs - Photos may exist for this station.
 DL4889
 DL4889.The dynamic height is computed by dividing the NAVD 88
 DL4889.geopotential number by the normal gravity value computed on the
 DL4889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4889.degrees latitude (g = 980.6199 gals.).
 DL4889
 DL4889.The modeled gravity was interpolated from observed gravity values.
 DL4889
 DL4889;                    North         East    Units  Estimated Accuracy
 DL4889;SPC MI S     -   251,848.3   3,967,707.4     MT  (+/- 3 meters HH1 GPS) 
 DL4889
 DL4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7967448361(NAD 83)
 DL4889
 DL4889                          SUPERSEDED SURVEY CONTROL
 DL4889
 DL4889.No superseded survey control is available for this station.
 DL4889
 DL4889_MARKER: DD = SURVEY DISK
 DL4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4889_STAMPING: 37606 2008
 DL4889_MARK LOGO: MIDT
 DL4889_PROJECTION: FLUSH
 DL4889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4889+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DL4889
 DL4889  HISTORY     - Date     Condition        Report By
 DL4889  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4889
 DL4889                          STATION DESCRIPTION
 DL4889
 DL4889'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4889'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-SOUTHWEST OF LOOMIS,
 DL4889'4.6 MI (7.4 KM) NORTH OF ROSEBUSH AND 3.7 MI (6.0 KM) SOUTH OF CLARE.
 DL4889'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS 127 WITH MISSION
 DL4889'ROAD, LOCATED IN THE CITY OF CLARE, MI, GO SOUTH ON MISSION ROAD FOR
 DL4889'2.6 MI (4.2 KM) TO STEVENSON LAKE ROAD, CONTINUE SOUTH ON MISSION ROAD
 DL4889'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DL4889'
 DL4889'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4889'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4889'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4889'
 DL4889'THE STATION IS 140 FT (42.7 M) NORTH OF EXTENDED CENTER OF DRIVEWAY
 DL4889'OPENING --8691--, 53 FT (16.2 M) SOUTH OF CENTER OF A FIELD ENTRANCE,
 DL4889'28 FT (8.5 M) EAST OF EDGE OF PAVEMENT OF MISSION ROAD, AND 3 FT (0.9
 DL4889'M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4890 ***********************************************************************
 DL4890  DESIGNATION -  37607
 DL4890  PID         -  DL4890
 DL4890  STATE/COUNTY-  MI/ISABELLA
 DL4890  COUNTRY     -  US
 DL4890  USGS QUAD   -  CLARE (2017)
 DL4890
 DL4890                         *CURRENT SURVEY CONTROL
 DL4890  ______________________________________________________________________
 DL4890* NAD 83(1986) POSITION- 43 47 24.99   (N) 084 46 04.18   (W)   HD_HELD1
 DL4890* NAVD 88 ORTHO HEIGHT -   255.841 (meters)      839.37  (feet) ADJUSTED
 DL4890  ______________________________________________________________________
 DL4890  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 DL4890  DYNAMIC HEIGHT  -        255.794 (meters)      839.22  (feet) COMP
 DL4890  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 DL4890
 DL4890  VERT ORDER      -  FIRST     CLASS II
 DL4890
 DL4890.The horizontal coordinates were determined by differentially corrected
 DL4890.hand held GPS observations or other comparable positioning techniques
 DL4890.and have an estimated accuracy of +/- 3 meters.
 DL4890
 DL4890.The orthometric height was determined by differential leveling and
 DL4890.adjusted by the NATIONAL GEODETIC SURVEY
 DL4890.in October 2009.
 DL4890
 DL4890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4890.GEOID18 height accuracy estimate available here.
 DL4890
 DL4890.Click photographs - Photos may exist for this station.
 DL4890
 DL4890.The dynamic height is computed by dividing the NAVD 88
 DL4890.geopotential number by the normal gravity value computed on the
 DL4890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4890.degrees latitude (g = 980.6199 gals.).
 DL4890
 DL4890.The modeled gravity was interpolated from observed gravity values.
 DL4890
 DL4890;                    North         East    Units  Estimated Accuracy
 DL4890;SPC MI S     -   254,489.4   3,967,710.4     MT  (+/- 3 meters HH1 GPS) 
 DL4890
 DL4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7959351001(NAD 83)
 DL4890
 DL4890                          SUPERSEDED SURVEY CONTROL
 DL4890
 DL4890.No superseded survey control is available for this station.
 DL4890
 DL4890_MARKER: DD = SURVEY DISK
 DL4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4890_STAMPING: 37607 2008
 DL4890_MARK LOGO: MIDT
 DL4890_PROJECTION: FLUSH
 DL4890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4890+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DL4890
 DL4890  HISTORY     - Date     Condition        Report By
 DL4890  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4890
 DL4890                          STATION DESCRIPTION
 DL4890
 DL4890'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4890'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF ROSEBUSH, 5.1
 DL4890'MI (8.2 KM) WEST OF LOOMIS AND 2.0 MI (3.2 KM) SOUTH OF CLARE.
 DL4890'
 DL4890'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS 127 WITH MISSION
 DL4890'ROAD, LOCATED IN THE CITY OF CLARE, MI, GO SOUTH ON MISSION ROAD FOR
 DL4890'0.6 MI (1.0 KM) TO HERRICK ROAD, CONTINUE SOUTH ON MISSION ROAD FOR
 DL4890'0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DL4890'
 DL4890'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4890'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4890'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4890'
 DL4890'THE STATION IS 146 FT (44.5 M) NORTH OF A POWER PEDESTAL --2--, 24 FT
 DL4890'(7.3 M) EAST OF EDGE OF PAVEMENT OF MISSION ROAD, AND 1.5 FT (0.5 M)
 DL4890'WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4891 ***********************************************************************
 DL4891  DESIGNATION -  37608
 DL4891  PID         -  DL4891
 DL4891  STATE/COUNTY-  MI/ISABELLA
 DL4891  COUNTRY     -  US
 DL4891  USGS QUAD   -  CLARE (2017)
 DL4891
 DL4891                         *CURRENT SURVEY CONTROL
 DL4891  ______________________________________________________________________
 DL4891* NAD 83(2011) POSITION- 43 48 29.88036(N) 084 46 02.32916(W)   ADJUSTED
 DL4891* NAD 83(2011) ELLIP HT-   230.545 (meters)        (06/27/12)   ADJUSTED
 DL4891* NAD 83(2011) EPOCH   -  2010.00
 DL4891* NAVD 88 ORTHO HEIGHT -   264.214 (meters)      866.84  (feet) ADJUSTED
 DL4891  ______________________________________________________________________
 DL4891  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 DL4891  NAD 83(2011) X  -    420,472.919 (meters)                     COMP
 DL4891  NAD 83(2011) Y  - -4,591,199.439 (meters)                     COMP
 DL4891  NAD 83(2011) Z  -  4,392,904.655 (meters)                     COMP
 DL4891  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 DL4891  DYNAMIC HEIGHT  -        264.166 (meters)      866.68  (feet) COMP
 DL4891  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 DL4891
 DL4891  VERT ORDER      -  FIRST     CLASS II
 DL4891
 DL4891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4891  Standards:
 DL4891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4891  -------------------------------------------------------------------
 DL4891  NETWORK    0.30   0.51           0.14   0.10   0.26      0.05511549
 DL4891  -------------------------------------------------------------------
 DL4891  Click here for local accuracies and other accuracy information.
 DL4891
 DL4891.The horizontal coordinates were established by GPS observations
 DL4891.and adjusted by the National Geodetic Survey in June 2012.
 DL4891
 DL4891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4891.been affixed to the stable North American tectonic plate. See 
 DL4891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4891
 DL4891.The horizontal coordinates are valid at the epoch date displayed above
 DL4891.which is a decimal equivalence of Year/Month/Day.
 DL4891
 DL4891.The orthometric height was determined by differential leveling and
 DL4891.adjusted by the NATIONAL GEODETIC SURVEY
 DL4891.in April 2012.
 DL4891
 DL4891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4891.GEOID18 height accuracy estimate available here.
 DL4891
 DL4891.Click photographs - Photos may exist for this station.
 DL4891
 DL4891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4891
 DL4891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4891
 DL4891.The ellipsoidal height was determined by GPS observations
 DL4891.and is referenced to NAD 83.
 DL4891
 DL4891.The dynamic height is computed by dividing the NAVD 88
 DL4891.geopotential number by the normal gravity value computed on the
 DL4891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4891.degrees latitude (g = 980.6199 gals.).
 DL4891
 DL4891.The modeled gravity was interpolated from observed gravity values.
 DL4891
 DL4891. The following values were computed from the NAD 83(2011) position.
 DL4891
 DL4891;                    North         East     Units Scale Factor Converg.
 DL4891;SPC MI S     -   256,491.973 3,967,761.278   MT  1.00003691   -0 16 21.5
 DL4891;SPC MI S     -   841,509.10 13,017,589.49   iFT  1.00003691   -0 16 21.5
 DL4891;UTM  16      - 4,853,004.270   679,580.946   MT  0.99999667   +1 32 45.5
 DL4891
 DL4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4891!SPC MI S     -   0.99996385  x   1.00003691  =   1.00000076
 DL4891!UTM  16      -   0.99996385  x   0.99999667  =   0.99996052
 DL4891
 DL4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7958053004(NAD 83)
 DL4891
 DL4891                          SUPERSEDED SURVEY CONTROL
 DL4891
 DL4891  NAD 83(2007)-  43 48 29.88035(N)    084 46 02.33004(W) AD(2002.00) B
 DL4891  ELLIP H (10/23/09)  230.567  (m)                       GP(2002.00) 3 1
 DL4891  NAVD 88 (10/19/09)  264.220  (m)          866.86   (f) SUPERSEDED  1 2
 DL4891
 DL4891.Superseded values are not recommended for survey control.
 DL4891
 DL4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4891.See file dsdata.pdf to determine how the superseded data were derived.
 DL4891
 DL4891_MARKER: DD = SURVEY DISK
 DL4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4891_STAMPING: 37608 2008
 DL4891_MARK LOGO: MIDT
 DL4891_PROJECTION: FLUSH
 DL4891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4891+STABILITY: SURFACE MOTION
 DL4891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4891+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 DL4891
 DL4891  HISTORY     - Date     Condition        Report By
 DL4891  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4891  HISTORY     - 20090519 GOOD             MIDT
 DL4891  HISTORY     - 20180302 GOOD             HEI
 DL4891  HISTORY     - 20200625 GOOD             MIDT
 DL4891  HISTORY     - 20250731 GOOD             MIDT
 DL4891
 DL4891                          STATION DESCRIPTION
 DL4891
 DL4891'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4891'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF WOODS,
 DL4891'5.2 MI (8.4 KM) WEST-NORTHWEST OF LOOMIS AND 0.8 MI (1.3 KM) SOUTH OF
 DL4891'CLARE.
 DL4891'
 DL4891'TO REACH FROM THE INTERSECTION OF BUSINESS HIGHWAY 127 WITH HIGHWAY
 DL4891'115, IN CLARE, GO SOUTH ON BUSINESS HIGHWAY 127 FOR 0.8 MI (1.3 KM) TO
 DL4891'THE JUNCTION OF BUSINESS HIGHWAY 127 WITH NORTH MISSION ROAD AND THE
 DL4891'STATION ON THE RIGHT.
 DL4891'
 DL4891'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4891'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4891'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4891'
 DL4891'THE STATION IS 61.5 FT (18.7 M) NORTHWEST OF A METAL POST FOR A
 DL4891'--ADOPT A HIGHWAY-- SIGN, 55.5 FT (16.9 M) SOUTHEAST OF A WOOD POST
 DL4891'FOR A --MOTOR VEHICLES ONLY-- SIGN, 10 FT (3.0 M) SOUTHWEST OF EDGE OF
 DL4891'PAVEMENT OF SOUTHBOUND BUSINESS 127, AND 3 FT (0.9 M) EAST OF AN
 DL4891'ORANGE CARSONITE WITNESS POST.
 DL4891
 DL4891                          STATION RECOVERY (2009)
 DL4891
 DL4891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL4891'RECOVERED AS DESCRIBED.
 DL4891
 DL4891                          STATION RECOVERY (2018)
 DL4891
 DL4891'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 DL4891'RECOVERED IN GOOD CONDITION.
 DL4891
 DL4891                          STATION RECOVERY (2020)
 DL4891
 DL4891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4891'THE MARK IS LOCATED 33.75 FT (10.3 M) WEST OF A WOODEN SIGN POST,
 DL4891'44.25 FT (13.5 M) WEST OF THE EDGE OF PAVEMENT OF HIGHWAY 127
 DL4891'SOUTHBOUND ON RAMP, 127 FT (38.7 M) NORTHWEST OF A STEEL POST OF AN
 DL4891''ADOPT A HIGHWAY' SIGN, 150 FT (45.7 M) SOUTHWEST OF THE EDGE OF A
 DL4891'MDOT MANHOLE COVER AND 3 FT (0.9 M) EAST OF AN ORANGE CARSONITE
 DL4891'WITNESS POST.
 DL4891
 DL4891                          STATION RECOVERY (2025)
 DL4891
 DL4891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4891'WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4892 ***********************************************************************
 DL4892  DESIGNATION -  37609
 DL4892  PID         -  DL4892
 DL4892  STATE/COUNTY-  MI/ISABELLA
 DL4892  COUNTRY     -  US
 DL4892  USGS QUAD   -  LOOMIS (2017)
 DL4892
 DL4892                         *CURRENT SURVEY CONTROL
 DL4892  ______________________________________________________________________
 DL4892* NAD 83(2011) POSITION- 43 48 29.40596(N) 084 43 25.28512(W)   ADJUSTED
 DL4892* NAD 83(2011) ELLIP HT-   216.826 (meters)        (06/27/12)   ADJUSTED
 DL4892* NAD 83(2011) EPOCH   -  2010.00
 DL4892* NAVD 88 ORTHO HEIGHT -   250.604 (meters)      822.19  (feet) ADJUSTED
 DL4892  ______________________________________________________________________
 DL4892  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 DL4892  NAD 83(2011) X  -    423,968.424 (meters)                     COMP
 DL4892  NAD 83(2011) Y  - -4,590,878.207 (meters)                     COMP
 DL4892  NAD 83(2011) Z  -  4,392,884.592 (meters)                     COMP
 DL4892  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 DL4892  DYNAMIC HEIGHT  -        250.557 (meters)      822.04  (feet) COMP
 DL4892  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DL4892
 DL4892  VERT ORDER      -  FIRST     CLASS II
 DL4892
 DL4892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4892  Standards:
 DL4892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4892  -------------------------------------------------------------------
 DL4892  NETWORK    0.30   0.51           0.14   0.10   0.26      0.05240024
 DL4892  -------------------------------------------------------------------
 DL4892  Click here for local accuracies and other accuracy information.
 DL4892
 DL4892.The horizontal coordinates were established by GPS observations
 DL4892.and adjusted by the National Geodetic Survey in June 2012.
 DL4892
 DL4892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4892.been affixed to the stable North American tectonic plate. See 
 DL4892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4892
 DL4892.The horizontal coordinates are valid at the epoch date displayed above
 DL4892.which is a decimal equivalence of Year/Month/Day.
 DL4892
 DL4892.The orthometric height was determined by differential leveling and
 DL4892.adjusted by the NATIONAL GEODETIC SURVEY
 DL4892.in October 2009.
 DL4892
 DL4892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4892.GEOID18 height accuracy estimate available here.
 DL4892
 DL4892.Click photographs - Photos may exist for this station.
 DL4892
 DL4892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4892
 DL4892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4892
 DL4892.The ellipsoidal height was determined by GPS observations
 DL4892.and is referenced to NAD 83.
 DL4892
 DL4892.The dynamic height is computed by dividing the NAVD 88
 DL4892.geopotential number by the normal gravity value computed on the
 DL4892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4892.degrees latitude (g = 980.6199 gals.).
 DL4892
 DL4892.The modeled gravity was interpolated from observed gravity values.
 DL4892
 DL4892. The following values were computed from the NAD 83(2011) position.
 DL4892
 DL4892;                    North         East     Units Scale Factor Converg.
 DL4892;SPC MI S     -   256,461.536 3,971,271.418   MT  1.00003687   -0 14 34.7
 DL4892;SPC MI S     -   841,409.24 13,029,105.70   iFT  1.00003687   -0 14 34.7
 DL4892;UTM  16      - 4,853,085.260   683,090.170   MT  1.00001233   +1 34 34.3
 DL4892
 DL4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4892!SPC MI S     -   0.99996600  x   1.00003687  =   1.00000287
 DL4892!UTM  16      -   0.99996600  x   1.00001233  =   0.99997833
 DL4892
 DL4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8309053085(NAD 83)
 DL4892
 DL4892                          SUPERSEDED SURVEY CONTROL
 DL4892
 DL4892  NAD 83(2007)-  43 48 29.40596(N)    084 43 25.28599(W) AD(2002.00) B
 DL4892  ELLIP H (10/23/09)  216.848  (m)                       GP(2002.00) 3 1
 DL4892
 DL4892.Superseded values are not recommended for survey control.
 DL4892
 DL4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4892.See file dsdata.pdf to determine how the superseded data were derived.
 DL4892
 DL4892_MARKER: DD = SURVEY DISK
 DL4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4892_STAMPING: 37609 2008
 DL4892_MARK LOGO: MIDT
 DL4892_PROJECTION: FLUSH
 DL4892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4892+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DL4892
 DL4892  HISTORY     - Date     Condition        Report By
 DL4892  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4892  HISTORY     - 20090519 GOOD             MIDT
 DL4892  HISTORY     - 20150422 GOOD             INDIV
 DL4892  HISTORY     - 20160324 GOOD             SPICE
 DL4892  HISTORY     - 20200625 SEE DESCRIPTION  MIDT
 DL4892
 DL4892                          STATION DESCRIPTION
 DL4892
 DL4892'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4892'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF
 DL4892'COLEMAN, 3.1 MI (5.0 KM) WEST-NORTHWEST OF LOOMIS AND 2.4 MI (3.9 KM)
 DL4892'EAST-SOUTHEAST OF CLARE.
 DL4892'
 DL4892'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10B (PERE
 DL4892'MARQUETTE ROAD) WITH US HIGHWAY 127, LOCATED IN THE CITY OF CLARE, MI,
 DL4892'GO EAST-SOUTHEAST ON BUSINESS 10 FOR 1.5 MI (2.4 KM) TO THE STATION ON
 DL4892'THE LEFT.
 DL4892'
 DL4892'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4892'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4892'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4892'
 DL4892'THE STATION IS 400 FT (121.9 M) NORTHEAST OF BUSINESS 10, 200 FT (61.0
 DL4892'M) SOUTHWEST OF EAST-BOUND US HIGHWAY 10, 12 FT (3.7 M) NORTHWEST OF
 DL4892'EDGE OF PAVEMENT OF WEST-BOUND US HIGHWAY 10 OFF-RAMP TO BUSINESS 10,
 DL4892'AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4892
 DL4892                          STATION RECOVERY (2009)
 DL4892
 DL4892'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL4892'RECOVERED AS DESCRIBED.
 DL4892
 DL4892                          STATION RECOVERY (2015)
 DL4892
 DL4892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (MDC)
 DL4892'RECOVERED IN GOOD CONDITION.
 DL4892
 DL4892                          STATION RECOVERY (2016)
 DL4892
 DL4892'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4892'RECOVERED IN GOOD CONDITION.
 DL4892
 DL4892                          STATION RECOVERY (2020)
 DL4892
 DL4892'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4892'THE MARK IS LOCATED 64 FT (19.5 M) SOUTH OF A STEEL FENCE POST, 198 FT
 DL4892'(60.4 M) WEST OF A YELLOW DIRECTIONAL ARROW SIGN ON US 10 OFF RAMP,
 DL4892'119 FT (36.3 M) WEST-NORTHWEST OF A SIGN POST FOR '127 BUSINESS SOUTH'
 DL4892'SIGN AND 3 FT (0.9 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.  THE
 DL4892'BENCH MARK DISC IS BADLY GOUGED AND THE STAMPING IS BARELY VISIBLE.
 DL4892'THE CENTER POINT LOCATION IN USEABLE CONDITION, BUT ONLY THE POINT
 DL4892'DESIGNATION NUMBER IS READABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4893 ***********************************************************************
 DL4893  DESIGNATION -  37610
 DL4893  PID         -  DL4893
 DL4893  STATE/COUNTY-  MI/ISABELLA
 DL4893  COUNTRY     -  US
 DL4893  USGS QUAD   -  LOOMIS (2017)
 DL4893
 DL4893                         *CURRENT SURVEY CONTROL
 DL4893  ______________________________________________________________________
 DL4893* NAD 83(2011) POSITION- 43 48 03.76500(N) 084 41 43.66692(W)   ADJUSTED
 DL4893* NAD 83(2011) ELLIP HT-   209.344 (meters)        (06/27/12)   ADJUSTED
 DL4893* NAD 83(2011) EPOCH   -  2010.00
 DL4893* NAVD 88 ORTHO HEIGHT -   243.185 (meters)      797.85  (feet) ADJUSTED
 DL4893  ______________________________________________________________________
 DL4893  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 DL4893  NAD 83(2011) X  -    426,280.255 (meters)                     COMP
 DL4893  NAD 83(2011) Y  - -4,591,208.860 (meters)                     COMP
 DL4893  NAD 83(2011) Z  -  4,392,308.259 (meters)                     COMP
 DL4893  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DL4893  DYNAMIC HEIGHT  -        243.139 (meters)      797.70  (feet) COMP
 DL4893  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DL4893
 DL4893  VERT ORDER      -  FIRST     CLASS II
 DL4893
 DL4893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4893  Standards:
 DL4893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4893  -------------------------------------------------------------------
 DL4893  NETWORK    0.30   0.51           0.14   0.10   0.26      0.04834472
 DL4893  -------------------------------------------------------------------
 DL4893  Click here for local accuracies and other accuracy information.
 DL4893
 DL4893.The horizontal coordinates were established by GPS observations
 DL4893.and adjusted by the National Geodetic Survey in June 2012.
 DL4893
 DL4893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4893.been affixed to the stable North American tectonic plate. See 
 DL4893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4893
 DL4893.The horizontal coordinates are valid at the epoch date displayed above
 DL4893.which is a decimal equivalence of Year/Month/Day.
 DL4893
 DL4893.The orthometric height was determined by differential leveling and
 DL4893.adjusted by the NATIONAL GEODETIC SURVEY
 DL4893.in October 2009.
 DL4893
 DL4893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4893.GEOID18 height accuracy estimate available here.
 DL4893
 DL4893.Click photographs - Photos may exist for this station.
 DL4893
 DL4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4893
 DL4893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4893
 DL4893.The ellipsoidal height was determined by GPS observations
 DL4893.and is referenced to NAD 83.
 DL4893
 DL4893.The dynamic height is computed by dividing the NAVD 88
 DL4893.geopotential number by the normal gravity value computed on the
 DL4893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4893.degrees latitude (g = 980.6199 gals.).
 DL4893
 DL4893.The modeled gravity was interpolated from observed gravity values.
 DL4893
 DL4893. The following values were computed from the NAD 83(2011) position.
 DL4893
 DL4893;                    North         East     Units Scale Factor Converg.
 DL4893;SPC MI S     -   255,660.895 3,973,539.677   MT  1.00003487   -0 13 25.5
 DL4893;SPC MI S     -   838,782.46 13,036,547.50   iFT  1.00003487   -0 13 25.5
 DL4893;UTM  16      - 4,852,357.044   685,382.660   MT  1.00002272   +1 35 44.0
 DL4893
 DL4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4893!SPC MI S     -   0.99996717  x   1.00003487  =   1.00000204
 DL4893!UTM  16      -   0.99996717  x   1.00002272  =   0.99998989
 DL4893
 DL4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8538252357(NAD 83)
 DL4893
 DL4893                          SUPERSEDED SURVEY CONTROL
 DL4893
 DL4893  NAD 83(2007)-  43 48 03.76499(N)    084 41 43.66780(W) AD(2002.00) B
 DL4893  ELLIP H (10/23/09)  209.366  (m)                       GP(2002.00) 3 1
 DL4893
 DL4893.Superseded values are not recommended for survey control.
 DL4893
 DL4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4893.See file dsdata.pdf to determine how the superseded data were derived.
 DL4893
 DL4893_MARKER: DD = SURVEY DISK
 DL4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4893_STAMPING: 37610 2008
 DL4893_MARK LOGO: MIDT
 DL4893_PROJECTION: FLUSH
 DL4893_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4893+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DL4893
 DL4893  HISTORY     - Date     Condition        Report By
 DL4893  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4893  HISTORY     - 20090519 GOOD             MIDT
 DL4893  HISTORY     - 20160324 GOOD             SPICE
 DL4893  HISTORY     - 20200626 GOOD             MIDT
 DL4893  HISTORY     - 20250723 GOOD             MIDT
 DL4893
 DL4893                          STATION DESCRIPTION
 DL4893
 DL4893'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4893'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 DL4893'COLEMAN, 3.9 MI (6.3 KM) EAST-SOUTHEAST OF CLARE AND 1.6 MI (2.6 KM)
 DL4893'WEST-NORTHWEST OF LOOMIS.
 DL4893'
 DL4893'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10B (PERE
 DL4893'MARQUETTE ROAD) WITH US HIGHWAY 127, LOCATED IN THE CITY OF CLARE, MI,
 DL4893'GO EAST-SOUTHEAST ON BUSINESS 10 FOR 2.4 MI (3.9 KM) TO LEATON ROAD,
 DL4893'CONTINUE EAST-SOUTHEAST ON PERE MARQUETTE ROAD FOR 0.6 MI (1.0 KM) TO
 DL4893'THE STATION ON THE RIGHT.
 DL4893'
 DL4893'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4893'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4893'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4893'
 DL4893'THE STATION IS 110 FT (33.5 M) NORTHWEST OF THE END WOOD POST FOR A
 DL4893'WOOD FENCE, 62 FT (18.9 M) NORTH OF EDGE OF PAVEMENT OF PERE MARQUETTE
 DL4893'RAIL-TRAIL, 32.5 FT (9.9 M) SOUTH-SOUTHWEST OF EDGE OF PAVEMENT OF
 DL4893'PERE MARQUETTE ROAD, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL4893'WITNESS POST.
 DL4893
 DL4893                          STATION RECOVERY (2009)
 DL4893
 DL4893'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL4893'RECOVERED AS DESCRIBED.
 DL4893
 DL4893                          STATION RECOVERY (2016)
 DL4893
 DL4893'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4893'RECOVERED IN GOOD CONDITION.
 DL4893
 DL4893                          STATION RECOVERY (2020)
 DL4893
 DL4893'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4893'THE MARK IS LOCATED 118.5 FT (36.1 M) NORTHWEST OF A WOODEN FENCE POST
 DL4893'ALONG A RAIL TRAIL.
 DL4893
 DL4893                          STATION RECOVERY (2025)
 DL4893
 DL4893'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4894 ***********************************************************************
 DL4894  DESIGNATION -  37611
 DL4894  PID         -  DL4894
 DL4894  STATE/COUNTY-  MI/ISABELLA
 DL4894  COUNTRY     -  US
 DL4894  USGS QUAD   -  LOOMIS (2017)
 DL4894
 DL4894                         *CURRENT SURVEY CONTROL
 DL4894  ______________________________________________________________________
 DL4894* NAD 83(2011) POSITION- 43 46 52.65105(N) 084 38 48.06839(W)   ADJUSTED
 DL4894* NAD 83(2011) ELLIP HT-   200.657 (meters)        (06/27/12)   ADJUSTED
 DL4894* NAD 83(2011) EPOCH   -  2010.00
 DL4894* NAVD 88 ORTHO HEIGHT -   234.587 (meters)      769.64  (feet) ADJUSTED
 DL4894  ______________________________________________________________________
 DL4894  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 DL4894  NAD 83(2011) X  -    430,329.841 (meters)                     COMP
 DL4894  NAD 83(2011) Y  - -4,592,350.357 (meters)                     COMP
 DL4894  NAD 83(2011) Z  -  4,390,717.831 (meters)                     COMP
 DL4894  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 DL4894  DYNAMIC HEIGHT  -        234.543 (meters)      769.50  (feet) COMP
 DL4894  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 DL4894
 DL4894  VERT ORDER      -  FIRST     CLASS II
 DL4894
 DL4894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4894  Standards:
 DL4894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4894  -------------------------------------------------------------------
 DL4894  NETWORK    0.28   0.47           0.13   0.09   0.24     -0.00130974
 DL4894  -------------------------------------------------------------------
 DL4894  Click here for local accuracies and other accuracy information.
 DL4894
 DL4894.The horizontal coordinates were established by GPS observations
 DL4894.and adjusted by the National Geodetic Survey in June 2012.
 DL4894
 DL4894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4894.been affixed to the stable North American tectonic plate. See 
 DL4894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4894
 DL4894.The horizontal coordinates are valid at the epoch date displayed above
 DL4894.which is a decimal equivalence of Year/Month/Day.
 DL4894
 DL4894.The orthometric height was determined by differential leveling and
 DL4894.adjusted by the NATIONAL GEODETIC SURVEY
 DL4894.in October 2009.
 DL4894
 DL4894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4894.GEOID18 height accuracy estimate available here.
 DL4894
 DL4894.Click photographs - Photos may exist for this station.
 DL4894
 DL4894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4894
 DL4894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4894
 DL4894.The ellipsoidal height was determined by GPS observations
 DL4894.and is referenced to NAD 83.
 DL4894
 DL4894.The dynamic height is computed by dividing the NAVD 88
 DL4894.geopotential number by the normal gravity value computed on the
 DL4894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4894.degrees latitude (g = 980.6199 gals.).
 DL4894
 DL4894.The modeled gravity was interpolated from observed gravity values.
 DL4894
 DL4894. The following values were computed from the NAD 83(2011) position.
 DL4894
 DL4894;                    North         East     Units Scale Factor Converg.
 DL4894;SPC MI S     -   253,451.827 3,977,457.784   MT  1.00002940   -0 11 26.0
 DL4894;SPC MI S     -   831,534.87 13,049,402.18   iFT  1.00002940   -0 11 26.0
 DL4894;UTM  16      - 4,850,273.481   689,368.925   MT  1.00004110   +1 37 43.5
 DL4894
 DL4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4894!SPC MI S     -   0.99996854  x   1.00002940  =   0.99999794
 DL4894!UTM  16      -   0.99996854  x   1.00004110  =   1.00000963
 DL4894
 DL4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8936850273(NAD 83)
 DL4894
 DL4894                          SUPERSEDED SURVEY CONTROL
 DL4894
 DL4894  NAD 83(2007)-  43 46 52.65104(N)    084 38 48.06921(W) AD(2002.00) B
 DL4894  ELLIP H (10/19/09)  200.683  (m)                       GP(2002.00) 1 1
 DL4894
 DL4894.Superseded values are not recommended for survey control.
 DL4894
 DL4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4894.See file dsdata.pdf to determine how the superseded data were derived.
 DL4894
 DL4894_MARKER: DD = SURVEY DISK
 DL4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4894_STAMPING: 37611 2008
 DL4894_MARK LOGO: MIDT
 DL4894_PROJECTION: FLUSH
 DL4894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4894+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2016
 DL4894
 DL4894  HISTORY     - Date     Condition        Report By
 DL4894  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4894  HISTORY     - 20160324 GOOD             SPICE
 DL4894
 DL4894                          STATION DESCRIPTION
 DL4894
 DL4894'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4894'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF
 DL4894'ALAMANDO, 3.5 MI (5.6 KM) WEST-NORTHWEST OF COLEMAN AND 1.3 MI (2.1
 DL4894'KM) SOUTHEAST OF LOOMIS.
 DL4894'
 DL4894'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH LOOMIS
 DL4894'ROAD, LOCATED APPROXIMATELY 5.3 MI (8.5 KM) EAST-SOUTHEAST OF THE CITY
 DL4894'OF CLARE, MI, GO SOUTH ON LOOMIS ROAD FOR 0.4 MI (0.6 KM) TO PERE
 DL4894'MARQUETTE ROAD, TURN LEFT AND GO SOUTHEAST ON PERE MARQUETTE ROAD FOR
 DL4894'1.2 MI (1.9 KM) TO WISE ROAD, TURN RIGHT AND GO SOUTH ON WISE ROAD FOR
 DL4894'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL4894'
 DL4894'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4894'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4894'CONCRETE POST, SET TO A DEPTH OF 5 FT (1.5 M) DUE TO CAVING.
 DL4894'
 DL4894'THE STATION IS 470 FT (143.3 M) SOUTH OF DRIVEWAY OPENING --9730--, 15
 DL4894'FT (4.6 M) EAST OF EDGE OF GRAVEL OF WISE ROAD, AND 3.3 FT (1.0 M)
 DL4894'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4894
 DL4894                          STATION RECOVERY (2016)
 DL4894
 DL4894'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4895 ***********************************************************************
 DL4895  DESIGNATION -  37612
 DL4895  PID         -  DL4895
 DL4895  STATE/COUNTY-  MI/ISABELLA
 DL4895  COUNTRY     -  US
 DL4895  USGS QUAD   -  COLEMAN (2017)
 DL4895
 DL4895                         *CURRENT SURVEY CONTROL
 DL4895  ______________________________________________________________________
 DL4895* NAD 83(1986) POSITION- 43 46 22.27   (N) 084 37 20.15   (W)   HD_HELD1
 DL4895* NAVD 88 ORTHO HEIGHT -   233.881 (meters)      767.32  (feet) ADJUSTED
 DL4895  ______________________________________________________________________
 DL4895  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 DL4895  DYNAMIC HEIGHT  -        233.837 (meters)      767.18  (feet) COMP
 DL4895  MODELED GRAVITY -    980,423.0   (mgal)                       NAVD 88
 DL4895
 DL4895  VERT ORDER      -  FIRST     CLASS II
 DL4895
 DL4895.The horizontal coordinates were determined by differentially corrected
 DL4895.hand held GPS observations or other comparable positioning techniques
 DL4895.and have an estimated accuracy of +/- 3 meters.
 DL4895
 DL4895.The orthometric height was determined by differential leveling and
 DL4895.adjusted by the NATIONAL GEODETIC SURVEY
 DL4895.in October 2009.
 DL4895
 DL4895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4895.GEOID18 height accuracy estimate available here.
 DL4895
 DL4895.Click photographs - Photos may exist for this station.
 DL4895
 DL4895.The dynamic height is computed by dividing the NAVD 88
 DL4895.geopotential number by the normal gravity value computed on the
 DL4895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4895.degrees latitude (g = 980.6199 gals.).
 DL4895
 DL4895.The modeled gravity was interpolated from observed gravity values.
 DL4895
 DL4895;                    North         East    Units  Estimated Accuracy
 DL4895;SPC MI S     -   252,507.9   3,979,420.9     MT  (+/- 3 meters HH1 GPS) 
 DL4895
 DL4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9136149392(NAD 83)
 DL4895
 DL4895                          SUPERSEDED SURVEY CONTROL
 DL4895
 DL4895.No superseded survey control is available for this station.
 DL4895
 DL4895_MARKER: DD = SURVEY DISK
 DL4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4895_STAMPING: 37612 2008
 DL4895_MARK LOGO: MIDT
 DL4895_PROJECTION: FLUSH
 DL4895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4895+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2016
 DL4895
 DL4895  HISTORY     - Date     Condition        Report By
 DL4895  HISTORY     - 20080507 MONUMENTED       COLEM
 DL4895  HISTORY     - 20160324 GOOD             SPICE
 DL4895
 DL4895                          STATION DESCRIPTION
 DL4895
 DL4895'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4895'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-NORTHWEST OF
 DL4895'ALAMANDO, 2.6 MI (4.2 KM) EAST-SOUTHEAST OF LOOMIS AND 2.1 MI (3.4 KM)
 DL4895'WEST-NORTHWEST OF COLEMAN.
 DL4895'
 DL4895'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH LOOMIS
 DL4895'ROAD, LOCATED APPROXIMATELY 5.3 MI (8.5 KM) EAST-SOUTHEAST OF THE CITY
 DL4895'OF CLARE, MI, GO SOUTH ON LOOMIS ROAD FOR 0.4 MI (0.6 KM) TO PERE
 DL4895'MARQUETTE ROAD, TURN LEFT AND GO SOUTHEAST ON PERE MARQUETTE ROAD FOR
 DL4895'2.4 MI (3.9 KM) TO CHIPPEWA ROAD, CONTINUE SOUTHEAST ON PERE MARQUETTE
 DL4895'ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DL4895'
 DL4895'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4895'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4895'CONCRETE POST, SET TO A DEPTH OF 6.5 FT (2.0 M),
 DL4895'
 DL4895'THE STATION IS 75 FT (22.9 M) NORTHEAST OF EDGE OF PAVEMENT OF PERE
 DL4895'MARQUETTE RAIL-TRAIL, 35 FT (10.7 M) SOUTHWEST OF EDGE OF PAVEMENT OF
 DL4895'PERE MARQUETTE ROAD, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL4895'WITNESS POST.
 DL4895
 DL4895                          STATION RECOVERY (2016)
 DL4895
 DL4895'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0352 ***********************************************************************
 NE0352  DESIGNATION -  38 1/2
 NE0352  PID         -  NE0352
 NE0352  STATE/COUNTY-  MI/OAKLAND
 NE0352  COUNTRY     -  US
 NE0352  USGS QUAD   -  CLARKSTON (2017)
 NE0352
 NE0352                         *CURRENT SURVEY CONTROL
 NE0352  ______________________________________________________________________
 NE0352* NAD 83(1986) POSITION- 42 43 45.     (N) 083 29 41.     (W)   SCALED
 NE0352* NAVD 88 ORTHO HEIGHT -   311.050 (meters)     1020.50  (feet) ADJUSTED
 NE0352  ______________________________________________________________________
 NE0352  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 NE0352  DYNAMIC HEIGHT  -        310.957 (meters)     1020.20  (feet) COMP
 NE0352  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 NE0352
 NE0352  VERT ORDER      -  SECOND    CLASS 0
 NE0352
 NE0352.The horizontal coordinates were scaled from a map and have
 NE0352.an estimated accuracy of +/- 6 seconds.
 NE0352
 NE0352.The orthometric height was determined by differential leveling and
 NE0352.adjusted by the NATIONAL GEODETIC SURVEY
 NE0352.in June 1991.
 NE0352
 NE0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0352.GEOID18 height accuracy estimate available here.
 NE0352
 NE0352.Click photographs - Photos may exist for this station.
 NE0352
 NE0352.The dynamic height is computed by dividing the NAVD 88
 NE0352.geopotential number by the normal gravity value computed on the
 NE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0352.degrees latitude (g = 980.6199 gals.).
 NE0352
 NE0352.The modeled gravity was interpolated from observed gravity values.
 NE0352
 NE0352;                    North         East    Units  Estimated Accuracy
 NE0352;SPC MI S     -   136,900.    4,071,400.      MT  (+/- 180 meters Scaled)
 NE0352
 NE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH957337(NAD 83)
 NE0352
 NE0352                          SUPERSEDED SURVEY CONTROL
 NE0352
 NE0352  NGVD 29 (??/??/92)  311.134  (m)         1020.78   (f) ADJ UNCH    2 0
 NE0352
 NE0352.Superseded values are not recommended for survey control.
 NE0352
 NE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0352.See file dsdata.pdf to determine how the superseded data were derived.
 NE0352
 NE0352_MARKER: B = BOLT
 NE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0352_STAMPING: 38-1/2
 NE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0352+STABILITY: SURFACE MOTION
 NE0352
 NE0352  HISTORY     - Date     Condition        Report By
 NE0352  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0352  HISTORY     - 1934     GOOD             CGS
 NE0352  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE0352
 NE0352                          STATION DESCRIPTION
 NE0352
 NE0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0352'AT ANDERSONVILLE.
 NE0352'AT ANDERSONVILLE, OAKLAND COUNTY, ON THE GRAND TRUNK WESTERN
 NE0352'RAILWAY, 0.5 MILE SOUTHEAST OF MILEPOST D 39, 0.3 MILE NORTHWEST
 NE0352'OF A ROAD CROSSING, 50 YARDS EAST OF THE EAST CORNER OF A SECTION,
 NE0352'15 YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 NE0352'AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT, STAMPED 38-1/2
 NE0352'AND SET IN THE TOP OF A CONCRETE POST.
 NE0352
 NE0352                          STATION RECOVERY (2006)
 NE0352
 NE0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0310 ***********************************************************************
 OK0310  DESIGNATION -  38 1/2
 OK0310  PID         -  OK0310
 OK0310  STATE/COUNTY-  MI/MONTCALM
 OK0310  COUNTRY     -  US
 OK0310  USGS QUAD   -  GREENVILLE EAST (2017)
 OK0310
 OK0310                         *CURRENT SURVEY CONTROL
 OK0310  ______________________________________________________________________
 OK0310* NAD 83(1986) POSITION- 43 11 07.     (N) 085 13 03.     (W)   SCALED
 OK0310* NAVD 88 ORTHO HEIGHT -   264.969 (meters)      869.32  (feet) ADJUSTED
 OK0310  ______________________________________________________________________
 OK0310  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 OK0310  DYNAMIC HEIGHT  -        264.912 (meters)      869.13  (feet) COMP
 OK0310  MODELED GRAVITY -    980,397.6   (mgal)                       NAVD 88
 OK0310
 OK0310  VERT ORDER      -  SECOND    CLASS 0
 OK0310
 OK0310.The horizontal coordinates were scaled from a map and have
 OK0310.an estimated accuracy of +/- 6 seconds.
 OK0310
 OK0310.The orthometric height was determined by differential leveling and
 OK0310.adjusted by the NATIONAL GEODETIC SURVEY
 OK0310.in June 1991.
 OK0310
 OK0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0310.GEOID18 height accuracy estimate available here.
 OK0310
 OK0310.Click photographs - Photos may exist for this station.
 OK0310
 OK0310.The dynamic height is computed by dividing the NAVD 88
 OK0310.geopotential number by the normal gravity value computed on the
 OK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0310.degrees latitude (g = 980.6199 gals.).
 OK0310
 OK0310.The modeled gravity was interpolated from observed gravity values.
 OK0310
 OK0310;                    North         East    Units  Estimated Accuracy
 OK0310;SPC MI S     -   187,550.    3,930,840.      MT  (+/- 180 meters Scaled)
 OK0310
 OK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN448829(NAD 83)
 OK0310
 OK0310                          SUPERSEDED SURVEY CONTROL
 OK0310
 OK0310  NGVD 29 (??/??/92)  265.101  (m)          869.75   (f) ADJ UNCH    2 0
 OK0310
 OK0310.Superseded values are not recommended for survey control.
 OK0310
 OK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0310.See file dsdata.pdf to determine how the superseded data were derived.
 OK0310
 OK0310_MARKER: Z = SEE DESCRIPTION
 OK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0310_STAMPING: 38-1/2
 OK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0310+STABILITY: SURFACE MOTION
 OK0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0310+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 OK0310
 OK0310  HISTORY     - Date     Condition        Report By
 OK0310  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0310  HISTORY     - 1934     GOOD             CGS
 OK0310  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0310  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0310  HISTORY     - 20011205 GOOD             NGS
 OK0310  HISTORY     - 20060316 GOOD             INDIV
 OK0310
 OK0310                          STATION DESCRIPTION
 OK0310
 OK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0310'2 MI E FROM GREENVILLE.
 OK0310'1.8 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0310'AT GREENVILLE, 42 FEET NORTH OF THE NORTH RAIL, 4 FEET HIGHER
 OK0310'THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 38-1/2 AND SET IN
 OK0310'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0310'GROUND.
 OK0310
 OK0310                          STATION RECOVERY (1969)
 OK0310
 OK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0310'MARK NOT FOUND.
 OK0310
 OK0310                          STATION RECOVERY (1999)
 OK0310
 OK0310'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0310'THE SURVEY CREW COULD NOT FIND THIS MARK IN JANUARY OF 1999.  DUE TO
 OK0310'HEAVY CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0310'DESTROYED.
 OK0310
 OK0310                          STATION RECOVERY (2001)
 OK0310
 OK0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0310
 OK0310                          STATION RECOVERY (2006)
 OK0310
 OK0310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PN)
 OK0310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8067 ***********************************************************************
 AA8067  CBN         -  This is a Cooperative Base Network Control Station.
 AA8067  DESIGNATION -  38 GAF
 AA8067  PID         -  AA8067
 AA8067  STATE/COUNTY-  MI/OSCEOLA
 AA8067  COUNTRY     -  US
 AA8067  USGS QUAD   -  MARION (2017)
 AA8067
 AA8067                         *CURRENT SURVEY CONTROL
 AA8067  ______________________________________________________________________
 AA8067* NAD 83(2011) POSITION- 44 07 04.89122(N) 085 08 50.34311(W)   ADJUSTED
 AA8067* NAD 83(2011) ELLIP HT-   318.679 (meters)        (06/27/12)   ADJUSTED
 AA8067* NAD 83(2011) EPOCH   -  2010.00
 AA8067* NAVD 88 ORTHO HEIGHT -   351.7   (meters)     1154.    (feet) GPS OBS
 AA8067  ______________________________________________________________________
 AA8067  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8067  GEOID HEIGHT    -        -32.678 (meters)                     GEOID93
 AA8067  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 AA8067  NAD 83(2011) X  -    387,997.918 (meters)                     COMP
 AA8067  NAD 83(2011) Y  - -4,570,144.915 (meters)                     COMP
 AA8067  NAD 83(2011) Z  -  4,417,737.631 (meters)                     COMP
 AA8067  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 AA8067
 AA8067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8067  Standards:
 AA8067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8067  -------------------------------------------------------------------
 AA8067  NETWORK    1.13   3.18           0.53   0.35   1.62     -0.10200766
 AA8067  -------------------------------------------------------------------
 AA8067  Click here for local accuracies and other accuracy information.
 AA8067
 AA8067.The horizontal coordinates were established by GPS observations
 AA8067.and adjusted by the National Geodetic Survey in June 2012.
 AA8067
 AA8067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8067.been affixed to the stable North American tectonic plate. See 
 AA8067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8067
 AA8067.The horizontal coordinates are valid at the epoch date displayed above
 AA8067.which is a decimal equivalence of Year/Month/Day.
 AA8067
 AA8067.The orthometric height was determined by GPS observations and a
 AA8067.high-resolution geoid model.
 AA8067
 AA8067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8067.GEOID18 height accuracy estimate available here.
 AA8067
 AA8067.Click photographs - Photos may exist for this station.
 AA8067
 AA8067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8067
 AA8067.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8067
 AA8067.The ellipsoidal height was determined by GPS observations
 AA8067.and is referenced to NAD 83.
 AA8067
 AA8067. The following values were computed from the NAD 83(2011) position.
 AA8067
 AA8067;                    North         East     Units Scale Factor Converg.
 AA8067;SPC MI C     -    89,350.169 5,937,511.209   MT  1.00001561   -0 33 05.2
 AA8067;SPC MI C     -   293,143.60 19,480,023.65   iFT  1.00001561   -0 33 05.2
 AA8067;UTM  16      - 4,886,650.561   648,243.239   MT  0.99987028   +1 17 23.8
 AA8067
 AA8067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8067!SPC MI C     -   0.99995003  x   1.00001561  =   0.99996564
 AA8067!UTM  16      -   0.99995003  x   0.99987028  =   0.99982032
 AA8067
 AA8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP4824386650(NAD 83)
 AA8067
 AA8067                          SUPERSEDED SURVEY CONTROL
 AA8067
 AA8067  NAD 83(2007)-  44 07 04.89145(N)    085 08 50.34397(W) AD(2002.00) 0
 AA8067  ELLIP H (02/10/07)  318.695  (m)                       GP(2002.00)    
 AA8067  ELLIP H (07/12/02)  318.692  (m)                       GP(       ) 4 2
 AA8067  NAD 83(1994)-  44 07 04.89151(N)    085 08 50.34388(W) AD(       ) B
 AA8067  ELLIP H (09/20/95)  318.723  (m)                       GP(       ) 1 2
 AA8067
 AA8067.Superseded values are not recommended for survey control.
 AA8067
 AA8067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8067.See file dsdata.pdf to determine how the superseded data were derived.
 AA8067
 AA8067_MARKER: DB = BENCH MARK DISK
 AA8067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8067_STAMPING: 38 GAF 1154 1954
 AA8067_MARK LOGO: USGS
 AA8067_PROJECTION: PROJECTING 30 CENTIMETERS
 AA8067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8067+STABILITY: SURFACE MOTION
 AA8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8067+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2022
 AA8067
 AA8067  HISTORY     - Date     Condition        Report By
 AA8067  HISTORY     - 1954     MONUMENTED       USGS
 AA8067  HISTORY     - 19940805 GOOD             NGS
 AA8067  HISTORY     - 20010927 GOOD             USPSQD
 AA8067  HISTORY     - 20200819 GOOD             MIDT
 AA8067  HISTORY     - 20220407 GOOD             GEODES
 AA8067
 AA8067                          STATION DESCRIPTION
 AA8067
 AA8067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8067'STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTH OF CADILLAC, 2 KM
 AA8067'(1.25 MI) NORTH OF THE VILLAGE OF MARION, ALONG STATE HIGHWAY 66, ON
 AA8067'THE RIGHT-OF-WAY, AT THE DRIVEWAY LEADING TO THE FLEMMING FARM AND
 AA8067'HOUSE, IN A MOWED AREA, IN SECTION 15, T 20 N, R 7 W, MARION TOWNSHIP,
 AA8067'ON THE MARION QUADRANGLE MAP.  OWNERSHIP--STATE DEPARTMENT OF
 AA8067'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 AA8067'MAIN STREET AT THE BLINKER LIGHT IN MARION, GO NORTH ON HIGHWAY 66 FOR
 AA8067'1.59 KM (1.00 MI) TO A GRADED ROAD LEFT, TWENTY-ONE MILE ROAD.
 AA8067'CONTINUE AHEAD FOR 0.13 KM (0.10 MI) TO THE STATION ON THE RIGHT, JUST
 AA8067'PASS A GRAVEL DRIVEWAY RIGHT.  STATION PROJECTS 15 CM ABOVE GROUND.
 AA8067'IT IS 29.8 M (97.8 FT) NORTH OF THE CENTER OF THE FLEMMING DRIVEWAY,
 AA8067'18.9 M (62.0 FT) EAST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER,
 AA8067'0.3 M (1.0 FT) WEST OF A PASTURE FENCE, 0.3 M (1.0 FT) SOUTH OF A
 AA8067'METAL WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF TELEPHONE PEDESTAL 62
 AA8067'15 AND A SAWED-OFF UTILITY POLE.
 AA8067
 AA8067                          STATION RECOVERY (2001)
 AA8067
 AA8067'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8067'RECOVERED IN GOOD CONDITION.
 AA8067
 AA8067                          STATION RECOVERY (2020)
 AA8067
 AA8067'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 AA8067'RECOVERED IN GOOD CONDITION.
 AA8067
 AA8067                          STATION RECOVERY (2022)
 AA8067
 AA8067'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2022 (GB)
 AA8067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1729 ***********************************************************************
 NF1729  DESIGNATION -  38104
 NF1729  PID         -  NF1729
 NF1729  STATE/COUNTY-  MI/JACKSON
 NF1729  COUNTRY     -  US
 NF1729  USGS QUAD   -  GILLETTS LAKE (2017)
 NF1729
 NF1729                         *CURRENT SURVEY CONTROL
 NF1729  ______________________________________________________________________
 NF1729* NAD 83(2011) POSITION- 42 16 49.75600(N) 084 18 18.68622(W)   ADJUSTED
 NF1729* NAD 83(2011) ELLIP HT-   261.859 (meters)        (06/27/12)   ADJUSTED
 NF1729* NAD 83(2011) EPOCH   -  2010.00
 NF1729* NAVD 88 ORTHO HEIGHT -   296.2   (meters)      972.    (feet) GPS OBS
 NF1729  ______________________________________________________________________
 NF1729  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1729  GEOID HEIGHT    -        -34.220 (meters)                     GEOID90
 NF1729  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 NF1729  NAD 83(2011) X  -    468,987.790 (meters)                     COMP
 NF1729  NAD 83(2011) Y  - -4,702,962.746 (meters)                     COMP
 NF1729  NAD 83(2011) Z  -  4,268,881.905 (meters)                     COMP
 NF1729  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 NF1729  OBS GRAVITY     -    980,262.1   (mgal)                       GRAV_OBS
 NF1729
 NF1729
 NF1729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1729  Standards:
 NF1729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1729  -------------------------------------------------------------------
 NF1729  NETWORK    9.66  19.40           2.93   4.57   9.90      0.15017459
 NF1729  -------------------------------------------------------------------
 NF1729  Click here for local accuracies and other accuracy information.
 NF1729
 NF1729.The horizontal coordinates were established by GPS observations
 NF1729.and adjusted by the National Geodetic Survey in June 2012.
 NF1729
 NF1729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1729.been affixed to the stable North American tectonic plate. See 
 NF1729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1729
 NF1729.The horizontal coordinates are valid at the epoch date displayed above
 NF1729.which is a decimal equivalence of Year/Month/Day.
 NF1729
 NF1729.The orthometric height was determined by GPS observations and a
 NF1729.high-resolution geoid model.
 NF1729
 NF1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1729.GEOID18 height accuracy estimate available here.
 NF1729
 NF1729.Click photographs - Photos may exist for this station.
 NF1729
 NF1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1729
 NF1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1729
 NF1729.The ellipsoidal height was determined by GPS observations
 NF1729.and is referenced to NAD 83.
 NF1729
 NF1729.The observed gravity was obtained from relative gravimeter ties
 NF1729.to the IGSN71 gravity network.
 NF1729
 NF1729. The following values were computed from the NAD 83(2011) position.
 NF1729
 NF1729;                    North         East     Units Scale Factor Converg.
 NF1729;SPC MI S     -    86,697.064 4,005,070.716   MT  0.99996215   +0 02 30.6
 NF1729;SPC MI S     -   284,439.19 13,139,995.79   iFT  0.99996215   +0 02 30.6
 NF1729;UTM  16      - 4,684,436.080   722,202.833   MT  1.00020754   +1 48 49.3
 NF1729
 NF1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1729!SPC MI S     -   0.99995893  x   0.99996215  =   0.99992108
 NF1729!UTM  16      -   0.99995893  x   1.00020754  =   1.00016646
 NF1729
 NF1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2220284436(NAD 83)
 NF1729
 NF1729                          SUPERSEDED SURVEY CONTROL
 NF1729
 NF1729  NAD 83(2007)-  42 16 49.75781(N)    084 18 18.68710(W) AD(2002.00) 0
 NF1729  ELLIP H (02/10/07)  261.869  (m)                       GP(2002.00)    
 NF1729  ELLIP H (07/17/02)  262.032  (m)                       GP(       ) 4 1
 NF1729  NAD 83(1994)-  42 16 49.75441(N)    084 18 18.68861(W) AD(       ) 1
 NF1729  ELLIP H (02/03/97)  262.030  (m)                       GP(       ) 4 1
 NF1729  NAD 83(1986)-  42 16 49.75615(N)    084 18 18.70955(W) AD(       ) 1
 NF1729
 NF1729.Superseded values are not recommended for survey control.
 NF1729
 NF1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1729.See file dsdata.pdf to determine how the superseded data were derived.
 NF1729
 NF1729_MARKER: DD = SURVEY DISK
 NF1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1729_STAMPING: 38104 1981
 NF1729_MARK LOGO: MIDH
 NF1729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1729+STABILITY: SURFACE MOTION
 NF1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1729+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 NF1729
 NF1729  HISTORY     - Date     Condition        Report By
 NF1729  HISTORY     - 1981     MONUMENTED       MIDH
 NF1729  HISTORY     - 19910214 GOOD
 NF1729  HISTORY     - 20051019 GOOD             ADVGEO
 NF1729  HISTORY     - 20071219 GOOD             ADVGEO
 NF1729  HISTORY     - 20100126 GOOD             ROWEIN
 NF1729  HISTORY     - 20210721 MARK NOT FOUND   MIDT
 NF1729
 NF1729                          STATION DESCRIPTION
 NF1729
 NF1729'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 NF1729'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHWEST 1/4 OF SECTION 22,
 NF1729'T-2-S, R-1-E, LEONI TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 4-3/4 MILE
 NF1729'NORTHEAST OF THE CENTER OF JACKSON ON THE INTERSTATE HIGHWAY 94
 NF1729'RIGHT-OF-WAY, AND ON THE GILLETTS LAKE QUADRANGLE MAP.
 NF1729'TO REACH THE STATION FROM THE INTERSTATE 94 AND SARGENT ROAD (EXIT
 NF1729'145) INTERCHANGE ON THE NORTH SIDE OF JACKSON, GO EAST ON I-94 FOR
 NF1729'0.2 MI (0.3 KM) TO STATION ON THE LEFT IN THE MEDIAN AS DESCRIBED.
 NF1729'STATION IS RECESSED 8 CM BELOW THE GROUND SURFACE.  IT IS 319.O FT
 NF1729'EAST OF THE WESTBOUND EXIT 145 SIGN, 127.5 FT (38.9 M) WEST OF A
 NF1729'PINE TREE IN MEDIAN, 75.8 FT (23.1 M) SOUTH OF WESTBOUND I-94
 NF1729'CENTERLINE, 72 FT (21.9 M) WEST OF EXIT 40 MPH SIGN, 8.0 FT
 NF1729'(2.4 M) WEST OF A SIGN WILDFLOWER PLANTING, AND 4.0 FT (1.2 M) WEST
 NF1729'OF A METAL WITNESS POST WITH SIGN.
 NF1729
 NF1729                          STATION RECOVERY (1991)
 NF1729
 NF1729'RECOVERED 1991
 NF1729'RECOVERED IN GOOD CONDITION.
 NF1729
 NF1729                          STATION RECOVERY (2005)
 NF1729
 NF1729'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1729'RECOVERED IN GOOD CONDITION.
 NF1729
 NF1729                          STATION RECOVERY (2007)
 NF1729
 NF1729'RECOVERY NOTE BY ADVANCED GEOMATICS 2007 (MAF)
 NF1729'RECOVERED IN GOOD CONDITION.
 NF1729
 NF1729                          STATION RECOVERY (2010)
 NF1729
 NF1729'RECOVERY NOTE BY ROWE INCORPORATED 2010 (MWR)
 NF1729'RECOVERED IN GOOD CONDITION.
 NF1729
 NF1729                          STATION RECOVERY (2021)
 NF1729
 NF1729'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 NF1729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1730 ***********************************************************************
 NF1730  DESIGNATION -  38105
 NF1730  PID         -  NF1730
 NF1730  STATE/COUNTY-  MI/JACKSON
 NF1730  COUNTRY     -  US
 NF1730  USGS QUAD   -  GRASS LAKE (2017)
 NF1730
 NF1730                         *CURRENT SURVEY CONTROL
 NF1730  ______________________________________________________________________
 NF1730* NAD 83(2011) POSITION- 42 17 40.08700(N) 084 09 20.02110(W)   ADJUSTED
 NF1730* NAD 83(2011) ELLIP HT-   271.550 (meters)        (06/27/12)   ADJUSTED
 NF1730* NAD 83(2011) EPOCH   -  2010.00
 NF1730* NAVD 88 ORTHO HEIGHT -   305.6   (meters)     1003.    (feet) GPS OBS
 NF1730  ______________________________________________________________________
 NF1730  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1730  GEOID HEIGHT    -        -34.100 (meters)                     GEOID90
 NF1730  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 NF1730  NAD 83(2011) X  -    481,162.392 (meters)                     COMP
 NF1730  NAD 83(2011) Y  - -4,700,689.537 (meters)                     COMP
 NF1730  NAD 83(2011) Z  -  4,270,037.331 (meters)                     COMP
 NF1730  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 NF1730  OBS GRAVITY     -    980,266.7   (mgal)                       GRAV_OBS
 NF1730
 NF1730
 NF1730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1730  Standards:
 NF1730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1730  -------------------------------------------------------------------
 NF1730  NETWORK    5.44   9.11           1.37   2.50   4.65      0.80562985
 NF1730  -------------------------------------------------------------------
 NF1730  Click here for local accuracies and other accuracy information.
 NF1730
 NF1730.The horizontal coordinates were established by GPS observations
 NF1730.and adjusted by the National Geodetic Survey in June 2012.
 NF1730
 NF1730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1730.been affixed to the stable North American tectonic plate. See 
 NF1730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1730
 NF1730.The horizontal coordinates are valid at the epoch date displayed above
 NF1730.which is a decimal equivalence of Year/Month/Day.
 NF1730
 NF1730.The orthometric height was determined by GPS observations and a
 NF1730.high-resolution geoid model.
 NF1730
 NF1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1730.GEOID18 height accuracy estimate available here.
 NF1730
 NF1730.Click photographs - Photos may exist for this station.
 NF1730
 NF1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1730
 NF1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1730
 NF1730.The ellipsoidal height was determined by GPS observations
 NF1730.and is referenced to NAD 83.
 NF1730
 NF1730.The observed gravity was obtained from relative gravimeter ties
 NF1730.to the IGSN71 gravity network.
 NF1730
 NF1730. The following values were computed from the NAD 83(2011) position.
 NF1730
 NF1730;                    North         East     Units Scale Factor Converg.
 NF1730;SPC MI S     -    88,269.952 4,017,408.641   MT  0.99995963   +0 08 37.2
 NF1730;SPC MI S     -   289,599.58 13,180,474.54   iFT  0.99995963   +0 08 37.2
 NF1730;UTM  16      - 4,686,390.196   734,489.684   MT  1.00027660   +1 54 54.0
 NF1730
 NF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1730!SPC MI S     -   0.99995741  x   0.99995963  =   0.99991704
 NF1730!UTM  16      -   0.99995741  x   1.00027660  =   1.00023400
 NF1730
 NF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3448986390(NAD 83)
 NF1730
 NF1730                          SUPERSEDED SURVEY CONTROL
 NF1730
 NF1730  NAD 83(2007)-  42 17 40.09094(N)    084 09 20.01631(W) AD(2002.00) 0
 NF1730  ELLIP H (02/10/07)  271.448  (m)                       GP(2002.00)    
 NF1730  ELLIP H (07/17/02)  271.662  (m)                       GP(       ) 4 1
 NF1730  NAD 83(1994)-  42 17 40.08604(N)    084 09 20.02034(W) AD(       ) 1
 NF1730  ELLIP H (02/03/97)  271.649  (m)                       GP(       ) 4 1
 NF1730  NAD 83(1986)-  42 17 40.08737(N)    084 09 20.04320(W) AD(       ) 1
 NF1730
 NF1730.Superseded values are not recommended for survey control.
 NF1730
 NF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1730.See file dsdata.pdf to determine how the superseded data were derived.
 NF1730
 NF1730_MARKER: DD = SURVEY DISK
 NF1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1730_STAMPING: 38105 1981
 NF1730_MARK LOGO: MIDH
 NF1730_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1730+STABILITY: SURFACE MOTION
 NF1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1730+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 NF1730
 NF1730  HISTORY     - Date     Condition        Report By
 NF1730  HISTORY     - 1981     MONUMENTED       MIDH
 NF1730  HISTORY     - 19910219 GOOD
 NF1730  HISTORY     - 20100126 MARK NOT FOUND   ROWEIN
 NF1730
 NF1730                          STATION DESCRIPTION
 NF1730
 NF1730'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 NF1730'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 14,
 NF1730'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 12
 NF1730'MILES NORTHEAST OF JACKSON, 4 MILES NORTHEAST OF GRASS LAKE, 4 MILES
 NF1730'SOUTH OF WATERLOO ON THE INTERSTATE HIGHWAY 94 RIGHT-OF-WAY AND ON
 NF1730'THE GRASS LAKE QUADRANGLE MAP.
 NF1730'TO REACH THE STATION FROM THE INTERSTATE 94 AND CLEAR LAKE ROAD (EXIT
 NF1730'153) INTERCHANGE, GO WEST ALONG I-94 FOR 0.5 MI (0.8 KM) TO A
 NF1730'AUTHORIZED VEHICLE ONLY MEDIAN CROSSOVER SIGN AND STATION IS IN THE
 NF1730'MEDIAN ABOUT 10 FEET EAST OF THE CROSSOVER AS DESCRIBED.
 NF1730'STATION IS RECESSED 9 CM BELOW THE GROUND SURFACE.  IT IS LOCATED 45.2
 NF1730'FT (13.8 M) EAST OF A AUTHORIZED VEHICLE ONLY SIGN, 28.9 FT
 NF1730'(8.8 M) NORTH OF THE CENTERLINE OF EASTBOUND I-94, 28.2 FT (8.6 M)
 NF1730'EAST OF THE CENTERLINE OF THE MEDIAN CROSSOVER, AND 4.0 FT (1.2 M)
 NF1730'WEST OF A METAL WITNESS POST WITH SIGN.
 NF1730
 NF1730                          STATION RECOVERY (1991)
 NF1730
 NF1730'RECOVERED 1991
 NF1730'RECOVERED IN GOOD CONDITION.
 NF1730
 NF1730                          STATION RECOVERY (2010)
 NF1730
 NF1730'RECOVERY NOTE BY ROWE INCORPORATED 2010 (MWR)
 NF1730'AUTHORIZED VEHICLE ONLY SIGN HAS BEEN MOVED TO WEST SIDE. METAL
 NF1730'WITNESS SIGN IS GONE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1731 ***********************************************************************
 NF1731  DESIGNATION -  38201
 NF1731  PID         -  NF1731
 NF1731  STATE/COUNTY-  MI/JACKSON
 NF1731  COUNTRY     -  US
 NF1731  USGS QUAD   -  GILLETTS LAKE (2017)
 NF1731
 NF1731                         *CURRENT SURVEY CONTROL
 NF1731  ______________________________________________________________________
 NF1731* NAD 83(2011) POSITION- 42 16 36.94833(N) 084 18 59.67904(W)   ADJUSTED
 NF1731* NAD 83(2011) ELLIP HT-   268.021 (meters)        (06/27/12)   ADJUSTED
 NF1731* NAD 83(2011) EPOCH   -  2010.00
 NF1731* NAVD 88 ORTHO HEIGHT -   302.3   (meters)      992.    (feet) GPS OBS
 NF1731  ______________________________________________________________________
 NF1731  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1731  GEOID HEIGHT    -        -34.230 (meters)                     GEOID90
 NF1731  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 NF1731  NAD 83(2011) X  -    468,079.900 (meters)                     COMP
 NF1731  NAD 83(2011) Y  - -4,703,324.954 (meters)                     COMP
 NF1731  NAD 83(2011) Z  -  4,268,593.649 (meters)                     COMP
 NF1731  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 NF1731
 NF1731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1731  Standards:
 NF1731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1731  -------------------------------------------------------------------
 NF1731  NETWORK    8.32  15.90           2.45   3.92   8.11      0.30874076
 NF1731  -------------------------------------------------------------------
 NF1731  Click here for local accuracies and other accuracy information.
 NF1731
 NF1731.The horizontal coordinates were established by GPS observations
 NF1731.and adjusted by the National Geodetic Survey in June 2012.
 NF1731
 NF1731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1731.been affixed to the stable North American tectonic plate. See 
 NF1731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1731
 NF1731.The horizontal coordinates are valid at the epoch date displayed above
 NF1731.which is a decimal equivalence of Year/Month/Day.
 NF1731
 NF1731.The orthometric height was determined by GPS observations and a
 NF1731.high-resolution geoid model.
 NF1731
 NF1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1731.GEOID18 height accuracy estimate available here.
 NF1731
 NF1731.Click photographs - Photos may exist for this station.
 NF1731
 NF1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1731
 NF1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1731
 NF1731.The ellipsoidal height was determined by GPS observations
 NF1731.and is referenced to NAD 83.
 NF1731
 NF1731. The following values were computed from the NAD 83(2011) position.
 NF1731
 NF1731;                    North         East     Units Scale Factor Converg.
 NF1731;SPC MI S     -    86,301.273 4,004,131.729   MT  0.99996281   +0 02 02.7
 NF1731;SPC MI S     -   283,140.66 13,136,915.12   iFT  0.99996281   +0 02 02.7
 NF1731;UTM  16      - 4,684,011.343   721,276.307   MT  1.00020249   +1 48 21.3
 NF1731
 NF1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1731!SPC MI S     -   0.99995797  x   0.99996281  =   0.99992078
 NF1731!UTM  16      -   0.99995797  x   1.00020249  =   1.00016045
 NF1731
 NF1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2127684011(NAD 83)
 NF1731
 NF1731                          SUPERSEDED SURVEY CONTROL
 NF1731
 NF1731  NAD 83(2007)-  42 16 36.95013(N)    084 18 59.67993(W) AD(2002.00) 0
 NF1731  ELLIP H (02/10/07)  268.030  (m)                       GP(2002.00)    
 NF1731  ELLIP H (07/17/02)  268.175  (m)                       GP(       ) 4 1
 NF1731  NAD 83(1994)-  42 16 36.94681(N)    084 18 59.68111(W) AD(       ) 1
 NF1731  ELLIP H (02/03/97)  268.182  (m)                       GP(       ) 4 1
 NF1731  NAD 83(1986)-  42 16 36.94802(N)    084 18 59.70070(W) AD(       ) 1
 NF1731
 NF1731.Superseded values are not recommended for survey control.
 NF1731
 NF1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1731.See file dsdata.pdf to determine how the superseded data were derived.
 NF1731
 NF1731_MARKER: DD = SURVEY DISK
 NF1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1731_STAMPING: 38201 1991
 NF1731_MARK LOGO: MIDH
 NF1731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1731+STABILITY: SURFACE MOTION
 NF1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1731+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 NF1731
 NF1731  HISTORY     - Date     Condition        Report By
 NF1731  HISTORY     - 1991     MONUMENTED       MIDH
 NF1731  HISTORY     - 20040418 GOOD             JCLS
 NF1731  HISTORY     - 20040419 GOOD             JCLS
 NF1731  HISTORY     - 20051019 GOOD             ADVGEO
 NF1731  HISTORY     - 20071212 GOOD             ADVGEO
 NF1731  HISTORY     - 20100126 GOOD             ROWEIN
 NF1731
 NF1731                          STATION DESCRIPTION
 NF1731
 NF1731'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1731'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 21,
 NF1731'T-2-S, R-1-E, LEONI TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 4-1/2 MILE
 NF1731'NORTHEAST OF THE CENTER OF JACKSON ON THE INTERSTATE HIGHWAY 94
 NF1731'RIGHT-OF-WAY AND ON THE GILLETTS LAKE QUADRANGLE MAP.
 NF1731'TO REACH THE STATION FROM THE INTERSTATE 94 AND SARGENT ROAD
 NF1731'INTERCHANGE ON THE NORTHEAST SIDE JACKSON, GO WEST ON I-94 FOR 0.2 MI
 NF1731'(0.3 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1731'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 166.8 FT
 NF1731'(50.8 M) NORTHEAST OF A OVERHEAD SIGN EXIT 45 SARGENT ROAD ONLY,
 NF1731'72.0 FT (21.9 M) SOUTH OF THE CENTERLINE OF EASTBOUND I-94, 51.5 FT
 NF1731'(15.7 M) NORTHEAST OF A MAPLE TREE, 33.0 FT (10.1 M) NORTH OF THE
 NF1731'RIGHT-OF-WAY FENCE, AND 33.0 FT (10.1 M) NORTH OF A METAL WITNESS
 NF1731'POST WITH SIGN.
 NF1731
 NF1731                          STATION RECOVERY (2004)
 NF1731
 NF1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NF1731'RECOVERED IN GOOD CONDITION.
 NF1731
 NF1731                          STATION RECOVERY (2004)
 NF1731
 NF1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NF1731'RECOVERED IN GOOD CONDITION.
 NF1731
 NF1731                          STATION RECOVERY (2005)
 NF1731
 NF1731'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1731'STATION IS 2.0 FT NORTH OF A METAL WITNESS POST WITH SIGN AND 32.5 FT
 NF1731'SOUTH OF THE S'LY EDGE OF BIT OF EB I-94.  STATION IS NORTH OF THE
 NF1731''ROBERTS ARENA' LOCATED ON ANN ARBOR ROAD.
 NF1731
 NF1731                          STATION RECOVERY (2007)
 NF1731
 NF1731'RECOVERY NOTE BY ADVANCED GEOMATICS 2007 (MAF)
 NF1731'RECOVERED IN GOOD CONDITION.
 NF1731
 NF1731                          STATION RECOVERY (2010)
 NF1731
 NF1731'RECOVERY NOTE BY ROWE INCORPORATED 2010 (MWR)
 NF1731'OVERHEAD SIGN HAS BEEN MOVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1732 ***********************************************************************
 NF1732  DESIGNATION -  38202
 NF1732  PID         -  NF1732
 NF1732  STATE/COUNTY-  MI/JACKSON
 NF1732  COUNTRY     -  US
 NF1732  USGS QUAD   -  GRASS LAKE (2017)
 NF1732
 NF1732                         *CURRENT SURVEY CONTROL
 NF1732  ______________________________________________________________________
 NF1732* NAD 83(2011) POSITION- 42 17 31.21211(N) 084 12 15.57061(W)   ADJUSTED
 NF1732* NAD 83(2011) ELLIP HT-   275.632 (meters)        (06/27/12)   ADJUSTED
 NF1732* NAD 83(2011) EPOCH   -  2010.00
 NF1732* NAVD 88 ORTHO HEIGHT -   309.8   (meters)     1016.    (feet) GPS OBS
 NF1732  ______________________________________________________________________
 NF1732  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1732  GEOID HEIGHT    -        -34.150 (meters)                     GEOID90
 NF1732  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 NF1732  NAD 83(2011) X  -    477,180.431 (meters)                     COMP
 NF1732  NAD 83(2011) Y  - -4,701,283.688 (meters)                     COMP
 NF1732  NAD 83(2011) Z  -  4,269,837.508 (meters)                     COMP
 NF1732  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 NF1732
 NF1732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1732  Standards:
 NF1732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1732  -------------------------------------------------------------------
 NF1732  NETWORK   10.63  24.52           3.37   4.87  12.51      0.37333620
 NF1732  -------------------------------------------------------------------
 NF1732  Click here for local accuracies and other accuracy information.
 NF1732
 NF1732.The horizontal coordinates were established by GPS observations
 NF1732.and adjusted by the National Geodetic Survey in June 2012.
 NF1732
 NF1732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1732.been affixed to the stable North American tectonic plate. See 
 NF1732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1732
 NF1732.The horizontal coordinates are valid at the epoch date displayed above
 NF1732.which is a decimal equivalence of Year/Month/Day.
 NF1732
 NF1732.The orthometric height was determined by GPS observations and a
 NF1732.high-resolution geoid model.
 NF1732
 NF1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1732.GEOID18 height accuracy estimate available here.
 NF1732
 NF1732.Click photographs - Photos may exist for this station.
 NF1732
 NF1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1732
 NF1732.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1732
 NF1732.The ellipsoidal height was determined by GPS observations
 NF1732.and is referenced to NAD 83.
 NF1732
 NF1732. The following values were computed from the NAD 83(2011) position.
 NF1732
 NF1732;                    North         East     Units Scale Factor Converg.
 NF1732;SPC MI S     -    87,987.208 4,013,387.907   MT  0.99996007   +0 06 37.7
 NF1732;SPC MI S     -   288,671.94 13,167,283.16   iFT  0.99996007   +0 06 37.7
 NF1732;UTM  16      - 4,685,983.170   730,478.388   MT  1.00025364   +1 52 55.4
 NF1732
 NF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1732!SPC MI S     -   0.99995677  x   0.99996007  =   0.99991684
 NF1732!UTM  16      -   0.99995677  x   1.00025364  =   1.00021040
 NF1732
 NF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3047885983(NAD 83)
 NF1732
 NF1732                          SUPERSEDED SURVEY CONTROL
 NF1732
 NF1732  NAD 83(2007)-  42 17 31.21399(N)    084 12 15.57144(W) AD(2002.00) 0
 NF1732  ELLIP H (02/10/07)  275.639  (m)                       GP(2002.00)    
 NF1732  ELLIP H (07/17/02)  275.751  (m)                       GP(       ) 4 1
 NF1732  NAD 83(1994)-  42 17 31.21105(N)    084 12 15.57420(W) AD(       ) 1
 NF1732  ELLIP H (02/03/97)  275.761  (m)                       GP(       ) 4 1
 NF1732  NAD 83(1986)-  42 17 31.21210(N)    084 12 15.59409(W) AD(       ) 1
 NF1732
 NF1732.Superseded values are not recommended for survey control.
 NF1732
 NF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1732.See file dsdata.pdf to determine how the superseded data were derived.
 NF1732
 NF1732_MARKER: DD = SURVEY DISK
 NF1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1732_STAMPING: 38202 1991
 NF1732_MARK LOGO: MIDH
 NF1732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1732+STABILITY: SURFACE MOTION
 NF1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1732+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 NF1732
 NF1732  HISTORY     - Date     Condition        Report By
 NF1732  HISTORY     - 1991     MONUMENTED       MIDH
 NF1732  HISTORY     - 19920624 GOOD             LOCENG
 NF1732  HISTORY     - 20100126 GOOD             ROWEIN
 NF1732
 NF1732                          STATION DESCRIPTION
 NF1732
 NF1732'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1732'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 21,
 NF1732'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 9
 NF1732'MILES NORTHEAST OF JACKSON, 5-12 MILES SOUTHWEST OF WATERLOO, 2-3/4
 NF1732'MILES NORTH OF GRASS LAKE AND ON THE INTERSTATE HIGHWAY 94
 NF1732'RIGHT-OF-WAY AND ON THE GRASS LAKE QUADRANGLE MAP.
 NF1732'THE STATION IS AT THE INTERSTATE 94 AND MT. HOPE ROAD (EXIT 150) TO
 NF1732'GRASS LAKE, ON THE EAST SIDE OF MT .HOPE ROAD, OPPOSITE THE WESTBOUND
 NF1732'I-94 ENTRANCE RAMP AS DESCRIBED.
 NF1732'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 54.0 FT
 NF1732'(16.5 M) SOUTHWEST OF A CEDAR TREE, 53.0 FT (16.2 M) NORTHWEST OF A
 NF1732'RED PINE TRE, 22.0 FT (6.7 M) EAST OF THE CENTERLINE OF MT. HOPE
 NF1732'ROAD, 20.0 FT (6.1 M) NORTH OF A SIGN I-94 WEST JACKSON, 2.0 FT
 NF1732'(0.6 M) EAST OF THE GUARDRAIL, 2.0 FT (0.6 M) WEST OF A METAL WITNESS
 NF1732'POST WITH SIGN.
 NF1732
 NF1732                          STATION RECOVERY (1992)
 NF1732
 NF1732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1732'RECOVERED IN GOOD CONDITION.
 NF1732
 NF1732                          STATION RECOVERY (2010)
 NF1732
 NF1732'RECOVERY NOTE BY ROWE INCORPORATED 2010 (MWR)
 NF1732'METAL WITNESS POST IS 2.0 FT NORTH OF MARK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1733 ***********************************************************************
 NF1733  DESIGNATION -  38203
 NF1733  PID         -  NF1733
 NF1733  STATE/COUNTY-  MI/JACKSON
 NF1733  COUNTRY     -  US
 NF1733  USGS QUAD   -  GRASS LAKE (2017)
 NF1733
 NF1733                         *CURRENT SURVEY CONTROL
 NF1733  ______________________________________________________________________
 NF1733* NAD 83(2011) POSITION- 42 17 47.88298(N) 084 08 54.04326(W)   ADJUSTED
 NF1733* NAD 83(2011) ELLIP HT-   267.245 (meters)        (06/27/12)   ADJUSTED
 NF1733* NAD 83(2011) EPOCH   -  2010.00
 NF1733* NAVD 88 ORTHO HEIGHT -   301.3   (meters)      989.    (feet) GPS OBS
 NF1733  ______________________________________________________________________
 NF1733  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1733  GEOID HEIGHT    -        -34.080 (meters)                     GEOID90
 NF1733  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 NF1733  NAD 83(2011) X  -    481,737.583 (meters)                     COMP
 NF1733  NAD 83(2011) Y  - -4,700,464.692 (meters)                     COMP
 NF1733  NAD 83(2011) Z  -  4,270,212.370 (meters)                     COMP
 NF1733  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 NF1733
 NF1733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1733  Standards:
 NF1733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1733  -------------------------------------------------------------------
 NF1733  NETWORK   13.86  27.15           3.46   6.45  13.85      0.72840314
 NF1733  -------------------------------------------------------------------
 NF1733  Click here for local accuracies and other accuracy information.
 NF1733
 NF1733.The horizontal coordinates were established by GPS observations
 NF1733.and adjusted by the National Geodetic Survey in June 2012.
 NF1733
 NF1733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1733.been affixed to the stable North American tectonic plate. See 
 NF1733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1733
 NF1733.The horizontal coordinates are valid at the epoch date displayed above
 NF1733.which is a decimal equivalence of Year/Month/Day.
 NF1733
 NF1733.The orthometric height was determined by GPS observations and a
 NF1733.high-resolution geoid model.
 NF1733
 NF1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1733.GEOID18 height accuracy estimate available here.
 NF1733
 NF1733.Click photographs - Photos may exist for this station.
 NF1733
 NF1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1733
 NF1733.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1733
 NF1733.The ellipsoidal height was determined by GPS observations
 NF1733.and is referenced to NAD 83.
 NF1733
 NF1733. The following values were computed from the NAD 83(2011) position.
 NF1733
 NF1733;                    North         East     Units Scale Factor Converg.
 NF1733;SPC MI S     -    88,512.006 4,018,003.083   MT  0.99995925   +0 08 54.9
 NF1733;SPC MI S     -   290,393.72 13,182,424.81   iFT  0.99995925   +0 08 54.9
 NF1733;UTM  16      - 4,686,650.593   735,076.547   MT  1.00027999   +1 55 11.8
 NF1733
 NF1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1733!SPC MI S     -   0.99995809  x   0.99995925  =   0.99991734
 NF1733!UTM  16      -   0.99995809  x   1.00027999  =   1.00023807
 NF1733
 NF1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3507686650(NAD 83)
 NF1733
 NF1733                          SUPERSEDED SURVEY CONTROL
 NF1733
 NF1733  NAD 83(2007)-  42 17 47.88332(N)    084 08 54.04429(W) AD(2002.00) 0
 NF1733  ELLIP H (02/10/07)  267.260  (m)                       GP(2002.00)    
 NF1733  ELLIP H (07/17/02)  267.294  (m)                       GP(       ) 4 1
 NF1733  NAD 83(1994)-  42 17 47.88281(N)    084 08 54.03944(W) AD(       ) 1
 NF1733  ELLIP H (02/03/97)  267.304  (m)                       GP(       ) 4 1
 NF1733  NAD 83(1986)-  42 17 47.88479(N)    084 08 54.06203(W) AD(       ) 1
 NF1733
 NF1733.Superseded values are not recommended for survey control.
 NF1733
 NF1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1733.See file dsdata.pdf to determine how the superseded data were derived.
 NF1733
 NF1733_MARKER: DD = SURVEY DISK
 NF1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1733_STAMPING: 38203 1991
 NF1733_MARK LOGO: MIDH
 NF1733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1733+STABILITY: SURFACE MOTION
 NF1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1733+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2010
 NF1733
 NF1733  HISTORY     - Date     Condition        Report By
 NF1733  HISTORY     - 1991     MONUMENTED       MIDH
 NF1733  HISTORY     - 20100126 GOOD             ROWEIN
 NF1733
 NF1733                          STATION DESCRIPTION
 NF1733
 NF1733'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1733'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHWEST 1/4 OF SECTION 13,
 NF1733'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 12-1/2
 NF1733'MILES NORTHEAST OF THE CITY OF JACKSON, 4 MILES NORTHEAST OF GRASS
 NF1733'LAKE, 4 MILES SOUTH OF WATERLOO ON THE INTERSTATE HIGHWAY 94
 NF1733'RIGHT-OF-WAY, AND ON THE GRASS LAKE QUADRANGLE MAP.
 NF1733'TO REACH THE STATION FROM THE INTERSTATE 94 AND CLEAR LAKE ROAD (EXIT
 NF1733'153) INTERCHANGE, ENTER ONTO WESTBOUND I-94 ENTRANCE RAMP AND STATION
 NF1733'IS ON THE RIGHT NEAR THE BOTTOM OF THE RAMP AS DESCRIBED.
 NF1733'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 75.0 FT
 NF1733'(22.9 M) WEST OF A ELM TREE, 68.0 FT (20.7 M) EAST OF A ELM TREE,
 NF1733'38.0 FT (11.6 M) NORTH OF THE EDGE OF THE RAMP BITUMINOUS SHOULDER,
 NF1733'27.0 FT (8.2 M) EAST OF A HICKORY TREE, 10.0 FT (3.0 M) SOUTH OF A
 NF1733'RIGHT-OF-WAY FENCE, AND 10.0 FT (3.0 M) SOUTH OF A METAL WITNESS POST
 NF1733'SITH SIGN.
 NF1733
 NF1733                          STATION RECOVERY (2010)
 NF1733
 NF1733'RECOVERY NOTE BY ROWE INCORPORATED 2010 (MWR)
 NF1733'ELM TREES TO EAST AND WEST GONE. HICKORY TREE IS GONE. METAL WITNESS
 NF1733'POST IS 1 FT NORTH OF MARK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ6997 ***********************************************************************
 AJ6997  DESIGNATION -  38400
 AJ6997  PID         -  AJ6997
 AJ6997  STATE/COUNTY-  MI/JACKSON
 AJ6997  COUNTRY     -  US
 AJ6997  USGS QUAD   -  JACKSON NORTH (2017)
 AJ6997
 AJ6997                         *CURRENT SURVEY CONTROL
 AJ6997  ______________________________________________________________________
 AJ6997* NAD 83(1986) POSITION- 42 17 27.     (N) 084 23 49.     (W)   SCALED
 AJ6997* NAVD 88 ORTHO HEIGHT -   288.364 (meters)      946.07  (feet) ADJUSTED
 AJ6997  ______________________________________________________________________
 AJ6997  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 AJ6997  DYNAMIC HEIGHT  -        288.263 (meters)      945.74  (feet) COMP
 AJ6997  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 AJ6997
 AJ6997  VERT ORDER      -  SECOND    CLASS I
 AJ6997
 AJ6997.The horizontal coordinates were scaled from a map and have
 AJ6997.an estimated accuracy of +/- 6 seconds.
 AJ6997
 AJ6997.The orthometric height was determined by differential leveling and
 AJ6997.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6997.in July 2002.
 AJ6997
 AJ6997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6997.GEOID18 height accuracy estimate available here.
 AJ6997
 AJ6997.Click photographs - Photos may exist for this station.
 AJ6997
 AJ6997.The dynamic height is computed by dividing the NAVD 88
 AJ6997.geopotential number by the normal gravity value computed on the
 AJ6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6997.degrees latitude (g = 980.6199 gals.).
 AJ6997
 AJ6997.The modeled gravity was interpolated from observed gravity values.
 AJ6997
 AJ6997;                    North         East    Units  Estimated Accuracy
 AJ6997;SPC MI S     -    87,850.    3,997,500.      MT  (+/- 180 meters Scaled)
 AJ6997
 AJ6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM146853(NAD 83)
 AJ6997
 AJ6997                          SUPERSEDED SURVEY CONTROL
 AJ6997
 AJ6997.No superseded survey control is available for this station.
 AJ6997
 AJ6997_MARKER: DD = SURVEY DISK
 AJ6997_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ6997+WITH SETTING: PAVEMENT
 AJ6997_SP_SET: GUY WIRE BASE
 AJ6997_STAMPING: 38400 2001
 AJ6997_MARK LOGO: MIDT
 AJ6997_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6997+STABILITY: SURFACE MOTION
 AJ6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6997+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 AJ6997
 AJ6997  HISTORY     - Date     Condition        Report By
 AJ6997  HISTORY     - 20010522 MONUMENTED       MIDT
 AJ6997  HISTORY     - 20061109 GOOD             TETRA
 AJ6997
 AJ6997                          STATION DESCRIPTION
 AJ6997
 AJ6997'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AJ6997'STATION IS LOCATED AT THE NORTH SIDE OF JACKSON, AT THE
 AJ6997'INTERSECTION OF PARNALL ROAD AND STATE ROUTE  M-106.
 AJ6997'
 AJ6997'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION
 AJ6997'DISK CEMENTED IN A DRILL HOLE IN THE 36-INCH DIAMETER CONCRETE BASE
 AJ6997'FOR A GUY POLE FOR THE STREET LIGHT AT THIS INTERSECTION.  IT IS IN
 AJ6997'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 AJ6997'
 AJ6997'IT IS 59.5 FEET SOUTH OF THE CENTER LINE OF PARNALL ROAD, 53.5 FEET
 AJ6997'WEST OF THE CENTERLINE OF COOPER ROAD (M-106), 46.0 FEET SOUTHWEST
 AJ6997'OF A UTILITY POLE, 41.8 FEET NORTHEAST OF A UTILITY POLE AND 1.2 FEET
 AJ6997'EAST OF A CARSONITE WITNESS POST.
 AJ6997'
 AJ6997'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AJ6997
 AJ6997                          STATION RECOVERY (2006)
 AJ6997
 AJ6997'RECOVERY NOTE BY TETRA TECH INCORPORATED 2006 (ANB)
 AJ6997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ6998 ***********************************************************************
 AJ6998  DESIGNATION -  38401
 AJ6998  PID         -  AJ6998
 AJ6998  STATE/COUNTY-  MI/JACKSON
 AJ6998  COUNTRY     -  US
 AJ6998  USGS QUAD   -  JACKSON NORTH (2017)
 AJ6998
 AJ6998                         *CURRENT SURVEY CONTROL
 AJ6998  ______________________________________________________________________
 AJ6998* NAD 83(2011) POSITION- 42 16 03.87653(N) 084 23 03.06824(W)   ADJUSTED
 AJ6998* NAD 83(2011) ELLIP HT-   258.437 (meters)        (06/27/12)   ADJUSTED
 AJ6998* NAD 83(2011) EPOCH   -  2010.00
 AJ6998* NAVD 88 ORTHO HEIGHT -   292.666 (meters)      960.19  (feet) ADJUSTED
 AJ6998  ______________________________________________________________________
 AJ6998  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 AJ6998  NAD 83(2011) X  -    462,596.205 (meters)                     COMP
 AJ6998  NAD 83(2011) Y  - -4,704,550.084 (meters)                     COMP
 AJ6998  NAD 83(2011) Z  -  4,267,832.094 (meters)                     COMP
 AJ6998  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AJ6998  DYNAMIC HEIGHT  -        292.562 (meters)      959.85  (feet) COMP
 AJ6998  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 AJ6998
 AJ6998  VERT ORDER      -  SECOND    CLASS I
 AJ6998
 AJ6998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ6998  Standards:
 AJ6998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ6998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ6998  -------------------------------------------------------------------
 AJ6998  NETWORK    0.52   1.06           0.25   0.15   0.54      0.03474124
 AJ6998  -------------------------------------------------------------------
 AJ6998  Click here for local accuracies and other accuracy information.
 AJ6998
 AJ6998.The horizontal coordinates were established by GPS observations
 AJ6998.and adjusted by the National Geodetic Survey in June 2012.
 AJ6998
 AJ6998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ6998.been affixed to the stable North American tectonic plate. See 
 AJ6998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ6998
 AJ6998.The horizontal coordinates are valid at the epoch date displayed above
 AJ6998.which is a decimal equivalence of Year/Month/Day.
 AJ6998
 AJ6998.The orthometric height was determined by differential leveling and
 AJ6998.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6998.in July 2002.
 AJ6998
 AJ6998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6998.GEOID18 height accuracy estimate available here.
 AJ6998
 AJ6998.Click photographs - Photos may exist for this station.
 AJ6998
 AJ6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6998
 AJ6998.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ6998
 AJ6998.The ellipsoidal height was determined by GPS observations
 AJ6998.and is referenced to NAD 83.
 AJ6998
 AJ6998.The dynamic height is computed by dividing the NAVD 88
 AJ6998.geopotential number by the normal gravity value computed on the
 AJ6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6998.degrees latitude (g = 980.6199 gals.).
 AJ6998
 AJ6998.The modeled gravity was interpolated from observed gravity values.
 AJ6998
 AJ6998. The following values were computed from the NAD 83(2011) position.
 AJ6998
 AJ6998;                    North         East     Units Scale Factor Converg.
 AJ6998;SPC MI S     -    85,279.796 3,998,554.693   MT  0.99996451   -0 00 42.9
 AJ6998;SPC MI S     -   279,789.36 13,118,617.76   iFT  0.99996451   -0 00 42.9
 AJ6998;UTM  16      - 4,682,817.641   715,732.282   MT  1.00017267   +1 45 36.2
 AJ6998
 AJ6998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6998!SPC MI S     -   0.99995947  x   0.99996451  =   0.99992398
 AJ6998!UTM  16      -   0.99995947  x   1.00017267  =   1.00013213
 AJ6998
 AJ6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1573282817(NAD 83)
 AJ6998
 AJ6998                          SUPERSEDED SURVEY CONTROL
 AJ6998
 AJ6998  NAD 83(2007)-  42 16 03.87672(N)    084 23 03.06927(W) AD(2002.00) 1
 AJ6998  ELLIP H (08/07/08)  258.445  (m)                       GP(2002.00) 4 1
 AJ6998  NAVD 88             292.67   (m)          960.2    (f) LEVELING    3  
 AJ6998
 AJ6998.Superseded values are not recommended for survey control.
 AJ6998
 AJ6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6998.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6998
 AJ6998_MARKER: DD = SURVEY DISK
 AJ6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6998_STAMPING: 38401 2001
 AJ6998_MARK LOGO: MIDT
 AJ6998_PROJECTION: FLUSH
 AJ6998_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6998+STABILITY: SURFACE MOTION
 AJ6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6998+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2021
 AJ6998
 AJ6998  HISTORY     - Date     Condition        Report By
 AJ6998  HISTORY     - 20010522 MONUMENTED       MIDT
 AJ6998  HISTORY     - 20060523 GOOD             MIDT
 AJ6998  HISTORY     - 20130603 GOOD             INDIV
 AJ6998  HISTORY     - 20210929 GOOD             MIDT
 AJ6998
 AJ6998                          STATION DESCRIPTION
 AJ6998
 AJ6998'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AJ6998'STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF JACKSON
 AJ6998'ALONG NORTH ELM AVENUE,  ABOUT 3/4 MILE SOUTH OF INTERSTATE
 AJ6998'HIGHWAY 94 .  THE STATION IS JUST SOUTH INTO THE CITY LIMITS OF
 AJ6998'JACKSON ON THE EAST SIDE OF ELM AVENUE AND ACROSS THE STREET
 AJ6998'FROM HOUSE NUMBER 1200.
 AJ6998'
 AJ6998'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION
 AJ6998'DISK SET INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AJ6998'GROUND SURFACE.  IT 69.5 FEET NORTHEAST OF A UTILITY POLE WITH
 AJ6998'STREET LIGHT AND TRANSFORMER ATTACHED, 50.0 FEET EAST OF THE
 AJ6998'CENTERLINE OF ELM AVENUE, 32.5 FEET NORTH OF A FENCE CORNER AND
 AJ6998'1.5 FEET WEST OF THE FENCE LINE AND A CARSONITE WITNESS POST.
 AJ6998'
 AJ6998'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AJ6998
 AJ6998                          STATION RECOVERY (2006)
 AJ6998
 AJ6998'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AJ6998'RECOVERED AS DESCRIBED.
 AJ6998
 AJ6998                          STATION RECOVERY (2013)
 AJ6998
 AJ6998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BAT)
 AJ6998'RECOVERED IN GOOD CONDITION.
 AJ6998
 AJ6998                          STATION RECOVERY (2021)
 AJ6998
 AJ6998'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KJ)
 AJ6998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4010 ***********************************************************************
 DL4010  DESIGNATION -  38600
 DL4010  PID         -  DL4010
 DL4010  STATE/COUNTY-  MI/JACKSON
 DL4010  COUNTRY     -  US
 DL4010  USGS QUAD   -  JACKSON SOUTH (2017)
 DL4010
 DL4010                         *CURRENT SURVEY CONTROL
 DL4010  ______________________________________________________________________
 DL4010* NAD 83(2011) POSITION- 42 13 35.76374(N) 084 23 22.67029(W)   ADJUSTED
 DL4010* NAD 83(2011) ELLIP HT-   257.232 (meters)        (06/27/12)   ADJUSTED
 DL4010* NAD 83(2011) EPOCH   -  2010.00
 DL4010* NAVD 88 ORTHO HEIGHT -   291.507 (meters)      956.39  (feet) ADJUSTED
 DL4010  ______________________________________________________________________
 DL4010  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 DL4010  NAD 83(2011) X  -    462,449.422 (meters)                     COMP
 DL4010  NAD 83(2011) Y  - -4,707,651.108 (meters)                     COMP
 DL4010  NAD 83(2011) Z  -  4,264,448.181 (meters)                     COMP
 DL4010  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DL4010  DYNAMIC HEIGHT  -        291.401 (meters)      956.04  (feet) COMP
 DL4010  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 DL4010
 DL4010  VERT ORDER      -  FIRST     CLASS II
 DL4010
 DL4010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4010  Standards:
 DL4010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4010  -------------------------------------------------------------------
 DL4010  NETWORK    0.24   0.37           0.11   0.08   0.19     -0.04268091
 DL4010  -------------------------------------------------------------------
 DL4010  Click here for local accuracies and other accuracy information.
 DL4010
 DL4010.The horizontal coordinates were established by GPS observations
 DL4010.and adjusted by the National Geodetic Survey in June 2012.
 DL4010
 DL4010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4010.been affixed to the stable North American tectonic plate. See 
 DL4010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4010
 DL4010.The horizontal coordinates are valid at the epoch date displayed above
 DL4010.which is a decimal equivalence of Year/Month/Day.
 DL4010
 DL4010.The orthometric height was determined by differential leveling and
 DL4010.adjusted by the NATIONAL GEODETIC SURVEY
 DL4010.in September 2009.
 DL4010
 DL4010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4010.GEOID18 height accuracy estimate available here.
 DL4010
 DL4010.Click photographs - Photos may exist for this station.
 DL4010
 DL4010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4010
 DL4010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4010
 DL4010.The ellipsoidal height was determined by GPS observations
 DL4010.and is referenced to NAD 83.
 DL4010
 DL4010.The dynamic height is computed by dividing the NAVD 88
 DL4010.geopotential number by the normal gravity value computed on the
 DL4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4010.degrees latitude (g = 980.6199 gals.).
 DL4010
 DL4010.The modeled gravity was interpolated from observed gravity values.
 DL4010
 DL4010. The following values were computed from the NAD 83(2011) position.
 DL4010
 DL4010;                    North         East     Units Scale Factor Converg.
 DL4010;SPC MI S     -    80,710.025 3,998,104.235   MT  0.99997243   -0 00 56.3
 DL4010;SPC MI S     -   264,796.67 13,117,139.88   iFT  0.99997243   -0 00 56.3
 DL4010;UTM  16      - 4,678,235.198   715,423.229   MT  1.00017104   +1 45 18.0
 DL4010
 DL4010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4010!SPC MI S     -   0.99995966  x   0.99997243  =   0.99993209
 DL4010!UTM  16      -   0.99995966  x   1.00017104  =   1.00013069
 DL4010
 DL4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1542378235(NAD 83)
 DL4010
 DL4010                          SUPERSEDED SURVEY CONTROL
 DL4010
 DL4010  NAD 83(2007)-  42 13 35.76402(N)    084 23 22.67132(W) AD(2002.00) B
 DL4010  ELLIP H (10/19/09)  257.246  (m)                       GP(2002.00) 1 1
 DL4010
 DL4010.Superseded values are not recommended for survey control.
 DL4010
 DL4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4010.See file dsdata.pdf to determine how the superseded data were derived.
 DL4010
 DL4010_MARKER: DD = SURVEY DISK
 DL4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4010_STAMPING: 38600 2008
 DL4010_MARK LOGO: MIDT
 DL4010_PROJECTION: FLUSH
 DL4010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4010+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 DL4010
 DL4010  HISTORY     - Date     Condition        Report By
 DL4010  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4010  HISTORY     - 20200604 GOOD             MIDT
 DL4010
 DL4010                          STATION DESCRIPTION
 DL4010
 DL4010'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4010'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF SPRING ARBOR,
 DL4010'3.2 MI (5.1 KM) WEST OF MICHIGAN CENTER AND 1.5 MI (2.4 KM)
 DL4010'SOUTH-SOUTHEAST OF JACKSON.
 DL4010'
 DL4010'TO REACH FROM THE INTERSECTION OF US 127 WITH HIGHWAY 50, IN JACKSON,
 DL4010'GO NORTH ON HIGHWAY 50 OF 1.8 MI (2.9 KM) TO THE JUNCTION OF HIGHWAY
 DL4010'50 WITH EAST SOUTH STREET AND THE STATION ON THE LEFT.
 DL4010'
 DL4010'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4010'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4010'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4010'
 DL4010'THE STATION IS 300 FT (91.4 M) NORTH OF SOUTH STREET, 40.5 FT (12.3 M)
 DL4010'NORTH OF A METAL POST FOR A 'LANE ENDS MERGE LEFT' SIGN, 7 FT (2.1 M)
 DL4010'WEST OF THE EDGE OF CURB OF BUSINESS US HIGHWAY 127, STATE HIGHWAY 50
 DL4010'(COOPER DRIVE), AND 6.6 FT (2.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL4010'POST.
 DL4010
 DL4010                          STATION RECOVERY (2020)
 DL4010
 DL4010'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL4010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4011 ***********************************************************************
 DL4011  DESIGNATION -  38601
 DL4011  PID         -  DL4011
 DL4011  STATE/COUNTY-  MI/JACKSON
 DL4011  COUNTRY     -  US
 DL4011  USGS QUAD   -  MICHIGAN CENTER (2017)
 DL4011
 DL4011                         *CURRENT SURVEY CONTROL
 DL4011  ______________________________________________________________________
 DL4011* NAD 83(1986) POSITION- 42 12 44.43   (N) 084 22 24.31   (W)   HD_HELD1
 DL4011* NAVD 88 ORTHO HEIGHT -   287.597 (meters)      943.56  (feet) ADJUSTED
 DL4011  ______________________________________________________________________
 DL4011  GEOID HEIGHT    -        -34.303 (meters)                     GEOID18
 DL4011  DYNAMIC HEIGHT  -        287.492 (meters)      943.21  (feet) COMP
 DL4011  MODELED GRAVITY -    980,251.1   (mgal)                       NAVD 88
 DL4011
 DL4011  VERT ORDER      -  FIRST     CLASS II
 DL4011
 DL4011.The horizontal coordinates were determined by differentially corrected
 DL4011.hand held GPS observations or other comparable positioning techniques
 DL4011.and have an estimated accuracy of +/- 3 meters.
 DL4011
 DL4011.The orthometric height was determined by differential leveling and
 DL4011.adjusted by the NATIONAL GEODETIC SURVEY
 DL4011.in September 2009.
 DL4011
 DL4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4011.GEOID18 height accuracy estimate available here.
 DL4011
 DL4011.Click photographs - Photos may exist for this station.
 DL4011
 DL4011.The dynamic height is computed by dividing the NAVD 88
 DL4011.geopotential number by the normal gravity value computed on the
 DL4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4011.degrees latitude (g = 980.6199 gals.).
 DL4011
 DL4011.The modeled gravity was interpolated from observed gravity values.
 DL4011
 DL4011;                    North         East    Units  Estimated Accuracy
 DL4011;SPC MI S     -    79,125.9   3,999,442.4     MT  (+/- 3 meters HH1 GPS) 
 DL4011
 DL4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1680976692(NAD 83)
 DL4011
 DL4011                          SUPERSEDED SURVEY CONTROL
 DL4011
 DL4011.No superseded survey control is available for this station.
 DL4011
 DL4011_MARKER: DD = SURVEY DISK
 DL4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4011_STAMPING: 38601 2008
 DL4011_MARK LOGO: MIDT
 DL4011_PROJECTION: FLUSH
 DL4011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4011+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2020
 DL4011
 DL4011  HISTORY     - Date     Condition        Report By
 DL4011  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4011  HISTORY     - 20200510 GOOD             SPICE
 DL4011
 DL4011                          STATION DESCRIPTION
 DL4011
 DL4011'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4011'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF GRASS
 DL4011'LAKE, 2.8 MI (4.5 KM) WEST-SOUTHWEST OF MICHIGAN CENTER AND 2.7 MI
 DL4011'(4.3 KM) SOUTH-SOUTHEAST OF JACKSON.
 DL4011'
 DL4011'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127B (BROOKLYN
 DL4011'ROAD) WITH SOUTH STREET, IN THE CITY OF JACKSON, MI, GO SOUTHWEST ON
 DL4011'US HIGHWAY 127B FOR 1.2 MI (1.9 KM) TO THE GRAND RIVER AND THE STATION
 DL4011'ON THE LEFT.
 DL4011'
 DL4011'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4011'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4011'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4011'
 DL4011'THE STATION IS 0.6 MI (1.0 KM) NORTHWEST OF US HIGHWAY 127, 40 FT
 DL4011'(12.2 M) WEST OF THE WEST RAIL OF A RAILROAD TRACK, 33 FT (10.1 M)
 DL4011'EAST OF THE CENTERLINE OF US HIGHWAY 127B (BROOKLYN ROAD), 6 FT (1.8
 DL4011'M) SOUTH OF THE EXTENDED CENTERLINE OF DRIVEWAY OPENING --2344--.
 DL4011
 DL4011                          STATION RECOVERY (2020)
 DL4011
 DL4011'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (EB)
 DL4011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4012 ***********************************************************************
 DL4012  DESIGNATION -  38602
 DL4012  PID         -  DL4012
 DL4012  STATE/COUNTY-  MI/JACKSON
 DL4012  COUNTRY     -  US
 DL4012  USGS QUAD   -  MICHIGAN CENTER (2017)
 DL4012
 DL4012                         *CURRENT SURVEY CONTROL
 DL4012  ______________________________________________________________________
 DL4012* NAD 83(1986) POSITION- 42 10 36.14   (N) 084 21 53.44   (W)   HD_HELD1
 DL4012* NAVD 88 ORTHO HEIGHT -   296.133 (meters)      971.56  (feet) ADJUSTED
 DL4012  ______________________________________________________________________
 DL4012  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 DL4012  DYNAMIC HEIGHT  -        296.024 (meters)      971.21  (feet) COMP
 DL4012  MODELED GRAVITY -    980,246.6   (mgal)                       NAVD 88
 DL4012
 DL4012  VERT ORDER      -  FIRST     CLASS II
 DL4012
 DL4012.The horizontal coordinates were determined by differentially corrected
 DL4012.hand held GPS observations or other comparable positioning techniques
 DL4012.and have an estimated accuracy of +/- 3 meters.
 DL4012
 DL4012.The orthometric height was determined by differential leveling and
 DL4012.adjusted by the NATIONAL GEODETIC SURVEY
 DL4012.in September 2009.
 DL4012
 DL4012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4012.GEOID18 height accuracy estimate available here.
 DL4012
 DL4012.Click photographs - Photos may exist for this station.
 DL4012
 DL4012.The dynamic height is computed by dividing the NAVD 88
 DL4012.geopotential number by the normal gravity value computed on the
 DL4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4012.degrees latitude (g = 980.6199 gals.).
 DL4012
 DL4012.The modeled gravity was interpolated from observed gravity values.
 DL4012
 DL4012;                    North         East    Units  Estimated Accuracy
 DL4012;SPC MI S     -    75,167.6   4,000,150.6     MT  (+/- 3 meters HH1 GPS) 
 DL4012
 DL4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1764072757(NAD 83)
 DL4012
 DL4012                          SUPERSEDED SURVEY CONTROL
 DL4012
 DL4012.No superseded survey control is available for this station.
 DL4012
 DL4012_MARKER: DD = SURVEY DISK
 DL4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4012_STAMPING: 38602 2008
 DL4012_MARK LOGO: MIDT
 DL4012_PROJECTION: FLUSH
 DL4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4012+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4012
 DL4012  HISTORY     - Date     Condition        Report By
 DL4012  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4012
 DL4012                          STATION DESCRIPTION
 DL4012
 DL4012'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4012'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF
 DL4012'CEMENT CITY, 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF JACKSON AND 4.3 MI
 DL4012'(6.9 KM) SOUTH-SOUTHWEST OF MICHIGAN CENTER.
 DL4012'
 DL4012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (EAST) WITH
 DL4012'US HIGHWAY 127 ABOUT 2.5 MI (4.0 KM) SOUTH OF JACKSON, MICHIGAN, GO
 DL4012'SOUTH ON US HIGHWAY 127 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE
 DL4012'RIGHT.
 DL4012'
 DL4012'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4012'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4012'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4012'
 DL4012'THE STATION IS 0.6 MI (1.0 KM) NORTH OF AYERS ROAD, 0.15 MI (0.2 KM)
 DL4012'SOUTH OF HART ROAD, 600 FT (182.9 M) NORTH OF DRIVEWAY OPENING '6049
 DL4012'US HIGHWAY 127', 27.5 FT (8.4 M) WEST OF THE EDGE OF PAVEMENT OF US
 DL4012'HIGHWAY 127, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL4012'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4013 ***********************************************************************
 DL4013  DESIGNATION -  38603
 DL4013  PID         -  DL4013
 DL4013  STATE/COUNTY-  MI/JACKSON
 DL4013  COUNTRY     -  US
 DL4013  USGS QUAD   -  MICHIGAN CENTER (2017)
 DL4013
 DL4013                         *CURRENT SURVEY CONTROL
 DL4013  ______________________________________________________________________
 DL4013* NAD 83(2011) POSITION- 42 08 52.74216(N) 084 21 51.44708(W)   ADJUSTED
 DL4013* NAD 83(2011) ELLIP HT-   266.274 (meters)        (06/27/12)   ADJUSTED
 DL4013* NAD 83(2011) EPOCH   -  2010.00
 DL4013* NAVD 88 ORTHO HEIGHT -   300.596 (meters)      986.21  (feet) ADJUSTED
 DL4013  ______________________________________________________________________
 DL4013  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 DL4013  NAD 83(2011) X  -    465,107.978 (meters)                     COMP
 DL4013  NAD 83(2011) Y  - -4,713,289.080 (meters)                     COMP
 DL4013  NAD 83(2011) Z  -  4,257,983.576 (meters)                     COMP
 DL4013  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DL4013  DYNAMIC HEIGHT  -        300.485 (meters)      985.84  (feet) COMP
 DL4013  MODELED GRAVITY -    980,243.3   (mgal)                       NAVD 88
 DL4013
 DL4013  VERT ORDER      -  FIRST     CLASS II
 DL4013
 DL4013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4013  Standards:
 DL4013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4013  -------------------------------------------------------------------
 DL4013  NETWORK    0.24   0.41           0.11   0.08   0.21     -0.03392432
 DL4013  -------------------------------------------------------------------
 DL4013  Click here for local accuracies and other accuracy information.
 DL4013
 DL4013.The horizontal coordinates were established by GPS observations
 DL4013.and adjusted by the National Geodetic Survey in June 2012.
 DL4013
 DL4013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4013.been affixed to the stable North American tectonic plate. See 
 DL4013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4013
 DL4013.The horizontal coordinates are valid at the epoch date displayed above
 DL4013.which is a decimal equivalence of Year/Month/Day.
 DL4013
 DL4013.The orthometric height was determined by differential leveling and
 DL4013.adjusted by the NATIONAL GEODETIC SURVEY
 DL4013.in September 2009.
 DL4013
 DL4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4013.GEOID18 height accuracy estimate available here.
 DL4013
 DL4013.Click photographs - Photos may exist for this station.
 DL4013
 DL4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4013
 DL4013.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4013
 DL4013.The ellipsoidal height was determined by GPS observations
 DL4013.and is referenced to NAD 83.
 DL4013
 DL4013.The dynamic height is computed by dividing the NAVD 88
 DL4013.geopotential number by the normal gravity value computed on the
 DL4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4013.degrees latitude (g = 980.6199 gals.).
 DL4013
 DL4013.The modeled gravity was interpolated from observed gravity values.
 DL4013
 DL4013. The following values were computed from the NAD 83(2011) position.
 DL4013
 DL4013;                    North         East     Units Scale Factor Converg.
 DL4013;SPC MI S     -    71,977.393 4,000,196.379   MT  0.99998898   +0 00 05.8
 DL4013;SPC MI S     -   236,146.30 13,124,003.87   iFT  0.99998898   +0 00 05.8
 DL4013;UTM  16      - 4,669,569.616   717,784.448   MT  1.00018364   +1 46 09.8
 DL4013
 DL4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4013!SPC MI S     -   0.99995824  x   0.99998898  =   0.99994722
 DL4013!UTM  16      -   0.99995824  x   1.00018364  =   1.00014187
 DL4013
 DL4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1778469569(NAD 83)
 DL4013
 DL4013                          SUPERSEDED SURVEY CONTROL
 DL4013
 DL4013  NAD 83(2007)-  42 08 52.74244(N)    084 21 51.44819(W) AD(2002.00) B
 DL4013  ELLIP H (10/19/09)  266.285  (m)                       GP(2002.00) 1 1
 DL4013
 DL4013.Superseded values are not recommended for survey control.
 DL4013
 DL4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4013.See file dsdata.pdf to determine how the superseded data were derived.
 DL4013
 DL4013_MARKER: DD = SURVEY DISK
 DL4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4013_STAMPING: 38603 2008
 DL4013_MARK LOGO: MIDT
 DL4013_PROJECTION: FLUSH
 DL4013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4013+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DL4013
 DL4013  HISTORY     - Date     Condition        Report By
 DL4013  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4013  HISTORY     - 20200630 POOR             MIDT
 DL4013
 DL4013                          STATION DESCRIPTION
 DL4013
 DL4013'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4013'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF SOMERSET, 6.2
 DL4013'MI (10.0 KM) SOUTH-SOUTHWEST OF MICHIGAN CENTER AND 5.7 MI (9.2 KM)
 DL4013'NORTH-NORTHWEST OF CEMENT CITY.
 DL4013'
 DL4013'TO REACH FROM THE INTERSECTION OF HIGHWAY 12 WITH HIGHWAY 127, 13 MI
 DL4013'(20.9 KM) SOUTH OF JACKSON, GO NORTH ON HIGHWAY 127 FOR 6.9 MI (11.1
 DL4013'KM) TO THE JUNCTION OF HIGHWAY 127 WITH COOK ROAD AND THE STATION ON
 DL4013'THE RIGHT.
 DL4013'
 DL4013'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4013'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4013'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4013'
 DL4013'THE STATION IS 0.9 MI (1.4 KM) NORTH OF WEATHERBY ROAD, 0.4 MI (0.6
 DL4013'KM) SOUTH OF LOOMIS ROAD, 70 FT (21.3 M) NORTH OF THE EDGE OF PAVEMENT
 DL4013'OF COOK ROAD, 34.5 FT (10.5 M) NORTHEAST OF A WOOD POST FOR MAILBOX
 DL4013''7900 US HIGHWAY 127', 30.5 FT (9.3 M) EAST OF THE EDGE OF PAVEMENT OF
 DL4013'US HIGHWAY 127, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL4013'POST.
 DL4013
 DL4013                          STATION RECOVERY (2020)
 DL4013
 DL4013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4013'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4014 ***********************************************************************
 DL4014  DESIGNATION -  38604
 DL4014  PID         -  DL4014
 DL4014  STATE/COUNTY-  MI/JACKSON
 DL4014  COUNTRY     -  US
 DL4014  USGS QUAD   -  MICHIGAN CENTER (2017)
 DL4014
 DL4014                         *CURRENT SURVEY CONTROL
 DL4014  ______________________________________________________________________
 DL4014* NAD 83(1986) POSITION- 42 07 42.17   (N) 084 21 51.72   (W)   HD_HELD1
 DL4014* NAVD 88 ORTHO HEIGHT -   299.840 (meters)      983.73  (feet) ADJUSTED
 DL4014  ______________________________________________________________________
 DL4014  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 DL4014  DYNAMIC HEIGHT  -        299.728 (meters)      983.36  (feet) COMP
 DL4014  MODELED GRAVITY -    980,241.3   (mgal)                       NAVD 88
 DL4014
 DL4014  VERT ORDER      -  FIRST     CLASS II
 DL4014
 DL4014.The horizontal coordinates were determined by differentially corrected
 DL4014.hand held GPS observations or other comparable positioning techniques
 DL4014.and have an estimated accuracy of +/- 3 meters.
 DL4014
 DL4014.The orthometric height was determined by differential leveling and
 DL4014.adjusted by the NATIONAL GEODETIC SURVEY
 DL4014.in September 2009.
 DL4014
 DL4014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4014.GEOID18 height accuracy estimate available here.
 DL4014
 DL4014.Click photographs - Photos may exist for this station.
 DL4014
 DL4014.The dynamic height is computed by dividing the NAVD 88
 DL4014.geopotential number by the normal gravity value computed on the
 DL4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4014.degrees latitude (g = 980.6199 gals.).
 DL4014
 DL4014.The modeled gravity was interpolated from observed gravity values.
 DL4014
 DL4014;                    North         East    Units  Estimated Accuracy
 DL4014;SPC MI S     -    69,799.9   4,000,190.2     MT  (+/- 3 meters HH1 GPS) 
 DL4014
 DL4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1784567392(NAD 83)
 DL4014
 DL4014                          SUPERSEDED SURVEY CONTROL
 DL4014
 DL4014.No superseded survey control is available for this station.
 DL4014
 DL4014_MARKER: DD = SURVEY DISK
 DL4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4014_STAMPING: 38604 2008
 DL4014_MARK LOGO: MIDT
 DL4014_PROJECTION: FLUSH
 DL4014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4014+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4014
 DL4014  HISTORY     - Date     Condition        Report By
 DL4014  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4014
 DL4014                          STATION DESCRIPTION
 DL4014
 DL4014'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4014'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF
 DL4014'SOMERSET CENTER, 5.6 MI (9.0 KM) NORTH OF SOMERSET AND 4.4 MI (7.1 KM)
 DL4014'NORTH-NORTHWEST OF CEMENT CITY.
 DL4014'
 DL4014'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH
 DL4014'JEFFERSON ROAD ABOUT 1 MI (1.6 KM) WEST OF CLARK LAKE, MICHIGAN, GO
 DL4014'NORTH ON US HIGHWAY 127 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DL4014'LEFT.
 DL4014'
 DL4014'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4014'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4014'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4014'
 DL4014'THE STATION IS 0.5 MI (0.8 KM) SOUTH OF WETHERBY ROAD, 200 FT (61.0 M)
 DL4014'NORTH OF DRIVEWAY OPENING '9410 US HIGHWAY 127', 10.5 FT (3.2 M) WEST
 DL4014'OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, AND 3.3 FT (1.0 M) EAST OF
 DL4014'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4015 ***********************************************************************
 DL4015  DESIGNATION -  38605
 DL4015  PID         -  DL4015
 DL4015  STATE/COUNTY-  MI/JACKSON
 DL4015  COUNTRY     -  US
 DL4015  USGS QUAD   -  CEMENT CITY (2017)
 DL4015
 DL4015                         *CURRENT SURVEY CONTROL
 DL4015  ______________________________________________________________________
 DL4015* NAD 83(1986) POSITION- 42 06 16.52   (N) 084 21 50.75   (W)   HD_HELD1
 DL4015* NAVD 88 ORTHO HEIGHT -   309.553 (meters)     1015.59  (feet) ADJUSTED
 DL4015  ______________________________________________________________________
 DL4015  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 DL4015  DYNAMIC HEIGHT  -        309.437 (meters)     1015.21  (feet) COMP
 DL4015  MODELED GRAVITY -    980,238.9   (mgal)                       NAVD 88
 DL4015
 DL4015  VERT ORDER      -  FIRST     CLASS II
 DL4015
 DL4015.The horizontal coordinates were determined by differentially corrected
 DL4015.hand held GPS observations or other comparable positioning techniques
 DL4015.and have an estimated accuracy of +/- 3 meters.
 DL4015
 DL4015.The orthometric height was determined by differential leveling and
 DL4015.adjusted by the NATIONAL GEODETIC SURVEY
 DL4015.in September 2009.
 DL4015
 DL4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4015.GEOID18 height accuracy estimate available here.
 DL4015
 DL4015.Click photographs - Photos may exist for this station.
 DL4015
 DL4015.The dynamic height is computed by dividing the NAVD 88
 DL4015.geopotential number by the normal gravity value computed on the
 DL4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4015.degrees latitude (g = 980.6199 gals.).
 DL4015
 DL4015.The modeled gravity was interpolated from observed gravity values.
 DL4015
 DL4015;                    North         East    Units  Estimated Accuracy
 DL4015;SPC MI S     -    67,157.3   4,000,212.5     MT  (+/- 3 meters HH1 GPS) 
 DL4015
 DL4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1794964751(NAD 83)
 DL4015
 DL4015                          SUPERSEDED SURVEY CONTROL
 DL4015
 DL4015.No superseded survey control is available for this station.
 DL4015
 DL4015_MARKER: DD = SURVEY DISK
 DL4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4015_STAMPING: 38605 2008
 DL4015_MARK LOGO: MIDT
 DL4015_PROJECTION: FLUSH
 DL4015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4015+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4015
 DL4015  HISTORY     - Date     Condition        Report By
 DL4015  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4015
 DL4015                          STATION DESCRIPTION
 DL4015
 DL4015'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4015'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF SOMERSET
 DL4015'CENTER, 3.9 MI (6.3 KM) NORTH OF SOMERSET AND 2.9 MI (4.7 KM)
 DL4015'NORTHWEST OF CEMENT CITY.
 DL4015'
 DL4015'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH
 DL4015'JEFFERSON ROAD ABOUT 1 MI (1.6 KM) WEST OF CLARK LAKE, MICHIGAN, GO
 DL4015'SOUTH ON US HIGHWAY 127 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DL4015'RIGHT.
 DL4015'
 DL4015'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4015'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4015'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4015'
 DL4015'THE STATION IS 0.1 MI (0.2 KM) NORTH OF LIBERTY ROAD, 71 FT (21.6 M)
 DL4015'SOUTH OF THE WESTERN MOST POST FOR A 'LIBERTY ROAD/LIBERTY' SIGN, 18.5
 DL4015'FT (5.6 M) WEST OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, AND 3.3 FT
 DL4015'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4016 ***********************************************************************
 DL4016  DESIGNATION -  38606
 DL4016  PID         -  DL4016
 DL4016  STATE/COUNTY-  MI/JACKSON
 DL4016  COUNTRY     -  US
 DL4016  USGS QUAD   -  CEMENT CITY (2017)
 DL4016
 DL4016                         *CURRENT SURVEY CONTROL
 DL4016  ______________________________________________________________________
 DL4016* NAD 83(2011) POSITION- 42 04 51.94373(N) 084 21 49.93874(W)   ADJUSTED
 DL4016* NAD 83(2011) ELLIP HT-   297.202 (meters)        (06/27/12)   ADJUSTED
 DL4016* NAD 83(2011) EPOCH   -  2010.00
 DL4016* NAVD 88 ORTHO HEIGHT -   331.529 (meters)     1087.69  (feet) ADJUSTED
 DL4016  ______________________________________________________________________
 DL4016  GEOID HEIGHT    -        -34.328 (meters)                     GEOID18
 DL4016  NAD 83(2011) X  -    465,634.048 (meters)                     COMP
 DL4016  NAD 83(2011) Y  - -4,718,267.090 (meters)                     COMP
 DL4016  NAD 83(2011) Z  -  4,252,492.703 (meters)                     COMP
 DL4016  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 DL4016  DYNAMIC HEIGHT  -        331.404 (meters)     1087.28  (feet) COMP
 DL4016  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 DL4016
 DL4016  VERT ORDER      -  FIRST     CLASS II
 DL4016
 DL4016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4016  Standards:
 DL4016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4016  -------------------------------------------------------------------
 DL4016  NETWORK    0.34   0.55           0.16   0.11   0.28      0.19347515
 DL4016  -------------------------------------------------------------------
 DL4016  Click here for local accuracies and other accuracy information.
 DL4016
 DL4016.The horizontal coordinates were established by GPS observations
 DL4016.and adjusted by the National Geodetic Survey in June 2012.
 DL4016
 DL4016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4016.been affixed to the stable North American tectonic plate. See 
 DL4016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4016
 DL4016.The horizontal coordinates are valid at the epoch date displayed above
 DL4016.which is a decimal equivalence of Year/Month/Day.
 DL4016
 DL4016.The orthometric height was determined by differential leveling and
 DL4016.adjusted by the NATIONAL GEODETIC SURVEY
 DL4016.in September 2009.
 DL4016
 DL4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4016.GEOID18 height accuracy estimate available here.
 DL4016
 DL4016.Click photographs - Photos may exist for this station.
 DL4016
 DL4016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4016
 DL4016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4016
 DL4016.The ellipsoidal height was determined by GPS observations
 DL4016.and is referenced to NAD 83.
 DL4016
 DL4016.The dynamic height is computed by dividing the NAVD 88
 DL4016.geopotential number by the normal gravity value computed on the
 DL4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4016.degrees latitude (g = 980.6199 gals.).
 DL4016
 DL4016.The modeled gravity was interpolated from observed gravity values.
 DL4016
 DL4016. The following values were computed from the NAD 83(2011) position.
 DL4016
 DL4016;                    North         East     Units Scale Factor Converg.
 DL4016;SPC MI S     -    64,547.750 4,000,231.258   MT  1.00000453   +0 00 06.8
 DL4016;SPC MI S     -   211,770.83 13,124,118.30   iFT  1.00000453   +0 00 06.8
 DL4016;UTM  16      - 4,662,143.186   718,048.404   MT  1.00018506   +1 46 02.6
 DL4016
 DL4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4016!SPC MI S     -   0.99995339  x   1.00000453  =   0.99995792
 DL4016!UTM  16      -   0.99995339  x   1.00018506  =   1.00013844
 DL4016
 DL4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1804862143(NAD 83)
 DL4016
 DL4016                          SUPERSEDED SURVEY CONTROL
 DL4016
 DL4016  NAD 83(2007)-  42 04 51.94395(N)    084 21 49.93965(W) AD(2002.00) B
 DL4016  ELLIP H (10/23/09)  297.211  (m)                       GP(2002.00) 3 1
 DL4016
 DL4016.Superseded values are not recommended for survey control.
 DL4016
 DL4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4016.See file dsdata.pdf to determine how the superseded data were derived.
 DL4016
 DL4016_MARKER: DD = SURVEY DISK
 DL4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4016_STAMPING: 38606 2008
 DL4016_MARK LOGO: MIDT
 DL4016_PROJECTION: FLUSH
 DL4016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4016+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DL4016
 DL4016  HISTORY     - Date     Condition        Report By
 DL4016  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4016  HISTORY     - 20200630 GOOD             MIDT
 DL4016
 DL4016                          STATION DESCRIPTION
 DL4016
 DL4016'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4016'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHEAST OF SOMERSET
 DL4016'CENTER, 2.4 MI (3.9 KM) NORTH-NORTHEAST OF SOMERSET AND 1.9 MI (3.1
 DL4016'KM) WEST-NORTHWEST OF CEMENT CITY.
 DL4016'
 DL4016'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH VICARY
 DL4016'ROAD ABOUT 1.5 MI (2.4 KM) WEST OF CEMENT CITY, MICHIGAN, GO NORTH ON
 DL4016'US HIGHWAY 127 FOR 0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.
 DL4016'
 DL4016'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4016'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4016'CONCRETE POST, SET TO A DEPTH OF 7.5 FT (2.3 M),
 DL4016'
 DL4016'THE STATION IS 0.45 MI (0.7 KM) SOUTH OF WHITE ROAD, 32 FT (9.8 M)
 DL4016'WEST OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, 9.5 FT (2.9 M) EAST OF
 DL4016'A RIGHT-OF-WAY FENCE, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE
 DL4016'WITNESS POST.
 DL4016
 DL4016                          STATION RECOVERY (2020)
 DL4016
 DL4016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0822 ***********************************************************************
 RJ0822  DESIGNATION -  39
 RJ0822  PID         -  RJ0822
 RJ0822  STATE/COUNTY-  MI/CHIPPEWA
 RJ0822  COUNTRY     -  US
 RJ0822  USGS QUAD   -  PAYMENT (2017)
 RJ0822
 RJ0822                         *CURRENT SURVEY CONTROL
 RJ0822  ______________________________________________________________________
 RJ0822* NAD 83(1994) POSITION- 46 31 59.34783(N) 084 13 03.82061(W)   ADJUSTED
 RJ0822* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0822  ______________________________________________________________________
 RJ0822  GEOID HEIGHT    -        -36.759 (meters)                     GEOID18
 RJ0822  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 RJ0822  HORZ ORDER      -  THIRD
 RJ0822
 RJ0822.The horizontal coordinates were established by classical geodetic methods
 RJ0822.and adjusted by the National Geodetic Survey in February 1997.
 RJ0822
 RJ0822.The orthometric height was scaled from a topographic map.
 RJ0822
 RJ0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0822.GEOID18 height accuracy estimate available here.
 RJ0822
 RJ0822.Click photographs - Photos may exist for this station.
 RJ0822
 RJ0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0822
 RJ0822. The following values were computed from the NAD 83(1994) position.
 RJ0822
 RJ0822;                    North         East     Units Scale Factor Converg.
 RJ0822;SPC MI N     -   198,228.184 8,213,382.009   MT  0.99991217   +2 00 39.6
 RJ0822;SPC MI N     -   650,354.93 26,946,791.37   iFT  0.99991217   +2 00 39.6
 RJ0822;SPC MI C     -   357,475.126 6,011,429.394   MT  1.00030012   +0 06 18.8
 RJ0822;SPC MI C     - 1,172,818.65 19,722,537.38   iFT  1.00030012   +0 06 18.8
 RJ0822;UTM  16      - 5,157,048.248   713,354.805   MT  1.00015956   +2 01 12.2
 RJ0822
 RJ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0822!SPC MI N     -   0.99997770  x   0.99991217  =   0.99988987
 RJ0822!SPC MI C     -   0.99997770  x   1.00030012  =   1.00027781
 RJ0822!UTM  16      -   0.99997770  x   1.00015956  =   1.00013726
 RJ0822
 RJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1335457048(NAD 83)
 RJ0822
 RJ0822                          SUPERSEDED SURVEY CONTROL
 RJ0822
 RJ0822  NAD 83(1986)-  46 31 59.33819(N)    084 13 03.83875(W) AD(       ) 3
 RJ0822  NAD 27      -  46 31 59.25200(N)    084 13 03.71200(W) AD(       ) 3
 RJ0822  USSD        -  46 32 00.00000(N)    084 13 02.91000(W) AD(       ) 3
 RJ0822
 RJ0822.Superseded values are not recommended for survey control.
 RJ0822
 RJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0822.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0822
 RJ0822_MARKER: H = DRILL HOLE
 RJ0822_SETTING: 80 = SET IN A BOULDER
 RJ0822_PROJECTION: RECESSED 61 CENTIMETERS
 RJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0822+STABILITY: SURFACE MOTION
 RJ0822
 RJ0822  HISTORY     - Date     Condition        Report By
 RJ0822  HISTORY     - 1895     MONUMENTED       USLS
 RJ0822  HISTORY     - 1958     GOOD             IBC
 RJ0822
 RJ0822                          STATION DESCRIPTION
 RJ0822
 RJ0822'DESCRIBED BY US LAKE SURVEY 1895
 RJ0822'ON W END OF PALMERS POINT, 1/2 MILE W OF LITTLE LAKE GEORGE, AND
 RJ0822'ABOUT 120 FEET W OF EXTENSION OF N - AND S ROAD, ON ROCKY RIDGE
 RJ0822'COVERED WITH TREES AND BRUSH.  IT IS NEAR THE W END OF THE RIDGE,
 RJ0822'ABOUT 10 FEET NE OF AN OLD ROOT CELLAR, AND ABOUT 110 FEET S OF
 RJ0822'RIVER.
 RJ0822'
 RJ0822'STATION MARK IS A DRILL HOLE IN A FLAT LIMESTONE, 9 BY 18 INCHES,
 RJ0822'BURIED 2 FEET UNDER SURFACE OF ROCKY GROUND.  THE STONE IS INSCRIBED
 RJ0822'WITH A TRIANGLE AND---XXXIX---CUT IN THE FLAT SURFACE.  A 4-INCH
 RJ0822'POST WAS SET OVER CENTER AND ROCKS PILED AROUND IT.  STATION
 RJ0822'ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0822'
 RJ0822'STATION STEWART IS 5.892 METERS (19.63 FEET) FROM STATION,
 RJ0822'S 68 DEG 30 MIN E.
 RJ0822
 RJ0822                          STATION RECOVERY (1958)
 RJ0822
 RJ0822'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0770 ***********************************************************************
 NE0770  DESIGNATION -  39 1/2
 NE0770  PID         -  NE0770
 NE0770  STATE/COUNTY-  MI/OAKLAND
 NE0770  COUNTRY     -  US
 NE0770  USGS QUAD   -  HIGHLAND (2017)
 NE0770
 NE0770                         *CURRENT SURVEY CONTROL
 NE0770  ______________________________________________________________________
 NE0770* NAD 83(1986) POSITION- 42 44 24.     (N) 083 30 27.     (W)   SCALED
 NE0770* NAVD 88 ORTHO HEIGHT -   308.669 (meters)     1012.69  (feet) ADJUSTED
 NE0770  ______________________________________________________________________
 NE0770  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 NE0770  DYNAMIC HEIGHT  -        308.576 (meters)     1012.39  (feet) COMP
 NE0770  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 NE0770
 NE0770  VERT ORDER      -  SECOND    CLASS 0
 NE0770
 NE0770.The horizontal coordinates were scaled from a map and have
 NE0770.an estimated accuracy of +/- 6 seconds.
 NE0770
 NE0770.The orthometric height was determined by differential leveling and
 NE0770.adjusted by the NATIONAL GEODETIC SURVEY
 NE0770.in June 1991.
 NE0770
 NE0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0770.GEOID18 height accuracy estimate available here.
 NE0770
 NE0770.Click photographs - Photos may exist for this station.
 NE0770
 NE0770.The dynamic height is computed by dividing the NAVD 88
 NE0770.geopotential number by the normal gravity value computed on the
 NE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0770.degrees latitude (g = 980.6199 gals.).
 NE0770
 NE0770.The modeled gravity was interpolated from observed gravity values.
 NE0770
 NE0770;                    North         East    Units  Estimated Accuracy
 NE0770;SPC MI S     -   138,100.    4,070,340.      MT  (+/- 180 meters Scaled)
 NE0770
 NE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH947349(NAD 83)
 NE0770
 NE0770                          SUPERSEDED SURVEY CONTROL
 NE0770
 NE0770  NGVD 29 (??/??/92)  308.753  (m)         1012.97   (f) ADJ UNCH    2 0
 NE0770
 NE0770.Superseded values are not recommended for survey control.
 NE0770
 NE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0770.See file dsdata.pdf to determine how the superseded data were derived.
 NE0770
 NE0770_MARKER: B = BOLT
 NE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0770_STAMPING: 39 1/2
 NE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0770+STABILITY: SURFACE MOTION
 NE0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0770+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0770
 NE0770  HISTORY     - Date     Condition        Report By
 NE0770  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0770  HISTORY     - 1934     GOOD             CGS
 NE0770  HISTORY     - 20060310 GOOD             INDIV
 NE0770
 NE0770                          STATION DESCRIPTION
 NE0770
 NE0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0770'1 MI NW FROM ANDERSONVILLE.
 NE0770'1.0 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0770'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, 0.5 MILE NORTHWEST
 NE0770'OF MILEPOST D 39, 200 YARDS NORTHWEST OF A PRIVATE-ROAD CROSSING,
 NE0770'AND 42 FEET NORTHEAST OF THE NORTHEAST RAIL.  A COPPER BOLT,
 NE0770'STAMPED 39-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0770
 NE0770                          STATION RECOVERY (2006)
 NE0770
 NE0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0770'FOUND IN GOOD CONDITION AS DESCRIBED, +-70FT NE OF WHISLE SIGN
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1079 ***********************************************************************
 NF1079  DESIGNATION -  39 DDB
 NF1079  PID         -  NF1079
 NF1079  STATE/COUNTY-  MI/EATON
 NF1079  COUNTRY     -  US
 NF1079  USGS QUAD   -  DIMONDALE (2017)
 NF1079
 NF1079                         *CURRENT SURVEY CONTROL
 NF1079  ______________________________________________________________________
 NF1079* NAD 83(1986) POSITION- 42 41 49.     (N) 084 44 24.     (W)   SCALED
 NF1079* NAVD 88 ORTHO HEIGHT -   269.563 (meters)      884.39  (feet) ADJUSTED
 NF1079  ______________________________________________________________________
 NF1079  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 NF1079  DYNAMIC HEIGHT  -        269.482 (meters)      884.13  (feet) COMP
 NF1079  MODELED GRAVITY -    980,312.5   (mgal)                       NAVD 88
 NF1079
 NF1079  VERT ORDER      -  SECOND    CLASS II
 NF1079
 NF1079.The horizontal coordinates were scaled from a map and have
 NF1079.an estimated accuracy of +/- 6 seconds.
 NF1079
 NF1079.The orthometric height was determined by differential leveling and
 NF1079.adjusted by the NATIONAL GEODETIC SURVEY
 NF1079.in June 1991.
 NF1079
 NF1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1079.GEOID18 height accuracy estimate available here.
 NF1079
 NF1079.Click photographs - Photos may exist for this station.
 NF1079
 NF1079.The dynamic height is computed by dividing the NAVD 88
 NF1079.geopotential number by the normal gravity value computed on the
 NF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1079.degrees latitude (g = 980.6199 gals.).
 NF1079
 NF1079.The modeled gravity was interpolated from observed gravity values.
 NF1079
 NF1079;                    North         East    Units  Estimated Accuracy
 NF1079;SPC MI S     -   133,020.    3,969,410.      MT  (+/- 180 meters Scaled)
 NF1079
 NF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN851296(NAD 83)
 NF1079
 NF1079                          SUPERSEDED SURVEY CONTROL
 NF1079
 NF1079  NGVD 29 (??/??/92)  269.688  (m)          884.80   (f) ADJ UNCH    2 2
 NF1079
 NF1079.Superseded values are not recommended for survey control.
 NF1079
 NF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1079.See file dsdata.pdf to determine how the superseded data were derived.
 NF1079
 NF1079_MARKER: DB = BENCH MARK DISK
 NF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1079_STAMPING: 39 DDB 1964
 NF1079_MARK LOGO: USGS
 NF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1079+STABILITY: SURFACE MOTION
 NF1079
 NF1079  HISTORY     - Date     Condition        Report By
 NF1079  HISTORY     - 1964     MONUMENTED       USGS
 NF1079  HISTORY     - 1976     GOOD             MIDH
 NF1079
 NF1079                          STATION DESCRIPTION
 NF1079
 NF1079'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1079'3.5 MI S FROM GRAND LEDGE.
 NF1079'A 1929 USGS GRAND LEDGE, 3.5 MI. S. AND 4.5 MI N. OF POTTERVILLE IN N.
 NF1079'CORNER OF SECTION 35, T4N, R4W, 126 FEET SOUTH AND 35 FEET WEST AND
 NF1079'0.4 FEET HIGHER THAN CENTER OF HARTEL AND STRANGE HIGHWAY.  AT T RD.
 NF1079'WEST 63 FEET SOUTHEAST OF SOUTHEAST CORNER OF OLD RED SCHOOLHOUSE.
 NF1079'17.7 FEET NORTH OF A MAPLE TREE, 10 FEET SOUTH OF GATE ENTRANCE TO
 NF1079'SCHOOL GROUND.  REFERENCE MARK, ON THE SOUTHEAST CORNER OF BOTTOM STEP
 NF1079'OF SCHOOLHOUSE 58 FEET NORTHWEST OF TABLET, A CHISELED SQUARE PAINTED
 NF1079'BM 885.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8424 ***********************************************************************
 AH8424  DESIGNATION -  39101
 AH8424  PID         -  AH8424
 AH8424  STATE/COUNTY-  MI/KALAMAZOO
 AH8424  COUNTRY     -  US
 AH8424  USGS QUAD   -  SCHOOLCRAFT NW (2017)
 AH8424
 AH8424                         *CURRENT SURVEY CONTROL
 AH8424  ______________________________________________________________________
 AH8424* NAD 83(2011) POSITION- 42 08 34.73866(N) 085 38 17.36162(W)   ADJUSTED
 AH8424* NAD 83(2011) ELLIP HT-   237.037 (meters)        (06/27/12)   ADJUSTED
 AH8424* NAD 83(2011) EPOCH   -  2010.00
 AH8424* NAVD 88 ORTHO HEIGHT -   270.028 (meters)      885.92  (feet) ADJUSTED
 AH8424  ______________________________________________________________________
 AH8424  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 AH8424  NAD 83(2011) X  -    360,237.142 (meters)                     COMP
 AH8424  NAD 83(2011) Y  - -4,722,814.230 (meters)                     COMP
 AH8424  NAD 83(2011) Z  -  4,257,552.078 (meters)                     COMP
 AH8424  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AH8424  DYNAMIC HEIGHT  -        269.941 (meters)      885.63  (feet) COMP
 AH8424  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 AH8424
 AH8424  VERT ORDER      -  FIRST     CLASS II
 AH8424
 AH8424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8424  Standards:
 AH8424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8424  -------------------------------------------------------------------
 AH8424  NETWORK    0.45   0.96           0.21   0.14   0.49      0.00368546
 AH8424  -------------------------------------------------------------------
 AH8424  Click here for local accuracies and other accuracy information.
 AH8424
 AH8424.The horizontal coordinates were established by GPS observations
 AH8424.and adjusted by the National Geodetic Survey in June 2012.
 AH8424
 AH8424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8424.been affixed to the stable North American tectonic plate. See 
 AH8424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8424
 AH8424.The horizontal coordinates are valid at the epoch date displayed above
 AH8424.which is a decimal equivalence of Year/Month/Day.
 AH8424
 AH8424.The orthometric height was determined by differential leveling and
 AH8424.adjusted by the NATIONAL GEODETIC SURVEY
 AH8424.in March 2005.
 AH8424
 AH8424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8424.GEOID18 height accuracy estimate available here.
 AH8424
 AH8424.Click photographs - Photos may exist for this station.
 AH8424
 AH8424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8424
 AH8424.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8424
 AH8424.The ellipsoidal height was determined by GPS observations
 AH8424.and is referenced to NAD 83.
 AH8424
 AH8424.The dynamic height is computed by dividing the NAVD 88
 AH8424.geopotential number by the normal gravity value computed on the
 AH8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8424.degrees latitude (g = 980.6199 gals.).
 AH8424
 AH8424.The modeled gravity was interpolated from observed gravity values.
 AH8424
 AH8424. The following values were computed from the NAD 83(2011) position.
 AH8424
 AH8424;                    North         East     Units Scale Factor Converg.
 AH8424;SPC MI S     -    72,215.557 3,894,897.333   MT  0.99999010   -0 51 55.0
 AH8424;SPC MI S     -   236,927.68 12,778,534.56   iFT  0.99999010   -0 51 55.0
 AH8424;UTM  16      - 4,666,549.105   612,532.918   MT  0.99975582   +0 54 49.9
 AH8424
 AH8424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8424!SPC MI S     -   0.99996282  x   0.99999010  =   0.99995293
 AH8424!UTM  16      -   0.99996282  x   0.99975582  =   0.99971865
 AH8424
 AH8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1253266549(NAD 83)
 AH8424
 AH8424                          SUPERSEDED SURVEY CONTROL
 AH8424
 AH8424  NAD 83(2007)-  42 08 34.73876(N)    085 38 17.36253(W) AD(2002.00) 1
 AH8424  ELLIP H (08/07/08)  237.042  (m)                       GP(2002.00) 4 1
 AH8424  NAVD 88             270.03   (m)          885.9    (f) LEVELING    3  
 AH8424
 AH8424.Superseded values are not recommended for survey control.
 AH8424
 AH8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8424.See file dsdata.pdf to determine how the superseded data were derived.
 AH8424
 AH8424_MARKER: DS = TRIANGULATION STATION DISK
 AH8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8424_STAMPING: 39101 1980
 AH8424_MARK LOGO: MIDH
 AH8424_PROJECTION: RECESSED
 AH8424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8424+STABILITY: SURFACE MOTION
 AH8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8424+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2025
 AH8424
 AH8424  HISTORY     - Date     Condition        Report By
 AH8424  HISTORY     - 1980     MONUMENTED       MIDT
 AH8424  HISTORY     - 19930106 GOOD             NGS
 AH8424  HISTORY     - 20010528 GOOD             NGS
 AH8424  HISTORY     - 20050526 GOOD             MIDT
 AH8424  HISTORY     - 20060621 GOOD             MIDT
 AH8424  HISTORY     - 20120719 GOOD             WOOLPT
 AH8424  HISTORY     - 20250709 GOOD             MIDT
 AH8424
 AH8424                          STATION DESCRIPTION
 AH8424
 AH8424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8424'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8424'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8424'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 39.8 M (130.6 FT)
 AH8424'SOUTH OF THE CENTERLINE OF U AVENUE, 27.7 M (90.9 FT) WEST OF THE
 AH8424'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT)
 AH8424'NORTHWEST OF THE NORTHWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8424'12704, 17.1 NORTH-NORTHWEST OF 39101 REFERENCE MARK 2, 16.1 M (52.8
 AH8424'FT) NORTHEAST OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 13.6 M
 AH8424'(44.6 FT) SOUTHWEST OF 39101 REFERENCE MARK 1, 0.3 M (1.0 FT) BELOW
 AH8424'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.05 BELOW THE
 AH8424'GROUND SURFACE.
 AH8424
 AH8424                          STATION RECOVERY (2001)
 AH8424
 AH8424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8424'RECOVERED AS DESCRIBED.
 AH8424
 AH8424                          STATION RECOVERY (2005)
 AH8424
 AH8424'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 AH8424'STATION WAS RECOVERED AS DESCRIBED.
 AH8424
 AH8424                          STATION RECOVERY (2006)
 AH8424
 AH8424'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8424'RECOVERED AS DESCRIBED
 AH8424
 AH8424                          STATION RECOVERY (2012)
 AH8424
 AH8424'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BRC)
 AH8424'RECOVERED IN GOOD CONDITION.
 AH8424
 AH8424                          STATION RECOVERY (2025)
 AH8424
 AH8424'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH8424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8425 ***********************************************************************
 AH8425  DESIGNATION -  39101 RM 1
 AH8425  PID         -  AH8425
 AH8425  STATE/COUNTY-  MI/KALAMAZOO
 AH8425  COUNTRY     -  US
 AH8425  USGS QUAD   -  SCHOOLCRAFT NW (2017)
 AH8425
 AH8425                         *CURRENT SURVEY CONTROL
 AH8425  ______________________________________________________________________
 AH8425* NAD 83(1986) POSITION- 42 08 35.     (N) 085 38 16.     (W)   SCALED
 AH8425* NAVD 88 ORTHO HEIGHT -   270.064 (meters)      886.04  (feet) ADJUSTED
 AH8425  ______________________________________________________________________
 AH8425  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 AH8425  DYNAMIC HEIGHT  -        269.976 (meters)      885.75  (feet) COMP
 AH8425  MODELED GRAVITY -    980,291.2   (mgal)                       NAVD 88
 AH8425
 AH8425  VERT ORDER      -  FIRST     CLASS II
 AH8425
 AH8425.The horizontal coordinates were scaled from a map and have
 AH8425.an estimated accuracy of +/- 6 seconds.
 AH8425
 AH8425.The orthometric height was determined by differential leveling and
 AH8425.adjusted by the NATIONAL GEODETIC SURVEY
 AH8425.in March 2005.
 AH8425
 AH8425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8425.GEOID18 height accuracy estimate available here.
 AH8425
 AH8425.Click photographs - Photos may exist for this station.
 AH8425
 AH8425.The dynamic height is computed by dividing the NAVD 88
 AH8425.geopotential number by the normal gravity value computed on the
 AH8425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8425.degrees latitude (g = 980.6199 gals.).
 AH8425
 AH8425.The modeled gravity was interpolated from observed gravity values.
 AH8425
 AH8425;                    North         East    Units  Estimated Accuracy
 AH8425;SPC MI S     -    72,220.    3,894,930.      MT  (+/- 180 meters Scaled)
 AH8425
 AH8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125665(NAD 83)
 AH8425
 AH8425                          SUPERSEDED SURVEY CONTROL
 AH8425
 AH8425.No superseded survey control is available for this station.
 AH8425
 AH8425_MARKER: DD = SURVEY DISK
 AH8425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8425_STAMPING: 39101 1980 1
 AH8425_MARK LOGO: MIDH
 AH8425_PROJECTION: FLUSH
 AH8425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8425+STABILITY: SURFACE MOTION
 AH8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8425+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8425
 AH8425  HISTORY     - Date     Condition        Report By
 AH8425  HISTORY     - 1980     MONUMENTED       MIDH
 AH8425  HISTORY     - 19930106 GOOD             NGS
 AH8425  HISTORY     - 20010528 GOOD             NGS
 AH8425  HISTORY     - 20060621 GOOD             MIDT
 AH8425  HISTORY     - 20201201 GOOD             ROWEIN
 AH8425
 AH8425                          STATION DESCRIPTION
 AH8425
 AH8425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8425'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8425'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8425'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 31.1 M (102.0 FT)
 AH8425'NORTH OF THE NORTHEAST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8425'12704, 28.6 M (93.8 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 13.9 M
 AH8425'(45.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH8425'HIGHWAY, 13.6 M (44.6 FT) NORTHEAST OF TRIANGULATION STATION 39101,
 AH8425'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AH8425'FLUSH WITH THE GROUND SURFACE.
 AH8425
 AH8425                          STATION RECOVERY (2001)
 AH8425
 AH8425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8425'RECOVERED AS DESCRIBED.
 AH8425
 AH8425                          STATION RECOVERY (2006)
 AH8425
 AH8425'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8425'RECOVERED AS DESCRIBED
 AH8425
 AH8425                          STATION RECOVERY (2020)
 AH8425
 AH8425'RECOVERY NOTE BY ROWE INCORPORATED 2020 (GS)
 AH8425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8426 ***********************************************************************
 AH8426  DESIGNATION -  39101 RM 2
 AH8426  PID         -  AH8426
 AH8426  STATE/COUNTY-  MI/KALAMAZOO
 AH8426  COUNTRY     -  US
 AH8426  USGS QUAD   -  SCHOOLCRAFT NW (2017)
 AH8426
 AH8426                         *CURRENT SURVEY CONTROL
 AH8426  ______________________________________________________________________
 AH8426* NAD 83(1986) POSITION- 42 08 33.     (N) 085 38 16.     (W)   SCALED
 AH8426* NAVD 88 ORTHO HEIGHT -   269.949 (meters)      885.66  (feet) ADJUSTED
 AH8426  ______________________________________________________________________
 AH8426  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 AH8426  DYNAMIC HEIGHT  -        269.861 (meters)      885.37  (feet) COMP
 AH8426  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 AH8426
 AH8426  VERT ORDER      -  FIRST     CLASS II
 AH8426
 AH8426.The horizontal coordinates were scaled from a map and have
 AH8426.an estimated accuracy of +/- 6 seconds.
 AH8426
 AH8426.The orthometric height was determined by differential leveling and
 AH8426.adjusted by the NATIONAL GEODETIC SURVEY
 AH8426.in March 2005.
 AH8426
 AH8426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8426.GEOID18 height accuracy estimate available here.
 AH8426
 AH8426.Click photographs - Photos may exist for this station.
 AH8426
 AH8426.The dynamic height is computed by dividing the NAVD 88
 AH8426.geopotential number by the normal gravity value computed on the
 AH8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8426.degrees latitude (g = 980.6199 gals.).
 AH8426
 AH8426.The modeled gravity was interpolated from observed gravity values.
 AH8426
 AH8426;                    North         East    Units  Estimated Accuracy
 AH8426;SPC MI S     -    72,160.    3,894,930.      MT  (+/- 180 meters Scaled)
 AH8426
 AH8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125664(NAD 83)
 AH8426
 AH8426                          SUPERSEDED SURVEY CONTROL
 AH8426
 AH8426.No superseded survey control is available for this station.
 AH8426
 AH8426_MARKER: DD = SURVEY DISK
 AH8426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8426_STAMPING: 39101 1980 2
 AH8426_MARK LOGO: MIDH
 AH8426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8426+STABILITY: SURFACE MOTION
 AH8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8426+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8426
 AH8426  HISTORY     - Date     Condition        Report By
 AH8426  HISTORY     - 1980     MONUMENTED       MIDH
 AH8426  HISTORY     - 19930106 GOOD             NGS
 AH8426  HISTORY     - 20010528 GOOD             NGS
 AH8426  HISTORY     - 20060621 GOOD             MIDT
 AH8426
 AH8426                          STATION DESCRIPTION
 AH8426
 AH8426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8426'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8426'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8426'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 56.8 M (186.4 FT)
 AH8426'SOUTH OF THE CENTERLINE OF THE AVENUE, 22.1 M (72.5 FT) WEST OF THE
 AH8426'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 17.1 M (56.1 FT)
 AH8426'SOUTH-SOUTHEAST OF TRIANGULATION STATION 39101, 12.9 M (42.3 FT) EAST
 AH8426'OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 3.6 M (11.8 FT)
 AH8426'NORTHWEST OF THE NORTWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8426'12074, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AH8426'IS FLUSH WITH THE GROUND SURFACE.
 AH8426
 AH8426                          STATION RECOVERY (2001)
 AH8426
 AH8426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8426'RECOVERED AS DESCRIBED.
 AH8426
 AH8426                          STATION RECOVERY (2006)
 AH8426
 AH8426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8426'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3846 ***********************************************************************
 AA3846  DESIGNATION -  39200
 AA3846  PID         -  AA3846
 AA3846  STATE/COUNTY-  MI/KALAMAZOO
 AA3846  COUNTRY     -  US
 AA3846  USGS QUAD   -  KALAMAZOO NE (2017)
 AA3846
 AA3846                         *CURRENT SURVEY CONTROL
 AA3846  ______________________________________________________________________
 AA3846* NAD 83(2011) POSITION- 42 24 52.51419(N) 085 31 00.05176(W)   ADJUSTED
 AA3846* NAD 83(2011) ELLIP HT-   257.460 (meters)        (06/27/12)   ADJUSTED
 AA3846* NAD 83(2011) EPOCH   -  2010.00
 AA3846* NAVD 88 ORTHO HEIGHT -   290.6   (meters)      953.    (feet) GPS OBS
 AA3846  ______________________________________________________________________
 AA3846  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3846  GEOID HEIGHT    -         -33.03 (meters)                     GEOID93
 AA3846  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 AA3846  NAD 83(2011) X  -    368,663.936 (meters)                     COMP
 AA3846  NAD 83(2011) Y  - -4,701,820.108 (meters)                     COMP
 AA3846  NAD 83(2011) Z  -  4,279,888.446 (meters)                     COMP
 AA3846  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AA3846
 AA3846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3846  Standards:
 AA3846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3846  -------------------------------------------------------------------
 AA3846  NETWORK    4.04   2.78           1.25   1.90   1.42     -0.18070440
 AA3846  -------------------------------------------------------------------
 AA3846  Click here for local accuracies and other accuracy information.
 AA3846
 AA3846.The horizontal coordinates were established by GPS observations
 AA3846.and adjusted by the National Geodetic Survey in June 2012.
 AA3846
 AA3846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3846.been affixed to the stable North American tectonic plate. See 
 AA3846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3846
 AA3846.The horizontal coordinates are valid at the epoch date displayed above
 AA3846.which is a decimal equivalence of Year/Month/Day.
 AA3846
 AA3846.The orthometric height was determined by GPS observations and a
 AA3846.high-resolution geoid model.
 AA3846
 AA3846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3846.GEOID18 height accuracy estimate available here.
 AA3846
 AA3846.Click photographs - Photos may exist for this station.
 AA3846
 AA3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3846
 AA3846.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3846
 AA3846.The ellipsoidal height was determined by GPS observations
 AA3846.and is referenced to NAD 83.
 AA3846
 AA3846. The following values were computed from the NAD 83(2011) position.
 AA3846
 AA3846;                    North         East     Units Scale Factor Converg.
 AA3846;SPC MI S     -   102,236.692 3,905,349.990   MT  0.99994037   -0 46 57.4
 AA3846;SPC MI S     -   335,422.22 12,812,828.05   iFT  0.99994037   -0 46 57.4
 AA3846;UTM  16      - 4,696,874.734   622,045.579   MT  0.99978327   +1 00 02.2
 AA3846
 AA3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3846!SPC MI S     -   0.99995962  x   0.99994037  =   0.99990000
 AA3846!UTM  16      -   0.99995962  x   0.99978327  =   0.99974290
 AA3846
 AA3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2204596874(NAD 83)
 AA3846
 AA3846                          SUPERSEDED SURVEY CONTROL
 AA3846
 AA3846  NAD 83(2007)-  42 24 52.51433(N)    085 31 00.05265(W) AD(2002.00) 0
 AA3846  ELLIP H (02/10/07)  257.475  (m)                       GP(2002.00)    
 AA3846  ELLIP H (07/17/02)  257.484  (m)                       GP(       ) 4 1
 AA3846  NAD 83(1994)-  42 24 52.51424(N)    085 31 00.05333(W) AD(       ) 1
 AA3846  ELLIP H (02/03/97)  257.482  (m)                       GP(       ) 4 1
 AA3846  NAD 83(1991)-  42 24 52.51433(N)    085 31 00.06683(W) AD(       ) 1
 AA3846
 AA3846.Superseded values are not recommended for survey control.
 AA3846
 AA3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3846.See file dsdata.pdf to determine how the superseded data were derived.
 AA3846
 AA3846_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3846_STAMPING: 39200 1992
 AA3846_MARK LOGO: MIDH
 AA3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3846+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2009
 AA3846
 AA3846  HISTORY     - Date     Condition        Report By
 AA3846  HISTORY     - 1992     MONUMENTED       MIDH
 AA3846  HISTORY     - 20091208 GOOD             GEOCAC
 AA3846
 AA3846                          STATION DESCRIPTION
 AA3846
 AA3846'DESCRIBED BY MI DEPT OF HIGHWAYS 1992
 AA3846'STATION IS LOCATED IN QUAD 420853 ON THE KALAMAZOO NE QUADRANGLE MAP.
 AA3846'IT IS IN THE NORTHEAST 1/4 OF SECTION 6 (NEAR THE EAST SECTION LINE),
 AA3846'T-1-S, R-10-W, RICHLAND TOWNSHIP.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF
 AA3846'RICHLAND, ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF PLAINWELL AND ABOUT 10.5
 AA3846'MI (16.9 KM) NORTHEAST OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH
 AA3846'THE STATION FROM JUNCTION OF STATE HIGHWAYS M-89 AND M-43, IN THE
 AA3846'CENTER OF RICHLAND, GO NORTH ALONG STATE HIGHWAYS M-89 AND M-43 FOR
 AA3846'1.0 MI (1.6 KM) TO WHERE HIGHWAY M-89 GOES WEST AND HIGHWAY M-43
 AA3846'CONTINUES NORTH.  TURN LEFT AND GO WEST ALONG STATE HIGHWAY M-89 FOR
 AA3846'3.8 MI (6.1 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AA3846'48.0 FT (14.6 M) NORTH FROM CENTER OF STATE HIGHWAY M-89, 146.0 FT
 AA3846'(44.5 M) WEST FROM CENTER OF DRIVEWAY TO EAST, AND 174.0 FT (53.0 M)
 AA3846'EASTERLY FROM UTILITY POLE. THERE IS NO WITNESS POST SET AT REQUEST OF
 AA3846'ADJACENT PROPERTY OWNER, J. AND M. MERICA. NOTE - STATION IS ON STATE
 AA3846'HIGHWAY M-89 RIGHT-OF-WAY, ADJACENT TO PROPERTY OWNED, OCCUPIED AND
 AA3846'CARED FOR BY JOSEPH AND DOROTHY MERICA, OF 5855 M-89, RICHLAND, MI,
 AA3846'PHONE NO 616-629-4455.  CONTACT ABOVE OWNERS BEFORE USING POINT AND
 AA3846'KEEP VEHICLE ON HIGHWAY SHOULDER.
 AA3846
 AA3846                          STATION RECOVERY (2009)
 AA3846
 AA3846'RECOVERY NOTE BY GEOCACHING 2009 (RJB)
 AA3846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3847 ***********************************************************************
 AA3847  DESIGNATION -  39201
 AA3847  PID         -  AA3847
 AA3847  STATE/COUNTY-  MI/KALAMAZOO
 AA3847  COUNTRY     -  US
 AA3847  USGS QUAD   -  KALAMAZOO NE (2017)
 AA3847
 AA3847                         *CURRENT SURVEY CONTROL
 AA3847  ______________________________________________________________________
 AA3847* NAD 83(2011) POSITION- 42 24 11.81173(N) 085 30 21.60107(W)   ADJUSTED
 AA3847* NAD 83(2011) ELLIP HT-   238.336 (meters)        (06/27/12)   ADJUSTED
 AA3847* NAD 83(2011) EPOCH   -  2010.00
 AA3847* NAVD 88 ORTHO HEIGHT -   271.5   (meters)      891.    (feet) GPS OBS
 AA3847  ______________________________________________________________________
 AA3847  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3847  GEOID HEIGHT    -         -33.03 (meters)                     GEOID93
 AA3847  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 AA3847  NAD 83(2011) X  -    369,605.679 (meters)                     COMP
 AA3847  NAD 83(2011) Y  - -4,702,581.662 (meters)                     COMP
 AA3847  NAD 83(2011) Z  -  4,278,948.211 (meters)                     COMP
 AA3847  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 AA3847
 AA3847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3847  Standards:
 AA3847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3847  -------------------------------------------------------------------
 AA3847  NETWORK    4.05   2.80           1.26   1.90   1.43     -0.17719647
 AA3847  -------------------------------------------------------------------
 AA3847  Click here for local accuracies and other accuracy information.
 AA3847
 AA3847.The horizontal coordinates were established by GPS observations
 AA3847.and adjusted by the National Geodetic Survey in June 2012.
 AA3847
 AA3847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3847.been affixed to the stable North American tectonic plate. See 
 AA3847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3847
 AA3847.The horizontal coordinates are valid at the epoch date displayed above
 AA3847.which is a decimal equivalence of Year/Month/Day.
 AA3847
 AA3847.The orthometric height was determined by GPS observations and a
 AA3847.high-resolution geoid model.
 AA3847
 AA3847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3847.GEOID18 height accuracy estimate available here.
 AA3847
 AA3847.Click photographs - Photos may exist for this station.
 AA3847
 AA3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3847
 AA3847.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3847
 AA3847.The ellipsoidal height was determined by GPS observations
 AA3847.and is referenced to NAD 83.
 AA3847
 AA3847. The following values were computed from the NAD 83(2011) position.
 AA3847
 AA3847;                    North         East     Units Scale Factor Converg.
 AA3847;SPC MI S     -   100,969.018 3,906,212.003   MT  0.99994200   -0 46 31.3
 AA3847;SPC MI S     -   331,263.18 12,815,656.18   iFT  0.99994200   -0 46 31.3
 AA3847;UTM  16      - 4,695,634.690   622,946.478   MT  0.99978598   +1 00 27.3
 AA3847
 AA3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3847!SPC MI S     -   0.99996262  x   0.99994200  =   0.99990462
 AA3847!UTM  16      -   0.99996262  x   0.99978598  =   0.99974861
 AA3847
 AA3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2294695634(NAD 83)
 AA3847
 AA3847                          SUPERSEDED SURVEY CONTROL
 AA3847
 AA3847  NAD 83(2007)-  42 24 11.81187(N)    085 30 21.60195(W) AD(2002.00) 0
 AA3847  ELLIP H (02/10/07)  238.351  (m)                       GP(2002.00)    
 AA3847  ELLIP H (07/17/02)  238.359  (m)                       GP(       ) 4 1
 AA3847  NAD 83(1994)-  42 24 11.81177(N)    085 30 21.60264(W) AD(       ) 1
 AA3847  ELLIP H (02/03/97)  238.358  (m)                       GP(       ) 4 1
 AA3847  NAD 83(1991)-  42 24 11.81187(N)    085 30 21.61613(W) AD(       ) 1
 AA3847
 AA3847.Superseded values are not recommended for survey control.
 AA3847
 AA3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3847.See file dsdata.pdf to determine how the superseded data were derived.
 AA3847
 AA3847_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3847_STAMPING: 39201 1992
 AA3847_MARK LOGO: MIDH
 AA3847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3847
 AA3847  HISTORY     - Date     Condition        Report By
 AA3847  HISTORY     - 1992     MONUMENTED       MIDH
 AA3847
 AA3847                          STATION DESCRIPTION
 AA3847
 AA3847'DESCRIBED BY MI DEPT OF HIGHWAYS 1992
 AA3847'THE STATION IS LOCATED IN QUAD 420852 ON THE KALAMAZOO NE QUADRANGLE.
 AA3847'STATION IS IN THE NORTHWEST 1/4 SECTION 8, T-1-S, R-10-W, RICHLAND
 AA3847'TOWNSHIP.  ABOUT 3.2 MI (5.1 KM) NORTHWEST OF RICHLAND, ABOUT 7.4 MI
 AA3847'(11.9 KM) SOUTHEAST OF PLAINWELL, AND ABOUT 10.0 MI (16.1 KM)
 AA3847'NORTHEAST OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION
 AA3847'FROM THE JUNCTION OF STATE HIGHWAYS M-89 AND M-43, IN THE CENTER OF
 AA3847'THE VILLAGE OF RICHLAND, GO NORTH ALONG STATE HIGHWAYS M-89 AND M-43
 AA3847'FOR 1.0 MI (1.6 KM) TO WHERE HIGHWAY M-89 GOES WEST AND  HIGHWAY M-43
 AA3847'CONTINUES NORTH. TURN LEFT AND GO WEST ALONG STATE HIGHWAY M-89 FOR
 AA3847'2.9 MI (4.7 KM) TO THE STATION ON THE LEFT, AS DESCRIBED. STATION IS
 AA3847'48.0 FT (14.6 M) SOUTH FROM CENTER OF STATE HIGHWAY M-89, 12.0 FT (3.7
 AA3847'M) SOUTH FROM CENTER OF DITCH, 45.5 FT (13.9 M) SOUTHWEST FROM
 AA3847'SOUTHERLY POST FOR 27TH STREET SIGN, AND 1.5 FT (0.5 M) NORTH FROM
 AA3847'METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3848 ***********************************************************************
 AA3848  DESIGNATION -  39202
 AA3848  PID         -  AA3848
 AA3848  STATE/COUNTY-  MI/KALAMAZOO
 AA3848  COUNTRY     -  US
 AA3848  USGS QUAD   -  DELTON (2017)
 AA3848
 AA3848                         *CURRENT SURVEY CONTROL
 AA3848  ______________________________________________________________________
 AA3848* NAD 83(2011) POSITION- 42 22 30.84035(N) 085 26 09.78283(W)   ADJUSTED
 AA3848* NAD 83(2011) ELLIP HT-   242.978 (meters)        (06/27/12)   ADJUSTED
 AA3848* NAD 83(2011) EPOCH   -  2010.00
 AA3848* NAVD 88 ORTHO HEIGHT -   276.2   (meters)      906.    (feet) GPS OBS
 AA3848  ______________________________________________________________________
 AA3848  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3848  GEOID HEIGHT    -         -33.07 (meters)                     GEOID93
 AA3848  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 AA3848  NAD 83(2011) X  -    375,513.957 (meters)                     COMP
 AA3848  NAD 83(2011) Y  - -4,704,224.154 (meters)                     COMP
 AA3848  NAD 83(2011) Z  -  4,276,650.163 (meters)                     COMP
 AA3848  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 AA3848
 AA3848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3848  Standards:
 AA3848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3848  -------------------------------------------------------------------
 AA3848  NETWORK    4.04   2.72           1.25   1.90   1.39     -0.17674831
 AA3848  -------------------------------------------------------------------
 AA3848  Click here for local accuracies and other accuracy information.
 AA3848
 AA3848.The horizontal coordinates were established by GPS observations
 AA3848.and adjusted by the National Geodetic Survey in June 2012.
 AA3848
 AA3848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3848.been affixed to the stable North American tectonic plate. See 
 AA3848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3848
 AA3848.The horizontal coordinates are valid at the epoch date displayed above
 AA3848.which is a decimal equivalence of Year/Month/Day.
 AA3848
 AA3848.The orthometric height was determined by GPS observations and a
 AA3848.high-resolution geoid model.
 AA3848
 AA3848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3848.GEOID18 height accuracy estimate available here.
 AA3848
 AA3848.Click photographs - Photos may exist for this station.
 AA3848
 AA3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3848
 AA3848.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3848
 AA3848.The ellipsoidal height was determined by GPS observations
 AA3848.and is referenced to NAD 83.
 AA3848
 AA3848. The following values were computed from the NAD 83(2011) position.
 AA3848
 AA3848;                    North         East     Units Scale Factor Converg.
 AA3848;SPC MI S     -    97,778.363 3,911,930.239   MT  0.99994621   -0 43 39.9
 AA3848;SPC MI S     -   320,795.15 12,834,416.79   iFT  0.99994621   -0 43 39.9
 AA3848;UTM  16      - 4,692,623.892   628,760.324   MT  0.99980399   +1 03 15.2
 AA3848
 AA3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3848!SPC MI S     -   0.99996189  x   0.99994621  =   0.99990811
 AA3848!UTM  16      -   0.99996189  x   0.99980399  =   0.99976589
 AA3848
 AA3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2876092623(NAD 83)
 AA3848
 AA3848                          SUPERSEDED SURVEY CONTROL
 AA3848
 AA3848  NAD 83(2007)-  42 22 30.84049(N)    085 26 09.78371(W) AD(2002.00) 0
 AA3848  ELLIP H (02/10/07)  242.993  (m)                       GP(2002.00)    
 AA3848  ELLIP H (07/17/02)  243.003  (m)                       GP(       ) 4 1
 AA3848  NAD 83(1994)-  42 22 30.84039(N)    085 26 09.78440(W) AD(       ) 1
 AA3848  ELLIP H (02/03/97)  243.001  (m)                       GP(       ) 4 1
 AA3848  NAD 83(1991)-  42 22 30.84049(N)    085 26 09.79789(W) AD(       ) 1
 AA3848
 AA3848.Superseded values are not recommended for survey control.
 AA3848
 AA3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3848.See file dsdata.pdf to determine how the superseded data were derived.
 AA3848
 AA3848_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3848_STAMPING: 39202 1992
 AA3848_MARK LOGO: MIDH
 AA3848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3848+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3848
 AA3848  HISTORY     - Date     Condition        Report By
 AA3848  HISTORY     - 1992     MONUMENTED       MIDH
 AA3848
 AA3848                          STATION DESCRIPTION
 AA3848
 AA3848'DESCRIBED BY MI DEPT OF HIGHWAYS 1992
 AA3848'STATION IS LOCATED IN QUAD 420852, ON THE DELTON QUADRANGLE MAP. IT IS
 AA3848'IN THE SOUTHEAST 1/4 SECTION 23, T-1-S, R-10-W, RICHLAND TOWNSHIP.
 AA3848'ABOUT 1.0 MI (1.6 KM) EAST OF RICHLAND, ABOUT 6.0 MI (9.7 KM)
 AA3848'NORTHERLY OF GALESBURG AND ABOUT 10.5 MI (16.9 KM) NORTHEAST OF THE
 AA3848'COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION FROM THE
 AA3848'INTERSECTION OF STATE HIGHWAYS M-89 AND M-43, IN THE CENTER OF THE
 AA3848'VILLAGE OF RICHLAND, GO EAST ALONG STATE HIGHWAY M-89 FOR 1.0 MI (1.6
 AA3848'KM) TO THE STATION ON THE RIGHT, AS DESCRIBED. STATION IS 38.0 FT
 AA3848'(11.6 M) SOUTH FROM CENTER OF STATE HIGHWAY M-89, 104.0 FT (31.7 M)
 AA3848'NORTHWESTERLY FROM A JUNIPER TREE, 186.0 FT (56.7 M) WEST FROM CENTER
 AA3848'OF 34TH STREET AND 2 FT (0.6 M) NORTH FROM METAL WITNESS POST WITH
 AA3848'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3849 ***********************************************************************
 AA3849  DESIGNATION -  39203
 AA3849  PID         -  AA3849
 AA3849  STATE/COUNTY-  MI/KALAMAZOO
 AA3849  COUNTRY     -  US
 AA3849  USGS QUAD   -  GALESBURG (2017)
 AA3849
 AA3849                         *CURRENT SURVEY CONTROL
 AA3849  ______________________________________________________________________
 AA3849* NAD 83(2011) POSITION- 42 22 24.79627(N) 085 24 38.87608(W)   ADJUSTED
 AA3849* NAD 83(2011) ELLIP HT-   239.824 (meters)        (06/27/12)   ADJUSTED
 AA3849* NAD 83(2011) EPOCH   -  2010.00
 AA3849* NAVD 88 ORTHO HEIGHT -   273.1   (meters)      896.    (feet) GPS OBS
 AA3849  ______________________________________________________________________
 AA3849  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3849  GEOID HEIGHT    -         -33.10 (meters)                     GEOID93
 AA3849  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 AA3849  NAD 83(2011) X  -    377,597.076 (meters)                     COMP
 AA3849  NAD 83(2011) Y  - -4,704,181.169 (meters)                     COMP
 AA3849  NAD 83(2011) Z  -  4,276,510.259 (meters)                     COMP
 AA3849  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AA3849
 AA3849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3849  Standards:
 AA3849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3849  -------------------------------------------------------------------
 AA3849  NETWORK    4.05   2.76           1.26   1.90   1.41     -0.17667511
 AA3849  -------------------------------------------------------------------
 AA3849  Click here for local accuracies and other accuracy information.
 AA3849
 AA3849.The horizontal coordinates were established by GPS observations
 AA3849.and adjusted by the National Geodetic Survey in June 2012.
 AA3849
 AA3849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3849.been affixed to the stable North American tectonic plate. See 
 AA3849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3849
 AA3849.The horizontal coordinates are valid at the epoch date displayed above
 AA3849.which is a decimal equivalence of Year/Month/Day.
 AA3849
 AA3849.The orthometric height was determined by GPS observations and a
 AA3849.high-resolution geoid model.
 AA3849
 AA3849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3849.GEOID18 height accuracy estimate available here.
 AA3849
 AA3849.Click photographs - Photos may exist for this station.
 AA3849
 AA3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3849
 AA3849.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3849
 AA3849.The ellipsoidal height was determined by GPS observations
 AA3849.and is referenced to NAD 83.
 AA3849
 AA3849. The following values were computed from the NAD 83(2011) position.
 AA3849
 AA3849;                    North         East     Units Scale Factor Converg.
 AA3849;SPC MI S     -    97,565.790 3,914,007.451   MT  0.99994646   -0 42 38.0
 AA3849;SPC MI S     -   320,097.74 12,841,231.79   iFT  0.99994646   -0 42 38.0
 AA3849;UTM  16      - 4,692,476.032   630,842.852   MT  0.99981064   +1 04 16.4
 AA3849
 AA3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3849!SPC MI S     -   0.99996239  x   0.99994646  =   0.99990885
 AA3849!UTM  16      -   0.99996239  x   0.99981064  =   0.99977304
 AA3849
 AA3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3084292476(NAD 83)
 AA3849
 AA3849                          SUPERSEDED SURVEY CONTROL
 AA3849
 AA3849  NAD 83(2007)-  42 22 24.79641(N)    085 24 38.87697(W) AD(2002.00) 0
 AA3849  ELLIP H (02/10/07)  239.840  (m)                       GP(2002.00)    
 AA3849  ELLIP H (07/17/02)  239.849  (m)                       GP(       ) 4 1
 AA3849  NAD 83(1994)-  42 22 24.79632(N)    085 24 38.87765(W) AD(       ) 1
 AA3849  ELLIP H (02/03/97)  239.847  (m)                       GP(       ) 4 1
 AA3849  NAD 83(1991)-  42 22 24.79643(N)    085 24 38.89115(W) AD(       ) 1
 AA3849
 AA3849.Superseded values are not recommended for survey control.
 AA3849
 AA3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3849.See file dsdata.pdf to determine how the superseded data were derived.
 AA3849
 AA3849_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3849_STAMPING: 39203 1992
 AA3849_MARK LOGO: MIDH
 AA3849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3849+STABILITY: SURFACE MOTION
 AA3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3849+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3849
 AA3849  HISTORY     - Date     Condition        Report By
 AA3849  HISTORY     - 1992     MONUMENTED       MIDH
 AA3849
 AA3849                          STATION DESCRIPTION
 AA3849
 AA3849'DESCRIBED BY MI DEPT OF HIGHWAYS 1992
 AA3849'THE STATION IS LOCATED IN QUAD 420852 ON THE GALESBURG QUADRANGLE. IT
 AA3849'IS IN NORTHWEST 1/4 SECTION 19, T-1-S, R-9-W, ROSS TOWNSHIP.  ABOUT
 AA3849'4.3 MI (6.9 KM) EAST-SOUTHEAST OF RICHLAND, AND ABOUT 5.6 MI (9.0 KM)
 AA3849'NORTH OF GALESBURG AND ABOUT 3.8 MI (6.1 KM) NORTHWEST OF AUGUSTA. TO
 AA3849'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-89 AND M-43,
 AA3849'IN THE CENTER OF THE VILLAGE OF RICHLAND, GO EAST ALONG STATE HIGHWAY
 AA3849'M-89 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 AA3849'STATION IS 32.0 FT (9.8 M) NORTH FROM THE CENTER OF STATE HIGHWAY
 AA3849'M-89, 48.5 FT (14.8 M) SOUTH FROM AN OLD FARM FENCE, 118.0 FT (36.0 M)
 AA3849'WEST OF WESTERLY GUARD RAIL POST, 5.0 FT (1.5 M) NORTH FROM CENTER OF
 AA3849'DITCH AND 2.0 FT (0.6 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5230 ***********************************************************************
 DL5230  DESIGNATION -  39301
 DL5230  PID         -  DL5230
 DL5230  STATE/COUNTY-  MI/KALAMAZOO
 DL5230  COUNTRY     -  US
 DL5230  USGS QUAD   -  KALAMAZOO SW (2017)
 DL5230
 DL5230                         *CURRENT SURVEY CONTROL
 DL5230  ______________________________________________________________________
 DL5230* NAD 83(2011) POSITION- 42 18 17.80392(N) 085 39 49.65594(W)   ADJUSTED
 DL5230* NAD 83(2011) ELLIP HT-   265.785 (meters)        (06/27/12)   ADJUSTED
 DL5230* NAD 83(2011) EPOCH   -  2010.00
 DL5230* NAVD 88 ORTHO HEIGHT -   298.802 (meters)      980.32  (feet) ADJUSTED
 DL5230  ______________________________________________________________________
 DL5230  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 DL5230  NAD 83(2011) X  -    357,211.311 (meters)                     COMP
 DL5230  NAD 83(2011) Y  - -4,710,940.202 (meters)                     COMP
 DL5230  NAD 83(2011) Z  -  4,270,894.249 (meters)                     COMP
 DL5230  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DL5230  DYNAMIC HEIGHT  -        298.710 (meters)      980.02  (feet) COMP
 DL5230  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 DL5230
 DL5230  VERT ORDER      -  FIRST     CLASS II
 DL5230
 DL5230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5230  Standards:
 DL5230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5230  -------------------------------------------------------------------
 DL5230  NETWORK    0.38   0.73           0.18   0.11   0.37      0.12580132
 DL5230  -------------------------------------------------------------------
 DL5230  Click here for local accuracies and other accuracy information.
 DL5230
 DL5230.The horizontal coordinates were established by GPS observations
 DL5230.and adjusted by the National Geodetic Survey in June 2012.
 DL5230
 DL5230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5230.been affixed to the stable North American tectonic plate. See 
 DL5230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5230
 DL5230.The horizontal coordinates are valid at the epoch date displayed above
 DL5230.which is a decimal equivalence of Year/Month/Day.
 DL5230
 DL5230.The orthometric height was determined by differential leveling and
 DL5230.adjusted by the NATIONAL GEODETIC SURVEY
 DL5230.in October 2009.
 DL5230
 DL5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5230.GEOID18 height accuracy estimate available here.
 DL5230
 DL5230.Click photographs - Photos may exist for this station.
 DL5230
 DL5230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5230
 DL5230.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5230
 DL5230.The ellipsoidal height was determined by GPS observations
 DL5230.and is referenced to NAD 83.
 DL5230
 DL5230.The dynamic height is computed by dividing the NAVD 88
 DL5230.geopotential number by the normal gravity value computed on the
 DL5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5230.degrees latitude (g = 980.6199 gals.).
 DL5230
 DL5230.The modeled gravity was interpolated from observed gravity values.
 DL5230
 DL5230. The following values were computed from the NAD 83(2011) position.
 DL5230
 DL5230;                    North         East     Units Scale Factor Converg.
 DL5230;SPC MI S     -    90,235.688 3,893,055.444   MT  0.99995778   -0 52 57.8
 DL5230;SPC MI S     -   296,048.85 12,772,491.61   iFT  0.99995778   -0 52 57.8
 DL5230;UTM  16      - 4,684,499.336   610,132.495   MT  0.99974924   +0 53 58.1
 DL5230
 DL5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5230!SPC MI S     -   0.99995832  x   0.99995778  =   0.99991610
 DL5230!UTM  16      -   0.99995832  x   0.99974924  =   0.99970757
 DL5230
 DL5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1013284499(NAD 83)
 DL5230
 DL5230                          SUPERSEDED SURVEY CONTROL
 DL5230
 DL5230  NAD 83(2007)-  42 18 17.80423(N)    085 39 49.65673(W) AD(2002.00) B
 DL5230  ELLIP H (10/19/09)  265.784  (m)                       GP(2002.00) 1 1
 DL5230
 DL5230.Superseded values are not recommended for survey control.
 DL5230
 DL5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5230.See file dsdata.pdf to determine how the superseded data were derived.
 DL5230
 DL5230_MARKER: DD = SURVEY DISK
 DL5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5230_STAMPING: 39301
 DL5230_MARK LOGO: MIDT
 DL5230_PROJECTION: FLUSH
 DL5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5230+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2019
 DL5230
 DL5230  HISTORY     - Date     Condition        Report By
 DL5230  HISTORY     - UNK      MONUMENTED       MIDT
 DL5230  HISTORY     - 20080505 GOOD             COLEM
 DL5230  HISTORY     - 20120719 GOOD             WOOLPT
 DL5230  HISTORY     - 20191205 GOOD             MIDT
 DL5230
 DL5230                          STATION DESCRIPTION
 DL5230
 DL5230'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 (MAIN
 DL5230'STREET) WITH US HIGHWAY 131 (EXIT 38) ON THE WEST SIDE OF KALAMAZOO,
 DL5230'MICHIGAN, GO NORTH ON US HIGHWAY 131 FOR 0.6 MI (1.0 KM) TO THE
 DL5230'STATION ON THE LEFT.
 DL5230'
 DL5230'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY POINT
 DL5230'DISK SET IN THE TOP OF A CONCRETE MONUMENT IN THE MEDIAN OF US HIGHWAY
 DL5230'131.
 DL5230'
 DL5230'THE STATION IS 37 FT (11.3 M) SOUTH OF A MEDIAN CROSSING, 27 FT (8.2
 DL5230'M) EAST OF THE EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF US HIGHWAY
 DL5230'131, 22.5 FT (6.9 M) WEST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND
 DL5230'LANES OF US HIGHWAY 131, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL5230'CARSONITE WITNESS POST.
 DL5230
 DL5230                          STATION RECOVERY (2012)
 DL5230
 DL5230'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BRC)
 DL5230'RECOVERED IN GOOD CONDITION.
 DL5230
 DL5230                          STATION RECOVERY (2019)
 DL5230
 DL5230'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (JB)
 DL5230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5229 ***********************************************************************
 DL5229  DESIGNATION -  39302
 DL5229  PID         -  DL5229
 DL5229  STATE/COUNTY-  MI/KALAMAZOO
 DL5229  COUNTRY     -  US
 DL5229  USGS QUAD   -  OTSEGO (2017)
 DL5229
 DL5229                         *CURRENT SURVEY CONTROL
 DL5229  ______________________________________________________________________
 DL5229* NAD 83(1986) POSITION- 42 22 41.15   (N) 085 39 20.48   (W)   HD_HELD1
 DL5229* NAVD 88 ORTHO HEIGHT -   290.175 (meters)      952.02  (feet) ADJUSTED
 DL5229  ______________________________________________________________________
 DL5229  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 DL5229  DYNAMIC HEIGHT  -        290.088 (meters)      951.73  (feet) COMP
 DL5229  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 DL5229
 DL5229  VERT ORDER      -  FIRST     CLASS II
 DL5229
 DL5229.The horizontal coordinates were determined by differentially corrected
 DL5229.hand held GPS observations or other comparable positioning techniques
 DL5229.and have an estimated accuracy of +/- 3 meters.
 DL5229
 DL5229.The orthometric height was determined by differential leveling and
 DL5229.adjusted by the NATIONAL GEODETIC SURVEY
 DL5229.in October 2009.
 DL5229
 DL5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5229.GEOID18 height accuracy estimate available here.
 DL5229
 DL5229.Click photographs - Photos may exist for this station.
 DL5229
 DL5229.The dynamic height is computed by dividing the NAVD 88
 DL5229.geopotential number by the normal gravity value computed on the
 DL5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5229.degrees latitude (g = 980.6199 gals.).
 DL5229
 DL5229.The modeled gravity was interpolated from observed gravity values.
 DL5229
 DL5229;                    North         East    Units  Estimated Accuracy
 DL5229;SPC MI S     -    98,349.8   3,893,848.0     MT  (+/- 3 meters HH1 GPS) 
 DL5229
 DL5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1067292632(NAD 83)
 DL5229
 DL5229                          SUPERSEDED SURVEY CONTROL
 DL5229
 DL5229.No superseded survey control is available for this station.
 DL5229
 DL5229_MARKER: DD = SURVEY DISK
 DL5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5229_STAMPING: 39302
 DL5229_MARK LOGO: MIDT
 DL5229_PROJECTION: RECESSED 8 CENTIMETERS
 DL5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5229+STABILITY: SURFACE MOTION
 DL5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5229+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DL5229
 DL5229  HISTORY     - Date     Condition        Report By
 DL5229  HISTORY     - UNK      MONUMENTED       MIDT
 DL5229  HISTORY     - 20080505 GOOD             COLEM
 DL5229  HISTORY     - 20230328 MARK NOT FOUND   MIDT
 DL5229
 DL5229                          STATION DESCRIPTION
 DL5229
 DL5229'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5229'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH D AVENUE
 DL5229'ABOUT 5 MI (8.0 KM) SOUTH OF PLAINWELL, MICHIGAN, GO NORTH ON US
 DL5229'HIGHWAY 131 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL5229'
 DL5229'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY POINT
 DL5229'DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 DL5229'
 DL5229'THE STATION IS 47.3 FT (14.4 M) EAST OF THE EDGE OF THE CONCRETE
 DL5229'SHOULDER OF THE NORTHBOUND LANES OF US HIGHWAY 131, 50.5 FT (15.4 M)
 DL5229'SOUTHWEST OF THE NORTHERN MOST PINE TREE IN A LINE OF PINES TO THE
 DL5229'EAST OF THE STATION, 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 DL5229'WITNESS POST.
 DL5229
 DL5229                          STATION RECOVERY (2023)
 DL5229
 DL5229'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DL5229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5228 ***********************************************************************
 DL5228  DESIGNATION -  39303
 DL5228  PID         -  DL5228
 DL5228  STATE/COUNTY-  MI/KALAMAZOO
 DL5228  COUNTRY     -  US
 DL5228  USGS QUAD   -  OTSEGO (2017)
 DL5228
 DL5228                         *CURRENT SURVEY CONTROL
 DL5228  ______________________________________________________________________
 DL5228* NAD 83(2011) POSITION- 42 24 06.01566(N) 085 39 35.20295(W)   ADJUSTED
 DL5228* NAD 83(2011) ELLIP HT-   206.195 (meters)        (06/27/12)   ADJUSTED
 DL5228* NAD 83(2011) EPOCH   -  2010.00
 DL5228* NAVD 88 ORTHO HEIGHT -   239.309 (meters)      785.13  (feet) ADJUSTED
 DL5228  ______________________________________________________________________
 DL5228  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 DL5228  NAD 83(2011) X  -    356,990.258 (meters)                     COMP
 DL5228  NAD 83(2011) Y  - -4,703,653.314 (meters)                     COMP
 DL5228  NAD 83(2011) Z  -  4,278,794.470 (meters)                     COMP
 DL5228  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 DL5228  DYNAMIC HEIGHT  -        239.238 (meters)      784.90  (feet) COMP
 DL5228  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 DL5228
 DL5228  VERT ORDER      -  FIRST     CLASS II
 DL5228
 DL5228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5228  Standards:
 DL5228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5228  -------------------------------------------------------------------
 DL5228  NETWORK    0.40   0.73           0.19   0.12   0.37      0.15488649
 DL5228  -------------------------------------------------------------------
 DL5228  Click here for local accuracies and other accuracy information.
 DL5228
 DL5228.The horizontal coordinates were established by GPS observations
 DL5228.and adjusted by the National Geodetic Survey in June 2012.
 DL5228
 DL5228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5228.been affixed to the stable North American tectonic plate. See 
 DL5228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5228
 DL5228.The horizontal coordinates are valid at the epoch date displayed above
 DL5228.which is a decimal equivalence of Year/Month/Day.
 DL5228
 DL5228.The orthometric height was determined by differential leveling and
 DL5228.adjusted by the NATIONAL GEODETIC SURVEY
 DL5228.in October 2009.
 DL5228
 DL5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5228.GEOID18 height accuracy estimate available here.
 DL5228
 DL5228.Click photographs - Photos may exist for this station.
 DL5228
 DL5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5228
 DL5228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5228
 DL5228.The ellipsoidal height was determined by GPS observations
 DL5228.and is referenced to NAD 83.
 DL5228
 DL5228.The dynamic height is computed by dividing the NAVD 88
 DL5228.geopotential number by the normal gravity value computed on the
 DL5228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5228.degrees latitude (g = 980.6199 gals.).
 DL5228
 DL5228.The modeled gravity was interpolated from observed gravity values.
 DL5228
 DL5228. The following values were computed from the NAD 83(2011) position.
 DL5228
 DL5228;                    North         East     Units Scale Factor Converg.
 DL5228;SPC MI S     -   100,973.070 3,893,551.426   MT  0.99994224   -0 52 48.0
 DL5228;SPC MI S     -   331,276.48 12,774,118.85   iFT  0.99994224   -0 52 48.0
 DL5228;UTM  16      - 4,695,244.799   610,294.117   MT  0.99974967   +0 54 13.8
 DL5228
 DL5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5228!SPC MI S     -   0.99996766  x   0.99994224  =   0.99990990
 DL5228!UTM  16      -   0.99996766  x   0.99974967  =   0.99971734
 DL5228
 DL5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1029495244(NAD 83)
 DL5228
 DL5228                          SUPERSEDED SURVEY CONTROL
 DL5228
 DL5228  NAD 83(2007)-  42 24 06.01587(N)    085 39 35.20365(W) AD(2002.00) B
 DL5228  ELLIP H (10/23/09)  206.199  (m)                       GP(2002.00) 3 1
 DL5228
 DL5228.Superseded values are not recommended for survey control.
 DL5228
 DL5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5228.See file dsdata.pdf to determine how the superseded data were derived.
 DL5228
 DL5228_MARKER: DD = SURVEY DISK
 DL5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5228_STAMPING: 39303
 DL5228_MARK LOGO: MIDT
 DL5228_PROJECTION: FLUSH
 DL5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5228+STABILITY: SURFACE MOTION
 DL5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5228+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2020
 DL5228
 DL5228  HISTORY     - Date     Condition        Report By
 DL5228  HISTORY     - UNK      MONUMENTED       MIDT
 DL5228  HISTORY     - 20080505 GOOD             COLEM
 DL5228  HISTORY     - 20200601 GOOD             MIDT
 DL5228  HISTORY     - 20201203 GOOD             MIDT
 DL5228
 DL5228                          STATION DESCRIPTION
 DL5228
 DL5228'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5228'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH D AVENUE
 DL5228'(EXIT 44) ABOUT 5 MI (8.0 KM) SOUTH OF PLAINWELL, MICHIGAN, GO NORTH
 DL5228'ON US HIGHWAY 131 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT.
 DL5228'
 DL5228'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY POINT
 DL5228'DISK SET IN THE TOP OF A CONCRETE MONUMENT IN THE MEDIAN OF US HIGHWAY
 DL5228'131.
 DL5228'
 DL5228'THE STATION IS 0.3 MI (0.5 KM) SOUTH OF B AVENUE, 53.4 FT (16.3 M)
 DL5228'WEST OF THE EDGE OF THE CONCRETE SHOULDER OF THE NORTHBOUND LANES OF
 DL5228'US HIGHWAY 131, 41.9 FT (12.8 M) EAST OF THE EDGE OF THE CONCRETE
 DL5228'SHOULDER OF THE SOUTHBOUND LANES OF US HIGHWAY 131, 3.3 FT (1.0 M)
 DL5228'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5228
 DL5228                          STATION RECOVERY (2020)
 DL5228
 DL5228'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL5228'RECOVERED IN GOOD CONDITION.
 DL5228
 DL5228                          STATION RECOVERY (2020)
 DL5228
 DL5228'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL5228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9152 ***********************************************************************
 DG9152  DESIGNATION -  39400
 DG9152  PID         -  DG9152
 DG9152  STATE/COUNTY-  MI/KALAMAZOO
 DG9152  COUNTRY     -  US
 DG9152  USGS QUAD   -  PORTAGE (2017)
 DG9152
 DG9152                         *CURRENT SURVEY CONTROL
 DG9152  ______________________________________________________________________
 DG9152* NAD 83(1986) POSITION- 42 12 57.     (N) 085 32 44.     (W)   SCALED
 DG9152* NAVD 88 ORTHO HEIGHT -   264.808 (meters)      868.79  (feet) ADJUSTED
 DG9152  ______________________________________________________________________
 DG9152  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 DG9152  DYNAMIC HEIGHT  -        264.725 (meters)      868.52  (feet) COMP
 DG9152  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 DG9152
 DG9152  VERT ORDER      -  FIRST     CLASS II
 DG9152
 DG9152.The horizontal coordinates were scaled from a map and have
 DG9152.an estimated accuracy of +/- 6 seconds.
 DG9152
 DG9152.The orthometric height was determined by differential leveling and
 DG9152.adjusted by the NATIONAL GEODETIC SURVEY
 DG9152.in March 2005.
 DG9152
 DG9152.No vertical observational check was made to the station.
 DG9152
 DG9152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9152.GEOID18 height accuracy estimate available here.
 DG9152
 DG9152.Click photographs - Photos may exist for this station.
 DG9152
 DG9152.The dynamic height is computed by dividing the NAVD 88
 DG9152.geopotential number by the normal gravity value computed on the
 DG9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9152.degrees latitude (g = 980.6199 gals.).
 DG9152
 DG9152.The modeled gravity was interpolated from observed gravity values.
 DG9152
 DG9152;                    North         East    Units  Estimated Accuracy
 DG9152;SPC MI S     -    80,200.    3,902,670.      MT  (+/- 180 meters Scaled)
 DG9152
 DG9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM200747(NAD 83)
 DG9152
 DG9152                          SUPERSEDED SURVEY CONTROL
 DG9152
 DG9152.No superseded survey control is available for this station.
 DG9152
 DG9152_MARKER: DD = SURVEY DISK
 DG9152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9152_STAMPING: 39400 2001
 DG9152_MARK LOGO: MIDT
 DG9152_PROJECTION: PROJECTING 8 CENTIMETERS
 DG9152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9152+STABILITY: SURFACE MOTION
 DG9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9152+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 DG9152
 DG9152  HISTORY     - Date     Condition        Report By
 DG9152  HISTORY     - 20010601 MONUMENTED       MIDT
 DG9152  HISTORY     - 20080701 GOOD             COLEM
 DG9152
 DG9152                          STATION DESCRIPTION
 DG9152
 DG9152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 DG9152'STATION IS LOCATED IN THE SOUTHEAST PART OF KALAMAZOO ABOUT A  MILE
 DG9152'SOUTH OF THE AIRPORT.  IT IS IN THE SOUTHWEST PART OF SECTION  12,
 DG9152'T-3-S, R-11-W AND IN PORTAGE TOWNSHIP ALONG ROAD RIGHT-OF-WAY
 DG9152'PROPERTY.
 DG9152'
 DG9152'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE  HIGHWAY 94
 DG9152'AND SPRINKLE AVENUE AT THE EAST SIDE OF KALAMAZOO, GO  SOUTH  AND
 DG9152'SOUTHWEST ON SPRINKLE AVENUE FOR 3.20 MILES TO A  CROSSROAD, ROMENCE
 DG9152'RD.  TURN RIGHT AND WEST ON ROMENCE RD FOR  0.27 MILE TO A RAILROAD
 DG9152'CROSSING AND THE STATION SET JUST WEST OF  THE TRACKS AS DESCRIBED.
 DG9152'
 DG9152'STATION IS A STANDARD MIDT SURVEY DISK, ALUMUNIUM, SET INTO THE  TOP
 DG9152'OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT PROJECTING 3.0  INCHES
 DG9152'ABOUT THE GROUND SURFACE.  IT IS 48.8 FEET WEST OF THE NEAR  RAIL OF
 DG9152'THE RAILROAD TRACKS, 36.6 FEET NORTH OF THE CENTERLINE OF  ROMENCE
 DG9152'RD., 7.0 FEET EAST OF A UTILITY POLE JUST INSIDE THE FENCED  IN AREA,
 DG9152'2.8 FEET NORTH OF A CHAINLINK FENCE CORENER AND 1.0 FEET  EAST OF THE
 DG9152'CHAINLINK FENCE AND A CARSONITE WITNESS POST.
 DG9152'
 DG9152'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9152
 DG9152                          STATION RECOVERY (2008)
 DG9152
 DG9152'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DG9152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5117 ***********************************************************************
 DL5117  DESIGNATION -  39600
 DL5117  PID         -  DL5117
 DL5117  STATE/COUNTY-  MI/KALAMAZOO
 DL5117  COUNTRY     -  US
 DL5117  USGS QUAD   -  OTSEGO (2017)
 DL5117
 DL5117                         *CURRENT SURVEY CONTROL
 DL5117  ______________________________________________________________________
 DL5117* NAD 83(1986) POSITION- 42 25 08.69   (N) 085 39 38.20   (W)   HD_HELD1
 DL5117* NAVD 88 ORTHO HEIGHT -   227.436 (meters)      746.18  (feet) ADJUSTED
 DL5117  ______________________________________________________________________
 DL5117  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 DL5117  DYNAMIC HEIGHT  -        227.369 (meters)      745.96  (feet) COMP
 DL5117  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 DL5117
 DL5117  VERT ORDER      -  FIRST     CLASS II
 DL5117
 DL5117.The horizontal coordinates were determined by differentially corrected
 DL5117.hand held GPS observations or other comparable positioning techniques
 DL5117.and have an estimated accuracy of +/- 3 meters.
 DL5117
 DL5117.The orthometric height was determined by differential leveling and
 DL5117.adjusted by the NATIONAL GEODETIC SURVEY
 DL5117.in October 2009.
 DL5117
 DL5117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5117.GEOID18 height accuracy estimate available here.
 DL5117
 DL5117.Click photographs - Photos may exist for this station.
 DL5117
 DL5117.The dynamic height is computed by dividing the NAVD 88
 DL5117.geopotential number by the normal gravity value computed on the
 DL5117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5117.degrees latitude (g = 980.6199 gals.).
 DL5117
 DL5117.The modeled gravity was interpolated from observed gravity values.
 DL5117
 DL5117;                    North         East    Units  Estimated Accuracy
 DL5117;SPC MI S     -   102,907.7   3,893,512.6     MT  (+/- 3 meters HH1 GPS) 
 DL5117
 DL5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1019597176(NAD 83)
 DL5117
 DL5117                          SUPERSEDED SURVEY CONTROL
 DL5117
 DL5117.No superseded survey control is available for this station.
 DL5117
 DL5117_MARKER: DD = SURVEY DISK
 DL5117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5117_SP_SET: BRIDGE ABUTMENT
 DL5117_STAMPING: 39600 2008
 DL5117_MARK LOGO: MIDT
 DL5117_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5117+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL5117
 DL5117  HISTORY     - Date     Condition        Report By
 DL5117  HISTORY     - 20080604 MONUMENTED       COLEM
 DL5117
 DL5117                          STATION DESCRIPTION
 DL5117
 DL5117'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5117'TO REACH THE STATION FROM THE JUNCTION OF BASELINE ROAD WITH US
 DL5117'HIGHWAY 131 (KALAMAZOO-ALLEGAN COUNTY LINE) GO SOUTH ON US HIGHWAY 131
 DL5117'FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER AN INTERMITTENT STREAM AND THE
 DL5117'STATION ON THE RIGHT.
 DL5117'
 DL5117'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5117'MODERNIZATION MARK DISK SET IN THE TOP OF THE SOUTH END OF THE WEST
 DL5117'ABUTMENT OF THE BRIDGE.
 DL5117'
 DL5117'THE STATION IS 1.0 MI (1.6 KM) NORTH OF B AVENUE, AND 19 FT (5.8 M)
 DL5117'WEST OF THE EDGE OF PAVEMENT THE SOUTHBOUND LANES OF US HIGHWAY 131.
 DL5117'
 DL5117'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DL5117'OVER AND TO THE WEST OF THE STATION.
 DL5117'
 DL5117'NOTES-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7946 ***********************************************************************
 DK7946  DESIGNATION -  39602
 DK7946  PID         -  DK7946
 DK7946  STATE/COUNTY-  MI/KALAMAZOO
 DK7946  COUNTRY     -  US
 DK7946  USGS QUAD   -  SCHOOLCRAFT NW (2017)
 DK7946
 DK7946                         *CURRENT SURVEY CONTROL
 DK7946  ______________________________________________________________________
 DK7946* NAD 83(1986) POSITION- 42 14 42.12   (N) 085 44 53.09   (W)   HD_HELD1
 DK7946* NAVD 88 ORTHO HEIGHT -   284.912 (meters)      934.75  (feet) ADJUSTED
 DK7946  ______________________________________________________________________
 DK7946  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 DK7946  DYNAMIC HEIGHT  -        284.823 (meters)      934.46  (feet) COMP
 DK7946  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 DK7946
 DK7946  VERT ORDER      -  FIRST     CLASS II
 DK7946
 DK7946.The horizontal coordinates were determined by differentially corrected
 DK7946.hand held GPS observations or other comparable positioning techniques
 DK7946.and have an estimated accuracy of +/- 3 meters.
 DK7946
 DK7946.The orthometric height was determined by differential leveling and
 DK7946.adjusted by the NATIONAL GEODETIC SURVEY
 DK7946.in January 2009.
 DK7946
 DK7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7946.GEOID18 height accuracy estimate available here.
 DK7946
 DK7946.Click photographs - Photos may exist for this station.
 DK7946
 DK7946.The dynamic height is computed by dividing the NAVD 88
 DK7946.geopotential number by the normal gravity value computed on the
 DK7946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7946.degrees latitude (g = 980.6199 gals.).
 DK7946
 DK7946.The modeled gravity was interpolated from observed gravity values.
 DK7946
 DK7946;                    North         East    Units  Estimated Accuracy
 DK7946;SPC MI S     -    83,692.4   3,885,997.6     MT  (+/- 3 meters HH1 GPS) 
 DK7946
 DK7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0328377741(NAD 83)
 DK7946
 DK7946                          SUPERSEDED SURVEY CONTROL
 DK7946
 DK7946.No superseded survey control is available for this station.
 DK7946
 DK7946_MARKER: DD = SURVEY DISK
 DK7946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7946_STAMPING: 39602 2008
 DK7946_MARK LOGO: MIDT
 DK7946_PROJECTION: FLUSH
 DK7946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7946+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DK7946
 DK7946  HISTORY     - Date     Condition        Report By
 DK7946  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7946  HISTORY     - 20200204 GOOD             MIDT
 DK7946  HISTORY     - 20200624 GOOD             MIDT
 DK7946  HISTORY     - 20201202 GOOD             MIDT
 DK7946
 DK7946                          STATION DESCRIPTION
 DK7946
 DK7946'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7946'THE STATION IS LOCATED 9.0 MI (14.5 KM) SOUTHWEST OF KALAMAZOO AND 7.5
 DK7946'MI (12.1 KM) EAST-NORTHEAST OF PAW PAW, MI.
 DK7946'
 DK7946'TO REACH THE STATION FROM THE JUNCTION OF RED ARROW HIGHWAY WITH CR
 DK7946'652 LOCATED APPROXIMATELY 11 MI (17.7 KM) SOUTHWEST OF THE CITY OF
 DK7946'KALAMAZOO, MI, GO NORTHEAST ON RED ARROW HIGHWAY FOR 1.6 MI (2.6 KM)
 DK7946'TO FIRST STREET, CONTINUE NORTHEAST ON STADIUM DRIVE (RED ARROW
 DK7946'HIGHWAY BECOMES STADIUM DRIVE AT COUNTY LINE) FOR 0.4 MI (0.6 KM) TO
 DK7946'THE STATION ON THE LEFT.
 DK7946'
 DK7946'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7946'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7946'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 180 FT (54.9 M)
 DK7946'EAST OF EXTENDED CENTER OF DRIVEWAY OPENING --10143--, 19 FT (5.8 M)
 DK7946'SOUTH OF AN ELECTRIC FENCE, 17 FT (5.2 M) NORTH OF EDGE OF PAVEMENT OF
 DK7946'STADIUM DRIVE, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DK7946'POST.
 DK7946
 DK7946                          STATION RECOVERY (2020)
 DK7946
 DK7946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DK7946'RECOVERED IN GOOD CONDITION.
 DK7946
 DK7946                          STATION RECOVERY (2020)
 DK7946
 DK7946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DK7946'RECOVERED IN GOOD CONDITION.
 DK7946
 DK7946                          STATION RECOVERY (2020)
 DK7946
 DK7946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DK7946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7947 ***********************************************************************
 DK7947  DESIGNATION -  39603
 DK7947  PID         -  DK7947
 DK7947  STATE/COUNTY-  MI/KALAMAZOO
 DK7947  COUNTRY     -  US
 DK7947  USGS QUAD   -  SCHOOLCRAFT NW (2017)
 DK7947
 DK7947                         *CURRENT SURVEY CONTROL
 DK7947  ______________________________________________________________________
 DK7947* NAD 83(1986) POSITION- 42 14 58.     (N) 085 43 33.     (W)   SCALED
 DK7947* NAVD 88 ORTHO HEIGHT -   294.318 (meters)      965.61  (feet) ADJUSTED
 DK7947  ______________________________________________________________________
 DK7947  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 DK7947  DYNAMIC HEIGHT  -        294.226 (meters)      965.31  (feet) COMP
 DK7947  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 DK7947
 DK7947  VERT ORDER      -  FIRST     CLASS II
 DK7947
 DK7947.The horizontal coordinates were scaled from a map and have
 DK7947.an estimated accuracy of +/- 6 seconds.
 DK7947
 DK7947.The orthometric height was determined by differential leveling and
 DK7947.adjusted by the NATIONAL GEODETIC SURVEY
 DK7947.in January 2009.
 DK7947
 DK7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7947.GEOID18 height accuracy estimate available here.
 DK7947
 DK7947.Click photographs - Photos may exist for this station.
 DK7947
 DK7947.The dynamic height is computed by dividing the NAVD 88
 DK7947.geopotential number by the normal gravity value computed on the
 DK7947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7947.degrees latitude (g = 980.6199 gals.).
 DK7947
 DK7947.The modeled gravity was interpolated from observed gravity values.
 DK7947
 DK7947;                    North         East    Units  Estimated Accuracy
 DK7947;SPC MI S     -    84,150.    3,887,840.      MT  (+/- 180 meters Scaled)
 DK7947
 DK7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM051782(NAD 83)
 DK7947
 DK7947                          SUPERSEDED SURVEY CONTROL
 DK7947
 DK7947.No superseded survey control is available for this station.
 DK7947
 DK7947_MARKER: DD = SURVEY DISK
 DK7947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7947_STAMPING: 39603 2008
 DK7947_MARK LOGO: MIDT
 DK7947_PROJECTION: FLUSH
 DK7947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7947+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7947
 DK7947  HISTORY     - Date     Condition        Report By
 DK7947  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7947
 DK7947                          STATION DESCRIPTION
 DK7947
 DK7947'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7947'THE STATION IS LOCATED 8.6 MI (13.8 KM) EAST-NORTHEAST OF PAW PAW AND
 DK7947'7.8 MI (12.6 KM) SOUTHWEST OF KALAMAZOO, MI.
 DK7947'
 DK7947'TO REACH THE STATION FROM THE JUNCTION OF NINTH STREET WITH STADIUM
 DK7947'DRIVE IN OSHTEMO, MI, APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE
 DK7947'CITY OF KALAMAZOO, MI, GO SOUTHWEST ON STADIUM DRIVE FOR 2.6 MI (4.2
 DK7947'KM) TO FOURTH STREET AND THE STATION ON THE RIGHT.
 DK7947'
 DK7947'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7947'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7947'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 8 FT (2.4 M)
 DK7947'NORTH OF EDGE OF CURB OF STADIUM DRIVE, 7 FT (2.1 M) EAST OF EDGE OF
 DK7947'CURB OF FOURTH STREET, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE
 DK7947'WITNESS POST.
 DK7947'
 DK7947'NOTE-- THIS STATION HAS VISIBLE OBSTRUCTIONS CONSISTING OF TREES IN
 DK7947'THE NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND TREES IN
 DK7947'THE NORTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7948 ***********************************************************************
 DK7948  DESIGNATION -  39604
 DK7948  PID         -  DK7948
 DK7948  STATE/COUNTY-  MI/KALAMAZOO
 DK7948  COUNTRY     -  US
 DK7948  USGS QUAD   -  KALAMAZOO SW (2017)
 DK7948
 DK7948                         *CURRENT SURVEY CONTROL
 DK7948  ______________________________________________________________________
 DK7948* NAD 83(2011) POSITION- 42 15 13.44685(N) 085 42 23.81673(W)   ADJUSTED
 DK7948* NAD 83(2011) ELLIP HT-   256.079 (meters)        (06/27/12)   ADJUSTED
 DK7948* NAD 83(2011) EPOCH   -  2010.00
 DK7948* NAVD 88 ORTHO HEIGHT -   289.064 (meters)      948.37  (feet) ADJUSTED
 DK7948  ______________________________________________________________________
 DK7948  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 DK7948  NAD 83(2011) X  -    353,976.254 (meters)                     COMP
 DK7948  NAD 83(2011) Y  - -4,715,014.949 (meters)                     COMP
 DK7948  NAD 83(2011) Z  -  4,266,678.869 (meters)                     COMP
 DK7948  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DK7948  DYNAMIC HEIGHT  -        288.974 (meters)      948.08  (feet) COMP
 DK7948  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 DK7948
 DK7948  VERT ORDER      -  FIRST     CLASS II
 DK7948
 DK7948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7948  Standards:
 DK7948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7948  -------------------------------------------------------------------
 DK7948  NETWORK    0.32   0.53           0.14   0.12   0.27      0.04448124
 DK7948  -------------------------------------------------------------------
 DK7948  Click here for local accuracies and other accuracy information.
 DK7948
 DK7948.The horizontal coordinates were established by GPS observations
 DK7948.and adjusted by the National Geodetic Survey in June 2012.
 DK7948
 DK7948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7948.been affixed to the stable North American tectonic plate. See 
 DK7948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7948
 DK7948.The horizontal coordinates are valid at the epoch date displayed above
 DK7948.which is a decimal equivalence of Year/Month/Day.
 DK7948
 DK7948.The orthometric height was determined by differential leveling and
 DK7948.adjusted by the NATIONAL GEODETIC SURVEY
 DK7948.in January 2009.
 DK7948
 DK7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7948.GEOID18 height accuracy estimate available here.
 DK7948
 DK7948.Click photographs - Photos may exist for this station.
 DK7948
 DK7948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7948
 DK7948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7948
 DK7948.The ellipsoidal height was determined by GPS observations
 DK7948.and is referenced to NAD 83.
 DK7948
 DK7948.The dynamic height is computed by dividing the NAVD 88
 DK7948.geopotential number by the normal gravity value computed on the
 DK7948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7948.degrees latitude (g = 980.6199 gals.).
 DK7948
 DK7948.The modeled gravity was interpolated from observed gravity values.
 DK7948
 DK7948. The following values were computed from the NAD 83(2011) position.
 DK7948
 DK7948;                    North         East     Units Scale Factor Converg.
 DK7948;SPC MI S     -    84,603.541 3,889,434.619   MT  0.99996715   -0 54 42.7
 DK7948;SPC MI S     -   277,570.67 12,760,612.27   iFT  0.99996715   -0 54 42.7
 DK7948;UTM  16      - 4,678,758.572   606,689.304   MT  0.99974005   +0 52 11.2
 DK7948
 DK7948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7948!SPC MI S     -   0.99995984  x   0.99996715  =   0.99992699
 DK7948!UTM  16      -   0.99995984  x   0.99974005  =   0.99969990
 DK7948
 DK7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0668978758(NAD 83)
 DK7948
 DK7948                          SUPERSEDED SURVEY CONTROL
 DK7948
 DK7948  NAD 83(2007)-  42 15 13.44691(N)    085 42 23.81752(W) AD(2002.00) 1
 DK7948  ELLIP H (03/25/09)  256.084  (m)                       GP(2002.00) 4 1
 DK7948
 DK7948.Superseded values are not recommended for survey control.
 DK7948
 DK7948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7948.See file dsdata.pdf to determine how the superseded data were derived.
 DK7948
 DK7948_MARKER: DD = SURVEY DISK
 DK7948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7948_STAMPING: 39604 2008
 DK7948_MARK LOGO: MIDT
 DK7948_PROJECTION: FLUSH
 DK7948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7948+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 DK7948
 DK7948  HISTORY     - Date     Condition        Report By
 DK7948  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7948  HISTORY     - 20221220 GOOD             MIDT
 DK7948
 DK7948                          STATION DESCRIPTION
 DK7948
 DK7948'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7948'THE STATION IS LOCATED 6.8 MI (10.9 KM) SOUTHWEST OF KALAMAZOO, MI.
 DK7948'
 DK7948'TO REACH THE STATION FROM THE JUNCTION OF NINTH STREET WITH STADIUM
 DK7948'DRIVE IN OSHTEMO, MI, APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE
 DK7948'CITY OF KALAMAZOO, MI, GO SOUTHWEST ON STADIUM DRIVE FOR 1.5 MI (2.4
 DK7948'KM) TO SIXTH STREET AND THE STATION ON THE RIGHT.
 DK7948'
 DK7948'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7948'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7948'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 90 FT (27.4 M)
 DK7948'NORTH OF EDGE OF CURB OF STADIUM DRIVE, 13 FT (4.0 M) EAST OF EDGE OF
 DK7948'PAVEMENT OF SIXTH STREET, AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE
 DK7948'WITNESS POST.
 DK7948
 DK7948                          STATION RECOVERY (2022)
 DK7948
 DK7948'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 DK7948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7949 ***********************************************************************
 DK7949  DESIGNATION -  39605
 DK7949  PID         -  DK7949
 DK7949  STATE/COUNTY-  MI/KALAMAZOO
 DK7949  COUNTRY     -  US
 DK7949  USGS QUAD   -  KALAMAZOO SW (2017)
 DK7949
 DK7949                         *CURRENT SURVEY CONTROL
 DK7949  ______________________________________________________________________
 DK7949* NAD 83(1986) POSITION- 42 15 35.     (N) 085 40 38.     (W)   SCALED
 DK7949* NAVD 88 ORTHO HEIGHT -   294.330 (meters)      965.65  (feet) ADJUSTED
 DK7949  ______________________________________________________________________
 DK7949  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 DK7949  DYNAMIC HEIGHT  -        294.238 (meters)      965.35  (feet) COMP
 DK7949  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 DK7949
 DK7949  VERT ORDER      -  FIRST     CLASS II
 DK7949
 DK7949.The horizontal coordinates were scaled from a map and have
 DK7949.an estimated accuracy of +/- 6 seconds.
 DK7949
 DK7949.The orthometric height was determined by differential leveling and
 DK7949.adjusted by the NATIONAL GEODETIC SURVEY
 DK7949.in January 2009.
 DK7949
 DK7949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7949.GEOID18 height accuracy estimate available here.
 DK7949
 DK7949.Click photographs - Photos may exist for this station.
 DK7949
 DK7949.The dynamic height is computed by dividing the NAVD 88
 DK7949.geopotential number by the normal gravity value computed on the
 DK7949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7949.degrees latitude (g = 980.6199 gals.).
 DK7949
 DK7949.The modeled gravity was interpolated from observed gravity values.
 DK7949
 DK7949;                    North         East    Units  Estimated Accuracy
 DK7949;SPC MI S     -    85,230.    3,891,870.      MT  (+/- 180 meters Scaled)
 DK7949
 DK7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM091794(NAD 83)
 DK7949
 DK7949                          SUPERSEDED SURVEY CONTROL
 DK7949
 DK7949.No superseded survey control is available for this station.
 DK7949
 DK7949_MARKER: DD = SURVEY DISK
 DK7949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7949_STAMPING: 39605 2008
 DK7949_MARK LOGO: MIDT
 DK7949_PROJECTION: FLUSH
 DK7949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7949+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7949
 DK7949  HISTORY     - Date     Condition        Report By
 DK7949  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7949
 DK7949                          STATION DESCRIPTION
 DK7949
 DK7949'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7949'THE STATION IS LOCATED 5.3 MI (8.5 KM) SOUTHWEST OF KALAMAZOO, MI.
 DK7949'
 DK7949'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DK7949'NINTH STREET WITH STADIUM DRIVE IN OSHTEMO, MI, APPROXIMATELY 5 MI
 DK7949'(8.0 KM) SOUTHWEST OF THE CITY OF KALAMAZOO, MI.
 DK7949'
 DK7949'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7949'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7949'CONCRETE POST SET TO A DEPTH OF 5 FT.  THE STATION IS 180 FT (54.9 M)
 DK7949'NORTH OF EDGE OF CURB OF STADIUM DRIVE, 20 FT (6.1 M) NORTH OF EDGE OF
 DK7949'CURB OF A DRIVEWAY OPENING, 15 FT (4.6 M) SOUTH OF EDGE OF CURB OF A
 DK7949'DRIVEWAY OPENING, 4.5 FT (1.4 M) EAST OF EDGE OF CURB OF NINTH STREET,
 DK7949'AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DK7949'
 DK7949'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DK7949'IN THE SOUTH EXTENDING TO 24 DEGREES ABOVE THE HORIZON, A POWER LINE
 DK7949'IN THE WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON, AND A RADIO
 DK7949'TOWER IN THE WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7950 ***********************************************************************
 DK7950  DESIGNATION -  39606
 DK7950  PID         -  DK7950
 DK7950  STATE/COUNTY-  MI/KALAMAZOO
 DK7950  COUNTRY     -  US
 DK7950  USGS QUAD   -  KALAMAZOO SW (2017)
 DK7950
 DK7950                         *CURRENT SURVEY CONTROL
 DK7950  ______________________________________________________________________
 DK7950* NAD 83(1986) POSITION- 42 16 06.     (N) 085 39 11.     (W)   SCALED
 DK7950* NAVD 88 ORTHO HEIGHT -   281.314 (meters)      922.94  (feet) ADJUSTED
 DK7950  ______________________________________________________________________
 DK7950  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 DK7950  DYNAMIC HEIGHT  -        281.226 (meters)      922.66  (feet) COMP
 DK7950  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 DK7950
 DK7950  VERT ORDER      -  FIRST     CLASS II
 DK7950
 DK7950.The horizontal coordinates were scaled from a map and have
 DK7950.an estimated accuracy of +/- 6 seconds.
 DK7950
 DK7950.The orthometric height was determined by differential leveling and
 DK7950.adjusted by the NATIONAL GEODETIC SURVEY
 DK7950.in January 2009.
 DK7950
 DK7950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7950.GEOID18 height accuracy estimate available here.
 DK7950
 DK7950.Click photographs - Photos may exist for this station.
 DK7950
 DK7950.The dynamic height is computed by dividing the NAVD 88
 DK7950.geopotential number by the normal gravity value computed on the
 DK7950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7950.degrees latitude (g = 980.6199 gals.).
 DK7950
 DK7950.The modeled gravity was interpolated from observed gravity values.
 DK7950
 DK7950;                    North         East    Units  Estimated Accuracy
 DK7950;SPC MI S     -    86,160.    3,893,880.      MT  (+/- 180 meters Scaled)
 DK7950
 DK7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM110804(NAD 83)
 DK7950
 DK7950                          SUPERSEDED SURVEY CONTROL
 DK7950
 DK7950.No superseded survey control is available for this station.
 DK7950
 DK7950_MARKER: DD = SURVEY DISK
 DK7950_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7950_SP_SET: BRIDGE WINGWALL
 DK7950_STAMPING: 39606 2008
 DK7950_MARK LOGO: MIDT
 DK7950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7950+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2008
 DK7950
 DK7950  HISTORY     - Date     Condition        Report By
 DK7950  HISTORY     - 20080707 MONUMENTED       COLEM
 DK7950  HISTORY     - 20230111 MARK NOT FOUND   MIDT
 DK7950
 DK7950                          STATION DESCRIPTION
 DK7950
 DK7950'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7950'THE STATION IS LOCATED 3.9 MI (6.3 KM) SOUTHWEST OF KALAMAZOO, MI.
 DK7950'
 DK7950'THE STATION IS LOCATED IN THE SOUTHEAST WING WALL OF THE EAST ABUTMENT
 DK7950'OF STADIUM DRIVE BRIDGE --S01 OF 39014-- OVER US HIGHWAY 131,
 DK7950'APPROXIMATELY 4 MI (6.4 KM) SOUTHWEST OF THE CITY OF KALAMAZOO, MI.
 DK7950'
 DK7950'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7950'MODERNIZATION MARK DISK.  THE STATION IS 3 FT (0.9 M) SOUTH OF EDGE OF
 DK7950'CURB OF STADIUM DRIVE.
 DK7950
 DK7950                          STATION RECOVERY (2023)
 DK7950
 DK7950'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7950'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0065 ***********************************************************************
 NF0065  DESIGNATION -  4
 NF0065  PID         -  NF0065
 NF0065  STATE/COUNTY-  MI/INGHAM
 NF0065  COUNTRY     -  US
 NF0065  USGS QUAD   -  EAST LANSING (2017)
 NF0065
 NF0065                         *CURRENT SURVEY CONTROL
 NF0065  ______________________________________________________________________
 NF0065* NAD 83(1986) POSITION- 42 44 00.4    (N) 084 28 59.3    (W)   HD_HELD2
 NF0065* NAVD 88 ORTHO HEIGHT -   256.720 (meters)      842.26  (feet) ADJUSTED
 NF0065  ______________________________________________________________________
 NF0065  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 NF0065  DYNAMIC HEIGHT  -        256.649 (meters)      842.02  (feet) COMP
 NF0065  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 NF0065
 NF0065  VERT ORDER      -  SECOND    CLASS 0
 NF0065
 NF0065.The horizontal coordinates were established by autonomous hand held GPS
 NF0065.observations and have an estimated accuracy of +/- 10 meters.
 NF0065
 NF0065.The orthometric height was determined by differential leveling and
 NF0065.adjusted by the NATIONAL GEODETIC SURVEY
 NF0065.in June 1991.
 NF0065
 NF0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0065.GEOID18 height accuracy estimate available here.
 NF0065
 NF0065.Click photographs - Photos may exist for this station.
 NF0065
 NF0065.The dynamic height is computed by dividing the NAVD 88
 NF0065.geopotential number by the normal gravity value computed on the
 NF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0065.degrees latitude (g = 980.6199 gals.).
 NF0065
 NF0065.The modeled gravity was interpolated from observed gravity values.
 NF0065
 NF0065;                    North         East    Units  Estimated Accuracy
 NF0065;SPC MI S     -   137,014.    3,990,463.      MT  (+/- 10 meters HH2 GPS)
 NF0065
 NF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0603534286(NAD 83)
 NF0065
 NF0065                          SUPERSEDED SURVEY CONTROL
 NF0065
 NF0065  NGVD 29 (??/??/92)  256.849  (m)          842.68   (f) ADJ UNCH    2 0
 NF0065
 NF0065.Superseded values are not recommended for survey control.
 NF0065
 NF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0065.See file dsdata.pdf to determine how the superseded data were derived.
 NF0065
 NF0065_MARKER: B = BOLT
 NF0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0065+STABILITY: SURFACE MOTION
 NF0065
 NF0065  HISTORY     - Date     Condition        Report By
 NF0065  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0065  HISTORY     - 1934     GOOD             CGS
 NF0065  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0065
 NF0065                          STATION DESCRIPTION
 NF0065
 NF0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0065'AT EAST LANSING.
 NF0065'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0065'CAMPUS, IN FRONT OF TAFTS RESIDENCE, 75 YARDS SOUTH OF UNION
 NF0065'BUILDING, 49 YARDS SOUTH OF THE GRANITE MEMORIAL CALLED HALF
 NF0065'WAY ROCK, 35.4 FEET SOUTH OF THE SOUTH CURB OF COLLEGE DRIVE,
 NF0065'AND 34 FEET SOUTHEAST OF A LARGE BOX ELM TREE.  AN IRON BOLT,
 NF0065'SET IN THE TOP OF A CONCRETE POST.
 NF0065
 NF0065                          STATION RECOVERY (1978)
 NF0065
 NF0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI1021 ***********************************************************************
 AI1021  DESIGNATION -  4
 AI1021  PID         -  AI1021
 AI1021  STATE/COUNTY-  MI/CHARLEVOIX
 AI1021  COUNTRY     -  US
 AI1021  USGS QUAD   -  IRONTON (2017)
 AI1021
 AI1021                         *CURRENT SURVEY CONTROL
 AI1021  ______________________________________________________________________
 AI1021* NAD 83(2011) POSITION- 45 19 05.81808(N) 085 14 36.49664(W)   ADJUSTED
 AI1021* NAD 83(2011) ELLIP HT-   145.396 (meters)        (06/27/12)   ADJUSTED
 AI1021* NAD 83(2011) EPOCH   -  2010.00
 AI1021* NAVD 88 ORTHO HEIGHT -   180.6   (meters)      593.    (feet) GPS OBS
 AI1021  ______________________________________________________________________
 AI1021  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1021  GEOID HEIGHT    -        -35.058 (meters)                     GEOID96
 AI1021  GEOID HEIGHT    -        -35.158 (meters)                     GEOID18
 AI1021  NAD 83(2011) X  -    372,535.288 (meters)                     COMP
 AI1021  NAD 83(2011) Y  - -4,477,139.479 (meters)                     COMP
 AI1021  NAD 83(2011) Z  -  4,512,394.197 (meters)                     COMP
 AI1021  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 AI1021
 AI1021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1021  Standards:
 AI1021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1021  -------------------------------------------------------------------
 AI1021  NETWORK    0.88   0.88           0.41   0.28   0.45     -0.00611408
 AI1021  -------------------------------------------------------------------
 AI1021  Click here for local accuracies and other accuracy information.
 AI1021
 AI1021.The horizontal coordinates were established by GPS observations
 AI1021.and adjusted by the National Geodetic Survey in June 2012.
 AI1021
 AI1021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1021.been affixed to the stable North American tectonic plate. See 
 AI1021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1021
 AI1021.The horizontal coordinates are valid at the epoch date displayed above
 AI1021.which is a decimal equivalence of Year/Month/Day.
 AI1021
 AI1021.The orthometric height was determined by GPS observations and a
 AI1021.high-resolution geoid model.
 AI1021
 AI1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1021.GEOID18 height accuracy estimate available here.
 AI1021
 AI1021.Click photographs - Photos may exist for this station.
 AI1021
 AI1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1021
 AI1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1021
 AI1021.The ellipsoidal height was determined by GPS observations
 AI1021.and is referenced to NAD 83.
 AI1021
 AI1021. The following values were computed from the NAD 83(2011) position.
 AI1021
 AI1021;                    North         East     Units Scale Factor Converg.
 AI1021;SPC MI C     -   222,792.957 5,931,256.424   MT  0.99993409   -0 37 09.8
 AI1021;SPC MI C     -   730,948.02 19,459,502.70   iFT  0.99993409   -0 37 09.8
 AI1021;UTM  16      - 5,019,809.303   637,672.507   MT  0.99983304   +1 14 56.9
 AI1021
 AI1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1021!SPC MI C     -   0.99997721  x   0.99993409  =   0.99991130
 AI1021!UTM  16      -   0.99997721  x   0.99983304  =   0.99981025
 AI1021
 AI1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3767219809(NAD 83)
 AI1021
 AI1021                          SUPERSEDED SURVEY CONTROL
 AI1021
 AI1021  NAD 83(2007)-  45 19 05.81828(N)    085 14 36.49776(W) AD(2002.00) 0
 AI1021  ELLIP H (02/10/07)  145.436  (m)                       GP(2002.00)    
 AI1021  ELLIP H (07/12/02)  145.448  (m)                       GP(       ) 4 1
 AI1021  NAD 83(1994)-  45 19 05.81773(N)    085 14 36.49779(W) AD(       ) 1
 AI1021  ELLIP H (08/16/99)  145.447  (m)                       GP(       ) 3 2
 AI1021
 AI1021.Superseded values are not recommended for survey control.
 AI1021
 AI1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1021.See file dsdata.pdf to determine how the superseded data were derived.
 AI1021
 AI1021_MARKER: DD = SURVEY DISK
 AI1021_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1021_STAMPING: 4-1998
 AI1021_MARK LOGO: WADTRI
 AI1021_PROJECTION: RECESSED 10 CENTIMETERS
 AI1021_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1021+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1021_ROD/PIPE-DEPTH: 10 meters
 AI1021_SLEEVE-DEPTH  : 10 meters
 AI1021
 AI1021  HISTORY     - Date     Condition        Report By
 AI1021  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1021
 AI1021                          STATION DESCRIPTION
 AI1021
 AI1021'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1021'DESCRIBED BY WADE-TRIM INC. FROM DRAWBRIDGE IN CHARLEVOIX, GO NORTH ON
 AI1021'31, .65 MILE (1.05 KM) TO MEECH ST., THEN SOUTH .2O MILES TO CORNER OF
 AI1021'MEECH AND CHICAGO AVE., THEN SOUTHEASTERLY ON CHICAGO AVE. FOR .30
 AI1021'MLES TO STATION ON LEFT, NORTH 37.65 FT FROM CENTERLINE OF CHICAGO
 AI1021'AVE. 116.30FT SW FROM SW CORNER OF RR DEPOT BLDG, 116.30 FT NE OF FACE
 AI1021'PP ON SOUTH SIDE CHICAGO 62.70 FT NORTH OF FACE OF HYDRANT, 74.60 FT
 AI1021'NW OF FACE PP ON SOUTH SIDE OF CHICAGO AVE. ALUM ROD WITH ALUM DISK
 AI1021'DRIVEN TO POINT OF
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6838 ***********************************************************************
 AA6838  DESIGNATION -  4 1
 AA6838  PID         -  AA6838
 AA6838  STATE/COUNTY-  MI/WAYNE
 AA6838  COUNTRY     -  US
 AA6838  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6838
 AA6838                         *CURRENT SURVEY CONTROL
 AA6838  ______________________________________________________________________
 AA6838* NAD 83(2011) POSITION- 42 26 41.25041(N) 083 06 58.68153(W)   ADJUSTED
 AA6838* NAD 83(2011) ELLIP HT-   159.329 (meters)        (06/27/12)   ADJUSTED
 AA6838* NAD 83(2011) EPOCH   -  2010.00
 AA6838* NAVD 88 ORTHO HEIGHT -   193.5   (meters)      635.    (feet) GPS OBS
 AA6838  ______________________________________________________________________
 AA6838  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6838  GEOID HEIGHT    -         -34.29 (meters)                     GEOID93
 AA6838  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 AA6838  NAD 83(2011) X  -    564,983.449 (meters)                     COMP
 AA6838  NAD 83(2011) Y  - -4,679,934.670 (meters)                     COMP
 AA6838  NAD 83(2011) Z  -  4,282,298.787 (meters)                     COMP
 AA6838  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 AA6838
 AA6838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6838  Standards:
 AA6838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6838  -------------------------------------------------------------------
 AA6838  NETWORK    0.64   0.76           0.30   0.21   0.39      0.02894022
 AA6838  -------------------------------------------------------------------
 AA6838  Click here for local accuracies and other accuracy information.
 AA6838
 AA6838.The horizontal coordinates were established by GPS observations
 AA6838.and adjusted by the National Geodetic Survey in June 2012.
 AA6838
 AA6838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6838.been affixed to the stable North American tectonic plate. See 
 AA6838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6838
 AA6838.The horizontal coordinates are valid at the epoch date displayed above
 AA6838.which is a decimal equivalence of Year/Month/Day.
 AA6838
 AA6838.The orthometric height was determined by GPS observations and a
 AA6838.high-resolution geoid model.
 AA6838
 AA6838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6838.GEOID18 height accuracy estimate available here.
 AA6838
 AA6838.Click photographs - Photos may exist for this station.
 AA6838
 AA6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6838
 AA6838.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6838
 AA6838.The ellipsoidal height was determined by GPS observations
 AA6838.and is referenced to NAD 83.
 AA6838
 AA6838. The following values were computed from the NAD 83(2011) position.
 AA6838
 AA6838;                    North         East     Units Scale Factor Converg.
 AA6838;SPC MI S     -   105,709.018 4,102,858.896   MT  0.99993622   +0 51 03.3
 AA6838;SPC MI S     -   346,814.36 13,460,823.15   iFT  0.99993622   +0 51 03.3
 AA6838;UTM  17      - 4,701,332.647   325,955.291   MT  0.99997271   -1 25 43.0
 AA6838
 AA6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6838!SPC MI S     -   0.99997501  x   0.99993622  =   0.99991123
 AA6838!UTM  17      -   0.99997501  x   0.99997271  =   0.99994772
 AA6838
 AA6838:                Primary Azimuth Mark                     Grid Az
 AA6838:SPC MI S     -  4 2                                      176 37 40.2
 AA6838:UTM  17      -  4 2                                      178 54 26.5
 AA6838
 AA6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2595501332(NAD 83)
 AA6838
 AA6838|---------------------------------------------------------------------|
 AA6838| PID    Reference Object                     Distance      Geod. Az  |
 AA6838|                                                           dddmmss.s |
 AA6838| AA6839 4 2                                 APPROX. 0.6 KM 1772843.5 |
 AA6838|---------------------------------------------------------------------|
 AA6838
 AA6838                          SUPERSEDED SURVEY CONTROL
 AA6838
 AA6838  NAD 83(2007)-  42 26 41.25054(N)    083 06 58.68257(W) AD(2002.00) 0
 AA6838  ELLIP H (02/10/07)  159.322  (m)                       GP(2002.00)    
 AA6838  ELLIP H (07/12/02)  159.358  (m)                       GP(       ) 4 1
 AA6838  NAD 83(1994)-  42 26 41.25055(N)    083 06 58.68239(W) AD(       ) 1
 AA6838  ELLIP H (02/03/97)  159.399  (m)                       GP(       ) 4 1
 AA6838  NAD 83(1986)-  42 26 41.25486(N)    083 06 58.71404(W) AD(       ) 1
 AA6838
 AA6838.Superseded values are not recommended for survey control.
 AA6838
 AA6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6838.See file dsdata.pdf to determine how the superseded data were derived.
 AA6838
 AA6838_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6838_STAMPING: 4-1 1994
 AA6838_MARK LOGO: MI-163
 AA6838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6838+STABILITY: SURFACE MOTION
 AA6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6838+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6838
 AA6838  HISTORY     - Date     Condition        Report By
 AA6838  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6838
 AA6838                          STATION DESCRIPTION
 AA6838
 AA6838'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6838'STATION IS LOCATED NORTH OF HIGHLAND PARK, MICHIGAN IN THE MICHIGAN
 AA6838'STATE FAIRGROUNDS. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75
 AA6838'AND EIGHT MILE ROAD (EXIT 59) PROCEED WEST 1.55 MILESON EIGHT MILE
 AA6838'ROAD TO WOODWARD (M-1) ,  THENCE GO SOUTH ON WOODWARD 0.4 MILESTO THE
 AA6838'STATE FAIRGROUNDS ENTRANCE,  THENCE GO EAST INTO THE FAIRGROUNDS ON
 AA6838'GREAT LAKES BOULEVARD 0.25 MILESTO BLUE RIBBON BOULEVARD, THENCE GO
 AA6838'NORTH ON BLUE RIBBON 0.15 MILESTO THE STATION ON THE LEFT DIRECTLY
 AA6838'WEST OF THE HORSE ARENA. THE STATION IS A BRASS 'WAYNE COUNTY REMON'
 AA6838'CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH
 AA6838'WITH THE GROUND. THE WEST EDGE OF BLUE RIBBON IS N 90 E, 8.92 FEET,  A
 AA6838'POLE IS S 45 E, 62.10 FEET, A CONCRETE WALL IS N 90 W, 7.5 FEET,  A
 AA6838'WATER VALVE IS N 5 W, 25.82 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0295 ***********************************************************************
 NE0295  DESIGNATION -  4 1/2
 NE0295  PID         -  NE0295
 NE0295  STATE/COUNTY-  MI/MACOMB
 NE0295  COUNTRY     -  US
 NE0295  USGS QUAD   -  RICHMOND (2017)
 NE0295
 NE0295                         *CURRENT SURVEY CONTROL
 NE0295  ______________________________________________________________________
 NE0295* NAD 83(1986) POSITION- 42 49 37.     (N) 082 49 39.     (W)   SCALED
 NE0295* NAVD 88 ORTHO HEIGHT -   216.96  (+/-2cm)      711.8   (feet) VERTCON3
 NE0295  ______________________________________________________________________
 NE0295  GEOID HEIGHT    -        -35.001 (meters)                     GEOID18
 NE0295  VERT ORDER      -  ? (See Below)
 NE0295
 NE0295.The horizontal coordinates were scaled from a map and have
 NE0295.an estimated accuracy of +/- 6 seconds.
 NE0295
 NE0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0295
 NE0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0295.GEOID18 height accuracy estimate available here.
 NE0295
 NE0295.The vertical order pertains to the NGVD 29 superseded value.
 NE0295
 NE0295.Click photographs - Photos may exist for this station.
 NE0295
 NE0295;                    North         East    Units  Estimated Accuracy
 NE0295;SPC MI S     -   148,540.    4,125,840.      MT  (+/- 180 meters Scaled)
 NE0295
 NE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH506432(NAD 83)
 NE0295
 NE0295                          SUPERSEDED SURVEY CONTROL
 NE0295
 NE0295  NGVD 29 (??/??/92)  217.090  (m)          712.24   (f) ADJ UNCH       
 NE0295
 NE0295.Superseded values are not recommended for survey control.
 NE0295
 NE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0295.See file dsdata.pdf to determine how the superseded data were derived.
 NE0295
 NE0295_MARKER: DD = SURVEY DISK
 NE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0295_STAMPING: BM NO 4 1/2
 NE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0295+STABILITY: SURFACE MOTION
 NE0295
 NE0295  HISTORY     - Date     Condition        Report By
 NE0295  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0295  HISTORY     - 1934     GOOD             CGS
 NE0295  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0295
 NE0295                          STATION DESCRIPTION
 NE0295
 NE0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0295'3 MI E FROM ARMADA.
 NE0295'3.0 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0295'STATION AT ARMADA, MACOMB COUNTY, AT A PRIVATE-ROAD CROSSING,
 NE0295'56 FEET SOUTH OF THE SOUTH RAIL, 24 FEET NORTH OF THE SOUTH
 NE0295'RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST OF A GATEPOST, AND ABOUT
 NE0295'3 FEET LOWER THAN THE TOP OF THE RAIL.  A 1 1/2-INCH BRONZE
 NE0295'DISK, STAMPED B.M. NO. 4 1/2 AND SET IN THE TOP OF A CONCRETE
 NE0295'POST.
 NE0295
 NE0295                          STATION RECOVERY (1988)
 NE0295
 NE0295'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6839 ***********************************************************************
 AA6839  DESIGNATION -  4 2
 AA6839  PID         -  AA6839
 AA6839  STATE/COUNTY-  MI/WAYNE
 AA6839  COUNTRY     -  US
 AA6839  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6839
 AA6839                         *CURRENT SURVEY CONTROL
 AA6839  ______________________________________________________________________
 AA6839* NAD 83(2011) POSITION- 42 26 23.02226(N) 083 06 57.59791(W)   ADJUSTED
 AA6839* NAD 83(2011) ELLIP HT-   160.004 (meters)        (06/27/12)   ADJUSTED
 AA6839* NAD 83(2011) EPOCH   -  2010.00
 AA6839* NAVD 88 ORTHO HEIGHT -   194.2   (meters)      637.    (feet) GPS OBS
 AA6839  ______________________________________________________________________
 AA6839  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6839  GEOID HEIGHT    -         -34.29 (meters)                     GEOID93
 AA6839  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 AA6839  NAD 83(2011) X  -    565,053.591 (meters)                     COMP
 AA6839  NAD 83(2011) Y  - -4,680,309.036 (meters)                     COMP
 AA6839  NAD 83(2011) Z  -  4,281,884.169 (meters)                     COMP
 AA6839  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 AA6839
 AA6839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6839  Standards:
 AA6839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6839  -------------------------------------------------------------------
 AA6839  NETWORK    1.19   1.31           0.56   0.38   0.67      0.00877401
 AA6839  -------------------------------------------------------------------
 AA6839  Click here for local accuracies and other accuracy information.
 AA6839
 AA6839.The horizontal coordinates were established by GPS observations
 AA6839.and adjusted by the National Geodetic Survey in June 2012.
 AA6839
 AA6839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6839.been affixed to the stable North American tectonic plate. See 
 AA6839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6839
 AA6839.The horizontal coordinates are valid at the epoch date displayed above
 AA6839.which is a decimal equivalence of Year/Month/Day.
 AA6839
 AA6839.The orthometric height was determined by GPS observations and a
 AA6839.high-resolution geoid model.
 AA6839
 AA6839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6839.GEOID18 height accuracy estimate available here.
 AA6839
 AA6839.Click photographs - Photos may exist for this station.
 AA6839
 AA6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6839
 AA6839.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6839
 AA6839.The ellipsoidal height was determined by GPS observations
 AA6839.and is referenced to NAD 83.
 AA6839
 AA6839. The following values were computed from the NAD 83(2011) position.
 AA6839
 AA6839;                    North         East     Units Scale Factor Converg.
 AA6839;SPC MI S     -   105,147.035 4,102,892.010   MT  0.99993689   +0 51 04.0
 AA6839;SPC MI S     -   344,970.59 13,460,931.79   iFT  0.99993689   +0 51 04.0
 AA6839;UTM  17      - 4,700,769.771   325,966.027   MT  0.99997266   -1 25 41.8
 AA6839
 AA6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6839!SPC MI S     -   0.99997491  x   0.99993689  =   0.99991180
 AA6839!UTM  17      -   0.99997491  x   0.99997266  =   0.99994757
 AA6839
 AA6839:                Primary Azimuth Mark                     Grid Az
 AA6839:SPC MI S     -  4 1                                      356 37 40.2
 AA6839:UTM  17      -  4 1                                      358 54 26.0
 AA6839
 AA6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2596600769(NAD 83)
 AA6839
 AA6839|---------------------------------------------------------------------|
 AA6839| PID    Reference Object                     Distance      Geod. Az  |
 AA6839|                                                           dddmmss.s |
 AA6839| AA6838 4 1                                 APPROX. 0.6 KM 3572844.2 |
 AA6839|---------------------------------------------------------------------|
 AA6839
 AA6839                          SUPERSEDED SURVEY CONTROL
 AA6839
 AA6839  NAD 83(2007)-  42 26 23.02239(N)    083 06 57.59891(W) AD(2002.00) 0
 AA6839  ELLIP H (02/10/07)  159.997  (m)                       GP(2002.00)    
 AA6839  ELLIP H (07/12/02)  160.038  (m)                       GP(       ) 4 1
 AA6839  NAD 83(1994)-  42 26 23.02242(N)    083 06 57.59866(W) AD(       ) 1
 AA6839  ELLIP H (02/03/97)  160.075  (m)                       GP(       ) 4 1
 AA6839  NAD 83(1986)-  42 26 23.02678(N)    083 06 57.63019(W) AD(       ) 1
 AA6839
 AA6839.Superseded values are not recommended for survey control.
 AA6839
 AA6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6839.See file dsdata.pdf to determine how the superseded data were derived.
 AA6839
 AA6839_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6839_STAMPING: 4-2 1994
 AA6839_MARK LOGO: MI-163
 AA6839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6839+STABILITY: SURFACE MOTION
 AA6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6839+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6839
 AA6839  HISTORY     - Date     Condition        Report By
 AA6839  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6839
 AA6839                          STATION DESCRIPTION
 AA6839
 AA6839'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6839'STATION IS LOCATED NORTH OF HIGHLAND PARK, MICHIGAN IN THE MICHIGAN
 AA6839'STATE FAIRGROUNDS. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75
 AA6839'AND EIGHT MILE ROAD (EXIT 59) PROCEED WEST 1.55 MILESON EIGHT MILE
 AA6839'ROAD TO WOODWARD (M-1) ,  THENCE GO SOUTH ON WOODWARD 0.4 MILESTO THE
 AA6839'STATE FAIRGROUNDS ENTRANCE,  THENCE GO EAST INTO THE FAIRGROUNDS ON
 AA6839'GREAT LAKES BOULEVARD 0.25 MILESTO BLUE RIBBON BOULEVARD, THENCE GO
 AA6839'SOUTH ON BLUE RIBBON 0.2 MILESTO MOTOR CITY AVENUE AND THE STATION ON
 AA6839'THE SOUTH SIDE OF MOTOR CITY AVENUE JUST EAST OF BLUE RIBBON BOULEVARD
 AA6839'EXTENDED. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN THE
 AA6839'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA6839'THE SOUTH EDGE OF MOTOR CITY AVENUE IS N 0 W, 13.00 FEET,  A POLE IS N
 AA6839'25 E, 13.93 FEET,  A 24 INCH ELM IS S 35 W, 102.33 FEET,  ANOTHER 24
 AA6839'INCH ELM IS N 80 E,  58.23 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6841 ***********************************************************************
 AA6841  DESIGNATION -  4 3
 AA6841  PID         -  AA6841
 AA6841  STATE/COUNTY-  MI/WAYNE
 AA6841  COUNTRY     -  US
 AA6841  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6841
 AA6841                         *CURRENT SURVEY CONTROL
 AA6841  ______________________________________________________________________
 AA6841* NAD 83(2011) POSITION- 42 23 41.83610(N) 083 05 10.32082(W)   ADJUSTED
 AA6841* NAD 83(2011) ELLIP HT-   158.732 (meters)        (06/27/12)   ADJUSTED
 AA6841* NAD 83(2011) EPOCH   -  2010.00
 AA6841* NAVD 88 ORTHO HEIGHT -   193.0   (meters)      633.    (feet) GPS OBS
 AA6841  ______________________________________________________________________
 AA6841  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6841  GEOID HEIGHT    -         -34.36 (meters)                     GEOID93
 AA6841  GEOID HEIGHT    -        -34.442 (meters)                     GEOID18
 AA6841  NAD 83(2011) X  -    567,891.448 (meters)                     COMP
 AA6841  NAD 83(2011) Y  - -4,683,344.067 (meters)                     COMP
 AA6841  NAD 83(2011) Z  -  4,278,211.489 (meters)                     COMP
 AA6841  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 AA6841
 AA6841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6841  Standards:
 AA6841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6841  -------------------------------------------------------------------
 AA6841  NETWORK    1.10   1.20           0.52   0.34   0.61      0.01832545
 AA6841  -------------------------------------------------------------------
 AA6841  Click here for local accuracies and other accuracy information.
 AA6841
 AA6841.The horizontal coordinates were established by GPS observations
 AA6841.and adjusted by the National Geodetic Survey in June 2012.
 AA6841
 AA6841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6841.been affixed to the stable North American tectonic plate. See 
 AA6841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6841
 AA6841.The horizontal coordinates are valid at the epoch date displayed above
 AA6841.which is a decimal equivalence of Year/Month/Day.
 AA6841
 AA6841.The orthometric height was determined by GPS observations and a
 AA6841.high-resolution geoid model.
 AA6841
 AA6841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6841.GEOID18 height accuracy estimate available here.
 AA6841
 AA6841.Click photographs - Photos may exist for this station.
 AA6841
 AA6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6841
 AA6841.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6841
 AA6841.The ellipsoidal height was determined by GPS observations
 AA6841.and is referenced to NAD 83.
 AA6841
 AA6841. The following values were computed from the NAD 83(2011) position.
 AA6841
 AA6841;                    North         East     Units Scale Factor Converg.
 AA6841;SPC MI S     -   100,211.209 4,105,419.027   MT  0.99994323   +0 52 17.0
 AA6841;SPC MI S     -   328,776.93 13,469,222.53   iFT  0.99994323   +0 52 17.0
 AA6841;UTM  17      - 4,695,737.227   328,294.847   MT  0.99996276   -1 24 25.0
 AA6841
 AA6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6841!SPC MI S     -   0.99997511  x   0.99994323  =   0.99991834
 AA6841!UTM  17      -   0.99997511  x   0.99996276  =   0.99993787
 AA6841
 AA6841:                Primary Azimuth Mark                     Grid Az
 AA6841:SPC MI S     -  33 254A                                  150 48 49.7
 AA6841:UTM  17      -  33 254A                                  153 05 31.7
 AA6841
 AA6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2829495737(NAD 83)
 AA6841
 AA6841|---------------------------------------------------------------------|
 AA6841| PID    Reference Object                     Distance      Geod. Az  |
 AA6841|                                                           dddmmss.s |
 AA6841| AA6837 33 254A                             433.675 METERS 1514106.7 |
 AA6841|---------------------------------------------------------------------|
 AA6841
 AA6841                          SUPERSEDED SURVEY CONTROL
 AA6841
 AA6841  NAD 83(2007)-  42 23 41.83623(N)    083 05 10.32177(W) AD(2002.00) 0
 AA6841  ELLIP H (02/10/07)  158.724  (m)                       GP(2002.00)    
 AA6841  ELLIP H (07/12/02)  158.768  (m)                       GP(       ) 4 1
 AA6841  NAD 83(1994)-  42 23 41.83627(N)    083 05 10.32151(W) AD(       ) 1
 AA6841  ELLIP H (02/03/97)  158.806  (m)                       GP(       ) 4 1
 AA6841  NAD 83(1986)-  42 23 41.84068(N)    083 05 10.35289(W) AD(       ) 1
 AA6841
 AA6841.Superseded values are not recommended for survey control.
 AA6841
 AA6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6841.See file dsdata.pdf to determine how the superseded data were derived.
 AA6841
 AA6841_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6841_STAMPING: 4-3 1994
 AA6841_MARK LOGO: MI-163
 AA6841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6841+STABILITY: SURFACE MOTION
 AA6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6841+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6841
 AA6841  HISTORY     - Date     Condition        Report By
 AA6841  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6841  HISTORY     - 20071012 MARK NOT FOUND   AHI
 AA6841
 AA6841                          STATION DESCRIPTION
 AA6841
 AA6841'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6841'STATION IS LOCATED IN HAMTRAMCK, MICHIGAN ON JOHN R ROAD. TO REACH
 AA6841'FROM THE INTERSECTION OF M-1 (WOODWARD AVENUE) AND CALIFORNIA STREET,
 AA6841'PROCEED EAST 0.2 MILESON CALIFORNIA STREET TO JOHN R, THENCE SOUTHERLY
 AA6841'ON JOHN R 0.1 MILESTO THE STATION ON RIGHT JUST SOUTH OF AN ALLEY
 AA6841'BETWEEN THE SIDEWALK AND THE WEST CURB OF JOHN R. THE STATION IS A
 AA6841'BRASS 'WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6841'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. THE WEST EDGE OF JOHN R
 AA6841'PAVEMENT IS N 90 E, 3.24 FEET,  THE EAST EDGE OF WALK IS N 90 W, 2.6
 AA6841'FEET,  A LIGHT POLE IS N 5 E, 5.31 FEET,  THE CENTERLINE OF A
 AA6841'CATCHBASIN IS S 45 E, 45.22 FEET.
 AA6841
 AA6841                          STATION RECOVERY (2007)
 AA6841
 AA6841'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2007 (CCM)
 AA6841'ACTUAL MARKER NOT FOUND.  FOUND TWO (2) REMAINING CONCRETE REINFORCING
 AA6841'RODS AND THE REMAINS OF DISINTEGRATED CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0181 ***********************************************************************
 QJ0181  DESIGNATION -  4 GEU
 QJ0181  PID         -  QJ0181
 QJ0181  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0181  COUNTRY     -  US
 QJ0181  USGS QUAD   -  ROGERS CITY (2017)
 QJ0181
 QJ0181                         *CURRENT SURVEY CONTROL
 QJ0181  ______________________________________________________________________
 QJ0181* NAD 83(1986) POSITION- 45 25 52.     (N) 083 50 23.     (W)   SCALED
 QJ0181* NAVD 88 ORTHO HEIGHT -   183.713 (meters)      602.73  (feet) ADJUSTED
 QJ0181  ______________________________________________________________________
 QJ0181  GEOID HEIGHT    -        -36.824 (meters)                     GEOID18
 QJ0181  DYNAMIC HEIGHT  -        183.704 (meters)      602.70  (feet) COMP
 QJ0181  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 QJ0181
 QJ0181  VERT ORDER      -  FIRST     CLASS II
 QJ0181
 QJ0181.The horizontal coordinates were scaled from a map and have
 QJ0181.an estimated accuracy of +/- 6 seconds.
 QJ0181
 QJ0181.The orthometric height was determined by differential leveling and
 QJ0181.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0181.in June 1991.
 QJ0181
 QJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0181.GEOID18 height accuracy estimate available here.
 QJ0181
 QJ0181.Click photographs - Photos may exist for this station.
 QJ0181
 QJ0181.The dynamic height is computed by dividing the NAVD 88
 QJ0181.geopotential number by the normal gravity value computed on the
 QJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0181.degrees latitude (g = 980.6199 gals.).
 QJ0181
 QJ0181.The modeled gravity was interpolated from observed gravity values.
 QJ0181
 QJ0181;                    North         East    Units  Estimated Accuracy
 QJ0181;SPC MI C     -   235,090.    6,041,230.      MT  (+/- 180 meters Scaled)
 QJ0181
 QJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL778347(NAD 83)
 QJ0181
 QJ0181                          SUPERSEDED SURVEY CONTROL
 QJ0181
 QJ0181.No superseded survey control is available for this station.
 QJ0181
 QJ0181_MARKER: DD = SURVEY DISK
 QJ0181_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QJ0181_SP_SET: BRIDGE ABUTMENT
 QJ0181_STAMPING: 4 GEU 1971
 QJ0181_MARK LOGO: USGS
 QJ0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0181+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 QJ0181
 QJ0181  HISTORY     - Date     Condition        Report By
 QJ0181  HISTORY     - 1971     MONUMENTED       USGS
 QJ0181  HISTORY     - 1983     GOOD             NGS
 QJ0181  HISTORY     - 20010725 GOOD             MIDT
 QJ0181  HISTORY     - 20160525 MARK NOT FOUND   C2AE
 QJ0181
 QJ0181                          STATION DESCRIPTION
 QJ0181
 QJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0181'2.5 KM (1.55 MI) NW FROM ROGERS CITY.
 QJ0181'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0181'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 0.7 KM (0.45 MI)
 QJ0181'NORTHWEST ALONG U.S. HIGHWAY 23 AT A CONCRETE BRIDGE OVER TROUT RIVER,
 QJ0181'IS A U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK SET IN THE
 QJ0181'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT, IS ABOUT 0.6 METER
 QJ0181'(2.0 FT) BELOW THE HIGHWAY, 8.07 METERS (26.5 FT) EAST-NORTHEAST OF
 QJ0181'THE CENTERLINE OF THE HIGHWAY, 0.27 METER (0.9 FT) WEST-SOUTHWEST OF
 QJ0181'THE EAST-NORTHEAST END OF THE NORTHWEST ABUTMENT, AND 0.21 METER
 QJ0181'(0.7 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST FACE OF THE NORTHWEST
 QJ0181'ABUTMENT.
 QJ0181
 QJ0181                          STATION RECOVERY (2001)
 QJ0181
 QJ0181'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (CHH)
 QJ0181'RECOVERED AS DESCRIBED
 QJ0181
 QJ0181                          STATION RECOVERY (2016)
 QJ0181
 QJ0181'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 QJ0181'ORIGINAL DISK NOT FOUND. POSSIBLE BRIDGE REPLACEMENT (FORMERLY B1
 QJ0181'OF 71-14-5). NEW DISK IS STAMPED 4 GEU RESET 2003. NO NGS
 QJ0181'DATASHEET FOR NEW DISK. NEW DISK IS SET IN THE TOP OF THE BRIDGE
 QJ0181'ABUTMENT. NEW DISK IS ON THE SOUTH SIDE OF THE TROUT RIVER AND
 QJ0181'EAST OF US-23 (NORTH BRADLEY HIGHWAY) AT THE ANGLE POINT OF THE
 QJ0181'BRIDGE ABUTMENT WALL. NEW DISK IS MARKED WITH A CARSONITE POST
 QJ0181'BEHIND (EAST OF) THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0505 ***********************************************************************
 OJ0505  DESIGNATION -  4 KEE
 OJ0505  PID         -  OJ0505
 OJ0505  STATE/COUNTY-  MI/HURON
 OJ0505  COUNTRY     -  US
 OJ0505  USGS QUAD   -  KINDE WEST (2017)
 OJ0505
 OJ0505                         *CURRENT SURVEY CONTROL
 OJ0505  ______________________________________________________________________
 OJ0505* NAD 83(1986) POSITION- 43 59 00.     (N) 083 07 18.     (W)   SCALED
 OJ0505* NAVD 88 ORTHO HEIGHT -   183.551 (meters)      602.20  (feet) ADJUSTED
 OJ0505  ______________________________________________________________________
 OJ0505  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 OJ0505  DYNAMIC HEIGHT  -        183.524 (meters)      602.11  (feet) COMP
 OJ0505  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 OJ0505
 OJ0505  VERT ORDER      -  FIRST     CLASS 0
 OJ0505
 OJ0505.The horizontal coordinates were scaled from a map and have
 OJ0505.an estimated accuracy of +/- 6 seconds.
 OJ0505
 OJ0505.The orthometric height was determined by differential leveling and
 OJ0505.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0505.in June 1991.
 OJ0505
 OJ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0505.GEOID18 height accuracy estimate available here.
 OJ0505
 OJ0505.Click photographs - Photos may exist for this station.
 OJ0505
 OJ0505.The dynamic height is computed by dividing the NAVD 88
 OJ0505.geopotential number by the normal gravity value computed on the
 OJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0505.degrees latitude (g = 980.6199 gals.).
 OJ0505
 OJ0505.The modeled gravity was interpolated from observed gravity values.
 OJ0505
 OJ0505;                    North         East    Units  Estimated Accuracy
 OJ0505;SPC MI S     -   276,600.    4,099,890.      MT  (+/- 180 meters Scaled)
 OJ0505
 OJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ298722(NAD 83)
 OJ0505
 OJ0505                          SUPERSEDED SURVEY CONTROL
 OJ0505
 OJ0505  NGVD 29 (??/??/92)  183.692  (m)          602.66   (f) ADJ UNCH    1 0
 OJ0505
 OJ0505.Superseded values are not recommended for survey control.
 OJ0505
 OJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0505.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0505
 OJ0505_MARKER: DD = SURVEY DISK
 OJ0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0505_SP_SET: CULVERT
 OJ0505_STAMPING: 4 KEE 1969 602
 OJ0505_MARK LOGO: USGS
 OJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0505+STABILITY: SURFACE MOTION
 OJ0505
 OJ0505  HISTORY     - Date     Condition        Report By
 OJ0505  HISTORY     - 1969     MONUMENTED       USGS
 OJ0505  HISTORY     - 1976     GOOD             NOS
 OJ0505  HISTORY     - 19990605 GOOD             USPSQD
 OJ0505
 OJ0505                          STATION DESCRIPTION
 OJ0505
 OJ0505'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0505'10.0 MI SW FROM PORT AUSTIN.
 OJ0505'10 MILES SOUTHWEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF LAKE AND
 OJ0505'SPRING STREETS IN PORT AUSTIN, ON THE NORTHEAST CORNER OF THE INTER
 OJ0505'SECTION OF OAK BEACH AND FEHNER ROADS, 34 FT. EAST CENTERLINE OF OAK
 OJ0505'BEACH ROAD, 13 1/2 FT. NORTH CENTERLINE OF FEHNER ROAD, 1/2 FOOT BELOW
 OJ0505'ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0505'SET 1.5 FT. WEST OF EAST END OF NORTH HEADWALL OF A CONCRETE CULVERT.
 OJ0505
 OJ0505                          STATION RECOVERY (1999)
 OJ0505
 OJ0505'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0193 ***********************************************************************
 RJ0193  DESIGNATION -  4 R
 RJ0193  PID         -  RJ0193
 RJ0193  STATE/COUNTY-  MI/CHIPPEWA
 RJ0193  COUNTRY     -  US
 RJ0193  USGS QUAD   -  OAK RIDGE (2017)
 RJ0193
 RJ0193                         *CURRENT SURVEY CONTROL
 RJ0193  ______________________________________________________________________
 RJ0193* NAD 83(2011) POSITION- 46 19 17.12401(N) 084 09 05.34063(W)   ADJUSTED
 RJ0193* NAD 83(2011) ELLIP HT-   141.951 (meters)        (12/02/25)   ADJUSTED
 RJ0193* NAD 83(2011) EPOCH   -  2010.00
 RJ0193* NAVD 88 ORTHO HEIGHT -   178.542 (meters)      585.77  (feet) ADJUSTED
 RJ0193  ______________________________________________________________________
 RJ0193  GEOID HEIGHT    -        -36.590 (meters)                     GEOID18
 RJ0193  NAD 83(2011) X  -    449,643.124 (meters)                     COMP
 RJ0193  NAD 83(2011) Y  - -4,389,679.544 (meters)                     COMP
 RJ0193  NAD 83(2011) Z  -  4,590,096.486 (meters)                     COMP
 RJ0193  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 RJ0193  DYNAMIC HEIGHT  -        178.552 (meters)      585.80  (feet) COMP
 RJ0193  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 RJ0193
 RJ0193  VERT ORDER      -  FIRST     CLASS 0
 RJ0193
 RJ0193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0193  Standards:
 RJ0193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0193  -------------------------------------------------------------------
 RJ0193  NETWORK    0.44   0.80           0.20   0.15   0.41     -0.03428761
 RJ0193  -------------------------------------------------------------------
 RJ0193  Click here for local accuracies and other accuracy information.
 RJ0193
 RJ0193.The horizontal coordinates were established by GPS observations
 RJ0193.and adjusted by the National Geodetic Survey in December 2025.
 RJ0193
 RJ0193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0193.been affixed to the stable North American tectonic plate. See 
 RJ0193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0193
 RJ0193.The horizontal coordinates are valid at the epoch date displayed above
 RJ0193.which is a decimal equivalence of Year/Month/Day.
 RJ0193
 RJ0193.The orthometric height was determined by differential leveling and
 RJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0193.in June 1991.
 RJ0193
 RJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0193.GEOID18 height accuracy estimate available here.
 RJ0193
 RJ0193.Click photographs - Photos may exist for this station.
 RJ0193
 RJ0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0193
 RJ0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0193
 RJ0193.The ellipsoidal height was determined by GPS observations
 RJ0193.and is referenced to NAD 83.
 RJ0193
 RJ0193.The dynamic height is computed by dividing the NAVD 88
 RJ0193.geopotential number by the normal gravity value computed on the
 RJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0193.degrees latitude (g = 980.6199 gals.).
 RJ0193
 RJ0193.The modeled gravity was interpolated from observed gravity values.
 RJ0193
 RJ0193. The following values were computed from the NAD 83(2011) position.
 RJ0193
 RJ0193;                    North         East     Units Scale Factor Converg.
 RJ0193;SPC MI N     -   174,890.312 8,219,305.838   MT  0.99990303   +2 03 32.0
 RJ0193;SPC MI N     -   573,787.11 26,966,226.50   iFT  0.99990303   +2 03 32.0
 RJ0193;UTM  16      - 5,133,704.680   719,282.503   MT  1.00019112   +2 03 39.4
 RJ0193
 RJ0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0193!SPC MI N     -   0.99997775  x   0.99990303  =   0.99988078
 RJ0193!UTM  16      -   0.99997775  x   1.00019112  =   1.00016886
 RJ0193
 RJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1928233704(NAD 83)
 RJ0193
 RJ0193                          SUPERSEDED SURVEY CONTROL
 RJ0193
 RJ0193.No superseded survey control is available for this station.
 RJ0193
 RJ0193_MARKER: B = BOLT
 RJ0193_SETTING: 80 = SET IN A BOULDER
 RJ0193_MARK LOGO: USLS
 RJ0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0193+STABILITY: SURFACE MOTION
 RJ0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0193+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 RJ0193
 RJ0193  HISTORY     - Date     Condition        Report By
 RJ0193  HISTORY     - 1926     MONUMENTED       USLS
 RJ0193  HISTORY     - 1969     GOOD             USLS
 RJ0193  HISTORY     - 1983     GOOD             NGS
 RJ0193  HISTORY     - 19950922 GOOD             NOS
 RJ0193  HISTORY     - 20220815 GOOD             USACE
 RJ0193
 RJ0193                          STATION DESCRIPTION
 RJ0193
 RJ0193'DESCRIBED BY US LAKE SURVEY 1969
 RJ0193'AT NEEBISH ISLAND.
 RJ0193'4 R IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.6
 RJ0193'MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, NEAR THE COAST
 RJ0193'GUARD STATION, 2.35 MILES NORTH FROM INTERSECTION OF 15 MILE
 RJ0193'ROAD AND BRANDER ROAD TO ROAD TO RIGHT, THEN 0.2 MILE EAST TO
 RJ0193'VICINITY OF MARK, 70.0 FEET WEST OF UTILITY POLE NO. NE 2-41.39,
 RJ0193'24.2 FEET NORTHWEST OF UTILITY POLE ON SOUTH SIDE OF ROAD,
 RJ0193'14 FEET NORTH OF CENTERLINE OF ROAD, 4 FEET ABOVE THE GROUND,
 RJ0193'BEING HIGHEST POINT ON TOP OF AN IRON BOLT LEADED INTO THE TOP
 RJ0193'OF A LARGE BOULDER.
 RJ0193
 RJ0193                          STATION RECOVERY (1983)
 RJ0193
 RJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0193'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0193'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0193'BRANDER ROAD, 0.5 KM (0.3 MI) EAST ALONG A WOODS ROAD TO AN OLD DOCK
 RJ0193'SITE WHICH IS NOW OWNED BY THE U.S. CORP OF ENGINEERS, MARK IS AN IRON
 RJ0193'BOLT LEADED INTO THE TOP OF A 6 BY 9 FOOT BOULDER WHICH IS LOCATED
 RJ0193'ABOUT 61 METERS (200 FT) WEST OF THE DOCK SITE, 6.7 METERS (22.0 FT)
 RJ0193'NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, AND 21.3 METERS (70.0
 RJ0193'FT) WEST OF POWERLINE POLE NUMBER NE2-4138 WITH THREE GUY WIRES.
 RJ0193'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0193
 RJ0193                          STATION RECOVERY (1995)
 RJ0193
 RJ0193'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0193'RECOVERED AS DESCRIBED.
 RJ0193
 RJ0193                          STATION RECOVERY (2022)
 RJ0193
 RJ0193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2022 (KSJ)
 RJ0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0264 ***********************************************************************
 QK0264  DESIGNATION -  4 USLS
 QK0264  PID         -  QK0264
 QK0264  STATE/COUNTY-  MI/CHEBOYGAN
 QK0264  COUNTRY     -  US
 QK0264  USGS QUAD   -  SAINT IGNACE (2017)
 QK0264
 QK0264                         *CURRENT SURVEY CONTROL
 QK0264  ______________________________________________________________________
 QK0264* NAD 83(1986) POSITION- 45 46 48.     (N) 084 43 31.     (W)   SCALED
 QK0264* NAVD 88 ORTHO HEIGHT -   177.827 (meters)      583.42  (feet) ADJUSTED
 QK0264  ______________________________________________________________________
 QK0264  GEOID HEIGHT    -        -35.411 (meters)                     GEOID18
 QK0264  DYNAMIC HEIGHT  -        177.831 (meters)      583.43  (feet) COMP
 QK0264  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 QK0264
 QK0264  VERT ORDER      -  FIRST     CLASS II
 QK0264
 QK0264.The horizontal coordinates were scaled from a map and have
 QK0264.an estimated accuracy of +/- 6 seconds.
 QK0264
 QK0264.The orthometric height was determined by differential leveling and
 QK0264.adjusted by the NATIONAL GEODETIC SURVEY
 QK0264.in June 1991.
 QK0264
 QK0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0264.GEOID18 height accuracy estimate available here.
 QK0264
 QK0264.Click photographs - Photos may exist for this station.
 QK0264
 QK0264.The dynamic height is computed by dividing the NAVD 88
 QK0264.geopotential number by the normal gravity value computed on the
 QK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0264.degrees latitude (g = 980.6199 gals.).
 QK0264
 QK0264.The modeled gravity was interpolated from observed gravity values.
 QK0264
 QK0264;                    North         East    Units  Estimated Accuracy
 QK0264;SPC MI C     -   273,800.    5,972,110.      MT  (+/- 180 meters Scaled)
 QK0264
 QK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768721(NAD 83)
 QK0264
 QK0264                          SUPERSEDED SURVEY CONTROL
 QK0264
 QK0264  NGVD 29 (??/??/92)  177.841  (m)          583.47   (f) ADJ UNCH    1 2
 QK0264
 QK0264.Superseded values are not recommended for survey control.
 QK0264
 QK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0264.See file dsdata.pdf to determine how the superseded data were derived.
 QK0264
 QK0264_MARKER: P = PIPE CAP
 QK0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0264
 QK0264  HISTORY     - Date     Condition        Report By
 QK0264  HISTORY     - UNK      MONUMENTED       USLS
 QK0264  HISTORY     - 1934     GOOD             CGS
 QK0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0264
 QK0264                          STATION DESCRIPTION
 QK0264
 QK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0264'AT MACKINAW CITY.
 QK0264'AT MACKINAW CITY, CHEBOYGAN COUNTY, ON HURON AVENUE, 119.4 FEET
 QK0264'WEST OF THE NORTHWEST CORNER OF THE PENNSYLVANIA RAILROAD PUMP
 QK0264'HOUSE AND IN LINE WITH ITS NORTH FACE, 65 FEET EAST OF BENCH
 QK0264'MARK R(USLS)=U 11 46.5 FEET NORTH OF THE NORTH RAIL OF THE
 QK0264'MAIN TRACK OF THE MICHIGAN CENTRAL RAILROAD TO THE DOCKS, 34.9
 QK0264'FEET NORTH OF THE NORTH RAIL OF THE BRANCH TRACK OF THE GRAND
 QK0264'RAPIDS AND INDIANA RAILWAY TO THE DOCKS, 21.9 FEET EAST OF THE
 QK0264'EAST EDGE OF U.S. HIGHWAY 23, AND 1 FOOT WEST OF AN OLD CONCRETE
 QK0264'FOUNDATION.  THE TOP OF A BRONZE TUBE, SET IN CONCRETE COVERED
 QK0264'OVER BY A 6-FOOT DIRT FILL AND MARKED BY A 2-1/2 INCH CAST-IRON
 QK0264'PIPE PROJECTING 2 FEET ABOVE GROUND.
 QK0264
 QK0264                          STATION RECOVERY (1983)
 QK0264
 QK0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0264'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0871 ***********************************************************************
 RL0871  DESIGNATION -  4 WR
 RL0871  PID         -  RL0871
 RL0871  STATE/COUNTY-  MI/ONTONAGON
 RL0871  COUNTRY     -  US
 RL0871  USGS QUAD   -  OAK BLUFF (2017)
 RL0871
 RL0871                         *CURRENT SURVEY CONTROL
 RL0871  ______________________________________________________________________
 RL0871* NAD 83(1986) POSITION- 46 41 19.9    (N) 089 18 20.1    (W)   HD_HELD2
 RL0871* NAVD 88 ORTHO HEIGHT -   370.113 (meters)     1214.28  (feet) ADJUSTED
 RL0871  ______________________________________________________________________
 RL0871  GEOID HEIGHT    -        -31.558 (meters)                     GEOID18
 RL0871  DYNAMIC HEIGHT  -        370.146 (meters)     1214.39  (feet) COMP
 RL0871  MODELED GRAVITY -    980,691.6   (mgal)                       NAVD 88
 RL0871
 RL0871  VERT ORDER      -  SECOND    CLASS 0
 RL0871
 RL0871.The horizontal coordinates were established by autonomous hand held GPS
 RL0871.observations and have an estimated accuracy of +/- 10 meters.
 RL0871
 RL0871.The orthometric height was determined by differential leveling and
 RL0871.adjusted by the NATIONAL GEODETIC SURVEY
 RL0871.in June 1991.
 RL0871
 RL0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0871.GEOID18 height accuracy estimate available here.
 RL0871
 RL0871.Click photographs - Photos may exist for this station.
 RL0871
 RL0871.The dynamic height is computed by dividing the NAVD 88
 RL0871.geopotential number by the normal gravity value computed on the
 RL0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0871.degrees latitude (g = 980.6199 gals.).
 RL0871
 RL0871.The modeled gravity was interpolated from observed gravity values.
 RL0871
 RL0871;                    North         East    Units  Estimated Accuracy
 RL0871;SPC MI N     -   214,355.    7,823,669.      MT  (+/- 10 meters HH2 GPS)
 RL0871
 RL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2370473170(NAD 83)
 RL0871
 RL0871                          SUPERSEDED SURVEY CONTROL
 RL0871
 RL0871  NGVD 29 (??/??/92)  370.121  (m)         1214.31   (f) ADJ UNCH    2 0
 RL0871
 RL0871.Superseded values are not recommended for survey control.
 RL0871
 RL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0871.See file dsdata.pdf to determine how the superseded data were derived.
 RL0871
 RL0871_MARKER: DB = BENCH MARK DISK
 RL0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0871_STAMPING: 4 WR 1948
 RL0871_MARK LOGO: USGS
 RL0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0871+STABILITY: SURFACE MOTION
 RL0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0871+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0871
 RL0871  HISTORY     - Date     Condition        Report By
 RL0871  HISTORY     - 1948     MONUMENTED       USGS
 RL0871  HISTORY     - 1948     GOOD             CGS
 RL0871  HISTORY     - 20010619 GOOD             USPSQD
 RL0871  HISTORY     - 20040507 GOOD             GEOCAC
 RL0871
 RL0871                          STATION DESCRIPTION
 RL0871
 RL0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0871'8.2 MI SW FROM ROCKLAND.
 RL0871'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0871'ROCKLAND, THENCE 8.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0871'AT THE SOUTHWEST END OF A NORTH TO SOUTHWEST CURVE, 76 FEET
 RL0871'WEST AND ACROSS THE ROAD FROM A 24-INCH TRIANGULAR BLAZED OAK
 RL0871'TREE, 29 FEET NORTH OF A 6-INCH TRIANGULAR BLAZED POPLAR TREE,
 RL0871'27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 RL0871'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0871'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0871
 RL0871                          STATION RECOVERY (2001)
 RL0871
 RL0871'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0871'RECOVERED IN GOOD CONDITION.
 RL0871
 RL0871                          STATION RECOVERY (2004)
 RL0871
 RL0871'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0871'1 FT NORTH OF MWP+SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0608 ***********************************************************************
 PL0608  DESIGNATION -  40102
 PL0608  PID         -  PL0608
 PL0608  STATE/COUNTY-  MI/KALKASKA
 PL0608  COUNTRY     -  US
 PL0608  USGS QUAD   -  KALKASKA (2017)
 PL0608
 PL0608                         *CURRENT SURVEY CONTROL
 PL0608  ______________________________________________________________________
 PL0608* NAD 83(1994) POSITION- 44 42 58.14221(N) 085 11 24.95289(W)   ADJUSTED
 PL0608* NAD 83(1994) ELLIP HT-   279.612 (meters)        (02/03/97)   ADJUSTED
 PL0608* NAVD 88 ORTHO HEIGHT -   313.4   (meters)     1028.    (feet) GPS OBS
 PL0608  ______________________________________________________________________
 PL0608  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0608  GEOID HEIGHT    -        -33.460 (meters)                     GEOID93
 PL0608  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 PL0608  NAD 83(1994) X  -    380,669.385 (meters)                     COMP
 PL0608  NAD 83(1994) Y  - -4,524,051.964 (meters)                     COMP
 PL0608  NAD 83(1994) Z  -  4,465,185.078 (meters)                     COMP
 PL0608  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 PL0608  HORZ ORDER      -  FIRST
 PL0608  ELLP ORDER      -  FOURTH    CLASS I
 PL0608
 PL0608.The horizontal coordinates were established by GPS observations
 PL0608.and adjusted by the National Geodetic Survey in February 1997.
 PL0608
 PL0608.The orthometric height was determined by GPS observations and a
 PL0608.high-resolution geoid model.
 PL0608
 PL0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0608.GEOID18 height accuracy estimate available here.
 PL0608
 PL0608.Click photographs - Photos may exist for this station.
 PL0608
 PL0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0608
 PL0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0608
 PL0608.The ellipsoidal height was determined by GPS observations
 PL0608.and is referenced to NAD 83.
 PL0608
 PL0608. The following values were computed from the NAD 83(1994) position.
 PL0608
 PL0608;                    North         East     Units Scale Factor Converg.
 PL0608;SPC MI C     -   155,841.935 5,934,748.383   MT  0.99992053   -0 34 54.5
 PL0608;SPC MI C     -   511,292.44 19,470,959.26   iFT  0.99992053   -0 34 54.5
 PL0608;UTM  16      - 4,953,012.127   643,337.588   MT  0.99985265   +1 16 24.7
 PL0608
 PL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0608!SPC MI C     -   0.99995616  x   0.99992053  =   0.99987669
 PL0608!UTM  16      -   0.99995616  x   0.99985265  =   0.99980882
 PL0608
 PL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4333753012(NAD 83)
 PL0608
 PL0608                          SUPERSEDED SURVEY CONTROL
 PL0608
 PL0608  NAD 83(1986)-  44 42 58.13898(N)    085 11 24.95153(W) AD(       ) 1
 PL0608
 PL0608.Superseded values are not recommended for survey control.
 PL0608
 PL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0608.See file dsdata.pdf to determine how the superseded data were derived.
 PL0608
 PL0608_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0608_STAMPING: 40102 1980
 PL0608_MARK LOGO: MIDH
 PL0608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0608+STABILITY: SURFACE MOTION
 PL0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0608+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 PL0608
 PL0608  HISTORY     - Date     Condition        Report By
 PL0608  HISTORY     - 1980     MONUMENTED       MIDH
 PL0608  HISTORY     - 19920921 GOOD
 PL0608  HISTORY     - 20010806 GOOD             NGS
 PL0608
 PL0608                          STATION DESCRIPTION
 PL0608
 PL0608'DESCRIBED BY MI DEPT OF HIGHWAYS 1980
 PL0608'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUADRANGLE MAP. IT
 PL0608'IS IN THE NORTHWEST 1/4 OF SECTION 29, T-27-N, R-7-W, KALKASKA
 PL0608'TOWNSHIP. STATION IS LOCATED IN THE CLEAR VISION RIGHT-OF-WAY FOR
 PL0608'HIGHWAY US-131 AND STATE HIGHWAYS M-72/M-66, ABOUT 1.25 MILE
 PL0608'(2.01 KM) SOUTHWEST OF KALKASKA, ABOUT 8.0 MILE (12.9 KM) NORTHEAST
 PL0608'OF SOUTH BOARDMAN AND ABOUT 9.5 MILE (15.3 KM) SOUTHEAST OF RAPID
 PL0608'CITY.
 PL0608'TO REACH THE STATION FROM KALKASKA COUNTY HISTORICAL MUSEUM (OLD
 PL0608'RAILROAD DEPOT)IN DOWNTOWN KALKASKA, GO SOUTH FOR 1.25 MI (2.01 KM)
 PL0608'ALONG HIGHWAY US-131 TO THE STATION ON LEFT, AS DESCRIBED.
 PL0608'STATION IS LOCATED 44 FT (13.4 M) EAST FROM CENTER OF HIGHWAY US-131,
 PL0608'96 FT (29.3 M) WEST FROM WESTERLY RAIL OF NORTH-SOUTH RAILROAD, 80 FT
 PL0608'(24.4 M) NORTH FROM EAST-WEST HIGH PRESSURE GAS MAIN, AND 212 FT
 PL0608'(64.6 M) SOUTH FROM CENTER OF HIGHWAYS M-72/M-66. THERE IS NO WITNESS
 PL0608'POST MARKING STATION LOCATION.
 PL0608
 PL0608                          STATION RECOVERY (1992)
 PL0608
 PL0608'RECOVERED 1992
 PL0608'RECOVERED IN GOOD CONDITION.
 PL0608
 PL0608                          STATION RECOVERY (2001)
 PL0608
 PL0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0609 ***********************************************************************
 PL0609  DESIGNATION -  40103
 PL0609  PID         -  PL0609
 PL0609  STATE/COUNTY-  MI/KALKASKA
 PL0609  COUNTRY     -  US
 PL0609  USGS QUAD   -  BLACK CREEK (2017)
 PL0609
 PL0609                         *CURRENT SURVEY CONTROL
 PL0609  ______________________________________________________________________
 PL0609* NAD 83(1994) POSITION- 44 42 46.45880(N) 084 58 43.42281(W)   ADJUSTED
 PL0609* NAD 83(1994) ELLIP HT-   349.058 (meters)        (02/03/97)   ADJUSTED
 PL0609* NAVD 88 ORTHO HEIGHT -   383.2   (meters)     1257.    (feet) GPS OBS
 PL0609  ______________________________________________________________________
 PL0609  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0609  GEOID HEIGHT    -        -33.650 (meters)                     GEOID93
 PL0609  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 PL0609  NAD 83(1994) X  -    397,396.091 (meters)                     COMP
 PL0609  NAD 83(1994) Y  - -4,522,917.644 (meters)                     COMP
 PL0609  NAD 83(1994) Z  -  4,464,977.642 (meters)                     COMP
 PL0609  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 PL0609  HORZ ORDER      -  FIRST
 PL0609  ELLP ORDER      -  FOURTH    CLASS I
 PL0609
 PL0609.The horizontal coordinates were established by GPS observations
 PL0609.and adjusted by the National Geodetic Survey in February 1997.
 PL0609
 PL0609.The orthometric height was determined by GPS observations and a
 PL0609.high-resolution geoid model.
 PL0609
 PL0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0609.GEOID18 height accuracy estimate available here.
 PL0609
 PL0609.Click photographs - Photos may exist for this station.
 PL0609
 PL0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0609
 PL0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0609
 PL0609.The ellipsoidal height was determined by GPS observations
 PL0609.and is referenced to NAD 83.
 PL0609
 PL0609. The following values were computed from the NAD 83(1994) position.
 PL0609
 PL0609;                    North         East     Units Scale Factor Converg.
 PL0609;SPC MI C     -   155,333.000 5,951,504.769   MT  0.99992076   -0 25 56.5
 PL0609;SPC MI C     -   509,622.70 19,525,934.28   iFT  0.99992076   -0 25 56.5
 PL0609;UTM  16      - 4,953,045.877   660,101.042   MT  0.99991521   +1 25 20.6
 PL0609
 PL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0609!SPC MI C     -   0.99994527  x   0.99992076  =   0.99986604
 PL0609!UTM  16      -   0.99994527  x   0.99991521  =   0.99986049
 PL0609
 PL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6010153045(NAD 83)
 PL0609
 PL0609                          SUPERSEDED SURVEY CONTROL
 PL0609
 PL0609  NAD 83(1986)-  44 42 46.45593(N)    084 58 43.40146(W) AD(       ) 1
 PL0609
 PL0609.Superseded values are not recommended for survey control.
 PL0609
 PL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0609.See file dsdata.pdf to determine how the superseded data were derived.
 PL0609
 PL0609_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0609_STAMPING: 40103 1980
 PL0609_MARK LOGO: MIDH
 PL0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0609+STABILITY: SURFACE MOTION
 PL0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0609+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 PL0609
 PL0609  HISTORY     - Date     Condition        Report By
 PL0609  HISTORY     - 1980     MONUMENTED       MIDH
 PL0609  HISTORY     - 19920922 GOOD
 PL0609  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0609
 PL0609                          STATION DESCRIPTION
 PL0609
 PL0609'DESCRIBED BY MI DEPT OF HIGHWAYS 1980
 PL0609'STATION IS LOCATED IN QUAD 440844, ON THE BLACK CREEK QUADRANGLE MAP.
 PL0609'IT IS IN THE NORTHEAST 1/4 OF SECTION 25, T-27-N, R-6-W, EXCELSIOR
 PL0609'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0609'ABOUT 10.5 MI (16.9 KM) EASTERLY OF KALKASKA, ABOUT 14 MI (22.5 KM)
 PL0609'WESTERLY OF GRAYLING AND ABOUT 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE
 PL0609'OF SIGMA.
 PL0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-72/M-66
 PL0609'WITH HIGHWAY US-131, ABOUT 1 MILE (1.6 KM) SOUTH OF KALKASKA, GO EAST
 PL0609'FOR 10.5 MI (16.9 KM) ALONG STATE HIGHWAY M-72, TO THE TOP OF A
 PL0609'PROMINENT HILL WITH A MICRO-WAVE TOWER ON THE LEFT AND THE STATION ON
 PL0609'THE RIGHT, AS DESCRIBED.
 PL0609'STATION IS 0.5 FT (15.2 CM) BELOW SURFACE OF GROUND. IT IS LOCATED 32
 PL0609'FT (9.8 M) SOUTH FROM THE CENTER OF STATE HIGHWAY M-72, 16 FT
 PL0609'(4.9 M) NORTHERLY FROM 12 INCH OAK, 9 FT (2.7 M) WEST FROM HIGHWAY
 PL0609'INFORMATION SIGN, 30 FT (9.1 M) NORTHWEST FROM REFERENCE MONUMENT NO.
 PL0609'1, 30 FT (9.1 M) NORTHEAST FROM REFERENCE MONUMENT NO. 2, AND 4 FT
 PL0609'(1.2 M) NORTH FROM A METAL WITNESS POST WITH SIGN.
 PL0609
 PL0609                          STATION RECOVERY (1992)
 PL0609
 PL0609'RECOVERED 1992
 PL0609'RECOVERED IN GOOD CONDITION.
 PL0609
 PL0609                          STATION RECOVERY (2001)
 PL0609
 PL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0610 ***********************************************************************
 PL0610  DESIGNATION -  40108
 PL0610  PID         -  PL0610
 PL0610  STATE/COUNTY-  MI/KALKASKA
 PL0610  COUNTRY     -  US
 PL0610  USGS QUAD   -  LAKE MARGRETHE (2017)
 PL0610
 PL0610                         *CURRENT SURVEY CONTROL
 PL0610  ______________________________________________________________________
 PL0610* NAD 83(1994) POSITION- 44 41 38.60466(N) 084 51 14.45123(W)   ADJUSTED
 PL0610* NAD 83(1994) ELLIP HT-   314.293 (meters)        (02/03/97)   ADJUSTED
 PL0610* NAVD 88 ORTHO HEIGHT -   348.5   (meters)     1143.    (feet) GPS OBS
 PL0610  ______________________________________________________________________
 PL0610  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0610  GEOID HEIGHT    -        -33.860 (meters)                     GEOID93
 PL0610  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 PL0610  NAD 83(1994) X  -    407,370.010 (meters)                     COMP
 PL0610  NAD 83(1994) Y  - -4,523,484.837 (meters)                     COMP
 PL0610  NAD 83(1994) Z  -  4,463,464.398 (meters)                     COMP
 PL0610  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 PL0610  HORZ ORDER      -  FIRST
 PL0610  ELLP ORDER      -  FOURTH    CLASS I
 PL0610
 PL0610.The horizontal coordinates were established by GPS observations
 PL0610.and adjusted by the National Geodetic Survey in February 1997.
 PL0610
 PL0610.The orthometric height was determined by GPS observations and a
 PL0610.high-resolution geoid model.
 PL0610
 PL0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0610.GEOID18 height accuracy estimate available here.
 PL0610
 PL0610.Click photographs - Photos may exist for this station.
 PL0610
 PL0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0610
 PL0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0610
 PL0610.The ellipsoidal height was determined by GPS observations
 PL0610.and is referenced to NAD 83.
 PL0610
 PL0610. The following values were computed from the NAD 83(1994) position.
 PL0610
 PL0610;                    North         East     Units Scale Factor Converg.
 PL0610;SPC MI C     -   153,171.688 5,961,373.486   MT  0.99992213   -0 20 39.4
 PL0610;SPC MI C     -   502,531.78 19,558,311.96   iFT  0.99992213   -0 20 39.4
 PL0610;UTM  16      - 4,951,205.011   670,034.665   MT  0.99995554   +1 30 34.8
 PL0610
 PL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0610!SPC MI C     -   0.99995072  x   0.99992213  =   0.99987286
 PL0610!UTM  16      -   0.99995072  x   0.99995554  =   0.99990627
 PL0610
 PL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7003451205(NAD 83)
 PL0610
 PL0610                          SUPERSEDED SURVEY CONTROL
 PL0610
 PL0610  NAD 83(1986)-  44 41 38.60107(N)    084 51 14.43914(W) AD(       ) 1
 PL0610
 PL0610.Superseded values are not recommended for survey control.
 PL0610
 PL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0610.See file dsdata.pdf to determine how the superseded data were derived.
 PL0610
 PL0610_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0610_STAMPING: 40108
 PL0610_MARK LOGO: MIDH
 PL0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0610+STABILITY: SURFACE MOTION
 PL0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0610+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 PL0610
 PL0610  HISTORY     - Date     Condition        Report By
 PL0610  HISTORY     - 1981     MONUMENTED       MIDH
 PL0610  HISTORY     - 19920921 GOOD
 PL0610  HISTORY     - 20010806 GOOD             NGS
 PL0610
 PL0610                          STATION DESCRIPTION
 PL0610
 PL0610'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 PL0610'STATION IS LOCATED IN QUAD 440844, ON THE LAKE MARGRETHE QUADRANGLE
 PL0610'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 36, T-27-N, R-5-W, BEAR
 PL0610'LAKE TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-72
 PL0610'RIGHT-OF-WAY, ABOUT 16.0 MI (25.7 KM) EAST OF KALKASKA, ABOUT 7.5 MI
 PL0610'(12.1 KM) NORTHWESTERLY OF GRAYLING, AND ABOUT 5.1 MI (8.2 KM)
 PL0610'SOUTHEASTERLY OF BEAR LAKE.
 PL0610'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US-131 WITH STATE
 PL0610'HIGHWAYS M-72/M-66, ABOUT 1.0 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0610'KALKASKA, GO EAST FOR 16.9 MI (27.2 KM) ALONG STATE HIGHWAY M-72 TO
 PL0610'INTERSECTION WITH CROSS ROAD, (RIVERVIEW ROAD SOUTH AND GOOSE LAKE
 PL0610'ROAD NORTH) AND STATION ON THE RIGHT, AS DESCRIBED.
 PL0610'STATION IS 37.0 FT (11.3 M) SOUTH FROM OF CENTER OF STATE HIGHWAY
 PL0610'M-72, 114 FT (34.7 M) EAST FROM CENTER OF RIVERVIEW ROAD, 163 FT
 PL0610'(49.7 M) NORTHEAST FROM NORTHEAST CORNER OF A RETAIL COMMERCIAL
 PL0610'BUILDING, 14 FT (4.3 M) WEST FROM A HIGHWAY SIGN AND 4 FT (1.2 M)
 PL0610'NORTH OF A METAL WITNESS POST WITH SIGN.
 PL0610
 PL0610                          STATION RECOVERY (1992)
 PL0610
 PL0610'RECOVERED 1992
 PL0610'RECOVERED IN GOOD CONDITION.
 PL0610
 PL0610                          STATION RECOVERY (2001)
 PL0610
 PL0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0611 ***********************************************************************
 PL0611  DESIGNATION -  40200
 PL0611  PID         -  PL0611
 PL0611  STATE/COUNTY-  MI/KALKASKA
 PL0611  COUNTRY     -  US
 PL0611  USGS QUAD   -  KALKASKA (2017)
 PL0611
 PL0611                         *CURRENT SURVEY CONTROL
 PL0611  ______________________________________________________________________
 PL0611* NAD 83(1994) POSITION- 44 42 03.56779(N) 085 12 11.18133(W)   ADJUSTED
 PL0611* NAD 83(1994) ELLIP HT-   279.764 (meters)        (02/03/97)   ADJUSTED
 PL0611* NAVD 88 ORTHO HEIGHT -   313.6   (meters)     1029.    (feet) GPS OBS
 PL0611  ______________________________________________________________________
 PL0611  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0611  GEOID HEIGHT    -        -33.430 (meters)                     GEOID93
 PL0611  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 PL0611  NAD 83(1994) X  -    379,754.556 (meters)                     COMP
 PL0611  NAD 83(1994) Y  - -4,525,318.309 (meters)                     COMP
 PL0611  NAD 83(1994) Z  -  4,463,987.881 (meters)                     COMP
 PL0611  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 PL0611  HORZ ORDER      -  FIRST
 PL0611  ELLP ORDER      -  FOURTH    CLASS I
 PL0611
 PL0611.The horizontal coordinates were established by GPS observations
 PL0611.and adjusted by the National Geodetic Survey in February 1997.
 PL0611
 PL0611.The orthometric height was determined by GPS observations and a
 PL0611.high-resolution geoid model.
 PL0611
 PL0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0611.GEOID18 height accuracy estimate available here.
 PL0611
 PL0611.Click photographs - Photos may exist for this station.
 PL0611
 PL0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0611
 PL0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0611
 PL0611.The ellipsoidal height was determined by GPS observations
 PL0611.and is referenced to NAD 83.
 PL0611
 PL0611. The following values were computed from the NAD 83(1994) position.
 PL0611
 PL0611;                    North         East     Units Scale Factor Converg.
 PL0611;SPC MI C     -   154,167.946 5,933,713.669   MT  0.99992161   -0 35 27.1
 PL0611;SPC MI C     -   505,800.35 19,467,564.53   iFT  0.99992161   -0 35 27.1
 PL0611;UTM  16      - 4,951,305.639   642,357.678   MT  0.99984921   +1 15 51.0
 PL0611
 PL0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0611!SPC MI C     -   0.99995614  x   0.99992161  =   0.99987775
 PL0611!UTM  16      -   0.99995614  x   0.99984921  =   0.99980535
 PL0611
 PL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4235751305(NAD 83)
 PL0611
 PL0611                          SUPERSEDED SURVEY CONTROL
 PL0611
 PL0611  NAD 83(1986)-  44 42 03.56460(N)    085 12 11.17996(W) AD(       ) 1
 PL0611
 PL0611.Superseded values are not recommended for survey control.
 PL0611
 PL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0611.See file dsdata.pdf to determine how the superseded data were derived.
 PL0611
 PL0611_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0611_STAMPING: 40200 1992
 PL0611_MARK LOGO: MIDT
 PL0611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0611+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0611
 PL0611  HISTORY     - Date     Condition        Report By
 PL0611  HISTORY     - 1992     MONUMENTED       MIDT
 PL0611  HISTORY     - 20010806 GOOD             NGS
 PL0611
 PL0611                          STATION DESCRIPTION
 PL0611
 PL0611'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0611'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUARANGLE MAP. IT
 PL0611'IS IN THE SOUTHEAST 1/4 SECTION 30, T-27-N, R-7-W, KALKASKA TOWNSHIP.
 PL0611'STATION IS LOCATED ON STATE HIGHWAY US-131 RIGHT-OF-WAY, ABOUT 2.5 MI
 PL0611'(4.0 KM) SOUTH OF KALKASKA, ABOUT 6 MI (9.7 KM) NORTHEAST OF SOUTH
 PL0611'BOARDMAN, AND ABOUT 10 MI (16.1 KM) SOUTHEAST OF RAPID CITY.
 PL0611'TO REACH THE STATION FROM THE KALKASKA COUNTY HISTORICAL MUSEUM (OLD
 PL0611'RAILROAD DEPOT) IN DOWNTOWN KALKASKA, GO SOUTHERLY FOR 2.5 MI
 PL0611'(4.0 KM) ALONG HIGHWAY US-131 TO STATION ON THE LEFT, AS DESCRIBED.
 PL0611'STATION IS LOCATED 29 FT (8.8 M) EAST FROM THE CENTER OF HIGHWAY
 PL0611'US-131, 80 FT (24.4 M) SOUTHWEST FROM A 8 INCH WHITE BIRCH, 18 FT
 PL0611'(5.5 M) NORTHWEST FROM A 3-INCH MAPLE, 59 FT (18.0 M) NORTHERLY FROM
 PL0611'A 3-INCH PINE AND 4 FT (1.2 M) WEST FROM METAL WITNESS POST WITH
 PL0611'SIGN.
 PL0611
 PL0611                          STATION RECOVERY (2001)
 PL0611
 PL0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0612 ***********************************************************************
 PL0612  CBN         -  This is a Cooperative Base Network Control Station.
 PL0612  DESIGNATION -  40201
 PL0612  PID         -  PL0612
 PL0612  STATE/COUNTY-  MI/KALKASKA
 PL0612  COUNTRY     -  US
 PL0612  USGS QUAD   -  SIGMA (2017)
 PL0612
 PL0612                         *CURRENT SURVEY CONTROL
 PL0612  ______________________________________________________________________
 PL0612* NAD 83(2011) POSITION- 44 42 48.07577(N) 085 00 43.43637(W)   ADJUSTED
 PL0612* NAD 83(2011) ELLIP HT-   319.253 (meters)        (06/27/12)   ADJUSTED
 PL0612* NAD 83(2011) EPOCH   -  2010.00
 PL0612* NAVD 88 ORTHO HEIGHT -   353.3   (meters)     1159.    (feet) GPS OBS
 PL0612  ______________________________________________________________________
 PL0612  NAVD 88 orthometric height was determined with an earlier geoid model
 PL0612  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 PL0612  NAD 83(2011) X  -    394,759.505 (meters)                     COMP
 PL0612  NAD 83(2011) Y  - -4,523,092.014 (meters)                     COMP
 PL0612  NAD 83(2011) Z  -  4,464,992.145 (meters)                     COMP
 PL0612  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 PL0612
 PL0612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0612  Standards:
 PL0612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0612  -------------------------------------------------------------------
 PL0612  NETWORK    1.43   4.04           0.67   0.45   2.06     -0.02398615
 PL0612  -------------------------------------------------------------------
 PL0612  Click here for local accuracies and other accuracy information.
 PL0612
 PL0612.The horizontal coordinates were established by GPS observations
 PL0612.and adjusted by the National Geodetic Survey in June 2012.
 PL0612
 PL0612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0612.been affixed to the stable North American tectonic plate. See 
 PL0612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0612
 PL0612.The horizontal coordinates are valid at the epoch date displayed above
 PL0612.which is a decimal equivalence of Year/Month/Day.
 PL0612
 PL0612.The orthometric height was determined by GPS observations and a
 PL0612.high-resolution geoid model.
 PL0612
 PL0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0612.GEOID18 height accuracy estimate available here.
 PL0612
 PL0612.Click photographs - Photos may exist for this station.
 PL0612
 PL0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0612
 PL0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0612
 PL0612.The ellipsoidal height was determined by GPS observations
 PL0612.and is referenced to NAD 83.
 PL0612
 PL0612. The following values were computed from the NAD 83(2011) position.
 PL0612
 PL0612;                    North         East     Units Scale Factor Converg.
 PL0612;SPC MI C     -   155,403.383 5,948,863.837   MT  0.99992073   -0 27 21.3
 PL0612;SPC MI C     -   509,853.62 19,517,269.81   iFT  0.99992073   -0 27 21.3
 PL0612;UTM  16      - 4,953,030.745   657,459.243   MT  0.99990489   +1 23 56.1
 PL0612
 PL0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0612!SPC MI C     -   0.99994995  x   0.99992073  =   0.99987068
 PL0612!UTM  16      -   0.99994995  x   0.99990489  =   0.99985484
 PL0612
 PL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5745953030(NAD 83)
 PL0612
 PL0612                          SUPERSEDED SURVEY CONTROL
 PL0612
 PL0612  NAD 83(2007)-  44 42 48.07604(N)    085 00 43.43734(W) AD(2002.00) 0
 PL0612  ELLIP H (02/10/07)  319.276  (m)                       GP(2002.00)    
 PL0612  ELLIP H (07/12/02)  319.277  (m)                       GP(       ) 4 2
 PL0612  NAD 83(1994)-  44 42 48.07607(N)    085 00 43.43742(W) AD(       ) B
 PL0612  ELLIP H (09/20/95)  319.291  (m)                       GP(       ) 1 2
 PL0612  NAD 83(1986)-  44 42 48.07344(N)    085 00 43.41166(W) AD(       ) 1
 PL0612  NAVD 88 (07/27/94)  353.2    (m)  GEOID93  model used  GPS OBS        
 PL0612
 PL0612.Superseded values are not recommended for survey control.
 PL0612
 PL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0612.See file dsdata.pdf to determine how the superseded data were derived.
 PL0612
 PL0612_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0612_STAMPING: 40201 1992
 PL0612_MARK LOGO: MIDT
 PL0612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0612+STABILITY: SURFACE MOTION
 PL0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0612+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PL0612
 PL0612  HISTORY     - Date     Condition        Report By
 PL0612  HISTORY     - 1992     MONUMENTED       MIDT
 PL0612  HISTORY     - 19941017 GOOD             NGS
 PL0612  HISTORY     - 20010806 GOOD             NGS
 PL0612
 PL0612                          STATION DESCRIPTION
 PL0612
 PL0612'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0612'STATION IS LOCATED IN QUAD 440851, ON THE SIGMA QUADRANGLE MAP. IT IS
 PL0612'IN THE SOUTHWEST 1/4 OF SECTION 23, T-27-N, R-6-W, EXCELSIOR
 PL0612'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0612'ABOUT 9.0 MI (14.5 KM) EAST OF KALKASKA, ABOUT 15.5 MI (24.9 KM) WEST
 PL0612'OF GRAYLING, AND ABOUT 3.5 MI (5.6 KM) NORTHEAST OF SIGMA.
 PL0612'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US-131 WITH STATE
 PL0612'HIGHWAYS M-72/M-66, ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0612'KALKASKA, GO EAST FOR 8.9 MI (14.3 KM) ALONG STATE HIGHWAY M-72, TO
 PL0612'INTERSECTION WITH GRAVEL ROAD NORTH (BAKER ROAD) AND STATION ON THE
 PL0612'LEFT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION, AS DESCRIBED.
 PL0612'STATION IS LOCATED 28 FT (8.5 M) NORTH FROM THE CENTER OF STATE
 PL0612'HIGHWAY M-72, 66 FT (20.1 M) EAST FROM THE CENTER OF BAKER ROAD, 47
 PL0612'FT (14.3 M) SOUTHEAST FROM CORNER FENCE POST, 89 FT (27.1 M)
 PL0612'NORTHEAST FROM A 4-INCH STEEL GATE POST, (EAST OF DRIVEWAY TO SOUTH)
 PL0612'AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
 PL0612
 PL0612                          STATION RECOVERY (1994)
 PL0612
 PL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PL0612'STATION IS LOCATED IN QUAD 440844, ON THE SIGMA QUADRANGLE MAP, IN THE
 PL0612'SOUTHWEST 1/4 OF SECTION 23, T 27 N, R 6 W, EXCELSIOR TOWNSHIP.  IT IS
 PL0612'ALONG STATE HIGHWAY 22, ON THE RIGHT-OF-WAY, ABOUT 9 MI (14.5 KM) EAST
 PL0612'OF KALKASKA, ABOUT 15.5 MI (24.9 KM) WEST OF GRAYLING, AND ABOUT 3.5
 PL0612'MI (5.6 KM) NORTHEAST OF SIGMA.  TO REACH THE STATION FROM THE
 PL0612'JUNCTION OF U.S.  HIGHWAY 131 WITH STATE HIGHWAYS 72 AND 66, ABOUT 1
 PL0612'MI (1.6 KM) SOUTH OF KALKASKA, GO EAST FOR 8.9 MI (14.3 KM) ALONG
 PL0612'STATE HIGHWAY 72 TO A GRADED ROAD LEFT (BAKER ROAD) AND THE STATION ON
 PL0612'THE LEFT.  STATION IS FLUSH WITH GROUND.  LOCATED 28 FT (8.5 M) NORTH
 PL0612'FROM THE CENTER OF THE HIGHWAY, 66 FT (20.1 M) EAST FROM THE CENTER OF
 PL0612'BAKER ROAD, 47 FT (14.3 M) SOUTHEAST FROM CORNER FENCE POST, 89 FT
 PL0612'(27.1 M) NORTHEAST FROM A 4-INCH STEEL GATE POST (EAST OF DRIVEWAY TO
 PL0612'SOUTH) , AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST AND SIGN.
 PL0612
 PL0612                          STATION RECOVERY (2001)
 PL0612
 PL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0612'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0613 ***********************************************************************
 PL0613  DESIGNATION -  40202
 PL0613  PID         -  PL0613
 PL0613  STATE/COUNTY-  MI/KALKASKA
 PL0613  COUNTRY     -  US
 PL0613  USGS QUAD   -  LAKE MARGRETHE (2017)
 PL0613
 PL0613                         *CURRENT SURVEY CONTROL
 PL0613  ______________________________________________________________________
 PL0613* NAD 83(1994) POSITION- 44 41 50.23315(N) 084 52 08.90326(W)   ADJUSTED
 PL0613* NAD 83(1994) ELLIP HT-   344.274 (meters)        (02/03/97)   ADJUSTED
 PL0613* NAVD 88 ORTHO HEIGHT -   378.4   (meters)     1241.    (feet) GPS OBS
 PL0613  ______________________________________________________________________
 PL0613  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0613  GEOID HEIGHT    -        -33.830 (meters)                     GEOID93
 PL0613  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 PL0613  NAD 83(1994) X  -    406,155.164 (meters)                     COMP
 PL0613  NAD 83(1994) Y  - -4,523,361.981 (meters)                     COMP
 PL0613  NAD 83(1994) Z  -  4,463,740.660 (meters)                     COMP
 PL0613  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 PL0613  HORZ ORDER      -  FIRST
 PL0613  ELLP ORDER      -  FOURTH    CLASS I
 PL0613
 PL0613.The horizontal coordinates were established by GPS observations
 PL0613.and adjusted by the National Geodetic Survey in February 1997.
 PL0613
 PL0613.The orthometric height was determined by GPS observations and a
 PL0613.high-resolution geoid model.
 PL0613
 PL0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0613.GEOID18 height accuracy estimate available here.
 PL0613
 PL0613.Click photographs - Photos may exist for this station.
 PL0613
 PL0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0613
 PL0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0613
 PL0613.The ellipsoidal height was determined by GPS observations
 PL0613.and is referenced to NAD 83.
 PL0613
 PL0613. The following values were computed from the NAD 83(1994) position.
 PL0613
 PL0613;                    North         East     Units Scale Factor Converg.
 PL0613;SPC MI C     -   153,537.920 5,960,176.893   MT  0.99992188   -0 21 17.8
 PL0613;SPC MI C     -   503,733.33 19,554,386.13   iFT  0.99992188   -0 21 17.8
 PL0613;UTM  16      - 4,951,532.348   668,826.812   MT  0.99995051   +1 29 56.8
 PL0613
 PL0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0613!SPC MI C     -   0.99994602  x   0.99992188  =   0.99986791
 PL0613!UTM  16      -   0.99994602  x   0.99995051  =   0.99989654
 PL0613
 PL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6882651532(NAD 83)
 PL0613
 PL0613                          SUPERSEDED SURVEY CONTROL
 PL0613
 PL0613  NAD 83(1986)-  44 41 50.22915(N)    084 52 08.89088(W) AD(       ) 1
 PL0613
 PL0613.Superseded values are not recommended for survey control.
 PL0613
 PL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0613.See file dsdata.pdf to determine how the superseded data were derived.
 PL0613
 PL0613_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0613_STAMPING: 40202 1992
 PL0613_MARK LOGO: MIDT
 PL0613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0613+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0613
 PL0613  HISTORY     - Date     Condition        Report By
 PL0613  HISTORY     - 1992     MONUMENTED       MIDT
 PL0613  HISTORY     - 20010806 GOOD             NGS
 PL0613
 PL0613                          STATION DESCRIPTION
 PL0613
 PL0613'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0613'STATION IS LOCATED IN QUAD 440844, ON THE BLACK CREEK QUADRANGLE MAP.
 PL0613'IT IS IN THE NORTHWEST 1/4 OF SECTION 36, T-27-N, R-5-W, BEAR LAKE
 PL0613'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0613'ABOUT 17 MI (27.4 KM) EAST OF KALKASKA, ABOUT 7 MI (11.3 KM) WEST OF
 PL0613'GRAYLING, ABOUT 7 MI (11.3 KM) SOUTHWEST OF FREDERIC.
 PL0613'TO REACH THE STATION FROM JUNCTION OF HIGHWAY US-131 AND STATE
 PL0613'HIGHWAYS M-72/M-66, ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0613'KALKASKA, GO EAST FOR 6.1 MI (9.8 KM) ALONG STATE HIGHWAY M-72 TO TOP
 PL0613'OF HILL AND THE STATION ON THE LEFT, AS DESCRIBED.
 PL0613'STATION IS LOCATED 50.0 FT (15.2 M) NORTH FROM CENTER OF HIGHWAY M-72,
 PL0613'28.0 FT (8.5 M) SOUTHWEST FROM A CLUMP OF 4 MAPLES, 52.0 FT (15.8 M)
 PL0613'SOUTHEAST FROM A 10-INCH MAPLE AND 4 FT (1.2 M) SOUTH FROM METAL
 PL0613'WITNESS POST WITH SIGN.
 PL0613
 PL0613                          STATION RECOVERY (2001)
 PL0613
 PL0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0613'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0614 ***********************************************************************
 PL0614  DESIGNATION -  40204
 PL0614  PID         -  PL0614
 PL0614  STATE/COUNTY-  MI/KALKASKA
 PL0614  COUNTRY     -  US
 PL0614  USGS QUAD   -  FIFE LAKE (2017)
 PL0614
 PL0614                         *CURRENT SURVEY CONTROL
 PL0614  ______________________________________________________________________
 PL0614* NAD 83(1994) POSITION- 44 36 05.42172(N) 085 19 38.56167(W)   ADJUSTED
 PL0614* NAD 83(1994) ELLIP HT-   298.425 (meters)        (02/03/97)   ADJUSTED
 PL0614* NAVD 88 ORTHO HEIGHT -   332.2   (meters)     1090.    (feet) GPS OBS
 PL0614  ______________________________________________________________________
 PL0614  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0614  GEOID HEIGHT    -        -33.340 (meters)                     GEOID93
 PL0614  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 PL0614  NAD 83(1994) X  -    370,572.464 (meters)                     COMP
 PL0614  NAD 83(1994) Y  - -4,533,888.625 (meters)                     COMP
 PL0614  NAD 83(1994) Z  -  4,456,135.947 (meters)                     COMP
 PL0614  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 PL0614  HORZ ORDER      -  FIRST
 PL0614  ELLP ORDER      -  FOURTH    CLASS I
 PL0614
 PL0614.The horizontal coordinates were established by GPS observations
 PL0614.and adjusted by the National Geodetic Survey in February 1997.
 PL0614
 PL0614.The orthometric height was determined by GPS observations and a
 PL0614.high-resolution geoid model.
 PL0614
 PL0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0614.GEOID18 height accuracy estimate available here.
 PL0614
 PL0614.Click photographs - Photos may exist for this station.
 PL0614
 PL0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0614
 PL0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0614
 PL0614.The ellipsoidal height was determined by GPS observations
 PL0614.and is referenced to NAD 83.
 PL0614
 PL0614. The following values were computed from the NAD 83(1994) position.
 PL0614
 PL0614;                    North         East     Units Scale Factor Converg.
 PL0614;SPC MI C     -   143,223.380 5,923,734.805   MT  0.99993041   -0 40 43.2
 PL0614;SPC MI C     -   469,892.98 19,434,825.48   iFT  0.99993041   -0 40 43.2
 PL0614;UTM  16      - 4,940,044.982   632,739.045   MT  0.99981668   +1 10 28.7
 PL0614
 PL0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0614!SPC MI C     -   0.99995321  x   0.99993041  =   0.99988362
 PL0614!UTM  16      -   0.99995321  x   0.99981668  =   0.99976990
 PL0614
 PL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3273940044(NAD 83)
 PL0614
 PL0614                          SUPERSEDED SURVEY CONTROL
 PL0614
 PL0614  NAD 83(1986)-  44 36 05.41881(N)    085 19 38.56298(W) AD(       ) 1
 PL0614
 PL0614.Superseded values are not recommended for survey control.
 PL0614
 PL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0614.See file dsdata.pdf to determine how the superseded data were derived.
 PL0614
 PL0614_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0614_STAMPING: 40204 1993
 PL0614_MARK LOGO: MIDT
 PL0614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0614
 PL0614  HISTORY     - Date     Condition        Report By
 PL0614  HISTORY     - 1993     MONUMENTED       MIDT
 PL0614  HISTORY     - 20010806 GOOD             NGS
 PL0614
 PL0614                          STATION DESCRIPTION
 PL0614
 PL0614'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0614'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0614'IS IN THE SOUTHWEST 1/4 OF SECTION 31, T-25-N, R-8-W, BOARDMAN
 PL0614'TOWNSHIP.  ABOUT 4 MI (6.4 KM) SOUTHWEST OF SOUTH BOARDMAN, ABOUT 2.1
 PL0614'MI (3.4 KM) NORTHEAST OF FIFE LAKE AND ABOUT 12 MI (19.3 KM) WEST OF
 PL0614'SHARON.
 PL0614'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-186 AND UNITED STATES
 PL0614'HIGHWAY 131 AT FIFE LAKE, GO NORTH 2.6 MI (4.2 KM) ALONG UNITED
 PL0614'STATES HIGHWAY 131 TO THE STATION ON LEFT AS DESCRIBED.
 PL0614'STATION IS 27.4 FT (8.4 M) SOUTHEAST OF A 4 INCH WILD CHERRY TREE,
 PL0614'108.8 FT (33.2 M) EAST OF A 17 INCH PINE TREE, 41.0 FT (12.5 M) WEST
 PL0614'OF THE CENTER OF UNITED STATES HIGHWAY 131, 97.0 FT (29.6 M) SOUTH OF
 PL0614'A 24 INCH BEECH TREE AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST
 PL0614'WITH SIGN.
 PL0614
 PL0614                          STATION RECOVERY (2001)
 PL0614
 PL0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0614'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0615 ***********************************************************************
 PL0615  DESIGNATION -  40205
 PL0615  PID         -  PL0615
 PL0615  STATE/COUNTY-  MI/KALKASKA
 PL0615  COUNTRY     -  US
 PL0615  USGS QUAD   -  SOUTH BOARDMAN (2017)
 PL0615
 PL0615                         *CURRENT SURVEY CONTROL
 PL0615  ______________________________________________________________________
 PL0615* NAD 83(1994) POSITION- 44 38 29.77351(N) 085 19 05.15285(W)   ADJUSTED
 PL0615* NAD 83(1994) ELLIP HT-   270.643 (meters)        (02/03/97)   ADJUSTED
 PL0615* NAVD 88 ORTHO HEIGHT -   304.4   (meters)      999.    (feet) GPS OBS
 PL0615  ______________________________________________________________________
 PL0615  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0615  GEOID HEIGHT    -        -33.390 (meters)                     GEOID93
 PL0615  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 PL0615  NAD 83(1994) X  -    371,049.719 (meters)                     COMP
 PL0615  NAD 83(1994) Y  - -4,530,689.268 (meters)                     COMP
 PL0615  NAD 83(1994) Z  -  4,459,288.067 (meters)                     COMP
 PL0615  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 PL0615  HORZ ORDER      -  FIRST
 PL0615  ELLP ORDER      -  FOURTH    CLASS I
 PL0615
 PL0615.The horizontal coordinates were established by GPS observations
 PL0615.and adjusted by the National Geodetic Survey in February 1997.
 PL0615
 PL0615.The orthometric height was determined by GPS observations and a
 PL0615.high-resolution geoid model.
 PL0615
 PL0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0615.GEOID18 height accuracy estimate available here.
 PL0615
 PL0615.Click photographs - Photos may exist for this station.
 PL0615
 PL0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0615
 PL0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0615
 PL0615.The ellipsoidal height was determined by GPS observations
 PL0615.and is referenced to NAD 83.
 PL0615
 PL0615. The following values were computed from the NAD 83(1994) position.
 PL0615
 PL0615;                    North         East     Units Scale Factor Converg.
 PL0615;SPC MI C     -   147,669.904 5,924,523.736   MT  0.99992650   -0 40 19.6
 PL0615;SPC MI C     -   484,481.31 19,437,413.83   iFT  0.99992650   -0 40 19.6
 PL0615;UTM  16      - 4,944,514.206   633,383.659   MT  0.99981878   +1 10 55.2
 PL0615
 PL0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0615!SPC MI C     -   0.99995757  x   0.99992650  =   0.99988407
 PL0615!UTM  16      -   0.99995757  x   0.99981878  =   0.99977635
 PL0615
 PL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3338344514(NAD 83)
 PL0615
 PL0615                          SUPERSEDED SURVEY CONTROL
 PL0615
 PL0615  NAD 83(1986)-  44 38 29.77057(N)    085 19 05.15416(W) AD(       ) 1
 PL0615
 PL0615.Superseded values are not recommended for survey control.
 PL0615
 PL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0615.See file dsdata.pdf to determine how the superseded data were derived.
 PL0615
 PL0615_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0615_STAMPING: 40205 1993
 PL0615_MARK LOGO: MIDT
 PL0615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0615+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0615
 PL0615  HISTORY     - Date     Condition        Report By
 PL0615  HISTORY     - 1993     MONUMENTED       MIDT
 PL0615  HISTORY     - 20010806 GOOD             NGS
 PL0615
 PL0615                          STATION DESCRIPTION
 PL0615
 PL0615'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0615'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0615'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 18, T-26-N, R-8-W,
 PL0615'BOARDMAN TOWNSHIP.  ABOUT 1.6 MI (2.6 KM) WEST OF SOUTH BOARDMAN,
 PL0615'ABOUT 4.7 MI (7.6 KM) NORTHEAST OF FIFE LAKE, AND ABOUT 11 MI
 PL0615'(17.7 KM) SOUTHEAST OF WILLIAMSBURG, ON THE WEST BOARDMAN ROAD
 PL0615'RIGHT-OF-WAY.
 PL0615'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND WEST
 PL0615'BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 1.6 MI (2.6 KM) ALONG WEST
 PL0615'BOARDMAN ROAD TO STATION ON LEFT.
 PL0615'STATION IS 26.0 FT (7.9 M) SOUTH OF THE CENTER OF WEST BOARDMAN ROAD,
 PL0615'89.0 FT (27.1 M) EAST OF A TWIN 12-INCH WILD CHERRY TREE, 59.0 FT
 PL0615'(18.0 M) SOUTH OF A UTILITY POLE, 55.0 FT (16.8 M) NORTH OF A TRIPLE
 PL0615'TRUNKED 8-INCH WILD CHERRY TREE, AND 3.0 FT (0.9 M) NORTH OF A METAL
 PL0615'WITNESS POST WITH SIGN.
 PL0615
 PL0615                          STATION RECOVERY (2001)
 PL0615
 PL0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0615'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0616 ***********************************************************************
 PL0616  CBN         -  This is a Cooperative Base Network Control Station.
 PL0616  DESIGNATION -  40206
 PL0616  PID         -  PL0616
 PL0616  STATE/COUNTY-  MI/KALKASKA
 PL0616  COUNTRY     -  US
 PL0616  USGS QUAD   -  SOUTH BOARDMAN (2017)
 PL0616
 PL0616                         *CURRENT SURVEY CONTROL
 PL0616  ______________________________________________________________________
 PL0616* NAD 83(2011) POSITION- 44 38 29.65300(N) 085 17 44.54777(W)   ADJUSTED
 PL0616* NAD 83(2011) ELLIP HT-   285.399 (meters)        (06/27/12)   ADJUSTED
 PL0616* NAD 83(2011) EPOCH   -  2010.00
 PL0616* NAVD 88 ORTHO HEIGHT -   319.2   (meters)     1047.    (feet) GPS OBS
 PL0616  ______________________________________________________________________
 PL0616  NAVD 88 orthometric height was determined with an earlier geoid model
 PL0616  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 PL0616  NAD 83(2011) X  -    372,821.289 (meters)                     COMP
 PL0616  NAD 83(2011) Y  - -4,530,556.991 (meters)                     COMP
 PL0616  NAD 83(2011) Z  -  4,459,295.788 (meters)                     COMP
 PL0616  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 PL0616
 PL0616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0616  Standards:
 PL0616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0616  -------------------------------------------------------------------
 PL0616  NETWORK    1.39   3.86           0.65   0.44   1.97     -0.05099361
 PL0616  -------------------------------------------------------------------
 PL0616  Click here for local accuracies and other accuracy information.
 PL0616
 PL0616.The horizontal coordinates were established by GPS observations
 PL0616.and adjusted by the National Geodetic Survey in June 2012.
 PL0616
 PL0616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0616.been affixed to the stable North American tectonic plate. See 
 PL0616.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0616
 PL0616.The horizontal coordinates are valid at the epoch date displayed above
 PL0616.which is a decimal equivalence of Year/Month/Day.
 PL0616
 PL0616.The orthometric height was determined by GPS observations and a
 PL0616.high-resolution geoid model.
 PL0616
 PL0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0616.GEOID18 height accuracy estimate available here.
 PL0616
 PL0616.Click photographs - Photos may exist for this station.
 PL0616
 PL0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0616
 PL0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0616
 PL0616.The ellipsoidal height was determined by GPS observations
 PL0616.and is referenced to NAD 83.
 PL0616
 PL0616. The following values were computed from the NAD 83(2011) position.
 PL0616
 PL0616;                    North         East     Units Scale Factor Converg.
 PL0616;SPC MI C     -   147,645.595 5,926,299.819   MT  0.99992651   -0 39 22.6
 PL0616;SPC MI C     -   484,401.56 19,443,240.88   iFT  0.99992651   -0 39 22.6
 PL0616;UTM  16      - 4,944,547.368   635,159.412   MT  0.99982465   +1 11 51.8
 PL0616
 PL0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0616!SPC MI C     -   0.99995525  x   0.99992651  =   0.99988177
 PL0616!UTM  16      -   0.99995525  x   0.99982465  =   0.99977991
 PL0616
 PL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3515944547(NAD 83)
 PL0616
 PL0616                          SUPERSEDED SURVEY CONTROL
 PL0616
 PL0616  NAD 83(2007)-  44 38 29.65324(N)    085 17 44.54872(W) AD(2002.00) 0
 PL0616  ELLIP H (02/10/07)  285.424  (m)                       GP(2002.00)    
 PL0616  ELLIP H (07/12/02)  285.426  (m)                       GP(       ) 4 2
 PL0616  NAD 83(1994)-  44 38 29.65327(N)    085 17 44.54879(W) AD(       ) B
 PL0616  ELLIP H (09/20/95)  285.438  (m)                       GP(       ) 1 2
 PL0616  NAD 83(1986)-  44 38 29.65032(N)    085 17 44.55012(W) AD(       ) 1
 PL0616  NAVD 88 (07/27/94)  319.2    (m)  GEOID93  model used  GPS OBS        
 PL0616
 PL0616.Superseded values are not recommended for survey control.
 PL0616
 PL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0616.See file dsdata.pdf to determine how the superseded data were derived.
 PL0616
 PL0616_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0616_STAMPING: 40206 1993
 PL0616_MARK LOGO: MIDT
 PL0616_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0616+STABILITY: SURFACE MOTION
 PL0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0616+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PL0616
 PL0616  HISTORY     - Date     Condition        Report By
 PL0616  HISTORY     - 1993     MONUMENTED       MIDT
 PL0616  HISTORY     - 19941017 GOOD             NGS
 PL0616  HISTORY     - 20010806 GOOD             NGS
 PL0616
 PL0616                          STATION DESCRIPTION
 PL0616
 PL0616'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0616'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0616'MAP. STATION IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-26-N, R-8-W,
 PL0616'BOARDMAN TOWNSHIP.  ABOUT 0.5 MI (0.8 KM) WEST OF SOUTH BOARDMAN,
 PL0616'ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF KALKASKA AND ABOUT 12 MI
 PL0616'(19.3 KM) EASTERLY OF KINGSLEY.
 PL0616'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND WEST
 PL0616'BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 0.5 MI (0.8 KM) ALONG WEST
 PL0616'BOARDMAN ROAD TO STATION ON RIGHT.
 PL0616'THE STATION IS 29.5 FT (9.0 M) NORTH OF CENTER OF WEST BOARDMAN ROAD,
 PL0616'128.0 FT (39.0 M) EAST OF A UTILITY POLE, 48.0 FT (14.6 M) SOUTHEAST
 PL0616'OF A 4-INCH PINE, 183.0 FT (55.8 M) WEST OF A UTILITY POLE AND 3.0 FT
 PL0616'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0616
 PL0616                          STATION RECOVERY (1994)
 PL0616
 PL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PL0616'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0616'MAP.  STATION IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-26-N, R-8-W,
 PL0616'BOARDMAN TOWNSHIP.  STATION IS ABOUT 0.3 MI (0.5 KM) SOUTH OF
 PL0616'BOARDMAN, ABOUT 8 MI (12.9 KM) SOUTHWEST OF KALKASKA AND ABOUT 12 MI
 PL0616'(19.3 KM) EAST OF KINGSLEY.  TO REACH FROM THE INTERSECTION OF U.S.
 PL0616'HIGHWAY 131 AND WEST BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 0.5 MI
 PL0616'(0.8 KM) ALONG WEST BOARDMAN ROAD TO THE STATION ON RIGHT.  STATION IS
 PL0616'29.5 FT (9.0 M) NORTH FROM THE CENTER OF WEST BOARDMAN ROAD, 128.0 FT
 PL0616'(39.0 M) EAST FROM A UTILITY POLE, 48.0 FT (14.6 M) SOUTHEAST OF A 4
 PL0616'INCH PINE TREE, 183.0 FT (55.8 M) WEST OF A UTILITY POLE AND 3.0 FT
 PL0616'(0.9 M) SOUTH FROM METAL WITNESS POST AND SIGN.
 PL0616
 PL0616                          STATION RECOVERY (2001)
 PL0616
 PL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0616'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0617 ***********************************************************************
 PL0617  DESIGNATION -  40207
 PL0617  PID         -  PL0617
 PL0617  STATE/COUNTY-  MI/KALKASKA
 PL0617  COUNTRY     -  US
 PL0617  USGS QUAD   -  KALKASKA (2017)
 PL0617
 PL0617                         *CURRENT SURVEY CONTROL
 PL0617  ______________________________________________________________________
 PL0617* NAD 83(1994) POSITION- 44 40 16.89331(N) 085 14 21.88009(W)   ADJUSTED
 PL0617* NAD 83(1994) ELLIP HT-   280.317 (meters)        (02/03/97)   ADJUSTED
 PL0617* NAVD 88 ORTHO HEIGHT -   314.1   (meters)     1031.    (feet) GPS OBS
 PL0617  ______________________________________________________________________
 PL0617  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0617  GEOID HEIGHT    -        -33.390 (meters)                     GEOID93
 PL0617  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 PL0617  NAD 83(1994) X  -    377,079.251 (meters)                     COMP
 PL0617  NAD 83(1994) Y  - -4,527,866.145 (meters)                     COMP
 PL0617  NAD 83(1994) Z  -  4,461,647.050 (meters)                     COMP
 PL0617  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 PL0617  HORZ ORDER      -  FIRST
 PL0617  ELLP ORDER      -  FOURTH    CLASS I
 PL0617
 PL0617.The horizontal coordinates were established by GPS observations
 PL0617.and adjusted by the National Geodetic Survey in February 1997.
 PL0617
 PL0617.The orthometric height was determined by GPS observations and a
 PL0617.high-resolution geoid model.
 PL0617
 PL0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0617.GEOID18 height accuracy estimate available here.
 PL0617
 PL0617.Click photographs - Photos may exist for this station.
 PL0617
 PL0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0617
 PL0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0617
 PL0617.The ellipsoidal height was determined by GPS observations
 PL0617.and is referenced to NAD 83.
 PL0617
 PL0617. The following values were computed from the NAD 83(1994) position.
 PL0617
 PL0617;                    North         East     Units Scale Factor Converg.
 PL0617;SPC MI C     -   150,905.853 5,930,801.226   MT  0.99992392   -0 36 59.4
 PL0617;SPC MI C     -   495,097.94 19,458,009.27   iFT  0.99992392   -0 36 59.4
 PL0617;UTM  16      - 4,947,951.254   639,552.561   MT  0.99983949   +1 14 16.7
 PL0617
 PL0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0617!SPC MI C     -   0.99995605  x   0.99992392  =   0.99987997
 PL0617!UTM  16      -   0.99995605  x   0.99983949  =   0.99979555
 PL0617
 PL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3955247951(NAD 83)
 PL0617
 PL0617                          SUPERSEDED SURVEY CONTROL
 PL0617
 PL0617  NAD 83(1986)-  44 40 16.89016(N)    085 14 21.87872(W) AD(       ) 1
 PL0617
 PL0617.Superseded values are not recommended for survey control.
 PL0617
 PL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0617.See file dsdata.pdf to determine how the superseded data were derived.
 PL0617
 PL0617_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0617_STAMPING: 40207 1993
 PL0617_MARK LOGO: MIDT
 PL0617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0617
 PL0617  HISTORY     - Date     Condition        Report By
 PL0617  HISTORY     - 1993     MONUMENTED       MIDT
 PL0617  HISTORY     - 20010806 GOOD             NGS
 PL0617
 PL0617                          STATION DESCRIPTION
 PL0617
 PL0617'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0617'STATION IS LOCATED IN QUAD 440851 ON THE KALKASKA QUADRANGLE MAP.  IT
 PL0617'IS IN THE SOUTHEAST 1/4 OF SECTION 2, T-26-N, R-8-W, BOARDMAN
 PL0617'TOWNSHIP.  ABOUT 5 MI (8.0 KM) SOUTHWEST OF KALKASKA, ABOUT 3.5 MI
 PL0617'(5.6 KM) NORTHEAST OF SOUTH BOARDMAN AND ABOUT 12 MI (19.3 KM)
 PL0617'SOUTHEAST OF WILLIAMSBURG.
 PL0617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-72 EAST AND
 PL0617'UNITED STATES HIGHWAY 131 ON THE SOUTH EDGE OF KALKASKA, GO SOUTH 4.0
 PL0617'MI (6.4 KM) ALONG UNITED STATES HIGHWAY 131 TO THE STATION ON RIGHT.
 PL0617'STATION IS 63.3 FT (19.3 M) EAST OF A UTILITY POLE, 39.5 FT (12.0 M)
 PL0617'WEST OF THE CENTER OF UNITED STATES HIGHWAY 131, 164.0 FT (50.0 M)
 PL0617'NORTHEAST OF THE NORTHEAST CORNER OF A METAL POLE BUILDING, 154.0 FT
 PL0617'(46.9 M) NORTH OF THE CENTER OF DRIVE FOR THE METAL POLE BUILDING
 PL0617'AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0617
 PL0617                          STATION RECOVERY (2001)
 PL0617
 PL0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0618 ***********************************************************************
 PL0618  DESIGNATION -  40208
 PL0618  PID         -  PL0618
 PL0618  STATE/COUNTY-  MI/KALKASKA
 PL0618  COUNTRY     -  US
 PL0618  USGS QUAD   -  KALKASKA (2017)
 PL0618
 PL0618                         *CURRENT SURVEY CONTROL
 PL0618  ______________________________________________________________________
 PL0618* NAD 83(1994) POSITION- 44 40 49.64350(N) 085 13 40.52354(W)   ADJUSTED
 PL0618* NAD 83(1994) ELLIP HT-   282.631 (meters)        (02/03/97)   ADJUSTED
 PL0618* NAVD 88 ORTHO HEIGHT -   316.4   (meters)     1038.    (feet) GPS OBS
 PL0618  ______________________________________________________________________
 PL0618  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0618  GEOID HEIGHT    -        -33.400 (meters)                     GEOID93
 PL0618  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 PL0618  NAD 83(1994) X  -    377,928.093 (meters)                     COMP
 PL0618  NAD 83(1994) Y  - -4,527,083.735 (meters)                     COMP
 PL0618  NAD 83(1994) Z  -  4,462,367.583 (meters)                     COMP
 PL0618  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 PL0618  HORZ ORDER      -  FIRST
 PL0618  ELLP ORDER      -  FOURTH    CLASS I
 PL0618
 PL0618.The horizontal coordinates were established by GPS observations
 PL0618.and adjusted by the National Geodetic Survey in February 1997.
 PL0618
 PL0618.The orthometric height was determined by GPS observations and a
 PL0618.high-resolution geoid model.
 PL0618
 PL0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0618.GEOID18 height accuracy estimate available here.
 PL0618
 PL0618.Click photographs - Photos may exist for this station.
 PL0618
 PL0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0618
 PL0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0618
 PL0618.The ellipsoidal height was determined by GPS observations
 PL0618.and is referenced to NAD 83.
 PL0618
 PL0618. The following values were computed from the NAD 83(1994) position.
 PL0618
 PL0618;                    North         East     Units Scale Factor Converg.
 PL0618;SPC MI C     -   151,906.921 5,931,722.788   MT  0.99992318   -0 36 30.2
 PL0618;SPC MI C     -   498,382.29 19,461,032.77   iFT  0.99992318   -0 36 30.2
 PL0618;UTM  16      - 4,948,981.536   640,441.170   MT  0.99984255   +1 14 46.5
 PL0618
 PL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0618!SPC MI C     -   0.99995569  x   0.99992318  =   0.99987887
 PL0618!UTM  16      -   0.99995569  x   0.99984255  =   0.99979824
 PL0618
 PL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4044148981(NAD 83)
 PL0618
 PL0618                          SUPERSEDED SURVEY CONTROL
 PL0618
 PL0618  NAD 83(1986)-  44 40 49.64034(N)    085 13 40.52217(W) AD(       ) 1
 PL0618
 PL0618.Superseded values are not recommended for survey control.
 PL0618
 PL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0618.See file dsdata.pdf to determine how the superseded data were derived.
 PL0618
 PL0618_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0618_STAMPING: 40208 1993
 PL0618_MARK LOGO: MIDT
 PL0618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0618+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0618
 PL0618  HISTORY     - Date     Condition        Report By
 PL0618  HISTORY     - 1993     MONUMENTED       MIDT
 PL0618  HISTORY     - 20010806 GOOD             NGS
 PL0618
 PL0618                          STATION DESCRIPTION
 PL0618
 PL0618'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0618'STATION IS LOCATED IN QUAD 440851 ON THE KALKASKA QUADRANGLE MAP. IT
 PL0618'IS IN THE NORTHWEST 1/4 OF SECTION 1, T-26-N, R-18-W, BOARDMAN
 PL0618'TOWNSHIP.  ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF KALKASKA, ABOUT 4 MI
 PL0618'(6.4 KM) NORTHEAST OF SOUTH BOARDMAN, ABOUT 12 MI (19.3 KM) SOUTHEAST
 PL0618'OF WILLIAMSBURG AND ON HIGHWAY RIGHT-OF-WAY.
 PL0618'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0618'AND STATE HIGHWAY M-72 EAST ON THE SOUTH EDGE OF KALKASKA, GO SOUTH
 PL0618'3.1 MI (5.0 KM) ALONG UNITED STATES HIGHWAY 131 TO STATION ON LEFT.
 PL0618'STATION IS 37.5 FT (11.4 M) SOUTHEAST OF CENTER OF UNITED STATES
 PL0618'HIGHWAY 131, 86.0 FT (26.2 M) NORTHWEST OF THE WEST RAIL OF
 PL0618'PENNSYLVANIA RAILROAD TRACK, 70 FT (21.3 M) NORTH OF A 10 INCH CLUMP
 PL0618'OF ELM TREES, 47.0 FT (14.3 M) NORTHWEST OF AN 8 INCH CLUMP OF ELM
 PL0618'TREES AND 2.0 FT (0.6 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 PL0618
 PL0618                          STATION RECOVERY (2001)
 PL0618
 PL0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0618'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0619 ***********************************************************************
 PL0619  DESIGNATION -  40209
 PL0619  PID         -  PL0619
 PL0619  STATE/COUNTY-  MI/KALKASKA
 PL0619  COUNTRY     -  US
 PL0619  USGS QUAD   -  LEETSVILLE (2017)
 PL0619
 PL0619                         *CURRENT SURVEY CONTROL
 PL0619  ______________________________________________________________________
 PL0619* NAD 83(1994) POSITION- 44 45 02.40735(N) 085 13 42.58453(W)   ADJUSTED
 PL0619* NAD 83(1994) ELLIP HT-   278.229 (meters)        (02/03/97)   ADJUSTED
 PL0619* NAVD 88 ORTHO HEIGHT -   312.1   (meters)     1024.    (feet) GPS OBS
 PL0619  ______________________________________________________________________
 PL0619  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0619  GEOID HEIGHT    -        -33.520 (meters)                     GEOID93
 PL0619  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 PL0619  NAD 83(1994) X  -    377,425.934 (meters)                     COMP
 PL0619  NAD 83(1994) Y  - -4,521,613.495 (meters)                     COMP
 PL0619  NAD 83(1994) Z  -  4,467,909.190 (meters)                     COMP
 PL0619  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 PL0619  HORZ ORDER      -  FIRST
 PL0619  ELLP ORDER      -  FOURTH    CLASS I
 PL0619
 PL0619.The horizontal coordinates were established by GPS observations
 PL0619.and adjusted by the National Geodetic Survey in February 1997.
 PL0619
 PL0619.The orthometric height was determined by GPS observations and a
 PL0619.high-resolution geoid model.
 PL0619
 PL0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0619.GEOID18 height accuracy estimate available here.
 PL0619
 PL0619.Click photographs - Photos may exist for this station.
 PL0619
 PL0619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0619
 PL0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0619
 PL0619.The ellipsoidal height was determined by GPS observations
 PL0619.and is referenced to NAD 83.
 PL0619
 PL0619. The following values were computed from the NAD 83(1994) position.
 PL0619
 PL0619;                    North         East     Units Scale Factor Converg.
 PL0619;SPC MI C     -   159,708.757 5,931,760.302   MT  0.99991834   -0 36 31.7
 PL0619;SPC MI C     -   523,978.86 19,461,155.85   iFT  0.99991834   -0 36 31.7
 PL0619;UTM  16      - 4,956,779.885   640,226.077   MT  0.99984180   +1 14 50.6
 PL0619
 PL0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0619!SPC MI C     -   0.99995638  x   0.99991834  =   0.99987472
 PL0619!UTM  16      -   0.99995638  x   0.99984180  =   0.99979818
 PL0619
 PL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4022656779(NAD 83)
 PL0619
 PL0619                          SUPERSEDED SURVEY CONTROL
 PL0619
 PL0619  NAD 83(1986)-  44 45 02.40412(N)    085 13 42.58315(W) AD(       ) 1
 PL0619
 PL0619.Superseded values are not recommended for survey control.
 PL0619
 PL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0619.See file dsdata.pdf to determine how the superseded data were derived.
 PL0619
 PL0619_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0619_STAMPING: 40209 1993
 PL0619_MARK LOGO: MIDT
 PL0619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0619
 PL0619  HISTORY     - Date     Condition        Report By
 PL0619  HISTORY     - 1993     MONUMENTED       MIDT
 PL0619  HISTORY     - 20010806 GOOD             NGS
 PL0619
 PL0619                          STATION DESCRIPTION
 PL0619
 PL0619'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0619'STATION IS LOCATED IN QUAD 440851 ON THE LEETSVILLE QUADRANGLE MAP. IT
 PL0619'IS IN THE NORTHWEST 1/4 OF SECTION 12, T-27-N, R-7-W, KALKASKA
 PL0619'TOWNSHIP.  ABOUT 2.75 MI (4.43 KM) NORTHWEST OF KALKASKA, ABOUT 8.0
 PL0619'MI (12.9 KM) NORTHEAST OF SOUTH BOARDMAN AND ABOUT 6 MI (9.7 KM)
 PL0619'SOUTHEAST OF RAPID CITY.
 PL0619'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0619'AND STATE HIGHWAY M-72 WEST ON THE NORTH SIDE OF KALKASKA, GO WEST
 PL0619'2.9 MI (4.7 KM) ALONG STATE HIGHWAY M-72 TO STATION ON RIGHT.
 PL0619'STATION IS 70.5 FT (21.5 M) NORTHWEST OF A UTILITY POLE, 75.3 FT
 PL0619'(23.0 M) NORTHWEST OF A PAIR OF PHONE PEDESTALS, 81.5 FT (24.8 M)
 PL0619'SOUTH OF A 15 INCH TWIN POPLAR TREE, 42.0 FT (12.8 M) NORTHEAST OF
 PL0619'CENTER STATE HIGHWAY M-72, AND 3.0 FT (0.9 M) SOUTH OF A METAL
 PL0619'WITNESS POST WITH SIGN.
 PL0619
 PL0619                          STATION RECOVERY (2001)
 PL0619
 PL0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0620 ***********************************************************************
 PL0620  DESIGNATION -  40210
 PL0620  PID         -  PL0620
 PL0620  STATE/COUNTY-  MI/KALKASKA
 PL0620  COUNTRY     -  US
 PL0620  USGS QUAD   -  LEETSVILLE (2017)
 PL0620
 PL0620                         *CURRENT SURVEY CONTROL
 PL0620  ______________________________________________________________________
 PL0620* NAD 83(1994) POSITION- 44 45 42.02092(N) 085 14 39.71948(W)   ADJUSTED
 PL0620* NAD 83(1994) ELLIP HT-   273.777 (meters)        (02/03/97)   ADJUSTED
 PL0620* NAVD 88 ORTHO HEIGHT -   307.7   (meters)     1010.    (feet) GPS OBS
 PL0620  ______________________________________________________________________
 PL0620  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0620  GEOID HEIGHT    -        -33.540 (meters)                     GEOID93
 PL0620  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 PL0620  NAD 83(1994) X  -    376,101.797 (meters)                     COMP
 PL0620  NAD 83(1994) Y  - -4,520,856.670 (meters)                     COMP
 PL0620  NAD 83(1994) Z  -  4,468,774.427 (meters)                     COMP
 PL0620  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 PL0620  HORZ ORDER      -  FIRST
 PL0620  ELLP ORDER      -  FOURTH    CLASS I
 PL0620
 PL0620.The horizontal coordinates were established by GPS observations
 PL0620.and adjusted by the National Geodetic Survey in February 1997.
 PL0620
 PL0620.The orthometric height was determined by GPS observations and a
 PL0620.high-resolution geoid model.
 PL0620
 PL0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0620.GEOID18 height accuracy estimate available here.
 PL0620
 PL0620.Click photographs - Photos may exist for this station.
 PL0620
 PL0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0620
 PL0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0620
 PL0620.The ellipsoidal height was determined by GPS observations
 PL0620.and is referenced to NAD 83.
 PL0620
 PL0620. The following values were computed from the NAD 83(1994) position.
 PL0620
 PL0620;                    North         East     Units Scale Factor Converg.
 PL0620;SPC MI C     -   160,944.877 5,930,516.928   MT  0.99991771   -0 37 12.0
 PL0620;SPC MI C     -   528,034.37 19,457,076.54   iFT  0.99991771   -0 37 12.0
 PL0620;UTM  16      - 4,957,974.985   638,943.415   MT  0.99983740   +1 14 11.2
 PL0620
 PL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0620!SPC MI C     -   0.99995708  x   0.99991771  =   0.99987479
 PL0620!UTM  16      -   0.99995708  x   0.99983740  =   0.99979448
 PL0620
 PL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3894357974(NAD 83)
 PL0620
 PL0620                          SUPERSEDED SURVEY CONTROL
 PL0620
 PL0620  NAD 83(1986)-  44 45 42.01765(N)    085 14 39.71809(W) AD(       ) 1
 PL0620
 PL0620.Superseded values are not recommended for survey control.
 PL0620
 PL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0620.See file dsdata.pdf to determine how the superseded data were derived.
 PL0620
 PL0620_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0620_STAMPING: 40210 1993
 PL0620_MARK LOGO: MIDT
 PL0620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0620+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0620
 PL0620  HISTORY     - Date     Condition        Report By
 PL0620  HISTORY     - 1993     MONUMENTED       MIDT
 PL0620  HISTORY     - 20010806 GOOD             NGS
 PL0620
 PL0620                          STATION DESCRIPTION
 PL0620
 PL0620'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0620'STATION IS LOCATED IN QUAD 440851 ON THE LEETSVILLE QUADRANGLE MAP. IT
 PL0620'IS IN THE SOUTHWEST 1/4 OF SECTION 2, T-27-N, R-8-W, KALKASKA
 PL0620'TOWNSHIP.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF KALKASKA, ABOUT 8 MI
 PL0620'(12.9 KM) NORTH OF SOUTH BOARDMAN AND ABOUT 5.5 MI (8.9 KM) SOUTHEAST
 PL0620'OF RAPID CITY.
 PL0620'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0620'HIGHWAY M-72 WEST ON THE NORTH SIDE OF KALKASKA, GO WEST 4.0 MI
 PL0620'(6.4 KM) ALONG STATE HIGHWAY M-72 TO STATION ON LEFT.
 PL0620'STATION IS 76.0 FT (23.2 M) SOUTHEAST OF A 30 INCH BEECH TREE, 33.0 FT
 PL0620'(10.1 M) NORTHWEST OF THE MIDDLE OF DIRT TRAIL, 33.5 FT (10.2 M)
 PL0620'SOUTHWEST OF THE CENTER OF STATE HIGHWAY M-72, 46.2 FT (14.1 M)
 PL0620'NORTHEAST OF A 8-INCH MAPLE TREE WITH NAIL AND TAG, AND 3.0 FT
 PL0620'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0620
 PL0620                          STATION RECOVERY (2001)
 PL0620
 PL0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0620'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5220 ***********************************************************************
 DL5220  DESIGNATION -  40704
 DL5220  PID         -  DL5220
 DL5220  STATE/COUNTY-  MI/MONTCALM
 DL5220  COUNTRY     -  US
 DL5220  USGS QUAD   -  SAND LAKE (2017)
 DL5220
 DL5220                         *CURRENT SURVEY CONTROL
 DL5220  ______________________________________________________________________
 DL5220* NAD 83(1986) POSITION- 43 20 12.10   (N) 085 30 40.80   (W)   HD_HELD1
 DL5220* NAVD 88 ORTHO HEIGHT -   292.529 (meters)      959.74  (feet) ADJUSTED
 DL5220  ______________________________________________________________________
 DL5220  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 DL5220  DYNAMIC HEIGHT  -        292.469 (meters)      959.54  (feet) COMP
 DL5220  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 DL5220
 DL5220  VERT ORDER      -  FIRST     CLASS II
 DL5220
 DL5220.The horizontal coordinates were determined by differentially corrected
 DL5220.hand held GPS observations or other comparable positioning techniques
 DL5220.and have an estimated accuracy of +/- 3 meters.
 DL5220
 DL5220.The orthometric height was determined by differential leveling and
 DL5220.adjusted by the NATIONAL GEODETIC SURVEY
 DL5220.in October 2009.
 DL5220
 DL5220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5220.GEOID18 height accuracy estimate available here.
 DL5220
 DL5220.Click photographs - Photos may exist for this station.
 DL5220
 DL5220.The dynamic height is computed by dividing the NAVD 88
 DL5220.geopotential number by the normal gravity value computed on the
 DL5220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5220.degrees latitude (g = 980.6199 gals.).
 DL5220
 DL5220.The modeled gravity was interpolated from observed gravity values.
 DL5220
 DL5220;                    North         East    Units  Estimated Accuracy
 DL5220;SPC MI S     -   204,650.0   3,907,182.6     MT  (+/- 3 meters HH1 GPS) 
 DL5220
 DL5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2067499281(NAD 83)
 DL5220
 DL5220                          SUPERSEDED SURVEY CONTROL
 DL5220
 DL5220.No superseded survey control is available for this station.
 DL5220
 DL5220_MARKER: DD = SURVEY DISK
 DL5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5220_STAMPING: 40704
 DL5220_MARK LOGO: MIDT
 DL5220_PROJECTION: FLUSH
 DL5220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5220+STABILITY: SURFACE MOTION
 DL5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5220+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DL5220
 DL5220  HISTORY     - Date     Condition        Report By
 DL5220  HISTORY     - UNK      MONUMENTED       MIDT
 DL5220  HISTORY     - 20080514 GOOD             COLEM
 DL5220  HISTORY     - 20230718 GOOD             MIDT
 DL5220
 DL5220                          STATION DESCRIPTION
 DL5220
 DL5220'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5220'THE STATION IS SET IN THE SOUTHEAST QUADRANT OF US HIGHWAY 131 WITH
 DL5220'CANNONSVILLE ROAD (EXIT 114), ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF
 DL5220'HOWARD CITY.
 DL5220'
 DL5220'THE STATION IS 300 FT (91.4 M) SOUTH OF THE CENTERLINE OF CANNONSVILLE
 DL5220'ROAD, 224 FT (68.3 M) SOUTHWEST OF A POWER POLE (WITH 2 GUY ANCHORS),
 DL5220'89 FT (27.1 M) EAST OF EDGE OF PAVEMENT OF NORTHBOUND US HIGHWAY 131
 DL5220'OFF RAMP, 1 FT (0.3 M) WEST OF ORANGE CARSONITE WITNESS POST.
 DL5220
 DL5220                          STATION RECOVERY (2023)
 DL5220
 DL5220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DL5220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5219 ***********************************************************************
 DL5219  DESIGNATION -  40705
 DL5219  PID         -  DL5219
 DL5219  STATE/COUNTY-  MI/MONTCALM
 DL5219  COUNTRY     -  US
 DL5219  USGS QUAD   -  SAND LAKE (2017)
 DL5219
 DL5219                         *CURRENT SURVEY CONTROL
 DL5219  ______________________________________________________________________
 DL5219* NAD 83(1986) POSITION- 43 20 23.38   (N) 085 30 43.75   (W)   HD_HELD1
 DL5219* NAVD 88 ORTHO HEIGHT -   294.098 (meters)      964.89  (feet) ADJUSTED
 DL5219  ______________________________________________________________________
 DL5219  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 DL5219  DYNAMIC HEIGHT  -        294.038 (meters)      964.69  (feet) COMP
 DL5219  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 DL5219
 DL5219  VERT ORDER      -  FIRST     CLASS II
 DL5219
 DL5219.The horizontal coordinates were determined by differentially corrected
 DL5219.hand held GPS observations or other comparable positioning techniques
 DL5219.and have an estimated accuracy of +/- 3 meters.
 DL5219
 DL5219.The orthometric height was determined by differential leveling and
 DL5219.adjusted by the NATIONAL GEODETIC SURVEY
 DL5219.in October 2009.
 DL5219
 DL5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5219.GEOID18 height accuracy estimate available here.
 DL5219
 DL5219.Click photographs - Photos may exist for this station.
 DL5219
 DL5219.The dynamic height is computed by dividing the NAVD 88
 DL5219.geopotential number by the normal gravity value computed on the
 DL5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5219.degrees latitude (g = 980.6199 gals.).
 DL5219
 DL5219.The modeled gravity was interpolated from observed gravity values.
 DL5219
 DL5219;                    North         East    Units  Estimated Accuracy
 DL5219;SPC MI S     -   204,998.9   3,907,120.9     MT  (+/- 3 meters HH1 GPS) 
 DL5219
 DL5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2060299628(NAD 83)
 DL5219
 DL5219                          SUPERSEDED SURVEY CONTROL
 DL5219
 DL5219.No superseded survey control is available for this station.
 DL5219
 DL5219_MARKER: DD = SURVEY DISK
 DL5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5219_STAMPING: 40705
 DL5219_MARK LOGO: MIDT
 DL5219_PROJECTION: FLUSH
 DL5219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5219+STABILITY: SURFACE MOTION
 DL5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5219+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL5219
 DL5219  HISTORY     - Date     Condition        Report By
 DL5219  HISTORY     - UNK      MONUMENTED       MIDT
 DL5219  HISTORY     - 20080514 GOOD             COLEM
 DL5219
 DL5219                          STATION DESCRIPTION
 DL5219
 DL5219'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5219'THE STATION IS SET IN THE NORTHWEST QUADRANT OF SOUTHBOUND US HIGHWAY
 DL5219'131 WITH CANNONSVILLE ROAD, ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF HOWARD
 DL5219'CITY.
 DL5219'
 DL5219'THE STATION IS 212 FT (64.6 M) SOUTHEAST OF EDGE OF PAVEMENT OF
 DL5219'SOUTHBOUND 131 OFF RAMP, 110 FT (33.5 M) NORTHWEST OF EDGE OF PAVEMENT
 DL5219'OF US HIGHWAY 131, 3.3 FT (1.0 M) EAST OF ORANGE CARSONITE WITNESS
 DL5219'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5218 ***********************************************************************
 DL5218  DESIGNATION -  40707
 DL5218  PID         -  DL5218
 DL5218  STATE/COUNTY-  MI/MONTCALM
 DL5218  COUNTRY     -  US
 DL5218  USGS QUAD   -  TIFT CORNER (2017)
 DL5218
 DL5218                         *CURRENT SURVEY CONTROL
 DL5218  ______________________________________________________________________
 DL5218* NAD 83(1986) POSITION- 43 23 43.93   (N) 085 30 38.65   (W)   HD_HELD1
 DL5218* NAVD 88 ORTHO HEIGHT -   269.374 (meters)      883.77  (feet) ADJUSTED
 DL5218  ______________________________________________________________________
 DL5218  GEOID HEIGHT    -        -32.938 (meters)                     GEOID18
 DL5218  DYNAMIC HEIGHT  -        269.321 (meters)      883.60  (feet) COMP
 DL5218  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DL5218
 DL5218  VERT ORDER      -  FIRST     CLASS II
 DL5218
 DL5218.The horizontal coordinates were determined by differentially corrected
 DL5218.hand held GPS observations or other comparable positioning techniques
 DL5218.and have an estimated accuracy of +/- 3 meters.
 DL5218
 DL5218.The orthometric height was determined by differential leveling and
 DL5218.adjusted by the NATIONAL GEODETIC SURVEY
 DL5218.in October 2009.
 DL5218
 DL5218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5218.GEOID18 height accuracy estimate available here.
 DL5218
 DL5218.Click photographs - Photos may exist for this station.
 DL5218
 DL5218.The dynamic height is computed by dividing the NAVD 88
 DL5218.geopotential number by the normal gravity value computed on the
 DL5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5218.degrees latitude (g = 980.6199 gals.).
 DL5218
 DL5218.The modeled gravity was interpolated from observed gravity values.
 DL5218
 DL5218;                    North         East    Units  Estimated Accuracy
 DL5218;SPC MI S     -   211,185.6   3,907,319.9     MT  (+/- 3 meters HH1 GPS) 
 DL5218
 DL5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2060605816(NAD 83)
 DL5218
 DL5218                          SUPERSEDED SURVEY CONTROL
 DL5218
 DL5218.No superseded survey control is available for this station.
 DL5218
 DL5218_MARKER: DD = SURVEY DISK
 DL5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5218_STAMPING: 40707
 DL5218_MARK LOGO: MIDT
 DL5218_PROJECTION: FLUSH
 DL5218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5218+STABILITY: SURFACE MOTION
 DL5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5218+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DL5218
 DL5218  HISTORY     - Date     Condition        Report By
 DL5218  HISTORY     - UNK      MONUMENTED       MIDT
 DL5218  HISTORY     - 20080506 GOOD             COLEM
 DL5218  HISTORY     - 20150622 GOOD             ADVGEO
 DL5218  HISTORY     - 20230718 GOOD             MIDT
 DL5218
 DL5218                          STATION DESCRIPTION
 DL5218
 DL5218'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5218'THE STATION IS SET IN THE SOUTHEAST QUADRANT OF NORTHBOUND US HIGHWAY
 DL5218'131 WITH STATE ROAD 82, ABOUT 2 MI (3.2 KM) WEST OF HOWARD CITY (EXIT
 DL5218'118).
 DL5218'
 DL5218'THE STATION IS 123 FT (37.5 M) WEST OF THE CENTERLINE OF NORTHBOUND
 DL5218'131 OFF RAMP, 48 FT (14.6 M) SOUTH OF EDGE OF PAVEMENT OF STATE ROAD
 DL5218'82, 47 FT (14.3 M) SOUTH-SOUTHWEST OF 'M 82 ENDS' SIGN, 3.3 FT (1.0 M)
 DL5218'NORTH OF ORANGE CARSONITE WITNESS POST.
 DL5218
 DL5218                          STATION RECOVERY (2015)
 DL5218
 DL5218'RECOVERY NOTE BY ADVANCED GEOMATICS 2015 (JLZ)
 DL5218'RECOVERED IN GOOD CONDITION.
 DL5218
 DL5218                          STATION RECOVERY (2023)
 DL5218
 DL5218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DL5218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5217 ***********************************************************************
 DL5217  DESIGNATION -  40708
 DL5217  PID         -  DL5217
 DL5217  STATE/COUNTY-  MI/MONTCALM
 DL5217  COUNTRY     -  US
 DL5217  USGS QUAD   -  TIFT CORNER (2017)
 DL5217
 DL5217                         *CURRENT SURVEY CONTROL
 DL5217  ______________________________________________________________________
 DL5217* NAD 83(1986) POSITION- 43 23 43.51   (N) 085 30 55.98   (W)   HD_HELD1
 DL5217* NAVD 88 ORTHO HEIGHT -   269.004 (meters)      882.56  (feet) ADJUSTED
 DL5217  ______________________________________________________________________
 DL5217  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 DL5217  DYNAMIC HEIGHT  -        268.951 (meters)      882.38  (feet) COMP
 DL5217  MODELED GRAVITY -    980,414.2   (mgal)                       NAVD 88
 DL5217
 DL5217  VERT ORDER      -  FIRST     CLASS II
 DL5217
 DL5217.The horizontal coordinates were determined by differentially corrected
 DL5217.hand held GPS observations or other comparable positioning techniques
 DL5217.and have an estimated accuracy of +/- 3 meters.
 DL5217
 DL5217.The orthometric height was determined by differential leveling and
 DL5217.adjusted by the NATIONAL GEODETIC SURVEY
 DL5217.in October 2009.
 DL5217
 DL5217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5217.GEOID18 height accuracy estimate available here.
 DL5217
 DL5217.Click photographs - Photos may exist for this station.
 DL5217
 DL5217.The dynamic height is computed by dividing the NAVD 88
 DL5217.geopotential number by the normal gravity value computed on the
 DL5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5217.degrees latitude (g = 980.6199 gals.).
 DL5217
 DL5217.The modeled gravity was interpolated from observed gravity values.
 DL5217
 DL5217;                    North         East    Units  Estimated Accuracy
 DL5217;SPC MI S     -   211,178.0   3,906,929.8     MT  (+/- 3 meters HH1 GPS) 
 DL5217
 DL5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2021705797(NAD 83)
 DL5217
 DL5217                          SUPERSEDED SURVEY CONTROL
 DL5217
 DL5217.No superseded survey control is available for this station.
 DL5217
 DL5217_MARKER: DD = SURVEY DISK
 DL5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5217_STAMPING: 40708
 DL5217_MARK LOGO: MIDT
 DL5217_PROJECTION: FLUSH
 DL5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5217+STABILITY: SURFACE MOTION
 DL5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5217+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DL5217
 DL5217  HISTORY     - Date     Condition        Report By
 DL5217  HISTORY     - UNK      MONUMENTED       MIDT
 DL5217  HISTORY     - 20080506 GOOD             COLEM
 DL5217
 DL5217                          STATION DESCRIPTION
 DL5217
 DL5217'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5217'THE STATION IS SET IN THE SOUTHWEST QUADRANT OF SOUTHBOUND US HIGHWAY
 DL5217'131 WITH STATE ROAD 82, ABOUT 2.2 MI (3.5 KM) WEST OF HOWARD CITY.
 DL5217'
 DL5217'THE STATION IS 123 FT (37.5 M) NORTHEAST OF A POWER POLE, 114 FT (34.7
 DL5217'M) SOUTHWEST OF END OF BARRIER WALL ON BRIDGE, 96 FT (29.3 M)
 DL5217'NORTHWEST OF PEDESTAL BOX, 3.3 FT (1.0 M) EAST OF ORANGE CARSONITE
 DL5217'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5216 ***********************************************************************
 DL5216  DESIGNATION -  40709
 DL5216  PID         -  DL5216
 DL5216  STATE/COUNTY-  MI/MONTCALM
 DL5216  COUNTRY     -  US
 DL5216  USGS QUAD   -  HOWARD CITY (2017)
 DL5216
 DL5216                         *CURRENT SURVEY CONTROL
 DL5216  ______________________________________________________________________
 DL5216* NAD 83(1986) POSITION- 43 25 16.90   (N) 085 29 49.02   (W)   HD_HELD1
 DL5216* NAVD 88 ORTHO HEIGHT -   271.531 (meters)      890.85  (feet) ADJUSTED
 DL5216  ______________________________________________________________________
 DL5216  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DL5216  DYNAMIC HEIGHT  -        271.479 (meters)      890.68  (feet) COMP
 DL5216  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 DL5216
 DL5216  VERT ORDER      -  FIRST     CLASS II
 DL5216
 DL5216.The horizontal coordinates were determined by differentially corrected
 DL5216.hand held GPS observations or other comparable positioning techniques
 DL5216.and have an estimated accuracy of +/- 3 meters.
 DL5216
 DL5216.The orthometric height was determined by differential leveling and
 DL5216.adjusted by the NATIONAL GEODETIC SURVEY
 DL5216.in October 2009.
 DL5216
 DL5216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5216.GEOID18 height accuracy estimate available here.
 DL5216
 DL5216.Click photographs - Photos may exist for this station.
 DL5216
 DL5216.The dynamic height is computed by dividing the NAVD 88
 DL5216.geopotential number by the normal gravity value computed on the
 DL5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5216.degrees latitude (g = 980.6199 gals.).
 DL5216
 DL5216.The modeled gravity was interpolated from observed gravity values.
 DL5216
 DL5216;                    North         East    Units  Estimated Accuracy
 DL5216;SPC MI S     -   214,039.3   3,908,475.1     MT  (+/- 3 meters HH1 GPS) 
 DL5216
 DL5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2167108705(NAD 83)
 DL5216
 DL5216                          SUPERSEDED SURVEY CONTROL
 DL5216
 DL5216.No superseded survey control is available for this station.
 DL5216
 DL5216_MARKER: DD = SURVEY DISK
 DL5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5216_STAMPING: 40709
 DL5216_MARK LOGO: MIDT
 DL5216_PROJECTION: FLUSH
 DL5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5216+STABILITY: SURFACE MOTION
 DL5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5216+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DL5216
 DL5216  HISTORY     - Date     Condition        Report By
 DL5216  HISTORY     - UNK      MONUMENTED       MIDT
 DL5216  HISTORY     - 20080506 GOOD             COLEM
 DL5216  HISTORY     - 20130604 GOOD             GOUFRA
 DL5216  HISTORY     - 20200616 GOOD             MIDT
 DL5216  HISTORY     - 20230719 GOOD             MIDT
 DL5216
 DL5216                          STATION DESCRIPTION
 DL5216
 DL5216'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5216'THE STATION IS SET IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF US
 DL5216'HIGHWAY 131 WITH STATE ROAD 46 (EXIT 120), ABOUT 2.2 MI (3.5 KM)
 DL5216'NORTHWEST HOWARD CITY.
 DL5216'
 DL5216'THE STATION IS 0.22 MI (0.4 KM) SOUTH OF STATE ROAD 46, 105 FT (32.0
 DL5216'M) SOUTHWEST OF A MIDT SERVICE CENTER' SIGN, 77.5 FT (23.6 M)
 DL5216'SOUTHEAST OF EDGE OF PAVEMENT OF NORTH BOUND US HIGHWAY 131, 74 FT
 DL5216'(22.6 M) NORTHWEST OF EDGE OF PAVEMENT OF NORTH BOUND US HIGHWAY 131
 DL5216'OFF RAMP FOR STATE ROAD 46, 3, 3 FT (0.9 M) NORTH OF ORANGE CARSONITE
 DL5216'WITNESS POST.
 DL5216
 DL5216                          STATION RECOVERY (2013)
 DL5216
 DL5216'RECOVERY NOTE BY GOURDIE FRASER INC. 2013 (JO)
 DL5216'RECOVERED AS DESCRIBED
 DL5216
 DL5216                          STATION RECOVERY (2020)
 DL5216
 DL5216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5216'MDOT SERVICE CENTER SIGN NO LONGER PRESENT.
 DL5216
 DL5216                          STATION RECOVERY (2023)
 DL5216
 DL5216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DL5216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5215 ***********************************************************************
 DL5215  DESIGNATION -  40710
 DL5215  PID         -  DL5215
 DL5215  STATE/COUNTY-  MI/MONTCALM
 DL5215  COUNTRY     -  US
 DL5215  USGS QUAD   -  HOWARD CITY (2017)
 DL5215
 DL5215                         *CURRENT SURVEY CONTROL
 DL5215  ______________________________________________________________________
 DL5215* NAD 83(2011) POSITION- 43 25 28.23619(N) 085 29 25.21136(W)   ADJUSTED
 DL5215* NAD 83(2011) ELLIP HT-   242.667 (meters)        (06/27/12)   ADJUSTED
 DL5215* NAD 83(2011) EPOCH   -  2010.00
 DL5215* NAVD 88 ORTHO HEIGHT -   275.549 (meters)      904.03  (feet) ADJUSTED
 DL5215  ______________________________________________________________________
 DL5215  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 DL5215  NAD 83(2011) X  -    364,817.619 (meters)                     COMP
 DL5215  NAD 83(2011) Y  - -4,625,473.306 (meters)                     COMP
 DL5215  NAD 83(2011) Z  -  4,362,041.010 (meters)                     COMP
 DL5215  LAPLACE CORR    -          4.78  (seconds)                    DEFLEC18
 DL5215  DYNAMIC HEIGHT  -        275.496 (meters)      903.86  (feet) COMP
 DL5215  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 DL5215
 DL5215  VERT ORDER      -  FIRST     CLASS II
 DL5215
 DL5215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5215  Standards:
 DL5215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5215  -------------------------------------------------------------------
 DL5215  NETWORK    0.34   0.51           0.16   0.10   0.26      0.10939919
 DL5215  -------------------------------------------------------------------
 DL5215  Click here for local accuracies and other accuracy information.
 DL5215
 DL5215.The horizontal coordinates were established by GPS observations
 DL5215.and adjusted by the National Geodetic Survey in June 2012.
 DL5215
 DL5215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5215.been affixed to the stable North American tectonic plate. See 
 DL5215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5215
 DL5215.The horizontal coordinates are valid at the epoch date displayed above
 DL5215.which is a decimal equivalence of Year/Month/Day.
 DL5215
 DL5215.The orthometric height was determined by differential leveling and
 DL5215.adjusted by the NATIONAL GEODETIC SURVEY
 DL5215.in October 2009.
 DL5215
 DL5215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5215.GEOID18 height accuracy estimate available here.
 DL5215
 DL5215.Click photographs - Photos may exist for this station.
 DL5215
 DL5215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5215
 DL5215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5215
 DL5215.The ellipsoidal height was determined by GPS observations
 DL5215.and is referenced to NAD 83.
 DL5215
 DL5215.The dynamic height is computed by dividing the NAVD 88
 DL5215.geopotential number by the normal gravity value computed on the
 DL5215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5215.degrees latitude (g = 980.6199 gals.).
 DL5215
 DL5215.The modeled gravity was interpolated from observed gravity values.
 DL5215
 DL5215. The following values were computed from the NAD 83(2011) position.
 DL5215
 DL5215;                    North         East     Units Scale Factor Converg.
 DL5215;SPC MI S     -   214,381.948 3,909,015.315   MT  0.99995118   -0 45 52.9
 DL5215;SPC MI S     -   703,352.85 12,824,853.40   iFT  0.99995118   -0 45 52.9
 DL5215;UTM  16      - 4,809,064.450   622,200.485   MT  0.99978369   +1 02 16.3
 DL5215
 DL5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5215!SPC MI S     -   0.99996195  x   0.99995118  =   0.99991313
 DL5215!UTM  16      -   0.99996195  x   0.99978369  =   0.99974565
 DL5215
 DL5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2220009064(NAD 83)
 DL5215
 DL5215                          SUPERSEDED SURVEY CONTROL
 DL5215
 DL5215  NAD 83(2007)-  43 25 28.23647(N)    085 29 25.21202(W) AD(2002.00) B
 DL5215  ELLIP H (10/23/09)  242.677  (m)                       GP(2002.00) 3 1
 DL5215
 DL5215.Superseded values are not recommended for survey control.
 DL5215
 DL5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5215.See file dsdata.pdf to determine how the superseded data were derived.
 DL5215
 DL5215_MARKER: DD = SURVEY DISK
 DL5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5215_STAMPING: 40710
 DL5215_MARK LOGO: MIDT
 DL5215_PROJECTION: FLUSH
 DL5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5215+STABILITY: SURFACE MOTION
 DL5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5215+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5215
 DL5215  HISTORY     - Date     Condition        Report By
 DL5215  HISTORY     - UNK      MONUMENTED       MIDT
 DL5215  HISTORY     - 20080506 GOOD             COLEM
 DL5215  HISTORY     - 20130605 GOOD             GOUFRA
 DL5215  HISTORY     - 20140113 GOOD             GOUFRA
 DL5215  HISTORY     - 20230608 GOOD             MIDT
 DL5215  HISTORY     - 20250716 GOOD             MIDT
 DL5215
 DL5215                          STATION DESCRIPTION
 DL5215
 DL5215'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5215'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH STATE
 DL5215'ROAD 46, ABOUT 2.2 MI (3.5 KM) NORTHWEST HOWARD CITY, GO EAST 0.25 MI
 DL5215'(0.4 KM) TO THE STATION ON THE RIGHT.
 DL5215'
 DL5215'THE STATION IS 77 FT (23.5 M) SOUTHWEST OF A 'SPEED LIMIT 55' SIGN,
 DL5215'27.3 FT (8.3 M) SOUTH OF EDGE OF PAVEMENT, 3.3 FT (1.0 M) NORTH OF
 DL5215'ORANGE CARSONITE WITNESS POST.
 DL5215
 DL5215                          STATION RECOVERY (2013)
 DL5215
 DL5215'RECOVERY NOTE BY GOURDIE FRASER INC. 2013 (JO)
 DL5215'RECOVERED AS DESCRIBED
 DL5215
 DL5215                          STATION RECOVERY (2014)
 DL5215
 DL5215'RECOVERY NOTE BY GOURDIE FRASER INC. 2014
 DL5215'RECOVERED IN GOOD CONDITION.
 DL5215
 DL5215                          STATION RECOVERY (2023)
 DL5215
 DL5215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DL5215'THREE FEET FROM POST NORTH.
 DL5215
 DL5215                          STATION RECOVERY (2025)
 DL5215
 DL5215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0384 ***********************************************************************
 NE0384  DESIGNATION -  41 1/2
 NE0384  PID         -  NE0384
 NE0384  STATE/COUNTY-  MI/OAKLAND
 NE0384  COUNTRY     -  US
 NE0384  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0384
 NE0384                         *CURRENT SURVEY CONTROL
 NE0384  ______________________________________________________________________
 NE0384* NAD 83(1986) POSITION- 42 34 15.     (N) 083 22 18.     (W)   SCALED
 NE0384* NAVD 88 ORTHO HEIGHT -   284.670 (meters)      933.95  (feet) ADJUSTED
 NE0384  ______________________________________________________________________
 NE0384  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 NE0384  DYNAMIC HEIGHT  -        284.588 (meters)      933.69  (feet) COMP
 NE0384  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 NE0384
 NE0384  VERT ORDER      -  SECOND    CLASS 0
 NE0384
 NE0384.The horizontal coordinates were scaled from a map and have
 NE0384.an estimated accuracy of +/- 6 seconds.
 NE0384
 NE0384.The orthometric height was determined by differential leveling and
 NE0384.adjusted by the NATIONAL GEODETIC SURVEY
 NE0384.in June 1991.
 NE0384
 NE0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0384.GEOID18 height accuracy estimate available here.
 NE0384
 NE0384.Click photographs - Photos may exist for this station.
 NE0384
 NE0384.The dynamic height is computed by dividing the NAVD 88
 NE0384.geopotential number by the normal gravity value computed on the
 NE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0384.degrees latitude (g = 980.6199 gals.).
 NE0384
 NE0384.The modeled gravity was interpolated from observed gravity values.
 NE0384
 NE0384;                    North         East    Units  Estimated Accuracy
 NE0384;SPC MI S     -   119,430.    4,081,690.      MT  (+/- 180 meters Scaled)
 NE0384
 NE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH053158(NAD 83)
 NE0384
 NE0384                          SUPERSEDED SURVEY CONTROL
 NE0384
 NE0384  NGVD 29 (??/??/92)  284.792  (m)          934.36   (f) ADJ UNCH    2 0
 NE0384
 NE0384.Superseded values are not recommended for survey control.
 NE0384
 NE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0384.See file dsdata.pdf to determine how the superseded data were derived.
 NE0384
 NE0384_MARKER: B = BOLT
 NE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0384_STAMPING: 41-1/2
 NE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0384+STABILITY: SURFACE MOTION
 NE0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0384+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NE0384
 NE0384  HISTORY     - Date     Condition        Report By
 NE0384  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0384  HISTORY     - 1934     GOOD             CGS
 NE0384  HISTORY     - 20060321 GOOD             INDIV
 NE0384
 NE0384                          STATION DESCRIPTION
 NE0384
 NE0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0384'1.5 MI SW FROM ORCHARD LAKE.
 NE0384'1.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0384'ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF MILEPOST 41,
 NE0384'67 YARDS EAST OF POWER-TRANSMISSION LINE POLE 462, 22.2 FEET
 NE0384'NORTH OF THE NORTH RAIL, 2.2 FEET SOUTH OF THE RIGHT-OF-WAY
 NE0384'FENCE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0384'BOLT, STAMPED 41-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0384
 NE0384                          STATION RECOVERY (2006)
 NE0384
 NE0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0384'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0147 ***********************************************************************
 QK0147  DESIGNATION -  412
 QK0147  PID         -  QK0147
 QK0147  STATE/COUNTY-  MI/CHARLEVOIX
 QK0147  COUNTRY     -  US
 QK0147  USGS QUAD   -  BOYNE FALLS (2017)
 QK0147
 QK0147                         *CURRENT SURVEY CONTROL
 QK0147  ______________________________________________________________________
 QK0147* NAD 83(1986) POSITION- 45 12 23.     (N) 084 55 26.     (W)   SCALED
 QK0147* NAVD 88 ORTHO HEIGHT -   217.617 (meters)      713.97  (feet) ADJUSTED
 QK0147  ______________________________________________________________________
 QK0147  GEOID HEIGHT    -        -35.045 (meters)                     GEOID18
 QK0147  DYNAMIC HEIGHT  -        217.606 (meters)      713.93  (feet) COMP
 QK0147  MODELED GRAVITY -    980,561.6   (mgal)                       NAVD 88
 QK0147
 QK0147  VERT ORDER      -  SECOND    CLASS 0
 QK0147
 QK0147.The horizontal coordinates were scaled from a map and have
 QK0147.an estimated accuracy of +/- 6 seconds.
 QK0147
 QK0147.The orthometric height was determined by differential leveling and
 QK0147.adjusted by the NATIONAL GEODETIC SURVEY
 QK0147.in June 1991.
 QK0147
 QK0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0147.GEOID18 height accuracy estimate available here.
 QK0147
 QK0147.Click photographs - Photos may exist for this station.
 QK0147
 QK0147.The dynamic height is computed by dividing the NAVD 88
 QK0147.geopotential number by the normal gravity value computed on the
 QK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0147.degrees latitude (g = 980.6199 gals.).
 QK0147
 QK0147.The modeled gravity was interpolated from observed gravity values.
 QK0147
 QK0147;                    North         East    Units  Estimated Accuracy
 QK0147;SPC MI C     -   210,140.    5,956,230.      MT  (+/- 180 meters Scaled)
 QK0147
 QK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR630079(NAD 83)
 QK0147
 QK0147                          SUPERSEDED SURVEY CONTROL
 QK0147
 QK0147  NGVD 29 (??/??/92)  217.710  (m)          714.27   (f) ADJ UNCH    2 0
 QK0147
 QK0147.Superseded values are not recommended for survey control.
 QK0147
 QK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0147.See file dsdata.pdf to determine how the superseded data were derived.
 QK0147
 QK0147_MARKER: Z = SEE DESCRIPTION
 QK0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0147_SP_SET: RAIL
 QK0147_STAMPING: 412
 QK0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0147
 QK0147  HISTORY     - Date     Condition        Report By
 QK0147  HISTORY     - UNK      MONUMENTED       PRR
 QK0147  HISTORY     - 1938     GOOD             CGS
 QK0147
 QK0147                          STATION DESCRIPTION
 QK0147
 QK0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0147'3 MI N FROM BOYNE FALLS.
 QK0147'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0147'AT BOYNE FALLS, CHARLEVOIX COUNTY, OPPOSITE MILEPOST 412, 35
 QK0147'YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 40 YARDS
 QK0147'EAST OF TELEPHONE POLE 7462, 2 YARDS EAST OF THE EAST RAIL, AND
 QK0147'LEVEL WITH THE BASE OF THE RAIL.  THE TOP OF A VERTICAL SECTION
 QK0147'OF RAIL, STAMPED 412 AND PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0143 ***********************************************************************
 QK0143  DESIGNATION -  416
 QK0143  PID         -  QK0143
 QK0143  STATE/COUNTY-  MI/CHARLEVOIX
 QK0143  COUNTRY     -  US
 QK0143  USGS QUAD   -  PETOSKEY (2017)
 QK0143
 QK0143                         *CURRENT SURVEY CONTROL
 QK0143  ______________________________________________________________________
 QK0143* NAD 83(1986) POSITION- 45 15 45.     (N) 084 54 56.     (W)   SCALED
 QK0143* NAVD 88 ORTHO HEIGHT -   216.954 (meters)      711.79  (feet) ADJUSTED
 QK0143  ______________________________________________________________________
 QK0143  GEOID HEIGHT    -        -35.105 (meters)                     GEOID18
 QK0143  DYNAMIC HEIGHT  -        216.944 (meters)      711.76  (feet) COMP
 QK0143  MODELED GRAVITY -    980,565.7   (mgal)                       NAVD 88
 QK0143
 QK0143  VERT ORDER      -  SECOND    CLASS 0
 QK0143
 QK0143.The horizontal coordinates were scaled from a map and have
 QK0143.an estimated accuracy of +/- 6 seconds.
 QK0143
 QK0143.The orthometric height was determined by differential leveling and
 QK0143.adjusted by the NATIONAL GEODETIC SURVEY
 QK0143.in June 1991.
 QK0143
 QK0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0143.GEOID18 height accuracy estimate available here.
 QK0143
 QK0143.Click photographs - Photos may exist for this station.
 QK0143
 QK0143.The dynamic height is computed by dividing the NAVD 88
 QK0143.geopotential number by the normal gravity value computed on the
 QK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0143.degrees latitude (g = 980.6199 gals.).
 QK0143
 QK0143.The modeled gravity was interpolated from observed gravity values.
 QK0143
 QK0143;                    North         East    Units  Estimated Accuracy
 QK0143;SPC MI C     -   216,370.    5,956,920.      MT  (+/- 180 meters Scaled)
 QK0143
 QK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR635142(NAD 83)
 QK0143
 QK0143                          SUPERSEDED SURVEY CONTROL
 QK0143
 QK0143  NGVD 29 (??/??/92)  217.048  (m)          712.10   (f) ADJ UNCH    2 0
 QK0143
 QK0143.Superseded values are not recommended for survey control.
 QK0143
 QK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0143.See file dsdata.pdf to determine how the superseded data were derived.
 QK0143
 QK0143_MARKER: Z = SEE DESCRIPTION
 QK0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0143_SP_SET: RAIL
 QK0143_STAMPING: 416
 QK0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0143
 QK0143  HISTORY     - Date     Condition        Report By
 QK0143  HISTORY     - UNK      MONUMENTED       PRR
 QK0143  HISTORY     - 1938     GOOD             CGS
 QK0143
 QK0143                          STATION DESCRIPTION
 QK0143
 QK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0143'7 MI N FROM BOYNE FALLS.
 QK0143'7.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 QK0143'STATION AT BOYNE FALLS, CHARLEVOIX COUNTY, OPPOSITE MILEPOST 416,
 QK0143'35 YARDS EAST OF TELEPHONE POLE 7612-1/2, 25 YARDS WEST OF THE
 QK0143'CROSSING OF COUNTY ROAD 630, 2 YARDS EAST OF THE EAST RAIL, AND
 QK0143'7 INCHES LOWER THAN THE BASE OF THE RAIL.  THE TOP OF A SECTION
 QK0143'OF RAIL, STAMPED 416 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5076 ***********************************************************************
 DL5076  DESIGNATION -  41600
 DL5076  PID         -  DL5076
 DL5076  STATE/COUNTY-  MI/KENT
 DL5076  COUNTRY     -  US
 DL5076  USGS QUAD   -  SAND LAKE (2017)
 DL5076
 DL5076                         *CURRENT SURVEY CONTROL
 DL5076  ______________________________________________________________________
 DL5076* NAD 83(2011) POSITION- 43 16 55.23951(N) 085 31 15.73335(W)   ADJUSTED
 DL5076* NAD 83(2011) ELLIP HT-   249.617 (meters)        (06/27/12)   ADJUSTED
 DL5076* NAD 83(2011) EPOCH   -  2010.00
 DL5076* NAVD 88 ORTHO HEIGHT -   282.701 (meters)      927.49  (feet) ADJUSTED
 DL5076  ______________________________________________________________________
 DL5076  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 DL5076  NAD 83(2011) X  -    363,188.286 (meters)                     COMP
 DL5076  NAD 83(2011) Y  - -4,636,508.687 (meters)                     COMP
 DL5076  NAD 83(2011) Z  -  4,350,533.635 (meters)                     COMP
 DL5076  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 DL5076  DYNAMIC HEIGHT  -        282.641 (meters)      927.30  (feet) COMP
 DL5076  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 DL5076
 DL5076  VERT ORDER      -  FIRST     CLASS II
 DL5076
 DL5076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5076  Standards:
 DL5076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5076  -------------------------------------------------------------------
 DL5076  NETWORK    0.34   0.57           0.16   0.10   0.29     -0.07166569
 DL5076  -------------------------------------------------------------------
 DL5076  Click here for local accuracies and other accuracy information.
 DL5076
 DL5076.The horizontal coordinates were established by GPS observations
 DL5076.and adjusted by the National Geodetic Survey in June 2012.
 DL5076
 DL5076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5076.been affixed to the stable North American tectonic plate. See 
 DL5076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5076
 DL5076.The horizontal coordinates are valid at the epoch date displayed above
 DL5076.which is a decimal equivalence of Year/Month/Day.
 DL5076
 DL5076.The orthometric height was determined by differential leveling and
 DL5076.adjusted by the NATIONAL GEODETIC SURVEY
 DL5076.in October 2009.
 DL5076
 DL5076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5076.GEOID18 height accuracy estimate available here.
 DL5076
 DL5076.Click photographs - Photos may exist for this station.
 DL5076
 DL5076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5076
 DL5076.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5076
 DL5076.The ellipsoidal height was determined by GPS observations
 DL5076.and is referenced to NAD 83.
 DL5076
 DL5076.The dynamic height is computed by dividing the NAVD 88
 DL5076.geopotential number by the normal gravity value computed on the
 DL5076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5076.degrees latitude (g = 980.6199 gals.).
 DL5076
 DL5076.The modeled gravity was interpolated from observed gravity values.
 DL5076
 DL5076. The following values were computed from the NAD 83(2011) position.
 DL5076
 DL5076;                    North         East     Units Scale Factor Converg.
 DL5076;SPC MI S     -   198,586.415 3,906,312.567   MT  0.99993085   -0 47 08.1
 DL5076;SPC MI S     -   651,530.23 12,815,986.11   iFT  0.99993085   -0 47 08.1
 DL5076;UTM  16      - 4,793,194.314   619,995.879   MT  0.99977713   +1 00 50.7
 DL5076
 DL5076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5076!SPC MI S     -   0.99996086  x   0.99993085  =   0.99989171
 DL5076!UTM  16      -   0.99996086  x   0.99977713  =   0.99973800
 DL5076
 DL5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1999593194(NAD 83)
 DL5076
 DL5076                          SUPERSEDED SURVEY CONTROL
 DL5076
 DL5076  NAD 83(2007)-  43 16 55.23971(N)    085 31 15.73402(W) AD(2002.00) B
 DL5076  ELLIP H (10/23/09)  249.630  (m)                       GP(2002.00) 3 1
 DL5076
 DL5076.Superseded values are not recommended for survey control.
 DL5076
 DL5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5076.See file dsdata.pdf to determine how the superseded data were derived.
 DL5076
 DL5076_MARKER: DD = SURVEY DISK
 DL5076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5076_STAMPING: 41600 2008
 DL5076_MARK LOGO: MIDT
 DL5076_PROJECTION: FLUSH
 DL5076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5076+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 DL5076
 DL5076  HISTORY     - Date     Condition        Report By
 DL5076  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5076  HISTORY     - 20200612 GOOD             MIDT
 DL5076
 DL5076                          STATION DESCRIPTION
 DL5076
 DL5076'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5076'TO REACH THE STATION FROM THE JUNCTION OF LAKE STREET WITH THIRD
 DL5076'STREET (NORTHLAND DRIVE) IN SAND LAKE, MICHIGAN, GO SOUTHWEST ON THIRD
 DL5076'STREET (NORTHLAND DRIVE) FOR 0.75 MI (1.2 KM) TO THE STATION ON THE
 DL5076'LEFT.
 DL5076'
 DL5076'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5076'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5076'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5076'
 DL5076'THE STATION IS 0.25 MI (0.4 KM) NORTHEAST OF 21 MI (33.8 KM) ROAD, 21
 DL5076'FT (6.4 M) SOUTHEAST OF THE EDGE OF PAVEMENT OF THIRD STREET
 DL5076'(NORTHLAND DRIVE), AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE
 DL5076'WITNESS POST.
 DL5076
 DL5076                          STATION RECOVERY (2020)
 DL5076
 DL5076'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5077 ***********************************************************************
 DL5077  DESIGNATION -  41601
 DL5077  PID         -  DL5077
 DL5077  STATE/COUNTY-  MI/KENT
 DL5077  COUNTRY     -  US
 DL5077  USGS QUAD   -  SAND LAKE (2017)
 DL5077
 DL5077                         *CURRENT SURVEY CONTROL
 DL5077  ______________________________________________________________________
 DL5077* NAD 83(1986) POSITION- 43 15 37.55   (N) 085 32 07.54   (W)   HD_HELD1
 DL5077* NAVD 88 ORTHO HEIGHT -   272.504 (meters)      894.04  (feet) ADJUSTED
 DL5077  ______________________________________________________________________
 DL5077  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 DL5077  DYNAMIC HEIGHT  -        272.445 (meters)      893.85  (feet) COMP
 DL5077  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 DL5077
 DL5077  VERT ORDER      -  FIRST     CLASS II
 DL5077
 DL5077.The horizontal coordinates were determined by differentially corrected
 DL5077.hand held GPS observations or other comparable positioning techniques
 DL5077.and have an estimated accuracy of +/- 3 meters.
 DL5077
 DL5077.The orthometric height was determined by differential leveling and
 DL5077.adjusted by the NATIONAL GEODETIC SURVEY
 DL5077.in October 2009.
 DL5077
 DL5077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5077.GEOID18 height accuracy estimate available here.
 DL5077
 DL5077.Click photographs - Photos may exist for this station.
 DL5077
 DL5077.The dynamic height is computed by dividing the NAVD 88
 DL5077.geopotential number by the normal gravity value computed on the
 DL5077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5077.degrees latitude (g = 980.6199 gals.).
 DL5077
 DL5077.The modeled gravity was interpolated from observed gravity values.
 DL5077
 DL5077;                    North         East    Units  Estimated Accuracy
 DL5077;SPC MI S     -   196,205.4   3,905,111.4     MT  (+/- 3 meters HH1 GPS) 
 DL5077
 DL5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1887090777(NAD 83)
 DL5077
 DL5077                          SUPERSEDED SURVEY CONTROL
 DL5077
 DL5077.No superseded survey control is available for this station.
 DL5077
 DL5077_MARKER: DD = SURVEY DISK
 DL5077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5077_STAMPING: 41601 2008
 DL5077_MARK LOGO: MIDT
 DL5077_PROJECTION: FLUSH
 DL5077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5077+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DL5077
 DL5077  HISTORY     - Date     Condition        Report By
 DL5077  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5077
 DL5077                          STATION DESCRIPTION
 DL5077
 DL5077'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5077'THE STATION IS LOCATED NORTHEAST OF THE JUNCTION OF NORTHLAND DRIVE
 DL5077'WITH COAN STREET ABOUT 2 MI (3.2 KM) NORTH OF CEDAR SPRINGS, MICHIGAN.
 DL5077'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5077'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5077'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5077'
 DL5077'THE STATION IS 0.5 MI (0.8 KM) SOUTHWEST OF RITCHIE AVENUE, 56 FT
 DL5077'(17.1 M) NORTHEAST OF THE EDGE OF CURB OF COAN STREET, 16.5 SE OF THE
 DL5077'EDGE OF PAVEMENT OF NORTHLAND DRIVE, AND 1 FT (0.3 M) WEST OF AN
 DL5077'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5078 ***********************************************************************
 DL5078  DESIGNATION -  41602
 DL5078  PID         -  DL5078
 DL5078  STATE/COUNTY-  MI/KENT
 DL5078  COUNTRY     -  US
 DL5078  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5078
 DL5078                         *CURRENT SURVEY CONTROL
 DL5078  ______________________________________________________________________
 DL5078* NAD 83(1986) POSITION- 43 14 22.37   (N) 085 32 55.86   (W)   HD_HELD1
 DL5078* NAVD 88 ORTHO HEIGHT -   267.997 (meters)      879.25  (feet) ADJUSTED
 DL5078  ______________________________________________________________________
 DL5078  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 DL5078  DYNAMIC HEIGHT  -        267.937 (meters)      879.06  (feet) COMP
 DL5078  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 DL5078
 DL5078  VERT ORDER      -  FIRST     CLASS II
 DL5078
 DL5078.The horizontal coordinates were determined by differentially corrected
 DL5078.hand held GPS observations or other comparable positioning techniques
 DL5078.and have an estimated accuracy of +/- 3 meters.
 DL5078
 DL5078.The orthometric height was determined by differential leveling and
 DL5078.adjusted by the NATIONAL GEODETIC SURVEY
 DL5078.in October 2009.
 DL5078
 DL5078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5078.GEOID18 height accuracy estimate available here.
 DL5078
 DL5078.Click photographs - Photos may exist for this station.
 DL5078
 DL5078.The dynamic height is computed by dividing the NAVD 88
 DL5078.geopotential number by the normal gravity value computed on the
 DL5078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5078.degrees latitude (g = 980.6199 gals.).
 DL5078
 DL5078.The modeled gravity was interpolated from observed gravity values.
 DL5078
 DL5078;                    North         East    Units  Estimated Accuracy
 DL5078;SPC MI S     -   193,900.9   3,903,989.2     MT  (+/- 3 meters HH1 GPS) 
 DL5078
 DL5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1782188438(NAD 83)
 DL5078
 DL5078                          SUPERSEDED SURVEY CONTROL
 DL5078
 DL5078.No superseded survey control is available for this station.
 DL5078
 DL5078_MARKER: DD = SURVEY DISK
 DL5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5078_STAMPING: 41602 2008
 DL5078_MARK LOGO: MIDT
 DL5078_PROJECTION: FLUSH
 DL5078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5078+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 DL5078
 DL5078  HISTORY     - Date     Condition        Report By
 DL5078  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5078  HISTORY     - 20120612 GOOD             MIDT
 DL5078
 DL5078                          STATION DESCRIPTION
 DL5078
 DL5078'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5078'TO REACH THE STATION FROM THE JUNCTION OF NORTHLAND DRIVE NE WITH 18
 DL5078'MI (29.0 KM) ROAD ON THE NORTH SIDE OF CEDAR SPRINGS, MICHIGAN, GO
 DL5078'NORTH FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DL5078'
 DL5078'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5078'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5078'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5078'
 DL5078'THE STATION IS 1.25 MI (2.0 KM) SOUTH OF EGNER STREET, 96 FT (29.3 M)
 DL5078'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL '15230', 19 FT (5.8 M)
 DL5078'EAST-SOUTHEAST OF THE EDGE OF PAVEMENT OF NORTHLAND DRIVE NORTHEAST,
 DL5078'AND 2 FT (0.6 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL5078
 DL5078                          STATION RECOVERY (2012)
 DL5078
 DL5078'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5078'RECOVERED IN GOOD CONDITION.
 DL5078'
 DL5078'NOTE-THAT THE STATION IS 1.31 MI (2.11 KM) SOUTH OF EGNER STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5079 ***********************************************************************
 DL5079  DESIGNATION -  41603
 DL5079  PID         -  DL5079
 DL5079  STATE/COUNTY-  MI/KENT
 DL5079  COUNTRY     -  US
 DL5079  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5079
 DL5079                         *CURRENT SURVEY CONTROL
 DL5079  ______________________________________________________________________
 DL5079* NAD 83(2011) POSITION- 43 13 37.66703(N) 085 34 13.18511(W)   ADJUSTED
 DL5079* NAD 83(2011) ELLIP HT-   241.105 (meters)        (06/27/12)   ADJUSTED
 DL5079* NAD 83(2011) EPOCH   -  2010.00
 DL5079* NAVD 88 ORTHO HEIGHT -   274.383 (meters)      900.20  (feet) ADJUSTED
 DL5079  ______________________________________________________________________
 DL5079  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 DL5079  NAD 83(2011) X  -    359,521.541 (meters)                     COMP
 DL5079  NAD 83(2011) Y  - -4,640,978.963 (meters)                     COMP
 DL5079  NAD 83(2011) Z  -  4,346,086.955 (meters)                     COMP
 DL5079  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 DL5079  DYNAMIC HEIGHT  -        274.321 (meters)      900.00  (feet) COMP
 DL5079  MODELED GRAVITY -    980,386.2   (mgal)                       NAVD 88
 DL5079
 DL5079  VERT ORDER      -  FIRST     CLASS II
 DL5079
 DL5079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5079  Standards:
 DL5079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5079  -------------------------------------------------------------------
 DL5079  NETWORK    0.32   0.57           0.15   0.10   0.29     -0.07154121
 DL5079  -------------------------------------------------------------------
 DL5079  Click here for local accuracies and other accuracy information.
 DL5079
 DL5079.The horizontal coordinates were established by GPS observations
 DL5079.and adjusted by the National Geodetic Survey in June 2012.
 DL5079
 DL5079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5079.been affixed to the stable North American tectonic plate. See 
 DL5079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5079
 DL5079.The horizontal coordinates are valid at the epoch date displayed above
 DL5079.which is a decimal equivalence of Year/Month/Day.
 DL5079
 DL5079.The orthometric height was determined by differential leveling and
 DL5079.adjusted by the NATIONAL GEODETIC SURVEY
 DL5079.in October 2009.
 DL5079
 DL5079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5079.GEOID18 height accuracy estimate available here.
 DL5079
 DL5079.Click photographs - Photos may exist for this station.
 DL5079
 DL5079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5079
 DL5079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5079
 DL5079.The ellipsoidal height was determined by GPS observations
 DL5079.and is referenced to NAD 83.
 DL5079
 DL5079.The dynamic height is computed by dividing the NAVD 88
 DL5079.geopotential number by the normal gravity value computed on the
 DL5079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5079.degrees latitude (g = 980.6199 gals.).
 DL5079
 DL5079.The modeled gravity was interpolated from observed gravity values.
 DL5079
 DL5079. The following values were computed from the NAD 83(2011) position.
 DL5079
 DL5079;                    North         East     Units Scale Factor Converg.
 DL5079;SPC MI S     -   192,546.321 3,902,225.178   MT  0.99992467   -0 49 08.9
 DL5079;SPC MI S     -   631,713.65 12,802,576.04   iFT  0.99992467   -0 49 08.9
 DL5079;UTM  16      - 4,787,029.842   616,100.735   MT  0.99976581   +0 58 45.4
 DL5079
 DL5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5079!SPC MI S     -   0.99996219  x   0.99992467  =   0.99988686
 DL5079!UTM  16      -   0.99996219  x   0.99976581  =   0.99972801
 DL5079
 DL5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1610087029(NAD 83)
 DL5079
 DL5079                          SUPERSEDED SURVEY CONTROL
 DL5079
 DL5079  NAD 83(2007)-  43 13 37.66727(N)    085 34 13.18578(W) AD(2002.00) B
 DL5079  ELLIP H (10/19/09)  241.125  (m)                       GP(2002.00) 1 1
 DL5079
 DL5079.Superseded values are not recommended for survey control.
 DL5079
 DL5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5079.See file dsdata.pdf to determine how the superseded data were derived.
 DL5079
 DL5079_MARKER: DD = SURVEY DISK
 DL5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5079_STAMPING: 41603 2008
 DL5079_MARK LOGO: MIDT
 DL5079_PROJECTION: FLUSH
 DL5079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5079+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5079
 DL5079  HISTORY     - Date     Condition        Report By
 DL5079  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5079  HISTORY     - 20120612 GOOD             MIDT
 DL5079  HISTORY     - 20140630 GOOD             INDIV
 DL5079  HISTORY     - 20200612 GOOD             MIDT
 DL5079  HISTORY     - 20250716 GOOD             MIDT
 DL5079
 DL5079                          STATION DESCRIPTION
 DL5079
 DL5079'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5079'THE STATION IS LOCATED AT THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL5079'SOLON STREET WITH WHITE CREEK AVENUE ABOUT 1 MI (1.6 KM) WEST OF CEDAR
 DL5079'SPRINGS, MICHIGAN.
 DL5079'
 DL5079'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5079'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5079'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5079'
 DL5079'THE STATION IS 200 FT (61.0 M) EAST OF WHITE CREEK AVENUE, 31 FT (9.4
 DL5079'M) WEST OF THE CENTER OF A DRIVEWAY OPENING, 14 FT (4.3 M) NORTH OF
 DL5079'THE EDGE OF PAVEMENT OF SOLON STREET, AND 3.3 FT (1.0 M) SOUTH OF AN
 DL5079'ORANGE CARSONITE WITNESS POST.
 DL5079
 DL5079                          STATION RECOVERY (2012)
 DL5079
 DL5079'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5079'RECOVERED AS DESCRIBED.
 DL5079
 DL5079                          STATION RECOVERY (2014)
 DL5079
 DL5079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL5079'RECOVERED IN GOOD CONDITION.
 DL5079
 DL5079                          STATION RECOVERY (2020)
 DL5079
 DL5079'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5079'THE MARK IS 6.4 FT (2.0 M) SOUTH OF A FENCE AND 3.3 FT (1.0 M) NORTH
 DL5079'OF A CARSONITE WITNESS POST.
 DL5079
 DL5079                          STATION RECOVERY (2025)
 DL5079
 DL5079'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5079'WITNESS POST IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5080 ***********************************************************************
 DL5080  DESIGNATION -  41604
 DL5080  PID         -  DL5080
 DL5080  STATE/COUNTY-  MI/KENT
 DL5080  COUNTRY     -  US
 DL5080  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5080
 DL5080                         *CURRENT SURVEY CONTROL
 DL5080  ______________________________________________________________________
 DL5080* NAD 83(1986) POSITION- 43 12 19.11   (N) 085 34 10.91   (W)   HD_HELD1
 DL5080* NAVD 88 ORTHO HEIGHT -   257.254 (meters)      844.01  (feet) ADJUSTED
 DL5080  ______________________________________________________________________
 DL5080  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 DL5080  DYNAMIC HEIGHT  -        257.195 (meters)      843.81  (feet) COMP
 DL5080  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 DL5080
 DL5080  VERT ORDER      -  FIRST     CLASS II
 DL5080
 DL5080.The horizontal coordinates were determined by differentially corrected
 DL5080.hand held GPS observations or other comparable positioning techniques
 DL5080.and have an estimated accuracy of +/- 3 meters.
 DL5080
 DL5080.The orthometric height was determined by differential leveling and
 DL5080.adjusted by the NATIONAL GEODETIC SURVEY
 DL5080.in October 2009.
 DL5080
 DL5080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5080.GEOID18 height accuracy estimate available here.
 DL5080
 DL5080.Click photographs - Photos may exist for this station.
 DL5080
 DL5080.The dynamic height is computed by dividing the NAVD 88
 DL5080.geopotential number by the normal gravity value computed on the
 DL5080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5080.degrees latitude (g = 980.6199 gals.).
 DL5080
 DL5080.The modeled gravity was interpolated from observed gravity values.
 DL5080
 DL5080;                    North         East    Units  Estimated Accuracy
 DL5080;SPC MI S     -   190,121.7   3,902,241.9     MT  (+/- 3 meters HH1 GPS) 
 DL5080
 DL5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1619384607(NAD 83)
 DL5080
 DL5080                          SUPERSEDED SURVEY CONTROL
 DL5080
 DL5080.No superseded survey control is available for this station.
 DL5080
 DL5080_MARKER: DD = SURVEY DISK
 DL5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5080_STAMPING: 41604 2008
 DL5080_MARK LOGO: MIDT
 DL5080_PROJECTION: FLUSH
 DL5080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5080+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 DL5080
 DL5080  HISTORY     - Date     Condition        Report By
 DL5080  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5080  HISTORY     - 20120612 GOOD             MIDT
 DL5080
 DL5080                          STATION DESCRIPTION
 DL5080
 DL5080'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5080'TO REACH THE STATION FROM THE JUNCTION OF NORTHLAND DRIVE WITH 16 MI
 DL5080'(25.7 KM) ROAD ABOUT 1 MI (1.6 KM) SOUTH OF CEDAR SPRINGS, MICHIGAN,
 DL5080'GO WEST ON 16 MI (25.7 KM) ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON
 DL5080'THE LEFT.
 DL5080'
 DL5080'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5080'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5080'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5080'
 DL5080'THE STATION IS 380 FT (115.8 M) EAST OF WHITE CREEK AVENUE, 125 FT
 DL5080'(38.1 M) WEST OF THE EXTENDED CENTER OF DRIVEWAY OPENING '4095', 8 FT
 DL5080'(2.4 M) SOUTH OF THE EDGE OF PAVEMENT OF 16 MI (25.7 KM) ROAD, AND 8
 DL5080'FT (2.4 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5080
 DL5080                          STATION RECOVERY (2012)
 DL5080
 DL5080'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5080'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5081 ***********************************************************************
 DL5081  DESIGNATION -  41605
 DL5081  PID         -  DL5081
 DL5081  STATE/COUNTY-  MI/KENT
 DL5081  COUNTRY     -  US
 DL5081  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5081
 DL5081                         *CURRENT SURVEY CONTROL
 DL5081  ______________________________________________________________________
 DL5081* NAD 83(2011) POSITION- 43 11 01.60850(N) 085 34 00.89987(W)   ADJUSTED
 DL5081* NAD 83(2011) ELLIP HT-   224.754 (meters)        (06/27/12)   ADJUSTED
 DL5081* NAD 83(2011) EPOCH   -  2010.00
 DL5081* NAVD 88 ORTHO HEIGHT -   258.108 (meters)      846.81  (feet) ADJUSTED
 DL5081  ______________________________________________________________________
 DL5081  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 DL5081  NAD 83(2011) X  -    360,051.897 (meters)                     COMP
 DL5081  NAD 83(2011) Y  - -4,644,233.027 (meters)                     COMP
 DL5081  NAD 83(2011) Z  -  4,342,565.235 (meters)                     COMP
 DL5081  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 DL5081  DYNAMIC HEIGHT  -        258.047 (meters)      846.61  (feet) COMP
 DL5081  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 DL5081
 DL5081  VERT ORDER      -  FIRST     CLASS II
 DL5081
 DL5081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5081  Standards:
 DL5081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5081  -------------------------------------------------------------------
 DL5081  NETWORK    0.38   0.63           0.18   0.11   0.32     -0.04246869
 DL5081  -------------------------------------------------------------------
 DL5081  Click here for local accuracies and other accuracy information.
 DL5081
 DL5081.The horizontal coordinates were established by GPS observations
 DL5081.and adjusted by the National Geodetic Survey in June 2012.
 DL5081
 DL5081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5081.been affixed to the stable North American tectonic plate. See 
 DL5081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5081
 DL5081.The horizontal coordinates are valid at the epoch date displayed above
 DL5081.which is a decimal equivalence of Year/Month/Day.
 DL5081
 DL5081.The orthometric height was determined by differential leveling and
 DL5081.adjusted by the NATIONAL GEODETIC SURVEY
 DL5081.in October 2009.
 DL5081
 DL5081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5081.GEOID18 height accuracy estimate available here.
 DL5081
 DL5081.Click photographs - Photos may exist for this station.
 DL5081
 DL5081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5081
 DL5081.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5081
 DL5081.The ellipsoidal height was determined by GPS observations
 DL5081.and is referenced to NAD 83.
 DL5081
 DL5081.The dynamic height is computed by dividing the NAVD 88
 DL5081.geopotential number by the normal gravity value computed on the
 DL5081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5081.degrees latitude (g = 980.6199 gals.).
 DL5081
 DL5081.The modeled gravity was interpolated from observed gravity values.
 DL5081
 DL5081. The following values were computed from the NAD 83(2011) position.
 DL5081
 DL5081;                    North         East     Units Scale Factor Converg.
 DL5081;SPC MI S     -   187,727.227 3,902,433.717   MT  0.99992045   -0 49 00.5
 DL5081;SPC MI S     -   615,902.98 12,803,260.23   iFT  0.99992045   -0 49 00.5
 DL5081;UTM  16      - 4,782,220.416   616,460.319   MT  0.99976684   +0 58 51.0
 DL5081
 DL5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5081!SPC MI S     -   0.99996476  x   0.99992045  =   0.99988521
 DL5081!UTM  16      -   0.99996476  x   0.99976684  =   0.99973160
 DL5081
 DL5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1646082220(NAD 83)
 DL5081
 DL5081                          SUPERSEDED SURVEY CONTROL
 DL5081
 DL5081  NAD 83(2007)-  43 11 01.60875(N)    085 34 00.90057(W) AD(2002.00) B
 DL5081  ELLIP H (10/23/09)  224.764  (m)                       GP(2002.00) 3 1
 DL5081
 DL5081.Superseded values are not recommended for survey control.
 DL5081
 DL5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5081.See file dsdata.pdf to determine how the superseded data were derived.
 DL5081
 DL5081_MARKER: DD = SURVEY DISK
 DL5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5081_STAMPING: 41605 2008
 DL5081_MARK LOGO: MIDT
 DL5081_PROJECTION: PROJECTING 8 CENTIMETERS
 DL5081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5081+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL5081
 DL5081  HISTORY     - Date     Condition        Report By
 DL5081  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5081  HISTORY     - 20120612 GOOD             MIDT
 DL5081  HISTORY     - 20200610 GOOD             MIDT
 DL5081
 DL5081                          STATION DESCRIPTION
 DL5081
 DL5081'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5081'TO REACH THE STATION FROM THE JUNCTION OF WHITE CREEK AVENUE WITH
 DL5081'RUSSELL STREET ABOUT 3 MI (4.8 KM) SOUTHWEST OF CEDAR SPRINGS,
 DL5081'MICHIGAN, GO EAST ON RUSSELL STREET FOR 0.2 MI (0.3 KM) TO THE WHITE
 DL5081'PINE RECREATION TRAIL AND THE STATION ON THE LEFT.
 DL5081'
 DL5081'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5081'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5081'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5081'
 DL5081'THE STATION IS 300 FT (91.4 M) NORTH OF THE EDGE OF PAVEMENT OF
 DL5081'RUSSELL STREET, 77 FT (23.5 M) EAST OF A RIGHT-OF-WAY FENCE, 33 FT
 DL5081'(10.1 M) WEST OF THE EDGE OF GRAVEL OF THE WHITE PINE RECREATIONAL
 DL5081'TRAIL PARKING AREA AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE
 DL5081'WITNESS POST.
 DL5081
 DL5081                          STATION RECOVERY (2012)
 DL5081
 DL5081'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5081'RECOVERED AS DESCRIBED.
 DL5081
 DL5081                          STATION RECOVERY (2020)
 DL5081
 DL5081'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5081'WITNESS POST NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5082 ***********************************************************************
 DL5082  DESIGNATION -  41606
 DL5082  PID         -  DL5082
 DL5082  STATE/COUNTY-  MI/KENT
 DL5082  COUNTRY     -  US
 DL5082  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5082
 DL5082                         *CURRENT SURVEY CONTROL
 DL5082  ______________________________________________________________________
 DL5082* NAD 83(1986) POSITION- 43 09 40.13   (N) 085 33 58.26   (W)   HD_HELD1
 DL5082* NAVD 88 ORTHO HEIGHT -   229.791 (meters)      753.91  (feet) ADJUSTED
 DL5082  ______________________________________________________________________
 DL5082  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 DL5082  DYNAMIC HEIGHT  -        229.736 (meters)      753.73  (feet) COMP
 DL5082  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 DL5082
 DL5082  VERT ORDER      -  FIRST     CLASS II
 DL5082
 DL5082.The horizontal coordinates were determined by differentially corrected
 DL5082.hand held GPS observations or other comparable positioning techniques
 DL5082.and have an estimated accuracy of +/- 3 meters.
 DL5082
 DL5082.The orthometric height was determined by differential leveling and
 DL5082.adjusted by the NATIONAL GEODETIC SURVEY
 DL5082.in October 2009.
 DL5082
 DL5082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5082.GEOID18 height accuracy estimate available here.
 DL5082
 DL5082.Click photographs - Photos may exist for this station.
 DL5082
 DL5082.The dynamic height is computed by dividing the NAVD 88
 DL5082.geopotential number by the normal gravity value computed on the
 DL5082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5082.degrees latitude (g = 980.6199 gals.).
 DL5082
 DL5082.The modeled gravity was interpolated from observed gravity values.
 DL5082
 DL5082;                    North         East    Units  Estimated Accuracy
 DL5082;SPC MI S     -   185,212.4   3,902,457.5     MT  (+/- 3 meters HH1 GPS) 
 DL5082
 DL5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1656279707(NAD 83)
 DL5082
 DL5082                          SUPERSEDED SURVEY CONTROL
 DL5082
 DL5082.No superseded survey control is available for this station.
 DL5082
 DL5082_MARKER: DD = SURVEY DISK
 DL5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5082_STAMPING: 41606 2008
 DL5082_MARK LOGO: MIDT
 DL5082_PROJECTION: FLUSH
 DL5082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5082+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DL5082
 DL5082  HISTORY     - Date     Condition        Report By
 DL5082  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5082  HISTORY     - 20250902 GOOD             USPSQD
 DL5082
 DL5082                          STATION DESCRIPTION
 DL5082
 DL5082'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5082'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF 13
 DL5082'MI (20.9 KM) ROAD WITH SUMMIT AVENUE IN EDGERTON, MICHIGAN.
 DL5082'
 DL5082'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5082'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5082'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5082'
 DL5082'THE STATION IS 61 FT (18.6 M) WEST OF THE EDGE OF CURB OF SUMMIT
 DL5082'AVENUE, 14 FT (4.3 M) NORTH OF THE EDGE OF PAVEMENT OF 13 MI (20.9 KM)
 DL5082'ROAD AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5082'
 DL5082'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO POWER
 DL5082'LINES WEST OF THE STATION THAT EXTEND TO 40 DEGREES ABOVE THE HORIZON.
 DL5082
 DL5082                          STATION RECOVERY (2025)
 DL5082
 DL5082'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DL5082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5083 ***********************************************************************
 DL5083  DESIGNATION -  41607
 DL5083  PID         -  DL5083
 DL5083  STATE/COUNTY-  MI/KENT
 DL5083  COUNTRY     -  US
 DL5083  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5083
 DL5083                         *CURRENT SURVEY CONTROL
 DL5083  ______________________________________________________________________
 DL5083* NAD 83(1986) POSITION- 43 08 47.31   (N) 085 33 51.80   (W)   HD_HELD1
 DL5083* NAVD 88 ORTHO HEIGHT -   215.118 (meters)      705.77  (feet) ADJUSTED
 DL5083  ______________________________________________________________________
 DL5083  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 DL5083  DYNAMIC HEIGHT  -        215.066 (meters)      705.60  (feet) COMP
 DL5083  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 DL5083
 DL5083  VERT ORDER      -  FIRST     CLASS II
 DL5083
 DL5083.The horizontal coordinates were determined by differentially corrected
 DL5083.hand held GPS observations or other comparable positioning techniques
 DL5083.and have an estimated accuracy of +/- 3 meters.
 DL5083
 DL5083.The orthometric height was determined by differential leveling and
 DL5083.adjusted by the NATIONAL GEODETIC SURVEY
 DL5083.in October 2009.
 DL5083
 DL5083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5083.GEOID18 height accuracy estimate available here.
 DL5083
 DL5083.Click photographs - Photos may exist for this station.
 DL5083
 DL5083.The dynamic height is computed by dividing the NAVD 88
 DL5083.geopotential number by the normal gravity value computed on the
 DL5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5083.degrees latitude (g = 980.6199 gals.).
 DL5083
 DL5083.The modeled gravity was interpolated from observed gravity values.
 DL5083
 DL5083;                    North         East    Units  Estimated Accuracy
 DL5083;SPC MI S     -   183,580.6   3,902,580.2     MT  (+/- 3 meters HH1 GPS) 
 DL5083
 DL5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1673678081(NAD 83)
 DL5083
 DL5083                          SUPERSEDED SURVEY CONTROL
 DL5083
 DL5083.No superseded survey control is available for this station.
 DL5083
 DL5083_MARKER: DD = SURVEY DISK
 DL5083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5083_SP_SET: BRIDGE ABUTMENT
 DL5083_STAMPING: 41607 2008
 DL5083_MARK LOGO: MIDT
 DL5083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5083+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DL5083
 DL5083  HISTORY     - Date     Condition        Report By
 DL5083  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5083
 DL5083                          STATION DESCRIPTION
 DL5083
 DL5083'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5083'THE STATION IS LOCATED JUST EAST OF THE EAST JUNCTION OF 12 MI (19.3
 DL5083'KM) ROAD WITH SUMMIT AVENUE (TO THE NORTH) IN THE 12 MI (19.3 KM) ROAD
 DL5083'BRIDGE OVER ROGUE CREEK ABOUT 1.8 MI (2.9 KM) NORTH OF ROCKFORD,
 DL5083'MICHIGAN.
 DL5083'
 DL5083'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5083'MODERNIZATION MARK DISK SET IN THE TOP OF THE SOUTH END OF THE EAST
 DL5083'ABUTMENT OF THE BRIDGE.
 DL5083'
 DL5083'THE STATION IS 5.5 FT (1.7 M) SOUTH OF THE EDGE OF PAVEMENT OF 12 MI
 DL5083'(19.3 KM) ROAD, AND 5.5 FT (1.7 M) SOUTH OF A METAL GUARDRAIL.
 DL5083'
 DL5083'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE
 DL5083'SOUTH OF THE STATION EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DL5083'
 DL5083'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5084 ***********************************************************************
 DL5084  DESIGNATION -  41608
 DL5084  PID         -  DL5084
 DL5084  STATE/COUNTY-  MI/KENT
 DL5084  COUNTRY     -  US
 DL5084  USGS QUAD   -  CEDAR SPRINGS (2017)
 DL5084
 DL5084                         *CURRENT SURVEY CONTROL
 DL5084  ______________________________________________________________________
 DL5084* NAD 83(1986) POSITION- 43 07 44.49   (N) 085 33 57.34   (W)   HD_HELD1
 DL5084* NAVD 88 ORTHO HEIGHT -   235.281 (meters)      771.92  (feet) ADJUSTED
 DL5084  ______________________________________________________________________
 DL5084  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 DL5084  DYNAMIC HEIGHT  -        235.224 (meters)      771.73  (feet) COMP
 DL5084  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 DL5084
 DL5084  VERT ORDER      -  FIRST     CLASS II
 DL5084
 DL5084.The horizontal coordinates were determined by differentially corrected
 DL5084.hand held GPS observations or other comparable positioning techniques
 DL5084.and have an estimated accuracy of +/- 3 meters.
 DL5084
 DL5084.The orthometric height was determined by differential leveling and
 DL5084.adjusted by the NATIONAL GEODETIC SURVEY
 DL5084.in October 2009.
 DL5084
 DL5084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5084.GEOID18 height accuracy estimate available here.
 DL5084
 DL5084.Click photographs - Photos may exist for this station.
 DL5084
 DL5084.The dynamic height is computed by dividing the NAVD 88
 DL5084.geopotential number by the normal gravity value computed on the
 DL5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5084.degrees latitude (g = 980.6199 gals.).
 DL5084
 DL5084.The modeled gravity was interpolated from observed gravity values.
 DL5084
 DL5084;                    North         East    Units  Estimated Accuracy
 DL5084;SPC MI S     -   181,644.1   3,902,427.5     MT  (+/- 3 meters HH1 GPS) 
 DL5084
 DL5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1664476141(NAD 83)
 DL5084
 DL5084                          SUPERSEDED SURVEY CONTROL
 DL5084
 DL5084.No superseded survey control is available for this station.
 DL5084
 DL5084_MARKER: DD = SURVEY DISK
 DL5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5084_STAMPING: 41608 2008
 DL5084_MARK LOGO: MIDT
 DL5084_PROJECTION: FLUSH
 DL5084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5084+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5084
 DL5084  HISTORY     - Date     Condition        Report By
 DL5084  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5084  HISTORY     - 20210603 GOOD             MIDT
 DL5084  HISTORY     - 20250716 GOOD             MIDT
 DL5084
 DL5084                          STATION DESCRIPTION
 DL5084
 DL5084'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5084'TO REACH THE STATION FROM THE JUNCTION OF SUMMIT AVENUE WITH 11 MI
 DL5084'(17.7 KM) ROAD ABOUT 1 MI (1.6 KM) NORTH OF ROCKFORD, MICHIGAN, GO
 DL5084'SOUTH ON SUMMIT AVENUE FOR 0.2 MI (0.3 KM) TO VALLEY VIEW ELEMENTARY
 DL5084'SCHOOL AND THE STATION ON THE LEFT.
 DL5084'
 DL5084'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5084'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5084'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5084'
 DL5084'THE STATION IS 190 FT (57.9 M) NORTH OF THE EDGE OF CURB OF THE SOUTH
 DL5084'ENTRANCE TO THE SCHOOL, 140 FT (42.7 M) SOUTH OF THE EDGE OF CURB OF
 DL5084'THE NORTH ENTRANCE TO THE SCHOOL, 8.5 FT (2.6 M) WEST OF THE EDGE OF
 DL5084'CURB OF SUMMIT AVENUE, AND 12 FT (3.7 M) EAST OF AN ORANGE CARSONITE
 DL5084'WITNESS POST.
 DL5084'
 DL5084'NOTE-- REFER TO THE OBSTRUCTION DIAGRAM PRIOR TO OBSERVING THIS
 DL5084'STATION WITH GPS.
 DL5084
 DL5084                          STATION RECOVERY (2021)
 DL5084
 DL5084'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL5084'RECOVERED AS DESCRIBED.  RIGHT IN FRONT OF VALLEY VIEW ELEMENTARY
 DL5084'SCHOOL.
 DL5084
 DL5084                          STATION RECOVERY (2025)
 DL5084
 DL5084'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5085 ***********************************************************************
 DL5085  DESIGNATION -  41609
 DL5085  PID         -  DL5085
 DL5085  STATE/COUNTY-  MI/KENT
 DL5085  COUNTRY     -  US
 DL5085  USGS QUAD   -  ROCKFORD (2017)
 DL5085
 DL5085                         *CURRENT SURVEY CONTROL
 DL5085  ______________________________________________________________________
 DL5085* NAD 83(1986) POSITION- 43 07 11.04   (N) 085 33 44.72   (W)   HD_HELD1
 DL5085* NAVD 88 ORTHO HEIGHT -   211.739 (meters)      694.68  (feet) ADJUSTED
 DL5085  ______________________________________________________________________
 DL5085  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 DL5085  DYNAMIC HEIGHT  -        211.687 (meters)      694.51  (feet) COMP
 DL5085  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 DL5085
 DL5085  VERT ORDER      -  FIRST     CLASS II
 DL5085
 DL5085.The horizontal coordinates were determined by differentially corrected
 DL5085.hand held GPS observations or other comparable positioning techniques
 DL5085.and have an estimated accuracy of +/- 3 meters.
 DL5085
 DL5085.The orthometric height was determined by differential leveling and
 DL5085.adjusted by the NATIONAL GEODETIC SURVEY
 DL5085.in October 2009.
 DL5085
 DL5085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5085.GEOID18 height accuracy estimate available here.
 DL5085
 DL5085.Click photographs - Photos may exist for this station.
 DL5085
 DL5085.The dynamic height is computed by dividing the NAVD 88
 DL5085.geopotential number by the normal gravity value computed on the
 DL5085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5085.degrees latitude (g = 980.6199 gals.).
 DL5085
 DL5085.The modeled gravity was interpolated from observed gravity values.
 DL5085
 DL5085;                    North         East    Units  Estimated Accuracy
 DL5085;SPC MI S     -   180,608.0   3,902,698.0     MT  (+/- 3 meters HH1 GPS) 
 DL5085
 DL5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1694775114(NAD 83)
 DL5085
 DL5085                          SUPERSEDED SURVEY CONTROL
 DL5085
 DL5085.No superseded survey control is available for this station.
 DL5085
 DL5085_MARKER: DD = SURVEY DISK
 DL5085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5085_SP_SET: BRIDGE ABUTMENT
 DL5085_STAMPING: 41609 2008
 DL5085_MARK LOGO: MIDT
 DL5085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5085+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DL5085
 DL5085  HISTORY     - Date     Condition        Report By
 DL5085  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5085  HISTORY     - 20250904 GOOD             USPSQD
 DL5085
 DL5085                          STATION DESCRIPTION
 DL5085
 DL5085'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5085'THE STATION IS LOCATED IN THE BRIDGE STREET BRIDGE 'B01 OF 41-02-02'
 DL5085'OVER THE ROGUE RIVER IN ROCKFORD, MICHIGAN.
 DL5085'
 DL5085'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5085'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE WEST ABUTMENT OF
 DL5085'THE BRIDGE.
 DL5085'
 DL5085'THE STATION IS 49 FT (14.9 M) EAST OF THE EDGE OF CURB OF RIVER
 DL5085'STREET, 12 FT (3.7 M) SOUTH OF THE EDGE OF CURB OF BRIDGE STREET, AND
 DL5085'1 FT (0.3 M) WEST OF THE SOUTHWESTERN MOST STREET LIGHT.
 DL5085'
 DL5085'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DL5085'REFERENCED STREET LIGHT AND TREES TO THE SOUTH OF THE STATION
 DL5085'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DL5085'
 DL5085'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5085
 DL5085                          STATION RECOVERY (2025)
 DL5085
 DL5085'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DL5085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5086 ***********************************************************************
 DL5086  DESIGNATION -  41610
 DL5086  PID         -  DL5086
 DL5086  STATE/COUNTY-  MI/KENT
 DL5086  COUNTRY     -  US
 DL5086  USGS QUAD   -  ROCKFORD (2017)
 DL5086
 DL5086                         *CURRENT SURVEY CONTROL
 DL5086  ______________________________________________________________________
 DL5086* NAD 83(2011) POSITION- 43 07 01.93749(N) 085 35 25.83122(W)   ADJUSTED
 DL5086* NAD 83(2011) ELLIP HT-   224.645 (meters)        (06/27/12)   ADJUSTED
 DL5086* NAD 83(2011) EPOCH   -  2010.00
 DL5086* NAVD 88 ORTHO HEIGHT -   258.126 (meters)      846.87  (feet) ADJUSTED
 DL5086  ______________________________________________________________________
 DL5086  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 DL5086  NAD 83(2011) X  -    358,528.482 (meters)                     COMP
 DL5086  NAD 83(2011) Y  - -4,649,424.418 (meters)                     COMP
 DL5086  NAD 83(2011) Z  -  4,337,168.981 (meters)                     COMP
 DL5086  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 DL5086  DYNAMIC HEIGHT  -        258.063 (meters)      846.66  (feet) COMP
 DL5086  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 DL5086
 DL5086  VERT ORDER      -  FIRST     CLASS II
 DL5086
 DL5086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5086  Standards:
 DL5086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5086  -------------------------------------------------------------------
 DL5086  NETWORK    0.34   0.59           0.16   0.11   0.30     -0.09272948
 DL5086  -------------------------------------------------------------------
 DL5086  Click here for local accuracies and other accuracy information.
 DL5086
 DL5086.The horizontal coordinates were established by GPS observations
 DL5086.and adjusted by the National Geodetic Survey in June 2012.
 DL5086
 DL5086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5086.been affixed to the stable North American tectonic plate. See 
 DL5086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5086
 DL5086.The horizontal coordinates are valid at the epoch date displayed above
 DL5086.which is a decimal equivalence of Year/Month/Day.
 DL5086
 DL5086.The orthometric height was determined by differential leveling and
 DL5086.adjusted by the NATIONAL GEODETIC SURVEY
 DL5086.in October 2009.
 DL5086
 DL5086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5086.GEOID18 height accuracy estimate available here.
 DL5086
 DL5086.Click photographs - Photos may exist for this station.
 DL5086
 DL5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5086
 DL5086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5086
 DL5086.The ellipsoidal height was determined by GPS observations
 DL5086.and is referenced to NAD 83.
 DL5086
 DL5086.The dynamic height is computed by dividing the NAVD 88
 DL5086.geopotential number by the normal gravity value computed on the
 DL5086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5086.degrees latitude (g = 980.6199 gals.).
 DL5086
 DL5086.The modeled gravity was interpolated from observed gravity values.
 DL5086
 DL5086. The following values were computed from the NAD 83(2011) position.
 DL5086
 DL5086;                    North         East     Units Scale Factor Converg.
 DL5086;SPC MI S     -   180,360.001 3,900,408.593   MT  0.99991507   -0 49 58.3
 DL5086;SPC MI S     -   591,732.29 12,796,616.12   iFT  0.99991507   -0 49 58.3
 DL5086;UTM  16      - 4,774,794.447   614,667.490   MT  0.99976175   +0 57 48.5
 DL5086
 DL5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5086!SPC MI S     -   0.99996477  x   0.99991507  =   0.99987985
 DL5086!UTM  16      -   0.99996477  x   0.99976175  =   0.99972653
 DL5086
 DL5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1466774794(NAD 83)
 DL5086
 DL5086                          SUPERSEDED SURVEY CONTROL
 DL5086
 DL5086  NAD 83(2007)-  43 07 01.93775(N)    085 35 25.83193(W) AD(2002.00) B
 DL5086  ELLIP H (10/23/09)  224.653  (m)                       GP(2002.00) 3 1
 DL5086
 DL5086.Superseded values are not recommended for survey control.
 DL5086
 DL5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5086.See file dsdata.pdf to determine how the superseded data were derived.
 DL5086
 DL5086_MARKER: DD = SURVEY DISK
 DL5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5086_STAMPING: 41610 2008
 DL5086_MARK LOGO: MIDT
 DL5086_PROJECTION: FLUSH
 DL5086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5086+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 DL5086
 DL5086  HISTORY     - Date     Condition        Report By
 DL5086  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5086  HISTORY     - 20210722 MARK NOT FOUND   MIDT
 DL5086
 DL5086                          STATION DESCRIPTION
 DL5086
 DL5086'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5086'TO REACH THE STATION FROM THE JUNCTION OF 10 MI (16.1 KM) ROAD WITH US
 DL5086'HIGHWAY 131 (EXIT 97) ABOUT 2 MI (3.2 KM) WEST OF ROCKFORD, MICHIGAN,
 DL5086'GO EAST ON 10 MI (16.1 KM) ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON
 DL5086'THE LEFT.
 DL5086'
 DL5086'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5086'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5086'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5086'
 DL5086'THE STATION IS 0.2 MI (0.3 KM) WEST OF WOLVEN AVENUE, 150 FT (45.7 M)
 DL5086'WEST OF THE EDGE OF CURB OF DRIVEWAY OPENING '3233 10 MI (16.1 KM)
 DL5086'ROAD', 30 FT (9.1 M) NORTH OF THE EDGE OF PAVEMENT OF 10 MI (16.1 KM)
 DL5086'ROAD, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5086
 DL5086                          STATION RECOVERY (2021)
 DL5086
 DL5086'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL5086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5087 ***********************************************************************
 DL5087  DESIGNATION -  41611
 DL5087  PID         -  DL5087
 DL5087  STATE/COUNTY-  MI/KENT
 DL5087  COUNTRY     -  US
 DL5087  USGS QUAD   -  ROCKFORD (2017)
 DL5087
 DL5087                         *CURRENT SURVEY CONTROL
 DL5087  ______________________________________________________________________
 DL5087* NAD 83(1986) POSITION- 43 07 10.25   (N) 085 36 26.48   (W)   HD_HELD1
 DL5087* NAVD 88 ORTHO HEIGHT -   254.093 (meters)      833.64  (feet) ADJUSTED
 DL5087  ______________________________________________________________________
 DL5087  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 DL5087  DYNAMIC HEIGHT  -        254.031 (meters)      833.43  (feet) COMP
 DL5087  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 DL5087
 DL5087  VERT ORDER      -  FIRST     CLASS II
 DL5087
 DL5087.The horizontal coordinates were determined by differentially corrected
 DL5087.hand held GPS observations or other comparable positioning techniques
 DL5087.and have an estimated accuracy of +/- 3 meters.
 DL5087
 DL5087.The orthometric height was determined by differential leveling and
 DL5087.adjusted by the NATIONAL GEODETIC SURVEY
 DL5087.in October 2009.
 DL5087
 DL5087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5087.GEOID18 height accuracy estimate available here.
 DL5087
 DL5087.Click photographs - Photos may exist for this station.
 DL5087
 DL5087.The dynamic height is computed by dividing the NAVD 88
 DL5087.geopotential number by the normal gravity value computed on the
 DL5087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5087.degrees latitude (g = 980.6199 gals.).
 DL5087
 DL5087.The modeled gravity was interpolated from observed gravity values.
 DL5087
 DL5087;                    North         East    Units  Estimated Accuracy
 DL5087;SPC MI S     -   180,636.5   3,899,041.5     MT  (+/- 3 meters HH1 GPS) 
 DL5087
 DL5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1329275027(NAD 83)
 DL5087
 DL5087                          SUPERSEDED SURVEY CONTROL
 DL5087
 DL5087.No superseded survey control is available for this station.
 DL5087
 DL5087_MARKER: DD = SURVEY DISK
 DL5087_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5087_SP_SET: BRIDGE PARAPET
 DL5087_STAMPING: 41611 2008
 DL5087_MARK LOGO: MIDT
 DL5087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5087+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DL5087
 DL5087  HISTORY     - Date     Condition        Report By
 DL5087  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5087  HISTORY     - 20140630 GOOD             INDIV
 DL5087
 DL5087                          STATION DESCRIPTION
 DL5087
 DL5087'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5087'THE STATION IS LOCATED AT THE JUNCTION OF 10 MI (16.1 KM) ROAD WITH US
 DL5087'HIGHWAY 131 ABOUT 2 MI (3.2 KM) WEST OF ROCKFORD, MICHIGAN.
 DL5087'
 DL5087'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5087'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 DL5087'PARAPET OF THE WEST ABUTMENT OF THE 10 MI (16.1 KM) ROAD BRIDGE OVER
 DL5087'US HIGHWAY 131.
 DL5087'
 DL5087'THE STATION IS 210 FT (64.0 M) WEST OF THE NORTHBOUND LANES OF US
 DL5087'HIGHWAY 131, 100 FT (30.5 M) WEST OF THE SOUTHBOUND LANES OF HIGHWAY
 DL5087'131, 5.5 FT (1.7 M) EAST OF THE WEST END OF THE PARAPET, 2 FT (0.6 M)
 DL5087'NORTH OF THE EDGE OF CURB OF 10 MI (16.1 KM) ROAD, 2 FT (0.6 M) NORTH
 DL5087'OF A METAL GUARDRAIL.
 DL5087
 DL5087                          STATION RECOVERY (2014)
 DL5087
 DL5087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BAT)
 DL5087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5088 ***********************************************************************
 DL5088  DESIGNATION -  41612
 DL5088  PID         -  DL5088
 DL5088  STATE/COUNTY-  MI/KENT
 DL5088  COUNTRY     -  US
 DL5088  USGS QUAD   -  ROCKFORD (2017)
 DL5088
 DL5088                         *CURRENT SURVEY CONTROL
 DL5088  ______________________________________________________________________
 DL5088* NAD 83(1986) POSITION- 43 06 18.86   (N) 085 37 01.79   (W)   HD_HELD1
 DL5088* NAVD 88 ORTHO HEIGHT -   238.724 (meters)      783.21  (feet) ADJUSTED
 DL5088  ______________________________________________________________________
 DL5088  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 DL5088  DYNAMIC HEIGHT  -        238.665 (meters)      783.02  (feet) COMP
 DL5088  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DL5088
 DL5088  VERT ORDER      -  FIRST     CLASS II
 DL5088
 DL5088.The horizontal coordinates were determined by differentially corrected
 DL5088.hand held GPS observations or other comparable positioning techniques
 DL5088.and have an estimated accuracy of +/- 3 meters.
 DL5088
 DL5088.The orthometric height was determined by differential leveling and
 DL5088.adjusted by the NATIONAL GEODETIC SURVEY
 DL5088.in October 2009.
 DL5088
 DL5088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5088.GEOID18 height accuracy estimate available here.
 DL5088
 DL5088.Click photographs - Photos may exist for this station.
 DL5088
 DL5088.The dynamic height is computed by dividing the NAVD 88
 DL5088.geopotential number by the normal gravity value computed on the
 DL5088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5088.degrees latitude (g = 980.6199 gals.).
 DL5088
 DL5088.The modeled gravity was interpolated from observed gravity values.
 DL5088
 DL5088;                    North         East    Units  Estimated Accuracy
 DL5088;SPC MI S     -   179,062.8   3,898,219.9     MT  (+/- 3 meters HH1 GPS) 
 DL5088
 DL5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1252073429(NAD 83)
 DL5088
 DL5088                          SUPERSEDED SURVEY CONTROL
 DL5088
 DL5088.No superseded survey control is available for this station.
 DL5088
 DL5088_MARKER: DD = SURVEY DISK
 DL5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5088_STAMPING: 41612 2008
 DL5088_MARK LOGO: MIDT
 DL5088_PROJECTION: FLUSH
 DL5088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5088+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 DL5088
 DL5088  HISTORY     - Date     Condition        Report By
 DL5088  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5088
 DL5088                          STATION DESCRIPTION
 DL5088
 DL5088'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5088'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH 10 MI
 DL5088'(16.1 KM) ROAD (EXIT 97) ABOUT 2 MI (3.2 KM) WEST OF ROCKFORD,
 DL5088'MICHIGAN, GO SOUTH ON US HIGHWAY 131 FOR 1 MI (1.6 KM) TO THE STATION
 DL5088'ON THE LEFT.
 DL5088'
 DL5088'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5088'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5088'CONCRETE POST, SET TO A DEPTH OF 7.5 FT (2.3 M),
 DL5088'
 DL5088'THE STATION IS 255 FT (77.7 M) NORTH OF AN EMERGENCY VEHICLE TURN, 100
 DL5088'FT (30.5 M) SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US
 DL5088'HIGHWAY 131, 144 FT (43.9 M) SOUTHEAST OF THE END OF A GUARDRAIL, 140
 DL5088'FT (42.7 M) NORTHEAST OF A 16 INCH (41 CM) ASH TREE, AND 3.3 FT (1.0
 DL5088'M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5089 ***********************************************************************
 DL5089  DESIGNATION -  41613
 DL5089  PID         -  DL5089
 DL5089  STATE/COUNTY-  MI/KENT
 DL5089  COUNTRY     -  US
 DL5089  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 DL5089
 DL5089                         *CURRENT SURVEY CONTROL
 DL5089  ______________________________________________________________________
 DL5089* NAD 83(2011) POSITION- 43 05 22.71648(N) 085 37 57.00947(W)   ADJUSTED
 DL5089* NAD 83(2011) ELLIP HT-   210.431 (meters)        (06/27/12)   ADJUSTED
 DL5089* NAD 83(2011) EPOCH   -  2010.00
 DL5089* NAVD 88 ORTHO HEIGHT -   243.973 (meters)      800.43  (feet) ADJUSTED
 DL5089  ______________________________________________________________________
 DL5089  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 DL5089  NAD 83(2011) X  -    355,279.218 (meters)                     COMP
 DL5089  NAD 83(2011) Y  - -4,651,761.861 (meters)                     COMP
 DL5089  NAD 83(2011) Z  -  4,334,923.614 (meters)                     COMP
 DL5089  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 DL5089  DYNAMIC HEIGHT  -        243.913 (meters)      800.24  (feet) COMP
 DL5089  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 DL5089
 DL5089  VERT ORDER      -  FIRST     CLASS II
 DL5089
 DL5089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5089  Standards:
 DL5089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5089  -------------------------------------------------------------------
 DL5089  NETWORK    0.33   0.59           0.15   0.11   0.30     -0.05519568
 DL5089  -------------------------------------------------------------------
 DL5089  Click here for local accuracies and other accuracy information.
 DL5089
 DL5089.The horizontal coordinates were established by GPS observations
 DL5089.and adjusted by the National Geodetic Survey in June 2012.
 DL5089
 DL5089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5089.been affixed to the stable North American tectonic plate. See 
 DL5089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5089
 DL5089.The horizontal coordinates are valid at the epoch date displayed above
 DL5089.which is a decimal equivalence of Year/Month/Day.
 DL5089
 DL5089.The orthometric height was determined by differential leveling and
 DL5089.adjusted by the NATIONAL GEODETIC SURVEY
 DL5089.in October 2009.
 DL5089
 DL5089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5089.GEOID18 height accuracy estimate available here.
 DL5089
 DL5089.Click photographs - Photos may exist for this station.
 DL5089
 DL5089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5089
 DL5089.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5089
 DL5089.The ellipsoidal height was determined by GPS observations
 DL5089.and is referenced to NAD 83.
 DL5089
 DL5089.The dynamic height is computed by dividing the NAVD 88
 DL5089.geopotential number by the normal gravity value computed on the
 DL5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5089.degrees latitude (g = 980.6199 gals.).
 DL5089
 DL5089.The modeled gravity was interpolated from observed gravity values.
 DL5089
 DL5089. The following values were computed from the NAD 83(2011) position.
 DL5089
 DL5089;                    North         East     Units Scale Factor Converg.
 DL5089;SPC MI S     -   177,349.210 3,896,945.515   MT  0.99991324   -0 51 41.2
 DL5089;SPC MI S     -   581,854.36 12,785,254.31   iFT  0.99991324   -0 51 41.2
 DL5089;UTM  16      - 4,771,677.087   611,301.004   MT  0.99975239   +0 56 03.4
 DL5089
 DL5089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5089!SPC MI S     -   0.99996700  x   0.99991324  =   0.99988024
 DL5089!UTM  16      -   0.99996700  x   0.99975239  =   0.99971940
 DL5089
 DL5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1130171677(NAD 83)
 DL5089
 DL5089                          SUPERSEDED SURVEY CONTROL
 DL5089
 DL5089  NAD 83(2007)-  43 05 22.71679(N)    085 37 57.01022(W) AD(2002.00) B
 DL5089  ELLIP H (10/19/09)  210.434  (m)                       GP(2002.00) 1 1
 DL5089
 DL5089.Superseded values are not recommended for survey control.
 DL5089
 DL5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5089.See file dsdata.pdf to determine how the superseded data were derived.
 DL5089
 DL5089_MARKER: DD = SURVEY DISK
 DL5089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5089_SP_SET: BRIDGE PARAPET
 DL5089_STAMPING: 41613 2008
 DL5089_MARK LOGO: MIDT
 DL5089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5089+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2025
 DL5089
 DL5089  HISTORY     - Date     Condition        Report By
 DL5089  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5089  HISTORY     - 20121018 GOOD             WOOLPT
 DL5089  HISTORY     - 20121022 GOOD             WOOLPT
 DL5089  HISTORY     - 20250902 GOOD             USPSQD
 DL5089
 DL5089                          STATION DESCRIPTION
 DL5089
 DL5089'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5089'THE STATION IS LOCATED IN THE JUNCTION OF US HIGHWAY 131 WITH POST
 DL5089'DRIVE NE (EXIT 95) IN BELMONT, MICHIGAN.
 DL5089'
 DL5089'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5089'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 DL5089'PARAPET OF THE WEST ABUTMENT OF THE POST DRIVE NE BRIDGE 'S06 OF
 DL5089'41132' OVER US HIGHWAY 131.
 DL5089'
 DL5089'THE STATION IS 100 FT (30.5 M) WEST OF THE SOUTHBOUND LANES OF US
 DL5089'HIGHWAY 131, 2.5 FT (0.8 M) NORTHEAST OF THE EDGE OF CURB OF POST
 DL5089'DRIVE.
 DL5089'
 DL5089'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5089
 DL5089                          STATION RECOVERY (2012)
 DL5089
 DL5089'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 DL5089'RECOVERED IN GOOD CONDITION.
 DL5089
 DL5089                          STATION RECOVERY (2012)
 DL5089
 DL5089'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 DL5089'RECOVERED IN GOOD CONDITION.
 DL5089
 DL5089                          STATION RECOVERY (2025)
 DL5089
 DL5089'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DL5089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5090 ***********************************************************************
 DL5090  DESIGNATION -  41614
 DL5090  PID         -  DL5090
 DL5090  STATE/COUNTY-  MI/KENT
 DL5090  COUNTRY     -  US
 DL5090  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 DL5090
 DL5090                         *CURRENT SURVEY CONTROL
 DL5090  ______________________________________________________________________
 DL5090* NAD 83(1986) POSITION- 43 04 10.70   (N) 085 39 13.99   (W)   HD_HELD1
 DL5090* NAVD 88 ORTHO HEIGHT -   242.104 (meters)      794.30  (feet) ADJUSTED
 DL5090  ______________________________________________________________________
 DL5090  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 DL5090  DYNAMIC HEIGHT  -        242.043 (meters)      794.10  (feet) COMP
 DL5090  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 DL5090
 DL5090  VERT ORDER      -  FIRST     CLASS II
 DL5090
 DL5090.The horizontal coordinates were determined by differentially corrected
 DL5090.hand held GPS observations or other comparable positioning techniques
 DL5090.and have an estimated accuracy of +/- 3 meters.
 DL5090
 DL5090.The orthometric height was determined by differential leveling and
 DL5090.adjusted by the NATIONAL GEODETIC SURVEY
 DL5090.in October 2009.
 DL5090
 DL5090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5090.GEOID18 height accuracy estimate available here.
 DL5090
 DL5090.Click photographs - Photos may exist for this station.
 DL5090
 DL5090.The dynamic height is computed by dividing the NAVD 88
 DL5090.geopotential number by the normal gravity value computed on the
 DL5090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5090.degrees latitude (g = 980.6199 gals.).
 DL5090
 DL5090.The modeled gravity was interpolated from observed gravity values.
 DL5090
 DL5090;                    North         East    Units  Estimated Accuracy
 DL5090;SPC MI S     -   175,153.7   3,895,170.8     MT  (+/- 3 meters HH1 GPS) 
 DL5090
 DL5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0959669427(NAD 83)
 DL5090
 DL5090                          SUPERSEDED SURVEY CONTROL
 DL5090
 DL5090.No superseded survey control is available for this station.
 DL5090
 DL5090_MARKER: DD = SURVEY DISK
 DL5090_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5090_SP_SET: BRIDGE PARAPET
 DL5090_STAMPING: 41614 2008
 DL5090_MARK LOGO: MIDT
 DL5090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5090+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DL5090
 DL5090  HISTORY     - Date     Condition        Report By
 DL5090  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5090
 DL5090                          STATION DESCRIPTION
 DL5090
 DL5090'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5090'THE STATION IS LOCATED AT THE JUNCTION OF PINE ISLAND DRIVE WITH US
 DL5090'HIGHWAY 131 IN BELMONT, MICHIGAN.
 DL5090'
 DL5090'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5090'MODERNIZATION MARK DISK SET IN THE TOP OF THE EAST PARAPET OF THE
 DL5090'NORTH ABUTMENT OF THE PINE ISLAND DRIVE BRIDGE OVER US HIGHWAY 131.
 DL5090'
 DL5090'THE STATION IS 75 FT (22.9 M) NORTH OF THE SOUTHBOUND LANES OF US
 DL5090'HIGHWAY 131, 10 FT (3.0 M) SOUTH OF THE NORTH END OF THE PARAPET, AND
 DL5090'4 FT (1.2 M) WEST OF THE EDGE OF CURB OF PINE ISLAND DRIVE.
 DL5090'
 DL5090'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5091 ***********************************************************************
 DL5091  DESIGNATION -  41615
 DL5091  PID         -  DL5091
 DL5091  STATE/COUNTY-  MI/KENT
 DL5091  COUNTRY     -  US
 DL5091  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 DL5091
 DL5091                         *CURRENT SURVEY CONTROL
 DL5091  ______________________________________________________________________
 DL5091* NAD 83(1986) POSITION- 43 03 29.56   (N) 085 39 48.62   (W)   HD_HELD1
 DL5091* NAVD 88 ORTHO HEIGHT -   223.066 (meters)      731.84  (feet) ADJUSTED
 DL5091  ______________________________________________________________________
 DL5091  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 DL5091  DYNAMIC HEIGHT  -        223.010 (meters)      731.66  (feet) COMP
 DL5091  MODELED GRAVITY -    980,364.2   (mgal)                       NAVD 88
 DL5091
 DL5091  VERT ORDER      -  FIRST     CLASS II
 DL5091
 DL5091.The horizontal coordinates were determined by differentially corrected
 DL5091.hand held GPS observations or other comparable positioning techniques
 DL5091.and have an estimated accuracy of +/- 3 meters.
 DL5091
 DL5091.The orthometric height was determined by differential leveling and
 DL5091.adjusted by the NATIONAL GEODETIC SURVEY
 DL5091.in October 2009.
 DL5091
 DL5091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5091.GEOID18 height accuracy estimate available here.
 DL5091
 DL5091.Click photographs - Photos may exist for this station.
 DL5091
 DL5091.The dynamic height is computed by dividing the NAVD 88
 DL5091.geopotential number by the normal gravity value computed on the
 DL5091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5091.degrees latitude (g = 980.6199 gals.).
 DL5091
 DL5091.The modeled gravity was interpolated from observed gravity values.
 DL5091
 DL5091;                    North         East    Units  Estimated Accuracy
 DL5091;SPC MI S     -   173,896.4   3,894,367.9     MT  (+/- 3 meters HH1 GPS) 
 DL5091
 DL5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0883368145(NAD 83)
 DL5091
 DL5091                          SUPERSEDED SURVEY CONTROL
 DL5091
 DL5091.No superseded survey control is available for this station.
 DL5091
 DL5091_MARKER: DD = SURVEY DISK
 DL5091_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5091_SP_SET: BRIDGE PARAPET
 DL5091_STAMPING: 41615 2008
 DL5091_MARK LOGO: MIDT
 DL5091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5091+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DL5091
 DL5091  HISTORY     - Date     Condition        Report By
 DL5091  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5091
 DL5091                          STATION DESCRIPTION
 DL5091
 DL5091'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5091'THE STATION IS LOCATED AT THE JUNCTION OF 6 MI (9.7 KM) ROAD WITH US
 DL5091'HIGHWAY 131 IN COMSTOCK PARK, MICHIGAN.
 DL5091'
 DL5091'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5091'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST PARAPET OF THE
 DL5091'NORTH ABUTMENT OF THE SOUTHBOUND LANES OF US HIGHWAY 131 BRIDGE OVER 6
 DL5091'MI (9.7 KM) ROAD.
 DL5091'
 DL5091'THE STATION IS 60 FT (18.3 M) NORTH OF 6 MI (9.7 KM) ROAD, 9 FT (2.7
 DL5091'M) SOUTH OF THE NORTH END OF THE PARAPET, 3 FT (0.9 M) WEST OF THE
 DL5091'EDGE OF CURB OF THE SOUTHBOUND LANES OF US HIGHWAY 131.
 DL5091'
 DL5091'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5093 ***********************************************************************
 DL5093  DESIGNATION -  41617
 DL5093  PID         -  DL5093
 DL5093  STATE/COUNTY-  MI/KENT
 DL5093  COUNTRY     -  US
 DL5093  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5093
 DL5093                         *CURRENT SURVEY CONTROL
 DL5093  ______________________________________________________________________
 DL5093* NAD 83(1986) POSITION- 42 57 48.24   (N) 085 40 37.63   (W)   HD_HELD1
 DL5093* NAVD 88 ORTHO HEIGHT -   187.564 (meters)      615.37  (feet) ADJUSTED
 DL5093  ______________________________________________________________________
 DL5093  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 DL5093  DYNAMIC HEIGHT  -        187.517 (meters)      615.21  (feet) COMP
 DL5093  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 DL5093
 DL5093  VERT ORDER      -  FIRST     CLASS II
 DL5093
 DL5093.The horizontal coordinates were determined by differentially corrected
 DL5093.hand held GPS observations or other comparable positioning techniques
 DL5093.and have an estimated accuracy of +/- 3 meters.
 DL5093
 DL5093.The orthometric height was determined by differential leveling and
 DL5093.adjusted by the NATIONAL GEODETIC SURVEY
 DL5093.in October 2009.
 DL5093
 DL5093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5093.GEOID18 height accuracy estimate available here.
 DL5093
 DL5093.Click photographs - Photos may exist for this station.
 DL5093
 DL5093.The dynamic height is computed by dividing the NAVD 88
 DL5093.geopotential number by the normal gravity value computed on the
 DL5093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5093.degrees latitude (g = 980.6199 gals.).
 DL5093
 DL5093.The modeled gravity was interpolated from observed gravity values.
 DL5093
 DL5093;                    North         East    Units  Estimated Accuracy
 DL5093;SPC MI S     -   163,382.9   3,893,095.2     MT  (+/- 3 meters HH1 GPS) 
 DL5093
 DL5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0789057599(NAD 83)
 DL5093
 DL5093                          SUPERSEDED SURVEY CONTROL
 DL5093
 DL5093.No superseded survey control is available for this station.
 DL5093
 DL5093_MARKER: DD = SURVEY DISK
 DL5093_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5093_SP_SET: BRIDGE PARAPET WALL
 DL5093_STAMPING: 41617 2008
 DL5093_MARK LOGO: MIDT
 DL5093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5093+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2012
 DL5093
 DL5093  HISTORY     - Date     Condition        Report By
 DL5093  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5093  HISTORY     - 20120512 GOOD             INDIV
 DL5093
 DL5093                          STATION DESCRIPTION
 DL5093
 DL5093'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5093'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE FULTON STREET
 DL5093'BRIDGE OVER THE GRAND RIVER IN GRAND RIVER, MICHIGAN.
 DL5093'
 DL5093'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5093'MODERNIZATION MARK DISK SET IN THE TOP OF THE NORTH PARAPET WALL OF
 DL5093'THE WEST END OF BRIDGE 'B01 OF 41081' OVER THE GRAND RIVER.
 DL5093'
 DL5093'THE STATION IS 9.5 FT (2.9 M) NORTH OF THE EDGE OF CURB OF FULTON
 DL5093'STREET, 1.5 FT (0.5 M) EAST OF THE WEST END OF THE NORTH PARAPET WALL.
 DL5093'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A
 DL5093'LIGHT POLE WITH MAST ARM OVER THE STATION.
 DL5093'
 DL5093'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5093
 DL5093                          STATION RECOVERY (2012)
 DL5093
 DL5093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJL)
 DL5093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5094 ***********************************************************************
 DL5094  DESIGNATION -  41618
 DL5094  PID         -  DL5094
 DL5094  STATE/COUNTY-  MI/KENT
 DL5094  COUNTRY     -  US
 DL5094  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5094
 DL5094                         *CURRENT SURVEY CONTROL
 DL5094  ______________________________________________________________________
 DL5094* NAD 83(1986) POSITION- 42 56 30.21   (N) 085 40 38.68   (W)   HD_HELD1
 DL5094* NAVD 88 ORTHO HEIGHT -   203.363 (meters)      667.20  (feet) ADJUSTED
 DL5094  ______________________________________________________________________
 DL5094  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 DL5094  DYNAMIC HEIGHT  -        203.311 (meters)      667.03  (feet) COMP
 DL5094  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 DL5094
 DL5094  VERT ORDER      -  FIRST     CLASS II
 DL5094
 DL5094.The horizontal coordinates were determined by differentially corrected
 DL5094.hand held GPS observations or other comparable positioning techniques
 DL5094.and have an estimated accuracy of +/- 3 meters.
 DL5094
 DL5094.The orthometric height was determined by differential leveling and
 DL5094.adjusted by the NATIONAL GEODETIC SURVEY
 DL5094.in October 2009.
 DL5094
 DL5094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5094.GEOID18 height accuracy estimate available here.
 DL5094
 DL5094.Click photographs - Photos may exist for this station.
 DL5094
 DL5094.The dynamic height is computed by dividing the NAVD 88
 DL5094.geopotential number by the normal gravity value computed on the
 DL5094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5094.degrees latitude (g = 980.6199 gals.).
 DL5094
 DL5094.The modeled gravity was interpolated from observed gravity values.
 DL5094
 DL5094;                    North         East    Units  Estimated Accuracy
 DL5094;SPC MI S     -   160,975.9   3,893,033.9     MT  (+/- 3 meters HH1 GPS) 
 DL5094
 DL5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0790455192(NAD 83)
 DL5094
 DL5094                          SUPERSEDED SURVEY CONTROL
 DL5094
 DL5094.No superseded survey control is available for this station.
 DL5094
 DL5094_MARKER: DD = SURVEY DISK
 DL5094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5094_SP_SET: BRIDGE WING WALL
 DL5094_STAMPING: 41618 2008
 DL5094_MARK LOGO: MIDT
 DL5094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5094+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2023
 DL5094
 DL5094  HISTORY     - Date     Condition        Report By
 DL5094  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5094  HISTORY     - 20230322 GOOD             HEI
 DL5094
 DL5094                          STATION DESCRIPTION
 DL5094
 DL5094'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5094'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE HALL STREET
 DL5094'BRIDGE OVER US HIGHWAY 131 (EXIT 83) IN GRAND RIVER, MICHIGAN.
 DL5094'
 DL5094'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5094'MODERNIZATION MARK DISK SET IN THE TOP OF THE NORTH WING WALL OF THE
 DL5094'EAST END OF THE BRIDGE OVER US HIGHWAY 131 (EXIT 83).
 DL5094'
 DL5094'THE STATION IS 19.5 FT (5.9 M) WEST OF THE EDGE OF CURB OF NORTHBOUND
 DL5094'ON RAMP TO US HIGHWAY 131 (EXIT 83), 7 FT (2.1 M) NORTH OF THE EDGE OF
 DL5094'CURB OF HALL STREET.
 DL5094'
 DL5094'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A
 DL5094'LIGHT POLE WITH MAST ARM OVER THE STATION.
 DL5094'
 DL5094'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5094
 DL5094                          STATION RECOVERY (2023)
 DL5094
 DL5094'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2023 (CLE)
 DL5094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5095 ***********************************************************************
 DL5095  DESIGNATION -  41619
 DL5095  PID         -  DL5095
 DL5095  STATE/COUNTY-  MI/KENT
 DL5095  COUNTRY     -  US
 DL5095  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5095
 DL5095                         *CURRENT SURVEY CONTROL
 DL5095  ______________________________________________________________________
 DL5095* NAD 83(1986) POSITION- 42 55 42.82   (N) 085 40 55.89   (W)   HD_HELD1
 DL5095* NAVD 88 ORTHO HEIGHT -   192.598 (meters)      631.88  (feet) ADJUSTED
 DL5095  ______________________________________________________________________
 DL5095  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 DL5095  DYNAMIC HEIGHT  -        192.548 (meters)      631.72  (feet) COMP
 DL5095  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 DL5095
 DL5095  VERT ORDER      -  FIRST     CLASS II
 DL5095
 DL5095.The horizontal coordinates were determined by differentially corrected
 DL5095.hand held GPS observations or other comparable positioning techniques
 DL5095.and have an estimated accuracy of +/- 3 meters.
 DL5095
 DL5095.The orthometric height was determined by differential leveling and
 DL5095.adjusted by the NATIONAL GEODETIC SURVEY
 DL5095.in October 2009.
 DL5095
 DL5095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5095.GEOID18 height accuracy estimate available here.
 DL5095
 DL5095.Click photographs - Photos may exist for this station.
 DL5095
 DL5095.The dynamic height is computed by dividing the NAVD 88
 DL5095.geopotential number by the normal gravity value computed on the
 DL5095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5095.degrees latitude (g = 980.6199 gals.).
 DL5095
 DL5095.The modeled gravity was interpolated from observed gravity values.
 DL5095
 DL5095;                    North         East    Units  Estimated Accuracy
 DL5095;SPC MI S     -   159,519.9   3,892,621.0     MT  (+/- 3 meters HH1 GPS) 
 DL5095
 DL5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0753753724(NAD 83)
 DL5095
 DL5095                          SUPERSEDED SURVEY CONTROL
 DL5095
 DL5095.No superseded survey control is available for this station.
 DL5095
 DL5095_MARKER: DD = SURVEY DISK
 DL5095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5095_STAMPING: 41619 2008
 DL5095_MARK LOGO: MIDT
 DL5095_PROJECTION: FLUSH
 DL5095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5095+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DL5095
 DL5095  HISTORY     - Date     Condition        Report By
 DL5095  HISTORY     - 20080612 MONUMENTED       COLEM
 DL5095
 DL5095                          STATION DESCRIPTION
 DL5095
 DL5095'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5095'THE STATION IS LOCATED AT THE JUNCTION OF THE SOUTHBOUND US HIGHWAY
 DL5095'131 OFF RAMP TO CENTURY AVENUE AND BURTON STREET (EXIT 82) IN GRAND
 DL5095'RAPIDS, MICHIGAN.
 DL5095'
 DL5095'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5095'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5095'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5095'
 DL5095'THE STATION IS 300 FT (91.4 M) NORTH OF BURTON STREET, 90 FT (27.4 M)
 DL5095'EAST OF THE EDGE OF CURB OF CENTURY AVENUE, 85 FT (25.9 M) WEST OF A
 DL5095'METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5096 ***********************************************************************
 DL5096  DESIGNATION -  41620
 DL5096  PID         -  DL5096
 DL5096  STATE/COUNTY-  MI/KENT
 DL5096  COUNTRY     -  US
 DL5096  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5096
 DL5096                         *CURRENT SURVEY CONTROL
 DL5096  ______________________________________________________________________
 DL5096* NAD 83(2011) POSITION- 42 54 47.20696(N) 085 40 41.47835(W)   ADJUSTED
 DL5096* NAD 83(2011) ELLIP HT-   175.050 (meters)        (06/27/12)   ADJUSTED
 DL5096* NAD 83(2011) EPOCH   -  2010.00
 DL5096* NAVD 88 ORTHO HEIGHT -   208.657 (meters)      684.57  (feet) ADJUSTED
 DL5096  ______________________________________________________________________
 DL5096  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 DL5096  NAD 83(2011) X  -    352,575.953 (meters)                     COMP
 DL5096  NAD 83(2011) Y  - -4,665,355.422 (meters)                     COMP
 DL5096  NAD 83(2011) Z  -  4,320,556.615 (meters)                     COMP
 DL5096  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DL5096  DYNAMIC HEIGHT  -        208.603 (meters)      684.39  (feet) COMP
 DL5096  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 DL5096
 DL5096  VERT ORDER      -  FIRST     CLASS II
 DL5096
 DL5096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5096  Standards:
 DL5096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5096  -------------------------------------------------------------------
 DL5096  NETWORK    0.34   0.74           0.16   0.11   0.38     -0.11147967
 DL5096  -------------------------------------------------------------------
 DL5096  Click here for local accuracies and other accuracy information.
 DL5096
 DL5096.The horizontal coordinates were established by GPS observations
 DL5096.and adjusted by the National Geodetic Survey in June 2012.
 DL5096
 DL5096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5096.been affixed to the stable North American tectonic plate. See 
 DL5096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5096
 DL5096.The horizontal coordinates are valid at the epoch date displayed above
 DL5096.which is a decimal equivalence of Year/Month/Day.
 DL5096
 DL5096.The orthometric height was determined by differential leveling and
 DL5096.adjusted by the NATIONAL GEODETIC SURVEY
 DL5096.in October 2009.
 DL5096
 DL5096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5096.GEOID18 height accuracy estimate available here.
 DL5096
 DL5096.Click photographs - Photos may exist for this station.
 DL5096
 DL5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5096
 DL5096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5096
 DL5096.The ellipsoidal height was determined by GPS observations
 DL5096.and is referenced to NAD 83.
 DL5096
 DL5096.The dynamic height is computed by dividing the NAVD 88
 DL5096.geopotential number by the normal gravity value computed on the
 DL5096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5096.degrees latitude (g = 980.6199 gals.).
 DL5096
 DL5096.The modeled gravity was interpolated from observed gravity values.
 DL5096
 DL5096. The following values were computed from the NAD 83(2011) position.
 DL5096
 DL5096;                    North         East     Units Scale Factor Converg.
 DL5096;SPC MI S     -   157,799.045 3,892,920.973   MT  0.99990700   -0 53 33.1
 DL5096;SPC MI S     -   517,713.40 12,772,050.44   iFT  0.99990700   -0 53 33.1
 DL5096;UTM  16      - 4,752,013.680   607,891.080   MT  0.99974320   +0 54 00.3
 DL5096
 DL5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5096!SPC MI S     -   0.99997255  x   0.99990700  =   0.99987955
 DL5096!UTM  16      -   0.99997255  x   0.99974320  =   0.99971576
 DL5096
 DL5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0789152013(NAD 83)
 DL5096
 DL5096                          SUPERSEDED SURVEY CONTROL
 DL5096
 DL5096  NAD 83(2007)-  42 54 47.20718(N)    085 40 41.47924(W) AD(2002.00) B
 DL5096  ELLIP H (10/23/09)  175.073  (m)                       GP(2002.00) 3 1
 DL5096
 DL5096.Superseded values are not recommended for survey control.
 DL5096
 DL5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5096.See file dsdata.pdf to determine how the superseded data were derived.
 DL5096
 DL5096_MARKER: DD = SURVEY DISK
 DL5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5096_STAMPING: 41620 2008
 DL5096_MARK LOGO: MIDT
 DL5096_PROJECTION: FLUSH
 DL5096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5096+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2022
 DL5096
 DL5096  HISTORY     - Date     Condition        Report By
 DL5096  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5096  HISTORY     - 20110505 GOOD             JCLS
 DL5096  HISTORY     - 20200722 GOOD             MIDT
 DL5096  HISTORY     - 20220501 GOOD             HEI
 DL5096
 DL5096                          STATION DESCRIPTION
 DL5096
 DL5096'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5096'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5096'STATE HIGHWAY 11 WITH THE ON RAMP TO SOUTHBOUND US HIGHWAY 131 (EXIT
 DL5096'81) ABOUT 3 MI (4.8 KM) SOUTH OF GRAND RAPIDS, MICHIGAN.
 DL5096'
 DL5096'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5096'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5096'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5096'
 DL5096'THE STATION IS 120 FT (36.6 M) WEST OF THE CENTER OF SOUTHBOUND US
 DL5096'HIGHWAY 131, 41 FT (12.5 M) EAST OF THE EDGE OF PAVEMENT OF THE ON
 DL5096'RAMP TO SOUTHBOUND US HIGHWAY 131, 41 FT (12.5 M) SOUTH OF THE EDGE OF
 DL5096'CURB OF STATE HIGHWAY 11 AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE
 DL5096'CARSONITE WITNESS POST.
 DL5096
 DL5096                          STATION RECOVERY (2011)
 DL5096
 DL5096'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL5096'RECOVERED IN GOOD CONDITION.
 DL5096
 DL5096                          STATION RECOVERY (2020)
 DL5096
 DL5096'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL5096'RECOVERED IN GOOD CONDITION.
 DL5096
 DL5096                          STATION RECOVERY (2022)
 DL5096
 DL5096'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 DL5096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5097 ***********************************************************************
 DL5097  DESIGNATION -  41621
 DL5097  PID         -  DL5097
 DL5097  STATE/COUNTY-  MI/KENT
 DL5097  COUNTRY     -  US
 DL5097  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5097
 DL5097                         *CURRENT SURVEY CONTROL
 DL5097  ______________________________________________________________________
 DL5097* NAD 83(1986) POSITION- 42 54 21.16   (N) 085 40 35.05   (W)   HD_HELD1
 DL5097* NAVD 88 ORTHO HEIGHT -   204.867 (meters)      672.13  (feet) ADJUSTED
 DL5097  ______________________________________________________________________
 DL5097  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 DL5097  DYNAMIC HEIGHT  -        204.814 (meters)      671.96  (feet) COMP
 DL5097  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 DL5097
 DL5097  VERT ORDER      -  FIRST     CLASS II
 DL5097
 DL5097.The horizontal coordinates were determined by differentially corrected
 DL5097.hand held GPS observations or other comparable positioning techniques
 DL5097.and have an estimated accuracy of +/- 3 meters.
 DL5097
 DL5097.The orthometric height was determined by differential leveling and
 DL5097.adjusted by the NATIONAL GEODETIC SURVEY
 DL5097.in October 2009.
 DL5097
 DL5097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5097.GEOID18 height accuracy estimate available here.
 DL5097
 DL5097.Click photographs - Photos may exist for this station.
 DL5097
 DL5097.The dynamic height is computed by dividing the NAVD 88
 DL5097.geopotential number by the normal gravity value computed on the
 DL5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5097.degrees latitude (g = 980.6199 gals.).
 DL5097
 DL5097.The modeled gravity was interpolated from observed gravity values.
 DL5097
 DL5097;                    North         East    Units  Estimated Accuracy
 DL5097;SPC MI S     -   156,993.2   3,893,054.2     MT  (+/- 3 meters HH1 GPS) 
 DL5097
 DL5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0804951212(NAD 83)
 DL5097
 DL5097                          SUPERSEDED SURVEY CONTROL
 DL5097
 DL5097.No superseded survey control is available for this station.
 DL5097
 DL5097_MARKER: DD = SURVEY DISK
 DL5097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5097_STAMPING: 41621 2008
 DL5097_MARK LOGO: MIDT
 DL5097_PROJECTION: FLUSH
 DL5097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5097+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DL5097
 DL5097  HISTORY     - Date     Condition        Report By
 DL5097  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5097  HISTORY     - 20220624 GOOD             HEI
 DL5097
 DL5097                          STATION DESCRIPTION
 DL5097
 DL5097'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5097'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL5097'32ND STREET WITH THE NORTHBOUND LANES ON US HIGHWAY 131 IN WYOMING,
 DL5097'MICHIGAN.
 DL5097'
 DL5097'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5097'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5097'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5097'
 DL5097'THE STATION IS 150 FT (45.7 M) EAST OF THE CENTER OF THE NORTHBOUND
 DL5097'LANES OF US HIGHWAY 131, 100 FT (30.5 M) WEST OF THE EDGE OF CURB OF
 DL5097'DRIVEWAY OPENING '440 32ND STREET', 12.5 FT (3.8 M) SOUTH OF THE EDGE
 DL5097'OF CURB OF 32ND STREET, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL5097'CARSONITE WITNESS POST.
 DL5097
 DL5097                          STATION RECOVERY (2022)
 DL5097
 DL5097'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 DL5097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5098 ***********************************************************************
 DL5098  DESIGNATION -  41622
 DL5098  PID         -  DL5098
 DL5098  STATE/COUNTY-  MI/KENT
 DL5098  COUNTRY     -  US
 DL5098  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5098
 DL5098                         *CURRENT SURVEY CONTROL
 DL5098  ______________________________________________________________________
 DL5098* NAD 83(1986) POSITION- 42 53 40.36   (N) 085 40 30.91   (W)   HD_HELD1
 DL5098* NAVD 88 ORTHO HEIGHT -   206.342 (meters)      676.97  (feet) ADJUSTED
 DL5098  ______________________________________________________________________
 DL5098  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 DL5098  DYNAMIC HEIGHT  -        206.288 (meters)      676.80  (feet) COMP
 DL5098  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 DL5098
 DL5098  VERT ORDER      -  FIRST     CLASS II
 DL5098
 DL5098.The horizontal coordinates were determined by differentially corrected
 DL5098.hand held GPS observations or other comparable positioning techniques
 DL5098.and have an estimated accuracy of +/- 3 meters.
 DL5098
 DL5098.The orthometric height was determined by differential leveling and
 DL5098.adjusted by the NATIONAL GEODETIC SURVEY
 DL5098.in October 2009.
 DL5098
 DL5098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5098.GEOID18 height accuracy estimate available here.
 DL5098
 DL5098.Click photographs - Photos may exist for this station.
 DL5098
 DL5098.The dynamic height is computed by dividing the NAVD 88
 DL5098.geopotential number by the normal gravity value computed on the
 DL5098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5098.degrees latitude (g = 980.6199 gals.).
 DL5098
 DL5098.The modeled gravity was interpolated from observed gravity values.
 DL5098
 DL5098;                    North         East    Units  Estimated Accuracy
 DL5098;SPC MI S     -   155,733.0   3,893,128.6     MT  (+/- 3 meters HH1 GPS) 
 DL5098
 DL5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0816349955(NAD 83)
 DL5098
 DL5098                          SUPERSEDED SURVEY CONTROL
 DL5098
 DL5098.No superseded survey control is available for this station.
 DL5098
 DL5098_MARKER: DD = SURVEY DISK
 DL5098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5098_SP_SET: BRIDGE FOOTING
 DL5098_STAMPING: 41622
 DL5098_MARK LOGO: MIDT
 DL5098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5098+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2009
 DL5098
 DL5098  HISTORY     - Date     Condition        Report By
 DL5098  HISTORY     - 20090405 MONUMENTED       COLEM
 DL5098
 DL5098                          STATION DESCRIPTION
 DL5098
 DL5098'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2009
 DL5098'THE STATION IS LOCATED 0.2 MI (0.3 KM) SOUTH OF 36TH STREET ON THE
 DL5098'EAST SIDE OF A CONCRETE PAD, IN GRAND RAPIDS, MICHIGAN.
 DL5098'
 DL5098'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5098'MODERNIZATION MARK DISK SET VERTICALLY IN THE BASE OF A BRIDGE
 DL5098'FOOTING.
 DL5098'
 DL5098'TO REACH THE STATION FROM THE JUNCTION OF NORTHBOUND STATE HIGHWAY 131
 DL5098'WITH 36TH STREET IN WYOMING, MI, GO EAST ON 36TH STREET FOR 0.1 MI
 DL5098'(0.2 KM) TO THE RAILROAD TRACKS, TURN RIGHT AND GO SOUTH ALONG THE
 DL5098'RAILROAD TRACKS FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL5098'
 DL5098'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DL5098'BRIDGE OVER THE STATION.
 DL5098'
 DL5098'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5099 ***********************************************************************
 DL5099  DESIGNATION -  41623
 DL5099  PID         -  DL5099
 DL5099  STATE/COUNTY-  MI/KENT
 DL5099  COUNTRY     -  US
 DL5099  USGS QUAD   -  CUTLERVILLE (2017)
 DL5099
 DL5099                         *CURRENT SURVEY CONTROL
 DL5099  ______________________________________________________________________
 DL5099* NAD 83(1986) POSITION- 42 51 57.17   (N) 085 40 52.99   (W)   HD_HELD1
 DL5099* NAVD 88 ORTHO HEIGHT -   207.487 (meters)      680.73  (feet) ADJUSTED
 DL5099  ______________________________________________________________________
 DL5099  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 DL5099  DYNAMIC HEIGHT  -        207.432 (meters)      680.55  (feet) COMP
 DL5099  MODELED GRAVITY -    980,351.3   (mgal)                       NAVD 88
 DL5099
 DL5099  VERT ORDER      -  FIRST     CLASS II
 DL5099
 DL5099.The horizontal coordinates were determined by differentially corrected
 DL5099.hand held GPS observations or other comparable positioning techniques
 DL5099.and have an estimated accuracy of +/- 3 meters.
 DL5099
 DL5099.The orthometric height was determined by differential leveling and
 DL5099.adjusted by the NATIONAL GEODETIC SURVEY
 DL5099.in October 2009.
 DL5099
 DL5099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5099.GEOID18 height accuracy estimate available here.
 DL5099
 DL5099.Click photographs - Photos may exist for this station.
 DL5099
 DL5099.The dynamic height is computed by dividing the NAVD 88
 DL5099.geopotential number by the normal gravity value computed on the
 DL5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5099.degrees latitude (g = 980.6199 gals.).
 DL5099
 DL5099.The modeled gravity was interpolated from observed gravity values.
 DL5099
 DL5099;                    North         East    Units  Estimated Accuracy
 DL5099;SPC MI S     -   152,557.2   3,892,578.0     MT  (+/- 3 meters HH1 GPS) 
 DL5099
 DL5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0771246764(NAD 83)
 DL5099
 DL5099                          SUPERSEDED SURVEY CONTROL
 DL5099
 DL5099.No superseded survey control is available for this station.
 DL5099
 DL5099_MARKER: DD = SURVEY DISK
 DL5099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5099_STAMPING: 41623 2008
 DL5099_MARK LOGO: MIDT
 DL5099_PROJECTION: FLUSH
 DL5099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5099+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2022
 DL5099
 DL5099  HISTORY     - Date     Condition        Report By
 DL5099  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5099  HISTORY     - 20120710 GOOD             MIDT
 DL5099  HISTORY     - 20220501 GOOD             HEI
 DL5099
 DL5099                          STATION DESCRIPTION
 DL5099
 DL5099'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5099'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5099'GEZON PARKWAY WITH SOUTHBOUND US HIGHWAY 131 (EXIT 78), ABOUT 1 MI
 DL5099'(1.6 KM) NORTH OF CUTLERVILLE, MICHIGAN.
 DL5099'
 DL5099'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5099'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5099'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5099'
 DL5099'THE STATION IS 250 FT (76.2 M) WEST OF THE EDGE OF CURB OF THE ON RAMP
 DL5099'FOR SOUTHBOUND US HIGHWAY 131, 100 FT (30.5 M) EAST OF A POWER POLE,
 DL5099'12 FT (3.7 M) SOUTH OF THE EDGE OF CURB OF GEZON PARKWAY AND 3.3 FT
 DL5099'(1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5099
 DL5099                          STATION RECOVERY (2012)
 DL5099
 DL5099'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5099'RECOVERED AS DESCRIBED.
 DL5099
 DL5099                          STATION RECOVERY (2022)
 DL5099
 DL5099'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 DL5099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5100 ***********************************************************************
 DL5100  DESIGNATION -  41624
 DL5100  PID         -  DL5100
 DL5100  STATE/COUNTY-  MI/KENT
 DL5100  COUNTRY     -  US
 DL5100  USGS QUAD   -  CUTLERVILLE (2017)
 DL5100
 DL5100                         *CURRENT SURVEY CONTROL
 DL5100  ______________________________________________________________________
 DL5100* NAD 83(1986) POSITION- 42 51 21.4    (N) 085 39 40.0    (W)   HD_HELD2
 DL5100* NAVD 88 ORTHO HEIGHT -   203.637 (meters)      668.10  (feet) ADJUSTED
 DL5100  ______________________________________________________________________
 DL5100  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 DL5100  DYNAMIC HEIGHT  -        203.583 (meters)      667.92  (feet) COMP
 DL5100  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 DL5100
 DL5100  VERT ORDER      -  FIRST     CLASS II
 DL5100
 DL5100.The horizontal coordinates were established by autonomous hand held GPS
 DL5100.observations and have an estimated accuracy of +/- 10 meters.
 DL5100
 DL5100.The orthometric height was determined by differential leveling and
 DL5100.adjusted by the NATIONAL GEODETIC SURVEY
 DL5100.in October 2009.
 DL5100
 DL5100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5100.GEOID18 height accuracy estimate available here.
 DL5100
 DL5100.Click photographs - Photos may exist for this station.
 DL5100
 DL5100.The dynamic height is computed by dividing the NAVD 88
 DL5100.geopotential number by the normal gravity value computed on the
 DL5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5100.degrees latitude (g = 980.6199 gals.).
 DL5100
 DL5100.The modeled gravity was interpolated from observed gravity values.
 DL5100
 DL5100;                    North         East    Units  Estimated Accuracy
 DL5100;SPC MI S     -   151,428.    3,894,218.      MT  (+/- 10 meters HH2 GPS)
 DL5100
 DL5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0938545687(NAD 83)
 DL5100
 DL5100                          SUPERSEDED SURVEY CONTROL
 DL5100
 DL5100.No superseded survey control is available for this station.
 DL5100
 DL5100_MARKER: DD = SURVEY DISK
 DL5100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5100_SP_SET: BOX CULVERT
 DL5100_STAMPING: 41624 2008
 DL5100_MARK LOGO: MIDT
 DL5100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5100+STABILITY: SURFACE MOTION
 DL5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5100+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2015
 DL5100
 DL5100  HISTORY     - Date     Condition        Report By
 DL5100  HISTORY     - 20080606 MONUMENTED       COLEM
 DL5100  HISTORY     - 20120710 GOOD             MIDT
 DL5100  HISTORY     - 20150724 POOR             PREIN
 DL5100
 DL5100                          STATION DESCRIPTION
 DL5100
 DL5100'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5100'TO REACH THE STATION FROM THE INTERSECTION OF DIVISION AVENUE WITH
 DL5100'60TH STREET IN CUTLERVILLE, MICHIGAN, GO NORTH ON DIVISION AVENUE FOR
 DL5100'0.1 MI (0.2 KM) TO A BOX CULVERT FOR PINE HILL CREEK AND THE STATION
 DL5100'ON THE RIGHT.
 DL5100'
 DL5100'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5100'MODERNIZATION MARK DISK SET IN THE SOUTH SIDE OF THE EAST END OF A
 DL5100'DOUBLE BOX CULVERT FOR PINE HILL CREEK.
 DL5100'
 DL5100'THE STATION IS 86 FT (26.2 M) NORTH OF THE EDGE OF CURB OF DRIVEWAY
 DL5100'OPENING '5990 DIVISION AVENUE', 13 FT (4.0 M) EAST OF THE EDGE OF CURB
 DL5100'OF DIVISION AVENUE, 2.5 FT (0.8 M) EAST OF A METAL GUARDRAIL.
 DL5100'
 DL5100'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO POWER
 DL5100'LINES EAST OF THE STATION EXTENDING TO 50 DEGREES ABOVE THE HORIZON
 DL5100'AND POWER LINES WEST OF THE STATION EXTENDING TO 40 DEGREES ABOVE THE
 DL5100'HORIZON.
 DL5100
 DL5100                          STATION RECOVERY (2012)
 DL5100
 DL5100'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5100'RECOVERED AS DESCRIBED.
 DL5100
 DL5100                          STATION RECOVERY (2015)
 DL5100
 DL5100'RECOVERY NOTE BY PREIN AND NEWHOF 2015 (TP)
 DL5100'THE WALL TO THE BOX CULVERT WAS DAMAGED AND LEANING EASTERLY.  DUE TO
 DL5100'ROAD RECONSTRUCTION AND CULVERT EXTENSION THE WALL WAS DAMAGED
 DL5100'FURTHER.  THIS MARK IS NOW BURIED APPROXIMATELY 1.5 FT (0.5 M) AND
 DL5100'FALLS UNDER THE FACE OF THE CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5101 ***********************************************************************
 DL5101  DESIGNATION -  41625
 DL5101  PID         -  DL5101
 DL5101  STATE/COUNTY-  MI/KENT
 DL5101  COUNTRY     -  US
 DL5101  USGS QUAD   -  CUTLERVILLE (2017)
 DL5101
 DL5101                         *CURRENT SURVEY CONTROL
 DL5101  ______________________________________________________________________
 DL5101* NAD 83(1986) POSITION- 42 49 34.70   (N) 085 38 41.49   (W)   HD_HELD1
 DL5101* NAVD 88 ORTHO HEIGHT -   222.827 (meters)      731.06  (feet) ADJUSTED
 DL5101  ______________________________________________________________________
 DL5101  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 DL5101  DYNAMIC HEIGHT  -        222.767 (meters)      730.86  (feet) COMP
 DL5101  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 DL5101
 DL5101  VERT ORDER      -  FIRST     CLASS II
 DL5101
 DL5101.The horizontal coordinates were determined by differentially corrected
 DL5101.hand held GPS observations or other comparable positioning techniques
 DL5101.and have an estimated accuracy of +/- 3 meters.
 DL5101
 DL5101.The orthometric height was determined by differential leveling and
 DL5101.adjusted by the NATIONAL GEODETIC SURVEY
 DL5101.in October 2009.
 DL5101
 DL5101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5101.GEOID18 height accuracy estimate available here.
 DL5101
 DL5101.Click photographs - Photos may exist for this station.
 DL5101
 DL5101.The dynamic height is computed by dividing the NAVD 88
 DL5101.geopotential number by the normal gravity value computed on the
 DL5101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5101.degrees latitude (g = 980.6199 gals.).
 DL5101
 DL5101.The modeled gravity was interpolated from observed gravity values.
 DL5101
 DL5101;                    North         East    Units  Estimated Accuracy
 DL5101;SPC MI S     -   148,115.7   3,895,495.6     MT  (+/- 3 meters HH1 GPS) 
 DL5101
 DL5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1076642417(NAD 83)
 DL5101
 DL5101                          SUPERSEDED SURVEY CONTROL
 DL5101
 DL5101.No superseded survey control is available for this station.
 DL5101
 DL5101_MARKER: DD = SURVEY DISK
 DL5101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5101_STAMPING: 41625 2008
 DL5101_MARK LOGO: MIDT
 DL5101_PROJECTION: FLUSH
 DL5101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5101+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DL5101
 DL5101  HISTORY     - Date     Condition        Report By
 DL5101  HISTORY     - 20080611 MONUMENTED       COLEM
 DL5101  HISTORY     - 20250715 GOOD             MIDT
 DL5101
 DL5101                          STATION DESCRIPTION
 DL5101
 DL5101'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5101'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 DL5101'OF 76TH STREET WITH EASTERN AVENUE IN CUTLERVILLE, MICHIGAN.
 DL5101'
 DL5101'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5101'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL5101'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5101'
 DL5101'THE STATION IS 135 FT (41.1 M) EAST OF THE CENTER OF DRIVEWAY OPENING
 DL5101''763 76TH STREET', 67 FT (20.4 M) WEST OF THE EDGE OF CURB OF EASTERN
 DL5101'AVENUE, 6.5 FT (2.0 M) NORTH OF THE EDGE OF CURB OF 76TH STREET, AND 2
 DL5101'FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5101
 DL5101                          STATION RECOVERY (2025)
 DL5101
 DL5101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5102 ***********************************************************************
 DL5102  DESIGNATION -  41626
 DL5102  PID         -  DL5102
 DL5102  STATE/COUNTY-  MI/KENT
 DL5102  COUNTRY     -  US
 DL5102  USGS QUAD   -  CUTLERVILLE (2017)
 DL5102
 DL5102                         *CURRENT SURVEY CONTROL
 DL5102  ______________________________________________________________________
 DL5102* NAD 83(1986) POSITION- 42 46 57.77   (N) 085 40 06.95   (W)   HD_HELD1
 DL5102* NAVD 88 ORTHO HEIGHT -   249.454 (meters)      818.42  (feet) ADJUSTED
 DL5102  ______________________________________________________________________
 DL5102  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 DL5102  DYNAMIC HEIGHT  -        249.386 (meters)      818.19  (feet) COMP
 DL5102  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DL5102
 DL5102  VERT ORDER      -  FIRST     CLASS II
 DL5102
 DL5102.The horizontal coordinates were determined by differentially corrected
 DL5102.hand held GPS observations or other comparable positioning techniques
 DL5102.and have an estimated accuracy of +/- 3 meters.
 DL5102
 DL5102.The orthometric height was determined by differential leveling and
 DL5102.adjusted by the NATIONAL GEODETIC SURVEY
 DL5102.in October 2009.
 DL5102
 DL5102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5102.GEOID18 height accuracy estimate available here.
 DL5102
 DL5102.Click photographs - Photos may exist for this station.
 DL5102
 DL5102.The dynamic height is computed by dividing the NAVD 88
 DL5102.geopotential number by the normal gravity value computed on the
 DL5102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5102.degrees latitude (g = 980.6199 gals.).
 DL5102
 DL5102.The modeled gravity was interpolated from observed gravity values.
 DL5102
 DL5102;                    North         East    Units  Estimated Accuracy
 DL5102;SPC MI S     -   143,304.0   3,893,480.0     MT  (+/- 3 meters HH1 GPS) 
 DL5102
 DL5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0890237545(NAD 83)
 DL5102
 DL5102                          SUPERSEDED SURVEY CONTROL
 DL5102
 DL5102.No superseded survey control is available for this station.
 DL5102
 DL5102_MARKER: DD = SURVEY DISK
 DL5102_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5102_SP_SET: BRIDGE PARAPET
 DL5102_STAMPING: 41626 2008
 DL5102_MARK LOGO: MIDT
 DL5102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5102+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL5102
 DL5102  HISTORY     - Date     Condition        Report By
 DL5102  HISTORY     - 20080604 MONUMENTED       COLEM
 DL5102  HISTORY     - 20190217 GOOD             INDIV
 DL5102
 DL5102                          STATION DESCRIPTION
 DL5102
 DL5102'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5102'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF US
 DL5102'HIGHWAY 131 WITH 100TH STREET (EXIT 72) ABOUT 4 MI (6.4 KM) SOUTH OF
 DL5102'CUTLERVILLE, MICHIGAN.
 DL5102'
 DL5102'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5102'MODERNIZATION MARK DISK SET IN THE TOP OF THE NORTH PARAPET OF THE
 DL5102'WEST END OF THE 100TH STREET BRIDGE 'S01-41131' OVER US HIGHWAY 131.
 DL5102'
 DL5102'THE STATION IS 60 FT (18.3 M) WEST OF THE CENTER OF THE SOUTHBOUND
 DL5102'LANES OF US HIGHWAY 131, 5 FT (1.5 M) NORTH OF THE EDGE OF PAVEMENT OF
 DL5102'100TH STREET, AND 4 FT (1.2 M) EAST OF THE WEST END OF THE BRIDGE
 DL5102'PARAPET.
 DL5102'
 DL5102'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5102
 DL5102                          STATION RECOVERY (2019)
 DL5102
 DL5102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DL5102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5121 ***********************************************************************
 DL5121  DESIGNATION -  41627
 DL5121  PID         -  DL5121
 DL5121  STATE/COUNTY-  MI/KENT
 DL5121  COUNTRY     -  US
 DL5121  USGS QUAD   -  CUTLERVILLE (2017)
 DL5121
 DL5121                         *CURRENT SURVEY CONTROL
 DL5121  ______________________________________________________________________
 DL5121* NAD 83(2011) POSITION- 42 50 54.60633(N) 085 38 41.07809(W)   ADJUSTED
 DL5121* NAD 83(2011) ELLIP HT-   183.812 (meters)        (06/27/12)   ADJUSTED
 DL5121* NAD 83(2011) EPOCH   -  2010.00
 DL5121* NAVD 88 ORTHO HEIGHT -   217.382 (meters)      713.19  (feet) ADJUSTED
 DL5121  ______________________________________________________________________
 DL5121  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 DL5121  NAD 83(2011) X  -    355,670.549 (meters)                     COMP
 DL5121  NAD 83(2011) Y  - -4,670,025.503 (meters)                     COMP
 DL5121  NAD 83(2011) Z  -  4,315,302.824 (meters)                     COMP
 DL5121  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DL5121  DYNAMIC HEIGHT  -        217.324 (meters)      713.00  (feet) COMP
 DL5121  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 DL5121
 DL5121  VERT ORDER      -  FIRST     CLASS II
 DL5121
 DL5121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5121  Standards:
 DL5121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5121  -------------------------------------------------------------------
 DL5121  NETWORK    0.32   0.73           0.15   0.10   0.37     -0.09891365
 DL5121  -------------------------------------------------------------------
 DL5121  Click here for local accuracies and other accuracy information.
 DL5121
 DL5121.The horizontal coordinates were established by GPS observations
 DL5121.and adjusted by the National Geodetic Survey in June 2012.
 DL5121
 DL5121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5121.been affixed to the stable North American tectonic plate. See 
 DL5121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5121
 DL5121.The horizontal coordinates are valid at the epoch date displayed above
 DL5121.which is a decimal equivalence of Year/Month/Day.
 DL5121
 DL5121.The orthometric height was determined by differential leveling and
 DL5121.adjusted by the NATIONAL GEODETIC SURVEY
 DL5121.in April 2014.
 DL5121
 DL5121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5121.GEOID18 height accuracy estimate available here.
 DL5121
 DL5121.Click photographs - Photos may exist for this station.
 DL5121
 DL5121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5121
 DL5121.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5121
 DL5121.The ellipsoidal height was determined by GPS observations
 DL5121.and is referenced to NAD 83.
 DL5121
 DL5121.The dynamic height is computed by dividing the NAVD 88
 DL5121.geopotential number by the normal gravity value computed on the
 DL5121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5121.degrees latitude (g = 980.6199 gals.).
 DL5121
 DL5121.The modeled gravity was interpolated from observed gravity values.
 DL5121
 DL5121. The following values were computed from the NAD 83(2011) position.
 DL5121
 DL5121;                    North         East     Units Scale Factor Converg.
 DL5121;SPC MI S     -   150,580.852 3,895,542.389   MT  0.99990708   -0 52 11.2
 DL5121;SPC MI S     -   494,031.67 12,780,650.88   iFT  0.99990708   -0 52 11.2
 DL5121;UTM  16      - 4,744,882.136   610,736.489   MT  0.99975086   +0 55 18.3
 DL5121
 DL5121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5121!SPC MI S     -   0.99997117  x   0.99990708  =   0.99987826
 DL5121!UTM  16      -   0.99997117  x   0.99975086  =   0.99972204
 DL5121
 DL5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1073644882(NAD 83)
 DL5121
 DL5121                          SUPERSEDED SURVEY CONTROL
 DL5121
 DL5121  NAD 83(2007)-  42 50 54.60654(N)    085 38 41.07898(W) AD(2002.00) B
 DL5121  ELLIP H (10/19/09)  183.838  (m)                       GP(2002.00) 1 1
 DL5121  NAVD 88 (10/19/09)  217.396  (m)          713.24   (f) SUPERSEDED  1 2
 DL5121
 DL5121.Superseded values are not recommended for survey control.
 DL5121
 DL5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5121.See file dsdata.pdf to determine how the superseded data were derived.
 DL5121
 DL5121_MARKER: DD = SURVEY DISK
 DL5121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5121_SP_SET: BRIDGE WING WALL
 DL5121_STAMPING: 41627 2008
 DL5121_MARK LOGO: MIDT
 DL5121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5121+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DL5121
 DL5121  HISTORY     - Date     Condition        Report By
 DL5121  HISTORY     - 20080707 MONUMENTED       COLEM
 DL5121  HISTORY     - 20120710 GOOD             MIDT
 DL5121  HISTORY     - 20200722 GOOD             MIDT
 DL5121  HISTORY     - 20210607 GOOD             MIDT
 DL5121
 DL5121                          STATION DESCRIPTION
 DL5121
 DL5121'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5121'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5121'STATE HIGHWAY 6 (PAUL HENRY EXPRESSWAY) WITH EASTERN AVENUE IN
 DL5121'CUTLERVILLE, MICHIGAN.
 DL5121'
 DL5121'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5121'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST WING WALL OF THE
 DL5121'SOUTH ABUTMENT OF THE STATE HIGHWAY 6 (PAUL HENRY EXPRESSWAY) BRIDGE
 DL5121'OVER EASTERN AVENUE.
 DL5121'
 DL5121'THE STATION IS 2 FT (0.6 M) SOUTH OF THE BRIDGE BARRIER WALL AND 1 FT
 DL5121'(0.3 M) EAST OF A RIGHT-OF-WAY FENCE.
 DL5121'
 DL5121'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5121
 DL5121                          STATION RECOVERY (2012)
 DL5121
 DL5121'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5121'RECOVERED IN GOOD CONDITION.
 DL5121'
 DL5121'NOTE-THE FOLLOWING ADDITIONAL INFORMATION.  THE STATION IS 2 FT (0.6
 DL5121'M) NORTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5121
 DL5121                          STATION RECOVERY (2020)
 DL5121
 DL5121'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DL5121'IT IS LOCATED ON THE SOUTH ABUTMENT OF THE STATE HIGHWAY 6 BRIDGE BUT
 DL5121'DIFFICULT TO SET UP A TRIPOD BECAUSE THE SPEED OF THE INCOMING TRAFFIC
 DL5121'COULD KNOCK IT DOWN ONTO INCOMING TRAFFIC ON EASTERN AVENUE.
 DL5121
 DL5121                          STATION RECOVERY (2021)
 DL5121
 DL5121'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL5121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6931 ***********************************************************************
 DQ6931  DESIGNATION -  41628
 DQ6931  PID         -  DQ6931
 DQ6931  STATE/COUNTY-  MI/KENT
 DQ6931  COUNTRY     -  US
 DQ6931  USGS QUAD   -  CEDAR SPRINGS (2017)
 DQ6931
 DQ6931                         *CURRENT SURVEY CONTROL
 DQ6931  ______________________________________________________________________
 DQ6931* NAD 83(1986) POSITION- 43 13 10.65   (N) 085 34 40.13   (W)   HD_HELD1
 DQ6931* NAVD 88 ORTHO HEIGHT -   270.591 (meters)      887.76  (feet) ADJUSTED
 DQ6931  ______________________________________________________________________
 DQ6931  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 DQ6931  DYNAMIC HEIGHT  -        270.529 (meters)      887.56  (feet) COMP
 DQ6931  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 DQ6931
 DQ6931  VERT ORDER      -  FIRST     CLASS II
 DQ6931
 DQ6931.The horizontal coordinates were determined by differentially corrected
 DQ6931.hand held GPS observations or other comparable positioning techniques
 DQ6931.and have an estimated accuracy of +/- 3 meters.
 DQ6931
 DQ6931.The orthometric height was determined by differential leveling and
 DQ6931.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6931.in May 2018.
 DQ6931
 DQ6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6931.GEOID18 height accuracy estimate available here.
 DQ6931
 DQ6931.Click photographs - Photos may exist for this station.
 DQ6931
 DQ6931.The dynamic height is computed by dividing the NAVD 88
 DQ6931.geopotential number by the normal gravity value computed on the
 DQ6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6931.degrees latitude (g = 980.6199 gals.).
 DQ6931
 DQ6931.The modeled gravity was interpolated from observed gravity values.
 DQ6931
 DQ6931;                    North         East    Units  Estimated Accuracy
 DQ6931;SPC MI S     -   191,721.4   3,901,605.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6931
 DQ6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1550786186(NAD 83)
 DQ6931
 DQ6931                          SUPERSEDED SURVEY CONTROL
 DQ6931
 DQ6931.No superseded survey control is available for this station.
 DQ6931
 DQ6931_MARKER: F = FLANGE-ENCASED ROD
 DQ6931_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6931_STAMPING: 41628 2012
 DQ6931_MARK LOGO: NONE
 DQ6931_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6931+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DQ6931_ROD/PIPE-DEPTH: 7.6 meters
 DQ6931_SLEEVE-DEPTH  : 1.2 meters
 DQ6931
 DQ6931  HISTORY     - Date     Condition        Report By
 DQ6931  HISTORY     - 20120711 MONUMENTED       MIDT
 DQ6931
 DQ6931                          STATION DESCRIPTION
 DQ6931
 DQ6931'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6931'THE STATION IS 1.34 MI (2.16 KM) WEST OF CEDAR SPRINGS, 7.83 MI (12.60
 DQ6931'KM) NORTHEAST OF SPARTA AND 8.74 MI (14.06 KM) EAST OF KENT CITY.
 DQ6931'
 DQ6931'THE STATION IS LOCATED IN SOLON TOWNSHIP, MICHIGAN.
 DQ6931'
 DQ6931'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND THE SOUTHBOUND
 DQ6931'RAMP OF US HIGHWAY 131 GO 60 FT (18.3 M) EAST ON M46 TO THE STATION ON
 DQ6931'THE RIGHT.
 DQ6931'
 DQ6931'IT IS 55 FT (16.8 M) WEST OF THE CENTER OF THE DRIVEWAY TO THE MDOT
 DQ6931'PUBLIC CARPOOL PARKING, 70 FT (21.3 M) EAST OF THE CENTERLINE OF THE
 DQ6931'SOUTHBOUND RAMP OF US HIGHWAY 131, 56 FT (17.1 M) SOUTH OF THE
 DQ6931'CENTERLINE OF M46 AND 19.8 FT (6.0 M) SOUTH OF AN ORANGE CARSONITE
 DQ6931'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6930 ***********************************************************************
 DQ6930  DESIGNATION -  41629
 DQ6930  PID         -  DQ6930
 DQ6930  STATE/COUNTY-  MI/KENT
 DQ6930  COUNTRY     -  US
 DQ6930  USGS QUAD   -  CEDAR SPRINGS (2017)
 DQ6930
 DQ6930                         *CURRENT SURVEY CONTROL
 DQ6930  ______________________________________________________________________
 DQ6930* NAD 83(1986) POSITION- 43 13 10.47   (N) 085 35 33.19   (W)   HD_HELD1
 DQ6930* NAVD 88 ORTHO HEIGHT -   270.692 (meters)      888.10  (feet) ADJUSTED
 DQ6930  ______________________________________________________________________
 DQ6930  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 DQ6930  DYNAMIC HEIGHT  -        270.630 (meters)      887.89  (feet) COMP
 DQ6930  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 DQ6930
 DQ6930  VERT ORDER      -  FIRST     CLASS II
 DQ6930
 DQ6930.The horizontal coordinates were determined by differentially corrected
 DQ6930.hand held GPS observations or other comparable positioning techniques
 DQ6930.and have an estimated accuracy of +/- 3 meters.
 DQ6930
 DQ6930.The orthometric height was determined by differential leveling and
 DQ6930.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6930.in May 2018.
 DQ6930
 DQ6930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6930.GEOID18 height accuracy estimate available here.
 DQ6930
 DQ6930.Click photographs - Photos may exist for this station.
 DQ6930
 DQ6930.The dynamic height is computed by dividing the NAVD 88
 DQ6930.geopotential number by the normal gravity value computed on the
 DQ6930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6930.degrees latitude (g = 980.6199 gals.).
 DQ6930
 DQ6930.The modeled gravity was interpolated from observed gravity values.
 DQ6930
 DQ6930;                    North         East    Units  Estimated Accuracy
 DQ6930;SPC MI S     -   191,733.2   3,900,407.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6930
 DQ6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1431086160(NAD 83)
 DQ6930
 DQ6930                          SUPERSEDED SURVEY CONTROL
 DQ6930
 DQ6930.No superseded survey control is available for this station.
 DQ6930
 DQ6930_MARKER: F = FLANGE-ENCASED ROD
 DQ6930_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6930_STAMPING: 2012 41629
 DQ6930_MARK LOGO: NONE
 DQ6930_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6930+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DQ6930_ROD/PIPE-DEPTH: 8.0 meters
 DQ6930_SLEEVE-DEPTH  : 1.2 meters
 DQ6930
 DQ6930  HISTORY     - Date     Condition        Report By
 DQ6930  HISTORY     - 20120711 MONUMENTED       MIDT
 DQ6930
 DQ6930                          STATION DESCRIPTION
 DQ6930
 DQ6930'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6930'THE STATION IS 2.14 MI (3.44 KM) WEST OF CEDAR SPRINGS, 7.2 MI (11.6
 DQ6930'KM) NORTHEAST OF SPARTA AND 7.98 MI (12.84 KM) EAST OF KENT CITY.
 DQ6930'
 DQ6930'THE STATION IS LOCATED IN SOLON TOWNSHIP, MICHIGAN.
 DQ6930'
 DQ6930'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND ALGOMA ROAD
 DQ6930'TRAVEL EAST ON M46 OF 0.93 MI (1.50 KM) TO THE STATION ON THE RIGHT.
 DQ6930'
 DQ6930'IT IS 36.3 FT (11.1 M) SOUTH OF THE CENTERLINE OF M46, 78.4 FT (23.9
 DQ6930'M) WEST OF A POWER POLE LABELED '93140', 58.4 FT (17.8 M) EAST OF THE
 DQ6930'CENTERLINE OF NORTHERN SPRINGS DRIVE AND 1 FT (0.3 M) NORTH OF AN
 DQ6930'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6929 ***********************************************************************
 DQ6929  DESIGNATION -  41630
 DQ6929  PID         -  DQ6929
 DQ6929  STATE/COUNTY-  MI/KENT
 DQ6929  COUNTRY     -  US
 DQ6929  USGS QUAD   -  CEDAR SPRINGS (2017)
 DQ6929
 DQ6929                         *CURRENT SURVEY CONTROL
 DQ6929  ______________________________________________________________________
 DQ6929* NAD 83(1986) POSITION- 43 13 10.16   (N) 085 36 38.12   (W)   HD_HELD1
 DQ6929* NAVD 88 ORTHO HEIGHT -   264.588 (meters)      868.07  (feet) ADJUSTED
 DQ6929  ______________________________________________________________________
 DQ6929  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 DQ6929  DYNAMIC HEIGHT  -        264.527 (meters)      867.87  (feet) COMP
 DQ6929  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 DQ6929
 DQ6929  VERT ORDER      -  FIRST     CLASS II
 DQ6929
 DQ6929.The horizontal coordinates were determined by differentially corrected
 DQ6929.hand held GPS observations or other comparable positioning techniques
 DQ6929.and have an estimated accuracy of +/- 3 meters.
 DQ6929
 DQ6929.The orthometric height was determined by differential leveling and
 DQ6929.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6929.in May 2018.
 DQ6929
 DQ6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6929.GEOID18 height accuracy estimate available here.
 DQ6929
 DQ6929.Click photographs - Photos may exist for this station.
 DQ6929
 DQ6929.The dynamic height is computed by dividing the NAVD 88
 DQ6929.geopotential number by the normal gravity value computed on the
 DQ6929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6929.degrees latitude (g = 980.6199 gals.).
 DQ6929
 DQ6929.The modeled gravity was interpolated from observed gravity values.
 DQ6929
 DQ6929;                    North         East    Units  Estimated Accuracy
 DQ6929;SPC MI S     -   191,745.1   3,898,942.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6929
 DQ6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1284586126(NAD 83)
 DQ6929
 DQ6929                          SUPERSEDED SURVEY CONTROL
 DQ6929
 DQ6929.No superseded survey control is available for this station.
 DQ6929
 DQ6929_MARKER: F = FLANGE-ENCASED ROD
 DQ6929_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6929_STAMPING: 2012 41630
 DQ6929_MARK LOGO: NONE
 DQ6929_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6929+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DQ6929_ROD/PIPE-DEPTH: 6.6 meters
 DQ6929_SLEEVE-DEPTH  : 1.2 meters
 DQ6929
 DQ6929  HISTORY     - Date     Condition        Report By
 DQ6929  HISTORY     - 20120711 MONUMENTED       MIDT
 DQ6929
 DQ6929                          STATION DESCRIPTION
 DQ6929
 DQ6929'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6929'THE STATION IS 3.02 MI (4.86 KM) WEST OF CEDAR SPRINGS, 6.44 MI (10.36
 DQ6929'KM) NORTHEAST OF SPARTA AND 7.08 MI (11.39 KM) EAST OF KENT CITY.
 DQ6929'
 DQ6929'THE STATION IS LOCATED IN SOLON TOWNSHIP, MICHIGAN.
 DQ6929'
 DQ6929'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND ALGOMA ROAD GO
 DQ6929'36 FT (11.0 M) EAST ON M46 TO THE STATION ON THE RIGHT.
 DQ6929'
 DQ6929'THE STATION IS 67.5 FT (20.6 M) EAST OF THE CENTERLINE OF ALGOMA ROAD,
 DQ6929'36.4 FT (11.1 M) SOUTH OF THE CENTERLINE OF M46, 52.5 FT (16.0 M) WEST
 DQ6929'OF A TELEPHONE PEDESTAL ON THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DQ6929'M46 AND ALGOMA ROAD AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE
 DQ6929'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6928 ***********************************************************************
 DQ6928  DESIGNATION -  41631
 DQ6928  PID         -  DQ6928
 DQ6928  STATE/COUNTY-  MI/KENT
 DQ6928  COUNTRY     -  US
 DQ6928  USGS QUAD   -  SPARTA (2017)
 DQ6928
 DQ6928                         *CURRENT SURVEY CONTROL
 DQ6928  ______________________________________________________________________
 DQ6928* NAD 83(1986) POSITION- 43 13 09.93   (N) 085 38 13.81   (W)   HD_HELD1
 DQ6928* NAVD 88 ORTHO HEIGHT -   251.916 (meters)      826.49  (feet) ADJUSTED
 DQ6928  ______________________________________________________________________
 DQ6928  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 DQ6928  DYNAMIC HEIGHT  -        251.857 (meters)      826.30  (feet) COMP
 DQ6928  MODELED GRAVITY -    980,381.9   (mgal)                       NAVD 88
 DQ6928
 DQ6928  VERT ORDER      -  FIRST     CLASS II
 DQ6928
 DQ6928.The horizontal coordinates were determined by differentially corrected
 DQ6928.hand held GPS observations or other comparable positioning techniques
 DQ6928.and have an estimated accuracy of +/- 3 meters.
 DQ6928
 DQ6928.The orthometric height was determined by differential leveling and
 DQ6928.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6928.in May 2018.
 DQ6928
 DQ6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6928.GEOID18 height accuracy estimate available here.
 DQ6928
 DQ6928.Click photographs - Photos may exist for this station.
 DQ6928
 DQ6928.The dynamic height is computed by dividing the NAVD 88
 DQ6928.geopotential number by the normal gravity value computed on the
 DQ6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6928.degrees latitude (g = 980.6199 gals.).
 DQ6928
 DQ6928.The modeled gravity was interpolated from observed gravity values.
 DQ6928
 DQ6928;                    North         East    Units  Estimated Accuracy
 DQ6928;SPC MI S     -   191,770.3   3,896,783.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6928
 DQ6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1068686083(NAD 83)
 DQ6928
 DQ6928                          SUPERSEDED SURVEY CONTROL
 DQ6928
 DQ6928.No superseded survey control is available for this station.
 DQ6928
 DQ6928_MARKER: F = FLANGE-ENCASED ROD
 DQ6928_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6928_STAMPING: 41631 2012
 DQ6928_MARK LOGO: NONE
 DQ6928_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6928+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DQ6928_ROD/PIPE-DEPTH: 17.2 meters
 DQ6928_SLEEVE-DEPTH  : 1.2 meters
 DQ6928
 DQ6928  HISTORY     - Date     Condition        Report By
 DQ6928  HISTORY     - 20120711 MONUMENTED       MIDT
 DQ6928
 DQ6928                          STATION DESCRIPTION
 DQ6928
 DQ6928'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6928'THE STATION IS 4.35 MI (7.00 KM) WEST OF CEDAR SPRINGS, 5.47 MI (8.80
 DQ6928'KM) NORTHEAST OF SPARTA AND 5.74 MI (9.24 KM) EAST OF KENT CITY.
 DQ6928'
 DQ6928'THE STATION IS LOCATED IN SOLON TOWNSHIP, MICHIGAN.
 DQ6928'
 DQ6928'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND OLIN LAKES DRIVE
 DQ6928'GO 0.69 MI (1.11 KM) EAST ON M46 TO THE STATION ON THE RIGHT.
 DQ6928'
 DQ6928'IT IS 93.3 FT (28.4 M) EAST FROM A TELEPHONE POLE LABELED 'CONSEN
 DQ6928'350', 29.8 FT (9.1 M) SOUTH FROM THE CENTERLINE OF M46, 260.7 FT (79.5
 DQ6928'M) WEST FROM AN UNMARKED TELEPHONE POLE BY A PHONE PEDESTAL AND 2.7 FT
 DQ6928'(0.8 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6927 ***********************************************************************
 DQ6927  DESIGNATION -  41632
 DQ6927  PID         -  DQ6927
 DQ6927  STATE/COUNTY-  MI/KENT
 DQ6927  COUNTRY     -  US
 DQ6927  USGS QUAD   -  SPARTA (2017)
 DQ6927
 DQ6927                         *CURRENT SURVEY CONTROL
 DQ6927  ______________________________________________________________________
 DQ6927* NAD 83(1986) POSITION- 43 13 10.58   (N) 085 39 46.50   (W)   HD_HELD1
 DQ6927* NAVD 88 ORTHO HEIGHT -   237.923 (meters)      780.59  (feet) ADJUSTED
 DQ6927  ______________________________________________________________________
 DQ6927  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 DQ6927  DYNAMIC HEIGHT  -        237.868 (meters)      780.41  (feet) COMP
 DQ6927  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 DQ6927
 DQ6927  VERT ORDER      -  FIRST     CLASS II
 DQ6927
 DQ6927.The horizontal coordinates were determined by differentially corrected
 DQ6927.hand held GPS observations or other comparable positioning techniques
 DQ6927.and have an estimated accuracy of +/- 3 meters.
 DQ6927
 DQ6927.The orthometric height was determined by differential leveling and
 DQ6927.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6927.in May 2018.
 DQ6927
 DQ6927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6927.GEOID18 height accuracy estimate available here.
 DQ6927
 DQ6927.Click photographs - Photos may exist for this station.
 DQ6927
 DQ6927.The dynamic height is computed by dividing the NAVD 88
 DQ6927.geopotential number by the normal gravity value computed on the
 DQ6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6927.degrees latitude (g = 980.6199 gals.).
 DQ6927
 DQ6927.The modeled gravity was interpolated from observed gravity values.
 DQ6927
 DQ6927;                    North         East    Units  Estimated Accuracy
 DQ6927;SPC MI S     -   191,822.2   3,894,691.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6927
 DQ6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0859586069(NAD 83)
 DQ6927
 DQ6927                          SUPERSEDED SURVEY CONTROL
 DQ6927
 DQ6927.No superseded survey control is available for this station.
 DQ6927
 DQ6927_MARKER: F = FLANGE-ENCASED ROD
 DQ6927_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6927_STAMPING: 2012 41632
 DQ6927_MARK LOGO: NONE
 DQ6927_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6927_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6927+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 DQ6927_ROD/PIPE-DEPTH: 13.9 meters
 DQ6927_SLEEVE-DEPTH  : 1.2 meters
 DQ6927
 DQ6927  HISTORY     - Date     Condition        Report By
 DQ6927  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6927
 DQ6927                          STATION DESCRIPTION
 DQ6927
 DQ6927'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6927'THE STATION IS 4.45 MI (7.16 KM) EAST OF KENT CITY, 4.7 MI (7.6 KM)
 DQ6927'NORTHEAST OF SPARTA AND 5.67 MI (9.12 KM) WEST OF CEDAR SPRINGS.
 DQ6927'
 DQ6927'THE STATION IS LOCATED IN SOLON TOWNSHIP, MICHIGAN.
 DQ6927'
 DQ6927'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND LONG LAKE DRIVE
 DQ6927'GO 660 FT (201.2 M) EAST ON M46 TO THE STATION ON THE RIGHT (LOCATED
 DQ6927'AT THE ENTRANCE OF LONG LAKE PARK).
 DQ6927'
 DQ6927'THE STATION IS 35.5 FT (10.8 M) SOUTH OF THE CENTERLINE OF M46, 61 FT
 DQ6927'(18.6 M) WEST OF KRAUSKOPF ROAD, 52 FT (15.8 M) NORTHWEST OF THE
 DQ6927'NORTHERN CULVERT OPENING IN THE LONG LAKE PARK DRIVEWAY AND 5.1 FT
 DQ6927'(1.6 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6926 ***********************************************************************
 DQ6926  DESIGNATION -  41633
 DQ6926  PID         -  DQ6926
 DQ6926  STATE/COUNTY-  MI/KENT
 DQ6926  COUNTRY     -  US
 DQ6926  USGS QUAD   -  SPARTA (2017)
 DQ6926
 DQ6926                         *CURRENT SURVEY CONTROL
 DQ6926  ______________________________________________________________________
 DQ6926* NAD 83(1986) POSITION- 43 13 11.58   (N) 085 41 10.64   (W)   HD_HELD1
 DQ6926* NAVD 88 ORTHO HEIGHT -   232.048 (meters)      761.31  (feet) ADJUSTED
 DQ6926  ______________________________________________________________________
 DQ6926  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 DQ6926  DYNAMIC HEIGHT  -        231.994 (meters)      761.13  (feet) COMP
 DQ6926  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 DQ6926
 DQ6926  VERT ORDER      -  FIRST     CLASS II
 DQ6926
 DQ6926.The horizontal coordinates were determined by differentially corrected
 DQ6926.hand held GPS observations or other comparable positioning techniques
 DQ6926.and have an estimated accuracy of +/- 3 meters.
 DQ6926
 DQ6926.The orthometric height was determined by differential leveling and
 DQ6926.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6926.in May 2018.
 DQ6926
 DQ6926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6926.GEOID18 height accuracy estimate available here.
 DQ6926
 DQ6926.Click photographs - Photos may exist for this station.
 DQ6926
 DQ6926.The dynamic height is computed by dividing the NAVD 88
 DQ6926.geopotential number by the normal gravity value computed on the
 DQ6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6926.degrees latitude (g = 980.6199 gals.).
 DQ6926
 DQ6926.The modeled gravity was interpolated from observed gravity values.
 DQ6926
 DQ6926;                    North         East    Units  Estimated Accuracy
 DQ6926;SPC MI S     -   191,882.6   3,892,793.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6926
 DQ6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0669686070(NAD 83)
 DQ6926
 DQ6926                          SUPERSEDED SURVEY CONTROL
 DQ6926
 DQ6926.No superseded survey control is available for this station.
 DQ6926
 DQ6926_MARKER: F = FLANGE-ENCASED ROD
 DQ6926_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6926_STAMPING: 41633 2012
 DQ6926_MARK LOGO: NONE
 DQ6926_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6926+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 DQ6926_ROD/PIPE-DEPTH: 11.2 meters
 DQ6926_SLEEVE-DEPTH  : 1.2 meters
 DQ6926
 DQ6926  HISTORY     - Date     Condition        Report By
 DQ6926  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6926  HISTORY     - 20230717 GOOD             MIDT
 DQ6926
 DQ6926                          STATION DESCRIPTION
 DQ6926
 DQ6926'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6926'THE STATION IS 3.29 MI (5.29 KM) EAST OF KENT CITY, 4.27 MI (6.87 KM)
 DQ6926'NORTH-NORTHEAST OF SPARTA AND 6.82 MI (10.97 KM) WEST OF CEDAR
 DQ6926'SPRINGS.
 DQ6926'
 DQ6926'THE STATION IS LOCATED IN TYRONE TOWNSHIP, MICHIGAN.
 DQ6926'
 DQ6926'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND SPARTA AVENUE GO
 DQ6926'1.29 MI (2.08 KM) EAST ON M46 TO THE INTERSECTION OF M46 AND RED PINE
 DQ6926'DRIVE AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE
 DQ6926'INTERSECTION.
 DQ6926'
 DQ6926'THE STATION IS 29.9 FT (9.1 M) NORTH OF THE CENTERLINE OF M46, 65.25
 DQ6926'FT (19.9 M) WEST OF A POWER POLE LABELED 'C473SPPX', 122 FT (37.2 M)
 DQ6926'EAST OF THE CENTERLINE OF RED PINE DRIVE AND 1 FT (0.3 M) SOUTH OF AN
 DQ6926'ORANGE CARSONITE WITNESS POST.
 DQ6926
 DQ6926                          STATION RECOVERY (2023)
 DQ6926
 DQ6926'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DQ6926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6925 ***********************************************************************
 DQ6925  DESIGNATION -  41634
 DQ6925  PID         -  DQ6925
 DQ6925  STATE/COUNTY-  MI/KENT
 DQ6925  COUNTRY     -  US
 DQ6925  USGS QUAD   -  SPARTA (2017)
 DQ6925
 DQ6925                         *CURRENT SURVEY CONTROL
 DQ6925  ______________________________________________________________________
 DQ6925* NAD 83(1986) POSITION- 43 13 10.62   (N) 085 42 40.82   (W)   HD_HELD1
 DQ6925* NAVD 88 ORTHO HEIGHT -   246.625 (meters)      809.14  (feet) ADJUSTED
 DQ6925  ______________________________________________________________________
 DQ6925  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 DQ6925  DYNAMIC HEIGHT  -        246.567 (meters)      808.95  (feet) COMP
 DQ6925  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 DQ6925
 DQ6925  VERT ORDER      -  FIRST     CLASS II
 DQ6925
 DQ6925.The horizontal coordinates were determined by differentially corrected
 DQ6925.hand held GPS observations or other comparable positioning techniques
 DQ6925.and have an estimated accuracy of +/- 3 meters.
 DQ6925
 DQ6925.The orthometric height was determined by differential leveling and
 DQ6925.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6925.in May 2018.
 DQ6925
 DQ6925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6925.GEOID18 height accuracy estimate available here.
 DQ6925
 DQ6925.Click photographs - Photos may exist for this station.
 DQ6925
 DQ6925.The dynamic height is computed by dividing the NAVD 88
 DQ6925.geopotential number by the normal gravity value computed on the
 DQ6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6925.degrees latitude (g = 980.6199 gals.).
 DQ6925
 DQ6925.The modeled gravity was interpolated from observed gravity values.
 DQ6925
 DQ6925;                    North         East    Units  Estimated Accuracy
 DQ6925;SPC MI S     -   191,885.2   3,890,758.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6925
 DQ6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0466286009(NAD 83)
 DQ6925
 DQ6925                          SUPERSEDED SURVEY CONTROL
 DQ6925
 DQ6925.No superseded survey control is available for this station.
 DQ6925
 DQ6925_MARKER: F = FLANGE-ENCASED ROD
 DQ6925_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6925_STAMPING: 2012 41634
 DQ6925_MARK LOGO: NONE
 DQ6925_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6925+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 DQ6925_ROD/PIPE-DEPTH: 10.6 meters
 DQ6925_SLEEVE-DEPTH  : 1.2 meters
 DQ6925
 DQ6925  HISTORY     - Date     Condition        Report By
 DQ6925  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6925
 DQ6925                          STATION DESCRIPTION
 DQ6925
 DQ6925'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6925'THE STATION IS 2.01 MI (3.23 KM) EAST OF KENT CITY, 4.06 MI (6.53 KM)
 DQ6925'NORTH OF SPARTA AND 8.09 MI (13.02 KM) WEST OF CEDAR SPRINGS.
 DQ6925'
 DQ6925'THE STATION IS LOCATED IN TYRONE TOWNSHIP, MICHIGAN.
 DQ6925'
 DQ6925'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND SPARTA AVENUE GO
 DQ6925'56 FT (17.1 M) EAST ON M46 TO THE SOUTHEAST QUADRANT OF THE
 DQ6925'INTERSECTION AND THE STATION ON THE RIGHT.
 DQ6925'
 DQ6925'THE STATION IS 39.7 FT (12.1 M) SOUTH OF THE CENTERLINE OF M46, 38 FT
 DQ6925'(11.6 M) WEST OF A WOODEN LIGHT POLE ON THE SOUTHEAST CORNER OF THE
 DQ6925'INTERSECTION OF M46 AND SPARTA AVENUE, 56 FT (17.1 M) EAST OF THE
 DQ6925'CENTERLINE OF SPARTA AVENUE AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DQ6925'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6924 ***********************************************************************
 DQ6924  DESIGNATION -  41635
 DQ6924  PID         -  DQ6924
 DQ6924  STATE/COUNTY-  MI/KENT
 DQ6924  COUNTRY     -  US
 DQ6924  USGS QUAD   -  SPARTA (2017)
 DQ6924
 DQ6924                         *CURRENT SURVEY CONTROL
 DQ6924  ______________________________________________________________________
 DQ6924* NAD 83(1986) POSITION- 43 13 10.31   (N) 085 44 01.52   (W)   HD_HELD1
 DQ6924* NAVD 88 ORTHO HEIGHT -   242.325 (meters)      795.03  (feet) ADJUSTED
 DQ6924  ______________________________________________________________________
 DQ6924  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 DQ6924  DYNAMIC HEIGHT  -        242.268 (meters)      794.84  (feet) COMP
 DQ6924  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 DQ6924
 DQ6924  VERT ORDER      -  FIRST     CLASS II
 DQ6924
 DQ6924.The horizontal coordinates were determined by differentially corrected
 DQ6924.hand held GPS observations or other comparable positioning techniques
 DQ6924.and have an estimated accuracy of +/- 3 meters.
 DQ6924
 DQ6924.The orthometric height was determined by differential leveling and
 DQ6924.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6924.in May 2018.
 DQ6924
 DQ6924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6924.GEOID18 height accuracy estimate available here.
 DQ6924
 DQ6924.Click photographs - Photos may exist for this station.
 DQ6924
 DQ6924.The dynamic height is computed by dividing the NAVD 88
 DQ6924.geopotential number by the normal gravity value computed on the
 DQ6924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6924.degrees latitude (g = 980.6199 gals.).
 DQ6924
 DQ6924.The modeled gravity was interpolated from observed gravity values.
 DQ6924
 DQ6924;                    North         East    Units  Estimated Accuracy
 DQ6924;SPC MI S     -   191,904.9   3,888,937.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6924
 DQ6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0284185972(NAD 83)
 DQ6924
 DQ6924                          SUPERSEDED SURVEY CONTROL
 DQ6924
 DQ6924.No superseded survey control is available for this station.
 DQ6924
 DQ6924_MARKER: F = FLANGE-ENCASED ROD
 DQ6924_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6924_STAMPING: 2012 41635
 DQ6924_MARK LOGO: NONE
 DQ6924_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6924+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 DQ6924_ROD/PIPE-DEPTH: 13.0 meters
 DQ6924_SLEEVE-DEPTH  : 1.2 meters
 DQ6924
 DQ6924  HISTORY     - Date     Condition        Report By
 DQ6924  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6924  HISTORY     - 20250722 GOOD             MIDT
 DQ6924
 DQ6924                          STATION DESCRIPTION
 DQ6924
 DQ6924'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6924'THE STATION IS 0.9 MI (1.4 KM) EAST OF KENT CITY, 4.25 MI (6.84 KM)
 DQ6924'NORTH-NORTHWEST OF SPARTA AND 9.21 MI (14.82 KM) WEST OF CEDAR
 DQ6924'SPRINGS.
 DQ6924'
 DQ6924'THE STATION IS LOCATED IN TYRONE TOWNSHIP, MICHIGAN.
 DQ6924'
 DQ6924'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND MAIN STREET
 DQ6924'(PEACH RIDGE ROAD) IN KENT CITY AND GO 0.89 MI (1.43 KM) EAST ON M46
 DQ6924'TO THE STATION ON THE RIGHT.
 DQ6924'
 DQ6924'THE STATION IS 23 FT (7.0 M) SOUTHWEST OF THE CENTERLINE OF M46, 17 FT
 DQ6924'(5.2 M) NORTHEAST FROM A FENCE LINE, 35 FT (10.7 M) EAST FROM A WOODEN
 DQ6924'FENCE POST WHERE THE NORTH-SOUTH FENCE INTERSECTS THE EAST-WEST FENCE
 DQ6924'AND 17.2 FT (5.2 M) NORTH OF AN ORANGE CARSONITE POST.
 DQ6924
 DQ6924                          STATION RECOVERY (2025)
 DQ6924
 DQ6924'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DQ6924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6923 ***********************************************************************
 DQ6923  DESIGNATION -  41636
 DQ6923  PID         -  DQ6923
 DQ6923  STATE/COUNTY-  MI/KENT
 DQ6923  COUNTRY     -  US
 DQ6923  USGS QUAD   -  CASNOVIA (2017)
 DQ6923
 DQ6923                         *CURRENT SURVEY CONTROL
 DQ6923  ______________________________________________________________________
 DQ6923* NAD 83(1986) POSITION- 43 13 10.04   (N) 085 45 36.15   (W)   HD_HELD1
 DQ6923* NAVD 88 ORTHO HEIGHT -   247.142 (meters)      810.83  (feet) ADJUSTED
 DQ6923  ______________________________________________________________________
 DQ6923  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 DQ6923  DYNAMIC HEIGHT  -        247.084 (meters)      810.64  (feet) COMP
 DQ6923  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 DQ6923
 DQ6923  VERT ORDER      -  FIRST     CLASS II
 DQ6923
 DQ6923.The horizontal coordinates were determined by differentially corrected
 DQ6923.hand held GPS observations or other comparable positioning techniques
 DQ6923.and have an estimated accuracy of +/- 3 meters.
 DQ6923
 DQ6923.The orthometric height was determined by differential leveling and
 DQ6923.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6923.in May 2018.
 DQ6923
 DQ6923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6923.GEOID18 height accuracy estimate available here.
 DQ6923
 DQ6923.Click photographs - Photos may exist for this station.
 DQ6923
 DQ6923.The dynamic height is computed by dividing the NAVD 88
 DQ6923.geopotential number by the normal gravity value computed on the
 DQ6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6923.degrees latitude (g = 980.6199 gals.).
 DQ6923
 DQ6923.The modeled gravity was interpolated from observed gravity values.
 DQ6923
 DQ6923;                    North         East    Units  Estimated Accuracy
 DQ6923;SPC MI S     -   191,931.6   3,886,801.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6923
 DQ6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0070785931(NAD 83)
 DQ6923
 DQ6923                          SUPERSEDED SURVEY CONTROL
 DQ6923
 DQ6923.No superseded survey control is available for this station.
 DQ6923
 DQ6923_MARKER: F = FLANGE-ENCASED ROD
 DQ6923_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6923_STAMPING: 2012 41636
 DQ6923_MARK LOGO: NONE
 DQ6923_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6923+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 DQ6923_ROD/PIPE-DEPTH: 12.1 meters
 DQ6923_SLEEVE-DEPTH  : 1.2 meters
 DQ6923
 DQ6923  HISTORY     - Date     Condition        Report By
 DQ6923  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6923
 DQ6923                          STATION DESCRIPTION
 DQ6923
 DQ6923'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6923'THE STATION IS 10.49 MI (16.88 KM) WEST OF CEDAR SPRINGS, 15.14 MI
 DQ6923'(24.36 KM) NORTH OF WALKER AND 24.63 MI (39.63 KM) EAST OF MUSKEGON.
 DQ6923'
 DQ6923'THE STATION IS LOCATED IN KENT CITY, MICHIGAN.
 DQ6923'
 DQ6923'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 IN KENT CITY
 DQ6923'TRAVEL 0.3 MI (0.5 KM) EAST ON M46 TO STATION ON THE RIGHT.
 DQ6923'
 DQ6923'THE STATION IS 42 FT (12.8 M) SOUTH OF THE CENTERLINE OF M46, 20.2 FT
 DQ6923'(6.2 M) NORTH OF THE EDGE OF A BITUMINOUS PARKING LOT FOR THE KENT
 DQ6923'CITY MARKETPLACE FOOD CENTER, 178.4 FT (54.4 M) WEST OF A POWER POLE
 DQ6923'ON THE NORTHEAST CORNER OF THE KENT CITY MARKETPLACE FOOD CENTER
 DQ6923'PROPERTY, 169 FT (51.5 M) EAST OF THE KENT CITY MARKETPLACE FOOD
 DQ6923'CENTER PARKING LOT ENTRANCE AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DQ6923'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6922 ***********************************************************************
 DQ6922  DESIGNATION -  41637
 DQ6922  PID         -  DQ6922
 DQ6922  STATE/COUNTY-  MI/KENT
 DQ6922  COUNTRY     -  US
 DQ6922  USGS QUAD   -  CASNOVIA (2017)
 DQ6922
 DQ6922                         *CURRENT SURVEY CONTROL
 DQ6922  ______________________________________________________________________
 DQ6922* NAD 83(1986) POSITION- 43 13 35.36   (N) 085 46 48.02   (W)   HD_HELD1
 DQ6922* NAVD 88 ORTHO HEIGHT -   254.336 (meters)      834.43  (feet) ADJUSTED
 DQ6922  ______________________________________________________________________
 DQ6922  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 DQ6922  DYNAMIC HEIGHT  -        254.277 (meters)      834.24  (feet) COMP
 DQ6922  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 DQ6922
 DQ6922  VERT ORDER      -  FIRST     CLASS II
 DQ6922
 DQ6922.The horizontal coordinates were determined by differentially corrected
 DQ6922.hand held GPS observations or other comparable positioning techniques
 DQ6922.and have an estimated accuracy of +/- 3 meters.
 DQ6922
 DQ6922.The orthometric height was determined by differential leveling and
 DQ6922.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6922.in May 2018.
 DQ6922
 DQ6922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6922.GEOID18 height accuracy estimate available here.
 DQ6922
 DQ6922.Click photographs - Photos may exist for this station.
 DQ6922
 DQ6922.The dynamic height is computed by dividing the NAVD 88
 DQ6922.geopotential number by the normal gravity value computed on the
 DQ6922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6922.degrees latitude (g = 980.6199 gals.).
 DQ6922
 DQ6922.The modeled gravity was interpolated from observed gravity values.
 DQ6922
 DQ6922;                    North         East    Units  Estimated Accuracy
 DQ6922;SPC MI S     -   192,739.8   3,885,193.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6922
 DQ6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9907486688(NAD 83)
 DQ6922
 DQ6922                          SUPERSEDED SURVEY CONTROL
 DQ6922
 DQ6922.No superseded survey control is available for this station.
 DQ6922
 DQ6922_MARKER: F = FLANGE-ENCASED ROD
 DQ6922_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6922_STAMPING: 2012 41637
 DQ6922_MARK LOGO: NONE
 DQ6922_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6922+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DQ6922_ROD/PIPE-DEPTH: 7.1 meters
 DQ6922_SLEEVE-DEPTH  : 1.0 meters
 DQ6922
 DQ6922  HISTORY     - Date     Condition        Report By
 DQ6922  HISTORY     - 20120709 MONUMENTED       MIDT
 DQ6922
 DQ6922                          STATION DESCRIPTION
 DQ6922
 DQ6922'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6922'THE STATION IS 0.76 MI (1.22 KM) SOUTHEAST OF CASNOVIA, 1.55 MI (2.49
 DQ6922'KM) WEST-NORTHWEST OF KENT CITY AND 13.77 MI (22.16 KM) NORTHEAST OF
 DQ6922'COOPERSVILLE.
 DQ6922'
 DQ6922'THE STATION IS LOCATED IN TYRONE TOWNSHIP, MICHIGAN.
 DQ6922'
 DQ6922'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6922'A ROUNDABOUT) TRAVEL 1.7 MI (2.7 KM) EAST ON M46 TO THE STATION ON THE
 DQ6922'RIGHT.
 DQ6922'
 DQ6922'THE STATION IS 170 FT (51.8 M) NORTH OF A FENCE ON THE SOUTH SIDE OF
 DQ6922'M46, 25 FT (7.6 M) SOUTH OF THE CENTERLINE OF M46 AND 1 FT (0.3 M)
 DQ6922'NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1099 ***********************************************************************
 DP1099  DESIGNATION -  41638
 DP1099  PID         -  DP1099
 DP1099  STATE/COUNTY-  MI/KENT
 DP1099  COUNTRY     -  US
 DP1099  USGS QUAD   -  GRANDVILLE (2017)
 DP1099
 DP1099                         *CURRENT SURVEY CONTROL
 DP1099  ______________________________________________________________________
 DP1099* NAD 83(1986) POSITION- 42 58 20.75   (N) 085 46 36.19   (W)   HD_HELD1
 DP1099* NAVD 88 ORTHO HEIGHT -   225.207 (meters)      738.87  (feet) ADJUSTED
 DP1099  ______________________________________________________________________
 DP1099  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 DP1099  DYNAMIC HEIGHT  -        225.150 (meters)      738.68  (feet) COMP
 DP1099  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 DP1099
 DP1099  VERT ORDER      -  FIRST     CLASS II
 DP1099
 DP1099.The horizontal coordinates were determined by differentially corrected
 DP1099.hand held GPS observations or other comparable positioning techniques
 DP1099.and have an estimated accuracy of +/- 3 meters.
 DP1099
 DP1099.The orthometric height was determined by differential leveling and
 DP1099.adjusted by the NATIONAL GEODETIC SURVEY
 DP1099.in March 2014.
 DP1099
 DP1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1099.GEOID18 height accuracy estimate available here.
 DP1099
 DP1099.Click photographs - Photos may exist for this station.
 DP1099
 DP1099.The dynamic height is computed by dividing the NAVD 88
 DP1099.geopotential number by the normal gravity value computed on the
 DP1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1099.degrees latitude (g = 980.6199 gals.).
 DP1099
 DP1099.The modeled gravity was interpolated from observed gravity values.
 DP1099
 DP1099;                    North         East    Units  Estimated Accuracy
 DP1099;SPC MI S     -   164,517.2   3,884,987.5     MT  (+/- 3 meters HH1 GPS) 
 DP1099
 DP1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9975258479(NAD 83)
 DP1099
 DP1099                          SUPERSEDED SURVEY CONTROL
 DP1099
 DP1099.No superseded survey control is available for this station.
 DP1099
 DP1099_MARKER: F = FLANGE-ENCASED ROD
 DP1099_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1099_STAMPING: 41638 2012
 DP1099_MARK LOGO: NONE
 DP1099_PROJECTION: FLUSH
 DP1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1099+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2025
 DP1099_ROD/PIPE-DEPTH: 4.1 meters
 DP1099_SLEEVE-DEPTH  : 1.2 meters
 DP1099
 DP1099  HISTORY     - Date     Condition        Report By
 DP1099  HISTORY     - 20120723 MONUMENTED       MIDT
 DP1099  HISTORY     - 20200723 GOOD             MIDT
 DP1099  HISTORY     - 20250711 GOOD             MIDT
 DP1099
 DP1099                          STATION DESCRIPTION
 DP1099
 DP1099'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1099'THE STATION IS LOCATED IN THE CITY OF WALKER, MICHIGAN.  THE STATION
 DP1099'IS 5.32 MI (8.6 KM) WEST OF GRAND RAPIDS, 8.37 MI (13.5 KM) NORTHEAST
 DP1099'OF HUDSONVILLE AND 10.21 MI (16.4 KM) SOUTHEAST OF COOPERSVILLE.
 DP1099'
 DP1099'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND EIGHTH AVENUE,
 DP1099'GO 1.43 MI (2.3 KM) EAST ON M45 TO THE INTERSECTION OF M45 AND WILSON
 DP1099'AVENUE AND THE STATION ON THE LEFT IN FRONT OF THE TORCO GAS STATION.
 DP1099'
 DP1099'THE STATION IS 3.9 FT (1.2 M) NORTH OF THE TOP OF THE CURB ON THE
 DP1099'WESTBOUND LANES SIDE OF M45, 55 FT (16.8 M) SOUTH OF THE SOUTH EDGE OF
 DP1099'THE SIDEWALK, 27.2 FT (8.3 M) WEST OF THE CENTER OF A 2 FT (0.6 M)
 DP1099'DIAMETER MANHOLE COVER FOR THE SIGNALS AND LIGHTING, 58.9 FT (18.0 M)
 DP1099'EAST OF THE CENTER OF A 2 FT (0.6 M) DIAMETER MANHOLE COVER (LOCATED
 DP1099'IN THE SIDEWALK) AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DP1099'POST.
 DP1099
 DP1099                          STATION RECOVERY (2020)
 DP1099
 DP1099'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DP1099'RECOVERED IN GOOD CONDITION.
 DP1099
 DP1099                          STATION RECOVERY (2025)
 DP1099
 DP1099'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1100 ***********************************************************************
 DP1100  DESIGNATION -  41639
 DP1100  PID         -  DP1100
 DP1100  STATE/COUNTY-  MI/KENT
 DP1100  COUNTRY     -  US
 DP1100  USGS QUAD   -  GRANDVILLE (2017)
 DP1100
 DP1100                         *CURRENT SURVEY CONTROL
 DP1100  ______________________________________________________________________
 DP1100* NAD 83(1986) POSITION- 42 58 18.98   (N) 085 45 11.09   (W)   HD_HELD1
 DP1100* NAVD 88 ORTHO HEIGHT -   221.447 (meters)      726.53  (feet) ADJUSTED
 DP1100  ______________________________________________________________________
 DP1100  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 DP1100  DYNAMIC HEIGHT  -        221.392 (meters)      726.35  (feet) COMP
 DP1100  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 DP1100
 DP1100  VERT ORDER      -  FIRST     CLASS II
 DP1100
 DP1100.The horizontal coordinates were determined by differentially corrected
 DP1100.hand held GPS observations or other comparable positioning techniques
 DP1100.and have an estimated accuracy of +/- 3 meters.
 DP1100
 DP1100.The orthometric height was determined by differential leveling and
 DP1100.adjusted by the NATIONAL GEODETIC SURVEY
 DP1100.in March 2014.
 DP1100
 DP1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1100.GEOID18 height accuracy estimate available here.
 DP1100
 DP1100.Click photographs - Photos may exist for this station.
 DP1100
 DP1100.The dynamic height is computed by dividing the NAVD 88
 DP1100.geopotential number by the normal gravity value computed on the
 DP1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1100.degrees latitude (g = 980.6199 gals.).
 DP1100
 DP1100.The modeled gravity was interpolated from observed gravity values.
 DP1100
 DP1100;                    North         East    Units  Estimated Accuracy
 DP1100;SPC MI S     -   164,430.6   3,886,914.6     MT  (+/- 3 meters HH1 GPS) 
 DP1100
 DP1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0168158452(NAD 83)
 DP1100
 DP1100                          SUPERSEDED SURVEY CONTROL
 DP1100
 DP1100.No superseded survey control is available for this station.
 DP1100
 DP1100_MARKER: F = FLANGE-ENCASED ROD
 DP1100_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1100_STAMPING: 41639 2012
 DP1100_MARK LOGO: NONE
 DP1100_PROJECTION: RECESSED 3 CENTIMETERS
 DP1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1100+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 DP1100_ROD/PIPE-DEPTH: 6.8 meters
 DP1100_SLEEVE-DEPTH  : 1.2 meters
 DP1100
 DP1100  HISTORY     - Date     Condition        Report By
 DP1100  HISTORY     - 20120723 MONUMENTED       MIDT
 DP1100
 DP1100                          STATION DESCRIPTION
 DP1100
 DP1100'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1100'THE STATION IS LOCATED IN THE CITY OF WALKER, MICHIGAN.  THE STATION
 DP1100'IS 4.13 MI (6.6 KM) WEST OF GRAND RAPIDS, 9.05 MI (14.6 KM) NORTHEAST
 DP1100'OF HUDSONVILLE AND 11.21 MI (18.0 KM) SOUTHEAST OF COOPERSVILLE.
 DP1100'
 DP1100'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND WILSON AVENUE,
 DP1100'TRAVEL 1.19 MI (1.9 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1100'
 DP1100'THE STATION IS 10.6 FT (3.2 M) NORTH OF THE NORTH EDGE OF THE
 DP1100'SIDEWALK, 15.3 FT (4.7 M) NORTHWEST OF THE CENTER OF A 2.7DIAMETER
 DP1100'MANHOLE COVER LABELED 'SBC' IN THE MIDDLE, 41.9 FT (12.8 M)
 DP1100'EAST-NORTHEAST OF THE CENTER OF A 1.8 FT (0.5 M) DIAMETER MANHOLE
 DP1100'COVER (LOCATED IN THE SIDEWALK), 17.2 FT (5.2 M) SOUTH OF THE
 DP1100'CENTERLINE OF THE EASTBOUND LANES OF M45 AND 1 FT (0.3 M) NORTH OF AN
 DP1100'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1101 ***********************************************************************
 DP1101  DESIGNATION -  41640
 DP1101  PID         -  DP1101
 DP1101  STATE/COUNTY-  MI/KENT
 DP1101  COUNTRY     -  US
 DP1101  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DP1101
 DP1101                         *CURRENT SURVEY CONTROL
 DP1101  ______________________________________________________________________
 DP1101* NAD 83(1986) POSITION- 42 58 17.54   (N) 085 43 47.82   (W)   HD_HELD1
 DP1101* NAVD 88 ORTHO HEIGHT -   227.431 (meters)      746.16  (feet) ADJUSTED
 DP1101  ______________________________________________________________________
 DP1101  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 DP1101  DYNAMIC HEIGHT  -        227.373 (meters)      745.97  (feet) COMP
 DP1101  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DP1101
 DP1101  VERT ORDER      -  FIRST     CLASS II
 DP1101
 DP1101.The horizontal coordinates were determined by differentially corrected
 DP1101.hand held GPS observations or other comparable positioning techniques
 DP1101.and have an estimated accuracy of +/- 3 meters.
 DP1101
 DP1101.The orthometric height was determined by differential leveling and
 DP1101.adjusted by the NATIONAL GEODETIC SURVEY
 DP1101.in March 2014.
 DP1101
 DP1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1101.GEOID18 height accuracy estimate available here.
 DP1101
 DP1101.Click photographs - Photos may exist for this station.
 DP1101
 DP1101.The dynamic height is computed by dividing the NAVD 88
 DP1101.geopotential number by the normal gravity value computed on the
 DP1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1101.degrees latitude (g = 980.6199 gals.).
 DP1101
 DP1101.The modeled gravity was interpolated from observed gravity values.
 DP1101
 DP1101;                    North         East    Units  Estimated Accuracy
 DP1101;SPC MI S     -   164,355.3   3,888,800.4     MT  (+/- 3 meters HH1 GPS) 
 DP1101
 DP1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0356858436(NAD 83)
 DP1101
 DP1101                          SUPERSEDED SURVEY CONTROL
 DP1101
 DP1101.No superseded survey control is available for this station.
 DP1101
 DP1101_MARKER: F = FLANGE-ENCASED ROD
 DP1101_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1101_STAMPING: 41640 2012
 DP1101_MARK LOGO: NONE
 DP1101_PROJECTION: RECESSED 5 CENTIMETERS
 DP1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1101+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DP1101_ROD/PIPE-DEPTH: 10.1 meters
 DP1101_SLEEVE-DEPTH  : 1.2 meters
 DP1101
 DP1101  HISTORY     - Date     Condition        Report By
 DP1101  HISTORY     - 20120725 MONUMENTED       MIDT
 DP1101
 DP1101                          STATION DESCRIPTION
 DP1101
 DP1101'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1101'THE STATION IS LOCATED IN GRAND RAPIDS, MICHIGAN.  THE STATION IS 4.23
 DP1101'MI (6.8 KM) NORTH-NORTHWEST OF WYOMING, 11.32 MI (18.2 KM) EAST OF
 DP1101'ALLENDALE CHARTER TOWNSHIP AND 13.12 MI (21.1 KM) SOUTH OF SPARTA.
 DP1101'
 DP1101'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND COLLINDALE ROAD,
 DP1101'GO 0.37 MI (0.6 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1101'
 DP1101'THE STATION IS 19.3 FT (5.9 M) EAST OF THE EAST SIDE OF TELEPHONE
 DP1101'PEDESTAL LABELED '2516', 4.3 FT (1.3 M) NORTH OF THE NORTH EDGE OF THE
 DP1101'SIDEWALK, 20.1 FT (6.1 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DP1101'LANES OF M45, 46.4 FT (14.1 M) WEST OF THE CENTER OF A 2.7 FT (0.8 M)
 DP1101'DIAMETER MANHOLE COVER LABELED 'SBC' (LOCATED IN SIDEWALK) AND 1 FT
 DP1101'(0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1102 ***********************************************************************
 DP1102  DESIGNATION -  41641
 DP1102  PID         -  DP1102
 DP1102  STATE/COUNTY-  MI/KENT
 DP1102  COUNTRY     -  US
 DP1102  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DP1102
 DP1102                         *CURRENT SURVEY CONTROL
 DP1102  ______________________________________________________________________
 DP1102* NAD 83(1986) POSITION- 42 57 58.08   (N) 085 42 29.64   (W)   HD_HELD1
 DP1102* NAVD 88 ORTHO HEIGHT -   218.048 (meters)      715.38  (feet) ADJUSTED
 DP1102  ______________________________________________________________________
 DP1102  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 DP1102  DYNAMIC HEIGHT  -        217.993 (meters)      715.20  (feet) COMP
 DP1102  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 DP1102
 DP1102  VERT ORDER      -  FIRST     CLASS II
 DP1102
 DP1102.The horizontal coordinates were determined by differentially corrected
 DP1102.hand held GPS observations or other comparable positioning techniques
 DP1102.and have an estimated accuracy of +/- 3 meters.
 DP1102
 DP1102.The orthometric height was determined by differential leveling and
 DP1102.adjusted by the NATIONAL GEODETIC SURVEY
 DP1102.in March 2014.
 DP1102
 DP1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1102.GEOID18 height accuracy estimate available here.
 DP1102
 DP1102.Click photographs - Photos may exist for this station.
 DP1102
 DP1102.The dynamic height is computed by dividing the NAVD 88
 DP1102.geopotential number by the normal gravity value computed on the
 DP1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1102.degrees latitude (g = 980.6199 gals.).
 DP1102
 DP1102.The modeled gravity was interpolated from observed gravity values.
 DP1102
 DP1102;                    North         East    Units  Estimated Accuracy
 DP1102;SPC MI S     -   163,726.5   3,890,562.0     MT  (+/- 3 meters HH1 GPS) 
 DP1102
 DP1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0534857863(NAD 83)
 DP1102
 DP1102                          SUPERSEDED SURVEY CONTROL
 DP1102
 DP1102.No superseded survey control is available for this station.
 DP1102
 DP1102_MARKER: F = FLANGE-ENCASED ROD
 DP1102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP1102+WITH SETTING: INFORMATION.
 DP1102_STAMPING: 41641 2012
 DP1102_MARK LOGO: NONE
 DP1102_PROJECTION: RECESSED 10 CENTIMETERS
 DP1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1102+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DP1102_ROD/PIPE-DEPTH: 2.5 meters
 DP1102_SLEEVE-DEPTH  : 1.2 meters
 DP1102
 DP1102  HISTORY     - Date     Condition        Report By
 DP1102  HISTORY     - 20120725 MONUMENTED       MIDT
 DP1102
 DP1102                          STATION DESCRIPTION
 DP1102
 DP1102'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1102'THE STATION IS LOCATED IN GRAND RAPIDS, MICHIGAN.  THE STATION IS 3.67
 DP1102'MI (5.9 KM) NORTH-NORTHEAST OF WYOMING, 12.39 MI (19.9 KM) EAST OF
 DP1102'ALLENDALE CHARTER TOWNSHIP AND 13.29 MI (21.4 KM) SOUTHEAST OF
 DP1102'COOPERSVILLE.
 DP1102'
 DP1102'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND COVELL AVENUE,
 DP1102'TRAVEL 0.58 MI (0.9 KM) EAST ON M45 TO THE SPLIT OF M45 AND I196 AND
 DP1102'TO THE STATION ON THE RIGHT.
 DP1102'
 DP1102'THE STATION IS 36.9 FT (11.2 M) NORTHEAST OF THE CENTER OF A 2 FT (0.6
 DP1102'M) DIAMETER MANHOLE COVER IN THE CENTER OF THE I196 ON RAMP, 15.1 FT
 DP1102'(4.6 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 56.8 FT (17.3 M)
 DP1102'SOUTHWEST OF A LIGHT POLE LABELED '25', 76.3 FT (23.3 M) SOUTHEAST OF
 DP1102'THE CENTER OF A 2 FT (0.6 M) DIAMETER MANHOLE COVER FOR SIGNALS AND
 DP1102'LIGHTING AND 4.8 FT (1.5 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1103 ***********************************************************************
 DP1103  DESIGNATION -  41642
 DP1103  PID         -  DP1103
 DP1103  STATE/COUNTY-  MI/KENT
 DP1103  COUNTRY     -  US
 DP1103  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DP1103
 DP1103                         *CURRENT SURVEY CONTROL
 DP1103  ______________________________________________________________________
 DP1103* NAD 83(1986) POSITION- 42 57 49.52   (N) 085 41 35.97   (W)   HD_HELD1
 DP1103* NAVD 88 ORTHO HEIGHT -   184.311 (meters)      604.69  (feet) ADJUSTED
 DP1103  ______________________________________________________________________
 DP1103  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 DP1103  DYNAMIC HEIGHT  -        184.264 (meters)      604.54  (feet) COMP
 DP1103  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 DP1103
 DP1103  VERT ORDER      -  FIRST     CLASS II
 DP1103
 DP1103.The horizontal coordinates were determined by differentially corrected
 DP1103.hand held GPS observations or other comparable positioning techniques
 DP1103.and have an estimated accuracy of +/- 3 meters.
 DP1103
 DP1103.The orthometric height was determined by differential leveling and
 DP1103.adjusted by the NATIONAL GEODETIC SURVEY
 DP1103.in March 2014.
 DP1103
 DP1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1103.GEOID18 height accuracy estimate available here.
 DP1103
 DP1103.Click photographs - Photos may exist for this station.
 DP1103
 DP1103.The dynamic height is computed by dividing the NAVD 88
 DP1103.geopotential number by the normal gravity value computed on the
 DP1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1103.degrees latitude (g = 980.6199 gals.).
 DP1103
 DP1103.The modeled gravity was interpolated from observed gravity values.
 DP1103
 DP1103;                    North         East    Units  Estimated Accuracy
 DP1103;SPC MI S     -   163,443.1   3,891,773.9     MT  (+/- 3 meters HH1 GPS) 
 DP1103
 DP1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0656857618(NAD 83)
 DP1103
 DP1103                          SUPERSEDED SURVEY CONTROL
 DP1103
 DP1103.No superseded survey control is available for this station.
 DP1103
 DP1103_MARKER: F = FLANGE-ENCASED ROD
 DP1103_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1103_STAMPING: 41642 2012
 DP1103_MARK LOGO: NONE
 DP1103_PROJECTION: RECESSED 8 CENTIMETERS
 DP1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1103+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 DP1103_ROD/PIPE-DEPTH: 8.2 meters
 DP1103_SLEEVE-DEPTH  : 1.2 meters
 DP1103
 DP1103  HISTORY     - Date     Condition        Report By
 DP1103  HISTORY     - 20120730 MONUMENTED       MIDT
 DP1103
 DP1103                          STATION DESCRIPTION
 DP1103
 DP1103'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1103'THE STATION IS LOCATED IN GRAND RAPIDS, MICHIGAN.  THE STATION IS 3.57
 DP1103'MI (5.7 KM) NORTH-NORTHEAST OF WYOMING, 13.18 MI (21.2 KM) EAST OF
 DP1103'ALLENDALE CHARTER TOWNSHIP AND 13.61 MI (21.9 KM) SOUTH OF SPARTA.
 DP1103'
 DP1103'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND LANE AVENUE, GO
 DP1103'265 FT (80.8 M) WEST ON M45 TO THE STATION ON THE LEFT AT THE UNITED
 DP1103'AUTO WORKERS LOCAL 135 UNION.
 DP1103'
 DP1103'THE STATION IS 17.7 FT (5.4 M) WEST OF THE CENTER OF A 2 FT (0.6 M)
 DP1103'DIAMETER MANHOLE COVER LABELED 'ELECTRIC', 20.8 FT (6.3 M) SOUTH OF
 DP1103'THE SOUTH FACE OF THE UNITED AUTO WORKERS LOCAL 135 BUILDING, 1.4 FT
 DP1103'(0.4 M) NORTH OF THE TOP OF THE CURB, 26.4 FT (8.0 M) EAST OF A POWER
 DP1103'POLE LABELED 'CITY L' AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE CARSONITE
 DP1103'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2032 ***********************************************************************
 DP2032  DESIGNATION -  41643
 DP2032  PID         -  DP2032
 DP2032  STATE/COUNTY-  MI/KENT
 DP2032  COUNTRY     -  US
 DP2032  USGS QUAD   -  CUTLERVILLE (2017)
 DP2032
 DP2032                         *CURRENT SURVEY CONTROL
 DP2032  ______________________________________________________________________
 DP2032* NAD 83(1986) POSITION- 42 50 27.21   (N) 085 37 45.59   (W)   HD_HELD1
 DP2032* NAVD 88 ORTHO HEIGHT -   232.176 (meters)      761.73  (feet) ADJUSTED
 DP2032  ______________________________________________________________________
 DP2032  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 DP2032  DYNAMIC HEIGHT  -        232.113 (meters)      761.52  (feet) COMP
 DP2032  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 DP2032
 DP2032  VERT ORDER      -  FIRST     CLASS II
 DP2032
 DP2032.The horizontal coordinates were determined by differentially corrected
 DP2032.hand held GPS observations or other comparable positioning techniques
 DP2032.and have an estimated accuracy of +/- 3 meters.
 DP2032
 DP2032.The orthometric height was determined by differential leveling and
 DP2032.adjusted by the NATIONAL GEODETIC SURVEY
 DP2032.in April 2014.
 DP2032
 DP2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2032.GEOID18 height accuracy estimate available here.
 DP2032
 DP2032.Click photographs - Photos may exist for this station.
 DP2032
 DP2032.The dynamic height is computed by dividing the NAVD 88
 DP2032.geopotential number by the normal gravity value computed on the
 DP2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2032.degrees latitude (g = 980.6199 gals.).
 DP2032
 DP2032.The modeled gravity was interpolated from observed gravity values.
 DP2032
 DP2032;                    North         East    Units  Estimated Accuracy
 DP2032;SPC MI S     -   149,716.6   3,896,789.4     MT  (+/- 3 meters HH1 GPS) 
 DP2032
 DP2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1200944057(NAD 83)
 DP2032
 DP2032                          SUPERSEDED SURVEY CONTROL
 DP2032
 DP2032.No superseded survey control is available for this station.
 DP2032
 DP2032_MARKER: F = FLANGE-ENCASED ROD
 DP2032_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2032_STAMPING: 2012 41643
 DP2032_MARK LOGO: NONE
 DP2032_PROJECTION: RECESSED 8 CENTIMETERS
 DP2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2032+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DP2032_ROD/PIPE-DEPTH: 8.9 meters
 DP2032_SLEEVE-DEPTH  : 0.9 meters
 DP2032
 DP2032  HISTORY     - Date     Condition        Report By
 DP2032  HISTORY     - 20120814 MONUMENTED       MIDT
 DP2032
 DP2032                          STATION DESCRIPTION
 DP2032
 DP2032'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2032'THE STATION IS LOCATED IN GAINES TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2032'1.73 MI (2.8 KM) EAST OF CUTLERVILLE, 8.75 MI (14.1 KM)
 DP2032'SOUTH-SOUTHEAST OF GRAND RAPIDS AND 11.58 MI (18.6 KM) NORTH OF
 DP2032'WAYLAND.
 DP2032'
 DP2032'TO REACH THE STATION FROM THE INTERSECTION OF 68TH STREET AND
 DP2032'KALAMAZOO AVENUE, GO 0.23 MI (0.4 KM) WEST ON 68TH STREET TO THE
 DP2032'STATION ON THE LEFT (IN FRONT OF THE HILLSIDE COMMUNITY CHURCH).
 DP2032'
 DP2032'THE STATION IS 92.50 FT (28.2 M) SOUTHEAST OF A FIRE HYDRANT, 81.4 FT
 DP2032'(24.8 M) NORTH-NORTHEAST OF A TWIN TRUNK BOX ELDER, 77.4 FT (23.6 M)
 DP2032'NORTH-NORTHWEST OF A WHITE PINE, 34.75 FT (10.6 M) SOUTH FROM THE
 DP2032'CENTERLINE OF 68TH STREET AND 3.15 FT (1.0 M) NORTH OF A CARSONITE
 DP2032'WITNESS POST.
 DP2032'
 DP2032'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2031 ***********************************************************************
 DP2031  DESIGNATION -  41644
 DP2031  PID         -  DP2031
 DP2031  STATE/COUNTY-  MI/KENT
 DP2031  COUNTRY     -  US
 DP2031  USGS QUAD   -  CALEDONIA (2017)
 DP2031
 DP2031                         *CURRENT SURVEY CONTROL
 DP2031  ______________________________________________________________________
 DP2031* NAD 83(1986) POSITION- 42 50 28.82   (N) 085 35 06.91   (W)   HD_HELD1
 DP2031* NAVD 88 ORTHO HEIGHT -   230.615 (meters)      756.61  (feet) ADJUSTED
 DP2031  ______________________________________________________________________
 DP2031  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 DP2031  DYNAMIC HEIGHT  -        230.552 (meters)      756.40  (feet) COMP
 DP2031  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 DP2031
 DP2031  VERT ORDER      -  FIRST     CLASS II
 DP2031
 DP2031.The horizontal coordinates were determined by differentially corrected
 DP2031.hand held GPS observations or other comparable positioning techniques
 DP2031.and have an estimated accuracy of +/- 3 meters.
 DP2031
 DP2031.The orthometric height was determined by differential leveling and
 DP2031.adjusted by the NATIONAL GEODETIC SURVEY
 DP2031.in April 2014.
 DP2031
 DP2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2031.GEOID18 height accuracy estimate available here.
 DP2031
 DP2031.Click photographs - Photos may exist for this station.
 DP2031
 DP2031.The dynamic height is computed by dividing the NAVD 88
 DP2031.geopotential number by the normal gravity value computed on the
 DP2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2031.degrees latitude (g = 980.6199 gals.).
 DP2031
 DP2031.The modeled gravity was interpolated from observed gravity values.
 DP2031
 DP2031;                    North         East    Units  Estimated Accuracy
 DP2031;SPC MI S     -   149,713.2   3,900,392.8     MT  (+/- 3 meters HH1 GPS) 
 DP2031
 DP2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1561044166(NAD 83)
 DP2031
 DP2031                          SUPERSEDED SURVEY CONTROL
 DP2031
 DP2031.No superseded survey control is available for this station.
 DP2031
 DP2031_MARKER: F = FLANGE-ENCASED ROD
 DP2031_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2031_STAMPING: 2012 41644
 DP2031_MARK LOGO: NONE
 DP2031_PROJECTION: RECESSED 5 CENTIMETERS
 DP2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2031+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DP2031_ROD/PIPE-DEPTH: 15.4 meters
 DP2031_SLEEVE-DEPTH  : 1.0 meters
 DP2031
 DP2031  HISTORY     - Date     Condition        Report By
 DP2031  HISTORY     - 20120814 MONUMENTED       MIDT
 DP2031
 DP2031                          STATION DESCRIPTION
 DP2031
 DP2031'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2031'THE STATION IS LOCATED IN GAINES TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2031'9.32 MI (15.0 KM) SOUTH-SOUTHEAST OF GRAND RAPIDS, 10.88 MI (17.5 KM)
 DP2031'NORTH-NORTHWEST OF MIDDLEVILLE AND 13.91 MI (22.4 KM) WEST-SOUTHWEST
 DP2031'OF LOWELL.
 DP2031'
 DP2031'TO REACH THE STATION FROM THE INTERSECTION OF 68TH STREET AND HANNA
 DP2031'LAKE ROAD, HEAD NORTH 50 FT (15.2 M) ON HANNA LAKE ROAD TO THE STATION
 DP2031'ON THE LEFT (IN FRONT OF THE AMERICAN REFORMED CHURCH).
 DP2031'
 DP2031'THE STATION IS 26 FT (7.9 M) WEST OF THE CENTERLINE OF HANNA LAKE
 DP2031'AVENUE, 105.1 FT (32.0 M) SOUTH OF A FIRE HYDRANT, 41.5 FT (12.6 M)
 DP2031'NORTH OF AN UNMARKED UTILITY POLE AND 1.05 FT (0.3 M) EAST OF AN
 DP2031'ORANGE CARSONITE WITNESS POST.
 DP2031'
 DP2031'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2030 ***********************************************************************
 DP2030  DESIGNATION -  41645
 DP2030  PID         -  DP2030
 DP2030  STATE/COUNTY-  MI/KENT
 DP2030  COUNTRY     -  US
 DP2030  USGS QUAD   -  CALEDONIA (2017)
 DP2030
 DP2030                         *CURRENT SURVEY CONTROL
 DP2030  ______________________________________________________________________
 DP2030* NAD 83(1986) POSITION- 42 50 27.64   (N) 085 33 54.56   (W)   HD_HELD1
 DP2030* NAVD 88 ORTHO HEIGHT -   228.818 (meters)      750.71  (feet) ADJUSTED
 DP2030  ______________________________________________________________________
 DP2030  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 DP2030  DYNAMIC HEIGHT  -        228.755 (meters)      750.51  (feet) COMP
 DP2030  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 DP2030
 DP2030  VERT ORDER      -  FIRST     CLASS II
 DP2030
 DP2030.The horizontal coordinates were determined by differentially corrected
 DP2030.hand held GPS observations or other comparable positioning techniques
 DP2030.and have an estimated accuracy of +/- 3 meters.
 DP2030
 DP2030.The orthometric height was determined by differential leveling and
 DP2030.adjusted by the NATIONAL GEODETIC SURVEY
 DP2030.in April 2014.
 DP2030
 DP2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2030.GEOID18 height accuracy estimate available here.
 DP2030
 DP2030.Click photographs - Photos may exist for this station.
 DP2030
 DP2030.The dynamic height is computed by dividing the NAVD 88
 DP2030.geopotential number by the normal gravity value computed on the
 DP2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2030.degrees latitude (g = 980.6199 gals.).
 DP2030
 DP2030.The modeled gravity was interpolated from observed gravity values.
 DP2030
 DP2030;                    North         East    Units  Estimated Accuracy
 DP2030;SPC MI S     -   149,653.2   3,902,034.9     MT  (+/- 3 meters HH1 GPS) 
 DP2030
 DP2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1725344158(NAD 83)
 DP2030
 DP2030                          SUPERSEDED SURVEY CONTROL
 DP2030
 DP2030.No superseded survey control is available for this station.
 DP2030
 DP2030_MARKER: F = FLANGE-ENCASED ROD
 DP2030_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2030_STAMPING: 2012 41645
 DP2030_MARK LOGO: NONE
 DP2030_PROJECTION: RECESSED 5 CENTIMETERS
 DP2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2030+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DP2030_ROD/PIPE-DEPTH: 19.3 meters
 DP2030_SLEEVE-DEPTH  : 1.0 meters
 DP2030
 DP2030  HISTORY     - Date     Condition        Report By
 DP2030  HISTORY     - 20120814 MONUMENTED       MIDT
 DP2030
 DP2030                          STATION DESCRIPTION
 DP2030
 DP2030'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2030'THE STATION IS LOCATED IN GAINES TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2030'9.92 MI (16.0 KM) SOUTH-SOUTHEAST OF GRAND RAPIDS, 10.32 MI (16.6 KM)
 DP2030'NORTH-NORTHWEST OF MIDDLEVILLE AND 13.02 MI (20.9 KM) WEST-SOUTHWEST
 DP2030'OF LOWELL.
 DP2030'
 DP2030'TO REACH THE STATION FROM THE INTERSECTION OF 68TH STREET AND
 DP2030'BROADMORE AVENUE (M37), TRAVEL 1.8 MI (2.9 KM) WEST ON 68TH STREET TO
 DP2030'THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 68TH STREET AND EAST
 DP2030'PARIS AVENUE AND THE STATION ON THE RIGHT.
 DP2030'
 DP2030'THE STATION IS 21.15 FT (6.4 M) NORTH OF THE CENTERLINE OF THE
 DP2030'WESTBOUND LANE OF 68TH STREET, 7.75 FT (2.4 M) SOUTH OF THE CENTER OF
 DP2030'THE SIDEWALK, 73.5 FT (22.4 M) WEST OF A FIRE HYDRANT LOCATED ON THE
 DP2030'NORTHWEST CORNER OF THE INTERSECTION OF 68TH STREET AND EAST PARIS
 DP2030'AVENUE, 88.3 FT (26.9 M) EAST OF A UTILITY POLE LABELED 'B399 SPP' AND
 DP2030'1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2030'
 DP2030'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2029 ***********************************************************************
 DP2029  DESIGNATION -  41646
 DP2029  PID         -  DP2029
 DP2029  STATE/COUNTY-  MI/KENT
 DP2029  COUNTRY     -  US
 DP2029  USGS QUAD   -  CALEDONIA (2017)
 DP2029
 DP2029                         *CURRENT SURVEY CONTROL
 DP2029  ______________________________________________________________________
 DP2029* NAD 83(1986) POSITION- 42 50 27.47   (N) 085 30 09.83   (W)   HD_HELD1
 DP2029* NAVD 88 ORTHO HEIGHT -   234.309 (meters)      768.73  (feet) ADJUSTED
 DP2029  ______________________________________________________________________
 DP2029  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 DP2029  DYNAMIC HEIGHT  -        234.244 (meters)      768.52  (feet) COMP
 DP2029  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 DP2029
 DP2029  VERT ORDER      -  FIRST     CLASS II
 DP2029
 DP2029.The horizontal coordinates were determined by differentially corrected
 DP2029.hand held GPS observations or other comparable positioning techniques
 DP2029.and have an estimated accuracy of +/- 3 meters.
 DP2029
 DP2029.The orthometric height was determined by differential leveling and
 DP2029.adjusted by the NATIONAL GEODETIC SURVEY
 DP2029.in April 2014.
 DP2029
 DP2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2029.GEOID18 height accuracy estimate available here.
 DP2029
 DP2029.Click photographs - Photos may exist for this station.
 DP2029
 DP2029.The dynamic height is computed by dividing the NAVD 88
 DP2029.geopotential number by the normal gravity value computed on the
 DP2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2029.degrees latitude (g = 980.6199 gals.).
 DP2029
 DP2029.The modeled gravity was interpolated from observed gravity values.
 DP2029
 DP2029;                    North         East    Units  Estimated Accuracy
 DP2029;SPC MI S     -   149,577.2   3,907,137.1     MT  (+/- 3 meters HH1 GPS) 
 DP2029
 DP2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2235544241(NAD 83)
 DP2029
 DP2029                          SUPERSEDED SURVEY CONTROL
 DP2029
 DP2029.No superseded survey control is available for this station.
 DP2029
 DP2029_MARKER: F = FLANGE-ENCASED ROD
 DP2029_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2029_STAMPING: 41646 2012
 DP2029_MARK LOGO: NONE
 DP2029_PROJECTION: RECESSED 15 CENTIMETERS
 DP2029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2029+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DP2029_ROD/PIPE-DEPTH: 12.6 meters
 DP2029_SLEEVE-DEPTH  : 1.0 meters
 DP2029
 DP2029  HISTORY     - Date     Condition        Report By
 DP2029  HISTORY     - 20120814 MONUMENTED       MIDT
 DP2029  HISTORY     - 20200601 GOOD             MIDT
 DP2029  HISTORY     - 20250715 SEE DESCRIPTION  MIDT
 DP2029
 DP2029                          STATION DESCRIPTION
 DP2029
 DP2029'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2029'THE STATION IS LOCATED IN CALEDONIA TOWNSHIP, MICHIGAN.  THE STATION
 DP2029'IS 10.31 MI (16.6 KM) SOUTHWEST OF LOWELL, 10.91 MI (17.6 KM)
 DP2029'NORTHWEST OF FREEPORT AND 11.92 MI (19.2 KM) SOUTHEAST OF GRAND
 DP2029'RAPIDS.
 DP2029'
 DP2029'TO REACH THE STATION FROM THE INTERSECTION OF 68TH STREET AND
 DP2029'BROADMORE AVENUE (M37), GO 1.44 MI (2.3 KM) EAST ON 68TH STREET TO THE
 DP2029'SOUTHEAST QUADRANT OF THE INTERSECTION OF 68TH STREET AND EGAN STREET
 DP2029'AND THE STATION ON THE RIGHT.
 DP2029'
 DP2029'THE STATION IS 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF 68TH STREET,
 DP2029'43.35 FT (13.2 M) NORTHEAST OF A POWER POLE LOCATED IN TRUNK HIGHWAY
 DP2029'EAST-SOUTHEAST CORNER OF THE INTERSECTION OF 68TH STREET AND EGAN
 DP2029'STREET, 52.4 FT (16.0 M) EAST OF THE EXTENDED CENTERLINE OF EGAN
 DP2029'STREET AND 1.3 FT (0.4 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2029'
 DP2029'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2029
 DP2029                          STATION RECOVERY (2020)
 DP2029
 DP2029'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2029'WITNESS POST NO LONGER PRESENT.
 DP2029
 DP2029                          STATION RECOVERY (2025)
 DP2029
 DP2029'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP2029'CASING FOR ROD IS DISTURBED BUT ROD IS NOT DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2028 ***********************************************************************
 DP2028  DESIGNATION -  41647
 DP2028  PID         -  DP2028
 DP2028  STATE/COUNTY-  MI/KENT
 DP2028  COUNTRY     -  US
 DP2028  USGS QUAD   -  ALTO (2017)
 DP2028
 DP2028                         *CURRENT SURVEY CONTROL
 DP2028  ______________________________________________________________________
 DP2028* NAD 83(1986) POSITION- 42 50 28.39   (N) 085 28 06.06   (W)   HD_HELD1
 DP2028* NAVD 88 ORTHO HEIGHT -   246.869 (meters)      809.94  (feet) ADJUSTED
 DP2028  ______________________________________________________________________
 DP2028  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 DP2028  DYNAMIC HEIGHT  -        246.801 (meters)      809.71  (feet) COMP
 DP2028  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 DP2028
 DP2028  VERT ORDER      -  FIRST     CLASS II
 DP2028
 DP2028.The horizontal coordinates were determined by differentially corrected
 DP2028.hand held GPS observations or other comparable positioning techniques
 DP2028.and have an estimated accuracy of +/- 3 meters.
 DP2028
 DP2028.The orthometric height was determined by differential leveling and
 DP2028.adjusted by the NATIONAL GEODETIC SURVEY
 DP2028.in April 2014.
 DP2028
 DP2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2028.GEOID18 height accuracy estimate available here.
 DP2028
 DP2028.Click photographs - Photos may exist for this station.
 DP2028
 DP2028.The dynamic height is computed by dividing the NAVD 88
 DP2028.geopotential number by the normal gravity value computed on the
 DP2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2028.degrees latitude (g = 980.6199 gals.).
 DP2028
 DP2028.The modeled gravity was interpolated from observed gravity values.
 DP2028
 DP2028;                    North         East    Units  Estimated Accuracy
 DP2028;SPC MI S     -   149,568.3   3,909,947.6     MT  (+/- 3 meters HH1 GPS) 
 DP2028
 DP2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2516444320(NAD 83)
 DP2028
 DP2028                          SUPERSEDED SURVEY CONTROL
 DP2028
 DP2028.No superseded survey control is available for this station.
 DP2028
 DP2028_MARKER: F = FLANGE-ENCASED ROD
 DP2028_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2028_STAMPING: 2012 41647
 DP2028_PROJECTION: RECESSED 8 CENTIMETERS
 DP2028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2028+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 DP2028_ROD/PIPE-DEPTH: 8.3 meters
 DP2028_SLEEVE-DEPTH  : 1.0 meters
 DP2028
 DP2028  HISTORY     - Date     Condition        Report By
 DP2028  HISTORY     - 20120813 MONUMENTED       MIDT
 DP2028  HISTORY     - 20200601 GOOD             MIDT
 DP2028
 DP2028                          STATION DESCRIPTION
 DP2028
 DP2028'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2028'THE STATION IS LOCATED IN CALEDONIA TOWNSHIP, MICHIGAN.  THE STATION
 DP2028'IS 9.09 MI (14.6 KM) SOUTHWEST OF LOWELL, 9.42 MI (15.2 KM) NORTHWEST
 DP2028'OF FREEPORT AND 13.24 MI (21.3 KM) SOUTHEAST OF GRAND RAPIDS.
 DP2028'
 DP2028'TO REACH THE STATION FROM THE INTERSECTION OF 68TH STREET AND
 DP2028'WHITNEYVILLE AVENUE, GO 0.53 MI (0.9 KM) WEST ON 68TH STREET TO THE
 DP2028'STATION ON THE RIGHT.
 DP2028'
 DP2028'THE STATION IS 25.4 FT (7.7 M) NORTH OF THE CENTERLINE OF 68TH STREET,
 DP2028'49.75 FT (15.2 M) WEST OF THE CENTERLINE OF BUTTRICK AVENUE, 18.9 FT
 DP2028'(5.8 M) SOUTH OF A TELEPHONE PEDESTAL AND 0.95 FT (29 CM) SOUTH OF AN
 DP2028'ORANGE CARSONITE WITNESS POST.
 DP2028'
 DP2028'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2028
 DP2028                          STATION RECOVERY (2020)
 DP2028
 DP2028'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DP2028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2027 ***********************************************************************
 DP2027  DESIGNATION -  41648
 DP2027  PID         -  DP2027
 DP2027  STATE/COUNTY-  MI/KENT
 DP2027  COUNTRY     -  US
 DP2027  USGS QUAD   -  ALTO (2017)
 DP2027
 DP2027                         *CURRENT SURVEY CONTROL
 DP2027  ______________________________________________________________________
 DP2027* NAD 83(1986) POSITION- 42 51 07.06   (N) 085 27 31.24   (W)   HD_HELD1
 DP2027* NAVD 88 ORTHO HEIGHT -   241.991 (meters)      793.93  (feet) ADJUSTED
 DP2027  ______________________________________________________________________
 DP2027  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 DP2027  DYNAMIC HEIGHT  -        241.925 (meters)      793.72  (feet) COMP
 DP2027  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 DP2027
 DP2027  VERT ORDER      -  FIRST     CLASS II
 DP2027
 DP2027.The horizontal coordinates were determined by differentially corrected
 DP2027.hand held GPS observations or other comparable positioning techniques
 DP2027.and have an estimated accuracy of +/- 3 meters.
 DP2027
 DP2027.The orthometric height was determined by differential leveling and
 DP2027.adjusted by the NATIONAL GEODETIC SURVEY
 DP2027.in April 2014.
 DP2027
 DP2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2027.GEOID18 height accuracy estimate available here.
 DP2027
 DP2027.Click photographs - Photos may exist for this station.
 DP2027
 DP2027.The dynamic height is computed by dividing the NAVD 88
 DP2027.geopotential number by the normal gravity value computed on the
 DP2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2027.degrees latitude (g = 980.6199 gals.).
 DP2027
 DP2027.The modeled gravity was interpolated from observed gravity values.
 DP2027
 DP2027;                    North         East    Units  Estimated Accuracy
 DP2027;SPC MI S     -   150,751.0   3,910,753.7     MT  (+/- 3 meters HH1 GPS) 
 DP2027
 DP2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2593245527(NAD 83)
 DP2027
 DP2027                          SUPERSEDED SURVEY CONTROL
 DP2027
 DP2027.No superseded survey control is available for this station.
 DP2027
 DP2027_MARKER: F = FLANGE-ENCASED ROD
 DP2027_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2027_STAMPING: 2012 41648
 DP2027_MARK LOGO: NONE
 DP2027_PROJECTION: RECESSED 8 CENTIMETERS
 DP2027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2027+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 DP2027_ROD/PIPE-DEPTH: 16.0 meters
 DP2027_SLEEVE-DEPTH  : 1.0 meters
 DP2027
 DP2027  HISTORY     - Date     Condition        Report By
 DP2027  HISTORY     - 20120813 MONUMENTED       MIDT
 DP2027
 DP2027                          STATION DESCRIPTION
 DP2027
 DP2027'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2027'THE STATION IS LOCATED IN CALEDONIA TOWNSHIP, MICHIGAN.  THE STATION
 DP2027'IS 8.17 MI (13.1 KM) SOUTHWEST OF LOWELL, 9.43 MI (15.2 KM) NORTHWEST
 DP2027'OF FREEPORT AND 13.15 MI (21.2 KM) SOUTHEAST OF GRAND RAPIDS.
 DP2027'
 DP2027'TO REACH THE STATION FROM THE INTERSECTION OF EAST 52ND STREET AND
 DP2027'WHITNEYVILLE AVENUE, GO 1.37 MI (2.2 KM) SOUTH ON WHITNEYVILLE AVENUE
 DP2027'TO THE STATION ON THE RIGHT.
 DP2027'
 DP2027'THE STATION IS 22.55 FT (6.9 M) SOUTH OF A PHONE PEDESTAL LABELED
 DP2027''6225', 26.6 FT (8.1 M) WEST OF THE CENTERLINE OF WHITNEYVILLE AVENUE
 DP2027'AND 0.8 FT (24 CM) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DP2027'
 DP2027'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2026 ***********************************************************************
 DP2026  DESIGNATION -  41649
 DP2026  PID         -  DP2026
 DP2026  STATE/COUNTY-  MI/KENT
 DP2026  COUNTRY     -  US
 DP2026  USGS QUAD   -  ALTO (2017)
 DP2026
 DP2026                         *CURRENT SURVEY CONTROL
 DP2026  ______________________________________________________________________
 DP2026* NAD 83(1986) POSITION- 42 52 03.72   (N) 085 27 32.31   (W)   HD_HELD1
 DP2026* NAVD 88 ORTHO HEIGHT -   224.005 (meters)      734.92  (feet) ADJUSTED
 DP2026  ______________________________________________________________________
 DP2026  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 DP2026  DYNAMIC HEIGHT  -        223.943 (meters)      734.72  (feet) COMP
 DP2026  MODELED GRAVITY -    980,341.9   (mgal)                       NAVD 88
 DP2026
 DP2026  VERT ORDER      -  FIRST     CLASS II
 DP2026
 DP2026.The horizontal coordinates were determined by differentially corrected
 DP2026.hand held GPS observations or other comparable positioning techniques
 DP2026.and have an estimated accuracy of +/- 3 meters.
 DP2026
 DP2026.The orthometric height was determined by differential leveling and
 DP2026.adjusted by the NATIONAL GEODETIC SURVEY
 DP2026.in April 2014.
 DP2026
 DP2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2026.GEOID18 height accuracy estimate available here.
 DP2026
 DP2026.Click photographs - Photos may exist for this station.
 DP2026
 DP2026.The dynamic height is computed by dividing the NAVD 88
 DP2026.geopotential number by the normal gravity value computed on the
 DP2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2026.degrees latitude (g = 980.6199 gals.).
 DP2026
 DP2026.The modeled gravity was interpolated from observed gravity values.
 DP2026
 DP2026;                    North         East    Units  Estimated Accuracy
 DP2026;SPC MI S     -   152,499.5   3,910,752.1     MT  (+/- 3 meters HH1 GPS) 
 DP2026
 DP2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2587647275(NAD 83)
 DP2026
 DP2026                          SUPERSEDED SURVEY CONTROL
 DP2026
 DP2026.No superseded survey control is available for this station.
 DP2026
 DP2026_MARKER: F = FLANGE-ENCASED ROD
 DP2026_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2026_STAMPING: 2012 41649
 DP2026_MARK LOGO: NONE
 DP2026_PROJECTION: RECESSED 8 CENTIMETERS
 DP2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2026+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP2026_ROD/PIPE-DEPTH: 6.9 meters
 DP2026_SLEEVE-DEPTH  : 1.2 meters
 DP2026
 DP2026  HISTORY     - Date     Condition        Report By
 DP2026  HISTORY     - 20120809 MONUMENTED       MIDT
 DP2026  HISTORY     - 20170501 GOOD             SPALD
 DP2026
 DP2026                          STATION DESCRIPTION
 DP2026
 DP2026'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2026'THE STATION IS LOCATED IN CASCADE TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2026'7.48 MI (12.0 KM) SOUTHWEST OF LOWELL, 10.22 MI (16.4 KM) NORTHWEST OF
 DP2026'FREEPORT AND 12.49 MI (20.1 KM) SOUTHEAST OF GRAND RAPIDS.
 DP2026'
 DP2026'TO REACH THE STATION FROM THE INTERSECTION OF EAST 52ND STREET AND
 DP2026'WHITNEYVILLE AVENUE, GO 0.27 MI (0.4 KM) SOUTH ON WHITNEYVILLE AVENUE
 DP2026'TO THE STATION ON THE RIGHT.
 DP2026'
 DP2026'THE STATION IS 18.3 FT (5.6 M) WEST OF THE CENTERLINE OF WHITNEYVILLE
 DP2026'AVENUE, 45.6 FT (13.9 M) SOUTH OF THE TOP OF THE CENTER OF A 5 FT (1.5
 DP2026'M) DIAMETER CONCRETE CULVERT AND 0.9 FT (27 CM) EAST OF AN ORANGE
 DP2026'CARSONITE WITNESS POST.
 DP2026'
 DP2026'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2026
 DP2026                          STATION RECOVERY (2017)
 DP2026
 DP2026'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2017 (DS)
 DP2026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2025 ***********************************************************************
 DP2025  DESIGNATION -  41650
 DP2025  PID         -  DP2025
 DP2025  STATE/COUNTY-  MI/KENT
 DP2025  COUNTRY     -  US
 DP2025  USGS QUAD   -  ALTO (2017)
 DP2025
 DP2025                         *CURRENT SURVEY CONTROL
 DP2025  ______________________________________________________________________
 DP2025* NAD 83(1986) POSITION- 42 52 14.69   (N) 085 26 25.84   (W)   HD_HELD1
 DP2025* NAVD 88 ORTHO HEIGHT -   244.891 (meters)      803.45  (feet) ADJUSTED
 DP2025  ______________________________________________________________________
 DP2025  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 DP2025  DYNAMIC HEIGHT  -        244.824 (meters)      803.23  (feet) COMP
 DP2025  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 DP2025
 DP2025  VERT ORDER      -  FIRST     CLASS II
 DP2025
 DP2025.The horizontal coordinates were determined by differentially corrected
 DP2025.hand held GPS observations or other comparable positioning techniques
 DP2025.and have an estimated accuracy of +/- 3 meters.
 DP2025
 DP2025.The orthometric height was determined by differential leveling and
 DP2025.adjusted by the NATIONAL GEODETIC SURVEY
 DP2025.in April 2014.
 DP2025
 DP2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2025.GEOID18 height accuracy estimate available here.
 DP2025
 DP2025.Click photographs - Photos may exist for this station.
 DP2025
 DP2025.The dynamic height is computed by dividing the NAVD 88
 DP2025.geopotential number by the normal gravity value computed on the
 DP2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2025.degrees latitude (g = 980.6199 gals.).
 DP2025
 DP2025.The modeled gravity was interpolated from observed gravity values.
 DP2025
 DP2025;                    North         East    Units  Estimated Accuracy
 DP2025;SPC MI S     -   152,818.5   3,912,264.9     MT  (+/- 3 meters HH1 GPS) 
 DP2025
 DP2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2737847641(NAD 83)
 DP2025
 DP2025                          SUPERSEDED SURVEY CONTROL
 DP2025
 DP2025.No superseded survey control is available for this station.
 DP2025
 DP2025_MARKER: F = FLANGE-ENCASED ROD
 DP2025_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2025_STAMPING: 2012 41650
 DP2025_MARK LOGO: NONE
 DP2025_PROJECTION: RECESSED 5 CENTIMETERS
 DP2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2025+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP2025_ROD/PIPE-DEPTH: 9.1 meters
 DP2025_SLEEVE-DEPTH  : 1.2 meters
 DP2025
 DP2025  HISTORY     - Date     Condition        Report By
 DP2025  HISTORY     - 20120807 MONUMENTED       MIDT
 DP2025
 DP2025                          STATION DESCRIPTION
 DP2025
 DP2025'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2025'THE STATION IS LOCATED IN CASCADE TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2025'10.25 MI (16.5 KM) WEST-NORTHWEST OF CLARKSVILLE, 12.22 MI (19.7 KM)
 DP2025'WEST-SOUTHWEST OF SARANAC AND 13.2 MI (21.2 KM) SOUTHEAST OF GRAND
 DP2025'RAPIDS.
 DP2025'
 DP2025'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND MORSE
 DP2025'LAKE ROAD, GO 1.55 MI (2.5 KM) WEST ON 52ND STREET TO THE STATION ON
 DP2025'THE RIGHT.
 DP2025'
 DP2025'THE STATION IS 14.2 FT (4.3 M) NORTH OF THE CENTERLINE OF 52ND STREET,
 DP2025'11.6 FT (3.5 M) SOUTHWEST OF THE TOP OF THE CENTER OF A 1 FT (0.3 M)
 DP2025'DIAMETER GALVANIZED STEEL CULVERT, 44.1 FT (13.4 M) EAST-SOUTHEAST OF
 DP2025'THE TOP OF THE CENTER OF A 3 FT (0.9 M) DIAMETER CONCRETE CULVERT AND
 DP2025'1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2025'
 DP2025'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2024 ***********************************************************************
 DP2024  DESIGNATION -  41651
 DP2024  PID         -  DP2024
 DP2024  STATE/COUNTY-  MI/KENT
 DP2024  COUNTRY     -  US
 DP2024  USGS QUAD   -  ALTO (2017)
 DP2024
 DP2024                         *CURRENT SURVEY CONTROL
 DP2024  ______________________________________________________________________
 DP2024* NAD 83(1986) POSITION- 42 52 15.18   (N) 085 24 53.58   (W)   HD_HELD1
 DP2024* NAVD 88 ORTHO HEIGHT -   261.706 (meters)      858.61  (feet) ADJUSTED
 DP2024  ______________________________________________________________________
 DP2024  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DP2024  DYNAMIC HEIGHT  -        261.634 (meters)      858.38  (feet) COMP
 DP2024  MODELED GRAVITY -    980,341.0   (mgal)                       NAVD 88
 DP2024
 DP2024  VERT ORDER      -  FIRST     CLASS II
 DP2024
 DP2024.The horizontal coordinates were determined by differentially corrected
 DP2024.hand held GPS observations or other comparable positioning techniques
 DP2024.and have an estimated accuracy of +/- 3 meters.
 DP2024
 DP2024.The orthometric height was determined by differential leveling and
 DP2024.adjusted by the NATIONAL GEODETIC SURVEY
 DP2024.in April 2014.
 DP2024
 DP2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2024.GEOID18 height accuracy estimate available here.
 DP2024
 DP2024.Click photographs - Photos may exist for this station.
 DP2024
 DP2024.The dynamic height is computed by dividing the NAVD 88
 DP2024.geopotential number by the normal gravity value computed on the
 DP2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2024.degrees latitude (g = 980.6199 gals.).
 DP2024
 DP2024.The modeled gravity was interpolated from observed gravity values.
 DP2024
 DP2024;                    North         East    Units  Estimated Accuracy
 DP2024;SPC MI S     -   152,807.3   3,914,358.8     MT  (+/- 3 meters HH1 GPS) 
 DP2024
 DP2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2947147695(NAD 83)
 DP2024
 DP2024                          SUPERSEDED SURVEY CONTROL
 DP2024
 DP2024.No superseded survey control is available for this station.
 DP2024
 DP2024_MARKER: F = FLANGE-ENCASED ROD
 DP2024_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2024_STAMPING: 2012 41651
 DP2024_MARK LOGO: NONE
 DP2024_PROJECTION: RECESSED 13 CENTIMETERS
 DP2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2024+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DP2024_ROD/PIPE-DEPTH: 6.8 meters
 DP2024_SLEEVE-DEPTH  : 1.2 meters
 DP2024
 DP2024  HISTORY     - Date     Condition        Report By
 DP2024  HISTORY     - 20120808 MONUMENTED       MIDT
 DP2024
 DP2024                          STATION DESCRIPTION
 DP2024
 DP2024'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2024'THE STATION IS LOCATED IN LOWELL TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2024'8.95 MI (14.4 KM) WEST-NORTHWEST CLARKSVILLE, 11 MI (17.7 KM)
 DP2024'WEST-SOUTHWEST OF SARANAC AND 14.33 MI (23.1 KM) SOUTHEAST OF GRAND
 DP2024'RAPIDS.
 DP2024'
 DP2024'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND ALDEN
 DP2024'NASH AVENUE (M50), TRAVEL 2.26 MI (3.6 KM) WEST ON 52ND STREET TO THE
 DP2024'STATION ON THE RIGHT.
 DP2024'
 DP2024'THE STATION IS 94 FT (28.7 M) SOUTHEAST OF A POWER POLE, 15.2 FT (4.6
 DP2024'M) NORTH OF THE CENTERLINE OF 52ND STREET AND 1.3 FT (0.4 M) SOUTH OF
 DP2024'AN ORANGE CARSONITE WITNESS POST.
 DP2024'
 DP2024'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2023 ***********************************************************************
 DP2023  DESIGNATION -  41652
 DP2023  PID         -  DP2023
 DP2023  STATE/COUNTY-  MI/KENT
 DP2023  COUNTRY     -  US
 DP2023  USGS QUAD   -  ALTO (2017)
 DP2023
 DP2023                         *CURRENT SURVEY CONTROL
 DP2023  ______________________________________________________________________
 DP2023* NAD 83(1986) POSITION- 42 52 15.61   (N) 085 23 27.07   (W)   HD_HELD1
 DP2023* NAVD 88 ORTHO HEIGHT -   257.708 (meters)      845.50  (feet) ADJUSTED
 DP2023  ______________________________________________________________________
 DP2023  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 DP2023  DYNAMIC HEIGHT  -        257.638 (meters)      845.27  (feet) COMP
 DP2023  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 DP2023
 DP2023  VERT ORDER      -  FIRST     CLASS II
 DP2023
 DP2023.The horizontal coordinates were determined by differentially corrected
 DP2023.hand held GPS observations or other comparable positioning techniques
 DP2023.and have an estimated accuracy of +/- 3 meters.
 DP2023
 DP2023.The orthometric height was determined by differential leveling and
 DP2023.adjusted by the NATIONAL GEODETIC SURVEY
 DP2023.in April 2014.
 DP2023
 DP2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2023.GEOID18 height accuracy estimate available here.
 DP2023
 DP2023.Click photographs - Photos may exist for this station.
 DP2023
 DP2023.The dynamic height is computed by dividing the NAVD 88
 DP2023.geopotential number by the normal gravity value computed on the
 DP2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2023.degrees latitude (g = 980.6199 gals.).
 DP2023
 DP2023.The modeled gravity was interpolated from observed gravity values.
 DP2023
 DP2023;                    North         East    Units  Estimated Accuracy
 DP2023;SPC MI S     -   152,796.4   3,916,322.2     MT  (+/- 3 meters HH1 GPS) 
 DP2023
 DP2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3143447745(NAD 83)
 DP2023
 DP2023                          SUPERSEDED SURVEY CONTROL
 DP2023
 DP2023.No superseded survey control is available for this station.
 DP2023
 DP2023_MARKER: F = FLANGE-ENCASED ROD
 DP2023_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2023_STAMPING: 41652 2012
 DP2023_MARK LOGO: NONE
 DP2023_PROJECTION: RECESSED 5 CENTIMETERS
 DP2023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2023+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DP2023_ROD/PIPE-DEPTH: 20.5 meters
 DP2023_SLEEVE-DEPTH  : 1.2 meters
 DP2023
 DP2023  HISTORY     - Date     Condition        Report By
 DP2023  HISTORY     - 20120807 MONUMENTED       MIDT
 DP2023  HISTORY     - 20250715 SEE DESCRIPTION  MIDT
 DP2023
 DP2023                          STATION DESCRIPTION
 DP2023
 DP2023'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2023'THE STATION IS LOCATED IN LOWELL TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2023'7.79 MI (12.5 KM) WEST-NORTHWEST OF CLARKSVILLE, 9.87 MI (15.9 KM)
 DP2023'WEST-SOUTHWEST SARANAC AND 15.43 MI (24.8 KM) EAST-SOUTHEAST OF GRAND
 DP2023'RAPIDS.
 DP2023'
 DP2023'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND ALDEN
 DP2023'NASH AVENUE (M50), GO 1.02 MI (1.6 KM) WEST ON 52ND STREET TO THE
 DP2023'NORTHWEST QUADRANT OF THE INTERSECTION OF 52ND STREET AND TIMPSON
 DP2023'AVENUE AND THE STATION ON THE RIGHT.
 DP2023'
 DP2023'THE STATION IS 21.9 FT (6.7 M) SOUTH-SOUTHWEST OF THE TOP OF THE
 DP2023'CENTER OF A 3.5 FT (1.1 M) DIAMETER CONCRETE CULVERT THAT RUNS
 DP2023'NORTH-SOUTH UNDER 52ND STREET, 66.2 FT (20.2 M) WEST OF THE CENTERLINE
 DP2023'OF TIMPSON AVENUE, 18.8 FT (5.7 M) NORTH OF THE CENTERLINE OF 52ND
 DP2023'STREET AND 0.8 FT (24 CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DP2023'
 DP2023'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
 DP2023
 DP2023                          STATION RECOVERY (2025)
 DP2023
 DP2023'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP2023'CASING FOR ROD IS GONE.  ROD IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2022 ***********************************************************************
 DP2022  DESIGNATION -  41653
 DP2022  PID         -  DP2022
 DP2022  STATE/COUNTY-  MI/KENT
 DP2022  COUNTRY     -  US
 DP2022  USGS QUAD   -  FREEPORT (2017)
 DP2022
 DP2022                         *CURRENT SURVEY CONTROL
 DP2022  ______________________________________________________________________
 DP2022* NAD 83(1986) POSITION- 42 52 15.96   (N) 085 22 16.15   (W)   HD_HELD1
 DP2022* NAVD 88 ORTHO HEIGHT -   251.319 (meters)      824.54  (feet) ADJUSTED
 DP2022  ______________________________________________________________________
 DP2022  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 DP2022  DYNAMIC HEIGHT  -        251.249 (meters)      824.31  (feet) COMP
 DP2022  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 DP2022
 DP2022  VERT ORDER      -  FIRST     CLASS II
 DP2022
 DP2022.The horizontal coordinates were determined by differentially corrected
 DP2022.hand held GPS observations or other comparable positioning techniques
 DP2022.and have an estimated accuracy of +/- 3 meters.
 DP2022
 DP2022.The orthometric height was determined by differential leveling and
 DP2022.adjusted by the NATIONAL GEODETIC SURVEY
 DP2022.in April 2014.
 DP2022
 DP2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2022.GEOID18 height accuracy estimate available here.
 DP2022
 DP2022.Click photographs - Photos may exist for this station.
 DP2022
 DP2022.The dynamic height is computed by dividing the NAVD 88
 DP2022.geopotential number by the normal gravity value computed on the
 DP2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2022.degrees latitude (g = 980.6199 gals.).
 DP2022
 DP2022.The modeled gravity was interpolated from observed gravity values.
 DP2022
 DP2022;                    North         East    Units  Estimated Accuracy
 DP2022;SPC MI S     -   152,787.8   3,917,931.8     MT  (+/- 3 meters HH1 GPS) 
 DP2022
 DP2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3304347787(NAD 83)
 DP2022
 DP2022                          SUPERSEDED SURVEY CONTROL
 DP2022
 DP2022.No superseded survey control is available for this station.
 DP2022
 DP2022_MARKER: F = FLANGE-ENCASED ROD
 DP2022_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2022_STAMPING: 41653 2012
 DP2022_MARK LOGO: NONE
 DP2022_PROJECTION: RECESSED 5 CENTIMETERS
 DP2022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2022+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP2022_ROD/PIPE-DEPTH: 6.2 meters
 DP2022_SLEEVE-DEPTH  : 1.2 meters
 DP2022
 DP2022  HISTORY     - Date     Condition        Report By
 DP2022  HISTORY     - 20120807 MONUMENTED       MIDT
 DP2022
 DP2022                          STATION DESCRIPTION
 DP2022
 DP2022'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2022'THE STATION IS LOCATED IN LOWELL TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2022'6.84 MI (11.0 KM) WEST-NORTHWEST OF CLARKSVILLE, 8.98 MI (14.4 KM)
 DP2022'SOUTHWEST OF SARANAC AND 16.37 MI (26.3 KM) EAST-SOUTHEAST OF GRAND
 DP2022'RAPIDS.
 DP2022'
 DP2022'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND SEGWUN
 DP2022'AVENUE, TRAVEL 1.28 MI (2.1 KM) WEST ON 52ND STREET TO THE NORTHWEST
 DP2022'QUADRANT OF THE INTERSECTION OF 52ND STREET AND ALDEN NASH AVENUE
 DP2022'(M50) AND THE STATION ON THE RIGHT.
 DP2022'
 DP2022'THE STATION IS 17.9 FT (5.5 M) SOUTHWEST OF A POWER POLE LABELED 'CON
 DP2022'0043356', 48.2 FT (14.7 M) WEST OF THE CENTERLINE OF ALDEN NASH AVENUE
 DP2022'(M50), 25.4 FT (7.7 M) NORTH OF THE CENTERLINE OF 52ND STREET, 56.8 FT
 DP2022'(17.3 M) NORTH-NORTHWEST OF A POWER POLE LABELED 'CON 0006575' AND 1.9
 DP2022'FT (0.6 M) SOUTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DP2022'
 DP2022'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2021 ***********************************************************************
 DP2021  DESIGNATION -  41654
 DP2021  PID         -  DP2021
 DP2021  STATE/COUNTY-  MI/KENT
 DP2021  COUNTRY     -  US
 DP2021  USGS QUAD   -  FREEPORT (2017)
 DP2021
 DP2021                         *CURRENT SURVEY CONTROL
 DP2021  ______________________________________________________________________
 DP2021* NAD 83(1986) POSITION- 42 52 16.51   (N) 085 20 40.75   (W)   HD_HELD1
 DP2021* NAVD 88 ORTHO HEIGHT -   254.127 (meters)      833.75  (feet) ADJUSTED
 DP2021  ______________________________________________________________________
 DP2021  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 DP2021  DYNAMIC HEIGHT  -        254.057 (meters)      833.52  (feet) COMP
 DP2021  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 DP2021
 DP2021  VERT ORDER      -  FIRST     CLASS II
 DP2021
 DP2021.The horizontal coordinates were determined by differentially corrected
 DP2021.hand held GPS observations or other comparable positioning techniques
 DP2021.and have an estimated accuracy of +/- 3 meters.
 DP2021
 DP2021.The orthometric height was determined by differential leveling and
 DP2021.adjusted by the NATIONAL GEODETIC SURVEY
 DP2021.in April 2014.
 DP2021
 DP2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2021.GEOID18 height accuracy estimate available here.
 DP2021
 DP2021.Click photographs - Photos may exist for this station.
 DP2021
 DP2021.The dynamic height is computed by dividing the NAVD 88
 DP2021.geopotential number by the normal gravity value computed on the
 DP2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2021.degrees latitude (g = 980.6199 gals.).
 DP2021
 DP2021.The modeled gravity was interpolated from observed gravity values.
 DP2021
 DP2021;                    North         East    Units  Estimated Accuracy
 DP2021;SPC MI S     -   152,779.2   3,920,097.0     MT  (+/- 3 meters HH1 GPS) 
 DP2021
 DP2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3520747846(NAD 83)
 DP2021
 DP2021                          SUPERSEDED SURVEY CONTROL
 DP2021
 DP2021.No superseded survey control is available for this station.
 DP2021
 DP2021_MARKER: F = FLANGE-ENCASED ROD
 DP2021_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2021_STAMPING: 41654 2012
 DP2021_MARK LOGO: NONE
 DP2021_PROJECTION: RECESSED 5 CENTIMETERS
 DP2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2021+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP2021_ROD/PIPE-DEPTH: 10.0 meters
 DP2021_SLEEVE-DEPTH  : 1.2 meters
 DP2021
 DP2021  HISTORY     - Date     Condition        Report By
 DP2021  HISTORY     - 20120807 MONUMENTED       MIDT
 DP2021
 DP2021                          STATION DESCRIPTION
 DP2021
 DP2021'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2021'THE STATION IS LOCATED IN LOWELL TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2021'5.56 MI (8.9 KM) WEST-NORTHWEST OF CLARKSVILLE, 7.79 MI (12.5 KM)
 DP2021'SOUTHWEST OF SARANAC AND 17.56 EAST-SOUTHEAST OF GRAND RAPIDS.
 DP2021'
 DP2021'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND SEGWUN
 DP2021'AVENUE, GO 410 FT (125.0 M) EAST ON 52ND STREET TO THE STATION ON THE
 DP2021'LEFT.
 DP2021'
 DP2021'THE STATION IS 15 FT (4.6 M) NORTH OF THE CENTERLINE OF 52ND STREET,
 DP2021'76.5 FT (23.3 M) WEST OF THE CENTER OF THE TOP OF A 1.5 FT (0.5 M)
 DP2021'DIAMETER CONCRETE CULVERT AND 0.8 FT (24 CM) SOUTH OF AN ORANGE
 DP2021'CARSONITE WITNESS POST.
 DP2021'
 DP2021'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2020 ***********************************************************************
 DP2020  DESIGNATION -  41655
 DP2020  PID         -  DP2020
 DP2020  STATE/COUNTY-  MI/KENT
 DP2020  COUNTRY     -  US
 DP2020  USGS QUAD   -  FREEPORT (2017)
 DP2020
 DP2020                         *CURRENT SURVEY CONTROL
 DP2020  ______________________________________________________________________
 DP2020* NAD 83(1986) POSITION- 42 52 17.07   (N) 085 19 13.40   (W)   HD_HELD1
 DP2020* NAVD 88 ORTHO HEIGHT -   258.366 (meters)      847.66  (feet) ADJUSTED
 DP2020  ______________________________________________________________________
 DP2020  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 DP2020  DYNAMIC HEIGHT  -        258.295 (meters)      847.42  (feet) COMP
 DP2020  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DP2020
 DP2020  VERT ORDER      -  FIRST     CLASS II
 DP2020
 DP2020.The horizontal coordinates were determined by differentially corrected
 DP2020.hand held GPS observations or other comparable positioning techniques
 DP2020.and have an estimated accuracy of +/- 3 meters.
 DP2020
 DP2020.The orthometric height was determined by differential leveling and
 DP2020.adjusted by the NATIONAL GEODETIC SURVEY
 DP2020.in April 2014.
 DP2020
 DP2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2020.GEOID18 height accuracy estimate available here.
 DP2020
 DP2020.Click photographs - Photos may exist for this station.
 DP2020
 DP2020.The dynamic height is computed by dividing the NAVD 88
 DP2020.geopotential number by the normal gravity value computed on the
 DP2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2020.degrees latitude (g = 980.6199 gals.).
 DP2020
 DP2020.The modeled gravity was interpolated from observed gravity values.
 DP2020
 DP2020;                    North         East    Units  Estimated Accuracy
 DP2020;SPC MI S     -   152,773.8   3,922,079.5     MT  (+/- 3 meters HH1 GPS) 
 DP2020
 DP2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3718847903(NAD 83)
 DP2020
 DP2020                          SUPERSEDED SURVEY CONTROL
 DP2020
 DP2020.No superseded survey control is available for this station.
 DP2020
 DP2020_MARKER: F = FLANGE-ENCASED ROD
 DP2020_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP2020_STAMPING: 41655 2012
 DP2020_MARK LOGO: NONE
 DP2020_PROJECTION: RECESSED 8 CENTIMETERS
 DP2020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2020+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DP2020_ROD/PIPE-DEPTH: 11.2 meters
 DP2020_SLEEVE-DEPTH  : 1.2 meters
 DP2020
 DP2020  HISTORY     - Date     Condition        Report By
 DP2020  HISTORY     - 20120806 MONUMENTED       MIDT
 DP2020
 DP2020                          STATION DESCRIPTION
 DP2020
 DP2020'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP2020'THE STATION IS LOCATED IN LOWELL TOWNSHIP, MICHIGAN.  THE STATION IS
 DP2020'4.43 MI (7.1 KM) WEST-NORTHWEST OF CLARKSVILLE, 6.76 MI (10.9 KM)
 DP2020'SOUTHWEST OF SARANAC AND 18.76 MI (30.2 KM) EAST-SOUTHEAST OF GRAND
 DP2020'RAPIDS.
 DP2020'
 DP2020'TO REACH THE STATION FROM THE INTERSECTION OF 52ND STREET AND SEGWUN
 DP2020'AVENUE, GO 1.32 MI (2.1 KM) EAST ON 52ND STREET TO THE STATION ON THE
 DP2020'LEFT.
 DP2020'
 DP2020'THE STATION IS 18.1 FT (5.5 M) SOUTH-SOUTHEAST OF A 0.6 FT (18 CM) BY
 DP2020'0.7 FT (21 CM) WOODEN POST, 15.5 FT (4.7 M) NORTH OF THE CENTERLINE OF
 DP2020'52ND STREET, 270 FT (82.3 M) WEST OF THE CENTER OF THE TOP OF A 1.5 FT
 DP2020'(0.5 M) DIAMETER CONCRETE CULVERT AND 4.1 FT (1.2 M) SOUTH OF AN
 DP2020'ORANGE CARSONITE WITNESS POST.
 DP2020'
 DP2020'NOTE - THE LOGO CAP IS STAMPED WITH THE STATION DESIGNATION ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5224 ***********************************************************************
 DL5224  DESIGNATION -  41701
 DL5224  PID         -  DL5224
 DL5224  STATE/COUNTY-  MI/KENT
 DL5224  COUNTRY     -  US
 DL5224  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5224
 DL5224                         *CURRENT SURVEY CONTROL
 DL5224  ______________________________________________________________________
 DL5224* NAD 83(1986) POSITION- 42 59 54.48   (N) 085 40 31.06   (W)   HD_HELD1
 DL5224* NAVD 88 ORTHO HEIGHT -   188.782 (meters)      619.36  (feet) ADJUSTED
 DL5224  ______________________________________________________________________
 DL5224  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL5224  DYNAMIC HEIGHT  -        188.735 (meters)      619.21  (feet) COMP
 DL5224  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 DL5224
 DL5224  VERT ORDER      -  FIRST     CLASS II
 DL5224
 DL5224.The horizontal coordinates were determined by differentially corrected
 DL5224.hand held GPS observations or other comparable positioning techniques
 DL5224.and have an estimated accuracy of +/- 3 meters.
 DL5224
 DL5224.The orthometric height was determined by differential leveling and
 DL5224.adjusted by the NATIONAL GEODETIC SURVEY
 DL5224.in October 2009.
 DL5224
 DL5224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5224.GEOID18 height accuracy estimate available here.
 DL5224
 DL5224.Click photographs - Photos may exist for this station.
 DL5224
 DL5224.The dynamic height is computed by dividing the NAVD 88
 DL5224.geopotential number by the normal gravity value computed on the
 DL5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5224.degrees latitude (g = 980.6199 gals.).
 DL5224
 DL5224.The modeled gravity was interpolated from observed gravity values.
 DL5224
 DL5224;                    North         East    Units  Estimated Accuracy
 DL5224;SPC MI S     -   167,275.4   3,893,304.6     MT  (+/- 3 meters HH1 GPS) 
 DL5224
 DL5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0797761495(NAD 83)
 DL5224
 DL5224                          SUPERSEDED SURVEY CONTROL
 DL5224
 DL5224.No superseded survey control is available for this station.
 DL5224
 DL5224_MARKER: DD = SURVEY DISK
 DL5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5224_STAMPING: 41701 2002
 DL5224_MARK LOGO: MIDT
 DL5224_PROJECTION: FLUSH
 DL5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5224+STABILITY: SURFACE MOTION
 DL5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5224+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DL5224
 DL5224  HISTORY     - Date     Condition        Report By
 DL5224  HISTORY     - UNK      MONUMENTED       MIDT
 DL5224  HISTORY     - 20080506 GOOD             COLEM
 DL5224  HISTORY     - 20120523 GOOD             MIDT
 DL5224
 DL5224                          STATION DESCRIPTION
 DL5224
 DL5224'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5224'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 296/US HIGHWAY
 DL5224'131 WITH ANN STREET, ON THE NORTH SIDE OF GRAND RAPIDS, GO NORTH ON
 DL5224'INTERSTATE 296/US HIGHWAY 131 FOR 0.2 MI (0.3 KM) TO THE STATION ON
 DL5224'THE RIGHT.
 DL5224'
 DL5224'THE STATION IS 70.7 FT (21.5 M) WEST OF EDGE OF CONCRETE FOR
 DL5224'NORTHBOUND ON RAMP FOR INTERSTATE 296/US HIGHWAY 131, 23 FT (7.0 M)
 DL5224'EAST OF EDGE OF CONCRETE OF NORTHBOUND INTERSTATE 296/US HIGHWAY 131,
 DL5224'17 FT (5.2 M) SOUTHEAST OF WESTERLY LEG OF 'SPEED LIMIT 70 TRUCK SPEED
 DL5224'60 MINIMUM SPEED 55' SIGN, 1 FT (0.3 M) NORTHEAST OF ORANGE CARSONITE
 DL5224'WITNESS POST.
 DL5224
 DL5224                          STATION RECOVERY (2012)
 DL5224
 DL5224'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5224'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5222 ***********************************************************************
 DL5222  DESIGNATION -  41702
 DL5222  PID         -  DL5222
 DL5222  STATE/COUNTY-  MI/KENT
 DL5222  COUNTRY     -  US
 DL5222  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 DL5222
 DL5222                         *CURRENT SURVEY CONTROL
 DL5222  ______________________________________________________________________
 DL5222* NAD 83(1986) POSITION- 43 00 44.22   (N) 085 40 29.35   (W)   HD_HELD1
 DL5222* NAVD 88 ORTHO HEIGHT -   190.904 (meters)      626.32  (feet) ADJUSTED
 DL5222  ______________________________________________________________________
 DL5222  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 DL5222  DYNAMIC HEIGHT  -        190.856 (meters)      626.17  (feet) COMP
 DL5222  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 DL5222
 DL5222  VERT ORDER      -  FIRST     CLASS II
 DL5222
 DL5222.The horizontal coordinates were determined by differentially corrected
 DL5222.hand held GPS observations or other comparable positioning techniques
 DL5222.and have an estimated accuracy of +/- 3 meters.
 DL5222
 DL5222.The orthometric height was determined by differential leveling and
 DL5222.adjusted by the NATIONAL GEODETIC SURVEY
 DL5222.in October 2009.
 DL5222
 DL5222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5222.GEOID18 height accuracy estimate available here.
 DL5222
 DL5222.Click photographs - Photos may exist for this station.
 DL5222
 DL5222.The dynamic height is computed by dividing the NAVD 88
 DL5222.geopotential number by the normal gravity value computed on the
 DL5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5222.degrees latitude (g = 980.6199 gals.).
 DL5222
 DL5222.The modeled gravity was interpolated from observed gravity values.
 DL5222
 DL5222;                    North         East    Units  Estimated Accuracy
 DL5222;SPC MI S     -   168,809.4   3,893,367.2     MT  (+/- 3 meters HH1 GPS) 
 DL5222
 DL5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0799263030(NAD 83)
 DL5222
 DL5222                          SUPERSEDED SURVEY CONTROL
 DL5222
 DL5222.No superseded survey control is available for this station.
 DL5222
 DL5222_MARKER: DD = SURVEY DISK
 DL5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5222_STAMPING: 41702 2002
 DL5222_MARK LOGO: MIDT
 DL5222_PROJECTION: RECESSED 8 CENTIMETERS
 DL5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5222+STABILITY: SURFACE MOTION
 DL5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5222+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DL5222
 DL5222  HISTORY     - Date     Condition        Report By
 DL5222  HISTORY     - UNK      MONUMENTED       MIDT
 DL5222  HISTORY     - 20080506 GOOD             COLEM
 DL5222
 DL5222                          STATION DESCRIPTION
 DL5222
 DL5222'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5222'THE STATION IS SET IN THE MEDIAN BETWEEN NORTHBOUND INTERSTATE 296/US
 DL5222'HIGHWAY 131 AND CONNECTING ROAD EXIT FOR WESTBOUND INTERSTATE 96,
 DL5222'ABOUT 4 MI (6.4 KM) NORTHWEST OF GRAND RAPIDS.
 DL5222'
 DL5222'THE STATION IS 42.5 FT (13.0 M) WEST OF EDGE OF CONCRETE FOR
 DL5222'INTERSTATE 296/US HIGHWAY 131, 35 FT (10.7 M) NORTHEAST OF CENTER OF
 DL5222'LIGHT POLE, 16.5 FT (5.0 M) EAST OF BARRIER WALL FOR CONNECTING ROAD
 DL5222'FOR INTERSTATE 96, 1.25 FT (0.4 M) SOUTH OF ORANGE CARSONITE WITNESS
 DL5222'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5223 ***********************************************************************
 DL5223  DESIGNATION -  41703
 DL5223  PID         -  DL5223
 DL5223  STATE/COUNTY-  MI/KENT
 DL5223  COUNTRY     -  US
 DL5223  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5223
 DL5223                         *CURRENT SURVEY CONTROL
 DL5223  ______________________________________________________________________
 DL5223* NAD 83(1986) POSITION- 42 59 59.91   (N) 085 40 32.71   (W)   HD_HELD1
 DL5223* NAVD 88 ORTHO HEIGHT -   188.888 (meters)      619.71  (feet) ADJUSTED
 DL5223  ______________________________________________________________________
 DL5223  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL5223  DYNAMIC HEIGHT  -        188.841 (meters)      619.56  (feet) COMP
 DL5223  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 DL5223
 DL5223  VERT ORDER      -  FIRST     CLASS II
 DL5223
 DL5223.The horizontal coordinates were determined by differentially corrected
 DL5223.hand held GPS observations or other comparable positioning techniques
 DL5223.and have an estimated accuracy of +/- 3 meters.
 DL5223
 DL5223.The orthometric height was determined by differential leveling and
 DL5223.adjusted by the NATIONAL GEODETIC SURVEY
 DL5223.in October 2009.
 DL5223
 DL5223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5223.GEOID18 height accuracy estimate available here.
 DL5223
 DL5223.Click photographs - Photos may exist for this station.
 DL5223
 DL5223.The dynamic height is computed by dividing the NAVD 88
 DL5223.geopotential number by the normal gravity value computed on the
 DL5223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5223.degrees latitude (g = 980.6199 gals.).
 DL5223
 DL5223.The modeled gravity was interpolated from observed gravity values.
 DL5223
 DL5223;                    North         East    Units  Estimated Accuracy
 DL5223;SPC MI S     -   167,443.6   3,893,269.8     MT  (+/- 3 meters HH1 GPS) 
 DL5223
 DL5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0793761662(NAD 83)
 DL5223
 DL5223                          SUPERSEDED SURVEY CONTROL
 DL5223
 DL5223.No superseded survey control is available for this station.
 DL5223
 DL5223_MARKER: DD = SURVEY DISK
 DL5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5223_STAMPING: 41703
 DL5223_MARK LOGO: MIDT
 DL5223_PROJECTION: FLUSH
 DL5223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5223+STABILITY: SURFACE MOTION
 DL5223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5223+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DL5223
 DL5223  HISTORY     - Date     Condition        Report By
 DL5223  HISTORY     - UNK      MONUMENTED       MIDT
 DL5223  HISTORY     - 20080506 GOOD             COLEM
 DL5223  HISTORY     - 20120523 GOOD             MIDT
 DL5223
 DL5223                          STATION DESCRIPTION
 DL5223
 DL5223'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5223'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 296/US HIGHWAY
 DL5223'131 WITH ANN STREET, ON THE NORTH SIDE OF GRAND RAPIDS, GO NORTH ON
 DL5223'INTERSTATE 296/US HIGHWAY 131 FOR 0.3 MI (0.5 KM) TO THE STATION ON
 DL5223'THE LEFT.
 DL5223'
 DL5223'THE STATION IS 151 FT (46.0 M) NORTH OF CENTER OF MEDIAN CROSS-OVER,
 DL5223'50 FT (15.2 M) WEST OF EDGE OF CONCRETE OF NORTHBOUND INTERSTATE
 DL5223'296/US HIGHWAY 131, 18.8 FT (5.7 M) EAST OF EDGE OF PAVEMENT OF
 DL5223'SOUTHBOUND INTERSTATE 295/US HIGHWAY 131, 2 FT (0.6 M) WEST OF ORANGE
 DL5223'CONCRETE WITNESS POST.
 DL5223
 DL5223                          STATION RECOVERY (2012)
 DL5223
 DL5223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5223'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0300 ***********************************************************************
 NE0300  DESIGNATION -  42 1/2
 NE0300  PID         -  NE0300
 NE0300  STATE/COUNTY-  MI/ST CLAIR
 NE0300  COUNTRY     -  US
 NE0300  USGS QUAD   -  ADAIR (2017)
 NE0300
 NE0300                         *CURRENT SURVEY CONTROL
 NE0300  ______________________________________________________________________
 NE0300* NAD 83(1986) POSITION- 42 51 33.     (N) 082 41 30.     (W)   SCALED
 NE0300* NAVD 88 ORTHO HEIGHT -   208.87  (+/-2cm)      685.3   (feet) VERTCON3
 NE0300  ______________________________________________________________________
 NE0300  GEOID HEIGHT    -        -34.951 (meters)                     GEOID18
 NE0300  VERT ORDER      -  ? (See Below)
 NE0300
 NE0300.The horizontal coordinates were scaled from a map and have
 NE0300.an estimated accuracy of +/- 6 seconds.
 NE0300
 NE0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0300
 NE0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0300.GEOID18 height accuracy estimate available here.
 NE0300
 NE0300.The vertical order pertains to the NGVD 29 superseded value.
 NE0300
 NE0300.Click photographs - Photos may exist for this station.
 NE0300
 NE0300;                    North         East    Units  Estimated Accuracy
 NE0300;SPC MI S     -   152,330.    4,136,870.      MT  (+/- 180 meters Scaled)
 NE0300
 NE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH617465(NAD 83)
 NE0300
 NE0300                          SUPERSEDED SURVEY CONTROL
 NE0300
 NE0300  NGVD 29 (??/??/92)  209.004  (m)          685.71   (f) ADJ UNCH       
 NE0300
 NE0300.Superseded values are not recommended for survey control.
 NE0300
 NE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0300.See file dsdata.pdf to determine how the superseded data were derived.
 NE0300
 NE0300_MARKER: DD = SURVEY DISK
 NE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0300_STAMPING: BM NO 42 1/2
 NE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0300+STABILITY: SURFACE MOTION
 NE0300
 NE0300  HISTORY     - Date     Condition        Report By
 NE0300  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0300  HISTORY     - 1934     GOOD             CGS
 NE0300  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0300  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0300
 NE0300                          STATION DESCRIPTION
 NE0300
 NE0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0300'2.1 MI SW FROM COLUMBUS.
 NE0300'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0300'STATION AT COLUMBUS, ST. CLAIR COUNTY, AT A DIRT-ROAD CROSSING,
 NE0300'47 YARDS NORTHWEST OF THE CROSSING OF THE CENTERLINE OF THE
 NE0300'ROAD AND THE EAST RAIL, 45 FEET WEST OF THE WEST RAIL, 1.5
 NE0300'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN
 NE0300'THE TOP OF THE RAIL.  A 1 1/2 INCH BRONZE PLUG, STAMPED B.M.
 NE0300'NO. 42 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0300
 NE0300                          STATION RECOVERY (1988)
 NE0300
 NE0300'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0300'MARK NOT FOUND.
 NE0300
 NE0300                          STATION RECOVERY (1999)
 NE0300
 NE0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0383 ***********************************************************************
 NE0383  DESIGNATION -  42 1/2
 NE0383  PID         -  NE0383
 NE0383  STATE/COUNTY-  MI/OAKLAND
 NE0383  COUNTRY     -  US
 NE0383  USGS QUAD   -  WALLED LAKE (2017)
 NE0383
 NE0383                         *CURRENT SURVEY CONTROL
 NE0383  ______________________________________________________________________
 NE0383* NAD 83(1986) POSITION- 42 34 05.6    (N) 083 23 27.4    (W)   HD_HELD2
 NE0383* NAVD 88 ORTHO HEIGHT -   295.892 (meters)      970.77  (feet) ADJUSTED
 NE0383  ______________________________________________________________________
 NE0383  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 NE0383  DYNAMIC HEIGHT  -        295.807 (meters)      970.49  (feet) COMP
 NE0383  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 NE0383
 NE0383  VERT ORDER      -  SECOND    CLASS 0
 NE0383
 NE0383.The horizontal coordinates were established by autonomous hand held GPS
 NE0383.observations and have an estimated accuracy of +/- 10 meters.
 NE0383
 NE0383.The orthometric height was determined by differential leveling and
 NE0383.adjusted by the NATIONAL GEODETIC SURVEY
 NE0383.in June 1991.
 NE0383
 NE0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0383.GEOID18 height accuracy estimate available here.
 NE0383
 NE0383.Click photographs - Photos may exist for this station.
 NE0383
 NE0383.The dynamic height is computed by dividing the NAVD 88
 NE0383.geopotential number by the normal gravity value computed on the
 NE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0383.degrees latitude (g = 980.6199 gals.).
 NE0383
 NE0383.The modeled gravity was interpolated from observed gravity values.
 NE0383
 NE0383;                    North         East    Units  Estimated Accuracy
 NE0383;SPC MI S     -   119,119.    4,080,108.      MT  (+/- 10 meters HH2 GPS)
 NE0383
 NE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0375415639(NAD 83)
 NE0383
 NE0383                          SUPERSEDED SURVEY CONTROL
 NE0383
 NE0383  NGVD 29 (??/??/92)  296.013  (m)          971.17   (f) ADJ UNCH    2 0
 NE0383
 NE0383.Superseded values are not recommended for survey control.
 NE0383
 NE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0383.See file dsdata.pdf to determine how the superseded data were derived.
 NE0383
 NE0383_MARKER: B = BOLT
 NE0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0383_STAMPING: 42-1/2
 NE0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0383+STABILITY: SURFACE MOTION
 NE0383
 NE0383  HISTORY     - Date     Condition        Report By
 NE0383  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0383  HISTORY     - 1934     GOOD             CGS
 NE0383  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0383
 NE0383                          STATION DESCRIPTION
 NE0383
 NE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0383'2.5 MI SW FROM ORCHARD LAKE.
 NE0383'2.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0383'THE STATION AT ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF
 NE0383'MILEPOST 42, 28 YARDS WEST OF POWER-TRANSMISSION LINE POLE 469,
 NE0383'20.3 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NE0383'FENCE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0383'BOLT, STAMPED 42-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0383
 NE0383                          STATION RECOVERY (2002)
 NE0383
 NE0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0383'RAILWAY HAS BEEN ABANDONED AND RAILS REMOVED. BEING USED FOR RAILS FOR
 NE0383'TRAILS PROGRAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0305 ***********************************************************************
 OK0305  DESIGNATION -  42 1/2
 OK0305  PID         -  OK0305
 OK0305  STATE/COUNTY-  MI/MONTCALM
 OK0305  COUNTRY     -  US
 OK0305  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0305
 OK0305                         *CURRENT SURVEY CONTROL
 OK0305  ______________________________________________________________________
 OK0305* NAD 83(1986) POSITION- 43 12 01.     (N) 085 17 28.     (W)   SCALED
 OK0305* NAVD 88 ORTHO HEIGHT -   256.197 (meters)      840.54  (feet) ADJUSTED
 OK0305  ______________________________________________________________________
 OK0305  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 OK0305  DYNAMIC HEIGHT  -        256.142 (meters)      840.36  (feet) COMP
 OK0305  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 OK0305
 OK0305  VERT ORDER      -  SECOND    CLASS 0
 OK0305
 OK0305.The horizontal coordinates were scaled from a map and have
 OK0305.an estimated accuracy of +/- 6 seconds.
 OK0305
 OK0305.The orthometric height was determined by differential leveling and
 OK0305.adjusted by the NATIONAL GEODETIC SURVEY
 OK0305.in June 1991.
 OK0305
 OK0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0305.GEOID18 height accuracy estimate available here.
 OK0305
 OK0305.Click photographs - Photos may exist for this station.
 OK0305
 OK0305.The dynamic height is computed by dividing the NAVD 88
 OK0305.geopotential number by the normal gravity value computed on the
 OK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0305.degrees latitude (g = 980.6199 gals.).
 OK0305
 OK0305.The modeled gravity was interpolated from observed gravity values.
 OK0305
 OK0305;                    North         East    Units  Estimated Accuracy
 OK0305;SPC MI S     -   189,280.    3,924,870.      MT  (+/- 180 meters Scaled)
 OK0305
 OK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN388844(NAD 83)
 OK0305
 OK0305                          SUPERSEDED SURVEY CONTROL
 OK0305
 OK0305  NGVD 29 (??/??/92)  256.330  (m)          840.98   (f) ADJ UNCH    2 0
 OK0305
 OK0305.Superseded values are not recommended for survey control.
 OK0305
 OK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0305.See file dsdata.pdf to determine how the superseded data were derived.
 OK0305
 OK0305_MARKER: B = BOLT
 OK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0305_STAMPING: 42-1/2
 OK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0305+STABILITY: SURFACE MOTION
 OK0305
 OK0305  HISTORY     - Date     Condition        Report By
 OK0305  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0305  HISTORY     - 1934     GOOD             CGS
 OK0305  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0305  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0305
 OK0305                          STATION DESCRIPTION
 OK0305
 OK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0305'2 MI W FROM GREENVILLE.
 OK0305'2 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0305'AT GREENVILLE, 50 YARDS WEST OF A WOODS, AT THE WEST BEND OF AN
 OK0305'S-CURVE IN A DEPRESSION, 2 FEET SOUTH OF A FENCE, AND 3 FEET
 OK0305'HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 42-1/2 AND
 OK0305'SET IN THE TOP OF A CONCRETE POST.
 OK0305
 OK0305                          STATION RECOVERY (1969)
 OK0305
 OK0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0305'MARK NOT FOUND.
 OK0305
 OK0305                          STATION RECOVERY (2001)
 OK0305
 OK0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0140 ***********************************************************************
 QK0140  DESIGNATION -  420
 QK0140  PID         -  QK0140
 QK0140  STATE/COUNTY-  MI/EMMET
 QK0140  COUNTRY     -  US
 QK0140  USGS QUAD   -  PETOSKEY (2017)
 QK0140
 QK0140                         *CURRENT SURVEY CONTROL
 QK0140  ______________________________________________________________________
 QK0140* NAD 83(1986) POSITION- 45 19 05.     (N) 084 55 19.     (W)   SCALED
 QK0140* NAVD 88 ORTHO HEIGHT -   207.230 (meters)      679.89  (feet) ADJUSTED
 QK0140  ______________________________________________________________________
 QK0140  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 QK0140  DYNAMIC HEIGHT  -        207.223 (meters)      679.86  (feet) COMP
 QK0140  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 QK0140
 QK0140  VERT ORDER      -  SECOND    CLASS 0
 QK0140
 QK0140.The horizontal coordinates were scaled from a map and have
 QK0140.an estimated accuracy of +/- 6 seconds.
 QK0140
 QK0140.The orthometric height was determined by differential leveling and
 QK0140.adjusted by the NATIONAL GEODETIC SURVEY
 QK0140.in June 1991.
 QK0140
 QK0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0140.GEOID18 height accuracy estimate available here.
 QK0140
 QK0140.Click photographs - Photos may exist for this station.
 QK0140
 QK0140.The dynamic height is computed by dividing the NAVD 88
 QK0140.geopotential number by the normal gravity value computed on the
 QK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0140.degrees latitude (g = 980.6199 gals.).
 QK0140
 QK0140.The modeled gravity was interpolated from observed gravity values.
 QK0140
 QK0140;                    North         East    Units  Estimated Accuracy
 QK0140;SPC MI C     -   222,550.    5,956,460.      MT  (+/- 180 meters Scaled)
 QK0140
 QK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR628203(NAD 83)
 QK0140
 QK0140                          SUPERSEDED SURVEY CONTROL
 QK0140
 QK0140  NGVD 29 (??/??/92)  207.323  (m)          680.19   (f) ADJ UNCH    2 0
 QK0140
 QK0140.Superseded values are not recommended for survey control.
 QK0140
 QK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0140.See file dsdata.pdf to determine how the superseded data were derived.
 QK0140
 QK0140_MARKER: Z = SEE DESCRIPTION
 QK0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0140_SP_SET: RAIL
 QK0140_STAMPING: 420
 QK0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0140
 QK0140  HISTORY     - Date     Condition        Report By
 QK0140  HISTORY     - UNK      MONUMENTED       PRR
 QK0140  HISTORY     - 1938     POOR             CGS
 QK0140  HISTORY     - 19960813 POOR             USPSQD
 QK0140
 QK0140                          STATION DESCRIPTION
 QK0140
 QK0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0140'4.8 MI S FROM PETOSKEY.
 QK0140'4.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0140'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 420, 2 YARDS EAST
 QK0140'OF THE EAST RAIL, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.
 QK0140'THE TOP OF A VERTICAL SECTION OF RAIL, STAMPED 420 AND
 QK0140'PROJECTING 10 INCHES ABOVE GROUND.  NOTE-- USE WITH CAUTION.
 QK0140
 QK0140                          STATION RECOVERY (1996)
 QK0140
 QK0140'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0140'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0138 ***********************************************************************
 QK0138  DESIGNATION -  422
 QK0138  PID         -  QK0138
 QK0138  STATE/COUNTY-  MI/EMMET
 QK0138  COUNTRY     -  US
 QK0138  USGS QUAD   -  PETOSKEY (2017)
 QK0138
 QK0138                         *CURRENT SURVEY CONTROL
 QK0138  ______________________________________________________________________
 QK0138* NAD 83(1986) POSITION- 45 20 33.     (N) 084 56 34.     (W)   SCALED
 QK0138* NAVD 88 ORTHO HEIGHT -   210.134 (meters)      689.41  (feet) ADJUSTED
 QK0138  ______________________________________________________________________
 QK0138  GEOID HEIGHT    -        -35.163 (meters)                     GEOID18
 QK0138  DYNAMIC HEIGHT  -        210.127 (meters)      689.39  (feet) COMP
 QK0138  MODELED GRAVITY -    980,579.2   (mgal)                       NAVD 88
 QK0138
 QK0138  VERT ORDER      -  SECOND    CLASS 0
 QK0138
 QK0138.The horizontal coordinates were scaled from a map and have
 QK0138.an estimated accuracy of +/- 6 seconds.
 QK0138
 QK0138.The orthometric height was determined by differential leveling and
 QK0138.adjusted by the NATIONAL GEODETIC SURVEY
 QK0138.in June 1991.
 QK0138
 QK0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0138.GEOID18 height accuracy estimate available here.
 QK0138
 QK0138.Click photographs - Photos may exist for this station.
 QK0138
 QK0138.The dynamic height is computed by dividing the NAVD 88
 QK0138.geopotential number by the normal gravity value computed on the
 QK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0138.degrees latitude (g = 980.6199 gals.).
 QK0138
 QK0138.The modeled gravity was interpolated from observed gravity values.
 QK0138
 QK0138;                    North         East    Units  Estimated Accuracy
 QK0138;SPC MI C     -   225,270.    5,954,850.      MT  (+/- 180 meters Scaled)
 QK0138
 QK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR611230(NAD 83)
 QK0138
 QK0138                          SUPERSEDED SURVEY CONTROL
 QK0138
 QK0138  NGVD 29 (??/??/92)  210.224  (m)          689.71   (f) ADJ UNCH    2 0
 QK0138
 QK0138.Superseded values are not recommended for survey control.
 QK0138
 QK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0138.See file dsdata.pdf to determine how the superseded data were derived.
 QK0138
 QK0138_MARKER: Z = SEE DESCRIPTION
 QK0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0138_SP_SET: RAIL
 QK0138_STAMPING: 422
 QK0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0138
 QK0138  HISTORY     - Date     Condition        Report By
 QK0138  HISTORY     - UNK      MONUMENTED       PRR
 QK0138  HISTORY     - 1938     GOOD             CGS
 QK0138  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0138  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0138  HISTORY     - 19960813 POOR             USPSQD
 QK0138
 QK0138                          STATION DESCRIPTION
 QK0138
 QK0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0138'2.8 MI S FROM PETOSKEY.
 QK0138'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0138'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 422, 2 YARDS EAST
 QK0138'OF THE EAST RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  THE
 QK0138'TOP OF A VERTICAL SECTION OF RAIL, STAMPED 422 AND PROJECTING
 QK0138'5 INCHES ABOVE GROUND.
 QK0138
 QK0138                          STATION RECOVERY (1981)
 QK0138
 QK0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0138'MARK NOT FOUND.
 QK0138
 QK0138                          STATION RECOVERY (1984)
 QK0138
 QK0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0138'MARK NOT FOUND.
 QK0138
 QK0138                          STATION RECOVERY (1996)
 QK0138
 QK0138'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0138'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0136 ***********************************************************************
 QK0136  DESIGNATION -  423 PRR
 QK0136  PID         -  QK0136
 QK0136  STATE/COUNTY-  MI/EMMET
 QK0136  COUNTRY     -  US
 QK0136  USGS QUAD   -  PETOSKEY (2017)
 QK0136
 QK0136                         *CURRENT SURVEY CONTROL
 QK0136  ______________________________________________________________________
 QK0136* NAD 83(1986) POSITION- 45 21 12.     (N) 084 57 14.     (W)   SCALED
 QK0136* NAVD 88 ORTHO HEIGHT -   207.740 (meters)      681.56  (feet) ADJUSTED
 QK0136  ______________________________________________________________________
 QK0136  GEOID HEIGHT    -        -35.175 (meters)                     GEOID18
 QK0136  DYNAMIC HEIGHT  -        207.733 (meters)      681.54  (feet) COMP
 QK0136  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 QK0136
 QK0136  VERT ORDER      -  SECOND    CLASS 0
 QK0136
 QK0136.The horizontal coordinates were scaled from a map and have
 QK0136.an estimated accuracy of +/- 6 seconds.
 QK0136
 QK0136.The orthometric height was determined by differential leveling and
 QK0136.adjusted by the NATIONAL GEODETIC SURVEY
 QK0136.in June 1991.
 QK0136
 QK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0136.GEOID18 height accuracy estimate available here.
 QK0136
 QK0136.Click photographs - Photos may exist for this station.
 QK0136
 QK0136.The dynamic height is computed by dividing the NAVD 88
 QK0136.geopotential number by the normal gravity value computed on the
 QK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0136.degrees latitude (g = 980.6199 gals.).
 QK0136
 QK0136.The modeled gravity was interpolated from observed gravity values.
 QK0136
 QK0136;                    North         East    Units  Estimated Accuracy
 QK0136;SPC MI C     -   226,480.    5,953,990.      MT  (+/- 180 meters Scaled)
 QK0136
 QK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR602242(NAD 83)
 QK0136
 QK0136                          SUPERSEDED SURVEY CONTROL
 QK0136
 QK0136  NGVD 29 (??/??/92)  207.831  (m)          681.86   (f) ADJ UNCH    2 0
 QK0136
 QK0136.Superseded values are not recommended for survey control.
 QK0136
 QK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0136.See file dsdata.pdf to determine how the superseded data were derived.
 QK0136
 QK0136_MARKER: Z = SEE DESCRIPTION
 QK0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0136_SP_SET: RAIL
 QK0136_STAMPING: 423
 QK0136_MARK LOGO: PRR
 QK0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0136
 QK0136  HISTORY     - Date     Condition        Report By
 QK0136  HISTORY     - UNK      MONUMENTED       PRR
 QK0136  HISTORY     - 1938     GOOD             CGS
 QK0136  HISTORY     - 1984     GOOD             NGS
 QK0136  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0136
 QK0136                          STATION DESCRIPTION
 QK0136
 QK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0136'1.8 MI S FROM PETOSKEY.
 QK0136'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0136'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 423, 1-1/2 RAILS
 QK0136'SOUTH OF A SWITCH TARGET, 2 YARDS EAST OF THE EAST RAIL OF THE
 QK0136'MAIN TRACK, 2 FEET WEST OF THE WEST RAIL OF A SIDETRACK, 1 FOOT
 QK0136'LOWER THAN THE RAIL OF THE MAIN TRACK AND LEVEL WITH THE GROUND.
 QK0136'THE TOP OF A SECTION OF RAIL, STAMPED 423 AND SET VERTICALLY.
 QK0136
 QK0136                          STATION RECOVERY (1984)
 QK0136
 QK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0136'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS DATE.
 QK0136
 QK0136                          STATION RECOVERY (1996)
 QK0136
 QK0136'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0303 ***********************************************************************
 NE0303  DESIGNATION -  43 1/2
 NE0303  PID         -  NE0303
 NE0303  STATE/COUNTY-  MI/ST CLAIR
 NE0303  COUNTRY     -  US
 NE0303  USGS QUAD   -  ADAIR (2017)
 NE0303
 NE0303                         *CURRENT SURVEY CONTROL
 NE0303  ______________________________________________________________________
 NE0303* NAD 83(1986) POSITION- 42 52 11.     (N) 082 40 40.     (W)   SCALED
 NE0303* NAVD 88 ORTHO HEIGHT -   207.69  (+/-2cm)      681.4   (feet) VERTCON3
 NE0303  ______________________________________________________________________
 NE0303  GEOID HEIGHT    -        -34.942 (meters)                     GEOID18
 NE0303  VERT ORDER      -  ? (See Below)
 NE0303
 NE0303.The horizontal coordinates were scaled from a map and have
 NE0303.an estimated accuracy of +/- 6 seconds.
 NE0303
 NE0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0303
 NE0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0303.GEOID18 height accuracy estimate available here.
 NE0303
 NE0303.The vertical order pertains to the NGVD 29 superseded value.
 NE0303
 NE0303.Click photographs - Photos may exist for this station.
 NE0303
 NE0303;                    North         East    Units  Estimated Accuracy
 NE0303;SPC MI S     -   153,530.    4,137,980.      MT  (+/- 180 meters Scaled)
 NE0303
 NE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH629477(NAD 83)
 NE0303
 NE0303                          SUPERSEDED SURVEY CONTROL
 NE0303
 NE0303  NGVD 29 (??/??/92)  207.825  (m)          681.84   (f) ADJ UNCH       
 NE0303
 NE0303.Superseded values are not recommended for survey control.
 NE0303
 NE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0303.See file dsdata.pdf to determine how the superseded data were derived.
 NE0303
 NE0303_MARKER: DD = SURVEY DISK
 NE0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0303_STAMPING: BM NO 43 1/2
 NE0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0303+STABILITY: SURFACE MOTION
 NE0303
 NE0303  HISTORY     - Date     Condition        Report By
 NE0303  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0303  HISTORY     - 1934     GOOD             CGS
 NE0303  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0303  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0303
 NE0303                          STATION DESCRIPTION
 NE0303
 NE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0303'1.1 MI SW FROM COLUMBUS.
 NE0303'1.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY
 NE0303'FROM THE STATION AT COLUMBUS, ST. CLAIR COUNTY, 149 YARDS
 NE0303'SOUTHWEST OF A WHISTLE POST, 50 FEET WEST OF THE WEST RAIL,
 NE0303'1.7 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 NE0303'THAN THE TOP OF THE RAIL.  A 1 1/2-INCH BRONZE PLUG, STAMPED
 NE0303'B.M. NO. 43 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0303
 NE0303                          STATION RECOVERY (1988)
 NE0303
 NE0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0303'MARK NOT FOUND.
 NE0303
 NE0303                          STATION RECOVERY (1999)
 NE0303
 NE0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0768 ***********************************************************************
 NE0768  DESIGNATION -  43 1/2
 NE0768  PID         -  NE0768
 NE0768  STATE/COUNTY-  MI/OAKLAND
 NE0768  COUNTRY     -  US
 NE0768  USGS QUAD   -  DAVISBURG (2017)
 NE0768
 NE0768                         *CURRENT SURVEY CONTROL
 NE0768  ______________________________________________________________________
 NE0768* NAD 83(1986) POSITION- 42 45 57.71   (N) 083 34 25.46   (W)   HD_HELD1
 NE0768* NAVD 88 ORTHO HEIGHT -   290.745 (meters)      953.89  (feet) ADJUSTED
 NE0768  ______________________________________________________________________
 NE0768  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 NE0768  DYNAMIC HEIGHT  -        290.659 (meters)      953.60  (feet) COMP
 NE0768  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 NE0768
 NE0768  VERT ORDER      -  SECOND    CLASS 0
 NE0768
 NE0768.The horizontal coordinates were determined by differentially corrected
 NE0768.hand held GPS observations or other comparable positioning techniques
 NE0768.and have an estimated accuracy of +/- 3 meters.
 NE0768
 NE0768.The orthometric height was determined by differential leveling and
 NE0768.adjusted by the NATIONAL GEODETIC SURVEY
 NE0768.in June 1991.
 NE0768
 NE0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0768.GEOID18 height accuracy estimate available here.
 NE0768
 NE0768.Click photographs - Photos may exist for this station.
 NE0768
 NE0768.The dynamic height is computed by dividing the NAVD 88
 NE0768.geopotential number by the normal gravity value computed on the
 NE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0768.degrees latitude (g = 980.6199 gals.).
 NE0768
 NE0768.The modeled gravity was interpolated from observed gravity values.
 NE0768
 NE0768;                    North         East    Units  Estimated Accuracy
 NE0768;SPC MI S     -   140,932.8   4,064,894.0     MT  (+/- 3 meters HH1 GPS) 
 NE0768
 NE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8941838046(NAD 83)
 NE0768
 NE0768                          SUPERSEDED SURVEY CONTROL
 NE0768
 NE0768  NGVD 29 (??/??/92)  290.846  (m)          954.22   (f) ADJ UNCH    2 0
 NE0768
 NE0768.Superseded values are not recommended for survey control.
 NE0768
 NE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0768.See file dsdata.pdf to determine how the superseded data were derived.
 NE0768
 NE0768_MARKER: B = BOLT
 NE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0768_STAMPING: 43-1/2
 NE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0768+STABILITY: SURFACE MOTION
 NE0768
 NE0768  HISTORY     - Date     Condition        Report By
 NE0768  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0768  HISTORY     - 1934     GOOD             CGS
 NE0768  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0768
 NE0768                          STATION DESCRIPTION
 NE0768
 NE0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0768'3.4 MI SE FROM HOLLY.
 NE0768'3.4 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0768'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE SOUTHEAST OF
 NE0768'MILEPOST D 44, 50 YARDS NORTH OF THE NORTH CORNER OF THE JOHN
 NE0768'HILDERBRAND FARMHOUSE, 40 YARDS SOUTH OF THE CENTER OF A ROAD
 NE0768'CROSSING, 45.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 NE0768'TRACK, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A COPPER BOLT,
 NE0768'STAMPED 43-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0768
 NE0768                          STATION RECOVERY (1967)
 NE0768
 NE0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0768'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0304 ***********************************************************************
 OK0304  DESIGNATION -  43 1/2
 OK0304  PID         -  OK0304
 OK0304  STATE/COUNTY-  MI/KENT
 OK0304  COUNTRY     -  US
 OK0304  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0304
 OK0304                         *CURRENT SURVEY CONTROL
 OK0304  ______________________________________________________________________
 OK0304* NAD 83(1986) POSITION- 43 12 08.     (N) 085 18 37.     (W)   SCALED
 OK0304* NAVD 88 ORTHO HEIGHT -   256.954 (meters)      843.02  (feet) ADJUSTED
 OK0304  ______________________________________________________________________
 OK0304  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 OK0304  DYNAMIC HEIGHT  -        256.900 (meters)      842.85  (feet) COMP
 OK0304  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 OK0304
 OK0304  VERT ORDER      -  SECOND    CLASS 0
 OK0304
 OK0304.The horizontal coordinates were scaled from a map and have
 OK0304.an estimated accuracy of +/- 6 seconds.
 OK0304
 OK0304.The orthometric height was determined by differential leveling and
 OK0304.adjusted by the NATIONAL GEODETIC SURVEY
 OK0304.in June 1991.
 OK0304
 OK0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0304.GEOID18 height accuracy estimate available here.
 OK0304
 OK0304.Click photographs - Photos may exist for this station.
 OK0304
 OK0304.The dynamic height is computed by dividing the NAVD 88
 OK0304.geopotential number by the normal gravity value computed on the
 OK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0304.degrees latitude (g = 980.6199 gals.).
 OK0304
 OK0304.The modeled gravity was interpolated from observed gravity values.
 OK0304
 OK0304;                    North         East    Units  Estimated Accuracy
 OK0304;SPC MI S     -   189,510.    3,923,320.      MT  (+/- 180 meters Scaled)
 OK0304
 OK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN372846(NAD 83)
 OK0304
 OK0304                          SUPERSEDED SURVEY CONTROL
 OK0304
 OK0304  NGVD 29 (??/??/92)  257.087  (m)          843.46   (f) ADJ UNCH    2 0
 OK0304
 OK0304.Superseded values are not recommended for survey control.
 OK0304
 OK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0304.See file dsdata.pdf to determine how the superseded data were derived.
 OK0304
 OK0304_MARKER: B = BOLT
 OK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0304_STAMPING: 43-1/2
 OK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0304+STABILITY: SURFACE MOTION
 OK0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0304+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 OK0304
 OK0304  HISTORY     - Date     Condition        Report By
 OK0304  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0304  HISTORY     - 1934     GOOD             CGS
 OK0304  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0304  HISTORY     - 20080513 GOOD             MIDT
 OK0304
 OK0304                          STATION DESCRIPTION
 OK0304
 OK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0304'2.4 MI E FROM LINCOLN LAKE.
 OK0304'2.4 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0304'AT LINCOLN LAKE, 150 YARDS EAST OF A ROAD CROSSING, 42 FEET
 OK0304'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF RAIL.  A
 OK0304'BRASS PLUG, STAMPED 43-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0304'POST.
 OK0304
 OK0304                          STATION RECOVERY (1969)
 OK0304
 OK0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0304'MARK NOT FOUND.
 OK0304
 OK0304                          STATION RECOVERY (2008)
 OK0304
 OK0304'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (RCZ)
 OK0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0395 ***********************************************************************
 MC0395  DESIGNATION -  44
 MC0395  PID         -  MC0395
 MC0395  STATE/COUNTY-  MI/MONROE
 MC0395  COUNTRY     -  US
 MC0395  USGS QUAD   -  MONROE (2017)
 MC0395
 MC0395                         *CURRENT SURVEY CONTROL
 MC0395  ______________________________________________________________________
 MC0395* NAD 83(1986) POSITION- 41 54 53.7    (N) 083 23 49.6    (W)   HD_HELD2
 MC0395* NAVD 88 ORTHO HEIGHT -   181.389 (meters)      595.11  (feet) ADJUSTED
 MC0395  ______________________________________________________________________
 MC0395  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 MC0395  DYNAMIC HEIGHT  -        181.323 (meters)      594.89  (feet) COMP
 MC0395  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 MC0395
 MC0395  VERT ORDER      -  FIRST     CLASS II
 MC0395
 MC0395.The horizontal coordinates were established by autonomous hand held GPS
 MC0395.observations and have an estimated accuracy of +/- 10 meters.
 MC0395
 MC0395.The orthometric height was determined by differential leveling and
 MC0395.adjusted by the NATIONAL GEODETIC SURVEY
 MC0395.in September 2009.
 MC0395
 MC0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0395.GEOID18 height accuracy estimate available here.
 MC0395
 MC0395.Click photographs - Photos may exist for this station.
 MC0395
 MC0395.The dynamic height is computed by dividing the NAVD 88
 MC0395.geopotential number by the normal gravity value computed on the
 MC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0395.degrees latitude (g = 980.6199 gals.).
 MC0395
 MC0395.The modeled gravity was interpolated from observed gravity values.
 MC0395
 MC0395;                    North         East    Units  Estimated Accuracy
 MC0395;SPC MI S     -    46,552.    4,080,437.      MT  (+/- 10 meters HH2 GPS)
 MC0395
 MC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0120643108(NAD 83)
 MC0395
 MC0395                          SUPERSEDED SURVEY CONTROL
 MC0395
 MC0395  NAVD 88 (06/15/91)  181.392  (m)          595.12   (f) SUPERSEDED  1 2
 MC0395  NGVD 29 (??/??/92)  181.559  (m)          595.66   (f) ADJ UNCH    1 2
 MC0395
 MC0395.Superseded values are not recommended for survey control.
 MC0395
 MC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0395.See file dsdata.pdf to determine how the superseded data were derived.
 MC0395
 MC0395_MARKER: Z = SEE DESCRIPTION
 MC0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0395_SP_SET: BUILDING
 MC0395_STAMPING: 44 596.08
 MC0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0395+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2022
 MC0395
 MC0395  HISTORY     - Date     Condition        Report By
 MC0395  HISTORY     - UNK      MONUMENTED       MI3320
 MC0395  HISTORY     - 1947     GOOD             CGS
 MC0395  HISTORY     - 1980     GOOD             NGS
 MC0395  HISTORY     - 20070502 GOOD             WARNKE
 MC0395  HISTORY     - 20080707 GOOD             COLEM
 MC0395  HISTORY     - 20090331 GOOD             ADVGEO
 MC0395  HISTORY     - 20100525 GOOD             SPICE
 MC0395  HISTORY     - 20220326 GOOD             NGS
 MC0395
 MC0395                          STATION DESCRIPTION
 MC0395
 MC0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MC0395'AT MONROE.
 MC0395'AT MONROE, MONROE COUNTY, AT THE CORNER OF EAST FIRST STREET
 MC0395'AND WASHINGTON STREET, IN THE NORTH FACE OF THE COUNTY COURTHOUSE,
 MC0395'11 INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 MC0395'AND ABOUT 17 INCHES ABOVE A SIDEWALK.  A 1 1/2-INCH BRASS PLUG,
 MC0395'STAMPED 44 AND SET VERTICALLY.
 MC0395
 MC0395                          STATION RECOVERY (1980)
 MC0395
 MC0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0395'RECOVERED IN GOOD CONDITION.
 MC0395
 MC0395                          STATION RECOVERY (2007)
 MC0395
 MC0395'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0395'STATION IS LOCATED IN THE CITY OF MONROE AT MONROE COUNTY COURTHOUSE
 MC0395'2.3 MILES TO MONROE TWP. HALL, 2.4 MILES TO MONROE CO. CUSTER AIRPORT,
 MC0395'3.2 MILES TO FRENCHTOWN TWP. HALL.
 MC0395'
 MC0395'TO REACH THE STATION FROM THE INTERSECTION OF E.FIRST ST AND
 MC0395'WASHINGTON ST. HEAD SW'LY ON WASHINGTON ST. +/-125', TO THE LEFT
 MC0395'(E'LY)IS THE N'LY CORNER OF COURTHOUSE +/-45' FROM CENTERLINE OF
 MC0395'WASHINGTON ST.
 MC0395'
 MC0395'THE STATION IS A FOUND 1-1/2IN. PLUG IN NE'LY FACE OF STONE
 MC0395'COURTHOUSE, 0.95' SE'LY OF N'LY CORNER OF BUILDING 1.3' ABOVE
 MC0395'SIDEWALK. S45E 9.75' TO BOTTOM OF CONC. STEPS TO FRONT ENTRANCE, N30E
 MC0395'5.9' TO NE'LY EDGE OF CONC SIDEWALK, N45W 25.6' TO BACK OF CURB (E'LY
 MC0395'SIDE OF WASHINGTON ST.)
 MC0395'
 MC0395'0
 MC0395
 MC0395                          STATION RECOVERY (2008)
 MC0395
 MC0395'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 MC0395'RECOVERED AS DESCRIBED.
 MC0395
 MC0395                          STATION RECOVERY (2009)
 MC0395
 MC0395'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0395'RECOVERED IN GOOD CONDITION.
 MC0395
 MC0395                          STATION RECOVERY (2010)
 MC0395
 MC0395'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2010 (LK)
 MC0395'RECOVERED IN GOOD CONDITION.
 MC0395
 MC0395                          STATION RECOVERY (2022)
 MC0395
 MC0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JH)
 MC0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0380 ***********************************************************************
 NE0380  DESIGNATION -  44 1/2
 NE0380  PID         -  NE0380
 NE0380  STATE/COUNTY-  MI/OAKLAND
 NE0380  COUNTRY     -  US
 NE0380  USGS QUAD   -  WALLED LAKE (2017)
 NE0380
 NE0380                         *CURRENT SURVEY CONTROL
 NE0380  ______________________________________________________________________
 NE0380* NAD 83(1986) POSITION- 42 33 34.     (N) 083 25 42.     (W)   SCALED
 NE0380* NAVD 88 ORTHO HEIGHT -   289.466 (meters)      949.69  (feet) ADJUSTED
 NE0380  ______________________________________________________________________
 NE0380  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 NE0380  DYNAMIC HEIGHT  -        289.382 (meters)      949.41  (feet) COMP
 NE0380  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 NE0380
 NE0380  VERT ORDER      -  SECOND    CLASS 0
 NE0380
 NE0380.The horizontal coordinates were scaled from a map and have
 NE0380.an estimated accuracy of +/- 6 seconds.
 NE0380
 NE0380.The orthometric height was determined by differential leveling and
 NE0380.adjusted by the NATIONAL GEODETIC SURVEY
 NE0380.in June 1991.
 NE0380
 NE0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0380.GEOID18 height accuracy estimate available here.
 NE0380
 NE0380.Click photographs - Photos may exist for this station.
 NE0380
 NE0380.The dynamic height is computed by dividing the NAVD 88
 NE0380.geopotential number by the normal gravity value computed on the
 NE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0380.degrees latitude (g = 980.6199 gals.).
 NE0380
 NE0380.The modeled gravity was interpolated from observed gravity values.
 NE0380
 NE0380;                    North         East    Units  Estimated Accuracy
 NE0380;SPC MI S     -   118,110.    4,077,050.      MT  (+/- 180 meters Scaled)
 NE0380
 NE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH006147(NAD 83)
 NE0380
 NE0380                          SUPERSEDED SURVEY CONTROL
 NE0380
 NE0380  NGVD 29 (??/??/92)  289.586  (m)          950.08   (f) ADJ UNCH    2 0
 NE0380
 NE0380.Superseded values are not recommended for survey control.
 NE0380
 NE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0380.See file dsdata.pdf to determine how the superseded data were derived.
 NE0380
 NE0380_MARKER: B = BOLT
 NE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0380_STAMPING: 44-1/2
 NE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0380+STABILITY: SURFACE MOTION
 NE0380
 NE0380  HISTORY     - Date     Condition        Report By
 NE0380  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0380  HISTORY     - 1954     GOOD             CGS
 NE0380  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0380  HISTORY     - 20100824 MARK NOT FOUND   NGS
 NE0380
 NE0380                          STATION DESCRIPTION
 NE0380
 NE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0380'4.5 MI SW FROM ORCHARD LAKE.
 NE0380'4.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0380'THE STATION AT ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF
 NE0380'MILEPOST 45, 0.5 MILE EAST OF A ROAD CROSSING, 20 FEET NORTH
 NE0380'OF THE NORTH RAIL, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 NE0380'A COPPER BOLT, STAMPED 44-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0380'POST.
 NE0380
 NE0380                          STATION RECOVERY (2002)
 NE0380
 NE0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0380'RAILWAY HAS BEEN ABANDONED AND RAILS REMOVED. BEING USED FOR RAILS FOR
 NE0380'TRAILS PROGRAM.
 NE0380
 NE0380                          STATION RECOVERY (2010)
 NE0380
 NE0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 NE0380'MARK NOT FOUND, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0766 ***********************************************************************
 NE0766  DESIGNATION -  44 1/2
 NE0766  PID         -  NE0766
 NE0766  STATE/COUNTY-  MI/OAKLAND
 NE0766  COUNTRY     -  US
 NE0766  USGS QUAD   -  DAVISBURG (2017)
 NE0766
 NE0766                         *CURRENT SURVEY CONTROL
 NE0766  ______________________________________________________________________
 NE0766* NAD 83(1986) POSITION- 42 46 32.     (N) 083 35 21.     (W)   SCALED
 NE0766* NAVD 88 ORTHO HEIGHT -   284.975 (meters)      934.96  (feet) ADJUSTED
 NE0766  ______________________________________________________________________
 NE0766  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 NE0766  DYNAMIC HEIGHT  -        284.891 (meters)      934.68  (feet) COMP
 NE0766  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 NE0766
 NE0766  VERT ORDER      -  SECOND    CLASS 0
 NE0766
 NE0766.The horizontal coordinates were scaled from a map and have
 NE0766.an estimated accuracy of +/- 6 seconds.
 NE0766
 NE0766.The orthometric height was determined by differential leveling and
 NE0766.adjusted by the NATIONAL GEODETIC SURVEY
 NE0766.in June 1991.
 NE0766
 NE0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0766.GEOID18 height accuracy estimate available here.
 NE0766
 NE0766.Click photographs - Photos may exist for this station.
 NE0766
 NE0766.The dynamic height is computed by dividing the NAVD 88
 NE0766.geopotential number by the normal gravity value computed on the
 NE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0766.degrees latitude (g = 980.6199 gals.).
 NE0766
 NE0766.The modeled gravity was interpolated from observed gravity values.
 NE0766
 NE0766;                    North         East    Units  Estimated Accuracy
 NE0766;SPC MI S     -   141,980.    4,063,620.      MT  (+/- 180 meters Scaled)
 NE0766
 NE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH881391(NAD 83)
 NE0766
 NE0766                          SUPERSEDED SURVEY CONTROL
 NE0766
 NE0766  NGVD 29 (??/??/92)  285.078  (m)          935.29   (f) ADJ UNCH    2 0
 NE0766
 NE0766.Superseded values are not recommended for survey control.
 NE0766
 NE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0766.See file dsdata.pdf to determine how the superseded data were derived.
 NE0766
 NE0766_MARKER: B = BOLT
 NE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0766_STAMPING: 44-1/2
 NE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0766+STABILITY: SURFACE MOTION
 NE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0766+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0766
 NE0766  HISTORY     - Date     Condition        Report By
 NE0766  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0766  HISTORY     - 1934     GOOD             CGS
 NE0766  HISTORY     - 20060310 GOOD             INDIV
 NE0766
 NE0766                          STATION DESCRIPTION
 NE0766
 NE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0766'2 MI SE FROM HOLLY.
 NE0766'2.0 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0766'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0766'MILEPOST D 44, 117 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0766'15 YARDS NORTH OF A BATTERY CHAMBER, 50.6 NORTHEAST OF THE
 NE0766'NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 6 FEET LOWER THAN
 NE0766'THE TRACK.  A COPPER BOLT, STAMPED 44-1/2 AND SET IN THE TOP
 NE0766'OF A CONCRETE POST.
 NE0766
 NE0766                          STATION RECOVERY (2006)
 NE0766
 NE0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0766'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0302 ***********************************************************************
 OK0302  DESIGNATION -  44 1/2
 OK0302  PID         -  OK0302
 OK0302  STATE/COUNTY-  MI/KENT
 OK0302  COUNTRY     -  US
 OK0302  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0302
 OK0302                         *CURRENT SURVEY CONTROL
 OK0302  ______________________________________________________________________
 OK0302* NAD 83(1986) POSITION- 43 12 05.     (N) 085 19 47.     (W)   SCALED
 OK0302* NAVD 88 ORTHO HEIGHT -   260.875 (meters)      855.89  (feet) ADJUSTED
 OK0302  ______________________________________________________________________
 OK0302  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 OK0302  DYNAMIC HEIGHT  -        260.819 (meters)      855.70  (feet) COMP
 OK0302  MODELED GRAVITY -    980,397.7   (mgal)                       NAVD 88
 OK0302
 OK0302  VERT ORDER      -  SECOND    CLASS 0
 OK0302
 OK0302.The horizontal coordinates were scaled from a map and have
 OK0302.an estimated accuracy of +/- 6 seconds.
 OK0302
 OK0302.The orthometric height was determined by differential leveling and
 OK0302.adjusted by the NATIONAL GEODETIC SURVEY
 OK0302.in June 1991.
 OK0302
 OK0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0302.GEOID18 height accuracy estimate available here.
 OK0302
 OK0302.Click photographs - Photos may exist for this station.
 OK0302
 OK0302.The dynamic height is computed by dividing the NAVD 88
 OK0302.geopotential number by the normal gravity value computed on the
 OK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0302.degrees latitude (g = 980.6199 gals.).
 OK0302
 OK0302.The modeled gravity was interpolated from observed gravity values.
 OK0302
 OK0302;                    North         East    Units  Estimated Accuracy
 OK0302;SPC MI S     -   189,440.    3,921,740.      MT  (+/- 180 meters Scaled)
 OK0302
 OK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN356845(NAD 83)
 OK0302
 OK0302                          SUPERSEDED SURVEY CONTROL
 OK0302
 OK0302  NGVD 29 (??/??/92)  261.006  (m)          856.32   (f) ADJ UNCH    2 0
 OK0302
 OK0302.Superseded values are not recommended for survey control.
 OK0302
 OK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0302.See file dsdata.pdf to determine how the superseded data were derived.
 OK0302
 OK0302_MARKER: B = BOLT
 OK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0302_STAMPING: 44-1/2
 OK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0302+STABILITY: SURFACE MOTION
 OK0302
 OK0302  HISTORY     - Date     Condition        Report By
 OK0302  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0302  HISTORY     - 1934     GOOD             CGS
 OK0302  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0302
 OK0302                          STATION DESCRIPTION
 OK0302
 OK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0302'1.5 MI E FROM LINCOLN LAKE.
 OK0302'1.5 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0302'AT LINCOLN LAKE, ABOUT 220 YARDS EAST OF A BRIDGE, 30 FEET
 OK0302'NORTH OF THE CENTERLINE OF AN ABANDONED SPUR TRACK GRADE, 42
 OK0302'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 OK0302'TOP OF RAIL.  A BRASS PLUG, STAMPED 44-1/2 AND SET IN THE TOP
 OK0302'OF A CONCRETE POST.  NOTE-- THE POST WAS BADLEY CRACKED.
 OK0302
 OK0302                          STATION RECOVERY (1969)
 OK0302
 OK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1228 ***********************************************************************
 NE1228  DESIGNATION -  44001
 NE1228  PID         -  NE1228
 NE1228  STATE/COUNTY-  MI/LAPEER
 NE1228  COUNTRY     -  US
 NE1228  USGS QUAD   -  ALMONT (2017)
 NE1228
 NE1228                         *CURRENT SURVEY CONTROL
 NE1228  ______________________________________________________________________
 NE1228* NAD 83(1994) POSITION- 42 59 25.42252(N) 083 00 23.60731(W)   ADJUSTED
 NE1228* NAVD 88 ORTHO HEIGHT -   248.01  (+/-2cm)      813.7   (feet) VERTCON3
 NE1228  ______________________________________________________________________
 NE1228  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 NE1228  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 NE1228  HORZ ORDER      -  SECOND
 NE1228  VERT ORDER      -  THIRD ? (See Below)
 NE1228
 NE1228.The horizontal coordinates were established by classical geodetic methods
 NE1228.and adjusted by the National Geodetic Survey in February 1997.
 NE1228
 NE1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1228
 NE1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1228.GEOID18 height accuracy estimate available here.
 NE1228
 NE1228.The vertical order pertains to the NGVD 29 superseded value.
 NE1228
 NE1228.Click photographs - Photos may exist for this station.
 NE1228
 NE1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1228
 NE1228. The following values were computed from the NAD 83(1994) position.
 NE1228
 NE1228;                    North         East     Units Scale Factor Converg.
 NE1228;SPC MI S     -   166,445.478 4,110,906.918   MT  0.99990856   +0 55 32.1
 NE1228;SPC MI S     -   546,080.96 13,487,227.42   iFT  0.99990856   +0 55 32.1
 NE1228;UTM  17      - 4,761,701.744   336,420.924   MT  0.99992919   -1 22 06.7
 NE1228
 NE1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1228!SPC MI S     -   0.99996657  x   0.99990856  =   0.99987514
 NE1228!UTM  17      -   0.99996657  x   0.99992919  =   0.99989577
 NE1228
 NE1228:                Primary Azimuth Mark                     Grid Az
 NE1228:SPC MI S     -  44001 MIDH AZ MK                         178 26 58.5
 NE1228:UTM  17      -  44001 MIDH AZ MK                         180 44 37.3
 NE1228
 NE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3642061701(NAD 83)
 NE1228
 NE1228|---------------------------------------------------------------------|
 NE1228| PID    Reference Object                     Distance      Geod. Az  |
 NE1228|                                                           dddmmss.s |
 NE1228| CH0638 44001 RM 2                            6.210 METERS 17905     |
 NE1228| NE1233 44001 MIDH AZ MK                    APPROX. 0.6 KM 1792230.6 |
 NE1228| NE1234 44001 AZ MK OFFSET                  APPROX. 0.6 KM 1792229.0 |
 NE1228| CH0637 44001 RM 1                            6.782 METERS 35950     |
 NE1228|---------------------------------------------------------------------|
 NE1228
 NE1228                          SUPERSEDED SURVEY CONTROL
 NE1228
 NE1228  NAD 83(1986)-  42 59 25.41652(N)    083 00 23.63870(W) AD(       ) 2
 NE1228  NAD 27      -  42 59 25.31711(N)    083 00 23.87419(W) AD(       ) 2
 NE1228  NGVD 29             248.12   (m)          814.0    (f) LEVELING    3  
 NE1228
 NE1228.Superseded values are not recommended for survey control.
 NE1228
 NE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1228.See file dsdata.pdf to determine how the superseded data were derived.
 NE1228
 NE1228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1228
 NE1228  HISTORY     - Date     Condition        Report By
 NE1228  HISTORY     - 1977     MONUMENTED       MIDH
 NE1228  HISTORY     - 19970524 GOOD             USPSQD
 NE1228
 NE1228                          STATION DESCRIPTION
 NE1228
 NE1228'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1228'THE STATION IS ABOUT 4.3 MILES WEST-SOUTHWEST OF CAPAC AND
 NE1228'ABOUT 4.3 MILES SOUTHEAST OF IMLAY CITY ALONG GRAHAM ROAD, IN
 NE1228'THE NORTHWEST 1/4 OF SECTION 36, T 7 N, R 12 E AND ON COUNTY
 NE1228'ROAD RIGHT-OF-WAY.
 NE1228'
 NE1228'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC, GO ABOUT
 NE1228'300 FEET EAST TO CAPAC ROAD, GO SOUTH ALONG CAPAC ROAD FOR 2.1
 NE1228'MILES TO BURT ROAD, GO WEST ALONG BURT ROAD FOR 4.1 MILES TO
 NE1228'GRAHAM ROAD, GO NORTH ALONG GRAHAM ROAD FOR 0.7 MILE TO THE
 NE1228'STATION ON THE RIGHT.
 NE1228'
 NE1228'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG
 NE1228'GRAHAM ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 NE1228'
 NE1228'STATION MARKS, STAMPED---44001 1977---, ARE MICHIGAN DEPARTMENT
 NE1228'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1228'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1228'SURFACE.  IT IS 148 FEET NORTHEAST OF A POWER POLE, 33.3 FEET
 NE1228'EAST OF THE CENTERLINE OF GRAHAM ROAD AND 3.8 FEET SOUTH OF A
 NE1228'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1228'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1228'
 NE1228'REFERENCE MARK 1, STAMPED---NO 1 44001 1977---, IS SET IN THE
 NE1228'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1228'GROUND SURFACE.  IT IS 166.5 FEET NORTHEAST OF A POWER POLE,
 NE1228'34 FEET EAST OF THE CENTERLINE OF GRAHAM ROAD AND 18.4 FEET
 NE1228'NORTH OF A WITNESS POST.
 NE1228'
 NE1228'REFERENCE MARK 2, STAMPED---NO 2 44001 1977---, IS SET IN THE
 NE1228'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1228'GROUND SURFACE.  IT IS 130 FEET NORTHEAST OF A POWER POLE, 33
 NE1228'FEET EAST OF THE CENTERLINE OF GRAHAM ROAD AND 24 FEET SOUTH
 NE1228'OF A WITNESS POST.
 NE1228'
 NE1228'AZIMUTH MARKS, STAMPED---AZ MK 1 44001 1977---, ARE REFERENCE
 NE1228'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1228'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1228'IT IS 70.6 FEET NORTH OF A GAS LINE VENT PIPE, 19 FEET WEST
 NE1228'OF THE CENTERLINE OF GRAHAM ROAD AND 4 FEET NORTH OF A WITNESS
 NE1228'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1228'MASS OF CONCRETE, 48 INCHES BELOW THE GROUND SURFACE.
 NE1228'
 NE1228'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1228'TRANSPORTATION DISKS.
 NE1228'
 NE1228'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 NE1228'DESCRIBED BY G. ROSENDALE.
 NE1228
 NE1228                          STATION RECOVERY (1997)
 NE1228
 NE1228'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1233 ***********************************************************************
 NE1233  DESIGNATION -  44001 MIDH AZ MK
 NE1233  PID         -  NE1233
 NE1233  STATE/COUNTY-  MI/LAPEER
 NE1233  COUNTRY     -  US
 NE1233  USGS QUAD   -  ALMONT (2017)
 NE1233
 NE1233                         *CURRENT SURVEY CONTROL
 NE1233  ______________________________________________________________________
 NE1233* NAD 83(1994) POSITION- 42 59 06.27457(N) 083 00 23.32288(W)   ADJUSTED
 NE1233* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) VERTCON3
 NE1233  ______________________________________________________________________
 NE1233  GEOID HEIGHT    -        -34.862 (meters)                     GEOID18
 NE1233  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 NE1233  HORZ ORDER      -  SECOND
 NE1233
 NE1233.The horizontal coordinates were established by classical geodetic methods
 NE1233.and adjusted by the National Geodetic Survey in February 1997.
 NE1233
 NE1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1233
 NE1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1233.GEOID18 height accuracy estimate available here.
 NE1233
 NE1233.Click photographs - Photos may exist for this station.
 NE1233
 NE1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1233
 NE1233. The following values were computed from the NAD 83(1994) position.
 NE1233
 NE1233;                    North         East     Units Scale Factor Converg.
 NE1233;SPC MI S     -   165,854.826 4,110,922.904   MT  0.99990840   +0 55 32.3
 NE1233;SPC MI S     -   544,143.13 13,487,279.87   iFT  0.99990840   +0 55 32.3
 NE1233;UTM  17      - 4,761,110.913   336,413.255   MT  0.99992922   -1 22 06.0
 NE1233
 NE1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1233!SPC MI S     -   0.99996612  x   0.99990840  =   0.99987453
 NE1233!UTM  17      -   0.99996612  x   0.99992922  =   0.99989535
 NE1233
 NE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3641361110(NAD 83)
 NE1233
 NE1233                          SUPERSEDED SURVEY CONTROL
 NE1233
 NE1233  NAD 83(1986)-  42 59 06.26857(N)    083 00 23.35440(W) AD(       ) 2
 NE1233  NAD 27      -  42 59 06.16900(N)    083 00 23.58985(W) AD(       ) 2
 NE1233  NGVD 29 (07/19/86)  251.     (m)          823.     (f) VERT ANG       
 NE1233
 NE1233.Superseded values are not recommended for survey control.
 NE1233
 NE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1233.See file dsdata.pdf to determine how the superseded data were derived.
 NE1233
 NE1233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1233+STABILITY: SURFACE MOTION
 NE1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1233+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 NE1233
 NE1233  HISTORY     - Date     Condition        Report By
 NE1233  HISTORY     - 1977     MONUMENTED       MIDH
 NE1233  HISTORY     - 19970524 GOOD             USPSQD
 NE1233  HISTORY     - 20070713 GOOD             INDIV
 NE1233
 NE1233                          STATION DESCRIPTION
 NE1233
 NE1233'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1233'THE STATION IS ABOUT 4.3 MILES WEST-SOUTHWEST OF CAPAC AND
 NE1233'ABOUT 4.3 MILES SOUTHEAST OF IMLAY CITY ALONG GRAHAM ROAD
 NE1233'AND ON ROAD RIGHT-OF-WAY.
 NE1233'
 NE1233'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC, GO ABOUT
 NE1233'300 FEET EAST TO CAPAC ROAD, GO SOUTH ALONG CAPAC ROAD FOR 2.1
 NE1233'MILES TO BURT ROAD, GO WEST ALONG BURT ROAD FOR 4.1 MILES TO
 NE1233'GRAHAM ROAD, GO NORTH ALONG GRAHAM ROAD FOR 0.3 MILE TO THE
 NE1233'STATION ON THE LEFT.
 NE1233'
 NE1233'AZIMUTH MARKS, STAMPED---AZ MK 1 44001 1977---, ARE REFERENCE
 NE1233'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1233'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1233'IT IS 70.6 FEET NORTH OF A GAS LINE VENT PIPE, 19 FEET WEST
 NE1233'OF THE CENTERLINE OF GRAHAM ROAD AND 4 FEET NORTH OF A WITNESS
 NE1233'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1233'MASS OF CONCRETE, 48 INCHES BELOW THE GROUND SURFACE.
 NE1233'
 NE1233'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44001 MIDH.
 NE1233'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1233'DESCRIBED BY G.P. ROSENDALE.
 NE1233
 NE1233                          STATION RECOVERY (1997)
 NE1233
 NE1233'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1233'RECOVERED IN GOOD CONDITION.
 NE1233
 NE1233                          STATION RECOVERY (2007)
 NE1233
 NE1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1233'FOUND ROAD DISK SET IN CONCRETE LOCATED IN A FENCE ROAD, 84 FEET
 NE1233'NORTH FROM THE CENTERLINE OF RIDER ROAD. TO REACH THE STATION FROM THE
 NE1233'INTERSECTION OF ROAD ROAD AND GRAHAM ROAD, GO WEST 3 TENTHS OF A MILE
 NE1233'ALONG RIDER ROAD AND NORTH 84 FEET   TO MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0663 ***********************************************************************
 OJ0663  DESIGNATION -  44002
 OJ0663  PID         -  OJ0663
 OJ0663  STATE/COUNTY-  MI/LAPEER
 OJ0663  COUNTRY     -  US
 OJ0663  USGS QUAD   -  IMLAY CITY (2017)
 OJ0663
 OJ0663                         *CURRENT SURVEY CONTROL
 OJ0663  ______________________________________________________________________
 OJ0663* NAD 83(1994) POSITION- 43 00 29.41363(N) 083 03 05.15715(W)   ADJUSTED
 OJ0663* NAVD 88 ORTHO HEIGHT -   255.207 (meters)      837.29  (feet) ADJUSTED
 OJ0663  ______________________________________________________________________
 OJ0663  GEOID HEIGHT    -        -34.803 (meters)                     GEOID18
 OJ0663  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 OJ0663  DYNAMIC HEIGHT  -        255.136 (meters)      837.06  (feet) COMP
 OJ0663  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OJ0663
 OJ0663  HORZ ORDER      -  SECOND
 OJ0663  VERT ORDER      -  SECOND    CLASS II
 OJ0663
 OJ0663.The horizontal coordinates were established by classical geodetic methods
 OJ0663.and adjusted by the National Geodetic Survey in February 1997.
 OJ0663
 OJ0663.The orthometric height was determined by differential leveling and
 OJ0663.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0663.in June 1991.
 OJ0663
 OJ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0663.GEOID18 height accuracy estimate available here.
 OJ0663
 OJ0663.Click photographs - Photos may exist for this station.
 OJ0663
 OJ0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0663
 OJ0663.The dynamic height is computed by dividing the NAVD 88
 OJ0663.geopotential number by the normal gravity value computed on the
 OJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0663.degrees latitude (g = 980.6199 gals.).
 OJ0663
 OJ0663.The modeled gravity was interpolated from observed gravity values.
 OJ0663
 OJ0663. The following values were computed from the NAD 83(1994) position.
 OJ0663
 OJ0663;                    North         East     Units Scale Factor Converg.
 OJ0663;SPC MI S     -   168,361.626 4,107,217.153   MT  0.99990918   +0 53 42.2
 OJ0663;SPC MI S     -   552,367.54 13,475,121.89   iFT  0.99990918   +0 53 42.2
 OJ0663;UTM  17      - 4,763,764.129   332,810.729   MT  0.99994388   -1 23 58.6
 OJ0663
 OJ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0663!SPC MI S     -   0.99996544  x   0.99990918  =   0.99987462
 OJ0663!UTM  17      -   0.99996544  x   0.99994388  =   0.99990932
 OJ0663
 OJ0663:                Primary Azimuth Mark                     Grid Az
 OJ0663:SPC MI S     -  44002 AZ MK                              263 55 12.0
 OJ0663:UTM  17      -  44002 AZ MK                              266 12 52.8
 OJ0663
 OJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3281063764(NAD 83)
 OJ0663
 OJ0663|---------------------------------------------------------------------|
 OJ0663| PID    Reference Object                     Distance      Geod. Az  |
 OJ0663|                                                           dddmmss.s |
 OJ0663| CH0639 44002 RM 1                            8.230 METERS 08508     |
 OJ0663| OJ0941 44002 AZ MK                         APPROX. 1.1 KM 2644854.2 |
 OJ0663| CH0640 44002 RM 2                            7.306 METERS 26619     |
 OJ0663|---------------------------------------------------------------------|
 OJ0663
 OJ0663                          SUPERSEDED SURVEY CONTROL
 OJ0663
 OJ0663  NAD 83(1986)-  43 00 29.40814(N)    083 03 05.18803(W) AD(       ) 2
 OJ0663  NAD 27      -  43 00 29.30902(N)    083 03 05.41841(W) AD(       ) 2
 OJ0663  NGVD 29 (??/??/92)  255.332  (m)          837.70   (f) ADJ UNCH    2 2
 OJ0663  NGVD 29             255.33   (m)          837.7    (f) LEVELING    3  
 OJ0663
 OJ0663.Superseded values are not recommended for survey control.
 OJ0663
 OJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0663.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0663
 OJ0663_MARKER: DB = BENCH MARK DISK
 OJ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0663_STAMPING: 44002 1977
 OJ0663_MARK LOGO: MIDH
 OJ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0663+STABILITY: SURFACE MOTION
 OJ0663
 OJ0663  HISTORY     - Date     Condition        Report By
 OJ0663  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0663  HISTORY     - 1977     GOOD             MIDH
 OJ0663  HISTORY     - 19970524 GOOD             USPSQD
 OJ0663
 OJ0663                          STATION DESCRIPTION
 OJ0663
 OJ0663'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0663'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF IMLAY
 OJ0663'CITY AND 7 MILES NORTH-NORTHEAST OF ALMONT ALONG NEWARK ROAD
 OJ0663'AND IN THE SOUTHEAST 1/4 OF SECTION 21, T 7 N, R 12 E AND ON
 OJ0663'COUNTY ROAD RIGHT-OF-WAY.
 OJ0663'
 OJ0663'TO REACH THE STATION FROM THE INTERSECTION OF M-53 AND M-21 GO
 OJ0663'SOUTH ON M-53 FOR 1.7 MILES TO NEWARK ROAD, GO EAST ON NEWARK
 OJ0663'ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 OJ0663'AZIMUTH MARK FROM THE STATION GO WEST ON NEWARK ROAD FOR 0.7
 OJ0663'MILE TO THE MARK ON THE LEFT.
 OJ0663'
 OJ0663'STATION MARKS, STAMPED---44002 1977---, ARE MICHIGAN DEPARTMENT
 OJ0663'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0663'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 OJ0663'SURFACE.  IT IS 61.3 FEET NORTHEAST OF A 2-INCH CHERRY TREE, 29
 OJ0663'FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 3.7 FEET EAST
 OJ0663'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0663'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0663'
 OJ0663'REFERENCE MARK 1, STAMPED---NO 1 44002 1977---, IS SET IN THE
 OJ0663'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0663'GROUND SURFACE.  IT IS 73 FEET NORTHWEST OF A 1-INCH ELM TREE
 OJ0663'AND 29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0663'
 OJ0663'REFERENCE MARK 2, STAMPED---NO 2 44002 1977---, IS SET IN THE
 OJ0663'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0663'GROUND SURFACE.  IT IS 52 FEET NORTH-NORTHEAST OF A 2-INCH
 OJ0663'CHERRY TREE AND 29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0663'AZIMUTH MARKS, STAMPED---AZ MK 44002 1977---, ARE REFERENCE
 OJ0663'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0663'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0663'IT IS 44 FEET EAST-NORTHEAST OF A 4-INCH SPRUCE TREE, 22 FEET
 OJ0663'SOUTH OF THE CENTERLINE OF NEWARK ROAD, 15 FEET NORTHEAST OF
 OJ0663'A TELEPHONE POLE AND 4 FEET EAST OF A WITNESS POST.
 OJ0663'
 OJ0663'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0663'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0663'
 OJ0663'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0663'TRANSPORTATION DISKS.
 OJ0663'
 OJ0663'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0663'DESCRIBED BY G. ROSENDALE.
 OJ0663
 OJ0663                          STATION RECOVERY (1977)
 OJ0663
 OJ0663'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0663'2.5 MI SE FROM IMLAY CITY.
 OJ0663'LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP, SECTION 21. FROM THE
 OJ0663'INTERSECTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 53, GO SOUTH 1.7
 OJ0663'MILES ALONG STATE HIGHWAY 53 TO NEWARK ROAD, GO EAST ALONG NEWARK ROAD
 OJ0663'1.1 MILE TO MARK ON LEFT. IT IS 61.3 FEET NORTHEAST OF 2 INCH CHERRY,
 OJ0663'29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 3.7 FEET EAST OF
 OJ0663'A METAL WITNESS POST. A STANDARD DISK STAMPED 44002 1977 SET IN THE
 OJ0663'TOP OF A 12 INCH CONCRETE POST FLUSH WITH GROUND.
 OJ0663
 OJ0663                          STATION RECOVERY (1997)
 OJ0663
 OJ0663'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0941 ***********************************************************************
 OJ0941  DESIGNATION -  44002 AZ MK
 OJ0941  PID         -  OJ0941
 OJ0941  STATE/COUNTY-  MI/LAPEER
 OJ0941  COUNTRY     -  US
 OJ0941  USGS QUAD   -  IMLAY CITY (2017)
 OJ0941
 OJ0941                         *CURRENT SURVEY CONTROL
 OJ0941  ______________________________________________________________________
 OJ0941* NAD 83(1994) POSITION- 43 00 26.32333(N) 083 03 51.52187(W)   ADJUSTED
 OJ0941* NAVD 88 ORTHO HEIGHT -   246.1   (meters)      807.    (feet) VERTCON3
 OJ0941  ______________________________________________________________________
 OJ0941  GEOID HEIGHT    -        -34.793 (meters)                     GEOID18
 OJ0941  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 OJ0941  HORZ ORDER      -  SECOND
 OJ0941
 OJ0941.The horizontal coordinates were established by classical geodetic methods
 OJ0941.and adjusted by the National Geodetic Survey in February 1997.
 OJ0941
 OJ0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0941
 OJ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0941.GEOID18 height accuracy estimate available here.
 OJ0941
 OJ0941.Click photographs - Photos may exist for this station.
 OJ0941
 OJ0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0941
 OJ0941. The following values were computed from the NAD 83(1994) position.
 OJ0941
 OJ0941;                    North         East     Units Scale Factor Converg.
 OJ0941;SPC MI S     -   168,249.962 4,106,168.816   MT  0.99990915   +0 53 10.6
 OJ0941;SPC MI S     -   552,001.19 13,471,682.47   iFT  0.99990915   +0 53 10.6
 OJ0941;UTM  17      - 4,763,694.525   331,758.723   MT  0.99994822   -1 24 30.2
 OJ0941
 OJ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0941!SPC MI S     -   0.99996687  x   0.99990915  =   0.99987602
 OJ0941!UTM  17      -   0.99996687  x   0.99994822  =   0.99991509
 OJ0941
 OJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3175863694(NAD 83)
 OJ0941
 OJ0941                          SUPERSEDED SURVEY CONTROL
 OJ0941
 OJ0941  NAD 83(1986)-  43 00 26.31797(N)    083 03 51.55275(W) AD(       ) 2
 OJ0941  NAD 27      -  43 00 26.21878(N)    083 03 51.78160(W) AD(       ) 2
 OJ0941  NGVD 29 (07/19/86)  246.2    (m)          808.     (f) VERT ANG       
 OJ0941
 OJ0941.Superseded values are not recommended for survey control.
 OJ0941
 OJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0941.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0941
 OJ0941_MARKER: DR = REFERENCE MARK DISK
 OJ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0941_STAMPING: AZ MK 44002 1977
 OJ0941_MARK LOGO: MIDH
 OJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0941+STABILITY: SURFACE MOTION
 OJ0941
 OJ0941  HISTORY     - Date     Condition        Report By
 OJ0941  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0941  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0941
 OJ0941                          STATION DESCRIPTION
 OJ0941
 OJ0941'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0941'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF IMLAY
 OJ0941'CITY AND 7 MILES NORTH-NORTHEAST OF ALMONT ALONG NEWARK ROAD
 OJ0941'AND ON COUNTY ROAD RIGHT-OF-WAY.
 OJ0941'
 OJ0941'TO REACH THE STATION FROM THE INTERSECTION OF M-53 AND M-21 GO
 OJ0941'SOUTH ON M-53 FOR 1.7 MILES TO NEWARK ROAD, GO EAST ON NEWARK
 OJ0941'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 OJ0941'
 OJ0941'AZIMUTH MARKS, STAMPED---AZ MK 44002 1977---, ARE REFERENCE
 OJ0941'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0941'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0941'IT IS 44 FEET EAST-NORTHEAST OF A 4-INCH SPRUCE TREE, 22 FEET
 OJ0941'SOUTH OF THE CENTERLINE OF NEWARK ROAD, 15 FEET NORTHEAST OF A
 OJ0941'TELEPHONE POLE AND 4 FEET EAST OF A WITNESS POST.
 OJ0941'
 OJ0941'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44002 MIDH.
 OJ0941'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0941'DESCRIBED BY G.P. ROSENDALE.
 OJ0941
 OJ0941                          STATION RECOVERY (1997)
 OJ0941
 OJ0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0941'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1231 ***********************************************************************
 NE1231  DESIGNATION -  44003
 NE1231  PID         -  NE1231
 NE1231  STATE/COUNTY-  MI/LAPEER
 NE1231  COUNTRY     -  US
 NE1231  USGS QUAD   -  ALMONT (2017)
 NE1231
 NE1231                         *CURRENT SURVEY CONTROL
 NE1231  ______________________________________________________________________
 NE1231* NAD 83(1994) POSITION- 42 58 43.96407(N) 083 03 30.44915(W)   ADJUSTED
 NE1231* NAVD 88 ORTHO HEIGHT -   251.1   (meters)      824.    (feet) VERTCON3
 NE1231  ______________________________________________________________________
 NE1231  GEOID HEIGHT    -        -34.833 (meters)                     GEOID18
 NE1231  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 NE1231  HORZ ORDER      -  SECOND
 NE1231
 NE1231.The horizontal coordinates were established by classical geodetic methods
 NE1231.and adjusted by the National Geodetic Survey in February 1997.
 NE1231
 NE1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1231
 NE1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1231.GEOID18 height accuracy estimate available here.
 NE1231
 NE1231.Click photographs - Photos may exist for this station.
 NE1231
 NE1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1231
 NE1231. The following values were computed from the NAD 83(1994) position.
 NE1231
 NE1231;                    North         East     Units Scale Factor Converg.
 NE1231;SPC MI S     -   165,099.319 4,106,695.035   MT  0.99990822   +0 53 25.0
 NE1231;SPC MI S     -   541,664.43 13,473,408.91   iFT  0.99990822   +0 53 25.0
 NE1231;UTM  17      - 4,760,525.220   332,158.409   MT  0.99994657   -1 24 13.1
 NE1231
 NE1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1231!SPC MI S     -   0.99996609  x   0.99990822  =   0.99987431
 NE1231!UTM  17      -   0.99996609  x   0.99994657  =   0.99991266
 NE1231
 NE1231:                Primary Azimuth Mark                     Grid Az
 NE1231:SPC MI S     -  44003 MIDH AZ MK                         173 55 40.6
 NE1231:UTM  17      -  44003 MIDH AZ MK                         176 13 18.7
 NE1231
 NE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3215860525(NAD 83)
 NE1231
 NE1231|---------------------------------------------------------------------|
 NE1231| PID    Reference Object                     Distance      Geod. Az  |
 NE1231|                                                           dddmmss.s |
 NE1231| NE1242 44003 MIDH AZ MK                    APPROX. 0.8 KM 1744905.6 |
 NE1231| CH0642 44003 RM 2                            7.206 METERS 18651     |
 NE1231| CH0641 44003 RM 1                            7.790 METERS 32554     |
 NE1231|---------------------------------------------------------------------|
 NE1231
 NE1231                          SUPERSEDED SURVEY CONTROL
 NE1231
 NE1231  NAD 83(1986)-  42 58 43.95868(N)    083 03 30.48059(W) AD(       ) 2
 NE1231  NAD 27      -  42 58 43.85875(N)    083 03 30.70996(W) AD(       ) 2
 NE1231  NGVD 29 (07/19/86)  251.2    (m)          824.     (f) VERT ANG       
 NE1231
 NE1231.Superseded values are not recommended for survey control.
 NE1231
 NE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1231.See file dsdata.pdf to determine how the superseded data were derived.
 NE1231
 NE1231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1231
 NE1231  HISTORY     - Date     Condition        Report By
 NE1231  HISTORY     - 1977     MONUMENTED       MIDH
 NE1231  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1231  HISTORY     - 20070713 MARK NOT FOUND   INDIV
 NE1231
 NE1231                          STATION DESCRIPTION
 NE1231
 NE1231'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1231'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF ALMONT AND 3.9
 NE1231'MILES SOUTH OF IMLAY CITY, ALONG HIGHWAY M-53, ON STATE HIGHWAY
 NE1231'RIGHT-OF-WAY AND IN THE SOUTHWEST 1/4 OF SECTION 33, T 7 N, R
 NE1231'12 E.
 NE1231'
 NE1231'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 NE1231'IN IMLAY CITY, GO SOUTH ALONG M-53 FOR 3.9 MILES TO THE STATION
 NE1231'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 NE1231'SOUTH ALONG M-53 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 NE1231'
 NE1231'STATION MARKS, STAMPED---44003 1977---, ARE MICHIGAN DEPARTMENT
 NE1231'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1231'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 79 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'42.3 FEET WEST OF A FENCE LINE, 27 FEET WEST-NORTHWEST OF A
 NE1231'POWER POLE AND 4 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 NE1231'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1231'INCHES BELOW THE GROUND SURFACE.
 NE1231'
 NE1231'REFERENCE MARK 1, STAMPED---NO 1 44003 1977---, IS SET IN THE
 NE1231'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 74 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'48 FEET NORTH-NORTHWEST OF A POWER POLE AND 22.5 FEET WEST OF
 NE1231'THE FENCE.
 NE1231'
 NE1231'REFERENCE MARK 2, STAMPED---NO 2 44003 1977---, IS SET IN THE
 NE1231'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 67 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'33.5 FEET WEST OF A POWER POLE AND 21 FEET SOUTHWEST OF A
 NE1231'POWER POLE.
 NE1231'
 NE1231'AZIMUTH MARKS, STAMPED---AZ 44003 1977---, ARE REFERENCE MARK
 NE1231'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1231'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1231'IT IS 30 FEET EAST OF THE CENTERLINE OF M-53, 29 FEET NORTHWEST
 NE1231'OF A 20-INCH LOCUST TREE, 25 FEET WEST OF A FENCE LINE AND 4.3
 NE1231'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1231'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1231'GROUND SURFACE.
 NE1231'
 NE1231'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1231'TRANSPORTATION DISKS.
 NE1231'
 NE1231'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1231'DESCRIBED BY G. ROSENDALE.
 NE1231
 NE1231                          STATION RECOVERY (1997)
 NE1231
 NE1231'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1231'MARK NOT FOUND.
 NE1231
 NE1231                          STATION RECOVERY (2007)
 NE1231
 NE1231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1231'MARK NOT FOUND DUE TO PARK AND RIDE (PARKING AREA) BUILT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1242 ***********************************************************************
 NE1242  DESIGNATION -  44003 MIDH AZ MK
 NE1242  PID         -  NE1242
 NE1242  STATE/COUNTY-  MI/LAPEER
 NE1242  COUNTRY     -  US
 NE1242  USGS QUAD   -  ALMONT (2017)
 NE1242
 NE1242                         *CURRENT SURVEY CONTROL
 NE1242  ______________________________________________________________________
 NE1242* NAD 83(1994) POSITION- 42 58 19.67936(N) 083 03 27.45007(W)   ADJUSTED
 NE1242* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) VERTCON3
 NE1242  ______________________________________________________________________
 NE1242  GEOID HEIGHT    -        -34.840 (meters)                     GEOID18
 NE1242  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 NE1242  HORZ ORDER      -  SECOND
 NE1242
 NE1242.The horizontal coordinates were established by classical geodetic methods
 NE1242.and adjusted by the National Geodetic Survey in February 1997.
 NE1242
 NE1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1242
 NE1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1242.GEOID18 height accuracy estimate available here.
 NE1242
 NE1242.Click photographs - Photos may exist for this station.
 NE1242
 NE1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1242
 NE1242. The following values were computed from the NAD 83(1994) position.
 NE1242
 NE1242;                    North         East     Units Scale Factor Converg.
 NE1242;SPC MI S     -   164,351.134 4,106,774.624   MT  0.99990803   +0 53 27.0
 NE1242;SPC MI S     -   539,209.76 13,473,670.03   iFT  0.99990803   +0 53 27.0
 NE1242;UTM  17      - 4,759,774.420   332,207.990   MT  0.99994636   -1 24 10.4
 NE1242
 NE1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1242!SPC MI S     -   0.99996549  x   0.99990803  =   0.99987353
 NE1242!UTM  17      -   0.99996549  x   0.99994636  =   0.99991186
 NE1242
 NE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3220759774(NAD 83)
 NE1242
 NE1242                          SUPERSEDED SURVEY CONTROL
 NE1242
 NE1242  NAD 83(1986)-  42 58 19.67397(N)    083 03 27.48164(W) AD(       ) 2
 NE1242  NAD 27      -  42 58 19.57389(N)    083 03 27.71106(W) AD(       ) 2
 NE1242  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 NE1242
 NE1242.Superseded values are not recommended for survey control.
 NE1242
 NE1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1242.See file dsdata.pdf to determine how the superseded data were derived.
 NE1242
 NE1242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1242+STABILITY: SURFACE MOTION
 NE1242
 NE1242  HISTORY     - Date     Condition        Report By
 NE1242  HISTORY     - 1977     MONUMENTED       MIDH
 NE1242  HISTORY     - 19970706 GOOD             USPSQD
 NE1242  HISTORY     - 20070713 MARK NOT FOUND   INDIV
 NE1242
 NE1242                          STATION DESCRIPTION
 NE1242
 NE1242'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1242'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF ALMONT AND 4.5
 NE1242'MILES SOUTH OF IMLAY CITY, ALONG HIGHWAY M-53, ON STATE HIGHWAY
 NE1242'RIGHT-OF-WAY.
 NE1242'
 NE1242'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 NE1242'IN IMLAY CITY, GO SOUTH ALONG M-53 FOR 4.4 MILES TO THE STATION
 NE1242'ON THE LEFT.
 NE1242'
 NE1242'AZIMUTH MARKS, STAMPED---AZ 44003 1977---, ARE REFERENCE MARK
 NE1242'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1242'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1242'IT IS 30 FEET EAST OF THE CENTERLINE OF M-53, 29 FEET NORTHWEST
 NE1242'OF A 20-INCH LOCUST TREE, 25 FEET WEST OF A FENCE LINE AND 4.3
 NE1242'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1242'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1242'GROUND SURFACE.
 NE1242'
 NE1242'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44003 MIDH.
 NE1242'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1242'DESCRIBED BY G.P. ROSENDALE.
 NE1242
 NE1242                          STATION RECOVERY (1997)
 NE1242
 NE1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1242'RECOVERED IN GOOD CONDITION.
 NE1242
 NE1242                          STATION RECOVERY (2007)
 NE1242
 NE1242'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1242'MARK NOT FOUND DUE TO AREA BEING FARMED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0949 ***********************************************************************
 OJ0949  DESIGNATION -  44004
 OJ0949  PID         -  OJ0949
 OJ0949  STATE/COUNTY-  MI/LAPEER
 OJ0949  COUNTRY     -  US
 OJ0949  USGS QUAD   -  IMLAY CITY (2017)
 OJ0949
 OJ0949                         *CURRENT SURVEY CONTROL
 OJ0949  ______________________________________________________________________
 OJ0949* NAD 83(1994) POSITION- 43 02 44.36301(N) 083 04 20.99905(W)   ADJUSTED
 OJ0949* NAVD 88 ORTHO HEIGHT -   253.7   (meters)      832.    (feet) VERTCON3
 OJ0949  ______________________________________________________________________
 OJ0949  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 OJ0949  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 OJ0949  HORZ ORDER      -  SECOND
 OJ0949
 OJ0949.The horizontal coordinates were established by classical geodetic methods
 OJ0949.and adjusted by the National Geodetic Survey in February 1997.
 OJ0949
 OJ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0949
 OJ0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0949.GEOID18 height accuracy estimate available here.
 OJ0949
 OJ0949.Click photographs - Photos may exist for this station.
 OJ0949
 OJ0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0949
 OJ0949. The following values were computed from the NAD 83(1994) position.
 OJ0949
 OJ0949;                    North         East     Units Scale Factor Converg.
 OJ0949;SPC MI S     -   172,498.581 4,105,435.898   MT  0.99991080   +0 52 50.6
 OJ0949;SPC MI S     -   565,940.23 13,469,277.88   iFT  0.99991080   +0 52 50.6
 OJ0949;UTM  17      - 4,767,969.257   331,196.519   MT  0.99995055   -1 24 53.9
 OJ0949
 OJ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0949!SPC MI S     -   0.99996566  x   0.99991080  =   0.99987647
 OJ0949!UTM  17      -   0.99996566  x   0.99995055  =   0.99991621
 OJ0949
 OJ0949:                Primary Azimuth Mark                     Grid Az
 OJ0949:SPC MI S     -  44004 AZ MK                              002 13 38.0
 OJ0949:UTM  17      -  44004 AZ MK                              004 31 22.5
 OJ0949
 OJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3119667969(NAD 83)
 OJ0949
 OJ0949|---------------------------------------------------------------------|
 OJ0949| PID    Reference Object                     Distance      Geod. Az  |
 OJ0949|                                                           dddmmss.s |
 OJ0949| OJ0947 44004 AZ MK OFFSET                  APPROX. 0.6 KM 0030629.9 |
 OJ0949| OJ0946 44004 AZ MK                         APPROX. 0.6 KM 0030628.6 |
 OJ0949| OJ0948 44004 PT A                            5.814 METERS 00521     |
 OJ0949| CH0644 44004 RM 2                           18.243 METERS 08647     |
 OJ0949| CH0643 44004 RM 1                            8.067 METERS 35313     |
 OJ0949|---------------------------------------------------------------------|
 OJ0949
 OJ0949                          SUPERSEDED SURVEY CONTROL
 OJ0949
 OJ0949  NAD 83(1986)-  43 02 44.35776(N)    083 04 21.02906(W) AD(       ) 2
 OJ0949  NAD 27      -  43 02 44.25960(N)    083 04 21.25721(W) AD(       ) 2
 OJ0949  NGVD 29 (07/19/86)  253.8    (m)          833.     (f) VERT ANG       
 OJ0949
 OJ0949.Superseded values are not recommended for survey control.
 OJ0949
 OJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0949.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0949
 OJ0949_MARKER: DD = SURVEY DISK
 OJ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0949_STAMPING: 44004 1977
 OJ0949_MARK LOGO: MIDH
 OJ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0949+STABILITY: SURFACE MOTION
 OJ0949
 OJ0949  HISTORY     - Date     Condition        Report By
 OJ0949  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0949  HISTORY     - 19970524 GOOD             USPSQD
 OJ0949
 OJ0949                          STATION DESCRIPTION
 OJ0949
 OJ0949'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0949'THE STATION IS LOCATED ABOUT 12.4 MILES EAST OF LAPEER, 1.5
 OJ0949'MILES NORTH-NORTHEAST OF IMLAY CITY, ALONG STATE HIGHWAY M-53,
 OJ0949'IN THE NORTHEAST 1/4 OF SETION 8, T 7 N, R 12 E, AND ON STATE
 OJ0949'HIGHWAY RIGHT-OF-WAY.
 OJ0949'
 OJ0949'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 OJ0949'GO NORTH ALONG M-53 FOR 1.1 MILES TO THE STATION ON THE LEFT.
 OJ0949'TO REACH THE AZIMUTH MARK FROM THE STATION FO NORTH ALONG M-53
 OJ0949'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 OJ0949'
 OJ0949'STATION MARKS, STAMPED---44004 1977---, ARE MICHIGAN DEPARTMENT
 OJ0949'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0949'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0949'SURFACE.  IT IS 29.2 FEET WEST OF THE CENTERLINE OF M-53, 29
 OJ0949'FEET SOUTHEAST OF A 5 INCH TWIN BOX ELDER TREE, 13 FEET NORTH-
 OJ0949'NORTHWEST OF A 16 INCH ASH TREE AND 4 FEET SOUTH-SOUTHEAST OF A
 OJ0949'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0949'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0949'
 OJ0949'REFERENCE MARK 1, STAMPED---NO 1 44004 1977---, IS SET IN THE
 OJ0949'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0949'GROUND SURFACE.  IT IS 39 FEET NORTH OF A 16-INCH ASH TREE,
 OJ0949'32 FEET WEST OF THE CENTERLINE OF M-53 AND 22.3 FEET NORTH OF
 OJ0949'A WITNESS POST.
 OJ0949'
 OJ0949'REFERENCE MARK 2, STAMPED---NO 2 44004 1977---, IS SET IN THE
 OJ0949'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0949'GROUND SURFACE.  IT IS 61 FEET EAST OF A WITNESS POST, 29.5
 OJ0949'FEET EAST OF THE CENTERLINE OF M-53, 27 FEET SOUTH-SOUTHWEST
 OJ0949'OF A 24 INCH ASH TREE AND 8.4 FEET SOUTHEAST OF A GUARD POST.
 OJ0949'
 OJ0949'AZIMUTH MARKS, STAMPED---AZ MK 44004 1977---, ARE REFERENCE
 OJ0949'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0949'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0949'IT IS 43 FEET WEST OF THE CENTERLINE OF M-53, 19.2 FEET
 OJ0949'NORTHEAST OF A PROPERTY CORNER, 4.6 FEET SOUTH OF A WITNESS
 OJ0949'POST AND 4 FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND
 OJ0949'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0949'INCHES BELOW THE GROUND SURFACE.
 OJ0949'
 OJ0949'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0949'TRANSPORTATION DISKS.
 OJ0949'
 OJ0949'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0949'DESCRIBED BY G. ROSENDALE.
 OJ0949
 OJ0949                          STATION RECOVERY (1997)
 OJ0949
 OJ0949'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0946 ***********************************************************************
 OJ0946  DESIGNATION -  44004 AZ MK
 OJ0946  PID         -  OJ0946
 OJ0946  STATE/COUNTY-  MI/LAPEER
 OJ0946  COUNTRY     -  US
 OJ0946  USGS QUAD   -  IMLAY CITY (2017)
 OJ0946
 OJ0946                         *CURRENT SURVEY CONTROL
 OJ0946  ______________________________________________________________________
 OJ0946* NAD 83(1994) POSITION- 43 03 02.46851(N) 083 04 19.65858(W)   ADJUSTED
 OJ0946* NAVD 88 ORTHO HEIGHT -   253.1   (meters)      830.    (feet) VERTCON3
 OJ0946  ______________________________________________________________________
 OJ0946  GEOID HEIGHT    -        -34.704 (meters)                     GEOID18
 OJ0946  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 OJ0946  HORZ ORDER      -  SECOND
 OJ0946
 OJ0946.The horizontal coordinates were established by classical geodetic methods
 OJ0946.and adjusted by the National Geodetic Survey in February 1997.
 OJ0946
 OJ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0946
 OJ0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0946.GEOID18 height accuracy estimate available here.
 OJ0946
 OJ0946.Click photographs - Photos may exist for this station.
 OJ0946
 OJ0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0946
 OJ0946. The following values were computed from the NAD 83(1994) position.
 OJ0946
 OJ0946;                    North         East     Units Scale Factor Converg.
 OJ0946;SPC MI S     -   173,057.656 4,105,457.642   MT  0.99991105   +0 52 51.5
 OJ0946;SPC MI S     -   567,774.46 13,469,349.22   iFT  0.99991105   +0 52 51.5
 OJ0946;UTM  17      - 4,768,527.033   331,240.642   MT  0.99995036   -1 24 53.5
 OJ0946
 OJ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0946!SPC MI S     -   0.99996575  x   0.99991105  =   0.99987681
 OJ0946!UTM  17      -   0.99996575  x   0.99995036  =   0.99991612
 OJ0946
 OJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3124068527(NAD 83)
 OJ0946
 OJ0946                          SUPERSEDED SURVEY CONTROL
 OJ0946
 OJ0946  NAD 83(1986)-  43 03 02.46325(N)    083 04 19.68848(W) AD(       ) 2
 OJ0946  NAD 27      -  43 03 02.36523(N)    083 04 19.91671(W) AD(       ) 2
 OJ0946  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0946
 OJ0946.Superseded values are not recommended for survey control.
 OJ0946
 OJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0946.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0946
 OJ0946_MARKER: DR = REFERENCE MARK DISK
 OJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0946_STAMPING: AZ MK 44004 1977
 OJ0946_MARK LOGO: MIDH
 OJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0946+STABILITY: SURFACE MOTION
 OJ0946
 OJ0946  HISTORY     - Date     Condition        Report By
 OJ0946  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0946  HISTORY     - 19970524 GOOD             USPSQD
 OJ0946
 OJ0946                          STATION DESCRIPTION
 OJ0946
 OJ0946'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0946'THE STATION IS LOCATED ABOUT 12.4 MILES EAST OF LAPEER, 2
 OJ0946'MILES NORTH-NORTHEAST OF IMLAY CITY, ALONG STATE HIGHWAY M-53.
 OJ0946'
 OJ0946'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 OJ0946'GO NORTH ALONG M-53 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 OJ0946'
 OJ0946'AZIMUTH MARKS, STAMPED---AZ MK 44004 1977---, ARE REFERENCE
 OJ0946'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0946'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0946'IT IS 43 FEET WEST OF THE CENTERLINE OF M-53, 19.2 FEET
 OJ0946'NORTHEAST OF A PROPERTY CORNER, 4.6 FEET SOUTH OF A WITNESS
 OJ0946'POST AND 4 FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND
 OJ0946'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0946'INCHES BELOW THE GROUND SURFACE.
 OJ0946'
 OJ0946'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44004 MIDH.
 OJ0946'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0946'DESCRIBED BY G.P. ROSENDALE.
 OJ0946
 OJ0946                          STATION RECOVERY (1997)
 OJ0946
 OJ0946'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0945 ***********************************************************************
 OJ0945  DESIGNATION -  44005
 OJ0945  PID         -  OJ0945
 OJ0945  STATE/COUNTY-  MI/LAPEER
 OJ0945  COUNTRY     -  US
 OJ0945  USGS QUAD   -  IMLAY CITY (2017)
 OJ0945
 OJ0945                         *CURRENT SURVEY CONTROL
 OJ0945  ______________________________________________________________________
 OJ0945* NAD 83(1994) POSITION- 43 00 16.82923(N) 083 07 14.26713(W)   ADJUSTED
 OJ0945* NAVD 88 ORTHO HEIGHT -   268.4   (meters)      881.    (feet) VERTCON3
 OJ0945  ______________________________________________________________________
 OJ0945  GEOID HEIGHT    -        -34.737 (meters)                     GEOID18
 OJ0945  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 OJ0945  HORZ ORDER      -  SECOND
 OJ0945
 OJ0945.The horizontal coordinates were established by classical geodetic methods
 OJ0945.and adjusted by the National Geodetic Survey in February 1997.
 OJ0945
 OJ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0945
 OJ0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0945.GEOID18 height accuracy estimate available here.
 OJ0945
 OJ0945.Click photographs - Photos may exist for this station.
 OJ0945
 OJ0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0945
 OJ0945. The following values were computed from the NAD 83(1994) position.
 OJ0945
 OJ0945;                    North         East     Units Scale Factor Converg.
 OJ0945;SPC MI S     -   167,887.558 4,101,582.404   MT  0.99990905   +0 50 52.7
 OJ0945;SPC MI S     -   550,812.20 13,456,635.18   iFT  0.99990905   +0 50 52.7
 OJ0945;UTM  17      - 4,763,516.040   327,161.254   MT  0.99996751   -1 26 48.3
 OJ0945
 OJ0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0945!SPC MI S     -   0.99996336  x   0.99990905  =   0.99987242
 OJ0945!UTM  17      -   0.99996336  x   0.99996751  =   0.99993087
 OJ0945
 OJ0945:                Primary Azimuth Mark                     Grid Az
 OJ0945:SPC MI S     -  44005 MIDH AZ MK                         267 57 13.1
 OJ0945:UTM  17      -  44005 MIDH AZ MK                         270 14 54.1
 OJ0945
 OJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2716163516(NAD 83)
 OJ0945
 OJ0945|---------------------------------------------------------------------|
 OJ0945| PID    Reference Object                     Distance      Geod. Az  |
 OJ0945|                                                           dddmmss.s |
 OJ0945| CH0645 44005 RM 1                           14.767 METERS 01728     |
 OJ0945| OJ0944 44005 RM 2                           11.975 METERS 13823     |
 OJ0945| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 7.0 KM 2010501.6 |
 OJ0945| OJ0960 44005 MIDH AZ MK                    APPROX. 0.5 KM 2684805.8 |
 OJ0945|---------------------------------------------------------------------|
 OJ0945
 OJ0945                          SUPERSEDED SURVEY CONTROL
 OJ0945
 OJ0945  NAD 83(1986)-  43 00 16.82441(N)    083 07 14.29796(W) AD(       ) 2
 OJ0945  NAD 27      -  43 00 16.72484(N)    083 07 14.51994(W) AD(       ) 2
 OJ0945  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 OJ0945
 OJ0945.Superseded values are not recommended for survey control.
 OJ0945
 OJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0945.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0945
 OJ0945_MARKER: DD = SURVEY DISK
 OJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0945_STAMPING: 44005 1977
 OJ0945_MARK LOGO: MIDH
 OJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0945+STABILITY: SURFACE MOTION
 OJ0945
 OJ0945  HISTORY     - Date     Condition        Report By
 OJ0945  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0945
 OJ0945                          STATION DESCRIPTION
 OJ0945
 OJ0945'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0945'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DRYDEN, 2.6 MILES
 OJ0945'SOUTHWEST OF IMLAY CITY, ALONG NEWARK ROAD AND ON ROAD RIGHT-OF
 OJ0945'-WAY, AND IN THE NORTHWEST 1/4 OF SECTION 25, T 7 N, R 11 E.
 OJ0945'
 OJ0945'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0945'M-21 AND M-53 GO SOUTH ALONG M-53 FOR 1.7 MILES TO NEWARK ROAD,
 OJ0945'GO WEST ALONG NEWARK ROAD FOR 2.6 MILES TO THE STATION ON THE
 OJ0945'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE WEST FOR 0.35 MILE TO
 OJ0945'THE MARK ON THE RIGHT.
 OJ0945'
 OJ0945'STATION MARKS, STAMPED---44005 1977---, ARE MIDHIGAN DEPARTMENT
 OJ0945'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0945'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0945'SURFACE.  IT IS 54 FEET SOUTH-SOUTHEAST OF A 13 INCH TWIN ASH
 OJ0945'TREE, 27 FEET WEST OF A 30 INCH ASH TREE, 20.5 FEET SOUTH OF
 OJ0945'THE CENTERLINE OF NEWARK ROAD AND 4 FEET WEST OF A WITNESS
 OJ0945'POST.
 OJ0945'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0945'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0945'
 OJ0945'REFERENCE MARK 1, STAMPED---NO 1 44005 1977---, IS SET IN THE
 OJ0945'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0945'GROUND SURFACE.  IT IS 50 FEET NORTH-NORTHWEST OF A 30-INCH ASH
 OJ0945'TREE, 25 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 24
 OJ0945'FEET EAST-SOUTHEAST OF A 13 INCH TWIN ASH TREE.
 OJ0945'
 OJ0945'REFERENCE MARK 2, STAMPED---NO 2 44005 1977---, IS SET IN THE
 OJ0945'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0945'GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE CENTERLINE OF
 OJ0945'NEWARK ROAD, 27 FEET SOUTH OF A 30 INCH ASH TREE AND 4 FEET
 OJ0945'WEST OF A FENCE LINE.
 OJ0945'
 OJ0945'AZIMUTH MARKS, STAMPED---AZ 44005 1977---, ARE REFERENCE MARK
 OJ0945'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0945'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0945'IT IS 57 FEET EAST OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE
 OJ0945'CENTERLINE OF NEWARK ROAD, 10 FEET SOUTHWEST OF A 40 INCH
 OJ0945'STUMP AND 3.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0945'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0945'INCHES BELOW THE GROUND SURFACE.
 OJ0945'
 OJ0945'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0945'TRANSPORTATION DISKS.
 OJ0945'
 OJ0945'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0945'DESCRIBED BY G. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0960 ***********************************************************************
 OJ0960  DESIGNATION -  44005 MIDH AZ MK
 OJ0960  PID         -  OJ0960
 OJ0960  STATE/COUNTY-  MI/LAPEER
 OJ0960  COUNTRY     -  US
 OJ0960  USGS QUAD   -  ATTICA (2017)
 OJ0960
 OJ0960                         *CURRENT SURVEY CONTROL
 OJ0960  ______________________________________________________________________
 OJ0960* NAD 83(1994) POSITION- 43 00 16.47826(N) 083 07 37.08564(W)   ADJUSTED
 OJ0960* NAVD 88 ORTHO HEIGHT -   269.6   (meters)      885.    (feet) VERTCON3
 OJ0960  ______________________________________________________________________
 OJ0960  GEOID HEIGHT    -        -34.730 (meters)                     GEOID18
 OJ0960  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 OJ0960  HORZ ORDER      -  SECOND
 OJ0960
 OJ0960.The horizontal coordinates were established by classical geodetic methods
 OJ0960.and adjusted by the National Geodetic Survey in February 1997.
 OJ0960
 OJ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0960
 OJ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0960.GEOID18 height accuracy estimate available here.
 OJ0960
 OJ0960.Click photographs - Photos may exist for this station.
 OJ0960
 OJ0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0960
 OJ0960. The following values were computed from the NAD 83(1994) position.
 OJ0960
 OJ0960;                    North         East     Units Scale Factor Converg.
 OJ0960;SPC MI S     -   167,869.101 4,101,065.861   MT  0.99990905   +0 50 37.1
 OJ0960;SPC MI S     -   550,751.64 13,454,940.49   iFT  0.99990905   +0 50 37.1
 OJ0960;UTM  17      - 4,763,518.280   326,644.355   MT  0.99996971   -1 27 03.9
 OJ0960
 OJ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0960!SPC MI S     -   0.99996317  x   0.99990905  =   0.99987223
 OJ0960!UTM  17      -   0.99996317  x   0.99996971  =   0.99993288
 OJ0960
 OJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2664463518(NAD 83)
 OJ0960
 OJ0960                          SUPERSEDED SURVEY CONTROL
 OJ0960
 OJ0960  NAD 83(1986)-  43 00 16.47347(N)    083 07 37.11647(W) AD(       ) 2
 OJ0960  NAD 27      -  43 00 16.37390(N)    083 07 37.33770(W) AD(       ) 2
 OJ0960  NGVD 29 (07/19/86)  269.7    (m)          885.     (f) VERT ANG       
 OJ0960
 OJ0960.Superseded values are not recommended for survey control.
 OJ0960
 OJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0960.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0960
 OJ0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0960+STABILITY: SURFACE MOTION
 OJ0960
 OJ0960  HISTORY     - Date     Condition        Report By
 OJ0960  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0960
 OJ0960                          STATION DESCRIPTION
 OJ0960
 OJ0960'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0960'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DRYDEN, 2.6 MILES
 OJ0960'SOUTHWEST OF IMLAY CITY, ALONG NEWARK ROAD AND ON ROAD RIGHT-OF
 OJ0960'-WAY.
 OJ0960'
 OJ0960'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0960'M-21 AND M-53 GO SOUTH ALONG M-53 FOR 1.7 MILES TO NEWARK ROAD,
 OJ0960'GO WEST ALONG NEWARK ROAD FOR 2.95 MILES TO THE STATION ON THE
 OJ0960'RIGHT.
 OJ0960'
 OJ0960'AZIMUTH MARKS, STAMPED---AZ 44005 1977---, ARE REFERENCE MARK
 OJ0960'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0960'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0960'IT IS 57 FEET EAST OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE
 OJ0960'CENTERLINE OF NEWARK ROAD, 10 FEET SOUTHWEST OF A 40 INCH
 OJ0960'STUMP AND 3.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0960'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0960'INCHES BELOW THE GROUND SURFACE.
 OJ0960'
 OJ0960'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44005 MIDH.
 OJ0960'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0960'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0944 ***********************************************************************
 OJ0944  DESIGNATION -  44005 RM 2
 OJ0944  PID         -  OJ0944
 OJ0944  STATE/COUNTY-  MI/LAPEER
 OJ0944  COUNTRY     -  US
 OJ0944  USGS QUAD   -  IMLAY CITY (2017)
 OJ0944
 OJ0944                         *CURRENT SURVEY CONTROL
 OJ0944  ______________________________________________________________________
 OJ0944* NAD 83(1994) POSITION- 43 00 16.53911(N) 083 07 13.91599(W)   ADJUSTED
 OJ0944* NAVD 88 ORTHO HEIGHT -   268.3   (meters)      880.    (feet) VERTCON3
 OJ0944  ______________________________________________________________________
 OJ0944  GEOID HEIGHT    -        -34.738 (meters)                     GEOID18
 OJ0944  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 OJ0944  HORZ ORDER      -  SECOND
 OJ0944
 OJ0944.The horizontal coordinates were established by classical geodetic methods
 OJ0944.and adjusted by the National Geodetic Survey in February 1997.
 OJ0944
 OJ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0944
 OJ0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0944.GEOID18 height accuracy estimate available here.
 OJ0944
 OJ0944.Click photographs - Photos may exist for this station.
 OJ0944
 OJ0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0944
 OJ0944. The following values were computed from the NAD 83(1994) position.
 OJ0944
 OJ0944;                    North         East     Units Scale Factor Converg.
 OJ0944;SPC MI S     -   167,878.725 4,101,590.488   MT  0.99990905   +0 50 52.9
 OJ0944;SPC MI S     -   550,783.22 13,456,661.71   iFT  0.99990905   +0 50 52.9
 OJ0944;UTM  17      - 4,763,506.889   327,168.978   MT  0.99996748   -1 26 48.1
 OJ0944
 OJ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0944!SPC MI S     -   0.99996338  x   0.99990905  =   0.99987243
 OJ0944!UTM  17      -   0.99996338  x   0.99996748  =   0.99993086
 OJ0944
 OJ0944:                Primary Azimuth Mark                     Grid Az
 OJ0944:SPC MI S     -  ATWELL                                   273 32 33.9
 OJ0944:UTM  17      -  ATWELL                                   275 50 14.9
 OJ0944
 OJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2716863506(NAD 83)
 OJ0944
 OJ0944|---------------------------------------------------------------------|
 OJ0944| PID    Reference Object                     Distance      Geod. Az  |
 OJ0944|                                                           dddmmss.s |
 OJ0944| OJ0955 ATWELL                              APPROX. 2.0 KM 2742326.8 |
 OJ0944| OJ0945 44005                                11.975 METERS 31823     |
 OJ0944|---------------------------------------------------------------------|
 OJ0944
 OJ0944                          SUPERSEDED SURVEY CONTROL
 OJ0944
 OJ0944  NAD 83(1986)-  43 00 16.53429(N)    083 07 13.94683(W) AD(       ) 2
 OJ0944  NAD 27      -  43 00 16.43472(N)    083 07 14.16882(W) AD(       ) 2
 OJ0944  NGVD 29 (07/19/86)  268.4    (m)          881.     (f) VERT ANG       
 OJ0944
 OJ0944.Superseded values are not recommended for survey control.
 OJ0944
 OJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0944.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0944
 OJ0944_MARKER: DD = SURVEY DISK
 OJ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0944_STAMPING: NO 2 44005 1977
 OJ0944_MARK LOGO: MIDH
 OJ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0944+STABILITY: SURFACE MOTION
 OJ0944
 OJ0944  HISTORY     - Date     Condition        Report By
 OJ0944  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0944
 OJ0944                          STATION DESCRIPTION
 OJ0944
 OJ0944'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0944'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF THORNVILLE,
 OJ0944'2.9 MI (4.7 KM) SOUTHEAST OF ATTICA AND 2.6 MI (4.2 KM) WEST-SOUTHWEST
 OJ0944'OF IMLAY CITY.
 OJ0944'
 OJ0944'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53, GO
 OJ0944'SOUTH ALONG M-53 FOR 1.7 MI (2.7 KM) TO NEWARK ROAD.  TURN RIGHT AND
 OJ0944'GO WEST ALONG NEWARK ROAD FOR 2.6 MI (4.2 KM) TO THE MARK ON THE
 OJ0944'RIGHT.
 OJ0944'
 OJ0944'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0944'MONUMENT FLUSH WITH THE GROUND SURFACE, 51 FT (15.5 M) SOUTH OF THE
 OJ0944'CENTERLINE OF NEWARK ROAD, 27 FT (8.2 M) SOUTH OF A 30 INCH (76 CM)
 OJ0944'ASH TREE AND 4 FT (1.2 M) WEST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1238 ***********************************************************************
 NE1238  DESIGNATION -  44006
 NE1238  PID         -  NE1238
 NE1238  STATE/COUNTY-  MI/LAPEER
 NE1238  COUNTRY     -  US
 NE1238  USGS QUAD   -  ALMONT (2017)
 NE1238
 NE1238                         *CURRENT SURVEY CONTROL
 NE1238  ______________________________________________________________________
 NE1238* NAD 83(1994) POSITION- 42 54 27.75777(N) 083 02 39.24101(W)   ADJUSTED
 NE1238* NAVD 88 ORTHO HEIGHT -   258.6   (meters)      848.    (feet) VERTCON3
 NE1238  ______________________________________________________________________
 NE1238  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 NE1238  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 NE1238  HORZ ORDER      -  SECOND
 NE1238
 NE1238.The horizontal coordinates were established by classical geodetic methods
 NE1238.and adjusted by the National Geodetic Survey in February 1997.
 NE1238
 NE1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1238
 NE1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1238.GEOID18 height accuracy estimate available here.
 NE1238
 NE1238.Click photographs - Photos may exist for this station.
 NE1238
 NE1238.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1238
 NE1238. The following values were computed from the NAD 83(1994) position.
 NE1238
 NE1238;                    North         East     Units Scale Factor Converg.
 NE1238;SPC MI S     -   157,212.935 4,107,979.230   MT  0.99990696   +0 53 59.8
 NE1238;SPC MI S     -   515,790.47 13,477,622.15   iFT  0.99990696   +0 53 59.8
 NE1238;UTM  17      - 4,752,593.476   333,126.084   MT  0.99994259   -1 23 31.5
 NE1238
 NE1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1238!SPC MI S     -   0.99996492  x   0.99990696  =   0.99987189
 NE1238!UTM  17      -   0.99996492  x   0.99994259  =   0.99990751
 NE1238
 NE1238:                Primary Azimuth Mark                     Grid Az
 NE1238:SPC MI S     -  44006 MIDH AZ MK                         177 57 51.4
 NE1238:UTM  17      -  44006 MIDH AZ MK                         180 15 22.7
 NE1238
 NE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312652593(NAD 83)
 NE1238
 NE1238|---------------------------------------------------------------------|
 NE1238| PID    Reference Object                     Distance      Geod. Az  |
 NE1238|                                                           dddmmss.s |
 NE1238| NE1237 44006 RM 2                            6.317 METERS 17728     |
 NE1238| NE1229 44006 MIDH AZ MK                    APPROX. 1.1 KM 1785151.2 |
 NE1238| NE1239 44006 PT A                            8.014 METERS 21022     |
 NE1238| CH0646 44006 RM 1                            6.453 METERS 35808     |
 NE1238|---------------------------------------------------------------------|
 NE1238
 NE1238                          SUPERSEDED SURVEY CONTROL
 NE1238
 NE1238  NAD 83(1986)-  42 54 27.75264(N)    083 02 39.27355(W) AD(       ) 2
 NE1238  NAD 27      -  42 54 27.65044(N)    083 02 39.50472(W) AD(       ) 2
 NE1238  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 NE1238
 NE1238.Superseded values are not recommended for survey control.
 NE1238
 NE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1238.See file dsdata.pdf to determine how the superseded data were derived.
 NE1238
 NE1238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1238
 NE1238  HISTORY     - Date     Condition        Report By
 NE1238  HISTORY     - 1977     MONUMENTED       MIDH
 NE1238  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1238
 NE1238                          STATION DESCRIPTION
 NE1238
 NE1238'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1238'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROMEO, 1 MILE
 NE1238'SOUTH OF ALMONT, ALONG STATE HIGHWAY M-53 RIGHT-OF-WAY AND IN
 NE1238'THE SOUTHWEST 1/4 OF SECTION 27, T 6 N, R 12 E.
 NE1238'
 NE1238'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH
 NE1238'ALONG HIGHWAY M-53 (MAIN STREET) FOR 0.9 MILE TO THE STATION ON
 NE1238'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH
 NE1238'ALONG HIGHWAY M-53 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 NE1238'
 NE1238'STATION MARKS, STAMPED---44006 1977---, ARE MICHIGAN DEPARTMENT
 NE1238'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1238'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1238'SURFACE.  IT IS 123 FEET SOUTHEAST OF A 10 INCH CHESTNUT TREE,
 NE1238'33 FEET EAST OF THE CENTERLINE OF M-53, 5 FEET WEST OF A FENCE
 NE1238'AND 3.7 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 NE1238'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1238'THE GROUND SURFACE.
 NE1238'
 NE1238'REFERENCE MARK 1, STAMPED---NO 1 44006 1977---, IS SET IN THE
 NE1238'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1238'GROUND SURFACE.  IT IS 33 FEET EAST OF THE CENTERLINE OF M-53
 NE1238'17.3 FEET NORTTH OF A WITNESS POST AND 5 FEET WEST OF A FENCE.
 NE1238'
 NE1238'REFERENCE MARK 2, STAMPED---NO 2 44006 1977---, IS SET IN THE
 NE1238'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1238'GROUND SURFACE.  IT IS 33 FEET EAST OF THE CENTERLINE OF M-53
 NE1238'24.4 FEET SOUTH OF A WITNESS POST AND 4.8 FEET WEST OF A FENCE.
 NE1238'
 NE1238'AZIMUTH MARKS, STAMPED---AZ 44006 1977---, ARE REFERENCE MARK
 NE1238'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1238'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1238'IT IS 39.5 FEET SOUTHEAST OF A 2 INCH PLUM TREE, 34 FEET WEST
 NE1238'OF THE CENTERLINE OF M-53, 9 FEET NORTHEAST OF A POWER POLE
 NE1238'AND 4.1 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK
 NE1238'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1238'BELOW THE GROUND SURFACE.
 NE1238'
 NE1238'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1238'TRANSPORTATION DISKS.
 NE1238'
 NE1238'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1238'DESCRIBED BY G. ROSENDALE.
 NE1238
 NE1238                          STATION RECOVERY (1997)
 NE1238
 NE1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1229 ***********************************************************************
 NE1229  DESIGNATION -  44006 MIDH AZ MK
 NE1229  PID         -  NE1229
 NE1229  STATE/COUNTY-  MI/LAPEER
 NE1229  COUNTRY     -  US
 NE1229  USGS QUAD   -  ALMONT (2017)
 NE1229
 NE1229                         *CURRENT SURVEY CONTROL
 NE1229  ______________________________________________________________________
 NE1229* NAD 83(1994) POSITION- 42 53 53.40783(N) 083 02 38.31474(W)   ADJUSTED
 NE1229* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) VERTCON3
 NE1229  ______________________________________________________________________
 NE1229  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 NE1229  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 NE1229  HORZ ORDER      -  SECOND
 NE1229
 NE1229.The horizontal coordinates were established by classical geodetic methods
 NE1229.and adjusted by the National Geodetic Survey in February 1997.
 NE1229
 NE1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1229
 NE1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1229.GEOID18 height accuracy estimate available here.
 NE1229
 NE1229.Click photographs - Photos may exist for this station.
 NE1229
 NE1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1229
 NE1229. The following values were computed from the NAD 83(1994) position.
 NE1229
 NE1229;                    North         East     Units Scale Factor Converg.
 NE1229;SPC MI S     -   156,153.504 4,108,016.888   MT  0.99990690   +0 54 00.5
 NE1229;SPC MI S     -   512,314.65 13,477,745.70   iFT  0.99990690   +0 54 00.5
 NE1229;UTM  17      - 4,751,533.349   333,121.344   MT  0.99994261   -1 23 29.9
 NE1229
 NE1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1229!SPC MI S     -   0.99996409  x   0.99990690  =   0.99987100
 NE1229!UTM  17      -   0.99996409  x   0.99994261  =   0.99990671
 NE1229
 NE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312151533(NAD 83)
 NE1229
 NE1229                          SUPERSEDED SURVEY CONTROL
 NE1229
 NE1229  NAD 83(1986)-  42 53 53.40271(N)    083 02 38.34741(W) AD(       ) 2
 NE1229  NAD 27      -  42 53 53.30024(N)    083 02 38.57860(W) AD(       ) 2
 NE1229  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 NE1229
 NE1229.Superseded values are not recommended for survey control.
 NE1229
 NE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1229.See file dsdata.pdf to determine how the superseded data were derived.
 NE1229
 NE1229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1229+STABILITY: SURFACE MOTION
 NE1229
 NE1229  HISTORY     - Date     Condition        Report By
 NE1229  HISTORY     - 1977     MONUMENTED       MIDH
 NE1229  HISTORY     - 19970706 GOOD             USPSQD
 NE1229  HISTORY     - 20060808 MARK NOT FOUND   INDIV
 NE1229
 NE1229                          STATION DESCRIPTION
 NE1229
 NE1229'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1229'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROMEO, 1.5 MILES
 NE1229'SOUTH OF ALMONT, ALONG STATE HIGHWAY M-53 RIGHT-OF-WAY.
 NE1229'
 NE1229'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH
 NE1229'ALONG HIGHWAY M-53 (MAIN STREET) FOR 1.6 MILES TO THE STATION
 NE1229'ON THE RIGHT.
 NE1229'
 NE1229'AZIMUTH MARKS, STAMPED---AZ 44006 1977---, ARE REFERENCE MARK
 NE1229'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1229'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1229'IT IS 39.5 FEET SOUTHEAST OF A 2 INCH PLUM TREE, 34 FEET WEST
 NE1229'OF THE CENTERLINE OF M-53, 9 FEET NORTHEAST OF A POWER POLE
 NE1229'AND 4.1 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK
 NE1229'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1229'BELOW THE GROUND SURFACE.
 NE1229'
 NE1229'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44006 MIDH.
 NE1229'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1229'DESCRIBED BY G.P. ROSENDALE.
 NE1229
 NE1229                          STATION RECOVERY (1997)
 NE1229
 NE1229'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1229'RECOVERED IN GOOD CONDITION.
 NE1229
 NE1229                          STATION RECOVERY (2006)
 NE1229
 NE1229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1229'CORNER DESTROYED, DUE TO THE WIDENING OF STATE HIGHWAY M-53 (VAN
 NE1229'DYKE).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1237 ***********************************************************************
 NE1237  DESIGNATION -  44006 RM 2
 NE1237  PID         -  NE1237
 NE1237  STATE/COUNTY-  MI/LAPEER
 NE1237  COUNTRY     -  US
 NE1237  USGS QUAD   -  ALMONT (2017)
 NE1237
 NE1237                         *CURRENT SURVEY CONTROL
 NE1237  ______________________________________________________________________
 NE1237* NAD 83(1994) POSITION- 42 54 27.55326(N) 083 02 39.22871(W)   NO CHECK
 NE1237* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 NE1237  ______________________________________________________________________
 NE1237  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 NE1237  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 NE1237  HORZ ORDER      -  SECOND
 NE1237
 NE1237.The horizontal coordinates were established by classical geodetic methods
 NE1237.and adjusted by the National Geodetic Survey in February 1997.
 NE1237
 NE1237.No horizontal observational check was made to the station.
 NE1237
 NE1237.The orthometric height was scaled from a topographic map.
 NE1237
 NE1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1237.GEOID18 height accuracy estimate available here.
 NE1237
 NE1237.Click photographs - Photos may exist for this station.
 NE1237
 NE1237.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1237
 NE1237. The following values were computed from the NAD 83(1994) position.
 NE1237
 NE1237;                    North         East     Units Scale Factor Converg.
 NE1237;SPC MI S     -   157,206.630 4,107,979.608   MT  0.99990696   +0 53 59.8
 NE1237;SPC MI S     -   515,769.78 13,477,623.39   iFT  0.99990696   +0 53 59.8
 NE1237;UTM  17      - 4,752,587.160   333,126.209   MT  0.99994259   -1 23 31.5
 NE1237
 NE1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1237!SPC MI S     -   0.99996503  x   0.99990696  =   0.99987200
 NE1237!UTM  17      -   0.99996503  x   0.99994259  =   0.99990762
 NE1237
 NE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312652587(NAD 83)
 NE1237
 NE1237                          SUPERSEDED SURVEY CONTROL
 NE1237
 NE1237  NAD 83(1986)-  42 54 27.54813(N)    083 02 39.26125(W) AD(       ) 2
 NE1237  NAD 27      -  42 54 27.44593(N)    083 02 39.49241(W) AD(       ) 2
 NE1237
 NE1237.Superseded values are not recommended for survey control.
 NE1237
 NE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1237.See file dsdata.pdf to determine how the superseded data were derived.
 NE1237
 NE1237_MARKER: DD = SURVEY DISK
 NE1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1237_STAMPING: NO 2 44006 1977
 NE1237_MARK LOGO: MIDH
 NE1237_PROJECTION: FLUSH
 NE1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1237+STABILITY: SURFACE MOTION
 NE1237
 NE1237  HISTORY     - Date     Condition        Report By
 NE1237  HISTORY     - 1977     MONUMENTED       MIDH
 NE1237
 NE1237                          STATION DESCRIPTION
 NE1237
 NE1237'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1237'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF ROMEO,
 NE1237'5.1 MI (8.2 KM) WEST OF ALLENTON AND 0.9 MI (1.4 KM) SOUTH OF ALMONT.
 NE1237'
 NE1237'TO REACH FROM THE POST OFFICE IN ALMONT, GO SOUTH ALONG HIGHWAY M-53
 NE1237'(MAIN STREET) FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT.
 NE1237'
 NE1237'IT IS 33 FEET EAST OF THE CENTERLINE OF M-53, 24.4 FT SOUTH OF
 NE1237'A WITNESS POST AND 4.8 FT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0653 ***********************************************************************
 OJ0653  DESIGNATION -  44007
 OJ0653  PID         -  OJ0653
 OJ0653  STATE/COUNTY-  MI/LAPEER
 OJ0653  COUNTRY     -  US
 OJ0653  USGS QUAD   -  ATTICA (2017)
 OJ0653
 OJ0653                         *CURRENT SURVEY CONTROL
 OJ0653  ______________________________________________________________________
 OJ0653* NAD 83(1994) POSITION- 43 00 08.19220(N) 083 12 13.31166(W)   ADJUSTED
 OJ0653* NAVD 88 ORTHO HEIGHT -   296.595 (meters)      973.08  (feet) ADJUSTED
 OJ0653  ______________________________________________________________________
 OJ0653  GEOID HEIGHT    -        -34.650 (meters)                     GEOID18
 OJ0653  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 OJ0653  DYNAMIC HEIGHT  -        296.512 (meters)      972.81  (feet) COMP
 OJ0653  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 OJ0653
 OJ0653  HORZ ORDER      -  SECOND
 OJ0653  VERT ORDER      -  SECOND    CLASS II
 OJ0653
 OJ0653.The horizontal coordinates were established by classical geodetic methods
 OJ0653.and adjusted by the National Geodetic Survey in February 1997.
 OJ0653
 OJ0653.The orthometric height was determined by differential leveling and
 OJ0653.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0653.in June 1991.
 OJ0653
 OJ0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0653.GEOID18 height accuracy estimate available here.
 OJ0653
 OJ0653.Click photographs - Photos may exist for this station.
 OJ0653
 OJ0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0653
 OJ0653.The dynamic height is computed by dividing the NAVD 88
 OJ0653.geopotential number by the normal gravity value computed on the
 OJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0653.degrees latitude (g = 980.6199 gals.).
 OJ0653
 OJ0653.The modeled gravity was interpolated from observed gravity values.
 OJ0653
 OJ0653. The following values were computed from the NAD 83(1994) position.
 OJ0653
 OJ0653;                    North         East     Units Scale Factor Converg.
 OJ0653;SPC MI S     -   167,524.192 4,094,814.469   MT  0.99990897   +0 47 29.2
 OJ0653;SPC MI S     -   549,620.05 13,434,430.67   iFT  0.99990897   +0 47 29.2
 OJ0653;UTM  17      - 4,763,423.950   320,383.702   MT  0.99999690   -1 30 12.2
 OJ0653
 OJ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0653!SPC MI S     -   0.99995892  x   0.99990897  =   0.99986790
 OJ0653!UTM  17      -   0.99995892  x   0.99999690  =   0.99995582
 OJ0653
 OJ0653:                Primary Azimuth Mark                     Grid Az
 OJ0653:SPC MI S     -  PRATT                                    301 08 19.5
 OJ0653:UTM  17      -  PRATT                                    303 26 00.9
 OJ0653
 OJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2038363423(NAD 83)
 OJ0653
 OJ0653|---------------------------------------------------------------------|
 OJ0653| PID    Reference Object                     Distance      Geod. Az  |
 OJ0653|                                                           dddmmss.s |
 OJ0653| CH0648 44007 RM 2                           21.335 METERS 02141     |
 OJ0653| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 2.1 KM 0840539.1 |
 OJ0653| CH0647 44007 RM 1                            6.796 METERS 28423     |
 OJ0653| OJ0958 PRATT                               APPROX. 1.8 KM 3015548.7 |
 OJ0653|---------------------------------------------------------------------|
 OJ0653
 OJ0653                          SUPERSEDED SURVEY CONTROL
 OJ0653
 OJ0653  NAD 83(1986)-  43 00 08.18786(N)    083 12 13.34241(W) AD(       ) 2
 OJ0653  NAD 27      -  43 00 08.08805(N)    083 12 13.55442(W) AD(       ) 2
 OJ0653  NGVD 29 (??/??/92)  296.724  (m)          973.50   (f) ADJ UNCH    2 2
 OJ0653  NGVD 29             296.72   (m)          973.5    (f) LEVELING    3  
 OJ0653
 OJ0653.Superseded values are not recommended for survey control.
 OJ0653
 OJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0653.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0653
 OJ0653_MARKER: DS = TRIANGULATION STATION DISK
 OJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0653_STAMPING: 44007 1977
 OJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0653+STABILITY: SURFACE MOTION
 OJ0653
 OJ0653  HISTORY     - Date     Condition        Report By
 OJ0653  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0653  HISTORY     - 1977     GOOD             MIDH
 OJ0653
 OJ0653                          STATION DESCRIPTION
 OJ0653
 OJ0653'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0653'THE STATION IS ABOUT 6.8 MILES SOUTHEAST OF LAPEER, 6.5 MILES
 OJ0653'WEST-SOUTHWEST OF IMLAY CITY AND 3.5 MILES SOUTHWEST OF ATTICA
 OJ0653'ALONG NEWARK ROAD RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF
 OJ0653'SECTION 29, T 7 N, R 11 E.
 OJ0653'
 OJ0653'TO REACH FROM THE POST OFFICE IN ATTICA, GO SOUTH ALONG
 OJ0653'LAKE PLEASANT ROAD FOR 2 MILE TO NEWARK ROAD, GO WEST ALONG
 OJ0653'NEWARK ROAD FOR 2 MILES TO THE STATION ON THE LEFT.
 OJ0653'
 OJ0653'STATION MARKS, STAMPED---44007 1977---, ARE MICHIGAN DEPARTMENT
 OJ0653'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0653'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0653'SURFACE.  IT IS 38 FEET EAST-NORTHEAST OF A POWER POLE, 32.4
 OJ0653'FEET SOUTH-SOUTHEAST OF A MONUMENT BOX IN THE CENTER OF NEWARK
 OJ0653'ROAD, 29.5 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 4
 OJ0653'FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0653'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0653'GROUND SURFACE.
 OJ0653'
 OJ0653'REFERENCE MARK 1, STAMPED---NO 1 44007 1977---, IS SET IN THE
 OJ0653'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0653'GROUND SURFACE.  IT IS 28.3 FEET SOUTHWEST OF A MONUMENT BOX IN
 OJ0653'THE CENTER OF NEWARK ROAD, 22.6 FEET SOUTH OF THE CENTERLINE
 OJ0653'OF NEWARK ROAD AND 18 FEET WEST-NORTHWEST OF A WITNESS POST.
 OJ0653'
 OJ0653'REFERENCE MARK 2, STAMPED---NO 2 44007 1977---, IS SET IN THE
 OJ0653'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0653'GROUND SURFACE.  IT IS 49 FEET NORTHEAST OF A MONUMENT BOX IN
 OJ0653'THE CENTER OF NEWARK ROAD, 34 FEET NORTH OF THE CENTERLINE OF
 OJ0653'NEWARK ROAD AND 11.2 FEET EAST OF A STREET SIGN POST.
 OJ0653'
 OJ0653'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0653'TRANSPORTATION DISKS.
 OJ0653'
 OJ0653'HEIGHT OF LIGHT ABOVE STATION WAS 1.2 METERS.
 OJ0653'DESCRIBED BY G ROSENDALE.
 OJ0653
 OJ0653                          STATION RECOVERY (1977)
 OJ0653
 OJ0653'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0653'3.5 MI SW FROM ATTICA.
 OJ0653'LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP, SECTION 29. FROM THE POST
 OJ0653'OFFICE AT ATTICA, GO SOUTH 2.0 MILES ALONG LAKE PLEASANT ROAD TO
 OJ0653'NEWARK ROAD, GO WEST ALONG NEWARK ROAD 2.0 MILES TO MARK ON LEFT. IT
 OJ0653'IS 38 FEET EASTNORTHEAST OF A POWER POLE, 32.4 FEET SOUTHSOUTHEAST
 OJ0653'OF A MONUMENT BOX IN THE CENTERLINE OF NEWARK ROAD, 29.5 FEET SOUTH OF
 OJ0653'THE CENTERLINE OF NEWARK ROAD AND 4 FEET EAST OF A METAL WITNESS POST.
 OJ0653'A STANDARD DISK STAMPED 44007 1977 SET IN TOP OF A 12 INCH CONCRETE
 OJ0653'POST FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0654 ***********************************************************************
 OJ0654  DESIGNATION -  44008
 OJ0654  PID         -  OJ0654
 OJ0654  STATE/COUNTY-  MI/LAPEER
 OJ0654  COUNTRY     -  US
 OJ0654  USGS QUAD   -  ATTICA (2017)
 OJ0654
 OJ0654                         *CURRENT SURVEY CONTROL
 OJ0654  ______________________________________________________________________
 OJ0654* NAD 83(1994) POSITION- 43 00 09.98196(N) 083 11 27.34991(W)   ADJUSTED
 OJ0654* NAVD 88 ORTHO HEIGHT -   281.899 (meters)      924.86  (feet) ADJUSTED
 OJ0654  ______________________________________________________________________
 OJ0654  GEOID HEIGHT    -        -34.663 (meters)                     GEOID18
 OJ0654  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 OJ0654  DYNAMIC HEIGHT  -        281.820 (meters)      924.60  (feet) COMP
 OJ0654  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 OJ0654
 OJ0654  HORZ ORDER      -  SECOND
 OJ0654  VERT ORDER      -  SECOND    CLASS II
 OJ0654
 OJ0654.The horizontal coordinates were established by classical geodetic methods
 OJ0654.and adjusted by the National Geodetic Survey in February 1997.
 OJ0654
 OJ0654.The orthometric height was determined by differential leveling and
 OJ0654.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0654.in June 1991.
 OJ0654
 OJ0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0654.GEOID18 height accuracy estimate available here.
 OJ0654
 OJ0654.Click photographs - Photos may exist for this station.
 OJ0654
 OJ0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0654
 OJ0654.The dynamic height is computed by dividing the NAVD 88
 OJ0654.geopotential number by the normal gravity value computed on the
 OJ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0654.degrees latitude (g = 980.6199 gals.).
 OJ0654
 OJ0654.The modeled gravity was interpolated from observed gravity values.
 OJ0654
 OJ0654. The following values were computed from the NAD 83(1994) position.
 OJ0654
 OJ0654;                    North         East     Units Scale Factor Converg.
 OJ0654;SPC MI S     -   167,593.869 4,095,854.510   MT  0.99990898   +0 48 00.4
 OJ0654;SPC MI S     -   549,848.65 13,437,842.88   iFT  0.99990898   +0 48 00.4
 OJ0654;UTM  17      - 4,763,451.929   321,425.788   MT  0.99999231   -1 29 40.9
 OJ0654
 OJ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0654!SPC MI S     -   0.99996123  x   0.99990898  =   0.99987021
 OJ0654!UTM  17      -   0.99996123  x   0.99999231  =   0.99995354
 OJ0654
 OJ0654:                Primary Azimuth Mark                     Grid Az
 OJ0654:SPC MI S     -  44007                                    266 10 02.1
 OJ0654:UTM  17      -  44007                                    268 27 43.4
 OJ0654
 OJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2142563451(NAD 83)
 OJ0654
 OJ0654|---------------------------------------------------------------------|
 OJ0654| PID    Reference Object                     Distance      Geod. Az  |
 OJ0654|                                                           dddmmss.s |
 OJ0654| CH0649 44008 RM 1                           16.267 METERS 07943     |
 OJ0654| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 1.1 KM 0812240.0 |
 OJ0654| CH0650 44008 RM 2                           15.098 METERS 17630     |
 OJ0654| OJ0653 44007                               APPROX. 1.0 KM 2665802.5 |
 OJ0654|---------------------------------------------------------------------|
 OJ0654
 OJ0654                          SUPERSEDED SURVEY CONTROL
 OJ0654
 OJ0654  NAD 83(1986)-  43 00 09.97755(N)    083 11 27.38068(W) AD(       ) 2
 OJ0654  NAD 27      -  43 00 09.87772(N)    083 11 27.59423(W) AD(       ) 2
 OJ0654  NGVD 29 (??/??/92)  282.028  (m)          925.29   (f) ADJ UNCH    2 2
 OJ0654  NGVD 29             282.03   (m)          925.3    (f) LEVELING    3  
 OJ0654
 OJ0654.Superseded values are not recommended for survey control.
 OJ0654
 OJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0654.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0654
 OJ0654_MARKER: DS = TRIANGULATION STATION DISK
 OJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0654_STAMPING: 44008 1977
 OJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0654+STABILITY: SURFACE MOTION
 OJ0654
 OJ0654  HISTORY     - Date     Condition        Report By
 OJ0654  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0654  HISTORY     - 1977     GOOD             MIDH
 OJ0654
 OJ0654                          STATION DESCRIPTION
 OJ0654
 OJ0654'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0654'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF IMLAY
 OJ0654'CITY AND 2.5 MILES SOUTHWEST OF ATTICA ALONG ROAD RIGHT-OF-WAY
 OJ0654'IN THE SOUTHEAST 1/4 OF SECTION 20, T 7 N, R 11 E.
 OJ0654'
 OJ0654'TO REACH THE STATION FROM THE POST OFFICE IN ATTICA, GO SOUTH
 OJ0654'ALONG LAKE PLEASANT ROAD FOR 2 MILES TO NEWARK ROAD, GO WEST
 OJ0654'ALONG NEWARK ROAD FOR 1.3 MILES TO STATION ON THE RIGHT.
 OJ0654'
 OJ0654'STATION MARKS, STAMPED---44008 1977---, ARE MICHIGAN DEPARTMENT
 OJ0654'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0654'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0654'SURFACE.  IT IS 57 FEET SOUTH-SOUTHEAST OF A 14 INCH MAPLE TREE
 OJ0654'33 FEET EAST-SOUTHEAST OF A 13 INCH MAPLE TREE, 21 FEET NORTH
 OJ0654'OF THE CENTERLINE OF NEWARK ROAD, AND 4.5 FEET WEST OF A
 OJ0654'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0654'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0654'
 OJ0654'REFERENCE MARK 1, STAMPED---NO 1 44008 1977---, IS SET IN THE
 OJ0654'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0654'GROUND SURFACE.  IT IS 81 FEET EAST OF A 30 INCH MAPLE TREE,
 OJ0654'48.8 FEET EAST-NORTHEAST OF A WITNESS POST, AND 28.5 FEET
 OJ0654'NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0654'
 OJ0654'REFERENCE MARK 2, STAMPED---NO 2 44008 1977---, IS SET IN THE
 OJ0654'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0654'GROUND SURFACE.  IT IS 49.5 FEET SOUTH OF A WITNESS POST, 28.5
 OJ0654'FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 4 FEET NORTH OF
 OJ0654'A FENCE LINE.
 OJ0654'
 OJ0654'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0654'TRANSPORTATION DISKS.
 OJ0654'
 OJ0654'HEIGHT OF LIGHT ABOVE STATION WAS 1.1 METERS.
 OJ0654'DESCRIBED BY G.P. ROSENDALE.
 OJ0654
 OJ0654                          STATION RECOVERY (1977)
 OJ0654
 OJ0654'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0654'2.5 MI SW FROM ATTICA.
 OJ0654'IN LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP,SECTION 20, FROM THE
 OJ0654'ATTICA POST OFFICE, GO SOUTH ALONG LAKE PLEASANT ROAD 2.0 MILES TO
 OJ0654'NEWARK ROAD, GO WEST ALONG NEWARK ROAD 1.3 MILES TO MARK ON RIGHT. IT
 OJ0654'IS 57 FEET SOUTHSOUTHEAST OF A 14 INCH MAPLE, 33 FEET EASTSOUTHEAST
 OJ0654'OF A 13 INCH MAPLE, 21 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD
 OJ0654'AND 4.5 FEET WEST OF A METAL WITNESS POST. A STANDARD DISK STAMPED
 OJ0654'44008 1977 SET IN TOP OF A 12 INCH CONCRETE POST FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0656 ***********************************************************************
 OJ0656  DESIGNATION -  44009
 OJ0656  PID         -  OJ0656
 OJ0656  STATE/COUNTY-  MI/LAPEER
 OJ0656  COUNTRY     -  US
 OJ0656  USGS QUAD   -  ATTICA (2017)
 OJ0656
 OJ0656                         *CURRENT SURVEY CONTROL
 OJ0656  ______________________________________________________________________
 OJ0656* NAD 83(1994) POSITION- 43 00 11.01119(N) 083 10 30.69167(W)   ADJUSTED
 OJ0656* NAVD 88 ORTHO HEIGHT -   277.252 (meters)      909.62  (feet) ADJUSTED
 OJ0656  ______________________________________________________________________
 OJ0656  GEOID HEIGHT    -        -34.680 (meters)                     GEOID18
 OJ0656  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 OJ0656  DYNAMIC HEIGHT  -        277.174 (meters)      909.36  (feet) COMP
 OJ0656  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 OJ0656
 OJ0656  HORZ ORDER      -  SECOND
 OJ0656  VERT ORDER      -  SECOND    CLASS II
 OJ0656
 OJ0656.The horizontal coordinates were established by classical geodetic methods
 OJ0656.and adjusted by the National Geodetic Survey in February 1997.
 OJ0656
 OJ0656.The orthometric height was determined by differential leveling and
 OJ0656.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0656.in June 1991.
 OJ0656
 OJ0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0656.GEOID18 height accuracy estimate available here.
 OJ0656
 OJ0656.Click photographs - Photos may exist for this station.
 OJ0656
 OJ0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0656
 OJ0656.The dynamic height is computed by dividing the NAVD 88
 OJ0656.geopotential number by the normal gravity value computed on the
 OJ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0656.degrees latitude (g = 980.6199 gals.).
 OJ0656
 OJ0656.The modeled gravity was interpolated from observed gravity values.
 OJ0656
 OJ0656. The following values were computed from the NAD 83(1994) position.
 OJ0656
 OJ0656;                    North         East     Units Scale Factor Converg.
 OJ0656;SPC MI S     -   167,643.662 4,097,137.084   MT  0.99990899   +0 48 39.0
 OJ0656;SPC MI S     -   550,012.01 13,442,050.80   iFT  0.99990899   +0 48 39.0
 OJ0656;UTM  17      - 4,763,450.327   322,709.431   MT  0.99998669   -1 29 02.2
 OJ0656
 OJ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0656!SPC MI S     -   0.99996196  x   0.99990899  =   0.99987095
 OJ0656!UTM  17      -   0.99996196  x   0.99998669  =   0.99994865
 OJ0656
 OJ0656:                Primary Azimuth Mark                     Grid Az
 OJ0656:SPC MI S     -  ATWELL                                   081 39 35.5
 OJ0656:UTM  17      -  ATWELL                                   083 57 16.7
 OJ0656
 OJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2270963450(NAD 83)
 OJ0656
 OJ0656|---------------------------------------------------------------------|
 OJ0656| PID    Reference Object                     Distance      Geod. Az  |
 OJ0656|                                                           dddmmss.s |
 OJ0656| CH0651 44009 RM 1                           13.986 METERS 00112     |
 OJ0656| OJ0955 ATWELL                              APPROX. 2.5 KM 0822814.5 |
 OJ0656| CH0652 44009 RM 2                            8.286 METERS 11124     |
 OJ0656| OJ0957 ATTICA UNIDENTIFIED MAST            239.780 METERS 30331     |
 OJ0656|---------------------------------------------------------------------|
 OJ0656
 OJ0656                          SUPERSEDED SURVEY CONTROL
 OJ0656
 OJ0656  NAD 83(1986)-  43 00 11.00670(N)    083 10 30.72247(W) AD(       ) 2
 OJ0656  NAD 27      -  43 00 10.90690(N)    083 10 30.93794(W) AD(       ) 2
 OJ0656  NGVD 29 (??/??/92)  277.380  (m)          910.04   (f) ADJ UNCH    2 2
 OJ0656  NGVD 29             277.38   (m)          910.0    (f) LEVELING    3  
 OJ0656
 OJ0656.Superseded values are not recommended for survey control.
 OJ0656
 OJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0656.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0656
 OJ0656_MARKER: DS = TRIANGULATION STATION DISK
 OJ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0656_STAMPING: 44009 1977
 OJ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0656+STABILITY: SURFACE MOTION
 OJ0656
 OJ0656  HISTORY     - Date     Condition        Report By
 OJ0656  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0656  HISTORY     - 1977     GOOD             MIDH
 OJ0656  HISTORY     - 20010303 GOOD             WOOLPT
 OJ0656
 OJ0656                          STATION DESCRIPTION
 OJ0656
 OJ0656'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0656'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF IMLAY
 OJ0656'CITY, 2.5 MILES SOUTH-SOUTHWEST OF ATTICA, IN THE NORTHWEST 1/4
 OJ0656'OF SECTION 28, T 7 N, R 11 E AND ON COUNTY ROAD RIGHT-OF-WAY.
 OJ0656'
 OJ0656'TO REACH THE STATION FROM THE POST OFFICE IN ATTICA, GO SOUTH
 OJ0656'ALONG LAKE PLEASANT ROAD FOR 2 MILES TO NEWARK ROAD, GO WEST
 OJ0656'ALONG NEWARK ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 OJ0656'
 OJ0656'STATION MARKS, STAMPED---44009 1977---, ARE MICHIGAN DEPARTMENT
 OJ0656'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0656'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0656'SURFACE.  IT IS 41 FEET NORTH OF APOWER POLE, 19 FEET SOUTH OF
 OJ0656'THE CENTERLINE OF NEWARK ROAD, 18 FEET NORTHWEST OF A FENCE
 OJ0656'CORNER POST, AND 4.6 FEET EAST OF A WITNESS POST.  THE UNDER-
 OJ0656'GROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OJ0656'48 INCHES BELOW THE GROUND SURFACE.
 OJ0656'
 OJ0656'REFERENCE MARK 1, STAMPED---NO 1 44009 1977---, IS SET IN THE
 OJ0656'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0656'GROUND SURFACE.  IT IS 74 FEET EAST OF A 7 INCH ELM TREE, 46
 OJ0656'FEET NORTH-NORTHEAST OF A WITNESS POST, AND 26 FEET NORTH OF
 OJ0656'THE CENTERLINE OF NEWARK ROAD.
 OJ0656'
 OJ0656'REFERENCE MARK 2, STAMPED---NO 2 44009 1977---, IS SET IN THE
 OJ0656'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0656'GROUND SURFACE.  IT IS 31.5 FEET EAST-SOUTHEAST OF A WITNESS
 OJ0656'POST, 29.5 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD, AND
 OJ0656'4 FEET NORTH OF A FENCE LINE.
 OJ0656'
 OJ0656'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0656'TRANSPORTATION DISKS.
 OJ0656'
 OJ0656'HEIGHT OF LIGHT ABOVE STATION WAS 1.8 METERS.
 OJ0656'DESCRIBED BY G.P. ROSENDALE.
 OJ0656
 OJ0656                          STATION RECOVERY (1977)
 OJ0656
 OJ0656'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0656'2.0 MI SSW FROM ATTICA.
 OJ0656'IN LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP, SECTION 28, FROM THE POST
 OJ0656'OFFICE IN ATTICA,GO SOUTH ALONG LAKE PLEASANT ROAD 2.0 MILES TO NEWARK
 OJ0656'ROAD, GO WEST ALONG NEWARK ROAD 0.5 MILE TO MARK ON LEFT. IT IS 41
 OJ0656'FEET NORTH OF A POWER POLE, 19 FEET SOUTH OF THE CENTERLINE OF NEWARK
 OJ0656'ROAD, 18 FEET NORTHWEST OF A FENCE CORNER POST AND 4.6 FEET EAST OF A
 OJ0656'WITNESS POST. A STANDARD DISK STAMPED 44009 1977 SET IN THE TOP OF A
 OJ0656'12 INCH CONCRETE POST FLUSH WITH GROUND.
 OJ0656
 OJ0656                          STATION RECOVERY (2001)
 OJ0656
 OJ0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OJ0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0651 ***********************************************************************
 OJ0651  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0651  DESIGNATION -  44010
 OJ0651  PID         -  OJ0651
 OJ0651  STATE/COUNTY-  MI/LAPEER
 OJ0651  COUNTRY     -  US
 OJ0651  USGS QUAD   -  ATTICA (2017)
 OJ0651
 OJ0651                         *CURRENT SURVEY CONTROL
 OJ0651  ______________________________________________________________________
 OJ0651* NAD 83(2011) POSITION- 43 00 05.05206(N) 083 14 21.57324(W)   ADJUSTED
 OJ0651* NAD 83(2011) ELLIP HT-   240.557 (meters)        (06/27/12)   ADJUSTED
 OJ0651* NAD 83(2011) EPOCH   -  2010.00
 OJ0651* NAVD 88 ORTHO HEIGHT -   275.175 (meters)      902.80  (feet) ADJUSTED
 OJ0651  ______________________________________________________________________
 OJ0651  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 OJ0651  NAD 83(2011) X  -    550,001.761 (meters)                     COMP
 OJ0651  NAD 83(2011) Y  - -4,639,536.200 (meters)                     COMP
 OJ0651  NAD 83(2011) Z  -  4,327,779.841 (meters)                     COMP
 OJ0651  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 OJ0651  DYNAMIC HEIGHT  -        275.098 (meters)      902.55  (feet) COMP
 OJ0651  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 OJ0651  OBS GRAVITY     -    980,336.7   (mgal)                       GRAV_OBS
 OJ0651
 OJ0651  VERT ORDER      -  SECOND    CLASS II
 OJ0651
 OJ0651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0651  Standards:
 OJ0651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0651  -------------------------------------------------------------------
 OJ0651  NETWORK    1.39   3.76           0.65   0.45   1.92     -0.05104654
 OJ0651  -------------------------------------------------------------------
 OJ0651  Click here for local accuracies and other accuracy information.
 OJ0651
 OJ0651.The horizontal coordinates were established by GPS observations
 OJ0651.and adjusted by the National Geodetic Survey in June 2012.
 OJ0651
 OJ0651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0651.been affixed to the stable North American tectonic plate. See 
 OJ0651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0651
 OJ0651.The horizontal coordinates are valid at the epoch date displayed above
 OJ0651.which is a decimal equivalence of Year/Month/Day.
 OJ0651
 OJ0651.The orthometric height was determined by differential leveling and
 OJ0651.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0651.in June 1991.
 OJ0651
 OJ0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0651.GEOID18 height accuracy estimate available here.
 OJ0651
 OJ0651.Click photographs - Photos may exist for this station.
 OJ0651
 OJ0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0651
 OJ0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0651
 OJ0651.The ellipsoidal height was determined by GPS observations
 OJ0651.and is referenced to NAD 83.
 OJ0651
 OJ0651.The dynamic height is computed by dividing the NAVD 88
 OJ0651.geopotential number by the normal gravity value computed on the
 OJ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0651.degrees latitude (g = 980.6199 gals.).
 OJ0651
 OJ0651.The modeled gravity was interpolated from observed gravity values.
 OJ0651
 OJ0651.The observed gravity was obtained from relative gravimeter ties
 OJ0651.to the IGSN71 gravity network.
 OJ0651
 OJ0651. The following values were computed from the NAD 83(2011) position.
 OJ0651
 OJ0651;                    North         East     Units Scale Factor Converg.
 OJ0651;SPC MI S     -   167,387.799 4,091,911.248   MT  0.99990894   +0 46 01.9
 OJ0651;SPC MI S     -   549,172.57 13,424,905.67   iFT  0.99990894   +0 46 01.9
 OJ0651;UTM  17      - 4,763,403.915   317,477.073   MT  1.00000985   -1 31 39.6
 OJ0651
 OJ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0651!SPC MI S     -   0.99996228  x   0.99990894  =   0.99987122
 OJ0651!UTM  17      -   0.99996228  x   1.00000985  =   0.99997213
 OJ0651
 OJ0651:                Primary Azimuth Mark                     Grid Az
 OJ0651:SPC MI S     -  PRATT                                    052 19 21.8
 OJ0651:UTM  17      -  PRATT                                    054 37 03.3
 OJ0651
 OJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1747763403(NAD 83)
 OJ0651
 OJ0651|---------------------------------------------------------------------|
 OJ0651| PID    Reference Object                     Distance      Geod. Az  |
 OJ0651|                                                           dddmmss.s |
 OJ0651| OJ0958 PRATT                               APPROX. 1.7 KM 0530523.7 |
 OJ0651| CH0654 44010 RM 2                            6.135 METERS 08724     |
 OJ0651| CH0653 44010 RM 1                           18.460 METERS 35756     |
 OJ0651|---------------------------------------------------------------------|
 OJ0651
 OJ0651                          SUPERSEDED SURVEY CONTROL
 OJ0651
 OJ0651  NAD 83(2007)-  43 00 05.05216(N)    083 14 21.57438(W) AD(2002.00) 0
 OJ0651  ELLIP H (02/10/07)  240.576  (m)                       GP(2002.00)    
 OJ0651  ELLIP H (07/12/02)  240.595  (m)                       GP(       ) 4 2
 OJ0651  NAD 83(1994)-  43 00 05.05231(N)    083 14 21.57415(W) AD(       ) B
 OJ0651  ELLIP H (09/20/95)  240.595  (m)                       GP(       ) 1 2
 OJ0651  NAD 83(1986)-  43 00 05.04785(N)    083 14 21.60494(W) AD(       ) 2
 OJ0651  NAD 27      -  43 00 04.94816(N)    083 14 21.81284(W) AD(       ) 2
 OJ0651  NAVD 88             275.18   (m)          902.8    (f) LEVELING    3  
 OJ0651  NGVD 29 (??/??/92)  275.306  (m)          903.23   (f) ADJ UNCH    2 2
 OJ0651  NGVD 29             275.31   (m)          903.2    (f) LEVELING    3  
 OJ0651
 OJ0651.Superseded values are not recommended for survey control.
 OJ0651
 OJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0651.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0651
 OJ0651_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0651_STAMPING: 44010 1977
 OJ0651_MARK LOGO: MIDT
 OJ0651_PROJECTION: FLUSH
 OJ0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0651+STABILITY: SURFACE MOTION
 OJ0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0651+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 OJ0651
 OJ0651  HISTORY     - Date     Condition        Report By
 OJ0651  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0651  HISTORY     - 1977     GOOD             MIDH
 OJ0651  HISTORY     - 19921216 GOOD             MIDT
 OJ0651  HISTORY     - 19940520 GOOD             NGS
 OJ0651  HISTORY     - 20060315 GOOD             ROWEIN
 OJ0651  HISTORY     - 20200610 GOOD             MIDT
 OJ0651
 OJ0651                          STATION DESCRIPTION
 OJ0651
 OJ0651'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0651'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF LAPEER,
 OJ0651'4-1/4 MILES SOUTHWEST OF ATTICA, ON COUNTY ROAD RIGHT-OF-WAY
 OJ0651'AND IN THE NORTHWEST 1/4 OF SECTION 25, T 7 N, R 10 E.
 OJ0651'
 OJ0651'TO REACH THE STATION FROM THE INTERSECTION OF M-24 AND
 OJ0651'EASTBOUND M-21 FREEWAY, GO SOUTH FOR 1.7 MILES TO NEWARK ROAD,
 OJ0651'GO EAST ALONG NEWARK ROAD FOR 4.3 MILES TO THE STATION ON THE
 OJ0651'RIGHT.
 OJ0651'
 OJ0651'STATION MARKS, STAMPED---44010 1977---, ARE MICHIGAN DEPARTMENT
 OJ0651'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0651'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0651'SURFACE.  IT IS 40 FEET WEST-SOUTHWEST OF A FARM MACHINERY
 OJ0651'SIGN POST, 32.7 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD,
 OJ0651'5.5 FEET NORTH OF A WOOD FENCE, AND 4 FEET WEST OF A WITNESS
 OJ0651'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0651'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0651'
 OJ0651'REFERRENCE MARK 1, STAMPED---NO 1 44010 1977---, IS SET IN THE
 OJ0651'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0651'GROUND SURFACE.  IT IS 61 FEET NORTH OF A WITNESS POST, 59 FEET
 OJ0651'NORTHWEST OF THE SIGN POST, AND 27.8 FEET NORTH OF THE
 OJ0651'CENTERLINE OF NEWARK ROAD.
 OJ0651'
 OJ0651'REFERENCE MARK 2, STAMPED---NO 2 44010 1977---, IS SET IN THE
 OJ0651'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0651'GROUND SURFACE.  IT IS 32.5 FEET SOUTH OF THE CENTERLINE OF
 OJ0651'NEWARK ROAD, 22 FEET SOUTHWEST OF THE SIGN POST, AND 16.3 FEET
 OJ0651'EAST OF A WITNESS POST.
 OJ0651'
 OJ0651'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0651'TRANSPORTATION DISKS.
 OJ0651'
 OJ0651'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0651'DESCRIBED BY G.P. ROSENDALE.
 OJ0651
 OJ0651                          STATION RECOVERY (1977)
 OJ0651
 OJ0651'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0651'5.5 MI SE FROM LAPEER.
 OJ0651'IN LAPEER COUNTY, T7N R10E, LAPEER TOWNSHIP, SECTION 25, FROM THE
 OJ0651'INTERSECTION OF STATE HIGHWAY 24 AND NEWARK ROAD, GO EAST ALONG NEWARK
 OJ0651'ROAD 4.3 MILES TO MARK ON RIGHT. IT IS 40 FEET WESTSOUTHWEST OF A SIGN
 OJ0651'POST, 32.7 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD, 5.5 FEET NORTH
 OJ0651'OF A WOOD RAIL FENCE AND 4 FEET WEST OF A METAL WITNESS POST. A
 OJ0651'STANDARD DISK STAMPED 44010 1977 SET IN THE TOP OF A 12 INCH CONCRETE
 OJ0651'POST FLUSH WITH THE GROUND.
 OJ0651
 OJ0651                          STATION RECOVERY (1992)
 OJ0651
 OJ0651'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 OJ0651'STATION IS LOCATED IN QUAD 430832 ON THE ATTICA QUADRANGLE MAP.  IT IS
 OJ0651'IN THE NORTHWEST 1/4 SECTION 25, T-7-N, R-10-E, LAPEER TOWNSHIP. ABOUT
 OJ0651'5.5 MILES (8.9 KM) SOUTHEAST OF LAPEER, 4.25 MILES (6.84 KM) SOUTHWEST
 OJ0651'OF ATTICA AND 6.75 MILES (10.86 KM) NORTHWEST OF DRYDEN ON THE NEWARK
 OJ0651'ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE HIGHWAY INTERCHANGE
 OJ0651'OF STATE HIGHWAY M-24 AND INTERSTATE HIGHWAY 69, GO SOUTH ALONG STATE
 OJ0651'HIGHWAY M-24 FOR 1.7 MI (2.7 KM) TO NEWARK RD.  TURN LEFT AND GO EAST
 OJ0651'ALONG NEWARK ROAD FOR 4.2 MI (6.8 KM) TO THE STATION ON THE RIGHT.
 OJ0651'STATION IS 35.6 FT (10.9 M) SOUTHWEST OF A FARM MACHINERY SIGN POST,
 OJ0651'32.7 FT (10.0 M) SOUTH OF THE CENTER OF NEWARK RD., 5.5 FT (1.7 M)
 OJ0651'NORTH OF A WOODEN SPLIT-RAIL FENCE AND 4.0 FT (1.2 M) WEST OF A METAL
 OJ0651'WITNESS POST WITH SIGN.
 OJ0651
 OJ0651                          STATION RECOVERY (1994)
 OJ0651
 OJ0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0651'NOTE--TRAFFIC CONES SHOULD BE USED FOR PARKING AT THE STATION. STATION
 OJ0651'IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF LAPEER, 4.25 MI (6.84
 OJ0651'KM) SOUTHWEST OF ATTICA, 0.7 MI (1.1 KM) SOUTH OF INTERSTATE HIGHWAY
 OJ0651'69, ON COUNTY ROAD RIGHT-OF-WAY, IN THE NORTHWEST 1/4 OF SECTION 25, T
 OJ0651'7 N, R 10 E.  OWNERSHIP--LAPEER COUNTY.  TO REACH FROM THE OVERPASS AT
 OJ0651'THE JUNCTION OF INTERSTATE HIGHWAY 69 (EXIT 159) AND WILDER ROAD
 OJ0651'(ABOUT 3 MI (4.8 KM) SOUTHEAST OF LAPEER) , GO SOUTH ON WILDER ROAD
 OJ0651'FOR 0.58 MI (0.93 KM) TO A PAVED CROSSROAD, NEWARK ROAD. TURN LEFT,
 OJ0651'EAST, ON NEWARK ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT
 OJ0651'AT A CULTIVATED FIELD.  STATION IS SET FLUSH WITH THE GROUND IN THE
 OJ0651'SIDE OF A SLOPED BANK.  IT IS 40 FT (12.2 M) WEST-SOUTHWEST FROM A
 OJ0651'MIDT FARM MACHINERY SIGN POST, 32.7 FT (10.0 M) SOUTH OF THE
 OJ0651'CENTERLINE OF NEWARK ROAD, 5.5 FT (1.7 M) NORTH FROM A WOOD FENCE, AND
 OJ0651'4 FT (1.2 M) WEST OF A WITNESS POST.
 OJ0651
 OJ0651                          STATION RECOVERY (2006)
 OJ0651
 OJ0651'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 OJ0651'FARM MACHINERY SIGN POST IS GONE.  MARK IS 106 FT ESE OF A DO NOT PASS
 OJ0651'SIGN.
 OJ0651
 OJ0651                          STATION RECOVERY (2020)
 OJ0651
 OJ0651'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 OJ0651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0649 ***********************************************************************
 OJ0649  DESIGNATION -  44011
 OJ0649  PID         -  OJ0649
 OJ0649  STATE/COUNTY-  MI/LAPEER
 OJ0649  COUNTRY     -  US
 OJ0649  USGS QUAD   -  LAPEER (2017)
 OJ0649
 OJ0649                         *CURRENT SURVEY CONTROL
 OJ0649  ______________________________________________________________________
 OJ0649* NAD 83(1994) POSITION- 43 00 02.40385(N) 083 16 18.66424(W)   ADJUSTED
 OJ0649* NAVD 88 ORTHO HEIGHT -   279.557 (meters)      917.18  (feet) ADJUSTED
 OJ0649  ______________________________________________________________________
 OJ0649  GEOID HEIGHT    -        -34.585 (meters)                     GEOID18
 OJ0649  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 OJ0649  DYNAMIC HEIGHT  -        279.479 (meters)      916.92  (feet) COMP
 OJ0649  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 OJ0649
 OJ0649  HORZ ORDER      -  SECOND
 OJ0649  VERT ORDER      -  SECOND    CLASS II
 OJ0649
 OJ0649.The horizontal coordinates were established by classical geodetic methods
 OJ0649.and adjusted by the National Geodetic Survey in February 1997.
 OJ0649
 OJ0649.The orthometric height was determined by differential leveling and
 OJ0649.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0649.in June 1991.
 OJ0649
 OJ0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0649.GEOID18 height accuracy estimate available here.
 OJ0649
 OJ0649.Click photographs - Photos may exist for this station.
 OJ0649
 OJ0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0649
 OJ0649.The dynamic height is computed by dividing the NAVD 88
 OJ0649.geopotential number by the normal gravity value computed on the
 OJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0649.degrees latitude (g = 980.6199 gals.).
 OJ0649
 OJ0649.The modeled gravity was interpolated from observed gravity values.
 OJ0649
 OJ0649. The following values were computed from the NAD 83(1994) position.
 OJ0649
 OJ0649;                    North         East     Units Scale Factor Converg.
 OJ0649;SPC MI S     -   167,271.098 4,089,260.700   MT  0.99990891   +0 44 42.2
 OJ0649;SPC MI S     -   548,789.69 13,416,209.65   iFT  0.99990891   +0 44 42.2
 OJ0649;UTM  17      - 4,763,393.441   314,823.695   MT  1.00002186   -1 32 59.5
 OJ0649
 OJ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0649!SPC MI S     -   0.99996158  x   0.99990891  =   0.99987050
 OJ0649!UTM  17      -   0.99996158  x   1.00002186  =   0.99998344
 OJ0649
 OJ0649:                Primary Azimuth Mark                     Grid Az
 OJ0649:SPC MI S     -  MORRIS                                   331 18 47.5
 OJ0649:UTM  17      -  MORRIS                                   333 36 29.2
 OJ0649
 OJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1482363393(NAD 83)
 OJ0649
 OJ0649|---------------------------------------------------------------------|
 OJ0649| PID    Reference Object                     Distance      Geod. Az  |
 OJ0649|                                                           dddmmss.s |
 OJ0649| CH0655 44011 RM 1                            6.340 METERS 13548     |
 OJ0649| CH0656 44011 RM 2                            5.946 METERS 26709     |
 OJ0649| OJ0648 MORRIS                              APPROX. 1.9 KM 3320329.7 |
 OJ0649|---------------------------------------------------------------------|
 OJ0649
 OJ0649                          SUPERSEDED SURVEY CONTROL
 OJ0649
 OJ0649  NAD 83(1986)-  43 00 02.39973(N)    083 16 18.69518(W) AD(       ) 2
 OJ0649  NAD 27      -  43 00 02.30018(N)    083 16 18.89937(W) AD(       ) 2
 OJ0649  NGVD 29 (??/??/92)  279.689  (m)          917.61   (f) ADJ UNCH    2 2
 OJ0649  NGVD 29             279.69   (m)          917.6    (f) LEVELING    3  
 OJ0649
 OJ0649.Superseded values are not recommended for survey control.
 OJ0649
 OJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0649.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0649
 OJ0649_MARKER: DS = TRIANGULATION STATION DISK
 OJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0649_STAMPING: 44011 1977
 OJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0649+STABILITY: SURFACE MOTION
 OJ0649
 OJ0649  HISTORY     - Date     Condition        Report By
 OJ0649  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0649  HISTORY     - 1977     GOOD             MIDH
 OJ0649  HISTORY     - 19970704 MARK NOT FOUND   USPSQD
 OJ0649
 OJ0649                          STATION DESCRIPTION
 OJ0649
 OJ0649'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0649'THE STATION IS LOCATED ABOUT 5-3/4 MILES WEST-SOUTHWEST OF
 OJ0649'ATTICA, 4-1/4 MILES SOUTH-SOUTHEAST OF LAPEER ON COUNTY ROAD
 OJ0649'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 27, T 7 N, R
 OJ0649'10 E.
 OJ0649'
 OJ0649'TO REACH THE STATION FROM THE INTERSECTION OF M-24 AND EAST-
 OJ0649'BOUND M-21 FREEWAY GO SOUTH ALONG M-24 FOR 1.7 MILES TO NEWARK
 OJ0649'ROAD, GO EAST ALONG NEWARK ROAD FOR 2.6 MILES TO THE STATION ON
 OJ0649'THE RIGHT.
 OJ0649'
 OJ0649'STATION MARKS, STAMPED---44011 1977---, ARE MICHIGAN DEPARTMENT
 OJ0649'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0649'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0649'SURFACE.  IT IS 70 FEET WEST OF A POWER POLE, 70 FEET SOUTHWEST
 OJ0649'OF A 30 INCH BIRCH TREE, 19.5 FEET SOUTH OF THE CENTERLINE OF
 OJ0649'NEWARK ROAD AND 5 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0649'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0649'INCHES BELOW THE GROUND SURFACE.
 OJ0649'
 OJ0649'REFERENCE MARK 1, STAMPED---NO 1 44011 1977---, IS SET IN THE
 OJ0649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0649'GROUND SURFACE.  IT IS 55 FEET WEST OF A POWER POLE, 35 FEET
 OJ0649'SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 24 FEET NORTHEAST OF
 OJ0649'A 3 INCH SPRUCE TREE.
 OJ0649'
 OJ0649'REFERENCE MARK 2, STAMPED---NO 2 44011 1977---, IS SET IN THE
 OJ0649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0649'GROUND SURFACE.  IT IS 41 FEET NORTHEAST OF AN 8 INCH OAK TREE,
 OJ0649'20 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 14.5 FEET
 OJ0649'WEST OF A WITNESS POST.
 OJ0649'
 OJ0649'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0649'TRANSPORTATION DISKS.
 OJ0649'
 OJ0649'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0649'DESCRIBED BY G.P. ROSENDALE.
 OJ0649
 OJ0649                          STATION RECOVERY (1977)
 OJ0649
 OJ0649'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0649'4.2 MI SSE FROM LAPEER.
 OJ0649'IN LAPEER COUNTY, T7N R10E, LAPEER TOWNSHIP, SECTION 27, FROM THE
 OJ0649'INTERSECTION OF STATE HIGHWAY 24 AND NEWARK ROAD, GO EAST ALONG NEWARK
 OJ0649'ROAD 2.6 MILES TO MARK ON RIGHT. IT IS 70 FEET WEST OF A POWER POLE,
 OJ0649'70 FEET SOUTHWEST OF A 30 INCH BIRCH, 19.5 FEET SOUTH OF THE
 OJ0649'CENTERLINE OF NEWARK ROAD AND 5 FEET EAST OF A METAL WITNESS POST.
 OJ0649'A STANDARD DISK STAMPED 44011 1977 SET IN THE TOP OF A 12 INCH
 OJ0649'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0649
 OJ0649                          STATION RECOVERY (1997)
 OJ0649
 OJ0649'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0982 ***********************************************************************
 OJ0982  DESIGNATION -  44012
 OJ0982  PID         -  OJ0982
 OJ0982  STATE/COUNTY-  MI/LAPEER
 OJ0982  COUNTRY     -  US
 OJ0982  USGS QUAD   -  LAPEER (2017)
 OJ0982
 OJ0982                         *CURRENT SURVEY CONTROL
 OJ0982  ______________________________________________________________________
 OJ0982* NAD 83(1994) POSITION- 43 01 33.74780(N) 083 19 53.97678(W)   ADJUSTED
 OJ0982* NAVD 88 ORTHO HEIGHT -   272.1   (meters)      893.    (feet) VERTCON3
 OJ0982  ______________________________________________________________________
 OJ0982  GEOID HEIGHT    -        -34.494 (meters)                     GEOID18
 OJ0982  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 OJ0982  HORZ ORDER      -  SECOND
 OJ0982
 OJ0982.The horizontal coordinates were established by classical geodetic methods
 OJ0982.and adjusted by the National Geodetic Survey in February 1997.
 OJ0982
 OJ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0982
 OJ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0982.GEOID18 height accuracy estimate available here.
 OJ0982
 OJ0982.Click photographs - Photos may exist for this station.
 OJ0982
 OJ0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0982
 OJ0982. The following values were computed from the NAD 83(1994) position.
 OJ0982
 OJ0982;                    North         East     Units Scale Factor Converg.
 OJ0982;SPC MI S     -   170,027.750 4,084,350.052   MT  0.99990990   +0 42 15.7
 OJ0982;SPC MI S     -   557,833.83 13,400,098.60   iFT  0.99990990   +0 42 15.7
 OJ0982;UTM  17      - 4,766,344.921   310,026.800   MT  1.00004399   -1 35 29.2
 OJ0982
 OJ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0982!SPC MI S     -   0.99996275  x   0.99990990  =   0.99987265
 OJ0982!UTM  17      -   0.99996275  x   1.00004399  =   1.00000673
 OJ0982
 OJ0982:                Primary Azimuth Mark                     Grid Az
 OJ0982:SPC MI S     -  MORRIS                                   105 31 37.8
 OJ0982:UTM  17      -  MORRIS                                   107 49 22.7
 OJ0982
 OJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1002666344(NAD 83)
 OJ0982
 OJ0982|---------------------------------------------------------------------|
 OJ0982| PID    Reference Object                     Distance      Geod. Az  |
 OJ0982|                                                           dddmmss.s |
 OJ0982| CH0657 44012 RM 1                            6.228 METERS 03125     |
 OJ0982| OJ0648 MORRIS                              APPROX. 4.2 KM 1061353.5 |
 OJ0982| CH0658 44012 RM 2                           16.298 METERS 10707     |
 OJ0982|---------------------------------------------------------------------|
 OJ0982
 OJ0982                          SUPERSEDED SURVEY CONTROL
 OJ0982
 OJ0982  NAD 83(1986)-  43 01 33.74466(N)    083 19 54.00767(W) AD(       ) 2
 OJ0982  NAD 27      -  43 01 33.64638(N)    083 19 54.20453(W) AD(       ) 2
 OJ0982  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 OJ0982
 OJ0982.Superseded values are not recommended for survey control.
 OJ0982
 OJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0982.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0982
 OJ0982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0982
 OJ0982  HISTORY     - Date     Condition        Report By
 OJ0982  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0982  HISTORY     - 19970704 GOOD             USPSQD
 OJ0982
 OJ0982                          STATION DESCRIPTION
 OJ0982
 OJ0982'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0982'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST OF
 OJ0982'METAMORA, 1-1/2 MILES SOUTH-SOUTHWEST OF LAPEER ON COUNTY ROAD
 OJ0982'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 18, T 7 N,
 OJ0982'R 10 E.
 OJ0982'
 OJ0982'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0982'M-21 AND M-24 IN LAPEER, GO SOUTH ALONG M-24 FOR 0.8 MILE TO
 OJ0982'BALDWIN ROAD, GO SOUTH-SOUTHWEST ALONG BALDWIN ROAD FOR 1.1
 OJ0982'MILES TO THE STATION ON THE RIGHT.
 OJ0982'
 OJ0982'STATION MARKS, STAMPED---44012 1977---, ARE MICHIGAN DEPARTMENT
 OJ0982'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0982'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0982'SURFACE.  IT IS 101 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ0982'M-21 FREEWAY, 25 FEET WEST OF THE CENTERLINE OF BALDWIN ROAD,
 OJ0982'7 FEET NORTHWEST OF THE EAST END OF A RIGHT OF WAY FENCE AND
 OJ0982'3.8 FEET SOUTH OOF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0982'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0982'THE GROUND SURFACE.
 OJ0982'
 OJ0982'REFERENCE MARK 1, STAMPED---NO 1 44012 1977---, IS SET IN THE
 OJ0982'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0982'GROUND SURFACE.  IT IS 54 FEET SOUTH OF THE NORTH END OF A
 OJ0982'GUARD RAIL, 22.5 FEET WEST OF THE CENTERLINE OF BALDWIN ROAD
 OJ0982'AND 17 FEET NORTH-NORTHEAST OF A WITNESS POST.
 OJ0982'
 OJ0982'REFERENCE MARK 2, STAMPED---NO 2 44012 1977---, IS SET IN THE
 OJ0982'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0982'GROUND SURFACE.  IT IS 31 FEET SOUTHWEST OF A 24 INCH OAK TREE,
 OJ0982'27.7 FEET EAST OF THE CENTERLINE OF BALDWIN ROAD AND 10.5 FEET
 OJ0982'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT.
 OJ0982'
 OJ0982'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0982'TRANSPORTATION DISKS.
 OJ0982'
 OJ0982'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ0982'DESCRIBED BY G.P. ROSENDALE.
 OJ0982
 OJ0982                          STATION RECOVERY (1997)
 OJ0982
 OJ0982'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0994 ***********************************************************************
 OJ0994  DESIGNATION -  44013
 OJ0994  PID         -  OJ0994
 OJ0994  STATE/COUNTY-  MI/LAPEER
 OJ0994  COUNTRY     -  US
 OJ0994  USGS QUAD   -  LAPEER (2017)
 OJ0994
 OJ0994                         *CURRENT SURVEY CONTROL
 OJ0994  ______________________________________________________________________
 OJ0994* NAD 83(1994) POSITION- 43 00 28.55586(N) 083 19 17.16581(W)   ADJUSTED
 OJ0994* NAVD 88 ORTHO HEIGHT -   268.2   (meters)      880.    (feet) VERTCON3
 OJ0994  ______________________________________________________________________
 OJ0994  GEOID HEIGHT    -        -34.526 (meters)                     GEOID18
 OJ0994  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 OJ0994  HORZ ORDER      -  SECOND
 OJ0994
 OJ0994.The horizontal coordinates were established by classical geodetic methods
 OJ0994.and adjusted by the National Geodetic Survey in February 1997.
 OJ0994
 OJ0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0994
 OJ0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0994.GEOID18 height accuracy estimate available here.
 OJ0994
 OJ0994.Click photographs - Photos may exist for this station.
 OJ0994
 OJ0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0994
 OJ0994. The following values were computed from the NAD 83(1994) position.
 OJ0994
 OJ0994;                    North         East     Units Scale Factor Converg.
 OJ0994;SPC MI S     -   168,026.612 4,085,208.313   MT  0.99990917   +0 42 40.7
 OJ0994;SPC MI S     -   551,268.41 13,402,914.41   iFT  0.99990917   +0 42 40.7
 OJ0994;UTM  17      - 4,764,310.742   310,804.322   MT  1.00004037   -1 35 02.1
 OJ0994
 OJ0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0994!SPC MI S     -   0.99996336  x   0.99990917  =   0.99987254
 OJ0994!UTM  17      -   0.99996336  x   1.00004037  =   1.00000373
 OJ0994
 OJ0994:                Primary Azimuth Mark                     Grid Az
 OJ0994:SPC MI S     -  44013 AZ MK                              355 29 02.1
 OJ0994:UTM  17      -  44013 AZ MK                              357 46 44.9
 OJ0994
 OJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1080464310(NAD 83)
 OJ0994
 OJ0994|---------------------------------------------------------------------|
 OJ0994| PID    Reference Object                     Distance      Geod. Az  |
 OJ0994|                                                           dddmmss.s |
 OJ0994| OJ0993 44013 RM 1                            6.810 METERS 02534     |
 OJ0994| CH0659 44013 RM 2                           13.699 METERS 17651     |
 OJ0994| OJ0996 44013 AZ MK                         APPROX. 1.8 KM 3561142.8 |
 OJ0994|---------------------------------------------------------------------|
 OJ0994
 OJ0994                          SUPERSEDED SURVEY CONTROL
 OJ0994
 OJ0994  NAD 83(1986)-  43 00 28.55251(N)    083 19 17.19680(W) AD(       ) 2
 OJ0994  NAD 27      -  43 00 28.45354(N)    083 19 17.39506(W) AD(       ) 2
 OJ0994  NGVD 29 (07/19/86)  268.3    (m)          880.     (f) VERT ANG       
 OJ0994
 OJ0994.Superseded values are not recommended for survey control.
 OJ0994
 OJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0994.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0994
 OJ0994_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0994
 OJ0994  HISTORY     - Date     Condition        Report By
 OJ0994  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0994
 OJ0994                          STATION DESCRIPTION
 OJ0994
 OJ0994'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0994'THE STATION IS ABOUT 4.8 MILES NORTH-NORTHWEST OF METAMORA AND
 OJ0994'3 MILES SOUTH OF LAPEER ON STATE HIGHWAY M-24, IN LAPEER
 OJ0994'TOWNSHIP, SOUTHWEST 1/4 OF SECTION 20, T 6 N, R 10 E.  AND ON
 OJ0994'STATE HIGHWAY RIGHT OF WAY.
 OJ0994'
 OJ0994'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY M-24 AND
 OJ0994'M-21 FREEWAY EASTBOUND, GO SOUTH ALONG HIGHWAY M-24 FOR 1.2
 OJ0994'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 OJ0994'AZIMUTH MARK FROM THE STATION, GO NORTH 1.2 MILES TO THE MARK
 OJ0994'ON THE LEFT IN THE MEDIAN OF M-21 FREEWAY.
 OJ0994'
 OJ0994'STATION MARKS, STAMPED---44013 1977---, ARE 3-1/2 INCH ALUMINUM
 OJ0994'MICHIGAN DEPARTMENT OF TRANSPORTATION, HORIZONTAL CONTROL MARK
 OJ0994'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0994'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 100
 OJ0994'FEET EAST OF A TELEPHONE POLE, 61 FEET SOUTH-SOUTHWEST OF A
 OJ0994'POWER POLE, 37 FEET EAST OF THE CENTERLINE OF M-24, 11 FEET
 OJ0994'NORTHEAST OF THE NORTH END OF A 12-INCH C.M.P. CULVERT AND 4
 OJ0994'FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 OJ0994'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0994'GROUND SURFACE.
 OJ0994'
 OJ0994'REFERENCE MARK 1, STAMPED---NO 1 44013 1977---, IS SET IN THE
 OJ0994'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0994'SURFACE.  IT IS 47 FEET EAST OF THE CENTERLINE OF M-24, 39 FEET
 OJ0994'SOUTH-SOUTHWEST OF APOWER POLE, AND 32 FEET NORTHEAST OF THE
 OJ0994'NORTH END OF A 12-INCH C.M.P. CULVERT.
 OJ0994'
 OJ0994'REFERENCE MARK 2, STAMPED---NO 2 44013 1977---, IS SET IN THE
 OJ0994'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0994'SURFACE.  IT IS 45 FEET NORTHWEST OF A 1-INCH LILAC TREE, 37.5
 OJ0994'FEET EAST OF THE CENTERLINE OF M-24 AND 19 FEET SOUTHEAST OF
 OJ0994'THE SOUTH END OF A 12-INCH C.M.P. CULVERT.
 OJ0994'
 OJ0994'AZIMUTH MARKS, STAMPED---AZ 44013 1977---, ARE REFERENCE MARK
 OJ0994'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0994'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 105.7
 OJ0994'FEET WEST OF THE MEDIAN OF M-24, 59.4 FEET SOUTH OF THE SOUTH
 OJ0994'EDGE OF WESTBOUND M-21 FREEWAY, 34.7 FEET NORTH OF THE NORTH
 OJ0994'EDGE OF EASTBOUND M-21, 4 FEET SOUTH OF A WITNESS POST AND 2.5
 OJ0994'FEET WEST OF A GUARD RAIL.  THE UNDERGRUND DISK IS SET IN THE
 OJ0994'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0994'GROUND SURFACE.
 OJ0994'
 OJ0994'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0994'TRANSPORTATION DISKS.
 OJ0994'
 OJ0994'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0994'DESCRIBED BY G. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0996 ***********************************************************************
 OJ0996  DESIGNATION -  44013 AZ MK
 OJ0996  PID         -  OJ0996
 OJ0996  STATE/COUNTY-  MI/LAPEER
 OJ0996  COUNTRY     -  US
 OJ0996  USGS QUAD   -  LAPEER (2017)
 OJ0996
 OJ0996                         *CURRENT SURVEY CONTROL
 OJ0996  ______________________________________________________________________
 OJ0996* NAD 83(1994) POSITION- 43 01 27.87793(N) 083 19 22.54286(W)   ADJUSTED
 OJ0996* NAVD 88 ORTHO HEIGHT -   265.5   (meters)      871.    (feet) VERTCON3
 OJ0996  ______________________________________________________________________
 OJ0996  GEOID HEIGHT    -        -34.504 (meters)                     GEOID18
 OJ0996  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 OJ0996  HORZ ORDER      -  SECOND
 OJ0996
 OJ0996.The horizontal coordinates were established by classical geodetic methods
 OJ0996.and adjusted by the National Geodetic Survey in February 1997.
 OJ0996
 OJ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0996
 OJ0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0996.GEOID18 height accuracy estimate available here.
 OJ0996
 OJ0996.Click photographs - Photos may exist for this station.
 OJ0996
 OJ0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0996
 OJ0996. The following values were computed from the NAD 83(1994) position.
 OJ0996
 OJ0996;                    North         East     Units Scale Factor Converg.
 OJ0996;SPC MI S     -   169,855.426 4,085,063.865   MT  0.99990983   +0 42 37.1
 OJ0996;SPC MI S     -   557,268.46 13,402,440.50   iFT  0.99990983   +0 42 37.1
 OJ0996;UTM  17      - 4,766,144.114   310,733.231   MT  1.00004070   -1 35 07.5
 OJ0996
 OJ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0996!SPC MI S     -   0.99996378  x   0.99990983  =   0.99987362
 OJ0996!UTM  17      -   0.99996378  x   1.00004070  =   1.00000448
 OJ0996
 OJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1073366144(NAD 83)
 OJ0996
 OJ0996                          SUPERSEDED SURVEY CONTROL
 OJ0996
 OJ0996  NAD 83(1986)-  43 01 27.87459(N)    083 19 22.57357(W) AD(       ) 2
 OJ0996  NAD 27      -  43 01 27.77607(N)    083 19 22.77142(W) AD(       ) 2
 OJ0996  NGVD 29 (07/19/86)  265.6    (m)          871.     (f) VERT ANG       
 OJ0996
 OJ0996.Superseded values are not recommended for survey control.
 OJ0996
 OJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0996.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0996
 OJ0996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0996+STABILITY: SURFACE MOTION
 OJ0996
 OJ0996  HISTORY     - Date     Condition        Report By
 OJ0996  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0996
 OJ0996                          STATION DESCRIPTION
 OJ0996
 OJ0996'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0996'THE STATION IS ABOUT 4.8 MILES NORTH-NORTHWEST OF METAMORA AND
 OJ0996'2 MILES SOUTH OF LAPEER ON STATE HIGHWAY M-24
 OJ0996'AND ON STATE HIGHWAY RIGHT OF WAY.
 OJ0996'
 OJ0996'THE STATION IS AT THE INTERSECTION OF STATE HIGHWAY M-24
 OJ0996'AND M-21 AS DESCRIBED.
 OJ0996'
 OJ0996'AZIMUTH MARKS, STAMPED---AZ 44013 1977---, ARE REFERENCE MARK
 OJ0996'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0996'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 105.7
 OJ0996'FEET WEST OF THE MEDIAN OF M-24, 59.4 FEET SOUTH OF THE SOUTH
 OJ0996'EDGE OF WESTBOUND M-21 FREEWAY, 34.7 FEET NORTH OF THE NORTH
 OJ0996'EDGE OF EASTBOUND M-21, 4 FEET SOUTH OF A WITNESS POST AND 2.5
 OJ0996'FEET WEST OF A GUARD RAIL.  THE UNDERGROUND DISK IS SET IN THE
 OJ0996'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0996'GROUND SURFACE.
 OJ0996'
 OJ0996'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44013 MIDH.
 OJ0996'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0996'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0993 ***********************************************************************
 OJ0993  DESIGNATION -  44013 RM 1
 OJ0993  PID         -  OJ0993
 OJ0993  STATE/COUNTY-  MI/LAPEER
 OJ0993  COUNTRY     -  US
 OJ0993  USGS QUAD   -  LAPEER (2017)
 OJ0993
 OJ0993                         *CURRENT SURVEY CONTROL
 OJ0993  ______________________________________________________________________
 OJ0993* NAD 83(1994) POSITION- 43 00 28.75492(N) 083 19 17.03601(W)   ADJUSTED
 OJ0993* NAVD 88 ORTHO HEIGHT -   268.0   (meters)      879.    (feet) VERTCON3
 OJ0993  ______________________________________________________________________
 OJ0993  GEOID HEIGHT    -        -34.526 (meters)                     GEOID18
 OJ0993  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 OJ0993  HORZ ORDER      -  SECOND
 OJ0993
 OJ0993.The horizontal coordinates were established by classical geodetic methods
 OJ0993.and adjusted by the National Geodetic Survey in February 1997.
 OJ0993
 OJ0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0993
 OJ0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0993.GEOID18 height accuracy estimate available here.
 OJ0993
 OJ0993.Click photographs - Photos may exist for this station.
 OJ0993
 OJ0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0993
 OJ0993. The following values were computed from the NAD 83(1994) position.
 OJ0993
 OJ0993;                    North         East     Units Scale Factor Converg.
 OJ0993;SPC MI S     -   168,032.790 4,085,211.175   MT  0.99990917   +0 42 40.8
 OJ0993;SPC MI S     -   551,288.68 13,402,923.80   iFT  0.99990917   +0 42 40.8
 OJ0993;UTM  17      - 4,764,316.802   310,807.431   MT  1.00004035   -1 35 02.0
 OJ0993
 OJ0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0993!SPC MI S     -   0.99996339  x   0.99990917  =   0.99987257
 OJ0993!UTM  17      -   0.99996339  x   1.00004035  =   1.00000374
 OJ0993
 OJ0993:                Primary Azimuth Mark                     Grid Az
 OJ0993:SPC MI S     -  MORRIS                                   074 23 34.4
 OJ0993:UTM  17      -  MORRIS                                   076 41 17.2
 OJ0993
 OJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1080764316(NAD 83)
 OJ0993
 OJ0993|---------------------------------------------------------------------|
 OJ0993| PID    Reference Object                     Distance      Geod. Az  |
 OJ0993|                                                           dddmmss.s |
 OJ0993| OJ0648 MORRIS                              APPROX. 3.3 KM 0750615.2 |
 OJ0993| OJ0994 44013                                 6.810 METERS 20534     |
 OJ0993|---------------------------------------------------------------------|
 OJ0993
 OJ0993                          SUPERSEDED SURVEY CONTROL
 OJ0993
 OJ0993  NAD 83(1986)-  43 00 28.75157(N)    083 19 17.06700(W) AD(       ) 2
 OJ0993  NAD 27      -  43 00 28.65259(N)    083 19 17.26526(W) AD(       ) 2
 OJ0993  NGVD 29 (07/19/86)  268.1    (m)          880.     (f) VERT ANG       
 OJ0993
 OJ0993.Superseded values are not recommended for survey control.
 OJ0993
 OJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0993.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0993
 OJ0993_MARKER: DD = SURVEY DISK
 OJ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0993_STAMPING: NO 1 44013 1977
 OJ0993_MARK LOGO: MIDH
 OJ0993_PROJECTION: FLUSH
 OJ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0993+STABILITY: SURFACE MOTION
 OJ0993
 OJ0993  HISTORY     - Date     Condition        Report By
 OJ0993  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0993
 OJ0993                          STATION DESCRIPTION
 OJ0993
 OJ0993'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0993'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF HADLEY, 4.9 MI
 OJ0993'(7.9 KM) NORTH-NORTHWEST OF METAMORA AND 3.0 MI (4.8 KM) SOUTH OF
 OJ0993'LAPEER.
 OJ0993'
 OJ0993'TO REACH FROM THE INTERSECTION OF HIGHWAY M-24 AND M-21 FREEWAY
 OJ0993'EASTBOUND, GO SOUTH ALONG HIGHWAY M-24 FOR 1.2 MI (1.9 KM) TO THE MARK
 OJ0993'ON THE LEFT.
 OJ0993'
 OJ0993'IT IS SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 OJ0993'FLUSH WITH THE GROUND SURFACE, 47 FT (14.3 M) EAST OF THE CENTERLINE
 OJ0993'OF M-24, 39 FT (11.9 M) SOUTH-SOUTHWEST OF A POWER POLE AND 32 FT
 OJ0993'(9.8 M) NORTHEAST OF THE NORTH END OF A 12-INCH (30 CM) CORRUGATED
 OJ0993'METAL PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0983 ***********************************************************************
 OJ0983  DESIGNATION -  44014
 OJ0983  PID         -  OJ0983
 OJ0983  STATE/COUNTY-  MI/LAPEER
 OJ0983  COUNTRY     -  US
 OJ0983  USGS QUAD   -  LAPEER (2017)
 OJ0983
 OJ0983                         *CURRENT SURVEY CONTROL
 OJ0983  ______________________________________________________________________
 OJ0983* NAD 83(1994) POSITION- 43 01 55.42754(N) 083 21 19.83549(W)   ADJUSTED
 OJ0983* NAVD 88 ORTHO HEIGHT -   269.0   (meters)      883.    (feet) VERTCON3
 OJ0983  ______________________________________________________________________
 OJ0983  GEOID HEIGHT    -        -34.465 (meters)                     GEOID18
 OJ0983  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 OJ0983  HORZ ORDER      -  SECOND
 OJ0983
 OJ0983.The horizontal coordinates were established by classical geodetic methods
 OJ0983.and adjusted by the National Geodetic Survey in February 1997.
 OJ0983
 OJ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0983
 OJ0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0983.GEOID18 height accuracy estimate available here.
 OJ0983
 OJ0983.Click photographs - Photos may exist for this station.
 OJ0983
 OJ0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0983
 OJ0983. The following values were computed from the NAD 83(1994) position.
 OJ0983
 OJ0983;                    North         East     Units Scale Factor Converg.
 OJ0983;SPC MI S     -   170,673.043 4,082,398.436   MT  0.99991016   +0 41 17.2
 OJ0983;SPC MI S     -   559,950.93 13,393,695.66   iFT  0.99991016   +0 41 17.2
 OJ0983;UTM  17      - 4,767,067.979   308,102.335   MT  1.00005303   -1 36 28.5
 OJ0983
 OJ0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0983!SPC MI S     -   0.99996323  x   0.99991016  =   0.99987339
 OJ0983!UTM  17      -   0.99996323  x   1.00005303  =   1.00001626
 OJ0983
 OJ0983:                Primary Azimuth Mark                     Grid Az
 OJ0983:SPC MI S     -  44012                                    108 17 46.4
 OJ0983:UTM  17      -  44012                                    110 35 32.1
 OJ0983
 OJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0810267067(NAD 83)
 OJ0983
 OJ0983|---------------------------------------------------------------------|
 OJ0983| PID    Reference Object                     Distance      Geod. Az  |
 OJ0983|                                                           dddmmss.s |
 OJ0983| CH0660 44014 RM 1                            6.106 METERS 09445     |
 OJ0983| OJ0980 LAPEER RAD WTHM S MAST              APPROX. 5.8 KM 0961452.8 |
 OJ0983| OJ0982 44012                               APPROX. 2.1 KM 1085903.6 |
 OJ0983| CH0661 44014 RM 2                            6.189 METERS 26854     |
 OJ0983|---------------------------------------------------------------------|
 OJ0983
 OJ0983                          SUPERSEDED SURVEY CONTROL
 OJ0983
 OJ0983  NAD 83(1986)-  43 01 55.42468(N)    083 21 19.86640(W) AD(       ) 2
 OJ0983  NAD 27      -  43 01 55.32689(N)    083 21 20.06039(W) AD(       ) 2
 OJ0983  NGVD 29 (07/19/86)  269.1    (m)          883.     (f) VERT ANG       
 OJ0983
 OJ0983.Superseded values are not recommended for survey control.
 OJ0983
 OJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0983.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0983
 OJ0983_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0983
 OJ0983  HISTORY     - Date     Condition        Report By
 OJ0983  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0983
 OJ0983                          STATION DESCRIPTION
 OJ0983
 OJ0983'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0983'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTH-NORTHWEST OF
 OJ0983'METAMORA AND ABOUT 2-1/4 MILES SOUTHWEST OF LAPEER ON STATE
 OJ0983'HIGHWAY RIGHT-OF-WAY PROPERTY AND IN THE SOUTHWEST 1/4 OF
 OJ0983'SECTION 12, T 7 N, R 9 E.
 OJ0983'
 OJ0983'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0983'M-24 AND WESTBOUND M-21 FREEWAY, GO WEST ALONG M-21 FOR 1.8
 OJ0983'MILES TO THE STATION ON THE RIGHT.
 OJ0983'
 OJ0983'STATION MARKS, STAMPED---44014 MIDH---, ARE MICHIGAN DEPARTMENT
 OJ0983'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 142 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ0983'M-21 FREEWAY, 96 FEET SOUTH OF A 44 INCH OAK TREE, 68 FEET WEST
 OJ0983'OF A 1 INCH ELM TREE, 4 FEET NORTH OF A WITNESS POST AND 3
 OJ0983'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS
 OJ0983'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0983'BELOW THE GROUND SURFACE.
 OJ0983'
 OJ0983'REFERENCE MARK 1, STAMPED---44014 1977---, IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 48 FEET WEST OF A 1 INCH ELM TREE, 20.5 FEET
 OJ0983'EAST OF A WITNESS POST AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 OJ0983'FENCE.
 OJ0983'
 OJ0983'REFERENCE MARK 2, STAMPED---44014 1977---, IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 88 FEET WEST OF A 1 INCH ELM TREE, 20.2 FEET
 OJ0983'WEST OF A WITNESS POST AND 4.7 FEET SOUTH OF THE RIGHT-OF-WAY
 OJ0983'FENCE.
 OJ0983'
 OJ0983'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0983'TRANSPORTATION DISKS.
 OJ0983'
 OJ0983'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ0983'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1001 ***********************************************************************
 OJ1001  DESIGNATION -  44015
 OJ1001  PID         -  OJ1001
 OJ1001  STATE/COUNTY-  MI/LAPEER
 OJ1001  COUNTRY     -  US
 OJ1001  USGS QUAD   -  ELBA (2017)
 OJ1001
 OJ1001                         *CURRENT SURVEY CONTROL
 OJ1001  ______________________________________________________________________
 OJ1001* NAD 83(1994) POSITION- 43 01 47.93534(N) 083 22 51.68694(W)   ADJUSTED
 OJ1001* NAVD 88 ORTHO HEIGHT -   277.3   (meters)      910.    (feet) VERTCON3
 OJ1001  ______________________________________________________________________
 OJ1001  GEOID HEIGHT    -        -34.443 (meters)                     GEOID18
 OJ1001  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 OJ1001  HORZ ORDER      -  SECOND
 OJ1001
 OJ1001.The horizontal coordinates were established by classical geodetic methods
 OJ1001.and adjusted by the National Geodetic Survey in February 1997.
 OJ1001
 OJ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1001
 OJ1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1001.GEOID18 height accuracy estimate available here.
 OJ1001
 OJ1001.Click photographs - Photos may exist for this station.
 OJ1001
 OJ1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1001
 OJ1001. The following values were computed from the NAD 83(1994) position.
 OJ1001
 OJ1001;                    North         East     Units Scale Factor Converg.
 OJ1001;SPC MI S     -   170,417.221 4,080,322.097   MT  0.99991007   +0 40 14.7
 OJ1001;SPC MI S     -   559,111.62 13,386,883.52   iFT  0.99991007   +0 40 14.7
 OJ1001;UTM  17      - 4,766,895.519   306,017.106   MT  1.00006293   -1 37 31.0
 OJ1001
 OJ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1001!SPC MI S     -   0.99996192  x   0.99991007  =   0.99987200
 OJ1001!UTM  17      -   0.99996192  x   1.00006293  =   1.00002485
 OJ1001
 OJ1001:                Primary Azimuth Mark                     Grid Az
 OJ1001:SPC MI S     -  LAPEER 2 RM 5                            018 46 04.9
 OJ1001:UTM  17      -  LAPEER 2 RM 5                            021 03 50.6
 OJ1001
 OJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0601766895(NAD 83)
 OJ1001
 OJ1001|---------------------------------------------------------------------|
 OJ1001| PID    Reference Object                     Distance      Geod. Az  |
 OJ1001|                                                           dddmmss.s |
 OJ1001| OJ0984 LAPEER 2 RM 5                       APPROX. 1.5 KM 0192619.6 |
 OJ1001| CH0662 44015 RM 1                            9.031 METERS 02401     |
 OJ1001| CH0663 44015 RM 2                            7.177 METERS 26942     |
 OJ1001|---------------------------------------------------------------------|
 OJ1001
 OJ1001                          SUPERSEDED SURVEY CONTROL
 OJ1001
 OJ1001  NAD 83(1986)-  43 01 47.93270(N)    083 22 51.71800(W) AD(       ) 2
 OJ1001  NAD 27      -  43 01 47.83524(N)    083 22 51.90911(W) AD(       ) 2
 OJ1001  NGVD 29 (07/19/86)  277.4    (m)          910.     (f) VERT ANG       
 OJ1001
 OJ1001.Superseded values are not recommended for survey control.
 OJ1001
 OJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1001.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1001
 OJ1001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1001
 OJ1001  HISTORY     - Date     Condition        Report By
 OJ1001  HISTORY     - 1977     MONUMENTED       MIDH
 OJ1001
 OJ1001                          STATION DESCRIPTION
 OJ1001
 OJ1001'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ1001'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHWEST OF METAMORA
 OJ1001'AND 3-1/2 MILES WEST-SOUTHWEST OF LAPEER ON STATE HIGHWAY
 OJ1001'RIGHT-OF-WAY PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 10,
 OJ1001'T 7 N, R 9 E.
 OJ1001'
 OJ1001'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-24 AND M-21
 OJ1001'AND DAVISON ROAD IN LAPEER GO WEST ALONG DAVISON ROAD FOR 2.4
 OJ1001'MILES TO NEPESSING AND GENESEE ROADS, GO SOUTHWEST ALONG
 OJ1001'GENESEE ROAD FOR 1.15 MILES TO GOLF ROAD, GO SOUTH ALONG GOLF
 OJ1001'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 OJ1001'
 OJ1001'STATION MARKS, STAMPED---44015 1977---, ARE MICHIGAN DEPARTMENT
 OJ1001'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ1001'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ1001'SURFACE.  IT IS 103 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ1001'M-21 FREEWAY, 32 FEET WEST OF THE CENTERLINE OF GOLF ROAD, 26.5
 OJ1001'FEET EAST OF THE NORTHEAST CORNER OF A RIGHT-OF-WAY FENCE AND 4
 OJ1001'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ1001'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ1001'GROUND SURFACE.
 OJ1001'
 OJ1001'REFERENCE MARK 1, STAMPED---NO 1 44015 1977---, IS SET IN THE
 OJ1001'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ1001'GROUND SURFACE.  IT IS 33.5 FEET NORTHEAST OF A WITNESS POST
 OJ1001'25.5 FEET NORTH OF THE NORTHWEST BRIDGE ABUTMENT AND 19 FEET
 OJ1001'WEST OF THE CENTERLINE OF GOLF ROAD.
 OJ1001'
 OJ1001'REFERENCE MARK 2, STAMPED---NO 2 44015 1977---, IS SET IN THE
 OJ1001'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ1001'GROUND SURFACE.  IT IS 55 FEET WEST OF THE CENTERLINE OF GOLF
 OJ1001'ROAD, 24.3 FEET WEST OF A WITNESS POST AND 4 FEET SOUTHEAST OF
 OJ1001'THE NORTHEAST CORNER OF A RIGHT-OF-WAY FENCE.
 OJ1001'
 OJ1001'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ1001'TRANSPORTATION DISKS.
 OJ1001'
 OJ1001'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ1001'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0992 ***********************************************************************
 OJ0992  DESIGNATION -  44016
 OJ0992  PID         -  OJ0992
 OJ0992  STATE/COUNTY-  MI/LAPEER
 OJ0992  COUNTRY     -  US
 OJ0992  USGS QUAD   -  LAPEER (2017)
 OJ0992
 OJ0992                         *CURRENT SURVEY CONTROL
 OJ0992  ______________________________________________________________________
 OJ0992* NAD 83(1994) POSITION- 43 04 13.57209(N) 083 19 05.29198(W)   ADJUSTED
 OJ0992* NAVD 88 ORTHO HEIGHT -   256.9   (meters)      843.    (feet) VERTCON3
 OJ0992  ______________________________________________________________________
 OJ0992  GEOID HEIGHT    -        -34.442 (meters)                     GEOID18
 OJ0992  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 OJ0992  HORZ ORDER      -  SECOND
 OJ0992
 OJ0992.The horizontal coordinates were established by classical geodetic methods
 OJ0992.and adjusted by the National Geodetic Survey in February 1997.
 OJ0992
 OJ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0992
 OJ0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0992.GEOID18 height accuracy estimate available here.
 OJ0992
 OJ0992.Click photographs - Photos may exist for this station.
 OJ0992
 OJ0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0992
 OJ0992. The following values were computed from the NAD 83(1994) position.
 OJ0992
 OJ0992;                    North         East     Units Scale Factor Converg.
 OJ0992;SPC MI S     -   174,972.640 4,085,390.710   MT  0.99991210   +0 42 48.8
 OJ0992;SPC MI S     -   574,057.22 13,403,512.83   iFT  0.99991210   +0 42 48.8
 OJ0992;UTM  17      - 4,771,244.779   311,264.923   MT  1.00003822   -1 35 00.7
 OJ0992
 OJ0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0992!SPC MI S     -   0.99996512  x   0.99991210  =   0.99987722
 OJ0992!UTM  17      -   0.99996512  x   1.00003822  =   1.00000334
 OJ0992
 OJ0992:                Primary Azimuth Mark                     Grid Az
 OJ0992:SPC MI S     -  44016 MIDH AZ MK                         022 14 10.6
 OJ0992:UTM  17      -  44016 MIDH AZ MK                         024 32 00.1
 OJ0992
 OJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1126471244(NAD 83)
 OJ0992
 OJ0992|---------------------------------------------------------------------|
 OJ0992| PID    Reference Object                     Distance      Geod. Az  |
 OJ0992|                                                           dddmmss.s |
 OJ0992| OJ0991 44016 RM 1                            7.367 METERS 01418     |
 OJ0992| OJ0989 44016 MIDH AZ MK                    APPROX. 0.6 KM 0225659.4 |
 OJ0992| OJ0973 LAPEER MUNICIPAL TANK               APPROX. 1.2 KM 1731447.5 |
 OJ0992| OJ0981 LAPEER N MUN TANK                   APPROX. 0.5 KM 1840357.5 |
 OJ0992| CH0664 44016 RM 2                            6.476 METERS 19520     |
 OJ0992|---------------------------------------------------------------------|
 OJ0992
 OJ0992                          SUPERSEDED SURVEY CONTROL
 OJ0992
 OJ0992  NAD 83(1986)-  43 04 13.56914(N)    083 19 05.32269(W) AD(       ) 2
 OJ0992  NAD 27      -  43 04 13.47185(N)    083 19 05.52018(W) AD(       ) 2
 OJ0992  NGVD 29 (07/19/86)  257.0    (m)          843.     (f) VERT ANG       
 OJ0992
 OJ0992.Superseded values are not recommended for survey control.
 OJ0992
 OJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0992.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0992
 OJ0992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0992
 OJ0992  HISTORY     - Date     Condition        Report By
 OJ0992  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0992
 OJ0992                          STATION DESCRIPTION
 OJ0992
 OJ0992'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0992'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF LAPEER, ON STATE
 OJ0992'HIGHWAY RIGHT-OF-WAY PROPERTY AND IN THE NORTHWEST 1/4 OF
 OJ0992'SECTION 32, T 8 N, R 10 E.
 OJ0992'
 OJ0992'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0992'M-21 AND M-24 IN LAPEER GO NORTH ALONG M-24 FOR 1.3 MILES TO
 OJ0992'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 OJ0992'STATION GO NORTH ALONG M-24 FOR 0.4 MILE TO THE MARK ON THE
 OJ0992'LEFT.
 OJ0992'
 OJ0992'STATION MARKS, STAMPED---44016 1977---, ARE MICHIGAN
 OJ0992'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 OJ0992'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OJ0992'THE GROUND SURFACE.  IT IS 73.3 FEET NORTH-NORTHEAST OF A 5
 OJ0992'INCH ELM TREE, 21.2 FEET WEST OF THE CENTERLINE OF M-24, 6.3
 OJ0992'FEET NORTH-NORTHWEST OF A GUARD POST AND 4.5 FEET NORTH OF A
 OJ0992'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0992'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0992'
 OJ0992'REFERENCE MARK 1, STAMPED---NO 1 44016 1977---, IS SET IN THE
 OJ0992'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0992'GROUND SURFACE.  IT IS 57.7 FEET SOUTH-SOUTHEAST OF A 7 INCH
 OJ0992'ELM TREE, 28.8 FEET NORTH OF A WITNESS POST, 22.4 FEET WEST OF
 OJ0992'THE CENTERLINE OF M-24 AND 3.7 FEET WEST OF A GUARD RAIL.
 OJ0992'
 OJ0992'REFERENCE MARK 2, STAMPED---NO 2 44016 1977---, IS SET IN THE
 OJ0992'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0992'GROUND SURFACE.  IT IS 52.5 FEET NORTH-NORTHEAST OF A 5 INCH
 OJ0992'ELM TREE, 21 FEET WEST OF THE CENTERLINE OF M-24 AND 17 FEET
 OJ0992'SOUTH OF A WITNESS POST.
 OJ0992'
 OJ0992'THE AZIMUTH MARKS, STAMPED---AZ 44016 1977---, ARE REFERENCE
 OJ0992'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0992'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0992'IT IS 39.2 FEET NORTH-NORTHWEST OF A MAIL BOX POST, 37 FEET
 OJ0992'WEST OF THE CENTERLINE OF M-24, 31 FEET EAST-SOUTHEAST OF A 14
 OJ0992'INCH CHINESE ELM TREE AND 18.7 FEET EAST OF THE EAST EDGE OF A
 OJ0992'CONCRETE SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0992'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0992'
 OJ0992'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0992'TRANSPORTATION DISKS.
 OJ0992'
 OJ0992'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0992'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0989 ***********************************************************************
 OJ0989  DESIGNATION -  44016 MIDH AZ MK
 OJ0989  PID         -  OJ0989
 OJ0989  STATE/COUNTY-  MI/LAPEER
 OJ0989  COUNTRY     -  US
 OJ0989  USGS QUAD   -  LAPEER (2017)
 OJ0989
 OJ0989                         *CURRENT SURVEY CONTROL
 OJ0989  ______________________________________________________________________
 OJ0989* NAD 83(1994) POSITION- 43 04 32.76043(N) 083 18 54.20829(W)   ADJUSTED
 OJ0989* NAVD 88 ORTHO HEIGHT -   249.1   (meters)      817.    (feet) VERTCON3
 OJ0989  ______________________________________________________________________
 OJ0989  GEOID HEIGHT    -        -34.436 (meters)                     GEOID18
 OJ0989  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 OJ0989  HORZ ORDER      -  SECOND
 OJ0989
 OJ0989.The horizontal coordinates were established by classical geodetic methods
 OJ0989.and adjusted by the National Geodetic Survey in February 1997.
 OJ0989
 OJ0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0989
 OJ0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0989.GEOID18 height accuracy estimate available here.
 OJ0989
 OJ0989.Click photographs - Photos may exist for this station.
 OJ0989
 OJ0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0989
 OJ0989. The following values were computed from the NAD 83(1994) position.
 OJ0989
 OJ0989;                    North         East     Units Scale Factor Converg.
 OJ0989;SPC MI S     -   175,567.812 4,085,634.035   MT  0.99991241   +0 42 56.3
 OJ0989;SPC MI S     -   576,009.88 13,404,311.14   iFT  0.99991241   +0 42 56.3
 OJ0989;UTM  17      - 4,771,829.792   311,531.942   MT  1.00003698   -1 34 53.6
 OJ0989
 OJ0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0989!SPC MI S     -   0.99996634  x   0.99991241  =   0.99987876
 OJ0989!UTM  17      -   0.99996634  x   1.00003698  =   1.00000332
 OJ0989
 OJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1153171829(NAD 83)
 OJ0989
 OJ0989                          SUPERSEDED SURVEY CONTROL
 OJ0989
 OJ0989  NAD 83(1986)-  43 04 32.75746(N)    083 18 54.23896(W) AD(       ) 2
 OJ0989  NAD 27      -  43 04 32.66027(N)    083 18 54.43666(W) AD(       ) 2
 OJ0989  NGVD 29 (07/19/86)  249.2    (m)          818.     (f) VERT ANG       
 OJ0989
 OJ0989.Superseded values are not recommended for survey control.
 OJ0989
 OJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0989.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0989
 OJ0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0989+STABILITY: SURFACE MOTION
 OJ0989
 OJ0989  HISTORY     - Date     Condition        Report By
 OJ0989  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0989
 OJ0989                          STATION DESCRIPTION
 OJ0989
 OJ0989'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0989'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF LAPEER, ON STATE
 OJ0989'HIGHWAY RIGHT-OF-WAY PROPERTY.
 OJ0989'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0989'M-21 AND M-24 IN LAPEER GO NORTH ALONG M-24 FOR 1.7 MILES TO
 OJ0989'THE STATION ON THE LEFT.
 OJ0989'
 OJ0989'THE AZIMUTH MARKS, STAMPED---AZ 44016 1977---, ARE REFERENCE
 OJ0989'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0989'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0989'IT IS 39.2 FEET NORTH-NORTHWEST OF A MAIL BOX POST, 37 FEET
 OJ0989'WEST OF THE CENTERLINE OF M-24, 31 FEET EAST-SOUTHEAST OF A 14
 OJ0989'INCH CHINESE ELM TREE AND 18.7 FEET EAST OF THE EAST EDGE OF A
 OJ0989'CONCRETE SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0989'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0989'
 OJ0989'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44016 MIDH.
 OJ0989'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0989'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1305 ***********************************************************************
 NE1305  DESIGNATION -  44017
 NE1305  PID         -  NE1305
 NE1305  STATE/COUNTY-  MI/LAPEER
 NE1305  COUNTRY     -  US
 NE1305  USGS QUAD   -  METAMORA (2017)
 NE1305
 NE1305                         *CURRENT SURVEY CONTROL
 NE1305  ______________________________________________________________________
 NE1305* NAD 83(1994) POSITION- 42 55 58.14745(N) 083 18 48.06232(W)   ADJUSTED
 NE1305* NAVD 88 ORTHO HEIGHT -   323.2   (meters)     1060.    (feet) VERTCON3
 NE1305  ______________________________________________________________________
 NE1305  GEOID HEIGHT    -        -34.595 (meters)                     GEOID18
 NE1305  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 NE1305  HORZ ORDER      -  SECOND
 NE1305
 NE1305.The horizontal coordinates were established by classical geodetic methods
 NE1305.and adjusted by the National Geodetic Survey in February 1997.
 NE1305
 NE1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1305
 NE1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1305.GEOID18 height accuracy estimate available here.
 NE1305
 NE1305.Click photographs - Photos may exist for this station.
 NE1305
 NE1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1305
 NE1305. The following values were computed from the NAD 83(1994) position.
 NE1305
 NE1305;                    North         East     Units Scale Factor Converg.
 NE1305;SPC MI S     -   159,691.731 4,085,971.702   MT  0.99990723   +0 43 00.5
 NE1305;SPC MI S     -   523,923.00 13,405,418.97   iFT  0.99990723   +0 43 00.5
 NE1305;UTM  17      - 4,755,950.886   311,233.519   MT  1.00003838   -1 34 34.2
 NE1305
 NE1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1305!SPC MI S     -   0.99995475  x   0.99990723  =   0.99986198
 NE1305!UTM  17      -   0.99995475  x   1.00003838  =   0.99999313
 NE1305
 NE1305:                Primary Azimuth Mark                     Grid Az
 NE1305:SPC MI S     -  44017 MIDH AZ MK                         359 26 30.3
 NE1305:UTM  17      -  44017 MIDH AZ MK                         001 44 05.0
 NE1305
 NE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1123355950(NAD 83)
 NE1305
 NE1305|---------------------------------------------------------------------|
 NE1305| PID    Reference Object                     Distance      Geod. Az  |
 NE1305|                                                           dddmmss.s |
 NE1305| NE1302 44017 MIDH AZ MK                    APPROX. 1.1 KM 0000930.8 |
 NE1305| NE1304 44017 RM 1                            5.966 METERS 02157     |
 NE1305| CH0665 44017 RM 2                            7.385 METERS 29713     |
 NE1305|---------------------------------------------------------------------|
 NE1305
 NE1305                          SUPERSEDED SURVEY CONTROL
 NE1305
 NE1305  NAD 83(1986)-  42 55 58.14671(N)    083 18 48.09550(W) AD(       ) 2
 NE1305  NAD 27      -  42 55 58.04560(N)    083 18 48.29624(W) AD(       ) 2
 NE1305  NGVD 29 (07/19/86)  323.3    (m)         1061.     (f) VERT ANG       
 NE1305
 NE1305.Superseded values are not recommended for survey control.
 NE1305
 NE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1305.See file dsdata.pdf to determine how the superseded data were derived.
 NE1305
 NE1305_MARKER: DD = SURVEY DISK
 NE1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1305_STAMPING: 44017 1977
 NE1305_MARK LOGO: MIDH
 NE1305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1305+STABILITY: SURFACE MOTION
 NE1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1305+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1988
 NE1305
 NE1305  HISTORY     - Date     Condition        Report By
 NE1305  HISTORY     - 1977     MONUMENTED       MIDH
 NE1305  HISTORY     - 1977     GOOD             MIDH
 NE1305  HISTORY     - 19880825 GOOD             NGS
 NE1305  HISTORY     - 20060905 MARK NOT FOUND   INDIV
 NE1305
 NE1305                          STATION DESCRIPTION
 NE1305
 NE1305'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1305'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF LAPEER AND
 NE1305'ABOUT 1-1/2 MILES SOUTHWEST OF METAMORA ON STATE HIGHWAY
 NE1305'RIGHT-OF-WAY PROPERTY AND IN THE SOUTHWEST 1/4 OF SECTION 17,
 NE1305'T 6 N, R 10 E.
 NE1305'
 NE1305'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NE1305'M-24 AND EASTBOUTN M-21 FREEWAY, GO SOUTH ALONG M-24 FOR 6.6
 NE1305'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 NE1305'FROM THE STATION GO NORTH ALONG M-24 FOR 0.7 MILE TO THE MARK
 NE1305'ON THE RIGHT.
 NE1305'
 NE1305'STATION MARKS, STAMPED---44017 1977, ARE MICHIGAN DEPARTMENT
 NE1305'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1305'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1305'SURFACE.  IT IS 81.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 45.3
 NE1305'FEET WEST OF THE CENTERLINE OF M-24, 40.3 FEET NORTHEAST OF A
 NE1305'10 INCH APPLE TREE, AND 4.1 FEET NORTH OF A WITNESS POST.  THE
 NE1305'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1305'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1305'
 NE1305'REFERENCE MARK 1, STAMPED---NO 1 44017 1977---, IS SET IN THE
 NE1305'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1305'GROUND SURFACE.  IT IS 68.8 FEET SOUTH OF A POWER POLE, 37.2
 NE1305'FEET WEST OF THE CENTERLINE OF M-24 AND 34 FEET NORTHEAST OF A
 NE1305'10 INCH APPLE TREE.
 NE1305'
 NE1305'REFERENCE MARK 2, STAMPED---NO 2 44017 1977---, IS SET IN THE
 NE1305'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1305'GROUND SURFACE.  IT IS 66.3 FEET WEST OF THE CENTERLINE OF
 NE1305'M-24, 65.7 FEET SOUTHEAST OF A POWER POLE AND 57 FEET NORTHEAST
 NE1305'OF A 10 INCH APPLE TREE.
 NE1305'
 NE1305'THE AZIMUTH MARKS, STAMPED---AZ 44017 1977---, ARE REFERENCE
 NE1305'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1305'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1305'IT IS 169.8 FEET SOUTHWEST OF A POWER POLE, 55.3 FEET EAST OF
 NE1305'THE CENTERLINE OF M-24, 6.1 FEET SOUTHWEST OF A TELEPHONE POLE
 NE1305'AND 3.9 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 NE1305'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1305'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1305'
 NE1305'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1305'TRANSPORTATION DISKS.
 NE1305'
 NE1305'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1305'DESCRIBED BY G.P. ROSENDALE.
 NE1305
 NE1305                          STATION RECOVERY (1977)
 NE1305
 NE1305'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE1305'RECOVERED IN GOOD CONDITION.
 NE1305
 NE1305                          STATION RECOVERY (1988)
 NE1305
 NE1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NE1305'STATION IS LOCATED IN QUAD. 420831.  IT IS LOCATED ABOUT 13.7 KM
 NE1305'(8.5 MI) SOUTH OF LAPEER, ABOUT 0.8 KM (0.5 MI) SOUTHWEST OF METAMORA
 NE1305'ON HIGHWAY RIGHT OF WAY PROPERTY AND IN THE SOUTHWEST 1/4 SEC. 17,
 NE1305'T-6-N, R-10-E.
 NE1305'TO REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 69 OVER STATE ROUTE
 NE1305'M-24 AT THE SOUTH SIDE OF LAPEER, GO SOUTH ON M-24 FOR 9.1 KM
 NE1305'(5.7 MI) TO A SIDE ROAD LEFT, DRYDEN ROAD AND STATION TT 19 S 1942 IN
 NE1305'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  CONTINUE SOUTH ON M-24
 NE1305'FOR 1.2 KM (0.7 MI) TO MARK ON RIGHT AS DESCRIBED.
 NE1305'STATION IS SET FLUSH WITH THE GROUND.  IT IS 24.841 M (81.499 FT)
 NE1305'SOUTH-SOUTHEAST FROM A UTILITY POLE, 13.807 M (45.298 FT) WEST FROM
 NE1305'THE CENTER OF STATE ROUTE M-24, 12.283 M (40.298 FT) NORTHEAST OF A
 NE1305'10-INCH APPLE TREE AND 0.305 M (1.001 FT) WEST FROM A WITNESS POST.
 NE1305'A TRAVERSE CONNECTION WAS MADE TO STATION TT 19 S 1942 USING
 NE1305'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1305'HEIGHT OF TARGE SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1305'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1305
 NE1305                          STATION RECOVERY (2006)
 NE1305
 NE1305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1305'MARK NOT FOUND, NO EVIDENCE OF MARKER FOR INFORMATION SUPPLIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1302 ***********************************************************************
 NE1302  DESIGNATION -  44017 MIDH AZ MK
 NE1302  PID         -  NE1302
 NE1302  STATE/COUNTY-  MI/LAPEER
 NE1302  COUNTRY     -  US
 NE1302  USGS QUAD   -  METAMORA (2017)
 NE1302
 NE1302                         *CURRENT SURVEY CONTROL
 NE1302  ______________________________________________________________________
 NE1302* NAD 83(1994) POSITION- 42 56 35.10600(N) 083 18 47.92312(W)   ADJUSTED
 NE1302* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) VERTCON3
 NE1302  ______________________________________________________________________
 NE1302  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 NE1302  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 NE1302  HORZ ORDER      -  SECOND
 NE1302
 NE1302.The horizontal coordinates were established by classical geodetic methods
 NE1302.and adjusted by the National Geodetic Survey in February 1997.
 NE1302
 NE1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1302
 NE1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1302.GEOID18 height accuracy estimate available here.
 NE1302
 NE1302.Click photographs - Photos may exist for this station.
 NE1302
 NE1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1302
 NE1302. The following values were computed from the NAD 83(1994) position.
 NE1302
 NE1302;                    North         East     Units Scale Factor Converg.
 NE1302;SPC MI S     -   160,832.070 4,085,960.591   MT  0.99990739   +0 43 00.6
 NE1302;SPC MI S     -   527,664.27 13,405,382.52   iFT  0.99990739   +0 43 00.6
 NE1302;UTM  17      - 4,757,090.906   311,268.049   MT  1.00003822   -1 34 35.2
 NE1302
 NE1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1302!SPC MI S     -   0.99995620  x   0.99990739  =   0.99986360
 NE1302!UTM  17      -   0.99995620  x   1.00003822  =   0.99999442
 NE1302
 NE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1126857090(NAD 83)
 NE1302
 NE1302                          SUPERSEDED SURVEY CONTROL
 NE1302
 NE1302  NAD 83(1986)-  42 56 35.10526(N)    083 18 47.95599(W) AD(       ) 2
 NE1302  NAD 27      -  42 56 35.00438(N)    083 18 48.15653(W) AD(       ) 2
 NE1302  NGVD 29 (07/19/86)  314.     (m)         1030.     (f) VERT ANG       
 NE1302
 NE1302.Superseded values are not recommended for survey control.
 NE1302
 NE1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1302.See file dsdata.pdf to determine how the superseded data were derived.
 NE1302
 NE1302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1302+STABILITY: SURFACE MOTION
 NE1302
 NE1302  HISTORY     - Date     Condition        Report By
 NE1302  HISTORY     - 1977     MONUMENTED       MIDH
 NE1302  HISTORY     - 20070713 MARK NOT FOUND   INDIV
 NE1302
 NE1302                          STATION DESCRIPTION
 NE1302
 NE1302'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1302'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LAPEER AND
 NE1302'ABOUT 1-1/2 MILES SOUTHWEST OF METAMORA ON STATE HIGHWAY
 NE1302'RIGHT-OF-WAY PROPERTY.
 NE1302'
 NE1302'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NE1302'M-24 AND EASTBOUND M-21 FREEWAY, GO SOUTH ALONG M-24 FOR 5.9
 NE1302'MILES TO THE STATION ON THE LEFT.
 NE1302'
 NE1302'THE AZIMUTH MARKS, STAMPED---AZ 44017 1977---, ARE REFERENCE
 NE1302'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1302'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1302'IT IS 169.8 FEET SOUTHWEST OF A POWER POLE, 55.3 FEET EAST OF
 NE1302'THE CENTERLINE OF M-24, 6.1 FEET SOUTHWEST OF A TELEPHONE POLE
 NE1302'AND 3.9 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 NE1302'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1302'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1302'
 NE1302'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44017 MIDH.
 NE1302'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1302'DESCRIBED BY G.P. ROSENDALE.
 NE1302
 NE1302                          STATION RECOVERY (2007)
 NE1302
 NE1302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1302'MARK NOT FOUND DUE TO ROAD (M-24) WIDENING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1304 ***********************************************************************
 NE1304  DESIGNATION -  44017 RM 1
 NE1304  PID         -  NE1304
 NE1304  STATE/COUNTY-  MI/LAPEER
 NE1304  COUNTRY     -  US
 NE1304  USGS QUAD   -  METAMORA (2017)
 NE1304
 NE1304                         *CURRENT SURVEY CONTROL
 NE1304  ______________________________________________________________________
 NE1304* NAD 83(1994) POSITION- 42 55 58.32677(N) 083 18 47.96393(W)   ADJUSTED
 NE1304* NAVD 88 ORTHO HEIGHT -   323.0   (meters)     1060.    (feet) VERTCON3
 NE1304  ______________________________________________________________________
 NE1304  GEOID HEIGHT    -        -34.595 (meters)                     GEOID18
 NE1304  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 NE1304  HORZ ORDER      -  SECOND
 NE1304
 NE1304.The horizontal coordinates were established by classical geodetic methods
 NE1304.and adjusted by the National Geodetic Survey in February 1997.
 NE1304
 NE1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1304
 NE1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1304.GEOID18 height accuracy estimate available here.
 NE1304
 NE1304.Click photographs - Photos may exist for this station.
 NE1304
 NE1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1304
 NE1304. The following values were computed from the NAD 83(1994) position.
 NE1304
 NE1304;                    North         East     Units Scale Factor Converg.
 NE1304;SPC MI S     -   159,697.291 4,085,973.864   MT  0.99990723   +0 43 00.6
 NE1304;SPC MI S     -   523,941.24 13,405,426.06   iFT  0.99990723   +0 43 00.6
 NE1304;UTM  17      - 4,755,956.356   311,235.902   MT  1.00003837   -1 34 34.2
 NE1304
 NE1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1304!SPC MI S     -   0.99995478  x   0.99990723  =   0.99986201
 NE1304!UTM  17      -   0.99995478  x   1.00003837  =   0.99999315
 NE1304
 NE1304:                Primary Azimuth Mark                     Grid Az
 NE1304:SPC MI S     -  METAMORA                                 070 27 45.6
 NE1304:UTM  17      -  METAMORA                                 072 45 20.4
 NE1304
 NE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1123555956(NAD 83)
 NE1304
 NE1304|---------------------------------------------------------------------|
 NE1304| PID    Reference Object                     Distance      Geod. Az  |
 NE1304|                                                           dddmmss.s |
 NE1304| NE1293 METAMORA                            APPROX. 4.0 KM 0711046.2 |
 NE1304| NE1305 44017                                 5.966 METERS 20157     |
 NE1304|---------------------------------------------------------------------|
 NE1304
 NE1304                          SUPERSEDED SURVEY CONTROL
 NE1304
 NE1304  NAD 83(1986)-  42 55 58.32601(N)    083 18 47.99712(W) AD(       ) 2
 NE1304  NAD 27      -  42 55 58.22490(N)    083 18 48.19786(W) AD(       ) 2
 NE1304  NGVD 29 (07/19/86)  323.1    (m)         1060.     (f) VERT ANG       
 NE1304
 NE1304.Superseded values are not recommended for survey control.
 NE1304
 NE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1304.See file dsdata.pdf to determine how the superseded data were derived.
 NE1304
 NE1304_MARKER: DD = SURVEY DISK
 NE1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1304_STAMPING: NO 1 44017 1977
 NE1304_MARK LOGO: MIDH
 NE1304_PROJECTION: FLUSH
 NE1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1304+STABILITY: SURFACE MOTION
 NE1304
 NE1304  HISTORY     - Date     Condition        Report By
 NE1304  HISTORY     - 1977     MONUMENTED       MIDH
 NE1304
 NE1304                          STATION DESCRIPTION
 NE1304
 NE1304'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1304'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF HADLEY,
 NE1304'4.6 MI (7.4 KM) WEST OF THORNVILLE AND 1.4 MI (2.3 KM) WEST-SOUTHWEST
 NE1304'OF METAMORA.
 NE1304'
 NE1304'TO REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 69 OVER STATE ROUTE
 NE1304'M-24 AT THE SOUTH SIDE OF LAPEER, GO SOUTH ON M-24 FOR 9.1 KM (5.7 MI)
 NE1304'(5.7 MI) TO A SIDE ROAD LEFT, DRYDEN ROAD AND STATION TT 19 S 1942 IN
 NE1304'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  CONTINUE SOUTH ON M-24
 NE1304'FOR 1.2 KM (0.7 MI) TO MARK ON THE RIGHT.
 NE1304'
 NE1304'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 NE1304'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 68.8 FT (21.0 M) SOUTH
 NE1304'OF A POWER POLE, 37.2 FT (11.3 M) WEST OF THE CENTERLINE OF M-24 AND
 NE1304'34 FT (10.4 M) NORTHEAST OF A 10 INCH (25 CM) APPLE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1298 ***********************************************************************
 NE1298  DESIGNATION -  44018
 NE1298  PID         -  NE1298
 NE1298  STATE/COUNTY-  MI/LAPEER
 NE1298  COUNTRY     -  US
 NE1298  USGS QUAD   -  METAMORA (2017)
 NE1298
 NE1298                         *CURRENT SURVEY CONTROL
 NE1298  ______________________________________________________________________
 NE1298* NAD 83(1994) POSITION- 42 53 18.87088(N) 083 18 33.19836(W)   ADJUSTED
 NE1298* NAVD 88 ORTHO HEIGHT -   339.1   (meters)     1113.    (feet) VERTCON3
 NE1298  ______________________________________________________________________
 NE1298  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 NE1298  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 NE1298  HORZ ORDER      -  SECOND
 NE1298
 NE1298.The horizontal coordinates were established by classical geodetic methods
 NE1298.and adjusted by the National Geodetic Survey in February 1997.
 NE1298
 NE1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1298
 NE1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1298.GEOID18 height accuracy estimate available here.
 NE1298
 NE1298.Click photographs - Photos may exist for this station.
 NE1298
 NE1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1298
 NE1298. The following values were computed from the NAD 83(1994) position.
 NE1298
 NE1298;                    North         East     Units Scale Factor Converg.
 NE1298;SPC MI S     -   154,781.746 4,086,370.408   MT  0.99990688   +0 43 10.6
 NE1298;SPC MI S     -   507,814.13 13,406,727.06   iFT  0.99990688   +0 43 10.6
 NE1298;UTM  17      - 4,751,028.238   311,435.542   MT  1.00003745   -1 34 19.4
 NE1298
 NE1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1298!SPC MI S     -   0.99995226  x   0.99990688  =   0.99985914
 NE1298!UTM  17      -   0.99995226  x   1.00003745  =   0.99998970
 NE1298
 NE1298:                Primary Azimuth Mark                     Grid Az
 NE1298:SPC MI S     -  44018 AZ MK                              344 30 15.5
 NE1298:UTM  17      -  44018 AZ MK                              346 47 45.5
 NE1298
 NE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1143551028(NAD 83)
 NE1298
 NE1298|---------------------------------------------------------------------|
 NE1298| PID    Reference Object                     Distance      Geod. Az  |
 NE1298|                                                           dddmmss.s |
 NE1298| CH0666 44018 RM 2                            5.950 METERS 15304     |
 NE1298| NE1301 44018 AZ MK                         APPROX. 0.8 KM 3451326.1 |
 NE1298| NE1299 44018 RM 1                            6.858 METERS 35415     |
 NE1298|---------------------------------------------------------------------|
 NE1298
 NE1298                          SUPERSEDED SURVEY CONTROL
 NE1298
 NE1298  NAD 83(1986)-  42 53 18.86994(N)    083 18 33.23217(W) AD(       ) 2
 NE1298  NAD 27      -  42 53 18.76755(N)    083 18 33.43427(W) AD(       ) 2
 NE1298  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 NE1298
 NE1298.Superseded values are not recommended for survey control.
 NE1298
 NE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1298.See file dsdata.pdf to determine how the superseded data were derived.
 NE1298
 NE1298_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1298+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1298
 NE1298  HISTORY     - Date     Condition        Report By
 NE1298  HISTORY     - 1977     MONUMENTED       MIDH
 NE1298  HISTORY     - 20060905 GOOD             INDIV
 NE1298
 NE1298                          STATION DESCRIPTION
 NE1298
 NE1298'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1298'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF OXFORD, 3.5
 NE1298'MILES SOUTH-SOUTHWEST OF METAMORA ON STATE HIGHWAY RIGHT-OF-WAY
 NE1298'PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 32, T 6 N, R 10 E.
 NE1298'
 NE1298'TO REACH THE STATION FROM THE TOWNSHIP HALL IN METAMORA GO WEST
 NE1298'ALONG DRYDEN ROAD FOR 1.4 MILES TO THE INTERSECTION OF DRYDEN
 NE1298'ROAD AND SOUTH LAPEER ROAD (M-24), GO SOUTH ALONG M-24 FOR 3.6
 NE1298'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 NE1298'FROM THE STATION GO NORTH ALONG STATE HIGHWAY M-24 FOR 0.5
 NE1298'MILE TO THE MARK ON THE LEFT.
 NE1298'
 NE1298'STATION MARKS, STAMPED---44018 1977---, ARE MICHIGAN DEPARTMENT
 NE1298'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1298'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1298'SURFACE.  IT IS 131.5 FEET SOUTH OF THE SOUTH END OF A STEEL
 NE1298'BEAM GUARD RAIL, 73.4 FEET EAST OF A RIGHT-OF-WAY FENCE, 43
 NE1298'FEET WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 4.3 FEET
 NE1298'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 NE1298'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1298'GROUND SURFACE.
 NE1298'
 NE1298'REFERENCE MARK 1, STAMPED---NO 1 44018 1977---, IS SET IN THE
 NE1298'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1298'GROUND SURFACE.  IT IS 110 FEET SOUTH OF THE SOUTH END OF A
 NE1298'STEEL BEAM GUARD RAIL, 81.7 FEET EAST OF A RIGHT-OF-WAY FENCE.
 NE1298'35 FEET WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 19 FEET
 NE1298'NORTHEAST OF A WITNESS POST.
 NE1298'
 NE1298'REFERENCE MARK 2, STAMPED---NO 2 44018 1977---, IS SET IN THE
 NE1298'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1298'GROUND SURFACE.  IT IS 150.7 FEET SOUTH OF THE SOUTH END OF THE
 NE1298'GUARD RAIL, 73.6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 43 FEET
 NE1298'WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 24 FEET SOUTH OF
 NE1298'A WITNESS POST.
 NE1298'
 NE1298'THE AZIMUTH MARKS, STAMPED---AZ 44018 1977---, ARE REFERENCE
 NE1298'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1298'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1298'IT IS 220 FEET SOUTH OF A CONCRETE HEADWALL, 35.5 FEET WEST OF
 NE1298'THE CENTERLINE OF SOUTHBOUND M-24 AND 4.2 FEET SOUTH OF A
 NE1298'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1298'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1298'
 NE1298'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1298'TRANSPORTATION DISKS.
 NE1298'
 NE1298'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 NE1298'DESCRIBED BY R. WESOLOWSKI.
 NE1298
 NE1298                          STATION RECOVERY (2006)
 NE1298
 NE1298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1298'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1301 ***********************************************************************
 NE1301  DESIGNATION -  44018 AZ MK
 NE1301  PID         -  NE1301
 NE1301  STATE/COUNTY-  MI/LAPEER
 NE1301  COUNTRY     -  US
 NE1301  USGS QUAD   -  METAMORA (2017)
 NE1301
 NE1301                         *CURRENT SURVEY CONTROL
 NE1301  ______________________________________________________________________
 NE1301* NAD 83(1994) POSITION- 42 53 44.80333(N) 083 18 42.50154(W)   ADJUSTED
 NE1301* NAVD 88 ORTHO HEIGHT -   336.    (meters)     1102.    (feet) VERTCON3
 NE1301  ______________________________________________________________________
 NE1301  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 NE1301  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 NE1301  HORZ ORDER      -  SECOND
 NE1301
 NE1301.The horizontal coordinates were established by classical geodetic methods
 NE1301.and adjusted by the National Geodetic Survey in February 1997.
 NE1301
 NE1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1301
 NE1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1301.GEOID18 height accuracy estimate available here.
 NE1301
 NE1301.Click photographs - Photos may exist for this station.
 NE1301
 NE1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1301
 NE1301. The following values were computed from the NAD 83(1994) position.
 NE1301
 NE1301;                    North         East     Units Scale Factor Converg.
 NE1301;SPC MI S     -   155,579.198 4,086,149.320   MT  0.99990690   +0 43 04.3
 NE1301;SPC MI S     -   510,430.44 13,406,001.71   iFT  0.99990690   +0 43 04.3
 NE1301;UTM  17      - 4,751,833.999   311,246.495   MT  1.00003832   -1 34 26.5
 NE1301
 NE1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1301!SPC MI S     -   0.99995276  x   0.99990690  =   0.99985966
 NE1301!UTM  17      -   0.99995276  x   1.00003832  =   0.99999108
 NE1301
 NE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1124651833(NAD 83)
 NE1301
 NE1301                          SUPERSEDED SURVEY CONTROL
 NE1301
 NE1301  NAD 83(1986)-  42 53 44.80242(N)    083 18 42.53520(W) AD(       ) 2
 NE1301  NAD 27      -  42 53 44.70024(N)    083 18 42.73684(W) AD(       ) 2
 NE1301  NGVD 29 (07/19/86)  336.     (m)         1102.     (f) VERT ANG       
 NE1301
 NE1301.Superseded values are not recommended for survey control.
 NE1301
 NE1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1301.See file dsdata.pdf to determine how the superseded data were derived.
 NE1301
 NE1301_MARKER: DR = REFERENCE MARK DISK
 NE1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1301+STABILITY: SURFACE MOTION
 NE1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1301+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1301
 NE1301  HISTORY     - Date     Condition        Report By
 NE1301  HISTORY     - 1977     MONUMENTED       MIDH
 NE1301  HISTORY     - 20060905 GOOD             INDIV
 NE1301
 NE1301                          STATION DESCRIPTION
 NE1301
 NE1301'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1301'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF OXFORD, 3.5
 NE1301'MILES SOUTH-SOUTHWEST OF METAMORA ON STATE HIGHWAY RIGHT-OF-WAY
 NE1301'PROPERTY.
 NE1301'
 NE1301'TO REACH THE STATION FROM THE TOWNSHIP HALL IN METAMORA GO WEST
 NE1301'ALONG DRYDEN ROAD FOR 1.4 MILES TO THE INTERSECTION OF DRYDEN
 NE1301'ROAD AND SOUTH LAPEER ROAD (M-24), GO SOUTH ALONG M-24 FOR 3.1
 NE1301'MILES TO THE STATION ON THE RIGHT.
 NE1301'
 NE1301'THE AZIMUTH MARKS, STAMPED---AZ 44018 1977---, ARE REFERENCE
 NE1301'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1301'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1301'IT IS 220 FEET SOUTH OF A CONCRETE HEADWALL, 35.5 FEET WEST OF
 NE1301'THE CENTERLINE OF SOUTHBOUND M-24 AND 4.2 FEET SOUTH OF A
 NE1301'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1301'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1301'
 NE1301'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44018 MIDH.
 NE1301'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1301'DESCRIBED BY G.P. ROSENDALE.
 NE1301
 NE1301                          STATION RECOVERY (2006)
 NE1301
 NE1301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1301'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1299 ***********************************************************************
 NE1299  DESIGNATION -  44018 RM 1
 NE1299  PID         -  NE1299
 NE1299  STATE/COUNTY-  MI/LAPEER
 NE1299  COUNTRY     -  US
 NE1299  USGS QUAD   -  METAMORA (2017)
 NE1299
 NE1299                         *CURRENT SURVEY CONTROL
 NE1299  ______________________________________________________________________
 NE1299* NAD 83(1994) POSITION- 42 53 19.09200(N) 083 18 33.22861(W)   ADJUSTED
 NE1299* NAVD 88 ORTHO HEIGHT -   338.6   (meters)     1111.    (feet) VERTCON3
 NE1299  ______________________________________________________________________
 NE1299  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 NE1299  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 NE1299  HORZ ORDER      -  SECOND
 NE1299
 NE1299.The horizontal coordinates were established by classical geodetic methods
 NE1299.and adjusted by the National Geodetic Survey in February 1997.
 NE1299
 NE1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1299
 NE1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1299.GEOID18 height accuracy estimate available here.
 NE1299
 NE1299.Click photographs - Photos may exist for this station.
 NE1299
 NE1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1299
 NE1299. The following values were computed from the NAD 83(1994) position.
 NE1299
 NE1299;                    North         East     Units Scale Factor Converg.
 NE1299;SPC MI S     -   154,788.560 4,086,369.636   MT  0.99990688   +0 43 10.6
 NE1299;SPC MI S     -   507,836.48 13,406,724.53   iFT  0.99990688   +0 43 10.6
 NE1299;UTM  17      - 4,751,035.078   311,435.043   MT  1.00003745   -1 34 19.4
 NE1299
 NE1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1299!SPC MI S     -   0.99995233  x   0.99990688  =   0.99985922
 NE1299!UTM  17      -   0.99995233  x   1.00003745  =   0.99998978
 NE1299
 NE1299:                Primary Azimuth Mark                     Grid Az
 NE1299:SPC MI S     -  METAMORA                                 028 23 55.9
 NE1299:UTM  17      -  METAMORA                                 030 41 25.9
 NE1299
 NE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1143551035(NAD 83)
 NE1299
 NE1299|---------------------------------------------------------------------|
 NE1299| PID    Reference Object                     Distance      Geod. Az  |
 NE1299|                                                           dddmmss.s |
 NE1299| NE1293 METAMORA                            APPROX. 7.1 KM 0290706.5 |
 NE1299| NE1298 44018                                 6.858 METERS 17415     |
 NE1299|---------------------------------------------------------------------|
 NE1299
 NE1299                          SUPERSEDED SURVEY CONTROL
 NE1299
 NE1299  NAD 83(1986)-  42 53 19.09106(N)    083 18 33.26241(W) AD(       ) 2
 NE1299  NAD 27      -  42 53 18.98867(N)    083 18 33.46452(W) AD(       ) 2
 NE1299  NGVD 29 (07/19/86)  338.7    (m)         1111.     (f) VERT ANG       
 NE1299
 NE1299.Superseded values are not recommended for survey control.
 NE1299
 NE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1299.See file dsdata.pdf to determine how the superseded data were derived.
 NE1299
 NE1299_MARKER: DD = SURVEY DISK
 NE1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1299_STAMPING: NO 1 44018 1977
 NE1299_MARK LOGO: MIDH
 NE1299_PROJECTION: FLUSH
 NE1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1299+STABILITY: SURFACE MOTION
 NE1299
 NE1299  HISTORY     - Date     Condition        Report By
 NE1299  HISTORY     - 1977     MONUMENTED       MIDH
 NE1299
 NE1299                          STATION DESCRIPTION
 NE1299
 NE1299'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1299'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF THORNVILLE, 5.0
 NE1299'MI (8.0 KM) NORTH-NORTHWEST OF OXFORD AND 3.8 MI (6.1 KM)
 NE1299'SOUTH-SOUTHWEST OF METAMORA.
 NE1299'
 NE1299'TO REACH FROM THE TOWNSHIP HALL IN METAMORA, GO WEST ALONG DRYDEN ROAD
 NE1299'FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF DRYDEN ROAD AND SOUTH
 NE1299'LAPEER ROAD (M-24)   GO SOUTH ALONG M-24 FOR 3.6 MI (5.8 KM) TO THE
 NE1299'MARK ON THE RIGHT.
 NE1299'
 NE1299'IT IS 110 FT (33.5 M) SOUTH OF THE SOUTH END OF A STEEL BEAM GUARD
 NE1299'RAIL, 81.7 FT (24.9 M) EAST OF A RIGHT-OF-WAY FENCE, 35 FT (10.7 M)
 NE1299'WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 19 FT (5.8 M) NORTHEAST
 NE1299'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3068 ***********************************************************************
 AB3068  DESIGNATION -  44200
 AB3068  PID         -  AB3068
 AB3068  STATE/COUNTY-  MI/LAPEER
 AB3068  COUNTRY     -  US
 AB3068  USGS QUAD   -  METAMORA (2017)
 AB3068
 AB3068                         *CURRENT SURVEY CONTROL
 AB3068  ______________________________________________________________________
 AB3068* NAD 83(2011) POSITION- 42 53 07.86108(N) 083 18 23.35799(W)   ADJUSTED
 AB3068* NAD 83(2011) ELLIP HT-   307.253 (meters)        (06/27/12)   ADJUSTED
 AB3068* NAD 83(2011) EPOCH   -  2010.00
 AB3068* NAVD 88 ORTHO HEIGHT -   341.86  (meters)     1121.6   (feet) LEVELING
 AB3068  ______________________________________________________________________
 AB3068  GEOID HEIGHT    -        -34.621 (meters)                     GEOID18
 AB3068  NAD 83(2011) X  -    545,590.933 (meters)                     COMP
 AB3068  NAD 83(2011) Y  - -4,648,937.565 (meters)                     COMP
 AB3068  NAD 83(2011) Z  -  4,318,400.763 (meters)                     COMP
 AB3068  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 AB3068  VERT ORDER      -  THIRD ?
 AB3068
 AB3068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3068  Standards:
 AB3068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3068  -------------------------------------------------------------------
 AB3068  NETWORK    5.40   3.63           1.21   2.67   1.85      0.01782695
 AB3068  -------------------------------------------------------------------
 AB3068  Click here for local accuracies and other accuracy information.
 AB3068
 AB3068.The horizontal coordinates were established by GPS observations
 AB3068.and adjusted by the National Geodetic Survey in June 2012.
 AB3068
 AB3068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3068.been affixed to the stable North American tectonic plate. See 
 AB3068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3068
 AB3068.The horizontal coordinates are valid at the epoch date displayed above
 AB3068.which is a decimal equivalence of Year/Month/Day.
 AB3068
 AB3068.The orthometric height was determined by differential leveling.
 AB3068.The vertical network tie was performed by a horz. field party for horz.
 AB3068.obs reductions. Reset procedures were used to establish the elevation.
 AB3068
 AB3068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3068.GEOID18 height accuracy estimate available here.
 AB3068
 AB3068.Click photographs - Photos may exist for this station.
 AB3068
 AB3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3068
 AB3068.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3068
 AB3068.The ellipsoidal height was determined by GPS observations
 AB3068.and is referenced to NAD 83.
 AB3068
 AB3068. The following values were computed from the NAD 83(2011) position.
 AB3068
 AB3068;                    North         East     Units Scale Factor Converg.
 AB3068;SPC MI S     -   154,444.867 4,086,597.937   MT  0.99990688   +0 43 17.3
 AB3068;SPC MI S     -   506,708.88 13,407,473.55   iFT  0.99990688   +0 43 17.3
 AB3068;UTM  17      - 4,750,682.485   311,649.446   MT  1.00003646   -1 34 12.4
 AB3068
 AB3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3068!SPC MI S     -   0.99995182  x   0.99990688  =   0.99985870
 AB3068!UTM  17      -   0.99995182  x   1.00003646  =   0.99998828
 AB3068
 AB3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1164950682(NAD 83)
 AB3068
 AB3068                          SUPERSEDED SURVEY CONTROL
 AB3068
 AB3068  NAD 83(2007)-  42 53 07.86120(N)    083 18 23.35903(W) AD(2002.00) 0
 AB3068  ELLIP H (02/10/07)  307.271  (m)                       GP(2002.00)    
 AB3068  ELLIP H (07/12/02)  307.292  (m)                       GP(       ) 4 1
 AB3068  NAD 83(1994)-  42 53 07.86117(N)    083 18 23.35908(W) AD(       ) 1
 AB3068  ELLIP H (02/03/97)  307.282  (m)                       GP(       ) 4 1
 AB3068  NAD 83(1994)-  42 53 07.86142(N)    083 18 23.35919(W) AD(       ) 1
 AB3068  ELLIP H (05/02/96)  307.286  (m)                       GP(       ) 1 1
 AB3068
 AB3068.Superseded values are not recommended for survey control.
 AB3068
 AB3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3068.See file dsdata.pdf to determine how the superseded data were derived.
 AB3068
 AB3068_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3068_STAMPING: 44200 1992
 AB3068_MARK LOGO: MIDT
 AB3068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3068+STABILITY: SURFACE MOTION
 AB3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3068+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 AB3068
 AB3068  HISTORY     - Date     Condition        Report By
 AB3068  HISTORY     - 1992     MONUMENTED       MIDT
 AB3068  HISTORY     - 20060905 GOOD             INDIV
 AB3068  HISTORY     - 20150316 GOOD             ROWEIN
 AB3068
 AB3068                          STATION DESCRIPTION
 AB3068
 AB3068'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3068'STATION IS LOCATED IN QUAD 420831, ON THE METAMORA QUADRANGLE MAP.  IT
 AB3068'IS IN THE SOUTHEAST 1/4 OF SECTION 32, T-6-N, R-10-E, METAMORA
 AB3068'TOWNSHIP.  ABOUT 11.6 MI (18.7 KM) SOUTH OF LAPEER, 3.6 MI (5.8 KM)
 AB3068'SOUTH OF METAMORA, 5.0 MI (8.0 KM) NORTH OF OXFORD, AND ON STATE
 AB3068'HIGHWAY M-24 RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF STATE
 AB3068'HIGHWAY M-24 AND INTERSTATE HIGHWAY 69, (LAPEER EXIT) SOUTH OF LAPEER,
 AB3068'GO SOUTH ON STATE HIGHWAY M-24 FOR 9.9 MI (15.9 KM) TO STATION ON THE
 AB3068'LEFT, ON THE EAST RIGHT-OF-WAY AS DESCRIBED.  STATION IS 44.0 FT (13.4
 AB3068'M) EAST OF THE CENTER OF NORTHBOUND HIGHWAY M-24, 142.8 FT (43.5 M)
 AB3068'NORTHWEST OF THE NORTHWEST LEG OF A HIGH TENSION TOWER, 52.0 FT (15.8
 AB3068'M) WEST OF A RIGHT-OF-WAY FENCE, AND 3.0 FT (0.9 M) WEST OF A METAL
 AB3068'WITNESS POST WITH 2.0 FT (0.6 M) NORTH OF A STONE FENCE CORNER POST,
 AB3068'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST, AND 1.0 FT (0.3 M)
 AB3068'BELOW GROUND SURFACE.
 AB3068
 AB3068                          STATION RECOVERY (2006)
 AB3068
 AB3068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 AB3068'RECOVERED AS DESCRIBED
 AB3068
 AB3068                          STATION RECOVERY (2015)
 AB3068
 AB3068'RECOVERY NOTE BY ROWE INCORPORATED 2015 (MWR)
 AB3068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3069 ***********************************************************************
 AB3069  DESIGNATION -  44201
 AB3069  PID         -  AB3069
 AB3069  STATE/COUNTY-  MI/LAPEER
 AB3069  COUNTRY     -  US
 AB3069  USGS QUAD   -  METAMORA (2017)
 AB3069
 AB3069                         *CURRENT SURVEY CONTROL
 AB3069  ______________________________________________________________________
 AB3069* NAD 83(2011) POSITION- 42 57 18.80054(N) 083 20 29.78169(W)   ADJUSTED
 AB3069* NAD 83(2011) ELLIP HT-   248.671 (meters)        (06/27/12)   ADJUSTED
 AB3069* NAD 83(2011) EPOCH   -  2010.00
 AB3069* NAVD 88 ORTHO HEIGHT -   283.20  (meters)      929.1   (feet) LEVELING
 AB3069  ______________________________________________________________________
 AB3069  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 AB3069  NAD 83(2011) X  -    542,124.971 (meters)                     COMP
 AB3069  NAD 83(2011) Y  - -4,643,990.540 (meters)                     COMP
 AB3069  NAD 83(2011) Z  -  4,324,031.803 (meters)                     COMP
 AB3069  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 AB3069  VERT ORDER      -  THIRD ?
 AB3069
 AB3069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3069  Standards:
 AB3069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3069  -------------------------------------------------------------------
 AB3069  NETWORK    6.53   4.74           1.71   3.18   2.42      0.02355576
 AB3069  -------------------------------------------------------------------
 AB3069  Click here for local accuracies and other accuracy information.
 AB3069
 AB3069.The horizontal coordinates were established by GPS observations
 AB3069.and adjusted by the National Geodetic Survey in June 2012.
 AB3069
 AB3069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3069.been affixed to the stable North American tectonic plate. See 
 AB3069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3069
 AB3069.The horizontal coordinates are valid at the epoch date displayed above
 AB3069.which is a decimal equivalence of Year/Month/Day.
 AB3069
 AB3069.The orthometric height was determined by differential leveling.
 AB3069.The vertical network tie was performed by a horz. field party for horz.
 AB3069.obs reductions. Reset procedures were used to establish the elevation.
 AB3069
 AB3069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3069.GEOID18 height accuracy estimate available here.
 AB3069
 AB3069.Click photographs - Photos may exist for this station.
 AB3069
 AB3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3069
 AB3069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3069
 AB3069.The ellipsoidal height was determined by GPS observations
 AB3069.and is referenced to NAD 83.
 AB3069
 AB3069. The following values were computed from the NAD 83(2011) position.
 AB3069
 AB3069;                    North         East     Units Scale Factor Converg.
 AB3069;SPC MI S     -   162,151.707 4,083,635.314   MT  0.99990763   +0 41 51.3
 AB3069;SPC MI S     -   531,993.79 13,397,753.65   iFT  0.99990763   +0 41 51.3
 AB3069;UTM  17      - 4,758,502.732   308,997.135   MT  1.00004883   -1 35 46.0
 AB3069
 AB3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3069!SPC MI S     -   0.99996100  x   0.99990763  =   0.99986864
 AB3069!UTM  17      -   0.99996100  x   1.00004883  =   1.00000983
 AB3069
 AB3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0899758502(NAD 83)
 AB3069
 AB3069                          SUPERSEDED SURVEY CONTROL
 AB3069
 AB3069  NAD 83(2007)-  42 57 18.80061(N)    083 20 29.78270(W) AD(2002.00) 0
 AB3069  ELLIP H (02/10/07)  248.687  (m)                       GP(2002.00)    
 AB3069  ELLIP H (07/12/02)  248.736  (m)                       GP(       ) 4 1
 AB3069  NAD 83(1994)-  42 57 18.79855(N)    083 20 29.78337(W) AD(       ) 1
 AB3069  ELLIP H (02/03/97)  248.668  (m)                       GP(       ) 4 1
 AB3069  NAD 83(1994)-  42 57 18.80080(N)    083 20 29.78279(W) AD(       ) 1
 AB3069  ELLIP H (05/02/96)  248.701  (m)                       GP(       ) 1 1
 AB3069
 AB3069.Superseded values are not recommended for survey control.
 AB3069
 AB3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3069.See file dsdata.pdf to determine how the superseded data were derived.
 AB3069
 AB3069_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3069_STAMPING: 44201 1992
 AB3069_MARK LOGO: MIDT
 AB3069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3069+STABILITY: SURFACE MOTION
 AB3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3069+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 AB3069
 AB3069  HISTORY     - Date     Condition        Report By
 AB3069  HISTORY     - 1992     MONUMENTED       MIDT
 AB3069  HISTORY     - 20060315 GOOD             ROWEIN
 AB3069  HISTORY     - 20070713 GOOD             INDIV
 AB3069
 AB3069                          STATION DESCRIPTION
 AB3069
 AB3069'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3069'STATION IS LOCATED IN QUAD 420831 ON THE METAMORA QUADRANGLE MAP.  IT
 AB3069'IS IN SECTION 1, T-6-N, R-9-E, ELBA TOWNSHIP.  ABOUT 6.6 MILES (10.6
 AB3069'KM) SOUTHWEST OF LAPEER, 2.8 MILES (4.5 KM) NORTHWEST OF METAMORA, 3.2
 AB3069'MILES (5.1 KM) SOUTHWEST OF HUNTERS CREEK AND ON THE SOUTH
 AB3069'RIGHT-OF-WAY OF PRATT ROAD.  TO REACH FROM THE INTERSTATE HIGHWAY 69
 AB3069'AND STATE HIGHWAY M-24 INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG
 AB3069'STATE HIGHWAY M-24 FOR 4.9 MI (7.9 KM) TO PRATT ROAD. TURN RIGHT AND
 AB3069'GO WEST ON PRATT ROAD FOR 1.3 MI (2.1 KM) TO BALDWIN ROAD.  CONTINUE
 AB3069'WEST ON PRATT ROAD 0.10 MI (0.16 KM) TO STATION ON LEFT.  STATION IS
 AB3069'20.0 FT (6.1 M) SOUTH OF THE CENTER OF PRATT RD., 98.0 FT (29.9 M)
 AB3069'SOUTHWEST OF A 12-INCH CORRUGATED PLASTIC DRIVEWAY CULVERT AND 4.0 FT
 AB3069'(1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AB3069
 AB3069                          STATION RECOVERY (2006)
 AB3069
 AB3069'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 AB3069'RECOVERED IN GOOD CONDITION.
 AB3069
 AB3069                          STATION RECOVERY (2007)
 AB3069
 AB3069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AB3069'DISK SET IN SQUARE CONCRETE IN WOODED AREA OF STATE LAND. TO REACH
 AB3069'STATION FROM INTERSECTION OF FOX LAKE ROAD AND PADER ROCK ROAD GO
 AB3069'SOUTH 174 FEET   ALONG CENTERLINE OF PADER ROAD ROAD AND WEST 26.5
 AB3069'FEET   TO MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3070 ***********************************************************************
 AB3070  DESIGNATION -  44202
 AB3070  PID         -  AB3070
 AB3070  STATE/COUNTY-  MI/LAPEER
 AB3070  COUNTRY     -  US
 AB3070  USGS QUAD   -  METAMORA (2017)
 AB3070
 AB3070                         *CURRENT SURVEY CONTROL
 AB3070  ______________________________________________________________________
 AB3070* NAD 83(2011) POSITION- 42 57 21.05472(N) 083 19 04.20499(W)   ADJUSTED
 AB3070* NAD 83(2011) ELLIP HT-   264.760 (meters)        (06/27/12)   ADJUSTED
 AB3070* NAD 83(2011) EPOCH   -  2010.00
 AB3070* NAVD 88 ORTHO HEIGHT -   299.32  (meters)      982.0   (feet) LEVELING
 AB3070  ______________________________________________________________________
 AB3070  GEOID HEIGHT    -        -34.577 (meters)                     GEOID18
 AB3070  NAD 83(2011) X  -    544,047.512 (meters)                     COMP
 AB3070  NAD 83(2011) Y  - -4,643,729.833 (meters)                     COMP
 AB3070  NAD 83(2011) Z  -  4,324,093.679 (meters)                     COMP
 AB3070  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 AB3070  VERT ORDER      -  THIRD ?
 AB3070
 AB3070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3070  Standards:
 AB3070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3070  -------------------------------------------------------------------
 AB3070  NETWORK    6.53   4.72           1.71   3.18   2.41      0.01640121
 AB3070  -------------------------------------------------------------------
 AB3070  Click here for local accuracies and other accuracy information.
 AB3070
 AB3070.The horizontal coordinates were established by GPS observations
 AB3070.and adjusted by the National Geodetic Survey in June 2012.
 AB3070
 AB3070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3070.been affixed to the stable North American tectonic plate. See 
 AB3070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3070
 AB3070.The horizontal coordinates are valid at the epoch date displayed above
 AB3070.which is a decimal equivalence of Year/Month/Day.
 AB3070
 AB3070.The orthometric height was determined by differential leveling.
 AB3070.The vertical network tie was performed by a horz. field party for horz.
 AB3070.obs reductions. Reset procedures were used to establish the elevation.
 AB3070
 AB3070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3070.GEOID18 height accuracy estimate available here.
 AB3070
 AB3070.Click photographs - Photos may exist for this station.
 AB3070
 AB3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3070
 AB3070.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3070
 AB3070.The ellipsoidal height was determined by GPS observations
 AB3070.and is referenced to NAD 83.
 AB3070
 AB3070. The following values were computed from the NAD 83(2011) position.
 AB3070
 AB3070;                    North         East     Units Scale Factor Converg.
 AB3070;SPC MI S     -   162,245.144 4,085,573.863   MT  0.99990764   +0 42 49.5
 AB3070;SPC MI S     -   532,300.34 13,404,113.72   iFT  0.99990764   +0 42 49.5
 AB3070;UTM  17      - 4,758,518.512   310,938.136   MT  1.00003975   -1 34 47.7
 AB3070
 AB3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3070!SPC MI S     -   0.99995848  x   0.99990764  =   0.99986612
 AB3070!UTM  17      -   0.99995848  x   1.00003975  =   0.99999823
 AB3070
 AB3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1093858518(NAD 83)
 AB3070
 AB3070                          SUPERSEDED SURVEY CONTROL
 AB3070
 AB3070  NAD 83(2007)-  42 57 21.05479(N)    083 19 04.20600(W) AD(2002.00) 0
 AB3070  ELLIP H (02/10/07)  264.776  (m)                       GP(2002.00)    
 AB3070  ELLIP H (07/12/02)  264.825  (m)                       GP(       ) 4 1
 AB3070  NAD 83(1994)-  42 57 21.05272(N)    083 19 04.20666(W) AD(       ) 1
 AB3070  ELLIP H (02/03/97)  264.756  (m)                       GP(       ) 4 1
 AB3070  NAD 83(1994)-  42 57 21.05498(N)    083 19 04.20609(W) AD(       ) 1
 AB3070  ELLIP H (05/02/96)  264.790  (m)                       GP(       ) 1 1
 AB3070
 AB3070.Superseded values are not recommended for survey control.
 AB3070
 AB3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3070.See file dsdata.pdf to determine how the superseded data were derived.
 AB3070
 AB3070_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3070_STAMPING: 44202 1992
 AB3070_MARK LOGO: MIDT
 AB3070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3070+STABILITY: SURFACE MOTION
 AB3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3070+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 AB3070
 AB3070  HISTORY     - Date     Condition        Report By
 AB3070  HISTORY     - 1992     MONUMENTED       MIDT
 AB3070  HISTORY     - 20070713 GOOD             INDIV
 AB3070
 AB3070                          STATION DESCRIPTION
 AB3070
 AB3070'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3070'STATION IS LOCATED IN QUAD 420831 ON THE METAMORA QUADRANGLE MAP.  IT
 AB3070'IS IN SECTION 8, T-6-N, R-10-E, METAMORA TOWNSHIP, ABOUT 6.5 MILES
 AB3070'(10.5 KM) SOUTH OF LAPEER, 2 MILES (3.2 KM) NORTHWEST OF METAMORA, 9.0
 AB3070'MILES (14.5 KM) NORTH OF OXFORD AND ON THE NORTH RIGHT-OF-WAY OF PRATT
 AB3070'ROAD.  TO REACH FROM THE INTERSTATE HIGHWAY 69 AND STATE HIGHWAY M-24
 AB3070'INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG STATE HIGHWAY M-24 FOR 4.9
 AB3070'MI (7.9 KM) TO PRATT ROAD.  TURN RIGHT AND GO WEST ON PRATT ROAD FOR
 AB3070'0.2 MI (0.3 KM) TO STATION ON RIGHT, IN FRONT OF THE (EMMA MURPHY)
 AB3070'ELEMENTARY SCHOOL.  STATION IS 33.0 FT (10.1 M) NORTH OF THE CENTER OF
 AB3070'PRATT ROAD, 16.5 FT (5.0 M) WEST OF A UTILITY POLE, 59.0 FT (18.0 M)
 AB3070'SOUTH OF THE SOUTH EDGE OF THE PAVED SCHOOL PARKING LOT, 87.0 FT (26.5
 AB3070'M) WEST OF DRIVE INTO SCHOOL, AND 4.0 FT (1.2 M) EAST OF A METAL
 AB3070'WITNESS POST WITH SIGN.
 AB3070
 AB3070                          STATION RECOVERY (2007)
 AB3070
 AB3070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AB3070'FOUND DISK SET IN CONCRETE IN FRONT OF MURPHY ELEMENTARY SCHOOL. TO
 AB3070'REACH THE STATION FROM THE INTERSECTION OF M-24 AND PRATT ROAD, GO
 AB3070'WEST 1022 FEET   ALONG PRATT ROAD AND NORTH 33 FEET   FROM THE
 AB3070'CENTERLINE OF PRATT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3071 ***********************************************************************
 AB3071  DESIGNATION -  44203
 AB3071  PID         -  AB3071
 AB3071  STATE/COUNTY-  MI/LAPEER
 AB3071  COUNTRY     -  US
 AB3071  USGS QUAD   -  LAPEER (2017)
 AB3071
 AB3071                         *CURRENT SURVEY CONTROL
 AB3071  ______________________________________________________________________
 AB3071* NAD 83(2011) POSITION- 43 01 48.58535(N) 083 20 46.16679(W)   ADJUSTED
 AB3071* NAD 83(2011) ELLIP HT-   223.177 (meters)        (06/27/12)   ADJUSTED
 AB3071* NAD 83(2011) EPOCH   -  2010.00
 AB3071* NAVD 88 ORTHO HEIGHT -   257.65  (meters)      845.3   (feet) LEVELING
 AB3071  ______________________________________________________________________
 AB3071  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 AB3071  NAD 83(2011) X  -    541,096.073 (meters)                     COMP
 AB3071  NAD 83(2011) Y  - -4,638,376.031 (meters)                     COMP
 AB3071  NAD 83(2011) Z  -  4,330,104.109 (meters)                     COMP
 AB3071  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 AB3071  VERT ORDER      -  THIRD ?
 AB3071
 AB3071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3071  Standards:
 AB3071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3071  -------------------------------------------------------------------
 AB3071  NETWORK    7.14   4.98           1.85   3.46   2.54      0.24189645
 AB3071  -------------------------------------------------------------------
 AB3071  Click here for local accuracies and other accuracy information.
 AB3071
 AB3071.The horizontal coordinates were established by GPS observations
 AB3071.and adjusted by the National Geodetic Survey in June 2012.
 AB3071
 AB3071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3071.been affixed to the stable North American tectonic plate. See 
 AB3071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3071
 AB3071.The horizontal coordinates are valid at the epoch date displayed above
 AB3071.which is a decimal equivalence of Year/Month/Day.
 AB3071
 AB3071.The orthometric height was determined by differential leveling.
 AB3071.The vertical network tie was performed by a horz. field party for horz.
 AB3071.obs reductions. Reset procedures were used to establish the elevation.
 AB3071
 AB3071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3071.GEOID18 height accuracy estimate available here.
 AB3071
 AB3071.Click photographs - Photos may exist for this station.
 AB3071
 AB3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3071
 AB3071.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3071
 AB3071.The ellipsoidal height was determined by GPS observations
 AB3071.and is referenced to NAD 83.
 AB3071
 AB3071. The following values were computed from the NAD 83(2011) position.
 AB3071
 AB3071;                    North         East     Units Scale Factor Converg.
 AB3071;SPC MI S     -   170,471.128 4,083,163.079   MT  0.99991008   +0 41 40.2
 AB3071;SPC MI S     -   559,288.48 13,396,204.33   iFT  0.99991008   +0 41 40.2
 AB3071;UTM  17      - 4,766,835.560   308,858.382   MT  1.00004947   -1 36 05.3
 AB3071
 AB3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3071!SPC MI S     -   0.99996500  x   0.99991008  =   0.99987509
 AB3071!UTM  17      -   0.99996500  x   1.00004947  =   1.00001447
 AB3071
 AB3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0885866835(NAD 83)
 AB3071
 AB3071                          SUPERSEDED SURVEY CONTROL
 AB3071
 AB3071  NAD 83(2007)-  43 01 48.58539(N)    083 20 46.16782(W) AD(2002.00) 0
 AB3071  ELLIP H (02/10/07)  223.193  (m)                       GP(2002.00)    
 AB3071  ELLIP H (07/12/02)  223.223  (m)                       GP(       ) 4 1
 AB3071  NAD 83(1994)-  43 01 48.58474(N)    083 20 46.16796(W) AD(       ) 1
 AB3071  ELLIP H (02/03/97)  223.199  (m)                       GP(       ) 4 1
 AB3071  NAD 83(1994)-  43 01 48.58556(N)    083 20 46.16794(W) AD(       ) 1
 AB3071  ELLIP H (05/02/96)  223.209  (m)                       GP(       ) 1 1
 AB3071
 AB3071.Superseded values are not recommended for survey control.
 AB3071
 AB3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3071.See file dsdata.pdf to determine how the superseded data were derived.
 AB3071
 AB3071_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3071_STAMPING: 44203 1992
 AB3071_MARK LOGO: MIDT
 AB3071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3071+STABILITY: SURFACE MOTION
 AB3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3071+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AB3071
 AB3071  HISTORY     - Date     Condition        Report By
 AB3071  HISTORY     - 1992     MONUMENTED       MIDT
 AB3071  HISTORY     - 20060403 GOOD             ROWEIN
 AB3071
 AB3071                          STATION DESCRIPTION
 AB3071
 AB3071'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3071'STAION IS LOCATED IN QUAD 430832 ON THE LAPEER QUADRANGLE MAP.  IT IS
 AB3071'IN SECTION 12, T-07-N, R-09-E, ELBA TOWNSHIP, ABOUT 6.5 MI (10.5 KM)
 AB3071'NORTHWEST OF METAMORA, 4.0 MI (6.4 KM) NORTHWEST OF HUNTERS CREEK, 2.0
 AB3071'MI (3.2 KM) SOUTHWEST OF LAPEER, AND ON INTERSTATE HIGHWAY 69
 AB3071'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3071'AND LAKE NEPESSING ROAD (EXIT 153) , TRAVEL EAST ALONG INTERSTATE
 AB3071'HIGHWAY 69 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT AS
 AB3071'DESCRIBED.  STATION IS 20.0 FT (6.1 M) SOUTH OF THE SOUTH EDGE OF THE
 AB3071'EASTBOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 69, 40.0 FT (12.2 M)
 AB3071'NORTHEAST OF THE NORTH LEG OF AN INTERSTATE SIGN POST (CARO/OXFORD
 AB3071'EXIT 155) AND 3.2 FT (1.0 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AB3071
 AB3071                          STATION RECOVERY (2006)
 AB3071
 AB3071'RECOVERY NOTE BY ROWE INCORPORATED 2006 (MWR)
 AB3071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3080 ***********************************************************************
 AB3080  DESIGNATION -  44205
 AB3080  PID         -  AB3080
 AB3080  STATE/COUNTY-  MI/LAPEER
 AB3080  COUNTRY     -  US
 AB3080  USGS QUAD   -  ALMONT (2017)
 AB3080
 AB3080                         *CURRENT SURVEY CONTROL
 AB3080  ______________________________________________________________________
 AB3080* NAD 83(2011) POSITION- 42 59 57.25967(N) 083 05 14.45044(W)   ADJUSTED
 AB3080* NAD 83(2011) ELLIP HT-   222.184 (meters)        (06/27/12)   ADJUSTED
 AB3080* NAD 83(2011) EPOCH   -  2010.00
 AB3080* NAVD 88 ORTHO HEIGHT -   256.91  (meters)      842.9   (feet) LEVELING
 AB3080  ______________________________________________________________________
 AB3080  GEOID HEIGHT    -        -34.781 (meters)                     GEOID18
 AB3080  NAD 83(2011) X  -    562,324.424 (meters)                     COMP
 AB3080  NAD 83(2011) Y  - -4,638,210.459 (meters)                     COMP
 AB3080  NAD 83(2011) Z  -  4,327,591.439 (meters)                     COMP
 AB3080  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 AB3080  VERT ORDER      -  THIRD ?
 AB3080
 AB3080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3080  Standards:
 AB3080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3080  -------------------------------------------------------------------
 AB3080  NETWORK    0.66   1.14           0.30   0.23   0.58      0.01708060
 AB3080  -------------------------------------------------------------------
 AB3080  Click here for local accuracies and other accuracy information.
 AB3080
 AB3080.The horizontal coordinates were established by GPS observations
 AB3080.and adjusted by the National Geodetic Survey in June 2012.
 AB3080
 AB3080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3080.been affixed to the stable North American tectonic plate. See 
 AB3080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3080
 AB3080.The horizontal coordinates are valid at the epoch date displayed above
 AB3080.which is a decimal equivalence of Year/Month/Day.
 AB3080
 AB3080.The orthometric height was determined by differential leveling.
 AB3080.The vertical network tie was performed by a horz. field party for horz.
 AB3080.obs reductions. Reset procedures were used to establish the elevation.
 AB3080
 AB3080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3080.GEOID18 height accuracy estimate available here.
 AB3080
 AB3080.Click photographs - Photos may exist for this station.
 AB3080
 AB3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3080
 AB3080.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3080
 AB3080.The ellipsoidal height was determined by GPS observations
 AB3080.and is referenced to NAD 83.
 AB3080
 AB3080. The following values were computed from the NAD 83(2011) position.
 AB3080
 AB3080;                    North         East     Units Scale Factor Converg.
 AB3080;SPC MI S     -   167,324.477 4,104,304.702   MT  0.99990886   +0 52 14.2
 AB3080;SPC MI S     -   548,964.82 13,465,566.61   iFT  0.99990886   +0 52 14.2
 AB3080;UTM  17      - 4,762,844.380   329,858.967   MT  0.99995613   -1 25 26.0
 AB3080
 AB3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3080!SPC MI S     -   0.99996516  x   0.99990886  =   0.99987402
 AB3080!UTM  17      -   0.99996516  x   0.99995613  =   0.99992129
 AB3080
 AB3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2985862844(NAD 83)
 AB3080
 AB3080                          SUPERSEDED SURVEY CONTROL
 AB3080
 AB3080  NAD 83(2007)-  42 59 57.25969(N)    083 05 14.45160(W) AD(2002.00) 0
 AB3080  ELLIP H (02/10/07)  222.194  (m)                       GP(2002.00)    
 AB3080  ELLIP H (07/12/02)  222.219  (m)                       GP(       ) 4 1
 AB3080  NAD 83(1994)-  42 59 57.25972(N)    083 05 14.45170(W) AD(       ) 1
 AB3080  ELLIP H (02/03/97)  222.211  (m)                       GP(       ) 4 1
 AB3080  NAD 83(1994)-  42 59 57.25970(N)    083 05 14.45151(W) AD(       ) 1
 AB3080  ELLIP H (05/02/96)  222.213  (m)                       GP(       ) 1 1
 AB3080
 AB3080.Superseded values are not recommended for survey control.
 AB3080
 AB3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3080.See file dsdata.pdf to determine how the superseded data were derived.
 AB3080
 AB3080_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3080_STAMPING: 44205 1994
 AB3080_MARK LOGO: MIDT
 AB3080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3080+STABILITY: SURFACE MOTION
 AB3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3080+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3080
 AB3080  HISTORY     - Date     Condition        Report By
 AB3080  HISTORY     - 1994     MONUMENTED       MIDT
 AB3080
 AB3080                          STATION DESCRIPTION
 AB3080
 AB3080'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3080'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3080'IN THE NORTHEAST 1/4 SECTION 30, T-7-N, R-12-E, IMLAY TOWNSHIP.
 AB3080'LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF LAPEER, 6.0 MI (9.7 KM)
 AB3080'NORTHWEST OF ALMONT, 2.5 MI (4.0 KM) SOUTHWEST OF IMLAY CITY, AND ON
 AB3080'HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AB3080'HIGHWAY 69 WITH STATE HIGHWAY M-53 SOUTH OF IMLAY CITY, GO WEST ALONG
 AB3080'INTERSTATE HIGHWAY 69 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT
 AB3080'AS DESCRIBED.  ABOUT 350.0 FT (106.7 M) WEST FROM BLACKS CORNERS ROAD
 AB3080'OVERPASS.  STATION IS 9.0 M (29.5 FT) EAST-SOUTHEAST FROM A CONCRETE
 AB3080'CULVERT, 6.5 M (21.3 FT) SOUTH FROM THE CENTER OF A DITCH, 3.51 M
 AB3080'(11.52 FT) NORTH FROM THE NORTH EDGE CONCRETE OF WESTBOUND INTERSTATE
 AB3080'HIGHWAY 69, AND 3.0 FT (0.9 M) SOUTH FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3081 ***********************************************************************
 AB3081  DESIGNATION -  44206
 AB3081  PID         -  AB3081
 AB3081  STATE/COUNTY-  MI/LAPEER
 AB3081  COUNTRY     -  US
 AB3081  USGS QUAD   -  IMLAY CITY (2017)
 AB3081
 AB3081                         *CURRENT SURVEY CONTROL
 AB3081  ______________________________________________________________________
 AB3081* NAD 83(2011) POSITION- 43 00 01.04798(N) 083 04 16.86628(W)   ADJUSTED
 AB3081* NAD 83(2011) ELLIP HT-   223.795 (meters)        (06/27/12)   ADJUSTED
 AB3081* NAD 83(2011) EPOCH   -  2010.00
 AB3081* NAVD 88 ORTHO HEIGHT -   258.55  (meters)      848.3   (feet) LEVELING
 AB3081  ______________________________________________________________________
 AB3081  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 AB3081  NAD 83(2011) X  -    563,609.803 (meters)                     COMP
 AB3081  NAD 83(2011) Y  - -4,637,975.312 (meters)                     COMP
 AB3081  NAD 83(2011) Z  -  4,327,678.039 (meters)                     COMP
 AB3081  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 AB3081  VERT ORDER      -  THIRD ?
 AB3081
 AB3081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3081  Standards:
 AB3081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3081  -------------------------------------------------------------------
 AB3081  NETWORK    0.65   1.16           0.29   0.24   0.59      0.03307741
 AB3081  -------------------------------------------------------------------
 AB3081  Click here for local accuracies and other accuracy information.
 AB3081
 AB3081.The horizontal coordinates were established by GPS observations
 AB3081.and adjusted by the National Geodetic Survey in June 2012.
 AB3081
 AB3081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3081.been affixed to the stable North American tectonic plate. See 
 AB3081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3081
 AB3081.The horizontal coordinates are valid at the epoch date displayed above
 AB3081.which is a decimal equivalence of Year/Month/Day.
 AB3081
 AB3081.The orthometric height was determined by differential leveling.
 AB3081.The vertical network tie was performed by a horz. field party for horz.
 AB3081.obs reductions. Reset procedures were used to establish the elevation.
 AB3081
 AB3081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3081.GEOID18 height accuracy estimate available here.
 AB3081
 AB3081.Click photographs - Photos may exist for this station.
 AB3081
 AB3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3081
 AB3081.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3081
 AB3081.The ellipsoidal height was determined by GPS observations
 AB3081.and is referenced to NAD 83.
 AB3081
 AB3081. The following values were computed from the NAD 83(2011) position.
 AB3081
 AB3081;                    North         East     Units Scale Factor Converg.
 AB3081;SPC MI S     -   167,461.296 4,105,606.945   MT  0.99990890   +0 52 53.4
 AB3081;SPC MI S     -   549,413.70 13,469,839.06   iFT  0.99990890   +0 52 53.4
 AB3081;UTM  17      - 4,762,928.957   331,165.702   MT  0.99995068   -1 24 46.8
 AB3081
 AB3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3081!SPC MI S     -   0.99996490  x   0.99990890  =   0.99987381
 AB3081!UTM  17      -   0.99996490  x   0.99995068  =   0.99991559
 AB3081
 AB3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3116562928(NAD 83)
 AB3081
 AB3081                          SUPERSEDED SURVEY CONTROL
 AB3081
 AB3081  NAD 83(2007)-  43 00 01.04800(N)    083 04 16.86748(W) AD(2002.00) 0
 AB3081  ELLIP H (02/10/07)  223.806  (m)                       GP(2002.00)    
 AB3081  ELLIP H (07/12/02)  223.832  (m)                       GP(       ) 4 1
 AB3081  NAD 83(1994)-  43 00 01.04800(N)    083 04 16.86751(W) AD(       ) 1
 AB3081  NAD 83(1994)-  43 00 01.04803(N)    083 04 16.86713(W) AD(       ) 1
 AB3081  ELLIP H (05/02/96)  223.831  (m)                       GP(       ) 1 1
 AB3081
 AB3081.Superseded values are not recommended for survey control.
 AB3081
 AB3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3081.See file dsdata.pdf to determine how the superseded data were derived.
 AB3081
 AB3081_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3081_STAMPING: 44206 1994
 AB3081_MARK LOGO: MIDT
 AB3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3081+STABILITY: SURFACE MOTION
 AB3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3081+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3081
 AB3081  HISTORY     - Date     Condition        Report By
 AB3081  HISTORY     - 1994     MONUMENTED       MIDT
 AB3081
 AB3081                          STATION DESCRIPTION
 AB3081
 AB3081'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3081'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3081'IN THE NORTHEAST 1/4 OF SECTION 29, T-7-N, R-12-E, IMLAY TOWNSHIP.
 AB3081'ABOUT 13.0 MI (20.9 KM) EAST OF LAPEER, 5.5 MI (8.9 KM) NORTH OF
 AB3081'ALMONT, 2.0 MI (3.2 KM) SOUTH OF IMLAY CITY, AND ON HIGHWAY
 AB3081'RIGHT-OF-WAY.  STATION IS AT THE INTERSTATE HIGHWAY 69 AND STATE
 AB3081'HIGHWAY M-53 INTERCHANGE AT THE SOUTH SIDE OF IMLAY CITY, IN THE
 AB3081'SOUTHWEST CORNER OF THE STATE HIGHWAY M-53 BRIDGE OVER INTERSTATE
 AB3081'HIGHWAY 69 ON THE WEST SIDE GAURDRAIL AT THE TOP OF THE ROAD
 AB3081'EMBANKMENT.  STATION IS 128.0 FT (39.0 M) NORTH FROM THE SOUTH END OF
 AB3081'A GAURDRAIL, 36.0 FT (11.0 M) EAST FROM A CONCRETE HEADWALL OF A
 AB3081'12-INCH CORRUGATED METAL PIPE, 26.0 FT (7.9 M) SOUTHERLY FROM THE
 AB3081'SOUTH END OF A NORTH-SOUTH RETAINING WALL FOR A BRIDGE ABUTMENT, 12.5
 AB3081'FT (3.8 M) WEST FROM THE WEST EDGE OF A CONCRETE APPROACH FOR
 AB3081'EASTBOUND INTERSTATE HIGHWAY 69, AND 2.0 FT (0.6 M) WEST FROM A
 AB3081'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6146 ***********************************************************************
 DN6146  DESIGNATION -  44600
 DN6146  PID         -  DN6146
 DN6146  STATE/COUNTY-  MI/LAPEER
 DN6146  COUNTRY     -  US
 DN6146  USGS QUAD   -  ALMONT (2017)
 DN6146
 DN6146                         *CURRENT SURVEY CONTROL
 DN6146  ______________________________________________________________________
 DN6146* NAD 83(1986) POSITION- 42 54 14.96   (N) 083 02 38.56   (W)   HD_HELD1
 DN6146* NAVD 88 ORTHO HEIGHT -   257.471 (meters)      844.72  (feet) ADJUSTED
 DN6146  ______________________________________________________________________
 DN6146  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 DN6146  DYNAMIC HEIGHT  -        257.395 (meters)      844.47  (feet) COMP
 DN6146  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 DN6146
 DN6146  VERT ORDER      -  SECOND    CLASS I
 DN6146
 DN6146.The horizontal coordinates were determined by differentially corrected
 DN6146.hand held GPS observations or other comparable positioning techniques
 DN6146.and have an estimated accuracy of +/- 3 meters.
 DN6146
 DN6146.The orthometric height was determined by differential leveling and
 DN6146.adjusted by the NATIONAL GEODETIC SURVEY
 DN6146.in October 2019.
 DN6146
 DN6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6146.GEOID18 height accuracy estimate available here.
 DN6146
 DN6146.Click photographs - Photos may exist for this station.
 DN6146
 DN6146.The dynamic height is computed by dividing the NAVD 88
 DN6146.geopotential number by the normal gravity value computed on the
 DN6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6146.degrees latitude (g = 980.6199 gals.).
 DN6146
 DN6146.The modeled gravity was interpolated from observed gravity values.
 DN6146
 DN6146;                    North         East    Units  Estimated Accuracy
 DN6146;SPC MI S     -   156,818.3   4,108,000.9     MT  (+/- 3 meters HH1 GPS) 
 DN6146
 DN6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3313152198(NAD 83)
 DN6146
 DN6146                          SUPERSEDED SURVEY CONTROL
 DN6146
 DN6146  NAVD 88 (04/17/12)  257.466  (m)          844.70   (f) SUPERSEDED  2 1
 DN6146
 DN6146.Superseded values are not recommended for survey control.
 DN6146
 DN6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6146.See file dsdata.pdf to determine how the superseded data were derived.
 DN6146
 DN6146_MARKER: F = FLANGE-ENCASED ROD
 DN6146_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6146_STAMPING: MDOT 44600 2010
 DN6146_MARK LOGO: MIDT
 DN6146_PROJECTION: RECESSED 13 CENTIMETERS
 DN6146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6146+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 DN6146_ROD/PIPE-DEPTH: 10.2 meters
 DN6146_SLEEVE-DEPTH  : 1.0 meters
 DN6146
 DN6146  HISTORY     - Date     Condition        Report By
 DN6146  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6146  HISTORY     - 20250729 GOOD             MIDT
 DN6146
 DN6146                          STATION DESCRIPTION
 DN6146
 DN6146'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6146'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DN6146'ROMEO, 5.1 MI (8.2 KM) WEST-SOUTHWEST OF ALLENTON AND 1.1 MI (1.8 KM)
 DN6146'SOUTH OF ALMONT.
 DN6146'
 DN6146'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO SOUTH FOR 7.1 MI
 DN6146'(11.4 KM) TO INTERSECTION OF M-53 AND HOUGH ROAD.  CONTINUE SOUTH OF
 DN6146'M-53 FOR 0.15 MI (0.2 KM) TO STATION ON THE RIGHT.
 DN6146'
 DN6146'THE STATION IS 37 FT (11.3 M) EAST OF THE CENTERLINE OF VANDYKE
 DN6146'RD/M-53, 12 FT (3.7 M) WEST OF THE CENTERLINE OF A DITCH, 105' SE OF
 DN6146'POWER POLE WITH A TAG B49-7 SPSK 3-55.  2.5 FT (0.8 M) WEST OF A
 DN6146'CARSONITE WITNESS POST.
 DN6146
 DN6146                          STATION RECOVERY (2025)
 DN6146
 DN6146'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6145 ***********************************************************************
 DN6145  DESIGNATION -  44601
 DN6145  PID         -  DN6145
 DN6145  STATE/COUNTY-  MI/LAPEER
 DN6145  COUNTRY     -  US
 DN6145  USGS QUAD   -  ALMONT (2017)
 DN6145
 DN6145                         *CURRENT SURVEY CONTROL
 DN6145  ______________________________________________________________________
 DN6145* NAD 83(1986) POSITION- 42 55 38.6    (N) 083 02 53.4    (W)   HD_HELD2
 DN6145* NAVD 88 ORTHO HEIGHT -   260.654 (meters)      855.16  (feet) ADJUSTED
 DN6145  ______________________________________________________________________
 DN6145  GEOID HEIGHT    -        -34.883 (meters)                     GEOID18
 DN6145  DYNAMIC HEIGHT  -        260.579 (meters)      854.92  (feet) COMP
 DN6145  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 DN6145
 DN6145  VERT ORDER      -  SECOND    CLASS I
 DN6145
 DN6145.The horizontal coordinates were established by autonomous hand held GPS
 DN6145.observations and have an estimated accuracy of +/- 10 meters.
 DN6145
 DN6145.The orthometric height was determined by differential leveling and
 DN6145.adjusted by the NATIONAL GEODETIC SURVEY
 DN6145.in October 2019.
 DN6145
 DN6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6145.GEOID18 height accuracy estimate available here.
 DN6145
 DN6145.Click photographs - Photos may exist for this station.
 DN6145
 DN6145.The dynamic height is computed by dividing the NAVD 88
 DN6145.geopotential number by the normal gravity value computed on the
 DN6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6145.degrees latitude (g = 980.6199 gals.).
 DN6145
 DN6145.The modeled gravity was interpolated from observed gravity values.
 DN6145
 DN6145;                    North         East    Units  Estimated Accuracy
 DN6145;SPC MI S     -   159,394.    4,107,624.      MT  (+/- 10 meters HH2 GPS)
 DN6145
 DN6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3285854786(NAD 83)
 DN6145
 DN6145                          SUPERSEDED SURVEY CONTROL
 DN6145
 DN6145  NAVD 88 (04/17/12)  260.645  (m)          855.13   (f) SUPERSEDED  2 1
 DN6145
 DN6145.Superseded values are not recommended for survey control.
 DN6145
 DN6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6145.See file dsdata.pdf to determine how the superseded data were derived.
 DN6145
 DN6145_MARKER: F = FLANGE-ENCASED ROD
 DN6145_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6145_STAMPING: MDOT 44601 2010
 DN6145_MARK LOGO: NONE
 DN6145_PROJECTION: RECESSED 13 CENTIMETERS
 DN6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6145+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6145_ROD/PIPE-DEPTH: 7.9 meters
 DN6145_SLEEVE-DEPTH  : 1.0 meters
 DN6145
 DN6145  HISTORY     - Date     Condition        Report By
 DN6145  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6145
 DN6145                          STATION DESCRIPTION
 DN6145
 DN6145'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6145'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF IMLAY
 DN6145'CITY, 5.2 MI (8.4 KM) WEST OF ALLENTON AND IN THE TOWN OF ALMONT, MI.
 DN6145'
 DN6145'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO SOUTH ON M-53 FOR
 DN6145'4.7 MI (7.6 KM) TO THE INTERSECTION OF M-53 AND TUBSPRING ROAD.
 DN6145'CONTINUE SOUTH ON M-53 FOR 0.7 MI (1.1 KM) TO STATION ON THE LEFT.
 DN6145'
 DN6145'THE STATION IS 43 FT (13.1 M) NORTHEAST OF THE CENTERLINE OF M-53, 51
 DN6145'FT (15.5 M) NORTHWEST OF POWER POLE MARKED 'M076 7-30' 30 FT (9.1 M)
 DN6145'SOUTHEAST FROM POWER POLE TAGGED 'DE 79 H 406', 2.0 FT (0.6 M)
 DN6145'SOUTHWEST OF CARSONITE WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6144 ***********************************************************************
 DN6144  DESIGNATION -  44602
 DN6144  PID         -  DN6144
 DN6144  STATE/COUNTY-  MI/LAPEER
 DN6144  COUNTRY     -  US
 DN6144  USGS QUAD   -  ALMONT (2017)
 DN6144
 DN6144                         *CURRENT SURVEY CONTROL
 DN6144  ______________________________________________________________________
 DN6144* NAD 83(1986) POSITION- 42 56 55.9    (N) 083 03 22.3    (W)   HD_HELD2
 DN6144* NAVD 88 ORTHO HEIGHT -   261.369 (meters)      857.51  (feet) ADJUSTED
 DN6144  ______________________________________________________________________
 DN6144  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 DN6144  DYNAMIC HEIGHT  -        261.294 (meters)      857.26  (feet) COMP
 DN6144  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 DN6144
 DN6144  VERT ORDER      -  SECOND    CLASS I
 DN6144
 DN6144.The horizontal coordinates were established by autonomous hand held GPS
 DN6144.observations and have an estimated accuracy of +/- 10 meters.
 DN6144
 DN6144.The orthometric height was determined by differential leveling and
 DN6144.adjusted by the NATIONAL GEODETIC SURVEY
 DN6144.in October 2019.
 DN6144
 DN6144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6144.GEOID18 height accuracy estimate available here.
 DN6144
 DN6144.Click photographs - Photos may exist for this station.
 DN6144
 DN6144.The dynamic height is computed by dividing the NAVD 88
 DN6144.geopotential number by the normal gravity value computed on the
 DN6144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6144.degrees latitude (g = 980.6199 gals.).
 DN6144
 DN6144.The modeled gravity was interpolated from observed gravity values.
 DN6144
 DN6144;                    North         East    Units  Estimated Accuracy
 DN6144;SPC MI S     -   161,768.    4,106,932.      MT  (+/- 10 meters HH2 GPS)
 DN6144
 DN6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3226157187(NAD 83)
 DN6144
 DN6144                          SUPERSEDED SURVEY CONTROL
 DN6144
 DN6144  NAVD 88 (04/17/12)  261.357  (m)          857.47   (f) SUPERSEDED  2 1
 DN6144
 DN6144.Superseded values are not recommended for survey control.
 DN6144
 DN6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6144.See file dsdata.pdf to determine how the superseded data were derived.
 DN6144
 DN6144_MARKER: F = FLANGE-ENCASED ROD
 DN6144_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6144_STAMPING: MDOT 44602 2010
 DN6144_MARK LOGO: NONE
 DN6144_PROJECTION: RECESSED 10 CENTIMETERS
 DN6144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6144+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6144_ROD/PIPE-DEPTH: 4.7 meters
 DN6144_SLEEVE-DEPTH  : 1.0 meters
 DN6144
 DN6144  HISTORY     - Date     Condition        Report By
 DN6144  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6144
 DN6144                          STATION DESCRIPTION
 DN6144
 DN6144'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6144'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF
 DN6144'ALLENTON, 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF IMLAY CITY AND 2.0 MI
 DN6144'(3.2 KM) NORTH-NORTHWEST OF ALMONT.
 DN6144'
 DN6144'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO SOUTH 3.8 MI (6.1
 DN6144'KM) TO INTERSECTION OF VAN DYKE RD/M-53 AND CR 62.  THE STATION IS ON
 DN6144'THE LEFT AT THE NORTHEAST CORNER OF INTERSECTION.
 DN6144'
 DN6144'THE STATION IS 48 FT (14.6 M) NORTH OF THE CENTERLINE OF DRYDEN ROAD,
 DN6144'82 FT (25.0 M) EAST OF VAN DYKE RD/M-53, 25' SOUTH-SOUTHEAST OF 6 INCH
 DN6144'(15 CM) PVC WELL HEAD.  79 FT (24.1 M) SOUTHEAST OF A POWER POLE, 1.6
 DN6144'FT (0.5 M) SOUTH OF CARSONITE WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6143 ***********************************************************************
 DN6143  DESIGNATION -  44603
 DN6143  PID         -  DN6143
 DN6143  STATE/COUNTY-  MI/LAPEER
 DN6143  COUNTRY     -  US
 DN6143  USGS QUAD   -  ALMONT (2017)
 DN6143
 DN6143                         *CURRENT SURVEY CONTROL
 DN6143  ______________________________________________________________________
 DN6143* NAD 83(1986) POSITION- 42 58 12.2    (N) 083 03 26.9    (W)   HD_HELD2
 DN6143* NAVD 88 ORTHO HEIGHT -   255.690 (meters)      838.88  (feet) ADJUSTED
 DN6143  ______________________________________________________________________
 DN6143  GEOID HEIGHT    -        -34.842 (meters)                     GEOID18
 DN6143  DYNAMIC HEIGHT  -        255.617 (meters)      838.64  (feet) COMP
 DN6143  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 DN6143
 DN6143  VERT ORDER      -  SECOND    CLASS I
 DN6143
 DN6143.The horizontal coordinates were established by autonomous hand held GPS
 DN6143.observations and have an estimated accuracy of +/- 10 meters.
 DN6143
 DN6143.The orthometric height was determined by differential leveling and
 DN6143.adjusted by the NATIONAL GEODETIC SURVEY
 DN6143.in October 2019.
 DN6143
 DN6143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6143.GEOID18 height accuracy estimate available here.
 DN6143
 DN6143.Click photographs - Photos may exist for this station.
 DN6143
 DN6143.The dynamic height is computed by dividing the NAVD 88
 DN6143.geopotential number by the normal gravity value computed on the
 DN6143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6143.degrees latitude (g = 980.6199 gals.).
 DN6143
 DN6143.The modeled gravity was interpolated from observed gravity values.
 DN6143
 DN6143;                    North         East    Units  Estimated Accuracy
 DN6143;SPC MI S     -   164,121.    4,106,791.      MT  (+/- 10 meters HH2 GPS)
 DN6143
 DN6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3221459543(NAD 83)
 DN6143
 DN6143                          SUPERSEDED SURVEY CONTROL
 DN6143
 DN6143  NAVD 88 (04/17/12)  255.673  (m)          838.82   (f) SUPERSEDED  2 1
 DN6143
 DN6143.Superseded values are not recommended for survey control.
 DN6143
 DN6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6143.See file dsdata.pdf to determine how the superseded data were derived.
 DN6143
 DN6143_MARKER: F = FLANGE-ENCASED ROD
 DN6143_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6143_STAMPING: MDOT 44603 2010
 DN6143_MARK LOGO: NONE
 DN6143_PROJECTION: RECESSED 10 CENTIMETERS
 DN6143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6143+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6143_ROD/PIPE-DEPTH: 18.4 meters
 DN6143_SLEEVE-DEPTH  : 1.0 meters
 DN6143
 DN6143  HISTORY     - Date     Condition        Report By
 DN6143  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6143
 DN6143                          STATION DESCRIPTION
 DN6143
 DN6143'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6143'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DN6143'ALLENTON, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF IMLAY CITY AND 3.5 MI
 DN6143'(5.6 KM) NORTH OF ALMONT.
 DN6143'
 DN6143'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO SOUTH 1.8 MI (2.9
 DN6143'KM) TO WEBSTER ROAD.  CONTINUE SOUTH ON M-53 FOR 0.44 MI (0.7 KM) TO
 DN6143'STATION ON THE LEFT.
 DN6143'
 DN6143'THE STATION IS 43 FT (13.1 M) EAST OF THE CENTERLINE OF VAN DYKE
 DN6143'RD/M-53, 34 FT (10.4 M) SOUTH OF A POWER POLE, 82 FT (25.0 M) WEST OF
 DN6143'A POWER POLE, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6142 ***********************************************************************
 DN6142  DESIGNATION -  44604
 DN6142  PID         -  DN6142
 DN6142  STATE/COUNTY-  MI/LAPEER
 DN6142  COUNTRY     -  US
 DN6142  USGS QUAD   -  ALMONT (2017)
 DN6142
 DN6142                         *CURRENT SURVEY CONTROL
 DN6142  ______________________________________________________________________
 DN6142* NAD 83(1986) POSITION- 42 59 20.2    (N) 083 04 08.5    (W)   HD_HELD2
 DN6142* NAVD 88 ORTHO HEIGHT -   245.080 (meters)      804.07  (feet) ADJUSTED
 DN6142  ______________________________________________________________________
 DN6142  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 DN6142  DYNAMIC HEIGHT  -        245.011 (meters)      803.84  (feet) COMP
 DN6142  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 DN6142
 DN6142  VERT ORDER      -  SECOND    CLASS I
 DN6142
 DN6142.The horizontal coordinates were established by autonomous hand held GPS
 DN6142.observations and have an estimated accuracy of +/- 10 meters.
 DN6142
 DN6142.The orthometric height was determined by differential leveling and
 DN6142.adjusted by the NATIONAL GEODETIC SURVEY
 DN6142.in October 2019.
 DN6142
 DN6142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6142.GEOID18 height accuracy estimate available here.
 DN6142
 DN6142.Click photographs - Photos may exist for this station.
 DN6142
 DN6142.The dynamic height is computed by dividing the NAVD 88
 DN6142.geopotential number by the normal gravity value computed on the
 DN6142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6142.degrees latitude (g = 980.6199 gals.).
 DN6142
 DN6142.The modeled gravity was interpolated from observed gravity values.
 DN6142
 DN6142;                    North         East    Units  Estimated Accuracy
 DN6142;SPC MI S     -   166,204.    4,105,816.      MT  (+/- 10 meters HH2 GPS)
 DN6142
 DN6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3132461664(NAD 83)
 DN6142
 DN6142                          SUPERSEDED SURVEY CONTROL
 DN6142
 DN6142  NAVD 88 (04/17/12)  245.060  (m)          804.00   (f) SUPERSEDED  2 1
 DN6142
 DN6142.Superseded values are not recommended for survey control.
 DN6142
 DN6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6142.See file dsdata.pdf to determine how the superseded data were derived.
 DN6142
 DN6142_MARKER: F = FLANGE-ENCASED ROD
 DN6142_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6142_STAMPING: MDOT 44604 2010
 DN6142_MARK LOGO: NONE
 DN6142_PROJECTION: RECESSED 18 CENTIMETERS
 DN6142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6142+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DN6142_ROD/PIPE-DEPTH: 13.6 meters
 DN6142_SLEEVE-DEPTH  : 1.0 meters
 DN6142
 DN6142  HISTORY     - Date     Condition        Report By
 DN6142  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6142  HISTORY     - 20120606 GOOD             SPALD
 DN6142
 DN6142                          STATION DESCRIPTION
 DN6142
 DN6142'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6142'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-SOUTHEAST OF ATTICA,
 DN6142'4.9 MI (7.9 KM) NORTH-NORTHWEST OF ALMONT AND 2.5 MI (4.0 KM) SOUTH OF
 DN6142'IMLAY CITY.
 DN6142'
 DN6142'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO SOUTH OF M-53 FOR.8
 DN6142'MI TO STATION ON THE LEFT.  STATION IS ON NORTHWEST CORNER OF M-53 AND
 DN6142'HUNTER'S CREEK ROAD.
 DN6142'
 DN6142'THE STATION IS 46 FT (14.0 M) WEST OF THE CENTERLINE OF M-53, 66 FT
 DN6142'(20.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF HUNTERS CREEK ROAD, 82
 DN6142'FT (25.0 M) SOUTHEAST OF POWER POLE, 2.4 FT (0.7 M) EAST OF A
 DN6142'CARSONITE WITNESS POST.
 DN6142
 DN6142                          STATION RECOVERY (2012)
 DN6142
 DN6142'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (BW)
 DN6142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6140 ***********************************************************************
 DN6140  DESIGNATION -  44605
 DN6140  PID         -  DN6140
 DN6140  STATE/COUNTY-  MI/LAPEER
 DN6140  COUNTRY     -  US
 DN6140  USGS QUAD   -  IMLAY CITY (2017)
 DN6140
 DN6140                         *CURRENT SURVEY CONTROL
 DN6140  ______________________________________________________________________
 DN6140* NAD 83(1986) POSITION- 43 01 18.0    (N) 083 04 20.0    (W)   HD_HELD2
 DN6140* NAVD 88 ORTHO HEIGHT -   248.784 (meters)      816.22  (feet) ADJUSTED
 DN6140  ______________________________________________________________________
 DN6140  GEOID HEIGHT    -        -34.762 (meters)                     GEOID18
 DN6140  DYNAMIC HEIGHT  -        248.716 (meters)      816.00  (feet) COMP
 DN6140  MODELED GRAVITY -    980,341.1   (mgal)                       NAVD 88
 DN6140
 DN6140  VERT ORDER      -  SECOND    CLASS I
 DN6140
 DN6140.The horizontal coordinates were established by autonomous hand held GPS
 DN6140.observations and have an estimated accuracy of +/- 10 meters.
 DN6140
 DN6140.The orthometric height was determined by differential leveling and
 DN6140.adjusted by the NATIONAL GEODETIC SURVEY
 DN6140.in October 2019.
 DN6140
 DN6140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6140.GEOID18 height accuracy estimate available here.
 DN6140
 DN6140.Click photographs - Photos may exist for this station.
 DN6140
 DN6140.The dynamic height is computed by dividing the NAVD 88
 DN6140.geopotential number by the normal gravity value computed on the
 DN6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6140.degrees latitude (g = 980.6199 gals.).
 DN6140
 DN6140.The modeled gravity was interpolated from observed gravity values.
 DN6140
 DN6140;                    North         East    Units  Estimated Accuracy
 DN6140;SPC MI S     -   169,834.    4,105,499.      MT  (+/- 10 meters HH2 GPS)
 DN6140
 DN6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3115365304(NAD 83)
 DN6140
 DN6140                          SUPERSEDED SURVEY CONTROL
 DN6140
 DN6140  NAVD 88 (04/17/12)  248.757  (m)          816.13   (f) SUPERSEDED  2 1
 DN6140
 DN6140.Superseded values are not recommended for survey control.
 DN6140
 DN6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6140.See file dsdata.pdf to determine how the superseded data were derived.
 DN6140
 DN6140_MARKER: F = FLANGE-ENCASED ROD
 DN6140_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6140_STAMPING: MDOT 44605 2010
 DN6140_MARK LOGO: NONE
 DN6140_PROJECTION: RECESSED 3 CENTIMETERS
 DN6140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6140+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2024
 DN6140_ROD/PIPE-DEPTH: 15.5 meters
 DN6140_SLEEVE-DEPTH  : 1.0 meters
 DN6140
 DN6140  HISTORY     - Date     Condition        Report By
 DN6140  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6140  HISTORY     - 20240624 GOOD             MIDT
 DN6140
 DN6140                          STATION DESCRIPTION
 DN6140
 DN6140'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6140'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF ALMONT, 4.8 MI
 DN6140'(7.7 KM) EAST OF ATTICA AND IN THE TOWN OF IMLAY CITY, MI.
 DN6140'
 DN6140'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6140'1.44 MI (2.3 KM) TO E FIRST STREET AND STATION ON THE LEFT.
 DN6140'
 DN6140'THE STATION IS 53 FT (16.2 M) WEST OF THE CENTERLINE OF VAN DYKE
 DN6140'ROAD/M-53, 52 FT (15.8 M) NORTH OF THE CENTERLINE OF E. FIRST ST, 4.6
 DN6140'FT (1.4 M) NORTHEAST OF EAST EDGE OF LAPEER COUNTY COMMUNITY AIM SIGN.
 DN6140'23' SOUTH OF FIRE HYDRANT, 117 FT (35.7 M) SOUTH-SOUTHWEST OF POWER
 DN6140'POLE, 33.6 FT (10.2 M) NORTHEAST OF POWER/LIGHT POLE, 1.8 FT (0.5 M)
 DN6140'EAST OF CARSONITE WITNESS POST.
 DN6140
 DN6140                          STATION RECOVERY (2024)
 DN6140
 DN6140'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DN6140'FOUND UNDER 4 IN OF DIRT.  IN FRONT OF A WITNESS POST.  FOUND AS
 DN6140'DESCRIBED.  OFF OF FIRST ST AND S CEDAR ST. REBAR IN GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6139 ***********************************************************************
 DN6139  DESIGNATION -  44606
 DN6139  PID         -  DN6139
 DN6139  STATE/COUNTY-  MI/LAPEER
 DN6139  COUNTRY     -  US
 DN6139  USGS QUAD   -  IMLAY CITY (2017)
 DN6139
 DN6139                         *CURRENT SURVEY CONTROL
 DN6139  ______________________________________________________________________
 DN6139* NAD 83(1986) POSITION- 43 02 42.9    (N) 083 04 19.9    (W)   HD_HELD2
 DN6139* NAVD 88 ORTHO HEIGHT -   253.019 (meters)      830.11  (feet) ADJUSTED
 DN6139  ______________________________________________________________________
 DN6139  GEOID HEIGHT    -        -34.716 (meters)                     GEOID18
 DN6139  DYNAMIC HEIGHT  -        252.951 (meters)      829.89  (feet) COMP
 DN6139  MODELED GRAVITY -    980,346.6   (mgal)                       NAVD 88
 DN6139
 DN6139  VERT ORDER      -  SECOND    CLASS I
 DN6139
 DN6139.The horizontal coordinates were established by autonomous hand held GPS
 DN6139.observations and have an estimated accuracy of +/- 10 meters.
 DN6139
 DN6139.The orthometric height was determined by differential leveling and
 DN6139.adjusted by the NATIONAL GEODETIC SURVEY
 DN6139.in October 2019.
 DN6139
 DN6139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6139.GEOID18 height accuracy estimate available here.
 DN6139
 DN6139.Click photographs - Photos may exist for this station.
 DN6139
 DN6139.The dynamic height is computed by dividing the NAVD 88
 DN6139.geopotential number by the normal gravity value computed on the
 DN6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6139.degrees latitude (g = 980.6199 gals.).
 DN6139
 DN6139.The modeled gravity was interpolated from observed gravity values.
 DN6139
 DN6139;                    North         East    Units  Estimated Accuracy
 DN6139;SPC MI S     -   172,454.    4,105,461.      MT  (+/- 10 meters HH2 GPS)
 DN6139
 DN6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3122067923(NAD 83)
 DN6139
 DN6139                          SUPERSEDED SURVEY CONTROL
 DN6139
 DN6139  NAVD 88 (04/17/12)  252.986  (m)          830.00   (f) SUPERSEDED  2 1
 DN6139
 DN6139.Superseded values are not recommended for survey control.
 DN6139
 DN6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6139.See file dsdata.pdf to determine how the superseded data were derived.
 DN6139
 DN6139_MARKER: F = FLANGE-ENCASED ROD
 DN6139_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6139_STAMPING: MDOT 44606 2010
 DN6139_MARK LOGO: NONE
 DN6139_PROJECTION: RECESSED 5 CENTIMETERS
 DN6139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6139+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6139_ROD/PIPE-DEPTH: 7.9 meters
 DN6139_SLEEVE-DEPTH  : 1.0 meters
 DN6139
 DN6139  HISTORY     - Date     Condition        Report By
 DN6139  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6139
 DN6139                          STATION DESCRIPTION
 DN6139
 DN6139'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6139'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF CAPAC,
 DN6139'4.9 MI (7.9 KM) EAST-NORTHEAST OF ATTICA AND 1.4 MI (2.3 KM)
 DN6139'NORTH-NORTHEAST OF IMLAY CITY.
 DN6139'
 DN6139'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO NORTH ON M-53 FOR
 DN6139'3.07 MI (4.9 KM) TO STATION ON THE RIGHT.
 DN6139'
 DN6139'THE STATION IS 47 FT (14.3 M) EAST OF THE CENTERLINE OF M-53, 15 FT
 DN6139'(4.6 M) NORTHEAST OF END SECTION OF 12 INCH (30 CM) CORRUGATED METAL
 DN6139'PIPE AND CONCRETE, 26' NORTH WEST OF POWER POLE, 39.5 FT (12.0 M)
 DN6139'SOUTH OF 2.5 FT (0.8 M) DIAMETER METAL PIPE.  1.6 FT (0.5 M) WEST OF A
 DN6139'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6138 ***********************************************************************
 DN6138  DESIGNATION -  44607
 DN6138  PID         -  DN6138
 DN6138  STATE/COUNTY-  MI/LAPEER
 DN6138  COUNTRY     -  US
 DN6138  USGS QUAD   -  IMLAY CITY (2017)
 DN6138
 DN6138                         *CURRENT SURVEY CONTROL
 DN6138  ______________________________________________________________________
 DN6138* NAD 83(1986) POSITION- 43 03 49.7    (N) 083 04 23.8    (W)   HD_HELD2
 DN6138* NAVD 88 ORTHO HEIGHT -   253.567 (meters)      831.91  (feet) ADJUSTED
 DN6138  ______________________________________________________________________
 DN6138  GEOID HEIGHT    -        -34.673 (meters)                     GEOID18
 DN6138  DYNAMIC HEIGHT  -        253.501 (meters)      831.69  (feet) COMP
 DN6138  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 DN6138
 DN6138  VERT ORDER      -  SECOND    CLASS I
 DN6138
 DN6138.The horizontal coordinates were established by autonomous hand held GPS
 DN6138.observations and have an estimated accuracy of +/- 10 meters.
 DN6138
 DN6138.The orthometric height was determined by differential leveling and
 DN6138.adjusted by the NATIONAL GEODETIC SURVEY
 DN6138.in October 2019.
 DN6138
 DN6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6138.GEOID18 height accuracy estimate available here.
 DN6138
 DN6138.Click photographs - Photos may exist for this station.
 DN6138
 DN6138.The dynamic height is computed by dividing the NAVD 88
 DN6138.geopotential number by the normal gravity value computed on the
 DN6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6138.degrees latitude (g = 980.6199 gals.).
 DN6138
 DN6138.The modeled gravity was interpolated from observed gravity values.
 DN6138
 DN6138;                    North         East    Units  Estimated Accuracy
 DN6138;SPC MI S     -   174,513.    4,105,342.      MT  (+/- 10 meters HH2 GPS)
 DN6138
 DN6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3118269986(NAD 83)
 DN6138
 DN6138                          SUPERSEDED SURVEY CONTROL
 DN6138
 DN6138  NAVD 88 (04/17/12)  253.531  (m)          831.79   (f) SUPERSEDED  2 1
 DN6138
 DN6138.Superseded values are not recommended for survey control.
 DN6138
 DN6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6138.See file dsdata.pdf to determine how the superseded data were derived.
 DN6138
 DN6138_MARKER: F = FLANGE-ENCASED ROD
 DN6138_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6138_STAMPING: MDOT 44607 2010
 DN6138_MARK LOGO: NONE
 DN6138_PROJECTION: RECESSED 8 CENTIMETERS
 DN6138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6138+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6138_ROD/PIPE-DEPTH: 11.4 meters
 DN6138_SLEEVE-DEPTH  : 1.0 meters
 DN6138
 DN6138  HISTORY     - Date     Condition        Report By
 DN6138  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6138
 DN6138                          STATION DESCRIPTION
 DN6138
 DN6138'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6138'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF CAPAC,
 DN6138'5.2 MI (8.4 KM) EAST-NORTHEAST OF ATTICA AND 2.7 MI (4.3 KM) NORTH OF
 DN6138'IMLAY CITY.
 DN6138'
 DN6138'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO NORTH ON M-53 FOR
 DN6138'4.4 MI (7.1 KM) TO STATION ON THE RIGHT.
 DN6138'
 DN6138'THE STATION IS 44.5 FT (13.6 M) EAST OF THE CENTERLINE OF M-53.  43.5
 DN6138'FT (13.3 M) NORTH OF POWER POLE NUMBER 76, 10 FT (3.0 M) SOUTH OF
 DN6138'POWER POLE.  2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6137 ***********************************************************************
 DN6137  DESIGNATION -  44608
 DN6137  PID         -  DN6137
 DN6137  STATE/COUNTY-  MI/LAPEER
 DN6137  COUNTRY     -  US
 DN6137  USGS QUAD   -  IMLAY CITY (2017)
 DN6137
 DN6137                         *CURRENT SURVEY CONTROL
 DN6137  ______________________________________________________________________
 DN6137* NAD 83(1986) POSITION- 43 05 09.5    (N) 083 04 29.5    (W)   HD_HELD2
 DN6137* NAVD 88 ORTHO HEIGHT -   248.055 (meters)      813.83  (feet) ADJUSTED
 DN6137  ______________________________________________________________________
 DN6137  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 DN6137  DYNAMIC HEIGHT  -        247.991 (meters)      813.62  (feet) COMP
 DN6137  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 DN6137
 DN6137  VERT ORDER      -  SECOND    CLASS I
 DN6137
 DN6137.The horizontal coordinates were established by autonomous hand held GPS
 DN6137.observations and have an estimated accuracy of +/- 10 meters.
 DN6137
 DN6137.The orthometric height was determined by differential leveling and
 DN6137.adjusted by the NATIONAL GEODETIC SURVEY
 DN6137.in October 2019.
 DN6137
 DN6137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6137.GEOID18 height accuracy estimate available here.
 DN6137
 DN6137.Click photographs - Photos may exist for this station.
 DN6137
 DN6137.The dynamic height is computed by dividing the NAVD 88
 DN6137.geopotential number by the normal gravity value computed on the
 DN6137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6137.degrees latitude (g = 980.6199 gals.).
 DN6137
 DN6137.The modeled gravity was interpolated from observed gravity values.
 DN6137
 DN6137;                    North         East    Units  Estimated Accuracy
 DN6137;SPC MI S     -   176,974.    4,105,175.      MT  (+/- 10 meters HH2 GPS)
 DN6137
 DN6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3111472451(NAD 83)
 DN6137
 DN6137                          SUPERSEDED SURVEY CONTROL
 DN6137
 DN6137  NAVD 88 (04/17/12)  248.015  (m)          813.70   (f) SUPERSEDED  2 1
 DN6137
 DN6137.Superseded values are not recommended for survey control.
 DN6137
 DN6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6137.See file dsdata.pdf to determine how the superseded data were derived.
 DN6137
 DN6137_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DN6137_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DN6137_STAMPING: 44608 2010
 DN6137_MARK LOGO: MIDT
 DN6137_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DN6137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6137+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6137
 DN6137  HISTORY     - Date     Condition        Report By
 DN6137  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6137
 DN6137                          STATION DESCRIPTION
 DN6137
 DN6137'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6137'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF BURNSIDE, 6.0
 DN6137'MI (9.7 KM) NORTHEAST OF ATTICA AND 4.2 MI (6.8 KM) NORTH OF IMLAY
 DN6137'CITY.
 DN6137'
 DN6137'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO NORTH ON M-53 FOR
 DN6137'5.7 MI (9.2 KM) TO INTERSECTION OF CALDWELL ROAD CONTINUE NORTH ON
 DN6137'M-53 FOR.2 MI TO STATION ON THE LEFT.
 DN6137'
 DN6137'THE STATION IS ON THE EAST SIDE OF THE NORTH ABUTMENT OF THE BRIDGE
 DN6137'OVER ELK LAKE CREEK, 4.2 FT (1.3 M) EAST OF GUARD RAIL, 15 FT (4.6 M)
 DN6137'EAST OF THE CENTERLINE OF M-53 (VAN DYKE RD), 1.9 FT (0.6 M) SOUTH OF
 DN6137'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6136 ***********************************************************************
 DN6136  DESIGNATION -  44609
 DN6136  PID         -  DN6136
 DN6136  STATE/COUNTY-  MI/LAPEER
 DN6136  COUNTRY     -  US
 DN6136  USGS QUAD   -  IMLAY CITY (2017)
 DN6136
 DN6136                         *CURRENT SURVEY CONTROL
 DN6136  ______________________________________________________________________
 DN6136* NAD 83(2011) POSITION- 43 05 49.14282(N) 083 04 18.80637(W)   ADJUSTED
 DN6136* NAD 83(2011) ELLIP HT-   224.601 (meters)        (12/17/13)   ADJUSTED
 DN6136* NAD 83(2011) EPOCH   -  2010.00
 DN6136* NAVD 88 ORTHO HEIGHT -   259.218 (meters)      850.45  (feet) ADJUSTED
 DN6136  ______________________________________________________________________
 DN6136  GEOID HEIGHT    -        -34.591 (meters)                     GEOID18
 DN6136  NAD 83(2011) X  -    562,681.722 (meters)                     COMP
 DN6136  NAD 83(2011) Y  - -4,630,701.802 (meters)                     COMP
 DN6136  NAD 83(2011) Z  -  4,335,528.832 (meters)                     COMP
 DN6136  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DN6136  DYNAMIC HEIGHT  -        259.152 (meters)      850.23  (feet) COMP
 DN6136  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 DN6136
 DN6136  VERT ORDER      -  SECOND    CLASS I
 DN6136
 DN6136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6136  Standards:
 DN6136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6136  -------------------------------------------------------------------
 DN6136  NETWORK    0.52   1.25           0.23   0.19   0.64     -0.06144544
 DN6136  -------------------------------------------------------------------
 DN6136  Click here for local accuracies and other accuracy information.
 DN6136
 DN6136.The horizontal coordinates were established by GPS observations
 DN6136.and adjusted by the National Geodetic Survey in December 2013.
 DN6136
 DN6136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6136.been affixed to the stable North American tectonic plate. See 
 DN6136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6136
 DN6136.The horizontal coordinates are valid at the epoch date displayed above
 DN6136.which is a decimal equivalence of Year/Month/Day.
 DN6136
 DN6136.The orthometric height was determined by differential leveling and
 DN6136.adjusted by the NATIONAL GEODETIC SURVEY
 DN6136.in October 2019.
 DN6136
 DN6136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6136.GEOID18 height accuracy estimate available here.
 DN6136
 DN6136.Click photographs - Photos may exist for this station.
 DN6136
 DN6136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6136
 DN6136.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6136
 DN6136.The ellipsoidal height was determined by GPS observations
 DN6136.and is referenced to NAD 83.
 DN6136
 DN6136.The dynamic height is computed by dividing the NAVD 88
 DN6136.geopotential number by the normal gravity value computed on the
 DN6136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6136.degrees latitude (g = 980.6199 gals.).
 DN6136
 DN6136.The modeled gravity was interpolated from observed gravity values.
 DN6136
 DN6136. The following values were computed from the NAD 83(2011) position.
 DN6136
 DN6136;                    North         East     Units Scale Factor Converg.
 DN6136;SPC MI S     -   178,200.378 4,105,397.835   MT  0.99991370   +0 52 52.1
 DN6136;SPC MI S     -   584,646.91 13,469,153.00   iFT  0.99991370   +0 52 52.1
 DN6136;UTM  17      - 4,773,668.216   331,386.956   MT  0.99994975   -1 24 57.3
 DN6136
 DN6136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6136!SPC MI S     -   0.99996478  x   0.99991370  =   0.99987848
 DN6136!UTM  17      -   0.99996478  x   0.99994975  =   0.99991453
 DN6136
 DN6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3138673668(NAD 83)
 DN6136
 DN6136                          SUPERSEDED SURVEY CONTROL
 DN6136
 DN6136  NAVD 88 (04/17/12)  259.176  (m)          850.31   (f) SUPERSEDED  2 1
 DN6136
 DN6136.Superseded values are not recommended for survey control.
 DN6136
 DN6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6136.See file dsdata.pdf to determine how the superseded data were derived.
 DN6136
 DN6136_MARKER: F = FLANGE-ENCASED ROD
 DN6136_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6136_STAMPING: MDOT 44609 2010
 DN6136_MARK LOGO: NONE
 DN6136_PROJECTION: RECESSED 15 CENTIMETERS
 DN6136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6136+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DN6136_ROD/PIPE-DEPTH: 12.2 meters
 DN6136_SLEEVE-DEPTH  : 1.0 meters
 DN6136
 DN6136  HISTORY     - Date     Condition        Report By
 DN6136  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6136  HISTORY     - 20110824 GOOD             MIDT
 DN6136
 DN6136                          STATION DESCRIPTION
 DN6136
 DN6136'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6136'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF BURNSIDE, 6.6
 DN6136'MI (10.6 KM) NORTHEAST OF ATTICA AND 5.0 MI (8.0 KM) NORTH OF IMLAY
 DN6136'CITY.
 DN6136'
 DN6136'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6136'6.6 MI (10.6 KM) TO THE INTERSECTION OF M-53/N VAN DYKE ROAD AND CR-7
 DN6136'ARMSTRONG ROAD.  CONTINUE NORTH ON M-53 FOR 0.16 MI (0.3 KM) TO THE
 DN6136'STATION ON THE LEFT.
 DN6136'
 DN6136'THE STATION IS 47 FT (14.3 M) WEST OF THE CENTERLINE OF VAN DYKE
 DN6136'ROAD/M-53.  92 FT (28.0 M) NORTH OF STONE GATE PILLAR.  242 FT (73.8
 DN6136'M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS
 DN6136'POST.
 DN6136
 DN6136                          STATION RECOVERY (2011)
 DN6136
 DN6136'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6136'RECOVERED AS DESCRIBED BY AWS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6135 ***********************************************************************
 DN6135  DESIGNATION -  44610
 DN6135  PID         -  DN6135
 DN6135  STATE/COUNTY-  MI/LAPEER
 DN6135  COUNTRY     -  US
 DN6135  USGS QUAD   -  IMLAY CITY (2017)
 DN6135
 DN6135                         *CURRENT SURVEY CONTROL
 DN6135  ______________________________________________________________________
 DN6135* NAD 83(1986) POSITION- 43 07 05.5    (N) 083 04 21.2    (W)   HD_HELD2
 DN6135* NAVD 88 ORTHO HEIGHT -   265.917 (meters)      872.43  (feet) ADJUSTED
 DN6135  ______________________________________________________________________
 DN6135  GEOID HEIGHT    -        -34.533 (meters)                     GEOID18
 DN6135  DYNAMIC HEIGHT  -        265.851 (meters)      872.21  (feet) COMP
 DN6135  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DN6135
 DN6135  VERT ORDER      -  SECOND    CLASS I
 DN6135
 DN6135.The horizontal coordinates were established by autonomous hand held GPS
 DN6135.observations and have an estimated accuracy of +/- 10 meters.
 DN6135
 DN6135.The orthometric height was determined by differential leveling and
 DN6135.adjusted by the NATIONAL GEODETIC SURVEY
 DN6135.in October 2019.
 DN6135
 DN6135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6135.GEOID18 height accuracy estimate available here.
 DN6135
 DN6135.Click photographs - Photos may exist for this station.
 DN6135
 DN6135.The dynamic height is computed by dividing the NAVD 88
 DN6135.geopotential number by the normal gravity value computed on the
 DN6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6135.degrees latitude (g = 980.6199 gals.).
 DN6135
 DN6135.The modeled gravity was interpolated from observed gravity values.
 DN6135
 DN6135;                    North         East    Units  Estimated Accuracy
 DN6135;SPC MI S     -   180,555.    4,105,308.      MT  (+/- 10 meters HH2 GPS)
 DN6135
 DN6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3139176025(NAD 83)
 DN6135
 DN6135                          SUPERSEDED SURVEY CONTROL
 DN6135
 DN6135  NAVD 88 (04/17/12)  265.871  (m)          872.28   (f) SUPERSEDED  2 1
 DN6135
 DN6135.Superseded values are not recommended for survey control.
 DN6135
 DN6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6135.See file dsdata.pdf to determine how the superseded data were derived.
 DN6135
 DN6135_MARKER: F = FLANGE-ENCASED ROD
 DN6135_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6135_STAMPING: MDOT 44610 2010
 DN6135_MARK LOGO: NONE
 DN6135_PROJECTION: RECESSED 10 CENTIMETERS
 DN6135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6135+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6135_ROD/PIPE-DEPTH: 11.6 meters
 DN6135_SLEEVE-DEPTH  : 1.0 meters
 DN6135
 DN6135  HISTORY     - Date     Condition        Report By
 DN6135  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6135
 DN6135                          STATION DESCRIPTION
 DN6135
 DN6135'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6135'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF ATTICA, 6.5
 DN6135'MI (10.5 KM) NORTH OF IMLAY CITY AND 6.4 MI (10.3 KM) SOUTH OF
 DN6135'BURNSIDE.
 DN6135'
 DN6135'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO NORTH ON M-53 FOR
 DN6135'6.6 MI (10.6 KM) TO ARMSTRONG ROAD 7.  CONTINUE NORTH ON M-53 1.6 MI
 DN6135'(2.6 KM) TO STATION ON THE RIGHT.
 DN6135'
 DN6135'THE STATION IS 68 FT (20.7 M) EAST OF THE CENTERLINE OF M-53, 65 FT
 DN6135'(19.8 M) SOUTH OF THE CENTERLINE OF EAST-WEST DRAINAGE DITCH, 44 FT
 DN6135'(13.4 M) SOUTH OF SOUTH EDGE OF EAST-WEST DRAINAGE DITCH, 210 FT (64.0
 DN6135'M) NORTH OR POWER POLE, 1.9 FT (0.6 M) WEST OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6134 ***********************************************************************
 DN6134  DESIGNATION -  44611
 DN6134  PID         -  DN6134
 DN6134  STATE/COUNTY-  MI/LAPEER
 DN6134  COUNTRY     -  US
 DN6134  USGS QUAD   -  BURNSIDE (2017)
 DN6134
 DN6134                         *CURRENT SURVEY CONTROL
 DN6134  ______________________________________________________________________
 DN6134* NAD 83(1986) POSITION- 43 08 24.3    (N) 083 04 25.4    (W)   HD_HELD2
 DN6134* NAVD 88 ORTHO HEIGHT -   261.900 (meters)      859.25  (feet) ADJUSTED
 DN6134  ______________________________________________________________________
 DN6134  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 DN6134  DYNAMIC HEIGHT  -        261.835 (meters)      859.04  (feet) COMP
 DN6134  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 DN6134
 DN6134  VERT ORDER      -  SECOND    CLASS I
 DN6134
 DN6134.The horizontal coordinates were established by autonomous hand held GPS
 DN6134.observations and have an estimated accuracy of +/- 10 meters.
 DN6134
 DN6134.The orthometric height was determined by differential leveling and
 DN6134.adjusted by the NATIONAL GEODETIC SURVEY
 DN6134.in October 2019.
 DN6134
 DN6134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6134.GEOID18 height accuracy estimate available here.
 DN6134
 DN6134.Click photographs - Photos may exist for this station.
 DN6134
 DN6134.The dynamic height is computed by dividing the NAVD 88
 DN6134.geopotential number by the normal gravity value computed on the
 DN6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6134.degrees latitude (g = 980.6199 gals.).
 DN6134
 DN6134.The modeled gravity was interpolated from observed gravity values.
 DN6134
 DN6134;                    North         East    Units  Estimated Accuracy
 DN6134;SPC MI S     -   182,985.    4,105,175.      MT  (+/- 10 meters HH2 GPS)
 DN6134
 DN6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3135678458(NAD 83)
 DN6134
 DN6134                          SUPERSEDED SURVEY CONTROL
 DN6134
 DN6134  NAVD 88 (04/17/12)  261.849  (m)          859.08   (f) SUPERSEDED  2 1
 DN6134
 DN6134.Superseded values are not recommended for survey control.
 DN6134
 DN6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6134.See file dsdata.pdf to determine how the superseded data were derived.
 DN6134
 DN6134_MARKER: F = FLANGE-ENCASED ROD
 DN6134_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6134_STAMPING: MDOT 44611 2010
 DN6134_MARK LOGO: NONE
 DN6134_PROJECTION: RECESSED 13 CENTIMETERS
 DN6134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6134+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2010
 DN6134_ROD/PIPE-DEPTH: 10.5 meters
 DN6134_SLEEVE-DEPTH  : 1.0 meters
 DN6134
 DN6134  HISTORY     - Date     Condition        Report By
 DN6134  HISTORY     - 20100825 MONUMENTED       MIDT
 DN6134
 DN6134                          STATION DESCRIPTION
 DN6134
 DN6134'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6134'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF IMLAY CITY, 6.5
 DN6134'MI (10.5 KM) SOUTHWEST OF BROWN CITY AND 4.9 MI (7.9 KM) SOUTH OF
 DN6134'BURNSIDE.
 DN6134'
 DN6134'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6134'6.6 MI (10.6 KM) TO ARMSTRONG ROAD/CR-7.  CONTINUE NORTH ON M-53 FOR
 DN6134'3.1 MI (5.0 KM) TO STATION ON THE RIGHT.
 DN6134'
 DN6134'THE STATION IS 44 FT (13.4 M) EAST OF THE CENTERLINE OF M-53, 120 FT
 DN6134'(36.6 M) SOUTH-SOUTHWEST OF POWER POLE NO. 15, 100 FT (30.5 M) SOUTH
 DN6134'OF THE CENTERLINE OF GRAVEL DRIVE.  224 FT (68.3 M) NORTH-NORTHWEST OF
 DN6134'A POWER POLE, 5.6 FT (1.7 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6133 ***********************************************************************
 DN6133  DESIGNATION -  44612
 DN6133  PID         -  DN6133
 DN6133  STATE/COUNTY-  MI/LAPEER
 DN6133  COUNTRY     -  US
 DN6133  USGS QUAD   -  BURNSIDE (2017)
 DN6133
 DN6133                         *CURRENT SURVEY CONTROL
 DN6133  ______________________________________________________________________
 DN6133* NAD 83(1986) POSITION- 43 09 38.3    (N) 083 04 32.3    (W)   HD_HELD2
 DN6133* NAVD 88 ORTHO HEIGHT -   254.438 (meters)      834.77  (feet) ADJUSTED
 DN6133  ______________________________________________________________________
 DN6133  GEOID HEIGHT    -        -34.425 (meters)                     GEOID18
 DN6133  DYNAMIC HEIGHT  -        254.377 (meters)      834.57  (feet) COMP
 DN6133  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 DN6133
 DN6133  VERT ORDER      -  SECOND    CLASS I
 DN6133
 DN6133.The horizontal coordinates were established by autonomous hand held GPS
 DN6133.observations and have an estimated accuracy of +/- 10 meters.
 DN6133
 DN6133.The orthometric height was determined by differential leveling and
 DN6133.adjusted by the NATIONAL GEODETIC SURVEY
 DN6133.in October 2019.
 DN6133
 DN6133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6133.GEOID18 height accuracy estimate available here.
 DN6133
 DN6133.Click photographs - Photos may exist for this station.
 DN6133
 DN6133.The dynamic height is computed by dividing the NAVD 88
 DN6133.geopotential number by the normal gravity value computed on the
 DN6133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6133.degrees latitude (g = 980.6199 gals.).
 DN6133
 DN6133.The modeled gravity was interpolated from observed gravity values.
 DN6133
 DN6133;                    North         East    Units  Estimated Accuracy
 DN6133;SPC MI S     -   185,266.    4,104,984.      MT  (+/- 10 meters HH2 GPS)
 DN6133
 DN6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3125780744(NAD 83)
 DN6133
 DN6133                          SUPERSEDED SURVEY CONTROL
 DN6133
 DN6133  NAVD 88 (04/17/12)  254.384  (m)          834.59   (f) SUPERSEDED  2 1
 DN6133
 DN6133.Superseded values are not recommended for survey control.
 DN6133
 DN6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6133.See file dsdata.pdf to determine how the superseded data were derived.
 DN6133
 DN6133_MARKER: F = FLANGE-ENCASED ROD
 DN6133_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6133_STAMPING: MDOT 44612 2010
 DN6133_MARK LOGO: NONE
 DN6133_PROJECTION: RECESSED 13 CENTIMETERS
 DN6133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6133+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DN6133_ROD/PIPE-DEPTH: 15.7 meters
 DN6133_SLEEVE-DEPTH  : 1.0 meters
 DN6133
 DN6133  HISTORY     - Date     Condition        Report By
 DN6133  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6133  HISTORY     - 20130108 GOOD             ROWEIN
 DN6133
 DN6133                          STATION DESCRIPTION
 DN6133
 DN6133'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6133'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF NORTH
 DN6133'BRANCH, 5.6 MI (9.0 KM) SOUTHWEST OF BROWN CITY AND 3.4 MI (5.5 KM)
 DN6133'SOUTH OF BURNSIDE.
 DN6133'
 DN6133'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6133'10.6 MI (17.1 KM) TO INTERSECTION OF CR 44.  CONTINUE NORTH ON M-53
 DN6133'FOR 0.55 MI (0.9 KM) TO STATION ON THE LEFT.
 DN6133'
 DN6133'THE STATION IS 51 FT (15.5 M) WEST OF THE CENTERLINE OF M-53, 51 FT
 DN6133'(15.5 M) SOUTH OF THE CENTERLINE OF GRAVEL DRIVE OF 4248 VAN DYKE
 DN6133'ROAD, 35 FT (10.7 M) NORTH OF THE CENTERLINE OF GRAVEL DRIVE OF 4273
 DN6133'VAN DYKE ROAD, 2.6 FT (0.8 M) EAST OF CARSONITE WITNESS POST.
 DN6133
 DN6133                          STATION RECOVERY (2013)
 DN6133
 DN6133'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MDJ)
 DN6133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6132 ***********************************************************************
 DN6132  DESIGNATION -  44613
 DN6132  PID         -  DN6132
 DN6132  STATE/COUNTY-  MI/LAPEER
 DN6132  COUNTRY     -  US
 DN6132  USGS QUAD   -  BURNSIDE (2017)
 DN6132
 DN6132                         *CURRENT SURVEY CONTROL
 DN6132  ______________________________________________________________________
 DN6132* NAD 83(1986) POSITION- 43 10 53.8    (N) 083 04 33.2    (W)   HD_HELD2
 DN6132* NAVD 88 ORTHO HEIGHT -   279.040 (meters)      915.48  (feet) ADJUSTED
 DN6132  ______________________________________________________________________
 DN6132  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 DN6132  DYNAMIC HEIGHT  -        278.974 (meters)      915.27  (feet) COMP
 DN6132  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 DN6132
 DN6132  VERT ORDER      -  SECOND    CLASS I
 DN6132
 DN6132.The horizontal coordinates were established by autonomous hand held GPS
 DN6132.observations and have an estimated accuracy of +/- 10 meters.
 DN6132
 DN6132.The orthometric height was determined by differential leveling and
 DN6132.adjusted by the NATIONAL GEODETIC SURVEY
 DN6132.in October 2019.
 DN6132
 DN6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6132.GEOID18 height accuracy estimate available here.
 DN6132
 DN6132.Click photographs - Photos may exist for this station.
 DN6132
 DN6132.The dynamic height is computed by dividing the NAVD 88
 DN6132.geopotential number by the normal gravity value computed on the
 DN6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6132.degrees latitude (g = 980.6199 gals.).
 DN6132
 DN6132.The modeled gravity was interpolated from observed gravity values.
 DN6132
 DN6132;                    North         East    Units  Estimated Accuracy
 DN6132;SPC MI S     -   187,595.    4,104,928.      MT  (+/- 10 meters HH2 GPS)
 DN6132
 DN6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3129483074(NAD 83)
 DN6132
 DN6132                          SUPERSEDED SURVEY CONTROL
 DN6132
 DN6132  NAVD 88 (04/17/12)  278.981  (m)          915.29   (f) SUPERSEDED  2 1
 DN6132
 DN6132.Superseded values are not recommended for survey control.
 DN6132
 DN6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6132.See file dsdata.pdf to determine how the superseded data were derived.
 DN6132
 DN6132_MARKER: F = FLANGE-ENCASED ROD
 DN6132_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6132_STAMPING: 44613
 DN6132_MARK LOGO: NONE
 DN6132_PROJECTION: RECESSED 13 CENTIMETERS
 DN6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6132+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6132_ROD/PIPE-DEPTH: 15.5 meters
 DN6132_SLEEVE-DEPTH  : 1.0 meters
 DN6132
 DN6132  HISTORY     - Date     Condition        Report By
 DN6132  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6132  HISTORY     - 20190801 GOOD             INDIV
 DN6132
 DN6132                          STATION DESCRIPTION
 DN6132
 DN6132'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6132'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF NORTH
 DN6132'BRANCH, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF BROWN CITY AND 2.0 MI (3.2
 DN6132'KM) SOUTH OF BURNSIDE.
 DN6132'
 DN6132'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH FOR MI TO
 DN6132'INTERSECTION OF M-53 AND DEANVILLE ROAD.  TURN RIGHT ON DEANVILLE
 DN6132'ROAD, GO 100 FT (30.5 M) TO STATION ON RIGHT.
 DN6132'
 DN6132'THE STATION IS 114 FT (34.7 M) EAST OF THE CENTERLINE OF M-53, 35 FT
 DN6132'(10.7 M) SOUTH OF THE CENTERLINE OF DEANVILLE ROAD.  46 FT (14.0 M)
 DN6132'EAST OF THE CENTERLINE OF DRIVEWAY, 2.5 FT (0.8 M) NORTH OF A
 DN6132'CARSONITE WITNESS POST.
 DN6132
 DN6132                          STATION RECOVERY (2019)
 DN6132
 DN6132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DN6132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6131 ***********************************************************************
 DN6131  DESIGNATION -  44614
 DN6131  PID         -  DN6131
 DN6131  STATE/COUNTY-  MI/LAPEER
 DN6131  COUNTRY     -  US
 DN6131  USGS QUAD   -  BURNSIDE (2017)
 DN6131
 DN6131                         *CURRENT SURVEY CONTROL
 DN6131  ______________________________________________________________________
 DN6131* NAD 83(2011) POSITION- 43 12 19.50029(N) 083 04 38.39592(W)   ADJUSTED
 DN6131* NAD 83(2011) ELLIP HT-   225.859 (meters)        (12/17/13)   ADJUSTED
 DN6131* NAD 83(2011) EPOCH   -  2010.00
 DN6131* NAVD 88 ORTHO HEIGHT -   260.254 (meters)      853.85  (feet) ADJUSTED
 DN6131  ______________________________________________________________________
 DN6131  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 DN6131  NAD 83(2011) X  -    561,248.980 (meters)                     COMP
 DN6131  NAD 83(2011) Y  - -4,622,577.063 (meters)                     COMP
 DN6131  NAD 83(2011) Z  -  4,344,318.468 (meters)                     COMP
 DN6131  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DN6131  DYNAMIC HEIGHT  -        260.194 (meters)      853.65  (feet) COMP
 DN6131  MODELED GRAVITY -    980,381.9   (mgal)                       NAVD 88
 DN6131
 DN6131  VERT ORDER      -  SECOND    CLASS I
 DN6131
 DN6131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6131  Standards:
 DN6131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6131  -------------------------------------------------------------------
 DN6131  NETWORK    0.55   1.33           0.24   0.21   0.68     -0.06673182
 DN6131  -------------------------------------------------------------------
 DN6131  Click here for local accuracies and other accuracy information.
 DN6131
 DN6131.The horizontal coordinates were established by GPS observations
 DN6131.and adjusted by the National Geodetic Survey in December 2013.
 DN6131
 DN6131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6131.been affixed to the stable North American tectonic plate. See 
 DN6131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6131
 DN6131.The horizontal coordinates are valid at the epoch date displayed above
 DN6131.which is a decimal equivalence of Year/Month/Day.
 DN6131
 DN6131.The orthometric height was determined by differential leveling and
 DN6131.adjusted by the NATIONAL GEODETIC SURVEY
 DN6131.in October 2019.
 DN6131
 DN6131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6131.GEOID18 height accuracy estimate available here.
 DN6131
 DN6131.Click photographs - Photos may exist for this station.
 DN6131
 DN6131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6131
 DN6131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6131
 DN6131.The ellipsoidal height was determined by GPS observations
 DN6131.and is referenced to NAD 83.
 DN6131
 DN6131.The dynamic height is computed by dividing the NAVD 88
 DN6131.geopotential number by the normal gravity value computed on the
 DN6131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6131.degrees latitude (g = 980.6199 gals.).
 DN6131
 DN6131.The modeled gravity was interpolated from observed gravity values.
 DN6131
 DN6131. The following values were computed from the NAD 83(2011) position.
 DN6131
 DN6131;                    North         East     Units Scale Factor Converg.
 DN6131;SPC MI S     -   190,237.574 4,104,770.458   MT  0.99992248   +0 52 38.7
 DN6131;SPC MI S     -   624,139.02 13,467,094.68   iFT  0.99992248   +0 52 38.7
 DN6131;UTM  17      - 4,785,721.278   331,242.838   MT  0.99995034   -1 25 21.0
 DN6131
 DN6131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6131!SPC MI S     -   0.99996458  x   0.99992248  =   0.99988706
 DN6131!UTM  17      -   0.99996458  x   0.99995034  =   0.99991492
 DN6131
 DN6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3124285721(NAD 83)
 DN6131
 DN6131                          SUPERSEDED SURVEY CONTROL
 DN6131
 DN6131  NAVD 88 (12/17/13)  260.23   (m)  GEOID12A model used  GPS OBS        
 DN6131  NAVD 88 (04/17/12)  260.191  (m)          853.64   (f) SUPERSEDED  2 1
 DN6131
 DN6131.Superseded values are not recommended for survey control.
 DN6131
 DN6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6131.See file dsdata.pdf to determine how the superseded data were derived.
 DN6131
 DN6131_MARKER: F = FLANGE-ENCASED ROD
 DN6131_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6131_STAMPING: MDOT 44614 2010
 DN6131_MARK LOGO: NONE
 DN6131_PROJECTION: RECESSED 5 CENTIMETERS
 DN6131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6131+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DN6131_ROD/PIPE-DEPTH: 13.6 meters
 DN6131_SLEEVE-DEPTH  : 1.0 meters
 DN6131
 DN6131  HISTORY     - Date     Condition        Report By
 DN6131  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6131  HISTORY     - 20110824 GOOD             MIDT
 DN6131  HISTORY     - 20190801 GOOD             INDIV
 DN6131
 DN6131                          STATION DESCRIPTION
 DN6131
 DN6131'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6131'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF NORTH
 DN6131'BRANCH, 4.4 MI (7.1 KM) WEST OF BROWN CITY AND IN THE TOWN OF
 DN6131'BURNSIDE, MI.
 DN6131'
 DN6131'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6131'13.6 MI (21.9 KM) TO WILCOX ROAD.  CONTINUE NORTH ON M-53 FOR 0.64 MI
 DN6131'(1.0 KM) TO STATION ON THE LEFT.
 DN6131'
 DN6131'THE STATION IS 48 FT (14.6 M) WEST CENTERLINE OF M-53, 240 FT (73.2 M)
 DN6131'NORTH OF TRAFFIC BARRIER.  1900 FT (579.1 M) SOUTH OF M-90, 134.5 FT
 DN6131'(41.0 M) NORTHWEST OF POWER POLE.  1.8 FT (0.5 M) EAST OF CARSONITE
 DN6131'WITNESS POST.
 DN6131
 DN6131                          STATION RECOVERY (2011)
 DN6131
 DN6131'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6131'RECOVERED AS DESCRIBED BY AWS.
 DN6131
 DN6131                          STATION RECOVERY (2019)
 DN6131
 DN6131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DN6131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6130 ***********************************************************************
 DN6130  DESIGNATION -  44615
 DN6130  PID         -  DN6130
 DN6130  STATE/COUNTY-  MI/LAPEER
 DN6130  COUNTRY     -  US
 DN6130  USGS QUAD   -  BURNSIDE (2017)
 DN6130
 DN6130                         *CURRENT SURVEY CONTROL
 DN6130  ______________________________________________________________________
 DN6130* NAD 83(1986) POSITION- 43 13 35.4    (N) 083 04 39.8    (W)   HD_HELD2
 DN6130* NAVD 88 ORTHO HEIGHT -   254.295 (meters)      834.30  (feet) ADJUSTED
 DN6130  ______________________________________________________________________
 DN6130  GEOID HEIGHT    -        -34.307 (meters)                     GEOID18
 DN6130  DYNAMIC HEIGHT  -        254.237 (meters)      834.11  (feet) COMP
 DN6130  MODELED GRAVITY -    980,386.0   (mgal)                       NAVD 88
 DN6130
 DN6130  VERT ORDER      -  SECOND    CLASS I
 DN6130
 DN6130.The horizontal coordinates were established by autonomous hand held GPS
 DN6130.observations and have an estimated accuracy of +/- 10 meters.
 DN6130
 DN6130.The orthometric height was determined by differential leveling and
 DN6130.adjusted by the NATIONAL GEODETIC SURVEY
 DN6130.in October 2019.
 DN6130
 DN6130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6130.GEOID18 height accuracy estimate available here.
 DN6130
 DN6130.Click photographs - Photos may exist for this station.
 DN6130
 DN6130.The dynamic height is computed by dividing the NAVD 88
 DN6130.geopotential number by the normal gravity value computed on the
 DN6130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6130.degrees latitude (g = 980.6199 gals.).
 DN6130
 DN6130.The modeled gravity was interpolated from observed gravity values.
 DN6130
 DN6130;                    North         East    Units  Estimated Accuracy
 DN6130;SPC MI S     -   192,579.    4,104,703.      MT  (+/- 10 meters HH2 GPS)
 DN6130
 DN6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3126988063(NAD 83)
 DN6130
 DN6130                          SUPERSEDED SURVEY CONTROL
 DN6130
 DN6130  NAVD 88 (04/17/12)  254.227  (m)          834.08   (f) SUPERSEDED  2 1
 DN6130
 DN6130.Superseded values are not recommended for survey control.
 DN6130
 DN6130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6130.See file dsdata.pdf to determine how the superseded data were derived.
 DN6130
 DN6130_MARKER: F = FLANGE-ENCASED ROD
 DN6130_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6130_STAMPING: 44615
 DN6130_MARK LOGO: NONE
 DN6130_PROJECTION: RECESSED 5 CENTIMETERS
 DN6130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6130+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6130_ROD/PIPE-DEPTH: 9.6 meters
 DN6130_SLEEVE-DEPTH  : 1.0 meters
 DN6130
 DN6130  HISTORY     - Date     Condition        Report By
 DN6130  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6130  HISTORY     - 20190801 GOOD             INDIV
 DN6130
 DN6130                          STATION DESCRIPTION
 DN6130
 DN6130'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6130'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF NORTH BRANCH, 4.6
 DN6130'MI (7.4 KM) WEST-NORTHWEST OF BROWN CITY AND 1.1 MI (1.8 KM) NORTH OF
 DN6130'BURNSIDE.
 DN6130'
 DN6130'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 14.6
 DN6130'MI (23.5 KM) TO THE INTERSECTION OF M-53 AND M-90, CONTINUE NORTH ON
 DN6130'M-53/M-90 FOR 1.16 MI (1.9 KM) TO STATION ON RIGHT.  STATION IS 880 FT
 DN6130'(268.2 M) NORTH OF BROOKS ROAD.
 DN6130'
 DN6130'THE STATION IS 50 FT (15.2 M) EAST OF THE CENTERLINE OF M-53, 112 FT
 DN6130'(34.1 M) SOUTH OF THE CENTERLINE OF DRIVEWAY OF 6556 VAN DYKE ROAD, 79
 DN6130'FT (24.1 M) SOUTH OF A POWER POLE, 2.8 FT (0.9 M) WEST OF A CARSONITE
 DN6130'WITNESS POST.  0.39 MI (0.6 KM) SOUTH OF NORTH BRANCH ROAD.  1.09 MI
 DN6130'(1.8 KM) NORTH OF EAST BURNSIDE ROAD.
 DN6130
 DN6130                          STATION RECOVERY (2019)
 DN6130
 DN6130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DN6130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6129 ***********************************************************************
 DN6129  DESIGNATION -  44616
 DN6129  PID         -  DN6129
 DN6129  STATE/COUNTY-  MI/LAPEER
 DN6129  COUNTRY     -  US
 DN6129  USGS QUAD   -  MARLETTE (2017)
 DN6129
 DN6129                         *CURRENT SURVEY CONTROL
 DN6129  ______________________________________________________________________
 DN6129* NAD 83(1986) POSITION- 43 15 03.1    (N) 083 04 45.0    (W)   HD_HELD2
 DN6129* NAVD 88 ORTHO HEIGHT -   254.112 (meters)      833.70  (feet) ADJUSTED
 DN6129  ______________________________________________________________________
 DN6129  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 DN6129  DYNAMIC HEIGHT  -        254.055 (meters)      833.51  (feet) COMP
 DN6129  MODELED GRAVITY -    980,390.4   (mgal)                       NAVD 88
 DN6129
 DN6129  VERT ORDER      -  SECOND    CLASS I
 DN6129
 DN6129.The horizontal coordinates were established by autonomous hand held GPS
 DN6129.observations and have an estimated accuracy of +/- 10 meters.
 DN6129
 DN6129.The orthometric height was determined by differential leveling and
 DN6129.adjusted by the NATIONAL GEODETIC SURVEY
 DN6129.in October 2019.
 DN6129
 DN6129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6129.GEOID18 height accuracy estimate available here.
 DN6129
 DN6129.Click photographs - Photos may exist for this station.
 DN6129
 DN6129.The dynamic height is computed by dividing the NAVD 88
 DN6129.geopotential number by the normal gravity value computed on the
 DN6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6129.degrees latitude (g = 980.6199 gals.).
 DN6129
 DN6129.The modeled gravity was interpolated from observed gravity values.
 DN6129
 DN6129;                    North         East    Units  Estimated Accuracy
 DN6129;SPC MI S     -   195,283.    4,104,544.      MT  (+/- 10 meters HH2 GPS)
 DN6129
 DN6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3121990771(NAD 83)
 DN6129
 DN6129                          SUPERSEDED SURVEY CONTROL
 DN6129
 DN6129  NAVD 88 (04/17/12)  254.039  (m)          833.46   (f) SUPERSEDED  2 1
 DN6129
 DN6129.Superseded values are not recommended for survey control.
 DN6129
 DN6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6129.See file dsdata.pdf to determine how the superseded data were derived.
 DN6129
 DN6129_MARKER: F = FLANGE-ENCASED ROD
 DN6129_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6129_STAMPING: MDOT 44616 2010
 DN6129_MARK LOGO: NONE
 DN6129_PROJECTION: RECESSED 5 CENTIMETERS
 DN6129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6129+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6129_ROD/PIPE-DEPTH: 5.1 meters
 DN6129_SLEEVE-DEPTH  : 1.0 meters
 DN6129
 DN6129  HISTORY     - Date     Condition        Report By
 DN6129  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6129  HISTORY     - 20190801 GOOD             INDIV
 DN6129  HISTORY     - 20250729 GOOD             MIDT
 DN6129
 DN6129                          STATION DESCRIPTION
 DN6129
 DN6129'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6129'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH OF MARLETTE, 5.2 MI
 DN6129'(8.4 KM) WEST-NORTHWEST OF BROWN CITY AND 2.8 MI (4.5 KM) NORTH OF
 DN6129'BURNSIDE.
 DN6129'
 DN6129'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6129'14.6 MI (23.5 KM) TO INTERSECTION OF M-53 AND M-90.  CONTINUE NORTH ON
 DN6129'M-53 FOR 2.85 MI (4.6 KM) TO STATION ON THE RIGHT.  STATION IS 1000 FT
 DN6129'(304.8 M) SOUTH OF PECK ROAD 36.
 DN6129'
 DN6129'THE STATION IS 35 FT (10.7 M) EAST OF THE CENTERLINE OF M-53, 105 FT
 DN6129'(32.0 M) NORTHEAST OF POWER POLE, 3.1 FT (0.9 M) WEST OF A CARSONITE
 DN6129'WITNESS POST, 99 FT (30.2 M) SOUTHEAST CENTERLINE ACCESS DRIVE AT EDGE
 DN6129'OF PAVEMENT.
 DN6129
 DN6129                          STATION RECOVERY (2019)
 DN6129
 DN6129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DN6129'RECOVERED IN GOOD CONDITION.
 DN6129
 DN6129                          STATION RECOVERY (2025)
 DN6129
 DN6129'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6129'NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6126 ***********************************************************************
 DN6126  DESIGNATION -  44617
 DN6126  PID         -  DN6126
 DN6126  STATE/COUNTY-  MI/LAPEER
 DN6126  COUNTRY     -  US
 DN6126  USGS QUAD   -  CLIFFORD (2017)
 DN6126
 DN6126                         *CURRENT SURVEY CONTROL
 DN6126  ______________________________________________________________________
 DN6126* NAD 83(1986) POSITION- 43 18 01.9    (N) 083 07 36.2    (W)   HD_HELD2
 DN6126* NAVD 88 ORTHO HEIGHT -   262.275 (meters)      860.48  (feet) ADJUSTED
 DN6126  ______________________________________________________________________
 DN6126  GEOID HEIGHT    -        -34.225 (meters)                     GEOID18
 DN6126  DYNAMIC HEIGHT  -        262.218 (meters)      860.29  (feet) COMP
 DN6126  MODELED GRAVITY -    980,397.2   (mgal)                       NAVD 88
 DN6126
 DN6126  VERT ORDER      -  SECOND    CLASS I
 DN6126
 DN6126.The horizontal coordinates were established by autonomous hand held GPS
 DN6126.observations and have an estimated accuracy of +/- 10 meters.
 DN6126
 DN6126.The orthometric height was determined by differential leveling and
 DN6126.adjusted by the NATIONAL GEODETIC SURVEY
 DN6126.in October 2019.
 DN6126
 DN6126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6126.GEOID18 height accuracy estimate available here.
 DN6126
 DN6126.Click photographs - Photos may exist for this station.
 DN6126
 DN6126.The dynamic height is computed by dividing the NAVD 88
 DN6126.geopotential number by the normal gravity value computed on the
 DN6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6126.degrees latitude (g = 980.6199 gals.).
 DN6126
 DN6126.The modeled gravity was interpolated from observed gravity values.
 DN6126
 DN6126;                    North         East    Units  Estimated Accuracy
 DN6126;SPC MI S     -   200,742.    4,100,602.      MT  (+/- 10 meters HH2 GPS)
 DN6126
 DN6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2749996384(NAD 83)
 DN6126
 DN6126                          SUPERSEDED SURVEY CONTROL
 DN6126
 DN6126  NAVD 88 (04/17/12)  262.187  (m)          860.19   (f) SUPERSEDED  2 1
 DN6126
 DN6126.Superseded values are not recommended for survey control.
 DN6126
 DN6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6126.See file dsdata.pdf to determine how the superseded data were derived.
 DN6126
 DN6126_MARKER: F = FLANGE-ENCASED ROD
 DN6126_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6126_STAMPING: MDOT 44617 2010
 DN6126_MARK LOGO: NONE
 DN6126_PROJECTION: RECESSED 8 CENTIMETERS
 DN6126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6126+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6126_ROD/PIPE-DEPTH: 15.4 meters
 DN6126_SLEEVE-DEPTH  : 1.0 meters
 DN6126
 DN6126  HISTORY     - Date     Condition        Report By
 DN6126  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6126
 DN6126                          STATION DESCRIPTION
 DN6126
 DN6126'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6126'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF NORTH
 DN6126'BRANCH, 3.0 MI (4.8 KM) SOUTHWEST OF MARLETTE AND 2.8 MI (4.5 KM)
 DN6126'EAST-SOUTHEAST OF CLIFFORD.
 DN6126'
 DN6126'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6126'20.1 MI (32.3 KM) TO CLIFFORD ROAD TURN LEFT ON CLIFFORD ROAD AND GO
 DN6126'2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT.
 DN6126'
 DN6126'THE STATION IS 35 FT (10.7 M) NORTH OF THE CENTERLINE OF CLIFFORD
 DN6126'ROAD, 88 FT (26.8 M) EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 6.6 FT
 DN6126'(2.0 M) SOUTHEAST OF A UTILITY BOX AND 2.8 FT (0.9 M) SOUTH OF A
 DN6126'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6125 ***********************************************************************
 DN6125  DESIGNATION -  44618
 DN6125  PID         -  DN6125
 DN6125  STATE/COUNTY-  MI/LAPEER
 DN6125  COUNTRY     -  US
 DN6125  USGS QUAD   -  CLIFFORD (2017)
 DN6125
 DN6125                         *CURRENT SURVEY CONTROL
 DN6125  ______________________________________________________________________
 DN6125* NAD 83(1986) POSITION- 43 18 26.3    (N) 083 09 37.1    (W)   HD_HELD2
 DN6125* NAVD 88 ORTHO HEIGHT -   251.131 (meters)      823.92  (feet) ADJUSTED
 DN6125  ______________________________________________________________________
 DN6125  GEOID HEIGHT    -        -34.220 (meters)                     GEOID18
 DN6125  DYNAMIC HEIGHT  -        251.077 (meters)      823.74  (feet) COMP
 DN6125  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 DN6125
 DN6125  VERT ORDER      -  SECOND    CLASS I
 DN6125
 DN6125.The horizontal coordinates were established by autonomous hand held GPS
 DN6125.observations and have an estimated accuracy of +/- 10 meters.
 DN6125
 DN6125.The orthometric height was determined by differential leveling and
 DN6125.adjusted by the NATIONAL GEODETIC SURVEY
 DN6125.in October 2019.
 DN6125
 DN6125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6125.GEOID18 height accuracy estimate available here.
 DN6125
 DN6125.Click photographs - Photos may exist for this station.
 DN6125
 DN6125.The dynamic height is computed by dividing the NAVD 88
 DN6125.geopotential number by the normal gravity value computed on the
 DN6125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6125.degrees latitude (g = 980.6199 gals.).
 DN6125
 DN6125.The modeled gravity was interpolated from observed gravity values.
 DN6125
 DN6125;                    North         East    Units  Estimated Accuracy
 DN6125;SPC MI S     -   201,455.    4,097,866.      MT  (+/- 10 meters HH2 GPS)
 DN6125
 DN6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2479497207(NAD 83)
 DN6125
 DN6125                          SUPERSEDED SURVEY CONTROL
 DN6125
 DN6125  NAVD 88 (04/17/12)  251.039  (m)          823.62   (f) SUPERSEDED  2 1
 DN6125
 DN6125.Superseded values are not recommended for survey control.
 DN6125
 DN6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6125.See file dsdata.pdf to determine how the superseded data were derived.
 DN6125
 DN6125_MARKER: F = FLANGE-ENCASED ROD
 DN6125_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6125_STAMPING: MDOT 44618 2010
 DN6125_MARK LOGO: NONE
 DN6125_PROJECTION: RECESSED 5 CENTIMETERS
 DN6125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6125+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6125_ROD/PIPE-DEPTH: 8.0 meters
 DN6125_SLEEVE-DEPTH  : 1.0 meters
 DN6125
 DN6125  HISTORY     - Date     Condition        Report By
 DN6125  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6125
 DN6125                          STATION DESCRIPTION
 DN6125
 DN6125'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6125'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF NORTH
 DN6125'BRANCH, 4.3 MI (6.9 KM) WEST-SOUTHWEST OF MARLETTE AND 1.1 MI (1.8 KM)
 DN6125'EAST-SOUTHEAST OF CLIFFORD.
 DN6125'
 DN6125'TO REACH FROM THE INTERSECTION OF I-69 AND M-53, GO NORTH ON M-53 FOR
 DN6125'20.1 MI (32.3 KM) TO CLIFFORD ROAD TURN LEFT ONTO CLIFFORD ROAD AND
 DN6125'CONTINUE ON CLIFFORD ROAD FOR 4.2 MI (6.8 KM) TO THE STATION ON THE
 DN6125'LEFT, WHICH IS APPROXIMATELY 300 FT (91.4 M) WEST OF SHARP ROAD.
 DN6125'
 DN6125'THE STATION IS 26 FT (7.9 M) SOUTH OF THE CENTERLINE OF CLIFFORD ROAD,
 DN6125'293 FT (89.3 M) WEST OF THE CENTERLINE OF SHARP ROAD, 155 FT (47.2 M)
 DN6125'NORTHWEST OF A POWER POLE AND 3.5 FT (1.1 M) NORTH OF A CARSONITE
 DN6125'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6128 ***********************************************************************
 DN6128  DESIGNATION -  44619
 DN6128  PID         -  DN6128
 DN6128  STATE/COUNTY-  MI/LAPEER
 DN6128  COUNTRY     -  US
 DN6128  USGS QUAD   -  MARLETTE (2017)
 DN6128
 DN6128                         *CURRENT SURVEY CONTROL
 DN6128  ______________________________________________________________________
 DN6128* NAD 83(2011) POSITION- 43 16 27.49539(N) 083 04 45.49278(W)   ADJUSTED
 DN6128* NAD 83(2011) ELLIP HT-   226.233 (meters)        (12/17/13)   ADJUSTED
 DN6128* NAD 83(2011) EPOCH   -  2010.00
 DN6128* NAVD 88 ORTHO HEIGHT -   260.549 (meters)      854.82  (feet) ADJUSTED
 DN6128  ______________________________________________________________________
 DN6128  GEOID HEIGHT    -        -34.252 (meters)                     GEOID18
 DN6128  NAD 83(2011) X  -    560,458.201 (meters)                     COMP
 DN6128  NAD 83(2011) Y  - -4,617,391.783 (meters)                     COMP
 DN6128  NAD 83(2011) Z  -  4,349,894.238 (meters)                     COMP
 DN6128  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 DN6128  DYNAMIC HEIGHT  -        260.492 (meters)      854.63  (feet) COMP
 DN6128  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 DN6128
 DN6128  VERT ORDER      -  SECOND    CLASS I
 DN6128
 DN6128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6128  Standards:
 DN6128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6128  -------------------------------------------------------------------
 DN6128  NETWORK    0.50   1.27           0.23   0.17   0.65     -0.01371038
 DN6128  -------------------------------------------------------------------
 DN6128  Click here for local accuracies and other accuracy information.
 DN6128
 DN6128.The horizontal coordinates were established by GPS observations
 DN6128.and adjusted by the National Geodetic Survey in December 2013.
 DN6128
 DN6128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6128.been affixed to the stable North American tectonic plate. See 
 DN6128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6128
 DN6128.The horizontal coordinates are valid at the epoch date displayed above
 DN6128.which is a decimal equivalence of Year/Month/Day.
 DN6128
 DN6128.The orthometric height was determined by differential leveling and
 DN6128.adjusted by the NATIONAL GEODETIC SURVEY
 DN6128.in October 2019.
 DN6128
 DN6128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6128.GEOID18 height accuracy estimate available here.
 DN6128
 DN6128.Click photographs - Photos may exist for this station.
 DN6128
 DN6128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6128
 DN6128.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6128
 DN6128.The ellipsoidal height was determined by GPS observations
 DN6128.and is referenced to NAD 83.
 DN6128
 DN6128.The dynamic height is computed by dividing the NAVD 88
 DN6128.geopotential number by the normal gravity value computed on the
 DN6128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6128.degrees latitude (g = 980.6199 gals.).
 DN6128
 DN6128.The modeled gravity was interpolated from observed gravity values.
 DN6128
 DN6128. The following values were computed from the NAD 83(2011) position.
 DN6128
 DN6128;                    North         East     Units Scale Factor Converg.
 DN6128;SPC MI S     -   197,886.889 4,104,493.271   MT  0.99992992   +0 52 33.9
 DN6128;SPC MI S     -   649,235.20 13,466,185.27   iFT  0.99992992   +0 52 33.9
 DN6128;UTM  17      - 4,793,375.739   331,272.970   MT  0.99995021   -1 25 32.5
 DN6128
 DN6128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6128!SPC MI S     -   0.99996452  x   0.99992992  =   0.99989445
 DN6128!UTM  17      -   0.99996452  x   0.99995021  =   0.99991474
 DN6128
 DN6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3127293375(NAD 83)
 DN6128
 DN6128                          SUPERSEDED SURVEY CONTROL
 DN6128
 DN6128  NAVD 88 (12/17/13)  260.53   (m)  GEOID12A model used  GPS OBS        
 DN6128  NAVD 88 (04/17/12)  260.472  (m)          854.57   (f) SUPERSEDED  2 1
 DN6128
 DN6128.Superseded values are not recommended for survey control.
 DN6128
 DN6128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6128.See file dsdata.pdf to determine how the superseded data were derived.
 DN6128
 DN6128_MARKER: F = FLANGE-ENCASED ROD
 DN6128_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6128_STAMPING: MDOT 44619 2010
 DN6128_PROJECTION: RECESSED 8 CENTIMETERS
 DN6128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6128+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DN6128_ROD/PIPE-DEPTH: 3.6 meters
 DN6128_SLEEVE-DEPTH  : 1.0 meters
 DN6128
 DN6128  HISTORY     - Date     Condition        Report By
 DN6128  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6128  HISTORY     - 20110824 GOOD             MIDT
 DN6128  HISTORY     - 20200730 POOR             MIDT
 DN6128
 DN6128                          STATION DESCRIPTION
 DN6128
 DN6128'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6128'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST OF
 DN6128'CLIFFORD, 4.4 MI (7.1 KM) NORTH OF BURNSIDE AND 3.6 MI (5.8 KM) SOUTH
 DN6128'OF MARLETTE.
 DN6128'
 DN6128'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH OF M-53 FOR
 DN6128'18.7 MI (30.1 KM) TO THE INTERSECTION OF VAN DYKE RD/M-53 AND CR-36
 DN6128'BARNES ROAD.  CONTINUE NORTH ON M-53 FOR 0.33 MI (0.5 KM) TO THE
 DN6128'STATION ON THE RIGHT.
 DN6128'
 DN6128'THE STATION IS 45 FT (13.7 M) EAST OF THE CENTERLINE OF M-53/VAN DYKE
 DN6128'ROAD, 200 FT (61.0 M) SOUTH-SOUTHEAST OF POWER POLE WITH TAG 'D.E.
 DN6128'02, 45 GD.' 210 FT (64.0 M) NORTH-NORTHEAST OF POWER POLE STAMPED 'N
 DN6128'70, SPIRE G, 3 45', 400 FT (121.9 M) NORTH OF A UTILITY BOX, 1.0 FT
 DN6128'(0.3 M) WEST OF A CARSONITE WITNESS POST.
 DN6128
 DN6128                          STATION RECOVERY (2011)
 DN6128
 DN6128'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6128'RECOVERED AS DESCRIBED BY AWS.
 DN6128
 DN6128                          STATION RECOVERY (2020)
 DN6128
 DN6128'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DN6128'COVER HAS BEEN TORN OFF AND SLEEVE IS DAMAGED.  THE ROD ITSELF SEEMED
 DN6128'TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0765 ***********************************************************************
 NE0765  DESIGNATION -  45 1/2
 NE0765  PID         -  NE0765
 NE0765  STATE/COUNTY-  MI/OAKLAND
 NE0765  COUNTRY     -  US
 NE0765  USGS QUAD   -  DAVISBURG (2017)
 NE0765
 NE0765                         *CURRENT SURVEY CONTROL
 NE0765  ______________________________________________________________________
 NE0765* NAD 83(1986) POSITION- 42 46 57.     (N) 083 36 24.     (W)   SCALED
 NE0765* NAVD 88 ORTHO HEIGHT -   283.139 (meters)      928.93  (feet) ADJUSTED
 NE0765  ______________________________________________________________________
 NE0765  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 NE0765  DYNAMIC HEIGHT  -        283.057 (meters)      928.66  (feet) COMP
 NE0765  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 NE0765
 NE0765  VERT ORDER      -  SECOND    CLASS 0
 NE0765
 NE0765.The horizontal coordinates were scaled from a map and have
 NE0765.an estimated accuracy of +/- 6 seconds.
 NE0765
 NE0765.The orthometric height was determined by differential leveling and
 NE0765.adjusted by the NATIONAL GEODETIC SURVEY
 NE0765.in June 1991.
 NE0765
 NE0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0765.GEOID18 height accuracy estimate available here.
 NE0765
 NE0765.Click photographs - Photos may exist for this station.
 NE0765
 NE0765.The dynamic height is computed by dividing the NAVD 88
 NE0765.geopotential number by the normal gravity value computed on the
 NE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0765.degrees latitude (g = 980.6199 gals.).
 NE0765
 NE0765.The modeled gravity was interpolated from observed gravity values.
 NE0765
 NE0765;                    North         East    Units  Estimated Accuracy
 NE0765;SPC MI S     -   142,740.    4,062,180.      MT  (+/- 180 meters Scaled)
 NE0765
 NE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH867399(NAD 83)
 NE0765
 NE0765                          SUPERSEDED SURVEY CONTROL
 NE0765
 NE0765  NGVD 29 (??/??/92)  283.243  (m)          929.27   (f) ADJ UNCH    2 0
 NE0765
 NE0765.Superseded values are not recommended for survey control.
 NE0765
 NE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0765.See file dsdata.pdf to determine how the superseded data were derived.
 NE0765
 NE0765_MARKER: B = BOLT
 NE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0765_STAMPING: 45-1/2
 NE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0765+STABILITY: SURFACE MOTION
 NE0765
 NE0765  HISTORY     - Date     Condition        Report By
 NE0765  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0765  HISTORY     - 1942     GOOD             CGS
 NE0765  HISTORY     - 20060310 MARK NOT FOUND   INDIV
 NE0765
 NE0765                          STATION DESCRIPTION
 NE0765
 NE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0765'1 MI SE FROM HOLLY.
 NE0765'1.0 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0765'THE STATION AT HOLLY, OAKLAND COUNTY, 456 YARDS NORTHWEST OF
 NE0765'BANJO SIGNAL 44.2, 257 YARDS NORTHWEST OF A SIDING SWITCH,
 NE0765'56 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 NE0765'16.3 FEET SOUTHEAST OF A ROW OF POLES, AND 1 FOOT SOUTHWEST
 NE0765'OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 45-1/2 AND
 NE0765'SET IN THE TOP OF A CONCRETE POST.
 NE0765
 NE0765                          STATION RECOVERY (2006)
 NE0765
 NE0765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0920 ***********************************************************************
 QK0920  DESIGNATION -  45200
 QK0920  PID         -  QK0920
 QK0920  STATE/COUNTY-  MI/LEELANAU
 QK0920  COUNTRY     -  US
 QK0920  USGS QUAD   -  GILLS PIER (2017)
 QK0920
 QK0920                         *CURRENT SURVEY CONTROL
 QK0920  ______________________________________________________________________
 QK0920* NAD 83(1994) POSITION- 45 02 50.74657(N) 085 44 13.44491(W)   ADJUSTED
 QK0920* NAD 83(1994) ELLIP HT-   149.095 (meters)        (02/03/97)   ADJUSTED
 QK0920* NAVD 88 ORTHO HEIGHT -   184.6   (meters)      606.    (feet) GPS OBS
 QK0920  ______________________________________________________________________
 QK0920  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0920  GEOID HEIGHT    -        -35.120 (meters)                     GEOID93
 QK0920  GEOID HEIGHT    -        -35.536 (meters)                     GEOID18
 QK0920  NAD 83(1994) X  -    335,539.337 (meters)                     COMP
 QK0920  NAD 83(1994) Y  - -4,501,479.352 (meters)                     COMP
 QK0920  NAD 83(1994) Z  -  4,491,179.509 (meters)                     COMP
 QK0920  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 QK0920  HORZ ORDER      -  FIRST
 QK0920  ELLP ORDER      -  FOURTH    CLASS I
 QK0920
 QK0920.The horizontal coordinates were established by GPS observations
 QK0920.and adjusted by the National Geodetic Survey in February 1997.
 QK0920
 QK0920.The orthometric height was determined by GPS observations and a
 QK0920.high-resolution geoid model.
 QK0920
 QK0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0920.GEOID18 height accuracy estimate available here.
 QK0920
 QK0920.Click photographs - Photos may exist for this station.
 QK0920
 QK0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0920
 QK0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0920
 QK0920.The ellipsoidal height was determined by GPS observations
 QK0920.and is referenced to NAD 83.
 QK0920
 QK0920. The following values were computed from the NAD 83(1994) position.
 QK0920
 QK0920;                    North         East     Units Scale Factor Converg.
 QK0920;SPC MI C     -   193,234.319 5,892,051.755   MT  0.99991435   -0 58 05.0
 QK0920;SPC MI C     -   633,970.86 19,330,878.46   iFT  0.99991435   -0 58 05.0
 QK0920;UTM  16      - 4,988,995.030   599,456.201   MT  0.99972163   +0 53 37.8
 QK0920
 QK0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0920!SPC MI C     -   0.99997662  x   0.99991435  =   0.99989098
 QK0920!UTM  16      -   0.99997662  x   0.99972163  =   0.99969826
 QK0920
 QK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9945688995(NAD 83)
 QK0920
 QK0920                          SUPERSEDED SURVEY CONTROL
 QK0920
 QK0920  NAD 83(1986)-  45 02 50.74353(N)    085 44 13.43616(W) AD(       ) 1
 QK0920
 QK0920.Superseded values are not recommended for survey control.
 QK0920
 QK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0920.See file dsdata.pdf to determine how the superseded data were derived.
 QK0920
 QK0920_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0920_STAMPING: 45200 1992
 QK0920_MARK LOGO: MIDT
 QK0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0920+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0920
 QK0920  HISTORY     - Date     Condition        Report By
 QK0920  HISTORY     - 1992     MONUMENTED       MIDT
 QK0920  HISTORY     - 20040507 GOOD             USPSQD
 QK0920
 QK0920                          STATION DESCRIPTION
 QK0920
 QK0920'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0920'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0920'IT IS IN THE NORTHEAST 1/4 OF SECTION 34, T-31-N, R-12-W, LELAND
 QK0920'TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0920'ABOUT 2.0 MI (3.2 KM) NORTHEASTERLY OF LELAND, ABOUT 8.5 MI
 QK0920'(13.7 KM) SOUTHWEST OF NORTHPORT, ABOUT 6.5 MI (10.5 KM) NORTHWEST OF
 QK0920'SUTTONS BAY.
 QK0920'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0920'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 2.1 MI (3.4 KM)
 QK0920'ALONG STATE HIGHWAY M-22 TO THE STATION ON RIGHT, AS DESCRIBED.
 QK0920'STATION IS LOCATED 25.0 FT (7.6 M) EASTERLY FORM THE CENTER OF HIGHWAY
 QK0920'M-22, 107 FT (32.6 M) NORTHERLY FROM A CROSS CULVERT UNDER M-22, 35.0
 QK0920'FT (10.7 M) WEST FROM A TRIPLE 10 INCH CEDAR AND 3 FT (0.9 M)
 QK0920'WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0920
 QK0920                          STATION RECOVERY (2004)
 QK0920
 QK0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0921 ***********************************************************************
 QK0921  DESIGNATION -  45201
 QK0921  PID         -  QK0921
 QK0921  STATE/COUNTY-  MI/LEELANAU
 QK0921  COUNTRY     -  US
 QK0921  USGS QUAD   -  GILLS PIER (2017)
 QK0921
 QK0921                         *CURRENT SURVEY CONTROL
 QK0921  ______________________________________________________________________
 QK0921* NAD 83(1994) POSITION- 45 03 08.82978(N) 085 44 03.96335(W)   ADJUSTED
 QK0921* NAD 83(1994) ELLIP HT-   147.138 (meters)        (02/03/97)   ADJUSTED
 QK0921* NAVD 88 ORTHO HEIGHT -   182.6   (meters)      599.    (feet) GPS OBS
 QK0921  ______________________________________________________________________
 QK0921  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0921  GEOID HEIGHT    -        -35.120 (meters)                     GEOID93
 QK0921  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 QK0921  NAD 83(1994) X  -    335,716.771 (meters)                     COMP
 QK0921  NAD 83(1994) Y  - -4,501,068.555 (meters)                     COMP
 QK0921  NAD 83(1994) Z  -  4,491,572.519 (meters)                     COMP
 QK0921  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 QK0921  HORZ ORDER      -  FIRST
 QK0921  ELLP ORDER      -  FOURTH    CLASS I
 QK0921
 QK0921.The horizontal coordinates were established by GPS observations
 QK0921.and adjusted by the National Geodetic Survey in February 1997.
 QK0921
 QK0921.The orthometric height was determined by GPS observations and a
 QK0921.high-resolution geoid model.
 QK0921
 QK0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0921.GEOID18 height accuracy estimate available here.
 QK0921
 QK0921.Click photographs - Photos may exist for this station.
 QK0921
 QK0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0921
 QK0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0921
 QK0921.The ellipsoidal height was determined by GPS observations
 QK0921.and is referenced to NAD 83.
 QK0921
 QK0921. The following values were computed from the NAD 83(1994) position.
 QK0921
 QK0921;                    North         East     Units Scale Factor Converg.
 QK0921;SPC MI C     -   193,788.922 5,892,268.613   MT  0.99991451   -0 57 58.3
 QK0921;SPC MI C     -   635,790.43 19,331,589.94   iFT  0.99991451   -0 57 58.3
 QK0921;UTM  16      - 4,989,556.279   599,654.887   MT  0.99972211   +0 53 44.8
 QK0921
 QK0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0921!SPC MI C     -   0.99997693  x   0.99991451  =   0.99989144
 QK0921!UTM  16      -   0.99997693  x   0.99972211  =   0.99969905
 QK0921
 QK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9965489556(NAD 83)
 QK0921
 QK0921                          SUPERSEDED SURVEY CONTROL
 QK0921
 QK0921  NAD 83(1986)-  45 03 08.82677(N)    085 44 03.95455(W) AD(       ) 1
 QK0921
 QK0921.Superseded values are not recommended for survey control.
 QK0921
 QK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0921.See file dsdata.pdf to determine how the superseded data were derived.
 QK0921
 QK0921_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0921_STAMPING: 45201 1992
 QK0921_MARK LOGO: MIDT
 QK0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0921+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0921
 QK0921  HISTORY     - Date     Condition        Report By
 QK0921  HISTORY     - 1992     MONUMENTED       MIDT
 QK0921  HISTORY     - 20040507 GOOD             USPSQD
 QK0921
 QK0921                          STATION DESCRIPTION
 QK0921
 QK0921'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0921'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0921'IT IS IN THE NORTHEAST 1/4 OF SECTION 34, T-31-N, R-12-W, LELAND
 QK0921'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0921'ABOUT 2.5 MI (4.0 KM) NORTHEASTERLY OF LELAND, ABOUT 8.0 MI
 QK0921'(12.9 KM) SOUTHWEST OF NORTHPORT, AND ABOUT 6.5 MI (10.5 KM)
 QK0921'NORTHWEST OF SUTTONS BAY.
 QK0921'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0921'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 2.5 MI (4.0 KM)
 QK0921'ALONG HIGHWAY M-22 TO THE STATION ON THE RIGHT, AS DESCRIBED.
 QK0921'STATION IS LOCATED 30.0 FT (9.1 M) EASTERLY FROM THE CENTER OF HIGHWAY
 QK0921'M-22, 46.0 FT (14.0 M) SOUTHWESTERLY FORM A 6 INCH POPLAR, 236.0 FT
 QK0921'(71.9 M) NORTHERLY FROM A CROSS CULVERT UNDER M-22 AND 4 FT (1.2 M)
 QK0921'WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0921
 QK0921                          STATION RECOVERY (2004)
 QK0921
 QK0921'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0922 ***********************************************************************
 QK0922  DESIGNATION -  45202
 QK0922  PID         -  QK0922
 QK0922  STATE/COUNTY-  MI/LEELANAU
 QK0922  COUNTRY     -  US
 QK0922  USGS QUAD   -  GILLS PIER (2017)
 QK0922
 QK0922                         *CURRENT SURVEY CONTROL
 QK0922  ______________________________________________________________________
 QK0922* NAD 83(1994) POSITION- 45 04 52.14961(N) 085 41 00.36087(W)   ADJUSTED
 QK0922* NAD 83(1994) ELLIP HT-   183.029 (meters)        (02/03/97)   ADJUSTED
 QK0922* NAVD 88 ORTHO HEIGHT -   218.4   (meters)      717.    (feet) GPS OBS
 QK0922  ______________________________________________________________________
 QK0922  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0922  GEOID HEIGHT    -        -35.040 (meters)                     GEOID93
 QK0922  GEOID HEIGHT    -        -35.461 (meters)                     GEOID18
 QK0922  NAD 83(1994) X  -    339,555.127 (meters)                     COMP
 QK0922  NAD 83(1994) Y  - -4,498,541.609 (meters)                     COMP
 QK0922  NAD 83(1994) Z  -  4,493,850.682 (meters)                     COMP
 QK0922  LAPLACE CORR    -          6.95  (seconds)                    DEFLEC18
 QK0922  HORZ ORDER      -  FIRST
 QK0922  ELLP ORDER      -  FOURTH    CLASS I
 QK0922
 QK0922.The horizontal coordinates were established by GPS observations
 QK0922.and adjusted by the National Geodetic Survey in February 1997.
 QK0922
 QK0922.The orthometric height was determined by GPS observations and a
 QK0922.high-resolution geoid model.
 QK0922
 QK0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0922.GEOID18 height accuracy estimate available here.
 QK0922
 QK0922.Click photographs - Photos may exist for this station.
 QK0922
 QK0922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0922
 QK0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0922
 QK0922.The ellipsoidal height was determined by GPS observations
 QK0922.and is referenced to NAD 83.
 QK0922
 QK0922. The following values were computed from the NAD 83(1994) position.
 QK0922
 QK0922;                    North         East     Units Scale Factor Converg.
 QK0922;SPC MI C     -   196,911.267 5,896,337.065   MT  0.99991559   -0 55 48.6
 QK0922;SPC MI C     -   646,034.34 19,344,937.88   iFT  0.99991559   -0 55 48.6
 QK0922;UTM  16      - 4,992,808.574   603,618.979   MT  0.99973202   +0 55 56.5
 QK0922
 QK0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0922!SPC MI C     -   0.99997130  x   0.99991559  =   0.99988690
 QK0922!UTM  16      -   0.99997130  x   0.99973202  =   0.99970333
 QK0922
 QK0922:                Primary Azimuth Mark                     Grid Az
 QK0922:SPC MI C     -  45203                                    036 47 09.8
 QK0922:UTM  16      -  45203                                    034 55 24.7
 QK0922
 QK0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0361892808(NAD 83)
 QK0922
 QK0922|---------------------------------------------------------------------|
 QK0922| PID    Reference Object                     Distance      Geod. Az  |
 QK0922|                                                           dddmmss.s |
 QK0922| QK0923 45203                               APPROX. 0.5 KM 0355121.2 |
 QK0922|---------------------------------------------------------------------|
 QK0922
 QK0922                          SUPERSEDED SURVEY CONTROL
 QK0922
 QK0922  NAD 83(1986)-  45 04 52.14666(N)    085 41 00.35209(W) AD(       ) 1
 QK0922
 QK0922.Superseded values are not recommended for survey control.
 QK0922
 QK0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0922.See file dsdata.pdf to determine how the superseded data were derived.
 QK0922
 QK0922_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0922_STAMPING: 45202 1992
 QK0922_MARK LOGO: MIDT
 QK0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0922+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0922
 QK0922  HISTORY     - Date     Condition        Report By
 QK0922  HISTORY     - 1992     MONUMENTED       MIDT
 QK0922  HISTORY     - 20040507 GOOD             USPSQD
 QK0922
 QK0922                          STATION DESCRIPTION
 QK0922
 QK0922'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0922'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0922'IT IS IN THE NORTHWEST 1/4 OF SECTION 19, T-31-N, R-11-W, LEELANAU
 QK0922'TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0922'ABOUT 6.0 MI (9.7 KM) NORTHEASTERLY OF LELAND, ABOUT 8 MI (12.9 KM)
 QK0922'SOUTHWEST OF NORTHPORT, AND ABOUT 7.0 MI (11.3 KM) NORTHWESTERLY OF
 QK0922'SUTTONS BAY.
 QK0922'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0922'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 6.3 MI (10.1 KM)
 QK0922'ALONG HIGHWAY M-22 TO STATION ON LEFT, AS DESCRIBED.
 QK0922'STATION IS LOCATED 31.0 FT (9.4 M) WESTERLY FROM CENTER OF M-22, 35 FT
 QK0922'(10.7 M) SOUTHWEST FROM A POWER POLE, AND 4 FT (1.2 M) EASTERLY FROM
 QK0922'METAL WITNESS POST WITH SIGN.
 QK0922
 QK0922                          STATION RECOVERY (2004)
 QK0922
 QK0922'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0923 ***********************************************************************
 QK0923  DESIGNATION -  45203
 QK0923  PID         -  QK0923
 QK0923  STATE/COUNTY-  MI/LEELANAU
 QK0923  COUNTRY     -  US
 QK0923  USGS QUAD   -  GILLS PIER (2017)
 QK0923
 QK0923                         *CURRENT SURVEY CONTROL
 QK0923  ______________________________________________________________________
 QK0923* NAD 83(1994) POSITION- 45 05 05.55495(N) 085 40 46.68517(W)   ADJUSTED
 QK0923* NAD 83(1994) ELLIP HT-   172.197 (meters)        (02/03/97)   ADJUSTED
 QK0923* NAVD 88 ORTHO HEIGHT -   207.6   (meters)      681.    (feet) GPS OBS
 QK0923  ______________________________________________________________________
 QK0923  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0923  GEOID HEIGHT    -        -35.040 (meters)                     GEOID93
 QK0923  GEOID HEIGHT    -        -35.458 (meters)                     GEOID18
 QK0923  NAD 83(1994) X  -    339,830.734 (meters)                     COMP
 QK0923  NAD 83(1994) Y  - -4,498,219.240 (meters)                     COMP
 QK0923  NAD 83(1994) Z  -  4,494,135.216 (meters)                     COMP
 QK0923  LAPLACE CORR    -          7.06  (seconds)                    DEFLEC18
 QK0923  HORZ ORDER      -  FIRST
 QK0923  ELLP ORDER      -  FOURTH    CLASS I
 QK0923
 QK0923.The horizontal coordinates were established by GPS observations
 QK0923.and adjusted by the National Geodetic Survey in February 1997.
 QK0923
 QK0923.The orthometric height was determined by GPS observations and a
 QK0923.high-resolution geoid model.
 QK0923
 QK0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0923.GEOID18 height accuracy estimate available here.
 QK0923
 QK0923.Click photographs - Photos may exist for this station.
 QK0923
 QK0923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0923
 QK0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0923
 QK0923.The ellipsoidal height was determined by GPS observations
 QK0923.and is referenced to NAD 83.
 QK0923
 QK0923. The following values were computed from the NAD 83(1994) position.
 QK0923
 QK0923;                    North         East     Units Scale Factor Converg.
 QK0923;SPC MI C     -   197,320.158 5,896,642.800   MT  0.99991575   -0 55 39.0
 QK0923;SPC MI C     -   647,375.85 19,345,940.94   iFT  0.99991575   -0 55 39.0
 QK0923;UTM  16      - 4,993,227.109   603,911.208   MT  0.99973277   +0 56 06.4
 QK0923
 QK0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0923!SPC MI C     -   0.99997300  x   0.99991575  =   0.99988876
 QK0923!UTM  16      -   0.99997300  x   0.99973277  =   0.99970578
 QK0923
 QK0923:                Primary Azimuth Mark                     Grid Az
 QK0923:SPC MI C     -  45202                                    216 47 09.9
 QK0923:UTM  16      -  45202                                    214 55 24.5
 QK0923
 QK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0391193227(NAD 83)
 QK0923
 QK0923|---------------------------------------------------------------------|
 QK0923| PID    Reference Object                     Distance      Geod. Az  |
 QK0923|                                                           dddmmss.s |
 QK0923| QK0922 45202                               APPROX. 0.5 KM 2155130.9 |
 QK0923|---------------------------------------------------------------------|
 QK0923
 QK0923                          SUPERSEDED SURVEY CONTROL
 QK0923
 QK0923  NAD 83(1986)-  45 05 05.55198(N)    085 40 46.67641(W) AD(       ) 1
 QK0923
 QK0923.Superseded values are not recommended for survey control.
 QK0923
 QK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0923.See file dsdata.pdf to determine how the superseded data were derived.
 QK0923
 QK0923_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0923_STAMPING: 45203 1992
 QK0923_MARK LOGO: MIDT
 QK0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0923+SATELLITE: SATELLITE OBSERVATIONS - 1992
 QK0923
 QK0923  HISTORY     - Date     Condition        Report By
 QK0923  HISTORY     - 1992     MONUMENTED       MIDT
 QK0923
 QK0923                          STATION DESCRIPTION
 QK0923
 QK0923'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0923'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0923'IT IS IN THE SOUTHWEST 1/4 OF SECTION 18, T-31-N, R-11-W, LEELANAU
 QK0923'TOWNSHIP.  STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 6.5
 QK0923'MI (10.5 KM) NORTHEAST OF LELAND, AND ABOUT 4.5 MI (7.2 KM) SOUTHWEST
 QK0923'OF NORTHPORT, ABOUT 8.0 MI (12.9 KM) NORTHWEST OF SUTTONS BAY.
 QK0923'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0923'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 6.6 MI (10.6 KM) ALONG
 QK0923'HIGHWAY M-22 TO THE STATION ON LEFT, AS DESCRIBED.
 QK0923'STATION IS LOCATED 24.5 FT (7.5 M) NORTHERLY FROM CENTER OF M-22, 16.0
 QK0923'FT (4.9 M) WESTERLY FROM TELEPHONE PEDESTAL, 19.0 FT (5.8 M) WESTERLY
 QK0923'FROM OVERHEAD POWER LINES, 71.0 FT (21.6 M) NORTHWESTERLY FROM POWER
 QK0923'POLE, AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0924 ***********************************************************************
 QK0924  DESIGNATION -  45204
 QK0924  PID         -  QK0924
 QK0924  STATE/COUNTY-  MI/LEELANAU
 QK0924  COUNTRY     -  US
 QK0924  USGS QUAD   -  GILLS PIER (2017)
 QK0924
 QK0924                         *CURRENT SURVEY CONTROL
 QK0924  ______________________________________________________________________
 QK0924* NAD 83(1994) POSITION- 45 05 30.23886(N) 085 39 48.26304(W)   ADJUSTED
 QK0924* NAD 83(1994) ELLIP HT-   197.621 (meters)        (02/03/97)   ADJUSTED
 QK0924* NAVD 88 ORTHO HEIGHT -   233.0   (meters)      764.    (feet) GPS OBS
 QK0924  ______________________________________________________________________
 QK0924  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0924  GEOID HEIGHT    -        -35.000 (meters)                     GEOID93
 QK0924  GEOID HEIGHT    -        -35.426 (meters)                     GEOID18
 QK0924  NAD 83(1994) X  -    341,065.340 (meters)                     COMP
 QK0924  NAD 83(1994) Y  - -4,497,602.587 (meters)                     COMP
 QK0924  NAD 83(1994) Z  -  4,494,691.223 (meters)                     COMP
 QK0924  LAPLACE CORR    -          7.13  (seconds)                    DEFLEC18
 QK0924  HORZ ORDER      -  FIRST
 QK0924  ELLP ORDER      -  FOURTH    CLASS I
 QK0924
 QK0924.The horizontal coordinates were established by GPS observations
 QK0924.and adjusted by the National Geodetic Survey in February 1997.
 QK0924
 QK0924.The orthometric height was determined by GPS observations and a
 QK0924.high-resolution geoid model.
 QK0924
 QK0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0924.GEOID18 height accuracy estimate available here.
 QK0924
 QK0924.Click photographs - Photos may exist for this station.
 QK0924
 QK0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0924
 QK0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0924
 QK0924.The ellipsoidal height was determined by GPS observations
 QK0924.and is referenced to NAD 83.
 QK0924
 QK0924. The following values were computed from the NAD 83(1994) position.
 QK0924
 QK0924;                    North         East     Units Scale Factor Converg.
 QK0924;SPC MI C     -   198,061.447 5,897,932.373   MT  0.99991605   -0 54 57.7
 QK0924;SPC MI C     -   649,807.90 19,350,171.83   iFT  0.99991605   -0 54 57.7
 QK0924;UTM  16      - 4,994,009.781   605,175.776   MT  0.99973602   +0 56 48.2
 QK0924
 QK0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0924!SPC MI C     -   0.99996902  x   0.99991605  =   0.99988507
 QK0924!UTM  16      -   0.99996902  x   0.99973602  =   0.99970505
 QK0924
 QK0924:                Primary Azimuth Mark                     Grid Az
 QK0924:SPC MI C     -  45205                                    027 39 58.7
 QK0924:UTM  16      -  45205                                    025 48 12.8
 QK0924
 QK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0517594009(NAD 83)
 QK0924
 QK0924|---------------------------------------------------------------------|
 QK0924| PID    Reference Object                     Distance      Geod. Az  |
 QK0924|                                                           dddmmss.s |
 QK0924| QK0925 45205                               APPROX. 0.6 KM 0264501.0 |
 QK0924|---------------------------------------------------------------------|
 QK0924
 QK0924                          SUPERSEDED SURVEY CONTROL
 QK0924
 QK0924  NAD 83(1986)-  45 05 30.23581(N)    085 39 48.25430(W) AD(       ) 1
 QK0924
 QK0924.Superseded values are not recommended for survey control.
 QK0924
 QK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0924.See file dsdata.pdf to determine how the superseded data were derived.
 QK0924
 QK0924_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0924_STAMPING: 45204 1992
 QK0924_MARK LOGO: MIDT
 QK0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0924+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0924
 QK0924  HISTORY     - Date     Condition        Report By
 QK0924  HISTORY     - 1992     MONUMENTED       MIDT
 QK0924  HISTORY     - 20040507 GOOD             USPSQD
 QK0924
 QK0924                          STATION DESCRIPTION
 QK0924
 QK0924'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0924'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0924'IT IS IN THE SOUTHWEST 1/4 OF SECTION 17, T-31-N, R-11-W, LEELANAU
 QK0924'TOWNSHIP. STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 8.0
 QK0924'MILES (12.9 KM) NORTHEAST OF LELAND, ABOUT 3.5 MILES (5.6 KM)
 QK0924'SOUTHWEST OF NORTHPORT, AND ABOUT 8.0 MILES (12.9 KM) NORTH OF SUTTONS
 QK0924'BAY.
 QK0924'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0924'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 7.6 MI (12.2 KM) ALONG
 QK0924'HIGHWAY M-22 TO STATION ON THE RIGHT, AS DESCRIBED.
 QK0924'STATION IS LOCATED 26.0 FT (7.9 M) EASTERLY FROM CENTER OF M-22, 24.0
 QK0924'FT (7.3 M) SOUTHERLY FROM HIGHWAY ARROW SIGN AT CURVE, 15 FT (4.6 M)
 QK0924'WESTERLY FROM TOP OF BANK, 36.0 FT (11.0 M) WESTERLY FROM LIGHT POLE,
 QK0924'AND 2.O FT WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0924
 QK0924                          STATION RECOVERY (2004)
 QK0924
 QK0924'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0925 ***********************************************************************
 QK0925  DESIGNATION -  45205
 QK0925  PID         -  QK0925
 QK0925  STATE/COUNTY-  MI/LEELANAU
 QK0925  COUNTRY     -  US
 QK0925  USGS QUAD   -  GILLS PIER (2017)
 QK0925
 QK0925                         *CURRENT SURVEY CONTROL
 QK0925  ______________________________________________________________________
 QK0925* NAD 83(1994) POSITION- 45 05 46.81280(N) 085 39 36.46821(W)   ADJUSTED
 QK0925* NAD 83(1994) ELLIP HT-   189.959 (meters)        (02/03/97)   ADJUSTED
 QK0925* NAVD 88 ORTHO HEIGHT -   225.3   (meters)      739.    (feet) GPS OBS
 QK0925  ______________________________________________________________________
 QK0925  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0925  GEOID HEIGHT    -        -35.000 (meters)                     GEOID93
 QK0925  GEOID HEIGHT    -        -35.425 (meters)                     GEOID18
 QK0925  NAD 83(1994) X  -    341,294.693 (meters)                     COMP
 QK0925  NAD 83(1994) Y  - -4,497,216.330 (meters)                     COMP
 QK0925  NAD 83(1994) Z  -  4,495,047.000 (meters)                     COMP
 QK0925  LAPLACE CORR    -          7.01  (seconds)                    DEFLEC18
 QK0925  HORZ ORDER      -  FIRST
 QK0925  ELLP ORDER      -  FOURTH    CLASS I
 QK0925
 QK0925.The horizontal coordinates were established by GPS observations
 QK0925.and adjusted by the National Geodetic Survey in February 1997.
 QK0925
 QK0925.The orthometric height was determined by GPS observations and a
 QK0925.high-resolution geoid model.
 QK0925
 QK0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0925.GEOID18 height accuracy estimate available here.
 QK0925
 QK0925.Click photographs - Photos may exist for this station.
 QK0925
 QK0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0925
 QK0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0925
 QK0925.The ellipsoidal height was determined by GPS observations
 QK0925.and is referenced to NAD 83.
 QK0925
 QK0925. The following values were computed from the NAD 83(1994) position.
 QK0925
 QK0925;                    North         East     Units Scale Factor Converg.
 QK0925;SPC MI C     -   198,568.866 5,898,198.393   MT  0.99991626   -0 54 49.4
 QK0925;SPC MI C     -   651,472.66 19,351,044.60   iFT  0.99991626   -0 54 49.4
 QK0925;UTM  16      - 4,994,525.486   605,425.116   MT  0.99973666   +0 56 56.8
 QK0925
 QK0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0925!SPC MI C     -   0.99997022  x   0.99991626  =   0.99988648
 QK0925!UTM  16      -   0.99997022  x   0.99973666  =   0.99970689
 QK0925
 QK0925:                Primary Azimuth Mark                     Grid Az
 QK0925:SPC MI C     -  45204                                    207 39 58.7
 QK0925:UTM  16      -  45204                                    205 48 12.5
 QK0925
 QK0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0542594525(NAD 83)
 QK0925
 QK0925|---------------------------------------------------------------------|
 QK0925| PID    Reference Object                     Distance      Geod. Az  |
 QK0925|                                                           dddmmss.s |
 QK0925| QK0924 45204                               APPROX. 0.6 KM 2064509.3 |
 QK0925|---------------------------------------------------------------------|
 QK0925
 QK0925                          SUPERSEDED SURVEY CONTROL
 QK0925
 QK0925  NAD 83(1986)-  45 05 46.80975(N)    085 39 36.45947(W) AD(       ) 1
 QK0925
 QK0925.Superseded values are not recommended for survey control.
 QK0925
 QK0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0925.See file dsdata.pdf to determine how the superseded data were derived.
 QK0925
 QK0925_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0925_STAMPING: 45205 1992
 QK0925_MARK LOGO: MIDT
 QK0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0925+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0925
 QK0925  HISTORY     - Date     Condition        Report By
 QK0925  HISTORY     - 1992     MONUMENTED       MIDT
 QK0925  HISTORY     - 20040507 GOOD             USPSQD
 QK0925
 QK0925                          STATION DESCRIPTION
 QK0925
 QK0925'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0925'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0925'IT IS IN THE NORTHEAST 1/4 OF SECTION 17, T-31N, R-11-W, LEELANAU
 QK0925'TOWNSHIP. STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 8.0
 QK0925'MI (12.9 KM) NORTHEAST OF LELAND, ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF
 QK0925'NORTHPORT AND ABOUT 8.0 MILES (12.9 KM) NORTH OF SUTTONS BAY.
 QK0925'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0925'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 8.0 MI (12.9 KM) ALONG
 QK0925'HIGHWAY M-22, TO THE STATION ON RIGHT, AS DESCRIBED.
 QK0925'STATION IS LOCATED 25.5 FT (7.8 M) EAST FROM THE CENTER OF M-22, 272
 QK0925'FT (82.9 M) NORTHERLY FROM A TELEPHONE PEDESTAL, 94.7 FT (28.9 M)
 QK0925'NORTHEASTERLY FROM A POWER POLE, AND 2 FT (0.6 M) WEST FROM METAL
 QK0925'WITNESS POST WITH SIGN.
 QK0925
 QK0925                          STATION RECOVERY (2004)
 QK0925
 QK0925'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0305 ***********************************************************************
 NE0305  DESIGNATION -  46 1/2
 NE0305  PID         -  NE0305
 NE0305  STATE/COUNTY-  MI/ST CLAIR
 NE0305  COUNTRY     -  US
 NE0305  USGS QUAD   -  GOODELLS (2017)
 NE0305
 NE0305                         *CURRENT SURVEY CONTROL
 NE0305  ______________________________________________________________________
 NE0305* NAD 83(1986) POSITION- 42 53 50.     (N) 082 38 22.     (W)   SCALED
 NE0305* NAVD 88 ORTHO HEIGHT -   198.951 (meters)      652.73  (feet) ADJUSTED
 NE0305  ______________________________________________________________________
 NE0305  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 NE0305  DYNAMIC HEIGHT  -        198.898 (meters)      652.55  (feet) COMP
 NE0305  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 NE0305
 NE0305  VERT ORDER      -  SECOND    CLASS 0
 NE0305
 NE0305.The horizontal coordinates were scaled from a map and have
 NE0305.an estimated accuracy of +/- 6 seconds.
 NE0305
 NE0305.The orthometric height was determined by differential leveling and
 NE0305.adjusted by the NATIONAL GEODETIC SURVEY
 NE0305.in June 1991.
 NE0305
 NE0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0305.GEOID18 height accuracy estimate available here.
 NE0305
 NE0305.Click photographs - Photos may exist for this station.
 NE0305
 NE0305.The dynamic height is computed by dividing the NAVD 88
 NE0305.geopotential number by the normal gravity value computed on the
 NE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0305.degrees latitude (g = 980.6199 gals.).
 NE0305
 NE0305.The modeled gravity was interpolated from observed gravity values.
 NE0305
 NE0305;                    North         East    Units  Estimated Accuracy
 NE0305;SPC MI S     -   156,650.    4,141,050.      MT  (+/- 180 meters Scaled)
 NE0305
 NE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH661507(NAD 83)
 NE0305
 NE0305                          SUPERSEDED SURVEY CONTROL
 NE0305
 NE0305  NGVD 29 (??/??/92)  199.087  (m)          653.17   (f) ADJ UNCH    2 0
 NE0305
 NE0305.Superseded values are not recommended for survey control.
 NE0305
 NE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0305.See file dsdata.pdf to determine how the superseded data were derived.
 NE0305
 NE0305_MARKER: DD = SURVEY DISK
 NE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0305_STAMPING: BM NO 46 1/2
 NE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0305+STABILITY: SURFACE MOTION
 NE0305
 NE0305  HISTORY     - Date     Condition        Report By
 NE0305  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0305  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0305  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0305  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0305  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0305  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE0305
 NE0305                          STATION DESCRIPTION
 NE0305
 NE0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0305'1.4 MI NE FROM COLUMBUS.
 NE0305'1.4 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0305'THE STATION AT COLUMBUS, ST. CLAIR COUNTY, 1/2 MILE NORTH
 NE0305'OF MILEPOST D 46, AT A DIRT-ROAD CROSSING, 84 YARDS NORTHWEST
 NE0305'OF THE CROSSING OF THE CENTERLINE OF THE ROAD AND THE WEST RAIL,
 NE0305'53 FEET WEST OF THE WEST RAIL, 1.9 FEET EAST OF THE RIGHT-OF-WAY
 NE0305'FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 NE0305'1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 46 1/2 AND SET IN THE
 NE0305'TOP OF A CONCRETE POST.
 NE0305
 NE0305                          STATION RECOVERY (1952)
 NE0305
 NE0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1977)
 NE0305
 NE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1988)
 NE0305
 NE0305'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1999)
 NE0305
 NE0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0299 ***********************************************************************
 OK0299  DESIGNATION -  46 1/2
 OK0299  PID         -  OK0299
 OK0299  STATE/COUNTY-  MI/KENT
 OK0299  COUNTRY     -  US
 OK0299  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0299
 OK0299                         *CURRENT SURVEY CONTROL
 OK0299  ______________________________________________________________________
 OK0299* NAD 83(1986) POSITION- 43 11 49.     (N) 085 22 05.     (W)   SCALED
 OK0299* NAVD 88 ORTHO HEIGHT -   261.862 (meters)      859.13  (feet) ADJUSTED
 OK0299  ______________________________________________________________________
 OK0299  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 OK0299  DYNAMIC HEIGHT  -        261.804 (meters)      858.94  (feet) COMP
 OK0299  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 OK0299
 OK0299  VERT ORDER      -  SECOND    CLASS 0
 OK0299
 OK0299.The horizontal coordinates were scaled from a map and have
 OK0299.an estimated accuracy of +/- 6 seconds.
 OK0299
 OK0299.The orthometric height was determined by differential leveling and
 OK0299.adjusted by the NATIONAL GEODETIC SURVEY
 OK0299.in June 1991.
 OK0299
 OK0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0299.GEOID18 height accuracy estimate available here.
 OK0299
 OK0299.Click photographs - Photos may exist for this station.
 OK0299
 OK0299.The dynamic height is computed by dividing the NAVD 88
 OK0299.geopotential number by the normal gravity value computed on the
 OK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0299.degrees latitude (g = 980.6199 gals.).
 OK0299
 OK0299.The modeled gravity was interpolated from observed gravity values.
 OK0299
 OK0299;                    North         East    Units  Estimated Accuracy
 OK0299;SPC MI S     -   188,980.    3,918,620.      MT  (+/- 180 meters Scaled)
 OK0299
 OK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN325839(NAD 83)
 OK0299
 OK0299                          SUPERSEDED SURVEY CONTROL
 OK0299
 OK0299  NGVD 29 (??/??/92)  261.991  (m)          859.55   (f) ADJ UNCH    2 0
 OK0299
 OK0299.Superseded values are not recommended for survey control.
 OK0299
 OK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0299.See file dsdata.pdf to determine how the superseded data were derived.
 OK0299
 OK0299_MARKER: B = BOLT
 OK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0299_STAMPING: 46-1/2
 OK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0299+STABILITY: SURFACE MOTION
 OK0299
 OK0299  HISTORY     - Date     Condition        Report By
 OK0299  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0299  HISTORY     - 1934     GOOD             CGS
 OK0299  HISTORY     - 1969     POOR             USGS
 OK0299
 OK0299                          STATION DESCRIPTION
 OK0299
 OK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0299'2.5 MI E FROM HARVARD.
 OK0299'2.5 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0299'AT HARVARD, 240 YARDS EAST OF A LANE CROSSING, 39 FEET NORTH
 OK0299'OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE LINE, AND ABOUT 1/2
 OK0299'FOOT HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 46-1/2
 OK0299'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0299'GROUND.  NOTE-- POST IS LOOSE AND LEANS ABOUT 10 DEG. TO THE
 OK0299'VERTICAL.
 OK0299
 OK0299                          STATION RECOVERY (1969)
 OK0299
 OK0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0299'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0634 ***********************************************************************
 NE0634  DESIGNATION -  46 250 C OF D
 NE0634  PID         -  NE0634
 NE0634  STATE/COUNTY-  MI/WAYNE
 NE0634  COUNTRY     -  US
 NE0634  USGS QUAD   -  DETROIT (2017)
 NE0634
 NE0634                         *CURRENT SURVEY CONTROL
 NE0634  ______________________________________________________________________
 NE0634* NAD 83(1986) POSITION- 42 20 38.     (N) 083 00 36.     (W)   SCALED
 NE0634* NAVD 88 ORTHO HEIGHT -   182.091 (meters)      597.41  (feet) ADJUSTED
 NE0634  ______________________________________________________________________
 NE0634  GEOID HEIGHT    -        -34.563 (meters)                     GEOID18
 NE0634  DYNAMIC HEIGHT  -        182.038 (meters)      597.24  (feet) COMP
 NE0634  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NE0634
 NE0634  VERT ORDER      -  FIRST     CLASS 0
 NE0634
 NE0634.The horizontal coordinates were scaled from a map and have
 NE0634.an estimated accuracy of +/- 6 seconds.
 NE0634
 NE0634.The orthometric height was determined by differential leveling and
 NE0634.adjusted by the NATIONAL GEODETIC SURVEY
 NE0634.in June 1991.
 NE0634
 NE0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0634.GEOID18 height accuracy estimate available here.
 NE0634
 NE0634.Click photographs - Photos may exist for this station.
 NE0634
 NE0634.The dynamic height is computed by dividing the NAVD 88
 NE0634.geopotential number by the normal gravity value computed on the
 NE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0634.degrees latitude (g = 980.6199 gals.).
 NE0634
 NE0634.The modeled gravity was interpolated from observed gravity values.
 NE0634
 NE0634;                    North         East    Units  Estimated Accuracy
 NE0634;SPC MI S     -    94,640.    4,111,780.      MT  (+/- 180 meters Scaled)
 NE0634
 NE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG344899(NAD 83)
 NE0634
 NE0634                          SUPERSEDED SURVEY CONTROL
 NE0634
 NE0634  NGVD 29 (11/26/84)  182.260  (m)          597.96   (f) ADJUSTED    1 0
 NE0634
 NE0634.Superseded values are not recommended for survey control.
 NE0634
 NE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0634.See file dsdata.pdf to determine how the superseded data were derived.
 NE0634
 NE0634_MARKER: DD = SURVEY DISK
 NE0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0634_SP_SET: CONCRETE MONUMENT
 NE0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0634+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0634
 NE0634  HISTORY     - Date     Condition        Report By
 NE0634  HISTORY     - UNK      MONUMENTED       MI1260
 NE0634  HISTORY     - 1970     GOOD             USLS
 NE0634  HISTORY     - 1980     GOOD             NGS
 NE0634  HISTORY     - 20031031 GOOD             INDIV
 NE0634
 NE0634                          STATION DESCRIPTION
 NE0634
 NE0634'DESCRIBED BY US LAKE SURVEY 1970
 NE0634'IN DETROIT.
 NE0634'BM CITY 46 250, A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0634'THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0634'NORTHEAST CORNER OF MT. ELLIOTT AND EAST JEFFERSON AVENUES, IN
 NE0634'THE SIDEWALK, 7 FEET SOUTH OF NORTH PROPERTY LINE OF EAST
 NE0634'JEFFERSON AVENUE, 3 FEET WEST OF THE EAST PROPERTY LINE OF MT.
 NE0634'ELLIOTT AVENUE, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0634'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0634'INTO THE CONCRETE MONUMENT.
 NE0634
 NE0634                          STATION RECOVERY (1980)
 NE0634
 NE0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0634'RECOVERED IN GOOD CONDITION.
 NE0634
 NE0634                          STATION RECOVERY (2003)
 NE0634
 NE0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0634'MONUMENT IN MONUMENT BOX IN SIDEWALK AT NORTHEAST CORNER OF BEWICK AND
 NE0634'HARPER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6825 ***********************************************************************
 AA6825  DESIGNATION -  46 251A
 AA6825  PID         -  AA6825
 AA6825  STATE/COUNTY-  MI/WAYNE
 AA6825  COUNTRY     -  US
 AA6825  USGS QUAD   -  DETROIT (2017)
 AA6825
 AA6825                         *CURRENT SURVEY CONTROL
 AA6825  ______________________________________________________________________
 AA6825* NAD 83(2011) POSITION- 42 20 53.11130(N) 083 00 34.37446(W)   ADJUSTED
 AA6825* NAD 83(2011) ELLIP HT-   146.468 (meters)        (06/27/12)   ADJUSTED
 AA6825* NAD 83(2011) EPOCH   -  2010.00
 AA6825* NAVD 88 ORTHO HEIGHT -   180.9   (meters)      594.    (feet) GPS OBS
 AA6825  ______________________________________________________________________
 AA6825  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6825  GEOID HEIGHT    -         -34.49 (meters)                     GEOID93
 AA6825  GEOID HEIGHT    -        -34.558 (meters)                     GEOID18
 AA6825  NAD 83(2011) X  -    574,582.352 (meters)                     COMP
 AA6825  NAD 83(2011) Y  - -4,686,053.734 (meters)                     COMP
 AA6825  NAD 83(2011) Z  -  4,274,356.899 (meters)                     COMP
 AA6825  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 AA6825
 AA6825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6825  Standards:
 AA6825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6825  -------------------------------------------------------------------
 AA6825  NETWORK    1.44   1.53           0.66   0.49   0.78     -0.01569364
 AA6825  -------------------------------------------------------------------
 AA6825  Click here for local accuracies and other accuracy information.
 AA6825
 AA6825.The horizontal coordinates were established by GPS observations
 AA6825.and adjusted by the National Geodetic Survey in June 2012.
 AA6825
 AA6825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6825.been affixed to the stable North American tectonic plate. See 
 AA6825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6825
 AA6825.The horizontal coordinates are valid at the epoch date displayed above
 AA6825.which is a decimal equivalence of Year/Month/Day.
 AA6825
 AA6825.The orthometric height was determined by GPS observations and a
 AA6825.high-resolution geoid model.
 AA6825
 AA6825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6825.GEOID18 height accuracy estimate available here.
 AA6825
 AA6825.Click photographs - Photos may exist for this station.
 AA6825
 AA6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6825
 AA6825.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6825
 AA6825.The ellipsoidal height was determined by GPS observations
 AA6825.and is referenced to NAD 83.
 AA6825
 AA6825. The following values were computed from the NAD 83(2011) position.
 AA6825
 AA6825;                    North         East     Units Scale Factor Converg.
 AA6825;SPC MI S     -    95,104.890 4,111,813.040   MT  0.99995050   +0 55 24.8
 AA6825;SPC MI S     -   312,023.92 13,490,200.26   iFT  0.99995050   +0 55 24.8
 AA6825;UTM  17      - 4,690,380.784   334,480.865   MT  0.99993709   -1 21 14.4
 AA6825
 AA6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6825!SPC MI S     -   0.99997703  x   0.99995050  =   0.99992753
 AA6825!UTM  17      -   0.99997703  x   0.99993709  =   0.99991412
 AA6825
 AA6825:                Primary Azimuth Mark                     Grid Az
 AA6825:SPC MI S     -  46 252                                   059 00 33.0
 AA6825:UTM  17      -  46 252                                   061 17 12.2
 AA6825
 AA6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3448090380(NAD 83)
 AA6825
 AA6825|---------------------------------------------------------------------|
 AA6825| PID    Reference Object                     Distance      Geod. Az  |
 AA6825|                                                           dddmmss.s |
 AA6825| AA6833 46 252                              APPROX. 0.5 KM 0595557.8 |
 AA6825|---------------------------------------------------------------------|
 AA6825
 AA6825                          SUPERSEDED SURVEY CONTROL
 AA6825
 AA6825  NAD 83(2007)-  42 20 53.11149(N)    083 00 34.37533(W) AD(2002.00) 0
 AA6825  ELLIP H (02/10/07)  146.457  (m)                       GP(2002.00)    
 AA6825  ELLIP H (07/12/02)  146.497  (m)                       GP(       ) 4 1
 AA6825  NAD 83(1994)-  42 20 53.11164(N)    083 00 34.37501(W) AD(       ) 1
 AA6825  ELLIP H (02/03/97)  146.532  (m)                       GP(       ) 4 1
 AA6825  NAD 83(1986)-  42 20 53.11620(N)    083 00 34.40621(W) AD(       ) 1
 AA6825
 AA6825.Superseded values are not recommended for survey control.
 AA6825
 AA6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6825.See file dsdata.pdf to determine how the superseded data were derived.
 AA6825
 AA6825_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6825_STAMPING: 46-251A
 AA6825_MARK LOGO: MI-163
 AA6825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6825+STABILITY: SURFACE MOTION
 AA6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6825+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6825
 AA6825  HISTORY     - Date     Condition        Report By
 AA6825  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6825
 AA6825                          STATION DESCRIPTION
 AA6825
 AA6825'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6825'STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6825'LAFAYETTE STREET AT BEAUFAIT STREET. TO REACH FROM M-3 (GRATIOT) AND
 AA6825'GRAND BOULEVARD EAST PROCEED SOUTHEASTERLY 1.7 MILESON GRAND BOULEVARD
 AA6825'EAST TO LAFAYETTE STREET, THENCE GO 0.3 MILESWESTERLY ON LAFAYETTE TO
 AA6825'BEAUFAIT STREET AND THE STATION AT THE NORTHEAST QUADRANT. THE STATION
 AA6825'IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6825'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH WITH
 AA6825'THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE OF A
 AA6825'SIDEWALK.  CENTERLINE OF LAFAYETTE IS S 0 W, 22.4 FEET, CENTERLINE OF
 AA6825'BEAUFAIT STREET IS N 90 W, 31 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6833 ***********************************************************************
 AA6833  DESIGNATION -  46 252
 AA6833  PID         -  AA6833
 AA6833  STATE/COUNTY-  MI/WAYNE
 AA6833  COUNTRY     -  US
 AA6833  USGS QUAD   -  DETROIT (2017)
 AA6833
 AA6833                         *CURRENT SURVEY CONTROL
 AA6833  ______________________________________________________________________
 AA6833* NAD 83(2011) POSITION- 42 21 01.89043(N) 083 00 13.92894(W)   ADJUSTED
 AA6833* NAD 83(2011) ELLIP HT-   147.248 (meters)        (06/27/12)   ADJUSTED
 AA6833* NAD 83(2011) EPOCH   -  2010.00
 AA6833* NAVD 88 ORTHO HEIGHT -   181.7   (meters)      596.    (feet) GPS OBS
 AA6833  ______________________________________________________________________
 AA6833  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6833  GEOID HEIGHT    -         -34.49 (meters)                     GEOID93
 AA6833  GEOID HEIGHT    -        -34.561 (meters)                     GEOID18
 AA6833  NAD 83(2011) X  -    575,024.687 (meters)                     COMP
 AA6833  NAD 83(2011) Y  - -4,685,816.202 (meters)                     COMP
 AA6833  NAD 83(2011) Z  -  4,274,557.628 (meters)                     COMP
 AA6833  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 AA6833
 AA6833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6833  Standards:
 AA6833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6833  -------------------------------------------------------------------
 AA6833  NETWORK    1.04   1.16           0.48   0.35   0.59     -0.07538013
 AA6833  -------------------------------------------------------------------
 AA6833  Click here for local accuracies and other accuracy information.
 AA6833
 AA6833.The horizontal coordinates were established by GPS observations
 AA6833.and adjusted by the National Geodetic Survey in June 2012.
 AA6833
 AA6833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6833.been affixed to the stable North American tectonic plate. See 
 AA6833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6833
 AA6833.The horizontal coordinates are valid at the epoch date displayed above
 AA6833.which is a decimal equivalence of Year/Month/Day.
 AA6833
 AA6833.The orthometric height was determined by GPS observations and a
 AA6833.high-resolution geoid model.
 AA6833
 AA6833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6833.GEOID18 height accuracy estimate available here.
 AA6833
 AA6833.Click photographs - Photos may exist for this station.
 AA6833
 AA6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6833
 AA6833.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6833
 AA6833.The ellipsoidal height was determined by GPS observations
 AA6833.and is referenced to NAD 83.
 AA6833
 AA6833. The following values were computed from the NAD 83(2011) position.
 AA6833
 AA6833;                    North         East     Units Scale Factor Converg.
 AA6833;SPC MI S     -    95,383.284 4,112,276.533   MT  0.99995010   +0 55 38.7
 AA6833;SPC MI S     -   312,937.28 13,491,720.91   iFT  0.99995010   +0 55 38.7
 AA6833;UTM  17      - 4,690,640.535   334,955.049   MT  0.99993516   -1 21 00.9
 AA6833
 AA6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6833!SPC MI S     -   0.99997691  x   0.99995010  =   0.99992701
 AA6833!UTM  17      -   0.99997691  x   0.99993516  =   0.99991207
 AA6833
 AA6833:                Primary Azimuth Mark                     Grid Az
 AA6833:SPC MI S     -  46 251A                                  239 00 32.9
 AA6833:UTM  17      -  46 251A                                  241 17 12.5
 AA6833
 AA6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3495590640(NAD 83)
 AA6833
 AA6833|---------------------------------------------------------------------|
 AA6833| PID    Reference Object                     Distance      Geod. Az  |
 AA6833|                                                           dddmmss.s |
 AA6833| AA6825 46 251A                             APPROX. 0.5 KM 2395611.6 |
 AA6833|---------------------------------------------------------------------|
 AA6833
 AA6833                          SUPERSEDED SURVEY CONTROL
 AA6833
 AA6833  NAD 83(2007)-  42 21 01.89063(N)    083 00 13.92977(W) AD(2002.00) 0
 AA6833  ELLIP H (02/10/07)  147.237  (m)                       GP(2002.00)    
 AA6833  ELLIP H (07/12/02)  147.279  (m)                       GP(       ) 4 1
 AA6833  NAD 83(1994)-  42 21 01.89077(N)    083 00 13.92943(W) AD(       ) 1
 AA6833  ELLIP H (02/03/97)  147.313  (m)                       GP(       ) 4 1
 AA6833  NAD 83(1986)-  42 21 01.89542(N)    083 00 13.96048(W) AD(       ) 1
 AA6833
 AA6833.Superseded values are not recommended for survey control.
 AA6833
 AA6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6833.See file dsdata.pdf to determine how the superseded data were derived.
 AA6833
 AA6833_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6833_STAMPING: 46-252 1960
 AA6833_MARK LOGO: MI-163
 AA6833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6833+STABILITY: SURFACE MOTION
 AA6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6833+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 AA6833
 AA6833  HISTORY     - Date     Condition        Report By
 AA6833  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6833  HISTORY     - 20011212 GOOD             INDIV
 AA6833  HISTORY     - 20031125 GOOD             INDIV
 AA6833
 AA6833                          STATION DESCRIPTION
 AA6833
 AA6833'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6833'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6833'GRAND BOULEVARD EAST AT LAFAYETTE STREET. TO REACH FROM M-3 (GRATIOT)
 AA6833'AND  GRAND BOULEVARD EAST PROCEED SOUTHEASTERLY 1.7 MILESON GRAND
 AA6833'BOULEVARD EAST TO LAFAYETTE STREET AND THE STATION AT THE NORTHEAST
 AA6833'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6833'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6833'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6833'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF GRAND
 AA6833'BOULEVARD EAST IS N 90 W, 55.1 FEET,  CENTERLINE OF LAFAYETTE STREET
 AA6833'IS S 0 W, 22.7 FEET.
 AA6833
 AA6833                          STATION RECOVERY (2001)
 AA6833
 AA6833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6833'RECOVERED IN GOOD CONDITION.
 AA6833
 AA6833                          STATION RECOVERY (2003)
 AA6833
 AA6833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0102 ***********************************************************************
 NE0102  DESIGNATION -  46 253 A
 NE0102  PID         -  NE0102
 NE0102  STATE/COUNTY-  MI/WAYNE
 NE0102  COUNTRY     -  US
 NE0102  USGS QUAD   -  BELLE ISLE (2017)
 NE0102
 NE0102                         *CURRENT SURVEY CONTROL
 NE0102  ______________________________________________________________________
 NE0102* NAD 83(1986) POSITION- 42 20 55.     (N) 082 59 57.     (W)   SCALED
 NE0102* NAVD 88 ORTHO HEIGHT -   181.835 (meters)      596.57  (feet) ADJUSTED
 NE0102  ______________________________________________________________________
 NE0102  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 NE0102  DYNAMIC HEIGHT  -        181.782 (meters)      596.40  (feet) COMP
 NE0102  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 NE0102
 NE0102  VERT ORDER      -  FIRST     CLASS 0
 NE0102
 NE0102.The horizontal coordinates were scaled from a map and have
 NE0102.an estimated accuracy of +/- 6 seconds.
 NE0102
 NE0102.The orthometric height was determined by differential leveling and
 NE0102.adjusted by the NATIONAL GEODETIC SURVEY
 NE0102.in June 1991.
 NE0102
 NE0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0102.GEOID18 height accuracy estimate available here.
 NE0102
 NE0102.Click photographs - Photos may exist for this station.
 NE0102
 NE0102.The dynamic height is computed by dividing the NAVD 88
 NE0102.geopotential number by the normal gravity value computed on the
 NE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0102.degrees latitude (g = 980.6199 gals.).
 NE0102
 NE0102.The modeled gravity was interpolated from observed gravity values.
 NE0102
 NE0102;                    North         East    Units  Estimated Accuracy
 NE0102;SPC MI S     -    95,180.    4,112,670.      MT  (+/- 180 meters Scaled)
 NE0102
 NE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG353904(NAD 83)
 NE0102
 NE0102                          SUPERSEDED SURVEY CONTROL
 NE0102
 NE0102  NGVD 29 (11/26/84)  182.002  (m)          597.12   (f) ADJUSTED    1 0
 NE0102
 NE0102.Superseded values are not recommended for survey control.
 NE0102
 NE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0102.See file dsdata.pdf to determine how the superseded data were derived.
 NE0102
 NE0102_MARKER: DD = SURVEY DISK
 NE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0102_MARK LOGO: MI1260
 NE0102_PROJECTION: PROJECTING 0 CENTIMETERS
 NE0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0102+STABILITY: SURFACE MOTION
 NE0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0102+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0102
 NE0102  HISTORY     - Date     Condition        Report By
 NE0102  HISTORY     - UNK      MONUMENTED       MI1260
 NE0102  HISTORY     - 1970     GOOD             USLS
 NE0102  HISTORY     - 1980     GOOD             NGS
 NE0102  HISTORY     - 19931030 GOOD             LOCENG
 NE0102  HISTORY     - 20020206 GOOD             USPSQD
 NE0102  HISTORY     - 20031031 GOOD             INDIV
 NE0102
 NE0102                          STATION DESCRIPTION
 NE0102
 NE0102'DESCRIBED BY US LAKE SURVEY 1970
 NE0102'IN DETROIT.
 NE0102'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0102'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0102'NORTHEAST CORNER OF SHERIDAN STREET AND JEFFERSON AVENUE, IN
 NE0102'THE SIDEWALK, 7 FEET SOUTH OF THE NORTH PROPERTY LINE OF JEFFERSON
 NE0102'AVENUE, 7 FEET WEST OF THE EAST PROPERTY LINE OF SHERIDAN
 NE0102'STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0102'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO A
 NE0102'CONCRETE MONUMENT.
 NE0102
 NE0102                          STATION RECOVERY (1980)
 NE0102
 NE0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0102'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVENUE AND SHERIDAN
 NE0102'STREET, 2.3 METERS (7.5 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0102'SHERIDAN STREET, 2.4 METERS (7.7 FEET NORTHWEST OF THE NORTHWEST
 NE0102'CURB OF EAST JEFFERSON AVENUE AND ACCESS IS HAD THRU A 8-INCH
 NE0102'COVER.
 NE0102'THE MARK IS 0.14 M BELOW SIDEWALK..
 NE0102
 NE0102                          STATION RECOVERY (1993)
 NE0102
 NE0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0102'RECOVERED AS DESCRIBED.
 NE0102
 NE0102                          STATION RECOVERY (2002)
 NE0102
 NE0102'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0102'LOCATION DIFFERENT -  7.75 FEET NE OF NE CURB OF SHERIDAN, 7.33 FEET
 NE0102'NW OF THE NW CURB OF JEFFERSON.
 NE0102
 NE0102                          STATION RECOVERY (2003)
 NE0102
 NE0102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0102'CITY OF DETROIT NUMBER 46-254 C OF D AT NORTHEAST CORNER OF JEFFERSON
 NE0102'AND VAN DYKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0636 ***********************************************************************
 NE0636  DESIGNATION -  46 253 C OF D
 NE0636  PID         -  NE0636
 NE0636  STATE/COUNTY-  MI/WAYNE
 NE0636  COUNTRY     -  US
 NE0636  USGS QUAD   -  DETROIT (2017)
 NE0636
 NE0636                         *CURRENT SURVEY CONTROL
 NE0636  ______________________________________________________________________
 NE0636* NAD 83(1986) POSITION- 42 20 50.     (N) 083 00 06.     (W)   SCALED
 NE0636* NAVD 88 ORTHO HEIGHT -   182.006 (meters)      597.13  (feet) ADJUSTED
 NE0636  ______________________________________________________________________
 NE0636  GEOID HEIGHT    -        -34.566 (meters)                     GEOID18
 NE0636  DYNAMIC HEIGHT  -        181.952 (meters)      596.95  (feet) COMP
 NE0636  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 NE0636
 NE0636  VERT ORDER      -  FIRST     CLASS 0
 NE0636
 NE0636.The horizontal coordinates were scaled from a map and have
 NE0636.an estimated accuracy of +/- 6 seconds.
 NE0636
 NE0636.The orthometric height was determined by differential leveling and
 NE0636.adjusted by the NATIONAL GEODETIC SURVEY
 NE0636.in June 1991.
 NE0636
 NE0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0636.GEOID18 height accuracy estimate available here.
 NE0636
 NE0636.Click photographs - Photos may exist for this station.
 NE0636
 NE0636.The dynamic height is computed by dividing the NAVD 88
 NE0636.geopotential number by the normal gravity value computed on the
 NE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0636.degrees latitude (g = 980.6199 gals.).
 NE0636
 NE0636.The modeled gravity was interpolated from observed gravity values.
 NE0636
 NE0636;                    North         East    Units  Estimated Accuracy
 NE0636;SPC MI S     -    95,020.    4,112,460.      MT  (+/- 180 meters Scaled)
 NE0636
 NE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG351902(NAD 83)
 NE0636
 NE0636                          SUPERSEDED SURVEY CONTROL
 NE0636
 NE0636  NGVD 29 (11/26/84)  182.173  (m)          597.68   (f) ADJUSTED    1 0
 NE0636
 NE0636.Superseded values are not recommended for survey control.
 NE0636
 NE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0636.See file dsdata.pdf to determine how the superseded data were derived.
 NE0636
 NE0636_MARKER: DD = SURVEY DISK
 NE0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0636_SP_SET: CONCRETE MONUMENT
 NE0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0636
 NE0636  HISTORY     - Date     Condition        Report By
 NE0636  HISTORY     - UNK      MONUMENTED       MI1260
 NE0636  HISTORY     - 1970     GOOD             USLS
 NE0636  HISTORY     - 1980     GOOD             NGS
 NE0636
 NE0636                          STATION DESCRIPTION
 NE0636
 NE0636'DESCRIBED BY US LAKE SURVEY 1970
 NE0636'IN DETROIT.
 NE0636'BM CITY 46 253, A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0636'THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0636'NORTHEAST CORNER OF EAST GRAND BOULEVARD AND JEFFERSON AVENUE,
 NE0636'IN THE SIDEWALK, 5 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0636'JEFFERSON AVENUE, 18 FEET WEST OF THE EAST PROPERTY LINE OF EAST
 NE0636'GRAND BOULEVARD, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0636'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0636'INTO A CONCRETE MONUMENT.
 NE0636
 NE0636                          STATION RECOVERY (1980)
 NE0636
 NE0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0104 ***********************************************************************
 NE0104  DESIGNATION -  46 254 C OF D
 NE0104  PID         -  NE0104
 NE0104  STATE/COUNTY-  MI/WAYNE
 NE0104  COUNTRY     -  US
 NE0104  USGS QUAD   -  BELLE ISLE (2017)
 NE0104
 NE0104                         *CURRENT SURVEY CONTROL
 NE0104  ______________________________________________________________________
 NE0104* NAD 83(1986) POSITION- 42 21 06.     (N) 082 59 41.     (W)   SCALED
 NE0104* NAVD 88 ORTHO HEIGHT -   180.474 (meters)      592.11  (feet) ADJUSTED
 NE0104  ______________________________________________________________________
 NE0104  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 NE0104  DYNAMIC HEIGHT  -        180.421 (meters)      591.93  (feet) COMP
 NE0104  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NE0104
 NE0104  VERT ORDER      -  FIRST     CLASS 0
 NE0104
 NE0104.The horizontal coordinates were scaled from a map and have
 NE0104.an estimated accuracy of +/- 6 seconds.
 NE0104
 NE0104.The orthometric height was determined by differential leveling and
 NE0104.adjusted by the NATIONAL GEODETIC SURVEY
 NE0104.in June 1991.
 NE0104
 NE0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0104.GEOID18 height accuracy estimate available here.
 NE0104
 NE0104.Click photographs - Photos may exist for this station.
 NE0104
 NE0104.The dynamic height is computed by dividing the NAVD 88
 NE0104.geopotential number by the normal gravity value computed on the
 NE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0104.degrees latitude (g = 980.6199 gals.).
 NE0104
 NE0104.The modeled gravity was interpolated from observed gravity values.
 NE0104
 NE0104;                    North         East    Units  Estimated Accuracy
 NE0104;SPC MI S     -    95,520.    4,113,030.      MT  (+/- 180 meters Scaled)
 NE0104
 NE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG357907(NAD 83)
 NE0104
 NE0104                          SUPERSEDED SURVEY CONTROL
 NE0104
 NE0104  NGVD 29 (11/26/84)  180.640  (m)          592.65   (f) ADJUSTED    1 0
 NE0104
 NE0104.Superseded values are not recommended for survey control.
 NE0104
 NE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0104.See file dsdata.pdf to determine how the superseded data were derived.
 NE0104
 NE0104_MARKER: DD = SURVEY DISK
 NE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0104_PROJECTION: RECESSED 3 CENTIMETERS
 NE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0104+STABILITY: SURFACE MOTION
 NE0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0104+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0104
 NE0104  HISTORY     - Date     Condition        Report By
 NE0104  HISTORY     - UNK      MONUMENTED       MI1260
 NE0104  HISTORY     - 1970     GOOD             USLS
 NE0104  HISTORY     - 1980     GOOD             NGS
 NE0104  HISTORY     - 20020206 GOOD             USPSQD
 NE0104  HISTORY     - 20031031 GOOD             INDIV
 NE0104
 NE0104                          STATION DESCRIPTION
 NE0104
 NE0104'DESCRIBED BY US LAKE SURVEY 1970
 NE0104'IN DETROIT.
 NE0104'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0104'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0104'NORTHEAST CORNER OF VAN DYKE AND JEFFERSON AVENUES, IN THE
 NE0104'SIDEWALK, 4 FEET SOUTH OF NORTH PROPERTY LINE OF EAST JEFFERSON
 NE0104'AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF VAN DYKE AVENUE,
 NE0104'UNDER AN 8-INCH HAND HOLE COVER IN A WELL, BEING HIGHEST POINT
 NE0104'OVER CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0104
 NE0104                          STATION RECOVERY (1980)
 NE0104
 NE0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0104'IN DETROIT, AT THE INTERSECTION OF EAST JEFFERSON AVENUE AND VAN
 NE0104'DYKE STREET, 2.76 METERS (9.05 FEET) NORTHWEST OF THE
 NE0104'NORTHWEST CURB OF EAST JEFFERSON AVENUE, 2.67 METERS (8.75 FEET)
 NE0104'NORTHEAST OF THE NORTHEAST CURB OF VAN DYKE STREET, 2.64 METERS
 NE0104'(8.65 FEET) SOUTH OF THE SOUTH CORNER OF A CONCRETE BASE FOR A SUNOCO
 NE0104'SIGN AND ACCESS IS HAD THRU AN 6-INCH MANHOLE COVER IN THE SIDEWALK,
 NE0104'2.41 METERS (7.9 FEET) SOUTHEAST OF THE TOP OF A FIRE HGDRANT.
 NE0104'THE MARK IS .13 M BELOW SIDEWALK..
 NE0104
 NE0104                          STATION RECOVERY (2002)
 NE0104
 NE0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0104'LOCATION DIFFERENT -  8.50 FEET NW OF NW CURB (JEFFERSON),7.09 FEET NE
 NE0104'OF THE NE CURB OF VAN DYKE, 9.00 FEET SOUTH OF THE SOUTH CORNER OF A
 NE0104'CONCRETE BASE FOR A SUNOCO SIGN.
 NE0104
 NE0104                          STATION RECOVERY (2003)
 NE0104
 NE0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0104'CITY OF DETROIT NUMBER 46-254 C OF D AT NORTHEAST CORNER OF JEFFERSON
 NE0104'AND VAN DYKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4017 ***********************************************************************
 DL4017  DESIGNATION -  46600
 DL4017  PID         -  DL4017
 DL4017  STATE/COUNTY-  MI/LENAWEE
 DL4017  COUNTRY     -  US
 DL4017  USGS QUAD   -  CEMENT CITY (2017)
 DL4017
 DL4017                         *CURRENT SURVEY CONTROL
 DL4017  ______________________________________________________________________
 DL4017* NAD 83(1986) POSITION- 42 03 16.60   (N) 084 21 32.09   (W)   HD_HELD1
 DL4017* NAVD 88 ORTHO HEIGHT -   319.288 (meters)     1047.53  (feet) ADJUSTED
 DL4017  ______________________________________________________________________
 DL4017  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 DL4017  DYNAMIC HEIGHT  -        319.167 (meters)     1047.13  (feet) COMP
 DL4017  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 DL4017
 DL4017  VERT ORDER      -  FIRST     CLASS II
 DL4017
 DL4017.The horizontal coordinates were determined by differentially corrected
 DL4017.hand held GPS observations or other comparable positioning techniques
 DL4017.and have an estimated accuracy of +/- 3 meters.
 DL4017
 DL4017.The orthometric height was determined by differential leveling and
 DL4017.adjusted by the NATIONAL GEODETIC SURVEY
 DL4017.in September 2009.
 DL4017
 DL4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4017.GEOID18 height accuracy estimate available here.
 DL4017
 DL4017.Click photographs - Photos may exist for this station.
 DL4017
 DL4017.The dynamic height is computed by dividing the NAVD 88
 DL4017.geopotential number by the normal gravity value computed on the
 DL4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4017.degrees latitude (g = 980.6199 gals.).
 DL4017
 DL4017.The modeled gravity was interpolated from observed gravity values.
 DL4017
 DL4017;                    North         East    Units  Estimated Accuracy
 DL4017;SPC MI S     -    61,606.0   4,000,641.8     MT  (+/- 3 meters HH1 GPS) 
 DL4017
 DL4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1854959214(NAD 83)
 DL4017
 DL4017                          SUPERSEDED SURVEY CONTROL
 DL4017
 DL4017.No superseded survey control is available for this station.
 DL4017
 DL4017_MARKER: DD = SURVEY DISK
 DL4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4017_STAMPING: 46600 2008
 DL4017_MARK LOGO: MIDT
 DL4017_PROJECTION: FLUSH
 DL4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4017+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 DL4017
 DL4017  HISTORY     - Date     Condition        Report By
 DL4017  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4017  HISTORY     - 20210414 GOOD             MCA
 DL4017
 DL4017                          STATION DESCRIPTION
 DL4017
 DL4017'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4017'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST OF SOMERSET CENTER,
 DL4017'1.8 MI (2.9 KM) SOUTHWEST OF CEMENT CITY AND 1.0 MI (1.6 KM)
 DL4017'EAST-NORTHEAST OF SOMERSET.
 DL4017'
 DL4017'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH US
 DL4017'HIGHWAY 12 ABOUT 1 MI (1.6 KM) EAST OF SOMERSET, MICHIGAN, GO NORTH
 DL4017'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DL4017'
 DL4017'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4017'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4017'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4017'
 DL4017'THE STATION IS 0.8 MI (1.3 KM) SOUTH OF LEWIS ROAD, 120 FT (36.6 M)
 DL4017'SOUTHEAST OF A METAL POST FOR A 'PASS WITH CARE' SIGN, 26 FT (7.9 M)
 DL4017'EAST OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, AND 3.3 FT (1.0 M)
 DL4017'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4017
 DL4017                          STATION RECOVERY (2021)
 DL4017
 DL4017'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 DL4017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4018 ***********************************************************************
 DL4018  DESIGNATION -  46601
 DL4018  PID         -  DL4018
 DL4018  STATE/COUNTY-  MI/LENAWEE
 DL4018  COUNTRY     -  US
 DL4018  USGS QUAD   -  CEMENT CITY (2017)
 DL4018
 DL4018                         *CURRENT SURVEY CONTROL
 DL4018  ______________________________________________________________________
 DL4018* NAD 83(1986) POSITION- 42 02 16.68   (N) 084 20 59.60   (W)   HD_HELD1
 DL4018* NAVD 88 ORTHO HEIGHT -   340.782 (meters)     1118.05  (feet) ADJUSTED
 DL4018  ______________________________________________________________________
 DL4018  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 DL4018  DYNAMIC HEIGHT  -        340.653 (meters)     1117.63  (feet) COMP
 DL4018  MODELED GRAVITY -    980,233.7   (mgal)                       NAVD 88
 DL4018
 DL4018  VERT ORDER      -  FIRST     CLASS II
 DL4018
 DL4018.The horizontal coordinates were determined by differentially corrected
 DL4018.hand held GPS observations or other comparable positioning techniques
 DL4018.and have an estimated accuracy of +/- 3 meters.
 DL4018
 DL4018.The orthometric height was determined by differential leveling and
 DL4018.adjusted by the NATIONAL GEODETIC SURVEY
 DL4018.in September 2009.
 DL4018
 DL4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4018.GEOID18 height accuracy estimate available here.
 DL4018
 DL4018.Click photographs - Photos may exist for this station.
 DL4018
 DL4018.The dynamic height is computed by dividing the NAVD 88
 DL4018.geopotential number by the normal gravity value computed on the
 DL4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4018.degrees latitude (g = 980.6199 gals.).
 DL4018
 DL4018.The modeled gravity was interpolated from observed gravity values.
 DL4018
 DL4018;                    North         East    Units  Estimated Accuracy
 DL4018;SPC MI S     -    59,757.3   4,001,389.2     MT  (+/- 3 meters HH1 GPS) 
 DL4018
 DL4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1935357389(NAD 83)
 DL4018
 DL4018                          SUPERSEDED SURVEY CONTROL
 DL4018
 DL4018.No superseded survey control is available for this station.
 DL4018
 DL4018_MARKER: DD = SURVEY DISK
 DL4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4018_STAMPING: 46601 2008
 DL4018_MARK LOGO: MIDT
 DL4018_PROJECTION: FLUSH
 DL4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4018+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 DL4018
 DL4018  HISTORY     - Date     Condition        Report By
 DL4018  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4018  HISTORY     - 20210414 GOOD             MCA
 DL4018
 DL4018                          STATION DESCRIPTION
 DL4018
 DL4018'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4018'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST-SOUTHEAST OF
 DL4018'SOMERSET CENTER, 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF CEMENT CITY AND
 DL4018'1.6 MI (2.6 KM) EAST-SOUTHEAST OF SOMERSET.
 DL4018'
 DL4018'TO REACH FROM THE INTERSECTION OF HIGHWAY 12 WITH HIGHWAY 127, 13 MI
 DL4018'(20.9 KM) SOUTH OF JACKSON, GO SOUTH ON HIGHWAY 127 FOR 0.8 MI (1.3
 DL4018'KM) TO THE JUNCTION OF HIGHWAY 127 WITH HIGHWAY 223.
 DL4018'
 DL4018'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4018'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4018'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4018'
 DL4018'THE STATION IS 59 FT (18.0 M) SOUTHWEST OF THE EDGE OF CURB OF US
 DL4018'HIGHWAY 223, 29 FT (8.8 M) SOUTHEAST OF THE EDGE OF CURB OF US HIGHWAY
 DL4018'127, 33 FT (10.1 M) SOUTH OF THE SOUTHERN MOST METAL POST FOR A 'STOP'
 DL4018'SIGN, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4018
 DL4018                          STATION RECOVERY (2021)
 DL4018
 DL4018'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 DL4018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4019 ***********************************************************************
 DL4019  DESIGNATION -  46602
 DL4019  PID         -  DL4019
 DL4019  STATE/COUNTY-  MI/LENAWEE
 DL4019  COUNTRY     -  US
 DL4019  USGS QUAD   -  CEMENT CITY (2017)
 DL4019
 DL4019                         *CURRENT SURVEY CONTROL
 DL4019  ______________________________________________________________________
 DL4019* NAD 83(2011) POSITION- 42 01 04.43232(N) 084 20 59.36305(W)   ADJUSTED
 DL4019* NAD 83(2011) ELLIP HT-   302.994 (meters)        (06/27/12)   ADJUSTED
 DL4019* NAD 83(2011) EPOCH   -  2010.00
 DL4019* NAVD 88 ORTHO HEIGHT -   337.323 (meters)     1106.70  (feet) ADJUSTED
 DL4019  ______________________________________________________________________
 DL4019  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 DL4019  NAD 83(2011) X  -    467,254.277 (meters)                     COMP
 DL4019  NAD 83(2011) Y  - -4,722,835.986 (meters)                     COMP
 DL4019  NAD 83(2011) Z  -  4,247,283.797 (meters)                     COMP
 DL4019  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DL4019  DYNAMIC HEIGHT  -        337.195 (meters)     1106.28  (feet) COMP
 DL4019  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 DL4019
 DL4019  VERT ORDER      -  FIRST     CLASS II
 DL4019
 DL4019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4019  Standards:
 DL4019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4019  -------------------------------------------------------------------
 DL4019  NETWORK    0.20   0.33           0.09   0.07   0.17     -0.01201800
 DL4019  -------------------------------------------------------------------
 DL4019  Click here for local accuracies and other accuracy information.
 DL4019
 DL4019.The horizontal coordinates were established by GPS observations
 DL4019.and adjusted by the National Geodetic Survey in June 2012.
 DL4019
 DL4019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4019.been affixed to the stable North American tectonic plate. See 
 DL4019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4019
 DL4019.The horizontal coordinates are valid at the epoch date displayed above
 DL4019.which is a decimal equivalence of Year/Month/Day.
 DL4019
 DL4019.The orthometric height was determined by differential leveling and
 DL4019.adjusted by the NATIONAL GEODETIC SURVEY
 DL4019.in September 2009.
 DL4019
 DL4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4019.GEOID18 height accuracy estimate available here.
 DL4019
 DL4019.Click photographs - Photos may exist for this station.
 DL4019
 DL4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4019
 DL4019.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4019
 DL4019.The ellipsoidal height was determined by GPS observations
 DL4019.and is referenced to NAD 83.
 DL4019
 DL4019.The dynamic height is computed by dividing the NAVD 88
 DL4019.geopotential number by the normal gravity value computed on the
 DL4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4019.degrees latitude (g = 980.6199 gals.).
 DL4019
 DL4019.The modeled gravity was interpolated from observed gravity values.
 DL4019
 DL4019. The following values were computed from the NAD 83(2011) position.
 DL4019
 DL4019;                    North         East     Units Scale Factor Converg.
 DL4019;SPC MI S     -    57,528.171 4,001,395.142   MT  1.00002045   +0 00 41.3
 DL4019;SPC MI S     -   188,740.72 13,127,936.82   iFT  1.00002045   +0 00 41.3
 DL4019;UTM  16      - 4,655,161.538   719,428.102   MT  1.00019250   +1 46 28.7
 DL4019
 DL4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4019!SPC MI S     -   0.99995248  x   1.00002045  =   0.99997293
 DL4019!UTM  16      -   0.99995248  x   1.00019250  =   1.00014497
 DL4019
 DL4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1942855161(NAD 83)
 DL4019
 DL4019                          SUPERSEDED SURVEY CONTROL
 DL4019
 DL4019  NAD 83(2007)-  42 01 04.43249(N)    084 20 59.36381(W) AD(2002.00) B
 DL4019  ELLIP H (10/19/09)  303.001  (m)                       GP(2002.00) 1 1
 DL4019
 DL4019.Superseded values are not recommended for survey control.
 DL4019
 DL4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4019.See file dsdata.pdf to determine how the superseded data were derived.
 DL4019
 DL4019_MARKER: DD = SURVEY DISK
 DL4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4019_STAMPING: 46602 2008
 DL4019_MARK LOGO: MIDT
 DL4019_PROJECTION: FLUSH
 DL4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4019+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 DL4019
 DL4019  HISTORY     - Date     Condition        Report By
 DL4019  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4019  HISTORY     - 20210414 GOOD             MCA
 DL4019
 DL4019                          STATION DESCRIPTION
 DL4019
 DL4019'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4019'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) SOUTH-SOUTHWEST OF CEMENT
 DL4019'CITY, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF SOMERSET AND 2.2 MI (3.5 KM)
 DL4019'NORTH OF ADDISON.
 DL4019'
 DL4019'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH PINE
 DL4019'ROAD ABOUT 2 MI (3.2 KM) NORTH OF ADDISON, MICHIGAN, GO NORTH ON US
 DL4019'HIGHWAY 127 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL4019'
 DL4019'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4019'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4019'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4019'
 DL4019'THE STATION IS 0.2 MI (0.3 KM) SOUTH OF BRIGGS HIGHWAY, 19.5 FT (5.9
 DL4019'M) WEST OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, AND 3.3 FT (1.0 M)
 DL4019'EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4019
 DL4019                          STATION RECOVERY (2021)
 DL4019
 DL4019'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 DL4019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4020 ***********************************************************************
 DL4020  DESIGNATION -  46603
 DL4020  PID         -  DL4020
 DL4020  STATE/COUNTY-  MI/LENAWEE
 DL4020  COUNTRY     -  US
 DL4020  USGS QUAD   -  ADDISON (2017)
 DL4020
 DL4020                         *CURRENT SURVEY CONTROL
 DL4020  ______________________________________________________________________
 DL4020* NAD 83(1986) POSITION- 41 59 33.75   (N) 084 20 58.38   (W)   HD_HELD1
 DL4020* NAVD 88 ORTHO HEIGHT -   327.238 (meters)     1073.61  (feet) ADJUSTED
 DL4020  ______________________________________________________________________
 DL4020  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 DL4020  DYNAMIC HEIGHT  -        327.112 (meters)     1073.20  (feet) COMP
 DL4020  MODELED GRAVITY -    980,231.1   (mgal)                       NAVD 88
 DL4020
 DL4020  VERT ORDER      -  FIRST     CLASS II
 DL4020
 DL4020.The horizontal coordinates were determined by differentially corrected
 DL4020.hand held GPS observations or other comparable positioning techniques
 DL4020.and have an estimated accuracy of +/- 3 meters.
 DL4020
 DL4020.The orthometric height was determined by differential leveling and
 DL4020.adjusted by the NATIONAL GEODETIC SURVEY
 DL4020.in September 2009.
 DL4020
 DL4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4020.GEOID18 height accuracy estimate available here.
 DL4020
 DL4020.Click photographs - Photos may exist for this station.
 DL4020
 DL4020.The dynamic height is computed by dividing the NAVD 88
 DL4020.geopotential number by the normal gravity value computed on the
 DL4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4020.degrees latitude (g = 980.6199 gals.).
 DL4020
 DL4020.The modeled gravity was interpolated from observed gravity values.
 DL4020
 DL4020;                    North         East    Units  Estimated Accuracy
 DL4020;SPC MI S     -    54,730.2   4,001,418.3     MT  (+/- 3 meters HH1 GPS) 
 DL4020
 DL4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1953752365(NAD 83)
 DL4020
 DL4020                          SUPERSEDED SURVEY CONTROL
 DL4020
 DL4020.No superseded survey control is available for this station.
 DL4020
 DL4020_MARKER: DD = SURVEY DISK
 DL4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4020_STAMPING: 46603 2008
 DL4020_MARK LOGO: MIDT
 DL4020_PROJECTION: FLUSH
 DL4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4020+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 DL4020
 DL4020  HISTORY     - Date     Condition        Report By
 DL4020  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4020  HISTORY     - 20210414 GOOD             MCA
 DL4020
 DL4020                          STATION DESCRIPTION
 DL4020
 DL4020'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4020'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF
 DL4020'SOMERSET, 3.0 MI (4.8 KM) EAST-NORTHEAST OF WHEATLAND AND 0.5 MI (0.8
 DL4020'KM) NORTH-NORTHWEST OF ADDISON.
 DL4020'
 DL4020'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH MAIN
 DL4020'STREET IN ADDISON, MICHIGAN, GO NORTH ON US HIGHWAY 127 FOR 0.5 MI
 DL4020'(0.8 KM) TO THE STATION ON THE LEFT.
 DL4020'
 DL4020'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4020'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4020'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4020'
 DL4020'THE STATION IS 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION ROAD, 20.5 FT
 DL4020'(6.2 M) WEST OF THE EDGE OF PAVEMENT OF US HIGHWAY 127, 3.3 FT (1.0 M)
 DL4020'EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4020
 DL4020                          STATION RECOVERY (2021)
 DL4020
 DL4020'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 DL4020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4021 ***********************************************************************
 DL4021  DESIGNATION -  46604
 DL4021  PID         -  DL4021
 DL4021  STATE/COUNTY-  MI/LENAWEE
 DL4021  COUNTRY     -  US
 DL4021  USGS QUAD   -  ADDISON (2017)
 DL4021
 DL4021                         *CURRENT SURVEY CONTROL
 DL4021  ______________________________________________________________________
 DL4021* NAD 83(2011) POSITION- 41 58 57.53641(N) 084 19 29.25466(W)   ADJUSTED
 DL4021* NAD 83(2011) ELLIP HT-   288.749 (meters)        (06/27/12)   ADJUSTED
 DL4021* NAD 83(2011) EPOCH   -  2010.00
 DL4021* NAVD 88 ORTHO HEIGHT -   323.113 (meters)     1060.08  (feet) ADJUSTED
 DL4021  ______________________________________________________________________
 DL4021  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 DL4021  NAD 83(2011) X  -    469,575.475 (meters)                     COMP
 DL4021  NAD 83(2011) Y  - -4,725,227.956 (meters)                     COMP
 DL4021  NAD 83(2011) Z  -  4,244,364.576 (meters)                     COMP
 DL4021  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 DL4021  DYNAMIC HEIGHT  -        322.989 (meters)     1059.67  (feet) COMP
 DL4021  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 DL4021
 DL4021  VERT ORDER      -  FIRST     CLASS II
 DL4021
 DL4021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4021  Standards:
 DL4021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4021  -------------------------------------------------------------------
 DL4021  NETWORK    0.26   0.35           0.12   0.08   0.18     -0.09414079
 DL4021  -------------------------------------------------------------------
 DL4021  Click here for local accuracies and other accuracy information.
 DL4021
 DL4021.The horizontal coordinates were established by GPS observations
 DL4021.and adjusted by the National Geodetic Survey in June 2012.
 DL4021
 DL4021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4021.been affixed to the stable North American tectonic plate. See 
 DL4021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4021
 DL4021.The horizontal coordinates are valid at the epoch date displayed above
 DL4021.which is a decimal equivalence of Year/Month/Day.
 DL4021
 DL4021.The orthometric height was determined by differential leveling and
 DL4021.adjusted by the NATIONAL GEODETIC SURVEY
 DL4021.in September 2009.
 DL4021
 DL4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4021.GEOID18 height accuracy estimate available here.
 DL4021
 DL4021.Click photographs - Photos may exist for this station.
 DL4021
 DL4021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4021
 DL4021.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4021
 DL4021.The ellipsoidal height was determined by GPS observations
 DL4021.and is referenced to NAD 83.
 DL4021
 DL4021.The dynamic height is computed by dividing the NAVD 88
 DL4021.geopotential number by the normal gravity value computed on the
 DL4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4021.degrees latitude (g = 980.6199 gals.).
 DL4021
 DL4021.The modeled gravity was interpolated from observed gravity values.
 DL4021
 DL4021. The following values were computed from the NAD 83(2011) position.
 DL4021
 DL4021;                    North         East     Units Scale Factor Converg.
 DL4021;SPC MI S     -    53,613.589 4,003,470.314   MT  1.00002985   +0 01 42.6
 DL4021;SPC MI S     -   175,897.60 13,134,745.12   iFT  1.00002985   +0 01 42.6
 DL4021;UTM  16      - 4,651,311.963   721,623.067   MT  1.00020442   +1 47 24.7
 DL4021
 DL4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4021!SPC MI S     -   0.99995471  x   1.00002985  =   0.99998456
 DL4021!UTM  16      -   0.99995471  x   1.00020442  =   1.00015912
 DL4021
 DL4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2162351311(NAD 83)
 DL4021
 DL4021                          SUPERSEDED SURVEY CONTROL
 DL4021
 DL4021  NAD 83(2007)-  41 58 57.53659(N)    084 19 29.25544(W) AD(2002.00) B
 DL4021  ELLIP H (10/23/09)  288.758  (m)                       GP(2002.00) 3 1
 DL4021
 DL4021.Superseded values are not recommended for survey control.
 DL4021
 DL4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4021.See file dsdata.pdf to determine how the superseded data were derived.
 DL4021
 DL4021_MARKER: DD = SURVEY DISK
 DL4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4021_STAMPING: 46604 2008
 DL4021_MARK LOGO: MIDT
 DL4021_PROJECTION: FLUSH
 DL4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4021+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 DL4021
 DL4021  HISTORY     - Date     Condition        Report By
 DL4021  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4021  HISTORY     - 20200615 GOOD             MIDT
 DL4021
 DL4021                          STATION DESCRIPTION
 DL4021
 DL4021'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4021'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF
 DL4021'SOMERSET, 4.0 MI (6.4 KM) EAST-NORTHEAST OF WHEATLAND AND 1.2 MI (1.9
 DL4021'KM) EAST-SOUTHEAST OF ADDISON.
 DL4021'
 DL4021'TO REACH THE STATION FROM THE JUNCTION OF ROLLIN HIGHWAY WITH ADDISON
 DL4021'ROAD ABOUT 1 MI (1.6 KM) EAST OF ADDISON, MICHIGAN, GO SOUTH ON ROLLIN
 DL4021'HIGHWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL4021'
 DL4021'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4021'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4021'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4021'
 DL4021'THE STATION IS 0.7 MI (1.1 KM) NORTH OF MANITOU BEACH ROAD, 9 FT (2.7
 DL4021'M) WEST OF THE EDGE OF PAVEMENT OF ROLLIN HIGHWAY, 3.3 FT (1.0 M) EAST
 DL4021'OF AN ORANGE CARSONITE WITNESS POST.
 DL4021
 DL4021                          STATION RECOVERY (2020)
 DL4021
 DL4021'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL4021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4022 ***********************************************************************
 DL4022  DESIGNATION -  46605
 DL4022  PID         -  DL4022
 DL4022  STATE/COUNTY-  MI/LENAWEE
 DL4022  COUNTRY     -  US
 DL4022  USGS QUAD   -  ADDISON (2017)
 DL4022
 DL4022                         *CURRENT SURVEY CONTROL
 DL4022  ______________________________________________________________________
 DL4022* NAD 83(1986) POSITION- 41 57 23.73   (N) 084 19 26.50   (W)   HD_HELD1
 DL4022* NAVD 88 ORTHO HEIGHT -   323.457 (meters)     1061.21  (feet) ADJUSTED
 DL4022  ______________________________________________________________________
 DL4022  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 DL4022  DYNAMIC HEIGHT  -        323.333 (meters)     1060.80  (feet) COMP
 DL4022  MODELED GRAVITY -    980,230.2   (mgal)                       NAVD 88
 DL4022
 DL4022  VERT ORDER      -  FIRST     CLASS II
 DL4022
 DL4022.The horizontal coordinates were determined by differentially corrected
 DL4022.hand held GPS observations or other comparable positioning techniques
 DL4022.and have an estimated accuracy of +/- 3 meters.
 DL4022
 DL4022.The orthometric height was determined by differential leveling and
 DL4022.adjusted by the NATIONAL GEODETIC SURVEY
 DL4022.in September 2009.
 DL4022
 DL4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4022.GEOID18 height accuracy estimate available here.
 DL4022
 DL4022.Click photographs - Photos may exist for this station.
 DL4022
 DL4022.The dynamic height is computed by dividing the NAVD 88
 DL4022.geopotential number by the normal gravity value computed on the
 DL4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4022.degrees latitude (g = 980.6199 gals.).
 DL4022
 DL4022.The modeled gravity was interpolated from observed gravity values.
 DL4022
 DL4022;                    North         East    Units  Estimated Accuracy
 DL4022;SPC MI S     -    50,719.3   4,003,535.2     MT  (+/- 3 meters HH1 GPS) 
 DL4022
 DL4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2177648420(NAD 83)
 DL4022
 DL4022                          SUPERSEDED SURVEY CONTROL
 DL4022
 DL4022.No superseded survey control is available for this station.
 DL4022
 DL4022_MARKER: DD = SURVEY DISK
 DL4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4022_STAMPING: 46605 2008
 DL4022_MARK LOGO: MIDT
 DL4022_PROJECTION: FLUSH
 DL4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4022+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4022
 DL4022  HISTORY     - Date     Condition        Report By
 DL4022  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4022
 DL4022                          STATION DESCRIPTION
 DL4022
 DL4022'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4022'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DL4022'SOMERSET, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF WHEATLAND AND 2.4 MI (3.9
 DL4022'KM) SOUTH-SOUTHEAST OF ADDISON.
 DL4022'
 DL4022'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 127, ON THE
 DL4022'WEST SIDE OF HUDSON, GO NORTH ON HIGHWAY 127 FOR 6.0 MI (9.7 KM) TO
 DL4022'THE JUNCTION OF HIGHWAY 127 WITH ROME, GO EAST ON ROME ROAD FOR 2.2 MI
 DL4022'(3.5 KM) TO THE JUNCTION OF ROME ROAD WITH NORTH ROLLING ROAD, GO
 DL4022'NORTH ON NORTH ROLLING ROAD FOR 1 MI (1.6 KM) AND THE STATION ON THE
 DL4022'RIGHT.
 DL4022'
 DL4022'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4022'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4022'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4022'
 DL4022'THE STATION IS 0.5 MI (0.8 KM) NORTH OF COLE ROAD, 0.05 MI (0.1 KM)
 DL4022'SOUTH OF RAYMOND ROAD, 250 FT (76.2 M) NORTH OF THE EXTENDED CENTER OF
 DL4022'DRIVEWAY OPENING '4880 N ROLLIN HIGHWAY', 12.5 FT (3.8 M) EAST OF THE
 DL4022'EDGE OF PAVEMENT OF ROLLIN HIGHWAY, AND 3.3 FT (1.0 M) WEST OF AN
 DL4022'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4023 ***********************************************************************
 DL4023  DESIGNATION -  46606
 DL4023  PID         -  DL4023
 DL4023  STATE/COUNTY-  MI/LENAWEE
 DL4023  COUNTRY     -  US
 DL4023  USGS QUAD   -  ADDISON (2017)
 DL4023
 DL4023                         *CURRENT SURVEY CONTROL
 DL4023  ______________________________________________________________________
 DL4023* NAD 83(2011) POSITION- 41 55 45.34461(N) 084 19 25.61525(W)   ADJUSTED
 DL4023* NAD 83(2011) ELLIP HT-   279.554 (meters)        (06/27/12)   ADJUSTED
 DL4023* NAD 83(2011) EPOCH   -  2010.00
 DL4023* NAVD 88 ORTHO HEIGHT -   313.926 (meters)     1029.94  (feet) ADJUSTED
 DL4023  ______________________________________________________________________
 DL4023  GEOID HEIGHT    -        -34.374 (meters)                     GEOID18
 DL4023  NAD 83(2011) X  -    470,050.296 (meters)                     COMP
 DL4023  NAD 83(2011) Y  - -4,729,158.012 (meters)                     COMP
 DL4023  NAD 83(2011) Z  -  4,239,948.497 (meters)                     COMP
 DL4023  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DL4023  DYNAMIC HEIGHT  -        313.805 (meters)     1029.54  (feet) COMP
 DL4023  MODELED GRAVITY -    980,230.0   (mgal)                       NAVD 88
 DL4023
 DL4023  VERT ORDER      -  FIRST     CLASS II
 DL4023
 DL4023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4023  Standards:
 DL4023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4023  -------------------------------------------------------------------
 DL4023  NETWORK    0.27   0.37           0.13   0.08   0.19     -0.08277108
 DL4023  -------------------------------------------------------------------
 DL4023  Click here for local accuracies and other accuracy information.
 DL4023
 DL4023.The horizontal coordinates were established by GPS observations
 DL4023.and adjusted by the National Geodetic Survey in June 2012.
 DL4023
 DL4023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4023.been affixed to the stable North American tectonic plate. See 
 DL4023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4023
 DL4023.The horizontal coordinates are valid at the epoch date displayed above
 DL4023.which is a decimal equivalence of Year/Month/Day.
 DL4023
 DL4023.The orthometric height was determined by differential leveling and
 DL4023.adjusted by the NATIONAL GEODETIC SURVEY
 DL4023.in September 2009.
 DL4023
 DL4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4023.GEOID18 height accuracy estimate available here.
 DL4023
 DL4023.Click photographs - Photos may exist for this station.
 DL4023
 DL4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4023
 DL4023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4023
 DL4023.The ellipsoidal height was determined by GPS observations
 DL4023.and is referenced to NAD 83.
 DL4023
 DL4023.The dynamic height is computed by dividing the NAVD 88
 DL4023.geopotential number by the normal gravity value computed on the
 DL4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4023.degrees latitude (g = 980.6199 gals.).
 DL4023
 DL4023.The modeled gravity was interpolated from observed gravity values.
 DL4023
 DL4023. The following values were computed from the NAD 83(2011) position.
 DL4023
 DL4023;                    North         East     Units Scale Factor Converg.
 DL4023;SPC MI S     -    47,683.631 4,003,557.118   MT  1.00004479   +0 01 45.1
 DL4023;SPC MI S     -   156,442.36 13,135,029.91   iFT  1.00004479   +0 01 45.1
 DL4023;UTM  16      - 4,645,386.477   721,892.080   MT  1.00020590   +1 47 20.4
 DL4023
 DL4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4023!SPC MI S     -   0.99995616  x   1.00004479  =   1.00000094
 DL4023!UTM  16      -   0.99995616  x   1.00020590  =   1.00016205
 DL4023
 DL4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2189245386(NAD 83)
 DL4023
 DL4023                          SUPERSEDED SURVEY CONTROL
 DL4023
 DL4023  NAD 83(2007)-  41 55 45.34478(N)    084 19 25.61604(W) AD(2002.00) B
 DL4023  ELLIP H (10/23/09)  279.564  (m)                       GP(2002.00) 3 1
 DL4023
 DL4023.Superseded values are not recommended for survey control.
 DL4023
 DL4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4023.See file dsdata.pdf to determine how the superseded data were derived.
 DL4023
 DL4023_MARKER: DD = SURVEY DISK
 DL4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4023_STAMPING: 46606 2008
 DL4023_MARK LOGO: MIDT
 DL4023_PROJECTION: FLUSH
 DL4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4023+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DL4023
 DL4023  HISTORY     - Date     Condition        Report By
 DL4023  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4023  HISTORY     - 20200701 GOOD             MIDT
 DL4023
 DL4023                          STATION DESCRIPTION
 DL4023
 DL4023'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4023'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF
 DL4023'HUDSON, 4.9 MI (7.9 KM) SOUTHEAST OF WHEATLAND AND 4.1 MI (6.6 KM)
 DL4023'SOUTH-SOUTHEAST OF ADDISON.
 DL4023'
 DL4023'TO REACH THE STATION FROM THE JUNCTION OF ROLLIN HIGHWAY WITH BURTON
 DL4023'ROAD ABOUT 1 MI (1.6 KM) NORTH OF ROLLIN, MICHIGAN, GO NORTH ON ROLLIN
 DL4023'HIGHWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL4023'
 DL4023'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4023'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4023'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4023'
 DL4023'THE STATION IS 0.5 MI (0.8 KM) SOUTH OF QUAKER ROAD, 500 FT (152.4 M)
 DL4023'SOUTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '3150 ROLLIN
 DL4023'HIGHWAY', 17 FT (5.2 M) WEST OF THE EDGE OF PAVEMENT OF ROLLIN
 DL4023'HIGHWAY, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4023
 DL4023                          STATION RECOVERY (2020)
 DL4023
 DL4023'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL4023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4024 ***********************************************************************
 DL4024  DESIGNATION -  46607
 DL4024  PID         -  DL4024
 DL4024  STATE/COUNTY-  MI/LENAWEE
 DL4024  COUNTRY     -  US
 DL4024  USGS QUAD   -  ADDISON (2017)
 DL4024
 DL4024                         *CURRENT SURVEY CONTROL
 DL4024  ______________________________________________________________________
 DL4024* NAD 83(2011) POSITION- 41 53 13.18605(N) 084 19 49.45109(W)   ADJUSTED
 DL4024* NAD 83(2011) ELLIP HT-   264.984 (meters)        (06/27/12)   ADJUSTED
 DL4024* NAD 83(2011) EPOCH   -  2010.00
 DL4024* NAVD 88 ORTHO HEIGHT -   299.361 (meters)      982.15  (feet) ADJUSTED
 DL4024  ______________________________________________________________________
 DL4024  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 DL4024  NAD 83(2011) X  -    469,812.516 (meters)                     COMP
 DL4024  NAD 83(2011) Y  - -4,732,321.991 (meters)                     COMP
 DL4024  NAD 83(2011) Z  -  4,236,444.833 (meters)                     COMP
 DL4024  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DL4024  DYNAMIC HEIGHT  -        299.246 (meters)      981.78  (feet) COMP
 DL4024  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 DL4024
 DL4024  VERT ORDER      -  FIRST     CLASS II
 DL4024
 DL4024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4024  Standards:
 DL4024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4024  -------------------------------------------------------------------
 DL4024  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.00770611
 DL4024  -------------------------------------------------------------------
 DL4024  Click here for local accuracies and other accuracy information.
 DL4024
 DL4024.The horizontal coordinates were established by GPS observations
 DL4024.and adjusted by the National Geodetic Survey in June 2012.
 DL4024
 DL4024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4024.been affixed to the stable North American tectonic plate. See 
 DL4024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4024
 DL4024.The horizontal coordinates are valid at the epoch date displayed above
 DL4024.which is a decimal equivalence of Year/Month/Day.
 DL4024
 DL4024.The orthometric height was determined by differential leveling and
 DL4024.adjusted by the NATIONAL GEODETIC SURVEY
 DL4024.in September 2009.
 DL4024
 DL4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4024.GEOID18 height accuracy estimate available here.
 DL4024
 DL4024.Click photographs - Photos may exist for this station.
 DL4024
 DL4024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4024
 DL4024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4024
 DL4024.The ellipsoidal height was determined by GPS observations
 DL4024.and is referenced to NAD 83.
 DL4024
 DL4024.The dynamic height is computed by dividing the NAVD 88
 DL4024.geopotential number by the normal gravity value computed on the
 DL4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4024.degrees latitude (g = 980.6199 gals.).
 DL4024
 DL4024.The modeled gravity was interpolated from observed gravity values.
 DL4024
 DL4024. The following values were computed from the NAD 83(2011) position.
 DL4024
 DL4024;                    North         East     Units Scale Factor Converg.
 DL4024;SPC MI S     -    42,988.556 4,003,009.948   MT  1.00005723   +0 01 28.8
 DL4024;SPC MI S     -   141,038.57 13,133,234.74   iFT  1.00005723   +0 01 28.8
 DL4024;UTM  16      - 4,640,676.094   721,489.235   MT  1.00020370   +1 46 59.2
 DL4024
 DL4024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4024!SPC MI S     -   0.99995844  x   1.00005723  =   1.00001567
 DL4024!UTM  16      -   0.99995844  x   1.00020370  =   1.00016213
 DL4024
 DL4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2148940676(NAD 83)
 DL4024
 DL4024                          SUPERSEDED SURVEY CONTROL
 DL4024
 DL4024  NAD 83(2007)-  41 53 13.18623(N)    084 19 49.45189(W) AD(2002.00) B
 DL4024  ELLIP H (10/23/09)  264.995  (m)                       GP(2002.00) 3 1
 DL4024
 DL4024.Superseded values are not recommended for survey control.
 DL4024
 DL4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4024.See file dsdata.pdf to determine how the superseded data were derived.
 DL4024
 DL4024_MARKER: DD = SURVEY DISK
 DL4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4024_STAMPING: 46607 2008
 DL4024_MARK LOGO: MIDT
 DL4024_PROJECTION: FLUSH
 DL4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4024+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4024
 DL4024  HISTORY     - Date     Condition        Report By
 DL4024  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4024
 DL4024                          STATION DESCRIPTION
 DL4024
 DL4024'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4024'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DL4024'WHEATLAND, 5.1 MI (8.2 KM) WEST-NORTHWEST OF CLAYTON AND 2.5 MI (4.0
 DL4024'KM) NORTH-NORTHEAST OF HUDSON.
 DL4024'
 DL4024'TO REACH THE STATION FROM THE JUNCTION OF ROLLIN HIGHWAY WITH BEECHER
 DL4024'ROAD ABOUT 2 MI (3.2 KM) NORTH OF HUDSON, MICHIGAN, GO NORTH ON ROLLIN
 DL4024'HIGHWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL4024'
 DL4024'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4024'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4024'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4024'
 DL4024'THE STATION IS 0.9 MI (1.4 KM) SOUTH OF PLANK ROAD, 180 FT (54.9 M)
 DL4024'SOUTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '1751 ROLLIN
 DL4024'HIGHWAY', 16.5 FT (5.0 M) WEST OF THE EDGE OF PAVEMENT OF ROLLIN
 DL4024'HIGHWAY, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4025 ***********************************************************************
 DL4025  DESIGNATION -  46608
 DL4025  PID         -  DL4025
 DL4025  STATE/COUNTY-  MI/LENAWEE
 DL4025  COUNTRY     -  US
 DL4025  USGS QUAD   -  ADDISON (2017)
 DL4025
 DL4025                         *CURRENT SURVEY CONTROL
 DL4025  ______________________________________________________________________
 DL4025* NAD 83(1986) POSITION- 41 53 01.32   (N) 084 21 05.01   (W)   HD_HELD1
 DL4025* NAVD 88 ORTHO HEIGHT -   283.110 (meters)      928.84  (feet) ADJUSTED
 DL4025  ______________________________________________________________________
 DL4025  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 DL4025  DYNAMIC HEIGHT  -        283.000 (meters)      928.48  (feet) COMP
 DL4025  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 DL4025
 DL4025  VERT ORDER      -  FIRST     CLASS II
 DL4025
 DL4025.The horizontal coordinates were determined by differentially corrected
 DL4025.hand held GPS observations or other comparable positioning techniques
 DL4025.and have an estimated accuracy of +/- 3 meters.
 DL4025
 DL4025.The orthometric height was determined by differential leveling and
 DL4025.adjusted by the NATIONAL GEODETIC SURVEY
 DL4025.in September 2009.
 DL4025
 DL4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4025.GEOID18 height accuracy estimate available here.
 DL4025
 DL4025.Click photographs - Photos may exist for this station.
 DL4025
 DL4025.The dynamic height is computed by dividing the NAVD 88
 DL4025.geopotential number by the normal gravity value computed on the
 DL4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4025.degrees latitude (g = 980.6199 gals.).
 DL4025
 DL4025.The modeled gravity was interpolated from observed gravity values.
 DL4025
 DL4025;                    North         East    Units  Estimated Accuracy
 DL4025;SPC MI S     -    42,621.9   4,001,267.9     MT  (+/- 3 meters HH1 GPS) 
 DL4025
 DL4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1975940256(NAD 83)
 DL4025
 DL4025                          SUPERSEDED SURVEY CONTROL
 DL4025
 DL4025.No superseded survey control is available for this station.
 DL4025
 DL4025_MARKER: DD = SURVEY DISK
 DL4025_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4025_SP_SET: BRIDGE ABUTMENT
 DL4025_STAMPING: 46608 2008
 DL4025_MARK LOGO: MIDT
 DL4025_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4025+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DL4025
 DL4025  HISTORY     - Date     Condition        Report By
 DL4025  HISTORY     - 20080708 MONUMENTED       COLEM
 DL4025
 DL4025                          STATION DESCRIPTION
 DL4025
 DL4025'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4025'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 DL4025'WHEATLAND, 6.1 MI (9.8 KM) WEST-NORTHWEST OF CLAYTON AND 2.0 MI (3.2
 DL4025'KM) NORTH OF HUDSON.
 DL4025'
 DL4025'TO REACH THE STATION FROM THE JUNCTION OF BEECHER ROAD WITH US HIGHWAY
 DL4025'127 ABOUT 2 MI (3.2 KM) NORTH OF HUDSON, MICHIGAN, GO EAST ON BEECHER
 DL4025'ROAD FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER BEAN CREEK AND THE STATION
 DL4025'ON THE LEFT.
 DL4025'
 DL4025'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4025'MODERNIZATION MARK DISK SET IN THE TOP OF THE NORTH END OF THE EAST
 DL4025'ABUTMENT OF THE BEECHER ROAD BRIDGE OVER BEAN CREEK.
 DL4025'
 DL4025'THE STATION IS 0.1 MI (0.2 KM) WEST OF MAPLE GROVE HIGHWAY, 0.1 MI
 DL4025'(0.2 KM) EAST OF KIEL HIGHWAY, AND 3.5 FT (1.1 M) NORTH OF A GUARD
 DL4025'RAIL.
 DL4025'
 DL4025'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4026 ***********************************************************************
 DL4026  DESIGNATION -  46609
 DL4026  PID         -  DL4026
 DL4026  STATE/COUNTY-  MI/HILLSDALE
 DL4026  COUNTRY     -  US
 DL4026  USGS QUAD   -  HUDSON (2017)
 DL4026
 DL4026                         *CURRENT SURVEY CONTROL
 DL4026  ______________________________________________________________________
 DL4026* NAD 83(1986) POSITION- 41 52 10.98   (N) 084 21 57.20   (W)   HD_HELD1
 DL4026* NAVD 88 ORTHO HEIGHT -   290.680 (meters)      953.67  (feet) ADJUSTED
 DL4026  ______________________________________________________________________
 DL4026  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 DL4026  DYNAMIC HEIGHT  -        290.567 (meters)      953.30  (feet) COMP
 DL4026  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 DL4026
 DL4026  VERT ORDER      -  FIRST     CLASS II
 DL4026
 DL4026.The horizontal coordinates were determined by differentially corrected
 DL4026.hand held GPS observations or other comparable positioning techniques
 DL4026.and have an estimated accuracy of +/- 3 meters.
 DL4026
 DL4026.The orthometric height was determined by differential leveling and
 DL4026.adjusted by the NATIONAL GEODETIC SURVEY
 DL4026.in September 2009.
 DL4026
 DL4026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4026.GEOID18 height accuracy estimate available here.
 DL4026
 DL4026.Click photographs - Photos may exist for this station.
 DL4026
 DL4026.The dynamic height is computed by dividing the NAVD 88
 DL4026.geopotential number by the normal gravity value computed on the
 DL4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4026.degrees latitude (g = 980.6199 gals.).
 DL4026
 DL4026.The modeled gravity was interpolated from observed gravity values.
 DL4026
 DL4026;                    North         East    Units  Estimated Accuracy
 DL4026;SPC MI S     -    41,068.5   4,000,064.6     MT  (+/- 3 meters HH1 GPS) 
 DL4026
 DL4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1860338666(NAD 83)
 DL4026
 DL4026                          SUPERSEDED SURVEY CONTROL
 DL4026
 DL4026.No superseded survey control is available for this station.
 DL4026
 DL4026_MARKER: DD = SURVEY DISK
 DL4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4026_STAMPING: 46609 2008
 DL4026_MARK LOGO: MIDT
 DL4026_PROJECTION: FLUSH
 DL4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4026+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4026
 DL4026  HISTORY     - Date     Condition        Report By
 DL4026  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4026
 DL4026                          STATION DESCRIPTION
 DL4026
 DL4026'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4026'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF CLAYTON, 5.8 MI
 DL4026'(9.3 KM) EAST OF PITTSFORD AND 1.2 MI (1.9 KM) NORTH-NORTHWEST OF
 DL4026'HUDSON.
 DL4026'
 DL4026'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 127 WITH DAY ROAD
 DL4026'ABOUT 1 MI (1.6 KM) NORTH OF HUDSON, MICHIGAN GO WEST ON DAY ROAD FOR
 DL4026'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4026'
 DL4026'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4026'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4026'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4026'
 DL4026'THE STATION IS 0.8 MI (1.3 KM) EAST OF ELM ROAD, 600 FT (182.9 M) EAST
 DL4026'OF DRIVEWAY OPENING '14635 DAY ROAD', 11 FT (3.4 M) NORTH OF THE EDGE
 DL4026'OF PAVEMENT OF DAY ROAD, AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE
 DL4026'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4029 ***********************************************************************
 DL4029  DESIGNATION -  46610
 DL4029  PID         -  DL4029
 DL4029  STATE/COUNTY-  MI/LENAWEE
 DL4029  COUNTRY     -  US
 DL4029  USGS QUAD   -  HUDSON (2017)
 DL4029
 DL4029                         *CURRENT SURVEY CONTROL
 DL4029  ______________________________________________________________________
 DL4029* NAD 83(1986) POSITION- 41 51 18.79   (N) 084 19 59.03   (W)   HD_HELD1
 DL4029* NAVD 88 ORTHO HEIGHT -   285.338 (meters)      936.15  (feet) ADJUSTED
 DL4029  ______________________________________________________________________
 DL4029  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 DL4029  DYNAMIC HEIGHT  -        285.228 (meters)      935.79  (feet) COMP
 DL4029  MODELED GRAVITY -    980,230.0   (mgal)                       NAVD 88
 DL4029
 DL4029  VERT ORDER      -  FIRST     CLASS II
 DL4029
 DL4029.The horizontal coordinates were determined by differentially corrected
 DL4029.hand held GPS observations or other comparable positioning techniques
 DL4029.and have an estimated accuracy of +/- 3 meters.
 DL4029
 DL4029.The orthometric height was determined by differential leveling and
 DL4029.adjusted by the NATIONAL GEODETIC SURVEY
 DL4029.in September 2009.
 DL4029
 DL4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4029.GEOID18 height accuracy estimate available here.
 DL4029
 DL4029.Click photographs - Photos may exist for this station.
 DL4029
 DL4029.The dynamic height is computed by dividing the NAVD 88
 DL4029.geopotential number by the normal gravity value computed on the
 DL4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4029.degrees latitude (g = 980.6199 gals.).
 DL4029
 DL4029.The modeled gravity was interpolated from observed gravity values.
 DL4029
 DL4029;                    North         East    Units  Estimated Accuracy
 DL4029;SPC MI S     -    39,458.8   4,002,790.5     MT  (+/- 3 meters HH1 GPS) 
 DL4029
 DL4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2137837140(NAD 83)
 DL4029
 DL4029                          SUPERSEDED SURVEY CONTROL
 DL4029
 DL4029.No superseded survey control is available for this station.
 DL4029
 DL4029_MARKER: DD = SURVEY DISK
 DL4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4029_STAMPING: 46610 2008
 DL4029_MARK LOGO: MIDT
 DL4029_PROJECTION: FLUSH
 DL4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4029+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 DL4029
 DL4029  HISTORY     - Date     Condition        Report By
 DL4029  HISTORY     - 20080613 MONUMENTED       COLEM
 DL4029
 DL4029                          STATION DESCRIPTION
 DL4029
 DL4029'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4029'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF PITTSFORD, 5.0
 DL4029'MI (8.0 KM) WEST OF CLAYTON AND 1.1 MI (1.8 KM) EAST OF HUDSON.
 DL4029'
 DL4029'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 127, ON THE
 DL4029'WEST SIDE OF HUDSON, GO EAST ON HIGHWAY 34 FOR 1.5 MI (2.4 KM) TO THE
 DL4029'JUNCTION OF HIGHWAY 34 WITH MUNSON HIGHWAY AND THE STATION ON THE
 DL4029'LEFT.
 DL4029'
 DL4029'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4029'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4029'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4029'
 DL4029'THE STATION IS 0.7 MI (1.1 KM) WEST OF DEY HIGHWAY, 250 FT (76.2 M)
 DL4029'EAST OF MUNSON HIGHWAY, 11 FT (3.4 M) EAST OF THE EDGE OF CURB OF A
 DL4029'DRIVEWAY OPENING FOR POWER METAL MANUFACTURING, 10 FT (3.0 M) NORTH OF
 DL4029'THE EDGE OF CURB OF STATE HIGHWAY 34 (CARLETON ROAD), AND 3.3 FT (1.0
 DL4029'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4030 ***********************************************************************
 DL4030  DESIGNATION -  46611
 DL4030  PID         -  DL4030
 DL4030  STATE/COUNTY-  MI/LENAWEE
 DL4030  COUNTRY     -  US
 DL4030  USGS QUAD   -  HUDSON (2017)
 DL4030
 DL4030                         *CURRENT SURVEY CONTROL
 DL4030  ______________________________________________________________________
 DL4030* NAD 83(2011) POSITION- 41 51 21.67467(N) 084 17 44.23841(W)   ADJUSTED
 DL4030* NAD 83(2011) ELLIP HT-   250.291 (meters)        (06/27/12)   ADJUSTED
 DL4030* NAD 83(2011) EPOCH   -  2010.00
 DL4030* NAVD 88 ORTHO HEIGHT -   284.729 (meters)      934.15  (feet) ADJUSTED
 DL4030  ______________________________________________________________________
 DL4030  GEOID HEIGHT    -        -34.452 (meters)                     GEOID18
 DL4030  NAD 83(2011) X  -    472,912.349 (meters)                     COMP
 DL4030  NAD 83(2011) Y  - -4,734,310.131 (meters)                     COMP
 DL4030  NAD 83(2011) Z  -  4,233,873.005 (meters)                     COMP
 DL4030  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DL4030  DYNAMIC HEIGHT  -        284.620 (meters)      933.79  (feet) COMP
 DL4030  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 DL4030
 DL4030  VERT ORDER      -  FIRST     CLASS II
 DL4030
 DL4030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4030  Standards:
 DL4030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4030  -------------------------------------------------------------------
 DL4030  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.00308486
 DL4030  -------------------------------------------------------------------
 DL4030  Click here for local accuracies and other accuracy information.
 DL4030
 DL4030.The horizontal coordinates were established by GPS observations
 DL4030.and adjusted by the National Geodetic Survey in June 2012.
 DL4030
 DL4030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4030.been affixed to the stable North American tectonic plate. See 
 DL4030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4030
 DL4030.The horizontal coordinates are valid at the epoch date displayed above
 DL4030.which is a decimal equivalence of Year/Month/Day.
 DL4030
 DL4030.The orthometric height was determined by differential leveling and
 DL4030.adjusted by the NATIONAL GEODETIC SURVEY
 DL4030.in September 2009.
 DL4030
 DL4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4030.GEOID18 height accuracy estimate available here.
 DL4030
 DL4030.Click photographs - Photos may exist for this station.
 DL4030
 DL4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4030
 DL4030.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4030
 DL4030.The ellipsoidal height was determined by GPS observations
 DL4030.and is referenced to NAD 83.
 DL4030
 DL4030.The dynamic height is computed by dividing the NAVD 88
 DL4030.geopotential number by the normal gravity value computed on the
 DL4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4030.degrees latitude (g = 980.6199 gals.).
 DL4030
 DL4030.The modeled gravity was interpolated from observed gravity values.
 DL4030
 DL4030. The following values were computed from the NAD 83(2011) position.
 DL4030
 DL4030;                    North         East     Units Scale Factor Converg.
 DL4030;SPC MI S     -    39,549.724 4,005,899.766   MT  1.00006668   +0 02 54.1
 DL4030;SPC MI S     -   129,756.31 13,142,715.77   iFT  1.00006668   +0 02 54.1
 DL4030;UTM  16      - 4,637,327.016   724,483.620   MT  1.00022014   +1 48 19.0
 DL4030
 DL4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4030!SPC MI S     -   0.99996074  x   1.00006668  =   1.00002742
 DL4030!UTM  16      -   0.99996074  x   1.00022014  =   1.00018088
 DL4030
 DL4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2448337327(NAD 83)
 DL4030
 DL4030                          SUPERSEDED SURVEY CONTROL
 DL4030
 DL4030  NAD 83(2007)-  41 51 21.67484(N)    084 17 44.23921(W) AD(2002.00) B
 DL4030  ELLIP H (10/23/09)  250.303  (m)                       GP(2002.00) 3 1
 DL4030
 DL4030.Superseded values are not recommended for survey control.
 DL4030
 DL4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4030.See file dsdata.pdf to determine how the superseded data were derived.
 DL4030
 DL4030_MARKER: DD = SURVEY DISK
 DL4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4030_STAMPING: 46611 2008
 DL4030_MARK LOGO: MIDT
 DL4030_PROJECTION: FLUSH
 DL4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4030+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DL4030
 DL4030  HISTORY     - Date     Condition        Report By
 DL4030  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4030
 DL4030                          STATION DESCRIPTION
 DL4030
 DL4030'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4030'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF ROME
 DL4030'CENTER, 3.1 MI (5.0 KM) WEST OF CLAYTON AND 3.0 MI (4.8 KM) EAST OF
 DL4030'HUDSON.
 DL4030'
 DL4030'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 127, ON THE
 DL4030'WEST SIDE OF HUDSON, GO EAST ON HIGHWAY 34 FOR 3.5 MI (5.6 KM) TO THE
 DL4030'JUNCTION OF HIGHWAY 34 WITH SOUTH POSEY LAKE HIGHWAY AND THE STATION
 DL4030'ON THE LEFT.
 DL4030'
 DL4030'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4030'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4030'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4030'
 DL4030'THE STATION IS 0.7 MI (1.1 KM) EAST OF CHILDS HIGHWAY, 300 FT (91.4 M)
 DL4030'WEST OF POSEY LAKE HIGHWAY, 45 FT (13.7 M) NORTH OF A MAILBOX FOR
 DL4030''14001 STATE HIGHWAY 34', 14 FT (4.3 M) NORTH OF THE EDGE OF PAVEMENT
 DL4030'OF STATE HIGHWAY 34 (CARLETON ROAD), AND 3.3 FT (1.0 M) SOUTH OF AN
 DL4030'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4031 ***********************************************************************
 DL4031  DESIGNATION -  46612
 DL4031  PID         -  DL4031
 DL4031  STATE/COUNTY-  MI/LENAWEE
 DL4031  COUNTRY     -  US
 DL4031  USGS QUAD   -  HUDSON (2017)
 DL4031
 DL4031                         *CURRENT SURVEY CONTROL
 DL4031  ______________________________________________________________________
 DL4031* NAD 83(1986) POSITION- 41 51 24.28   (N) 084 15 49.62   (W)   HD_HELD1
 DL4031* NAVD 88 ORTHO HEIGHT -   269.052 (meters)      882.71  (feet) ADJUSTED
 DL4031  ______________________________________________________________________
 DL4031  GEOID HEIGHT    -        -34.498 (meters)                     GEOID18
 DL4031  DYNAMIC HEIGHT  -        268.950 (meters)      882.38  (feet) COMP
 DL4031  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 DL4031
 DL4031  VERT ORDER      -  FIRST     CLASS II
 DL4031
 DL4031.The horizontal coordinates were determined by differentially corrected
 DL4031.hand held GPS observations or other comparable positioning techniques
 DL4031.and have an estimated accuracy of +/- 3 meters.
 DL4031
 DL4031.The orthometric height was determined by differential leveling and
 DL4031.adjusted by the NATIONAL GEODETIC SURVEY
 DL4031.in September 2009.
 DL4031
 DL4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4031.GEOID18 height accuracy estimate available here.
 DL4031
 DL4031.Click photographs - Photos may exist for this station.
 DL4031
 DL4031.The dynamic height is computed by dividing the NAVD 88
 DL4031.geopotential number by the normal gravity value computed on the
 DL4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4031.degrees latitude (g = 980.6199 gals.).
 DL4031
 DL4031.The modeled gravity was interpolated from observed gravity values.
 DL4031
 DL4031;                    North         East    Units  Estimated Accuracy
 DL4031;SPC MI S     -    39,632.8   4,008,543.6     MT  (+/- 3 meters HH1 GPS) 
 DL4031
 DL4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2712437491(NAD 83)
 DL4031
 DL4031                          SUPERSEDED SURVEY CONTROL
 DL4031
 DL4031.No superseded survey control is available for this station.
 DL4031
 DL4031_MARKER: DD = SURVEY DISK
 DL4031_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4031_SP_SET: BRIDGE PARAPET
 DL4031_STAMPING: 46612 2008
 DL4031_MARK LOGO: MIDT
 DL4031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4031+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DL4031
 DL4031  HISTORY     - Date     Condition        Report By
 DL4031  HISTORY     - 20080708 MONUMENTED       COLEM
 DL4031
 DL4031                          STATION DESCRIPTION
 DL4031
 DL4031'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4031'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF ROME
 DL4031'CENTER, 4.7 MI (7.6 KM) EAST OF HUDSON AND 1.5 MI (2.4 KM)
 DL4031'WEST-SOUTHWEST OF CLAYTON.
 DL4031'
 DL4031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 (CARLETON
 DL4031'ROAD) WITH HUGHES HIGHWAY ABOUT 4 MI (6.4 KM) EAST OF HUDSON,
 DL4031'MICHIGAN, GO EAST ON STATE HIGHWAY 34 FOR 0.6 MI (1.0 KM) TO A BRIDGE
 DL4031'OVER BEAR CREEK AND THE STATION ON THE LEFT.
 DL4031'
 DL4031'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4031'MODERNIZATION MARK DISK SET IN THE TOP OF THE NORTH PARAPET OF THE
 DL4031'EAST ABUTMENT OF THE STATE HIGHWAY 34 (CARLETON ROAD) OVER BEAR CREEK.
 DL4031'THE STATION IS 1.4 MI (2.3 KM) WEST OF MOREY HIGHWAY (STATE STREET),
 DL4031'AND 2 FT (0.6 M) NORTH OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 34
 DL4031'(CARLETON ROAD).
 DL4031'
 DL4031'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4032 ***********************************************************************
 DL4032  DESIGNATION -  46613
 DL4032  PID         -  DL4032
 DL4032  STATE/COUNTY-  MI/LENAWEE
 DL4032  COUNTRY     -  US
 DL4032  USGS QUAD   -  CLAYTON (2017)
 DL4032
 DL4032                         *CURRENT SURVEY CONTROL
 DL4032  ______________________________________________________________________
 DL4032* NAD 83(2011) POSITION- 41 51 21.75527(N) 084 14 11.10638(W)   ADJUSTED
 DL4032* NAD 83(2011) ELLIP HT-   232.438 (meters)        (06/27/12)   ADJUSTED
 DL4032* NAD 83(2011) EPOCH   -  2010.00
 DL4032* NAVD 88 ORTHO HEIGHT -   266.965 (meters)      875.87  (feet) ADJUSTED
 DL4032  ______________________________________________________________________
 DL4032  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 DL4032  NAD 83(2011) X  -    477,802.524 (meters)                     COMP
 DL4032  NAD 83(2011) Y  - -4,733,804.066 (meters)                     COMP
 DL4032  NAD 83(2011) Z  -  4,233,862.945 (meters)                     COMP
 DL4032  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DL4032  DYNAMIC HEIGHT  -        266.864 (meters)      875.54  (feet) COMP
 DL4032  MODELED GRAVITY -    980,238.1   (mgal)                       NAVD 88
 DL4032
 DL4032  VERT ORDER      -  FIRST     CLASS II
 DL4032
 DL4032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4032  Standards:
 DL4032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4032  -------------------------------------------------------------------
 DL4032  NETWORK    0.24   0.37           0.11   0.08   0.19      0.07668261
 DL4032  -------------------------------------------------------------------
 DL4032  Click here for local accuracies and other accuracy information.
 DL4032
 DL4032.The horizontal coordinates were established by GPS observations
 DL4032.and adjusted by the National Geodetic Survey in June 2012.
 DL4032
 DL4032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4032.been affixed to the stable North American tectonic plate. See 
 DL4032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4032
 DL4032.The horizontal coordinates are valid at the epoch date displayed above
 DL4032.which is a decimal equivalence of Year/Month/Day.
 DL4032
 DL4032.The orthometric height was determined by differential leveling and
 DL4032.adjusted by the NATIONAL GEODETIC SURVEY
 DL4032.in September 2009.
 DL4032
 DL4032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4032.GEOID18 height accuracy estimate available here.
 DL4032
 DL4032.Click photographs - Photos may exist for this station.
 DL4032
 DL4032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4032
 DL4032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4032
 DL4032.The ellipsoidal height was determined by GPS observations
 DL4032.and is referenced to NAD 83.
 DL4032
 DL4032.The dynamic height is computed by dividing the NAVD 88
 DL4032.geopotential number by the normal gravity value computed on the
 DL4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4032.degrees latitude (g = 980.6199 gals.).
 DL4032
 DL4032.The modeled gravity was interpolated from observed gravity values.
 DL4032
 DL4032. The following values were computed from the NAD 83(2011) position.
 DL4032
 DL4032;                    North         East     Units Scale Factor Converg.
 DL4032;SPC MI S     -    39,558.088 4,010,816.170   MT  1.00006667   +0 05 19.1
 DL4032;SPC MI S     -   129,783.75 13,158,845.70   iFT  1.00006667   +0 05 19.1
 DL4032;UTM  16      - 4,637,486.105   729,398.278   MT  1.00024760   +1 50 41.4
 DL4032
 DL4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4032!SPC MI S     -   0.99996354  x   1.00006667  =   1.00003021
 DL4032!UTM  16      -   0.99996354  x   1.00024760  =   1.00021114
 DL4032
 DL4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2939837486(NAD 83)
 DL4032
 DL4032                          SUPERSEDED SURVEY CONTROL
 DL4032
 DL4032  NAD 83(2007)-  41 51 21.75545(N)    084 14 11.10718(W) AD(2002.00) B
 DL4032  ELLIP H (10/23/09)  232.451  (m)                       GP(2002.00) 3 1
 DL4032
 DL4032.Superseded values are not recommended for survey control.
 DL4032
 DL4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4032.See file dsdata.pdf to determine how the superseded data were derived.
 DL4032
 DL4032_MARKER: DD = SURVEY DISK
 DL4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4032_STAMPING: 46613 2008
 DL4032_MARK LOGO: MIDT
 DL4032_PROJECTION: FLUSH
 DL4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4032+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DL4032
 DL4032  HISTORY     - Date     Condition        Report By
 DL4032  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4032
 DL4032                          STATION DESCRIPTION
 DL4032
 DL4032'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4032'THE STATION IS LOCATED IN THE SOUTHWEST JUNCTION OF STATE HIGHWAY 34
 DL4032'(CARLETON ROAD) WITH STATE HIGHWAY 156 (MOREY HIGHWAY) ABOUT 0.5 MI
 DL4032'(0.8 KM) SOUTH OF CLAYTON, MICHIGAN.
 DL4032'
 DL4032'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 127, ON THE
 DL4032'WEST SIDE OF HUDSON, GO EAST ON HIGHWAY 34 FOR 6.5 MI (10.5 KM) TO THE
 DL4032'JUNCTION OF HIGHWAY 34 WITH MOREY HIGHWAY.
 DL4032'
 DL4032'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4032'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4032'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4032'
 DL4032'THE STATION IS 0.95 MI (1.5 KM) NORTH OF TOMER ROAD, 0.05 MI (0.1 KM)
 DL4032'SOUTH OF STATE HIGHWAY 34 (CARLETON ROAD), 70 FT (21.3 M) NORTH OF THE
 DL4032'EASTERN MOST WOOD POST FOR A 'MORNECI 10/US-20 14' SIGN, 18 FT (5.5 M)
 DL4032'WEST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 156 (MOREY HIGHWAY), AND
 DL4032'1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4033 ***********************************************************************
 DL4033  DESIGNATION -  46614
 DL4033  PID         -  DL4033
 DL4033  STATE/COUNTY-  MI/LENAWEE
 DL4033  COUNTRY     -  US
 DL4033  USGS QUAD   -  CLAYTON (2017)
 DL4033
 DL4033                         *CURRENT SURVEY CONTROL
 DL4033  ______________________________________________________________________
 DL4033* NAD 83(1986) POSITION- 41 51 26.61   (N) 084 11 50.58   (W)   HD_HELD1
 DL4033* NAVD 88 ORTHO HEIGHT -   261.368 (meters)      857.50  (feet) ADJUSTED
 DL4033  ______________________________________________________________________
 DL4033  GEOID HEIGHT    -        -34.597 (meters)                     GEOID18
 DL4033  DYNAMIC HEIGHT  -        261.270 (meters)      857.18  (feet) COMP
 DL4033  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 DL4033
 DL4033  VERT ORDER      -  FIRST     CLASS II
 DL4033
 DL4033.The horizontal coordinates were determined by differentially corrected
 DL4033.hand held GPS observations or other comparable positioning techniques
 DL4033.and have an estimated accuracy of +/- 3 meters.
 DL4033
 DL4033.The orthometric height was determined by differential leveling and
 DL4033.adjusted by the NATIONAL GEODETIC SURVEY
 DL4033.in September 2009.
 DL4033
 DL4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4033.GEOID18 height accuracy estimate available here.
 DL4033
 DL4033.Click photographs - Photos may exist for this station.
 DL4033
 DL4033.The dynamic height is computed by dividing the NAVD 88
 DL4033.geopotential number by the normal gravity value computed on the
 DL4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4033.degrees latitude (g = 980.6199 gals.).
 DL4033
 DL4033.The modeled gravity was interpolated from observed gravity values.
 DL4033
 DL4033;                    North         East    Units  Estimated Accuracy
 DL4033;SPC MI S     -    39,713.6   4,014,057.4     MT  (+/- 3 meters HH1 GPS) 
 DL4033
 DL4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3263337740(NAD 83)
 DL4033
 DL4033                          SUPERSEDED SURVEY CONTROL
 DL4033
 DL4033.No superseded survey control is available for this station.
 DL4033
 DL4033_MARKER: DD = SURVEY DISK
 DL4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4033_STAMPING: 46614 2008
 DL4033_MARK LOGO: MIDT
 DL4033_PROJECTION: FLUSH
 DL4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4033+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DL4033
 DL4033  HISTORY     - Date     Condition        Report By
 DL4033  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4033
 DL4033                          STATION DESCRIPTION
 DL4033
 DL4033'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4033'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4033'STATE HIGHWAY 34 (CARLETON ROAD) WITH WHALEY HIGHWAY, ABOUT 2 MI (3.2
 DL4033'KM) EAST OF CLAYTON, MICHIGAN.
 DL4033'
 DL4033'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 127, ON THE
 DL4033'WEST SIDE OF HUDSON, GO EAST ON HIGHWAY 34 FOR 8.5 MI (13.7 KM) TO THE
 DL4033'JUNCTION OF HIGHWAY 34 WITH WHALEY HIGHWAY.
 DL4033'
 DL4033'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4033'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4033'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4033'
 DL4033'THE STATION IS 0.95 MI (1.5 KM) WEST OF SENECA HIGHWAY, 300 FT (91.4
 DL4033'M) EAST OF WHALEY HIGHWAY, 15 FT (4.6 M) SOUTH OF THE EDGE OF PAVEMENT
 DL4033'OF STATE HIGHWAY 34 (CARLETON ROAD), AND 3.3 FT (1.0 M) NORTH OF AN
 DL4033'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4034 ***********************************************************************
 DL4034  DESIGNATION -  46615
 DL4034  PID         -  DL4034
 DL4034  STATE/COUNTY-  MI/LENAWEE
 DL4034  COUNTRY     -  US
 DL4034  USGS QUAD   -  CLAYTON (2017)
 DL4034
 DL4034                         *CURRENT SURVEY CONTROL
 DL4034  ______________________________________________________________________
 DL4034* NAD 83(2011) POSITION- 41 51 28.19402(N) 084 09 55.48317(W)   ADJUSTED
 DL4034* NAD 83(2011) ELLIP HT-   216.228 (meters)        (06/27/12)   ADJUSTED
 DL4034* NAD 83(2011) EPOCH   -  2010.00
 DL4034* NAVD 88 ORTHO HEIGHT -   250.867 (meters)      823.05  (feet) ADJUSTED
 DL4034  ______________________________________________________________________
 DL4034  GEOID HEIGHT    -        -34.651 (meters)                     GEOID18
 DL4034  NAD 83(2011) X  -    483,654.039 (meters)                     COMP
 DL4034  NAD 83(2011) Y  - -4,733,064.406 (meters)                     COMP
 DL4034  NAD 83(2011) Z  -  4,234,000.094 (meters)                     COMP
 DL4034  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 DL4034  DYNAMIC HEIGHT  -        250.773 (meters)      822.74  (feet) COMP
 DL4034  MODELED GRAVITY -    980,242.2   (mgal)                       NAVD 88
 DL4034
 DL4034  VERT ORDER      -  FIRST     CLASS II
 DL4034
 DL4034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4034  Standards:
 DL4034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4034  -------------------------------------------------------------------
 DL4034  NETWORK    0.21   0.33           0.10   0.07   0.17      0.01044531
 DL4034  -------------------------------------------------------------------
 DL4034  Click here for local accuracies and other accuracy information.
 DL4034
 DL4034.The horizontal coordinates were established by GPS observations
 DL4034.and adjusted by the National Geodetic Survey in June 2012.
 DL4034
 DL4034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4034.been affixed to the stable North American tectonic plate. See 
 DL4034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4034
 DL4034.The horizontal coordinates are valid at the epoch date displayed above
 DL4034.which is a decimal equivalence of Year/Month/Day.
 DL4034
 DL4034.The orthometric height was determined by differential leveling and
 DL4034.adjusted by the NATIONAL GEODETIC SURVEY
 DL4034.in September 2009.
 DL4034
 DL4034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4034.GEOID18 height accuracy estimate available here.
 DL4034
 DL4034.Click photographs - Photos may exist for this station.
 DL4034
 DL4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4034
 DL4034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4034
 DL4034.The ellipsoidal height was determined by GPS observations
 DL4034.and is referenced to NAD 83.
 DL4034
 DL4034.The dynamic height is computed by dividing the NAVD 88
 DL4034.geopotential number by the normal gravity value computed on the
 DL4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4034.degrees latitude (g = 980.6199 gals.).
 DL4034
 DL4034.The modeled gravity was interpolated from observed gravity values.
 DL4034
 DL4034. The following values were computed from the NAD 83(2011) position.
 DL4034
 DL4034;                    North         East     Units Scale Factor Converg.
 DL4034;SPC MI S     -    39,768.363 4,016,712.255   MT  1.00006612   +0 08 13.1
 DL4034;SPC MI S     -   130,473.63 13,178,189.81   iFT  1.00006612   +0 08 13.1
 DL4034;UTM  16      - 4,637,877.012   735,286.318   MT  1.00028127   +1 53 32.4
 DL4034
 DL4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4034!SPC MI S     -   0.99996609  x   1.00006612  =   1.00003220
 DL4034!UTM  16      -   0.99996609  x   1.00028127  =   1.00024735
 DL4034
 DL4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3528637877(NAD 83)
 DL4034
 DL4034                          SUPERSEDED SURVEY CONTROL
 DL4034
 DL4034  NAD 83(2007)-  41 51 28.19420(N)    084 09 55.48400(W) AD(2002.00) B
 DL4034  ELLIP H (10/19/09)  216.243  (m)                       GP(2002.00) 1 1
 DL4034
 DL4034.Superseded values are not recommended for survey control.
 DL4034
 DL4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4034.See file dsdata.pdf to determine how the superseded data were derived.
 DL4034
 DL4034_MARKER: DD = SURVEY DISK
 DL4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4034_STAMPING: 46615 2008
 DL4034_MARK LOGO: MIDT
 DL4034_PROJECTION: FLUSH
 DL4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4034+STABILITY: SURFACE MOTION
 DL4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4034+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2025
 DL4034
 DL4034  HISTORY     - Date     Condition        Report By
 DL4034  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4034  HISTORY     - 20250617 GOOD             MIDT
 DL4034
 DL4034                          STATION DESCRIPTION
 DL4034
 DL4034'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4034'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 DL4034'ADRIAN, 6.0 MI (9.7 KM) SOUTH OF ROME CENTER AND 3.7 MI (6.0 KM) EAST
 DL4034'OF CLAYTON.
 DL4034'
 DL4034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 (CARLETON
 DL4034'ROAD) WITH SENECA HIGHWAY ABOUT 3 MI (4.8 KM) EAST OF CLAYTON,
 DL4034'MICHIGAN, GO EAST FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DL4034'
 DL4034'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4034'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4034'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4034'
 DL4034'THE STATION IS 0.3 MI (0.5 KM) WEST OF BENNER HIGHWAY, 39 FT (11.9 M)
 DL4034'EAST OF THE CENTER OF DRIVEWAY OPENING '7315 CARLETON ROAD', 30 FT
 DL4034'(9.1 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34, 1.5 FT (0.5 M)
 DL4034'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4034
 DL4034                          STATION RECOVERY (2025)
 DL4034
 DL4034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4035 ***********************************************************************
 DL4035  DESIGNATION -  46616
 DL4035  PID         -  DL4035
 DL4035  STATE/COUNTY-  MI/LENAWEE
 DL4035  COUNTRY     -  US
 DL4035  USGS QUAD   -  CLAYTON (2017)
 DL4035
 DL4035                         *CURRENT SURVEY CONTROL
 DL4035  ______________________________________________________________________
 DL4035* NAD 83(1986) POSITION- 41 51 30.50   (N) 084 07 48.86   (W)   HD_HELD1
 DL4035* NAVD 88 ORTHO HEIGHT -   249.044 (meters)      817.07  (feet) ADJUSTED
 DL4035  ______________________________________________________________________
 DL4035  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 DL4035  DYNAMIC HEIGHT  -        248.951 (meters)      816.77  (feet) COMP
 DL4035  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 DL4035
 DL4035  VERT ORDER      -  FIRST     CLASS II
 DL4035
 DL4035.The horizontal coordinates were determined by differentially corrected
 DL4035.hand held GPS observations or other comparable positioning techniques
 DL4035.and have an estimated accuracy of +/- 3 meters.
 DL4035
 DL4035.The orthometric height was determined by differential leveling and
 DL4035.adjusted by the NATIONAL GEODETIC SURVEY
 DL4035.in September 2009.
 DL4035
 DL4035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4035.GEOID18 height accuracy estimate available here.
 DL4035
 DL4035.Click photographs - Photos may exist for this station.
 DL4035
 DL4035.The dynamic height is computed by dividing the NAVD 88
 DL4035.geopotential number by the normal gravity value computed on the
 DL4035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4035.degrees latitude (g = 980.6199 gals.).
 DL4035
 DL4035.The modeled gravity was interpolated from observed gravity values.
 DL4035
 DL4035;                    North         East    Units  Estimated Accuracy
 DL4035;SPC MI S     -    39,847.1   4,019,632.8     MT  (+/- 3 meters HH1 GPS) 
 DL4035
 DL4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3820338045(NAD 83)
 DL4035
 DL4035                          SUPERSEDED SURVEY CONTROL
 DL4035
 DL4035.No superseded survey control is available for this station.
 DL4035
 DL4035_MARKER: DD = SURVEY DISK
 DL4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4035_STAMPING: 46616 2008
 DL4035_MARK LOGO: MIDT
 DL4035_PROJECTION: FLUSH
 DL4035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4035+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DL4035
 DL4035  HISTORY     - Date     Condition        Report By
 DL4035  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4035
 DL4035                          STATION DESCRIPTION
 DL4035
 DL4035'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4035'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4035'CARLETON ROAD WITH FURMAN HIGHWAY ABOUT 5.5 MI (8.8 KM) SOUTHWEST OF
 DL4035'ADRIAN, MICHIGAN.
 DL4035'
 DL4035'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH HIGHWAY 223, ON THE
 DL4035'SOUTH SIDE OF ADRIAN, GO SOUTH ON HIGHWAY 52 FOR 1 MI (1.6 KM) TO THE
 DL4035'JUNCTION OF HIGHWAY 52 WITH WEST CARLETON ROAD, GO WEST ON CARLETON
 DL4035'ROAD FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF CARLETON ROAD WITH FURMAN
 DL4035'HIGHWAY AND THE STATION ON THE LEFT.
 DL4035'
 DL4035'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4035'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4035'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4035'
 DL4035'THE STATION IS 0.5 MI (0.8 KM) WEST OF WHIG HIGHWAY, 80 FT (24.4 M)
 DL4035'EAST OF FURMAN HIGHWAY, 11 FT (3.4 M) SOUTH OF THE EDGE OF GRAVEL OF
 DL4035'CARLETON ROAD, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL4035'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4036 ***********************************************************************
 DL4036  DESIGNATION -  46617
 DL4036  PID         -  DL4036
 DL4036  STATE/COUNTY-  MI/LENAWEE
 DL4036  COUNTRY     -  US
 DL4036  USGS QUAD   -  JASPER (2017)
 DL4036
 DL4036                         *CURRENT SURVEY CONTROL
 DL4036  ______________________________________________________________________
 DL4036* NAD 83(2011) POSITION- 41 51 32.60505(N) 084 06 00.60980(W)   ADJUSTED
 DL4036* NAD 83(2011) ELLIP HT-   208.303 (meters)        (06/27/12)   ADJUSTED
 DL4036* NAD 83(2011) EPOCH   -  2010.00
 DL4036* NAVD 88 ORTHO HEIGHT -   243.076 (meters)      797.49  (feet) ADJUSTED
 DL4036  ______________________________________________________________________
 DL4036  GEOID HEIGHT    -        -34.783 (meters)                     GEOID18
 DL4036  NAD 83(2011) X  -    489,033.314 (meters)                     COMP
 DL4036  NAD 83(2011) Y  - -4,732,414.395 (meters)                     COMP
 DL4036  NAD 83(2011) Z  -  4,234,096.171 (meters)                     COMP
 DL4036  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 DL4036  DYNAMIC HEIGHT  -        242.984 (meters)      797.19  (feet) COMP
 DL4036  MODELED GRAVITY -    980,238.7   (mgal)                       NAVD 88
 DL4036
 DL4036  VERT ORDER      -  FIRST     CLASS II
 DL4036
 DL4036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4036  Standards:
 DL4036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4036  -------------------------------------------------------------------
 DL4036  NETWORK    0.24   0.37           0.11   0.08   0.19      0.07419524
 DL4036  -------------------------------------------------------------------
 DL4036  Click here for local accuracies and other accuracy information.
 DL4036
 DL4036.The horizontal coordinates were established by GPS observations
 DL4036.and adjusted by the National Geodetic Survey in June 2012.
 DL4036
 DL4036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4036.been affixed to the stable North American tectonic plate. See 
 DL4036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4036
 DL4036.The horizontal coordinates are valid at the epoch date displayed above
 DL4036.which is a decimal equivalence of Year/Month/Day.
 DL4036
 DL4036.The orthometric height was determined by differential leveling and
 DL4036.adjusted by the NATIONAL GEODETIC SURVEY
 DL4036.in September 2009.
 DL4036
 DL4036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4036.GEOID18 height accuracy estimate available here.
 DL4036
 DL4036.Click photographs - Photos may exist for this station.
 DL4036
 DL4036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4036
 DL4036.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4036
 DL4036.The ellipsoidal height was determined by GPS observations
 DL4036.and is referenced to NAD 83.
 DL4036
 DL4036.The dynamic height is computed by dividing the NAVD 88
 DL4036.geopotential number by the normal gravity value computed on the
 DL4036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4036.degrees latitude (g = 980.6199 gals.).
 DL4036
 DL4036.The modeled gravity was interpolated from observed gravity values.
 DL4036
 DL4036. The following values were computed from the NAD 83(2011) position.
 DL4036
 DL4036;                    North         East     Units Scale Factor Converg.
 DL4036;SPC MI S     -    39,919.515 4,022,129.576   MT  1.00006574   +0 10 52.9
 DL4036;SPC MI S     -   130,969.54 13,195,963.18   iFT  1.00006574   +0 10 52.9
 DL4036;UTM  16      - 4,638,194.076   740,697.719   MT  1.00031297   +1 56 09.5
 DL4036
 DL4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4036!SPC MI S     -   0.99996733  x   1.00006574  =   1.00003307
 DL4036!UTM  16      -   0.99996733  x   1.00031297  =   1.00028029
 DL4036
 DL4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4069738194(NAD 83)
 DL4036
 DL4036                          SUPERSEDED SURVEY CONTROL
 DL4036
 DL4036  NAD 83(2007)-  41 51 32.60522(N)    084 06 00.61061(W) AD(2002.00) B
 DL4036  ELLIP H (10/23/09)  208.316  (m)                       GP(2002.00) 3 1
 DL4036
 DL4036.Superseded values are not recommended for survey control.
 DL4036
 DL4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4036.See file dsdata.pdf to determine how the superseded data were derived.
 DL4036
 DL4036_MARKER: DD = SURVEY DISK
 DL4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4036_STAMPING: 46617 2008
 DL4036_MARK LOGO: MIDT
 DL4036_PROJECTION: FLUSH
 DL4036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4036+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2020
 DL4036
 DL4036  HISTORY     - Date     Condition        Report By
 DL4036  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4036  HISTORY     - 20200723 GOOD             MIDT
 DL4036
 DL4036                          STATION DESCRIPTION
 DL4036
 DL4036'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4036'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF CLAYTON, 5.5 MI
 DL4036'(8.8 KM) NORTHWEST OF JASPER AND 4.2 MI (6.8 KM) SOUTHWEST OF ADRIAN.
 DL4036'
 DL4036'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH HIGHWAY 223, ON THE
 DL4036'SOUTH SIDE OF ADRIAN, GO SOUTH ON HIGHWAY 52 FOR 1 MI (1.6 KM) TO THE
 DL4036'JUNCTION OF HIGHWAY 52 WITH WEST CARLETON ROAD, GO WEST ON CARLETON
 DL4036'ROAD FOR 2.9 MI (4.7 KM) TO THE JUNCTION OF CARLETON ROAD WITH PORTER
 DL4036'HIGHWAY AND THE STATION ON THE LEFT.
 DL4036'
 DL4036'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4036'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4036'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4036'
 DL4036'THE STATION IS 0.95 MI (1.5 KM) WEST OF SAND CREEK HIGHWAY, 12 FT (3.7
 DL4036'M) SOUTH OF THE EDGE OF PAVEMENT OF CARLETON ROAD, AND 1 FT (0.3 M)
 DL4036'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4036
 DL4036                          STATION RECOVERY (2020)
 DL4036
 DL4036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4037 ***********************************************************************
 DL4037  DESIGNATION -  46618
 DL4037  PID         -  DL4037
 DL4037  STATE/COUNTY-  MI/LENAWEE
 DL4037  COUNTRY     -  US
 DL4037  USGS QUAD   -  ADRIAN (2017)
 DL4037
 DL4037                         *CURRENT SURVEY CONTROL
 DL4037  ______________________________________________________________________
 DL4037* NAD 83(1986) POSITION- 41 53 15.85   (N) 084 04 56.42   (W)   HD_HELD1
 DL4037* NAVD 88 ORTHO HEIGHT -   249.219 (meters)      817.65  (feet) ADJUSTED
 DL4037  ______________________________________________________________________
 DL4037  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 DL4037  DYNAMIC HEIGHT  -        249.124 (meters)      817.33  (feet) COMP
 DL4037  MODELED GRAVITY -    980,237.8   (mgal)                       NAVD 88
 DL4037
 DL4037  VERT ORDER      -  FIRST     CLASS II
 DL4037
 DL4037.The horizontal coordinates were determined by differentially corrected
 DL4037.hand held GPS observations or other comparable positioning techniques
 DL4037.and have an estimated accuracy of +/- 3 meters.
 DL4037
 DL4037.The orthometric height was determined by differential leveling and
 DL4037.adjusted by the NATIONAL GEODETIC SURVEY
 DL4037.in September 2009.
 DL4037
 DL4037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4037.GEOID18 height accuracy estimate available here.
 DL4037
 DL4037.Click photographs - Photos may exist for this station.
 DL4037
 DL4037.The dynamic height is computed by dividing the NAVD 88
 DL4037.geopotential number by the normal gravity value computed on the
 DL4037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4037.degrees latitude (g = 980.6199 gals.).
 DL4037
 DL4037.The modeled gravity was interpolated from observed gravity values.
 DL4037
 DL4037;                    North         East    Units  Estimated Accuracy
 DL4037;SPC MI S     -    43,110.0   4,023,599.4     MT  (+/- 3 meters HH1 GPS) 
 DL4037
 DL4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4206941428(NAD 83)
 DL4037
 DL4037                          SUPERSEDED SURVEY CONTROL
 DL4037
 DL4037.No superseded survey control is available for this station.
 DL4037
 DL4037_MARKER: DD = SURVEY DISK
 DL4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4037_STAMPING: 46618 2008
 DL4037_MARK LOGO: MIDT
 DL4037_PROJECTION: FLUSH
 DL4037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4037+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DL4037
 DL4037  HISTORY     - Date     Condition        Report By
 DL4037  HISTORY     - 20080614 MONUMENTED       COLEM
 DL4037
 DL4037                          STATION DESCRIPTION
 DL4037
 DL4037'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4037'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DL4037'JASPER, 6.7 MI (10.8 KM) SOUTHEAST OF ROME CENTER AND 2.4 MI (3.9 KM)
 DL4037'WEST-SOUTHWEST OF ADRIAN.
 DL4037'
 DL4037'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH HIGHWAY 223, ON THE
 DL4037'SOUTH SIDE OF ADRIAN, GO NORTH ON HIGHWAY 52 FOR 1 MI (1.6 KM) TO THE
 DL4037'JUNCTION OF HIGHWAY 52 WITH WEST BEECHER ROAD, GO WEST ON WEST BEECHER
 DL4037'ROAD FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF WEST BEECHER ROAD WITH
 DL4037'SAND CREEK HIGHWAY AND THE STATION ON THE LEFT.
 DL4037'
 DL4037'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4037'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4037'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4037'
 DL4037'THE STATION IS 0.95 MI (1.5 KM) NORTH OF CADMUS ROAD, 0.05 MI (0.1 KM)
 DL4037'SOUTH OF STATE HIGHWAY 34 (BEECHER ROAD), 40 FT (12.2 M) SOUTH OF A
 DL4037'METAL POST FOR A 'LEFT LANE-LEFT TURN ONLY/RIGHT LANE-RIGHT TURN OR
 DL4037'AHEAD' TRAFFIC CONTROL SIGN, 18.5 FT (5.6 M) EAST OF THE EDGE OF
 DL4037'PAVEMENT OF SAND CREEK HIGHWAY, AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL4037'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4040 ***********************************************************************
 DL4040  DESIGNATION -  46619
 DL4040  PID         -  DL4040
 DL4040  STATE/COUNTY-  MI/LENAWEE
 DL4040  COUNTRY     -  US
 DL4040  USGS QUAD   -  ADRIAN (2017)
 DL4040
 DL4040                         *CURRENT SURVEY CONTROL
 DL4040  ______________________________________________________________________
 DL4040* NAD 83(1986) POSITION- 41 56 16.04   (N) 084 00 30.52   (W)   HD_HELD1
 DL4040* NAVD 88 ORTHO HEIGHT -   237.349 (meters)      778.70  (feet) ADJUSTED
 DL4040  ______________________________________________________________________
 DL4040  GEOID HEIGHT    -        -34.893 (meters)                     GEOID18
 DL4040  DYNAMIC HEIGHT  -        237.258 (meters)      778.40  (feet) COMP
 DL4040  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 DL4040
 DL4040  VERT ORDER      -  FIRST     CLASS II
 DL4040
 DL4040.The horizontal coordinates were determined by differentially corrected
 DL4040.hand held GPS observations or other comparable positioning techniques
 DL4040.and have an estimated accuracy of +/- 3 meters.
 DL4040
 DL4040.The orthometric height was determined by differential leveling and
 DL4040.adjusted by the NATIONAL GEODETIC SURVEY
 DL4040.in September 2009.
 DL4040
 DL4040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4040.GEOID18 height accuracy estimate available here.
 DL4040
 DL4040.Click photographs - Photos may exist for this station.
 DL4040
 DL4040.The dynamic height is computed by dividing the NAVD 88
 DL4040.geopotential number by the normal gravity value computed on the
 DL4040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4040.degrees latitude (g = 980.6199 gals.).
 DL4040
 DL4040.The modeled gravity was interpolated from observed gravity values.
 DL4040
 DL4040;                    North         East    Units  Estimated Accuracy
 DL4040;SPC MI S     -    48,693.0   4,029,706.3     MT  (+/- 3 meters HH1 GPS) 
 DL4040
 DL4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4800447198(NAD 83)
 DL4040
 DL4040                          SUPERSEDED SURVEY CONTROL
 DL4040
 DL4040.No superseded survey control is available for this station.
 DL4040
 DL4040_MARKER: DD = SURVEY DISK
 DL4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4040_STAMPING: 46619 2008
 DL4040_MARK LOGO: MIDT
 DL4040_PROJECTION: FLUSH
 DL4040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4040+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4040
 DL4040  HISTORY     - Date     Condition        Report By
 DL4040  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4040
 DL4040                          STATION DESCRIPTION
 DL4040
 DL4040'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4040'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF
 DL4040'TIPTON, 5.6 MI (9.0 KM) SOUTHWEST OF TECUMSEH AND 3.2 MI (5.1 KM)
 DL4040'NORTH-NORTHEAST OF ADRIAN.
 DL4040'
 DL4040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 (ADRIAN
 DL4040'HIGHWAY) WITH VALLEY ROAD ABOUT 3 MI (4.8 KM) NORTH OF ADRIAN, GO
 DL4040'SOUTHWEST ON VALLEY ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DL4040'RIGHT.    THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL4040'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DL4040'DIAMETER CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4040'
 DL4040'THE STATION IS 0.9 MI (1.4 KM) NORTHEAST OF CARSON HIGHWAY, 400 FT
 DL4040'(121.9 M) EAST OF DRIVEWAY OPENING '1208 VALLEY ROAD', 15 FT (4.6 M)
 DL4040'SOUTH OF A PASTURE FENCE, 9.5 FT (2.9 M) NORTH OF THE EDGE OF PAVEMENT
 DL4040'OF VALLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4041 ***********************************************************************
 DL4041  DESIGNATION -  46620
 DL4041  PID         -  DL4041
 DL4041  STATE/COUNTY-  MI/LENAWEE
 DL4041  COUNTRY     -  US
 DL4041  USGS QUAD   -  ADRIAN (2017)
 DL4041
 DL4041                         *CURRENT SURVEY CONTROL
 DL4041  ______________________________________________________________________
 DL4041* NAD 83(1986) POSITION- 41 57 45.23   (N) 084 00 16.34   (W)   HD_HELD1
 DL4041* NAVD 88 ORTHO HEIGHT -   241.544 (meters)      792.47  (feet) ADJUSTED
 DL4041  ______________________________________________________________________
 DL4041  GEOID HEIGHT    -        -34.868 (meters)                     GEOID18
 DL4041  DYNAMIC HEIGHT  -        241.452 (meters)      792.16  (feet) COMP
 DL4041  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 DL4041
 DL4041  VERT ORDER      -  FIRST     CLASS II
 DL4041
 DL4041.The horizontal coordinates were determined by differentially corrected
 DL4041.hand held GPS observations or other comparable positioning techniques
 DL4041.and have an estimated accuracy of +/- 3 meters.
 DL4041
 DL4041.The orthometric height was determined by differential leveling and
 DL4041.adjusted by the NATIONAL GEODETIC SURVEY
 DL4041.in September 2009.
 DL4041
 DL4041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4041.GEOID18 height accuracy estimate available here.
 DL4041
 DL4041.Click photographs - Photos may exist for this station.
 DL4041
 DL4041.The dynamic height is computed by dividing the NAVD 88
 DL4041.geopotential number by the normal gravity value computed on the
 DL4041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4041.degrees latitude (g = 980.6199 gals.).
 DL4041
 DL4041.The modeled gravity was interpolated from observed gravity values.
 DL4041
 DL4041;                    North         East    Units  Estimated Accuracy
 DL4041;SPC MI S     -    51,446.3   4,030,021.1     MT  (+/- 3 meters HH1 GPS) 
 DL4041
 DL4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4823449960(NAD 83)
 DL4041
 DL4041                          SUPERSEDED SURVEY CONTROL
 DL4041
 DL4041.No superseded survey control is available for this station.
 DL4041
 DL4041_MARKER: DD = SURVEY DISK
 DL4041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4041_SP_SET: BOX CULVERT
 DL4041_STAMPING: 46620 2008
 DL4041_MARK LOGO: MIDT
 DL4041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4041+STABILITY: SURFACE MOTION
 DL4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4041+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 DL4041
 DL4041  HISTORY     - Date     Condition        Report By
 DL4041  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4041
 DL4041                          STATION DESCRIPTION
 DL4041
 DL4041'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4041'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF TIPTON, 4.8
 DL4041'MI (7.7 KM) NORTH-NORTHEAST OF ADRIAN AND 4.2 MI (6.8 KM) SOUTHWEST OF
 DL4041'TECUMSEH.
 DL4041'
 DL4041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 (ADRIAN
 DL4041'HIGHWAY) WITH SHEPHERD ROAD ABOUT 5 MI (8.0 KM) NORTH OF ADRIAN,
 DL4041'MICHIGAN, GO SOUTH ON STATE HIGHWAY 52 FOR 0.6 MI (1.0 KM) TO A BOX
 DL4041'CULVERT FOR HARKNESS DRAIN AND THE STATION ON THE RIGHT.
 DL4041'
 DL4041'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4041'MODERNIZATION MARK DISK SET IN THE TOP OF THE SOUTH CORNER OF THE WEST
 DL4041'END OF THE BOX CULVERT.
 DL4041'
 DL4041'THE STATION IS 0.65 MI (1.0 KM) NORTH OF GADY ROAD, AND 4 FT (1.2 M)
 DL4041'WEST OF A GUARDRAIL.
 DL4041'
 DL4041'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4042 ***********************************************************************
 DL4042  DESIGNATION -  46621
 DL4042  PID         -  DL4042
 DL4042  STATE/COUNTY-  MI/LENAWEE
 DL4042  COUNTRY     -  US
 DL4042  USGS QUAD   -  ADRIAN (2017)
 DL4042
 DL4042                         *CURRENT SURVEY CONTROL
 DL4042  ______________________________________________________________________
 DL4042* NAD 83(1986) POSITION- 41 59 11.30   (N) 084 00 16.62   (W)   HD_HELD1
 DL4042* NAVD 88 ORTHO HEIGHT -   259.964 (meters)      852.90  (feet) ADJUSTED
 DL4042  ______________________________________________________________________
 DL4042  GEOID HEIGHT    -        -34.832 (meters)                     GEOID18
 DL4042  DYNAMIC HEIGHT  -        259.865 (meters)      852.57  (feet) COMP
 DL4042  MODELED GRAVITY -    980,237.8   (mgal)                       NAVD 88
 DL4042
 DL4042  VERT ORDER      -  FIRST     CLASS II
 DL4042
 DL4042.The horizontal coordinates were determined by differentially corrected
 DL4042.hand held GPS observations or other comparable positioning techniques
 DL4042.and have an estimated accuracy of +/- 3 meters.
 DL4042
 DL4042.The orthometric height was determined by differential leveling and
 DL4042.adjusted by the NATIONAL GEODETIC SURVEY
 DL4042.in September 2009.
 DL4042
 DL4042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4042.GEOID18 height accuracy estimate available here.
 DL4042
 DL4042.Click photographs - Photos may exist for this station.
 DL4042
 DL4042.The dynamic height is computed by dividing the NAVD 88
 DL4042.geopotential number by the normal gravity value computed on the
 DL4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4042.degrees latitude (g = 980.6199 gals.).
 DL4042
 DL4042.The modeled gravity was interpolated from observed gravity values.
 DL4042
 DL4042;                    North         East    Units  Estimated Accuracy
 DL4042;SPC MI S     -    54,101.9   4,030,003.2     MT  (+/- 3 meters HH1 GPS) 
 DL4042
 DL4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4813552615(NAD 83)
 DL4042
 DL4042                          SUPERSEDED SURVEY CONTROL
 DL4042
 DL4042.No superseded survey control is available for this station.
 DL4042
 DL4042_MARKER: DD = SURVEY DISK
 DL4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4042_STAMPING: 46621 2008
 DL4042_MARK LOGO: MIDT
 DL4042_PROJECTION: FLUSH
 DL4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4042+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4042
 DL4042  HISTORY     - Date     Condition        Report By
 DL4042  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4042
 DL4042                          STATION DESCRIPTION
 DL4042
 DL4042'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4042'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF
 DL4042'ADRIAN, 3.7 MI (6.0 KM) SOUTHEAST OF TIPTON AND 3.3 MI (5.3 KM)
 DL4042'WEST-SOUTHWEST OF TECUMSEH.
 DL4042'
 DL4042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 (ADRIAN
 DL4042'HIGHWAY) WITH RUSSELL ROAD ABOUT 3 MI (4.8 KM) SOUTHWEST OF TECUMSEH,
 DL4042'MICHIGAN, GO SOUTH ON STATE HIGHWAY 52 FOR 0.3 MI (0.5 KM) TO THE
 DL4042'STATION ON THE RIGHT.
 DL4042'
 DL4042'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4042'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4042'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4042'
 DL4042'THE STATION IS 0.05 MI (0.1 KM) NORTH OF ROBBINS ROAD (TO THE WEST)
 DL4042'AND DINIUS ROAD (TO THE EAST), 25 FT (7.6 M) WEST OF THE EDGE OF
 DL4042'PAVEMENT OF STATE HIGHWAY 52, 3 FT (0.9 M) EAST OF A CULTIVATED FIELD,
 DL4042'AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4043 ***********************************************************************
 DL4043  DESIGNATION -  46622
 DL4043  PID         -  DL4043
 DL4043  STATE/COUNTY-  MI/LENAWEE
 DL4043  COUNTRY     -  US
 DL4043  USGS QUAD   -  TIPTON (2017)
 DL4043
 DL4043                         *CURRENT SURVEY CONTROL
 DL4043  ______________________________________________________________________
 DL4043* NAD 83(2011) POSITION- 42 00 34.28390(N) 084 00 21.06193(W)   ADJUSTED
 DL4043* NAD 83(2011) ELLIP HT-   230.873 (meters)        (06/27/12)   ADJUSTED
 DL4043* NAD 83(2011) EPOCH   -  2010.00
 DL4043* NAVD 88 ORTHO HEIGHT -   265.660 (meters)      871.59  (feet) ADJUSTED
 DL4043  ______________________________________________________________________
 DL4043  GEOID HEIGHT    -        -34.795 (meters)                     GEOID18
 DL4043  NAD 83(2011) X  -    495,658.433 (meters)                     COMP
 DL4043  NAD 83(2011) Y  - -4,720,511.670 (meters)                     COMP
 DL4043  NAD 83(2011) Z  -  4,246,544.378 (meters)                     COMP
 DL4043  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DL4043  DYNAMIC HEIGHT  -        265.559 (meters)      871.25  (feet) COMP
 DL4043  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 DL4043
 DL4043  VERT ORDER      -  FIRST     CLASS II
 DL4043
 DL4043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4043  Standards:
 DL4043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4043  -------------------------------------------------------------------
 DL4043  NETWORK    0.19   0.31           0.09   0.06   0.16     -0.03610511
 DL4043  -------------------------------------------------------------------
 DL4043  Click here for local accuracies and other accuracy information.
 DL4043
 DL4043.The horizontal coordinates were established by GPS observations
 DL4043.and adjusted by the National Geodetic Survey in June 2012.
 DL4043
 DL4043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4043.been affixed to the stable North American tectonic plate. See 
 DL4043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4043
 DL4043.The horizontal coordinates are valid at the epoch date displayed above
 DL4043.which is a decimal equivalence of Year/Month/Day.
 DL4043
 DL4043.The orthometric height was determined by differential leveling and
 DL4043.adjusted by the NATIONAL GEODETIC SURVEY
 DL4043.in September 2009.
 DL4043
 DL4043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4043.GEOID18 height accuracy estimate available here.
 DL4043
 DL4043.Click photographs - Photos may exist for this station.
 DL4043
 DL4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4043
 DL4043.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4043
 DL4043.The ellipsoidal height was determined by GPS observations
 DL4043.and is referenced to NAD 83.
 DL4043
 DL4043.The dynamic height is computed by dividing the NAVD 88
 DL4043.geopotential number by the normal gravity value computed on the
 DL4043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4043.degrees latitude (g = 980.6199 gals.).
 DL4043
 DL4043.The modeled gravity was interpolated from observed gravity values.
 DL4043
 DL4043. The following values were computed from the NAD 83(2011) position.
 DL4043
 DL4043;                    North         East     Units Scale Factor Converg.
 DL4043;SPC MI S     -    56,661.868 4,029,890.019   MT  1.00002265   +0 14 44.0
 DL4043;SPC MI S     -   185,898.52 13,221,423.95   iFT  1.00002265   +0 14 44.0
 DL4043;UTM  16      - 4,655,171.429   747,943.307   MT  1.00035652   +2 00 17.5
 DL4043;UTM  17      - 4,655,205.418   251,087.642   MT  1.00036245   -2 00 45.8
 DL4043
 DL4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4043!SPC MI S     -   0.99996379  x   1.00002265  =   0.99998644
 DL4043!UTM  16      -   0.99996379  x   1.00035652  =   1.00032030
 DL4043!UTM  17      -   0.99996379  x   1.00036245  =   1.00032623
 DL4043
 DL4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4794355171(NAD 83)
 DL4043
 DL4043                          SUPERSEDED SURVEY CONTROL
 DL4043
 DL4043  NAD 83(2007)-  42 00 34.28406(N)    084 00 21.06266(W) AD(2002.00) B
 DL4043  ELLIP H (10/19/09)  230.889  (m)                       GP(2002.00) 1 1
 DL4043
 DL4043.Superseded values are not recommended for survey control.
 DL4043
 DL4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4043.See file dsdata.pdf to determine how the superseded data were derived.
 DL4043
 DL4043_MARKER: DD = SURVEY DISK
 DL4043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4043_STAMPING: 46622 2008
 DL4043_MARK LOGO: MIDT
 DL4043_PROJECTION: FLUSH
 DL4043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4043+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 DL4043
 DL4043  HISTORY     - Date     Condition        Report By
 DL4043  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4043  HISTORY     - 20200722 GOOD             MIDT
 DL4043
 DL4043                          STATION DESCRIPTION
 DL4043
 DL4043'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4043'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF
 DL4043'ADRIAN, 3.2 MI (5.1 KM) WEST OF TECUMSEH AND 3.0 MI (4.8 KM) EAST OF
 DL4043'TIPTON.
 DL4043'
 DL4043'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH HIGHWAY 50, 3.1 MI
 DL4043'(5.0 KM) WEST OF TECUMSEH, GO TO THE SOUTHWEST QUADRANT OF THE
 DL4043'INTERSECTION AND THE STATION.
 DL4043'
 DL4043'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4043'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4043'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4043'
 DL4043'THE STATION IS 90 FT (27.4 M) WEST OF THE EDGE OF CURB OF STATE
 DL4043'HIGHWAY 52 (ADRIAN HIGHWAY), 5 FT (1.5 M) SOUTH OF THE EDGE OF CURB OF
 DL4043'STATE HIGHWAY 50 (MONROE ROAD), AND 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL4043'CARSONITE WITNESS POST.
 DL4043
 DL4043                          STATION RECOVERY (2020)
 DL4043
 DL4043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4044 ***********************************************************************
 DL4044  DESIGNATION -  46623
 DL4044  PID         -  DL4044
 DL4044  STATE/COUNTY-  MI/LENAWEE
 DL4044  COUNTRY     -  US
 DL4044  USGS QUAD   -  TIPTON (2017)
 DL4044
 DL4044                         *CURRENT SURVEY CONTROL
 DL4044  ______________________________________________________________________
 DL4044* NAD 83(1986) POSITION- 42 01 44.74   (N) 084 00 43.57   (W)   HD_HELD1
 DL4044* NAVD 88 ORTHO HEIGHT -   263.126 (meters)      863.27  (feet) ADJUSTED
 DL4044  ______________________________________________________________________
 DL4044  GEOID HEIGHT    -        -34.754 (meters)                     GEOID18
 DL4044  DYNAMIC HEIGHT  -        263.027 (meters)      862.95  (feet) COMP
 DL4044  MODELED GRAVITY -    980,238.2   (mgal)                       NAVD 88
 DL4044
 DL4044  VERT ORDER      -  FIRST     CLASS II
 DL4044
 DL4044.The horizontal coordinates were determined by differentially corrected
 DL4044.hand held GPS observations or other comparable positioning techniques
 DL4044.and have an estimated accuracy of +/- 3 meters.
 DL4044
 DL4044.The orthometric height was determined by differential leveling and
 DL4044.adjusted by the NATIONAL GEODETIC SURVEY
 DL4044.in September 2009.
 DL4044
 DL4044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4044.GEOID18 height accuracy estimate available here.
 DL4044
 DL4044.Click photographs - Photos may exist for this station.
 DL4044
 DL4044.The dynamic height is computed by dividing the NAVD 88
 DL4044.geopotential number by the normal gravity value computed on the
 DL4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4044.degrees latitude (g = 980.6199 gals.).
 DL4044
 DL4044.The modeled gravity was interpolated from observed gravity values.
 DL4044
 DL4044;                    North         East    Units  Estimated Accuracy
 DL4044;SPC MI S     -    58,833.5   4,029,362.9     MT  (+/- 3 meters HH1 GPS) 
 DL4044
 DL4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4734957326(NAD 83)
 DL4044
 DL4044                          SUPERSEDED SURVEY CONTROL
 DL4044
 DL4044.No superseded survey control is available for this station.
 DL4044
 DL4044_MARKER: DD = SURVEY DISK
 DL4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4044_STAMPING: 46623 2008
 DL4044_MARK LOGO: MIDT
 DL4044_PROJECTION: FLUSH
 DL4044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4044+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2025
 DL4044
 DL4044  HISTORY     - Date     Condition        Report By
 DL4044  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4044  HISTORY     - 20250319 GOOD             MCA
 DL4044
 DL4044                          STATION DESCRIPTION
 DL4044
 DL4044'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4044'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF MACON,
 DL4044'3.9 MI (6.3 KM) WEST-NORTHWEST OF TECUMSEH AND 2.8 MI (4.5 KM)
 DL4044'EAST-NORTHEAST OF TIPTON.
 DL4044'
 DL4044'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH HIGHWAY 50, 3.1 MI
 DL4044'(5.0 KM) WEST OF TECUMSEH, GO NORTH ON HIGHWAY 52 FOR 1.4 MI (2.3 KM)
 DL4044'TO THE JUNCTION OF HIGHWAY 52 WITH WEST MUNGER ROAD AND THE STATION ON
 DL4044'THE LEFT.
 DL4044'
 DL4044'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4044'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4044'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4044'
 DL4044'THE STATION IS 1.3 MI (2.1 KM) NORTH OF STATE HIGHWAY 50 (MONROE
 DL4044'ROAD), 90 FT (27.4 M) WEST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY
 DL4044'52, 50 FT (15.2 M) SOUTH OF THE CENTER OF MUNGER ROAD, AND 3.3 FT (1.0
 DL4044'M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4044
 DL4044                          STATION RECOVERY (2025)
 DL4044
 DL4044'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DL4044'SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4045 ***********************************************************************
 DL4045  DESIGNATION -  46624
 DL4045  PID         -  DL4045
 DL4045  STATE/COUNTY-  MI/LENAWEE
 DL4045  COUNTRY     -  US
 DL4045  USGS QUAD   -  TIPTON (2017)
 DL4045
 DL4045                         *CURRENT SURVEY CONTROL
 DL4045  ______________________________________________________________________
 DL4045* NAD 83(1986) POSITION- 42 03 31.71   (N) 084 00 45.59   (W)   HD_HELD1
 DL4045* NAVD 88 ORTHO HEIGHT -   282.408 (meters)      926.53  (feet) ADJUSTED
 DL4045  ______________________________________________________________________
 DL4045  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 DL4045  DYNAMIC HEIGHT  -        282.303 (meters)      926.19  (feet) COMP
 DL4045  MODELED GRAVITY -    980,240.4   (mgal)                       NAVD 88
 DL4045
 DL4045  VERT ORDER      -  FIRST     CLASS II
 DL4045
 DL4045.The horizontal coordinates were determined by differentially corrected
 DL4045.hand held GPS observations or other comparable positioning techniques
 DL4045.and have an estimated accuracy of +/- 3 meters.
 DL4045
 DL4045.The orthometric height was determined by differential leveling and
 DL4045.adjusted by the NATIONAL GEODETIC SURVEY
 DL4045.in September 2009.
 DL4045
 DL4045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4045.GEOID18 height accuracy estimate available here.
 DL4045
 DL4045.Click photographs - Photos may exist for this station.
 DL4045
 DL4045.The dynamic height is computed by dividing the NAVD 88
 DL4045.geopotential number by the normal gravity value computed on the
 DL4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4045.degrees latitude (g = 980.6199 gals.).
 DL4045
 DL4045.The modeled gravity was interpolated from observed gravity values.
 DL4045
 DL4045;                    North         East    Units  Estimated Accuracy
 DL4045;SPC MI S     -    62,133.8   4,029,302.6     MT  (+/- 3 meters HH1 GPS) 
 DL4045
 DL4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4718760624(NAD 83)
 DL4045
 DL4045                          SUPERSEDED SURVEY CONTROL
 DL4045
 DL4045.No superseded survey control is available for this station.
 DL4045
 DL4045_MARKER: DD = SURVEY DISK
 DL4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4045_STAMPING: 46624 2008
 DL4045_MARK LOGO: MIDT
 DL4045_PROJECTION: FLUSH
 DL4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4045+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2025
 DL4045
 DL4045  HISTORY     - Date     Condition        Report By
 DL4045  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4045  HISTORY     - 20250319 GOOD             MCA
 DL4045
 DL4045                          STATION DESCRIPTION
 DL4045
 DL4045'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4045'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DL4045'MANCHESTER, 5.1 MI (8.2 KM) NORTHWEST OF TECUMSEH AND 3.9 MI (6.3 KM)
 DL4045'NORTHEAST OF TIPTON.
 DL4045'
 DL4045'TO REACH FROM THE INTERSECTION OF US 12 WITH STATE HIGHWAY 52 ABOUT
 DL4045'2.2 MI (3.5 KM) WEST OF CLINTON ALONG HIGHWAY 12, GO SOUTH ON HIGHWAY
 DL4045'52 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT AT THE INTERSECTION
 DL4045'OF STATE HIGHWAY 52 WITH SERVICE ROAD.
 DL4045'
 DL4045'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4045'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4045'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4045'
 DL4045'THE STATION IS 0.9 MI (1.4 KM) SOUTH OF US HIGHWAY 12, 90 FT (27.4 M)
 DL4045'EAST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 52, 55 FT (16.8 M) NORTH
 DL4045'OF THE CENTER OF SERVICE ROAD, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE
 DL4045'CARSONITE WITNESS POST.
 DL4045
 DL4045                          STATION RECOVERY (2025)
 DL4045
 DL4045'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DL4045'SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4046 ***********************************************************************
 DL4046  DESIGNATION -  46625
 DL4046  PID         -  DL4046
 DL4046  STATE/COUNTY-  MI/LENAWEE
 DL4046  COUNTRY     -  US
 DL4046  USGS QUAD   -  TIPTON (2017)
 DL4046
 DL4046                         *CURRENT SURVEY CONTROL
 DL4046  ______________________________________________________________________
 DL4046* NAD 83(2011) POSITION- 42 04 17.09636(N) 084 00 49.50786(W)   ADJUSTED
 DL4046* NAD 83(2011) ELLIP HT-   232.056 (meters)        (06/27/12)   ADJUSTED
 DL4046* NAD 83(2011) EPOCH   -  2010.00
 DL4046* NAVD 88 ORTHO HEIGHT -   266.727 (meters)      875.09  (feet) ADJUSTED
 DL4046  ______________________________________________________________________
 DL4046  GEOID HEIGHT    -        -34.671 (meters)                     GEOID18
 DL4046  NAD 83(2011) X  -    494,527.386 (meters)                     COMP
 DL4046  NAD 83(2011) Y  - -4,716,002.157 (meters)                     COMP
 DL4046  NAD 83(2011) Z  -  4,251,650.955 (meters)                     COMP
 DL4046  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DL4046  DYNAMIC HEIGHT  -        266.628 (meters)      874.76  (feet) COMP
 DL4046  MODELED GRAVITY -    980,241.5   (mgal)                       NAVD 88
 DL4046
 DL4046  VERT ORDER      -  FIRST     CLASS II
 DL4046
 DL4046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4046  Standards:
 DL4046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4046  -------------------------------------------------------------------
 DL4046  NETWORK    0.38   0.63           0.18   0.11   0.32      0.21160537
 DL4046  -------------------------------------------------------------------
 DL4046  Click here for local accuracies and other accuracy information.
 DL4046
 DL4046.The horizontal coordinates were established by GPS observations
 DL4046.and adjusted by the National Geodetic Survey in June 2012.
 DL4046
 DL4046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4046.been affixed to the stable North American tectonic plate. See 
 DL4046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4046
 DL4046.The horizontal coordinates are valid at the epoch date displayed above
 DL4046.which is a decimal equivalence of Year/Month/Day.
 DL4046
 DL4046.The orthometric height was determined by differential leveling and
 DL4046.adjusted by the NATIONAL GEODETIC SURVEY
 DL4046.in September 2009.
 DL4046
 DL4046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4046.GEOID18 height accuracy estimate available here.
 DL4046
 DL4046.Click photographs - Photos may exist for this station.
 DL4046
 DL4046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4046
 DL4046.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4046
 DL4046.The ellipsoidal height was determined by GPS observations
 DL4046.and is referenced to NAD 83.
 DL4046
 DL4046.The dynamic height is computed by dividing the NAVD 88
 DL4046.geopotential number by the normal gravity value computed on the
 DL4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4046.degrees latitude (g = 980.6199 gals.).
 DL4046
 DL4046.The modeled gravity was interpolated from observed gravity values.
 DL4046
 DL4046. The following values were computed from the NAD 83(2011) position.
 DL4046
 DL4046;                    North         East     Units Scale Factor Converg.
 DL4046;SPC MI S     -    63,533.769 4,029,206.633   MT  1.00000689   +0 14 24.6
 DL4046;SPC MI S     -   208,444.12 13,219,181.87   iFT  1.00000689   +0 14 24.6
 DL4046;UTM  16      - 4,662,021.413   747,048.817   MT  1.00035106   +2 00 07.1
 DL4046;UTM  17      - 4,662,101.325   250,675.562   MT  1.00036496   -2 01 13.5
 DL4046
 DL4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4046!SPC MI S     -   0.99996361  x   1.00000689  =   0.99997050
 DL4046!UTM  16      -   0.99996361  x   1.00035106  =   1.00031465
 DL4046!UTM  17      -   0.99996361  x   1.00036496  =   1.00032855
 DL4046
 DL4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4704862021(NAD 83)
 DL4046
 DL4046                          SUPERSEDED SURVEY CONTROL
 DL4046
 DL4046  NAD 83(2007)-  42 04 17.09655(N)    084 00 49.50871(W) AD(2002.00) B
 DL4046  ELLIP H (10/23/09)  232.063  (m)                       GP(2002.00) 3 1
 DL4046
 DL4046.Superseded values are not recommended for survey control.
 DL4046
 DL4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4046.See file dsdata.pdf to determine how the superseded data were derived.
 DL4046
 DL4046_MARKER: DD = SURVEY DISK
 DL4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4046_STAMPING: 46625 2008
 DL4046_MARK LOGO: MIDT
 DL4046_PROJECTION: FLUSH
 DL4046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4046+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2025
 DL4046
 DL4046  HISTORY     - Date     Condition        Report By
 DL4046  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4046  HISTORY     - 20250319 GOOD             MCA
 DL4046
 DL4046                          STATION DESCRIPTION
 DL4046
 DL4046'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4046'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF TECUMSEH,
 DL4046'5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF MANCHESTER AND 4.6 MI (7.4 KM)
 DL4046'NORTHEAST OF TIPTON.
 DL4046'
 DL4046'TO REACH FROM THE INTERSECTION OF US 12 WITH JACKSON STREET IN
 DL4046'CLINTON, GO WEST ON US 12 FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF US
 DL4046'HIGHWAY 12 WITH STATE HIGHWAY 52 AND THE STATION ON THE LEFT.
 DL4046'
 DL4046'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4046'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4046'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4046'
 DL4046'THE STATION IS 41 FT (12.5 M) WEST OF THE EDGE OF CURB OF STATE
 DL4046'HIGHWAY 52, 21 FT (6.4 M) SOUTH OF THE EDGE OF PAVEMENT OF US HIGHWAY
 DL4046'12, 15 FT (4.6 M) WEST THE SOUTH END OF A 36 INCH (91 CM) REINFORCED
 DL4046'CONCRETE CULVERT PIPE, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL4046'WITNESS POST.
 DL4046
 DL4046                          STATION RECOVERY (2025)
 DL4046
 DL4046'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DL4046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4058 ***********************************************************************
 DL4058  DESIGNATION -  46626
 DL4058  PID         -  DL4058
 DL4058  STATE/COUNTY-  MI/LENAWEE
 DL4058  COUNTRY     -  US
 DL4058  USGS QUAD   -  TECUMSEH NORTH (2017)
 DL4058
 DL4058                         *CURRENT SURVEY CONTROL
 DL4058  ______________________________________________________________________
 DL4058* NAD 83(1986) POSITION- 42 00 26.66   (N) 083 59 03.96   (W)   HD_HELD1
 DL4058* NAVD 88 ORTHO HEIGHT -   256.684 (meters)      842.14  (feet) ADJUSTED
 DL4058  ______________________________________________________________________
 DL4058  GEOID HEIGHT    -        -34.821 (meters)                     GEOID18
 DL4058  DYNAMIC HEIGHT  -        256.586 (meters)      841.82  (feet) COMP
 DL4058  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 DL4058
 DL4058  VERT ORDER      -  FIRST     CLASS II
 DL4058
 DL4058.The horizontal coordinates were determined by differentially corrected
 DL4058.hand held GPS observations or other comparable positioning techniques
 DL4058.and have an estimated accuracy of +/- 3 meters.
 DL4058
 DL4058.The orthometric height was determined by differential leveling and
 DL4058.adjusted by the NATIONAL GEODETIC SURVEY
 DL4058.in September 2009.
 DL4058
 DL4058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4058.GEOID18 height accuracy estimate available here.
 DL4058
 DL4058.Click photographs - Photos may exist for this station.
 DL4058
 DL4058.The dynamic height is computed by dividing the NAVD 88
 DL4058.geopotential number by the normal gravity value computed on the
 DL4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4058.degrees latitude (g = 980.6199 gals.).
 DL4058
 DL4058.The modeled gravity was interpolated from observed gravity values.
 DL4058
 DL4058;                    North         East    Units  Estimated Accuracy
 DL4058;SPC MI S     -    56,434.5   4,031,665.3     MT  (+/- 3 meters HH1 GPS) 
 DL4058
 DL4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5285354908(NAD 83)
 DL4058
 DL4058                          SUPERSEDED SURVEY CONTROL
 DL4058
 DL4058.No superseded survey control is available for this station.
 DL4058
 DL4058_MARKER: DD = SURVEY DISK
 DL4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4058_STAMPING: 46626 2008
 DL4058_MARK LOGO: MIDT
 DL4058_PROJECTION: FLUSH
 DL4058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4058+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4058
 DL4058  HISTORY     - Date     Condition        Report By
 DL4058  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4058
 DL4058                          STATION DESCRIPTION
 DL4058
 DL4058'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4058'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF MACON, 4.2
 DL4058'MI (6.8 KM) EAST OF TIPTON AND 2.0 MI (3.2 KM) WEST OF TECUMSEH.
 DL4058'
 DL4058'TO REACH FROM THE INTERSECTION OF HIGHWAY 50 WITH HIGHWAY 52, 3.2 MI
 DL4058'(5.1 KM) WEST OF TECUMSEH, GO EAST ON HIGHWAY 50 FOR 1.1 MI (1.8 KM)
 DL4058'TO MATTHEWS HIGHWAY.
 DL4058'
 DL4058'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4058'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4058'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4058'
 DL4058'THE STATION IS 250 FT (76.2 M) NORTH OF M-50, 65 FT (19.8 M) SOUTH OF
 DL4058'DRIVEWAY OPENING FOR HARLEY DAVIDSON MOTORCYCLES, 34 FT (10.4 M) NORTH
 DL4058'OF A METAL POST FOR A --DO NOT PASS-- SIGN, 9 FT (2.7 M) EAST OF EDGE
 DL4058'OF PAVEMENT OF MATTHEWS HIGHWAY, AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL4058'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4059 ***********************************************************************
 DL4059  DESIGNATION -  46627
 DL4059  PID         -  DL4059
 DL4059  STATE/COUNTY-  MI/LENAWEE
 DL4059  COUNTRY     -  US
 DL4059  USGS QUAD   -  TECUMSEH NORTH (2017)
 DL4059
 DL4059                         *CURRENT SURVEY CONTROL
 DL4059  ______________________________________________________________________
 DL4059* NAD 83(1986) POSITION- 42 00 25.06   (N) 083 57 41.37   (W)   HD_HELD1
 DL4059* NAVD 88 ORTHO HEIGHT -   247.824 (meters)      813.07  (feet) ADJUSTED
 DL4059  ______________________________________________________________________
 DL4059  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 DL4059  DYNAMIC HEIGHT  -        247.730 (meters)      812.76  (feet) COMP
 DL4059  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 DL4059
 DL4059  VERT ORDER      -  FIRST     CLASS II
 DL4059
 DL4059.The horizontal coordinates were determined by differentially corrected
 DL4059.hand held GPS observations or other comparable positioning techniques
 DL4059.and have an estimated accuracy of +/- 3 meters.
 DL4059
 DL4059.The orthometric height was determined by differential leveling and
 DL4059.adjusted by the NATIONAL GEODETIC SURVEY
 DL4059.in September 2009.
 DL4059
 DL4059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4059.GEOID18 height accuracy estimate available here.
 DL4059
 DL4059.Click photographs - Photos may exist for this station.
 DL4059
 DL4059.The dynamic height is computed by dividing the NAVD 88
 DL4059.geopotential number by the normal gravity value computed on the
 DL4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4059.degrees latitude (g = 980.6199 gals.).
 DL4059
 DL4059.The modeled gravity was interpolated from observed gravity values.
 DL4059
 DL4059;                    North         East    Units  Estimated Accuracy
 DL4059;SPC MI S     -    56,394.0   4,033,566.1     MT  (+/- 3 meters HH1 GPS) 
 DL4059
 DL4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5475154792(NAD 83)
 DL4059
 DL4059                          SUPERSEDED SURVEY CONTROL
 DL4059
 DL4059.No superseded survey control is available for this station.
 DL4059
 DL4059_MARKER: DD = SURVEY DISK
 DL4059_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4059_SP_SET: BRIDGE PARAPET
 DL4059_STAMPING: 46627 2008
 DL4059_MARK LOGO: MIDT
 DL4059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4059+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2018
 DL4059
 DL4059  HISTORY     - Date     Condition        Report By
 DL4059  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4059  HISTORY     - 20180509 GOOD             INDIV
 DL4059
 DL4059                          STATION DESCRIPTION
 DL4059
 DL4059'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4059'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF MACON, 5.3
 DL4059'MI (8.5 KM) EAST OF TIPTON AND 0.9 MI (1.4 KM) WEST-NORTHWEST OF
 DL4059'TECUMSEH.
 DL4059'
 DL4059'TO REACH FROM THE INTERSECTION OF HIGHWAY 50 WITH EVENS STREET IN
 DL4059'TECUMSEH, GO WEST ON HIGHWAY 50 FOR 0.9 MI (1.4 KM) AND THE STATION IS
 DL4059'LOCATED IN THE TECUMSEH HIGH SCHOOL ENTRANCE BRIDGE OVER EVANS CREEK.
 DL4059'
 DL4059'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4059'MODERNIZATION MARK DISK SET IN THE SOUTH END OF THE WEST PARAPET.
 DL4059'
 DL4059'THE STATION IS 15 FT (4.6 M) WEST OF EDGE OF CURB OF DRIVEWAY OPENING
 DL4059'TO TECUMSEH HIGH SCHOOL.
 DL4059
 DL4059                          STATION RECOVERY (2018)
 DL4059
 DL4059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MFM)
 DL4059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4060 ***********************************************************************
 DL4060  DESIGNATION -  46628
 DL4060  PID         -  DL4060
 DL4060  STATE/COUNTY-  MI/LENAWEE
 DL4060  COUNTRY     -  US
 DL4060  USGS QUAD   -  TECUMSEH NORTH (2017)
 DL4060
 DL4060                         *CURRENT SURVEY CONTROL
 DL4060  ______________________________________________________________________
 DL4060* NAD 83(1986) POSITION- 42 00 13.23   (N) 083 55 52.52   (W)   HD_HELD1
 DL4060* NAVD 88 ORTHO HEIGHT -   230.962 (meters)      757.75  (feet) ADJUSTED
 DL4060  ______________________________________________________________________
 DL4060  GEOID HEIGHT    -        -34.877 (meters)                     GEOID18
 DL4060  DYNAMIC HEIGHT  -        230.874 (meters)      757.46  (feet) COMP
 DL4060  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 DL4060
 DL4060  VERT ORDER      -  FIRST     CLASS II
 DL4060
 DL4060.The horizontal coordinates were determined by differentially corrected
 DL4060.hand held GPS observations or other comparable positioning techniques
 DL4060.and have an estimated accuracy of +/- 3 meters.
 DL4060
 DL4060.The orthometric height was determined by differential leveling and
 DL4060.adjusted by the NATIONAL GEODETIC SURVEY
 DL4060.in September 2009.
 DL4060
 DL4060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4060.GEOID18 height accuracy estimate available here.
 DL4060
 DL4060.Click photographs - Photos may exist for this station.
 DL4060
 DL4060.The dynamic height is computed by dividing the NAVD 88
 DL4060.geopotential number by the normal gravity value computed on the
 DL4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4060.degrees latitude (g = 980.6199 gals.).
 DL4060
 DL4060.The modeled gravity was interpolated from observed gravity values.
 DL4060
 DL4060;                    North         East    Units  Estimated Accuracy
 DL4060;SPC MI S     -    56,041.5   4,036,072.8     MT  (+/- 3 meters HH1 GPS) 
 DL4060
 DL4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5724354341(NAD 83)
 DL4060
 DL4060                          SUPERSEDED SURVEY CONTROL
 DL4060
 DL4060.No superseded survey control is available for this station.
 DL4060
 DL4060_MARKER: DD = SURVEY DISK
 DL4060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL4060_SP_SET: BRIDGE WING WALL
 DL4060_STAMPING: 46628 2008
 DL4060_MARK LOGO: MIDT
 DL4060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4060+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DL4060
 DL4060  HISTORY     - Date     Condition        Report By
 DL4060  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4060  HISTORY     - 20241007 GOOD             MCA
 DL4060
 DL4060                          STATION DESCRIPTION
 DL4060
 DL4060'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4060'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF TIPTON, 5.4 MI
 DL4060'(8.7 KM) SOUTHWEST OF MACON AND 0.7 MI (1.1 KM) EAST OF TECUMSEH.  TO
 DL4060'REACH FROM THE INTERSECTION OF HIGHWAY 50 WITH EVENS STREET IN
 DL4060'TECUMSEH, GO EAST ON HIGHWAY 50 FOR 0.7 MI (1.1 KM) THE STATE HIGHWAY
 DL4060'50 (CHICAGO BOULEVARD) BRIDGE --MB1 OF 46-21-4-- OVER THE RAISIN
 DL4060'RIVER.
 DL4060'
 DL4060'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4060'MODERNIZATION MARK DISK SET IN THE SOUTH WING WALL OF THE EAST
 DL4060'ABUTMENT.
 DL4060'
 DL4060'THE STATION IS 8 FT (2.4 M) SOUTH OF EDGE OF CURB OF STATE HIGHWAY 50.
 DL4060
 DL4060                          STATION RECOVERY (2024)
 DL4060
 DL4060'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 DL4060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4061 ***********************************************************************
 DL4061  DESIGNATION -  46629
 DL4061  PID         -  DL4061
 DL4061  STATE/COUNTY-  MI/LENAWEE
 DL4061  COUNTRY     -  US
 DL4061  USGS QUAD   -  TECUMSEH SOUTH (2017)
 DL4061
 DL4061                         *CURRENT SURVEY CONTROL
 DL4061  ______________________________________________________________________
 DL4061* NAD 83(2011) POSITION- 41 59 56.26268(N) 083 54 05.95272(W)   ADJUSTED
 DL4061* NAD 83(2011) ELLIP HT-   203.229 (meters)        (06/27/12)   ADJUSTED
 DL4061* NAD 83(2011) EPOCH   -  2010.00
 DL4061* NAVD 88 ORTHO HEIGHT -   238.135 (meters)      781.28  (feet) ADJUSTED
 DL4061  ______________________________________________________________________
 DL4061  GEOID HEIGHT    -        -34.907 (meters)                     GEOID18
 DL4061  NAD 83(2011) X  -    504,323.458 (meters)                     COMP
 DL4061  NAD 83(2011) Y  - -4,720,362.647 (meters)                     COMP
 DL4061  NAD 83(2011) Z  -  4,245,654.127 (meters)                     COMP
 DL4061  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DL4061  DYNAMIC HEIGHT  -        238.045 (meters)      780.99  (feet) COMP
 DL4061  MODELED GRAVITY -    980,238.4   (mgal)                       NAVD 88
 DL4061
 DL4061  VERT ORDER      -  FIRST     CLASS II
 DL4061
 DL4061  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4061  Standards:
 DL4061         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4061            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4061  -------------------------------------------------------------------
 DL4061  NETWORK    0.26   0.35           0.12   0.08   0.18     -0.10621676
 DL4061  -------------------------------------------------------------------
 DL4061  Click here for local accuracies and other accuracy information.
 DL4061
 DL4061.The horizontal coordinates were established by GPS observations
 DL4061.and adjusted by the National Geodetic Survey in June 2012.
 DL4061
 DL4061.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4061.been affixed to the stable North American tectonic plate. See 
 DL4061.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4061
 DL4061.The horizontal coordinates are valid at the epoch date displayed above
 DL4061.which is a decimal equivalence of Year/Month/Day.
 DL4061
 DL4061.The orthometric height was determined by differential leveling and
 DL4061.adjusted by the NATIONAL GEODETIC SURVEY
 DL4061.in September 2009.
 DL4061
 DL4061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4061.GEOID18 height accuracy estimate available here.
 DL4061
 DL4061.Click photographs - Photos may exist for this station.
 DL4061
 DL4061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4061
 DL4061.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4061
 DL4061.The ellipsoidal height was determined by GPS observations
 DL4061.and is referenced to NAD 83.
 DL4061
 DL4061.The dynamic height is computed by dividing the NAVD 88
 DL4061.geopotential number by the normal gravity value computed on the
 DL4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4061.degrees latitude (g = 980.6199 gals.).
 DL4061
 DL4061.The modeled gravity was interpolated from observed gravity values.
 DL4061
 DL4061. The following values were computed from the NAD 83(2011) position.
 DL4061
 DL4061;                    North         East     Units Scale Factor Converg.
 DL4061;SPC MI S     -    55,531.095 4,038,528.103   MT  1.00002545   +0 18 59.2
 DL4061;SPC MI S     -   182,188.63 13,249,764.12   iFT  1.00002545   +0 18 59.2
 DL4061;UTM  17      - 4,653,734.641   259,677.135   MT  1.00031073   -1 56 32.9
 DL4061
 DL4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4061!SPC MI S     -   0.99996813  x   1.00002545  =   0.99999358
 DL4061!UTM  17      -   0.99996813  x   1.00031073  =   1.00027885
 DL4061
 DL4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5967753734(NAD 83)
 DL4061
 DL4061                          SUPERSEDED SURVEY CONTROL
 DL4061
 DL4061  NAD 83(2007)-  41 59 56.26288(N)    083 54 05.95346(W) AD(2002.00) B
 DL4061  ELLIP H (10/23/09)  203.248  (m)                       GP(2002.00) 3 1
 DL4061
 DL4061.Superseded values are not recommended for survey control.
 DL4061
 DL4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4061.See file dsdata.pdf to determine how the superseded data were derived.
 DL4061
 DL4061_MARKER: DD = SURVEY DISK
 DL4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4061_STAMPING: 46629 2008
 DL4061_MARK LOGO: MIDT
 DL4061_PROJECTION: FLUSH
 DL4061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4061+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DL4061
 DL4061  HISTORY     - Date     Condition        Report By
 DL4061  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4061  HISTORY     - 20200722 GOOD             MIDT
 DL4061  HISTORY     - 20241007 GOOD             MCA
 DL4061
 DL4061                          STATION DESCRIPTION
 DL4061
 DL4061'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4061'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF TIPTON, 5.0 MI
 DL4061'(8.0 KM) SOUTH-SOUTHWEST OF MACON AND 2.3 MI (3.7 KM) EAST OF
 DL4061'TECUMSEH.
 DL4061'
 DL4061'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4061'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4061'EAST-SOUTHEAST OF TECUMSEH, MI, GO WEST-NORTHWEST ON HIGHWAY 50 FOR
 DL4061'3.0 MI (4.8 KM) TO HENDERSHOT HIGHWAY, CONTINUE WEST-NORTHWEST ON
 DL4061'HIGHWAY 50 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DL4061'
 DL4061'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4061'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4061'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4061'
 DL4061'THE STATION IS 14.5 FT (4.4 M) SOUTH OF EDGE OF PAVEMENT OF M-50, AND
 DL4061'3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4061
 DL4061                          STATION RECOVERY (2020)
 DL4061
 DL4061'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4061'RECOVERED IN GOOD CONDITION.
 DL4061
 DL4061                          STATION RECOVERY (2024)
 DL4061
 DL4061'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 DL4061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4062 ***********************************************************************
 DL4062  DESIGNATION -  46630
 DL4062  PID         -  DL4062
 DL4062  STATE/COUNTY-  MI/LENAWEE
 DL4062  COUNTRY     -  US
 DL4062  USGS QUAD   -  TECUMSEH SOUTH (2017)
 DL4062
 DL4062                         *CURRENT SURVEY CONTROL
 DL4062  ______________________________________________________________________
 DL4062* NAD 83(1986) POSITION- 41 59 44.47   (N) 083 52 36.53   (W)   HD_HELD1
 DL4062* NAVD 88 ORTHO HEIGHT -   228.557 (meters)      749.86  (feet) ADJUSTED
 DL4062  ______________________________________________________________________
 DL4062  GEOID HEIGHT    -        -34.929 (meters)                     GEOID18
 DL4062  DYNAMIC HEIGHT  -        228.471 (meters)      749.58  (feet) COMP
 DL4062  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 DL4062
 DL4062  VERT ORDER      -  FIRST     CLASS II
 DL4062
 DL4062.The horizontal coordinates were determined by differentially corrected
 DL4062.hand held GPS observations or other comparable positioning techniques
 DL4062.and have an estimated accuracy of +/- 3 meters.
 DL4062
 DL4062.The orthometric height was determined by differential leveling and
 DL4062.adjusted by the NATIONAL GEODETIC SURVEY
 DL4062.in September 2009.
 DL4062
 DL4062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4062.GEOID18 height accuracy estimate available here.
 DL4062
 DL4062.Click photographs - Photos may exist for this station.
 DL4062
 DL4062.The dynamic height is computed by dividing the NAVD 88
 DL4062.geopotential number by the normal gravity value computed on the
 DL4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4062.degrees latitude (g = 980.6199 gals.).
 DL4062
 DL4062.The modeled gravity was interpolated from observed gravity values.
 DL4062
 DL4062;                    North         East    Units  Estimated Accuracy
 DL4062;SPC MI S     -    55,178.9   4,040,588.3     MT  (+/- 3 meters HH1 GPS) 
 DL4062
 DL4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6172253301(NAD 83)
 DL4062
 DL4062                          SUPERSEDED SURVEY CONTROL
 DL4062
 DL4062.No superseded survey control is available for this station.
 DL4062
 DL4062_MARKER: DD = SURVEY DISK
 DL4062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL4062_SP_SET: BRIDGE WING WALL
 DL4062_STAMPING: 46630 2008
 DL4062_MARK LOGO: MIDT
 DL4062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4062+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DL4062
 DL4062  HISTORY     - Date     Condition        Report By
 DL4062  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4062  HISTORY     - 20241007 GOOD             MCA
 DL4062
 DL4062                          STATION DESCRIPTION
 DL4062
 DL4062'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4062'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF DEERFIELD,
 DL4062'4.9 MI (7.9 KM) SOUTH OF MACON AND 3.6 MI (5.8 KM) EAST OF TECUMSEH.
 DL4062'
 DL4062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4062'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4062'EAST-SOUTHEAST OF TECUMSEH, MI, GO WEST-NORTHWEST ON HIGHWAY 50 FOR
 DL4062'2.5 MI (4.0 KM) TO BRIDGE --B03-46082-- OVER THE SOUTH BRANCH OF MACON
 DL4062'CREEK AND THE STATION ON THE LEFT.
 DL4062'
 DL4062'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4062'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTH WING WALL OF
 DL4062'THE EAST ABUTMENT.
 DL4062'
 DL4062'THE STATION IS 3 FT (0.9 M) SOUTH OF EDGE OF CURB OF HIGHWAY 50.
 DL4062
 DL4062                          STATION RECOVERY (2024)
 DL4062
 DL4062'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 DL4062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4063 ***********************************************************************
 DL4063  DESIGNATION -  46631
 DL4063  PID         -  DL4063
 DL4063  STATE/COUNTY-  MI/LENAWEE
 DL4063  COUNTRY     -  US
 DL4063  USGS QUAD   -  DEERFIELD (2017)
 DL4063
 DL4063                         *CURRENT SURVEY CONTROL
 DL4063  ______________________________________________________________________
 DL4063* NAD 83(1986) POSITION- 41 59 13.63   (N) 083 50 58.93   (W)   HD_HELD1
 DL4063* NAVD 88 ORTHO HEIGHT -   216.636 (meters)      710.75  (feet) ADJUSTED
 DL4063  ______________________________________________________________________
 DL4063  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 DL4063  DYNAMIC HEIGHT  -        216.555 (meters)      710.48  (feet) COMP
 DL4063  MODELED GRAVITY -    980,243.2   (mgal)                       NAVD 88
 DL4063
 DL4063  VERT ORDER      -  FIRST     CLASS II
 DL4063
 DL4063.The horizontal coordinates were determined by differentially corrected
 DL4063.hand held GPS observations or other comparable positioning techniques
 DL4063.and have an estimated accuracy of +/- 3 meters.
 DL4063
 DL4063.The orthometric height was determined by differential leveling and
 DL4063.adjusted by the NATIONAL GEODETIC SURVEY
 DL4063.in September 2009.
 DL4063
 DL4063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4063.GEOID18 height accuracy estimate available here.
 DL4063
 DL4063.Click photographs - Photos may exist for this station.
 DL4063
 DL4063.The dynamic height is computed by dividing the NAVD 88
 DL4063.geopotential number by the normal gravity value computed on the
 DL4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4063.degrees latitude (g = 980.6199 gals.).
 DL4063
 DL4063.The modeled gravity was interpolated from observed gravity values.
 DL4063
 DL4063;                    North         East    Units  Estimated Accuracy
 DL4063;SPC MI S     -    54,240.8   4,042,840.4     MT  (+/- 3 meters HH1 GPS) 
 DL4063
 DL4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6393652274(NAD 83)
 DL4063
 DL4063                          SUPERSEDED SURVEY CONTROL
 DL4063
 DL4063.No superseded survey control is available for this station.
 DL4063
 DL4063_MARKER: DD = SURVEY DISK
 DL4063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4063_STAMPING: 46631 2008
 DL4063_MARK LOGO: MIDT
 DL4063_PROJECTION: FLUSH
 DL4063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4063+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4063
 DL4063  HISTORY     - Date     Condition        Report By
 DL4063  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4063
 DL4063                          STATION DESCRIPTION
 DL4063
 DL4063'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4063'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF
 DL4063'DEERFIELD, 5.6 MI (9.0 KM) SOUTH OF MACON AND 5.0 MI (8.0 KM)
 DL4063'EAST-SOUTHEAST OF TECUMSEH.
 DL4063'
 DL4063'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4063'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4063'EAST-SOUTHEAST OF TECUMSEH, MI, GO WEST-NORTHWEST ON HIGHWAY 50 FOR
 DL4063'1.0 MI (1.6 KM) TO PALMER HIGHWAY ON THE LEFT, TURN LEFT AND GO SOUTH
 DL4063'ON PALMER HIGHWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4063'
 DL4063'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4063'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4063'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4063'
 DL4063'THE STATION IS 350 FT (106.7 M) SOUTH OF DRIVEWAY OPENING --6595--, 9
 DL4063'FT (2.7 M) WEST OF PALMER HIGHWAY, AND 3.3 FT (1.0 M) EAST OF AN
 DL4063'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4064 ***********************************************************************
 DL4064  DESIGNATION -  46632
 DL4064  PID         -  DL4064
 DL4064  STATE/COUNTY-  MI/LENAWEE
 DL4064  COUNTRY     -  US
 DL4064  USGS QUAD   -  DEERFIELD (2017)
 DL4064
 DL4064                         *CURRENT SURVEY CONTROL
 DL4064  ______________________________________________________________________
 DL4064* NAD 83(2011) POSITION- 41 58 47.72509(N) 083 49 57.80602(W)   ADJUSTED
 DL4064* NAD 83(2011) ELLIP HT-   178.866 (meters)        (06/27/12)   ADJUSTED
 DL4064* NAD 83(2011) EPOCH   -  2010.00
 DL4064* NAVD 88 ORTHO HEIGHT -   213.842 (meters)      701.58  (feet) ADJUSTED
 DL4064  ______________________________________________________________________
 DL4064  GEOID HEIGHT    -        -34.981 (meters)                     GEOID18
 DL4064  NAD 83(2011) X  -    510,151.960 (meters)                     COMP
 DL4064  NAD 83(2011) Y  - -4,721,141.033 (meters)                     COMP
 DL4064  NAD 83(2011) Z  -  4,244,066.042 (meters)                     COMP
 DL4064  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 DL4064  DYNAMIC HEIGHT  -        213.762 (meters)      701.32  (feet) COMP
 DL4064  MODELED GRAVITY -    980,244.6   (mgal)                       NAVD 88
 DL4064
 DL4064  VERT ORDER      -  FIRST     CLASS II
 DL4064
 DL4064  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4064  Standards:
 DL4064         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4064            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4064  -------------------------------------------------------------------
 DL4064  NETWORK    0.24   0.35           0.11   0.08   0.18     -0.08103802
 DL4064  -------------------------------------------------------------------
 DL4064  Click here for local accuracies and other accuracy information.
 DL4064
 DL4064.The horizontal coordinates were established by GPS observations
 DL4064.and adjusted by the National Geodetic Survey in June 2012.
 DL4064
 DL4064.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4064.been affixed to the stable North American tectonic plate. See 
 DL4064.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4064
 DL4064.The horizontal coordinates are valid at the epoch date displayed above
 DL4064.which is a decimal equivalence of Year/Month/Day.
 DL4064
 DL4064.The orthometric height was determined by differential leveling and
 DL4064.adjusted by the NATIONAL GEODETIC SURVEY
 DL4064.in September 2009.
 DL4064
 DL4064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4064.GEOID18 height accuracy estimate available here.
 DL4064
 DL4064.Click photographs - Photos may exist for this station.
 DL4064
 DL4064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4064
 DL4064.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4064
 DL4064.The ellipsoidal height was determined by GPS observations
 DL4064.and is referenced to NAD 83.
 DL4064
 DL4064.The dynamic height is computed by dividing the NAVD 88
 DL4064.geopotential number by the normal gravity value computed on the
 DL4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4064.degrees latitude (g = 980.6199 gals.).
 DL4064
 DL4064.The modeled gravity was interpolated from observed gravity values.
 DL4064
 DL4064. The following values were computed from the NAD 83(2011) position.
 DL4064
 DL4064;                    North         East     Units Scale Factor Converg.
 DL4064;SPC MI S     -    53,450.326 4,044,252.525   MT  1.00003059   +0 21 48.1
 DL4064;SPC MI S     -   175,361.96 13,268,545.03   iFT  1.00003059   +0 21 48.1
 DL4064;UTM  17      - 4,651,429.243   265,316.594   MT  1.00027776   -1 53 44.1
 DL4064
 DL4064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4064!SPC MI S     -   0.99997195  x   1.00003059  =   1.00000254
 DL4064!UTM  17      -   0.99997195  x   1.00027776  =   1.00024970
 DL4064
 DL4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6531651429(NAD 83)
 DL4064
 DL4064                          SUPERSEDED SURVEY CONTROL
 DL4064
 DL4064  NAD 83(2007)-  41 58 47.72535(N)    083 49 57.80680(W) AD(2002.00) B
 DL4064  ELLIP H (10/19/09)  178.887  (m)                       GP(2002.00) 1 1
 DL4064
 DL4064.Superseded values are not recommended for survey control.
 DL4064
 DL4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4064.See file dsdata.pdf to determine how the superseded data were derived.
 DL4064
 DL4064_MARKER: DD = SURVEY DISK
 DL4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4064_STAMPING: 46632 2008
 DL4064_MARK LOGO: MIDT
 DL4064_PROJECTION: FLUSH
 DL4064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4064+STABILITY: SURFACE MOTION
 DL4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4064+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2025
 DL4064
 DL4064  HISTORY     - Date     Condition        Report By
 DL4064  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4064  HISTORY     - 20140516 GOOD             FAMM
 DL4064  HISTORY     - 20250617 GOOD             MIDT
 DL4064
 DL4064                          STATION DESCRIPTION
 DL4064
 DL4064'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4064'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DL4064'DEERFIELD, 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF MACON AND 6.0 MI (9.7
 DL4064'KM) EAST-SOUTHEAST OF TECUMSEH.
 DL4064'
 DL4064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4064'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4064'EAST-SOUTHEAST OF TECUMSEH, MI, GO SOUTH ON BRITTON HIGHWAY FOR 0.45
 DL4064'MI (0.7 KM) TO CENTENNIAL ROAD, TURN RIGHT AND GO WEST ON CENTENNIAL
 DL4064'ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL4064'
 DL4064'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4064'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4064'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4064'
 DL4064'THE STATION IS 45 FT (13.7 M) SOUTH OF A POWER POLE, 15 FT (4.6 M)
 DL4064'SOUTH OF THE CENTER OF CENTENNIAL HIGHWAY, AND 1 FT (0.3 M) NORTH OF
 DL4064'AN ORANGE CARSONITE WITNESS POST.
 DL4064
 DL4064                          STATION RECOVERY (2014)
 DL4064
 DL4064'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2014 (MRY)
 DL4064'RECOVERED IN GOOD CONDITION.
 DL4064
 DL4064                          STATION RECOVERY (2025)
 DL4064
 DL4064'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4065 ***********************************************************************
 DL4065  DESIGNATION -  46633
 DL4065  PID         -  DL4065
 DL4065  STATE/COUNTY-  MI/LENAWEE
 DL4065  COUNTRY     -  US
 DL4065  USGS QUAD   -  DEERFIELD (2017)
 DL4065
 DL4065                         *CURRENT SURVEY CONTROL
 DL4065  ______________________________________________________________________
 DL4065* NAD 83(1986) POSITION- 41 58 58.00   (N) 083 48 40.85   (W)   HD_HELD1
 DL4065* NAVD 88 ORTHO HEIGHT -   209.576 (meters)      687.58  (feet) ADJUSTED
 DL4065  ______________________________________________________________________
 DL4065  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 DL4065  DYNAMIC HEIGHT  -        209.498 (meters)      687.33  (feet) COMP
 DL4065  MODELED GRAVITY -    980,247.5   (mgal)                       NAVD 88
 DL4065
 DL4065  VERT ORDER      -  FIRST     CLASS II
 DL4065
 DL4065.The horizontal coordinates were determined by differentially corrected
 DL4065.hand held GPS observations or other comparable positioning techniques
 DL4065.and have an estimated accuracy of +/- 3 meters.
 DL4065
 DL4065.The orthometric height was determined by differential leveling and
 DL4065.adjusted by the NATIONAL GEODETIC SURVEY
 DL4065.in September 2009.
 DL4065
 DL4065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4065.GEOID18 height accuracy estimate available here.
 DL4065
 DL4065.Click photographs - Photos may exist for this station.
 DL4065
 DL4065.The dynamic height is computed by dividing the NAVD 88
 DL4065.geopotential number by the normal gravity value computed on the
 DL4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4065.degrees latitude (g = 980.6199 gals.).
 DL4065
 DL4065.The modeled gravity was interpolated from observed gravity values.
 DL4065
 DL4065;                    North         East    Units  Estimated Accuracy
 DL4065;SPC MI S     -    53,778.8   4,046,022.1     MT  (+/- 3 meters HH1 GPS) 
 DL4065
 DL4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6709851687(NAD 83)
 DL4065
 DL4065                          SUPERSEDED SURVEY CONTROL
 DL4065
 DL4065.No superseded survey control is available for this station.
 DL4065
 DL4065_MARKER: DD = SURVEY DISK
 DL4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4065_STAMPING: 46633 2008
 DL4065_MARK LOGO: MIDT
 DL4065_PROJECTION: FLUSH
 DL4065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4065+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4065
 DL4065  HISTORY     - Date     Condition        Report By
 DL4065  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4065
 DL4065                          STATION DESCRIPTION
 DL4065
 DL4065'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4065'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF
 DL4065'TECUMSEH, 6.7 MI (10.8 KM) NORTH-NORTHWEST OF DEERFIELD AND 6.5 MI
 DL4065'(10.5 KM) SOUTH-SOUTHEAST OF MACON.
 DL4065'
 DL4065'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4065'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4065'EAST-SOUTHEAST OF TECUMSEH, MI, GO EAST-SOUTHEAST ON HIGHWAY 50, FOR
 DL4065'1.0 MI (1.6 KM) TO HOAGLAND HIGHWAY AND THE STATION ON THE RIGHT.
 DL4065'
 DL4065'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4065'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4065'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4065'
 DL4065'THE STATION IS 170 FT (51.8 M) SOUTH OF HIGHWAY 50, 20 FT (6.1 M) EAST
 DL4065'OF THE CENTER OF HOAGLAND HIGHWAY, AND 2 FT (0.6 M) WEST OF AN ORANGE
 DL4065'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4066 ***********************************************************************
 DL4066  DESIGNATION -  46634
 DL4066  PID         -  DL4066
 DL4066  STATE/COUNTY-  MI/LENAWEE
 DL4066  COUNTRY     -  US
 DL4066  USGS QUAD   -  DEERFIELD (2017)
 DL4066
 DL4066                         *CURRENT SURVEY CONTROL
 DL4066  ______________________________________________________________________
 DL4066* NAD 83(1986) POSITION- 41 58 41.58   (N) 083 46 54.56   (W)   HD_HELD1
 DL4066* NAVD 88 ORTHO HEIGHT -   206.914 (meters)      678.85  (feet) ADJUSTED
 DL4066  ______________________________________________________________________
 DL4066  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 DL4066  DYNAMIC HEIGHT  -        206.838 (meters)      678.60  (feet) COMP
 DL4066  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 DL4066
 DL4066  VERT ORDER      -  FIRST     CLASS II
 DL4066
 DL4066.The horizontal coordinates were determined by differentially corrected
 DL4066.hand held GPS observations or other comparable positioning techniques
 DL4066.and have an estimated accuracy of +/- 3 meters.
 DL4066
 DL4066.The orthometric height was determined by differential leveling and
 DL4066.adjusted by the NATIONAL GEODETIC SURVEY
 DL4066.in September 2009.
 DL4066
 DL4066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4066.GEOID18 height accuracy estimate available here.
 DL4066
 DL4066.Click photographs - Photos may exist for this station.
 DL4066
 DL4066.The dynamic height is computed by dividing the NAVD 88
 DL4066.geopotential number by the normal gravity value computed on the
 DL4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4066.degrees latitude (g = 980.6199 gals.).
 DL4066
 DL4066.The modeled gravity was interpolated from observed gravity values.
 DL4066
 DL4066;                    North         East    Units  Estimated Accuracy
 DL4066;SPC MI S     -    53,288.8   4,048,472.4     MT  (+/- 3 meters HH1 GPS) 
 DL4066
 DL4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6952751101(NAD 83)
 DL4066
 DL4066                          SUPERSEDED SURVEY CONTROL
 DL4066
 DL4066.No superseded survey control is available for this station.
 DL4066
 DL4066_MARKER: DD = SURVEY DISK
 DL4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4066_STAMPING: 46634 2008
 DL4066_MARK LOGO: MIDT
 DL4066_PROJECTION: FLUSH
 DL4066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4066+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4066
 DL4066  HISTORY     - Date     Condition        Report By
 DL4066  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4066
 DL4066                          STATION DESCRIPTION
 DL4066
 DL4066'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4066'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF MACON, 6.5
 DL4066'MI (10.5 KM) WEST-NORTHWEST OF DUNDEE AND 6.2 MI (10.0 KM) NORTH OF
 DL4066'DEERFIELD.
 DL4066'
 DL4066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (MONROE
 DL4066'ROAD) WITH BRITTON HIGHWAY, LOCATED APPROXIMATELY 6.0 MI (9.7 KM)
 DL4066'EAST-SOUTHEAST OF TECUMSEH, MI, GO EAST-SOUTHEAST ON HIGHWAY 50, FOR
 DL4066'2.1 MI (3.4 KM) TO RIXOM HIGHWAY, CONTINUE EAST-SOUTHEAST ON M-50
 DL4066'(MONROE ROAD) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DL4066'
 DL4066'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4066'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4066'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4066'
 DL4066'THE STATION IS 0.15 MI (0.2 KM) WEST OF DRIVEWAY OPENING --12640--,
 DL4066'15.5 FT (4.7 M) SOUTH OF EDGE OF PAVEMENT OF HIGHWAY 50, AND 3.3 FT
 DL4066'(1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4090 ***********************************************************************
 DL4090  DESIGNATION -  46635
 DL4090  PID         -  DL4090
 DL4090  STATE/COUNTY-  MI/LENAWEE
 DL4090  COUNTRY     -  US
 DL4090  USGS QUAD   -  ADRIAN (2017)
 DL4090
 DL4090                         *CURRENT SURVEY CONTROL
 DL4090  ______________________________________________________________________
 DL4090* NAD 83(1986) POSITION- 41 53 21.00   (N) 084 03 38.07   (W)   HD_HELD1
 DL4090* NAVD 88 ORTHO HEIGHT -   247.582 (meters)      812.28  (feet) ADJUSTED
 DL4090  ______________________________________________________________________
 DL4090  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 DL4090  DYNAMIC HEIGHT  -        247.487 (meters)      811.96  (feet) COMP
 DL4090  MODELED GRAVITY -    980,235.7   (mgal)                       NAVD 88
 DL4090
 DL4090  VERT ORDER      -  FIRST     CLASS II
 DL4090
 DL4090.The horizontal coordinates were determined by differentially corrected
 DL4090.hand held GPS observations or other comparable positioning techniques
 DL4090.and have an estimated accuracy of +/- 3 meters.
 DL4090
 DL4090.The orthometric height was determined by differential leveling and
 DL4090.adjusted by the NATIONAL GEODETIC SURVEY
 DL4090.in September 2009.
 DL4090
 DL4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4090.GEOID18 height accuracy estimate available here.
 DL4090
 DL4090.Click photographs - Photos may exist for this station.
 DL4090
 DL4090.The dynamic height is computed by dividing the NAVD 88
 DL4090.geopotential number by the normal gravity value computed on the
 DL4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4090.degrees latitude (g = 980.6199 gals.).
 DL4090
 DL4090.The modeled gravity was interpolated from observed gravity values.
 DL4090
 DL4090;                    North         East    Units  Estimated Accuracy
 DL4090;SPC MI S     -    43,275.2   4,025,405.3     MT  (+/- 3 meters HH1 GPS) 
 DL4090
 DL4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4386941649(NAD 83)
 DL4090
 DL4090                          SUPERSEDED SURVEY CONTROL
 DL4090
 DL4090.No superseded survey control is available for this station.
 DL4090
 DL4090_MARKER: DD = SURVEY DISK
 DL4090_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4090_SP_SET: BRIDGE WING WALL
 DL4090_STAMPING: 46635
 DL4090_MARK LOGO: MIDT
 DL4090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4090+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DL4090
 DL4090  HISTORY     - Date     Condition        Report By
 DL4090  HISTORY     - 20080708 MONUMENTED       COLEM
 DL4090
 DL4090                          STATION DESCRIPTION
 DL4090
 DL4090'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4090'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DL4090'PALMYRA, 6.7 MI (10.8 KM) NORTH OF JASPER AND 1.3 MI (2.1 KM)
 DL4090'WEST-SOUTHWEST OF ADRIAN.
 DL4090'
 DL4090'TO REACH FROM THE INTERSECTION OF HIGHWAY 34 WITH HIGHWAY 52 IN
 DL4090'ADRIAN, GO WEST ON HIGHWAY 34 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF
 DL4090'US HIGHWAY 223 WITH STATE HIGHWAY 34 AND THE STATION ON THE RIGHT.
 DL4090'
 DL4090'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4090'MODERNIZATION MARK DISK SET IN THE TOP STEP OF THE NORTHWEST WING WALL
 DL4090'OF THE NORTH ABUTMENT.
 DL4090'
 DL4090'THE STATION IS 3.5 FT (1.1 M) WEST OF BACK OF BARRIER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0761 ***********************************************************************
 NE0761  DESIGNATION -  47 1/2
 NE0761  PID         -  NE0761
 NE0761  STATE/COUNTY-  MI/OAKLAND
 NE0761  COUNTRY     -  US
 NE0761  USGS QUAD   -  FENTON (2017)
 NE0761
 NE0761                         *CURRENT SURVEY CONTROL
 NE0761  ______________________________________________________________________
 NE0761* NAD 83(1986) POSITION- 42 47 45.9    (N) 083 38 29.4    (W)   HD_HELD2
 NE0761* NAVD 88 ORTHO HEIGHT -   282.370 (meters)      926.41  (feet) ADJUSTED
 NE0761  ______________________________________________________________________
 NE0761  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 NE0761  DYNAMIC HEIGHT  -        282.289 (meters)      926.14  (feet) COMP
 NE0761  MODELED GRAVITY -    980,327.2   (mgal)                       NAVD 88
 NE0761
 NE0761  VERT ORDER      -  SECOND    CLASS 0
 NE0761
 NE0761.The horizontal coordinates were established by autonomous hand held GPS
 NE0761.observations and have an estimated accuracy of +/- 10 meters.
 NE0761
 NE0761.The orthometric height was determined by differential leveling and
 NE0761.adjusted by the NATIONAL GEODETIC SURVEY
 NE0761.in June 1991.
 NE0761
 NE0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0761.GEOID18 height accuracy estimate available here.
 NE0761
 NE0761.Click photographs - Photos may exist for this station.
 NE0761
 NE0761.The dynamic height is computed by dividing the NAVD 88
 NE0761.geopotential number by the normal gravity value computed on the
 NE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0761.degrees latitude (g = 980.6199 gals.).
 NE0761
 NE0761.The modeled gravity was interpolated from observed gravity values.
 NE0761
 NE0761;                    North         East    Units  Estimated Accuracy
 NE0761;SPC MI S     -   144,221.    4,059,320.      MT  (+/- 10 meters HH2 GPS)
 NE0761
 NE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8397941554(NAD 83)
 NE0761
 NE0761                          SUPERSEDED SURVEY CONTROL
 NE0761
 NE0761  NGVD 29 (??/??/92)  282.476  (m)          926.76   (f) ADJ UNCH    2 0
 NE0761
 NE0761.Superseded values are not recommended for survey control.
 NE0761
 NE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0761.See file dsdata.pdf to determine how the superseded data were derived.
 NE0761
 NE0761_MARKER: B = BOLT
 NE0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0761_STAMPING: 47 1/2
 NE0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0761+STABILITY: SURFACE MOTION
 NE0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0761+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2022
 NE0761
 NE0761  HISTORY     - Date     Condition        Report By
 NE0761  HISTORY     - 1942     MONUMENTED       GTWRR
 NE0761  HISTORY     - 1942     MARK NOT FOUND   CGS
 NE0761  HISTORY     - 19970214 GOOD             LOCENG
 NE0761  HISTORY     - 20060310 GOOD             INDIV
 NE0761  HISTORY     - 20090106 GOOD             INDIV
 NE0761  HISTORY     - 20220303 GOOD             INDIV
 NE0761
 NE0761                          STATION DESCRIPTION
 NE0761
 NE0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0761'1 MI NW FROM HOLLY.
 NE0761'1.0 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0761'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0761'MILEPOST D 47, 0.5 MILE NORTHWEST OF A ROAD CROSSING, 19 YARDS
 NE0761'SOUTHEAST OF POLE 26, 28 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NE0761'AND ABOUT 20 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NE0761'BOLT, STAMPED 47-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0761
 NE0761                          STATION RECOVERY (1997)
 NE0761
 NE0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0761'STATION IS LOCATED NORTH OR BEHIND THE ADELPHIAN ACADEMY ON THE NORTH
 NE0761'SIDE OF RAILROAD TRACKS.  2.5 FT (0.8 M) SOUTH OF RAILROAD RIGHT OF
 NE0761'WAY, 475.0 FT (144.8 M) EAST OF A 36 INCH CMP, ALSO 130.0 FT (39.6 M)
 NE0761'WEST OF A ELECTRICAL BOX LOCATED ON THE SOUTH SIDE OF THE TRACKS.
 NE0761'MARKED WITH A 1-INCH BY 4-INCH WOODEN PADDLE.
 NE0761
 NE0761                          STATION RECOVERY (2006)
 NE0761
 NE0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0761'FOUND IN GOOD CONDITION AS DESCRIBED,430+-WEST OF A PRIVATE RR
 NE0761'CROSSING
 NE0761
 NE0761                          STATION RECOVERY (2009)
 NE0761
 NE0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 NE0761'RECOVERED BY GOULD ENGINEERING, INC. IN GOOD CONDITION 430'  WEST OF
 NE0761'PRIVATE RAILROAD CROSSING
 NE0761
 NE0761                          STATION RECOVERY (2022)
 NE0761
 NE0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (DPJ)
 NE0761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0629 ***********************************************************************
 QK0629  DESIGNATION -  47 RC
 QK0629  PID         -  QK0629
 QK0629  STATE/COUNTY-  MI/CHEBOYGAN
 QK0629  COUNTRY     -  US
 QK0629  USGS QUAD   -  AFTON (2017)
 QK0629
 QK0629                         *CURRENT SURVEY CONTROL
 QK0629  ______________________________________________________________________
 QK0629* NAD 83(1994) POSITION- 45 15 26.96335(N) 084 24 42.51279(W)   ADJUSTED
 QK0629* NAVD 88 ORTHO HEIGHT -   268.65  (+/-2cm)      881.4   (feet) VERTCON3
 QK0629  ______________________________________________________________________
 QK0629  GEOID HEIGHT    -        -35.659 (meters)                     GEOID18
 QK0629  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 QK0629  HORZ ORDER      -  SECOND
 QK0629  VERT ORDER      -  THIRD ? (See Below)
 QK0629
 QK0629.The horizontal coordinates were established by classical geodetic methods
 QK0629.and adjusted by the National Geodetic Survey in February 1997.
 QK0629
 QK0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0629
 QK0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0629.GEOID18 height accuracy estimate available here.
 QK0629
 QK0629.The vertical order pertains to the NGVD 29 superseded value.
 QK0629
 QK0629.Click photographs - Photos may exist for this station.
 QK0629
 QK0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0629
 QK0629. The following values were computed from the NAD 83(1994) position.
 QK0629
 QK0629;                    North         East     Units Scale Factor Converg.
 QK0629;SPC MI C     -   215,666.465 5,996,456.896   MT  0.99992771   -0 01 54.8
 QK0629;SPC MI C     -   707,567.14 19,673,415.01   iFT  0.99992771   -0 01 54.8
 QK0629;UTM  16      - 5,014,813.805   703,072.776   MT  1.00010708   +1 50 20.3
 QK0629
 QK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0629!SPC MI C     -   0.99996347  x   0.99992771  =   0.99989118
 QK0629!UTM  16      -   0.99996347  x   1.00010708  =   1.00007055
 QK0629
 QK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0307214813(NAD 83)
 QK0629
 QK0629                          SUPERSEDED SURVEY CONTROL
 QK0629
 QK0629  NAD 83(1986)-  45 15 26.95543(N)    084 24 42.51520(W) AD(       ) 2
 QK0629  NAD 27      -  45 15 26.91300(N)    084 24 42.44200(W) AD(       ) 2
 QK0629  NGVD 29             268.71   (m)          881.6    (f) LEVELING    3  
 QK0629
 QK0629.Superseded values are not recommended for survey control.
 QK0629
 QK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0629.See file dsdata.pdf to determine how the superseded data were derived.
 QK0629
 QK0629_MARKER: DB = BENCH MARK DISK
 QK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0629_STAMPING: 47 RC 1953 882
 QK0629_MARK LOGO: USGS
 QK0629_PROJECTION: PROJECTING 8 CENTIMETERS
 QK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0629+STABILITY: SURFACE MOTION
 QK0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0629+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2020
 QK0629
 QK0629  HISTORY     - Date     Condition        Report By
 QK0629  HISTORY     - 1953     MONUMENTED       USGS
 QK0629  HISTORY     - 1956     GOOD             CGS
 QK0629  HISTORY     - 20200504 GOOD             INDIV
 QK0629
 QK0629                          STATION DESCRIPTION
 QK0629
 QK0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0629'THE STATION IS ABOUT 11 MILES SOUTHWEST OF ONAWAY, 6 MILES SOUTHWEST
 QK0629'OF THE OSMAN LOOKOUT TOWER, ON
 QK0629'THE WEST SIDE OF A GRADED DIRT ROAD, ON LAND OWNED BY THE STATE.  IT
 QK0629'IS 18 FEET WEST OF THE CENTERLINE OF
 QK0629'THE ROAD AND 14 FEET NORTH OF A 14 INCH ELM TREE
 QK0629'WITH A TWIN TRUNK.  IT IS A ROUND CONCRETE POST, 6
 QK0629'INCHES IN DIAMETER, PROJECTING 3
 QK0629'INCHES, WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE
 QK0629'TOP, STAMPED 47 RC 1953 882
 QK0629'(FEET ELEVATION).
 QK0629'
 QK0629'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PAW, THE
 QK0629'DISTANCE BEING 77.452 FEET,
 QK0629'23.6075 METERS NORTHEAST OF STATION PAW.
 QK0629'
 QK0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 68 AT
 QK0629'THE WEST EDGE OF ONAWAY, GO WEST
 QK0629'ON HIGHWAYS 33 AND 68 FOR 3.1 MILES TO A CROSSROAD AT THE EAST EDGE
 QK0629'OF THE VILLAGE OF TOWER.  CONTINUE
 QK0629'WEST ON HIGHWAYS 33 AND 68 FOR 4.35 MILES TO A SIDE
 QK0629'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL AND
 QK0629'DIRT ROAD FOR 7.7 MILES TO A FORK
 QK0629'AND A SIGN, STATE FOREST CAMP GROUND 2 MI.  TAKE THE LEFT FORK AND GO
 QK0629'SOUTH FOR 1.15 MILES TO THE MARK
 QK0629'ON THE RIGHT.
 QK0629
 QK0629                          STATION RECOVERY (2020)
 QK0629
 QK0629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (WRB)
 QK0629'I-75 TO WOLVERINE MI, EXIT EAST ON WOLVERINE ROAD WHICH BECOMES WEBB
 QK0629'ROAD.  WEBB ROAD DEAD ENDS AT OSMUN ROAD.  SOUTH ON OSMUN TO CLUTE
 QK0629'ROAD WHERE THERE IS SPACE TO PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0076 ***********************************************************************
 PK0076  DESIGNATION -  47.85 DMRR
 PK0076  PID         -  PK0076
 PK0076  STATE/COUNTY-  MI/IOSCO
 PK0076  COUNTRY     -  US
 PK0076  USGS QUAD   -  NATIONAL CITY (2017)
 PK0076
 PK0076                         *CURRENT SURVEY CONTROL
 PK0076  ______________________________________________________________________
 PK0076* NAD 83(1986) POSITION- 44 14 02.     (N) 083 42 04.     (W)   SCALED
 PK0076* NAVD 88 ORTHO HEIGHT -   203.234 (meters)      666.78  (feet) ADJUSTED
 PK0076  ______________________________________________________________________
 PK0076  GEOID HEIGHT    -        -35.213 (meters)                     GEOID18
 PK0076  DYNAMIC HEIGHT  -        203.205 (meters)      666.68  (feet) COMP
 PK0076  MODELED GRAVITY -    980,470.3   (mgal)                       NAVD 88
 PK0076
 PK0076  VERT ORDER      -  FIRST     CLASS II
 PK0076
 PK0076.The horizontal coordinates were scaled from a map and have
 PK0076.an estimated accuracy of +/- 6 seconds.
 PK0076
 PK0076.The orthometric height was determined by differential leveling and
 PK0076.adjusted by the NATIONAL GEODETIC SURVEY
 PK0076.in June 1991.
 PK0076
 PK0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0076.GEOID18 height accuracy estimate available here.
 PK0076
 PK0076.Click photographs - Photos may exist for this station.
 PK0076
 PK0076.The dynamic height is computed by dividing the NAVD 88
 PK0076.geopotential number by the normal gravity value computed on the
 PK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0076.degrees latitude (g = 980.6199 gals.).
 PK0076
 PK0076.The modeled gravity was interpolated from observed gravity values.
 PK0076
 PK0076;                    North         East    Units  Estimated Accuracy
 PK0076;SPC MI C     -   102,140.    6,053,170.      MT  (+/- 180 meters Scaled)
 PK0076
 PK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK842013(NAD 83)
 PK0076
 PK0076                          SUPERSEDED SURVEY CONTROL
 PK0076
 PK0076  NGVD 29 (??/??/92)  203.426  (m)          667.41   (f) ADJ UNCH    1 2
 PK0076
 PK0076.Superseded values are not recommended for survey control.
 PK0076
 PK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0076.See file dsdata.pdf to determine how the superseded data were derived.
 PK0076
 PK0076_MARKER: Q = CHISELED SQUARE
 PK0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0076+STABILITY: SURFACE MOTION
 PK0076
 PK0076  HISTORY     - Date     Condition        Report By
 PK0076  HISTORY     - UNK      MONUMENTED       DMRR
 PK0076  HISTORY     - 1934     GOOD             CGS
 PK0076  HISTORY     - 1983     GOOD             NGS
 PK0076  HISTORY     - 1989     GOOD             USPSQD
 PK0076
 PK0076                          STATION DESCRIPTION
 PK0076
 PK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0076'1 MI W FROM MC IVOR.
 PK0076'1.0 MILE WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0076'POST OFFICE AT MC IVOR, IOSCO COUNTY, 1/8 MILE WEST OF MILEPOST
 PK0076'48, 40 YARDS NORTH OF A HIGHWAY BRIDGE OVER A STREAM, 15 YARDS
 PK0076'NORTH OF A PUMP HOUSE, AT RAILWAY BRIDGE 47.85, ON THE TOP OF
 PK0076'THE SOUTH END OF THE WEST ABUTMENT, AND ABOUT LEVEL WITH THE
 PK0076'BASE OF THE RAIL.  A CHISELED SQUARE.
 PK0076
 PK0076                          STATION RECOVERY (1983)
 PK0076
 PK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0076'RECOVERED IN GOOD CONDITION.
 PK0076
 PK0076                          STATION RECOVERY (1989)
 PK0076
 PK0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1657 ***********************************************************************
 NE1657  DESIGNATION -  47101
 NE1657  PID         -  NE1657
 NE1657  STATE/COUNTY-  MI/LIVINGSTON
 NE1657  COUNTRY     -  US
 NE1657  USGS QUAD   -  BRIGHTON (2017)
 NE1657
 NE1657                         *CURRENT SURVEY CONTROL
 NE1657  ______________________________________________________________________
 NE1657* NAD 83(2011) POSITION- 42 33 47.93858(N) 083 50 02.37904(W)   ADJUSTED
 NE1657* NAD 83(2011) ELLIP HT-   271.940 (meters)        (06/27/12)   ADJUSTED
 NE1657* NAD 83(2011) EPOCH   -  2010.00
 NE1657* NAVD 88 ORTHO HEIGHT -   305.180 (meters)     1001.24  (feet) ADJUSTED
 NE1657  ______________________________________________________________________
 NE1657  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 NE1657  NAD 83(2011) X  -    505,372.658 (meters)                     COMP
 NE1657  NAD 83(2011) Y  - -4,677,882.542 (meters)                     COMP
 NE1657  NAD 83(2011) Z  -  4,292,081.612 (meters)                     COMP
 NE1657  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 NE1657  DYNAMIC HEIGHT  -        305.099 (meters)     1000.98  (feet) COMP
 NE1657  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 NE1657
 NE1657  VERT ORDER      -  FIRST     CLASS II
 NE1657
 NE1657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1657  Standards:
 NE1657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1657  -------------------------------------------------------------------
 NE1657  NETWORK    2.68   5.66           1.07   1.11   2.89      0.19737859
 NE1657  -------------------------------------------------------------------
 NE1657  Click here for local accuracies and other accuracy information.
 NE1657
 NE1657.The horizontal coordinates were established by GPS observations
 NE1657.and adjusted by the National Geodetic Survey in June 2012.
 NE1657
 NE1657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1657.been affixed to the stable North American tectonic plate. See 
 NE1657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1657
 NE1657.The horizontal coordinates are valid at the epoch date displayed above
 NE1657.which is a decimal equivalence of Year/Month/Day.
 NE1657
 NE1657.The orthometric height was determined by differential leveling and
 NE1657.adjusted by the NATIONAL GEODETIC SURVEY
 NE1657.in October 2009.
 NE1657
 NE1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1657.GEOID18 height accuracy estimate available here.
 NE1657
 NE1657.Click photographs - Photos may exist for this station.
 NE1657
 NE1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1657
 NE1657.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1657
 NE1657.The ellipsoidal height was determined by GPS observations
 NE1657.and is referenced to NAD 83.
 NE1657
 NE1657.The dynamic height is computed by dividing the NAVD 88
 NE1657.geopotential number by the normal gravity value computed on the
 NE1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1657.degrees latitude (g = 980.6199 gals.).
 NE1657
 NE1657.The modeled gravity was interpolated from observed gravity values.
 NE1657
 NE1657. The following values were computed from the NAD 83(2011) position.
 NE1657
 NE1657;                    North         East     Units Scale Factor Converg.
 NE1657;SPC MI S     -   118,248.706 4,043,737.270   MT  0.99992256   +0 21 45.0
 NE1657;SPC MI S     -   387,955.07 13,266,854.56   iFT  0.99992256   +0 21 45.0
 NE1657;UTM  17      - 4,716,216.871   267,368.525   MT  1.00026587   -1 55 04.0
 NE1657
 NE1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1657!SPC MI S     -   0.99995735  x   0.99992256  =   0.99987992
 NE1657!UTM  17      -   0.99995735  x   1.00026587  =   1.00022321
 NE1657
 NE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6736816216(NAD 83)
 NE1657
 NE1657                          SUPERSEDED SURVEY CONTROL
 NE1657
 NE1657  NAD 83(2007)-  42 33 47.93860(N)    083 50 02.37984(W) AD(2002.00) 0
 NE1657  ELLIP H (02/10/07)  271.959  (m)                       GP(2002.00)    
 NE1657  ELLIP H (07/17/02)  271.999  (m)                       GP(       ) 4 1
 NE1657  NAD 83(1994)-  42 33 47.93767(N)    083 50 02.37801(W) AD(       ) 1
 NE1657  ELLIP H (02/03/97)  272.048  (m)                       GP(       ) 4 1
 NE1657  NAD 83(1986)-  42 33 47.93861(N)    083 50 02.40080(W) AD(       ) 1
 NE1657  NAVD 88 (04/29/92)  305.2    (m)  GEOID90  model used  GPS OBS        
 NE1657
 NE1657.Superseded values are not recommended for survey control.
 NE1657
 NE1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1657.See file dsdata.pdf to determine how the superseded data were derived.
 NE1657
 NE1657_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1657_STAMPING: 47101 1980
 NE1657_MARK LOGO: MIDT
 NE1657_PROJECTION: FLUSH
 NE1657_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1657+STABILITY: SURFACE MOTION
 NE1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1657+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1657
 NE1657  HISTORY     - Date     Condition        Report By
 NE1657  HISTORY     - 1980     MONUMENTED       MIDT
 NE1657  HISTORY     - 19910109 GOOD
 NE1657  HISTORY     - 19990215 GOOD             USPSQD
 NE1657  HISTORY     - 20061213 GOOD             INDIV
 NE1657  HISTORY     - 20080328 GOOD             COLEM
 NE1657
 NE1657                          STATION DESCRIPTION
 NE1657
 NE1657'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NE1657'STATION IS LOCATED ON QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 15,
 NE1657'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3-1/2
 NE1657'MILES NORTHWEST OF BRIGHTON AND 5-1/2 MILES SOUTHEAST OF HOWELL, AT
 NE1657'THE DORR ROAD BRIDGE INTERCHANGE WITH INTERSTATE HIGHWAY 96 AND ON
 NE1657'THE BRIGHTON QUADRANGLE MAP.
 NE1657'THE STATION IS SET FLUSH WITH THE GROUND.  THE MARK IS 34.2 FT
 NE1657'(10.4 M) WEST OF THE SOUTH END OF THE EASTERLY BRIDGE RAIL, 27.85 FT
 NE1657'(8.49 M) SOUTH OF RM 2, 27.5 FT (8.4 M) NORTHWEST OF A POWER POLE,
 NE1657'3.0 FT (0.9 M) NORTH FROM A METAL WITNESS POST WITH SIGN.
 NE1657
 NE1657                          STATION RECOVERY (1991)
 NE1657
 NE1657'RECOVERED 1991
 NE1657'RECOVERED IN GOOD CONDITION.
 NE1657
 NE1657                          STATION RECOVERY (1999)
 NE1657
 NE1657'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1657'RECOVERED IN GOOD CONDITION.
 NE1657
 NE1657                          STATION RECOVERY (2006)
 NE1657
 NE1657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1657'RECOVERED IN GOOD CONDITION.
 NE1657
 NE1657                          STATION RECOVERY (2008)
 NE1657
 NE1657'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1657'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1660 ***********************************************************************
 NE1660  DESIGNATION -  47102
 NE1660  PID         -  NE1660
 NE1660  STATE/COUNTY-  MI/LIVINGSTON
 NE1660  COUNTRY     -  US
 NE1660  USGS QUAD   -  HOWELL (2017)
 NE1660
 NE1660                         *CURRENT SURVEY CONTROL
 NE1660  ______________________________________________________________________
 NE1660* NAD 83(2011) POSITION- 42 35 57.68750(N) 083 56 46.70234(W)   ADJUSTED
 NE1660* NAD 83(2011) ELLIP HT-   254.725 (meters)        (06/27/12)   ADJUSTED
 NE1660* NAD 83(2011) EPOCH   -  2010.00
 NE1660* NAVD 88 ORTHO HEIGHT -   287.9   (meters)      945.    (feet) GPS OBS
 NE1660  ______________________________________________________________________
 NE1660  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NE1660  GEOID HEIGHT    -        -33.200 (meters)                     GEOID90
 NE1660  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 NE1660  NAD 83(2011) X  -    495,914.997 (meters)                     COMP
 NE1660  NAD 83(2011) Y  - -4,676,157.575 (meters)                     COMP
 NE1660  NAD 83(2011) Z  -  4,295,018.036 (meters)                     COMP
 NE1660  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 NE1660
 NE1660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1660  Standards:
 NE1660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1660  -------------------------------------------------------------------
 NE1660  NETWORK    2.74   5.45           1.02   1.17   2.78      0.36134434
 NE1660  -------------------------------------------------------------------
 NE1660  Click here for local accuracies and other accuracy information.
 NE1660
 NE1660.The horizontal coordinates were established by GPS observations
 NE1660.and adjusted by the National Geodetic Survey in June 2012.
 NE1660
 NE1660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1660.been affixed to the stable North American tectonic plate. See 
 NE1660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1660
 NE1660.The horizontal coordinates are valid at the epoch date displayed above
 NE1660.which is a decimal equivalence of Year/Month/Day.
 NE1660
 NE1660.The orthometric height was determined by GPS observations and a
 NE1660.high-resolution geoid model.
 NE1660
 NE1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1660.GEOID18 height accuracy estimate available here.
 NE1660
 NE1660.Click photographs - Photos may exist for this station.
 NE1660
 NE1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1660
 NE1660.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1660
 NE1660.The ellipsoidal height was determined by GPS observations
 NE1660.and is referenced to NAD 83.
 NE1660
 NE1660. The following values were computed from the NAD 83(2011) position.
 NE1660
 NE1660;                    North         East     Units Scale Factor Converg.
 NE1660;SPC MI S     -   122,199.786 4,034,495.527   MT  0.99991924   +0 17 09.8
 NE1660;SPC MI S     -   400,917.93 13,236,533.88   iFT  0.99991924   +0 17 09.8
 NE1660;UTM  17      - 4,720,534.213   258,287.972   MT  1.00031887   -1 59 42.8
 NE1660;UTM  16      - 4,720,846.757   750,522.695   MT  1.00037224   +2 04 04.9
 NE1660
 NE1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1660!SPC MI S     -   0.99996005  x   0.99991924  =   0.99987930
 NE1660!UTM  17      -   0.99996005  x   1.00031887  =   1.00027891
 NE1660!UTM  16      -   0.99996005  x   1.00037224  =   1.00033228
 NE1660
 NE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5828720534(NAD 83)
 NE1660
 NE1660                          SUPERSEDED SURVEY CONTROL
 NE1660
 NE1660  NAD 83(2007)-  42 35 57.68746(N)    083 56 46.70300(W) AD(2002.00) 0
 NE1660  ELLIP H (02/10/07)  254.748  (m)                       GP(2002.00)    
 NE1660  ELLIP H (07/17/02)  254.785  (m)                       GP(       ) 4 1
 NE1660  NAD 83(1994)-  42 35 57.68644(N)    083 56 46.70124(W) AD(       ) 1
 NE1660  ELLIP H (02/03/97)  254.835  (m)                       GP(       ) 4 1
 NE1660  NAD 83(1986)-  42 35 57.68752(N)    083 56 46.72381(W) AD(       ) 1
 NE1660
 NE1660.Superseded values are not recommended for survey control.
 NE1660
 NE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1660.See file dsdata.pdf to determine how the superseded data were derived.
 NE1660
 NE1660_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1660_STAMPING: 47102 1980
 NE1660_MARK LOGO: MIDT
 NE1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1660+STABILITY: SURFACE MOTION
 NE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1660+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 NE1660
 NE1660  HISTORY     - Date     Condition        Report By
 NE1660  HISTORY     - 1980     MONUMENTED       MIDT
 NE1660  HISTORY     - 19910108 GOOD
 NE1660  HISTORY     - 19941213 GOOD             LOCENG
 NE1660  HISTORY     - 19950429 GOOD             USPSQD
 NE1660  HISTORY     - 20001201 POOR             LOCSUR
 NE1660
 NE1660                          STATION DESCRIPTION
 NE1660
 NE1660'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NE1660'STATION IS LOCATED IN QUAD. 420834, IN THE NORTHWEST 1/4 OF SECTION 2,
 NE1660'T-2-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1 MILE
 NE1660'SOUTHWEST OF THE CITY OF HOWELL AND ON THE HOWELL QUADRANGLE MAP.
 NE1660'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 OVERPASS FOR STATE
 NE1660'HIGHWAY 155, 1 MILE SOUTHWEST OF HOWELL, GO SOUTHEAST ALONG I-96 FOR
 NE1660'330 FT (100.6 M) TO STATION ON THE RIGHT AND IN THE HIGHWAY
 NE1660'RIGHT-OF-WAY.
 NE1660'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS 87.1 FT (26.5 M)
 NE1660'SOUTH OF MILE MARKER POST NUMBER 136, 86.0 FT (26.2 M) SOUTHWEST OF
 NE1660'THE CENTER OF THE I-96 EASTBOUND LANE, 66.0 FT (20.1 M) NORTHWEST OF
 NE1660'A NATURAL GAS LINE MARKER AND 17.3 FT (5.3 M) NORTHEAST OF THE
 NE1660'RIGHT-OF-WAY FENCE AND WITNESS POST WITH SIGN.
 NE1660
 NE1660                          STATION RECOVERY (1991)
 NE1660
 NE1660'RECOVERED 1991
 NE1660'RECOVERED IN GOOD CONDITION.
 NE1660
 NE1660                          STATION RECOVERY (1994)
 NE1660
 NE1660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SK)
 NE1660'RECOVERED AS DESCRIBED.
 NE1660
 NE1660                          STATION RECOVERY (1995)
 NE1660
 NE1660'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1660'RECOVERED IN GOOD CONDITION.
 NE1660
 NE1660                          STATION RECOVERY (2000)
 NE1660
 NE1660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CC)
 NE1660'MARK WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1545 ***********************************************************************
 NE1545  DESIGNATION -  47105
 NE1545  PID         -  NE1545
 NE1545  STATE/COUNTY-  MI/LIVINGSTON
 NE1545  COUNTRY     -  US
 NE1545  USGS QUAD   -  WEST HIGHLAND (2017)
 NE1545
 NE1545                         *CURRENT SURVEY CONTROL
 NE1545  ______________________________________________________________________
 NE1545* NAD 83(1994) POSITION- 42 38 04.84428(N) 083 44 54.34492(W)   ADJUSTED
 NE1545* NAD 83(1994) ELLIP HT-   266.918 (meters)        (07/17/02)   ADJUSTED
 NE1545* NAVD 88 ORTHO HEIGHT -   300.2   (meters)      985.    (feet) GPS OBS
 NE1545  ______________________________________________________________________
 NE1545  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1545  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 NE1545  NAD 83(1994) X  -    511,773.280 (meters)                     COMP
 NE1545  NAD 83(1994) Y  - -4,671,784.904 (meters)                     COMP
 NE1545  NAD 83(1994) Z  -  4,297,913.830 (meters)                     COMP
 NE1545  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 NE1545  HORZ ORDER      -  FIRST
 NE1545  ELLP ORDER      -  FOURTH    CLASS I
 NE1545
 NE1545.The horizontal coordinates were established by GPS observations
 NE1545.and adjusted by the National Geodetic Survey in February 1997.
 NE1545
 NE1545.The orthometric height was determined by GPS observations and a
 NE1545.high-resolution geoid model.
 NE1545
 NE1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1545.GEOID18 height accuracy estimate available here.
 NE1545
 NE1545.Click photographs - Photos may exist for this station.
 NE1545
 NE1545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1545
 NE1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1545
 NE1545.The ellipsoidal height was determined by GPS observations
 NE1545.and is referenced to NAD 83.
 NE1545
 NE1545. The following values were computed from the NAD 83(1994) position.
 NE1545
 NE1545;                    North         East     Units Scale Factor Converg.
 NE1545;SPC MI S     -   126,223.193 4,050,704.617   MT  0.99991638   +0 25 14.6
 NE1545;SPC MI S     -   414,118.09 13,289,713.31   iFT  0.99991638   +0 25 14.6
 NE1545;UTM  17      - 4,723,910.154   274,650.204   MT  1.00022483   -1 51 44.5
 NE1545
 NE1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1545!SPC MI S     -   0.99995814  x   0.99991638  =   0.99987452
 NE1545!UTM  17      -   0.99995814  x   1.00022483  =   1.00018296
 NE1545
 NE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7465023910(NAD 83)
 NE1545
 NE1545                          SUPERSEDED SURVEY CONTROL
 NE1545
 NE1545  ELLIP H (02/03/97)  266.971  (m)                       GP(       ) 4 1
 NE1545  NAD 83(1986)-  42 38 04.84776(N)    083 44 54.37521(W) AD(       ) 1
 NE1545  NAD 83(1986)-  42 38 04.84816(N)    083 44 54.37739(W) AD(       ) 1
 NE1545  NGVD 29 (03/27/91)  300.5    (m)  OSU 89B  model used  GPS OBS        
 NE1545
 NE1545.Superseded values are not recommended for survey control.
 NE1545
 NE1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1545.See file dsdata.pdf to determine how the superseded data were derived.
 NE1545
 NE1545_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1545_STAMPING: 47105 1980
 NE1545_MARK LOGO: MIDT
 NE1545_PROJECTION: FLUSH
 NE1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1545+STABILITY: SURFACE MOTION
 NE1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1545+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2006
 NE1545
 NE1545  HISTORY     - Date     Condition        Report By
 NE1545  HISTORY     - 1980     MONUMENTED       MIDT
 NE1545  HISTORY     - 19900125 GOOD             NGS
 NE1545  HISTORY     - 19980729 GOOD             OHM
 NE1545  HISTORY     - 20030721 GOOD             JCLS
 NE1545  HISTORY     - 20051213 GOOD             INDIV
 NE1545  HISTORY     - 20061218 GOOD             INDIV
 NE1545
 NE1545                          STATION DESCRIPTION
 NE1545
 NE1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1545'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND IN
 NE1545'QUAD. 420834 AND IN HARTLAND TOWNSHIP, IN THE SOUTHEAST 1/4 OF SECTION
 NE1545'21, T-3-N, R-6-E AND ON THE HARTLAND QUADRANGLE MAP.
 NE1545'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1545'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO EAST ON STATE
 NE1545'HIGHWAY 59 FOR 0.18 KM (0.10 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NE1545'NORTH ON HARTLAND FOR 0.14 KM (0.10 MI) TO A COMMUTER PARKING LOT AND
 NE1545'THE STATION ON THE LEFT, NORTHWEST OF THE NORTHWEST CORNER OF THE
 NE1545'PARKING LOT AND ON TOP OF A SMALL HILL.
 NE1545'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1545'CONCRETE POST THAT IS RECESSED 4 CM BELOW THE GROUND.  LOCATED 29.0 M
 NE1545'(95.1 FT) WEST-SOUTHWEST FROM A 29 INCH WILD CHERRY TREE, 10.8 M
 NE1545'(35.4 FT) NORTHWEST FROM THE NORTH END OF THE WEST FENCE OF THE
 NE1545'PARKING LOT AND 0.9 M (3.0 FT) EAST FROM A METAL WITNESS POST.
 NE1545'DESCRIBED BY E.J. HANSMANN.
 NE1545
 NE1545                          STATION RECOVERY (1998)
 NE1545
 NE1545'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1545'RECOVERED AS DESCRIBED.
 NE1545
 NE1545                          STATION RECOVERY (2003)
 NE1545
 NE1545'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NE1545'RECOVERED IN GOOD CONDITION.
 NE1545
 NE1545                          STATION RECOVERY (2005)
 NE1545
 NE1545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1545'RECOVERED IN GOOD CONDITION.
 NE1545
 NE1545                          STATION RECOVERY (2006)
 NE1545
 NE1545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1654 ***********************************************************************
 NE1654  DESIGNATION -  47106
 NE1654  PID         -  NE1654
 NE1654  STATE/COUNTY-  MI/LIVINGSTON
 NE1654  COUNTRY     -  US
 NE1654  USGS QUAD   -  BRIGHTON (2017)
 NE1654
 NE1654                         *CURRENT SURVEY CONTROL
 NE1654  ______________________________________________________________________
 NE1654* NAD 83(2011) POSITION- 42 31 04.34881(N) 083 45 24.15722(W)   ADJUSTED
 NE1654* NAD 83(2011) ELLIP HT-   252.210 (meters)        (06/27/12)   ADJUSTED
 NE1654* NAD 83(2011) EPOCH   -  2010.00
 NE1654* NAVD 88 ORTHO HEIGHT -   285.594 (meters)      936.99  (feet) ADJUSTED
 NE1654  ______________________________________________________________________
 NE1654  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 NE1654  NAD 83(2011) X  -    512,051.581 (meters)                     COMP
 NE1654  NAD 83(2011) Y  - -4,680,574.956 (meters)                     COMP
 NE1654  NAD 83(2011) Z  -  4,288,348.889 (meters)                     COMP
 NE1654  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 NE1654  DYNAMIC HEIGHT  -        285.515 (meters)      936.73  (feet) COMP
 NE1654  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 NE1654
 NE1654  VERT ORDER      -  FIRST     CLASS II
 NE1654
 NE1654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1654  Standards:
 NE1654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1654  -------------------------------------------------------------------
 NE1654  NETWORK    1.97   2.88           0.70   0.89   1.47      0.09541088
 NE1654  -------------------------------------------------------------------
 NE1654  Click here for local accuracies and other accuracy information.
 NE1654
 NE1654.The horizontal coordinates were established by GPS observations
 NE1654.and adjusted by the National Geodetic Survey in June 2012.
 NE1654
 NE1654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1654.been affixed to the stable North American tectonic plate. See 
 NE1654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1654
 NE1654.The horizontal coordinates are valid at the epoch date displayed above
 NE1654.which is a decimal equivalence of Year/Month/Day.
 NE1654
 NE1654.The orthometric height was determined by differential leveling and
 NE1654.adjusted by the NATIONAL GEODETIC SURVEY
 NE1654.in October 2009.
 NE1654
 NE1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1654.GEOID18 height accuracy estimate available here.
 NE1654
 NE1654.Click photographs - Photos may exist for this station.
 NE1654
 NE1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1654
 NE1654.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1654
 NE1654.The ellipsoidal height was determined by GPS observations
 NE1654.and is referenced to NAD 83.
 NE1654
 NE1654.The dynamic height is computed by dividing the NAVD 88
 NE1654.geopotential number by the normal gravity value computed on the
 NE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1654.degrees latitude (g = 980.6199 gals.).
 NE1654
 NE1654.The modeled gravity was interpolated from observed gravity values.
 NE1654
 NE1654. The following values were computed from the NAD 83(2011) position.
 NE1654
 NE1654;                    North         East     Units Scale Factor Converg.
 NE1654;SPC MI S     -   113,244.453 4,050,119.442   MT  0.99992729   +0 24 54.3
 NE1654;SPC MI S     -   371,536.92 13,287,793.44   iFT  0.99992729   +0 24 54.3
 NE1654;UTM  17      - 4,710,961.021   273,548.595   MT  1.00023097   -1 51 49.8
 NE1654
 NE1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1654!SPC MI S     -   0.99996045  x   0.99992729  =   0.99988774
 NE1654!UTM  17      -   0.99996045  x   1.00023097  =   1.00019141
 NE1654
 NE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7354810961(NAD 83)
 NE1654
 NE1654                          SUPERSEDED SURVEY CONTROL
 NE1654
 NE1654  NAD 83(2007)-  42 31 04.34877(N)    083 45 24.15795(W) AD(2002.00) 0
 NE1654  ELLIP H (02/10/07)  252.223  (m)                       GP(2002.00)    
 NE1654  ELLIP H (07/17/02)  252.261  (m)                       GP(       ) 4 1
 NE1654  NAD 83(1994)-  42 31 04.34767(N)    083 45 24.15642(W) AD(       ) 1
 NE1654  ELLIP H (02/03/97)  252.313  (m)                       GP(       ) 4 1
 NE1654  NAD 83(1986)-  42 31 04.34870(N)    083 45 24.17886(W) AD(       ) 1
 NE1654  NAVD 88 (04/29/92)  285.7    (m)  GEOID90  model used  GPS OBS        
 NE1654
 NE1654.Superseded values are not recommended for survey control.
 NE1654
 NE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1654.See file dsdata.pdf to determine how the superseded data were derived.
 NE1654
 NE1654_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1654_STAMPING: 47106 1980
 NE1654_MARK LOGO: MIDT
 NE1654_PROJECTION: FLUSH
 NE1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1654+STABILITY: SURFACE MOTION
 NE1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1654+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2011
 NE1654
 NE1654  HISTORY     - Date     Condition        Report By
 NE1654  HISTORY     - 1981     MONUMENTED       MIDT
 NE1654  HISTORY     - 19910111 GOOD
 NE1654  HISTORY     - 19990302 GOOD             USPSQD
 NE1654  HISTORY     - 20050831 GOOD             ADVGEO
 NE1654  HISTORY     - 20061217 GOOD             INDIV
 NE1654  HISTORY     - 20080328 GOOD             COLEM
 NE1654  HISTORY     - 20111010 GOOD             SURVSL
 NE1654
 NE1654                          STATION DESCRIPTION
 NE1654
 NE1654'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1981
 NE1654'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 32,
 NE1654'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1/2
 NE1654'MILE EAST OF THE EAST LIMITS OF BRIGHTON, JUST ACROSS NORTHBOUND U.S.
 NE1654'HIGHWAY 23 FROM THE NORTHWEST PART OF FONDA LAKE, BETWEEN NORTHBOUND
 NE1654'AND SOUTHBOUND U.S. HIGHWAY 23, SOUTH OF INTERSTATE HIGHWAY 96 AND ON
 NE1654'THE BRIGHTON QUADRANGLE MAP.
 NE1654'TO REACH THE STATION FROM THE I-96 AND GRAND RIVER AVENUE INTERCHANGE
 NE1654'AT THE NORTH CITY LIMITS OF BRIGHTON, GO SOUTHEASTERLY ON I-96 FOR
 NE1654'2.2 MI (3.5 KM) TO THE SOUTHBOUND U.S. 23 EXIT RAMP, TAKE THE RAMP TO
 NE1654'U.S. 23 AND IMMEDIATELY CROSSING THE SOUTHBOUND LANES, BEAR LEFT ONTO
 NE1654'AN ACCESS ROAD LEADING TO THE MAINTENANCE GARAGE.  CONTINUE EAST
 NE1654'FOLLOWING A CURVE TO THE LEFT, ACROSS ANOTHER ACCESS ROAD FOR ABOUT
 NE1654'100 FEET TO THE STATION ON THE RIGHT.
 NE1654'STATION IS RECSSED 30 CM BELOW GROUND.  IT IS 94 FT (28.7 M)
 NE1654'NORTHWEST FROM THE CENTER OF NORTHBOUND U.S. 23, 43.3 FT (13.2 M)
 NE1654'NORTHEAST FROM A 7-INCH PINE TREE, 18.0 FT (5.5 M) SOUTH FROM THE
 NE1654'CENTER OF THE ACCESS ROAD, 13.0 FT (4.0 M) EAST FROM A METAL SIGN
 NE1654'POST AND 4.0 FT (1.2 M) NORTH FROM THE METAL WITNESS POST WITH SIGN.
 NE1654
 NE1654                          STATION RECOVERY (1991)
 NE1654
 NE1654'RECOVERED 1991
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (1999)
 NE1654
 NE1654'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (2005)
 NE1654
 NE1654'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (2006)
 NE1654
 NE1654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (2008)
 NE1654
 NE1654'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1654'RECOVERED AS DESCRIBED.
 NE1654'
 NE1654'NOTE-- THE DISK HAS SOME SURFACE SCRATCHES.
 NE1654
 NE1654                          STATION RECOVERY (2011)
 NE1654
 NE1654'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2011 (CLP)
 NE1654'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1546 ***********************************************************************
 NE1546  DESIGNATION -  47200
 NE1546  PID         -  NE1546
 NE1546  STATE/COUNTY-  MI/LIVINGSTON
 NE1546  COUNTRY     -  US
 NE1546  USGS QUAD   -  OAK GROVE (2017)
 NE1546
 NE1546                         *CURRENT SURVEY CONTROL
 NE1546  ______________________________________________________________________
 NE1546* NAD 83(2011) POSITION- 42 38 03.89087(N) 083 52 32.61375(W)   NO CHECK
 NE1546* NAD 83(2011) ELLIP HT-   258.486 (meters)        (06/27/12)   NO CHECK
 NE1546* NAD 83(2011) EPOCH   -  2010.00
 NE1546* NAVD 88 ORTHO HEIGHT -   291.7   (meters)      957.    (feet) GPS OBS
 NE1546  ______________________________________________________________________
 NE1546  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1546  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 NE1546  NAD 83(2011) X  -    501,393.952 (meters)                     COMP
 NE1546  NAD 83(2011) Y  - -4,672,924.051 (meters)                     COMP
 NE1546  NAD 83(2011) Z  -  4,297,886.474 (meters)                     COMP
 NE1546  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 NE1546
 NE1546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1546  Standards:
 NE1546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1546  -------------------------------------------------------------------
 NE1546  NETWORK    4.62   9.27           1.71   1.95   4.73      0.42138845
 NE1546  -------------------------------------------------------------------
 NE1546  Click here for local accuracies and other accuracy information.
 NE1546
 NE1546.The horizontal coordinates were established by GPS observations
 NE1546.and adjusted by the National Geodetic Survey in June 2012.
 NE1546
 NE1546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1546.been affixed to the stable North American tectonic plate. See 
 NE1546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1546
 NE1546.The horizontal coordinates are valid at the epoch date displayed above
 NE1546.which is a decimal equivalence of Year/Month/Day.
 NE1546
 NE1546.No horizontal observational check was made to the station.
 NE1546
 NE1546.The orthometric height was determined by GPS observations and a
 NE1546.high-resolution geoid model.
 NE1546
 NE1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1546.GEOID18 height accuracy estimate available here.
 NE1546
 NE1546.Click photographs - Photos may exist for this station.
 NE1546
 NE1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1546
 NE1546.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1546
 NE1546.The ellipsoidal height was determined by GPS observations
 NE1546.and is referenced to NAD 83.
 NE1546
 NE1546. The following values were computed from the NAD 83(2011) position.
 NE1546
 NE1546;                    North         East     Units Scale Factor Converg.
 NE1546;SPC MI S     -   126,125.005 4,040,264.694   MT  0.99991640   +0 20 02.8
 NE1546;SPC MI S     -   413,795.95 13,255,461.59   iFT  0.99991640   +0 20 02.8
 NE1546;UTM  17      - 4,724,228.016   264,211.131   MT  1.00028406   -1 56 55.2
 NE1546
 NE1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1546!SPC MI S     -   0.99995946  x   0.99991640  =   0.99987587
 NE1546!UTM  17      -   0.99995946  x   1.00028406  =   1.00024351
 NE1546
 NE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6421124228(NAD 83)
 NE1546
 NE1546                          SUPERSEDED SURVEY CONTROL
 NE1546
 NE1546  NAD 83(2007)-  42 38 03.89140(N)    083 52 32.61401(W) AD(2002.00) 0
 NE1546  ELLIP H (02/10/07)  258.470  (m)                       GP(2002.00)    
 NE1546  ELLIP H (07/17/02)  258.513  (m)                       GP(       ) 4 1
 NE1546  NAD 83(1994)-  42 38 03.89007(N)    083 52 32.61267(W) AD(       ) 1
 NE1546  ELLIP H (02/03/97)  258.572  (m)                       GP(       ) 4 1
 NE1546  NAD 83(1986)-  42 38 03.89176(N)    083 52 32.63793(W) AD(       ) 1
 NE1546  NAD 83(1986)-  42 38 03.89336(N)    083 52 32.64276(W) AD(       ) 1
 NE1546  NGVD 29 (03/27/91)  292.0    (m)  OSU 89B  model used  GPS OBS        
 NE1546
 NE1546.Superseded values are not recommended for survey control.
 NE1546
 NE1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1546.See file dsdata.pdf to determine how the superseded data were derived.
 NE1546
 NE1546_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1546_STAMPING: 47200 1989
 NE1546_MARK LOGO: MIDT
 NE1546_PROJECTION: FLUSH
 NE1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1546+STABILITY: SURFACE MOTION
 NE1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1546+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2006
 NE1546
 NE1546  HISTORY     - Date     Condition        Report By
 NE1546  HISTORY     - 1989     MONUMENTED       MIDT
 NE1546  HISTORY     - 19900125 GOOD             NGS
 NE1546  HISTORY     - 19910626 GOOD             NGS
 NE1546  HISTORY     - 19980729 GOOD             OHM
 NE1546  HISTORY     - 20030303 GOOD             INDIV
 NE1546  HISTORY     - 20051213 GOOD             INDIV
 NE1546  HISTORY     - 20061218 GOOD             INDIV
 NE1546
 NE1546                          STATION DESCRIPTION
 NE1546
 NE1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1546'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1546'SOUTHWEST 1/4 OF SECTION 20, T-3-N, R-5-E AND ON THE OAK GROVE
 NE1546'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1546'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON STATE
 NE1546'HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND GO ON
 NE1546'LATSON ROAD FOR 0.53 KM (0.35 MI) TO THE STATION ON THE LEFT JUST
 NE1546'AFTER PASSING A DRIVEWAY.
 NE1546'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1546'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 18.8 M
 NE1546'(61.7 FT) NORTH FROM THE CENTER OF THE DRIVEWAY, 16.0 M (52.5 FT)
 NE1546'NORTHEAST FROM A 16 INCH MAPLE TREE, 10.0 M (32.8 FT) WEST FROM THE
 NE1546'CENTER OF LATSON ROAD, 9.8 M (32.2 FT) NORTHWEST FROM  A POST AND NO
 NE1546'PASSING ZONE SIGN, 1.5 M (4.9 FT) EAST FROM OF AN UNDERGROUND CABLE
 NE1546'JUNCTION BOX AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1546'DESCRIBED BY E.J. HANSMANN.
 NE1546
 NE1546                          STATION RECOVERY (1991)
 NE1546
 NE1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1546'THE STATION IS LOCATED IN OCEOLA TOWNSHIP.  OWNERSHIP--MICHIGAN
 NE1546'DEPARTMENT OF TRANSPORTATION.
 NE1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1546'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON
 NE1546'STATE HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND
 NE1546'GO ON LATSON ROAD FOR 0.53 KM (0.33 MI) TO THE STATION ON THE LEFT
 NE1546'JUST AFTER PASSING A DRIVEWAY.
 NE1546'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1546'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 18.8 M
 NE1546'(61.7 FT) NORTH FROM THE CENTER OF THE DRIVEWAY, 16.0 M (52.5 FT)
 NE1546'NORTHEAST FROM A 16 INCH MAPLE TREE, 10.0 M (32.8 FT) WEST FROM THE
 NE1546'CENTER OF LATSON ROAD, 9.8 M (32.2 FT) NORTHWEST FROM A POST AND NO
 NE1546'PASSING ZONE SIGN, 1.5 M (4.9 FT) EAST FROM OF AN UNDERGROUND CABLE
 NE1546'JUNCTION BOX AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1546
 NE1546                          STATION RECOVERY (1998)
 NE1546
 NE1546'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1546'RECOVERED AS DESCRIBED.
 NE1546
 NE1546                          STATION RECOVERY (2003)
 NE1546
 NE1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JW)
 NE1546'RECOVERED IN GOOD CONDITION.
 NE1546
 NE1546                          STATION RECOVERY (2005)
 NE1546
 NE1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1546'RECOVERED IN GOOD CONDITION.
 NE1546
 NE1546                          STATION RECOVERY (2006)
 NE1546
 NE1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1547 ***********************************************************************
 NE1547  DESIGNATION -  47201
 NE1547  PID         -  NE1547
 NE1547  STATE/COUNTY-  MI/LIVINGSTON
 NE1547  COUNTRY     -  US
 NE1547  USGS QUAD   -  OAK GROVE (2017)
 NE1547
 NE1547                         *CURRENT SURVEY CONTROL
 NE1547  ______________________________________________________________________
 NE1547* NAD 83(1994) POSITION- 42 38 26.01535(N) 083 52 32.48344(W)   ADJUSTED
 NE1547* NAD 83(1994) ELLIP HT-   262.788 (meters)        (07/17/02)   ADJUSTED
 NE1547* NAVD 88 ORTHO HEIGHT -   295.9   (meters)      971.    (feet) GPS OBS
 NE1547  ______________________________________________________________________
 NE1547  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1547  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 NE1547  NAD 83(1994) X  -    501,347.905 (meters)                     COMP
 NE1547  NAD 83(1994) Y  - -4,672,467.070 (meters)                     COMP
 NE1547  NAD 83(1994) Z  -  4,298,391.639 (meters)                     COMP
 NE1547  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 NE1547  HORZ ORDER      -  FIRST
 NE1547  ELLP ORDER      -  FOURTH    CLASS I
 NE1547
 NE1547.The horizontal coordinates were established by GPS observations
 NE1547.and adjusted by the National Geodetic Survey in February 1997.
 NE1547
 NE1547.The orthometric height was determined by GPS observations and a
 NE1547.high-resolution geoid model.
 NE1547
 NE1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1547.GEOID18 height accuracy estimate available here.
 NE1547
 NE1547.Click photographs - Photos may exist for this station.
 NE1547
 NE1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1547
 NE1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1547
 NE1547.The ellipsoidal height was determined by GPS observations
 NE1547.and is referenced to NAD 83.
 NE1547
 NE1547. The following values were computed from the NAD 83(1994) position.
 NE1547
 NE1547;                    North         East     Units Scale Factor Converg.
 NE1547;SPC MI S     -   126,807.652 4,040,263.682   MT  0.99991593   +0 20 02.8
 NE1547;SPC MI S     -   416,035.60 13,255,458.27   iFT  0.99991593   +0 20 02.8
 NE1547;UTM  17      - 4,724,910.412   264,237.322   MT  1.00028391   -1 56 56.0
 NE1547
 NE1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1547!SPC MI S     -   0.99995879  x   0.99991593  =   0.99987472
 NE1547!UTM  17      -   0.99995879  x   1.00028391  =   1.00024269
 NE1547
 NE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6423724910(NAD 83)
 NE1547
 NE1547                          SUPERSEDED SURVEY CONTROL
 NE1547
 NE1547  ELLIP H (02/03/97)  262.846  (m)                       GP(       ) 4 1
 NE1547  NAD 83(1986)-  42 38 26.01689(N)    083 52 32.50927(W) AD(       ) 1
 NE1547  NAD 83(1986)-  42 38 26.01846(N)    083 52 32.51443(W) AD(       ) 1
 NE1547  NGVD 29 (03/27/91)  296.2    (m)  OSU 89B  model used  GPS OBS        
 NE1547
 NE1547.Superseded values are not recommended for survey control.
 NE1547
 NE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1547.See file dsdata.pdf to determine how the superseded data were derived.
 NE1547
 NE1547_MARKER: DD = SURVEY DISK
 NE1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1547_STAMPING: 47201 1989
 NE1547_MARK LOGO: MIDT
 NE1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1547+STABILITY: SURFACE MOTION
 NE1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1547+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1547
 NE1547  HISTORY     - Date     Condition        Report By
 NE1547  HISTORY     - 1989     MONUMENTED       MIDT
 NE1547  HISTORY     - 19900125 GOOD             NGS
 NE1547  HISTORY     - 20011220 GOOD             INDIV
 NE1547  HISTORY     - 20030303 GOOD             INDIV
 NE1547  HISTORY     - 20051213 GOOD             INDIV
 NE1547
 NE1547                          STATION DESCRIPTION
 NE1547
 NE1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1547'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1547'NORTHWEST 1/4 OF SECTION 21, T-3-N, R-5-E AND ON THE OAK GROVE
 NE1547'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1547'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON STATE
 NE1547'HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NE1547'NORTH ON LATSON ROAD FOR 1.22 KM (0.75 MI) TO THE STATION ON THE
 NE1547'RIGHT.
 NE1547'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1547'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 67.5 M
 NE1547'(221.5 FT) NORTH FROM A FENCE, 14.7 M (48.2 FT) SOUTH-SOUTHEAST FROM A
 NE1547'POST AND PASS WITH CARE SIGN, 9.7 M (31.8 FT) EAST FROM THE CENTER OF
 NE1547'LATSON ROAD, 1.5 M (4.9 FT) WEST FROM THE WEST EDGE OF A CULIVATED
 NE1547'FIELD AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1547'DESCRIBED BY E.J. HANSMANN.
 NE1547
 NE1547                          STATION RECOVERY (2001)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JDH)
 NE1547'RECOVERED IN GOOD CONDITION.
 NE1547
 NE1547                          STATION RECOVERY (2003)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 NE1547'RECOVERED IN GOOD CONDITION.
 NE1547
 NE1547                          STATION RECOVERY (2005)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1548 ***********************************************************************
 NE1548  DESIGNATION -  47202
 NE1548  PID         -  NE1548
 NE1548  STATE/COUNTY-  MI/LIVINGSTON
 NE1548  COUNTRY     -  US
 NE1548  USGS QUAD   -  HARTLAND (2017)
 NE1548
 NE1548                         *CURRENT SURVEY CONTROL
 NE1548  ______________________________________________________________________
 NE1548* NAD 83(1994) POSITION- 42 38 44.64463(N) 083 50 12.27037(W)   ADJUSTED
 NE1548* NAD 83(1994) ELLIP HT-   263.143 (meters)        (07/17/02)   ADJUSTED
 NE1548* NAVD 88 ORTHO HEIGHT -   296.3   (meters)      972.    (feet) GPS OBS
 NE1548  ______________________________________________________________________
 NE1548  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1548  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 NE1548  NAD 83(1994) X  -    504,482.219 (meters)                     COMP
 NE1548  NAD 83(1994) Y  - -4,671,738.264 (meters)                     COMP
 NE1548  NAD 83(1994) Z  -  4,298,814.746 (meters)                     COMP
 NE1548  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 NE1548  HORZ ORDER      -  FIRST
 NE1548  ELLP ORDER      -  FOURTH    CLASS I
 NE1548
 NE1548.The horizontal coordinates were established by GPS observations
 NE1548.and adjusted by the National Geodetic Survey in February 1997.
 NE1548
 NE1548.The orthometric height was determined by GPS observations and a
 NE1548.high-resolution geoid model.
 NE1548
 NE1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1548.GEOID18 height accuracy estimate available here.
 NE1548
 NE1548.Click photographs - Photos may exist for this station.
 NE1548
 NE1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1548
 NE1548.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1548
 NE1548.The ellipsoidal height was determined by GPS observations
 NE1548.and is referenced to NAD 83.
 NE1548
 NE1548. The following values were computed from the NAD 83(1994) position.
 NE1548
 NE1548;                    North         East     Units Scale Factor Converg.
 NE1548;SPC MI S     -   127,401.803 4,043,454.050   MT  0.99991556   +0 21 38.3
 NE1548;SPC MI S     -   417,984.92 13,265,925.36   iFT  0.99991556   +0 21 38.3
 NE1548;UTM  17      - 4,725,377.163   267,449.979   MT  1.00026539   -1 55 21.5
 NE1548
 NE1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1548!SPC MI S     -   0.99995873  x   0.99991556  =   0.99987430
 NE1548!UTM  17      -   0.99995873  x   1.00026539  =   1.00022411
 NE1548
 NE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6744925377(NAD 83)
 NE1548
 NE1548                          SUPERSEDED SURVEY CONTROL
 NE1548
 NE1548  ELLIP H (02/03/97)  263.199  (m)                       GP(       ) 4 1
 NE1548  NAD 83(1986)-  42 38 44.64614(N)    083 50 12.29656(W) AD(       ) 1
 NE1548  NAD 83(1986)-  42 38 44.64774(N)    083 50 12.30140(W) AD(       ) 1
 NE1548  NGVD 29 (03/27/91)  296.7    (m)  OSU 89B  model used  GPS OBS        
 NE1548
 NE1548.Superseded values are not recommended for survey control.
 NE1548
 NE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1548.See file dsdata.pdf to determine how the superseded data were derived.
 NE1548
 NE1548_MARKER: DD = SURVEY DISK
 NE1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1548_STAMPING: 47202 1989
 NE1548_MARK LOGO: MIDT
 NE1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1548+STABILITY: SURFACE MOTION
 NE1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1548+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2006
 NE1548
 NE1548  HISTORY     - Date     Condition        Report By
 NE1548  HISTORY     - 1989     MONUMENTED       MIDT
 NE1548  HISTORY     - 19900126 GOOD             NGS
 NE1548  HISTORY     - 20051213 GOOD             INDIV
 NE1548  HISTORY     - 20061218 GOOD             INDIV
 NE1548
 NE1548                          STATION DESCRIPTION
 NE1548
 NE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1548'THE STATION IS LOCATED IN QUAD. 429834, IN OCEOLA TOWNSHIP, IN THE
 NE1548'SOUTHWEST 1/4 OF SECTION 14, T-3-N, R-5-E AND ON THE HARTLAND
 NE1548'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1548'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1548'HIGHWAY FOR 7.21 KM (4.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NE1548'ON ARGENTINE ROAD FOR 1.68 KM (1.05 MI) TO THE STATION ON THE RIGHT
 NE1548'JUST AFTER PASSING BROPHY ROAD.
 NE1548'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1548'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 55.5 M
 NE1548'(182.1 FT) NORTH FROM THE CENTER OF BROPHY ROAD, 25.4 M (83.3 FT)
 NE1548'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE, 8.4 M (27.6 FT)
 NE1548'EAST FROM THE CENTER OF ARGENTINE ROAD AND 0.6 M (2.0 FT) WEST FROM A
 NE1548'METAL WITNESS POST.
 NE1548'DESCRIBED BY E.J. HANSMANN.
 NE1548
 NE1548                          STATION RECOVERY (2005)
 NE1548
 NE1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1548'RECOVERED IN GOOD CONDITION.
 NE1548
 NE1548                          STATION RECOVERY (2006)
 NE1548
 NE1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1549 ***********************************************************************
 NE1549  DESIGNATION -  47203
 NE1549  PID         -  NE1549
 NE1549  STATE/COUNTY-  MI/LIVINGSTON
 NE1549  COUNTRY     -  US
 NE1549  USGS QUAD   -  HARTLAND (2017)
 NE1549
 NE1549                         *CURRENT SURVEY CONTROL
 NE1549  ______________________________________________________________________
 NE1549* NAD 83(2011) POSITION- 42 38 09.95205(N) 083 50 11.95589(W)   ADJUSTED
 NE1549* NAD 83(2011) ELLIP HT-   275.012 (meters)        (06/27/12)   ADJUSTED
 NE1549* NAD 83(2011) EPOCH   -  2010.00
 NE1549* NAVD 88 ORTHO HEIGHT -   308.2   (meters)     1011.    (feet) GPS OBS
 NE1549  ______________________________________________________________________
 NE1549  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1549  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 NE1549  NAD 83(2011) X  -    504,568.139 (meters)                     COMP
 NE1549  NAD 83(2011) Y  - -4,672,467.183 (meters)                     COMP
 NE1549  NAD 83(2011) Z  -  4,298,035.268 (meters)                     COMP
 NE1549  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 NE1549
 NE1549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1549  Standards:
 NE1549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1549  -------------------------------------------------------------------
 NE1549  NETWORK    4.39   8.47           1.55   1.92   4.32      0.38287001
 NE1549  -------------------------------------------------------------------
 NE1549  Click here for local accuracies and other accuracy information.
 NE1549
 NE1549.The horizontal coordinates were established by GPS observations
 NE1549.and adjusted by the National Geodetic Survey in June 2012.
 NE1549
 NE1549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1549.been affixed to the stable North American tectonic plate. See 
 NE1549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1549
 NE1549.The horizontal coordinates are valid at the epoch date displayed above
 NE1549.which is a decimal equivalence of Year/Month/Day.
 NE1549
 NE1549.The orthometric height was determined by GPS observations and a
 NE1549.high-resolution geoid model.
 NE1549
 NE1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1549.GEOID18 height accuracy estimate available here.
 NE1549
 NE1549.Click photographs - Photos may exist for this station.
 NE1549
 NE1549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1549
 NE1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1549
 NE1549.The ellipsoidal height was determined by GPS observations
 NE1549.and is referenced to NAD 83.
 NE1549
 NE1549. The following values were computed from the NAD 83(2011) position.
 NE1549
 NE1549;                    North         East     Units Scale Factor Converg.
 NE1549;SPC MI S     -   126,331.446 4,043,467.952   MT  0.99991627   +0 21 38.5
 NE1549;SPC MI S     -   414,473.25 13,265,970.97   iFT  0.99991627   +0 21 38.5
 NE1549;UTM  17      - 4,724,306.727   267,421.220   MT  1.00026556   -1 55 20.1
 NE1549
 NE1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1549!SPC MI S     -   0.99995687  x   0.99991627  =   0.99987315
 NE1549!UTM  17      -   0.99995687  x   1.00026556  =   1.00022242
 NE1549
 NE1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6742124306(NAD 83)
 NE1549
 NE1549                          SUPERSEDED SURVEY CONTROL
 NE1549
 NE1549  NAD 83(2007)-  42 38 09.95260(N)    083 50 11.95641(W) AD(2002.00) 0
 NE1549  ELLIP H (02/10/07)  275.015  (m)                       GP(2002.00)    
 NE1549  ELLIP H (07/17/02)  275.048  (m)                       GP(       ) 4 1
 NE1549  NAD 83(1994)-  42 38 09.95189(N)    083 50 11.95625(W) AD(       ) 1
 NE1549  ELLIP H (02/03/97)  275.096  (m)                       GP(       ) 4 1
 NE1549  NAD 83(1986)-  42 38 09.95314(N)    083 50 11.98217(W) AD(       ) 1
 NE1549  NAD 83(1986)-  42 38 09.95469(N)    083 50 11.98669(W) AD(       ) 1
 NE1549  NGVD 29 (03/27/91)  308.6    (m)  OSU 89B  model used  GPS OBS        
 NE1549
 NE1549.Superseded values are not recommended for survey control.
 NE1549
 NE1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1549.See file dsdata.pdf to determine how the superseded data were derived.
 NE1549
 NE1549_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1549_STAMPING: 47203 1989
 NE1549_MARK LOGO: MIDT
 NE1549_PROJECTION: FLUSH
 NE1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1549+STABILITY: SURFACE MOTION
 NE1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1549+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 NE1549
 NE1549  HISTORY     - Date     Condition        Report By
 NE1549  HISTORY     - 1989     MONUMENTED       MIDT
 NE1549  HISTORY     - 19900126 GOOD             NGS
 NE1549  HISTORY     - 19910115 GOOD
 NE1549  HISTORY     - 19980729 GOOD             OHM
 NE1549  HISTORY     - 20051213 GOOD             INDIV
 NE1549  HISTORY     - 20061213 GOOD             INDIV
 NE1549
 NE1549                          STATION DESCRIPTION
 NE1549
 NE1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1549'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1549'SOUTHEAST 1/4 OF SECTION 22, T-3-N, R-5-E AND ON THE HARTLAND
 NE1549'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1549'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1549'HIGHWAY 59 FOR 7.21 KM (4.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 NE1549'NORTH ON ARGENTINE ROAD FOR 0.61 KM (0.40 MI) TO THE STATION ON THE
 NE1549'LEFT JUST AFTER PASSING ARGENTINE COURT.
 NE1549'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1549'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 24.0 M
 NE1549'(78.7 FT) NORTH FROM AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 17.5
 NE1549'M (57.4 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE ROAD, 16.0 M
 NE1549'(52.5 FT) NORTH FROM THE EXTENDED CENTER OF ARGENTINE COURT, 7.8 M
 NE1549'(25.6 FT) WEST FROM THE CENTER OF ARGENTINE ROAD, 1.7 M (5.6 FT) EAST
 NE1549'FROM A FENCE AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1549'DESCRIBED BY E.J. HANSMANN.
 NE1549
 NE1549                          STATION RECOVERY (1991)
 NE1549
 NE1549'RECOVERED 1991
 NE1549'RECOVERED IN GOOD CONDITION.
 NE1549
 NE1549                          STATION RECOVERY (1998)
 NE1549
 NE1549'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1549'RECOVERED AS DESCRIBED.
 NE1549
 NE1549                          STATION RECOVERY (2005)
 NE1549
 NE1549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1549'RECOVERED IN GOOD CONDITION.
 NE1549
 NE1549                          STATION RECOVERY (2006)
 NE1549
 NE1549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1550 ***********************************************************************
 NE1550  DESIGNATION -  47204
 NE1550  PID         -  NE1550
 NE1550  STATE/COUNTY-  MI/LIVINGSTON
 NE1550  COUNTRY     -  US
 NE1550  USGS QUAD   -  HARTLAND (2017)
 NE1550
 NE1550                         *CURRENT SURVEY CONTROL
 NE1550  ______________________________________________________________________
 NE1550* NAD 83(1994) POSITION- 42 38 35.36642(N) 083 45 13.66963(W)   ADJUSTED
 NE1550* NAD 83(1994) ELLIP HT-   271.030 (meters)        (07/17/02)   ADJUSTED
 NE1550* NAVD 88 ORTHO HEIGHT -   304.4   (meters)      999.    (feet) GPS OBS
 NE1550  ______________________________________________________________________
 NE1550  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1550  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 NE1550  NAD 83(1994) X  -    511,266.499 (meters)                     COMP
 NE1550  NAD 83(1994) Y  - -4,671,201.628 (meters)                     COMP
 NE1550  NAD 83(1994) Z  -  4,298,609.487 (meters)                     COMP
 NE1550  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 NE1550  HORZ ORDER      -  FIRST
 NE1550  ELLP ORDER      -  FOURTH    CLASS I
 NE1550
 NE1550.The horizontal coordinates were established by GPS observations
 NE1550.and adjusted by the National Geodetic Survey in February 1997.
 NE1550
 NE1550.The orthometric height was determined by GPS observations and a
 NE1550.high-resolution geoid model.
 NE1550
 NE1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1550.GEOID18 height accuracy estimate available here.
 NE1550
 NE1550.Click photographs - Photos may exist for this station.
 NE1550
 NE1550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1550
 NE1550.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1550
 NE1550.The ellipsoidal height was determined by GPS observations
 NE1550.and is referenced to NAD 83.
 NE1550
 NE1550. The following values were computed from the NAD 83(1994) position.
 NE1550
 NE1550;                    North         East     Units Scale Factor Converg.
 NE1550;SPC MI S     -   127,161.696 4,050,257.516   MT  0.99991574   +0 25 01.5
 NE1550;SPC MI S     -   417,197.17 13,288,246.44   iFT  0.99991574   +0 25 01.5
 NE1550;UTM  17      - 4,724,866.021   274,240.721   MT  1.00022710   -1 51 58.6
 NE1550
 NE1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1550!SPC MI S     -   0.99995750  x   0.99991574  =   0.99987324
 NE1550!UTM  17      -   0.99995750  x   1.00022710  =   1.00018459
 NE1550
 NE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7424024866(NAD 83)
 NE1550
 NE1550                          SUPERSEDED SURVEY CONTROL
 NE1550
 NE1550  ELLIP H (02/03/97)  271.082  (m)                       GP(       ) 4 1
 NE1550  NAD 83(1986)-  42 38 35.36983(N)    083 45 13.69988(W) AD(       ) 1
 NE1550  NAD 83(1986)-  42 38 35.37029(N)    083 45 13.70211(W) AD(       ) 1
 NE1550  NGVD 29 (03/27/91)  304.6    (m)  OSU 89B  model used  GPS OBS        
 NE1550
 NE1550.Superseded values are not recommended for survey control.
 NE1550
 NE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1550.See file dsdata.pdf to determine how the superseded data were derived.
 NE1550
 NE1550_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1550_STAMPING: 47204 1989
 NE1550_MARK LOGO: MIDT
 NE1550_PROJECTION: FLUSH
 NE1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1550+STABILITY: SURFACE MOTION
 NE1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1550+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 NE1550
 NE1550  HISTORY     - Date     Condition        Report By
 NE1550  HISTORY     - 1989     MONUMENTED       MIDT
 NE1550  HISTORY     - 19900126 GOOD             NGS
 NE1550  HISTORY     - 19980729 GOOD             OHM
 NE1550  HISTORY     - 20051213 GOOD             INDIV
 NE1550  HISTORY     - 20061219 GOOD             INDIV
 NE1550  HISTORY     - 20250614 GOOD             MIDT
 NE1550
 NE1550                          STATION DESCRIPTION
 NE1550
 NE1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1550'THE STATION IS LOCATED IN QUAD. 420834, IN HARTLAND, IN THE NORTHWEST
 NE1550'1/4 OF SECTION 21, T-3-N, R-6-E AND ON THE HARTLAND QUADRANGLE MAP.
 NE1550'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1550'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1550'HIGHWAY 59 FOR 0.31 KM (0.20 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 NE1550'NORTH ON OLD 23 FOR 1.11 KM (0.70 MI) TO THE STATION ON THE RIGHT.
 NE1550'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1550'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 45.5 M
 NE1550'(149.3 FT) NORTH FROM A UTILITY POLE, 18.7 M (61.4 FT) EAST FROM THE
 NE1550'CENTER OF OLD 23, 4.2 M (13.8 FT) WEST FROM A FENCE AND 0.6 M
 NE1550'(2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1550'DESCRIBED BY E.J. HANSMANN.
 NE1550
 NE1550                          STATION RECOVERY (1998)
 NE1550
 NE1550'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1550'RECOVERED AS DESCRIBED.
 NE1550
 NE1550                          STATION RECOVERY (2005)
 NE1550
 NE1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1550'RECOVERED IN GOOD CONDITION.
 NE1550
 NE1550                          STATION RECOVERY (2006)
 NE1550
 NE1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1550'RECOVERED IN GOOD CONDITION.
 NE1550
 NE1550                          STATION RECOVERY (2025)
 NE1550
 NE1550'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NE1550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1655 ***********************************************************************
 NE1655  DESIGNATION -  47205
 NE1655  PID         -  NE1655
 NE1655  STATE/COUNTY-  MI/LIVINGSTON
 NE1655  COUNTRY     -  US
 NE1655  USGS QUAD   -  BRIGHTON (2017)
 NE1655
 NE1655                         *CURRENT SURVEY CONTROL
 NE1655  ______________________________________________________________________
 NE1655* NAD 83(2011) POSITION- 42 30 40.53414(N) 083 45 31.90616(W)   ADJUSTED
 NE1655* NAD 83(2011) ELLIP HT-   241.331 (meters)        (06/27/12)   ADJUSTED
 NE1655* NAD 83(2011) EPOCH   -  2010.00
 NE1655* NAVD 88 ORTHO HEIGHT -   274.8   (meters)      902.    (feet) GPS OBS
 NE1655  ______________________________________________________________________
 NE1655  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NE1655  GEOID HEIGHT    -        -33.460 (meters)                     GEOID90
 NE1655  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 NE1655  NAD 83(2011) X  -    511,928.857 (meters)                     COMP
 NE1655  NAD 83(2011) Y  - -4,681,079.880 (meters)                     COMP
 NE1655  NAD 83(2011) Z  -  4,287,799.864 (meters)                     COMP
 NE1655  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 NE1655
 NE1655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1655  Standards:
 NE1655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1655  -------------------------------------------------------------------
 NE1655  NETWORK    2.00   2.88           0.71   0.90   1.47      0.09829338
 NE1655  -------------------------------------------------------------------
 NE1655  Click here for local accuracies and other accuracy information.
 NE1655
 NE1655.The horizontal coordinates were established by GPS observations
 NE1655.and adjusted by the National Geodetic Survey in June 2012.
 NE1655
 NE1655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1655.been affixed to the stable North American tectonic plate. See 
 NE1655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1655
 NE1655.The horizontal coordinates are valid at the epoch date displayed above
 NE1655.which is a decimal equivalence of Year/Month/Day.
 NE1655
 NE1655.The orthometric height was determined by GPS observations and a
 NE1655.high-resolution geoid model.
 NE1655
 NE1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1655.GEOID18 height accuracy estimate available here.
 NE1655
 NE1655.Click photographs - Photos may exist for this station.
 NE1655
 NE1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1655
 NE1655.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1655
 NE1655.The ellipsoidal height was determined by GPS observations
 NE1655.and is referenced to NAD 83.
 NE1655
 NE1655. The following values were computed from the NAD 83(2011) position.
 NE1655
 NE1655;                    North         East     Units Scale Factor Converg.
 NE1655;SPC MI S     -   112,508.409 4,049,947.882   MT  0.99992803   +0 24 49.1
 NE1655;SPC MI S     -   369,122.08 13,287,230.58   iFT  0.99992803   +0 24 49.1
 NE1655;UTM  17      - 4,710,232.160   273,347.843   MT  1.00023209   -1 51 54.2
 NE1655
 NE1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1655!SPC MI S     -   0.99996215  x   0.99992803  =   0.99989019
 NE1655!UTM  17      -   0.99996215  x   1.00023209  =   1.00019423
 NE1655
 NE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7334710232(NAD 83)
 NE1655
 NE1655                          SUPERSEDED SURVEY CONTROL
 NE1655
 NE1655  NAD 83(2007)-  42 30 40.53410(N)    083 45 31.90689(W) AD(2002.00) 0
 NE1655  ELLIP H (02/10/07)  241.342  (m)                       GP(2002.00)    
 NE1655  ELLIP H (07/17/02)  241.382  (m)                       GP(       ) 4 1
 NE1655  NAD 83(1994)-  42 30 40.53300(N)    083 45 31.90536(W) AD(       ) 1
 NE1655  ELLIP H (02/03/97)  241.434  (m)                       GP(       ) 4 1
 NE1655  NAD 83(1986)-  42 30 40.53403(N)    083 45 31.92780(W) AD(       ) 1
 NE1655
 NE1655.Superseded values are not recommended for survey control.
 NE1655
 NE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1655.See file dsdata.pdf to determine how the superseded data were derived.
 NE1655
 NE1655_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1655_STAMPING: 47205 1990
 NE1655_MARK LOGO: MIDT
 NE1655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1655+STABILITY: SURFACE MOTION
 NE1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1655+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 NE1655
 NE1655  HISTORY     - Date     Condition        Report By
 NE1655  HISTORY     - 1990     MONUMENTED       MIDT
 NE1655  HISTORY     - 19910116 GOOD
 NE1655  HISTORY     - 20040115 GOOD             ROWEIN
 NE1655  HISTORY     - 20050831 GOOD             ADVGEO
 NE1655  HISTORY     - 20061219 GOOD             INDIV
 NE1655
 NE1655                          STATION DESCRIPTION
 NE1655
 NE1655'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1655'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 5,
 NE1655'T-1-N, R-6-E, GREENOAK TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT
 NE1655'1-1/2 MILES SOUTHEAST OF BRIGHTON, 1 MILE SOUTH OF THE INTERSTATE
 NE1655'HIGHWAY 96 AND U.S. HIGHWAY 23 INTERCHANGE AND ON THE BRIGHTON
 NE1655'QUADRANGLE MAP.
 NE1655'TO REACH THE STATION FROM THE STOP LIGHT AT GRAND RIVER AVENUE AND
 NE1655'WHITMORE LAKE ROAD (OLD US 23) EAST OF BRIGHTON, GO SOUTH ON WHITMORE
 NE1655'LAKE ROAD 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, JUST SOUTH OF
 NE1655'A RAILROAD BRIDGE OVER THE ROAD.
 NE1655'STATION IS SET FLUSH WITH GROUND.  IT IS 100 FT (30.5 M) SOUTHEAST
 NE1655'FROM AN OAK TREE, 93 FT (28.3 M) SOUTH FROM THE SOUTHWEST RAILROAD
 NE1655'BRIDGE ABUTMENT AND METAL WITNESS POST WITH SIGN, 76.0 FT (23.2 M)
 NE1655'SOUTHEAST FROM A UTILITY POLE, 54.0 FT (16.5 M) NORTHEAST FROM A
 NE1655'UTILITY POLE, 46.0 FT (14.0 M) SOUTHEAST FROM A CEDAR TREE AND 7.0 FT
 NE1655'(2.1 M) WEST OF THE CURB.
 NE1655
 NE1655                          STATION RECOVERY (1991)
 NE1655
 NE1655'RECOVERED 1991
 NE1655'RECOVERED IN GOOD CONDITION.
 NE1655
 NE1655                          STATION RECOVERY (2004)
 NE1655
 NE1655'RECOVERY NOTE BY ROWE INCORPORATED 2004 (DLS)
 NE1655'RECOVERED IN GOOD CONDITION.
 NE1655
 NE1655                          STATION RECOVERY (2005)
 NE1655
 NE1655'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1655'RECOVERED IN GOOD CONDITION.
 NE1655
 NE1655                          STATION RECOVERY (2006)
 NE1655
 NE1655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1653 ***********************************************************************
 NE1653  DESIGNATION -  47206
 NE1653  PID         -  NE1653
 NE1653  STATE/COUNTY-  MI/LIVINGSTON
 NE1653  COUNTRY     -  US
 NE1653  USGS QUAD   -  KENT LAKE (2017)
 NE1653
 NE1653                         *CURRENT SURVEY CONTROL
 NE1653  ______________________________________________________________________
 NE1653* NAD 83(2011) POSITION- 42 31 18.31608(N) 083 44 19.18370(W)   ADJUSTED
 NE1653* NAD 83(2011) ELLIP HT-   249.814 (meters)        (06/27/12)   ADJUSTED
 NE1653* NAD 83(2011) EPOCH   -  2010.00
 NE1653* NAVD 88 ORTHO HEIGHT -   283.227 (meters)      929.22  (feet) ADJUSTED
 NE1653  ______________________________________________________________________
 NE1653  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 NE1653  NAD 83(2011) X  -    513,493.978 (meters)                     COMP
 NE1653  NAD 83(2011) Y  - -4,680,122.121 (meters)                     COMP
 NE1653  NAD 83(2011) Z  -  4,288,664.934 (meters)                     COMP
 NE1653  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 NE1653  DYNAMIC HEIGHT  -        283.149 (meters)      928.96  (feet) COMP
 NE1653  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 NE1653
 NE1653  VERT ORDER      -  FIRST     CLASS II
 NE1653
 NE1653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1653  Standards:
 NE1653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1653  -------------------------------------------------------------------
 NE1653  NETWORK    2.00   2.80           0.71   0.90   1.43      0.09824552
 NE1653  -------------------------------------------------------------------
 NE1653  Click here for local accuracies and other accuracy information.
 NE1653
 NE1653.The horizontal coordinates were established by GPS observations
 NE1653.and adjusted by the National Geodetic Survey in June 2012.
 NE1653
 NE1653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1653.been affixed to the stable North American tectonic plate. See 
 NE1653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1653
 NE1653.The horizontal coordinates are valid at the epoch date displayed above
 NE1653.which is a decimal equivalence of Year/Month/Day.
 NE1653
 NE1653.The orthometric height was determined by differential leveling and
 NE1653.adjusted by the NATIONAL GEODETIC SURVEY
 NE1653.in October 2009.
 NE1653
 NE1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1653.GEOID18 height accuracy estimate available here.
 NE1653
 NE1653.Click photographs - Photos may exist for this station.
 NE1653
 NE1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1653
 NE1653.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1653
 NE1653.The ellipsoidal height was determined by GPS observations
 NE1653.and is referenced to NAD 83.
 NE1653
 NE1653.The dynamic height is computed by dividing the NAVD 88
 NE1653.geopotential number by the normal gravity value computed on the
 NE1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1653.degrees latitude (g = 980.6199 gals.).
 NE1653
 NE1653.The modeled gravity was interpolated from observed gravity values.
 NE1653
 NE1653. The following values were computed from the NAD 83(2011) position.
 NE1653
 NE1653;                    North         East     Units Scale Factor Converg.
 NE1653;SPC MI S     -   113,686.293 4,051,599.201   MT  0.99992686   +0 25 38.6
 NE1653;SPC MI S     -   372,986.53 13,292,648.30   iFT  0.99992686   +0 25 38.6
 NE1653;UTM  17      - 4,711,343.783   275,045.202   MT  1.00022265   -1 51 06.3
 NE1653
 NE1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1653!SPC MI S     -   0.99996082  x   0.99992686  =   0.99988769
 NE1653!UTM  17      -   0.99996082  x   1.00022265  =   1.00018346
 NE1653
 NE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7504511343(NAD 83)
 NE1653
 NE1653                          SUPERSEDED SURVEY CONTROL
 NE1653
 NE1653  NAD 83(2007)-  42 31 18.31604(N)    083 44 19.18443(W) AD(2002.00) 0
 NE1653  ELLIP H (02/10/07)  249.826  (m)                       GP(2002.00)    
 NE1653  ELLIP H (07/12/02)  249.862  (m)                       GP(       ) 4 1
 NE1653  NAD 83(1994)-  42 31 18.31494(N)    083 44 19.18290(W) AD(       ) 1
 NE1653  ELLIP H (02/03/97)  249.914  (m)                       GP(       ) 4 1
 NE1653  NAD 83(1986)-  42 31 18.31977(N)    083 44 19.21364(W) AD(       ) 1
 NE1653  NAD 83(1986)-  42 31 18.31598(N)    083 44 19.20535(W) AD(       ) 1
 NE1653  NAVD 88 (04/29/92)  283.3    (m)  GEOID90  model used  GPS OBS        
 NE1653
 NE1653.Superseded values are not recommended for survey control.
 NE1653
 NE1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1653.See file dsdata.pdf to determine how the superseded data were derived.
 NE1653
 NE1653_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1653_STAMPING: 47206 1990
 NE1653_MARK LOGO: MIDT
 NE1653_PROJECTION: FLUSH
 NE1653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1653+STABILITY: SURFACE MOTION
 NE1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1653+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1653
 NE1653  HISTORY     - Date     Condition        Report By
 NE1653  HISTORY     - 1990     MONUMENTED       MIDT
 NE1653  HISTORY     - 19910116 GOOD
 NE1653  HISTORY     - 19930311 GOOD             MIDT
 NE1653  HISTORY     - 20050831 GOOD             ADVGEO
 NE1653  HISTORY     - 20061219 GOOD             INDIV
 NE1653  HISTORY     - 20080328 GOOD             COLEM
 NE1653  HISTORY     - 20111010 GOOD             SURVSL
 NE1653
 NE1653                          STATION DESCRIPTION
 NE1653
 NE1653'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1653'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 33,
 NE1653'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT
 NE1653'1-1/2 MILES EAST OF BRIGHTON, 1 MILE WEST OF PLEASANT VALLEY ROAD AND
 NE1653'ON THE KENT LAKE QUADRANGLE MAP.
 NE1653'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY
 NE1653'23 INTERCHANGE AT THE NORTHEAST CORNER OF BRIGHTON, GO EAST ON I-96
 NE1653'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1653'STATION IS SET FLUSH WITH THE GROUND, 128 FT (39.0 M) WEST FROM THE
 NE1653'CENTER OF THE  MEDIAN CROSSOVER, 96.0 FT (29.3 M) WEST FROM A SIGN
 NE1653'ALL TRUCKS USE RIGHT 2 LANES, 9.0 FT (2.7 M) NORTH OF THE CHAIN
 NE1653'LINK FENCE AND WITNESS POST WITH SIGN.
 NE1653
 NE1653                          STATION RECOVERY (1991)
 NE1653
 NE1653'RECOVERED 1991
 NE1653'RECOVERED IN GOOD CONDITION.
 NE1653
 NE1653                          STATION RECOVERY (1993)
 NE1653
 NE1653'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE1653'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 33,
 NE1653'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1-1/2
 NE1653'MILES EAST OF BRIGHTON, 1 MILE (1.6 KM) WEST OF PLEASANT VALLEY ROAD
 NE1653'AND ON THE KENT LAKE QUADRANGLE MAP. TO REACH THE STATION FROM THE
 NE1653'INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY 23 INTERCHANGE AT THE NORTHEAST
 NE1653'CORNER OF BRIGHTON, GO EAST ON I-96 FOR 0.8 MI (1.3 KM) TO THE STATION
 NE1653'ON THE RIGHT AS DESCRIBED. STATION IS SET FLUSH WITH THE GROUND, 128
 NE1653'FT (39.0 M) WEST FROM THE CENTER OF THE  MEDIAN CROSSOVER, 96.0 FT
 NE1653'(29.3 M) WEST FROM A SIGN (ALL TRUCKS USE RIGHT 2 LANES), 9.0 FT (2.7
 NE1653'M) NORTH OF THE CHAIN LINK FENCE AND WITNESS POST WITH SIGN.
 NE1653
 NE1653                          STATION RECOVERY (2005)
 NE1653
 NE1653'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1653'RECOVERED IN GOOD CONDITION.
 NE1653
 NE1653                          STATION RECOVERY (2006)
 NE1653
 NE1653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1653'RECOVERED IN GOOD CONDITION.
 NE1653
 NE1653                          STATION RECOVERY (2008)
 NE1653
 NE1653'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1653'RECOVERED AS DESCRIBED.
 NE1653
 NE1653                          STATION RECOVERY (2011)
 NE1653
 NE1653'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2011 (CLP)
 NE1653'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1652 ***********************************************************************
 NE1652  DESIGNATION -  47207
 NE1652  PID         -  NE1652
 NE1652  STATE/COUNTY-  MI/LIVINGSTON
 NE1652  COUNTRY     -  US
 NE1652  USGS QUAD   -  KENT LAKE (2017)
 NE1652
 NE1652                         *CURRENT SURVEY CONTROL
 NE1652  ______________________________________________________________________
 NE1652* NAD 83(2011) POSITION- 42 31 23.17864(N) 083 42 42.51882(W)   ADJUSTED
 NE1652* NAD 83(2011) ELLIP HT-   249.164 (meters)        (06/27/12)   ADJUSTED
 NE1652* NAD 83(2011) EPOCH   -  2010.00
 NE1652* NAVD 88 ORTHO HEIGHT -   282.627 (meters)      927.25  (feet) ADJUSTED
 NE1652  ______________________________________________________________________
 NE1652  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 NE1652  NAD 83(2011) X  -    515,676.075 (meters)                     COMP
 NE1652  NAD 83(2011) Y  - -4,679,779.681 (meters)                     COMP
 NE1652  NAD 83(2011) Z  -  4,288,775.081 (meters)                     COMP
 NE1652  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 NE1652  DYNAMIC HEIGHT  -        282.548 (meters)      926.99  (feet) COMP
 NE1652  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 NE1652
 NE1652  VERT ORDER      -  FIRST     CLASS II
 NE1652
 NE1652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1652  Standards:
 NE1652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1652  -------------------------------------------------------------------
 NE1652  NETWORK    2.02   3.04           0.72   0.91   1.55      0.11787865
 NE1652  -------------------------------------------------------------------
 NE1652  Click here for local accuracies and other accuracy information.
 NE1652
 NE1652.The horizontal coordinates were established by GPS observations
 NE1652.and adjusted by the National Geodetic Survey in June 2012.
 NE1652
 NE1652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1652.been affixed to the stable North American tectonic plate. See 
 NE1652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1652
 NE1652.The horizontal coordinates are valid at the epoch date displayed above
 NE1652.which is a decimal equivalence of Year/Month/Day.
 NE1652
 NE1652.The orthometric height was determined by differential leveling and
 NE1652.adjusted by the NATIONAL GEODETIC SURVEY
 NE1652.in October 2009.
 NE1652
 NE1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1652.GEOID18 height accuracy estimate available here.
 NE1652
 NE1652.Click photographs - Photos may exist for this station.
 NE1652
 NE1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1652
 NE1652.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1652
 NE1652.The ellipsoidal height was determined by GPS observations
 NE1652.and is referenced to NAD 83.
 NE1652
 NE1652.The dynamic height is computed by dividing the NAVD 88
 NE1652.geopotential number by the normal gravity value computed on the
 NE1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1652.degrees latitude (g = 980.6199 gals.).
 NE1652
 NE1652.The modeled gravity was interpolated from observed gravity values.
 NE1652
 NE1652. The following values were computed from the NAD 83(2011) position.
 NE1652
 NE1652;                    North         East     Units Scale Factor Converg.
 NE1652;SPC MI S     -   113,853.127 4,053,804.198   MT  0.99992671   +0 26 44.3
 NE1652;SPC MI S     -   373,533.88 13,299,882.54   iFT  0.99992671   +0 26 44.3
 NE1652;UTM  17      - 4,711,422.817   277,255.731   MT  1.00021047   -1 50 01.1
 NE1652
 NE1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1652!SPC MI S     -   0.99996092  x   0.99992671  =   0.99988764
 NE1652!UTM  17      -   0.99996092  x   1.00021047  =   1.00017139
 NE1652
 NE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7725511422(NAD 83)
 NE1652
 NE1652                          SUPERSEDED SURVEY CONTROL
 NE1652
 NE1652  NAD 83(2007)-  42 31 23.17860(N)    083 42 42.51955(W) AD(2002.00) 0
 NE1652  ELLIP H (02/10/07)  249.176  (m)                       GP(2002.00)    
 NE1652  ELLIP H (07/17/02)  249.213  (m)                       GP(       ) 4 1
 NE1652  NAD 83(1994)-  42 31 23.17750(N)    083 42 42.51802(W) AD(       ) 1
 NE1652  ELLIP H (02/03/97)  249.265  (m)                       GP(       ) 4 1
 NE1652  NAD 83(1986)-  42 31 23.17854(N)    083 42 42.54046(W) AD(       ) 1
 NE1652  NAVD 88 (04/29/92)  282.7    (m)  GEOID90  model used  GPS OBS        
 NE1652
 NE1652.Superseded values are not recommended for survey control.
 NE1652
 NE1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1652.See file dsdata.pdf to determine how the superseded data were derived.
 NE1652
 NE1652_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1652_STAMPING: 47207 1990
 NE1652_MARK LOGO: MIDT
 NE1652_PROJECTION: FLUSH
 NE1652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1652+STABILITY: SURFACE MOTION
 NE1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1652+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1652
 NE1652  HISTORY     - Date     Condition        Report By
 NE1652  HISTORY     - 1990     MONUMENTED       MIDT
 NE1652  HISTORY     - 19910115 GOOD
 NE1652  HISTORY     - 20050805 GOOD             ADVGEO
 NE1652  HISTORY     - 20061219 GOOD             INDIV
 NE1652  HISTORY     - 20080328 GOOD             COLEM
 NE1652
 NE1652                          STATION DESCRIPTION
 NE1652
 NE1652'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1652'STATION IS LOCATED IN QUAD. 420834, IN THE SOUTHEAST 1/4 OF SECTION
 NE1652'34, T-2-N, R-6-E, BRIGHTON TOWNSHIP.  IT IS ABOUT 4 MILES EAST OF
 NE1652'BRIGHTON, 6 MILES NORTHEAST OF WHITMORE LAKE, 7 MILES NORTHWEST OF
 NE1652'MILFORD ON THE NORTH SIDE OF I-96 WITHIN THE RIGHT-OF-WAY AND ON THE
 NE1652'KENT LAKE QUADRANGLE MAP.
 NE1652'TO REACH THE STATION FROM INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY 23
 NE1652'INTERCHANGE, GO EAST ON I-96 FOR 2.5 MI (4.0 KM) TO A MEDIAN
 NE1652'CROSSOVER, TURN AROUND USING CROSSOVER AND GO BACK WEST 0.4 MI
 NE1652'(0.6 KM) TO THE STATION ON RIGHT, NORTH OF THE WEST BOUND LANE.   IT
 NE1652'IS APPROXIMATELY 500 FT (152.4 M) EAST OF THE BEGINNING OF THE
 NE1652'PLEASANT VALLEY EXIT RAMP.
 NE1652'STATION IS 165 FT (50.3 M) WEST FROM A SQUARE BRICK PILLAR FOR THE
 NE1652'SIGN FOR THE PLEASANT VALLAY BAPTIST CHURCH, 153.0 FT (46.6 M) NORTH
 NE1652'FROM MILE MARKER POST 150, 70.0 FT (21.3 M) NORTH FROM THE EDGE OF
 NE1652'THE BITUMINOUS SHOULDER OF I-96, 47.0 FT (14.3 M) NORTHEAST FROM A
 NE1652'SMALL CEDAR TREE, 16.0 FT (4.9 M) SOUTH FROM THE RIGHT-OF-WAY FENCE
 NE1652'AND WITNESS POST WITH SIGN.
 NE1652
 NE1652                          STATION RECOVERY (1991)
 NE1652
 NE1652'RECOVERED 1991
 NE1652'RECOVERED IN GOOD CONDITION.
 NE1652
 NE1652                          STATION RECOVERY (2005)
 NE1652
 NE1652'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (SFS)
 NE1652'RECOVERED IN GOOD CONDITION.
 NE1652
 NE1652                          STATION RECOVERY (2006)
 NE1652
 NE1652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1652'RECOVERED IN GOOD CONDITION.
 NE1652
 NE1652                          STATION RECOVERY (2008)
 NE1652
 NE1652'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1652'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1656 ***********************************************************************
 NE1656  DESIGNATION -  47208
 NE1656  PID         -  NE1656
 NE1656  STATE/COUNTY-  MI/LIVINGSTON
 NE1656  COUNTRY     -  US
 NE1656  USGS QUAD   -  BRIGHTON (2017)
 NE1656
 NE1656                         *CURRENT SURVEY CONTROL
 NE1656  ______________________________________________________________________
 NE1656* NAD 83(2011) POSITION- 42 33 28.77125(N) 083 49 22.31285(W)   ADJUSTED
 NE1656* NAD 83(2011) ELLIP HT-   275.709 (meters)        (06/27/12)   ADJUSTED
 NE1656* NAD 83(2011) EPOCH   -  2010.00
 NE1656* NAVD 88 ORTHO HEIGHT -   308.967 (meters)     1013.67  (feet) ADJUSTED
 NE1656  ______________________________________________________________________
 NE1656  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 NE1656  NAD 83(2011) X  -    506,324.655 (meters)                     COMP
 NE1656  NAD 83(2011) Y  - -4,678,184.774 (meters)                     COMP
 NE1656  NAD 83(2011) Z  -  4,291,648.510 (meters)                     COMP
 NE1656  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 NE1656  DYNAMIC HEIGHT  -        308.885 (meters)     1013.40  (feet) COMP
 NE1656  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 NE1656
 NE1656  VERT ORDER      -  FIRST     CLASS II
 NE1656
 NE1656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1656  Standards:
 NE1656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1656  -------------------------------------------------------------------
 NE1656  NETWORK    3.60   6.49           1.28   1.57   3.31      0.38697107
 NE1656  -------------------------------------------------------------------
 NE1656  Click here for local accuracies and other accuracy information.
 NE1656
 NE1656.The horizontal coordinates were established by GPS observations
 NE1656.and adjusted by the National Geodetic Survey in June 2012.
 NE1656
 NE1656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1656.been affixed to the stable North American tectonic plate. See 
 NE1656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1656
 NE1656.The horizontal coordinates are valid at the epoch date displayed above
 NE1656.which is a decimal equivalence of Year/Month/Day.
 NE1656
 NE1656.The orthometric height was determined by differential leveling and
 NE1656.adjusted by the NATIONAL GEODETIC SURVEY
 NE1656.in October 2009.
 NE1656
 NE1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1656.GEOID18 height accuracy estimate available here.
 NE1656
 NE1656.Click photographs - Photos may exist for this station.
 NE1656
 NE1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1656
 NE1656.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1656
 NE1656.The ellipsoidal height was determined by GPS observations
 NE1656.and is referenced to NAD 83.
 NE1656
 NE1656.The dynamic height is computed by dividing the NAVD 88
 NE1656.geopotential number by the normal gravity value computed on the
 NE1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1656.degrees latitude (g = 980.6199 gals.).
 NE1656
 NE1656.The modeled gravity was interpolated from observed gravity values.
 NE1656
 NE1656. The following values were computed from the NAD 83(2011) position.
 NE1656
 NE1656;                    North         East     Units Scale Factor Converg.
 NE1656;SPC MI S     -   117,663.165 4,044,654.911   MT  0.99992308   +0 22 12.3
 NE1656;SPC MI S     -   386,034.01 13,269,865.19   iFT  0.99992308   +0 22 12.3
 NE1656;UTM  17      - 4,715,595.073   268,262.446   MT  1.00026077   -1 54 36.2
 NE1656
 NE1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1656!SPC MI S     -   0.99995676  x   0.99992308  =   0.99987985
 NE1656!UTM  17      -   0.99995676  x   1.00026077  =   1.00021752
 NE1656
 NE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6826215595(NAD 83)
 NE1656
 NE1656                          SUPERSEDED SURVEY CONTROL
 NE1656
 NE1656  NAD 83(2007)-  42 33 28.77153(N)    083 49 22.31344(W) AD(2002.00) 0
 NE1656  ELLIP H (02/10/07)  275.712  (m)                       GP(2002.00)    
 NE1656  ELLIP H (07/17/02)  275.754  (m)                       GP(       ) 4 1
 NE1656  NAD 83(1994)-  42 33 28.77068(N)    083 49 22.31261(W) AD(       ) 1
 NE1656  ELLIP H (02/03/97)  275.802  (m)                       GP(       ) 4 1
 NE1656  NAD 83(1986)-  42 33 28.77201(N)    083 49 22.33751(W) AD(       ) 1
 NE1656  NAVD 88 (04/29/92)  309.0    (m)  GEOID90  model used  GPS OBS        
 NE1656
 NE1656.Superseded values are not recommended for survey control.
 NE1656
 NE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1656.See file dsdata.pdf to determine how the superseded data were derived.
 NE1656
 NE1656_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1656_STAMPING: 47208 1990
 NE1656_MARK LOGO: MIDT
 NE1656_PROJECTION: FLUSH
 NE1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1656+STABILITY: SURFACE MOTION
 NE1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1656+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1656
 NE1656  HISTORY     - Date     Condition        Report By
 NE1656  HISTORY     - 1990     MONUMENTED       MIDT
 NE1656  HISTORY     - 19910114 GOOD
 NE1656  HISTORY     - 20061219 GOOD             INDIV
 NE1656  HISTORY     - 20080328 GOOD             COLEM
 NE1656
 NE1656                          STATION DESCRIPTION
 NE1656
 NE1656'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1656'STATION IS LOCATED IN QUAD 42083, IN THE SOUTHEAST 1/4 OF SECTION 14,
 NE1656'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3 MILES
 NE1656'NORTHWEST OF BRIGHTON, 3/4 MILE EASTERLY OF DORR RD, ON THE NORTH
 NE1656'SIDE OF I-96, 1-1/4 MILES SOUTHEAST OF LAKE CHEMUNG AND ON THE
 NE1656'BRIGHTON QUADRANGLE MAP.
 NE1656'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NE1656'AVENUE INTERCHANGE (EXIT 145) WEST OF BRIGHTON, GO WEST ON I-96 FOR
 NE1656'2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT NEAR THE TOP OF A HILL AS
 NE1656'DESCRIBED.
 NE1656'STATION IS SET FLUSH WITH THE GROUND.  IT IS 190.0 FT (57.9 M)
 NE1656'NORTHWEST FROM A 18 INCH OAK, 151.0 FT (46.0 M) NORTHWEST FROM A 12
 NE1656'INCH SHAGBARK HICKORY, 44.0 FT (13.4 M) SOUTH OF THE NORTH
 NE1656'RIGHT-OF-WAY FENCE, 35 FT (10.7 M) NORTH OF THE NORTH EDGE OF THE
 NE1656'BITUMINOUS SHOULDER, 26.0 FT (7.9 M) SOUTHEAST FROM A SMALL CEDAR
 NE1656'TREE AND 3.5 FT (1.1 M) SOUTH OF A WITNESS POST WITH SIGN.
 NE1656
 NE1656                          STATION RECOVERY (1991)
 NE1656
 NE1656'RECOVERED 1991
 NE1656'RECOVERED IN GOOD CONDITION.
 NE1656
 NE1656                          STATION RECOVERY (2006)
 NE1656
 NE1656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1656'RECOVERED IN GOOD CONDITION.
 NE1656
 NE1656                          STATION RECOVERY (2008)
 NE1656
 NE1656'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1656'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1658 ***********************************************************************
 NE1658  DESIGNATION -  47209
 NE1658  PID         -  NE1658
 NE1658  STATE/COUNTY-  MI/LIVINGSTON
 NE1658  COUNTRY     -  US
 NE1658  USGS QUAD   -  HOWELL (2017)
 NE1658
 NE1658                         *CURRENT SURVEY CONTROL
 NE1658  ______________________________________________________________________
 NE1658* NAD 83(2011) POSITION- 42 34 43.24557(N) 083 53 27.38354(W)   ADJUSTED
 NE1658* NAD 83(2011) ELLIP HT-   271.201 (meters)        (06/27/12)   ADJUSTED
 NE1658* NAD 83(2011) EPOCH   -  2010.00
 NE1658* NAVD 88 ORTHO HEIGHT -   304.393 (meters)      998.66  (feet) ADJUSTED
 NE1658  ______________________________________________________________________
 NE1658  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 NE1658  NAD 83(2011) X  -    500,600.181 (meters)                     COMP
 NE1658  NAD 83(2011) Y  - -4,677,233.965 (meters)                     COMP
 NE1658  NAD 83(2011) Z  -  4,293,337.970 (meters)                     COMP
 NE1658  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 NE1658  DYNAMIC HEIGHT  -        304.315 (meters)      998.41  (feet) COMP
 NE1658  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 NE1658
 NE1658  VERT ORDER      -  FIRST     CLASS II
 NE1658
 NE1658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1658  Standards:
 NE1658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1658  -------------------------------------------------------------------
 NE1658  NETWORK    0.22   0.37           0.10   0.08   0.19      0.08140249
 NE1658  -------------------------------------------------------------------
 NE1658  Click here for local accuracies and other accuracy information.
 NE1658
 NE1658.The horizontal coordinates were established by GPS observations
 NE1658.and adjusted by the National Geodetic Survey in June 2012.
 NE1658
 NE1658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1658.been affixed to the stable North American tectonic plate. See 
 NE1658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1658
 NE1658.The horizontal coordinates are valid at the epoch date displayed above
 NE1658.which is a decimal equivalence of Year/Month/Day.
 NE1658
 NE1658.The orthometric height was determined by differential leveling and
 NE1658.adjusted by the NATIONAL GEODETIC SURVEY
 NE1658.in October 2009.
 NE1658
 NE1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1658.GEOID18 height accuracy estimate available here.
 NE1658
 NE1658.Click photographs - Photos may exist for this station.
 NE1658
 NE1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1658
 NE1658.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1658
 NE1658.The ellipsoidal height was determined by GPS observations
 NE1658.and is referenced to NAD 83.
 NE1658
 NE1658.The dynamic height is computed by dividing the NAVD 88
 NE1658.geopotential number by the normal gravity value computed on the
 NE1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1658.degrees latitude (g = 980.6199 gals.).
 NE1658
 NE1658.The modeled gravity was interpolated from observed gravity values.
 NE1658
 NE1658. The following values were computed from the NAD 83(2011) position.
 NE1658
 NE1658;                    North         East     Units Scale Factor Converg.
 NE1658;SPC MI S     -   119,927.139 4,039,051.920   MT  0.99992109   +0 19 25.5
 NE1658;SPC MI S     -   393,461.74 13,251,482.68   iFT  0.99992109   +0 19 25.5
 NE1658;UTM  17      - 4,718,081.077   262,752.023   MT  1.00029256   -1 57 24.9
 NE1658
 NE1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1658!SPC MI S     -   0.99995747  x   0.99992109  =   0.99987856
 NE1658!UTM  17      -   0.99995747  x   1.00029256  =   1.00025002
 NE1658
 NE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6275218081(NAD 83)
 NE1658
 NE1658                          SUPERSEDED SURVEY CONTROL
 NE1658
 NE1658  NAD 83(2007)-  42 34 43.24589(N)    083 53 27.38407(W) AD(2002.00) B
 NE1658  ELLIP H (10/19/09)  271.213  (m)                       GP(2002.00) 1 1
 NE1658  NAD 83(2007)-  42 34 43.24553(N)    083 53 27.38430(W) AD(2002.00) 0
 NE1658  ELLIP H (02/10/07)  271.225  (m)                       GP(2002.00)    
 NE1658  ELLIP H (07/17/02)  271.258  (m)                       GP(       ) 4 1
 NE1658  NAD 83(1994)-  42 34 43.24457(N)    083 53 27.38238(W) AD(       ) 1
 NE1658  ELLIP H (02/03/97)  271.307  (m)                       GP(       ) 4 1
 NE1658  NAD 83(1986)-  42 34 43.24567(N)    083 53 27.40493(W) AD(       ) 1
 NE1658  NAVD 88 (04/29/92)  304.4    (m)  GEOID90  model used  GPS OBS        
 NE1658
 NE1658.Superseded values are not recommended for survey control.
 NE1658
 NE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1658.See file dsdata.pdf to determine how the superseded data were derived.
 NE1658
 NE1658_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1658_STAMPING: 47209 1990
 NE1658_MARK LOGO: MIDT
 NE1658_PROJECTION: FLUSH
 NE1658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1658+STABILITY: SURFACE MOTION
 NE1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1658+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1658
 NE1658  HISTORY     - Date     Condition        Report By
 NE1658  HISTORY     - 1990     MONUMENTED       MIDT
 NE1658  HISTORY     - 19910109 GOOD
 NE1658  HISTORY     - 20061218 GOOD             INDIV
 NE1658  HISTORY     - 20080328 GOOD             COLEM
 NE1658
 NE1658                          STATION DESCRIPTION
 NE1658
 NE1658'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1658'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 4,
 NE1658'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY. IT IS ABOUT 2-3/4
 NE1658'MILES SOUTHEAST OF HOWELL, 1/2 MILE EAST OF CHILSON RD, ALONG THE
 NE1658'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 96 AND ON THE HOWELL
 NE1658'QUADRANGLE MAP.
 NE1658'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND PINCKNEY ROAD
 NE1658'INTERCHANGE ABOUT 3/4 OF A MILE SOUTH OF HOWELL, GO SOUTHEASTERLY ON
 NE1658'I-96 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1658'STATION IS SET FLUSH WITH THE GROUND.  IT IS 60 FT (18.3 M) SOUTH FROM
 NE1658'THE SOUTH EDGE OF I-96, 17.5 FT (5.3 M) NORTHWEST FROM A FENCE TO THE
 NE1658'SOUTH, 14.0 FT (4.3 M) NORTHEAST FROM THE SOUTH RIGHT-OF-WAY FENCE
 NE1658'AND THE WITNESS POST WITH SIGN.
 NE1658
 NE1658                          STATION RECOVERY (1991)
 NE1658
 NE1658'RECOVERED 1991
 NE1658'RECOVERED IN GOOD CONDITION.
 NE1658
 NE1658                          STATION RECOVERY (2006)
 NE1658
 NE1658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1658'RECOVERED IN GOOD CONDITION.
 NE1658
 NE1658                          STATION RECOVERY (2008)
 NE1658
 NE1658'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1658'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 NE1658'STATION IS 1.5 FT (0.5 M) NORTHEAST OF A ORANGE CARSONITE WITNESS
 NE1658'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1659 ***********************************************************************
 NE1659  DESIGNATION -  47210
 NE1659  PID         -  NE1659
 NE1659  STATE/COUNTY-  MI/LIVINGSTON
 NE1659  COUNTRY     -  US
 NE1659  USGS QUAD   -  HOWELL (2017)
 NE1659
 NE1659                         *CURRENT SURVEY CONTROL
 NE1659  ______________________________________________________________________
 NE1659* NAD 83(2011) POSITION- 42 35 00.52542(N) 083 54 01.14514(W)   ADJUSTED
 NE1659* NAD 83(2011) ELLIP HT-   261.921 (meters)        (06/27/12)   ADJUSTED
 NE1659* NAD 83(2011) EPOCH   -  2010.00
 NE1659* NAVD 88 ORTHO HEIGHT -   295.117 (meters)      968.23  (feet) ADJUSTED
 NE1659  ______________________________________________________________________
 NE1659  GEOID HEIGHT    -        -33.199 (meters)                     GEOID18
 NE1659  NAD 83(2011) X  -    499,795.536 (meters)                     COMP
 NE1659  NAD 83(2011) Y  - -4,676,950.293 (meters)                     COMP
 NE1659  NAD 83(2011) Z  -  4,293,724.314 (meters)                     COMP
 NE1659  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 NE1659  DYNAMIC HEIGHT  -        295.041 (meters)      967.98  (feet) COMP
 NE1659  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 NE1659
 NE1659  VERT ORDER      -  FIRST     CLASS II
 NE1659
 NE1659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1659  Standards:
 NE1659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1659  -------------------------------------------------------------------
 NE1659  NETWORK    0.38   0.98           0.17   0.14   0.50      0.04335654
 NE1659  -------------------------------------------------------------------
 NE1659  Click here for local accuracies and other accuracy information.
 NE1659
 NE1659.The horizontal coordinates were established by GPS observations
 NE1659.and adjusted by the National Geodetic Survey in June 2012.
 NE1659
 NE1659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1659.been affixed to the stable North American tectonic plate. See 
 NE1659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1659
 NE1659.The horizontal coordinates are valid at the epoch date displayed above
 NE1659.which is a decimal equivalence of Year/Month/Day.
 NE1659
 NE1659.The orthometric height was determined by differential leveling and
 NE1659.adjusted by the NATIONAL GEODETIC SURVEY
 NE1659.in October 2009.
 NE1659
 NE1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1659.GEOID18 height accuracy estimate available here.
 NE1659
 NE1659.Click photographs - Photos may exist for this station.
 NE1659
 NE1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1659
 NE1659.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1659
 NE1659.The ellipsoidal height was determined by GPS observations
 NE1659.and is referenced to NAD 83.
 NE1659
 NE1659.The dynamic height is computed by dividing the NAVD 88
 NE1659.geopotential number by the normal gravity value computed on the
 NE1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1659.degrees latitude (g = 980.6199 gals.).
 NE1659
 NE1659.The modeled gravity was interpolated from observed gravity values.
 NE1659
 NE1659. The following values were computed from the NAD 83(2011) position.
 NE1659
 NE1659;                    North         East     Units Scale Factor Converg.
 NE1659;SPC MI S     -   120,455.983 4,038,279.126   MT  0.99992065   +0 19 02.5
 NE1659;SPC MI S     -   395,196.79 13,248,947.26   iFT  0.99992065   +0 19 02.5
 NE1659;UTM  17      - 4,718,640.465   262,000.606   MT  1.00029696   -1 57 48.5
 NE1659
 NE1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1659!SPC MI S     -   0.99995892  x   0.99992065  =   0.99987958
 NE1659!UTM  17      -   0.99995892  x   1.00029696  =   1.00025587
 NE1659
 NE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6200018640(NAD 83)
 NE1659
 NE1659                          SUPERSEDED SURVEY CONTROL
 NE1659
 NE1659  NAD 83(2007)-  42 35 00.52538(N)    083 54 01.14590(W) AD(2002.00) 0
 NE1659  ELLIP H (02/10/07)  261.945  (m)                       GP(2002.00)    
 NE1659  ELLIP H (07/17/02)  261.978  (m)                       GP(       ) 4 1
 NE1659  NAD 83(1994)-  42 35 00.52443(N)    083 54 01.14398(W) AD(       ) 1
 NE1659  ELLIP H (02/03/97)  262.028  (m)                       GP(       ) 4 1
 NE1659  NAD 83(1986)-  42 35 00.52552(N)    083 54 01.16653(W) AD(       ) 1
 NE1659  NAVD 88 (04/29/92)  295.1    (m)  GEOID90  model used  GPS OBS        
 NE1659
 NE1659.Superseded values are not recommended for survey control.
 NE1659
 NE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1659.See file dsdata.pdf to determine how the superseded data were derived.
 NE1659
 NE1659_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1659_STAMPING: 47210 1990
 NE1659_MARK LOGO: MIDT
 NE1659_PROJECTION: FLUSH
 NE1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1659+STABILITY: SURFACE MOTION
 NE1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1659+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 NE1659
 NE1659  HISTORY     - Date     Condition        Report By
 NE1659  HISTORY     - 1990     MONUMENTED       MIDT
 NE1659  HISTORY     - 19910108 GOOD
 NE1659  HISTORY     - 20061219 GOOD             INDIV
 NE1659  HISTORY     - 20080328 GOOD             COLEM
 NE1659
 NE1659                          STATION DESCRIPTION
 NE1659
 NE1659'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1659'STATION IS LOCATED ON QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 7,
 NE1659'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY. IT IS ABOUT 3 MILES
 NE1659'SOUTHEAST OF HOWELL, 7-1/2 MILES NORTHWEST OF BRIGHTON, ON THE NORTH
 NE1659'SIDE OF I-96, 1/4 MILE WEST OF CHILSON ROAD AND ON THE HOWELL
 NE1659'QUADRANGLE MAP.
 NE1659'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND PINCKNEY ROAD
 NE1659'(D-19) INTERCHANGE ABOUT 3/4 MILE SOUTH OF HOWELL, GO 2.4 MI
 NE1659'(3.9 KM) SOUTHEAST ON I-96 TO A MEDIAN CROSSOVER, TURN AROUND USING
 NE1659'THE CROSSOVER AND GO BACK NORTHWEST 0.3 MI (0.5 KM) TO CHILSON ROAD
 NE1659'THEN CONTINUE NORTHWEST 0.2 MI (0.3 KM) PAST CHILSON ROAD A TOTAL
 NE1659'DISTANCE OF 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT NEAR THE TOP
 NE1659'OF A HILL.
 NE1659'STATION IS SET FLUSH WITH THE GROUND.  IT IS 105.0 FT (32.0 M)
 NE1659'SOUTHWEST FROM A BOX ELDER TREE THAT IS 3 FT (0.9 M) NORTH OF THE
 NE1659'RIGHT-OF-WAY FENCE, 80 FT (24.4 M) NORTH OF THE EDGE OF BITUMINOUS,
 NE1659'11.0 FT (3.4 M) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND A METAL
 NE1659'WITNESS POST WITH SIGN.
 NE1659
 NE1659                          STATION RECOVERY (1991)
 NE1659
 NE1659'RECOVERED 1991
 NE1659'RECOVERED IN GOOD CONDITION.
 NE1659
 NE1659                          STATION RECOVERY (2006)
 NE1659
 NE1659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE1659'RECOVERED IN GOOD CONDITION.
 NE1659
 NE1659                          STATION RECOVERY (2008)
 NE1659
 NE1659'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE1659'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5856 ***********************************************************************
 AA5856  DESIGNATION -  47211
 AA5856  PID         -  AA5856
 AA5856  STATE/COUNTY-  MI/LIVINGSTON
 AA5856  COUNTRY     -  US
 AA5856  USGS QUAD   -  KENT LAKE (2017)
 AA5856
 AA5856                         *CURRENT SURVEY CONTROL
 AA5856  ______________________________________________________________________
 AA5856* NAD 83(2011) POSITION- 42 31 07.65121(N) 083 40 44.85832(W)   ADJUSTED
 AA5856* NAD 83(2011) ELLIP HT-   246.633 (meters)        (06/27/12)   ADJUSTED
 AA5856* NAD 83(2011) EPOCH   -  2010.00
 AA5856* NAVD 88 ORTHO HEIGHT -   280.125 (meters)      919.04  (feet) ADJUSTED
 AA5856  ______________________________________________________________________
 AA5856  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 AA5856  NAD 83(2011) X  -    518,380.945 (meters)                     COMP
 AA5856  NAD 83(2011) Y  - -4,679,804.770 (meters)                     COMP
 AA5856  NAD 83(2011) Z  -  4,288,420.230 (meters)                     COMP
 AA5856  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 AA5856  DYNAMIC HEIGHT  -        280.045 (meters)      918.78  (feet) COMP
 AA5856  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 AA5856
 AA5856  VERT ORDER      -  FIRST     CLASS II
 AA5856
 AA5856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5856  Standards:
 AA5856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5856  -------------------------------------------------------------------
 AA5856  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.03198508
 AA5856  -------------------------------------------------------------------
 AA5856  Click here for local accuracies and other accuracy information.
 AA5856
 AA5856.The horizontal coordinates were established by GPS observations
 AA5856.and adjusted by the National Geodetic Survey in June 2012.
 AA5856
 AA5856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5856.been affixed to the stable North American tectonic plate. See 
 AA5856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5856
 AA5856.The horizontal coordinates are valid at the epoch date displayed above
 AA5856.which is a decimal equivalence of Year/Month/Day.
 AA5856
 AA5856.The orthometric height was determined by differential leveling and
 AA5856.adjusted by the NATIONAL GEODETIC SURVEY
 AA5856.in October 2009.
 AA5856
 AA5856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5856.GEOID18 height accuracy estimate available here.
 AA5856
 AA5856.Click photographs - Photos may exist for this station.
 AA5856
 AA5856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5856
 AA5856.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5856
 AA5856.The ellipsoidal height was determined by GPS observations
 AA5856.and is referenced to NAD 83.
 AA5856
 AA5856.The dynamic height is computed by dividing the NAVD 88
 AA5856.geopotential number by the normal gravity value computed on the
 AA5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5856.degrees latitude (g = 980.6199 gals.).
 AA5856
 AA5856.The modeled gravity was interpolated from observed gravity values.
 AA5856
 AA5856. The following values were computed from the NAD 83(2011) position.
 AA5856
 AA5856;                    North         East     Units Scale Factor Converg.
 AA5856;SPC MI S     -   113,395.464 4,056,493.388   MT  0.99992719   +0 28 04.4
 AA5856;SPC MI S     -   372,032.36 13,308,705.34   iFT  0.99992719   +0 28 04.4
 AA5856;UTM  17      - 4,710,858.411   279,925.329   MT  1.00019593   -1 48 40.9
 AA5856
 AA5856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5856!SPC MI S     -   0.99996132  x   0.99992719  =   0.99988851
 AA5856!UTM  17      -   0.99996132  x   1.00019593  =   1.00015724
 AA5856
 AA5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7992510858(NAD 83)
 AA5856
 AA5856                          SUPERSEDED SURVEY CONTROL
 AA5856
 AA5856  NAD 83(2007)-  42 31 07.65144(N)    083 40 44.85903(W) AD(2002.00) B
 AA5856  ELLIP H (10/23/09)  246.640  (m)                       GP(2002.00) 3 1
 AA5856  NAD 83(2007)-  42 31 07.65115(N)    083 40 44.85848(W) AD(2002.00) 0
 AA5856  ELLIP H (02/10/07)  246.634  (m)                       GP(2002.00)    
 AA5856  ELLIP H (07/12/02)  246.653  (m)                       GP(       ) 4 1
 AA5856  NAD 83(1994)-  42 31 07.65105(N)    083 40 44.85792(W) AD(       ) 1
 AA5856  ELLIP H (02/03/97)  246.720  (m)                       GP(       ) 4 1
 AA5856  NAD 83(1986)-  42 31 07.65443(N)    083 40 44.88571(W) AD(       ) 1
 AA5856  NAVD 88 (06/12/95)  280.1    (m)  GEOID93  model used  GPS OBS        
 AA5856
 AA5856.Superseded values are not recommended for survey control.
 AA5856
 AA5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5856.See file dsdata.pdf to determine how the superseded data were derived.
 AA5856
 AA5856_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5856_STAMPING: 47211 1993
 AA5856_MARK LOGO: MIDT
 AA5856_PROJECTION: FLUSH
 AA5856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5856+STABILITY: SURFACE MOTION
 AA5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5856+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 AA5856
 AA5856  HISTORY     - Date     Condition        Report By
 AA5856  HISTORY     - 1993     MONUMENTED       MIDT
 AA5856  HISTORY     - 20050830 GOOD             ADVGEO
 AA5856  HISTORY     - 20061219 GOOD             INDIV
 AA5856  HISTORY     - 20080328 GOOD             COLEM
 AA5856
 AA5856                          STATION DESCRIPTION
 AA5856
 AA5856'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5856'STATION IS LOCATED IN QUAD 420834 ON THE KENT LAKE QUADRANGLE MAP. IT
 AA5856'IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-1-N, R-6-E, BRIGHTON
 AA5856'TOWNSHIP.  ABOUT 3.3 MI (5.3 KM) WESTERLY OF NEW HUDSON, 4.0 MI (6.4
 AA5856'KM) NORTHWEST OF SOUTH LYON, 5.2 MI (8.4 KM) EAST OF BRIGHTON AND ON
 AA5856'HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH FROM THE INTERSECTION OF
 AA5856'INTERSTATE 96 AND KENT LAKE ROAD OVERPASS, GO WEST ALONG INTERSTATE 96
 AA5856'FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT. STATION IS 109.5 FT
 AA5856'(33.4 M) SOUTHEAST FROM THE CENTER POST OF THE (KENSINGTON METRO PARK
 AA5856'GOLF COURSE) SIGN, 78.0 FT (23.8 M) NORTH FROM INTERSTATE 96 WESTBOUND
 AA5856'EDGE OF PAVEMENT, 49.0 FT (14.9 M) NORTHEAST FROM WEST LEG OF AN
 AA5856'EMERGENCY CAR PHONES SIGN, AND 7.4 FT (2.3 M) SOUTH FROM A METAL
 AA5856'WITNESS POST WITH SIGN.
 AA5856
 AA5856                          STATION RECOVERY (2005)
 AA5856
 AA5856'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA5856'RECOVERED IN GOOD CONDITION.
 AA5856
 AA5856                          STATION RECOVERY (2006)
 AA5856
 AA5856'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 AA5856'RECOVERED IN GOOD CONDITION.
 AA5856
 AA5856                          STATION RECOVERY (2008)
 AA5856
 AA5856'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA5856'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4837 ***********************************************************************
 DL4837  DESIGNATION -  47600
 DL4837  PID         -  DL4837
 DL4837  STATE/COUNTY-  MI/LIVINGSTON
 DL4837  COUNTRY     -  US
 DL4837  USGS QUAD   -  FOWLERVILLE (2017)
 DL4837
 DL4837                         *CURRENT SURVEY CONTROL
 DL4837  ______________________________________________________________________
 DL4837* NAD 83(2011) POSITION- 42 38 58.70118(N) 084 06 43.68446(W)   ADJUSTED
 DL4837* NAD 83(2011) ELLIP HT-   247.302 (meters)        (06/27/12)   ADJUSTED
 DL4837* NAD 83(2011) EPOCH   -  2010.00
 DL4837* NAVD 88 ORTHO HEIGHT -   280.533 (meters)      920.38  (feet) ADJUSTED
 DL4837  ______________________________________________________________________
 DL4837  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 DL4837  NAD 83(2011) X  -    481,990.376 (meters)                     COMP
 DL4837  NAD 83(2011) Y  - -4,673,805.181 (meters)                     COMP
 DL4837  NAD 83(2011) Z  -  4,299,123.061 (meters)                     COMP
 DL4837  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 DL4837  DYNAMIC HEIGHT  -        280.459 (meters)      920.14  (feet) COMP
 DL4837  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 DL4837
 DL4837  VERT ORDER      -  FIRST     CLASS II
 DL4837
 DL4837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4837  Standards:
 DL4837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4837  -------------------------------------------------------------------
 DL4837  NETWORK    0.36   0.53           0.17   0.11   0.27     -0.15085529
 DL4837  -------------------------------------------------------------------
 DL4837  Click here for local accuracies and other accuracy information.
 DL4837
 DL4837.The horizontal coordinates were established by GPS observations
 DL4837.and adjusted by the National Geodetic Survey in June 2012.
 DL4837
 DL4837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4837.been affixed to the stable North American tectonic plate. See 
 DL4837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4837
 DL4837.The horizontal coordinates are valid at the epoch date displayed above
 DL4837.which is a decimal equivalence of Year/Month/Day.
 DL4837
 DL4837.The orthometric height was determined by differential leveling and
 DL4837.adjusted by the NATIONAL GEODETIC SURVEY
 DL4837.in October 2009.
 DL4837
 DL4837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4837.GEOID18 height accuracy estimate available here.
 DL4837
 DL4837.Click photographs - Photos may exist for this station.
 DL4837
 DL4837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4837
 DL4837.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4837
 DL4837.The ellipsoidal height was determined by GPS observations
 DL4837.and is referenced to NAD 83.
 DL4837
 DL4837.The dynamic height is computed by dividing the NAVD 88
 DL4837.geopotential number by the normal gravity value computed on the
 DL4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4837.degrees latitude (g = 980.6199 gals.).
 DL4837
 DL4837.The modeled gravity was interpolated from observed gravity values.
 DL4837
 DL4837. The following values were computed from the NAD 83(2011) position.
 DL4837
 DL4837;                    North         East     Units Scale Factor Converg.
 DL4837;SPC MI S     -   127,730.306 4,020,870.527   MT  0.99991527   +0 10 23.6
 DL4837;SPC MI S     -   419,062.68 13,191,832.44   iFT  0.99991527   +0 10 23.6
 DL4837;UTM  16      - 4,725,952.749   736,726.503   MT  1.00028951   +1 57 26.9
 DL4837
 DL4837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4837!SPC MI S     -   0.99996122  x   0.99991527  =   0.99987649
 DL4837!UTM  16      -   0.99996122  x   1.00028951  =   1.00025072
 DL4837
 DL4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3672625952(NAD 83)
 DL4837
 DL4837                          SUPERSEDED SURVEY CONTROL
 DL4837
 DL4837  NAD 83(2007)-  42 38 58.70134(N)    084 06 43.68489(W) AD(2002.00) B
 DL4837  ELLIP H (10/23/09)  247.305  (m)                       GP(2002.00) 3 1
 DL4837
 DL4837.Superseded values are not recommended for survey control.
 DL4837
 DL4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4837.See file dsdata.pdf to determine how the superseded data were derived.
 DL4837
 DL4837_MARKER: DD = SURVEY DISK
 DL4837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4837_SP_SET: BRIDGE ABUTMENT
 DL4837_STAMPING: 47600 2008
 DL4837_MARK LOGO: MIDT
 DL4837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4837+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2024
 DL4837
 DL4837  HISTORY     - Date     Condition        Report By
 DL4837  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4837  HISTORY     - 20161229 GOOD             INDIV
 DL4837  HISTORY     - 20240613 GOOD             MIDT
 DL4837
 DL4837                          STATION DESCRIPTION
 DL4837
 DL4837'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4837'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4837'EAST-BOUND INTERSTATE HIGHWAY 96 WITH NICHOLSON ROAD, LOCATED
 DL4837'APPROXIMATELY 2 MI (3.2 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DL4837'FOWLERVILLE, MI.
 DL4837'
 DL4837'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH STOCKBRIDGE ROAD,
 DL4837'1 MI (1.6 KM) SOUTHWEST OF WEBBERVILLE, GO EAST ON INTERSTATE 96 FOR
 DL4837'4.6 MI (7.4 KM) TO THE JUNCTION OF INTERSTATE 96 WITH NORTH NICHOLSON
 DL4837'ROAD AND THE STATION ON THE RIGHT.
 DL4837'
 DL4837'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4837'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4837'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4837'
 DL4837'THE STATION IS 23 FT (7.0 M) NORTH OF A METAL POST OF A --PASS WITH
 DL4837'CARE-- SIGN AND 3 FT (0.9 M) WEST OF THE EDGE OF CURB OF NICHOLSON
 DL4837'ROAD.
 DL4837
 DL4837                          STATION RECOVERY (2016)
 DL4837
 DL4837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (FY)
 DL4837'RECOVERED IN GOOD CONDITION.
 DL4837
 DL4837                          STATION RECOVERY (2024)
 DL4837
 DL4837'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4836 ***********************************************************************
 DL4836  DESIGNATION -  47601
 DL4836  PID         -  DL4836
 DL4836  STATE/COUNTY-  MI/LIVINGSTON
 DL4836  COUNTRY     -  US
 DL4836  USGS QUAD   -  FOWLERVILLE (2017)
 DL4836
 DL4836                         *CURRENT SURVEY CONTROL
 DL4836  ______________________________________________________________________
 DL4836* NAD 83(1986) POSITION- 42 38 45.97   (N) 084 04 20.90   (W)   HD_HELD1
 DL4836* NAVD 88 ORTHO HEIGHT -   281.401 (meters)      923.23  (feet) ADJUSTED
 DL4836  ______________________________________________________________________
 DL4836  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 DL4836  DYNAMIC HEIGHT  -        281.328 (meters)      922.99  (feet) COMP
 DL4836  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 DL4836
 DL4836  VERT ORDER      -  FIRST     CLASS II
 DL4836
 DL4836.The horizontal coordinates were determined by differentially corrected
 DL4836.hand held GPS observations or other comparable positioning techniques
 DL4836.and have an estimated accuracy of +/- 3 meters.
 DL4836
 DL4836.The orthometric height was determined by differential leveling and
 DL4836.adjusted by the NATIONAL GEODETIC SURVEY
 DL4836.in October 2009.
 DL4836
 DL4836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4836.GEOID18 height accuracy estimate available here.
 DL4836
 DL4836.Click photographs - Photos may exist for this station.
 DL4836
 DL4836.The dynamic height is computed by dividing the NAVD 88
 DL4836.geopotential number by the normal gravity value computed on the
 DL4836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4836.degrees latitude (g = 980.6199 gals.).
 DL4836
 DL4836.The modeled gravity was interpolated from observed gravity values.
 DL4836
 DL4836;                    North         East    Units  Estimated Accuracy
 DL4836;SPC MI S     -   127,348.1   4,024,124.0     MT  (+/- 3 meters HH1 GPS) 
 DL4836
 DL4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3999125671(NAD 83)
 DL4836
 DL4836                          SUPERSEDED SURVEY CONTROL
 DL4836
 DL4836.No superseded survey control is available for this station.
 DL4836
 DL4836_MARKER: DD = SURVEY DISK
 DL4836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4836_SP_SET: BRIDGE ABUTMENT
 DL4836_STAMPING: 47601 2008
 DL4836_MARK LOGO: MIDT
 DL4836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4836+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2024
 DL4836
 DL4836  HISTORY     - Date     Condition        Report By
 DL4836  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4836  HISTORY     - 20161229 GOOD             INDIV
 DL4836  HISTORY     - 20240613 GOOD             MIDT
 DL4836
 DL4836                          STATION DESCRIPTION
 DL4836
 DL4836'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4836'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4836'EAST-BOUND INTERSTATE HIGHWAY 96 WITH FOWLERVILLE ROAD, LOCATED
 DL4836'APPROXIMATELY 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF FOWLER, MI.
 DL4836'
 DL4836'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH STOCKBRIDGE ROAD,
 DL4836'1 MI (1.6 KM) SOUTHWEST OF FOWLERVILLE, GO EAST ON INTERSTATE 96 FOR
 DL4836'6.5 MI (10.5 KM) TO THE JUNCTION OF INTERSTATE 96 WITH FOWLERVILLE
 DL4836'ROAD AND THE STATION ON THE RIGHT.
 DL4836'
 DL4836'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4836'MODERNIZATION MARK DISK SET IN THE EAST SIDE OF THE SOUTH ABUTMENT OF
 DL4836'FOWLERVILLE ROAD BRIDGE --B1 OF 47-8-4 EL 96 3 NORTH OF A WOOD POST
 DL4836'FOR A --WEST 96-- SIGN AND 2.5 FT (0.8 M) EAST OF EDGE OF CURB OF
 DL4836'NICHOLSON ROAD.
 DL4836
 DL4836                          STATION RECOVERY (2016)
 DL4836
 DL4836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (FY)
 DL4836'RECOVERED IN GOOD CONDITION.
 DL4836
 DL4836                          STATION RECOVERY (2024)
 DL4836
 DL4836'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4835 ***********************************************************************
 DL4835  DESIGNATION -  47602
 DL4835  PID         -  DL4835
 DL4835  STATE/COUNTY-  MI/LIVINGSTON
 DL4835  COUNTRY     -  US
 DL4835  USGS QUAD   -  FOWLERVILLE (2017)
 DL4835
 DL4835                         *CURRENT SURVEY CONTROL
 DL4835  ______________________________________________________________________
 DL4835* NAD 83(2011) POSITION- 42 38 36.17350(N) 084 02 32.07821(W)   ADJUSTED
 DL4835* NAD 83(2011) ELLIP HT-   241.702 (meters)        (06/27/12)   ADJUSTED
 DL4835* NAD 83(2011) EPOCH   -  2010.00
 DL4835* NAVD 88 ORTHO HEIGHT -   274.889 (meters)      901.87  (feet) ADJUSTED
 DL4835  ______________________________________________________________________
 DL4835  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 DL4835  NAD 83(2011) X  -    487,739.679 (meters)                     COMP
 DL4835  NAD 83(2011) Y  - -4,673,678.078 (meters)                     COMP
 DL4835  NAD 83(2011) Z  -  4,298,607.939 (meters)                     COMP
 DL4835  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 DL4835  DYNAMIC HEIGHT  -        274.818 (meters)      901.63  (feet) COMP
 DL4835  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 DL4835
 DL4835  VERT ORDER      -  FIRST     CLASS II
 DL4835
 DL4835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4835  Standards:
 DL4835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4835  -------------------------------------------------------------------
 DL4835  NETWORK    0.21   0.39           0.10   0.07   0.20      0.00446198
 DL4835  -------------------------------------------------------------------
 DL4835  Click here for local accuracies and other accuracy information.
 DL4835
 DL4835.The horizontal coordinates were established by GPS observations
 DL4835.and adjusted by the National Geodetic Survey in June 2012.
 DL4835
 DL4835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4835.been affixed to the stable North American tectonic plate. See 
 DL4835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4835
 DL4835.The horizontal coordinates are valid at the epoch date displayed above
 DL4835.which is a decimal equivalence of Year/Month/Day.
 DL4835
 DL4835.The orthometric height was determined by differential leveling and
 DL4835.adjusted by the NATIONAL GEODETIC SURVEY
 DL4835.in October 2009.
 DL4835
 DL4835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4835.GEOID18 height accuracy estimate available here.
 DL4835
 DL4835.Click photographs - Photos may exist for this station.
 DL4835
 DL4835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4835
 DL4835.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4835
 DL4835.The ellipsoidal height was determined by GPS observations
 DL4835.and is referenced to NAD 83.
 DL4835
 DL4835.The dynamic height is computed by dividing the NAVD 88
 DL4835.geopotential number by the normal gravity value computed on the
 DL4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4835.degrees latitude (g = 980.6199 gals.).
 DL4835
 DL4835.The modeled gravity was interpolated from observed gravity values.
 DL4835
 DL4835. The following values were computed from the NAD 83(2011) position.
 DL4835
 DL4835;                    North         East     Units Scale Factor Converg.
 DL4835;SPC MI S     -   127,054.933 4,026,603.908   MT  0.99991573   +0 13 14.8
 DL4835;SPC MI S     -   416,846.89 13,210,642.74   iFT  0.99991573   +0 13 14.8
 DL4835;UTM  16      - 4,725,456.006   742,480.379   MT  1.00032344   +2 00 16.8
 DL4835;UTM  17      - 4,725,701.933   250,592.667   MT  1.00036537   -2 03 43.1
 DL4835
 DL4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4835!SPC MI S     -   0.99996210  x   0.99991573  =   0.99987783
 DL4835!UTM  16      -   0.99996210  x   1.00032344  =   1.00028552
 DL4835!UTM  17      -   0.99996210  x   1.00036537  =   1.00032745
 DL4835
 DL4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4248025456(NAD 83)
 DL4835
 DL4835                          SUPERSEDED SURVEY CONTROL
 DL4835
 DL4835  NAD 83(2007)-  42 38 36.17378(N)    084 02 32.07880(W) AD(2002.00) B
 DL4835  ELLIP H (10/19/09)  241.722  (m)                       GP(2002.00) 1 1
 DL4835
 DL4835.Superseded values are not recommended for survey control.
 DL4835
 DL4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4835.See file dsdata.pdf to determine how the superseded data were derived.
 DL4835
 DL4835_MARKER: DD = SURVEY DISK
 DL4835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4835_STAMPING: 47602 2008
 DL4835_MARK LOGO: MIDT
 DL4835_PROJECTION: FLUSH
 DL4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4835+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DL4835
 DL4835  HISTORY     - Date     Condition        Report By
 DL4835  HISTORY     - 20080423 MONUMENTED       COLEM
 DL4835
 DL4835                          STATION DESCRIPTION
 DL4835
 DL4835'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4835'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF PARKERS
 DL4835'CORNERS, 6.3 MI (10.1 KM) WEST-NORTHWEST OF HOWELL AND 2.0 MI (3.2 KM)
 DL4835'SOUTHEAST OF FOWLERVILLE.
 DL4835'
 DL4835'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96B
 DL4835'(GRAND RIVER AVENUE) WITH STATE HIGHWAY 59 (HIGHLAND ROAD), LOCATED
 DL4835'APPROXIMATELY 2 MI (3.2 KM) WEST OF THE CITY OF HOWELL, MI, GO
 DL4835'NORTHWEST ON GRAND RIVER AVENUE FOR 2.3 MI (3.7 KM) TO WARNER ROAD,
 DL4835'TURN LEFT AND GO EAST ON WARNER ROAD FOR 1.05 MI (1.7 KM) TO CSXT
 DL4835'RAILROAD GRADE, CONTINUE WEST ON WARNER ROAD FOR 0.45 MI (0.7 KM) TO
 DL4835'THE STATION ON THE LEFT.
 DL4835'
 DL4835'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4835'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4835'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4835'
 DL4835'THE STATION IS 50 FT (15.2 M) SOUTHEAST OF EXTENDED CENTER OF DRIVEWAY
 DL4835'OPENING --6442-- WARNER ROAD, 21 FT (6.4 M) SOUTHWEST OF EDGE OF
 DL4835'PAVEMENT OF WARNER ROAD, 21 FT (6.4 M) SOUTH OF A MAILBOX --6464--,
 DL4835'AND 2 FT (0.6 M) NORTHEAST OF I-96 RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4834 ***********************************************************************
 DL4834  DESIGNATION -  47603
 DL4834  PID         -  DL4834
 DL4834  STATE/COUNTY-  MI/LIVINGSTON
 DL4834  COUNTRY     -  US
 DL4834  USGS QUAD   -  FOWLERVILLE (2017)
 DL4834
 DL4834                         *CURRENT SURVEY CONTROL
 DL4834  ______________________________________________________________________
 DL4834* NAD 83(1986) POSITION- 42 38 24.73   (N) 084 00 28.65   (W)   HD_HELD1
 DL4834* NAVD 88 ORTHO HEIGHT -   279.835 (meters)      918.09  (feet) ADJUSTED
 DL4834  ______________________________________________________________________
 DL4834  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 DL4834  DYNAMIC HEIGHT  -        279.762 (meters)      917.85  (feet) COMP
 DL4834  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 DL4834
 DL4834  VERT ORDER      -  FIRST     CLASS II
 DL4834
 DL4834.The horizontal coordinates were determined by differentially corrected
 DL4834.hand held GPS observations or other comparable positioning techniques
 DL4834.and have an estimated accuracy of +/- 3 meters.
 DL4834
 DL4834.The orthometric height was determined by differential leveling and
 DL4834.adjusted by the NATIONAL GEODETIC SURVEY
 DL4834.in October 2009.
 DL4834
 DL4834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4834.GEOID18 height accuracy estimate available here.
 DL4834
 DL4834.Click photographs - Photos may exist for this station.
 DL4834
 DL4834.The dynamic height is computed by dividing the NAVD 88
 DL4834.geopotential number by the normal gravity value computed on the
 DL4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4834.degrees latitude (g = 980.6199 gals.).
 DL4834
 DL4834.The modeled gravity was interpolated from observed gravity values.
 DL4834
 DL4834;                    North         East    Units  Estimated Accuracy
 DL4834;SPC MI S     -   126,713.3   4,029,416.9     MT  (+/- 3 meters HH1 GPS) 
 DL4834
 DL4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4530325201(NAD 83)
 DL4834
 DL4834                          SUPERSEDED SURVEY CONTROL
 DL4834
 DL4834.No superseded survey control is available for this station.
 DL4834
 DL4834_MARKER: DD = SURVEY DISK
 DL4834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4834_STAMPING: 47603 2008
 DL4834_MARK LOGO: MIDT
 DL4834_PROJECTION: FLUSH
 DL4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4834+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DL4834
 DL4834  HISTORY     - Date     Condition        Report By
 DL4834  HISTORY     - 20080423 MONUMENTED       COLEM
 DL4834
 DL4834                          STATION DESCRIPTION
 DL4834
 DL4834'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4834'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF OAK GROVE,
 DL4834'4.6 MI (7.4 KM) WEST-NORTHWEST OF HOWELL AND 3.6 MI (5.8 KM)
 DL4834'EAST-SOUTHEAST OF FOWLERVILLE.
 DL4834'
 DL4834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 96B (GRAND RIVER
 DL4834'AVENUE) WITH STATE HIGHWAY 59 (HIGHLAND ROAD) LOCATED APPROXIMATELY 2
 DL4834'MI (3.2 KM) WEST OF THE CITY OF HOWELL, MI, GO NORTHWEST ON GRAND
 DL4834'RIVER AVENUE FOR 1.5 MI (2.4 KM) TO EMMONS ROAD ON THE LEFT, CONTINUE
 DL4834'NORTHWEST ON GRAND RIVER AVENUE FOR 0.45 MI (0.7 KM) TO THE STATION ON
 DL4834'THE RIGHT.
 DL4834'
 DL4834'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4834'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4834'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4834'
 DL4834'THE STATION IS 700 FT (213.4 M) SOUTH OF DRIVEWAY OPENING TO IRISH
 DL4834'CONSTRUCTION COMPANY AND 30.5 FT (9.3 M) NORTHEAST OF EDGE OF PAVEMENT
 DL4834'OF GRAND RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4833 ***********************************************************************
 DL4833  DESIGNATION -  47604
 DL4833  PID         -  DL4833
 DL4833  STATE/COUNTY-  MI/LIVINGSTON
 DL4833  COUNTRY     -  US
 DL4833  USGS QUAD   -  HOWELL (2017)
 DL4833
 DL4833                         *CURRENT SURVEY CONTROL
 DL4833  ______________________________________________________________________
 DL4833* NAD 83(1986) POSITION- 42 36 58.90   (N) 083 57 55.23   (W)   HD_HELD1
 DL4833* NAVD 88 ORTHO HEIGHT -   270.577 (meters)      887.72  (feet) ADJUSTED
 DL4833  ______________________________________________________________________
 DL4833  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 DL4833  DYNAMIC HEIGHT  -        270.507 (meters)      887.49  (feet) COMP
 DL4833  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 DL4833
 DL4833  VERT ORDER      -  FIRST     CLASS II
 DL4833
 DL4833.The horizontal coordinates were determined by differentially corrected
 DL4833.hand held GPS observations or other comparable positioning techniques
 DL4833.and have an estimated accuracy of +/- 3 meters.
 DL4833
 DL4833.The orthometric height was determined by differential leveling and
 DL4833.adjusted by the NATIONAL GEODETIC SURVEY
 DL4833.in October 2009.
 DL4833
 DL4833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4833.GEOID18 height accuracy estimate available here.
 DL4833
 DL4833.Click photographs - Photos may exist for this station.
 DL4833
 DL4833.The dynamic height is computed by dividing the NAVD 88
 DL4833.geopotential number by the normal gravity value computed on the
 DL4833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4833.degrees latitude (g = 980.6199 gals.).
 DL4833
 DL4833.The modeled gravity was interpolated from observed gravity values.
 DL4833
 DL4833;                    North         East    Units  Estimated Accuracy
 DL4833;SPC MI S     -   124,080.8   4,032,924.5     MT  (+/- 3 meters HH1 GPS) 
 DL4833
 DL4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5679222477(NAD 83)
 DL4833
 DL4833                          SUPERSEDED SURVEY CONTROL
 DL4833
 DL4833.No superseded survey control is available for this station.
 DL4833
 DL4833_MARKER: DD = SURVEY DISK
 DL4833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4833_SP_SET: BRIDGE ABUTMENT
 DL4833_STAMPING: 47604 2008
 DL4833_MARK LOGO: MIDT
 DL4833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4833+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2008
 DL4833
 DL4833  HISTORY     - Date     Condition        Report By
 DL4833  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4833
 DL4833                          STATION DESCRIPTION
 DL4833
 DL4833'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4833'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DL4833'FOWLERVILLE, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF OAK GROVE AND 1.9 MI
 DL4833'(3.1 KM) WEST-NORTHWEST OF HOWELL.
 DL4833'
 DL4833'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 96 (GRAND
 DL4833'RIVER AVENUE) WITH STATE HIGHWAY 59 (HIGHLAND ROAD), LOCATED
 DL4833'APPROXIMATELY 2 MI (3.2 KM) WEST OF THE CITY OF HOWELL, MI, GO
 DL4833'SOUTHEAST ON BUSINESS 96 (GRAND RIVER AVENUE) FOR 0.75 MI (1.2 KM) TO
 DL4833'THE SOUTH BRANCH SHIAWASSEE RIVER AND THE STATION ON THE LEFT.
 DL4833'
 DL4833'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4833'MODERNIZATION MARK DISK SET IN THE NORTH SIDE OF THE WEST ABUTMENT OF
 DL4833'INTERSTATE 96B BRIDGE OVER THE SOUTH BRANCH SHIAWASSEE RIVER.
 DL4833'
 DL4833'THE STATION IS 1.5 FT (0.5 M) NORTH OF THE EDGE OF CURB OF BUSINESS 96
 DL4833'AND 1 FT (0.3 M) NORTH OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4832 ***********************************************************************
 DL4832  DESIGNATION -  47605
 DL4832  PID         -  DL4832
 DL4832  STATE/COUNTY-  MI/LIVINGSTON
 DL4832  COUNTRY     -  US
 DL4832  USGS QUAD   -  HOWELL (2017)
 DL4832
 DL4832                         *CURRENT SURVEY CONTROL
 DL4832  ______________________________________________________________________
 DL4832* NAD 83(1986) POSITION- 42 35 52.94   (N) 083 54 22.47   (W)   HD_HELD1
 DL4832* NAVD 88 ORTHO HEIGHT -   286.408 (meters)      939.66  (feet) ADJUSTED
 DL4832  ______________________________________________________________________
 DL4832  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 DL4832  DYNAMIC HEIGHT  -        286.335 (meters)      939.42  (feet) COMP
 DL4832  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 DL4832
 DL4832  VERT ORDER      -  FIRST     CLASS II
 DL4832
 DL4832.The horizontal coordinates were determined by differentially corrected
 DL4832.hand held GPS observations or other comparable positioning techniques
 DL4832.and have an estimated accuracy of +/- 3 meters.
 DL4832
 DL4832.The orthometric height was determined by differential leveling and
 DL4832.adjusted by the NATIONAL GEODETIC SURVEY
 DL4832.in October 2009.
 DL4832
 DL4832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4832.GEOID18 height accuracy estimate available here.
 DL4832
 DL4832.Click photographs - Photos may exist for this station.
 DL4832
 DL4832.The dynamic height is computed by dividing the NAVD 88
 DL4832.geopotential number by the normal gravity value computed on the
 DL4832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4832.degrees latitude (g = 980.6199 gals.).
 DL4832
 DL4832.The modeled gravity was interpolated from observed gravity values.
 DL4832
 DL4832;                    North         East    Units  Estimated Accuracy
 DL4832;SPC MI S     -   122,070.5   4,037,784.1     MT  (+/- 3 meters HH1 GPS) 
 DL4832
 DL4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6157020274(NAD 83)
 DL4832
 DL4832                          SUPERSEDED SURVEY CONTROL
 DL4832
 DL4832.No superseded survey control is available for this station.
 DL4832
 DL4832_MARKER: DD = SURVEY DISK
 DL4832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4832_STAMPING: 47605 2008
 DL4832_MARK LOGO: MIDT
 DL4832_PROJECTION: FLUSH
 DL4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4832+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2009
 DL4832
 DL4832  HISTORY     - Date     Condition        Report By
 DL4832  HISTORY     - 20080423 MONUMENTED       COLEM
 DL4832  HISTORY     - 20091120 GOOD             MCA
 DL4832
 DL4832                          STATION DESCRIPTION
 DL4832
 DL4832'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4832'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL4832'BUSINESS HIGHWAY 96 (GRAND RIVER AVENUE) WITH CHILSON ROAD, LOCATED
 DL4832'APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF THE CITY OF HOWELL, MI.
 DL4832'
 DL4832'TO REACH FROM THE INTERSECTION OF INTERSTATE 96 WITH BUSINESS 96, 1.5
 DL4832'MI (2.4 KM) NORTHWEST OF BRIGHTON, GO NORTHWESTERLY ON BUSINESS 96 FOR
 DL4832'7.2 MI (11.6 KM) TO THE JUNCTION OF BUSINESS 96 WITH CHILSON ROAD AND
 DL4832'THE STATION ON THE LEFT.
 DL4832'
 DL4832'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4832'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4832'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4832'
 DL4832'THE STATION IS 100 FT (30.5 M) SOUTHWEST OF THE EDGE OF PAVEMENT OF
 DL4832'INTERSTATE 96 (GRAND RIVER AVENUE), 45 FT (13.7 M) NORTHWEST OF A
 DL4832'TELEPHONE PEDESTAL, 41 FT (12.5 M) SOUTHWEST OF A FIRE HYDRANT, AND
 DL4832'7.5 FT (2.3 M) EAST OF EDGE OF CURB OF CHILSON ROAD.
 DL4832
 DL4832                          STATION RECOVERY (2009)
 DL4832
 DL4832'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2009 (CCM)
 DL4832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4831 ***********************************************************************
 DL4831  DESIGNATION -  47607
 DL4831  PID         -  DL4831
 DL4831  STATE/COUNTY-  MI/LIVINGSTON
 DL4831  COUNTRY     -  US
 DL4831  USGS QUAD   -  BRIGHTON (2017)
 DL4831
 DL4831                         *CURRENT SURVEY CONTROL
 DL4831  ______________________________________________________________________
 DL4831* NAD 83(2011) POSITION- 42 33 04.82402(N) 083 47 43.43224(W)   ADJUSTED
 DL4831* NAD 83(2011) ELLIP HT-   275.816 (meters)        (06/27/12)   ADJUSTED
 DL4831* NAD 83(2011) EPOCH   -  2010.00
 DL4831* NAVD 88 ORTHO HEIGHT -   309.106 (meters)     1014.13  (feet) ADJUSTED
 DL4831  ______________________________________________________________________
 DL4831  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 DL4831  NAD 83(2011) X  -    508,621.278 (meters)                     COMP
 DL4831  NAD 83(2011) Y  - -4,678,438.419 (meters)                     COMP
 DL4831  NAD 83(2011) Z  -  4,291,104.237 (meters)                     COMP
 DL4831  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DL4831  DYNAMIC HEIGHT  -        309.023 (meters)     1013.85  (feet) COMP
 DL4831  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 DL4831
 DL4831  VERT ORDER      -  FIRST     CLASS II
 DL4831
 DL4831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4831  Standards:
 DL4831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4831  -------------------------------------------------------------------
 DL4831  NETWORK    0.24   0.41           0.11   0.08   0.21      0.09993947
 DL4831  -------------------------------------------------------------------
 DL4831  Click here for local accuracies and other accuracy information.
 DL4831
 DL4831.The horizontal coordinates were established by GPS observations
 DL4831.and adjusted by the National Geodetic Survey in June 2012.
 DL4831
 DL4831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4831.been affixed to the stable North American tectonic plate. See 
 DL4831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4831
 DL4831.The horizontal coordinates are valid at the epoch date displayed above
 DL4831.which is a decimal equivalence of Year/Month/Day.
 DL4831
 DL4831.The orthometric height was determined by differential leveling and
 DL4831.adjusted by the NATIONAL GEODETIC SURVEY
 DL4831.in October 2009.
 DL4831
 DL4831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4831.GEOID18 height accuracy estimate available here.
 DL4831
 DL4831.Click photographs - Photos may exist for this station.
 DL4831
 DL4831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4831
 DL4831.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4831
 DL4831.The ellipsoidal height was determined by GPS observations
 DL4831.and is referenced to NAD 83.
 DL4831
 DL4831.The dynamic height is computed by dividing the NAVD 88
 DL4831.geopotential number by the normal gravity value computed on the
 DL4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4831.degrees latitude (g = 980.6199 gals.).
 DL4831
 DL4831.The modeled gravity was interpolated from observed gravity values.
 DL4831
 DL4831. The following values were computed from the NAD 83(2011) position.
 DL4831
 DL4831;                    North         East     Units Scale Factor Converg.
 DL4831;SPC MI S     -   116,939.243 4,046,915.360   MT  0.99992374   +0 23 19.6
 DL4831;SPC MI S     -   383,658.93 13,277,281.36   iFT  0.99992374   +0 23 19.6
 DL4831;UTM  17      - 4,714,781.524   270,493.044   MT  1.00024811   -1 53 28.4
 DL4831
 DL4831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4831!SPC MI S     -   0.99995675  x   0.99992374  =   0.99988049
 DL4831!UTM  17      -   0.99995675  x   1.00024811  =   1.00020484
 DL4831
 DL4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7049314781(NAD 83)
 DL4831
 DL4831                          SUPERSEDED SURVEY CONTROL
 DL4831
 DL4831  NAD 83(2007)-  42 33 04.82429(N)    083 47 43.43287(W) AD(2002.00) B
 DL4831  ELLIP H (10/23/09)  275.825  (m)                       GP(2002.00) 3 1
 DL4831
 DL4831.Superseded values are not recommended for survey control.
 DL4831
 DL4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4831.See file dsdata.pdf to determine how the superseded data were derived.
 DL4831
 DL4831_MARKER: DD = SURVEY DISK
 DL4831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4831_STAMPING: 47607 2008
 DL4831_MARK LOGO: MIDT
 DL4831_PROJECTION: FLUSH
 DL4831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4831+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2020
 DL4831
 DL4831  HISTORY     - Date     Condition        Report By
 DL4831  HISTORY     - 20080423 MONUMENTED       COLEM
 DL4831  HISTORY     - 20200826 GOOD             MIDT
 DL4831
 DL4831                          STATION DESCRIPTION
 DL4831
 DL4831'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4831'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF
 DL4831'HARTLAND, 7.1 MI (11.4 KM) NORTH OF HAMBURG AND 1.7 MI (2.7 KM)
 DL4831'NORTH-NORTHWEST OF BRIGHTON.
 DL4831'
 DL4831'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 WITH
 DL4831'BUSINESS HIGHWAY 96 (GRAND RIVER AVENUE) LOCATED IN THE CITY OF
 DL4831'BRIGHTON, MI, GO NORTH ON BUSINESS 96 (GRAND RIVER AVENUE) FOR 0.2 MI
 DL4831'(0.3 KM) TO CONFERENCE CIRCLE DRIVE ON THE LEFT, TURN LEFT AND GO WEST
 DL4831'ON CONFERENCE CIRCLE DRIVE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DL4831'LEFT.
 DL4831'
 DL4831'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4831'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4831'CONCRETE POST SET ON BEDROCK AT A DEPTH OF 5 FT (1.5 M)
 DL4831'
 DL4831'THE STATION IS 18 FT (5.5 M) SOUTH OF THE EDGE OF CURB OF CONFERENCE
 DL4831'CENTER DRIVE, 15 FT (4.6 M) SOUTH OF A TELEPHONE PEDESTAL, AND 2 FT
 DL4831'(0.6 M) NORTH OF A RIGHT OF WAY FENCE FOR INTERSTATE 96.
 DL4831
 DL4831                          STATION RECOVERY (2020)
 DL4831
 DL4831'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4829 ***********************************************************************
 DL4829  DESIGNATION -  47608
 DL4829  PID         -  DL4829
 DL4829  STATE/COUNTY-  MI/LIVINGSTON
 DL4829  COUNTRY     -  US
 DL4829  USGS QUAD   -  BRIGHTON (2017)
 DL4829
 DL4829                         *CURRENT SURVEY CONTROL
 DL4829  ______________________________________________________________________
 DL4829* NAD 83(1986) POSITION- 42 32 09.62   (N) 083 47 01.15   (W)   HD_HELD1
 DL4829* NAVD 88 ORTHO HEIGHT -   280.735 (meters)      921.04  (feet) ADJUSTED
 DL4829  ______________________________________________________________________
 DL4829  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 DL4829  DYNAMIC HEIGHT  -        280.659 (meters)      920.80  (feet) COMP
 DL4829  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DL4829
 DL4829  VERT ORDER      -  FIRST     CLASS II
 DL4829
 DL4829.The horizontal coordinates were determined by differentially corrected
 DL4829.hand held GPS observations or other comparable positioning techniques
 DL4829.and have an estimated accuracy of +/- 3 meters.
 DL4829
 DL4829.The orthometric height was determined by differential leveling and
 DL4829.adjusted by the NATIONAL GEODETIC SURVEY
 DL4829.in October 2009.
 DL4829
 DL4829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4829.GEOID18 height accuracy estimate available here.
 DL4829
 DL4829.Click photographs - Photos may exist for this station.
 DL4829
 DL4829.The dynamic height is computed by dividing the NAVD 88
 DL4829.geopotential number by the normal gravity value computed on the
 DL4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4829.degrees latitude (g = 980.6199 gals.).
 DL4829
 DL4829.The modeled gravity was interpolated from observed gravity values.
 DL4829
 DL4829;                    North         East    Units  Estimated Accuracy
 DL4829;SPC MI S     -   115,242.6   4,047,891.7     MT  (+/- 3 meters HH1 GPS) 
 DL4829
 DL4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7140113046(NAD 83)
 DL4829
 DL4829                          SUPERSEDED SURVEY CONTROL
 DL4829
 DL4829.No superseded survey control is available for this station.
 DL4829
 DL4829_MARKER: DD = SURVEY DISK
 DL4829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL4829_SP_SET: BOX CULVERT
 DL4829_STAMPING: 47608 2008
 DL4829_MARK LOGO: MIDT
 DL4829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4829+STABILITY: SURFACE MOTION
 DL4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4829+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2008
 DL4829
 DL4829  HISTORY     - Date     Condition        Report By
 DL4829  HISTORY     - 20080602 MONUMENTED       COLEM
 DL4829
 DL4829                          STATION DESCRIPTION
 DL4829
 DL4829'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4829'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF HARTLAND, 6.1
 DL4829'MI (9.8 KM) NORTH OF HAMBURG AND 0.5 MI (0.8 KM) NORTH-NORTHWEST OF
 DL4829'BRIGHTON.
 DL4829'
 DL4829'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET WITH GRAND RIVER
 DL4829'AVENUE, LOCATED IN THE CITY OF BRIGHTON, MI, GO NORTH-NORTHWEST ON
 DL4829'GRAND RIVER AVENUE FOR 0.5 MI (0.8 KM) TO SOUTH ORE CREEK AND THE
 DL4829'STATION ON THE RIGHT.
 DL4829'
 DL4829'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4829'MODERNIZATION MARK DISK SET IN THE NORTH SIDE OF THE EAST END OF A BOX
 DL4829'CULVERT FOR SOUTH ORE CREEK.
 DL4829'
 DL4829'THE STATION IS 500 FT (152.4 M) SOUTH OF CROSS STREET AND 20 FT (6.1
 DL4829'M) EAST OF EDGE OF CURB OF GRAND RIVER AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5200 ***********************************************************************
 DL5200  DESIGNATION -  47704
 DL5200  PID         -  DL5200
 DL5200  STATE/COUNTY-  MI/LIVINGSTON
 DL5200  COUNTRY     -  US
 DL5200  USGS QUAD   -  BRIGHTON (2017)
 DL5200
 DL5200                         *CURRENT SURVEY CONTROL
 DL5200  ______________________________________________________________________
 DL5200* NAD 83(2011) POSITION- 42 34 43.83590(N) 083 51 23.10290(W)   ADJUSTED
 DL5200* NAD 83(2011) ELLIP HT-   266.836 (meters)        (06/27/12)   ADJUSTED
 DL5200* NAD 83(2011) EPOCH   -  2010.00
 DL5200* NAVD 88 ORTHO HEIGHT -   300.052 (meters)      984.42  (feet) ADJUSTED
 DL5200  ______________________________________________________________________
 DL5200  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 DL5200  NAD 83(2011) X  -    503,416.598 (meters)                     COMP
 DL5200  NAD 83(2011) Y  - -4,676,916.039 (meters)                     COMP
 DL5200  NAD 83(2011) Z  -  4,293,348.430 (meters)                     COMP
 DL5200  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 DL5200  DYNAMIC HEIGHT  -        299.974 (meters)      984.16  (feet) COMP
 DL5200  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 DL5200
 DL5200  VERT ORDER      -  FIRST     CLASS II
 DL5200
 DL5200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5200  Standards:
 DL5200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5200  -------------------------------------------------------------------
 DL5200  NETWORK    0.24   0.39           0.11   0.08   0.20      0.10860631
 DL5200  -------------------------------------------------------------------
 DL5200  Click here for local accuracies and other accuracy information.
 DL5200
 DL5200.The horizontal coordinates were established by GPS observations
 DL5200.and adjusted by the National Geodetic Survey in June 2012.
 DL5200
 DL5200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5200.been affixed to the stable North American tectonic plate. See 
 DL5200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5200
 DL5200.The horizontal coordinates are valid at the epoch date displayed above
 DL5200.which is a decimal equivalence of Year/Month/Day.
 DL5200
 DL5200.The orthometric height was determined by differential leveling and
 DL5200.adjusted by the NATIONAL GEODETIC SURVEY
 DL5200.in October 2009.
 DL5200
 DL5200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5200.GEOID18 height accuracy estimate available here.
 DL5200
 DL5200.Click photographs - Photos may exist for this station.
 DL5200
 DL5200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5200
 DL5200.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5200
 DL5200.The ellipsoidal height was determined by GPS observations
 DL5200.and is referenced to NAD 83.
 DL5200
 DL5200.The dynamic height is computed by dividing the NAVD 88
 DL5200.geopotential number by the normal gravity value computed on the
 DL5200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5200.degrees latitude (g = 980.6199 gals.).
 DL5200
 DL5200.The modeled gravity was interpolated from observed gravity values.
 DL5200
 DL5200. The following values were computed from the NAD 83(2011) position.
 DL5200
 DL5200;                    North         East     Units Scale Factor Converg.
 DL5200;SPC MI S     -   119,961.947 4,041,885.684   MT  0.99992108   +0 20 50.1
 DL5200;SPC MI S     -   393,575.94 13,260,779.80   iFT  0.99992108   +0 20 50.1
 DL5200;UTM  17      - 4,718,003.058   265,585.956   MT  1.00027612   -1 56 00.8
 DL5200
 DL5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5200!SPC MI S     -   0.99995815  x   0.99992108  =   0.99987924
 DL5200!UTM  17      -   0.99995815  x   1.00027612  =   1.00023426
 DL5200
 DL5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6558518003(NAD 83)
 DL5200
 DL5200                          SUPERSEDED SURVEY CONTROL
 DL5200
 DL5200  NAD 83(2007)-  42 34 43.83618(N)    083 51 23.10351(W) AD(2002.00) B
 DL5200  ELLIP H (10/23/09)  266.845  (m)                       GP(2002.00) 3 1
 DL5200
 DL5200.Superseded values are not recommended for survey control.
 DL5200
 DL5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5200.See file dsdata.pdf to determine how the superseded data were derived.
 DL5200
 DL5200_MARKER: DH = HORIZONTAL CONTROL DISK
 DL5200_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5200_SP_SET: BRIDGE ABUTMENT
 DL5200_STAMPING: 47704 1995
 DL5200_MARK LOGO: MIDT
 DL5200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5200+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 DL5200
 DL5200  HISTORY     - Date     Condition        Report By
 DL5200  HISTORY     - 1995     MONUMENTED       MIDT
 DL5200  HISTORY     - 20080408 GOOD             COLEM
 DL5200
 DL5200                          STATION DESCRIPTION
 DL5200
 DL5200'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5200'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 96 WITH EAST
 DL5200'GRAND RIVER AVENUE (EXIT 141) ABOUT 6 MI (9.7 KM) NORTHWEST OF
 DL5200'BRIGHTON, MICHIGAN.
 DL5200'
 DL5200'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL MARK
 DL5200'DISK SET IN THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE 'B5 OF
 DL5200'47-5-4' OVER THE WESTBOUND LANES OF INTERSTATE 96.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0377 ***********************************************************************
 NE0377  DESIGNATION -  48 1/2
 NE0377  PID         -  NE0377
 NE0377  STATE/COUNTY-  MI/OAKLAND
 NE0377  COUNTRY     -  US
 NE0377  USGS QUAD   -  WALLED LAKE (2017)
 NE0377
 NE0377                         *CURRENT SURVEY CONTROL
 NE0377  ______________________________________________________________________
 NE0377* NAD 83(1986) POSITION- 42 32 09.     (N) 083 29 52.     (W)   SCALED
 NE0377* NAVD 88 ORTHO HEIGHT -   286.629 (meters)      940.38  (feet) ADJUSTED
 NE0377  ______________________________________________________________________
 NE0377  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 NE0377  DYNAMIC HEIGHT  -        286.545 (meters)      940.11  (feet) COMP
 NE0377  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NE0377
 NE0377  VERT ORDER      -  SECOND    CLASS 0
 NE0377
 NE0377.The horizontal coordinates were scaled from a map and have
 NE0377.an estimated accuracy of +/- 6 seconds.
 NE0377
 NE0377.The orthometric height was determined by differential leveling and
 NE0377.adjusted by the NATIONAL GEODETIC SURVEY
 NE0377.in June 1991.
 NE0377
 NE0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0377.GEOID18 height accuracy estimate available here.
 NE0377
 NE0377.Click photographs - Photos may exist for this station.
 NE0377
 NE0377.The dynamic height is computed by dividing the NAVD 88
 NE0377.geopotential number by the normal gravity value computed on the
 NE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0377.degrees latitude (g = 980.6199 gals.).
 NE0377
 NE0377.The modeled gravity was interpolated from observed gravity values.
 NE0377
 NE0377;                    North         East    Units  Estimated Accuracy
 NE0377;SPC MI S     -   115,430.    4,071,370.      MT  (+/- 180 meters Scaled)
 NE0377
 NE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH948122(NAD 83)
 NE0377
 NE0377                          SUPERSEDED SURVEY CONTROL
 NE0377
 NE0377  NGVD 29 (??/??/92)  286.751  (m)          940.78   (f) ADJ UNCH    2 0
 NE0377
 NE0377.Superseded values are not recommended for survey control.
 NE0377
 NE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0377.See file dsdata.pdf to determine how the superseded data were derived.
 NE0377
 NE0377_MARKER: B = BOLT
 NE0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0377_STAMPING: 48-1/2
 NE0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0377+STABILITY: SURFACE MOTION
 NE0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0377+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 NE0377
 NE0377  HISTORY     - Date     Condition        Report By
 NE0377  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0377  HISTORY     - 1934     GOOD             CGS
 NE0377  HISTORY     - 20000808 GOOD             WOOLPT
 NE0377  HISTORY     - 20040306 GOOD             USPSQD
 NE0377  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0377
 NE0377                          STATION DESCRIPTION
 NE0377
 NE0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0377'2.3 MI E FROM WIXOM.
 NE0377'2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0377'STATION AT WIXOM, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0377'R 49, 0.5 MILE EAST OF A DIRT-ROAD CROSSING, 132 YARDS WEST OF
 NE0377'POWER-TRANSMISSION LINE POLE 509, 24 FEET NORTH OF THE NORTH
 NE0377'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0377'BOLT, STAMPED 48-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0377
 NE0377                          STATION RECOVERY (2000)
 NE0377
 NE0377'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0377'RECOVERED IN GOOD CONDITION.
 NE0377
 NE0377                          STATION RECOVERY (2004)
 NE0377
 NE0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0377'RECOVERED IN GOOD CONDITION.
 NE0377
 NE0377                          STATION RECOVERY (2006)
 NE0377
 NE0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0760 ***********************************************************************
 NE0760  DESIGNATION -  48 1/2
 NE0760  PID         -  NE0760
 NE0760  STATE/COUNTY-  MI/OAKLAND
 NE0760  COUNTRY     -  US
 NE0760  USGS QUAD   -  FENTON (2017)
 NE0760
 NE0760                         *CURRENT SURVEY CONTROL
 NE0760  ______________________________________________________________________
 NE0760* NAD 83(2011) POSITION- 42 47 48.94246(N) 083 39 37.43896(W)   ADJUSTED
 NE0760* NAD 83(2011) ELLIP HT-   241.791 (meters)        (06/27/12)   ADJUSTED
 NE0760* NAD 83(2011) EPOCH   -  2010.00
 NE0760* NAVD 88 ORTHO HEIGHT -   275.639 (meters)      904.33  (feet) ADJUSTED
 NE0760  ______________________________________________________________________
 NE0760  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 NE0760  NAD 83(2011) X  -    517,598.241 (meters)                     COMP
 NE0760  NAD 83(2011) Y  - -4,658,822.342 (meters)                     COMP
 NE0760  NAD 83(2011) Z  -  4,311,139.922 (meters)                     COMP
 NE0760  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 NE0760  DYNAMIC HEIGHT  -        275.561 (meters)      904.07  (feet) COMP
 NE0760  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 NE0760
 NE0760  VERT ORDER      -  SECOND    CLASS 0
 NE0760
 NE0760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0760  Standards:
 NE0760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0760  -------------------------------------------------------------------
 NE0760  NETWORK    3.51   3.80           1.39   1.46   1.94     -0.22802588
 NE0760  -------------------------------------------------------------------
 NE0760  Click here for local accuracies and other accuracy information.
 NE0760
 NE0760.The horizontal coordinates were established by GPS observations
 NE0760.and adjusted by the National Geodetic Survey in June 2012.
 NE0760
 NE0760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0760.been affixed to the stable North American tectonic plate. See 
 NE0760.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0760
 NE0760.The horizontal coordinates are valid at the epoch date displayed above
 NE0760.which is a decimal equivalence of Year/Month/Day.
 NE0760
 NE0760.The orthometric height was determined by differential leveling and
 NE0760.adjusted by the NATIONAL GEODETIC SURVEY
 NE0760.in June 1991.
 NE0760
 NE0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0760.GEOID18 height accuracy estimate available here.
 NE0760
 NE0760.Click photographs - Photos may exist for this station.
 NE0760
 NE0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0760
 NE0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0760
 NE0760.The ellipsoidal height was determined by GPS observations
 NE0760.and is referenced to NAD 83.
 NE0760
 NE0760.The dynamic height is computed by dividing the NAVD 88
 NE0760.geopotential number by the normal gravity value computed on the
 NE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0760.degrees latitude (g = 980.6199 gals.).
 NE0760
 NE0760.The modeled gravity was interpolated from observed gravity values.
 NE0760
 NE0760. The following values were computed from the NAD 83(2011) position.
 NE0760
 NE0760;                    North         East     Units Scale Factor Converg.
 NE0760;SPC MI S     -   144,301.596 4,057,772.992   MT  0.99990806   +0 28 50.3
 NE0760;SPC MI S     -   473,430.43 13,312,903.52   iFT  0.99990806   +0 28 50.3
 NE0760;UTM  17      - 4,741,697.423   282,436.327   MT  1.00018237   -1 48 29.5
 NE0760
 NE0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0760!SPC MI S     -   0.99996208  x   0.99990806  =   0.99987015
 NE0760!UTM  17      -   0.99996208  x   1.00018237  =   1.00014445
 NE0760
 NE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8243641697(NAD 83)
 NE0760
 NE0760                          SUPERSEDED SURVEY CONTROL
 NE0760
 NE0760  NAD 83(2007)-  42 47 48.94231(N)    083 39 37.43956(W) AD(2002.00) 0
 NE0760  ELLIP H (02/10/07)  241.800  (m)                       GP(2002.00)    
 NE0760  ELLIP H (07/12/02)  241.828  (m)                       GP(       ) 4 1
 NE0760  NAD 83(1994)-  42 47 48.94205(N)    083 39 37.44041(W) AD(       ) 1
 NE0760  ELLIP H (02/03/97)  241.863  (m)                       GP(       ) 4 1
 NE0760  NAD 83(1986)-  42 47 48.94310(N)    083 39 37.46923(W) AD(       ) 1
 NE0760  NAVD 88             275.64   (m)          904.3    (f) LEVELING    3  
 NE0760  NGVD 29 (??/??/92)  275.747  (m)          904.68   (f) ADJ UNCH    2 0
 NE0760
 NE0760.Superseded values are not recommended for survey control.
 NE0760
 NE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0760.See file dsdata.pdf to determine how the superseded data were derived.
 NE0760
 NE0760_MARKER: B = BOLT
 NE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0760_STAMPING: 48 1/2
 NE0760_MARK LOGO: GTWRR
 NE0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0760+STABILITY: SURFACE MOTION
 NE0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0760+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0760
 NE0760  HISTORY     - Date     Condition        Report By
 NE0760  HISTORY     - 1942     MONUMENTED       GTWRR
 NE0760  HISTORY     - 1942     GOOD             CGS
 NE0760  HISTORY     - 19931008 GOOD             WADTRI
 NE0760  HISTORY     - 19970214 GOOD             LOCENG
 NE0760  HISTORY     - 20060310 GOOD             INDIV
 NE0760
 NE0760                          STATION DESCRIPTION
 NE0760
 NE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0760'2 MI NW FROM HOLLY.
 NE0760'2.0 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0760'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0760'MILEPOST D 48, 283 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0760'155 YARDS NORTHWEST OF THE NORTHWEST ABUTMENT OF BRIDGE 48.39,
 NE0760'43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 7.5 FEET SOUTH OF A
 NE0760'4-INCH OAK TREE, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0760'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A COPPER BOLT, STAMPED
 NE0760'48-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0760
 NE0760                          STATION RECOVERY (1993)
 NE0760
 NE0760'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (MTM)
 NE0760'RECOVERED AS DESCRIBED.
 NE0760
 NE0760                          STATION RECOVERY (1997)
 NE0760
 NE0760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0760'TO REACH FROM HOLLY, GO NORTHWEST ALONG THE GRAND TRUNK WESTERN
 NE0760'RAILRAW FOR 2.0 MI (3.2 KM) TO STATION.  IT 0.5 MI (0.8 KM) NORTHWEST
 NE0760'OF MILEPOST D 48, 283.0 YARDS SOUTHEAST OF A PRIVATE ROAD CROSSING,
 NE0760'155.0 YARDS NORTHWEST OF THE NORTHWEST ABUTMENT OF A BRIDGE, 43.7 FT
 NE0760'(13.3 M) NORTHEAST OF THE NORTHEAST RAIL, 7.5 FT (2.3 M) SOUTH OF A
 NE0760'4-INCH OAK TREE, 2.0 FT (0.6 M) SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0760'ABOUT 3.0 FT (0.9 M) LOWER THAN THE RAIL, MARKED WITH A 1-INCH BY
 NE0760'4-INCH WOODEN PADDLE.
 NE0760
 NE0760                          STATION RECOVERY (2006)
 NE0760
 NE0760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0760'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0297 ***********************************************************************
 OK0297  DESIGNATION -  48 1/2
 OK0297  PID         -  OK0297
 OK0297  STATE/COUNTY-  MI/KENT
 OK0297  COUNTRY     -  US
 OK0297  USGS QUAD   -  EVANS (2017)
 OK0297
 OK0297                         *CURRENT SURVEY CONTROL
 OK0297  ______________________________________________________________________
 OK0297* NAD 83(1986) POSITION- 43 11 40.     (N) 085 24 25.     (W)   SCALED
 OK0297* NAVD 88 ORTHO HEIGHT -   261.558 (meters)      858.13  (feet) ADJUSTED
 OK0297  ______________________________________________________________________
 OK0297  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 OK0297  DYNAMIC HEIGHT  -        261.499 (meters)      857.93  (feet) COMP
 OK0297  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 OK0297
 OK0297  VERT ORDER      -  SECOND    CLASS 0
 OK0297
 OK0297.The horizontal coordinates were scaled from a map and have
 OK0297.an estimated accuracy of +/- 6 seconds.
 OK0297
 OK0297.The orthometric height was determined by differential leveling and
 OK0297.adjusted by the NATIONAL GEODETIC SURVEY
 OK0297.in June 1991.
 OK0297
 OK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0297.GEOID18 height accuracy estimate available here.
 OK0297
 OK0297.Click photographs - Photos may exist for this station.
 OK0297
 OK0297.The dynamic height is computed by dividing the NAVD 88
 OK0297.geopotential number by the normal gravity value computed on the
 OK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0297.degrees latitude (g = 980.6199 gals.).
 OK0297
 OK0297.The modeled gravity was interpolated from observed gravity values.
 OK0297
 OK0297;                    North         East    Units  Estimated Accuracy
 OK0297;SPC MI S     -   188,740.    3,915,450.      MT  (+/- 180 meters Scaled)
 OK0297
 OK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN294836(NAD 83)
 OK0297
 OK0297                          SUPERSEDED SURVEY CONTROL
 OK0297
 OK0297  NGVD 29 (??/??/92)  261.686  (m)          858.55   (f) ADJ UNCH    2 0
 OK0297
 OK0297.Superseded values are not recommended for survey control.
 OK0297
 OK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0297.See file dsdata.pdf to determine how the superseded data were derived.
 OK0297
 OK0297_MARKER: B = BOLT
 OK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0297_STAMPING: 48-1/2
 OK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0297+STABILITY: SURFACE MOTION
 OK0297
 OK0297  HISTORY     - Date     Condition        Report By
 OK0297  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0297  HISTORY     - 1934     GOOD             CGS
 OK0297  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0297
 OK0297                          STATION DESCRIPTION
 OK0297
 OK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0297'0.5 MI E FROM HARVARD.
 OK0297'0.5 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0297'AT HARVARD, 27 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 OK0297'LOWER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 48-1/2 AND
 OK0297'SET IN THE TOP OF A CONCRETE POST.
 OK0297
 OK0297                          STATION RECOVERY (1969)
 OK0297
 OK0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0398 ***********************************************************************
 RJ0398  DESIGNATION -  48 DFC
 RJ0398  PID         -  RJ0398
 RJ0398  STATE/COUNTY-  MI/MACKINAC
 RJ0398  COUNTRY     -  US
 RJ0398  USGS QUAD   -  EPOUFETTE (2017)
 RJ0398
 RJ0398                         *CURRENT SURVEY CONTROL
 RJ0398  ______________________________________________________________________
 RJ0398* NAD 83(1986) POSITION- 46 04 06.0    (N) 085 13 27.0    (W)   HD_HELD2
 RJ0398* NAVD 88 ORTHO HEIGHT -   180.810 (meters)      593.21  (feet) ADJUSTED
 RJ0398  ______________________________________________________________________
 RJ0398  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 RJ0398  DYNAMIC HEIGHT  -        180.821 (meters)      593.24  (feet) COMP
 RJ0398  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 RJ0398
 RJ0398  VERT ORDER      -  FIRST     CLASS 0
 RJ0398
 RJ0398.The horizontal coordinates were established by autonomous hand held GPS
 RJ0398.observations and have an estimated accuracy of +/- 10 meters.
 RJ0398
 RJ0398.The orthometric height was determined by differential leveling and
 RJ0398.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0398.in June 1991.
 RJ0398
 RJ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0398.GEOID18 height accuracy estimate available here.
 RJ0398
 RJ0398.Click photographs - Photos may exist for this station.
 RJ0398
 RJ0398.The dynamic height is computed by dividing the NAVD 88
 RJ0398.geopotential number by the normal gravity value computed on the
 RJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0398.degrees latitude (g = 980.6199 gals.).
 RJ0398
 RJ0398.The modeled gravity was interpolated from observed gravity values.
 RJ0398
 RJ0398;                    North         East    Units  Estimated Accuracy
 RJ0398;SPC MI N     -   144,359.    8,137,369.      MT  (+/- 10 meters HH2 GPS)
 RJ0398
 RJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3733603172(NAD 83)
 RJ0398
 RJ0398                          SUPERSEDED SURVEY CONTROL
 RJ0398
 RJ0398  NGVD 29 (??/??/92)  180.851  (m)          593.34   (f) ADJ UNCH    1 0
 RJ0398
 RJ0398.Superseded values are not recommended for survey control.
 RJ0398
 RJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0398.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0398
 RJ0398_MARKER: DD = SURVEY DISK
 RJ0398_SETTING: 80 = SET IN A BOULDER
 RJ0398_STAMPING: 48 DFC 1958 593
 RJ0398_MARK LOGO: USGS
 RJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0398+STABILITY: SURFACE MOTION
 RJ0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0398+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 RJ0398
 RJ0398  HISTORY     - Date     Condition        Report By
 RJ0398  HISTORY     - 1958     MONUMENTED       USGS
 RJ0398  HISTORY     - 1972     GOOD             NGS
 RJ0398  HISTORY     - 19950815 GOOD             USPSQD
 RJ0398  HISTORY     - 20030606 GOOD             USPSQD
 RJ0398  HISTORY     - 20060830 GOOD             USPSQD
 RJ0398  HISTORY     - 20101025 GOOD             MIDT
 RJ0398
 RJ0398                          STATION DESCRIPTION
 RJ0398
 RJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0398'9.6 MI NW FROM BREVORT.
 RJ0398'ABOUT 9.55 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0398'LUTHERAN CHURCH AT BREVORT, ABOUT 0.3 MILE WEST OF A BRIDGE
 RJ0398'OVER PEQUIN CREEK, AT THE EAST END OF AN OLD WOODS ROAD, SET IN
 RJ0398'THE TOP AND ABOUT IN THE CENTER OF A BOULDER THAT IS 3 FEET
 RJ0398'LONG- 2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE GROUND, 77 1/2
 RJ0398'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 1/2 FEET
 RJ0398'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 6, T 42 N, R 7 W.
 RJ0398
 RJ0398                          STATION RECOVERY (1995)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0398'RECOVERED IN GOOD CONDITION.
 RJ0398
 RJ0398                          STATION RECOVERY (2003)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0398'RECOVERED IN GOOD CONDITION.
 RJ0398
 RJ0398                          STATION RECOVERY (2006)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0398'RECOVERED IN GOOD CONDITION.
 RJ0398
 RJ0398                          STATION RECOVERY (2010)
 RJ0398
 RJ0398'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (LEW)
 RJ0398'STATION IS LOCATED 0.28 MILES WEST ALONG US-2 FROM THE BOX CULVERT FOR
 RJ0398'PAQUIN CREEK, 85 FEET EAST OF NORTH CONCRETE HEADWALL OF 8 INCH US-2
 RJ0398'UNDERDRAIN OUTLET, 76 FEET NORTH OF CENTERLINE US-2 AND 2.1 SOUTH OF A
 RJ0398'CARSONITE WITNESS POST.  NOTE- WOODS ROAD FROM 1972 DESCRIPTION IS NOT
 RJ0398'EVIDENT.
 RJ0398'
 RJ0398'THE MARK IS A STANDARD U.S GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 RJ0398''48DFC 1958 593' SET IN THE TOP CENTER OF A 3 FOOT BY 2 FOOT BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0758 ***********************************************************************
 NE0758  DESIGNATION -  49 1/2
 NE0758  PID         -  NE0758
 NE0758  STATE/COUNTY-  MI/OAKLAND
 NE0758  COUNTRY     -  US
 NE0758  USGS QUAD   -  FENTON (2017)
 NE0758
 NE0758                         *CURRENT SURVEY CONTROL
 NE0758  ______________________________________________________________________
 NE0758* NAD 83(1986) POSITION- 42 47 35.     (N) 083 40 45.     (W)   SCALED
 NE0758* NAVD 88 ORTHO HEIGHT -   277.664 (meters)      910.97  (feet) ADJUSTED
 NE0758  ______________________________________________________________________
 NE0758  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 NE0758  DYNAMIC HEIGHT  -        277.586 (meters)      910.71  (feet) COMP
 NE0758  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 NE0758
 NE0758  VERT ORDER      -  SECOND    CLASS 0
 NE0758
 NE0758.The horizontal coordinates were scaled from a map and have
 NE0758.an estimated accuracy of +/- 6 seconds.
 NE0758
 NE0758.The orthometric height was determined by differential leveling and
 NE0758.adjusted by the NATIONAL GEODETIC SURVEY
 NE0758.in June 1991.
 NE0758
 NE0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0758.GEOID18 height accuracy estimate available here.
 NE0758
 NE0758.Click photographs - Photos may exist for this station.
 NE0758
 NE0758.The dynamic height is computed by dividing the NAVD 88
 NE0758.geopotential number by the normal gravity value computed on the
 NE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0758.degrees latitude (g = 980.6199 gals.).
 NE0758
 NE0758.The modeled gravity was interpolated from observed gravity values.
 NE0758
 NE0758;                    North         East    Units  Estimated Accuracy
 NE0758;SPC MI S     -   143,860.    4,056,240.      MT  (+/- 180 meters Scaled)
 NE0758
 NE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH808413(NAD 83)
 NE0758
 NE0758                          SUPERSEDED SURVEY CONTROL
 NE0758
 NE0758  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 NE0758
 NE0758.Superseded values are not recommended for survey control.
 NE0758
 NE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0758.See file dsdata.pdf to determine how the superseded data were derived.
 NE0758
 NE0758_MARKER: B = BOLT
 NE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0758_STAMPING: 49 1/2
 NE0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0758+STABILITY: SURFACE MOTION
 NE0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0758+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0758
 NE0758  HISTORY     - Date     Condition        Report By
 NE0758  HISTORY     - 1938     MONUMENTED       GTWRR
 NE0758  HISTORY     - 1938     GOOD             CGS
 NE0758  HISTORY     - 19970114 GOOD             LOCENG
 NE0758  HISTORY     - 19970214 GOOD             LOCENG
 NE0758  HISTORY     - 20060310 GOOD             INDIV
 NE0758
 NE0758                          STATION DESCRIPTION
 NE0758
 NE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0758'3 MI NW FROM HOLLY.
 NE0758'3.0 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0758'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0758'MILEPOST D 49, 50 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0758'40.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET SOUTHEAST
 NE0758'OF A 6-INCH CHERRY TREE, AND 4 FEET LOWER THAN THE TRACK.  A
 NE0758'COPPER BOLT, STAMPED 49-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0758'POST.
 NE0758
 NE0758                          STATION RECOVERY (1997)
 NE0758
 NE0758'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0758'STATION IS LOCATED SOUTH OF A ELECTRICAL SUBSTATION.  THE SUBSTATION
 NE0758'HAS AN ACCESS ROAD OFF OF GRAGE HALL ROAD, BUT HAS A LOCKED GATE NEAR
 NE0758'THAT ENTRANCE.  THE SUBSTATION IS NEAR THE NORTH RAILROAD
 NE0758'RIGHT-OF-WAY.  TO REACH FROM HOLLY, GO NORTHWEST ALONG THE GRAND TRUNK
 NE0758'WESTERN RAILWAY FOR 3.0 MI (4.8 KM) TO SUBSTATION AND STATION. IT IS
 NE0758'0.5 MILE (0.8 KM) NORTHWEST OF MILEPOST D 49, 50 YARDS SOUTHEAST OF A
 NE0758'PRIVATE ROAD CROSSING, 20.0 FT (6.1 M) SOUTHEAST OF A 30-INCH CHERRY
 NE0758'TREE, 4.0 FT (1.2 M) LOWER THAN THE TRACK, 3.0 FT (0.9 M) SOUTH OF THE
 NE0758'NORTH RIGHT-OF-WAY FENCE AND MARKED WITH A 1-INCH BY 4-INCH WOODEN
 NE0758'PADDLE.  MARK IS NEAR FLUSH WITH THE GROUND.
 NE0758
 NE0758                          STATION RECOVERY (1997)
 NE0758
 NE0758'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0758'STATION IS LOCATED SOUTH OF AN ELECTRICAL SUBSTATION.  THE SUBSTATION
 NE0758'HAS A ACCESS ROAD OFF OF GRANGE HALL ROAD, BUT HAS A LOCKED GATE NEAR
 NE0758'THE ENTRANCE.  THE SUBSTATION IS NEAR THE NORTH RAILROAD R/W.  TO
 NE0758'REACH GO 3.2 MILES (5.1 KM) NORTHWEST ALONG THE GRAND TRUNK WESTERN
 NE0758'RAILWAY FROM THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE (0.8 KM)
 NE0758'NORTHWEST OF MILE POST D-49, 50 YARDS SOUTHEAST 30-INCH CHERRY TREE,
 NE0758'AND 4.0 FEET (1.2 M) LOWER THAN THE TRACK, 3.0 FEET (0.9 M) SOUTH OF
 NE0758'THE NORTH R/W FENCE, MARKED WITH A 1-INCH BY 4-INCH WOODEN PADDLE.
 NE0758'NOTE--THE MARKER IS NEAR FLUSH WITH THE GROND.
 NE0758
 NE0758                          STATION RECOVERY (2006)
 NE0758
 NE0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0758'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0294 ***********************************************************************
 OK0294  DESIGNATION -  49 1/2
 OK0294  PID         -  OK0294
 OK0294  STATE/COUNTY-  MI/KENT
 OK0294  COUNTRY     -  US
 OK0294  USGS QUAD   -  EVANS (2017)
 OK0294
 OK0294                         *CURRENT SURVEY CONTROL
 OK0294  ______________________________________________________________________
 OK0294* NAD 83(1986) POSITION- 43 11 40.     (N) 085 25 38.     (W)   SCALED
 OK0294* NAVD 88 ORTHO HEIGHT -   272.155 (meters)      892.90  (feet) ADJUSTED
 OK0294  ______________________________________________________________________
 OK0294  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 OK0294  DYNAMIC HEIGHT  -        272.094 (meters)      892.70  (feet) COMP
 OK0294  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 OK0294
 OK0294  VERT ORDER      -  SECOND    CLASS 0
 OK0294
 OK0294.The horizontal coordinates were scaled from a map and have
 OK0294.an estimated accuracy of +/- 6 seconds.
 OK0294
 OK0294.The orthometric height was determined by differential leveling and
 OK0294.adjusted by the NATIONAL GEODETIC SURVEY
 OK0294.in June 1991.
 OK0294
 OK0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0294.GEOID18 height accuracy estimate available here.
 OK0294
 OK0294.Click photographs - Photos may exist for this station.
 OK0294
 OK0294.The dynamic height is computed by dividing the NAVD 88
 OK0294.geopotential number by the normal gravity value computed on the
 OK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0294.degrees latitude (g = 980.6199 gals.).
 OK0294
 OK0294.The modeled gravity was interpolated from observed gravity values.
 OK0294
 OK0294;                    North         East    Units  Estimated Accuracy
 OK0294;SPC MI S     -   188,760.    3,913,800.      MT  (+/- 180 meters Scaled)
 OK0294
 OK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN277836(NAD 83)
 OK0294
 OK0294                          SUPERSEDED SURVEY CONTROL
 OK0294
 OK0294  NGVD 29 (??/??/92)  272.281  (m)          893.31   (f) ADJ UNCH    2 0
 OK0294
 OK0294.Superseded values are not recommended for survey control.
 OK0294
 OK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0294.See file dsdata.pdf to determine how the superseded data were derived.
 OK0294
 OK0294_MARKER: B = BOLT
 OK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0294_STAMPING: 49-1/2
 OK0294_PROJECTION: PROJECTING 13 CENTIMETERS
 OK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0294+STABILITY: SURFACE MOTION
 OK0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0294+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 OK0294
 OK0294  HISTORY     - Date     Condition        Report By
 OK0294  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0294  HISTORY     - 1934     GOOD             CGS
 OK0294  HISTORY     - 20200615 GOOD             MIDT
 OK0294
 OK0294                          STATION DESCRIPTION
 OK0294
 OK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0294'0.5 MI W FROM HARVARD.
 OK0294'0.5 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0294'AT HARVARD, 41 FEET NORTH OF THE NORTH RAIL AND ABOUT 3 FEET
 OK0294'HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 49-1/2 AND
 OK0294'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 OK0294
 OK0294                          STATION RECOVERY (2020)
 OK0294
 OK0294'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0294'AT 12650 RAMSDELL DR NORTHEAST, ROCKFORD, MI 49341, 187 YDS (171.0 M)
 OK0294'EAST ALONG TRAIL FROM THE SOUTH EAST CORNER OF A POLE BARN AND 125 FT
 OK0294'(38.1 M) SOUTH OF A TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0066 ***********************************************************************
 NF0066  DESIGNATION -  5
 NF0066  PID         -  NF0066
 NF0066  STATE/COUNTY-  MI/INGHAM
 NF0066  COUNTRY     -  US
 NF0066  USGS QUAD   -  EAST LANSING (2017)
 NF0066
 NF0066                         *CURRENT SURVEY CONTROL
 NF0066  ______________________________________________________________________
 NF0066* NAD 83(1986) POSITION- 42 43 56.     (N) 084 28 38.     (W)   SCALED
 NF0066* NAVD 88 ORTHO HEIGHT -   257.74  (+/-2cm)      845.6   (feet) VERTCON3
 NF0066  ______________________________________________________________________
 NF0066  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 NF0066  VERT ORDER      -  ? (See Below)
 NF0066
 NF0066.The horizontal coordinates were scaled from a map and have
 NF0066.an estimated accuracy of +/- 6 seconds.
 NF0066
 NF0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0066
 NF0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0066.GEOID18 height accuracy estimate available here.
 NF0066
 NF0066.The vertical order pertains to the NGVD 29 superseded value.
 NF0066
 NF0066.Click photographs - Photos may exist for this station.
 NF0066
 NF0066;                    North         East    Units  Estimated Accuracy
 NF0066;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0066
 NF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0066
 NF0066                          SUPERSEDED SURVEY CONTROL
 NF0066
 NF0066  NGVD 29 (??/??/92)  257.876  (m)          846.05   (f) ADJ UNCH       
 NF0066
 NF0066.Superseded values are not recommended for survey control.
 NF0066
 NF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0066.See file dsdata.pdf to determine how the superseded data were derived.
 NF0066
 NF0066_MARKER: B = BOLT
 NF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0066+STABILITY: SURFACE MOTION
 NF0066
 NF0066  HISTORY     - Date     Condition        Report By
 NF0066  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0066  HISTORY     - 1932     GOOD             MISCOL
 NF0066  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0066
 NF0066                          STATION DESCRIPTION
 NF0066
 NF0066'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0066'AT EAST LANSING.
 NF0066'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0066'CAMPUS, 66.5 FEET WEST OF THE NORTHWEST CORNER OF COLLEGE HALL,
 NF0066'AND 7.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FOUNTAIN.
 NF0066'A BOLT, SET IN THE TOP OF A CONCRETE POST.
 NF0066
 NF0066                          STATION RECOVERY (1978)
 NF0066
 NF0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI1022 ***********************************************************************
 AI1022  DESIGNATION -  5
 AI1022  PID         -  AI1022
 AI1022  STATE/COUNTY-  MI/CHARLEVOIX
 AI1022  COUNTRY     -  US
 AI1022  USGS QUAD   -  IRONTON (2017)
 AI1022
 AI1022                         *CURRENT SURVEY CONTROL
 AI1022  ______________________________________________________________________
 AI1022* NAD 83(2011) POSITION- 45 19 42.50305(N) 085 14 26.50810(W)   ADJUSTED
 AI1022* NAD 83(2011) ELLIP HT-   157.963 (meters)        (06/27/12)   ADJUSTED
 AI1022* NAD 83(2011) EPOCH   -  2010.00
 AI1022* NAVD 88 ORTHO HEIGHT -   193.1   (meters)      634.    (feet) GPS OBS
 AI1022  ______________________________________________________________________
 AI1022  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1022  GEOID HEIGHT    -        -35.074 (meters)                     GEOID96
 AI1022  GEOID HEIGHT    -        -35.173 (meters)                     GEOID18
 AI1022  NAD 83(2011) X  -    372,686.011 (meters)                     COMP
 AI1022  NAD 83(2011) Y  - -4,476,327.672 (meters)                     COMP
 AI1022  NAD 83(2011) Z  -  4,513,199.438 (meters)                     COMP
 AI1022  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AI1022
 AI1022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1022  Standards:
 AI1022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1022  -------------------------------------------------------------------
 AI1022  NETWORK    0.88   0.90           0.41   0.28   0.46     -0.00354225
 AI1022  -------------------------------------------------------------------
 AI1022  Click here for local accuracies and other accuracy information.
 AI1022
 AI1022.The horizontal coordinates were established by GPS observations
 AI1022.and adjusted by the National Geodetic Survey in June 2012.
 AI1022
 AI1022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1022.been affixed to the stable North American tectonic plate. See 
 AI1022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1022
 AI1022.The horizontal coordinates are valid at the epoch date displayed above
 AI1022.which is a decimal equivalence of Year/Month/Day.
 AI1022
 AI1022.The orthometric height was determined by GPS observations and a
 AI1022.high-resolution geoid model.
 AI1022
 AI1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1022.GEOID18 height accuracy estimate available here.
 AI1022
 AI1022.Click photographs - Photos may exist for this station.
 AI1022
 AI1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1022
 AI1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1022
 AI1022.The ellipsoidal height was determined by GPS observations
 AI1022.and is referenced to NAD 83.
 AI1022
 AI1022. The following values were computed from the NAD 83(2011) position.
 AI1022
 AI1022;                    North         East     Units Scale Factor Converg.
 AI1022;SPC MI C     -   223,922.996 5,931,486.153   MT  0.99993527   -0 37 02.7
 AI1022;SPC MI C     -   734,655.50 19,460,256.41   iFT  0.99993527   -0 37 02.7
 AI1022;UTM  16      - 5,020,946.117   637,865.247   MT  0.99983370   +1 15 04.8
 AI1022
 AI1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1022!SPC MI C     -   0.99997524  x   0.99993527  =   0.99991051
 AI1022!UTM  16      -   0.99997524  x   0.99983370  =   0.99980894
 AI1022
 AI1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3786520946(NAD 83)
 AI1022
 AI1022                          SUPERSEDED SURVEY CONTROL
 AI1022
 AI1022  NAD 83(2007)-  45 19 42.50325(N)    085 14 26.50921(W) AD(2002.00) 0
 AI1022  ELLIP H (02/10/07)  158.003  (m)                       GP(2002.00)    
 AI1022  ELLIP H (07/12/02)  158.015  (m)                       GP(       ) 4 1
 AI1022  NAD 83(1994)-  45 19 42.50271(N)    085 14 26.50926(W) AD(       ) 1
 AI1022  ELLIP H (08/16/99)  158.014  (m)                       GP(       ) 3 2
 AI1022
 AI1022.Superseded values are not recommended for survey control.
 AI1022
 AI1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1022.See file dsdata.pdf to determine how the superseded data were derived.
 AI1022
 AI1022_MARKER: DD = SURVEY DISK
 AI1022_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1022_STAMPING: 5-1998
 AI1022_MARK LOGO: WADTRI
 AI1022_PROJECTION: RECESSED 10 CENTIMETERS
 AI1022_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1022+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1022_ROD/PIPE-DEPTH: 10 meters
 AI1022_SLEEVE-DEPTH  : 10 meters
 AI1022
 AI1022  HISTORY     - Date     Condition        Report By
 AI1022  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1022
 AI1022                          STATION DESCRIPTION
 AI1022
 AI1022'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1022'DESCRIBED BY WADE-TRIM INC. TO REACH FROM US HWY 31 DRAWBRIDGE IN
 AI1022'CHARLEVOIX, GO NORTH ALONG HWY 31 FOR 1.10 MILES (1.77 KM) THEN TURN
 AI1022'NORTH ON MERCER ROAD FOR .25 MILES (0.40 KM) TO THE STATION ON THE
 AI1022'LEFT IN FAIRWAY OF GOLF COURSE, 46.25 FT WEST OF CENTERLINE OF MERCER
 AI1022'ROAD, 94.35 FT SE OF FACE OF 4.5 FT DIAMETER MAPLE, 154.60 FT NE OF
 AI1022'FACE OF 40 INCH MAPLE, 211.95 FT SOUTHEASTERLY FROM SW CORNER ELECTRIC
 AI1022'TRANSMISSION BOX. ALUM ROD WITH ALUM DISK (.27 FT DIAM.) DRIVEN TO
 AI1022'POINT OF REFUSAL IN NGS BOX STAMPED NO.5-1998 ON RIM OF BOX. NOTE-
 AI1022'STATION IS LOOSE IN SLEEVE, IT WIGGLES HORIZONTALLY WITH PRESSURE FROM
 AI1022'HAND BUT CANNOT BE RAISED WITH HAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0178 ***********************************************************************
 QJ0178  DESIGNATION -  5 GEU
 QJ0178  PID         -  QJ0178
 QJ0178  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0178  COUNTRY     -  US
 QJ0178  USGS QUAD   -  ROGERS CITY (2017)
 QJ0178
 QJ0178                         *CURRENT SURVEY CONTROL
 QJ0178  ______________________________________________________________________
 QJ0178* NAD 83(1986) POSITION- 45 25 13.3    (N) 083 48 59.2    (W)   HD_HELD2
 QJ0178* NAVD 88 ORTHO HEIGHT -   184.438 (meters)      605.11  (feet) ADJUSTED
 QJ0178  ______________________________________________________________________
 QJ0178  GEOID HEIGHT    -        -36.837 (meters)                     GEOID18
 QJ0178  DYNAMIC HEIGHT  -        184.428 (meters)      605.08  (feet) COMP
 QJ0178  MODELED GRAVITY -    980,561.3   (mgal)                       NAVD 88
 QJ0178
 QJ0178  VERT ORDER      -  FIRST     CLASS II
 QJ0178
 QJ0178.The horizontal coordinates were established by autonomous hand held GPS
 QJ0178.observations and have an estimated accuracy of +/- 10 meters.
 QJ0178
 QJ0178.The orthometric height was determined by differential leveling and
 QJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0178.in June 1991.
 QJ0178
 QJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0178.GEOID18 height accuracy estimate available here.
 QJ0178
 QJ0178.Click photographs - Photos may exist for this station.
 QJ0178
 QJ0178.The dynamic height is computed by dividing the NAVD 88
 QJ0178.geopotential number by the normal gravity value computed on the
 QJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0178.degrees latitude (g = 980.6199 gals.).
 QJ0178
 QJ0178.The modeled gravity was interpolated from observed gravity values.
 QJ0178
 QJ0178;                    North         East    Units  Estimated Accuracy
 QJ0178;SPC MI C     -   233,912.    6,043,062.      MT  (+/- 10 meters HH2 GPS)
 QJ0178
 QJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7965133507(NAD 83)
 QJ0178
 QJ0178                          SUPERSEDED SURVEY CONTROL
 QJ0178
 QJ0178.No superseded survey control is available for this station.
 QJ0178
 QJ0178_MARKER: DD = SURVEY DISK
 QJ0178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0178_SP_SET: CONCRETE WINDOW WALL
 QJ0178_STAMPING: 5 GEU 1971
 QJ0178_MARK LOGO: USGS
 QJ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0178+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 QJ0178
 QJ0178  HISTORY     - Date     Condition        Report By
 QJ0178  HISTORY     - 1971     MONUMENTED       USGS
 QJ0178  HISTORY     - 1983     GOOD             NGS
 QJ0178  HISTORY     - 20010331 GOOD             NGS
 QJ0178  HISTORY     - 20040811 GOOD             USPSQD
 QJ0178  HISTORY     - 20160525 GOOD             C2AE
 QJ0178
 QJ0178                          STATION DESCRIPTION
 QJ0178
 QJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0178'IN ROGERS CITY.
 QJ0178'IN ROGERS CITY AT THE NORTHWEST CORNER OF THE POST OFFICE, IS A USGS
 QJ0178'DISK SET IN TOP OF THE NORTHWEST CORNER OF A RETAINING WALL (WINDOW
 QJ0178'WELL) AROUND THE BASEMENT WINDOW OF THE POST OFFICE BUILDING, IS ABOUT
 QJ0178'0.15 METER (0.5 FT) ABOVE THE GROUND, 8.16 METERS (26.8 FT) NORTHWEST
 QJ0178'OF THE CENTER OF THE DOUBLE DOOR FRONT ENTRANCE OF THE POST OFFICE
 QJ0178'BUILDING, 8.86 METERS (29.1 FT) SOUTHEAST OF A FIRE HYDRANT, AND
 QJ0178'2.40 METERS (7.9 FT) NORTH-NORTHEAST OF THE FLAGPOLE.
 QJ0178'THE MARK IS ABOVE LEVEL WITH CENTER OF THIRD STREET.
 QJ0178
 QJ0178                          STATION RECOVERY (2001)
 QJ0178
 QJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0178
 QJ0178                          STATION RECOVERY (2004)
 QJ0178
 QJ0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0178'RECOVERED IN GOOD CONDITION.
 QJ0178
 QJ0178                          STATION RECOVERY (2016)
 QJ0178
 QJ0178'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 QJ0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1152 ***********************************************************************
 OJ1152  DESIGNATION -  5 KEE RESET
 OJ1152  PID         -  OJ1152
 OJ1152  STATE/COUNTY-  MI/HURON
 OJ1152  COUNTRY     -  US
 OJ1152  USGS QUAD   -  RUSH LAKE (2017)
 OJ1152
 OJ1152                         *CURRENT SURVEY CONTROL
 OJ1152  ______________________________________________________________________
 OJ1152* NAD 83(1986) POSITION- 43 59 00.     (N) 083 10 00.     (W)   SCALED
 OJ1152* NAVD 88 ORTHO HEIGHT -   181.06  (meters)      594.0   (feet) RESET
 OJ1152  ______________________________________________________________________
 OJ1152  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 OJ1152  VERT ORDER      -  THIRD
 OJ1152
 OJ1152.The horizontal coordinates were scaled from a map and have
 OJ1152.an estimated accuracy of +/- 6 seconds.
 OJ1152
 OJ1152.The orthometric height was computed from unverified reset data.
 OJ1152
 OJ1152.No vertical observational check was made to the station.
 OJ1152
 OJ1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1152.GEOID18 height accuracy estimate available here.
 OJ1152
 OJ1152.Click photographs - Photos may exist for this station.
 OJ1152
 OJ1152;                    North         East    Units  Estimated Accuracy
 OJ1152;SPC MI S     -   276,550.    4,096,280.      MT  (+/- 180 meters Scaled)
 OJ1152
 OJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ262723(NAD 83)
 OJ1152
 OJ1152                          SUPERSEDED SURVEY CONTROL
 OJ1152
 OJ1152  NGVD 29 (02/05/16)  181.20   (m)          594.5    (f) RESET       3  
 OJ1152
 OJ1152.Superseded values are not recommended for survey control.
 OJ1152
 OJ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1152.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1152
 OJ1152_MARKER: DV = VERTICAL CONTROL DISK
 OJ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1152_STAMPING: 5 KEE 591 RESET 1985
 OJ1152_MARK LOGO: NGS
 OJ1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1152+STABILITY: SURFACE MOTION
 OJ1152
 OJ1152  HISTORY     - Date     Condition        Report By
 OJ1152  HISTORY     - 1985     MONUMENTED       NGS
 OJ1152  HISTORY     - 19990605 GOOD             USPSQD
 OJ1152  HISTORY     - 20210615 MARK NOT FOUND   MIDT
 OJ1152
 OJ1152                          STATION DESCRIPTION
 OJ1152
 OJ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1152'6.85 MI (11.02 KM) NORTHEAST ALONG M-25 FROM THE PIGEON RIVER BRIDGE
 OJ1152'IN CASEVILLE, 11.0 MI (17.7 KM) SOUTHWEST OF PORT AUSTIN, 35.0 FT
 OJ1152'(10.7 M) SOUTH FROM THE CENTERLINE OF M-25, 37.6 FT (11.5 M) WEST
 OJ1152'FROM THE CENTER OF A DRIVEWAY TO DWELLING 4131, 2.5 FT (0.8 M) WEST
 OJ1152'FROM A 10 INCH PINE TREE AND 2.0 FT (0.6 M) NORTH FROM A WITNESS
 OJ1152'POST.
 OJ1152
 OJ1152                          STATION RECOVERY (1999)
 OJ1152
 OJ1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1152'RECOVERED IN GOOD CONDITION.
 OJ1152
 OJ1152                          STATION RECOVERY (2021)
 OJ1152
 OJ1152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ1152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0502 ***********************************************************************
 NE0502  DESIGNATION -  5 T
 NE0502  PID         -  NE0502
 NE0502  STATE/COUNTY-  MI/WAYNE
 NE0502  COUNTRY     -  US
 NE0502  USGS QUAD   -  ROCKWOOD (2017)
 NE0502
 NE0502                         *CURRENT SURVEY CONTROL
 NE0502  ______________________________________________________________________
 NE0502* NAD 83(1986) POSITION- 42 04 18.44   (N) 083 12 38.90   (W)   HD_HELD1
 NE0502* NAVD 88 ORTHO HEIGHT -   178.246 (meters)      584.80  (feet) ADJUSTED
 NE0502  ______________________________________________________________________
 NE0502  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 NE0502  DYNAMIC HEIGHT  -        178.186 (meters)      584.60  (feet) COMP
 NE0502  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 NE0502
 NE0502  VERT ORDER      -  FIRST     CLASS II
 NE0502
 NE0502.The horizontal coordinates were determined by differentially corrected
 NE0502.hand held GPS observations or other comparable positioning techniques
 NE0502.and have an estimated accuracy of +/- 3 meters.
 NE0502
 NE0502.The orthometric height was determined by differential leveling and
 NE0502.adjusted by the NATIONAL GEODETIC SURVEY
 NE0502.in June 1991.
 NE0502
 NE0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0502.GEOID18 height accuracy estimate available here.
 NE0502
 NE0502.Click photographs - Photos may exist for this station.
 NE0502
 NE0502.The dynamic height is computed by dividing the NAVD 88
 NE0502.geopotential number by the normal gravity value computed on the
 NE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0502.degrees latitude (g = 980.6199 gals.).
 NE0502
 NE0502.The modeled gravity was interpolated from observed gravity values.
 NE0502
 NE0502;                    North         East    Units  Estimated Accuracy
 NE0502;SPC MI S     -    64,170.6   4,095,653.9     MT  (+/- 3 meters HH1 GPS) 
 NE0502
 NE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1710760111(NAD 83)
 NE0502
 NE0502                          SUPERSEDED SURVEY CONTROL
 NE0502
 NE0502  NGVD 29 (??/??/92)  178.420  (m)          585.37   (f) ADJ UNCH    1 2
 NE0502
 NE0502.Superseded values are not recommended for survey control.
 NE0502
 NE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0502.See file dsdata.pdf to determine how the superseded data were derived.
 NE0502
 NE0502_MARKER: DD = SURVEY DISK
 NE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0502_STAMPING: 5-T
 NE0502_MARK LOGO: CGS+SS
 NE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0502+STABILITY: SURFACE MOTION
 NE0502
 NE0502  HISTORY     - Date     Condition        Report By
 NE0502  HISTORY     - 1934     MONUMENTED       MIGS
 NE0502  HISTORY     - 1954     GOOD             CGS
 NE0502  HISTORY     - 1968     GOOD             CGS
 NE0502  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0502
 NE0502                          STATION DESCRIPTION
 NE0502
 NE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0502'1.9 MI NE FROM ROCKWOOD.
 NE0502'ABOUT 1.65 MILES EAST ALONG HURON RIVER DRIVE FROM CROSSING
 NE0502'OF THE DETROIT AND TOLEDO SHORE LINE RAILROAD AT ROCKWOOD,
 NE0502'THENCE ABOUT 0.25 MILE NORTH ALONG RIVER ROAD, 44 1/2 FEET
 NE0502'EAST OF CENTER LINE OF RIVER ROAD, 60 FEET SOUTH OF A 30-INCH
 NE0502'LOCUST TREE, 2 FEET SOUTH OF THE EXTENDED CENTER LINE OF DRIVE
 NE0502'WEST TO HOUSE NO. 32414 RIVER ROAD, ABOUT LEVEL WITH ROAD AND
 NE0502'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NE0502
 NE0502                          STATION RECOVERY (1968)
 NE0502
 NE0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NE0502'RECOVERED IN GOOD CONDITION.
 NE0502
 NE0502                          STATION RECOVERY (1983)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1987)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1988)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1989)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0872 ***********************************************************************
 RL0872  DESIGNATION -  5 WR
 RL0872  PID         -  RL0872
 RL0872  STATE/COUNTY-  MI/ONTONAGON
 RL0872  COUNTRY     -  US
 RL0872  USGS QUAD   -  OAK BLUFF (2017)
 RL0872
 RL0872                         *CURRENT SURVEY CONTROL
 RL0872  ______________________________________________________________________
 RL0872* NAD 83(1986) POSITION- 46 40 38.4    (N) 089 20 18.9    (W)   HD_HELD2
 RL0872* NAVD 88 ORTHO HEIGHT -   468.470 (meters)     1536.97  (feet) ADJUSTED
 RL0872  ______________________________________________________________________
 RL0872  GEOID HEIGHT    -        -31.476 (meters)                     GEOID18
 RL0872  DYNAMIC HEIGHT  -        468.503 (meters)     1537.08  (feet) COMP
 RL0872  MODELED GRAVITY -    980,667.7   (mgal)                       NAVD 88
 RL0872
 RL0872  VERT ORDER      -  SECOND    CLASS 0
 RL0872
 RL0872.The horizontal coordinates were established by autonomous hand held GPS
 RL0872.observations and have an estimated accuracy of +/- 10 meters.
 RL0872
 RL0872.The orthometric height was determined by differential leveling and
 RL0872.adjusted by the NATIONAL GEODETIC SURVEY
 RL0872.in June 1991.
 RL0872
 RL0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0872.GEOID18 height accuracy estimate available here.
 RL0872
 RL0872.Click photographs - Photos may exist for this station.
 RL0872
 RL0872.The dynamic height is computed by dividing the NAVD 88
 RL0872.geopotential number by the normal gravity value computed on the
 RL0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0872.degrees latitude (g = 980.6199 gals.).
 RL0872
 RL0872.The modeled gravity was interpolated from observed gravity values.
 RL0872
 RL0872;                    North         East    Units  Estimated Accuracy
 RL0872;SPC MI N     -   213,148.    7,821,108.      MT  (+/- 10 meters HH2 GPS)
 RL0872
 RL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2114371964(NAD 83)
 RL0872
 RL0872                          SUPERSEDED SURVEY CONTROL
 RL0872
 RL0872  NGVD 29 (??/??/92)  468.472  (m)         1536.98   (f) ADJ UNCH    2 0
 RL0872
 RL0872.Superseded values are not recommended for survey control.
 RL0872
 RL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0872.See file dsdata.pdf to determine how the superseded data were derived.
 RL0872
 RL0872_MARKER: DB = BENCH MARK DISK
 RL0872_SETTING: 66 = SET IN ROCK OUTCROP
 RL0872_STAMPING: 5 WR 1948
 RL0872_MARK LOGO: USGS
 RL0872_PROJECTION: FLUSH
 RL0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0872+STABILITY: POSITION/ELEVATION WELL
 RL0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0872+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2024
 RL0872
 RL0872  HISTORY     - Date     Condition        Report By
 RL0872  HISTORY     - 1948     MONUMENTED       USGS
 RL0872  HISTORY     - 1948     GOOD             CGS
 RL0872  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0872  HISTORY     - 20040507 GOOD             GEOCAC
 RL0872  HISTORY     - 20240526 GOOD             MITU
 RL0872
 RL0872                          STATION DESCRIPTION
 RL0872
 RL0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0872'10.1 MI SW FROM ROCKLAND.
 RL0872'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0872'ROCKLAND, THENCE 9.95 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0872'0.15 MILE EAST OF THE SUMMIT OF A LONG GRADE ASCENDING FROM
 RL0872'THE WEST, AT THE SITE OF AN OLD ABANDONED SAW MILL, 54 FEET
 RL0872'SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER
 RL0872'LINE OF THE DRIVE TO THE OLD MILL, 12 FEET NORTH OF A LARGE
 RL0872'STUMP AND WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 RL0872'ROAD AND SET IN A LARGE FLAT ROCK OUTCROP.
 RL0872
 RL0872                          STATION RECOVERY (2001)
 RL0872
 RL0872'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0872'MARK NOT FOUND.
 RL0872
 RL0872                          STATION RECOVERY (2004)
 RL0872
 RL0872'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0872'MARK WAS FOUND COVERED WITH EARTH AND IS LIKELY TO GET COVERED OVER
 RL0872'AGAIN.  OLD SAWMILL NO LONGER EXISTS, JUST AN OPEN AREA TO SOUTH.  IT
 RL0872'IS 10 FT NORTH OF A MWP+SIGN.
 RL0872
 RL0872                          STATION RECOVERY (2024)
 RL0872
 RL0872'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0872'THE SURVEY MARKER WAS FOUND COVERED IN DIRT AND LEAVES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0757 ***********************************************************************
 NE0757  DESIGNATION -  50 1/2
 NE0757  PID         -  NE0757
 NE0757  STATE/COUNTY-  MI/GENESEE
 NE0757  COUNTRY     -  US
 NE0757  USGS QUAD   -  FENTON (2017)
 NE0757
 NE0757                         *CURRENT SURVEY CONTROL
 NE0757  ______________________________________________________________________
 NE0757* NAD 83(1986) POSITION- 42 47 46.     (N) 083 41 53.     (W)   SCALED
 NE0757* NAVD 88 ORTHO HEIGHT -   279.127 (meters)      915.77  (feet) ADJUSTED
 NE0757  ______________________________________________________________________
 NE0757  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 NE0757  DYNAMIC HEIGHT  -        279.049 (meters)      915.51  (feet) COMP
 NE0757  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 NE0757
 NE0757  VERT ORDER      -  SECOND    CLASS 0
 NE0757
 NE0757.The horizontal coordinates were scaled from a map and have
 NE0757.an estimated accuracy of +/- 6 seconds.
 NE0757
 NE0757.The orthometric height was determined by differential leveling and
 NE0757.adjusted by the NATIONAL GEODETIC SURVEY
 NE0757.in June 1991.
 NE0757
 NE0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0757.GEOID18 height accuracy estimate available here.
 NE0757
 NE0757.Click photographs - Photos may exist for this station.
 NE0757
 NE0757.The dynamic height is computed by dividing the NAVD 88
 NE0757.geopotential number by the normal gravity value computed on the
 NE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0757.degrees latitude (g = 980.6199 gals.).
 NE0757
 NE0757.The modeled gravity was interpolated from observed gravity values.
 NE0757
 NE0757;                    North         East    Units  Estimated Accuracy
 NE0757;SPC MI S     -   144,190.    4,054,690.      MT  (+/- 180 meters Scaled)
 NE0757
 NE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH793417(NAD 83)
 NE0757
 NE0757                          SUPERSEDED SURVEY CONTROL
 NE0757
 NE0757  NGVD 29 (??/??/92)  279.237  (m)          916.13   (f) ADJ UNCH    2 0
 NE0757
 NE0757.Superseded values are not recommended for survey control.
 NE0757
 NE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0757.See file dsdata.pdf to determine how the superseded data were derived.
 NE0757
 NE0757_MARKER: B = BOLT
 NE0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0757_STAMPING: 50-1/2
 NE0757_MARK LOGO: GTWRR
 NE0757_PROJECTION: FLUSH
 NE0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0757+STABILITY: SURFACE MOTION
 NE0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0757+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 NE0757
 NE0757  HISTORY     - Date     Condition        Report By
 NE0757  HISTORY     - 1934     MONUMENTED       GTWRR
 NE0757  HISTORY     - 1934     GOOD             CGS
 NE0757  HISTORY     - 19970214 GOOD             LOCENG
 NE0757  HISTORY     - 19980220 GOOD             OHM
 NE0757  HISTORY     - 20030611 GOOD             ROWEIN
 NE0757  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0757  HISTORY     - 20070404 GOOD             ROWEIN
 NE0757
 NE0757                          STATION DESCRIPTION
 NE0757
 NE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0757'0.3 MI SE FROM FENTON.
 NE0757'0.3 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0757'THE STATION AT FENTON, GENESEE COUNTY, 120 YARDS SOUTHEAST OF
 NE0757'A SUBSTATION, 28 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NE0757'SECTION HOUSE, 21.5 FEET SOUTHEAST OF A HAND SWITCH, 25 FEET
 NE0757'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND MAIN TRACK,
 NE0757'AND ABOUT 7 FEET HIGHER THAN THE RAIL.  A COPPER BOLT, STAMPED
 NE0757'50-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0757
 NE0757                          STATION RECOVERY (1997)
 NE0757
 NE0757'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0757'STATION IS LOCATED 313.0 FEET (95.4 M) EAST OF THE CENTERLINE OF LEMEN
 NE0757'STREET AND 38.0 FT (11.6 M) SOUTH OF THE CENERLINE OF THE RAILROAD
 NE0757'TRACKS, ALSO 141.0 FT (43.0 M) WEST FRO A HIGH TENSION ELECTRICAL
 NE0757'TOWER.  TO REACH FROM FENTON, GO SOUTHEAST ALONG THE GRAND TRUNK
 NE0757'WESTERN RAILWAY FOR 0.3 MI (0.5 KM) TO STATION.  IT IS ABOUT 7.0 FT
 NE0757'(2.1 M) HIGHER THAN THE RAILS, MARKED WITH A 1 INCH BY 4 INCH WOODEN
 NE0757'PADDLE.  NOTE THE OLD WITNESSES HAVE CHANGED.
 NE0757
 NE0757                          STATION RECOVERY (1998)
 NE0757
 NE0757'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (GC)
 NE0757'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 92 M
 NE0757'(301.8 FT) EAST OF THE CENTER LINE OF LEMEN STREET, 22 M (72.2 FT) NE
 NE0757'TO PK NAIL IN POLE, 15 M (49.2 FT) SE TO FENCE CORNER, AND 10.994 M
 NE0757'(36.069 FT) TO SOUTH TRACK.  WE SET A METAL WITNESS POST WITH SURVEY
 NE0757'MARKER SIGN BY STATION.
 NE0757
 NE0757                          STATION RECOVERY (2003)
 NE0757
 NE0757'RECOVERY NOTE BY ROWE INCORPORATED 2003 (JJF)
 NE0757'ENTIRE SOUTHERLY SKY OBSTRUCTED BY LARGE GROWTH TREES.  SATELLITE
 NE0757'OBSERVATIONS WOULD BE QUESTIONABLE AT BEST.
 NE0757
 NE0757                          STATION RECOVERY (2006)
 NE0757
 NE0757'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0757'MARK NOT FOUND.
 NE0757
 NE0757                          STATION RECOVERY (2007)
 NE0757
 NE0757'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0757'THE STATION IS AS DESCRIBED IN STATION RECOVERY 1998 WITH THA ADDITION
 NE0757'OF THE FOLLOWING, SOUTH 16 FEET TO CHAIN LINK FENCE, NORTH 2 FEET TO
 NE0757'LARGE 2'X4' ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0293 ***********************************************************************
 OK0293  DESIGNATION -  50 1/2
 OK0293  PID         -  OK0293
 OK0293  STATE/COUNTY-  MI/KENT
 OK0293  COUNTRY     -  US
 OK0293  USGS QUAD   -  EVANS (2017)
 OK0293
 OK0293                         *CURRENT SURVEY CONTROL
 OK0293  ______________________________________________________________________
 OK0293* NAD 83(1986) POSITION- 43 11 39.     (N) 085 26 47.     (W)   SCALED
 OK0293* NAVD 88 ORTHO HEIGHT -   274.972 (meters)      902.14  (feet) ADJUSTED
 OK0293  ______________________________________________________________________
 OK0293  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 OK0293  DYNAMIC HEIGHT  -        274.910 (meters)      901.93  (feet) COMP
 OK0293  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 OK0293
 OK0293  VERT ORDER      -  SECOND    CLASS 0
 OK0293
 OK0293.The horizontal coordinates were scaled from a map and have
 OK0293.an estimated accuracy of +/- 6 seconds.
 OK0293
 OK0293.The orthometric height was determined by differential leveling and
 OK0293.adjusted by the NATIONAL GEODETIC SURVEY
 OK0293.in June 1991.
 OK0293
 OK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0293.GEOID18 height accuracy estimate available here.
 OK0293
 OK0293.Click photographs - Photos may exist for this station.
 OK0293
 OK0293.The dynamic height is computed by dividing the NAVD 88
 OK0293.geopotential number by the normal gravity value computed on the
 OK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0293.degrees latitude (g = 980.6199 gals.).
 OK0293
 OK0293.The modeled gravity was interpolated from observed gravity values.
 OK0293
 OK0293;                    North         East    Units  Estimated Accuracy
 OK0293;SPC MI S     -   188,750.    3,912,250.      MT  (+/- 180 meters Scaled)
 OK0293
 OK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262835(NAD 83)
 OK0293
 OK0293                          SUPERSEDED SURVEY CONTROL
 OK0293
 OK0293  NGVD 29 (??/??/92)  275.097  (m)          902.55   (f) ADJ UNCH    2 0
 OK0293
 OK0293.Superseded values are not recommended for survey control.
 OK0293
 OK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0293.See file dsdata.pdf to determine how the superseded data were derived.
 OK0293
 OK0293_MARKER: Z = SEE DESCRIPTION
 OK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0293_STAMPING: 50-1/2
 OK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0293+STABILITY: SURFACE MOTION
 OK0293
 OK0293  HISTORY     - Date     Condition        Report By
 OK0293  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0293  HISTORY     - 1934     GOOD             CGS
 OK0293  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0293
 OK0293                          STATION DESCRIPTION
 OK0293
 OK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0293'0.4 MI E FROM EVANS.
 OK0293'0.4 MILES EAST ALONG THE GRAND TRUNK RAILWAY, FROM THE STATION
 OK0293'AT EVANS, AND ABOUT LEVEL WITH THE TOP OF RAIL.  A BRASS PLUG
 OK0293'STAMPED 50-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0293'ABOUT 1 INCH ABOVE GROUND.
 OK0293
 OK0293                          STATION RECOVERY (1969)
 OK0293
 OK0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0434 ***********************************************************************
 NE0434  DESIGNATION -  50 A
 NE0434  PID         -  NE0434
 NE0434  STATE/COUNTY-  MI/MACOMB
 NE0434  COUNTRY     -  US
 NE0434  USGS QUAD   -  ROMEO (2017)
 NE0434
 NE0434                         *CURRENT SURVEY CONTROL
 NE0434  ______________________________________________________________________
 NE0434* NAD 83(1986) POSITION- 42 48 09.     (N) 083 00 42.     (W)   SCALED
 NE0434* NAVD 88 ORTHO HEIGHT -   245.851 (meters)      806.60  (feet) ADJUSTED
 NE0434  ______________________________________________________________________
 NE0434  GEOID HEIGHT    -        -34.983 (meters)                     GEOID18
 NE0434  DYNAMIC HEIGHT  -        245.775 (meters)      806.35  (feet) COMP
 NE0434  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 NE0434
 NE0434  VERT ORDER      -  SECOND    CLASS 0
 NE0434
 NE0434.The horizontal coordinates were scaled from a map and have
 NE0434.an estimated accuracy of +/- 6 seconds.
 NE0434
 NE0434.The orthometric height was determined by differential leveling and
 NE0434.adjusted by the NATIONAL GEODETIC SURVEY
 NE0434.in June 1991.
 NE0434
 NE0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0434.GEOID18 height accuracy estimate available here.
 NE0434
 NE0434.Click photographs - Photos may exist for this station.
 NE0434
 NE0434.The dynamic height is computed by dividing the NAVD 88
 NE0434.geopotential number by the normal gravity value computed on the
 NE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0434.degrees latitude (g = 980.6199 gals.).
 NE0434
 NE0434.The modeled gravity was interpolated from observed gravity values.
 NE0434
 NE0434;                    North         East    Units  Estimated Accuracy
 NE0434;SPC MI S     -   145,570.    4,110,830.      MT  (+/- 180 meters Scaled)
 NE0434
 NE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH355408(NAD 83)
 NE0434
 NE0434                          SUPERSEDED SURVEY CONTROL
 NE0434
 NE0434  NGVD 29 (??/??/92)  245.978  (m)          807.01   (f) ADJ UNCH    2 0
 NE0434
 NE0434.Superseded values are not recommended for survey control.
 NE0434
 NE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0434.See file dsdata.pdf to determine how the superseded data were derived.
 NE0434
 NE0434_MARKER: DD = SURVEY DISK
 NE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0434_MARK LOGO: CGS+SS
 NE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0434+STABILITY: SURFACE MOTION
 NE0434
 NE0434  HISTORY     - Date     Condition        Report By
 NE0434  HISTORY     - 1934     MONUMENTED       MIGS
 NE0434  HISTORY     - 1940     GOOD             CGS
 NE0434  HISTORY     - 20020503 MARK NOT FOUND   INDIV
 NE0434
 NE0434                          STATION DESCRIPTION
 NE0434
 NE0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0434'AT ROMEO.
 NE0434'AT ROMEO, MACOMB COUNTY, 75 YARDS EAST OF THE CENTER OF THE
 NE0434'INTERSECTION OF ST. CLAIR STREET WITH VAN DYKE AVENUE, 28.5 FEET
 NE0434'NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE OF THE DETROIT
 NE0434'EDISON COMPANY, 25.5 FEET SOUTH OF THE CENTERLINE OF ST. CLAIR
 NE0434'STREET, 20.5 FEET WEST OF A 24-INCH MAPLE TREE, AND ABOUT LEVEL
 NE0434'WITH THE SIDEWALK.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0434'OF A CONCRETE POST.
 NE0434
 NE0434                          STATION RECOVERY (2002)
 NE0434
 NE0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRS)
 NE0434'NEW PARKING LOT OVER POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0404 ***********************************************************************
 NE0404  DESIGNATION -  50 B
 NE0404  PID         -  NE0404
 NE0404  STATE/COUNTY-  MI/MACOMB
 NE0404  COUNTRY     -  US
 NE0404  USGS QUAD   -  ROMEO (2017)
 NE0404
 NE0404                         *CURRENT SURVEY CONTROL
 NE0404  ______________________________________________________________________
 NE0404* NAD 83(1986) POSITION- 42 48 10.     (N) 083 00 20.     (W)   SCALED
 NE0404* NAVD 88 ORTHO HEIGHT -   237.817 (meters)      780.24  (feet) ADJUSTED
 NE0404  ______________________________________________________________________
 NE0404  GEOID HEIGHT    -        -34.988 (meters)                     GEOID18
 NE0404  DYNAMIC HEIGHT  -        237.744 (meters)      780.00  (feet) COMP
 NE0404  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 NE0404
 NE0404  VERT ORDER      -  SECOND    CLASS 0
 NE0404
 NE0404.The horizontal coordinates were scaled from a map and have
 NE0404.an estimated accuracy of +/- 6 seconds.
 NE0404
 NE0404.The orthometric height was determined by differential leveling and
 NE0404.adjusted by the NATIONAL GEODETIC SURVEY
 NE0404.in June 1991.
 NE0404
 NE0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0404.GEOID18 height accuracy estimate available here.
 NE0404
 NE0404.Click photographs - Photos may exist for this station.
 NE0404
 NE0404.The dynamic height is computed by dividing the NAVD 88
 NE0404.geopotential number by the normal gravity value computed on the
 NE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0404.degrees latitude (g = 980.6199 gals.).
 NE0404
 NE0404.The modeled gravity was interpolated from observed gravity values.
 NE0404
 NE0404;                    North         East    Units  Estimated Accuracy
 NE0404;SPC MI S     -   145,610.    4,111,330.      MT  (+/- 180 meters Scaled)
 NE0404
 NE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH360408(NAD 83)
 NE0404
 NE0404                          SUPERSEDED SURVEY CONTROL
 NE0404
 NE0404  NGVD 29 (??/??/92)  237.945  (m)          780.66   (f) ADJ UNCH    2 0
 NE0404
 NE0404.Superseded values are not recommended for survey control.
 NE0404
 NE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0404.See file dsdata.pdf to determine how the superseded data were derived.
 NE0404
 NE0404_MARKER: DD = SURVEY DISK
 NE0404_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0404_MARK LOGO: CGS+SS
 NE0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0404
 NE0404  HISTORY     - Date     Condition        Report By
 NE0404  HISTORY     - 1934     MONUMENTED       MIGS
 NE0404  HISTORY     - 1940     GOOD             CGS
 NE0404  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0404
 NE0404                          STATION DESCRIPTION
 NE0404
 NE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0404'3 MI S FROM ROMEO.
 NE0404'AT ROMEO, MACOMB COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY, AT
 NE0404'THE CROSSING OF SAINT CLAIR STREET, 42 FEET SOUTHEAST OF THE
 NE0404'SOUTHEAST CORNER OF THE GRAIN ELEVATOR OF THE KNUST MILLING
 NE0404'AND ELEVATOR COMPANY, 17.5 FEET NORTH OF THE CENTERLINE OF THE
 NE0404'STREET, 17.5 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH
 NE0404'THE ROADWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 NE0404'A CONCRETE POST.
 NE0404
 NE0404                          STATION RECOVERY (1988)
 NE0404
 NE0404'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0332 ***********************************************************************
 NE0332  DESIGNATION -  50 C
 NE0332  PID         -  NE0332
 NE0332  STATE/COUNTY-  MI/MACOMB
 NE0332  COUNTRY     -  US
 NE0332  USGS QUAD   -  ARMADA (2017)
 NE0332
 NE0332                         *CURRENT SURVEY CONTROL
 NE0332  ______________________________________________________________________
 NE0332* NAD 83(1986) POSITION- 42 48 18.     (N) 082 57 50.     (W)   SCALED
 NE0332* NAVD 88 ORTHO HEIGHT -   225.124 (meters)      738.59  (feet) ADJUSTED
 NE0332  ______________________________________________________________________
 NE0332  GEOID HEIGHT    -        -35.005 (meters)                     GEOID18
 NE0332  DYNAMIC HEIGHT  -        225.056 (meters)      738.37  (feet) COMP
 NE0332  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 NE0332
 NE0332  VERT ORDER      -  SECOND    CLASS 0
 NE0332
 NE0332.The horizontal coordinates were scaled from a map and have
 NE0332.an estimated accuracy of +/- 6 seconds.
 NE0332
 NE0332.The orthometric height was determined by differential leveling and
 NE0332.adjusted by the NATIONAL GEODETIC SURVEY
 NE0332.in June 1991.
 NE0332
 NE0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0332.GEOID18 height accuracy estimate available here.
 NE0332
 NE0332.Click photographs - Photos may exist for this station.
 NE0332
 NE0332.The dynamic height is computed by dividing the NAVD 88
 NE0332.geopotential number by the normal gravity value computed on the
 NE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0332.degrees latitude (g = 980.6199 gals.).
 NE0332
 NE0332.The modeled gravity was interpolated from observed gravity values.
 NE0332
 NE0332;                    North         East    Units  Estimated Accuracy
 NE0332;SPC MI S     -   145,910.    4,114,730.      MT  (+/- 180 meters Scaled)
 NE0332
 NE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH394410(NAD 83)
 NE0332
 NE0332                          SUPERSEDED SURVEY CONTROL
 NE0332
 NE0332  NGVD 29 (??/??/92)  225.255  (m)          739.02   (f) ADJ UNCH    2 0
 NE0332
 NE0332.Superseded values are not recommended for survey control.
 NE0332
 NE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0332.See file dsdata.pdf to determine how the superseded data were derived.
 NE0332
 NE0332_MARKER: DD = SURVEY DISK
 NE0332_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0332_MARK LOGO: CGS+SS
 NE0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0332
 NE0332  HISTORY     - Date     Condition        Report By
 NE0332  HISTORY     - 1934     MONUMENTED       MIGS
 NE0332  HISTORY     - 1940     GOOD             CGS
 NE0332  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0332  HISTORY     - 20111026 MARK NOT FOUND   SPALD
 NE0332
 NE0332                          STATION DESCRIPTION
 NE0332
 NE0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0332'2.5 MI E FROM ROMEO.
 NE0332'2.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0332'AT ROMEO, MACOMB COUNTY, 56.4 FEET SOUTHWEST OF THE CENTER OF
 NE0332'THE INTERSECTION WITH ZIELISCH ROAD, 39 FEET WEST OF THE CENTERLINE
 NE0332'OF ZIELISCH ROAD, 40.8 FEET SOUTH OF THE CENTERLINE OF DIVISION
 NE0332'ROAD, 30.1 FEET EAST OF POLE 701, AND ABOUT 6 INCHES LOWER THAN
 NE0332'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0332'CONCRETE POST.
 NE0332
 NE0332                          STATION RECOVERY (1988)
 NE0332
 NE0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0332'MARK NOT FOUND.
 NE0332
 NE0332                          STATION RECOVERY (2011)
 NE0332
 NE0332'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 NE0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0331 ***********************************************************************
 NE0331  DESIGNATION -  50 D
 NE0331  PID         -  NE0331
 NE0331  STATE/COUNTY-  MI/MACOMB
 NE0331  COUNTRY     -  US
 NE0331  USGS QUAD   -  ARMADA (2017)
 NE0331
 NE0331                         *CURRENT SURVEY CONTROL
 NE0331  ______________________________________________________________________
 NE0331* NAD 83(1986) POSITION- 42 48 19.     (N) 082 57 23.     (W)   SCALED
 NE0331* NAVD 88 ORTHO HEIGHT -   223.334 (meters)      732.72  (feet) ADJUSTED
 NE0331  ______________________________________________________________________
 NE0331  GEOID HEIGHT    -        -35.007 (meters)                     GEOID18
 NE0331  DYNAMIC HEIGHT  -        223.267 (meters)      732.50  (feet) COMP
 NE0331  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NE0331
 NE0331  VERT ORDER      -  SECOND    CLASS 0
 NE0331
 NE0331.The horizontal coordinates were scaled from a map and have
 NE0331.an estimated accuracy of +/- 6 seconds.
 NE0331
 NE0331.The orthometric height was determined by differential leveling and
 NE0331.adjusted by the NATIONAL GEODETIC SURVEY
 NE0331.in June 1991.
 NE0331
 NE0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0331.GEOID18 height accuracy estimate available here.
 NE0331
 NE0331.Click photographs - Photos may exist for this station.
 NE0331
 NE0331.The dynamic height is computed by dividing the NAVD 88
 NE0331.geopotential number by the normal gravity value computed on the
 NE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0331.degrees latitude (g = 980.6199 gals.).
 NE0331
 NE0331.The modeled gravity was interpolated from observed gravity values.
 NE0331
 NE0331;                    North         East    Units  Estimated Accuracy
 NE0331;SPC MI S     -   145,950.    4,115,340.      MT  (+/- 180 meters Scaled)
 NE0331
 NE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH400410(NAD 83)
 NE0331
 NE0331                          SUPERSEDED SURVEY CONTROL
 NE0331
 NE0331  NGVD 29 (??/??/92)  223.466  (m)          733.15   (f) ADJ UNCH    2 0
 NE0331
 NE0331.Superseded values are not recommended for survey control.
 NE0331
 NE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0331.See file dsdata.pdf to determine how the superseded data were derived.
 NE0331
 NE0331_MARKER: DD = SURVEY DISK
 NE0331_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0331_MARK LOGO: CGS+SS
 NE0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0331
 NE0331  HISTORY     - Date     Condition        Report By
 NE0331  HISTORY     - 1934     MONUMENTED       MIGS
 NE0331  HISTORY     - 1940     GOOD             CGS
 NE0331  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0331  HISTORY     - 20101020 MARK NOT FOUND   SPALD
 NE0331
 NE0331                          STATION DESCRIPTION
 NE0331
 NE0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0331'3 MI E FROM ROMEO.
 NE0331'3.0 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0331'AT ROMEO, MACOMB COUNTY, 0.4 MILE EAST OF THE INTERSECTION WITH
 NE0331'ZIELISCH ROAD, 36.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0331'A CULVERT, 41.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.4
 NE0331'FEET NORTHEAST OF POLE 169-1/2, AND ABOUT 1.0 FOOT LOWER THAN
 NE0331'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0331'CONCRETE POST.
 NE0331
 NE0331                          STATION RECOVERY (1988)
 NE0331
 NE0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0331'MARK NOT FOUND.
 NE0331
 NE0331                          STATION RECOVERY (2010)
 NE0331
 NE0331'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 NE0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0334 ***********************************************************************
 NE0334  DESIGNATION -  50 E
 NE0334  PID         -  NE0334
 NE0334  STATE/COUNTY-  MI/MACOMB
 NE0334  COUNTRY     -  US
 NE0334  USGS QUAD   -  ARMADA (2017)
 NE0334
 NE0334                         *CURRENT SURVEY CONTROL
 NE0334  ______________________________________________________________________
 NE0334* NAD 83(1986) POSITION- 42 48 20.     (N) 082 55 53.     (W)   SCALED
 NE0334* NAVD 88 ORTHO HEIGHT -   219.730 (meters)      720.90  (feet) ADJUSTED
 NE0334  ______________________________________________________________________
 NE0334  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 NE0334  DYNAMIC HEIGHT  -        219.665 (meters)      720.68  (feet) COMP
 NE0334  MODELED GRAVITY -    980,319.4   (mgal)                       NAVD 88
 NE0334
 NE0334  VERT ORDER      -  SECOND    CLASS 0
 NE0334
 NE0334.The horizontal coordinates were scaled from a map and have
 NE0334.an estimated accuracy of +/- 6 seconds.
 NE0334
 NE0334.The orthometric height was determined by differential leveling and
 NE0334.adjusted by the NATIONAL GEODETIC SURVEY
 NE0334.in June 1991.
 NE0334
 NE0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0334.GEOID18 height accuracy estimate available here.
 NE0334
 NE0334.Click photographs - Photos may exist for this station.
 NE0334
 NE0334.The dynamic height is computed by dividing the NAVD 88
 NE0334.geopotential number by the normal gravity value computed on the
 NE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0334.degrees latitude (g = 980.6199 gals.).
 NE0334
 NE0334.The modeled gravity was interpolated from observed gravity values.
 NE0334
 NE0334;                    North         East    Units  Estimated Accuracy
 NE0334;SPC MI S     -   146,020.    4,117,390.      MT  (+/- 180 meters Scaled)
 NE0334
 NE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH420410(NAD 83)
 NE0334
 NE0334                          SUPERSEDED SURVEY CONTROL
 NE0334
 NE0334  NGVD 29 (??/??/92)  219.864  (m)          721.34   (f) ADJ UNCH    2 0
 NE0334
 NE0334.Superseded values are not recommended for survey control.
 NE0334
 NE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0334.See file dsdata.pdf to determine how the superseded data were derived.
 NE0334
 NE0334_MARKER: DD = SURVEY DISK
 NE0334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0334_MARK LOGO: CGS+SS
 NE0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0334
 NE0334  HISTORY     - Date     Condition        Report By
 NE0334  HISTORY     - 1934     MONUMENTED       MIGS
 NE0334  HISTORY     - 1940     GOOD             CGS
 NE0334  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0334  HISTORY     - 20101020 MARK NOT FOUND   SPALD
 NE0334
 NE0334                          STATION DESCRIPTION
 NE0334
 NE0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0334'4.3 MI E FROM ROMEO.
 NE0334'4.3 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0334'AT ROMEO, MACOMB COUNTY, 0.4 MILE WEST OF THE INTERSECTION WITH
 NE0334'HICKS ROAD, IN A LAWN, 28 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0334'CORNER OF THE G. HILLMAN TWO-STORY WHITE FARMHOUSE, 49.0 FEET
 NE0334'NORTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET WEST OF A
 NE0334'WIRE FENCE.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0334'CONCRETE POST.
 NE0334
 NE0334                          STATION RECOVERY (1988)
 NE0334
 NE0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0334'MARK NOT FOUND.
 NE0334
 NE0334                          STATION RECOVERY (2010)
 NE0334
 NE0334'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 NE0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0336 ***********************************************************************
 NE0336  DESIGNATION -  50 G
 NE0336  PID         -  NE0336
 NE0336  STATE/COUNTY-  MI/MACOMB
 NE0336  COUNTRY     -  US
 NE0336  USGS QUAD   -  ARMADA (2017)
 NE0336
 NE0336                         *CURRENT SURVEY CONTROL
 NE0336  ______________________________________________________________________
 NE0336* NAD 83(1986) POSITION- 42 48 22.     (N) 082 52 59.     (W)   SCALED
 NE0336* NAVD 88 ORTHO HEIGHT -   212.849 (meters)      698.32  (feet) ADJUSTED
 NE0336  ______________________________________________________________________
 NE0336  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 NE0336  DYNAMIC HEIGHT  -        212.786 (meters)      698.12  (feet) COMP
 NE0336  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 NE0336
 NE0336  VERT ORDER      -  SECOND    CLASS 0
 NE0336
 NE0336.The horizontal coordinates were scaled from a map and have
 NE0336.an estimated accuracy of +/- 6 seconds.
 NE0336
 NE0336.The orthometric height was determined by differential leveling and
 NE0336.adjusted by the NATIONAL GEODETIC SURVEY
 NE0336.in June 1991.
 NE0336
 NE0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0336.GEOID18 height accuracy estimate available here.
 NE0336
 NE0336.Click photographs - Photos may exist for this station.
 NE0336
 NE0336.The dynamic height is computed by dividing the NAVD 88
 NE0336.geopotential number by the normal gravity value computed on the
 NE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0336.degrees latitude (g = 980.6199 gals.).
 NE0336
 NE0336.The modeled gravity was interpolated from observed gravity values.
 NE0336
 NE0336;                    North         East    Units  Estimated Accuracy
 NE0336;SPC MI S     -   146,150.    4,121,340.      MT  (+/- 180 meters Scaled)
 NE0336
 NE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460410(NAD 83)
 NE0336
 NE0336                          SUPERSEDED SURVEY CONTROL
 NE0336
 NE0336  NGVD 29 (??/??/92)  212.986  (m)          698.77   (f) ADJ UNCH    2 0
 NE0336
 NE0336.Superseded values are not recommended for survey control.
 NE0336
 NE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0336.See file dsdata.pdf to determine how the superseded data were derived.
 NE0336
 NE0336_MARKER: DD = SURVEY DISK
 NE0336_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0336_MARK LOGO: CGS+SS
 NE0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0336
 NE0336  HISTORY     - Date     Condition        Report By
 NE0336  HISTORY     - 1934     MONUMENTED       MIGS
 NE0336  HISTORY     - 1940     GOOD             CGS
 NE0336  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0336  HISTORY     - 20101020 MARK NOT FOUND   SPALD
 NE0336
 NE0336                          STATION DESCRIPTION
 NE0336
 NE0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0336'6.5 MI E FROM ROMEO.
 NE0336'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0336'AT ROMEO, MACOMB COUNTY, AT THE INTERSECTION WITH NORTH ROAD,
 NE0336'57 FEET EAST OF THE CENTERLINE OF NORTH ROAD, 32.2 FEET SOUTH
 NE0336'OF THE CENTERLINE OF DIVISION ROAD, 60 YARDS SOUTHWEST OF THE
 NE0336'SOUTHWEST CORNER OF A TEXACO SERVICE STATION, IN THE CENTER OF
 NE0336'THE NORTH SIDE OF A TRIANGULAR PATCH OF GRASS, AND ABOUT LEVEL
 NE0336'WITH THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 NE0336'OF A CONCRETE POST.
 NE0336
 NE0336                          STATION RECOVERY (1988)
 NE0336
 NE0336'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0336'MARK NOT FOUND.
 NE0336
 NE0336                          STATION RECOVERY (2010)
 NE0336
 NE0336'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 NE0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0335 ***********************************************************************
 NE0335  DESIGNATION -  50 H
 NE0335  PID         -  NE0335
 NE0335  STATE/COUNTY-  MI/MACOMB
 NE0335  COUNTRY     -  US
 NE0335  USGS QUAD   -  ARMADA (2017)
 NE0335
 NE0335                         *CURRENT SURVEY CONTROL
 NE0335  ______________________________________________________________________
 NE0335* NAD 83(1986) POSITION- 42 48 02.94   (N) 082 52 59.07   (W)   HD_HELD1
 NE0335* NAVD 88 ORTHO HEIGHT -   210.281 (meters)      689.90  (feet) ADJUSTED
 NE0335  ______________________________________________________________________
 NE0335  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 NE0335  DYNAMIC HEIGHT  -        210.219 (meters)      689.69  (feet) COMP
 NE0335  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 NE0335
 NE0335  VERT ORDER      -  SECOND    CLASS 0
 NE0335
 NE0335.The horizontal coordinates were determined by differentially corrected
 NE0335.hand held GPS observations or other comparable positioning techniques
 NE0335.and have an estimated accuracy of +/- 3 meters.
 NE0335
 NE0335.The orthometric height was determined by differential leveling and
 NE0335.adjusted by the NATIONAL GEODETIC SURVEY
 NE0335.in June 1991.
 NE0335
 NE0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0335.GEOID18 height accuracy estimate available here.
 NE0335
 NE0335.Click photographs - Photos may exist for this station.
 NE0335
 NE0335.The dynamic height is computed by dividing the NAVD 88
 NE0335.geopotential number by the normal gravity value computed on the
 NE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0335.degrees latitude (g = 980.6199 gals.).
 NE0335
 NE0335.The modeled gravity was interpolated from observed gravity values.
 NE0335
 NE0335;                    North         East    Units  Estimated Accuracy
 NE0335;SPC MI S     -   145,560.3   4,121,346.1     MT  (+/- 3 meters HH1 GPS) 
 NE0335
 NE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4601640415(NAD 83)
 NE0335
 NE0335                          SUPERSEDED SURVEY CONTROL
 NE0335
 NE0335  NGVD 29 (??/??/92)  210.419  (m)          690.35   (f) ADJ UNCH    2 0
 NE0335
 NE0335.Superseded values are not recommended for survey control.
 NE0335
 NE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0335.See file dsdata.pdf to determine how the superseded data were derived.
 NE0335
 NE0335_MARKER: DD = SURVEY DISK
 NE0335_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0335_MARK LOGO: CGS+SS
 NE0335_PROJECTION: PROJECTING 30 CENTIMETERS
 NE0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0335+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 NE0335
 NE0335  HISTORY     - Date     Condition        Report By
 NE0335  HISTORY     - 1934     MONUMENTED       MIGS
 NE0335  HISTORY     - 1940     GOOD             CGS
 NE0335  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0335  HISTORY     - 20101020 GOOD             SPALD
 NE0335  HISTORY     - 20200716 GOOD             MCA
 NE0335
 NE0335                          STATION DESCRIPTION
 NE0335
 NE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0335'6.8 MI SE FROM ROMEO.
 NE0335'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0335'AT ROMEO, MACOMB COUNTY, THENCE 0.3 MILE SOUTH ALONG NORTH ROAD,
 NE0335'40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED
 NE0335'TWO-STORY FARMHOUSE, 28.2 FEET EAST OF THE CENTERLINE OF THE
 NE0335'ROAD, 31.1 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, AND
 NE0335'ABOUT 6 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0335'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0335
 NE0335                          STATION RECOVERY (1988)
 NE0335
 NE0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0335'MARK NOT FOUND.
 NE0335
 NE0335                          STATION RECOVERY (2010)
 NE0335
 NE0335'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 NE0335'THE MONUMENT IS APPROXIMATELY 2010' SOUTH OF THE CENTERLINE OF 32 MILE
 NE0335'ROAD AND 27' EAST OF THE CENTERLINE OF NORTH AVENUE.
 NE0335
 NE0335                          STATION RECOVERY (2020)
 NE0335
 NE0335'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CM)
 NE0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0338 ***********************************************************************
 NE0338  DESIGNATION -  50 J
 NE0338  PID         -  NE0338
 NE0338  STATE/COUNTY-  MI/MACOMB
 NE0338  COUNTRY     -  US
 NE0338  USGS QUAD   -  ARMADA (2017)
 NE0338
 NE0338                         *CURRENT SURVEY CONTROL
 NE0338  ______________________________________________________________________
 NE0338* NAD 83(1986) POSITION- 42 46 08.     (N) 082 52 55.     (W)   SCALED
 NE0338* NAVD 88 ORTHO HEIGHT -   198.834 (meters)      652.34  (feet) ADJUSTED
 NE0338  ______________________________________________________________________
 NE0338  GEOID HEIGHT    -        -34.995 (meters)                     GEOID18
 NE0338  DYNAMIC HEIGHT  -        198.775 (meters)      652.15  (feet) COMP
 NE0338  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NE0338
 NE0338  VERT ORDER      -  SECOND    CLASS 0
 NE0338
 NE0338.The horizontal coordinates were scaled from a map and have
 NE0338.an estimated accuracy of +/- 6 seconds.
 NE0338
 NE0338.The orthometric height was determined by differential leveling and
 NE0338.adjusted by the NATIONAL GEODETIC SURVEY
 NE0338.in June 1991.
 NE0338
 NE0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0338.GEOID18 height accuracy estimate available here.
 NE0338
 NE0338.Click photographs - Photos may exist for this station.
 NE0338
 NE0338.The dynamic height is computed by dividing the NAVD 88
 NE0338.geopotential number by the normal gravity value computed on the
 NE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0338.degrees latitude (g = 980.6199 gals.).
 NE0338
 NE0338.The modeled gravity was interpolated from observed gravity values.
 NE0338
 NE0338;                    North         East    Units  Estimated Accuracy
 NE0338;SPC MI S     -   142,020.    4,121,500.      MT  (+/- 180 meters Scaled)
 NE0338
 NE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460368(NAD 83)
 NE0338
 NE0338                          SUPERSEDED SURVEY CONTROL
 NE0338
 NE0338  NGVD 29 (??/??/92)  198.975  (m)          652.80   (f) ADJ UNCH    2 0
 NE0338
 NE0338.Superseded values are not recommended for survey control.
 NE0338
 NE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0338.See file dsdata.pdf to determine how the superseded data were derived.
 NE0338
 NE0338_MARKER: DD = SURVEY DISK
 NE0338_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0338_MARK LOGO: CGS+SS
 NE0338_PROJECTION: PROJECTING 46 CENTIMETERS
 NE0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0338+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 NE0338
 NE0338  HISTORY     - Date     Condition        Report By
 NE0338  HISTORY     - 1934     MONUMENTED       MIGS
 NE0338  HISTORY     - 1940     GOOD             CGS
 NE0338  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0338  HISTORY     - 20200318 GOOD             MCA
 NE0338
 NE0338                          STATION DESCRIPTION
 NE0338
 NE0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0338'8.4 MI SE FROM ROMEO.
 NE0338'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0338'AT ROMEO, MACOMB COUNTY, THENCE 1.8 MILES SOUTH ALONG NORTH
 NE0338'ROAD, 0.5 MILE NORTH OF THE INTERSECTION WITH KNIGHT ROAD, 22.1
 NE0338'FEET SOUTHWEST OF THE SOUTH END OF A 12-INCH IRON CULVERT, 27.7
 NE0338'FEET WEST OF THE CENTERLINE OF THE ROAD, 15.4 FEET SOUTH OF A
 NE0338'WIRE FENCE, 9.4 FEET SOUTHEAST OF A 24-INCH ELM TREE, AND ABOUT
 NE0338'LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0338'TOP OF A CONCRETE POST.
 NE0338
 NE0338                          STATION RECOVERY (1988)
 NE0338
 NE0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0338'MARK NOT FOUND.
 NE0338
 NE0338                          STATION RECOVERY (2020)
 NE0338
 NE0338'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE0338'THE MARK IS 78 FT (23.8 M) WEST OF A WOOD UTILITY POLE, 23 FT (7.0 M)
 NE0338'SOUTH OF THE SOUTH END OF A 27 INCH (69 CM) CORRUGATED METAL PIPE
 NE0338'CULVERT UNDER A FIELD DRIVE AND 16 FT (4.9 M) WEST OF THE WEST EDGE OF
 NE0338'PAVEMENT OF NORTH AVENUE.  THE MARK IS IN A ROADSIDE DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0337 ***********************************************************************
 NE0337  DESIGNATION -  50 K
 NE0337  PID         -  NE0337
 NE0337  STATE/COUNTY-  MI/MACOMB
 NE0337  COUNTRY     -  US
 NE0337  USGS QUAD   -  ARMADA (2017)
 NE0337
 NE0337                         *CURRENT SURVEY CONTROL
 NE0337  ______________________________________________________________________
 NE0337* NAD 83(1986) POSITION- 42 45 43.     (N) 082 52 54.     (W)   SCALED
 NE0337* NAVD 88 ORTHO HEIGHT -   196.234 (meters)      643.81  (feet) ADJUSTED
 NE0337  ______________________________________________________________________
 NE0337  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 NE0337  DYNAMIC HEIGHT  -        196.177 (meters)      643.62  (feet) COMP
 NE0337  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 NE0337
 NE0337  VERT ORDER      -  SECOND    CLASS 0
 NE0337
 NE0337.The horizontal coordinates were scaled from a map and have
 NE0337.an estimated accuracy of +/- 6 seconds.
 NE0337
 NE0337.The orthometric height was determined by differential leveling and
 NE0337.adjusted by the NATIONAL GEODETIC SURVEY
 NE0337.in June 1991.
 NE0337
 NE0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0337.GEOID18 height accuracy estimate available here.
 NE0337
 NE0337.Click photographs - Photos may exist for this station.
 NE0337
 NE0337.The dynamic height is computed by dividing the NAVD 88
 NE0337.geopotential number by the normal gravity value computed on the
 NE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0337.degrees latitude (g = 980.6199 gals.).
 NE0337
 NE0337.The modeled gravity was interpolated from observed gravity values.
 NE0337
 NE0337;                    North         East    Units  Estimated Accuracy
 NE0337;SPC MI S     -   141,250.    4,121,540.      MT  (+/- 180 meters Scaled)
 NE0337
 NE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460360(NAD 83)
 NE0337
 NE0337                          SUPERSEDED SURVEY CONTROL
 NE0337
 NE0337  NGVD 29 (??/??/92)  196.376  (m)          644.28   (f) ADJ UNCH    2 0
 NE0337
 NE0337.Superseded values are not recommended for survey control.
 NE0337
 NE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0337.See file dsdata.pdf to determine how the superseded data were derived.
 NE0337
 NE0337_MARKER: DD = SURVEY DISK
 NE0337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0337_MARK LOGO: CGS+SS
 NE0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0337
 NE0337  HISTORY     - Date     Condition        Report By
 NE0337  HISTORY     - 1934     MONUMENTED       MIGS
 NE0337  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0337  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0337
 NE0337                          STATION DESCRIPTION
 NE0337
 NE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0337'8.9 MI SE FROM ROMEO.
 NE0337'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0337'AT ROMEO, MACOMB COUNTY, THENCE 2.4 MILES SOUTH ALONG NORTH
 NE0337'ROAD, 42 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION WITH
 NE0337'KNIGHT ROAD, 31 FEET NORTH OF THE CENTERLINE OF KNIGHT ROAD,
 NE0337'28.5 FEET EAST OF THE CENTERLINE OF NORTH ROAD, 44 YARDS SOUTHWEST
 NE0337'OF THE SOUTHWEST CORNER OF A TEXACO SERVICE STATION, AND ABOUT
 NE0337'6 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK
 NE0337'SET IN THE TOP OF A CONCRETE POST.
 NE0337
 NE0337                          STATION RECOVERY (1988)
 NE0337
 NE0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0340 ***********************************************************************
 NE0340  DESIGNATION -  50 L
 NE0340  PID         -  NE0340
 NE0340  STATE/COUNTY-  MI/MACOMB
 NE0340  COUNTRY     -  US
 NE0340  USGS QUAD   -  ARMADA (2017)
 NE0340
 NE0340                         *CURRENT SURVEY CONTROL
 NE0340  ______________________________________________________________________
 NE0340* NAD 83(1986) POSITION- 42 45 40.     (N) 082 55 05.     (W)   SCALED
 NE0340* NAVD 88 ORTHO HEIGHT -   200.653 (meters)      658.31  (feet) ADJUSTED
 NE0340  ______________________________________________________________________
 NE0340  GEOID HEIGHT    -        -34.988 (meters)                     GEOID18
 NE0340  DYNAMIC HEIGHT  -        200.594 (meters)      658.12  (feet) COMP
 NE0340  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 NE0340
 NE0340  VERT ORDER      -  SECOND    CLASS 0
 NE0340
 NE0340.The horizontal coordinates were scaled from a map and have
 NE0340.an estimated accuracy of +/- 6 seconds.
 NE0340
 NE0340.The orthometric height was determined by differential leveling and
 NE0340.adjusted by the NATIONAL GEODETIC SURVEY
 NE0340.in June 1991.
 NE0340
 NE0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0340.GEOID18 height accuracy estimate available here.
 NE0340
 NE0340.Click photographs - Photos may exist for this station.
 NE0340
 NE0340.The dynamic height is computed by dividing the NAVD 88
 NE0340.geopotential number by the normal gravity value computed on the
 NE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0340.degrees latitude (g = 980.6199 gals.).
 NE0340
 NE0340.The modeled gravity was interpolated from observed gravity values.
 NE0340
 NE0340;                    North         East    Units  Estimated Accuracy
 NE0340;SPC MI S     -   141,100.    4,118,560.      MT  (+/- 180 meters Scaled)
 NE0340
 NE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH430360(NAD 83)
 NE0340
 NE0340                          SUPERSEDED SURVEY CONTROL
 NE0340
 NE0340  NGVD 29 (??/??/92)  200.795  (m)          658.77   (f) ADJ UNCH    2 0
 NE0340
 NE0340.Superseded values are not recommended for survey control.
 NE0340
 NE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0340.See file dsdata.pdf to determine how the superseded data were derived.
 NE0340
 NE0340_MARKER: DD = SURVEY DISK
 NE0340_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0340_MARK LOGO: CGS+SS
 NE0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0340
 NE0340  HISTORY     - Date     Condition        Report By
 NE0340  HISTORY     - 1934     MONUMENTED       MIGS
 NE0340  HISTORY     - 1940     GOOD             CGS
 NE0340  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE0340
 NE0340                          STATION DESCRIPTION
 NE0340
 NE0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0340'8.3 MI SE FROM ROMEO.
 NE0340'8.3 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0340'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 0.4 MILE
 NE0340'EAST OF THE INTERSECTION WITH WOLCOTT ROAD, 23 YARDS NORTHWEST
 NE0340'OF THE NORTHWEST CORNER OF THE WILLIAM KLUSENDORF FARMHOUSE,
 NE0340'19.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.3 FEET SOUTH
 NE0340'OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE
 NE0340'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0340
 NE0340                          STATION RECOVERY (2003)
 NE0340
 NE0340'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0339 ***********************************************************************
 NE0339  DESIGNATION -  50 M
 NE0339  PID         -  NE0339
 NE0339  STATE/COUNTY-  MI/MACOMB
 NE0339  COUNTRY     -  US
 NE0339  USGS QUAD   -  ARMADA (2017)
 NE0339
 NE0339                         *CURRENT SURVEY CONTROL
 NE0339  ______________________________________________________________________
 NE0339* NAD 83(1986) POSITION- 42 45 39.     (N) 082 55 36.     (W)   SCALED
 NE0339* NAVD 88 ORTHO HEIGHT -   204.118 (meters)      669.68  (feet) ADJUSTED
 NE0339  ______________________________________________________________________
 NE0339  GEOID HEIGHT    -        -34.986 (meters)                     GEOID18
 NE0339  DYNAMIC HEIGHT  -        204.058 (meters)      669.48  (feet) COMP
 NE0339  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 NE0339
 NE0339  VERT ORDER      -  SECOND    CLASS 0
 NE0339
 NE0339.The horizontal coordinates were scaled from a map and have
 NE0339.an estimated accuracy of +/- 6 seconds.
 NE0339
 NE0339.The orthometric height was determined by differential leveling and
 NE0339.adjusted by the NATIONAL GEODETIC SURVEY
 NE0339.in June 1991.
 NE0339
 NE0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0339.GEOID18 height accuracy estimate available here.
 NE0339
 NE0339.Click photographs - Photos may exist for this station.
 NE0339
 NE0339.The dynamic height is computed by dividing the NAVD 88
 NE0339.geopotential number by the normal gravity value computed on the
 NE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0339.degrees latitude (g = 980.6199 gals.).
 NE0339
 NE0339.The modeled gravity was interpolated from observed gravity values.
 NE0339
 NE0339;                    North         East    Units  Estimated Accuracy
 NE0339;SPC MI S     -   141,060.    4,117,860.      MT  (+/- 180 meters Scaled)
 NE0339
 NE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH423360(NAD 83)
 NE0339
 NE0339                          SUPERSEDED SURVEY CONTROL
 NE0339
 NE0339  NGVD 29 (??/??/92)  204.260  (m)          670.14   (f) ADJ UNCH    2 0
 NE0339
 NE0339.Superseded values are not recommended for survey control.
 NE0339
 NE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0339.See file dsdata.pdf to determine how the superseded data were derived.
 NE0339
 NE0339_MARKER: DD = SURVEY DISK
 NE0339_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0339_MARK LOGO: CGS+SS
 NE0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0339
 NE0339  HISTORY     - Date     Condition        Report By
 NE0339  HISTORY     - 1934     MONUMENTED       MIGS
 NE0339  HISTORY     - 1940     GOOD             CGS
 NE0339  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0339
 NE0339                          STATION DESCRIPTION
 NE0339
 NE0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0339'7.9 MI SE FROM ROMEO.
 NE0339'7.9 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0339'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 33.4 FEET
 NE0339'SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH WOLCOTT ROAD,
 NE0339'20.7 FEET WEST OF THE CENTERLINE OF WOLCOTT ROAD, 25.6 FEET
 NE0339'SOUTH OF THE CENTERLINE OF KNIGHT ROAD, 4.1 FEET EAST OF A
 NE0339'WIRE-FENCE CORNER POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 NE0339'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0339
 NE0339                          STATION RECOVERY (1988)
 NE0339
 NE0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0342 ***********************************************************************
 NE0342  DESIGNATION -  50 N
 NE0342  PID         -  NE0342
 NE0342  STATE/COUNTY-  MI/MACOMB
 NE0342  COUNTRY     -  US
 NE0342  USGS QUAD   -  ARMADA (2017)
 NE0342
 NE0342                         *CURRENT SURVEY CONTROL
 NE0342  ______________________________________________________________________
 NE0342* NAD 83(1986) POSITION- 42 45 37.     (N) 082 57 41.     (W)   SCALED
 NE0342* NAVD 88 ORTHO HEIGHT -   208.436 (meters)      683.84  (feet) ADJUSTED
 NE0342  ______________________________________________________________________
 NE0342  GEOID HEIGHT    -        -34.977 (meters)                     GEOID18
 NE0342  DYNAMIC HEIGHT  -        208.373 (meters)      683.64  (feet) COMP
 NE0342  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NE0342
 NE0342  VERT ORDER      -  SECOND    CLASS 0
 NE0342
 NE0342.The horizontal coordinates were scaled from a map and have
 NE0342.an estimated accuracy of +/- 6 seconds.
 NE0342
 NE0342.The orthometric height was determined by differential leveling and
 NE0342.adjusted by the NATIONAL GEODETIC SURVEY
 NE0342.in June 1991.
 NE0342
 NE0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0342.GEOID18 height accuracy estimate available here.
 NE0342
 NE0342.Click photographs - Photos may exist for this station.
 NE0342
 NE0342.The dynamic height is computed by dividing the NAVD 88
 NE0342.geopotential number by the normal gravity value computed on the
 NE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0342.degrees latitude (g = 980.6199 gals.).
 NE0342
 NE0342.The modeled gravity was interpolated from observed gravity values.
 NE0342
 NE0342;                    North         East    Units  Estimated Accuracy
 NE0342;SPC MI S     -   140,950.    4,115,020.      MT  (+/- 180 meters Scaled)
 NE0342
 NE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH395360(NAD 83)
 NE0342
 NE0342                          SUPERSEDED SURVEY CONTROL
 NE0342
 NE0342  NGVD 29 (??/??/92)  208.576  (m)          684.30   (f) ADJ UNCH    2 0
 NE0342
 NE0342.Superseded values are not recommended for survey control.
 NE0342
 NE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0342.See file dsdata.pdf to determine how the superseded data were derived.
 NE0342
 NE0342_MARKER: DD = SURVEY DISK
 NE0342_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0342_MARK LOGO: CGS+SS
 NE0342_PROJECTION: FLUSH
 NE0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0342
 NE0342  HISTORY     - Date     Condition        Report By
 NE0342  HISTORY     - 1934     MONUMENTED       MIGS
 NE0342  HISTORY     - 1940     GOOD             CGS
 NE0342  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0342  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0342
 NE0342                          STATION DESCRIPTION
 NE0342
 NE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0342'6.1 MI SE FROM ROMEO.
 NE0342'6.1 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0342'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 48.2 FEET
 NE0342'NORTHWEST OF THE CENTER OF THE INTERSECTION WITH ZIELISCH ROAD,
 NE0342'37 FEET WEST OF THE CENTERLINE OF ZIELISCH ROAD, 29.8 FEET NORTH
 NE0342'OF THE CENTERLINE OF KNIGHT ROAD, 16 YARDS SOUTHEAST OF THE
 NE0342'SOUTHEAST CORNER OF THE ARTHUR PETTERS TWO-STORY WHITE FARMHOUSE,
 NE0342'AND 15.4 FEET WEST OF THE WEST CORNER OF A CONCRETE CULVERT.
 NE0342'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 NE0342'ABOUT LEVEL WITH THE GROUND.
 NE0342
 NE0342                          STATION RECOVERY (1988)
 NE0342
 NE0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0342'MARK NOT FOUND.
 NE0342
 NE0342                          STATION RECOVERY (1999)
 NE0342
 NE0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0341 ***********************************************************************
 NE0341  DESIGNATION -  50 P
 NE0341  PID         -  NE0341
 NE0341  STATE/COUNTY-  MI/MACOMB
 NE0341  COUNTRY     -  US
 NE0341  USGS QUAD   -  ARMADA (2017)
 NE0341
 NE0341                         *CURRENT SURVEY CONTROL
 NE0341  ______________________________________________________________________
 NE0341* NAD 83(1986) POSITION- 42 45 38.     (N) 082 58 22.     (W)   SCALED
 NE0341* NAVD 88 ORTHO HEIGHT -   208.897 (meters)      685.36  (feet) ADJUSTED
 NE0341  ______________________________________________________________________
 NE0341  GEOID HEIGHT    -        -34.973 (meters)                     GEOID18
 NE0341  DYNAMIC HEIGHT  -        208.834 (meters)      685.15  (feet) COMP
 NE0341  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 NE0341
 NE0341  VERT ORDER      -  SECOND    CLASS 0
 NE0341
 NE0341.The horizontal coordinates were scaled from a map and have
 NE0341.an estimated accuracy of +/- 6 seconds.
 NE0341
 NE0341.The orthometric height was determined by differential leveling and
 NE0341.adjusted by the NATIONAL GEODETIC SURVEY
 NE0341.in June 1991.
 NE0341
 NE0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0341.GEOID18 height accuracy estimate available here.
 NE0341
 NE0341.Click photographs - Photos may exist for this station.
 NE0341
 NE0341.The dynamic height is computed by dividing the NAVD 88
 NE0341.geopotential number by the normal gravity value computed on the
 NE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0341.degrees latitude (g = 980.6199 gals.).
 NE0341
 NE0341.The modeled gravity was interpolated from observed gravity values.
 NE0341
 NE0341;                    North         East    Units  Estimated Accuracy
 NE0341;SPC MI S     -   140,960.    4,114,080.      MT  (+/- 180 meters Scaled)
 NE0341
 NE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH385361(NAD 83)
 NE0341
 NE0341                          SUPERSEDED SURVEY CONTROL
 NE0341
 NE0341  NGVD 29 (??/??/92)  209.037  (m)          685.82   (f) ADJ UNCH    2 0
 NE0341
 NE0341.Superseded values are not recommended for survey control.
 NE0341
 NE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0341.See file dsdata.pdf to determine how the superseded data were derived.
 NE0341
 NE0341_MARKER: DD = SURVEY DISK
 NE0341_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0341_MARK LOGO: CGS+SS
 NE0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0341
 NE0341  HISTORY     - Date     Condition        Report By
 NE0341  HISTORY     - 1934     MONUMENTED       MIGS
 NE0341  HISTORY     - 1940     GOOD             CGS
 NE0341  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0341
 NE0341                          STATION DESCRIPTION
 NE0341
 NE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0341'5.5 MI SE FROM ROMEO.
 NE0341'5.5 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0341'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 0.6 MILE
 NE0341'WEST OF THE INTERSECTION WITH ZIELISCH ROAD, 17 YARDS NORTHEAST
 NE0341'OF THE NORTHEAST CORNER OF THE F. SMITH TWO-STORY WHITE FARMHOUSE,
 NE0341'29.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.2 FEET NORTHEAST
 NE0341'OF A WIRE-FENCE CORNER POST, 2.4 FEET NORTH OF A WIRE FENCE,
 NE0341'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0341'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0341
 NE0341                          STATION RECOVERY (1999)
 NE0341
 NE0341'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0403 ***********************************************************************
 NE0403  DESIGNATION -  50 Q
 NE0403  PID         -  NE0403
 NE0403  STATE/COUNTY-  MI/MACOMB
 NE0403  COUNTRY     -  US
 NE0403  USGS QUAD   -  ROMEO (2017)
 NE0403
 NE0403                         *CURRENT SURVEY CONTROL
 NE0403  ______________________________________________________________________
 NE0403* NAD 83(1986) POSITION- 42 45 27.     (N) 083 01 06.     (W)   SCALED
 NE0403* NAVD 88 ORTHO HEIGHT -   228.820 (meters)      750.72  (feet) ADJUSTED
 NE0403  ______________________________________________________________________
 NE0403  GEOID HEIGHT    -        -34.940 (meters)                     GEOID18
 NE0403  DYNAMIC HEIGHT  -        228.750 (meters)      750.49  (feet) COMP
 NE0403  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 NE0403
 NE0403  VERT ORDER      -  SECOND    CLASS 0
 NE0403
 NE0403.The horizontal coordinates were scaled from a map and have
 NE0403.an estimated accuracy of +/- 6 seconds.
 NE0403
 NE0403.The orthometric height was determined by differential leveling and
 NE0403.adjusted by the NATIONAL GEODETIC SURVEY
 NE0403.in June 1991.
 NE0403
 NE0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0403.GEOID18 height accuracy estimate available here.
 NE0403
 NE0403.Click photographs - Photos may exist for this station.
 NE0403
 NE0403.The dynamic height is computed by dividing the NAVD 88
 NE0403.geopotential number by the normal gravity value computed on the
 NE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0403.degrees latitude (g = 980.6199 gals.).
 NE0403
 NE0403.The modeled gravity was interpolated from observed gravity values.
 NE0403
 NE0403;                    North         East    Units  Estimated Accuracy
 NE0403;SPC MI S     -   140,560.    4,110,360.      MT  (+/- 180 meters Scaled)
 NE0403
 NE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348358(NAD 83)
 NE0403
 NE0403                          SUPERSEDED SURVEY CONTROL
 NE0403
 NE0403  NGVD 29 (??/??/92)  228.951  (m)          751.15   (f) ADJ UNCH    2 0
 NE0403
 NE0403.Superseded values are not recommended for survey control.
 NE0403
 NE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0403.See file dsdata.pdf to determine how the superseded data were derived.
 NE0403
 NE0403_MARKER: DD = SURVEY DISK
 NE0403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0403_MARK LOGO: CGS+SS
 NE0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0403
 NE0403  HISTORY     - Date     Condition        Report By
 NE0403  HISTORY     - 1934     MONUMENTED       MIGS
 NE0403  HISTORY     - 1940     GOOD             CGS
 NE0403  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0403  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0403
 NE0403                          STATION DESCRIPTION
 NE0403
 NE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0403'3 MI S FROM ROMEO.
 NE0403'3.0 MILES SOUTH ALONG STATE HIGHWAY M 53 FROM THE ROMEO SAVINGS
 NE0403'BANK AT ROMEO, MACOMB COUNTY, AT THE CROSSING OF THE GRAND
 NE0403'TRUNK WESTERN RAILWAY, 35 FEET SOUTH OF THE CENTERLINE OF KNIGHT
 NE0403'ROAD, 24 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN
 NE0403'THE ROADWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 NE0403'A CONCRETE POST.
 NE0403
 NE0403                          STATION RECOVERY (1988)
 NE0403
 NE0403'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0403'MARK NOT FOUND.
 NE0403
 NE0403                          STATION RECOVERY (1999)
 NE0403
 NE0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0423 ***********************************************************************
 NE0423  DESIGNATION -  50 S
 NE0423  PID         -  NE0423
 NE0423  STATE/COUNTY-  MI/MACOMB
 NE0423  COUNTRY     -  US
 NE0423  USGS QUAD   -  ROMEO (2017)
 NE0423
 NE0423                         *CURRENT SURVEY CONTROL
 NE0423  ______________________________________________________________________
 NE0423* NAD 83(1986) POSITION- 42 45 50.     (N) 083 03 28.     (W)   SCALED
 NE0423* NAVD 88 ORTHO HEIGHT -   260.559 (meters)      854.85  (feet) ADJUSTED
 NE0423  ______________________________________________________________________
 NE0423  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 NE0423  DYNAMIC HEIGHT  -        260.479 (meters)      854.59  (feet) COMP
 NE0423  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 NE0423
 NE0423  VERT ORDER      -  SECOND    CLASS 0
 NE0423
 NE0423.The horizontal coordinates were scaled from a map and have
 NE0423.an estimated accuracy of +/- 6 seconds.
 NE0423
 NE0423.The orthometric height was determined by differential leveling and
 NE0423.adjusted by the NATIONAL GEODETIC SURVEY
 NE0423.in June 1991.
 NE0423
 NE0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0423.GEOID18 height accuracy estimate available here.
 NE0423
 NE0423.Click photographs - Photos may exist for this station.
 NE0423
 NE0423.The dynamic height is computed by dividing the NAVD 88
 NE0423.geopotential number by the normal gravity value computed on the
 NE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0423.degrees latitude (g = 980.6199 gals.).
 NE0423
 NE0423.The modeled gravity was interpolated from observed gravity values.
 NE0423
 NE0423;                    North         East    Units  Estimated Accuracy
 NE0423;SPC MI S     -   141,220.    4,107,120.      MT  (+/- 180 meters Scaled)
 NE0423
 NE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH316366(NAD 83)
 NE0423
 NE0423                          SUPERSEDED SURVEY CONTROL
 NE0423
 NE0423  NGVD 29 (??/??/92)  260.687  (m)          855.27   (f) ADJ UNCH    2 0
 NE0423
 NE0423.Superseded values are not recommended for survey control.
 NE0423
 NE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0423.See file dsdata.pdf to determine how the superseded data were derived.
 NE0423
 NE0423_MARKER: DD = SURVEY DISK
 NE0423_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0423_MARK LOGO: CGS+SS
 NE0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0423
 NE0423  HISTORY     - Date     Condition        Report By
 NE0423  HISTORY     - 1934     MONUMENTED       MIGS
 NE0423  HISTORY     - 1940     GOOD             CGS
 NE0423  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0423  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0423
 NE0423                          STATION DESCRIPTION
 NE0423
 NE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0423'3.3 MI SW FROM ROMEO.
 NE0423'2.0 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0423'ROMEO, MACOMB COUNTY, THENCE 1.3 MILES SOUTH ALONG MOUND ROAD,
 NE0423'73.6 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH INWOOD
 NE0423'ROAD, 24.3 FEET SOUTH OF THE CENTERLINE OF INWOOD ROAD, 39.6
 NE0423'FEET WEST OF A WIRE-FENCE CORNER POST, 3.7 FEET NORTH OF A
 NE0423'WIRE FENCE, AND ABOUT 3 INCHES HIGHER THAN INWOOD ROAD.  A STATE
 NE0423'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0423
 NE0423                          STATION RECOVERY (1999)
 NE0423
 NE0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0423'MARK NOT FOUND.
 NE0423
 NE0423                          STATION RECOVERY (1999)
 NE0423
 NE0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0458 ***********************************************************************
 OJ0458  DESIGNATION -  50 SEB
 OJ0458  PID         -  OJ0458
 OJ0458  STATE/COUNTY-  MI/HURON
 OJ0458  COUNTRY     -  US
 OJ0458  USGS QUAD   -  SEBEWAING (2017)
 OJ0458
 OJ0458                         *CURRENT SURVEY CONTROL
 OJ0458  ______________________________________________________________________
 OJ0458* NAD 83(1986) POSITION- 43 44 06.     (N) 083 27 12.     (W)   SCALED
 OJ0458* NAVD 88 ORTHO HEIGHT -   179.404 (meters)      588.59  (feet) ADJUSTED
 OJ0458  ______________________________________________________________________
 OJ0458  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 OJ0458  DYNAMIC HEIGHT  -        179.373 (meters)      588.49  (feet) COMP
 OJ0458  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OJ0458
 OJ0458  VERT ORDER      -  FIRST     CLASS 0
 OJ0458
 OJ0458.The horizontal coordinates were scaled from a map and have
 OJ0458.an estimated accuracy of +/- 6 seconds.
 OJ0458
 OJ0458.The orthometric height was determined by differential leveling and
 OJ0458.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0458.in June 1991.
 OJ0458
 OJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0458.GEOID18 height accuracy estimate available here.
 OJ0458
 OJ0458.Click photographs - Photos may exist for this station.
 OJ0458
 OJ0458.The dynamic height is computed by dividing the NAVD 88
 OJ0458.geopotential number by the normal gravity value computed on the
 OJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0458.degrees latitude (g = 980.6199 gals.).
 OJ0458
 OJ0458.The modeled gravity was interpolated from observed gravity values.
 OJ0458
 OJ0458;                    North         East    Units  Estimated Accuracy
 OJ0458;SPC MI S     -   248,670.    4,073,580.      MT  (+/- 180 meters Scaled)
 OJ0458
 OJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ024453(NAD 83)
 OJ0458
 OJ0458                          SUPERSEDED SURVEY CONTROL
 OJ0458
 OJ0458  NGVD 29 (??/??/92)  179.550  (m)          589.07   (f) ADJ UNCH    1 0
 OJ0458
 OJ0458.Superseded values are not recommended for survey control.
 OJ0458
 OJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0458
 OJ0458_MARKER: DD = SURVEY DISK
 OJ0458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0458_SP_SET: SIDEWALK
 OJ0458_STAMPING: 50 SEB
 OJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0458
 OJ0458  HISTORY     - Date     Condition        Report By
 OJ0458  HISTORY     - 1971     MONUMENTED       NONE
 OJ0458  HISTORY     - 1976     GOOD             NOS
 OJ0458  HISTORY     - 19980530 GOOD             USPSQD
 OJ0458
 OJ0458                          STATION DESCRIPTION
 OJ0458
 OJ0458'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0458'IN SEBEWAING.
 OJ0458'ON THE NORTH SIDE OF THE SEBEWAING RIVER, NORTHWEST OF THE CENTER ST.
 OJ0458'BRIDGE OVER THE SEBEWAING RIVER, IN SIDEWALK NEAR A BARBER SHOP, 39.6
 OJ0458'FT. NORTH OF A STEEL GUARDRAIL, 35.0 FT. WEST CENTERLINE ST., BEING
 OJ0458'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0458'SIDEWALK.
 OJ0458
 OJ0458                          STATION RECOVERY (1998)
 OJ0458
 OJ0458'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0424 ***********************************************************************
 NE0424  DESIGNATION -  50 T
 NE0424  PID         -  NE0424
 NE0424  STATE/COUNTY-  MI/OAKLAND
 NE0424  COUNTRY     -  US
 NE0424  USGS QUAD   -  ROMEO (2017)
 NE0424
 NE0424                         *CURRENT SURVEY CONTROL
 NE0424  ______________________________________________________________________
 NE0424* NAD 83(1986) POSITION- 42 45 48.     (N) 083 05 52.     (W)   SCALED
 NE0424* NAVD 88 ORTHO HEIGHT -   276.360 (meters)      906.69  (feet) ADJUSTED
 NE0424  ______________________________________________________________________
 NE0424  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 NE0424  DYNAMIC HEIGHT  -        276.275 (meters)      906.41  (feet) COMP
 NE0424  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 NE0424
 NE0424  VERT ORDER      -  SECOND    CLASS 0
 NE0424
 NE0424.The horizontal coordinates were scaled from a map and have
 NE0424.an estimated accuracy of +/- 6 seconds.
 NE0424
 NE0424.The orthometric height was determined by differential leveling and
 NE0424.adjusted by the NATIONAL GEODETIC SURVEY
 NE0424.in June 1991.
 NE0424
 NE0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0424.GEOID18 height accuracy estimate available here.
 NE0424
 NE0424.Click photographs - Photos may exist for this station.
 NE0424
 NE0424.The dynamic height is computed by dividing the NAVD 88
 NE0424.geopotential number by the normal gravity value computed on the
 NE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0424.degrees latitude (g = 980.6199 gals.).
 NE0424
 NE0424.The modeled gravity was interpolated from observed gravity values.
 NE0424
 NE0424;                    North         East    Units  Estimated Accuracy
 NE0424;SPC MI S     -   141,110.    4,103,850.      MT  (+/- 180 meters Scaled)
 NE0424
 NE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH283366(NAD 83)
 NE0424
 NE0424                          SUPERSEDED SURVEY CONTROL
 NE0424
 NE0424  NGVD 29 (??/??/92)  276.487  (m)          907.11   (f) ADJ UNCH    2 0
 NE0424
 NE0424.Superseded values are not recommended for survey control.
 NE0424
 NE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0424.See file dsdata.pdf to determine how the superseded data were derived.
 NE0424
 NE0424_MARKER: DD = SURVEY DISK
 NE0424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0424_MARK LOGO: CGS+SS
 NE0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0424
 NE0424  HISTORY     - Date     Condition        Report By
 NE0424  HISTORY     - 1934     MONUMENTED       MIGS
 NE0424  HISTORY     - 1940     GOOD             CGS
 NE0424  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0424
 NE0424                          STATION DESCRIPTION
 NE0424
 NE0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0424'7.3 MI SW FROM ROMEO.
 NE0424'IN OAKLAND COUNTY, 4.6 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0424'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 2.7 MILES
 NE0424'SOUTH ALONG MAJOR ROAD, 48.0 FEET SOUTHWEST OF THE CENTER OF
 NE0424'THE JUNCTION WITH INWOOD ROAD, 20.0 FEET SOUTH OF THE CENTERLINE
 NE0424'OF INWOOD ROAD, 55.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0424'A STONE WALL, 30.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NE0424'BARN, 3.0 FEET NORTH OF A WIRE FENCE, AND 1.0 FOOT HIGHER THAN
 NE0424'INWOOD ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0424'CONCRETE POST.
 NE0424
 NE0424                          STATION RECOVERY (1988)
 NE0424
 NE0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0425 ***********************************************************************
 NE0425  DESIGNATION -  50 U
 NE0425  PID         -  NE0425
 NE0425  STATE/COUNTY-  MI/MACOMB
 NE0425  COUNTRY     -  US
 NE0425  USGS QUAD   -  ROMEO (2017)
 NE0425
 NE0425                         *CURRENT SURVEY CONTROL
 NE0425  ______________________________________________________________________
 NE0425* NAD 83(1986) POSITION- 42 45 59.     (N) 083 05 52.     (W)   SCALED
 NE0425* NAVD 88 ORTHO HEIGHT -   286.925 (meters)      941.35  (feet) ADJUSTED
 NE0425  ______________________________________________________________________
 NE0425  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 NE0425  DYNAMIC HEIGHT  -        286.837 (meters)      941.06  (feet) COMP
 NE0425  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NE0425
 NE0425  VERT ORDER      -  SECOND    CLASS 0
 NE0425
 NE0425.The horizontal coordinates were scaled from a map and have
 NE0425.an estimated accuracy of +/- 6 seconds.
 NE0425
 NE0425.The orthometric height was determined by differential leveling and
 NE0425.adjusted by the NATIONAL GEODETIC SURVEY
 NE0425.in June 1991.
 NE0425
 NE0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0425.GEOID18 height accuracy estimate available here.
 NE0425
 NE0425.Click photographs - Photos may exist for this station.
 NE0425
 NE0425.The dynamic height is computed by dividing the NAVD 88
 NE0425.geopotential number by the normal gravity value computed on the
 NE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0425.degrees latitude (g = 980.6199 gals.).
 NE0425
 NE0425.The modeled gravity was interpolated from observed gravity values.
 NE0425
 NE0425;                    North         East    Units  Estimated Accuracy
 NE0425;SPC MI S     -   141,450.    4,103,840.      MT  (+/- 180 meters Scaled)
 NE0425
 NE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH283370(NAD 83)
 NE0425
 NE0425                          SUPERSEDED SURVEY CONTROL
 NE0425
 NE0425  NGVD 29 (??/??/92)  287.052  (m)          941.77   (f) ADJ UNCH    2 0
 NE0425
 NE0425.Superseded values are not recommended for survey control.
 NE0425
 NE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0425.See file dsdata.pdf to determine how the superseded data were derived.
 NE0425
 NE0425_MARKER: DD = SURVEY DISK
 NE0425_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0425_MARK LOGO: CGS+SS
 NE0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0425
 NE0425  HISTORY     - Date     Condition        Report By
 NE0425  HISTORY     - 1934     MONUMENTED       MIGS
 NE0425  HISTORY     - 1940     GOOD             CGS
 NE0425  HISTORY     - 19880716 POOR             USPSQD
 NE0425  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0425
 NE0425                          STATION DESCRIPTION
 NE0425
 NE0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0425'7.1 MI SW FROM ROMEO.
 NE0425'4.6 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK
 NE0425'AT ROMEO, MACOMB COUNTY, THENCE 2.5 MILES SOUTH ALONG MAJOR
 NE0425'ROAD, 0.1 MILE SOUTH OF THE JUNCTION WITH PARKS ROAD, 60 YARDS
 NE0425'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY OF LEE RUSH, 24.5
 NE0425'FEET EAST OF THE CENTERLINE OF THE ROAD, 12.3 FEET NORTHWEST
 NE0425'OF A POLE, 3.5 FEET WEST OF A WIRE FENCE, AND ABOUT 6 INCHES
 NE0425'HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0425'TOP OF A CONCRETE POST.
 NE0425
 NE0425                          STATION RECOVERY (1988)
 NE0425
 NE0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0425'MARK RECOVERED IN POOR CONDITION.
 NE0425
 NE0425                          STATION RECOVERY (1999)
 NE0425
 NE0425'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0426 ***********************************************************************
 NE0426  DESIGNATION -  50 V
 NE0426  PID         -  NE0426
 NE0426  STATE/COUNTY-  MI/OAKLAND
 NE0426  COUNTRY     -  US
 NE0426  USGS QUAD   -  LAKE ORION (2017)
 NE0426
 NE0426                         *CURRENT SURVEY CONTROL
 NE0426  ______________________________________________________________________
 NE0426* NAD 83(1986) POSITION- 42 46 07.78   (N) 083 08 16.14   (W)   HD_HELD1
 NE0426* NAVD 88 ORTHO HEIGHT -   288.242 (meters)      945.67  (feet) ADJUSTED
 NE0426  ______________________________________________________________________
 NE0426  GEOID HEIGHT    -        -34.811 (meters)                     GEOID18
 NE0426  DYNAMIC HEIGHT  -        288.152 (meters)      945.38  (feet) COMP
 NE0426  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 NE0426
 NE0426  VERT ORDER      -  SECOND    CLASS 0
 NE0426
 NE0426.The horizontal coordinates were determined by differentially corrected
 NE0426.hand held GPS observations or other comparable positioning techniques
 NE0426.and have an estimated accuracy of +/- 3 meters.
 NE0426
 NE0426.The orthometric height was determined by differential leveling and
 NE0426.adjusted by the NATIONAL GEODETIC SURVEY
 NE0426.in June 1991.
 NE0426
 NE0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0426.GEOID18 height accuracy estimate available here.
 NE0426
 NE0426.Click photographs - Photos may exist for this station.
 NE0426
 NE0426.The dynamic height is computed by dividing the NAVD 88
 NE0426.geopotential number by the normal gravity value computed on the
 NE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0426.degrees latitude (g = 980.6199 gals.).
 NE0426
 NE0426.The modeled gravity was interpolated from observed gravity values.
 NE0426
 NE0426;                    North         East    Units  Estimated Accuracy
 NE0426;SPC MI S     -   141,671.8   4,100,563.7     MT  (+/- 3 meters HH1 GPS) 
 NE0426
 NE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2509537360(NAD 83)
 NE0426
 NE0426                          SUPERSEDED SURVEY CONTROL
 NE0426
 NE0426  NGVD 29 (??/??/92)  288.367  (m)          946.08   (f) ADJ UNCH    2 0
 NE0426
 NE0426.Superseded values are not recommended for survey control.
 NE0426
 NE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0426.See file dsdata.pdf to determine how the superseded data were derived.
 NE0426
 NE0426_MARKER: DD = SURVEY DISK
 NE0426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0426_MARK LOGO: CGS+SS
 NE0426_PROJECTION: FLUSH
 NE0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0426+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0426
 NE0426  HISTORY     - Date     Condition        Report By
 NE0426  HISTORY     - 1934     MONUMENTED       MIGS
 NE0426  HISTORY     - 1940     GOOD             CGS
 NE0426  HISTORY     - 20030508 GOOD             GEOCAC
 NE0426  HISTORY     - 20060314 GOOD             INDIV
 NE0426
 NE0426                          STATION DESCRIPTION
 NE0426
 NE0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0426'7.5 MI SW FROM ROMEO.
 NE0426'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0426'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 1.3 MILES
 NE0426'SOUTH ALONG ROCHESTER ROAD, 109 YARDS SOUTH OF THE INTERSECTION
 NE0426'WITH STONEY CREEK ROAD, 49.6 FEET WEST OF THE CENTERLINE OF
 NE0426'THE ROAD, 24.8 FEET WEST OF A WIRE-FENCE CORNER POST OF A
 NE0426'CEMETERY, 25.6 FEET NORTHEAST OF A BLACK WALNUT TREE, AND ABOUT
 NE0426'1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET
 NE0426'IN THE TOP OF A CONCRETE POST.
 NE0426
 NE0426                          STATION RECOVERY (2003)
 NE0426
 NE0426'RECOVERY NOTE BY GEOCACHING 2003 (LDR)
 NE0426'INSIDE KLINE CEMETERY, NEAR NORTHEAST CORNER OF THE GROUNDS, ALONG
 NE0426'NORTH FENCE.  THIS CHAIN-LINK FENCE ALSO RUNS ALONG THE ROCHESTER ROAD
 NE0426'(EAST) EDGE OF THE CEMETERY AND THERE IS A GATE AT THE NORTH END
 NE0426'CLOSEST TO STONY CREEK ROAD.  STATION IS BY A WITNESS POST WITH SIGN
 NE0426'VISIBLE FROM THIS GATE.  STANDARD DISK IS NOT ENGRAVED WITH STATION
 NE0426'NAME OR ALTITUDE.
 NE0426
 NE0426                          STATION RECOVERY (2006)
 NE0426
 NE0426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0426'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0427 ***********************************************************************
 NE0427  DESIGNATION -  50 W
 NE0427  PID         -  NE0427
 NE0427  STATE/COUNTY-  MI/OAKLAND
 NE0427  COUNTRY     -  US
 NE0427  USGS QUAD   -  LAKE ORION (2017)
 NE0427
 NE0427                         *CURRENT SURVEY CONTROL
 NE0427  ______________________________________________________________________
 NE0427* NAD 83(1986) POSITION- 42 46 29.     (N) 083 08 16.     (W)   SCALED
 NE0427* NAVD 88 ORTHO HEIGHT -   289.118 (meters)      948.55  (feet) ADJUSTED
 NE0427  ______________________________________________________________________
 NE0427  GEOID HEIGHT    -        -34.819 (meters)                     GEOID18
 NE0427  DYNAMIC HEIGHT  -        289.028 (meters)      948.25  (feet) COMP
 NE0427  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 NE0427
 NE0427  VERT ORDER      -  SECOND    CLASS 0
 NE0427
 NE0427.The horizontal coordinates were scaled from a map and have
 NE0427.an estimated accuracy of +/- 6 seconds.
 NE0427
 NE0427.The orthometric height was determined by differential leveling and
 NE0427.adjusted by the NATIONAL GEODETIC SURVEY
 NE0427.in June 1991.
 NE0427
 NE0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0427.GEOID18 height accuracy estimate available here.
 NE0427
 NE0427.Click photographs - Photos may exist for this station.
 NE0427
 NE0427.The dynamic height is computed by dividing the NAVD 88
 NE0427.geopotential number by the normal gravity value computed on the
 NE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0427.degrees latitude (g = 980.6199 gals.).
 NE0427
 NE0427.The modeled gravity was interpolated from observed gravity values.
 NE0427
 NE0427;                    North         East    Units  Estimated Accuracy
 NE0427;SPC MI S     -   142,330.    4,100,560.      MT  (+/- 180 meters Scaled)
 NE0427
 NE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251380(NAD 83)
 NE0427
 NE0427                          SUPERSEDED SURVEY CONTROL
 NE0427
 NE0427  NGVD 29 (??/??/92)  289.242  (m)          948.95   (f) ADJ UNCH    2 0
 NE0427
 NE0427.Superseded values are not recommended for survey control.
 NE0427
 NE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0427.See file dsdata.pdf to determine how the superseded data were derived.
 NE0427
 NE0427_MARKER: DD = SURVEY DISK
 NE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0427_MARK LOGO: CGS+SS
 NE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0427+STABILITY: SURFACE MOTION
 NE0427
 NE0427  HISTORY     - Date     Condition        Report By
 NE0427  HISTORY     - 1934     MONUMENTED       MIGS
 NE0427  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0427
 NE0427                          STATION DESCRIPTION
 NE0427
 NE0427'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0427'7 MI SW FROM ROMEO.
 NE0427'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0427'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 0.8 MILE
 NE0427'SOUTH ALONG ROCHESTER ROAD, 155 YARDS NORTH OF THE INTERSECTION
 NE0427'WITH LETTE ROAD, IN A LAWN, 39 YARDS NORTHEAST OF THE NORTHEAST
 NE0427'CORNER OF THE FRED COLEMAN TWO-STORY RED BRICK AND CLAPBOARD
 NE0427'FARMHOUSE, 39 FEET NORTHWEST OF THE NORTH END OF AN 8-INCH
 NE0427'PIPE CULVERT, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 NE0427'ABOUT 2 FEET HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0427'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0427
 NE0427                          STATION RECOVERY (1988)
 NE0427
 NE0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0428 ***********************************************************************
 NE0428  DESIGNATION -  50 Y
 NE0428  PID         -  NE0428
 NE0428  STATE/COUNTY-  MI/OAKLAND
 NE0428  COUNTRY     -  US
 NE0428  USGS QUAD   -  LAKE ORION (2017)
 NE0428
 NE0428                         *CURRENT SURVEY CONTROL
 NE0428  ______________________________________________________________________
 NE0428* NAD 83(1986) POSITION- 42 47 58.     (N) 083 08 02.     (W)   SCALED
 NE0428* NAVD 88 ORTHO HEIGHT -   288.903 (meters)      947.84  (feet) ADJUSTED
 NE0428  ______________________________________________________________________
 NE0428  GEOID HEIGHT    -        -34.849 (meters)                     GEOID18
 NE0428  DYNAMIC HEIGHT  -        288.813 (meters)      947.55  (feet) COMP
 NE0428  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 NE0428
 NE0428  VERT ORDER      -  SECOND    CLASS 0
 NE0428
 NE0428.The horizontal coordinates were scaled from a map and have
 NE0428.an estimated accuracy of +/- 6 seconds.
 NE0428
 NE0428.The orthometric height was determined by differential leveling and
 NE0428.adjusted by the NATIONAL GEODETIC SURVEY
 NE0428.in June 1991.
 NE0428
 NE0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0428.GEOID18 height accuracy estimate available here.
 NE0428
 NE0428.Click photographs - Photos may exist for this station.
 NE0428
 NE0428.The dynamic height is computed by dividing the NAVD 88
 NE0428.geopotential number by the normal gravity value computed on the
 NE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0428.degrees latitude (g = 980.6199 gals.).
 NE0428
 NE0428.The modeled gravity was interpolated from observed gravity values.
 NE0428
 NE0428;                    North         East    Units  Estimated Accuracy
 NE0428;SPC MI S     -   145,080.    4,100,840.      MT  (+/- 180 meters Scaled)
 NE0428
 NE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH255407(NAD 83)
 NE0428
 NE0428                          SUPERSEDED SURVEY CONTROL
 NE0428
 NE0428  NGVD 29 (??/??/92)  289.026  (m)          948.25   (f) ADJ UNCH    2 0
 NE0428
 NE0428.Superseded values are not recommended for survey control.
 NE0428
 NE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0428.See file dsdata.pdf to determine how the superseded data were derived.
 NE0428
 NE0428_MARKER: DD = SURVEY DISK
 NE0428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0428_MARK LOGO: CGS+SS
 NE0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0428
 NE0428  HISTORY     - Date     Condition        Report By
 NE0428  HISTORY     - 1934     MONUMENTED       MIGS
 NE0428  HISTORY     - 1940     GOOD             CGS
 NE0428  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0428
 NE0428                          STATION DESCRIPTION
 NE0428
 NE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0428'6.2 MI W FROM ROMEO.
 NE0428'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0428'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 52 FEET WEST OF
 NE0428'THE CENTER OF THE INTERSECTION WITH ROCHESTER ROAD, 34 FEET
 NE0428'SOUTHWEST OF THE CENTERLINE OF ROCHESTER ROAD, 40.6 FEET NORTHWEST
 NE0428'OF THE CENTERLINE OF ROMEO ROAD, 32 YARDS NORTH OF THE NORTHEAST
 NE0428'CORNER OF A CONCRETE BLOCK GARAGE AND SERVICE STATION, AND
 NE0428'ABOUT LEVEL WITH ROCHESTER ROAD.  A STATE SURVEY STANDARD DISK
 NE0428'SET IN THE TOP OF A CONCRETE POST.
 NE0428
 NE0428                          STATION RECOVERY (1988)
 NE0428
 NE0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0429 ***********************************************************************
 NE0429  DESIGNATION -  50 Z
 NE0429  PID         -  NE0429
 NE0429  STATE/COUNTY-  MI/OAKLAND
 NE0429  COUNTRY     -  US
 NE0429  USGS QUAD   -  ROMEO (2017)
 NE0429
 NE0429                         *CURRENT SURVEY CONTROL
 NE0429  ______________________________________________________________________
 NE0429* NAD 83(1986) POSITION- 42 48 01.     (N) 083 06 05.     (W)   SCALED
 NE0429* NAVD 88 ORTHO HEIGHT -   277.041 (meters)      908.93  (feet) ADJUSTED
 NE0429  ______________________________________________________________________
 NE0429  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 NE0429  DYNAMIC HEIGHT  -        276.955 (meters)      908.64  (feet) COMP
 NE0429  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 NE0429
 NE0429  VERT ORDER      -  SECOND    CLASS 0
 NE0429
 NE0429.The horizontal coordinates were scaled from a map and have
 NE0429.an estimated accuracy of +/- 6 seconds.
 NE0429
 NE0429.The orthometric height was determined by differential leveling and
 NE0429.adjusted by the NATIONAL GEODETIC SURVEY
 NE0429.in June 1991.
 NE0429
 NE0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0429.GEOID18 height accuracy estimate available here.
 NE0429
 NE0429.Click photographs - Photos may exist for this station.
 NE0429
 NE0429.The dynamic height is computed by dividing the NAVD 88
 NE0429.geopotential number by the normal gravity value computed on the
 NE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0429.degrees latitude (g = 980.6199 gals.).
 NE0429
 NE0429.The modeled gravity was interpolated from observed gravity values.
 NE0429
 NE0429;                    North         East    Units  Estimated Accuracy
 NE0429;SPC MI S     -   145,210.    4,103,490.      MT  (+/- 180 meters Scaled)
 NE0429
 NE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH281407(NAD 83)
 NE0429
 NE0429                          SUPERSEDED SURVEY CONTROL
 NE0429
 NE0429  NGVD 29 (??/??/92)  277.166  (m)          909.34   (f) ADJ UNCH    2 0
 NE0429
 NE0429.Superseded values are not recommended for survey control.
 NE0429
 NE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0429.See file dsdata.pdf to determine how the superseded data were derived.
 NE0429
 NE0429_MARKER: DD = SURVEY DISK
 NE0429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0429_MARK LOGO: CGS+SS
 NE0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0429
 NE0429  HISTORY     - Date     Condition        Report By
 NE0429  HISTORY     - 1934     MONUMENTED       MIGS
 NE0429  HISTORY     - 1940     GOOD             CGS
 NE0429  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0429
 NE0429                          STATION DESCRIPTION
 NE0429
 NE0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0429'4.6 MI W FROM ROMEO.
 NE0429'IN OAKLAND COUNTY, 4.6 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0429'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, JUST WEST OF THE
 NE0429'INTERSECTION WITH MAJOR ROAD, 60 YARDS SOUTHWEST OF THE SOUTHWEST
 NE0429'CORNER OF THE T.H. TINCKNELL TWO-STORY FARMHOUSE, 19.6 FEET
 NE0429'SOUTH OF THE CENTERLINE OF ROMEO ROAD, 18 FEET NORTH OF POLE
 NE0429'338, 4.6 FEET NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER
 NE0429'THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0429'OF A CONCRETE POST.
 NE0429
 NE0429                          STATION RECOVERY (1988)
 NE0429
 NE0429'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5949 ***********************************************************************
 AB5949  DESIGNATION -  50200
 AB5949  PID         -  AB5949
 AB5949  STATE/COUNTY-  MI/MACOMB
 AB5949  COUNTRY     -  US
 AB5949  USGS QUAD   -  GROSSE POINTE (2017)
 AB5949
 AB5949                         *CURRENT SURVEY CONTROL
 AB5949  ______________________________________________________________________
 AB5949* NAD 83(2011) POSITION- 42 29 44.79189(N) 082 55 05.36347(W)   ADJUSTED
 AB5949* NAD 83(2011) ELLIP HT-   150.199 (meters)        (06/27/12)   ADJUSTED
 AB5949* NAD 83(2011) EPOCH   -  2010.00
 AB5949* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) GPS OBS
 AB5949  ______________________________________________________________________
 AB5949  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5949  GEOID HEIGHT    -        -34.541 (meters)                     GEOID93
 AB5949  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 AB5949  NAD 83(2011) X  -    580,692.198 (meters)                     COMP
 AB5949  NAD 83(2011) Y  - -4,674,151.254 (meters)                     COMP
 AB5949  NAD 83(2011) Z  -  4,286,470.203 (meters)                     COMP
 AB5949  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AB5949
 AB5949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5949  Standards:
 AB5949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5949  -------------------------------------------------------------------
 AB5949  NETWORK    0.90   1.65           0.42   0.29   0.84     -0.03010995
 AB5949  -------------------------------------------------------------------
 AB5949  Click here for local accuracies and other accuracy information.
 AB5949
 AB5949.The horizontal coordinates were established by GPS observations
 AB5949.and adjusted by the National Geodetic Survey in June 2012.
 AB5949
 AB5949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5949.been affixed to the stable North American tectonic plate. See 
 AB5949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5949
 AB5949.The horizontal coordinates are valid at the epoch date displayed above
 AB5949.which is a decimal equivalence of Year/Month/Day.
 AB5949
 AB5949.The orthometric height was determined by GPS observations and a
 AB5949.high-resolution geoid model.
 AB5949
 AB5949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5949.GEOID18 height accuracy estimate available here.
 AB5949
 AB5949.Click photographs - Photos may exist for this station.
 AB5949
 AB5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5949
 AB5949.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5949
 AB5949.The ellipsoidal height was determined by GPS observations
 AB5949.and is referenced to NAD 83.
 AB5949
 AB5949. The following values were computed from the NAD 83(2011) position.
 AB5949
 AB5949;                    North         East     Units Scale Factor Converg.
 AB5949;SPC MI S     -   111,632.451 4,119,059.887   MT  0.99992982   +0 59 08.7
 AB5949;SPC MI S     -   366,248.20 13,513,976.01   iFT  0.99992982   +0 59 08.7
 AB5949;UTM  17      - 4,706,606.701   342,379.264   MT  0.99990568   -1 17 45.8
 AB5949
 AB5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5949!SPC MI S     -   0.99997644  x   0.99992982  =   0.99990627
 AB5949!UTM  17      -   0.99997644  x   0.99990568  =   0.99988213
 AB5949
 AB5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4237906606(NAD 83)
 AB5949
 AB5949                          SUPERSEDED SURVEY CONTROL
 AB5949
 AB5949  NAD 83(2007)-  42 29 44.79200(N)    082 55 05.36463(W) AD(2002.00) 0
 AB5949  ELLIP H (02/10/07)  150.197  (m)                       GP(2002.00)    
 AB5949  ELLIP H (07/12/02)  150.228  (m)                       GP(       ) 4 1
 AB5949  NAD 83(1994)-  42 29 44.79203(N)    082 55 05.36475(W) AD(       ) 1
 AB5949  ELLIP H (02/03/97)  150.273  (m)                       GP(       ) 4 1
 AB5949  NAD 83(1986)-  42 29 44.79631(N)    082 55 05.39678(W) AD(       ) 1
 AB5949
 AB5949.Superseded values are not recommended for survey control.
 AB5949
 AB5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5949.See file dsdata.pdf to determine how the superseded data were derived.
 AB5949
 AB5949_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5949_STAMPING: 50200 1993
 AB5949_MARK LOGO: MIDT
 AB5949_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5949+STABILITY: SURFACE MOTION
 AB5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5949+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2010
 AB5949
 AB5949  HISTORY     - Date     Condition        Report By
 AB5949  HISTORY     - 1992     MONUMENTED       MIDT
 AB5949  HISTORY     - 19990621 GOOD             USPSQD
 AB5949  HISTORY     - 20021012 GOOD             USPSQD
 AB5949  HISTORY     - 20060815 GOOD             SPALD
 AB5949  HISTORY     - 20100712 GOOD             SURVSL
 AB5949
 AB5949                          STATION DESCRIPTION
 AB5949
 AB5949'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5949'STATION IS LOCATED IN QUAD 420823 ON THE GROSSE POINTE QUADRANGLE MAP.
 AB5949'IT IS IN THE SOUTHWEST QUARTER OF SECTION 16, T-1-N, R-13-E, IN THE
 AB5949'CITY OF SAINT CLAIR SHORES.  STATION IS ABOUT 7.5 MI (12.1 KM)
 AB5949'NORTHEAST OF HAMTRANCK, 6.5 MI (10.5 KM) EAST OF THE CENTER OF THE
 AB5949'CITY OF WARREN, 10 MI (16.1 KM) SOUTHEAST OF UTICA AND 7.5 MI (12.1
 AB5949'KM) SOUTH OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST OFFICE
 AB5949'IN SAINT CLAIR SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK
 AB5949'AVENUE TO NINE MILE ROAD.  TURN LEFT AND GO WEST 1.1 MI (1.8 KM) ALONG
 AB5949'NINE MILE ROAD TO INTERSTATE HIGHWAY 94 NORTH BOUND ON RAMP,
 AB5949'PROCEEDING ONTO RAMP GO NORTH 2.0 MI (3.2 KM) ALONG INTERSTATE HIGHWAY
 AB5949'94 NORTH BOUND ROADWAY TO ELEVEN MILE ROAD EXIT.  TURN LEFT AND GO
 AB5949'WEST 0.1 MI (0.2 KM) ALONG ELEVEN MILE ROAD, PASSING UNDER BRIDGE, TO
 AB5949'STATION ON RIGHT AS DESCRIBED.  STATION IS ABOUT 210 FT (64.0 M) NORTH
 AB5949'OF THE CENTER OF ELEVEN MILE ROAD WESTBOUND ROADWAY AND NEAR TOP OF
 AB5949'EMBANKMENT, 28.0 FT (8.5 M) WEST FROM 0.25 FT (7.62 CM) DIAMETER
 AB5949'MAPLE, 62 FT (18.9 M) EAST FROM 0.25 FT (7.62 CM) DIAMETER MAPLE,
 AB5949'103.4 FT (31.5 M) SOUTHEAST FROM 0.25 FT (7.62 CM) DIAMETER PEAR, AND
 AB5949'179 FT (54.6 M) SOUTH OF EASTERLY POINT OF 10 FT (3.0 M) DIAMETER
 AB5949'ROCK.  THERE IS NO WITNESS POST WITH SIGN.
 AB5949
 AB5949                          STATION RECOVERY (1999)
 AB5949
 AB5949'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5949'RECOVERED IN GOOD CONDITION.
 AB5949
 AB5949                          STATION RECOVERY (2002)
 AB5949
 AB5949'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5949'WITNESS POST INSTALLED 18 INCHES WEST OF MARKER.
 AB5949
 AB5949                          STATION RECOVERY (2006)
 AB5949
 AB5949'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5949'TO REACH THE STATION FROM THE I94 EAST BOUND EXIT TO ELEVEN MILE
 AB5949'ROAD, TURN LEFT AND GO WEST 0.1 MILES ALONG ELEVEN MILE ROAD,
 AB5949'PASSING UNDER BRIDGE, TO STATION ON RIGHT AS DESCRIBED.  STATION IS
 AB5949'ABOUT 210 FEET NORTH OF THE CENTER OF WESTBOUND ELEVEN MILE ROAD,
 AB5949'SOUTH OF AN ATT CELL PHONE TOWER.  THE STATION IS 52.6 FEET
 AB5949'SOUTHEAST OF SOUTHWEST FENCE CORNER, 28.2 FEET SOUTH OF SOUTHEAST
 AB5949'CORNER OF A UTILITY BOX, AND 68.6 FEET SOUTHWEST OF THE SOUTHEAST
 AB5949'FENCE CORNER.
 AB5949
 AB5949                          STATION RECOVERY (2010)
 AB5949
 AB5949'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2010
 AB5949'MARK RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5950 ***********************************************************************
 AB5950  DESIGNATION -  50201
 AB5950  PID         -  AB5950
 AB5950  STATE/COUNTY-  MI/MACOMB
 AB5950  COUNTRY     -  US
 AB5950  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 AB5950
 AB5950                         *CURRENT SURVEY CONTROL
 AB5950  ______________________________________________________________________
 AB5950* NAD 83(2011) POSITION- 42 30 32.69584(N) 082 55 04.29194(W)   ADJUSTED
 AB5950* NAD 83(2011) ELLIP HT-   147.883 (meters)        (06/27/12)   ADJUSTED
 AB5950* NAD 83(2011) EPOCH   -  2010.00
 AB5950* NAVD 88 ORTHO HEIGHT -   182.5   (meters)      599.    (feet) GPS OBS
 AB5950  ______________________________________________________________________
 AB5950  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5950  GEOID HEIGHT    -        -34.547 (meters)                     GEOID93
 AB5950  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 AB5950  NAD 83(2011) X  -    580,593.139 (meters)                     COMP
 AB5950  NAD 83(2011) Y  - -4,673,155.474 (meters)                     COMP
 AB5950  NAD 83(2011) Z  -  4,287,558.423 (meters)                     COMP
 AB5950  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AB5950
 AB5950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5950  Standards:
 AB5950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5950  -------------------------------------------------------------------
 AB5950  NETWORK    0.97   1.57           0.46   0.30   0.80      0.01957317
 AB5950  -------------------------------------------------------------------
 AB5950  Click here for local accuracies and other accuracy information.
 AB5950
 AB5950.The horizontal coordinates were established by GPS observations
 AB5950.and adjusted by the National Geodetic Survey in June 2012.
 AB5950
 AB5950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5950.been affixed to the stable North American tectonic plate. See 
 AB5950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5950
 AB5950.The horizontal coordinates are valid at the epoch date displayed above
 AB5950.which is a decimal equivalence of Year/Month/Day.
 AB5950
 AB5950.The orthometric height was determined by GPS observations and a
 AB5950.high-resolution geoid model.
 AB5950
 AB5950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5950.GEOID18 height accuracy estimate available here.
 AB5950
 AB5950.Click photographs - Photos may exist for this station.
 AB5950
 AB5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5950
 AB5950.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5950
 AB5950.The ellipsoidal height was determined by GPS observations
 AB5950.and is referenced to NAD 83.
 AB5950
 AB5950. The following values were computed from the NAD 83(2011) position.
 AB5950
 AB5950;                    North         East     Units Scale Factor Converg.
 AB5950;SPC MI S     -   113,110.691 4,119,058.916   MT  0.99992828   +0 59 09.4
 AB5950;SPC MI S     -   371,098.07 13,513,972.82   iFT  0.99992828   +0 59 09.4
 AB5950;UTM  17      - 4,708,083.773   342,437.153   MT  0.99990545   -1 17 46.2
 AB5950
 AB5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5950!SPC MI S     -   0.99997681  x   0.99992828  =   0.99990509
 AB5950!UTM  17      -   0.99997681  x   0.99990545  =   0.99988226
 AB5950
 AB5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4243708083(NAD 83)
 AB5950
 AB5950                          SUPERSEDED SURVEY CONTROL
 AB5950
 AB5950  NAD 83(2007)-  42 30 32.69595(N)    082 55 04.29310(W) AD(2002.00) 0
 AB5950  ELLIP H (02/10/07)  147.880  (m)                       GP(2002.00)    
 AB5950  ELLIP H (07/12/02)  147.911  (m)                       GP(       ) 4 1
 AB5950  NAD 83(1994)-  42 30 32.69598(N)    082 55 04.29323(W) AD(       ) 1
 AB5950  ELLIP H (02/03/97)  147.957  (m)                       GP(       ) 4 1
 AB5950  NAD 83(1986)-  42 30 32.70025(N)    082 55 04.32526(W) AD(       ) 1
 AB5950
 AB5950.Superseded values are not recommended for survey control.
 AB5950
 AB5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5950.See file dsdata.pdf to determine how the superseded data were derived.
 AB5950
 AB5950_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5950_STAMPING: 50201 1993
 AB5950_MARK LOGO: MIDT
 AB5950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5950+STABILITY: SURFACE MOTION
 AB5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5950+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5950
 AB5950  HISTORY     - Date     Condition        Report By
 AB5950  HISTORY     - 1992     MONUMENTED       MIDT
 AB5950  HISTORY     - 19990621 GOOD             USPSQD
 AB5950  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 AB5950  HISTORY     - 20060815 MARK NOT FOUND   SPALD
 AB5950
 AB5950                          STATION DESCRIPTION
 AB5950
 AB5950'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5950'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS WEST QUADRANGLE
 AB5950'MAP.  IT IS IN THE NORTHEAST QUARTER OF SECTION 16, T-1-N, R-13-E, IN
 AB5950'THE CITY OF SAINT CLAIR SHORES.  STATION IS ABOUT 10.5 MI (16.9 KM)
 AB5950'NORTHEAST OF HAMTRAMCK, 6.5 MI (10.5 KM) EAST-NORTHEAST OF THE CENTER
 AB5950'OF THE CITY OF WARREN, 9.5 MI (15.3 KM) SOUTHEAST OF UTICA AND 6 MI
 AB5950'(9.7 KM) SOUTH OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5950'OFFICE IN SAINT CLAIR SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER
 AB5950'MACK AVENUE TO NINE MILE ROAD.  TURN LEFT AND GO WEST 1.1 MI (1.8 KM)
 AB5950'ALONG NINE MILE ROAD TO INTERSTATE HIGHWAY 94 NORTHBOUND ENTRANCE
 AB5950'RAMP, TURN RIGHT ONTO RAMP AND GO NORTH 2.95 MI (4.75 KM) ALONG
 AB5950'INTERSTATE HIGHWAY 94 NORTHBOUND ROADWAY AND ONTO TWELVE MILE ROAD
 AB5950'EXIT RAMP TO STATION ON THE LEFT AS DESCRIBED.  STATION IS JUST SOUTH
 AB5950'OF THE SOUTH TURN-AROUND RAMP FOR TWELVE MILE ROAD AND IN THE GORE
 AB5950'BETWEEN INTERSTATE HIGHWAY 94 AND THE NORTHBOUND EXIT RAMPTO TWELVE
 AB5950'MILE ROAD.  STATION IS 10.7 FT (3.3 M) SOUTH FROM BACK OF CURB OF THE
 AB5950'CURB AND GUTTER ALONG THE SOUTH SIDE OF TURN-AROUND RAMP, 15.9 FT (4.8
 AB5950'M) SOUTHEAST FROM NORTHEAST CORNER OF THE TOP STEP OF BRIDGE SLOPE
 AB5950'WALL SOUTH OF TWELVE MILE ROAD SOUTH TURN-AROUND AND EAST OF
 AB5950'INTERSTATE HIGHWAY 94, 17.3 FT (5.3 M) WEST FROM THE NORTHWEST CORNER
 AB5950'OF CATCHBASIN COVER, AND 39.8 FT (12.1 M) NORTHWEST FROM BACK OF CURB
 AB5950'JOINT ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 94 NORTHBOUND EXIT
 AB5950'RAMP TO TWELVE MILE ROAD.  THERE IS NO WITNESS POST WITH SIGN.
 AB5950
 AB5950                          STATION RECOVERY (1999)
 AB5950
 AB5950'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5950'RECOVERED IN GOOD CONDITION.
 AB5950
 AB5950                          STATION RECOVERY (2002)
 AB5950
 AB5950'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5950'HIGHWAY CONSTRUCTION HAS BEEN UNDERWAY ALONG I-94, RAMP TO 12 MILE RD
 AB5950'REDONE AND CROSS OVER BRIDGE REWORKED. UNABLE TO LOCATE MARKER LIKELY
 AB5950'DESTROYED IN CONSTRUCTION.
 AB5950
 AB5950                          STATION RECOVERY (2006)
 AB5950
 AB5950'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5950'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5951 ***********************************************************************
 AB5951  DESIGNATION -  50202
 AB5951  PID         -  AB5951
 AB5951  STATE/COUNTY-  MI/MACOMB
 AB5951  COUNTRY     -  US
 AB5951  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 AB5951
 AB5951                         *CURRENT SURVEY CONTROL
 AB5951  ______________________________________________________________________
 AB5951* NAD 83(2011) POSITION- 42 33 22.57840(N) 082 51 33.25393(W)   ADJUSTED
 AB5951* NAD 83(2011) ELLIP HT-   150.129 (meters)        (06/27/12)   ADJUSTED
 AB5951* NAD 83(2011) EPOCH   -  2010.00
 AB5951* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) GPS OBS
 AB5951  ______________________________________________________________________
 AB5951  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5951  GEOID HEIGHT    -        -34.636 (meters)                     GEOID93
 AB5951  GEOID HEIGHT    -        -34.722 (meters)                     GEOID18
 AB5951  NAD 83(2011) X  -    584,933.826 (meters)                     COMP
 AB5951  NAD 83(2011) Y  - -4,669,044.402 (meters)                     COMP
 AB5951  NAD 83(2011) Z  -  4,291,422.814 (meters)                     COMP
 AB5951  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AB5951
 AB5951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5951  Standards:
 AB5951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5951  -------------------------------------------------------------------
 AB5951  NETWORK    0.88   1.67           0.41   0.29   0.85     -0.12011957
 AB5951  -------------------------------------------------------------------
 AB5951  Click here for local accuracies and other accuracy information.
 AB5951
 AB5951.The horizontal coordinates were established by GPS observations
 AB5951.and adjusted by the National Geodetic Survey in June 2012.
 AB5951
 AB5951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5951.been affixed to the stable North American tectonic plate. See 
 AB5951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5951
 AB5951.The horizontal coordinates are valid at the epoch date displayed above
 AB5951.which is a decimal equivalence of Year/Month/Day.
 AB5951
 AB5951.The orthometric height was determined by GPS observations and a
 AB5951.high-resolution geoid model.
 AB5951
 AB5951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5951.GEOID18 height accuracy estimate available here.
 AB5951
 AB5951.Click photographs - Photos may exist for this station.
 AB5951
 AB5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5951
 AB5951.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5951
 AB5951.The ellipsoidal height was determined by GPS observations
 AB5951.and is referenced to NAD 83.
 AB5951
 AB5951. The following values were computed from the NAD 83(2011) position.
 AB5951
 AB5951;                    North         East     Units Scale Factor Converg.
 AB5951;SPC MI S     -   118,436.029 4,123,781.931   MT  0.99992325   +1 01 33.1
 AB5951;SPC MI S     -   388,569.65 13,529,468.28   iFT  0.99992325   +1 01 33.1
 AB5951;UTM  17      - 4,713,216.603   347,368.394   MT  0.99988663   -1 15 27.6
 AB5951
 AB5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5951!SPC MI S     -   0.99997646  x   0.99992325  =   0.99989971
 AB5951!UTM  17      -   0.99997646  x   0.99988663  =   0.99986309
 AB5951
 AB5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4736813216(NAD 83)
 AB5951
 AB5951                          SUPERSEDED SURVEY CONTROL
 AB5951
 AB5951  NAD 83(2007)-  42 33 22.57851(N)    082 51 33.25525(W) AD(2002.00) 0
 AB5951  ELLIP H (02/10/07)  150.130  (m)                       GP(2002.00)    
 AB5951  ELLIP H (07/12/02)  150.160  (m)                       GP(       ) 4 1
 AB5951  NAD 83(1994)-  42 33 22.57850(N)    082 51 33.25523(W) AD(       ) 1
 AB5951  ELLIP H (02/03/97)  150.203  (m)                       GP(       ) 4 1
 AB5951  NAD 83(1986)-  42 33 22.58269(N)    082 51 33.28760(W) AD(       ) 1
 AB5951
 AB5951.Superseded values are not recommended for survey control.
 AB5951
 AB5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5951.See file dsdata.pdf to determine how the superseded data were derived.
 AB5951
 AB5951_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5951_STAMPING: 50202 1993
 AB5951_MARK LOGO: MIDT
 AB5951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5951+STABILITY: SURFACE MOTION
 AB5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5951+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 AB5951
 AB5951  HISTORY     - Date     Condition        Report By
 AB5951  HISTORY     - 1992     MONUMENTED       MIDT
 AB5951  HISTORY     - 19990628 GOOD             USPSQD
 AB5951  HISTORY     - 20010414 GOOD             INDIV
 AB5951  HISTORY     - 20030802 GOOD             USPSQD
 AB5951  HISTORY     - 20060810 GOOD             SPALD
 AB5951
 AB5951                          STATION DESCRIPTION
 AB5951
 AB5951'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5951'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS EAST QUADRANGLE
 AB5951'MAP.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 25, T-2-N, R-13-E,
 AB5951'HARRISON TOWNSHIP.  STATION IS ABOUT 7.5 MI (12.1 KM) NORTHEAST OF THE
 AB5951'CITY OF EAST DETROIT, 9.5 MI (15.3 KM) NORTHEAST OF THE CENTER OF THE
 AB5951'CITY OF WARREN, 9 MI (14.5 KM) SOUTHEAST OF UTICA, AND 3 MI (4.8 KM)
 AB5951'SOUTH-SOUTHEAST OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5951'OFFICE IN ROSEVILLE, GO NORTH 2.6 MI (4.2 KM) ALONG STATE HIGHWAY M-3
 AB5951'(GRATIOT AVENUE) TO FIFTEEN MILE ROAD.  TURN RIGHT AND GO EAST 1.5 MI
 AB5951'(2.4 KM) ALONG FIFTEEN MILE ROAD TO HARPER AVENUE, CROSSING HARPER
 AB5951'AVENUE FIFTEEN MILE ROAD BECOMES KING STREET, CONTINUE GOING
 AB5951'NORTHEASTERLY 0.1 MILE (0.2 KM) ALONG KING STREET TO SHOOK ROAD.  TURN
 AB5951'RIGHT AND GO EAST 0.45 MI (0.72 KM) ALONG SHOOK ROAD CROSSING OVER
 AB5951'INTERSTATE HIGHWAY 94 TO STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB5951'ON THE NORTH SIDE OF SHOOK ROAD AND EAST OF INTERSTATE HIGHWAY 94
 AB5951'NORTH BOUND ENTRANCE RAMP.  IT IS 39.7 FT (12.1 M) SOUTH FROM NORTH
 AB5951'SPRING POINT (POINT OF CURVATURE) OF INTERSTATE HIGHWAY 94 NORTHBOUND
 AB5951'ENTRANCE RAMP, 52.4 FT (16.0 M) NORTH FROM THE NORTH EDGE OF PAVEMENT
 AB5951'OF SHOOK ROAD, 61.7 FT (18.8 M) EAST FROM UTILITY POLE, AND 100.1 FEET
 AB5951'(30.5 M) NORTHWEST FROM WESTERLY GUARD RAIL POST ON NORTH SIDE OF
 AB5951'SHOOK ROAD.  THERE IS NO WITNESS POST WITH SIGN.
 AB5951
 AB5951                          STATION RECOVERY (1999)
 AB5951
 AB5951'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2001)
 AB5951
 AB5951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2003)
 AB5951
 AB5951'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2006)
 AB5951
 AB5951'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5952 ***********************************************************************
 AB5952  DESIGNATION -  50203
 AB5952  PID         -  AB5952
 AB5952  STATE/COUNTY-  MI/MACOMB
 AB5952  COUNTRY     -  US
 AB5952  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 AB5952
 AB5952                         *CURRENT SURVEY CONTROL
 AB5952  ______________________________________________________________________
 AB5952* NAD 83(2011) POSITION- 42 34 20.17129(N) 082 51 31.75626(W)   ADJUSTED
 AB5952* NAD 83(2011) ELLIP HT-   149.187 (meters)        (06/27/12)   ADJUSTED
 AB5952* NAD 83(2011) EPOCH   -  2010.00
 AB5952* NAVD 88 ORTHO HEIGHT -   183.9   (meters)      603.    (feet) GPS OBS
 AB5952  ______________________________________________________________________
 AB5952  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5952  GEOID HEIGHT    -        -34.649 (meters)                     GEOID93
 AB5952  GEOID HEIGHT    -        -34.739 (meters)                     GEOID18
 AB5952  NAD 83(2011) X  -    584,818.202 (meters)                     COMP
 AB5952  NAD 83(2011) Y  - -4,667,846.684 (meters)                     COMP
 AB5952  NAD 83(2011) Z  -  4,292,731.096 (meters)                     COMP
 AB5952  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 AB5952
 AB5952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5952  Standards:
 AB5952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5952  -------------------------------------------------------------------
 AB5952  NETWORK    0.89   1.72           0.41   0.30   0.88     -0.04177217
 AB5952  -------------------------------------------------------------------
 AB5952  Click here for local accuracies and other accuracy information.
 AB5952
 AB5952.The horizontal coordinates were established by GPS observations
 AB5952.and adjusted by the National Geodetic Survey in June 2012.
 AB5952
 AB5952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5952.been affixed to the stable North American tectonic plate. See 
 AB5952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5952
 AB5952.The horizontal coordinates are valid at the epoch date displayed above
 AB5952.which is a decimal equivalence of Year/Month/Day.
 AB5952
 AB5952.The orthometric height was determined by GPS observations and a
 AB5952.high-resolution geoid model.
 AB5952
 AB5952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5952.GEOID18 height accuracy estimate available here.
 AB5952
 AB5952.Click photographs - Photos may exist for this station.
 AB5952
 AB5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5952
 AB5952.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5952
 AB5952.The ellipsoidal height was determined by GPS observations
 AB5952.and is referenced to NAD 83.
 AB5952
 AB5952. The following values were computed from the NAD 83(2011) position.
 AB5952
 AB5952;                    North         East     Units Scale Factor Converg.
 AB5952;SPC MI S     -   120,213.347 4,123,784.266   MT  0.99992170   +1 01 34.1
 AB5952;SPC MI S     -   394,400.74 13,529,475.94   iFT  0.99992170   +1 01 34.1
 AB5952;UTM  17      - 4,714,992.352   347,441.546   MT  0.99988635   -1 15 28.0
 AB5952
 AB5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5952!SPC MI S     -   0.99997660  x   0.99992170  =   0.99989831
 AB5952!UTM  17      -   0.99997660  x   0.99988635  =   0.99986296
 AB5952
 AB5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4744114992(NAD 83)
 AB5952
 AB5952                          SUPERSEDED SURVEY CONTROL
 AB5952
 AB5952  NAD 83(2007)-  42 34 20.17139(N)    082 51 31.75752(W) AD(2002.00) 0
 AB5952  ELLIP H (02/10/07)  149.188  (m)                       GP(2002.00)    
 AB5952  ELLIP H (07/12/02)  149.218  (m)                       GP(       ) 4 1
 AB5952  NAD 83(1994)-  42 34 20.17138(N)    082 51 31.75752(W) AD(       ) 1
 AB5952  ELLIP H (02/03/97)  149.262  (m)                       GP(       ) 4 1
 AB5952  NAD 83(1986)-  42 34 20.17559(N)    082 51 31.78971(W) AD(       ) 1
 AB5952
 AB5952.Superseded values are not recommended for survey control.
 AB5952
 AB5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5952.See file dsdata.pdf to determine how the superseded data were derived.
 AB5952
 AB5952_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5952_STAMPING: 50203 1993
 AB5952_MARK LOGO: MIDT
 AB5952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5952+STABILITY: SURFACE MOTION
 AB5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5952+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AB5952
 AB5952  HISTORY     - Date     Condition        Report By
 AB5952  HISTORY     - 1992     MONUMENTED       MIDT
 AB5952  HISTORY     - 19990628 GOOD             USPSQD
 AB5952  HISTORY     - 20010414 GOOD             INDIV
 AB5952  HISTORY     - 20030802 GOOD             USPSQD
 AB5952  HISTORY     - 20060808 GOOD             SPALD
 AB5952
 AB5952                          STATION DESCRIPTION
 AB5952
 AB5952'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5952'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS EAST QUADRANGLE
 AB5952'MAP.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 24, T-2-N, R-13-E,
 AB5952'HARRISON TOWNSHIP.  STATION IS ABOUT 10 MI (16.1 KM) NORTH-NORTHEAST
 AB5952'OF CITY OF HARPER WOODS, 10 MI (16.1 KM) NORTHEAST OF THE CENTER OF
 AB5952'CITY OF WARREN, 9 MI (14.5 KM) SOUTHEAST OF UTICA AND 2 MI (3.2 KM)
 AB5952'SOUTHEAST OF MOUNT CLEMENS.  TO REACH THE STATION FORM THE ROSEVILLE
 AB5952'POST OFFICE, GO NORTH 0.25 MI (0.40 KM) ALONG STATE HIGHWAY M-3
 AB5952'(GRATIOT AVENUE) TO THIRTEEN MILE ROAD.  TURN RIGHT AND GO EAST 0.5 MI
 AB5952'(0.8 KM) ALONG THIRTEEN MILE ROAD TO LITTLE MACK AVENUE.  TURN LEFT
 AB5952'AND GO NORTH 0.1 MI (0.2 KM) ALONG LITTLE MACK AVENUE TO INTERSTATE
 AB5952'HIGHWAY 94 NORTHBOUND ENTRANCE RAMP, THEN GO NORTHERLY 4.7 MI (7.6 KM)
 AB5952'ALONG INTERSTATE HIGHWAY 94 TO THE NORTHBOUND EXIT RAMP TO
 AB5952'METROPOLITAN HIGHWAY (EXIT 236) .  TURN LEFT AND GO WEST 0.1 MI (0.2
 AB5952'KM) ALONG METROPOLITAIN HIGHWAY CROSSING UNDER BRIDGE TO INTERSTATE
 AB5952'HIGHWAY 94 WEST BOUND ENTRANCE RAMP.  TURN ONTO RAMP AND GO 0.2 MI
 AB5952'(0.3 KM) CIRCLING TO THE RIGHT ALONG RAMP TO STATION ON THE LEFT AS
 AB5952'DESCRIBED.  STATION IS 6.8 FT (2.1 M) NORTHEAST FROM NORTHERLY EDGE OF
 AB5952'PAVEMENT OF INTERSTATE HIGHWAY 94 WESTBOUND ENTRANCE RAMP, 48.7 FT
 AB5952'(14.8 M) NORTHEAST FROM NORTHERN MOST POST OF GUARDRAIL END SECTION,
 AB5952'48.9 FT (14.9 M) WEST FROM WEST EDGE OF BITUMINOUS SHOULDER OF
 AB5952'INTERSTATE HIGHWAY 94 WESTBOUND ROADWAY (WHICH GOES SOUTH IN THIS
 AB5952'AREA) , 76.5 FT (23.3 M) SOUTH FROM 0.5 FT (15.2 CM) DIAMETER POPLAR
 AB5952'TREE.  THERE IS NO WITNESS POST WITH SIGN.
 AB5952
 AB5952                          STATION RECOVERY (1999)
 AB5952
 AB5952'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2001)
 AB5952
 AB5952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2003)
 AB5952
 AB5952'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2006)
 AB5952
 AB5952'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3082 ***********************************************************************
 AB3082  DESIGNATION -  50204
 AB3082  PID         -  AB3082
 AB3082  STATE/COUNTY-  MI/MACOMB
 AB3082  COUNTRY     -  US
 AB3082  USGS QUAD   -  ALMONT (2017)
 AB3082
 AB3082                         *CURRENT SURVEY CONTROL
 AB3082  ______________________________________________________________________
 AB3082* NAD 83(2011) POSITION- 42 52 41.24742(N) 083 01 48.00061(W)   ADJUSTED
 AB3082* NAD 83(2011) ELLIP HT-   223.003 (meters)        (06/27/12)   ADJUSTED
 AB3082* NAD 83(2011) EPOCH   -  2010.00
 AB3082* NAVD 88 ORTHO HEIGHT -   257.943 (meters)      846.27  (feet) ADJUSTED
 AB3082  ______________________________________________________________________
 AB3082  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 AB3082  NAD 83(2011) X  -    568,078.868 (meters)                     COMP
 AB3082  NAD 83(2011) Y  - -4,646,744.097 (meters)                     COMP
 AB3082  NAD 83(2011) Z  -  4,317,741.624 (meters)                     COMP
 AB3082  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 AB3082  DYNAMIC HEIGHT  -        257.867 (meters)      846.02  (feet) COMP
 AB3082  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 AB3082
 AB3082  VERT ORDER      -  SECOND    CLASS I
 AB3082
 AB3082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3082  Standards:
 AB3082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3082  -------------------------------------------------------------------
 AB3082  NETWORK    0.88   1.45           0.38   0.34   0.74     -0.02129237
 AB3082  -------------------------------------------------------------------
 AB3082  Click here for local accuracies and other accuracy information.
 AB3082
 AB3082.The horizontal coordinates were established by GPS observations
 AB3082.and adjusted by the National Geodetic Survey in June 2012.
 AB3082
 AB3082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3082.been affixed to the stable North American tectonic plate. See 
 AB3082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3082
 AB3082.The horizontal coordinates are valid at the epoch date displayed above
 AB3082.which is a decimal equivalence of Year/Month/Day.
 AB3082
 AB3082.The orthometric height was determined by differential leveling and
 AB3082.adjusted by the NATIONAL GEODETIC SURVEY
 AB3082.in July 2007.
 AB3082
 AB3082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3082.GEOID18 height accuracy estimate available here.
 AB3082
 AB3082.Click photographs - Photos may exist for this station.
 AB3082
 AB3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3082
 AB3082.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3082
 AB3082.The ellipsoidal height was determined by GPS observations
 AB3082.and is referenced to NAD 83.
 AB3082
 AB3082.The dynamic height is computed by dividing the NAVD 88
 AB3082.geopotential number by the normal gravity value computed on the
 AB3082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3082.degrees latitude (g = 980.6199 gals.).
 AB3082
 AB3082.The modeled gravity was interpolated from observed gravity values.
 AB3082
 AB3082. The following values were computed from the NAD 83(2011) position.
 AB3082
 AB3082;                    North         East     Units Scale Factor Converg.
 AB3082;SPC MI S     -   153,945.257 4,109,193.496   MT  0.99990689   +0 54 34.7
 AB3082;SPC MI S     -   505,069.74 13,481,605.96   iFT  0.99990689   +0 54 34.7
 AB3082;UTM  17      - 4,749,279.747   334,208.753   MT  0.99993816   -1 22 53.8
 AB3082
 AB3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3082!SPC MI S     -   0.99996503  x   0.99990689  =   0.99987192
 AB3082!UTM  17      -   0.99996503  x   0.99993816  =   0.99990319
 AB3082
 AB3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3420849279(NAD 83)
 AB3082
 AB3082                          SUPERSEDED SURVEY CONTROL
 AB3082
 AB3082  NAD 83(2007)-  42 52 41.24743(N)    083 01 48.00191(W) AD(2002.00) 0
 AB3082  ELLIP H (02/10/07)  223.012  (m)                       GP(2002.00)    
 AB3082  ELLIP H (07/12/02)  223.040  (m)                       GP(       ) 4 1
 AB3082  NAD 83(1994)-  42 52 41.24745(N)    083 01 48.00215(W) AD(       ) 1
 AB3082  ELLIP H (02/03/97)  223.044  (m)                       GP(       ) 4 1
 AB3082  NAD 83(1994)-  42 52 41.24750(N)    083 01 48.00134(W) AD(       ) 1
 AB3082  ELLIP H (05/02/96)  223.043  (m)                       GP(       ) 1 1
 AB3082  NAVD 88             257.91   (m)          846.2    (f) LEVELING    3  
 AB3082
 AB3082.Superseded values are not recommended for survey control.
 AB3082
 AB3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3082.See file dsdata.pdf to determine how the superseded data were derived.
 AB3082
 AB3082_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3082_STAMPING: 50204 1994
 AB3082_MARK LOGO: MIDT
 AB3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3082+STABILITY: SURFACE MOTION
 AB3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3082+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 AB3082
 AB3082  HISTORY     - Date     Condition        Report By
 AB3082  HISTORY     - 1994     MONUMENTED       MIDT
 AB3082  HISTORY     - 19990905 GOOD             USPSQD
 AB3082  HISTORY     - 20060606 GOOD             SPALD
 AB3082  HISTORY     - 20061227 GOOD             MIDT
 AB3082
 AB3082                          STATION DESCRIPTION
 AB3082
 AB3082'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3082'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3082'IN THE SOUTHWEST 1/4 OF SECTION 3, T-5-N, R-12-E, BRUCE TOWNSHIP.
 AB3082'ABOUT 5.5 MI (8.9 KM) NORTH OF ROMEO, 2.7 MI (4.3 KM) SOUTH OF ALMONT,
 AB3082'AN ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-53 AND ST.
 AB3082'CLAIR STREET IN ALMONT, GO SOUTH ALONG STATE HIGHWAY M-53 FOR 3.3 MI
 AB3082'(5.3 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 45.8 FT
 AB3082'(14.0 M) SOUTH FROM THE CENTER OF DRIVE TO 79363 HIGHWAY M-53 (THREE
 AB3082'OAKS GOLF CENTER) , 28.25 FT (8.61 M) WEST FROM THE CENTER OF HIGHWAY
 AB3082'M-53, 6.7 FT (2.0 M) NORTH FROM THE SOUTH END OF A CORRUGATED METAL
 AB3082'PIPE CULVERT UNDER DRIVE, 3.0 FT (0.9 M) WEST FROM THE BACK OF CURB,
 AB3082'AND 3.0 FT (0.9 M) FROM A WITNESS POST.
 AB3082
 AB3082                          STATION RECOVERY (1999)
 AB3082
 AB3082'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3082'RECOVERED IN GOOD CONDITION.
 AB3082
 AB3082                          STATION RECOVERY (2006)
 AB3082
 AB3082'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB3082'RECOVERED IN GOOD CONDITION.
 AB3082
 AB3082                          STATION RECOVERY (2006)
 AB3082
 AB3082'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AB3082'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION, THE STATION
 AB3082'IS 6.1 METERS (20.0 FEET) SOUTHWEST OF THE THREE OAKS GOLF CENTER
 AB3082'SIGN, 4.6 METERS (15.0 FEET) NORTHEAST OF THE CENTERLINE OF STATE
 AB3082'HIGHWAY M-53, AND 0.52 METERS (1.7 FEET) NORTHEAST OF A CARSONITE
 AB3082'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8072 ***********************************************************************
 AA8072  CBN         -  This is a Cooperative Base Network Control Station.
 AA8072  DESIGNATION -  50205
 AA8072  PID         -  AA8072
 AA8072  STATE/COUNTY-  MI/MACOMB
 AA8072  COUNTRY     -  US
 AA8072  USGS QUAD   -  ALMONT (2017)
 AA8072
 AA8072                         *CURRENT SURVEY CONTROL
 AA8072  ______________________________________________________________________
 AA8072* NAD 83(2011) POSITION- 42 53 10.73026(N) 083 02 23.82012(W)   ADJUSTED
 AA8072* NAD 83(2011) ELLIP HT-   226.967 (meters)        (06/27/12)   ADJUSTED
 AA8072* NAD 83(2011) EPOCH   -  2010.00
 AA8072* NAVD 88 ORTHO HEIGHT -   261.897 (meters)      859.24  (feet) ADJUSTED
 AA8072  ______________________________________________________________________
 AA8072  GEOID HEIGHT    -        -34.922 (meters)                     GEOID18
 AA8072  NAD 83(2011) X  -    567,197.243 (meters)                     COMP
 AA8072  NAD 83(2011) Y  - -4,646,230.993 (meters)                     COMP
 AA8072  NAD 83(2011) Z  -  4,318,411.001 (meters)                     COMP
 AA8072  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 AA8072  DYNAMIC HEIGHT  -        261.819 (meters)      858.98  (feet) COMP
 AA8072  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 AA8072
 AA8072  VERT ORDER      -  SECOND    CLASS I
 AA8072
 AA8072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8072  Standards:
 AA8072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8072  -------------------------------------------------------------------
 AA8072  NETWORK    0.37   0.59           0.17   0.12   0.30     -0.03863241
 AA8072  -------------------------------------------------------------------
 AA8072  Click here for local accuracies and other accuracy information.
 AA8072
 AA8072.The horizontal coordinates were established by GPS observations
 AA8072.and adjusted by the National Geodetic Survey in June 2012.
 AA8072
 AA8072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8072.been affixed to the stable North American tectonic plate. See 
 AA8072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8072
 AA8072.The horizontal coordinates are valid at the epoch date displayed above
 AA8072.which is a decimal equivalence of Year/Month/Day.
 AA8072
 AA8072.The orthometric height was determined by differential leveling and
 AA8072.adjusted by the NATIONAL GEODETIC SURVEY
 AA8072.in July 2007.
 AA8072
 AA8072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8072.GEOID18 height accuracy estimate available here.
 AA8072
 AA8072.Click photographs - Photos may exist for this station.
 AA8072
 AA8072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8072
 AA8072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8072
 AA8072.The ellipsoidal height was determined by GPS observations
 AA8072.and is referenced to NAD 83.
 AA8072
 AA8072.The dynamic height is computed by dividing the NAVD 88
 AA8072.geopotential number by the normal gravity value computed on the
 AA8072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8072.degrees latitude (g = 980.6199 gals.).
 AA8072
 AA8072.The modeled gravity was interpolated from observed gravity values.
 AA8072
 AA8072. The following values were computed from the NAD 83(2011) position.
 AA8072
 AA8072;                    North         East     Units Scale Factor Converg.
 AA8072;SPC MI S     -   154,841.998 4,108,366.415   MT  0.99990688   +0 54 10.3
 AA8072;SPC MI S     -   508,011.80 13,478,892.44   iFT  0.99990688   +0 54 10.3
 AA8072;UTM  17      - 4,750,208.869   333,418.160   MT  0.99994139   -1 23 19.0
 AA8072
 AA8072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8072!SPC MI S     -   0.99996441  x   0.99990688  =   0.99987129
 AA8072!UTM  17      -   0.99996441  x   0.99994139  =   0.99990580
 AA8072
 AA8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3341850208(NAD 83)
 AA8072
 AA8072                          SUPERSEDED SURVEY CONTROL
 AA8072
 AA8072  ELLIP H (06/10/07)  226.973  (m)                       GP(       ) 4 1
 AA8072  NAD 83(2007)-  42 53 10.73040(N)    083 02 23.82113(W) AD(2002.00) 0
 AA8072  ELLIP H (02/10/07)  226.988  (m)                       GP(2002.00)    
 AA8072  ELLIP H (07/12/02)  227.008  (m)                       GP(       ) 4 2
 AA8072  NAD 83(1994)-  42 53 10.73025(N)    083 02 23.82103(W) AD(       ) B
 AA8072  ELLIP H (09/20/95)  227.011  (m)                       GP(       ) 1 2
 AA8072  NAVD 88             261.90   (m)          859.3    (f) LEVELING    3  
 AA8072  NAVD 88 (09/20/95)  261.8    (m)  GEOID93  model used  GPS OBS        
 AA8072
 AA8072.Superseded values are not recommended for survey control.
 AA8072
 AA8072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8072.See file dsdata.pdf to determine how the superseded data were derived.
 AA8072
 AA8072_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8072_STAMPING: 50205 1994
 AA8072_MARK LOGO: MIDT
 AA8072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8072+STABILITY: SURFACE MOTION
 AA8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8072+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 AA8072
 AA8072  HISTORY     - Date     Condition        Report By
 AA8072  HISTORY     - 19921221 MONUMENTED       MIDT
 AA8072  HISTORY     - 19940520 GOOD             NGS
 AA8072  HISTORY     - 19990905 GOOD             USPSQD
 AA8072  HISTORY     - 20020318 GOOD             SPALD
 AA8072  HISTORY     - 20040420 GOOD             ROWEIN
 AA8072  HISTORY     - 20060606 GOOD             SPALD
 AA8072  HISTORY     - 20061212 GOOD             MIDT
 AA8072
 AA8072                          STATION DESCRIPTION
 AA8072
 AA8072'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AA8072'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AA8072'IN THE NORTHWEST 1/4 OF SECTION 3, T-5-N, R-12-E, BRUCE TOWNSHIP.
 AA8072'ABOUT 6.0 MI (9.7 KM) NORTH OF ROMEO, 2.25 MI (3.62 KM) SOUTH OF
 AA8072'ALMONT, AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-53
 AA8072'AND ST.  CLAIR STREET IN ALMONT, GO SOUTH ALONG HIGHWAY M-53 FOR 2.5
 AA8072'MI (4.0 KM) TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 35.0
 AA8072'FT (10.7 M) NORTH FROM THE NORTH EDGE OF THE SOUTH DRIVE TO ST. JOSEPH
 AA8072'MERCY HOSPITAL, 30.0 FT (9.1 M) NORTHWESTERLY FROM A LIGHT POLE, 19.55
 AA8072'FT (5.96 M) EASTERLY FROM THE EAST EDGE HIGHWAY M-53 PAVEMENT, AND
 AA8072'19.15 FT (5.84 M) WESTERLY FROM THE WESTERLY EDGE CONCRETE SIGN BASE
 AA8072'FOR HOSPITAL SIGN AT 80650 HIGHWAY M-53.
 AA8072
 AA8072                          STATION RECOVERY (1994)
 AA8072
 AA8072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8072'STATION IS LOCATED IN QUAD 420831, ABOUT 6 MI (9.7 KM) NORTH OF ROMEO,
 AA8072'2.3 MI (3.7 KM) SOUTH OF ALMONT, ALONG STATE HIGHWAY 53, ON THE
 AA8072'RIGHT-OF-WAY, ON THE ALMONT QUADRANGLE MAP, IN THE NORTHWEST 1/4 OF
 AA8072'SECTION 3, T 5 N, R 12 E, BRUCE TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT
 AA8072'OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND
 AA8072'ST.  CLAIR STREET IN ALMONT, GO SOUTH ALONG HIGHWAY 53 FOR 2.5 MI (4.0
 AA8072'KM) TO THE STATION ON THE LEFT.  STATION IS 35.0 FT (10.7 M) NORTH
 AA8072'FROM THE NORTH EDGE OF THE SOUTH DRIVE TO ST.  JOSEPH MERCY HOSPITAL,
 AA8072'30.0 FT (9.1 M) NORTHWESTERLY FROM A LIGHT POLE, 19.55 FT (5.96 M)
 AA8072'EASTERLY FROM THE EAST EDGE OF HIGHWAY 53 PAVEMENT, 19.15 FT (5.84 M)
 AA8072'WESTERLY FROM THE WESTERLY EDGE OF CONCRETE SIGN BASE FOR HOSPITAL
 AA8072'SIGN AT 80650 HIGHWAY 53, AND 72.0 FT (21.9 M) NORTHWESTERLY FROM A
 AA8072'FIBERGLASS WITNESS POST AT A UTILITY POLE.
 AA8072
 AA8072                          STATION RECOVERY (1999)
 AA8072
 AA8072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8072'RECOVERED IN GOOD CONDITION.
 AA8072
 AA8072                          STATION RECOVERY (2002)
 AA8072
 AA8072'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2002 (CWB)
 AA8072'RECOVERED AS DESCRIBED.
 AA8072
 AA8072                          STATION RECOVERY (2004)
 AA8072
 AA8072'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 AA8072'RECOVERED IN GOOD CONDITION.
 AA8072
 AA8072                          STATION RECOVERY (2006)
 AA8072
 AA8072'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AA8072'RECOVERED IN GOOD CONDITION.
 AA8072
 AA8072                          STATION RECOVERY (2006)
 AA8072
 AA8072'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA8072'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, 6.1 METERS (20.0
 AA8072'FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY M-53, 3.7 METERS
 AA8072'(12.0 FEET) SOUTHWEST OF THE SAINT JOSEPH'S HOSPITAL SIGN, AND 0.24
 AA8072'METERS (0.8 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6377 ***********************************************************************
 DI6377  DESIGNATION -  50600
 DI6377  PID         -  DI6377
 DI6377  STATE/COUNTY-  MI/MACOMB
 DI6377  COUNTRY     -  US
 DI6377  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6377
 DI6377                         *CURRENT SURVEY CONTROL
 DI6377  ______________________________________________________________________
 DI6377* NAD 83(1986) POSITION- 42 26 55.     (N) 083 00 51.     (W)   SCALED
 DI6377* NAVD 88 ORTHO HEIGHT -   190.422 (meters)      624.74  (feet) ADJUSTED
 DI6377  ______________________________________________________________________
 DI6377  GEOID HEIGHT    -        -34.499 (meters)                     GEOID18
 DI6377  DYNAMIC HEIGHT  -        190.369 (meters)      624.57  (feet) COMP
 DI6377  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 DI6377
 DI6377  VERT ORDER      -  SECOND    CLASS I
 DI6377
 DI6377.The horizontal coordinates were scaled from a map and have
 DI6377.an estimated accuracy of +/- 6 seconds.
 DI6377
 DI6377.The orthometric height was determined by differential leveling and
 DI6377.adjusted by the NATIONAL GEODETIC SURVEY
 DI6377.in July 2007.
 DI6377
 DI6377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6377.GEOID18 height accuracy estimate available here.
 DI6377
 DI6377.Click photographs - Photos may exist for this station.
 DI6377
 DI6377.The dynamic height is computed by dividing the NAVD 88
 DI6377.geopotential number by the normal gravity value computed on the
 DI6377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6377.degrees latitude (g = 980.6199 gals.).
 DI6377
 DI6377.The modeled gravity was interpolated from observed gravity values.
 DI6377
 DI6377;                    North         East    Units  Estimated Accuracy
 DI6377;SPC MI S     -   106,260.    4,111,250.      MT  (+/- 180 meters Scaled)
 DI6377
 DI6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH343015(NAD 83)
 DI6377
 DI6377                          SUPERSEDED SURVEY CONTROL
 DI6377
 DI6377.No superseded survey control is available for this station.
 DI6377
 DI6377_MARKER: DD = SURVEY DISK
 DI6377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6377_STAMPING: 50600 2006
 DI6377_MARK LOGO: MIDT
 DI6377_PROJECTION: FLUSH
 DI6377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6377+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DI6377
 DI6377  HISTORY     - Date     Condition        Report By
 DI6377  HISTORY     - 20060519 MONUMENTED       MIDT
 DI6377  HISTORY     - 20251119 GOOD             SPICE
 DI6377
 DI6377                          STATION DESCRIPTION
 DI6377
 DI6377'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6377'THE STATION IS LOCATED 4.8 MILES (7.72 KILOMETERS) NORTHWEST OF HARPER
 DI6377'WOODS, 2.5 MILES (4.02 KILOMETERS) SOUTH OF CENTER LINE, AND 5.2 MILES
 DI6377'(8.37 KILOMETERS) NORTHEAST OF HIGHLAND PARK, LOCATED NORTH OF STATE
 DI6377'HIGHWAY M-102 (8 MILE ROAD) AND BETWEEN MAC ARTHUR BOULEVARD AND
 DI6377'MULLIN AVENUE.
 DI6377'
 DI6377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6377'ROAD) WITH HOOVER ROAD, GO WEST ON STATE HIGHWAY M-102 (8 MILE ROAD)
 DI6377'FOR 0.4 MILES (0.64 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6377'
 DI6377'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6377'DISK STAMPED --50600 2006-- SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6377'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 34.7 METERS
 DI6377'(114.0 FEET) EAST OF THE WESTERLY DRIVE OF SECO CARBOLOY INC,
 DI6377'ADDRESS--11177--, 2.1 METERS (6.8 FEET) EAST-SOUTHEAST OF A LIGHT
 DI6377'POLE, 2.0 METERS (6.7 FEET) NORTHWEST OF THE CENTER OF A CATCH BASIN,
 DI6377'1.7 METERS (5.7 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, 0.7 METERS
 DI6377'(2.4 FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET)
 DI6377'SOUTH OF A CARSONITE WITNESS POST.
 DI6377
 DI6377                          STATION RECOVERY (2025)
 DI6377
 DI6377'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (BJE)
 DI6377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6378 ***********************************************************************
 DI6378  DESIGNATION -  50601
 DI6378  PID         -  DI6378
 DI6378  STATE/COUNTY-  MI/MACOMB
 DI6378  COUNTRY     -  US
 DI6378  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6378
 DI6378                         *CURRENT SURVEY CONTROL
 DI6378  ______________________________________________________________________
 DI6378* NAD 83(1986) POSITION- 42 26 55.     (N) 083 02 39.     (W)   SCALED
 DI6378* NAVD 88 ORTHO HEIGHT -   190.622 (meters)      625.40  (feet) ADJUSTED
 DI6378  ______________________________________________________________________
 DI6378  GEOID HEIGHT    -        -34.464 (meters)                     GEOID18
 DI6378  DYNAMIC HEIGHT  -        190.569 (meters)      625.23  (feet) COMP
 DI6378  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 DI6378
 DI6378  VERT ORDER      -  SECOND    CLASS I
 DI6378
 DI6378.The horizontal coordinates were scaled from a map and have
 DI6378.an estimated accuracy of +/- 6 seconds.
 DI6378
 DI6378.The orthometric height was determined by differential leveling and
 DI6378.adjusted by the NATIONAL GEODETIC SURVEY
 DI6378.in July 2007.
 DI6378
 DI6378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6378.GEOID18 height accuracy estimate available here.
 DI6378
 DI6378.Click photographs - Photos may exist for this station.
 DI6378
 DI6378.The dynamic height is computed by dividing the NAVD 88
 DI6378.geopotential number by the normal gravity value computed on the
 DI6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6378.degrees latitude (g = 980.6199 gals.).
 DI6378
 DI6378.The modeled gravity was interpolated from observed gravity values.
 DI6378
 DI6378;                    North         East    Units  Estimated Accuracy
 DI6378;SPC MI S     -   106,220.    4,108,790.      MT  (+/- 180 meters Scaled)
 DI6378
 DI6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318016(NAD 83)
 DI6378
 DI6378                          SUPERSEDED SURVEY CONTROL
 DI6378
 DI6378.No superseded survey control is available for this station.
 DI6378
 DI6378_MARKER: DD = SURVEY DISK
 DI6378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6378_STAMPING: 50601 2006
 DI6378_MARK LOGO: MIDT
 DI6378_PROJECTION: FLUSH
 DI6378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6378+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DI6378
 DI6378  HISTORY     - Date     Condition        Report By
 DI6378  HISTORY     - 20060519 MONUMENTED       MIDT
 DI6378  HISTORY     - 20070919 GOOD             TETRA
 DI6378
 DI6378                          STATION DESCRIPTION
 DI6378
 DI6378'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6378'THE STATION IS LOCATED 6.3 MILES (10.14 KILOMETERS) NORTHWEST OF
 DI6378'HARPER WOODS, 2.6 MILES (4.18 KILOMETERS) SOUTHWEST OF CENTER LINE,
 DI6378'AND 4.0 MILES (6.44 KILOMETERS) NORTHEAST OF HIGHLAND PARK, LOCATED
 DI6378'EAST OF MOUND ROAD AND BETWEEN EXTENDED HAYDEN STREET AND STATE
 DI6378'HIGHWAY M-102 (8 MILE ROAD).
 DI6378'
 DI6378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6378'ROAD) WITH HOOVER ROAD, GO WEST ON STATE HIGHWAY M-102 (8 MILE ROAD)
 DI6378'FOR 1.9 MILES (3.06 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6378'
 DI6378'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6378'DISK STAMPED --50601 2006-- SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6378'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.2 METERS (46.7
 DI6378'FEET) NORTH-NORTHEAST OF A POWER POLE, 10.4 METERS (34.0 FEET) WEST OF
 DI6378'THE CENTERLINE OF NORTHBOUND MOUND ROAD, 7.5 METERS (24.5 FEET) SOUTH
 DI6378'OF THE CENTER OF THE DRIVE TO TIM HORTON'S ADDRESS--20700--, 0.8
 DI6378'METERS (2.6 FEET) WEST OF THE EDGE OF A WALK, AND 0.99 METERS (3.2
 DI6378'FEET) WEST OF A CARSONITE WITNESS POST.
 DI6378
 DI6378                          STATION RECOVERY (2007)
 DI6378
 DI6378'RECOVERY NOTE BY TETRA TECH INCORPORATED 2007 (ANB)
 DI6378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6409 ***********************************************************************
 DI6409  DESIGNATION -  50602
 DI6409  PID         -  DI6409
 DI6409  STATE/COUNTY-  MI/MACOMB
 DI6409  COUNTRY     -  US
 DI6409  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6409
 DI6409                         *CURRENT SURVEY CONTROL
 DI6409  ______________________________________________________________________
 DI6409* NAD 83(1986) POSITION- 42 28 13.     (N) 083 02 43.     (W)   SCALED
 DI6409* NAVD 88 ORTHO HEIGHT -   190.545 (meters)      625.15  (feet) ADJUSTED
 DI6409  ______________________________________________________________________
 DI6409  GEOID HEIGHT    -        -34.465 (meters)                     GEOID18
 DI6409  DYNAMIC HEIGHT  -        190.491 (meters)      624.97  (feet) COMP
 DI6409  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 DI6409
 DI6409  VERT ORDER      -  SECOND    CLASS I
 DI6409
 DI6409.The horizontal coordinates were scaled from a map and have
 DI6409.an estimated accuracy of +/- 6 seconds.
 DI6409
 DI6409.The orthometric height was determined by differential leveling and
 DI6409.adjusted by the NATIONAL GEODETIC SURVEY
 DI6409.in July 2007.
 DI6409
 DI6409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6409.GEOID18 height accuracy estimate available here.
 DI6409
 DI6409.Click photographs - Photos may exist for this station.
 DI6409
 DI6409.The dynamic height is computed by dividing the NAVD 88
 DI6409.geopotential number by the normal gravity value computed on the
 DI6409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6409.degrees latitude (g = 980.6199 gals.).
 DI6409
 DI6409.The modeled gravity was interpolated from observed gravity values.
 DI6409
 DI6409;                    North         East    Units  Estimated Accuracy
 DI6409;SPC MI S     -   108,630.    4,108,660.      MT  (+/- 180 meters Scaled)
 DI6409
 DI6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318040(NAD 83)
 DI6409
 DI6409                          SUPERSEDED SURVEY CONTROL
 DI6409
 DI6409.No superseded survey control is available for this station.
 DI6409
 DI6409_MARKER: DD = SURVEY DISK
 DI6409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6409_STAMPING: 50602 2005
 DI6409_MARK LOGO: MIDT
 DI6409_PROJECTION: FLUSH
 DI6409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6409+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 DI6409
 DI6409  HISTORY     - Date     Condition        Report By
 DI6409  HISTORY     - 20050922 MONUMENTED       MIDT
 DI6409  HISTORY     - 20090420 GOOD             INDIV
 DI6409
 DI6409                          STATION DESCRIPTION
 DI6409
 DI6409'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6409'THE STATION IS LOCATED ABOUT 1.7 KILOMETERS (1.1 MILES) (AIR LINE)
 DI6409'SOUTHWEST OF WARREN, 6.5 KILOMETERS (4.04 MILES) EAST-NORTHEAST OF
 DI6409'FERNDALE, AND 10.8 KILOMETERS (6.71 MILES) SOUTHEAST OF CLAWSON.  THE
 DI6409'STATION IS ABOUT 0.8 KILOMETERS (0.5 MILES) SOUTH OF THE INTERSECTION
 DI6409'OF MOUND ROAD AND TEN MILE ROAD IN WARREN, EAST OF AND ACROSS FROM
 DI6409'PRIVATE ENTRANCE --24055--, AND IN THE GRASS MEDIAN BETWEEN SOUTHBOUND
 DI6409'MOUND ROAD AND NORTHBOUND MOUND ROAD.
 DI6409'
 DI6409'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND TEN MILE ROAD
 DI6409'IN WARREN, GO SOUTH ON MOUND ROAD FOR 0.8 KILOMETERS (0.5 MILES) TO
 DI6409'--24055-- MOUND ROAD, JUST BEFORE STEPHENS ROAD, AND THE STATION ON
 DI6409'THE LEFT.
 DI6409'
 DI6409'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6409'--50602 2006-- SET INTO A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE
 DI6409'POST FLUSH WITH THE GRADE.  THE STATION IS 57.3 METERS (188.0 FEET)
 DI6409'NORTH OF THE CENTERLINE OF STEPHENS ROAD, AND 7.5 METERS (24.6 FEET)
 DI6409'EAST OF THE EAST EDGE OF THE SOUTHBOUND LANES OF MOUND ROAD.
 DI6409
 DI6409                          STATION RECOVERY (2009)
 DI6409
 DI6409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (SJB)
 DI6409'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6410 ***********************************************************************
 DI6410  DESIGNATION -  50603
 DI6410  PID         -  DI6410
 DI6410  STATE/COUNTY-  MI/MACOMB
 DI6410  COUNTRY     -  US
 DI6410  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6410
 DI6410                         *CURRENT SURVEY CONTROL
 DI6410  ______________________________________________________________________
 DI6410* NAD 83(1986) POSITION- 42 29 07.     (N) 083 02 45.     (W)   SCALED
 DI6410* NAVD 88 ORTHO HEIGHT -   183.327 (meters)      601.47  (feet) ADJUSTED
 DI6410  ______________________________________________________________________
 DI6410  GEOID HEIGHT    -        -34.470 (meters)                     GEOID18
 DI6410  DYNAMIC HEIGHT  -        183.275 (meters)      601.29  (feet) COMP
 DI6410  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 DI6410
 DI6410  VERT ORDER      -  SECOND    CLASS I
 DI6410
 DI6410.The horizontal coordinates were scaled from a map and have
 DI6410.an estimated accuracy of +/- 6 seconds.
 DI6410
 DI6410.The orthometric height was determined by differential leveling and
 DI6410.adjusted by the NATIONAL GEODETIC SURVEY
 DI6410.in July 2007.
 DI6410
 DI6410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6410.GEOID18 height accuracy estimate available here.
 DI6410
 DI6410.Click photographs - Photos may exist for this station.
 DI6410
 DI6410.The dynamic height is computed by dividing the NAVD 88
 DI6410.geopotential number by the normal gravity value computed on the
 DI6410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6410.degrees latitude (g = 980.6199 gals.).
 DI6410
 DI6410.The modeled gravity was interpolated from observed gravity values.
 DI6410
 DI6410;                    North         East    Units  Estimated Accuracy
 DI6410;SPC MI S     -   110,290.    4,108,590.      MT  (+/- 180 meters Scaled)
 DI6410
 DI6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318056(NAD 83)
 DI6410
 DI6410                          SUPERSEDED SURVEY CONTROL
 DI6410
 DI6410.No superseded survey control is available for this station.
 DI6410
 DI6410_MARKER: DD = SURVEY DISK
 DI6410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6410_STAMPING: 50603 2005
 DI6410_MARK LOGO: MIDT
 DI6410_PROJECTION: RECESSED 13 CENTIMETERS
 DI6410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6410+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DI6410
 DI6410  HISTORY     - Date     Condition        Report By
 DI6410  HISTORY     - 20050922 MONUMENTED       MIDT
 DI6410
 DI6410                          STATION DESCRIPTION
 DI6410
 DI6410'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6410'THE STATION IS LOCATED ABOUT 1.5 KILOMETERS (0.9 MILES) (AIR LINE)
 DI6410'WEST OF WARREN, 6.8 KILOMETERS (4.23 MILES) EAST-NORTHEAST OF
 DI6410'FERNDALE, AND 10.2 KILOMETERS (6.34 MILES) SOUTHEAST OF CLAWSON.  THE
 DI6410'STATION IS ABOUT 0.4 KILOMETERS (0.25 MILES) NORTH OF THE INTERSECTION
 DI6410'OF MOUND ROAD AND TEN MILE ROAD IN THE CITY OF WARREN, NORTH OF THE
 DI6410'FRAZHO ROAD OVERPASS OVER MOUND ROAD AND SOUTH OF THE OVERPASS OVER
 DI6410'MOUND ROAD OF THE EASTBOUND ENTRY RAMP ONTO INTERSTATE HIGHWAY 696,
 DI6410'AND IN THE GRASS MEDIAN BETWEEN NORTHBOUND MOUND ROAD AND SOUTHBOUND
 DI6410'MOUND ROAD.
 DI6410'
 DI6410'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND TEN MILE ROAD
 DI6410'IN WARREN, GO NORTH ON MOUND ROAD FOR 1.0 KILOMETER (0.6 MILES) TO THE
 DI6410'STATION ON THE LEFT.
 DI6410'
 DI6410'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6410'--50603 2006-- SET IN A (41 CENTIMETER) DIAMETER CONCRETE POST ABOUT 5
 DI6410'INCHES (13 CENTIMETERS) BELOW THE GRADE.  THE STATION IS ABOUT 155.0
 DI6410'METERS (508.5 FEET) NORTH OF THE FRAZHO ROAD OVERPASS OVER MOUND ROAD,
 DI6410'82.0  METERS SOUTH OF THE OVERPASS OVER MOUND ROAD OF THE EASTBOUND
 DI6410'ENTRY RAMP ONTO INTERSTATE HIGHWAY 696, AND 3.0 METERS (9.8 FEET) EAST
 DI6410'OF THE EAST EDGE OF THE LANES OF THE SOUTHBOUND LANES OF MOUND ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6411 ***********************************************************************
 DI6411  DESIGNATION -  50604
 DI6411  PID         -  DI6411
 DI6411  STATE/COUNTY-  MI/MACOMB
 DI6411  COUNTRY     -  US
 DI6411  USGS QUAD   -  WARREN (2017)
 DI6411
 DI6411                         *CURRENT SURVEY CONTROL
 DI6411  ______________________________________________________________________
 DI6411* NAD 83(1986) POSITION- 42 30 08.     (N) 083 02 46.     (W)   SCALED
 DI6411* NAVD 88 ORTHO HEIGHT -   188.443 (meters)      618.25  (feet) ADJUSTED
 DI6411  ______________________________________________________________________
 DI6411  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 DI6411  DYNAMIC HEIGHT  -        188.390 (meters)      618.08  (feet) COMP
 DI6411  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 DI6411
 DI6411  VERT ORDER      -  SECOND    CLASS I
 DI6411
 DI6411.The horizontal coordinates were scaled from a map and have
 DI6411.an estimated accuracy of +/- 6 seconds.
 DI6411
 DI6411.The orthometric height was determined by differential leveling and
 DI6411.adjusted by the NATIONAL GEODETIC SURVEY
 DI6411.in July 2007.
 DI6411
 DI6411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6411.GEOID18 height accuracy estimate available here.
 DI6411
 DI6411.Click photographs - Photos may exist for this station.
 DI6411
 DI6411.The dynamic height is computed by dividing the NAVD 88
 DI6411.geopotential number by the normal gravity value computed on the
 DI6411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6411.degrees latitude (g = 980.6199 gals.).
 DI6411
 DI6411.The modeled gravity was interpolated from observed gravity values.
 DI6411
 DI6411;                    North         East    Units  Estimated Accuracy
 DI6411;SPC MI S     -   112,180.    4,108,530.      MT  (+/- 180 meters Scaled)
 DI6411
 DI6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318075(NAD 83)
 DI6411
 DI6411                          SUPERSEDED SURVEY CONTROL
 DI6411
 DI6411.No superseded survey control is available for this station.
 DI6411
 DI6411_MARKER: DD = SURVEY DISK
 DI6411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6411_STAMPING: 50604 2005
 DI6411_MARK LOGO: MIDT
 DI6411_PROJECTION: FLUSH
 DI6411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6411+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DI6411
 DI6411  HISTORY     - Date     Condition        Report By
 DI6411  HISTORY     - 20050922 MONUMENTED       MIDT
 DI6411  HISTORY     - 20140416 MARK NOT FOUND   C2AE
 DI6411
 DI6411                          STATION DESCRIPTION
 DI6411
 DI6411'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6411'THE STATION IS LOCATED ABOUT 3.2 KILOMETERS (2.0 MILES) (AIR LINE)
 DI6411'NORTH-NORTHWEST OF WARREN, 7.8 KILOMETERS (4.85 MILES) NORTHEAST OF
 DI6411'FERNDALE, AND 8.8 KILOMETERS (5.47 MILES) SOUTHWEST OF CLAWSON.  THE
 DI6411'STATION IS NORTH OF ELMER AVENUE, SOUTH OF ENTERPRISE COURT, EAST-OF
 DI6411'AND ACROSS-FROM SOUTHBOUND MOUND ROAD FROM THE POST OFFICE AT
 DI6411'--28401-- MOUND ROAD, AND IN THE GRASS MEDIAN BETWEEN SOUTHBOUND MOUND
 DI6411'ROAD AND  NORTHBOUND MOUND ROAD.
 DI6411'
 DI6411'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND TEN MILE ROAD
 DI6411'IN WARREN, GO NORTH ON MOUND ROAD FOR 2.8 KILOMETERS (1.7 MILES) TO
 DI6411'THE STATION ON THE LEFT.
 DI6411'
 DI6411'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6411'--50604 2006-- SET IN A 16-INCH (41 CM) DIAMETER CONCRETE POST FLUSH
 DI6411'WITH THE GRADE.  THE STATION IS ABOUT 274.0 METERS (898.9 FEET) NORTH
 DI6411'OF ELMER AVENUE, 110 METERS (360.9 FEET) SOUTH OF ENTERPRISE COURT,
 DI6411'0.9 METERS (3.0 FEET) EAST OF THE EAST BACK OF THE CURB FOR SOUTHBOUND
 DI6411'MOUND ROAD, AND 8.0 METERS (26.2 FEET) NORTH OF THE EXTENDED
 DI6411'CENTERLINE OF THE NORTH ENTRANCE TO THE POST OFFICE.
 DI6411
 DI6411                          STATION RECOVERY (2014)
 DI6411
 DI6411'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (MGS)
 DI6411'MARK NOT FOUND, POSSIBLE NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6412 ***********************************************************************
 DI6412  DESIGNATION -  50605
 DI6412  PID         -  DI6412
 DI6412  STATE/COUNTY-  MI/MACOMB
 DI6412  COUNTRY     -  US
 DI6412  USGS QUAD   -  WARREN (2017)
 DI6412
 DI6412                         *CURRENT SURVEY CONTROL
 DI6412  ______________________________________________________________________
 DI6412* NAD 83(1986) POSITION- 42 31 11.     (N) 083 02 50.     (W)   SCALED
 DI6412* NAVD 88 ORTHO HEIGHT -   188.369 (meters)      618.01  (feet) ADJUSTED
 DI6412  ______________________________________________________________________
 DI6412  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 DI6412  DYNAMIC HEIGHT  -        188.317 (meters)      617.84  (feet) COMP
 DI6412  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 DI6412
 DI6412  VERT ORDER      -  SECOND    CLASS I
 DI6412
 DI6412.The horizontal coordinates were scaled from a map and have
 DI6412.an estimated accuracy of +/- 6 seconds.
 DI6412
 DI6412.The orthometric height was determined by differential leveling and
 DI6412.adjusted by the NATIONAL GEODETIC SURVEY
 DI6412.in July 2007.
 DI6412
 DI6412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6412.GEOID18 height accuracy estimate available here.
 DI6412
 DI6412.Click photographs - Photos may exist for this station.
 DI6412
 DI6412.The dynamic height is computed by dividing the NAVD 88
 DI6412.geopotential number by the normal gravity value computed on the
 DI6412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6412.degrees latitude (g = 980.6199 gals.).
 DI6412
 DI6412.The modeled gravity was interpolated from observed gravity values.
 DI6412
 DI6412;                    North         East    Units  Estimated Accuracy
 DI6412;SPC MI S     -   114,120.    4,108,410.      MT  (+/- 180 meters Scaled)
 DI6412
 DI6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318095(NAD 83)
 DI6412
 DI6412                          SUPERSEDED SURVEY CONTROL
 DI6412
 DI6412.No superseded survey control is available for this station.
 DI6412
 DI6412_MARKER: DD = SURVEY DISK
 DI6412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6412_STAMPING: 50605 2005
 DI6412_MARK LOGO: MIDT
 DI6412_PROJECTION: FLUSH
 DI6412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6412+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DI6412
 DI6412  HISTORY     - Date     Condition        Report By
 DI6412  HISTORY     - 20050922 MONUMENTED       MIDT
 DI6412
 DI6412                          STATION DESCRIPTION
 DI6412
 DI6412'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6412'THE STATION IS LOCATED ABOUT 4.5 KILOMETERS (2.8 MILES) (AIR LINE)
 DI6412'NORTH-NORTHWEST OF WARREN, 8.8 KILOMETERS (5.5 MILES) NORTHEAST OF
 DI6412'FERNDALE, AND 8.3 KILOMETERS (5.16 MILES) EAST-SOUTHEAST OF CLAWSON.
 DI6412'THE STATION IS ABOUT 4.7 KILOMETERS (2.92 MILES) NORTH OF THE
 DI6412'INTERSECTION OF MOUND ROAD AND TEN MILE ROAD IN WARREN, LOCATED IN THE
 DI6412'WEST SIDE OF THE GRASS MEDIAN BETWEEN SOUTHBOUND MOUND ROAD AND
 DI6412'NORTHBOUND MOUND ROAD.
 DI6412'
 DI6412'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND TEN MILE ROAD
 DI6412'IN WARREN, GO NORTH ON MOUND ROAD FOR 4.7 KILOMETERS (2.9 MILES) TO
 DI6412'THE STATION ON THE LEFT.
 DI6412'
 DI6412'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6412'--50605 2006-- SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6412'FLUSH WITH THE GRADE.  THE STATION IS ABOUT 76.0 METERS (249.3 FEET)
 DI6412'NORTH OF THE TURNAROUND BETWEEN NORTHBOUND MOUND ROAD AND SOUTHBOUND
 DI6412'MOUND ROAD, 117.0 METERS (383.9 FEET) SOUTH OF THE CENTER OF THE
 DI6412'INTERSECTION OF SOUTHBOUND MOUND ROAD AND EASTBOUND THIRTEEN MILE
 DI6412'ROAD, AND 1.1 METERS (3.6 FEET) EAST OF THE BACK OF THE CURB OF
 DI6412'SOUTHBOUND MOUND ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6413 ***********************************************************************
 DI6413  DESIGNATION -  50606
 DI6413  PID         -  DI6413
 DI6413  STATE/COUNTY-  MI/MACOMB
 DI6413  COUNTRY     -  US
 DI6413  USGS QUAD   -  WARREN (2017)
 DI6413
 DI6413                         *CURRENT SURVEY CONTROL
 DI6413  ______________________________________________________________________
 DI6413* NAD 83(2011) POSITION- 42 31 56.19627(N) 083 02 52.50459(W)   ADJUSTED
 DI6413* NAD 83(2011) ELLIP HT-   153.409 (meters)        (06/27/12)   ADJUSTED
 DI6413* NAD 83(2011) EPOCH   -  2010.00
 DI6413* NAVD 88 ORTHO HEIGHT -   187.912 (meters)      616.51  (feet) ADJUSTED
 DI6413  ______________________________________________________________________
 DI6413  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 DI6413  NAD 83(2011) X  -    569,773.495 (meters)                     COMP
 DI6413  NAD 83(2011) Y  - -4,672,736.796 (meters)                     COMP
 DI6413  NAD 83(2011) Z  -  4,289,461.193 (meters)                     COMP
 DI6413  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DI6413  DYNAMIC HEIGHT  -        187.859 (meters)      616.33  (feet) COMP
 DI6413  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 DI6413
 DI6413  VERT ORDER      -  SECOND    CLASS I
 DI6413
 DI6413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6413  Standards:
 DI6413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6413  -------------------------------------------------------------------
 DI6413  NETWORK    0.25   0.37           0.11   0.09   0.19     -0.02802900
 DI6413  -------------------------------------------------------------------
 DI6413  Click here for local accuracies and other accuracy information.
 DI6413
 DI6413.The horizontal coordinates were established by GPS observations
 DI6413.and adjusted by the National Geodetic Survey in June 2012.
 DI6413
 DI6413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6413.been affixed to the stable North American tectonic plate. See 
 DI6413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6413
 DI6413.The horizontal coordinates are valid at the epoch date displayed above
 DI6413.which is a decimal equivalence of Year/Month/Day.
 DI6413
 DI6413.The orthometric height was determined by differential leveling and
 DI6413.adjusted by the NATIONAL GEODETIC SURVEY
 DI6413.in July 2007.
 DI6413
 DI6413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6413.GEOID18 height accuracy estimate available here.
 DI6413
 DI6413.Click photographs - Photos may exist for this station.
 DI6413
 DI6413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6413
 DI6413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6413
 DI6413.The ellipsoidal height was determined by GPS observations
 DI6413.and is referenced to NAD 83.
 DI6413
 DI6413.The dynamic height is computed by dividing the NAVD 88
 DI6413.geopotential number by the normal gravity value computed on the
 DI6413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6413.degrees latitude (g = 980.6199 gals.).
 DI6413
 DI6413.The modeled gravity was interpolated from observed gravity values.
 DI6413
 DI6413. The following values were computed from the NAD 83(2011) position.
 DI6413
 DI6413;                    North         East     Units Scale Factor Converg.
 DI6413;SPC MI S     -   115,511.054 4,108,331.595   MT  0.99992572   +0 53 50.8
 DI6413;SPC MI S     -   378,973.27 13,478,778.20   iFT  0.99992572   +0 53 50.8
 DI6413;UTM  17      - 4,710,909.397   331,813.929   MT  0.99994803   -1 23 05.0
 DI6413
 DI6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6413!SPC MI S     -   0.99997594  x   0.99992572  =   0.99990166
 DI6413!UTM  17      -   0.99997594  x   0.99994803  =   0.99992397
 DI6413
 DI6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3181310909(NAD 83)
 DI6413
 DI6413                          SUPERSEDED SURVEY CONTROL
 DI6413
 DI6413  NAD 83(2007)-  42 31 56.19647(N)    083 02 52.50530(W) AD(2002.00) 1
 DI6413  ELLIP H (06/10/07)  153.419  (m)                       GP(2002.00) 4 1
 DI6413  NAVD 88             187.91   (m)          616.5    (f) LEVELING    3  
 DI6413
 DI6413.Superseded values are not recommended for survey control.
 DI6413
 DI6413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6413.See file dsdata.pdf to determine how the superseded data were derived.
 DI6413
 DI6413_MARKER: DD = SURVEY DISK
 DI6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6413_STAMPING: 50606 2005
 DI6413_MARK LOGO: MIDT
 DI6413_PROJECTION: FLUSH
 DI6413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6413+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 DI6413
 DI6413  HISTORY     - Date     Condition        Report By
 DI6413  HISTORY     - 20050921 MONUMENTED       MIDT
 DI6413  HISTORY     - 20140416 GOOD             C2AE
 DI6413  HISTORY     - 20200626 GOOD             MIDT
 DI6413  HISTORY     - 20251002 MARK NOT FOUND   USACED
 DI6413
 DI6413                          STATION DESCRIPTION
 DI6413
 DI6413'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6413'THE STATION IS LOCATED ABOUT 6.1 KILOMETERS (3.8 MILES) (AIR LINE)
 DI6413'NORTH OF WARREN, 9.9 KILOMETERS (6.15 MILES) NORTHEAST OF FERNDALE,
 DI6413'AND 8.1 KILOMETERS (5.03 MILES) EAST OF CLAWSON.  THE STATION IS ABOUT
 DI6413'5.9 KILOMETERS (3.67 MILES) NORTH OF THE INTERSECTION OF MOUND ROAD
 DI6413'AND TEN MILE ROAD IN WARREN.
 DI6413'
 DI6413'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND TEN MILE ROAD
 DI6413'IN WARREN, GO NORTH ON MOUND ROAD FOR ABOUT 5.9 KILOMETERS (3.67
 DI6413'MILES) TO THE STATION ON THE LEFT, IN THE WEST SIDE OF THE GRASS
 DI6413'MEDIAN BETWEEN SOUTHBOUND MOUND ROAD AND NORTHBOUND MOUND ROAD.
 DI6413'
 DI6413'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER HEIGHT MODERNIZATION
 DI6413'DISK STAMPED 50606 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER
 DI6413'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS ABOUT 104.0
 DI6413'METERS (341.2 FEET) NORTH OF ARDEN AVENUE, 67.0 METERS (219.8 FEET)
 DI6413'SOUTH OF STREEFKERK DRIVE, AND 1.5 METERS (4.9 FEET) EAST OF THE BACK
 DI6413'OF THE CURB OF THE SOUTHBOUND LANES OF MOUND ROAD.
 DI6413
 DI6413                          STATION RECOVERY (2014)
 DI6413
 DI6413'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (MGS)
 DI6413'RECOVERED AS DESCRIBED.
 DI6413
 DI6413                          STATION RECOVERY (2020)
 DI6413
 DI6413'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6413'RECOVERED IN GOOD CONDITION.
 DI6413
 DI6413                          STATION RECOVERY (2025)
 DI6413
 DI6413'RECOVERY NOTE BY USACE DETROIT DISTRICT 2025 (DC)
 DI6413'AREA RECENTLY HAD A LOT OF RECENT CONSTRUCTION.  MARK APPEARS TO HAVE
 DI6413'BEEN DESTROYED/REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6414 ***********************************************************************
 DI6414  DESIGNATION -  50607
 DI6414  PID         -  DI6414
 DI6414  STATE/COUNTY-  MI/MACOMB
 DI6414  COUNTRY     -  US
 DI6414  USGS QUAD   -  WARREN (2017)
 DI6414
 DI6414                         *CURRENT SURVEY CONTROL
 DI6414  ______________________________________________________________________
 DI6414* NAD 83(1986) POSITION- 42 32 44.     (N) 083 02 54.     (W)   SCALED
 DI6414* NAVD 88 ORTHO HEIGHT -   187.855 (meters)      616.32  (feet) ADJUSTED
 DI6414  ______________________________________________________________________
 DI6414  GEOID HEIGHT    -        -34.514 (meters)                     GEOID18
 DI6414  DYNAMIC HEIGHT  -        187.803 (meters)      616.15  (feet) COMP
 DI6414  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 DI6414
 DI6414  VERT ORDER      -  SECOND    CLASS I
 DI6414
 DI6414.The horizontal coordinates were scaled from a map and have
 DI6414.an estimated accuracy of +/- 6 seconds.
 DI6414
 DI6414.The orthometric height was determined by differential leveling and
 DI6414.adjusted by the NATIONAL GEODETIC SURVEY
 DI6414.in July 2007.
 DI6414
 DI6414.No vertical observational check was made to the station.
 DI6414
 DI6414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6414.GEOID18 height accuracy estimate available here.
 DI6414
 DI6414.Click photographs - Photos may exist for this station.
 DI6414
 DI6414.The dynamic height is computed by dividing the NAVD 88
 DI6414.geopotential number by the normal gravity value computed on the
 DI6414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6414.degrees latitude (g = 980.6199 gals.).
 DI6414
 DI6414.The modeled gravity was interpolated from observed gravity values.
 DI6414
 DI6414;                    North         East    Units  Estimated Accuracy
 DI6414;SPC MI S     -   116,990.    4,108,270.      MT  (+/- 180 meters Scaled)
 DI6414
 DI6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318123(NAD 83)
 DI6414
 DI6414                          SUPERSEDED SURVEY CONTROL
 DI6414
 DI6414.No superseded survey control is available for this station.
 DI6414
 DI6414_MARKER: DD = SURVEY DISK
 DI6414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6414_STAMPING: 50607 2005
 DI6414_MARK LOGO: MIDT
 DI6414_PROJECTION: FLUSH
 DI6414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6414+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DI6414
 DI6414  HISTORY     - Date     Condition        Report By
 DI6414  HISTORY     - 20050921 MONUMENTED       MIDT
 DI6414  HISTORY     - 20080310 GOOD             ADVGEO
 DI6414
 DI6414                          STATION DESCRIPTION
 DI6414
 DI6414'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6414'THE STATION IS LOCATED ABOUT 3.8 KILOMETERS (2.4 MILES) (AIR LINE)
 DI6414'SOUTH OF STERLING HEIGHTS, 7.5 KILOMETERS (4.66 MILES) NORTH OF
 DI6414'WARREN, AND 8.2 KILOMETERS (5.1 MILES) EAST OF CLAWSON.  LOCATED ABOUT
 DI6414'2.2 KILOMETERS (1.37 MILES) SOUTH OF THE INTERSECTION OF MOUND ROAD
 DI6414'AND METROPOLITAN PARKWAY IN STERLING HEIGHTS, SOUTH OF KREGER STREET,
 DI6414'EAST-OF AND ACROSS FROM ADDRESS 34265 MOUND ROAD, NORTH OF PLYMOUTH
 DI6414'STREET, AND IN THE EAST  SIDE OF THE GRASS MEDIAN BETWEEN SOUTHBOUND
 DI6414'MOUND ROAD AND NORTHBOUND MOUND ROAD.
 DI6414'
 DI6414'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND METROPOLITAN
 DI6414'PARKWAY IN STERLING HEIGHTS, GO SOUTH ON MOUND ROAD FOR 2.2 KILOMETERS
 DI6414'(1.37 MILES) TO THE STATION ON THE LEFT.
 DI6414'
 DI6414'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6414'50607 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6414'FLUSH WITH THE GRADE, THE STATION IS ABOUT 33.0 METERS (108.3 FEET)
 DI6414'SOUTH OF THE CENTER OF THE INTERSECTION OF SOUTHBOUND MOUND ROAD AND
 DI6414'KREGER STREET, 192.0 METERS (629.9 FEET) NORTH OF THE INTERSECTION OF
 DI6414'SOUTHBOUND MOUND ROAD AND PLYMOUTH STREET, AND 1.5 METERS (4.9 FEET)
 DI6414'EAST OF THE BACK OF THE CURB OF SOUTHBOUND MOUND ROAD.
 DI6414
 DI6414                          STATION RECOVERY (2008)
 DI6414
 DI6414'RECOVERY NOTE BY ADVANCED GEOMATICS 2008 (TPH)
 DI6414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6415 ***********************************************************************
 DI6415  DESIGNATION -  50608
 DI6415  PID         -  DI6415
 DI6415  STATE/COUNTY-  MI/MACOMB
 DI6415  COUNTRY     -  US
 DI6415  USGS QUAD   -  WARREN (2017)
 DI6415
 DI6415                         *CURRENT SURVEY CONTROL
 DI6415  ______________________________________________________________________
 DI6415* NAD 83(1986) POSITION- 42 33 42.     (N) 083 02 57.     (W)   SCALED
 DI6415* NAVD 88 ORTHO HEIGHT -   189.647 (meters)      622.20  (feet) ADJUSTED
 DI6415  ______________________________________________________________________
 DI6415  GEOID HEIGHT    -        -34.532 (meters)                     GEOID18
 DI6415  DYNAMIC HEIGHT  -        189.593 (meters)      622.02  (feet) COMP
 DI6415  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 DI6415
 DI6415  VERT ORDER      -  SECOND    CLASS I
 DI6415
 DI6415.The horizontal coordinates were scaled from a map and have
 DI6415.an estimated accuracy of +/- 6 seconds.
 DI6415
 DI6415.The orthometric height was determined by differential leveling and
 DI6415.adjusted by the NATIONAL GEODETIC SURVEY
 DI6415.in July 2007.
 DI6415
 DI6415.No vertical observational check was made to the station.
 DI6415
 DI6415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6415.GEOID18 height accuracy estimate available here.
 DI6415
 DI6415.Click photographs - Photos may exist for this station.
 DI6415
 DI6415.The dynamic height is computed by dividing the NAVD 88
 DI6415.geopotential number by the normal gravity value computed on the
 DI6415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6415.degrees latitude (g = 980.6199 gals.).
 DI6415
 DI6415.The modeled gravity was interpolated from observed gravity values.
 DI6415
 DI6415;                    North         East    Units  Estimated Accuracy
 DI6415;SPC MI S     -   118,770.    4,108,180.      MT  (+/- 180 meters Scaled)
 DI6415
 DI6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH317141(NAD 83)
 DI6415
 DI6415                          SUPERSEDED SURVEY CONTROL
 DI6415
 DI6415.No superseded survey control is available for this station.
 DI6415
 DI6415_MARKER: DD = SURVEY DISK
 DI6415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6415_STAMPING: 50608 2005
 DI6415_MARK LOGO: MIDT
 DI6415_PROJECTION: FLUSH
 DI6415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6415+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DI6415
 DI6415  HISTORY     - Date     Condition        Report By
 DI6415  HISTORY     - 20050921 MONUMENTED       MIDT
 DI6415  HISTORY     - 20080310 GOOD             ADVGEO
 DI6415
 DI6415                          STATION DESCRIPTION
 DI6415
 DI6415'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6415'THE STATION IS LOCATED ABOUT 2.0 KILOMETERS (1.24 MILES) SOUTH OF
 DI6415'STERLING HEIGHTS, 9.1 KILOMETERS (5.65 MILES) NORTH OF WARREN, AND 8.5
 DI6415'KILOMETERS (5.28 MILES) EAST-NORTHEAST OF CLAWSON.  LOCATED ABOUT 0.4
 DI6415'KILOMETERS (0.25 MILES) SOUTH OF THE INTERSECTION OF MOUND ROAD AND
 DI6415'METROPOLITAN PARKWAY IN STERLING HEIGHTS, EAST-OF AND ACROSS FROM
 DI6415'NORTHVIEW BOULEVARD (THE ENTRANCE TO NORTHVIEW PARK APARTMENTS) AND IN
 DI6415'THE WEST SIDE OF THE GRASS MEDIAN BETWEEN SOUTHBOUND MOUND ROAD AND
 DI6415'NORTHBOUND MOUND ROAD.
 DI6415'
 DI6415'TO REACH THE STATION FROM THE JUNCTION OF MOUND ROAD AND METROPOLITAN
 DI6415'PARKWAY IN STERLING HEIGHTS, GO SOUTH ON MOUND ROAD FOR 0.4 KILOMETERS
 DI6415'(0.2 MILES) TO THE STATION ON THE LEFT.
 DI6415'
 DI6415'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6415'50608 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6415'FLUSH WITH THE GRADE, THE STATION IS ABOUT 0.4 KILOMETERS (0.25 MILES)
 DI6415'SOUTH OF THE INTERSECTION OF SOUTHBOUND MOUND ROAD AND EASTBOUND
 DI6415'METROPOLITAN PARKWAY, 18.1 METERS (59.4 FEET) WEST OF THE BACK OF THE
 DI6415'CURB OF NORTHBOUND MOUND ROAD, AND 1.4 METERS (4.6 FEET) EAST OF THE
 DI6415'BACK OF THE CURB OF SOUTHBOUND MOUND ROAD.
 DI6415
 DI6415                          STATION RECOVERY (2008)
 DI6415
 DI6415'RECOVERY NOTE BY ADVANCED GEOMATICS 2008 (TPH)
 DI6415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6416 ***********************************************************************
 DI6416  DESIGNATION -  50609
 DI6416  PID         -  DI6416
 DI6416  STATE/COUNTY-  MI/MACOMB
 DI6416  COUNTRY     -  US
 DI6416  USGS QUAD   -  WARREN (2017)
 DI6416
 DI6416                         *CURRENT SURVEY CONTROL
 DI6416  ______________________________________________________________________
 DI6416* NAD 83(1986) POSITION- 42 33 52.40   (N) 083 03 59.38   (W)   HD_HELD1
 DI6416* NAVD 88 ORTHO HEIGHT -   191.821 (meters)      629.33  (feet) ADJUSTED
 DI6416  ______________________________________________________________________
 DI6416  GEOID HEIGHT    -        -34.512 (meters)                     GEOID18
 DI6416  DYNAMIC HEIGHT  -        191.767 (meters)      629.16  (feet) COMP
 DI6416  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 DI6416
 DI6416  VERT ORDER      -  SECOND    CLASS I
 DI6416
 DI6416.The horizontal coordinates were determined by differentially corrected
 DI6416.hand held GPS observations or other comparable positioning techniques
 DI6416.and have an estimated accuracy of +/- 3 meters.
 DI6416
 DI6416.The orthometric height was determined by differential leveling and
 DI6416.adjusted by the NATIONAL GEODETIC SURVEY
 DI6416.in July 2007.
 DI6416
 DI6416.No vertical observational check was made to the station.
 DI6416
 DI6416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6416.GEOID18 height accuracy estimate available here.
 DI6416
 DI6416.Click photographs - Photos may exist for this station.
 DI6416
 DI6416.The dynamic height is computed by dividing the NAVD 88
 DI6416.geopotential number by the normal gravity value computed on the
 DI6416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6416.degrees latitude (g = 980.6199 gals.).
 DI6416
 DI6416.The modeled gravity was interpolated from observed gravity values.
 DI6416
 DI6416;                    North         East    Units  Estimated Accuracy
 DI6416;SPC MI S     -   119,072.3   4,106,750.3     MT  (+/- 3 meters HH1 GPS) 
 DI6416
 DI6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3037514530(NAD 83)
 DI6416
 DI6416                          SUPERSEDED SURVEY CONTROL
 DI6416
 DI6416.No superseded survey control is available for this station.
 DI6416
 DI6416_MARKER: DD = SURVEY DISK
 DI6416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6416_STAMPING: 50609 2005
 DI6416_MARK LOGO: MIDT
 DI6416_PROJECTION: FLUSH
 DI6416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6416+STABILITY: SURFACE MOTION
 DI6416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6416+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DI6416
 DI6416  HISTORY     - Date     Condition        Report By
 DI6416  HISTORY     - 20050921 MONUMENTED       MIDT
 DI6416  HISTORY     - 20200724 GOOD             MIDT
 DI6416  HISTORY     - 20210623 GOOD             MIDT
 DI6416
 DI6416                          STATION DESCRIPTION
 DI6416
 DI6416'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005
 DI6416'THE STATION IS LOCATED ABOUT 2.1 KILOMETERS (1.3 MILES) (AIR LINE)
 DI6416'SOUTHWEST OF STERLING HEIGHTS, 9.9 KILOMETERS (6.15 MILES) NORTH OF
 DI6416'WARREN, AND 7.5 KILOMETERS (4.66 MILES) EAST-NORTHEAST OF CLAWSON.
 DI6416'LOCATED ABOUT 1.4 KILOMETERS (0.87 MILES) WEST OF THE INTERSECTION OF
 DI6416'METROPOLITAN PARKWAY AND MOUND ROAD IN STERLING HEIGHTS, WEST OF
 DI6416'ENGLESIDE DRIVE, EAST OF SUSAN STREET, AND IN THE SOUTH SIDE OF THE
 DI6416'GRASS MEDIAN BETWEEN WESTBOUND METROPOLITAN PARKWAY AND EASTBOUND
 DI6416'METROPOLITAN PARKWAY.
 DI6416'
 DI6416'TO REACH THE STATION FROM THE JUNCTION OF METROPOLITAN PARKWAY AND
 DI6416'MOUND ROAD IN STERLING HEIGHTS, GO WEST ON METROPOLITAN PARKWAY FOR
 DI6416'1.4 KILOMETERS (0.87 MILES) TO THE STATION ON THE LEFT.
 DI6416'
 DI6416'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6416'50609 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6416'FLUSH WITH THE GRADE, THE STATION IS ABOUT 94.0 METERS (308.4 FEET)
 DI6416'WEST OF THE INTERSECTION OF EASTBOUND METROPOLITAN PARKWAY AND
 DI6416'ENGLESIDE DRIVE, 67.0 METERS (219.8 FEET) EAST OF THE TURNAROUND
 DI6416'BETWEEN WESTBOUND METROPOLITAN PARKWAY AND EASTBOUND METROPOLITAN
 DI6416'PARKWAY, AND 1.6 METERS (5.2 FEET) NORTH OF THE BACK OF THE CURB OF
 DI6416'EASTBOUND METROPOLITAN PARKWAY.
 DI6416
 DI6416                          STATION RECOVERY (2020)
 DI6416
 DI6416'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6416'RECOVERED IN GOOD CONDITION.
 DI6416
 DI6416                          STATION RECOVERY (2021)
 DI6416
 DI6416'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 DI6416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6417 ***********************************************************************
 DI6417  DESIGNATION -  50610
 DI6417  PID         -  DI6417
 DI6417  STATE/COUNTY-  MI/MACOMB
 DI6417  COUNTRY     -  US
 DI6417  USGS QUAD   -  UTICA (2017)
 DI6417
 DI6417                         *CURRENT SURVEY CONTROL
 DI6417  ______________________________________________________________________
 DI6417* NAD 83(1986) POSITION- 42 42 45.     (N) 083 05 13.     (W)   SCALED
 DI6417* NAVD 88 ORTHO HEIGHT -   239.282 (meters)      785.04  (feet) ADJUSTED
 DI6417  ______________________________________________________________________
 DI6417  GEOID HEIGHT    -        -34.780 (meters)                     GEOID18
 DI6417  DYNAMIC HEIGHT  -        239.210 (meters)      784.81  (feet) COMP
 DI6417  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 DI6417
 DI6417  VERT ORDER      -  SECOND    CLASS I
 DI6417
 DI6417.The horizontal coordinates were scaled from a map and have
 DI6417.an estimated accuracy of +/- 6 seconds.
 DI6417
 DI6417.The orthometric height was determined by differential leveling and
 DI6417.adjusted by the NATIONAL GEODETIC SURVEY
 DI6417.in July 2007.
 DI6417
 DI6417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6417.GEOID18 height accuracy estimate available here.
 DI6417
 DI6417.Click photographs - Photos may exist for this station.
 DI6417
 DI6417.The dynamic height is computed by dividing the NAVD 88
 DI6417.geopotential number by the normal gravity value computed on the
 DI6417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6417.degrees latitude (g = 980.6199 gals.).
 DI6417
 DI6417.The modeled gravity was interpolated from observed gravity values.
 DI6417
 DI6417;                    North         East    Units  Estimated Accuracy
 DI6417;SPC MI S     -   135,480.    4,104,820.      MT  (+/- 180 meters Scaled)
 DI6417
 DI6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH291310(NAD 83)
 DI6417
 DI6417                          SUPERSEDED SURVEY CONTROL
 DI6417
 DI6417.No superseded survey control is available for this station.
 DI6417
 DI6417_MARKER: DD = SURVEY DISK
 DI6417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6417_STAMPING: 50610 2005
 DI6417_MARK LOGO: MIDT
 DI6417_PROJECTION: FLUSH
 DI6417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6417+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 DI6417
 DI6417  HISTORY     - Date     Condition        Report By
 DI6417  HISTORY     - 20050914 MONUMENTED       MIDT
 DI6417
 DI6417                          STATION DESCRIPTION
 DI6417
 DI6417'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6417'THE STATION IS LOCATED ABOUT 2.6 KILOMETERS (AIR LINE) SOUTH OF MOUNT
 DI6417'VERNON, 4.4 KILOMETERS (2.73 MILES) WEST-SOUTHWEST OF WASHINGTON, AND
 DI6417'5.2 KILOMETERS (3.23 MILES) NORTHEAST OF ROCHESTER, LOCATED WEST OF
 DI6417'COVENTRY DRIVE, EAST OF DICKENS DRIVE, AND SOUTH-OF AND IN THE
 DI6417'RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6417'
 DI6417'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD AND VAN
 DI6417'DYKE AVENUE IN THE TOWNSHIP OF SHELBY, GO WEST ON 26 MILE ROAD FOR 4.9
 DI6417'KILOMETERS (3.04 MILES) TO THE STATION ON THE LEFT.
 DI6417'
 DI6417'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6417'50610 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6417'FLUSH WITH THE GRADE, ABOUT 114.0 METERS (374.0 FEET) EAST OF THE
 DI6417'CENTERLINE OF DICKENS DRIVE, 7.6 METERS (24.9 FEET) EAST OF A FIRE
 DI6417'HYDRANT, AND 3.0 METERS (9.8 FEET) SOUTH OF THE SOUTH EDGE OF THE
 DI6417'PAVEMENT OF 26 MILE   ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6418 ***********************************************************************
 DI6418  DESIGNATION -  50611
 DI6418  PID         -  DI6418
 DI6418  STATE/COUNTY-  MI/MACOMB
 DI6418  COUNTRY     -  US
 DI6418  USGS QUAD   -  UTICA (2017)
 DI6418
 DI6418                         *CURRENT SURVEY CONTROL
 DI6418  ______________________________________________________________________
 DI6418* NAD 83(1986) POSITION- 42 42 44.     (N) 083 03 56.     (W)   SCALED
 DI6418* NAVD 88 ORTHO HEIGHT -   245.004 (meters)      803.82  (feet) ADJUSTED
 DI6418  ______________________________________________________________________
 DI6418  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 DI6418  DYNAMIC HEIGHT  -        244.931 (meters)      803.58  (feet) COMP
 DI6418  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 DI6418
 DI6418  VERT ORDER      -  SECOND    CLASS I
 DI6418
 DI6418.The horizontal coordinates were scaled from a map and have
 DI6418.an estimated accuracy of +/- 6 seconds.
 DI6418
 DI6418.The orthometric height was determined by differential leveling and
 DI6418.adjusted by the NATIONAL GEODETIC SURVEY
 DI6418.in July 2007.
 DI6418
 DI6418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6418.GEOID18 height accuracy estimate available here.
 DI6418
 DI6418.Click photographs - Photos may exist for this station.
 DI6418
 DI6418.The dynamic height is computed by dividing the NAVD 88
 DI6418.geopotential number by the normal gravity value computed on the
 DI6418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6418.degrees latitude (g = 980.6199 gals.).
 DI6418
 DI6418.The modeled gravity was interpolated from observed gravity values.
 DI6418
 DI6418;                    North         East    Units  Estimated Accuracy
 DI6418;SPC MI S     -   135,470.    4,106,570.      MT  (+/- 180 meters Scaled)
 DI6418
 DI6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH308309(NAD 83)
 DI6418
 DI6418                          SUPERSEDED SURVEY CONTROL
 DI6418
 DI6418.No superseded survey control is available for this station.
 DI6418
 DI6418_MARKER: DD = SURVEY DISK
 DI6418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6418_STAMPING: 50611 2005
 DI6418_MARK LOGO: MIDT
 DI6418_PROJECTION: FLUSH
 DI6418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6418+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 DI6418
 DI6418  HISTORY     - Date     Condition        Report By
 DI6418  HISTORY     - 20050914 MONUMENTED       MIDT
 DI6418
 DI6418                          STATION DESCRIPTION
 DI6418
 DI6418'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6418'THE STATION IS LOCATED ABOUT 2.8 KILOMETERS (1.74 MILES) SOUTHWEST OF
 DI6418'WASHINGTON, 6.5 KILOMETERS (4.04 MILES) EAST-NORTHEAST OF ROCHESTER,
 DI6418'AND 3.2 KILOMETERS (1.99 MILES) SOUTH-SOUTHWEST OF MOUNT VERNON,
 DI6418'LOCATED WEST OF EASTBOUND MAIN PARK DRIVE, EAST OF WESTBOUND MAIN PARK
 DI6418'DRIVE, AND SOUTH-OF AND IN THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6418'
 DI6418'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD AND VAN DYKE
 DI6418'AVENUE IN THE TOWNSHIP OF SHELBY, GO WEST ON 26 MILE ROAD FOR ABOUT
 DI6418'2.4 KILOMETERS (1.49 MILES) TO WESTBOUND MAIN PARK DRIVE, VEER LEFT
 DI6418'ONTO WESTBOUND MAIN PARK DRIVE, THEN IMMEDIATELY TURN LEFT, EAST, AT
 DI6418'THE LIGHT ONTO EASTBOUND 26 MILE ROAD AND GO EAST FOR ABOUT 26.0
 DI6418'METERS (85.3 FEET) TO THE STATION ON THE RIGHT.
 DI6418'
 DI6418'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6418'50611 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6418'FLUSH WITH THE GRADE, ABOUT 138.0 METERS (452.8 FEET) EAST OF THE
 DI6418'CENTERLINE OF WESTBOUND MAIN PARK DRIVE, AND 4.1 METERS (13.5 FEET)
 DI6418'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF EASTBOUND 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6419 ***********************************************************************
 DI6419  DESIGNATION -  50612
 DI6419  PID         -  DI6419
 DI6419  STATE/COUNTY-  MI/MACOMB
 DI6419  COUNTRY     -  US
 DI6419  USGS QUAD   -  UTICA (2017)
 DI6419
 DI6419                         *CURRENT SURVEY CONTROL
 DI6419  ______________________________________________________________________
 DI6419* NAD 83(2011) POSITION- 42 42 48.50765(N) 083 02 46.12834(W)   ADJUSTED
 DI6419* NAD 83(2011) ELLIP HT-   179.782 (meters)        (06/27/12)   ADJUSTED
 DI6419* NAD 83(2011) EPOCH   -  2010.00
 DI6419* NAVD 88 ORTHO HEIGHT -   214.613 (meters)      704.11  (feet) ADJUSTED
 DI6419  ______________________________________________________________________
 DI6419  GEOID HEIGHT    -        -34.835 (meters)                     GEOID18
 DI6419  NAD 83(2011) X  -    568,270.025 (meters)                     COMP
 DI6419  NAD 83(2011) Y  - -4,659,208.010 (meters)                     COMP
 DI6419  NAD 83(2011) Z  -  4,304,290.454 (meters)                     COMP
 DI6419  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DI6419  DYNAMIC HEIGHT  -        214.549 (meters)      703.90  (feet) COMP
 DI6419  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 DI6419
 DI6419  VERT ORDER      -  SECOND    CLASS I
 DI6419
 DI6419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6419  Standards:
 DI6419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6419  -------------------------------------------------------------------
 DI6419  NETWORK    0.26   0.43           0.12   0.09   0.22      0.00536762
 DI6419  -------------------------------------------------------------------
 DI6419  Click here for local accuracies and other accuracy information.
 DI6419
 DI6419.The horizontal coordinates were established by GPS observations
 DI6419.and adjusted by the National Geodetic Survey in June 2012.
 DI6419
 DI6419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6419.been affixed to the stable North American tectonic plate. See 
 DI6419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6419
 DI6419.The horizontal coordinates are valid at the epoch date displayed above
 DI6419.which is a decimal equivalence of Year/Month/Day.
 DI6419
 DI6419.The orthometric height was determined by differential leveling and
 DI6419.adjusted by the NATIONAL GEODETIC SURVEY
 DI6419.in July 2007.
 DI6419
 DI6419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6419.GEOID18 height accuracy estimate available here.
 DI6419
 DI6419.Click photographs - Photos may exist for this station.
 DI6419
 DI6419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6419
 DI6419.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6419
 DI6419.The ellipsoidal height was determined by GPS observations
 DI6419.and is referenced to NAD 83.
 DI6419
 DI6419.The dynamic height is computed by dividing the NAVD 88
 DI6419.geopotential number by the normal gravity value computed on the
 DI6419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6419.degrees latitude (g = 980.6199 gals.).
 DI6419
 DI6419.The modeled gravity was interpolated from observed gravity values.
 DI6419
 DI6419. The following values were computed from the NAD 83(2011) position.
 DI6419
 DI6419;                    North         East     Units Scale Factor Converg.
 DI6419;SPC MI S     -   135,637.609 4,108,161.417   MT  0.99991134   +0 53 55.1
 DI6419;SPC MI S     -   445,005.28 13,478,219.87   iFT  0.99991134   +0 53 55.1
 DI6419;UTM  17      - 4,731,027.323   332,446.200   MT  0.99994540   -1 23 17.8
 DI6419
 DI6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6419!SPC MI S     -   0.99997181  x   0.99991134  =   0.99988315
 DI6419!UTM  17      -   0.99997181  x   0.99994540  =   0.99991721
 DI6419
 DI6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3244631027(NAD 83)
 DI6419
 DI6419                          SUPERSEDED SURVEY CONTROL
 DI6419
 DI6419  NAD 83(2007)-  42 42 48.50775(N)    083 02 46.12920(W) AD(2002.00) 1
 DI6419  ELLIP H (06/10/07)  179.788  (m)                       GP(2002.00) 4 1
 DI6419  NAVD 88             214.61   (m)          704.1    (f) LEVELING    3  
 DI6419
 DI6419.Superseded values are not recommended for survey control.
 DI6419
 DI6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6419.See file dsdata.pdf to determine how the superseded data were derived.
 DI6419
 DI6419_MARKER: DD = SURVEY DISK
 DI6419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6419_STAMPING: 50612 2005
 DI6419_MARK LOGO: MIDT
 DI6419_PROJECTION: FLUSH
 DI6419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6419+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 DI6419
 DI6419  HISTORY     - Date     Condition        Report By
 DI6419  HISTORY     - 20050914 MONUMENTED       MIDT
 DI6419  HISTORY     - 20120125 GOOD             INDIV
 DI6419  HISTORY     - 20200707 GOOD             MIDT
 DI6419  HISTORY     - 20250614 GOOD             MIDT
 DI6419
 DI6419                          STATION DESCRIPTION
 DI6419
 DI6419'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6419'THE STATION IS LOCATED ABOUT 1.6 KILOMETERS (1.0 MILES) (AIR LINE)
 DI6419'SOUTHWEST OF WASHINGTON, 7.9 KILOMETERS (4.91 MILES) EAST-NORTHEAST OF
 DI6419'ROCHESTER, AND 4.5 KILOMETERS (2.8 MILES) SOUTHEAST OF MOUNT VERNON,
 DI6419'LOCATED WEST OF PINECONE BOULEVARD, EAST OF ABERDEEN DRIVE, AND WITHIN
 DI6419'THE RIGHT-OF-WAY OF THE EASTBOUND LANE OF 26 MILE ROAD.
 DI6419'
 DI6419'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD WITH VAN
 DI6419'DYKE AVENUE, GO WEST ON 26 MILE ROAD FOR ABOUT 1.0 KILOMETER (0.62
 DI6419'MILES) TURN LEFT AT THE TURNAROUND THROUGH THE MEDIAN AND PROCEED EAST
 DI6419'ON 26 MILE ROAD TO THE STATION ON THE RIGHT, ABOUT 34.0 METERS (111.5
 DI6419'FEET) PAST THE PRIVATE ENTRANCE--6760--.
 DI6419'
 DI6419'THE STATION IS A 4-INCH (10 CENTIMETER) HEIGHT MODERNIZATION DISK
 DI6419'STAMPED 50612 2005 SET IN A 16 INCH (41 CENTIMETER) DIAMETER CONCRETE
 DI6419'POST FLUSH WITH THE GROUND.  THE STATION IS ABOUT 127.0 METERS (416.7
 DI6419'FEET) EAST OF THE CENTERLINE OF ABERDEEN DRIVE, 34.0 METERS (111.5
 DI6419'FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--6760--, 13.0 METERS
 DI6419'(42.7 FEET) NORTH OF THE NORTH EDGE OF AN ASPHALT SIDEWALK, AND 4.4
 DI6419'METERS (14.4 FEET) SOUTH OF THE CENTERLINE OF 26 MILE ROAD.
 DI6419'--NOTE--NO WITNESS POSTS.
 DI6419
 DI6419                          STATION RECOVERY (2012)
 DI6419
 DI6419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 DI6419'RECOVERED IN GOOD CONDITION.
 DI6419
 DI6419                          STATION RECOVERY (2020)
 DI6419
 DI6419'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6419'RECOVERED IN GOOD CONDITION.
 DI6419
 DI6419                          STATION RECOVERY (2025)
 DI6419
 DI6419'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6419'THE MARK IS 3 FT (0.9 M) NORTH OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6420 ***********************************************************************
 DI6420  DESIGNATION -  50613
 DI6420  PID         -  DI6420
 DI6420  STATE/COUNTY-  MI/MACOMB
 DI6420  COUNTRY     -  US
 DI6420  USGS QUAD   -  UTICA (2017)
 DI6420
 DI6420                         *CURRENT SURVEY CONTROL
 DI6420  ______________________________________________________________________
 DI6420* NAD 83(1986) POSITION- 42 42 50.     (N) 083 01 40.     (W)   SCALED
 DI6420* NAVD 88 ORTHO HEIGHT -   206.471 (meters)      677.40  (feet) ADJUSTED
 DI6420  ______________________________________________________________________
 DI6420  GEOID HEIGHT    -        -34.857 (meters)                     GEOID18
 DI6420  DYNAMIC HEIGHT  -        206.410 (meters)      677.20  (feet) COMP
 DI6420  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 DI6420
 DI6420  VERT ORDER      -  SECOND    CLASS I
 DI6420
 DI6420.The horizontal coordinates were scaled from a map and have
 DI6420.an estimated accuracy of +/- 6 seconds.
 DI6420
 DI6420.The orthometric height was determined by differential leveling and
 DI6420.adjusted by the NATIONAL GEODETIC SURVEY
 DI6420.in July 2007.
 DI6420
 DI6420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6420.GEOID18 height accuracy estimate available here.
 DI6420
 DI6420.Click photographs - Photos may exist for this station.
 DI6420
 DI6420.The dynamic height is computed by dividing the NAVD 88
 DI6420.geopotential number by the normal gravity value computed on the
 DI6420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6420.degrees latitude (g = 980.6199 gals.).
 DI6420
 DI6420.The modeled gravity was interpolated from observed gravity values.
 DI6420
 DI6420;                    North         East    Units  Estimated Accuracy
 DI6420;SPC MI S     -   135,710.    4,109,670.      MT  (+/- 180 meters Scaled)
 DI6420
 DI6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH339310(NAD 83)
 DI6420
 DI6420                          SUPERSEDED SURVEY CONTROL
 DI6420
 DI6420.No superseded survey control is available for this station.
 DI6420
 DI6420_MARKER: DD = SURVEY DISK
 DI6420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6420_STAMPING: 50613 2005
 DI6420_MARK LOGO: MIDT
 DI6420_PROJECTION: FLUSH
 DI6420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6420+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 DI6420
 DI6420  HISTORY     - Date     Condition        Report By
 DI6420  HISTORY     - 20050914 MONUMENTED       MIDT
 DI6420
 DI6420                          STATION DESCRIPTION
 DI6420
 DI6420'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6420'THE STATION IS LOCATED ABOUT 3.81 MILES (6.1 KILOMETERS) (AIR LINE)
 DI6420'WEST-SOUTHWEST OF DAVIS, 6.1 KILOMETERS (3.79 MILES) WEST-NORTHWEST OF
 DI6420'MACOMB, AND 1.3 KILOMETERS (0.81 MILES) SOUTH-SOUTHEAST OF WASHINGTON.
 DI6420'LOCATED ON THE WEST APPROACH EMBANKMENT OF THE 26 MILE ROAD OVERPASS
 DI6420'OVER STATE HIGHWAY M-53, SOUTH-OF AND IN THE RIGHT-OF-WAY OF THE
 DI6420'EASTBOUND LANES OF 26 MILE ROAD.
 DI6420'
 DI6420'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD AND VAN DYKE
 DI6420'AVENUE, GO EAST ON 26 MILE ROAD FOR 0.5 KILOMETERS (0.31 MILES) TO THE
 DI6420'STATION ON THE RIGHT.
 DI6420'
 DI6420'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6420'50613 2005 SET IN A 16-INCH (41 CM) DIAMETER CONCRETE POST FLUSH WITH
 DI6420'THE GROUND.  THE STATION IS ABOUT 80.0 METERS (262.5 FEET) EAST OF THE
 DI6420'EAST EDGE OF THE PAVEMENT OF THE SOUTHBOUND ENTRY RAMP FROM 26 MILE
 DI6420'ROAD ONTO STATE HIGHWAY M-53, 7.1 METERS (23.3 FEET) WEST OF THE WEST
 DI6420'END OF THE  GUARDRAIL OF THE 26 MILE ROAD OVERPASS OVER STATE HIGHWAY
 DI6420'M-53, AND 1.5 METERS (4.9 FEET) SOUTH OF THE SOUTH EDGE OF THE
 DI6420'PAVEMENT OF 26 MILE ROAD.
 DI6420'
 DI6420'--NOTE--NO CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6421 ***********************************************************************
 DI6421  DESIGNATION -  50614
 DI6421  PID         -  DI6421
 DI6421  STATE/COUNTY-  MI/MACOMB
 DI6421  COUNTRY     -  US
 DI6421  USGS QUAD   -  UTICA (2017)
 DI6421
 DI6421                         *CURRENT SURVEY CONTROL
 DI6421  ______________________________________________________________________
 DI6421* NAD 83(1986) POSITION- 42 42 52.     (N) 083 00 19.     (W)   SCALED
 DI6421* NAVD 88 ORTHO HEIGHT -   204.600 (meters)      671.26  (feet) ADJUSTED
 DI6421  ______________________________________________________________________
 DI6421  GEOID HEIGHT    -        -34.878 (meters)                     GEOID18
 DI6421  DYNAMIC HEIGHT  -        204.539 (meters)      671.06  (feet) COMP
 DI6421  MODELED GRAVITY -    980,318.7   (mgal)                       NAVD 88
 DI6421
 DI6421  VERT ORDER      -  SECOND    CLASS I
 DI6421
 DI6421.The horizontal coordinates were scaled from a map and have
 DI6421.an estimated accuracy of +/- 6 seconds.
 DI6421
 DI6421.The orthometric height was determined by differential leveling and
 DI6421.adjusted by the NATIONAL GEODETIC SURVEY
 DI6421.in July 2007.
 DI6421
 DI6421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6421.GEOID18 height accuracy estimate available here.
 DI6421
 DI6421.Click photographs - Photos may exist for this station.
 DI6421
 DI6421.The dynamic height is computed by dividing the NAVD 88
 DI6421.geopotential number by the normal gravity value computed on the
 DI6421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6421.degrees latitude (g = 980.6199 gals.).
 DI6421
 DI6421.The modeled gravity was interpolated from observed gravity values.
 DI6421
 DI6421;                    North         East    Units  Estimated Accuracy
 DI6421;SPC MI S     -   135,800.    4,111,510.      MT  (+/- 180 meters Scaled)
 DI6421
 DI6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH357310(NAD 83)
 DI6421
 DI6421                          SUPERSEDED SURVEY CONTROL
 DI6421
 DI6421.No superseded survey control is available for this station.
 DI6421
 DI6421_MARKER: DD = SURVEY DISK
 DI6421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6421_STAMPING: 50614 2005
 DI6421_MARK LOGO: MIDT
 DI6421_PROJECTION: FLUSH
 DI6421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6421+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 DI6421
 DI6421  HISTORY     - Date     Condition        Report By
 DI6421  HISTORY     - 20050914 MONUMENTED       MIDT
 DI6421  HISTORY     - 20120125 GOOD             INDIV
 DI6421
 DI6421                          STATION DESCRIPTION
 DI6421
 DI6421'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6421'THE STATION IS LOCATED ABOUT 2.9 KILOMETERS (1.8 MILES) (AIR LINE)
 DI6421'WEST-SOUTHWEST OF DAVIS, 2.8 KILOMETERS (1.74 MILES) WEST-NORTHWEST OF
 DI6421'MACOMB, AND 2.8 KILOMETERS (1.74 MILES) EAST-SOUTHEAST OF WASHINGTON.
 DI6421'WEST OF JEWELL ROAD, EAST OF SCHOENHERR ROAD, AND SOUTH-OF AND IN THE
 DI6421'RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6421'
 DI6421'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD WITH VAN DYKE
 DI6421'AVENUE IN THE TOWNSHIP OF SHELBY, GO EAST ON 26 MILE ROAD FOR 2.4
 DI6421'KILOMETERS (1.49 MILES) TO THE STATION ON THE RIGHT, SOUTH-OF AND IN
 DI6421'THE RIGHT-OF-WAY OF EASTBOUND 26 MILE ROAD.
 DI6421'
 DI6421'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6421'50614 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6421'FLUSH WITH THE GRADE.  ABOUT 38.0 METERS (124.7 FEET) WEST OF THE
 DI6421'CENTER OF PRIVATE ENTRANCE--12750--, AND 2.7 METERS (8.9 FEET) SOUTH
 DI6421'OF THE SOUTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
 DI6421'
 DI6421'--NOTE--STATION IS UNDER HIGH VOLTAGE ELECTRICAL POWER LINES.
 DI6421
 DI6421                          STATION RECOVERY (2012)
 DI6421
 DI6421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 DI6421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6422 ***********************************************************************
 DI6422  DESIGNATION -  50615
 DI6422  PID         -  DI6422
 DI6422  STATE/COUNTY-  MI/MACOMB
 DI6422  COUNTRY     -  US
 DI6422  USGS QUAD   -  WALDENBURG (2017)
 DI6422
 DI6422                         *CURRENT SURVEY CONTROL
 DI6422  ______________________________________________________________________
 DI6422* NAD 83(2011) POSITION- 42 42 54.82894(N) 082 58 58.68671(W)   ADJUSTED
 DI6422* NAD 83(2011) ELLIP HT-   160.553 (meters)        (06/27/12)   ADJUSTED
 DI6422* NAD 83(2011) EPOCH   -  2010.00
 DI6422* NAVD 88 ORTHO HEIGHT -   195.443 (meters)      641.22  (feet) ADJUSTED
 DI6422  ______________________________________________________________________
 DI6422  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 DI6422  NAD 83(2011) X  -    573,389.348 (meters)                     COMP
 DI6422  NAD 83(2011) Y  - -4,658,433.212 (meters)                     COMP
 DI6422  NAD 83(2011) Z  -  4,304,420.733 (meters)                     COMP
 DI6422  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DI6422  DYNAMIC HEIGHT  -        195.385 (meters)      641.03  (feet) COMP
 DI6422  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 DI6422
 DI6422  VERT ORDER      -  SECOND    CLASS I
 DI6422
 DI6422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6422  Standards:
 DI6422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6422  -------------------------------------------------------------------
 DI6422  NETWORK    0.29   0.43           0.13   0.10   0.22     -0.00428856
 DI6422  -------------------------------------------------------------------
 DI6422  Click here for local accuracies and other accuracy information.
 DI6422
 DI6422.The horizontal coordinates were established by GPS observations
 DI6422.and adjusted by the National Geodetic Survey in June 2012.
 DI6422
 DI6422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6422.been affixed to the stable North American tectonic plate. See 
 DI6422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6422
 DI6422.The horizontal coordinates are valid at the epoch date displayed above
 DI6422.which is a decimal equivalence of Year/Month/Day.
 DI6422
 DI6422.The orthometric height was determined by differential leveling and
 DI6422.adjusted by the NATIONAL GEODETIC SURVEY
 DI6422.in July 2007.
 DI6422
 DI6422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6422.GEOID18 height accuracy estimate available here.
 DI6422
 DI6422.Click photographs - Photos may exist for this station.
 DI6422
 DI6422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6422
 DI6422.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6422
 DI6422.The ellipsoidal height was determined by GPS observations
 DI6422.and is referenced to NAD 83.
 DI6422
 DI6422.The dynamic height is computed by dividing the NAVD 88
 DI6422.geopotential number by the normal gravity value computed on the
 DI6422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6422.degrees latitude (g = 980.6199 gals.).
 DI6422
 DI6422.The modeled gravity was interpolated from observed gravity values.
 DI6422
 DI6422. The following values were computed from the NAD 83(2011) position.
 DI6422
 DI6422;                    North         East     Units Scale Factor Converg.
 DI6422;SPC MI S     -   135,915.731 4,113,332.572   MT  0.99991125   +0 56 29.9
 DI6422;SPC MI S     -   445,917.75 13,495,185.60   iFT  0.99991125   +0 56 29.9
 DI6422;UTM  17      - 4,731,098.867   337,624.456   MT  0.99992438   -1 20 43.6
 DI6422
 DI6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6422!SPC MI S     -   0.99997482  x   0.99991125  =   0.99988607
 DI6422!UTM  17      -   0.99997482  x   0.99992438  =   0.99989920
 DI6422
 DI6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3762431098(NAD 83)
 DI6422
 DI6422                          SUPERSEDED SURVEY CONTROL
 DI6422
 DI6422  NAD 83(2007)-  42 42 54.82905(N)    082 58 58.68756(W) AD(2002.00) 1
 DI6422  ELLIP H (06/10/07)  160.558  (m)                       GP(2002.00) 4 1
 DI6422  NAVD 88             195.44   (m)          641.2    (f) LEVELING    3  
 DI6422
 DI6422.Superseded values are not recommended for survey control.
 DI6422
 DI6422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6422.See file dsdata.pdf to determine how the superseded data were derived.
 DI6422
 DI6422_MARKER: DD = SURVEY DISK
 DI6422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6422_STAMPING: 50615 2005
 DI6422_MARK LOGO: MIDT
 DI6422_PROJECTION: FLUSH
 DI6422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6422+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2024
 DI6422
 DI6422  HISTORY     - Date     Condition        Report By
 DI6422  HISTORY     - 20050915 MONUMENTED       MIDT
 DI6422  HISTORY     - 20111204 GOOD             INDIV
 DI6422  HISTORY     - 20200707 GOOD             MIDT
 DI6422  HISTORY     - 20240926 GOOD             USGS
 DI6422
 DI6422                          STATION DESCRIPTION
 DI6422
 DI6422'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6422'THE STATION IS LOCATED ABOUT 2.8 KILOMETERS (1.7 MILES) (AIR LINE)
 DI6422'SOUTHWEST OF DAVIS, 2.5 KILOMETERS (1.55 MILES) NORTHWEST OF DAVIS,
 DI6422'AND 4.2 KILOMETERS (2.61 MILES) EAST-SOUTHEAST OF WASHINGTON.  THE
 DI6422'STATION IS ABOUT 4.2 KILOMETERS (2.61 MILES) EAST OF THE INTERSECTION
 DI6422'OF 26 MILE ROAD AND VAN DYKE AVENUE IN THE TOWNSHIP OF SHELBY, EAST OF
 DI6422'WILLOW RIDGE BOULEVARD, WEST OF HAWTHORN DRIVE, AND SOUTH-OF AND IN
 DI6422'THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6422'
 DI6422'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD WITH VAN DYKE
 DI6422'AVENUE, GO EAST ON 26 MILE ROAD ABOUT 4.2 KILOMETER (2.61 MILES) TO
 DI6422'THE STATION ON THE RIGHT, JUST WEST OF THE BEGINNING OF THE TAPER
 DI6422'WHERE 26 MILE ROAD WIDENS FOR THE INTERSECTION WITH HAWTHORN DRIVE.
 DI6422'
 DI6422'THE MONUMENT IS A 4-INCH (10 CENTIMETER) HEIGHT MODERNIZATION DISK
 DI6422'STAMPED 50615 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE
 DI6422'POST FLUSH WITH THE GROUND.  THE STATION IS 35.0 METERS (114.8 FEET)
 DI6422'WEST OF THE CENTERLINE OF HAWTHORN DRIVE, AND 2.9 METERS (9.5 FEET)
 DI6422'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
 DI6422
 DI6422                          STATION RECOVERY (2011)
 DI6422
 DI6422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ALG)
 DI6422'RECOVERED IN GOOD CONDITION.
 DI6422
 DI6422                          STATION RECOVERY (2020)
 DI6422
 DI6422'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6422'THE MARK IS 36.5 FT (11.1 M) WEST OF A POWER POLE.
 DI6422
 DI6422                          STATION RECOVERY (2024)
 DI6422
 DI6422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (JF)
 DI6422'THE BENCH MARK IS SITUATED SLIGHTLY WEST OF HAWTHORN DRIVE, ACROSS 26
 DI6422'MI (41.8 KM) ROAD.  TO ACCESS THE STATION, YOU CAN TURN RIGHT OUT OF
 DI6422'HAWTHORN DRIVE AND PARK ON THE SIDE OF 26 MI (41.8 KM) ROAD.  PREVIOUS
 DI6422'MARKERS, SUCH AS SPRAY-PAINT ON THE ROAD AND A STICK IDENTIFYING THE
 DI6422'BENCH MARK HAVE BEEN REMOVED.  THE BENCH MARK MAY BE PARTIALLY COVERED
 DI6422'BY GRASS, BUT IT CAN BE LOCATED BETWEEN THE TWO UTILITY POLES, CLOSER
 DI6422'TO THE POLE ACROSS FROM HAWTHORN DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6423 ***********************************************************************
 DI6423  DESIGNATION -  50616
 DI6423  PID         -  DI6423
 DI6423  STATE/COUNTY-  MI/MACOMB
 DI6423  COUNTRY     -  US
 DI6423  USGS QUAD   -  WALDENBURG (2017)
 DI6423
 DI6423                         *CURRENT SURVEY CONTROL
 DI6423  ______________________________________________________________________
 DI6423* NAD 83(1986) POSITION- 42 42 58.     (N) 082 57 39.     (W)   SCALED
 DI6423* NAVD 88 ORTHO HEIGHT -   195.157 (meters)      640.28  (feet) ADJUSTED
 DI6423  ______________________________________________________________________
 DI6423  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 DI6423  DYNAMIC HEIGHT  -        195.099 (meters)      640.09  (feet) COMP
 DI6423  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 DI6423
 DI6423  VERT ORDER      -  SECOND    CLASS I
 DI6423
 DI6423.The horizontal coordinates were scaled from a map and have
 DI6423.an estimated accuracy of +/- 6 seconds.
 DI6423
 DI6423.The orthometric height was determined by differential leveling and
 DI6423.adjusted by the NATIONAL GEODETIC SURVEY
 DI6423.in July 2007.
 DI6423
 DI6423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6423.GEOID18 height accuracy estimate available here.
 DI6423
 DI6423.Click photographs - Photos may exist for this station.
 DI6423
 DI6423.The dynamic height is computed by dividing the NAVD 88
 DI6423.geopotential number by the normal gravity value computed on the
 DI6423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6423.degrees latitude (g = 980.6199 gals.).
 DI6423
 DI6423.The modeled gravity was interpolated from observed gravity values.
 DI6423
 DI6423;                    North         East    Units  Estimated Accuracy
 DI6423;SPC MI S     -   136,040.    4,115,140.      MT  (+/- 180 meters Scaled)
 DI6423
 DI6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH394311(NAD 83)
 DI6423
 DI6423                          SUPERSEDED SURVEY CONTROL
 DI6423
 DI6423.No superseded survey control is available for this station.
 DI6423
 DI6423_MARKER: DD = SURVEY DISK
 DI6423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6423_STAMPING: 50616 2005
 DI6423_MARK LOGO: MIDT
 DI6423_PROJECTION: FLUSH
 DI6423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6423+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 DI6423
 DI6423  HISTORY     - Date     Condition        Report By
 DI6423  HISTORY     - 20050915 MONUMENTED       MIDT
 DI6423
 DI6423                          STATION DESCRIPTION
 DI6423
 DI6423'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6423'THE STATION IS LOCATED ABOUT 1.6 KILOMETERS (1.0 MILES) (AIR LINE)
 DI6423'SOUTH OF DAVIS, 1.6 KILOMETERS (0.99 MILES) NORTH OF MACOMB, AND 6.1
 DI6423'KILOMETERS (3.79 MILES) EAST-SOUTHEAST OF WASHINGTON, IN THE SOUTHWEST
 DI6423'QUADRANT OF THE INTERSECTION OF ROMEO PLANK ROAD AND 26 MILE ROAD.
 DI6423'
 DI6423'TO REACH THE STATION FROM THE INTERSECTION OF ROMEO PLANK ROAD AND 25
 DI6423'MILE ROAD IN MACOMB, GO NORTH FOR ABOUT 1.6 KILOMETERS (0.99 MILES) ON
 DI6423'ROMEO PLANK ROAD TO 26 MILE ROAD, TURN LEFT AND GO WEST ON 26 MILE
 DI6423'ROAD TO THE STATION ON THE LEFT.
 DI6423'
 DI6423'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6423'50616 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6423'FLUSH WITH THE GRADE, ABOUT 137.0 METERS (449.5 FEET) WEST OF THE
 DI6423'INTERSECTION OF ROMEO PLANK ROAD AND 26 MILE ROAD, 16.2 METERS (53.1
 DI6423'FEET) WEST OF THE CENTER OF THE DRIVEWAY INTO A GAS STATION, AND 0.61
 DI6423'METERS (2.0 FEET) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF 26 MILE
 DI6423'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6424 ***********************************************************************
 DI6424  DESIGNATION -  50617
 DI6424  PID         -  DI6424
 DI6424  STATE/COUNTY-  MI/MACOMB
 DI6424  COUNTRY     -  US
 DI6424  USGS QUAD   -  WALDENBURG (2017)
 DI6424
 DI6424                         *CURRENT SURVEY CONTROL
 DI6424  ______________________________________________________________________
 DI6424* NAD 83(1986) POSITION- 42 42 59.     (N) 082 56 23.     (W)   SCALED
 DI6424* NAVD 88 ORTHO HEIGHT -   190.383 (meters)      624.61  (feet) ADJUSTED
 DI6424  ______________________________________________________________________
 DI6424  GEOID HEIGHT    -        -34.923 (meters)                     GEOID18
 DI6424  DYNAMIC HEIGHT  -        190.327 (meters)      624.43  (feet) COMP
 DI6424  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 DI6424
 DI6424  VERT ORDER      -  SECOND    CLASS I
 DI6424
 DI6424.The horizontal coordinates were scaled from a map and have
 DI6424.an estimated accuracy of +/- 6 seconds.
 DI6424
 DI6424.The orthometric height was determined by differential leveling and
 DI6424.adjusted by the NATIONAL GEODETIC SURVEY
 DI6424.in July 2007.
 DI6424
 DI6424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6424.GEOID18 height accuracy estimate available here.
 DI6424
 DI6424.Click photographs - Photos may exist for this station.
 DI6424
 DI6424.The dynamic height is computed by dividing the NAVD 88
 DI6424.geopotential number by the normal gravity value computed on the
 DI6424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6424.degrees latitude (g = 980.6199 gals.).
 DI6424
 DI6424.The modeled gravity was interpolated from observed gravity values.
 DI6424
 DI6424;                    North         East    Units  Estimated Accuracy
 DI6424;SPC MI S     -   136,100.    4,116,870.      MT  (+/- 180 meters Scaled)
 DI6424
 DI6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH411311(NAD 83)
 DI6424
 DI6424                          SUPERSEDED SURVEY CONTROL
 DI6424
 DI6424.No superseded survey control is available for this station.
 DI6424
 DI6424_MARKER: DD = SURVEY DISK
 DI6424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6424_STAMPING: 50617 2005
 DI6424_MARK LOGO: MIDT
 DI6424_PROJECTION: FLUSH
 DI6424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6424+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 DI6424
 DI6424  HISTORY     - Date     Condition        Report By
 DI6424  HISTORY     - 20050915 MONUMENTED       MIDT
 DI6424
 DI6424                          STATION DESCRIPTION
 DI6424
 DI6424'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6424'THE STATION IS LOCATED ABOUT 5.1 KILOMETERS (3.17 MILES) WEST OF
 DI6424'MEADE, 2.3 KILOMETERS (1.43 MILES) NORTHEAST OF MACOMB, AND 2.8
 DI6424'KILOMETERS (1.74 MILES) SOUTHEAST OF DAVIS, IN THE SOUTHEAST QUADRANT
 DI6424'OF THE INTERSECTION OF 26 MILE ROAD AND LUCHTMAN ROAD, SOUTH-OF AND IN
 DI6424'THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6424'
 DI6424'TO REACH THE STATION FROM THE INTERSECTION OF ROMEO PLANK ROAD AND 25
 DI6424'MILE ROAD IN THE TOWN OF MACOMB, GO NORTH FOR ABOUT 1.6 KILOMETERS
 DI6424'(0.99 MILES) ON ROMEO PLANK ROAD TO 26 MILE ROAD, TURN RIGHT AND GO
 DI6424'EAST ON 26 MILE ROAD FOR ABOUT 1.6 KILOMETERS (0.99 MILES) TO LUCHTMAN
 DI6424'ROAD AND THE  STATION IS ON THE RIGHT.
 DI6424'
 DI6424'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6424'50617 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6424'FLUSH WITH THE GRADE, ABOUT 35.9 METERS (117.8 FEET) EAST OF THE
 DI6424'CENTERLINE OF LUCHTMAN ROAD, AND 2.6 METERS (8.5 FEET) SOUTH OF THE
 DI6424'SOUTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6425 ***********************************************************************
 DI6425  DESIGNATION -  50618
 DI6425  PID         -  DI6425
 DI6425  STATE/COUNTY-  MI/MACOMB
 DI6425  COUNTRY     -  US
 DI6425  USGS QUAD   -  WALDENBURG (2017)
 DI6425
 DI6425                         *CURRENT SURVEY CONTROL
 DI6425  ______________________________________________________________________
 DI6425* NAD 83(1986) POSITION- 42 43 01.     (N) 082 55 09.     (W)   SCALED
 DI6425* NAVD 88 ORTHO HEIGHT -   190.206 (meters)      624.03  (feet) ADJUSTED
 DI6425  ______________________________________________________________________
 DI6425  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 DI6425  DYNAMIC HEIGHT  -        190.150 (meters)      623.85  (feet) COMP
 DI6425  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 DI6425
 DI6425  VERT ORDER      -  SECOND    CLASS I
 DI6425
 DI6425.The horizontal coordinates were scaled from a map and have
 DI6425.an estimated accuracy of +/- 6 seconds.
 DI6425
 DI6425.The orthometric height was determined by differential leveling and
 DI6425.adjusted by the NATIONAL GEODETIC SURVEY
 DI6425.in July 2007.
 DI6425
 DI6425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6425.GEOID18 height accuracy estimate available here.
 DI6425
 DI6425.Click photographs - Photos may exist for this station.
 DI6425
 DI6425.The dynamic height is computed by dividing the NAVD 88
 DI6425.geopotential number by the normal gravity value computed on the
 DI6425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6425.degrees latitude (g = 980.6199 gals.).
 DI6425
 DI6425.The modeled gravity was interpolated from observed gravity values.
 DI6425
 DI6425;                    North         East    Units  Estimated Accuracy
 DI6425;SPC MI S     -   136,190.    4,118,560.      MT  (+/- 180 meters Scaled)
 DI6425
 DI6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH428311(NAD 83)
 DI6425
 DI6425                          SUPERSEDED SURVEY CONTROL
 DI6425
 DI6425.No superseded survey control is available for this station.
 DI6425
 DI6425_MARKER: DD = SURVEY DISK
 DI6425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6425_STAMPING: 50618 2005
 DI6425_MARK LOGO: MIDT
 DI6425_PROJECTION: FLUSH
 DI6425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6425+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 DI6425
 DI6425  HISTORY     - Date     Condition        Report By
 DI6425  HISTORY     - 20050915 MONUMENTED       MIDT
 DI6425
 DI6425                          STATION DESCRIPTION
 DI6425
 DI6425'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6425'THE STATION IS LOCATED ABOUT 3.4 KILOMETERS (AIR LINE) WEST OF MEADE,
 DI6425'7.2 KILOMETERS (4.47 MILES) EAST-NORTHEAST OF MACOMB, AND 2.7
 DI6425'KILOMETERS (1.68 MILES) EAST-SOUTHEAST OF DAVIS, IN THE NORTHEAST
 DI6425'QUADRANT OF THE INTERSECTION OF 26 MILE ROAD AND BROUGHTON ROAD,
 DI6425'NORTH-OF AND IN THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6425'
 DI6425'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD AND NORTH ROAD
 DI6425'IN MEADE, GO WEST FOR 3.6 KILOMETERS (2.24 MILES) ON 26 MILE ROAD TO
 DI6425'THE STATION ON THE RIGHT.
 DI6425'
 DI6425'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6425'50618 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6425'FLUSH WITH THE GROUND.  THE STATION IS ABOUT 152.0 METERS (498.7 FEET)
 DI6425'EAST OF PRIVATE ENTRANCE --20720--, 42.1 METERS (138.1 FEET) EAST OF
 DI6425'THE CENTERLINE OF BROUGHTON ROAD, AND 3.0 METERS (9.8 FEET) NORTH OF
 DI6425'THE NORTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6426 ***********************************************************************
 DI6426  DESIGNATION -  50619
 DI6426  PID         -  DI6426
 DI6426  STATE/COUNTY-  MI/MACOMB
 DI6426  COUNTRY     -  US
 DI6426  USGS QUAD   -  WALDENBURG (2017)
 DI6426
 DI6426                         *CURRENT SURVEY CONTROL
 DI6426  ______________________________________________________________________
 DI6426* NAD 83(2011) POSITION- 42 43 01.93134(N) 082 53 56.21454(W)   ADJUSTED
 DI6426* NAD 83(2011) ELLIP HT-   153.561 (meters)        (06/27/12)   ADJUSTED
 DI6426* NAD 83(2011) EPOCH   -  2010.00
 DI6426* NAVD 88 ORTHO HEIGHT -   188.492 (meters)      618.41  (feet) ADJUSTED
 DI6426  ______________________________________________________________________
 DI6426  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 DI6426  NAD 83(2011) X  -    580,200.964 (meters)                     COMP
 DI6426  NAD 83(2011) Y  - -4,657,434.737 (meters)                     COMP
 DI6426  NAD 83(2011) Z  -  4,304,577.018 (meters)                     COMP
 DI6426  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DI6426  DYNAMIC HEIGHT  -        188.437 (meters)      618.23  (feet) COMP
 DI6426  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 DI6426
 DI6426  VERT ORDER      -  SECOND    CLASS I
 DI6426
 DI6426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6426  Standards:
 DI6426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6426  -------------------------------------------------------------------
 DI6426  NETWORK    0.26   0.41           0.12   0.09   0.21     -0.04014833
 DI6426  -------------------------------------------------------------------
 DI6426  Click here for local accuracies and other accuracy information.
 DI6426
 DI6426.The horizontal coordinates were established by GPS observations
 DI6426.and adjusted by the National Geodetic Survey in June 2012.
 DI6426
 DI6426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6426.been affixed to the stable North American tectonic plate. See 
 DI6426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6426
 DI6426.The horizontal coordinates are valid at the epoch date displayed above
 DI6426.which is a decimal equivalence of Year/Month/Day.
 DI6426
 DI6426.The orthometric height was determined by differential leveling and
 DI6426.adjusted by the NATIONAL GEODETIC SURVEY
 DI6426.in July 2007.
 DI6426
 DI6426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6426.GEOID18 height accuracy estimate available here.
 DI6426
 DI6426.Click photographs - Photos may exist for this station.
 DI6426
 DI6426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6426
 DI6426.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6426
 DI6426.The ellipsoidal height was determined by GPS observations
 DI6426.and is referenced to NAD 83.
 DI6426
 DI6426.The dynamic height is computed by dividing the NAVD 88
 DI6426.geopotential number by the normal gravity value computed on the
 DI6426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6426.degrees latitude (g = 980.6199 gals.).
 DI6426
 DI6426.The modeled gravity was interpolated from observed gravity values.
 DI6426
 DI6426. The following values were computed from the NAD 83(2011) position.
 DI6426
 DI6426;                    North         East     Units Scale Factor Converg.
 DI6426;SPC MI S     -   136,251.374 4,120,209.784   MT  0.99991115   +0 59 55.8
 DI6426;SPC MI S     -   447,018.94 13,517,748.64   iFT  0.99991115   +0 59 55.8
 DI6426;UTM  17      - 4,731,159.784   344,509.582   MT  0.99989745   -1 17 18.5
 DI6426
 DI6426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6426!SPC MI S     -   0.99997592  x   0.99991115  =   0.99988707
 DI6426!UTM  17      -   0.99997592  x   0.99989745  =   0.99987337
 DI6426
 DI6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4450931159(NAD 83)
 DI6426
 DI6426                          SUPERSEDED SURVEY CONTROL
 DI6426
 DI6426  NAD 83(2007)-  42 43 01.93148(N)    082 53 56.21538(W) AD(2002.00) 1
 DI6426  ELLIP H (06/10/07)  153.565  (m)                       GP(2002.00) 4 1
 DI6426  NAVD 88             188.49   (m)          618.4    (f) LEVELING    3  
 DI6426
 DI6426.Superseded values are not recommended for survey control.
 DI6426
 DI6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6426.See file dsdata.pdf to determine how the superseded data were derived.
 DI6426
 DI6426_MARKER: DD = SURVEY DISK
 DI6426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6426_STAMPING: 50619 2005
 DI6426_MARK LOGO: MIDT
 DI6426_PROJECTION: FLUSH
 DI6426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6426+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2025
 DI6426
 DI6426  HISTORY     - Date     Condition        Report By
 DI6426  HISTORY     - 20050915 MONUMENTED       MIDT
 DI6426  HISTORY     - 20090325 GOOD             INDIV
 DI6426  HISTORY     - 20200820 GOOD             MIDT
 DI6426  HISTORY     - 20221207 GOOD             ADVGEO
 DI6426  HISTORY     - 20240926 GOOD             USGS
 DI6426  HISTORY     - 20251204 GOOD             DANDR
 DI6426
 DI6426                          STATION DESCRIPTION
 DI6426
 DI6426'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6426'THE STATION IS LOCATED ABOUT 1.8 KILOMETERS (1.12 MILES) (AIR LINE)
 DI6426'WEST OF MEADE, 5.5 KILOMETERS (3.42 MILES) EAST-NORTHEAST OF MACOMB,
 DI6426'AND 5.5 KILOMETERS (3.42 MILES) EAST-SOUTHEAST OF DAVIS, IN THE
 DI6426'SOUTHEAST QUADRANT OF THE INTERSECTION OF 26 MILE ROAD AND CARD ROAD.
 DI6426'
 DI6426'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD AND NORTH
 DI6426'ROAD IN MEADE, GO ABOUT 1.9 KILOMETERS (1.18 MILES) WEST ON 26 MILE
 DI6426'ROAD TO THE INTERSECTION OF 26 MILE ROAD AND CARD ROAD, AND THE
 DI6426'STATION ON THE LEFT.
 DI6426'
 DI6426'THE MONUMENT IS A 4-INCH (10 CENTIMETER) HEIGHT MODERNIZATION DISK
 DI6426'STAMPED 50619 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE
 DI6426'POST FLUSH WITH THE GROUND.  THE STATION IS 19.5 METERS (64.0 FEET)
 DI6426'EAST OF THE CENTERLINE OF CARD ROAD, AND 9.9 METERS (32.5 FEET) SOUTH
 DI6426'OF THE CENTERLINE OF 26 MILE ROAD.
 DI6426
 DI6426                          STATION RECOVERY (2009)
 DI6426
 DI6426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 DI6426'RECOVERED IN GOOD CONDITION.
 DI6426
 DI6426                          STATION RECOVERY (2020)
 DI6426
 DI6426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6426'THE MARK IS 20.5 FT (6.2 M) NORTHEAST OF THE NORTH LEG OF THE
 DI6426''JUSTAMERE EQUESTRIAN CENTER' SIGN AND 35.5 FT (10.8 M) NORTHEAST OF
 DI6426'THE EAST LEG OF A STOP SIGN.
 DI6426
 DI6426                          STATION RECOVERY (2022)
 DI6426
 DI6426'RECOVERY NOTE BY ADVANCED GEOMATICS 2022 (AF)
 DI6426'RECOVERED IN GOOD CONDITION.
 DI6426
 DI6426                          STATION RECOVERY (2024)
 DI6426
 DI6426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (JF)
 DI6426'THE NATIONAL GEODETIC SURVEY BENCH MARK IS SITUATED AT THE CORNER OF
 DI6426'CARD ROAD AND 26 MILE ROAD.  BENCH MARK WAS LOCATED DIAGONALLY TO THE
 DI6426'JUSTAMERE EQUESTRIAN CENTRE SIGN, CLOSER TO 26 MILE ROAD.  THE BENCH
 DI6426'MARK MAY BE COVERED BY GRASS.
 DI6426
 DI6426                          STATION RECOVERY (2025)
 DI6426
 DI6426'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 DI6426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6379 ***********************************************************************
 DI6379  DESIGNATION -  50620
 DI6379  PID         -  DI6379
 DI6379  STATE/COUNTY-  MI/MACOMB
 DI6379  COUNTRY     -  US
 DI6379  USGS QUAD   -  WALDENBURG (2017)
 DI6379
 DI6379                         *CURRENT SURVEY CONTROL
 DI6379  ______________________________________________________________________
 DI6379* NAD 83(1986) POSITION- 42 43 04.     (N) 082 52 32.     (W)   SCALED
 DI6379* NAVD 88 ORTHO HEIGHT -   190.770 (meters)      625.88  (feet) ADJUSTED
 DI6379  ______________________________________________________________________
 DI6379  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 DI6379  DYNAMIC HEIGHT  -        190.714 (meters)      625.70  (feet) COMP
 DI6379  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 DI6379
 DI6379  VERT ORDER      -  SECOND    CLASS I
 DI6379
 DI6379.The horizontal coordinates were scaled from a map and have
 DI6379.an estimated accuracy of +/- 6 seconds.
 DI6379
 DI6379.The orthometric height was determined by differential leveling and
 DI6379.adjusted by the NATIONAL GEODETIC SURVEY
 DI6379.in July 2007.
 DI6379
 DI6379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6379.GEOID18 height accuracy estimate available here.
 DI6379
 DI6379.Click photographs - Photos may exist for this station.
 DI6379
 DI6379.The dynamic height is computed by dividing the NAVD 88
 DI6379.geopotential number by the normal gravity value computed on the
 DI6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6379.degrees latitude (g = 980.6199 gals.).
 DI6379
 DI6379.The modeled gravity was interpolated from observed gravity values.
 DI6379
 DI6379;                    North         East    Units  Estimated Accuracy
 DI6379;SPC MI S     -   136,350.    4,122,120.      MT  (+/- 180 meters Scaled)
 DI6379
 DI6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH464311(NAD 83)
 DI6379
 DI6379                          SUPERSEDED SURVEY CONTROL
 DI6379
 DI6379.No superseded survey control is available for this station.
 DI6379
 DI6379_MARKER: DD = SURVEY DISK
 DI6379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6379_STAMPING: 50620 2005
 DI6379_MARK LOGO: MIDT
 DI6379_PROJECTION: FLUSH
 DI6379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6379+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DI6379
 DI6379  HISTORY     - Date     Condition        Report By
 DI6379  HISTORY     - 20050916 MONUMENTED       MIDT
 DI6379
 DI6379                          STATION DESCRIPTION
 DI6379
 DI6379'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6379'THE STATION IS LOCATED IN THE WEST SIDE OF THE TOWN OF MEADE, ABOUT
 DI6379'7.0 KILOMETERS (4.35 MILES) (AIR LINE) EAST-NORTHEAST OF MACOMB, AND
 DI6379'7.0 KILOMETERS (4.35 MILES) EAST-SOUTHEAST OF DAVIS.  THE STATION IS
 DI6379'NORTH-OF AND IN THE RIGHT-OF-WAY OF 26 MILE ROAD, IN THE NORTHWEST
 DI6379'QUADRANT OF THE INTERSECTION OF 26 MILE ROAD AND NORTH AVENUE.
 DI6379'
 DI6379'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD AND NORTH ROAD
 DI6379'IN MEADE, PROCEED WEST ON 26 MILE ROAD FOR 73.7 METERS (241.8 FEET) TO
 DI6379'THE STATION ON THE RIGHT, IN THE NORTHWEST QUADRANT OF THE
 DI6379'INTERSECTION OF 26 MILE ROAD AND NORTH AVENUE.
 DI6379'
 DI6379'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6379'50620 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6379'FLUSH WITH THE GRADE, ABOUT 73.7 METERS (241.8 FEET) WEST OF THE WEST
 DI6379'EDGE OF THE PAVEMENT OF NORTH AVENUE, AND 0.4 METERS (1.3 FEET) NORTH
 DI6379'OF THE NORTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6380 ***********************************************************************
 DI6380  DESIGNATION -  50621
 DI6380  PID         -  DI6380
 DI6380  STATE/COUNTY-  MI/MACOMB
 DI6380  COUNTRY     -  US
 DI6380  USGS QUAD   -  NEW HAVEN (2017)
 DI6380
 DI6380                         *CURRENT SURVEY CONTROL
 DI6380  ______________________________________________________________________
 DI6380* NAD 83(1986) POSITION- 42 43 06.     (N) 082 51 18.     (W)   SCALED
 DI6380* NAVD 88 ORTHO HEIGHT -   191.127 (meters)      627.06  (feet) ADJUSTED
 DI6380  ______________________________________________________________________
 DI6380  GEOID HEIGHT    -        -34.946 (meters)                     GEOID18
 DI6380  DYNAMIC HEIGHT  -        191.072 (meters)      626.88  (feet) COMP
 DI6380  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 DI6380
 DI6380  VERT ORDER      -  SECOND    CLASS I
 DI6380
 DI6380.The horizontal coordinates were scaled from a map and have
 DI6380.an estimated accuracy of +/- 6 seconds.
 DI6380
 DI6380.The orthometric height was determined by differential leveling and
 DI6380.adjusted by the NATIONAL GEODETIC SURVEY
 DI6380.in July 2007.
 DI6380
 DI6380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6380.GEOID18 height accuracy estimate available here.
 DI6380
 DI6380.Click photographs - Photos may exist for this station.
 DI6380
 DI6380.The dynamic height is computed by dividing the NAVD 88
 DI6380.geopotential number by the normal gravity value computed on the
 DI6380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6380.degrees latitude (g = 980.6199 gals.).
 DI6380
 DI6380.The modeled gravity was interpolated from observed gravity values.
 DI6380
 DI6380;                    North         East    Units  Estimated Accuracy
 DI6380;SPC MI S     -   136,440.    4,123,810.      MT  (+/- 180 meters Scaled)
 DI6380
 DI6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH481312(NAD 83)
 DI6380
 DI6380                          SUPERSEDED SURVEY CONTROL
 DI6380
 DI6380.No superseded survey control is available for this station.
 DI6380
 DI6380_MARKER: DD = SURVEY DISK
 DI6380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6380_STAMPING: 50621 2005
 DI6380_MARK LOGO: MIDT
 DI6380_PROJECTION: FLUSH
 DI6380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6380+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DI6380
 DI6380  HISTORY     - Date     Condition        Report By
 DI6380  HISTORY     - 20050916 MONUMENTED       MIDT
 DI6380
 DI6380                          STATION DESCRIPTION
 DI6380
 DI6380'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6380'THE STATION IS LOCATED ABOUT 4.8 KILOMETERS (2.98 MILES)
 DI6380'WEST-SOUTHWEST OF NEW HAVEN, 10.0 KILOMETERS (6.21 MILES)
 DI6380'WEST-NORTHWEST OF NEW BALTIMORE, AND 1.3 KILOMETERS (0.81 MILES) EAST
 DI6380'OF MEADE.  LOCATED EAST OF OMO ROAD AND WEST OF WERDEMAN ROAD,
 DI6380'SOUTH-OF AND IN THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6380'
 DI6380'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD AND NORTH
 DI6380'ROAD IN MEADE, GO EAST ON 26 MILE ROAD FOR 1.9 KILOMETERS (1.18 MILES)
 DI6380'TO THE STATION ON THE RIGHT.
 DI6380'
 DI6380'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6380'50612 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6380'FLUSH WITH THE GRADE, ABOUT 91.0 METERS (298.6 FEET) EAST OF PRIVATE
 DI6380'ENTRANCE --25370--, ABOUT 94.0 METERS (308.4 FEET) WEST OF PRIVATE
 DI6380'ENTRANCE --25540--, AND 2.4 METERS (7.9 FEET) SOUTH OF THE SOUTH EDGE
 DI6380'OF THE PAVEMENT OF 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6381 ***********************************************************************
 DI6381  DESIGNATION -  50622
 DI6381  PID         -  DI6381
 DI6381  STATE/COUNTY-  MI/MACOMB
 DI6381  COUNTRY     -  US
 DI6381  USGS QUAD   -  NEW HAVEN (2017)
 DI6381
 DI6381                         *CURRENT SURVEY CONTROL
 DI6381  ______________________________________________________________________
 DI6381* NAD 83(1986) POSITION- 42 43 08.     (N) 082 49 53.     (W)   SCALED
 DI6381* NAVD 88 ORTHO HEIGHT -   195.119 (meters)      640.15  (feet) ADJUSTED
 DI6381  ______________________________________________________________________
 DI6381  GEOID HEIGHT    -        -34.948 (meters)                     GEOID18
 DI6381  DYNAMIC HEIGHT  -        195.063 (meters)      639.97  (feet) COMP
 DI6381  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 DI6381
 DI6381  VERT ORDER      -  SECOND    CLASS I
 DI6381
 DI6381.The horizontal coordinates were scaled from a map and have
 DI6381.an estimated accuracy of +/- 6 seconds.
 DI6381
 DI6381.The orthometric height was determined by differential leveling and
 DI6381.adjusted by the NATIONAL GEODETIC SURVEY
 DI6381.in July 2007.
 DI6381
 DI6381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6381.GEOID18 height accuracy estimate available here.
 DI6381
 DI6381.Click photographs - Photos may exist for this station.
 DI6381
 DI6381.The dynamic height is computed by dividing the NAVD 88
 DI6381.geopotential number by the normal gravity value computed on the
 DI6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6381.degrees latitude (g = 980.6199 gals.).
 DI6381
 DI6381.The modeled gravity was interpolated from observed gravity values.
 DI6381
 DI6381;                    North         East    Units  Estimated Accuracy
 DI6381;SPC MI S     -   136,540.    4,125,740.      MT  (+/- 180 meters Scaled)
 DI6381
 DI6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH500312(NAD 83)
 DI6381
 DI6381                          SUPERSEDED SURVEY CONTROL
 DI6381
 DI6381.No superseded survey control is available for this station.
 DI6381
 DI6381_MARKER: DD = SURVEY DISK
 DI6381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6381_STAMPING: 50622 2005
 DI6381_MARK LOGO: MIDT
 DI6381_PROJECTION: RECESSED 15 CENTIMETERS
 DI6381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6381+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DI6381
 DI6381  HISTORY     - Date     Condition        Report By
 DI6381  HISTORY     - 20050916 MONUMENTED       MIDT
 DI6381
 DI6381                          STATION DESCRIPTION
 DI6381
 DI6381'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JDB)
 DI6381'THE STATION IS LOCATED ABOUT 3.6 KILOMETERS (2.2 MILES) (AIR LINE)
 DI6381'SOUTHWEST OF NEW HAVEN, 10.9 KILOMETERS (6.77 MILES) NORTHWEST OF NEW
 DI6381'BALTIMORE, AND 4.1 KILOMETERS (2.55 MILES) EAST OF MEADE, LOCATED WEST
 DI6381'OF PLACE ROAD AND EAST OF SCHUEUER ROAD, SOUTH-OF AND IN THE
 DI6381'RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6381'
 DI6381'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD AND GRATIOT
 DI6381'AVENUE IN THE TOWN OF NEW HAVEN, GO WEST ON 26 MILE ROAD FOR 0.2
 DI6381'KILOMETERS (0.12 MILES) TO THE STATION ON THE LEFT.
 DI6381'
 DI6381'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6381'50622 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6381'ABOUT 6 INCHES (15 CENTIMETERS) BELOW THE GRADE, ABOUT 95.0 METERS
 DI6381'(311.7 FEET) WEST OF THE CENTERLINE OF PLACE ROAD, 61.0 METERS (200.1
 DI6381'FEET) EAST OF PRIVATE ENTRANCE--27660--, AND 1.5 METERS (3.3 FEET)
 DI6381'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF 26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6382 ***********************************************************************
 DI6382  DESIGNATION -  50623
 DI6382  PID         -  DI6382
 DI6382  STATE/COUNTY-  MI/MACOMB
 DI6382  COUNTRY     -  US
 DI6382  USGS QUAD   -  NEW HAVEN (2017)
 DI6382
 DI6382                         *CURRENT SURVEY CONTROL
 DI6382  ______________________________________________________________________
 DI6382* NAD 83(1986) POSITION- 42 43 10.     (N) 082 48 49.     (W)   SCALED
 DI6382* NAVD 88 ORTHO HEIGHT -   190.093 (meters)      623.66  (feet) ADJUSTED
 DI6382  ______________________________________________________________________
 DI6382  GEOID HEIGHT    -        -34.949 (meters)                     GEOID18
 DI6382  DYNAMIC HEIGHT  -        190.039 (meters)      623.49  (feet) COMP
 DI6382  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 DI6382
 DI6382  VERT ORDER      -  SECOND    CLASS I
 DI6382
 DI6382.The horizontal coordinates were scaled from a map and have
 DI6382.an estimated accuracy of +/- 6 seconds.
 DI6382
 DI6382.The orthometric height was determined by differential leveling and
 DI6382.adjusted by the NATIONAL GEODETIC SURVEY
 DI6382.in July 2007.
 DI6382
 DI6382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6382.GEOID18 height accuracy estimate available here.
 DI6382
 DI6382.Click photographs - Photos may exist for this station.
 DI6382
 DI6382.The dynamic height is computed by dividing the NAVD 88
 DI6382.geopotential number by the normal gravity value computed on the
 DI6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6382.degrees latitude (g = 980.6199 gals.).
 DI6382
 DI6382.The modeled gravity was interpolated from observed gravity values.
 DI6382
 DI6382;                    North         East    Units  Estimated Accuracy
 DI6382;SPC MI S     -   136,630.    4,127,190.      MT  (+/- 180 meters Scaled)
 DI6382
 DI6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH515312(NAD 83)
 DI6382
 DI6382                          SUPERSEDED SURVEY CONTROL
 DI6382
 DI6382.No superseded survey control is available for this station.
 DI6382
 DI6382_MARKER: DD = SURVEY DISK
 DI6382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6382_STAMPING: 50623 2005
 DI6382_MARK LOGO: MIDT
 DI6382_PROJECTION: RECESSED 15 CENTIMETERS
 DI6382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6382+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DI6382
 DI6382  HISTORY     - Date     Condition        Report By
 DI6382  HISTORY     - 20050916 MONUMENTED       MIDT
 DI6382
 DI6382                          STATION DESCRIPTION
 DI6382
 DI6382'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6382'THE STATION IS LOCATED ABOUT 1.8 KILOMETERS (1.1 MILES) (AIR LINE)
 DI6382'SOUTHWEST OF NEW HAVEN, 9.6 KILOMETERS (5.97 MILES) NORTHWEST OF NEW
 DI6382'BALTIMORE, AND 5.5 KILOMETERS (3.42 MILES) EAST OF MEADE, IN THE
 DI6382'NORTHWEST QUADRANT OF THE INTERSECTION OF 26 MILE ROAD AND ROSELL
 DI6382'ROAD, NORTH-OF AND IN THE RIGHT OF WAY OF 26 MILE ROAD.
 DI6382'
 DI6382'TO REACH THE STATION FROM THE INTERSECTION OF 26 MILE ROAD AND GRATIOT
 DI6382'AVENUE IN THE TOWN OF NEW HAVEN, GO WEST ON 26 MILE ROAD FOR 0.1
 DI6382'KILOMETERS (0.06 MILES) TO THE STATION ON THE RIGHT.
 DI6382'
 DI6382'THE MONUMENT IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK
 DI6382'STAMPED 50623 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE
 DI6382'POST ABOUT 6 INCHES (15 CENTIMETERS) BELOW THE GRADE.  THE STATION IS
 DI6382'ABOUT 48.5 METERS (159.1 FEET) WEST OF THE CENTERLINE OF ROSELL ROAD,
 DI6382'AND 3.2 METERS (10.5 FEET) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF
 DI6382'26 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6383 ***********************************************************************
 DI6383  DESIGNATION -  50624
 DI6383  PID         -  DI6383
 DI6383  STATE/COUNTY-  MI/MACOMB
 DI6383  COUNTRY     -  US
 DI6383  USGS QUAD   -  NEW HAVEN (2017)
 DI6383
 DI6383                         *CURRENT SURVEY CONTROL
 DI6383  ______________________________________________________________________
 DI6383* NAD 83(1986) POSITION- 42 43 10.     (N) 082 47 15.     (W)   SCALED
 DI6383* NAVD 88 ORTHO HEIGHT -   185.169 (meters)      607.51  (feet) ADJUSTED
 DI6383  ______________________________________________________________________
 DI6383  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 DI6383  DYNAMIC HEIGHT  -        185.116 (meters)      607.33  (feet) COMP
 DI6383  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DI6383
 DI6383  VERT ORDER      -  SECOND    CLASS I
 DI6383
 DI6383.The horizontal coordinates were scaled from a map and have
 DI6383.an estimated accuracy of +/- 6 seconds.
 DI6383
 DI6383.The orthometric height was determined by differential leveling and
 DI6383.adjusted by the NATIONAL GEODETIC SURVEY
 DI6383.in July 2007.
 DI6383
 DI6383.No vertical observational check was made to the station.
 DI6383
 DI6383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6383.GEOID18 height accuracy estimate available here.
 DI6383
 DI6383.Click photographs - Photos may exist for this station.
 DI6383
 DI6383.The dynamic height is computed by dividing the NAVD 88
 DI6383.geopotential number by the normal gravity value computed on the
 DI6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6383.degrees latitude (g = 980.6199 gals.).
 DI6383
 DI6383.The modeled gravity was interpolated from observed gravity values.
 DI6383
 DI6383;                    North         East    Units  Estimated Accuracy
 DI6383;SPC MI S     -   136,670.    4,129,330.      MT  (+/- 180 meters Scaled)
 DI6383
 DI6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH536312(NAD 83)
 DI6383
 DI6383                          SUPERSEDED SURVEY CONTROL
 DI6383
 DI6383.No superseded survey control is available for this station.
 DI6383
 DI6383_MARKER: DD = SURVEY DISK
 DI6383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6383_STAMPING: 50624 2005
 DI6383_MARK LOGO: MIDT
 DI6383_PROJECTION: RECESSED 15 CENTIMETERS
 DI6383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI6383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6383+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2013
 DI6383
 DI6383  HISTORY     - Date     Condition        Report By
 DI6383  HISTORY     - 20050916 MONUMENTED       MIDT
 DI6383  HISTORY     - 20130406 GOOD             INDIV
 DI6383
 DI6383                          STATION DESCRIPTION
 DI6383
 DI6383'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 DI6383'THE STATION IS LOCATED ABOUT 2.5 KILOMETERS (1.55 MILES) SOUTHEAST OF
 DI6383'NEW HAVEN, 6.7 KILOMETERS (4.16 MILES) NORTHWEST OF NEW BALTIMORE, AND
 DI6383'9.5 KILOMETERS (5.9 MILES) EAST OF MEADE, IN THE SOUTHEAST QUADRANT OF
 DI6383'THE INTERSECTI0N OF 26 MILE ROAD AND STATE HIGHWAY M-19 (MAIN STREET),
 DI6383'SOUTH-OF AND IN THE RIGHT-OF-WAY OF 26 MILE ROAD.
 DI6383'
 DI6383'TO REACH THE STATION FROM THE JUNCTION OF 26 MILE ROAD WITH STATE
 DI6383'HIGHWAY M-19 (MAIN STREET), GO EAST ON 26 MILE ROAD FOR 73.9 METERS
 DI6383'(242.5 FEET) TO THE STATION ON THE RIGHT.
 DI6383'
 DI6383'THE STATION IS A 4-INCH (10 CENTIMETER) DIAMETER ALUMINUM DISK STAMPED
 DI6383'50624 2005 SET IN A 16-INCH (41 CENTIMETER) DIAMETER CONCRETE POST
 DI6383'ABOUT 6 INCHES (15 CENTIMETERS) BELOW THE GRADE.  THE STATION IS 73.9
 DI6383'METERS (242.5 FEET) EAST OF THE EAST EDGE OF STATE HIGHWAY M-19 (MAIN
 DI6383'STREET), AND 1.7 METERS (5.6 FEET) SOUTH OF THE SOUTH EDGE OF THE
 DI6383'PAVEMENT OF 26 MILE ROAD.
 DI6383
 DI6383                          STATION RECOVERY (2013)
 DI6383
 DI6383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (SJB)
 DI6383'DESCRIPTION IS ADEQUATE, MANNIK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6384 ***********************************************************************
 DI6384  DESIGNATION -  50625
 DI6384  PID         -  DI6384
 DI6384  STATE/COUNTY-  MI/MACOMB
 DI6384  COUNTRY     -  US
 DI6384  USGS QUAD   -  NEW HAVEN (2017)
 DI6384
 DI6384                         *CURRENT SURVEY CONTROL
 DI6384  ______________________________________________________________________
 DI6384* NAD 83(1986) POSITION- 42 44 04.     (N) 082 46 56.     (W)   SCALED
 DI6384* NAVD 88 ORTHO HEIGHT -   189.344 (meters)      621.21  (feet) ADJUSTED
 DI6384  ______________________________________________________________________
 DI6384  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 DI6384  DYNAMIC HEIGHT  -        189.290 (meters)      621.03  (feet) COMP
 DI6384  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DI6384
 DI6384  VERT ORDER      -  SECOND    CLASS I
 DI6384
 DI6384.The horizontal coordinates were scaled from a map and have
 DI6384.an estimated accuracy of +/- 6 seconds.
 DI6384
 DI6384.The orthometric height was determined by differential leveling and
 DI6384.adjusted by the NATIONAL GEODETIC SURVEY
 DI6384.in July 2007.
 DI6384
 DI6384.No vertical observational check was made to the station.
 DI6384
 DI6384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6384.GEOID18 height accuracy estimate available here.
 DI6384
 DI6384.Click photographs - Photos may exist for this station.
 DI6384
 DI6384.The dynamic height is computed by dividing the NAVD 88
 DI6384.geopotential number by the normal gravity value computed on the
 DI6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6384.degrees latitude (g = 980.6199 gals.).
 DI6384
 DI6384.The modeled gravity was interpolated from observed gravity values.
 DI6384
 DI6384;                    North         East    Units  Estimated Accuracy
 DI6384;SPC MI S     -   138,340.    4,129,730.      MT  (+/- 180 meters Scaled)
 DI6384
 DI6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH541328(NAD 83)
 DI6384
 DI6384                          SUPERSEDED SURVEY CONTROL
 DI6384
 DI6384.No superseded survey control is available for this station.
 DI6384
 DI6384_MARKER: DD = SURVEY DISK
 DI6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6384_STAMPING: 50625 2006
 DI6384_MARK LOGO: MIDT
 DI6384_PROJECTION: FLUSH
 DI6384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6384+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6384
 DI6384  HISTORY     - Date     Condition        Report By
 DI6384  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6384
 DI6384                          STATION DESCRIPTION
 DI6384
 DI6384'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6384'THE STATION IS LOCATED 1.1 MILES (1.77 KILOMETERS) NORTHEAST OF NEW
 DI6384'HAVEN, 4.4 MILES (7.08 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND 5.3
 DI6384'MILES (8.53 KILOMETERS) SOUTHWEST OF RICHMOND, LOCATED SOUTH OF 27
 DI6384'MILE ROAD AND BETWEEN STATE HIGHWAY M-19 (GRATIOT AVENUE) AND MEADOW
 DI6384'CREEK BOULEVARD.
 DI6384'
 DI6384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (GRATIOT
 DI6384'AVENUE) WITH 27 MILE ROAD, GO EAST ON 27 MILE ROAD FOR 0.1 MILES (0.16
 DI6384'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6384'
 DI6384'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6384'DISK STAMPED 50625 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6384'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.1 METERS (69.3
 DI6384'FEET) NORTHWEST OF A FIRE HYDRANT, 17.7 METERS (58.0 FEET)
 DI6384'WEST-SOUTHWEST OF A 10 INCH (25 CENTIMETER) CULVERT, 7.3 METERS (24.0
 DI6384'FEET) SOUTH OF THE CENTERLINE OF 27 MILE ROAD, AND 0.99 METERS (3.2
 DI6384'FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6108 ***********************************************************************
 DI6108  DESIGNATION -  50626
 DI6108  PID         -  DI6108
 DI6108  STATE/COUNTY-  MI/MACOMB
 DI6108  COUNTRY     -  US
 DI6108  USGS QUAD   -  RICHMOND (2017)
 DI6108
 DI6108                         *CURRENT SURVEY CONTROL
 DI6108  ______________________________________________________________________
 DI6108* NAD 83(1986) POSITION- 42 45 10.63   (N) 082 46 17.96   (W)   HD_HELD1
 DI6108* NAVD 88 ORTHO HEIGHT -   193.895 (meters)      636.14  (feet) ADJUSTED
 DI6108  ______________________________________________________________________
 DI6108  GEOID HEIGHT    -        -34.969 (meters)                     GEOID18
 DI6108  DYNAMIC HEIGHT  -        193.841 (meters)      635.96  (feet) COMP
 DI6108  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 DI6108
 DI6108  VERT ORDER      -  SECOND    CLASS I
 DI6108
 DI6108.The horizontal coordinates were determined by differentially corrected
 DI6108.hand held GPS observations or other comparable positioning techniques
 DI6108.and have an estimated accuracy of +/- 3 meters.
 DI6108
 DI6108.The orthometric height was determined by differential leveling and
 DI6108.adjusted by the NATIONAL GEODETIC SURVEY
 DI6108.in July 2007.
 DI6108
 DI6108.No vertical observational check was made to the station.
 DI6108
 DI6108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6108.GEOID18 height accuracy estimate available here.
 DI6108
 DI6108.Click photographs - Photos may exist for this station.
 DI6108
 DI6108.The dynamic height is computed by dividing the NAVD 88
 DI6108.geopotential number by the normal gravity value computed on the
 DI6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6108.degrees latitude (g = 980.6199 gals.).
 DI6108
 DI6108.The modeled gravity was interpolated from observed gravity values.
 DI6108
 DI6108;                    North         East    Units  Estimated Accuracy
 DI6108;SPC MI S     -   140,411.3   4,130,559.0     MT  (+/- 3 meters HH1 GPS) 
 DI6108
 DI6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5501634903(NAD 83)
 DI6108
 DI6108                          SUPERSEDED SURVEY CONTROL
 DI6108
 DI6108.No superseded survey control is available for this station.
 DI6108
 DI6108_MARKER: DD = SURVEY DISK
 DI6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6108_STAMPING: 50626 2006
 DI6108_MARK LOGO: MIDT
 DI6108_PROJECTION: FLUSH
 DI6108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6108+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 DI6108
 DI6108  HISTORY     - Date     Condition        Report By
 DI6108  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6108  HISTORY     - 20150518 GOOD             MUXLOW
 DI6108  HISTORY     - 20200629 GOOD             MIDT
 DI6108
 DI6108                          STATION DESCRIPTION
 DI6108
 DI6108'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6108'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) NORTHEAST OF NEW
 DI6108'HAVEN, 5.2 MILES (8.37 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND 4.0
 DI6108'MILES (6.44 KILOMETERS) SOUTH-SOUTHWEST OF RICHMOND, LOCATED NORTH OF
 DI6108'THE INTERSECTION OF LOWE PLANK ROAD AND STATE HIGHWAY M-19 (GRATIOT
 DI6108'AVENUE).
 DI6108'
 DI6108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (GRATIOT
 DI6108'AVENUE) WITH 28 MILE ROAD, GO NORTHEAST ON STATE HIGHWAY M-19 FOR 0.8
 DI6108'MILES (1.29 KILOMETERS) TO LOWE PLANK ROAD, GO NORTH ON LOWE PLANK
 DI6108'ROAD FOR 0.1 MILES (0.16 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6108'
 DI6108'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6108'DISK STAMPED 50626 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6108'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.93 MILES (1.5
 DI6108'KILOMETERS) SOUTH OF PRIVATE ENTRANCE--63270--, 237.7 METERS (780.0
 DI6108'FEET) NORTH OF STATE HIGHWAY M-19 (GRATIOT AVENUE), 16.4 METERS (53.7
 DI6108'FEET) SOUTHEAST OF A --STOP SIGN AHEAD-- SIGN, 5.0 METERS (16.5 FEET)
 DI6108'EAST OF THE CENTERLINE OF LOWE PLANK ROAD, 1.9 METERS (6.2 FEET) WEST
 DI6108'OF A WOOD FENCE POST, AND 0.99 METERS (3.2 FEET) EAST OF A CARSONITE
 DI6108'WITNESS POST.
 DI6108
 DI6108                          STATION RECOVERY (2015)
 DI6108
 DI6108'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2015
 DI6108'RECOVERED IN GOOD CONDITION.
 DI6108
 DI6108                          STATION RECOVERY (2020)
 DI6108
 DI6108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6109 ***********************************************************************
 DI6109  DESIGNATION -  50627
 DI6109  PID         -  DI6109
 DI6109  STATE/COUNTY-  MI/MACOMB
 DI6109  COUNTRY     -  US
 DI6109  USGS QUAD   -  RICHMOND (2017)
 DI6109
 DI6109                         *CURRENT SURVEY CONTROL
 DI6109  ______________________________________________________________________
 DI6109* NAD 83(2011) POSITION- 42 46 46.85562(N) 082 46 22.67848(W)   ADJUSTED
 DI6109* NAD 83(2011) ELLIP HT-   167.381 (meters)        (06/27/12)   ADJUSTED
 DI6109* NAD 83(2011) EPOCH   -  2010.00
 DI6109* NAVD 88 ORTHO HEIGHT -   202.354 (meters)      663.89  (feet) ADJUSTED
 DI6109  ______________________________________________________________________
 DI6109  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 DI6109  NAD 83(2011) X  -    589,848.932 (meters)                     COMP
 DI6109  NAD 83(2011) Y  - -4,651,483.927 (meters)                     COMP
 DI6109  NAD 83(2011) Z  -  4,309,683.333 (meters)                     COMP
 DI6109  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 DI6109  DYNAMIC HEIGHT  -        202.297 (meters)      663.70  (feet) COMP
 DI6109  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 DI6109
 DI6109  VERT ORDER      -  SECOND    CLASS I
 DI6109
 DI6109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6109  Standards:
 DI6109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6109  -------------------------------------------------------------------
 DI6109  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.02066474
 DI6109  -------------------------------------------------------------------
 DI6109  Click here for local accuracies and other accuracy information.
 DI6109
 DI6109.The horizontal coordinates were established by GPS observations
 DI6109.and adjusted by the National Geodetic Survey in June 2012.
 DI6109
 DI6109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6109.been affixed to the stable North American tectonic plate. See 
 DI6109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6109
 DI6109.The horizontal coordinates are valid at the epoch date displayed above
 DI6109.which is a decimal equivalence of Year/Month/Day.
 DI6109
 DI6109.The orthometric height was determined by differential leveling and
 DI6109.adjusted by the NATIONAL GEODETIC SURVEY
 DI6109.in July 2007.
 DI6109
 DI6109.No vertical observational check was made to the station.
 DI6109
 DI6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6109.GEOID18 height accuracy estimate available here.
 DI6109
 DI6109.Click photographs - Photos may exist for this station.
 DI6109
 DI6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6109
 DI6109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6109
 DI6109.The ellipsoidal height was determined by GPS observations
 DI6109.and is referenced to NAD 83.
 DI6109
 DI6109.The dynamic height is computed by dividing the NAVD 88
 DI6109.geopotential number by the normal gravity value computed on the
 DI6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6109.degrees latitude (g = 980.6199 gals.).
 DI6109
 DI6109.The modeled gravity was interpolated from observed gravity values.
 DI6109
 DI6109. The following values were computed from the NAD 83(2011) position.
 DI6109
 DI6109;                    North         East     Units Scale Factor Converg.
 DI6109;SPC MI S     -   143,377.753 4,130,395.499   MT  0.99990856   +1 05 04.4
 DI6109;SPC MI S     -   470,399.45 13,551,166.34   iFT  0.99990856   +1 05 04.4
 DI6109;UTM  17      - 4,737,873.604   354,971.361   MT  0.99985877   -1 12 15.7
 DI6109
 DI6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6109!SPC MI S     -   0.99997375  x   0.99990856  =   0.99988231
 DI6109!UTM  17      -   0.99997375  x   0.99985877  =   0.99983252
 DI6109
 DI6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5497137873(NAD 83)
 DI6109
 DI6109                          SUPERSEDED SURVEY CONTROL
 DI6109
 DI6109  NAD 83(2007)-  42 46 46.85576(N)    082 46 22.67925(W) AD(2002.00) 1
 DI6109  ELLIP H (06/10/07)  167.388  (m)                       GP(2002.00) 4 1
 DI6109  NAVD 88             202.35   (m)          663.9    (f) LEVELING    3  
 DI6109
 DI6109.Superseded values are not recommended for survey control.
 DI6109
 DI6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6109.See file dsdata.pdf to determine how the superseded data were derived.
 DI6109
 DI6109_MARKER: DD = SURVEY DISK
 DI6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6109_STAMPING: 50627 2006
 DI6109_MARK LOGO: MIDT
 DI6109_PROJECTION: FLUSH
 DI6109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6109+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 DI6109
 DI6109  HISTORY     - Date     Condition        Report By
 DI6109  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6109
 DI6109                          STATION DESCRIPTION
 DI6109
 DI6109'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6109'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) NORTHEAST OF NEW
 DI6109'HAVEN, 7.0 MILES (11.27 KILOMETERS) NORTH-NORTHWEST OF NEW BALTIMORE,
 DI6109'AND 2.2 MILES (3.54 KILOMETERS) SOUTH-SOUTHWEST OF RICHMOND, IN THE
 DI6109'NORTHWEST QUADRANT OF THE INTERSECTION OF 30 MILE ROAD AND LOWE PLANK
 DI6109'ROAD.
 DI6109'
 DI6109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (GRATIOT
 DI6109'AVENUE) WITH 28 MILE ROAD, GO NORTHEAST ON STATE HIGHWAY M-19 FOR 0.8
 DI6109'MILES (1.29 KILOMETERS) TO LOWE PLANK ROAD, TURN LEFT AND GO NORTH ON
 DI6109'LOWE PLANK ROAD FOR 2.0 MILES (3.22 KILOMETERS) TO THE STATION ON THE
 DI6109'LEFT.
 DI6109'
 DI6109'THE STATION IS A 4 INCH (10 CENTIMETERS) HEIGHT MODERNIZATION STATION
 DI6109'DISK STAMPED 50627 2006 SET IN A 16 INCH (41 CENTIMETERS) DIAMETER
 DI6109'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 76.2 METERS
 DI6109'(250.0 FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE --64955--, 24.5
 DI6109'METERS (80.5 FEET) NORTH OF THE CENTERLINE OF 30 MILE ROAD, 22.5
 DI6109'METERS (73.8 FEET) NORTHWEST OF A POWER POLE, 7.6 METERS (25.0 FEET)
 DI6109'WEST OF THE CENTERLINE OF LOWE PLANK ROAD, AND 0.99 METERS (3.2 FEET)
 DI6109'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6427 ***********************************************************************
 DI6427  DESIGNATION -  50628
 DI6427  PID         -  DI6427
 DI6427  STATE/COUNTY-  MI/MACOMB
 DI6427  COUNTRY     -  US
 DI6427  USGS QUAD   -  RICHMOND (2017)
 DI6427
 DI6427                         *CURRENT SURVEY CONTROL
 DI6427  ______________________________________________________________________
 DI6427* NAD 83(1986) POSITION- 42 48 10.     (N) 082 46 25.     (W)   SCALED
 DI6427* NAVD 88 ORTHO HEIGHT -   217.642 (meters)      714.05  (feet) ADJUSTED
 DI6427  ______________________________________________________________________
 DI6427  GEOID HEIGHT    -        -34.983 (meters)                     GEOID18
 DI6427  DYNAMIC HEIGHT  -        217.581 (meters)      713.85  (feet) COMP
 DI6427  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 DI6427
 DI6427  VERT ORDER      -  SECOND    CLASS I
 DI6427
 DI6427.The horizontal coordinates were scaled from a map and have
 DI6427.an estimated accuracy of +/- 6 seconds.
 DI6427
 DI6427.The orthometric height was determined by differential leveling and
 DI6427.adjusted by the NATIONAL GEODETIC SURVEY
 DI6427.in July 2007.
 DI6427
 DI6427.No vertical observational check was made to the station.
 DI6427
 DI6427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6427.GEOID18 height accuracy estimate available here.
 DI6427
 DI6427.Click photographs - Photos may exist for this station.
 DI6427
 DI6427.The dynamic height is computed by dividing the NAVD 88
 DI6427.geopotential number by the normal gravity value computed on the
 DI6427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6427.degrees latitude (g = 980.6199 gals.).
 DI6427
 DI6427.The modeled gravity was interpolated from observed gravity values.
 DI6427
 DI6427;                    North         East    Units  Estimated Accuracy
 DI6427;SPC MI S     -   145,940.    4,130,290.      MT  (+/- 180 meters Scaled)
 DI6427
 DI6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH549404(NAD 83)
 DI6427
 DI6427                          SUPERSEDED SURVEY CONTROL
 DI6427
 DI6427.No superseded survey control is available for this station.
 DI6427
 DI6427_MARKER: DD = SURVEY DISK
 DI6427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6427_STAMPING: 50628 2006
 DI6427_MARK LOGO: MIDT
 DI6427_PROJECTION: FLUSH
 DI6427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6427+STABILITY: SURFACE MOTION
 DI6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6427+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DI6427
 DI6427  HISTORY     - Date     Condition        Report By
 DI6427  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6427  HISTORY     - 20120403 GOOD             SPALD
 DI6427
 DI6427                          STATION DESCRIPTION
 DI6427
 DI6427'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6427'THE STATION IS LOCATED 6.5 MILES (10.46 KILOMETERS) SOUTH OF MEMPHIS,
 DI6427'1.0 MILE (1.61 KILOMETERS) SOUTHWEST OF RICHMOND, AND 6.3 MILES (10.14
 DI6427'KM) NORTHWEST OF CASCO, LOCATED EAST OF LOWE PLANK ROAD AND BETWEEN
 DI6427'DIVISION ROAD AND 31 MILE ROAD.
 DI6427'
 DI6427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MAIN
 DI6427'STREET) WITH DIVISION HIGHWAY, GO WEST ON DIVISION HIGHWAY FOR 0.9
 DI6427'MILES (1.45 KILOMETERS) TO LOWE PLANK ROAD, GO SOUTH ON LOWE PLANK
 DI6427'ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6427'
 DI6427'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6427'DISK STAMPED 50628 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6427'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.7 METERS (48.3
 DI6427'FEET) NORTH-NORTHWEST OF A POWER POLE, 7.1 METERS (23.3 FEET) EAST OF
 DI6427'THE CENTERLINE OF LOWE PLANK ROAD, 4.0 METERS (13.0 FEET) SOUTH OF THE
 DI6427'EXTENDED CENTER OF PRIVATE ENTRANCE--38175--, AND 0.99 METERS (3.2
 DI6427'FEET) EAST OF A CARSONITE WITNESS POST.
 DI6427
 DI6427                          STATION RECOVERY (2012)
 DI6427
 DI6427'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (CWB)
 DI6427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6110 ***********************************************************************
 DI6110  DESIGNATION -  50629
 DI6110  PID         -  DI6110
 DI6110  STATE/COUNTY-  MI/MACOMB
 DI6110  COUNTRY     -  US
 DI6110  USGS QUAD   -  RICHMOND (2017)
 DI6110
 DI6110                         *CURRENT SURVEY CONTROL
 DI6110  ______________________________________________________________________
 DI6110* NAD 83(2011) POSITION- 42 49 54.92969(N) 082 45 41.87025(W)   ADJUSTED
 DI6110* NAD 83(2011) ELLIP HT-   193.506 (meters)        (06/27/12)   ADJUSTED
 DI6110* NAD 83(2011) EPOCH   -  2010.00
 DI6110* NAVD 88 ORTHO HEIGHT -   228.476 (meters)      749.59  (feet) ADJUSTED
 DI6110  ______________________________________________________________________
 DI6110  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 DI6110  NAD 83(2011) X  -    590,274.701 (meters)                     COMP
 DI6110  NAD 83(2011) Y  - -4,647,473.834 (meters)                     COMP
 DI6110  NAD 83(2011) Z  -  4,313,959.079 (meters)                     COMP
 DI6110  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DI6110  DYNAMIC HEIGHT  -        228.412 (meters)      749.38  (feet) COMP
 DI6110  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 DI6110
 DI6110  VERT ORDER      -  SECOND    CLASS I
 DI6110
 DI6110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6110  Standards:
 DI6110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6110  -------------------------------------------------------------------
 DI6110  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.02208106
 DI6110  -------------------------------------------------------------------
 DI6110  Click here for local accuracies and other accuracy information.
 DI6110
 DI6110.The horizontal coordinates were established by GPS observations
 DI6110.and adjusted by the National Geodetic Survey in June 2012.
 DI6110
 DI6110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6110.been affixed to the stable North American tectonic plate. See 
 DI6110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6110
 DI6110.The horizontal coordinates are valid at the epoch date displayed above
 DI6110.which is a decimal equivalence of Year/Month/Day.
 DI6110
 DI6110.The orthometric height was determined by differential leveling and
 DI6110.adjusted by the NATIONAL GEODETIC SURVEY
 DI6110.in July 2007.
 DI6110
 DI6110.No vertical observational check was made to the station.
 DI6110
 DI6110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6110.GEOID18 height accuracy estimate available here.
 DI6110
 DI6110.Click photographs - Photos may exist for this station.
 DI6110
 DI6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6110
 DI6110.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6110
 DI6110.The ellipsoidal height was determined by GPS observations
 DI6110.and is referenced to NAD 83.
 DI6110
 DI6110.The dynamic height is computed by dividing the NAVD 88
 DI6110.geopotential number by the normal gravity value computed on the
 DI6110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6110.degrees latitude (g = 980.6199 gals.).
 DI6110
 DI6110.The modeled gravity was interpolated from observed gravity values.
 DI6110
 DI6110. The following values were computed from the NAD 83(2011) position.
 DI6110
 DI6110;                    North         East     Units Scale Factor Converg.
 DI6110;SPC MI S     -   149,197.380 4,131,212.239   MT  0.99990731   +1 05 32.2
 DI6110;SPC MI S     -   489,492.72 13,553,845.93   iFT  0.99990731   +1 05 32.2
 DI6110;UTM  17      - 4,743,655.663   356,019.885   MT  0.99985504   -1 11 52.3
 DI6110
 DI6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6110!SPC MI S     -   0.99996965  x   0.99990731  =   0.99987697
 DI6110!UTM  17      -   0.99996965  x   0.99985504  =   0.99982470
 DI6110
 DI6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5601943655(NAD 83)
 DI6110
 DI6110                          SUPERSEDED SURVEY CONTROL
 DI6110
 DI6110  NAD 83(2007)-  42 49 54.92980(N)    082 45 41.87108(W) AD(2002.00) 1
 DI6110  ELLIP H (06/10/07)  193.517  (m)                       GP(2002.00) 4 1
 DI6110  NAVD 88             228.48   (m)          749.6    (f) LEVELING    3  
 DI6110
 DI6110.Superseded values are not recommended for survey control.
 DI6110
 DI6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6110.See file dsdata.pdf to determine how the superseded data were derived.
 DI6110
 DI6110_MARKER: DD = SURVEY DISK
 DI6110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6110_STAMPING: 50629 2006
 DI6110_MARK LOGO: MIDT
 DI6110_PROJECTION: FLUSH
 DI6110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6110+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DI6110
 DI6110  HISTORY     - Date     Condition        Report By
 DI6110  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6110  HISTORY     - 20120403 GOOD             SPALD
 DI6110  HISTORY     - 20161125 GOOD             INDIV
 DI6110  HISTORY     - 20200630 GOOD             MIDT
 DI6110
 DI6110                          STATION DESCRIPTION
 DI6110
 DI6110'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6110'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) NORTH OF RICHMOND,
 DI6110'4.5 MILES (7.24 KILOMETERS) SOUTH OF MEMPHIS, AND 6.1 MILES (9.82
 DI6110'KILOMETERS) SOUTHWEST OF COLUMBUS, LOCATED WEST OF MEMPHIS RIDGE ROAD
 DI6110'AND BETWEEN BIG HAND ROAD AND HEBEL ROAD.
 DI6110'
 DI6110'TO REACH THE STATION FROM THE JUNCTION OF DIVISION ROAD WITH STATE
 DI6110'HIGHWAY M-19 (MAIN STREET), GO NORTH ON STATE HIGHWAY M-19 FOR 1.6
 DI6110'MILES (2.57 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6110'
 DI6110'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6110'DISK STAMPED --50629 2006-- SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6110'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 9.3 METERS (30.5
 DI6110'FEET) NORTH-NORTHEAST OF A POWER POLE, 8.9 METERS (29.2 FEET) WEST OF
 DI6110'THE CENTERLINE OF STATE HIGHWAY M-19, 3.0 METERS (10.0 FEET) NORTH OF
 DI6110'THE EXTENDED CENTER OF PRIVATE ENTRANCE--72100--, AND 0.99 METERS (3.2
 DI6110'FEET) WEST OF A CARSONITE WITNESS POST.
 DI6110
 DI6110                          STATION RECOVERY (2012)
 DI6110
 DI6110'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (CWB)
 DI6110'RECOVERED IN GOOD CONDITION.
 DI6110
 DI6110                          STATION RECOVERY (2016)
 DI6110
 DI6110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DI6110'RECOVERED IN GOOD CONDITION
 DI6110
 DI6110                          STATION RECOVERY (2020)
 DI6110
 DI6110'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6111 ***********************************************************************
 DI6111  DESIGNATION -  50630
 DI6111  PID         -  DI6111
 DI6111  STATE/COUNTY-  MI/MACOMB
 DI6111  COUNTRY     -  US
 DI6111  USGS QUAD   -  RICHMOND (2017)
 DI6111
 DI6111                         *CURRENT SURVEY CONTROL
 DI6111  ______________________________________________________________________
 DI6111* NAD 83(1986) POSITION- 42 51 13.     (N) 082 45 48.     (W)   SCALED
 DI6111* NAVD 88 ORTHO HEIGHT -   228.308 (meters)      749.04  (feet) ADJUSTED
 DI6111  ______________________________________________________________________
 DI6111  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 DI6111  DYNAMIC HEIGHT  -        228.245 (meters)      748.83  (feet) COMP
 DI6111  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 DI6111
 DI6111  VERT ORDER      -  SECOND    CLASS I
 DI6111
 DI6111.The horizontal coordinates were scaled from a map and have
 DI6111.an estimated accuracy of +/- 6 seconds.
 DI6111
 DI6111.The orthometric height was determined by differential leveling and
 DI6111.adjusted by the NATIONAL GEODETIC SURVEY
 DI6111.in July 2007.
 DI6111
 DI6111.No vertical observational check was made to the station.
 DI6111
 DI6111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6111.GEOID18 height accuracy estimate available here.
 DI6111
 DI6111.Click photographs - Photos may exist for this station.
 DI6111
 DI6111.The dynamic height is computed by dividing the NAVD 88
 DI6111.geopotential number by the normal gravity value computed on the
 DI6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6111.degrees latitude (g = 980.6199 gals.).
 DI6111
 DI6111.The modeled gravity was interpolated from observed gravity values.
 DI6111
 DI6111;                    North         East    Units  Estimated Accuracy
 DI6111;SPC MI S     -   151,600.    4,131,030.      MT  (+/- 180 meters Scaled)
 DI6111
 DI6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH559460(NAD 83)
 DI6111
 DI6111                          SUPERSEDED SURVEY CONTROL
 DI6111
 DI6111.No superseded survey control is available for this station.
 DI6111
 DI6111_MARKER: DD = SURVEY DISK
 DI6111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6111_STAMPING: 50630 2006
 DI6111_MARK LOGO: MIDT
 DI6111_PROJECTION: FLUSH
 DI6111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6111+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DI6111
 DI6111  HISTORY     - Date     Condition        Report By
 DI6111  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6111  HISTORY     - 20120403 GOOD             SPALD
 DI6111  HISTORY     - 20161125 GOOD             INDIV
 DI6111
 DI6111                          STATION DESCRIPTION
 DI6111
 DI6111'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6111'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) SOUTH OF MEMPHIS,
 DI6111'5.5 MILES (8.85 KILOMETERS) SOUTHWEST OF COLUMBUS, AND 3.1 MILES (4.99
 DI6111'KILOMETERS) NORTH OF RICHMOND, IN THE NORTHEAST QUADRANT OF THE
 DI6111'INTERSECTION OF LOGG ROAD AND STATE HIGHWAY M-19 (MEMPHIS RIDGE ROAD).
 DI6111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MEMPHIS
 DI6111'RIDGE ROAD) WITH BORDMAN ROAD, GO SOUTH ON STATE HIGHWAY M-19 FOR 3.0
 DI6111'MILES (4.83 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6111'
 DI6111'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6111'DISK STAMPED 50630 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6111'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 35.4 METERS
 DI6111'(116.0 FEET) NORTH OF THE CENTERLINE OF LOGG ROAD, 24.3 METERS (79.6
 DI6111'FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--75025--, 9.3
 DI6111'METERS (30.4 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY M-19, AND
 DI6111'0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6111
 DI6111                          STATION RECOVERY (2012)
 DI6111
 DI6111'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (CWB)
 DI6111'RECOVERED IN GOOD CONDITION.
 DI6111
 DI6111                          STATION RECOVERY (2016)
 DI6111
 DI6111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DI6111'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6112 ***********************************************************************
 DI6112  DESIGNATION -  50631
 DI6112  PID         -  DI6112
 DI6112  STATE/COUNTY-  MI/MACOMB
 DI6112  COUNTRY     -  US
 DI6112  USGS QUAD   -  MEMPHIS (2017)
 DI6112
 DI6112                         *CURRENT SURVEY CONTROL
 DI6112  ______________________________________________________________________
 DI6112* NAD 83(2011) POSITION- 42 52 33.55792(N) 082 46 03.66844(W)   ADJUSTED
 DI6112* NAD 83(2011) ELLIP HT-   190.325 (meters)        (06/27/12)   ADJUSTED
 DI6112* NAD 83(2011) EPOCH   -  2010.00
 DI6112* NAVD 88 ORTHO HEIGHT -   225.286 (meters)      739.13  (feet) ADJUSTED
 DI6112  ______________________________________________________________________
 DI6112  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 DI6112  NAD 83(2011) X  -    589,364.116 (meters)                     COMP
 DI6112  NAD 83(2011) Y  - -4,644,231.019 (meters)                     COMP
 DI6112  NAD 83(2011) Z  -  4,317,545.496 (meters)                     COMP
 DI6112  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DI6112  DYNAMIC HEIGHT  -        225.224 (meters)      738.92  (feet) COMP
 DI6112  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 DI6112
 DI6112  VERT ORDER      -  SECOND    CLASS I
 DI6112
 DI6112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6112  Standards:
 DI6112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6112  -------------------------------------------------------------------
 DI6112  NETWORK    0.22   0.39           0.10   0.08   0.20     -0.00838603
 DI6112  -------------------------------------------------------------------
 DI6112  Click here for local accuracies and other accuracy information.
 DI6112
 DI6112.The horizontal coordinates were established by GPS observations
 DI6112.and adjusted by the National Geodetic Survey in June 2012.
 DI6112
 DI6112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6112.been affixed to the stable North American tectonic plate. See 
 DI6112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6112
 DI6112.The horizontal coordinates are valid at the epoch date displayed above
 DI6112.which is a decimal equivalence of Year/Month/Day.
 DI6112
 DI6112.The orthometric height was determined by differential leveling and
 DI6112.adjusted by the NATIONAL GEODETIC SURVEY
 DI6112.in July 2007.
 DI6112
 DI6112.No vertical observational check was made to the station.
 DI6112
 DI6112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6112.GEOID18 height accuracy estimate available here.
 DI6112
 DI6112.Click photographs - Photos may exist for this station.
 DI6112
 DI6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6112
 DI6112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6112
 DI6112.The ellipsoidal height was determined by GPS observations
 DI6112.and is referenced to NAD 83.
 DI6112
 DI6112.The dynamic height is computed by dividing the NAVD 88
 DI6112.geopotential number by the normal gravity value computed on the
 DI6112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6112.degrees latitude (g = 980.6199 gals.).
 DI6112
 DI6112.The modeled gravity was interpolated from observed gravity values.
 DI6112
 DI6112. The following values were computed from the NAD 83(2011) position.
 DI6112
 DI6112;                    North         East     Units Scale Factor Converg.
 DI6112;SPC MI S     -   154,081.621 4,130,624.345   MT  0.99990689   +1 05 17.4
 DI6112;SPC MI S     -   505,517.13 13,551,917.14   iFT  0.99990689   +1 05 17.4
 DI6112;UTM  17      - 4,748,559.247   355,627.695   MT  0.99985643   -1 12 10.7
 DI6112
 DI6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6112!SPC MI S     -   0.99997015  x   0.99990689  =   0.99987705
 DI6112!UTM  17      -   0.99997015  x   0.99985643  =   0.99982659
 DI6112
 DI6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5562748559(NAD 83)
 DI6112
 DI6112                          SUPERSEDED SURVEY CONTROL
 DI6112
 DI6112  NAD 83(2007)-  42 52 33.55801(N)    082 46 03.66930(W) AD(2002.00) 1
 DI6112  ELLIP H (06/10/07)  190.336  (m)                       GP(2002.00) 4 1
 DI6112  NAVD 88             225.29   (m)          739.1    (f) LEVELING    3  
 DI6112
 DI6112.Superseded values are not recommended for survey control.
 DI6112
 DI6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6112.See file dsdata.pdf to determine how the superseded data were derived.
 DI6112
 DI6112_MARKER: DD = SURVEY DISK
 DI6112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6112_STAMPING: 50631 2006
 DI6112_MARK LOGO: MIDT
 DI6112_PROJECTION: FLUSH
 DI6112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6112+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DI6112
 DI6112  HISTORY     - Date     Condition        Report By
 DI6112  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6112  HISTORY     - 20120403 GOOD             SPALD
 DI6112  HISTORY     - 20200630 GOOD             MIDT
 DI6112
 DI6112                          STATION DESCRIPTION
 DI6112
 DI6112'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6112'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) SOUTH OF MEMPHIS,
 DI6112'5.4 MILES (8.69 KILOMETERS) WEST OF COLUMBUS, AND 4.6 MILES (7.4
 DI6112'KILOMETERS) NORTH OF RICHMOND, IN THE NORTHEAST QUADRANT OF THE
 DI6112'INTERSECTION OF WEBER ROAD AND STATE HIGHWAY M-19 (MEMPHIS RIDGE
 DI6112'ROAD).
 DI6112'
 DI6112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MEMPHIS
 DI6112'RIDGE ROAD) WITH BORDMAN ROAD, GO SOUTH ON STATE HIGHWAY M-19 FOR 1.4
 DI6112'MILES (2.25 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6112'
 DI6112'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6112'DISK STAMPED 50631 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6112'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 71.3 METERS
 DI6112'(234.0 FEET) SOUTH OF THE EXTENDED CENTER OF PRIVATE
 DI6112'ENTRANCE--78101--, 39.0 METERS (128.0 FEET) NORTHWEST OF A POWER POLE,
 DI6112'36.0 METERS (118.0 FEET) NORTH OF THE CENTERLINE OF WEBER ROAD, 8.6
 DI6112'METERS (28.3 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY M-19, AND
 DI6112'0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6112
 DI6112                          STATION RECOVERY (2012)
 DI6112
 DI6112'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (CWB)
 DI6112'RECOVERED IN GOOD CONDITION.
 DI6112
 DI6112                          STATION RECOVERY (2020)
 DI6112
 DI6112'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6112'22 FT (6.7 M) SOUTH-SOUTHWEST OF NORTH M19 SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6113 ***********************************************************************
 DI6113  DESIGNATION -  50632
 DI6113  PID         -  DI6113
 DI6113  STATE/COUNTY-  MI/MACOMB
 DI6113  COUNTRY     -  US
 DI6113  USGS QUAD   -  NEW HAVEN (2017)
 DI6113
 DI6113                         *CURRENT SURVEY CONTROL
 DI6113  ______________________________________________________________________
 DI6113* NAD 83(2011) POSITION- 42 43 12.97026(N) 082 45 04.08112(W)   ADJUSTED
 DI6113* NAD 83(2011) ELLIP HT-   153.682 (meters)        (06/27/12)   ADJUSTED
 DI6113* NAD 83(2011) EPOCH   -  2010.00
 DI6113* NAVD 88 ORTHO HEIGHT -   188.636 (meters)      618.88  (feet) ADJUSTED
 DI6113  ______________________________________________________________________
 DI6113  GEOID HEIGHT    -        -34.949 (meters)                     GEOID18
 DI6113  NAD 83(2011) X  -    592,185.381 (meters)                     COMP
 DI6113  NAD 83(2011) Y  - -4,655,693.248 (meters)                     COMP
 DI6113  NAD 83(2011) Z  -  4,304,827.367 (meters)                     COMP
 DI6113  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DI6113  DYNAMIC HEIGHT  -        188.583 (meters)      618.71  (feet) COMP
 DI6113  MODELED GRAVITY -    980,335.7   (mgal)                       NAVD 88
 DI6113
 DI6113  VERT ORDER      -  SECOND    CLASS I
 DI6113
 DI6113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6113  Standards:
 DI6113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6113  -------------------------------------------------------------------
 DI6113  NETWORK    0.25   0.39           0.11   0.09   0.20      0.03610737
 DI6113  -------------------------------------------------------------------
 DI6113  Click here for local accuracies and other accuracy information.
 DI6113
 DI6113.The horizontal coordinates were established by GPS observations
 DI6113.and adjusted by the National Geodetic Survey in June 2012.
 DI6113
 DI6113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6113.been affixed to the stable North American tectonic plate. See 
 DI6113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6113
 DI6113.The horizontal coordinates are valid at the epoch date displayed above
 DI6113.which is a decimal equivalence of Year/Month/Day.
 DI6113
 DI6113.The orthometric height was determined by differential leveling and
 DI6113.adjusted by the NATIONAL GEODETIC SURVEY
 DI6113.in July 2007.
 DI6113
 DI6113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6113.GEOID18 height accuracy estimate available here.
 DI6113
 DI6113.Click photographs - Photos may exist for this station.
 DI6113
 DI6113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6113
 DI6113.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6113
 DI6113.The ellipsoidal height was determined by GPS observations
 DI6113.and is referenced to NAD 83.
 DI6113
 DI6113.The dynamic height is computed by dividing the NAVD 88
 DI6113.geopotential number by the normal gravity value computed on the
 DI6113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6113.degrees latitude (g = 980.6199 gals.).
 DI6113
 DI6113.The modeled gravity was interpolated from observed gravity values.
 DI6113
 DI6113. The following values were computed from the NAD 83(2011) position.
 DI6113
 DI6113;                    North         East     Units Scale Factor Converg.
 DI6113;SPC MI S     -   136,813.590 4,132,308.235   MT  0.99991099   +1 05 57.9
 DI6113;SPC MI S     -   448,863.48 13,557,441.72   iFT  0.99991099   +1 05 57.9
 DI6113;UTM  17      - 4,731,238.663   356,620.394   MT  0.99985292   -1 11 17.5
 DI6113
 DI6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6113!SPC MI S     -   0.99997590  x   0.99991099  =   0.99988689
 DI6113!UTM  17      -   0.99997590  x   0.99985292  =   0.99982882
 DI6113
 DI6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5662031238(NAD 83)
 DI6113
 DI6113                          SUPERSEDED SURVEY CONTROL
 DI6113
 DI6113  NAD 83(2007)-  42 43 12.97042(N)    082 45 04.08177(W) AD(2002.00) 1
 DI6113  ELLIP H (06/10/07)  153.686  (m)                       GP(2002.00) 4 1
 DI6113  NAVD 88             188.64   (m)          618.9    (f) LEVELING    3  
 DI6113
 DI6113.Superseded values are not recommended for survey control.
 DI6113
 DI6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6113.See file dsdata.pdf to determine how the superseded data were derived.
 DI6113
 DI6113_MARKER: DD = SURVEY DISK
 DI6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6113_STAMPING: 50632 2006
 DI6113_MARK LOGO: MIDT
 DI6113_PROJECTION: FLUSH
 DI6113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6113+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2025
 DI6113
 DI6113  HISTORY     - Date     Condition        Report By
 DI6113  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6113  HISTORY     - 20200701 GOOD             MIDT
 DI6113  HISTORY     - 20251204 GOOD             DANDR
 DI6113
 DI6113                          STATION DESCRIPTION
 DI6113
 DI6113'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6113'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTHEAST OF NEW
 DI6113'HAVEN, 2.9 MILES (4.67 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND 4.6
 DI6113'MILES (7.4 KILOMETERS) SOUTHWEST OF CASCO, LOCATED NEAR THE
 DI6113'INTERSECTION OF INTERSTATE HIGHWAY-94 AND 26 MILE ROAD.
 DI6113'
 DI6113'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6113'26 MILE ROAD, GO EAST ON 26 MILE ROAD FOR 500.0 FEET (152.4 METERS) TO
 DI6113'THE STATION ON THE RIGHT.
 DI6113'
 DI6113'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6113'DISK STAMPED 50632 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6113'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 38.1 METERS
 DI6113'(125.0) WEST OF THE CENTERLINE OF EAST INTERSTATE HIGHWAY-94 OFF/ON
 DI6113'RAMPS, 28.4 METERS (93.3 FEET) WEST-NORTHWEST OF A UTILITY POLE, 24.1
 DI6113'METERS (79.2 FEET) EAST-SOUTHEAST OF THE END OF A GUARDRAIL, 9.2
 DI6113'METERS (30.2 FEET) SOUTH OF THE CENTERLINE OF 26 MILE ROAD, AND 0.99
 DI6113'METERS (3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6113
 DI6113                          STATION RECOVERY (2020)
 DI6113
 DI6113'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6113'RECOVERED IN GOOD CONDITION.
 DI6113
 DI6113                          STATION RECOVERY (2025)
 DI6113
 DI6113'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 DI6113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6114 ***********************************************************************
 DI6114  DESIGNATION -  50633
 DI6114  PID         -  DI6114
 DI6114  STATE/COUNTY-  MI/MACOMB
 DI6114  COUNTRY     -  US
 DI6114  USGS QUAD   -  ALLENTON (2017)
 DI6114
 DI6114                         *CURRENT SURVEY CONTROL
 DI6114  ______________________________________________________________________
 DI6114* NAD 83(1986) POSITION- 42 53 38.     (N) 082 58 29.     (W)   SCALED
 DI6114* NAVD 88 ORTHO HEIGHT -   240.605 (meters)      789.38  (feet) ADJUSTED
 DI6114  ______________________________________________________________________
 DI6114  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 DI6114  DYNAMIC HEIGHT  -        240.537 (meters)      789.16  (feet) COMP
 DI6114  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 DI6114
 DI6114  VERT ORDER      -  SECOND    CLASS I
 DI6114
 DI6114.The horizontal coordinates were scaled from a map and have
 DI6114.an estimated accuracy of +/- 6 seconds.
 DI6114
 DI6114.The orthometric height was determined by differential leveling and
 DI6114.adjusted by the NATIONAL GEODETIC SURVEY
 DI6114.in July 2007.
 DI6114
 DI6114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6114.GEOID18 height accuracy estimate available here.
 DI6114
 DI6114.Click photographs - Photos may exist for this station.
 DI6114
 DI6114.The dynamic height is computed by dividing the NAVD 88
 DI6114.geopotential number by the normal gravity value computed on the
 DI6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6114.degrees latitude (g = 980.6199 gals.).
 DI6114
 DI6114.The modeled gravity was interpolated from observed gravity values.
 DI6114
 DI6114;                    North         East    Units  Estimated Accuracy
 DI6114;SPC MI S     -   155,770.    4,113,680.      MT  (+/- 180 meters Scaled)
 DI6114
 DI6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH387509(NAD 83)
 DI6114
 DI6114                          SUPERSEDED SURVEY CONTROL
 DI6114
 DI6114.No superseded survey control is available for this station.
 DI6114
 DI6114_MARKER: DD = SURVEY DISK
 DI6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6114_STAMPING: 50633 2006
 DI6114_MARK LOGO: MIDT
 DI6114_PROJECTION: FLUSH
 DI6114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6114+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 DI6114
 DI6114  HISTORY     - Date     Condition        Report By
 DI6114  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6114  HISTORY     - 20100714 GOOD             MIDT
 DI6114  HISTORY     - 20111026 GOOD             SPALD
 DI6114
 DI6114                          STATION DESCRIPTION
 DI6114
 DI6114'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6114'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) SOUTHEAST OF
 DI6114'ALMONT, 2.3 MILES (3.7 KILOMETERS) SOUTHWEST OF ALLENTON, AND 5.7
 DI6114'MILES (9.2 KILOMETERS) NORTHWEST OF ARMADA, IN THE NORTHEAST QUADRANT
 DI6114'OF THE INTERSECTION OF BORDMAN ROAD WITH MCFADDEN ROAD.
 DI6114'
 DI6114'TO REACH THE STATION FROM THE JUNCTION OF CAPAC ROAD WITH BORDMAN
 DI6114'ROAD, GO WEST ON BORDMAN ROAD FOR 1.5 MILES (2.41 KILOMETERS) TO THE
 DI6114'STATION ON THE RIGHT.
 DI6114'
 DI6114'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6114'DISK STAMPED 50633 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6114'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.27 MILES (0.43
 DI6114'KILOMETERS) WEST OF THE CENTER OF PRIVATE ENTRANCE--16425--, 25.8
 DI6114'METERS (84.5 FEET) EAST OF THE CENTERLINE OF MCFADDEN ROAD, 10.8
 DI6114'METERS (35.5 FEET) SOUTHEAST OF THE EASTERLY LEG OF WILSON FARM SIGN,
 DI6114'8.8 METERS (29.0 FEET) NORTH OF THE CENTERLINE OF BORDMAN ROAD, AND
 DI6114'0.99 METERS (3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6114
 DI6114                          STATION RECOVERY (2010)
 DI6114
 DI6114'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DI6114'RECOVERED AS DESCRIBED.
 DI6114
 DI6114                          STATION RECOVERY (2011)
 DI6114
 DI6114'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 DI6114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6115 ***********************************************************************
 DI6115  DESIGNATION -  50634
 DI6115  PID         -  DI6115
 DI6115  STATE/COUNTY-  MI/LAPEER
 DI6115  COUNTRY     -  US
 DI6115  USGS QUAD   -  ALMONT (2017)
 DI6115
 DI6115                         *CURRENT SURVEY CONTROL
 DI6115  ______________________________________________________________________
 DI6115* NAD 83(1986) POSITION- 42 53 34.24   (N) 083 00 22.03   (W)   HD_HELD1
 DI6115* NAVD 88 ORTHO HEIGHT -   238.487 (meters)      782.44  (feet) ADJUSTED
 DI6115  ______________________________________________________________________
 DI6115  GEOID HEIGHT    -        -34.940 (meters)                     GEOID18
 DI6115  DYNAMIC HEIGHT  -        238.418 (meters)      782.21  (feet) COMP
 DI6115  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 DI6115
 DI6115  VERT ORDER      -  SECOND    CLASS I
 DI6115
 DI6115.The horizontal coordinates were determined by differentially corrected
 DI6115.hand held GPS observations or other comparable positioning techniques
 DI6115.and have an estimated accuracy of +/- 3 meters.
 DI6115
 DI6115.The orthometric height was determined by differential leveling and
 DI6115.adjusted by the NATIONAL GEODETIC SURVEY
 DI6115.in July 2007.
 DI6115
 DI6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6115.GEOID18 height accuracy estimate available here.
 DI6115
 DI6115.Click photographs - Photos may exist for this station.
 DI6115
 DI6115.The dynamic height is computed by dividing the NAVD 88
 DI6115.geopotential number by the normal gravity value computed on the
 DI6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6115.degrees latitude (g = 980.6199 gals.).
 DI6115
 DI6115.The modeled gravity was interpolated from observed gravity values.
 DI6115
 DI6115;                    North         East    Units  Estimated Accuracy
 DI6115;SPC MI S     -   155,611.4   4,111,117.7     MT  (+/- 3 meters HH1 GPS) 
 DI6115
 DI6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3619850867(NAD 83)
 DI6115
 DI6115                          SUPERSEDED SURVEY CONTROL
 DI6115
 DI6115.No superseded survey control is available for this station.
 DI6115
 DI6115_MARKER: DD = SURVEY DISK
 DI6115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6115_STAMPING: 50634 2006
 DI6115_MARK LOGO: MIDT
 DI6115_PROJECTION: FLUSH
 DI6115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6115+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 DI6115
 DI6115  HISTORY     - Date     Condition        Report By
 DI6115  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6115  HISTORY     - 20100715 GOOD             MIDT
 DI6115  HISTORY     - 20210721 GOOD             MIDT
 DI6115
 DI6115                          STATION DESCRIPTION
 DI6115
 DI6115'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6115'THE STATION IS LOCATED 2.7 MILES (4.35 KILOMETERS) SOUTHEAST OF
 DI6115'ALMONT, 6.2 MILES (9.98 KILOMETERS) NORTH OF ROMEO, AND 3.6 MILES
 DI6115'(5.79 KILOMETERS) SOUTHWEST OF ALLENTON, LOCATED NORTH OF BORDMAN ROAD
 DI6115'AND BETWEEN KIDDER ROAD AND SCOTCH SETTLEMENT ROAD.
 DI6115'
 DI6115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6115'AVENUE) WITH BORDMAN ROAD, GO EAST ON BORDMAN ROAD FOR 1.9 MILES (3.06
 DI6115'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6115'
 DI6115'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6115'DISK STAMPED 50634 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DI6115'THE STATION IS 26.2 METERS (85.8 FEET) WEST-SOUTHWEST OF A PEDESTAL
 DI6115'BOX, 19.8 METERS (65.0 FEET) WEST OF THE CENTER OF PRIVATE
 DI6115'ENTRANCE--8439--, 7.0 METERS (23.0 FEET) NORTH OF THE CENTERLINE OF
 DI6115'BORDMAN, AND 0.99 METERS (3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6115
 DI6115                          STATION RECOVERY (2010)
 DI6115
 DI6115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DI6115'RECOVERED AS DESCRIBED.
 DI6115
 DI6115                          STATION RECOVERY (2021)
 DI6115
 DI6115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 DI6115'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6116 ***********************************************************************
 DI6116  DESIGNATION -  50635
 DI6116  PID         -  DI6116
 DI6116  STATE/COUNTY-  MI/LAPEER
 DI6116  COUNTRY     -  US
 DI6116  USGS QUAD   -  ALMONT (2017)
 DI6116
 DI6116                         *CURRENT SURVEY CONTROL
 DI6116  ______________________________________________________________________
 DI6116* NAD 83(1986) POSITION- 42 53 25.     (N) 083 01 54.     (W)   SCALED
 DI6116* NAVD 88 ORTHO HEIGHT -   253.279 (meters)      830.97  (feet) ADJUSTED
 DI6116  ______________________________________________________________________
 DI6116  GEOID HEIGHT    -        -34.926 (meters)                     GEOID18
 DI6116  DYNAMIC HEIGHT  -        253.205 (meters)      830.72  (feet) COMP
 DI6116  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 DI6116
 DI6116  VERT ORDER      -  SECOND    CLASS I
 DI6116
 DI6116.The horizontal coordinates were scaled from a map and have
 DI6116.an estimated accuracy of +/- 6 seconds.
 DI6116
 DI6116.The orthometric height was determined by differential leveling and
 DI6116.adjusted by the NATIONAL GEODETIC SURVEY
 DI6116.in July 2007.
 DI6116
 DI6116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6116.GEOID18 height accuracy estimate available here.
 DI6116
 DI6116.Click photographs - Photos may exist for this station.
 DI6116
 DI6116.The dynamic height is computed by dividing the NAVD 88
 DI6116.geopotential number by the normal gravity value computed on the
 DI6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6116.degrees latitude (g = 980.6199 gals.).
 DI6116
 DI6116.The modeled gravity was interpolated from observed gravity values.
 DI6116
 DI6116;                    North         East    Units  Estimated Accuracy
 DI6116;SPC MI S     -   155,290.    4,109,040.      MT  (+/- 180 meters Scaled)
 DI6116
 DI6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH341506(NAD 83)
 DI6116
 DI6116                          SUPERSEDED SURVEY CONTROL
 DI6116
 DI6116.No superseded survey control is available for this station.
 DI6116
 DI6116_MARKER: DD = SURVEY DISK
 DI6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6116_STAMPING: 50635 2006
 DI6116_MARK LOGO: MIDT
 DI6116_PROJECTION: FLUSH
 DI6116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6116+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2010
 DI6116
 DI6116  HISTORY     - Date     Condition        Report By
 DI6116  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6116  HISTORY     - 20071108 GOOD             ROWEIN
 DI6116  HISTORY     - 20100715 GOOD             MIDT
 DI6116
 DI6116                          STATION DESCRIPTION
 DI6116
 DI6116'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6116'THE STATION IS LOCATED 2.2 MILES (3.54 KILOMETERS) SOUTHEAST OF
 DI6116'ALMONT, 6.1 MILES (9.82 KILOMETERS) NORTH OF ROMEO, AND 4.8 MILES
 DI6116'(7.72 KILOMETERS) SOUTHWEST OF ALLENTON, IN THE NORTHEAST QUADRANT OF
 DI6116'THE INTERSECTION OF KIDDER ROAD WITH BORDMAN ROAD.
 DI6116'
 DI6116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6116'AVENUE) WITH BORDMAN ROAD, GO EAST ON BORDMAN ROAD FOR 0.6 MILES (0.97
 DI6116'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6116'
 DI6116'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6116'DISK STAMPED 50635 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6116'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 32.0 METERS
 DI6116'(105.0 FEET) WEST OF THE EXTENDED PRIVATE ENTRANCE--7784--, 21.5
 DI6116'METERS (70.5 FEET) EAST OF THE CENTERLINE OF KIDDER ROAD, 8.6 METERS
 DI6116'(28.3 FEET) EAST-SOUTHEAST OF A UTILITY POLE, 5.8 METERS (19.0 FEET)
 DI6116'NORTH OF THE CENTERLINE OF BORDMAN ROAD, AND 0.99 METERS (3.2 FEET)
 DI6116'NORTH OF A CARSONITE WITNESS POST.
 DI6116
 DI6116                          STATION RECOVERY (2007)
 DI6116
 DI6116'RECOVERY NOTE BY ROWE INCORPORATED 2007 (IDJ)
 DI6116'RECOVERED IN GOOD CONDITION.
 DI6116
 DI6116                          STATION RECOVERY (2010)
 DI6116
 DI6116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DI6116'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6385 ***********************************************************************
 DI6385  DESIGNATION -  50636
 DI6385  PID         -  DI6385
 DI6385  STATE/COUNTY-  MI/MACOMB
 DI6385  COUNTRY     -  US
 DI6385  USGS QUAD   -  ROMEO (2017)
 DI6385
 DI6385                         *CURRENT SURVEY CONTROL
 DI6385  ______________________________________________________________________
 DI6385* NAD 83(1986) POSITION- 42 51 25.     (N) 083 01 15.     (W)   SCALED
 DI6385* NAVD 88 ORTHO HEIGHT -   249.275 (meters)      817.83  (feet) ADJUSTED
 DI6385  ______________________________________________________________________
 DI6385  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 DI6385  DYNAMIC HEIGHT  -        249.201 (meters)      817.59  (feet) COMP
 DI6385  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 DI6385
 DI6385  VERT ORDER      -  SECOND    CLASS I
 DI6385
 DI6385.The horizontal coordinates were scaled from a map and have
 DI6385.an estimated accuracy of +/- 6 seconds.
 DI6385
 DI6385.The orthometric height was determined by differential leveling and
 DI6385.adjusted by the NATIONAL GEODETIC SURVEY
 DI6385.in July 2007.
 DI6385
 DI6385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6385.GEOID18 height accuracy estimate available here.
 DI6385
 DI6385.Click photographs - Photos may exist for this station.
 DI6385
 DI6385.The dynamic height is computed by dividing the NAVD 88
 DI6385.geopotential number by the normal gravity value computed on the
 DI6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6385.degrees latitude (g = 980.6199 gals.).
 DI6385
 DI6385.The modeled gravity was interpolated from observed gravity values.
 DI6385
 DI6385;                    North         East    Units  Estimated Accuracy
 DI6385;SPC MI S     -   151,610.    4,109,980.      MT  (+/- 180 meters Scaled)
 DI6385
 DI6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH349469(NAD 83)
 DI6385
 DI6385                          SUPERSEDED SURVEY CONTROL
 DI6385
 DI6385.No superseded survey control is available for this station.
 DI6385
 DI6385_MARKER: DD = SURVEY DISK
 DI6385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6385_STAMPING: 50636 2006
 DI6385_MARK LOGO: MIDT
 DI6385_PROJECTION: FLUSH
 DI6385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6385+STABILITY: SURFACE MOTION
 DI6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6385+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2007
 DI6385
 DI6385  HISTORY     - Date     Condition        Report By
 DI6385  HISTORY     - 20060517 MONUMENTED       MIDT
 DI6385  HISTORY     - 20071108 GOOD             ROWEIN
 DI6385
 DI6385                          STATION DESCRIPTION
 DI6385
 DI6385'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6385'THE STATION IS LOCATED 4.5 MILES (7.24 KM) WEST-NORTHWEST OF ARMADA,
 DI6385'4.6 MILES (7.4 KILOMETERS) SOUTH-SOUTHEAST OF ALMONT, AND 6.2 MILES
 DI6385'(9.98 KILOMETERS) EAST OF LEONARD, IN THE SOUTHEAST QUADRANT OF THE
 DI6385'INTERSECTION OF HATTIES LANE WITH STATE HIGHWAY M-53 (VAN DYKE
 DI6385'AVENUE).
 DI6385'
 DI6385'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6385'AVENUE) WITH EBELING ROAD, GO NORTH ON STATE HIGHWAY M-53 (VAN DYKE
 DI6385'AVENUE) FOR 0.3 MILES (0.48 KILOMETERS) TO HATTIE LANE, GO EAST ON
 DI6385'HATTIE LANE FOR 61.0 METERS (200.0 FEET) TO THE STATION ON THE RIGHT.
 DI6385'
 DI6385'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6385'DISK STAMPED 50636 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6385'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 42.2 METERS
 DI6385'(138.3 FEET) SOUTH OF HOUSE --7660--, 19.7 METERS (64.6 FEET)
 DI6385'EAST-NORTHEAST OF THE EASTERLY POST OF THE BROCE MEADOWS SIGN, 6.7
 DI6385'METERS (22.1 FEET) SOUTH OF THE CENTERLINE OF HATTIE LANE, 2.5 METERS
 DI6385'(8.2 FEET) SOUTH OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET)
 DI6385'SOUTH OF A CARSONITE WITNESS POST.
 DI6385
 DI6385                          STATION RECOVERY (2007)
 DI6385
 DI6385'RECOVERY NOTE BY ROWE INCORPORATED 2007 (IDJ)
 DI6385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6117 ***********************************************************************
 DI6117  DESIGNATION -  50637
 DI6117  PID         -  DI6117
 DI6117  STATE/COUNTY-  MI/MACOMB
 DI6117  COUNTRY     -  US
 DI6117  USGS QUAD   -  ROMEO (2017)
 DI6117
 DI6117                         *CURRENT SURVEY CONTROL
 DI6117  ______________________________________________________________________
 DI6117* NAD 83(2011) POSITION- 42 50 02.26599(N) 083 01 12.80879(W)   ADJUSTED
 DI6117* NAD 83(2011) ELLIP HT-   211.887 (meters)        (06/27/12)   ADJUSTED
 DI6117* NAD 83(2011) EPOCH   -  2010.00
 DI6117* NAVD 88 ORTHO HEIGHT -   246.860 (meters)      809.91  (feet) ADJUSTED
 DI6117  ______________________________________________________________________
 DI6117  GEOID HEIGHT    -        -34.976 (meters)                     GEOID18
 DI6117  NAD 83(2011) X  -    569,276.170 (meters)                     COMP
 DI6117  NAD 83(2011) Y  - -4,649,951.193 (meters)                     COMP
 DI6117  NAD 83(2011) Z  -  4,314,137.598 (meters)                     COMP
 DI6117  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DI6117  DYNAMIC HEIGHT  -        246.784 (meters)      809.66  (feet) COMP
 DI6117  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 DI6117
 DI6117  VERT ORDER      -  SECOND    CLASS I
 DI6117
 DI6117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6117  Standards:
 DI6117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6117  -------------------------------------------------------------------
 DI6117  NETWORK    0.41   0.65           0.19   0.13   0.33     -0.03409252
 DI6117  -------------------------------------------------------------------
 DI6117  Click here for local accuracies and other accuracy information.
 DI6117
 DI6117.The horizontal coordinates were established by GPS observations
 DI6117.and adjusted by the National Geodetic Survey in June 2012.
 DI6117
 DI6117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6117.been affixed to the stable North American tectonic plate. See 
 DI6117.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6117
 DI6117.The horizontal coordinates are valid at the epoch date displayed above
 DI6117.which is a decimal equivalence of Year/Month/Day.
 DI6117
 DI6117.The orthometric height was determined by differential leveling and
 DI6117.adjusted by the NATIONAL GEODETIC SURVEY
 DI6117.in July 2007.
 DI6117
 DI6117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6117.GEOID18 height accuracy estimate available here.
 DI6117
 DI6117.Click photographs - Photos may exist for this station.
 DI6117
 DI6117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6117
 DI6117.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6117
 DI6117.The ellipsoidal height was determined by GPS observations
 DI6117.and is referenced to NAD 83.
 DI6117
 DI6117.The dynamic height is computed by dividing the NAVD 88
 DI6117.geopotential number by the normal gravity value computed on the
 DI6117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6117.degrees latitude (g = 980.6199 gals.).
 DI6117
 DI6117.The modeled gravity was interpolated from observed gravity values.
 DI6117
 DI6117. The following values were computed from the NAD 83(2011) position.
 DI6117
 DI6117;                    North         East     Units Scale Factor Converg.
 DI6117;SPC MI S     -   149,053.166 4,110,070.444   MT  0.99990727   +0 54 58.7
 DI6117;SPC MI S     -   489,019.57 13,484,483.08   iFT  0.99990727   +0 54 58.7
 DI6117;UTM  17      - 4,744,356.368   334,889.488   MT  0.99993539   -1 22 25.7
 DI6117
 DI6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6117!SPC MI S     -   0.99996677  x   0.99990727  =   0.99987404
 DI6117!UTM  17      -   0.99996677  x   0.99993539  =   0.99990216
 DI6117
 DI6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3488944356(NAD 83)
 DI6117
 DI6117                          SUPERSEDED SURVEY CONTROL
 DI6117
 DI6117  NAD 83(2007)-  42 50 02.26601(N)    083 01 12.80971(W) AD(2002.00) 1
 DI6117  ELLIP H (06/10/07)  211.890  (m)                       GP(2002.00) 4 1
 DI6117  NAVD 88             246.86   (m)          809.9    (f) LEVELING    3  
 DI6117
 DI6117.Superseded values are not recommended for survey control.
 DI6117
 DI6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6117.See file dsdata.pdf to determine how the superseded data were derived.
 DI6117
 DI6117_MARKER: DD = SURVEY DISK
 DI6117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6117_STAMPING: 50637 2006
 DI6117_MARK LOGO: MIDT
 DI6117_PROJECTION: FLUSH
 DI6117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6117+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2007
 DI6117
 DI6117  HISTORY     - Date     Condition        Report By
 DI6117  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6117  HISTORY     - 20071108 GOOD             ROWEIN
 DI6117
 DI6117                          STATION DESCRIPTION
 DI6117
 DI6117'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6117'THE STATION IS LOCATED 7.7 MILES (12.39 KILOMETERS) NORTH OF
 DI6117'WASHINGTON, 6.1 MILES (9.82 KILOMETERS) SOUTH-SOUTHEAST OF ALMONT, AND
 DI6117'2.2 MILES (3.54 KILOMETERS) NORTH OF ROMEO, LOCATED EAST OF STATE
 DI6117'HIGHWAY M-53 (VAN DYKE) AND BETWEEN EBELING ROAD AND 34 MILE ROAD.
 DI6117'
 DI6117'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY M-53 WITH 34 MILE
 DI6117'ROAD, GO NORTH ON STATE HIGHWAY M-53 FOR 0.2 MILES (0.32 KILOMETERS)
 DI6117'TO THE STATION ON THE RIGHT.
 DI6117'
 DI6117'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6117'DISK STAMPED 50637 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6117'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 29.6 METERS (97.0
 DI6117'FEET) NORTH-NORTHWEST OF A POWER POLE, 17.4 METERS (57.0 FEET)
 DI6117'SOUTH-SOUTHWEST OF A POWER POLE, 11.0 METERS (36.0 FEET) EAST OF THE
 DI6117'CENTERLINE OF STATE HIGHWAY M-53, 2.1 METERS (7.0 FEET) NORTH OF THE
 DI6117'EXTENDED DRIVE FOR PETERS GLASS--ADDRESS 73321--, AND 0.99 METERS (3.2
 DI6117'FEET) EAST OF A CARSONITE WITNESS POST.
 DI6117
 DI6117                          STATION RECOVERY (2007)
 DI6117
 DI6117'RECOVERY NOTE BY ROWE INCORPORATED 2007 (IDJ)
 DI6117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6386 ***********************************************************************
 DI6386  DESIGNATION -  50638
 DI6386  PID         -  DI6386
 DI6386  STATE/COUNTY-  MI/MACOMB
 DI6386  COUNTRY     -  US
 DI6386  USGS QUAD   -  ROMEO (2017)
 DI6386
 DI6386                         *CURRENT SURVEY CONTROL
 DI6386  ______________________________________________________________________
 DI6386* NAD 83(1986) POSITION- 42 48 47.     (N) 083 01 10.     (W)   SCALED
 DI6386* NAVD 88 ORTHO HEIGHT -   249.364 (meters)      818.12  (feet) ADJUSTED
 DI6386  ______________________________________________________________________
 DI6386  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 DI6386  DYNAMIC HEIGHT  -        249.286 (meters)      817.87  (feet) COMP
 DI6386  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 DI6386
 DI6386  VERT ORDER      -  SECOND    CLASS I
 DI6386
 DI6386.The horizontal coordinates were scaled from a map and have
 DI6386.an estimated accuracy of +/- 6 seconds.
 DI6386
 DI6386.The orthometric height was determined by differential leveling and
 DI6386.adjusted by the NATIONAL GEODETIC SURVEY
 DI6386.in July 2007.
 DI6386
 DI6386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6386.GEOID18 height accuracy estimate available here.
 DI6386
 DI6386.Click photographs - Photos may exist for this station.
 DI6386
 DI6386.The dynamic height is computed by dividing the NAVD 88
 DI6386.geopotential number by the normal gravity value computed on the
 DI6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6386.degrees latitude (g = 980.6199 gals.).
 DI6386
 DI6386.The modeled gravity was interpolated from observed gravity values.
 DI6386
 DI6386;                    North         East    Units  Estimated Accuracy
 DI6386;SPC MI S     -   146,730.    4,110,170.      MT  (+/- 180 meters Scaled)
 DI6386
 DI6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348420(NAD 83)
 DI6386
 DI6386                          SUPERSEDED SURVEY CONTROL
 DI6386
 DI6386.No superseded survey control is available for this station.
 DI6386
 DI6386_MARKER: DD = SURVEY DISK
 DI6386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6386_STAMPING: 50638 2006
 DI6386_MARK LOGO: MIDT
 DI6386_PROJECTION: FLUSH
 DI6386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6386+STABILITY: SURFACE MOTION
 DI6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6386+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6386
 DI6386  HISTORY     - Date     Condition        Report By
 DI6386  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6386
 DI6386                          STATION DESCRIPTION
 DI6386
 DI6386'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6386'THE STATION IS LOCATED 0.8 MILES (1.29 KILOMETERS) NORTH OF ROMEO, 6.3
 DI6386'MILES (10.14 KILOMETERS) NORTH-NORTHEAST OF WASHINGTON, AND 7.4 MILES
 DI6386'(11.91 KILOMETERS) SOUTH OF ALMONT, IN THE NORTHEAST QUADRANT OF THE
 DI6386'INTERSECTION OF STATE HIGHWAY M-53 (VAN DYKE AVENUE) WITH KAEDING
 DI6386'ROAD.
 DI6386'
 DI6386'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6386'AVENUE) WITH WEST GATE STREET, GO NORTHWEST ON STATE HIGHWAY M-53 (VAN
 DI6386'DYKE AVENUE) FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE
 DI6386'RIGHT.
 DI6386'
 DI6386'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6386'DISK STAMPED 50638 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6386'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 274.3 METERS
 DI6386'(900.0 FEET) SOUTH OF PRIVATE ENTRANCE--70790--, 30.7 METERS (100.6
 DI6386'FEET) NORTH-NORTHEAST OF A POWER POLE, 24.4 METERS (80.0 FEET) NORTH
 DI6386'OF THE CENTERLINE OF KAEDING ROAD, 10.7 METERS (35.1 FEET) EAST OF THE
 DI6386'CENTERLINE OF STATE HIGHWAY M-53 (VAN DYKE AVENUE), AND 0.99 METERS
 DI6386'(3.2 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6118 ***********************************************************************
 DI6118  DESIGNATION -  50639
 DI6118  PID         -  DI6118
 DI6118  STATE/COUNTY-  MI/MACOMB
 DI6118  COUNTRY     -  US
 DI6118  USGS QUAD   -  ROMEO (2017)
 DI6118
 DI6118                         *CURRENT SURVEY CONTROL
 DI6118  ______________________________________________________________________
 DI6118* NAD 83(1986) POSITION- 42 47 37.     (N) 083 00 52.     (W)   SCALED
 DI6118* NAVD 88 ORTHO HEIGHT -   244.968 (meters)      803.70  (feet) ADJUSTED
 DI6118  ______________________________________________________________________
 DI6118  GEOID HEIGHT    -        -34.977 (meters)                     GEOID18
 DI6118  DYNAMIC HEIGHT  -        244.893 (meters)      803.45  (feet) COMP
 DI6118  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 DI6118
 DI6118  VERT ORDER      -  SECOND    CLASS I
 DI6118
 DI6118.The horizontal coordinates were scaled from a map and have
 DI6118.an estimated accuracy of +/- 6 seconds.
 DI6118
 DI6118.The orthometric height was determined by differential leveling and
 DI6118.adjusted by the NATIONAL GEODETIC SURVEY
 DI6118.in July 2007.
 DI6118
 DI6118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6118.GEOID18 height accuracy estimate available here.
 DI6118
 DI6118.Click photographs - Photos may exist for this station.
 DI6118
 DI6118.The dynamic height is computed by dividing the NAVD 88
 DI6118.geopotential number by the normal gravity value computed on the
 DI6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6118.degrees latitude (g = 980.6199 gals.).
 DI6118
 DI6118.The modeled gravity was interpolated from observed gravity values.
 DI6118
 DI6118;                    North         East    Units  Estimated Accuracy
 DI6118;SPC MI S     -   144,580.    4,110,620.      MT  (+/- 180 meters Scaled)
 DI6118
 DI6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH352398(NAD 83)
 DI6118
 DI6118                          SUPERSEDED SURVEY CONTROL
 DI6118
 DI6118.No superseded survey control is available for this station.
 DI6118
 DI6118_MARKER: DD = SURVEY DISK
 DI6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6118_STAMPING: 50639 2006
 DI6118_MARK LOGO: MIDT
 DI6118_PROJECTION: FLUSH
 DI6118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6118+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6118
 DI6118  HISTORY     - Date     Condition        Report By
 DI6118  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6118
 DI6118                          STATION DESCRIPTION
 DI6118
 DI6118'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6118'THE STATION IS LOCATED 0.6 MILES (0.97 KILOMETERS) SOUTH OF ROMEO, 5.0
 DI6118'MILES (8.05 KILOMETERS) NORTH-NORTHEAST OF WASHINGTON, AND 8.9 MILES
 DI6118'(14.32 KILOMETERS) SOUTH-SOUTHEAST OF ALMONT, IN THE SOUTHWEST
 DI6118'QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-53 (VAN DYKE AVENUE)
 DI6118'WITH DURHAM ROAD.
 DI6118'
 DI6118'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY M-53 (VAN DYKE
 DI6118'AVENUE) WITH EAST SAINT CLAIR STREET, GO SOUTH ON STATE HIGHWAY M-53
 DI6118'(VAN DYKE AVENUE) FOR 0.6 MILES (0.97 KILOMETERS) TO DURHAM ROAD, TURN
 DI6118'RIGHT AND GO WEST ON DURHAM ROAD FOR 0.03 MILES (0.05 KILOMETERS) TO
 DI6118'THE STATION ON THE LEFT.
 DI6118'
 DI6118'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6118'DISK STAMPED 50639 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6118'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.8 METERS (61.7
 DI6118'FEET) NORTHEAST OF A LIGHT POLE BASE, 13.1 METERS (43.0 FEET) WEST OF
 DI6118'THE CENTER OF DRIVE FOR PHYSICAL THERAPY CENTER BUILDING
 DI6118'ADDRESS--67989--, 5.8 METERS (19.0 FEET) SOUTH OF THE CENTERLINE OF
 DI6118'DURHAM ROAD, 1.8 METERS (5.9 FEET) SOUTH OF THE BACK OF A CURB, AND
 DI6118'0.99 METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6119 ***********************************************************************
 DI6119  DESIGNATION -  50640
 DI6119  PID         -  DI6119
 DI6119  STATE/COUNTY-  MI/MACOMB
 DI6119  COUNTRY     -  US
 DI6119  USGS QUAD   -  ROMEO (2017)
 DI6119
 DI6119                         *CURRENT SURVEY CONTROL
 DI6119  ______________________________________________________________________
 DI6119* NAD 83(2011) POSITION- 42 46 21.19786(N) 083 00 31.46278(W)   ADJUSTED
 DI6119* NAD 83(2011) ELLIP HT-   196.470 (meters)        (06/27/12)   ADJUSTED
 DI6119* NAD 83(2011) EPOCH   -  2010.00
 DI6119* NAVD 88 ORTHO HEIGHT -   231.430 (meters)      759.28  (feet) ADJUSTED
 DI6119  ______________________________________________________________________
 DI6119  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 DI6119  NAD 83(2011) X  -    570,771.080 (meters)                     COMP
 DI6119  NAD 83(2011) Y  - -4,654,426.691 (meters)                     COMP
 DI6119  NAD 83(2011) Z  -  4,309,121.921 (meters)                     COMP
 DI6119  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DI6119  DYNAMIC HEIGHT  -        231.359 (meters)      759.05  (feet) COMP
 DI6119  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 DI6119
 DI6119  VERT ORDER      -  SECOND    CLASS I
 DI6119
 DI6119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6119  Standards:
 DI6119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6119  -------------------------------------------------------------------
 DI6119  NETWORK    0.28   0.45           0.13   0.09   0.23      0.02518655
 DI6119  -------------------------------------------------------------------
 DI6119  Click here for local accuracies and other accuracy information.
 DI6119
 DI6119.The horizontal coordinates were established by GPS observations
 DI6119.and adjusted by the National Geodetic Survey in June 2012.
 DI6119
 DI6119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6119.been affixed to the stable North American tectonic plate. See 
 DI6119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6119
 DI6119.The horizontal coordinates are valid at the epoch date displayed above
 DI6119.which is a decimal equivalence of Year/Month/Day.
 DI6119
 DI6119.The orthometric height was determined by differential leveling and
 DI6119.adjusted by the NATIONAL GEODETIC SURVEY
 DI6119.in July 2007.
 DI6119
 DI6119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6119.GEOID18 height accuracy estimate available here.
 DI6119
 DI6119.Click photographs - Photos may exist for this station.
 DI6119
 DI6119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6119
 DI6119.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6119
 DI6119.The ellipsoidal height was determined by GPS observations
 DI6119.and is referenced to NAD 83.
 DI6119
 DI6119.The dynamic height is computed by dividing the NAVD 88
 DI6119.geopotential number by the normal gravity value computed on the
 DI6119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6119.degrees latitude (g = 980.6199 gals.).
 DI6119
 DI6119.The modeled gravity was interpolated from observed gravity values.
 DI6119
 DI6119. The following values were computed from the NAD 83(2011) position.
 DI6119
 DI6119;                    North         East     Units Scale Factor Converg.
 DI6119;SPC MI S     -   142,248.033 4,111,119.263   MT  0.99990880   +0 55 26.8
 DI6119;SPC MI S     -   466,693.02 13,487,924.09   iFT  0.99990880   +0 55 26.8
 DI6119;UTM  17      - 4,737,514.594   335,665.655   MT  0.99993225   -1 21 51.9
 DI6119
 DI6119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6119!SPC MI S     -   0.99996919  x   0.99990880  =   0.99987799
 DI6119!UTM  17      -   0.99996919  x   0.99993225  =   0.99990144
 DI6119
 DI6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3566537514(NAD 83)
 DI6119
 DI6119                          SUPERSEDED SURVEY CONTROL
 DI6119
 DI6119  NAD 83(2007)-  42 46 21.19790(N)    083 00 31.46366(W) AD(2002.00) 1
 DI6119  ELLIP H (06/10/07)  196.472  (m)                       GP(2002.00) 4 1
 DI6119  NAVD 88             231.43   (m)          759.3    (f) LEVELING    3  
 DI6119
 DI6119.Superseded values are not recommended for survey control.
 DI6119
 DI6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6119.See file dsdata.pdf to determine how the superseded data were derived.
 DI6119
 DI6119_MARKER: DD = SURVEY DISK
 DI6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6119_STAMPING: 50640 2006
 DI6119_MARK LOGO: MIDT
 DI6119_PROJECTION: FLUSH
 DI6119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6119+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6119
 DI6119  HISTORY     - Date     Condition        Report By
 DI6119  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6119
 DI6119                          STATION DESCRIPTION
 DI6119
 DI6119'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6119'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) NORTHEAST OF
 DI6119'WASHINGTON, 5.6 MILES (9.01 KILOMETERS) NORTHWEST OF MACOMB, AND 2.1
 DI6119'MILES (3.38 KILOMETERS) SOUTH OF ROMEO, LOCATED IN THE SOUTHEAST
 DI6119'QUADRANT OF THE INTERSECTION OF 30 MILE ROAD WITH STATE HIGHWAY M-53.
 DI6119'
 DI6119'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6119'DISK STAMPED 50640 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6119'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 100.6 METERS
 DI6119'(330.0 FEET) WEST OF THE EXTENDED DRIVE FOR DTE ENERGY--ADDRESS
 DI6119'12700--, 20.2 METERS (66.0 FEET) EAST OF THE CENTERLINE OF STATE
 DI6119'HIGHWAY M-53, 17.0 METERS (55.8 FEET) SOUTH-SOUTHEAST OF A POWER POLE,
 DI6119'6.7 METERS (22.0 FEET) SOUTH OF THE CENTERLINE OF 30 MILE ROAD, 1.5
 DI6119'METERS (5.0 FEET) SOUTH OF THE BACK OF THE CURB, AND 0.99 METERS (3.2
 DI6119'FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6120 ***********************************************************************
 DI6120  DESIGNATION -  50641
 DI6120  PID         -  DI6120
 DI6120  STATE/COUNTY-  MI/MACOMB
 DI6120  COUNTRY     -  US
 DI6120  USGS QUAD   -  ROMEO (2017)
 DI6120
 DI6120                         *CURRENT SURVEY CONTROL
 DI6120  ______________________________________________________________________
 DI6120* NAD 83(1986) POSITION- 42 45 12.     (N) 083 01 02.     (W)   SCALED
 DI6120* NAVD 88 ORTHO HEIGHT -   223.320 (meters)      732.68  (feet) ADJUSTED
 DI6120  ______________________________________________________________________
 DI6120  GEOID HEIGHT    -        -34.936 (meters)                     GEOID18
 DI6120  DYNAMIC HEIGHT  -        223.252 (meters)      732.45  (feet) COMP
 DI6120  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 DI6120
 DI6120  VERT ORDER      -  SECOND    CLASS I
 DI6120
 DI6120.The horizontal coordinates were scaled from a map and have
 DI6120.an estimated accuracy of +/- 6 seconds.
 DI6120
 DI6120.The orthometric height was determined by differential leveling and
 DI6120.adjusted by the NATIONAL GEODETIC SURVEY
 DI6120.in July 2007.
 DI6120
 DI6120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6120.GEOID18 height accuracy estimate available here.
 DI6120
 DI6120.Click photographs - Photos may exist for this station.
 DI6120
 DI6120.The dynamic height is computed by dividing the NAVD 88
 DI6120.geopotential number by the normal gravity value computed on the
 DI6120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6120.degrees latitude (g = 980.6199 gals.).
 DI6120
 DI6120.The modeled gravity was interpolated from observed gravity values.
 DI6120
 DI6120;                    North         East    Units  Estimated Accuracy
 DI6120;SPC MI S     -   140,100.    4,110,460.      MT  (+/- 180 meters Scaled)
 DI6120
 DI6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH349353(NAD 83)
 DI6120
 DI6120                          SUPERSEDED SURVEY CONTROL
 DI6120
 DI6120.No superseded survey control is available for this station.
 DI6120
 DI6120_MARKER: DD = SURVEY DISK
 DI6120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6120_STAMPING: 50641 2006
 DI6120_MARK LOGO: MIDT
 DI6120_PROJECTION: FLUSH
 DI6120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6120+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6120
 DI6120  HISTORY     - Date     Condition        Report By
 DI6120  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6120
 DI6120                          STATION DESCRIPTION
 DI6120
 DI6120'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6120'THE STATION IS LOCATED 2.2 MILES (3.54 KILOMETERS) NORTHEAST OF
 DI6120'WASHINGTON, 4.7 MILES (7.56 KILOMETERS) NORTHWEST OF MACOMB, AND 3.5
 DI6120'MILES (5.63 KILOMETERS) SOUTH OF ROMEO, LOCATED EAST OF STATE HIGHWAY
 DI6120'M-53 AND BETWEEN EXTENDED OLD JEWEL ROAD AND 28 MILE ROAD.
 DI6120'
 DI6120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 WITH 28
 DI6120'MILE ROAD, GO NORTHEAST ON STATE HIGHWAY M-53 FOR 0.7 MILES (1.13
 DI6120'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6120'
 DI6120'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6120'DISK STAMPED 50641 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6120'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.73 MILES (1.2
 DI6120'KILOMETERS) NORTH-NORTHEAST OF 28 MILE ROAD BRIDGE, 8.8 METERS (28.7
 DI6120'FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY M-53, 2.1 METERS
 DI6120'(7.0 FEET) SOUTHEAST OF THE EDGE OF THE SHOULDER, AND LOCATED ACROSS
 DI6120'THE ROAD FROM ROCKS N' ROOTS LANDSCAPE AND POND STORE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6121 ***********************************************************************
 DI6121  DESIGNATION -  50642
 DI6121  PID         -  DI6121
 DI6121  STATE/COUNTY-  MI/MACOMB
 DI6121  COUNTRY     -  US
 DI6121  USGS QUAD   -  UTICA (2017)
 DI6121
 DI6121                         *CURRENT SURVEY CONTROL
 DI6121  ______________________________________________________________________
 DI6121* NAD 83(1986) POSITION- 42 44 11.     (N) 083 01 28.     (W)   SCALED
 DI6121* NAVD 88 ORTHO HEIGHT -   215.050 (meters)      705.54  (feet) ADJUSTED
 DI6121  ______________________________________________________________________
 DI6121  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 DI6121  DYNAMIC HEIGHT  -        214.985 (meters)      705.33  (feet) COMP
 DI6121  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DI6121
 DI6121  VERT ORDER      -  SECOND    CLASS I
 DI6121
 DI6121.The horizontal coordinates were scaled from a map and have
 DI6121.an estimated accuracy of +/- 6 seconds.
 DI6121
 DI6121.The orthometric height was determined by differential leveling and
 DI6121.adjusted by the NATIONAL GEODETIC SURVEY
 DI6121.in July 2007.
 DI6121
 DI6121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6121.GEOID18 height accuracy estimate available here.
 DI6121
 DI6121.Click photographs - Photos may exist for this station.
 DI6121
 DI6121.The dynamic height is computed by dividing the NAVD 88
 DI6121.geopotential number by the normal gravity value computed on the
 DI6121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6121.degrees latitude (g = 980.6199 gals.).
 DI6121
 DI6121.The modeled gravity was interpolated from observed gravity values.
 DI6121
 DI6121;                    North         East    Units  Estimated Accuracy
 DI6121;SPC MI S     -   138,210.    4,109,900.      MT  (+/- 180 meters Scaled)
 DI6121
 DI6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH342335(NAD 83)
 DI6121
 DI6121                          SUPERSEDED SURVEY CONTROL
 DI6121
 DI6121.No superseded survey control is available for this station.
 DI6121
 DI6121_MARKER: DD = SURVEY DISK
 DI6121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6121_STAMPING: 50642 2006
 DI6121_MARK LOGO: MIDT
 DI6121_PROJECTION: FLUSH
 DI6121_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6121+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 DI6121
 DI6121  HISTORY     - Date     Condition        Report By
 DI6121  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6121  HISTORY     - 20120125 GOOD             INDIV
 DI6121
 DI6121                          STATION DESCRIPTION
 DI6121
 DI6121'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6121'THE STATION IS LOCATED 1.0 MILE (1.61 KILOMETERS) NORTHEAST OF
 DI6121'WASHINGTON, 4.2 MILES (6.76 KILOMETERS) NORTHWEST OF MACOMB, AND 4.6
 DI6121'MILES (7.4 KILOMETERS) SOUTH-SOUTHWEST OF ROMEO, LOCATED EAST OF STATE
 DI6121'HIGHWAY M-53 AND BETWEEN WOODFIELD WAY AND 28 MILE ROAD.
 DI6121'
 DI6121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 WITH 28
 DI6121'MILE ROAD, GO SOUTHWEST ON STATE HIGHWAY M-53 FOR 0.4 MILES (0.64
 DI6121'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6121'
 DI6121'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6121'DISK STAMPED 50642 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6121'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.49 MILES (0.79
 DI6121'KILOMETERS) SOUTHWEST OF THE 28 MILE ROAD BRIDGE OVER STATE HIGHWAY
 DI6121'M-53, 10.9 METERS (35.6 FEET) SOUTHEAST OF THE CENTERLINE OF STATE
 DI6121'HIGHWAY M-53, 9.6 METERS (31.5 FEET) WEST OF A 12 INCH (30 CENTIMETER)
 DI6121'COTTONWOOD TREE.
 DI6121
 DI6121                          STATION RECOVERY (2012)
 DI6121
 DI6121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 DI6121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6122 ***********************************************************************
 DI6122  DESIGNATION -  50643
 DI6122  PID         -  DI6122
 DI6122  STATE/COUNTY-  MI/LAPEER
 DI6122  COUNTRY     -  US
 DI6122  USGS QUAD   -  ALMONT (2017)
 DI6122
 DI6122                         *CURRENT SURVEY CONTROL
 DI6122  ______________________________________________________________________
 DI6122* NAD 83(1986) POSITION- 42 53 22.     (N) 083 04 04.     (W)   SCALED
 DI6122* NAVD 88 ORTHO HEIGHT -   272.632 (meters)      894.46  (feet) ADJUSTED
 DI6122  ______________________________________________________________________
 DI6122  GEOID HEIGHT    -        -34.895 (meters)                     GEOID18
 DI6122  DYNAMIC HEIGHT  -        272.550 (meters)      894.19  (feet) COMP
 DI6122  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 DI6122
 DI6122  VERT ORDER      -  SECOND    CLASS I
 DI6122
 DI6122.The horizontal coordinates were scaled from a map and have
 DI6122.an estimated accuracy of +/- 6 seconds.
 DI6122
 DI6122.The orthometric height was determined by differential leveling and
 DI6122.adjusted by the NATIONAL GEODETIC SURVEY
 DI6122.in July 2007.
 DI6122
 DI6122.No vertical observational check was made to the station.
 DI6122
 DI6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6122.GEOID18 height accuracy estimate available here.
 DI6122
 DI6122.Click photographs - Photos may exist for this station.
 DI6122
 DI6122.The dynamic height is computed by dividing the NAVD 88
 DI6122.geopotential number by the normal gravity value computed on the
 DI6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6122.degrees latitude (g = 980.6199 gals.).
 DI6122
 DI6122.The modeled gravity was interpolated from observed gravity values.
 DI6122
 DI6122;                    North         East    Units  Estimated Accuracy
 DI6122;SPC MI S     -   155,150.    4,106,090.      MT  (+/- 180 meters Scaled)
 DI6122
 DI6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH311506(NAD 83)
 DI6122
 DI6122                          SUPERSEDED SURVEY CONTROL
 DI6122
 DI6122.No superseded survey control is available for this station.
 DI6122
 DI6122_MARKER: DD = SURVEY DISK
 DI6122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6122_STAMPING: 50643 2006
 DI6122_MARK LOGO: MIDT
 DI6122_PROJECTION: FLUSH
 DI6122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6122+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6122
 DI6122  HISTORY     - Date     Condition        Report By
 DI6122  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6122
 DI6122                          STATION DESCRIPTION
 DI6122
 DI6122'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6122'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) SOUTHWEST OF
 DI6122'ALMONT, 4.7 MILES (7.56 KILOMETERS) SOUTHEAST OF DRYDEN, AND 4.2 MILES
 DI6122'(6.76 KILOMETERS) NORTHEAST OF LEONARD, LOCATED NORTH OF BORDMAN ROAD
 DI6122'AND BETWEEN RIVER RIDGE LANE AND TIMBERWOOD LANE.
 DI6122'
 DI6122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6122'AVENUE) WITH BORDMAN ROAD, GO WEST ON BORDMAN ROAD FOR 1.3 MILES (2.09
 DI6122'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6122'
 DI6122'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6122'DISK STAMPED 50643 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6122'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 155.4 METERS
 DI6122'(510.0 FEET) EAST OF PRIVATE ENTRANCE--6807--, 28.5 METERS (93.5 FEET)
 DI6122'EAST-SOUTHEAST OF A PEDESTAL BOX, 5.8 METERS (19.0 FEET) NORTH OF THE
 DI6122'CENTERLINE OF BORDMAN ROAD, 2.4 METERS (8.0 FEET) SOUTH OF A WIRE
 DI6122'FENCE, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6123 ***********************************************************************
 DI6123  DESIGNATION -  50644
 DI6123  PID         -  DI6123
 DI6123  STATE/COUNTY-  MI/LAPEER
 DI6123  COUNTRY     -  US
 DI6123  USGS QUAD   -  ALMONT (2017)
 DI6123
 DI6123                         *CURRENT SURVEY CONTROL
 DI6123  ______________________________________________________________________
 DI6123* NAD 83(1986) POSITION- 42 53 19.     (N) 083 06 00.     (W)   SCALED
 DI6123* NAVD 88 ORTHO HEIGHT -   302.797 (meters)      993.43  (feet) ADJUSTED
 DI6123  ______________________________________________________________________
 DI6123  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 DI6123  DYNAMIC HEIGHT  -        302.706 (meters)      993.13  (feet) COMP
 DI6123  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 DI6123
 DI6123  VERT ORDER      -  SECOND    CLASS I
 DI6123
 DI6123.The horizontal coordinates were scaled from a map and have
 DI6123.an estimated accuracy of +/- 6 seconds.
 DI6123
 DI6123.The orthometric height was determined by differential leveling and
 DI6123.adjusted by the NATIONAL GEODETIC SURVEY
 DI6123.in July 2007.
 DI6123
 DI6123.No vertical observational check was made to the station.
 DI6123
 DI6123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6123.GEOID18 height accuracy estimate available here.
 DI6123
 DI6123.Click photographs - Photos may exist for this station.
 DI6123
 DI6123.The dynamic height is computed by dividing the NAVD 88
 DI6123.geopotential number by the normal gravity value computed on the
 DI6123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6123.degrees latitude (g = 980.6199 gals.).
 DI6123
 DI6123.The modeled gravity was interpolated from observed gravity values.
 DI6123
 DI6123;                    North         East    Units  Estimated Accuracy
 DI6123;SPC MI S     -   155,020.    4,103,460.      MT  (+/- 180 meters Scaled)
 DI6123
 DI6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285505(NAD 83)
 DI6123
 DI6123                          SUPERSEDED SURVEY CONTROL
 DI6123
 DI6123.No superseded survey control is available for this station.
 DI6123
 DI6123_MARKER: DD = SURVEY DISK
 DI6123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6123_STAMPING: 50644 2006
 DI6123_MARK LOGO: MIDT
 DI6123_PROJECTION: FLUSH
 DI6123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6123+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6123
 DI6123  HISTORY     - Date     Condition        Report By
 DI6123  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6123
 DI6123                          STATION DESCRIPTION
 DI6123
 DI6123'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6123'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) SOUTHWEST OF
 DI6123'ALMONT, 4.1 MILES (6.6 KILOMETERS) SOUTHEAST OF DRYDEN, AND 2.7 MILES
 DI6123'(4.35 KILOMETERS) NORTHEAST OF LEONARD, LOCATED NORTH OF BORDMAN ROAD
 DI6123'AND BETWEEN BISHOP ROAD AND WALES ROAD.
 DI6123'
 DI6123'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6123'AVENUE) WITH BORDMAN ROAD, GO WEST ON BORDMAN ROAD FOR 2.9 MILES (4.67
 DI6123'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6123'
 DI6123'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6123'DISK STAMPED 50644 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6123'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 48.9 METERS
 DI6123'(160.5 FEET) EAST OF PRIVATE ENTRANCE--6060--, 34.1 METERS (111.8
 DI6123'FEET) SOUTHEAST OF A POWER POLE, 18.7 METERS (61.2 FEET)
 DI6123'EAST-SOUTHEAST 0F A WOOD FENCE POST, 7.7 METERS (25.3 FEET) NORTH OF
 DI6123'THE CENTERLINE OF BORDMAN ROAD, AND 0.99 METERS (3.2 FEET) SOUTH OF A
 DI6123'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6124 ***********************************************************************
 DI6124  DESIGNATION -  50645
 DI6124  PID         -  DI6124
 DI6124  STATE/COUNTY-  MI/MACOMB
 DI6124  COUNTRY     -  US
 DI6124  USGS QUAD   -  UTICA (2017)
 DI6124
 DI6124                         *CURRENT SURVEY CONTROL
 DI6124  ______________________________________________________________________
 DI6124* NAD 83(1986) POSITION- 42 41 50.     (N) 083 05 40.     (W)   SCALED
 DI6124* NAVD 88 ORTHO HEIGHT -   231.013 (meters)      757.92  (feet) ADJUSTED
 DI6124  ______________________________________________________________________
 DI6124  GEOID HEIGHT    -        -34.737 (meters)                     GEOID18
 DI6124  DYNAMIC HEIGHT  -        230.944 (meters)      757.69  (feet) COMP
 DI6124  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 DI6124
 DI6124  VERT ORDER      -  SECOND    CLASS I
 DI6124
 DI6124.The horizontal coordinates were scaled from a map and have
 DI6124.an estimated accuracy of +/- 6 seconds.
 DI6124
 DI6124.The orthometric height was determined by differential leveling and
 DI6124.adjusted by the NATIONAL GEODETIC SURVEY
 DI6124.in July 2007.
 DI6124
 DI6124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6124.GEOID18 height accuracy estimate available here.
 DI6124
 DI6124.Click photographs - Photos may exist for this station.
 DI6124
 DI6124.The dynamic height is computed by dividing the NAVD 88
 DI6124.geopotential number by the normal gravity value computed on the
 DI6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6124.degrees latitude (g = 980.6199 gals.).
 DI6124
 DI6124.The modeled gravity was interpolated from observed gravity values.
 DI6124
 DI6124;                    North         East    Units  Estimated Accuracy
 DI6124;SPC MI S     -   133,770.    4,104,230.      MT  (+/- 180 meters Scaled)
 DI6124
 DI6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH284293(NAD 83)
 DI6124
 DI6124                          SUPERSEDED SURVEY CONTROL
 DI6124
 DI6124.No superseded survey control is available for this station.
 DI6124
 DI6124_MARKER: DD = SURVEY DISK
 DI6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6124_STAMPING: 50645 2006
 DI6124_MARK LOGO: MIDT
 DI6124_PROJECTION: FLUSH
 DI6124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6124+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 DI6124
 DI6124  HISTORY     - Date     Condition        Report By
 DI6124  HISTORY     - 20060517 MONUMENTED       MIDT
 DI6124
 DI6124                          STATION DESCRIPTION
 DI6124
 DI6124'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6124'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) SOUTHWEST OF
 DI6124'WASHINGTON, 6.9 MILES (11.1 KILOMETERS) WEST OF MACOMB, AND 5.8 MILES
 DI6124'(9.33 KILOMETERS) NORTHWEST OF UTICA, IN THE NORTHEAST QUADRANT OF THE
 DI6124'INTERSECTION OF RUNYON ROAD WITH DEQUINDRE ROAD.
 DI6124'
 DI6124'TO REACH THE STATION FROM THE JUNCTION OF DEQUINDRE ROAD WITH RUNYON
 DI6124'ROAD, GO NORTH ON DEQUINDRE ROAD FOR 76.2 METERS (250.0 FEET) TO THE
 DI6124'STATION ON THE RIGHT.
 DI6124'
 DI6124'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6124'DISK STAMPED 50645 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6124'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 50.3 METERS
 DI6124'(165.0 FEET) SOUTH OF THE CENTER OF THE DRIVE TO BIG APPLE BAGELS IN
 DI6124'STRIP MALL ADDRESS--1911--, 20.4 METERS (67.0 FEET) SOUTHWEST OF A
 DI6124'POWER POLE, 11.0 METERS (36.1 FEET) EAST OF THE CENTERLINE OF
 DI6124'DEQUINDRE ROAD, 3.1 METERS (10.1 FEET) WEST OF THE EDGE OF A WALK, 1.7
 DI6124'METERS (5.5 FEET) EAST OF THE BACK OF A CURB, AND 1.0 METER (3.25
 DI6124'FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6125 ***********************************************************************
 DI6125  DESIGNATION -  50646
 DI6125  PID         -  DI6125
 DI6125  STATE/COUNTY-  MI/MACOMB
 DI6125  COUNTRY     -  US
 DI6125  USGS QUAD   -  UTICA (2017)
 DI6125
 DI6125                         *CURRENT SURVEY CONTROL
 DI6125  ______________________________________________________________________
 DI6125* NAD 83(1986) POSITION- 42 40 38.     (N) 083 05 38.     (W)   SCALED
 DI6125* NAVD 88 ORTHO HEIGHT -   218.998 (meters)      718.50  (feet) ADJUSTED
 DI6125  ______________________________________________________________________
 DI6125  GEOID HEIGHT    -        -34.692 (meters)                     GEOID18
 DI6125  DYNAMIC HEIGHT  -        218.933 (meters)      718.28  (feet) COMP
 DI6125  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 DI6125
 DI6125  VERT ORDER      -  SECOND    CLASS I
 DI6125
 DI6125.The horizontal coordinates were scaled from a map and have
 DI6125.an estimated accuracy of +/- 6 seconds.
 DI6125
 DI6125.The orthometric height was determined by differential leveling and
 DI6125.adjusted by the NATIONAL GEODETIC SURVEY
 DI6125.in July 2007.
 DI6125
 DI6125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6125.GEOID18 height accuracy estimate available here.
 DI6125
 DI6125.Click photographs - Photos may exist for this station.
 DI6125
 DI6125.The dynamic height is computed by dividing the NAVD 88
 DI6125.geopotential number by the normal gravity value computed on the
 DI6125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6125.degrees latitude (g = 980.6199 gals.).
 DI6125
 DI6125.The modeled gravity was interpolated from observed gravity values.
 DI6125
 DI6125;                    North         East    Units  Estimated Accuracy
 DI6125;SPC MI S     -   131,550.    4,104,310.      MT  (+/- 180 meters Scaled)
 DI6125
 DI6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH284270(NAD 83)
 DI6125
 DI6125                          SUPERSEDED SURVEY CONTROL
 DI6125
 DI6125.No superseded survey control is available for this station.
 DI6125
 DI6125_MARKER: DD = SURVEY DISK
 DI6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6125_STAMPING: 50646 2006
 DI6125_MARK LOGO: MIDT
 DI6125_PROJECTION: FLUSH
 DI6125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6125+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6125
 DI6125  HISTORY     - Date     Condition        Report By
 DI6125  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6125
 DI6125                          STATION DESCRIPTION
 DI6125
 DI6125'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6125'THE STATION IS LOCATED 5.7 MILES (9.17 KILOMETERS) NORTHEAST OF TROY,
 DI6125'4.7 MILES (7.56 KILOMETERS) NORTHWEST OF UTICA, AND 2.1 MILES (3.38
 DI6125'KILOMETERS) EAST OF ROCHESTER, LOCATED WEST OF DEQUINDRE ROAD AND
 DI6125'BETWEEN EXTENDED CUT CRYSTAL LANE AND EXTENDED CUT CRYSTAL LANE.
 DI6125'
 DI6125'TO REACH THE STATION FROM THE JUNCTION DEQUINDRE ROAD WITH EAST AVON
 DI6125'ROAD, GO NORTH ON DEQUINDRE ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO
 DI6125'THE STATION ON THE LEFT.
 DI6125'
 DI6125'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6125'DISK STAMPED 50646 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6125'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.2 MILES (0.32
 DI6125'KILOMETERS) NORTH OF PRIVATE ENTRANCE--51850--, 46.8 METERS (153.5
 DI6125'FEET) NORTH OF THE EXTENDED CENTER OF THE DRIVE TO GEORGE F. ROBERTS
 DI6125'ELEMENTARY SCHOOL, 8.4 METERS (27.7 FEET) WEST OF THE CENTERLINE OF
 DI6125'DEQUINDRE ROAD, 1.7 METERS (5.6 FEET) EAST-SOUTHEAST OF A CONCRETE
 DI6125'FENCE POST, AND 0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS
 DI6125'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6126 ***********************************************************************
 DI6126  DESIGNATION -  50647
 DI6126  PID         -  DI6126
 DI6126  STATE/COUNTY-  MI/MACOMB
 DI6126  COUNTRY     -  US
 DI6126  USGS QUAD   -  UTICA (2017)
 DI6126
 DI6126                         *CURRENT SURVEY CONTROL
 DI6126  ______________________________________________________________________
 DI6126* NAD 83(1986) POSITION- 42 39 18.     (N) 083 05 34.     (W)   SCALED
 DI6126* NAVD 88 ORTHO HEIGHT -   219.267 (meters)      719.38  (feet) ADJUSTED
 DI6126  ______________________________________________________________________
 DI6126  GEOID HEIGHT    -        -34.641 (meters)                     GEOID18
 DI6126  DYNAMIC HEIGHT  -        219.203 (meters)      719.17  (feet) COMP
 DI6126  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 DI6126
 DI6126  VERT ORDER      -  SECOND    CLASS I
 DI6126
 DI6126.The horizontal coordinates were scaled from a map and have
 DI6126.an estimated accuracy of +/- 6 seconds.
 DI6126
 DI6126.The orthometric height was determined by differential leveling and
 DI6126.adjusted by the NATIONAL GEODETIC SURVEY
 DI6126.in July 2007.
 DI6126
 DI6126.No vertical observational check was made to the station.
 DI6126
 DI6126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6126.GEOID18 height accuracy estimate available here.
 DI6126
 DI6126.Click photographs - Photos may exist for this station.
 DI6126
 DI6126.The dynamic height is computed by dividing the NAVD 88
 DI6126.geopotential number by the normal gravity value computed on the
 DI6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6126.degrees latitude (g = 980.6199 gals.).
 DI6126
 DI6126.The modeled gravity was interpolated from observed gravity values.
 DI6126
 DI6126;                    North         East    Units  Estimated Accuracy
 DI6126;SPC MI S     -   129,080.    4,104,440.      MT  (+/- 180 meters Scaled)
 DI6126
 DI6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH284246(NAD 83)
 DI6126
 DI6126                          SUPERSEDED SURVEY CONTROL
 DI6126
 DI6126.No superseded survey control is available for this station.
 DI6126
 DI6126_MARKER: DD = SURVEY DISK
 DI6126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6126_STAMPING: 50647 2006
 DI6126_MARK LOGO: MIDT
 DI6126_PROJECTION: FLUSH
 DI6126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6126+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6126
 DI6126  HISTORY     - Date     Condition        Report By
 DI6126  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6126
 DI6126                          STATION DESCRIPTION
 DI6126
 DI6126'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6126'THE STATION IS LOCATED 4.5 MILES (7.24 KILOMETERS) NORTHEAST OF TROY,
 DI6126'3.7 MILES (5.95 KILOMETERS) NORTHWEST OF UTICA, AND 2.7 MILES (4.35
 DI6126'KILOMETERS) SOUTHEAST OF ROCHESTER, IN THE SOUTHEAST QUADRANT OF THE
 DI6126'INTERSECTION OF DEQUINDRE ROAD WITH JUENGEL STREET.
 DI6126'
 DI6126'TO REACH THE STATION FROM THE JUNCTION DEQUINDRE ROAD WITH THE
 DI6126'WESTBOUND STATE HIGHWAY M-59 ON/OFF RAMPS, GO NORTH ON DEQUINDRE ROAD
 DI6126'FOR 2.0 MILES (3.22 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6126'
 DI6126'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6126'DISK STAMPED 50647 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6126'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.27 MILES (0.43
 DI6126'KILOMETERS) SOUTH OF PRIVATE ENTRANCE--49800--, 15.7 METERS (51.6
 DI6126'FEET) SOUTH OF THE CENTERLINE OF JUENGEL ROAD, 9.8 METERS (32.2 FEET)
 DI6126'SOUTH-SOUTHWEST OF A POWER POLE, 7.2 METERS (23.7 FEET) EAST OF THE
 DI6126'CENTERLINE OF DEQUINDRE ROAD, AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6126'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6127 ***********************************************************************
 DI6127  DESIGNATION -  50648
 DI6127  PID         -  DI6127
 DI6127  STATE/COUNTY-  MI/MACOMB
 DI6127  COUNTRY     -  US
 DI6127  USGS QUAD   -  UTICA (2017)
 DI6127
 DI6127                         *CURRENT SURVEY CONTROL
 DI6127  ______________________________________________________________________
 DI6127* NAD 83(1986) POSITION- 42 37 58.     (N) 083 05 30.     (W)   SCALED
 DI6127* NAVD 88 ORTHO HEIGHT -   212.263 (meters)      696.40  (feet) ADJUSTED
 DI6127  ______________________________________________________________________
 DI6127  GEOID HEIGHT    -        -34.594 (meters)                     GEOID18
 DI6127  DYNAMIC HEIGHT  -        212.201 (meters)      696.20  (feet) COMP
 DI6127  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 DI6127
 DI6127  VERT ORDER      -  SECOND    CLASS I
 DI6127
 DI6127.The horizontal coordinates were scaled from a map and have
 DI6127.an estimated accuracy of +/- 6 seconds.
 DI6127
 DI6127.The orthometric height was determined by differential leveling and
 DI6127.adjusted by the NATIONAL GEODETIC SURVEY
 DI6127.in July 2007.
 DI6127
 DI6127.No vertical observational check was made to the station.
 DI6127
 DI6127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6127.GEOID18 height accuracy estimate available here.
 DI6127
 DI6127.Click photographs - Photos may exist for this station.
 DI6127
 DI6127.The dynamic height is computed by dividing the NAVD 88
 DI6127.geopotential number by the normal gravity value computed on the
 DI6127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6127.degrees latitude (g = 980.6199 gals.).
 DI6127
 DI6127.The modeled gravity was interpolated from observed gravity values.
 DI6127
 DI6127;                    North         East    Units  Estimated Accuracy
 DI6127;SPC MI S     -   126,620.    4,104,570.      MT  (+/- 180 meters Scaled)
 DI6127
 DI6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH284221(NAD 83)
 DI6127
 DI6127                          SUPERSEDED SURVEY CONTROL
 DI6127
 DI6127.No superseded survey control is available for this station.
 DI6127
 DI6127_MARKER: DD = SURVEY DISK
 DI6127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6127_STAMPING: 50648 2006
 DI6127_MARK LOGO: MIDT
 DI6127_PROJECTION: FLUSH
 DI6127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6127+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2016
 DI6127
 DI6127  HISTORY     - Date     Condition        Report By
 DI6127  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6127  HISTORY     - 20131202 GOOD             INDIV
 DI6127  HISTORY     - 20141112 GOOD             ROWEIN
 DI6127  HISTORY     - 20160519 GOOD             MUXLOW
 DI6127
 DI6127                          STATION DESCRIPTION
 DI6127
 DI6127'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6127'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHEAST OF TROY,
 DI6127'3.0 MILES (4.83 KILOMETERS) WEST-NORTHWEST OF UTICA, AND 4.0 MILES
 DI6127'(6.44 KILOMETERS) SOUTHEAST OF ROCHESTER, LOCATED EAST OF DEQUINDRE
 DI6127'ROAD AND BETWEEN JONATHAN CIRCLE AND MELTON STREET.
 DI6127'
 DI6127'TO REACH THE STATION FROM THE JUNCTION DEQUINDRE ROAD WITH THE
 DI6127'WESTBOUND STATE HIGHWAY M-59 ON/OFF RAMPS, GO NORTH ON DEQUINDRE ROAD
 DI6127'FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6127'
 DI6127'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6127'DISK STAMPED 50648 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6127'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 31.7 METERS
 DI6127'(104.0 FEET) SOUTH OF THE CENTERLINE OF JONATHON CIRCLE, 8.4 METERS
 DI6127'(27.4 FEET) SOUTHWEST OF A FIRE HYDRANT, 7.6 METERS (25.0 FEET) NORTH
 DI6127'OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--46151--, 1.1 METERS (3.7
 DI6127'FEET) EAST OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6127'CARSONITE WITNESS POST.
 DI6127
 DI6127                          STATION RECOVERY (2013)
 DI6127
 DI6127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (SJS)
 DI6127'RECOVERED IN GOOD CONDITION.
 DI6127
 DI6127                          STATION RECOVERY (2014)
 DI6127
 DI6127'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 DI6127'RECOVERED IN GOOD CONDITION.
 DI6127
 DI6127                          STATION RECOVERY (2016)
 DI6127
 DI6127'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2016 (RM)
 DI6127'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6128 ***********************************************************************
 DI6128  DESIGNATION -  50649
 DI6128  PID         -  DI6128
 DI6128  STATE/COUNTY-  MI/MACOMB
 DI6128  COUNTRY     -  US
 DI6128  USGS QUAD   -  WARREN (2017)
 DI6128
 DI6128                         *CURRENT SURVEY CONTROL
 DI6128  ______________________________________________________________________
 DI6128* NAD 83(1986) POSITION- 42 36 43.     (N) 083 05 26.     (W)   SCALED
 DI6128* NAVD 88 ORTHO HEIGHT -   200.755 (meters)      658.64  (feet) ADJUSTED
 DI6128  ______________________________________________________________________
 DI6128  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 DI6128  DYNAMIC HEIGHT  -        200.697 (meters)      658.45  (feet) COMP
 DI6128  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 DI6128
 DI6128  VERT ORDER      -  SECOND    CLASS I
 DI6128
 DI6128.The horizontal coordinates were scaled from a map and have
 DI6128.an estimated accuracy of +/- 6 seconds.
 DI6128
 DI6128.The orthometric height was determined by differential leveling and
 DI6128.adjusted by the NATIONAL GEODETIC SURVEY
 DI6128.in July 2007.
 DI6128
 DI6128.No vertical observational check was made to the station.
 DI6128
 DI6128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6128.GEOID18 height accuracy estimate available here.
 DI6128
 DI6128.Click photographs - Photos may exist for this station.
 DI6128
 DI6128.The dynamic height is computed by dividing the NAVD 88
 DI6128.geopotential number by the normal gravity value computed on the
 DI6128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6128.degrees latitude (g = 980.6199 gals.).
 DI6128
 DI6128.The modeled gravity was interpolated from observed gravity values.
 DI6128
 DI6128;                    North         East    Units  Estimated Accuracy
 DI6128;SPC MI S     -   124,310.    4,104,700.      MT  (+/- 180 meters Scaled)
 DI6128
 DI6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285198(NAD 83)
 DI6128
 DI6128                          SUPERSEDED SURVEY CONTROL
 DI6128
 DI6128.No superseded survey control is available for this station.
 DI6128
 DI6128_MARKER: DD = SURVEY DISK
 DI6128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6128_STAMPING: 50649 2006
 DI6128_MARK LOGO: MIDT
 DI6128_PROJECTION: FLUSH
 DI6128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6128+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6128
 DI6128  HISTORY     - Date     Condition        Report By
 DI6128  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6128
 DI6128                          STATION DESCRIPTION
 DI6128
 DI6128'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6128'THE STATION IS LOCATED 3.0 MILES (4.8 KILOMETERS) EAST OF TROY, 3.1
 DI6128'MILES (4.99 KILOMETERS) WEST-SOUTHWEST OF UTICA, AND 5.3 MILES (8.53
 DI6128'KILOMETERS) SOUTHEAST OF ROCHESTER, LOCATED EAST OF DEQUINDRE ROAD AND
 DI6128'BETWEEN BURNINGBUSH DRIVE AND EAST SQUARE LAKE ROAD.
 DI6128'
 DI6128'TO REACH THE STATION FROM THE JUNCTION DEQUINDRE ROAD WITH EAST SQUARE
 DI6128'LAKE ROAD, GO NORTH ON DEQUINDRE ROAD FOR 0.3 MILES (0.48 KILOMETERS)
 DI6128'TO THE STATION ON THE RIGHT.
 DI6128'
 DI6128'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6128'DISK STAMPED 50649 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6128'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 39.5 METERS
 DI6128'(129.5 FEET) SOUTH OF THE EXTENDED PRIVATE ENTRANCE--43547--, 11.9
 DI6128'METERS (39.2 FEET) NORTH-NORTHWEST OF A POWER POLE, 5.9 METERS (19.3
 DI6128'FEET) WEST OF THE EDGE OF A SIDEWALK, 10.5 METERS (34.3 FEET) EAST OF
 DI6128'THE CENTERLINE OF DEQUINDRE ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A
 DI6128'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6129 ***********************************************************************
 DI6129  DESIGNATION -  50650
 DI6129  PID         -  DI6129
 DI6129  STATE/COUNTY-  MI/MACOMB
 DI6129  COUNTRY     -  US
 DI6129  USGS QUAD   -  WARREN (2017)
 DI6129
 DI6129                         *CURRENT SURVEY CONTROL
 DI6129  ______________________________________________________________________
 DI6129* NAD 83(1986) POSITION- 42 35 22.     (N) 083 05 22.     (W)   SCALED
 DI6129* NAVD 88 ORTHO HEIGHT -   195.056 (meters)      639.95  (feet) ADJUSTED
 DI6129  ______________________________________________________________________
 DI6129  GEOID HEIGHT    -        -34.517 (meters)                     GEOID18
 DI6129  DYNAMIC HEIGHT  -        195.000 (meters)      639.76  (feet) COMP
 DI6129  MODELED GRAVITY -    980,331.1   (mgal)                       NAVD 88
 DI6129
 DI6129  VERT ORDER      -  SECOND    CLASS I
 DI6129
 DI6129.The horizontal coordinates were scaled from a map and have
 DI6129.an estimated accuracy of +/- 6 seconds.
 DI6129
 DI6129.The orthometric height was determined by differential leveling and
 DI6129.adjusted by the NATIONAL GEODETIC SURVEY
 DI6129.in July 2007.
 DI6129
 DI6129.No vertical observational check was made to the station.
 DI6129
 DI6129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6129.GEOID18 height accuracy estimate available here.
 DI6129
 DI6129.Click photographs - Photos may exist for this station.
 DI6129
 DI6129.The dynamic height is computed by dividing the NAVD 88
 DI6129.geopotential number by the normal gravity value computed on the
 DI6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6129.degrees latitude (g = 980.6199 gals.).
 DI6129
 DI6129.The modeled gravity was interpolated from observed gravity values.
 DI6129
 DI6129;                    North         East    Units  Estimated Accuracy
 DI6129;SPC MI S     -   121,810.    4,104,820.      MT  (+/- 180 meters Scaled)
 DI6129
 DI6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285173(NAD 83)
 DI6129
 DI6129                          SUPERSEDED SURVEY CONTROL
 DI6129
 DI6129.No superseded survey control is available for this station.
 DI6129
 DI6129_MARKER: DD = SURVEY DISK
 DI6129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6129_STAMPING: 50650 2006
 DI6129_MARK LOGO: MIDT
 DI6129_PROJECTION: FLUSH
 DI6129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6129+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DI6129
 DI6129  HISTORY     - Date     Condition        Report By
 DI6129  HISTORY     - 20060517 MONUMENTED       MIDT
 DI6129  HISTORY     - 20250612 GOOD             MIDT
 DI6129
 DI6129                          STATION DESCRIPTION
 DI6129
 DI6129'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6129'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) SOUTHEAST OF TROY,
 DI6129'3.9 MILES (6.28 KILOMETERS) SOUTHWEST OF UTICA, AND 4.8 MILES (7.72
 DI6129'KILOMETERS) NORTHEAST OF CLAWSON, LOCATED EAST OF DEQUINDRE ROAD AND
 DI6129'BETWEEN EXTENDED WESSELS DRIVE AND EXTENDED HILL TOP DRIVE.
 DI6129'
 DI6129'TO REACH THE STATION FROM THE JUNCTION OF DEQUINDRE ROAD WITH EAST
 DI6129'LONG LAKE ROAD, GO SOUTH ON DEQUINDRE ROAD FOR 0.2 MILES (0.32
 DI6129'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6129'
 DI6129'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6129'DISK STAMPED 50650 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6129'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 17.8 METERS (58.3
 DI6129'FEET) SOUTH OF THE CENTERLINE OF GLENWOOD DRIVE, 17.4 METERS (57.0
 DI6129'FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--40503--, 6.7
 DI6129'METERS (22.0 FEET) SOUTHWEST OF A FIRE HYDRANT BASE, 2.2 METERS (7.25
 DI6129'FEET) EAST OF THE BACK OF A CURB, AND 1.0 METERS (3.25 FEET) EAST OF A
 DI6129'CARSONITE WITNESS POST.
 DI6129
 DI6129                          STATION RECOVERY (2025)
 DI6129
 DI6129'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6130 ***********************************************************************
 DI6130  DESIGNATION -  50651
 DI6130  PID         -  DI6130
 DI6130  STATE/COUNTY-  MI/MACOMB
 DI6130  COUNTRY     -  US
 DI6130  USGS QUAD   -  WARREN (2017)
 DI6130
 DI6130                         *CURRENT SURVEY CONTROL
 DI6130  ______________________________________________________________________
 DI6130* NAD 83(1986) POSITION- 42 34 02.     (N) 083 05 19.     (W)   SCALED
 DI6130* NAVD 88 ORTHO HEIGHT -   193.216 (meters)      633.91  (feet) ADJUSTED
 DI6130  ______________________________________________________________________
 DI6130  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 DI6130  DYNAMIC HEIGHT  -        193.161 (meters)      633.73  (feet) COMP
 DI6130  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DI6130
 DI6130  VERT ORDER      -  SECOND    CLASS I
 DI6130
 DI6130.The horizontal coordinates were scaled from a map and have
 DI6130.an estimated accuracy of +/- 6 seconds.
 DI6130
 DI6130.The orthometric height was determined by differential leveling and
 DI6130.adjusted by the NATIONAL GEODETIC SURVEY
 DI6130.in July 2007.
 DI6130
 DI6130.No vertical observational check was made to the station.
 DI6130
 DI6130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6130.GEOID18 height accuracy estimate available here.
 DI6130
 DI6130.Click photographs - Photos may exist for this station.
 DI6130
 DI6130.The dynamic height is computed by dividing the NAVD 88
 DI6130.geopotential number by the normal gravity value computed on the
 DI6130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6130.degrees latitude (g = 980.6199 gals.).
 DI6130
 DI6130.The modeled gravity was interpolated from observed gravity values.
 DI6130
 DI6130;                    North         East    Units  Estimated Accuracy
 DI6130;SPC MI S     -   119,340.    4,104,930.      MT  (+/- 180 meters Scaled)
 DI6130
 DI6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285148(NAD 83)
 DI6130
 DI6130                          SUPERSEDED SURVEY CONTROL
 DI6130
 DI6130.No superseded survey control is available for this station.
 DI6130
 DI6130_MARKER: DD = SURVEY DISK
 DI6130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6130_STAMPING: 50651 2006
 DI6130_MARK LOGO: MIDT
 DI6130_PROJECTION: FLUSH
 DI6130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6130+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6130
 DI6130  HISTORY     - Date     Condition        Report By
 DI6130  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6130
 DI6130                          STATION DESCRIPTION
 DI6130
 DI6130'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6130'THE STATION IS LOCATED 4.2 MILES (6.76 KILOMETERS) SOUTHEAST OF TROY,
 DI6130'4.9 MILES (7.89 KILOMETERS) SOUTHWEST OF UTICA, AND 3.8 MILES (6.12
 DI6130'KILOMETERS) NORTHEAST OF CLAWSON, LOCATED EAST OF DEQUINDRE ROAD AND
 DI6130'BETWEEN DENISE DRIVE AND METROPOLITAN PARKWAY (16 1/2 MILE ROAD).
 DI6130'
 DI6130'TO REACH THE STATION FROM THE JUNCTION OF DEQUINDRE ROAD AND
 DI6130'METROPOLITAN PARKWAY (16 1/2 MILE ROAD), GO NORTH ON DEQUINDRE ROAD
 DI6130'FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6130'
 DI6130'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6130'DISK STAMPED 50651 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6130'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 20.3 METERS (66.7
 DI6130'FEET) NORTH OF THE CENTER OF THE DRIVE FOR THE TRICOUNTY MEDICAL
 DI6130'CLINIC ADDRESS --37450--, 6.1 METERS (20.0 FEET) SOUTHWEST OF A POWER
 DI6130'POLE, 2.3 METERS (7.7 FEET) SOUTHEAST OF THE CENTER OF A CATCH BASIN,
 DI6130'1.4 METERS (4.7 FEET) EAST OF THE BACK OF A CURB, AND 0.99 METERS (3.2
 DI6130'FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6131 ***********************************************************************
 DI6131  DESIGNATION -  50652
 DI6131  PID         -  DI6131
 DI6131  STATE/COUNTY-  MI/MACOMB
 DI6131  COUNTRY     -  US
 DI6131  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6131
 DI6131                         *CURRENT SURVEY CONTROL
 DI6131  ______________________________________________________________________
 DI6131* NAD 83(2011) POSITION- 42 26 51.21611(N) 083 04 24.41937(W)   ADJUSTED
 DI6131* NAD 83(2011) ELLIP HT-   157.709 (meters)        (06/27/12)   ADJUSTED
 DI6131* NAD 83(2011) EPOCH   -  2010.00
 DI6131* NAVD 88 ORTHO HEIGHT -   192.153 (meters)      630.42  (feet) ADJUSTED
 DI6131  ______________________________________________________________________
 DI6131  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 DI6131  NAD 83(2011) X  -    568,458.166 (meters)                     COMP
 DI6131  NAD 83(2011) Y  - -4,679,303.609 (meters)                     COMP
 DI6131  NAD 83(2011) Z  -  4,282,524.610 (meters)                     COMP
 DI6131  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 DI6131  DYNAMIC HEIGHT  -        192.099 (meters)      630.24  (feet) COMP
 DI6131  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 DI6131
 DI6131  VERT ORDER      -  SECOND    CLASS I
 DI6131
 DI6131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6131  Standards:
 DI6131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6131  -------------------------------------------------------------------
 DI6131  NETWORK    0.37   0.49           0.17   0.13   0.25     -0.15896232
 DI6131  -------------------------------------------------------------------
 DI6131  Click here for local accuracies and other accuracy information.
 DI6131
 DI6131.The horizontal coordinates were established by GPS observations
 DI6131.and adjusted by the National Geodetic Survey in June 2012.
 DI6131
 DI6131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6131.been affixed to the stable North American tectonic plate. See 
 DI6131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6131
 DI6131.The horizontal coordinates are valid at the epoch date displayed above
 DI6131.which is a decimal equivalence of Year/Month/Day.
 DI6131
 DI6131.The orthometric height was determined by differential leveling and
 DI6131.adjusted by the NATIONAL GEODETIC SURVEY
 DI6131.in July 2007.
 DI6131
 DI6131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6131.GEOID18 height accuracy estimate available here.
 DI6131
 DI6131.Click photographs - Photos may exist for this station.
 DI6131
 DI6131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6131
 DI6131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6131
 DI6131.The ellipsoidal height was determined by GPS observations
 DI6131.and is referenced to NAD 83.
 DI6131
 DI6131.The dynamic height is computed by dividing the NAVD 88
 DI6131.geopotential number by the normal gravity value computed on the
 DI6131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6131.degrees latitude (g = 980.6199 gals.).
 DI6131
 DI6131.The modeled gravity was interpolated from observed gravity values.
 DI6131
 DI6131. The following values were computed from the NAD 83(2011) position.
 DI6131
 DI6131;                    North         East     Units Scale Factor Converg.
 DI6131;SPC MI S     -   106,069.713 4,106,378.920   MT  0.99993585   +0 52 48.3
 DI6131;SPC MI S     -   347,997.75 13,472,371.78   iFT  0.99993585   +0 52 48.3
 DI6131;UTM  17      - 4,701,553.046   329,486.979   MT  0.99995773   -1 23 59.1
 DI6131
 DI6131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6131!SPC MI S     -   0.99997527  x   0.99993585  =   0.99991112
 DI6131!UTM  17      -   0.99997527  x   0.99995773  =   0.99993300
 DI6131
 DI6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2948601553(NAD 83)
 DI6131
 DI6131                          SUPERSEDED SURVEY CONTROL
 DI6131
 DI6131  NAD 83(2007)-  42 26 51.21630(N)    083 04 24.42005(W) AD(2002.00) 1
 DI6131  ELLIP H (06/10/07)  157.715  (m)                       GP(2002.00) 4 1
 DI6131  NAVD 88             192.15   (m)          630.4    (f) LEVELING    3  
 DI6131
 DI6131.Superseded values are not recommended for survey control.
 DI6131
 DI6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6131.See file dsdata.pdf to determine how the superseded data were derived.
 DI6131
 DI6131_MARKER: DD = SURVEY DISK
 DI6131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6131_STAMPING: 50652 2006
 DI6131_MARK LOGO: MIDT
 DI6131_PROJECTION: RECESSED 13 CENTIMETERS
 DI6131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6131+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 DI6131
 DI6131  HISTORY     - Date     Condition        Report By
 DI6131  HISTORY     - 20060519 MONUMENTED       MIDT
 DI6131  HISTORY     - 20070919 GOOD             TETRA
 DI6131  HISTORY     - 20200623 GOOD             MIDT
 DI6131
 DI6131                          STATION DESCRIPTION
 DI6131
 DI6131'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6131'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) SOUTHEAST OF HAZEL
 DI6131'PARK, 3.4 MILES (5.47 KILOMETERS) NORTHWEST OF HAMTRAMCK, AND 3.2
 DI6131'MILES (5.15 KILOMETERS) NORTHEAST OF HIGHLAND PARK, LOCATED AT THE
 DI6131'INTERSECTION OF STATE HIGHWAY M-102 (8 MILE ROAD) WITH WARNER AVENUE.
 DI6131'
 DI6131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6131'ROAD) WITH HOOVER ROAD, GO WEST ON STATE HIGHWAY M-102 (8 MILE ROAD)
 DI6131'FOR 3.5 MILES (5.63 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6131'
 DI6131'THE STATION IS A 4 INCH (10 CM) HEIGHT MODERNIZATION STATION DISK
 DI6131'STAMPED 50652 2006 SET IN A 16 INCH (41 CM) DIAMETER CONCRETE POST
 DI6131'FLUSH WITH THE GROUND.  THE STATION IS 13.4 METERS (44.0 FEET) EAST OF
 DI6131'THE CENTERLINE OF WARNER STREET, 5.3 METERS (17.3 FEET) SOUTHEAST OF A
 DI6131'LIGHT POLE BASE, 4.6 METERS (15.2 FEET) NORTHEAST OF THE CENTER OF A
 DI6131'CATCH BASIN, 2.7 METERS (8.8 FEET) NORTH OF THE BACK OF A CURB, 0.99
 DI6131'METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST, AND LOCATED ON
 DI6131'THE OPPOSITE SIDE OF THE ROAD FROM HARPER HOUSE--CHANGE ADDRESS
 DI6131'2940--.
 DI6131
 DI6131                          STATION RECOVERY (2007)
 DI6131
 DI6131'RECOVERY NOTE BY TETRA TECH INCORPORATED 2007 (ANB)
 DI6131'RECOVERED IN GOOD CONDITION.
 DI6131
 DI6131                          STATION RECOVERY (2020)
 DI6131
 DI6131'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6131'5 FT (1.5 M) NORTH OF POLE FOR 'STOP HERE ON RED' SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5127 ***********************************************************************
 DJ5127  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5127  DESIGNATION -  50653
 DJ5127  PID         -  DJ5127
 DJ5127  STATE/COUNTY-  MI/MACOMB
 DJ5127  COUNTRY     -  US
 DJ5127  USGS QUAD   -  WALDENBURG (2017)
 DJ5127
 DJ5127                         *CURRENT SURVEY CONTROL
 DJ5127  ______________________________________________________________________
 DJ5127* NAD 83(2011) POSITION- 42 37 45.07292(N) 082 54 54.69229(W)   ADJUSTED
 DJ5127* NAD 83(2011) ELLIP HT-   147.972 (meters)        (06/27/12)   ADJUSTED
 DJ5127* NAD 83(2011) EPOCH   -  2010.00
 DJ5127* NAVD 88 ORTHO HEIGHT -   182.75  (meters)      599.6   (feet) GPS OBS
 DJ5127  ______________________________________________________________________
 DJ5127  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5127  GEOID HEIGHT    -        -34.708 (meters)                     GEOID03
 DJ5127  GEOID HEIGHT    -        -34.777 (meters)                     GEOID18
 DJ5127  NAD 83(2011) X  -    579,697.430 (meters)                     COMP
 DJ5127  NAD 83(2011) Y  - -4,664,171.795 (meters)                     COMP
 DJ5127  NAD 83(2011) Z  -  4,297,384.402 (meters)                     COMP
 DJ5127  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DJ5127
 DJ5127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5127  Standards:
 DJ5127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5127  -------------------------------------------------------------------
 DJ5127  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.02570642
 DJ5127  -------------------------------------------------------------------
 DJ5127  Click here for local accuracies and other accuracy information.
 DJ5127
 DJ5127.The horizontal coordinates were established by GPS observations
 DJ5127.and adjusted by the National Geodetic Survey in June 2012.
 DJ5127
 DJ5127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5127.been affixed to the stable North American tectonic plate. See 
 DJ5127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5127
 DJ5127.The horizontal coordinates are valid at the epoch date displayed above
 DJ5127.which is a decimal equivalence of Year/Month/Day.
 DJ5127
 DJ5127.The orthometric height was determined by GPS observations and a
 DJ5127.high-resolution geoid model using precise GPS observation and
 DJ5127.processing techniques.
 DJ5127
 DJ5127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5127.GEOID18 height accuracy estimate available here.
 DJ5127
 DJ5127.Click photographs - Photos may exist for this station.
 DJ5127
 DJ5127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5127
 DJ5127.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5127
 DJ5127.The ellipsoidal height was determined by GPS observations
 DJ5127.and is referenced to NAD 83.
 DJ5127
 DJ5127. The following values were computed from the NAD 83(2011) position.
 DJ5127
 DJ5127;                    North         East     Units Scale Factor Converg.
 DJ5127;SPC MI S     -   126,453.202 4,119,048.045   MT  0.99991680   +0 59 16.0
 DJ5127;SPC MI S     -   414,872.71 13,513,937.16   iFT  0.99991680   +0 59 16.0
 DJ5127;UTM  17      - 4,721,415.884   342,957.928   MT  0.99990343   -1 17 50.4
 DJ5127
 DJ5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5127!SPC MI S     -   0.99997679  x   0.99991680  =   0.99989360
 DJ5127!UTM  17      -   0.99997679  x   0.99990343  =   0.99988023
 DJ5127
 DJ5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4295721415(NAD 83)
 DJ5127
 DJ5127                          SUPERSEDED SURVEY CONTROL
 DJ5127
 DJ5127  NAD 83(2007)-  42 37 45.07311(N)    082 54 54.69305(W) AD(2002.00) 1
 DJ5127  ELLIP H (06/10/07)  147.980  (m)                       GP(2002.00) 4 1
 DJ5127
 DJ5127.Superseded values are not recommended for survey control.
 DJ5127
 DJ5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5127.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5127
 DJ5127_MARKER: DD = SURVEY DISK
 DJ5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5127_STAMPING: 50653 2006
 DJ5127_MARK LOGO: MIDT
 DJ5127_PROJECTION: FLUSH
 DJ5127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5127+STABILITY: SURFACE MOTION
 DJ5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5127+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2025
 DJ5127
 DJ5127  HISTORY     - Date     Condition        Report By
 DJ5127  HISTORY     - 20060619 MONUMENTED       MIDT
 DJ5127  HISTORY     - 20141203 GOOD             ROWEIN
 DJ5127  HISTORY     - 20210326 GOOD             NGSTM
 DJ5127  HISTORY     - 20250615 GOOD             MIDT
 DJ5127
 DJ5127                          STATION DESCRIPTION
 DJ5127
 DJ5127'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5127'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) NORTHWEST OF MOUNT
 DJ5127'CLEMENS, 6.5 MILES (10.46 KILOMETERS) NORTH-NORTHEAST OF FRASER, AND
 DJ5127'5.8 MILES (9.33 KILOMETERS) EAST OF UTICA, LOCATED NORTH OF STATE
 DJ5127'HIGHWAY M-59 (HALL ROAD) AND BETWEEN HEYDEN REICH ROAD AND EXTENDED
 DJ5127'ENTERPRISE DRIVE.
 DJ5127'
 DJ5127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HALL
 DJ5127'ROAD) WITH ROMEO PLANK ROAD, GO EAST ON HALL ROAD FOR 1.1 MILES (1.77
 DJ5127'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5127'
 DJ5127'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5127'DISK STAMPED 50653 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5127'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 17.0 METERS (55.8
 DJ5127'FEET) SOUTHWEST OF A FIRE HYDRANT, 15.2 METERS (49.8 FEET) SOUTHEAST
 DJ5127'OF A LIGHT POLE, 3.0 METERS (10.0 FEET) NORTH OF THE BACK OF A CURB,
 DJ5127'2.6 M (8.5 FT) (8.4 FEET) SOUTH OF THE EDGE OF A WALK, 0.99 METERS
 DJ5127'(3.2 FEET) SOUTH OF A CARSONITE WITNESS POST, AND LOCATED IN FRONT OF
 DJ5127'A MOBIL GAS STATION --ADDRESS 20745--.
 DJ5127
 DJ5127                          STATION RECOVERY (2014)
 DJ5127
 DJ5127'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 DJ5127'RECOVERED IN GOOD CONDITION.
 DJ5127
 DJ5127                          STATION RECOVERY (2021)
 DJ5127
 DJ5127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (GEV)
 DJ5127'METAL DISC ON A CONCRETE MONUMENT.  EASY ASSESS FROM WALK WAY AND NEAR
 DJ5127'TO GAS STATION PARKING LOT.
 DJ5127
 DJ5127                          STATION RECOVERY (2025)
 DJ5127
 DJ5127'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DJ5127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5128 ***********************************************************************
 DJ5128  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5128  DESIGNATION -  50654
 DJ5128  PID         -  DJ5128
 DJ5128  STATE/COUNTY-  MI/MACOMB
 DJ5128  COUNTRY     -  US
 DJ5128  USGS QUAD   -  RICHMOND (2017)
 DJ5128
 DJ5128                         *CURRENT SURVEY CONTROL
 DJ5128  ______________________________________________________________________
 DJ5128* NAD 83(2011) POSITION- 42 46 37.26775(N) 082 52 05.56769(W)   ADJUSTED
 DJ5128* NAD 83(2011) ELLIP HT-   165.019 (meters)        (06/27/12)   ADJUSTED
 DJ5128* NAD 83(2011) EPOCH   -  2010.00
 DJ5128* NAVD 88 ORTHO HEIGHT -   200.01  (meters)      656.2   (feet) GPS OBS
 DJ5128  ______________________________________________________________________
 DJ5128  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5128  GEOID HEIGHT    -        -34.936 (meters)                     GEOID03
 DJ5128  GEOID HEIGHT    -        -34.998 (meters)                     GEOID18
 DJ5128  NAD 83(2011) X  -    582,140.348 (meters)                     COMP
 DJ5128  NAD 83(2011) Y  - -4,652,655.717 (meters)                     COMP
 DJ5128  NAD 83(2011) Z  -  4,309,464.564 (meters)                     COMP
 DJ5128  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DJ5128
 DJ5128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5128  Standards:
 DJ5128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5128  -------------------------------------------------------------------
 DJ5128  NETWORK    0.25   0.43           0.11   0.09   0.22     -0.01682148
 DJ5128  -------------------------------------------------------------------
 DJ5128  Click here for local accuracies and other accuracy information.
 DJ5128
 DJ5128.The horizontal coordinates were established by GPS observations
 DJ5128.and adjusted by the National Geodetic Survey in June 2012.
 DJ5128
 DJ5128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5128.been affixed to the stable North American tectonic plate. See 
 DJ5128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5128
 DJ5128.The horizontal coordinates are valid at the epoch date displayed above
 DJ5128.which is a decimal equivalence of Year/Month/Day.
 DJ5128
 DJ5128.The orthometric height was determined by GPS observations and a
 DJ5128.high-resolution geoid model using precise GPS observation and
 DJ5128.processing techniques.
 DJ5128
 DJ5128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5128.GEOID18 height accuracy estimate available here.
 DJ5128
 DJ5128.Click photographs - Photos may exist for this station.
 DJ5128
 DJ5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5128
 DJ5128.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5128
 DJ5128.The ellipsoidal height was determined by GPS observations
 DJ5128.and is referenced to NAD 83.
 DJ5128
 DJ5128. The following values were computed from the NAD 83(2011) position.
 DJ5128
 DJ5128;                    North         East     Units Scale Factor Converg.
 DJ5128;SPC MI S     -   142,938.857 4,122,608.567   MT  0.99990865   +1 01 11.1
 DJ5128;SPC MI S     -   468,959.50 13,525,618.66   iFT  0.99990865   +1 01 11.1
 DJ5128;UTM  17      - 4,737,746.054   347,173.392   MT  0.99988735   -1 16 08.5
 DJ5128
 DJ5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5128!SPC MI S     -   0.99997412  x   0.99990865  =   0.99988277
 DJ5128!UTM  17      -   0.99997412  x   0.99988735  =   0.99986147
 DJ5128
 DJ5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4717337746(NAD 83)
 DJ5128
 DJ5128                          SUPERSEDED SURVEY CONTROL
 DJ5128
 DJ5128  NAD 83(2007)-  42 46 37.26785(N)    082 52 05.56854(W) AD(2002.00) 1
 DJ5128  ELLIP H (06/10/07)  165.024  (m)                       GP(2002.00) 4 1
 DJ5128
 DJ5128.Superseded values are not recommended for survey control.
 DJ5128
 DJ5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5128.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5128
 DJ5128_MARKER: DD = SURVEY DISK
 DJ5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5128_STAMPING: 50654 2006
 DJ5128_MARK LOGO: MIDT
 DJ5128_PROJECTION: FLUSH
 DJ5128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5128+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 DJ5128
 DJ5128  HISTORY     - Date     Condition        Report By
 DJ5128  HISTORY     - 20060515 MONUMENTED       MIDT
 DJ5128  HISTORY     - 20200716 GOOD             MCA
 DJ5128
 DJ5128                          STATION DESCRIPTION
 DJ5128
 DJ5128'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5128'THE STATION IS LOCATED 4.7 MILES (7.56 KILOMETERS) SOUTH-SOUTHEAST OF
 DJ5128'ARMADA, 6.1 MILES (9.82 KILOMETERS) SOUTHWEST OF RICHMOND, AND 7.0
 DJ5128'MILES (11.27 KILOMETERS) NORTHEAST OF MACOMB, LOCATED NORTH OF 30 MILE
 DJ5128'ROAD AND BETWEEN NORTH AVENUE AND OMO ROAD.
 DJ5128'
 DJ5128'TO REACH THE STATION FROM THE JUNCTION OF NORTH AVENUE WITH NEW HAVEN
 DJ5128'ROAD, GO NORTH ON NORTH AVENUE FOR 1.0 MILE (1.61 KILOMETERS) TO 30
 DJ5128'MILE ROAD, TURN RIGHT AND GO EAST ON 30 MILE ROAD FOR 0.7 MILES (1.13
 DJ5128'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5128'
 DJ5128'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5128'DISK STAMPED 50659 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5128'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 34.2 METERS
 DJ5128'(112.2 FEET) SOUTH-SOUTHWEST OF A POWER POLE, 9.0 METERS (29.5 FEET)
 DJ5128'EAST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--24350--, 7.4 METERS
 DJ5128'(24.2 FEET) NORTH OF THE CENTERLINE OF 30 MILE ROAD, 3.4 METERS (11.2
 DJ5128'FEET) SOUTH OF A WHITE WOOD FENCE, AND 0.99 METERS (3.2 FEET) NORTH OF
 DJ5128'A CARSONITE WITNESS POST.
 DJ5128
 DJ5128                          STATION RECOVERY (2020)
 DJ5128
 DJ5128'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CM)
 DJ5128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5129 ***********************************************************************
 DJ5129  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5129  DESIGNATION -  50655
 DJ5129  PID         -  DJ5129
 DJ5129  STATE/COUNTY-  MI/MACOMB
 DJ5129  COUNTRY     -  US
 DJ5129  USGS QUAD   -  ALLENTON (2017)
 DJ5129
 DJ5129                         *CURRENT SURVEY CONTROL
 DJ5129  ______________________________________________________________________
 DJ5129* NAD 83(2011) POSITION- 42 53 14.47930(N) 082 52 32.80828(W)   ADJUSTED
 DJ5129* NAD 83(2011) ELLIP HT-   206.389 (meters)        (06/27/12)   ADJUSTED
 DJ5129* NAD 83(2011) EPOCH   -  2010.00
 DJ5129* NAVD 88 ORTHO HEIGHT -   241.37  (meters)      791.9   (feet) GPS OBS
 DJ5129  ______________________________________________________________________
 DJ5129  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5129  GEOID HEIGHT    -        -34.913 (meters)                     GEOID03
 DJ5129  GEOID HEIGHT    -        -34.973 (meters)                     GEOID18
 DJ5129  NAD 83(2011) X  -    580,496.137 (meters)                     COMP
 DJ5129  NAD 83(2011) Y  - -4,644,493.639 (meters)                     COMP
 DJ5129  NAD 83(2011) Z  -  4,318,481.765 (meters)                     COMP
 DJ5129  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 DJ5129
 DJ5129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5129  Standards:
 DJ5129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5129  -------------------------------------------------------------------
 DJ5129  NETWORK    0.27   0.45           0.12   0.10   0.23     -0.00921928
 DJ5129  -------------------------------------------------------------------
 DJ5129  Click here for local accuracies and other accuracy information.
 DJ5129
 DJ5129.The horizontal coordinates were established by GPS observations
 DJ5129.and adjusted by the National Geodetic Survey in June 2012.
 DJ5129
 DJ5129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5129.been affixed to the stable North American tectonic plate. See 
 DJ5129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5129
 DJ5129.The horizontal coordinates are valid at the epoch date displayed above
 DJ5129.which is a decimal equivalence of Year/Month/Day.
 DJ5129
 DJ5129.The orthometric height was determined by GPS observations and a
 DJ5129.high-resolution geoid model using precise GPS observation and
 DJ5129.processing techniques.
 DJ5129
 DJ5129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5129.GEOID18 height accuracy estimate available here.
 DJ5129
 DJ5129.Click photographs - Photos may exist for this station.
 DJ5129
 DJ5129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5129
 DJ5129.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5129
 DJ5129.The ellipsoidal height was determined by GPS observations
 DJ5129.and is referenced to NAD 83.
 DJ5129
 DJ5129. The following values were computed from the NAD 83(2011) position.
 DJ5129
 DJ5129;                    North         East     Units Scale Factor Converg.
 DJ5129;SPC MI S     -   155,182.037 4,121,772.469   MT  0.99990688   +1 00 52.5
 DJ5129;SPC MI S     -   509,127.42 13,522,875.55   iFT  0.99990688   +1 00 52.5
 DJ5129;UTM  17      - 4,750,012.627   346,827.195   MT  0.99988864   -1 16 36.6
 DJ5129
 DJ5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5129!SPC MI S     -   0.99996763  x   0.99990688  =   0.99987452
 DJ5129!UTM  17      -   0.99996763  x   0.99988864  =   0.99985628
 DJ5129
 DJ5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4682750012(NAD 83)
 DJ5129
 DJ5129                          SUPERSEDED SURVEY CONTROL
 DJ5129
 DJ5129  NAD 83(2007)-  42 53 14.47938(N)    082 52 32.80920(W) AD(2002.00) 1
 DJ5129  ELLIP H (06/10/07)  206.398  (m)                       GP(2002.00) 4 1
 DJ5129
 DJ5129.Superseded values are not recommended for survey control.
 DJ5129
 DJ5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5129.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5129
 DJ5129_MARKER: DD = SURVEY DISK
 DJ5129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5129_STAMPING: 50655 2006
 DJ5129_MARK LOGO: MIDT
 DJ5129_PROJECTION: FLUSH
 DJ5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5129+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2009
 DJ5129
 DJ5129  HISTORY     - Date     Condition        Report By
 DJ5129  HISTORY     - 20060614 MONUMENTED       MIDT
 DJ5129  HISTORY     - 20091013 GOOD             SPALD
 DJ5129
 DJ5129                          STATION DESCRIPTION
 DJ5129
 DJ5129'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5129'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) NORTH OF ARMADA,
 DJ5129'4.2 MILES (6.76 KILOMETERS) SOUTHEAST OF ALLENTON, AND 5.3 MILES (8.53
 DJ5129'KILOMETERS) WEST OF MEMPHIS, LOCATED NORTH OF PRATT ROAD AND BETWEEN
 DJ5129'NORTH AVENUE AND OMO ROAD.
 DJ5129'
 DJ5129'TO REACH THE STATION FROM THE JUNCTION OF BORDMAN ROAD AND NORTH
 DJ5129'AVENUE, GO SOUTH ON NORTH AVENUE FOR 0.6 MILES (0.97 KILOMETERS) TO
 DJ5129'PRATT ROAD, TURN LEFT AND GO EAST ON PRATT ROAD FOR 0.4 MILES (0.48
 DJ5129'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5129'
 DJ5129'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5129'DISK STAMPED 50655 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5129'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 442.0 METERS
 DJ5129'(1450.0 FEET) EAST OF NORTH AVENUE, 50.6 METERS (166.0 FEET) EAST OF
 DJ5129'THE EXTENDED CENTER OF PRIVATE ENTRANCE--24000--, 13.0 METERS (42.5
 DJ5129'FEET) SOUTH-SOUTHEAST OF A POWER POLE, 7.7 METERS (25.3 FEET) NORTH OF
 DJ5129'THE CENTERLINE OF PRATT ROAD, AND 11 INCHES (28 CENTIMETERS) SOUTH OF
 DJ5129'A CARSONITE WITNESS POST.
 DJ5129
 DJ5129                          STATION RECOVERY (2009)
 DJ5129
 DJ5129'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2009 (CWB)
 DJ5129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5130 ***********************************************************************
 DJ5130  DESIGNATION -  50656
 DJ5130  PID         -  DJ5130
 DJ5130  STATE/COUNTY-  MI/MACOMB
 DJ5130  COUNTRY     -  US
 DJ5130  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 DJ5130
 DJ5130                         *CURRENT SURVEY CONTROL
 DJ5130  ______________________________________________________________________
 DJ5130* NAD 83(2011) POSITION- 42 35 51.32569(N) 082 59 29.72230(W)   ADJUSTED
 DJ5130* NAD 83(2011) ELLIP HT-   151.490 (meters)        (06/27/12)   ADJUSTED
 DJ5130* NAD 83(2011) EPOCH   -  2010.00
 DJ5130* NAVD 88 ORTHO HEIGHT -   186.14  (meters)      610.7   (feet) LEVELING
 DJ5130  ______________________________________________________________________
 DJ5130  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 DJ5130  NAD 83(2011) X  -    573,768.064 (meters)                     COMP
 DJ5130  NAD 83(2011) Y  - -4,667,301.847 (meters)                     COMP
 DJ5130  NAD 83(2011) Z  -  4,294,803.652 (meters)                     COMP
 DJ5130  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 DJ5130  VERT ORDER      -  THIRD ?
 DJ5130
 DJ5130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5130  Standards:
 DJ5130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5130  -------------------------------------------------------------------
 DJ5130  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.02815982
 DJ5130  -------------------------------------------------------------------
 DJ5130  Click here for local accuracies and other accuracy information.
 DJ5130
 DJ5130.The horizontal coordinates were established by GPS observations
 DJ5130.and adjusted by the National Geodetic Survey in June 2012.
 DJ5130
 DJ5130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5130.been affixed to the stable North American tectonic plate. See 
 DJ5130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5130
 DJ5130.The horizontal coordinates are valid at the epoch date displayed above
 DJ5130.which is a decimal equivalence of Year/Month/Day.
 DJ5130
 DJ5130.The orthometric height was determined by differential leveling.
 DJ5130.The vertical network tie was performed by a horz. field party for horz.
 DJ5130.obs reductions. Reset procedures were used to establish the elevation.
 DJ5130
 DJ5130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5130.GEOID18 height accuracy estimate available here.
 DJ5130
 DJ5130.Click photographs - Photos may exist for this station.
 DJ5130
 DJ5130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5130
 DJ5130.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5130
 DJ5130.The ellipsoidal height was determined by GPS observations
 DJ5130.and is referenced to NAD 83.
 DJ5130
 DJ5130. The following values were computed from the NAD 83(2011) position.
 DJ5130
 DJ5130;                    North         East     Units Scale Factor Converg.
 DJ5130;SPC MI S     -   122,838.877 4,112,839.935   MT  0.99991940   +0 56 08.8
 DJ5130;SPC MI S     -   403,014.69 13,493,569.34   iFT  0.99991940   +0 56 08.8
 DJ5130;UTM  17      - 4,718,051.914   336,610.688   MT  0.99992845   -1 20 53.9
 DJ5130
 DJ5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5130!SPC MI S     -   0.99997624  x   0.99991940  =   0.99989564
 DJ5130!UTM  17      -   0.99997624  x   0.99992845  =   0.99990469
 DJ5130
 DJ5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3661018051(NAD 83)
 DJ5130
 DJ5130                          SUPERSEDED SURVEY CONTROL
 DJ5130
 DJ5130  NAD 83(2007)-  42 35 51.32589(N)    082 59 29.72303(W) AD(2002.00) 1
 DJ5130  ELLIP H (06/10/07)  151.499  (m)                       GP(2002.00) 4 1
 DJ5130
 DJ5130.Superseded values are not recommended for survey control.
 DJ5130
 DJ5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5130.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5130
 DJ5130_MARKER: DD = SURVEY DISK
 DJ5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5130_STAMPING: 50656 2006
 DJ5130_MARK LOGO: MIDT
 DJ5130_PROJECTION: FLUSH
 DJ5130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5130+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2011
 DJ5130
 DJ5130  HISTORY     - Date     Condition        Report By
 DJ5130  HISTORY     - 20060618 MONUMENTED       MIDT
 DJ5130  HISTORY     - 20111204 GOOD             INDIV
 DJ5130
 DJ5130                          STATION DESCRIPTION
 DJ5130
 DJ5130'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5130'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) SOUTHEAST OF UTICA,
 DJ5130'7.2 MILES (11.59 KILOMETERS) NORTHWEST OF SAINT CLAIR SHORES, AND 5.8
 DJ5130'MILES (9.33 KILOMETERS) WEST OF MOUNT CLEMENS, IN THE MEDIAN OF
 DJ5130'SCHOENHERR ROAD BETWEEN STERLING OAKS DRIVE AND GLENRIO DRIVE.
 DJ5130'
 DJ5130'TO REACH THE STATION FROM THE JUNCTION OF SCHOENHERR ROAD WITH CLINTON
 DJ5130'RIVER ROAD, GO NORTH ON SCHOENHERR ROAD FOR 0.6 MILES (0.97
 DJ5130'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5130'
 DJ5130'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5130'DISK STAMPED 50656 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DJ5130'THE STATION IS 34.1 METERS (111.9 FEET) SOUTH-SOUTHEAST OF A LIGHT
 DJ5130'POLE, 12.3 METERS (40.4 FEET) EAST OF THE BACK OF A CURB, 2.4 METERS
 DJ5130'(7.9 FEET) WEST OF THE BACK OF A CURB, 1.0 METER (3.4 FEET) NORTH OF
 DJ5130'THE EXTENDED CENTER OF PRIVATE ENTRANCE--41111--, AND 0.99 METERS (3.2
 DJ5130'FEET) WEST OF A CARSONITE WITNESS POST.
 DJ5130
 DJ5130                          STATION RECOVERY (2011)
 DJ5130
 DJ5130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ALG)
 DJ5130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6132 ***********************************************************************
 DI6132  HT_MOD      -  This is a Height Modernization Survey Station.
 DI6132  DESIGNATION -  50657
 DI6132  PID         -  DI6132
 DI6132  STATE/COUNTY-  MI/MACOMB
 DI6132  COUNTRY     -  US
 DI6132  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 DI6132
 DI6132                         *CURRENT SURVEY CONTROL
 DI6132  ______________________________________________________________________
 DI6132* NAD 83(2011) POSITION- 42 32 19.54830(N) 082 57 38.64086(W)   ADJUSTED
 DI6132* NAD 83(2011) ELLIP HT-   150.846 (meters)        (06/27/12)   ADJUSTED
 DI6132* NAD 83(2011) EPOCH   -  2010.00
 DI6132* NAVD 88 ORTHO HEIGHT -   185.46  (meters)      608.5   (feet) GPS OBS
 DI6132  ______________________________________________________________________
 DI6132  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI6132  GEOID HEIGHT    -        -34.538 (meters)                     GEOID03
 DI6132  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 DI6132  NAD 83(2011) X  -    576,823.192 (meters)                     COMP
 DI6132  NAD 83(2011) Y  - -4,671,379.039 (meters)                     COMP
 DI6132  NAD 83(2011) Z  -  4,289,990.426 (meters)                     COMP
 DI6132  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DI6132
 DI6132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6132  Standards:
 DI6132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6132  -------------------------------------------------------------------
 DI6132  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.02347098
 DI6132  -------------------------------------------------------------------
 DI6132  Click here for local accuracies and other accuracy information.
 DI6132
 DI6132.The horizontal coordinates were established by GPS observations
 DI6132.and adjusted by the National Geodetic Survey in June 2012.
 DI6132
 DI6132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6132.been affixed to the stable North American tectonic plate. See 
 DI6132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6132
 DI6132.The horizontal coordinates are valid at the epoch date displayed above
 DI6132.which is a decimal equivalence of Year/Month/Day.
 DI6132
 DI6132.The orthometric height was determined by GPS observations and a
 DI6132.high-resolution geoid model using precise GPS observation and
 DI6132.processing techniques.
 DI6132
 DI6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6132.GEOID18 height accuracy estimate available here.
 DI6132
 DI6132.Click photographs - Photos may exist for this station.
 DI6132
 DI6132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6132
 DI6132.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6132
 DI6132.The ellipsoidal height was determined by GPS observations
 DI6132.and is referenced to NAD 83.
 DI6132
 DI6132. The following values were computed from the NAD 83(2011) position.
 DI6132
 DI6132;                    North         East     Units Scale Factor Converg.
 DI6132;SPC MI S     -   116,347.352 4,115,480.876   MT  0.99992504   +0 57 24.4
 DI6132;SPC MI S     -   381,717.03 13,502,233.85   iFT  0.99992504   +0 57 24.4
 DI6132;UTM  17      - 4,711,460.313   338,990.901   MT  0.99991896   -1 19 33.3
 DI6132
 DI6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6132!SPC MI S     -   0.99997634  x   0.99992504  =   0.99990138
 DI6132!UTM  17      -   0.99997634  x   0.99991896  =   0.99989531
 DI6132
 DI6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3899011460(NAD 83)
 DI6132
 DI6132                          SUPERSEDED SURVEY CONTROL
 DI6132
 DI6132  NAD 83(2007)-  42 32 19.54851(N)    082 57 38.64152(W) AD(2002.00) 1
 DI6132  ELLIP H (06/10/07)  150.857  (m)                       GP(2002.00) 4 1
 DI6132  NAVD 88 (07/23/07)  185.457  (m)          608.45   (f) ADJUSTED    2 1
 DI6132
 DI6132.Superseded values are not recommended for survey control.
 DI6132
 DI6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6132.See file dsdata.pdf to determine how the superseded data were derived.
 DI6132
 DI6132_MARKER: DD = SURVEY DISK
 DI6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6132_STAMPING: 50657 2006
 DI6132_MARK LOGO: MIDT
 DI6132_PROJECTION: FLUSH
 DI6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6132+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2025
 DI6132
 DI6132  HISTORY     - Date     Condition        Report By
 DI6132  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6132  HISTORY     - 20251002 GOOD             USACED
 DI6132
 DI6132                          STATION DESCRIPTION
 DI6132
 DI6132'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6132'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) NORTHEAST OF CENTER
 DI6132'LINE, 3.2 MILES (5.15 KILOMETERS) NORTHWEST OF ROSEVILLE, AND 0.5
 DI6132'MILES (0.8 KILOMETERS) WEST OF FRASER, LOCATED NORTH OF 14 MILE ROAD
 DI6132'AND BETWEEN MAZARA DRIVE AND EDGEGROVE ROAD.
 DI6132'
 DI6132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6132'AVENUE) WITH 14 MILE ROAD, GO EAST ON 14 MILE ROAD FOR 3.5 MILES
 DI6132'(5.63 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6132'
 DI6132'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6132'DISK STAMPED 50657 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6132'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 15.9 METERS (52.2
 DI6132'FEET) SOUTHWEST OF THE WEST LEG OF THE HARRINGTON TRAILS PARK SIGN,
 DI6132'11.4 METERS (37.5 FEET) EAST OF THE EXTENDED CENTER OF PRIVATE
 DI6132'ENTRANCE--15930--, 9.1 METERS (30.0 FEET) WEST OF THE EXTENDED CENTER
 DI6132'OF PRIVATE ENTRANCE--15934--, 1.0 METER (3.2 FEET) NORTH OF THE BACK
 DI6132'OF A CURB, AND 0.99 METERS (3.2 FEET) SOUTH OF A CARSONITE WITNESS
 DI6132'POST.
 DI6132
 DI6132                          STATION RECOVERY (2025)
 DI6132
 DI6132'RECOVERY NOTE BY USACE DETROIT DISTRICT 2025 (DC)
 DI6132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5131 ***********************************************************************
 DJ5131  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5131  DESIGNATION -  50658
 DJ5131  PID         -  DJ5131
 DJ5131  STATE/COUNTY-  MI/MACOMB
 DJ5131  COUNTRY     -  US
 DJ5131  USGS QUAD   -  HIGHLAND PARK (2017)
 DJ5131
 DJ5131                         *CURRENT SURVEY CONTROL
 DJ5131  ______________________________________________________________________
 DJ5131* NAD 83(2011) POSITION- 42 28 43.68153(N) 083 00 02.74126(W)   ADJUSTED
 DJ5131* NAD 83(2011) ELLIP HT-   154.569 (meters)        (06/27/12)   ADJUSTED
 DJ5131* NAD 83(2011) EPOCH   -  2010.00
 DJ5131* NAVD 88 ORTHO HEIGHT -   189.09  (meters)      620.4   (feet) GPS OBS
 DJ5131  ______________________________________________________________________
 DJ5131  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5131  GEOID HEIGHT    -        -34.452 (meters)                     GEOID03
 DJ5131  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 DJ5131  NAD 83(2011) X  -    574,108.335 (meters)                     COMP
 DJ5131  NAD 83(2011) Y  - -4,676,250.946 (meters)                     COMP
 DJ5131  NAD 83(2011) Z  -  4,285,082.599 (meters)                     COMP
 DJ5131  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DJ5131
 DJ5131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5131  Standards:
 DJ5131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5131  -------------------------------------------------------------------
 DJ5131  NETWORK    0.27   0.41           0.12   0.10   0.21     -0.06290160
 DJ5131  -------------------------------------------------------------------
 DJ5131  Click here for local accuracies and other accuracy information.
 DJ5131
 DJ5131.The horizontal coordinates were established by GPS observations
 DJ5131.and adjusted by the National Geodetic Survey in June 2012.
 DJ5131
 DJ5131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5131.been affixed to the stable North American tectonic plate. See 
 DJ5131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5131
 DJ5131.The horizontal coordinates are valid at the epoch date displayed above
 DJ5131.which is a decimal equivalence of Year/Month/Day.
 DJ5131
 DJ5131.The orthometric height was determined by GPS observations and a
 DJ5131.high-resolution geoid model using precise GPS observation and
 DJ5131.processing techniques.
 DJ5131
 DJ5131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5131.GEOID18 height accuracy estimate available here.
 DJ5131
 DJ5131.Click photographs - Photos may exist for this station.
 DJ5131
 DJ5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5131
 DJ5131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5131
 DJ5131.The ellipsoidal height was determined by GPS observations
 DJ5131.and is referenced to NAD 83.
 DJ5131
 DJ5131. The following values were computed from the NAD 83(2011) position.
 DJ5131
 DJ5131;                    North         East     Units Scale Factor Converg.
 DJ5131;SPC MI S     -   109,633.705 4,112,301.399   MT  0.99993186   +0 55 46.3
 DJ5131;SPC MI S     -   359,690.63 13,491,802.49   iFT  0.99993186   +0 55 46.3
 DJ5131;UTM  17      - 4,704,878.597   335,546.648   MT  0.99993276   -1 21 05.2
 DJ5131
 DJ5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5131!SPC MI S     -   0.99997576  x   0.99993186  =   0.99990762
 DJ5131!UTM  17      -   0.99997576  x   0.99993276  =   0.99990852
 DJ5131
 DJ5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3554604878(NAD 83)
 DJ5131
 DJ5131                          SUPERSEDED SURVEY CONTROL
 DJ5131
 DJ5131  NAD 83(2007)-  42 28 43.68172(N)    083 00 02.74192(W) AD(2002.00) 1
 DJ5131  ELLIP H (06/10/07)  154.576  (m)                       GP(2002.00) 4 1
 DJ5131
 DJ5131.Superseded values are not recommended for survey control.
 DJ5131
 DJ5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5131.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5131
 DJ5131_MARKER: DD = SURVEY DISK
 DJ5131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5131_STAMPING: 50658 2006
 DJ5131_MARK LOGO: MIDT
 DJ5131_PROJECTION: FLUSH
 DJ5131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5131+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2020
 DJ5131
 DJ5131  HISTORY     - Date     Condition        Report By
 DJ5131  HISTORY     - 20060519 MONUMENTED       MIDT
 DJ5131  HISTORY     - 20200409 GOOD             MCA
 DJ5131
 DJ5131                          STATION DESCRIPTION
 DJ5131
 DJ5131'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5131'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) SOUTHEAST OF CENTER
 DJ5131'LINE, 3.6 MILES (5.79 KILOMETERS) SOUTHWEST OF ROSEVILLE, AND 5.0
 DJ5131'MILES (8.05 KILOMETERS) SOUTHWEST OF FRASER, LOCATED WEST OF WAGNER
 DJ5131'AVENUE AND BETWEEN ENGLEMAN ROAD AND 10 MILE ROAD.
 DJ5131'
 DJ5131'TO REACH THE STATION FROM THE JUNCTION OF HOVER ROAD WITH 10 MILE
 DJ5131'ROAD, GO EAST ON 10 MILE ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO
 DJ5131'WAGNER AVENUE, TURN LEFT AND GO NORTH ON WAGNER AVENUE FOR 0.08 MILES
 DJ5131'(0.13 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5131'
 DJ5131'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5131'DISK STAMPED 50658 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5131'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 5.0 METERS (16.4
 DJ5131'FEET) WEST OF THE CENTERLINE OF WAGNER AVENUE, 3.2 METERS (10.4 FEET)
 DJ5131'SOUTH OF THE CENTER OF PRIVATE ENTRANCE--25053--, 2.6 METERS (8.5
 DJ5131'FEET) NORTHWEST OF THE CENTER OF A CATCH BASIN, 2.3 METERS (7.6 FEET)
 DJ5131'EAST OF THE EDGE OF A WALK, AND 0.99 METERS (3.2 FEET) EAST OF A
 DJ5131'CARSONITE WITNESS POST.
 DJ5131
 DJ5131                          STATION RECOVERY (2020)
 DJ5131
 DJ5131'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DJ5131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5132 ***********************************************************************
 DJ5132  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5132  DESIGNATION -  50659
 DJ5132  PID         -  DJ5132
 DJ5132  STATE/COUNTY-  MI/MACOMB
 DJ5132  COUNTRY     -  US
 DJ5132  USGS QUAD   -  ARMADA (2017)
 DJ5132
 DJ5132                         *CURRENT SURVEY CONTROL
 DJ5132  ______________________________________________________________________
 DJ5132* NAD 83(2011) POSITION- 42 49 53.35032(N) 082 54 32.57114(W)   ADJUSTED
 DJ5132* NAD 83(2011) ELLIP HT-   193.271 (meters)        (06/27/12)   ADJUSTED
 DJ5132* NAD 83(2011) EPOCH   -  2010.00
 DJ5132* NAVD 88 ORTHO HEIGHT -   228.28  (meters)      748.9   (feet) GPS OBS
 DJ5132  ______________________________________________________________________
 DJ5132  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5132  GEOID HEIGHT    -        -34.945 (meters)                     GEOID03
 DJ5132  GEOID HEIGHT    -        -35.009 (meters)                     GEOID18
 DJ5132  NAD 83(2011) X  -    578,319.295 (meters)                     COMP
 DJ5132  NAD 83(2011) Y  - -4,649,009.884 (meters)                     COMP
 DJ5132  NAD 83(2011) Z  -  4,313,923.177 (meters)                     COMP
 DJ5132  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DJ5132
 DJ5132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5132  Standards:
 DJ5132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5132  -------------------------------------------------------------------
 DJ5132  NETWORK    0.26   0.43           0.12   0.09   0.22     -0.00070447
 DJ5132  -------------------------------------------------------------------
 DJ5132  Click here for local accuracies and other accuracy information.
 DJ5132
 DJ5132.The horizontal coordinates were established by GPS observations
 DJ5132.and adjusted by the National Geodetic Survey in June 2012.
 DJ5132
 DJ5132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5132.been affixed to the stable North American tectonic plate. See 
 DJ5132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5132
 DJ5132.The horizontal coordinates are valid at the epoch date displayed above
 DJ5132.which is a decimal equivalence of Year/Month/Day.
 DJ5132
 DJ5132.The orthometric height was determined by GPS observations and a
 DJ5132.high-resolution geoid model using precise GPS observation and
 DJ5132.processing techniques.
 DJ5132
 DJ5132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5132.GEOID18 height accuracy estimate available here.
 DJ5132
 DJ5132.Click photographs - Photos may exist for this station.
 DJ5132
 DJ5132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5132
 DJ5132.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5132
 DJ5132.The ellipsoidal height was determined by GPS observations
 DJ5132.and is referenced to NAD 83.
 DJ5132
 DJ5132. The following values were computed from the NAD 83(2011) position.
 DJ5132
 DJ5132;                    North         East     Units Scale Factor Converg.
 DJ5132;SPC MI S     -   148,929.460 4,119,162.965   MT  0.99990731   +0 59 31.0
 DJ5132;SPC MI S     -   488,613.71 13,514,314.19   iFT  0.99990731   +0 59 31.0
 DJ5132;UTM  17      - 4,743,869.428   343,969.894   MT  0.99989952   -1 17 53.2
 DJ5132
 DJ5132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5132!SPC MI S     -   0.99996969  x   0.99990731  =   0.99987700
 DJ5132!UTM  17      -   0.99996969  x   0.99989952  =   0.99986921
 DJ5132
 DJ5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4396943869(NAD 83)
 DJ5132
 DJ5132                          SUPERSEDED SURVEY CONTROL
 DJ5132
 DJ5132  NAD 83(2007)-  42 49 53.35038(N)    082 54 32.57207(W) AD(2002.00) 1
 DJ5132  ELLIP H (06/10/07)  193.277  (m)                       GP(2002.00) 4 1
 DJ5132
 DJ5132.Superseded values are not recommended for survey control.
 DJ5132
 DJ5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5132.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5132
 DJ5132_MARKER: DD = SURVEY DISK
 DJ5132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5132_STAMPING: 50659 2006
 DJ5132_MARK LOGO: MIDT
 DJ5132_PROJECTION: FLUSH
 DJ5132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5132+STABILITY: SURFACE MOTION
 DJ5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5132+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DJ5132
 DJ5132  HISTORY     - Date     Condition        Report By
 DJ5132  HISTORY     - 20060515 MONUMENTED       MIDT
 DJ5132  HISTORY     - 20091013 GOOD             SPALD
 DJ5132  HISTORY     - 20111026 GOOD             SPALD
 DJ5132  HISTORY     - 20250728 GOOD             MIDT
 DJ5132
 DJ5132                          STATION DESCRIPTION
 DJ5132
 DJ5132'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5132'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) SOUTHWEST OF
 DJ5132'ARMADA, 6.3 MILES (10.14 KILOMETERS) SOUTHEAST OF ALLENTON, 8.3 MILES
 DJ5132'(13.36 KILOMETERS) SOUTHWEST OF MEMPHIS, LOCATED WEST OF ARMADA RIDGE
 DJ5132'ROAD AND BETWEEN 34 MILE ROAD AND 33 MILE ROAD.
 DJ5132'
 DJ5132'TO REACH THE STATION FROM THE JUNCTION OF FULTON STREET WITH MAIN
 DJ5132'STREET, GO WEST ON MAIN STREET FOR 0.4 MILES (0.64 KILOMETERS),
 DJ5132'CONTINUE SOUTHWEST ON ARMADA RIDGE ROAD FOR 1.2 MILES (1.93
 DJ5132'KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5132'
 DJ5132'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5132'DISK STAMPED 50659 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5132'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 9.1 METERS (30.0
 DJ5132'FEET) SOUTHWEST OF THE CENTER OF PRIVATE ENTRANCE--21521--, 6.2 METERS
 DJ5132'(20.5 FEET) NORTHWEST OF THE CENTERLINE OF ARMADA RIDGE ROAD, 4.7
 DJ5132'METERS (15.3 FEET) SOUTHWEST OF A POWER POLE, AND 0.99 METERS (3.2
 DJ5132'FEET) SOUTHEAST OF A CARSONITE WITNESS POST.
 DJ5132
 DJ5132                          STATION RECOVERY (2009)
 DJ5132
 DJ5132'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2009 (CWB)
 DJ5132'A BIKE PATH SIGN HAS BEEN ERECTED 1 FOOT SOUTH OF THE MONUMENT.  THE
 DJ5132'TOP OF THE SIGN IS 10.5 FEET ABOVE THE MONUMENT.  THE CARSONITE
 DJ5132'WITNESS POST HAS BEEN MOVED TO 4.5 FEET NORTHWEST OF THE MONUMENT.
 DJ5132
 DJ5132                          STATION RECOVERY (2011)
 DJ5132
 DJ5132'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 DJ5132'RECOVERED IN GOOD CONDITION.
 DJ5132
 DJ5132                          STATION RECOVERY (2025)
 DJ5132
 DJ5132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DJ5132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6133 ***********************************************************************
 DI6133  DESIGNATION -  50660
 DI6133  PID         -  DI6133
 DI6133  STATE/COUNTY-  MI/MACOMB
 DI6133  COUNTRY     -  US
 DI6133  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 DI6133
 DI6133                         *CURRENT SURVEY CONTROL
 DI6133  ______________________________________________________________________
 DI6133* NAD 83(1986) POSITION- 42 32 16.     (N) 082 59 27.     (W)   SCALED
 DI6133* NAVD 88 ORTHO HEIGHT -   186.518 (meters)      611.93  (feet) ADJUSTED
 DI6133  ______________________________________________________________________
 DI6133  GEOID HEIGHT    -        -34.577 (meters)                     GEOID18
 DI6133  DYNAMIC HEIGHT  -        186.465 (meters)      611.76  (feet) COMP
 DI6133  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 DI6133
 DI6133  VERT ORDER      -  SECOND    CLASS I
 DI6133
 DI6133.The horizontal coordinates were scaled from a map and have
 DI6133.an estimated accuracy of +/- 6 seconds.
 DI6133
 DI6133.The orthometric height was determined by differential leveling and
 DI6133.adjusted by the NATIONAL GEODETIC SURVEY
 DI6133.in July 2007.
 DI6133
 DI6133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6133.GEOID18 height accuracy estimate available here.
 DI6133
 DI6133.Click photographs - Photos may exist for this station.
 DI6133
 DI6133.The dynamic height is computed by dividing the NAVD 88
 DI6133.geopotential number by the normal gravity value computed on the
 DI6133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6133.degrees latitude (g = 980.6199 gals.).
 DI6133
 DI6133.The modeled gravity was interpolated from observed gravity values.
 DI6133
 DI6133;                    North         East    Units  Estimated Accuracy
 DI6133;SPC MI S     -   116,200.    4,113,010.      MT  (+/- 180 meters Scaled)
 DI6133
 DI6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH365114(NAD 83)
 DI6133
 DI6133                          SUPERSEDED SURVEY CONTROL
 DI6133
 DI6133.No superseded survey control is available for this station.
 DI6133
 DI6133_MARKER: DD = SURVEY DISK
 DI6133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6133_STAMPING: 50660 2006
 DI6133_MARK LOGO: MIDT
 DI6133_PROJECTION: FLUSH
 DI6133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6133+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 DI6133
 DI6133  HISTORY     - Date     Condition        Report By
 DI6133  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6133
 DI6133                          STATION DESCRIPTION
 DI6133
 DI6133'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6133'THE STATION IS LOCATED 4.1 MILES (6.6 KILOMETERS) NORTHEAST OF CENTER
 DI6133'LINE, 3.9 MILES (6.28 KILOMETERS) NORTHWEST OF ROSEVILLE, AND 2.1
 DI6133'MILES (3.38 KILOMETERS) WEST OF FRASER, LOCATED NORTH OF 14 MILE ROAD
 DI6133'AND BETWEEN RED RUN STREET AND SCHOENHERR ROAD.
 DI6133'
 DI6133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6133'AVENUE) WITH 14 MILE ROAD, GO EAST ON 14 MILE ROAD FOR 2.0 MILES (3.22
 DI6133'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6133'
 DI6133'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6133'DISK STAMPED 50660 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6133'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 29.6 METERS (97.0
 DI6133'FEET) EAST OF THE CENTER OF THE DRIVE FOR URGENT CARE
 DI6133'ADDRESS--13409--, 9.2 METERS (30.3 FEET) SOUTHWEST OF A MANHOLE, 6.3
 DI6133'METERS (20.7 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, 1.3 METERS (4.3
 DI6133'FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) SOUTH OF
 DI6133'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6134 ***********************************************************************
 DI6134  DESIGNATION -  50661
 DI6134  PID         -  DI6134
 DI6134  STATE/COUNTY-  MI/MACOMB
 DI6134  COUNTRY     -  US
 DI6134  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 DI6134
 DI6134                         *CURRENT SURVEY CONTROL
 DI6134  ______________________________________________________________________
 DI6134* NAD 83(1986) POSITION- 42 32 21.     (N) 082 55 49.     (W)   SCALED
 DI6134* NAVD 88 ORTHO HEIGHT -   187.275 (meters)      614.42  (feet) ADJUSTED
 DI6134  ______________________________________________________________________
 DI6134  GEOID HEIGHT    -        -34.641 (meters)                     GEOID18
 DI6134  DYNAMIC HEIGHT  -        187.222 (meters)      614.24  (feet) COMP
 DI6134  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 DI6134
 DI6134  VERT ORDER      -  SECOND    CLASS I
 DI6134
 DI6134.The horizontal coordinates were scaled from a map and have
 DI6134.an estimated accuracy of +/- 6 seconds.
 DI6134
 DI6134.The orthometric height was determined by differential leveling and
 DI6134.adjusted by the NATIONAL GEODETIC SURVEY
 DI6134.in July 2007.
 DI6134
 DI6134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6134.GEOID18 height accuracy estimate available here.
 DI6134
 DI6134.Click photographs - Photos may exist for this station.
 DI6134
 DI6134.The dynamic height is computed by dividing the NAVD 88
 DI6134.geopotential number by the normal gravity value computed on the
 DI6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6134.degrees latitude (g = 980.6199 gals.).
 DI6134
 DI6134.The modeled gravity was interpolated from observed gravity values.
 DI6134
 DI6134;                    North         East    Units  Estimated Accuracy
 DI6134;SPC MI S     -   116,430.    4,117,980.      MT  (+/- 180 meters Scaled)
 DI6134
 DI6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH414114(NAD 83)
 DI6134
 DI6134                          SUPERSEDED SURVEY CONTROL
 DI6134
 DI6134.No superseded survey control is available for this station.
 DI6134
 DI6134_MARKER: DD = SURVEY DISK
 DI6134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6134_STAMPING: 50661 2006
 DI6134_MARK LOGO: MIDT
 DI6134_PROJECTION: FLUSH
 DI6134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6134+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DI6134
 DI6134  HISTORY     - Date     Condition        Report By
 DI6134  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6134  HISTORY     - 20110708 GOOD             TETRA
 DI6134
 DI6134                          STATION DESCRIPTION
 DI6134
 DI6134'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6134'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) SOUTHWEST OF BROAD
 DI6134'ACRES, 2.9 MILES (4.67 KILOMETERS) NORTH-NORTHEAST OF ROSEVILLE, AND
 DI6134'1.0 MILE (0.8 KILOMETERS) EAST OF FRASER, IN THE NORTHEAST QUADRANT OF
 DI6134'THE INTERSECTION OF 14 MILE ROAD AND KELLY ROAD.
 DI6134'
 DI6134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-97
 DI6134'(GROESBECK HIGHWAY) WITH 14 MILE ROAD, GO EAST ON 14 MILE ROAD FOR 0.3
 DI6134'MILES (0.48 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6134'
 DI6134'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6134'DISK STAMPED 50661 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6134'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 10.7 METERS (35.0
 DI6134'FEET) NORTH OF THE CENTERLINE OF 14 MILE ROAD, 7.8 METERS (25.7 FEET)
 DI6134'EAST OF A MANHOLE, 82.3 METERS (270.0 FEET) EAST OF PRIVATE
 DI6134'ENTRANCE--18689--, 5.9 METERS (19.5 FEET) SOUTH OF THE EDGE OF A WALK,
 DI6134'1.3 METERS (4.4 FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS
 DI6134'(3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6134
 DI6134                          STATION RECOVERY (2011)
 DI6134
 DI6134'RECOVERY NOTE BY TETRA TECH INCORPORATED 2011 (ANB)
 DI6134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6135 ***********************************************************************
 DI6135  DESIGNATION -  50662
 DI6135  PID         -  DI6135
 DI6135  STATE/COUNTY-  MI/MACOMB
 DI6135  COUNTRY     -  US
 DI6135  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 DI6135
 DI6135                         *CURRENT SURVEY CONTROL
 DI6135  ______________________________________________________________________
 DI6135* NAD 83(1986) POSITION- 42 32 23.     (N) 082 54 03.     (W)   SCALED
 DI6135* NAVD 88 ORTHO HEIGHT -   184.282 (meters)      604.60  (feet) ADJUSTED
 DI6135  ______________________________________________________________________
 DI6135  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 DI6135  DYNAMIC HEIGHT  -        184.230 (meters)      604.43  (feet) COMP
 DI6135  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 DI6135
 DI6135  VERT ORDER      -  SECOND    CLASS I
 DI6135
 DI6135.The horizontal coordinates were scaled from a map and have
 DI6135.an estimated accuracy of +/- 6 seconds.
 DI6135
 DI6135.The orthometric height was determined by differential leveling and
 DI6135.adjusted by the NATIONAL GEODETIC SURVEY
 DI6135.in July 2007.
 DI6135
 DI6135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6135.GEOID18 height accuracy estimate available here.
 DI6135
 DI6135.Click photographs - Photos may exist for this station.
 DI6135
 DI6135.The dynamic height is computed by dividing the NAVD 88
 DI6135.geopotential number by the normal gravity value computed on the
 DI6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6135.degrees latitude (g = 980.6199 gals.).
 DI6135
 DI6135.The modeled gravity was interpolated from observed gravity values.
 DI6135
 DI6135;                    North         East    Units  Estimated Accuracy
 DI6135;SPC MI S     -   116,540.    4,120,400.      MT  (+/- 180 meters Scaled)
 DI6135
 DI6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH439114(NAD 83)
 DI6135
 DI6135                          SUPERSEDED SURVEY CONTROL
 DI6135
 DI6135.No superseded survey control is available for this station.
 DI6135
 DI6135_MARKER: DD = SURVEY DISK
 DI6135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6135_STAMPING: 50662 2006
 DI6135_MARK LOGO: MIDT
 DI6135_PROJECTION: FLUSH
 DI6135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6135+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DI6135
 DI6135  HISTORY     - Date     Condition        Report By
 DI6135  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6135  HISTORY     - 20100712 GOOD             SURVSL
 DI6135  HISTORY     - 20110708 GOOD             TETRA
 DI6135
 DI6135                          STATION DESCRIPTION
 DI6135
 DI6135'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6135'THE STATION IS LOCATED 0.7 MILES (1.13 KILOMETERS) SOUTH OF BROAD
 DI6135'ACRES, 3.5 MILES (5.63 KILOMETERS) NORTHEAST OF ROSEVILLE, AND 2.5
 DI6135'MILES (4.02 KILOMETERS) EAST OF FRASER, LOCATED ON THE SOUTH SIDE OF
 DI6135'14 MILE ROAD AND BETWEEN LIPKE STREET AND GRATIOT AVENUE.
 DI6135'
 DI6135'TO REACH THE STATION FROM THE JUNCTION OF GRATIOT AVENUE WITH 14 MILE
 DI6135'ROAD, GO EAST ON 14 MILE ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO THE
 DI6135'STATION ON THE RIGHT.
 DI6135'
 DI6135'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6135'DISK STAMPED 50662 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6135'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 114.3 METERS
 DI6135'(375.0 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--21503--,
 DI6135'26.2 METERS (86.0 FEET) SOUTHWEST OF A BRICK PILLAR, 20.1 METERS (66.0
 DI6135'FEET) SOUTHWEST OF A POWER POLE, 8.1 METERS (26.7 FEET) SOUTH OF THE
 DI6135'CENTERLINE OF 14 MILE ROAD, AND 0.99 METERS (3.2 FEET) NORTH OF A
 DI6135'CARSONITE WITNESS POST.
 DI6135
 DI6135                          STATION RECOVERY (2010)
 DI6135
 DI6135'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2010
 DI6135'MARK RECOVERED AS DESCRIBED
 DI6135
 DI6135                          STATION RECOVERY (2011)
 DI6135
 DI6135'RECOVERY NOTE BY TETRA TECH INCORPORATED 2011 (ANB)
 DI6135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6136 ***********************************************************************
 DI6136  DESIGNATION -  50663
 DI6136  PID         -  DI6136
 DI6136  STATE/COUNTY-  MI/MACOMB
 DI6136  COUNTRY     -  US
 DI6136  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DI6136
 DI6136                         *CURRENT SURVEY CONTROL
 DI6136  ______________________________________________________________________
 DI6136* NAD 83(1986) POSITION- 42 32 12.     (N) 082 52 24.     (W)   SCALED
 DI6136* NAVD 88 ORTHO HEIGHT -   176.832 (meters)      580.16  (feet) ADJUSTED
 DI6136  ______________________________________________________________________
 DI6136  GEOID HEIGHT    -        -34.692 (meters)                     GEOID18
 DI6136  DYNAMIC HEIGHT  -        176.782 (meters)      579.99  (feet) COMP
 DI6136  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 DI6136
 DI6136  VERT ORDER      -  SECOND    CLASS I
 DI6136
 DI6136.The horizontal coordinates were scaled from a map and have
 DI6136.an estimated accuracy of +/- 6 seconds.
 DI6136
 DI6136.The orthometric height was determined by differential leveling and
 DI6136.adjusted by the NATIONAL GEODETIC SURVEY
 DI6136.in July 2007.
 DI6136
 DI6136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6136.GEOID18 height accuracy estimate available here.
 DI6136
 DI6136.Click photographs - Photos may exist for this station.
 DI6136
 DI6136.The dynamic height is computed by dividing the NAVD 88
 DI6136.geopotential number by the normal gravity value computed on the
 DI6136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6136.degrees latitude (g = 980.6199 gals.).
 DI6136
 DI6136.The modeled gravity was interpolated from observed gravity values.
 DI6136
 DI6136;                    North         East    Units  Estimated Accuracy
 DI6136;SPC MI S     -   116,240.    4,122,660.      MT  (+/- 180 meters Scaled)
 DI6136
 DI6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461110(NAD 83)
 DI6136
 DI6136                          SUPERSEDED SURVEY CONTROL
 DI6136
 DI6136.No superseded survey control is available for this station.
 DI6136
 DI6136_MARKER: DD = SURVEY DISK
 DI6136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6136_STAMPING: 50663 2006
 DI6136_MARK LOGO: MIDT
 DI6136_PROJECTION: FLUSH
 DI6136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6136+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 DI6136
 DI6136  HISTORY     - Date     Condition        Report By
 DI6136  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6136
 DI6136                          STATION DESCRIPTION
 DI6136
 DI6136'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6136'THE STATION IS LOCATED 1.7 MILES (2.74 KILOMETERS) SOUTHEAST OF BROAD
 DI6136'ACRES, 4.3 MILES (6.92 KILOMETERS) NORTHEAST OF ROSEVILLE, AND 3.9
 DI6136'MILES (6.28 KILOMETERS) EAST OF FRASER, IN THE NORTH QUADRANT OF THE
 DI6136'INTERSECTION OF BEVERLY STREET WITH GREATER MACK AVENUE.
 DI6136'
 DI6136'TO REACH THE STATION FROM THE JUNCTION OF HARPER AVENUE AND BEVERLY
 DI6136'STREET, GO SOUTHEAST ON BEVERLY STREET FOR 0.5 MILES (0.8 KILOMETERS)
 DI6136'TO THE STATION ON THE LEFT.
 DI6136'
 DI6136'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6136'DISK STAMPED 50663 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6136'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 10.4 METERS (34.2
 DI6136'FEET) NORTHEAST OF THE CENTERLINE OF BEVERLY STREET, 4.9 METERS (16.1
 DI6136'FEET) NORTHWEST OF THE CENTERLINE OF GREATER MACK AVENUE, 4.8 METERS
 DI6136'(15.7 FEET) SOUTHEAST OF THE EDGE OF A WALK, 2.2 METERS (7.1 FEET)
 DI6136'NORTH-NORTHWEST OF A CATCH BASIN, AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6136'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6137 ***********************************************************************
 DI6137  DESIGNATION -  50664
 DI6137  PID         -  DI6137
 DI6137  STATE/COUNTY-  MI/MACOMB
 DI6137  COUNTRY     -  US
 DI6137  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DI6137
 DI6137                         *CURRENT SURVEY CONTROL
 DI6137  ______________________________________________________________________
 DI6137* NAD 83(1986) POSITION- 42 33 16.     (N) 082 51 16.     (W)   SCALED
 DI6137* NAVD 88 ORTHO HEIGHT -   177.659 (meters)      582.87  (feet) ADJUSTED
 DI6137  ______________________________________________________________________
 DI6137  GEOID HEIGHT    -        -34.724 (meters)                     GEOID18
 DI6137  DYNAMIC HEIGHT  -        177.608 (meters)      582.70  (feet) COMP
 DI6137  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 DI6137
 DI6137  VERT ORDER      -  SECOND    CLASS I
 DI6137
 DI6137.The horizontal coordinates were scaled from a map and have
 DI6137.an estimated accuracy of +/- 6 seconds.
 DI6137
 DI6137.The orthometric height was determined by differential leveling and
 DI6137.adjusted by the NATIONAL GEODETIC SURVEY
 DI6137.in July 2007.
 DI6137
 DI6137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6137.GEOID18 height accuracy estimate available here.
 DI6137
 DI6137.Click photographs - Photos may exist for this station.
 DI6137
 DI6137.The dynamic height is computed by dividing the NAVD 88
 DI6137.geopotential number by the normal gravity value computed on the
 DI6137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6137.degrees latitude (g = 980.6199 gals.).
 DI6137
 DI6137.The modeled gravity was interpolated from observed gravity values.
 DI6137
 DI6137;                    North         East    Units  Estimated Accuracy
 DI6137;SPC MI S     -   118,240.    4,124,180.      MT  (+/- 180 meters Scaled)
 DI6137
 DI6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH477130(NAD 83)
 DI6137
 DI6137                          SUPERSEDED SURVEY CONTROL
 DI6137
 DI6137.No superseded survey control is available for this station.
 DI6137
 DI6137_MARKER: DD = SURVEY DISK
 DI6137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6137_STAMPING: 50664 2006
 DI6137_MARK LOGO: MIDT
 DI6137_PROJECTION: FLUSH
 DI6137_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6137+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 DI6137
 DI6137  HISTORY     - Date     Condition        Report By
 DI6137  HISTORY     - 20060618 MONUMENTED       MIDT
 DI6137
 DI6137                          STATION DESCRIPTION
 DI6137
 DI6137'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6137'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) EAST OF BROAD
 DI6137'ACRES, 2.4 MILES (3.86 KILOMETERS) NORTHEAST OF SAINT CLAIR SHORES,
 DI6137'AND 3.1 MILES (4.99 KILOMETERS) SOUTHEAST OF MOUNT CLEMENS, IN THE
 DI6137'NORTH QUADRANT OF THE INTERSECTION OF SHOOK ROAD WITH JEFFERSON
 DI6137'AVENUE.
 DI6137'
 DI6137'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6137'SHOOK ROAD, GO EAST ON SHOOK ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO
 DI6137'THE STATION ON THE LEFT.
 DI6137'
 DI6137'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6137'DISK STAMPED 50664 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DI6137'THE STATION IS 30.1 METERS (98.7 FEET) NORTH-NORTHWEST OF A UTILITY
 DI6137'POLE, 11.1 METERS (36.5 FEET) SOUTHWEST OF A POWER POLE, 9.8 METERS
 DI6137'(32.0 FEET) SOUTHEAST OF THE CENTERLINE OF SHOOK ROAD, 3.8 METERS
 DI6137'(12.5 FEET) SOUTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--25321--,
 DI6137'2.1 METERS (7.0 FEET) SOUTHEAST OF THE BACK OF A CURB, AND 0.99 METERS
 DI6137'(3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6138 ***********************************************************************
 DI6138  DESIGNATION -  50666
 DI6138  PID         -  DI6138
 DI6138  STATE/COUNTY-  MI/MACOMB
 DI6138  COUNTRY     -  US
 DI6138  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DI6138
 DI6138                         *CURRENT SURVEY CONTROL
 DI6138  ______________________________________________________________________
 DI6138* NAD 83(1986) POSITION- 42 35 35.     (N) 082 48 34.     (W)   SCALED
 DI6138* NAVD 88 ORTHO HEIGHT -   176.423 (meters)      578.81  (feet) ADJUSTED
 DI6138  ______________________________________________________________________
 DI6138  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 DI6138  DYNAMIC HEIGHT  -        176.373 (meters)      578.65  (feet) COMP
 DI6138  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 DI6138
 DI6138  VERT ORDER      -  SECOND    CLASS I
 DI6138
 DI6138.The horizontal coordinates were scaled from a map and have
 DI6138.an estimated accuracy of +/- 6 seconds.
 DI6138
 DI6138.The orthometric height was determined by differential leveling and
 DI6138.adjusted by the NATIONAL GEODETIC SURVEY
 DI6138.in July 2007.
 DI6138
 DI6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6138.GEOID18 height accuracy estimate available here.
 DI6138
 DI6138.Click photographs - Photos may exist for this station.
 DI6138
 DI6138.The dynamic height is computed by dividing the NAVD 88
 DI6138.geopotential number by the normal gravity value computed on the
 DI6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6138.degrees latitude (g = 980.6199 gals.).
 DI6138
 DI6138.The modeled gravity was interpolated from observed gravity values.
 DI6138
 DI6138;                    North         East    Units  Estimated Accuracy
 DI6138;SPC MI S     -   122,600.    4,127,800.      MT  (+/- 180 meters Scaled)
 DI6138
 DI6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH515172(NAD 83)
 DI6138
 DI6138                          SUPERSEDED SURVEY CONTROL
 DI6138
 DI6138.No superseded survey control is available for this station.
 DI6138
 DI6138_MARKER: DD = SURVEY DISK
 DI6138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6138_STAMPING: 50666 2006
 DI6138_MARK LOGO: MIDT
 DI6138_PROJECTION: FLUSH
 DI6138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6138+STABILITY: SURFACE MOTION
 DI6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6138+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 DI6138
 DI6138  HISTORY     - Date     Condition        Report By
 DI6138  HISTORY     - 20060618 MONUMENTED       MIDT
 DI6138  HISTORY     - 20200914 GOOD             NGS
 DI6138  HISTORY     - 20240701 GOOD             MCA
 DI6138
 DI6138                          STATION DESCRIPTION
 DI6138
 DI6138'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6138'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) EAST OF MOUNT
 DI6138'CLEMENS, 6.0 MILES (9.66 KILOMETERS) NORTHEAST OF SAINT CLAIR SHORES,
 DI6138'AND 2.4 MILES (3.86 KILOMETERS) NORTHEAST OF LAKESIDE, LOCATED ON THE
 DI6138'WEST SIDE OF JEFFERSON AVENUE AND BETWEEN SOUTH RIVER ROAD AND EMERICK
 DI6138'STREET.
 DI6138'
 DI6138'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6138'NORTH RIVER ROAD, GO EAST ON NORTH RIVER ROAD FOR 1.8 MILES (2.9
 DI6138'KILOMETERS) TO BRIDGEVIEW STREET, GO SOUTH ON BRIDGEVIEW STREET FOR
 DI6138'0.5 MILES (0.8 KILOMETERS) TO SOUTH RIVER ROAD, GO EAST ON SOUTH RIVER
 DI6138'ROAD FOR 1.2 MILES (1.93 KILOMETERS) TO JEFFERSON AVENUE, GO SOUTH ON
 DI6138'JEFFERSON AVENUE FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE
 DI6138'RIGHT.
 DI6138'
 DI6138'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6138'DISK STAMPED 50666 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DI6138'THE STATION IS 10 M (32.8 FT) WEST OF JEFFERSON AVENUE, 38 M (124.7
 DI6138'FT) NORTH OF EMERICK STREET AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6138'CARSONITE WITNESS POST.
 DI6138
 DI6138                          STATION RECOVERY (2020)
 DI6138
 DI6138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (JH)
 DI6138'THE CARSONITE POST IS NOW MISSING.
 DI6138
 DI6138                          STATION RECOVERY (2024)
 DI6138
 DI6138'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 DI6138'THE MARK IS 39.0 FT (11.9 M) WEST OF THE CENTERLINE JEFFERSON AVENUE.
 DI6138'3 FT (0.9 M) EAST OF AN ASPHALT BIKE PATH.  106.5 FT (32.5 M) NORTH OF
 DI6138'A WOOD UTILITY POLE WITH A MAGNAIL IN THE EAST FACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6139 ***********************************************************************
 DI6139  DESIGNATION -  50667
 DI6139  PID         -  DI6139
 DI6139  STATE/COUNTY-  MI/MACOMB
 DI6139  COUNTRY     -  US
 DI6139  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DI6139
 DI6139                         *CURRENT SURVEY CONTROL
 DI6139  ______________________________________________________________________
 DI6139* NAD 83(1986) POSITION- 42 35 53.     (N) 082 48 32.     (W)   SCALED
 DI6139* NAVD 88 ORTHO HEIGHT -   175.718 (meters)      576.50  (feet) ADJUSTED
 DI6139  ______________________________________________________________________
 DI6139  GEOID HEIGHT    -        -34.804 (meters)                     GEOID18
 DI6139  DYNAMIC HEIGHT  -        175.668 (meters)      576.34  (feet) COMP
 DI6139  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 DI6139
 DI6139  VERT ORDER      -  SECOND    CLASS I
 DI6139
 DI6139.The horizontal coordinates were scaled from a map and have
 DI6139.an estimated accuracy of +/- 6 seconds.
 DI6139
 DI6139.The orthometric height was determined by differential leveling and
 DI6139.adjusted by the NATIONAL GEODETIC SURVEY
 DI6139.in July 2007.
 DI6139
 DI6139.No vertical observational check was made to the station.
 DI6139
 DI6139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6139.GEOID18 height accuracy estimate available here.
 DI6139
 DI6139.Click photographs - Photos may exist for this station.
 DI6139
 DI6139.The dynamic height is computed by dividing the NAVD 88
 DI6139.geopotential number by the normal gravity value computed on the
 DI6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6139.degrees latitude (g = 980.6199 gals.).
 DI6139
 DI6139.The modeled gravity was interpolated from observed gravity values.
 DI6139
 DI6139;                    North         East    Units  Estimated Accuracy
 DI6139;SPC MI S     -   123,150.    4,127,830.      MT  (+/- 180 meters Scaled)
 DI6139
 DI6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH516177(NAD 83)
 DI6139
 DI6139                          SUPERSEDED SURVEY CONTROL
 DI6139
 DI6139.No superseded survey control is available for this station.
 DI6139
 DI6139_MARKER: DD = SURVEY DISK
 DI6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6139_STAMPING: 50667 2006
 DI6139_MARK LOGO: MIDT
 DI6139_PROJECTION: FLUSH
 DI6139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6139+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 DI6139
 DI6139  HISTORY     - Date     Condition        Report By
 DI6139  HISTORY     - 20060618 MONUMENTED       MIDT
 DI6139
 DI6139                          STATION DESCRIPTION
 DI6139
 DI6139'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6139'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) WEST OF MOUNT
 DI6139'CLEMENS, 6.3 MILES (10.14 KILOMETERS) NORTHEAST OF SAINT CLAIR SHORES,
 DI6139'AND 2.7 MILES (4.35 KILOMETERS) NORTHWEST OF LAKESIDE, IN THE
 DI6139'NORTHWEST QUADRANT OF THE INTERSECTION OF NORTH RIVER ROAD AND GEORGE
 DI6139'AVENUE.
 DI6139'
 DI6139'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6139'NORTH RIVER ROAD, GO EAST ON NORTH RIVER ROAD FOR 2.7 MILES (4.35
 DI6139'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6139'
 DI6139'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6139'DISK STAMPED 50667 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DI6139'THE STATION IS 59.1 METERS (194.0 FEET) WEST OF THE CENTERLINE OF
 DI6139'GEORGE AVENUE, 12.5 METERS (40.9 FEET) SOUTH OF A FENCE, 49.7 METERS
 DI6139'(163.0 FEET) WEST-SOUTHWEST OF A POWER POLE, 9.1 METERS (30.0 FEET)
 DI6139'WEST OF THE CENTER OF THE DRIVE FOR BUILDING--30380--, 9.1 METERS
 DI6139'(30.0 FEET) NORTH OF THE CENTERLINE OF NORTH RIVER ROAD, AND 0.99
 DI6139'METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6140 ***********************************************************************
 DI6140  DESIGNATION -  50668
 DI6140  PID         -  DI6140
 DI6140  STATE/COUNTY-  MI/MACOMB
 DI6140  COUNTRY     -  US
 DI6140  USGS QUAD   -  NEW HAVEN (2017)
 DI6140
 DI6140                         *CURRENT SURVEY CONTROL
 DI6140  ______________________________________________________________________
 DI6140* NAD 83(1986) POSITION- 42 39 23.76   (N) 082 47 57.77   (W)   HD_HELD1
 DI6140* NAVD 88 ORTHO HEIGHT -   176.070 (meters)      577.66  (feet) ADJUSTED
 DI6140  ______________________________________________________________________
 DI6140  GEOID HEIGHT    -        -34.883 (meters)                     GEOID18
 DI6140  DYNAMIC HEIGHT  -        176.020 (meters)      577.49  (feet) COMP
 DI6140  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 DI6140
 DI6140  VERT ORDER      -  SECOND    CLASS I
 DI6140
 DI6140.The horizontal coordinates were determined by differentially corrected
 DI6140.hand held GPS observations or other comparable positioning techniques
 DI6140.and have an estimated accuracy of +/- 3 meters.
 DI6140
 DI6140.The orthometric height was determined by differential leveling and
 DI6140.adjusted by the NATIONAL GEODETIC SURVEY
 DI6140.in July 2007.
 DI6140
 DI6140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6140.GEOID18 height accuracy estimate available here.
 DI6140
 DI6140.Click photographs - Photos may exist for this station.
 DI6140
 DI6140.The dynamic height is computed by dividing the NAVD 88
 DI6140.geopotential number by the normal gravity value computed on the
 DI6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6140.degrees latitude (g = 980.6199 gals.).
 DI6140
 DI6140.The modeled gravity was interpolated from observed gravity values.
 DI6140
 DI6140;                    North         East    Units  Estimated Accuracy
 DI6140;SPC MI S     -   129,667.9   4,128,489.0     MT  (+/- 3 meters HH1 GPS) 
 DI6140
 DI6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5251924251(NAD 83)
 DI6140
 DI6140                          SUPERSEDED SURVEY CONTROL
 DI6140
 DI6140.No superseded survey control is available for this station.
 DI6140
 DI6140_MARKER: DD = SURVEY DISK
 DI6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6140_STAMPING: 50668 2006
 DI6140_MARK LOGO: MIDT
 DI6140_PROJECTION: FLUSH
 DI6140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6140+STABILITY: SURFACE MOTION
 DI6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6140+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2025
 DI6140
 DI6140  HISTORY     - Date     Condition        Report By
 DI6140  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6140  HISTORY     - 20200824 GOOD             MIDT
 DI6140  HISTORY     - 20210629 GOOD             MIDT
 DI6140  HISTORY     - 20250615 GOOD             MIDT
 DI6140
 DI6140                          STATION DESCRIPTION
 DI6140
 DI6140'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6140'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) SOUTH OF NEW HAVEN,
 DI6140'3.6 MILES (5.79 KILOMETERS) SOUTHWEST OF NEW BALTIMORE, AND 5.7 MILES
 DI6140'(9.17 KILOMETERS) NORTHEAST OF MOUNT CLEMENS, IN THE SOUTHERN PART OF
 DI6140'BOOK COURT CAL-DE-SAC.
 DI6140'
 DI6140'TO REACH THE STATION FROM THE JUNCTION OF COTTON ROAD WITH JEFFERSON
 DI6140'AVENUE, GO NORTHEAST ON JEFFERSON AVENUE FOR 0.8 MILES (1.29
 DI6140'KILOMETERS) TO BOOK COURT, GO NORTHWEST ON BOOK COURT TO THE STATION.
 DI6140'
 DI6140'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6140'DISK STAMPED 50668 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6140'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 11.7 METERS (38.4
 DI6140'FEET) SOUTHEAST OF THE CENTER OF A MANHOLE, 7.6 METERS (25.0 FEET)
 DI6140'NORTH-NORTHWEST OF THE CENTER OF A MANHOLE, 3.0 METERS (10.0 FEET)
 DI6140'WEST OF THE EXTENDED CENTERLINE OF BOOK COURT, 1.5 METERS (5.0 FEET)
 DI6140'NORTHWEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--48051--, AND
 DI6140'0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6140
 DI6140                          STATION RECOVERY (2020)
 DI6140
 DI6140'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6140'THE MARK IS 49 FT (14.9 M) SOUTHEAST OF SEWER DRAIN, 38 FT (11.6 M)
 DI6140'SOUTH OF RAISED MANHOLE, 25.5 FT (7.8 M) NORTH-NORTHEAST OF MANHOLE
 DI6140'AND 52.5 FT (16.0 M) WEST-NORTHWEST OF THE WEST EDGE OF CULVERT.
 DI6140
 DI6140                          STATION RECOVERY (2021)
 DI6140
 DI6140'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 DI6140'RECOVERED IN GOOD CONDITION.
 DI6140
 DI6140                          STATION RECOVERY (2025)
 DI6140
 DI6140'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6140'FOUND AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6141 ***********************************************************************
 DI6141  DESIGNATION -  50669
 DI6141  PID         -  DI6141
 DI6141  STATE/COUNTY-  MI/MACOMB
 DI6141  COUNTRY     -  US
 DI6141  USGS QUAD   -  NEW BALTIMORE (2017)
 DI6141
 DI6141                         *CURRENT SURVEY CONTROL
 DI6141  ______________________________________________________________________
 DI6141* NAD 83(1986) POSITION- 42 41 23.     (N) 082 44 50.     (W)   SCALED
 DI6141* NAVD 88 ORTHO HEIGHT -   180.592 (meters)      592.49  (feet) ADJUSTED
 DI6141  ______________________________________________________________________
 DI6141  GEOID HEIGHT    -        -34.929 (meters)                     GEOID18
 DI6141  DYNAMIC HEIGHT  -        180.541 (meters)      592.32  (feet) COMP
 DI6141  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DI6141
 DI6141  VERT ORDER      -  SECOND    CLASS I
 DI6141
 DI6141.The horizontal coordinates were scaled from a map and have
 DI6141.an estimated accuracy of +/- 6 seconds.
 DI6141
 DI6141.The orthometric height was determined by differential leveling and
 DI6141.adjusted by the NATIONAL GEODETIC SURVEY
 DI6141.in July 2007.
 DI6141
 DI6141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6141.GEOID18 height accuracy estimate available here.
 DI6141
 DI6141.Click photographs - Photos may exist for this station.
 DI6141
 DI6141.The dynamic height is computed by dividing the NAVD 88
 DI6141.geopotential number by the normal gravity value computed on the
 DI6141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6141.degrees latitude (g = 980.6199 gals.).
 DI6141
 DI6141.The modeled gravity was interpolated from observed gravity values.
 DI6141
 DI6141;                    North         East    Units  Estimated Accuracy
 DI6141;SPC MI S     -   133,430.    4,132,690.      MT  (+/- 180 meters Scaled)
 DI6141
 DI6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH568278(NAD 83)
 DI6141
 DI6141                          SUPERSEDED SURVEY CONTROL
 DI6141
 DI6141.No superseded survey control is available for this station.
 DI6141
 DI6141_MARKER: DD = SURVEY DISK
 DI6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6141_STAMPING: 50669 2006
 DI6141_MARK LOGO: MIDT
 DI6141_PROJECTION: FLUSH
 DI6141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6141+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6141
 DI6141  HISTORY     - Date     Condition        Report By
 DI6141  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6141
 DI6141                          STATION DESCRIPTION
 DI6141
 DI6141'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6141'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) SOUTHEAST OF NEW
 DI6141'HAVEN, 0.79 MILES (1.27 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND
 DI6141'2.9 MILES (4.67 KILOMETERS) WEST OF ANCHORVILLE, LOCATED EAST OF THE
 DI6141'INTERSECTION OF HARRISON STREET WITH WASHINGTON STREET.
 DI6141'
 DI6141'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY M-29 (GREEN
 DI6141'STREET) WITH WASHINGTON STREET, GO NORTHEAST ON WASHINGTON STREET FOR
 DI6141'0.8 MILES (1.29 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6141'
 DI6141'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6141'DISK STAMPED 50669 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6141'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 27.5 METERS (90.3
 DI6141'FEET) SOUTHWEST OF THE CENTER OF PRIVATE ENTRANCE--35312--, 12.6
 DI6141'METERS (41.2 FEET) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 11.6 METERS
 DI6141'(38.0 FEET) NORTHEAST OF THE CENTERLINE OF WASHINGTON STREET, 10.8
 DI6141'METERS (35.5 FEET) SOUTHEAST OF THE CENTERLINE OF HARRISON STREET, AND
 DI6141'0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6142 ***********************************************************************
 DI6142  DESIGNATION -  50670
 DI6142  PID         -  DI6142
 DI6142  STATE/COUNTY-  MI/MACOMB
 DI6142  COUNTRY     -  US
 DI6142  USGS QUAD   -  NEW HAVEN (2017)
 DI6142
 DI6142                         *CURRENT SURVEY CONTROL
 DI6142  ______________________________________________________________________
 DI6142* NAD 83(1986) POSITION- 42 42 15.     (N) 082 46 12.     (W)   SCALED
 DI6142* NAVD 88 ORTHO HEIGHT -   183.189 (meters)      601.01  (feet) ADJUSTED
 DI6142  ______________________________________________________________________
 DI6142  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 DI6142  DYNAMIC HEIGHT  -        183.137 (meters)      600.84  (feet) COMP
 DI6142  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 DI6142
 DI6142  VERT ORDER      -  SECOND    CLASS I
 DI6142
 DI6142.The horizontal coordinates were scaled from a map and have
 DI6142.an estimated accuracy of +/- 6 seconds.
 DI6142
 DI6142.The orthometric height was determined by differential leveling and
 DI6142.adjusted by the NATIONAL GEODETIC SURVEY
 DI6142.in July 2007.
 DI6142
 DI6142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6142.GEOID18 height accuracy estimate available here.
 DI6142
 DI6142.Click photographs - Photos may exist for this station.
 DI6142
 DI6142.The dynamic height is computed by dividing the NAVD 88
 DI6142.geopotential number by the normal gravity value computed on the
 DI6142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6142.degrees latitude (g = 980.6199 gals.).
 DI6142
 DI6142.The modeled gravity was interpolated from observed gravity values.
 DI6142
 DI6142;                    North         East    Units  Estimated Accuracy
 DI6142;SPC MI S     -   135,000.    4,130,800.      MT  (+/- 180 meters Scaled)
 DI6142
 DI6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH550294(NAD 83)
 DI6142
 DI6142                          SUPERSEDED SURVEY CONTROL
 DI6142
 DI6142.No superseded survey control is available for this station.
 DI6142
 DI6142_MARKER: DD = SURVEY DISK
 DI6142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6142_STAMPING: 50670 2006
 DI6142_MARK LOGO: MIDT
 DI6142_PROJECTION: FLUSH
 DI6142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6142+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DI6142
 DI6142  HISTORY     - Date     Condition        Report By
 DI6142  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6142  HISTORY     - 20180306 GOOD             INDIV
 DI6142
 DI6142                          STATION DESCRIPTION
 DI6142
 DI6142'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6142'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) SOUTHEAST OF NEW
 DI6142'HAVEN, 2.2 MILES (3.54 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND 6.0
 DI6142'MILES (9.66 KILOMETERS) SOUTHWEST OF CASCO, LOCATED EAST OF STATE
 DI6142'HIGHWAY M-19 (WASHINGTON STREET) AND BETWEEN INTERSTATE HIGHWAY-94 AND
 DI6142'BAKER ROAD.
 DI6142'
 DI6142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-29 (GREEN
 DI6142'STREET) WITH STATE HIGHWAY M-19 (WASHINGTON STREET), GO NORTHEAST ON
 DI6142'STATE HIGHWAY M-19 (WASHINGTON STREET) FOR 2.3 MILES (3.7 KILOMETERS)
 DI6142'TO THE STATION ON THE RIGHT.
 DI6142'
 DI6142'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6142'DISK STAMPED 50670 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6142'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 335.3 METERS
 DI6142'(1100.0 FEET) NORTHWEST OF THE CENTER OF PRIVATE ENTRANCE--4585--,
 DI6142'13.2 METERS (43.2 FEET) WEST OF A FIRE HYDRANT, 6.9 METERS (22.5 FEET)
 DI6142'NORTHWEST OF A 12 INCH (30 CENTIMETER) CULVERT, 6.3 METERS (20.6 FEET)
 DI6142'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY M-19 (WASHINGTON STREET),
 DI6142'AND 0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6142
 DI6142                          STATION RECOVERY (2018)
 DI6142
 DI6142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (CRH)
 DI6142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6143 ***********************************************************************
 DI6143  DESIGNATION -  50671
 DI6143  PID         -  DI6143
 DI6143  STATE/COUNTY-  MI/MACOMB
 DI6143  COUNTRY     -  US
 DI6143  USGS QUAD   -  NEW HAVEN (2017)
 DI6143
 DI6143                         *CURRENT SURVEY CONTROL
 DI6143  ______________________________________________________________________
 DI6143* NAD 83(1986) POSITION- 42 44 03.     (N) 082 47 32.     (W)   SCALED
 DI6143* NAVD 88 ORTHO HEIGHT -   191.472 (meters)      628.19  (feet) ADJUSTED
 DI6143  ______________________________________________________________________
 DI6143  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 DI6143  DYNAMIC HEIGHT  -        191.418 (meters)      628.01  (feet) COMP
 DI6143  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 DI6143
 DI6143  VERT ORDER      -  SECOND    CLASS I
 DI6143
 DI6143.The horizontal coordinates were scaled from a map and have
 DI6143.an estimated accuracy of +/- 6 seconds.
 DI6143
 DI6143.The orthometric height was determined by differential leveling and
 DI6143.adjusted by the NATIONAL GEODETIC SURVEY
 DI6143.in July 2007.
 DI6143
 DI6143.No vertical observational check was made to the station.
 DI6143
 DI6143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6143.GEOID18 height accuracy estimate available here.
 DI6143
 DI6143.Click photographs - Photos may exist for this station.
 DI6143
 DI6143.The dynamic height is computed by dividing the NAVD 88
 DI6143.geopotential number by the normal gravity value computed on the
 DI6143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6143.degrees latitude (g = 980.6199 gals.).
 DI6143
 DI6143.The modeled gravity was interpolated from observed gravity values.
 DI6143
 DI6143;                    North         East    Units  Estimated Accuracy
 DI6143;SPC MI S     -   138,290.    4,128,920.      MT  (+/- 180 meters Scaled)
 DI6143
 DI6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH532328(NAD 83)
 DI6143
 DI6143                          SUPERSEDED SURVEY CONTROL
 DI6143
 DI6143.No superseded survey control is available for this station.
 DI6143
 DI6143_MARKER: DD = SURVEY DISK
 DI6143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6143_STAMPING: 50671 2006
 DI6143_MARK LOGO: MIDT
 DI6143_PROJECTION: FLUSH
 DI6143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6143+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6143
 DI6143  HISTORY     - Date     Condition        Report By
 DI6143  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6143
 DI6143                          STATION DESCRIPTION
 DI6143
 DI6143'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6143'THE STATION IS LOCATED 0.6 MILES (0.97 KILOMETERS) NORTHEAST OF NEW
 DI6143'HAVEN, 4.6 MILES (7.4 KILOMETERS) NORTHWEST OF NEW BALTIMORE, AND 5.5
 DI6143'MILES (8.85 KILOMETERS) SOUTHWEST OF RICHMOND, LOCATED NORTH OF CLARK
 DI6143'STREET AND BETWEEN EXTENDED VICTORIA STREET AND STEVENS STREET.
 DI6143'
 DI6143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (GRATIOT
 DI6143'AVENUE) WITH CLARK STREET, GO WEST ON CLARK STREET FOR 0.4 MILES (0.64
 DI6143'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6143'
 DI6143'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6143'DISK STAMPED 50671 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6143'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 16.2 METERS (53.0
 DI6143'FEET) WEST OF THE CENTERLINE OF AMHERST AVENUE, 11.5 METERS (37.8
 DI6143'FEET)  SOUTHWEST OF A MANHOLE, 18.3 METERS (60.0 FEET) SOUTH OF
 DI6143'HOUSE--59001--, 2.3 METERS (7.5 FEET) SOUTH OF A FLAG POLE, 1.5 METERS
 DI6143'(4.9 FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET)
 DI6143'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6144 ***********************************************************************
 DI6144  DESIGNATION -  50672
 DI6144  PID         -  DI6144
 DI6144  STATE/COUNTY-  MI/MACOMB
 DI6144  COUNTRY     -  US
 DI6144  USGS QUAD   -  NEW HAVEN (2017)
 DI6144
 DI6144                         *CURRENT SURVEY CONTROL
 DI6144  ______________________________________________________________________
 DI6144* NAD 83(1986) POSITION- 42 43 42.     (N) 082 47 54.     (W)   SCALED
 DI6144* NAVD 88 ORTHO HEIGHT -   189.922 (meters)      623.10  (feet) ADJUSTED
 DI6144  ______________________________________________________________________
 DI6144  GEOID HEIGHT    -        -34.957 (meters)                     GEOID18
 DI6144  DYNAMIC HEIGHT  -        189.868 (meters)      622.93  (feet) COMP
 DI6144  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 DI6144
 DI6144  VERT ORDER      -  SECOND    CLASS I
 DI6144
 DI6144.The horizontal coordinates were scaled from a map and have
 DI6144.an estimated accuracy of +/- 6 seconds.
 DI6144
 DI6144.The orthometric height was determined by differential leveling and
 DI6144.adjusted by the NATIONAL GEODETIC SURVEY
 DI6144.in July 2007.
 DI6144
 DI6144.No vertical observational check was made to the station.
 DI6144
 DI6144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6144.GEOID18 height accuracy estimate available here.
 DI6144
 DI6144.Click photographs - Photos may exist for this station.
 DI6144
 DI6144.The dynamic height is computed by dividing the NAVD 88
 DI6144.geopotential number by the normal gravity value computed on the
 DI6144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6144.degrees latitude (g = 980.6199 gals.).
 DI6144
 DI6144.The modeled gravity was interpolated from observed gravity values.
 DI6144
 DI6144;                    North         East    Units  Estimated Accuracy
 DI6144;SPC MI S     -   137,640.    4,128,430.      MT  (+/- 180 meters Scaled)
 DI6144
 DI6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH527322(NAD 83)
 DI6144
 DI6144                          SUPERSEDED SURVEY CONTROL
 DI6144
 DI6144.No superseded survey control is available for this station.
 DI6144
 DI6144_MARKER: DD = SURVEY DISK
 DI6144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6144_STAMPING: 50672 2006
 DI6144_MARK LOGO: MIDT
 DI6144_PROJECTION: FLUSH
 DI6144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6144+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2013
 DI6144
 DI6144  HISTORY     - Date     Condition        Report By
 DI6144  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6144  HISTORY     - 20130406 GOOD             INDIV
 DI6144
 DI6144                          STATION DESCRIPTION
 DI6144
 DI6144'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6144'THE STATION IS LOCATED IN NEW HAVEN, 6.2 MILES (9.98 KILOMETERS)
 DI6144'NORTHWEST OF ANCHORVILLE, AND 6.0 MILES (9.66 KILOMETERS) SOUTHWEST OF
 DI6144'RICHMOND, IN THE SOUTH QUADRANT OF THE INTERSECTION OF LUTES STREET
 DI6144'WITH BENNETT STREET.
 DI6144'
 DI6144'TO REACH THE STATION FROM THE JUNCTION OF HAVEN RIDGE ROAD WITH MAIN
 DI6144'STREET, GO SOUTHEAST ON MAIN STREET FOR 0.1 MILES (0.16 KILOMETERS) TO
 DI6144'BENNETT STREET, TURN LEFT AND GO NORTHEAST ON BENNETT STREET FOR 0.05
 DI6144'MILES (0.08 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6144'
 DI6144'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6144'DISK STAMPED 50672 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6144'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 9.8 METERS (32.0
 DI6144'FEET) SOUTHWEST OF THE CENTERLINE OF LUTES STREET, 6.9 METERS (22.7
 DI6144'FEET) WEST OF A CATCH BASIN, 6.6 METERS (21.5 FEET) SOUTHEAST OF THE
 DI6144'CENTERLINE OF BENNETT STREET, 1.5 METERS (5.0 FEET) NORTHWEST OF THE
 DI6144'EXTENDED CENTER OF PRIVATE ENTRANCE--58126--, AND 0.99 METERS (3.2
 DI6144'FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6144
 DI6144                          STATION RECOVERY (2013)
 DI6144
 DI6144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (SJB)
 DI6144'RECOVERED AS DESCRIBED, MANNIK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6145 ***********************************************************************
 DI6145  DESIGNATION -  50673
 DI6145  PID         -  DI6145
 DI6145  STATE/COUNTY-  MI/MACOMB
 DI6145  COUNTRY     -  US
 DI6145  USGS QUAD   -  ROMEO (2017)
 DI6145
 DI6145                         *CURRENT SURVEY CONTROL
 DI6145  ______________________________________________________________________
 DI6145* NAD 83(1986) POSITION- 42 46 50.     (N) 083 00 30.     (W)   SCALED
 DI6145* NAVD 88 ORTHO HEIGHT -   235.929 (meters)      774.04  (feet) ADJUSTED
 DI6145  ______________________________________________________________________
 DI6145  GEOID HEIGHT    -        -34.973 (meters)                     GEOID18
 DI6145  DYNAMIC HEIGHT  -        235.856 (meters)      773.80  (feet) COMP
 DI6145  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 DI6145
 DI6145  VERT ORDER      -  SECOND    CLASS I
 DI6145
 DI6145.The horizontal coordinates were scaled from a map and have
 DI6145.an estimated accuracy of +/- 6 seconds.
 DI6145
 DI6145.The orthometric height was determined by differential leveling and
 DI6145.adjusted by the NATIONAL GEODETIC SURVEY
 DI6145.in July 2007.
 DI6145
 DI6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6145.GEOID18 height accuracy estimate available here.
 DI6145
 DI6145.Click photographs - Photos may exist for this station.
 DI6145
 DI6145.The dynamic height is computed by dividing the NAVD 88
 DI6145.geopotential number by the normal gravity value computed on the
 DI6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6145.degrees latitude (g = 980.6199 gals.).
 DI6145
 DI6145.The modeled gravity was interpolated from observed gravity values.
 DI6145
 DI6145;                    North         East    Units  Estimated Accuracy
 DI6145;SPC MI S     -   143,140.    4,111,140.      MT  (+/- 180 meters Scaled)
 DI6145
 DI6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH357384(NAD 83)
 DI6145
 DI6145                          SUPERSEDED SURVEY CONTROL
 DI6145
 DI6145.No superseded survey control is available for this station.
 DI6145
 DI6145_MARKER: DD = SURVEY DISK
 DI6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6145_STAMPING: 50673 2006
 DI6145_MARK LOGO: MIDT
 DI6145_PROJECTION: FLUSH
 DI6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6145+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DI6145
 DI6145  HISTORY     - Date     Condition        Report By
 DI6145  HISTORY     - 20060516 MONUMENTED       MIDT
 DI6145
 DI6145                          STATION DESCRIPTION
 DI6145
 DI6145'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6145'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) NORTH-NORTHEAST OF
 DI6145'WASHINGTON, 6.0 MILES (9.66 KILOMETERS) NORTHWEST OF MACOMB, AND 1.6
 DI6145'MILES (2.57 KILOMETERS) SOUTH OF ROMEO, LOCATED EAST OF STATE HIGHWAY
 DI6145'M-53 AND BETWEEN 31 MILE ROAD AND 30 MILE ROAD.
 DI6145'
 DI6145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 WITH 31
 DI6145'MILE ROAD, GO SOUTHWEST ON STATE HIGHWAY M-53 FOR 0.5 MILES (0.8
 DI6145'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6145'
 DI6145'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6145'DISK STAMPED 50673 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6145'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.55 MILES (0.89
 DI6145'KILOMETERS) NORTH OF 30 MILE ROAD, 29.5 METERS (96.8 FEET) WEST OF A
 DI6145'RIGHT OF WAY FENCE, 8.8 METERS (29.0 FEET) EAST OF THE CENTERLINE OF
 DI6145'STATE HIGHWAY M-53, 2.3 METERS (7.7 FEET) EAST OF THE EDGE OF THE
 DI6145'SHOULDER, AND 0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6146 ***********************************************************************
 DI6146  DESIGNATION -  50675
 DI6146  PID         -  DI6146
 DI6146  STATE/COUNTY-  MI/MACOMB
 DI6146  COUNTRY     -  US
 DI6146  USGS QUAD   -  WARREN (2017)
 DI6146
 DI6146                         *CURRENT SURVEY CONTROL
 DI6146  ______________________________________________________________________
 DI6146* NAD 83(1986) POSITION- 42 32 14.     (N) 083 00 41.     (W)   SCALED
 DI6146* NAVD 88 ORTHO HEIGHT -   186.313 (meters)      611.26  (feet) ADJUSTED
 DI6146  ______________________________________________________________________
 DI6146  GEOID HEIGHT    -        -34.552 (meters)                     GEOID18
 DI6146  DYNAMIC HEIGHT  -        186.261 (meters)      611.09  (feet) COMP
 DI6146  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 DI6146
 DI6146  VERT ORDER      -  SECOND    CLASS I
 DI6146
 DI6146.The horizontal coordinates were scaled from a map and have
 DI6146.an estimated accuracy of +/- 6 seconds.
 DI6146
 DI6146.The orthometric height was determined by differential leveling and
 DI6146.adjusted by the NATIONAL GEODETIC SURVEY
 DI6146.in July 2007.
 DI6146
 DI6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6146.GEOID18 height accuracy estimate available here.
 DI6146
 DI6146.Click photographs - Photos may exist for this station.
 DI6146
 DI6146.The dynamic height is computed by dividing the NAVD 88
 DI6146.geopotential number by the normal gravity value computed on the
 DI6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6146.degrees latitude (g = 980.6199 gals.).
 DI6146
 DI6146.The modeled gravity was interpolated from observed gravity values.
 DI6146
 DI6146;                    North         East    Units  Estimated Accuracy
 DI6146;SPC MI S     -   116,110.    4,111,320.      MT  (+/- 180 meters Scaled)
 DI6146
 DI6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348113(NAD 83)
 DI6146
 DI6146                          SUPERSEDED SURVEY CONTROL
 DI6146
 DI6146.No superseded survey control is available for this station.
 DI6146
 DI6146_MARKER: DD = SURVEY DISK
 DI6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6146_STAMPING: 50675 2006
 DI6146_MARK LOGO: MIDT
 DI6146_PROJECTION: FLUSH
 DI6146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6146+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 DI6146
 DI6146  HISTORY     - Date     Condition        Report By
 DI6146  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6146
 DI6146                          STATION DESCRIPTION
 DI6146
 DI6146'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6146'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) NORTH-NORTHEAST OF
 DI6146'CENTER LINE, 6.0 MILES (9.66 KILOMETERS) NORTHEAST OF MADISON HEIGHTS,
 DI6146'AND 3.1 MILES (4.99 KILOMETERS) WEST OF FRASER, LOCATED NORTH OF 14
 DI6146'MILE ROAD AND BETWEEN CHECK DRIVE AND MAPLE LANE.
 DI6146'
 DI6146'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6146'AVENUE) WITH 14 MILE ROAD, GO EAST ON 14 MILE ROAD FOR 0.9 MILES (1.45
 DI6146'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6146'
 DI6146'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6146'DISK STAMPED 50675 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6146'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DI6146'(200.0 FEET) EAST OF THE DRIVE FOR AN APARTMENT BUILDING--11441--,
 DI6146'10.0 METERS (32.8 FEET) NORTH OF THE CENTERLINE OF 14 MILE ROAD, 1.2
 DI6146'METERS (3.8 FEET) SOUTH OF A FENCE LINE, 1.0 METER (3.2 FEET) NORTH OF
 DI6146'THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) SOUTH OF A CARSONITE
 DI6146'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6147 ***********************************************************************
 DI6147  DESIGNATION -  50676
 DI6147  PID         -  DI6147
 DI6147  STATE/COUNTY-  MI/MACOMB
 DI6147  COUNTRY     -  US
 DI6147  USGS QUAD   -  WARREN (2017)
 DI6147
 DI6147                         *CURRENT SURVEY CONTROL
 DI6147  ______________________________________________________________________
 DI6147* NAD 83(1986) POSITION- 42 32 13.     (N) 083 01 41.     (W)   SCALED
 DI6147* NAVD 88 ORTHO HEIGHT -   187.195 (meters)      614.16  (feet) ADJUSTED
 DI6147  ______________________________________________________________________
 DI6147  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 DI6147  DYNAMIC HEIGHT  -        187.142 (meters)      613.98  (feet) COMP
 DI6147  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 DI6147
 DI6147  VERT ORDER      -  SECOND    CLASS I
 DI6147
 DI6147.The horizontal coordinates were scaled from a map and have
 DI6147.an estimated accuracy of +/- 6 seconds.
 DI6147
 DI6147.The orthometric height was determined by differential leveling and
 DI6147.adjusted by the NATIONAL GEODETIC SURVEY
 DI6147.in July 2007.
 DI6147
 DI6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6147.GEOID18 height accuracy estimate available here.
 DI6147
 DI6147.Click photographs - Photos may exist for this station.
 DI6147
 DI6147.The dynamic height is computed by dividing the NAVD 88
 DI6147.geopotential number by the normal gravity value computed on the
 DI6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6147.degrees latitude (g = 980.6199 gals.).
 DI6147
 DI6147.The modeled gravity was interpolated from observed gravity values.
 DI6147
 DI6147;                    North         East    Units  Estimated Accuracy
 DI6147;SPC MI S     -   116,060.    4,109,960.      MT  (+/- 180 meters Scaled)
 DI6147
 DI6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH334113(NAD 83)
 DI6147
 DI6147                          SUPERSEDED SURVEY CONTROL
 DI6147
 DI6147.No superseded survey control is available for this station.
 DI6147
 DI6147_MARKER: DD = SURVEY DISK
 DI6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6147_STAMPING: 50676 2006
 DI6147_MARK LOGO: MIDT
 DI6147_PROJECTION: FLUSH
 DI6147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6147+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2025
 DI6147
 DI6147  HISTORY     - Date     Condition        Report By
 DI6147  HISTORY     - 20060515 MONUMENTED       MIDT
 DI6147  HISTORY     - 20090928 GOOD             JCLS
 DI6147  HISTORY     - 20120405 GOOD             SPALD
 DI6147  HISTORY     - 20251114 GOOD             DOD
 DI6147
 DI6147                          STATION DESCRIPTION
 DI6147
 DI6147'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6147'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) NORTH OF CENTER
 DI6147'LINE, 5.3 MILES (8.53 KILOMETERS) NORTHEAST OF MADISON HEIGHTS, AND
 DI6147'4.0 MILES (6.44 KILOMETERS) WEST OF FRASER, IN THE NORTHEAST QUADRANT
 DI6147'OF THE INTERSECTION OF EXTENDED RUEHLE AVENUE AND 14 MILE ROAD.
 DI6147'
 DI6147'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6147'AVENUE) WITH 14 MILE ROAD, GO EAST ON 14 MILE ROAD FOR 0.07 MILES
 DI6147'(0.11 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6147'
 DI6147'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6147'DISK STAMPED 50676 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6147'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.6 METERS (48.0
 DI6147'FEET) WEST OF THE EXTENDED CENTER OF THE DRIVE TO AN AUTO AND TRUCK
 DI6147'ACCESSORIES BUILDING--8154--, 12.2 METERS (40.0 FEET) EAST OF THE
 DI6147'EXTENDED CENTERLINE OF RUEHLE AVENUE, 5.6 METERS (18.3 FEET)
 DI6147'EAST-SOUTHEAST OF AN UNDER GROUND CABLE MARKER, 4.3 METERS (14.1 FEET)
 DI6147'SOUTHEAST OF A CATCH BASIN, 1.7 METERS (5.5 FEET) NORTH OF THE BACK OF
 DI6147'A CURB, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6147
 DI6147                          STATION RECOVERY (2009)
 DI6147
 DI6147'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DI6147'RECOVERED IN GOOD CONDITION.
 DI6147
 DI6147                          STATION RECOVERY (2012)
 DI6147
 DI6147'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (RK)
 DI6147'RECOVERED IN GOOD CONDITION.
 DI6147
 DI6147                          STATION RECOVERY (2025)
 DI6147
 DI6147'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 2025 (JA)
 DI6147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6148 ***********************************************************************
 DI6148  DESIGNATION -  50682
 DI6148  PID         -  DI6148
 DI6148  STATE/COUNTY-  MI/MACOMB
 DI6148  COUNTRY     -  US
 DI6148  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DI6148
 DI6148                         *CURRENT SURVEY CONTROL
 DI6148  ______________________________________________________________________
 DI6148* NAD 83(1986) POSITION- 42 34 11.     (N) 082 49 48.     (W)   SCALED
 DI6148* NAVD 88 ORTHO HEIGHT -   175.797 (meters)      576.76  (feet) ADJUSTED
 DI6148  ______________________________________________________________________
 DI6148  GEOID HEIGHT    -        -34.759 (meters)                     GEOID18
 DI6148  DYNAMIC HEIGHT  -        175.747 (meters)      576.60  (feet) COMP
 DI6148  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DI6148
 DI6148  VERT ORDER      -  SECOND    CLASS I
 DI6148
 DI6148.The horizontal coordinates were scaled from a map and have
 DI6148.an estimated accuracy of +/- 6 seconds.
 DI6148
 DI6148.The orthometric height was determined by differential leveling and
 DI6148.adjusted by the NATIONAL GEODETIC SURVEY
 DI6148.in July 2007.
 DI6148
 DI6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6148.GEOID18 height accuracy estimate available here.
 DI6148
 DI6148.Click photographs - Photos may exist for this station.
 DI6148
 DI6148.The dynamic height is computed by dividing the NAVD 88
 DI6148.geopotential number by the normal gravity value computed on the
 DI6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6148.degrees latitude (g = 980.6199 gals.).
 DI6148
 DI6148.The modeled gravity was interpolated from observed gravity values.
 DI6148
 DI6148;                    North         East    Units  Estimated Accuracy
 DI6148;SPC MI S     -   119,970.    4,126,160.      MT  (+/- 180 meters Scaled)
 DI6148
 DI6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH498146(NAD 83)
 DI6148
 DI6148                          SUPERSEDED SURVEY CONTROL
 DI6148
 DI6148.No superseded survey control is available for this station.
 DI6148
 DI6148_MARKER: DD = SURVEY DISK
 DI6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6148_STAMPING: 50682 2006
 DI6148_MARK LOGO: MIDT
 DI6148_PROJECTION: FLUSH
 DI6148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6148+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 DI6148
 DI6148  HISTORY     - Date     Condition        Report By
 DI6148  HISTORY     - 20060618 MONUMENTED       MIDT
 DI6148
 DI6148                          STATION DESCRIPTION
 DI6148
 DI6148'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6148'THE STATION IS LOCATED 0.6 MILES (0.97 KILOMETERS) NORTHEAST OF
 DI6148'LAKESIDE, 4.0 MILES (6.44 KILOMETERS) NORTHEAST OF SAINT CLAIR SHORES,
 DI6148'AND 3.1 MILES (4.99 KILOMETERS) SOUTHEAST OF MOUNT CLEMENS, IN THE
 DI6148'NORTH QUADRANT OF THE INTERSECTION OF JEFFERSON AVENUE WITH HILLER
 DI6148'STREET.
 DI6148'
 DI6148'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6148'SHOOK ROAD, GO SOUTHEAST ON SHOOK ROAD FOR 0.3 MILES (0.48 KILOMETERS)
 DI6148'TO JEFFERSON AVENUE, GO NORTHEAST ON JEFFERSON AVENUE FOLLOWING THE
 DI6148'CURVES FOR 1.9 MILES (3.06 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6148'
 DI6148'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6148'DISK STAMPED 50682 2006 SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DI6148'THE STATION IS 18.0 METERS (59.0 FEET) SOUTHEAST OF THE SOUTHWEST
 DI6148'CORNER OF HOUSE--37311--, 14.5 METERS (47.5 FEET) NORTHEAST OF THE
 DI6148'CENTERLINE OF HILLER STREET, 9.6 METERS (31.4 FEET) EAST OF A FIRE
 DI6148'HYDRANT, 7.3 METERS (24.0 FEET) NORTHWEST OF THE CENTERLINE OF
 DI6148'JEFFERSON AVENUE, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE
 DI6148'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6149 ***********************************************************************
 DI6149  DESIGNATION -  50683
 DI6149  PID         -  DI6149
 DI6149  STATE/COUNTY-  MI/MACOMB
 DI6149  COUNTRY     -  US
 DI6149  USGS QUAD   -  WARREN (2017)
 DI6149
 DI6149                         *CURRENT SURVEY CONTROL
 DI6149  ______________________________________________________________________
 DI6149* NAD 83(1986) POSITION- 42 32 02.     (N) 083 01 13.     (W)   SCALED
 DI6149* NAVD 88 ORTHO HEIGHT -   190.265 (meters)      624.23  (feet) ADJUSTED
 DI6149  ______________________________________________________________________
 DI6149  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 DI6149  DYNAMIC HEIGHT  -        190.212 (meters)      624.05  (feet) COMP
 DI6149  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 DI6149
 DI6149  VERT ORDER      -  SECOND    CLASS I
 DI6149
 DI6149.The horizontal coordinates were scaled from a map and have
 DI6149.an estimated accuracy of +/- 6 seconds.
 DI6149
 DI6149.The orthometric height was determined by differential leveling and
 DI6149.adjusted by the NATIONAL GEODETIC SURVEY
 DI6149.in July 2007.
 DI6149
 DI6149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6149.GEOID18 height accuracy estimate available here.
 DI6149
 DI6149.Click photographs - Photos may exist for this station.
 DI6149
 DI6149.The dynamic height is computed by dividing the NAVD 88
 DI6149.geopotential number by the normal gravity value computed on the
 DI6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6149.degrees latitude (g = 980.6199 gals.).
 DI6149
 DI6149.The modeled gravity was interpolated from observed gravity values.
 DI6149
 DI6149;                    North         East    Units  Estimated Accuracy
 DI6149;SPC MI S     -   115,730.    4,110,600.      MT  (+/- 180 meters Scaled)
 DI6149
 DI6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH340110(NAD 83)
 DI6149
 DI6149                          SUPERSEDED SURVEY CONTROL
 DI6149
 DI6149.No superseded survey control is available for this station.
 DI6149
 DI6149_MARKER: DD = SURVEY DISK
 DI6149_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6149_STAMPING: 50683 2006
 DI6149_MARK LOGO: MIDT
 DI6149_PROJECTION: FLUSH
 DI6149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6149+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DI6149
 DI6149  HISTORY     - Date     Condition        Report By
 DI6149  HISTORY     - 20060619 MONUMENTED       MIDT
 DI6149
 DI6149                          STATION DESCRIPTION
 DI6149
 DI6149'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6149'THE STATION IS LOCATED 3.6 MI (5.79 KM) WEST OF FRASER, 5.0 MI (8.05
 DI6149'KM) NORTHWEST OF ROSEVILLE, 3.5 MI (5.63 KM) NORTH-NORTHEAST OF CENTER
 DI6149'LINE, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF WARKOP AVENUE
 DI6149'WITH 14 MILE ROAD.
 DI6149'
 DI6149'TO REACH THE STATION FROM THE JUNCTION OF 14 MILE ROAD WITH VAN DYKE
 DI6149'AVENUE (M-53), GO EAST ON 14 MILE ROAD 0.3 MI (0.48 KM) TO WARKOP
 DI6149'AVENUE, GO SOUTH ON WARKOP ROAD TO THE WARREN WATER TREATMENT PLANT
 DI6149'WITH A CORS STATION.
 DI6149'
 DI6149'THE STATION A 4 INCH (10 CM) HEIGHT MODERNIZATION STATION DISK STAMPED
 DI6149'50683 2006 SET VERTICALLY 4.2 FT (1.3 M) ABOVE GROUND IN THE FACE OF
 DI6149'THE WARREN CORS STATION BASE, 16.5 FT (5.0 M) SOUTH OF THE SOUTHWEST
 DI6149'CORNER OF A BUILDING.  TO LOCATE POINT GO INSIDE WATER TREATMENT PLANT
 DI6149'OFFICES AND THEY WILL TAKE YOU TO THE CORS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6150 ***********************************************************************
 DI6150  DESIGNATION -  50684
 DI6150  PID         -  DI6150
 DI6150  STATE/COUNTY-  MI/MACOMB
 DI6150  COUNTRY     -  US
 DI6150  USGS QUAD   -  ROMEO (2017)
 DI6150
 DI6150                         *CURRENT SURVEY CONTROL
 DI6150  ______________________________________________________________________
 DI6150* NAD 83(1986) POSITION- 42 46 57.     (N) 083 00 21.     (W)   SCALED
 DI6150* NAVD 88 ORTHO HEIGHT -   234.422 (meters)      769.10  (feet) ADJUSTED
 DI6150  ______________________________________________________________________
 DI6150  GEOID HEIGHT    -        -34.976 (meters)                     GEOID18
 DI6150  DYNAMIC HEIGHT  -        234.350 (meters)      768.86  (feet) COMP
 DI6150  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 DI6150
 DI6150  VERT ORDER      -  SECOND    CLASS I
 DI6150
 DI6150.The horizontal coordinates were scaled from a map and have
 DI6150.an estimated accuracy of +/- 6 seconds.
 DI6150
 DI6150.The orthometric height was determined by differential leveling and
 DI6150.adjusted by the NATIONAL GEODETIC SURVEY
 DI6150.in July 2007.
 DI6150
 DI6150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6150.GEOID18 height accuracy estimate available here.
 DI6150
 DI6150.Click photographs - Photos may exist for this station.
 DI6150
 DI6150.The dynamic height is computed by dividing the NAVD 88
 DI6150.geopotential number by the normal gravity value computed on the
 DI6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6150.degrees latitude (g = 980.6199 gals.).
 DI6150
 DI6150.The modeled gravity was interpolated from observed gravity values.
 DI6150
 DI6150;                    North         East    Units  Estimated Accuracy
 DI6150;SPC MI S     -   143,360.    4,111,340.      MT  (+/- 180 meters Scaled)
 DI6150
 DI6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH359386(NAD 83)
 DI6150
 DI6150                          SUPERSEDED SURVEY CONTROL
 DI6150
 DI6150.No superseded survey control is available for this station.
 DI6150
 DI6150_MARKER: DD = SURVEY DISK
 DI6150_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6150_STAMPING: 50684 2006
 DI6150_MARK LOGO: MIDT
 DI6150_PROJECTION: FLUSH
 DI6150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6150+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DI6150
 DI6150  HISTORY     - Date     Condition        Report By
 DI6150  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6150
 DI6150                          STATION DESCRIPTION
 DI6150
 DI6150'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6150'THE STATION IS LOCATED 4.3 MILES (6.92 KILOMETERS) NORTH-NORTHEAST OF
 DI6150'WASHINGTON, 1.5 MILES (2.41 KILOMETERS) SOUTH-SOUTHEAST OF ROMEO, AND
 DI6150'7.4 MILES (11.91 KILOMETERS) SOUTHWEST OF ARMADA, LOCATED EAST OF
 DI6150'STATE HIGHWAY M-53 AND BETWEEN 31 MILE ROAD AND 30 MILE ROAD.
 DI6150'
 DI6150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 WITH 31
 DI6150'MILE ROAD, GO EAST ON 31 MILE ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO
 DI6150'THE ROAD COMMISSION DRIVEWAY, GO SOUTH ON THE ROAD COMMISSION DRIVEWAY
 DI6150'TO THE CORS STATION ON THE LEFT.
 DI6150'
 DI6150'THE STATION A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION DISK
 DI6150'STAMPED 50684 2006 SET VERTICALLY IN THE EAST FACE OF THE WASHINGTON
 DI6150'CORS STATION LOCATED INSIDE OF THE U SHAPE FORMED BY THE ROAD
 DI6150'COMMISSION BUILDINGS.  THE STATION IS 0.6 METERS (2.0 FEET) SOUTH OF
 DI6150'THE BACK OF A CURB, AND 2.1 METERS (7.0 FEET) EAST OF THE WEST
 DI6150'BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0962 ***********************************************************************
 RJ0962  DESIGNATION -  51
 RJ0962  PID         -  RJ0962
 RJ0962  STATE/COUNTY-  MI/CHIPPEWA
 RJ0962  COUNTRY     -  US
 RJ0962  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0962
 RJ0962                         *CURRENT SURVEY CONTROL
 RJ0962  ______________________________________________________________________
 RJ0962* NAD 83(1994) POSITION- 46 25 16.81530(N) 084 11 21.12023(W)   ADJUSTED
 RJ0962* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0962  ______________________________________________________________________
 RJ0962  GEOID HEIGHT    -        -36.668 (meters)                     GEOID18
 RJ0962  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 RJ0962  HORZ ORDER      -  THIRD
 RJ0962
 RJ0962.The horizontal coordinates were established by classical geodetic methods
 RJ0962.and adjusted by the National Geodetic Survey in February 1997.
 RJ0962
 RJ0962.The orthometric height was scaled from a topographic map.
 RJ0962
 RJ0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0962.GEOID18 height accuracy estimate available here.
 RJ0962
 RJ0962.Click photographs - Photos may exist for this station.
 RJ0962
 RJ0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0962
 RJ0962. The following values were computed from the NAD 83(1994) position.
 RJ0962
 RJ0962;                    North         East     Units Scale Factor Converg.
 RJ0962;SPC MI N     -   185,884.937 8,216,009.592   MT  0.99990565   +2 01 53.8
 RJ0962;SPC MI N     -   609,858.72 26,955,412.05   iFT  0.99990565   +2 01 53.8
 RJ0962;SPC MI C     -   345,046.781 6,013,645.793   MT  1.00024730   +0 07 31.3
 RJ0962;SPC MI C     - 1,132,043.24 19,729,809.03   iFT  1.00024730   +0 07 31.3
 RJ0962;UTM  16      - 5,144,702.149   715,984.624   MT  1.00017346   +2 02 13.2
 RJ0962
 RJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0962!SPC MI N     -   0.99997815  x   0.99990565  =   0.99988381
 RJ0962!SPC MI C     -   0.99997815  x   1.00024730  =   1.00022545
 RJ0962!UTM  16      -   0.99997815  x   1.00017346  =   1.00015161
 RJ0962
 RJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1598444702(NAD 83)
 RJ0962
 RJ0962                          SUPERSEDED SURVEY CONTROL
 RJ0962
 RJ0962  NAD 83(1986)-  46 25 16.80686(N)    084 11 21.13106(W) AD(       ) 3
 RJ0962  NAD 27      -  46 25 16.73000(N)    084 11 21.02000(W) AD(       ) 3
 RJ0962  USSD        -  46 25 17.46000(N)    084 11 20.22000(W) AD(       ) 3
 RJ0962
 RJ0962.Superseded values are not recommended for survey control.
 RJ0962
 RJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0962.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0962
 RJ0962_MARKER: N = NAIL
 RJ0962_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RJ0962_SP_SET: POST
 RJ0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0962
 RJ0962  HISTORY     - Date     Condition        Report By
 RJ0962  HISTORY     - 1878     MONUMENTED       USLS
 RJ0962  HISTORY     - 1958     GOOD             IBC
 RJ0962
 RJ0962                          STATION DESCRIPTION
 RJ0962
 RJ0962'DESCRIBED BY US LAKE SURVEY 1878
 RJ0962'ON WHIPPLE POINT, SUGAR ISLAND, ON THE W SHORE OF S - CENTRAL LAKE
 RJ0962'GEORGE, A MILE SW OF GEM ISLAND.  IT IS 25 FEET FROM THE WATER
 RJ0962'AT A POINT 50 FEET S OF THE POINT AND 3 FEET ABOVE THE WATER.  IT
 RJ0962'IS JUST INSIDE THE TREE LINE.
 RJ0962'
 RJ0962'STATION MARK IS A DRILL HOLE IN A SMALL ROCK UNDERGROUND.  A 3-INCH
 RJ0962'WOODEN POST WITH A NAIL IN THE TOP IS CENTERED OVER THE STATION,
 RJ0962'PROJECTING 18 INCHES ABOVE THE SURFACE IN A CAIRN.
 RJ0962
 RJ0962                          STATION RECOVERY (1958)
 RJ0962
 RJ0962'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0815 ***********************************************************************
 NE0815  DESIGNATION -  51 1/2
 NE0815  PID         -  NE0815
 NE0815  STATE/COUNTY-  MI/OAKLAND
 NE0815  COUNTRY     -  US
 NE0815  USGS QUAD   -  MILFORD (2017)
 NE0815
 NE0815                         *CURRENT SURVEY CONTROL
 NE0815  ______________________________________________________________________
 NE0815* NAD 83(1986) POSITION- 42 31 46.     (N) 083 33 08.     (W)   SCALED
 NE0815* NAVD 88 ORTHO HEIGHT -   282.598 (meters)      927.16  (feet) ADJUSTED
 NE0815  ______________________________________________________________________
 NE0815  GEOID HEIGHT    -        -33.673 (meters)                     GEOID18
 NE0815  DYNAMIC HEIGHT  -        282.516 (meters)      926.89  (feet) COMP
 NE0815  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 NE0815
 NE0815  VERT ORDER      -  SECOND    CLASS 0
 NE0815
 NE0815.The horizontal coordinates were scaled from a map and have
 NE0815.an estimated accuracy of +/- 6 seconds.
 NE0815
 NE0815.The orthometric height was determined by differential leveling and
 NE0815.adjusted by the NATIONAL GEODETIC SURVEY
 NE0815.in June 1991.
 NE0815
 NE0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0815.GEOID18 height accuracy estimate available here.
 NE0815
 NE0815.Click photographs - Photos may exist for this station.
 NE0815
 NE0815.The dynamic height is computed by dividing the NAVD 88
 NE0815.geopotential number by the normal gravity value computed on the
 NE0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0815.degrees latitude (g = 980.6199 gals.).
 NE0815
 NE0815.The modeled gravity was interpolated from observed gravity values.
 NE0815
 NE0815;                    North         East    Units  Estimated Accuracy
 NE0815;SPC MI S     -   114,670.    4,066,910.      MT  (+/- 180 meters Scaled)
 NE0815
 NE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH903117(NAD 83)
 NE0815
 NE0815                          SUPERSEDED SURVEY CONTROL
 NE0815
 NE0815  NGVD 29 (??/??/92)  282.72   (m)          927.6    (f) COMPUTED    2 0
 NE0815
 NE0815.Superseded values are not recommended for survey control.
 NE0815
 NE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0815.See file dsdata.pdf to determine how the superseded data were derived.
 NE0815
 NE0815_MARKER: B = BOLT
 NE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0815_STAMPING: 51-1/2
 NE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0815+STABILITY: SURFACE MOTION
 NE0815
 NE0815  HISTORY     - Date     Condition        Report By
 NE0815  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0815  HISTORY     - 1938     GOOD             CGS
 NE0815  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0815
 NE0815                          STATION DESCRIPTION
 NE0815
 NE0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0815'0.7 MI W FROM WIXOM.
 NE0815'0.7 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0815'STATION AT WIXOM, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST 52,
 NE0815'415 YARDS WEST OF SEMAPHORE 3 LD, 18 FEET NORTH OF THE NORTH
 NE0815'RAIL, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NE0815'BOLT, STAMPED 51-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0815
 NE0815                          STATION RECOVERY (2006)
 NE0815
 NE0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0815'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0756 ***********************************************************************
 NE0756  DESIGNATION -  51 1/2
 NE0756  PID         -  NE0756
 NE0756  STATE/COUNTY-  MI/GENESEE
 NE0756  COUNTRY     -  US
 NE0756  USGS QUAD   -  FENTON (2017)
 NE0756
 NE0756                         *CURRENT SURVEY CONTROL
 NE0756  ______________________________________________________________________
 NE0756* NAD 83(2011) POSITION- 42 48 04.87431(N) 083 42 59.93848(W)   ADJUSTED
 NE0756* NAD 83(2011) ELLIP HT-   241.738 (meters)        (06/27/12)   ADJUSTED
 NE0756* NAD 83(2011) EPOCH   -  2010.00
 NE0756* NAVD 88 ORTHO HEIGHT -   275.497 (meters)      903.86  (feet) ADJUSTED
 NE0756  ______________________________________________________________________
 NE0756  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 NE0756  NAD 83(2011) X  -    512,987.652 (meters)                     COMP
 NE0756  NAD 83(2011) Y  - -4,658,996.176 (meters)                     COMP
 NE0756  NAD 83(2011) Z  -  4,311,500.625 (meters)                     COMP
 NE0756  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 NE0756  DYNAMIC HEIGHT  -        275.420 (meters)      903.61  (feet) COMP
 NE0756  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 NE0756
 NE0756  VERT ORDER      -  SECOND    CLASS 0
 NE0756
 NE0756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0756  Standards:
 NE0756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0756  -------------------------------------------------------------------
 NE0756  NETWORK    0.34   0.84           0.16   0.11   0.43      0.05190680
 NE0756  -------------------------------------------------------------------
 NE0756  Click here for local accuracies and other accuracy information.
 NE0756
 NE0756.The horizontal coordinates were established by GPS observations
 NE0756.and adjusted by the National Geodetic Survey in June 2012.
 NE0756
 NE0756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0756.been affixed to the stable North American tectonic plate. See 
 NE0756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0756
 NE0756.The horizontal coordinates are valid at the epoch date displayed above
 NE0756.which is a decimal equivalence of Year/Month/Day.
 NE0756
 NE0756.The orthometric height was determined by differential leveling and
 NE0756.adjusted by the NATIONAL GEODETIC SURVEY
 NE0756.in June 1991.
 NE0756
 NE0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0756.GEOID18 height accuracy estimate available here.
 NE0756
 NE0756.Click photographs - Photos may exist for this station.
 NE0756
 NE0756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0756
 NE0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0756
 NE0756.The ellipsoidal height was determined by GPS observations
 NE0756.and is referenced to NAD 83.
 NE0756
 NE0756.The dynamic height is computed by dividing the NAVD 88
 NE0756.geopotential number by the normal gravity value computed on the
 NE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0756.degrees latitude (g = 980.6199 gals.).
 NE0756
 NE0756.The modeled gravity was interpolated from observed gravity values.
 NE0756
 NE0756. The following values were computed from the NAD 83(2011) position.
 NE0756
 NE0756;                    North         East     Units Scale Factor Converg.
 NE0756;SPC MI S     -   144,756.100 4,053,168.025   MT  0.99990794   +0 26 32.5
 NE0756;SPC MI S     -   474,921.59 13,297,795.36   iFT  0.99990794   +0 26 32.5
 NE0756;UTM  17      - 4,742,335.661   277,851.871   MT  1.00020717   -1 50 47.8
 NE0756
 NE0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0756!SPC MI S     -   0.99996209  x   0.99990794  =   0.99987003
 NE0756!UTM  17      -   0.99996209  x   1.00020717  =   1.00016925
 NE0756
 NE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7785142335(NAD 83)
 NE0756
 NE0756                          SUPERSEDED SURVEY CONTROL
 NE0756
 NE0756  NAD 83(2007)-  42 48 04.87449(N)    083 42 59.93920(W) AD(2002.00) 1
 NE0756  ELLIP H (09/24/08)  241.746  (m)                       GP(2002.00) 3 1
 NE0756  NAVD 88             275.50   (m)          903.9    (f) LEVELING    3  
 NE0756  NGVD 29 (??/??/92)  275.61   (m)          904.2    (f) COMPUTED    2 0
 NE0756
 NE0756.Superseded values are not recommended for survey control.
 NE0756
 NE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0756.See file dsdata.pdf to determine how the superseded data were derived.
 NE0756
 NE0756_MARKER: B = BOLT
 NE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0756_STAMPING: BM 51 1/2
 NE0756_MARK LOGO: GTWRR
 NE0756_PROJECTION: FLUSH
 NE0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0756+STABILITY: SURFACE MOTION
 NE0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0756+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 NE0756
 NE0756  HISTORY     - Date     Condition        Report By
 NE0756  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0756  HISTORY     - 1934     GOOD             CGS
 NE0756  HISTORY     - 1972     GOOD             ENVENG
 NE0756  HISTORY     - 19980220 GOOD             OHM
 NE0756  HISTORY     - 20030430 GOOD             ROWEIN
 NE0756  HISTORY     - 20070404 GOOD             ROWEIN
 NE0756  HISTORY     - 20070703 GOOD             MIDT
 NE0756
 NE0756                          STATION DESCRIPTION
 NE0756
 NE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0756'0.7 MI NW FROM FENTON.
 NE0756'0.7 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0756'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0756'MILEPOST D 51, 320 YARDS NORTHWEST OF A ROAD CROSSING, 39 YARDS
 NE0756'SOUTHEAST OF A SIGN MARKING THE BEGINNING OF A WEST-BOUND BLOCK,
 NE0756'44 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH
 NE0756'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 51-1/2 AND SET
 NE0756'IN THE TOP OF A CONCRETE POST.
 NE0756
 NE0756                          STATION RECOVERY (1972)
 NE0756
 NE0756'RECOVERY NOTE BY ENVIRONMENTAL ENGINEERING INCO 1972
 NE0756'RECOVERED IN GOOD CONDITION.
 NE0756
 NE0756                          STATION RECOVERY (1998)
 NE0756
 NE0756'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (GC)
 NE0756'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 273 M
 NE0756'(895.7 FT) WEST OF THE CENTER LINE OF BEACH STREET, 16.300 M (53.478
 NE0756'FT) WEST TO PK NAIL IN POWER POLE, 13.500 M (44.291 FT) TO NORTH
 NE0756'TRACK, AND 11.800 M (38.714 FT) SOUTHWEST TO A SIGN - W.  SET WITNESS
 NE0756'POST WITH SURVEY SIGN.
 NE0756
 NE0756                          STATION RECOVERY (2003)
 NE0756
 NE0756'RECOVERY NOTE BY ROWE INCORPORATED 2003 (JJF)
 NE0756'RECOVERED IN GOOD CONDITION.
 NE0756
 NE0756                          STATION RECOVERY (2007)
 NE0756
 NE0756'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0756'THE STATION IS FOUND AS DESCRIBED WITH THE ADDITION OF
 NE0756'3 FEET SOUTH OF NORTH R/W FENCE FOR THE GRW RR AND 13 FEET NORTH OF
 NE0756'CENTER LINE OF GRAVEL DRIVE MARKED BY A 4X5 INCH SIGN APPROXIMATELY 2
 NE0756'FEET HIGH.
 NE0756
 NE0756                          STATION RECOVERY (2007)
 NE0756
 NE0756'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NE0756'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0290 ***********************************************************************
 OK0290  DESIGNATION -  51 1/2
 OK0290  PID         -  OK0290
 OK0290  STATE/COUNTY-  MI/KENT
 OK0290  COUNTRY     -  US
 OK0290  USGS QUAD   -  EVANS (2017)
 OK0290
 OK0290                         *CURRENT SURVEY CONTROL
 OK0290  ______________________________________________________________________
 OK0290* NAD 83(1986) POSITION- 43 11 39.     (N) 085 28 00.     (W)   SCALED
 OK0290* NAVD 88 ORTHO HEIGHT -   275.841 (meters)      904.99  (feet) ADJUSTED
 OK0290  ______________________________________________________________________
 OK0290  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 OK0290  DYNAMIC HEIGHT  -        275.778 (meters)      904.78  (feet) COMP
 OK0290  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 OK0290
 OK0290  VERT ORDER      -  SECOND    CLASS 0
 OK0290
 OK0290.The horizontal coordinates were scaled from a map and have
 OK0290.an estimated accuracy of +/- 6 seconds.
 OK0290
 OK0290.The orthometric height was determined by differential leveling and
 OK0290.adjusted by the NATIONAL GEODETIC SURVEY
 OK0290.in June 1991.
 OK0290
 OK0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0290.GEOID18 height accuracy estimate available here.
 OK0290
 OK0290.Click photographs - Photos may exist for this station.
 OK0290
 OK0290.The dynamic height is computed by dividing the NAVD 88
 OK0290.geopotential number by the normal gravity value computed on the
 OK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0290.degrees latitude (g = 980.6199 gals.).
 OK0290
 OK0290.The modeled gravity was interpolated from observed gravity values.
 OK0290
 OK0290;                    North         East    Units  Estimated Accuracy
 OK0290;SPC MI S     -   188,770.    3,910,600.      MT  (+/- 180 meters Scaled)
 OK0290
 OK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN245835(NAD 83)
 OK0290
 OK0290                          SUPERSEDED SURVEY CONTROL
 OK0290
 OK0290  NGVD 29 (??/??/92)  275.965  (m)          905.40   (f) ADJ UNCH    2 0
 OK0290
 OK0290.Superseded values are not recommended for survey control.
 OK0290
 OK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0290.See file dsdata.pdf to determine how the superseded data were derived.
 OK0290
 OK0290_MARKER: Z = SEE DESCRIPTION
 OK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0290_STAMPING: 51-1/2
 OK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0290+STABILITY: SURFACE MOTION
 OK0290
 OK0290  HISTORY     - Date     Condition        Report By
 OK0290  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0290  HISTORY     - 1934     GOOD             CGS
 OK0290  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0290
 OK0290                          STATION DESCRIPTION
 OK0290
 OK0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0290'1.1 MI E FROM SHEFFIELD.
 OK0290'1.1 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0290'AT SHEFFIELD, ABOUT 27 RAILS EAST OF A ROAD CROSSING, 40 FEET
 OK0290'NORTH OF THE NORTH RAIL, ABOUT 48 YARDS EAST OF AN 18 INCH ELM
 OK0290'TREE AND LEVEL WITH THE TOP OF RAIL.  A BRASS PLUG STAMPED
 OK0290'51-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 OK0290'INCHES ABOVE GROUND.
 OK0290
 OK0290                          STATION RECOVERY (1969)
 OK0290
 OK0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6834 ***********************************************************************
 AA6834  DESIGNATION -  51 254
 AA6834  PID         -  AA6834
 AA6834  STATE/COUNTY-  MI/WAYNE
 AA6834  COUNTRY     -  US
 AA6834  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6834
 AA6834                         *CURRENT SURVEY CONTROL
 AA6834  ______________________________________________________________________
 AA6834* NAD 83(2011) POSITION- 42 24 17.13514(N) 083 01 58.15423(W)   ADJUSTED
 AA6834* NAD 83(2011) ELLIP HT-   155.535 (meters)        (06/27/12)   ADJUSTED
 AA6834* NAD 83(2011) EPOCH   -  2010.00
 AA6834* NAVD 88 ORTHO HEIGHT -   189.9   (meters)      623.    (feet) GPS OBS
 AA6834  ______________________________________________________________________
 AA6834  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6834  GEOID HEIGHT    -         -34.42 (meters)                     GEOID93
 AA6834  GEOID HEIGHT    -        -34.491 (meters)                     GEOID18
 AA6834  NAD 83(2011) X  -    572,165.061 (meters)                     COMP
 AA6834  NAD 83(2011) Y  - -4,682,081.585 (meters)                     COMP
 AA6834  NAD 83(2011) Z  -  4,279,013.667 (meters)                     COMP
 AA6834  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 AA6834
 AA6834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6834  Standards:
 AA6834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6834  -------------------------------------------------------------------
 AA6834  NETWORK    1.12   1.14           0.52   0.37   0.58     -0.08406643
 AA6834  -------------------------------------------------------------------
 AA6834  Click here for local accuracies and other accuracy information.
 AA6834
 AA6834.The horizontal coordinates were established by GPS observations
 AA6834.and adjusted by the National Geodetic Survey in June 2012.
 AA6834
 AA6834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6834.been affixed to the stable North American tectonic plate. See 
 AA6834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6834
 AA6834.The horizontal coordinates are valid at the epoch date displayed above
 AA6834.which is a decimal equivalence of Year/Month/Day.
 AA6834
 AA6834.The orthometric height was determined by GPS observations and a
 AA6834.high-resolution geoid model.
 AA6834
 AA6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6834.GEOID18 height accuracy estimate available here.
 AA6834
 AA6834.Click photographs - Photos may exist for this station.
 AA6834
 AA6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6834
 AA6834.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6834
 AA6834.The ellipsoidal height was determined by GPS observations
 AA6834.and is referenced to NAD 83.
 AA6834
 AA6834. The following values were computed from the NAD 83(2011) position.
 AA6834
 AA6834;                    North         East     Units Scale Factor Converg.
 AA6834;SPC MI S     -   101,368.422 4,109,796.082   MT  0.99994179   +0 54 27.8
 AA6834;SPC MI S     -   332,573.56 13,483,582.95   iFT  0.99994179   +0 54 27.8
 AA6834;UTM  17      - 4,696,719.509   332,714.499   MT  0.99994432   -1 22 16.2
 AA6834
 AA6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6834!SPC MI S     -   0.99997561  x   0.99994179  =   0.99991740
 AA6834!UTM  17      -   0.99997561  x   0.99994432  =   0.99991993
 AA6834
 AA6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3271496719(NAD 83)
 AA6834
 AA6834                          SUPERSEDED SURVEY CONTROL
 AA6834
 AA6834  NAD 83(2007)-  42 24 17.13527(N)    083 01 58.15532(W) AD(2002.00) 0
 AA6834  ELLIP H (02/10/07)  155.526  (m)                       GP(2002.00)    
 AA6834  ELLIP H (07/12/02)  155.569  (m)                       GP(       ) 4 1
 AA6834  NAD 83(1994)-  42 24 17.13527(N)    083 01 58.15495(W) AD(       ) 1
 AA6834  ELLIP H (02/03/97)  155.604  (m)                       GP(       ) 4 1
 AA6834  NAD 83(1986)-  42 24 17.13971(N)    083 01 58.18680(W) AD(       ) 1
 AA6834
 AA6834.Superseded values are not recommended for survey control.
 AA6834
 AA6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6834.See file dsdata.pdf to determine how the superseded data were derived.
 AA6834
 AA6834_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6834_STAMPING: 51-254 1960
 AA6834_MARK LOGO: MI-163
 AA6834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6834+STABILITY: SURFACE MOTION
 AA6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6834+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6834
 AA6834  HISTORY     - Date     Condition        Report By
 AA6834  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6834  HISTORY     - 20011212 GOOD             INDIV
 AA6834  HISTORY     - 20031125 GOOD             INDIV
 AA6834  HISTORY     - 20051216 GOOD             INDIV
 AA6834
 AA6834                          STATION DESCRIPTION
 AA6834
 AA6834'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6834'STATION IS LOCATED ON THE WEST SIDE OF THE DETROIT CITY AIRPORT ON
 AA6834'LYNCH STREET. TO REACH FROM THE INTERSECTION OF INTERSTATE I-94 AND
 AA6834'M-53 (VAN DYKE) PROCEED NORTH 1.5 MILESON VAN DYKE TO LYNCH STREET,
 AA6834'THENCE GO WEST 0.45 MILESON LYNCH TO THE STATION ON THE LEFT. THE
 AA6834'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6834'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND
 AA6834'SET FLUSH WITH THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE
 AA6834'OF A SIDEWALK.  CENTERLINE OF LYNCH ROAD IS N 0 E, 31 FEET,  A POLE IS
 AA6834'N 90 E, 47.3 FEET.
 AA6834
 AA6834                          STATION RECOVERY (2001)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
 AA6834
 AA6834                          STATION RECOVERY (2003)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
 AA6834
 AA6834                          STATION RECOVERY (2005)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0430 ***********************************************************************
 NE0430  DESIGNATION -  51 A
 NE0430  PID         -  NE0430
 NE0430  STATE/COUNTY-  MI/OAKLAND
 NE0430  COUNTRY     -  US
 NE0430  USGS QUAD   -  ROMEO (2017)
 NE0430
 NE0430                         *CURRENT SURVEY CONTROL
 NE0430  ______________________________________________________________________
 NE0430* NAD 83(1986) POSITION- 42 48 03.     (N) 083 05 42.     (W)   SCALED
 NE0430* NAVD 88 ORTHO HEIGHT -   275.208 (meters)      902.91  (feet) ADJUSTED
 NE0430  ______________________________________________________________________
 NE0430  GEOID HEIGHT    -        -34.902 (meters)                     GEOID18
 NE0430  DYNAMIC HEIGHT  -        275.122 (meters)      902.63  (feet) COMP
 NE0430  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 NE0430
 NE0430  VERT ORDER      -  SECOND    CLASS 0
 NE0430
 NE0430.The horizontal coordinates were scaled from a map and have
 NE0430.an estimated accuracy of +/- 6 seconds.
 NE0430
 NE0430.The orthometric height was determined by differential leveling and
 NE0430.adjusted by the NATIONAL GEODETIC SURVEY
 NE0430.in June 1991.
 NE0430
 NE0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0430.GEOID18 height accuracy estimate available here.
 NE0430
 NE0430.Click photographs - Photos may exist for this station.
 NE0430
 NE0430.The dynamic height is computed by dividing the NAVD 88
 NE0430.geopotential number by the normal gravity value computed on the
 NE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0430.degrees latitude (g = 980.6199 gals.).
 NE0430
 NE0430.The modeled gravity was interpolated from observed gravity values.
 NE0430
 NE0430;                    North         East    Units  Estimated Accuracy
 NE0430;SPC MI S     -   145,280.    4,104,010.      MT  (+/- 180 meters Scaled)
 NE0430
 NE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH286408(NAD 83)
 NE0430
 NE0430                          SUPERSEDED SURVEY CONTROL
 NE0430
 NE0430  NGVD 29 (??/??/92)  275.333  (m)          903.32   (f) ADJ UNCH    2 0
 NE0430
 NE0430.Superseded values are not recommended for survey control.
 NE0430
 NE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0430.See file dsdata.pdf to determine how the superseded data were derived.
 NE0430
 NE0430_MARKER: DD = SURVEY DISK
 NE0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0430_MARK LOGO: CGS+SS
 NE0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0430
 NE0430  HISTORY     - Date     Condition        Report By
 NE0430  HISTORY     - 1934     MONUMENTED       MIGS
 NE0430  HISTORY     - 1940     GOOD             CGS
 NE0430  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0430
 NE0430                          STATION DESCRIPTION
 NE0430
 NE0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0430'4.4 MI W FROM ROMEO.
 NE0430'4.4 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0430'ROMEO, MACOMB COUNTY, 19 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 NE0430'OF THE L.H. BATES TWO-STORY WHITE FARMHOUSE, 23.2 FEET NORTH OF
 NE0430'THE CENTERLINE OF THE ROAD, 15.3 FEET WEST OF A POWER-TRANSMISSION
 NE0430'LINE POLE WITH TRANSFORMERS, 2.1 FEET SOUTH OF A WIRE FENCE,
 NE0430'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0430'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0430
 NE0430                          STATION RECOVERY (1988)
 NE0430
 NE0430'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0432 ***********************************************************************
 NE0432  DESIGNATION -  51 D
 NE0432  PID         -  NE0432
 NE0432  STATE/COUNTY-  MI/MACOMB
 NE0432  COUNTRY     -  US
 NE0432  USGS QUAD   -  ROMEO (2017)
 NE0432
 NE0432                         *CURRENT SURVEY CONTROL
 NE0432  ______________________________________________________________________
 NE0432* NAD 83(1986) POSITION- 42 48 08.     (N) 083 02 02.     (W)   SCALED
 NE0432* NAVD 88 ORTHO HEIGHT -   283.853 (meters)      931.27  (feet) ADJUSTED
 NE0432  ______________________________________________________________________
 NE0432  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 NE0432  DYNAMIC HEIGHT  -        283.764 (meters)      930.98  (feet) COMP
 NE0432  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 NE0432
 NE0432  VERT ORDER      -  SECOND    CLASS 0
 NE0432
 NE0432.The horizontal coordinates were scaled from a map and have
 NE0432.an estimated accuracy of +/- 6 seconds.
 NE0432
 NE0432.The orthometric height was determined by differential leveling and
 NE0432.adjusted by the NATIONAL GEODETIC SURVEY
 NE0432.in June 1991.
 NE0432
 NE0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0432.GEOID18 height accuracy estimate available here.
 NE0432
 NE0432.Click photographs - Photos may exist for this station.
 NE0432
 NE0432.The dynamic height is computed by dividing the NAVD 88
 NE0432.geopotential number by the normal gravity value computed on the
 NE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0432.degrees latitude (g = 980.6199 gals.).
 NE0432
 NE0432.The modeled gravity was interpolated from observed gravity values.
 NE0432
 NE0432;                    North         East    Units  Estimated Accuracy
 NE0432;SPC MI S     -   145,510.    4,109,010.      MT  (+/- 180 meters Scaled)
 NE0432
 NE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH336408(NAD 83)
 NE0432
 NE0432                          SUPERSEDED SURVEY CONTROL
 NE0432
 NE0432  NGVD 29 (??/??/92)  283.976  (m)          931.68   (f) ADJ UNCH    2 0
 NE0432
 NE0432.Superseded values are not recommended for survey control.
 NE0432
 NE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0432.See file dsdata.pdf to determine how the superseded data were derived.
 NE0432
 NE0432_MARKER: DD = SURVEY DISK
 NE0432_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0432_MARK LOGO: CGS+SS
 NE0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0432
 NE0432  HISTORY     - Date     Condition        Report By
 NE0432  HISTORY     - 1934     MONUMENTED       MIGS
 NE0432  HISTORY     - 1940     GOOD             CGS
 NE0432  HISTORY     - 20020503 MARK NOT FOUND   INDIV
 NE0432
 NE0432                          STATION DESCRIPTION
 NE0432
 NE0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0432'1.6 MI W FROM ROMEO.
 NE0432'1.6 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0432'ROMEO, MACOMB COUNTY, 305 YARDS WEST OF THE WEST END OF THE
 NE0432'STOREHOUSE OF THE HILLCREST ORCHARDS, IN LINE WITH A ROW OF
 NE0432'MAPLE TREES OF THE MOUNTAIN VIEW ORCHARD, 18 YARDS EAST OF THE
 NE0432'CENTERLINE OF A WAGON ROAD, 26.8 FEET NORTH OF THE CENTERLINE
 NE0432'OF ROMEO ROAD, 27 YARDS NORTHEAST OF A POLE, AND 1.6 FEET HIGHER
 NE0432'THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0432'CONCRETE POST.
 NE0432
 NE0432                          STATION RECOVERY (2002)
 NE0432
 NE0432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRS)
 NE0432'NEW SIDEWALKS AND BUILDING OVER POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0433 ***********************************************************************
 NE0433  DESIGNATION -  51 E
 NE0433  PID         -  NE0433
 NE0433  STATE/COUNTY-  MI/MACOMB
 NE0433  COUNTRY     -  US
 NE0433  USGS QUAD   -  ROMEO (2017)
 NE0433
 NE0433                         *CURRENT SURVEY CONTROL
 NE0433  ______________________________________________________________________
 NE0433* NAD 83(1986) POSITION- 42 48 08.     (N) 083 01 32.     (W)   SCALED
 NE0433* NAVD 88 ORTHO HEIGHT -   276.386 (meters)      906.78  (feet) ADJUSTED
 NE0433  ______________________________________________________________________
 NE0433  GEOID HEIGHT    -        -34.972 (meters)                     GEOID18
 NE0433  DYNAMIC HEIGHT  -        276.300 (meters)      906.49  (feet) COMP
 NE0433  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 NE0433
 NE0433  VERT ORDER      -  SECOND    CLASS 0
 NE0433
 NE0433.The horizontal coordinates were scaled from a map and have
 NE0433.an estimated accuracy of +/- 6 seconds.
 NE0433
 NE0433.The orthometric height was determined by differential leveling and
 NE0433.adjusted by the NATIONAL GEODETIC SURVEY
 NE0433.in June 1991.
 NE0433
 NE0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0433.GEOID18 height accuracy estimate available here.
 NE0433
 NE0433.Click photographs - Photos may exist for this station.
 NE0433
 NE0433.The dynamic height is computed by dividing the NAVD 88
 NE0433.geopotential number by the normal gravity value computed on the
 NE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0433.degrees latitude (g = 980.6199 gals.).
 NE0433
 NE0433.The modeled gravity was interpolated from observed gravity values.
 NE0433
 NE0433;                    North         East    Units  Estimated Accuracy
 NE0433;SPC MI S     -   145,520.    4,109,690.      MT  (+/- 180 meters Scaled)
 NE0433
 NE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH343408(NAD 83)
 NE0433
 NE0433                          SUPERSEDED SURVEY CONTROL
 NE0433
 NE0433  NGVD 29 (??/??/92)  276.510  (m)          907.18   (f) ADJ UNCH    2 0
 NE0433
 NE0433.Superseded values are not recommended for survey control.
 NE0433
 NE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0433.See file dsdata.pdf to determine how the superseded data were derived.
 NE0433
 NE0433_MARKER: DD = SURVEY DISK
 NE0433_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0433_MARK LOGO: CGS+SS
 NE0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0433
 NE0433  HISTORY     - Date     Condition        Report By
 NE0433  HISTORY     - 1934     MONUMENTED       MIGS
 NE0433  HISTORY     - 1940     GOOD             CGS
 NE0433  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0433  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0433
 NE0433                          STATION DESCRIPTION
 NE0433
 NE0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0433'0.7 MI W FROM ROMEO.
 NE0433'0.7 MILE WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0433'ROMEO, MACOMB COUNTY, 67 YARDS WEST OF THE NORTH CENTER OF THE
 NE0433'VILLAGE STEEL WATER STANDPIPE, 24.6 FEET SOUTH OF THE CENTERLINE
 NE0433'OF THE ROAD, 14.3 FEET EAST OF A POLE, AND 1 FOOT HIGHER THAN
 NE0433'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0433'CONCRETE POST.
 NE0433
 NE0433                          STATION RECOVERY (1988)
 NE0433
 NE0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0433'MARK NOT FOUND.
 NE0433
 NE0433                          STATION RECOVERY (1999)
 NE0433
 NE0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0754 ***********************************************************************
 NE0754  DESIGNATION -  52 1/2
 NE0754  PID         -  NE0754
 NE0754  STATE/COUNTY-  MI/GENESEE
 NE0754  COUNTRY     -  US
 NE0754  USGS QUAD   -  FENTON (2017)
 NE0754
 NE0754                         *CURRENT SURVEY CONTROL
 NE0754  ______________________________________________________________________
 NE0754* NAD 83(1986) POSITION- 42 48 23.     (N) 083 44 08.     (W)   SCALED
 NE0754* NAVD 88 ORTHO HEIGHT -   273.387 (meters)      896.94  (feet) ADJUSTED
 NE0754  ______________________________________________________________________
 NE0754  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 NE0754  DYNAMIC HEIGHT  -        273.312 (meters)      896.69  (feet) COMP
 NE0754  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 NE0754
 NE0754  VERT ORDER      -  SECOND    CLASS 0
 NE0754
 NE0754.The horizontal coordinates were scaled from a map and have
 NE0754.an estimated accuracy of +/- 6 seconds.
 NE0754
 NE0754.The orthometric height was determined by differential leveling and
 NE0754.adjusted by the NATIONAL GEODETIC SURVEY
 NE0754.in June 1991.
 NE0754
 NE0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0754.GEOID18 height accuracy estimate available here.
 NE0754
 NE0754.Click photographs - Photos may exist for this station.
 NE0754
 NE0754.The dynamic height is computed by dividing the NAVD 88
 NE0754.geopotential number by the normal gravity value computed on the
 NE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0754.degrees latitude (g = 980.6199 gals.).
 NE0754
 NE0754.The modeled gravity was interpolated from observed gravity values.
 NE0754
 NE0754;                    North         East    Units  Estimated Accuracy
 NE0754;SPC MI S     -   145,300.    4,051,620.      MT  (+/- 180 meters Scaled)
 NE0754
 NE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH763429(NAD 83)
 NE0754
 NE0754                          SUPERSEDED SURVEY CONTROL
 NE0754
 NE0754  NGVD 29 (??/??/92)  273.502  (m)          897.31   (f) ADJ UNCH    2 0
 NE0754
 NE0754.Superseded values are not recommended for survey control.
 NE0754
 NE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0754.See file dsdata.pdf to determine how the superseded data were derived.
 NE0754
 NE0754_MARKER: B = BOLT
 NE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0754_STAMPING: 52-1/2
 NE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0754+STABILITY: SURFACE MOTION
 NE0754
 NE0754  HISTORY     - Date     Condition        Report By
 NE0754  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0754  HISTORY     - 1934     GOOD             CGS
 NE0754  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0754  HISTORY     - 20070404 MARK NOT FOUND   ROWEIN
 NE0754
 NE0754                          STATION DESCRIPTION
 NE0754
 NE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0754'1.7 MI NW FROM FENTON.
 NE0754'1.7 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0754'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0754'MILEPOST D 52, 0.4 MILE NORTHWEST OF THE CROSSING OF THE ROAD
 NE0754'LEADING TO TORREY, 145 YARDS NORTHWEST OF A SIDING SWITCH, 50
 NE0754'FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF THE
 NE0754'RIGHT-OF-WAY FENCE, AND 5 FEET HIGHER THAN THE TRACK.  A COPPER
 NE0754'BOLT, STAMPED 52-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0754
 NE0754                          STATION RECOVERY (1967)
 NE0754
 NE0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0754'MARK NOT FOUND.
 NE0754
 NE0754                          STATION RECOVERY (2007)
 NE0754
 NE0754'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0754'COULDN'T LOCATE STATION, ONLY A SMALL AREA FITS CALL OUT FOR 5 FEET
 NE0754'HIGHER THAN TRACKS AND APPEARS UNDISTURBED. THE DATA SHEET CALLS FOR A
 NE0754'SIDING, WHICH DOESN'T EXIST TODAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0288 ***********************************************************************
 OK0288  DESIGNATION -  52 1/2
 OK0288  PID         -  OK0288
 OK0288  STATE/COUNTY-  MI/KENT
 OK0288  COUNTRY     -  US
 OK0288  USGS QUAD   -  EVANS (2017)
 OK0288
 OK0288                         *CURRENT SURVEY CONTROL
 OK0288  ______________________________________________________________________
 OK0288* NAD 83(1986) POSITION- 43 11 38.     (N) 085 29 12.     (W)   SCALED
 OK0288* NAVD 88 ORTHO HEIGHT -   274.615 (meters)      900.97  (feet) ADJUSTED
 OK0288  ______________________________________________________________________
 OK0288  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 OK0288  DYNAMIC HEIGHT  -        274.552 (meters)      900.76  (feet) COMP
 OK0288  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 OK0288
 OK0288  VERT ORDER      -  SECOND    CLASS 0
 OK0288
 OK0288.The horizontal coordinates were scaled from a map and have
 OK0288.an estimated accuracy of +/- 6 seconds.
 OK0288
 OK0288.The orthometric height was determined by differential leveling and
 OK0288.adjusted by the NATIONAL GEODETIC SURVEY
 OK0288.in June 1991.
 OK0288
 OK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0288.GEOID18 height accuracy estimate available here.
 OK0288
 OK0288.Click photographs - Photos may exist for this station.
 OK0288
 OK0288.The dynamic height is computed by dividing the NAVD 88
 OK0288.geopotential number by the normal gravity value computed on the
 OK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0288.degrees latitude (g = 980.6199 gals.).
 OK0288
 OK0288.The modeled gravity was interpolated from observed gravity values.
 OK0288
 OK0288;                    North         East    Units  Estimated Accuracy
 OK0288;SPC MI S     -   188,760.    3,908,970.      MT  (+/- 180 meters Scaled)
 OK0288
 OK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN229834(NAD 83)
 OK0288
 OK0288                          SUPERSEDED SURVEY CONTROL
 OK0288
 OK0288  NGVD 29 (??/??/92)  274.739  (m)          901.37   (f) ADJ UNCH    2 0
 OK0288
 OK0288.Superseded values are not recommended for survey control.
 OK0288
 OK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0288.See file dsdata.pdf to determine how the superseded data were derived.
 OK0288
 OK0288_MARKER: Z = SEE DESCRIPTION
 OK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0288_STAMPING: 52-1/2
 OK0288_PROJECTION: PROJECTING 15 CENTIMETERS
 OK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0288+STABILITY: SURFACE MOTION
 OK0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0288+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 OK0288
 OK0288  HISTORY     - Date     Condition        Report By
 OK0288  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0288  HISTORY     - 1934     GOOD             CGS
 OK0288  HISTORY     - 20200612 GOOD             MIDT
 OK0288
 OK0288                          STATION DESCRIPTION
 OK0288
 OK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0288'0.2 MI E FROM SHEFFIELD.
 OK0288'0.2 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0288'AT SHEFFIELD, 360 YARDS EAST OF A ROAD CROSSING, 18 FEET NORTH
 OK0288'OF THE NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 OK0288'A BRASS PLUG STAMPED 52-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0288'POST.
 OK0288
 OK0288                          STATION RECOVERY (2020)
 OK0288
 OK0288'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0288'IN A PASTURE ON THE PROPERTY OF MAPLE SIDE FARM ON MYERS LAKE AVENUE,
 OK0288'17 FT (5.2 M) NORTH OF AN ELECTRIC FENCE, 127.5 FT (38.9 M) WEST OF A
 OK0288'SET PROPERTY CORNER NED 28492, 120 FT (36.6 M) NORTH WEST OF A GREEN
 OK0288'GATE AND 99 FT (30.2 M) NORTHEAST OF A CORNER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0753 ***********************************************************************
 NE0753  DESIGNATION -  53 1/2
 NE0753  PID         -  NE0753
 NE0753  STATE/COUNTY-  MI/GENESEE
 NE0753  COUNTRY     -  US
 NE0753  USGS QUAD   -  LINDEN (2017)
 NE0753
 NE0753                         *CURRENT SURVEY CONTROL
 NE0753  ______________________________________________________________________
 NE0753* NAD 83(1986) POSITION- 42 48 43.     (N) 083 45 06.     (W)   SCALED
 NE0753* NAVD 88 ORTHO HEIGHT -   271.832 (meters)      891.84  (feet) ADJUSTED
 NE0753  ______________________________________________________________________
 NE0753  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 NE0753  DYNAMIC HEIGHT  -        271.758 (meters)      891.59  (feet) COMP
 NE0753  MODELED GRAVITY -    980,342.2   (mgal)                       NAVD 88
 NE0753
 NE0753  VERT ORDER      -  SECOND    CLASS 0
 NE0753
 NE0753.The horizontal coordinates were scaled from a map and have
 NE0753.an estimated accuracy of +/- 6 seconds.
 NE0753
 NE0753.The orthometric height was determined by differential leveling and
 NE0753.adjusted by the NATIONAL GEODETIC SURVEY
 NE0753.in June 1991.
 NE0753
 NE0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0753.GEOID18 height accuracy estimate available here.
 NE0753
 NE0753.Click photographs - Photos may exist for this station.
 NE0753
 NE0753.The dynamic height is computed by dividing the NAVD 88
 NE0753.geopotential number by the normal gravity value computed on the
 NE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0753.degrees latitude (g = 980.6199 gals.).
 NE0753
 NE0753.The modeled gravity was interpolated from observed gravity values.
 NE0753
 NE0753;                    North         East    Units  Estimated Accuracy
 NE0753;SPC MI S     -   145,910.    4,050,300.      MT  (+/- 180 meters Scaled)
 NE0753
 NE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH750436(NAD 83)
 NE0753
 NE0753                          SUPERSEDED SURVEY CONTROL
 NE0753
 NE0753  NGVD 29 (??/??/92)  271.948  (m)          892.22   (f) ADJ UNCH    2 0
 NE0753
 NE0753.Superseded values are not recommended for survey control.
 NE0753
 NE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0753.See file dsdata.pdf to determine how the superseded data were derived.
 NE0753
 NE0753_MARKER: B = BOLT
 NE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0753_STAMPING: 53-1/2
 NE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0753+STABILITY: SURFACE MOTION
 NE0753
 NE0753  HISTORY     - Date     Condition        Report By
 NE0753  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0753  HISTORY     - 1934     GOOD             CGS
 NE0753  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0753  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0753
 NE0753                          STATION DESCRIPTION
 NE0753
 NE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0753'2.7 MI NW FROM FENTON.
 NE0753'2.7 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0753'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0753'MILEPOST D 53, 420 YARDS NORTHWEST OF A ROAD LEADING TO THE
 NE0753'AETNA PORTLAND CEMENT COMPANY, 30 YARDS SOUTHEAST OF SEMAPHORE
 NE0753'53.4, 44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NE0753'TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A COPPER BOLT,
 NE0753'STAMPED 53-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0753
 NE0753                          STATION RECOVERY (1967)
 NE0753
 NE0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0753'MARK NOT FOUND.
 NE0753
 NE0753                          STATION RECOVERY (2007)
 NE0753
 NE0753'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0753'THE AREA IS A LOW GRASSY AREA THAT COULD HAVE BEEN PLANTED AT SOME
 NE0753'TIME. THE FENCE IS DOWN OR GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1293 ***********************************************************************
 RJ1293  DESIGNATION -  53 C6M 124
 RJ1293  PID         -  RJ1293
 RJ1293  STATE/COUNTY-  MI/CHIPPEWA
 RJ1293  COUNTRY     -  US
 RJ1293  USGS QUAD   -  OAK RIDGE (2017)
 RJ1293
 RJ1293                         *CURRENT SURVEY CONTROL
 RJ1293  ______________________________________________________________________
 RJ1293* NAD 83(1994) POSITION- 46 19 24.68651(N) 084 07 59.62437(W)   ADJUSTED
 RJ1293* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON3
 RJ1293  ______________________________________________________________________
 RJ1293  GEOID HEIGHT    -        -36.604 (meters)                     GEOID18
 RJ1293  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 RJ1293  HORZ ORDER      -  SECOND
 RJ1293
 RJ1293.The horizontal coordinates were established by classical geodetic methods
 RJ1293.and adjusted by the National Geodetic Survey in February 1997.
 RJ1293
 RJ1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1293
 RJ1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1293.GEOID18 height accuracy estimate available here.
 RJ1293
 RJ1293.Click photographs - Photos may exist for this station.
 RJ1293
 RJ1293.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1293
 RJ1293. The following values were computed from the NAD 83(1994) position.
 RJ1293
 RJ1293;                    North         East     Units Scale Factor Converg.
 RJ1293;SPC MI N     -   175,174.309 8,220,702.191   MT  0.99990306   +2 04 19.5
 RJ1293;SPC MI N     -   574,718.86 26,970,807.71   iFT  0.99990306   +2 04 19.5
 RJ1293;UTM  16      - 5,133,988.811   720,679.253   MT  1.00019867   +2 04 27.2
 RJ1293
 RJ1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1293!SPC MI N     -   0.99997784  x   0.99990306  =   0.99988090
 RJ1293!UTM  16      -   0.99997784  x   1.00019867  =   1.00017651
 RJ1293
 RJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2067933988(NAD 83)
 RJ1293
 RJ1293                          SUPERSEDED SURVEY CONTROL
 RJ1293
 RJ1293  NAD 83(1986)-  46 19 24.67895(N)    084 07 59.62021(W) AD(       ) 2
 RJ1293  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1293
 RJ1293.Superseded values are not recommended for survey control.
 RJ1293
 RJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1293.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1293
 RJ1293_MARKER: DD = SURVEY DISK
 RJ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1293_STAMPING: ST MARYS RIVER
 RJ1293_MARK LOGO: USACE
 RJ1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1293+STABILITY: SURFACE MOTION
 RJ1293
 RJ1293  HISTORY     - Date     Condition        Report By
 RJ1293  HISTORY     - 1987     MONUMENTED       USACE
 RJ1293  HISTORY     - 1988     GOOD             USACE
 RJ1293
 RJ1293                          STATION DESCRIPTION
 RJ1293
 RJ1293'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1987
 RJ1293'THE STATION IS LOCATED NEAR THE SOUTHERN MOST POINT OF SUGAR
 RJ1293'ISLAND ALONG THE NORTH SHORELINE OF THE MIDDLE NEEBISH CHANNEL
 RJ1293'JUST EAST FROM THE MIDDLE NEEBISH CHANNEL LIGHT NUMBER 50
 RJ1293'APPROXIMATELY ONE HALF MILE WEST FROM HARWOOD POINT ON THE SOUTH
 RJ1293'POINT OF SUGAR ISLAND ALONG THE ST MARYS RIVER.
 RJ1293'
 RJ1293'TO REACH THE STATION FROM SAULT STE MARIE MICHIGAN AT THE FERRY
 RJ1293'CROSSING TO SUGAR ISLAND GO BY BOAT SOUTHEASTERLY FIRST FOLLOWING
 RJ1293'THE MAIN CHANNEL THEN GOING SOUTHEASTERLY INTO THE MIDDLE NEEBISH
 RJ1293'CHANNEL FOR APPROXIMATELY 14.5 NAUTICAL MILES TO THE SOUTHERLY END
 RJ1293'OF SUGAR AND THE AREA OF THE STATION NEAR THE SHORELINE.
 RJ1293'
 RJ1293'THE STATION IS A BRONZE DISK SET INTO A ROUND CONCRETE MONUMENT
 RJ1293'FLUSH WITH THE EXISTING GROUND.  THE DISK IS STAMPED---ST MARYS
 RJ1293'RIVER---.  THE STATION IS COVERED BY A USE TRIPOD WITH A LARGE
 RJ1293'WHITE TRIANGLE.  THERE ARE LARGE ROCKS AT THE SHORELINE AND OUT
 RJ1293'INTO THE WATER SO BOATERS SHOULD BEWARE.
 RJ1293'
 RJ1293'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1293'
 RJ1293'DESCRIBED BY R DECROIX.
 RJ1293
 RJ1293                          STATION RECOVERY (1988)
 RJ1293
 RJ1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1293'THE STATION IS LOCATED ABOUT 25.3 KM (15.7 MI) SOUTHEAST OF SAULT STE
 RJ1293'MARIE, 37.5 KM (23.3 MI) EAST-NORTHEAST OF RUDYARD AND 40.9 KM (25.4
 RJ1293'MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 1, SEC 2, T45N-R2E.
 RJ1293'OWNERSHIP---STATE OF MICHIGAN
 RJ1293'
 RJ1293'TO REACH STATION FROM THE POST OFFICE IN BARBEAU
 RJ1293'MI, TRAVEL
 RJ1293'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1293'AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO BRIDGE
 RJ1293'CROSSING THE CHARLOTTE RIVER, TURN RIGHT AT NORTH END OF BRIDGE
 RJ1293'ONTO A GRAVEL ROAD AND FOLLOW TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ1293'UPRIVER FOR 70 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE NORTH
 RJ1293'SHORE OF CHANNEL AND THE STATION LOCATED ON A SMALL POINT OF LAND.
 RJ1293'
 RJ1293'THE STATION IS A STANDARD COE DISK LOCATED UNDER A LARGE
 RJ1293'TRIPOD WITH WHITE BOARDS
 RJ1293'13.7 METERS (45 FT) FROM EDGE OF WATER.
 RJ1293'
 RJ1293'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0091 ***********************************************************************
 RK0091  DESIGNATION -  53 WR
 RK0091  PID         -  RK0091
 RK0091  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0091  COUNTRY     -  US
 RK0091  USGS QUAD   -  CUSINO (2017)
 RK0091
 RK0091                         *CURRENT SURVEY CONTROL
 RK0091  ______________________________________________________________________
 RK0091* NAD 83(1986) POSITION- 46 28 41.     (N) 086 19 14.     (W)   SCALED
 RK0091* NAVD 88 ORTHO HEIGHT -   275.179 (meters)      902.82  (feet) ADJUSTED
 RK0091  ______________________________________________________________________
 RK0091  GEOID HEIGHT    -        -35.352 (meters)                     GEOID18
 RK0091  DYNAMIC HEIGHT  -        275.196 (meters)      902.87  (feet) COMP
 RK0091  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RK0091
 RK0091  VERT ORDER      -  SECOND    CLASS 0
 RK0091
 RK0091.The horizontal coordinates were scaled from a map and have
 RK0091.an estimated accuracy of +/- 6 seconds.
 RK0091
 RK0091.The orthometric height was determined by differential leveling and
 RK0091.adjusted by the NATIONAL GEODETIC SURVEY
 RK0091.in June 1991.
 RK0091
 RK0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0091.GEOID18 height accuracy estimate available here.
 RK0091
 RK0091.Click photographs - Photos may exist for this station.
 RK0091
 RK0091.The dynamic height is computed by dividing the NAVD 88
 RK0091.geopotential number by the normal gravity value computed on the
 RK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0091.degrees latitude (g = 980.6199 gals.).
 RK0091
 RK0091.The modeled gravity was interpolated from observed gravity values.
 RK0091
 RK0091;                    North         East    Units  Estimated Accuracy
 RK0091;SPC MI N     -   188,580.    8,052,170.      MT  (+/- 180 meters Scaled)
 RK0091
 RK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES521473(NAD 83)
 RK0091
 RK0091                          SUPERSEDED SURVEY CONTROL
 RK0091
 RK0091  NGVD 29 (??/??/92)  275.136  (m)          902.68   (f) ADJ UNCH    2 0
 RK0091
 RK0091.Superseded values are not recommended for survey control.
 RK0091
 RK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0091.See file dsdata.pdf to determine how the superseded data were derived.
 RK0091
 RK0091_MARKER: DB = BENCH MARK DISK
 RK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0091_STAMPING: 903 53 WR 1954
 RK0091_MARK LOGO: USGS
 RK0091_PROJECTION: PROJECTING 9 CENTIMETERS
 RK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0091+STABILITY: SURFACE MOTION
 RK0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0091+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2021
 RK0091
 RK0091  HISTORY     - Date     Condition        Report By
 RK0091  HISTORY     - 1954     MONUMENTED       USGS
 RK0091  HISTORY     - 1964     GOOD             CGS
 RK0091  HISTORY     - 20210620 GOOD             TRIMEE
 RK0091
 RK0091                          STATION DESCRIPTION
 RK0091
 RK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0091'13 MI N FROM CREIGHTON.
 RK0091'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0091'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 12.9
 RK0091'MILES NORTH ALONG A SAND ROAD, IN S 9, T 47 N, R 16 W, ABOUT 0.1
 RK0091'MILE SOUTHWEST OF THE JUNCTION OF THE ROAD TO GRAND MARAIS AND A
 RK0091'ROAD LEADING EAST TO SENEY AND ROSS AND CUSINO LAKES, 66 FEET WEST
 RK0091'OF THE CENTER OF THE JUNCTION OF A SAND ROAD LEADING SOUTH TO
 RK0091'WORCHESTER LAKE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RK0091'15 1/2 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 1.1 FEET SOUTHEAST
 RK0091'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 RK0091'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RK0091
 RK0091                          STATION RECOVERY (2021)
 RK0091
 RK0091'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2021 (GWC)
 RK0091'MARK FOUND AS DESCRIBED AND IS NOW 0.30 FT (9 CM) BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4096 ***********************************************************************
 DL4096  DESIGNATION -  5300
 DL4096  PID         -  DL4096
 DL4096  STATE/COUNTY-  MI/LENAWEE
 DL4096  COUNTRY     -  US
 DL4096  USGS QUAD   -  HUDSON (2017)
 DL4096
 DL4096                         *CURRENT SURVEY CONTROL
 DL4096  ______________________________________________________________________
 DL4096* NAD 83(1986) POSITION- 41 51 02.9    (N) 084 21 05.0    (W)   HD_HELD2
 DL4096* NAVD 88 ORTHO HEIGHT -   276.236 (meters)      906.28  (feet) ADJUSTED
 DL4096  ______________________________________________________________________
 DL4096  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 DL4096  DYNAMIC HEIGHT  -        276.129 (meters)      905.93  (feet) COMP
 DL4096  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 DL4096
 DL4096  VERT ORDER      -  FIRST     CLASS II
 DL4096
 DL4096.The horizontal coordinates were established by autonomous hand held GPS
 DL4096.observations and have an estimated accuracy of +/- 10 meters.
 DL4096
 DL4096.The orthometric height was determined by differential leveling and
 DL4096.adjusted by the NATIONAL GEODETIC SURVEY
 DL4096.in September 2009.
 DL4096
 DL4096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4096.GEOID18 height accuracy estimate available here.
 DL4096
 DL4096.Click photographs - Photos may exist for this station.
 DL4096
 DL4096.The dynamic height is computed by dividing the NAVD 88
 DL4096.geopotential number by the normal gravity value computed on the
 DL4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4096.degrees latitude (g = 980.6199 gals.).
 DL4096
 DL4096.The modeled gravity was interpolated from observed gravity values.
 DL4096
 DL4096;                    North         East    Units  Estimated Accuracy
 DL4096;SPC MI S     -    38,968.    4,001,269.      MT  (+/- 10 meters HH2 GPS)
 DL4096
 DL4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1987236603(NAD 83)
 DL4096
 DL4096                          SUPERSEDED SURVEY CONTROL
 DL4096
 DL4096.No superseded survey control is available for this station.
 DL4096
 DL4096_MARKER: DD = SURVEY DISK
 DL4096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL4096_SP_SET: DIGESTER LID
 DL4096_STAMPING: NO STAMPING
 DL4096_MARK LOGO: MIDT
 DL4096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4096+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DL4096
 DL4096  HISTORY     - Date     Condition        Report By
 DL4096  HISTORY     - 20090317 MONUMENTED       MIDT
 DL4096  HISTORY     - 20090506 GOOD             MIDT
 DL4096
 DL4096                          STATION DESCRIPTION
 DL4096
 DL4096'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 DL4096'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF PITTSFORD, 6.0
 DL4096'MI (9.7 KM) WEST OF CLAYTON AND 0.3 MI (0.5 KM) SOUTH-SOUTHEAST OF
 DL4096'HUDSON.
 DL4096'
 DL4096'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH HIGHWAY 34, ON THE
 DL4096'WEST SIDE OF HUDSON, GO SOUTH ON HIGHWAY 127 FOR 0.35 MI (0.6 KM) TO
 DL4096'THE JUNCTION OF HIGHWAY 127 WITH PLEASANT STREET, GO EAST ON PLEASANT
 DL4096'STREET FOR 0.4 MI (0.6 KM) TO THE HUDSON WATER TREATMENT PLANT.
 DL4096'
 DL4096'THE DISK IS SET IN THE TOP CONCRETE LID OF THE NUMBER TWO DIGESTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0813 ***********************************************************************
 NE0813  DESIGNATION -  54 1/2
 NE0813  PID         -  NE0813
 NE0813  STATE/COUNTY-  MI/OAKLAND
 NE0813  COUNTRY     -  US
 NE0813  USGS QUAD   -  MILFORD (2017)
 NE0813
 NE0813                         *CURRENT SURVEY CONTROL
 NE0813  ______________________________________________________________________
 NE0813* NAD 83(1986) POSITION- 42 31 00.     (N) 083 36 19.     (W)   SCALED
 NE0813* NAVD 88 ORTHO HEIGHT -   284.779 (meters)      934.31  (feet) ADJUSTED
 NE0813  ______________________________________________________________________
 NE0813  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 NE0813  DYNAMIC HEIGHT  -        284.696 (meters)      934.04  (feet) COMP
 NE0813  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 NE0813
 NE0813  VERT ORDER      -  SECOND    CLASS 0
 NE0813
 NE0813.The horizontal coordinates were scaled from a map and have
 NE0813.an estimated accuracy of +/- 6 seconds.
 NE0813
 NE0813.The orthometric height was determined by differential leveling and
 NE0813.adjusted by the NATIONAL GEODETIC SURVEY
 NE0813.in June 1991.
 NE0813
 NE0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0813.GEOID18 height accuracy estimate available here.
 NE0813
 NE0813.Click photographs - Photos may exist for this station.
 NE0813
 NE0813.The dynamic height is computed by dividing the NAVD 88
 NE0813.geopotential number by the normal gravity value computed on the
 NE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0813.degrees latitude (g = 980.6199 gals.).
 NE0813
 NE0813.The modeled gravity was interpolated from observed gravity values.
 NE0813
 NE0813;                    North         East    Units  Estimated Accuracy
 NE0813;SPC MI S     -   113,210.    4,062,560.      MT  (+/- 180 meters Scaled)
 NE0813
 NE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH859104(NAD 83)
 NE0813
 NE0813                          SUPERSEDED SURVEY CONTROL
 NE0813
 NE0813  NGVD 29 (??/??/92)  284.90   (m)          934.7    (f) COMPUTED    2 0
 NE0813
 NE0813.Superseded values are not recommended for survey control.
 NE0813
 NE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0813.See file dsdata.pdf to determine how the superseded data were derived.
 NE0813
 NE0813_MARKER: B = BOLT
 NE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0813_STAMPING: 54 1/2
 NE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0813+STABILITY: SURFACE MOTION
 NE0813
 NE0813  HISTORY     - Date     Condition        Report By
 NE0813  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0813  HISTORY     - 1954     MARK NOT FOUND   CGS
 NE0813  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0813
 NE0813                          STATION DESCRIPTION
 NE0813
 NE0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0813'0.7 MI NE FROM NEW HUDSON.
 NE0813'0.7 MILE NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0813'STATION AT NEW HUDSON, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0813'55, 0.5 MILE EAST OF THE CROSSING OF U.S. HIGHWAY 23, 24 FEET
 NE0813'NORTH OF THE NORTH RAIL, 7 FEET NORTH OF A POLE, AND ABOUT LEVEL
 NE0813'WITH THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 54-1/2 AND SET
 NE0813'IN THE TOP OF A CONCRETE POST.
 NE0813
 NE0813                          STATION RECOVERY (1967)
 NE0813
 NE0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0813'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0752 ***********************************************************************
 NE0752  DESIGNATION -  54 1/2
 NE0752  PID         -  NE0752
 NE0752  STATE/COUNTY-  MI/GENESEE
 NE0752  COUNTRY     -  US
 NE0752  USGS QUAD   -  LINDEN (2017)
 NE0752
 NE0752                         *CURRENT SURVEY CONTROL
 NE0752  ______________________________________________________________________
 NE0752* NAD 83(1986) POSITION- 42 49 09.     (N) 083 46 18.     (W)   SCALED
 NE0752* NAVD 88 ORTHO HEIGHT -   266.062 (meters)      872.91  (feet) ADJUSTED
 NE0752  ______________________________________________________________________
 NE0752  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 NE0752  DYNAMIC HEIGHT  -        265.991 (meters)      872.67  (feet) COMP
 NE0752  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 NE0752
 NE0752  VERT ORDER      -  SECOND    CLASS 0
 NE0752
 NE0752.The horizontal coordinates were scaled from a map and have
 NE0752.an estimated accuracy of +/- 6 seconds.
 NE0752
 NE0752.The orthometric height was determined by differential leveling and
 NE0752.adjusted by the NATIONAL GEODETIC SURVEY
 NE0752.in June 1991.
 NE0752
 NE0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0752.GEOID18 height accuracy estimate available here.
 NE0752
 NE0752.Click photographs - Photos may exist for this station.
 NE0752
 NE0752.The dynamic height is computed by dividing the NAVD 88
 NE0752.geopotential number by the normal gravity value computed on the
 NE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0752.degrees latitude (g = 980.6199 gals.).
 NE0752
 NE0752.The modeled gravity was interpolated from observed gravity values.
 NE0752
 NE0752;                    North         East    Units  Estimated Accuracy
 NE0752;SPC MI S     -   146,700.    4,048,650.      MT  (+/- 180 meters Scaled)
 NE0752
 NE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH734444(NAD 83)
 NE0752
 NE0752                          SUPERSEDED SURVEY CONTROL
 NE0752
 NE0752  NGVD 29 (??/??/92)  266.18   (m)          873.3    (f) COMPUTED    2 0
 NE0752
 NE0752.Superseded values are not recommended for survey control.
 NE0752
 NE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0752.See file dsdata.pdf to determine how the superseded data were derived.
 NE0752
 NE0752_MARKER: B = BOLT
 NE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0752_STAMPING: 54-1/2
 NE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0752+STABILITY: SURFACE MOTION
 NE0752
 NE0752  HISTORY     - Date     Condition        Report By
 NE0752  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0752  HISTORY     - 1934     GOOD             CGS
 NE0752  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0752
 NE0752                          STATION DESCRIPTION
 NE0752
 NE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0752'0.9 MI SE FROM LINDEN.
 NE0752'0.9 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0752'THE STATION AT LINDEN, GENESEE COUNTY, 0.5 MILE SOUTHEAST OF
 NE0752'MILEPOST 55, 150 YARDS SOUTEAST OF A BRIDGE OVER A STREAM
 NE0752'CONNECTING TWO PONDS, 14 YARDS SOUTHWEST OF THE SOUTHWEST RAIL,
 NE0752'1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6
 NE0752'INCHES LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NE0752'54-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0752
 NE0752                          STATION RECOVERY (2007)
 NE0752
 NE0752'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0752'THE AREA DESCRIBED SOUTHEAST OF BRIDGE IS IN THE FLOODPLAIN FOR THE
 NE0752'LINDEN MILL POND ON THE SHIAWASSEE RIVER. THE FENCE WOULD BE
 NE0752'APPROXIMATELY 15 FEET BELOW THE TRACK GRADE. FROM ABOVE THE BRIDGE,
 NE0752'GOING SOUTHEASTERLY TO RIPLEY ROAD, NO WHERE DOES THE RR R/W APPROACH
 NE0752'THE GRADE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0356 ***********************************************************************
 OK0356  DESIGNATION -  54 1/2
 OK0356  PID         -  OK0356
 OK0356  STATE/COUNTY-  MI/KENT
 OK0356  COUNTRY     -  US
 OK0356  USGS QUAD   -  CEDAR SPRINGS (2017)
 OK0356
 OK0356                         *CURRENT SURVEY CONTROL
 OK0356  ______________________________________________________________________
 OK0356* NAD 83(1986) POSITION- 43 12 09.     (N) 085 31 19.     (W)   SCALED
 OK0356* NAVD 88 ORTHO HEIGHT -   264.309 (meters)      867.15  (feet) ADJUSTED
 OK0356  ______________________________________________________________________
 OK0356  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 OK0356  DYNAMIC HEIGHT  -        264.249 (meters)      866.96  (feet) COMP
 OK0356  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 OK0356
 OK0356  VERT ORDER      -  SECOND    CLASS 0
 OK0356
 OK0356.The horizontal coordinates were scaled from a map and have
 OK0356.an estimated accuracy of +/- 6 seconds.
 OK0356
 OK0356.The orthometric height was determined by differential leveling and
 OK0356.adjusted by the NATIONAL GEODETIC SURVEY
 OK0356.in June 1991.
 OK0356
 OK0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0356.GEOID18 height accuracy estimate available here.
 OK0356
 OK0356.Click photographs - Photos may exist for this station.
 OK0356
 OK0356.The dynamic height is computed by dividing the NAVD 88
 OK0356.geopotential number by the normal gravity value computed on the
 OK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0356.degrees latitude (g = 980.6199 gals.).
 OK0356
 OK0356.The modeled gravity was interpolated from observed gravity values.
 OK0356
 OK0356;                    North         East    Units  Estimated Accuracy
 OK0356;SPC MI S     -   189,760.    3,906,120.      MT  (+/- 180 meters Scaled)
 OK0356
 OK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN200843(NAD 83)
 OK0356
 OK0356                          SUPERSEDED SURVEY CONTROL
 OK0356
 OK0356  NGVD 29 (??/??/92)  264.436  (m)          867.57   (f) ADJ UNCH    2 0
 OK0356
 OK0356.Superseded values are not recommended for survey control.
 OK0356
 OK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0356.See file dsdata.pdf to determine how the superseded data were derived.
 OK0356
 OK0356_MARKER: Z = SEE DESCRIPTION
 OK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0356_STAMPING: 54 1/2
 OK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0356+STABILITY: SURFACE MOTION
 OK0356
 OK0356  HISTORY     - Date     Condition        Report By
 OK0356  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0356  HISTORY     - 1934     GOOD             CGS
 OK0356  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0356
 OK0356                          STATION DESCRIPTION
 OK0356
 OK0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0356'1.9 MI E FROM CEDAR SPRINGS.
 OK0356'1.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0356'STATION AT CEDAR SPRINGS, KENT COUNTY, 60 YARDS EAST OF A GATE
 OK0356'AND A 3-FOOT CORRUGATED IRON CULVERT, 27 FEET NORTH OF THE
 OK0356'NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0356'A BRASS PLUG, STAMPED 54 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0356'POST.
 OK0356
 OK0356                          STATION RECOVERY (1965)
 OK0356
 OK0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0105 ***********************************************************************
 NE0105  DESIGNATION -  54 251 A C OF D
 NE0105  PID         -  NE0105
 NE0105  STATE/COUNTY-  MI/WAYNE
 NE0105  COUNTRY     -  US
 NE0105  USGS QUAD   -  BELLE ISLE (2017)
 NE0105
 NE0105                         *CURRENT SURVEY CONTROL
 NE0105  ______________________________________________________________________
 NE0105* NAD 83(1986) POSITION- 42 21 33.     (N) 082 59 05.     (W)   SCALED
 NE0105* NAVD 88 ORTHO HEIGHT -   177.979 (meters)      583.92  (feet) ADJUSTED
 NE0105  ______________________________________________________________________
 NE0105  GEOID HEIGHT    -        -34.569 (meters)                     GEOID18
 NE0105  DYNAMIC HEIGHT  -        177.927 (meters)      583.75  (feet) COMP
 NE0105  MODELED GRAVITY -    980,323.9   (mgal)                       NAVD 88
 NE0105
 NE0105  VERT ORDER      -  FIRST     CLASS 0
 NE0105
 NE0105.The horizontal coordinates were scaled from a map and have
 NE0105.an estimated accuracy of +/- 6 seconds.
 NE0105
 NE0105.The orthometric height was determined by differential leveling and
 NE0105.adjusted by the NATIONAL GEODETIC SURVEY
 NE0105.in June 1991.
 NE0105
 NE0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0105.GEOID18 height accuracy estimate available here.
 NE0105
 NE0105.Click photographs - Photos may exist for this station.
 NE0105
 NE0105.The dynamic height is computed by dividing the NAVD 88
 NE0105.geopotential number by the normal gravity value computed on the
 NE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0105.degrees latitude (g = 980.6199 gals.).
 NE0105
 NE0105.The modeled gravity was interpolated from observed gravity values.
 NE0105
 NE0105;                    North         East    Units  Estimated Accuracy
 NE0105;SPC MI S     -    96,370.    4,113,840.      MT  (+/- 180 meters Scaled)
 NE0105
 NE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG365915(NAD 83)
 NE0105
 NE0105                          SUPERSEDED SURVEY CONTROL
 NE0105
 NE0105  NGVD 29 (11/26/84)  178.148  (m)          584.47   (f) ADJUSTED    1 0
 NE0105
 NE0105.Superseded values are not recommended for survey control.
 NE0105
 NE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0105.See file dsdata.pdf to determine how the superseded data were derived.
 NE0105
 NE0105_MARKER: DD = SURVEY DISK
 NE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0105_PROJECTION: RECESSED 6 CENTIMETERS
 NE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0105+STABILITY: SURFACE MOTION
 NE0105
 NE0105  HISTORY     - Date     Condition        Report By
 NE0105  HISTORY     - UNK      MONUMENTED       MI1260
 NE0105  HISTORY     - 1970     GOOD             USLS
 NE0105  HISTORY     - 1980     GOOD             NGS
 NE0105  HISTORY     - 20020206 GOOD             USPSQD
 NE0105
 NE0105                          STATION DESCRIPTION
 NE0105
 NE0105'DESCRIBED BY US LAKE SURVEY 1970
 NE0105'IN DETROIT.
 NE0105'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0105'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0105'NORTHEAST CORNER OF MC CLELLAN STREET AND EAST JEFFERSON AVENUE,
 NE0105'IN THE SIDEWALK, 10 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0105'EAST JEFFERSON AVENUE, 6 FEET WEST OF THE EAST PROPERTY LINE
 NE0105'OF MC CLELLAN STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0105'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0105'INTO A CONCRETE MONUMENT.
 NE0105
 NE0105                          STATION RECOVERY (1980)
 NE0105
 NE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0105'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVE. AND MC/CLELLAN
 NE0105'STREET, 1.75 METERS (5.8 FEET) NORTHWEST OF CURB OF JEFFERSON,
 NE0105'2.2 METERS (7.3 FEET) NORTHEAST CURB OF MC/CLELLAN STREET, 4.35 METERS
 NE0105'(14.3 FEET) SOUTH OF THE SOUTH CORNER OF A LARGE BRICK APARTMENT
 NE0105'BUILDING, ACCESS MAY BE OBTAINED THROUGH A METAL ACCESS COVER.
 NE0105'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0105
 NE0105                          STATION RECOVERY (2002)
 NE0105
 NE0105'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0105'LOCATION DIFFERENT -  7.08 FEET NE OF NE CURB OF MCCLELLON, 5.58 FEET
 NE0105'NW OF THE NW CURB OF JEFFERSON. 6 INCH ACCESS COVER, 0.71 FEET BELOW
 NE0105'SIDEWALK SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0114 ***********************************************************************
 NE0114  DESIGNATION -  54 252
 NE0114  PID         -  NE0114
 NE0114  STATE/COUNTY-  MI/WAYNE
 NE0114  COUNTRY     -  US
 NE0114  USGS QUAD   -  BELLE ISLE (2017)
 NE0114
 NE0114                         *CURRENT SURVEY CONTROL
 NE0114  ______________________________________________________________________
 NE0114* NAD 83(1986) POSITION- 42 21 45.     (N) 082 58 49.     (W)   SCALED
 NE0114* NAVD 88 ORTHO HEIGHT -   177.214 (meters)      581.41  (feet) ADJUSTED
 NE0114  ______________________________________________________________________
 NE0114  GEOID HEIGHT    -        -34.570 (meters)                     GEOID18
 NE0114  DYNAMIC HEIGHT  -        177.162 (meters)      581.24  (feet) COMP
 NE0114  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 NE0114
 NE0114  VERT ORDER      -  FIRST     CLASS 0
 NE0114
 NE0114.The horizontal coordinates were scaled from a map and have
 NE0114.an estimated accuracy of +/- 6 seconds.
 NE0114
 NE0114.The orthometric height was determined by differential leveling and
 NE0114.adjusted by the NATIONAL GEODETIC SURVEY
 NE0114.in June 1991.
 NE0114
 NE0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0114.GEOID18 height accuracy estimate available here.
 NE0114
 NE0114.Click photographs - Photos may exist for this station.
 NE0114
 NE0114.The dynamic height is computed by dividing the NAVD 88
 NE0114.geopotential number by the normal gravity value computed on the
 NE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0114.degrees latitude (g = 980.6199 gals.).
 NE0114
 NE0114.The modeled gravity was interpolated from observed gravity values.
 NE0114
 NE0114;                    North         East    Units  Estimated Accuracy
 NE0114;SPC MI S     -    96,750.    4,114,200.      MT  (+/- 180 meters Scaled)
 NE0114
 NE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG369919(NAD 83)
 NE0114
 NE0114                          SUPERSEDED SURVEY CONTROL
 NE0114
 NE0114  NGVD 29 (11/26/84)  177.383  (m)          581.96   (f) ADJUSTED    1 0
 NE0114
 NE0114.Superseded values are not recommended for survey control.
 NE0114
 NE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0114.See file dsdata.pdf to determine how the superseded data were derived.
 NE0114
 NE0114_MARKER: DD = SURVEY DISK
 NE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0114_MARK LOGO: MI1260
 NE0114_PROJECTION: RECESSED 3 CENTIMETERS
 NE0114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0114+STABILITY: SURFACE MOTION
 NE0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0114+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2007
 NE0114
 NE0114  HISTORY     - Date     Condition        Report By
 NE0114  HISTORY     - UNK      MONUMENTED       MI1260
 NE0114  HISTORY     - 1970     GOOD             USLS
 NE0114  HISTORY     - 1980     GOOD             NGS
 NE0114  HISTORY     - 20020206 GOOD             USPSQD
 NE0114  HISTORY     - 20031031 GOOD             INDIV
 NE0114  HISTORY     - 20070110 GOOD             MIDT
 NE0114
 NE0114                          STATION DESCRIPTION
 NE0114
 NE0114'DESCRIBED BY US LAKE SURVEY 1970
 NE0114'IN DETROIT.
 NE0114'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0114'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0114'NORTHEAST CORNER OF BEWICK STREET AND EAST JEFFERSON AVENUE,
 NE0114'IN THE SIDEWALK, 8 FEET SOUTH OF THE NORTH PROPERTY LINE OF EAST
 NE0114'JEFFERSON AVENUE, 9 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0114'BEWICK STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0114'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO A
 NE0114'CONCRETE MONUMENT.
 NE0114
 NE0114                          STATION RECOVERY (1980)
 NE0114
 NE0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0114'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVENUE AND BEWICK STREET
 NE0114',2.1 METERS (6.9 FEET) NORTHWEST OF NORTHWEST CURB OF EAST JEFFERSON
 NE0114'AVENUE, 3.85 METERS (12.62 FEET) NORTHEAST OF NORTHEAST CURB OF BEWICK
 NE0114'STREET, 3.95 METERS (12.95 FEET) SOUTHEAST OF THE TOP OF A FIRE
 NE0114'HYDRANT, 1.8 METERS (5.9 FEET) NORTH OF A LIGHT POLE WITH STREET SIGN
 NE0114'FOR EAST JEFFERSON AVENUE AND BEWICK STREET AND ACCESS TO MARK IS THRU
 NE0114'A 6-INCH MANHOLE COVER IN SIDEWALK.
 NE0114'THE MARK IS 0.15 M BELOW SIDEWALK.
 NE0114
 NE0114                          STATION RECOVERY (2002)
 NE0114
 NE0114'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0114'LOCATION DIFFERENT -  12.42 FEET NE OF NE CURB OF BEWICK, 6.25 FEET NW
 NE0114'OF THE NW CURB OF E. JEFFERSON.
 NE0114
 NE0114                          STATION RECOVERY (2003)
 NE0114
 NE0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0114'CITY OF DETROIT BENCHMARK NUMBER 57-252. MONUMENT IN MONUMENT BOX IN
 NE0114'SIDEWALK NORTHEAST CORNER BEWICK AND HARPER.
 NE0114
 NE0114                          STATION RECOVERY (2007)
 NE0114
 NE0114'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (JDB)
 NE0114'RECOVERED AS DESCRIBED. --NOTE--DISK MARKINGS NOT LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0115 ***********************************************************************
 NE0115  DESIGNATION -  54 253 C OF D
 NE0115  PID         -  NE0115
 NE0115  STATE/COUNTY-  MI/WAYNE
 NE0115  COUNTRY     -  US
 NE0115  USGS QUAD   -  BELLE ISLE (2017)
 NE0115
 NE0115                         *CURRENT SURVEY CONTROL
 NE0115  ______________________________________________________________________
 NE0115* NAD 83(1986) POSITION- 42 21 20.     (N) 082 58 31.     (W)   SCALED
 NE0115* NAVD 88 ORTHO HEIGHT -   175.881 (meters)      577.04  (feet) ADJUSTED
 NE0115  ______________________________________________________________________
 NE0115  GEOID HEIGHT    -        -34.581 (meters)                     GEOID18
 NE0115  DYNAMIC HEIGHT  -        175.829 (meters)      576.87  (feet) COMP
 NE0115  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 NE0115
 NE0115  VERT ORDER      -  FIRST     CLASS 0
 NE0115
 NE0115.The horizontal coordinates were scaled from a map and have
 NE0115.an estimated accuracy of +/- 6 seconds.
 NE0115
 NE0115.The orthometric height was determined by differential leveling and
 NE0115.adjusted by the NATIONAL GEODETIC SURVEY
 NE0115.in June 1991.
 NE0115
 NE0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0115.GEOID18 height accuracy estimate available here.
 NE0115
 NE0115.Click photographs - Photos may exist for this station.
 NE0115
 NE0115.The dynamic height is computed by dividing the NAVD 88
 NE0115.geopotential number by the normal gravity value computed on the
 NE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0115.degrees latitude (g = 980.6199 gals.).
 NE0115
 NE0115.The modeled gravity was interpolated from observed gravity values.
 NE0115
 NE0115;                    North         East    Units  Estimated Accuracy
 NE0115;SPC MI S     -    95,980.    4,114,620.      MT  (+/- 180 meters Scaled)
 NE0115
 NE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG373911(NAD 83)
 NE0115
 NE0115                          SUPERSEDED SURVEY CONTROL
 NE0115
 NE0115  NGVD 29 (11/26/84)  176.051  (m)          577.59   (f) ADJUSTED    1 0
 NE0115
 NE0115.Superseded values are not recommended for survey control.
 NE0115
 NE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0115.See file dsdata.pdf to determine how the superseded data were derived.
 NE0115
 NE0115_MARKER: DD = SURVEY DISK
 NE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0115_PROJECTION: RECESSED 10 CENTIMETERS
 NE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0115+STABILITY: SURFACE MOTION
 NE0115
 NE0115  HISTORY     - Date     Condition        Report By
 NE0115  HISTORY     - UNK      MONUMENTED       MI1260
 NE0115  HISTORY     - 1970     GOOD             USLS
 NE0115  HISTORY     - 1980     GOOD             NGS
 NE0115  HISTORY     - 20020206 GOOD             USPSQD
 NE0115
 NE0115                          STATION DESCRIPTION
 NE0115
 NE0115'DESCRIBED BY US LAKE SURVEY 1970
 NE0115'IN DETROIT.
 NE0115'A BENCHMARK OF THE CITY OF DETROIT, IS IN THE SOUTHEAST PART
 NE0115'OF DETROIT, WAYNE COUNTY, MICHIGAN, NEAR WATERWORKS PARK, AT
 NE0115'THE NORTHEAST CORNER OF MARQUETTE DRIVE AND FREUD AVENUES, IN
 NE0115'THE SIDEWALK, 13.6 FEET FROM THE FREUD AVENUE CURB, 10.8 FEET
 NE0115'FROM THE MARQUETTE DRIVE CURB, UNDER 8-INCH HAND HOLE COVER, IN A
 NE0115'WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0115'SET INTO A CONCRETE MONUMENT.
 NE0115
 NE0115                          STATION RECOVERY (1980)
 NE0115
 NE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0115'IN DETROIT, AT THE JUNCTION OF FREUD STREET AND MARQUETTE DRIVE,
 NE0115'3.35 METERS (11 FEET) NORTHWEST OF THE NORTHWEST CURB OF
 NE0115'FREUD STREET, 4.25 METERS (14 FEET) NORTHEAST OF THE NORTHEAST CURB
 NE0115'OF MARQUETTE DRIVE, 10.25 METERS (33.6 FEET) SOUTH OF THE SOUTH CORNER
 NE0115'OF APARTMENT 440 IN THE CONCRETE SIDEWALK, ACCESS TO MARK MAY BE
 NE0115'OBTAINED BY REMOVEING A 8-INCH ACCESS COVER.
 NE0115'THE MARK IS ABOVE LEVEL WITH STREET.
 NE0115
 NE0115                          STATION RECOVERY (2002)
 NE0115
 NE0115'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0115'LOCATION DIFFERENT -  12.92 FEET NW OF NW CURB OF FREUD ST., 10.33
 NE0115'FEET NE OF THE NE CURB OF MARQUETTE DRIVE AND 31.83 FEET SOUTH OF
 NE0115'SOUTH CORNER OF APARTMENT BUILDING. .54 FEET BELOW SIDEWALK, IN 6 INCH
 NE0115'ACCESS COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0119 ***********************************************************************
 NE0119  DESIGNATION -  54 254 B C OF D
 NE0119  PID         -  NE0119
 NE0119  STATE/COUNTY-  MI/WAYNE
 NE0119  COUNTRY     -  US
 NE0119  USGS QUAD   -  BELLE ISLE (2017)
 NE0119
 NE0119                         *CURRENT SURVEY CONTROL
 NE0119  ______________________________________________________________________
 NE0119* NAD 83(1986) POSITION- 42 21 44.07   (N) 082 57 49.38   (W)   HD_HELD1
 NE0119* NAVD 88 ORTHO HEIGHT -   176.670 (meters)      579.62  (feet) ADJUSTED
 NE0119  ______________________________________________________________________
 NE0119  GEOID HEIGHT    -        -34.585 (meters)                     GEOID18
 NE0119  DYNAMIC HEIGHT  -        176.618 (meters)      579.45  (feet) COMP
 NE0119  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 NE0119
 NE0119  VERT ORDER      -  FIRST     CLASS 0
 NE0119
 NE0119.The horizontal coordinates were determined by differentially corrected
 NE0119.hand held GPS observations or other comparable positioning techniques
 NE0119.and have an estimated accuracy of +/- 3 meters.
 NE0119
 NE0119.The orthometric height was determined by differential leveling and
 NE0119.adjusted by the NATIONAL GEODETIC SURVEY
 NE0119.in June 1991.
 NE0119
 NE0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0119.GEOID18 height accuracy estimate available here.
 NE0119
 NE0119.Click photographs - Photos may exist for this station.
 NE0119
 NE0119.The dynamic height is computed by dividing the NAVD 88
 NE0119.geopotential number by the normal gravity value computed on the
 NE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0119.degrees latitude (g = 980.6199 gals.).
 NE0119
 NE0119.The modeled gravity was interpolated from observed gravity values.
 NE0119
 NE0119;                    North         East    Units  Estimated Accuracy
 NE0119;SPC MI S     -    96,738.8   4,115,562.6     MT  (+/- 3 meters HH1 GPS) 
 NE0119
 NE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3829291864(NAD 83)
 NE0119
 NE0119                          SUPERSEDED SURVEY CONTROL
 NE0119
 NE0119  NGVD 29 (11/26/84)  176.836  (m)          580.17   (f) ADJUSTED    1 0
 NE0119
 NE0119.Superseded values are not recommended for survey control.
 NE0119
 NE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0119.See file dsdata.pdf to determine how the superseded data were derived.
 NE0119
 NE0119_MARKER: DD = SURVEY DISK
 NE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0119_PROJECTION: RECESSED 3 CENTIMETERS
 NE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0119+STABILITY: SURFACE MOTION
 NE0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0119+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NE0119
 NE0119  HISTORY     - Date     Condition        Report By
 NE0119  HISTORY     - UNK      MONUMENTED       MI1260
 NE0119  HISTORY     - 1970     GOOD             USLS
 NE0119  HISTORY     - 1980     GOOD             NGS
 NE0119  HISTORY     - 20010726 GOOD             ASMINC
 NE0119  HISTORY     - 20020206 GOOD             USPSQD
 NE0119
 NE0119                          STATION DESCRIPTION
 NE0119
 NE0119'DESCRIBED BY US LAKE SURVEY 1970
 NE0119'IN DETROIT.
 NE0119'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0119'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0119'NORTHEAST CORNER OF FREUD AND LYCASTE STREETS, IN THE SIDEWALK,
 NE0119'5 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 5 FEET
 NE0119'WEST OF THE EAST PROPERTY LINE OF LYCASTE STREET, UNDER AN
 NE0119'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0119'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0119
 NE0119                          STATION RECOVERY (1980)
 NE0119
 NE0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0119'IN DETROIT, AT THE INTERSECTION OF FREUD AND LYCASTE STREETS, AT
 NE0119'THE NORTH CORNER OF THE INTERSECTION, 3.05 METERS (10.0 FEET)
 NE0119'NORTHEAST OF THE NORTHEAST CURB OF LYCASTE STREET, 2.46 METERS
 NE0119'(8.06 FEET) NORTHWEST OF THE NORTHWEST CURB OF FREUD STREET, 2.1
 NE0119'METERS (6.89 FEET) WEST OF A POWER POLE.
 NE0119'THE MARK IS .15 M BELOW SIDEWALK.
 NE0119
 NE0119                          STATION RECOVERY (2001)
 NE0119
 NE0119'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (WFS)
 NE0119'RECOVERED IN GOOD CONDITION.
 NE0119
 NE0119                          STATION RECOVERY (2002)
 NE0119
 NE0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0119'LOCATION - 6 INCH COVER, 6.25 FEET NE OF NE CURB OF LYCASTE, 8.33 FEET
 NE0119'NW OF NW CURB OF FREUD, 7.0 FEET WEST OF CENTER LINE OF POWER POLES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0117 ***********************************************************************
 NE0117  DESIGNATION -  54 254 C OF D
 NE0117  PID         -  NE0117
 NE0117  STATE/COUNTY-  MI/WAYNE
 NE0117  COUNTRY     -  US
 NE0117  USGS QUAD   -  BELLE ISLE (2017)
 NE0117
 NE0117                         *CURRENT SURVEY CONTROL
 NE0117  ______________________________________________________________________
 NE0117* NAD 83(1986) POSITION- 42 21 39.     (N) 082 58 01.     (W)   SCALED
 NE0117* NAVD 88 ORTHO HEIGHT -   176.238 (meters)      578.21  (feet) ADJUSTED
 NE0117  ______________________________________________________________________
 NE0117  GEOID HEIGHT    -        -34.583 (meters)                     GEOID18
 NE0117  DYNAMIC HEIGHT  -        176.186 (meters)      578.04  (feet) COMP
 NE0117  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 NE0117
 NE0117  VERT ORDER      -  FIRST     CLASS 0
 NE0117
 NE0117.The horizontal coordinates were scaled from a map and have
 NE0117.an estimated accuracy of +/- 6 seconds.
 NE0117
 NE0117.The orthometric height was determined by differential leveling and
 NE0117.adjusted by the NATIONAL GEODETIC SURVEY
 NE0117.in June 1991.
 NE0117
 NE0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0117.GEOID18 height accuracy estimate available here.
 NE0117
 NE0117.Click photographs - Photos may exist for this station.
 NE0117
 NE0117.The dynamic height is computed by dividing the NAVD 88
 NE0117.geopotential number by the normal gravity value computed on the
 NE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0117.degrees latitude (g = 980.6199 gals.).
 NE0117
 NE0117.The modeled gravity was interpolated from observed gravity values.
 NE0117
 NE0117;                    North         East    Units  Estimated Accuracy
 NE0117;SPC MI S     -    96,580.    4,115,300.      MT  (+/- 180 meters Scaled)
 NE0117
 NE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG380917(NAD 83)
 NE0117
 NE0117                          SUPERSEDED SURVEY CONTROL
 NE0117
 NE0117  NGVD 29 (??/??/92)  176.401  (m)          578.74   (f) ADJ UNCH    1 0
 NE0117
 NE0117.Superseded values are not recommended for survey control.
 NE0117
 NE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0117.See file dsdata.pdf to determine how the superseded data were derived.
 NE0117
 NE0117_MARKER: DD = SURVEY DISK
 NE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0117+STABILITY: SURFACE MOTION
 NE0117
 NE0117  HISTORY     - Date     Condition        Report By
 NE0117  HISTORY     - UNK      MONUMENTED       MI1260
 NE0117  HISTORY     - 1970     GOOD             USLS
 NE0117  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0117  HISTORY     - 20020206 GOOD             USPSQD
 NE0117
 NE0117                          STATION DESCRIPTION
 NE0117
 NE0117'DESCRIBED BY US LAKE SURVEY 1970
 NE0117'IN DETROIT.
 NE0117'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0117'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0117'NORTHEAST CORNER OF FREUD AND ST. JEAN STREETS, IN THE SIDEWALK,
 NE0117'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0117'WEST OF THE EAST PROPERTY LINE OF ST. JEAN STREET, UNDER AN
 NE0117'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0117'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0117
 NE0117                          STATION RECOVERY (1980)
 NE0117
 NE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0117'NOT RECOVERED, POSSIBLY STILL INTACK A NEW SIDEWALK AT THE CORNER
 NE0117'HAS BEEN PUT IN
 NE0117
 NE0117                          STATION RECOVERY (2002)
 NE0117
 NE0117'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0117'THERE ARE NOW TWO ST. JEANS STREETS. THIS MARK IS AT OLD OR EAST ST
 NE0117'JEAN STREET. ADJACENT SIDEWALK IS BROKEN. COVER HAS SHIFTED 1 1/2
 NE0117'INCHES NORTH. MARK SEEMS INTACT, 0.58 FEET BELOW COVER. COVER IS 6
 NE0117'INCH DIA. LOCATION 5.58 FEET WEST OF DET. EDISON CO. POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5136 ***********************************************************************
 DL5136  DESIGNATION -  54200
 DL5136  PID         -  DL5136
 DL5136  STATE/COUNTY-  MI/MECOSTA
 DL5136  COUNTRY     -  US
 DL5136  USGS QUAD   -  BLANCHARD (2017)
 DL5136
 DL5136                         *CURRENT SURVEY CONTROL
 DL5136  ______________________________________________________________________
 DL5136* NAD 83(1986) POSITION- 43 35 45.5    (N) 085 05 10.3    (W)   HD_HELD2
 DL5136* NAVD 88 ORTHO HEIGHT -   307.915 (meters)     1010.22  (feet) ADJUSTED
 DL5136  ______________________________________________________________________
 DL5136  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 DL5136  DYNAMIC HEIGHT  -        307.858 (meters)     1010.03  (feet) COMP
 DL5136  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DL5136
 DL5136  VERT ORDER      -  FIRST     CLASS II
 DL5136
 DL5136.The horizontal coordinates were established by autonomous hand held GPS
 DL5136.observations and have an estimated accuracy of +/- 10 meters.
 DL5136
 DL5136.The orthometric height was determined by differential leveling and
 DL5136.adjusted by the NATIONAL GEODETIC SURVEY
 DL5136.in October 2009.
 DL5136
 DL5136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5136.GEOID18 height accuracy estimate available here.
 DL5136
 DL5136.Click photographs - Photos may exist for this station.
 DL5136
 DL5136.The dynamic height is computed by dividing the NAVD 88
 DL5136.geopotential number by the normal gravity value computed on the
 DL5136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5136.degrees latitude (g = 980.6199 gals.).
 DL5136
 DL5136.The modeled gravity was interpolated from observed gravity values.
 DL5136
 DL5136;                    North         East    Units  Estimated Accuracy
 DL5136;SPC MI S     -   233,072.    3,941,901.      MT  (+/- 10 meters HH2 GPS)
 DL5136
 DL5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5447628779(NAD 83)
 DL5136
 DL5136                          SUPERSEDED SURVEY CONTROL
 DL5136
 DL5136.No superseded survey control is available for this station.
 DL5136
 DL5136_MARKER: DD = SURVEY DISK
 DL5136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5136_STAMPING: 54200 2007
 DL5136_MARK LOGO: MIDT
 DL5136_PROJECTION: FLUSH
 DL5136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5136+STABILITY: SURFACE MOTION
 DL5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5136+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL5136
 DL5136  HISTORY     - Date     Condition        Report By
 DL5136  HISTORY     - 20071029 MONUMENTED       MIDT
 DL5136
 DL5136                          STATION DESCRIPTION
 DL5136
 DL5136'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5136'THE STATION IS LOCATED IN MI, MECOSTA COUNTY, WHEATLAND TOWNSHIP ABOUT
 DL5136'21 MI (33.8 KM) SOUTHEAST OF BIG RAPIDS, 16 MI (25.7 KM) SOUTHWEST
 DL5136'MOUNT PLEASANT, 13 MI (20.9 KM) NORTHWEST OF EDMORE.
 DL5136'
 DL5136'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-20 IN REMUS
 DL5136'MI GO EAST ON M-20 FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF M-20
 DL5136'WITH COSTABELLA ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 DL5136'INTERSECTION.
 DL5136'
 DL5136'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5136'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5136'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5136'
 DL5136'THE STATION IS 63.7 FT (19.4 M) EAST OF THE SOUTH POST OF A SIGN
 DL5136'--CHIPPEWA HILLS HOME OF THE WARRIORS-- 34.5 FT (10.5 M) NORTH OF THE
 DL5136'CENTERLINE OF M-20, 31.1 FT (9.5 M) FT WEST OF A POWER POLE, 2 7 FT
 DL5136'(2.1 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0177 ***********************************************************************
 NE0177  DESIGNATION -  543 USLS
 NE0177  PID         -  NE0177
 NE0177  STATE/COUNTY-  MI/MACOMB
 NE0177  COUNTRY     -  US
 NE0177  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE0177
 NE0177                         *CURRENT SURVEY CONTROL
 NE0177  ______________________________________________________________________
 NE0177* NAD 83(1986) POSITION- 42 34 21.     (N) 082 49 32.     (W)   SCALED
 NE0177* NAVD 88 ORTHO HEIGHT -   175.903 (meters)      577.11  (feet) ADJUSTED
 NE0177  ______________________________________________________________________
 NE0177  GEOID HEIGHT    -        -34.765 (meters)                     GEOID18
 NE0177  DYNAMIC HEIGHT  -        175.853 (meters)      576.94  (feet) COMP
 NE0177  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 NE0177
 NE0177  VERT ORDER      -  FIRST     CLASS 0
 NE0177
 NE0177.The horizontal coordinates were scaled from a map and have
 NE0177.an estimated accuracy of +/- 6 seconds.
 NE0177
 NE0177.The orthometric height was determined by differential leveling and
 NE0177.adjusted by the NATIONAL GEODETIC SURVEY
 NE0177.in June 1991.
 NE0177
 NE0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0177.GEOID18 height accuracy estimate available here.
 NE0177
 NE0177.Click photographs - Photos may exist for this station.
 NE0177
 NE0177.The dynamic height is computed by dividing the NAVD 88
 NE0177.geopotential number by the normal gravity value computed on the
 NE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0177.degrees latitude (g = 980.6199 gals.).
 NE0177
 NE0177.The modeled gravity was interpolated from observed gravity values.
 NE0177
 NE0177;                    North         East    Units  Estimated Accuracy
 NE0177;SPC MI S     -   120,290.    4,126,510.      MT  (+/- 180 meters Scaled)
 NE0177
 NE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH501149(NAD 83)
 NE0177
 NE0177                          SUPERSEDED SURVEY CONTROL
 NE0177
 NE0177  NGVD 29 (??/??/92)  176.037  (m)          577.55   (f) ADJ UNCH    1 0
 NE0177
 NE0177.Superseded values are not recommended for survey control.
 NE0177
 NE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0177.See file dsdata.pdf to determine how the superseded data were derived.
 NE0177
 NE0177_MARKER: Z = SEE DESCRIPTION
 NE0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0177_SP_SET: STEEL ROD
 NE0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0177
 NE0177  HISTORY     - Date     Condition        Report By
 NE0177  HISTORY     - 1970     MONUMENTED       USLS
 NE0177  HISTORY     - 1970     GOOD             USLS
 NE0177  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0177  HISTORY     - 19990628 MARK NOT FOUND   USPSQD
 NE0177
 NE0177                          STATION DESCRIPTION
 NE0177
 NE0177'DESCRIBED BY US LAKE SURVEY 1970
 NE0177'1.5 MI NE FROM MOUNT CLEMENS.
 NE0177'543 IS IN MACOMB COUNTY, MICHIGAN, ABOUT 1.5 MILES NORTHEASTERLY
 NE0177'ALONG JEFFERSON AVENUE FROM BRIDGE OVER CUTOFF CANAL, SOUTHWEST
 NE0177'OF A UTILITY POLE, 159.0 FEET NORTHEAST OF A UTILITY POLE, 25
 NE0177'FEET NORTHWEST OF THE CENTERLINE OF JEFFERSON AVENUE, 1.6 FEET
 NE0177'NORTHWEST OF UTILITY POLE DE-40-243, 1/2 FOOT BELOW THE GROUND
 NE0177'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8 INCH
 NE0177'COPPER-COATED STEEL ROD, 16 FEET LONG.  NOTE-- BM 1970.
 NE0177
 NE0177                          STATION RECOVERY (1980)
 NE0177
 NE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0177'SEARCHED FOR NOT RECOVERED A NEW DITCH IN NOW AT THIS LOCATION.
 NE0177
 NE0177                          STATION RECOVERY (1999)
 NE0177
 NE0177'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5171 ***********************************************************************
 DL5171  DESIGNATION -  54600
 DL5171  PID         -  DL5171
 DL5171  STATE/COUNTY-  MI/MECOSTA
 DL5171  COUNTRY     -  US
 DL5171  USGS QUAD   -  BIG RAPIDS (2017)
 DL5171
 DL5171                         *CURRENT SURVEY CONTROL
 DL5171  ______________________________________________________________________
 DL5171* NAD 83(1986) POSITION- 43 40 50.0    (N) 085 29 21.2    (W)   HD_HELD2
 DL5171* NAVD 88 ORTHO HEIGHT -   315.382 (meters)     1034.72  (feet) ADJUSTED
 DL5171  ______________________________________________________________________
 DL5171  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DL5171  DYNAMIC HEIGHT  -        315.324 (meters)     1034.53  (feet) COMP
 DL5171  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DL5171
 DL5171  VERT ORDER      -  FIRST     CLASS II
 DL5171
 DL5171.The horizontal coordinates were established by autonomous hand held GPS
 DL5171.observations and have an estimated accuracy of +/- 10 meters.
 DL5171
 DL5171.The orthometric height was determined by differential leveling and
 DL5171.adjusted by the NATIONAL GEODETIC SURVEY
 DL5171.in October 2009.
 DL5171
 DL5171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5171.GEOID18 height accuracy estimate available here.
 DL5171
 DL5171.Click photographs - Photos may exist for this station.
 DL5171
 DL5171.The dynamic height is computed by dividing the NAVD 88
 DL5171.geopotential number by the normal gravity value computed on the
 DL5171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5171.degrees latitude (g = 980.6199 gals.).
 DL5171
 DL5171.The modeled gravity was interpolated from observed gravity values.
 DL5171
 DL5171;                    North         East    Units  Estimated Accuracy
 DL5171;SPC MI S     -   242,825.    3,909,485.      MT  (+/- 10 meters HH2 GPS)
 DL5171
 DL5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2177337502(NAD 83)
 DL5171
 DL5171                          SUPERSEDED SURVEY CONTROL
 DL5171
 DL5171.No superseded survey control is available for this station.
 DL5171
 DL5171_MARKER: DD = SURVEY DISK
 DL5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5171_STAMPING: 54600 2007
 DL5171_MARK LOGO: MIDT
 DL5171_PROJECTION: FLUSH
 DL5171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5171+STABILITY: SURFACE MOTION
 DL5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5171+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 DL5171
 DL5171  HISTORY     - Date     Condition        Report By
 DL5171  HISTORY     - 20071105 MONUMENTED       MIDT
 DL5171
 DL5171                          STATION DESCRIPTION
 DL5171
 DL5171'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5171'THE STATION IS LOCATED IN BIG RAPIDS MI, MECOSTA COUNTY ABOUT 16 MI
 DL5171'(25.7 KM) EAST OF BROHMAN, 8 MI (12.9 KM) WEST OF RODNEY, 6 MI (9.7
 DL5171'KM) SOUTH OF PARIS.
 DL5171'
 DL5171'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DL5171'GO EAST ON M-20 (PERRY AVENUE) FOR 1.3 MI (2.1 KM) TO FERRIS DRIVE TO
 DL5171'THE RIGHT, TURN RIGHT AND GO SOUTH THEN EAST ON FERRIS DRIVE FOR 0.4
 DL5171'MI (0.6 KM) TO FAMILY DRIVE TO THE RIGHT, TURN RIGHT ON FAMILY DRIVE
 DL5171'AND GO 0.1 MI (0.2 KM) TO SPORTS DRIVE ON THE LEFT, TURN LEFT ON
 DL5171'SPORTS DRIVE AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT IN
 DL5171'FRONT OF THE RICHARD SANTOR NATURE PRESERVE.
 DL5171'
 DL5171'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5171'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5171'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5171'
 DL5171'THE STATION IS 38.7 M (127.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE
 DL5171'OF PARKING LOT NUMBER 23, 38.0 M (124.7 FT) SOUTHEAST OF A MEMORIAL
 DL5171'ROCK WITH PLAQUE --RICHARD SANTOR NATURE PRESERVE--, 11.6 M (38.1 FT)
 DL5171'SOUTHWEST OF A 14 INCH (36 CM) TWIN CATALPA TREE, 1.0 M (3.3 FT)
 DL5171'SOUTHWEST OF A CARSONITE WITNESS POST.
 DL5171'
 DL5171'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5172 ***********************************************************************
 DL5172  DESIGNATION -  54601
 DL5172  PID         -  DL5172
 DL5172  STATE/COUNTY-  MI/MECOSTA
 DL5172  COUNTRY     -  US
 DL5172  USGS QUAD   -  BIG RAPIDS (2017)
 DL5172
 DL5172                         *CURRENT SURVEY CONTROL
 DL5172  ______________________________________________________________________
 DL5172* NAD 83(2011) POSITION- 43 40 45.64870(N) 085 29 12.33545(W)   ADJUSTED
 DL5172* NAD 83(2011) ELLIP HT-   283.772 (meters)        (06/27/12)   ADJUSTED
 DL5172* NAD 83(2011) EPOCH   -  2010.00
 DL5172* NAVD 88 ORTHO HEIGHT -   316.679 (meters)     1038.97  (feet) ADJUSTED
 DL5172  ______________________________________________________________________
 DL5172  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DL5172  NAD 83(2011) X  -    363,573.555 (meters)                     COMP
 DL5172  NAD 83(2011) Y  - -4,606,031.756 (meters)                     COMP
 DL5172  NAD 83(2011) Z  -  4,382,590.205 (meters)                     COMP
 DL5172  LAPLACE CORR    -          3.25  (seconds)                    DEFLEC18
 DL5172  DYNAMIC HEIGHT  -        316.621 (meters)     1038.78  (feet) COMP
 DL5172  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DL5172
 DL5172  VERT ORDER      -  FIRST     CLASS II
 DL5172
 DL5172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5172  Standards:
 DL5172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5172  -------------------------------------------------------------------
 DL5172  NETWORK    0.31   0.47           0.14   0.11   0.24     -0.00158655
 DL5172  -------------------------------------------------------------------
 DL5172  Click here for local accuracies and other accuracy information.
 DL5172
 DL5172.The horizontal coordinates were established by GPS observations
 DL5172.and adjusted by the National Geodetic Survey in June 2012.
 DL5172
 DL5172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5172.been affixed to the stable North American tectonic plate. See 
 DL5172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5172
 DL5172.The horizontal coordinates are valid at the epoch date displayed above
 DL5172.which is a decimal equivalence of Year/Month/Day.
 DL5172
 DL5172.The orthometric height was determined by differential leveling and
 DL5172.adjusted by the NATIONAL GEODETIC SURVEY
 DL5172.in October 2009.
 DL5172
 DL5172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5172.GEOID18 height accuracy estimate available here.
 DL5172
 DL5172.Click photographs - Photos may exist for this station.
 DL5172
 DL5172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5172
 DL5172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5172
 DL5172.The ellipsoidal height was determined by GPS observations
 DL5172.and is referenced to NAD 83.
 DL5172
 DL5172.The dynamic height is computed by dividing the NAVD 88
 DL5172.geopotential number by the normal gravity value computed on the
 DL5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5172.degrees latitude (g = 980.6199 gals.).
 DL5172
 DL5172.The modeled gravity was interpolated from observed gravity values.
 DL5172
 DL5172. The following values were computed from the NAD 83(2011) position.
 DL5172
 DL5172;                    North         East     Units Scale Factor Converg.
 DL5172;SPC MI S     -   242,688.149 3,909,681.559   MT  1.00000305   -0 45 44.1
 DL5172;SPC MI S     -   796,220.96 12,827,039.24   iFT  1.00000305   -0 45 44.1
 DL5172;UTM  16      - 4,837,372.151   621,974.848   MT  0.99978300   +1 02 42.7
 DL5172
 DL5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5172!SPC MI S     -   0.99995550  x   1.00000305  =   0.99995855
 DL5172!UTM  16      -   0.99995550  x   0.99978300  =   0.99973851
 DL5172
 DL5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2197437372(NAD 83)
 DL5172
 DL5172|---------------------------------------------------------------------|
 DL5172| PID    Reference Object                     Distance      Geod. Az  |
 DL5172|                                                           dddmmss.s |
 DL5172| DG6509 BIG RAPIDS CORS ARP                  81.248 METERS 25336     |
 DL5172|---------------------------------------------------------------------|
 DL5172
 DL5172                          SUPERSEDED SURVEY CONTROL
 DL5172
 DL5172  NAD 83(2007)-  43 40 45.64888(N)    085 29 12.33611(W) AD(2002.00) B
 DL5172  ELLIP H (10/19/09)  283.774  (m)                       GP(2002.00) 1 1
 DL5172
 DL5172.Superseded values are not recommended for survey control.
 DL5172
 DL5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5172.See file dsdata.pdf to determine how the superseded data were derived.
 DL5172
 DL5172_MARKER: DD = SURVEY DISK
 DL5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5172_STAMPING: 54601 2007
 DL5172_MARK LOGO: MIDT
 DL5172_PROJECTION: FLUSH
 DL5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5172+STABILITY: SURFACE MOTION
 DL5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5172+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DL5172
 DL5172  HISTORY     - Date     Condition        Report By
 DL5172  HISTORY     - 20071105 MONUMENTED       MIDT
 DL5172  HISTORY     - 20150930 GOOD             FERSU
 DL5172
 DL5172                          STATION DESCRIPTION
 DL5172
 DL5172'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5172'THE STATION IS LOCATED IN BIG RAPIDS MI, MECOSTA COUNTY ABOUT 16 MI
 DL5172'(25.7 KM) EAST OF BROHMAN, 8 MI (12.9 KM) WEST OF RODNEY, 6 MI (9.7
 DL5172'KM) SOUTH OF PARIS.
 DL5172'
 DL5172'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DL5172'GO EAST ON M-20 (PERRY AVENUE) FOR 1.3 MI (2.1 KM) TO FERRIS DRIVE TO
 DL5172'THE RIGHT, TURN RIGHT AND GO SOUTH THEN EAST ON FERRIS DRIVE FOR 0.4
 DL5172'MI (0.6 KM) TO FAMILY DRIVE TO THE RIGHT, TURN RIGHT ON FAMILY DRIVE
 DL5172'AND GO 0.1 MI (0.2 KM) TO SPORTS DRIVE ON THE LEFT, TURN LEFT ON
 DL5172'SPORTS DRIVE AND GO FOR 0.25 MI (0.4 KM) TO THE STATION ON THE NORTH
 DL5172'SIDE OF THE HEAVY EQUIPMENT TECHNOLOGY BUILDING BETWEEN THE BUILDING
 DL5172'AND THE PARKING LOT.
 DL5172'
 DL5172'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5172'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5172'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5172'
 DL5172'THE STATION IS 40.5 M (132.9 FT) SOUTHWEST OF THE CENTERLINE OF SPORTS
 DL5172'DRIVE, 31.8 M (104.3 FT) NORTH OF THE NORTHEAST CORNER OF THE HEAVY
 DL5172'EQUIPMENT TECHNOLOGY BUILDING, 22.8 M (74.8 FT) SOUTH OF THE A LIGHT
 DL5172'POLE WITH SIGN --LOT NUMBER 48--, 1.6 M (5.2 FT) SOUTH OF THE BACK OF
 DL5172'CURB, 0.7 M (2.3 FT) NORTH OF A CARSONITE WITNESS POST.
 DL5172'
 DL5172'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
 DL5172
 DL5172                          STATION RECOVERY (2015)
 DL5172
 DL5172'RECOVERY NOTE BY FERRIS STATE UNI 2015 (MW)
 DL5172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5173 ***********************************************************************
 DL5173  DESIGNATION -  54602
 DL5173  PID         -  DL5173
 DL5173  STATE/COUNTY-  MI/MECOSTA
 DL5173  COUNTRY     -  US
 DL5173  USGS QUAD   -  BIG RAPIDS (2017)
 DL5173
 DL5173                         *CURRENT SURVEY CONTROL
 DL5173  ______________________________________________________________________
 DL5173* NAD 83(1986) POSITION- 43 41 02.4    (N) 085 29 07.1    (W)   HD_HELD2
 DL5173* NAVD 88 ORTHO HEIGHT -   298.906 (meters)      980.66  (feet) ADJUSTED
 DL5173  ______________________________________________________________________
 DL5173  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DL5173  DYNAMIC HEIGHT  -        298.851 (meters)      980.48  (feet) COMP
 DL5173  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 DL5173
 DL5173  VERT ORDER      -  SECOND    CLASS I
 DL5173
 DL5173.The horizontal coordinates were established by autonomous hand held GPS
 DL5173.observations and have an estimated accuracy of +/- 10 meters.
 DL5173
 DL5173.The orthometric height was determined by differential leveling and
 DL5173.adjusted by the NATIONAL GEODETIC SURVEY
 DL5173.in May 2016.
 DL5173
 DL5173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5173.GEOID18 height accuracy estimate available here.
 DL5173
 DL5173.Click photographs - Photos may exist for this station.
 DL5173
 DL5173.The dynamic height is computed by dividing the NAVD 88
 DL5173.geopotential number by the normal gravity value computed on the
 DL5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5173.degrees latitude (g = 980.6199 gals.).
 DL5173
 DL5173.The modeled gravity was interpolated from observed gravity values.
 DL5173
 DL5173;                    North         East    Units  Estimated Accuracy
 DL5173;SPC MI S     -   243,204.    3,909,806.      MT  (+/- 10 meters HH2 GPS)
 DL5173
 DL5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2208237891(NAD 83)
 DL5173
 DL5173                          SUPERSEDED SURVEY CONTROL
 DL5173
 DL5173  NAVD 88 (10/19/09)  298.911  (m)          980.68   (f) SUPERSEDED  1 2
 DL5173
 DL5173.Superseded values are not recommended for survey control.
 DL5173
 DL5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5173.See file dsdata.pdf to determine how the superseded data were derived.
 DL5173
 DL5173_MARKER: DD = SURVEY DISK
 DL5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5173_STAMPING: 54602 2007
 DL5173_MARK LOGO: MIDT
 DL5173_PROJECTION: FLUSH
 DL5173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5173+STABILITY: SURFACE MOTION
 DL5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5173+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DL5173
 DL5173  HISTORY     - Date     Condition        Report By
 DL5173  HISTORY     - 20071105 MONUMENTED       MIDT
 DL5173  HISTORY     - 20150930 GOOD             FERSU
 DL5173
 DL5173                          STATION DESCRIPTION
 DL5173
 DL5173'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5173'THE STATION IS LOCATED IN BIG RAPIDS MI, MECOSTA COUNTY ABOUT 16 MI
 DL5173'(25.7 KM) EAST OF BROHMAN, 8 MI (12.9 KM) WEST OF RODNEY, 6 MI (9.7
 DL5173'KM) SOUTH OF PARIS.
 DL5173'
 DL5173'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DL5173'GO EAST ON M-20 (PERRY AVENUE) FOR 1.3 MI (2.1 KM) TO FERRIS DRIVE TO
 DL5173'THE RIGHT, TURN RIGHT AND GO SOUTH THEN EAST ON FERRIS DRIVE FOR 0.6
 DL5173'MI (1.0 KM) TO THE STATION ON THE LEFT.
 DL5173'
 DL5173'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5173'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5173'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5173'
 DL5173'THE STATION IS 31.6 M (103.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DL5173'THE FERRIS UNIVERSITY PHARMACY BUILDING, 18.8 M (61.7 FT) WEST OF A
 DL5173'POWER POLE, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF FERRIS DRIVE,
 DL5173'1.0 M (3.3 FT) SOUTH OF A CARSONITE WITNESS POST.
 DL5173'
 DL5173'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
 DL5173
 DL5173                          STATION RECOVERY (2015)
 DL5173
 DL5173'RECOVERY NOTE BY FERRIS STATE UNI 2015 (MW)
 DL5173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5174 ***********************************************************************
 DL5174  DESIGNATION -  54603
 DL5174  PID         -  DL5174
 DL5174  STATE/COUNTY-  MI/MECOSTA
 DL5174  COUNTRY     -  US
 DL5174  USGS QUAD   -  BIG RAPIDS (2017)
 DL5174
 DL5174                         *CURRENT SURVEY CONTROL
 DL5174  ______________________________________________________________________
 DL5174* NAD 83(1986) POSITION- 43 41 25.2    (N) 085 28 54.0    (W)   HD_HELD2
 DL5174* NAVD 88 ORTHO HEIGHT -   298.669 (meters)      979.88  (feet) ADJUSTED
 DL5174  ______________________________________________________________________
 DL5174  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 DL5174  DYNAMIC HEIGHT  -        298.614 (meters)      979.70  (feet) COMP
 DL5174  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 DL5174
 DL5174  VERT ORDER      -  FIRST     CLASS II
 DL5174
 DL5174.The horizontal coordinates were established by autonomous hand held GPS
 DL5174.observations and have an estimated accuracy of +/- 10 meters.
 DL5174
 DL5174.The orthometric height was determined by differential leveling and
 DL5174.adjusted by the NATIONAL GEODETIC SURVEY
 DL5174.in October 2009.
 DL5174
 DL5174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5174.GEOID18 height accuracy estimate available here.
 DL5174
 DL5174.Click photographs - Photos may exist for this station.
 DL5174
 DL5174.The dynamic height is computed by dividing the NAVD 88
 DL5174.geopotential number by the normal gravity value computed on the
 DL5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5174.degrees latitude (g = 980.6199 gals.).
 DL5174
 DL5174.The modeled gravity was interpolated from observed gravity values.
 DL5174
 DL5174;                    North         East    Units  Estimated Accuracy
 DL5174;SPC MI S     -   243,903.    3,910,108.      MT  (+/- 10 meters HH2 GPS)
 DL5174
 DL5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2236338599(NAD 83)
 DL5174
 DL5174                          SUPERSEDED SURVEY CONTROL
 DL5174
 DL5174.No superseded survey control is available for this station.
 DL5174
 DL5174_MARKER: DD = SURVEY DISK
 DL5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5174_STAMPING: 54603 2007
 DL5174_MARK LOGO: MIDT
 DL5174_PROJECTION: FLUSH
 DL5174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5174+STABILITY: SURFACE MOTION
 DL5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5174+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DL5174
 DL5174  HISTORY     - Date     Condition        Report By
 DL5174  HISTORY     - 20071105 MONUMENTED       MIDT
 DL5174  HISTORY     - 20150930 GOOD             FERSU
 DL5174
 DL5174                          STATION DESCRIPTION
 DL5174
 DL5174'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5174'THE STATION IS LOCATED IN BIG RAPIDS MI, MECOSTA COUNTY ABOUT 17 MI
 DL5174'(27.4 KM) EAST OF BROHMAN, 8 MI (12.9 KM) WEST OF RODNEY, 6 MI (9.7
 DL5174'KM) SOUTH OF PARIS.
 DL5174'
 DL5174'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DL5174'GO EAST ON M-20 (PERRY AVENUE) FOR 1.9 MI (3.1 KM) TO THE INTERSECTION
 DL5174'OF M-20 (PERRY AVENUE) WITH M-20 (STATE STREET) TO THE NORTH, TURN
 DL5174'LEFT ON M-20 (STATE STREET) AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL5174'INTERSECTION OF M-20 (STATE STREET) WITH CEDAR STREET, TURN RIGHT ON
 DL5174'CEDAR STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF
 DL5174'CEDAR STREET WITH MICHIGAN AVENUE AND THE STATION IN THE SOUTHEAST
 DL5174'QUADRANT OF THE INTERSECTION.
 DL5174'
 DL5174'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5174'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5174'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5174'
 DL5174'THE STATION IS 13.3 M (43.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 DL5174'THE SCIENCE BUILDING, 14.5 M (47.6 FT) SOUTH OF A FIRE HYDRANT, 7.3 M
 DL5174'(24.0 FT) SOUTH OF THE CENTERLINE OF CEDAR STREET, 5 M (16.4 FT) EAST
 DL5174'OF A SERVICE ENTRANCE, 0.8 M (2.6 FT) NORTH OF A CARSONITE WITNESS
 DL5174'POST.
 DL5174
 DL5174                          STATION RECOVERY (2015)
 DL5174
 DL5174'RECOVERY NOTE BY FERRIS STATE UNI 2015 (MW)
 DL5174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5175 ***********************************************************************
 DL5175  DESIGNATION -  54604
 DL5175  PID         -  DL5175
 DL5175  STATE/COUNTY-  MI/MECOSTA
 DL5175  COUNTRY     -  US
 DL5175  USGS QUAD   -  BIG RAPIDS (2017)
 DL5175
 DL5175                         *CURRENT SURVEY CONTROL
 DL5175  ______________________________________________________________________
 DL5175* NAD 83(1986) POSITION- 43 42 32.7    (N) 085 29 02.7    (W)   HD_HELD2
 DL5175* NAVD 88 ORTHO HEIGHT -   279.047 (meters)      915.51  (feet) ADJUSTED
 DL5175  ______________________________________________________________________
 DL5175  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 DL5175  DYNAMIC HEIGHT  -        278.996 (meters)      915.34  (feet) COMP
 DL5175  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 DL5175
 DL5175  VERT ORDER      -  FIRST     CLASS II
 DL5175
 DL5175.The horizontal coordinates were established by autonomous hand held GPS
 DL5175.observations and have an estimated accuracy of +/- 10 meters.
 DL5175
 DL5175.The orthometric height was determined by differential leveling and
 DL5175.adjusted by the NATIONAL GEODETIC SURVEY
 DL5175.in October 2009.
 DL5175
 DL5175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5175.GEOID18 height accuracy estimate available here.
 DL5175
 DL5175.Click photographs - Photos may exist for this station.
 DL5175
 DL5175.The dynamic height is computed by dividing the NAVD 88
 DL5175.geopotential number by the normal gravity value computed on the
 DL5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5175.degrees latitude (g = 980.6199 gals.).
 DL5175
 DL5175.The modeled gravity was interpolated from observed gravity values.
 DL5175
 DL5175;                    North         East    Units  Estimated Accuracy
 DL5175;SPC MI S     -   245,989.    3,909,941.      MT  (+/- 10 meters HH2 GPS)
 DL5175
 DL5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2213040678(NAD 83)
 DL5175
 DL5175                          SUPERSEDED SURVEY CONTROL
 DL5175
 DL5175.No superseded survey control is available for this station.
 DL5175
 DL5175_MARKER: DD = SURVEY DISK
 DL5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5175_STAMPING: 54604 2007
 DL5175_MARK LOGO: MIDT
 DL5175_PROJECTION: FLUSH
 DL5175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5175+STABILITY: SURFACE MOTION
 DL5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5175+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 DL5175
 DL5175  HISTORY     - Date     Condition        Report By
 DL5175  HISTORY     - 20071105 MONUMENTED       MIDT
 DL5175
 DL5175                          STATION DESCRIPTION
 DL5175
 DL5175'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5175'THE STATION IS LOCATED IN BIG RAPIDS MI, MECOSTA COUNTY ABOUT 17 MI
 DL5175'(27.4 KM) EAST OF BROHMAN, 8 MI (12.9 KM) WEST OF RODNEY, 5 MI (8.0
 DL5175'KM) SOUTH OF PARIS.
 DL5175'
 DL5175'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DL5175'GO EAST ON M-20 (PERRY AVENUE) FOR 1.9 MI (3.1 KM) TO THE INTERSECTION
 DL5175'OF M-20 (PERRY AVENUE) WITH M-20 (STATE STREET) TO THE NORTH, TURN
 DL5175'LEFT ON M-20 (STATE STREET) AND GO NORTH FOR 1.5 MI (2.4 KM) AND THE
 DL5175'STATION ON THE RIGHT.
 DL5175'
 DL5175'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5175'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5175'DIAMETER CONCRETE POST SET TO A DEPTH OF 6 FT (1.8 M),
 DL5175'
 DL5175'THE STATION IS 52.5 M (172.2 FT) NORTH OF THE CENTERLINE OF PERE
 DL5175'MARQUETTE STREET, 20.8 M (68.2 FT) NORTHWEST OF THE NORTHWEST CORNER
 DL5175'OF THE HANCHET MANUFACTURING BUILDING, 8.0 M (26.2 FT) EAST OF THE
 DL5175'CENTERLINE OF NORTH STATE STREET, 4.4 M (14.4 FT) NORTH OF A
 DL5175'MONITORING WELL, 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST.
 DL5175'
 DL5175'NOTE--SEE OBSERVATION DIAGRAM FOR GPS PLANNING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5055 ***********************************************************************
 DL5055  DESIGNATION -  54605
 DL5055  PID         -  DL5055
 DL5055  STATE/COUNTY-  MI/MECOSTA
 DL5055  COUNTRY     -  US
 DL5055  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5055
 DL5055                         *CURRENT SURVEY CONTROL
 DL5055  ______________________________________________________________________
 DL5055* NAD 83(2011) POSITION- 43 47 59.15695(N) 085 31 21.86882(W)   ADJUSTED
 DL5055* NAD 83(2011) ELLIP HT-   264.747 (meters)        (06/27/12)   ADJUSTED
 DL5055* NAD 83(2011) EPOCH   -  2010.00
 DL5055* NAVD 88 ORTHO HEIGHT -   297.723 (meters)      976.78  (feet) ADJUSTED
 DL5055  ______________________________________________________________________
 DL5055  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 DL5055  NAD 83(2011) X  -    359,957.704 (meters)                     COMP
 DL5055  NAD 83(2011) Y  - -4,597,023.026 (meters)                     COMP
 DL5055  NAD 83(2011) Z  -  4,392,243.954 (meters)                     COMP
 DL5055  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 DL5055  DYNAMIC HEIGHT  -        297.673 (meters)      976.62  (feet) COMP
 DL5055  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DL5055
 DL5055  VERT ORDER      -  FIRST     CLASS II
 DL5055
 DL5055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5055  Standards:
 DL5055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5055  -------------------------------------------------------------------
 DL5055  NETWORK    0.28   0.47           0.13   0.09   0.24     -0.04763078
 DL5055  -------------------------------------------------------------------
 DL5055  Click here for local accuracies and other accuracy information.
 DL5055
 DL5055.The horizontal coordinates were established by GPS observations
 DL5055.and adjusted by the National Geodetic Survey in June 2012.
 DL5055
 DL5055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5055.been affixed to the stable North American tectonic plate. See 
 DL5055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5055
 DL5055.The horizontal coordinates are valid at the epoch date displayed above
 DL5055.which is a decimal equivalence of Year/Month/Day.
 DL5055
 DL5055.The orthometric height was determined by differential leveling and
 DL5055.adjusted by the NATIONAL GEODETIC SURVEY
 DL5055.in October 2009.
 DL5055
 DL5055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5055.GEOID18 height accuracy estimate available here.
 DL5055
 DL5055.Click photographs - Photos may exist for this station.
 DL5055
 DL5055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5055
 DL5055.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5055
 DL5055.The ellipsoidal height was determined by GPS observations
 DL5055.and is referenced to NAD 83.
 DL5055
 DL5055.The dynamic height is computed by dividing the NAVD 88
 DL5055.geopotential number by the normal gravity value computed on the
 DL5055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5055.degrees latitude (g = 980.6199 gals.).
 DL5055
 DL5055.The modeled gravity was interpolated from observed gravity values.
 DL5055
 DL5055. The following values were computed from the NAD 83(2011) position.
 DL5055
 DL5055;                    North         East     Units Scale Factor Converg.
 DL5055;SPC MI S     -   256,105.762 3,906,964.093   MT  1.00003451   -0 47 12.3
 DL5055;SPC MI S     -   840,242.00 12,818,123.66   iFT  1.00003451   -0 47 12.3
 DL5055;UTM  16      - 4,850,694.126   618,836.065   MT  0.99977370   +1 01 21.3
 DL5055
 DL5055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5055!SPC MI S     -   0.99995849  x   1.00003451  =   0.99999300
 DL5055!UTM  16      -   0.99995849  x   0.99977370  =   0.99973220
 DL5055
 DL5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1883650694(NAD 83)
 DL5055
 DL5055                          SUPERSEDED SURVEY CONTROL
 DL5055
 DL5055  NAD 83(2007)-  43 47 59.15726(N)    085 31 21.86957(W) AD(2002.00) B
 DL5055  ELLIP H (10/19/09)  264.764  (m)                       GP(2002.00) 1 1
 DL5055
 DL5055.Superseded values are not recommended for survey control.
 DL5055
 DL5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5055.See file dsdata.pdf to determine how the superseded data were derived.
 DL5055
 DL5055_MARKER: DD = SURVEY DISK
 DL5055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5055_STAMPING: 54605 2008
 DL5055_MARK LOGO: MIDT
 DL5055_PROJECTION: FLUSH
 DL5055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5055+STABILITY: SURFACE MOTION
 DL5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5055+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 DL5055
 DL5055  HISTORY     - Date     Condition        Report By
 DL5055  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5055  HISTORY     - 20120712 GOOD             WOOLPT
 DL5055  HISTORY     - 20210601 GOOD             MIDT
 DL5055
 DL5055                          STATION DESCRIPTION
 DL5055
 DL5055'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5055'TO REACH THE STATION FROM THE JUNCTION OF 220TH AVENUE WITH 23 MI
 DL5055'(37.0 KM) ROAD ABOUT 2 MI (3.2 KM) NORTH OF PARIS, MICHIGAN, GO SOUTH
 DL5055'ON 220TH AVENUE FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL5055'
 DL5055'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5055'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5055'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5055'
 DL5055'THE STATION IS 0.95 MI (1.5 KM) NORTH OF 22 MI (35.4 KM) ROAD, 92 FT
 DL5055'(28.0 M) NORTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '22925 220TH
 DL5055'AVENUE', 28 FT (8.5 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 12 FT
 DL5055'(3.7 M) EAST OF THE EDGE OF PAVEMENT OF 220TH AVENUE, 3.3 FT (1.0 M)
 DL5055'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL5055
 DL5055                          STATION RECOVERY (2012)
 DL5055
 DL5055'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 DL5055'RECOVERED IN GOOD CONDITION.
 DL5055
 DL5055                          STATION RECOVERY (2021)
 DL5055
 DL5055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5056 ***********************************************************************
 DL5056  DESIGNATION -  54606
 DL5056  PID         -  DL5056
 DL5056  STATE/COUNTY-  MI/MECOSTA
 DL5056  COUNTRY     -  US
 DL5056  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5056
 DL5056                         *CURRENT SURVEY CONTROL
 DL5056  ______________________________________________________________________
 DL5056* NAD 83(1986) POSITION- 43 46 33.87   (N) 085 31 22.36   (W)   HD_HELD1
 DL5056* NAVD 88 ORTHO HEIGHT -   295.987 (meters)      971.08  (feet) ADJUSTED
 DL5056  ______________________________________________________________________
 DL5056  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 DL5056  DYNAMIC HEIGHT  -        295.935 (meters)      970.91  (feet) COMP
 DL5056  MODELED GRAVITY -    980,437.4   (mgal)                       NAVD 88
 DL5056
 DL5056  VERT ORDER      -  FIRST     CLASS II
 DL5056
 DL5056.The horizontal coordinates were determined by differentially corrected
 DL5056.hand held GPS observations or other comparable positioning techniques
 DL5056.and have an estimated accuracy of +/- 3 meters.
 DL5056
 DL5056.The orthometric height was determined by differential leveling and
 DL5056.adjusted by the NATIONAL GEODETIC SURVEY
 DL5056.in October 2009.
 DL5056
 DL5056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5056.GEOID18 height accuracy estimate available here.
 DL5056
 DL5056.Click photographs - Photos may exist for this station.
 DL5056
 DL5056.The dynamic height is computed by dividing the NAVD 88
 DL5056.geopotential number by the normal gravity value computed on the
 DL5056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5056.degrees latitude (g = 980.6199 gals.).
 DL5056
 DL5056.The modeled gravity was interpolated from observed gravity values.
 DL5056
 DL5056;                    North         East    Units  Estimated Accuracy
 DL5056;SPC MI S     -   253,473.8   3,906,917.0     MT  (+/- 3 meters HH1 GPS) 
 DL5056
 DL5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1887248062(NAD 83)
 DL5056
 DL5056                          SUPERSEDED SURVEY CONTROL
 DL5056
 DL5056.No superseded survey control is available for this station.
 DL5056
 DL5056_MARKER: DD = SURVEY DISK
 DL5056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5056_STAMPING: 54606 2008
 DL5056_MARK LOGO: MIDT
 DL5056_PROJECTION: FLUSH
 DL5056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5056+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5056
 DL5056  HISTORY     - Date     Condition        Report By
 DL5056  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5056
 DL5056                          STATION DESCRIPTION
 DL5056
 DL5056'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5056'TO REACH THE STATION FROM THE JUNCTION OF 220TH AVENUE WITH 21 MI
 DL5056'(33.8 KM) ROAD ABOUT 1 MI (1.6 KM) WEST OF PARIS, MICHIGAN, GO NORTH
 DL5056'ON 220TH AVENUE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL5056'
 DL5056'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5056'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5056'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5056'
 DL5056'THE STATION IS 0.7 MI (1.1 KM) SOUTH OF 22 MI (35.4 KM) ROAD, 12.5 FT
 DL5056'(3.8 M) WEST OF A CORNER POST FOR A WOODEN FENCE, 8.5 FT (2.6 M) EAST
 DL5056'OF THE EDGE OF GRAVEL OF 220TH AVENUE, AND 1 FT (0.3 M) WEST OF AN
 DL5056'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5057 ***********************************************************************
 DL5057  DESIGNATION -  54607
 DL5057  PID         -  DL5057
 DL5057  STATE/COUNTY-  MI/MECOSTA
 DL5057  COUNTRY     -  US
 DL5057  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5057
 DL5057                         *CURRENT SURVEY CONTROL
 DL5057  ______________________________________________________________________
 DL5057* NAD 83(1986) POSITION- 43 45 24.71   (N) 085 31 20.02   (W)   HD_HELD1
 DL5057* NAVD 88 ORTHO HEIGHT -   317.045 (meters)     1040.17  (feet) ADJUSTED
 DL5057  ______________________________________________________________________
 DL5057  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DL5057  DYNAMIC HEIGHT  -        316.990 (meters)     1039.99  (feet) COMP
 DL5057  MODELED GRAVITY -    980,434.8   (mgal)                       NAVD 88
 DL5057
 DL5057  VERT ORDER      -  FIRST     CLASS II
 DL5057
 DL5057.The horizontal coordinates were determined by differentially corrected
 DL5057.hand held GPS observations or other comparable positioning techniques
 DL5057.and have an estimated accuracy of +/- 3 meters.
 DL5057
 DL5057.The orthometric height was determined by differential leveling and
 DL5057.adjusted by the NATIONAL GEODETIC SURVEY
 DL5057.in October 2009.
 DL5057
 DL5057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5057.GEOID18 height accuracy estimate available here.
 DL5057
 DL5057.Click photographs - Photos may exist for this station.
 DL5057
 DL5057.The dynamic height is computed by dividing the NAVD 88
 DL5057.geopotential number by the normal gravity value computed on the
 DL5057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5057.degrees latitude (g = 980.6199 gals.).
 DL5057
 DL5057.The modeled gravity was interpolated from observed gravity values.
 DL5057
 DL5057;                    North         East    Units  Estimated Accuracy
 DL5057;SPC MI S     -   251,338.8   3,906,940.0     MT  (+/- 3 meters HH1 GPS) 
 DL5057
 DL5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1896245929(NAD 83)
 DL5057
 DL5057                          SUPERSEDED SURVEY CONTROL
 DL5057
 DL5057.No superseded survey control is available for this station.
 DL5057
 DL5057_MARKER: DD = SURVEY DISK
 DL5057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5057_STAMPING: 54607 2008
 DL5057_MARK LOGO: MIDT
 DL5057_PROJECTION: FLUSH
 DL5057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5057+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5057
 DL5057  HISTORY     - Date     Condition        Report By
 DL5057  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5057
 DL5057                          STATION DESCRIPTION
 DL5057
 DL5057'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5057'THE STATION IS LOCATED IN THE SOUTHEAST JUNCTION OF 220TH AVENUE WITH
 DL5057'20 MI (32.2 KM) ROAD ABOUT 5 MI (8.0 KM) NORTH OF BIG RAPIDS,
 DL5057'MICHIGAN.
 DL5057'
 DL5057'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5057'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5057'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5057'
 DL5057'THE STATION IS 0.1 MI (0.2 KM) WEST OF DRIVEWAY OPENING '21885 20 MI
 DL5057'(32.2 KM) ROAD', 225' EAST OF 220TH AVENUE, 7.5 FT (2.3 M) SOUTH OF
 DL5057'THE EDGE OF GRAVEL OF 20 MI (32.2 KM) ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5058 ***********************************************************************
 DL5058  DESIGNATION -  54608
 DL5058  PID         -  DL5058
 DL5058  STATE/COUNTY-  MI/MECOSTA
 DL5058  COUNTRY     -  US
 DL5058  USGS QUAD   -  WOODVILLE NE (2017)
 DL5058
 DL5058                         *CURRENT SURVEY CONTROL
 DL5058  ______________________________________________________________________
 DL5058* NAD 83(2011) POSITION- 43 44 34.40957(N) 085 31 23.86384(W)   ADJUSTED
 DL5058* NAD 83(2011) ELLIP HT-   265.894 (meters)        (06/27/12)   ADJUSTED
 DL5058* NAD 83(2011) EPOCH   -  2010.00
 DL5058* NAVD 88 ORTHO HEIGHT -   298.869 (meters)      980.54  (feet) ADJUSTED
 DL5058  ______________________________________________________________________
 DL5058  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 DL5058  NAD 83(2011) X  -    360,254.531 (meters)                     COMP
 DL5058  NAD 83(2011) Y  - -4,601,385.668 (meters)                     COMP
 DL5058  NAD 83(2011) Z  -  4,387,681.441 (meters)                     COMP
 DL5058  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 DL5058  DYNAMIC HEIGHT  -        298.816 (meters)      980.37  (feet) COMP
 DL5058  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 DL5058
 DL5058  VERT ORDER      -  FIRST     CLASS II
 DL5058
 DL5058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5058  Standards:
 DL5058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5058  -------------------------------------------------------------------
 DL5058  NETWORK    0.34   0.61           0.16   0.11   0.31     -0.00737271
 DL5058  -------------------------------------------------------------------
 DL5058  Click here for local accuracies and other accuracy information.
 DL5058
 DL5058.The horizontal coordinates were established by GPS observations
 DL5058.and adjusted by the National Geodetic Survey in June 2012.
 DL5058
 DL5058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5058.been affixed to the stable North American tectonic plate. See 
 DL5058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5058
 DL5058.The horizontal coordinates are valid at the epoch date displayed above
 DL5058.which is a decimal equivalence of Year/Month/Day.
 DL5058
 DL5058.The orthometric height was determined by differential leveling and
 DL5058.adjusted by the NATIONAL GEODETIC SURVEY
 DL5058.in October 2009.
 DL5058
 DL5058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5058.GEOID18 height accuracy estimate available here.
 DL5058
 DL5058.Click photographs - Photos may exist for this station.
 DL5058
 DL5058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5058
 DL5058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5058
 DL5058.The ellipsoidal height was determined by GPS observations
 DL5058.and is referenced to NAD 83.
 DL5058
 DL5058.The dynamic height is computed by dividing the NAVD 88
 DL5058.geopotential number by the normal gravity value computed on the
 DL5058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5058.degrees latitude (g = 980.6199 gals.).
 DL5058
 DL5058.The modeled gravity was interpolated from observed gravity values.
 DL5058
 DL5058. The following values were computed from the NAD 83(2011) position.
 DL5058
 DL5058;                    North         East     Units Scale Factor Converg.
 DL5058;SPC MI S     -   249,787.628 3,906,832.687   MT  1.00001910   -0 47 13.6
 DL5058;SPC MI S     -   819,513.22 12,817,692.54   iFT  1.00001910   -0 47 13.6
 DL5058;UTM  16      - 4,844,376.591   618,904.134   MT  0.99977390   +1 01 16.1
 DL5058
 DL5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5058!SPC MI S     -   0.99995831  x   1.00001910  =   0.99997741
 DL5058!UTM  16      -   0.99995831  x   0.99977390  =   0.99973222
 DL5058
 DL5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1890444376(NAD 83)
 DL5058
 DL5058                          SUPERSEDED SURVEY CONTROL
 DL5058
 DL5058  NAD 83(2007)-  43 44 34.40984(N)    085 31 23.86455(W) AD(2002.00) B
 DL5058  ELLIP H (10/23/09)  265.908  (m)                       GP(2002.00) 3 1
 DL5058
 DL5058.Superseded values are not recommended for survey control.
 DL5058
 DL5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5058.See file dsdata.pdf to determine how the superseded data were derived.
 DL5058
 DL5058_MARKER: DD = SURVEY DISK
 DL5058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5058_STAMPING: 54608 2008
 DL5058_MARK LOGO: MIDT
 DL5058_PROJECTION: FLUSH
 DL5058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5058+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2024
 DL5058
 DL5058  HISTORY     - Date     Condition        Report By
 DL5058  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5058  HISTORY     - 20240604 GOOD             COLEM
 DL5058
 DL5058                          STATION DESCRIPTION
 DL5058
 DL5058'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5058'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL5058'BUSINESS US HIGHWAY 131 WITH 220TH AVENUE ABOUT 4 MI (6.4 KM) NORTH OF
 DL5058'BIG RAPIDS, MICHIGAN.
 DL5058'
 DL5058'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5058'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5058'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5058'
 DL5058'THE STATION IS 20 FT (6.1 M) NORTH OF BUSINESS US 131 20 FT (6.1 M)
 DL5058'EAST OF 220TH AVENUE, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE
 DL5058'WITNESS POST.
 DL5058
 DL5058                          STATION RECOVERY (2024)
 DL5058
 DL5058'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2024 (MB)
 DL5058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5059 ***********************************************************************
 DL5059  DESIGNATION -  54609
 DL5059  PID         -  DL5059
 DL5059  STATE/COUNTY-  MI/MECOSTA
 DL5059  COUNTRY     -  US
 DL5059  USGS QUAD   -  WOODVILLE NE (2017)
 DL5059
 DL5059                         *CURRENT SURVEY CONTROL
 DL5059  ______________________________________________________________________
 DL5059* NAD 83(1986) POSITION- 43 43 42.06   (N) 085 31 25.85   (W)   HD_HELD1
 DL5059* NAVD 88 ORTHO HEIGHT -   315.885 (meters)     1036.37  (feet) ADJUSTED
 DL5059  ______________________________________________________________________
 DL5059  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DL5059  DYNAMIC HEIGHT  -        315.828 (meters)     1036.18  (feet) COMP
 DL5059  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DL5059
 DL5059  VERT ORDER      -  FIRST     CLASS II
 DL5059
 DL5059.The horizontal coordinates were determined by differentially corrected
 DL5059.hand held GPS observations or other comparable positioning techniques
 DL5059.and have an estimated accuracy of +/- 3 meters.
 DL5059
 DL5059.The orthometric height was determined by differential leveling and
 DL5059.adjusted by the NATIONAL GEODETIC SURVEY
 DL5059.in October 2009.
 DL5059
 DL5059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5059.GEOID18 height accuracy estimate available here.
 DL5059
 DL5059.Click photographs - Photos may exist for this station.
 DL5059
 DL5059.The dynamic height is computed by dividing the NAVD 88
 DL5059.geopotential number by the normal gravity value computed on the
 DL5059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5059.degrees latitude (g = 980.6199 gals.).
 DL5059
 DL5059.The modeled gravity was interpolated from observed gravity values.
 DL5059
 DL5059;                    North         East    Units  Estimated Accuracy
 DL5059;SPC MI S     -   248,172.7   3,906,766.0     MT  (+/- 3 meters HH1 GPS) 
 DL5059
 DL5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1888842760(NAD 83)
 DL5059
 DL5059                          SUPERSEDED SURVEY CONTROL
 DL5059
 DL5059.No superseded survey control is available for this station.
 DL5059
 DL5059_MARKER: DD = SURVEY DISK
 DL5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5059_STAMPING: 54609 2008
 DL5059_MARK LOGO: MIDT
 DL5059_PROJECTION: FLUSH
 DL5059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5059+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5059
 DL5059  HISTORY     - Date     Condition        Report By
 DL5059  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5059
 DL5059                          STATION DESCRIPTION
 DL5059
 DL5059'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5059'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF 18
 DL5059'MI (29.0 KM) ROAD WITH 220TH AVENUE ABOUT 3 MI (4.8 KM) NORTH OF BIG
 DL5059'RAPIDS, MICHIGAN.
 DL5059'
 DL5059'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5059'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5059'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5059'
 DL5059'THE STATION IS 46 FT (14.0 M) WEST OF THE EDGE OF CURB OF 220TH
 DL5059'AVENUE, 8 FT (2.4 M) NORTH OF THE EDGE OF PAVEMENT OF 18 MI (29.0 KM)
 DL5059'ROAD, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5061 ***********************************************************************
 DL5061  DESIGNATION -  54611
 DL5061  PID         -  DL5061
 DL5061  STATE/COUNTY-  MI/MECOSTA
 DL5061  COUNTRY     -  US
 DL5061  USGS QUAD   -  WOODVILLE NE (2017)
 DL5061
 DL5061                         *CURRENT SURVEY CONTROL
 DL5061  ______________________________________________________________________
 DL5061* NAD 83(1986) POSITION- 43 41 15.58   (N) 085 31 02.64   (W)   HD_HELD1
 DL5061* NAVD 88 ORTHO HEIGHT -   317.329 (meters)     1041.10  (feet) ADJUSTED
 DL5061  ______________________________________________________________________
 DL5061  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 DL5061  DYNAMIC HEIGHT  -        317.271 (meters)     1040.91  (feet) COMP
 DL5061  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 DL5061
 DL5061  VERT ORDER      -  FIRST     CLASS II
 DL5061
 DL5061.The horizontal coordinates were determined by differentially corrected
 DL5061.hand held GPS observations or other comparable positioning techniques
 DL5061.and have an estimated accuracy of +/- 3 meters.
 DL5061
 DL5061.The orthometric height was determined by differential leveling and
 DL5061.adjusted by the NATIONAL GEODETIC SURVEY
 DL5061.in October 2009.
 DL5061
 DL5061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5061.GEOID18 height accuracy estimate available here.
 DL5061
 DL5061.Click photographs - Photos may exist for this station.
 DL5061
 DL5061.The dynamic height is computed by dividing the NAVD 88
 DL5061.geopotential number by the normal gravity value computed on the
 DL5061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5061.degrees latitude (g = 980.6199 gals.).
 DL5061
 DL5061.The modeled gravity was interpolated from observed gravity values.
 DL5061
 DL5061;                    North         East    Units  Estimated Accuracy
 DL5061;SPC MI S     -   243,645.1   3,907,223.7     MT  (+/- 3 meters HH1 GPS) 
 DL5061
 DL5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1948838250(NAD 83)
 DL5061
 DL5061                          SUPERSEDED SURVEY CONTROL
 DL5061
 DL5061.No superseded survey control is available for this station.
 DL5061
 DL5061_MARKER: DD = SURVEY DISK
 DL5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5061_STAMPING: 54611 2008
 DL5061_MARK LOGO: MIDT
 DL5061_PROJECTION: FLUSH
 DL5061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5061+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5061
 DL5061  HISTORY     - Date     Condition        Report By
 DL5061  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5061
 DL5061                          STATION DESCRIPTION
 DL5061
 DL5061'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5061'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL5061'BUSINESS US HIGHWAY 131 (STATE HIGHWAY 20/PERRY AVENUE) WITH THE ON
 DL5061'RAMP FOR THE NORTHBOUND LANES OF US HIGHWAY 131.
 DL5061'
 DL5061'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5061'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5061'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5061'
 DL5061'THE STATION IS 0.3 MI (0.5 KM) WEST OF 215TH AVENUE/WALDRON WAY, 140
 DL5061'FT (42.7 M) EAST OF THE EDGE OF CURB OF THE ON RAMP TO NORTHBOUND US
 DL5061'HIGHWAY 131, 63 FT (19.2 M) NORTH OF THE EDGE OF PAVEMENT OF BUSINESS
 DL5061'131 (STATE HIGHWAY 20/PERRY AVENUE), 24 FT (7.3 M) SOUTHWEST OF A
 DL5061'RIGHT-OF-WAY FENCE, AND 24 FT (7.3 M) SOUTHWEST OF AN ORANGE CARSONITE
 DL5061'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5062 ***********************************************************************
 DL5062  DESIGNATION -  54612
 DL5062  PID         -  DL5062
 DL5062  STATE/COUNTY-  MI/MECOSTA
 DL5062  COUNTRY     -  US
 DL5062  USGS QUAD   -  WOODVILLE NE (2017)
 DL5062
 DL5062                         *CURRENT SURVEY CONTROL
 DL5062  ______________________________________________________________________
 DL5062* NAD 83(1986) POSITION- 43 40 24.54   (N) 085 31 11.73   (W)   HD_HELD1
 DL5062* NAVD 88 ORTHO HEIGHT -   326.367 (meters)     1070.76  (feet) ADJUSTED
 DL5062  ______________________________________________________________________
 DL5062  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 DL5062  DYNAMIC HEIGHT  -        326.307 (meters)     1070.56  (feet) COMP
 DL5062  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 DL5062
 DL5062  VERT ORDER      -  FIRST     CLASS II
 DL5062
 DL5062.The horizontal coordinates were determined by differentially corrected
 DL5062.hand held GPS observations or other comparable positioning techniques
 DL5062.and have an estimated accuracy of +/- 3 meters.
 DL5062
 DL5062.The orthometric height was determined by differential leveling and
 DL5062.adjusted by the NATIONAL GEODETIC SURVEY
 DL5062.in October 2009.
 DL5062
 DL5062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5062.GEOID18 height accuracy estimate available here.
 DL5062
 DL5062.Click photographs - Photos may exist for this station.
 DL5062
 DL5062.The dynamic height is computed by dividing the NAVD 88
 DL5062.geopotential number by the normal gravity value computed on the
 DL5062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5062.degrees latitude (g = 980.6199 gals.).
 DL5062
 DL5062.The modeled gravity was interpolated from observed gravity values.
 DL5062
 DL5062;                    North         East    Units  Estimated Accuracy
 DL5062;SPC MI S     -   242,072.8   3,906,998.5     MT  (+/- 3 meters HH1 GPS) 
 DL5062
 DL5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1931336672(NAD 83)
 DL5062
 DL5062                          SUPERSEDED SURVEY CONTROL
 DL5062
 DL5062.No superseded survey control is available for this station.
 DL5062
 DL5062_MARKER: DD = SURVEY DISK
 DL5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5062_STAMPING: 54612 2008
 DL5062_MARK LOGO: MIDT
 DL5062_PROJECTION: FLUSH
 DL5062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5062+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DL5062
 DL5062  HISTORY     - Date     Condition        Report By
 DL5062  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5062
 DL5062                          STATION DESCRIPTION
 DL5062
 DL5062'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5062'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS US HIGHWAY 131
 DL5062'(STATE HIGHWAY 20/PERRY AVENUE) WITH US HIGHWAY 131 (EXIT 139) ABOUT 1
 DL5062'MI (1.6 KM) WEST OF BIG RAPIDS, MICHIGAN, GO SOUTH ON US HIGHWAY 131
 DL5062'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DL5062'
 DL5062'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5062'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5062'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5062'
 DL5062'THE STATION IS SET IN THE MEDIAN OF US HIGHWAY 131, 62 FT (18.9 M)
 DL5062'NORTH OF THE EDGE OF PAVEMENT OF A MEDIAN CROSS-OVER, 52 FT (15.8 M)
 DL5062'WEST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF US HIGHWAY
 DL5062'131, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5063 ***********************************************************************
 DL5063  DESIGNATION -  54613
 DL5063  PID         -  DL5063
 DL5063  STATE/COUNTY-  MI/MECOSTA
 DL5063  COUNTRY     -  US
 DL5063  USGS QUAD   -  WOODVILLE NE (2017)
 DL5063
 DL5063                         *CURRENT SURVEY CONTROL
 DL5063  ______________________________________________________________________
 DL5063* NAD 83(1986) POSITION- 43 39 25.05   (N) 085 31 15.28   (W)   HD_HELD1
 DL5063* NAVD 88 ORTHO HEIGHT -   310.361 (meters)     1018.24  (feet) ADJUSTED
 DL5063  ______________________________________________________________________
 DL5063  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 DL5063  DYNAMIC HEIGHT  -        310.303 (meters)     1018.05  (feet) COMP
 DL5063  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DL5063
 DL5063  VERT ORDER      -  FIRST     CLASS II
 DL5063
 DL5063.The horizontal coordinates were determined by differentially corrected
 DL5063.hand held GPS observations or other comparable positioning techniques
 DL5063.and have an estimated accuracy of +/- 3 meters.
 DL5063
 DL5063.The orthometric height was determined by differential leveling and
 DL5063.adjusted by the NATIONAL GEODETIC SURVEY
 DL5063.in October 2009.
 DL5063
 DL5063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5063.GEOID18 height accuracy estimate available here.
 DL5063
 DL5063.Click photographs - Photos may exist for this station.
 DL5063
 DL5063.The dynamic height is computed by dividing the NAVD 88
 DL5063.geopotential number by the normal gravity value computed on the
 DL5063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5063.degrees latitude (g = 980.6199 gals.).
 DL5063
 DL5063.The modeled gravity was interpolated from observed gravity values.
 DL5063
 DL5063;                    North         East    Units  Estimated Accuracy
 DL5063;SPC MI S     -   240,238.1   3,906,893.8     MT  (+/- 3 meters HH1 GPS) 
 DL5063
 DL5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1926634835(NAD 83)
 DL5063
 DL5063                          SUPERSEDED SURVEY CONTROL
 DL5063
 DL5063.No superseded survey control is available for this station.
 DL5063
 DL5063_MARKER: DD = SURVEY DISK
 DL5063_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5063_SP_SET: BRIDGE ABUTMENT
 DL5063_STAMPING: 54613 2008
 DL5063_MARK LOGO: MIDT
 DL5063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5063+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DL5063
 DL5063  HISTORY     - Date     Condition        Report By
 DL5063  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5063  HISTORY     - 20110314 GOOD             SPICE
 DL5063
 DL5063                          STATION DESCRIPTION
 DL5063
 DL5063'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5063'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF US
 DL5063'HIGHWAY 131 WITH 13 MI (20.9 KM) ROAD ABOUT 3.5 MI (5.6 KM) SOUTHWEST
 DL5063'OF BIG RAPIDS, MICHIGAN.
 DL5063'
 DL5063'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5063'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 DL5063'ABUTMENT OF THE US HIGHWAY 131 BRIDGE 'S07-54014' OVER 13 MI (20.9 KM)
 DL5063'ROAD.
 DL5063'
 DL5063'THE STATION IS 4.5 FT (1.4 M) WEST OF A GUARD RAIL, 4 FT (1.2 M) WEST
 DL5063'OF THE EDGE OF CURB OF THE SOUTHBOUND LANES OF US HIGHWAY 131.
 DL5063'
 DL5063'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5063
 DL5063                          STATION RECOVERY (2011)
 DL5063
 DL5063'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5064 ***********************************************************************
 DL5064  DESIGNATION -  54614
 DL5064  PID         -  DL5064
 DL5064  STATE/COUNTY-  MI/MECOSTA
 DL5064  COUNTRY     -  US
 DL5064  USGS QUAD   -  WOODVILLE NE (2017)
 DL5064
 DL5064                         *CURRENT SURVEY CONTROL
 DL5064  ______________________________________________________________________
 DL5064* NAD 83(1986) POSITION- 43 38 26.08   (N) 085 30 39.73   (W)   HD_HELD1
 DL5064* NAVD 88 ORTHO HEIGHT -   314.224 (meters)     1030.92  (feet) ADJUSTED
 DL5064  ______________________________________________________________________
 DL5064  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 DL5064  DYNAMIC HEIGHT  -        314.165 (meters)     1030.72  (feet) COMP
 DL5064  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 DL5064
 DL5064  VERT ORDER      -  FIRST     CLASS II
 DL5064
 DL5064.The horizontal coordinates were determined by differentially corrected
 DL5064.hand held GPS observations or other comparable positioning techniques
 DL5064.and have an estimated accuracy of +/- 3 meters.
 DL5064
 DL5064.The orthometric height was determined by differential leveling and
 DL5064.adjusted by the NATIONAL GEODETIC SURVEY
 DL5064.in October 2009.
 DL5064
 DL5064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5064.GEOID18 height accuracy estimate available here.
 DL5064
 DL5064.Click photographs - Photos may exist for this station.
 DL5064
 DL5064.The dynamic height is computed by dividing the NAVD 88
 DL5064.geopotential number by the normal gravity value computed on the
 DL5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5064.degrees latitude (g = 980.6199 gals.).
 DL5064
 DL5064.The modeled gravity was interpolated from observed gravity values.
 DL5064
 DL5064;                    North         East    Units  Estimated Accuracy
 DL5064;SPC MI S     -   238,407.4   3,907,665.6     MT  (+/- 3 meters HH1 GPS) 
 DL5064
 DL5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2009533030(NAD 83)
 DL5064
 DL5064                          SUPERSEDED SURVEY CONTROL
 DL5064
 DL5064.No superseded survey control is available for this station.
 DL5064
 DL5064_MARKER: DD = SURVEY DISK
 DL5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5064_STAMPING: 54614 2008
 DL5064_MARK LOGO: MIDT
 DL5064_PROJECTION: FLUSH
 DL5064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5064+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DL5064
 DL5064  HISTORY     - Date     Condition        Report By
 DL5064  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5064  HISTORY     - 20110314 GOOD             SPICE
 DL5064
 DL5064                          STATION DESCRIPTION
 DL5064
 DL5064'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5064'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS US HIGHWAY 131
 DL5064'(STATE HIGHWAY 20/PERRY AVENUE) WITH US HIGHWAY 131 (EXIT 139) ABOUT 1
 DL5064'MI (1.6 KM) WEST OF BIG RAPIDS, MICHIGAN, GO SOUTH ON US HIGHWAY 131
 DL5064'FOR 3.1 MI (5.0 KM) TO 12 MI (19.3 KM) ROAD, CONTINUE SOUTH ON US
 DL5064'HIGHWAY 131 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL5064'
 DL5064'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5064'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5064'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5064'
 DL5064'THE STATION IS 83 FT (25.3 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 DL5064'LANES OF US HIGHWAY 131, 60 FT (18.3 M) NORTH OF THE CENTER OF A
 DL5064'MEDIAN CROSS-OVER, AND 3.3 FT (1.0 M) SOUTHWEST OF AN ORANGE CARSONITE
 DL5064'WITNESS POST.
 DL5064
 DL5064                          STATION RECOVERY (2011)
 DL5064
 DL5064'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5065 ***********************************************************************
 DL5065  DESIGNATION -  54615
 DL5065  PID         -  DL5065
 DL5065  STATE/COUNTY-  MI/MECOSTA
 DL5065  COUNTRY     -  US
 DL5065  USGS QUAD   -  WOODVILLE NE (2017)
 DL5065
 DL5065                         *CURRENT SURVEY CONTROL
 DL5065  ______________________________________________________________________
 DL5065* NAD 83(2011) POSITION- 43 37 33.58759(N) 085 30 04.99196(W)   ADJUSTED
 DL5065* NAD 83(2011) ELLIP HT-   254.223 (meters)        (06/27/12)   ADJUSTED
 DL5065* NAD 83(2011) EPOCH   -  2010.00
 DL5065* NAVD 88 ORTHO HEIGHT -   287.146 (meters)      942.08  (feet) ADJUSTED
 DL5065  ______________________________________________________________________
 DL5065  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 DL5065  NAD 83(2011) X  -    362,716.954 (meters)                     COMP
 DL5065  NAD 83(2011) Y  - -4,610,182.346 (meters)                     COMP
 DL5065  NAD 83(2011) Z  -  4,378,280.849 (meters)                     COMP
 DL5065  LAPLACE CORR    -          3.79  (seconds)                    DEFLEC18
 DL5065  DYNAMIC HEIGHT  -        287.092 (meters)      941.90  (feet) COMP
 DL5065  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DL5065
 DL5065  VERT ORDER      -  FIRST     CLASS II
 DL5065
 DL5065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5065  Standards:
 DL5065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5065  -------------------------------------------------------------------
 DL5065  NETWORK    0.25   0.47           0.12   0.08   0.24      0.01667276
 DL5065  -------------------------------------------------------------------
 DL5065  Click here for local accuracies and other accuracy information.
 DL5065
 DL5065.The horizontal coordinates were established by GPS observations
 DL5065.and adjusted by the National Geodetic Survey in June 2012.
 DL5065
 DL5065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5065.been affixed to the stable North American tectonic plate. See 
 DL5065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5065
 DL5065.The horizontal coordinates are valid at the epoch date displayed above
 DL5065.which is a decimal equivalence of Year/Month/Day.
 DL5065
 DL5065.The orthometric height was determined by differential leveling and
 DL5065.adjusted by the NATIONAL GEODETIC SURVEY
 DL5065.in October 2009.
 DL5065
 DL5065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5065.GEOID18 height accuracy estimate available here.
 DL5065
 DL5065.Click photographs - Photos may exist for this station.
 DL5065
 DL5065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5065
 DL5065.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5065
 DL5065.The ellipsoidal height was determined by GPS observations
 DL5065.and is referenced to NAD 83.
 DL5065
 DL5065.The dynamic height is computed by dividing the NAVD 88
 DL5065.geopotential number by the normal gravity value computed on the
 DL5065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5065.degrees latitude (g = 980.6199 gals.).
 DL5065
 DL5065.The modeled gravity was interpolated from observed gravity values.
 DL5065
 DL5065. The following values were computed from the NAD 83(2011) position.
 DL5065
 DL5065;                    North         East     Units Scale Factor Converg.
 DL5065;SPC MI S     -   236,776.990 3,908,422.314   MT  0.99999054   -0 46 20.0
 DL5065;SPC MI S     -   776,827.40 12,822,907.85   iFT  0.99999054   -0 46 20.0
 DL5065;UTM  16      - 4,831,425.507   620,902.844   MT  0.99977980   +1 02 02.7
 DL5065
 DL5065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5065!SPC MI S     -   0.99996014  x   0.99999054  =   0.99995068
 DL5065!UTM  16      -   0.99996014  x   0.99977980  =   0.99973995
 DL5065
 DL5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2090231425(NAD 83)
 DL5065
 DL5065                          SUPERSEDED SURVEY CONTROL
 DL5065
 DL5065  NAD 83(2007)-  43 37 33.58785(N)    085 30 04.99264(W) AD(2002.00) B
 DL5065  ELLIP H (10/23/09)  254.236  (m)                       GP(2002.00) 3 1
 DL5065
 DL5065.Superseded values are not recommended for survey control.
 DL5065
 DL5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5065.See file dsdata.pdf to determine how the superseded data were derived.
 DL5065
 DL5065_MARKER: DD = SURVEY DISK
 DL5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5065_STAMPING: 54615 2008
 DL5065_MARK LOGO: MIDT
 DL5065_PROJECTION: FLUSH
 DL5065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5065+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 DL5065
 DL5065  HISTORY     - Date     Condition        Report By
 DL5065  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5065  HISTORY     - 20110314 GOOD             SPICE
 DL5065  HISTORY     - 20200617 GOOD             MIDT
 DL5065
 DL5065                          STATION DESCRIPTION
 DL5065
 DL5065'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5065'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 WITH US
 DL5065'HIGHWAY 131 (EXIT 131) ABOUT 1 MI (1.6 KM) WEST OF STANWOOD, MICHIGAN,
 DL5065'GO NORTH ON US HIGHWAY 131 FOR 2.6 MI (4.2 KM) TO HAYES ROAD, CONTINUE
 DL5065'NORTH ON US HIGHWAY 131 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DL5065'LEFT.
 DL5065'
 DL5065'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5065'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5065'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5065'
 DL5065'THE STATION IS SET IN THE MEDIAN OF US HIGHWAY 131, 0.1 MI (0.2 KM)
 DL5065'SOUTH OF 11 MI (17.7 KM) ROAD, 105 FT (32.0 M) EAST OF THE EDGE OF
 DL5065'PAVEMENT OF THE SOUTHBOUND LANES OF US HIGHWAY 131, 27 FT (8.2 M)
 DL5065'NORTH OF THE EDGE OF PAVEMENT OF A MEDIAN CROSS-OVER, AND 3.3 FT (1.0
 DL5065'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5065
 DL5065                          STATION RECOVERY (2011)
 DL5065
 DL5065'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5065'RECOVERED IN GOOD CONDITION.
 DL5065
 DL5065                          STATION RECOVERY (2020)
 DL5065
 DL5065'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5065'THE MARK IS 32 FT (9.8 M) NORTH OF THE EDGE OF PAVEMENT OF A MEDIAN
 DL5065'CROSS-OVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5066 ***********************************************************************
 DL5066  DESIGNATION -  54616
 DL5066  PID         -  DL5066
 DL5066  STATE/COUNTY-  MI/MECOSTA
 DL5066  COUNTRY     -  US
 DL5066  USGS QUAD   -  STANWOOD (2017)
 DL5066
 DL5066                         *CURRENT SURVEY CONTROL
 DL5066  ______________________________________________________________________
 DL5066* NAD 83(1986) POSITION- 43 36 14.08   (N) 085 29 31.36   (W)   HD_HELD1
 DL5066* NAVD 88 ORTHO HEIGHT -   272.006 (meters)      892.41  (feet) ADJUSTED
 DL5066  ______________________________________________________________________
 DL5066  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 DL5066  DYNAMIC HEIGHT  -        271.954 (meters)      892.24  (feet) COMP
 DL5066  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 DL5066
 DL5066  VERT ORDER      -  FIRST     CLASS II
 DL5066
 DL5066.The horizontal coordinates were determined by differentially corrected
 DL5066.hand held GPS observations or other comparable positioning techniques
 DL5066.and have an estimated accuracy of +/- 3 meters.
 DL5066
 DL5066.The orthometric height was determined by differential leveling and
 DL5066.adjusted by the NATIONAL GEODETIC SURVEY
 DL5066.in October 2009.
 DL5066
 DL5066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5066.GEOID18 height accuracy estimate available here.
 DL5066
 DL5066.Click photographs - Photos may exist for this station.
 DL5066
 DL5066.The dynamic height is computed by dividing the NAVD 88
 DL5066.geopotential number by the normal gravity value computed on the
 DL5066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5066.degrees latitude (g = 980.6199 gals.).
 DL5066
 DL5066.The modeled gravity was interpolated from observed gravity values.
 DL5066
 DL5066;                    North         East    Units  Estimated Accuracy
 DL5066;SPC MI S     -   234,313.3   3,909,143.4     MT  (+/- 3 meters HH1 GPS) 
 DL5066
 DL5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2170128986(NAD 83)
 DL5066
 DL5066                          SUPERSEDED SURVEY CONTROL
 DL5066
 DL5066.No superseded survey control is available for this station.
 DL5066
 DL5066_MARKER: DD = SURVEY DISK
 DL5066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5066_STAMPING: 54616 2008
 DL5066_MARK LOGO: MIDT
 DL5066_PROJECTION: FLUSH
 DL5066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5066+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DL5066
 DL5066  HISTORY     - Date     Condition        Report By
 DL5066  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5066  HISTORY     - 20110314 GOOD             SPICE
 DL5066  HISTORY     - 20230719 GOOD             MIDT
 DL5066
 DL5066                          STATION DESCRIPTION
 DL5066
 DL5066'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 WITH US
 DL5066'HIGHWAY 131 (EXIT 131) ABOUT 1 MI (1.6 KM) WEST OF STANWOOD, MICHIGAN,
 DL5066'GO NORTH ON US HIGHWAY 131 FOR 0.9 MI (1.4 KM) TO OLD STATE ROAD,
 DL5066'CONTINUE NORTH ON US HIGHWAY 131 FOR 0.5 MI (0.8 KM) TO THE STATION ON
 DL5066'THE LEFT.
 DL5066'
 DL5066'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5066'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5066'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5066'
 DL5066'THE STATION IS 0.35 MI (0.6 KM) SOUTHEAST OF 205TH AVENUE, 66 FT (20.1
 DL5066'M) WEST OF THE EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF US HIGHWAY
 DL5066'131, 63 FT (19.2 M) EAST OF A RIGHT-OF-WAY FENCE, 3.3 FT (1.0 M) EAST
 DL5066'OF AN ORANGE CARSONITE WITNESS POST, AND IN LINE WITH THE CAIN FIELD
 DL5066'AIRSTRIP.
 DL5066
 DL5066                          STATION RECOVERY (2011)
 DL5066
 DL5066'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5066'RECOVERED IN GOOD CONDITION.
 DL5066
 DL5066                          STATION RECOVERY (2023)
 DL5066
 DL5066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (ZW)
 DL5066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5067 ***********************************************************************
 DL5067  DESIGNATION -  54617
 DL5067  PID         -  DL5067
 DL5067  STATE/COUNTY-  MI/MECOSTA
 DL5067  COUNTRY     -  US
 DL5067  USGS QUAD   -  STANWOOD (2017)
 DL5067
 DL5067                         *CURRENT SURVEY CONTROL
 DL5067  ______________________________________________________________________
 DL5067* NAD 83(1986) POSITION- 43 35 04.38   (N) 085 29 25.22   (W)   HD_HELD1
 DL5067* NAVD 88 ORTHO HEIGHT -   284.984 (meters)      934.99  (feet) ADJUSTED
 DL5067  ______________________________________________________________________
 DL5067  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 DL5067  DYNAMIC HEIGHT  -        284.930 (meters)      934.81  (feet) COMP
 DL5067  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 DL5067
 DL5067  VERT ORDER      -  FIRST     CLASS II
 DL5067
 DL5067.The horizontal coordinates were determined by differentially corrected
 DL5067.hand held GPS observations or other comparable positioning techniques
 DL5067.and have an estimated accuracy of +/- 3 meters.
 DL5067
 DL5067.The orthometric height was determined by differential leveling and
 DL5067.adjusted by the NATIONAL GEODETIC SURVEY
 DL5067.in October 2009.
 DL5067
 DL5067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5067.GEOID18 height accuracy estimate available here.
 DL5067
 DL5067.Click photographs - Photos may exist for this station.
 DL5067
 DL5067.The dynamic height is computed by dividing the NAVD 88
 DL5067.geopotential number by the normal gravity value computed on the
 DL5067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5067.degrees latitude (g = 980.6199 gals.).
 DL5067
 DL5067.The modeled gravity was interpolated from observed gravity values.
 DL5067
 DL5067;                    North         East    Units  Estimated Accuracy
 DL5067;SPC MI S     -   232,160.6   3,909,252.4     MT  (+/- 3 meters HH1 GPS) 
 DL5067
 DL5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2187726838(NAD 83)
 DL5067
 DL5067                          SUPERSEDED SURVEY CONTROL
 DL5067
 DL5067.No superseded survey control is available for this station.
 DL5067
 DL5067_MARKER: DD = SURVEY DISK
 DL5067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5067_STAMPING: 54617 2008
 DL5067_MARK LOGO: MIDT
 DL5067_PROJECTION: FLUSH
 DL5067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5067+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5067
 DL5067  HISTORY     - Date     Condition        Report By
 DL5067  HISTORY     - 20080523 MONUMENTED       COLEM
 DL5067  HISTORY     - 20110314 GOOD             SPICE
 DL5067  HISTORY     - 20161205 GOOD             HEI
 DL5067  HISTORY     - 20250716 GOOD             MIDT
 DL5067
 DL5067                          STATION DESCRIPTION
 DL5067
 DL5067'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5067'THE STATION IS LOCATED IN THE PARK-AND-RIDE IN THE NORTHWEST QUADRANT
 DL5067'OF THE JUNCTION OF STATE HIGHWAY 20 WITH US HIGHWAY 131 (EXIT 131)
 DL5067'ABOUT 1 MI (1.6 KM) WEST OF STANWOOD, MICHIGAN.
 DL5067'
 DL5067'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5067'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5067'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5067'
 DL5067'THE STATION IS 500 FT (152.4 M) WEST OF THE SOUTHBOUND LANES OF US
 DL5067'HIGHWAY 131, 330 FT (100.6 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL5067'20 32 FT (9.8 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF THE
 DL5067'PARK-AND-RIDE, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DL5067'POST.
 DL5067
 DL5067                          STATION RECOVERY (2011)
 DL5067
 DL5067'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5067'RECOVERED IN GOOD CONDITION.
 DL5067
 DL5067                          STATION RECOVERY (2016)
 DL5067
 DL5067'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2016 (JLW)
 DL5067'RECOVERED IN GOOD CONDITION.
 DL5067
 DL5067                          STATION RECOVERY (2025)
 DL5067
 DL5067'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5068 ***********************************************************************
 DL5068  DESIGNATION -  54618
 DL5068  PID         -  DL5068
 DL5068  STATE/COUNTY-  MI/MECOSTA
 DL5068  COUNTRY     -  US
 DL5068  USGS QUAD   -  STANWOOD (2017)
 DL5068
 DL5068                         *CURRENT SURVEY CONTROL
 DL5068  ______________________________________________________________________
 DL5068* NAD 83(2011) POSITION- 43 34 06.48640(N) 085 28 59.28269(W)   ADJUSTED
 DL5068* NAD 83(2011) ELLIP HT-   266.098 (meters)        (06/27/12)   ADJUSTED
 DL5068* NAD 83(2011) EPOCH   -  2010.00
 DL5068* NAVD 88 ORTHO HEIGHT -   298.963 (meters)      980.85  (feet) ADJUSTED
 DL5068  ______________________________________________________________________
 DL5068  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 DL5068  NAD 83(2011) X  -    364,533.389 (meters)                     COMP
 DL5068  NAD 83(2011) Y  - -4,614,469.191 (meters)                     COMP
 DL5068  NAD 83(2011) Z  -  4,373,660.002 (meters)                     COMP
 DL5068  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC18
 DL5068  DYNAMIC HEIGHT  -        298.907 (meters)      980.66  (feet) COMP
 DL5068  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 DL5068
 DL5068  VERT ORDER      -  FIRST     CLASS II
 DL5068
 DL5068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5068  Standards:
 DL5068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5068  -------------------------------------------------------------------
 DL5068  NETWORK    0.30   0.51           0.14   0.10   0.26      0.10550987
 DL5068  -------------------------------------------------------------------
 DL5068  Click here for local accuracies and other accuracy information.
 DL5068
 DL5068.The horizontal coordinates were established by GPS observations
 DL5068.and adjusted by the National Geodetic Survey in June 2012.
 DL5068
 DL5068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5068.been affixed to the stable North American tectonic plate. See 
 DL5068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5068
 DL5068.The horizontal coordinates are valid at the epoch date displayed above
 DL5068.which is a decimal equivalence of Year/Month/Day.
 DL5068
 DL5068.The orthometric height was determined by differential leveling and
 DL5068.adjusted by the NATIONAL GEODETIC SURVEY
 DL5068.in October 2009.
 DL5068
 DL5068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5068.GEOID18 height accuracy estimate available here.
 DL5068
 DL5068.Click photographs - Photos may exist for this station.
 DL5068
 DL5068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5068
 DL5068.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5068
 DL5068.The ellipsoidal height was determined by GPS observations
 DL5068.and is referenced to NAD 83.
 DL5068
 DL5068.The dynamic height is computed by dividing the NAVD 88
 DL5068.geopotential number by the normal gravity value computed on the
 DL5068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5068.degrees latitude (g = 980.6199 gals.).
 DL5068
 DL5068.The modeled gravity was interpolated from observed gravity values.
 DL5068
 DL5068. The following values were computed from the NAD 83(2011) position.
 DL5068
 DL5068;                    North         East     Units Scale Factor Converg.
 DL5068;SPC MI S     -   230,366.334 3,909,810.549   MT  0.99997803   -0 45 35.2
 DL5068;SPC MI S     -   755,795.06 12,827,462.43   iFT  0.99997803   -0 45 35.2
 DL5068;UTM  16      - 4,825,063.068   622,492.085   MT  0.99978456   +1 02 44.1
 DL5068
 DL5068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5068!SPC MI S     -   0.99995827  x   0.99997803  =   0.99993631
 DL5068!UTM  16      -   0.99995827  x   0.99978456  =   0.99974284
 DL5068
 DL5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2249225063(NAD 83)
 DL5068
 DL5068                          SUPERSEDED SURVEY CONTROL
 DL5068
 DL5068  NAD 83(2007)-  43 34 06.48667(N)    085 28 59.28337(W) AD(2002.00) B
 DL5068  ELLIP H (10/23/09)  266.109  (m)                       GP(2002.00) 3 1
 DL5068
 DL5068.Superseded values are not recommended for survey control.
 DL5068
 DL5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5068.See file dsdata.pdf to determine how the superseded data were derived.
 DL5068
 DL5068_MARKER: DD = SURVEY DISK
 DL5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5068_STAMPING: 54618 2008
 DL5068_MARK LOGO: MIDT
 DL5068_PROJECTION: FLUSH
 DL5068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5068+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DL5068
 DL5068  HISTORY     - Date     Condition        Report By
 DL5068  HISTORY     - 20080523 MONUMENTED       COLEM
 DL5068  HISTORY     - 20110314 GOOD             SPICE
 DL5068  HISTORY     - 20230719 GOOD             MIDT
 DL5068
 DL5068                          STATION DESCRIPTION
 DL5068
 DL5068'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5068'TO REACH THE STATION FROM THE JUNCTION OF PIERCE ROAD WITH 200TH
 DL5068'AVENUE ABOUT 1 MI (1.6 KM) WEST OF STANWOOD, MICHIGAN, GO SOUTH ON
 DL5068'200TH AVENUE FOR 0.55 MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DL5068'
 DL5068'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5068'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5068'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5068'
 DL5068'THE STATION IS 0.2 MI (0.3 KM) NORTH OF FILLMORE ROAD, 62 FT (18.9 M)
 DL5068'NORTH OF A TELEPHONE PEDESTAL, 28 FT (8.5 M) SOUTH OF THE CENTER OF A
 DL5068'FIELD ENTRANCE, 12 FT (3.7 M) WEST OF THE EDGE OF PAVEMENT OF 200TH
 DL5068'AVENUE, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5068
 DL5068                          STATION RECOVERY (2011)
 DL5068
 DL5068'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL5068'RECOVERED IN GOOD CONDITION.
 DL5068
 DL5068                          STATION RECOVERY (2023)
 DL5068
 DL5068'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (ZW)
 DL5068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5069 ***********************************************************************
 DL5069  DESIGNATION -  54619
 DL5069  PID         -  DL5069
 DL5069  STATE/COUNTY-  MI/MECOSTA
 DL5069  COUNTRY     -  US
 DL5069  USGS QUAD   -  STANWOOD (2017)
 DL5069
 DL5069                         *CURRENT SURVEY CONTROL
 DL5069  ______________________________________________________________________
 DL5069* NAD 83(1986) POSITION- 43 32 28.30   (N) 085 28 56.71   (W)   HD_HELD1
 DL5069* NAVD 88 ORTHO HEIGHT -   292.525 (meters)      959.73  (feet) ADJUSTED
 DL5069  ______________________________________________________________________
 DL5069  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DL5069  DYNAMIC HEIGHT  -        292.470 (meters)      959.55  (feet) COMP
 DL5069  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 DL5069
 DL5069  VERT ORDER      -  FIRST     CLASS II
 DL5069
 DL5069.The horizontal coordinates were determined by differentially corrected
 DL5069.hand held GPS observations or other comparable positioning techniques
 DL5069.and have an estimated accuracy of +/- 3 meters.
 DL5069
 DL5069.The orthometric height was determined by differential leveling and
 DL5069.adjusted by the NATIONAL GEODETIC SURVEY
 DL5069.in October 2009.
 DL5069
 DL5069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5069.GEOID18 height accuracy estimate available here.
 DL5069
 DL5069.Click photographs - Photos may exist for this station.
 DL5069
 DL5069.The dynamic height is computed by dividing the NAVD 88
 DL5069.geopotential number by the normal gravity value computed on the
 DL5069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5069.degrees latitude (g = 980.6199 gals.).
 DL5069
 DL5069.The modeled gravity was interpolated from observed gravity values.
 DL5069
 DL5069;                    North         East    Units  Estimated Accuracy
 DL5069;SPC MI S     -   227,335.7   3,909,828.1     MT  (+/- 3 meters HH1 GPS) 
 DL5069
 DL5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2260522035(NAD 83)
 DL5069
 DL5069                          SUPERSEDED SURVEY CONTROL
 DL5069
 DL5069.No superseded survey control is available for this station.
 DL5069
 DL5069_MARKER: DD = SURVEY DISK
 DL5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5069_STAMPING: 54619 2008
 DL5069_MARK LOGO: MIDT
 DL5069_PROJECTION: FLUSH
 DL5069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5069+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2008
 DL5069
 DL5069  HISTORY     - Date     Condition        Report By
 DL5069  HISTORY     - 20080523 MONUMENTED       COLEM
 DL5069
 DL5069                          STATION DESCRIPTION
 DL5069
 DL5069'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5069'THE STATION IS LOCATED JUST EAST OF THE JUNCTION OF 200TH AVENUE WITH
 DL5069'5 MI (8.0 KM) ROAD, ABOUT 3 MI (4.8 KM) SOUTHWEST OF STANWOOD,
 DL5069'MICHIGAN.
 DL5069'
 DL5069'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5069'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5069'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5069'
 DL5069'THE STATION IS 0.95 MI (1.5 KM) SOUTH OF 6 MI (9.7 KM) ROAD, 14.5 FT
 DL5069'(4.4 M) NORTHEAST OF A METAL POST FOR A 'STOP' SIGN, 12 FT (3.7 M)
 DL5069'EAST OF THE EDGE OF CURB OF 200TH AVENUE, 3.3 FT (1.0 M) WEST OF AN
 DL5069'ORANGE CARSONITE WITNESS POST.
 DL5069'
 DL5069'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DL5069'NORTHEAST OF THE STATION EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND
 DL5069'TREES NORTHWEST AND SOUTH OF THE STATION EXTENDING TO 30 DEGREES ABOVE
 DL5069'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5070 ***********************************************************************
 DL5070  DESIGNATION -  54620
 DL5070  PID         -  DL5070
 DL5070  STATE/COUNTY-  MI/MECOSTA
 DL5070  COUNTRY     -  US
 DL5070  USGS QUAD   -  STANWOOD (2017)
 DL5070
 DL5070                         *CURRENT SURVEY CONTROL
 DL5070  ______________________________________________________________________
 DL5070* NAD 83(2011) POSITION- 43 30 49.83620(N) 085 28 56.17221(W)   ADJUSTED
 DL5070* NAD 83(2011) ELLIP HT-   276.477 (meters)        (06/27/12)   ADJUSTED
 DL5070* NAD 83(2011) EPOCH   -  2010.00
 DL5070* NAVD 88 ORTHO HEIGHT -   309.323 (meters)     1014.84  (feet) ADJUSTED
 DL5070  ______________________________________________________________________
 DL5070  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 DL5070  NAD 83(2011) X  -    364,932.893 (meters)                     COMP
 DL5070  NAD 83(2011) Y  - -4,618,639.183 (meters)                     COMP
 DL5070  NAD 83(2011) Z  -  4,369,267.652 (meters)                     COMP
 DL5070  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 DL5070  DYNAMIC HEIGHT  -        309.264 (meters)     1014.64  (feet) COMP
 DL5070  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 DL5070
 DL5070  VERT ORDER      -  FIRST     CLASS II
 DL5070
 DL5070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5070  Standards:
 DL5070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5070  -------------------------------------------------------------------
 DL5070  NETWORK    0.28   0.49           0.13   0.09   0.25      0.02971592
 DL5070  -------------------------------------------------------------------
 DL5070  Click here for local accuracies and other accuracy information.
 DL5070
 DL5070.The horizontal coordinates were established by GPS observations
 DL5070.and adjusted by the National Geodetic Survey in June 2012.
 DL5070
 DL5070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5070.been affixed to the stable North American tectonic plate. See 
 DL5070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5070
 DL5070.The horizontal coordinates are valid at the epoch date displayed above
 DL5070.which is a decimal equivalence of Year/Month/Day.
 DL5070
 DL5070.The orthometric height was determined by differential leveling and
 DL5070.adjusted by the NATIONAL GEODETIC SURVEY
 DL5070.in October 2009.
 DL5070
 DL5070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5070.GEOID18 height accuracy estimate available here.
 DL5070
 DL5070.Click photographs - Photos may exist for this station.
 DL5070
 DL5070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5070
 DL5070.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5070
 DL5070.The ellipsoidal height was determined by GPS observations
 DL5070.and is referenced to NAD 83.
 DL5070
 DL5070.The dynamic height is computed by dividing the NAVD 88
 DL5070.geopotential number by the normal gravity value computed on the
 DL5070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5070.degrees latitude (g = 980.6199 gals.).
 DL5070
 DL5070.The modeled gravity was interpolated from observed gravity values.
 DL5070
 DL5070. The following values were computed from the NAD 83(2011) position.
 DL5070
 DL5070;                    North         East     Units Scale Factor Converg.
 DL5070;SPC MI S     -   224,297.085 3,909,799.928   MT  0.99996709   -0 45 33.1
 DL5070;SPC MI S     -   735,882.82 12,827,427.59   iFT  0.99996709   -0 45 33.1
 DL5070;UTM  16      - 4,818,997.634   622,672.589   MT  0.99978511   +1 02 42.5
 DL5070
 DL5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5070!SPC MI S     -   0.99995665  x   0.99996709  =   0.99992374
 DL5070!UTM  16      -   0.99995665  x   0.99978511  =   0.99974177
 DL5070
 DL5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2267218997(NAD 83)
 DL5070
 DL5070                          SUPERSEDED SURVEY CONTROL
 DL5070
 DL5070  NAD 83(2007)-  43 30 49.83653(N)    085 28 56.17292(W) AD(2002.00) B
 DL5070  ELLIP H (10/19/09)  276.489  (m)                       GP(2002.00) 1 1
 DL5070
 DL5070.Superseded values are not recommended for survey control.
 DL5070
 DL5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5070.See file dsdata.pdf to determine how the superseded data were derived.
 DL5070
 DL5070_MARKER: DD = SURVEY DISK
 DL5070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5070_STAMPING: 54620 2008
 DL5070_MARK LOGO: MIDT
 DL5070_PROJECTION: FLUSH
 DL5070_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5070+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5070
 DL5070  HISTORY     - Date     Condition        Report By
 DL5070  HISTORY     - 20080523 MONUMENTED       COLEM
 DL5070  HISTORY     - 20200617 GOOD             MIDT
 DL5070  HISTORY     - 20250716 GOOD             MIDT
 DL5070
 DL5070                          STATION DESCRIPTION
 DL5070
 DL5070'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5070'TO REACH THE STATION FROM THE JUNCTION OF 200TH AVENUE WITH 3 MI (4.8
 DL5070'KM) ROAD, ABOUT 2.5 MI (4.0 KM) NORTHWEST OF MORLEY, MICHIGAN, GO
 DL5070'NORTH ON 200TH AVENUE FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DL5070'RIGHT.
 DL5070'
 DL5070'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5070'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5070'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5070'
 DL5070'THE STATION IS 0.85 MI (1.4 KM) SOUTH OF 4 MI (6.4 KM) ROAD, 105 FT
 DL5070'(32.0 M) NORTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '3133 200TH
 DL5070'AVENUE', 18 FT (5.5 M) EAST OF THE EDGE OF PAVEMENT OF 200TH AVENUE,
 DL5070'AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL5070
 DL5070                          STATION RECOVERY (2020)
 DL5070
 DL5070'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5070'WITNESS POST NO LONGER PRESENT.
 DL5070
 DL5070                          STATION RECOVERY (2025)
 DL5070
 DL5070'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5071 ***********************************************************************
 DL5071  DESIGNATION -  54621
 DL5071  PID         -  DL5071
 DL5071  STATE/COUNTY-  MI/MECOSTA
 DL5071  COUNTRY     -  US
 DL5071  USGS QUAD   -  HOWARD CITY (2017)
 DL5071
 DL5071                         *CURRENT SURVEY CONTROL
 DL5071  ______________________________________________________________________
 DL5071* NAD 83(1986) POSITION- 43 29 22.76   (N) 085 28 59.54   (W)   HD_HELD1
 DL5071* NAVD 88 ORTHO HEIGHT -   293.298 (meters)      962.26  (feet) ADJUSTED
 DL5071  ______________________________________________________________________
 DL5071  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 DL5071  DYNAMIC HEIGHT  -        293.242 (meters)      962.08  (feet) COMP
 DL5071  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DL5071
 DL5071  VERT ORDER      -  FIRST     CLASS II
 DL5071
 DL5071.The horizontal coordinates were determined by differentially corrected
 DL5071.hand held GPS observations or other comparable positioning techniques
 DL5071.and have an estimated accuracy of +/- 3 meters.
 DL5071
 DL5071.The orthometric height was determined by differential leveling and
 DL5071.adjusted by the NATIONAL GEODETIC SURVEY
 DL5071.in October 2009.
 DL5071
 DL5071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5071.GEOID18 height accuracy estimate available here.
 DL5071
 DL5071.Click photographs - Photos may exist for this station.
 DL5071
 DL5071.The dynamic height is computed by dividing the NAVD 88
 DL5071.geopotential number by the normal gravity value computed on the
 DL5071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5071.degrees latitude (g = 980.6199 gals.).
 DL5071
 DL5071.The modeled gravity was interpolated from observed gravity values.
 DL5071
 DL5071;                    North         East    Units  Estimated Accuracy
 DL5071;SPC MI S     -   221,611.1   3,909,688.7     MT  (+/- 3 meters HH1 GPS) 
 DL5071
 DL5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2264516309(NAD 83)
 DL5071
 DL5071                          SUPERSEDED SURVEY CONTROL
 DL5071
 DL5071.No superseded survey control is available for this station.
 DL5071
 DL5071_MARKER: DD = SURVEY DISK
 DL5071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5071_STAMPING: 54621 2008
 DL5071_MARK LOGO: MIDT
 DL5071_PROJECTION: FLUSH
 DL5071_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5071+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DL5071
 DL5071  HISTORY     - Date     Condition        Report By
 DL5071  HISTORY     - 20080523 MONUMENTED       COLEM
 DL5071  HISTORY     - 20230719 GOOD             MIDT
 DL5071
 DL5071                          STATION DESCRIPTION
 DL5071
 DL5071'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5071'THE STATION IS LOCATED IN THE SOUTHEAST JUNCTION OF JEFFERSON ROAD
 DL5071'WITH US HIGHWAY 131 (EXIT 125), ABOUT 2 MI (3.2 KM) WEST OF MORLEY,
 DL5071'MICHIGAN.
 DL5071'
 DL5071'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5071'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5071'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5071'
 DL5071'THE STATION IS 160 FT (48.8 M) EAST OF THE NORTHBOUND LANES OF US
 DL5071'HIGHWAY 131, 11 FT (3.4 M) SOUTH OF THE EDGE OF PAVEMENT OF JEFFERSON
 DL5071'ROAD, 6 FT (1.8 M) SOUTH OF A METAL GUARDRAIL, AND 3.3 FT (1.0 M)
 DL5071'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5071
 DL5071                          STATION RECOVERY (2023)
 DL5071
 DL5071'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (ZW)
 DL5071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5072 ***********************************************************************
 DL5072  DESIGNATION -  54622
 DL5072  PID         -  DL5072
 DL5072  STATE/COUNTY-  MI/MECOSTA
 DL5072  COUNTRY     -  US
 DL5072  USGS QUAD   -  HOWARD CITY (2017)
 DL5072
 DL5072                         *CURRENT SURVEY CONTROL
 DL5072  ______________________________________________________________________
 DL5072* NAD 83(1986) POSITION- 43 28 20.81   (N) 085 28 42.10   (W)   HD_HELD1
 DL5072* NAVD 88 ORTHO HEIGHT -   267.136 (meters)      876.43  (feet) ADJUSTED
 DL5072  ______________________________________________________________________
 DL5072  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 DL5072  DYNAMIC HEIGHT  -        267.085 (meters)      876.26  (feet) COMP
 DL5072  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 DL5072
 DL5072  VERT ORDER      -  FIRST     CLASS II
 DL5072
 DL5072.The horizontal coordinates were determined by differentially corrected
 DL5072.hand held GPS observations or other comparable positioning techniques
 DL5072.and have an estimated accuracy of +/- 3 meters.
 DL5072
 DL5072.The orthometric height was determined by differential leveling and
 DL5072.adjusted by the NATIONAL GEODETIC SURVEY
 DL5072.in October 2009.
 DL5072
 DL5072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5072.GEOID18 height accuracy estimate available here.
 DL5072
 DL5072.Click photographs - Photos may exist for this station.
 DL5072
 DL5072.The dynamic height is computed by dividing the NAVD 88
 DL5072.geopotential number by the normal gravity value computed on the
 DL5072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5072.degrees latitude (g = 980.6199 gals.).
 DL5072
 DL5072.The modeled gravity was interpolated from observed gravity values.
 DL5072
 DL5072;                    North         East    Units  Estimated Accuracy
 DL5072;SPC MI S     -   219,694.3   3,910,055.2     MT  (+/- 3 meters HH1 GPS) 
 DL5072
 DL5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2307214405(NAD 83)
 DL5072
 DL5072                          SUPERSEDED SURVEY CONTROL
 DL5072
 DL5072.No superseded survey control is available for this station.
 DL5072
 DL5072_MARKER: DD = SURVEY DISK
 DL5072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5072_SP_SET: BRIDGE ABUTMENT
 DL5072_STAMPING: 54622 2008
 DL5072_MARK LOGO: MIDT
 DL5072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5072+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL5072
 DL5072  HISTORY     - Date     Condition        Report By
 DL5072  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5072
 DL5072                          STATION DESCRIPTION
 DL5072
 DL5072'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5072'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH
 DL5072'JEFFERSON ROAD (EXIT 125), ABOUT 2 MI (3.2 KM) WEST OF MORLEY,
 DL5072'MICHIGAN, GO SOUTH ON US HIGHWAY 131 FOR 1.2 MI (1.9 KM) TO THE LITTLE
 DL5072'MUSKEGON RIVER AND THE STATION ON THE RIGHT.
 DL5072'
 DL5072'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5072'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 DL5072'ABUTMENT OF THE US HIGHWAY 131 BRIDGE 'B03-54013' OVER THE LITTLE
 DL5072'MUSKEGON RIVER.
 DL5072'
 DL5072'THE STATION IS 6.5 FT (2.0 M) WEST OF A METAL GUARDRAIL, AND 6 FT (1.8
 DL5072'M) WEST OF THE EDGE OF CURB OF THE SOUTHBOUND LANES OF US HIGHWAY 131.
 DL5072'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0812 ***********************************************************************
 NE0812  DESIGNATION -  55 1/2
 NE0812  PID         -  NE0812
 NE0812  STATE/COUNTY-  MI/OAKLAND
 NE0812  COUNTRY     -  US
 NE0812  USGS QUAD   -  MILFORD (2017)
 NE0812
 NE0812                         *CURRENT SURVEY CONTROL
 NE0812  ______________________________________________________________________
 NE0812* NAD 83(2011) POSITION- 42 30 16.93946(N) 083 36 57.64596(W)   ADJUSTED
 NE0812* NAD 83(2011) ELLIP HT-   249.763 (meters)        (06/27/12)   ADJUSTED
 NE0812* NAD 83(2011) EPOCH   -  2010.00
 NE0812* NAVD 88 ORTHO HEIGHT -   283.344 (meters)      929.60  (feet) ADJUSTED
 NE0812  ______________________________________________________________________
 NE0812  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 NE0812  NAD 83(2011) X  -    523,653.533 (meters)                     COMP
 NE0812  NAD 83(2011) Y  - -4,680,284.071 (meters)                     COMP
 NE0812  NAD 83(2011) Z  -  4,287,268.836 (meters)                     COMP
 NE0812  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 NE0812  DYNAMIC HEIGHT  -        283.262 (meters)      929.34  (feet) COMP
 NE0812  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 NE0812
 NE0812  VERT ORDER      -  SECOND    CLASS I
 NE0812
 NE0812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0812  Standards:
 NE0812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0812  -------------------------------------------------------------------
 NE0812  NETWORK    0.48   0.67           0.21   0.18   0.34      0.13269727
 NE0812  -------------------------------------------------------------------
 NE0812  Click here for local accuracies and other accuracy information.
 NE0812
 NE0812.The horizontal coordinates were established by GPS observations
 NE0812.and adjusted by the National Geodetic Survey in June 2012.
 NE0812
 NE0812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0812.been affixed to the stable North American tectonic plate. See 
 NE0812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0812
 NE0812.The horizontal coordinates are valid at the epoch date displayed above
 NE0812.which is a decimal equivalence of Year/Month/Day.
 NE0812
 NE0812.The orthometric height was determined by differential leveling and
 NE0812.adjusted by the NATIONAL GEODETIC SURVEY
 NE0812.in June 1991.
 NE0812
 NE0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0812.GEOID18 height accuracy estimate available here.
 NE0812
 NE0812.Click photographs - Photos may exist for this station.
 NE0812
 NE0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0812
 NE0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0812
 NE0812.The ellipsoidal height was determined by GPS observations
 NE0812.and is referenced to NAD 83.
 NE0812
 NE0812.The dynamic height is computed by dividing the NAVD 88
 NE0812.geopotential number by the normal gravity value computed on the
 NE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0812.degrees latitude (g = 980.6199 gals.).
 NE0812
 NE0812.The modeled gravity was interpolated from observed gravity values.
 NE0812
 NE0812. The following values were computed from the NAD 83(2011) position.
 NE0812
 NE0812;                    North         East     Units Scale Factor Converg.
 NE0812;SPC MI S     -   111,875.148 4,061,693.171   MT  0.99992878   +0 30 39.0
 NE0812;SPC MI S     -   367,044.45 13,325,765.00   iFT  0.99992878   +0 30 39.0
 NE0812;UTM  17      - 4,709,132.073   285,061.843   MT  1.00016843   -1 46 05.5
 NE0812
 NE0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0812!SPC MI S     -   0.99996083  x   0.99992878  =   0.99988961
 NE0812!UTM  17      -   0.99996083  x   1.00016843  =   1.00012925
 NE0812
 NE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8506109132(NAD 83)
 NE0812
 NE0812                          SUPERSEDED SURVEY CONTROL
 NE0812
 NE0812  NAD 83(2007)-  42 30 16.93958(N)    083 36 57.64661(W) AD(2002.00) 0
 NE0812  ELLIP H (02/10/07)  249.758  (m)                       GP(2002.00)    
 NE0812  ELLIP H (07/12/02)  249.776  (m)                       GP(       ) 4 1
 NE0812  NAD 83(1994)-  42 30 16.93952(N)    083 36 57.64604(W) AD(       ) 1
 NE0812  ELLIP H (02/03/97)  249.837  (m)                       GP(       ) 4 1
 NE0812  NAD 83(1986)-  42 30 16.94285(N)    083 36 57.67390(W) AD(       ) 1
 NE0812  NAD 83(1986)-  42 30 16.94451(N)    083 36 57.66933(W) AD(       ) 1
 NE0812  NAVD 88             283.34   (m)          929.6    (f) LEVELING    3  
 NE0812  NGVD 29 (??/??/92)  283.468  (m)          930.01   (f) ADJ UNCH    2 0
 NE0812
 NE0812.Superseded values are not recommended for survey control.
 NE0812
 NE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0812.See file dsdata.pdf to determine how the superseded data were derived.
 NE0812
 NE0812_MARKER: B = BOLT
 NE0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0812_STAMPING: 55 1/2
 NE0812_MARK LOGO: NGS
 NE0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0812+STABILITY: SURFACE MOTION
 NE0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0812+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 NE0812
 NE0812  HISTORY     - Date     Condition        Report By
 NE0812  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0812  HISTORY     - 1938     GOOD             CGS
 NE0812  HISTORY     - 19930304 GOOD             MIDT
 NE0812  HISTORY     - 19931016 GOOD             WADTRI
 NE0812  HISTORY     - 19931101 GOOD             AYLENO
 NE0812  HISTORY     - 20030721 GOOD             JCLS
 NE0812  HISTORY     - 20041222 GOOD             ADVGEO
 NE0812  HISTORY     - 20060509 GOOD             MIDT
 NE0812
 NE0812                          STATION DESCRIPTION
 NE0812
 NE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0812'0.3 MI SW FROM NEW HUDSON.
 NE0812'0.3 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0812'STATION AT NEW HUDSON, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0812'56, 105 YARDS WEST OF A ROAD CROSSING, 25 FEET NORTH OF THE NORTH
 NE0812'RAIL, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER
 NE0812'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 55-1/2 AND SET
 NE0812'IN THE TOP OF A CONCRETE POST.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 NE0812'STATION IS LOCATED IN QUAD 420834 ON THE MILFORD QUADRANGLE MAP. IT IS
 NE0812'IN THE NORTHEAST 1/4 OF SECTION 9, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 NE0812'6.5 MI (10.5 KM) SOUTH OF MILFORD, 4.0 MI (6.4 KM) SOUTHWESTERLY OF
 NE0812'WIXOM, 0.5 MI (0.8 KM) SOUTH OF NEW HUDSON AND ON THE OLD RR GRADE NOW
 NE0812'CONVERTED TO RAILS TO TRAILS PROGRAM (RR TRACKS REMOVED IN THIS
 NE0812'LOCATION). TO REACH FROM THE SIX CORNERS IN NEW HUDSON, GO SOUTH ALONG
 NE0812'MILFORD ROAD FOR 0.45 MI (0.72 KM) TO AN ABANDONED RAILROAD GRADE (NOW
 NE0812'TRAIL) . TURN RIGHT AND GO SOUTHWESTERLY FOR 250.0 FT (76.2 M) TO THE
 NE0812'STATION ON THE RIGHT AT RIGHT-OF-WAY FENCE. STATION IS 166.0 FT (50.6
 NE0812'M) SOUTHWESTERLY FROM THE SOUTHERLY METAL GATE POST FOR DRIVE NORTH OF
 NE0812'OLD GRADE, 68.0 FT (20.7 M) NORTHEASTERLY FROM A 14-INCH ELM TREE,
 NE0812'33.0 FT (10.1 M) NORTH FROM THE CENTER OF OLD RAILROAD GRADE, 7.0 FT
 NE0812'(2.1 M) SOUTHEASTERLY FROM THE CENTER OF A GRAVEL DRIVE, AND 0.5 FT
 NE0812'(15.2 CM) NORTHEASTERLY FROM A METAL WITNESS POST WITH SIGN.
 NE0812'NOTE--STATION HUDSPORT 1989 IS VISIBLE GROUND TO GROUND.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE0812'RECOVERED AS DESCRIBED.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE0812'RECOVERED AS DESCRIBED.
 NE0812
 NE0812                          STATION RECOVERY (2003)
 NE0812
 NE0812'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NE0812'RECOVERED IN GOOD CONDITION.
 NE0812
 NE0812                          STATION RECOVERY (2004)
 NE0812
 NE0812'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (WFS)
 NE0812'RECOVERED IN GOOD CONDITION.
 NE0812
 NE0812                          STATION RECOVERY (2006)
 NE0812
 NE0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0812'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 NE0812'0.99 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0355 ***********************************************************************
 OK0355  DESIGNATION -  55 1/2
 OK0355  PID         -  OK0355
 OK0355  STATE/COUNTY-  MI/KENT
 OK0355  COUNTRY     -  US
 OK0355  USGS QUAD   -  CEDAR SPRINGS (2017)
 OK0355
 OK0355                         *CURRENT SURVEY CONTROL
 OK0355  ______________________________________________________________________
 OK0355* NAD 83(1986) POSITION- 43 12 46.     (N) 085 32 09.     (W)   SCALED
 OK0355* NAVD 88 ORTHO HEIGHT -   262.689 (meters)      861.84  (feet) ADJUSTED
 OK0355  ______________________________________________________________________
 OK0355  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 OK0355  DYNAMIC HEIGHT  -        262.629 (meters)      861.64  (feet) COMP
 OK0355  MODELED GRAVITY -    980,385.5   (mgal)                       NAVD 88
 OK0355
 OK0355  VERT ORDER      -  SECOND    CLASS 0
 OK0355
 OK0355.The horizontal coordinates were scaled from a map and have
 OK0355.an estimated accuracy of +/- 6 seconds.
 OK0355
 OK0355.The orthometric height was determined by differential leveling and
 OK0355.adjusted by the NATIONAL GEODETIC SURVEY
 OK0355.in June 1991.
 OK0355
 OK0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0355.GEOID18 height accuracy estimate available here.
 OK0355
 OK0355.Click photographs - Photos may exist for this station.
 OK0355
 OK0355.The dynamic height is computed by dividing the NAVD 88
 OK0355.geopotential number by the normal gravity value computed on the
 OK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0355.degrees latitude (g = 980.6199 gals.).
 OK0355
 OK0355.The modeled gravity was interpolated from observed gravity values.
 OK0355
 OK0355;                    North         East    Units  Estimated Accuracy
 OK0355;SPC MI S     -   190,910.    3,905,010.      MT  (+/- 180 meters Scaled)
 OK0355
 OK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN189854(NAD 83)
 OK0355
 OK0355                          SUPERSEDED SURVEY CONTROL
 OK0355
 OK0355  NGVD 29 (??/??/92)  262.816  (m)          862.26   (f) ADJ UNCH    2 0
 OK0355
 OK0355.Superseded values are not recommended for survey control.
 OK0355
 OK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0355.See file dsdata.pdf to determine how the superseded data were derived.
 OK0355
 OK0355_MARKER: Z = SEE DESCRIPTION
 OK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0355_STAMPING: 55 1/2
 OK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0355+STABILITY: SURFACE MOTION
 OK0355
 OK0355  HISTORY     - Date     Condition        Report By
 OK0355  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0355  HISTORY     - 1934     GOOD             CGS
 OK0355  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0355
 OK0355                          STATION DESCRIPTION
 OK0355
 OK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0355'0.9 MI E FROM CEDAR SPRINGS.
 OK0355'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0355'STATION AT CEDAR SPRINGS, KENT COUNTY, 39 FEET NORTH OF THE NORTH
 OK0355'RAIL, 1 FOOT SOUTH OF A FENCE, AND 3-1/2 FEET LOWER THAN THE
 OK0355'TOP OF THE RAIL.  A BRASS PLUG, STAMPED 55 1/2 AND SET IN THE
 OK0355'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OK0355
 OK0355                          STATION RECOVERY (1965)
 OK0355
 OK0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0281 ***********************************************************************
 OJ0281  DESIGNATION -  55 1/2
 OJ0281  PID         -  OJ0281
 OJ0281  STATE/COUNTY-  MI/LAPEER
 OJ0281  COUNTRY     -  US
 OJ0281  USGS QUAD   -  CLIFFORD (2017)
 OJ0281
 OJ0281                         *CURRENT SURVEY CONTROL
 OJ0281  ______________________________________________________________________
 OJ0281* NAD 83(1986) POSITION- 43 19 39.     (N) 083 11 04.     (W)   SCALED
 OJ0281* NAVD 88 ORTHO HEIGHT -   253.663 (meters)      832.23  (feet) ADJUSTED
 OJ0281  ______________________________________________________________________
 OJ0281  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 OJ0281  DYNAMIC HEIGHT  -        253.609 (meters)      832.05  (feet) COMP
 OJ0281  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 OJ0281
 OJ0281  VERT ORDER      -  SECOND    CLASS I
 OJ0281
 OJ0281.The horizontal coordinates were scaled from a map and have
 OJ0281.an estimated accuracy of +/- 6 seconds.
 OJ0281
 OJ0281.The orthometric height was determined by differential leveling and
 OJ0281.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0281.in October 2019.
 OJ0281
 OJ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0281.GEOID18 height accuracy estimate available here.
 OJ0281
 OJ0281.Click photographs - Photos may exist for this station.
 OJ0281
 OJ0281.The dynamic height is computed by dividing the NAVD 88
 OJ0281.geopotential number by the normal gravity value computed on the
 OJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0281.degrees latitude (g = 980.6199 gals.).
 OJ0281
 OJ0281.The modeled gravity was interpolated from observed gravity values.
 OJ0281
 OJ0281;                    North         East    Units  Estimated Accuracy
 OJ0281;SPC MI S     -   203,670.    4,095,880.      MT  (+/- 180 meters Scaled)
 OJ0281
 OJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH228995(NAD 83)
 OJ0281
 OJ0281                          SUPERSEDED SURVEY CONTROL
 OJ0281
 OJ0281  NAVD 88 (06/15/91)  253.665  (m)          832.23   (f) SUPERSEDED  2 0
 OJ0281  NGVD 29 (??/??/92)  253.792  (m)          832.65   (f) ADJ UNCH    2 0
 OJ0281
 OJ0281.Superseded values are not recommended for survey control.
 OJ0281
 OJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0281.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0281
 OJ0281_MARKER: Z = SEE DESCRIPTION
 OJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0281_STAMPING: BM NO 55-1/2
 OJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0281+STABILITY: SURFACE MOTION
 OJ0281
 OJ0281  HISTORY     - Date     Condition        Report By
 OJ0281  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0281  HISTORY     - 1934     GOOD             CGS
 OJ0281
 OJ0281                          STATION DESCRIPTION
 OJ0281
 OJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0281'0.7 MI N FROM CLIFFORD.
 OJ0281'0.7 MILE NORTH ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OJ0281'STATION AT CLIFFORD, LAPEER COUNTY, 15 YARDS NORTHEAST OF A
 OJ0281'3/4 MILE TO RAILWAY CROSSING SIGN, 21.9 FEET EAST OF THE EAST
 OJ0281'RAIL, 1.7 FEET EAST OF A POLE, 0.8 FOOT WEST OF A WIRE FENCE,
 OJ0281'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2 INCH BRONZE
 OJ0281'PLUG, STAMPED B. M. NO. 55-1/2 IN AND SET IN THE TOP OF A
 OJ0281'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0904 ***********************************************************************
 RJ0904  DESIGNATION -  55 SUGAR IS EB
 RJ0904  PID         -  RJ0904
 RJ0904  STATE/COUNTY-  MI/CHIPPEWA
 RJ0904  COUNTRY     -  US
 RJ0904  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0904
 RJ0904                         *CURRENT SURVEY CONTROL
 RJ0904  ______________________________________________________________________
 RJ0904* NAD 83(1994) POSITION- 46 19 19.91290(N) 084 06 53.88159(W)   ADJUSTED
 RJ0904* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 RJ0904  ______________________________________________________________________
 RJ0904  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 RJ0904  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 RJ0904  HORZ ORDER      -  SECOND
 RJ0904
 RJ0904.The horizontal coordinates were established by classical geodetic methods
 RJ0904.and adjusted by the National Geodetic Survey in February 1997.
 RJ0904
 RJ0904.The orthometric height was scaled from a topographic map.
 RJ0904
 RJ0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0904.GEOID18 height accuracy estimate available here.
 RJ0904
 RJ0904.Click photographs - Photos may exist for this station.
 RJ0904
 RJ0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0904
 RJ0904. The following values were computed from the NAD 83(1994) position.
 RJ0904
 RJ0904;                    North         East     Units Scale Factor Converg.
 RJ0904;SPC MI N     -   175,078.031 8,222,112.850   MT  0.99990304   +2 05 07.0
 RJ0904;SPC MI N     -   574,402.99 26,975,435.86   iFT  0.99990304   +2 05 07.0
 RJ0904;UTM  16      - 5,133,892.558   722,090.339   MT  1.00020635   +2 05 14.7
 RJ0904
 RJ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0904!SPC MI N     -   0.99997846  x   0.99990304  =   0.99988151
 RJ0904!UTM  16      -   0.99997846  x   1.00020635  =   1.00018481
 RJ0904
 RJ0904:                Primary Azimuth Mark                     Grid Az
 RJ0904:SPC MI N     -  BISH IBC 1944                            036 17 59.6
 RJ0904:UTM  16      -  BISH IBC 1944                            036 17 51.9
 RJ0904
 RJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2209033892(NAD 83)
 RJ0904
 RJ0904|---------------------------------------------------------------------|
 RJ0904| PID    Reference Object                     Distance      Geod. Az  |
 RJ0904|                                                           dddmmss.s |
 RJ0904| RJ0890 BISH IBC 1944                       APPROX. 1.5 KM 0382306.6 |
 RJ0904|---------------------------------------------------------------------|
 RJ0904
 RJ0904                          SUPERSEDED SURVEY CONTROL
 RJ0904
 RJ0904  NAD 83(1986)-  46 19 19.90691(N)    084 06 53.87259(W) AD(       ) 2
 RJ0904  NAD 83(1986)-  46 19 19.89777(N)    084 06 53.88703(W) AD(       ) 3
 RJ0904  NAD 27      -  46 19 19.83800(N)    084 06 53.78300(W) AD(       ) 3
 RJ0904  USSD        -  46 19 20.56000(N)    084 06 53.01000(W) AD(       ) 3
 RJ0904
 RJ0904.Superseded values are not recommended for survey control.
 RJ0904
 RJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0904.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0904
 RJ0904_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0904_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0904_MARK LOGO: IBC
 RJ0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0904
 RJ0904  HISTORY     - Date     Condition        Report By
 RJ0904  HISTORY     - 1878     MONUMENTED       USLS
 RJ0904  HISTORY     - 1968     GOOD             USACE
 RJ0904  HISTORY     - 1988     GOOD             USACE
 RJ0904
 RJ0904                          STATION DESCRIPTION
 RJ0904
 RJ0904'DESCRIBED BY US LAKE SURVEY 1878
 RJ0904'ON HARWOOD POINT AT THE SE CORNER OF SUGAR ISLAND, ACROSS THE EAST
 RJ0904'NEEBISH CHANNEL FROM ST JOSEPH ISLAND.  IT IS IN THE DENSE ALDER GROVE
 RJ0904'ON THIS POINT, ABOUT 100 FEET FROM A CLEARED FIELD ON THE INSHORE
 RJ0904'EDGE OF THE ALDERS.  IT IS 2-1/2 FEET ABOVE WATER.
 RJ0904'
 RJ0904'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK 3 FEET UNDERGROUND,
 RJ0904'ABOUT 6 INCHES UNDER WATER.  A STANDARD I B C BRONZE DISK IN THE TOP
 RJ0904'OF A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG,
 RJ0904'IS SET OVER THE STATION, WITH THE TOP PROJECTING 5 INCHES ABOVE
 RJ0904'THE SURFACE IN A SMALL CAIRN.  THE OLD CEDAR POST WAS ROTTED OUT
 RJ0904'ABOVE WATER AND THE OLD TRIPOD IS ROTTEN AND LIES BESIDE THE STATION.
 RJ0904
 RJ0904                          STATION RECOVERY (1968)
 RJ0904
 RJ0904'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0904'RECOVERED IN GOOD CONDITION.
 RJ0904
 RJ0904                          STATION RECOVERY (1988)
 RJ0904
 RJ0904'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0904'THE STATION IS LOCATED ABOUT 26.2 KM (16.3 MI) SOUTHEAST OF SAULT STE
 RJ0904'MARIE, 38.8 KM (24.1 MI) EAST-NORTHEAST OF RUDYARD AND 40.1 KM (24.9
 RJ0904'MI)
 RJ0904'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 34 OF SEC 1, T45N-R2E.
 RJ0904'OWNERSHIP--- DANIEL R VOS, TRUSTEE
 RJ0904'
 RJ0904'TO REACH STATION FROM POST OFFICE IN BARBEAU
 RJ0904'MI, TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ0904'TURN LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO
 RJ0904'BRIDGE CROSSING THE CHARLOTTE RIVER, AT THE NORTH END OF THE BRIDGE
 RJ0904'TURN RIGHT ONTO A GRAVEL ROAD TO PUBLIC BOAT LAUNCH.
 RJ0904'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL
 RJ0904'TO HARWOOD POINT ON NORTH SHORE WHERE STATION IS LOCATED.
 RJ0904'
 RJ0904'THE STATION IS A STANDARD DISK THAT HAS UNREADABLE STAMPING SET
 RJ0904'IN CONCRETE, LOCATED 15.2 METERS (50 FT) FROM EDGE OF WATER.
 RJ0904'
 RJ0904'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5216 ***********************************************************************
 AA5216  DESIGNATION -  55200
 AA5216  PID         -  AA5216
 AA5216  STATE/COUNTY-  MI/MENOMINEE
 AA5216  COUNTRY     -  US
 AA5216  USGS QUAD   -  WAUCEDAH (2017)
 AA5216
 AA5216                         *CURRENT SURVEY CONTROL
 AA5216  ______________________________________________________________________
 AA5216* NAD 83(2011) POSITION- 45 45 06.81181(N) 087 40 57.08999(W)   ADJUSTED
 AA5216* NAD 83(2011) ELLIP HT-   262.872 (meters)        (06/27/12)   ADJUSTED
 AA5216* NAD 83(2011) EPOCH   -  2010.00
 AA5216* NAVD 88 ORTHO HEIGHT -   297.9   (meters)      977.    (feet) GPS OBS
 AA5216  ______________________________________________________________________
 AA5216  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5216  GEOID HEIGHT    -         -34.49 (meters)                     GEOID93
 AA5216  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 AA5216  NAD 83(2011) X  -    180,278.198 (meters)                     COMP
 AA5216  NAD 83(2011) Y  - -4,454,652.756 (meters)                     COMP
 AA5216  NAD 83(2011) Z  -  4,546,236.420 (meters)                     COMP
 AA5216  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 AA5216
 AA5216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5216  Standards:
 AA5216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5216  -------------------------------------------------------------------
 AA5216  NETWORK   23.80   8.02          10.64   7.42   4.09     -0.57332488
 AA5216  -------------------------------------------------------------------
 AA5216  Click here for local accuracies and other accuracy information.
 AA5216
 AA5216.The horizontal coordinates were established by GPS observations
 AA5216.and adjusted by the National Geodetic Survey in June 2012.
 AA5216
 AA5216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5216.been affixed to the stable North American tectonic plate. See 
 AA5216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5216
 AA5216.The horizontal coordinates are valid at the epoch date displayed above
 AA5216.which is a decimal equivalence of Year/Month/Day.
 AA5216
 AA5216.The orthometric height was determined by GPS observations and a
 AA5216.high-resolution geoid model.
 AA5216
 AA5216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5216.GEOID18 height accuracy estimate available here.
 AA5216
 AA5216.Click photographs - Photos may exist for this station.
 AA5216
 AA5216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5216
 AA5216.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5216
 AA5216.The ellipsoidal height was determined by GPS observations
 AA5216.and is referenced to NAD 83.
 AA5216
 AA5216. The following values were computed from the NAD 83(2011) position.
 AA5216
 AA5216;                    North         East     Units Scale Factor Converg.
 AA5216;SPC MI N     -   107,878.959 7,946,897.080   MT  0.99994589   -0 29 36.0
 AA5216;SPC MI N     -   353,933.59 26,072,496.98   iFT  0.99994589   -0 29 36.0
 AA5216;UTM  16      - 5,066,708.107   446,914.824   MT  0.99963464   -0 29 20.1
 AA5216
 AA5216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5216!SPC MI N     -   0.99995879  x   0.99994589  =   0.99990468
 AA5216!UTM  16      -   0.99995879  x   0.99963464  =   0.99959345
 AA5216
 AA5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4691466708(NAD 83)
 AA5216
 AA5216                          SUPERSEDED SURVEY CONTROL
 AA5216
 AA5216  NAD 83(2007)-  45 45 06.81199(N)    087 40 57.09097(W) AD(2002.00) 0
 AA5216  ELLIP H (02/10/07)  262.894  (m)                       GP(2002.00)    
 AA5216  ELLIP H (07/17/02)  262.930  (m)                       GP(       ) 4 1
 AA5216  NAD 83(1994)-  45 45 06.80997(N)    087 40 57.08765(W) AD(       ) 1
 AA5216  ELLIP H (02/03/97)  262.905  (m)                       GP(       ) 4 1
 AA5216  NAD 83(1991)-  45 45 06.81150(N)    087 40 57.08480(W) AD(       ) 1
 AA5216
 AA5216.Superseded values are not recommended for survey control.
 AA5216
 AA5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5216.See file dsdata.pdf to determine how the superseded data were derived.
 AA5216
 AA5216_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5216_STAMPING: 55200 1992
 AA5216_MARK LOGO: MIDT
 AA5216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5216+STABILITY: SURFACE MOTION
 AA5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5216+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5216
 AA5216  HISTORY     - Date     Condition        Report By
 AA5216  HISTORY     - 1992     MONUMENTED       MIDT
 AA5216  HISTORY     - 20011023 GOOD             USPSQD
 AA5216  HISTORY     - 20031017 GOOD             USPSQD
 AA5216  HISTORY     - 20060427 GOOD             USPSQD
 AA5216
 AA5216                          STATION DESCRIPTION
 AA5216
 AA5216'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5216'STATION IS LOCATED IN QUAD. 450874, IN THE SOUTHWEST 1/4 OF SOUTHEAST
 AA5216'1/4 OF SECTION 19, T-39-N, R-27-W, MEYER TOWNSHIP. ABOUT 3/4 MILE EAST
 AA5216'OF MENOMINEE-DICKINSON COUNTY LINE, AND ON THE WAUCEDAH QUADRANGLE
 AA5216'MAP.
 AA5216'
 AA5216'TO REACH FROM UNITED STATES HIGHWAY 2 AND COUNTY ROAD NO.43
 AA5216'INTERSECTION IN CUNARD, PROCEED  1.4 MI (2.3 KM) NORTHWESTERLY ALONG
 AA5216'EXISTING UNITED STATES HIGHWAY 2 TO STATION ON THE RIGHT, ON HIGHWAY
 AA5216'RIGHT OF WAY.
 AA5216'
 AA5216'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5216'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 61 FT (18.6 M)
 AA5216'NORTHEASTERLY OF EXISTING CENTER OF UNITED STATES HIGHWAY 2, 123 FT
 AA5216'(37.5 M) NORTHWESTERLY OF COUNTY ROAD NO.44, 335 FT (102.1 M) EAST OF
 AA5216'DRIVE TO KEN KAE CAMPGROUND,  55 FT (16.8 M) SOUTH OF TREE LINE, AND 3
 AA5216'FT (0.9 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5216
 AA5216                          STATION RECOVERY (2001)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
 AA5216
 AA5216                          STATION RECOVERY (2003)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
 AA5216
 AA5216                          STATION RECOVERY (2006)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0739 ***********************************************************************
 NE0739  DESIGNATION -  56 1/2
 NE0739  PID         -  NE0739
 NE0739  STATE/COUNTY-  MI/OAKLAND
 NE0739  COUNTRY     -  US
 NE0739  USGS QUAD   -  SOUTH LYON (2017)
 NE0739
 NE0739                         *CURRENT SURVEY CONTROL
 NE0739  ______________________________________________________________________
 NE0739* NAD 83(1986) POSITION- 42 29 34.32   (N) 083 37 38.27   (W)   HD_HELD1
 NE0739* NAVD 88 ORTHO HEIGHT -   282.075 (meters)      925.44  (feet) ADJUSTED
 NE0739  ______________________________________________________________________
 NE0739  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 NE0739  DYNAMIC HEIGHT  -        281.995 (meters)      925.18  (feet) COMP
 NE0739  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 NE0739
 NE0739  VERT ORDER      -  SECOND    CLASS 0
 NE0739
 NE0739.The horizontal coordinates were determined by differentially corrected
 NE0739.hand held GPS observations or other comparable positioning techniques
 NE0739.and have an estimated accuracy of +/- 3 meters.
 NE0739
 NE0739.The orthometric height was determined by differential leveling and
 NE0739.adjusted by the NATIONAL GEODETIC SURVEY
 NE0739.in June 1991.
 NE0739
 NE0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0739.GEOID18 height accuracy estimate available here.
 NE0739
 NE0739.Click photographs - Photos may exist for this station.
 NE0739
 NE0739.The dynamic height is computed by dividing the NAVD 88
 NE0739.geopotential number by the normal gravity value computed on the
 NE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0739.degrees latitude (g = 980.6199 gals.).
 NE0739
 NE0739.The modeled gravity was interpolated from observed gravity values.
 NE0739
 NE0739;                    North         East    Units  Estimated Accuracy
 NE0739;SPC MI S     -   110,552.0   4,060,777.3     MT  (+/- 3 meters HH1 GPS) 
 NE0739
 NE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8409307846(NAD 83)
 NE0739
 NE0739                          SUPERSEDED SURVEY CONTROL
 NE0739
 NE0739  NGVD 29 (??/??/92)  282.201  (m)          925.85   (f) ADJ UNCH    2 0
 NE0739
 NE0739.Superseded values are not recommended for survey control.
 NE0739
 NE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0739.See file dsdata.pdf to determine how the superseded data were derived.
 NE0739
 NE0739_MARKER: B = BOLT
 NE0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0739_STAMPING: 56 1/2
 NE0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0739+STABILITY: SURFACE MOTION
 NE0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0739+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 NE0739
 NE0739  HISTORY     - Date     Condition        Report By
 NE0739  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0739  HISTORY     - 1938     GOOD             CGS
 NE0739  HISTORY     - 20060320 GOOD             INDIV
 NE0739
 NE0739                          STATION DESCRIPTION
 NE0739
 NE0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0739'2.5 MI NE FROM SOUTH LYON.
 NE0739'ABOUT 2.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM
 NE0739'THE STATION AT SOUTH LYON, OAKLAND COUNTY, ABOUT 0.5 MILE
 NE0739'NORTHEAST OF MILEPOST 57, AT A FARM-ROAD CROSSING, ABOUT 16
 NE0739'YARDS NORTHWEST OF THE CROSSING OF THE CENTERLINE OF THE ROAD
 NE0739'AND THE NORTH RAIL, ABOUT 8 YARDS WEST OF THE WEST POST OF A
 NE0739'GATE, ABOUT 8 YARDS NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NE0739'AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.  A COPPER BOLT,
 NE0739'STAMPED 56 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0739
 NE0739                          STATION RECOVERY (2006)
 NE0739
 NE0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0739'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0750 ***********************************************************************
 NE0750  DESIGNATION -  56 1/2
 NE0750  PID         -  NE0750
 NE0750  STATE/COUNTY-  MI/GENESEE
 NE0750  COUNTRY     -  US
 NE0750  USGS QUAD   -  LINDEN (2017)
 NE0750
 NE0750                         *CURRENT SURVEY CONTROL
 NE0750  ______________________________________________________________________
 NE0750* NAD 83(1986) POSITION- 42 49 52.     (N) 083 48 13.     (W)   SCALED
 NE0750* NAVD 88 ORTHO HEIGHT -   270.511 (meters)      887.50  (feet) ADJUSTED
 NE0750  ______________________________________________________________________
 NE0750  GEOID HEIGHT    -        -33.673 (meters)                     GEOID18
 NE0750  DYNAMIC HEIGHT  -        270.439 (meters)      887.27  (feet) COMP
 NE0750  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 NE0750
 NE0750  VERT ORDER      -  SECOND    CLASS 0
 NE0750
 NE0750.The horizontal coordinates were scaled from a map and have
 NE0750.an estimated accuracy of +/- 6 seconds.
 NE0750
 NE0750.The orthometric height was determined by differential leveling and
 NE0750.adjusted by the NATIONAL GEODETIC SURVEY
 NE0750.in June 1991.
 NE0750
 NE0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0750.GEOID18 height accuracy estimate available here.
 NE0750
 NE0750.Click photographs - Photos may exist for this station.
 NE0750
 NE0750.The dynamic height is computed by dividing the NAVD 88
 NE0750.geopotential number by the normal gravity value computed on the
 NE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0750.degrees latitude (g = 980.6199 gals.).
 NE0750
 NE0750.The modeled gravity was interpolated from observed gravity values.
 NE0750
 NE0750;                    North         East    Units  Estimated Accuracy
 NE0750;SPC MI S     -   148,010.    4,046,030.      MT  (+/- 180 meters Scaled)
 NE0750
 NE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH708458(NAD 83)
 NE0750
 NE0750                          SUPERSEDED SURVEY CONTROL
 NE0750
 NE0750  NGVD 29 (??/??/92)  270.631  (m)          887.90   (f) ADJ UNCH    2 0
 NE0750
 NE0750.Superseded values are not recommended for survey control.
 NE0750
 NE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0750.See file dsdata.pdf to determine how the superseded data were derived.
 NE0750
 NE0750_MARKER: B = BOLT
 NE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0750_STAMPING: 56-1/2
 NE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0750+STABILITY: SURFACE MOTION
 NE0750
 NE0750  HISTORY     - Date     Condition        Report By
 NE0750  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0750  HISTORY     - 1934     GOOD             CGS
 NE0750  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0750
 NE0750                          STATION DESCRIPTION
 NE0750
 NE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0750'1.2 MI NW FROM LINDEN.
 NE0750'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0750'THE STATION AT LINDEN, GENESEE COUNTY, 0.5 MILE SOUTHEAST OF
 NE0750'MILEPOST D 57, 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0750'AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER
 NE0750'BOLT STAMPED 56-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0750
 NE0750                          STATION RECOVERY (2007)
 NE0750
 NE0750'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0750'STATION IS DISCRIBED AS 1.2 FEET SOUTHWEST OF FENCE, THIS FENCE IS
 NE0750'DOWN OR GONE IN SOME LOCATIONS, AT ONE TIME THERE MAY HAVE BEEN
 NE0750'AGRICULTURAL ACTIVITY IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0849 ***********************************************************************
 OJ0849  DESIGNATION -  56 USE
 OJ0849  PID         -  OJ0849
 OJ0849  STATE/COUNTY-  MI/HURON
 OJ0849  COUNTRY     -  US
 OJ0849  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0849
 OJ0849                         *CURRENT SURVEY CONTROL
 OJ0849  ______________________________________________________________________
 OJ0849* NAD 83(1994) POSITION- 43 51 08.81575(N) 082 38 37.02240(W)   ADJUSTED
 OJ0849* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) VERTCON3
 OJ0849  ______________________________________________________________________
 OJ0849  GEOID HEIGHT    -        -35.169 (meters)                     GEOID18
 OJ0849  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 OJ0849  HORZ ORDER      -  SECOND
 OJ0849
 OJ0849.The horizontal coordinates were established by classical geodetic methods
 OJ0849.and adjusted by the National Geodetic Survey in February 1997.
 OJ0849
 OJ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0849
 OJ0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0849.GEOID18 height accuracy estimate available here.
 OJ0849
 OJ0849.Click photographs - Photos may exist for this station.
 OJ0849
 OJ0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0849
 OJ0849. The following values were computed from the NAD 83(1994) position.
 OJ0849
 OJ0849;                    North         East     Units Scale Factor Converg.
 OJ0849;SPC MI S     -   262,738.473 4,138,538.470   MT  1.00004968   +1 10 21.3
 OJ0849;SPC MI S     -   862,002.86 13,577,882.12   iFT  1.00004968   +1 10 21.3
 OJ0849;UTM  17      - 4,856,797.764   367,897.553   MT  0.99981464   -1 08 19.9
 OJ0849
 OJ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0849!SPC MI S     -   0.99997757  x   1.00004968  =   1.00002725
 OJ0849!UTM  17      -   0.99997757  x   0.99981464  =   0.99979222
 OJ0849
 OJ0849:                Primary Azimuth Mark                     Grid Az
 OJ0849:SPC MI S     -  HARBOR BEACH S PIER LT                   132 12 56.3
 OJ0849:UTM  17      -  HARBOR BEACH S PIER LT                   134 31 37.5
 OJ0849
 OJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6789756797(NAD 83)
 OJ0849
 OJ0849|---------------------------------------------------------------------|
 OJ0849| PID    Reference Object                     Distance      Geod. Az  |
 OJ0849|                                                           dddmmss.s |
 OJ0849| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.2 KM 1251202.0 |
 OJ0849| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.2 KM 1272121.5 |
 OJ0849| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.4 KM 1332317.6 |
 OJ0849| OJ0847 57                                  244.266 METERS 17416     |
 OJ0849| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 1.3 KM 2974741.6 |
 OJ0849|---------------------------------------------------------------------|
 OJ0849
 OJ0849                          SUPERSEDED SURVEY CONTROL
 OJ0849
 OJ0849  NAD 83(1986)-  43 51 08.80098(N)    082 38 37.04673(W) AD(       ) 2
 OJ0849  NAD 27      -  43 51 08.74477(N)    082 38 37.30652(W) AD(       ) 2
 OJ0849  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OJ0849
 OJ0849.Superseded values are not recommended for survey control.
 OJ0849
 OJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0849.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0849
 OJ0849_MARKER: X = CHISELED CROSS
 OJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0849+STABILITY: SURFACE MOTION
 OJ0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0849+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2013
 OJ0849
 OJ0849  HISTORY     - Date     Condition        Report By
 OJ0849  HISTORY     - 1980     MONUMENTED       NOS
 OJ0849  HISTORY     - 20130612 GOOD             INDIV
 OJ0849
 OJ0849                          STATION DESCRIPTION
 OJ0849
 OJ0849'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0849'THE STATION IS LOCATED IN HARBOR BEACH ON THE NORTHEAST CORNER OF
 OJ0849'THE DETROIT EDISON POWER PLANT PROPERTY.
 OJ0849'
 OJ0849'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0849'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 TO DETROIT EDISON
 OJ0849'PLANT ROAD.  TURN RIGHT ON THE DETROIT EDISON PLANT ROAD
 OJ0849'AND GO TO THE GUARD AT THE GATE FOR PERMISSION TO ENTER THE NORTHEAST
 OJ0849'CORNER OF THE PROPERTY AND THE VICINITY OF THE STATION.
 OJ0849'
 OJ0849'THE STATION IS AN X ON TOP OF A 5 BY 10 CM BRASS PLATE
 OJ0849'STAMPED---DECO---,
 OJ0849'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0849'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0849'13.31 METERS (43.7 FT) EAST FROM THE GUARD RAIL AT THE WEST
 OJ0849'END OF THE GUARD RAIL.
 OJ0849'6.49 METERS (21.3 FT) WEST FROM A LAMPPOST.
 OJ0849'6.16 METERS (20.2 FT) NORTHEAST FROM THE CURVED GUARD RAIL.
 OJ0849'
 OJ0849'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.49 METERS.
 OJ0849'
 OJ0849'DESCRIBED BY T. KUCHCIAK.
 OJ0849
 OJ0849                          STATION RECOVERY (2013)
 OJ0849
 OJ0849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (RJS)
 OJ0849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0282 ***********************************************************************
 OJ0282  DESIGNATION -  56 Y 2
 OJ0282  PID         -  OJ0282
 OJ0282  STATE/COUNTY-  MI/TUSCOLA
 OJ0282  COUNTRY     -  US
 OJ0282  USGS QUAD   -  CLIFFORD (2017)
 OJ0282
 OJ0282                         *CURRENT SURVEY CONTROL
 OJ0282  ______________________________________________________________________
 OJ0282* NAD 83(1986) POSITION- 43 20 27.     (N) 083 11 30.     (W)   SCALED
 OJ0282* NAVD 88 ORTHO HEIGHT -   265.343 (meters)      870.55  (feet) ADJUSTED
 OJ0282  ______________________________________________________________________
 OJ0282  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 OJ0282  DYNAMIC HEIGHT  -        265.287 (meters)      870.36  (feet) COMP
 OJ0282  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 OJ0282
 OJ0282  VERT ORDER      -  SECOND    CLASS I
 OJ0282
 OJ0282.The horizontal coordinates were scaled from a map and have
 OJ0282.an estimated accuracy of +/- 6 seconds.
 OJ0282
 OJ0282.The orthometric height was determined by differential leveling and
 OJ0282.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0282.in October 2019.
 OJ0282
 OJ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0282.GEOID18 height accuracy estimate available here.
 OJ0282
 OJ0282.Click photographs - Photos may exist for this station.
 OJ0282
 OJ0282.The dynamic height is computed by dividing the NAVD 88
 OJ0282.geopotential number by the normal gravity value computed on the
 OJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0282.degrees latitude (g = 980.6199 gals.).
 OJ0282
 OJ0282.The modeled gravity was interpolated from observed gravity values.
 OJ0282
 OJ0282;                    North         East    Units  Estimated Accuracy
 OJ0282;SPC MI S     -   205,140.    4,095,270.      MT  (+/- 180 meters Scaled)
 OJ0282
 OJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ223009(NAD 83)
 OJ0282
 OJ0282                          SUPERSEDED SURVEY CONTROL
 OJ0282
 OJ0282  NAVD 88 (06/15/91)  265.346  (m)          870.56   (f) SUPERSEDED  2 0
 OJ0282  NGVD 29 (??/??/92)  265.469  (m)          870.96   (f) ADJ UNCH    2 0
 OJ0282
 OJ0282.Superseded values are not recommended for survey control.
 OJ0282
 OJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0282.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0282
 OJ0282_MARKER: Z = SEE DESCRIPTION
 OJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0282_STAMPING: BM NO 56 1/2
 OJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0282+STABILITY: SURFACE MOTION
 OJ0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0282+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 OJ0282
 OJ0282  HISTORY     - Date     Condition        Report By
 OJ0282  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0282  HISTORY     - 1934     GOOD             CGS
 OJ0282  HISTORY     - 20041103 GOOD             USPSQD
 OJ0282
 OJ0282                          STATION DESCRIPTION
 OJ0282
 OJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0282'1.7 MI N FROM CLIFFORD.
 OJ0282'IN TUSCOLA COUNTY, 1.7 MILES NORTH ALONG THE GRAND TRUNK WESTERN
 OJ0282'RAILWAY FROM THE STATION AT CLIFFORD, LAPEER COUNTY, 105 YARDS
 OJ0282'NORTH OF A GRAVEL-ROAD CROSSING, 21.4 FEET EAST OF THE EAST
 OJ0282'RAIL, 4.0 FEET NORTH OF A POLE, 1.6 FEET WEST OF THE RIGHT-OF-WAY
 OJ0282'FENCE, AND 6.0 FEET HIGHER THAN THE TOP OF RAIL.  A 1-1/2 INCH
 OJ0282'BRONZE PLUG, STAMPED B.M. NO. 56 1/2 IN AND SET IN THE TOP OF
 OJ0282'A CONCRETE POST.
 OJ0282
 OJ0282                          STATION RECOVERY (2004)
 OJ0282
 OJ0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (DNM)
 OJ0282'RECOVERED AS DESCRIBED. ON LAND OWNED BY MARLENE BOUFFLERS, 5859
 OJ0282'MAYVILLE ROAD. CLIFFORD, MI  48727.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8094 ***********************************************************************
 AA8094  CBN         -  This is a Cooperative Base Network Control Station.
 AA8094  DESIGNATION -  56104
 AA8094  PID         -  AA8094
 AA8094  STATE/COUNTY-  MI/MIDLAND
 AA8094  COUNTRY     -  US
 AA8094  USGS QUAD   -  AVERILL (2017)
 AA8094
 AA8094                         *CURRENT SURVEY CONTROL
 AA8094  ______________________________________________________________________
 AA8094* NAD 83(2011) POSITION- 43 40 53.37788(N) 084 21 16.74774(W)   ADJUSTED
 AA8094* NAD 83(2011) ELLIP HT-   160.884 (meters)        (06/27/12)   ADJUSTED
 AA8094* NAD 83(2011) EPOCH   -  2010.00
 AA8094* NAVD 88 ORTHO HEIGHT -   195.2   (meters)      640.    (feet) GPS OBS
 AA8094  ______________________________________________________________________
 AA8094  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8094  GEOID HEIGHT    -        -33.944 (meters)                     GEOID93
 AA8094  GEOID HEIGHT    -        -34.289 (meters)                     GEOID18
 AA8094  NAD 83(2011) X  -    454,482.326 (meters)                     COMP
 AA8094  NAD 83(2011) Y  - -4,597,696.865 (meters)                     COMP
 AA8094  NAD 83(2011) Z  -  4,382,677.856 (meters)                     COMP
 AA8094  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 AA8094
 AA8094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8094  Standards:
 AA8094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8094  -------------------------------------------------------------------
 AA8094  NETWORK    1.45   3.78           0.65   0.52   1.93     -0.04035820
 AA8094  -------------------------------------------------------------------
 AA8094  Click here for local accuracies and other accuracy information.
 AA8094
 AA8094.The horizontal coordinates were established by GPS observations
 AA8094.and adjusted by the National Geodetic Survey in June 2012.
 AA8094
 AA8094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8094.been affixed to the stable North American tectonic plate. See 
 AA8094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8094
 AA8094.The horizontal coordinates are valid at the epoch date displayed above
 AA8094.which is a decimal equivalence of Year/Month/Day.
 AA8094
 AA8094.The orthometric height was determined by GPS observations and a
 AA8094.high-resolution geoid model.
 AA8094
 AA8094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8094.GEOID18 height accuracy estimate available here.
 AA8094
 AA8094.Click photographs - Photos may exist for this station.
 AA8094
 AA8094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8094
 AA8094.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8094
 AA8094.The ellipsoidal height was determined by GPS observations
 AA8094.and is referenced to NAD 83.
 AA8094
 AA8094. The following values were computed from the NAD 83(2011) position.
 AA8094
 AA8094;                    North         East     Units Scale Factor Converg.
 AA8094;SPC MI S     -   242,325.961 4,000,968.782   MT  1.00000357   +0 00 29.4
 AA8094;SPC MI S     -   795,032.68 13,126,538.00   iFT  1.00000357   +0 00 29.4
 AA8094;UTM  16      - 4,839,898.854   713,223.295   MT  1.00015925   +1 49 39.7
 AA8094
 AA8094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8094!SPC MI S     -   0.99997477  x   1.00000357  =   0.99997834
 AA8094!UTM  16      -   0.99997477  x   1.00015925  =   1.00013402
 AA8094
 AA8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1322339898(NAD 83)
 AA8094
 AA8094                          SUPERSEDED SURVEY CONTROL
 AA8094
 AA8094  NAD 83(2007)-  43 40 53.37811(N)    084 21 16.74848(W) AD(2002.00) 0
 AA8094  ELLIP H (02/10/07)  160.897  (m)                       GP(2002.00)    
 AA8094  ELLIP H (07/12/02)  160.894  (m)                       GP(       ) 4 2
 AA8094  NAD 83(1994)-  43 40 53.37825(N)    084 21 16.74871(W) AD(       ) B
 AA8094  ELLIP H (09/20/95)  160.919  (m)                       GP(       ) 1 2
 AA8094
 AA8094.Superseded values are not recommended for survey control.
 AA8094
 AA8094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8094.See file dsdata.pdf to determine how the superseded data were derived.
 AA8094
 AA8094_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8094_STAMPING: 56104
 AA8094_MARK LOGO: MIDT
 AA8094_PROJECTION: RECESSED 15 CENTIMETERS
 AA8094_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8094+STABILITY: SURFACE MOTION
 AA8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8094+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2008
 AA8094
 AA8094  HISTORY     - Date     Condition        Report By
 AA8094  HISTORY     - 1981     MONUMENTED       MIDT
 AA8094  HISTORY     - 19940520 GOOD             NGS
 AA8094  HISTORY     - 20010604 GOOD             USPSQD
 AA8094  HISTORY     - 20030110 GOOD             ROWEIN
 AA8094  HISTORY     - 20040417 GOOD             JCLS
 AA8094  HISTORY     - 20040419 GOOD             JCLS
 AA8094  HISTORY     - 20080327 GOOD             COLEM
 AA8094
 AA8094                          STATION DESCRIPTION
 AA8094
 AA8094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8094'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHWEST OF MIDLAND, 0.6 MI
 AA8094'(1.0 KM) EAST OF THE EAST CITY LIMITS OF SANFORD, IN SECTION 28, T 15
 AA8094'N, R 1 E, LINCOLN TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT OF
 AA8094'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF CENTER
 AA8094'STREET AND SAGINAW ROAD IN SANFORD, GO NORTHEAST AND EAST ON CENTER
 AA8094'STREET FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH MERIDIAN ROAD.
 AA8094'TURN LEFT, NORTH, ON MERIDIAN ROAD FOR 0.5 MI (0.8 KM) TO THE U.S.
 AA8094'HIGHWAY 10 INTERCHANGE WITH MERIDIAN ROAD.  TURN RIGHT ON THE
 AA8094'EASTBOUND ENTRANCE RAMP FOR HIGHWAY 10 FOR 0.9 MI (1.4 KM) TO A MEDIAN
 AA8094'CROSSOVER AND THE STATION ON THE LEFT.  STATION IS RECESSED 15 CM
 AA8094'BELOW GROUND.  IT IS 40.6 FT (12.4 M) SOUTHEAST FROM A WESTBOUND
 AA8094'AUTHORIZED VEHICLES ONLY METAL SIGN POST, 31.8 FT (9.7 M) NORTHEAST
 AA8094'FROM AN EASTBOUND AUTHORIZED VEHICLES ONLY METAL SIGN POST, 31.5 FT
 AA8094'(9.6 M) SOUTHWEST FROM THE CENTER OF WESTBOUND U.S.  HIGHWAY 10, AND
 AA8094'19.2 FT (5.9 M) SOUTHEAST FROM THE CENTER OF THE MEDIAN CROSSOVER.
 AA8094'UNDERGROUND MARK ABOUT 4 FT (1.2 M) BELOW THE GROUND SURFACE.
 AA8094
 AA8094                          STATION RECOVERY (2001)
 AA8094
 AA8094'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8094'RECOVERED IN GOOD CONDITION.
 AA8094
 AA8094                          STATION RECOVERY (2003)
 AA8094
 AA8094'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SJS)
 AA8094'MARK FOUND IN GOOD CONDITION, AS DESCRIBED.
 AA8094
 AA8094                          STATION RECOVERY (2004)
 AA8094
 AA8094'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8094'RECOVERED IN GOOD CONDITION.
 AA8094
 AA8094                          STATION RECOVERY (2004)
 AA8094
 AA8094'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AA8094'RECOVERED IN GOOD CONDITION.
 AA8094
 AA8094                          STATION RECOVERY (2008)
 AA8094
 AA8094'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA8094'MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4896 ***********************************************************************
 DL4896  DESIGNATION -  56600
 DL4896  PID         -  DL4896
 DL4896  STATE/COUNTY-  MI/MIDLAND
 DL4896  COUNTRY     -  US
 DL4896  USGS QUAD   -  COLEMAN (2017)
 DL4896
 DL4896                         *CURRENT SURVEY CONTROL
 DL4896  ______________________________________________________________________
 DL4896* NAD 83(1986) POSITION- 43 46 06.86   (N) 084 35 11.96   (W)   HD_HELD1
 DL4896* NAVD 88 ORTHO HEIGHT -   235.343 (meters)      772.12  (feet) ADJUSTED
 DL4896  ______________________________________________________________________
 DL4896  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 DL4896  DYNAMIC HEIGHT  -        235.298 (meters)      771.97  (feet) COMP
 DL4896  MODELED GRAVITY -    980,422.2   (mgal)                       NAVD 88
 DL4896
 DL4896  VERT ORDER      -  FIRST     CLASS II
 DL4896
 DL4896.The horizontal coordinates were determined by differentially corrected
 DL4896.hand held GPS observations or other comparable positioning techniques
 DL4896.and have an estimated accuracy of +/- 3 meters.
 DL4896
 DL4896.The orthometric height was determined by differential leveling and
 DL4896.adjusted by the NATIONAL GEODETIC SURVEY
 DL4896.in October 2009.
 DL4896
 DL4896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4896.GEOID18 height accuracy estimate available here.
 DL4896
 DL4896.Click photographs - Photos may exist for this station.
 DL4896
 DL4896.The dynamic height is computed by dividing the NAVD 88
 DL4896.geopotential number by the normal gravity value computed on the
 DL4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4896.degrees latitude (g = 980.6199 gals.).
 DL4896
 DL4896.The modeled gravity was interpolated from observed gravity values.
 DL4896
 DL4896;                    North         East    Units  Estimated Accuracy
 DL4896;SPC MI S     -   252,024.2   3,982,286.6     MT  (+/- 3 meters HH1 GPS) 
 DL4896
 DL4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9424048999(NAD 83)
 DL4896
 DL4896                          SUPERSEDED SURVEY CONTROL
 DL4896
 DL4896.No superseded survey control is available for this station.
 DL4896
 DL4896_MARKER: DD = SURVEY DISK
 DL4896_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4896_SP_SET: BRIDGE ABUTMENT
 DL4896_STAMPING: 56600 2008
 DL4896_MARK LOGO: MIDT
 DL4896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4896+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2016
 DL4896
 DL4896  HISTORY     - Date     Condition        Report By
 DL4896  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4896  HISTORY     - 20160324 GOOD             SPICE
 DL4896
 DL4896                          STATION DESCRIPTION
 DL4896
 DL4896'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4896'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 10 WITH COLEMAN
 DL4896'ROAD, LOCATED APPROXIMATELY 13 MI (20.9 KM) NORTHEAST OF THE CITY OF
 DL4896'MOUNT PLEASANT, MI.
 DL4896'
 DL4896'TO REACH FROM THE INTERSECTION OF WEST SAGINAW ROAD WITH NORTH COLEMAN
 DL4896'ROAD, IN COLEMAN, GO NORTH ON NORTH COLEMAN ROAD FOR 0.8 MI (1.3 KM)
 DL4896'TO THE JUNCTION OF NORTH COLEMAN ROAD WITH HIGHWAY 10 AND THE STATION
 DL4896'ON THE LEFT.
 DL4896'
 DL4896'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4896'MODERNIZATION MARK DISK SET IN THE WEST END OF THE NORTH ABUTMENT OF
 DL4896'COLEMAN ROAD BRIDGE --S01 OF 56045--.
 DL4896
 DL4896                          STATION RECOVERY (2016)
 DL4896
 DL4896'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4897 ***********************************************************************
 DL4897  DESIGNATION -  56601
 DL4897  PID         -  DL4897
 DL4897  STATE/COUNTY-  MI/MIDLAND
 DL4897  COUNTRY     -  US
 DL4897  USGS QUAD   -  COLEMAN (2017)
 DL4897
 DL4897                         *CURRENT SURVEY CONTROL
 DL4897  ______________________________________________________________________
 DL4897* NAD 83(2011) POSITION- 43 45 33.88172(N) 084 33 13.59218(W)   ADJUSTED
 DL4897* NAD 83(2011) ELLIP HT-   188.871 (meters)        (06/27/12)   ADJUSTED
 DL4897* NAD 83(2011) EPOCH   -  2010.00
 DL4897* NAVD 88 ORTHO HEIGHT -   222.966 (meters)      731.51  (feet) ADJUSTED
 DL4897  ______________________________________________________________________
 DL4897  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 DL4897  NAD 83(2011) X  -    437,934.979 (meters)                     COMP
 DL4897  NAD 83(2011) Y  - -4,593,312.236 (meters)                     COMP
 DL4897  NAD 83(2011) Z  -  4,388,954.098 (meters)                     COMP
 DL4897  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DL4897  DYNAMIC HEIGHT  -        222.923 (meters)      731.37  (feet) COMP
 DL4897  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL4897
 DL4897  VERT ORDER      -  FIRST     CLASS II
 DL4897
 DL4897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4897  Standards:
 DL4897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4897  -------------------------------------------------------------------
 DL4897  NETWORK    0.32   0.51           0.15   0.10   0.26     -0.01404511
 DL4897  -------------------------------------------------------------------
 DL4897  Click here for local accuracies and other accuracy information.
 DL4897
 DL4897.The horizontal coordinates were established by GPS observations
 DL4897.and adjusted by the National Geodetic Survey in June 2012.
 DL4897
 DL4897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4897.been affixed to the stable North American tectonic plate. See 
 DL4897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4897
 DL4897.The horizontal coordinates are valid at the epoch date displayed above
 DL4897.which is a decimal equivalence of Year/Month/Day.
 DL4897
 DL4897.The orthometric height was determined by differential leveling and
 DL4897.adjusted by the NATIONAL GEODETIC SURVEY
 DL4897.in October 2009.
 DL4897
 DL4897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4897.GEOID18 height accuracy estimate available here.
 DL4897
 DL4897.Click photographs - Photos may exist for this station.
 DL4897
 DL4897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4897
 DL4897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4897
 DL4897.The ellipsoidal height was determined by GPS observations
 DL4897.and is referenced to NAD 83.
 DL4897
 DL4897.The dynamic height is computed by dividing the NAVD 88
 DL4897.geopotential number by the normal gravity value computed on the
 DL4897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4897.degrees latitude (g = 980.6199 gals.).
 DL4897
 DL4897.The modeled gravity was interpolated from observed gravity values.
 DL4897
 DL4897. The following values were computed from the NAD 83(2011) position.
 DL4897
 DL4897;                    North         East     Units Scale Factor Converg.
 DL4897;SPC MI S     -   250,999.940 3,984,931.853   MT  1.00002347   -0 07 38.4
 DL4897;SPC MI S     -   823,490.62 13,073,923.40   iFT  1.00002347   -0 07 38.4
 DL4897;UTM  16      - 4,848,060.074   696,917.322   MT  1.00007697   +1 41 32.7
 DL4897
 DL4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4897!SPC MI S     -   0.99997038  x   1.00002347  =   0.99999385
 DL4897!UTM  16      -   0.99997038  x   1.00007697  =   1.00004735
 DL4897
 DL4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9691748060(NAD 83)
 DL4897
 DL4897                          SUPERSEDED SURVEY CONTROL
 DL4897
 DL4897  NAD 83(2007)-  43 45 33.88176(N)    084 33 13.59296(W) AD(2002.00) B
 DL4897  ELLIP H (10/23/09)  188.894  (m)                       GP(2002.00) 3 1
 DL4897
 DL4897.Superseded values are not recommended for survey control.
 DL4897
 DL4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4897.See file dsdata.pdf to determine how the superseded data were derived.
 DL4897
 DL4897_MARKER: DD = SURVEY DISK
 DL4897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4897_STAMPING: 56601 2008
 DL4897_MARK LOGO: MIDT
 DL4897_PROJECTION: FLUSH
 DL4897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4897+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DL4897
 DL4897  HISTORY     - Date     Condition        Report By
 DL4897  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4897  HISTORY     - 20120713 GOOD             WOOLPT
 DL4897  HISTORY     - 20160324 GOOD             SPICE
 DL4897  HISTORY     - 20210713 GOOD             MIDT
 DL4897
 DL4897                          STATION DESCRIPTION
 DL4897
 DL4897'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4897'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF LOOMIS,
 DL4897'1.8 MI (2.9 KM) NORTHWEST OF ALAMANDO AND 1.6 MI (2.6 KM) EAST OF
 DL4897'COLEMAN.
 DL4897'
 DL4897'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4897'HIGHWAY 18 (CASTOR ROAD), LOCATED APPROXIMATELY 16 MI (25.7 KM)
 DL4897'NORTHEAST OF THE CITY OF MOUNT PLEASANT, MI, GO NORTHWEST ON US
 DL4897'HIGHWAY 10 FOR 3.7 MI (6.0 KM) TO SHAFFER ROAD, CONTINUE NORTHWEST ON
 DL4897'US HIGHWAY 10 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DL4897'
 DL4897'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4897'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4897'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL4897'
 DL4897'THE STATION IS 50 FT (15.2 M) SOUTHWEST OF A RIGHT-OF-WAY FENCE, 30.5
 DL4897'FT (9.3 M) NORTHEAST OF EDGE OF PAVEMENT OF WEST-BOUND US HIGHWAY 10,
 DL4897'AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE.
 DL4897
 DL4897                          STATION RECOVERY (2012)
 DL4897
 DL4897'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DL4897'RECOVERED IN GOOD CONDITION.
 DL4897
 DL4897                          STATION RECOVERY (2016)
 DL4897
 DL4897'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (ESB)
 DL4897'RECOVERED IN GOOD CONDITION.
 DL4897
 DL4897                          STATION RECOVERY (2021)
 DL4897
 DL4897'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4897'FOUND AS DESCRIBED IN 2008, EXCEPT THE MARK IS 2.5 FT (0.8 M)
 DL4897'SOUTHWEST OF THE ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4918 ***********************************************************************
 DL4918  DESIGNATION -  56602
 DL4918  PID         -  DL4918
 DL4918  STATE/COUNTY-  MI/MIDLAND
 DL4918  COUNTRY     -  US
 DL4918  USGS QUAD   -  ALAMANDO (2017)
 DL4918
 DL4918                         *CURRENT SURVEY CONTROL
 DL4918  ______________________________________________________________________
 DL4918* NAD 83(1986) POSITION- 43 44 44.26   (N) 084 31 53.39   (W)   HD_HELD1
 DL4918* NAVD 88 ORTHO HEIGHT -   216.733 (meters)      711.06  (feet) ADJUSTED
 DL4918  ______________________________________________________________________
 DL4918  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 DL4918  DYNAMIC HEIGHT  -        216.691 (meters)      710.93  (feet) COMP
 DL4918  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DL4918
 DL4918  VERT ORDER      -  FIRST     CLASS II
 DL4918
 DL4918.The horizontal coordinates were determined by differentially corrected
 DL4918.hand held GPS observations or other comparable positioning techniques
 DL4918.and have an estimated accuracy of +/- 3 meters.
 DL4918
 DL4918.The orthometric height was determined by differential leveling and
 DL4918.adjusted by the NATIONAL GEODETIC SURVEY
 DL4918.in October 2009.
 DL4918
 DL4918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4918.GEOID18 height accuracy estimate available here.
 DL4918
 DL4918.Click photographs - Photos may exist for this station.
 DL4918
 DL4918.The dynamic height is computed by dividing the NAVD 88
 DL4918.geopotential number by the normal gravity value computed on the
 DL4918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4918.degrees latitude (g = 980.6199 gals.).
 DL4918
 DL4918.The modeled gravity was interpolated from observed gravity values.
 DL4918
 DL4918;                    North         East    Units  Estimated Accuracy
 DL4918;SPC MI S     -   249,464.7   3,986,723.0     MT  (+/- 3 meters HH1 GPS) 
 DL4918
 DL4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9875646582(NAD 83)
 DL4918
 DL4918                          SUPERSEDED SURVEY CONTROL
 DL4918
 DL4918.No superseded survey control is available for this station.
 DL4918
 DL4918_MARKER: DD = SURVEY DISK
 DL4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4918_STAMPING: 56602 2008
 DL4918_MARK LOGO: MIDT
 DL4918_PROJECTION: FLUSH
 DL4918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4918+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DL4918
 DL4918  HISTORY     - Date     Condition        Report By
 DL4918  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4918
 DL4918                          STATION DESCRIPTION
 DL4918
 DL4918'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4918'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 DL4918'LOOMIS, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF COLEMAN AND 0.3 MI (0.5 KM)
 DL4918'NORTHWEST OF ALAMANDO.
 DL4918'
 DL4918'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4918'HIGHWAY 18 (CASTOR ROAD), LOCATED APPROXIMATELY 16 MI (25.7 KM)
 DL4918'NORTHEAST OF THE CITY OF MOUNT PLEASANT, MI, GO NORTHWEST ON US
 DL4918'HIGHWAY 10 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT.
 DL4918'
 DL4918'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4918'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4918'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4918'
 DL4918'THE STATION IS 63 FT (19.2 M) SOUTHWEST OF A RIGHT-OF-WAY FENCE, 22.5
 DL4918'FT (6.9 M) NORTHEAST OF EDGE OF PAVEMENT OF WEST-BOUND US HIGHWAY 10,
 DL4918'AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4919 ***********************************************************************
 DL4919  DESIGNATION -  56603
 DL4919  PID         -  DL4919
 DL4919  STATE/COUNTY-  MI/MIDLAND
 DL4919  COUNTRY     -  US
 DL4919  USGS QUAD   -  ALAMANDO (2017)
 DL4919
 DL4919                         *CURRENT SURVEY CONTROL
 DL4919  ______________________________________________________________________
 DL4919* NAD 83(1986) POSITION- 43 44 11.42   (N) 084 30 19.46   (W)   HD_HELD1
 DL4919* NAVD 88 ORTHO HEIGHT -   209.300 (meters)      686.68  (feet) ADJUSTED
 DL4919  ______________________________________________________________________
 DL4919  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 DL4919  DYNAMIC HEIGHT  -        209.260 (meters)      686.55  (feet) COMP
 DL4919  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 DL4919
 DL4919  VERT ORDER      -  FIRST     CLASS II
 DL4919
 DL4919.The horizontal coordinates were determined by differentially corrected
 DL4919.hand held GPS observations or other comparable positioning techniques
 DL4919.and have an estimated accuracy of +/- 3 meters.
 DL4919
 DL4919.The orthometric height was determined by differential leveling and
 DL4919.adjusted by the NATIONAL GEODETIC SURVEY
 DL4919.in October 2009.
 DL4919
 DL4919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4919.GEOID18 height accuracy estimate available here.
 DL4919
 DL4919.Click photographs - Photos may exist for this station.
 DL4919
 DL4919.The dynamic height is computed by dividing the NAVD 88
 DL4919.geopotential number by the normal gravity value computed on the
 DL4919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4919.degrees latitude (g = 980.6199 gals.).
 DL4919
 DL4919.The modeled gravity was interpolated from observed gravity values.
 DL4919
 DL4919;                    North         East    Units  Estimated Accuracy
 DL4919;SPC MI S     -   248,447.3   3,988,823.0     MT  (+/- 3 meters HH1 GPS) 
 DL4919
 DL4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0088745632(NAD 83)
 DL4919
 DL4919                          SUPERSEDED SURVEY CONTROL
 DL4919
 DL4919.No superseded survey control is available for this station.
 DL4919
 DL4919_MARKER: DD = SURVEY DISK
 DL4919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4919_STAMPING: 56603 2008
 DL4919_MARK LOGO: MIDT
 DL4919_PROJECTION: FLUSH
 DL4919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4919+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DL4919
 DL4919  HISTORY     - Date     Condition        Report By
 DL4919  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4919
 DL4919                          STATION DESCRIPTION
 DL4919
 DL4919'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4919'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF EDENVILLE,
 DL4919'4.3 MI (6.9 KM) EAST-SOUTHEAST OF COLEMAN AND 1.1 MI (1.8 KM)
 DL4919'EAST-SOUTHEAST OF ALAMANDO.
 DL4919'
 DL4919'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4919'HIGHWAY 18 (CASTOR ROAD), LOCATED APPROXIMATELY 16 MI (25.7 KM)
 DL4919'NORTHEAST OF THE CITY OF MOUNT PLEASANT, MI, GO NORTHWEST ON US
 DL4919'HIGHWAY 10 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DL4919'
 DL4919'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4919'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4919'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4919'
 DL4919'THE STATION IS 345 FT (105.2 M) SOUTHEAST OF A SMALL POWER LINE OVER
 DL4919'US 10, 40 FT (12.2 M) SOUTHWEST OF A RIGHT-OF-WAY FENCE, 37 FT (11.3
 DL4919'M) NORTHEAST OF EDGE OF PAVEMENT OF WEST-BOUND US 10, AND 3.3 FT (1.0
 DL4919'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4920 ***********************************************************************
 DL4920  DESIGNATION -  56604
 DL4920  PID         -  DL4920
 DL4920  STATE/COUNTY-  MI/MIDLAND
 DL4920  COUNTRY     -  US
 DL4920  USGS QUAD   -  SANFORD (2017)
 DL4920
 DL4920                         *CURRENT SURVEY CONTROL
 DL4920  ______________________________________________________________________
 DL4920* NAD 83(2011) POSITION- 43 43 32.48666(N) 084 28 29.80321(W)   ADJUSTED
 DL4920* NAD 83(2011) ELLIP HT-   171.456 (meters)        (06/27/12)   ADJUSTED
 DL4920* NAD 83(2011) EPOCH   -  2010.00
 DL4920* NAVD 88 ORTHO HEIGHT -   205.641 (meters)      674.67  (feet) ADJUSTED
 DL4920  ______________________________________________________________________
 DL4920  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 DL4920  NAD 83(2011) X  -    444,502.472 (meters)                     COMP
 DL4920  NAD 83(2011) Y  - -4,595,271.363 (meters)                     COMP
 DL4920  NAD 83(2011) Z  -  4,386,235.213 (meters)                     COMP
 DL4920  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DL4920  DYNAMIC HEIGHT  -        205.601 (meters)      674.54  (feet) COMP
 DL4920  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 DL4920
 DL4920  VERT ORDER      -  FIRST     CLASS II
 DL4920
 DL4920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4920  Standards:
 DL4920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4920  -------------------------------------------------------------------
 DL4920  NETWORK    0.26   0.45           0.12   0.09   0.23     -0.03329562
 DL4920  -------------------------------------------------------------------
 DL4920  Click here for local accuracies and other accuracy information.
 DL4920
 DL4920.The horizontal coordinates were established by GPS observations
 DL4920.and adjusted by the National Geodetic Survey in June 2012.
 DL4920
 DL4920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4920.been affixed to the stable North American tectonic plate. See 
 DL4920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4920
 DL4920.The horizontal coordinates are valid at the epoch date displayed above
 DL4920.which is a decimal equivalence of Year/Month/Day.
 DL4920
 DL4920.The orthometric height was determined by differential leveling and
 DL4920.adjusted by the NATIONAL GEODETIC SURVEY
 DL4920.in October 2009.
 DL4920
 DL4920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4920.GEOID18 height accuracy estimate available here.
 DL4920
 DL4920.Click photographs - Photos may exist for this station.
 DL4920
 DL4920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4920
 DL4920.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4920
 DL4920.The ellipsoidal height was determined by GPS observations
 DL4920.and is referenced to NAD 83.
 DL4920
 DL4920.The dynamic height is computed by dividing the NAVD 88
 DL4920.geopotential number by the normal gravity value computed on the
 DL4920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4920.degrees latitude (g = 980.6199 gals.).
 DL4920
 DL4920.The modeled gravity was interpolated from observed gravity values.
 DL4920
 DL4920. The following values were computed from the NAD 83(2011) position.
 DL4920
 DL4920;                    North         East     Units Scale Factor Converg.
 DL4920;SPC MI S     -   247,242.106 3,991,275.343   MT  1.00001463   -0 04 25.3
 DL4920;SPC MI S     -   811,161.77 13,094,735.38   iFT  1.00001463   -0 04 25.3
 DL4920;UTM  16      - 4,844,505.305   703,377.417   MT  1.00010878   +1 44 45.4
 DL4920
 DL4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4920!SPC MI S     -   0.99997311  x   1.00001463  =   0.99998774
 DL4920!UTM  16      -   0.99997311  x   1.00010878  =   1.00008189
 DL4920
 DL4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0337744505(NAD 83)
 DL4920
 DL4920                          SUPERSEDED SURVEY CONTROL
 DL4920
 DL4920  NAD 83(2007)-  43 43 32.48674(N)    084 28 29.80387(W) AD(2002.00) B
 DL4920  ELLIP H (10/19/09)  171.476  (m)                       GP(2002.00) 1 1
 DL4920
 DL4920.Superseded values are not recommended for survey control.
 DL4920
 DL4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4920.See file dsdata.pdf to determine how the superseded data were derived.
 DL4920
 DL4920_MARKER: DD = SURVEY DISK
 DL4920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4920_SP_SET: BRIDGE ABUTMENT
 DL4920_STAMPING: 56604 2008
 DL4920_MARK LOGO: MIDT
 DL4920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4920+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DL4920
 DL4920  HISTORY     - Date     Condition        Report By
 DL4920  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4920  HISTORY     - 20210712 GOOD             MIDT
 DL4920
 DL4920                          STATION DESCRIPTION
 DL4920
 DL4920'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4920'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF SANFORD, 5.9
 DL4920'MI (9.5 KM) EAST-SOUTHEAST OF COLEMAN AND 2.8 MI (4.5 KM)
 DL4920'EAST-SOUTHEAST OF ALAMANDO.
 DL4920'
 DL4920'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4920'HIGHWAY 18 (CASTOR ROAD), LOCATED APPROXIMATELY 16 MI (25.7 KM)
 DL4920'NORTHEAST OF THE CITY OF MOUNT PLEASANT, MI, GO SOUTHEAST ON US
 DL4920'HIGHWAY 10 FOR 0.7 MI (1.1 KM) TO BRIDGE --B01 OF 56044-- OVER BLUFF
 DL4920'CREEK AND THE STATION ON THE LEFT.
 DL4920'
 DL4920'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4920'MODERNIZATION MARK DISK SET IN THE NORTHEAST SIDE OF THE WEST
 DL4920'ABUTMENT.
 DL4920'
 DL4920'THE STATION IS 6 FT (1.8 M) NORTHEAST OF EDGE OF CURB OF US 10.
 DL4920
 DL4920                          STATION RECOVERY (2021)
 DL4920
 DL4920'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL4920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4921 ***********************************************************************
 DL4921  DESIGNATION -  56605
 DL4921  PID         -  DL4921
 DL4921  STATE/COUNTY-  MI/MIDLAND
 DL4921  COUNTRY     -  US
 DL4921  USGS QUAD   -  SANFORD (2017)
 DL4921
 DL4921                         *CURRENT SURVEY CONTROL
 DL4921  ______________________________________________________________________
 DL4921* NAD 83(1986) POSITION- 43 42 36.64   (N) 084 26 55.95   (W)   HD_HELD1
 DL4921* NAVD 88 ORTHO HEIGHT -   201.353 (meters)      660.61  (feet) ADJUSTED
 DL4921  ______________________________________________________________________
 DL4921  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 DL4921  DYNAMIC HEIGHT  -        201.314 (meters)      660.48  (feet) COMP
 DL4921  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 DL4921
 DL4921  VERT ORDER      -  FIRST     CLASS II
 DL4921
 DL4921.The horizontal coordinates were determined by differentially corrected
 DL4921.hand held GPS observations or other comparable positioning techniques
 DL4921.and have an estimated accuracy of +/- 3 meters.
 DL4921
 DL4921.The orthometric height was determined by differential leveling and
 DL4921.adjusted by the NATIONAL GEODETIC SURVEY
 DL4921.in October 2009.
 DL4921
 DL4921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4921.GEOID18 height accuracy estimate available here.
 DL4921
 DL4921.Click photographs - Photos may exist for this station.
 DL4921
 DL4921.The dynamic height is computed by dividing the NAVD 88
 DL4921.geopotential number by the normal gravity value computed on the
 DL4921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4921.degrees latitude (g = 980.6199 gals.).
 DL4921
 DL4921.The modeled gravity was interpolated from observed gravity values.
 DL4921
 DL4921;                    North         East    Units  Estimated Accuracy
 DL4921;SPC MI S     -   245,516.1   3,993,374.3     MT  (+/- 3 meters HH1 GPS) 
 DL4921
 DL4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0553042846(NAD 83)
 DL4921
 DL4921                          SUPERSEDED SURVEY CONTROL
 DL4921
 DL4921.No superseded survey control is available for this station.
 DL4921
 DL4921_MARKER: DD = SURVEY DISK
 DL4921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4921_SP_SET: BRIDGE ABUTMENT
 DL4921_STAMPING: 56605 2008
 DL4921_MARK LOGO: MIDT
 DL4921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4921+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL4921
 DL4921  HISTORY     - Date     Condition        Report By
 DL4921  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4921
 DL4921                          STATION DESCRIPTION
 DL4921
 DL4921'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4921'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF
 DL4921'AVERILL, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF ALAMANDO AND 4.3 MI (6.9
 DL4921'KM) NORTHWEST OF SANFORD.
 DL4921'
 DL4921'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH WEST
 DL4921'RIVER ROAD, LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHWEST OF THE
 DL4921'CITY OF MIDLAND, MI, GO NORTHWEST ON US HIGHWAY 10 FOR 3.1 MI (5.0 KM)
 DL4921'TO BRIDGE --B 03 OF 56044-- OVER MUD CREEK AND THE STATION ON THE
 DL4921'RIGHT.
 DL4921'
 DL4921'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4921'MODERNIZATION MARK DISK SET IN THE NORTHEAST SIDE OF THE WEST
 DL4921'ABUTMENT.
 DL4921'
 DL4921'THE STATION IS 6 FT (1.8 M) NORTHEAST OF EDGE OF CURB OF US 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4922 ***********************************************************************
 DL4922  DESIGNATION -  56606
 DL4922  PID         -  DL4922
 DL4922  STATE/COUNTY-  MI/MIDLAND
 DL4922  COUNTRY     -  US
 DL4922  USGS QUAD   -  SANFORD (2017)
 DL4922
 DL4922                         *CURRENT SURVEY CONTROL
 DL4922  ______________________________________________________________________
 DL4922* NAD 83(2011) POSITION- 43 41 53.81308(N) 084 25 03.74081(W)   ADJUSTED
 DL4922* NAD 83(2011) ELLIP HT-   163.869 (meters)        (06/27/12)   ADJUSTED
 DL4922* NAD 83(2011) EPOCH   -  2010.00
 DL4922* NAVD 88 ORTHO HEIGHT -   198.106 (meters)      649.95  (feet) ADJUSTED
 DL4922  ______________________________________________________________________
 DL4922  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 DL4922  NAD 83(2011) X  -    449,297.194 (meters)                     COMP
 DL4922  NAD 83(2011) Y  - -4,596,914.065 (meters)                     COMP
 DL4922  NAD 83(2011) Z  -  4,384,028.659 (meters)                     COMP
 DL4922  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DL4922  DYNAMIC HEIGHT  -        198.068 (meters)      649.83  (feet) COMP
 DL4922  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL4922
 DL4922  VERT ORDER      -  FIRST     CLASS II
 DL4922
 DL4922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4922  Standards:
 DL4922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4922  -------------------------------------------------------------------
 DL4922  NETWORK    0.30   0.47           0.14   0.09   0.24     -0.02059771
 DL4922  -------------------------------------------------------------------
 DL4922  Click here for local accuracies and other accuracy information.
 DL4922
 DL4922.The horizontal coordinates were established by GPS observations
 DL4922.and adjusted by the National Geodetic Survey in June 2012.
 DL4922
 DL4922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4922.been affixed to the stable North American tectonic plate. See 
 DL4922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4922
 DL4922.The horizontal coordinates are valid at the epoch date displayed above
 DL4922.which is a decimal equivalence of Year/Month/Day.
 DL4922
 DL4922.The orthometric height was determined by differential leveling and
 DL4922.adjusted by the NATIONAL GEODETIC SURVEY
 DL4922.in October 2009.
 DL4922
 DL4922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4922.GEOID18 height accuracy estimate available here.
 DL4922
 DL4922.Click photographs - Photos may exist for this station.
 DL4922
 DL4922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4922
 DL4922.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4922
 DL4922.The ellipsoidal height was determined by GPS observations
 DL4922.and is referenced to NAD 83.
 DL4922
 DL4922.The dynamic height is computed by dividing the NAVD 88
 DL4922.geopotential number by the normal gravity value computed on the
 DL4922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4922.degrees latitude (g = 980.6199 gals.).
 DL4922
 DL4922.The modeled gravity was interpolated from observed gravity values.
 DL4922
 DL4922. The following values were computed from the NAD 83(2011) position.
 DL4922
 DL4922;                    North         East     Units Scale Factor Converg.
 DL4922;SPC MI S     -   244,192.351 3,995,885.628   MT  1.00000770   -0 02 05.0
 DL4922;SPC MI S     -   801,156.01 13,109,860.98   iFT  1.00000770   -0 02 05.0
 DL4922;UTM  16      - 4,841,603.151   708,082.725   MT  1.00013260   +1 47 04.7
 DL4922
 DL4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4922!SPC MI S     -   0.99997430  x   1.00000770  =   0.99998200
 DL4922!UTM  16      -   0.99997430  x   1.00013260  =   1.00010690
 DL4922
 DL4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0808241603(NAD 83)
 DL4922
 DL4922                          SUPERSEDED SURVEY CONTROL
 DL4922
 DL4922  NAD 83(2007)-  43 41 53.81315(N)    084 25 03.74151(W) AD(2002.00) B
 DL4922  ELLIP H (10/23/09)  163.891  (m)                       GP(2002.00) 3 1
 DL4922
 DL4922.Superseded values are not recommended for survey control.
 DL4922
 DL4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4922.See file dsdata.pdf to determine how the superseded data were derived.
 DL4922
 DL4922_MARKER: DD = SURVEY DISK
 DL4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4922_STAMPING: 56606 2008
 DL4922_MARK LOGO: MIDT
 DL4922_PROJECTION: FLUSH
 DL4922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4922+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DL4922
 DL4922  HISTORY     - Date     Condition        Report By
 DL4922  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4922  HISTORY     - 20250723 GOOD             MIDT
 DL4922
 DL4922                          STATION DESCRIPTION
 DL4922
 DL4922'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4922'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF HOPE, 4.4 MI
 DL4922'(7.1 KM) WEST-NORTHWEST OF AVERILL AND 2.6 MI (4.2 KM) NORTHWEST OF
 DL4922'SANFORD.
 DL4922'
 DL4922'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH WEST
 DL4922'RIVER ROAD, LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHWEST OF THE
 DL4922'CITY OF MIDLAND, MI, GO NORTHWEST ON US HIGHWAY 10 FOR 1.4 MI (2.3 KM)
 DL4922'TO THE STATION ON THE RIGHT.
 DL4922'
 DL4922'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4922'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4922'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL4922'
 DL4922'THE STATION IS 50 FT (15.2 M) SOUTHWEST OF EDGE OF GRAVEL OF
 DL4922'CUL-DE-SAC FOR BLAKELY ROAD, 40 FT (12.2 M) SOUTHWEST OF A
 DL4922'RIGHT-OF-WAY FENCE, 21 FT (6.4 M) NORTHEAST OF EDGE OF PAVEMENT OF US
 DL4922'10, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4922
 DL4922                          STATION RECOVERY (2025)
 DL4922
 DL4922'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4923 ***********************************************************************
 DL4923  DESIGNATION -  56607
 DL4923  PID         -  DL4923
 DL4923  STATE/COUNTY-  MI/MIDLAND
 DL4923  COUNTRY     -  US
 DL4923  USGS QUAD   -  SANFORD (2017)
 DL4923
 DL4923                         *CURRENT SURVEY CONTROL
 DL4923  ______________________________________________________________________
 DL4923* NAD 83(1986) POSITION- 43 41 18.92   (N) 084 23 36.89   (W)   HD_HELD1
 DL4923* NAVD 88 ORTHO HEIGHT -   203.665 (meters)      668.19  (feet) ADJUSTED
 DL4923  ______________________________________________________________________
 DL4923  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 DL4923  DYNAMIC HEIGHT  -        203.625 (meters)      668.06  (feet) COMP
 DL4923  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DL4923
 DL4923  VERT ORDER      -  FIRST     CLASS II
 DL4923
 DL4923.The horizontal coordinates were determined by differentially corrected
 DL4923.hand held GPS observations or other comparable positioning techniques
 DL4923.and have an estimated accuracy of +/- 3 meters.
 DL4923
 DL4923.The orthometric height was determined by differential leveling and
 DL4923.adjusted by the NATIONAL GEODETIC SURVEY
 DL4923.in October 2009.
 DL4923
 DL4923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4923.GEOID18 height accuracy estimate available here.
 DL4923
 DL4923.Click photographs - Photos may exist for this station.
 DL4923
 DL4923.The dynamic height is computed by dividing the NAVD 88
 DL4923.geopotential number by the normal gravity value computed on the
 DL4923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4923.degrees latitude (g = 980.6199 gals.).
 DL4923
 DL4923.The modeled gravity was interpolated from observed gravity values.
 DL4923
 DL4923;                    North         East    Units  Estimated Accuracy
 DL4923;SPC MI S     -   243,114.5   3,997,830.1     MT  (+/- 3 meters HH1 GPS) 
 DL4923
 DL4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1006040587(NAD 83)
 DL4923
 DL4923                          SUPERSEDED SURVEY CONTROL
 DL4923
 DL4923.No superseded survey control is available for this station.
 DL4923
 DL4923_MARKER: DD = SURVEY DISK
 DL4923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4923_SP_SET: BRIDGE ABUTMENT
 DL4923_STAMPING: 56607 2008
 DL4923_MARK LOGO: MIDT
 DL4923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4923+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 DL4923
 DL4923  HISTORY     - Date     Condition        Report By
 DL4923  HISTORY     - 20080604 MONUMENTED       COLEM
 DL4923
 DL4923                          STATION DESCRIPTION
 DL4923
 DL4923'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4923'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 10 WITH WEST
 DL4923'RIVER ROAD (BRIDGE S02 OF 65044), APPROXIMATELY 10 MI (16.1 KM)
 DL4923'NORTHWEST OF THE CITY OF MIDLAND, MI.
 DL4923'
 DL4923'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4923'HIGHWAY 30 (CASTOR ROAD), LOCATED APPROXIMATELY 1 MI (1.6 KM)
 DL4923'NORTHEAST OF THE CITY OF SANFORD, GO NORTHWEST ON US HIGHWAY 10 FOR
 DL4923'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DL4923'
 DL4923'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4923'MODERNIZATION MARK DISK SET IN THE WEST END OF THE NORTH ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4924 ***********************************************************************
 DL4924  DESIGNATION -  56608
 DL4924  PID         -  DL4924
 DL4924  STATE/COUNTY-  MI/MIDLAND
 DL4924  COUNTRY     -  US
 DL4924  USGS QUAD   -  AVERILL (2017)
 DL4924
 DL4924                         *CURRENT SURVEY CONTROL
 DL4924  ______________________________________________________________________
 DL4924* NAD 83(1986) POSITION- 43 40 15.17   (N) 084 22 06.28   (W)   HD_HELD1
 DL4924* NAVD 88 ORTHO HEIGHT -   194.230 (meters)      637.24  (feet) ADJUSTED
 DL4924  ______________________________________________________________________
 DL4924  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 DL4924  DYNAMIC HEIGHT  -        194.192 (meters)      637.11  (feet) COMP
 DL4924  MODELED GRAVITY -    980,421.9   (mgal)                       NAVD 88
 DL4924
 DL4924  VERT ORDER      -  FIRST     CLASS II
 DL4924
 DL4924.The horizontal coordinates were determined by differentially corrected
 DL4924.hand held GPS observations or other comparable positioning techniques
 DL4924.and have an estimated accuracy of +/- 3 meters.
 DL4924
 DL4924.The orthometric height was determined by differential leveling and
 DL4924.adjusted by the NATIONAL GEODETIC SURVEY
 DL4924.in October 2009.
 DL4924
 DL4924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4924.GEOID18 height accuracy estimate available here.
 DL4924
 DL4924.Click photographs - Photos may exist for this station.
 DL4924
 DL4924.The dynamic height is computed by dividing the NAVD 88
 DL4924.geopotential number by the normal gravity value computed on the
 DL4924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4924.degrees latitude (g = 980.6199 gals.).
 DL4924
 DL4924.The modeled gravity was interpolated from observed gravity values.
 DL4924
 DL4924;                    North         East    Units  Estimated Accuracy
 DL4924;SPC MI S     -   241,146.7   3,999,859.3     MT  (+/- 3 meters HH1 GPS) 
 DL4924
 DL4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1215138684(NAD 83)
 DL4924
 DL4924                          SUPERSEDED SURVEY CONTROL
 DL4924
 DL4924.No superseded survey control is available for this station.
 DL4924
 DL4924_MARKER: DD = SURVEY DISK
 DL4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4924_STAMPING: 56608 2008
 DL4924_MARK LOGO: MIDT
 DL4924_PROJECTION: FLUSH
 DL4924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4924+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2022
 DL4924
 DL4924  HISTORY     - Date     Condition        Report By
 DL4924  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4924  HISTORY     - 20221013 GOOD             ROWEIN
 DL4924
 DL4924                          STATION DESCRIPTION
 DL4924
 DL4924'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4924'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF FLOYD,
 DL4924'1.4 MI (2.3 KM) WEST-NORTHWEST OF AVERILL AND 0.6 MI (1.0 KM)
 DL4924'EAST-SOUTHEAST OF SANFORD.
 DL4924'
 DL4924'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4924'HIGHWAY 30 (MERIDIAN ROAD), LOCATED APPROXIMATELY 9 MI (14.5 KM)
 DL4924'NORTHWEST OF THE CITY OF MIDLAND, MI, GO SOUTH ON STATE HIGHWAY 30
 DL4924'(MERIDIAN ROAD) FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DL4924'
 DL4924'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4924'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4924'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4924'
 DL4924'THE STATION IS 100 FT (30.5 M) SOUTH OF ENTRANCE FOR AMERICAN LEGION,
 DL4924'63 FT (19.2 M) NORTH OF A DRIVEWAY OPENING, 22 FT (6.7 M) SOUTH OF A
 DL4924'DRIVEWAY OPENING, 19.5 FT (5.9 M) EAST OF EDGE OF PAVEMENT OF MERIDIAN
 DL4924'ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4924
 DL4924                          STATION RECOVERY (2022)
 DL4924
 DL4924'RECOVERY NOTE BY ROWE INCORPORATED 2022 (FG)
 DL4924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4925 ***********************************************************************
 DL4925  DESIGNATION -  56609
 DL4925  PID         -  DL4925
 DL4925  STATE/COUNTY-  MI/MIDLAND
 DL4925  COUNTRY     -  US
 DL4925  USGS QUAD   -  AVERILL (2017)
 DL4925
 DL4925                         *CURRENT SURVEY CONTROL
 DL4925  ______________________________________________________________________
 DL4925* NAD 83(1986) POSITION- 43 40 21.59   (N) 084 20 23.78   (W)   HD_HELD1
 DL4925* NAVD 88 ORTHO HEIGHT -   200.413 (meters)      657.52  (feet) ADJUSTED
 DL4925  ______________________________________________________________________
 DL4925  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 DL4925  DYNAMIC HEIGHT  -        200.374 (meters)      657.39  (feet) COMP
 DL4925  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 DL4925
 DL4925  VERT ORDER      -  FIRST     CLASS II
 DL4925
 DL4925.The horizontal coordinates were determined by differentially corrected
 DL4925.hand held GPS observations or other comparable positioning techniques
 DL4925.and have an estimated accuracy of +/- 3 meters.
 DL4925
 DL4925.The orthometric height was determined by differential leveling and
 DL4925.adjusted by the NATIONAL GEODETIC SURVEY
 DL4925.in October 2009.
 DL4925
 DL4925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4925.GEOID18 height accuracy estimate available here.
 DL4925
 DL4925.Click photographs - Photos may exist for this station.
 DL4925
 DL4925.The dynamic height is computed by dividing the NAVD 88
 DL4925.geopotential number by the normal gravity value computed on the
 DL4925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4925.degrees latitude (g = 980.6199 gals.).
 DL4925
 DL4925.The modeled gravity was interpolated from observed gravity values.
 DL4925
 DL4925;                    North         East    Units  Estimated Accuracy
 DL4925;SPC MI S     -   241,345.2   4,002,155.5     MT  (+/- 3 meters HH1 GPS) 
 DL4925
 DL4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1444038956(NAD 83)
 DL4925
 DL4925                          SUPERSEDED SURVEY CONTROL
 DL4925
 DL4925.No superseded survey control is available for this station.
 DL4925
 DL4925_MARKER: DD = SURVEY DISK
 DL4925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4925_SP_SET: BRIDGE ABUTMENT
 DL4925_STAMPING: 56609 2008
 DL4925_MARK LOGO: MIDT
 DL4925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4925+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL4925
 DL4925  HISTORY     - Date     Condition        Report By
 DL4925  HISTORY     - 20080605 MONUMENTED       COLEM
 DL4925
 DL4925                          STATION DESCRIPTION
 DL4925
 DL4925'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4925'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF MIDLAND, 2.0
 DL4925'MI (3.2 KM) EAST OF SANFORD AND 0.5 MI (0.8 KM) NORTH-NORTHEAST OF
 DL4925'AVERILL.
 DL4925'
 DL4925'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STARK
 DL4925'ROAD, LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHWEST OF THE CITY OF
 DL4925'MIDLAND, MI, GO NORTHWEST ON US HIGHWAY 10 FOR 1.9 MI (3.1 KM) TO HOPE
 DL4925'ROAD BRIDGE --S04 OF 56044-- AND THE STATION ON THE RIGHT.
 DL4925'
 DL4925'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4925'MODERNIZATION MARK DISK SET IN THE WEST END OF THE NORTH ABUTMENT.
 DL4925'
 DL4925'THE STATION IS 6 FT (1.8 M) WEST OF EDGE OF PAVEMENT OF HOPE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4926 ***********************************************************************
 DL4926  DESIGNATION -  56610
 DL4926  PID         -  DL4926
 DL4926  STATE/COUNTY-  MI/MIDLAND
 DL4926  COUNTRY     -  US
 DL4926  USGS QUAD   -  AVERILL (2017)
 DL4926
 DL4926                         *CURRENT SURVEY CONTROL
 DL4926  ______________________________________________________________________
 DL4926* NAD 83(2011) POSITION- 43 39 33.41373(N) 084 18 35.36335(W)   ADJUSTED
 DL4926* NAD 83(2011) ELLIP HT-   155.339 (meters)        (06/27/12)   ADJUSTED
 DL4926* NAD 83(2011) EPOCH   -  2010.00
 DL4926* NAVD 88 ORTHO HEIGHT -   189.643 (meters)      622.19  (feet) ADJUSTED
 DL4926  ______________________________________________________________________
 DL4926  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 DL4926  NAD 83(2011) X  -    458,248.055 (meters)                     COMP
 DL4926  NAD 83(2011) Y  - -4,599,031.633 (meters)                     COMP
 DL4926  NAD 83(2011) Z  -  4,380,888.882 (meters)                     COMP
 DL4926  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DL4926  DYNAMIC HEIGHT  -        189.606 (meters)      622.07  (feet) COMP
 DL4926  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DL4926
 DL4926  VERT ORDER      -  FIRST     CLASS II
 DL4926
 DL4926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4926  Standards:
 DL4926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4926  -------------------------------------------------------------------
 DL4926  NETWORK    0.25   0.43           0.12   0.08   0.22     -0.01919123
 DL4926  -------------------------------------------------------------------
 DL4926  Click here for local accuracies and other accuracy information.
 DL4926
 DL4926.The horizontal coordinates were established by GPS observations
 DL4926.and adjusted by the National Geodetic Survey in June 2012.
 DL4926
 DL4926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4926.been affixed to the stable North American tectonic plate. See 
 DL4926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4926
 DL4926.The horizontal coordinates are valid at the epoch date displayed above
 DL4926.which is a decimal equivalence of Year/Month/Day.
 DL4926
 DL4926.The orthometric height was determined by differential leveling and
 DL4926.adjusted by the NATIONAL GEODETIC SURVEY
 DL4926.in October 2009.
 DL4926
 DL4926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4926.GEOID18 height accuracy estimate available here.
 DL4926
 DL4926.Click photographs - Photos may exist for this station.
 DL4926
 DL4926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4926
 DL4926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4926
 DL4926.The ellipsoidal height was determined by GPS observations
 DL4926.and is referenced to NAD 83.
 DL4926
 DL4926.The dynamic height is computed by dividing the NAVD 88
 DL4926.geopotential number by the normal gravity value computed on the
 DL4926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4926.degrees latitude (g = 980.6199 gals.).
 DL4926
 DL4926.The modeled gravity was interpolated from observed gravity values.
 DL4926
 DL4926. The following values were computed from the NAD 83(2011) position.
 DL4926
 DL4926;                    North         East     Units Scale Factor Converg.
 DL4926;SPC MI S     -   239,859.526 4,004,585.203   MT  0.99999824   +0 02 19.3
 DL4926;SPC MI S     -   786,940.70 13,138,402.90   iFT  0.99999824   +0 02 19.3
 DL4926;UTM  16      - 4,837,548.085   716,916.820   MT  1.00017879   +1 51 28.6
 DL4926
 DL4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4926!SPC MI S     -   0.99997564  x   0.99999824  =   0.99997388
 DL4926!UTM  16      -   0.99997564  x   1.00017879  =   1.00015443
 DL4926
 DL4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1691637548(NAD 83)
 DL4926
 DL4926                          SUPERSEDED SURVEY CONTROL
 DL4926
 DL4926  NAD 83(2007)-  43 39 33.41382(N)    084 18 35.36403(W) AD(2002.00) B
 DL4926  ELLIP H (10/19/09)  155.363  (m)                       GP(2002.00) 1 1
 DL4926
 DL4926.Superseded values are not recommended for survey control.
 DL4926
 DL4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4926.See file dsdata.pdf to determine how the superseded data were derived.
 DL4926
 DL4926_MARKER: DD = SURVEY DISK
 DL4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4926_STAMPING: 56610 2008
 DL4926_MARK LOGO: MIDT
 DL4926_PROJECTION: FLUSH
 DL4926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4926+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2020
 DL4926
 DL4926  HISTORY     - Date     Condition        Report By
 DL4926  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4926  HISTORY     - 20140515 GOOD             INDIV
 DL4926  HISTORY     - 20200820 GOOD             MIDT
 DL4926
 DL4926                          STATION DESCRIPTION
 DL4926
 DL4926'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4926'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTHWEST OF MIDLAND, 3.7
 DL4926'MI (6.0 KM) EAST-SOUTHEAST OF SANFORD AND 1.7 MI (2.7 KM)
 DL4926'EAST-SOUTHEAST OF AVERILL.
 DL4926'
 DL4926'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STARK
 DL4926'ROAD, LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHWEST OF THE CITY OF
 DL4926'MIDLAND, MI, GO NORTH ON STARK DRIVE FOR 0.2 MI (0.3 KM) TO THE
 DL4926'STATION ON THE RIGHT.
 DL4926'
 DL4926'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4926'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4926'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4926'
 DL4926'THE STATION IS 335 FT (102.1 M) SOUTH OF CENTER OF DRIVEWAY OPENING
 DL4926'--1682--, 85 FT (25.9 M) SOUTH OF EXTENDED CENTER OF A DRIVEWAY
 DL4926'OPENING, 19.5 FT (5.9 M) EAST OF EDGE OF PAVEMENT OF STARK ROAD, AND
 DL4926'1.5 FT (0.5 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4926
 DL4926                          STATION RECOVERY (2014)
 DL4926
 DL4926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JRD)
 DL4926'RECOVERED AS DESCRIBED
 DL4926
 DL4926                          STATION RECOVERY (2020)
 DL4926
 DL4926'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL4926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4927 ***********************************************************************
 DL4927  DESIGNATION -  56611
 DL4927  PID         -  DL4927
 DL4927  STATE/COUNTY-  MI/MIDLAND
 DL4927  COUNTRY     -  US
 DL4927  USGS QUAD   -  AVERILL (2017)
 DL4927
 DL4927                         *CURRENT SURVEY CONTROL
 DL4927  ______________________________________________________________________
 DL4927* NAD 83(1986) POSITION- 43 39 23.74   (N) 084 17 28.08   (W)   HD_HELD1
 DL4927* NAVD 88 ORTHO HEIGHT -   189.686 (meters)      622.33  (feet) ADJUSTED
 DL4927  ______________________________________________________________________
 DL4927  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 DL4927  DYNAMIC HEIGHT  -        189.649 (meters)      622.21  (feet) COMP
 DL4927  MODELED GRAVITY -    980,420.6   (mgal)                       NAVD 88
 DL4927
 DL4927  VERT ORDER      -  FIRST     CLASS II
 DL4927
 DL4927.The horizontal coordinates were determined by differentially corrected
 DL4927.hand held GPS observations or other comparable positioning techniques
 DL4927.and have an estimated accuracy of +/- 3 meters.
 DL4927
 DL4927.The orthometric height was determined by differential leveling and
 DL4927.adjusted by the NATIONAL GEODETIC SURVEY
 DL4927.in October 2009.
 DL4927
 DL4927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4927.GEOID18 height accuracy estimate available here.
 DL4927
 DL4927.Click photographs - Photos may exist for this station.
 DL4927
 DL4927.The dynamic height is computed by dividing the NAVD 88
 DL4927.geopotential number by the normal gravity value computed on the
 DL4927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4927.degrees latitude (g = 980.6199 gals.).
 DL4927
 DL4927.The modeled gravity was interpolated from observed gravity values.
 DL4927
 DL4927;                    North         East    Units  Estimated Accuracy
 DL4927;SPC MI S     -   239,562.2   4,006,093.1     MT  (+/- 3 meters HH1 GPS) 
 DL4927
 DL4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1843337298(NAD 83)
 DL4927
 DL4927                          SUPERSEDED SURVEY CONTROL
 DL4927
 DL4927.No superseded survey control is available for this station.
 DL4927
 DL4927_MARKER: DD = SURVEY DISK
 DL4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4927_STAMPING: 56611 2008
 DL4927_MARK LOGO: MIDT
 DL4927_PROJECTION: FLUSH
 DL4927_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4927+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DL4927
 DL4927  HISTORY     - Date     Condition        Report By
 DL4927  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4927
 DL4927                          STATION DESCRIPTION
 DL4927
 DL4927'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4927'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF
 DL4927'SANFORD, 3.6 MI (5.8 KM) NORTHWEST OF MIDLAND AND 2.6 MI (4.2 KM)
 DL4927'EAST-SOUTHEAST OF AVERILL.
 DL4927'
 DL4927'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STARK
 DL4927'ROAD, LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHWEST OF THE CITY OF
 DL4927'MIDLAND, MI, GO NORTH ON STARK ROAD FOR 0.05 MI (0.1 KM) TO AIRPORT
 DL4927'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON AIRPORT ROAD FOR 0.9 MI
 DL4927'(1.4 KM) TO THE STATION ON THE RIGHT.
 DL4927'
 DL4927'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4927'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4927'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4927'
 DL4927'THE STATION IS 275 FT (83.8 M) WEST OF DUBLIN ROAD, 70 FT (21.3 M)
 DL4927'WEST OF EXTENDED CENTER OF DRIVEWAY OPENING --1983--, 22 FT (6.7 M)
 DL4927'SOUTH OF EDGE OF PAVEMENT OF AIRPORT ROAD, 3 FT (0.9 M) NORTH OF A
 DL4927'RIGHT-OF-WAY FENCE, AND 3 FT (0.9 M) NORTH OF AN ORANGE CARSONITE
 DL4927'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4928 ***********************************************************************
 DL4928  DESIGNATION -  56612
 DL4928  PID         -  DL4928
 DL4928  STATE/COUNTY-  MI/MIDLAND
 DL4928  COUNTRY     -  US
 DL4928  USGS QUAD   -  MIDLAND NORTH (2017)
 DL4928
 DL4928                         *CURRENT SURVEY CONTROL
 DL4928  ______________________________________________________________________
 DL4928* NAD 83(2011) POSITION- 43 39 19.89867(N) 084 14 48.31062(W)   ADJUSTED
 DL4928* NAD 83(2011) ELLIP HT-   158.962 (meters)        (06/27/12)   ADJUSTED
 DL4928* NAD 83(2011) EPOCH   -  2010.00
 DL4928* NAVD 88 ORTHO HEIGHT -   193.327 (meters)      634.27  (feet) ADJUSTED
 DL4928  ______________________________________________________________________
 DL4928  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 DL4928  NAD 83(2011) X  -    463,339.439 (meters)                     COMP
 DL4928  NAD 83(2011) Y  - -4,598,813.530 (meters)                     COMP
 DL4928  NAD 83(2011) Z  -  4,380,589.605 (meters)                     COMP
 DL4928  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DL4928  DYNAMIC HEIGHT  -        193.289 (meters)      634.15  (feet) COMP
 DL4928  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 DL4928
 DL4928  VERT ORDER      -  FIRST     CLASS II
 DL4928
 DL4928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4928  Standards:
 DL4928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4928  -------------------------------------------------------------------
 DL4928  NETWORK    0.27   0.43           0.13   0.08   0.22     -0.00130556
 DL4928  -------------------------------------------------------------------
 DL4928  Click here for local accuracies and other accuracy information.
 DL4928
 DL4928.The horizontal coordinates were established by GPS observations
 DL4928.and adjusted by the National Geodetic Survey in June 2012.
 DL4928
 DL4928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4928.been affixed to the stable North American tectonic plate. See 
 DL4928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4928
 DL4928.The horizontal coordinates are valid at the epoch date displayed above
 DL4928.which is a decimal equivalence of Year/Month/Day.
 DL4928
 DL4928.The orthometric height was determined by differential leveling and
 DL4928.adjusted by the NATIONAL GEODETIC SURVEY
 DL4928.in October 2009.
 DL4928
 DL4928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4928.GEOID18 height accuracy estimate available here.
 DL4928
 DL4928.Click photographs - Photos may exist for this station.
 DL4928
 DL4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4928
 DL4928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4928
 DL4928.The ellipsoidal height was determined by GPS observations
 DL4928.and is referenced to NAD 83.
 DL4928
 DL4928.The dynamic height is computed by dividing the NAVD 88
 DL4928.geopotential number by the normal gravity value computed on the
 DL4928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4928.degrees latitude (g = 980.6199 gals.).
 DL4928
 DL4928.The modeled gravity was interpolated from observed gravity values.
 DL4928
 DL4928. The following values were computed from the NAD 83(2011) position.
 DL4928
 DL4928;                    North         East     Units Scale Factor Converg.
 DL4928;SPC MI S     -   239,447.757 4,009,673.265   MT  0.99999736   +0 04 53.8
 DL4928;SPC MI S     -   785,589.75 13,155,096.01   iFT  0.99999736   +0 04 53.8
 DL4928;UTM  16      - 4,837,298.027   722,016.384   MT  1.00020633   +1 54 05.0
 DL4928
 DL4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4928!SPC MI S     -   0.99997507  x   0.99999736  =   0.99997243
 DL4928!UTM  16      -   0.99997507  x   1.00020633  =   1.00018140
 DL4928
 DL4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2201637298(NAD 83)
 DL4928
 DL4928                          SUPERSEDED SURVEY CONTROL
 DL4928
 DL4928  NAD 83(2007)-  43 39 19.89880(N)    084 14 48.31130(W) AD(2002.00) B
 DL4928  ELLIP H (10/23/09)  158.988  (m)                       GP(2002.00) 3 1
 DL4928
 DL4928.Superseded values are not recommended for survey control.
 DL4928
 DL4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4928.See file dsdata.pdf to determine how the superseded data were derived.
 DL4928
 DL4928_MARKER: DD = SURVEY DISK
 DL4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4928_STAMPING: 56612 2008
 DL4928_MARK LOGO: MIDT
 DL4928_PROJECTION: FLUSH
 DL4928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4928+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DL4928
 DL4928  HISTORY     - Date     Condition        Report By
 DL4928  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4928  HISTORY     - 20160524 GOOD             INDIV
 DL4928
 DL4928                          STATION DESCRIPTION
 DL4928
 DL4928'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4928'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF US
 DL4928'HIGHWAY 10 WITH BUSINESS 10 (EASTMAN AVENUE), IN THE CITY OF MIDLAND,
 DL4928'MI.
 DL4928'
 DL4928'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH BUSINESS
 DL4928'10, ON THE NORTH SIDE OF MIDLAND, GO TO THE SOUTHEAST QUADRANT OF THE
 DL4928'INTERSECTION TO THE STATION.
 DL4928'
 DL4928'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4928'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4928'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4928'
 DL4928'THE STATION IS 220 FT (67.1 M) NORTH OF WACKERLY STREET, 65 FT (19.8
 DL4928'M) EAST OF EDGE OF EASTMAN AVENUE SIDEWALK, 34 FT (10.4 M) SOUTHEAST
 DL4928'OF A REINFORCED CONCRETE CULVERT PIPE, 16 FT (4.9 M) NORTH OF EDGE OF
 DL4928'PAVEMENT OF BUSINESS 10 ON-RAMP TO US HIGHWAY 10, AND 3.3 FT (1.0 M)
 DL4928'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4928
 DL4928                          STATION RECOVERY (2016)
 DL4928
 DL4928'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DL4928'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4929 ***********************************************************************
 DL4929  DESIGNATION -  56613
 DL4929  PID         -  DL4929
 DL4929  STATE/COUNTY-  MI/MIDLAND
 DL4929  COUNTRY     -  US
 DL4929  USGS QUAD   -  MIDLAND NORTH (2017)
 DL4929
 DL4929                         *CURRENT SURVEY CONTROL
 DL4929  ______________________________________________________________________
 DL4929* NAD 83(1986) POSITION- 43 38 29.14   (N) 084 14 50.59   (W)   HD_HELD1
 DL4929* NAVD 88 ORTHO HEIGHT -   192.300 (meters)      630.90  (feet) ADJUSTED
 DL4929  ______________________________________________________________________
 DL4929  GEOID HEIGHT    -        -34.339 (meters)                     GEOID18
 DL4929  DYNAMIC HEIGHT  -        192.262 (meters)      630.78  (feet) COMP
 DL4929  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 DL4929
 DL4929  VERT ORDER      -  FIRST     CLASS II
 DL4929
 DL4929.The horizontal coordinates were determined by differentially corrected
 DL4929.hand held GPS observations or other comparable positioning techniques
 DL4929.and have an estimated accuracy of +/- 3 meters.
 DL4929
 DL4929.The orthometric height was determined by differential leveling and
 DL4929.adjusted by the NATIONAL GEODETIC SURVEY
 DL4929.in October 2009.
 DL4929
 DL4929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4929.GEOID18 height accuracy estimate available here.
 DL4929
 DL4929.Click photographs - Photos may exist for this station.
 DL4929
 DL4929.The dynamic height is computed by dividing the NAVD 88
 DL4929.geopotential number by the normal gravity value computed on the
 DL4929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4929.degrees latitude (g = 980.6199 gals.).
 DL4929
 DL4929.The modeled gravity was interpolated from observed gravity values.
 DL4929
 DL4929;                    North         East    Units  Estimated Accuracy
 DL4929;SPC MI S     -   237,881.1   4,009,624.4     MT  (+/- 3 meters HH1 GPS) 
 DL4929
 DL4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2201735730(NAD 83)
 DL4929
 DL4929                          SUPERSEDED SURVEY CONTROL
 DL4929
 DL4929.No superseded survey control is available for this station.
 DL4929
 DL4929_MARKER: DD = SURVEY DISK
 DL4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4929_STAMPING: 56613 2008
 DL4929_MARK LOGO: MIDT
 DL4929_PROJECTION: FLUSH
 DL4929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4929+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DL4929
 DL4929  HISTORY     - Date     Condition        Report By
 DL4929  HISTORY     - 20080509 MONUMENTED       COLEM
 DL4929  HISTORY     - 20160524 GOOD             INDIV
 DL4929
 DL4929                          STATION DESCRIPTION
 DL4929
 DL4929'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4929'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DL4929'SAGINAW ROAD WITH US BUSINESS 10 (EASTMAN AVENUE), IN THE CITY OF
 DL4929'MIDLAND, MI.
 DL4929'
 DL4929'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH BUSINESS
 DL4929'10, ON THE NORTH SIDE OF MIDLAND, GO SOUTH ON BUSINESS 10 FOR 1 MI
 DL4929'(1.6 KM) TO SAGINAW ROAD AND THE STATION ON THE RIGHT.
 DL4929'
 DL4929'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4929'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4929'CONCRETE POST, SET TO A DEPTH OF 6 FT (1.8 M),
 DL4929'
 DL4929'THE STATION IS 140 FT (42.7 M) WEST OF EDGE OF PAVEMENT OF BUSINESS 10
 DL4929'(EASTMAN AVENUE), 100 FT (30.5 M) EAST OF DRIVEWAY OPENING TO GARBER
 DL4929'CHEVROLET, 19 FT (5.8 M) NORTH OF EDGE OF CURB OF SAGINAW ROAD, 3 FT
 DL4929'(0.9 M) SOUTH OF EDGE OF A SIDEWALK, AND 1 FT (0.3 M) SOUTH OF AN
 DL4929'ORANGE CARSONITE WITNESS POST.
 DL4929
 DL4929                          STATION RECOVERY (2016)
 DL4929
 DL4929'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 DL4929'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4930 ***********************************************************************
 DL4930  DESIGNATION -  56614
 DL4930  PID         -  DL4930
 DL4930  STATE/COUNTY-  MI/MIDLAND
 DL4930  COUNTRY     -  US
 DL4930  USGS QUAD   -  MIDLAND SOUTH (2017)
 DL4930
 DL4930                         *CURRENT SURVEY CONTROL
 DL4930  ______________________________________________________________________
 DL4930* NAD 83(2011) POSITION- 43 36 40.07742(N) 084 12 55.28977(W)   ADJUSTED
 DL4930* NAD 83(2011) ELLIP HT-   156.239 (meters)        (06/27/12)   ADJUSTED
 DL4930* NAD 83(2011) EPOCH   -  2010.00
 DL4930* NAVD 88 ORTHO HEIGHT -   190.557 (meters)      625.19  (feet) ADJUSTED
 DL4930  ______________________________________________________________________
 DL4930  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 DL4930  NAD 83(2011) X  -    466,202.105 (meters)                     COMP
 DL4930  NAD 83(2011) Y  - -4,601,943.365 (meters)                     COMP
 DL4930  NAD 83(2011) Z  -  4,377,017.648 (meters)                     COMP
 DL4930  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 DL4930  DYNAMIC HEIGHT  -        190.519 (meters)      625.06  (feet) COMP
 DL4930  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 DL4930
 DL4930  VERT ORDER      -  FIRST     CLASS II
 DL4930
 DL4930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4930  Standards:
 DL4930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4930  -------------------------------------------------------------------
 DL4930  NETWORK    0.31   0.43           0.15   0.09   0.22      0.01509689
 DL4930  -------------------------------------------------------------------
 DL4930  Click here for local accuracies and other accuracy information.
 DL4930
 DL4930.The horizontal coordinates were established by GPS observations
 DL4930.and adjusted by the National Geodetic Survey in June 2012.
 DL4930
 DL4930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4930.been affixed to the stable North American tectonic plate. See 
 DL4930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4930
 DL4930.The horizontal coordinates are valid at the epoch date displayed above
 DL4930.which is a decimal equivalence of Year/Month/Day.
 DL4930
 DL4930.The orthometric height was determined by differential leveling and
 DL4930.adjusted by the NATIONAL GEODETIC SURVEY
 DL4930.in October 2009.
 DL4930
 DL4930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4930.GEOID18 height accuracy estimate available here.
 DL4930
 DL4930.Click photographs - Photos may exist for this station.
 DL4930
 DL4930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4930
 DL4930.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4930
 DL4930.The ellipsoidal height was determined by GPS observations
 DL4930.and is referenced to NAD 83.
 DL4930
 DL4930.The dynamic height is computed by dividing the NAVD 88
 DL4930.geopotential number by the normal gravity value computed on the
 DL4930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4930.degrees latitude (g = 980.6199 gals.).
 DL4930
 DL4930.The modeled gravity was interpolated from observed gravity values.
 DL4930
 DL4930. The following values were computed from the NAD 83(2011) position.
 DL4930
 DL4930;                    North         East     Units Scale Factor Converg.
 DL4930;SPC MI S     -   234,519.396 4,012,214.690   MT  0.99998721   +0 06 10.7
 DL4930;SPC MI S     -   769,420.59 13,163,434.02   iFT  0.99998721   +0 06 10.7
 DL4930;UTM  16      - 4,832,451.755   724,713.578   MT  1.00022116   +1 55 17.5
 DL4930
 DL4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4930!SPC MI S     -   0.99997550  x   0.99998721  =   0.99996271
 DL4930!UTM  16      -   0.99997550  x   1.00022116  =   1.00019665
 DL4930
 DL4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2471332451(NAD 83)
 DL4930
 DL4930                          SUPERSEDED SURVEY CONTROL
 DL4930
 DL4930  NAD 83(2007)-  43 36 40.07755(N)    084 12 55.29043(W) AD(2002.00) B
 DL4930  ELLIP H (10/23/09)  156.266  (m)                       GP(2002.00) 3 1
 DL4930
 DL4930.Superseded values are not recommended for survey control.
 DL4930
 DL4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4930.See file dsdata.pdf to determine how the superseded data were derived.
 DL4930
 DL4930_MARKER: DD = SURVEY DISK
 DL4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4930_STAMPING: 56614 2008
 DL4930_MARK LOGO: MIDT
 DL4930_PROJECTION: FLUSH
 DL4930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4930+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2013
 DL4930
 DL4930  HISTORY     - Date     Condition        Report By
 DL4930  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4930  HISTORY     - 20110112 GOOD             WADTRI
 DL4930  HISTORY     - 20111101 GOOD             WOOLPT
 DL4930  HISTORY     - 20130530 GOOD             SPICE
 DL4930
 DL4930                          STATION DESCRIPTION
 DL4930
 DL4930'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4930'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF AUBURN, 6.7 MI
 DL4930'(10.8 KM) SOUTHWEST OF WILLARD AND 1.6 MI (2.6 KM) EAST OF MIDLAND.
 DL4930'
 DL4930'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS 10 (LYON ROAD) WITH
 DL4930'WASHINGTON STREET, LOCATED IN THE CITY OF MIDLAND, MI, GO SOUTH ON
 DL4930'WASHINGTON STREET FOR 150 FT (45.7 M) TO JAMES SAVAGE ROAD ON THE
 DL4930'LEFT, TURN LEFT AND GO EAST ON JAMES SAVAGE ROAD FOR 0.1 MI (0.2 KM)
 DL4930'TO THE STATION ON THE LEFT.
 DL4930'
 DL4930'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4930'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4930'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4930'
 DL4930'THE STATION IS 20.5 FT (6.2 M) NORTH OF EDGE OF PAVEMENT OF JAMES
 DL4930'SAVAGE ROAD, 2 FT (0.6 M) SOUTH OF A CHAIN LINK FENCE, 2 FT (0.6 M)
 DL4930'NORTH OF EDGE OF PAVEMENT OF A BIKE TRAIL, AND 1.5 FT (0.5 M) SOUTH OF
 DL4930'AN ORANGE CARSONITE WITNESS POST.
 DL4930
 DL4930                          STATION RECOVERY (2011)
 DL4930
 DL4930'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2011 (NLG)
 DL4930'RECOVERED IN GOOD CONDITION.
 DL4930
 DL4930                          STATION RECOVERY (2011)
 DL4930
 DL4930'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 DL4930'RECOVERED IN GOOD CONDITION.
 DL4930
 DL4930                          STATION RECOVERY (2013)
 DL4930
 DL4930'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 DL4930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4931 ***********************************************************************
 DL4931  DESIGNATION -  56615
 DL4931  PID         -  DL4931
 DL4931  STATE/COUNTY-  MI/MIDLAND
 DL4931  COUNTRY     -  US
 DL4931  USGS QUAD   -  MIDLAND SOUTH (2017)
 DL4931
 DL4931                         *CURRENT SURVEY CONTROL
 DL4931  ______________________________________________________________________
 DL4931* NAD 83(1986) POSITION- 43 36 39.79   (N) 084 11 34.56   (W)   HD_HELD1
 DL4931* NAVD 88 ORTHO HEIGHT -   200.328 (meters)      657.24  (feet) ADJUSTED
 DL4931  ______________________________________________________________________
 DL4931  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 DL4931  DYNAMIC HEIGHT  -        200.289 (meters)      657.11  (feet) COMP
 DL4931  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DL4931
 DL4931  VERT ORDER      -  FIRST     CLASS II
 DL4931
 DL4931.The horizontal coordinates were determined by differentially corrected
 DL4931.hand held GPS observations or other comparable positioning techniques
 DL4931.and have an estimated accuracy of +/- 3 meters.
 DL4931
 DL4931.The orthometric height was determined by differential leveling and
 DL4931.adjusted by the NATIONAL GEODETIC SURVEY
 DL4931.in October 2009.
 DL4931
 DL4931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4931.GEOID18 height accuracy estimate available here.
 DL4931
 DL4931.Click photographs - Photos may exist for this station.
 DL4931
 DL4931.The dynamic height is computed by dividing the NAVD 88
 DL4931.geopotential number by the normal gravity value computed on the
 DL4931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4931.degrees latitude (g = 980.6199 gals.).
 DL4931
 DL4931.The modeled gravity was interpolated from observed gravity values.
 DL4931
 DL4931;                    North         East    Units  Estimated Accuracy
 DL4931;SPC MI S     -   234,514.0   4,014,025.0     MT  (+/- 3 meters HH1 GPS) 
 DL4931
 DL4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2652332503(NAD 83)
 DL4931
 DL4931                          SUPERSEDED SURVEY CONTROL
 DL4931
 DL4931.No superseded survey control is available for this station.
 DL4931
 DL4931_MARKER: DD = SURVEY DISK
 DL4931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4931_STAMPING: 56615 2008
 DL4931_MARK LOGO: MIDT
 DL4931_PROJECTION: FLUSH
 DL4931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4931+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2011
 DL4931
 DL4931  HISTORY     - Date     Condition        Report By
 DL4931  HISTORY     - 20080508 MONUMENTED       COLEM
 DL4931  HISTORY     - 20110112 GOOD             WADTRI
 DL4931
 DL4931                          STATION DESCRIPTION
 DL4931
 DL4931'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4931'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF AUBURN, 5.8 MI
 DL4931'(9.3 KM) SOUTHWEST OF WILLARD AND 2.7 MI (4.3 KM) EAST OF MIDLAND.
 DL4931'
 DL4931'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS 10 (LYON ROAD) WITH
 DL4931'WASHINGTON STREET, LOCATED IN THE CITY OF MIDLAND, MI, GO SOUTH ON
 DL4931'WASHINGTON STREET FOR 150 FT (45.7 M) TO JAMES SAVAGE ROAD ON THE
 DL4931'LEFT, TURN LEFT AND GO EAST ON JAMES SAVAGE ROAD FOR 1.25 MI (2.0 KM)
 DL4931'TO THE STATION ON THE LEFT.
 DL4931'
 DL4931'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4931'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4931'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL4931'
 DL4931'THE STATION IS 150 FT (45.7 M) EAST ORANGE CARSONITE WITNESS POST
 DL4931'EXTENDED CENTER OF DRIVEWAY OPENING --2700--, 18 FT (5.5 M) NORTH OF
 DL4931'EDGE OF PAVEMENT OF JAMES SAVAGE ROAD, 4 FT (1.2 M) NORTH OF A
 DL4931'RIGHT-OF-WAY FENCE, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL4931'WITNESS POST.
 DL4931
 DL4931                          STATION RECOVERY (2011)
 DL4931
 DL4931'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2011 (NLG)
 DL4931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0847 ***********************************************************************
 OJ0847  DESIGNATION -  57
 OJ0847  PID         -  OJ0847
 OJ0847  STATE/COUNTY-  MI/HURON
 OJ0847  COUNTRY     -  US
 OJ0847  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0847
 OJ0847                         *CURRENT SURVEY CONTROL
 OJ0847  ______________________________________________________________________
 OJ0847* NAD 83(1994) POSITION- 43 51 00.94099(N) 082 38 35.92996(W)   ADJUSTED
 OJ0847* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) VERTCON3
 OJ0847  ______________________________________________________________________
 OJ0847  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 OJ0847  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 OJ0847  HORZ ORDER      -  SECOND
 OJ0847
 OJ0847.The horizontal coordinates were established by classical geodetic methods
 OJ0847.and adjusted by the National Geodetic Survey in February 1997.
 OJ0847
 OJ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0847
 OJ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0847.GEOID18 height accuracy estimate available here.
 OJ0847
 OJ0847.Click photographs - Photos may exist for this station.
 OJ0847
 OJ0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0847
 OJ0847. The following values were computed from the NAD 83(1994) position.
 OJ0847
 OJ0847;                    North         East     Units Scale Factor Converg.
 OJ0847;SPC MI S     -   262,495.967 4,138,567.840   MT  1.00004903   +1 10 22.1
 OJ0847;SPC MI S     -   861,207.24 13,577,978.48   iFT  1.00004903   +1 10 22.1
 OJ0847;UTM  17      - 4,856,554.328   367,917.114   MT  0.99981458   -1 08 19.0
 OJ0847
 OJ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0847!SPC MI S     -   0.99997757  x   1.00004903  =   1.00002660
 OJ0847!UTM  17      -   0.99997757  x   0.99981458  =   0.99979216
 OJ0847
 OJ0847:                Primary Azimuth Mark                     Grid Az
 OJ0847:SPC MI S     -  HARBOR BEACH S PIER LT                   124 41 12.8
 OJ0847:UTM  17      -  HARBOR BEACH S PIER LT                   126 59 53.9
 OJ0847
 OJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6791756554(NAD 83)
 OJ0847
 OJ0847|---------------------------------------------------------------------|
 OJ0847| PID    Reference Object                     Distance      Geod. Az  |
 OJ0847|                                                           dddmmss.s |
 OJ0847| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.1 KM 1152042.2 |
 OJ0847| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.1 KM 1175634.7 |
 OJ0847| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.2 KM 1255134.9 |
 OJ0847| OJ0851 HARBOR BEACH MUN PIER R TR          APPROX. 1.1 KM 1980309.5 |
 OJ0847| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 0.7 KM 2210701.7 |
 OJ0847| OJ0849 56 USE                              244.266 METERS 35416     |
 OJ0847|---------------------------------------------------------------------|
 OJ0847
 OJ0847                          SUPERSEDED SURVEY CONTROL
 OJ0847
 OJ0847  NAD 83(1986)-  43 51 00.92625(N)    082 38 35.95430(W) AD(       ) 2
 OJ0847  NAD 27      -  43 51 00.86980(N)    082 38 36.21455(W) AD(       ) 2
 OJ0847  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OJ0847
 OJ0847.Superseded values are not recommended for survey control.
 OJ0847
 OJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0847.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0847
 OJ0847_MARKER: I = METAL ROD
 OJ0847_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0847_STAMPING: COE 57 ABRAMS SURVEY
 OJ0847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0847
 OJ0847  HISTORY     - Date     Condition        Report By
 OJ0847  HISTORY     - 1980     MONUMENTED       USACE
 OJ0847
 OJ0847                          STATION DESCRIPTION
 OJ0847
 OJ0847'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1980
 OJ0847'THE STATION IS LOCATED IN HARBOR BEACH ON THE DETROIT EDISON POWER
 OJ0847'PLANT PROPERTY NEAR THE SOUTHEAST CORNER OF THE COAL DOCK.
 OJ0847'
 OJ0847'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0847'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 TO DETROIT EDISON
 OJ0847'PLANT ROAD AND GO TO THE GUARD GATE FOR PERMISSION TO
 OJ0847'THE COAL DOCK AREA AND THE VICINITY OF THE STATION.
 OJ0847'
 OJ0847'THE STATION IS THE CENTER PUNCH MARK ON TOP OF A 2 CM
 OJ0847'COPPER COATED STEEL ROD SURROUNDED BY A 4 CM
 OJ0847'COPPER WASHER STAMPED---COE 57 ABRAMS SURVEY---SET
 OJ0847'IN A MASS OF CONCRETE 15 CM SQUARE AND FLUSH WITH
 OJ0847'THE GROUND.
 OJ0847'IT IS LOCATED
 OJ0847'20.97 METERS (68.8 FT) NORTHEAST FROM
 OJ0847'A LAMP POLE.
 OJ0847'15.39 METERS (50.5 FT) SOUTHWEST FROM THE CENTER OF THE SECOND
 OJ0847'MOORING CELL.
 OJ0847'12.04 METERS (39.5 FT) SOUTHEAST FROM A LAMP POLE.
 OJ0847'0.73 METERS (2.4 FT) SOUTH FROM A NOS WITNESS POST SIGN.
 OJ0847'
 OJ0847'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
 OJ0847'
 OJ0847'DESCRIBED BY T. KUCHCIAK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0594 ***********************************************************************
 QK0594  DESIGNATION -  57
 QK0594  PID         -  QK0594
 QK0594  STATE/COUNTY-  MI/MACKINAC
 QK0594  COUNTRY     -  US
 QK0594  USGS QUAD   -  CHEBOYGAN (2017)
 QK0594
 QK0594                         *CURRENT SURVEY CONTROL
 QK0594  ______________________________________________________________________
 QK0594* NAD 83(1994) POSITION- 45 43 13.26457(N) 084 25 09.78260(W)   ADJUSTED
 QK0594* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0594  ______________________________________________________________________
 QK0594  GEOID HEIGHT    -        -36.116 (meters)                     GEOID18
 QK0594  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 QK0594  HORZ ORDER      -  SECOND
 QK0594
 QK0594.The horizontal coordinates were established by classical geodetic methods
 QK0594.and adjusted by the National Geodetic Survey in February 1997.
 QK0594
 QK0594.The orthometric height was scaled from a topographic map.
 QK0594
 QK0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0594.GEOID18 height accuracy estimate available here.
 QK0594
 QK0594.Click photographs - Photos may exist for this station.
 QK0594
 QK0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0594
 QK0594. The following values were computed from the NAD 83(1994) position.
 QK0594
 QK0594;                    North         East     Units Scale Factor Converg.
 QK0594;SPC MI N     -   107,414.668 8,200,862.395   MT  0.99995112   +1 51 54.9
 QK0594;SPC MI N     -   352,410.33 26,905,716.52   iFT  0.99995112   +1 51 54.9
 QK0594;UTM  16      - 5,066,216.379   700,825.716   MT  1.00009586   +1 50 53.5
 QK0594
 QK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0594!SPC MI N     -   0.99997792  x   0.99995112  =   0.99992904
 QK0594!UTM  16      -   0.99997792  x   1.00009586  =   1.00007378
 QK0594
 QK0594:                Primary Azimuth Mark                     Grid Az
 QK0594:SPC MI N     -  SPECTACLE REEF LH                        073 03 34.6
 QK0594:UTM  16      -  SPECTACLE REEF LH                        073 04 36.0
 QK0594
 QK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0082566216(NAD 83)
 QK0594
 QK0594|---------------------------------------------------------------------|
 QK0594| PID    Reference Object                     Distance      Geod. Az  |
 QK0594|                                                           dddmmss.s |
 QK0594| QK0561 SPECTACLE REEF LH                   APPROX.22.7 KM 0745529.5 |
 QK0594| QK0589 CHEBOYGAN PT LIGHTHOUSE             APPROX. 5.7 KM 1802134.9 |
 QK0594|---------------------------------------------------------------------|
 QK0594
 QK0594                          SUPERSEDED SURVEY CONTROL
 QK0594
 QK0594  NAD 83(1986)-  45 43 13.25576(N)    084 25 09.78124(W) AD(       ) 2
 QK0594  NAD 27      -  45 43 13.21400(N)    084 25 09.68800(W) AD(       ) 2
 QK0594
 QK0594.Superseded values are not recommended for survey control.
 QK0594
 QK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0594.See file dsdata.pdf to determine how the superseded data were derived.
 QK0594
 QK0594_MARKER: I = METAL ROD
 QK0594_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QK0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0594
 QK0594  HISTORY     - Date     Condition        Report By
 QK0594  HISTORY     - 1907     MONUMENTED       USLS
 QK0594  HISTORY     - 1927     GOOD             USLS
 QK0594  HISTORY     - 1961     GOOD             USLS
 QK0594  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0594
 QK0594                          STATION DESCRIPTION
 QK0594
 QK0594'DESCRIBED BY US LAKE SURVEY 1927
 QK0594'ON PACKARD POINT, ON SOUTH SIDE OF BOIS BLANC ISLAND, IN STRAITS OF
 QK0594'MACKINAC, ABOUT 30 METERS (98
 QK0594'FEET) FROM END OF POINT, 8 METERS (26 FEET) EAST AND 20 METERS (66
 QK0594'FEET) WEST OF SHORE, AT EDGE OF
 QK0594'TIMBER.  ORIGINAL MARK, SPIKE IN STUMP OF SMALL
 QK0594'TREE, WAS REPLACED IN 1927 BY SPIKE IN CONCRETE
 QK0594'MONUMENT.  STATION PACKARD
 QK0594'(U.S.L.S.), MARKED BY IRON BAR 1-1/4 INCHES SQUARE, AND PROJECTING
 QK0594'4 INCHES ABOVE SURFACE OF
 QK0594'GROUND, BEARS S. 47 DEG 04 MIN E., AND IS DISTANT 15.4 FEET.
 QK0594
 QK0594                          STATION RECOVERY (1961)
 QK0594
 QK0594'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 QK0594'ON SOUTHERLY SIDE OF BOIS BLANC ISLAND.  FROM THE FERRY BOAT LANDING
 QK0594'DOCK FOLLOW THE
 QK0594'SHORE ROAD EASTERLY FOR 3.4 MILES TO POINT WHERE ROAD
 QK0594'COMES CLOSEST TO PACKARD POINT.
 QK0594'WALK IN A SOUTH SOUTHWESTERLY DIRECTION
 QK0594'TO SOUTHERLY TREE LINE ON PACKARD POINT AND
 QK0594'VICINITY OF STATION.
 QK0594'
 QK0594'STATION RECOVERED IN GOOD CONDITION.
 QK0594
 QK0594                          STATION RECOVERY (1995)
 QK0594
 QK0594'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0594'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0098 ***********************************************************************
 NE0098  DESIGNATION -  57 1/2
 NE0098  PID         -  NE0098
 NE0098  STATE/COUNTY-  MI/ST CLAIR
 NE0098  COUNTRY     -  US
 NE0098  USGS QUAD   -  PORT HURON (2017)
 NE0098
 NE0098                         *CURRENT SURVEY CONTROL
 NE0098  ______________________________________________________________________
 NE0098* NAD 83(1986) POSITION- 42 58 42.     (N) 082 27 09.     (W)   SCALED
 NE0098* NAVD 88 ORTHO HEIGHT -   185.070 (meters)      607.18  (feet) ADJUSTED
 NE0098  ______________________________________________________________________
 NE0098  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 NE0098  DYNAMIC HEIGHT  -        185.024 (meters)      607.03  (feet) COMP
 NE0098  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 NE0098
 NE0098  VERT ORDER      -  SECOND    CLASS 0
 NE0098
 NE0098.The horizontal coordinates were scaled from a map and have
 NE0098.an estimated accuracy of +/- 6 seconds.
 NE0098
 NE0098.The orthometric height was determined by differential leveling and
 NE0098.adjusted by the NATIONAL GEODETIC SURVEY
 NE0098.in June 1991.
 NE0098
 NE0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0098.GEOID18 height accuracy estimate available here.
 NE0098
 NE0098.Click photographs - Photos may exist for this station.
 NE0098
 NE0098.The dynamic height is computed by dividing the NAVD 88
 NE0098.geopotential number by the normal gravity value computed on the
 NE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0098.degrees latitude (g = 980.6199 gals.).
 NE0098
 NE0098.The modeled gravity was interpolated from observed gravity values.
 NE0098
 NE0098;                    North         East    Units  Estimated Accuracy
 NE0098;SPC MI S     -   165,980.    4,156,110.      MT  (+/- 180 meters Scaled)
 NE0098
 NE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH815594(NAD 83)
 NE0098
 NE0098                          SUPERSEDED SURVEY CONTROL
 NE0098
 NE0098  NGVD 29 (??/??/92)  185.201  (m)          607.61   (f) ADJ UNCH    2 0
 NE0098
 NE0098.Superseded values are not recommended for survey control.
 NE0098
 NE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0098.See file dsdata.pdf to determine how the superseded data were derived.
 NE0098
 NE0098_MARKER: DD = SURVEY DISK
 NE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0098_STAMPING: BM 57 1/2
 NE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0098+STABILITY: SURFACE MOTION
 NE0098
 NE0098  HISTORY     - Date     Condition        Report By
 NE0098  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0098  HISTORY     - 1934     GOOD             CGS
 NE0098  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0098  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0098  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0098
 NE0098                          STATION DESCRIPTION
 NE0098
 NE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0098'AT PORT HURON.
 NE0098'AT PORT HURON, ST. CLAIR COUNTY, ON THE CHICAGO LINE OF THE
 NE0098'GRAND TRUNK WESTERN RAILWAY, 139 YARDS NORTHEAST OF THE CENTER
 NE0098'OF THE CROSSING OF LAPEER AVENUE, 26 YARDS SOUTHWEST OF THE
 NE0098'SOUTHWEST CORNER OF THE ST. CLAIR COUNTY CREAMERY COMPANY FACTORY,
 NE0098'26 YARDS WEST OF THE NORTHWEST CORNER OF AN UNPAINTED WOODEN
 NE0098'GARAGE, 38 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER
 NE0098'THAN THE TRACK.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. 57 1/2
 NE0098'AND SET IN THE TOP OF A CONCRETE POST.
 NE0098
 NE0098                          STATION RECOVERY (1977)
 NE0098
 NE0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0098'MARK NOT FOUND.
 NE0098
 NE0098                          STATION RECOVERY (1988)
 NE0098
 NE0098'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0098'MARK NOT FOUND.
 NE0098
 NE0098                          STATION RECOVERY (1997)
 NE0098
 NE0098'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0284 ***********************************************************************
 OJ0284  DESIGNATION -  57 1/2
 OJ0284  PID         -  OJ0284
 OJ0284  STATE/COUNTY-  MI/TUSCOLA
 OJ0284  COUNTRY     -  US
 OJ0284  USGS QUAD   -  CLIFFORD (2017)
 OJ0284
 OJ0284                         *CURRENT SURVEY CONTROL
 OJ0284  ______________________________________________________________________
 OJ0284* NAD 83(1986) POSITION- 43 21 17.     (N) 083 11 54.     (W)   SCALED
 OJ0284* NAVD 88 ORTHO HEIGHT -   259.851 (meters)      852.53  (feet) ADJUSTED
 OJ0284  ______________________________________________________________________
 OJ0284  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 OJ0284  DYNAMIC HEIGHT  -        259.797 (meters)      852.35  (feet) COMP
 OJ0284  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 OJ0284
 OJ0284  VERT ORDER      -  SECOND    CLASS I
 OJ0284
 OJ0284.The horizontal coordinates were scaled from a map and have
 OJ0284.an estimated accuracy of +/- 6 seconds.
 OJ0284
 OJ0284.The orthometric height was determined by differential leveling and
 OJ0284.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0284.in October 2019.
 OJ0284
 OJ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0284.GEOID18 height accuracy estimate available here.
 OJ0284
 OJ0284.Click photographs - Photos may exist for this station.
 OJ0284
 OJ0284.The dynamic height is computed by dividing the NAVD 88
 OJ0284.geopotential number by the normal gravity value computed on the
 OJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0284.degrees latitude (g = 980.6199 gals.).
 OJ0284
 OJ0284.The modeled gravity was interpolated from observed gravity values.
 OJ0284
 OJ0284;                    North         East    Units  Estimated Accuracy
 OJ0284;SPC MI S     -   206,680.    4,094,710.      MT  (+/- 180 meters Scaled)
 OJ0284
 OJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ218025(NAD 83)
 OJ0284
 OJ0284                          SUPERSEDED SURVEY CONTROL
 OJ0284
 OJ0284  NAVD 88 (06/15/91)  259.853  (m)          852.53   (f) SUPERSEDED  2 0
 OJ0284  NGVD 29 (??/??/92)  259.978  (m)          852.94   (f) ADJ UNCH    2 0
 OJ0284
 OJ0284.Superseded values are not recommended for survey control.
 OJ0284
 OJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0284.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0284
 OJ0284_MARKER: Z = SEE DESCRIPTION
 OJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0284_STAMPING: BM NO 57 1/2
 OJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0284+STABILITY: SURFACE MOTION
 OJ0284
 OJ0284  HISTORY     - Date     Condition        Report By
 OJ0284  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0284  HISTORY     - 1934     GOOD             CGS
 OJ0284  HISTORY     - 20041103 GOOD             USPSQD
 OJ0284
 OJ0284                          STATION DESCRIPTION
 OJ0284
 OJ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0284'2.7 MI N FROM CLIFFORD.
 OJ0284'IN TUSCOLA COUNTY, 2.7 MILES NORTH ALONG THE GRAND TRUNK WESTERN
 OJ0284'RAILWAY FROM THE STATION AT CLIFFORD, LAPEER COUNTY, 0.5 MILES
 OJ0284'NORTH OF MILEPOST P 57, 21 FEET EAST OF THE EAST RAIL, 6.3
 OJ0284'FEET SOUTHEAST OF A POLE, 1.2 FEET WEST OF THE RIGHT-OF-WAY
 OJ0284'FENCE, AND 5 FEET HIGHER THAN THE TOP OF RAIL.  A 1-1 1/2 INCH
 OJ0284'BRONZE PLUG, STAMPED B.M. NO. 57 1/2 IN THE TOP OF A CONCRETE
 OJ0284'POST.
 OJ0284
 OJ0284                          STATION RECOVERY (2004)
 OJ0284
 OJ0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (DNM)
 OJ0284'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0351 ***********************************************************************
 OK0351  DESIGNATION -  57 1/2
 OK0351  PID         -  OK0351
 OK0351  STATE/COUNTY-  MI/KENT
 OK0351  COUNTRY     -  US
 OK0351  USGS QUAD   -  CEDAR SPRINGS (2017)
 OK0351
 OK0351                         *CURRENT SURVEY CONTROL
 OK0351  ______________________________________________________________________
 OK0351* NAD 83(1986) POSITION- 43 12 47.     (N) 085 34 18.     (W)   SCALED
 OK0351* NAVD 88 ORTHO HEIGHT -   253.534 (meters)      831.80  (feet) ADJUSTED
 OK0351  ______________________________________________________________________
 OK0351  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 OK0351  DYNAMIC HEIGHT  -        253.475 (meters)      831.61  (feet) COMP
 OK0351  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 OK0351
 OK0351  VERT ORDER      -  SECOND    CLASS 0
 OK0351
 OK0351.The horizontal coordinates were scaled from a map and have
 OK0351.an estimated accuracy of +/- 6 seconds.
 OK0351
 OK0351.The orthometric height was determined by differential leveling and
 OK0351.adjusted by the NATIONAL GEODETIC SURVEY
 OK0351.in June 1991.
 OK0351
 OK0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0351.GEOID18 height accuracy estimate available here.
 OK0351
 OK0351.Click photographs - Photos may exist for this station.
 OK0351
 OK0351.The dynamic height is computed by dividing the NAVD 88
 OK0351.geopotential number by the normal gravity value computed on the
 OK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0351.degrees latitude (g = 980.6199 gals.).
 OK0351
 OK0351.The modeled gravity was interpolated from observed gravity values.
 OK0351
 OK0351;                    North         East    Units  Estimated Accuracy
 OK0351;SPC MI S     -   190,990.    3,902,090.      MT  (+/- 180 meters Scaled)
 OK0351
 OK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN160854(NAD 83)
 OK0351
 OK0351                          SUPERSEDED SURVEY CONTROL
 OK0351
 OK0351  NGVD 29 (??/??/92)  253.661  (m)          832.22   (f) ADJ UNCH    2 0
 OK0351
 OK0351.Superseded values are not recommended for survey control.
 OK0351
 OK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0351.See file dsdata.pdf to determine how the superseded data were derived.
 OK0351
 OK0351_STAMPING: 57 1/2
 OK0351
 OK0351  HISTORY     - Date     Condition        Report By
 OK0351  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0351  HISTORY     - 1934     GOOD             CGS
 OK0351  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0351  HISTORY     - 20120621 MARK NOT FOUND   MIDT
 OK0351
 OK0351                          STATION DESCRIPTION
 OK0351
 OK0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0351'1 MI W FROM CEDAR SPRINGS.
 OK0351'1.0 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0351'STATION AT CEDAR SPRINGS, KENT COUNTY, AT ABOUT THE MIDDLE
 OK0351'OF A CURVE, 126 YARDS WEST OF A GRAVEL-ROAD CROSSING, 24 FEET
 OK0351'NORTH OF THE NORTH RAIL, AND 4 FEET LOWER THAN THE TOP OF THE
 OK0351'RAIL.  A BRASS PLUG, STAMPED 57 1/2 AND SET IN THE TOP OF A
 OK0351'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- TRACKS
 OK0351'NOW GONE.
 OK0351
 OK0351                          STATION RECOVERY (1965)
 OK0351
 OK0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0351'MARK NOT FOUND.
 OK0351
 OK0351                          STATION RECOVERY (2012)
 OK0351
 OK0351'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OK0351'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1294 ***********************************************************************
 RJ1294  DESIGNATION -  57 C6M 099
 RJ1294  PID         -  RJ1294
 RJ1294  STATE/COUNTY-  MI/CHIPPEWA
 RJ1294  COUNTRY     -  US
 RJ1294  USGS QUAD   -  OAK RIDGE (2017)
 RJ1294
 RJ1294                         *CURRENT SURVEY CONTROL
 RJ1294  ______________________________________________________________________
 RJ1294* NAD 83(1994) POSITION- 46 19 13.03317(N) 084 08 46.82918(W)   ADJUSTED
 RJ1294* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) VERTCON3
 RJ1294  ______________________________________________________________________
 RJ1294  GEOID HEIGHT    -        -36.592 (meters)                     GEOID18
 RJ1294  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 RJ1294  HORZ ORDER      -  SECOND
 RJ1294
 RJ1294.The horizontal coordinates were established by classical geodetic methods
 RJ1294.and adjusted by the National Geodetic Survey in February 1997.
 RJ1294
 RJ1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1294
 RJ1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1294.GEOID18 height accuracy estimate available here.
 RJ1294
 RJ1294.Click photographs - Photos may exist for this station.
 RJ1294
 RJ1294.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1294
 RJ1294. The following values were computed from the NAD 83(1994) position.
 RJ1294
 RJ1294;                    North         East     Units Scale Factor Converg.
 RJ1294;SPC MI N     -   174,778.331 8,219,706.098   MT  0.99990302   +2 03 45.3
 RJ1294;SPC MI N     -   573,419.72 26,967,539.69   iFT  0.99990302   +2 03 45.3
 RJ1294;UTM  16      - 5,133,592.681   719,682.883   MT  1.00019328   +2 03 52.6
 RJ1294
 RJ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1294!SPC MI N     -   0.99997786  x   0.99990302  =   0.99988088
 RJ1294!UTM  16      -   0.99997786  x   1.00019328  =   1.00017113
 RJ1294
 RJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1968233592(NAD 83)
 RJ1294
 RJ1294                          SUPERSEDED SURVEY CONTROL
 RJ1294
 RJ1294  NAD 83(1986)-  46 19 13.02559(N)    084 08 46.82445(W) AD(       ) 2
 RJ1294  NGVD 29 (05/22/90)  177.9    (m)          584.     (f) VERT ANG       
 RJ1294
 RJ1294.Superseded values are not recommended for survey control.
 RJ1294
 RJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1294.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1294
 RJ1294_MARKER: DS = TRIANGULATION STATION DISK
 RJ1294_SETTING: 0 = UNSPECIFIED SETTING
 RJ1294_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1294
 RJ1294  HISTORY     - Date     Condition        Report By
 RJ1294  HISTORY     - 1988     MONUMENTED       USACE
 RJ1294
 RJ1294                          STATION DESCRIPTION
 RJ1294
 RJ1294'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1294'THE STATION IS LOCATED ABOUT 24.6 KM (15.3 MI) SOUTHEAST OF SAULT STE
 RJ1294'MARIE, 36.5 KM (22.7 MI) EAST-NORTHEAST OF RUDYARD AND 41.2 KM (25.6
 RJ1294'MI)
 RJ1294'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 6, SEC 2, T45N-R2E.
 RJ1294'OWNERSHIP--- SSSS
 RJ1294'
 RJ1294'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1294'MI,
 RJ1294'TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1294'LEFT AND TRAVEL 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1294'CROSSING THE CHARLOTTE RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO
 RJ1294'A
 RJ1294'GRAVEL ROAD TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER
 RJ1294'FOR 20 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO CELL DOCK AND PROCEED
 RJ1294'ANOTHER 800 FT EAST TO THE SOUTH SHORE WHERE STATION IS LOCATED.
 RJ1294'
 RJ1294'THE STATION IS A
 RJ1294'STANDARD COE DISK THAT IS STAMPED---C6M-099---ATTACHED TO AN
 RJ1294'ALUMINUM MARKER SET
 RJ1294'INTO A 0.8 METER (25 FT) HOLE FILLED WITH CONCRETE.
 RJ1294'
 RJ1294'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0621 ***********************************************************************
 PL0621  DESIGNATION -  57200
 PL0621  PID         -  PL0621
 PL0621  STATE/COUNTY-  MI/MISSAUKEE
 PL0621  COUNTRY     -  US
 PL0621  USGS QUAD   -  JENNINGS (2017)
 PL0621
 PL0621                         *CURRENT SURVEY CONTROL
 PL0621  ______________________________________________________________________
 PL0621* NAD 83(2011) POSITION- 44 15 08.12296(N) 085 20 09.43980(W)   ADJUSTED
 PL0621* NAD 83(2011) ELLIP HT-   365.892 (meters)        (06/27/12)   ADJUSTED
 PL0621* NAD 83(2011) EPOCH   -  2010.00
 PL0621* NAVD 88 ORTHO HEIGHT -   399.081 (meters)     1309.32  (feet) ADJUSTED
 PL0621  ______________________________________________________________________
 PL0621  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 PL0621  NAD 83(2011) X  -    372,106.720 (meters)                     COMP
 PL0621  NAD 83(2011) Y  - -4,561,069.602 (meters)                     COMP
 PL0621  NAD 83(2011) Z  -  4,428,466.669 (meters)                     COMP
 PL0621  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 PL0621  DYNAMIC HEIGHT  -        399.025 (meters)     1309.13  (feet) COMP
 PL0621  MODELED GRAVITY -    980,466.0   (mgal)                       NAVD 88
 PL0621
 PL0621  VERT ORDER      -  FIRST     CLASS II
 PL0621
 PL0621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0621  Standards:
 PL0621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0621  -------------------------------------------------------------------
 PL0621  NETWORK    0.27   0.45           0.13   0.08   0.23      0.00565740
 PL0621  -------------------------------------------------------------------
 PL0621  Click here for local accuracies and other accuracy information.
 PL0621
 PL0621.The horizontal coordinates were established by GPS observations
 PL0621.and adjusted by the National Geodetic Survey in June 2012.
 PL0621
 PL0621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0621.been affixed to the stable North American tectonic plate. See 
 PL0621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0621
 PL0621.The horizontal coordinates are valid at the epoch date displayed above
 PL0621.which is a decimal equivalence of Year/Month/Day.
 PL0621
 PL0621.The orthometric height was determined by differential leveling and
 PL0621.adjusted by the NATIONAL GEODETIC SURVEY
 PL0621.in October 2009.
 PL0621
 PL0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0621.GEOID18 height accuracy estimate available here.
 PL0621
 PL0621.Click photographs - Photos may exist for this station.
 PL0621
 PL0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0621
 PL0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0621
 PL0621.The ellipsoidal height was determined by GPS observations
 PL0621.and is referenced to NAD 83.
 PL0621
 PL0621.The dynamic height is computed by dividing the NAVD 88
 PL0621.geopotential number by the normal gravity value computed on the
 PL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0621.degrees latitude (g = 980.6199 gals.).
 PL0621
 PL0621.The modeled gravity was interpolated from observed gravity values.
 PL0621
 PL0621. The following values were computed from the NAD 83(2011) position.
 PL0621
 PL0621;                    North         East     Units Scale Factor Converg.
 PL0621;SPC MI C     -   104,427.190 5,922,590.187   MT  0.99998491   -0 41 05.0
 PL0621;SPC MI C     -   342,608.89 19,431,070.17   iFT  0.99998491   -0 41 05.0
 PL0621;UTM  16      - 4,901,237.408   632,847.252   MT  0.99981705   +1 09 40.9
 PL0621
 PL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0621!SPC MI C     -   0.99994263  x   0.99998491  =   0.99992754
 PL0621!UTM  16      -   0.99994263  x   0.99981705  =   0.99975969
 PL0621
 PL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3284701237(NAD 83)
 PL0621
 PL0621                          SUPERSEDED SURVEY CONTROL
 PL0621
 PL0621  NAD 83(2007)-  44 15 08.12333(N)    085 20 09.44047(W) AD(2002.00) B
 PL0621  ELLIP H (10/23/09)  365.900  (m)                       GP(2002.00) 3 1
 PL0621  NAD 83(1994)-  44 15 08.12349(N)    085 20 09.44220(W) AD(       ) 1
 PL0621  ELLIP H (02/03/97)  365.944  (m)                       GP(       ) 4 1
 PL0621  NAD 83(1986)-  44 15 08.12206(N)    085 20 09.44531(W) AD(       ) 1
 PL0621  NAVD 88 (07/27/94)  399.1    (m)  GEOID93  model used  GPS OBS        
 PL0621
 PL0621.Superseded values are not recommended for survey control.
 PL0621
 PL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0621.See file dsdata.pdf to determine how the superseded data were derived.
 PL0621
 PL0621_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0621_STAMPING: 57200 1993
 PL0621_MARK LOGO: MIDT
 PL0621_PROJECTION: FLUSH
 PL0621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0621+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0621
 PL0621  HISTORY     - Date     Condition        Report By
 PL0621  HISTORY     - 1993     MONUMENTED       MIDT
 PL0621  HISTORY     - 20010806 GOOD             NGS
 PL0621  HISTORY     - 20010815 GOOD             NGS
 PL0621  HISTORY     - 20080326 GOOD             COLEM
 PL0621
 PL0621                          STATION DESCRIPTION
 PL0621
 PL0621'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0621'STATION IS LOCATED IN QUAD 440852 ON THE JENNINGS QUADRANGLE MAP.  IT
 PL0621'IS IN THE NORTHWEST 1/4 OF SECTION 6, T-21-N, R-8-W, RICHLAND
 PL0621'TOWNSHIP.  ABOUT 4 MI (6.4 KM) EAST OF CADILLAC, ABOUT 8 MI
 PL0621'(12.9 KM) SOUTHWEST OF LAKE CITY AND ABOUT 3.5 MI (5.6 KM) NORTHWEST
 PL0621'OF LUCAS.
 PL0621'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0621'HIGHWAY M-55 EAST IN CADDILAC, GO EAST 3.2 MI (5.1 KM) ALONG STATE
 PL0621'HIGHWAY M-55 TO SEELEY ROAD AND STATION ON RIGHT AS DESCRIBED.
 PL0621'STATION IS JUST EAST OF THE EAST WEXFORD COUNTY LINE.
 PL0621'STATION IS 76.0 FT (23.2 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-55,
 PL0621'44.6 FT (13.6 M) EAST OF THE CENTER OF SEELEY ROAD, 36.2 FT (11.0 M)
 PL0621'NORTHWEST OF A TAG IN POST AT TELEPHONE BOX, 5.4 FT (1.6 M) NORTHEAST
 PL0621'OF A 18 INCH CORRUGATED METAL PIPE WITH END SECTION (TOP CENTER) AND
 PL0621'3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0621
 PL0621                          STATION RECOVERY (2001)
 PL0621
 PL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0621
 PL0621                          STATION RECOVERY (2001)
 PL0621
 PL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0621
 PL0621                          STATION RECOVERY (2008)
 PL0621
 PL0621'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0621'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5214 ***********************************************************************
 DL5214  DESIGNATION -  57301
 DL5214  PID         -  DL5214
 DL5214  STATE/COUNTY-  MI/MISSAUKEE
 DL5214  COUNTRY     -  US
 DL5214  USGS QUAD   -  DINCA (2017)
 DL5214
 DL5214                         *CURRENT SURVEY CONTROL
 DL5214  ______________________________________________________________________
 DL5214* NAD 83(1986) POSITION- 44 20 14.09   (N) 085 03 19.13   (W)   HD_HELD1
 DL5214* NAVD 88 ORTHO HEIGHT -   363.628 (meters)     1193.00  (feet) ADJUSTED
 DL5214  ______________________________________________________________________
 DL5214  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 DL5214  DYNAMIC HEIGHT  -        363.579 (meters)     1192.84  (feet) COMP
 DL5214  MODELED GRAVITY -    980,471.4   (mgal)                       NAVD 88
 DL5214
 DL5214  VERT ORDER      -  FIRST     CLASS II
 DL5214
 DL5214.The horizontal coordinates were determined by differentially corrected
 DL5214.hand held GPS observations or other comparable positioning techniques
 DL5214.and have an estimated accuracy of +/- 3 meters.
 DL5214
 DL5214.The orthometric height was determined by differential leveling and
 DL5214.adjusted by the NATIONAL GEODETIC SURVEY
 DL5214.in October 2009.
 DL5214
 DL5214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5214.GEOID18 height accuracy estimate available here.
 DL5214
 DL5214.Click photographs - Photos may exist for this station.
 DL5214
 DL5214.The dynamic height is computed by dividing the NAVD 88
 DL5214.geopotential number by the normal gravity value computed on the
 DL5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5214.degrees latitude (g = 980.6199 gals.).
 DL5214
 DL5214.The modeled gravity was interpolated from observed gravity values.
 DL5214
 DL5214;                    North         East    Units  Estimated Accuracy
 DL5214;SPC MI C     -   113,641.6   5,945,082.5     MT  (+/- 3 meters HH1 GPS) 
 DL5214
 DL5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5502811170(NAD 83)
 DL5214
 DL5214                          SUPERSEDED SURVEY CONTROL
 DL5214
 DL5214.No superseded survey control is available for this station.
 DL5214
 DL5214_MARKER: DD = SURVEY DISK
 DL5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5214_STAMPING: 57301
 DL5214_MARK LOGO: MIDT
 DL5214_PROJECTION: FLUSH
 DL5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5214+STABILITY: SURFACE MOTION
 DL5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5214+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5214
 DL5214  HISTORY     - Date     Condition        Report By
 DL5214  HISTORY     - 2003     MONUMENTED       MIDT
 DL5214  HISTORY     - 20080428 GOOD             COLEM
 DL5214
 DL5214                          STATION DESCRIPTION
 DL5214
 DL5214'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH STATE
 DL5214'HIGHWAY 55 IN HOUGHTON LAKE HEIGHTS, MICHIGAN, GO WEST ON STATE
 DL5214'HIGHWAY 55 FOR 12.3 MI (19.8 KM) TO THE JUNCTION OF STATE HIGHWAY 55
 DL5214'WITH 8 MI (12.9 KM) ROAD AND THE STATION ON THE LEFT.
 DL5214'
 DL5214'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5214'IN THE TOP OF CONCRETE,
 DL5214'
 DL5214'116.3 FT (35.4 M) EAST OF A UTILITY POLE, 52.7 FT (16.1 M) WEST OF 8
 DL5214'MI (12.9 KM) ROAD CENTERLINE, 51.4 FT (15.7 M) SOUTH OF STATE HIGHWAY
 DL5214'55 CENTERLINE, 1.5 FT (0.5 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL5214'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5213 ***********************************************************************
 DL5213  DESIGNATION -  57303
 DL5213  PID         -  DL5213
 DL5213  STATE/COUNTY-  MI/MISSAUKEE
 DL5213  COUNTRY     -  US
 DL5213  USGS QUAD   -  DINCA (2017)
 DL5213
 DL5213                         *CURRENT SURVEY CONTROL
 DL5213  ______________________________________________________________________
 DL5213* NAD 83(1986) POSITION- 44 20 11.91   (N) 085 00 54.69   (W)   HD_HELD1
 DL5213* NAVD 88 ORTHO HEIGHT -   360.137 (meters)     1181.55  (feet) ADJUSTED
 DL5213  ______________________________________________________________________
 DL5213  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 DL5213  DYNAMIC HEIGHT  -        360.087 (meters)     1181.39  (feet) COMP
 DL5213  MODELED GRAVITY -    980,469.0   (mgal)                       NAVD 88
 DL5213
 DL5213  VERT ORDER      -  FIRST     CLASS II
 DL5213
 DL5213.The horizontal coordinates were determined by differentially corrected
 DL5213.hand held GPS observations or other comparable positioning techniques
 DL5213.and have an estimated accuracy of +/- 3 meters.
 DL5213
 DL5213.The orthometric height was determined by differential leveling and
 DL5213.adjusted by the NATIONAL GEODETIC SURVEY
 DL5213.in October 2009.
 DL5213
 DL5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5213.GEOID18 height accuracy estimate available here.
 DL5213
 DL5213.Click photographs - Photos may exist for this station.
 DL5213
 DL5213.The dynamic height is computed by dividing the NAVD 88
 DL5213.geopotential number by the normal gravity value computed on the
 DL5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5213.degrees latitude (g = 980.6199 gals.).
 DL5213
 DL5213.The modeled gravity was interpolated from observed gravity values.
 DL5213
 DL5213;                    North         East    Units  Estimated Accuracy
 DL5213;SPC MI C     -   113,547.9   5,948,281.5     MT  (+/- 3 meters HH1 GPS) 
 DL5213
 DL5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5822811179(NAD 83)
 DL5213
 DL5213                          SUPERSEDED SURVEY CONTROL
 DL5213
 DL5213.No superseded survey control is available for this station.
 DL5213
 DL5213_MARKER: DD = SURVEY DISK
 DL5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5213_STAMPING: 57303
 DL5213_MARK LOGO: MIDT
 DL5213_PROJECTION: FLUSH
 DL5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5213+STABILITY: SURFACE MOTION
 DL5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5213+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5213
 DL5213  HISTORY     - Date     Condition        Report By
 DL5213  HISTORY     - 2003     MONUMENTED       MIDT
 DL5213  HISTORY     - 20080428 GOOD             COLEM
 DL5213
 DL5213                          STATION DESCRIPTION
 DL5213
 DL5213'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5213'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 127 WITH STATE
 DL5213'HIGHWAY 55 IN HOUGHTON LAKE HEIGHTS, MI, GO WEST ON STATE HIGHWAY 55
 DL5213'FOR 10.3 MI (16.6 KM) TO THE JUNCTION OF STATE HIGHWAY 55 WITH STEVENS
 DL5213'ROAD AND THE STATION ON THE LEFT.
 DL5213'
 DL5213'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5213'IN THE TOP OF CONCRETE,
 DL5213'
 DL5213'112.6 FT (34.3 M) SOUTHEAST OF THE END OF A GUARD RAIL, 47.4 FT (14.4
 DL5213'M) SOUTH OF A MONUMENT BOX FOR A SECTION CORNER, 4.5 FT (1.4 M)
 DL5213'NORTHWEST OF A WOOD POST, 2 FT (0.6 M) NORTH OF AN ORANGE CARSONITE
 DL5213'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5022 ***********************************************************************
 DL5022  DESIGNATION -  57600
 DL5022  PID         -  DL5022
 DL5022  STATE/COUNTY-  MI/MISSAUKEE
 DL5022  COUNTRY     -  US
 DL5022  USGS QUAD   -  HOUGHTON LAKE (2017)
 DL5022
 DL5022                         *CURRENT SURVEY CONTROL
 DL5022  ______________________________________________________________________
 DL5022* NAD 83(1986) POSITION- 44 20 07.59   (N) 084 52 17.38   (W)   HD_HELD1
 DL5022* NAVD 88 ORTHO HEIGHT -   345.212 (meters)     1132.58  (feet) ADJUSTED
 DL5022  ______________________________________________________________________
 DL5022  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 DL5022  DYNAMIC HEIGHT  -        345.160 (meters)     1132.41  (feet) COMP
 DL5022  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 DL5022
 DL5022  VERT ORDER      -  FIRST     CLASS II
 DL5022
 DL5022.The horizontal coordinates were determined by differentially corrected
 DL5022.hand held GPS observations or other comparable positioning techniques
 DL5022.and have an estimated accuracy of +/- 3 meters.
 DL5022
 DL5022.The orthometric height was determined by differential leveling and
 DL5022.adjusted by the NATIONAL GEODETIC SURVEY
 DL5022.in October 2009.
 DL5022
 DL5022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5022.GEOID18 height accuracy estimate available here.
 DL5022
 DL5022.Click photographs - Photos may exist for this station.
 DL5022
 DL5022.The dynamic height is computed by dividing the NAVD 88
 DL5022.geopotential number by the normal gravity value computed on the
 DL5022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5022.degrees latitude (g = 980.6199 gals.).
 DL5022
 DL5022.The modeled gravity was interpolated from observed gravity values.
 DL5022
 DL5022;                    North         East    Units  Estimated Accuracy
 DL5022;SPC MI C     -   113,333.1   5,959,740.0     MT  (+/- 3 meters HH1 GPS) 
 DL5022
 DL5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6968711333(NAD 83)
 DL5022
 DL5022                          SUPERSEDED SURVEY CONTROL
 DL5022
 DL5022.No superseded survey control is available for this station.
 DL5022
 DL5022_MARKER: DD = SURVEY DISK
 DL5022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5022_SP_SET: BOX CULVERT
 DL5022_STAMPING: 57600 2008
 DL5022_MARK LOGO: MIDT
 DL5022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5022+STABILITY: SURFACE MOTION
 DL5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5022+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL5022
 DL5022  HISTORY     - Date     Condition        Report By
 DL5022  HISTORY     - 20080603 MONUMENTED       COLEM
 DL5022
 DL5022                          STATION DESCRIPTION
 DL5022
 DL5022'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5022'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST-NORTHWEST OF
 DL5022'HOUGHTON LAKE, 4.8 MI (7.7 KM) WEST OF HOUGHTON LAKE HEIGHTS AND 3.7
 DL5022'MI (6.0 KM) EAST OF MERRITT.
 DL5022'
 DL5022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DL5022'HIGHWAY 300 ABOUT 3 MI (4.8 KM) WEST OF HOUGHTON LAKE HEIGHTS,
 DL5022'MICHIGAN, GO WEST FOR 0.85 MI (1.4 KM) TO A BOX CULVERT OVER AN
 DL5022'INTERMITTENT STREAM AND THE STATION ON THE LEFT.
 DL5022'
 DL5022'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5022'MODERNIZATION MARK DISK SET IN THE WEST SIDE OF THE SOUTH END OF A BOX
 DL5022'CULVERT.
 DL5022'
 DL5022'THE STATION IS 10.5 FT (3.2 M) SOUTH OF THE EDGE OF PAVEMENT OF STATE
 DL5022'HIGHWAY 55.
 DL5022'
 DL5022'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5023 ***********************************************************************
 DL5023  DESIGNATION -  57601
 DL5023  PID         -  DL5023
 DL5023  STATE/COUNTY-  MI/MISSAUKEE
 DL5023  COUNTRY     -  US
 DL5023  USGS QUAD   -  MERRITT (2017)
 DL5023
 DL5023                         *CURRENT SURVEY CONTROL
 DL5023  ______________________________________________________________________
 DL5023* NAD 83(2011) POSITION- 44 20 09.54531(N) 084 53 54.23277(W)   ADJUSTED
 DL5023* NAD 83(2011) ELLIP HT-   312.584 (meters)        (06/27/12)   ADJUSTED
 DL5023* NAD 83(2011) EPOCH   -  2010.00
 DL5023* NAVD 88 ORTHO HEIGHT -   346.430 (meters)     1136.58  (feet) ADJUSTED
 DL5023  ______________________________________________________________________
 DL5023  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DL5023  NAD 83(2011) X  -    406,346.427 (meters)                     COMP
 DL5023  NAD 83(2011) Y  - -4,551,585.117 (meters)                     COMP
 DL5023  NAD 83(2011) Z  -  4,435,089.078 (meters)                     COMP
 DL5023  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 DL5023  DYNAMIC HEIGHT  -        346.379 (meters)     1136.41  (feet) COMP
 DL5023  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 DL5023
 DL5023  VERT ORDER      -  FIRST     CLASS II
 DL5023
 DL5023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5023  Standards:
 DL5023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5023  -------------------------------------------------------------------
 DL5023  NETWORK    0.38   0.53           0.17   0.13   0.27      0.20097394
 DL5023  -------------------------------------------------------------------
 DL5023  Click here for local accuracies and other accuracy information.
 DL5023
 DL5023.The horizontal coordinates were established by GPS observations
 DL5023.and adjusted by the National Geodetic Survey in June 2012.
 DL5023
 DL5023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5023.been affixed to the stable North American tectonic plate. See 
 DL5023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5023
 DL5023.The horizontal coordinates are valid at the epoch date displayed above
 DL5023.which is a decimal equivalence of Year/Month/Day.
 DL5023
 DL5023.The orthometric height was determined by differential leveling and
 DL5023.adjusted by the NATIONAL GEODETIC SURVEY
 DL5023.in October 2009.
 DL5023
 DL5023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5023.GEOID18 height accuracy estimate available here.
 DL5023
 DL5023.Click photographs - Photos may exist for this station.
 DL5023
 DL5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5023
 DL5023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5023
 DL5023.The ellipsoidal height was determined by GPS observations
 DL5023.and is referenced to NAD 83.
 DL5023
 DL5023.The dynamic height is computed by dividing the NAVD 88
 DL5023.geopotential number by the normal gravity value computed on the
 DL5023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5023.degrees latitude (g = 980.6199 gals.).
 DL5023
 DL5023.The modeled gravity was interpolated from observed gravity values.
 DL5023
 DL5023. The following values were computed from the NAD 83(2011) position.
 DL5023
 DL5023;                    North         East     Units Scale Factor Converg.
 DL5023;SPC MI C     -   113,407.157 5,957,594.901   MT  0.99996850   -0 22 32.2
 DL5023;SPC MI C     -   372,070.73 19,545,915.03   iFT  0.99996850   -0 22 32.2
 DL5023;UTM  16      - 4,911,338.924   667,541.253   MT  0.99994522   +1 28 08.7
 DL5023
 DL5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5023!SPC MI C     -   0.99995099  x   0.99996850  =   0.99991949
 DL5023!UTM  16      -   0.99995099  x   0.99994522  =   0.99989621
 DL5023
 DL5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6754111338(NAD 83)
 DL5023
 DL5023                          SUPERSEDED SURVEY CONTROL
 DL5023
 DL5023  NAD 83(2007)-  44 20 09.54562(N)    084 53 54.23350(W) AD(2002.00) B
 DL5023  ELLIP H (10/23/09)  312.601  (m)                       GP(2002.00) 3 1
 DL5023
 DL5023.Superseded values are not recommended for survey control.
 DL5023
 DL5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5023.See file dsdata.pdf to determine how the superseded data were derived.
 DL5023
 DL5023_MARKER: DD = SURVEY DISK
 DL5023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5023_STAMPING: 57601 2008
 DL5023_MARK LOGO: MIDT
 DL5023_PROJECTION: FLUSH
 DL5023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5023+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DL5023
 DL5023  HISTORY     - Date     Condition        Report By
 DL5023  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5023  HISTORY     - 20210614 GOOD             MIDT
 DL5023
 DL5023                          STATION DESCRIPTION
 DL5023
 DL5023'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5023'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF
 DL5023'HOUGHTON LAKE, 6.2 MI (10.0 KM) WEST OF HOUGHTON LAKE HEIGHTS AND 2.3
 DL5023'MI (3.7 KM) EAST OF MERRITT.
 DL5023'
 DL5023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5023'BOYNTON ROAD ABOUT 2 MI (3.2 KM) EAST OF MERRITT, MICHIGAN, GO EAST ON
 DL5023'STATE HIGHWAY 55 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL5023'
 DL5023'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5023'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5023'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5023'
 DL5023'THE STATION IS 0.6 MI (1.0 KM) WEST OF JEFFS ROAD, 240 FT (73.2 M)
 DL5023'EAST OF THE CENTER OF DRIVEWAY OPENING '9781 M-55', 135 FT (41.1 M)
 DL5023'WEST OF TELEPHONE PEDESTAL 'MRTT 3000 17B', 18.5 FT (5.6 M) NORTH OF
 DL5023'THE EDGE OF PAVEMENT OF STATE HIGHWAY 55, AND 3.3 FT (1.0 M) SOUTH OF
 DL5023'AN ORANGE CARSONITE WITNESS POST.
 DL5023
 DL5023                          STATION RECOVERY (2021)
 DL5023
 DL5023'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5023'FOUND AS DESCRIBED IN 2008, EXCEPT THE ORANGE CARSONITE POST IS
 DL5023'NOWHERE TO BE SEEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5024 ***********************************************************************
 DL5024  DESIGNATION -  57602
 DL5024  PID         -  DL5024
 DL5024  STATE/COUNTY-  MI/MISSAUKEE
 DL5024  COUNTRY     -  US
 DL5024  USGS QUAD   -  MERRITT (2017)
 DL5024
 DL5024                         *CURRENT SURVEY CONTROL
 DL5024  ______________________________________________________________________
 DL5024* NAD 83(1986) POSITION- 44 20 09.89   (N) 084 56 06.83   (W)   HD_HELD1
 DL5024* NAVD 88 ORTHO HEIGHT -   348.435 (meters)     1143.16  (feet) ADJUSTED
 DL5024  ______________________________________________________________________
 DL5024  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 DL5024  DYNAMIC HEIGHT  -        348.384 (meters)     1142.99  (feet) COMP
 DL5024  MODELED GRAVITY -    980,463.2   (mgal)                       NAVD 88
 DL5024
 DL5024  VERT ORDER      -  FIRST     CLASS II
 DL5024
 DL5024.The horizontal coordinates were determined by differentially corrected
 DL5024.hand held GPS observations or other comparable positioning techniques
 DL5024.and have an estimated accuracy of +/- 3 meters.
 DL5024
 DL5024.The orthometric height was determined by differential leveling and
 DL5024.adjusted by the NATIONAL GEODETIC SURVEY
 DL5024.in October 2009.
 DL5024
 DL5024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5024.GEOID18 height accuracy estimate available here.
 DL5024
 DL5024.Click photographs - Photos may exist for this station.
 DL5024
 DL5024.The dynamic height is computed by dividing the NAVD 88
 DL5024.geopotential number by the normal gravity value computed on the
 DL5024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5024.degrees latitude (g = 980.6199 gals.).
 DL5024
 DL5024.The modeled gravity was interpolated from observed gravity values.
 DL5024
 DL5024;                    North         East    Units  Estimated Accuracy
 DL5024;SPC MI C     -   113,437.7   5,954,657.7     MT  (+/- 3 meters HH1 GPS) 
 DL5024
 DL5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6460411274(NAD 83)
 DL5024
 DL5024                          SUPERSEDED SURVEY CONTROL
 DL5024
 DL5024.No superseded survey control is available for this station.
 DL5024
 DL5024_MARKER: DD = SURVEY DISK
 DL5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5024_STAMPING: 57602 2008
 DL5024_MARK LOGO: MIDT
 DL5024_PROJECTION: FLUSH
 DL5024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5024+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5024
 DL5024  HISTORY     - Date     Condition        Report By
 DL5024  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5024
 DL5024                          STATION DESCRIPTION
 DL5024
 DL5024'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5024'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF HOUGHTON LAKE
 DL5024'HEIGHTS, 7.1 MI (11.4 KM) NORTHEAST OF DINCA AND 0.6 MI (1.0 KM)
 DL5024'NORTHEAST OF MERRITT.
 DL5024'
 DL5024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5024'MERRITT ROAD IN MERRITT, MICHIGAN, GO EAST ON STATE HIGHWAY 55 FOR
 DL5024'0.45 MI (0.7 KM) TO THE STATION LEFT.
 DL5024'
 DL5024'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5024'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5024'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5024'
 DL5024'THE STATION IS 108 FT (32.9 M) SOUTHWEST OF A UTILITY POLE, 28 FT (8.5
 DL5024'M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 55, 25 FT (7.6 M) SOUTH OF
 DL5024'A RIGHT OF WAY FENCE, 25 FT (7.6 M) SOUTH OF AN ORANGE CARSONITE
 DL5024'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5025 ***********************************************************************
 DL5025  DESIGNATION -  57603
 DL5025  PID         -  DL5025
 DL5025  STATE/COUNTY-  MI/MISSAUKEE
 DL5025  COUNTRY     -  US
 DL5025  USGS QUAD   -  MERRITT (2017)
 DL5025
 DL5025                         *CURRENT SURVEY CONTROL
 DL5025  ______________________________________________________________________
 DL5025* NAD 83(1986) POSITION- 44 20 09.63   (N) 084 57 17.92   (W)   HD_HELD1
 DL5025* NAVD 88 ORTHO HEIGHT -   353.985 (meters)     1161.37  (feet) ADJUSTED
 DL5025  ______________________________________________________________________
 DL5025  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 DL5025  DYNAMIC HEIGHT  -        353.935 (meters)     1161.20  (feet) COMP
 DL5025  MODELED GRAVITY -    980,465.2   (mgal)                       NAVD 88
 DL5025
 DL5025  VERT ORDER      -  FIRST     CLASS II
 DL5025
 DL5025.The horizontal coordinates were determined by differentially corrected
 DL5025.hand held GPS observations or other comparable positioning techniques
 DL5025.and have an estimated accuracy of +/- 3 meters.
 DL5025
 DL5025.The orthometric height was determined by differential leveling and
 DL5025.adjusted by the NATIONAL GEODETIC SURVEY
 DL5025.in October 2009.
 DL5025
 DL5025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5025.GEOID18 height accuracy estimate available here.
 DL5025
 DL5025.Click photographs - Photos may exist for this station.
 DL5025
 DL5025.The dynamic height is computed by dividing the NAVD 88
 DL5025.geopotential number by the normal gravity value computed on the
 DL5025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5025.degrees latitude (g = 980.6199 gals.).
 DL5025
 DL5025.The modeled gravity was interpolated from observed gravity values.
 DL5025
 DL5025;                    North         East    Units  Estimated Accuracy
 DL5025;SPC MI C     -   113,440.9   5,953,082.8     MT  (+/- 3 meters HH1 GPS) 
 DL5025
 DL5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6303011227(NAD 83)
 DL5025
 DL5025                          SUPERSEDED SURVEY CONTROL
 DL5025
 DL5025.No superseded survey control is available for this station.
 DL5025
 DL5025_MARKER: DD = SURVEY DISK
 DL5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5025_STAMPING: 57603
 DL5025_MARK LOGO: MIDT
 DL5025_PROJECTION: FLUSH
 DL5025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5025+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5025
 DL5025  HISTORY     - Date     Condition        Report By
 DL5025  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5025
 DL5025                          STATION DESCRIPTION
 DL5025
 DL5025'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5025'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF MODDERSVILLE,
 DL5025'6.3 MI (10.1 KM) NORTHEAST OF DINCA AND 0.7 MI (1.1 KM) NORTHWEST OF
 DL5025'MERRITT.
 DL5025'
 DL5025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5025'MERRITT ROAD IN MERRITT, MICHIGAN, GO WEST ON STATE HIGHWAY 55 FOR 0.5
 DL5025'MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL5025'
 DL5025'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5025'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5025'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5025'
 DL5025'THE STATION IS 1.5 EAST OF STAR CITY ROAD, 140 FT (42.7 M) WEST OF THE
 DL5025'EXTENDED CENTER OF DRIVEWAY OPENING '7015 M-55', 29 FT (8.8 M) SOUTH
 DL5025'OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 55 AND 3.3 FT (1.0 M) NORTH
 DL5025'OF A ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5026 ***********************************************************************
 DL5026  DESIGNATION -  57604
 DL5026  PID         -  DL5026
 DL5026  STATE/COUNTY-  MI/MISSAUKEE
 DL5026  COUNTRY     -  US
 DL5026  USGS QUAD   -  MERRITT (2017)
 DL5026
 DL5026                         *CURRENT SURVEY CONTROL
 DL5026  ______________________________________________________________________
 DL5026* NAD 83(2011) POSITION- 44 20 10.93890(N) 084 59 24.36791(W)   ADJUSTED
 DL5026* NAD 83(2011) ELLIP HT-   323.922 (meters)        (06/27/12)   ADJUSTED
 DL5026* NAD 83(2011) EPOCH   -  2010.00
 DL5026* NAVD 88 ORTHO HEIGHT -   357.540 (meters)     1173.03  (feet) ADJUSTED
 DL5026  ______________________________________________________________________
 DL5026  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 DL5026  NAD 83(2011) X  -    399,058.997 (meters)                     COMP
 DL5026  NAD 83(2011) Y  - -4,552,207.791 (meters)                     COMP
 DL5026  NAD 83(2011) Z  -  4,435,127.770 (meters)                     COMP
 DL5026  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 DL5026  DYNAMIC HEIGHT  -        357.490 (meters)     1172.87  (feet) COMP
 DL5026  MODELED GRAVITY -    980,468.6   (mgal)                       NAVD 88
 DL5026
 DL5026  VERT ORDER      -  FIRST     CLASS II
 DL5026
 DL5026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5026  Standards:
 DL5026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5026  -------------------------------------------------------------------
 DL5026  NETWORK    0.26   0.45           0.12   0.09   0.23      0.00603291
 DL5026  -------------------------------------------------------------------
 DL5026  Click here for local accuracies and other accuracy information.
 DL5026
 DL5026.The horizontal coordinates were established by GPS observations
 DL5026.and adjusted by the National Geodetic Survey in June 2012.
 DL5026
 DL5026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5026.been affixed to the stable North American tectonic plate. See 
 DL5026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5026
 DL5026.The horizontal coordinates are valid at the epoch date displayed above
 DL5026.which is a decimal equivalence of Year/Month/Day.
 DL5026
 DL5026.The orthometric height was determined by differential leveling and
 DL5026.adjusted by the NATIONAL GEODETIC SURVEY
 DL5026.in October 2009.
 DL5026
 DL5026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5026.GEOID18 height accuracy estimate available here.
 DL5026
 DL5026.Click photographs - Photos may exist for this station.
 DL5026
 DL5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5026
 DL5026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5026
 DL5026.The ellipsoidal height was determined by GPS observations
 DL5026.and is referenced to NAD 83.
 DL5026
 DL5026.The dynamic height is computed by dividing the NAVD 88
 DL5026.geopotential number by the normal gravity value computed on the
 DL5026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5026.degrees latitude (g = 980.6199 gals.).
 DL5026
 DL5026.The modeled gravity was interpolated from observed gravity values.
 DL5026
 DL5026. The following values were computed from the NAD 83(2011) position.
 DL5026
 DL5026;                    North         East     Units Scale Factor Converg.
 DL5026;SPC MI C     -   113,502.249 5,950,282.036   MT  0.99996843   -0 26 25.4
 DL5026;SPC MI C     -   372,382.71 19,521,922.69   iFT  0.99996843   -0 26 25.4
 DL5026;UTM  16      - 4,911,198.525   660,229.396   MT  0.99991574   +1 24 17.8
 DL5026
 DL5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5026!SPC MI C     -   0.99994921  x   0.99996843  =   0.99991764
 DL5026!UTM  16      -   0.99994921  x   0.99991574  =   0.99986496
 DL5026
 DL5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6022911198(NAD 83)
 DL5026
 DL5026                          SUPERSEDED SURVEY CONTROL
 DL5026
 DL5026  NAD 83(2007)-  44 20 10.93925(N)    084 59 24.36871(W) AD(2002.00) B
 DL5026  ELLIP H (10/19/09)  323.941  (m)                       GP(2002.00) 1 1
 DL5026
 DL5026.Superseded values are not recommended for survey control.
 DL5026
 DL5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5026.See file dsdata.pdf to determine how the superseded data were derived.
 DL5026
 DL5026_MARKER: DD = SURVEY DISK
 DL5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5026_STAMPING: 57604 2008
 DL5026_MARK LOGO: MIDT
 DL5026_PROJECTION: FLUSH
 DL5026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5026+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2021
 DL5026
 DL5026  HISTORY     - Date     Condition        Report By
 DL5026  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5026  HISTORY     - 20210609 GOOD             MIDT
 DL5026
 DL5026                          STATION DESCRIPTION
 DL5026
 DL5026'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5026'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF FALMOUTH,
 DL5026'5.1 MI (8.2 KM) NORTHEAST OF DINCA AND 2.3 MI (3.7 KM) WEST-NORTHWEST
 DL5026'OF MERRITT.
 DL5026'
 DL5026'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STAR
 DL5026'CITY ROAD ABOUT 2 MI (3.2 KM) WEST OF MERRITT, MICHIGAN, GO WEST ON
 DL5026'STATE HIGHWAY 55 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DL5026'
 DL5026'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5026'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5026'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5026'
 DL5026'THE STATION IS 0.25 MI (0.4 KM) EAST OF GRAY ROAD, 310 FT (94.5 M)
 DL5026'WEST OF DRIVEWAY OPENING '5303 M-55', 14.6 FT (4.5 M) SOUTH OF THE
 DL5026'EDGE OF PAVEMENT OF STATE HIGHWAY 55, AND 3.3 FT (1.0 M) NORTH OF AN
 DL5026'ORANGE CARSONITE WITNESS POST.
 DL5026
 DL5026                          STATION RECOVERY (2021)
 DL5026
 DL5026'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5027 ***********************************************************************
 DL5027  DESIGNATION -  57605
 DL5027  PID         -  DL5027
 DL5027  STATE/COUNTY-  MI/MISSAUKEE
 DL5027  COUNTRY     -  US
 DL5027  USGS QUAD   -  DINCA (2017)
 DL5027
 DL5027                         *CURRENT SURVEY CONTROL
 DL5027  ______________________________________________________________________
 DL5027* NAD 83(2011) POSITION- 44 20 25.38182(N) 085 04 31.53202(W)   ADJUSTED
 DL5027* NAD 83(2011) ELLIP HT-   338.166 (meters)        (06/27/12)   ADJUSTED
 DL5027* NAD 83(2011) EPOCH   -  2010.00
 DL5027* NAVD 88 ORTHO HEIGHT -   371.618 (meters)     1219.22  (feet) ADJUSTED
 DL5027  ______________________________________________________________________
 DL5027  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 DL5027  NAD 83(2011) X  -    392,253.657 (meters)                     COMP
 DL5027  NAD 83(2011) Y  - -4,552,496.728 (meters)                     COMP
 DL5027  NAD 83(2011) Z  -  4,435,456.589 (meters)                     COMP
 DL5027  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 DL5027  DYNAMIC HEIGHT  -        371.568 (meters)     1219.05  (feet) COMP
 DL5027  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 DL5027
 DL5027  VERT ORDER      -  FIRST     CLASS II
 DL5027
 DL5027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5027  Standards:
 DL5027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5027  -------------------------------------------------------------------
 DL5027  NETWORK    0.30   0.47           0.14   0.10   0.24     -0.09751844
 DL5027  -------------------------------------------------------------------
 DL5027  Click here for local accuracies and other accuracy information.
 DL5027
 DL5027.The horizontal coordinates were established by GPS observations
 DL5027.and adjusted by the National Geodetic Survey in June 2012.
 DL5027
 DL5027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5027.been affixed to the stable North American tectonic plate. See 
 DL5027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5027
 DL5027.The horizontal coordinates are valid at the epoch date displayed above
 DL5027.which is a decimal equivalence of Year/Month/Day.
 DL5027
 DL5027.The orthometric height was determined by differential leveling and
 DL5027.adjusted by the NATIONAL GEODETIC SURVEY
 DL5027.in October 2009.
 DL5027
 DL5027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5027.GEOID18 height accuracy estimate available here.
 DL5027
 DL5027.Click photographs - Photos may exist for this station.
 DL5027
 DL5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5027
 DL5027.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5027
 DL5027.The ellipsoidal height was determined by GPS observations
 DL5027.and is referenced to NAD 83.
 DL5027
 DL5027.The dynamic height is computed by dividing the NAVD 88
 DL5027.geopotential number by the normal gravity value computed on the
 DL5027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5027.degrees latitude (g = 980.6199 gals.).
 DL5027
 DL5027.The modeled gravity was interpolated from observed gravity values.
 DL5027
 DL5027. The following values were computed from the NAD 83(2011) position.
 DL5027
 DL5027;                    North         East     Units Scale Factor Converg.
 DL5027;SPC MI C     -   114,003.898 5,943,481.696   MT  0.99996770   -0 30 02.4
 DL5027;SPC MI C     -   374,028.54 19,499,611.86   iFT  0.99996770   -0 30 02.4
 DL5027;UTM  16      - 4,911,480.870   653,416.874   MT  0.99988946   +1 20 43.4
 DL5027
 DL5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5027!SPC MI C     -   0.99994698  x   0.99996770  =   0.99991468
 DL5027!UTM  16      -   0.99994698  x   0.99988946  =   0.99983644
 DL5027
 DL5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5341611480(NAD 83)
 DL5027
 DL5027                          SUPERSEDED SURVEY CONTROL
 DL5027
 DL5027  NAD 83(2007)-  44 20 25.38217(N)    085 04 31.53276(W) AD(2002.00) B
 DL5027  ELLIP H (10/23/09)  338.181  (m)                       GP(2002.00) 3 1
 DL5027
 DL5027.Superseded values are not recommended for survey control.
 DL5027
 DL5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5027.See file dsdata.pdf to determine how the superseded data were derived.
 DL5027
 DL5027_MARKER: DD = SURVEY DISK
 DL5027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5027_STAMPING: 57605 2008
 DL5027_MARK LOGO: MIDT
 DL5027_PROJECTION: FLUSH
 DL5027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5027+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DL5027
 DL5027  HISTORY     - Date     Condition        Report By
 DL5027  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5027  HISTORY     - 20210608 GOOD             MIDT
 DL5027
 DL5027                          STATION DESCRIPTION
 DL5027
 DL5027'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5027'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF FALMOUTH, 6.5
 DL5027'MI (10.5 KM) WEST OF MERRITT AND 4.4 MI (7.1 KM) NORTH-NORTHWEST OF
 DL5027'DINCA.
 DL5027'
 DL5027'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH N 7 MI
 DL5027'(11.3 KM) ROAD ABOUT 7 MI (11.3 KM) EAST OF LAKE CITY, MICHIGAN, GO
 DL5027'NORTH ON N 7 MI (11.3 KM) ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON
 DL5027'THE LEFT.
 DL5027'
 DL5027'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5027'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5027'CONCRETE POST, SET TO A DEPTH OF 7 FT (2.1 M),
 DL5027'
 DL5027'THE STATION IS 230 FT (70.1 M) NORTHWEST OF A WOOD POST FOR A 'STOP
 DL5027'AHEAD' SIGN, 180 FT (54.9 M) SOUTH OF THE EXTENDED CENTER OF A FIELD
 DL5027'ENTRANCE, 31.5 FT (9.6 M) WEST OF THE CENTERLINE OF 7 MI (11.3 KM)
 DL5027'ROAD, AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5027
 DL5027                          STATION RECOVERY (2021)
 DL5027
 DL5027'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5028 ***********************************************************************
 DL5028  DESIGNATION -  57606
 DL5028  PID         -  DL5028
 DL5028  STATE/COUNTY-  MI/MISSAUKEE
 DL5028  COUNTRY     -  US
 DL5028  USGS QUAD   -  DINCA (2017)
 DL5028
 DL5028                         *CURRENT SURVEY CONTROL
 DL5028  ______________________________________________________________________
 DL5028* NAD 83(1986) POSITION- 44 20 20.62   (N) 085 06 57.10   (W)   HD_HELD1
 DL5028* NAVD 88 ORTHO HEIGHT -   370.728 (meters)     1216.30  (feet) ADJUSTED
 DL5028  ______________________________________________________________________
 DL5028  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 DL5028  DYNAMIC HEIGHT  -        370.678 (meters)     1216.13  (feet) COMP
 DL5028  MODELED GRAVITY -    980,473.9   (mgal)                       NAVD 88
 DL5028
 DL5028  VERT ORDER      -  FIRST     CLASS II
 DL5028
 DL5028.The horizontal coordinates were determined by differentially corrected
 DL5028.hand held GPS observations or other comparable positioning techniques
 DL5028.and have an estimated accuracy of +/- 3 meters.
 DL5028
 DL5028.The orthometric height was determined by differential leveling and
 DL5028.adjusted by the NATIONAL GEODETIC SURVEY
 DL5028.in October 2009.
 DL5028
 DL5028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5028.GEOID18 height accuracy estimate available here.
 DL5028
 DL5028.Click photographs - Photos may exist for this station.
 DL5028
 DL5028.The dynamic height is computed by dividing the NAVD 88
 DL5028.geopotential number by the normal gravity value computed on the
 DL5028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5028.degrees latitude (g = 980.6199 gals.).
 DL5028
 DL5028.The modeled gravity was interpolated from observed gravity values.
 DL5028
 DL5028;                    North         East    Units  Estimated Accuracy
 DL5028;SPC MI C     -   113,885.9   5,940,256.0     MT  (+/- 3 meters HH1 GPS) 
 DL5028
 DL5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5019611259(NAD 83)
 DL5028
 DL5028                          SUPERSEDED SURVEY CONTROL
 DL5028
 DL5028.No superseded survey control is available for this station.
 DL5028
 DL5028_MARKER: DD = SURVEY DISK
 DL5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5028_STAMPING: 57606 2008
 DL5028_MARK LOGO: MIDT
 DL5028_PROJECTION: FLUSH
 DL5028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5028+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5028
 DL5028  HISTORY     - Date     Condition        Report By
 DL5028  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5028
 DL5028                          STATION DESCRIPTION
 DL5028
 DL5028'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5028'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF OF THE JUNCTION OF
 DL5028'STATE HIGHWAY 55 WITH TURNERVILLE ROAD ABOUT 5 MI (8.0 KM) EAST OF
 DL5028'LAKE CITY, MICHIGAN.
 DL5028'
 DL5028'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5028'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5028'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5028'
 DL5028'THE STATION IS 300 FT (91.4 M) NORTH OF STATE HIGHWAY 55, 20.5 FT (6.2
 DL5028'M) WEST OF THE EDGE OF PAVEMENT OF TURNERVILLE ROAD, AND 1 FT (0.3 M)
 DL5028'EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5029 ***********************************************************************
 DL5029  DESIGNATION -  57607
 DL5029  PID         -  DL5029
 DL5029  STATE/COUNTY-  MI/MISSAUKEE
 DL5029  COUNTRY     -  US
 DL5029  USGS QUAD   -  LAKE CITY (2017)
 DL5029
 DL5029                         *CURRENT SURVEY CONTROL
 DL5029  ______________________________________________________________________
 DL5029* NAD 83(1986) POSITION- 44 20 21.24   (N) 085 08 55.61   (W)   HD_HELD1
 DL5029* NAVD 88 ORTHO HEIGHT -   383.600 (meters)     1258.53  (feet) ADJUSTED
 DL5029  ______________________________________________________________________
 DL5029  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 DL5029  DYNAMIC HEIGHT  -        383.549 (meters)     1258.36  (feet) COMP
 DL5029  MODELED GRAVITY -    980,474.7   (mgal)                       NAVD 88
 DL5029
 DL5029  VERT ORDER      -  FIRST     CLASS II
 DL5029
 DL5029.The horizontal coordinates were determined by differentially corrected
 DL5029.hand held GPS observations or other comparable positioning techniques
 DL5029.and have an estimated accuracy of +/- 3 meters.
 DL5029
 DL5029.The orthometric height was determined by differential leveling and
 DL5029.adjusted by the NATIONAL GEODETIC SURVEY
 DL5029.in October 2009.
 DL5029
 DL5029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5029.GEOID18 height accuracy estimate available here.
 DL5029
 DL5029.Click photographs - Photos may exist for this station.
 DL5029
 DL5029.The dynamic height is computed by dividing the NAVD 88
 DL5029.geopotential number by the normal gravity value computed on the
 DL5029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5029.degrees latitude (g = 980.6199 gals.).
 DL5029
 DL5029.The modeled gravity was interpolated from observed gravity values.
 DL5029
 DL5029;                    North         East    Units  Estimated Accuracy
 DL5029;SPC MI C     -   113,929.8   5,937,631.1     MT  (+/- 3 meters HH1 GPS) 
 DL5029
 DL5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4757211218(NAD 83)
 DL5029
 DL5029                          SUPERSEDED SURVEY CONTROL
 DL5029
 DL5029.No superseded survey control is available for this station.
 DL5029
 DL5029_MARKER: DD = SURVEY DISK
 DL5029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5029_STAMPING: 57607 2008
 DL5029_MARK LOGO: MIDT
 DL5029_PROJECTION: FLUSH
 DL5029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5029+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5029
 DL5029  HISTORY     - Date     Condition        Report By
 DL5029  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5029
 DL5029                          STATION DESCRIPTION
 DL5029
 DL5029'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5029'BURKETT ROAD ABOUT 3 MI (4.8 KM) EAST OF LAKE CITY, MICHIGAN, GO EAST
 DL5029'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DL5029'
 DL5029'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5029'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5029'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5029'
 DL5029'THE STATION IS 270 FT (82.3 M) EAST OF DRIVEWAY OPENING '2742 M-55',
 DL5029'29 FT (8.8 M) NORTH OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 55, 9.5
 DL5029'FT (2.9 M) SOUTH OF A FENCE LINE, AND 1 FT (0.3 M) SOUTH OF AN ORANGE
 DL5029'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5030 ***********************************************************************
 DL5030  DESIGNATION -  57608
 DL5030  PID         -  DL5030
 DL5030  STATE/COUNTY-  MI/MISSAUKEE
 DL5030  COUNTRY     -  US
 DL5030  USGS QUAD   -  LAKE CITY (2017)
 DL5030
 DL5030                         *CURRENT SURVEY CONTROL
 DL5030  ______________________________________________________________________
 DL5030* NAD 83(1986) POSITION- 44 20 21.28   (N) 085 11 50.05   (W)   HD_HELD1
 DL5030* NAVD 88 ORTHO HEIGHT -   382.972 (meters)     1256.47  (feet) ADJUSTED
 DL5030  ______________________________________________________________________
 DL5030  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 DL5030  DYNAMIC HEIGHT  -        382.922 (meters)     1256.30  (feet) COMP
 DL5030  MODELED GRAVITY -    980,476.0   (mgal)                       NAVD 88
 DL5030
 DL5030  VERT ORDER      -  FIRST     CLASS II
 DL5030
 DL5030.The horizontal coordinates were determined by differentially corrected
 DL5030.hand held GPS observations or other comparable positioning techniques
 DL5030.and have an estimated accuracy of +/- 3 meters.
 DL5030
 DL5030.The orthometric height was determined by differential leveling and
 DL5030.adjusted by the NATIONAL GEODETIC SURVEY
 DL5030.in October 2009.
 DL5030
 DL5030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5030.GEOID18 height accuracy estimate available here.
 DL5030
 DL5030.Click photographs - Photos may exist for this station.
 DL5030
 DL5030.The dynamic height is computed by dividing the NAVD 88
 DL5030.geopotential number by the normal gravity value computed on the
 DL5030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5030.degrees latitude (g = 980.6199 gals.).
 DL5030
 DL5030.The modeled gravity was interpolated from observed gravity values.
 DL5030
 DL5030;                    North         East    Units  Estimated Accuracy
 DL5030;SPC MI C     -   113,969.5   5,933,767.2     MT  (+/- 3 meters HH1 GPS) 
 DL5030
 DL5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4370911133(NAD 83)
 DL5030
 DL5030                          SUPERSEDED SURVEY CONTROL
 DL5030
 DL5030.No superseded survey control is available for this station.
 DL5030
 DL5030_MARKER: DD = SURVEY DISK
 DL5030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5030_STAMPING: 57608 2008
 DL5030_MARK LOGO: MIDT
 DL5030_PROJECTION: FLUSH
 DL5030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5030+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DL5030
 DL5030  HISTORY     - Date     Condition        Report By
 DL5030  HISTORY     - 20080609 MONUMENTED       COLEM
 DL5030
 DL5030                          STATION DESCRIPTION
 DL5030
 DL5030'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5030'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 55 WITH
 DL5030'STATE HIGHWAY 66 IN LAKE CITY, MICHIGAN, GO EAST ON STATE HIGHWAY 55
 DL5030'FOR 0.5 MI (0.8 KM) TO DECKER ROAD, CONTINUE EAST ON STATE HIGHWAY 55
 DL5030'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DL5030'
 DL5030'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5030'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5030'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5030'
 DL5030'THE STATION IS 0.1 MI (0.2 KM) WEST OF CALL ROAD, 75 FT (22.9 M) EAST
 DL5030'OF A WOOD POST FOR A 'REDUCED SPEED AHEAD' SIGN, 40 FT (12.2 M) NORTH
 DL5030'OF THE CENTERLINE OF STATE HIGHWAY 55, AND 3.3 FT (1.0 M) SOUTH OF AN
 DL5030'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5031 ***********************************************************************
 DL5031  DESIGNATION -  57609
 DL5031  PID         -  DL5031
 DL5031  STATE/COUNTY-  MI/MISSAUKEE
 DL5031  COUNTRY     -  US
 DL5031  USGS QUAD   -  LAKE CITY (2017)
 DL5031
 DL5031                         *CURRENT SURVEY CONTROL
 DL5031  ______________________________________________________________________
 DL5031* NAD 83(1986) POSITION- 44 18 52.42   (N) 085 12 52.67   (W)   HD_HELD1
 DL5031* NAVD 88 ORTHO HEIGHT -   384.223 (meters)     1260.57  (feet) ADJUSTED
 DL5031  ______________________________________________________________________
 DL5031  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 DL5031  DYNAMIC HEIGHT  -        384.172 (meters)     1260.40  (feet) COMP
 DL5031  MODELED GRAVITY -    980,474.1   (mgal)                       NAVD 88
 DL5031
 DL5031  VERT ORDER      -  FIRST     CLASS II
 DL5031
 DL5031.The horizontal coordinates were determined by differentially corrected
 DL5031.hand held GPS observations or other comparable positioning techniques
 DL5031.and have an estimated accuracy of +/- 3 meters.
 DL5031
 DL5031.The orthometric height was determined by differential leveling and
 DL5031.adjusted by the NATIONAL GEODETIC SURVEY
 DL5031.in October 2009.
 DL5031
 DL5031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5031.GEOID18 height accuracy estimate available here.
 DL5031
 DL5031.Click photographs - Photos may exist for this station.
 DL5031
 DL5031.The dynamic height is computed by dividing the NAVD 88
 DL5031.geopotential number by the normal gravity value computed on the
 DL5031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5031.degrees latitude (g = 980.6199 gals.).
 DL5031
 DL5031.The modeled gravity was interpolated from observed gravity values.
 DL5031
 DL5031;                    North         East    Units  Estimated Accuracy
 DL5031;SPC MI C     -   111,241.3   5,932,351.5     MT  (+/- 3 meters HH1 GPS) 
 DL5031
 DL5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4238208361(NAD 83)
 DL5031
 DL5031                          SUPERSEDED SURVEY CONTROL
 DL5031
 DL5031.No superseded survey control is available for this station.
 DL5031
 DL5031_MARKER: DD = SURVEY DISK
 DL5031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5031_STAMPING: 57609 2008
 DL5031_MARK LOGO: MIDT
 DL5031_PROJECTION: FLUSH
 DL5031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5031+STABILITY: SURFACE MOTION
 DL5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5031+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DL5031
 DL5031  HISTORY     - Date     Condition        Report By
 DL5031  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5031  HISTORY     - 20200820 GOOD             MIDT
 DL5031  HISTORY     - 20210608 GOOD             MIDT
 DL5031
 DL5031                          STATION DESCRIPTION
 DL5031
 DL5031'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55/66 (MOREY
 DL5031'ROAD) WITH JENNINGS ROAD ABOUT 1 MI (1.6 KM) SOUTH OF LAKE CITY,
 DL5031'MICHIGAN, GO NORTH ON STATE HIGHWAY 55/66 (MOREY ROAD) FOR 0.25 MI
 DL5031'(0.4 KM) TO COASTER ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY
 DL5031'55/66 (MOREY ROAD) FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL5031'
 DL5031'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5031'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5031'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5031'
 DL5031'THE STATION IS 400 FT (121.9 M) SOUTH OF THE EXTENDED CENTER OF
 DL5031'LAKEVIEW ROAD, 43 FT (13.1 M) EAST OF TELEPHONE PEDESTAL 'L6 20', 20
 DL5031'FT (6.1 M) NORTH OF THE EDGE OF CURB OF A PRIVATE BUSINESS, 16.5 FT
 DL5031'(5.0 M) WEST OF EDGE OF PAVEMENT OF STATE HIGHWAY 55/66 (MOREY ROAD),
 DL5031'AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5031
 DL5031                          STATION RECOVERY (2020)
 DL5031
 DL5031'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL5031'RECOVERED IN GOOD CONDITION.
 DL5031
 DL5031                          STATION RECOVERY (2021)
 DL5031
 DL5031'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5032 ***********************************************************************
 DL5032  DESIGNATION -  57610
 DL5032  PID         -  DL5032
 DL5032  STATE/COUNTY-  MI/MISSAUKEE
 DL5032  COUNTRY     -  US
 DL5032  USGS QUAD   -  LAKE CITY (2017)
 DL5032
 DL5032                         *CURRENT SURVEY CONTROL
 DL5032  ______________________________________________________________________
 DL5032* NAD 83(2011) POSITION- 44 17 32.83768(N) 085 12 54.52226(W)   ADJUSTED
 DL5032* NAD 83(2011) ELLIP HT-   345.389 (meters)        (06/27/12)   ADJUSTED
 DL5032* NAD 83(2011) EPOCH   -  2010.00
 DL5032* NAVD 88 ORTHO HEIGHT -   378.625 (meters)     1242.21  (feet) ADJUSTED
 DL5032  ______________________________________________________________________
 DL5032  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 DL5032  NAD 83(2011) X  -    381,461.748 (meters)                     COMP
 DL5032  NAD 83(2011) Y  - -4,557,152.812 (meters)                     COMP
 DL5032  NAD 83(2011) Z  -  4,431,650.870 (meters)                     COMP
 DL5032  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DL5032  DYNAMIC HEIGHT  -        378.574 (meters)     1242.04  (feet) COMP
 DL5032  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 DL5032
 DL5032  VERT ORDER      -  FIRST     CLASS II
 DL5032
 DL5032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5032  Standards:
 DL5032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5032  -------------------------------------------------------------------
 DL5032  NETWORK    0.28   0.45           0.13   0.09   0.23     -0.09174412
 DL5032  -------------------------------------------------------------------
 DL5032  Click here for local accuracies and other accuracy information.
 DL5032
 DL5032.The horizontal coordinates were established by GPS observations
 DL5032.and adjusted by the National Geodetic Survey in June 2012.
 DL5032
 DL5032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5032.been affixed to the stable North American tectonic plate. See 
 DL5032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5032
 DL5032.The horizontal coordinates are valid at the epoch date displayed above
 DL5032.which is a decimal equivalence of Year/Month/Day.
 DL5032
 DL5032.The orthometric height was determined by differential leveling and
 DL5032.adjusted by the NATIONAL GEODETIC SURVEY
 DL5032.in October 2009.
 DL5032
 DL5032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5032.GEOID18 height accuracy estimate available here.
 DL5032
 DL5032.Click photographs - Photos may exist for this station.
 DL5032
 DL5032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5032
 DL5032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5032
 DL5032.The ellipsoidal height was determined by GPS observations
 DL5032.and is referenced to NAD 83.
 DL5032
 DL5032.The dynamic height is computed by dividing the NAVD 88
 DL5032.geopotential number by the normal gravity value computed on the
 DL5032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5032.degrees latitude (g = 980.6199 gals.).
 DL5032
 DL5032.The modeled gravity was interpolated from observed gravity values.
 DL5032
 DL5032. The following values were computed from the NAD 83(2011) position.
 DL5032
 DL5032;                    North         East     Units Scale Factor Converg.
 DL5032;SPC MI C     -   108,785.507 5,932,284.756   MT  0.99997677   -0 35 57.7
 DL5032;SPC MI C     -   356,907.83 19,462,876.50   iFT  0.99997677   -0 35 57.7
 DL5032;UTM  16      - 4,905,905.070   642,394.982   MT  0.99984937   +1 14 47.8
 DL5032
 DL5032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5032!SPC MI C     -   0.99994585  x   0.99997677  =   0.99992262
 DL5032!UTM  16      -   0.99994585  x   0.99984937  =   0.99979522
 DL5032
 DL5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4239405905(NAD 83)
 DL5032
 DL5032                          SUPERSEDED SURVEY CONTROL
 DL5032
 DL5032  NAD 83(2007)-  44 17 32.83803(N)    085 12 54.52293(W) AD(2002.00) B
 DL5032  ELLIP H (10/23/09)  345.399  (m)                       GP(2002.00) 3 1
 DL5032
 DL5032.Superseded values are not recommended for survey control.
 DL5032
 DL5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5032.See file dsdata.pdf to determine how the superseded data were derived.
 DL5032
 DL5032_MARKER: DD = SURVEY DISK
 DL5032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5032_STAMPING: 57610 2008
 DL5032_MARK LOGO: MIDT
 DL5032_PROJECTION: FLUSH
 DL5032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5032+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5032
 DL5032  HISTORY     - Date     Condition        Report By
 DL5032  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5032
 DL5032                          STATION DESCRIPTION
 DL5032
 DL5032'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55/66 (MOREY
 DL5032'ROAD) WITH KELLY ROAD ABOUT 2.5 MI (4.0 KM) SOUTH OF LAKE CITY,
 DL5032'MICHIGAN, GO SOUTH ON STATE HIGHWAY 55/66 (MOREY ROAD) FOR 0.2 MI (0.3
 DL5032'KM) TO THE STATION ON THE RIGHT.
 DL5032'
 DL5032'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5032'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5032'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5032'
 DL5032'THE STATION IS 0.8 MI (1.3 KM) NORTH OF LOTAN ROAD, 400 FT (121.9 M)
 DL5032'NORTH OF THE CENTER OF DRIVEWAY OPENING '3264 MOREY ROAD', 23 FT (7.0
 DL5032'M) WEST OF EDGE OF PAVEMENT OF STATE HIGHWAY 55/66 (MOREY ROAD), AND 1
 DL5032'FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5033 ***********************************************************************
 DL5033  DESIGNATION -  57611
 DL5033  PID         -  DL5033
 DL5033  STATE/COUNTY-  MI/MISSAUKEE
 DL5033  COUNTRY     -  US
 DL5033  USGS QUAD   -  LAKE CITY (2017)
 DL5033
 DL5033                         *CURRENT SURVEY CONTROL
 DL5033  ______________________________________________________________________
 DL5033* NAD 83(1986) POSITION- 44 15 57.76   (N) 085 12 55.07   (W)   HD_HELD1
 DL5033* NAVD 88 ORTHO HEIGHT -   373.186 (meters)     1224.36  (feet) ADJUSTED
 DL5033  ______________________________________________________________________
 DL5033  GEOID HEIGHT    -        -33.197 (meters)                     GEOID18
 DL5033  DYNAMIC HEIGHT  -        373.135 (meters)     1224.19  (feet) COMP
 DL5033  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 DL5033
 DL5033  VERT ORDER      -  FIRST     CLASS II
 DL5033
 DL5033.The horizontal coordinates were determined by differentially corrected
 DL5033.hand held GPS observations or other comparable positioning techniques
 DL5033.and have an estimated accuracy of +/- 3 meters.
 DL5033
 DL5033.The orthometric height was determined by differential leveling and
 DL5033.adjusted by the NATIONAL GEODETIC SURVEY
 DL5033.in October 2009.
 DL5033
 DL5033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5033.GEOID18 height accuracy estimate available here.
 DL5033
 DL5033.Click photographs - Photos may exist for this station.
 DL5033
 DL5033.The dynamic height is computed by dividing the NAVD 88
 DL5033.geopotential number by the normal gravity value computed on the
 DL5033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5033.degrees latitude (g = 980.6199 gals.).
 DL5033
 DL5033.The modeled gravity was interpolated from observed gravity values.
 DL5033
 DL5033;                    North         East    Units  Estimated Accuracy
 DL5033;SPC MI C     -   105,851.2   5,932,241.9     MT  (+/- 3 meters HH1 GPS) 
 DL5033
 DL5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4244602971(NAD 83)
 DL5033
 DL5033                          SUPERSEDED SURVEY CONTROL
 DL5033
 DL5033.No superseded survey control is available for this station.
 DL5033
 DL5033_MARKER: DD = SURVEY DISK
 DL5033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5033_STAMPING: 57611 2008
 DL5033_MARK LOGO: MIDT
 DL5033_PROJECTION: FLUSH
 DL5033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5033+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5033
 DL5033  HISTORY     - Date     Condition        Report By
 DL5033  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5033
 DL5033                          STATION DESCRIPTION
 DL5033
 DL5033'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5033'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE SOUTH JUNCTION
 DL5033'OF STATE HIGHWAY 55 (BLUE ROAD) WITH STATE HIGHWAY 66/55 (MOREY ROAD)
 DL5033'ABOUT 5 MI (8.0 KM) SOUTH OF LAKE CITY, MICHIGAN.
 DL5033'
 DL5033'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5033'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5033'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5033'
 DL5033'THE STATION IS 125 FT (38.1 M) SOUTH OF THE EDGE OF CURB OF STATE
 DL5033'HIGHWAY 55 (BLUE ROAD), 31 FT (9.4 M) WEST OF THE EDGE OF PAVEMENT OF
 DL5033'STATE HIGHWAY 66 (MOREY ROAD), AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL5033'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5034 ***********************************************************************
 DL5034  DESIGNATION -  57612
 DL5034  PID         -  DL5034
 DL5034  STATE/COUNTY-  MI/MISSAUKEE
 DL5034  COUNTRY     -  US
 DL5034  USGS QUAD   -  JENNINGS (2017)
 DL5034
 DL5034                         *CURRENT SURVEY CONTROL
 DL5034  ______________________________________________________________________
 DL5034* NAD 83(1986) POSITION- 44 15 50.12   (N) 085 15 28.54   (W)   HD_HELD1
 DL5034* NAVD 88 ORTHO HEIGHT -   373.486 (meters)     1225.35  (feet) ADJUSTED
 DL5034  ______________________________________________________________________
 DL5034  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 DL5034  DYNAMIC HEIGHT  -        373.435 (meters)     1225.18  (feet) COMP
 DL5034  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 DL5034
 DL5034  VERT ORDER      -  FIRST     CLASS II
 DL5034
 DL5034.The horizontal coordinates were determined by differentially corrected
 DL5034.hand held GPS observations or other comparable positioning techniques
 DL5034.and have an estimated accuracy of +/- 3 meters.
 DL5034
 DL5034.The orthometric height was determined by differential leveling and
 DL5034.adjusted by the NATIONAL GEODETIC SURVEY
 DL5034.in October 2009.
 DL5034
 DL5034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5034.GEOID18 height accuracy estimate available here.
 DL5034
 DL5034.Click photographs - Photos may exist for this station.
 DL5034
 DL5034.The dynamic height is computed by dividing the NAVD 88
 DL5034.geopotential number by the normal gravity value computed on the
 DL5034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5034.degrees latitude (g = 980.6199 gals.).
 DL5034
 DL5034.The modeled gravity was interpolated from observed gravity values.
 DL5034
 DL5034;                    North         East    Units  Estimated Accuracy
 DL5034;SPC MI C     -   105,651.9   5,928,835.7     MT  (+/- 3 meters HH1 GPS) 
 DL5034
 DL5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3904902662(NAD 83)
 DL5034
 DL5034                          SUPERSEDED SURVEY CONTROL
 DL5034
 DL5034.No superseded survey control is available for this station.
 DL5034
 DL5034_MARKER: DD = SURVEY DISK
 DL5034_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5034_SP_SET: BRIDGE WING WALL
 DL5034_STAMPING: 57612 2008
 DL5034_MARK LOGO: MIDT
 DL5034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5034+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL5034
 DL5034  HISTORY     - Date     Condition        Report By
 DL5034  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5034
 DL5034                          STATION DESCRIPTION
 DL5034
 DL5034'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 (BLUE ROAD)
 DL5034'WITH STATE HIGHWAY 66/55 (MOREY ROAD) ABOUT 9 MI (14.5 KM) EAST OF
 DL5034'CADILLAC, MICHIGAN, GO WEST ON STATE HIGHWAY 55 (BLUE ROAD) FOR 2.0 MI
 DL5034'(3.2 KM) TO DICKERSON ROAD, CONTINUE WEST ON STATE HIGHWAY 55 (BLUE
 DL5034'ROAD) FOR 0.1 MI (0.2 KM) TO BRIDGE 'B01 OF 57023' OVER THE CLAM RIVER
 DL5034'AND THE STATION ON THE RIGHT.
 DL5034'
 DL5034'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5034'MODERNIZATION MARK DISK SET IN THE SOUTHEAST END OF THE NORTHWEST WING
 DL5034'WALL OF THE BRIDGE.
 DL5034'
 DL5034'THE STATION IS 5.5 FT (1.7 M) NORTH OF THE EDGE OF CURB OF STATE
 DL5034'HIGHWAY 55 (BLUE ROAD) AND 4.5 FT (1.4 M) NORTH OF A METAL GUARDRAIL.
 DL5034'
 DL5034'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5035 ***********************************************************************
 DL5035  DESIGNATION -  57613
 DL5035  PID         -  DL5035
 DL5035  STATE/COUNTY-  MI/MISSAUKEE
 DL5035  COUNTRY     -  US
 DL5035  USGS QUAD   -  JENNINGS (2017)
 DL5035
 DL5035                         *CURRENT SURVEY CONTROL
 DL5035  ______________________________________________________________________
 DL5035* NAD 83(2011) POSITION- 44 15 40.53298(N) 085 16 45.52247(W)   ADJUSTED
 DL5035* NAD 83(2011) ELLIP HT-   351.501 (meters)        (06/27/12)   ADJUSTED
 DL5035* NAD 83(2011) EPOCH   -  2010.00
 DL5035* NAVD 88 ORTHO HEIGHT -   384.677 (meters)     1262.06  (feet) ADJUSTED
 DL5035  ______________________________________________________________________
 DL5035  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 DL5035  NAD 83(2011) X  -    376,557.392 (meters)                     COMP
 DL5035  NAD 83(2011) Y  - -4,559,993.429 (meters)                     COMP
 DL5035  NAD 83(2011) Z  -  4,429,173.147 (meters)                     COMP
 DL5035  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 DL5035  DYNAMIC HEIGHT  -        384.625 (meters)     1261.89  (feet) COMP
 DL5035  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DL5035
 DL5035  VERT ORDER      -  FIRST     CLASS II
 DL5035
 DL5035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5035  Standards:
 DL5035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5035  -------------------------------------------------------------------
 DL5035  NETWORK    0.24   0.43           0.11   0.08   0.22     -0.01257747
 DL5035  -------------------------------------------------------------------
 DL5035  Click here for local accuracies and other accuracy information.
 DL5035
 DL5035.The horizontal coordinates were established by GPS observations
 DL5035.and adjusted by the National Geodetic Survey in June 2012.
 DL5035
 DL5035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5035.been affixed to the stable North American tectonic plate. See 
 DL5035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5035
 DL5035.The horizontal coordinates are valid at the epoch date displayed above
 DL5035.which is a decimal equivalence of Year/Month/Day.
 DL5035
 DL5035.The orthometric height was determined by differential leveling and
 DL5035.adjusted by the NATIONAL GEODETIC SURVEY
 DL5035.in October 2009.
 DL5035
 DL5035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5035.GEOID18 height accuracy estimate available here.
 DL5035
 DL5035.Click photographs - Photos may exist for this station.
 DL5035
 DL5035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5035
 DL5035.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5035
 DL5035.The ellipsoidal height was determined by GPS observations
 DL5035.and is referenced to NAD 83.
 DL5035
 DL5035.The dynamic height is computed by dividing the NAVD 88
 DL5035.geopotential number by the normal gravity value computed on the
 DL5035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5035.degrees latitude (g = 980.6199 gals.).
 DL5035
 DL5035.The modeled gravity was interpolated from observed gravity values.
 DL5035
 DL5035. The following values were computed from the NAD 83(2011) position.
 DL5035
 DL5035;                    North         East     Units Scale Factor Converg.
 DL5035;SPC MI C     -   105,374.994 5,927,124.953   MT  0.99998305   -0 38 40.9
 DL5035;SPC MI C     -   345,718.48 19,445,948.01   iFT  0.99998305   -0 38 40.9
 DL5035;UTM  16      - 4,902,330.621   637,348.416   MT  0.99983201   +1 12 04.0
 DL5035
 DL5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5035!SPC MI C     -   0.99994489  x   0.99998305  =   0.99992794
 DL5035!UTM  16      -   0.99994489  x   0.99983201  =   0.99977691
 DL5035
 DL5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3734802330(NAD 83)
 DL5035
 DL5035                          SUPERSEDED SURVEY CONTROL
 DL5035
 DL5035  NAD 83(2007)-  44 15 40.53336(N)    085 16 45.52300(W) AD(2002.00) B
 DL5035  ELLIP H (10/19/09)  351.508  (m)                       GP(2002.00) 1 1
 DL5035
 DL5035.Superseded values are not recommended for survey control.
 DL5035
 DL5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5035.See file dsdata.pdf to determine how the superseded data were derived.
 DL5035
 DL5035_MARKER: DD = SURVEY DISK
 DL5035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5035_STAMPING: 57613 2008
 DL5035_MARK LOGO: MIDT
 DL5035_PROJECTION: FLUSH
 DL5035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5035+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5035
 DL5035  HISTORY     - Date     Condition        Report By
 DL5035  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5035
 DL5035                          STATION DESCRIPTION
 DL5035
 DL5035'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 (WATERGATE
 DL5035'ROAD) WITH BLODGETT ROAD ABOUT 6 MI (9.7 KM) EAST OF CADILLAC,
 DL5035'MICHIGAN, GO WEST ON STATE HIGHWAY 55 (WATERGATE ROAD) FOR 0.2 MI (0.3
 DL5035'KM) TO THE STATION ON THE LEFT.
 DL5035'
 DL5035'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5035'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5035'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5035'
 DL5035'THE STATION IS 220 FT (67.1 M) EAST OF EXTENDED DRIVEWAY OPENING '9150
 DL5035'M-55', 47 FT (14.3 M) SOUTH OF THE EDGE OF PAVEMENT OF STATE HIGHWAY
 DL5035'55 (WATERGATE ROAD), AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL5035'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5036 ***********************************************************************
 DL5036  DESIGNATION -  57614
 DL5036  PID         -  DL5036
 DL5036  STATE/COUNTY-  MI/MISSAUKEE
 DL5036  COUNTRY     -  US
 DL5036  USGS QUAD   -  JENNINGS (2017)
 DL5036
 DL5036                         *CURRENT SURVEY CONTROL
 DL5036  ______________________________________________________________________
 DL5036* NAD 83(1986) POSITION- 44 15 35.25   (N) 085 18 12.75   (W)   HD_HELD1
 DL5036* NAVD 88 ORTHO HEIGHT -   397.790 (meters)     1305.08  (feet) ADJUSTED
 DL5036  ______________________________________________________________________
 DL5036  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 DL5036  DYNAMIC HEIGHT  -        397.735 (meters)     1304.90  (feet) COMP
 DL5036  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 DL5036
 DL5036  VERT ORDER      -  FIRST     CLASS II
 DL5036
 DL5036.The horizontal coordinates were determined by differentially corrected
 DL5036.hand held GPS observations or other comparable positioning techniques
 DL5036.and have an estimated accuracy of +/- 3 meters.
 DL5036
 DL5036.The orthometric height was determined by differential leveling and
 DL5036.adjusted by the NATIONAL GEODETIC SURVEY
 DL5036.in October 2009.
 DL5036
 DL5036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5036.GEOID18 height accuracy estimate available here.
 DL5036
 DL5036.Click photographs - Photos may exist for this station.
 DL5036
 DL5036.The dynamic height is computed by dividing the NAVD 88
 DL5036.geopotential number by the normal gravity value computed on the
 DL5036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5036.degrees latitude (g = 980.6199 gals.).
 DL5036
 DL5036.The modeled gravity was interpolated from observed gravity values.
 DL5036
 DL5036;                    North         East    Units  Estimated Accuracy
 DL5036;SPC MI C     -   105,234.0   5,925,188.4     MT  (+/- 3 meters HH1 GPS) 
 DL5036
 DL5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3541702127(NAD 83)
 DL5036
 DL5036                          SUPERSEDED SURVEY CONTROL
 DL5036
 DL5036.No superseded survey control is available for this station.
 DL5036
 DL5036_MARKER: DD = SURVEY DISK
 DL5036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5036_STAMPING: 57614 2008
 DL5036_MARK LOGO: MIDT
 DL5036_PROJECTION: FLUSH
 DL5036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5036+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5036
 DL5036  HISTORY     - Date     Condition        Report By
 DL5036  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5036
 DL5036                          STATION DESCRIPTION
 DL5036
 DL5036'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 (WATERGATE
 DL5036'ROAD) WITH LA CHANCE ROAD ABOUT 5 MI (8.0 KM) EAST OF CADILLAC,
 DL5036'MICHIGAN, GO WEST ON STATE HIGHWAY 55 (WATERGATE ROAD) FOR 0.4 MI (0.6
 DL5036'KM) TO THE STATION ON THE RIGHT.
 DL5036'
 DL5036'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5036'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5036'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5036'
 DL5036'THE STATION IS 180 FT (54.9 M) EAST OF THE EXTENDED CENTER OF DRIVEWAY
 DL5036'OPENING '10435 M-55', 50 FT (15.2 M) NORTH OF EDGE OF PAVEMENT OF
 DL5036'STATE HIGHWAY 55 (WATERGATE ROAD), 29 FT (8.8 M) WEST OF CENTER OF A
 DL5036'FIELD ENTRANCE, AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE
 DL5036'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5123 ***********************************************************************
 DL5123  DESIGNATION -  57615
 DL5123  PID         -  DL5123
 DL5123  STATE/COUNTY-  MI/MISSAUKEE
 DL5123  COUNTRY     -  US
 DL5123  USGS QUAD   -  LAKE CITY (2017)
 DL5123
 DL5123                         *CURRENT SURVEY CONTROL
 DL5123  ______________________________________________________________________
 DL5123* NAD 83(1986) POSITION- 44 20 00.65   (N) 085 12 56.98   (W)   HD_HELD1
 DL5123* NAVD 88 ORTHO HEIGHT -   378.449 (meters)     1241.63  (feet) ADJUSTED
 DL5123  ______________________________________________________________________
 DL5123  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 DL5123  DYNAMIC HEIGHT  -        378.399 (meters)     1241.46  (feet) COMP
 DL5123  MODELED GRAVITY -    980,475.9   (mgal)                       NAVD 88
 DL5123
 DL5123  VERT ORDER      -  FIRST     CLASS II
 DL5123
 DL5123.The horizontal coordinates were determined by differentially corrected
 DL5123.hand held GPS observations or other comparable positioning techniques
 DL5123.and have an estimated accuracy of +/- 3 meters.
 DL5123
 DL5123.The orthometric height was determined by differential leveling and
 DL5123.adjusted by the NATIONAL GEODETIC SURVEY
 DL5123.in October 2009.
 DL5123
 DL5123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5123.GEOID18 height accuracy estimate available here.
 DL5123
 DL5123.Click photographs - Photos may exist for this station.
 DL5123
 DL5123.The dynamic height is computed by dividing the NAVD 88
 DL5123.geopotential number by the normal gravity value computed on the
 DL5123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5123.degrees latitude (g = 980.6199 gals.).
 DL5123
 DL5123.The modeled gravity was interpolated from observed gravity values.
 DL5123
 DL5123;                    North         East    Units  Estimated Accuracy
 DL5123;SPC MI C     -   113,348.1   5,932,278.0     MT  (+/- 3 meters HH1 GPS) 
 DL5123
 DL5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4224110464(NAD 83)
 DL5123
 DL5123                          SUPERSEDED SURVEY CONTROL
 DL5123
 DL5123.No superseded survey control is available for this station.
 DL5123
 DL5123_MARKER: DD = SURVEY DISK
 DL5123_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5123_SP_SET: BUILDING FOOTING
 DL5123_STAMPING: 57615 2009
 DL5123_MARK LOGO: MIDT
 DL5123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5123+STABILITY: SURFACE MOTION
 DL5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5123+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5123
 DL5123  HISTORY     - Date     Condition        Report By
 DL5123  HISTORY     - 20090428 MONUMENTED       MIDT
 DL5123
 DL5123                          STATION DESCRIPTION
 DL5123
 DL5123'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DL5123'TO REACH THE STATION FROM THE JUNCTION OF M-55/M-66 WITH MITCHELL
 DL5123'STREET IN LAKE CITY, MI, GO SOUTH ON M-55/M-66 FOR 0.1 MI (0.2 KM) TO
 DL5123'THE FOOD FACTORY AND PUBLIC AND THE STATION ON THE RIGHT.  THE STATION
 DL5123'IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET IN A
 DL5123'BUILDING FOOTING.
 DL5123'
 DL5123'THE STATION IS LOCATED 78.0 FT (23.8 M) SOUTHWEST OF THE SOUTH FACE OF
 DL5123'A POWER POLE, 21.2 FT (6.5 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DL5123'DOCK, 20.6 FT (6.3 M) NORTHWEST OF THE FACE OF A 8-IN (20 CM) MAPLE
 DL5123'TREE, AND 10.1 FT (3.1 M) WEST OF THE NORTHWEST CORNER OF 5 X 5 FT
 DL5123'(1.5 M) BRICK BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0350 ***********************************************************************
 OK0350  DESIGNATION -  58 1/2
 OK0350  PID         -  OK0350
 OK0350  STATE/COUNTY-  MI/KENT
 OK0350  COUNTRY     -  US
 OK0350  USGS QUAD   -  CEDAR SPRINGS (2017)
 OK0350
 OK0350                         *CURRENT SURVEY CONTROL
 OK0350  ______________________________________________________________________
 OK0350* NAD 83(1986) POSITION- 43 12 44.     (N) 085 35 29.     (W)   SCALED
 OK0350* NAVD 88 ORTHO HEIGHT -   256.863 (meters)      842.72  (feet) ADJUSTED
 OK0350  ______________________________________________________________________
 OK0350  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 OK0350  DYNAMIC HEIGHT  -        256.804 (meters)      842.53  (feet) COMP
 OK0350  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 OK0350
 OK0350  VERT ORDER      -  SECOND    CLASS 0
 OK0350
 OK0350.The horizontal coordinates were scaled from a map and have
 OK0350.an estimated accuracy of +/- 6 seconds.
 OK0350
 OK0350.The orthometric height was determined by differential leveling and
 OK0350.adjusted by the NATIONAL GEODETIC SURVEY
 OK0350.in June 1991.
 OK0350
 OK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0350.GEOID18 height accuracy estimate available here.
 OK0350
 OK0350.Click photographs - Photos may exist for this station.
 OK0350
 OK0350.The dynamic height is computed by dividing the NAVD 88
 OK0350.geopotential number by the normal gravity value computed on the
 OK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0350.degrees latitude (g = 980.6199 gals.).
 OK0350
 OK0350.The modeled gravity was interpolated from observed gravity values.
 OK0350
 OK0350;                    North         East    Units  Estimated Accuracy
 OK0350;SPC MI S     -   190,920.    3,900,490.      MT  (+/- 180 meters Scaled)
 OK0350
 OK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN144853(NAD 83)
 OK0350
 OK0350                          SUPERSEDED SURVEY CONTROL
 OK0350
 OK0350  NGVD 29 (??/??/92)  256.990  (m)          843.14   (f) ADJ UNCH    2 0
 OK0350
 OK0350.Superseded values are not recommended for survey control.
 OK0350
 OK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0350.See file dsdata.pdf to determine how the superseded data were derived.
 OK0350
 OK0350_MARKER: Z = SEE DESCRIPTION
 OK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0350_STAMPING: 58 1/2
 OK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0350+STABILITY: SURFACE MOTION
 OK0350
 OK0350  HISTORY     - Date     Condition        Report By
 OK0350  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0350  HISTORY     - 1934     GOOD             CGS
 OK0350  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0350
 OK0350                          STATION DESCRIPTION
 OK0350
 OK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0350'2 MI W FROM CEDAR SPRINGS.
 OK0350'2.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0350'STATION AT CEDAR SPRINGS, KENT COUNTY, 100 YARDS WEST OF A FENCE
 OK0350'CORNER, 27 FEET NORTH OF THE NORTH RAIL, AT THE FENCE LINE,
 OK0350'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRASS PLUG,
 OK0350'STAMPED 58 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0350'NOTE-- TRACKS NOW GONE.
 OK0350
 OK0350                          STATION RECOVERY (1965)
 OK0350
 OK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0055 ***********************************************************************
 RJ0055  DESIGNATION -  583.2
 RJ0055  PID         -  RJ0055
 RJ0055  STATE/COUNTY-  MI/CHIPPEWA
 RJ0055  COUNTRY     -  US
 RJ0055  USGS QUAD   -  GOETZVILLE (2017)
 RJ0055
 RJ0055                         *CURRENT SURVEY CONTROL
 RJ0055  ______________________________________________________________________
 RJ0055* NAD 83(1986) POSITION- 46 05 24.     (N) 084 04 14.     (W)   SCALED
 RJ0055* NAVD 88 ORTHO HEIGHT -   177.805 (meters)      583.35  (feet) ADJUSTED
 RJ0055  ______________________________________________________________________
 RJ0055  GEOID HEIGHT    -        -36.559 (meters)                     GEOID18
 RJ0055  VERT ORDER      -  SECOND    CLASS 0
 RJ0055
 RJ0055.The horizontal coordinates were scaled from a map and have
 RJ0055.an estimated accuracy of +/- 6 seconds.
 RJ0055
 RJ0055.The orthometric height was determined by differential leveling and
 RJ0055.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0055.in June 1991.
 RJ0055
 RJ0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0055.GEOID18 height accuracy estimate available here.
 RJ0055
 RJ0055.Click photographs - Photos may exist for this station.
 RJ0055
 RJ0055;                    North         East    Units  Estimated Accuracy
 RJ0055;SPC MI N     -   149,410.    8,226,480.      MT  (+/- 180 meters Scaled)
 RJ0055
 RJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS264082(NAD 83)
 RJ0055
 RJ0055                          SUPERSEDED SURVEY CONTROL
 RJ0055
 RJ0055  NGVD 29 (??/??/92)  177.771  (m)          583.24   (f) ADJ UNCH    2 0
 RJ0055
 RJ0055.Superseded values are not recommended for survey control.
 RJ0055
 RJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0055.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0055
 RJ0055_MARKER: DB = BENCH MARK DISK
 RJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0055_MARK LOGO: MI-033
 RJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0055+STABILITY: SURFACE MOTION
 RJ0055
 RJ0055  HISTORY     - Date     Condition        Report By
 RJ0055  HISTORY     - UNK      MONUMENTED       MI-033
 RJ0055  HISTORY     - 1935     GOOD             CGS
 RJ0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0055
 RJ0055                          STATION DESCRIPTION
 RJ0055
 RJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0055'AT RABER.
 RJ0055'AT RABER, CHIPPEWA COUNTY, 100 YARDS SOUTHWEST OF THE SHORELINE
 RJ0055'OF RABER BAY, 40 YARDS NORTH OF THE NORTHEAST CORNER OF THE 1934
 RJ0055'SITE OF THE GENERAL STORE AND POST OFFICE, 27 FEET NORTH OF A
 RJ0055'FOUR-CAR GARAGE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 RJ0055'2 YARDS EAST OF A FENCE.  A CHIPPEWA COUNTY STANDARD DISK,
 RJ0055'SET IN THE TOP OF A CONCRETE POST.
 RJ0055
 RJ0055                          STATION RECOVERY (1983)
 RJ0055
 RJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0055'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4067 ***********************************************************************
 DL4067  DESIGNATION -  58600
 DL4067  PID         -  DL4067
 DL4067  STATE/COUNTY-  MI/MONROE
 DL4067  COUNTRY     -  US
 DL4067  USGS QUAD   -  DEERFIELD (2017)
 DL4067
 DL4067                         *CURRENT SURVEY CONTROL
 DL4067  ______________________________________________________________________
 DL4067* NAD 83(2011) POSITION- 41 58 30.17465(N) 083 45 02.88367(W)   ADJUSTED
 DL4067* NAD 83(2011) ELLIP HT-   170.355 (meters)        (06/27/12)   ADJUSTED
 DL4067* NAD 83(2011) EPOCH   -  2010.00
 DL4067* NAVD 88 ORTHO HEIGHT -   205.360 (meters)      673.75  (feet) ADJUSTED
 DL4067  ______________________________________________________________________
 DL4067  GEOID HEIGHT    -        -35.004 (meters)                     GEOID18
 DL4067  NAD 83(2011) X  -    516,940.572 (meters)                     COMP
 DL4067  NAD 83(2011) Y  - -4,720,760.520 (meters)                     COMP
 DL4067  NAD 83(2011) Z  -  4,243,657.787 (meters)                     COMP
 DL4067  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DL4067  DYNAMIC HEIGHT  -        205.285 (meters)      673.51  (feet) COMP
 DL4067  MODELED GRAVITY -    980,252.7   (mgal)                       NAVD 88
 DL4067
 DL4067  VERT ORDER      -  FIRST     CLASS II
 DL4067
 DL4067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4067  Standards:
 DL4067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4067  -------------------------------------------------------------------
 DL4067  NETWORK    0.26   0.37           0.12   0.09   0.19     -0.10091261
 DL4067  -------------------------------------------------------------------
 DL4067  Click here for local accuracies and other accuracy information.
 DL4067
 DL4067.The horizontal coordinates were established by GPS observations
 DL4067.and adjusted by the National Geodetic Survey in June 2012.
 DL4067
 DL4067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4067.been affixed to the stable North American tectonic plate. See 
 DL4067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4067
 DL4067.The horizontal coordinates are valid at the epoch date displayed above
 DL4067.which is a decimal equivalence of Year/Month/Day.
 DL4067
 DL4067.The orthometric height was determined by differential leveling and
 DL4067.adjusted by the NATIONAL GEODETIC SURVEY
 DL4067.in September 2009.
 DL4067
 DL4067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4067.GEOID18 height accuracy estimate available here.
 DL4067
 DL4067.Click photographs - Photos may exist for this station.
 DL4067
 DL4067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4067
 DL4067.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4067
 DL4067.The ellipsoidal height was determined by GPS observations
 DL4067.and is referenced to NAD 83.
 DL4067
 DL4067.The dynamic height is computed by dividing the NAVD 88
 DL4067.geopotential number by the normal gravity value computed on the
 DL4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4067.degrees latitude (g = 980.6199 gals.).
 DL4067
 DL4067.The modeled gravity was interpolated from observed gravity values.
 DL4067
 DL4067. The following values were computed from the NAD 83(2011) position.
 DL4067
 DL4067;                    North         East     Units Scale Factor Converg.
 DL4067;SPC MI S     -    52,955.192 4,051,046.041   MT  1.00003192   +0 25 08.8
 DL4067;SPC MI S     -   173,737.51 13,290,833.47   iFT  1.00003192   +0 25 08.8
 DL4067;UTM  17      - 4,650,666.507   272,086.847   MT  1.00023922   -1 50 26.0
 DL4067
 DL4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4067!SPC MI S     -   0.99997328  x   1.00003192  =   1.00000520
 DL4067!UTM  17      -   0.99997328  x   1.00023922  =   1.00021250
 DL4067
 DL4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7208650666(NAD 83)
 DL4067
 DL4067                          SUPERSEDED SURVEY CONTROL
 DL4067
 DL4067  NAD 83(2007)-  41 58 30.17482(N)    083 45 02.88436(W) AD(2002.00) B
 DL4067  ELLIP H (10/23/09)  170.372  (m)                       GP(2002.00) 3 1
 DL4067
 DL4067.Superseded values are not recommended for survey control.
 DL4067
 DL4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4067.See file dsdata.pdf to determine how the superseded data were derived.
 DL4067
 DL4067_MARKER: DD = SURVEY DISK
 DL4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4067_STAMPING: 58600 2008
 DL4067_MARK LOGO: MIDT
 DL4067_PROJECTION: FLUSH
 DL4067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4067+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2020
 DL4067
 DL4067  HISTORY     - Date     Condition        Report By
 DL4067  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4067  HISTORY     - 20200618 GOOD             MIDT
 DL4067
 DL4067                          STATION DESCRIPTION
 DL4067
 DL4067'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4067'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF
 DL4067'MILAN, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF DEERFIELD AND 4.9 MI (7.9
 DL4067'KM) WEST-NORTHWEST OF DUNDEE.
 DL4067'
 DL4067'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4067'HIGHWAY 50 (TECUMSEH ROAD) (EXIT 17), LOCATED IN DUNDEE, MI, GO
 DL4067'WEST-NORTHWEST ON STATE HIGHWAY 50 (TECUMSEH ROAD) FOR 4.2 MI (6.8 KM)
 DL4067'TO FAR ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON FAR ROAD FOR 0.15
 DL4067'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4067'
 DL4067'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4067'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4067'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4067'
 DL4067'THE STATION IS 0.25 MI (0.4 KM) SOUTH OF DRIVEWAY OPENING --5355--,
 DL4067'240 FT (73.2 M) NORTH OF DRIVEWAY OPENING --5472--, 12.5 FT (3.8 M)
 DL4067'EAST OF CENTER OF FAR ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL4067'CARSONITE WITNESS POST.
 DL4067
 DL4067                          STATION RECOVERY (2020)
 DL4067
 DL4067'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4068 ***********************************************************************
 DL4068  DESIGNATION -  58601
 DL4068  PID         -  DL4068
 DL4068  STATE/COUNTY-  MI/MONROE
 DL4068  COUNTRY     -  US
 DL4068  USGS QUAD   -  DUNDEE (2017)
 DL4068
 DL4068                         *CURRENT SURVEY CONTROL
 DL4068  ______________________________________________________________________
 DL4068* NAD 83(1986) POSITION- 41 58 07.23   (N) 083 43 17.70   (W)   HD_HELD1
 DL4068* NAVD 88 ORTHO HEIGHT -   204.272 (meters)      670.18  (feet) ADJUSTED
 DL4068  ______________________________________________________________________
 DL4068  GEOID HEIGHT    -        -35.021 (meters)                     GEOID18
 DL4068  DYNAMIC HEIGHT  -        204.198 (meters)      669.94  (feet) COMP
 DL4068  MODELED GRAVITY -    980,254.1   (mgal)                       NAVD 88
 DL4068
 DL4068  VERT ORDER      -  FIRST     CLASS II
 DL4068
 DL4068.The horizontal coordinates were determined by differentially corrected
 DL4068.hand held GPS observations or other comparable positioning techniques
 DL4068.and have an estimated accuracy of +/- 3 meters.
 DL4068
 DL4068.The orthometric height was determined by differential leveling and
 DL4068.adjusted by the NATIONAL GEODETIC SURVEY
 DL4068.in September 2009.
 DL4068
 DL4068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4068.GEOID18 height accuracy estimate available here.
 DL4068
 DL4068.Click photographs - Photos may exist for this station.
 DL4068
 DL4068.The dynamic height is computed by dividing the NAVD 88
 DL4068.geopotential number by the normal gravity value computed on the
 DL4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4068.degrees latitude (g = 980.6199 gals.).
 DL4068
 DL4068.The modeled gravity was interpolated from observed gravity values.
 DL4068
 DL4068;                    North         East    Units  Estimated Accuracy
 DL4068;SPC MI S     -    52,265.4   4,053,473.1     MT  (+/- 3 meters HH1 GPS) 
 DL4068
 DL4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7448549881(NAD 83)
 DL4068
 DL4068                          SUPERSEDED SURVEY CONTROL
 DL4068
 DL4068.No superseded survey control is available for this station.
 DL4068
 DL4068_MARKER: DD = SURVEY DISK
 DL4068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4068_STAMPING: 58601 2008
 DL4068_MARK LOGO: MIDT
 DL4068_PROJECTION: FLUSH
 DL4068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4068+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4068
 DL4068  HISTORY     - Date     Condition        Report By
 DL4068  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4068
 DL4068                          STATION DESCRIPTION
 DL4068
 DL4068'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4068'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF
 DL4068'MILAN, 6.2 MI (10.0 KM) NORTH-NORTHEAST OF DEERFIELD AND 3.3 MI (5.3
 DL4068'KM) WEST-NORTHWEST OF DUNDEE.
 DL4068'
 DL4068'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4068'HIGHWAY 50 (TECUMSEH ROAD) (EXIT 17), LOCATED IN DUNDEE, MI, GO
 DL4068'WEST-NORTHWEST ON STATE HIGHWAY 50 FOR 2.6 MI (4.2 KM) TO REA ROAD,
 DL4068'TURN RIGHT AND GO NORTH ON REA ROAD FOR 0.05 MI (0.1 KM) TO THE
 DL4068'STATION ON THE RIGHT.
 DL4068'
 DL4068'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4068'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4068'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4068'
 DL4068'THE STATION IS 15 FT (4.6 M) EAST OF CENTER OF REA ROAD, AND 3.3 FT
 DL4068'(1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4069 ***********************************************************************
 DL4069  DESIGNATION -  58602
 DL4069  PID         -  DL4069
 DL4069  STATE/COUNTY-  MI/MONROE
 DL4069  COUNTRY     -  US
 DL4069  USGS QUAD   -  DUNDEE (2017)
 DL4069
 DL4069                         *CURRENT SURVEY CONTROL
 DL4069  ______________________________________________________________________
 DL4069* NAD 83(1986) POSITION- 41 57 53.05   (N) 083 41 54.12   (W)   HD_HELD1
 DL4069* NAVD 88 ORTHO HEIGHT -   203.318 (meters)      667.05  (feet) ADJUSTED
 DL4069  ______________________________________________________________________
 DL4069  GEOID HEIGHT    -        -35.032 (meters)                     GEOID18
 DL4069  DYNAMIC HEIGHT  -        203.244 (meters)      666.81  (feet) COMP
 DL4069  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 DL4069
 DL4069  VERT ORDER      -  FIRST     CLASS II
 DL4069
 DL4069.The horizontal coordinates were determined by differentially corrected
 DL4069.hand held GPS observations or other comparable positioning techniques
 DL4069.and have an estimated accuracy of +/- 3 meters.
 DL4069
 DL4069.The orthometric height was determined by differential leveling and
 DL4069.adjusted by the NATIONAL GEODETIC SURVEY
 DL4069.in September 2009.
 DL4069
 DL4069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4069.GEOID18 height accuracy estimate available here.
 DL4069
 DL4069.Click photographs - Photos may exist for this station.
 DL4069
 DL4069.The dynamic height is computed by dividing the NAVD 88
 DL4069.geopotential number by the normal gravity value computed on the
 DL4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4069.degrees latitude (g = 980.6199 gals.).
 DL4069
 DL4069.The modeled gravity was interpolated from observed gravity values.
 DL4069
 DL4069;                    North         East    Units  Estimated Accuracy
 DL4069;SPC MI S     -    51,842.9   4,055,401.1     MT  (+/- 3 meters HH1 GPS) 
 DL4069
 DL4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7639549383(NAD 83)
 DL4069
 DL4069                          SUPERSEDED SURVEY CONTROL
 DL4069
 DL4069.No superseded survey control is available for this station.
 DL4069
 DL4069_MARKER: DD = SURVEY DISK
 DL4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4069_STAMPING: 58602 2008
 DL4069_MARK LOGO: MIDT
 DL4069_PROJECTION: FLUSH
 DL4069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4069+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4069
 DL4069  HISTORY     - Date     Condition        Report By
 DL4069  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4069
 DL4069                          STATION DESCRIPTION
 DL4069
 DL4069'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4069'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF IDA,
 DL4069'6.7 MI (10.8 KM) NORTHEAST OF DEERFIELD AND 2.1 MI (3.4 KM)
 DL4069'WEST-NORTHWEST OF DUNDEE.
 DL4069'
 DL4069'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4069'HIGHWAY 50 (TECUMSEH ROAD) (EXIT 17), LOCATED IN DUNDEE, MI, GO
 DL4069'WEST-NORTHWEST ON STATE HIGHWAY 50 FOR 1.4 MI (2.3 KM) TO MONK ROAD ON
 DL4069'THE RIGHT, TURN RIGHT AND GO NORTH ON MONK ROAD FOR 250 FT (76.2 M) TO
 DL4069'THE STATION ON THE RIGHT.
 DL4069'
 DL4069'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4069'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4069'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4069'
 DL4069'THE STATION IS 0.2 MI (0.3 KM) SOUTH OF DRIVEWAY OPENING --5009--, 22
 DL4069'FT (6.7 M) WEST OF CENTER OF MONK ROAD, AND 3.3 FT (1.0 M) EAST OF AN
 DL4069'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4070 ***********************************************************************
 DL4070  DESIGNATION -  58603
 DL4070  PID         -  DL4070
 DL4070  STATE/COUNTY-  MI/MONROE
 DL4070  COUNTRY     -  US
 DL4070  USGS QUAD   -  DUNDEE (2017)
 DL4070
 DL4070                         *CURRENT SURVEY CONTROL
 DL4070  ______________________________________________________________________
 DL4070* NAD 83(1986) POSITION- 41 57 32.65   (N) 083 40 20.08   (W)   HD_HELD1
 DL4070* NAVD 88 ORTHO HEIGHT -   210.471 (meters)      690.52  (feet) ADJUSTED
 DL4070  ______________________________________________________________________
 DL4070  GEOID HEIGHT    -        -35.049 (meters)                     GEOID18
 DL4070  DYNAMIC HEIGHT  -        210.395 (meters)      690.27  (feet) COMP
 DL4070  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 DL4070
 DL4070  VERT ORDER      -  FIRST     CLASS II
 DL4070
 DL4070.The horizontal coordinates were determined by differentially corrected
 DL4070.hand held GPS observations or other comparable positioning techniques
 DL4070.and have an estimated accuracy of +/- 3 meters.
 DL4070
 DL4070.The orthometric height was determined by differential leveling and
 DL4070.adjusted by the NATIONAL GEODETIC SURVEY
 DL4070.in September 2009.
 DL4070
 DL4070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4070.GEOID18 height accuracy estimate available here.
 DL4070
 DL4070.Click photographs - Photos may exist for this station.
 DL4070
 DL4070.The dynamic height is computed by dividing the NAVD 88
 DL4070.geopotential number by the normal gravity value computed on the
 DL4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4070.degrees latitude (g = 980.6199 gals.).
 DL4070
 DL4070.The modeled gravity was interpolated from observed gravity values.
 DL4070
 DL4070;                    North         East    Units  Estimated Accuracy
 DL4070;SPC MI S     -    51,231.0   4,057,571.7     MT  (+/- 3 meters HH1 GPS) 
 DL4070
 DL4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7854048685(NAD 83)
 DL4070
 DL4070                          SUPERSEDED SURVEY CONTROL
 DL4070
 DL4070.No superseded survey control is available for this station.
 DL4070
 DL4070_MARKER: DD = SURVEY DISK
 DL4070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4070_SP_SET: BRIDGE ABUTMENT
 DL4070_STAMPING: 58603 2008
 DL4070_MARK LOGO: MIDT
 DL4070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4070+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 DL4070
 DL4070  HISTORY     - Date     Condition        Report By
 DL4070  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4070  HISTORY     - 20120518 GOOD             GEOCAC
 DL4070
 DL4070                          STATION DESCRIPTION
 DL4070
 DL4070'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4070'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF DEERFIELD,
 DL4070'6.1 MI (9.8 KM) WEST-NORTHWEST OF IDA AND 0.7 MI (1.1 KM) WEST OF
 DL4070'DUNDEE.
 DL4070'
 DL4070'TO REACH FROM THE INTERSECTION OF HIGHWAY 50 WITH RILEY STREET IN
 DL4070'DUNDEE, GO WEST ON HIGHWAY 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DL4070'US 23 WITH HIGHWAY 50 AND THE STATION LOCATED IN US HIGHWAY 23 BRIDGE
 DL4070'--B3 OF 58-4-9-- OVER HIGHWAY 50.
 DL4070'
 DL4070'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4070'MODERNIZATION MARK DISK SET IN THE EAST END OF THE SOUTH ABUTMENT.
 DL4070'
 DL4070'THE STATION IS 1.5 FT (0.5 M) EAST OF A METAL GUARDRAIL.
 DL4070
 DL4070                          STATION RECOVERY (2012)
 DL4070
 DL4070'RECOVERY NOTE BY GEOCACHING 2012 (RLM)
 DL4070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4073 ***********************************************************************
 DL4073  DESIGNATION -  58604
 DL4073  PID         -  DL4073
 DL4073  STATE/COUNTY-  MI/MONROE
 DL4073  COUNTRY     -  US
 DL4073  USGS QUAD   -  IDA (2017)
 DL4073
 DL4073                         *CURRENT SURVEY CONTROL
 DL4073  ______________________________________________________________________
 DL4073* NAD 83(1986) POSITION- 41 56 57.66   (N) 083 36 27.04   (W)   HD_HELD1
 DL4073* NAVD 88 ORTHO HEIGHT -   199.749 (meters)      655.34  (feet) ADJUSTED
 DL4073  ______________________________________________________________________
 DL4073  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 DL4073  DYNAMIC HEIGHT  -        199.677 (meters)      655.11  (feet) COMP
 DL4073  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 DL4073
 DL4073  VERT ORDER      -  FIRST     CLASS II
 DL4073
 DL4073.The horizontal coordinates were determined by differentially corrected
 DL4073.hand held GPS observations or other comparable positioning techniques
 DL4073.and have an estimated accuracy of +/- 3 meters.
 DL4073
 DL4073.The orthometric height was determined by differential leveling and
 DL4073.adjusted by the NATIONAL GEODETIC SURVEY
 DL4073.in September 2009.
 DL4073
 DL4073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4073.GEOID18 height accuracy estimate available here.
 DL4073
 DL4073.Click photographs - Photos may exist for this station.
 DL4073
 DL4073.The dynamic height is computed by dividing the NAVD 88
 DL4073.geopotential number by the normal gravity value computed on the
 DL4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4073.degrees latitude (g = 980.6199 gals.).
 DL4073
 DL4073.The modeled gravity was interpolated from observed gravity values.
 DL4073
 DL4073;                    North         East    Units  Estimated Accuracy
 DL4073;SPC MI S     -    50,197.8   4,062,948.1     MT  (+/- 3 meters HH1 GPS) 
 DL4073
 DL4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8387247441(NAD 83)
 DL4073
 DL4073                          SUPERSEDED SURVEY CONTROL
 DL4073
 DL4073.No superseded survey control is available for this station.
 DL4073
 DL4073_MARKER: DD = SURVEY DISK
 DL4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4073_STAMPING: 58604 2008
 DL4073_MARK LOGO: MIDT
 DL4073_PROJECTION: FLUSH
 DL4073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4073+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 DL4073
 DL4073  HISTORY     - Date     Condition        Report By
 DL4073  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4073  HISTORY     - 20200617 GOOD             MIDT
 DL4073
 DL4073                          STATION DESCRIPTION
 DL4073
 DL4073'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4073'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF MAYBEE, 3.2
 DL4073'MI (5.1 KM) NORTH-NORTHWEST OF IDA AND 2.7 MI (4.3 KM) EAST-SOUTHEAST
 DL4073'OF DUNDEE.
 DL4073'
 DL4073'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 WITH STATE
 DL4073'HIGHWAY 50 (TECUMSEH ROAD) (EXIT 17), LOCATED IN DUNDEE, MI, GO
 DL4073'EAST-SOUTHEAST ON STATE HIGHWAY 50 FOR 3.4 MI (5.5 KM) TO ALFORD ROAD
 DL4073'ON THE LEFT, CONTINUE EAST-SOUTHEAST ON M-50 (TECUMSEH ROAD) FOR 0.1
 DL4073'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4073'
 DL4073'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4073'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4073'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4073'
 DL4073'THE STATION IS 100 FT (30.5 M) WEST OF DRIVEWAY OPENING --12349--, 6.5
 DL4073'FT (2.0 M) SOUTH OF EDGE OF PAVEMENT OF M-50, AND 3.3 FT (1.0 M) NORTH
 DL4073'OF AN ORANGE CARSONITE WITNESS POST.
 DL4073
 DL4073                          STATION RECOVERY (2020)
 DL4073
 DL4073'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4074 ***********************************************************************
 DL4074  DESIGNATION -  58605
 DL4074  PID         -  DL4074
 DL4074  STATE/COUNTY-  MI/MONROE
 DL4074  COUNTRY     -  US
 DL4074  USGS QUAD   -  IDA (2017)
 DL4074
 DL4074                         *CURRENT SURVEY CONTROL
 DL4074  ______________________________________________________________________
 DL4074* NAD 83(1986) POSITION- 41 56 48.35   (N) 083 34 42.35   (W)   HD_HELD1
 DL4074* NAVD 88 ORTHO HEIGHT -   196.550 (meters)      644.85  (feet) ADJUSTED
 DL4074  ______________________________________________________________________
 DL4074  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 DL4074  DYNAMIC HEIGHT  -        196.479 (meters)      644.61  (feet) COMP
 DL4074  MODELED GRAVITY -    980,258.4   (mgal)                       NAVD 88
 DL4074
 DL4074  VERT ORDER      -  FIRST     CLASS II
 DL4074
 DL4074.The horizontal coordinates were determined by differentially corrected
 DL4074.hand held GPS observations or other comparable positioning techniques
 DL4074.and have an estimated accuracy of +/- 3 meters.
 DL4074
 DL4074.The orthometric height was determined by differential leveling and
 DL4074.adjusted by the NATIONAL GEODETIC SURVEY
 DL4074.in September 2009.
 DL4074
 DL4074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4074.GEOID18 height accuracy estimate available here.
 DL4074
 DL4074.Click photographs - Photos may exist for this station.
 DL4074
 DL4074.The dynamic height is computed by dividing the NAVD 88
 DL4074.geopotential number by the normal gravity value computed on the
 DL4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4074.degrees latitude (g = 980.6199 gals.).
 DL4074
 DL4074.The modeled gravity was interpolated from observed gravity values.
 DL4074
 DL4074;                    North         East    Units  Estimated Accuracy
 DL4074;SPC MI S     -    49,932.7   4,065,362.0     MT  (+/- 3 meters HH1 GPS) 
 DL4074
 DL4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8627447081(NAD 83)
 DL4074
 DL4074                          SUPERSEDED SURVEY CONTROL
 DL4074
 DL4074.No superseded survey control is available for this station.
 DL4074
 DL4074_MARKER: DD = SURVEY DISK
 DL4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4074_STAMPING: 58605 2008
 DL4074_MARK LOGO: MIDT
 DL4074_PROJECTION: FLUSH
 DL4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4074+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2012
 DL4074
 DL4074  HISTORY     - Date     Condition        Report By
 DL4074  HISTORY     - 20080726 MONUMENTED       COLEM
 DL4074  HISTORY     - 20120830 GOOD             INDIV
 DL4074
 DL4074                          STATION DESCRIPTION
 DL4074
 DL4074'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4074'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF MAYBEE, 4.2
 DL4074'MI (6.8 KM) EAST OF DUNDEE AND 2.5 MI (4.0 KM) NORTH OF IDA.
 DL4074'
 DL4074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4074'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4074'OF MONROE, MI, GO WEST ON HIGHWAY 50 FOR 1.0 MI (1.6 KM) TO SULLIVAN
 DL4074'ROAD AND THE STATION ON THE LEFT.
 DL4074'
 DL4074'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4074'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4074'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4074'
 DL4074'THE STATION IS 250 FT (76.2 M) NORTH OF DRIVEWAY OPENING --779--, 120
 DL4074'FT (36.6 M) SOUTH OF EDGE OF PAVEMENT OF M-50, 23 FT (7.0 M) EAST OF
 DL4074'CENTER OF SULLIVAN ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL4074'CARSONITE WITNESS POST.
 DL4074
 DL4074                          STATION RECOVERY (2012)
 DL4074
 DL4074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HEI)
 DL4074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4075 ***********************************************************************
 DL4075  DESIGNATION -  58606
 DL4075  PID         -  DL4075
 DL4075  STATE/COUNTY-  MI/MONROE
 DL4075  COUNTRY     -  US
 DL4075  USGS QUAD   -  IDA (2017)
 DL4075
 DL4075                         *CURRENT SURVEY CONTROL
 DL4075  ______________________________________________________________________
 DL4075* NAD 83(1986) POSITION- 41 56 35.97   (N) 083 33 21.57   (W)   HD_HELD1
 DL4075* NAVD 88 ORTHO HEIGHT -   194.679 (meters)      638.71  (feet) ADJUSTED
 DL4075  ______________________________________________________________________
 DL4075  GEOID HEIGHT    -        -35.115 (meters)                     GEOID18
 DL4075  DYNAMIC HEIGHT  -        194.609 (meters)      638.48  (feet) COMP
 DL4075  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 DL4075
 DL4075  VERT ORDER      -  FIRST     CLASS II
 DL4075
 DL4075.The horizontal coordinates were determined by differentially corrected
 DL4075.hand held GPS observations or other comparable positioning techniques
 DL4075.and have an estimated accuracy of +/- 3 meters.
 DL4075
 DL4075.The orthometric height was determined by differential leveling and
 DL4075.adjusted by the NATIONAL GEODETIC SURVEY
 DL4075.in September 2009.
 DL4075
 DL4075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4075.GEOID18 height accuracy estimate available here.
 DL4075
 DL4075.Click photographs - Photos may exist for this station.
 DL4075
 DL4075.The dynamic height is computed by dividing the NAVD 88
 DL4075.geopotential number by the normal gravity value computed on the
 DL4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4075.degrees latitude (g = 980.6199 gals.).
 DL4075
 DL4075.The modeled gravity was interpolated from observed gravity values.
 DL4075
 DL4075;                    North         East    Units  Estimated Accuracy
 DL4075;SPC MI S     -    49,568.4   4,067,226.3     MT  (+/- 3 meters HH1 GPS) 
 DL4075
 DL4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8812346643(NAD 83)
 DL4075
 DL4075                          SUPERSEDED SURVEY CONTROL
 DL4075
 DL4075.No superseded survey control is available for this station.
 DL4075
 DL4075_MARKER: DD = SURVEY DISK
 DL4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4075_STAMPING: 58606 2008
 DL4075_MARK LOGO: MIDT
 DL4075_PROJECTION: FLUSH
 DL4075_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4075+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4075
 DL4075  HISTORY     - Date     Condition        Report By
 DL4075  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4075
 DL4075                          STATION DESCRIPTION
 DL4075
 DL4075'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4075'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF DUNDEE, 4.7 MI
 DL4075'(7.6 KM) SOUTH-SOUTHWEST OF MAYBEE AND 2.4 MI (3.9 KM) NORTH-NORTHEAST
 DL4075'OF IDA.
 DL4075'
 DL4075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4075'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4075'OF MONROE, MI, GO EAST-SOUTHEAST ON HIGHWAY 50 (CUSTER ROAD) FOR 0.2
 DL4075'MI (0.3 KM) TO NICHOLS ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DL4075'NICHOLS ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL4075'
 DL4075'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4075'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4075'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4075'
 DL4075'THE STATION IS 0.15 MI (0.2 KM) NORTH OF DRIVEWAY OPENING --927--, 120
 DL4075'FT (36.6 M) SOUTH OF A METAL POST FOR A --STOP AHEAD-- SIGN, 11 FT
 DL4075'(3.4 M) EAST OF CENTER OF NICHOLS ROAD, AND 1 FT (0.3 M) WEST OF AN
 DL4075'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4076 ***********************************************************************
 DL4076  DESIGNATION -  58607
 DL4076  PID         -  DL4076
 DL4076  STATE/COUNTY-  MI/MONROE
 DL4076  COUNTRY     -  US
 DL4076  USGS QUAD   -  IDA (2017)
 DL4076
 DL4076                         *CURRENT SURVEY CONTROL
 DL4076  ______________________________________________________________________
 DL4076* NAD 83(1986) POSITION- 41 56 33.15   (N) 083 31 49.45   (W)   HD_HELD1
 DL4076* NAVD 88 ORTHO HEIGHT -   192.052 (meters)      630.09  (feet) ADJUSTED
 DL4076  ______________________________________________________________________
 DL4076  GEOID HEIGHT    -        -35.125 (meters)                     GEOID18
 DL4076  DYNAMIC HEIGHT  -        191.983 (meters)      629.86  (feet) COMP
 DL4076  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 DL4076
 DL4076  VERT ORDER      -  FIRST     CLASS II
 DL4076
 DL4076.The horizontal coordinates were determined by differentially corrected
 DL4076.hand held GPS observations or other comparable positioning techniques
 DL4076.and have an estimated accuracy of +/- 3 meters.
 DL4076
 DL4076.The orthometric height was determined by differential leveling and
 DL4076.adjusted by the NATIONAL GEODETIC SURVEY
 DL4076.in September 2009.
 DL4076
 DL4076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4076.GEOID18 height accuracy estimate available here.
 DL4076
 DL4076.Click photographs - Photos may exist for this station.
 DL4076
 DL4076.The dynamic height is computed by dividing the NAVD 88
 DL4076.geopotential number by the normal gravity value computed on the
 DL4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4076.degrees latitude (g = 980.6199 gals.).
 DL4076
 DL4076.The modeled gravity was interpolated from observed gravity values.
 DL4076
 DL4076;                    North         East    Units  Estimated Accuracy
 DL4076;SPC MI S     -    49,502.2   4,069,349.1     MT  (+/- 3 meters HH1 GPS) 
 DL4076
 DL4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9024246493(NAD 83)
 DL4076
 DL4076                          SUPERSEDED SURVEY CONTROL
 DL4076
 DL4076.No superseded survey control is available for this station.
 DL4076
 DL4076_MARKER: DD = SURVEY DISK
 DL4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4076_STAMPING: 58607 2008
 DL4076_MARK LOGO: MIDT
 DL4076_PROJECTION: FLUSH
 DL4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4076+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4076
 DL4076  HISTORY     - Date     Condition        Report By
 DL4076  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4076
 DL4076                          STATION DESCRIPTION
 DL4076
 DL4076'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4076'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF DUNDEE, 4.3 MI
 DL4076'(6.9 KM) SOUTH OF MAYBEE AND 3.1 MI (5.0 KM) NORTHEAST OF IDA.
 DL4076'
 DL4076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4076'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4076'OF MONROE, MI, GO EAST-SOUTHEAST ON HIGHWAY 50 FOR 1.4 MI (2.3 KM) TO
 DL4076'SORTER ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON HIGHWAY 50 FOR 0.1
 DL4076'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4076'
 DL4076'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4076'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4076'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4076'
 DL4076'THE STATION IS 500 FT (152.4 M) EAST OF DRIVEWAY OPENING --6891--,
 DL4076'26.5 FT (8.1 M) SOUTH OF EDGE OF PAVEMENT OF M-50, AND 3.3 FT (1.0 M)
 DL4076'NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4077 ***********************************************************************
 DL4077  DESIGNATION -  58608
 DL4077  PID         -  DL4077
 DL4077  STATE/COUNTY-  MI/MONROE
 DL4077  COUNTRY     -  US
 DL4077  USGS QUAD   -  IDA (2017)
 DL4077
 DL4077                         *CURRENT SURVEY CONTROL
 DL4077  ______________________________________________________________________
 DL4077* NAD 83(1986) POSITION- 41 56 18.92   (N) 083 30 08.27   (W)   HD_HELD1
 DL4077* NAVD 88 ORTHO HEIGHT -   190.515 (meters)      625.05  (feet) ADJUSTED
 DL4077  ______________________________________________________________________
 DL4077  GEOID HEIGHT    -        -35.142 (meters)                     GEOID18
 DL4077  DYNAMIC HEIGHT  -        190.447 (meters)      624.82  (feet) COMP
 DL4077  MODELED GRAVITY -    980,260.4   (mgal)                       NAVD 88
 DL4077
 DL4077  VERT ORDER      -  FIRST     CLASS II
 DL4077
 DL4077.The horizontal coordinates were determined by differentially corrected
 DL4077.hand held GPS observations or other comparable positioning techniques
 DL4077.and have an estimated accuracy of +/- 3 meters.
 DL4077
 DL4077.The orthometric height was determined by differential leveling and
 DL4077.adjusted by the NATIONAL GEODETIC SURVEY
 DL4077.in September 2009.
 DL4077
 DL4077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4077.GEOID18 height accuracy estimate available here.
 DL4077
 DL4077.Click photographs - Photos may exist for this station.
 DL4077
 DL4077.The dynamic height is computed by dividing the NAVD 88
 DL4077.geopotential number by the normal gravity value computed on the
 DL4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4077.degrees latitude (g = 980.6199 gals.).
 DL4077
 DL4077.The modeled gravity was interpolated from observed gravity values.
 DL4077
 DL4077;                    North         East    Units  Estimated Accuracy
 DL4077;SPC MI S     -    49,086.7   4,071,684.2     MT  (+/- 3 meters HH1 GPS) 
 DL4077
 DL4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9255945986(NAD 83)
 DL4077
 DL4077                          SUPERSEDED SURVEY CONTROL
 DL4077
 DL4077.No superseded survey control is available for this station.
 DL4077
 DL4077_MARKER: DD = SURVEY DISK
 DL4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4077_STAMPING: 58608 2008
 DL4077_MARK LOGO: MIDT
 DL4077_PROJECTION: FLUSH
 DL4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4077+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4077
 DL4077  HISTORY     - Date     Condition        Report By
 DL4077  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4077
 DL4077                          STATION DESCRIPTION
 DL4077
 DL4077'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4077'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF MONROE,
 DL4077'4.6 MI (7.4 KM) SOUTH OF MAYBEE AND 4.1 MI (6.6 KM) EAST-NORTHEAST OF
 DL4077'IDA.
 DL4077'
 DL4077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4077'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4077'OF MONROE, MI, GO EAST-SOUTHEAST ON HIGHWAY 50 FOR 2.35 MI (3.8 KM) TO
 DL4077'DIXON ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON HIGHWAY 50 FOR 0.6
 DL4077'MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL4077'
 DL4077'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4077'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4077'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4077'
 DL4077'THE STATION IS 23 FT (7.0 M) EAST OF CENTER OF A DRIVEWAY OPENING FOR
 DL4077'A BARN, 17 FT (5.2 M) SOUTH OF EDGE OF PAVEMENT OF HIGHWAY 50, AND 1
 DL4077'FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4080 ***********************************************************************
 DL4080  DESIGNATION -  58609
 DL4080  PID         -  DL4080
 DL4080  STATE/COUNTY-  MI/MONROE
 DL4080  COUNTRY     -  US
 DL4080  USGS QUAD   -  MONROE (2017)
 DL4080
 DL4080                         *CURRENT SURVEY CONTROL
 DL4080  ______________________________________________________________________
 DL4080* NAD 83(1986) POSITION- 41 54 31.71   (N) 083 27 57.90   (W)   HD_HELD1
 DL4080* NAVD 88 ORTHO HEIGHT -   186.579 (meters)      612.13  (feet) ADJUSTED
 DL4080  ______________________________________________________________________
 DL4080  GEOID HEIGHT    -        -35.209 (meters)                     GEOID18
 DL4080  DYNAMIC HEIGHT  -        186.511 (meters)      611.91  (feet) COMP
 DL4080  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 DL4080
 DL4080  VERT ORDER      -  FIRST     CLASS II
 DL4080
 DL4080.The horizontal coordinates were determined by differentially corrected
 DL4080.hand held GPS observations or other comparable positioning techniques
 DL4080.and have an estimated accuracy of +/- 3 meters.
 DL4080
 DL4080.The orthometric height was determined by differential leveling and
 DL4080.adjusted by the NATIONAL GEODETIC SURVEY
 DL4080.in September 2009.
 DL4080
 DL4080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4080.GEOID18 height accuracy estimate available here.
 DL4080
 DL4080.Click photographs - Photos may exist for this station.
 DL4080
 DL4080.The dynamic height is computed by dividing the NAVD 88
 DL4080.geopotential number by the normal gravity value computed on the
 DL4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4080.degrees latitude (g = 980.6199 gals.).
 DL4080
 DL4080.The modeled gravity was interpolated from observed gravity values.
 DL4080
 DL4080;                    North         East    Units  Estimated Accuracy
 DL4080;SPC MI S     -    45,810.4   4,074,722.8     MT  (+/- 3 meters HH1 GPS) 
 DL4080
 DL4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9546642592(NAD 83)
 DL4080
 DL4080                          SUPERSEDED SURVEY CONTROL
 DL4080
 DL4080.No superseded survey control is available for this station.
 DL4080
 DL4080_MARKER: DD = SURVEY DISK
 DL4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4080_STAMPING: 58609 2008
 DL4080_MARK LOGO: MIDT
 DL4080_PROJECTION: FLUSH
 DL4080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4080+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2023
 DL4080
 DL4080  HISTORY     - Date     Condition        Report By
 DL4080  HISTORY     - 20080627 MONUMENTED       COLEM
 DL4080  HISTORY     - 20230506 GOOD             NGS
 DL4080
 DL4080                          STATION DESCRIPTION
 DL4080
 DL4080'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4080'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DL4080'MAYBEE, 5.5 MI (8.8 KM) EAST OF IDA AND 3.6 MI (5.8 KM) WEST OF
 DL4080'MONROE.
 DL4080'
 DL4080'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (TELEGRAPH
 DL4080'ROAD) WITH STATE HIGHWAY 50 (CUSTER ROAD), LOCATED IN MONROE, MI, GO
 DL4080'SOUTH ON US HIGHWAY 24 (TELEGRAPH ROAD) FOR 1.25 MI (2.0 KM) TO DUNBAR
 DL4080'ROAD, TURN RIGHT AND GO WESTERLY ON DUNBAR ROAD FOR 2.1 MI (3.4 KM) TO
 DL4080'KEEGAN ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON KEEGAN ROAD FOR 0.1
 DL4080'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL4080'
 DL4080'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4080'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4080'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4080'
 DL4080'THE STATION IS 70 FT (21.3 M) SOUTH OF A METAL POST FOR A --STOP
 DL4080'AHEAD-- SIGN, 17 FT (5.2 M) EAST OF EDGE OF PAVEMENT OF KEEGAN ROAD,
 DL4080'AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4080
 DL4080                          STATION RECOVERY (2023)
 DL4080
 DL4080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2023 (JH)
 DL4080'WITNESS POST IS GONE AND THE MARK WAS BURIED ABOUT 1 INCH (25 MM)
 DL4080'BELOW THE SURFACE OF THE FIELD.  IT HAS BEEN SCRATCHED BY FARM
 DL4080'EQUIPMENT, ALTHOUGH THE REFERENCE POINT IS IN GOOD CONDITION AND THE
 DL4080'MONUMENT SHOWS NO SIGNS OF MOVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4081 ***********************************************************************
 DL4081  DESIGNATION -  58610
 DL4081  PID         -  DL4081
 DL4081  STATE/COUNTY-  MI/MONROE
 DL4081  COUNTRY     -  US
 DL4081  USGS QUAD   -  MONROE (2017)
 DL4081
 DL4081                         *CURRENT SURVEY CONTROL
 DL4081  ______________________________________________________________________
 DL4081* NAD 83(1986) POSITION- 41 54 36.39   (N) 083 26 39.93   (W)   HD_HELD1
 DL4081* NAVD 88 ORTHO HEIGHT -   183.797 (meters)      603.01  (feet) ADJUSTED
 DL4081  ______________________________________________________________________
 DL4081  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 DL4081  DYNAMIC HEIGHT  -        183.731 (meters)      602.79  (feet) COMP
 DL4081  MODELED GRAVITY -    980,258.2   (mgal)                       NAVD 88
 DL4081
 DL4081  VERT ORDER      -  FIRST     CLASS II
 DL4081
 DL4081.The horizontal coordinates were determined by differentially corrected
 DL4081.hand held GPS observations or other comparable positioning techniques
 DL4081.and have an estimated accuracy of +/- 3 meters.
 DL4081
 DL4081.The orthometric height was determined by differential leveling and
 DL4081.adjusted by the NATIONAL GEODETIC SURVEY
 DL4081.in September 2009.
 DL4081
 DL4081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4081.GEOID18 height accuracy estimate available here.
 DL4081
 DL4081.Click photographs - Photos may exist for this station.
 DL4081
 DL4081.The dynamic height is computed by dividing the NAVD 88
 DL4081.geopotential number by the normal gravity value computed on the
 DL4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4081.degrees latitude (g = 980.6199 gals.).
 DL4081
 DL4081.The modeled gravity was interpolated from observed gravity values.
 DL4081
 DL4081;                    North         East    Units  Estimated Accuracy
 DL4081;SPC MI S     -    45,974.2   4,076,518.2     MT  (+/- 3 meters HH1 GPS) 
 DL4081
 DL4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9726742685(NAD 83)
 DL4081
 DL4081                          SUPERSEDED SURVEY CONTROL
 DL4081
 DL4081.No superseded survey control is available for this station.
 DL4081
 DL4081_MARKER: DD = SURVEY DISK
 DL4081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4081_SP_SET: BRIDGE ABUTMENT
 DL4081_STAMPING: 58610 2008
 DL4081_MARK LOGO: MIDT
 DL4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4081+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2020
 DL4081
 DL4081  HISTORY     - Date     Condition        Report By
 DL4081  HISTORY     - 20080709 MONUMENTED       COLEM
 DL4081  HISTORY     - 20201111 GOOD             NGS
 DL4081
 DL4081                          STATION DESCRIPTION
 DL4081
 DL4081'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4081'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DL4081'MAYBEE, 6.7 MI (10.8 KM) EAST OF IDA AND 2.4 MI (3.9 KM) WEST OF
 DL4081'MONROE.
 DL4081'
 DL4081'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (TELEGRAPH
 DL4081'ROAD) WITH STATE HIGHWAY 50 (CUSTER ROAD), LOCATED IN MONROE, MI, GO
 DL4081'WEST-NORTHWEST ON HIGHWAY 50 FOR 1.1 MI (1.8 KM) TO HERR ROAD ON THE
 DL4081'LEFT, TURN LEFT AND GO SOUTH ON HERR ROAD FOR 0.95 MI (1.5 KM) TO A
 DL4081'BRIDGE OVER PLUM CREEK AND THE STATION ON THE RIGHT.
 DL4081'
 DL4081'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4081'MODERNIZATION MARK DISK SET IN THE WEST END OF THE SOUTH ABUTMENT.
 DL4081'
 DL4081'THE STATION IS 4 FT (1.2 M) WEST OF A GUARDRAIL.
 DL4081
 DL4081                          STATION RECOVERY (2020)
 DL4081
 DL4081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (JH)
 DL4081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4082 ***********************************************************************
 DL4082  DESIGNATION -  58611
 DL4082  PID         -  DL4082
 DL4082  STATE/COUNTY-  MI/MONROE
 DL4082  COUNTRY     -  US
 DL4082  USGS QUAD   -  MONROE (2017)
 DL4082
 DL4082                         *CURRENT SURVEY CONTROL
 DL4082  ______________________________________________________________________
 DL4082* NAD 83(1986) POSITION- 41 54 44.26   (N) 083 25 13.54   (W)   HD_HELD1
 DL4082* NAVD 88 ORTHO HEIGHT -   182.113 (meters)      597.48  (feet) ADJUSTED
 DL4082  ______________________________________________________________________
 DL4082  GEOID HEIGHT    -        -35.225 (meters)                     GEOID18
 DL4082  DYNAMIC HEIGHT  -        182.048 (meters)      597.27  (feet) COMP
 DL4082  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 DL4082
 DL4082  VERT ORDER      -  FIRST     CLASS II
 DL4082
 DL4082.The horizontal coordinates were determined by differentially corrected
 DL4082.hand held GPS observations or other comparable positioning techniques
 DL4082.and have an estimated accuracy of +/- 3 meters.
 DL4082
 DL4082.The orthometric height was determined by differential leveling and
 DL4082.adjusted by the NATIONAL GEODETIC SURVEY
 DL4082.in September 2009.
 DL4082
 DL4082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4082.GEOID18 height accuracy estimate available here.
 DL4082
 DL4082.Click photographs - Photos may exist for this station.
 DL4082
 DL4082.The dynamic height is computed by dividing the NAVD 88
 DL4082.geopotential number by the normal gravity value computed on the
 DL4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4082.degrees latitude (g = 980.6199 gals.).
 DL4082
 DL4082.The modeled gravity was interpolated from observed gravity values.
 DL4082
 DL4082;                    North         East    Units  Estimated Accuracy
 DL4082;SPC MI S     -    46,239.1   4,078,506.4     MT  (+/- 3 meters HH1 GPS) 
 DL4082
 DL4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9926442871(NAD 83)
 DL4082
 DL4082                          SUPERSEDED SURVEY CONTROL
 DL4082
 DL4082.No superseded survey control is available for this station.
 DL4082
 DL4082_MARKER: DD = SURVEY DISK
 DL4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4082_STAMPING: 58611 2008
 DL4082_MARK LOGO: MIDT
 DL4082_PROJECTION: FLUSH
 DL4082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4082+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DL4082
 DL4082  HISTORY     - Date     Condition        Report By
 DL4082  HISTORY     - 20080726 MONUMENTED       COLEM
 DL4082  HISTORY     - 20120830 GOOD             INDIV
 DL4082  HISTORY     - 20180822 GOOD             ADVGEO
 DL4082
 DL4082                          STATION DESCRIPTION
 DL4082
 DL4082'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4082'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF MAYBEE, 7.9
 DL4082'MI (12.7 KM) EAST OF IDA AND 1.2 MI (1.9 KM) WEST-SOUTHWEST OF MONROE.
 DL4082'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (TELEGRAPH
 DL4082'ROAD) WITH STATE HIGHWAY 50 (CUSTER ROAD), LOCATED IN MONROE, MI, GO
 DL4082'SOUTH ON US HIGHWAY 24 (TELEGRAPH ROAD) FOR 0.55 MI (0.9 KM) TO THE
 DL4082'STATION ON THE LEFT.
 DL4082'
 DL4082'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4082'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4082'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4082'
 DL4082'THE STATION IS 46 FT (14.0 M) SOUTHWEST OF THE SOUTH DRIVEWAY OPENING
 DL4082'FOR --959--, 16 FT (4.9 M) SOUTHEAST OF EDGE OF CURB OF US HIGHWAY 24
 DL4082'(TELEGRAPH ROAD), AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 DL4082'WITNESS POST.
 DL4082
 DL4082                          STATION RECOVERY (2012)
 DL4082
 DL4082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HEI)
 DL4082'RECOVERED IN GOOD CONDITION.
 DL4082
 DL4082                          STATION RECOVERY (2018)
 DL4082
 DL4082'RECOVERY NOTE BY ADVANCED GEOMATICS 2018 (ACF)
 DL4082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4083 ***********************************************************************
 DL4083  DESIGNATION -  58612
 DL4083  PID         -  DL4083
 DL4083  STATE/COUNTY-  MI/MONROE
 DL4083  COUNTRY     -  US
 DL4083  USGS QUAD   -  IDA (2017)
 DL4083
 DL4083                         *CURRENT SURVEY CONTROL
 DL4083  ______________________________________________________________________
 DL4083* NAD 83(2011) POSITION- 41 57 33.23318(N) 083 33 01.06528(W)   ADJUSTED
 DL4083* NAD 83(2011) ELLIP HT-   160.737 (meters)        (06/27/12)   ADJUSTED
 DL4083* NAD 83(2011) EPOCH   -  2010.00
 DL4083* NAVD 88 ORTHO HEIGHT -   195.812 (meters)      642.43  (feet) ADJUSTED
 DL4083  ______________________________________________________________________
 DL4083  GEOID HEIGHT    -        -35.084 (meters)                     GEOID18
 DL4083  NAD 83(2011) X  -    533,588.721 (meters)                     COMP
 DL4083  NAD 83(2011) Y  - -4,720,082.896 (meters)                     COMP
 DL4083  NAD 83(2011) Z  -  4,242,345.058 (meters)                     COMP
 DL4083  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DL4083  DYNAMIC HEIGHT  -        195.742 (meters)      642.20  (feet) COMP
 DL4083  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 DL4083
 DL4083  VERT ORDER      -  FIRST     CLASS II
 DL4083
 DL4083  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4083  Standards:
 DL4083         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4083            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4083  -------------------------------------------------------------------
 DL4083  NETWORK    0.28   0.37           0.13   0.09   0.19     -0.11217692
 DL4083  -------------------------------------------------------------------
 DL4083  Click here for local accuracies and other accuracy information.
 DL4083
 DL4083.The horizontal coordinates were established by GPS observations
 DL4083.and adjusted by the National Geodetic Survey in June 2012.
 DL4083
 DL4083.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4083.been affixed to the stable North American tectonic plate. See 
 DL4083.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4083
 DL4083.The horizontal coordinates are valid at the epoch date displayed above
 DL4083.which is a decimal equivalence of Year/Month/Day.
 DL4083
 DL4083.The orthometric height was determined by differential leveling and
 DL4083.adjusted by the NATIONAL GEODETIC SURVEY
 DL4083.in September 2009.
 DL4083
 DL4083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4083.GEOID18 height accuracy estimate available here.
 DL4083
 DL4083.Click photographs - Photos may exist for this station.
 DL4083
 DL4083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4083
 DL4083.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4083
 DL4083.The ellipsoidal height was determined by GPS observations
 DL4083.and is referenced to NAD 83.
 DL4083
 DL4083.The dynamic height is computed by dividing the NAVD 88
 DL4083.geopotential number by the normal gravity value computed on the
 DL4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4083.degrees latitude (g = 980.6199 gals.).
 DL4083
 DL4083.The modeled gravity was interpolated from observed gravity values.
 DL4083
 DL4083. The following values were computed from the NAD 83(2011) position.
 DL4083
 DL4083;                    North         East     Units Scale Factor Converg.
 DL4083;SPC MI S     -    51,339.725 4,067,681.490   MT  1.00003630   +0 33 20.0
 DL4083;SPC MI S     -   168,437.42 13,345,411.71   iFT  1.00003630   +0 33 20.0
 DL4083;UTM  17      - 4,648,395.787   288,648.279   MT  1.00014969   -1 42 20.7
 DL4083
 DL4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4083!SPC MI S     -   0.99997479  x   1.00003630  =   1.00001109
 DL4083!UTM  17      -   0.99997479  x   1.00014969  =   1.00012448
 DL4083
 DL4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8864848395(NAD 83)
 DL4083
 DL4083                          SUPERSEDED SURVEY CONTROL
 DL4083
 DL4083  NAD 83(2007)-  41 57 33.23341(N)    083 33 01.06599(W) AD(2002.00) B
 DL4083  ELLIP H (10/23/09)  160.765  (m)                       GP(2002.00) 3 1
 DL4083
 DL4083.Superseded values are not recommended for survey control.
 DL4083
 DL4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4083.See file dsdata.pdf to determine how the superseded data were derived.
 DL4083
 DL4083_MARKER: DD = SURVEY DISK
 DL4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4083_STAMPING: 58612 2008
 DL4083_MARK LOGO: MIDT
 DL4083_PROJECTION: PROJECTING 13 CENTIMETERS
 DL4083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4083+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 DL4083
 DL4083  HISTORY     - Date     Condition        Report By
 DL4083  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4083  HISTORY     - 20200615 GOOD             MIDT
 DL4083
 DL4083                          STATION DESCRIPTION
 DL4083
 DL4083'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4083'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF DUNDEE, 3.6 MI
 DL4083'(5.8 KM) SOUTH-SOUTHWEST OF MAYBEE AND 3.5 MI (5.6 KM) NORTH-NORTHEAST
 DL4083'OF IDA.
 DL4083'
 DL4083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4083'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4083'OF MONROE, MI, GO NORTH ON IDA MAYBEE ROAD FOR 1.1 MI (1.8 KM) TO THE
 DL4083'STATION ON THE RIGHT.
 DL4083'
 DL4083'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4083'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4083'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4083'
 DL4083'THE STATION IS 18.5 FT (5.6 M) NORTHWEST OF EDGE OF PAVEMENT OF IDA
 DL4083'MAYBEE ROAD, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL4083'POST.
 DL4083
 DL4083                          STATION RECOVERY (2020)
 DL4083
 DL4083'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4084 ***********************************************************************
 DL4084  DESIGNATION -  58613
 DL4084  PID         -  DL4084
 DL4084  STATE/COUNTY-  MI/MONROE
 DL4084  COUNTRY     -  US
 DL4084  USGS QUAD   -  IDA (2017)
 DL4084
 DL4084                         *CURRENT SURVEY CONTROL
 DL4084  ______________________________________________________________________
 DL4084* NAD 83(1986) POSITION- 41 58 24.23   (N) 083 33 02.28   (W)   HD_HELD1
 DL4084* NAVD 88 ORTHO HEIGHT -   195.479 (meters)      641.33  (feet) ADJUSTED
 DL4084  ______________________________________________________________________
 DL4084  GEOID HEIGHT    -        -35.053 (meters)                     GEOID18
 DL4084  DYNAMIC HEIGHT  -        195.410 (meters)      641.11  (feet) COMP
 DL4084  MODELED GRAVITY -    980,263.2   (mgal)                       NAVD 88
 DL4084
 DL4084  VERT ORDER      -  FIRST     CLASS II
 DL4084
 DL4084.The horizontal coordinates were determined by differentially corrected
 DL4084.hand held GPS observations or other comparable positioning techniques
 DL4084.and have an estimated accuracy of +/- 3 meters.
 DL4084
 DL4084.The orthometric height was determined by differential leveling and
 DL4084.adjusted by the NATIONAL GEODETIC SURVEY
 DL4084.in September 2009.
 DL4084
 DL4084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4084.GEOID18 height accuracy estimate available here.
 DL4084
 DL4084.Click photographs - Photos may exist for this station.
 DL4084
 DL4084.The dynamic height is computed by dividing the NAVD 88
 DL4084.geopotential number by the normal gravity value computed on the
 DL4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4084.degrees latitude (g = 980.6199 gals.).
 DL4084
 DL4084.The modeled gravity was interpolated from observed gravity values.
 DL4084
 DL4084;                    North         East    Units  Estimated Accuracy
 DL4084;SPC MI S     -    52,912.9   4,067,638.3     MT  (+/- 3 meters HH1 GPS) 
 DL4084
 DL4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8866749969(NAD 83)
 DL4084
 DL4084                          SUPERSEDED SURVEY CONTROL
 DL4084
 DL4084.No superseded survey control is available for this station.
 DL4084
 DL4084_MARKER: DD = SURVEY DISK
 DL4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4084_STAMPING: 58613 2008
 DL4084_MARK LOGO: MIDT
 DL4084_PROJECTION: FLUSH
 DL4084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4084+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4084
 DL4084  HISTORY     - Date     Condition        Report By
 DL4084  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4084
 DL4084                          STATION DESCRIPTION
 DL4084
 DL4084'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4084'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-NORTHEAST OF DUNDEE,
 DL4084'4.5 MI (7.2 KM) NORTH-NORTHEAST OF IDA AND 2.8 MI (4.5 KM) SOUTHWEST
 DL4084'OF MAYBEE.
 DL4084'
 DL4084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4084'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4084'OF MONROE, MI, GO NORTHERLY ON IDA MAYBEE ROAD FOR 1.6 MI (2.6 KM) TO
 DL4084'CUSTER ROAD, TURN LEFT AND GO WEST ON CUSTER ROAD FOR 0.45 MI (0.7 KM)
 DL4084'TO IDA MAYBEE ROAD, TURN RIGHT AND GO NORTH ON IDA MAYBEE ROAD FOR 0.4
 DL4084'MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DL4084'
 DL4084'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4084'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4084'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4084'
 DL4084'THE STATION IS 11.5 FT (3.5 M) EAST OF EDGE OF PAVEMENT OF IDA MAYBEE
 DL4084'ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4089 ***********************************************************************
 DL4089  DESIGNATION -  58614
 DL4089  PID         -  DL4089
 DL4089  STATE/COUNTY-  MI/MONROE
 DL4089  COUNTRY     -  US
 DL4089  USGS QUAD   -  IDA (2017)
 DL4089
 DL4089                         *CURRENT SURVEY CONTROL
 DL4089  ______________________________________________________________________
 DL4089* NAD 83(1986) POSITION- 41 59 39.45   (N) 083 32 21.61   (W)   HD_HELD1
 DL4089* NAVD 88 ORTHO HEIGHT -   194.980 (meters)      639.70  (feet) ADJUSTED
 DL4089  ______________________________________________________________________
 DL4089  GEOID HEIGHT    -        -35.006 (meters)                     GEOID18
 DL4089  DYNAMIC HEIGHT  -        194.911 (meters)      639.47  (feet) COMP
 DL4089  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 DL4089
 DL4089  VERT ORDER      -  FIRST     CLASS II
 DL4089
 DL4089.The horizontal coordinates were determined by differentially corrected
 DL4089.hand held GPS observations or other comparable positioning techniques
 DL4089.and have an estimated accuracy of +/- 3 meters.
 DL4089
 DL4089.The orthometric height was determined by differential leveling and
 DL4089.adjusted by the NATIONAL GEODETIC SURVEY
 DL4089.in September 2009.
 DL4089
 DL4089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4089.GEOID18 height accuracy estimate available here.
 DL4089
 DL4089.Click photographs - Photos may exist for this station.
 DL4089
 DL4089.The dynamic height is computed by dividing the NAVD 88
 DL4089.geopotential number by the normal gravity value computed on the
 DL4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4089.degrees latitude (g = 980.6199 gals.).
 DL4089
 DL4089.The modeled gravity was interpolated from observed gravity values.
 DL4089
 DL4089;                    North         East    Units  Estimated Accuracy
 DL4089;SPC MI S     -    55,242.8   4,068,551.8     MT  (+/- 3 meters HH1 GPS) 
 DL4089
 DL4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8967252261(NAD 83)
 DL4089
 DL4089                          SUPERSEDED SURVEY CONTROL
 DL4089
 DL4089.No superseded survey control is available for this station.
 DL4089
 DL4089_MARKER: DD = SURVEY DISK
 DL4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4089_STAMPING: 58614 2008
 DL4089_MARK LOGO: MIDT
 DL4089_PROJECTION: FLUSH
 DL4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4089+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4089
 DL4089  HISTORY     - Date     Condition        Report By
 DL4089  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4089
 DL4089                          STATION DESCRIPTION
 DL4089
 DL4089'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4089'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF
 DL4089'DUNDEE, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF IDA AND 1.4 MI (2.3 KM)
 DL4089'WEST-SOUTHWEST OF MAYBEE.
 DL4089'
 DL4089'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 (CUSTER
 DL4089'ROAD) WITH IDA MAYBEE ROAD, LOCATED APPROXIMATELY 9 MI (14.5 KM) WEST
 DL4089'OF MONROE, MI, GO NORTHERLY ON IDA MAYBEE ROAD FOR 1.6 MI (2.6 KM) TO
 DL4089'CUSTER ROAD, TURN LEFT AND GO WEST ON CUSTER ROAD FOR 0.45 MI (0.7 KM)
 DL4089'TO WHERE IDA MAYBEE ROAD TURNS RIGHT (NORTH), TURN RIGHT AND GO NORTH
 DL4089'ON IDA MAYBEE ROAD FOR 1.2 MI (1.9 KM) TO STEWART ROAD, CONTINUE
 DL4089'NORTHERLY ON IDA MAYBEE ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 DL4089'RIGHT.
 DL4089'
 DL4089'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4089'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4089'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4089'
 DL4089'THE STATION IS 350 FT (106.7 M) SOUTHWEST OF A RAILROAD CROSSING, 9.5
 DL4089'FT (2.9 M) EAST OF EDGE OF PAVEMENT OF IDA MAYBEE ROAD, AND 3.3 FT
 DL4089'(1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4085 ***********************************************************************
 DL4085  DESIGNATION -  58615
 DL4085  PID         -  DL4085
 DL4085  STATE/COUNTY-  MI/MONROE
 DL4085  COUNTRY     -  US
 DL4085  USGS QUAD   -  MAYBEE (2017)
 DL4085
 DL4085                         *CURRENT SURVEY CONTROL
 DL4085  ______________________________________________________________________
 DL4085* NAD 83(2011) POSITION- 42 00 41.38440(N) 083 31 51.88097(W)   ADJUSTED
 DL4085* NAD 83(2011) ELLIP HT-   159.949 (meters)        (06/27/12)   ADJUSTED
 DL4085* NAD 83(2011) EPOCH   -  2010.00
 DL4085* NAVD 88 ORTHO HEIGHT -   194.908 (meters)      639.46  (feet) ADJUSTED
 DL4085  ______________________________________________________________________
 DL4085  GEOID HEIGHT    -        -34.964 (meters)                     GEOID18
 DL4085  NAD 83(2011) X  -    534,734.291 (meters)                     COMP
 DL4085  NAD 83(2011) Y  - -4,716,044.405 (meters)                     COMP
 DL4085  NAD 83(2011) Z  -  4,246,659.695 (meters)                     COMP
 DL4085  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DL4085  DYNAMIC HEIGHT  -        194.840 (meters)      639.24  (feet) COMP
 DL4085  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 DL4085
 DL4085  VERT ORDER      -  FIRST     CLASS II
 DL4085
 DL4085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4085  Standards:
 DL4085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4085  -------------------------------------------------------------------
 DL4085  NETWORK    0.22   0.33           0.10   0.08   0.17     -0.03647112
 DL4085  -------------------------------------------------------------------
 DL4085  Click here for local accuracies and other accuracy information.
 DL4085
 DL4085.The horizontal coordinates were established by GPS observations
 DL4085.and adjusted by the National Geodetic Survey in June 2012.
 DL4085
 DL4085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4085.been affixed to the stable North American tectonic plate. See 
 DL4085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4085
 DL4085.The horizontal coordinates are valid at the epoch date displayed above
 DL4085.which is a decimal equivalence of Year/Month/Day.
 DL4085
 DL4085.The orthometric height was determined by differential leveling and
 DL4085.adjusted by the NATIONAL GEODETIC SURVEY
 DL4085.in September 2009.
 DL4085
 DL4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4085.GEOID18 height accuracy estimate available here.
 DL4085
 DL4085.Click photographs - Photos may exist for this station.
 DL4085
 DL4085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4085
 DL4085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4085
 DL4085.The ellipsoidal height was determined by GPS observations
 DL4085.and is referenced to NAD 83.
 DL4085
 DL4085.The dynamic height is computed by dividing the NAVD 88
 DL4085.geopotential number by the normal gravity value computed on the
 DL4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4085.degrees latitude (g = 980.6199 gals.).
 DL4085
 DL4085.The modeled gravity was interpolated from observed gravity values.
 DL4085
 DL4085. The following values were computed from the NAD 83(2011) position.
 DL4085
 DL4085;                    North         East     Units Scale Factor Converg.
 DL4085;SPC MI S     -    57,160.383 4,069,217.087   MT  1.00002213   +0 34 07.1
 DL4085;SPC MI S     -   187,534.06 13,350,449.76   iFT  1.00002213   +0 34 07.1
 DL4085;UTM  17      - 4,654,151.960   290,412.649   MT  1.00014054   -1 41 40.6
 DL4085
 DL4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4085!SPC MI S     -   0.99997491  x   1.00002213  =   0.99999704
 DL4085!UTM  17      -   0.99997491  x   1.00014054  =   1.00011545
 DL4085
 DL4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9041254151(NAD 83)
 DL4085
 DL4085                          SUPERSEDED SURVEY CONTROL
 DL4085
 DL4085  NAD 83(2007)-  42 00 41.38464(N)    083 31 51.88167(W) AD(2002.00) B
 DL4085  ELLIP H (10/23/09)  159.978  (m)                       GP(2002.00) 3 1
 DL4085
 DL4085.Superseded values are not recommended for survey control.
 DL4085
 DL4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4085.See file dsdata.pdf to determine how the superseded data were derived.
 DL4085
 DL4085_MARKER: DD = SURVEY DISK
 DL4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4085_STAMPING: 58615 2008
 DL4085_MARK LOGO: MIDT
 DL4085_PROJECTION: FLUSH
 DL4085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4085+STABILITY: SURFACE MOTION
 DL4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4085+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DL4085
 DL4085  HISTORY     - Date     Condition        Report By
 DL4085  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4085  HISTORY     - 20200617 GOOD             MIDT
 DL4085  HISTORY     - 20250612 GOOD             MIDT
 DL4085
 DL4085                          STATION DESCRIPTION
 DL4085
 DL4085'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4085'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF
 DL4085'DUNDEE, 7.3 MI (11.7 KM) NORTH-NORTHEAST OF IDA AND 1.0 MI (1.6 KM)
 DL4085'WEST-NORTHWEST OF MAYBEE.
 DL4085'
 DL4085'TO REACH THE STATION FROM THE JUNCTION OF PALMER ROAD WITH OAKVILLE
 DL4085'WALTZ ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST OF MILAN, MI,
 DL4085'GO SOUTHERLY ON PALMER ROAD FOR 4.8 MI (7.7 KM) TO OSTRANDER ROAD ON
 DL4085'THE RIGHT, CONTINUE SOUTHERLY ON PALMER ROAD FOR 0.15 MI (0.2 KM) TO
 DL4085'THE STATION ON THE LEFT.
 DL4085'
 DL4085'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4085'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4085'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4085'
 DL4085'THE STATION IS 210 FT (64.0 M) SOUTHEAST OF DRIVEWAY OPENING --9566--,
 DL4085'18.5 FT (5.6 M) NORTHEAST OF EDGE OF PAVEMENT OF PALMER ROAD, AND 5 FT
 DL4085'(1.5 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4085
 DL4085                          STATION RECOVERY (2020)
 DL4085
 DL4085'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4085'RECOVERED IN GOOD CONDITION.
 DL4085
 DL4085                          STATION RECOVERY (2025)
 DL4085
 DL4085'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL4085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4086 ***********************************************************************
 DL4086  DESIGNATION -  58616
 DL4086  PID         -  DL4086
 DL4086  STATE/COUNTY-  MI/MONROE
 DL4086  COUNTRY     -  US
 DL4086  USGS QUAD   -  MAYBEE (2017)
 DL4086
 DL4086                         *CURRENT SURVEY CONTROL
 DL4086  ______________________________________________________________________
 DL4086* NAD 83(1986) POSITION- 42 01 54.80   (N) 083 32 28.02   (W)   HD_HELD1
 DL4086* NAVD 88 ORTHO HEIGHT -   195.582 (meters)      641.67  (feet) ADJUSTED
 DL4086  ______________________________________________________________________
 DL4086  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 DL4086  DYNAMIC HEIGHT  -        195.514 (meters)      641.45  (feet) COMP
 DL4086  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 DL4086
 DL4086  VERT ORDER      -  FIRST     CLASS II
 DL4086
 DL4086.The horizontal coordinates were determined by differentially corrected
 DL4086.hand held GPS observations or other comparable positioning techniques
 DL4086.and have an estimated accuracy of +/- 3 meters.
 DL4086
 DL4086.The orthometric height was determined by differential leveling and
 DL4086.adjusted by the NATIONAL GEODETIC SURVEY
 DL4086.in September 2009.
 DL4086
 DL4086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4086.GEOID18 height accuracy estimate available here.
 DL4086
 DL4086.Click photographs - Photos may exist for this station.
 DL4086
 DL4086.The dynamic height is computed by dividing the NAVD 88
 DL4086.geopotential number by the normal gravity value computed on the
 DL4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4086.degrees latitude (g = 980.6199 gals.).
 DL4086
 DL4086.The modeled gravity was interpolated from observed gravity values.
 DL4086
 DL4086;                    North         East    Units  Estimated Accuracy
 DL4086;SPC MI S     -    59,417.3   4,068,363.3     MT  (+/- 3 meters HH1 GPS) 
 DL4086
 DL4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8964856441(NAD 83)
 DL4086
 DL4086                          SUPERSEDED SURVEY CONTROL
 DL4086
 DL4086.No superseded survey control is available for this station.
 DL4086
 DL4086_MARKER: DD = SURVEY DISK
 DL4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4086_STAMPING: 58616 2008
 DL4086_MARK LOGO: MIDT
 DL4086_PROJECTION: FLUSH
 DL4086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4086+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4086
 DL4086  HISTORY     - Date     Condition        Report By
 DL4086  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4086
 DL4086                          STATION DESCRIPTION
 DL4086
 DL4086'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4086'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF DUNDEE, 8.0
 DL4086'MI (12.9 KM) WEST-SOUTHWEST OF CARLETON AND 2.3 MI (3.7 KM) NORTHWEST
 DL4086'OF MAYBEE.
 DL4086'
 DL4086'TO REACH THE STATION FROM THE JUNCTION OF PALMER ROAD WITH OAKVILLE
 DL4086'WALTZ ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST OF MILAN, MI,
 DL4086'GO SOUTHERLY ON PALMER ROAD FOR 3.6 MI (5.8 KM) TO LIEDEL ROAD ON THE
 DL4086'RIGHT, TURN RIGHT AND GO WEST ON LIEDEL ROAD FOR 0.15 MI (0.2 KM) TO
 DL4086'THE STATION ON THE LEFT.
 DL4086'
 DL4086'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4086'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4086'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4086'
 DL4086'THE STATION IS 750 FT (228.6 M) EAST OF DRIVEWAY OPENING --9201--, 20
 DL4086'FT (6.1 M) SOUTH OF CENTER OF LIEDEL ROAD, AND 6 FT (1.8 M) SOUTH OF
 DL4086'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4087 ***********************************************************************
 DL4087  DESIGNATION -  58617
 DL4087  PID         -  DL4087
 DL4087  STATE/COUNTY-  MI/MONROE
 DL4087  COUNTRY     -  US
 DL4087  USGS QUAD   -  MAYBEE (2017)
 DL4087
 DL4087                         *CURRENT SURVEY CONTROL
 DL4087  ______________________________________________________________________
 DL4087* NAD 83(2011) POSITION- 42 03 08.32393(N) 083 32 18.29334(W)   ADJUSTED
 DL4087* NAD 83(2011) ELLIP HT-   160.914 (meters)        (06/27/12)   ADJUSTED
 DL4087* NAD 83(2011) EPOCH   -  2010.00
 DL4087* NAVD 88 ORTHO HEIGHT -   195.757 (meters)      642.25  (feet) ADJUSTED
 DL4087  ______________________________________________________________________
 DL4087  GEOID HEIGHT    -        -34.849 (meters)                     GEOID18
 DL4087  NAD 83(2011) X  -    533,788.862 (meters)                     COMP
 DL4087  NAD 83(2011) Y  - -4,713,097.277 (meters)                     COMP
 DL4087  NAD 83(2011) Z  -  4,250,027.896 (meters)                     COMP
 DL4087  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 DL4087  DYNAMIC HEIGHT  -        195.690 (meters)      642.03  (feet) COMP
 DL4087  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 DL4087
 DL4087  VERT ORDER      -  FIRST     CLASS II
 DL4087
 DL4087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4087  Standards:
 DL4087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4087  -------------------------------------------------------------------
 DL4087  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.03620037
 DL4087  -------------------------------------------------------------------
 DL4087  Click here for local accuracies and other accuracy information.
 DL4087
 DL4087.The horizontal coordinates were established by GPS observations
 DL4087.and adjusted by the National Geodetic Survey in June 2012.
 DL4087
 DL4087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4087.been affixed to the stable North American tectonic plate. See 
 DL4087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4087
 DL4087.The horizontal coordinates are valid at the epoch date displayed above
 DL4087.which is a decimal equivalence of Year/Month/Day.
 DL4087
 DL4087.The orthometric height was determined by differential leveling and
 DL4087.adjusted by the NATIONAL GEODETIC SURVEY
 DL4087.in September 2009.
 DL4087
 DL4087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4087.GEOID18 height accuracy estimate available here.
 DL4087
 DL4087.Click photographs - Photos may exist for this station.
 DL4087
 DL4087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4087
 DL4087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4087
 DL4087.The ellipsoidal height was determined by GPS observations
 DL4087.and is referenced to NAD 83.
 DL4087
 DL4087.The dynamic height is computed by dividing the NAVD 88
 DL4087.geopotential number by the normal gravity value computed on the
 DL4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4087.degrees latitude (g = 980.6199 gals.).
 DL4087
 DL4087.The modeled gravity was interpolated from observed gravity values.
 DL4087
 DL4087. The following values were computed from the NAD 83(2011) position.
 DL4087
 DL4087;                    North         East     Units Scale Factor Converg.
 DL4087;SPC MI S     -    61,687.887 4,068,564.756   MT  1.00001163   +0 33 49.1
 DL4087;SPC MI S     -   202,388.08 13,348,309.57   iFT  1.00001163   +0 33 49.1
 DL4087;UTM  17      - 4,658,702.267   289,939.614   MT  1.00014298   -1 42 03.1
 DL4087
 DL4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4087!SPC MI S     -   0.99997476  x   1.00001163  =   0.99998639
 DL4087!UTM  17      -   0.99997476  x   1.00014298  =   1.00011774
 DL4087
 DL4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8993958702(NAD 83)
 DL4087
 DL4087                          SUPERSEDED SURVEY CONTROL
 DL4087
 DL4087  NAD 83(2007)-  42 03 08.32418(N)    083 32 18.29403(W) AD(2002.00) B
 DL4087  ELLIP H (10/19/09)  160.945  (m)                       GP(2002.00) 1 1
 DL4087
 DL4087.Superseded values are not recommended for survey control.
 DL4087
 DL4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4087.See file dsdata.pdf to determine how the superseded data were derived.
 DL4087
 DL4087_MARKER: DD = SURVEY DISK
 DL4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4087_STAMPING: 58617 2008
 DL4087_MARK LOGO: MIDT
 DL4087_PROJECTION: FLUSH
 DL4087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4087+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 DL4087
 DL4087  HISTORY     - Date     Condition        Report By
 DL4087  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4087
 DL4087                          STATION DESCRIPTION
 DL4087
 DL4087'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4087'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF MILAN,
 DL4087'7.6 MI (12.2 KM) WEST OF CARLETON AND 3.5 MI (5.6 KM) NORTH-NORTHWEST
 DL4087'OF MAYBEE.
 DL4087'
 DL4087'TO REACH THE STATION FROM THE JUNCTION OF PALMER ROAD WITH OAKVILLE
 DL4087'WALTZ ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST OF MILAN, MI,
 DL4087'GO SOUTHERLY ON PALMER ROAD FOR 1.8 MI (2.9 KM) TO STONEY CREEK ROAD,
 DL4087'CONTINUE SOUTH ON PALMER ROAD FOR 0.35 MI (0.6 KM) TO THE STATION ON
 DL4087'THE LEFT.
 DL4087'
 DL4087'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4087'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4087'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4087'
 DL4087'THE STATION IS 200 FT (61.0 M) NORTH OF A TELEPHONE PEDESTAL
 DL4087'--12200--, 13 FT (4.0 M) EAST OF EDGE OF PAVEMENT OF PALMER ROAD, AND
 DL4087'0.7 FT (0.2 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4088 ***********************************************************************
 DL4088  DESIGNATION -  58618
 DL4088  PID         -  DL4088
 DL4088  STATE/COUNTY-  MI/MONROE
 DL4088  COUNTRY     -  US
 DL4088  USGS QUAD   -  MAYBEE (2017)
 DL4088
 DL4088                         *CURRENT SURVEY CONTROL
 DL4088  ______________________________________________________________________
 DL4088* NAD 83(1986) POSITION- 42 04 12.81   (N) 083 32 20.65   (W)   HD_HELD1
 DL4088* NAVD 88 ORTHO HEIGHT -   196.135 (meters)      643.49  (feet) ADJUSTED
 DL4088  ______________________________________________________________________
 DL4088  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 DL4088  DYNAMIC HEIGHT  -        196.069 (meters)      643.27  (feet) COMP
 DL4088  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 DL4088
 DL4088  VERT ORDER      -  FIRST     CLASS II
 DL4088
 DL4088.The horizontal coordinates were determined by differentially corrected
 DL4088.hand held GPS observations or other comparable positioning techniques
 DL4088.and have an estimated accuracy of +/- 3 meters.
 DL4088
 DL4088.The orthometric height was determined by differential leveling and
 DL4088.adjusted by the NATIONAL GEODETIC SURVEY
 DL4088.in September 2009.
 DL4088
 DL4088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4088.GEOID18 height accuracy estimate available here.
 DL4088
 DL4088.Click photographs - Photos may exist for this station.
 DL4088
 DL4088.The dynamic height is computed by dividing the NAVD 88
 DL4088.geopotential number by the normal gravity value computed on the
 DL4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4088.degrees latitude (g = 980.6199 gals.).
 DL4088
 DL4088.The modeled gravity was interpolated from observed gravity values.
 DL4088
 DL4088;                    North         East    Units  Estimated Accuracy
 DL4088;SPC MI S     -    63,676.9   4,068,491.0     MT  (+/- 3 meters HH1 GPS) 
 DL4088
 DL4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8994460692(NAD 83)
 DL4088
 DL4088                          SUPERSEDED SURVEY CONTROL
 DL4088
 DL4088.No superseded survey control is available for this station.
 DL4088
 DL4088_MARKER: DD = SURVEY DISK
 DL4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4088_STAMPING: 58618 2008
 DL4088_MARK LOGO: MIDT
 DL4088_PROJECTION: FLUSH
 DL4088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4088+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2025
 DL4088
 DL4088  HISTORY     - Date     Condition        Report By
 DL4088  HISTORY     - 20080628 MONUMENTED       COLEM
 DL4088  HISTORY     - 20251119 GOOD             MCA
 DL4088
 DL4088                          STATION DESCRIPTION
 DL4088
 DL4088'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4088'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF CARLETON, 7.4 MI
 DL4088'(11.9 KM) EAST OF MILAN AND 4.7 MI (7.6 KM) NORTH-NORTHWEST OF MAYBEE.
 DL4088'TO REACH THE STATION FROM THE JUNCTION OF PALMER ROAD WITH OAKVILLE
 DL4088'WALTZ ROAD, LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST OF MILAN, MI,
 DL4088'GO SOUTHERLY ON PALMER ROAD FOR 1.8 MI (2.9 KM) TO RAWSONVILLE ROAD ON
 DL4088'THE LEFT, TURN LEFT AND GO NORTH ON RAWSONVILLE ROAD FOR 0.6 MI (1.0
 DL4088'KM) TO HIVON ROAD, CONTINUE NORTH ON RAWSONVILLE ROAD FOR 0.3 MI (0.5
 DL4088'KM) TO THE STATION ON THE LEFT.
 DL4088'
 DL4088'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4088'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4088'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4088'
 DL4088'THE STATION IS 0.2 MI (0.3 KM) SOUTH OF COLF ROAD, 19 FT (5.8 M) WEST
 DL4088'OF CENTER OF GRAVEL OF RAWSONVILLE ROAD, AND 3.3 FT (1.0 M) EAST OF AN
 DL4088'ORANGE CARSONITE WITNESS POST.
 DL4088
 DL4088                          STATION RECOVERY (2025)
 DL4088
 DL4088'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DL4088'THE MARK IS LOCATED IN A CULTIVATED FIELD AND APPEARS TO BE IN GOOD
 DL4088'CONDITION.  IT IS 238 FT (72.5 M) NORTH OF AN AMERITECH PEDESTAL AND
 DL4088'378 FT (115.2 M) SOUTH OF AN AMERITECH PEDESTAL.  A CARSONITE POST WAS
 DL4088'SET 1.5 FT (0.5 M) WEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0735 ***********************************************************************
 NE0735  DESIGNATION -  59 1/2
 NE0735  PID         -  NE0735
 NE0735  STATE/COUNTY-  MI/OAKLAND
 NE0735  COUNTRY     -  US
 NE0735  USGS QUAD   -  SOUTH LYON (2017)
 NE0735
 NE0735                         *CURRENT SURVEY CONTROL
 NE0735  ______________________________________________________________________
 NE0735* NAD 83(1986) POSITION- 42 27 24.     (N) 083 39 11.     (W)   SCALED
 NE0735* NAVD 88 ORTHO HEIGHT -   280.139 (meters)      919.09  (feet) ADJUSTED
 NE0735  ______________________________________________________________________
 NE0735  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 NE0735  DYNAMIC HEIGHT  -        280.059 (meters)      918.83  (feet) COMP
 NE0735  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 NE0735
 NE0735  VERT ORDER      -  SECOND    CLASS 0
 NE0735
 NE0735.The horizontal coordinates were scaled from a map and have
 NE0735.an estimated accuracy of +/- 6 seconds.
 NE0735
 NE0735.The orthometric height was determined by differential leveling and
 NE0735.adjusted by the NATIONAL GEODETIC SURVEY
 NE0735.in June 1991.
 NE0735
 NE0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0735.GEOID18 height accuracy estimate available here.
 NE0735
 NE0735.Click photographs - Photos may exist for this station.
 NE0735
 NE0735.The dynamic height is computed by dividing the NAVD 88
 NE0735.geopotential number by the normal gravity value computed on the
 NE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0735.degrees latitude (g = 980.6199 gals.).
 NE0735
 NE0735.The modeled gravity was interpolated from observed gravity values.
 NE0735
 NE0735;                    North         East    Units  Estimated Accuracy
 NE0735;SPC MI S     -   106,510.    4,058,690.      MT  (+/- 180 meters Scaled)
 NE0735
 NE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH818038(NAD 83)
 NE0735
 NE0735                          SUPERSEDED SURVEY CONTROL
 NE0735
 NE0735  NGVD 29 (??/??/92)  280.263  (m)          919.50   (f) ADJ UNCH    2 0
 NE0735
 NE0735.Superseded values are not recommended for survey control.
 NE0735
 NE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0735.See file dsdata.pdf to determine how the superseded data were derived.
 NE0735
 NE0735_MARKER: B = BOLT
 NE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0735_STAMPING: 59-1/2
 NE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0735+STABILITY: SURFACE MOTION
 NE0735
 NE0735  HISTORY     - Date     Condition        Report By
 NE0735  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0735  HISTORY     - 1938     GOOD             CGS
 NE0735  HISTORY     - 1973     GOOD             LOCSUR
 NE0735  HISTORY     - 20041222 MARK NOT FOUND   ADVGEO
 NE0735  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0735
 NE0735                          STATION DESCRIPTION
 NE0735
 NE0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0735'0.6 MI W FROM SOUTH LYON.
 NE0735'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0735'STATION AT SOUTH LYON, OAKLAND COUNTY, 140 YARDS WEST OF A
 NE0735'DIRT-ROAD CROSSING, 57 YARDS WEST OF SIGNAL 3 LD, 16 YARDS
 NE0735'NORTHWEST OF A FARM-ROAD CROSSING, 15 YARDS NORTH OF THE NORTH
 NE0735'RAIL, 6 FEET SOUTHWEST OF AN APPLE TREE, AND ABOUT 5 FEET LOWER
 NE0735'THAN THE TRACK.  A COPPER BOLT, STAMPED 59-1/2 AND SET IN THE
 NE0735'TOP OF A CONCRETE POST.  NOTE-- CHANGE SIGNAL 3LD TO NO. 594,
 NE0735'CHANGE 16YDS. NORTHWEST OF A FARM ROAD CROSSING TO 16YDS. NW
 NE0735'OF WASHINGTON ST. CROSSING.  CHANGE 140YDS. WEST OF DIRT ROAD
 NE0735'CROSSING TO 140 YDS. WEST OF PONTIAC ROAD CROSSING.
 NE0735
 NE0735                          STATION RECOVERY (1973)
 NE0735
 NE0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0735'RECOVERED IN GOOD CONDITION.
 NE0735
 NE0735                          STATION RECOVERY (2004)
 NE0735
 NE0735'RECOVERY NOTE BY ADVANCED GEOMATICS 2004
 NE0735'RAILROAD TRACKS REMOVED FOR RAILS TO TRAILS PROGRAM.  ORIGINAL DIRT
 NE0735'ROADS NOW HAVE A BITUMINOUS SURFACE.  SURROUNDING SURFACE AREAS HAVE
 NE0735'BEEN RAISED AND LEVELED APPROX. 3-4 FEET.  THIS AREA IS NOW A CITY
 NE0735'PARK.
 NE0735
 NE0735                          STATION RECOVERY (2006)
 NE0735
 NE0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0735'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0349 ***********************************************************************
 OK0349  DESIGNATION -  59 1/2
 OK0349  PID         -  OK0349
 OK0349  STATE/COUNTY-  MI/KENT
 OK0349  COUNTRY     -  US
 OK0349  USGS QUAD   -  CEDAR SPRINGS (2017)
 OK0349
 OK0349                         *CURRENT SURVEY CONTROL
 OK0349  ______________________________________________________________________
 OK0349* NAD 83(1986) POSITION- 43 12 31.     (N) 085 36 36.     (W)   SCALED
 OK0349* NAVD 88 ORTHO HEIGHT -   263.011 (meters)      862.90  (feet) ADJUSTED
 OK0349  ______________________________________________________________________
 OK0349  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 OK0349  DYNAMIC HEIGHT  -        262.950 (meters)      862.70  (feet) COMP
 OK0349  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 OK0349
 OK0349  VERT ORDER      -  SECOND    CLASS 0
 OK0349
 OK0349.The horizontal coordinates were scaled from a map and have
 OK0349.an estimated accuracy of +/- 6 seconds.
 OK0349
 OK0349.The orthometric height was determined by differential leveling and
 OK0349.adjusted by the NATIONAL GEODETIC SURVEY
 OK0349.in June 1991.
 OK0349
 OK0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0349.GEOID18 height accuracy estimate available here.
 OK0349
 OK0349.Click photographs - Photos may exist for this station.
 OK0349
 OK0349.The dynamic height is computed by dividing the NAVD 88
 OK0349.geopotential number by the normal gravity value computed on the
 OK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0349.degrees latitude (g = 980.6199 gals.).
 OK0349
 OK0349.The modeled gravity was interpolated from observed gravity values.
 OK0349
 OK0349;                    North         East    Units  Estimated Accuracy
 OK0349;SPC MI S     -   190,540.    3,898,970.      MT  (+/- 180 meters Scaled)
 OK0349
 OK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN129849(NAD 83)
 OK0349
 OK0349                          SUPERSEDED SURVEY CONTROL
 OK0349
 OK0349  NGVD 29 (??/??/92)  263.138  (m)          863.31   (f) ADJ UNCH    2 0
 OK0349
 OK0349.Superseded values are not recommended for survey control.
 OK0349
 OK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0349.See file dsdata.pdf to determine how the superseded data were derived.
 OK0349
 OK0349_MARKER: Z = SEE DESCRIPTION
 OK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0349_STAMPING: 59 1/2
 OK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0349+STABILITY: SURFACE MOTION
 OK0349
 OK0349  HISTORY     - Date     Condition        Report By
 OK0349  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0349  HISTORY     - 1934     GOOD             CGS
 OK0349  HISTORY     - 1965     GOOD             USGS
 OK0349
 OK0349                          STATION DESCRIPTION
 OK0349
 OK0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0349'3 MI W FROM CEDAR SPRINGS.
 OK0349'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OK0349'THE STATION AT CEDAR SPRINGS, KENT COUNTY, 70 YARDS EAST OF THE
 OK0349'CENTER OF A GRAVEL-ROAD CROSSING, 40 FEET SOUTH OF THE SOUTH
 OK0349'RAIL, 1 FOOT NORTH OF A FENCE LINE, AND ABOUT 2 FEET HIGHER
 OK0349'THAN THE TOP OF THE RAIL.  A BRASS PLUG, STAMPED 59 1/2 AND
 OK0349'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OK0349'ABOVE GROUND.
 OK0349
 OK0349                          STATION RECOVERY (1965)
 OK0349
 OK0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6826 ***********************************************************************
 AA6826  DESIGNATION -  59 250
 AA6826  PID         -  AA6826
 AA6826  STATE/COUNTY-  MI/WAYNE
 AA6826  COUNTRY     -  US
 AA6826  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6826
 AA6826                         *CURRENT SURVEY CONTROL
 AA6826  ______________________________________________________________________
 AA6826* NAD 83(2011) POSITION- 42 24 18.28262(N) 083 01 22.66994(W)   ADJUSTED
 AA6826* NAD 83(2011) ELLIP HT-   157.106 (meters)        (06/27/12)   ADJUSTED
 AA6826* NAD 83(2011) EPOCH   -  2010.00
 AA6826* NAVD 88 ORTHO HEIGHT -   191.5   (meters)      628.    (feet) GPS OBS
 AA6826  ______________________________________________________________________
 AA6826  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6826  GEOID HEIGHT    -         -34.43 (meters)                     GEOID93
 AA6826  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 AA6826  NAD 83(2011) X  -    572,967.765 (meters)                     COMP
 AA6826  NAD 83(2011) Y  - -4,681,960.535 (meters)                     COMP
 AA6826  NAD 83(2011) Z  -  4,279,040.871 (meters)                     COMP
 AA6826  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AA6826
 AA6826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6826  Standards:
 AA6826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6826  -------------------------------------------------------------------
 AA6826  NETWORK    1.27   1.27           0.59   0.42   0.65     -0.06592454
 AA6826  -------------------------------------------------------------------
 AA6826  Click here for local accuracies and other accuracy information.
 AA6826
 AA6826.This mark is at Detroit City Airport (DET)
 AA6826
 AA6826.The horizontal coordinates were established by GPS observations
 AA6826.and adjusted by the National Geodetic Survey in June 2012.
 AA6826
 AA6826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6826.been affixed to the stable North American tectonic plate. See 
 AA6826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6826
 AA6826.The horizontal coordinates are valid at the epoch date displayed above
 AA6826.which is a decimal equivalence of Year/Month/Day.
 AA6826
 AA6826.The orthometric height was determined by GPS observations and a
 AA6826.high-resolution geoid model.
 AA6826
 AA6826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6826.GEOID18 height accuracy estimate available here.
 AA6826
 AA6826.Click photographs - Photos may exist for this station.
 AA6826
 AA6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6826
 AA6826.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6826
 AA6826.The ellipsoidal height was determined by GPS observations
 AA6826.and is referenced to NAD 83.
 AA6826
 AA6826. The following values were computed from the NAD 83(2011) position.
 AA6826
 AA6826;                    North         East     Units Scale Factor Converg.
 AA6826;SPC MI S     -   101,416.723 4,110,606.811   MT  0.99994174   +0 54 51.9
 AA6826;SPC MI S     -   332,732.03 13,486,242.82   iFT  0.99994174   +0 54 51.9
 AA6826;UTM  17      - 4,696,735.534   333,526.508   MT  0.99994099   -1 21 52.3
 AA6826
 AA6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6826!SPC MI S     -   0.99997536  x   0.99994174  =   0.99991710
 AA6826!UTM  17      -   0.99997536  x   0.99994099  =   0.99991635
 AA6826
 AA6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3352696735(NAD 83)
 AA6826
 AA6826                          SUPERSEDED SURVEY CONTROL
 AA6826
 AA6826  NAD 83(2007)-  42 24 18.28276(N)    083 01 22.67096(W) AD(2002.00) 0
 AA6826  ELLIP H (02/10/07)  157.096  (m)                       GP(2002.00)    
 AA6826  ELLIP H (07/12/02)  157.141  (m)                       GP(       ) 4 1
 AA6826  NAD 83(1994)-  42 24 18.28283(N)    083 01 22.67066(W) AD(       ) 1
 AA6826  ELLIP H (02/03/97)  157.176  (m)                       GP(       ) 4 1
 AA6826  NAD 83(1986)-  42 24 18.28724(N)    083 01 22.70228(W) AD(       ) 1
 AA6826
 AA6826.Superseded values are not recommended for survey control.
 AA6826
 AA6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6826.See file dsdata.pdf to determine how the superseded data were derived.
 AA6826
 AA6826_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6826_STAMPING: 59-250 1960
 AA6826_MARK LOGO: MI-163
 AA6826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6826+STABILITY: SURFACE MOTION
 AA6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6826+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6826
 AA6826  HISTORY     - Date     Condition        Report By
 AA6826  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6826  HISTORY     - 20140626 MARK NOT FOUND   COMPDA
 AA6826
 AA6826                          STATION DESCRIPTION
 AA6826
 AA6826'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6826'STATION IS LOCATED ON THE WEST SIDE OF THE DETROIT CITY AIRPORT ON VAN
 AA6826'DYKE ROAD AT LYNCH STREET. TO REACH FROM THE INTERSECTION OF
 AA6826'INTERSTATE I-94 AND M-53 (VAN DYKE) PROCEED NORTH 1.5 MILESON VAN DYKE
 AA6826'TO LYNCH STREET AND THE STATION IN THE NORTHEAST QUADRANT. THE STATION
 AA6826'IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6826'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND SET
 AA6826'FLUSH WITH THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE
 AA6826'INTERSECTION OF TWO SIDEWALKS.
 AA6826
 AA6826                          STATION RECOVERY (2014)
 AA6826
 AA6826'RECOVERY NOTE BY COMPASSDATA INC 2014 (NK)
 AA6826'MONUMENT BOX IS PRESENT BUT BRASS CAP HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1295 ***********************************************************************
 RJ1295  DESIGNATION -  59 C6M 135
 RJ1295  PID         -  RJ1295
 RJ1295  STATE/COUNTY-  MI/CHIPPEWA
 RJ1295  COUNTRY     -  US
 RJ1295  USGS QUAD   -  OAK RIDGE (2017)
 RJ1295
 RJ1295                         *CURRENT SURVEY CONTROL
 RJ1295  ______________________________________________________________________
 RJ1295* NAD 83(1994) POSITION- 46 18 51.59003(N) 084 07 55.73163(W)   ADJUSTED
 RJ1295* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) VERTCON3
 RJ1295  ______________________________________________________________________
 RJ1295  GEOID HEIGHT    -        -36.597 (meters)                     GEOID18
 RJ1295  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 RJ1295  HORZ ORDER      -  SECOND
 RJ1295
 RJ1295.The horizontal coordinates were established by classical geodetic methods
 RJ1295.and adjusted by the National Geodetic Survey in February 1997.
 RJ1295
 RJ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1295
 RJ1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1295.GEOID18 height accuracy estimate available here.
 RJ1295
 RJ1295.Click photographs - Photos may exist for this station.
 RJ1295
 RJ1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1295
 RJ1295. The following values were computed from the NAD 83(1994) position.
 RJ1295
 RJ1295;                    North         East     Units Scale Factor Converg.
 RJ1295;SPC MI N     -   174,156.164 8,220,822.361   MT  0.99990296   +2 04 22.3
 RJ1295;SPC MI N     -   571,378.49 26,971,201.97   iFT  0.99990296   +2 04 22.3
 RJ1295;UTM  16      - 5,132,970.369   720,799.494   MT  1.00019933   +2 04 28.9
 RJ1295
 RJ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1295!SPC MI N     -   0.99997748  x   0.99990296  =   0.99988044
 RJ1295!UTM  16      -   0.99997748  x   1.00019933  =   1.00017680
 RJ1295
 RJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2079932970(NAD 83)
 RJ1295
 RJ1295                          SUPERSEDED SURVEY CONTROL
 RJ1295
 RJ1295  NAD 83(1986)-  46 18 51.58247(N)    084 07 55.72852(W) AD(       ) 2
 RJ1295  NGVD 29 (05/22/90)  180.     (m)          591.     (f) VERT ANG       
 RJ1295
 RJ1295.Superseded values are not recommended for survey control.
 RJ1295
 RJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1295.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1295
 RJ1295_MARKER: DS = TRIANGULATION STATION DISK
 RJ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1295+STABILITY: SURFACE MOTION
 RJ1295
 RJ1295  HISTORY     - Date     Condition        Report By
 RJ1295  HISTORY     - 1988     MONUMENTED       USACE
 RJ1295
 RJ1295                          STATION DESCRIPTION
 RJ1295
 RJ1295'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1295'THE STATION IS LOCATED ABOUT 26.2 KM (16.3 MI) SOUTHEAST OF SAULT STE
 RJ1295'MARIE,
 RJ1295'37.7 KM (23.4 MI) EAST-NORTHEAST OF RUDYARD AND 39.9 KM (24.8 MI)
 RJ1295'NORTH-NORTHWEST
 RJ1295'OF DETOUR VILLAGE IN SEC 12, T45N-R2E ON AN ISLAND
 RJ1295'REFERRED TO AS CCN-40.
 RJ1295'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1295'
 RJ1295'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1295'MI,
 RJ1295'TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1295'LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ1295'BRIDGE CROSSING THE
 RJ1295'CHARLOTTE RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO A GRAVEL
 RJ1295'ROAD TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES
 RJ1295'ALONG MIDDLE NEEBISH CHANNEL TO SMALL MAN-MADE ISLAND ON THE SOUTH
 RJ1295'SIDE OF CHANNEL AND THE STATION.
 RJ1295'
 RJ1295'THE STATION IS A STANDARD COE
 RJ1295'DISK SET INTO A CONCRETE MONUMENT LOCATED ON THE HIGHEST POINT ON
 RJ1295'THE ISLAND
 RJ1295'UNDER A LARGE RUSTED TRIPOD WITH NO BOARDS.
 RJ1295'
 RJ1295'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0933 ***********************************************************************
 RJ0933  DESIGNATION -  59 NEEBISH
 RJ0933  PID         -  RJ0933
 RJ0933  STATE/COUNTY-  MI/CHIPPEWA
 RJ0933  COUNTRY     -  US
 RJ0933  USGS QUAD   -  OAK RIDGE (2017)
 RJ0933
 RJ0933                         *CURRENT SURVEY CONTROL
 RJ0933  ______________________________________________________________________
 RJ0933* NAD 83(1994) POSITION- 46 18 39.70218(N) 084 07 40.29692(W)   ADJUSTED
 RJ0933* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) VERTCON3
 RJ0933  ______________________________________________________________________
 RJ0933  GEOID HEIGHT    -        -36.596 (meters)                     GEOID18
 RJ0933  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 RJ0933  HORZ ORDER      -  SECOND
 RJ0933
 RJ0933.The horizontal coordinates were established by classical geodetic methods
 RJ0933.and adjusted by the National Geodetic Survey in February 1997.
 RJ0933
 RJ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0933
 RJ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0933.GEOID18 height accuracy estimate available here.
 RJ0933
 RJ0933.Click photographs - Photos may exist for this station.
 RJ0933
 RJ0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0933
 RJ0933. The following values were computed from the NAD 83(1994) position.
 RJ0933
 RJ0933;                    North         East     Units Scale Factor Converg.
 RJ0933;SPC MI N     -   173,801.331 8,221,165.640   MT  0.99990293   +2 04 33.4
 RJ0933;SPC MI N     -   570,214.34 26,972,328.22   iFT  0.99990293   +2 04 33.4
 RJ0933;UTM  16      - 5,132,615.442   721,142.886   MT  1.00020119   +2 04 39.7
 RJ0933
 RJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0933!SPC MI N     -   0.99997792  x   0.99990293  =   0.99988085
 RJ0933!UTM  16      -   0.99997792  x   1.00020119  =   1.00017911
 RJ0933
 RJ0933:                Primary Azimuth Mark                     Grid Az
 RJ0933:SPC MI N     -  DOCK                                     008 32 12.3
 RJ0933:UTM  16      -  DOCK                                     008 32 06.0
 RJ0933
 RJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2114232615(NAD 83)
 RJ0933
 RJ0933|---------------------------------------------------------------------|
 RJ0933| PID    Reference Object                     Distance      Geod. Az  |
 RJ0933|                                                           dddmmss.s |
 RJ0933| RJ0931 DOCK                                APPROX. 0.9 KM 0103645.7 |
 RJ0933| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.3 KM 0245628.4 |
 RJ0933| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.3 KM 0272227.3 |
 RJ0933| RJ0929 STRIBLING PT FRONT RNG LIGHT        APPROX. 1.2 KM 0794227.7 |
 RJ0933|---------------------------------------------------------------------|
 RJ0933
 RJ0933                          SUPERSEDED SURVEY CONTROL
 RJ0933
 RJ0933  NAD 83(1986)-  46 18 39.69409(N)    084 07 40.29402(W) AD(       ) 2
 RJ0933  NAD 83(1986)-  46 18 39.68439(N)    084 07 40.30461(W) AD(       ) 1
 RJ0933  USSD        -  46 18 40.35400(N)    084 07 39.42500(W) AD(       ) 3
 RJ0933  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ0933
 RJ0933.Superseded values are not recommended for survey control.
 RJ0933
 RJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0933.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0933
 RJ0933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0933+STABILITY: SURFACE MOTION
 RJ0933
 RJ0933  HISTORY     - Date     Condition        Report By
 RJ0933  HISTORY     - 1894     MONUMENTED       USLS
 RJ0933  HISTORY     - 1968     GOOD             USACE
 RJ0933  HISTORY     - 1987     GOOD             NOS
 RJ0933  HISTORY     - 1988     GOOD             USACE
 RJ0933  HISTORY     - 19940719 GOOD             USPSQD
 RJ0933
 RJ0933                          STATION DESCRIPTION
 RJ0933
 RJ0933'DESCRIBED BY US LAKE SURVEY 1894
 RJ0933'ON HEN ISLAND IN THE NW PART OF LITTLE MUD LAKE, NEAR THE OUTLET OF
 RJ0933'MIDDLE NEEBISH CHANNEL.  IT IS 9.3 FEET SW OF THE NEAREST POINT OF
 RJ0933'THE STEEL RANGE IN A CONCRETE BASE WHICH FORMS THE FRONT RANGE FOR
 RJ0933'THE LOWER REACH OF THE EAST NEEBISH CHANNEL.  IT IS 60 FEET FROM THE
 RJ0933'E END OF THE ISLAND AND 30 FEET SW OF THE WATER AT THE NEAREST POINT.
 RJ0933'IT IS USED AS A BUOY STATION FOR PLACING BUOYS.
 RJ0933'
 RJ0933'STATION MARK IS A 1/2-INCH DRILL HOLE IN A SQUARED STONE 15 INCHES
 RJ0933'BELOW THE SURFACE OF THE GROUND.  A STANDARD I B C BRONZE DISK SET
 RJ0933'IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER BY 20 INCHES LONG IS
 RJ0933'PLUMBED OVER THE STATION, WITH THE TOP 5 INCHES ABOVE GROUND IN A
 RJ0933'CAIRN.  A 15-FOOT WHITE TRIPOD WITH AN OBSERVING PLATFORM IS OVER
 RJ0933'THE STATION.
 RJ0933
 RJ0933                          STATION RECOVERY (1968)
 RJ0933
 RJ0933'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0933'RECOVERED IN GOOD CONDITION.
 RJ0933
 RJ0933                          STATION RECOVERY (1987)
 RJ0933
 RJ0933'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ0933'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0933'THE STATION WAS USED AS A CLOSING STATION FOR A TRAVERSE
 RJ0933'FROM SAULT STE MARIE.
 RJ0933'
 RJ0933'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0933'
 RJ0933'RECOVERED BY R DECROIX.
 RJ0933
 RJ0933                          STATION RECOVERY (1988)
 RJ0933
 RJ0933'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0933'THE STATION IS LOCATED ABOUT 26.7 KM (16.6 MI) SOUTHEAST OF SAULT STE
 RJ0933'MARIE,
 RJ0933'37.8 KM (23.5 MI) EAST-NORTHEAST OF RUDYARD,
 RJ0933'39.4 KM (24.5 MI) NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ0933'IN SEC 12, T45N-R2E ON SMALL ISLAND
 RJ0933'REFERRED TO AS CCN-39 AKA CHICKEN ISLAND.
 RJ0933'OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ0933'
 RJ0933'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI,  GO
 RJ0933'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ0933'TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ0933'BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE
 RJ0933'TURN RIGHT AND GO EAST ONTO A GRAVEL ROAD AND
 RJ0933'FOLLOW IT TO THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ0933'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE MUNUSCONG
 RJ0933'CHANNEL, CONTINUE GOING UPRIVER FOR 5 MINUTES AROUND A MAN MADE
 RJ0933'ISLAND TO A SMALLER ISLAND CALLED CHICKEN ISLAND WHERE THE STATION
 RJ0933'IS LOCATED.
 RJ0933'
 RJ0933'THE STATION IS A STANDARD IBC DISK
 RJ0933'THAT IS ---UNSTAMPED---,
 RJ0933'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ0933'15 CM IN DIAMETER FLUSH WITH GROUND  LOCATED
 RJ0933'4.6 METERS (15 FT) FROM
 RJ0933'THE WATER,
 RJ0933'2.9 METERS (9.5 FT) WEST FROM AN ABANDONED NAVIGATION LIGHT SLAB.
 RJ0933'
 RJ0933'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0933
 RJ0933                          STATION RECOVERY (1994)
 RJ0933
 RJ0933'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1296 ***********************************************************************
 RJ1296  DESIGNATION -  59 R C7M 081
 RJ1296  PID         -  RJ1296
 RJ1296  STATE/COUNTY-  MI/CHIPPEWA
 RJ1296  COUNTRY     -  US
 RJ1296  USGS QUAD   -  OAK RIDGE (2017)
 RJ1296
 RJ1296                         *CURRENT SURVEY CONTROL
 RJ1296  ______________________________________________________________________
 RJ1296* NAD 83(1994) POSITION- 46 17 31.30320(N) 084 07 34.91540(W)   ADJUSTED
 RJ1296* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) VERTCON3
 RJ1296  ______________________________________________________________________
 RJ1296  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 RJ1296  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 RJ1296  HORZ ORDER      -  SECOND
 RJ1296
 RJ1296.The horizontal coordinates were established by classical geodetic methods
 RJ1296.and adjusted by the National Geodetic Survey in February 1997.
 RJ1296
 RJ1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1296
 RJ1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1296.GEOID18 height accuracy estimate available here.
 RJ1296
 RJ1296.Click photographs - Photos may exist for this station.
 RJ1296
 RJ1296.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1296
 RJ1296. The following values were computed from the NAD 83(1994) position.
 RJ1296
 RJ1296;                    North         East     Units Scale Factor Converg.
 RJ1296;SPC MI N     -   171,695.140 8,221,357.236   MT  0.99990284   +2 04 37.3
 RJ1296;SPC MI N     -   563,304.27 26,972,956.81   iFT  0.99990284   +2 04 37.3
 RJ1296;UTM  16      - 5,130,508.626   721,334.591   MT  1.00020224   +2 04 41.2
 RJ1296
 RJ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1296!SPC MI N     -   0.99997795  x   0.99990284  =   0.99988079
 RJ1296!UTM  16      -   0.99997795  x   1.00020224  =   1.00018019
 RJ1296
 RJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2133430508(NAD 83)
 RJ1296
 RJ1296                          SUPERSEDED SURVEY CONTROL
 RJ1296
 RJ1296  NAD 83(1986)-  46 17 31.29498(N)    084 07 34.91423(W) AD(       ) 2
 RJ1296  NGVD 29 (05/22/90)  177.3    (m)          582.     (f) VERT ANG       
 RJ1296
 RJ1296.Superseded values are not recommended for survey control.
 RJ1296
 RJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1296.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1296
 RJ1296_MARKER: DS = TRIANGULATION STATION DISK
 RJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1296+STABILITY: SURFACE MOTION
 RJ1296
 RJ1296  HISTORY     - Date     Condition        Report By
 RJ1296  HISTORY     - 1988     MONUMENTED       USACE
 RJ1296
 RJ1296                          STATION DESCRIPTION
 RJ1296
 RJ1296'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1296'THE STATION IS LOCATED ABOUT 28.5 KM (17.7 MI) SOUTHEAST OF SAULT STE
 RJ1296'MARIE, 37.5 KM (23.3 MI) EAST-NORTHEAST OF RUDYARD AND 37.5 KM
 RJ1296'(23.3 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 4,
 RJ1296'SEC
 RJ1296'13, T45N-R2E.
 RJ1296'OWNERSHIP---EDIE, THERON AND RACHEL
 RJ1296'
 RJ1296'TO REACH STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL EAST
 RJ1296'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1296'TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE
 RJ1296'TO BRIDGE CROSSING THE CHARLOTTE
 RJ1296'RIVER. AT THE NORTH END OF BRIDGE TURN RIGHT ONTO A GRAVEL ROAD TO
 RJ1296'THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG
 RJ1296'MIDDLE NEEBISH CHANNEL TO THE MUNUSCONG CHANNEL, THEN KEEP
 RJ1296'TRAVELING UPRIVER FOR 9 MINUTES TO WEST SIDE OF CHANNEL WHERE
 RJ1296'STATION IS LOCATED.
 RJ1296'
 RJ1296'THE STATION IS A STANDARD COE DISK EMBEDDED IN CONCRETE LOCATED
 RJ1296'UNDER A WHITE TRIPOD ON FIELD POINT AND 13.4 METERS (44 FT) FROM
 RJ1296'EDGE OF WATER.
 RJ1296'
 RJ1296'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0850 ***********************************************************************
 OJ0850  DESIGNATION -  59 USE
 OJ0850  PID         -  OJ0850
 OJ0850  STATE/COUNTY-  MI/HURON
 OJ0850  COUNTRY     -  US
 OJ0850  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0850
 OJ0850                         *CURRENT SURVEY CONTROL
 OJ0850  ______________________________________________________________________
 OJ0850* NAD 83(1994) POSITION- 43 50 29.11448(N) 082 38 39.73678(W)   ADJUSTED
 OJ0850* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 OJ0850  ______________________________________________________________________
 OJ0850  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 OJ0850  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 OJ0850  HORZ ORDER      -  SECOND
 OJ0850
 OJ0850.The horizontal coordinates were established by classical geodetic methods
 OJ0850.and adjusted by the National Geodetic Survey in February 1997.
 OJ0850
 OJ0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0850
 OJ0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0850.GEOID18 height accuracy estimate available here.
 OJ0850
 OJ0850.Click photographs - Photos may exist for this station.
 OJ0850
 OJ0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0850
 OJ0850. The following values were computed from the NAD 83(1994) position.
 OJ0850
 OJ0850;                    North         East     Units Scale Factor Converg.
 OJ0850;SPC MI S     -   261,512.103 4,138,502.920   MT  1.00004643   +1 10 19.5
 OJ0850;SPC MI S     -   857,979.34 13,577,765.49   iFT  1.00004643   +1 10 19.5
 OJ0850;UTM  17      - 4,855,574.111   367,812.593   MT  0.99981492   -1 08 21.0
 OJ0850
 OJ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0850!SPC MI S     -   0.99997768  x   1.00004643  =   1.00002411
 OJ0850!UTM  17      -   0.99997768  x   0.99981492  =   0.99979261
 OJ0850
 OJ0850:                Primary Azimuth Mark                     Grid Az
 OJ0850:SPC MI S     -  HURON A POINT                            013 44 09.2
 OJ0850:UTM  17      -  HURON A POINT                            016 02 49.7
 OJ0850
 OJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6781255574(NAD 83)
 OJ0850
 OJ0850|---------------------------------------------------------------------|
 OJ0850| PID    Reference Object                     Distance      Geod. Az  |
 OJ0850|                                                           dddmmss.s |
 OJ0850| OJ0858 HURON A POINT                       APPROX. 0.5 KM 0145428.7 |
 OJ0850| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 0.6 KM 3181345.2 |
 OJ0850| OJ0859 HURON                               APPROX. 0.5 KM 3481031.1 |
 OJ0850|---------------------------------------------------------------------|
 OJ0850
 OJ0850                          SUPERSEDED SURVEY CONTROL
 OJ0850
 OJ0850  NAD 83(1986)-  43 50 29.09978(N)    082 38 39.76116(W) AD(       ) 2
 OJ0850  NAD 27      -  43 50 29.04288(N)    082 38 40.02284(W) AD(       ) 2
 OJ0850  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OJ0850
 OJ0850.Superseded values are not recommended for survey control.
 OJ0850
 OJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0850.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0850
 OJ0850_MARKER: B = BOLT
 OJ0850_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0850
 OJ0850  HISTORY     - Date     Condition        Report By
 OJ0850  HISTORY     - 1980     MONUMENTED       NOS
 OJ0850  HISTORY     - 1986     MARK NOT FOUND   LOCENG
 OJ0850
 OJ0850                          STATION DESCRIPTION
 OJ0850
 OJ0850'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0850'THE STATION IS LOCATED IN HARBOR BEACH NEAR THE EAST END OF
 OJ0850'THE MUNICIPAL PIER AT THE FOOT OF TRESCOTT STREET.
 OJ0850'
 OJ0850'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142 IN
 OJ0850'HARBOR BEACH GO SOUTH ON HIGHWAY M25 FOR TWO BLOCKS TO
 OJ0850'TRESCOTT STREET.  TURN LEFT ON TRESCOTT STREET AND GO EAST TO
 OJ0850'THE END OF THE ROAD.  WALK OUT TO THE END OF THE DOCK AND THE
 OJ0850'STATION.
 OJ0850'
 OJ0850'THE STATION IS THE CENTER PUNCH MARK ON THE TOP OF A 2 CM
 OJ0850'HEXAGONAL STEEL BOLT FLUSH WITH THE WOOD DOCK PLANKING.
 OJ0850'IT IS LOCATED
 OJ0850'5.70 METERS (18.7 FT) SOUTHEAST FROM A LIGHTPOST.
 OJ0850'2.48 METERS (8.14 FT) SOUTH FROM THE EAST INNER STEEL BEAM
 OJ0850'SUPPORT OF THE STEEL WALKWAY ON THE NORTH SIDE OF THE DOCK.
 OJ0850'1.09 METERS (3.57 FT) NORTH FROM THE EAST INNER STEEL BEAM
 OJ0850'SUPPORT OF THE STEEL WALKWAY ON THE SOUTH SIDE OF THE DOCK.
 OJ0850'
 OJ0850'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
 OJ0850'
 OJ0850'DESCRIBED BY T. KUCHCIAK.
 OJ0850
 OJ0850                          STATION RECOVERY (1986)
 OJ0850
 OJ0850'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986 (DH)
 OJ0850'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0349 ***********************************************************************
 PK0349  DESIGNATION -  59 WPR
 PK0349  PID         -  PK0349
 PK0349  STATE/COUNTY-  MI/IOSCO
 PK0349  COUNTRY     -  US
 PK0349  USGS QUAD   -  SOUTH BRANCH (2017)
 PK0349
 PK0349                         *CURRENT SURVEY CONTROL
 PK0349  ______________________________________________________________________
 PK0349* NAD 83(2011) POSITION- 44 28 06.14173(N) 083 53 07.14695(W)   ADJUSTED
 PK0349* NAD 83(2011) ELLIP HT-   250.508 (meters)        (06/27/12)   ADJUSTED
 PK0349* NAD 83(2011) EPOCH   -  2010.00
 PK0349* NAVD 88 ORTHO HEIGHT -   285.6   (meters)      937.    (feet) GPS OBS
 PK0349  ______________________________________________________________________
 PK0349  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PK0349  GEOID HEIGHT    -        -35.030 (meters)                     GEOID90
 PK0349  GEOID HEIGHT    -        -35.110 (meters)                     GEOID18
 PK0349  NAD 83(2011) X  -    485,656.708 (meters)                     COMP
 PK0349  NAD 83(2011) Y  - -4,533,410.065 (meters)                     COMP
 PK0349  NAD 83(2011) Z  -  4,445,556.291 (meters)                     COMP
 PK0349  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 PK0349
 PK0349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PK0349  Standards:
 PK0349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PK0349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PK0349  -------------------------------------------------------------------
 PK0349  NETWORK    2.17   3.72           0.86   0.91   1.90      0.16673728
 PK0349  -------------------------------------------------------------------
 PK0349  Click here for local accuracies and other accuracy information.
 PK0349
 PK0349.The horizontal coordinates were established by GPS observations
 PK0349.and adjusted by the National Geodetic Survey in June 2012.
 PK0349
 PK0349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PK0349.been affixed to the stable North American tectonic plate. See 
 PK0349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PK0349
 PK0349.The horizontal coordinates are valid at the epoch date displayed above
 PK0349.which is a decimal equivalence of Year/Month/Day.
 PK0349
 PK0349.The orthometric height was determined by GPS observations and a
 PK0349.high-resolution geoid model.
 PK0349
 PK0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0349.GEOID18 height accuracy estimate available here.
 PK0349
 PK0349.Click photographs - Photos may exist for this station.
 PK0349
 PK0349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0349
 PK0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0349
 PK0349.The ellipsoidal height was determined by GPS observations
 PK0349.and is referenced to NAD 83.
 PK0349
 PK0349. The following values were computed from the NAD 83(2011) position.
 PK0349
 PK0349;                    North         East     Units Scale Factor Converg.
 PK0349;SPC MI C     -   128,092.132 6,038,299.830   MT  0.99994686   +0 20 24.1
 PK0349;SPC MI C     -   420,249.78 19,810,694.98   iFT  0.99994686   +0 20 24.1
 PK0349;UTM  17      - 4,927,945.893   270,497.766   MT  1.00024779   -2 01 19.5
 PK0349
 PK0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0349!SPC MI C     -   0.99996072  x   0.99994686  =   0.99990758
 PK0349!UTM  17      -   0.99996072  x   1.00024779  =   1.00020850
 PK0349
 PK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7049727945(NAD 83)
 PK0349
 PK0349                          SUPERSEDED SURVEY CONTROL
 PK0349
 PK0349  NAD 83(2007)-  44 28 06.14240(N)    083 53 07.14752(W) AD(2002.00) 0
 PK0349  ELLIP H (02/10/07)  250.564  (m)                       GP(2002.00)    
 PK0349  ELLIP H (07/17/02)  250.565  (m)                       GP(       ) 4 1
 PK0349  NAD 83(1994)-  44 28 06.14229(N)    083 53 07.14776(W) AD(       ) 1
 PK0349  ELLIP H (02/03/97)  250.560  (m)                       GP(       ) 4 1
 PK0349  NAD 83(1986)-  44 28 06.13266(N)    083 53 07.15329(W) AD(       ) 1
 PK0349
 PK0349.Superseded values are not recommended for survey control.
 PK0349
 PK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0349.See file dsdata.pdf to determine how the superseded data were derived.
 PK0349
 PK0349_MARKER: DD = SURVEY DISK
 PK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0349_STAMPING: 59 WPR 1965
 PK0349_MARK LOGO: USGS
 PK0349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0349+STABILITY: SURFACE MOTION
 PK0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0349+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 PK0349
 PK0349  HISTORY     - Date     Condition        Report By
 PK0349  HISTORY     - 1965     MONUMENTED       USGS
 PK0349  HISTORY     - 19910801 GOOD             USFS
 PK0349
 PK0349                          STATION DESCRIPTION
 PK0349
 PK0349'DESCRIBED BY US FOREST SERVICE 1991
 PK0349'FROM THE INTERSECTION OF F-17 AND EAST COUNTY LINE ROAD FOR OGEMAW
 PK0349'COUNTY OR SOUTH BRANCH ROAD IN IOSCO COUNTY, AT THE POST OFFICE IN
 PK0349'SOUTH BRANCH PROCEED NORTH ON SOUTH BRANCH ROAD, 0.22 MI (0.35 KM) TO
 PK0349'THE STATION ON RIGHT, 52 FT (15.8 M) EAST OF THE CENTERLINE OF SOUTH
 PK0349'BRANCH ROAD, 43 FT (13.1 M) NORTH OF THE NORTHWEST CORNER OF A
 PK0349'CONCRETE BLOCK AIRCRAFT HANGER, 1 FT (0.3 M) SOUTH OF A FIBERGLASS
 PK0349'SURVEY MARKER POST, 0.5 FT (0.2 M) WEST OF A METAL SURVEY MARKER POST,
 PK0349'MAP POSITION IS NEAR THE SOUTH 1/16 CORNER ON THE WEST LINE OF SECTION
 PK0349'18 T24N R5E. STATI0N CONSISTS OF A STANDARD 3 3/4 INCH DISK SET INTO
 PK0349'THE TOP OF A 7 INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE
 PK0349'GROUND.  I DO NOT HAVE THE ORIGINAL STATION DESCRIPTION, SO I AM
 PK0349'UNAWARE OF ANY UNDERGROUND MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0084 ***********************************************************************
 NG0084  DESIGNATION -  590.68
 NG0084  PID         -  NG0084
 NG0084  STATE/COUNTY-  MI/BERRIEN
 NG0084  COUNTRY     -  US
 NG0084  USGS QUAD   -  BENTON HARBOR (2017)
 NG0084
 NG0084                         *CURRENT SURVEY CONTROL
 NG0084  ______________________________________________________________________
 NG0084* NAD 83(1986) POSITION- 42 06 58.     (N) 086 28 08.     (W)   SCALED
 NG0084* NAVD 88 ORTHO HEIGHT -   179.672 (meters)      589.47  (feet) ADJUSTED
 NG0084  ______________________________________________________________________
 NG0084  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 NG0084  DYNAMIC HEIGHT  -        179.613 (meters)      589.28  (feet) COMP
 NG0084  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 NG0084
 NG0084  VERT ORDER      -  SECOND    CLASS 0
 NG0084
 NG0084.The horizontal coordinates were scaled from a map and have
 NG0084.an estimated accuracy of +/- 6 seconds.
 NG0084
 NG0084.The orthometric height was determined by differential leveling and
 NG0084.adjusted by the NATIONAL GEODETIC SURVEY
 NG0084.in June 1991.
 NG0084
 NG0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0084.GEOID18 height accuracy estimate available here.
 NG0084
 NG0084.Click photographs - Photos may exist for this station.
 NG0084
 NG0084.The dynamic height is computed by dividing the NAVD 88
 NG0084.geopotential number by the normal gravity value computed on the
 NG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0084.degrees latitude (g = 980.6199 gals.).
 NG0084
 NG0084.The modeled gravity was interpolated from observed gravity values.
 NG0084
 NG0084;                    North         East    Units  Estimated Accuracy
 NG0084;SPC MI S     -    70,610.    3,826,170.      MT  (+/- 180 meters Scaled)
 NG0084
 NG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM439628(NAD 83)
 NG0084
 NG0084                          SUPERSEDED SURVEY CONTROL
 NG0084
 NG0084  NGVD 29 (??/??/92)  179.821  (m)          589.96   (f) ADJ UNCH    2 0
 NG0084
 NG0084.Superseded values are not recommended for survey control.
 NG0084
 NG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0084.See file dsdata.pdf to determine how the superseded data were derived.
 NG0084
 NG0084_MARKER: Q = CHISELED SQUARE
 NG0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0084_SP_SET: ABUTMENT
 NG0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0084
 NG0084  HISTORY     - Date     Condition        Report By
 NG0084  HISTORY     - UNK      MONUMENTED       USGS
 NG0084  HISTORY     - 1934     GOOD             CGS
 NG0084  HISTORY     - 1969     MARK NOT FOUND   USGS
 NG0084  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0084
 NG0084                          STATION DESCRIPTION
 NG0084
 NG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0084'0.8 MI S FROM BENTON HARBOR.
 NG0084'0.76 MILE SOUTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 NG0084'STATION AT BENTON HARBOR, BERRIEN COUNTY, AT THE BRIDGE OVER
 NG0084'PAW PAW RIVER, ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 NG0084'2 YARDS SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND
 NG0084'ABOUT 2 INCHES LOWER THAN THE BASE OF THE RAIL.  A CHISELED
 NG0084'SQUARE.
 NG0084
 NG0084                          STATION RECOVERY (1969)
 NG0084
 NG0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NG0084'MARK NOT FOUND.
 NG0084
 NG0084                          STATION RECOVERY (1985)
 NG0084
 NG0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0084'THE ABUTMENT HAS BEEN COVERED WITH NEW CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR4977 ***********************************************************************
 DR4977  DESIGNATION -  59200
 DR4977  PID         -  DR4977
 DR4977  STATE/COUNTY-  MI/MONTCALM
 DR4977  COUNTRY     -  US
 DR4977  USGS QUAD   -  STANTON (2017)
 DR4977
 DR4977                         *CURRENT SURVEY CONTROL
 DR4977  ______________________________________________________________________
 DR4977* NAD 83(1986) POSITION- 43 17 59.49   (N) 085 05 14.96   (W)   HD_HELD1
 DR4977* NAVD 88 ORTHO HEIGHT -   286.532 (meters)      940.06  (feet) ADJUSTED
 DR4977  ______________________________________________________________________
 DR4977  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 DR4977  DYNAMIC HEIGHT  -        286.477 (meters)      939.88  (feet) COMP
 DR4977  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 DR4977
 DR4977  VERT ORDER      -  FIRST     CLASS II
 DR4977
 DR4977.The horizontal coordinates were determined by differentially corrected
 DR4977.hand held GPS observations or other comparable positioning techniques
 DR4977.and have an estimated accuracy of +/- 3 meters.
 DR4977
 DR4977.The orthometric height was determined by differential leveling and
 DR4977.adjusted by the NATIONAL GEODETIC SURVEY
 DR4977.in August 2020.
 DR4977
 DR4977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4977.GEOID18 height accuracy estimate available here.
 DR4977
 DR4977.Click photographs - Photos may exist for this station.
 DR4977
 DR4977.The dynamic height is computed by dividing the NAVD 88
 DR4977.geopotential number by the normal gravity value computed on the
 DR4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4977.degrees latitude (g = 980.6199 gals.).
 DR4977
 DR4977.The modeled gravity was interpolated from observed gravity values.
 DR4977
 DR4977;                    North         East    Units  Estimated Accuracy
 DR4977;SPC MI S     -   200,177.2   3,941,514.7     MT  (+/- 3 meters HH1 GPS) 
 DR4977
 DR4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5512795890(NAD 83)
 DR4977
 DR4977                          SUPERSEDED SURVEY CONTROL
 DR4977
 DR4977.No superseded survey control is available for this station.
 DR4977
 DR4977_MARKER: DV = VERTICAL CONTROL DISK
 DR4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4977_STAMPING: 59200 2007
 DR4977_MARK LOGO: MIDT
 DR4977_PROJECTION: FLUSH
 DR4977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4977+STABILITY: SURFACE MOTION
 DR4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4977+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 DR4977
 DR4977  HISTORY     - Date     Condition        Report By
 DR4977  HISTORY     - 20070828 MONUMENTED       MIDT
 DR4977  HISTORY     - 20160623 GOOD             MIDT
 DR4977
 DR4977                          STATION DESCRIPTION
 DR4977
 DR4977'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DR4977'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF EDMORE,
 DR4977'6.1 MI (9.8 KM) NORTH OF SHERIDAN AND IN THE TOWN OF STANTON, MI.
 DR4977'
 DR4977'TO REACH FROM THE INTERSECTION OF WEST MAIN STREET AND NORTH STATE
 DR4977'STREET PROCEED NORTH ON N.STATE FOR 0.50 MI (0.80 KM).  TURN
 DR4977'LEFT(WEST)ON QUARTERLINE ROAD PROCEED 0.14 MI (0.23 KM) TO THE STATION
 DR4977'ON THE LEFT.
 DR4977'
 DR4977'THE STATION IS 16.0 FT (4.9 M) SOUTH FROM CENTERLINE ROAD.  63.1 FT
 DR4977'(19.2 M) NORTH-NORTHWEST FROM 1.0 FT (0.3 M) RED MAPLE TREE.  62.3 FT
 DR4977'(19.0 M) SOUTH-SOUTHEAST FROM POWER POLE (CONSUMERS TAG 0067921).
 DR4977'45.9N FT (14.0 M) EAST-NORTHEAST FROM CABLE RISER BOX.
 DR4977'
 DR4977'OWNERSHIP--MONTCALM COUNTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5170 ***********************************************************************
 DL5170  DESIGNATION -  59201
 DL5170  PID         -  DL5170
 DL5170  STATE/COUNTY-  MI/MONTCALM
 DL5170  COUNTRY     -  US
 DL5170  USGS QUAD   -  STANTON (2017)
 DL5170
 DL5170                         *CURRENT SURVEY CONTROL
 DL5170  ______________________________________________________________________
 DL5170* NAD 83(1986) POSITION- 43 18 08.75   (N) 085 05 15.96   (W)   HD_HELD1
 DL5170* NAVD 88 ORTHO HEIGHT -   288.954 (meters)      948.01  (feet) ADJUSTED
 DL5170  ______________________________________________________________________
 DL5170  GEOID HEIGHT    -        -32.575 (meters)                     GEOID18
 DL5170  DYNAMIC HEIGHT  -        288.899 (meters)      947.83  (feet) COMP
 DL5170  MODELED GRAVITY -    980,421.3   (mgal)                       NAVD 88
 DL5170
 DL5170  VERT ORDER      -  FIRST     CLASS II
 DL5170
 DL5170.The horizontal coordinates were determined by differentially corrected
 DL5170.hand held GPS observations or other comparable positioning techniques
 DL5170.and have an estimated accuracy of +/- 3 meters.
 DL5170
 DL5170.The orthometric height was determined by differential leveling and
 DL5170.adjusted by the NATIONAL GEODETIC SURVEY
 DL5170.in August 2020.
 DL5170
 DL5170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5170.GEOID18 height accuracy estimate available here.
 DL5170
 DL5170.Click photographs - Photos may exist for this station.
 DL5170
 DL5170.The dynamic height is computed by dividing the NAVD 88
 DL5170.geopotential number by the normal gravity value computed on the
 DL5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5170.degrees latitude (g = 980.6199 gals.).
 DL5170
 DL5170.The modeled gravity was interpolated from observed gravity values.
 DL5170
 DL5170;                    North         East    Units  Estimated Accuracy
 DL5170;SPC MI S     -   200,463.1   3,941,494.6     MT  (+/- 3 meters HH1 GPS) 
 DL5170
 DL5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5509896175(NAD 83)
 DL5170
 DL5170                          SUPERSEDED SURVEY CONTROL
 DL5170
 DL5170.No superseded survey control is available for this station.
 DL5170
 DL5170_MARKER: DV = VERTICAL CONTROL DISK
 DL5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5170_STAMPING: 59201 2007
 DL5170_MARK LOGO: MIDT
 DL5170_PROJECTION: FLUSH
 DL5170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5170+STABILITY: SURFACE MOTION
 DL5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5170+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 DL5170
 DL5170  HISTORY     - Date     Condition        Report By
 DL5170  HISTORY     - 20071106 MONUMENTED       MIDT
 DL5170  HISTORY     - 20160623 GOOD             MIDT
 DL5170
 DL5170                          STATION DESCRIPTION
 DL5170
 DL5170'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5170'THE STATION IS LOCATED IN MI, MONTCALM COUNTY ABOUT 6 MI (9.7 KM)
 DL5170'NORTH OF SHERIDAN, 5 MI (8.0 KM) SOUTHWEST OF MCBRIDES, 4 MI (6.4 KM)
 DL5170'NORTHEAST OF SIDNEY.
 DL5170'
 DL5170'TO REACH THE STATION FROM THE INTERSECTION OF M-66 WITH M-57, 2 MI
 DL5170'(3.2 KM) SOUTH OF SHERIDAN MI, GO NORTH ON M-66 FOR 8 MI (12.9 KM) TO
 DL5170'THE INTERSECTION OF M-66 WITH MAIN STREET, IN STANTON, TURN LEFT ON
 DL5170'M-66 (MAIN STREET) AND GO WEST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION
 DL5170'OF M-66 TO THE NORTH AND MAIN STREET TO THE WEST, TURN RIGHT ON M-66
 DL5170'AND GO NORTH FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF M-66 WITH
 DL5170'WILLIAM MCCARTHY DRIVE, TURN LEFT ON WILLIAM MCCARTHY DRIVE AND GO FOR
 DL5170'0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL5170'
 DL5170'THE STATION IS AN ALUMINUM MICHIGAN DEPARTMENT OF TRANSPORTATION
 DL5170'HEIGHT MODERNIZATION MARK DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DL5170'DIAMETER CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL5170'
 DL5170'THE STATION IS 29.0 M (95.1 FT) SOUTHWEST OF A POWER POLE, 23.8 M
 DL5170'(78.1 FT) NORTHWEST OF THE CENTERLINE OF WILLIAM MCCARTHY DRIVE, 15.3
 DL5170'M (50.2 FT) NORTHWEST OF A FIRE HYDRANT, 14.5 M (47.6 FT) WEST OF THE
 DL5170'CENTERLINE TO THE SERVICE ENTRANCE TO MONTCALM COUNTY EMERGENCY
 DL5170'SERVICES.
 DL5170
 DL5170                          STATION RECOVERY (2016)
 DL5170
 DL5170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 DL5170'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF EDMORE,
 DL5170'6.3 MI (10.1 KM) NORTH OF SHERIDAN AND 0.8 MI (1.3 KM) NORTH-NORTHWEST
 DL5170'OF STANTON.
 DL5170'
 DL5170'TO REACH FROM THE INTERSECTION OF WEST MAIN STREET AND NORTH STATE
 DL5170'STREET.  PROCEED NORTH ON N.STATE STREET FOR 0.65 MI (1.05 KM) TO THE
 DL5170'DRIVE ON THE LEFT(WEST)FOR MONTCALM COUNTY SERVICES.  PROCEED WEST FOR
 DL5170'750 FT (228.6 M) TO THE STATION ON THE RIGHT.
 DL5170'
 DL5170'THE STATION IS 48.9 FT (14.9 M) SOUTH FROM 1.1 FT (0.3 M) CEDAR TREE.
 DL5170'3.00 FT (0.9 M) EAST FROM CARSONITE WITNESS POST.  51.0 FT (15.5 M)
 DL5170'SOUTHEAST FROM FIRE HYDRANT.  48.1 FT (14.7 M) WEST FROM DRIVE FOR
 DL5170'MONTCALM COUNTY EMERGENCY SERVICES.
 DL5170'
 DL5170'OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0095 ***********************************************************************
 OK0095  DESIGNATION -  596 MICH
 OK0095  PID         -  OK0095
 OK0095  STATE/COUNTY-  MI/SAGINAW
 OK0095  COUNTRY     -  US
 OK0095  USGS QUAD   -  SAINT CHARLES (2017)
 OK0095
 OK0095                         *CURRENT SURVEY CONTROL
 OK0095  ______________________________________________________________________
 OK0095* NAD 83(1986) POSITION- 43 17 38.     (N) 084 08 25.     (W)   SCALED
 OK0095* NAVD 88 ORTHO HEIGHT -   181.345 (meters)      594.96  (feet) ADJUSTED
 OK0095  ______________________________________________________________________
 OK0095  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 OK0095  DYNAMIC HEIGHT  -        181.307 (meters)      594.84  (feet) COMP
 OK0095  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 OK0095
 OK0095  VERT ORDER      -  SECOND    CLASS 0
 OK0095
 OK0095.The horizontal coordinates were scaled from a map and have
 OK0095.an estimated accuracy of +/- 6 seconds.
 OK0095
 OK0095.The orthometric height was determined by differential leveling and
 OK0095.adjusted by the NATIONAL GEODETIC SURVEY
 OK0095.in June 1991.
 OK0095
 OK0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0095.GEOID18 height accuracy estimate available here.
 OK0095
 OK0095.Click photographs - Photos may exist for this station.
 OK0095
 OK0095.The dynamic height is computed by dividing the NAVD 88
 OK0095.geopotential number by the normal gravity value computed on the
 OK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0095.degrees latitude (g = 980.6199 gals.).
 OK0095
 OK0095.The modeled gravity was interpolated from observed gravity values.
 OK0095
 OK0095;                    North         East    Units  Estimated Accuracy
 OK0095;SPC MI S     -   199,290.    4,018,370.      MT  (+/- 180 meters Scaled)
 OK0095
 OK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN319974(NAD 83)
 OK0095
 OK0095                          SUPERSEDED SURVEY CONTROL
 OK0095
 OK0095  NGVD 29 (??/??/92)  181.523  (m)          595.55   (f) ADJ UNCH    2 0
 OK0095
 OK0095.Superseded values are not recommended for survey control.
 OK0095
 OK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0095.See file dsdata.pdf to determine how the superseded data were derived.
 OK0095
 OK0095_MARKER: P = PIPE CAP
 OK0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0095_STAMPING: 596 MICH
 OK0095_MARK LOGO: USGS
 OK0095_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0095
 OK0095  HISTORY     - Date     Condition        Report By
 OK0095  HISTORY     - 1913     MONUMENTED       USGS
 OK0095  HISTORY     - 1942     GOOD             CGS
 OK0095  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0095  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0095
 OK0095                          STATION DESCRIPTION
 OK0095
 OK0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0095'AT SAINT CHARLES.
 OK0095'AT SAINT CHARLES, SAGINAW COUNTY, AT THE NORTHEAST CORNER OF
 OK0095'THE SCHOOL LAWN, 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 OK0095'THE BUILDING, 37.5 FEET EAST OF THE CENTERLINE OF A STREET,
 OK0095'33.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 47, IN A
 OK0095'CLUMP OF HEDGE, AND LEVEL WITH THE ROADWAY.  A U.S. GEOLOGICAL
 OK0095'SURVEY STANDARD CAP, STAMPED 596 MICH. AND RIVETED ON THE TOP
 OK0095'TOP OF A 3 1/2 INCH IRON PIPE.
 OK0095
 OK0095                          STATION RECOVERY (2001)
 OK0095
 OK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0095'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0095
 OK0095                          STATION RECOVERY (2001)
 OK0095
 OK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0095'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5073 ***********************************************************************
 DL5073  DESIGNATION -  59600
 DL5073  PID         -  DL5073
 DL5073  STATE/COUNTY-  MI/MONTCALM
 DL5073  COUNTRY     -  US
 DL5073  USGS QUAD   -  HOWARD CITY (2017)
 DL5073
 DL5073                         *CURRENT SURVEY CONTROL
 DL5073  ______________________________________________________________________
 DL5073* NAD 83(1986) POSITION- 43 27 00.77   (N) 085 29 12.82   (W)   HD_HELD1
 DL5073* NAVD 88 ORTHO HEIGHT -   272.219 (meters)      893.11  (feet) ADJUSTED
 DL5073  ______________________________________________________________________
 DL5073  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 DL5073  DYNAMIC HEIGHT  -        272.167 (meters)      892.93  (feet) COMP
 DL5073  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 DL5073
 DL5073  VERT ORDER      -  FIRST     CLASS II
 DL5073
 DL5073.The horizontal coordinates were determined by differentially corrected
 DL5073.hand held GPS observations or other comparable positioning techniques
 DL5073.and have an estimated accuracy of +/- 3 meters.
 DL5073
 DL5073.The orthometric height was determined by differential leveling and
 DL5073.adjusted by the NATIONAL GEODETIC SURVEY
 DL5073.in October 2009.
 DL5073
 DL5073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5073.GEOID18 height accuracy estimate available here.
 DL5073
 DL5073.Click photographs - Photos may exist for this station.
 DL5073
 DL5073.The dynamic height is computed by dividing the NAVD 88
 DL5073.geopotential number by the normal gravity value computed on the
 DL5073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5073.degrees latitude (g = 980.6199 gals.).
 DL5073
 DL5073.The modeled gravity was interpolated from observed gravity values.
 DL5073
 DL5073;                    North         East    Units  Estimated Accuracy
 DL5073;SPC MI S     -   217,233.6   3,909,332.0     MT  (+/- 3 meters HH1 GPS) 
 DL5073
 DL5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2242711924(NAD 83)
 DL5073
 DL5073                          SUPERSEDED SURVEY CONTROL
 DL5073
 DL5073.No superseded survey control is available for this station.
 DL5073
 DL5073_MARKER: DD = SURVEY DISK
 DL5073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5073_STAMPING: 59600 2008
 DL5073_MARK LOGO: MIDT
 DL5073_PROJECTION: FLUSH
 DL5073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5073+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 DL5073
 DL5073  HISTORY     - Date     Condition        Report By
 DL5073  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5073  HISTORY     - 20130604 GOOD             GOUFRA
 DL5073  HISTORY     - 20140113 GOOD             GOUFRA
 DL5073
 DL5073                          STATION DESCRIPTION
 DL5073
 DL5073'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5073'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 131 WITH
 DL5073'JEFFERSON ROAD (EXIT 125), ABOUT 2 MI (3.2 KM) WEST OF MORLEY,
 DL5073'MICHIGAN, GO SOUTH ON US HIGHWAY 131 FOR 2.4 MI (3.9 KM) TO CUTLER
 DL5073'ROAD, CONTINUE SOUTHWEST ON US HIGHWAY 131 FOR 0.55 TO THE STATION ON
 DL5073'THE RIGHT.
 DL5073'
 DL5073'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5073'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5073'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5073'
 DL5073'THE STATION IS 0.8 MI (1.3 KM) NORTHEAST OF TAMARACK ROAD, 13 FT (4.0
 DL5073'M) NORTHWEST OF THE EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF US
 DL5073'HIGHWAY 131, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL5073'POST.
 DL5073'
 DL5073'NOTE-- SEE THE OBSTRUCTION DIAGRAM PRIOR TO OBSERVING THIS STATION
 DL5073'WITH GPS.
 DL5073
 DL5073                          STATION RECOVERY (2013)
 DL5073
 DL5073'RECOVERY NOTE BY GOURDIE FRASER INC. 2013 (JO)
 DL5073'RECOVERED AS DESCRIBED
 DL5073
 DL5073                          STATION RECOVERY (2014)
 DL5073
 DL5073'RECOVERY NOTE BY GOURDIE FRASER INC. 2014
 DL5073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5074 ***********************************************************************
 DL5074  DESIGNATION -  59601
 DL5074  PID         -  DL5074
 DL5074  STATE/COUNTY-  MI/MONTCALM
 DL5074  COUNTRY     -  US
 DL5074  USGS QUAD   -  SAND LAKE (2017)
 DL5074
 DL5074                         *CURRENT SURVEY CONTROL
 DL5074  ______________________________________________________________________
 DL5074* NAD 83(2011) POSITION- 43 21 59.88649(N) 085 30 58.72921(W)   ADJUSTED
 DL5074* NAD 83(2011) ELLIP HT-   256.296 (meters)        (06/27/12)   ADJUSTED
 DL5074* NAD 83(2011) EPOCH   -  2010.00
 DL5074* NAVD 88 ORTHO HEIGHT -   289.261 (meters)      949.02  (feet) ADJUSTED
 DL5074  ______________________________________________________________________
 DL5074  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 DL5074  NAD 83(2011) X  -    363,066.583 (meters)                     COMP
 DL5074  NAD 83(2011) Y  - -4,630,052.323 (meters)                     COMP
 DL5074  NAD 83(2011) Z  -  4,357,378.026 (meters)                     COMP
 DL5074  LAPLACE CORR    -          4.91  (seconds)                    DEFLEC18
 DL5074  DYNAMIC HEIGHT  -        289.203 (meters)      948.83  (feet) COMP
 DL5074  MODELED GRAVITY -    980,410.9   (mgal)                       NAVD 88
 DL5074
 DL5074  VERT ORDER      -  FIRST     CLASS II
 DL5074
 DL5074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5074  Standards:
 DL5074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5074  -------------------------------------------------------------------
 DL5074  NETWORK    0.30   0.51           0.14   0.09   0.26     -0.00217710
 DL5074  -------------------------------------------------------------------
 DL5074  Click here for local accuracies and other accuracy information.
 DL5074
 DL5074.The horizontal coordinates were established by GPS observations
 DL5074.and adjusted by the National Geodetic Survey in June 2012.
 DL5074
 DL5074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5074.been affixed to the stable North American tectonic plate. See 
 DL5074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5074
 DL5074.The horizontal coordinates are valid at the epoch date displayed above
 DL5074.which is a decimal equivalence of Year/Month/Day.
 DL5074
 DL5074.The orthometric height was determined by differential leveling and
 DL5074.adjusted by the NATIONAL GEODETIC SURVEY
 DL5074.in October 2009.
 DL5074
 DL5074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5074.GEOID18 height accuracy estimate available here.
 DL5074
 DL5074.Click photographs - Photos may exist for this station.
 DL5074
 DL5074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5074
 DL5074.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5074
 DL5074.The ellipsoidal height was determined by GPS observations
 DL5074.and is referenced to NAD 83.
 DL5074
 DL5074.The dynamic height is computed by dividing the NAVD 88
 DL5074.geopotential number by the normal gravity value computed on the
 DL5074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5074.degrees latitude (g = 980.6199 gals.).
 DL5074
 DL5074.The modeled gravity was interpolated from observed gravity values.
 DL5074
 DL5074. The following values were computed from the NAD 83(2011) position.
 DL5074
 DL5074;                    North         East     Units Scale Factor Converg.
 DL5074;SPC MI S     -   207,981.359 3,906,824.253   MT  0.99994217   -0 46 56.5
 DL5074;SPC MI S     -   682,353.54 12,817,664.87   iFT  0.99994217   -0 46 56.5
 DL5074;UTM  16      - 4,802,599.202   620,212.098   MT  0.99977776   +1 01 08.1
 DL5074
 DL5074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5074!SPC MI S     -   0.99995981  x   0.99994217  =   0.99990198
 DL5074!UTM  16      -   0.99995981  x   0.99977776  =   0.99973758
 DL5074
 DL5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2021202599(NAD 83)
 DL5074
 DL5074                          SUPERSEDED SURVEY CONTROL
 DL5074
 DL5074  NAD 83(2007)-  43 21 59.88672(N)    085 30 58.72985(W) AD(2002.00) B
 DL5074  ELLIP H (10/19/09)  256.305  (m)                       GP(2002.00) 1 1
 DL5074
 DL5074.Superseded values are not recommended for survey control.
 DL5074
 DL5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5074.See file dsdata.pdf to determine how the superseded data were derived.
 DL5074
 DL5074_MARKER: DD = SURVEY DISK
 DL5074_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5074_SP_SET: BRIDGE ABUTMENT
 DL5074_STAMPING: 59601 2008
 DL5074_MARK LOGO: MIDT
 DL5074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5074+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 DL5074
 DL5074  HISTORY     - Date     Condition        Report By
 DL5074  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5074  HISTORY     - 20210601 GOOD             MIDT
 DL5074
 DL5074                          STATION DESCRIPTION
 DL5074
 DL5074'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5074'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF US
 DL5074'HIGHWAY 131 WITH COUNTY HIGHWAY 530 (KENDAVILLE ROAD) ABOUT 3 MI (4.8
 DL5074'KM) SOUTHWEST OF HOWARD CITY, MICHIGAN.
 DL5074'
 DL5074'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5074'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 DL5074'ABUTMENT OF US HIGHWAY 131 SOUTHBOUND LANES BRIDGE OVER KENDAVILLE
 DL5074'ROAD.
 DL5074'
 DL5074'THE STATION IS 3.5 FT (1.1 M) WEST OF A METAL GUARDRAIL, AND 3 FT (0.9
 DL5074'M) WEST OF THE EDGE OF CURB OF THE SOUTHBOUND LANES FOR US HIGHWAY
 DL5074'131.
 DL5074'
 DL5074'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
 DL5074
 DL5074                          STATION RECOVERY (2021)
 DL5074
 DL5074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL5074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5075 ***********************************************************************
 DL5075  DESIGNATION -  59603
 DL5075  PID         -  DL5075
 DL5075  STATE/COUNTY-  MI/MONTCALM
 DL5075  COUNTRY     -  US
 DL5075  USGS QUAD   -  SAND LAKE (2017)
 DL5075
 DL5075                         *CURRENT SURVEY CONTROL
 DL5075  ______________________________________________________________________
 DL5075* NAD 83(1986) POSITION- 43 19 23.95   (N) 085 30 08.12   (W)   HD_HELD1
 DL5075* NAVD 88 ORTHO HEIGHT -   279.116 (meters)      915.73  (feet) ADJUSTED
 DL5075  ______________________________________________________________________
 DL5075  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 DL5075  DYNAMIC HEIGHT  -        279.058 (meters)      915.54  (feet) COMP
 DL5075  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 DL5075
 DL5075  VERT ORDER      -  FIRST     CLASS II
 DL5075
 DL5075.The horizontal coordinates were determined by differentially corrected
 DL5075.hand held GPS observations or other comparable positioning techniques
 DL5075.and have an estimated accuracy of +/- 3 meters.
 DL5075
 DL5075.The orthometric height was determined by differential leveling and
 DL5075.adjusted by the NATIONAL GEODETIC SURVEY
 DL5075.in October 2009.
 DL5075
 DL5075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5075.GEOID18 height accuracy estimate available here.
 DL5075
 DL5075.Click photographs - Photos may exist for this station.
 DL5075
 DL5075.The dynamic height is computed by dividing the NAVD 88
 DL5075.geopotential number by the normal gravity value computed on the
 DL5075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5075.degrees latitude (g = 980.6199 gals.).
 DL5075
 DL5075.The modeled gravity was interpolated from observed gravity values.
 DL5075
 DL5075;                    North         East    Units  Estimated Accuracy
 DL5075;SPC MI S     -   203,154.3   3,907,898.7     MT  (+/- 3 meters HH1 GPS) 
 DL5075
 DL5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2143797809(NAD 83)
 DL5075
 DL5075                          SUPERSEDED SURVEY CONTROL
 DL5075
 DL5075.No superseded survey control is available for this station.
 DL5075
 DL5075_MARKER: DD = SURVEY DISK
 DL5075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5075_STAMPING: 59603 2008
 DL5075_MARK LOGO: MIDT
 DL5075_PROJECTION: FLUSH
 DL5075_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5075+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DL5075
 DL5075  HISTORY     - Date     Condition        Report By
 DL5075  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5075
 DL5075                          STATION DESCRIPTION
 DL5075
 DL5075'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5075'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL5075'PIERSON ROAD WITH AMY SCHOOL ROAD, ABOUT 0.3 MI (0.5 KM) NORTHWEST OF
 DL5075'PIERSON, MICHIGAN.
 DL5075'
 DL5075'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5075'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5075'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5075'
 DL5075'THE STATION IS 32 FT (9.8 M) EAST OF THE EDGE OF GRAVEL OF AMY SCHOOL
 DL5075'ROAD, 17 FT (5.2 M) NORTH OF THE EDGE OF PAVEMENT OF PIERSON ROAD, AND
 DL5075'3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0131 ***********************************************************************
 RJ0131  DESIGNATION -  598.2
 RJ0131  PID         -  RJ0131
 RJ0131  STATE/COUNTY-  MI/CHIPPEWA
 RJ0131  COUNTRY     -  US
 RJ0131  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0131
 RJ0131                         *CURRENT SURVEY CONTROL
 RJ0131  ______________________________________________________________________
 RJ0131* NAD 83(1986) POSITION- 46 29 44.     (N) 084 19 52.     (W)   SCALED
 RJ0131* NAVD 88 ORTHO HEIGHT -   182.353 (meters)      598.27  (feet) ADJUSTED
 RJ0131  ______________________________________________________________________
 RJ0131  GEOID HEIGHT    -        -36.651 (meters)                     GEOID18
 RJ0131  DYNAMIC HEIGHT  -        182.363 (meters)      598.30  (feet) COMP
 RJ0131  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 RJ0131
 RJ0131  VERT ORDER      -  FIRST     CLASS II
 RJ0131
 RJ0131.The horizontal coordinates were scaled from a map and have
 RJ0131.an estimated accuracy of +/- 6 seconds.
 RJ0131
 RJ0131.The orthometric height was determined by differential leveling and
 RJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0131.in June 1991.
 RJ0131
 RJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0131.GEOID18 height accuracy estimate available here.
 RJ0131
 RJ0131.Click photographs - Photos may exist for this station.
 RJ0131
 RJ0131.The dynamic height is computed by dividing the NAVD 88
 RJ0131.geopotential number by the normal gravity value computed on the
 RJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0131.degrees latitude (g = 980.6199 gals.).
 RJ0131
 RJ0131.The modeled gravity was interpolated from observed gravity values.
 RJ0131
 RJ0131;                    North         East    Units  Estimated Accuracy
 RJ0131;SPC MI N     -   193,750.    8,204,830.      MT  (+/- 180 meters Scaled)
 RJ0131
 RJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS048525(NAD 83)
 RJ0131
 RJ0131                          SUPERSEDED SURVEY CONTROL
 RJ0131
 RJ0131  NGVD 29 (??/??/92)  182.312  (m)          598.14   (f) ADJ UNCH    1 2
 RJ0131
 RJ0131.Superseded values are not recommended for survey control.
 RJ0131
 RJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0131
 RJ0131_MARKER: B = BOLT
 RJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0131+STABILITY: SURFACE MOTION
 RJ0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0131+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 RJ0131
 RJ0131  HISTORY     - Date     Condition        Report By
 RJ0131  HISTORY     - UNK      MONUMENTED       MINPCO
 RJ0131  HISTORY     - 1937     GOOD             CGS
 RJ0131  HISTORY     - 20050731 GOOD             NGS
 RJ0131
 RJ0131                          STATION DESCRIPTION
 RJ0131
 RJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 RJ0131'AT SAULT STE MARIE.
 RJ0131'AT SAULT STE. MARIE, CHIPPEWA COUNTY, ON THE NORTH SIDE OF
 RJ0131'PORTAGE STREET, 0.5 MILE EAST OF THE POST OFFICE, IN THE FRONT
 RJ0131'LAWN OF THE MICHIGAN NORTHERN POWER CO. PLANT, 52 FEET NORTHWEST
 RJ0131'OF THE NORTHWEST CORNER OF THE RECREATION BUILDING, 42 FEET
 RJ0131'EAST OF A TWO-STORY FRAME BUILDING, AND 122 FEET NORTH OF THE
 RJ0131'SIDEWALK.  THE TOP OF AN IRON BOLT, SET IN THE TOP OF A SQUARE
 RJ0131'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 RJ0131
 RJ0131                          STATION RECOVERY (2005)
 RJ0131
 RJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0131'MENTIONED BLDGS. ARE GONE.  STATION IS IN YARD, ABOUT 10 FEET SOUTH OF
 RJ0131'SOUTH EDGE OF PARKING LOT, ABOUT 22 YARDS WEST OF NW CORNER OF OFFICE
 RJ0131'BLDG. OF EDISON SAULT ELECTRIC CORPORATION AT 728 PORTAGE AVE.  IT IS
 RJ0131'BETWEEN SALMON RUN WAY AND BARBEAU ST.  IT IS PROXIMATE TO 4TH SET OF
 RJ0131'WINDOWS FROM EAST END (FIRST OF SMALLER SET OF WINDOWS) ON STONE POWER
 RJ0131'PLANT OFF TO NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0932 ***********************************************************************
 RJ0932  DESIGNATION -  59R
 RJ0932  PID         -  RJ0932
 RJ0932  STATE/COUNTY-  MI/CHIPPEWA
 RJ0932  COUNTRY     -  US
 RJ0932  USGS QUAD   -  OAK RIDGE (2017)
 RJ0932
 RJ0932                         *CURRENT SURVEY CONTROL
 RJ0932  ______________________________________________________________________
 RJ0932* NAD 83(1994) POSITION- 46 17 31.30290(N) 084 07 34.91572(W)   ADJUSTED
 RJ0932* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0932  ______________________________________________________________________
 RJ0932  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 RJ0932  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 RJ0932  HORZ ORDER      -  THIRD
 RJ0932
 RJ0932.The horizontal coordinates were established by classical geodetic methods
 RJ0932.and adjusted by the National Geodetic Survey in February 1997.
 RJ0932
 RJ0932.The orthometric height was scaled from a topographic map.
 RJ0932
 RJ0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0932.GEOID18 height accuracy estimate available here.
 RJ0932
 RJ0932.Click photographs - Photos may exist for this station.
 RJ0932
 RJ0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0932
 RJ0932. The following values were computed from the NAD 83(1994) position.
 RJ0932
 RJ0932;                    North         East     Units Scale Factor Converg.
 RJ0932;SPC MI N     -   171,695.131 8,221,357.230   MT  0.99990284   +2 04 37.3
 RJ0932;SPC MI N     -   563,304.24 26,972,956.79   iFT  0.99990284   +2 04 37.3
 RJ0932;SPC MI C     -   330,682.376 6,018,519.863   MT  1.00019108   +0 10 11.1
 RJ0932;SPC MI C     - 1,084,915.93 19,745,800.08   iFT  1.00019108   +0 10 11.1
 RJ0932;UTM  16      - 5,130,508.616   721,334.585   MT  1.00020224   +2 04 41.2
 RJ0932
 RJ0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0932!SPC MI N     -   0.99997815  x   0.99990284  =   0.99988099
 RJ0932!SPC MI C     -   0.99997815  x   1.00019108  =   1.00016922
 RJ0932!UTM  16      -   0.99997815  x   1.00020224  =   1.00018038
 RJ0932
 RJ0932:                Primary Azimuth Mark                     Grid Az
 RJ0932:SPC MI N     -  59 NEEBISH                               354 48 08.7
 RJ0932:SPC MI C     -  59 NEEBISH                               356 42 34.9
 RJ0932:UTM  16      -  59 NEEBISH                               354 48 04.8
 RJ0932
 RJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2133430508(NAD 83)
 RJ0932
 RJ0932|---------------------------------------------------------------------|
 RJ0932| PID    Reference Object                     Distance      Geod. Az  |
 RJ0932|                                                           dddmmss.s |
 RJ0932| RJ0933 59 NEEBISH                          APPROX. 2.1 KM 3565246.0 |
 RJ0932|---------------------------------------------------------------------|
 RJ0932
 RJ0932                          SUPERSEDED SURVEY CONTROL
 RJ0932
 RJ0932  NAD 83(1986)-  46 17 31.28315(N)    084 07 34.92161(W) AD(       ) 3
 RJ0932  NAD 27      -  46 17 31.22600(N)    084 07 34.82000(W) AD(       ) 3
 RJ0932
 RJ0932.Superseded values are not recommended for survey control.
 RJ0932
 RJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0932.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0932
 RJ0932_MARKER: N = NAIL
 RJ0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0932
 RJ0932  HISTORY     - Date     Condition        Report By
 RJ0932  HISTORY     - 1895     MONUMENTED       USLS
 RJ0932  HISTORY     - 1968     GOOD             USACE
 RJ0932
 RJ0932                          STATION DESCRIPTION
 RJ0932
 RJ0932'DESCRIBED BY US LAKE SURVEY 1895
 RJ0932'ON FIELD POINT ON THE E SIDE OF THE N HALF OF NEEBISH ISLAND, AT
 RJ0932'ABOUT THE MIDDLE OF THE W SHORE OF LITTLE MUD LAKE.  ABOUT MIDWAY
 RJ0932'BETWEEN THE N AND S TIPS OF THE POINT, 30 FEET BACK FROM THE WATER
 RJ0932'IN THE CENTER OF THE POINT, AND 3 FEET ABOVE IT.  IT IS INSIDE THE
 RJ0932'LINE OF BUSHES AND ALDERS COVERING THE POINT. ---59R---WAS CUT
 RJ0932'INTO THE WHITE TRIPOD 10 FEET HIGH WITH AN OBSERVING PLATFORM.
 RJ0932'TRIPOD WAS FOUND OVER THE STATION.
 RJ0932'
 RJ0932'STATION MARK IS A DRILL HOLE IN A SMOOTH-TOPPED STONE ABOUT 2 FEET
 RJ0932'UNDERGROUND.  A NAIL PAINTED WHITE IN THE TOP OF A CEDAR POST 6
 RJ0932'INCHES IN DIAMETER AND PROJECTING 3 INCHES OUT OF THE GROUND IS
 RJ0932'CENTERED OVER THE STATION.  THIS STATION IS USED AS A BUOY STATION.
 RJ0932'
 RJ0932'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0932
 RJ0932                          STATION RECOVERY (1968)
 RJ0932
 RJ0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0067 ***********************************************************************
 NF0067  DESIGNATION -  6
 NF0067  PID         -  NF0067
 NF0067  STATE/COUNTY-  MI/INGHAM
 NF0067  COUNTRY     -  US
 NF0067  USGS QUAD   -  EAST LANSING (2017)
 NF0067
 NF0067                         *CURRENT SURVEY CONTROL
 NF0067  ______________________________________________________________________
 NF0067* NAD 83(1986) POSITION- 42 43 54.9    (N) 084 28 55.1    (W)   HD_HELD2
 NF0067* NAVD 88 ORTHO HEIGHT -   259.522 (meters)      851.45  (feet) ADJUSTED
 NF0067  ______________________________________________________________________
 NF0067  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 NF0067  DYNAMIC HEIGHT  -        259.450 (meters)      851.21  (feet) COMP
 NF0067  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 NF0067
 NF0067  VERT ORDER      -  SECOND    CLASS 0
 NF0067
 NF0067.The horizontal coordinates were established by autonomous hand held GPS
 NF0067.observations and have an estimated accuracy of +/- 10 meters.
 NF0067
 NF0067.The orthometric height was determined by differential leveling and
 NF0067.adjusted by the NATIONAL GEODETIC SURVEY
 NF0067.in June 1991.
 NF0067
 NF0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0067.GEOID18 height accuracy estimate available here.
 NF0067
 NF0067.Click photographs - Photos may exist for this station.
 NF0067
 NF0067.The dynamic height is computed by dividing the NAVD 88
 NF0067.geopotential number by the normal gravity value computed on the
 NF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0067.degrees latitude (g = 980.6199 gals.).
 NF0067
 NF0067.The modeled gravity was interpolated from observed gravity values.
 NF0067
 NF0067;                    North         East    Units  Estimated Accuracy
 NF0067;SPC MI S     -   136,844.    3,990,558.      MT  (+/- 10 meters HH2 GPS)
 NF0067
 NF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0613534119(NAD 83)
 NF0067
 NF0067                          SUPERSEDED SURVEY CONTROL
 NF0067
 NF0067  NGVD 29 (??/??/92)  259.651  (m)          851.87   (f) ADJ UNCH    2 0
 NF0067
 NF0067.Superseded values are not recommended for survey control.
 NF0067
 NF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0067.See file dsdata.pdf to determine how the superseded data were derived.
 NF0067
 NF0067_MARKER: B = BOLT
 NF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0067+STABILITY: SURFACE MOTION
 NF0067
 NF0067  HISTORY     - Date     Condition        Report By
 NF0067  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0067  HISTORY     - 1934     GOOD             CGS
 NF0067  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0067
 NF0067                          STATION DESCRIPTION
 NF0067
 NF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0067'AT EAST LANSING.
 NF0067'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0067'CAMPUS, 100 FEET NORTH OF THE LIBRARY, 26 YARDS NORTHEAST OF
 NF0067'BEAUMONT MEMORIAL TOWER, 27 FEET EAST OF A LARGE OAK TREE, AND
 NF0067'27 FEET SOUTH OF A SPRUCE TREE.  AN IRON BOLT, SET IN THE TOP
 NF0067'OF A CONCRETE POST.
 NF0067
 NF0067                          STATION RECOVERY (1978)
 NF0067
 NF0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0293 ***********************************************************************
 NE0293  DESIGNATION -  6 1/2
 NE0293  PID         -  NE0293
 NE0293  STATE/COUNTY-  MI/MACOMB
 NE0293  COUNTRY     -  US
 NE0293  USGS QUAD   -  RICHMOND (2017)
 NE0293
 NE0293                         *CURRENT SURVEY CONTROL
 NE0293  ______________________________________________________________________
 NE0293* NAD 83(1986) POSITION- 42 50 12.     (N) 082 52 07.     (W)   SCALED
 NE0293* NAVD 88 ORTHO HEIGHT -   220.89  (+/-2cm)      724.7   (feet) VERTCON3
 NE0293  ______________________________________________________________________
 NE0293  GEOID HEIGHT    -        -35.007 (meters)                     GEOID18
 NE0293  VERT ORDER      -  ? (See Below)
 NE0293
 NE0293.The horizontal coordinates were scaled from a map and have
 NE0293.an estimated accuracy of +/- 6 seconds.
 NE0293
 NE0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0293
 NE0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0293.GEOID18 height accuracy estimate available here.
 NE0293
 NE0293.The vertical order pertains to the NGVD 29 superseded value.
 NE0293
 NE0293.Click photographs - Photos may exist for this station.
 NE0293
 NE0293;                    North         East    Units  Estimated Accuracy
 NE0293;SPC MI S     -   149,560.    4,122,460.      MT  (+/- 180 meters Scaled)
 NE0293
 NE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH472443(NAD 83)
 NE0293
 NE0293                          SUPERSEDED SURVEY CONTROL
 NE0293
 NE0293  NGVD 29 (??/??/92)  221.015  (m)          725.11   (f) ADJ UNCH       
 NE0293
 NE0293.Superseded values are not recommended for survey control.
 NE0293
 NE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0293.See file dsdata.pdf to determine how the superseded data were derived.
 NE0293
 NE0293_MARKER: DD = SURVEY DISK
 NE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0293_STAMPING: BM NO 6 1/2
 NE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0293+STABILITY: SURFACE MOTION
 NE0293
 NE0293  HISTORY     - Date     Condition        Report By
 NE0293  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0293  HISTORY     - 1934     GOOD             CGS
 NE0293  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0293  HISTORY     - 20101020 MARK NOT FOUND   SPALD
 NE0293
 NE0293                          STATION DESCRIPTION
 NE0293
 NE0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0293'1 MI E FROM ARMADA.
 NE0293'1.0 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0293'STATION AT ARMADA, MACOMB COUNTY, 200 YARDS WEST OF A DIRT-ROAD
 NE0293'CROSSING, 119 YARDS EAST OF A WHISTLE POST, 36 FEET NORTH OF
 NE0293'THE NORTH RAIL, 21 FEET NORTH OF A POLE, 1.6 FEET SOUTH OF THE
 NE0293'NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE TOP OF THE
 NE0293'RAIL.  A 1 1/2-INCH BRONZE DISK, STAMPED B.M. NO. 6 1/2 AND
 NE0293'SET IN THE TOP OF A CONCRETE POST.
 NE0293
 NE0293                          STATION RECOVERY (1988)
 NE0293
 NE0293'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0293'MARK NOT FOUND.
 NE0293
 NE0293                          STATION RECOVERY (2010)
 NE0293
 NE0293'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 NE0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0743 ***********************************************************************
 MC0743  DESIGNATION -  6 DTSRR
 MC0743  PID         -  MC0743
 MC0743  STATE/COUNTY-  MI/MONROE
 MC0743  COUNTRY     -  US
 MC0743  USGS QUAD   -  TOLEDO (2016)
 MC0743
 MC0743                         *CURRENT SURVEY CONTROL
 MC0743  ______________________________________________________________________
 MC0743* NAD 83(1986) POSITION- 41 44 59.5    (N) 083 30 15.1    (W)   HD_HELD2
 MC0743* NAVD 88 ORTHO HEIGHT -   176.846 (meters)      580.20  (feet) ADJUSTED
 MC0743  ______________________________________________________________________
 MC0743  GEOID HEIGHT    -        -35.359 (meters)                     GEOID18
 MC0743  DYNAMIC HEIGHT  -        176.779 (meters)      579.98  (feet) COMP
 MC0743  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 MC0743
 MC0743  VERT ORDER      -  FIRST     CLASS I
 MC0743
 MC0743.The horizontal coordinates were established by autonomous hand held GPS
 MC0743.observations and have an estimated accuracy of +/- 10 meters.
 MC0743
 MC0743.The orthometric height was determined by differential leveling and
 MC0743.adjusted by the NATIONAL GEODETIC SURVEY
 MC0743.in June 1991.
 MC0743
 MC0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0743.GEOID18 height accuracy estimate available here.
 MC0743
 MC0743.Click photographs - Photos may exist for this station.
 MC0743
 MC0743.The dynamic height is computed by dividing the NAVD 88
 MC0743.geopotential number by the normal gravity value computed on the
 MC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0743.degrees latitude (g = 980.6199 gals.).
 MC0743
 MC0743.The modeled gravity was interpolated from observed gravity values.
 MC0743
 MC0743;                    North         East    Units  Estimated Accuracy
 MC0743;SPC MI S     -    28,123.    4,071,742.      MT  (+/- 10 meters HH2 GPS)
 MC0743
 MC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9179025035(NAD 83)
 MC0743
 MC0743                          SUPERSEDED SURVEY CONTROL
 MC0743
 MC0743  NGVD 29 (??/??/92)  177.03   (m)          580.8    (f) COMPUTED    1 1
 MC0743
 MC0743.Superseded values are not recommended for survey control.
 MC0743
 MC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0743.See file dsdata.pdf to determine how the superseded data were derived.
 MC0743
 MC0743_MARKER: DD = SURVEY DISK
 MC0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0743_SP_SET: CULVERT
 MC0743_STAMPING: BENCH MARK ELEV NO 6 USC AND G 1899
 MC0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0743
 MC0743  HISTORY     - Date     Condition        Report By
 MC0743  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0743  HISTORY     - 1968     GOOD             CGS
 MC0743
 MC0743                          STATION DESCRIPTION
 MC0743
 MC0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0743'12.7 MI SW FROM MONROE.
 MC0743'ABOUT 12.7 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0743'THE CROSSING OF EAST FIRST STREET AT MONROE, ALONG THE D AND T SL
 MC0743'RR, ABOUT 85 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD, ABOUT
 MC0743'3 1/2 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING OF STERNS
 MC0743'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 MC0743'CONCRETE HEAD WALL OF A 4-FOOT PIPE CULVERT UNDER THE D AND T SL
 MC0743'RR AND OVER HOOPER RUN, 14.6 FEET NORTHWEST OF THE NORTHWEST
 MC0743'RAIL OF THE SOUTHBOUND TRACK OF THE D AND T SL RR, 2 FEET
 MC0743'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 5 FEET
 MC0743'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0498 ***********************************************************************
 OJ0498  DESIGNATION -  6 KEE
 OJ0498  PID         -  OJ0498
 OJ0498  STATE/COUNTY-  MI/HURON
 OJ0498  COUNTRY     -  US
 OJ0498  USGS QUAD   -  RUSH LAKE (2017)
 OJ0498
 OJ0498                         *CURRENT SURVEY CONTROL
 OJ0498  ______________________________________________________________________
 OJ0498* NAD 83(1986) POSITION- 43 58 42.     (N) 083 13 24.     (W)   SCALED
 OJ0498* NAVD 88 ORTHO HEIGHT -   179.487 (meters)      588.87  (feet) ADJUSTED
 OJ0498  ______________________________________________________________________
 OJ0498  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 OJ0498  DYNAMIC HEIGHT  -        179.460 (meters)      588.78  (feet) COMP
 OJ0498  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 OJ0498
 OJ0498  VERT ORDER      -  FIRST     CLASS 0
 OJ0498
 OJ0498.The horizontal coordinates were scaled from a map and have
 OJ0498.an estimated accuracy of +/- 6 seconds.
 OJ0498
 OJ0498.The orthometric height was determined by differential leveling and
 OJ0498.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0498.in June 1991.
 OJ0498
 OJ0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0498.GEOID18 height accuracy estimate available here.
 OJ0498
 OJ0498.Click photographs - Photos may exist for this station.
 OJ0498
 OJ0498.The dynamic height is computed by dividing the NAVD 88
 OJ0498.geopotential number by the normal gravity value computed on the
 OJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0498.degrees latitude (g = 980.6199 gals.).
 OJ0498
 OJ0498.The modeled gravity was interpolated from observed gravity values.
 OJ0498
 OJ0498;                    North         East    Units  Estimated Accuracy
 OJ0498;SPC MI S     -   275,930.    4,091,740.      MT  (+/- 180 meters Scaled)
 OJ0498
 OJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ216718(NAD 83)
 OJ0498
 OJ0498                          SUPERSEDED SURVEY CONTROL
 OJ0498
 OJ0498  NGVD 29 (??/??/92)  179.630  (m)          589.34   (f) ADJ UNCH    1 0
 OJ0498
 OJ0498.Superseded values are not recommended for survey control.
 OJ0498
 OJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0498.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0498
 OJ0498_MARKER: DD = SURVEY DISK
 OJ0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0498_SP_SET: CULVERT HEADWALL
 OJ0498_STAMPING: 6 KEE 1969 589
 OJ0498_MARK LOGO: USGS
 OJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0498+STABILITY: SURFACE MOTION
 OJ0498
 OJ0498  HISTORY     - Date     Condition        Report By
 OJ0498  HISTORY     - 1969     MONUMENTED       USGS
 OJ0498  HISTORY     - 1976     GOOD             NOS
 OJ0498  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0498
 OJ0498                          STATION DESCRIPTION
 OJ0498
 OJ0498'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0498'3.6 MI NE FROM CASEVILLE.
 OJ0498'3.6 MILES NORTHEAST ALONG HIGHWAY M25 FROM THE PIGEON RIVER BRIDGE AT
 OJ0498'CASEVILLE, EAST OF THE BALLYKEEL RESIDENCE AT 5226 M 25, 24 FT. NORTH
 OJ0498'CENTERLINE OF HIGHWAY M25, 0.45 FT. WEST OF EAST FACE OF CULVERT
 OJ0498'HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OJ0498'INTO THE CONCRETE.
 OJ0498
 OJ0498                          STATION RECOVERY (1999)
 OJ0498
 OJ0498'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0107 ***********************************************************************
 RJ0107  DESIGNATION -  6 MILE
 RJ0107  PID         -  RJ0107
 RJ0107  STATE/COUNTY-  MI/CHIPPEWA
 RJ0107  COUNTRY     -  US
 RJ0107  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0107
 RJ0107                         *CURRENT SURVEY CONTROL
 RJ0107  ______________________________________________________________________
 RJ0107* NAD 83(1986) POSITION- 46 25 11.89   (N) 084 16 11.54   (W)   HD_HELD1
 RJ0107* NAVD 88 ORTHO HEIGHT -   184.276 (meters)      604.58  (feet) ADJUSTED
 RJ0107  ______________________________________________________________________
 RJ0107  GEOID HEIGHT    -        -36.618 (meters)                     GEOID18
 RJ0107  DYNAMIC HEIGHT  -        184.286 (meters)      604.61  (feet) COMP
 RJ0107  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 RJ0107
 RJ0107  VERT ORDER      -  FIRST     CLASS 0
 RJ0107
 RJ0107.The horizontal coordinates were determined by differentially corrected
 RJ0107.hand held GPS observations or other comparable positioning techniques
 RJ0107.and have an estimated accuracy of +/- 3 meters.
 RJ0107
 RJ0107.The orthometric height was determined by differential leveling and
 RJ0107.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0107.in June 1991.
 RJ0107
 RJ0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0107.GEOID18 height accuracy estimate available here.
 RJ0107
 RJ0107.Click photographs - Photos may exist for this station.
 RJ0107
 RJ0107.The dynamic height is computed by dividing the NAVD 88
 RJ0107.geopotential number by the normal gravity value computed on the
 RJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0107.degrees latitude (g = 980.6199 gals.).
 RJ0107
 RJ0107.The modeled gravity was interpolated from observed gravity values.
 RJ0107
 RJ0107;                    North         East    Units  Estimated Accuracy
 RJ0107;SPC MI N     -   185,516.3   8,209,817.7     MT  (+/- 3 meters HH1 GPS) 
 RJ0107
 RJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0979144332(NAD 83)
 RJ0107
 RJ0107                          SUPERSEDED SURVEY CONTROL
 RJ0107
 RJ0107  NGVD 29 (??/??/92)  184.41   (m)          605.0    (f) COMPUTED    1 0
 RJ0107
 RJ0107.Superseded values are not recommended for survey control.
 RJ0107
 RJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0107.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0107
 RJ0107_MARKER: Z = SEE DESCRIPTION
 RJ0107_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0107+WITH SETTING: INTO GROUND
 RJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0107+STABILITY: SURFACE MOTION
 RJ0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0107+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 RJ0107
 RJ0107  HISTORY     - Date     Condition        Report By
 RJ0107  HISTORY     - 1971     MONUMENTED       NONE
 RJ0107  HISTORY     - 1972     GOOD             USLS
 RJ0107  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0107  HISTORY     - 20061115 GOOD             INDIV
 RJ0107
 RJ0107                          STATION DESCRIPTION
 RJ0107
 RJ0107'DESCRIBED BY US LAKE SURVEY 1972
 RJ0107'4.6 MI SE FROM SAULT STE MARIE.
 RJ0107'6 MILE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.6 MILES SOUTHEASTERLY
 RJ0107'FROM PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0107'IN SAULT STE. MARIE TO Y-INTERSECTION, 2.2 MILES SOUTHEAST
 RJ0107'ON NICOLET ROAD TO 6 MILE ROAD, 156.0 FEET SOUTHEAST OF UTILITY
 RJ0107'POLE NO. DR1-136F/1, 141.3 FEET NORTHEAST OF UTILITY POLE NO.
 RJ0107'136/67, 90 FEET NORTH OF CENTERLINE OF 6 MILE ROAD, 59.0 FEET
 RJ0107'NORTH OF UTILITY POLE NO. DR1-136/68, 34 FEET EAST OF CENTERLINE
 RJ0107'OF NICOLET ROAD, 2.9 FEET EAST OF UTILITY POLE 118/5, 1-FOOT
 RJ0107'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0107'DIAMETER COPPER-COATED STEEL ROD, 65 FEET LONG.
 RJ0107
 RJ0107                          STATION RECOVERY (1983)
 RJ0107
 RJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0107'NOT RECOVERED, POWERLINE POLES HAVE BEEN REMOVED, INADEQUATE
 RJ0107'DESCRIPTION TO RECOVER BENCH MARK.
 RJ0107
 RJ0107                          STATION RECOVERY (2006)
 RJ0107
 RJ0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEW)
 RJ0107'RECOVERED MARK AS DESCRIBED USING ROAD CALLS.  ALL POWERPOLES HAVE
 RJ0107'BEEN REMOVED OR REPLACED.  MARK IS 1.7 FEET EAST OF A PHONE BOX.
 RJ0107'PLACED AN ORANGE CARSONITE WITNESS POST 1 FOOT NORTH OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0746 ***********************************************************************
 NE0746  DESIGNATION -  60 1/2
 NE0746  PID         -  NE0746
 NE0746  STATE/COUNTY-  MI/GENESEE
 NE0746  COUNTRY     -  US
 NE0746  USGS QUAD   -  BYRON (2017)
 NE0746
 NE0746                         *CURRENT SURVEY CONTROL
 NE0746  ______________________________________________________________________
 NE0746* NAD 83(1986) POSITION- 42 51 29.     (N) 083 52 34.     (W)   SCALED
 NE0746* NAVD 88 ORTHO HEIGHT -   257.575 (meters)      845.06  (feet) ADJUSTED
 NE0746  ______________________________________________________________________
 NE0746  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 NE0746  DYNAMIC HEIGHT  -        257.508 (meters)      844.84  (feet) COMP
 NE0746  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 NE0746
 NE0746  VERT ORDER      -  SECOND    CLASS 0
 NE0746
 NE0746.The horizontal coordinates were scaled from a map and have
 NE0746.an estimated accuracy of +/- 6 seconds.
 NE0746
 NE0746.The orthometric height was determined by differential leveling and
 NE0746.adjusted by the NATIONAL GEODETIC SURVEY
 NE0746.in June 1991.
 NE0746
 NE0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0746.GEOID18 height accuracy estimate available here.
 NE0746
 NE0746.Click photographs - Photos may exist for this station.
 NE0746
 NE0746.The dynamic height is computed by dividing the NAVD 88
 NE0746.geopotential number by the normal gravity value computed on the
 NE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0746.degrees latitude (g = 980.6199 gals.).
 NE0746
 NE0746.The modeled gravity was interpolated from observed gravity values.
 NE0746
 NE0746;                    North         East    Units  Estimated Accuracy
 NE0746;SPC MI S     -   150,970.    4,040,090.      MT  (+/- 180 meters Scaled)
 NE0746
 NE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH650490(NAD 83)
 NE0746
 NE0746                          SUPERSEDED SURVEY CONTROL
 NE0746
 NE0746  NGVD 29 (??/??/92)  257.701  (m)          845.47   (f) ADJ UNCH    2 0
 NE0746
 NE0746.Superseded values are not recommended for survey control.
 NE0746
 NE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0746.See file dsdata.pdf to determine how the superseded data were derived.
 NE0746
 NE0746_MARKER: B = BOLT
 NE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0746_STAMPING: 60 1/2
 NE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0746+STABILITY: SURFACE MOTION
 NE0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0746+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 NE0746
 NE0746  HISTORY     - Date     Condition        Report By
 NE0746  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0746  HISTORY     - 1967     GOOD             USGS
 NE0746  HISTORY     - 20070710 GOOD             ROWEIN
 NE0746
 NE0746                          STATION DESCRIPTION
 NE0746
 NE0746'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0746'2.1 MI SE FROM GAINES.
 NE0746'GAINES, GENESEE COUNTY, 1.1 MI. S. AND 1.7 MI. E. OF, ABOUT
 NE0746'2.1 MI. SE ALONG THE GRAND TRUNK WESTERN RY. FROM THE STATION
 NE0746'AT, T. 5 N., R. 5 E., ABOUT 0.2 MI. S. OF THE CENTER OF SEC. 4,
 NE0746'0.5 MI. NW OF CROSSING OF GTWRR AND SMITH RD., 263 FT. SE, 45 FT.
 NE0746'NE AND 5.0 FT. LOWER THAN CROSSING OF N-S FLD. LANE, 33 FT.
 NE0746'E. OF A POLE, 2.0 FT. SW OF A FENCE, 1.0 FT. SE OF A WITNESS
 NE0746'POST, IN CONC. POST PROJ. 0.5 FT., A COPPER BOLT STAMPED 60 1/2.
 NE0746
 NE0746                          STATION RECOVERY (2007)
 NE0746
 NE0746'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0746'RECOVERED AS DESCRIBED WITH THE DELETION OF THE FOLLOWING WITNESS 1.0
 NE0746'FT SE OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0347 ***********************************************************************
 OK0347  DESIGNATION -  60 1/2
 OK0347  PID         -  OK0347
 OK0347  STATE/COUNTY-  MI/KENT
 OK0347  COUNTRY     -  US
 OK0347  USGS QUAD   -  SPARTA (2017)
 OK0347
 OK0347                         *CURRENT SURVEY CONTROL
 OK0347  ______________________________________________________________________
 OK0347* NAD 83(1986) POSITION- 43 12 00.     (N) 085 37 31.     (W)   SCALED
 OK0347* NAVD 88 ORTHO HEIGHT -   259.287 (meters)      850.68  (feet) ADJUSTED
 OK0347  ______________________________________________________________________
 OK0347  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 OK0347  DYNAMIC HEIGHT  -        259.226 (meters)      850.48  (feet) COMP
 OK0347  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 OK0347
 OK0347  VERT ORDER      -  SECOND    CLASS 0
 OK0347
 OK0347.The horizontal coordinates were scaled from a map and have
 OK0347.an estimated accuracy of +/- 6 seconds.
 OK0347
 OK0347.The orthometric height was determined by differential leveling and
 OK0347.adjusted by the NATIONAL GEODETIC SURVEY
 OK0347.in June 1991.
 OK0347
 OK0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0347.GEOID18 height accuracy estimate available here.
 OK0347
 OK0347.Click photographs - Photos may exist for this station.
 OK0347
 OK0347.The dynamic height is computed by dividing the NAVD 88
 OK0347.geopotential number by the normal gravity value computed on the
 OK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0347.degrees latitude (g = 980.6199 gals.).
 OK0347
 OK0347.The modeled gravity was interpolated from observed gravity values.
 OK0347
 OK0347;                    North         East    Units  Estimated Accuracy
 OK0347;SPC MI S     -   189,600.    3,897,720.      MT  (+/- 180 meters Scaled)
 OK0347
 OK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN116839(NAD 83)
 OK0347
 OK0347                          SUPERSEDED SURVEY CONTROL
 OK0347
 OK0347  NGVD 29 (??/??/92)  259.413  (m)          851.09   (f) ADJ UNCH    2 0
 OK0347
 OK0347.Superseded values are not recommended for survey control.
 OK0347
 OK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0347.See file dsdata.pdf to determine how the superseded data were derived.
 OK0347
 OK0347_MARKER: Z = SEE DESCRIPTION
 OK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0347_STAMPING: 60 1/2
 OK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0347+STABILITY: SURFACE MOTION
 OK0347
 OK0347  HISTORY     - Date     Condition        Report By
 OK0347  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0347  HISTORY     - 1934     GOOD             CGS
 OK0347  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0347
 OK0347                          STATION DESCRIPTION
 OK0347
 OK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0347'4.7 MI E FROM SPARTA.
 OK0347'4.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0347'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0347'COUNTY, OPPOSITE AND APPLE ORCHARD, 36 FEET NORTH OF THE NORTH
 OK0347'RAIL, 4 FEET SOUTH OF THE FENCE LINE, AND ABOUT 3 FEET LOWER
 OK0347'THAN THE TOP OF THE RAIL.  A BRASS PLUG, STAMPED 60 1/2 AND SET
 OK0347'IN THE TOP OF A CONCRETE POST.
 OK0347
 OK0347                          STATION RECOVERY (1965)
 OK0347
 OK0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6806 ***********************************************************************
 AA6806  DESIGNATION -  60 234
 AA6806  PID         -  AA6806
 AA6806  STATE/COUNTY-  MI/WAYNE
 AA6806  COUNTRY     -  US
 AA6806  USGS QUAD   -  CARLETON (2017)
 AA6806
 AA6806                         *CURRENT SURVEY CONTROL
 AA6806  ______________________________________________________________________
 AA6806* NAD 83(2011) POSITION- 42 06 08.53194(N) 083 25 15.94835(W)   ADJUSTED
 AA6806* NAD 83(2011) ELLIP HT-   156.278 (meters)        (06/27/12)   ADJUSTED
 AA6806* NAD 83(2011) EPOCH   -  2010.00
 AA6806* NAVD 88 ORTHO HEIGHT -   191.0   (meters)      627.    (feet) GPS OBS
 AA6806  ______________________________________________________________________
 AA6806  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6806  GEOID HEIGHT    -         -34.63 (meters)                     GEOID93
 AA6806  GEOID HEIGHT    -        -34.763 (meters)                     GEOID18
 AA6806  NAD 83(2011) X  -    543,010.906 (meters)                     COMP
 AA6806  NAD 83(2011) Y  - -4,708,289.399 (meters)                     COMP
 AA6806  NAD 83(2011) Z  -  4,254,151.868 (meters)                     COMP
 AA6806  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 AA6806
 AA6806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6806  Standards:
 AA6806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6806  -------------------------------------------------------------------
 AA6806  NETWORK    0.84   0.90           0.38   0.29   0.46      0.13619119
 AA6806  -------------------------------------------------------------------
 AA6806  Click here for local accuracies and other accuracy information.
 AA6806
 AA6806.The horizontal coordinates were established by GPS observations
 AA6806.and adjusted by the National Geodetic Survey in June 2012.
 AA6806
 AA6806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6806.been affixed to the stable North American tectonic plate. See 
 AA6806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6806
 AA6806.The horizontal coordinates are valid at the epoch date displayed above
 AA6806.which is a decimal equivalence of Year/Month/Day.
 AA6806
 AA6806.The orthometric height was determined by GPS observations and a
 AA6806.high-resolution geoid model.
 AA6806
 AA6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6806.GEOID18 height accuracy estimate available here.
 AA6806
 AA6806.Click photographs - Photos may exist for this station.
 AA6806
 AA6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6806
 AA6806.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6806
 AA6806.The ellipsoidal height was determined by GPS observations
 AA6806.and is referenced to NAD 83.
 AA6806
 AA6806. The following values were computed from the NAD 83(2011) position.
 AA6806
 AA6806;                    North         East     Units Scale Factor Converg.
 AA6806;SPC MI S     -    67,350.031 4,078,213.809   MT  0.99999944   +0 38 36.6
 AA6806;SPC MI S     -   220,964.67 13,379,966.56   iFT  0.99999944   +0 38 36.6
 AA6806;UTM  17      - 4,663,979.080   299,806.097   MT  1.00009316   -1 37 25.6
 AA6806
 AA6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6806!SPC MI S     -   0.99997549  x   0.99999944  =   0.99997493
 AA6806!UTM  17      -   0.99997549  x   1.00009316  =   1.00006865
 AA6806
 AA6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9980663979(NAD 83)
 AA6806
 AA6806                          SUPERSEDED SURVEY CONTROL
 AA6806
 AA6806  NAD 83(2007)-  42 06 08.53282(N)    083 25 15.94891(W) AD(2002.00) 0
 AA6806  ELLIP H (02/10/07)  156.273  (m)                       GP(2002.00)    
 AA6806  ELLIP H (07/12/02)  156.335  (m)                       GP(       ) 4 1
 AA6806  NAD 83(1994)-  42 06 08.53224(N)    083 25 15.94851(W) AD(       ) 1
 AA6806  ELLIP H (02/03/97)  156.371  (m)                       GP(       ) 4 1
 AA6806  NAD 83(1986)-  42 06 08.53984(N)    083 25 15.97706(W) AD(       ) 1
 AA6806
 AA6806.Superseded values are not recommended for survey control.
 AA6806
 AA6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6806.See file dsdata.pdf to determine how the superseded data were derived.
 AA6806
 AA6806_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6806_STAMPING: 60-234 1960
 AA6806_MARK LOGO: MI-163
 AA6806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6806+STABILITY: SURFACE MOTION
 AA6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6806+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6806
 AA6806  HISTORY     - Date     Condition        Report By
 AA6806  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6806
 AA6806                          STATION DESCRIPTION
 AA6806
 AA6806'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6806'STATION IS LOCATED APPROXIMATELY 7.5 MILESSOUTH AND 3.0 MILESEAST OF
 AA6806'BELLEVILLE, MICHIGAN ON CLARK ROAD AT ARKONA ROAD. TO REACH FROM THE
 AA6806'INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT 8),
 AA6806'PROCEED WEST ON WILL CARLETON ROAD FOR 2.25 MILES TO CLARK ROAD,
 AA6806'THENCE GO NORTH ON CLARK ROAD 0.6 MILESTO ARKONA ROAD AND THE STATION
 AA6806'IN THE SOUTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6806'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT.
 AA6806'CENTERLINE OF CLARK IS N 90 E, 43.0 FEET, CENTERLINE OF ARKONA ROAD IS
 AA6806'N 0 W, 30.0 FEET,  A MONITORING WELL IS S 40 W, 27.5 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1312 ***********************************************************************
 RJ1312  DESIGNATION -  60 BIP+397
 RJ1312  PID         -  RJ1312
 RJ1312  STATE/COUNTY-  MI/CHIPPEWA
 RJ1312  COUNTRY     -  US
 RJ1312  USGS QUAD   -  BRIMLEY (2017)
 RJ1312
 RJ1312                         *CURRENT SURVEY CONTROL
 RJ1312  ______________________________________________________________________
 RJ1312* NAD 83(1994) POSITION- 46 25 39.84449(N) 084 34 28.55160(W)   ADJUSTED
 RJ1312* NAVD 88 ORTHO HEIGHT -   200.    (meters)      656.    (feet) SCALED
 RJ1312  ______________________________________________________________________
 RJ1312  GEOID HEIGHT    -        -36.432 (meters)                     GEOID18
 RJ1312  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 RJ1312  HORZ ORDER      -  SECOND
 RJ1312
 RJ1312.The horizontal coordinates were established by classical geodetic methods
 RJ1312.and adjusted by the National Geodetic Survey in February 1997.
 RJ1312
 RJ1312.The orthometric height was scaled from a topographic map.
 RJ1312
 RJ1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1312.GEOID18 height accuracy estimate available here.
 RJ1312
 RJ1312.Click photographs - Photos may exist for this station.
 RJ1312
 RJ1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1312
 RJ1312. The following values were computed from the NAD 83(1994) position.
 RJ1312
 RJ1312;                    North         East     Units Scale Factor Converg.
 RJ1312;SPC MI N     -   185,617.398 8,186,380.065   MT  0.99990592   +1 45 11.0
 RJ1312;SPC MI N     -   608,980.96 26,858,202.31   iFT  0.99990592   +1 45 11.0
 RJ1312;UTM  16      - 5,144,431.957   686,349.414   MT  1.00002687   +1 45 27.8
 RJ1312
 RJ1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1312!SPC MI N     -   0.99997435  x   0.99990592  =   0.99988028
 RJ1312!UTM  16      -   0.99997435  x   1.00002687  =   1.00000122
 RJ1312
 RJ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8634944431(NAD 83)
 RJ1312
 RJ1312                          SUPERSEDED SURVEY CONTROL
 RJ1312
 RJ1312  NAD 83(1986)-  46 25 39.83662(N)    084 34 28.54937(W) AD(       ) 2
 RJ1312
 RJ1312.Superseded values are not recommended for survey control.
 RJ1312
 RJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1312.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1312
 RJ1312_MARKER: DS = TRIANGULATION STATION DISK
 RJ1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1312+STABILITY: SURFACE MOTION
 RJ1312
 RJ1312  HISTORY     - Date     Condition        Report By
 RJ1312  HISTORY     - 1988     MONUMENTED       USACE
 RJ1312
 RJ1312                          STATION DESCRIPTION
 RJ1312
 RJ1312'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1312'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI) SOUTHWEST OF SAULT STE
 RJ1312'MARIE.
 RJ1312'2.6 KM (1.6 MI) NORTH OF BRIMLEY
 RJ1312'IN GOVERNMENT LOT 1 SEC 32 T47N R2W
 RJ1312'OWNERSHIP--SSSS
 RJ1312'
 RJ1312'TO REACH THE STATION FROM THE INTERSECTION OF M 221 (BAY STREET)
 RJ1312'AND BAY VIEW ROAD, GO EAST FOR 6.2 KM (3.85 MI) ON BAY VIEW ROAD,
 RJ1312'TURN RIGHT AND GO 0.7 KM (0.45 MI) ON CHIPPEWA LANDING ROAD,
 RJ1312'CONTINUING STRAIGHT FOR 0.6 KM (0.4 MI) ON GRAVEL ROAD TO GATE
 RJ1312'BARRING DRIVE, THEN WALK 152 M (500 FT) TO STATION.
 RJ1312'
 RJ1312'THE STATION IS A STANDARD COE DISK
 RJ1312'STAMPED---BAY MILLS---,
 RJ1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1312'
 RJ1312'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1297 ***********************************************************************
 RJ1297  DESIGNATION -  60 C6M 051
 RJ1297  PID         -  RJ1297
 RJ1297  STATE/COUNTY-  MI/CHIPPEWA
 RJ1297  COUNTRY     -  US
 RJ1297  USGS QUAD   -  OAK RIDGE (2017)
 RJ1297
 RJ1297                         *CURRENT SURVEY CONTROL
 RJ1297  ______________________________________________________________________
 RJ1297* NAD 83(1994) POSITION- 46 19 26.17753(N) 084 09 50.74172(W)   ADJUSTED
 RJ1297* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 RJ1297  ______________________________________________________________________
 RJ1297  GEOID HEIGHT    -        -36.584 (meters)                     GEOID18
 RJ1297  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 RJ1297  HORZ ORDER      -  SECOND
 RJ1297
 RJ1297.The horizontal coordinates were established by classical geodetic methods
 RJ1297.and adjusted by the National Geodetic Survey in February 1997.
 RJ1297
 RJ1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1297
 RJ1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1297.GEOID18 height accuracy estimate available here.
 RJ1297
 RJ1297.Click photographs - Photos may exist for this station.
 RJ1297
 RJ1297.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1297
 RJ1297. The following values were computed from the NAD 83(1994) position.
 RJ1297
 RJ1297;                    North         East     Units Scale Factor Converg.
 RJ1297;SPC MI N     -   175,134.840 8,218,325.309   MT  0.99990306   +2 02 59.1
 RJ1297;SPC MI N     -   574,589.37 26,963,009.54   iFT  0.99990306   +2 02 59.1
 RJ1297;UTM  16      - 5,133,949.242   718,301.685   MT  1.00018584   +2 03 06.8
 RJ1297
 RJ1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1297!SPC MI N     -   0.99997790  x   0.99990306  =   0.99988097
 RJ1297!UTM  16      -   0.99997790  x   1.00018584  =   1.00016374
 RJ1297
 RJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1830133949(NAD 83)
 RJ1297
 RJ1297                          SUPERSEDED SURVEY CONTROL
 RJ1297
 RJ1297  NAD 83(1986)-  46 19 26.16941(N)    084 09 50.73784(W) AD(       ) 2
 RJ1297  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1297
 RJ1297.Superseded values are not recommended for survey control.
 RJ1297
 RJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1297.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1297
 RJ1297_MARKER: DS = TRIANGULATION STATION DISK
 RJ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1297+STABILITY: SURFACE MOTION
 RJ1297
 RJ1297  HISTORY     - Date     Condition        Report By
 RJ1297  HISTORY     - 1988     MONUMENTED       USACE
 RJ1297
 RJ1297                          STATION DESCRIPTION
 RJ1297
 RJ1297'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1297'THE STATION IS LOCATED ABOUT 23.8 KM (14.8 MI) SOUTHEAST OF SAULT STE
 RJ1297'MARIE, 35.6 KM (22.1 MI) EAST-NORTHEAST OF RUDYARD AND 41.8 KM (26.0
 RJ1297'MI)
 RJ1297'NORTH-NORTHWEST OF DETOUR VILLAGE ON AN ISLAND OFF GOVT LOT 4, SEC
 RJ1297'3, T42N-R2E.
 RJ1297'OWNERSHIP---HONKANEN, JAMES E. AND BEVERLY ALSO TRUCKEY, JOHN AND
 RJ1297'RUTH
 RJ1297'
 RJ1297'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL EAST
 RJ1297'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1297'TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1297'CROSSING
 RJ1297'THE CHARLOTTE
 RJ1297'RIVER,
 RJ1297'ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND
 RJ1297'FOLLOW IT TO THE
 RJ1297'PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 5 MINUTES
 RJ1297'ALONG MIDDLE NEEBISH CHANNEL TO THE SOUTH SHORE OF A
 RJ1297'SMALL UNNAMED ISLAND WHERE STATION IS LOCATED.
 RJ1297'
 RJ1297'THE STATION IS A
 RJ1297'STANDARD COE DISK THAT IS STAMPED---C6M-051---
 RJ1297'SET INTO A POURED IN PLACE CONCRETE
 RJ1297'MONUMENT THAT IS CENTERED OVER A DRILL HOLE IN A SUBSURFACE STONE.
 RJ1297'
 RJ1297'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0846 ***********************************************************************
 OJ0846  DESIGNATION -  60 USE
 OJ0846  PID         -  OJ0846
 OJ0846  STATE/COUNTY-  MI/HURON
 OJ0846  COUNTRY     -  US
 OJ0846  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0846
 OJ0846                         *CURRENT SURVEY CONTROL
 OJ0846  ______________________________________________________________________
 OJ0846* NAD 83(1994) POSITION- 43 50 08.39165(N) 082 38 12.24149(W)   ADJUSTED
 OJ0846* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) VERTCON3
 OJ0846  ______________________________________________________________________
 OJ0846  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 OJ0846  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 OJ0846  HORZ ORDER      -  SECOND
 OJ0846
 OJ0846.The horizontal coordinates were established by classical geodetic methods
 OJ0846.and adjusted by the National Geodetic Survey in February 1997.
 OJ0846
 OJ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0846
 OJ0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0846.GEOID18 height accuracy estimate available here.
 OJ0846
 OJ0846.Click photographs - Photos may exist for this station.
 OJ0846
 OJ0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0846
 OJ0846. The following values were computed from the NAD 83(1994) position.
 OJ0846
 OJ0846;                    North         East     Units Scale Factor Converg.
 OJ0846;SPC MI S     -   260,885.219 4,139,130.172   MT  1.00004475   +1 10 38.2
 OJ0846;SPC MI S     -   855,922.63 13,579,823.40   iFT  1.00004475   +1 10 38.2
 OJ0846;UTM  17      - 4,854,922.593   368,413.915   MT  0.99981297   -1 08 01.5
 OJ0846
 OJ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0846!SPC MI S     -   0.99997762  x   1.00004475  =   1.00002237
 OJ0846!UTM  17      -   0.99997762  x   0.99981297  =   0.99979059
 OJ0846
 OJ0846:                Primary Azimuth Mark                     Grid Az
 OJ0846:SPC MI S     -  HARBOR BEACH MUN PIER R TR               304 28 02.9
 OJ0846:UTM  17      -  HARBOR BEACH MUN PIER R TR               306 46 42.6
 OJ0846
 OJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6841354922(NAD 83)
 OJ0846
 OJ0846|---------------------------------------------------------------------|
 OJ0846| PID    Reference Object                     Distance      Geod. Az  |
 OJ0846|                                                           dddmmss.s |
 OJ0846| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.2 KM 0205928.9 |
 OJ0846| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.2 KM 0212137.0 |
 OJ0846| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.0 KM 0265231.1 |
 OJ0846| OJ0845 H 61 MI                             APPROX. 0.5 KM 1552852.1 |
 OJ0846| OJ0851 HARBOR BEACH MUN PIER R TR          APPROX. 1.1 KM 3053841.1 |
 OJ0846| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 1.5 KM 3165909.8 |
 OJ0846| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 3.0 KM 3251947.3 |
 OJ0846|---------------------------------------------------------------------|
 OJ0846
 OJ0846                          SUPERSEDED SURVEY CONTROL
 OJ0846
 OJ0846  NAD 83(1986)-  43 50 08.37696(N)    082 38 12.26589(W) AD(       ) 2
 OJ0846  NAD 27      -  43 50 08.31929(N)    082 38 12.52966(W) AD(       ) 2
 OJ0846  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 OJ0846
 OJ0846.Superseded values are not recommended for survey control.
 OJ0846
 OJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0846.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0846
 OJ0846_MARKER: I = METAL ROD
 OJ0846_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0846
 OJ0846  HISTORY     - Date     Condition        Report By
 OJ0846  HISTORY     - 1980     MONUMENTED       NOS
 OJ0846  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0846
 OJ0846                          STATION DESCRIPTION
 OJ0846
 OJ0846'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0846'THE STATION IS LOCATED IN HARBOR BEACH ON A PROMINENT POINT OF
 OJ0846'LAND AT THE SOUTH END OF THE HARBOR.
 OJ0846'
 OJ0846'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0846'M142 IN HARBOR BEACH GO SOUTH ON M25 FOR THREE BLOCKS
 OJ0846'TO COURT STREET.  TURN LEFT ON COURT STREET AND
 OJ0846'PROCEED EAST TO RESORT STREET.  TURN RIGHT ON RESORT STREET
 OJ0846'AND GO SOUTHEAST 1.2 KILOMETERS TO THE RESIDENCE
 OJ0846'AT 37 RESORT STREET.  WALK TO THE NORTHEAST END OF THE POINT
 OJ0846'AND THE VICINITY OF THE STATION.
 OJ0846'
 OJ0846'THE STATION IS THE CENTER PUNCH MARK ON TOP OF A 2 CM
 OJ0846'COPPER COATED STEEL ROD
 OJ0846'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0846'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0846'20 METERS (66 FT) NORTHEAST FROM A SMALL TREE NEAR THE SOUTHEAST
 OJ0846'SIDE OF THE POINT.
 OJ0846'11.70 METERS (38.4 FT) EAST FROM A SMALL PINE TREE.
 OJ0846'02 METERS (8 FT) SOUTHWEST FROM THE TOP OF THE BANK.
 OJ0846'1.01 METERS (3.3 FT) WEST FROM A NOS WITNESS POST SIGN.
 OJ0846'
 OJ0846'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 OJ0846'
 OJ0846'DESCRIBED BY T. KUCHCIAK.
 OJ0846
 OJ0846                          STATION RECOVERY (1999)
 OJ0846
 OJ0846'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0846'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0588 ***********************************************************************
 OJ0588  DESIGNATION -  600 MICH
 OJ0588  PID         -  OJ0588
 OJ0588  STATE/COUNTY-  MI/SAGINAW
 OJ0588  COUNTRY     -  US
 OJ0588  USGS QUAD   -  SAGINAW (2017)
 OJ0588
 OJ0588                         *CURRENT SURVEY CONTROL
 OJ0588  ______________________________________________________________________
 OJ0588* NAD 83(1986) POSITION- 43 23 48.     (N) 083 57 48.     (W)   SCALED
 OJ0588* NAVD 88 ORTHO HEIGHT -   182.456 (meters)      598.61  (feet) ADJUSTED
 OJ0588  ______________________________________________________________________
 OJ0588  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 OJ0588  DYNAMIC HEIGHT  -        182.418 (meters)      598.48  (feet) COMP
 OJ0588  MODELED GRAVITY -    980,404.2   (mgal)                       NAVD 88
 OJ0588
 OJ0588  VERT ORDER      -  FIRST     CLASS 0
 OJ0588
 OJ0588.The horizontal coordinates were scaled from a map and have
 OJ0588.an estimated accuracy of +/- 6 seconds.
 OJ0588
 OJ0588.The orthometric height was determined by differential leveling and
 OJ0588.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0588.in June 1991.
 OJ0588
 OJ0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0588.GEOID18 height accuracy estimate available here.
 OJ0588
 OJ0588.Click photographs - Photos may exist for this station.
 OJ0588
 OJ0588.The dynamic height is computed by dividing the NAVD 88
 OJ0588.geopotential number by the normal gravity value computed on the
 OJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0588.degrees latitude (g = 980.6199 gals.).
 OJ0588
 OJ0588.The modeled gravity was interpolated from observed gravity values.
 OJ0588
 OJ0588;                    North         East    Units  Estimated Accuracy
 OJ0588;SPC MI S     -   210,760.    4,032,670.      MT  (+/- 180 meters Scaled)
 OJ0588
 OJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ600091(NAD 83)
 OJ0588
 OJ0588                          SUPERSEDED SURVEY CONTROL
 OJ0588
 OJ0588  NGVD 29 (??/??/92)  182.601  (m)          599.08   (f) ADJ UNCH    1 0
 OJ0588
 OJ0588.Superseded values are not recommended for survey control.
 OJ0588
 OJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0588.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0588
 OJ0588_MARKER: P = PIPE CAP
 OJ0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0588_STAMPING: 600 MICH
 OJ0588_MARK LOGO: USGS
 OJ0588_PROJECTION: PROJECTING 18 CENTIMETERS
 OJ0588_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0588_ROD/PIPE-DEPTH: 0.91 meters
 OJ0588
 OJ0588  HISTORY     - Date     Condition        Report By
 OJ0588  HISTORY     - 1913     MONUMENTED       USGS
 OJ0588  HISTORY     - 1976     GOOD             NOS
 OJ0588  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OJ0588
 OJ0588                          STATION DESCRIPTION
 OJ0588
 OJ0588'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0588'IN SAGINAW.
 OJ0588'ON THE EAST SIDE OF THE SAGINAW RIVER 2.0 MILES SOUTH OF THE POST
 OJ0588'OFFICE, IN ANGLE AT THE JUNCTION OF EAST ST. M13 AND SOUTH WASHINGTON
 OJ0588'AVE., 27 FT. SOUTH OF NORTH END OF ANGLE AT POINT OF CURB, 5.6 FT.
 OJ0588'NORTHEAST OF UTILITY POLE, 3.0 FT. WEST OF WEST EDGE OF SIDEWALK,
 OJ0588'BEING HIGHEST POINT ON BRASS CAP SET ON AN IRON PIPE AND PROTRUDING
 OJ0588'0.7 FOOT ABOVE THE GROUND SURFACE.
 OJ0588
 OJ0588                          STATION RECOVERY (2001)
 OJ0588
 OJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8096 ***********************************************************************
 AA8096  CBN         -  This is a Cooperative Base Network Control Station.
 AA8096  DESIGNATION -  60021 01
 AA8096  PID         -  AA8096
 AA8096  STATE/COUNTY-  MI/MONTMORENCY
 AA8096  COUNTRY     -  US
 AA8096  USGS QUAD   -  ATLANTA (2017)
 AA8096
 AA8096                         *CURRENT SURVEY CONTROL
 AA8096  ______________________________________________________________________
 AA8096* NAD 83(2011) POSITION- 45 00 26.11653(N) 084 12 23.98054(W)   ADJUSTED
 AA8096* NAD 83(2011) ELLIP HT-   283.197 (meters)        (06/27/12)   ADJUSTED
 AA8096* NAD 83(2011) EPOCH   -  2010.00
 AA8096* NAVD 88 ORTHO HEIGHT -   318.9   (meters)     1046.    (feet) GPS OBS
 AA8096  ______________________________________________________________________
 AA8096  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8096  GEOID HEIGHT    -        -35.357 (meters)                     GEOID93
 AA8096  GEOID HEIGHT    -        -35.722 (meters)                     GEOID18
 AA8096  NAD 83(2011) X  -    455,971.136 (meters)                     COMP
 AA8096  NAD 83(2011) Y  - -4,494,149.060 (meters)                     COMP
 AA8096  NAD 83(2011) Z  -  4,488,118.729 (meters)                     COMP
 AA8096  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 AA8096
 AA8096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8096  Standards:
 AA8096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8096  -------------------------------------------------------------------
 AA8096  NETWORK    0.60   1.57           0.28   0.19   0.80     -0.06983619
 AA8096  -------------------------------------------------------------------
 AA8096  Click here for local accuracies and other accuracy information.
 AA8096
 AA8096.The horizontal coordinates were established by GPS observations
 AA8096.and adjusted by the National Geodetic Survey in June 2012.
 AA8096
 AA8096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8096.been affixed to the stable North American tectonic plate. See 
 AA8096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8096
 AA8096.The horizontal coordinates are valid at the epoch date displayed above
 AA8096.which is a decimal equivalence of Year/Month/Day.
 AA8096
 AA8096.The orthometric height was determined by GPS observations and a
 AA8096.high-resolution geoid model.
 AA8096
 AA8096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8096.GEOID18 height accuracy estimate available here.
 AA8096
 AA8096.Click photographs - Photos may exist for this station.
 AA8096
 AA8096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8096
 AA8096.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8096
 AA8096.The ellipsoidal height was determined by GPS observations
 AA8096.and is referenced to NAD 83.
 AA8096
 AA8096. The following values were computed from the NAD 83(2011) position.
 AA8096
 AA8096;                    North         East     Units Scale Factor Converg.
 AA8096;SPC MI C     -   187,870.442 6,012,613.226   MT  0.99991333   +0 06 46.9
 AA8096;SPC MI C     -   616,372.84 19,726,421.35   iFT  0.99991333   +0 06 46.9
 AA8096;UTM  16      - 4,987,552.620   720,130.130   MT  1.00019588   +1 58 34.4
 AA8096
 AA8096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8096!SPC MI C     -   0.99995560  x   0.99991333  =   0.99986893
 AA8096!UTM  16      -   0.99995560  x   1.00019588  =   1.00015147
 AA8096
 AA8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2013087552(NAD 83)
 AA8096
 AA8096                          SUPERSEDED SURVEY CONTROL
 AA8096
 AA8096  NAD 83(2007)-  45 00 26.11676(N)    084 12 23.98149(W) AD(2002.00) 0
 AA8096  ELLIP H (02/10/07)  283.214  (m)                       GP(2002.00)    
 AA8096  ELLIP H (06/11/02)  283.211  (m)                       GP(       ) 4 1
 AA8096  NAD 83(1994)-  45 00 26.11707(N)    084 12 23.98159(W) AD(       ) B
 AA8096  ELLIP H (09/20/95)  283.217  (m)                       GP(       ) 1 2
 AA8096
 AA8096.Superseded values are not recommended for survey control.
 AA8096
 AA8096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8096.See file dsdata.pdf to determine how the superseded data were derived.
 AA8096
 AA8096_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8096_STAMPING: 60021-01 1983
 AA8096_MARK LOGO: MIDT
 AA8096_PROJECTION: FLUSH
 AA8096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8096+STABILITY: SURFACE MOTION
 AA8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8096+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AA8096
 AA8096  HISTORY     - Date     Condition        Report By
 AA8096  HISTORY     - 1983     MONUMENTED       MIDT
 AA8096  HISTORY     - 19940520 GOOD             NGS
 AA8096  HISTORY     - 20010426 GOOD             MIDNR
 AA8096  HISTORY     - 20011205 GOOD             NGS
 AA8096
 AA8096                          STATION DESCRIPTION
 AA8096
 AA8096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8096'STATION IS LOCATED IN QUAD 450842, ABOUT 3.3 MI (5.3 KM) WEST OF THE
 AA8096'CENTER OF ATLANTA, ALONG THE SOUTH SIDE OF STATE HIGHWAY 32, IN THE
 AA8096'SOUTHWEST 1/4 OF SECTION 10, T 30 N, R 2 E, BRILEY TOWNSHIP.
 AA8096'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 AA8096'JUNCTION OF STATE HIGHWAYS 32 AND 33 NORTH IN THE CENTER OF ATLANTA,
 AA8096'GO WEST ON HIGHWAY 32 FOR 3.3 MI (5.3 KM) TO THE TOP OF A PROMINENT
 AA8096'HILL AND THE STATION ON THE LEFT.  STATION IS 23.5 FT (7.2 M) SOUTH
 AA8096'FROM THE CENTERLINE OF STATE HIGHWAY 32, 19.0 FT (5.8 M) WEST FROM A
 AA8096'UTILITY POLE, AND 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST.
 AA8096
 AA8096                          STATION RECOVERY (2001)
 AA8096
 AA8096'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (MF)
 AA8096'STATION WAS RECOVERED ON 04-03-2001, BY MICHIGAN DEPARTMENT OF
 AA8096'NATURAL RESOURSES (MAT FELDPAUJCK) IN GOOD CONDITION.  STATION IS
 AA8096'GOOD TO USE FOR G.P.S.
 AA8096'
 AA8096'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8096'
 AA8096
 AA8096                          STATION RECOVERY (2001)
 AA8096
 AA8096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA8096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0892 ***********************************************************************
 QK0892  DESIGNATION -  60021901
 QK0892  PID         -  QK0892
 QK0892  STATE/COUNTY-  MI/MONTMORENCY
 QK0892  COUNTRY     -  US
 QK0892  USGS QUAD   -  ATLANTA (2017)
 QK0892
 QK0892                         *CURRENT SURVEY CONTROL
 QK0892  ______________________________________________________________________
 QK0892* NAD 83(1994) POSITION- 45 00 26.61533(N) 084 10 28.32292(W)   ADJUSTED
 QK0892* NAVD 88 ORTHO HEIGHT -   268.6   (meters)      881.    (feet) VERTCON3
 QK0892  ______________________________________________________________________
 QK0892  GEOID HEIGHT    -        -35.783 (meters)                     GEOID18
 QK0892  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 QK0892  HORZ ORDER      -  THIRD
 QK0892
 QK0892.The horizontal coordinates were established by classical geodetic methods
 QK0892.and adjusted by the National Geodetic Survey in February 1997.
 QK0892
 QK0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0892
 QK0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0892.GEOID18 height accuracy estimate available here.
 QK0892
 QK0892.Click photographs - Photos may exist for this station.
 QK0892
 QK0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0892
 QK0892. The following values were computed from the NAD 83(1994) position.
 QK0892
 QK0892;                    North         East     Units Scale Factor Converg.
 QK0892;SPC MI C     -   187,891.336 6,015,145.766   MT  0.99991333   +0 08 08.6
 QK0892;SPC MI C     -   616,441.39 19,734,730.20   iFT  0.99991333   +0 08 08.6
 QK0892;UTM  16      - 4,987,655.875   722,661.384   MT  1.00020967   +1 59 56.3
 QK0892
 QK0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0892!SPC MI C     -   0.99996350  x   0.99991333  =   0.99987683
 QK0892!UTM  16      -   0.99996350  x   1.00020967  =   1.00017316
 QK0892
 QK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2266187655(NAD 83)
 QK0892
 QK0892                          SUPERSEDED SURVEY CONTROL
 QK0892
 QK0892  NAD 83(1986)-  45 00 26.60643(N)    084 10 28.32631(W) AD(       ) 3
 QK0892  NGVD 29 (04/09/92)  268.8    (m)          882.     (f) VERT ANG       
 QK0892
 QK0892.Superseded values are not recommended for survey control.
 QK0892
 QK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0892.See file dsdata.pdf to determine how the superseded data were derived.
 QK0892
 QK0892_MARKER: DD = SURVEY DISK
 QK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0892_STAMPING: 60021901
 QK0892_MARK LOGO: MIDH
 QK0892_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0892+STABILITY: SURFACE MOTION
 QK0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0892+SATELLITE: SATELLITE OBSERVATIONS - 1983
 QK0892
 QK0892  HISTORY     - Date     Condition        Report By
 QK0892  HISTORY     - 1983     MONUMENTED       MIDH
 QK0892  HISTORY     - 20011205 GOOD             NGS
 QK0892
 QK0892                          STATION DESCRIPTION
 QK0892
 QK0892'DESCRIBED BY MI DEPT OF HIGHWAYS 1983
 QK0892'THE STATION IS LOCATED IN QUAD 450842, ABOUT 2.75 KM (1.71 MI) WEST OF
 QK0892'ATLANTA AND HIGHWAY RIGHT-OF-WAY PROPERTY.
 QK0892'TO REACH FROM THE POST OFFICE AND THE JUNCTION OF STATE HIGHWAYS M-32
 QK0892'AND M-33 IN THE CENTER OF ATLANTA, GO WEST ON HIGHWAY M-33 FOR 2.75
 QK0892'KM (1.71 MI) TO STATION ON RIGHT AS DESCRIBED.
 QK0892'THE STATION IS LOCATED 25.603 M (83.999 FT) SOUTH-SOUTEAST FROM THE
 QK0892'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 16.002 M (52.500 FT) WEST
 QK0892'FROM A DRIVEWAY, 10.058 M (32.999 FT) EAST FROM A UTILITY POLE AND
 QK0892'8.839 M (28.999 FT) NORTH FROM THE CENTER OF STATE HIGHWAY M-33.
 QK0892'A TRAVERSE CONNECTION WAS MADE TO STATION VOYER 1956 USING ELECTRONIC
 QK0892'DISTANCE MEASURING EQUIPMENT.
 QK0892'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 QK0892'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QK0892
 QK0892                          STATION RECOVERY (2001)
 QK0892
 QK0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0892'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0364 ***********************************************************************
 QJ0364  DESIGNATION -  60022905
 QJ0364  PID         -  QJ0364
 QJ0364  STATE/COUNTY-  MI/MONTMORENCY
 QJ0364  COUNTRY     -  US
 QJ0364  USGS QUAD   -  HILLMAN (2017)
 QJ0364
 QJ0364                         *CURRENT SURVEY CONTROL
 QJ0364  ______________________________________________________________________
 QJ0364* NAD 83(1994) POSITION- 45 04 39.57842(N) 083 54 02.27100(W)   ADJUSTED
 QJ0364* NAVD 88 ORTHO HEIGHT -   244.0   (meters)      801.    (feet) VERTCON3
 QJ0364  ______________________________________________________________________
 QJ0364  GEOID HEIGHT    -        -36.213 (meters)                     GEOID18
 QJ0364  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 QJ0364  HORZ ORDER      -  THIRD
 QJ0364
 QJ0364.The horizontal coordinates were established by classical geodetic methods
 QJ0364.and adjusted by the National Geodetic Survey in February 1997.
 QJ0364
 QJ0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0364
 QJ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0364.GEOID18 height accuracy estimate available here.
 QJ0364
 QJ0364.Click photographs - Photos may exist for this station.
 QJ0364
 QJ0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0364
 QJ0364. The following values were computed from the NAD 83(1994) position.
 QJ0364
 QJ0364;                    North         East     Units Scale Factor Converg.
 QJ0364;SPC MI C     -   195,787.155 6,036,692.473   MT  0.99991545   +0 19 45.2
 QJ0364;SPC MI C     -   642,346.31 19,805,421.50   iFT  0.99991545   +0 19 45.2
 QJ0364;UTM  17      - 4,995,671.259   271,695.102   MT  1.00024095   -2 03 17.0
 QJ0364
 QJ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0364!SPC MI C     -   0.99996742  x   0.99991545  =   0.99988287
 QJ0364!UTM  17      -   0.99996742  x   1.00024095  =   1.00020836
 QJ0364
 QJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7169595671(NAD 83)
 QJ0364
 QJ0364                          SUPERSEDED SURVEY CONTROL
 QJ0364
 QJ0364  NAD 83(1986)-  45 04 39.57025(N)    083 54 02.27128(W) AD(       ) 3
 QJ0364  NGVD 29 (04/09/92)  244.2    (m)          801.     (f) VERT ANG       
 QJ0364
 QJ0364.Superseded values are not recommended for survey control.
 QJ0364
 QJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0364.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0364
 QJ0364_MARKER: DD = SURVEY DISK
 QJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0364_STAMPING: 60022-905
 QJ0364_MARK LOGO: MIDH
 QJ0364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0364+STABILITY: SURFACE MOTION
 QJ0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0364+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2025
 QJ0364
 QJ0364  HISTORY     - Date     Condition        Report By
 QJ0364  HISTORY     - 1983     MONUMENTED       MIDH
 QJ0364  HISTORY     - 20011205 GOOD             NGS
 QJ0364  HISTORY     - 20060808 GOOD             INDIV
 QJ0364  HISTORY     - 20250813 GOOD             MIDT
 QJ0364
 QJ0364                          STATION DESCRIPTION
 QJ0364
 QJ0364'DESCRIBED BY MI DEPT OF HIGHWAYS 1983
 QJ0364'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 1.62 KM (1.01 MI) NORTH
 QJ0364'OF THE THUNDER BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN ON HIGHWAY
 QJ0364'RIGHT-OF-WAY PROPERTY.
 QJ0364'TO REACH FROM THE POST OFFICE AND THE THUNDER BAY RIVER BRIDGE IN
 QJ0364'HILLMAN, GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY ROUTE 451
 QJ0364'FOR 1.62 KM (1.01 MI) TO STATION ON RIGHT.
 QJ0364'STATION IS 13.411 M (43.999 FT) EAST FROM THE CENTER OF COUNTY ROUTE
 QJ0364'451, 5.182 M (17.001 FT) NORTH FROM THE NORTH EDGE OF A GRAVEL
 QJ0364'DRIVEWAY AND 0.610 M (2.001 FT) SOUTH FROM A UTILITY POLE.
 QJ0364'THE AZIMUTH DETERMINATION WAS DERIVED FROM TAKING A POLARIS
 QJ0364'OBSERVATION AT STATION HILLMAN 1956.  A TRAVERSE CONNECTION USING
 QJ0364'ELECTRONIC DISTANCE MEASURING EQUIPMENT WAS MADE BETWEEN THESE TWO
 QJ0364'STATIONS.
 QJ0364'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 QJ0364'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QJ0364
 QJ0364                          STATION RECOVERY (2001)
 QJ0364
 QJ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0364
 QJ0364                          STATION RECOVERY (2006)
 QJ0364
 QJ0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 QJ0364'RECOVERED IN GOOD CONDITION.
 QJ0364
 QJ0364                          STATION RECOVERY (2025)
 QJ0364
 QJ0364'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QJ0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0097 ***********************************************************************
 OK0097  DESIGNATION -  602 MICH
 OK0097  PID         -  OK0097
 OK0097  STATE/COUNTY-  MI/SAGINAW
 OK0097  COUNTRY     -  US
 OK0097  USGS QUAD   -  SAINT CHARLES (2017)
 OK0097
 OK0097                         *CURRENT SURVEY CONTROL
 OK0097  ______________________________________________________________________
 OK0097* NAD 83(1986) POSITION- 43 15 16.     (N) 084 07 47.     (W)   SCALED
 OK0097* NAVD 88 ORTHO HEIGHT -   183.163 (meters)      600.93  (feet) ADJUSTED
 OK0097  ______________________________________________________________________
 OK0097  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 OK0097  DYNAMIC HEIGHT  -        183.125 (meters)      600.80  (feet) COMP
 OK0097  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 OK0097
 OK0097  VERT ORDER      -  SECOND    CLASS 0
 OK0097
 OK0097.The horizontal coordinates were scaled from a map and have
 OK0097.an estimated accuracy of +/- 6 seconds.
 OK0097
 OK0097.The orthometric height was determined by differential leveling and
 OK0097.adjusted by the NATIONAL GEODETIC SURVEY
 OK0097.in June 1991.
 OK0097
 OK0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0097.GEOID18 height accuracy estimate available here.
 OK0097
 OK0097.Click photographs - Photos may exist for this station.
 OK0097
 OK0097.The dynamic height is computed by dividing the NAVD 88
 OK0097.geopotential number by the normal gravity value computed on the
 OK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0097.degrees latitude (g = 980.6199 gals.).
 OK0097
 OK0097.The modeled gravity was interpolated from observed gravity values.
 OK0097
 OK0097;                    North         East    Units  Estimated Accuracy
 OK0097;SPC MI S     -   194,910.    4,019,240.      MT  (+/- 180 meters Scaled)
 OK0097
 OK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN329930(NAD 83)
 OK0097
 OK0097                          SUPERSEDED SURVEY CONTROL
 OK0097
 OK0097  NGVD 29 (??/??/92)  183.338  (m)          601.50   (f) ADJ UNCH    2 0
 OK0097
 OK0097.Superseded values are not recommended for survey control.
 OK0097
 OK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0097.See file dsdata.pdf to determine how the superseded data were derived.
 OK0097
 OK0097_MARKER: P = PIPE CAP
 OK0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0097_STAMPING: 602 MICH
 OK0097_MARK LOGO: USGS
 OK0097_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0097+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1994
 OK0097
 OK0097  HISTORY     - Date     Condition        Report By
 OK0097  HISTORY     - 1913     MONUMENTED       USGS
 OK0097  HISTORY     - 1934     GOOD             CGS
 OK0097  HISTORY     - 19940804 GOOD             NGS
 OK0097  HISTORY     - 20010808 GOOD             NGS
 OK0097  HISTORY     - 20011128 GOOD             NGS
 OK0097
 OK0097                          STATION DESCRIPTION
 OK0097
 OK0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0097'2.8 MI S FROM ST CHARLES.
 OK0097'2.8 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0097'STATION AT SAINT CHARLES, SAGINAW COUNTY, AT FERGUS, 75 FEET
 OK0097'NORTH AND ACROSS FROM THE GENERAL STORE, AT A ROAD CROSSING,
 OK0097'40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF
 OK0097'THE EAST RAIL, AT THE EDGE OF A FENCE, AND 1 FOOT LOWER THAN
 OK0097'THE TOP OF THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 OK0097'STAMPED 602 MICH. AND SET IN THE TOP OF A CONCRETE POST.
 OK0097
 OK0097                          STATION RECOVERY (1994)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 OK0097'3.0 MILES (4.8 KM) SOUTH OF ST CHARLES AT THE SMALL COMMUNITY OF
 OK0097'FERGUS, NEAR THE QUARTER CORNERS BETWEEN SECTIONS 20 AND 21, T-10-N,
 OK0097'R-3-E, ST CHARLES TOWNSHIP. TO REACH FROM THE STOPLIGHT AT THE CORNER
 OK0097'OF STATE ROUTE M-52 AND SAGINAW STREET IN ST CHARLES, GO SOUTH ON
 OK0097'HIGHWAY M-52 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF FERGUS ROAD.
 OK0097'TURN LEFT AND GO EAST ON FERGUS ROAD FOR ABOUT 1.8 MILES (2.9 KM) TO A
 OK0097'RAILROAD CROSSING AND THE STATION IN THE FRONT LAWN OF A HOUSE ALONG
 OK0097'THE EAST SIDE OF RAILROAD CROSSING,  A BRASS CAP ATTACHED TO IRON PIPE
 OK0097'DRIVEN INTO THE GROUND, NOT A DISK SET INTO A CONCRETE MONUMENT AS
 OK0097'PREVIOUSLY DESCRIBED, 152.0 FEET (46.3 M) WEST OF CENTER MC KEIGHAN
 OK0097'ROAD, 42.0 FEET (12.8 M) EAST OF RAILROAD TRACK, 38.0 FEET (11.6 M)
 OK0097'NORTH OF CENTER OF FERGUS ROAD, AND 5.5 FEET (1.7 M) WEST OF A UTILITY
 OK0097'POLE.
 OK0097
 OK0097                          STATION RECOVERY (2001)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0097'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0097
 OK0097                          STATION RECOVERY (2001)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0097'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0388 ***********************************************************************
 OJ0388  DESIGNATION -  61
 OJ0388  PID         -  OJ0388
 OJ0388  STATE/COUNTY-  MI/GENESEE
 OJ0388  COUNTRY     -  US
 OJ0388  USGS QUAD   -  FLINT NORTH (2017)
 OJ0388
 OJ0388                         *CURRENT SURVEY CONTROL
 OJ0388  ______________________________________________________________________
 OJ0388* NAD 83(1986) POSITION- 43 00 37.     (N) 083 41 09.     (W)   SCALED
 OJ0388* NAVD 88 ORTHO HEIGHT -   230.712 (meters)      756.93  (feet) ADJUSTED
 OJ0388  ______________________________________________________________________
 OJ0388  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 OJ0388  DYNAMIC HEIGHT  -        230.652 (meters)      756.73  (feet) COMP
 OJ0388  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OJ0388
 OJ0388  VERT ORDER      -  SECOND    CLASS 0
 OJ0388
 OJ0388.The horizontal coordinates were scaled from a map and have
 OJ0388.an estimated accuracy of +/- 6 seconds.
 OJ0388
 OJ0388.The orthometric height was determined by differential leveling and
 OJ0388.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0388.in June 1991.
 OJ0388
 OJ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0388.GEOID18 height accuracy estimate available here.
 OJ0388
 OJ0388.Click photographs - Photos may exist for this station.
 OJ0388
 OJ0388.The dynamic height is computed by dividing the NAVD 88
 OJ0388.geopotential number by the normal gravity value computed on the
 OJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0388.degrees latitude (g = 980.6199 gals.).
 OJ0388
 OJ0388.The modeled gravity was interpolated from observed gravity values.
 OJ0388
 OJ0388;                    North         East    Units  Estimated Accuracy
 OJ0388;SPC MI S     -   167,980.    4,055,500.      MT  (+/- 180 meters Scaled)
 OJ0388
 OJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH811654(NAD 83)
 OJ0388
 OJ0388                          SUPERSEDED SURVEY CONTROL
 OJ0388
 OJ0388  NGVD 29 (??/??/92)  230.864  (m)          757.43   (f) ADJ UNCH    2 0
 OJ0388
 OJ0388.Superseded values are not recommended for survey control.
 OJ0388
 OJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0388.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0388
 OJ0388_MARKER: DD = SURVEY DISK
 OJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0388_STAMPING: 61
 OJ0388_MARK LOGO: MI1730
 OJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0388+STABILITY: SURFACE MOTION
 OJ0388
 OJ0388  HISTORY     - Date     Condition        Report By
 OJ0388  HISTORY     - UNK      MONUMENTED       MI1730
 OJ0388  HISTORY     - 1934     GOOD             CGS
 OJ0388  HISTORY     - 1961     MARK NOT FOUND   AEROS
 OJ0388
 OJ0388                          STATION DESCRIPTION
 OJ0388
 OJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0388'AT FLINT.
 OJ0388'AT FLINT, GENESEE COUNTY, 33 YARDS NORTHWEST OF THE NORTHWEST
 OJ0388'CORNER OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION,
 OJ0388'ON SAGINAW STREET, AT THE NORTHEAST CORNER OF THE INTERSECTION
 OJ0388'WITH FOURTEENTH STREET, 31.2 FEET SOUTHWEST OF THE SOUTHWEST
 OJ0388'CORNER OF A PURE OIL SERVICE STATION, AND 3.7 FEET NORTHEAST
 OJ0388'OF THE INTERSECTION OF THE NORTH CURB OF FOURTEENTH STREET WITH
 OJ0388'THE EAST CURB OF SAGINAW STREET.  A CITY OF FLINT STANDARD
 OJ0388'DISK, STAMPED 61 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0388'NOTE-- INSTALLATION OF UNDERPASS FOR SAGINAW STREET CROSSING OF
 OJ0388'GRAND TRUNK WESTERN RAILROAD PROBABLY DESTROYED THIS MARK.
 OJ0388
 OJ0388                          STATION RECOVERY (1961)
 OJ0388
 OJ0388'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 OJ0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0917 ***********************************************************************
 RJ0917  DESIGNATION -  61
 RJ0917  PID         -  RJ0917
 RJ0917  STATE/COUNTY-  MI/CHIPPEWA
 RJ0917  COUNTRY     -  US
 RJ0917  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0917
 RJ0917                         *CURRENT SURVEY CONTROL
 RJ0917  ______________________________________________________________________
 RJ0917* NAD 83(1994) POSITION- 46 16 17.89787(N) 084 07 15.19825(W)   ADJUSTED
 RJ0917* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0917  ______________________________________________________________________
 RJ0917  GEOID HEIGHT    -        -36.566 (meters)                     GEOID18
 RJ0917  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 RJ0917  HORZ ORDER      -  THIRD
 RJ0917
 RJ0917.The horizontal coordinates were established by classical geodetic methods
 RJ0917.and adjusted by the National Geodetic Survey in February 1997.
 RJ0917
 RJ0917.The orthometric height was scaled from a topographic map.
 RJ0917
 RJ0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0917.GEOID18 height accuracy estimate available here.
 RJ0917
 RJ0917.Click photographs - Photos may exist for this station.
 RJ0917
 RJ0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0917
 RJ0917. The following values were computed from the NAD 83(1994) position.
 RJ0917
 RJ0917;                    North         East     Units Scale Factor Converg.
 RJ0917;SPC MI N     -   169,445.635 8,221,861.240   MT  0.99990286   +2 04 51.6
 RJ0917;SPC MI N     -   555,924.00 26,974,610.37   iFT  0.99990286   +2 04 51.6
 RJ0917;SPC MI C     -   328,416.709 6,018,948.846   MT  1.00018269   +0 10 25.0
 RJ0917;SPC MI C     - 1,077,482.64 19,747,207.50   iFT  1.00018269   +0 10 25.0
 RJ0917;UTM  16      - 5,128,258.450   721,838.775   MT  1.00020499   +2 04 52.9
 RJ0917
 RJ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0917!SPC MI N     -   0.99997814  x   0.99990286  =   0.99988100
 RJ0917!SPC MI C     -   0.99997814  x   1.00018269  =   1.00016083
 RJ0917!UTM  16      -   0.99997814  x   1.00020499  =   1.00018313
 RJ0917
 RJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2183828258(NAD 83)
 RJ0917
 RJ0917                          SUPERSEDED SURVEY CONTROL
 RJ0917
 RJ0917  NAD 83(1986)-  46 16 17.87667(N)    084 07 15.20234(W) AD(       ) 3
 RJ0917  NAD 27      -  46 16 17.82200(N)    084 07 15.10600(W) AD(       ) 3
 RJ0917  USSD        -  46 16 18.56000(N)    084 07 14.34000(W) AD(       ) 3
 RJ0917
 RJ0917.Superseded values are not recommended for survey control.
 RJ0917
 RJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0917.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0917
 RJ0917_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0917_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0917_MARK LOGO: IBC
 RJ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0917
 RJ0917  HISTORY     - Date     Condition        Report By
 RJ0917  HISTORY     - 1878     MONUMENTED       USLS
 RJ0917  HISTORY     - 1968     GOOD             USACE
 RJ0917
 RJ0917                          STATION DESCRIPTION
 RJ0917
 RJ0917'DESCRIBED BY US LAKE SURVEY 1878
 RJ0917'ON THE E SIDE OF NEEBISH ISLAND, 1/2 MILE N OF RAINS ISLAND.  IT
 RJ0917'IS ON THE POINT OF WOODS, AT THE LOWER END OF LITTLE MUD LAKE, AND
 RJ0917'1/4 MILE N OF MIRRE POINT.  IT IS IN AN OPEN FIELD LEADING FROM
 RJ0917'A SMALL BAY ON THE S SIDE OF THE POINT AND 75 FEET DISTANT, TO A
 RJ0917'SUMMER HOUSE 125 FEET FARTHER INLAND.  WOODS ARE S OF THE CLEARING
 RJ0917'AND THE ALDER SWAMP ON THE POINT N.  IT IS 6 FEET N OF THE PATH
 RJ0917'LEADING FROM A SMALL DOCK IN THE BAY TO THE COTTAGE.
 RJ0917'
 RJ0917'STATION MARK IS A DRILL HOLE IN A FLAT ROCK UNDERGROUND.  A STANDARD
 RJ0917'I B C BRONZE DISK IN THE TOP OF A CYLINDER OF CONCRETE 7 INCHES IN
 RJ0917'DIAMETER AND 20 INCHES LONG IS SET OVER THE STATION, WITH THE TOP
 RJ0917'PROJECTING A FEW INCHES IN A CAIRN.  A PAINTED TRIPOD IS OVER THE
 RJ0917'STATION.
 RJ0917'
 RJ0917'RANGE 1944 IS 56.556 METERS FROM 61 (U S L S), N 72 DEG 42 MIN E.
 RJ0917
 RJ0917                          STATION RECOVERY (1968)
 RJ0917
 RJ0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0745 ***********************************************************************
 NE0745  DESIGNATION -  61 1/2
 NE0745  PID         -  NE0745
 NE0745  STATE/COUNTY-  MI/GENESEE
 NE0745  COUNTRY     -  US
 NE0745  USGS QUAD   -  BYRON (2017)
 NE0745
 NE0745                         *CURRENT SURVEY CONTROL
 NE0745  ______________________________________________________________________
 NE0745* NAD 83(1986) POSITION- 42 51 52.     (N) 083 53 38.     (W)   SCALED
 NE0745* NAVD 88 ORTHO HEIGHT -   255.457 (meters)      838.11  (feet) ADJUSTED
 NE0745  ______________________________________________________________________
 NE0745  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 NE0745  DYNAMIC HEIGHT  -        255.390 (meters)      837.89  (feet) COMP
 NE0745  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 NE0745
 NE0745  VERT ORDER      -  SECOND    CLASS 0
 NE0745
 NE0745.The horizontal coordinates were scaled from a map and have
 NE0745.an estimated accuracy of +/- 6 seconds.
 NE0745
 NE0745.The orthometric height was determined by differential leveling and
 NE0745.adjusted by the NATIONAL GEODETIC SURVEY
 NE0745.in June 1991.
 NE0745
 NE0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0745.GEOID18 height accuracy estimate available here.
 NE0745
 NE0745.Click photographs - Photos may exist for this station.
 NE0745
 NE0745.The dynamic height is computed by dividing the NAVD 88
 NE0745.geopotential number by the normal gravity value computed on the
 NE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0745.degrees latitude (g = 980.6199 gals.).
 NE0745
 NE0745.The modeled gravity was interpolated from observed gravity values.
 NE0745
 NE0745;                    North         East    Units  Estimated Accuracy
 NE0745;SPC MI S     -   151,670.    4,038,630.      MT  (+/- 180 meters Scaled)
 NE0745
 NE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH635498(NAD 83)
 NE0745
 NE0745                          SUPERSEDED SURVEY CONTROL
 NE0745
 NE0745  NGVD 29 (??/??/92)  255.584  (m)          838.53   (f) ADJ UNCH    2 0
 NE0745
 NE0745.Superseded values are not recommended for survey control.
 NE0745
 NE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0745.See file dsdata.pdf to determine how the superseded data were derived.
 NE0745
 NE0745_MARKER: B = BOLT
 NE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0745_STAMPING: 61 1/2
 NE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0745+STABILITY: SURFACE MOTION
 NE0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0745+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 NE0745
 NE0745  HISTORY     - Date     Condition        Report By
 NE0745  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0745  HISTORY     - 1967     GOOD             USGS
 NE0745  HISTORY     - 20070409 GOOD             ROWEIN
 NE0745
 NE0745                          STATION DESCRIPTION
 NE0745
 NE0745'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0745'1.1 MI SE FROM GAINES.
 NE0745'GAINES, GENESEE COUNTY, 0.65 MI. S. AND 0.9 MI. E OF, ABOUT 1.1
 NE0745'MI. SE ALONG THE GRAND TRUNK WESTERN RY. FROM THE STATION AT,
 NE0745'T. 5 N., R. 5 E., IN THE NE 1/4 OF SEC. 5, 0.2 MI. SE OF CROSSING
 NE0745'OF GTWRR AND DUFFIELD RD., 45 FT. NE OF NORMAL AND 1.4 FT. LOWER
 NE0745'THAN N. RAIL, 9.0 FT. NE OF A POLE, 9.0 FT. NE OF A WITNESS SIGN,
 NE0745'2.0 FT. SW OF A RIGHT OF WAY FENCE, IN CONC. POST PROJ. 1.0 FT.,
 NE0745'A COPPER BOLT STAMPED 61 1/2.
 NE0745
 NE0745                          STATION RECOVERY (2007)
 NE0745
 NE0745'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0745'THE STATION IS AS DESCRIBED WITH THE DELETION OF THE WITNESS SIGN AND
 NE0745'THE ADDITION OF 3 FEET SOUTHEAST OF WOOD FENCE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0733 ***********************************************************************
 NE0733  DESIGNATION -  61 1/2
 NE0733  PID         -  NE0733
 NE0733  STATE/COUNTY-  MI/LIVINGSTON
 NE0733  COUNTRY     -  US
 NE0733  USGS QUAD   -  SOUTH LYON (2017)
 NE0733
 NE0733                         *CURRENT SURVEY CONTROL
 NE0733  ______________________________________________________________________
 NE0733* NAD 83(1986) POSITION- 42 27 10.     (N) 083 41 30.     (W)   SCALED
 NE0733* NAVD 88 ORTHO HEIGHT -   275.297 (meters)      903.20  (feet) ADJUSTED
 NE0733  ______________________________________________________________________
 NE0733  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 NE0733  DYNAMIC HEIGHT  -        275.218 (meters)      902.94  (feet) COMP
 NE0733  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 NE0733
 NE0733  VERT ORDER      -  SECOND    CLASS 0
 NE0733
 NE0733.The horizontal coordinates were scaled from a map and have
 NE0733.an estimated accuracy of +/- 6 seconds.
 NE0733
 NE0733.The orthometric height was determined by differential leveling and
 NE0733.adjusted by the NATIONAL GEODETIC SURVEY
 NE0733.in June 1991.
 NE0733
 NE0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0733.GEOID18 height accuracy estimate available here.
 NE0733
 NE0733.Click photographs - Photos may exist for this station.
 NE0733
 NE0733.The dynamic height is computed by dividing the NAVD 88
 NE0733.geopotential number by the normal gravity value computed on the
 NE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0733.degrees latitude (g = 980.6199 gals.).
 NE0733
 NE0733.The modeled gravity was interpolated from observed gravity values.
 NE0733
 NE0733;                    North         East    Units  Estimated Accuracy
 NE0733;SPC MI S     -   106,060.    4,055,520.      MT  (+/- 180 meters Scaled)
 NE0733
 NE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH786035(NAD 83)
 NE0733
 NE0733                          SUPERSEDED SURVEY CONTROL
 NE0733
 NE0733  NGVD 29 (??/??/92)  275.419  (m)          903.60   (f) ADJ UNCH    2 0
 NE0733
 NE0733.Superseded values are not recommended for survey control.
 NE0733
 NE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0733.See file dsdata.pdf to determine how the superseded data were derived.
 NE0733
 NE0733_MARKER: B = BOLT
 NE0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0733_STAMPING: 61-1/2
 NE0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0733+STABILITY: SURFACE MOTION
 NE0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0733+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2006
 NE0733
 NE0733  HISTORY     - Date     Condition        Report By
 NE0733  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0733  HISTORY     - 1934     GOOD             CGS
 NE0733  HISTORY     - 1973     GOOD             LOCSUR
 NE0733  HISTORY     - 20030502 GOOD             ROWEIN
 NE0733  HISTORY     - 20061217 GOOD             INDIV
 NE0733
 NE0733                          STATION DESCRIPTION
 NE0733
 NE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0733'2.6 MI W FROM SOUTH LYON.
 NE0733'IN LIVINGSTON COUNTY, 2.6 MILES WEST ALONG THE GRAND TRUNK
 NE0733'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0733'0.5 MILE WEST OF MILEPOST 61, 400 YARDS EAST OF A ROAD CROSSING,
 NE0733'347 YARDS EAST OF THE EAST ABUTMENT OF BRIDGE 61.71, 15 YARDS
 NE0733'NORTH OF THE NORTH RAIL, AND ABOUT 6 FEET HIGHER THAN THE TOP
 NE0733'OF THE RAIL.  A COPPER BOLT, STAMPED 61-1/2 AND SET IN THE TOP
 NE0733'OF A CONCRETE POST.
 NE0733
 NE0733                          STATION RECOVERY (1973)
 NE0733
 NE0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0733'RECOVERED IN GOOD CONDITION.
 NE0733
 NE0733                          STATION RECOVERY (2003)
 NE0733
 NE0733'RECOVERY NOTE BY ROWE INCORPORATED 2003 (RLS)
 NE0733'RAILROAD TRACKS NO LONGER EXIST.  GPS NOT POSSIBLE DUE TO TREE COVER.
 NE0733
 NE0733                          STATION RECOVERY (2006)
 NE0733
 NE0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0733'SET 6' TALL GREEN FENCE POST BY STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0346 ***********************************************************************
 OK0346  DESIGNATION -  61 1/2
 OK0346  PID         -  OK0346
 OK0346  STATE/COUNTY-  MI/KENT
 OK0346  COUNTRY     -  US
 OK0346  USGS QUAD   -  SPARTA (2017)
 OK0346
 OK0346                         *CURRENT SURVEY CONTROL
 OK0346  ______________________________________________________________________
 OK0346* NAD 83(1986) POSITION- 43 11 56.     (N) 085 38 38.     (W)   SCALED
 OK0346* NAVD 88 ORTHO HEIGHT -   244.499 (meters)      802.16  (feet) ADJUSTED
 OK0346  ______________________________________________________________________
 OK0346  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 OK0346  DYNAMIC HEIGHT  -        244.441 (meters)      801.97  (feet) COMP
 OK0346  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OK0346
 OK0346  VERT ORDER      -  SECOND    CLASS 0
 OK0346
 OK0346.The horizontal coordinates were scaled from a map and have
 OK0346.an estimated accuracy of +/- 6 seconds.
 OK0346
 OK0346.The orthometric height was determined by differential leveling and
 OK0346.adjusted by the NATIONAL GEODETIC SURVEY
 OK0346.in June 1991.
 OK0346
 OK0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0346.GEOID18 height accuracy estimate available here.
 OK0346
 OK0346.Click photographs - Photos may exist for this station.
 OK0346
 OK0346.The dynamic height is computed by dividing the NAVD 88
 OK0346.geopotential number by the normal gravity value computed on the
 OK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0346.degrees latitude (g = 980.6199 gals.).
 OK0346
 OK0346.The modeled gravity was interpolated from observed gravity values.
 OK0346
 OK0346;                    North         East    Units  Estimated Accuracy
 OK0346;SPC MI S     -   189,500.    3,896,200.      MT  (+/- 180 meters Scaled)
 OK0346
 OK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN101837(NAD 83)
 OK0346
 OK0346                          SUPERSEDED SURVEY CONTROL
 OK0346
 OK0346  NGVD 29 (??/??/92)  244.629  (m)          802.59   (f) ADJ UNCH    2 0
 OK0346
 OK0346.Superseded values are not recommended for survey control.
 OK0346
 OK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0346.See file dsdata.pdf to determine how the superseded data were derived.
 OK0346
 OK0346_MARKER: Z = SEE DESCRIPTION
 OK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0346_STAMPING: 61 1/2
 OK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0346+STABILITY: SURFACE MOTION
 OK0346
 OK0346  HISTORY     - Date     Condition        Report By
 OK0346  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0346  HISTORY     - 1934     GOOD             CGS
 OK0346  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0346
 OK0346                          STATION DESCRIPTION
 OK0346
 OK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0346'3.7 MI E FROM SPARTA.
 OK0346'3.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OK0346'THE JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA,
 OK0346'KENT COUNTY, 21 FEET NORTH OF THE NORTH RAIL, AND AT THE FENCE
 OK0346'LINE.  A BRASS PLUG, STAMPED 61 1/2 AND SET IN THE TOP OF A
 OK0346'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- RR
 OK0346'TRACKS ARE GONE.
 OK0346
 OK0346                          STATION RECOVERY (1965)
 OK0346
 OK0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0126 ***********************************************************************
 NE0126  DESIGNATION -  61 252 C OF D
 NE0126  PID         -  NE0126
 NE0126  STATE/COUNTY-  MI/WAYNE
 NE0126  COUNTRY     -  US
 NE0126  USGS QUAD   -  BELLE ISLE (2017)
 NE0126
 NE0126                         *CURRENT SURVEY CONTROL
 NE0126  ______________________________________________________________________
 NE0126* NAD 83(1986) POSITION- 42 21 30.     (N) 082 56 36.     (W)   SCALED
 NE0126* NAVD 88 ORTHO HEIGHT -   175.437 (meters)      575.58  (feet) ADJUSTED
 NE0126  ______________________________________________________________________
 NE0126  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 NE0126  DYNAMIC HEIGHT  -        175.385 (meters)      575.41  (feet) COMP
 NE0126  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 NE0126
 NE0126  VERT ORDER      -  FIRST     CLASS 0
 NE0126
 NE0126.The horizontal coordinates were scaled from a map and have
 NE0126.an estimated accuracy of +/- 6 seconds.
 NE0126
 NE0126.The orthometric height was determined by differential leveling and
 NE0126.adjusted by the NATIONAL GEODETIC SURVEY
 NE0126.in June 1991.
 NE0126
 NE0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0126.GEOID18 height accuracy estimate available here.
 NE0126
 NE0126.Click photographs - Photos may exist for this station.
 NE0126
 NE0126.The dynamic height is computed by dividing the NAVD 88
 NE0126.geopotential number by the normal gravity value computed on the
 NE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0126.degrees latitude (g = 980.6199 gals.).
 NE0126
 NE0126.The modeled gravity was interpolated from observed gravity values.
 NE0126
 NE0126;                    North         East    Units  Estimated Accuracy
 NE0126;SPC MI S     -    96,330.    4,117,250.      MT  (+/- 180 meters Scaled)
 NE0126
 NE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG399913(NAD 83)
 NE0126
 NE0126                          SUPERSEDED SURVEY CONTROL
 NE0126
 NE0126  NGVD 29 (??/??/92)  175.594  (m)          576.09   (f) ADJ UNCH    1 0
 NE0126
 NE0126.Superseded values are not recommended for survey control.
 NE0126
 NE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0126.See file dsdata.pdf to determine how the superseded data were derived.
 NE0126
 NE0126_MARKER: DD = SURVEY DISK
 NE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0126+STABILITY: SURFACE MOTION
 NE0126
 NE0126  HISTORY     - Date     Condition        Report By
 NE0126  HISTORY     - UNK      MONUMENTED       MI1260
 NE0126  HISTORY     - 1970     GOOD             USLS
 NE0126  HISTORY     - 20020206 GOOD             USPSQD
 NE0126
 NE0126                          STATION DESCRIPTION
 NE0126
 NE0126'DESCRIBED BY US LAKE SURVEY 1970
 NE0126'IN DETROIT.
 NE0126'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0126'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0126'NORTHEAST CORNER OF SCRIPPS AND LENOX STREETS, IN THE SIDEWALK,
 NE0126'5 FEET SOUTH OF THE NORTH PROPERTY LINE OF SCRIPPS STREET, 5
 NE0126'FEET WEST OF THE EAST PROPERTY LINE OF LENOX STREET, UNDER AN
 NE0126'8-INCH HAND HOLE COVER IN A WELL, BEING HIGHEST POINT OVER CROSS
 NE0126'IN CENTER OF BRONZE DISC SET INTO THE CONCRETE MONUMENT.
 NE0126
 NE0126                          STATION RECOVERY (2002)
 NE0126
 NE0126'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0126'LOCATION  9.33 FEET NW OF NW CURB OF SCRIPPS, 5.00 FEET NE OF NE CURB
 NE0126'OF LENOX, UNDER 6 INCH COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1299 ***********************************************************************
 RL1299  DESIGNATION -  610.4
 RL1299  PID         -  RL1299
 RL1299  STATE/COUNTY-  MI/ONTONAGON
 RL1299  COUNTRY     -  US
 RL1299  USGS QUAD   -  WHITE PINE (2017)
 RL1299
 RL1299                         *CURRENT SURVEY CONTROL
 RL1299  ______________________________________________________________________
 RL1299* NAD 83(1986) POSITION- 46 50 04.     (N) 089 32 57.     (W)   SCALED
 RL1299* NAVD 88 ORTHO HEIGHT -   186.079 (meters)      610.49  (feet) ADJUSTED
 RL1299  ______________________________________________________________________
 RL1299  GEOID HEIGHT    -        -31.057 (meters)                     GEOID18
 RL1299  DYNAMIC HEIGHT  -        186.110 (meters)      610.60  (feet) COMP
 RL1299  MODELED GRAVITY -    980,774.4   (mgal)                       NAVD 88
 RL1299
 RL1299  VERT ORDER      -  SECOND    CLASS 0
 RL1299
 RL1299.The horizontal coordinates were scaled from a map and have
 RL1299.an estimated accuracy of +/- 6 seconds.
 RL1299
 RL1299.The orthometric height was determined by differential leveling and
 RL1299.adjusted by the NATIONAL GEODETIC SURVEY
 RL1299.in June 1991.
 RL1299
 RL1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1299.GEOID18 height accuracy estimate available here.
 RL1299
 RL1299.Click photographs - Photos may exist for this station.
 RL1299
 RL1299.The dynamic height is computed by dividing the NAVD 88
 RL1299.geopotential number by the normal gravity value computed on the
 RL1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1299.degrees latitude (g = 980.6199 gals.).
 RL1299
 RL1299.The modeled gravity was interpolated from observed gravity values.
 RL1299
 RL1299;                    North         East    Units  Estimated Accuracy
 RL1299;SPC MI N     -   231,100.    7,805,570.      MT  (+/- 180 meters Scaled)
 RL1299
 RL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS056899(NAD 83)
 RL1299
 RL1299                          SUPERSEDED SURVEY CONTROL
 RL1299
 RL1299  NGVD 29 (??/??/92)  186.115  (m)          610.61   (f) ADJ UNCH    2 0
 RL1299
 RL1299.Superseded values are not recommended for survey control.
 RL1299
 RL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1299.See file dsdata.pdf to determine how the superseded data were derived.
 RL1299
 RL1299_MARKER: Q = CHISELED SQUARE
 RL1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1299_SP_SET: BRIDGE
 RL1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1299+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL1299
 RL1299  HISTORY     - Date     Condition        Report By
 RL1299  HISTORY     - UNK      MONUMENTED       USGS
 RL1299  HISTORY     - 1948     GOOD             CGS
 RL1299  HISTORY     - 19950614 GOOD             USPSQD
 RL1299  HISTORY     - 20040802 GOOD             USPSQD
 RL1299
 RL1299                          STATION DESCRIPTION
 RL1299
 RL1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1299'1 MI NE FROM SILVER CITY.
 RL1299'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1299'WITH STATE HIGHWAY 107 IN SILVER CITY, IN THE EAST END OF A 75
 RL1299'FOOT CONCRETE HIGHWAY BRIDGE, IN THE SOUTHEAST CORNER OF THE
 RL1299'FOUNDATION OF THE NORTH GUARD RAIL, 17 FEET NORTH OF THE CENTER
 RL1299'LINE OF THE HIGHWAY AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE
 RL1299'HIGHWAY.  AN OUTLINED SQUARE.
 RL1299
 RL1299                          STATION RECOVERY (1995)
 RL1299
 RL1299'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1299'RECOVERED IN GOOD CONDITION.
 RL1299
 RL1299                          STATION RECOVERY (2004)
 RL1299
 RL1299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0053 ***********************************************************************
 SG0053  DESIGNATION -  612
 SG0053  PID         -  SG0053
 SG0053  STATE/COUNTY-  MI/HOUGHTON
 SG0053  COUNTRY     -  US
 SG0053  USGS QUAD   -  CHASSELL (2017)
 SG0053
 SG0053                         *CURRENT SURVEY CONTROL
 SG0053  ______________________________________________________________________
 SG0053* NAD 83(1986) POSITION- 47 07 21.     (N) 088 34 00.     (W)   SCALED
 SG0053* NAVD 88 ORTHO HEIGHT -   186.155 (meters)      610.74  (feet) ADJUSTED
 SG0053  ______________________________________________________________________
 SG0053  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 SG0053  DYNAMIC HEIGHT  -        186.184 (meters)      610.84  (feet) COMP
 SG0053  MODELED GRAVITY -    980,763.7   (mgal)                       NAVD 88
 SG0053
 SG0053  VERT ORDER      -  FIRST     CLASS II
 SG0053
 SG0053.The horizontal coordinates were scaled from a map and have
 SG0053.an estimated accuracy of +/- 6 seconds.
 SG0053
 SG0053.The orthometric height was determined by differential leveling and
 SG0053.adjusted by the NATIONAL GEODETIC SURVEY
 SG0053.in June 1991.
 SG0053
 SG0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0053.GEOID18 height accuracy estimate available here.
 SG0053
 SG0053.Click photographs - Photos may exist for this station.
 SG0053
 SG0053.The dynamic height is computed by dividing the NAVD 88
 SG0053.geopotential number by the normal gravity value computed on the
 SG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0053.degrees latitude (g = 980.6199 gals.).
 SG0053
 SG0053.The modeled gravity was interpolated from observed gravity values.
 SG0053
 SG0053;                    North         East    Units  Estimated Accuracy
 SG0053;SPC MI N     -   261,170.    7,881,130.      MT  (+/- 180 meters Scaled)
 SG0053
 SG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT811199(NAD 83)
 SG0053
 SG0053                          SUPERSEDED SURVEY CONTROL
 SG0053
 SG0053  NGVD 29 (??/??/92)  186.167  (m)          610.78   (f) ADJ UNCH    1 2
 SG0053
 SG0053.Superseded values are not recommended for survey control.
 SG0053
 SG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0053.See file dsdata.pdf to determine how the superseded data were derived.
 SG0053
 SG0053_MARKER: DD = SURVEY DISK
 SG0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0053_SP_SET: BUILDING
 SG0053_STAMPING: 612
 SG0053_MARK LOGO: CGS
 SG0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0053
 SG0053  HISTORY     - Date     Condition        Report By
 SG0053  HISTORY     - 1908     MONUMENTED       USGS
 SG0053  HISTORY     - 1948     GOOD             CGS
 SG0053  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0053
 SG0053                          STATION DESCRIPTION
 SG0053
 SG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0053'AT HOUGHTON.
 SG0053'AT HOUGHTON, 68 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE
 SG0053'NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 SG0053'STATION, 27 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND SET
 SG0053'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF A BRICK
 SG0053'BUILDING ACROSS STREET FROM RAILWAY STATION, 1/2 FEET WEST OF THE
 SG0053'NORTHEAST CORNER AND ABOUT 3 FEET SIDE WALK.
 SG0053
 SG0053                          STATION RECOVERY (1996)
 SG0053
 SG0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0053'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3850 ***********************************************************************
 AA3850  DESIGNATION -  61200
 AA3850  PID         -  AA3850
 AA3850  STATE/COUNTY-  MI/MUSKEGON
 AA3850  COUNTRY     -  US
 AA3850  USGS QUAD   -  MUSKEGON EAST (2017)
 AA3850
 AA3850                         *CURRENT SURVEY CONTROL
 AA3850  ______________________________________________________________________
 AA3850* NAD 83(2011) POSITION- 43 09 41.58767(N) 086 12 43.21695(W)   ADJUSTED
 AA3850* NAD 83(2011) ELLIP HT-   158.332 (meters)        (06/27/12)   ADJUSTED
 AA3850* NAD 83(2011) EPOCH   -  2010.00
 AA3850* NAVD 88 ORTHO HEIGHT -   192.1   (meters)      630.    (feet) GPS OBS
 AA3850  ______________________________________________________________________
 AA3850  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3850  GEOID HEIGHT    -         -33.41 (meters)                     GEOID93
 AA3850  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 AA3850  NAD 83(2011) X  -    307,849.601 (meters)                     COMP
 AA3850  NAD 83(2011) Y  - -4,649,629.995 (meters)                     COMP
 AA3850  NAD 83(2011) Z  -  4,340,718.781 (meters)                     COMP
 AA3850  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 AA3850
 AA3850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3850  Standards:
 AA3850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3850  -------------------------------------------------------------------
 AA3850  NETWORK   19.04   9.94           3.78   9.49   5.07      0.12981852
 AA3850  -------------------------------------------------------------------
 AA3850  Click here for local accuracies and other accuracy information.
 AA3850
 AA3850.The horizontal coordinates were established by GPS observations
 AA3850.and adjusted by the National Geodetic Survey in June 2012.
 AA3850
 AA3850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3850.been affixed to the stable North American tectonic plate. See 
 AA3850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3850
 AA3850.The horizontal coordinates are valid at the epoch date displayed above
 AA3850.which is a decimal equivalence of Year/Month/Day.
 AA3850
 AA3850.The orthometric height was determined by GPS observations and a
 AA3850.high-resolution geoid model.
 AA3850
 AA3850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3850.GEOID18 height accuracy estimate available here.
 AA3850
 AA3850.Click photographs - Photos may exist for this station.
 AA3850
 AA3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3850
 AA3850.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3850
 AA3850.The ellipsoidal height was determined by GPS observations
 AA3850.and is referenced to NAD 83.
 AA3850
 AA3850. The following values were computed from the NAD 83(2011) position.
 AA3850
 AA3850;                    North         East     Units Scale Factor Converg.
 AA3850;SPC MI S     -   186,206.998 3,849,948.414   MT  0.99991850   -1 15 20.9
 AA3850;SPC MI S     -   610,915.35 12,631,064.35   iFT  0.99991850   -1 15 20.9
 AA3850;UTM  16      - 4,779,056.484   564,059.803   MT  0.99965048   +0 32 20.6
 AA3850
 AA3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3850!SPC MI S     -   0.99997517  x   0.99991850  =   0.99989367
 AA3850!UTM  16      -   0.99997517  x   0.99965048  =   0.99962566
 AA3850
 AA3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6405979056(NAD 83)
 AA3850
 AA3850                          SUPERSEDED SURVEY CONTROL
 AA3850
 AA3850  NAD 83(2007)-  43 09 41.58646(N)    086 12 43.21650(W) AD(2002.00) 0
 AA3850  ELLIP H (02/10/07)  158.403  (m)                       GP(2002.00)    
 AA3850  ELLIP H (07/17/02)  158.360  (m)                       GP(       ) 4 1
 AA3850  NAD 83(1994)-  43 09 41.58748(N)    086 12 43.22101(W) AD(       ) 1
 AA3850  ELLIP H (02/03/97)  158.382  (m)                       GP(       ) 4 1
 AA3850  NAD 83(1991)-  43 09 41.58932(N)    086 12 43.23223(W) AD(       ) 1
 AA3850
 AA3850.Superseded values are not recommended for survey control.
 AA3850
 AA3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3850.See file dsdata.pdf to determine how the superseded data were derived.
 AA3850
 AA3850_STAMPING: 61200 1993
 AA3850_MARK LOGO: MIDT
 AA3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3850+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3850
 AA3850  HISTORY     - Date     Condition        Report By
 AA3850  HISTORY     - 1993     MONUMENTED       MIDT
 AA3850  HISTORY     - 20120611 MARK NOT FOUND   MIDT
 AA3850
 AA3850                          STATION DESCRIPTION
 AA3850
 AA3850'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3850'STATION IS LOCATED ON QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP.
 AA3850'IT IS NEAR THE NORTH SECTION LINE AND NORTHEAST 1/4 OF SECTION 21,
 AA3850'T-9-N, R-16-W, IN THE CITY OF NORTON SHORES, ABOUT 5.4 MI (8.7 KM)
 AA3850'SOUTH OF THE MUSKEGON COUNTY SEAT, ABOUT 4.0 MI (6.4 KM) NORTHWEST OF
 AA3850'FRUITPORT, ABOUT 14.0 MI (22.5 KM) WEST FROM THE VILLAGE OF RAVENNA,
 AA3850'AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE HIGHWAY INTERCHANGE OF
 AA3850'UNITED STATES HIGHWAY 31 AND COUNTY ROAD B-72 (SHERMAN BOULEVARD) IN
 AA3850'EAST MUSKEGON HEIGHTS, GO WEST ON UNITED STATES HIGHWAY 31 SOUTH BOUND
 AA3850'ON RAMP FOR 0.1 MI, THENCE CONTINUE SOUTH ALONG UNITED STATES HIGHWAY
 AA3850'31 FOR 3.1 MI (5.0 KM) TO STATION ON THE RIGHT, AS DESCRIBED. (STATION
 AA3850'IS IN OLD ELLIS ROAD RIGHT-OF-WAY, ELLIMINATED BY HIGHWAY)STATION IS
 AA3850'47.4 FT (14.4 M) NORTHEAST FROM A UTILITY POLE, 41.0 FT (12.5 M)
 AA3850'SOUTHEAST FROM TELEPHONE PEDESTAL, 25.0 FT (7.6 M) EAST FROM
 AA3850'RIGHT-OF-WAY FENCE, 23.0 FT (7.0 M) WEST FROM EDGE OF BITUMINOUS
 AA3850'SHOULDER OF SOUTHBOUND UNITED STATES HIGHWAY 31, AND 25.0 FT (7.6 M)
 AA3850'EAST FROM METAL WITNESS POST WITH SIGN.
 AA3850
 AA3850                          STATION RECOVERY (2012)
 AA3850
 AA3850'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3850'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3851 ***********************************************************************
 AA3851  DESIGNATION -  61201
 AA3851  PID         -  AA3851
 AA3851  STATE/COUNTY-  MI/MUSKEGON
 AA3851  COUNTRY     -  US
 AA3851  USGS QUAD   -  MUSKEGON EAST (2017)
 AA3851
 AA3851                         *CURRENT SURVEY CONTROL
 AA3851  ______________________________________________________________________
 AA3851* NAD 83(2011) POSITION- 43 09 40.63018(N) 086 11 35.62924(W)   ADJUSTED
 AA3851* NAD 83(2011) ELLIP HT-   159.393 (meters)        (06/27/12)   ADJUSTED
 AA3851* NAD 83(2011) EPOCH   -  2010.00
 AA3851* NAVD 88 ORTHO HEIGHT -   193.125 (meters)      633.61  (feet) ADJUSTED
 AA3851  ______________________________________________________________________
 AA3851  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 AA3851  NAD 83(2011) X  -    309,374.543 (meters)                     COMP
 AA3851  NAD 83(2011) Y  - -4,649,549.811 (meters)                     COMP
 AA3851  NAD 83(2011) Z  -  4,340,697.953 (meters)                     COMP
 AA3851  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 AA3851  DYNAMIC HEIGHT  -        193.083 (meters)      633.47  (feet) COMP
 AA3851  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 AA3851
 AA3851  VERT ORDER      -  FIRST     CLASS II
 AA3851
 AA3851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3851  Standards:
 AA3851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3851  -------------------------------------------------------------------
 AA3851  NETWORK   19.04   9.96           3.78   9.49   5.08      0.12914256
 AA3851  -------------------------------------------------------------------
 AA3851  Click here for local accuracies and other accuracy information.
 AA3851
 AA3851.The horizontal coordinates were established by GPS observations
 AA3851.and adjusted by the National Geodetic Survey in June 2012.
 AA3851
 AA3851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3851.been affixed to the stable North American tectonic plate. See 
 AA3851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3851
 AA3851.The horizontal coordinates are valid at the epoch date displayed above
 AA3851.which is a decimal equivalence of Year/Month/Day.
 AA3851
 AA3851.The orthometric height was determined by differential leveling and
 AA3851.adjusted by the NATIONAL GEODETIC SURVEY
 AA3851.in May 2018.
 AA3851
 AA3851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3851.GEOID18 height accuracy estimate available here.
 AA3851
 AA3851.Click photographs - Photos may exist for this station.
 AA3851
 AA3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3851
 AA3851.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3851
 AA3851.The ellipsoidal height was determined by GPS observations
 AA3851.and is referenced to NAD 83.
 AA3851
 AA3851.The dynamic height is computed by dividing the NAVD 88
 AA3851.geopotential number by the normal gravity value computed on the
 AA3851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3851.degrees latitude (g = 980.6199 gals.).
 AA3851
 AA3851.The modeled gravity was interpolated from observed gravity values.
 AA3851
 AA3851. The following values were computed from the NAD 83(2011) position.
 AA3851
 AA3851;                    North         East     Units Scale Factor Converg.
 AA3851;SPC MI S     -   186,144.169 3,851,474.148   MT  0.99991848   -1 14 34.9
 AA3851;SPC MI S     -   610,709.22 12,636,070.04   iFT  0.99991848   -1 14 34.9
 AA3851;UTM  16      - 4,779,041.479   565,586.349   MT  0.99965291   +0 33 06.8
 AA3851
 AA3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3851!SPC MI S     -   0.99997500  x   0.99991848  =   0.99989349
 AA3851!UTM  16      -   0.99997500  x   0.99965291  =   0.99962792
 AA3851
 AA3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6558679041(NAD 83)
 AA3851
 AA3851                          SUPERSEDED SURVEY CONTROL
 AA3851
 AA3851  NAD 83(2007)-  43 09 40.62896(N)    086 11 35.62879(W) AD(2002.00) 0
 AA3851  ELLIP H (02/10/07)  159.464  (m)                       GP(2002.00)    
 AA3851  ELLIP H (07/17/02)  159.421  (m)                       GP(       ) 4 1
 AA3851  NAD 83(1994)-  43 09 40.62998(N)    086 11 35.63330(W) AD(       ) 1
 AA3851  ELLIP H (02/03/97)  159.443  (m)                       GP(       ) 4 1
 AA3851  NAD 83(1991)-  43 09 40.63182(N)    086 11 35.64452(W) AD(       ) 1
 AA3851  NAVD 88 (12/16/94)  193.1    (m)  GEOID93  model used  GPS OBS        
 AA3851
 AA3851.Superseded values are not recommended for survey control.
 AA3851
 AA3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3851.See file dsdata.pdf to determine how the superseded data were derived.
 AA3851
 AA3851_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3851_STAMPING: 61201 1993
 AA3851_MARK LOGO: MIDT
 AA3851_PROJECTION: FLUSH
 AA3851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3851+STABILITY: SURFACE MOTION
 AA3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3851+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 AA3851
 AA3851  HISTORY     - Date     Condition        Report By
 AA3851  HISTORY     - 1993     MONUMENTED       MIDT
 AA3851  HISTORY     - 20120612 GOOD             MIDT
 AA3851  HISTORY     - 20130329 GOOD             INDIV
 AA3851  HISTORY     - 20200707 GOOD             MIDT
 AA3851  HISTORY     - 20230302 GOOD             ROWESE
 AA3851
 AA3851                          STATION DESCRIPTION
 AA3851
 AA3851'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3851'STATION IS LOCATED ON QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP.
 AA3851'IT IS NEAR THE NORTH SECTION LINE IN THE NORTHEAST 1/4 OF SECTION 22,
 AA3851'T-9-N, R-16-W, FRUITPORT TOWNSHIP, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF
 AA3851'THE MUSKEGON COUNTY SEAT IN MUSKEGON, ABOUT 3.2 MI (5.1 KM) NORTHWEST
 AA3851'OF FRUITPORT AND ABOUT 13.2 MI (21.2 KM) WEST OF VILLAGE OF RAVENNA.
 AA3851'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD CLEVELAND
 AA3851'STREET AND COUNTY ROAD 112TH AVENUE, LOCATED ABOUT 0.4 MI (0.6 KM)
 AA3851'SOUTH OF NUNICA, GO WEST 0.35 MI (0.56 KM) ALONG COUNTY ROAD CLEVELAND
 AA3851'STREET TO WEST BOUND ON RAMP OF INTERSTATE I-96.  TURN RIGHT AND GO
 AA3851'NORTHWEST 8.8 MI (14.2 KM) ALONG INTERSTATE I-96 TO THE STATION ON THE
 AA3851'RIGHT, AS DESCRIBED. STATION IS IN THE IMMEDIATE VICINITY OF THE MILE
 AA3851'POST MARKER NUMBER 1, OF INTERSTATE HIGHWAY I-96. STATION IS ALUMINUM
 AA3851'DISK ON TOP OF CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 10.0 FT
 AA3851'(3.0 M) WEST FROM MILE MARKER NUMBER 1, 93.0 FT (28.3 M) EAST FROM 18
 AA3851'INCH CORRUGATED METAL PIPE CULVERT, 38.8 FT (11.8 M) SOUTH FROM 10 FT
 AA3851'(3.0 M) ROUND BOTTOM DITCH, 9.5 FT (2.9 M) NORTHEAST FROM THE EDGE OF
 AA3851'BITUMINOUS SHOULDER OF WEST BOUND ROADWAY OF INTERSTATE I-96,  AND 4
 AA3851'FT (1.2 M) NORTHEAST FROM METAL WITNESS POST WITH SIGN.
 AA3851
 AA3851                          STATION RECOVERY (2012)
 AA3851
 AA3851'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3851'THE STATION IS LOCATED ABOUT 7.2 MI (11.7 KM) WEST-SOUTHWEST OF
 AA3851'SULLIVAN, 7.0 MI (11.3 KM) NORTH-NORTHEAST OF GRAND HAVEN AND 5.7 MI
 AA3851'(9.3 KM) SOUTH-SOUTHEAST OF MUSKEGON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 AA3851'
 AA3851'TO REACH FROM THE INTERSECTION OF WESTBOUND I-96 AND EAST STERNBERG
 AA3851'ROAD.  PROCEED 0.80 MI (1.29 KM) TO ELLIS ROAD AND THE STATION ON THE
 AA3851'RIGHT.
 AA3851'
 AA3851'THE STATION IS 380.0 FT (115.8 M) SOUTHEAST OF CENTERLINE OF HIGHWAY
 AA3851'CROSS-OVER.  200.0 FT (61.0 M) SOUTHEAST OF CAR FERRY SIGN.  20.0 FT
 AA3851'(6.1 M) NORTHWEST OF RIGHT SHOULDER OF I-96.
 AA3851
 AA3851                          STATION RECOVERY (2013)
 AA3851
 AA3851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AA3851'RECOVERED IN GOOD CONDITION.
 AA3851
 AA3851                          STATION RECOVERY (2020)
 AA3851
 AA3851'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AA3851'MILE MARKER SIGN NO LONGER PRESENT, POST STILL IN PLACE.
 AA3851
 AA3851                          STATION RECOVERY (2023)
 AA3851
 AA3851'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2023 (SJS)
 AA3851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6921 ***********************************************************************
 DQ6921  DESIGNATION -  61600
 DQ6921  PID         -  DQ6921
 DQ6921  STATE/COUNTY-  MI/MUSKEGON
 DQ6921  COUNTRY     -  US
 DQ6921  USGS QUAD   -  CASNOVIA (2017)
 DQ6921
 DQ6921                         *CURRENT SURVEY CONTROL
 DQ6921  ______________________________________________________________________
 DQ6921* NAD 83(1986) POSITION- 43 14 03.37   (N) 085 48 03.02   (W)   HD_HELD1
 DQ6921* NAVD 88 ORTHO HEIGHT -   264.648 (meters)      868.27  (feet) ADJUSTED
 DQ6921  ______________________________________________________________________
 DQ6921  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 DQ6921  DYNAMIC HEIGHT  -        264.587 (meters)      868.07  (feet) COMP
 DQ6921  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 DQ6921
 DQ6921  VERT ORDER      -  FIRST     CLASS II
 DQ6921
 DQ6921.The horizontal coordinates were determined by differentially corrected
 DQ6921.hand held GPS observations or other comparable positioning techniques
 DQ6921.and have an estimated accuracy of +/- 3 meters.
 DQ6921
 DQ6921.The orthometric height was determined by differential leveling and
 DQ6921.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6921.in May 2018.
 DQ6921
 DQ6921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6921.GEOID18 height accuracy estimate available here.
 DQ6921
 DQ6921.Click photographs - Photos may exist for this station.
 DQ6921
 DQ6921.The dynamic height is computed by dividing the NAVD 88
 DQ6921.geopotential number by the normal gravity value computed on the
 DQ6921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6921.degrees latitude (g = 980.6199 gals.).
 DQ6921
 DQ6921.The modeled gravity was interpolated from observed gravity values.
 DQ6921
 DQ6921;                    North         East    Units  Estimated Accuracy
 DQ6921;SPC MI S     -   193,632.7   3,883,515.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6921
 DQ6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9736987528(NAD 83)
 DQ6921
 DQ6921                          SUPERSEDED SURVEY CONTROL
 DQ6921
 DQ6921.No superseded survey control is available for this station.
 DQ6921
 DQ6921_MARKER: F = FLANGE-ENCASED ROD
 DQ6921_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6921_STAMPING: 2012 61600
 DQ6921_MARK LOGO: NONE
 DQ6921_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6921+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DQ6921_ROD/PIPE-DEPTH: 9.7 meters
 DQ6921_SLEEVE-DEPTH  : 1.2 meters
 DQ6921
 DQ6921  HISTORY     - Date     Condition        Report By
 DQ6921  HISTORY     - 20120709 MONUMENTED       MIDT
 DQ6921
 DQ6921                          STATION DESCRIPTION
 DQ6921
 DQ6921'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6921'THE STATION IS 2.68 MI (4.31 KM) WEST-NORTHWEST OF KENT CITY, 6.73 MI
 DQ6921'(10.83 KM) NORTHWEST OF SPARTA AND 22.54 MI (36.27 KM) EAST OF
 DQ6921'MUSKEGON.
 DQ6921'
 DQ6921'THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6921'
 DQ6921'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6921'A ROUNDABOUT) HEAD 0.5 MI (0.8 KM) EAST ON M46 TO THE STATION ON THE
 DQ6921'RIGHT.
 DQ6921'
 DQ6921'THE STATION IS 67.1 FT (20.5 M) WEST OF A TELEPHONE POLE ON THE SOUTH
 DQ6921'SIDE OF M46, 42 FT (12.8 M) SOUTH OF THE CENTERLINE OF M46, 14.85 FT
 DQ6921'(4.5 M) EAST OF A FIELD ENTRANCE ON THE SOUTH SIDE OF M46 AND 1 FT
 DQ6921'(0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6920 ***********************************************************************
 DQ6920  DESIGNATION -  61601
 DQ6920  PID         -  DQ6920
 DQ6920  STATE/COUNTY-  MI/MUSKEGON
 DQ6920  COUNTRY     -  US
 DQ6920  USGS QUAD   -  CASNOVIA (2017)
 DQ6920
 DQ6920                         *CURRENT SURVEY CONTROL
 DQ6920  ______________________________________________________________________
 DQ6920* NAD 83(1986) POSITION- 43 14 04.35   (N) 085 49 28.30   (W)   HD_HELD1
 DQ6920* NAVD 88 ORTHO HEIGHT -   240.882 (meters)      790.29  (feet) ADJUSTED
 DQ6920  ______________________________________________________________________
 DQ6920  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 DQ6920  DYNAMIC HEIGHT  -        240.827 (meters)      790.11  (feet) COMP
 DQ6920  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 DQ6920
 DQ6920  VERT ORDER      -  FIRST     CLASS II
 DQ6920
 DQ6920.The horizontal coordinates were determined by differentially corrected
 DQ6920.hand held GPS observations or other comparable positioning techniques
 DQ6920.and have an estimated accuracy of +/- 3 meters.
 DQ6920
 DQ6920.The orthometric height was determined by differential leveling and
 DQ6920.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6920.in May 2018.
 DQ6920
 DQ6920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6920.GEOID18 height accuracy estimate available here.
 DQ6920
 DQ6920.Click photographs - Photos may exist for this station.
 DQ6920
 DQ6920.The dynamic height is computed by dividing the NAVD 88
 DQ6920.geopotential number by the normal gravity value computed on the
 DQ6920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6920.degrees latitude (g = 980.6199 gals.).
 DQ6920
 DQ6920.The modeled gravity was interpolated from observed gravity values.
 DQ6920
 DQ6920;                    North         East    Units  Estimated Accuracy
 DQ6920;SPC MI S     -   193,696.0   3,881,592.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6920
 DQ6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9544587531(NAD 83)
 DQ6920
 DQ6920                          SUPERSEDED SURVEY CONTROL
 DQ6920
 DQ6920.No superseded survey control is available for this station.
 DQ6920
 DQ6920_MARKER: F = FLANGE-ENCASED ROD
 DQ6920_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6920_STAMPING: 2012 61601
 DQ6920_PROJECTION: FLUSH
 DQ6920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6920+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 DQ6920_ROD/PIPE-DEPTH: 7.6 meters
 DQ6920_SLEEVE-DEPTH  : 1.2 meters
 DQ6920
 DQ6920  HISTORY     - Date     Condition        Report By
 DQ6920  HISTORY     - 20120711 MONUMENTED       MIDT
 DQ6920  HISTORY     - 20200616 GOOD             MIDT
 DQ6920
 DQ6920                          STATION DESCRIPTION
 DQ6920
 DQ6920'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6920'THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6920'
 DQ6920'THE STATION IS 7.8 MI (12.6 KM) NORTHWEST OF SPARTA, 13.71 MI (22.06
 DQ6920'KM) WEST OF CEDAR SPRINGS AND 17.12 MI (27.55 KM) SOUTH-SOUTHEAST OF
 DQ6920'FREMONT.  THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6920'
 DQ6920'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6920'M37 (LOCATED AT A ROUNDABOUT) TRAVEL 0.7 MI (1.1 KM) WEST ON M46 TO
 DQ6920'THE STATION ON THE LEFT.
 DQ6920'
 DQ6920'THE STATION IS 22.2 FT (6.8 M) EAST OF THE CENTER OF THE EASTERN MOST
 DQ6920'DRIVEWAY FOR THE ADDRESS 17025 APPLE AVENUE (M46), 28 FT (8.5 M) SOUTH
 DQ6920'OF THE CENTERLINE OF M46, 106.05 FT (32.3 M) NORTH FROM THE
 DQ6920'NORTHWESTERN CORNER OF THE RED VANDERZANDEN BARN AND 1 FT (0.3 M)
 DQ6920'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DQ6920
 DQ6920                          STATION RECOVERY (2020)
 DQ6920
 DQ6920'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DQ6920'WITNESS POST NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6919 ***********************************************************************
 DQ6919  DESIGNATION -  61602
 DQ6919  PID         -  DQ6919
 DQ6919  STATE/COUNTY-  MI/MUSKEGON
 DQ6919  COUNTRY     -  US
 DQ6919  USGS QUAD   -  CASNOVIA (2017)
 DQ6919
 DQ6919                         *CURRENT SURVEY CONTROL
 DQ6919  ______________________________________________________________________
 DQ6919* NAD 83(1986) POSITION- 43 14 06.02   (N) 085 50 52.05   (W)   HD_HELD1
 DQ6919* NAVD 88 ORTHO HEIGHT -   237.789 (meters)      780.15  (feet) ADJUSTED
 DQ6919  ______________________________________________________________________
 DQ6919  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 DQ6919  DYNAMIC HEIGHT  -        237.734 (meters)      779.97  (feet) COMP
 DQ6919  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 DQ6919
 DQ6919  VERT ORDER      -  FIRST     CLASS II
 DQ6919
 DQ6919.The horizontal coordinates were determined by differentially corrected
 DQ6919.hand held GPS observations or other comparable positioning techniques
 DQ6919.and have an estimated accuracy of +/- 3 meters.
 DQ6919
 DQ6919.The orthometric height was determined by differential leveling and
 DQ6919.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6919.in May 2018.
 DQ6919
 DQ6919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6919.GEOID18 height accuracy estimate available here.
 DQ6919
 DQ6919.Click photographs - Photos may exist for this station.
 DQ6919
 DQ6919.The dynamic height is computed by dividing the NAVD 88
 DQ6919.geopotential number by the normal gravity value computed on the
 DQ6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6919.degrees latitude (g = 980.6199 gals.).
 DQ6919
 DQ6919.The modeled gravity was interpolated from observed gravity values.
 DQ6919
 DQ6919;                    North         East    Units  Estimated Accuracy
 DQ6919;SPC MI S     -   193,780.5   3,879,704.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6919
 DQ6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9355687556(NAD 83)
 DQ6919
 DQ6919                          SUPERSEDED SURVEY CONTROL
 DQ6919
 DQ6919.No superseded survey control is available for this station.
 DQ6919
 DQ6919_MARKER: F = FLANGE-ENCASED ROD
 DQ6919_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6919_STAMPING: 2012 61602
 DQ6919_MARK LOGO: NONE
 DQ6919_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6919+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 DQ6919_ROD/PIPE-DEPTH: 13.5 meters
 DQ6919_SLEEVE-DEPTH  : 1.2 meters
 DQ6919
 DQ6919  HISTORY     - Date     Condition        Report By
 DQ6919  HISTORY     - 20120712 MONUMENTED       MIDT
 DQ6919
 DQ6919                          STATION DESCRIPTION
 DQ6919
 DQ6919'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6919'THE STATION IS 8.67 MI (13.95 KM) NORTHWEST SPARTA, 12.73 MI (20.48
 DQ6919'KM) NORTH-NORTHEAST OF COOPERSVILLE AND 16.71 MI (26.89 KM)
 DQ6919'SOUTH-SOUTHEAST OF FREMONT.
 DQ6919'
 DQ6919'THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6919'
 DQ6919'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6919'A ROUNDABOUT) TRAVEL 1.9 MI (3.1 KM) WEST ON M46 TO THE STATION ON THE
 DQ6919'RIGHT.
 DQ6919'
 DQ6919'THE STATION IS 37 FT (11.3 M) NORTH OF THE CENTERLINE OF M46, 13 FT
 DQ6919'(4.0 M) WEST OF THE CENTER OF AN ACCESS DRIVEWAY FROM M46 TO THE APPLE
 DQ6919'ORCHARD, 31 FT (9.4 M) SOUTH OF THE SOUTH EDGE OF AN APPLE ORCHARD AND
 DQ6919'1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6918 ***********************************************************************
 DQ6918  DESIGNATION -  61603
 DQ6918  PID         -  DQ6918
 DQ6918  STATE/COUNTY-  MI/MUSKEGON
 DQ6918  COUNTRY     -  US
 DQ6918  USGS QUAD   -  CASNOVIA (2017)
 DQ6918
 DQ6918                         *CURRENT SURVEY CONTROL
 DQ6918  ______________________________________________________________________
 DQ6918* NAD 83(1986) POSITION- 43 14 06.76   (N) 085 52 17.43   (W)   HD_HELD1
 DQ6918* NAVD 88 ORTHO HEIGHT -   241.769 (meters)      793.20  (feet) ADJUSTED
 DQ6918  ______________________________________________________________________
 DQ6918  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 DQ6918  DYNAMIC HEIGHT  -        241.714 (meters)      793.02  (feet) COMP
 DQ6918  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 DQ6918
 DQ6918  VERT ORDER      -  FIRST     CLASS II
 DQ6918
 DQ6918.The horizontal coordinates were determined by differentially corrected
 DQ6918.hand held GPS observations or other comparable positioning techniques
 DQ6918.and have an estimated accuracy of +/- 3 meters.
 DQ6918
 DQ6918.The orthometric height was determined by differential leveling and
 DQ6918.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6918.in May 2018.
 DQ6918
 DQ6918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6918.GEOID18 height accuracy estimate available here.
 DQ6918
 DQ6918.Click photographs - Photos may exist for this station.
 DQ6918
 DQ6918.The dynamic height is computed by dividing the NAVD 88
 DQ6918.geopotential number by the normal gravity value computed on the
 DQ6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6918.degrees latitude (g = 980.6199 gals.).
 DQ6918
 DQ6918.The modeled gravity was interpolated from observed gravity values.
 DQ6918
 DQ6918;                    North         East    Units  Estimated Accuracy
 DQ6918;SPC MI S     -   193,837.4   3,877,778.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6918
 DQ6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9163087553(NAD 83)
 DQ6918
 DQ6918                          SUPERSEDED SURVEY CONTROL
 DQ6918
 DQ6918.No superseded survey control is available for this station.
 DQ6918
 DQ6918_MARKER: F = FLANGE-ENCASED ROD
 DQ6918_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6918_STAMPING: 2012 61603
 DQ6918_MARK LOGO: NONE
 DQ6918_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6918_ROD/PIPE-DEPTH: 6.6 meters
 DQ6918_SLEEVE-DEPTH  : 1.2 meters
 DQ6918
 DQ6918  HISTORY     - Date     Condition        Report By
 DQ6918  HISTORY     - 20120710 MONUMENTED       MIDT
 DQ6918
 DQ6918                          STATION DESCRIPTION
 DQ6918
 DQ6918'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6918'THE STATION IS 12.30 MI (19.79 KM) NORTH-NORTHEAST OF COOPERSVILLE,
 DQ6918'16.14 MI (25.97 KM) WEST OF CEDAR SPRINGS AND 18.96 MI (30.51 KM) EAST
 DQ6918'OF MUSKEGON.
 DQ6918'
 DQ6918'THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6918'
 DQ6918'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6918'A ROUNDABOUT) TRAVEL 3.11 MI (5.00 KM) WEST ALONG M46 TO THE STATION
 DQ6918'ON THE RIGHT.
 DQ6918'
 DQ6918'THE STATION IS 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF M46, 35.7 FT
 DQ6918'(10.9 M) SOUTH OF A FENCE, 8.8 FT (2.7 M) WEST FROM THE CENTERLINE OF
 DQ6918'AN ACCESS ROAD FROM THE WHITE HOUSE WHITE TAILS DEER FARM FENCE AND
 DQ6918'2.2 FT (0.7 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6917 ***********************************************************************
 DQ6917  DESIGNATION -  61604
 DQ6917  PID         -  DQ6917
 DQ6917  STATE/COUNTY-  MI/MUSKEGON
 DQ6917  COUNTRY     -  US
 DQ6917  USGS QUAD   -  RAVENNA (2017)
 DQ6917
 DQ6917                         *CURRENT SURVEY CONTROL
 DQ6917  ______________________________________________________________________
 DQ6917* NAD 83(1986) POSITION- 43 14 06.94   (N) 085 53 42.83   (W)   HD_HELD1
 DQ6917* NAVD 88 ORTHO HEIGHT -   216.436 (meters)      710.09  (feet) ADJUSTED
 DQ6917  ______________________________________________________________________
 DQ6917  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 DQ6917  DYNAMIC HEIGHT  -        216.386 (meters)      709.93  (feet) COMP
 DQ6917  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 DQ6917
 DQ6917  VERT ORDER      -  FIRST     CLASS II
 DQ6917
 DQ6917.The horizontal coordinates were determined by differentially corrected
 DQ6917.hand held GPS observations or other comparable positioning techniques
 DQ6917.and have an estimated accuracy of +/- 3 meters.
 DQ6917
 DQ6917.The orthometric height was determined by differential leveling and
 DQ6917.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6917.in May 2018.
 DQ6917
 DQ6917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6917.GEOID18 height accuracy estimate available here.
 DQ6917
 DQ6917.Click photographs - Photos may exist for this station.
 DQ6917
 DQ6917.The dynamic height is computed by dividing the NAVD 88
 DQ6917.geopotential number by the normal gravity value computed on the
 DQ6917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6917.degrees latitude (g = 980.6199 gals.).
 DQ6917
 DQ6917.The modeled gravity was interpolated from observed gravity values.
 DQ6917
 DQ6917;                    North         East    Units  Estimated Accuracy
 DQ6917;SPC MI S     -   193,877.7   3,875,852.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6917
 DQ6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8970387533(NAD 83)
 DQ6917
 DQ6917                          SUPERSEDED SURVEY CONTROL
 DQ6917
 DQ6917.No superseded survey control is available for this station.
 DQ6917
 DQ6917_MARKER: F = FLANGE-ENCASED ROD
 DQ6917_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6917_STAMPING: 2012 61604
 DQ6917_MARK LOGO: NONE
 DQ6917_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6917+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 DQ6917_ROD/PIPE-DEPTH: 6.0 meters
 DQ6917_SLEEVE-DEPTH  : 1.2 meters
 DQ6917
 DQ6917  HISTORY     - Date     Condition        Report By
 DQ6917  HISTORY     - 20120628 MONUMENTED       MIDT
 DQ6917  HISTORY     - 20250722 GOOD             MIDT
 DQ6917
 DQ6917                          STATION DESCRIPTION
 DQ6917
 DQ6917'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6917'THE STATION IS 12.08 MI (19.44 KM) NORTH-NORTHEAST OF COOPERSVILLE,
 DQ6917'17.33 MI (27.88 KM) WEST OF CEDAR SPRINGS AND 17.72 MI (28.51 KM) EAST
 DQ6917'OF MUSKEGON.
 DQ6917'
 DQ6917'THE STATION IS LOCATED IN CASNOVIA TOWNSHIP, MICHIGAN.
 DQ6917'
 DQ6917'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6917'A ROUNDABOUT) GO 4.32 MI (6.95 KM) WEST ON M46 TO THE STATION ON THE
 DQ6917'RIGHT.
 DQ6917'
 DQ6917'THE STATION IS 38.3 FT (11.7 M) NORTH OF THE CENTERLINE OF M46, 50.8
 DQ6917'FT (15.5 M) WEST FROM A POWER POLE LABELED '527', 147 FT (44.8 M) EAST
 DQ6917'OF A POWER POLE LABELED '526' AND 13 FT (4.0 M) NORTH OF AN ORANGE
 DQ6917'CARSONITE WITNESS POST.
 DQ6917
 DQ6917                          STATION RECOVERY (2025)
 DQ6917
 DQ6917'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DQ6917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6916 ***********************************************************************
 DQ6916  DESIGNATION -  61605
 DQ6916  PID         -  DQ6916
 DQ6916  STATE/COUNTY-  MI/MUSKEGON
 DQ6916  COUNTRY     -  US
 DQ6916  USGS QUAD   -  RAVENNA (2017)
 DQ6916
 DQ6916                         *CURRENT SURVEY CONTROL
 DQ6916  ______________________________________________________________________
 DQ6916* NAD 83(1986) POSITION- 43 14 06.61   (N) 085 55 11.62   (W)   HD_HELD1
 DQ6916* NAVD 88 ORTHO HEIGHT -   228.647 (meters)      750.15  (feet) ADJUSTED
 DQ6916  ______________________________________________________________________
 DQ6916  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 DQ6916  DYNAMIC HEIGHT  -        228.596 (meters)      749.99  (feet) COMP
 DQ6916  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 DQ6916
 DQ6916  VERT ORDER      -  FIRST     CLASS II
 DQ6916
 DQ6916.The horizontal coordinates were determined by differentially corrected
 DQ6916.hand held GPS observations or other comparable positioning techniques
 DQ6916.and have an estimated accuracy of +/- 3 meters.
 DQ6916
 DQ6916.The orthometric height was determined by differential leveling and
 DQ6916.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6916.in May 2018.
 DQ6916
 DQ6916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6916.GEOID18 height accuracy estimate available here.
 DQ6916
 DQ6916.Click photographs - Photos may exist for this station.
 DQ6916
 DQ6916.The dynamic height is computed by dividing the NAVD 88
 DQ6916.geopotential number by the normal gravity value computed on the
 DQ6916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6916.degrees latitude (g = 980.6199 gals.).
 DQ6916
 DQ6916.The modeled gravity was interpolated from observed gravity values.
 DQ6916
 DQ6916;                    North         East    Units  Estimated Accuracy
 DQ6916;SPC MI S     -   193,904.2   3,873,848.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6916
 DQ6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8770187496(NAD 83)
 DQ6916
 DQ6916                          SUPERSEDED SURVEY CONTROL
 DQ6916
 DQ6916.No superseded survey control is available for this station.
 DQ6916
 DQ6916_MARKER: F = FLANGE-ENCASED ROD
 DQ6916_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6916_STAMPING: 2012 61605
 DQ6916_MARK LOGO: NONE
 DQ6916_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6916+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 DQ6916_ROD/PIPE-DEPTH: 8.1 meters
 DQ6916_SLEEVE-DEPTH  : 1.2 meters
 DQ6916
 DQ6916  HISTORY     - Date     Condition        Report By
 DQ6916  HISTORY     - 20120628 MONUMENTED       MIDT
 DQ6916  HISTORY     - 20200616 GOOD             MIDT
 DQ6916
 DQ6916                          STATION DESCRIPTION
 DQ6916
 DQ6916'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6916'THE STATION IS 11.8 MI (19.0 KM) NORTH OF COOPERSVILLE, 16.48 MI
 DQ6916'(26.52 KM) EAST OF MUSKEGON AND 18.56 MI (29.86 KM) WEST OF CEDAR
 DQ6916'SPRINGS.
 DQ6916'
 DQ6916'THE STATION IS LOCATED IN MOORLAND TOWNSHIP, MICHIGAN.
 DQ6916'
 DQ6916'TO REACH THE STATION FROM THE INTERSECTION OF M46 AND M37 (LOCATED AT
 DQ6916'A ROUNDABOUT) GO 5.58 MI (8.98 KM) WEST ON M46 TO THE STATION ON THE
 DQ6916'LEFT.
 DQ6916'
 DQ6916'THE STATION IS 50 FT (15.2 M) SOUTH OF THE CENTERLINE OF M46, 51 FT
 DQ6916'(15.5 M) EAST OF THE CENTER OF THE EASTERN MOST DRIVEWAY FOR RAVENNA
 DQ6916'PATTERN AND MANUFACTURING, 41.1 FT (12.5 M) WEST OF A 12 IN CEDAR TREE
 DQ6916'AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DQ6916
 DQ6916                          STATION RECOVERY (2020)
 DQ6916
 DQ6916'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DQ6916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6915 ***********************************************************************
 DQ6915  DESIGNATION -  61606
 DQ6915  PID         -  DQ6915
 DQ6915  STATE/COUNTY-  MI/MUSKEGON
 DQ6915  COUNTRY     -  US
 DQ6915  USGS QUAD   -  RAVENNA (2017)
 DQ6915
 DQ6915                         *CURRENT SURVEY CONTROL
 DQ6915  ______________________________________________________________________
 DQ6915* NAD 83(1986) POSITION- 43 14 06.54   (N) 085 56 38.83   (W)   HD_HELD1
 DQ6915* NAVD 88 ORTHO HEIGHT -   214.270 (meters)      702.98  (feet) ADJUSTED
 DQ6915  ______________________________________________________________________
 DQ6915  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 DQ6915  DYNAMIC HEIGHT  -        214.222 (meters)      702.83  (feet) COMP
 DQ6915  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 DQ6915
 DQ6915  VERT ORDER      -  FIRST     CLASS II
 DQ6915
 DQ6915.The horizontal coordinates were determined by differentially corrected
 DQ6915.hand held GPS observations or other comparable positioning techniques
 DQ6915.and have an estimated accuracy of +/- 3 meters.
 DQ6915
 DQ6915.The orthometric height was determined by differential leveling and
 DQ6915.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6915.in May 2018.
 DQ6915
 DQ6915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6915.GEOID18 height accuracy estimate available here.
 DQ6915
 DQ6915.Click photographs - Photos may exist for this station.
 DQ6915
 DQ6915.The dynamic height is computed by dividing the NAVD 88
 DQ6915.geopotential number by the normal gravity value computed on the
 DQ6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6915.degrees latitude (g = 980.6199 gals.).
 DQ6915
 DQ6915.The modeled gravity was interpolated from observed gravity values.
 DQ6915
 DQ6915;                    North         East    Units  Estimated Accuracy
 DQ6915;SPC MI S     -   193,938.6   3,871,881.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6915
 DQ6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8573487469(NAD 83)
 DQ6915
 DQ6915                          SUPERSEDED SURVEY CONTROL
 DQ6915
 DQ6915.No superseded survey control is available for this station.
 DQ6915
 DQ6915_MARKER: F = FLANGE-ENCASED ROD
 DQ6915_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6915_STAMPING: 2012 61606
 DQ6915_MARK LOGO: NONE
 DQ6915_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6915+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 DQ6915_ROD/PIPE-DEPTH: 7.3 meters
 DQ6915_SLEEVE-DEPTH  : 1.2 meters
 DQ6915
 DQ6915  HISTORY     - Date     Condition        Report By
 DQ6915  HISTORY     - 20120627 MONUMENTED       MIDT
 DQ6915
 DQ6915                          STATION DESCRIPTION
 DQ6915
 DQ6915'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6915'THE STATION IS 11.92 MI (19.18 KM) NORTH OF COOPERSVILLE, 15.33 MI
 DQ6915'(24.67 KM) EAST OF MUSKEGON AND 16.03 MI (25.79 KM) SOUTH OF FREMONT.
 DQ6915'
 DQ6915'THE STATION IS LOCATED IN MOORLAND TOWNSHIP, MICHIGAN.
 DQ6915'
 DQ6915'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6915'RAVENNA ROAD GO 0.19 MI (0.31 KM) EAST ON APPLE AVENUE (M46) TO THE
 DQ6915'STATION ON THE RIGHT.
 DQ6915'
 DQ6915'THE STATION IS 28 FT (8.5 M) SOUTH OF THE CENTERLINE OF APPLE AVENUE
 DQ6915'(M46), 113 FT (34.4 M) EAST OF AN UNMARKED TELEPHONE POLE, 198 FT
 DQ6915'(60.4 M) WEST OF A DIRT DRIVEWAY ENTRANCE TO ROLLER FOX AND 1F NORTH
 DQ6915'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6914 ***********************************************************************
 DQ6914  DESIGNATION -  61607
 DQ6914  PID         -  DQ6914
 DQ6914  STATE/COUNTY-  MI/MUSKEGON
 DQ6914  COUNTRY     -  US
 DQ6914  USGS QUAD   -  RAVENNA (2017)
 DQ6914
 DQ6914                         *CURRENT SURVEY CONTROL
 DQ6914  ______________________________________________________________________
 DQ6914* NAD 83(1986) POSITION- 43 14 06.14   (N) 085 58 13.56   (W)   HD_HELD1
 DQ6914* NAVD 88 ORTHO HEIGHT -   211.033 (meters)      692.36  (feet) ADJUSTED
 DQ6914  ______________________________________________________________________
 DQ6914  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 DQ6914  DYNAMIC HEIGHT  -        210.985 (meters)      692.21  (feet) COMP
 DQ6914  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 DQ6914
 DQ6914  VERT ORDER      -  FIRST     CLASS II
 DQ6914
 DQ6914.The horizontal coordinates were determined by differentially corrected
 DQ6914.hand held GPS observations or other comparable positioning techniques
 DQ6914.and have an estimated accuracy of +/- 3 meters.
 DQ6914
 DQ6914.The orthometric height was determined by differential leveling and
 DQ6914.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6914.in May 2018.
 DQ6914
 DQ6914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6914.GEOID18 height accuracy estimate available here.
 DQ6914
 DQ6914.Click photographs - Photos may exist for this station.
 DQ6914
 DQ6914.The dynamic height is computed by dividing the NAVD 88
 DQ6914.geopotential number by the normal gravity value computed on the
 DQ6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6914.degrees latitude (g = 980.6199 gals.).
 DQ6914
 DQ6914.The modeled gravity was interpolated from observed gravity values.
 DQ6914
 DQ6914;                    North         East    Units  Estimated Accuracy
 DQ6914;SPC MI S     -   193,966.6   3,869,744.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6914
 DQ6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8359787430(NAD 83)
 DQ6914
 DQ6914                          SUPERSEDED SURVEY CONTROL
 DQ6914
 DQ6914.No superseded survey control is available for this station.
 DQ6914
 DQ6914_MARKER: F = FLANGE-ENCASED ROD
 DQ6914_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6914_STAMPING: 2012 61607
 DQ6914_MARK LOGO: NONE
 DQ6914_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6914_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6914+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 DQ6914_ROD/PIPE-DEPTH: 8.1 meters
 DQ6914_SLEEVE-DEPTH  : 1.2 meters
 DQ6914
 DQ6914  HISTORY     - Date     Condition        Report By
 DQ6914  HISTORY     - 20120627 MONUMENTED       MIDT
 DQ6914
 DQ6914                          STATION DESCRIPTION
 DQ6914
 DQ6914'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6914'THE STATION IS 12.06 MI (19.40 KM) NORTH-NORTHWEST OF COOPERSVILLE,
 DQ6914'13.92 MI (22.40 KM) EAST OF MUSKEGON AND 16.17 MI (26.02 KM)
 DQ6914'SOUTH-SOUTHWEST OF FREMONT.
 DQ6914'
 DQ6914'THE STATION IS LOCATED AT MOORLAND TOWNSHIP, MICHIGAN.
 DQ6914'
 DQ6914'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6914'RAVENNA ROAD GO 1.16 MI (1.87 KM) WEST ON APPLE AVENUE (M46) TO THE
 DQ6914'STATION ON THE LEFT.
 DQ6914'
 DQ6914'THE STATION IS 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF APPLE AVENUE
 DQ6914'(M46), 56 FT (17.1 M) WEST OF THE CENTER OF THE DRIVEWAY FOR ADDRESS
 DQ6914'11085 APPLE AVENUE (M46), 32.5 FT (9.9 M) NORTHWEST OF A WOODEN FENCE
 DQ6914'POST AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6913 ***********************************************************************
 DQ6913  DESIGNATION -  61608
 DQ6913  PID         -  DQ6913
 DQ6913  STATE/COUNTY-  MI/MUSKEGON
 DQ6913  COUNTRY     -  US
 DQ6913  USGS QUAD   -  RAVENNA (2017)
 DQ6913
 DQ6913                         *CURRENT SURVEY CONTROL
 DQ6913  ______________________________________________________________________
 DQ6913* NAD 83(1986) POSITION- 43 14 05.55   (N) 085 59 44.38   (W)   HD_HELD1
 DQ6913* NAVD 88 ORTHO HEIGHT -   208.572 (meters)      684.29  (feet) ADJUSTED
 DQ6913  ______________________________________________________________________
 DQ6913  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 DQ6913  DYNAMIC HEIGHT  -        208.526 (meters)      684.14  (feet) COMP
 DQ6913  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 DQ6913
 DQ6913  VERT ORDER      -  FIRST     CLASS II
 DQ6913
 DQ6913.The horizontal coordinates were determined by differentially corrected
 DQ6913.hand held GPS observations or other comparable positioning techniques
 DQ6913.and have an estimated accuracy of +/- 3 meters.
 DQ6913
 DQ6913.The orthometric height was determined by differential leveling and
 DQ6913.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6913.in May 2018.
 DQ6913
 DQ6913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6913.GEOID18 height accuracy estimate available here.
 DQ6913
 DQ6913.Click photographs - Photos may exist for this station.
 DQ6913
 DQ6913.The dynamic height is computed by dividing the NAVD 88
 DQ6913.geopotential number by the normal gravity value computed on the
 DQ6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6913.degrees latitude (g = 980.6199 gals.).
 DQ6913
 DQ6913.The modeled gravity was interpolated from observed gravity values.
 DQ6913
 DQ6913;                    North         East    Units  Estimated Accuracy
 DQ6913;SPC MI S     -   193,987.8   3,867,695.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6913
 DQ6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8154987387(NAD 83)
 DQ6913
 DQ6913                          SUPERSEDED SURVEY CONTROL
 DQ6913
 DQ6913.No superseded survey control is available for this station.
 DQ6913
 DQ6913_MARKER: F = FLANGE-ENCASED ROD
 DQ6913_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6913_STAMPING: 2012 61608
 DQ6913_MARK LOGO: NONE
 DQ6913_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6913+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DQ6913_ROD/PIPE-DEPTH: 13.2 meters
 DQ6913_SLEEVE-DEPTH  : 1.2 meters
 DQ6913
 DQ6913  HISTORY     - Date     Condition        Report By
 DQ6913  HISTORY     - 20120627 MONUMENTED       MIDT
 DQ6913  HISTORY     - 20200630 GOOD             MIDT
 DQ6913
 DQ6913                          STATION DESCRIPTION
 DQ6913
 DQ6913'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6913'THE STATION IS 12.66 MI (20.37 KM) EAST OF MUSKEGON, 13.11 MI (21.09
 DQ6913'KM) SOUTH-SOUTHEAST OF HOLTON AND 15.28 MI (24.59 KM) WEST-NORTHWEST
 DQ6913'OF SPARTA.
 DQ6913'
 DQ6913'THE STATION IS LOCATED IN MOORLAND TOWNSHIP.
 DQ6913'
 DQ6913'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6913'RAVENNA ROAD TRAVEL 2.45 MI (3.94 KM) WEST ON APPLE AVENUE (M46) TO
 DQ6913'THE STATION ON THE LEFT.
 DQ6913'
 DQ6913'THE STATION IS 11 FT (3.4 M) NORTH OF A FENCE, 43 FT (13.1 M) SOUTH OF
 DQ6913'THE CENTERLINE OF APPLE AVENUE (M46), 66 FT (20.1 M) EAST OF A UTILITY
 DQ6913'POLE LABELED 'NOC 5-30' AND 10.9 FT (3.3 M) NORTH OF AN ORANGE
 DQ6913'CARSONITE WITNESS POST.
 DQ6913
 DQ6913                          STATION RECOVERY (2020)
 DQ6913
 DQ6913'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DQ6913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6912 ***********************************************************************
 DQ6912  DESIGNATION -  61609
 DQ6912  PID         -  DQ6912
 DQ6912  STATE/COUNTY-  MI/MUSKEGON
 DQ6912  COUNTRY     -  US
 DQ6912  USGS QUAD   -  SULLIVAN (2017)
 DQ6912
 DQ6912                         *CURRENT SURVEY CONTROL
 DQ6912  ______________________________________________________________________
 DQ6912* NAD 83(1986) POSITION- 43 14 06.29   (N) 086 01 14.69   (W)   HD_HELD1
 DQ6912* NAVD 88 ORTHO HEIGHT -   207.109 (meters)      679.49  (feet) ADJUSTED
 DQ6912  ______________________________________________________________________
 DQ6912  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DQ6912  DYNAMIC HEIGHT  -        207.063 (meters)      679.34  (feet) COMP
 DQ6912  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 DQ6912
 DQ6912  VERT ORDER      -  FIRST     CLASS II
 DQ6912
 DQ6912.The horizontal coordinates were determined by differentially corrected
 DQ6912.hand held GPS observations or other comparable positioning techniques
 DQ6912.and have an estimated accuracy of +/- 3 meters.
 DQ6912
 DQ6912.The orthometric height was determined by differential leveling and
 DQ6912.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6912.in May 2018.
 DQ6912
 DQ6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6912.GEOID18 height accuracy estimate available here.
 DQ6912
 DQ6912.Click photographs - Photos may exist for this station.
 DQ6912
 DQ6912.The dynamic height is computed by dividing the NAVD 88
 DQ6912.geopotential number by the normal gravity value computed on the
 DQ6912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6912.degrees latitude (g = 980.6199 gals.).
 DQ6912
 DQ6912.The modeled gravity was interpolated from observed gravity values.
 DQ6912
 DQ6912;                    North         East    Units  Estimated Accuracy
 DQ6912;SPC MI S     -   194,050.3   3,865,658.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6912
 DQ6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7951287386(NAD 83)
 DQ6912
 DQ6912                          SUPERSEDED SURVEY CONTROL
 DQ6912
 DQ6912.No superseded survey control is available for this station.
 DQ6912
 DQ6912_MARKER: F = FLANGE-ENCASED ROD
 DQ6912_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6912_STAMPING: 2012 61609
 DQ6912_MARK LOGO: NONE
 DQ6912_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6912+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DQ6912_ROD/PIPE-DEPTH: 24.5 meters
 DQ6912_SLEEVE-DEPTH  : 1.2 meters
 DQ6912
 DQ6912  HISTORY     - Date     Condition        Report By
 DQ6912  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6912
 DQ6912                          STATION DESCRIPTION
 DQ6912
 DQ6912'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6912'THE STATION IS 11.47 MI (18.46 KM) EAST OF MUSKEGON, 12.53 MI (20.16
 DQ6912'KM) SOUTH-SOUTHEAST OF HOLTON AND 16.55 MI (26.63 KM) WEST-NORTHWEST
 DQ6912'OF SPARTA.
 DQ6912'
 DQ6912'THE STATION IS LOCATED IN MOORLAND TOWNSHIP, MICHIGAN.
 DQ6912'
 DQ6912'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6912'RAVENNA ROAD GO 3.73 MI (6.00 KM) WEST ON APPLE AVENUE (M46) TO THE
 DQ6912'STATION ON THE LEFT.
 DQ6912'
 DQ6912'THE STATION IS 7.5 FT (2.3 M) NORTH OF THE EAST-WEST FENCE LINE, 45 FT
 DQ6912'(13.7 M) SOUTH OF THE CENTERLINE OF APPLE AVENUE (M46), 136.8 FT (41.7
 DQ6912'M) NORTHWEST OF A 1.8 FT (0.5 M) DIAMETER POWER LINE LABELED 'DK 120
 DQ6912'FT (36.6 M) AND 7.3 FT (2.2 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DQ6912'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6909 ***********************************************************************
 DQ6909  DESIGNATION -  61610
 DQ6909  PID         -  DQ6909
 DQ6909  STATE/COUNTY-  MI/MUSKEGON
 DQ6909  COUNTRY     -  US
 DQ6909  USGS QUAD   -  SULLIVAN (2017)
 DQ6909
 DQ6909                         *CURRENT SURVEY CONTROL
 DQ6909  ______________________________________________________________________
 DQ6909* NAD 83(1986) POSITION- 43 14 05.53   (N) 086 05 25.37   (W)   HD_HELD1
 DQ6909* NAVD 88 ORTHO HEIGHT -   204.822 (meters)      671.99  (feet) ADJUSTED
 DQ6909  ______________________________________________________________________
 DQ6909  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DQ6909  DYNAMIC HEIGHT  -        204.777 (meters)      671.84  (feet) COMP
 DQ6909  MODELED GRAVITY -    980,397.0   (mgal)                       NAVD 88
 DQ6909
 DQ6909  VERT ORDER      -  FIRST     CLASS II
 DQ6909
 DQ6909.The horizontal coordinates were determined by differentially corrected
 DQ6909.hand held GPS observations or other comparable positioning techniques
 DQ6909.and have an estimated accuracy of +/- 3 meters.
 DQ6909
 DQ6909.The orthometric height was determined by differential leveling and
 DQ6909.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6909.in May 2018.
 DQ6909
 DQ6909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6909.GEOID18 height accuracy estimate available here.
 DQ6909
 DQ6909.Click photographs - Photos may exist for this station.
 DQ6909
 DQ6909.The dynamic height is computed by dividing the NAVD 88
 DQ6909.geopotential number by the normal gravity value computed on the
 DQ6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6909.degrees latitude (g = 980.6199 gals.).
 DQ6909
 DQ6909.The modeled gravity was interpolated from observed gravity values.
 DQ6909
 DQ6909;                    North         East    Units  Estimated Accuracy
 DQ6909;SPC MI S     -   194,140.3   3,860,003.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6909
 DQ6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7385887298(NAD 83)
 DQ6909
 DQ6909                          SUPERSEDED SURVEY CONTROL
 DQ6909
 DQ6909.No superseded survey control is available for this station.
 DQ6909
 DQ6909_MARKER: F = FLANGE-ENCASED ROD
 DQ6909_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6909_STAMPING: 2012 61610
 DQ6909_MARK LOGO: NONE
 DQ6909_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6909+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 DQ6909_ROD/PIPE-DEPTH: 16.6 meters
 DQ6909_SLEEVE-DEPTH  : 1.2 meters
 DQ6909
 DQ6909  HISTORY     - Date     Condition        Report By
 DQ6909  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6909  HISTORY     - 20200630 GOOD             MIDT
 DQ6909
 DQ6909                          STATION DESCRIPTION
 DQ6909
 DQ6909'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6909'THE STATION IS 7.92 MI (12.74 KM) EAST OF MUSKEGON, 8.33 MI (13.40 KM)
 DQ6909'WEST-NORTHWEST OF RAVENNA AND 14.21 MI (22.86 KM) NORTHWEST
 DQ6909'COOPERSVILLE.
 DQ6909'
 DQ6909'THE STATION IS LOCATED IN EGELSTON TOWNSHIP, MICHIGAN.
 DQ6909'
 DQ6909'TO REACH THE STATION FROM THE INTERSECTION OF APPLE AVENUE (M46) AND
 DQ6909'WOLF LAKE ROAD GO 0.85 MI (1.37 KM) EAST ON APPLE AVENUE (M46) TO THE
 DQ6909'STATION ON THE RIGHT.
 DQ6909'
 DQ6909'THE STATION IS 37.2 FT (11.3 M) WEST OF A POWER POLE ON THE NORTH SIDE
 DQ6909'OF THE VFW PARKING LOT, 20.65 FT (6.3 M) SOUTH OF THE CENTERLINE OF
 DQ6909'THE EAST LANE ON APPLE AVENUE (M46), 63 FT (19.2 M) EAST OF THE NORTH
 DQ6909'END OF THE GUARDRAIL ON THE WEST SIDE OF THE VFW PARKING LOT, 15 FT
 DQ6909'(4.6 M) NORTH OF THE NORTH EDGE OF THE BITUMINOUS PAVEMENT OF THE VFW
 DQ6909'PARKING LOT, 38.8 FT (11.8 M) EAST-NORTHEAST OF THE BARREL OF AN M-60
 DQ6909'TANK AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DQ6909
 DQ6909                          STATION RECOVERY (2020)
 DQ6909
 DQ6909'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DQ6909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6908 ***********************************************************************
 DQ6908  DESIGNATION -  61611
 DQ6908  PID         -  DQ6908
 DQ6908  STATE/COUNTY-  MI/MUSKEGON
 DQ6908  COUNTRY     -  US
 DQ6908  USGS QUAD   -  SULLIVAN (2017)
 DQ6908
 DQ6908                         *CURRENT SURVEY CONTROL
 DQ6908  ______________________________________________________________________
 DQ6908* NAD 83(1986) POSITION- 43 13 39.56   (N) 086 06 25.02   (W)   HD_HELD1
 DQ6908* NAVD 88 ORTHO HEIGHT -   203.021 (meters)      666.08  (feet) ADJUSTED
 DQ6908  ______________________________________________________________________
 DQ6908  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 DQ6908  DYNAMIC HEIGHT  -        202.976 (meters)      665.93  (feet) COMP
 DQ6908  MODELED GRAVITY -    980,397.7   (mgal)                       NAVD 88
 DQ6908
 DQ6908  VERT ORDER      -  FIRST     CLASS II
 DQ6908
 DQ6908.The horizontal coordinates were determined by differentially corrected
 DQ6908.hand held GPS observations or other comparable positioning techniques
 DQ6908.and have an estimated accuracy of +/- 3 meters.
 DQ6908
 DQ6908.The orthometric height was determined by differential leveling and
 DQ6908.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6908.in May 2018.
 DQ6908
 DQ6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6908.GEOID18 height accuracy estimate available here.
 DQ6908
 DQ6908.Click photographs - Photos may exist for this station.
 DQ6908
 DQ6908.The dynamic height is computed by dividing the NAVD 88
 DQ6908.geopotential number by the normal gravity value computed on the
 DQ6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6908.degrees latitude (g = 980.6199 gals.).
 DQ6908
 DQ6908.The modeled gravity was interpolated from observed gravity values.
 DQ6908
 DQ6908;                    North         East    Units  Estimated Accuracy
 DQ6908;SPC MI S     -   193,366.8   3,858,641.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6908
 DQ6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7252186483(NAD 83)
 DQ6908
 DQ6908                          SUPERSEDED SURVEY CONTROL
 DQ6908
 DQ6908.No superseded survey control is available for this station.
 DQ6908
 DQ6908_MARKER: F = FLANGE-ENCASED ROD
 DQ6908_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6908_STAMPING: 2012 61611
 DQ6908_MARK LOGO: NONE
 DQ6908_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6908+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DQ6908_ROD/PIPE-DEPTH: 24.2 meters
 DQ6908_SLEEVE-DEPTH  : 1.2 meters
 DQ6908
 DQ6908  HISTORY     - Date     Condition        Report By
 DQ6908  HISTORY     - 20120709 MONUMENTED       MIDT
 DQ6908
 DQ6908                          STATION DESCRIPTION
 DQ6908
 DQ6908'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6908'THE STATION IS 7.17 MI (11.54 KM) EAST OF MUSKEGON, 12.82 MI (20.63
 DQ6908'KM) NORTHEAST OF GRAND HAVEN AND 14.31 MI (23.02 KM) NORTHWEST OF
 DQ6908'COOPERSVILLE.
 DQ6908'
 DQ6908'THE STATION IS LOCATED IN EGELSTON TOWNSHIP, MICHIGAN.
 DQ6908'
 DQ6908'TO REACH THE STATION FROM THE INTERSECTION OF WOLF LAKE ROAD AND
 DQ6908'EVANSTON AVENUE TRAVEL 0.85 MI (1.37 KM) NORTH ON WOLF LAKE ROAD TO
 DQ6908'THE STATION ON THE RIGHT.
 DQ6908'
 DQ6908'THE STATION IS 30 FT (9.1 M) SOUTHEAST OF THE CENTERLINE OF WOLF LAKE
 DQ6908'ROAD, 18.2 FT (5.5 M) SOUTH OF A TELEPHONE POLE LABELED 'CONSEN 635',
 DQ6908'163.2 FT (49.7 M) NORTH OF A TELEPHONE POLE LABELED 'G76176S435' AND
 DQ6908'8.4 FT (2.6 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6907 ***********************************************************************
 DQ6907  DESIGNATION -  61612
 DQ6907  PID         -  DQ6907
 DQ6907  STATE/COUNTY-  MI/MUSKEGON
 DQ6907  COUNTRY     -  US
 DQ6907  USGS QUAD   -  SULLIVAN (2017)
 DQ6907
 DQ6907                         *CURRENT SURVEY CONTROL
 DQ6907  ______________________________________________________________________
 DQ6907* NAD 83(1986) POSITION- 43 12 36.17   (N) 086 06 24.38   (W)   HD_HELD1
 DQ6907* NAVD 88 ORTHO HEIGHT -   196.311 (meters)      644.06  (feet) ADJUSTED
 DQ6907  ______________________________________________________________________
 DQ6907  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 DQ6907  DYNAMIC HEIGHT  -        196.268 (meters)      643.92  (feet) COMP
 DQ6907  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DQ6907
 DQ6907  VERT ORDER      -  FIRST     CLASS II
 DQ6907
 DQ6907.The horizontal coordinates were determined by differentially corrected
 DQ6907.hand held GPS observations or other comparable positioning techniques
 DQ6907.and have an estimated accuracy of +/- 3 meters.
 DQ6907
 DQ6907.The orthometric height was determined by differential leveling and
 DQ6907.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6907.in May 2018.
 DQ6907
 DQ6907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6907.GEOID18 height accuracy estimate available here.
 DQ6907
 DQ6907.Click photographs - Photos may exist for this station.
 DQ6907
 DQ6907.The dynamic height is computed by dividing the NAVD 88
 DQ6907.geopotential number by the normal gravity value computed on the
 DQ6907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6907.degrees latitude (g = 980.6199 gals.).
 DQ6907
 DQ6907.The modeled gravity was interpolated from observed gravity values.
 DQ6907
 DQ6907;                    North         East    Units  Estimated Accuracy
 DQ6907;SPC MI S     -   191,410.8   3,858,615.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6907
 DQ6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7255784527(NAD 83)
 DQ6907
 DQ6907                          SUPERSEDED SURVEY CONTROL
 DQ6907
 DQ6907.No superseded survey control is available for this station.
 DQ6907
 DQ6907_MARKER: F = FLANGE-ENCASED ROD
 DQ6907_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6907_STAMPING: 2012 61612
 DQ6907_MARK LOGO: NONE
 DQ6907_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6907+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DQ6907_ROD/PIPE-DEPTH: 18.7 meters
 DQ6907_SLEEVE-DEPTH  : 1.2 meters
 DQ6907
 DQ6907  HISTORY     - Date     Condition        Report By
 DQ6907  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6907
 DQ6907                          STATION DESCRIPTION
 DQ6907
 DQ6907'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6907'THE STATION IS 7.35 MI (11.83 KM) EAST-SOUTHEAST OF MUSKEGON, 11.83 MI
 DQ6907'(19.03 KM) NORTHEAST OF GRAND HAVEN AND 13.29 MI (21.38 KM) NORTHWEST
 DQ6907'OF COOPERSVILLE.
 DQ6907'
 DQ6907'THE STATION IS LOCATED IN EGELSTON TOWNSHIP, MICHIGAN.
 DQ6907'
 DQ6907'TO REACH THE STATION FROM THE INTERSECTION OF WOLF LAKE ROAD AND
 DQ6907'HEIGHTS RAVENNA ROAD GO 1.34 MI (2.16 KM) NORTH ON WOLF LAKE ROAD TO
 DQ6907'THE STATION ON THE RIGHT.
 DQ6907'
 DQ6907'THE STATION IS 26.15 FT (8.0 M) EAST OF THE CENTERLINE OF WOLF LAKE
 DQ6907'ROAD, 6.45 FT (2.0 M) WEST OF A FOUR FT (1.2 M) CHAIN LINK FENCE,
 DQ6907'68.95 FT (21.0 M) SOUTH OF THE CENTER OF A CRUSHED ASPHALT ENTRANCE TO
 DQ6907'MUSKEGON COUNTY ROAD COMMISSION PROPERTY, 157.6 FT (48.0 M) NORTH OF A
 DQ6907'TELEPHONE POLE LABELED 'VC600545' AND 5.9 FT (1.8 M) WEST OF AN ORANGE
 DQ6907'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6906 ***********************************************************************
 DQ6906  DESIGNATION -  61613
 DQ6906  PID         -  DQ6906
 DQ6906  STATE/COUNTY-  MI/MUSKEGON
 DQ6906  COUNTRY     -  US
 DQ6906  USGS QUAD   -  SULLIVAN (2017)
 DQ6906
 DQ6906                         *CURRENT SURVEY CONTROL
 DQ6906  ______________________________________________________________________
 DQ6906* NAD 83(1986) POSITION- 43 11 26.67   (N) 086 06 22.53   (W)   HD_HELD1
 DQ6906* NAVD 88 ORTHO HEIGHT -   200.725 (meters)      658.55  (feet) ADJUSTED
 DQ6906  ______________________________________________________________________
 DQ6906  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 DQ6906  DYNAMIC HEIGHT  -        200.681 (meters)      658.40  (feet) COMP
 DQ6906  MODELED GRAVITY -    980,395.8   (mgal)                       NAVD 88
 DQ6906
 DQ6906  VERT ORDER      -  FIRST     CLASS II
 DQ6906
 DQ6906.The horizontal coordinates were determined by differentially corrected
 DQ6906.hand held GPS observations or other comparable positioning techniques
 DQ6906.and have an estimated accuracy of +/- 3 meters.
 DQ6906
 DQ6906.The orthometric height was determined by differential leveling and
 DQ6906.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6906.in May 2018.
 DQ6906
 DQ6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6906.GEOID18 height accuracy estimate available here.
 DQ6906
 DQ6906.Click photographs - Photos may exist for this station.
 DQ6906
 DQ6906.The dynamic height is computed by dividing the NAVD 88
 DQ6906.geopotential number by the normal gravity value computed on the
 DQ6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6906.degrees latitude (g = 980.6199 gals.).
 DQ6906
 DQ6906.The modeled gravity was interpolated from observed gravity values.
 DQ6906
 DQ6906;                    North         East    Units  Estimated Accuracy
 DQ6906;SPC MI S     -   189,265.8   3,858,612.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6906
 DQ6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7262182384(NAD 83)
 DQ6906
 DQ6906                          SUPERSEDED SURVEY CONTROL
 DQ6906
 DQ6906.No superseded survey control is available for this station.
 DQ6906
 DQ6906_MARKER: F = FLANGE-ENCASED ROD
 DQ6906_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6906_STAMPING: 61613 2012
 DQ6906_MARK LOGO: NONE
 DQ6906_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6906+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2025
 DQ6906_ROD/PIPE-DEPTH: 5.6 meters
 DQ6906_SLEEVE-DEPTH  : 1.2 meters
 DQ6906
 DQ6906  HISTORY     - Date     Condition        Report By
 DQ6906  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6906  HISTORY     - 20200630 GOOD             MIDT
 DQ6906  HISTORY     - 20250709 GOOD             HEI
 DQ6906
 DQ6906                          STATION DESCRIPTION
 DQ6906
 DQ6906'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6906'THE STATION IS 7.76 MI (12.49 KM) EAST-SOUTHEAST OF MUSKEGON, 10.78 MI
 DQ6906'(17.35 KM) NORTHEAST OF GRAND HAVEN AND 12.36 MI (19.89 KM) NORTHWEST
 DQ6906'OF COOPERSVILLE.
 DQ6906'
 DQ6906'THE STATION IS LOCATED IN SULLIVAN TOWNSHIP, MICHIGAN.
 DQ6906'
 DQ6906'TO REACH THE STATION FROM THE INTERSECTION OF WOLF LAKE ROAD AND
 DQ6906'HEIGHTS RAVENNA ROAD GO 50 FT (15.2 M) EAST ON HEIGHTS RAVENNA ROAD TO
 DQ6906'THE STATION ON THE RIGHT.
 DQ6906'
 DQ6906'THE STATION IS 27 FT (8.2 M) SOUTH OF THE CENTERLINE OF HEIGHTS
 DQ6906'RAVENNA ROAD, 50 FT (15.2 M) EAST OF THE CENTERLINE OF WOLF LAKE ROAD,
 DQ6906'70.4 FT (21.5 M) NORTH OF THE NORTHWEST CORNER OF THE TORCO GAS
 DQ6906'STATION BUILDING, 88.8 FT (27.1 M) WEST OF THE CENTER OF THE ASPHALT
 DQ6906'ENTRANCE OF THE TORCO GAS STATION AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DQ6906'CARSONITE WITNESS POST.
 DQ6906
 DQ6906                          STATION RECOVERY (2020)
 DQ6906
 DQ6906'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DQ6906'28 FT (8.5 M) NORTHEAST OF POST FOR A STOP SIGN, 47 FT (14.3 M) EAST
 DQ6906'OF THE CENTERLINE OF WOLF LAKE, 22 FT (6.7 M) NORTHWEST OF POLE FOR
 DQ6906'TORCO SIGN.
 DQ6906
 DQ6906                          STATION RECOVERY (2025)
 DQ6906
 DQ6906'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2025 (CLE)
 DQ6906'TIES FROM 2020 SHARED SOLUTION STILL ACCURATE.  RECOVERED IN GOOD
 DQ6906'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6905 ***********************************************************************
 DQ6905  DESIGNATION -  61614
 DQ6905  PID         -  DQ6905
 DQ6905  STATE/COUNTY-  MI/MUSKEGON
 DQ6905  COUNTRY     -  US
 DQ6905  USGS QUAD   -  SULLIVAN (2017)
 DQ6905
 DQ6905                         *CURRENT SURVEY CONTROL
 DQ6905  ______________________________________________________________________
 DQ6905* NAD 83(1986) POSITION- 43 10 33.63   (N) 086 06 34.63   (W)   HD_HELD1
 DQ6905* NAVD 88 ORTHO HEIGHT -   198.323 (meters)      650.66  (feet) ADJUSTED
 DQ6905  ______________________________________________________________________
 DQ6905  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 DQ6905  DYNAMIC HEIGHT  -        198.279 (meters)      650.52  (feet) COMP
 DQ6905  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 DQ6905
 DQ6905  VERT ORDER      -  FIRST     CLASS II
 DQ6905
 DQ6905.The horizontal coordinates were determined by differentially corrected
 DQ6905.hand held GPS observations or other comparable positioning techniques
 DQ6905.and have an estimated accuracy of +/- 3 meters.
 DQ6905
 DQ6905.The orthometric height was determined by differential leveling and
 DQ6905.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6905.in May 2018.
 DQ6905
 DQ6905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6905.GEOID18 height accuracy estimate available here.
 DQ6905
 DQ6905.Click photographs - Photos may exist for this station.
 DQ6905
 DQ6905.The dynamic height is computed by dividing the NAVD 88
 DQ6905.geopotential number by the normal gravity value computed on the
 DQ6905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6905.degrees latitude (g = 980.6199 gals.).
 DQ6905
 DQ6905.The modeled gravity was interpolated from observed gravity values.
 DQ6905
 DQ6905;                    North         East    Units  Estimated Accuracy
 DQ6905;SPC MI S     -   187,635.1   3,858,305.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6905
 DQ6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7236680745(NAD 83)
 DQ6905
 DQ6905                          SUPERSEDED SURVEY CONTROL
 DQ6905
 DQ6905.No superseded survey control is available for this station.
 DQ6905
 DQ6905_MARKER: F = FLANGE-ENCASED ROD
 DQ6905_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6905_STAMPING: 2012 61614
 DQ6905_MARK LOGO: NONE
 DQ6905_PROJECTION: RECESSED 13 CENTIMETERS
 DQ6905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6905+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DQ6905_ROD/PIPE-DEPTH: 18.9 meters
 DQ6905_SLEEVE-DEPTH  : 1.2 meters
 DQ6905
 DQ6905  HISTORY     - Date     Condition        Report By
 DQ6905  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6905
 DQ6905                          STATION DESCRIPTION
 DQ6905
 DQ6905'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6905'THE STATION IS 8.09 MI (13.02 KM) SOUTHEAST OF MUSKEGON, 9.88 MI
 DQ6905'(15.90 KM) NORTHEAST OF GRAND HAVEN AND 11.83 MI (19.03 KM) NORTHWEST
 DQ6905'OF COOPERSVILLE.
 DQ6905'
 DQ6905'THE STATION IS LOCATED IN SULLIVAN TOWNSHIP, MICHIGAN.
 DQ6905'
 DQ6905'TO REACH THE STATION FROM THE INTERSECTION OF STERNBERG ROAD AND
 DQ6905'AIRLINE HIGHWAY GO 0.56 MI (0.90 KM) EAST ON STERNBERG ROAD, THEN TURN
 DQ6905'LEFT ONTO DANGL ROAD AND TRAVEL 0.5 MI (0.8 KM) NORTH, THEN TURN RIGHT
 DQ6905'ONTO ELLIS ROAD AND GO 1 MI (1.6 KM) EAST, THEN TURN LEFT ONTO BROOKS
 DQ6905'ROAD AND GO 0.25 MI (0.40 KM) NORTH, THEN TURN RIGHT ONTO JENSEN ROAD
 DQ6905'AND TRAVEL 1.5 MI (2.4 KM) EAST, THEN TURN LEFT ONTO COOLEY ROAD AND
 DQ6905'GO 0.75 MI (1.21 KM) NORTH, THEN TURN RIGHT ONTO CLINE ROAD AND TRAVEL
 DQ6905'0.33 MI (0.53 KM) EAST TO THE STATION ON THE LEFT.
 DQ6905'
 DQ6905'THE STATION IS 17 FT (5.2 M) NORTH OF THE CENTERLINE OF CLINE ROAD,
 DQ6905'94.2 FT (28.7 M) NORTHWEST OF A TELEPHONE POLE LABELED 'WX6 640',
 DQ6905'39.05 FT (11.9 M) SOUTH OF A BLUEBERRY BUSH LINE ON THE NORTH SIDE OF
 DQ6905'CLINE ROAD, 106.15 FT (32.4 M) WEST OF A PHONE PEDESTAL ON THE NORTH
 DQ6905'SIDE OF CLINE ROAD AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE
 DQ6905'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6904 ***********************************************************************
 DQ6904  DESIGNATION -  61615
 DQ6904  PID         -  DQ6904
 DQ6904  STATE/COUNTY-  MI/MUSKEGON
 DQ6904  COUNTRY     -  US
 DQ6904  USGS QUAD   -  SULLIVAN (2017)
 DQ6904
 DQ6904                         *CURRENT SURVEY CONTROL
 DQ6904  ______________________________________________________________________
 DQ6904* NAD 83(1986) POSITION- 43 09 54.66   (N) 086 07 16.40   (W)   HD_HELD1
 DQ6904* NAVD 88 ORTHO HEIGHT -   195.409 (meters)      641.10  (feet) ADJUSTED
 DQ6904  ______________________________________________________________________
 DQ6904  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 DQ6904  DYNAMIC HEIGHT  -        195.366 (meters)      640.96  (feet) COMP
 DQ6904  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 DQ6904
 DQ6904  VERT ORDER      -  FIRST     CLASS II
 DQ6904
 DQ6904.The horizontal coordinates were determined by differentially corrected
 DQ6904.hand held GPS observations or other comparable positioning techniques
 DQ6904.and have an estimated accuracy of +/- 3 meters.
 DQ6904
 DQ6904.The orthometric height was determined by differential leveling and
 DQ6904.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6904.in May 2018.
 DQ6904
 DQ6904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6904.GEOID18 height accuracy estimate available here.
 DQ6904
 DQ6904.Click photographs - Photos may exist for this station.
 DQ6904
 DQ6904.The dynamic height is computed by dividing the NAVD 88
 DQ6904.geopotential number by the normal gravity value computed on the
 DQ6904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6904.degrees latitude (g = 980.6199 gals.).
 DQ6904
 DQ6904.The modeled gravity was interpolated from observed gravity values.
 DQ6904
 DQ6904;                    North         East    Units  Estimated Accuracy
 DQ6904;SPC MI S     -   186,452.5   3,857,337.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6904
 DQ6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7143579533(NAD 83)
 DQ6904
 DQ6904                          SUPERSEDED SURVEY CONTROL
 DQ6904
 DQ6904.No superseded survey control is available for this station.
 DQ6904
 DQ6904_MARKER: F = FLANGE-ENCASED ROD
 DQ6904_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6904_STAMPING: 2012 61615
 DQ6904_MARK LOGO: NONE
 DQ6904_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6904+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DQ6904_ROD/PIPE-DEPTH: 12.6 meters
 DQ6904_SLEEVE-DEPTH  : 1.2 meters
 DQ6904
 DQ6904  HISTORY     - Date     Condition        Report By
 DQ6904  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6904
 DQ6904                          STATION DESCRIPTION
 DQ6904
 DQ6904'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6904'THE STATION IS 8.02 MI (12.90 KM) SOUTHEAST OF MUSKEGON, 8.81 MI
 DQ6904'(14.18 KM) NORTHEAST OF GRAND HAVEN AND 11.65 MI (18.74 KM) NORTHWEST
 DQ6904'OF COOPERSVILLE.
 DQ6904'
 DQ6904'THE STATION IS LOCATED IN FRUITPORT TOWNSHIP, MICHIGAN.
 DQ6904'
 DQ6904'TO REACH THE STATION FROM THE INTERSECTION OF STERNBERG ROAD AND
 DQ6904'AIRLINE HIGHWAY GO 0.56 MI (0.90 KM) EAST ON STERNBERG ROAD, THEN TURN
 DQ6904'LEFT ONTO DANGL ROAD AND TRAVEL 0.5 MI (0.8 KM) NORTH, THEN TURN RIGHT
 DQ6904'ONTO ELLIS ROAD AND GO 1 MI (1.6 KM) EAST, THEN TURN LEFT ONTO BROOKS
 DQ6904'ROAD AND GO 0.25 MI (0.40 KM) NORTH, THEN TURN RIGHT ONTO JENSEN ROAD
 DQ6904'AND TRAVEL 1.25 MI (2.01 KM) EAST TO THE STATION ON THE RIGHT.
 DQ6904'
 DQ6904'THE STATION IS 18 FT (5.5 M) SOUTH OF THE CENTERLINE OF JENSON ROAD,
 DQ6904'131.8 FT (40.2 M) SOUTHEAST OF A POWER POLE ON THE PROPERTY OF ADDRESS
 DQ6904'4966 JENSON ROAD, 13.1 FT (4.0 M) NORTH OF A TREE LINE ON THE SOUTH
 DQ6904'SIDE OF JENSON ROAD AND 6.3 FT (1.9 M) NORTH OF AN ORANGE CARSONITE
 DQ6904'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6903 ***********************************************************************
 DQ6903  DESIGNATION -  61616
 DQ6903  PID         -  DQ6903
 DQ6903  STATE/COUNTY-  MI/MUSKEGON
 DQ6903  COUNTRY     -  US
 DQ6903  USGS QUAD   -  MUSKEGON EAST (2017)
 DQ6903
 DQ6903                         *CURRENT SURVEY CONTROL
 DQ6903  ______________________________________________________________________
 DQ6903* NAD 83(1986) POSITION- 43 09 52.65   (N) 086 08 45.00   (W)   HD_HELD1
 DQ6903* NAVD 88 ORTHO HEIGHT -   196.484 (meters)      644.63  (feet) ADJUSTED
 DQ6903  ______________________________________________________________________
 DQ6903  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 DQ6903  DYNAMIC HEIGHT  -        196.441 (meters)      644.49  (feet) COMP
 DQ6903  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 DQ6903
 DQ6903  VERT ORDER      -  FIRST     CLASS II
 DQ6903
 DQ6903.The horizontal coordinates were determined by differentially corrected
 DQ6903.hand held GPS observations or other comparable positioning techniques
 DQ6903.and have an estimated accuracy of +/- 3 meters.
 DQ6903
 DQ6903.The orthometric height was determined by differential leveling and
 DQ6903.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6903.in May 2018.
 DQ6903
 DQ6903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6903.GEOID18 height accuracy estimate available here.
 DQ6903
 DQ6903.Click photographs - Photos may exist for this station.
 DQ6903
 DQ6903.The dynamic height is computed by dividing the NAVD 88
 DQ6903.geopotential number by the normal gravity value computed on the
 DQ6903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6903.degrees latitude (g = 980.6199 gals.).
 DQ6903
 DQ6903.The modeled gravity was interpolated from observed gravity values.
 DQ6903
 DQ6903;                    North         East    Units  Estimated Accuracy
 DQ6903;SPC MI S     -   186,432.5   3,855,335.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6903
 DQ6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6943579450(NAD 83)
 DQ6903
 DQ6903                          SUPERSEDED SURVEY CONTROL
 DQ6903
 DQ6903.No superseded survey control is available for this station.
 DQ6903
 DQ6903_MARKER: F = FLANGE-ENCASED ROD
 DQ6903_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6903_STAMPING: 2012 61616
 DQ6903_MARK LOGO: NONE
 DQ6903_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6903+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DQ6903_ROD/PIPE-DEPTH: 12.8 meters
 DQ6903_SLEEVE-DEPTH  : 1.2 meters
 DQ6903
 DQ6903  HISTORY     - Date     Condition        Report By
 DQ6903  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6903
 DQ6903                          STATION DESCRIPTION
 DQ6903
 DQ6903'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6903'THE STATION IS 7.04 MI (11.33 KM) SOUTHEAST OF MUSKEGON, 8.17 MI
 DQ6903'(13.15 KM) NORTHEAST OF GRAND HAVEN AND 12.73 MI (20.48 KM) NORTHWEST
 DQ6903'OF COOPERSVILLE.
 DQ6903'
 DQ6903'THE STATION IS LOCATED IN FRUITPORT TOWNSHIP, MICHIGAN.
 DQ6903'
 DQ6903'TO REACH THE STATION FROM THE INTERSECTION OF STERNBERG ROAD AND
 DQ6903'AIRLINE HIGHWAY GO 0.56 MI (0.90 KM) EAST ON STERNBERG ROAD THEN TURN
 DQ6903'LEFT ONTO DANGL ROAD AND TRAVEL 0.5 MI (0.8 KM) NORTH THEN TURN RIGHT
 DQ6903'ONTO ELLIS ROAD AND GO 1 MI (1.6 KM) EAST, THEN TURN LEFT ONTO BROOKS
 DQ6903'ROAD AND TRAVEL 0.24 MI (0.39 KM) NORTH TO THE STATION ON THE LEFT.
 DQ6903'
 DQ6903'THE STATION IS 18.2 FT (5.5 M) WEST OF THE CENTERLINE OF BROOKS ROAD,
 DQ6903'59.3 FT (18.1 M) WEST OF AN UTILITY BOX LABELED '4910' AND 1 FT (0.3
 DQ6903'M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6902 ***********************************************************************
 DQ6902  DESIGNATION -  61617
 DQ6902  PID         -  DQ6902
 DQ6902  STATE/COUNTY-  MI/MUSKEGON
 DQ6902  COUNTRY     -  US
 DQ6902  USGS QUAD   -  MUSKEGON EAST (2017)
 DQ6902
 DQ6902                         *CURRENT SURVEY CONTROL
 DQ6902  ______________________________________________________________________
 DQ6902* NAD 83(1986) POSITION- 43 09 40.13   (N) 086 09 56.12   (W)   HD_HELD1
 DQ6902* NAVD 88 ORTHO HEIGHT -   194.806 (meters)      639.13  (feet) ADJUSTED
 DQ6902  ______________________________________________________________________
 DQ6902  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 DQ6902  DYNAMIC HEIGHT  -        194.763 (meters)      638.98  (feet) COMP
 DQ6902  MODELED GRAVITY -    980,397.3   (mgal)                       NAVD 88
 DQ6902
 DQ6902  VERT ORDER      -  FIRST     CLASS II
 DQ6902
 DQ6902.The horizontal coordinates were determined by differentially corrected
 DQ6902.hand held GPS observations or other comparable positioning techniques
 DQ6902.and have an estimated accuracy of +/- 3 meters.
 DQ6902
 DQ6902.The orthometric height was determined by differential leveling and
 DQ6902.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6902.in May 2018.
 DQ6902
 DQ6902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6902.GEOID18 height accuracy estimate available here.
 DQ6902
 DQ6902.Click photographs - Photos may exist for this station.
 DQ6902
 DQ6902.The dynamic height is computed by dividing the NAVD 88
 DQ6902.geopotential number by the normal gravity value computed on the
 DQ6902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6902.degrees latitude (g = 980.6199 gals.).
 DQ6902
 DQ6902.The modeled gravity was interpolated from observed gravity values.
 DQ6902
 DQ6902;                    North         East    Units  Estimated Accuracy
 DQ6902;SPC MI S     -   186,080.3   3,853,721.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6902
 DQ6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6783379048(NAD 83)
 DQ6902
 DQ6902                          SUPERSEDED SURVEY CONTROL
 DQ6902
 DQ6902.No superseded survey control is available for this station.
 DQ6902
 DQ6902_MARKER: F = FLANGE-ENCASED ROD
 DQ6902_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6902_STAMPING: 2012 61617
 DQ6902_MARK LOGO: NONE
 DQ6902_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6902+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DQ6902_ROD/PIPE-DEPTH: 8.8 meters
 DQ6902_SLEEVE-DEPTH  : 1.2 meters
 DQ6902
 DQ6902  HISTORY     - Date     Condition        Report By
 DQ6902  HISTORY     - 20120626 MONUMENTED       MIDT
 DQ6902  HISTORY     - 20230302 GOOD             ROWESE
 DQ6902
 DQ6902                          STATION DESCRIPTION
 DQ6902
 DQ6902'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6902'THE STATION IS 6.53 MI (10.51 KM) SOUTHEAST OF MUSKEGON, 7.5 MI (12.1
 DQ6902'KM) NORTHEAST OF GRAND HAVEN AND 23.01 MI (37.02 KM) WEST OF SPARTA.
 DQ6902'
 DQ6902'THE STATION IS LOCATED IN FRUITPORT TOWNSHIP, MICHIGAN.
 DQ6902'
 DQ6902'TO REACH THE STATION FROM THE INTERSECTION OF STERNBERG ROAD AND
 DQ6902'AIRLINE HIGHWAY HEAD 0.56 MI (0.90 KM) EAST ON STERNBERG ROAD AND THEN
 DQ6902'TURN LEFT ONTO DANGL ROAD AND TRAVEL 0.5 MI (0.8 KM) NORTH TO THE
 DQ6902'STATION ON THE RIGHT.
 DQ6902'
 DQ6902'THE STATION IS 26.45 FT (8.1 M) SOUTH OF THE CENTERLINE OF ELLIS ROAD,
 DQ6902'30.8 FT (9.4 M) EAST OF THE CENTERLINE OF DANGL ROAD, 45.5 FT (13.9 M)
 DQ6902'WEST OF A POWER POLE LABELED '628/100', 175 FT (53.3 M) NORTH OF A
 DQ6902'POWER POLE LABELED '905' AND 1 FT (0.3 M) NORTHWEST OF AN ORANGE
 DQ6902'CARSONITE WITNESS POST.
 DQ6902
 DQ6902                          STATION RECOVERY (2023)
 DQ6902
 DQ6902'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2023 (SJS)
 DQ6902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0731 ***********************************************************************
 NE0731  DESIGNATION -  62 1/2
 NE0731  PID         -  NE0731
 NE0731  STATE/COUNTY-  MI/LIVINGSTON
 NE0731  COUNTRY     -  US
 NE0731  USGS QUAD   -  SOUTH LYON (2017)
 NE0731
 NE0731                         *CURRENT SURVEY CONTROL
 NE0731  ______________________________________________________________________
 NE0731* NAD 83(1986) POSITION- 42 26 49.     (N) 083 42 34.     (W)   SCALED
 NE0731* NAVD 88 ORTHO HEIGHT -   268.451 (meters)      880.74  (feet) ADJUSTED
 NE0731  ______________________________________________________________________
 NE0731  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 NE0731  DYNAMIC HEIGHT  -        268.374 (meters)      880.49  (feet) COMP
 NE0731  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 NE0731
 NE0731  VERT ORDER      -  SECOND    CLASS 0
 NE0731
 NE0731.The horizontal coordinates were scaled from a map and have
 NE0731.an estimated accuracy of +/- 6 seconds.
 NE0731
 NE0731.The orthometric height was determined by differential leveling and
 NE0731.adjusted by the NATIONAL GEODETIC SURVEY
 NE0731.in June 1991.
 NE0731
 NE0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0731.GEOID18 height accuracy estimate available here.
 NE0731
 NE0731.Click photographs - Photos may exist for this station.
 NE0731
 NE0731.The dynamic height is computed by dividing the NAVD 88
 NE0731.geopotential number by the normal gravity value computed on the
 NE0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0731.degrees latitude (g = 980.6199 gals.).
 NE0731
 NE0731.The modeled gravity was interpolated from observed gravity values.
 NE0731
 NE0731;                    North         East    Units  Estimated Accuracy
 NE0731;SPC MI S     -   105,400.    4,054,070.      MT  (+/- 180 meters Scaled)
 NE0731
 NE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH771029(NAD 83)
 NE0731
 NE0731                          SUPERSEDED SURVEY CONTROL
 NE0731
 NE0731  NGVD 29 (??/??/92)  268.575  (m)          881.15   (f) ADJ UNCH    2 0
 NE0731
 NE0731.Superseded values are not recommended for survey control.
 NE0731
 NE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0731.See file dsdata.pdf to determine how the superseded data were derived.
 NE0731
 NE0731_MARKER: B = BOLT
 NE0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0731_STAMPING: 62-1/2
 NE0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0731+STABILITY: SURFACE MOTION
 NE0731
 NE0731  HISTORY     - Date     Condition        Report By
 NE0731  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0731  HISTORY     - 1934     GOOD             CGS
 NE0731  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 NE0731  HISTORY     - 20061220 MARK NOT FOUND   INDIV
 NE0731
 NE0731                          STATION DESCRIPTION
 NE0731
 NE0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0731'3.6 MI W FROM SOUTH LYON.
 NE0731'IN LIVINGSTON COUNTY, 3.6 MILES WEST ALONG THE GRAND TRUNK
 NE0731'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0731'0.7 MILE WEST OF THE POST OFFICE AT RUSHTON, LIVINGSTON COUNTY,
 NE0731'0.6 MILE WEST OF MILEPOST 62, 0.7 MILE WEST OF A ROAD CROSSING,
 NE0731'14 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN
 NE0731'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 62-1/2 AND SET
 NE0731'IN THE TOP OF A CONCRETE POST.
 NE0731
 NE0731                          STATION RECOVERY (1973)
 NE0731
 NE0731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0731'MARK NOT FOUND.
 NE0731
 NE0731                          STATION RECOVERY (2006)
 NE0731
 NE0731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0122 ***********************************************************************
 NE0122  DESIGNATION -  62 251 A C OF D
 NE0122  PID         -  NE0122
 NE0122  STATE/COUNTY-  MI/WAYNE
 NE0122  COUNTRY     -  US
 NE0122  USGS QUAD   -  BELLE ISLE (2017)
 NE0122
 NE0122                         *CURRENT SURVEY CONTROL
 NE0122  ______________________________________________________________________
 NE0122* NAD 83(1986) POSITION- 42 21 55.     (N) 082 57 21.     (W)   SCALED
 NE0122* NAVD 88 ORTHO HEIGHT -   174.788 (meters)      573.45  (feet) ADJUSTED
 NE0122  ______________________________________________________________________
 NE0122  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 NE0122  DYNAMIC HEIGHT  -        174.736 (meters)      573.28  (feet) COMP
 NE0122  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NE0122
 NE0122  VERT ORDER      -  FIRST     CLASS 0
 NE0122
 NE0122.The horizontal coordinates were scaled from a map and have
 NE0122.an estimated accuracy of +/- 6 seconds.
 NE0122
 NE0122.The orthometric height was determined by differential leveling and
 NE0122.adjusted by the NATIONAL GEODETIC SURVEY
 NE0122.in June 1991.
 NE0122
 NE0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0122.GEOID18 height accuracy estimate available here.
 NE0122
 NE0122.Click photographs - Photos may exist for this station.
 NE0122
 NE0122.The dynamic height is computed by dividing the NAVD 88
 NE0122.geopotential number by the normal gravity value computed on the
 NE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0122.degrees latitude (g = 980.6199 gals.).
 NE0122
 NE0122.The modeled gravity was interpolated from observed gravity values.
 NE0122
 NE0122;                    North         East    Units  Estimated Accuracy
 NE0122;SPC MI S     -    97,090.    4,116,210.      MT  (+/- 180 meters Scaled)
 NE0122
 NE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG389921(NAD 83)
 NE0122
 NE0122                          SUPERSEDED SURVEY CONTROL
 NE0122
 NE0122  NGVD 29 (11/26/84)  174.951  (m)          573.99   (f) ADJUSTED    1 0
 NE0122
 NE0122.Superseded values are not recommended for survey control.
 NE0122
 NE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0122.See file dsdata.pdf to determine how the superseded data were derived.
 NE0122
 NE0122_MARKER: DD = SURVEY DISK
 NE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0122_PROJECTION: RECESSED 8 CENTIMETERS
 NE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0122+STABILITY: SURFACE MOTION
 NE0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0122+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 NE0122
 NE0122  HISTORY     - Date     Condition        Report By
 NE0122  HISTORY     - UNK      MONUMENTED       MI1260
 NE0122  HISTORY     - 1970     GOOD             USLS
 NE0122  HISTORY     - 1980     GOOD             NGS
 NE0122  HISTORY     - 20010724 GOOD             ASMINC
 NE0122  HISTORY     - 20020206 POOR             USPSQD
 NE0122
 NE0122                          STATION DESCRIPTION
 NE0122
 NE0122'DESCRIBED BY US LAKE SURVEY 1970
 NE0122'IN DETROIT.
 NE0122'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0122'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0122'NORTHEAST CORNER OF CONNER AND FREUD STREETS, IN THE SIDEWALK,
 NE0122'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0122'WEST OF THE EAST PROPERTY LINE OF CONNER STREET, UNDER AN
 NE0122'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0122'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0122
 NE0122                          STATION RECOVERY (1980)
 NE0122
 NE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0122'IN DETROIT, AT THE JUNCTION OF FREUD AVENUE AND CONNER STREET, IN
 NE0122'THE SIDEWALK, 7.9 METERS (26 FEET) NORTHWEST OF THE CENTER OF FREUD,
 NE0122'6.1 METERS (20 FEET) NORTHEAST OF THE CENTER OF CONNER, 4.9 METERS
 NE0122'(16 FEET) SOUTHWEST OF THE SOUTH CORNER OF A WHITE BRICK BUILDING,
 NE0122'3.7 METERS (12 FEET) WEST OF A POWER POLE ACCESS MAY BE OBTAINED
 NE0122'THROUGH A METAL ACCESS COVER.
 NE0122
 NE0122                          STATION RECOVERY (2001)
 NE0122
 NE0122'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (WFS)
 NE0122'MARK LOOKS TO BE INTACT, BUT WAS MEASURED TO BE 0.105 M LOW COMPARED
 NE0122'WITH 54 254 B C OF D (NE0119) AND 62 252 A C OF D (NE0886).
 NE0122
 NE0122                          STATION RECOVERY (2002)
 NE0122
 NE0122'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0122'COVER MISSING - WELL FULL OF DEBRIS, 4.75 FEET NE OF NE CURB OF
 NE0122'CONNOR, 8.42 FEET NW OF NW CURB OF FREUD,  14.42 FEET SW OF EDISON
 NE0122'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0120 ***********************************************************************
 NE0120  DESIGNATION -  62 251 C OF D
 NE0120  PID         -  NE0120
 NE0120  STATE/COUNTY-  MI/WAYNE
 NE0120  COUNTRY     -  US
 NE0120  USGS QUAD   -  BELLE ISLE (2017)
 NE0120
 NE0120                         *CURRENT SURVEY CONTROL
 NE0120  ______________________________________________________________________
 NE0120* NAD 83(1986) POSITION- 42 21 55.     (N) 082 57 28.     (W)   SCALED
 NE0120* NAVD 88 ORTHO HEIGHT -   174.649 (meters)      572.99  (feet) ADJUSTED
 NE0120  ______________________________________________________________________
 NE0120  GEOID HEIGHT    -        -34.587 (meters)                     GEOID18
 NE0120  DYNAMIC HEIGHT  -        174.598 (meters)      572.83  (feet) COMP
 NE0120  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NE0120
 NE0120  VERT ORDER      -  FIRST     CLASS 0
 NE0120
 NE0120.The horizontal coordinates were scaled from a map and have
 NE0120.an estimated accuracy of +/- 6 seconds.
 NE0120
 NE0120.The orthometric height was determined by differential leveling and
 NE0120.adjusted by the NATIONAL GEODETIC SURVEY
 NE0120.in June 1991.
 NE0120
 NE0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0120.GEOID18 height accuracy estimate available here.
 NE0120
 NE0120.Click photographs - Photos may exist for this station.
 NE0120
 NE0120.The dynamic height is computed by dividing the NAVD 88
 NE0120.geopotential number by the normal gravity value computed on the
 NE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0120.degrees latitude (g = 980.6199 gals.).
 NE0120
 NE0120.The modeled gravity was interpolated from observed gravity values.
 NE0120
 NE0120;                    North         East    Units  Estimated Accuracy
 NE0120;SPC MI S     -    97,080.    4,116,050.      MT  (+/- 180 meters Scaled)
 NE0120
 NE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG387921(NAD 83)
 NE0120
 NE0120                          SUPERSEDED SURVEY CONTROL
 NE0120
 NE0120  NGVD 29 (11/26/84)  174.813  (m)          573.53   (f) ADJUSTED    1 0
 NE0120
 NE0120.Superseded values are not recommended for survey control.
 NE0120
 NE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0120.See file dsdata.pdf to determine how the superseded data were derived.
 NE0120
 NE0120_MARKER: DD = SURVEY DISK
 NE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0120_PROJECTION: RECESSED 8 CENTIMETERS
 NE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0120+STABILITY: SURFACE MOTION
 NE0120
 NE0120  HISTORY     - Date     Condition        Report By
 NE0120  HISTORY     - UNK      MONUMENTED       MI1260
 NE0120  HISTORY     - 1970     GOOD             USLS
 NE0120  HISTORY     - 1980     GOOD             NGS
 NE0120  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 NE0120
 NE0120                          STATION DESCRIPTION
 NE0120
 NE0120'DESCRIBED BY US LAKE SURVEY 1970
 NE0120'IN DETROIT.
 NE0120'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0120'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0120'NORTHEAST CORNER OF CLAIREPOINTE AND FREUD STREETS, IN THE
 NE0120'SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD
 NE0120'STREET, 4 FEET WEST OF THE EAST PROPERTY LINE OF CLAIREPOINT
 NE0120'STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0120'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0120'CONCRETE MONUMENT.
 NE0120
 NE0120                          STATION RECOVERY (1980)
 NE0120
 NE0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0120'IN DETROIT, AT THE JUNCTION OF FREUD AVENUE AND CLAIRPOINTE STREET,
 NE0120'IN THE SIDEWALK 7.95 METERS (26 FEET) NORTHWEST OF THE CENTER OF
 NE0120'FREUD AVENUE, 6.25 METERS (20.5 FEET) NORTHEAST OF THE CENTER OF
 NE0120'CLAIRPOINTE, 1.4 METERS (4.6 FEET) W. OF A POWER POLE WITH A STREET
 NE0120'LAMP, ACCESS MAY BE OBTAINED THROUGH A METAL ACCESS COVER.
 NE0120'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0120
 NE0120                          STATION RECOVERY (2002)
 NE0120
 NE0120'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0120'CORNER OF CLAIRE POINTE AND FREUD HAS BEEN RECONSTRUCTED. FOUND A 6
 NE0120'INCH HOLE IN CONCRETE PAVING WITH CONCRETE BOTTOM ( COULD NOT CHIP OUT
 NE0120'TO BOTTOM OF CORED HOLE) LOCATION 8.06 FEET SW OF NE CURB OF CLAIRE
 NE0120'POINTE STREET. 30.33 FEET NE OF CENTER OF CLAIRE POINTE STREET, 46.50
 NE0120'FEET NW OF CENTER OF FREUD ST. 9.33 FEET WEST OF LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0886 ***********************************************************************
 NE0886  DESIGNATION -  62 252 A C OF D
 NE0886  PID         -  NE0886
 NE0886  STATE/COUNTY-  MI/WAYNE
 NE0886  COUNTRY     -  US
 NE0886  USGS QUAD   -  BELLE ISLE (2017)
 NE0886
 NE0886                         *CURRENT SURVEY CONTROL
 NE0886  ______________________________________________________________________
 NE0886* NAD 83(1986) POSITION- 42 22 03.9    (N) 082 56 54.4    (W)   HD_HELD2
 NE0886* NAVD 88 ORTHO HEIGHT -   174.898 (meters)      573.81  (feet) ADJUSTED
 NE0886  ______________________________________________________________________
 NE0886  GEOID HEIGHT    -        -34.593 (meters)                     GEOID18
 NE0886  DYNAMIC HEIGHT  -        174.846 (meters)      573.64  (feet) COMP
 NE0886  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 NE0886
 NE0886  VERT ORDER      -  FIRST     CLASS II
 NE0886
 NE0886.The horizontal coordinates were established by autonomous hand held GPS
 NE0886.observations and have an estimated accuracy of +/- 10 meters.
 NE0886
 NE0886.The orthometric height was determined by differential leveling and
 NE0886.adjusted by the NATIONAL GEODETIC SURVEY
 NE0886.in June 1991.
 NE0886
 NE0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0886.GEOID18 height accuracy estimate available here.
 NE0886
 NE0886.Click photographs - Photos may exist for this station.
 NE0886
 NE0886.The dynamic height is computed by dividing the NAVD 88
 NE0886.geopotential number by the normal gravity value computed on the
 NE0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0886.degrees latitude (g = 980.6199 gals.).
 NE0886
 NE0886.The modeled gravity was interpolated from observed gravity values.
 NE0886
 NE0886;                    North         East    Units  Estimated Accuracy
 NE0886;SPC MI S     -    97,372.    4,116,810.      MT  (+/- 10 meters HH2 GPS)
 NE0886
 NE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3956492447(NAD 83)
 NE0886
 NE0886                          SUPERSEDED SURVEY CONTROL
 NE0886
 NE0886  NGVD 29 (11/26/84)  175.059  (m)          574.34   (f) ADJUSTED    1 2
 NE0886
 NE0886.Superseded values are not recommended for survey control.
 NE0886
 NE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0886.See file dsdata.pdf to determine how the superseded data were derived.
 NE0886
 NE0886_MARKER: DD = SURVEY DISK
 NE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0886_STAMPING: 62 252 A
 NE0886_MARK LOGO: MI1260
 NE0886_PROJECTION: RECESSED
 NE0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0886+STABILITY: SURFACE MOTION
 NE0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0886+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NE0886
 NE0886  HISTORY     - Date     Condition        Report By
 NE0886  HISTORY     - UNK      MONUMENTED       MI1260
 NE0886  HISTORY     - 1980     GOOD             NGS
 NE0886  HISTORY     - 20010726 GOOD             ASMINC
 NE0886  HISTORY     - 20020206 POOR             USPSQD
 NE0886
 NE0886                          STATION DESCRIPTION
 NE0886
 NE0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0886'IN DETROIT.
 NE0886'IN DETROIT, AT THE  JUNCTION OF FREUD AVENUE AND DREXEL STREETS,
 NE0886'2.7 METERS (9.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF FREUD,
 NE0886'3.8 METERS (12.5 FEET) NORTHEAST OF THE NORTHEAST CURB OF DREXEL
 NE0886', 5.9 METERS (19.4 FEET) SOUTHWEST OF THE SOUTH CORNER OF THE JORDAN
 NE0886'MISSIONARY BABTIST CHURCH, 2.5 METERS (8.3 FEET) NORTH-NORTHEAST OF
 NE0886'A POWER POLE WITH A STREET LAMP, ACCESS MAY BE OBTAINED THROUGH
 NE0886'A METAL ACCESS COVER.
 NE0886'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0886
 NE0886                          STATION RECOVERY (2001)
 NE0886
 NE0886'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (WFS)
 NE0886'DREXEL ST. NO LONGER PHYSICALLY EXISTS.  THE CHURCH MENTIONED IN THE
 NE0886'DESCRIPTION IS NOW GONE.  THE MONUMENT BOX IS MARKED WITH PAINT IN THE
 NE0886'SIDEWALK ON THE NW'LY SIDE OF FREUD ST.
 NE0886
 NE0886                          STATION RECOVERY (2002)
 NE0886
 NE0886'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0886'COVER MISSING,  WELL FULL OF DEBRIS. DREXEL STREET MISSING, 8.50 FEET
 NE0886'NW OF NW CURB OF FREUD, 8.42 FEET NORTH OF EDISON POLE, MARK IS 0.46
 NE0886'FEET BELOW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0123 ***********************************************************************
 NE0123  DESIGNATION -  62 252 C OF D
 NE0123  PID         -  NE0123
 NE0123  STATE/COUNTY-  MI/WAYNE
 NE0123  COUNTRY     -  US
 NE0123  USGS QUAD   -  BELLE ISLE (2017)
 NE0123
 NE0123                         *CURRENT SURVEY CONTROL
 NE0123  ______________________________________________________________________
 NE0123* NAD 83(1986) POSITION- 42 22 01.     (N) 082 57 02.     (W)   SCALED
 NE0123* NAVD 88 ORTHO HEIGHT -   174.509 (meters)      572.53  (feet) ADJUSTED
 NE0123  ______________________________________________________________________
 NE0123  GEOID HEIGHT    -        -34.592 (meters)                     GEOID18
 NE0123  DYNAMIC HEIGHT  -        174.457 (meters)      572.36  (feet) COMP
 NE0123  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NE0123
 NE0123  VERT ORDER      -  FIRST     CLASS 0
 NE0123
 NE0123.The horizontal coordinates were scaled from a map and have
 NE0123.an estimated accuracy of +/- 6 seconds.
 NE0123
 NE0123.The orthometric height was determined by differential leveling and
 NE0123.adjusted by the NATIONAL GEODETIC SURVEY
 NE0123.in June 1991.
 NE0123
 NE0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0123.GEOID18 height accuracy estimate available here.
 NE0123
 NE0123.Click photographs - Photos may exist for this station.
 NE0123
 NE0123.The dynamic height is computed by dividing the NAVD 88
 NE0123.geopotential number by the normal gravity value computed on the
 NE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0123.degrees latitude (g = 980.6199 gals.).
 NE0123
 NE0123.The modeled gravity was interpolated from observed gravity values.
 NE0123
 NE0123;                    North         East    Units  Estimated Accuracy
 NE0123;SPC MI S     -    97,280.    4,116,640.      MT  (+/- 180 meters Scaled)
 NE0123
 NE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG393923(NAD 83)
 NE0123
 NE0123                          SUPERSEDED SURVEY CONTROL
 NE0123
 NE0123  NGVD 29 (??/??/92)  174.668  (m)          573.06   (f) ADJ UNCH    1 0
 NE0123
 NE0123.Superseded values are not recommended for survey control.
 NE0123
 NE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0123.See file dsdata.pdf to determine how the superseded data were derived.
 NE0123
 NE0123_MARKER: DD = SURVEY DISK
 NE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0123+STABILITY: SURFACE MOTION
 NE0123
 NE0123  HISTORY     - Date     Condition        Report By
 NE0123  HISTORY     - UNK      MONUMENTED       MI1260
 NE0123  HISTORY     - 1970     GOOD             USLS
 NE0123  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 NE0123
 NE0123                          STATION DESCRIPTION
 NE0123
 NE0123'DESCRIBED BY US LAKE SURVEY 1970
 NE0123'IN DETROIT.
 NE0123'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0123'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0123'NORTHWEST CORNER OF DICKERSON AND FREUD STREETS, IN THE SIDEWALK,
 NE0123'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0123'WEST OF THE EAST PROPERTY LINE OF DICKERSON STREET, UNDER AN
 NE0123'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0123'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0123
 NE0123                          STATION RECOVERY (2002)
 NE0123
 NE0123'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0123'LOCAL RECONSTRUCTION, DICKRSON STREET RELOCATED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6830 ***********************************************************************
 AA6830  DESIGNATION -  62 254
 AA6830  PID         -  AA6830
 AA6830  STATE/COUNTY-  MI/WAYNE
 AA6830  COUNTRY     -  US
 AA6830  USGS QUAD   -  BELLE ISLE (2017)
 AA6830
 AA6830                         *CURRENT SURVEY CONTROL
 AA6830  ______________________________________________________________________
 AA6830* NAD 83(2011) POSITION- 42 21 53.47372(N) 082 56 21.05703(W)   ADJUSTED
 AA6830* NAD 83(2011) ELLIP HT-   139.855 (meters)        (06/27/12)   ADJUSTED
 AA6830* NAD 83(2011) EPOCH   -  2010.00
 AA6830* NAVD 88 ORTHO HEIGHT -   174.3   (meters)      572.    (feet) GPS OBS
 AA6830  ______________________________________________________________________
 AA6830  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6830  GEOID HEIGHT    -         -34.55 (meters)                     GEOID93
 AA6830  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 AA6830  NAD 83(2011) X  -    580,182.088 (meters)                     COMP
 AA6830  NAD 83(2011) Y  - -4,684,094.328 (meters)                     COMP
 AA6830  NAD 83(2011) Z  -  4,275,728.816 (meters)                     COMP
 AA6830  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AA6830
 AA6830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6830  Standards:
 AA6830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6830  -------------------------------------------------------------------
 AA6830  NETWORK    1.35   1.29           0.64   0.41   0.66     -0.07437691
 AA6830  -------------------------------------------------------------------
 AA6830  Click here for local accuracies and other accuracy information.
 AA6830
 AA6830.The horizontal coordinates were established by GPS observations
 AA6830.and adjusted by the National Geodetic Survey in June 2012.
 AA6830
 AA6830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6830.been affixed to the stable North American tectonic plate. See 
 AA6830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6830
 AA6830.The horizontal coordinates are valid at the epoch date displayed above
 AA6830.which is a decimal equivalence of Year/Month/Day.
 AA6830
 AA6830.The orthometric height was determined by GPS observations and a
 AA6830.high-resolution geoid model.
 AA6830
 AA6830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6830.GEOID18 height accuracy estimate available here.
 AA6830
 AA6830.Click photographs - Photos may exist for this station.
 AA6830
 AA6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6830
 AA6830.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6830
 AA6830.The ellipsoidal height was determined by GPS observations
 AA6830.and is referenced to NAD 83.
 AA6830
 AA6830. The following values were computed from the NAD 83(2011) position.
 AA6830
 AA6830;                    North         East     Units Scale Factor Converg.
 AA6830;SPC MI S     -    97,062.920 4,117,578.377   MT  0.99994782   +0 58 17.2
 AA6830;SPC MI S     -   318,447.90 13,509,115.41   iFT  0.99994782   +0 58 17.2
 AA6830;UTM  17      - 4,692,108.063   340,319.334   MT  0.99991373   -1 18 25.2
 AA6830
 AA6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6830!SPC MI S     -   0.99997807  x   0.99994782  =   0.99992589
 AA6830!UTM  17      -   0.99997807  x   0.99991373  =   0.99989180
 AA6830
 AA6830:                Primary Azimuth Mark                     Grid Az
 AA6830:SPC MI S     -  62 255                                   331 37 14.5
 AA6830:UTM  17      -  62 255                                   333 53 56.9
 AA6830
 AA6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4031992108(NAD 83)
 AA6830
 AA6830|---------------------------------------------------------------------|
 AA6830| PID    Reference Object                     Distance      Geod. Az  |
 AA6830|                                                           dddmmss.s |
 AA6830| AA6827 62 255                              APPROX. 0.6 KM 3323531.7 |
 AA6830|---------------------------------------------------------------------|
 AA6830
 AA6830                          SUPERSEDED SURVEY CONTROL
 AA6830
 AA6830  NAD 83(2007)-  42 21 53.47383(N)    082 56 21.05809(W) AD(2002.00) 0
 AA6830  ELLIP H (02/10/07)  139.844  (m)                       GP(2002.00)    
 AA6830  ELLIP H (07/12/02)  139.891  (m)                       GP(       ) 4 1
 AA6830  NAD 83(1994)-  42 21 53.47387(N)    082 56 21.05765(W) AD(       ) 1
 AA6830  ELLIP H (02/03/97)  139.925  (m)                       GP(       ) 4 1
 AA6830  NAD 83(1986)-  42 21 53.47830(N)    082 56 21.08946(W) AD(       ) 1
 AA6830
 AA6830.Superseded values are not recommended for survey control.
 AA6830
 AA6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6830.See file dsdata.pdf to determine how the superseded data were derived.
 AA6830
 AA6830_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6830_STAMPING: 62-254 1960
 AA6830_MARK LOGO: MI-163
 AA6830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6830+STABILITY: SURFACE MOTION
 AA6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6830+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6830
 AA6830  HISTORY     - Date     Condition        Report By
 AA6830  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6830  HISTORY     - 20020213 GOOD             USPSQD
 AA6830
 AA6830                          STATION DESCRIPTION
 AA6830
 AA6830'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6830'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6830'CHALMERS ROAD AT AVONDALE STREET. TO REACH FROM THE INTERSECTION OF
 AA6830'INTERSTATE I-75 AND CHALMERS ROAD (EXIT 222A) PROCEED SOUTH 2.95 MILES
 AA6830'0N CHALMERS ROAD TO AVONDALE STREET AND THE STATION AT THE NORTHEAST
 AA6830'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6830'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6830'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6830'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF CHALMERS IS N
 AA6830'90 W, 26.2 FEET,  CENTERLINE OF AVONDALE STREET IS S 0 W, 26.7 FEET.
 AA6830
 AA6830                          STATION RECOVERY (2002)
 AA6830
 AA6830'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 AA6830'NO COVER, WELL FULL OF DEBRIS. LOCATION 26 FEET E OF CURB OF CHALMERS,
 AA6830'24.58 FEET S OF CURB OF AVONDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0887 ***********************************************************************
 NE0887  DESIGNATION -  62 254 A C OF D
 NE0887  PID         -  NE0887
 NE0887  STATE/COUNTY-  MI/WAYNE
 NE0887  COUNTRY     -  US
 NE0887  USGS QUAD   -  BELLE ISLE (2017)
 NE0887
 NE0887                         *CURRENT SURVEY CONTROL
 NE0887  ______________________________________________________________________
 NE0887* NAD 83(1986) POSITION- 42 21 57.     (N) 082 55 56.     (W)   SCALED
 NE0887* NAVD 88 ORTHO HEIGHT -   174.826 (meters)      573.58  (feet) ADJUSTED
 NE0887  ______________________________________________________________________
 NE0887  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 NE0887  DYNAMIC HEIGHT  -        174.774 (meters)      573.40  (feet) COMP
 NE0887  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 NE0887
 NE0887  VERT ORDER      -  FIRST     CLASS II
 NE0887
 NE0887.The horizontal coordinates were scaled from a map and have
 NE0887.an estimated accuracy of +/- 6 seconds.
 NE0887
 NE0887.The orthometric height was determined by differential leveling and
 NE0887.adjusted by the NATIONAL GEODETIC SURVEY
 NE0887.in June 1991.
 NE0887
 NE0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0887.GEOID18 height accuracy estimate available here.
 NE0887
 NE0887.Click photographs - Photos may exist for this station.
 NE0887
 NE0887.The dynamic height is computed by dividing the NAVD 88
 NE0887.geopotential number by the normal gravity value computed on the
 NE0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0887.degrees latitude (g = 980.6199 gals.).
 NE0887
 NE0887.The modeled gravity was interpolated from observed gravity values.
 NE0887
 NE0887;                    North         East    Units  Estimated Accuracy
 NE0887;SPC MI S     -    97,180.    4,118,150.      MT  (+/- 180 meters Scaled)
 NE0887
 NE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG408922(NAD 83)
 NE0887
 NE0887                          SUPERSEDED SURVEY CONTROL
 NE0887
 NE0887  NGVD 29 (11/26/84)  174.981  (m)          574.08   (f) ADJUSTED    1 2
 NE0887
 NE0887.Superseded values are not recommended for survey control.
 NE0887
 NE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0887.See file dsdata.pdf to determine how the superseded data were derived.
 NE0887
 NE0887_MARKER: DD = SURVEY DISK
 NE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0887_STAMPING: 62 254 A
 NE0887_MARK LOGO: MI1260
 NE0887_PROJECTION: RECESSED
 NE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0887+STABILITY: SURFACE MOTION
 NE0887
 NE0887  HISTORY     - Date     Condition        Report By
 NE0887  HISTORY     - UNK      MONUMENTED       MI1260
 NE0887  HISTORY     - 1980     GOOD             NGS
 NE0887  HISTORY     - 20020213 GOOD             USPSQD
 NE0887
 NE0887                          STATION DESCRIPTION
 NE0887
 NE0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0887'IN DETROIT.
 NE0887'IN DETROIT, AT THE JUNCTION OF AVONDALE AND PHILIP STREETS, IN THE
 NE0887'SIDEWALK, 3.15 METERS (10.4 FEET) NORTHWEST OF THE NORTHWEST CURB OF
 NE0887'AVONDALE, 3.75 METERS (12.3 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0887'PHILP, 10.5 METERS (34.5 FEET) SOUTH OF THE SOUTH CORNER OF HOUSE 400.
 NE0887'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0887
 NE0887                          STATION RECOVERY (2002)
 NE0887
 NE0887'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0887'LOCATION, 23 FEET N OF CURB OF AVONDALE, 25.08 FEET E OF CURB OF
 NE0887'PHILIP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6827 ***********************************************************************
 AA6827  DESIGNATION -  62 255
 AA6827  PID         -  AA6827
 AA6827  STATE/COUNTY-  MI/WAYNE
 AA6827  COUNTRY     -  US
 AA6827  USGS QUAD   -  BELLE ISLE (2017)
 AA6827
 AA6827                         *CURRENT SURVEY CONTROL
 AA6827  ______________________________________________________________________
 AA6827* NAD 83(2011) POSITION- 42 22 11.31653(N) 082 56 33.53401(W)   ADJUSTED
 AA6827* NAD 83(2011) ELLIP HT-   140.297 (meters)        (06/27/12)   ADJUSTED
 AA6827* NAD 83(2011) EPOCH   -  2010.00
 AA6827* NAVD 88 ORTHO HEIGHT -   174.882 (meters)      573.76  (feet) ADJUSTED
 AA6827  ______________________________________________________________________
 AA6827  GEOID HEIGHT    -        -34.597 (meters)                     GEOID18
 AA6827  NAD 83(2011) X  -    579,853.201 (meters)                     COMP
 AA6827  NAD 83(2011) Y  - -4,683,761.535 (meters)                     COMP
 AA6827  NAD 83(2011) Z  -  4,276,135.893 (meters)                     COMP
 AA6827  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 AA6827  DYNAMIC HEIGHT  -        174.831 (meters)      573.59  (feet) COMP
 AA6827  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 AA6827
 AA6827  VERT ORDER      -  SECOND    CLASS I
 AA6827
 AA6827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6827  Standards:
 AA6827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6827  -------------------------------------------------------------------
 AA6827  NETWORK    1.21   1.29           0.56   0.40   0.66     -0.10115219
 AA6827  -------------------------------------------------------------------
 AA6827  Click here for local accuracies and other accuracy information.
 AA6827
 AA6827.The horizontal coordinates were established by GPS observations
 AA6827.and adjusted by the National Geodetic Survey in June 2012.
 AA6827
 AA6827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6827.been affixed to the stable North American tectonic plate. See 
 AA6827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6827
 AA6827.The horizontal coordinates are valid at the epoch date displayed above
 AA6827.which is a decimal equivalence of Year/Month/Day.
 AA6827
 AA6827.The orthometric height was determined by differential leveling and
 AA6827.adjusted by the NATIONAL GEODETIC SURVEY
 AA6827.in July 2007.
 AA6827
 AA6827.No vertical observational check was made to the station.
 AA6827
 AA6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6827.GEOID18 height accuracy estimate available here.
 AA6827
 AA6827.Click photographs - Photos may exist for this station.
 AA6827
 AA6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6827
 AA6827.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6827
 AA6827.The ellipsoidal height was determined by GPS observations
 AA6827.and is referenced to NAD 83.
 AA6827
 AA6827.The dynamic height is computed by dividing the NAVD 88
 AA6827.geopotential number by the normal gravity value computed on the
 AA6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6827.degrees latitude (g = 980.6199 gals.).
 AA6827
 AA6827.The modeled gravity was interpolated from observed gravity values.
 AA6827
 AA6827. The following values were computed from the NAD 83(2011) position.
 AA6827
 AA6827;                    North         East     Units Scale Factor Converg.
 AA6827;SPC MI S     -    97,608.529 4,117,283.621   MT  0.99994705   +0 58 08.7
 AA6827;SPC MI S     -   320,237.96 13,508,148.36   iFT  0.99994705   +0 58 08.7
 AA6827;UTM  17      - 4,692,664.942   340,046.513   MT  0.99991480   -1 18 34.0
 AA6827
 AA6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6827!SPC MI S     -   0.99997800  x   0.99994705  =   0.99992505
 AA6827!UTM  17      -   0.99997800  x   0.99991480  =   0.99989280
 AA6827
 AA6827:                Primary Azimuth Mark                     Grid Az
 AA6827:SPC MI S     -  62 254                                   151 37 14.6
 AA6827:UTM  17      -  62 254                                   153 53 57.3
 AA6827
 AA6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4004692664(NAD 83)
 AA6827
 AA6827|---------------------------------------------------------------------|
 AA6827| PID    Reference Object                     Distance      Geod. Az  |
 AA6827|                                                           dddmmss.s |
 AA6827| AA6830 62 254                              APPROX. 0.6 KM 1523523.3 |
 AA6827|---------------------------------------------------------------------|
 AA6827
 AA6827                          SUPERSEDED SURVEY CONTROL
 AA6827
 AA6827  NAD 83(2007)-  42 22 11.31664(N)    082 56 33.53514(W) AD(2002.00) 0
 AA6827  ELLIP H (02/10/07)  140.287  (m)                       GP(2002.00)    
 AA6827  ELLIP H (07/12/02)  140.333  (m)                       GP(       ) 4 1
 AA6827  NAD 83(1994)-  42 22 11.31669(N)    082 56 33.53490(W) AD(       ) 1
 AA6827  ELLIP H (02/03/97)  140.368  (m)                       GP(       ) 4 1
 AA6827  NAD 83(1986)-  42 22 11.32107(N)    082 56 33.56675(W) AD(       ) 1
 AA6827  NAVD 88 (07/20/95)  174.7    (m)  GEOID93  model used  GPS OBS        
 AA6827
 AA6827.Superseded values are not recommended for survey control.
 AA6827
 AA6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6827.See file dsdata.pdf to determine how the superseded data were derived.
 AA6827
 AA6827_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6827_STAMPING: 62-255 1960
 AA6827_MARK LOGO: MI-163
 AA6827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6827+STABILITY: SURFACE MOTION
 AA6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6827+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AA6827
 AA6827  HISTORY     - Date     Condition        Report By
 AA6827  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6827  HISTORY     - 20020213 GOOD             USPSQD
 AA6827  HISTORY     - 20060502 GOOD             MIDT
 AA6827
 AA6827                          STATION DESCRIPTION
 AA6827
 AA6827'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6827'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6827'CHALMERS ROAD AT FREUD STREET. TO REACH FROM THE INTERSECTION OF I-75
 AA6827'AND CHALMERS ROAD (EXIT 222A) PROCEED SOUTH 2.6 MILESON CHALMERS TO
 AA6827'FREUD STREET AND THE STATION IN THE NORTHWEST QUADRANT. THE STATION IS
 AA6827'A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6827'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH WITH
 AA6827'THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE INTERSECTION
 AA6827'OF TWO SIDEWALKS.  CENTERLINE OF CHALMERS IS N 90 E, 25.2 FEET,
 AA6827'CENTERLINE OF FREUD STREET IS S 0 W, 26.1 FEET.
 AA6827
 AA6827                          STATION RECOVERY (2002)
 AA6827
 AA6827'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 AA6827'NO COVER, WELL FULL OF DEBRIS. LOCATION 24 FEET W OF CURB OF CHALMERS,
 AA6827'25 FEET N OF CURB OF FREUD.
 AA6827
 AA6827                          STATION RECOVERY (2006)
 AA6827
 AA6827'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6827'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0015 ***********************************************************************
 OK0015  DESIGNATION -  620.2
 OK0015  PID         -  OK0015
 OK0015  STATE/COUNTY-  MI/MIDLAND
 OK0015  COUNTRY     -  US
 OK0015  USGS QUAD   -  MIDLAND SOUTH (2017)
 OK0015
 OK0015                         *CURRENT SURVEY CONTROL
 OK0015  ______________________________________________________________________
 OK0015* NAD 83(1986) POSITION- 43 36 39.38   (N) 084 14 39.50   (W)   HD_HELD1
 OK0015* NAVD 88 ORTHO HEIGHT -   188.446 (meters)      618.26  (feet) ADJUSTED
 OK0015  ______________________________________________________________________
 OK0015  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 OK0015  DYNAMIC HEIGHT  -        188.409 (meters)      618.14  (feet) COMP
 OK0015  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 OK0015
 OK0015  VERT ORDER      -  SECOND    CLASS 0
 OK0015
 OK0015.The horizontal coordinates were determined by differentially corrected
 OK0015.hand held GPS observations or other comparable positioning techniques
 OK0015.and have an estimated accuracy of +/- 3 meters.
 OK0015
 OK0015.The orthometric height was determined by differential leveling and
 OK0015.adjusted by the NATIONAL GEODETIC SURVEY
 OK0015.in June 1991.
 OK0015
 OK0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0015.GEOID18 height accuracy estimate available here.
 OK0015
 OK0015.Click photographs - Photos may exist for this station.
 OK0015
 OK0015.The dynamic height is computed by dividing the NAVD 88
 OK0015.geopotential number by the normal gravity value computed on the
 OK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0015.degrees latitude (g = 980.6199 gals.).
 OK0015
 OK0015.The modeled gravity was interpolated from observed gravity values.
 OK0015
 OK0015;                    North         East    Units  Estimated Accuracy
 OK0015;SPC MI S     -   234,494.1   4,009,877.9     MT  (+/- 3 meters HH1 GPS) 
 OK0015
 OK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2237832352(NAD 83)
 OK0015
 OK0015                          SUPERSEDED SURVEY CONTROL
 OK0015
 OK0015  NGVD 29 (??/??/92)  188.623  (m)          618.84   (f) ADJ UNCH    2 0
 OK0015
 OK0015.Superseded values are not recommended for survey control.
 OK0015
 OK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0015.See file dsdata.pdf to determine how the superseded data were derived.
 OK0015
 OK0015_MARKER: DD = SURVEY DISK
 OK0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0015_SP_SET: BRIDGE
 OK0015_STAMPING: 620.2
 OK0015_MARK LOGO: USWB
 OK0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0015
 OK0015  HISTORY     - Date     Condition        Report By
 OK0015  HISTORY     - UNK      MONUMENTED       USWB
 OK0015  HISTORY     - 1934     GOOD             CGS
 OK0015  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0015
 OK0015                          STATION DESCRIPTION
 OK0015
 OK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0015'AT MIDLAND.
 OK0015'AT MIDLAND, ON THE CHESAPEAKE AND OHIO RAILWAY, 250 YARDS EAST OF
 OK0015'THE STATION, 41 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 OK0015'AT THE HIGHWAY BRIDGE OVER TITTABAWASSEE RIVER, IN THE TOP OF
 OK0015'THE EAST END OF THE NORTH RETAINING WALL, 20.1 FEET EAST OF THE
 OK0015'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A U.S.
 OK0015'WEATHER BUREAU STANDARD DISK, STAMPED 620.2
 OK0015
 OK0015                          STATION RECOVERY (2001)
 OK0015
 OK0015'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0015'NEW BRIDGE CONSTRUCTED IN 1967-68. DISK PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1295 ***********************************************************************
 RL1295  DESIGNATION -  622.6
 RL1295  PID         -  RL1295
 RL1295  STATE/COUNTY-  MI/ONTONAGON
 RL1295  COUNTRY     -  US
 RL1295  USGS QUAD   -  WHITE PINE (2017)
 RL1295
 RL1295                         *CURRENT SURVEY CONTROL
 RL1295  ______________________________________________________________________
 RL1295* NAD 83(1986) POSITION- 46 50 14.     (N) 089 30 05.     (W)   SCALED
 RL1295* NAVD 88 ORTHO HEIGHT -   189.868 (meters)      622.93  (feet) ADJUSTED
 RL1295  ______________________________________________________________________
 RL1295  GEOID HEIGHT    -        -31.126 (meters)                     GEOID18
 RL1295  DYNAMIC HEIGHT  -        189.899 (meters)      623.03  (feet) COMP
 RL1295  MODELED GRAVITY -    980,772.0   (mgal)                       NAVD 88
 RL1295
 RL1295  VERT ORDER      -  SECOND    CLASS 0
 RL1295
 RL1295.The horizontal coordinates were scaled from a map and have
 RL1295.an estimated accuracy of +/- 6 seconds.
 RL1295
 RL1295.The orthometric height was determined by differential leveling and
 RL1295.adjusted by the NATIONAL GEODETIC SURVEY
 RL1295.in June 1991.
 RL1295
 RL1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1295.GEOID18 height accuracy estimate available here.
 RL1295
 RL1295.Click photographs - Photos may exist for this station.
 RL1295
 RL1295.The dynamic height is computed by dividing the NAVD 88
 RL1295.geopotential number by the normal gravity value computed on the
 RL1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1295.degrees latitude (g = 980.6199 gals.).
 RL1295
 RL1295.The modeled gravity was interpolated from observed gravity values.
 RL1295
 RL1295;                    North         East    Units  Estimated Accuracy
 RL1295;SPC MI N     -   231,290.    7,809,220.      MT  (+/- 180 meters Scaled)
 RL1295
 RL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS092901(NAD 83)
 RL1295
 RL1295                          SUPERSEDED SURVEY CONTROL
 RL1295
 RL1295  NGVD 29 (??/??/92)  189.901  (m)          623.03   (f) ADJ UNCH    2 0
 RL1295
 RL1295.Superseded values are not recommended for survey control.
 RL1295
 RL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1295.See file dsdata.pdf to determine how the superseded data were derived.
 RL1295
 RL1295_MARKER: Z = SEE DESCRIPTION
 RL1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1295_SP_SET: CULVERT
 RL1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1295
 RL1295  HISTORY     - Date     Condition        Report By
 RL1295  HISTORY     - UNK      MONUMENTED       USGS
 RL1295  HISTORY     - 1948     GOOD             CGS
 RL1295  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1295  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL1295  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL1295
 RL1295                          STATION DESCRIPTION
 RL1295
 RL1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1295'3.2 MI NE FROM SILVER CITY.
 RL1295'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL1295'JUNCTION WITH STATE HIGHWAY 107 IN SILVER CITY, 0.6 MILE
 RL1295'SOUTHWEST OF THE BRIDGE OVER PINE CREEK, IN THE SOUTHEAST
 RL1295'QUARTER OF THE INTERSECTION WITH A ROAD SOUTH, 50 FEET SOUTH
 RL1295'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER
 RL1295'LINE OF THE SIDE ROAD, 47 FEET NORTHEAST OF BENCH MARK L 135,
 RL1295'2 FEET BELOW THE LEVEL OF THE HIGHWAY, 0.2 FEET WEST OF THE EAST
 RL1295'END OF THE CULVERT.  A PAINTED SQUARE ON THE TOP OF AN 18-INCH
 RL1295'PIPE CULVERT.
 RL1295
 RL1295                          STATION RECOVERY (1987)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1295'MARK NOT FOUND.
 RL1295
 RL1295                          STATION RECOVERY (1995)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1295'MARK NOT FOUND.
 RL1295
 RL1295                          STATION RECOVERY (2004)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0102 ***********************************************************************
 SG0102  DESIGNATION -  625
 SG0102  PID         -  SG0102
 SG0102  STATE/COUNTY-  MI/HOUGHTON
 SG0102  COUNTRY     -  US
 SG0102  USGS QUAD   -  CHASSELL (2017)
 SG0102
 SG0102                         *CURRENT SURVEY CONTROL
 SG0102  ______________________________________________________________________
 SG0102* NAD 83(1986) POSITION- 47 01 31.     (N) 088 31 35.     (W)   SCALED
 SG0102* NAVD 88 ORTHO HEIGHT -   190.211 (meters)      624.05  (feet) ADJUSTED
 SG0102  ______________________________________________________________________
 SG0102  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 SG0102  DYNAMIC HEIGHT  -        190.227 (meters)      624.10  (feet) COMP
 SG0102  MODELED GRAVITY -    980,696.2   (mgal)                       NAVD 88
 SG0102
 SG0102  VERT ORDER      -  SECOND    CLASS 0
 SG0102
 SG0102.The horizontal coordinates were scaled from a map and have
 SG0102.an estimated accuracy of +/- 6 seconds.
 SG0102
 SG0102.The orthometric height was determined by differential leveling and
 SG0102.adjusted by the NATIONAL GEODETIC SURVEY
 SG0102.in June 1991.
 SG0102
 SG0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0102.GEOID18 height accuracy estimate available here.
 SG0102
 SG0102.Click photographs - Photos may exist for this station.
 SG0102
 SG0102.The dynamic height is computed by dividing the NAVD 88
 SG0102.geopotential number by the normal gravity value computed on the
 SG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0102.degrees latitude (g = 980.6199 gals.).
 SG0102
 SG0102.The modeled gravity was interpolated from observed gravity values.
 SG0102
 SG0102;                    North         East    Units  Estimated Accuracy
 SG0102;SPC MI N     -   250,310.    7,883,970.      MT  (+/- 180 meters Scaled)
 SG0102
 SG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT840091(NAD 83)
 SG0102
 SG0102                          SUPERSEDED SURVEY CONTROL
 SG0102
 SG0102  NGVD 29 (??/??/92)  190.207  (m)          624.04   (f) ADJ UNCH    2 0
 SG0102
 SG0102.Superseded values are not recommended for survey control.
 SG0102
 SG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0102.See file dsdata.pdf to determine how the superseded data were derived.
 SG0102
 SG0102_MARKER: P = PIPE CAP
 SG0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0102_STAMPING: MICH 625
 SG0102_MARK LOGO: USGS
 SG0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0102+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 SG0102
 SG0102  HISTORY     - Date     Condition        Report By
 SG0102  HISTORY     - 1911     MONUMENTED       USGS
 SG0102  HISTORY     - 1948     GOOD             CGS
 SG0102  HISTORY     - 19900912 GOOD             MIDT
 SG0102  HISTORY     - 19960725 GOOD             NGS
 SG0102  HISTORY     - 20070722 POOR             GEOCAC
 SG0102
 SG0102                          STATION DESCRIPTION
 SG0102
 SG0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0102'0.2 MI S FROM CHASSELL.
 SG0102'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0102'AT CHASSELL, AT THE JUNCTION OF A BLACK TOP ROAD WEST (CO. ROAD
 SG0102'NO. 540), 43 FEET WEST OF THE CENTER LINE OF HIGHWAY 41, 56
 SG0102'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 27 FEET SOUTH
 SG0102'OF THE CENTERLINE OF THE ROAD WEST, 2 1/2 FEET NORTHWEST OF A
 SG0102'FENCE CORNER, 4 1/2 FEET WEST OF THE WEST EDGE OF A CONCRETE
 SG0102'WALK, 1 FOOT SOUTHEAST OF A POWER POLE, 2 1/2 FEET ABOVE THE
 SG0102'JUNCTION AND PROJECTING 6 INCHES.
 SG0102
 SG0102                          STATION RECOVERY (1990)
 SG0102
 SG0102'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 SG0102'RECOVERED AS DESCRIBED.  NOTE--PLACED NGS WITNESS POST 1 FOOT (0.3 M)
 SG0102'NORTH OF BENCH MARK.
 SG0102
 SG0102                          STATION RECOVERY (1996)
 SG0102
 SG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0102'IN CHASSELL, AT THE INTERSECTION OF U.S.  HIGHWAY 41 AND 5TH STREET,
 SG0102'13.3 M (43.6 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) SOUTH
 SG0102'OF THE STREET CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 SG0102'0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE PIPE PROJECTS 0.1 M
 SG0102'(0.3 FT) ABOVE THE GROUND SURFACE.
 SG0102
 SG0102                          STATION RECOVERY (2007)
 SG0102
 SG0102'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 SG0102'THE MARK WAS FOUND THIS DATE TO HAVE BEEN HIT RECENTLY BY A VEHICLE.
 SG0102'THE METAL PIPE WITH CAP HAD BEEN PROJECTING ABOVE GROUND AND THE PIPE
 SG0102'IS NOW BENT BACK AGAINST THE EMBANKMENT, ABOUT 30 DEG. OUT OF PLUMB.
 SG0102'THE MARK IS DESTROYED BUT STILL IN PLACE.
 SG0102'
 SG0102'IT SHOULD BE NOTED THAT SOMEONE COULD ATTEMPT TO RESTORE THE MARK
 SG0102'IMPROPERLY AND IT SHOULD BE REMOVED ASAP.  IT IS ON THE ROAD ROW AT A
 SG0102'BUSY US-41 INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0114 ***********************************************************************
 RK0114  DESIGNATION -  625
 RK0114  PID         -  RK0114
 RK0114  STATE/COUNTY-  MI/MARQUETTE
 RK0114  COUNTRY     -  US
 RK0114  USGS QUAD   -  MARQUETTE (2017)
 RK0114
 RK0114                         *CURRENT SURVEY CONTROL
 RK0114  ______________________________________________________________________
 RK0114* NAD 83(1986) POSITION- 46 32 42.     (N) 087 22 43.     (W)   SCALED
 RK0114* NAVD 88 ORTHO HEIGHT -   190.224 (meters)      624.09  (feet) ADJUSTED
 RK0114  ______________________________________________________________________
 RK0114  GEOID HEIGHT    -        -34.800 (meters)                     GEOID18
 RK0114  DYNAMIC HEIGHT  -        190.242 (meters)      624.15  (feet) COMP
 RK0114  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 RK0114
 RK0114  VERT ORDER      -  FIRST     CLASS 0
 RK0114
 RK0114.The horizontal coordinates were scaled from a map and have
 RK0114.an estimated accuracy of +/- 6 seconds.
 RK0114
 RK0114.The orthometric height was determined by differential leveling and
 RK0114.adjusted by the NATIONAL GEODETIC SURVEY
 RK0114.in June 1991.
 RK0114
 RK0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0114.GEOID18 height accuracy estimate available here.
 RK0114
 RK0114.Click photographs - Photos may exist for this station.
 RK0114
 RK0114.The dynamic height is computed by dividing the NAVD 88
 RK0114.geopotential number by the normal gravity value computed on the
 RK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0114.degrees latitude (g = 980.6199 gals.).
 RK0114
 RK0114.The modeled gravity was interpolated from observed gravity values.
 RK0114
 RK0114;                    North         East    Units  Estimated Accuracy
 RK0114;SPC MI N     -   195,870.    7,970,960.      MT  (+/- 180 meters Scaled)
 RK0114
 RK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS709546(NAD 83)
 RK0114
 RK0114                          SUPERSEDED SURVEY CONTROL
 RK0114
 RK0114  NGVD 29 (??/??/92)  190.186  (m)          623.97   (f) ADJ UNCH    1 0
 RK0114
 RK0114.Superseded values are not recommended for survey control.
 RK0114
 RK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0114.See file dsdata.pdf to determine how the superseded data were derived.
 RK0114
 RK0114_MARKER: DB = BENCH MARK DISK
 RK0114_SETTING: 66 = SET IN ROCK OUTCROP
 RK0114_STAMPING: 625 ADJ 1903
 RK0114_MARK LOGO: USGS
 RK0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0114+STABILITY: POSITION/ELEVATION WELL
 RK0114
 RK0114  HISTORY     - Date     Condition        Report By
 RK0114  HISTORY     - 1903     MONUMENTED       USGS
 RK0114  HISTORY     - 1905     GOOD             CGS
 RK0114  HISTORY     - 1948     GOOD             CGS
 RK0114  HISTORY     - 1975     GOOD             NOS
 RK0114  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0114  HISTORY     - 19960823 GOOD             USPSQD
 RK0114  HISTORY     - 20150925 MARK NOT FOUND   PROFLN
 RK0114
 RK0114                          STATION DESCRIPTION
 RK0114
 RK0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 RK0114'RECOVERED IN GOOD CONDITION.
 RK0114
 RK0114                          STATION RECOVERY (1948)
 RK0114
 RK0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RK0114'AT MARQUETTE.
 RK0114'AT MARQUETTE, AT THE CITY WATER WORKS PLANT, 136 FEET SOUTHWEST
 RK0114'AND ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF THE WATER WORKS
 RK0114'BUILDING, 51 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 RK0114'LAKE STREET AND A BLACK TOP STREET LEADING WEST, ON TOP OF A KNOLL
 RK0114'SOUTHWEST OF THE WATER WORKS BUILDING, 5 FEET NORTH OF THE NORTH
 RK0114'FACE OF THE CONCRETE FOUNDATION OF A 15-FOOT SQUARE FOUNDATION
 RK0114'SUPPORTING A LARGE KETTLE, 18 FEET WEST OF POWER POLE NO. 193,
 RK0114'AND SET IN A DRILL HOLE IN AN OUTCROPPING OF ROCK ON KNOLL, ABOUT
 RK0114'6 FEET ABOVE LAKE STREET.  THIS MARK IS SET IN A LARGE OUTCROP
 RK0114'OF BED ROCK.  IT SEEMS HIGHLY IMPROBALE THAT IT HAS BEEN DISTURBED
 RK0114'IN ANY WAY.  THE MARK IS NOT PERFECTLY LEVEL - THE ROD WAS HELD
 RK0114'ON A RAISED SPOT AT THE CENTER OF THE DISK.
 RK0114
 RK0114                          STATION RECOVERY (1975)
 RK0114
 RK0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0114'AT MARQUETTE, AT THE CITY WATER WORKS PLANT, 136 FT. SOUTHWEST AND
 RK0114'ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF THE WATER WORKS BUILDING,
 RK0114'51 FT. EAST NORTHEAST OF THE CENTER OF THE JUNCTION OF LAKE STREET,
 RK0114'AND A BLACK TOP STREET LEADING WEST, ON TOP OF A KNOLL SOUTHWEST OF
 RK0114'THE WATER WORKS BUILDING, 5 FT. NORTH OF THE NORTH FACE OF THE
 RK0114'CONCRETE FOUNDATION OF A 15 FT. SQUARE FOUNDATION SUPPORTING A LARGE
 RK0114'KETTLE, 18 FT. WEST OF UTILITY POLE NUMBER 193.
 RK0114
 RK0114                          STATION RECOVERY (1985)
 RK0114
 RK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0114'MARK NOT FOUND.
 RK0114
 RK0114                          STATION RECOVERY (1990)
 RK0114
 RK0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0114'MARK NOT FOUND.
 RK0114
 RK0114                          STATION RECOVERY (1996)
 RK0114
 RK0114'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0114'RECOVERED IN GOOD CONDITION.
 RK0114
 RK0114                          STATION RECOVERY (2015)
 RK0114
 RK0114'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RK0114'NOT RECOVERED AND BELIEVED DESTROYED BY SITE WORK FOR THE COAST GUARD
 RK0114'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0928 ***********************************************************************
 RJ0928  DESIGNATION -  63
 RJ0928  PID         -  RJ0928
 RJ0928  STATE/COUNTY-  MI/CHIPPEWA
 RJ0928  COUNTRY     -  US
 RJ0928  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0928
 RJ0928                         *CURRENT SURVEY CONTROL
 RJ0928  ______________________________________________________________________
 RJ0928* NAD 83(1994) POSITION- 46 15 45.97967(N) 084 06 40.28364(W)   ADJUSTED
 RJ0928* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0928  ______________________________________________________________________
 RJ0928  GEOID HEIGHT    -        -36.568 (meters)                     GEOID18
 RJ0928  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 RJ0928  HORZ ORDER      -  THIRD
 RJ0928
 RJ0928.The horizontal coordinates were established by classical geodetic methods
 RJ0928.and adjusted by the National Geodetic Survey in February 1997.
 RJ0928
 RJ0928.The orthometric height was scaled from a topographic map.
 RJ0928
 RJ0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0928.GEOID18 height accuracy estimate available here.
 RJ0928
 RJ0928.Click photographs - Photos may exist for this station.
 RJ0928
 RJ0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0928
 RJ0928. The following values were computed from the NAD 83(1994) position.
 RJ0928
 RJ0928;                    North         East     Units Scale Factor Converg.
 RJ0928;SPC MI N     -   168,488.043 8,222,644.170   MT  0.99990291   +2 05 16.8
 RJ0928;SPC MI N     -   552,782.29 26,977,179.04   iFT  0.99990291   +2 05 16.8
 RJ0928;SPC MI C     -   327,433.313 6,019,699.676   MT  1.00017908   +0 10 49.7
 RJ0928;SPC MI C     - 1,074,256.28 19,749,670.85   iFT  1.00017908   +0 10 49.7
 RJ0928;UTM  16      - 5,127,300.569   722,621.947   MT  1.00020927   +2 05 17.1
 RJ0928
 RJ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0928!SPC MI N     -   0.99997767  x   0.99990291  =   0.99988058
 RJ0928!SPC MI C     -   0.99997767  x   1.00017908  =   1.00015675
 RJ0928!UTM  16      -   0.99997767  x   1.00020927  =   1.00018694
 RJ0928
 RJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2262127300(NAD 83)
 RJ0928
 RJ0928                          SUPERSEDED SURVEY CONTROL
 RJ0928
 RJ0928  NAD 83(1986)-  46 15 45.95856(N)    084 06 40.28723(W) AD(       ) 3
 RJ0928  NAD 27      -  46 15 45.90400(N)    084 06 40.19300(W) AD(       ) 3
 RJ0928  USSD        -  46 15 46.64000(N)    084 06 39.43000(W) AD(       ) 3
 RJ0928
 RJ0928.Superseded values are not recommended for survey control.
 RJ0928
 RJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0928.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0928
 RJ0928_MARKER: H = DRILL HOLE
 RJ0928_SETTING: 80 = SET IN A BOULDER
 RJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0928+STABILITY: SURFACE MOTION
 RJ0928
 RJ0928  HISTORY     - Date     Condition        Report By
 RJ0928  HISTORY     - 1878     MONUMENTED       USLS
 RJ0928  HISTORY     - 1968     GOOD             USACE
 RJ0928
 RJ0928                          STATION DESCRIPTION
 RJ0928
 RJ0928'DESCRIBED BY US LAKE SURVEY 1878
 RJ0928'ON THE NE SHORE OF RAINS ISLAND, S ACROSS MUNUSCONG CHANNEL FROM REED
 RJ0928'POINT ON ST JOSEPH ISLAND.  ON A POINT NEAR THE OLD ARNOLD DOCK, AT
 RJ0928'THE W END OF A BAY, AND 1,500 FEET SE FROM THE N POINT OF THE ISLAND.
 RJ0928'IT IS AT ABOUT THE CENTER OF THE POINT, AND 25 FEET FROM ITS END.
 RJ0928'A COTTAGE (ONE OF SEVERAL) IS DIRECTLY INSHORE FROM THE STATION.
 RJ0928'
 RJ0928'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK UNDERGROUND.  A NAIL
 RJ0928'IN A GOOD CEDAR POST IS SET OVER THE STATION, PROJECTING ABOVE THE
 RJ0928'GROUND IN A SMALL CAIRN.  A PAINTED TRIPOD IS OVER THE STATION.
 RJ0928
 RJ0928                          STATION RECOVERY (1968)
 RJ0928
 RJ0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0743 ***********************************************************************
 NE0743  DESIGNATION -  63 1/2
 NE0743  PID         -  NE0743
 NE0743  STATE/COUNTY-  MI/GENESEE
 NE0743  COUNTRY     -  US
 NE0743  USGS QUAD   -  DURAND (2017)
 NE0743
 NE0743                         *CURRENT SURVEY CONTROL
 NE0743  ______________________________________________________________________
 NE0743* NAD 83(2011) POSITION- 42 52 49.40035(N) 083 55 35.39014(W)   ADJUSTED
 NE0743* NAD 83(2011) ELLIP HT-   222.076 (meters)        (06/27/12)   ADJUSTED
 NE0743* NAD 83(2011) EPOCH   -  2010.00
 NE0743* NAVD 88 ORTHO HEIGHT -   255.386 (meters)      837.88  (feet) ADJUSTED
 NE0743  ______________________________________________________________________
 NE0743  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 NE0743  NAD 83(2011) X  -    495,287.315 (meters)                     COMP
 NE0743  NAD 83(2011) Y  - -4,654,892.648 (meters)                     COMP
 NE0743  NAD 83(2011) Z  -  4,317,925.359 (meters)                     COMP
 NE0743  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 NE0743  DYNAMIC HEIGHT  -        255.321 (meters)      837.67  (feet) COMP
 NE0743  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 NE0743
 NE0743  VERT ORDER      -  SECOND    CLASS 0
 NE0743
 NE0743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0743  Standards:
 NE0743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0743  -------------------------------------------------------------------
 NE0743  NETWORK    0.43   1.08           0.20   0.14   0.55     -0.03107450
 NE0743  -------------------------------------------------------------------
 NE0743  Click here for local accuracies and other accuracy information.
 NE0743
 NE0743.The horizontal coordinates were established by GPS observations
 NE0743.and adjusted by the National Geodetic Survey in June 2012.
 NE0743
 NE0743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0743.been affixed to the stable North American tectonic plate. See 
 NE0743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0743
 NE0743.The horizontal coordinates are valid at the epoch date displayed above
 NE0743.which is a decimal equivalence of Year/Month/Day.
 NE0743
 NE0743.The orthometric height was determined by differential leveling and
 NE0743.adjusted by the NATIONAL GEODETIC SURVEY
 NE0743.in June 1991.
 NE0743
 NE0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0743.GEOID18 height accuracy estimate available here.
 NE0743
 NE0743.Click photographs - Photos may exist for this station.
 NE0743
 NE0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0743
 NE0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0743
 NE0743.The ellipsoidal height was determined by GPS observations
 NE0743.and is referenced to NAD 83.
 NE0743
 NE0743.The dynamic height is computed by dividing the NAVD 88
 NE0743.geopotential number by the normal gravity value computed on the
 NE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0743.degrees latitude (g = 980.6199 gals.).
 NE0743
 NE0743.The modeled gravity was interpolated from observed gravity values.
 NE0743
 NE0743. The following values were computed from the NAD 83(2011) position.
 NE0743
 NE0743;                    North         East     Units Scale Factor Converg.
 NE0743;SPC MI S     -   153,424.008 4,035,957.869   MT  0.99990688   +0 17 58.4
 NE0743;SPC MI S     -   503,359.61 13,241,331.59   iFT  0.99990688   +0 17 58.4
 NE0743;UTM  17      - 4,751,687.678   260,996.019   MT  1.00030280   -1 59 32.4
 NE0743;UTM  16      - 4,752,115.860   751,010.609   MT  1.00037520   +2 05 33.1
 NE0743
 NE0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0743!SPC MI S     -   0.99996517  x   0.99990688  =   0.99987206
 NE0743!UTM  17      -   0.99996517  x   1.00030280  =   1.00026796
 NE0743!UTM  16      -   0.99996517  x   1.00037520  =   1.00034036
 NE0743
 NE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6099651687(NAD 83)
 NE0743
 NE0743                          SUPERSEDED SURVEY CONTROL
 NE0743
 NE0743  NAD 83(2007)-  42 52 49.40054(N)    083 55 35.39080(W) AD(2002.00) 1
 NE0743  ELLIP H (09/24/08)  222.086  (m)                       GP(2002.00) 3 1
 NE0743  NAVD 88 (09/24/08)  255.6    (m)  GEOID03  model used  GPS OBS        
 NE0743  NGVD 29 (??/??/92)  255.515  (m)          838.30   (f) ADJ UNCH    2 0
 NE0743
 NE0743.Superseded values are not recommended for survey control.
 NE0743
 NE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0743.See file dsdata.pdf to determine how the superseded data were derived.
 NE0743
 NE0743_MARKER: B = BOLT
 NE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0743_STAMPING: BM NO 63 1/2
 NE0743_MARK LOGO: CGS
 NE0743_PROJECTION: FLUSH
 NE0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0743+STABILITY: SURFACE MOTION
 NE0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0743+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 NE0743
 NE0743  HISTORY     - Date     Condition        Report By
 NE0743  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0743  HISTORY     - 1967     GOOD             USGS
 NE0743  HISTORY     - 20070407 GOOD             ROWEIN
 NE0743  HISTORY     - 20070703 GOOD             MIDT
 NE0743
 NE0743                          STATION DESCRIPTION
 NE0743
 NE0743'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0743'1.3 MI NW FROM GAINES.
 NE0743'GAINES, GENESEE COUNTY, 0.5 MI. N. AND 0.8 MI. W. OF, T. 6
 NE0743'N., R. 5 E., IN THE NW1/4 OF SEC. 31, 285 FT. SE ALONG THE GTWRR
 NE0743'FROM X-ING WITH COUNTY LINE RD., 49 FT. NE OR NORMAL TO THE N.
 NE0743'RAIL, 9.0 FT. E. OF A POLE, 1.5 FT. SW OF A RIGHT OF WAY FENCE,
 NE0743'1.2 FT. LOWER THAN X-ING, IN CONC. POST PROJ. 0.8 FT., A COPPER
 NE0743'BOLT STAMPED 63 1/2
 NE0743
 NE0743                          STATION RECOVERY (2007)
 NE0743
 NE0743'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0743'THE STATION IS AS DESCRIBED WITH THE ADDITION OF A 5X5 CONCRETE POST.
 NE0743'DELETE 49 FEET NE OF NORTH RAIL AND REPLACE WITH 32 FEET NORTH OF
 NE0743'NORTH RAIL OF THE NORTH SET OF TRACKS.
 NE0743
 NE0743                          STATION RECOVERY (2007)
 NE0743
 NE0743'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NE0743'MARK IS PROTRUDING 20 CM (8 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 NE0743'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0730 ***********************************************************************
 NE0730  DESIGNATION -  63 1/2
 NE0730  PID         -  NE0730
 NE0730  STATE/COUNTY-  MI/LIVINGSTON
 NE0730  COUNTRY     -  US
 NE0730  USGS QUAD   -  SOUTH LYON (2017)
 NE0730
 NE0730                         *CURRENT SURVEY CONTROL
 NE0730  ______________________________________________________________________
 NE0730* NAD 83(1986) POSITION- 42 26 25.     (N) 083 43 36.     (W)   SCALED
 NE0730* NAVD 88 ORTHO HEIGHT -   270.370 (meters)      887.04  (feet) ADJUSTED
 NE0730  ______________________________________________________________________
 NE0730  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 NE0730  DYNAMIC HEIGHT  -        270.293 (meters)      886.79  (feet) COMP
 NE0730  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 NE0730
 NE0730  VERT ORDER      -  SECOND    CLASS 0
 NE0730
 NE0730.The horizontal coordinates were scaled from a map and have
 NE0730.an estimated accuracy of +/- 6 seconds.
 NE0730
 NE0730.The orthometric height was determined by differential leveling and
 NE0730.adjusted by the NATIONAL GEODETIC SURVEY
 NE0730.in June 1991.
 NE0730
 NE0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0730.GEOID18 height accuracy estimate available here.
 NE0730
 NE0730.Click photographs - Photos may exist for this station.
 NE0730
 NE0730.The dynamic height is computed by dividing the NAVD 88
 NE0730.geopotential number by the normal gravity value computed on the
 NE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0730.degrees latitude (g = 980.6199 gals.).
 NE0730
 NE0730.The modeled gravity was interpolated from observed gravity values.
 NE0730
 NE0730;                    North         East    Units  Estimated Accuracy
 NE0730;SPC MI S     -   104,640.    4,052,650.      MT  (+/- 180 meters Scaled)
 NE0730
 NE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH757022(NAD 83)
 NE0730
 NE0730                          SUPERSEDED SURVEY CONTROL
 NE0730
 NE0730  NGVD 29 (??/??/92)  270.493  (m)          887.44   (f) ADJ UNCH    2 0
 NE0730
 NE0730.Superseded values are not recommended for survey control.
 NE0730
 NE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0730.See file dsdata.pdf to determine how the superseded data were derived.
 NE0730
 NE0730_MARKER: B = BOLT
 NE0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0730_STAMPING: 63-1/2
 NE0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0730+STABILITY: SURFACE MOTION
 NE0730
 NE0730  HISTORY     - Date     Condition        Report By
 NE0730  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0730  HISTORY     - 1934     GOOD             CGS
 NE0730  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 NE0730  HISTORY     - 20061220 MARK NOT FOUND   INDIV
 NE0730
 NE0730                          STATION DESCRIPTION
 NE0730
 NE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0730'4.6 MI W FROM SOUTH LYON.
 NE0730'IN LIVINGSTON COUNTY, 4.6 MILES WEST ALONG THE GRAND TRUNK
 NE0730'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0730'1.7 MILES WEST OF THE POST OFFICE AT RUSHTON, LIVINGSTON COUNTY,
 NE0730'0.6 MILE WEST OF MILEPOST 63, 143 YARDS WEST OF A ROAD CROSSING,
 NE0730'14 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN
 NE0730'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 63-1/2 AND SET
 NE0730'IN THE TOP OF A CONCRETE POST.
 NE0730
 NE0730                          STATION RECOVERY (1973)
 NE0730
 NE0730'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0730'MARK NOT FOUND.
 NE0730
 NE0730                          STATION RECOVERY (2006)
 NE0730
 NE0730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0730'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0344 ***********************************************************************
 OK0344  DESIGNATION -  63 1/2
 OK0344  PID         -  OK0344
 OK0344  STATE/COUNTY-  MI/KENT
 OK0344  COUNTRY     -  US
 OK0344  USGS QUAD   -  SPARTA (2017)
 OK0344
 OK0344                         *CURRENT SURVEY CONTROL
 OK0344  ______________________________________________________________________
 OK0344* NAD 83(1986) POSITION- 43 11 00.     (N) 085 40 33.     (W)   SCALED
 OK0344* NAVD 88 ORTHO HEIGHT -   234.377 (meters)      768.95  (feet) ADJUSTED
 OK0344  ______________________________________________________________________
 OK0344  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 OK0344  DYNAMIC HEIGHT  -        234.321 (meters)      768.77  (feet) COMP
 OK0344  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 OK0344
 OK0344  VERT ORDER      -  SECOND    CLASS 0
 OK0344
 OK0344.The horizontal coordinates were scaled from a map and have
 OK0344.an estimated accuracy of +/- 6 seconds.
 OK0344
 OK0344.The orthometric height was determined by differential leveling and
 OK0344.adjusted by the NATIONAL GEODETIC SURVEY
 OK0344.in June 1991.
 OK0344
 OK0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0344.GEOID18 height accuracy estimate available here.
 OK0344
 OK0344.Click photographs - Photos may exist for this station.
 OK0344
 OK0344.The dynamic height is computed by dividing the NAVD 88
 OK0344.geopotential number by the normal gravity value computed on the
 OK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0344.degrees latitude (g = 980.6199 gals.).
 OK0344
 OK0344.The modeled gravity was interpolated from observed gravity values.
 OK0344
 OK0344;                    North         East    Units  Estimated Accuracy
 OK0344;SPC MI S     -   187,810.    3,893,580.      MT  (+/- 180 meters Scaled)
 OK0344
 OK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN076820(NAD 83)
 OK0344
 OK0344                          SUPERSEDED SURVEY CONTROL
 OK0344
 OK0344  NGVD 29 (??/??/92)  234.509  (m)          769.38   (f) ADJ UNCH    2 0
 OK0344
 OK0344.Superseded values are not recommended for survey control.
 OK0344
 OK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0344.See file dsdata.pdf to determine how the superseded data were derived.
 OK0344
 OK0344_MARKER: Z = SEE DESCRIPTION
 OK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0344_STAMPING: 63 1/2
 OK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0344+STABILITY: SURFACE MOTION
 OK0344
 OK0344  HISTORY     - Date     Condition        Report By
 OK0344  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0344  HISTORY     - 1934     GOOD             CGS
 OK0344
 OK0344                          STATION DESCRIPTION
 OK0344
 OK0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0344'1.7 MI E FROM SPARTA.
 OK0344'1.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0344'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0344'COUNTY, 26 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A
 OK0344'FENCE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A BRASS PLUG,
 OK0344'STAMPED 63 1/2 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1298 ***********************************************************************
 RJ1298  DESIGNATION -  63 1/2 C8M 041
 RJ1298  PID         -  RJ1298
 RJ1298  STATE/COUNTY-  MI/CHIPPEWA
 RJ1298  COUNTRY     -  US
 RJ1298  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ1298
 RJ1298                         *CURRENT SURVEY CONTROL
 RJ1298  ______________________________________________________________________
 RJ1298* NAD 83(1994) POSITION- 46 15 32.74326(N) 084 06 21.33227(W)   ADJUSTED
 RJ1298* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1298  ______________________________________________________________________
 RJ1298  GEOID HEIGHT    -        -36.570 (meters)                     GEOID18
 RJ1298  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 RJ1298  HORZ ORDER      -  SECOND
 RJ1298
 RJ1298.The horizontal coordinates were established by classical geodetic methods
 RJ1298.and adjusted by the National Geodetic Survey in February 1997.
 RJ1298
 RJ1298.The orthometric height was scaled from a topographic map.
 RJ1298
 RJ1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1298.GEOID18 height accuracy estimate available here.
 RJ1298
 RJ1298.Click photographs - Photos may exist for this station.
 RJ1298
 RJ1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1298
 RJ1298. The following values were computed from the NAD 83(1994) position.
 RJ1298
 RJ1298;                    North         East     Units Scale Factor Converg.
 RJ1298;SPC MI N     -   168,094.456 8,223,064.630   MT  0.99990294   +2 05 30.5
 RJ1298;SPC MI N     -   551,491.00 26,978,558.50   iFT  0.99990294   +2 05 30.5
 RJ1298;UTM  16      - 5,126,906.862   723,042.536   MT  1.00021157   +2 05 30.3
 RJ1298
 RJ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1298!SPC MI N     -   0.99997673  x   0.99990294  =   0.99987967
 RJ1298!UTM  16      -   0.99997673  x   1.00021157  =   1.00018829
 RJ1298
 RJ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2304226906(NAD 83)
 RJ1298
 RJ1298                          SUPERSEDED SURVEY CONTROL
 RJ1298
 RJ1298  NAD 83(1986)-  46 15 32.73494(N)    084 06 21.33107(W) AD(       ) 2
 RJ1298
 RJ1298.Superseded values are not recommended for survey control.
 RJ1298
 RJ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1298.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1298
 RJ1298_MARKER: DS = TRIANGULATION STATION DISK
 RJ1298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1298+WITH SETTING: INFORMATION.
 RJ1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1298
 RJ1298  HISTORY     - Date     Condition        Report By
 RJ1298  HISTORY     - 1988     MONUMENTED       USACE
 RJ1298
 RJ1298                          STATION DESCRIPTION
 RJ1298
 RJ1298'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1298'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTHEAST OF SAULT STE
 RJ1298'MARIE, 38.5 KM
 RJ1298'(23.9 MI) EAST OF RUDYARD,
 RJ1298'33.5 KM (20.8 MI)
 RJ1298'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 11, SEC 31, T45N-R3E.
 RJ1298'OWNERSHIP---RALPH M. BRANCH
 RJ1298'
 RJ1298'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1298'4.4 KM
 RJ1298'(2.7 MI) ON 15 MILE ROAD TO
 RJ1298'SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM (3.9 MI) ON
 RJ1298'SCENIC DRIVE TO JENS RESORT.
 RJ1298'TRAVEL BY BOAT DOWNRIVER FOR 15 MINUTES PAST A POINT OF LAND CALLED
 RJ1298'WINTERS POINT, TRAVEL AROUND THIS POINT FOR 15 MINUTES TO MUNUSCONG
 RJ1298'CHANNEL, FROM THE MOUTH OF THE CHANNEL TRAVEL UPRIVER FOR 10 MINUTES
 RJ1298'TO THE WEST SIDE OF THE CHANNEL AND THE STATION.
 RJ1298'
 RJ1298'THE STATION IS A STANDARD COE DISK,
 RJ1298'THAT IS STAMPED---C8M-041---, SET INTO A COVERED SLEEVE THAT IS
 RJ1298'FLUSH WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD
 RJ1298'THAT IS DRIVEN INTO THE GROUND, LOCATED 7.3 METERS (24 FT) INLAND
 RJ1298'FROM THE SHORE AND APPROXIMATELY 109.7 METERS (360 FT) NORTH OF
 RJ1298'LITTLE NEEBISH RESORT STORE.
 RJ1298'
 RJ1298'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1551 ***********************************************************************
 NE1551  DESIGNATION -  63102
 NE1551  PID         -  NE1551
 NE1551  STATE/COUNTY-  MI/OAKLAND
 NE1551  COUNTRY     -  US
 NE1551  USGS QUAD   -  ROCHESTER (2017)
 NE1551
 NE1551                         *CURRENT SURVEY CONTROL
 NE1551  ______________________________________________________________________
 NE1551* NAD 83(2011) POSITION- 42 38 41.65343(N) 083 10 08.71399(W)   ADJUSTED
 NE1551* NAD 83(2011) ELLIP HT-   215.583 (meters)        (06/27/12)   ADJUSTED
 NE1551* NAD 83(2011) EPOCH   -  2010.00
 NE1551* NAVD 88 ORTHO HEIGHT -   250.1   (meters)      821.    (feet) GPS OBS
 NE1551  ______________________________________________________________________
 NE1551  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1551  GEOID HEIGHT    -        -34.495 (meters)                     GEOID18
 NE1551  NAD 83(2011) X  -    558,888.706 (meters)                     COMP
 NE1551  NAD 83(2011) Y  - -4,665,569.958 (meters)                     COMP
 NE1551  NAD 83(2011) Z  -  4,298,714.632 (meters)                     COMP
 NE1551  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 NE1551
 NE1551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1551  Standards:
 NE1551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1551  -------------------------------------------------------------------
 NE1551  NETWORK    0.47   0.92           0.21   0.17   0.47     -0.00814661
 NE1551  -------------------------------------------------------------------
 NE1551  Click here for local accuracies and other accuracy information.
 NE1551
 NE1551.The horizontal coordinates were established by GPS observations
 NE1551.and adjusted by the National Geodetic Survey in June 2012.
 NE1551
 NE1551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1551.been affixed to the stable North American tectonic plate. See 
 NE1551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1551
 NE1551.The horizontal coordinates are valid at the epoch date displayed above
 NE1551.which is a decimal equivalence of Year/Month/Day.
 NE1551
 NE1551.The orthometric height was determined by GPS observations and a
 NE1551.high-resolution geoid model.
 NE1551
 NE1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1551.GEOID18 height accuracy estimate available here.
 NE1551
 NE1551.Click photographs - Photos may exist for this station.
 NE1551
 NE1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1551
 NE1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1551
 NE1551.The ellipsoidal height was determined by GPS observations
 NE1551.and is referenced to NAD 83.
 NE1551
 NE1551. The following values were computed from the NAD 83(2011) position.
 NE1551
 NE1551;                    North         East     Units Scale Factor Converg.
 NE1551;SPC MI S     -   127,871.183 4,098,200.635   MT  0.99991562   +0 48 54.0
 NE1551;SPC MI S     -   419,524.88 13,445,540.14   iFT  0.99991562   +0 48 54.0
 NE1551;UTM  17      - 4,723,663.977   322,183.023   MT  0.99998902   -1 28 11.4
 NE1551
 NE1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1551!SPC MI S     -   0.99996619  x   0.99991562  =   0.99988181
 NE1551!UTM  17      -   0.99996619  x   0.99998902  =   0.99995521
 NE1551
 NE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2218323663(NAD 83)
 NE1551
 NE1551                          SUPERSEDED SURVEY CONTROL
 NE1551
 NE1551  NAD 83(2007)-  42 38 41.65310(N)    083 10 08.71700(W) AD(2002.00) 0
 NE1551  ELLIP H (02/10/07)  215.566  (m)                       GP(2002.00)    
 NE1551  ELLIP H (07/17/02)  215.606  (m)                       GP(       ) 4 1
 NE1551  NAD 83(1994)-  42 38 41.65316(N)    083 10 08.71571(W) AD(       ) 1
 NE1551  ELLIP H (02/03/97)  215.645  (m)                       GP(       ) 4 1
 NE1551  NAD 83(1986)-  42 38 41.65602(N)    083 10 08.75136(W) AD(       ) 1
 NE1551  NAD 83(1986)-  42 38 41.65730(N)    083 10 08.74610(W) AD(       ) 1
 NE1551  NGVD 29 (07/16/92)  249.9    (m)  UNKNOWN  model used  GPS OBS        
 NE1551  NGVD 29 (03/27/91)  249.9    (m)  OSU 89B  model used  GPS OBS        
 NE1551
 NE1551.Superseded values are not recommended for survey control.
 NE1551
 NE1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1551.See file dsdata.pdf to determine how the superseded data were derived.
 NE1551
 NE1551_MARKER: DD = SURVEY DISK
 NE1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1551_STAMPING: 63102 1980
 NE1551_MARK LOGO: MIDT
 NE1551_PROJECTION: FLUSH
 NE1551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1551+STABILITY: SURFACE MOTION
 NE1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1551+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 NE1551
 NE1551  HISTORY     - Date     Condition        Report By
 NE1551  HISTORY     - 1980     MONUMENTED       MIDH
 NE1551  HISTORY     - 19900124 GOOD             NGS
 NE1551  HISTORY     - 19910515 GOOD
 NE1551  HISTORY     - 19980520 GOOD             OHM
 NE1551  HISTORY     - 20000328 GOOD             LOCSUR
 NE1551  HISTORY     - 20010731 GOOD             LOCSUR
 NE1551  HISTORY     - 20060322 GOOD             INDIV
 NE1551
 NE1551                          STATION DESCRIPTION
 NE1551
 NE1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1551'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) SOUTHWEST OF ROCHESTER,
 NE1551'IN QUAD. 420831, IN AVON TOWNSHIP, IN THE NORTHWEST 1/4 OF SECTION 28,
 NE1551'T-2-N, R-10-E AND ON THE ROCHESTER QUADRANGLE MAP. OWNERSHIP--MICHIGAN
 NE1551'DEPARTMENT OF TRANSPORTATION.
 NE1551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 150
 NE1551'(ROCHESTER ROAD) ABOUT 6.0 KM (3.75 MI) SOUTH OF ROCHESTER, GO WEST ON
 NE1551'STATE HIGHWAY 59 FOR 3.86 KM (2.40 MI) TO THE STATION ON THE RIGHT
 NE1551'JUST AFTER PASSING THE EXIT ROAD FOR CROOKES ROAD.
 NE1551'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1551'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 144.9 M
 NE1551'(475.4 FT) EAST FROM THE CENTER OF CROOKES ROAD, 141.7 M (464.9 FT)
 NE1551'SOUTHEAST OF A 24 INCH MAPLE TREE, 14.9 M (48.9 FT) NORTH FROM THE
 NE1551'NORTH EDGE OF THE WESTBOUND LANES OF STATE HIGHWAY 59 AND 1.2 M
 NE1551'(3.9 FT) SOUTH FROM A METAL WITNESS POST.
 NE1551'DESCRIBED BY E.J. HANSMANN.
 NE1551
 NE1551                          STATION RECOVERY (1991)
 NE1551
 NE1551'RECOVERED 1991
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (1998)
 NE1551
 NE1551'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1551'RECOVERED AS DESCRIBED.
 NE1551
 NE1551                          STATION RECOVERY (2000)
 NE1551
 NE1551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JMS)
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (2001)
 NE1551
 NE1551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (2006)
 NE1551
 NE1551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1551'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5861 ***********************************************************************
 AA5861  DESIGNATION -  63201
 AA5861  PID         -  AA5861
 AA5861  STATE/COUNTY-  MI/OAKLAND
 AA5861  COUNTRY     -  US
 AA5861  USGS QUAD   -  NORTHVILLE (2017)
 AA5861
 AA5861                         *CURRENT SURVEY CONTROL
 AA5861  ______________________________________________________________________
 AA5861* NAD 83(2011) POSITION- 42 29 20.77484(N) 083 26 09.62704(W)   ADJUSTED
 AA5861* NAD 83(2011) ELLIP HT-   240.041 (meters)        (06/27/12)   ADJUSTED
 AA5861* NAD 83(2011) EPOCH   -  2010.00
 AA5861* NAVD 88 ORTHO HEIGHT -   273.907 (meters)      898.64  (feet) ADJUSTED
 AA5861  ______________________________________________________________________
 AA5861  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 AA5861  NAD 83(2011) X  -    538,487.917 (meters)                     COMP
 AA5861  NAD 83(2011) Y  - -4,679,771.825 (meters)                     COMP
 AA5861  NAD 83(2011) Z  -  4,285,984.428 (meters)                     COMP
 AA5861  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 AA5861  DYNAMIC HEIGHT  -        273.830 (meters)      898.39  (feet) COMP
 AA5861  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 AA5861
 AA5861  VERT ORDER      -  SECOND    CLASS I
 AA5861
 AA5861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5861  Standards:
 AA5861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5861  -------------------------------------------------------------------
 AA5861  NETWORK    0.26   0.43           0.11   0.10   0.22     -0.01087709
 AA5861  -------------------------------------------------------------------
 AA5861  Click here for local accuracies and other accuracy information.
 AA5861
 AA5861.The horizontal coordinates were established by GPS observations
 AA5861.and adjusted by the National Geodetic Survey in June 2012.
 AA5861
 AA5861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5861.been affixed to the stable North American tectonic plate. See 
 AA5861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5861
 AA5861.The horizontal coordinates are valid at the epoch date displayed above
 AA5861.which is a decimal equivalence of Year/Month/Day.
 AA5861
 AA5861.The orthometric height was determined by differential leveling and
 AA5861.adjusted by the NATIONAL GEODETIC SURVEY
 AA5861.in April 2011.
 AA5861
 AA5861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5861.GEOID18 height accuracy estimate available here.
 AA5861
 AA5861.Click photographs - Photos may exist for this station.
 AA5861
 AA5861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5861
 AA5861.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5861
 AA5861.The ellipsoidal height was determined by GPS observations
 AA5861.and is referenced to NAD 83.
 AA5861
 AA5861.The dynamic height is computed by dividing the NAVD 88
 AA5861.geopotential number by the normal gravity value computed on the
 AA5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5861.degrees latitude (g = 980.6199 gals.).
 AA5861
 AA5861.The modeled gravity was interpolated from observed gravity values.
 AA5861
 AA5861. The following values were computed from the NAD 83(2011) position.
 AA5861
 AA5861;                    North         East     Units Scale Factor Converg.
 AA5861;SPC MI S     -   110,290.054 4,076,505.676   MT  0.99993061   +0 38 00.0
 AA5861;SPC MI S     -   361,844.01 13,374,362.45   iFT  0.99993061   +0 38 00.0
 AA5861;UTM  17      - 4,706,958.730   299,802.553   MT  1.00009314   -1 38 45.4
 AA5861
 AA5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5861!SPC MI S     -   0.99996236  x   0.99993061  =   0.99989297
 AA5861!UTM  17      -   0.99996236  x   1.00009314  =   1.00005549
 AA5861
 AA5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9980206958(NAD 83)
 AA5861
 AA5861                          SUPERSEDED SURVEY CONTROL
 AA5861
 AA5861  NAD 83(2007)-  42 29 20.77496(N)    083 26 09.62785(W) AD(2002.00) 1
 AA5861  ELLIP H (06/10/07)  240.048  (m)                       GP(2002.00) 4 1
 AA5861  NAD 83(2007)-  42 29 20.77449(N)    083 26 09.62796(W) AD(2002.00) 0
 AA5861  ELLIP H (02/10/07)  240.057  (m)                       GP(2002.00)    
 AA5861  ELLIP H (07/12/02)  240.058  (m)                       GP(       ) 4 1
 AA5861  NAD 83(1994)-  42 29 20.77416(N)    083 26 09.62730(W) AD(       ) 1
 AA5861  ELLIP H (02/03/97)  240.106  (m)                       GP(       ) 4 1
 AA5861  NAD 83(1986)-  42 29 20.78012(N)    083 26 09.65751(W) AD(       ) 1
 AA5861  NAVD 88 (06/10/07)  273.90   (m)  GEOID03  model used  GPS OBS        
 AA5861  NAVD 88 (06/12/95)  273.9    (m)  GEOID93  model used  GPS OBS        
 AA5861
 AA5861.Superseded values are not recommended for survey control.
 AA5861
 AA5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5861.See file dsdata.pdf to determine how the superseded data were derived.
 AA5861
 AA5861_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5861_STAMPING: 63201 1988
 AA5861_MARK LOGO: MIDT
 AA5861_PROJECTION: RECESSED 15 CENTIMETERS
 AA5861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5861+STABILITY: SURFACE MOTION
 AA5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5861+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 AA5861
 AA5861  HISTORY     - Date     Condition        Report By
 AA5861  HISTORY     - 1988     MONUMENTED       MIDH
 AA5861  HISTORY     - 20050808 GOOD             USPSQD
 AA5861  HISTORY     - 20060321 GOOD             INDIV
 AA5861  HISTORY     - 20060509 GOOD             MIDT
 AA5861  HISTORY     - 20090320 GOOD             STANTI
 AA5861  HISTORY     - 20200625 GOOD             MIDT
 AA5861
 AA5861                          STATION DESCRIPTION
 AA5861
 AA5861'DESCRIBED BY MI DEPT OF HIGHWAYS 1988 (JHS)
 AA5861'STATION IS LOCATED IN QUAD 420832 ON THE NORTHVILLE QUADRANGLE MAP. IT
 AA5861'IS IN THE SOUTHEAST 1/4 OF SECTION 13, T-1-N, R-8-E, NOVI TOWNSHIP.
 AA5861'ABOUT 4.0 MI (6.4 KM) NORTH OF FARMINGTON, 4.0 MI (6.4 KM) SOUTHEAST
 AA5861'OF WALLED LAKE, 2.5 MI (4.0 KM) NORTHEAST OF NOVI, 0.5 MI (0.8 KM)
 AA5861'SOUTH OF TWELVE MILE ROAD ON THE WEST SIDE OF HAGGERTY ROAD AND ON
 AA5861'HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION FROM NOVI AT THE
 AA5861'INTERSECTION OF NOVI ROAD AND GRAND RIVER AVENUE, GO NORTH ALONG NOVI
 AA5861'ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD (TWELVE MILE ROAD).  TURN
 AA5861'RIGHT AND GO EAST ALONG TWELVE MILE ROAD FOR 2.0 MI (3.2 KM) TO A
 AA5861'CROSSROAD (HAGGERTY ROAD).  TURN RIGHT AND GO SOUTH ALONG HAGGERTY
 AA5861'ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 AA5861'STATION IS RECESSED 6 INCHES BELOW GROUND SURFACE. IT IS 262.5 FT
 AA5861'(80.0 M) SOUTH OF THE CENTER OF HILLS TECH DRIVE, 32.5 FT (9.9 M) WEST
 AA5861'OF THE CENTER OF HAGGERTY ROAD, AND 2.0 FT (0.6 M) EAST OF A METAL
 AA5861'WITNESS POST WITH SIGN.
 AA5861
 AA5861                          STATION RECOVERY (2005)
 AA5861
 AA5861'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA5861'RECOVERED IN GOOD CONDITION, BUT MARK IS ACTUALLY 4 FT EAST OF WITNESS
 AA5861'POST.
 AA5861
 AA5861                          STATION RECOVERY (2006)
 AA5861
 AA5861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5861'FOUND IN GOOD CONDITION AS DESCRIBED
 AA5861
 AA5861                          STATION RECOVERY (2006)
 AA5861
 AA5861'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5861'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION 1.22
 AA5861'METERS (4.0 FEET) EAST OF A CARSONITE WITNESS POST.
 AA5861
 AA5861                          STATION RECOVERY (2009)
 AA5861
 AA5861'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (BDF)
 AA5861'RECOVERED AS DESCRIBED.
 AA5861
 AA5861                          STATION RECOVERY (2020)
 AA5861
 AA5861'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JN)
 AA5861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5859 ***********************************************************************
 AA5859  DESIGNATION -  63204
 AA5859  PID         -  AA5859
 AA5859  STATE/COUNTY-  MI/OAKLAND
 AA5859  COUNTRY     -  US
 AA5859  USGS QUAD   -  WALLED LAKE (2017)
 AA5859
 AA5859                         *CURRENT SURVEY CONTROL
 AA5859  ______________________________________________________________________
 AA5859* NAD 83(2011) POSITION- 42 32 27.43487(N) 083 27 29.61481(W)   ADJUSTED
 AA5859* NAD 83(2011) ELLIP HT-   257.984 (meters)        (06/27/12)   ADJUSTED
 AA5859* NAD 83(2011) EPOCH   -  2010.00
 AA5859* NAVD 88 ORTHO HEIGHT -   291.8   (meters)      957.    (feet) GPS OBS
 AA5859  ______________________________________________________________________
 AA5859  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5859  GEOID HEIGHT    -         -33.75 (meters)                     GEOID93
 AA5859  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 AA5859  NAD 83(2011) X  -    536,231.151 (meters)                     COMP
 AA5859  NAD 83(2011) Y  - -4,676,126.335 (meters)                     COMP
 AA5859  NAD 83(2011) Z  -  4,290,242.172 (meters)                     COMP
 AA5859  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 AA5859
 AA5859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5859  Standards:
 AA5859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5859  -------------------------------------------------------------------
 AA5859  NETWORK    1.16   1.65           0.49   0.46   0.84      0.06955671
 AA5859  -------------------------------------------------------------------
 AA5859  Click here for local accuracies and other accuracy information.
 AA5859
 AA5859.The horizontal coordinates were established by GPS observations
 AA5859.and adjusted by the National Geodetic Survey in June 2012.
 AA5859
 AA5859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5859.been affixed to the stable North American tectonic plate. See 
 AA5859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5859
 AA5859.The horizontal coordinates are valid at the epoch date displayed above
 AA5859.which is a decimal equivalence of Year/Month/Day.
 AA5859
 AA5859.The orthometric height was determined by GPS observations and a
 AA5859.high-resolution geoid model.
 AA5859
 AA5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5859.GEOID18 height accuracy estimate available here.
 AA5859
 AA5859.Click photographs - Photos may exist for this station.
 AA5859
 AA5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5859
 AA5859.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5859
 AA5859.The ellipsoidal height was determined by GPS observations
 AA5859.and is referenced to NAD 83.
 AA5859
 AA5859. The following values were computed from the NAD 83(2011) position.
 AA5859
 AA5859;                    North         East     Units Scale Factor Converg.
 AA5859;SPC MI S     -   116,029.022 4,074,617.089   MT  0.99992481   +0 37 05.6
 AA5859;SPC MI S     -   380,672.64 13,368,166.30   iFT  0.99992481   +0 37 05.6
 AA5859;UTM  17      - 4,712,769.276   298,143.498   MT  1.00010134   -1 39 45.4
 AA5859
 AA5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5859!SPC MI S     -   0.99995954  x   0.99992481  =   0.99988435
 AA5859!UTM  17      -   0.99995954  x   1.00010134  =   1.00006088
 AA5859
 AA5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9814312769(NAD 83)
 AA5859
 AA5859                          SUPERSEDED SURVEY CONTROL
 AA5859
 AA5859  NAD 83(2007)-  42 32 27.43484(N)    083 27 29.61555(W) AD(2002.00) 0
 AA5859  ELLIP H (02/10/07)  257.991  (m)                       GP(2002.00)    
 AA5859  ELLIP H (07/12/02)  258.011  (m)                       GP(       ) 4 1
 AA5859  NAD 83(1994)-  42 32 27.43454(N)    083 27 29.61499(W) AD(       ) 1
 AA5859  ELLIP H (02/03/97)  258.062  (m)                       GP(       ) 4 1
 AA5859  NAD 83(1986)-  42 32 27.43918(N)    083 27 29.64739(W) AD(       ) 1
 AA5859
 AA5859.Superseded values are not recommended for survey control.
 AA5859
 AA5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5859.See file dsdata.pdf to determine how the superseded data were derived.
 AA5859
 AA5859_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5859_STAMPING: 63204 1988
 AA5859_MARK LOGO: MIDH
 AA5859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5859+STABILITY: SURFACE MOTION
 AA5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5859+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA5859
 AA5859  HISTORY     - Date     Condition        Report By
 AA5859  HISTORY     - 1988     MONUMENTED       MIDH
 AA5859  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 AA5859  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 AA5859
 AA5859                          STATION DESCRIPTION
 AA5859
 AA5859'DESCRIBED BY MI DEPT OF HIGHWAYS 1988 (JHS)
 AA5859'STATION IS LOCATED IN QUAD 420831 ON THE WALLED LAKE QUADRANGLE MAP.
 AA5859'IT IS IN THE NORTHEAST 1/4 SECTION 35, T-2-N, R-8-E, COMMERCE
 AA5859'TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) NORTHWEST OF FRANKLIN, 1.5 MI (2.4
 AA5859'KM) SOUTHEAST OF WOLVERINE LAKE, 1.25 MI (2.01 KM) EAST OF WALLED
 AA5859'LAKE, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF MAPLE ROAD AND
 AA5859'WELCH ROAD AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION
 AA5859'FROM THE INTERSECTION OF PONTIAC TRAIL AND WEST MAPLE ROAD IN WALLED
 AA5859'LAKE, GO EAST ON MAPLE ROAD FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 AA5859'MAPLE ROAD AND WELCH ROAD AND STATION ON RIGHT. STATION IS SET FLUSH
 AA5859'WITH THE GROUND SURFACE. IT IS 51.0 FT (15.5 M) SOUTH OF THE CENTER OF
 AA5859'MAPLE ROAD, 51.0 FT (15.5 M) NORTHEAST FROM THE NORTHEAST CORNER
 AA5859'CONCRETE PAD FOR POWER TRANSFORMER, 39.0 FT (11.9 M) WEST OF THE
 AA5859'CENTER OF WELCH ROAD, 22.0 FT (6.7 M) NORTHEAST FROM THE CENTER OF A
 AA5859'SEWER MANHOLE, AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST WITH
 AA5859'SIGN.
 AA5859
 AA5859                          STATION RECOVERY (2004)
 AA5859
 AA5859'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5859'MARK NOT FOUND.
 AA5859
 AA5859                          STATION RECOVERY (2006)
 AA5859
 AA5859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5859'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5860 ***********************************************************************
 AA5860  DESIGNATION -  63206
 AA5860  PID         -  AA5860
 AA5860  STATE/COUNTY-  MI/OAKLAND
 AA5860  COUNTRY     -  US
 AA5860  USGS QUAD   -  WALLED LAKE (2017)
 AA5860
 AA5860                         *CURRENT SURVEY CONTROL
 AA5860  ______________________________________________________________________
 AA5860* NAD 83(2011) POSITION- 42 33 23.48420(N) 083 26 33.81157(W)   ADJUSTED
 AA5860* NAD 83(2011) ELLIP HT-   258.275 (meters)        (06/27/12)   ADJUSTED
 AA5860* NAD 83(2011) EPOCH   -  2010.00
 AA5860* NAVD 88 ORTHO HEIGHT -   292.1   (meters)      958.    (feet) GPS OBS
 AA5860  ______________________________________________________________________
 AA5860  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5860  GEOID HEIGHT    -         -33.78 (meters)                     GEOID93
 AA5860  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 AA5860  NAD 83(2011) X  -    537,362.683 (meters)                     COMP
 AA5860  NAD 83(2011) Y  - -4,674,819.393 (meters)                     COMP
 AA5860  NAD 83(2011) Z  -  4,291,516.544 (meters)                     COMP
 AA5860  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 AA5860
 AA5860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5860  Standards:
 AA5860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5860  -------------------------------------------------------------------
 AA5860  NETWORK    0.65   0.96           0.29   0.23   0.49      0.11989235
 AA5860  -------------------------------------------------------------------
 AA5860  Click here for local accuracies and other accuracy information.
 AA5860
 AA5860.The horizontal coordinates were established by GPS observations
 AA5860.and adjusted by the National Geodetic Survey in June 2012.
 AA5860
 AA5860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5860.been affixed to the stable North American tectonic plate. See 
 AA5860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5860
 AA5860.The horizontal coordinates are valid at the epoch date displayed above
 AA5860.which is a decimal equivalence of Year/Month/Day.
 AA5860
 AA5860.The orthometric height was determined by GPS observations and a
 AA5860.high-resolution geoid model.
 AA5860
 AA5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5860.GEOID18 height accuracy estimate available here.
 AA5860
 AA5860.Click photographs - Photos may exist for this station.
 AA5860
 AA5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5860
 AA5860.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5860
 AA5860.The ellipsoidal height was determined by GPS observations
 AA5860.and is referenced to NAD 83.
 AA5860
 AA5860. The following values were computed from the NAD 83(2011) position.
 AA5860
 AA5860;                    North         East     Units Scale Factor Converg.
 AA5860;SPC MI S     -   117,772.137 4,075,871.266   MT  0.99992322   +0 37 43.6
 AA5860;SPC MI S     -   386,391.53 13,372,281.06   iFT  0.99992322   +0 37 43.6
 AA5860;UTM  17      - 4,714,461.385   299,466.292   MT  1.00009479   -1 39 09.4
 AA5860
 AA5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5860!SPC MI S     -   0.99995950  x   0.99992322  =   0.99988272
 AA5860!UTM  17      -   0.99995950  x   1.00009479  =   1.00005428
 AA5860
 AA5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9946614461(NAD 83)
 AA5860
 AA5860                          SUPERSEDED SURVEY CONTROL
 AA5860
 AA5860  NAD 83(2007)-  42 33 23.48398(N)    083 26 33.81228(W) AD(2002.00) 0
 AA5860  ELLIP H (02/10/07)  258.287  (m)                       GP(2002.00)    
 AA5860  ELLIP H (07/12/02)  258.305  (m)                       GP(       ) 4 1
 AA5860  NAD 83(1994)-  42 33 23.48375(N)    083 26 33.81184(W) AD(       ) 1
 AA5860  ELLIP H (02/03/97)  258.349  (m)                       GP(       ) 4 1
 AA5860  NAD 83(1986)-  42 33 23.48898(N)    083 26 33.84252(W) AD(       ) 1
 AA5860
 AA5860.Superseded values are not recommended for survey control.
 AA5860
 AA5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5860.See file dsdata.pdf to determine how the superseded data were derived.
 AA5860
 AA5860_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5860_STAMPING: 63206
 AA5860_MARK LOGO: MIDH
 AA5860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5860+STABILITY: SURFACE MOTION
 AA5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5860+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA5860
 AA5860  HISTORY     - Date     Condition        Report By
 AA5860  HISTORY     - 1988     MONUMENTED       MIDH
 AA5860  HISTORY     - 20020118 GOOD             USPSQD
 AA5860  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 AA5860
 AA5860                          STATION DESCRIPTION
 AA5860
 AA5860'DESCRIBED BY MI DEPT OF HIGHWAYS 1988 (JHS)
 AA5860'STATION IS LOCATED IN QUAD 420831 ON THE WALLED LAKE QUADRANGLE MAP.
 AA5860'IT IS IN THE SOUTHEAST 1/4 OF SECTION 24, T-2-N, R-8-E, COMMERCE
 AA5860'TOWNSHIP.  ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF MILFORD, 4.0 MI (6.4 KM)
 AA5860'SOUTHWEST OF ORCHARD LAKE, 2.5 MI (4.0 KM) NORTHEAST OF WALLED LAKE
 AA5860'AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION FROM THE
 AA5860'INTERSECTION OF PONTIAC TRAIL AND WEST MAPLE ROAD IN WALLED LAKE, GO
 AA5860'NORTHEASTERLY ALONG PONTIAC TRAIL FOR 2.46 MI (3.96 KM) TO THE STATION
 AA5860'ON RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION WITH WALNUT
 AA5860'LAKE ROAD, AS DESCRIBED. THE STATION IS SET FLUSH WITH THE GROUND
 AA5860'SURFACE. IT IS 132.0 FT (40.2 M) NORTHEAST FROM THE CENTER OF WALNUT
 AA5860'LAKE ROAD, 43.0 FT (13.1 M) SOUTH FROM THE CENTER OF PONTIAC TRAIL,
 AA5860'26.5 FT (8.1 M) NORTHWEST FROM THE CENTER OF A 4-INCH PINE TREE, 24.0
 AA5860'FT (7.3 M) NORTHEAST FROM THE CENTER OF A FIRE HYDRANT AND 4.0 FT (1.2
 AA5860'M) NORTHWEST FROM A METAL WITNESS POST WITH SIGN.  NO DATE IS STAMPED
 AA5860'ON STATION DISK.
 AA5860
 AA5860                          STATION RECOVERY (2002)
 AA5860
 AA5860'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5860'RECOVERED IN GOOD CONDITION.
 AA5860
 AA5860                          STATION RECOVERY (2004)
 AA5860
 AA5860'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5860'WITNESS POST, FIRE HYDRANT AND TREE REMAIN. COULD NOT FIND MARK. MAY
 AA5860'HAVE BEEN REMOVED DURING ROAD WIDENING IN 2003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1552 ***********************************************************************
 NE1552  DESIGNATION -  63207
 NE1552  PID         -  NE1552
 NE1552  STATE/COUNTY-  MI/OAKLAND
 NE1552  COUNTRY     -  US
 NE1552  USGS QUAD   -  SALEM (2017)
 NE1552
 NE1552                         *CURRENT SURVEY CONTROL
 NE1552  ______________________________________________________________________
 NE1552* NAD 83(1994) POSITION- 42 29 39.25536(N) 083 30 47.97535(W)   ADJUSTED
 NE1552* NAD 83(1994) ELLIP HT-   263.555 (meters)        (07/17/02)   ADJUSTED
 NE1552* NAVD 88 ORTHO HEIGHT -   297.3   (meters)      975.    (feet) GPS OBS
 NE1552  ______________________________________________________________________
 NE1552  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1552  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 NE1552  NAD 83(1994) X  -    532,130.656 (meters)                     COMP
 NE1552  NAD 83(1994) Y  - -4,680,128.727 (meters)                     COMP
 NE1552  NAD 83(1994) Z  -  4,286,420.809 (meters)                     COMP
 NE1552  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 NE1552  HORZ ORDER      -  FIRST
 NE1552  ELLP ORDER      -  FOURTH    CLASS I
 NE1552
 NE1552.The horizontal coordinates were established by GPS observations
 NE1552.and adjusted by the National Geodetic Survey in February 1997.
 NE1552
 NE1552.The orthometric height was determined by GPS observations and a
 NE1552.high-resolution geoid model.
 NE1552
 NE1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1552.GEOID18 height accuracy estimate available here.
 NE1552
 NE1552.Click photographs - Photos may exist for this station.
 NE1552
 NE1552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1552
 NE1552.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1552
 NE1552.The ellipsoidal height was determined by GPS observations
 NE1552.and is referenced to NAD 83.
 NE1552
 NE1552. The following values were computed from the NAD 83(1994) position.
 NE1552
 NE1552;                    North         East     Units Scale Factor Converg.
 NE1552;SPC MI S     -   110,792.885 4,070,144.049   MT  0.99993000   +0 34 50.6
 NE1552;SPC MI S     -   363,493.72 13,353,490.97   iFT  0.99993000   +0 34 50.6
 NE1552;UTM  17      - 4,707,714.295   293,464.823   MT  1.00012486   -1 41 54.2
 NE1552
 NE1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1552!SPC MI S     -   0.99995867  x   0.99993000  =   0.99988867
 NE1552!UTM  17      -   0.99995867  x   1.00012486  =   1.00008352
 NE1552
 NE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9346407714(NAD 83)
 NE1552
 NE1552                          SUPERSEDED SURVEY CONTROL
 NE1552
 NE1552  ELLIP H (02/03/97)  263.605  (m)                       GP(       ) 4 1
 NE1552  NAD 83(1986)-  42 29 39.25941(N)    083 30 48.00569(W) AD(       ) 1
 NE1552  NAD 83(1986)-  42 29 39.26004(N)    083 30 48.00679(W) AD(       ) 1
 NE1552  NGVD 29 (03/27/91)  297.4    (m)  OSU 89B  model used  GPS OBS        
 NE1552
 NE1552.Superseded values are not recommended for survey control.
 NE1552
 NE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1552.See file dsdata.pdf to determine how the superseded data were derived.
 NE1552
 NE1552_MARKER: DS = TRIANGULATION STATION DISK
 NE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1552_STAMPING: 63207 1989
 NE1552_MARK LOGO: MIDH
 NE1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1552+STABILITY: SURFACE MOTION
 NE1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1552+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 NE1552
 NE1552  HISTORY     - Date     Condition        Report By
 NE1552  HISTORY     - 1989     MONUMENTED       MIDH
 NE1552  HISTORY     - 19900125 GOOD             NGS
 NE1552  HISTORY     - 19910625 GOOD             NGS
 NE1552  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE1552  HISTORY     - 20111013 MARK NOT FOUND   GEOCAC
 NE1552
 NE1552                          STATION DESCRIPTION
 NE1552
 NE1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1552'THE STATION IS LOCATED IN QUAD. 420832, IN NOVI TOWNSHIP, IN THE
 NE1552'NORTHWEST 1/4 OF SECTION 16, T-1-N, R-8-E AND ON THE MILFORD
 NE1552'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1552'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NE1552'BECK ROAD (EXIT 160) ABOUT 4.5 KM (2.80 MI) SOUTHEAST OF WIXOM, GO
 NE1552'NORTH ON BECK ROAD FOR 0.15 KM (0.10 MI) TO A FORK AND THE STATION ON
 NE1552'THE RIGHT IN A GRASSY TRIANGLE AND JUST BEFORE REACHING TWELVE MILE
 NE1552'ROAD.
 NE1552'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1552'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 32.0 M
 NE1552'(105.0 FT) NORTH FROM THE CENTER OF TWELVE MILE ROAD, 19.0 M
 NE1552'(62.3 FT) WEST FROM THE CENTER OF BECK ROAD, 18.7 M (61.4 FT) EAST
 NE1552'FROM THE CENTER OF AN EXIT ROAD, 3.8 M (12.5 FT) SOUTH-SOUTHWEST FROM
 NE1552'A 6-INCH ELM TREE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST
 NE1552'DESCRIBED BY E.J. HANSMANN.
 NE1552
 NE1552                          STATION RECOVERY (1991)
 NE1552
 NE1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1552'THE STATION IS LOCATED ABOUT 4.25 KM (2.64 MI) SOUTHEAST OF WIXOM, 6.4
 NE1552'KM (4.0 MI) NORTHWEST OF NOVI AND 6.6 KM (4.1 MI) EAST OF NEW HUDSON.
 NE1552'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1552'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NE1552'BECK ROAD (EXIT 160) ABOUT 4.5 KM (2.8 MI) SOUTHEAST OF WIXOM, GO
 NE1552'NORTH ON BECK ROAD FOR 0.15 KM (0.09 MI) TO A FORK AND THE STATION ON
 NE1552'THE RIGHT IN A GRASSY TRIANGLE AND JUST BEFORE REACHING TWELVE MILE
 NE1552'ROAD.
 NE1552'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1552'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 32.0 M
 NE1552'(105.0 FT) NORTH FROM THE CENTER OF TWELVE MILE ROAD, 19.0 M
 NE1552'(62.3 FT) WEST FROM THE CENTER OF BECK ROAD, 18.7 M (61.4 FT) EAST
 NE1552'FROM THE CENTER OF AN EXIT ROAD, 3.8 M (12.5 FT) SOUTH-SOUTHWEST FROM
 NE1552'A 6-INCH ELM TREE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST
 NE1552
 NE1552                          STATION RECOVERY (2006)
 NE1552
 NE1552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1552'MARK NOT FOUND.
 NE1552
 NE1552                          STATION RECOVERY (2011)
 NE1552
 NE1552'RECOVERY NOTE BY GEOCACHING 2011 (DJP)
 NE1552'THE BENCHMARK APPEARS TO HAVE BEEN DESTROYED DURING CONSTRUCTION OF A
 NE1552'PARKING LOT. THE CURRENT SATELLITE PHOTOS SHOWS THE AREA PRIOR TO THE
 NE1552'CONSTRUCTION. THE BENCHMARK WAS LOCATED JUST NORTH OF THE FENCE LINE
 NE1552'AT THAT TIME. THE FENCE LINE HAS BEEN MOVED ROUGHLY 40-50 FEET SOUTH
 NE1552'TOWARDS THE FREEWAY. THE PARKING LOT NOW COVERS THE OLD FENCE LINE. I
 NE1552'VISITED THE LOT TO THE COORDINATES OF THE BENCHMARK WHICH IS NOW
 NE1552'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1674 ***********************************************************************
 NE1674  DESIGNATION -  63209
 NE1674  PID         -  NE1674
 NE1674  STATE/COUNTY-  MI/OAKLAND
 NE1674  COUNTRY     -  US
 NE1674  USGS QUAD   -  BIRMINGHAM (2017)
 NE1674
 NE1674                         *CURRENT SURVEY CONTROL
 NE1674  ______________________________________________________________________
 NE1674* NAD 83(2011) POSITION- 42 37 07.47049(N) 083 14 06.03922(W)   ADJUSTED
 NE1674* NAD 83(2011) ELLIP HT-   236.941 (meters)        (06/27/12)   ADJUSTED
 NE1674* NAD 83(2011) EPOCH   -  2010.00
 NE1674* NAVD 88 ORTHO HEIGHT -   271.2   (meters)      890.    (feet) VERTCON3
 NE1674  ______________________________________________________________________
 NE1674  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 NE1674  NAD 83(2011) X  -    553,753.925 (meters)                     COMP
 NE1674  NAD 83(2011) Y  - -4,668,180.221 (meters)                     COMP
 NE1674  NAD 83(2011) Z  -  4,296,590.859 (meters)                     COMP
 NE1674  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 NE1674
 NE1674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1674  Standards:
 NE1674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1674  -------------------------------------------------------------------
 NE1674  NETWORK    4.10   5.47           1.02   2.01   2.79      0.03672985
 NE1674  -------------------------------------------------------------------
 NE1674  Click here for local accuracies and other accuracy information.
 NE1674
 NE1674.The horizontal coordinates were established by GPS observations
 NE1674.and adjusted by the National Geodetic Survey in June 2012.
 NE1674
 NE1674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1674.been affixed to the stable North American tectonic plate. See 
 NE1674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1674
 NE1674.The horizontal coordinates are valid at the epoch date displayed above
 NE1674.which is a decimal equivalence of Year/Month/Day.
 NE1674
 NE1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1674
 NE1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1674.GEOID18 height accuracy estimate available here.
 NE1674
 NE1674.Click photographs - Photos may exist for this station.
 NE1674
 NE1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1674
 NE1674.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1674
 NE1674.The ellipsoidal height was determined by GPS observations
 NE1674.and is referenced to NAD 83.
 NE1674
 NE1674. The following values were computed from the NAD 83(2011) position.
 NE1674
 NE1674;                    North         East     Units Scale Factor Converg.
 NE1674;SPC MI S     -   124,890.699 4,092,834.336   MT  0.99991762   +0 46 12.4
 NE1674;SPC MI S     -   409,746.39 13,427,934.17   iFT  0.99991762   +0 46 12.4
 NE1674;UTM  17      - 4,720,899.525   316,701.725   MT  1.00001338   -1 30 49.6
 NE1674
 NE1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1674!SPC MI S     -   0.99996284  x   0.99991762  =   0.99988046
 NE1674!UTM  17      -   0.99996284  x   1.00001338  =   0.99997622
 NE1674
 NE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1670120899(NAD 83)
 NE1674
 NE1674                          SUPERSEDED SURVEY CONTROL
 NE1674
 NE1674  NAD 83(2007)-  42 37 07.47017(N)    083 14 06.04168(W) AD(2002.00) 0
 NE1674  ELLIP H (02/10/07)  236.933  (m)                       GP(2002.00)    
 NE1674  ELLIP H (07/17/02)  236.978  (m)                       GP(       ) 4 1
 NE1674  NAD 83(1994)-  42 37 07.47014(N)    083 14 06.04127(W) AD(       ) 1
 NE1674  ELLIP H (02/03/97)  237.005  (m)                       GP(       ) 4 1
 NE1674  NAD 83(1986)-  42 37 07.47238(N)    083 14 06.07666(W) AD(       ) 1
 NE1674  NGVD 29 (07/16/92)  271.3    (m)  GEOID90  model used  GPS OBS        
 NE1674
 NE1674.Superseded values are not recommended for survey control.
 NE1674
 NE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1674.See file dsdata.pdf to determine how the superseded data were derived.
 NE1674
 NE1674_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1674_STAMPING: 63209 1991
 NE1674_MARK LOGO: MIDH
 NE1674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1674+STABILITY: SURFACE MOTION
 NE1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1674+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 NE1674
 NE1674  HISTORY     - Date     Condition        Report By
 NE1674  HISTORY     - 1991     MONUMENTED       MIDH
 NE1674  HISTORY     - 20000522 GOOD             USPSQD
 NE1674  HISTORY     - 20020103 GOOD             INDIV
 NE1674  HISTORY     - 20060314 GOOD             INDIV
 NE1674  HISTORY     - 20150310 GOOD             INDIV
 NE1674
 NE1674                          STATION DESCRIPTION
 NE1674
 NE1674'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1674'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 2,
 NE1674'T-2-N, R-10-E, BLOOMFIELD TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1674'5-1/2 MILES NORTH OF BIRMINGHAM, 3-1/2 MILES SOUTHEAST OF PONTIAC, ON
 NE1674'THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY JUST SOUTH OF SOUTH BOULEVARD
 NE1674'AND NORTH OF SQUARE LAKE ROAD AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1674'THE STATION IS IN THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND LANES
 NE1674'OF INTERSTATE HIGHWAY 75 AT THE NORTH END OF THE I-75 AND SQUARE LAKE
 NE1674'ROAD INTERCHANGE EXIT-75. IT IS ABOUT 450 FEET SOUTH OF THE SOUTH
 NE1674'BOULEVARD BRIDGE.
 NE1674'STATION IS SET FLUSH WITH THE GROUND.  IT IS 225 FT (68.6 M)
 NE1674'SOUTH-SOUTHEAST OF THE SOUTH END OF A CONCRETE MEDIAN BARRICADE WALL,
 NE1674'186 FT (56.7 M) NORTH OF A RUSSIAN OLIVE TREE, 180 FT (54.9 M)
 NE1674'SOUTH-SOUTHEAST OF A 15-INCH REINFORCED CONCRETE PIPE, 80.8 FT
 NE1674'(24.6 M) EAST OF THE SOUTHBOUND I-75 EAST EDGE-OF-METAL, 52.6 FT
 NE1674'(16.0 M) WEST OF THE SQUARE LAKE ROAD NORTHBOUND ENTRANCE RAMP WEST
 NE1674'EDGE-OF-METAL, AND 4.7 FT (1.4 M) SOUTHEAST OF A METAL WITNESS POST
 NE1674'WITH SIGN.
 NE1674
 NE1674                          STATION RECOVERY (2000)
 NE1674
 NE1674'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1674'RECOVERED IN GOOD CONDITION.
 NE1674
 NE1674                          STATION RECOVERY (2002)
 NE1674
 NE1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 NE1674'RECOVERED IN GOOD CONDITION.
 NE1674
 NE1674                          STATION RECOVERY (2006)
 NE1674
 NE1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1674'FOUND IN GOOD CONDITION AS DESCRIBED
 NE1674
 NE1674                          STATION RECOVERY (2015)
 NE1674
 NE1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1675 ***********************************************************************
 NE1675  HT_MOD      -  This is a Height Modernization Survey Station.
 NE1675  DESIGNATION -  63210
 NE1675  PID         -  NE1675
 NE1675  STATE/COUNTY-  MI/OAKLAND
 NE1675  COUNTRY     -  US
 NE1675  USGS QUAD   -  BIRMINGHAM (2017)
 NE1675
 NE1675                         *CURRENT SURVEY CONTROL
 NE1675  ______________________________________________________________________
 NE1675* NAD 83(2011) POSITION- 42 36 19.99686(N) 083 10 17.68634(W)   ADJUSTED
 NE1675* NAD 83(2011) ELLIP HT-   217.637 (meters)        (06/27/12)   ADJUSTED
 NE1675* NAD 83(2011) EPOCH   -  2010.00
 NE1675* NAVD 88 ORTHO HEIGHT -   252.04  (meters)      826.9   (feet) GPS OBS
 NE1675  ______________________________________________________________________
 NE1675  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NE1675  GEOID HEIGHT    -        -34.320 (meters)                     GEOID03
 NE1675  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 NE1675  NAD 83(2011) X  -    559,037.895 (meters)                     COMP
 NE1675  NAD 83(2011) Y  - -4,668,534.981 (meters)                     COMP
 NE1675  NAD 83(2011) Z  -  4,295,499.658 (meters)                     COMP
 NE1675  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NE1675
 NE1675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1675  Standards:
 NE1675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1675  -------------------------------------------------------------------
 NE1675  NETWORK    0.31   0.53           0.14   0.11   0.27      0.03600330
 NE1675  -------------------------------------------------------------------
 NE1675  Click here for local accuracies and other accuracy information.
 NE1675
 NE1675.The horizontal coordinates were established by GPS observations
 NE1675.and adjusted by the National Geodetic Survey in June 2012.
 NE1675
 NE1675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1675.been affixed to the stable North American tectonic plate. See 
 NE1675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1675
 NE1675.The horizontal coordinates are valid at the epoch date displayed above
 NE1675.which is a decimal equivalence of Year/Month/Day.
 NE1675
 NE1675.The orthometric height was determined by GPS observations and a
 NE1675.high-resolution geoid model using precise GPS observation and
 NE1675.processing techniques.
 NE1675
 NE1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1675.GEOID18 height accuracy estimate available here.
 NE1675
 NE1675.Click photographs - Photos may exist for this station.
 NE1675
 NE1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1675
 NE1675.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1675
 NE1675.The ellipsoidal height was determined by GPS observations
 NE1675.and is referenced to NAD 83.
 NE1675
 NE1675. The following values were computed from the NAD 83(2011) position.
 NE1675
 NE1675;                    North         East     Units Scale Factor Converg.
 NE1675;SPC MI S     -   123,497.975 4,098,058.320   MT  0.99991871   +0 48 47.9
 NE1675;SPC MI S     -   405,177.08 13,445,073.23   iFT  0.99991871   +0 48 47.9
 NE1675;UTM  17      - 4,719,299.600   321,866.492   MT  0.99999041   -1 28 13.6
 NE1675
 NE1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1675!SPC MI S     -   0.99996587  x   0.99991871  =   0.99988458
 NE1675!UTM  17      -   0.99996587  x   0.99999041  =   0.99995628
 NE1675
 NE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2186619299(NAD 83)
 NE1675
 NE1675                          SUPERSEDED SURVEY CONTROL
 NE1675
 NE1675  ELLIP H (06/10/07)  217.645  (m)                       GP(       ) 4 1
 NE1675  NAD 83(2007)-  42 36 19.99698(N)    083 10 17.68796(W) AD(2002.00) 0
 NE1675  ELLIP H (02/10/07)  217.634  (m)                       GP(2002.00)    
 NE1675  ELLIP H (07/17/02)  217.668  (m)                       GP(       ) 4 1
 NE1675  NAD 83(1994)-  42 36 19.99697(N)    083 10 17.68772(W) AD(       ) 1
 NE1675  ELLIP H (02/03/97)  217.710  (m)                       GP(       ) 4 1
 NE1675  NAD 83(1986)-  42 36 20.00085(N)    083 10 17.72007(W) AD(       ) 1
 NE1675  NGVD 29 (07/16/92)  252.0    (m)  GEOID90  model used  GPS OBS        
 NE1675
 NE1675.Superseded values are not recommended for survey control.
 NE1675
 NE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1675.See file dsdata.pdf to determine how the superseded data were derived.
 NE1675
 NE1675_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1675_STAMPING: 63210 1991
 NE1675_MARK LOGO: MIDH
 NE1675_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1675+STABILITY: SURFACE MOTION
 NE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1675+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 NE1675
 NE1675  HISTORY     - Date     Condition        Report By
 NE1675  HISTORY     - 1991     MONUMENTED       MIDH
 NE1675  HISTORY     - 19970426 GOOD             USPSQD
 NE1675  HISTORY     - 20000328 GOOD             LOCSUR
 NE1675  HISTORY     - 20011113 GOOD             AME
 NE1675  HISTORY     - 20060314 GOOD             INDIV
 NE1675  HISTORY     - 20060510 GOOD             MIDT
 NE1675
 NE1675                          STATION DESCRIPTION
 NE1675
 NE1675'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1675'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 8,
 NE1675'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS ABOUT 7
 NE1675'MILES SOUTHEAST OF PONTIAC, 4-1/2 MILES NORTHEAST OF BIRMINGHAM,
 NE1675'1-3/4 MILES EAST OF THE WEST TROY CORPORATE LIMITS, 250 FEET EAST OF
 NE1675'A MEDIAN CROSSOVER, AT CROOKS ROAD, ON THE INTERSTATE HIGHWAY 75
 NE1675'RIGHT-OF-WAY AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1675'TO REACH THE STATION FROM THE INTERSTATE 75 AND CROOKS ROAD
 NE1675'INTERCHANGE EXIT 72, GO NORTHERLY ON NORTHBOUND I-75 FOR 0.55 MI
 NE1675'(0.89 KM)  TO THE CROOKS ROAD BRIDGE.  CONTINUE NORTH ON I-75 FOR
 NE1675'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1675'STATION IS SET FLUSH WITH THE GROUND.  IT IS 203 FT (61.9 M) EAST OF
 NE1675'AN ASH TREE, 85 FT (25.9 M) WEST OF A JACK PINE TREE, 82.5 FT
 NE1675'(25.1 M) NORTH OF THE NORTHBOUND I-75 NORTH EDGE-OF-METAL, 8 FT
 NE1675'(2.4 M) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.5 FT (1.1 M) SOUTH OF
 NE1675'A METAL WITNESS POST WITH SIGN.
 NE1675
 NE1675                          STATION RECOVERY (1997)
 NE1675
 NE1675'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2000)
 NE1675
 NE1675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JMS)
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2001)
 NE1675
 NE1675'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2001
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2006)
 NE1675
 NE1675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1675'FOUND IN GOOD CONDITION AS DESCRIBED, WEST OF THE WEST CORNER OF
 NE1675'HI-LEX PARKING LOT
 NE1675
 NE1675                          STATION RECOVERY (2006)
 NE1675
 NE1675'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1675'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1676 ***********************************************************************
 NE1676  DESIGNATION -  63211
 NE1676  PID         -  NE1676
 NE1676  STATE/COUNTY-  MI/OAKLAND
 NE1676  COUNTRY     -  US
 NE1676  USGS QUAD   -  BIRMINGHAM (2017)
 NE1676
 NE1676                         *CURRENT SURVEY CONTROL
 NE1676  ______________________________________________________________________
 NE1676* NAD 83(2011) POSITION- 42 34 30.52782(N) 083 09 32.02394(W)   ADJUSTED
 NE1676* NAD 83(2011) ELLIP HT-   181.370 (meters)        (06/27/12)   ADJUSTED
 NE1676* NAD 83(2011) EPOCH   -  2010.00
 NE1676* NAVD 88 ORTHO HEIGHT -   215.5   (meters)      707.    (feet) VERTCON3
 NE1676  ______________________________________________________________________
 NE1676  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 NE1676  NAD 83(2011) X  -    560,340.516 (meters)                     COMP
 NE1676  NAD 83(2011) Y  - -4,670,654.376 (meters)                     COMP
 NE1676  NAD 83(2011) Z  -  4,292,988.209 (meters)                     COMP
 NE1676  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 NE1676
 NE1676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1676  Standards:
 NE1676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1676  -------------------------------------------------------------------
 NE1676  NETWORK    8.75   4.90           1.13   4.43   2.50      0.12627340
 NE1676  -------------------------------------------------------------------
 NE1676  Click here for local accuracies and other accuracy information.
 NE1676
 NE1676.The horizontal coordinates were established by GPS observations
 NE1676.and adjusted by the National Geodetic Survey in June 2012.
 NE1676
 NE1676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1676.been affixed to the stable North American tectonic plate. See 
 NE1676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1676
 NE1676.The horizontal coordinates are valid at the epoch date displayed above
 NE1676.which is a decimal equivalence of Year/Month/Day.
 NE1676
 NE1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1676
 NE1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1676.GEOID18 height accuracy estimate available here.
 NE1676
 NE1676.Click photographs - Photos may exist for this station.
 NE1676
 NE1676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1676
 NE1676.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1676
 NE1676.The ellipsoidal height was determined by GPS observations
 NE1676.and is referenced to NAD 83.
 NE1676
 NE1676. The following values were computed from the NAD 83(2011) position.
 NE1676
 NE1676;                    North         East     Units Scale Factor Converg.
 NE1676;SPC MI S     -   120,135.571 4,099,147.437   MT  0.99992142   +0 49 18.9
 NE1676;SPC MI S     -   394,145.57 13,448,646.45   iFT  0.99992142   +0 49 18.9
 NE1676;UTM  17      - 4,715,896.242   322,820.848   MT  0.99998624   -1 27 39.6
 NE1676
 NE1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1676!SPC MI S     -   0.99997156  x   0.99992142  =   0.99989298
 NE1676!UTM  17      -   0.99997156  x   0.99998624  =   0.99995780
 NE1676
 NE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2282015896(NAD 83)
 NE1676
 NE1676                          SUPERSEDED SURVEY CONTROL
 NE1676
 NE1676  NAD 83(2007)-  42 34 30.52775(N)    083 09 32.02598(W) AD(2002.00) 0
 NE1676  ELLIP H (02/10/07)  181.356  (m)                       GP(2002.00)    
 NE1676  ELLIP H (07/17/02)  181.386  (m)                       GP(       ) 4 1
 NE1676  NAD 83(1994)-  42 34 30.52786(N)    083 09 32.02472(W) AD(       ) 1
 NE1676  ELLIP H (02/03/97)  181.423  (m)                       GP(       ) 4 1
 NE1676  NAD 83(1986)-  42 34 30.53099(N)    083 09 32.05873(W) AD(       ) 1
 NE1676  NGVD 29 (07/16/92)  215.7    (m)  GEOID90  model used  GPS OBS        
 NE1676
 NE1676.Superseded values are not recommended for survey control.
 NE1676
 NE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1676.See file dsdata.pdf to determine how the superseded data were derived.
 NE1676
 NE1676_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1676_STAMPING: 63211 1991
 NE1676_MARK LOGO: MIDH
 NE1676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1676+STABILITY: SURFACE MOTION
 NE1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1676+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 NE1676
 NE1676  HISTORY     - Date     Condition        Report By
 NE1676  HISTORY     - 1991     MONUMENTED       MIDH
 NE1676  HISTORY     - 19970426 GOOD             USPSQD
 NE1676  HISTORY     - 20000522 GOOD             USPSQD
 NE1676  HISTORY     - 20060322 GOOD             INDIV
 NE1676
 NE1676                          STATION DESCRIPTION
 NE1676
 NE1676'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1676'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHWEST 1/4 OF SECTION
 NE1676'21, T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS
 NE1676'ABOUT 8-1/2 MILES SOUTHEAST OF PONTIAC, 3 MILES NORTHEAST OF
 NE1676'BIRMINGHAM, 2-1/2 MILES EAST OF THE WEST CORPORATE LIMITS OF TROY,
 NE1676'1/4 MILE SOUTH OF THE WATTLES ROAD BRIDGE, 1/10 MILE NORTH OF A
 NE1676'MEDIAN CROSSOVER, ON THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND ON
 NE1676'THE BIRMINGHAM QUADRANGLE MAP.
 NE1676'TO REACH THE STATION FROM THE INTERSTATE 75 AND BIG BEAVER ROAD
 NE1676'INTERCHANGE EXIT 69, GO NORTH ON NORTHBOUND I-75 FOR 0.85 MI
 NE1676'(1.37 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1676'STATION IS SET FLUSH WITH THE GROUND.  IT IS 120.5 FT (36.7 M)
 NE1676'SOUTH-SOUTHEAST OF MILE MARKER 70, 51.25 FT (15.62 M) EAST OF THE
 NE1676'RIGHT-OF-WAY FENCE, 50 FT (15.2 M) NORTHWEST OF A RED PINE TREE, 40.8
 NE1676'FT (12.4 M) EAST OF THE CENTERLINE OF I-75 NORTHBOUND, 21 FT (6.4 M)
 NE1676'WEST OF AN OAK TREE, AND 3 FT (0.9 M) WEST OF A METAL WITNESS POST
 NE1676'WITH SIGN.
 NE1676
 NE1676                          STATION RECOVERY (1997)
 NE1676
 NE1676'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1676'RECOVERED IN GOOD CONDITION.
 NE1676
 NE1676                          STATION RECOVERY (2000)
 NE1676
 NE1676'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1676'RECOVERED IN GOOD CONDITION.
 NE1676
 NE1676                          STATION RECOVERY (2006)
 NE1676
 NE1676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1676'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1677 ***********************************************************************
 NE1677  DESIGNATION -  63212
 NE1677  PID         -  NE1677
 NE1677  STATE/COUNTY-  MI/OAKLAND
 NE1677  COUNTRY     -  US
 NE1677  USGS QUAD   -  BIRMINGHAM (2017)
 NE1677
 NE1677                         *CURRENT SURVEY CONTROL
 NE1677  ______________________________________________________________________
 NE1677* NAD 83(2011) POSITION- 42 33 47.77396(N) 083 09 32.76857(W)   ADJUSTED
 NE1677* NAD 83(2011) ELLIP HT-   182.014 (meters)        (06/27/12)   ADJUSTED
 NE1677* NAD 83(2011) EPOCH   -  2010.00
 NE1677* NAVD 88 ORTHO HEIGHT -   216.1   (meters)      709.    (feet) VERTCON3
 NE1677  ______________________________________________________________________
 NE1677  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 NE1677  NAD 83(2011) X  -    560,430.016 (meters)                     COMP
 NE1677  NAD 83(2011) Y  - -4,671,542.985 (meters)                     COMP
 NE1677  NAD 83(2011) Z  -  4,292,017.044 (meters)                     COMP
 NE1677  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 NE1677
 NE1677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1677  Standards:
 NE1677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1677  -------------------------------------------------------------------
 NE1677  NETWORK    3.08   4.29           0.84   1.49   2.19     -0.05039708
 NE1677  -------------------------------------------------------------------
 NE1677  Click here for local accuracies and other accuracy information.
 NE1677
 NE1677.The horizontal coordinates were established by GPS observations
 NE1677.and adjusted by the National Geodetic Survey in June 2012.
 NE1677
 NE1677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1677.been affixed to the stable North American tectonic plate. See 
 NE1677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1677
 NE1677.The horizontal coordinates are valid at the epoch date displayed above
 NE1677.which is a decimal equivalence of Year/Month/Day.
 NE1677
 NE1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1677
 NE1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1677.GEOID18 height accuracy estimate available here.
 NE1677
 NE1677.Click photographs - Photos may exist for this station.
 NE1677
 NE1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1677
 NE1677.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1677
 NE1677.The ellipsoidal height was determined by GPS observations
 NE1677.and is referenced to NAD 83.
 NE1677
 NE1677. The following values were computed from the NAD 83(2011) position.
 NE1677
 NE1677;                    North         East     Units Scale Factor Converg.
 NE1677;SPC MI S     -   118,816.321 4,099,149.378   MT  0.99992256   +0 49 18.4
 NE1677;SPC MI S     -   389,817.33 13,448,652.81   iFT  0.99992256   +0 49 18.4
 NE1677;UTM  17      - 4,714,577.876   322,770.237   MT  0.99998646   -1 27 38.9
 NE1677
 NE1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1677!SPC MI S     -   0.99997146  x   0.99992256  =   0.99989402
 NE1677!UTM  17      -   0.99997146  x   0.99998646  =   0.99995792
 NE1677
 NE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2277014577(NAD 83)
 NE1677
 NE1677                          SUPERSEDED SURVEY CONTROL
 NE1677
 NE1677  NAD 83(2007)-  42 33 47.77407(N)    083 09 32.77000(W) AD(2002.00) 0
 NE1677  ELLIP H (02/10/07)  182.006  (m)                       GP(2002.00)    
 NE1677  ELLIP H (07/17/02)  182.030  (m)                       GP(       ) 4 1
 NE1677  NAD 83(1994)-  42 33 47.77423(N)    083 09 32.76976(W) AD(       ) 1
 NE1677  ELLIP H (02/03/97)  182.070  (m)                       GP(       ) 4 1
 NE1677  NAD 83(1986)-  42 33 47.77749(N)    083 09 32.80228(W) AD(       ) 1
 NE1677  NGVD 29 (07/16/92)  216.3    (m)  GEOID90  model used  GPS OBS        
 NE1677
 NE1677.Superseded values are not recommended for survey control.
 NE1677
 NE1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1677.See file dsdata.pdf to determine how the superseded data were derived.
 NE1677
 NE1677_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1677_STAMPING: 63212 1991
 NE1677_MARK LOGO: MIDH
 NE1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1677+STABILITY: SURFACE MOTION
 NE1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1677+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NE1677
 NE1677  HISTORY     - Date     Condition        Report By
 NE1677  HISTORY     - 1991     MONUMENTED       MIDH
 NE1677  HISTORY     - 19941013 GOOD             LOCENG
 NE1677  HISTORY     - 20000826 GOOD             USPSQD
 NE1677  HISTORY     - 20060321 GOOD             INDIV
 NE1677
 NE1677                          STATION DESCRIPTION
 NE1677
 NE1677'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1677'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE1677'21, T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS
 NE1677'ABOUT 9 MILES SOUTHEAST OF PONTIAC, 2-1/2 MILES NORTHEAST OF
 NE1677'BIRMINGHAM, IN THE SOUTHWEST QUADRANT OF THE CORPORATE LIMITS OF
 NE1677'TROY, AT BIG BEAVER ROAD, ON THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY
 NE1677'AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1677'THE STATION IS IN THE NORTHWEST QUADRANT OF THE INTERSTATE 75 AND BIG
 NE1677'BEAVER ROAD INTERCHANGE EXIT 69 WHERE THE SOUTHBOUND I-75 EXIT RAMP
 NE1677'FOR EAST BOUND BIG BEAVER ROAD AND THE SOUTH BOUND I-75 ENTRANCE RAMP
 NE1677'OFF OF WEST BOUND BIG BEAVER ROAD CONNECT.
 NE1677'STATION IS SET FLUSH WITH THE GROUND.  IT IS 37.75 FT (11.51 M) NORTH
 NE1677'OF THE GORE POINT OF THE EDGE OF BITUMINOUS, 14.1 FT (4.3 M) EAST OF
 NE1677'THE EAST EDGE-OF-METAL OF THE SOUTHBOUND I-75 ENTRANCE RAMP FROM BIG
 NE1677'BEAVER ROAD, 10.5 FT (3.2 M) WEST OF THE WEST EDGE-OF-METAL OF THE
 NE1677'EAST BOUND BIG BEAVER ROAD EXIT APPROACH RAMP, 3 FT (0.9 M) SOUTH OF
 NE1677'A METAL WITNESS POST WITH SIGN.
 NE1677
 NE1677                          STATION RECOVERY (1994)
 NE1677
 NE1677'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE1677'RECOVERED AS DESCRIBED.
 NE1677
 NE1677                          STATION RECOVERY (2000)
 NE1677
 NE1677'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1677'RECOVERED IN GOOD CONDITION.
 NE1677
 NE1677                          STATION RECOVERY (2006)
 NE1677
 NE1677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1677'RECOVERED AS DESCRIBED.  VIEWABLE BY SATELLITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1679 ***********************************************************************
 NE1679  DESIGNATION -  63214
 NE1679  PID         -  NE1679
 NE1679  STATE/COUNTY-  MI/OAKLAND
 NE1679  COUNTRY     -  US
 NE1679  USGS QUAD   -  BIRMINGHAM (2017)
 NE1679
 NE1679                         *CURRENT SURVEY CONTROL
 NE1679  ______________________________________________________________________
 NE1679* NAD 83(2011) POSITION- 42 36 15.71498(N) 083 11 46.38135(W)   ADJUSTED
 NE1679* NAD 83(2011) ELLIP HT-   226.631 (meters)        (06/27/12)   ADJUSTED
 NE1679* NAD 83(2011) EPOCH   -  2010.00
 NE1679* NAVD 88 ORTHO HEIGHT -   260.8   (meters)      856.    (feet) VERTCON3
 NE1679  ______________________________________________________________________
 NE1679  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 NE1679  NAD 83(2011) X  -    557,041.729 (meters)                     COMP
 NE1679  NAD 83(2011) Y  - -4,668,870.327 (meters)                     COMP
 NE1679  NAD 83(2011) Z  -  4,295,408.493 (meters)                     COMP
 NE1679  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 NE1679
 NE1679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1679  Standards:
 NE1679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1679  -------------------------------------------------------------------
 NE1679  NETWORK    0.64   1.12           0.27   0.24   0.57      0.38439522
 NE1679  -------------------------------------------------------------------
 NE1679  Click here for local accuracies and other accuracy information.
 NE1679
 NE1679.The horizontal coordinates were established by GPS observations
 NE1679.and adjusted by the National Geodetic Survey in June 2012.
 NE1679
 NE1679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1679.been affixed to the stable North American tectonic plate. See 
 NE1679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1679
 NE1679.The horizontal coordinates are valid at the epoch date displayed above
 NE1679.which is a decimal equivalence of Year/Month/Day.
 NE1679
 NE1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1679
 NE1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1679.GEOID18 height accuracy estimate available here.
 NE1679
 NE1679.Click photographs - Photos may exist for this station.
 NE1679
 NE1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1679
 NE1679.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1679
 NE1679.The ellipsoidal height was determined by GPS observations
 NE1679.and is referenced to NAD 83.
 NE1679
 NE1679. The following values were computed from the NAD 83(2011) position.
 NE1679
 NE1679;                    North         East     Units Scale Factor Converg.
 NE1679;SPC MI S     -   123,337.474 4,096,038.752   MT  0.99991881   +0 47 47.5
 NE1679;SPC MI S     -   404,650.51 13,438,447.35   iFT  0.99991881   +0 47 47.5
 NE1679;UTM  17      - 4,719,219.693   319,841.978   MT  0.99999934   -1 29 13.5
 NE1679
 NE1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1679!SPC MI S     -   0.99996446  x   0.99991881  =   0.99988327
 NE1679!UTM  17      -   0.99996446  x   0.99999934  =   0.99996380
 NE1679
 NE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1984119219(NAD 83)
 NE1679
 NE1679                          SUPERSEDED SURVEY CONTROL
 NE1679
 NE1679  NAD 83(2007)-  42 36 15.71471(N)    083 11 46.38430(W) AD(2002.00) 0
 NE1679  ELLIP H (02/10/07)  226.616  (m)                       GP(2002.00)    
 NE1679  ELLIP H (07/17/02)  226.655  (m)                       GP(       ) 4 1
 NE1679  NAD 83(1994)-  42 36 15.71474(N)    083 11 46.38304(W) AD(       ) 1
 NE1679  ELLIP H (02/03/97)  226.694  (m)                       GP(       ) 4 1
 NE1679  NAD 83(1986)-  42 36 15.71770(N)    083 11 46.41855(W) AD(       ) 1
 NE1679  NGVD 29 (07/16/92)  260.9    (m)  GEOID90  model used  GPS OBS        
 NE1679
 NE1679.Superseded values are not recommended for survey control.
 NE1679
 NE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1679.See file dsdata.pdf to determine how the superseded data were derived.
 NE1679
 NE1679_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1679_STAMPING: 63214 1991
 NE1679_MARK LOGO: MIDH
 NE1679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1679+STABILITY: SURFACE MOTION
 NE1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1679+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 NE1679
 NE1679  HISTORY     - Date     Condition        Report By
 NE1679  HISTORY     - 1991     MONUMENTED       MIDH
 NE1679  HISTORY     - 19970426 GOOD             USPSQD
 NE1679  HISTORY     - 20060314 GOOD             INDIV
 NE1679  HISTORY     - 20150310 GOOD             INDIV
 NE1679
 NE1679                          STATION DESCRIPTION
 NE1679
 NE1679'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1679'STAION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 7,
 NE1679'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY. IT IS ABOUT 6
 NE1679'MILES SOUTHEAST OF PONTIAC, 4-1/2 MILES NORTH OF BIRMINGHAM, 1/2 MILE
 NE1679'WEST OF COOLIDGE ROAD, 1/2 MILE EAST OF INTERSTATE 75 (EXIT 74), ON
 NE1679'INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND ON THE BIRMINGHAM QUADRANGLE
 NE1679'MAP.
 NE1679'TO REACH THE STATION FROM THE INTERSATE 75 AND ADAMS ROAD INTERCHANGE
 NE1679'EXIT 74, GO EAST ON SOUTHBOUND I-75 FOR 0.5 MI (0.8 KM) TO THE
 NE1679'STATION ON THE RIGHT AS DESCRIBED.
 NE1679'STATION IS SET FLUSH WITH THE GROUND. IT IS 225 FT (68.6 M) SOUTHWEST
 NE1679'OF THE WEST END OF A GUARDRAIL, 78 FT (23.8 M) EAST OF A RED PINE
 NE1679'TREE, 57.5 FT (17.5 M) NORTHEAST OF UTILITY POLE, 46.1 FT (14.1 M)
 NE1679'NORTH OF A RIGHT-OF-WAY FENCE, 45.1 FT (13.7 M) SOUTH OF THE
 NE1679'SOUTHBOUND I-75 SOUTH EDGE-OF-METAL, 37 FT (11.3 M) SOUTHEAST OF A
 NE1679'GAS PIPELINE MARKER POST, AND 2.4 FT (0.7 M) NORTH OF A METAL WITNESS
 NE1679'POST WITH SIGN.
 NE1679
 NE1679                          STATION RECOVERY (1997)
 NE1679
 NE1679'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1679'RECOVERED IN GOOD CONDITION.
 NE1679
 NE1679                          STATION RECOVERY (2006)
 NE1679
 NE1679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1679'FOUND IN GOOD CONDITION AS DESCRIBED
 NE1679
 NE1679                          STATION RECOVERY (2015)
 NE1679
 NE1679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 NE1679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1680 ***********************************************************************
 NE1680  DESIGNATION -  63215
 NE1680  PID         -  NE1680
 NE1680  STATE/COUNTY-  MI/OAKLAND
 NE1680  COUNTRY     -  US
 NE1680  USGS QUAD   -  BIRMINGHAM (2017)
 NE1680
 NE1680                         *CURRENT SURVEY CONTROL
 NE1680  ______________________________________________________________________
 NE1680* NAD 83(2011) POSITION- 42 35 04.93594(N) 083 14 46.39111(W)   ADJUSTED
 NE1680* NAD 83(2011) ELLIP HT-   225.334 (meters)        (06/27/12)   ADJUSTED
 NE1680* NAD 83(2011) EPOCH   -  2010.00
 NE1680* NAVD 88 ORTHO HEIGHT -   259.4   (meters)      851.    (feet) VERTCON3
 NE1680  ______________________________________________________________________
 NE1680  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 NE1680  NAD 83(2011) X  -    553,140.668 (meters)                     COMP
 NE1680  NAD 83(2011) Y  - -4,670,821.691 (meters)                     COMP
 NE1680  NAD 83(2011) Z  -  4,293,799.765 (meters)                     COMP
 NE1680  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 NE1680
 NE1680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1680  Standards:
 NE1680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1680  -------------------------------------------------------------------
 NE1680  NETWORK    3.63   5.37           0.98   1.76   2.74      0.04932979
 NE1680  -------------------------------------------------------------------
 NE1680  Click here for local accuracies and other accuracy information.
 NE1680
 NE1680.The horizontal coordinates were established by GPS observations
 NE1680.and adjusted by the National Geodetic Survey in June 2012.
 NE1680
 NE1680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1680.been affixed to the stable North American tectonic plate. See 
 NE1680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1680
 NE1680.The horizontal coordinates are valid at the epoch date displayed above
 NE1680.which is a decimal equivalence of Year/Month/Day.
 NE1680
 NE1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1680
 NE1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1680.GEOID18 height accuracy estimate available here.
 NE1680
 NE1680.Click photographs - Photos may exist for this station.
 NE1680
 NE1680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1680
 NE1680.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1680
 NE1680.The ellipsoidal height was determined by GPS observations
 NE1680.and is referenced to NAD 83.
 NE1680
 NE1680. The following values were computed from the NAD 83(2011) position.
 NE1680
 NE1680;                    North         East     Units Scale Factor Converg.
 NE1680;SPC MI S     -   121,098.001 4,091,965.195   MT  0.99992054   +0 45 45.0
 NE1680;SPC MI S     -   397,303.15 13,425,082.66   iFT  0.99992054   +0 45 45.0
 NE1680;UTM  17      - 4,717,144.104   315,682.065   MT  1.00001799   -1 31 13.4
 NE1680
 NE1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1680!SPC MI S     -   0.99996466  x   0.99992054  =   0.99988520
 NE1680!UTM  17      -   0.99996466  x   1.00001799  =   0.99998265
 NE1680
 NE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1568217144(NAD 83)
 NE1680
 NE1680                          SUPERSEDED SURVEY CONTROL
 NE1680
 NE1680  NAD 83(2007)-  42 35 04.93565(N)    083 14 46.39323(W) AD(2002.00) 0
 NE1680  ELLIP H (02/10/07)  225.326  (m)                       GP(2002.00)    
 NE1680  ELLIP H (07/17/02)  225.367  (m)                       GP(       ) 4 1
 NE1680  NAD 83(1994)-  42 35 04.93566(N)    083 14 46.39287(W) AD(       ) 1
 NE1680  ELLIP H (02/03/97)  225.394  (m)                       GP(       ) 4 1
 NE1680  NAD 83(1986)-  42 35 04.93793(N)    083 14 46.42776(W) AD(       ) 1
 NE1680  NGVD 29 (07/16/92)  259.6    (m)  GEOID90  model used  GPS OBS        
 NE1680
 NE1680.Superseded values are not recommended for survey control.
 NE1680
 NE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1680.See file dsdata.pdf to determine how the superseded data were derived.
 NE1680
 NE1680_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1680_STAMPING: 63215 1991
 NE1680_MARK LOGO: MIDH
 NE1680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1680+STABILITY: SURFACE MOTION
 NE1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1680+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NE1680
 NE1680  HISTORY     - Date     Condition        Report By
 NE1680  HISTORY     - 1991     MONUMENTED       MIDH
 NE1680  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE1680  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE1680
 NE1680                          STATION DESCRIPTION
 NE1680
 NE1680'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1680'STATION IS LOCATED IN QUAD 420831, IN THE NORTHEAST 1/4 OF SECTION 15,
 NE1680'T-2-N, R-10-E, BIRMINGHAM TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1680'20-1/2 MILES NORTHWEST OF DETROIT, 4 MILES SOUTHEAST OF PONTIAC, IN
 NE1680'THE WOODWARD AVENUE ROAD RIGHT-OF-WAY AND ON THE BIRMINGHAM
 NE1680'QUADRANGLE MAP.
 NE1680'TO REACH FROM THE INTERSECTION OF MAPLE ROAD AND (STATE HIGHWAY 1)
 NE1680'WOODWARD AVENUE, GO NORTHWEST ON WOODWARD AVENUE FOR 3 MI (4.8 KM) TO
 NE1680'JUNCTION OF LONG LAKE ROAD.  CONTINUE NORTHWESTERLY FOR 0.05 MI
 NE1680'(0.08 KM) TO THE STATION ON THE LEFT IN THE MEDIAN BETWEEN THE NORTH
 NE1680'AND SOUTHBOUND LANES.
 NE1680'STATION IS SET FLUSH WITH THE GROUND.  IT IS 385 FT (117.3 M)
 NE1680'NORTHWEST OF THE INTERSECTION OF LONG LAKE AND WOODWARD AVENUE, 58.6
 NE1680'FT (17.9 M) EAST-NORTHEAST OF THE CENTERLINE OF NORTHBOUND WOODWARD
 NE1680'AVENUE, 30.8 FT (9.4 M) NORTH-NORTHWEST OF THE CENTER OF A METAL
 NE1680'MANHOLE COVER, 29 FT (8.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 NE1680'SOUTHBOUND WOODWARD AVENUE, 5.5 FT (1.7 M) NORTH-NORTHWEST OF A
 NE1680'-HIGHWAY ONE-WAY- SIGN POST, AND 4 FT (1.2 M) NORTH-NORTHWEST OF A
 NE1680'CARSONITE WITNESS POST.
 NE1680
 NE1680                          STATION RECOVERY (2000)
 NE1680
 NE1680'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1680'MARK NOT FOUND.
 NE1680
 NE1680                          STATION RECOVERY (2006)
 NE1680
 NE1680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3067 ***********************************************************************
 AB3067  DESIGNATION -  63215
 AB3067  PID         -  AB3067
 AB3067  STATE/COUNTY-  MI/OAKLAND
 AB3067  COUNTRY     -  US
 AB3067  USGS QUAD   -  OXFORD (2017)
 AB3067
 AB3067                         *CURRENT SURVEY CONTROL
 AB3067  ______________________________________________________________________
 AB3067* NAD 83(2011) POSITION- 42 52 22.16108(N) 083 17 52.24448(W)   ADJUSTED
 AB3067* NAD 83(2011) ELLIP HT-   293.386 (meters)        (06/27/12)   ADJUSTED
 AB3067* NAD 83(2011) EPOCH   -  2010.00
 AB3067* NAVD 88 ORTHO HEIGHT -   328.024 (meters)     1076.19  (feet) ADJUSTED
 AB3067  ______________________________________________________________________
 AB3067  GEOID HEIGHT    -        -34.636 (meters)                     GEOID18
 AB3067  NAD 83(2011) X  -    546,402.996 (meters)                     COMP
 AB3067  NAD 83(2011) Y  - -4,649,798.207 (meters)                     COMP
 AB3067  NAD 83(2011) Z  -  4,317,357.875 (meters)                     COMP
 AB3067  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 AB3067  DYNAMIC HEIGHT  -        327.922 (meters)     1075.86  (feet) COMP
 AB3067  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 AB3067
 AB3067  VERT ORDER      -  SECOND    CLASS I
 AB3067
 AB3067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3067  Standards:
 AB3067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3067  -------------------------------------------------------------------
 AB3067  NETWORK    5.40   3.63           1.21   2.67   1.85      0.01994933
 AB3067  -------------------------------------------------------------------
 AB3067  Click here for local accuracies and other accuracy information.
 AB3067
 AB3067.The horizontal coordinates were established by GPS observations
 AB3067.and adjusted by the National Geodetic Survey in June 2012.
 AB3067
 AB3067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3067.been affixed to the stable North American tectonic plate. See 
 AB3067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3067
 AB3067.The horizontal coordinates are valid at the epoch date displayed above
 AB3067.which is a decimal equivalence of Year/Month/Day.
 AB3067
 AB3067.The orthometric height was determined by differential leveling and
 AB3067.adjusted by the NATIONAL GEODETIC SURVEY
 AB3067.in July 2007.
 AB3067
 AB3067.No vertical observational check was made to the station.
 AB3067
 AB3067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3067.GEOID18 height accuracy estimate available here.
 AB3067
 AB3067.Click photographs - Photos may exist for this station.
 AB3067
 AB3067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3067
 AB3067.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3067
 AB3067.The ellipsoidal height was determined by GPS observations
 AB3067.and is referenced to NAD 83.
 AB3067
 AB3067.The dynamic height is computed by dividing the NAVD 88
 AB3067.geopotential number by the normal gravity value computed on the
 AB3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3067.degrees latitude (g = 980.6199 gals.).
 AB3067
 AB3067.The modeled gravity was interpolated from observed gravity values.
 AB3067
 AB3067. The following values were computed from the NAD 83(2011) position.
 AB3067
 AB3067;                    North         East     Units Scale Factor Converg.
 AB3067;SPC MI S     -   153,043.807 4,087,321.752   MT  0.99990690   +0 43 38.5
 AB3067;SPC MI S     -   502,112.23 13,409,848.27   iFT  0.99990690   +0 43 38.5
 AB3067;UTM  17      - 4,749,253.423   312,316.751   MT  1.00003337   -1 33 49.9
 AB3067
 AB3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3067!SPC MI S     -   0.99995399  x   0.99990690  =   0.99986090
 AB3067!UTM  17      -   0.99995399  x   1.00003337  =   0.99998736
 AB3067
 AB3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1231649253(NAD 83)
 AB3067
 AB3067                          SUPERSEDED SURVEY CONTROL
 AB3067
 AB3067  NAD 83(2007)-  42 52 22.16120(N)    083 17 52.24552(W) AD(2002.00) 0
 AB3067  ELLIP H (02/10/07)  293.403  (m)                       GP(2002.00)    
 AB3067  ELLIP H (07/12/02)  293.424  (m)                       GP(       ) 4 1
 AB3067  NAD 83(1994)-  42 52 22.16116(N)    083 17 52.24557(W) AD(       ) 1
 AB3067  ELLIP H (02/03/97)  293.415  (m)                       GP(       ) 4 1
 AB3067  NAD 83(1994)-  42 52 22.16142(N)    083 17 52.24568(W) AD(       ) 1
 AB3067  ELLIP H (05/02/96)  293.418  (m)                       GP(       ) 1 1
 AB3067  NAVD 88             328.01   (m)         1076.1    (f) LEVELING    3  
 AB3067
 AB3067.Superseded values are not recommended for survey control.
 AB3067
 AB3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3067.See file dsdata.pdf to determine how the superseded data were derived.
 AB3067
 AB3067_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3067_STAMPING: 63215 1992
 AB3067_MARK LOGO: MIDT
 AB3067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3067+STABILITY: SURFACE MOTION
 AB3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3067+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AB3067
 AB3067  HISTORY     - Date     Condition        Report By
 AB3067  HISTORY     - 1992     MONUMENTED       MIDT
 AB3067  HISTORY     - 20060308 GOOD             INDIV
 AB3067  HISTORY     - 20060510 GOOD             MIDT
 AB3067
 AB3067                          STATION DESCRIPTION
 AB3067
 AB3067'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3067'STATION IS LOCATED IN QUAD 420831 ON THE OXFORD QUADRANGLE MAP.  IT IS
 AB3067'IN SECTION 4, T-5-N, R-10-E, OXFORD TOWNSHIP.  ABOUT 13.0 MI (20.9 KM)
 AB3067'SOUTHEAST OF LAPEER, 4.0 MI (6.4 KM) NORTHWEST OF OXFORD, AND 0.3 MI
 AB3067'(0.5 KM) SOUTH OF THOMAS, AND ON THE STATE HIGHWAY M-24 RIGHT-OF-WAY.
 AB3067'TO REACH FROM THE STATE HIGHWAY M-24 AND INTERSTATE HIGHWAY 69
 AB3067'INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG STATE HIGHWAY M-24 FOR 10.6
 AB3067'MI (17.1 KM) TO THE THOMAS ROAD INTERSECTION.  CONTINUE SOUTH ALONG
 AB3067'STATE HIGHWAY M-24 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT ON
 AB3067'THE EAST RIGHT-OF-WAY.  STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF
 AB3067'NORTHBOUND M-24.  IT IS 47.0 FT (14.3 M) EAST OF THE CENTER OF STATE
 AB3067'HIGHWAY M-24, 116.0 FT (35.4 M) NORTHWEST OF AN 18-INCH STEEL SIGN
 AB3067'POLE, AND 3.0 FT (0.9 M) WEST OF A METAL WITNESS POST WITH SIGN.
 AB3067
 AB3067                          STATION RECOVERY (2006)
 AB3067
 AB3067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3067'FOUND IN GOOD CONDITION AS DESCRIBED
 AB3067
 AB3067                          STATION RECOVERY (2006)
 AB3067
 AB3067'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AB3067'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5857 ***********************************************************************
 AA5857  DESIGNATION -  63216
 AA5857  PID         -  AA5857
 AA5857  STATE/COUNTY-  MI/OAKLAND
 AA5857  COUNTRY     -  US
 AA5857  USGS QUAD   -  SALEM (2017)
 AA5857
 AA5857                         *CURRENT SURVEY CONTROL
 AA5857  ______________________________________________________________________
 AA5857* NAD 83(2011) POSITION- 42 29 53.88118(N) 083 32 09.62998(W)   ADJUSTED
 AA5857* NAD 83(2011) ELLIP HT-   264.584 (meters)        (06/27/12)   ADJUSTED
 AA5857* NAD 83(2011) EPOCH   -  2010.00
 AA5857* NAVD 88 ORTHO HEIGHT -   298.3   (meters)      979.    (feet) GPS OBS
 AA5857  ______________________________________________________________________
 AA5857  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5857  GEOID HEIGHT    -         -33.62 (meters)                     GEOID93
 AA5857  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 AA5857  NAD 83(2011) X  -    530,243.640 (meters)                     COMP
 AA5857  NAD 83(2011) Y  - -4,680,036.824 (meters)                     COMP
 AA5857  NAD 83(2011) Z  -  4,286,754.271 (meters)                     COMP
 AA5857  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 AA5857
 AA5857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5857  Standards:
 AA5857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5857  -------------------------------------------------------------------
 AA5857  NETWORK    0.97   1.41           0.42   0.37   0.72      0.04691929
 AA5857  -------------------------------------------------------------------
 AA5857  Click here for local accuracies and other accuracy information.
 AA5857
 AA5857.The horizontal coordinates were established by GPS observations
 AA5857.and adjusted by the National Geodetic Survey in June 2012.
 AA5857
 AA5857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5857.been affixed to the stable North American tectonic plate. See 
 AA5857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5857
 AA5857.The horizontal coordinates are valid at the epoch date displayed above
 AA5857.which is a decimal equivalence of Year/Month/Day.
 AA5857
 AA5857.The orthometric height was determined by GPS observations and a
 AA5857.high-resolution geoid model.
 AA5857
 AA5857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5857.GEOID18 height accuracy estimate available here.
 AA5857
 AA5857.Click photographs - Photos may exist for this station.
 AA5857
 AA5857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5857
 AA5857.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5857
 AA5857.The ellipsoidal height was determined by GPS observations
 AA5857.and is referenced to NAD 83.
 AA5857
 AA5857. The following values were computed from the NAD 83(2011) position.
 AA5857
 AA5857;                    North         East     Units Scale Factor Converg.
 AA5857;SPC MI S     -   111,225.485 4,068,275.224   MT  0.99992952   +0 33 55.0
 AA5857;SPC MI S     -   364,913.01 13,347,359.66   iFT  0.99992952   +0 33 55.0
 AA5857;UTM  17      - 4,708,220.973   291,614.310   MT  1.00013430   -1 42 49.9
 AA5857
 AA5857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5857!SPC MI S     -   0.99995851  x   0.99992952  =   0.99988803
 AA5857!UTM  17      -   0.99995851  x   1.00013430  =   1.00009280
 AA5857
 AA5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9161408220(NAD 83)
 AA5857
 AA5857                          SUPERSEDED SURVEY CONTROL
 AA5857
 AA5857  NAD 83(2007)-  42 29 53.88114(N)    083 32 09.63073(W) AD(2002.00) 0
 AA5857  ELLIP H (02/10/07)  264.592  (m)                       GP(2002.00)    
 AA5857  ELLIP H (07/12/02)  264.611  (m)                       GP(       ) 4 1
 AA5857  NAD 83(1994)-  42 29 53.88083(N)    083 32 09.63017(W) AD(       ) 1
 AA5857  ELLIP H (02/03/97)  264.660  (m)                       GP(       ) 4 1
 AA5857  NAD 83(1986)-  42 29 53.88545(N)    083 32 09.66256(W) AD(       ) 1
 AA5857
 AA5857.Superseded values are not recommended for survey control.
 AA5857
 AA5857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5857.See file dsdata.pdf to determine how the superseded data were derived.
 AA5857
 AA5857_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5857_STAMPING: 63216 1993
 AA5857_MARK LOGO: MIDT
 AA5857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5857+STABILITY: SURFACE MOTION
 AA5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5857+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AA5857
 AA5857  HISTORY     - Date     Condition        Report By
 AA5857  HISTORY     - 1993     MONUMENTED       MIDT
 AA5857  HISTORY     - 20060321 GOOD             INDIV
 AA5857  HISTORY     - 20090303 MARK NOT FOUND   AHI
 AA5857
 AA5857                          STATION DESCRIPTION
 AA5857
 AA5857'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5857'STATION IS LOCATED IN QUAD 420833 ON THE SALEM QUADRANGLE MAP. IT IS
 AA5857'IN THE SOUTHWEST 1/4 OF SECTION 8, T-1-N, R-8-E, NOVI TOWNSHIP. ABOUT
 AA5857'4.0 MI (6.4 KM) EAST OF NEW HUDSON, 3.0 MI (4.8 KM) WEST OF NOVI, 1.7
 AA5857'MI (2.7 KM) SOUTH OF WIXOM AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO
 AA5857'REACH FROM THE INTERCHANGE OF INTERSTATE 96 WITH U.S. HIGHWAY 23 AT
 AA5857'BRIGHTON, GO EAST ALONG INTERSTATE 96 FOR 11.9 MI (19.2 KM) TO WIXOM
 AA5857'ROAD (EXIT 159) AND EXIT TO END OF RAMP AT WIXOM ROAD. TURN LEFT AND
 AA5857'GO NORTH ALONG WIXOM ROAD FOR 0.1 MI (0.2 KM) TO THE NORTHEAST CORNER
 AA5857'OF THE OVERPASS AND THE STATION ON THE RIGHT. STATION IS 202.0 FT
 AA5857'(61.6 M) SOUTH FROM THE INTERSECTION OF WIXOM ROAD AND WESTBOUND
 AA5857'INTERSTATE 96 RAMPS, 3.3 FT (1.0 M) EAST FROM THE EAST WIXOM ROAD
 AA5857'BRIDGE GAURDRAIL, 2.3 FT (0.7 M) NORTHEASTERLY FROM THE NORTHEAST
 AA5857'ABUTMENT CORNER OF THE WIXOM ROAD BRIDGE, AND 3.1 FT (0.9 M) WEST FROM
 AA5857'A METAL WITNESS POST WITH SIGN.
 AA5857
 AA5857                          STATION RECOVERY (2006)
 AA5857
 AA5857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5857'FOUND IN GOOD CONDITION AS DESCRIBED
 AA5857
 AA5857                          STATION RECOVERY (2009)
 AA5857
 AA5857'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 AA5857'THE MARK APPEARS TO HAVE BEEN DESTROYED DURING THE I-96 AND WIXOM ROAD
 AA5857'INTERCHANGE RECONSTUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5863 ***********************************************************************
 AA5863  DESIGNATION -  63217
 AA5863  PID         -  AA5863
 AA5863  STATE/COUNTY-  MI/OAKLAND
 AA5863  COUNTRY     -  US
 AA5863  USGS QUAD   -  MILFORD (2017)
 AA5863
 AA5863                         *CURRENT SURVEY CONTROL
 AA5863  ______________________________________________________________________
 AA5863* NAD 83(2011) POSITION- 42 30 47.18795(N) 083 35 45.36677(W)   ADJUSTED
 AA5863* NAD 83(2011) ELLIP HT-   261.817 (meters)        (06/27/12)   ADJUSTED
 AA5863* NAD 83(2011) EPOCH   -  2010.00
 AA5863* NAVD 88 ORTHO HEIGHT -   295.4   (meters)      969.    (feet) GPS OBS
 AA5863  ______________________________________________________________________
 AA5863  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5863  GEOID HEIGHT    -         -33.52 (meters)                     GEOID93
 AA5863  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 AA5863  NAD 83(2011) X  -    525,224.206 (meters)                     COMP
 AA5863  NAD 83(2011) Y  - -4,679,482.350 (meters)                     COMP
 AA5863  NAD 83(2011) Z  -  4,287,965.056 (meters)                     COMP
 AA5863  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 AA5863
 AA5863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5863  Standards:
 AA5863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5863  -------------------------------------------------------------------
 AA5863  NETWORK    0.57   0.80           0.25   0.21   0.41      0.16419488
 AA5863  -------------------------------------------------------------------
 AA5863  Click here for local accuracies and other accuracy information.
 AA5863
 AA5863.The horizontal coordinates were established by GPS observations
 AA5863.and adjusted by the National Geodetic Survey in June 2012.
 AA5863
 AA5863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5863.been affixed to the stable North American tectonic plate. See 
 AA5863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5863
 AA5863.The horizontal coordinates are valid at the epoch date displayed above
 AA5863.which is a decimal equivalence of Year/Month/Day.
 AA5863
 AA5863.The orthometric height was determined by GPS observations and a
 AA5863.high-resolution geoid model.
 AA5863
 AA5863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5863.GEOID18 height accuracy estimate available here.
 AA5863
 AA5863.Click photographs - Photos may exist for this station.
 AA5863
 AA5863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5863
 AA5863.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5863
 AA5863.The ellipsoidal height was determined by GPS observations
 AA5863.and is referenced to NAD 83.
 AA5863
 AA5863. The following values were computed from the NAD 83(2011) position.
 AA5863
 AA5863;                    North         East     Units Scale Factor Converg.
 AA5863;SPC MI S     -   112,823.311 4,063,334.673   MT  0.99992782   +0 31 28.2
 AA5863;SPC MI S     -   370,155.22 13,331,150.50   iFT  0.99992782   +0 31 28.2
 AA5863;UTM  17      - 4,710,014.413   286,740.151   MT  1.00015959   -1 45 17.6
 AA5863
 AA5863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5863!SPC MI S     -   0.99995894  x   0.99992782  =   0.99988676
 AA5863!UTM  17      -   0.99995894  x   1.00015959  =   1.00011852
 AA5863
 AA5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8674010014(NAD 83)
 AA5863
 AA5863                          SUPERSEDED SURVEY CONTROL
 AA5863
 AA5863  NAD 83(2007)-  42 30 47.18801(N)    083 35 45.36741(W) AD(2002.00) 0
 AA5863  ELLIP H (02/10/07)  261.814  (m)                       GP(2002.00)    
 AA5863  ELLIP H (07/12/02)  261.832  (m)                       GP(       ) 4 1
 AA5863  NAD 83(1994)-  42 30 47.18798(N)    083 35 45.36683(W) AD(       ) 1
 AA5863  ELLIP H (02/03/97)  261.903  (m)                       GP(       ) 4 1
 AA5863  NAD 83(1986)-  42 30 47.19131(N)    083 35 45.39462(W) AD(       ) 1
 AA5863
 AA5863.Superseded values are not recommended for survey control.
 AA5863
 AA5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5863.See file dsdata.pdf to determine how the superseded data were derived.
 AA5863
 AA5863_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5863_STAMPING: 63217 1993
 AA5863_MARK LOGO: MIDT
 AA5863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5863+STABILITY: SURFACE MOTION
 AA5863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5863+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5863
 AA5863  HISTORY     - Date     Condition        Report By
 AA5863  HISTORY     - 1993     MONUMENTED       MIDT
 AA5863  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 AA5863
 AA5863                          STATION DESCRIPTION
 AA5863
 AA5863'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5863'STATION IS LOCATED IN QUAD 420834 ON THE MILFORD QUADRANGLE MAP. IT IS
 AA5863'IN THE SOUTHEAST 1/4 OF SECTION 2, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 AA5863'5.6 MI (9.0 KM) SOUTH OF MILFORD, 3.0 MI (4.8 KM) WESTERLY OF WIXOM,
 AA5863'1.0 MI (1.6 KM) EAST OF NEW HUDSON AND ON HIGHWAY RIGHT-OF-WAY. TO
 AA5863'REACH FROM THE INTERCHANGE OF INTERSTATE 96 AND U.S. HIGHWAY 23 GO
 AA5863'EAST ALONG INTERSTATE 96 FOR 8.6 MI (13.8 KM) TO THE STATION ON THE
 AA5863'RIGHT, JUST BEYOND THE SOUTH HILL ROAD OVERPASS. STATION IS 43.0 FT
 AA5863'(13.1 M) EASTERLY FROM THE SOUTHEAST BRIDGE PIER OF SOUTH HILL ROAD
 AA5863'OVERPASS, 41.0 FT (12.5 M) NORTHWESTERLY FROM THE WEST CORNER OF A
 AA5863'CULVERT WALL, 8.0 FT (2.4 M) SOUTH FROM THE SOUTH EDGE OF THE
 AA5863'EASTBOUND INTERSTATE 96 PAVEMENT, AND 3.0 FT (0.9 M) NORTH FROM A
 AA5863'METAL WITNESS POST WITH SIGN.
 AA5863
 AA5863                          STATION RECOVERY (2006)
 AA5863
 AA5863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5863'DESTROYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5858 ***********************************************************************
 AA5858  DESIGNATION -  63218
 AA5858  PID         -  AA5858
 AA5858  STATE/COUNTY-  MI/OAKLAND
 AA5858  COUNTRY     -  US
 AA5858  USGS QUAD   -  KENT LAKE (2017)
 AA5858
 AA5858                         *CURRENT SURVEY CONTROL
 AA5858  ______________________________________________________________________
 AA5858* NAD 83(2011) POSITION- 42 31 01.54728(N) 083 39 51.93716(W)   ADJUSTED
 AA5858* NAD 83(2011) ELLIP HT-   244.435 (meters)        (06/27/12)   ADJUSTED
 AA5858* NAD 83(2011) EPOCH   -  2010.00
 AA5858* NAVD 88 ORTHO HEIGHT -   277.952 (meters)      911.91  (feet) ADJUSTED
 AA5858  ______________________________________________________________________
 AA5858  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 AA5858  NAD 83(2011) X  -    519,595.489 (meters)                     COMP
 AA5858  NAD 83(2011) Y  - -4,679,796.521 (meters)                     COMP
 AA5858  NAD 83(2011) Z  -  4,288,279.915 (meters)                     COMP
 AA5858  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 AA5858  DYNAMIC HEIGHT  -        277.873 (meters)      911.66  (feet) COMP
 AA5858  MODELED GRAVITY -    980,328.2   (mgal)                       NAVD 88
 AA5858
 AA5858  VERT ORDER      -  FIRST     CLASS II
 AA5858
 AA5858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5858  Standards:
 AA5858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5858  -------------------------------------------------------------------
 AA5858  NETWORK    0.67   0.94           0.29   0.25   0.48      0.16417138
 AA5858  -------------------------------------------------------------------
 AA5858  Click here for local accuracies and other accuracy information.
 AA5858
 AA5858.The horizontal coordinates were established by GPS observations
 AA5858.and adjusted by the National Geodetic Survey in June 2012.
 AA5858
 AA5858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5858.been affixed to the stable North American tectonic plate. See 
 AA5858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5858
 AA5858.The horizontal coordinates are valid at the epoch date displayed above
 AA5858.which is a decimal equivalence of Year/Month/Day.
 AA5858
 AA5858.The orthometric height was determined by differential leveling and
 AA5858.adjusted by the NATIONAL GEODETIC SURVEY
 AA5858.in October 2009.
 AA5858
 AA5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5858.GEOID18 height accuracy estimate available here.
 AA5858
 AA5858.Click photographs - Photos may exist for this station.
 AA5858
 AA5858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5858
 AA5858.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5858
 AA5858.The ellipsoidal height was determined by GPS observations
 AA5858.and is referenced to NAD 83.
 AA5858
 AA5858.The dynamic height is computed by dividing the NAVD 88
 AA5858.geopotential number by the normal gravity value computed on the
 AA5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5858.degrees latitude (g = 980.6199 gals.).
 AA5858
 AA5858.The modeled gravity was interpolated from observed gravity values.
 AA5858
 AA5858. The following values were computed from the NAD 83(2011) position.
 AA5858
 AA5858;                    North         East     Units Scale Factor Converg.
 AA5858;SPC MI S     -   113,217.108 4,057,702.820   MT  0.99992738   +0 28 40.4
 AA5858;SPC MI S     -   371,447.20 13,312,673.29   iFT  0.99992738   +0 28 40.4
 AA5858;UTM  17      - 4,710,632.036   281,127.029   MT  1.00018944   -1 48 04.9
 AA5858
 AA5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5858!SPC MI S     -   0.99996167  x   0.99992738  =   0.99988905
 AA5858!UTM  17      -   0.99996167  x   1.00018944  =   1.00015110
 AA5858
 AA5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8112710632(NAD 83)
 AA5858
 AA5858                          SUPERSEDED SURVEY CONTROL
 AA5858
 AA5858  NAD 83(2007)-  42 31 01.54732(N)    083 39 51.93753(W) AD(2002.00) 0
 AA5858  ELLIP H (02/10/07)  244.434  (m)                       GP(2002.00)    
 AA5858  ELLIP H (07/12/02)  244.454  (m)                       GP(       ) 4 1
 AA5858  NAD 83(1994)-  42 31 01.54723(N)    083 39 51.93697(W) AD(       ) 1
 AA5858  ELLIP H (02/03/97)  244.521  (m)                       GP(       ) 4 1
 AA5858  NAD 83(1986)-  42 31 01.55061(N)    083 39 51.96476(W) AD(       ) 1
 AA5858  NAVD 88 (06/12/95)  278.0    (m)  GEOID93  model used  GPS OBS        
 AA5858
 AA5858.Superseded values are not recommended for survey control.
 AA5858
 AA5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5858.See file dsdata.pdf to determine how the superseded data were derived.
 AA5858
 AA5858_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5858_STAMPING: 63218 1993
 AA5858_MARK LOGO: MIDT
 AA5858_PROJECTION: FLUSH
 AA5858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5858+STABILITY: SURFACE MOTION
 AA5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5858+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AA5858
 AA5858  HISTORY     - Date     Condition        Report By
 AA5858  HISTORY     - 1993     MONUMENTED       MIDT
 AA5858  HISTORY     - 20050125 GOOD             ADVGEO
 AA5858  HISTORY     - 20060320 GOOD             INDIV
 AA5858  HISTORY     - 20080328 GOOD             COLEM
 AA5858  HISTORY     - 20200728 GOOD             SPICE
 AA5858
 AA5858                          STATION DESCRIPTION
 AA5858
 AA5858'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5858'STATION IS LOCATED IN QUAD 420834 ON THE KENT LAKE QUADRANGLE MAP. IT
 AA5858'IS IN THE NORTHWEST 1/4 SECTION 6, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 AA5858'6.0 MI (9.7 KM) EAST OF BRIGHTON, 3.8 MI (6.1 KM) NORTHWESTERLY OF
 AA5858'SOUTH LYON, 2.5 MI (4.0 KM) WEST OF NEW HUDSON AND ON HIGHWAY
 AA5858'RIGHT-OF-WAY PROPERTY. TO REACH FROM THE INTERCHANGE OF INTERSTATE 96
 AA5858'WITH KENT LAKE ROAD GO WEST ALONG INTERSTATE 96 FOR 0.5 MI (0.8 KM) TO
 AA5858'JUST PAST THE KENSINGTON PARK FOOT BRIDGE AND THE STATION ON THE
 AA5858'RIGHT. STATION IS 70.8 FT (21.6 M) NORTH FROM THE INTERSTATE 96
 AA5858'WESTBOUND EDGE OF PAVEMENT, 42.7 FT (13.0 M) SOUTHEASTERLY FROM A
 AA5858'UTILITY POLE, 23.0 FT (7.0 M) WESTERLY FROM A FENCE CORNER AND 4.5 FT
 AA5858'(1.4 M) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 AA5858
 AA5858                          STATION RECOVERY (2005)
 AA5858
 AA5858'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (WFS)
 AA5858'POINT IS +-700' WEST OF KENSINGTON FOOT BRIDGE, +-14.3' SOUTH OF METAL
 AA5858'SURVEY MARKER SIGN, +-237' WEST OF E/W N/S FENCE LINE ANGLE POINT,
 AA5858'+-42.7' SOUTHEAST FROM SECOND POWER POLE WEST OF FENCE ANGLE POINT
 AA5858'GOING E/W.
 AA5858
 AA5858                          STATION RECOVERY (2006)
 AA5858
 AA5858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5858'FOUND IN GOOD CONDITION AS DESCRIBED
 AA5858
 AA5858                          STATION RECOVERY (2008)
 AA5858
 AA5858'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA5858'RECOVERED AS DESCRIBED.
 AA5858
 AA5858                          STATION RECOVERY (2020)
 AA5858
 AA5858'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (LH)
 AA5858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3083 ***********************************************************************
 AB3083  DESIGNATION -  63219
 AB3083  PID         -  AB3083
 AB3083  STATE/COUNTY-  MI/OAKLAND
 AB3083  COUNTRY     -  US
 AB3083  USGS QUAD   -  ORTONVILLE (2017)
 AB3083
 AB3083                         *CURRENT SURVEY CONTROL
 AB3083  ______________________________________________________________________
 AB3083* NAD 83(2011) POSITION- 42 51 52.30824(N) 083 27 49.53767(W)   ADJUSTED
 AB3083* NAD 83(2011) ELLIP HT-   252.136 (meters)        (06/27/12)   ADJUSTED
 AB3083* NAD 83(2011) EPOCH   -  2010.00
 AB3083* NAVD 88 ORTHO HEIGHT -   286.508 (meters)      939.99  (feet) ADJUSTED
 AB3083  ______________________________________________________________________
 AB3083  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 AB3083  NAD 83(2011) X  -    533,003.931 (meters)                     COMP
 AB3083  NAD 83(2011) Y  - -4,651,953.596 (meters)                     COMP
 AB3083  NAD 83(2011) Z  -  4,316,654.614 (meters)                     COMP
 AB3083  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 AB3083  DYNAMIC HEIGHT  -        286.421 (meters)      939.70  (feet) COMP
 AB3083  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 AB3083
 AB3083  VERT ORDER      -  SECOND    CLASS I
 AB3083
 AB3083  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3083  Standards:
 AB3083         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3083            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3083  -------------------------------------------------------------------
 AB3083  NETWORK    1.18   2.25           0.52   0.44   1.15      0.00671689
 AB3083  -------------------------------------------------------------------
 AB3083  Click here for local accuracies and other accuracy information.
 AB3083
 AB3083.The horizontal coordinates were established by GPS observations
 AB3083.and adjusted by the National Geodetic Survey in June 2012.
 AB3083
 AB3083.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3083.been affixed to the stable North American tectonic plate. See 
 AB3083.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3083
 AB3083.The horizontal coordinates are valid at the epoch date displayed above
 AB3083.which is a decimal equivalence of Year/Month/Day.
 AB3083
 AB3083.The orthometric height was determined by differential leveling and
 AB3083.adjusted by the NATIONAL GEODETIC SURVEY
 AB3083.in July 2007.
 AB3083
 AB3083.No vertical observational check was made to the station.
 AB3083
 AB3083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3083.GEOID18 height accuracy estimate available here.
 AB3083
 AB3083.Click photographs - Photos may exist for this station.
 AB3083
 AB3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3083
 AB3083.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3083
 AB3083.The ellipsoidal height was determined by GPS observations
 AB3083.and is referenced to NAD 83.
 AB3083
 AB3083.The dynamic height is computed by dividing the NAVD 88
 AB3083.geopotential number by the normal gravity value computed on the
 AB3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3083.degrees latitude (g = 980.6199 gals.).
 AB3083
 AB3083.The modeled gravity was interpolated from observed gravity values.
 AB3083
 AB3083. The following values were computed from the NAD 83(2011) position.
 AB3083
 AB3083;                    North         East     Units Scale Factor Converg.
 AB3083;SPC MI S     -   151,964.010 4,073,777.103   MT  0.99990694   +0 36 52.0
 AB3083;SPC MI S     -   498,569.59 13,365,410.44   iFT  0.99990694   +0 36 52.0
 AB3083;UTM  17      - 4,748,715.879   298,737.610   MT  1.00009835   -1 40 35.7
 AB3083
 AB3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3083!SPC MI S     -   0.99996046  x   0.99990694  =   0.99986740
 AB3083!UTM  17      -   0.99996046  x   1.00009835  =   1.00005881
 AB3083
 AB3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9873748715(NAD 83)
 AB3083
 AB3083                          SUPERSEDED SURVEY CONTROL
 AB3083
 AB3083  NAD 83(2007)-  42 51 52.30827(N)    083 27 49.53877(W) AD(2002.00) 0
 AB3083  ELLIP H (02/10/07)  252.150  (m)                       GP(2002.00)    
 AB3083  ELLIP H (07/12/02)  252.172  (m)                       GP(       ) 4 1
 AB3083  NAD 83(1994)-  42 51 52.30831(N)    083 27 49.53543(W) AD(       ) 1
 AB3083  NAD 83(1994)-  42 51 52.30829(N)    083 27 49.53531(W) AD(       ) 1
 AB3083  ELLIP H (05/02/96)  252.146  (m)                       GP(       ) 1 1
 AB3083  NAVD 88             286.43   (m)          939.7    (f) LEVELING    3  
 AB3083
 AB3083.Superseded values are not recommended for survey control.
 AB3083
 AB3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3083.See file dsdata.pdf to determine how the superseded data were derived.
 AB3083
 AB3083_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3083_STAMPING: 63219 1994
 AB3083_MARK LOGO: MIDT
 AB3083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3083+STABILITY: SURFACE MOTION
 AB3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3083+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AB3083
 AB3083  HISTORY     - Date     Condition        Report By
 AB3083  HISTORY     - 1994     MONUMENTED       MIDT
 AB3083  HISTORY     - 20060314 GOOD             INDIV
 AB3083  HISTORY     - 20060510 GOOD             MIDT
 AB3083
 AB3083                          STATION DESCRIPTION
 AB3083
 AB3083'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3083'STATION IS LOCATED IN QUAD 420831 ON THE ORTONVILLE QUADRANGLE MAP. IT
 AB3083'IS IN THE SOUTHWEST 1/4 SECTION 1, T-5-N, R-8-E, GROVELAND TOWNSHIP.
 AB3083'ABOUT 11.5 MI (18.5 KM) SOUTH OF DAVISON, 9.0 MI (14.5 KM) NORTHEAST
 AB3083'OF HOLLY, 1.0 MI (1.6 KM) NORTHWEST OF ORTONVILLE, AND ON HIGHWAY
 AB3083'RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-15 AND SOUTH STREET AT
 AB3083'THE SOUTHWEST CORNER OF ORTONVILLE, GO NORTH ALONG HIGHWAY M-15 FOR
 AB3083'0.6 MI (1.0 KM) TO A TRAFFIC LIGHT AT MILL STREET ON THE RIGHT AND
 AB3083'GRANGE HALL ROAD ON THE LEFT.  CONTINUE NORTH ALONG HIGHWAY M-15 FOR
 AB3083'1.0 MI (1.6 KM) TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS
 AB3083'82.7 FT (25.2 M) EASTERLY FROM THE SOUTHEAST CORNER OF HOUSE NUMBER
 AB3083'1027, 77.5 FT (23.6 M) SOUTH FROM CENTER DRIVE TO HOUSE NUMBER 1027,
 AB3083'62.5 FT (19.1 M) NORTH FROM CENTER OF DRIVE OF HOUSE TO THE SOUTH, AND
 AB3083'38.0 FT (11.6 M) WEST FROM CENTER OF STATE HIGHWAY M-15.
 AB3083
 AB3083                          STATION RECOVERY (2006)
 AB3083
 AB3083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3083'FOUND IN GOOD CONDITION AS DESCRIBED
 AB3083
 AB3083                          STATION RECOVERY (2006)
 AB3083
 AB3083'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AB3083'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3084 ***********************************************************************
 AB3084  DESIGNATION -  63220
 AB3084  PID         -  AB3084
 AB3084  STATE/COUNTY-  MI/OAKLAND
 AB3084  COUNTRY     -  US
 AB3084  USGS QUAD   -  ORTONVILLE (2017)
 AB3084
 AB3084                         *CURRENT SURVEY CONTROL
 AB3084  ______________________________________________________________________
 AB3084* NAD 83(2011) POSITION- 42 52 27.42162(N) 083 28 15.54629(W)   ADJUSTED
 AB3084* NAD 83(2011) ELLIP HT-   248.831 (meters)        (06/27/12)   ADJUSTED
 AB3084* NAD 83(2011) EPOCH   -  2010.00
 AB3084* NAVD 88 ORTHO HEIGHT -   283.12  (meters)      928.9   (feet) LEVELING
 AB3084  ______________________________________________________________________
 AB3084  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 AB3084  NAD 83(2011) X  -    532,333.247 (meters)                     COMP
 AB3084  NAD 83(2011) Y  - -4,651,285.947 (meters)                     COMP
 AB3084  NAD 83(2011) Z  -  4,317,446.531 (meters)                     COMP
 AB3084  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 AB3084  VERT ORDER      -  THIRD ?
 AB3084
 AB3084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3084  Standards:
 AB3084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3084  -------------------------------------------------------------------
 AB3084  NETWORK    1.22   2.29           0.54   0.45   1.17      0.00060350
 AB3084  -------------------------------------------------------------------
 AB3084  Click here for local accuracies and other accuracy information.
 AB3084
 AB3084.The horizontal coordinates were established by GPS observations
 AB3084.and adjusted by the National Geodetic Survey in June 2012.
 AB3084
 AB3084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3084.been affixed to the stable North American tectonic plate. See 
 AB3084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3084
 AB3084.The horizontal coordinates are valid at the epoch date displayed above
 AB3084.which is a decimal equivalence of Year/Month/Day.
 AB3084
 AB3084.The orthometric height was determined by differential leveling.
 AB3084.The vertical network tie was performed by a horz. field party for horz.
 AB3084.obs reductions. Reset procedures were used to establish the elevation.
 AB3084
 AB3084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3084.GEOID18 height accuracy estimate available here.
 AB3084
 AB3084.Click photographs - Photos may exist for this station.
 AB3084
 AB3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3084
 AB3084.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3084
 AB3084.The ellipsoidal height was determined by GPS observations
 AB3084.and is referenced to NAD 83.
 AB3084
 AB3084. The following values were computed from the NAD 83(2011) position.
 AB3084
 AB3084;                    North         East     Units Scale Factor Converg.
 AB3084;SPC MI S     -   153,041.085 4,073,175.271   MT  0.99990690   +0 36 34.3
 AB3084;SPC MI S     -   502,103.30 13,363,435.93   iFT  0.99990690   +0 36 34.3
 AB3084;UTM  17      - 4,749,816.365   298,179.211   MT  1.00010112   -1 40 54.5
 AB3084
 AB3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3084!SPC MI S     -   0.99996098  x   0.99990690  =   0.99986788
 AB3084!UTM  17      -   0.99996098  x   1.00010112  =   1.00006209
 AB3084
 AB3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9817949816(NAD 83)
 AB3084
 AB3084                          SUPERSEDED SURVEY CONTROL
 AB3084
 AB3084  NAD 83(2007)-  42 52 27.42164(N)    083 28 15.54739(W) AD(2002.00) 0
 AB3084  ELLIP H (02/10/07)  248.844  (m)                       GP(2002.00)    
 AB3084  ELLIP H (07/12/02)  248.870  (m)                       GP(       ) 4 1
 AB3084  NAD 83(1994)-  42 52 27.42162(N)    083 28 15.54360(W) AD(       ) 1
 AB3084  NAD 83(1994)-  42 52 27.42160(N)    083 28 15.54348(W) AD(       ) 1
 AB3084  ELLIP H (05/02/96)  248.839  (m)                       GP(       ) 1 1
 AB3084
 AB3084.Superseded values are not recommended for survey control.
 AB3084
 AB3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3084.See file dsdata.pdf to determine how the superseded data were derived.
 AB3084
 AB3084_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3084_STAMPING: 63220 1994
 AB3084_MARK LOGO: MIDT
 AB3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3084+STABILITY: SURFACE MOTION
 AB3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3084+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 AB3084
 AB3084  HISTORY     - Date     Condition        Report By
 AB3084  HISTORY     - 1994     MONUMENTED       MIDT
 AB3084  HISTORY     - 20060314 GOOD             INDIV
 AB3084
 AB3084                          STATION DESCRIPTION
 AB3084
 AB3084'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3084'STATION IS LOCATED IN QUAD 420831 ON THE ORTONVILLE QUADRANGLE MAP. IT
 AB3084'IS IN THE NORTHWEST 1/4 OF SECTION 1, T-5-N, R-8-E, GROVELAND
 AB3084'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF DAVISON, 9.0 MI (14.5 KM)
 AB3084'NORTHEAST OF HOLLY, 2.0 MI (3.2 KM) NORTHWEST OF ORTONVILLE, AND ON
 AB3084'HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-15 AND SOUTH
 AB3084'STREET AT THE SOUTHWEST CORNER OF ORTONVILLE, GO NORTH ALONG HIGHWAY
 AB3084'M-15 FOR 0.6 MI (1.0 KM) TO MILL STREET ON THE RIGHT AND GRANGE HALL
 AB3084'ROAD ON THE LEFT (TRAFFIC LIGHT) .  CONTINUE NORTH ALONG HIGHWAY M-15
 AB3084'FOR 1.8 MI (2.9 KM) TO STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB3084'145.1 FT (44.2 M) NORTHERLY FROM CONSUMERS POWER EXHAUST STANDPIPE FOR
 AB3084'GAS LINE, 57.1 FT (17.4 M) NORTHEAST FROM A UTILITY POLE, 52.9 FT
 AB3084'(16.1 M) SOUTH FROM THE CENTER OF GRAVEL DRIVE TO HOUSE NUMBER 1565
 AB3084'HIGHWAY M-15, 29.9 FT (9.1 M) WEST FROM THE CENTER OF HIGHWAY M-15,
 AB3084'AND 3.0 FT (0.9 M) EAST FROM A WITNESS POST.
 AB3084
 AB3084                          STATION RECOVERY (2006)
 AB3084
 AB3084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3084'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0020 ***********************************************************************
 RJ0020  DESIGNATION -  635
 RJ0020  PID         -  RJ0020
 RJ0020  STATE/COUNTY-  MI/CHIPPEWA
 RJ0020  COUNTRY     -  US
 RJ0020  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0020
 RJ0020                         *CURRENT SURVEY CONTROL
 RJ0020  ______________________________________________________________________
 RJ0020* NAD 83(1986) POSITION- 46 30 46.     (N) 084 21 36.     (W)   SCALED
 RJ0020* NAVD 88 ORTHO HEIGHT -   188.562 (meters)      618.64  (feet) ADJUSTED
 RJ0020  ______________________________________________________________________
 RJ0020  GEOID HEIGHT    -        -36.634 (meters)                     GEOID18
 RJ0020  DYNAMIC HEIGHT  -        188.573 (meters)      618.68  (feet) COMP
 RJ0020  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 RJ0020
 RJ0020  VERT ORDER      -  FIRST     CLASS 0
 RJ0020
 RJ0020.The horizontal coordinates were scaled from a map and have
 RJ0020.an estimated accuracy of +/- 6 seconds.
 RJ0020
 RJ0020.The orthometric height was determined by differential leveling and
 RJ0020.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0020.in June 1991.
 RJ0020
 RJ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0020.GEOID18 height accuracy estimate available here.
 RJ0020
 RJ0020.Click photographs - Photos may exist for this station.
 RJ0020
 RJ0020.The dynamic height is computed by dividing the NAVD 88
 RJ0020.geopotential number by the normal gravity value computed on the
 RJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0020.degrees latitude (g = 980.6199 gals.).
 RJ0020
 RJ0020.The modeled gravity was interpolated from observed gravity values.
 RJ0020
 RJ0020;                    North         East    Units  Estimated Accuracy
 RJ0020;SPC MI N     -   195,590.    8,202,550.      MT  (+/- 180 meters Scaled)
 RJ0020
 RJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS025544(NAD 83)
 RJ0020
 RJ0020                          SUPERSEDED SURVEY CONTROL
 RJ0020
 RJ0020.No superseded survey control is available for this station.
 RJ0020
 RJ0020_MARKER: B = BOLT
 RJ0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0020_SP_SET: BRIDGE
 RJ0020_MARK LOGO: GSC
 RJ0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0020
 RJ0020  HISTORY     - Date     Condition        Report By
 RJ0020  HISTORY     - UNK      MONUMENTED       GSC
 RJ0020  HISTORY     - 1972     GOOD             USLS
 RJ0020  HISTORY     - 1983     GOOD             NGS
 RJ0020
 RJ0020                          STATION DESCRIPTION
 RJ0020
 RJ0020'DESCRIBED BY US LAKE SURVEY 1972
 RJ0020'AT SAULT STE MARIE.
 RJ0020'635-C.P.RY. SWING BRIDGE OVER CANADIAN SHIP CANAL.  SOUTH END OF EAST
 RJ0020'FACE OF EAST STONE RETAINING WALL AT SOUTH END OF BRIDGE, 1 FOOT
 RJ0020'FROM SOUTH END OF WALL AND IN FIRST COURSE BELOW COPING.  BOLT
 RJ0020'SET HORIZONTALLY.
 RJ0020
 RJ0020                          STATION RECOVERY (1983)
 RJ0020
 RJ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT SAULT STE.
 RJ0020'MARIE CANADA, AT THE CANADIAN PACIFIC RAILROAD SWING BRIDGE OVER
 RJ0020'CANADIAN SHIP CANAL, AT THE SOUTH END OF BRIDGE, A BOLT SET
 RJ0020'VERTICALLY, IN THE EAST FACE OF THE EAST STONE RETAINING WALL,
 RJ0020'0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF RETAINING WALL,
 RJ0020'3.7 METERS (12.0 FT) ABOVE SEAWALL.
 RJ0020'THE MARK IS 1.2 M BELOW RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6151 ***********************************************************************
 DI6151  DESIGNATION -  63600
 DI6151  PID         -  DI6151
 DI6151  STATE/COUNTY-  MI/OAKLAND
 DI6151  COUNTRY     -  US
 DI6151  USGS QUAD   -  THORNVILLE (2017)
 DI6151
 DI6151                         *CURRENT SURVEY CONTROL
 DI6151  ______________________________________________________________________
 DI6151* NAD 83(1986) POSITION- 42 53 17.     (N) 083 07 49.     (W)   SCALED
 DI6151* NAVD 88 ORTHO HEIGHT -   300.677 (meters)      986.47  (feet) ADJUSTED
 DI6151  ______________________________________________________________________
 DI6151  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 DI6151  DYNAMIC HEIGHT  -        300.587 (meters)      986.18  (feet) COMP
 DI6151  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 DI6151
 DI6151  VERT ORDER      -  SECOND    CLASS I
 DI6151
 DI6151.The horizontal coordinates were scaled from a map and have
 DI6151.an estimated accuracy of +/- 6 seconds.
 DI6151
 DI6151.The orthometric height was determined by differential leveling and
 DI6151.adjusted by the NATIONAL GEODETIC SURVEY
 DI6151.in July 2007.
 DI6151
 DI6151.No vertical observational check was made to the station.
 DI6151
 DI6151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6151.GEOID18 height accuracy estimate available here.
 DI6151
 DI6151.Click photographs - Photos may exist for this station.
 DI6151
 DI6151.The dynamic height is computed by dividing the NAVD 88
 DI6151.geopotential number by the normal gravity value computed on the
 DI6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6151.degrees latitude (g = 980.6199 gals.).
 DI6151
 DI6151.The modeled gravity was interpolated from observed gravity values.
 DI6151
 DI6151;                    North         East    Units  Estimated Accuracy
 DI6151;SPC MI S     -   154,920.    4,100,990.      MT  (+/- 180 meters Scaled)
 DI6151
 DI6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH260505(NAD 83)
 DI6151
 DI6151                          SUPERSEDED SURVEY CONTROL
 DI6151
 DI6151.No superseded survey control is available for this station.
 DI6151
 DI6151_MARKER: DD = SURVEY DISK
 DI6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6151_STAMPING: 63600 2006
 DI6151_MARK LOGO: MIDT
 DI6151_PROJECTION: FLUSH
 DI6151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6151+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6151
 DI6151  HISTORY     - Date     Condition        Report By
 DI6151  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6151
 DI6151                          STATION DESCRIPTION
 DI6151
 DI6151'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6151'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) SOUTH OF DRYDEN,
 DI6151'4.8 MILES (7.72 KILOMETERS) SOUTHWEST OF ALMONT, AND 1.7 MILES (2.74
 DI6151'KILOMETERS) NORTH-NORTHEAST OF LEONARD, LOCATED SOUTH OF BORDMAN ROAD
 DI6151'AND BETWEEN THE EXTENDED CENTERLINE OF MCCOIN DRIVE AND ROCHESTER
 DI6151'ROAD.
 DI6151'
 DI6151'TO REACH THE STATION FROM THE JUNCTION OF BORDMAN ROAD WITH ROCHESTER
 DI6151'ROAD, GO EAST ON BORDMAN ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO THE
 DI6151'STATION THE RIGHT.
 DI6151'
 DI6151'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6151'DISK STAMPED 63600 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6151'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1097.3 METERS
 DI6151'(3600.0 FEET) EAST OF ROCHESTER ROAD, 15.2 METERS (50.0 FEET)
 DI6151'NORTHEAST OF A POWER POLE, 12.8 METERS (42.0 FEET) EAST OF THE
 DI6151'EXTENDED PRIVATE ENTRANCE--5335--, 4.7 METERS (15.5 FEET) SOUTH OF THE
 DI6151'CENTERLINE OF BORDMAN ROAD, AND 11 INCHES (28 CENTIMETERS) NORTH OF A
 DI6151'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6152 ***********************************************************************
 DI6152  DESIGNATION -  63601
 DI6152  PID         -  DI6152
 DI6152  STATE/COUNTY-  MI/OAKLAND
 DI6152  COUNTRY     -  US
 DI6152  USGS QUAD   -  THORNVILLE (2017)
 DI6152
 DI6152                         *CURRENT SURVEY CONTROL
 DI6152  ______________________________________________________________________
 DI6152* NAD 83(1986) POSITION- 42 52 30.     (N) 083 08 35.     (W)   SCALED
 DI6152* NAVD 88 ORTHO HEIGHT -   300.916 (meters)      987.26  (feet) ADJUSTED
 DI6152  ______________________________________________________________________
 DI6152  GEOID HEIGHT    -        -34.830 (meters)                     GEOID18
 DI6152  DYNAMIC HEIGHT  -        300.824 (meters)      986.95  (feet) COMP
 DI6152  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 DI6152
 DI6152  VERT ORDER      -  SECOND    CLASS I
 DI6152
 DI6152.The horizontal coordinates were scaled from a map and have
 DI6152.an estimated accuracy of +/- 6 seconds.
 DI6152
 DI6152.The orthometric height was determined by differential leveling and
 DI6152.adjusted by the NATIONAL GEODETIC SURVEY
 DI6152.in July 2007.
 DI6152
 DI6152.No vertical observational check was made to the station.
 DI6152
 DI6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6152.GEOID18 height accuracy estimate available here.
 DI6152
 DI6152.Click photographs - Photos may exist for this station.
 DI6152
 DI6152.The dynamic height is computed by dividing the NAVD 88
 DI6152.geopotential number by the normal gravity value computed on the
 DI6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6152.degrees latitude (g = 980.6199 gals.).
 DI6152
 DI6152.The modeled gravity was interpolated from observed gravity values.
 DI6152
 DI6152;                    North         East    Units  Estimated Accuracy
 DI6152;SPC MI S     -   153,460.    4,099,960.      MT  (+/- 180 meters Scaled)
 DI6152
 DI6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH249491(NAD 83)
 DI6152
 DI6152                          SUPERSEDED SURVEY CONTROL
 DI6152
 DI6152.No superseded survey control is available for this station.
 DI6152
 DI6152_MARKER: DD = SURVEY DISK
 DI6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6152_STAMPING: 63601 2006
 DI6152_MARK LOGO: MIDT
 DI6152_PROJECTION: FLUSH
 DI6152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6152+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6152
 DI6152  HISTORY     - Date     Condition        Report By
 DI6152  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6152
 DI6152                          STATION DESCRIPTION
 DI6152
 DI6152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6152'THE STATION IS LOCATED 4.9 MILES (7.89 KILOMETERS) SOUTH-SOUTHWEST OF
 DI6152'DRYDEN, 0.8 MILES (1.29 KILOMETERS) NORTH OF LEONARD, AND 3.8 MILES
 DI6152'(6.12 KILOMETERS) NORTH-NORTHEAST OF LAKEVILLE, LOCATED EAST OF
 DI6152'ROCHESTER ROAD AND BETWEEN EXTENDED HOWARD LAKE ROAD AND GERST ROAD.
 DI6152'TO REACH THE STATION FROM THE JUNCTION OF BORDMAN ROAD WITH ROCHESTER
 DI6152'ROAD, GO SOUTH ON ROCHESTER ROAD FOR 0.9 MILES (1.45 KILOMETERS) TO
 DI6152'THE STATION ON THE LEFT.
 DI6152'
 DI6152'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6152'DISK STAMPED 63601 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6152'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 243.8 METERS
 DI6152'(800.0 FEET) NORTH OF GERST ROAD, 103.6 METERS (340.0 FEET) SOUTH OF
 DI6152'PRIVATE ENTRANCE--5200--, 30.9 METERS (101.4 FEET) NORTHWEST OF A
 DI6152'POWER POLE, 5.8 METERS (19.1 FEET) EAST OF THE CENTERLINE OF ROCHESTER
 DI6152'ROAD, AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6153 ***********************************************************************
 DI6153  DESIGNATION -  63602
 DI6153  PID         -  DI6153
 DI6153  STATE/COUNTY-  MI/OAKLAND
 DI6153  COUNTRY     -  US
 DI6153  USGS QUAD   -  LAKE ORION (2017)
 DI6153
 DI6153                         *CURRENT SURVEY CONTROL
 DI6153  ______________________________________________________________________
 DI6153* NAD 83(1986) POSITION- 42 51 52.     (N) 083 09 41.     (W)   SCALED
 DI6153* NAVD 88 ORTHO HEIGHT -   307.741 (meters)     1009.65  (feet) ADJUSTED
 DI6153  ______________________________________________________________________
 DI6153  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 DI6153  DYNAMIC HEIGHT  -        307.646 (meters)     1009.34  (feet) COMP
 DI6153  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 DI6153
 DI6153  VERT ORDER      -  SECOND    CLASS I
 DI6153
 DI6153.The horizontal coordinates were scaled from a map and have
 DI6153.an estimated accuracy of +/- 6 seconds.
 DI6153
 DI6153.The orthometric height was determined by differential leveling and
 DI6153.adjusted by the NATIONAL GEODETIC SURVEY
 DI6153.in July 2007.
 DI6153
 DI6153.No vertical observational check was made to the station.
 DI6153
 DI6153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6153.GEOID18 height accuracy estimate available here.
 DI6153
 DI6153.Click photographs - Photos may exist for this station.
 DI6153
 DI6153.The dynamic height is computed by dividing the NAVD 88
 DI6153.geopotential number by the normal gravity value computed on the
 DI6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6153.degrees latitude (g = 980.6199 gals.).
 DI6153
 DI6153.The modeled gravity was interpolated from observed gravity values.
 DI6153
 DI6153;                    North         East    Units  Estimated Accuracy
 DI6153;SPC MI S     -   152,260.    4,098,480.      MT  (+/- 180 meters Scaled)
 DI6153
 DI6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH234480(NAD 83)
 DI6153
 DI6153                          SUPERSEDED SURVEY CONTROL
 DI6153
 DI6153.No superseded survey control is available for this station.
 DI6153
 DI6153_MARKER: DD = SURVEY DISK
 DI6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6153_STAMPING: 63602 2006
 DI6153_MARK LOGO: MIDT
 DI6153_PROJECTION: FLUSH
 DI6153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6153+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DI6153
 DI6153  HISTORY     - Date     Condition        Report By
 DI6153  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6153  HISTORY     - 20250728 GOOD             MIDT
 DI6153
 DI6153                          STATION DESCRIPTION
 DI6153
 DI6153'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6153'THE STATION IS LOCATED 0.9 MILES (1.45 KILOMETERS) WEST OF LEONARD,
 DI6153'3.1 MILES (4.99 KILOMETERS) NORTH-NORTHWEST OF LAKEVILLE, AND 6.0
 DI6153'MILES (9.66 KILOMETERS) SOUTH-SOUTHWEST OF DRYDEN, IN THE SOUTHEAST
 DI6153'QUADRANT OF THE INTERSECTION OF HAVEN ROAD WITH WEST LEONARD ROAD.
 DI6153'TO REACH THE STATION FROM THE JUNCTION OF ROCHESTER ROAD WITH WEST
 DI6153'LEONARD ROAD, GO WEST ON WEST LEONARD ROAD FOR 1.0 MILE (1.61
 DI6153'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6153'
 DI6153'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6153'DISK STAMPED 63602 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6153'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DI6153'(200.0 FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--4480--, 25.6
 DI6153'METERS (84.0 FEET) SOUTH OF THE CENTERLINE OF WEST LEONARD ROAD, 13.1
 DI6153'METERS (43.0 FEET) SOUTH OF A STOP SIGN, 5.2 METERS (17.2 FEET) EAST
 DI6153'OF THE CENTERLINE OF HAVEN ROAD, AND 11 INCHES (28 CENTIMETERS) WEST
 DI6153'OF A CARSONITE WITNESS POST.
 DI6153
 DI6153                          STATION RECOVERY (2025)
 DI6153
 DI6153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6154 ***********************************************************************
 DI6154  DESIGNATION -  63603
 DI6154  PID         -  DI6154
 DI6154  STATE/COUNTY-  MI/OAKLAND
 DI6154  COUNTRY     -  US
 DI6154  USGS QUAD   -  LAKE ORION (2017)
 DI6154
 DI6154                         *CURRENT SURVEY CONTROL
 DI6154  ______________________________________________________________________
 DI6154* NAD 83(2011) POSITION- 42 52 12.41752(N) 083 10 59.95615(W)   ADJUSTED
 DI6154* NAD 83(2011) ELLIP HT-   296.444 (meters)        (06/27/12)   ADJUSTED
 DI6154* NAD 83(2011) EPOCH   -  2010.00
 DI6154* NAVD 88 ORTHO HEIGHT -   331.226 (meters)     1086.70  (feet) ADJUSTED
 DI6154  ______________________________________________________________________
 DI6154  GEOID HEIGHT    -        -34.782 (meters)                     GEOID18
 DI6154  NAD 83(2011) X  -    555,720.603 (meters)                     COMP
 DI6154  NAD 83(2011) Y  - -4,648,902.104 (meters)                     COMP
 DI6154  NAD 83(2011) Z  -  4,317,139.589 (meters)                     COMP
 DI6154  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DI6154  DYNAMIC HEIGHT  -        331.124 (meters)     1086.36  (feet) COMP
 DI6154  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 DI6154
 DI6154  VERT ORDER      -  SECOND    CLASS I
 DI6154
 DI6154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6154  Standards:
 DI6154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6154  -------------------------------------------------------------------
 DI6154  NETWORK    0.31   0.49           0.14   0.11   0.25     -0.04082253
 DI6154  -------------------------------------------------------------------
 DI6154  Click here for local accuracies and other accuracy information.
 DI6154
 DI6154.The horizontal coordinates were established by GPS observations
 DI6154.and adjusted by the National Geodetic Survey in June 2012.
 DI6154
 DI6154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6154.been affixed to the stable North American tectonic plate. See 
 DI6154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6154
 DI6154.The horizontal coordinates are valid at the epoch date displayed above
 DI6154.which is a decimal equivalence of Year/Month/Day.
 DI6154
 DI6154.The orthometric height was determined by differential leveling and
 DI6154.adjusted by the NATIONAL GEODETIC SURVEY
 DI6154.in July 2007.
 DI6154
 DI6154.No vertical observational check was made to the station.
 DI6154
 DI6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6154.GEOID18 height accuracy estimate available here.
 DI6154
 DI6154.Click photographs - Photos may exist for this station.
 DI6154
 DI6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6154
 DI6154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6154
 DI6154.The ellipsoidal height was determined by GPS observations
 DI6154.and is referenced to NAD 83.
 DI6154
 DI6154.The dynamic height is computed by dividing the NAVD 88
 DI6154.geopotential number by the normal gravity value computed on the
 DI6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6154.degrees latitude (g = 980.6199 gals.).
 DI6154
 DI6154.The modeled gravity was interpolated from observed gravity values.
 DI6154
 DI6154. The following values were computed from the NAD 83(2011) position.
 DI6154
 DI6154;                    North         East     Units Scale Factor Converg.
 DI6154;SPC MI S     -   152,868.337 4,096,681.947   MT  0.99990691   +0 48 19.1
 DI6154;SPC MI S     -   501,536.54 13,440,557.57   iFT  0.99990691   +0 48 19.1
 DI6154;UTM  17      - 4,748,703.840   321,663.432   MT  0.99999128   -1 29 08.8
 DI6154
 DI6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6154!SPC MI S     -   0.99995351  x   0.99990691  =   0.99986043
 DI6154!UTM  17      -   0.99995351  x   0.99999128  =   0.99994479
 DI6154
 DI6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2166348703(NAD 83)
 DI6154
 DI6154                          SUPERSEDED SURVEY CONTROL
 DI6154
 DI6154  NAD 83(2007)-  42 52 12.41748(N)    083 10 59.95708(W) AD(2002.00) 1
 DI6154  ELLIP H (06/10/07)  296.445  (m)                       GP(2002.00) 4 1
 DI6154  NAVD 88             331.23   (m)         1086.7    (f) LEVELING    3  
 DI6154
 DI6154.Superseded values are not recommended for survey control.
 DI6154
 DI6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6154.See file dsdata.pdf to determine how the superseded data were derived.
 DI6154
 DI6154_MARKER: DD = SURVEY DISK
 DI6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6154_STAMPING: 63603 2006
 DI6154_MARK LOGO: MIDT
 DI6154_PROJECTION: FLUSH
 DI6154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6154+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6154
 DI6154  HISTORY     - Date     Condition        Report By
 DI6154  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6154  HISTORY     - 20210818 MARK NOT FOUND   MIDT
 DI6154
 DI6154                          STATION DESCRIPTION
 DI6154
 DI6154'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6154'THE STATION IS LOCATED 3.8 MILES (6.12 KILOMETERS) NORTHWEST OF
 DI6154'LAKEVILLE, 2.1 MILES (3.38 KILOMETERS) WEST-NORTHWEST OF LEONARD, 6.1
 DI6154'MILES (9.82 KILOMETERS) SOUTHWEST OF DRYDEN, IN THE SOUTHWEST QUADRANT
 DI6154'OF THE INTERSECTION OF LAKE GEORGE ROAD WITH OAKWOOD ROAD.    TO REACH
 DI6154'THE STATION FROM THE JUNCTION OF ROCHESTER ROAD WITH WEST LEONARD
 DI6154'ROAD, GO WEST ON WEST LEONARD ROAD FOR 2.1 MILES (3.38 KILOMETERS) TO
 DI6154'LAKE GEORGE ROAD, TURN RIGHT AND GO NORTH ON LAKE GEORGE ROAD FOR 0.4
 DI6154'MILES (0.64 KILOMETERS) TO OAKWOOD ROAD, TURN LEFT AND GO WEST ON
 DI6154'OAKWOOD ROAD FOR 16.0 METERS (52.4 FEET) TO THE STATION ON THE LEFT.
 DI6154'
 DI6154'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6154'DISK STAMPED 63603 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6154'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.4 METERS (63.7
 DI6154'FEET) SOUTHWEST OF A PEDESTAL BOX, 16.0 METERS (52.4 FEET) WEST OF THE
 DI6154'CENTERLINE OF LAKE GEORGE ROAD, 9.6 METERS (31.5 FEET) SOUTH OF THE
 DI6154'EXTENDED CENTER OF PRIVATE ENTRANCE--4996--, 6.3 METERS (20.6 FEET)
 DI6154'SOUTH OF THE CENTERLINE OF OAKWOOD ROAD, AND 11 INCHES (28 CENTIMETER)
 DI6154'NORTH OF A CARSONITE WITNESS POST.
 DI6154
 DI6154                          STATION RECOVERY (2021)
 DI6154
 DI6154'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 DI6154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6155 ***********************************************************************
 DI6155  DESIGNATION -  63604
 DI6155  PID         -  DI6155
 DI6155  STATE/COUNTY-  MI/OAKLAND
 DI6155  COUNTRY     -  US
 DI6155  USGS QUAD   -  LAKE ORION (2017)
 DI6155
 DI6155                         *CURRENT SURVEY CONTROL
 DI6155  ______________________________________________________________________
 DI6155* NAD 83(1986) POSITION- 42 52 14.     (N) 083 12 45.     (W)   SCALED
 DI6155* NAVD 88 ORTHO HEIGHT -   341.647 (meters)     1120.89  (feet) ADJUSTED
 DI6155  ______________________________________________________________________
 DI6155  GEOID HEIGHT    -        -34.744 (meters)                     GEOID18
 DI6155  DYNAMIC HEIGHT  -        341.542 (meters)     1120.54  (feet) COMP
 DI6155  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 DI6155
 DI6155  VERT ORDER      -  SECOND    CLASS I
 DI6155
 DI6155.The horizontal coordinates were scaled from a map and have
 DI6155.an estimated accuracy of +/- 6 seconds.
 DI6155
 DI6155.The orthometric height was determined by differential leveling and
 DI6155.adjusted by the NATIONAL GEODETIC SURVEY
 DI6155.in July 2007.
 DI6155
 DI6155.No vertical observational check was made to the station.
 DI6155
 DI6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6155.GEOID18 height accuracy estimate available here.
 DI6155
 DI6155.Click photographs - Photos may exist for this station.
 DI6155
 DI6155.The dynamic height is computed by dividing the NAVD 88
 DI6155.geopotential number by the normal gravity value computed on the
 DI6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6155.degrees latitude (g = 980.6199 gals.).
 DI6155
 DI6155.The modeled gravity was interpolated from observed gravity values.
 DI6155
 DI6155;                    North         East    Units  Estimated Accuracy
 DI6155;SPC MI S     -   152,880.    4,094,300.      MT  (+/- 180 meters Scaled)
 DI6155
 DI6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH192488(NAD 83)
 DI6155
 DI6155                          SUPERSEDED SURVEY CONTROL
 DI6155
 DI6155.No superseded survey control is available for this station.
 DI6155
 DI6155_MARKER: DD = SURVEY DISK
 DI6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6155_STAMPING: 63604 2006
 DI6155_MARK LOGO: MIDT
 DI6155_PROJECTION: FLUSH
 DI6155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6155+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6155
 DI6155  HISTORY     - Date     Condition        Report By
 DI6155  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6155
 DI6155                          STATION DESCRIPTION
 DI6155
 DI6155'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6155'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) WEST OF LEONARD,
 DI6155'4.6 MILES (7.4 KILOMETERS) NORTHWEST OF LAKEVILLE, AND 4.2 MILES (6.76
 DI6155'KILOMETERS) NORTHEAST OF OXFORD, LOCATED SOUTH OF OAKWOOD ROAD AND
 DI6155'BETWEEN DELANO ROAD AND HOSNER ROAD.    TO REACH THE STATION FROM THE
 DI6155'JUNCTION OF STATE HIGHWAY M-24 (NORTH LAPEER ROAD) WITH WEST OAKWOOD
 DI6155'ROAD, GO EAST ON WEST OAKWOOD ROAD FOR 4.2 MILES (6.76 KILOMETERS) TO
 DI6155'THE STATION ON THE RIGHT.
 DI6155'
 DI6155'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6155'DISK STAMPED 63604 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6155'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 762.0 METERS
 DI6155'(2500.0 FEET) WEST OF HOSNER ROAD, 7.6 METERS (25.0 FEET) WEST OF THE
 DI6155'EXTENDED CENTER OF PRIVATE ENTRANCE--3501--, 6.1 METERS (20.0 FEET)
 DI6155'SOUTH OF THE CENTERLINE OF OAKWOOD ROAD, 3.7 METERS (12.0 FEET) NORTH
 DI6155'OF A FENCE LINE, AND 11 INCHES (28 CENTIMETERS) NORTH OF A CARSONITE
 DI6155'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6156 ***********************************************************************
 DI6156  DESIGNATION -  63605
 DI6156  PID         -  DI6156
 DI6156  STATE/COUNTY-  MI/OAKLAND
 DI6156  COUNTRY     -  US
 DI6156  USGS QUAD   -  METAMORA (2017)
 DI6156
 DI6156                         *CURRENT SURVEY CONTROL
 DI6156  ______________________________________________________________________
 DI6156* NAD 83(2011) POSITION- 42 53 04.63709(N) 083 15 40.93578(W)   ADJUSTED
 DI6156* NAD 83(2011) ELLIP HT-   266.123 (meters)        (06/27/12)   ADJUSTED
 DI6156* NAD 83(2011) EPOCH   -  2010.00
 DI6156* NAVD 88 ORTHO HEIGHT -   300.810 (meters)      986.91  (feet) ADJUSTED
 DI6156  ______________________________________________________________________
 DI6156  GEOID HEIGHT    -        -34.685 (meters)                     GEOID18
 DI6156  NAD 83(2011) X  -    549,255.955 (meters)                     COMP
 DI6156  NAD 83(2011) Y  - -4,648,543.812 (meters)                     COMP
 DI6156  NAD 83(2011) Z  -  4,318,299.873 (meters)                     COMP
 DI6156  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 DI6156  DYNAMIC HEIGHT  -        300.717 (meters)      986.60  (feet) COMP
 DI6156  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 DI6156
 DI6156  VERT ORDER      -  SECOND    CLASS I
 DI6156
 DI6156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6156  Standards:
 DI6156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6156  -------------------------------------------------------------------
 DI6156  NETWORK    0.57   1.06           0.24   0.22   0.54     -0.17400860
 DI6156  -------------------------------------------------------------------
 DI6156  Click here for local accuracies and other accuracy information.
 DI6156
 DI6156.The horizontal coordinates were established by GPS observations
 DI6156.and adjusted by the National Geodetic Survey in June 2012.
 DI6156
 DI6156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6156.been affixed to the stable North American tectonic plate. See 
 DI6156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6156
 DI6156.The horizontal coordinates are valid at the epoch date displayed above
 DI6156.which is a decimal equivalence of Year/Month/Day.
 DI6156
 DI6156.The orthometric height was determined by differential leveling and
 DI6156.adjusted by the NATIONAL GEODETIC SURVEY
 DI6156.in July 2007.
 DI6156
 DI6156.No vertical observational check was made to the station.
 DI6156
 DI6156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6156.GEOID18 height accuracy estimate available here.
 DI6156
 DI6156.Click photographs - Photos may exist for this station.
 DI6156
 DI6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6156
 DI6156.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6156
 DI6156.The ellipsoidal height was determined by GPS observations
 DI6156.and is referenced to NAD 83.
 DI6156
 DI6156.The dynamic height is computed by dividing the NAVD 88
 DI6156.geopotential number by the normal gravity value computed on the
 DI6156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6156.degrees latitude (g = 980.6199 gals.).
 DI6156
 DI6156.The modeled gravity was interpolated from observed gravity values.
 DI6156
 DI6156. The following values were computed from the NAD 83(2011) position.
 DI6156
 DI6156;                    North         East     Units Scale Factor Converg.
 DI6156;SPC MI S     -   154,392.790 4,090,284.324   MT  0.99990688   +0 45 07.9
 DI6156;SPC MI S     -   506,538.02 13,419,567.99   iFT  0.99990688   +0 45 07.9
 DI6156;UTM  17      - 4,750,483.028   315,331.249   MT  1.00001956   -1 32 21.7
 DI6156
 DI6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6156!SPC MI S     -   0.99995827  x   0.99990688  =   0.99986515
 DI6156!UTM  17      -   0.99995827  x   1.00001956  =   0.99997783
 DI6156
 DI6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1533150483(NAD 83)
 DI6156
 DI6156                          SUPERSEDED SURVEY CONTROL
 DI6156
 DI6156  NAD 83(2007)-  42 53 04.63702(N)    083 15 40.93662(W) AD(2002.00) 1
 DI6156  ELLIP H (06/10/07)  266.130  (m)                       GP(2002.00) 4 1
 DI6156  NAVD 88             300.81   (m)          986.9    (f) LEVELING    3  
 DI6156
 DI6156.Superseded values are not recommended for survey control.
 DI6156
 DI6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6156.See file dsdata.pdf to determine how the superseded data were derived.
 DI6156
 DI6156_MARKER: DD = SURVEY DISK
 DI6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6156_STAMPING: 63605 2006
 DI6156_MARK LOGO: MIDT
 DI6156_PROJECTION: FLUSH
 DI6156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6156+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2021
 DI6156
 DI6156  HISTORY     - Date     Condition        Report By
 DI6156  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6156  HISTORY     - 20200722 GOOD             MIDT
 DI6156  HISTORY     - 20210727 GOOD             MIDT
 DI6156
 DI6156                          STATION DESCRIPTION
 DI6156
 DI6156'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6156'THE STATION IS LOCATED 6.1 MILES (9.82 KILOMETER) NORTHWEST OF
 DI6156'LEONARD, 4.2 MILES (6.76 KILOMETERS) NORTH OF OXFORD, AND 4.1 MILES
 DI6156'(6.6 KILOMETERS) SOUTH-SOUTHEAST OF METAMORA, IN THE NORTHWEST
 DI6156'QUADRANT OF THE INTERSECTION OF GARDNER ROAD WITH EAST DAVISON LAKE
 DI6156'ROAD.    TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24
 DI6156'(NORTH LAPEER ROAD) WITH EAST DAVISON LAKE ROAD, GO EAST ON EAST
 DI6156'DAVISON LAKE ROAD FOR 2.2 MILES (3.54 KILOMETERS) TO THE STATION ON
 DI6156'THE LEFT.
 DI6156'
 DI6156'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6156'DISK STAMPED 63605 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6156'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.8 METERS (48.5
 DI6156'FEET)  WEST-NORTHWEST OF A PEDESTAL BOX, 14.4 METERS (47.3 FEET) NORTH
 DI6156'OF THE CENTERLINE OF EAST DAVISON LAKE ROAD, 6.0 METERS (19.7 FEET)
 DI6156'WEST OF THE CENTERLINE OF GARDNER ROAD, 2.4 METERS (8.0 FEET)  WEST OF
 DI6156'THE EXTENDED CENTER OF PRIVATE ENTRANCE--1036--, AND 11 INCHES (28
 DI6156'CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6156
 DI6156                          STATION RECOVERY (2020)
 DI6156
 DI6156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6156'THE MARK IS 6.5 FT (2.0 M) NORTHWEST OF A STOP SIGN.
 DI6156
 DI6156                          STATION RECOVERY (2021)
 DI6156
 DI6156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 DI6156'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6157 ***********************************************************************
 DI6157  DESIGNATION -  63606
 DI6157  PID         -  DI6157
 DI6157  STATE/COUNTY-  MI/OAKLAND
 DI6157  COUNTRY     -  US
 DI6157  USGS QUAD   -  METAMORA (2017)
 DI6157
 DI6157                         *CURRENT SURVEY CONTROL
 DI6157  ______________________________________________________________________
 DI6157* NAD 83(1986) POSITION- 42 53 01.     (N) 083 17 15.     (W)   SCALED
 DI6157* NAVD 88 ORTHO HEIGHT -   334.678 (meters)     1098.02  (feet) ADJUSTED
 DI6157  ______________________________________________________________________
 DI6157  GEOID HEIGHT    -        -34.649 (meters)                     GEOID18
 DI6157  DYNAMIC HEIGHT  -        334.575 (meters)     1097.68  (feet) COMP
 DI6157  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 DI6157
 DI6157  VERT ORDER      -  SECOND    CLASS I
 DI6157
 DI6157.The horizontal coordinates were scaled from a map and have
 DI6157.an estimated accuracy of +/- 6 seconds.
 DI6157
 DI6157.The orthometric height was determined by differential leveling and
 DI6157.adjusted by the NATIONAL GEODETIC SURVEY
 DI6157.in July 2007.
 DI6157
 DI6157.No vertical observational check was made to the station.
 DI6157
 DI6157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6157.GEOID18 height accuracy estimate available here.
 DI6157
 DI6157.Click photographs - Photos may exist for this station.
 DI6157
 DI6157.The dynamic height is computed by dividing the NAVD 88
 DI6157.geopotential number by the normal gravity value computed on the
 DI6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6157.degrees latitude (g = 980.6199 gals.).
 DI6157
 DI6157.The modeled gravity was interpolated from observed gravity values.
 DI6157
 DI6157;                    North         East    Units  Estimated Accuracy
 DI6157;SPC MI S     -   154,250.    4,088,150.      MT  (+/- 180 meters Scaled)
 DI6157
 DI6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH131504(NAD 83)
 DI6157
 DI6157                          SUPERSEDED SURVEY CONTROL
 DI6157
 DI6157.No superseded survey control is available for this station.
 DI6157
 DI6157_MARKER: DD = SURVEY DISK
 DI6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6157_STAMPING: 63606 2006
 DI6157_MARK LOGO: MIDT
 DI6157_PROJECTION: FLUSH
 DI6157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6157+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DI6157
 DI6157  HISTORY     - Date     Condition        Report By
 DI6157  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6157
 DI6157                          STATION DESCRIPTION
 DI6157
 DI6157'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6157'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) SOUTH OF METAMORA,
 DI6157'4.2 MILES (6.76 KILOMETERS) NORTH-NORTHWEST OF OXFORD, AND 8.1 MILES
 DI6157'(13.04 KILOMETERS) NORTHWEST OF LAKEVILLE, IN THE SOUTHEAST QUADRANT
 DI6157'OF THE INTERSECTION OF WEST DAVISON LAKE ROAD WITH METAMORA ROAD.
 DI6157'
 DI6157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (LAPEER
 DI6157'ROAD) WITH WEST DAVISON LAKE ROAD, GO EAST ON WEST DAVISON LAKE ROAD
 DI6157'FOR 0.9 MILES (1.45 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6157'
 DI6157'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6157'DISK STAMPED 63606 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6157'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 48.8 METERS
 DI6157'(160.0 FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--3925--, 12.4
 DI6157'METERS (40.7 FEET) SOUTH OF THE CENTERLINE OF WEST DAVISON LAKE ROAD,
 DI6157'7.7 METERS (25.2 FEET) WEST OF THE CENTERLINE OF METAMORA ROAD, 2.9
 DI6157'METERS (9.5 FEET) SOUTHEAST OF A POWER POLE, AND 11 INCHES (28
 DI6157'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6158 ***********************************************************************
 DI6158  DESIGNATION -  63607
 DI6158  PID         -  DI6158
 DI6158  STATE/COUNTY-  MI/OAKLAND
 DI6158  COUNTRY     -  US
 DI6158  USGS QUAD   -  METAMORA (2017)
 DI6158
 DI6158                         *CURRENT SURVEY CONTROL
 DI6158  ______________________________________________________________________
 DI6158* NAD 83(1986) POSITION- 42 52 59.     (N) 083 19 08.     (W)   SCALED
 DI6158* NAVD 88 ORTHO HEIGHT -   345.034 (meters)     1132.00  (feet) ADJUSTED
 DI6158  ______________________________________________________________________
 DI6158  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 DI6158  DYNAMIC HEIGHT  -        344.926 (meters)     1131.64  (feet) COMP
 DI6158  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 DI6158
 DI6158  VERT ORDER      -  SECOND    CLASS I
 DI6158
 DI6158.The horizontal coordinates were scaled from a map and have
 DI6158.an estimated accuracy of +/- 6 seconds.
 DI6158
 DI6158.The orthometric height was determined by differential leveling and
 DI6158.adjusted by the NATIONAL GEODETIC SURVEY
 DI6158.in July 2007.
 DI6158
 DI6158.No vertical observational check was made to the station.
 DI6158
 DI6158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6158.GEOID18 height accuracy estimate available here.
 DI6158
 DI6158.Click photographs - Photos may exist for this station.
 DI6158
 DI6158.The dynamic height is computed by dividing the NAVD 88
 DI6158.geopotential number by the normal gravity value computed on the
 DI6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6158.degrees latitude (g = 980.6199 gals.).
 DI6158
 DI6158.The modeled gravity was interpolated from observed gravity values.
 DI6158
 DI6158;                    North         East    Units  Estimated Accuracy
 DI6158;SPC MI S     -   154,160.    4,085,590.      MT  (+/- 180 meters Scaled)
 DI6158
 DI6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH106504(NAD 83)
 DI6158
 DI6158                          SUPERSEDED SURVEY CONTROL
 DI6158
 DI6158.No superseded survey control is available for this station.
 DI6158
 DI6158_MARKER: DD = SURVEY DISK
 DI6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6158_STAMPING: 63607 2006
 DI6158_MARK LOGO: MIDT
 DI6158_PROJECTION: FLUSH
 DI6158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6158+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DI6158
 DI6158  HISTORY     - Date     Condition        Report By
 DI6158  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6158
 DI6158                          STATION DESCRIPTION
 DI6158
 DI6158'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6158'THE STATION IS LOCATED 4.3 MILES (6.92 KILOMETERS) SOUTHWEST OF
 DI6158'METAMORA, 4.8 MILES (7.72 KILOMETERS) NORTHWEST OF OXFORD, AND 6.6
 DI6158'MILES (10.62 KILOMETERS) SOUTHEAST OF HADLEY, LOCATED NORTH OF WEST
 DI6158'DAVISON LAKE ROAD AND BETWEEN EXTENDED SARATOGA DRIVE AND LUDWIG ROAD.
 DI6158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (LAPEER
 DI6158'ROAD) WITH WEST DAVISON LAKE ROAD, GO WEST ON WEST DAVISON LAKE ROAD
 DI6158'FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6158'
 DI6158'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6158'DISK STAMPED 63607 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6158'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1452.1 METERS
 DI6158'(4764.0 FEET) EAST OF BALDWIN ROAD, 26.1 METERS (85.7 FEET) EAST OF
 DI6158'THE CENTER OF PRIVATE ENTRANCE--1551--, 25.8 METERS (84.7 FEET)
 DI6158'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A RED BARN, 6.5 METERS (21.2
 DI6158'FEET) SOUTH OF THE CENTERLINE OF WEST DAVISON LAKE ROAD, AND 11 INCHES
 DI6158'(28 CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6159 ***********************************************************************
 DI6159  DESIGNATION -  63608
 DI6159  PID         -  DI6159
 DI6159  STATE/COUNTY-  MI/OAKLAND
 DI6159  COUNTRY     -  US
 DI6159  USGS QUAD   -  OXFORD (2017)
 DI6159
 DI6159                         *CURRENT SURVEY CONTROL
 DI6159  ______________________________________________________________________
 DI6159* NAD 83(2011) POSITION- 42 52 03.98501(N) 083 20 57.04012(W)   ADJUSTED
 DI6159* NAD 83(2011) ELLIP HT-   307.277 (meters)        (06/27/12)   ADJUSTED
 DI6159* NAD 83(2011) EPOCH   -  2010.00
 DI6159* NAVD 88 ORTHO HEIGHT -   341.842 (meters)     1121.53  (feet) ADJUSTED
 DI6159  ______________________________________________________________________
 DI6159  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 DI6159  NAD 83(2011) X  -    542,282.332 (meters)                     COMP
 DI6159  NAD 83(2011) Y  - -4,650,675.026 (meters)                     COMP
 DI6159  NAD 83(2011) Z  -  4,316,956.236 (meters)                     COMP
 DI6159  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DI6159  DYNAMIC HEIGHT  -        341.735 (meters)     1121.18  (feet) COMP
 DI6159  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 DI6159
 DI6159  VERT ORDER      -  SECOND    CLASS I
 DI6159
 DI6159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6159  Standards:
 DI6159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6159  -------------------------------------------------------------------
 DI6159  NETWORK    0.37   0.59           0.17   0.12   0.30      0.00085779
 DI6159  -------------------------------------------------------------------
 DI6159  Click here for local accuracies and other accuracy information.
 DI6159
 DI6159.The horizontal coordinates were established by GPS observations
 DI6159.and adjusted by the National Geodetic Survey in June 2012.
 DI6159
 DI6159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6159.been affixed to the stable North American tectonic plate. See 
 DI6159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6159
 DI6159.The horizontal coordinates are valid at the epoch date displayed above
 DI6159.which is a decimal equivalence of Year/Month/Day.
 DI6159
 DI6159.The orthometric height was determined by differential leveling and
 DI6159.adjusted by the NATIONAL GEODETIC SURVEY
 DI6159.in July 2007.
 DI6159
 DI6159.No vertical observational check was made to the station.
 DI6159
 DI6159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6159.GEOID18 height accuracy estimate available here.
 DI6159
 DI6159.Click photographs - Photos may exist for this station.
 DI6159
 DI6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6159
 DI6159.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6159
 DI6159.The ellipsoidal height was determined by GPS observations
 DI6159.and is referenced to NAD 83.
 DI6159
 DI6159.The dynamic height is computed by dividing the NAVD 88
 DI6159.geopotential number by the normal gravity value computed on the
 DI6159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6159.degrees latitude (g = 980.6199 gals.).
 DI6159
 DI6159.The modeled gravity was interpolated from observed gravity values.
 DI6159
 DI6159. The following values were computed from the NAD 83(2011) position.
 DI6159
 DI6159;                    North         East     Units Scale Factor Converg.
 DI6159;SPC MI S     -   152,431.054 4,083,134.949   MT  0.99990692   +0 41 32.8
 DI6159;SPC MI S     -   500,101.88 13,396,112.04   iFT  0.99990692   +0 41 32.8
 DI6159;UTM  17      - 4,748,808.478   308,108.225   MT  1.00005302   -1 35 55.1
 DI6159
 DI6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6159!SPC MI S     -   0.99995181  x   0.99990692  =   0.99985874
 DI6159!UTM  17      -   0.99995181  x   1.00005302  =   1.00000483
 DI6159
 DI6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0810848808(NAD 83)
 DI6159
 DI6159                          SUPERSEDED SURVEY CONTROL
 DI6159
 DI6159  NAD 83(2007)-  42 52 03.98493(N)    083 20 57.04084(W) AD(2002.00) 1
 DI6159  ELLIP H (06/10/07)  307.288  (m)                       GP(2002.00) 4 1
 DI6159  NAVD 88             341.84   (m)         1121.5    (f) LEVELING    3  
 DI6159
 DI6159.Superseded values are not recommended for survey control.
 DI6159
 DI6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6159.See file dsdata.pdf to determine how the superseded data were derived.
 DI6159
 DI6159_MARKER: DD = SURVEY DISK
 DI6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6159_STAMPING: 63608 2006
 DI6159_MARK LOGO: MIDT
 DI6159_PROJECTION: FLUSH
 DI6159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6159+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DI6159
 DI6159  HISTORY     - Date     Condition        Report By
 DI6159  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6159  HISTORY     - 20200721 GOOD             MIDT
 DI6159  HISTORY     - 20250728 GOOD             MIDT
 DI6159
 DI6159                          STATION DESCRIPTION
 DI6159
 DI6159'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6159'THE STATION IS LOCATED 4.9 MILES (7.89 KILOMETERS) NORTHEAST OF
 DI6159'ORTONVILLE, 5.9 MILES (9.5 KILOMETERS) SOUTHWEST OF METAMORA, AND
 DI6159'5.2 MILES (8.37 KILOMETERS) NORTHWEST OF OXFORD, IN THE NORTHEAST
 DI6159'QUADRANT OF THE INTERSECTION OF LEGUALT BOULEVARD WITH OAKWOOD ROAD.
 DI6159'
 DI6159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6159'LAPEER ROAD) WITH WEST OAKWOOD ROAD, GO WEST ON WEST OAKWOOD ROAD FOR
 DI6159'2.7 MILES (4.35 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6159'
 DI6159'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6159'DISK STAMPED 63608 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6159'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 10.7 METERS (35.2
 DI6159'FEET)  NORTH OF THE CENTERLINE OF OAKWOOD ROAD, 9.6 METERS (31.5 FEET)
 DI6159'EAST OF THE CENTERLINE OF LEGAULT BOULEVARD, 7.1 METERS (23.4 FEET)
 DI6159'WEST OF THE CENTER OF PRIVATE ENTRANCE--5401--, 7.0 METERS (22.9 FEET)
 DI6159'SOUTH-SOUTHWEST OF A POWER POLE, AND 11 INCHES SOUTH OF A CARSONITE
 DI6159'WITNESS POST.
 DI6159
 DI6159                          STATION RECOVERY (2020)
 DI6159
 DI6159'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6159'RECOVERED IN GOOD CONDITION.
 DI6159
 DI6159                          STATION RECOVERY (2025)
 DI6159
 DI6159'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6160 ***********************************************************************
 DI6160  DESIGNATION -  63609
 DI6160  PID         -  DI6160
 DI6160  STATE/COUNTY-  MI/OAKLAND
 DI6160  COUNTRY     -  US
 DI6160  USGS QUAD   -  ORTONVILLE (2017)
 DI6160
 DI6160                         *CURRENT SURVEY CONTROL
 DI6160  ______________________________________________________________________
 DI6160* NAD 83(1986) POSITION- 42 52 02.     (N) 083 22 32.     (W)   SCALED
 DI6160* NAVD 88 ORTHO HEIGHT -   327.696 (meters)     1075.12  (feet) ADJUSTED
 DI6160  ______________________________________________________________________
 DI6160  GEOID HEIGHT    -        -34.519 (meters)                     GEOID18
 DI6160  DYNAMIC HEIGHT  -        327.594 (meters)     1074.78  (feet) COMP
 DI6160  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 DI6160
 DI6160  VERT ORDER      -  SECOND    CLASS I
 DI6160
 DI6160.The horizontal coordinates were scaled from a map and have
 DI6160.an estimated accuracy of +/- 6 seconds.
 DI6160
 DI6160.The orthometric height was determined by differential leveling and
 DI6160.adjusted by the NATIONAL GEODETIC SURVEY
 DI6160.in July 2007.
 DI6160
 DI6160.No vertical observational check was made to the station.
 DI6160
 DI6160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6160.GEOID18 height accuracy estimate available here.
 DI6160
 DI6160.Click photographs - Photos may exist for this station.
 DI6160
 DI6160.The dynamic height is computed by dividing the NAVD 88
 DI6160.geopotential number by the normal gravity value computed on the
 DI6160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6160.degrees latitude (g = 980.6199 gals.).
 DI6160
 DI6160.The modeled gravity was interpolated from observed gravity values.
 DI6160
 DI6160;                    North         East    Units  Estimated Accuracy
 DI6160;SPC MI S     -   152,340.    4,080,980.      MT  (+/- 180 meters Scaled)
 DI6160
 DI6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH059488(NAD 83)
 DI6160
 DI6160                          SUPERSEDED SURVEY CONTROL
 DI6160
 DI6160.No superseded survey control is available for this station.
 DI6160
 DI6160_MARKER: DD = SURVEY DISK
 DI6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6160_STAMPING: 63609 2006
 DI6160_MARK LOGO: MIDT
 DI6160_PROJECTION: FLUSH
 DI6160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6160+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DI6160
 DI6160  HISTORY     - Date     Condition        Report By
 DI6160  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6160
 DI6160                          STATION DESCRIPTION
 DI6160
 DI6160'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6160'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) EAST-NORTHEAST OF
 DI6160'ORTONVILLE, 6.2 MILES (9.98 KILOMETERS) SOUTH-SOUTHEAST OF HADLEY, AND
 DI6160'6.7 MILES (10.78 KILOMETERS) SOUTHWEST OF METAMORA, IN THE NORTHWEST
 DI6160'QUADRANT OF THE INTERSECTION OF OAKWOOD ROAD WITH CONNELL ROAD.
 DI6160'
 DI6160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6160'LAPEER ROAD) WITH OAKWOOD ROAD, GO WEST ON WEST OAKWOOD ROAD FOR 4.1
 DI6160'MILES (6.6 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6160'
 DI6160'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6160'DISK STAMPED 63609 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6160'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.4 METERS (63.6
 DI6160'FEET) NORTH OF THE CENTERLINE OF OAKWOOD ROAD, 17.7 METERS (58.0 FEET)
 DI6160'WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--4010--, 7.0 METERS
 DI6160'(23.0 FEET) WEST OF THE CENTERLINE OF CONNELL ROAD, 2.8 METERS (9.2
 DI6160'FEET) EAST-NORTHEAST OF A POWER POLE, AND 11 INCHES (28 CENTIMETERS)
 DI6160'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6161 ***********************************************************************
 DI6161  DESIGNATION -  63610
 DI6161  PID         -  DI6161
 DI6161  STATE/COUNTY-  MI/OAKLAND
 DI6161  COUNTRY     -  US
 DI6161  USGS QUAD   -  ORTONVILLE (2017)
 DI6161
 DI6161                         *CURRENT SURVEY CONTROL
 DI6161  ______________________________________________________________________
 DI6161* NAD 83(1986) POSITION- 42 51 58.     (N) 083 24 19.     (W)   SCALED
 DI6161* NAVD 88 ORTHO HEIGHT -   325.099 (meters)     1066.60  (feet) ADJUSTED
 DI6161  ______________________________________________________________________
 DI6161  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 DI6161  DYNAMIC HEIGHT  -        324.999 (meters)     1066.27  (feet) COMP
 DI6161  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 DI6161
 DI6161  VERT ORDER      -  SECOND    CLASS I
 DI6161
 DI6161.The horizontal coordinates were scaled from a map and have
 DI6161.an estimated accuracy of +/- 6 seconds.
 DI6161
 DI6161.The orthometric height was determined by differential leveling and
 DI6161.adjusted by the NATIONAL GEODETIC SURVEY
 DI6161.in July 2007.
 DI6161
 DI6161.No vertical observational check was made to the station.
 DI6161
 DI6161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6161.GEOID18 height accuracy estimate available here.
 DI6161
 DI6161.Click photographs - Photos may exist for this station.
 DI6161
 DI6161.The dynamic height is computed by dividing the NAVD 88
 DI6161.geopotential number by the normal gravity value computed on the
 DI6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6161.degrees latitude (g = 980.6199 gals.).
 DI6161
 DI6161.The modeled gravity was interpolated from observed gravity values.
 DI6161
 DI6161;                    North         East    Units  Estimated Accuracy
 DI6161;SPC MI S     -   152,190.    4,078,550.      MT  (+/- 180 meters Scaled)
 DI6161
 DI6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH035487(NAD 83)
 DI6161
 DI6161                          SUPERSEDED SURVEY CONTROL
 DI6161
 DI6161.No superseded survey control is available for this station.
 DI6161
 DI6161_MARKER: DD = SURVEY DISK
 DI6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6161_STAMPING: 63610 2006
 DI6161_MARK LOGO: MIDT
 DI6161_PROJECTION: FLUSH
 DI6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6161+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DI6161
 DI6161  HISTORY     - Date     Condition        Report By
 DI6161  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6161
 DI6161                          STATION DESCRIPTION
 DI6161
 DI6161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6161'THE STATION IS LOCATED 6.1 MILES (9.82 KILOMETERS) SOUTH OF HADLEY,
 DI6161'2.1 MILES (3.38 KILOMETERS) NORTHEAST OF ORTONVILLE, AND 6.2 MILES
 DI6161'(9.98 KILOMETERS) SOUTHEAST OF GOODRICH, IN THE NORTHEAST QUADRANT OF
 DI6161'THE INTERSECTION OF NORTH HADLEY ROAD WITH WEST OAKWOOD ROAD.
 DI6161'
 DI6161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6161'LAPEER ROAD) WITH WEST OAKWOOD ROAD, GO WEST ON WEST OAKWOOD ROAD FOR
 DI6161'5.5 MILES (8.85 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6161'
 DI6161'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6161'DISK STAMPED 63610 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6161'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 84.4 METERS
 DI6161'(277.0 FEET) EAST OF THE EXTENDED PRIVATE ENTRANCE--2541--, 14.7
 DI6161'METERS (48.3 FEET) SOUTH OF THE CENTERLINE OF WEST OAKWOOD ROAD, 14.3
 DI6161'METERS (47.0 FEET) EAST-SOUTHEAST OF A UTILITY POLE, 8.1 METERS (26.5
 DI6161'FEET) WEST OF THE CENTERLINE OF NORTH HADLEY ROAD, AND 11 INCHES (28
 DI6161'CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6162 ***********************************************************************
 DI6162  DESIGNATION -  63611
 DI6162  PID         -  DI6162
 DI6162  STATE/COUNTY-  MI/OAKLAND
 DI6162  COUNTRY     -  US
 DI6162  USGS QUAD   -  ORTONVILLE (2017)
 DI6162
 DI6162                         *CURRENT SURVEY CONTROL
 DI6162  ______________________________________________________________________
 DI6162* NAD 83(2011) POSITION- 42 51 53.70921(N) 083 25 51.70278(W)   ADJUSTED
 DI6162* NAD 83(2011) ELLIP HT-   293.925 (meters)        (06/27/12)   ADJUSTED
 DI6162* NAD 83(2011) EPOCH   -  2010.00
 DI6162* NAVD 88 ORTHO HEIGHT -   328.350 (meters)     1077.26  (feet) ADJUSTED
 DI6162  ______________________________________________________________________
 DI6162  GEOID HEIGHT    -        -34.422 (meters)                     GEOID18
 DI6162  NAD 83(2011) X  -    535,661.550 (meters)                     COMP
 DI6162  NAD 83(2011) Y  - -4,651,649.554 (meters)                     COMP
 DI6162  NAD 83(2011) Z  -  4,316,714.730 (meters)                     COMP
 DI6162  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 DI6162  DYNAMIC HEIGHT  -        328.250 (meters)     1076.93  (feet) COMP
 DI6162  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 DI6162
 DI6162  VERT ORDER      -  SECOND    CLASS I
 DI6162
 DI6162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6162  Standards:
 DI6162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6162  -------------------------------------------------------------------
 DI6162  NETWORK    0.46   0.69           0.22   0.14   0.35      0.05859304
 DI6162  -------------------------------------------------------------------
 DI6162  Click here for local accuracies and other accuracy information.
 DI6162
 DI6162.The horizontal coordinates were established by GPS observations
 DI6162.and adjusted by the National Geodetic Survey in June 2012.
 DI6162
 DI6162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6162.been affixed to the stable North American tectonic plate. See 
 DI6162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6162
 DI6162.The horizontal coordinates are valid at the epoch date displayed above
 DI6162.which is a decimal equivalence of Year/Month/Day.
 DI6162
 DI6162.The orthometric height was determined by differential leveling and
 DI6162.adjusted by the NATIONAL GEODETIC SURVEY
 DI6162.in July 2007.
 DI6162
 DI6162.No vertical observational check was made to the station.
 DI6162
 DI6162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6162.GEOID18 height accuracy estimate available here.
 DI6162
 DI6162.Click photographs - Photos may exist for this station.
 DI6162
 DI6162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6162
 DI6162.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6162
 DI6162.The ellipsoidal height was determined by GPS observations
 DI6162.and is referenced to NAD 83.
 DI6162
 DI6162.The dynamic height is computed by dividing the NAVD 88
 DI6162.geopotential number by the normal gravity value computed on the
 DI6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6162.degrees latitude (g = 980.6199 gals.).
 DI6162
 DI6162.The modeled gravity was interpolated from observed gravity values.
 DI6162
 DI6162. The following values were computed from the NAD 83(2011) position.
 DI6162
 DI6162;                    North         East     Units Scale Factor Converg.
 DI6162;SPC MI S     -   152,036.437 4,076,451.063   MT  0.99990694   +0 38 12.2
 DI6162;SPC MI S     -   498,807.21 13,374,183.28   iFT  0.99990694   +0 38 12.2
 DI6162;UTM  17      - 4,748,681.350   301,412.821   MT  1.00008519   -1 39 15.5
 DI6162
 DI6162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6162!SPC MI S     -   0.99995391  x   0.99990694  =   0.99986085
 DI6162!UTM  17      -   0.99995391  x   1.00008519  =   1.00003909
 DI6162
 DI6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0141248681(NAD 83)
 DI6162
 DI6162                          SUPERSEDED SURVEY CONTROL
 DI6162
 DI6162  NAD 83(2007)-  42 51 53.70911(N)    083 25 51.70344(W) AD(2002.00) 1
 DI6162  ELLIP H (06/10/07)  293.937  (m)                       GP(2002.00) 4 1
 DI6162  NAVD 88             328.35   (m)         1077.3    (f) LEVELING    3  
 DI6162
 DI6162.Superseded values are not recommended for survey control.
 DI6162
 DI6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6162.See file dsdata.pdf to determine how the superseded data were derived.
 DI6162
 DI6162_MARKER: DD = SURVEY DISK
 DI6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6162_STAMPING: 63611 2006
 DI6162_MARK LOGO: MIDT
 DI6162_PROJECTION: FLUSH
 DI6162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6162+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2020
 DI6162
 DI6162  HISTORY     - Date     Condition        Report By
 DI6162  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6162  HISTORY     - 20200721 GOOD             MIDT
 DI6162
 DI6162                          STATION DESCRIPTION
 DI6162
 DI6162'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6162'THE STATION IS LOCATED 1.1 MILES (1.77 KILOMETERS) NORTHEAST OF
 DI6162'ORTONVILLE, 5.4 MI (8.69 KM) SOUTHEAST OF GOODRICH, AND 6.3 MILES
 DI6162'(10.14 KILOMETERS) SOUTH-SOUTHWEST OF HADLEY, LOCATED SOUTH OF STATE
 DI6162'PARK ROAD AND BETWEEN OLD PRO LANE AND WEST OAKWOOD ROAD.
 DI6162'
 DI6162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6162'LAPEER ROAD) WITH WEST OAKWOOD ROAD, GO WEST ON WEST OAKWOOD ROAD FOR
 DI6162'6.1 MILES (9.82 KILOMETERS), CONTINUE WEST ON STATE PARK ROAD FOR 0.8
 DI6162'MILES    (1.29 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6162'
 DI6162'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6162'DISK STAMPED 63611 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6162'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 91.4 METERS
 DI6162'(300.0 FEET) EAST OF OLD PRO LANE, 12.0 METERS (39.4 FEET) SOUTH OF
 DI6162'THE CENTERLINE OF STATE PARK ROAD, 11.0 METERS (36.0 FEET) EAST OF THE
 DI6162'CENTER OF PRIVATE ENTRANCE--1280--, 6.2 METERS (20.2 FEET) NORTH OF A
 DI6162'POWER POLE, 3.2 METERS (10.6 FEET) WEST OF THE CENTER OF PRIVATE
 DI6162'ENTRANCE --1310--, AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE
 DI6162'WITNESS POST.
 DI6162
 DI6162                          STATION RECOVERY (2020)
 DI6162
 DI6162'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6163 ***********************************************************************
 DI6163  DESIGNATION -  63612
 DI6163  PID         -  DI6163
 DI6163  STATE/COUNTY-  MI/OAKLAND
 DI6163  COUNTRY     -  US
 DI6163  USGS QUAD   -  ORTONVILLE (2017)
 DI6163
 DI6163                         *CURRENT SURVEY CONTROL
 DI6163  ______________________________________________________________________
 DI6163* NAD 83(2011) POSITION- 42 51 37.86982(N) 083 29 31.20241(W)   ADJUSTED
 DI6163* NAD 83(2011) ELLIP HT-   262.104 (meters)        (06/27/12)   ADJUSTED
 DI6163* NAD 83(2011) EPOCH   -  2010.00
 DI6163* NAVD 88 ORTHO HEIGHT -   296.418 (meters)      972.50  (feet) ADJUSTED
 DI6163  ______________________________________________________________________
 DI6163  GEOID HEIGHT    -        -34.305 (meters)                     GEOID18
 DI6163  NAD 83(2011) X  -    530,746.171 (meters)                     COMP
 DI6163  NAD 83(2011) Y  - -4,652,524.138 (meters)                     COMP
 DI6163  NAD 83(2011) Z  -  4,316,334.801 (meters)                     COMP
 DI6163  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 DI6163  DYNAMIC HEIGHT  -        296.330 (meters)      972.21  (feet) COMP
 DI6163  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 DI6163
 DI6163  VERT ORDER      -  SECOND    CLASS I
 DI6163
 DI6163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6163  Standards:
 DI6163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6163  -------------------------------------------------------------------
 DI6163  NETWORK    0.41   0.61           0.19   0.13   0.31      0.08117239
 DI6163  -------------------------------------------------------------------
 DI6163  Click here for local accuracies and other accuracy information.
 DI6163
 DI6163.The horizontal coordinates were established by GPS observations
 DI6163.and adjusted by the National Geodetic Survey in June 2012.
 DI6163
 DI6163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6163.been affixed to the stable North American tectonic plate. See 
 DI6163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6163
 DI6163.The horizontal coordinates are valid at the epoch date displayed above
 DI6163.which is a decimal equivalence of Year/Month/Day.
 DI6163
 DI6163.The orthometric height was determined by differential leveling and
 DI6163.adjusted by the NATIONAL GEODETIC SURVEY
 DI6163.in July 2007.
 DI6163
 DI6163.No vertical observational check was made to the station.
 DI6163
 DI6163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6163.GEOID18 height accuracy estimate available here.
 DI6163
 DI6163.Click photographs - Photos may exist for this station.
 DI6163
 DI6163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6163
 DI6163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6163
 DI6163.The ellipsoidal height was determined by GPS observations
 DI6163.and is referenced to NAD 83.
 DI6163
 DI6163.The dynamic height is computed by dividing the NAVD 88
 DI6163.geopotential number by the normal gravity value computed on the
 DI6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6163.degrees latitude (g = 980.6199 gals.).
 DI6163
 DI6163.The modeled gravity was interpolated from observed gravity values.
 DI6163
 DI6163. The following values were computed from the NAD 83(2011) position.
 DI6163
 DI6163;                    North         East     Units Scale Factor Converg.
 DI6163;SPC MI S     -   151,494.170 4,071,474.289   MT  0.99990697   +0 35 42.8
 DI6163;SPC MI S     -   497,028.12 13,357,855.28   iFT  0.99990697   +0 35 42.8
 DI6163;UTM  17      - 4,748,338.394   296,417.397   MT  1.00010991   -1 41 44.4
 DI6163
 DI6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6163!SPC MI S     -   0.99995890  x   0.99990697  =   0.99986587
 DI6163!UTM  17      -   0.99995890  x   1.00010991  =   1.00006880
 DI6163
 DI6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9641748338(NAD 83)
 DI6163
 DI6163                          SUPERSEDED SURVEY CONTROL
 DI6163
 DI6163  NAD 83(2007)-  42 51 37.86973(N)    083 29 31.20305(W) AD(2002.00) 1
 DI6163  ELLIP H (06/10/07)  262.116  (m)                       GP(2002.00) 4 1
 DI6163  NAVD 88             296.42   (m)          972.5    (f) LEVELING    3  
 DI6163
 DI6163.Superseded values are not recommended for survey control.
 DI6163
 DI6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6163.See file dsdata.pdf to determine how the superseded data were derived.
 DI6163
 DI6163_MARKER: DD = SURVEY DISK
 DI6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6163_STAMPING: 63612 2006
 DI6163_MARK LOGO: MIDT
 DI6163_PROJECTION: FLUSH
 DI6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6163+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DI6163
 DI6163  HISTORY     - Date     Condition        Report By
 DI6163  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6163  HISTORY     - 20210727 GOOD             MIDT
 DI6163  HISTORY     - 20250728 GOOD             MIDT
 DI6163
 DI6163                          STATION DESCRIPTION
 DI6163
 DI6163'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6163'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) SOUTH OF GOODRICH,
 DI6163'2.6 MILES (4.18 KILOMETERS) WEST-NORTHWEST OF ORTONVILLE, AND 7.9
 DI6163'MILES (12.71 KILOMETERS) NORTH-NORTHEAST OF DAVISBURG, IN THE
 DI6163'SOUTHEAST QUADRANT OF THE INTERSECTION OF GROVELAND ROAD WITH NORTH
 DI6163'JOSSMAN ROAD.
 DI6163'
 DI6163'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-15 (NORTH
 DI6163'ORTONVILLE ROAD) WITH GROVELAND ROAD, GO WEST ON GROVELAND ROAD FOR
 DI6163'1.6 MILES (2.57 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6163'
 DI6163'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6163'DISK STAMPED 63612 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6163'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 48.8 METERS
 DI6163'(160.0 FEET)  NORTH OF THE CENTER OF PRIVATE ENTRANCE--750--, 12.0
 DI6163'METERS (39.4 FEET)  SOUTH OF THE CENTERLINE OF GROVELAND ROAD, 11.1
 DI6163'METERS (36.5 FEET) EAST OF THE CENTERLINE OF NORTH JOSSMAN ROAD, AND
 DI6163'11 INCHES (28 CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
 DI6163
 DI6163                          STATION RECOVERY (2021)
 DI6163
 DI6163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DI6163'FOUND AS DESCRIBED IN 2006, EXCEPT THE ORANGE CARSONITE POST HAS
 DI6163'BROKEN AT THE BASE.  A STOP SIGN IS 11 FT (3.4 M) WEST OF THE STATION.
 DI6163
 DI6163                          STATION RECOVERY (2025)
 DI6163
 DI6163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6164 ***********************************************************************
 DI6164  DESIGNATION -  63613
 DI6164  PID         -  DI6164
 DI6164  STATE/COUNTY-  MI/OAKLAND
 DI6164  COUNTRY     -  US
 DI6164  USGS QUAD   -  DAVISBURG (2017)
 DI6164
 DI6164                         *CURRENT SURVEY CONTROL
 DI6164  ______________________________________________________________________
 DI6164* NAD 83(1986) POSITION- 42 52 01.     (N) 083 32 11.     (W)   SCALED
 DI6164* NAVD 88 ORTHO HEIGHT -   284.284 (meters)      932.69  (feet) ADJUSTED
 DI6164  ______________________________________________________________________
 DI6164  GEOID HEIGHT    -        -34.228 (meters)                     GEOID18
 DI6164  DYNAMIC HEIGHT  -        284.201 (meters)      932.42  (feet) COMP
 DI6164  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 DI6164
 DI6164  VERT ORDER      -  SECOND    CLASS I
 DI6164
 DI6164.The horizontal coordinates were scaled from a map and have
 DI6164.an estimated accuracy of +/- 6 seconds.
 DI6164
 DI6164.The orthometric height was determined by differential leveling and
 DI6164.adjusted by the NATIONAL GEODETIC SURVEY
 DI6164.in July 2007.
 DI6164
 DI6164.No vertical observational check was made to the station.
 DI6164
 DI6164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6164.GEOID18 height accuracy estimate available here.
 DI6164
 DI6164.Click photographs - Photos may exist for this station.
 DI6164
 DI6164.The dynamic height is computed by dividing the NAVD 88
 DI6164.geopotential number by the normal gravity value computed on the
 DI6164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6164.degrees latitude (g = 980.6199 gals.).
 DI6164
 DI6164.The modeled gravity was interpolated from observed gravity values.
 DI6164
 DI6164;                    North         East    Units  Estimated Accuracy
 DI6164;SPC MI S     -   152,170.    4,067,840.      MT  (+/- 180 meters Scaled)
 DI6164
 DI6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH928491(NAD 83)
 DI6164
 DI6164                          SUPERSEDED SURVEY CONTROL
 DI6164
 DI6164.No superseded survey control is available for this station.
 DI6164
 DI6164_MARKER: DD = SURVEY DISK
 DI6164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6164_STAMPING: 63613 2006
 DI6164_MARK LOGO: MIDT
 DI6164_PROJECTION: FLUSH
 DI6164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6164+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6164
 DI6164  HISTORY     - Date     Condition        Report By
 DI6164  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6164
 DI6164                          STATION DESCRIPTION
 DI6164
 DI6164'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6164'THE STATION IS LOCATED 3.8 MILES (6.12 KILOMETERS) SOUTHWEST OF
 DI6164'GOODRICH, 5.0 MILES (8.05 KILOMETERS) SOUTH OF ATLAS, AND 4.8 MILES
 DI6164'(7.72 KILOMETERS) WEST-NORTHWEST OF ORTONVILLE, LOCATED NORTH OF
 DI6164'GROVELAND ROAD AND BETWEEN NORTH VAN ROAD AND HORTON ROAD.
 DI6164'
 DI6164'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH
 DI6164'INTERSTATE HIGHWAY-75, GO SOUTHEAST ON DIXIE HIGHWAY FOR 1.0 MILE
 DI6164'(1.61 KILOMETERS) TO GROVELAND ROAD, TURN LEFT AND GO NORTHEAST ON
 DI6164'GROVELAND ROAD FOR 2.3 MILES (3.7 KILOMETERS) TO THE STATION ON THE
 DI6164'LEFT.
 DI6164'
 DI6164'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6164'DISK STAMPED 63613 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6164'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 403.9 METERS
 DI6164'(1325.0 FEET) EAST OF HORTON ROAD, 228.6 METERS (750.0 FEET) WEST OF
 DI6164'PRIVATE ENTRANCE--5755--, 6.3 METERS (20.8 FEET) NORTH OF THE
 DI6164'CENTERLINE OF GROVELAND ROAD, AND 11 INCHES (28 CENTIMETERS) SOUTH OF
 DI6164'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6165 ***********************************************************************
 DI6165  DESIGNATION -  63614
 DI6165  PID         -  DI6165
 DI6165  STATE/COUNTY-  MI/OAKLAND
 DI6165  COUNTRY     -  US
 DI6165  USGS QUAD   -  DAVISBURG (2017)
 DI6165
 DI6165                         *CURRENT SURVEY CONTROL
 DI6165  ______________________________________________________________________
 DI6165* NAD 83(1986) POSITION- 42 51 45.     (N) 083 34 01.     (W)   SCALED
 DI6165* NAVD 88 ORTHO HEIGHT -   288.429 (meters)      946.29  (feet) ADJUSTED
 DI6165  ______________________________________________________________________
 DI6165  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 DI6165  DYNAMIC HEIGHT  -        288.346 (meters)      946.02  (feet) COMP
 DI6165  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 DI6165
 DI6165  VERT ORDER      -  SECOND    CLASS I
 DI6165
 DI6165.The horizontal coordinates were scaled from a map and have
 DI6165.an estimated accuracy of +/- 6 seconds.
 DI6165
 DI6165.The orthometric height was determined by differential leveling and
 DI6165.adjusted by the NATIONAL GEODETIC SURVEY
 DI6165.in July 2007.
 DI6165
 DI6165.No vertical observational check was made to the station.
 DI6165
 DI6165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6165.GEOID18 height accuracy estimate available here.
 DI6165
 DI6165.Click photographs - Photos may exist for this station.
 DI6165
 DI6165.The dynamic height is computed by dividing the NAVD 88
 DI6165.geopotential number by the normal gravity value computed on the
 DI6165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6165.degrees latitude (g = 980.6199 gals.).
 DI6165
 DI6165.The modeled gravity was interpolated from observed gravity values.
 DI6165
 DI6165;                    North         East    Units  Estimated Accuracy
 DI6165;SPC MI S     -   151,650.    4,065,350.      MT  (+/- 180 meters Scaled)
 DI6165
 DI6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH903487(NAD 83)
 DI6165
 DI6165                          SUPERSEDED SURVEY CONTROL
 DI6165
 DI6165.No superseded survey control is available for this station.
 DI6165
 DI6165_MARKER: DD = SURVEY DISK
 DI6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6165_STAMPING: 63614 2006
 DI6165_MARK LOGO: MIDT
 DI6165_PROJECTION: FLUSH
 DI6165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6165+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6165
 DI6165  HISTORY     - Date     Condition        Report By
 DI6165  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6165
 DI6165                          STATION DESCRIPTION
 DI6165
 DI6165'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6165'THE STATION IS LOCATED 5.7 MILES (9.17 KILOMETERS) NORTHEAST OF HOLLY,
 DI6165'4.8 MILES (7.72 KILOMETERS) SOUTHWEST OF GOODRICH, AND 5.5 MILES (8.85
 DI6165'KILOMETERS) SOUTHEAST OF GRAND BLANC, IN THE NORTHEAST QUADRANT OF THE
 DI6165'INTERSECTION OF VASSAR ROAD WITH GROVELAND ROAD.
 DI6165'
 DI6165'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH
 DI6165'INTERSTATE HIGHWAY-75, GO SOUTHEAST ON DIXIE HIGHWAY FOR 1.0 MILE
 DI6165'(1.61 KILOMETERS) TO GROVELAND ROAD, TURN LEFT AND GO NORTHEAST ON
 DI6165'GROVELAND ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE
 DI6165'LEFT.
 DI6165'
 DI6165'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6165'DISK STAMPED 63614 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6165'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 335.3 METERS
 DI6165'(1100.0 FEET) EAST OF VASSAR ROAD, 31.7 METERS (104.0 FEET) WEST OF
 DI6165'THE CENTER OF PRIVATE ENTRANCE--7115--, 7.9 METERS (25.8 FEET) NORTH
 DI6165'OF THE CENTERLINE OF GROVELAND ROAD, 3.1 METERS (10.3 FEET) SOUTHWEST
 DI6165'OF A POWER POLE, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE
 DI6165'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6166 ***********************************************************************
 DI6166  DESIGNATION -  63615
 DI6166  PID         -  DI6166
 DI6166  STATE/COUNTY-  MI/OAKLAND
 DI6166  COUNTRY     -  US
 DI6166  USGS QUAD   -  DAVISBURG (2017)
 DI6166
 DI6166                         *CURRENT SURVEY CONTROL
 DI6166  ______________________________________________________________________
 DI6166* NAD 83(2011) POSITION- 42 51 54.33472(N) 083 35 42.93167(W)   ADJUSTED
 DI6166* NAD 83(2011) ELLIP HT-   246.114 (meters)        (06/27/12)   ADJUSTED
 DI6166* NAD 83(2011) EPOCH   -  2010.00
 DI6166* NAVD 88 ORTHO HEIGHT -   280.230 (meters)      919.39  (feet) ADJUSTED
 DI6166  ______________________________________________________________________
 DI6166  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 DI6166  NAD 83(2011) X  -    522,320.698 (meters)                     COMP
 DI6166  NAD 83(2011) Y  - -4,653,117.967 (meters)                     COMP
 DI6166  NAD 83(2011) Z  -  4,316,696.354 (meters)                     COMP
 DI6166  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 DI6166  DYNAMIC HEIGHT  -        280.150 (meters)      919.13  (feet) COMP
 DI6166  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 DI6166
 DI6166  VERT ORDER      -  SECOND    CLASS I
 DI6166
 DI6166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6166  Standards:
 DI6166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6166  -------------------------------------------------------------------
 DI6166  NETWORK    0.45   0.65           0.21   0.14   0.33      0.08836938
 DI6166  -------------------------------------------------------------------
 DI6166  Click here for local accuracies and other accuracy information.
 DI6166
 DI6166.The horizontal coordinates were established by GPS observations
 DI6166.and adjusted by the National Geodetic Survey in June 2012.
 DI6166
 DI6166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6166.been affixed to the stable North American tectonic plate. See 
 DI6166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6166
 DI6166.The horizontal coordinates are valid at the epoch date displayed above
 DI6166.which is a decimal equivalence of Year/Month/Day.
 DI6166
 DI6166.The orthometric height was determined by differential leveling and
 DI6166.adjusted by the NATIONAL GEODETIC SURVEY
 DI6166.in July 2007.
 DI6166
 DI6166.No vertical observational check was made to the station.
 DI6166
 DI6166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6166.GEOID18 height accuracy estimate available here.
 DI6166
 DI6166.Click photographs - Photos may exist for this station.
 DI6166
 DI6166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6166
 DI6166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6166
 DI6166.The ellipsoidal height was determined by GPS observations
 DI6166.and is referenced to NAD 83.
 DI6166
 DI6166.The dynamic height is computed by dividing the NAVD 88
 DI6166.geopotential number by the normal gravity value computed on the
 DI6166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6166.degrees latitude (g = 980.6199 gals.).
 DI6166
 DI6166.The modeled gravity was interpolated from observed gravity values.
 DI6166
 DI6166. The following values were computed from the NAD 83(2011) position.
 DI6166
 DI6166;                    North         East     Units Scale Factor Converg.
 DI6166;SPC MI S     -   151,919.696 4,063,032.035   MT  0.99990694   +0 31 29.9
 DI6166;SPC MI S     -   498,424.20 13,330,157.60   iFT  0.99990694   +0 31 29.9
 DI6166;UTM  17      - 4,749,101.230   287,997.013   MT  1.00015297   -1 45 58.1
 DI6166
 DI6166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6166!SPC MI S     -   0.99996140  x   0.99990694  =   0.99986835
 DI6166!UTM  17      -   0.99996140  x   1.00015297  =   1.00011437
 DI6166
 DI6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8799749101(NAD 83)
 DI6166
 DI6166                          SUPERSEDED SURVEY CONTROL
 DI6166
 DI6166  NAD 83(2007)-  42 51 54.33461(N)    083 35 42.93228(W) AD(2002.00) 1
 DI6166  ELLIP H (06/10/07)  246.126  (m)                       GP(2002.00) 4 1
 DI6166  NAVD 88             280.23   (m)          919.4    (f) LEVELING    3  
 DI6166
 DI6166.Superseded values are not recommended for survey control.
 DI6166
 DI6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6166.See file dsdata.pdf to determine how the superseded data were derived.
 DI6166
 DI6166_MARKER: DD = SURVEY DISK
 DI6166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6166_STAMPING: 63615 2006
 DI6166_MARK LOGO: MIDT
 DI6166_PROJECTION: FLUSH
 DI6166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6166+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6166
 DI6166  HISTORY     - Date     Condition        Report By
 DI6166  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6166
 DI6166                          STATION DESCRIPTION
 DI6166
 DI6166'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6166'THE STATION IS LOCATED 5.4 MILES (8.69 KILOMETERS) NORTH-NORTHEAST OF
 DI6166'HOLLY, 4.6 MILES (7.4 KILOMETERS) SOUTH-SOUTHEAST OF GRAND BLANC, AND
 DI6166'6.0 MILES (9.66 KILOMETERS) SOUTHWEST OF ATLAS, NORTH OF EVANS ROAD ON
 DI6166'EXTENDED WILLOW COURT.
 DI6166'
 DI6166'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6166'NORTH HOLLY ROAD, GO SOUTH ON NORTH HOLLY ROAD FOR 2.2 MILES (3.54
 DI6166'KILOMETERS) TO EVANS ROAD, TURN LEFT AND GO EAST ON EVANS ROAD FOR 1.7
 DI6166'MILES (2.74 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6166'
 DI6166'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6166'DISK STAMPED 63615 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6166'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 39.9 METERS
 DI6166'(130.8 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--5399--, 23.2
 DI6166'METERS (76.2 FEET) SOUTHWEST OF A POWER POLE, 6.2 METERS (20.4 FEET)
 DI6166'NORTH OF THE CENTERLINE OF EVANS ROAD, 0.3 METERS (1.0 FEET) WEST OF
 DI6166'THE EXTENDED CENTERLINE OF WILLOW COURT, AND 11 INCHES (28
 DI6166'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6167 ***********************************************************************
 DI6167  DESIGNATION -  63616
 DI6167  PID         -  DI6167
 DI6167  STATE/COUNTY-  MI/OAKLAND
 DI6167  COUNTRY     -  US
 DI6167  USGS QUAD   -  FENTON (2017)
 DI6167
 DI6167                         *CURRENT SURVEY CONTROL
 DI6167  ______________________________________________________________________
 DI6167* NAD 83(1986) POSITION- 42 51 50.89   (N) 083 37 47.70   (W)   HD_HELD1
 DI6167* NAVD 88 ORTHO HEIGHT -   287.638 (meters)      943.69  (feet) ADJUSTED
 DI6167  ______________________________________________________________________
 DI6167  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 DI6167  DYNAMIC HEIGHT  -        287.557 (meters)      943.43  (feet) COMP
 DI6167  MODELED GRAVITY -    980,332.2   (mgal)                       NAVD 88
 DI6167
 DI6167  VERT ORDER      -  FIRST     CLASS II
 DI6167
 DI6167.The horizontal coordinates were determined by differentially corrected
 DI6167.hand held GPS observations or other comparable positioning techniques
 DI6167.and have an estimated accuracy of +/- 3 meters.
 DI6167
 DI6167.The orthometric height was determined by differential leveling and
 DI6167.adjusted by the NATIONAL GEODETIC SURVEY
 DI6167.in July 2007.
 DI6167
 DI6167.No vertical observational check was made to the station.
 DI6167
 DI6167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6167.GEOID18 height accuracy estimate available here.
 DI6167
 DI6167.Click photographs - Photos may exist for this station.
 DI6167
 DI6167.The dynamic height is computed by dividing the NAVD 88
 DI6167.geopotential number by the normal gravity value computed on the
 DI6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6167.degrees latitude (g = 980.6199 gals.).
 DI6167
 DI6167.The modeled gravity was interpolated from observed gravity values.
 DI6167
 DI6167;                    North         East    Units  Estimated Accuracy
 DI6167;SPC MI S     -   151,788.0   4,060,201.1     MT  (+/- 3 meters HH1 GPS) 
 DI6167
 DI6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8516249082(NAD 83)
 DI6167
 DI6167                          SUPERSEDED SURVEY CONTROL
 DI6167
 DI6167.No superseded survey control is available for this station.
 DI6167
 DI6167_MARKER: DD = SURVEY DISK
 DI6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6167_STAMPING: 63616 2006
 DI6167_MARK LOGO: MIDT
 DI6167_PROJECTION: FLUSH
 DI6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6167+STABILITY: SURFACE MOTION
 DI6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6167+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 DI6167
 DI6167  HISTORY     - Date     Condition        Report By
 DI6167  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6167  HISTORY     - 20080408 GOOD             COLEM
 DI6167  HISTORY     - 20240604 MARK NOT FOUND   MIDT
 DI6167
 DI6167                          STATION DESCRIPTION
 DI6167
 DI6167'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6167'THE STATION IS LOCATED 4.4 MILES (7.08 KILOMETERS) SOUTH OF GRAND
 DI6167'BLANC, 5.1 MILES (8.21 KILOMETERS) NORTH OF HOLLY, AND 6.0 MILES (9.66
 DI6167'KILOMETERS) NORTHEAST OF FENTON, IN THE SOUTHEAST QUADRANT OF THE
 DI6167'INTERSECTION OF EVANS ROAD WITH NORTH HOLLY ROAD.
 DI6167'
 DI6167'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY NORTH -75
 DI6167'WITH NORTH HOLLY ROAD, GO SOUTH ON NORTH HOLLY ROAD FOR 2.2 MILES
 DI6167'(3.54 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6167'
 DI6167'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6167'DISK STAMPED 63616 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6167'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 29.0 METERS (95.0
 DI6167'FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--11309--, 20.6 METERS
 DI6167'(67.5 FEET) EAST OF THE CENTERLINE OF NORTH HOLLY ROAD, 8.4 METERS
 DI6167'(27.4 FEET) SOUTH OF THE CENTERLINE OF EVANS ROAD, 3.5 METERS (11.4
 DI6167'FEET) EAST-SOUTHEAST OF THE END OF A CURB, AND 11 INCHES (28
 DI6167'CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
 DI6167
 DI6167                          STATION RECOVERY (2008)
 DI6167
 DI6167'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6167'RECOVERED AS DESCRIBED.
 DI6167
 DI6167                          STATION RECOVERY (2024)
 DI6167
 DI6167'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DI6167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6168 ***********************************************************************
 DI6168  DESIGNATION -  63617
 DI6168  PID         -  DI6168
 DI6168  STATE/COUNTY-  MI/OAKLAND
 DI6168  COUNTRY     -  US
 DI6168  USGS QUAD   -  FENTON (2017)
 DI6168
 DI6168                         *CURRENT SURVEY CONTROL
 DI6168  ______________________________________________________________________
 DI6168* NAD 83(1986) POSITION- 42 51 23.28   (N) 083 38 57.73   (W)   HD_HELD1
 DI6168* NAVD 88 ORTHO HEIGHT -   274.793 (meters)      901.55  (feet) ADJUSTED
 DI6168  ______________________________________________________________________
 DI6168  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 DI6168  DYNAMIC HEIGHT  -        274.716 (meters)      901.30  (feet) COMP
 DI6168  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DI6168
 DI6168  VERT ORDER      -  FIRST     CLASS II
 DI6168
 DI6168.The horizontal coordinates were determined by differentially corrected
 DI6168.hand held GPS observations or other comparable positioning techniques
 DI6168.and have an estimated accuracy of +/- 3 meters.
 DI6168
 DI6168.The orthometric height was determined by differential leveling and
 DI6168.adjusted by the NATIONAL GEODETIC SURVEY
 DI6168.in July 2007.
 DI6168
 DI6168.No vertical observational check was made to the station.
 DI6168
 DI6168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6168.GEOID18 height accuracy estimate available here.
 DI6168
 DI6168.Click photographs - Photos may exist for this station.
 DI6168
 DI6168.The dynamic height is computed by dividing the NAVD 88
 DI6168.geopotential number by the normal gravity value computed on the
 DI6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6168.degrees latitude (g = 980.6199 gals.).
 DI6168
 DI6168.The modeled gravity was interpolated from observed gravity values.
 DI6168
 DI6168;                    North         East    Units  Estimated Accuracy
 DI6168;SPC MI S     -   150,922.4   4,058,618.9     MT  (+/- 3 meters HH1 GPS) 
 DI6168
 DI6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8354648280(NAD 83)
 DI6168
 DI6168                          SUPERSEDED SURVEY CONTROL
 DI6168
 DI6168.No superseded survey control is available for this station.
 DI6168
 DI6168_MARKER: DD = SURVEY DISK
 DI6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6168_STAMPING: 63617 2006
 DI6168_MARK LOGO: MIDT
 DI6168_PROJECTION: FLUSH
 DI6168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6168+STABILITY: SURFACE MOTION
 DI6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6168+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 DI6168
 DI6168  HISTORY     - Date     Condition        Report By
 DI6168  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6168  HISTORY     - 20080408 GOOD             COLEM
 DI6168
 DI6168                          STATION DESCRIPTION
 DI6168
 DI6168'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6168'THE STATION IS LOCATED 5.0 MILES (8.05 KILOMETERS) NORTHEAST OF
 DI6168'FENTON, 4.6 MILES (7.4 KILOMETERS) NORTH-NORTHWEST OF HOLLY, AND 5.0
 DI6168'MILES (8.05 KILOMETERS) SOUTH-SOUTHWEST OF GRAND BLANC, IN THE
 DI6168'SOUTHEAST QUADRANT OF THE INTERSECTION OF BELFORD ROAD WITH FISH LAKE
 DI6168'ROAD.
 DI6168'
 DI6168'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH FISH
 DI6168'LAKE ROAD, GO NORTH ON FISH LAKE ROAD FOR 3.6 MILES (5.79 KILOMETERS)
 DI6168'TO THE STATION ON THE RIGHT.
 DI6168'
 DI6168'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6168'DISK STAMPED 63617 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6168'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 76.2 METERS
 DI6168'(250.0 FEET) EAST OF PRIVATE ENTRANCE--2495--, 32.9 METERS (108.0
 DI6168'FEET) NORTH-NORTHWEST OF A POWER POLE, 20.4 METERS (67.0 FEET) SOUTH
 DI6168'OF THE CENTERLINE OF BELFORD ROAD, 6.7 METERS (22.0 FEET) EAST OF THE
 DI6168'CENTERLINE OF FISH LAKE ROAD, AND 11 INCHES (28 CENTIMETERS) WEST OF A
 DI6168'CARSONITE WITNESS POST.
 DI6168
 DI6168                          STATION RECOVERY (2008)
 DI6168
 DI6168'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6168'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6430 ***********************************************************************
 DI6430  DESIGNATION -  63618
 DI6430  PID         -  DI6430
 DI6430  STATE/COUNTY-  MI/OAKLAND
 DI6430  COUNTRY     -  US
 DI6430  USGS QUAD   -  FENTON (2017)
 DI6430
 DI6430                         *CURRENT SURVEY CONTROL
 DI6430  ______________________________________________________________________
 DI6430* NAD 83(1986) POSITION- 42 50 06.     (N) 083 38 55.     (W)   SCALED
 DI6430* NAVD 88 ORTHO HEIGHT -   273.087 (meters)      895.95  (feet) ADJUSTED
 DI6430  ______________________________________________________________________
 DI6430  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 DI6430  DYNAMIC HEIGHT  -        273.010 (meters)      895.70  (feet) COMP
 DI6430  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 DI6430
 DI6430  VERT ORDER      -  SECOND    CLASS I
 DI6430
 DI6430.The horizontal coordinates were scaled from a map and have
 DI6430.an estimated accuracy of +/- 6 seconds.
 DI6430
 DI6430.The orthometric height was determined by differential leveling and
 DI6430.adjusted by the NATIONAL GEODETIC SURVEY
 DI6430.in July 2007.
 DI6430
 DI6430.No vertical observational check was made to the station.
 DI6430
 DI6430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6430.GEOID18 height accuracy estimate available here.
 DI6430
 DI6430.Click photographs - Photos may exist for this station.
 DI6430
 DI6430.The dynamic height is computed by dividing the NAVD 88
 DI6430.geopotential number by the normal gravity value computed on the
 DI6430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6430.degrees latitude (g = 980.6199 gals.).
 DI6430
 DI6430.The modeled gravity was interpolated from observed gravity values.
 DI6430
 DI6430;                    North         East    Units  Estimated Accuracy
 DI6430;SPC MI S     -   148,540.    4,058,700.      MT  (+/- 180 meters Scaled)
 DI6430
 DI6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH835458(NAD 83)
 DI6430
 DI6430                          SUPERSEDED SURVEY CONTROL
 DI6430
 DI6430.No superseded survey control is available for this station.
 DI6430
 DI6430_MARKER: DD = SURVEY DISK
 DI6430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6430_STAMPING: 63618 2006
 DI6430_MARK LOGO: MIDT
 DI6430_PROJECTION: FLUSH
 DI6430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6430+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6430
 DI6430  HISTORY     - Date     Condition        Report By
 DI6430  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6430
 DI6430                          STATION DESCRIPTION
 DI6430
 DI6430'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6430'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) NORTH-NORTHWEST OF
 DI6430'HOLLY, 4.0 MILES (6.44 KILOMETERS) NORTHEAST OF FENTON, AND 6.4 MILES
 DI6430'(10.3 KILOMETERS) SOUTH-SOUTHWEST OF GRAND BLANC, LOCATED EAST OF FISH
 DI6430'LAKE ROAD AND BETWEEN ADDIS ROAD AND KURTZ ROAD.
 DI6430'
 DI6430'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH FISH
 DI6430'LAKE ROAD, GO NORTH ON FISH LAKE ROAD FOR 2.2 MILES (3.54 KILOMETERS)
 DI6430'TO THE STATION ON THE RIGHT.
 DI6430'
 DI6430'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6430'DISK STAMPED 63618 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6430'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 442.0 METERS
 DI6430'(1450.0 FEET) NORTH OF ADDIS ROAD, 161.5 METERS (530.0 FEET) SOUTH OF
 DI6430'PRIVATE ENTRANCE--13195--, 6.6 METERS (21.7 FEET) EAST OF THE
 DI6430'CENTERLINE OF FISH LAKE ROAD, 0.8 METERS (2.5 FEET) WEST OF A FENCE
 DI6430'LINE, AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6169 ***********************************************************************
 DI6169  DESIGNATION -  63619
 DI6169  PID         -  DI6169
 DI6169  STATE/COUNTY-  MI/OAKLAND
 DI6169  COUNTRY     -  US
 DI6169  USGS QUAD   -  FENTON (2017)
 DI6169
 DI6169                         *CURRENT SURVEY CONTROL
 DI6169  ______________________________________________________________________
 DI6169* NAD 83(1986) POSITION- 42 48 45.     (N) 083 38 52.     (W)   SCALED
 DI6169* NAVD 88 ORTHO HEIGHT -   294.814 (meters)      967.24  (feet) ADJUSTED
 DI6169  ______________________________________________________________________
 DI6169  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 DI6169  DYNAMIC HEIGHT  -        294.731 (meters)      966.96  (feet) COMP
 DI6169  MODELED GRAVITY -    980,329.2   (mgal)                       NAVD 88
 DI6169
 DI6169  VERT ORDER      -  SECOND    CLASS I
 DI6169
 DI6169.The horizontal coordinates were scaled from a map and have
 DI6169.an estimated accuracy of +/- 6 seconds.
 DI6169
 DI6169.The orthometric height was determined by differential leveling and
 DI6169.adjusted by the NATIONAL GEODETIC SURVEY
 DI6169.in July 2007.
 DI6169
 DI6169.No vertical observational check was made to the station.
 DI6169
 DI6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6169.GEOID18 height accuracy estimate available here.
 DI6169
 DI6169.Click photographs - Photos may exist for this station.
 DI6169
 DI6169.The dynamic height is computed by dividing the NAVD 88
 DI6169.geopotential number by the normal gravity value computed on the
 DI6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6169.degrees latitude (g = 980.6199 gals.).
 DI6169
 DI6169.The modeled gravity was interpolated from observed gravity values.
 DI6169
 DI6169;                    North         East    Units  Estimated Accuracy
 DI6169;SPC MI S     -   146,040.    4,058,790.      MT  (+/- 180 meters Scaled)
 DI6169
 DI6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH835433(NAD 83)
 DI6169
 DI6169                          SUPERSEDED SURVEY CONTROL
 DI6169
 DI6169.No superseded survey control is available for this station.
 DI6169
 DI6169_MARKER: DD = SURVEY DISK
 DI6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6169_STAMPING: 63619 2006
 DI6169_MARK LOGO: MIDT
 DI6169_PROJECTION: FLUSH
 DI6169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6169+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6169
 DI6169  HISTORY     - Date     Condition        Report By
 DI6169  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6169
 DI6169                          STATION DESCRIPTION
 DI6169
 DI6169'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6169'THE STATION IS LOCATED 3.1 MILES (4.99 KILOMETERS) NORTHEAST OF
 DI6169'FENTON, 1.8 MILES (2.9 KILOMETERS) NORTH-NORTHWEST OF HOLLY, AND 6.9
 DI6169'MILES (11.1 KILOMETERS) NORTHWEST OF DAVISBURG, IN THE SOUTHEAST
 DI6169'QUADRANT OF THE INTERSECTION OF QUICK ROAD WITH FISH LAKE ROAD.
 DI6169'
 DI6169'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH FISH
 DI6169'LAKE ROAD, GO NORTH ON FISH LAKE ROAD FOR 0.6 MILES (0.97 KILOMETERS)
 DI6169'TO THE STATION ON THE RIGHT.
 DI6169'
 DI6169'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6169'DISK STAMPED 63619 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6169'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 50.3 METERS
 DI6169'(165.0 FEET) SOUTH OF THE CENTERLINE OF QUICK ROAD, 30.4 METERS (99.8
 DI6169'FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--15022--, 10.8
 DI6169'METERS (35.4 FEET) WEST-SOUTHWEST OF A POWER POLE, 7.8 METERS (25.7
 DI6169'FEET) EAST OF THE CENTERLINE OF FISH LAKE ROAD, AND 11 INCHES (28
 DI6169'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6170 ***********************************************************************
 DI6170  DESIGNATION -  63620
 DI6170  PID         -  DI6170
 DI6170  STATE/COUNTY-  MI/OAKLAND
 DI6170  COUNTRY     -  US
 DI6170  USGS QUAD   -  FENTON (2017)
 DI6170
 DI6170                         *CURRENT SURVEY CONTROL
 DI6170  ______________________________________________________________________
 DI6170* NAD 83(2011) POSITION- 42 47 26.92251(N) 083 38 49.82794(W)   ADJUSTED
 DI6170* NAD 83(2011) ELLIP HT-   263.195 (meters)        (06/27/12)   ADJUSTED
 DI6170* NAD 83(2011) EPOCH   -  2010.00
 DI6170* NAVD 88 ORTHO HEIGHT -   297.077 (meters)      974.66  (feet) ADJUSTED
 DI6170  ______________________________________________________________________
 DI6170  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 DI6170  NAD 83(2011) X  -    518,726.417 (meters)                     COMP
 DI6170  NAD 83(2011) Y  - -4,659,177.157 (meters)                     COMP
 DI6170  NAD 83(2011) Z  -  4,310,655.831 (meters)                     COMP
 DI6170  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 DI6170  DYNAMIC HEIGHT  -        296.993 (meters)      974.38  (feet) COMP
 DI6170  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 DI6170
 DI6170  VERT ORDER      -  SECOND    CLASS I
 DI6170
 DI6170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6170  Standards:
 DI6170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6170  -------------------------------------------------------------------
 DI6170  NETWORK    0.35   0.55           0.16   0.12   0.28      0.02410333
 DI6170  -------------------------------------------------------------------
 DI6170  Click here for local accuracies and other accuracy information.
 DI6170
 DI6170.The horizontal coordinates were established by GPS observations
 DI6170.and adjusted by the National Geodetic Survey in June 2012.
 DI6170
 DI6170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6170.been affixed to the stable North American tectonic plate. See 
 DI6170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6170
 DI6170.The horizontal coordinates are valid at the epoch date displayed above
 DI6170.which is a decimal equivalence of Year/Month/Day.
 DI6170
 DI6170.The orthometric height was determined by differential leveling and
 DI6170.adjusted by the NATIONAL GEODETIC SURVEY
 DI6170.in July 2007.
 DI6170
 DI6170.No vertical observational check was made to the station.
 DI6170
 DI6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6170.GEOID18 height accuracy estimate available here.
 DI6170
 DI6170.Click photographs - Photos may exist for this station.
 DI6170
 DI6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6170
 DI6170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6170
 DI6170.The ellipsoidal height was determined by GPS observations
 DI6170.and is referenced to NAD 83.
 DI6170
 DI6170.The dynamic height is computed by dividing the NAVD 88
 DI6170.geopotential number by the normal gravity value computed on the
 DI6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6170.degrees latitude (g = 980.6199 gals.).
 DI6170
 DI6170.The modeled gravity was interpolated from observed gravity values.
 DI6170
 DI6170. The following values were computed from the NAD 83(2011) position.
 DI6170
 DI6170;                    North         East     Units Scale Factor Converg.
 DI6170;SPC MI S     -   143,631.352 4,058,860.607   MT  0.99990822   +0 29 22.7
 DI6170;SPC MI S     -   471,231.47 13,316,471.81   iFT  0.99990822   +0 29 22.7
 DI6170;UTM  17      - 4,740,984.086   283,496.595   MT  1.00017671   -1 47 56.3
 DI6170
 DI6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6170!SPC MI S     -   0.99995873  x   0.99990822  =   0.99986695
 DI6170!UTM  17      -   0.99995873  x   1.00017671  =   1.00013543
 DI6170
 DI6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8349640984(NAD 83)
 DI6170
 DI6170                          SUPERSEDED SURVEY CONTROL
 DI6170
 DI6170  NAD 83(2007)-  42 47 26.92232(N)    083 38 49.82852(W) AD(2002.00) 1
 DI6170  ELLIP H (06/10/07)  263.209  (m)                       GP(2002.00) 4 1
 DI6170  NAVD 88             297.08   (m)          974.7    (f) LEVELING    3  
 DI6170
 DI6170.Superseded values are not recommended for survey control.
 DI6170
 DI6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6170.See file dsdata.pdf to determine how the superseded data were derived.
 DI6170
 DI6170_MARKER: DD = SURVEY DISK
 DI6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6170_STAMPING: 63620 2006
 DI6170_MARK LOGO: MIDT
 DI6170_PROJECTION: FLUSH
 DI6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6170+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6170
 DI6170  HISTORY     - Date     Condition        Report By
 DI6170  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6170
 DI6170                          STATION DESCRIPTION
 DI6170
 DI6170'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6170'THE STATION IS LOCATED 1.0 MILE (1.61 KILOMETERS) WEST OF HOLLY, 3.0
 DI6170'MILES (4.83 KILOMETERS) EAST-SOUTHEAST OF FENTON, AND 6.1 MILES (9.82
 DI6170'KILOMETERS) NORTHWEST OF DAVISBURG, IN THE SOUTHEAST QUADRANT OF THE
 DI6170'INTERSECTION OF ACADEMY ROAD WITH FISH LAKE ROAD.
 DI6170'
 DI6170'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH FISH
 DI6170'LAKE ROAD, GO SOUTH ON FISH LAKE ROAD FOR 0.9 MILES (1.45 KILOMETERS)
 DI6170'TO THE STATION ON THE LEFT.
 DI6170'
 DI6170'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6170'DISK STAMPED 63620 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6170'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 73.2 METERS
 DI6170'(240.0 FEET)  SOUTH OF ACADEMY ROAD, 15.8 METERS (51.8 FEET)
 DI6170'NORTH-NORTHWEST OF A POWER POLE, 10.7 METERS (35.0 FEET) EAST OF THE
 DI6170'CENTERLINE OF FISH LAKE ROAD, 8.1 METERS (26.6 FEET) NORTH OF THE
 DI6170'EXTENDED CENTER OF PRIVATE ENTRANCE--16080--, AND 11 INCHES (28
 DI6170'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6171 ***********************************************************************
 DI6171  DESIGNATION -  63621
 DI6171  PID         -  DI6171
 DI6171  STATE/COUNTY-  MI/OAKLAND
 DI6171  COUNTRY     -  US
 DI6171  USGS QUAD   -  FENTON (2017)
 DI6171
 DI6171                         *CURRENT SURVEY CONTROL
 DI6171  ______________________________________________________________________
 DI6171* NAD 83(1986) POSITION- 42 46 53.     (N) 083 40 07.     (W)   SCALED
 DI6171* NAVD 88 ORTHO HEIGHT -   277.344 (meters)      909.92  (feet) ADJUSTED
 DI6171  ______________________________________________________________________
 DI6171  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 DI6171  DYNAMIC HEIGHT  -        277.265 (meters)      909.66  (feet) COMP
 DI6171  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 DI6171
 DI6171  VERT ORDER      -  SECOND    CLASS I
 DI6171
 DI6171.The horizontal coordinates were scaled from a map and have
 DI6171.an estimated accuracy of +/- 6 seconds.
 DI6171
 DI6171.The orthometric height was determined by differential leveling and
 DI6171.adjusted by the NATIONAL GEODETIC SURVEY
 DI6171.in July 2007.
 DI6171
 DI6171.No vertical observational check was made to the station.
 DI6171
 DI6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6171.GEOID18 height accuracy estimate available here.
 DI6171
 DI6171.Click photographs - Photos may exist for this station.
 DI6171
 DI6171.The dynamic height is computed by dividing the NAVD 88
 DI6171.geopotential number by the normal gravity value computed on the
 DI6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6171.degrees latitude (g = 980.6199 gals.).
 DI6171
 DI6171.The modeled gravity was interpolated from observed gravity values.
 DI6171
 DI6171;                    North         East    Units  Estimated Accuracy
 DI6171;SPC MI S     -   142,570.    4,057,120.      MT  (+/- 180 meters Scaled)
 DI6171
 DI6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH817399(NAD 83)
 DI6171
 DI6171                          SUPERSEDED SURVEY CONTROL
 DI6171
 DI6171.No superseded survey control is available for this station.
 DI6171
 DI6171_MARKER: DD = SURVEY DISK
 DI6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6171_STAMPING: 63621 2006
 DI6171_MARK LOGO: MIDT
 DI6171_PROJECTION: FLUSH
 DI6171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6171+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6171
 DI6171  HISTORY     - Date     Condition        Report By
 DI6171  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6171
 DI6171                          STATION DESCRIPTION
 DI6171
 DI6171'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6171'THE STATION IS LOCATED 2.2 MILES (3.54 KILOMETERS) SOUTHEAST OF
 DI6171'FENTON, 2.1 MILES (3.38 KILOMETERS) SOUTHWEST OF HOLLY, AND 8.5 MILES
 DI6171'(13.68 KILOMETERS) NORTHWEST OF WHITE LAKE, LOCATED EAST OF HICKORY
 DI6171'RIDGE ROAD AND BETWEEN HOUSER ROAD AND SOUTH FENTON ROAD.
 DI6171'
 DI6171'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH FISH
 DI6171'LAKE ROAD, GO SOUTH ON FISH LAKE ROAD FOR 1.4 MILES (2.25 KILOMETERS)
 DI6171'TO HOUSER ROAD, TURN RIGHT AND GO WEST ON HOUSER ROAD FOR 1.0 MILE
 DI6171'(1.61 KILOMETERS) TO HICKORY RIDGE ROAD, TURN LEFT AND GO SOUTH ON
 DI6171'HICKORY RIDGE ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON
 DI6171'THE LEFT.
 DI6171'
 DI6171'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6171'DISK STAMPED 63621 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6171'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 304.8 METERS
 DI6171'(1000.0 FEET) SOUTH OF HOUSER ROAD, 14.9 METERS (49.0 FEET)
 DI6171'WEST-SOUTHWEST OF A POWER POLE, 6.6 METERS (21.6 FEET) SOUTH OF THE
 DI6171'CENTER OF PRIVATE ENTRANCE --17085--, 6.1 METERS (20.0 FEET) EAST OF
 DI6171'THE CENTERLINE OF HICKORY RIDGE ROAD, AND 11 INCHES (28 CENTIMETERS)
 DI6171'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6368 ***********************************************************************
 DI6368  DESIGNATION -  63622
 DI6368  PID         -  DI6368
 DI6368  STATE/COUNTY-  MI/OAKLAND
 DI6368  COUNTRY     -  US
 DI6368  USGS QUAD   -  FENTON (2017)
 DI6368
 DI6368                         *CURRENT SURVEY CONTROL
 DI6368  ______________________________________________________________________
 DI6368* NAD 83(1986) POSITION- 42 45 31.     (N) 083 39 59.     (W)   SCALED
 DI6368* NAVD 88 ORTHO HEIGHT -   308.327 (meters)     1011.57  (feet) ADJUSTED
 DI6368  ______________________________________________________________________
 DI6368  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 DI6368  DYNAMIC HEIGHT  -        308.239 (meters)     1011.28  (feet) COMP
 DI6368  MODELED GRAVITY -    980,327.8   (mgal)                       NAVD 88
 DI6368
 DI6368  VERT ORDER      -  SECOND    CLASS I
 DI6368
 DI6368.The horizontal coordinates were scaled from a map and have
 DI6368.an estimated accuracy of +/- 6 seconds.
 DI6368
 DI6368.The orthometric height was determined by differential leveling and
 DI6368.adjusted by the NATIONAL GEODETIC SURVEY
 DI6368.in July 2007.
 DI6368
 DI6368.No vertical observational check was made to the station.
 DI6368
 DI6368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6368.GEOID18 height accuracy estimate available here.
 DI6368
 DI6368.Click photographs - Photos may exist for this station.
 DI6368
 DI6368.The dynamic height is computed by dividing the NAVD 88
 DI6368.geopotential number by the normal gravity value computed on the
 DI6368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6368.degrees latitude (g = 980.6199 gals.).
 DI6368
 DI6368.The modeled gravity was interpolated from observed gravity values.
 DI6368
 DI6368;                    North         East    Units  Estimated Accuracy
 DI6368;SPC MI S     -   140,040.    4,057,320.      MT  (+/- 180 meters Scaled)
 DI6368
 DI6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH818374(NAD 83)
 DI6368
 DI6368                          SUPERSEDED SURVEY CONTROL
 DI6368
 DI6368.No superseded survey control is available for this station.
 DI6368
 DI6368_MARKER: DD = SURVEY DISK
 DI6368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6368_STAMPING: 63622 2006
 DI6368_MARK LOGO: MIDT
 DI6368_PROJECTION: FLUSH
 DI6368_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6368+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 DI6368
 DI6368  HISTORY     - Date     Condition        Report By
 DI6368  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6368
 DI6368                          STATION DESCRIPTION
 DI6368
 DI6368'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6368'THE STATION IS LOCATED 7.3 MILES (11.75 KILOMETERS) NORTHWEST OF WHITE
 DI6368'LAKE, 3.0 MILES (4.83 KILOMETERS) SOUTHWEST OF HOLLY, AND 3.4 MILES
 DI6368'(5.47 KILOMETERS) SOUTHEAST OF FENTON, LOCATED EAST OF HICKORY RIDGE
 DI6368'ROAD AND BETWEEN PELLETT DRIVE AND BONE ROAD.
 DI6368'
 DI6368'TO REACH THE STATION FROM THE JUNCTION OF WEST ROSE CENTER ROAD WITH
 DI6368'BUCKHORN LAKE ROAD, GO NORTHWEST ALONG WEST ROSE CENTER ROAD FOR 2.1
 DI6368'MILES (3.38 KILOMETERS) TO HICKORY RIDGE ROAD, TURN RIGHT AND GO NORTH
 DI6368'ON HICKORY RIDGE ROAD FOR 1.3 MILES (2.09 KILOMETERS) TO THE STATION
 DI6368'ON THE RIGHT.
 DI6368'
 DI6368'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6368'DISK STAMPED 63622 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6368'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 274.3 METERS
 DI6368'(900.0 FEET) SOUTH OF BONE ROAD, 21.1 METERS (69.3 FEET) NORTH OF THE
 DI6368'EXTENDED CENTER OF PRIVATE ENTRANCE--18374--, 7.6 METERS (24.9 FEET)
 DI6368'EAST OF THE CENTERLINE OF HICKORY RIDGE ROAD, 7.5 METERS (24.5 FEET)
 DI6368'SOUTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--18364--, AND 11
 DI6368'INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6391 ***********************************************************************
 DI6391  DESIGNATION -  63623
 DI6391  PID         -  DI6391
 DI6391  STATE/COUNTY-  MI/OAKLAND
 DI6391  COUNTRY     -  US
 DI6391  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6391
 DI6391                         *CURRENT SURVEY CONTROL
 DI6391  ______________________________________________________________________
 DI6391* NAD 83(2011) POSITION- 42 44 11.34075(N) 083 39 57.42035(W)   ADJUSTED
 DI6391* NAD 83(2011) ELLIP HT-   277.011 (meters)        (06/27/12)   ADJUSTED
 DI6391* NAD 83(2011) EPOCH   -  2010.00
 DI6391* NAVD 88 ORTHO HEIGHT -   310.743 (meters)     1019.50  (feet) ADJUSTED
 DI6391  ______________________________________________________________________
 DI6391  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 DI6391  NAD 83(2011) X  -    517,652.814 (meters)                     COMP
 DI6391  NAD 83(2011) Y  - -4,663,429.903 (meters)                     COMP
 DI6391  NAD 83(2011) Z  -  4,306,234.198 (meters)                     COMP
 DI6391  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DI6391  DYNAMIC HEIGHT  -        310.654 (meters)     1019.20  (feet) COMP
 DI6391  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 DI6391
 DI6391  VERT ORDER      -  SECOND    CLASS I
 DI6391
 DI6391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6391  Standards:
 DI6391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6391  -------------------------------------------------------------------
 DI6391  NETWORK    0.33   0.53           0.15   0.12   0.27     -0.03084262
 DI6391  -------------------------------------------------------------------
 DI6391  Click here for local accuracies and other accuracy information.
 DI6391
 DI6391.The horizontal coordinates were established by GPS observations
 DI6391.and adjusted by the National Geodetic Survey in June 2012.
 DI6391
 DI6391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6391.been affixed to the stable North American tectonic plate. See 
 DI6391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6391
 DI6391.The horizontal coordinates are valid at the epoch date displayed above
 DI6391.which is a decimal equivalence of Year/Month/Day.
 DI6391
 DI6391.The orthometric height was determined by differential leveling and
 DI6391.adjusted by the NATIONAL GEODETIC SURVEY
 DI6391.in July 2007.
 DI6391
 DI6391.No vertical observational check was made to the station.
 DI6391
 DI6391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6391.GEOID18 height accuracy estimate available here.
 DI6391
 DI6391.Click photographs - Photos may exist for this station.
 DI6391
 DI6391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6391
 DI6391.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6391
 DI6391.The ellipsoidal height was determined by GPS observations
 DI6391.and is referenced to NAD 83.
 DI6391
 DI6391.The dynamic height is computed by dividing the NAVD 88
 DI6391.geopotential number by the normal gravity value computed on the
 DI6391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6391.degrees latitude (g = 980.6199 gals.).
 DI6391
 DI6391.The modeled gravity was interpolated from observed gravity values.
 DI6391
 DI6391. The following values were computed from the NAD 83(2011) position.
 DI6391
 DI6391;                    North         East     Units Scale Factor Converg.
 DI6391;SPC MI S     -   137,583.929 4,057,374.857   MT  0.99991022   +0 28 36.7
 DI6391;SPC MI S     -   451,390.84 13,311,597.30   iFT  0.99991022   +0 28 36.7
 DI6391;UTM  17      - 4,734,999.161   281,770.164   MT  1.00018595   -1 48 35.6
 DI6391
 DI6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6391!SPC MI S     -   0.99995656  x   0.99991022  =   0.99986678
 DI6391!UTM  17      -   0.99995656  x   1.00018595  =   1.00014250
 DI6391
 DI6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8177034999(NAD 83)
 DI6391
 DI6391                          SUPERSEDED SURVEY CONTROL
 DI6391
 DI6391  NAD 83(2007)-  42 44 11.34054(N)    083 39 57.42090(W) AD(2002.00) 1
 DI6391  ELLIP H (06/10/07)  277.027  (m)                       GP(2002.00) 4 1
 DI6391  NAVD 88             310.74   (m)         1019.5    (f) LEVELING    3  
 DI6391
 DI6391.Superseded values are not recommended for survey control.
 DI6391
 DI6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6391.See file dsdata.pdf to determine how the superseded data were derived.
 DI6391
 DI6391_MARKER: DD = SURVEY DISK
 DI6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6391_STAMPING: 63623 2006
 DI6391_MARK LOGO: MIDT
 DI6391_PROJECTION: FLUSH
 DI6391_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6391+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2018
 DI6391
 DI6391  HISTORY     - Date     Condition        Report By
 DI6391  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6391  HISTORY     - 20181115 GOOD             APSC
 DI6391
 DI6391                          STATION DESCRIPTION
 DI6391
 DI6391'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6391'THE STATION IS LOCATED 6.4 MILES (10.3 KILOMETERS) WEST-SOUTHWEST OF
 DI6391'DAVISBURG, 6.4 MILES (10.3 KILOMETERS) NORTHWEST OF WHITE LAKE, AND
 DI6391'7.1 MILES (11.43 KILOMETERS) NORTHEAST OF HARTLAND, LOCATED EAST OF
 DI6391'HICKORY RIDGE ROAD AND BETWEEN WEST ROSE CENTER ROAD AND EXTENDED
 DI6391'WHITETAIL TRAIL.
 DI6391'
 DI6391'TO REACH THE STATION FROM THE JUNCTION OF WEST ROSE CENTER ROAD WITH
 DI6391'BUCKHORN LAKE ROAD, GO NORTHWEST ALONG WEST ROSE CENTER ROAD FOR 2.1
 DI6391'MILES (3.38 KILOMETERS) TO HICKORY RIDGE ROAD, TURN LEFT AND GO SOUTH
 DI6391'ALONG HICKORY RIDGE ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO THE
 DI6391'STATION ON THE LEFT.
 DI6391'
 DI6391'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6391'DISK STAMPED 63623 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6391'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 266.7 METERS
 DI6391'(875.0 FEET) NORTH OF WHITETAIL TRAIL, 48.0 METERS (157.5 FEET)
 DI6391'SOUTH-SOUTHWEST OF A POWER POLE, 18.7 METERS (61.5 FEET) SOUTH OF THE
 DI6391'EXTENDED CENTER OF PRIVATE ENTRANCE--20132--, 7.4 METERS (24.4 FEET)
 DI6391'EAST OF THE CENTERLINE OF HICKORY RIDGE ROAD, AND 11 INCHES (28
 DI6391'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6391
 DI6391                          STATION RECOVERY (2018)
 DI6391
 DI6391'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6172 ***********************************************************************
 DI6172  DESIGNATION -  63624
 DI6172  PID         -  DI6172
 DI6172  STATE/COUNTY-  MI/OAKLAND
 DI6172  COUNTRY     -  US
 DI6172  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6172
 DI6172                         *CURRENT SURVEY CONTROL
 DI6172  ______________________________________________________________________
 DI6172* NAD 83(1986) POSITION- 42 42 51.     (N) 083 39 55.     (W)   SCALED
 DI6172* NAVD 88 ORTHO HEIGHT -   321.230 (meters)     1053.90  (feet) ADJUSTED
 DI6172  ______________________________________________________________________
 DI6172  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 DI6172  DYNAMIC HEIGHT  -        321.137 (meters)     1053.60  (feet) COMP
 DI6172  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 DI6172
 DI6172  VERT ORDER      -  SECOND    CLASS I
 DI6172
 DI6172.The horizontal coordinates were scaled from a map and have
 DI6172.an estimated accuracy of +/- 6 seconds.
 DI6172
 DI6172.The orthometric height was determined by differential leveling and
 DI6172.adjusted by the NATIONAL GEODETIC SURVEY
 DI6172.in July 2007.
 DI6172
 DI6172.No vertical observational check was made to the station.
 DI6172
 DI6172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6172.GEOID18 height accuracy estimate available here.
 DI6172
 DI6172.Click photographs - Photos may exist for this station.
 DI6172
 DI6172.The dynamic height is computed by dividing the NAVD 88
 DI6172.geopotential number by the normal gravity value computed on the
 DI6172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6172.degrees latitude (g = 980.6199 gals.).
 DI6172
 DI6172.The modeled gravity was interpolated from observed gravity values.
 DI6172
 DI6172;                    North         East    Units  Estimated Accuracy
 DI6172;SPC MI S     -   135,110.    4,057,450.      MT  (+/- 180 meters Scaled)
 DI6172
 DI6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH817325(NAD 83)
 DI6172
 DI6172                          SUPERSEDED SURVEY CONTROL
 DI6172
 DI6172.No superseded survey control is available for this station.
 DI6172
 DI6172_MARKER: DD = SURVEY DISK
 DI6172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6172_STAMPING: 63624 2006
 DI6172_MARK LOGO: MIDT
 DI6172_PROJECTION: FLUSH
 DI6172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6172+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2018
 DI6172
 DI6172  HISTORY     - Date     Condition        Report By
 DI6172  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6172  HISTORY     - 20181115 GOOD             APSC
 DI6172
 DI6172                          STATION DESCRIPTION
 DI6172
 DI6172'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6172'THE STATION IS LOCATED 5.8 MILES (9.33 KILOMETERS) NORTHWEST OF WHITE
 DI6172'LAKE, 6.8 MILES (10.94 KILOMETERS) SOUTHWEST OF DAVISBURG, AND 5.9
 DI6172'MILES (9.5 KILOMETERS) NORTHEAST OF HARTLAND, IN THE NORTHWEST
 DI6172'QUADRANT OF THE INTERSECTION OF TIPSICO TRAIL WITH HICKORY RIDGE ROAD.
 DI6172'TO REACH THE STATION FROM THE JUNCTION OF WEST ROSE CENTER ROAD WITH
 DI6172'BUCKHORN LAKE ROAD, GO NORTHWEST ALONG WEST ROSE CENTER ROAD FOR 2.1
 DI6172'MILES (3.38 KILOMETERS) TO HICKORY RIDGE ROAD, TURN LEFT AND GO SOUTH
 DI6172'ALONG HICKORY RIDGE ROAD FOR 1.8 MILES (2.9 KILOMETERS) TO THE STATION
 DI6172'ON THE RIGHT.
 DI6172'
 DI6172'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6172'DISK STAMPED 63624 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6172'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 41.4 METERS
 DI6172'(135.8 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--3360--, 19.1
 DI6172'METERS (62.8 FEET) WEST OF THE CENTERLINE OF HICKORY RIDGE ROAD, 7.3
 DI6172'METERS (24.0 FEET) NORTH OF THE CENTERLINE OF TIPSICO TRAIL, 4.4
 DI6172'METERS (14.5 FEET) WEST-NORTHWEST OF THE WESTERLY MOST CORNER OF A
 DI6172'BRICK FLOWER BOX, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE
 DI6172'WITNESS POST.
 DI6172
 DI6172                          STATION RECOVERY (2018)
 DI6172
 DI6172'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6172'MDOT CARSONITE WITNESS POST GONE.  STATION IS 9.7 FT (3.0 M) EAST OF A
 DI6172'YELLOW REFLECTIVE CARSONITE POST MARKING THE NORTH END OF A 1.8 FT
 DI6172'(0.5 M)  X 1.25 FT (0.4 M) ELLIPTICAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6387 ***********************************************************************
 DI6387  DESIGNATION -  63625
 DI6387  PID         -  DI6387
 DI6387  STATE/COUNTY-  MI/OAKLAND
 DI6387  COUNTRY     -  US
 DI6387  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6387
 DI6387                         *CURRENT SURVEY CONTROL
 DI6387  ______________________________________________________________________
 DI6387* NAD 83(2011) POSITION- 42 40 23.89157(N) 083 39 50.69540(W)   ADJUSTED
 DI6387* NAD 83(2011) ELLIP HT-   302.222 (meters)        (06/27/12)   ADJUSTED
 DI6387* NAD 83(2011) EPOCH   -  2010.00
 DI6387* NAVD 88 ORTHO HEIGHT -   335.817 (meters)     1101.76  (feet) ADJUSTED
 DI6387  ______________________________________________________________________
 DI6387  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 DI6387  NAD 83(2011) X  -    518,332.240 (meters)                     COMP
 DI6387  NAD 83(2011) Y  - -4,668,162.689 (meters)                     COMP
 DI6387  NAD 83(2011) Z  -  4,301,093.462 (meters)                     COMP
 DI6387  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 DI6387  DYNAMIC HEIGHT  -        335.722 (meters)     1101.45  (feet) COMP
 DI6387  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 DI6387
 DI6387  VERT ORDER      -  SECOND    CLASS I
 DI6387
 DI6387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6387  Standards:
 DI6387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6387  -------------------------------------------------------------------
 DI6387  NETWORK    0.47   0.65           0.21   0.17   0.33     -0.14078012
 DI6387  -------------------------------------------------------------------
 DI6387  Click here for local accuracies and other accuracy information.
 DI6387
 DI6387.The horizontal coordinates were established by GPS observations
 DI6387.and adjusted by the National Geodetic Survey in June 2012.
 DI6387
 DI6387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6387.been affixed to the stable North American tectonic plate. See 
 DI6387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6387
 DI6387.The horizontal coordinates are valid at the epoch date displayed above
 DI6387.which is a decimal equivalence of Year/Month/Day.
 DI6387
 DI6387.The orthometric height was determined by differential leveling and
 DI6387.adjusted by the NATIONAL GEODETIC SURVEY
 DI6387.in July 2007.
 DI6387
 DI6387.No vertical observational check was made to the station.
 DI6387
 DI6387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6387.GEOID18 height accuracy estimate available here.
 DI6387
 DI6387.Click photographs - Photos may exist for this station.
 DI6387
 DI6387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6387
 DI6387.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6387
 DI6387.The ellipsoidal height was determined by GPS observations
 DI6387.and is referenced to NAD 83.
 DI6387
 DI6387.The dynamic height is computed by dividing the NAVD 88
 DI6387.geopotential number by the normal gravity value computed on the
 DI6387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6387.degrees latitude (g = 980.6199 gals.).
 DI6387
 DI6387.The modeled gravity was interpolated from observed gravity values.
 DI6387
 DI6387. The following values were computed from the NAD 83(2011) position.
 DI6387
 DI6387;                    North         East     Units Scale Factor Converg.
 DI6387;SPC MI S     -   130,567.554 4,057,586.372   MT  0.99991367   +0 28 41.3
 DI6387;SPC MI S     -   428,371.24 13,312,291.25   iFT  0.99991367   +0 28 41.3
 DI6387;UTM  17      - 4,727,978.008   281,701.665   MT  1.00018633   -1 48 23.3
 DI6387
 DI6387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6387!SPC MI S     -   0.99995260  x   0.99991367  =   0.99986628
 DI6387!UTM  17      -   0.99995260  x   1.00018633  =   1.00013893
 DI6387
 DI6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8170127978(NAD 83)
 DI6387
 DI6387                          SUPERSEDED SURVEY CONTROL
 DI6387
 DI6387  NAD 83(2007)-  42 40 23.89137(N)    083 39 50.69595(W) AD(2002.00) 1
 DI6387  ELLIP H (06/10/07)  302.238  (m)                       GP(2002.00) 4 1
 DI6387  NAVD 88             335.82   (m)         1101.8    (f) LEVELING    3  
 DI6387
 DI6387.Superseded values are not recommended for survey control.
 DI6387
 DI6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6387.See file dsdata.pdf to determine how the superseded data were derived.
 DI6387
 DI6387_MARKER: DD = SURVEY DISK
 DI6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6387_STAMPING: 63625 2006
 DI6387_MARK LOGO: MIDT
 DI6387_PROJECTION: FLUSH
 DI6387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6387+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2020
 DI6387
 DI6387  HISTORY     - Date     Condition        Report By
 DI6387  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6387  HISTORY     - 20181115 GOOD             APSC
 DI6387  HISTORY     - 20200618 GOOD             MIDT
 DI6387
 DI6387                          STATION DESCRIPTION
 DI6387
 DI6387'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6387'THE STATION IS LOCATED 4.7 MILES (7.56 KILOMETERS) NORTHEAST OF
 DI6387'HARTLAND, 3.4 MILES (5.47 KILOMETERS) NORTHWEST OF HIGHLAND, AND 5.6
 DI6387'MILES     (9.01 KILOMETERS) WEST-SOUTHWEST OF WHITE LAKE, LOCATED EAST
 DI6387'OF NORTH HICKORY RIDGE ROAD AND BETWEEN EXTENDED BROADVIEW LANE AND
 DI6387'ROSEMARY LANE.
 DI6387'
 DI6387'TO REACH THE STATION FROM THE JUNCTION OF NORTH MILFORD ROAD WITH
 DI6387'CLYDE ROAD, GO WEST ON CLDYE ROAD FOR 2.3 MILES (3.7 KILOMETERS) TO
 DI6387'NORTH HICKORY RIDGE ROAD, TURN LEFT AND GO SOUTH ON NORTH HICKORY
 DI6387'RIDGE ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6387'
 DI6387'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6387'DISK STAMPED 63625 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6387'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 25.0 METERS (81.9
 DI6387'FEET) WEST-SOUTHWEST OF THE SOUTHERLY METAL POST FOR AN AUTOMATIC
 DI6387'GATE, 17.1 METERS (56.0 FEET) EAST OF THE CENTERLINE OF NORTH HICKORY
 DI6387'RIDGE ROAD,12.2 METERS (40.0 FEET) NORTH OF THE EXTENDED CENTER OF
 DI6387'PRIVATE ENTRANCE--4305--, 8.2 METERS (27.0 FEET) SOUTH OF THE CENTER
 DI6387'OF DRIVE FOR HIGHLAND COMMUNITY PARK, AND 11 INCHES (28 CENTIMETERS)
 DI6387'NORTH OF A CARSONITE WITNESS POST.
 DI6387
 DI6387                          STATION RECOVERY (2018)
 DI6387
 DI6387'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6387'RECOVERED IN GOOD CONDITION.
 DI6387
 DI6387                          STATION RECOVERY (2020)
 DI6387
 DI6387'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6173 ***********************************************************************
 DI6173  DESIGNATION -  63626
 DI6173  PID         -  DI6173
 DI6173  STATE/COUNTY-  MI/OAKLAND
 DI6173  COUNTRY     -  US
 DI6173  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6173
 DI6173                         *CURRENT SURVEY CONTROL
 DI6173  ______________________________________________________________________
 DI6173* NAD 83(1986) POSITION- 42 39 02.     (N) 083 39 46.     (W)   SCALED
 DI6173* NAVD 88 ORTHO HEIGHT -   315.815 (meters)     1036.14  (feet) ADJUSTED
 DI6173  ______________________________________________________________________
 DI6173  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 DI6173  DYNAMIC HEIGHT  -        315.726 (meters)     1035.84  (feet) COMP
 DI6173  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 DI6173
 DI6173  VERT ORDER      -  SECOND    CLASS I
 DI6173
 DI6173.The horizontal coordinates were scaled from a map and have
 DI6173.an estimated accuracy of +/- 6 seconds.
 DI6173
 DI6173.The orthometric height was determined by differential leveling and
 DI6173.adjusted by the NATIONAL GEODETIC SURVEY
 DI6173.in July 2007.
 DI6173
 DI6173.No vertical observational check was made to the station.
 DI6173
 DI6173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6173.GEOID18 height accuracy estimate available here.
 DI6173
 DI6173.Click photographs - Photos may exist for this station.
 DI6173
 DI6173.The dynamic height is computed by dividing the NAVD 88
 DI6173.geopotential number by the normal gravity value computed on the
 DI6173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6173.degrees latitude (g = 980.6199 gals.).
 DI6173
 DI6173.The modeled gravity was interpolated from observed gravity values.
 DI6173
 DI6173;                    North         East    Units  Estimated Accuracy
 DI6173;SPC MI S     -   128,040.    4,057,710.      MT  (+/- 180 meters Scaled)
 DI6173
 DI6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH817254(NAD 83)
 DI6173
 DI6173                          SUPERSEDED SURVEY CONTROL
 DI6173
 DI6173.No superseded survey control is available for this station.
 DI6173
 DI6173_MARKER: DD = SURVEY DISK
 DI6173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6173_STAMPING: 63626 2006
 DI6173_MARK LOGO: MIDT
 DI6173_PROJECTION: FLUSH
 DI6173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6173+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DI6173
 DI6173  HISTORY     - Date     Condition        Report By
 DI6173  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6173  HISTORY     - 20140618 GOOD             ADVGEO
 DI6173
 DI6173                          STATION DESCRIPTION
 DI6173
 DI6173'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6173'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) WEST-NORTHWEST OF
 DI6173'HIGHLAND, 5.12 MILES (8.24 KILOMETERS) NORTHWEST OF MILFORD, AND 6.1
 DI6173'MILES (9.82 KILOMETERS) SOUTHWEST OF WHITE LAKE, IN THE SOUTHEAST
 DI6173'QUADRANT OF THE INTERSECTION OF WEST WARDLOW ROAD WITH NORTH HICKORY
 DI6173'RIDGE ROAD.
 DI6173'
 DI6173'TO REACH THE STATION FROM THE JUNCTION OF NORTH HICKORY RIDGE ROAD
 DI6173'WITH STATE HIGHWAY M-59 (WEST HIGHLAND ROAD), GO NORTH ON NORTH
 DI6173'HICKORY RIDGE ROAD FOR 1.0 MILE (1.6 KILOMETERS) TO THE STATION ON THE
 DI6173'RIGHT.
 DI6173'
 DI6173'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6173'DISK STAMPED 63626 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6173'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 100.6 METERS
 DI6173'(330.0 FEET) SOUTH OF PRIVATE ENTRANCE--1561--, 37.8 METERS (124.1
 DI6173'FEET) SOUTH-SOUTHEAST OF A POWER POLE, 24.0 METERS (78.8 FEET) SOUTH
 DI6173'OF THE CENTERLINE OF WEST WARDLOW ROAD, 2.7 METERS (8.8 FEET) EAST OF
 DI6173'THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE
 DI6173'WITNESS POST.
 DI6173
 DI6173                          STATION RECOVERY (2014)
 DI6173
 DI6173'RECOVERY NOTE BY ADVANCED GEOMATICS 2014 (AT)
 DI6173'CARSONITE WITNESS POST IS NOW MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6174 ***********************************************************************
 DI6174  DESIGNATION -  63627
 DI6174  PID         -  DI6174
 DI6174  STATE/COUNTY-  MI/OAKLAND
 DI6174  COUNTRY     -  US
 DI6174  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6174
 DI6174                         *CURRENT SURVEY CONTROL
 DI6174  ______________________________________________________________________
 DI6174* NAD 83(1986) POSITION- 42 37 38.     (N) 083 39 41.     (W)   SCALED
 DI6174* NAVD 88 ORTHO HEIGHT -   311.545 (meters)     1022.13  (feet) ADJUSTED
 DI6174  ______________________________________________________________________
 DI6174  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 DI6174  DYNAMIC HEIGHT  -        311.457 (meters)     1021.84  (feet) COMP
 DI6174  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 DI6174
 DI6174  VERT ORDER      -  SECOND    CLASS I
 DI6174
 DI6174.The horizontal coordinates were scaled from a map and have
 DI6174.an estimated accuracy of +/- 6 seconds.
 DI6174
 DI6174.The orthometric height was determined by differential leveling and
 DI6174.adjusted by the NATIONAL GEODETIC SURVEY
 DI6174.in July 2007.
 DI6174
 DI6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6174.GEOID18 height accuracy estimate available here.
 DI6174
 DI6174.Click photographs - Photos may exist for this station.
 DI6174
 DI6174.The dynamic height is computed by dividing the NAVD 88
 DI6174.geopotential number by the normal gravity value computed on the
 DI6174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6174.degrees latitude (g = 980.6199 gals.).
 DI6174
 DI6174.The modeled gravity was interpolated from observed gravity values.
 DI6174
 DI6174;                    North         East    Units  Estimated Accuracy
 DI6174;SPC MI S     -   125,450.    4,057,850.      MT  (+/- 180 meters Scaled)
 DI6174
 DI6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH817228(NAD 83)
 DI6174
 DI6174                          SUPERSEDED SURVEY CONTROL
 DI6174
 DI6174.No superseded survey control is available for this station.
 DI6174
 DI6174_MARKER: DD = SURVEY DISK
 DI6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6174_STAMPING: 63627 2006
 DI6174_MARK LOGO: MIDT
 DI6174_PROJECTION: FLUSH
 DI6174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6174+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DI6174
 DI6174  HISTORY     - Date     Condition        Report By
 DI6174  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6174  HISTORY     - 20140618 GOOD             ADVGEO
 DI6174
 DI6174                          STATION DESCRIPTION
 DI6174
 DI6174'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6174'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) SOUTHEAST OF
 DI6174'HARTLAND, 2.4 MILES (3.86 KILOMETERS) WEST-SOUTHWEST OF HIGHLAND, AND
 DI6174'3.9 MILES (6.28 KILOMETERS) NORTHWEST OF MILFORD, IN THE NORTHEAST
 DI6174'QUADRANT OF THE INTERSECTION OF NORMA-JEAN DRIVE WITH SOUTH HICKORY
 DI6174'RIDGE ROAD.
 DI6174'
 DI6174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (WEST
 DI6174'HIGHLAND ROAD) WITH HICKORY RIDGE ROAD, GO SOUTH ON HICKORY RIDGE ROAD
 DI6174'FOR 0.6 MILES (0.97 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6174'
 DI6174'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6174'DISK STAMPED 63627 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6174'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 73.2 METERS
 DI6174'(240.0 FEET) NORTH OF NORMA-JEAN DRIVE, 53.5 METERS (175.4 FEET) NORTH
 DI6174'OF PRIVATE ENTRANCE--1180--, 15.5 METERS (51.0 FEET) SOUTH-SOUTHWEST
 DI6174'OF A POWER POLE, 8.4 METERS (27.4 FEET) EAST OF THE CENTERLINE OF
 DI6174'SOUTH HICKORY RIDGE ROAD, AND 11 INCHES (28 CENTIMETERS) WEST OF A
 DI6174'CARSONITE WITNESS POST.
 DI6174
 DI6174                          STATION RECOVERY (2014)
 DI6174
 DI6174'RECOVERY NOTE BY ADVANCED GEOMATICS 2014 (AT)
 DI6174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6175 ***********************************************************************
 DI6175  DESIGNATION -  63628
 DI6175  PID         -  DI6175
 DI6175  STATE/COUNTY-  MI/OAKLAND
 DI6175  COUNTRY     -  US
 DI6175  USGS QUAD   -  KENT LAKE (2017)
 DI6175
 DI6175                         *CURRENT SURVEY CONTROL
 DI6175  ______________________________________________________________________
 DI6175* NAD 83(1986) POSITION- 42 35 07.     (N) 083 39 38.     (W)   SCALED
 DI6175* NAVD 88 ORTHO HEIGHT -   304.340 (meters)      998.49  (feet) ADJUSTED
 DI6175  ______________________________________________________________________
 DI6175  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 DI6175  DYNAMIC HEIGHT  -        304.255 (meters)      998.21  (feet) COMP
 DI6175  MODELED GRAVITY -    980,330.8   (mgal)                       NAVD 88
 DI6175
 DI6175  VERT ORDER      -  SECOND    CLASS I
 DI6175
 DI6175.The horizontal coordinates were scaled from a map and have
 DI6175.an estimated accuracy of +/- 6 seconds.
 DI6175
 DI6175.The orthometric height was determined by differential leveling and
 DI6175.adjusted by the NATIONAL GEODETIC SURVEY
 DI6175.in July 2007.
 DI6175
 DI6175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6175.GEOID18 height accuracy estimate available here.
 DI6175
 DI6175.Click photographs - Photos may exist for this station.
 DI6175
 DI6175.The dynamic height is computed by dividing the NAVD 88
 DI6175.geopotential number by the normal gravity value computed on the
 DI6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6175.degrees latitude (g = 980.6199 gals.).
 DI6175
 DI6175.The modeled gravity was interpolated from observed gravity values.
 DI6175
 DI6175;                    North         East    Units  Estimated Accuracy
 DI6175;SPC MI S     -   120,790.    4,057,960.      MT  (+/- 180 meters Scaled)
 DI6175
 DI6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH816181(NAD 83)
 DI6175
 DI6175                          SUPERSEDED SURVEY CONTROL
 DI6175
 DI6175.No superseded survey control is available for this station.
 DI6175
 DI6175_MARKER: DD = SURVEY DISK
 DI6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6175_STAMPING: 63628 2006
 DI6175_MARK LOGO: MIDT
 DI6175_PROJECTION: FLUSH
 DI6175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6175+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2022
 DI6175
 DI6175  HISTORY     - Date     Condition        Report By
 DI6175  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6175  HISTORY     - 20160913 GOOD             C2AE
 DI6175  HISTORY     - 20220505 GOOD             MCA
 DI6175
 DI6175                          STATION DESCRIPTION
 DI6175
 DI6175'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6175'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) WEST-SOUTHWEST OF
 DI6175'MILFORD, 4.3 MILES (6.92 KILOMETERS) SOUTHWEST OF HIGHLAND, AND 6.7
 DI6175'MILES (10.78 KILOMETERS) SOUTHEAST OF HARTLAND, LOCATED EAST OF NORTH
 DI6175'HICKORY RIDGE TRAIL AND BETWEEN HICKORY RIDGE COURT AND HICKORY RIDGE
 DI6175'CIRCLE.    TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DI6175'M-59 (WEST HIGHLAND ROAD) WITH NORTH HICKORY RIDGE TRAIL, GO SOUTH ON
 DI6175'NORTH HICKORY RIDGE TRAIL FOR 3.6 MILES (5.79 KILOMETERS) TO THE
 DI6175'STATION ON THE LEFT.
 DI6175'
 DI6175'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6175'DISK STAMPED 63628 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6175'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.24 MILES (0.39
 DI6175'KILOMETERS) SOUTH OF HICKORY RIDGE CIRCLE, 54.6 METERS (179.0 FEET)
 DI6175'SOUTH OF PRIVATE ENTRANCE--616--, 10.9 METERS (35.6 FEET) EAST OF THE
 DI6175'CENTERLINE OF NORTH HICKORY RIDGE TRAIL, AND 11 INCHES (28
 DI6175'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6175
 DI6175                          STATION RECOVERY (2016)
 DI6175
 DI6175'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 DI6175'RECOVERED AS DESCRIBED.  HEAVY TREE COVER.
 DI6175
 DI6175                          STATION RECOVERY (2022)
 DI6175
 DI6175'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 DI6175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6176 ***********************************************************************
 DI6176  DESIGNATION -  63629
 DI6176  PID         -  DI6176
 DI6176  STATE/COUNTY-  MI/OAKLAND
 DI6176  COUNTRY     -  US
 DI6176  USGS QUAD   -  KENT LAKE (2017)
 DI6176
 DI6176                         *CURRENT SURVEY CONTROL
 DI6176  ______________________________________________________________________
 DI6176* NAD 83(1986) POSITION- 42 33 52.     (N) 083 39 31.     (W)   SCALED
 DI6176* NAVD 88 ORTHO HEIGHT -   325.457 (meters)     1067.77  (feet) ADJUSTED
 DI6176  ______________________________________________________________________
 DI6176  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 DI6176  DYNAMIC HEIGHT  -        325.365 (meters)     1067.47  (feet) COMP
 DI6176  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 DI6176
 DI6176  VERT ORDER      -  SECOND    CLASS I
 DI6176
 DI6176.The horizontal coordinates were scaled from a map and have
 DI6176.an estimated accuracy of +/- 6 seconds.
 DI6176
 DI6176.The orthometric height was determined by differential leveling and
 DI6176.adjusted by the NATIONAL GEODETIC SURVEY
 DI6176.in July 2007.
 DI6176
 DI6176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6176.GEOID18 height accuracy estimate available here.
 DI6176
 DI6176.Click photographs - Photos may exist for this station.
 DI6176
 DI6176.The dynamic height is computed by dividing the NAVD 88
 DI6176.geopotential number by the normal gravity value computed on the
 DI6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6176.degrees latitude (g = 980.6199 gals.).
 DI6176
 DI6176.The modeled gravity was interpolated from observed gravity values.
 DI6176
 DI6176;                    North         East    Units  Estimated Accuracy
 DI6176;SPC MI S     -   118,480.    4,058,140.      MT  (+/- 180 meters Scaled)
 DI6176
 DI6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH817158(NAD 83)
 DI6176
 DI6176                          SUPERSEDED SURVEY CONTROL
 DI6176
 DI6176.No superseded survey control is available for this station.
 DI6176
 DI6176_MARKER: DD = SURVEY DISK
 DI6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6176_STAMPING: 63629 2006
 DI6176_MARK LOGO: MIDT
 DI6176_PROJECTION: FLUSH
 DI6176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6176+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6176
 DI6176  HISTORY     - Date     Condition        Report By
 DI6176  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6176
 DI6176                          STATION DESCRIPTION
 DI6176
 DI6176'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6176'THE STATION IS LOCATED 6.6 MILES (10.62 KILOMETERS) NORTHEAST OF
 DI6176'BRIGHTON, 7.0 MILES (11.27 KILOMETERS) NORTHWEST OF WIXOM, AND 3.7
 DI6176'MILES (5.95 KILOMETERS) SOUTHWEST OF MILFORD, NORTHWEST OF STOBART
 DI6176'ROAD IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SOUTH HICKORY
 DI6176'RIDGE TRAIL WITH STOBART ROAD.
 DI6176'
 DI6176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (WEST
 DI6176'HIGHLAND ROAD) WITH HICKORY RIDGE TRAIL, GO SOUTH ON HICKORY RIDGE
 DI6176'TRAIL FOR 5.0 MILES (8.05 KILOMETERS), MERGE WEST ONTO STOBART ROAD,
 DI6176'GO SOUTHWEST ON STOBART ROAD FOR 170.7 METERS (560.0 FEET) TO THE
 DI6176'STATION ON THE RIGHT.
 DI6176'
 DI6176'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6176'DISK STAMPED 63629 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6176'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 141.7 METERS
 DI6176'(465.0 FEET) SOUTH-SOUTHWEST OF PRIVATE ENTRANCE--965--, 73.2 METERS
 DI6176'(240.0 FEET) SOUTH-SOUTHWEST OF A POWER POLE, 11.2 METERS (36.7 FEET)
 DI6176'NORTHWEST OF THE CENTERLINE OF STOBART ROAD, 7.1 METERS (23.2 FEET)
 DI6176'SOUTHEAST OF A FENCE LINE, AND 11 INCHES (28 CENTIMETERS) EAST OF A
 DI6176'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6177 ***********************************************************************
 DI6177  DESIGNATION -  63630
 DI6177  PID         -  DI6177
 DI6177  STATE/COUNTY-  MI/OAKLAND
 DI6177  COUNTRY     -  US
 DI6177  USGS QUAD   -  KENT LAKE (2017)
 DI6177
 DI6177                         *CURRENT SURVEY CONTROL
 DI6177  ______________________________________________________________________
 DI6177* NAD 83(2011) POSITION- 42 32 57.69137(N) 083 38 47.87733(W)   ADJUSTED
 DI6177* NAD 83(2011) ELLIP HT-   265.693 (meters)        (06/27/12)   ADJUSTED
 DI6177* NAD 83(2011) EPOCH   -  2010.00
 DI6177* NAVD 88 ORTHO HEIGHT -   299.213 (meters)      981.67  (feet) ADJUSTED
 DI6177  ______________________________________________________________________
 DI6177  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 DI6177  NAD 83(2011) X  -    520,782.497 (meters)                     COMP
 DI6177  NAD 83(2011) Y  - -4,677,242.558 (meters)                     COMP
 DI6177  NAD 83(2011) Z  -  4,290,935.248 (meters)                     COMP
 DI6177  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 DI6177  DYNAMIC HEIGHT  -        299.128 (meters)      981.39  (feet) COMP
 DI6177  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 DI6177
 DI6177  VERT ORDER      -  SECOND    CLASS I
 DI6177
 DI6177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6177  Standards:
 DI6177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6177  -------------------------------------------------------------------
 DI6177  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.06705333
 DI6177  -------------------------------------------------------------------
 DI6177  Click here for local accuracies and other accuracy information.
 DI6177
 DI6177.The horizontal coordinates were established by GPS observations
 DI6177.and adjusted by the National Geodetic Survey in June 2012.
 DI6177
 DI6177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6177.been affixed to the stable North American tectonic plate. See 
 DI6177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6177
 DI6177.The horizontal coordinates are valid at the epoch date displayed above
 DI6177.which is a decimal equivalence of Year/Month/Day.
 DI6177
 DI6177.The orthometric height was determined by differential leveling and
 DI6177.adjusted by the NATIONAL GEODETIC SURVEY
 DI6177.in July 2007.
 DI6177
 DI6177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6177.GEOID18 height accuracy estimate available here.
 DI6177
 DI6177.Click photographs - Photos may exist for this station.
 DI6177
 DI6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6177
 DI6177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6177
 DI6177.The ellipsoidal height was determined by GPS observations
 DI6177.and is referenced to NAD 83.
 DI6177
 DI6177.The dynamic height is computed by dividing the NAVD 88
 DI6177.geopotential number by the normal gravity value computed on the
 DI6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6177.degrees latitude (g = 980.6199 gals.).
 DI6177
 DI6177.The modeled gravity was interpolated from observed gravity values.
 DI6177
 DI6177. The following values were computed from the NAD 83(2011) position.
 DI6177
 DI6177;                    North         East     Units Scale Factor Converg.
 DI6177;SPC MI S     -   116,812.869 4,059,134.298   MT  0.99992394   +0 29 24.0
 DI6177;SPC MI S     -   383,244.32 13,317,369.74   iFT  0.99992394   +0 29 24.0
 DI6177;UTM  17      - 4,714,168.924   282,700.823   MT  1.00018099   -1 47 25.5
 DI6177
 DI6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6177!SPC MI S     -   0.99995833  x   0.99992394  =   0.99988228
 DI6177!UTM  17      -   0.99995833  x   1.00018099  =   1.00013932
 DI6177
 DI6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8270014168(NAD 83)
 DI6177
 DI6177                          SUPERSEDED SURVEY CONTROL
 DI6177
 DI6177  NAD 83(2007)-  42 32 57.69174(N)    083 38 47.87815(W) AD(2002.00) B
 DI6177  ELLIP H (10/23/09)  265.699  (m)                       GP(2002.00) 3 1
 DI6177  NAD 83(2007)-  42 32 57.69132(N)    083 38 47.87807(W) AD(2002.00) 1
 DI6177  ELLIP H (06/10/07)  265.703  (m)                       GP(2002.00) 4 1
 DI6177  NAVD 88             299.21   (m)          981.7    (f) LEVELING    3  
 DI6177
 DI6177.Superseded values are not recommended for survey control.
 DI6177
 DI6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6177.See file dsdata.pdf to determine how the superseded data were derived.
 DI6177
 DI6177_MARKER: DD = SURVEY DISK
 DI6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6177_STAMPING: 63630 2006
 DI6177_MARK LOGO: MIDT
 DI6177_PROJECTION: FLUSH
 DI6177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6177+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DI6177
 DI6177  HISTORY     - Date     Condition        Report By
 DI6177  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6177  HISTORY     - 20090215 GOOD             MIDT
 DI6177  HISTORY     - 20200729 GOOD             MIDT
 DI6177
 DI6177                          STATION DESCRIPTION
 DI6177
 DI6177'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6177'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) SOUTHWEST OF
 DI6177'MILFORD, 5.9 MILES (9.5 KILOMETERS) NORTHWEST OF WIXOM, AND 3.1 MILES
 DI6177'(4.99 KILOMETERS) NORTHWEST OF NEW HUDSON, IN THE SOUTHEAST QUADRANT
 DI6177'OF THE INTERSECTION OF HICKORY OAK LANE WITH WEST BUNO ROAD.    TO
 DI6177'REACH THE STATION FROM THE JUNCTION OF STOBART ROAD WITH HICKORY RIDGE
 DI6177'TRAIL, GO SOUTH ON SOUTH HICKORY RIDGE TRAIL FOR 1.0 MILE (1.61
 DI6177'KILOMETERS) TO WEST BUNO ROAD, TURN LEFT AND GO EAST ON WEST BUNO ROAD
 DI6177'FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6177'
 DI6177'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6177'DISK STAMPED 63630 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6177'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.6 METERS (70.8
 DI6177'FEET) WEST OF THE CENTER OF PRIVATE ENTRANCE--2703--, 19.9 METERS
 DI6177'(65.3 FEET) EAST OF THE EXTENDED CENTERLINE OF HICKORY OAK LANE, 7.5
 DI6177'METERS (24.7 FEET) SOUTH OF THE CENTERLINE OF WEST BUNO ROAD, 1.4
 DI6177'METERS (4.5 FEET) NORTH OF A BRICK COLUMN FENCE LINE, AND 11 INCHES
 DI6177'(28 CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
 DI6177
 DI6177                          STATION RECOVERY (2009)
 DI6177
 DI6177'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 DI6177'RECOVERED AS DESCRIBED.
 DI6177
 DI6177                          STATION RECOVERY (2020)
 DI6177
 DI6177'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6178 ***********************************************************************
 DI6178  DESIGNATION -  63631
 DI6178  PID         -  DI6178
 DI6178  STATE/COUNTY-  MI/OAKLAND
 DI6178  COUNTRY     -  US
 DI6178  USGS QUAD   -  KENT LAKE (2017)
 DI6178
 DI6178                         *CURRENT SURVEY CONTROL
 DI6178  ______________________________________________________________________
 DI6178* NAD 83(1986) POSITION- 42 32 17.     (N) 083 37 41.     (W)   SCALED
 DI6178* NAVD 88 ORTHO HEIGHT -   276.323 (meters)      906.57  (feet) ADJUSTED
 DI6178  ______________________________________________________________________
 DI6178  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 DI6178  DYNAMIC HEIGHT  -        276.243 (meters)      906.31  (feet) COMP
 DI6178  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 DI6178
 DI6178  VERT ORDER      -  SECOND    CLASS I
 DI6178
 DI6178.The horizontal coordinates were scaled from a map and have
 DI6178.an estimated accuracy of +/- 6 seconds.
 DI6178
 DI6178.The orthometric height was determined by differential leveling and
 DI6178.adjusted by the NATIONAL GEODETIC SURVEY
 DI6178.in July 2007.
 DI6178
 DI6178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6178.GEOID18 height accuracy estimate available here.
 DI6178
 DI6178.Click photographs - Photos may exist for this station.
 DI6178
 DI6178.The dynamic height is computed by dividing the NAVD 88
 DI6178.geopotential number by the normal gravity value computed on the
 DI6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6178.degrees latitude (g = 980.6199 gals.).
 DI6178
 DI6178.The modeled gravity was interpolated from observed gravity values.
 DI6178
 DI6178;                    North         East    Units  Estimated Accuracy
 DI6178;SPC MI S     -   115,570.    4,060,670.      MT  (+/- 180 meters Scaled)
 DI6178
 DI6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH841128(NAD 83)
 DI6178
 DI6178                          SUPERSEDED SURVEY CONTROL
 DI6178
 DI6178.No superseded survey control is available for this station.
 DI6178
 DI6178_MARKER: DD = SURVEY DISK
 DI6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6178_STAMPING: 63631 2006
 DI6178_MARK LOGO: MIDT
 DI6178_PROJECTION: FLUSH
 DI6178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6178+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6178
 DI6178  HISTORY     - Date     Condition        Report By
 DI6178  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6178
 DI6178                          STATION DESCRIPTION
 DI6178
 DI6178'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6178'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) NORTH OF NEW
 DI6178'HUDSON, 4.8 MILES (7.72 KILOMETERS) WEST-NORTHWEST OF WIXOM, AND 5.6
 DI6178'MILES (9.01 KILOMETERS) NORTH-NORTHEAST OF SOUTH LYON, LOCATED WEST OF
 DI6178'HURON RIVER PARKWAY AND BETWEEN INTERSTATE HIGHWAY-96 AND MARTINDALE.
 DI6178'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-96 WITH
 DI6178'HURON RIVER PARKWAY, GO NORTHEAST ON HURON RIVER PARKWAY FOR 2.1 MILES
 DI6178'(3.38 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6178'
 DI6178'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6178'DISK STAMPED 63631 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6178'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS IN THE
 DI6178'KENNSINGTON METRO PARK, 1310.6 METERS (4300.0 FEET) NORTHEAST OF THE
 DI6178'NORTHERLY DRIVE FOR MARTINDALE BEACH, 253.0 METERS (830.0 FEET)
 DI6178'NORTHEAST OF THE DRIVE TO MITTEN BAY DOCKAGE, 9.4 METERS (30.7 FEET)
 DI6178'WEST OF THE CENTERLINE OF HURON RIVER PARKWAY, AND 11 INCHES (28
 DI6178'CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6179 ***********************************************************************
 DI6179  DESIGNATION -  63632
 DI6179  PID         -  DI6179
 DI6179  STATE/COUNTY-  MI/OAKLAND
 DI6179  COUNTRY     -  US
 DI6179  USGS QUAD   -  KENT LAKE (2017)
 DI6179
 DI6179                         *CURRENT SURVEY CONTROL
 DI6179  ______________________________________________________________________
 DI6179* NAD 83(1986) POSITION- 42 31 13.05   (N) 083 38 49.09   (W)   HD_HELD1
 DI6179* NAVD 88 ORTHO HEIGHT -   278.954 (meters)      915.20  (feet) ADJUSTED
 DI6179  ______________________________________________________________________
 DI6179  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 DI6179  DYNAMIC HEIGHT  -        278.874 (meters)      914.94  (feet) COMP
 DI6179  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 DI6179
 DI6179  VERT ORDER      -  FIRST     CLASS II
 DI6179
 DI6179.The horizontal coordinates were determined by differentially corrected
 DI6179.hand held GPS observations or other comparable positioning techniques
 DI6179.and have an estimated accuracy of +/- 3 meters.
 DI6179
 DI6179.The orthometric height was determined by differential leveling and
 DI6179.adjusted by the NATIONAL GEODETIC SURVEY
 DI6179.in July 2007.
 DI6179
 DI6179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6179.GEOID18 height accuracy estimate available here.
 DI6179
 DI6179.Click photographs - Photos may exist for this station.
 DI6179
 DI6179.The dynamic height is computed by dividing the NAVD 88
 DI6179.geopotential number by the normal gravity value computed on the
 DI6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6179.degrees latitude (g = 980.6199 gals.).
 DI6179
 DI6179.The modeled gravity was interpolated from observed gravity values.
 DI6179
 DI6179;                    North         East    Units  Estimated Accuracy
 DI6179;SPC MI S     -   113,584.1   4,059,134.2     MT  (+/- 3 meters HH1 GPS) 
 DI6179
 DI6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8257210941(NAD 83)
 DI6179
 DI6179                          SUPERSEDED SURVEY CONTROL
 DI6179
 DI6179.No superseded survey control is available for this station.
 DI6179
 DI6179_MARKER: DD = SURVEY DISK
 DI6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6179_STAMPING: 63632 2006
 DI6179_MARK LOGO: MIDT
 DI6179_PROJECTION: FLUSH
 DI6179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6179+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 DI6179
 DI6179  HISTORY     - Date     Condition        Report By
 DI6179  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6179  HISTORY     - 20080110 GOOD             INDIV
 DI6179  HISTORY     - 20080325 GOOD             COLEM
 DI6179  HISTORY     - 20200728 GOOD             SPICE
 DI6179
 DI6179                          STATION DESCRIPTION
 DI6179
 DI6179'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6179'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) NORTH-NORTHEAST OF
 DI6179'SOUTH LYON, 1.6 MILES (2.57 KILOMETERS) NORTHWEST OF NEW HUDSON, AND
 DI6179'5.5 MILES (8.85 KILOMETERS) SOUTHEAST OF MILFORD, LOCATED SOUTH OF
 DI6179'HUDSON RIVER PARKWAY AND BETWEEN INTERSTATE HIGHWAY-96 AND MARTINDALE.
 DI6179'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-96 WITH
 DI6179'HURON RIVER PARKWAY, GO NORTHEAST ON HURON RIVER PARKWAY FOR 0.5 MILES
 DI6179'(0.8 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6179'
 DI6179'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6179'DISK STAMPED 63632 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6179'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 269.7 METERS
 DI6179'(885.0 FEET) SOUTHWEST OF THE GUARD BOOTH AT KENNSINGTON METRO PARK,
 DI6179'13.4 METERS  (43.8 FEET) WEST-SOUTHWEST OF THE NORTHERLY POST OF A
 DI6179'SIGN READING PARK HOURS 6AM-10PM, 11.4 METERS (37.3 FEET) SOUTH OF THE
 DI6179'CENTERLINE OF HURON RIVER PARKWAY, 8.8 METERS (29.0 FEET)
 DI6179'WEST-SOUTHWEST OF A PEDESTAL STAND, AND 11 INCHES (28 CENTIMETERS)
 DI6179'WEST OF A CARSONITE WITNESS POST.
 DI6179
 DI6179                          STATION RECOVERY (2008)
 DI6179
 DI6179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SPE)
 DI6179'RECOVERED AS DESCRIBED   SPC MI
 DI6179'63632,372650.67425,13317368.75434,915.203,BM
 DI6179
 DI6179                          STATION RECOVERY (2008)
 DI6179
 DI6179'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6179'RECOVERED AS DESCRIBED.
 DI6179
 DI6179                          STATION RECOVERY (2020)
 DI6179
 DI6179'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (LH)
 DI6179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6180 ***********************************************************************
 DI6180  DESIGNATION -  63633
 DI6180  PID         -  DI6180
 DI6180  STATE/COUNTY-  MI/OAKLAND
 DI6180  COUNTRY     -  US
 DI6180  USGS QUAD   -  KENT LAKE (2017)
 DI6180
 DI6180                         *CURRENT SURVEY CONTROL
 DI6180  ______________________________________________________________________
 DI6180* NAD 83(1986) POSITION- 42 30 50.27   (N) 083 37 38.29   (W)   HD_HELD1
 DI6180* NAVD 88 ORTHO HEIGHT -   305.551 (meters)     1002.46  (feet) ADJUSTED
 DI6180  ______________________________________________________________________
 DI6180  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 DI6180  DYNAMIC HEIGHT  -        305.463 (meters)     1002.17  (feet) COMP
 DI6180  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 DI6180
 DI6180  VERT ORDER      -  FIRST     CLASS II
 DI6180
 DI6180.The horizontal coordinates were determined by differentially corrected
 DI6180.hand held GPS observations or other comparable positioning techniques
 DI6180.and have an estimated accuracy of +/- 3 meters.
 DI6180
 DI6180.The orthometric height was determined by differential leveling and
 DI6180.adjusted by the NATIONAL GEODETIC SURVEY
 DI6180.in July 2007.
 DI6180
 DI6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6180.GEOID18 height accuracy estimate available here.
 DI6180
 DI6180.Click photographs - Photos may exist for this station.
 DI6180
 DI6180.The dynamic height is computed by dividing the NAVD 88
 DI6180.geopotential number by the normal gravity value computed on the
 DI6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6180.degrees latitude (g = 980.6199 gals.).
 DI6180
 DI6180.The modeled gravity was interpolated from observed gravity values.
 DI6180
 DI6180;                    North         East    Units  Estimated Accuracy
 DI6180;SPC MI S     -   112,895.3   4,060,756.3     MT  (+/- 3 meters HH1 GPS) 
 DI6180
 DI6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8416610188(NAD 83)
 DI6180
 DI6180                          SUPERSEDED SURVEY CONTROL
 DI6180
 DI6180.No superseded survey control is available for this station.
 DI6180
 DI6180_MARKER: DD = SURVEY DISK
 DI6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6180_STAMPING: 63633 2006
 DI6180_MARK LOGO: MIDT
 DI6180_PROJECTION: RECESSED 5 CENTIMETERS
 DI6180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6180+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2025
 DI6180
 DI6180  HISTORY     - Date     Condition        Report By
 DI6180  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6180  HISTORY     - 20080325 GOOD             COLEM
 DI6180  HISTORY     - 20250812 GOOD             HEI
 DI6180
 DI6180                          STATION DESCRIPTION
 DI6180
 DI6180'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6180'THE STATION IS LOCATED 0.6 MILES (0.97 KILOMETERS) NORTHWEST OF NEW
 DI6180'HUDSON, 3.9 MILES (6.28 KILOMETERS) NORTHEAST OF SOUTH LYON, AND 5.8
 DI6180'MILES (9.33 KILOMETERS) SOUTHWEST OF MILFORD, IN THE SOUTHWEST
 DI6180'QUADRANT OF THE INTERSECTION OF ORCHARD LANE WITH GRAND RIVER AVENUE.
 DI6180'
 DI6180'TO REACH THE STATION FROM THE JUNCTION OF GRAND RIVER AVENUE WITH
 DI6180'PONTIAC TRAIL, GO NORTHWEST ON GRAND RIVER AVENUE 0.6 MILES (0.97
 DI6180'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6180'
 DI6180'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6180'DISK STAMPED 63633 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6180'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 198.1 METERS
 DI6180'(650.0 FEET) SOUTHEAST OF PRIVATE ENTRANCE--58540--, 22.3 METERS (73.3
 DI6180'FEET) NORTHWEST OF THE CENTERLINE OF ORCHARD LANE, 4.4 METERS (14.4
 DI6180'FEET) NORTH-NORTHWEST OF A POWER POLE, 4.1 METERS (13.3 FEET)
 DI6180'SOUTHEAST OF THE CENTER OF A MANHOLE, 3.5 METERS (11.6 FEET) SOUTHWEST
 DI6180'OF THE BACK OF A CURB OF GRAND RIVER AVENUE, AND 11 INCHES (28
 DI6180'CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
 DI6180
 DI6180                          STATION RECOVERY (2008)
 DI6180
 DI6180'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6180'RECOVERED AS DESCRIBED.
 DI6180'
 DI6180'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS BECAUSE A
 DI6180'POWER POLE AND WIRES TO THE SOUTH EXTEND TO 70 DEGREES ABOVE THE
 DI6180'HORIZON.
 DI6180
 DI6180                          STATION RECOVERY (2025)
 DI6180
 DI6180'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2025 (CLE)
 DI6180'ALL TIES PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6181 ***********************************************************************
 DI6181  DESIGNATION -  63634
 DI6181  PID         -  DI6181
 DI6181  STATE/COUNTY-  MI/OAKLAND
 DI6181  COUNTRY     -  US
 DI6181  USGS QUAD   -  KENT LAKE (2017)
 DI6181
 DI6181                         *CURRENT SURVEY CONTROL
 DI6181  ______________________________________________________________________
 DI6181* NAD 83(2011) POSITION- 42 30 24.44352(N) 083 37 31.12590(W)   ADJUSTED
 DI6181* NAD 83(2011) ELLIP HT-   252.410 (meters)        (06/27/12)   ADJUSTED
 DI6181* NAD 83(2011) EPOCH   -  2010.00
 DI6181* NAVD 88 ORTHO HEIGHT -   285.977 (meters)      938.24  (feet) ADJUSTED
 DI6181  ______________________________________________________________________
 DI6181  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 DI6181  NAD 83(2011) X  -    522,876.689 (meters)                     COMP
 DI6181  NAD 83(2011) Y  - -4,680,215.458 (meters)                     COMP
 DI6181  NAD 83(2011) Z  -  4,287,441.331 (meters)                     COMP
 DI6181  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 DI6181  DYNAMIC HEIGHT  -        285.895 (meters)      937.97  (feet) COMP
 DI6181  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 DI6181
 DI6181  VERT ORDER      -  FIRST     CLASS II
 DI6181
 DI6181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6181  Standards:
 DI6181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6181  -------------------------------------------------------------------
 DI6181  NETWORK    0.22   0.37           0.10   0.08   0.19     -0.02863681
 DI6181  -------------------------------------------------------------------
 DI6181  Click here for local accuracies and other accuracy information.
 DI6181
 DI6181.The horizontal coordinates were established by GPS observations
 DI6181.and adjusted by the National Geodetic Survey in June 2012.
 DI6181
 DI6181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6181.been affixed to the stable North American tectonic plate. See 
 DI6181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6181
 DI6181.The horizontal coordinates are valid at the epoch date displayed above
 DI6181.which is a decimal equivalence of Year/Month/Day.
 DI6181
 DI6181.The orthometric height was determined by differential leveling and
 DI6181.adjusted by the NATIONAL GEODETIC SURVEY
 DI6181.in July 2007.
 DI6181
 DI6181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6181.GEOID18 height accuracy estimate available here.
 DI6181
 DI6181.Click photographs - Photos may exist for this station.
 DI6181
 DI6181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6181
 DI6181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6181
 DI6181.The ellipsoidal height was determined by GPS observations
 DI6181.and is referenced to NAD 83.
 DI6181
 DI6181.The dynamic height is computed by dividing the NAVD 88
 DI6181.geopotential number by the normal gravity value computed on the
 DI6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6181.degrees latitude (g = 980.6199 gals.).
 DI6181
 DI6181.The modeled gravity was interpolated from observed gravity values.
 DI6181
 DI6181. The following values were computed from the NAD 83(2011) position.
 DI6181
 DI6181;                    North         East     Units Scale Factor Converg.
 DI6181;SPC MI S     -   112,099.898 4,060,926.824   MT  0.99992854   +0 30 16.2
 DI6181;SPC MI S     -   367,781.82 13,323,250.73   iFT  0.99992854   +0 30 16.2
 DI6181;UTM  17      - 4,709,387.182   284,304.858   MT  1.00017245   -1 46 28.4
 DI6181
 DI6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6181!SPC MI S     -   0.99996042  x   0.99992854  =   0.99988896
 DI6181!UTM  17      -   0.99996042  x   1.00017245  =   1.00013286
 DI6181
 DI6181:                Primary Azimuth Mark                     Grid Az
 DI6181:SPC MI S     -  HUDSPORT                                 149 14 15.4
 DI6181:UTM  17      -  HUDSPORT                                 151 31 00.0
 DI6181
 DI6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8430409387(NAD 83)
 DI6181
 DI6181|---------------------------------------------------------------------|
 DI6181| PID    Reference Object                     Distance      Geod. Az  |
 DI6181|                                                           dddmmss.s |
 DI6181| NE1574 HUDSPORT                            419.915 METERS 1494431.6 |
 DI6181|---------------------------------------------------------------------|
 DI6181
 DI6181                          SUPERSEDED SURVEY CONTROL
 DI6181
 DI6181  NAD 83(2007)-  42 30 24.44376(N)    083 37 31.12649(W) AD(2002.00) B
 DI6181  ELLIP H (10/19/09)  252.425  (m)                       GP(2002.00) 1 1
 DI6181
 DI6181.Superseded values are not recommended for survey control.
 DI6181
 DI6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6181.See file dsdata.pdf to determine how the superseded data were derived.
 DI6181
 DI6181_MARKER: DD = SURVEY DISK
 DI6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6181_STAMPING: 63634 2006
 DI6181_MARK LOGO: MIDT
 DI6181_PROJECTION: FLUSH
 DI6181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6181+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 DI6181
 DI6181  HISTORY     - Date     Condition        Report By
 DI6181  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6181  HISTORY     - 20080325 GOOD             COLEM
 DI6181  HISTORY     - 20200727 GOOD             MIDT
 DI6181
 DI6181                          STATION DESCRIPTION
 DI6181
 DI6181'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6181'THE STATION IS LOCATED 0.6 MILES (0.97 KILOMETERS) SOUTHWEST OF NEW
 DI6181'HUDSON, 4.8 MILES (7.72 KILOMETERS) SOUTHWEST OF WIXOM, AND 3.4 MILES
 DI6181'(5.47 KILOMETERS) NORTH-NORTHEAST OF SOUTH LYON, LOCATED SOUTH OF
 DI6181'PONTIAC TRAIL AND BETWEEN PILOT'S COVE AND EXTENDED RONDEAU.
 DI6181'
 DI6181'TO REACH THE STATION FROM THE JUNCTION OF GRAND RIVER AVENUE WITH
 DI6181'PONTIAC TRAIL, GO SOUTHWEST ON PONTIAC TRAIL FOR 0.5 MILES (0.8
 DI6181'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6181'
 DI6181'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6181'DISK STAMPED 63634 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6181'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 59.4 METERS
 DI6181'(195.0 FEET) EAST OF PILOT'S COVE, 38.2 METERS (125.2 FEET) EAST OF A
 DI6181'POWER POLE, 28.4 METERS (93.2 FEET) WEST OF THE CENTER OF PRIVATE
 DI6181'ENTRANCE--58000--, 10.5 METERS (34.3 FEET) SOUTH OF THE CENTERLINE OF
 DI6181'PONTIAC TRAIL, AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE
 DI6181'WITNESS POST.
 DI6181
 DI6181                          STATION RECOVERY (2008)
 DI6181
 DI6181'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6181'RECOVERED AS DESCRIBED.
 DI6181
 DI6181                          STATION RECOVERY (2020)
 DI6181
 DI6181'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6182 ***********************************************************************
 DI6182  DESIGNATION -  63635
 DI6182  PID         -  DI6182
 DI6182  STATE/COUNTY-  MI/OAKLAND
 DI6182  COUNTRY     -  US
 DI6182  USGS QUAD   -  SALEM (2017)
 DI6182
 DI6182                         *CURRENT SURVEY CONTROL
 DI6182  ______________________________________________________________________
 DI6182* NAD 83(1986) POSITION- 42 29 01.     (N) 083 36 46.     (W)   SCALED
 DI6182* NAVD 88 ORTHO HEIGHT -   283.246 (meters)      929.28  (feet) ADJUSTED
 DI6182  ______________________________________________________________________
 DI6182  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 DI6182  DYNAMIC HEIGHT  -        283.166 (meters)      929.02  (feet) COMP
 DI6182  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 DI6182
 DI6182  VERT ORDER      -  SECOND    CLASS I
 DI6182
 DI6182.The horizontal coordinates were scaled from a map and have
 DI6182.an estimated accuracy of +/- 6 seconds.
 DI6182
 DI6182.The orthometric height was determined by differential leveling and
 DI6182.adjusted by the NATIONAL GEODETIC SURVEY
 DI6182.in July 2007.
 DI6182
 DI6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6182.GEOID18 height accuracy estimate available here.
 DI6182
 DI6182.Click photographs - Photos may exist for this station.
 DI6182
 DI6182.The dynamic height is computed by dividing the NAVD 88
 DI6182.geopotential number by the normal gravity value computed on the
 DI6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6182.degrees latitude (g = 980.6199 gals.).
 DI6182
 DI6182.The modeled gravity was interpolated from observed gravity values.
 DI6182
 DI6182;                    North         East    Units  Estimated Accuracy
 DI6182;SPC MI S     -   109,540.    4,061,980.      MT  (+/- 180 meters Scaled)
 DI6182
 DI6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH852067(NAD 83)
 DI6182
 DI6182                          SUPERSEDED SURVEY CONTROL
 DI6182
 DI6182.No superseded survey control is available for this station.
 DI6182
 DI6182_MARKER: DD = SURVEY DISK
 DI6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6182_STAMPING: 63635 2006
 DI6182_MARK LOGO: MIDT
 DI6182_PROJECTION: FLUSH
 DI6182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6182+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 DI6182
 DI6182  HISTORY     - Date     Condition        Report By
 DI6182  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6182
 DI6182                          STATION DESCRIPTION
 DI6182
 DI6182'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6182'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) NORTHEAST OF SOUTH
 DI6182'LYON, 2.0 MILES (3.22 KILOMETERS) SOUTH OF NEW HUDSON, AND 4.8 MILES
 DI6182'(7.72 KILOMETERS) SOUTHWEST OF WIXOM, IN THE SOUTHEAST QUADRANT OF THE
 DI6182'INTERSECTION OF MILFORD ROAD WITH LOCUST STREET.
 DI6182'
 DI6182'TO REACH THE STATION FROM THE JUNCTION OF 12 MILE ROAD WITH MILFORD
 DI6182'ROAD, GO SOUTH ON MILFORD ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE
 DI6182'STATION ON THE LEFT.
 DI6182'
 DI6182'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6182'DISK STAMPED 63635 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6182'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.9 METERS (61.9
 DI6182'FEET) SOUTH-SOUTHWEST OF A UTILITY POLE, 15.0 METERS (49.3 FEET) SOUTH
 DI6182'OF THE EXTENDED CENTER OF THE DRIVE FOR LAKE ANGELA CO-OP APARTMENTS
 DI6182'ADDRESS --26945--, 10.5 METERS (34.6 FEET) SOUTH OF THE CENTERLINE OF
 DI6182'LOCUST ROAD, 9.1 METERS (29.9 FEET) EAST OF THE CENTERLINE OF MILFORD
 DI6182'ROAD, AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6183 ***********************************************************************
 DI6183  DESIGNATION -  63636
 DI6183  PID         -  DI6183
 DI6183  STATE/COUNTY-  MI/OAKLAND
 DI6183  COUNTRY     -  US
 DI6183  USGS QUAD   -  SOUTH LYON (2017)
 DI6183
 DI6183                         *CURRENT SURVEY CONTROL
 DI6183  ______________________________________________________________________
 DI6183* NAD 83(1986) POSITION- 42 28 09.10   (N) 083 39 06.41   (W)   HD_HELD1
 DI6183* NAVD 88 ORTHO HEIGHT -   284.092 (meters)      932.06  (feet) ADJUSTED
 DI6183  ______________________________________________________________________
 DI6183  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 DI6183  DYNAMIC HEIGHT  -        284.012 (meters)      931.80  (feet) COMP
 DI6183  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 DI6183
 DI6183  VERT ORDER      -  SECOND    CLASS I
 DI6183
 DI6183.The horizontal coordinates were determined by differentially corrected
 DI6183.hand held GPS observations or other comparable positioning techniques
 DI6183.and have an estimated accuracy of +/- 3 meters.
 DI6183
 DI6183.The orthometric height was determined by differential leveling and
 DI6183.adjusted by the NATIONAL GEODETIC SURVEY
 DI6183.in July 2007.
 DI6183
 DI6183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6183.GEOID18 height accuracy estimate available here.
 DI6183
 DI6183.Click photographs - Photos may exist for this station.
 DI6183
 DI6183.The dynamic height is computed by dividing the NAVD 88
 DI6183.geopotential number by the normal gravity value computed on the
 DI6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6183.degrees latitude (g = 980.6199 gals.).
 DI6183
 DI6183.The modeled gravity was interpolated from observed gravity values.
 DI6183
 DI6183;                    North         East    Units  Estimated Accuracy
 DI6183;SPC MI S     -   107,905.3   4,058,787.1     MT  (+/- 3 meters HH1 GPS) 
 DI6183
 DI6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8199905279(NAD 83)
 DI6183
 DI6183                          SUPERSEDED SURVEY CONTROL
 DI6183
 DI6183.No superseded survey control is available for this station.
 DI6183
 DI6183_MARKER: DD = SURVEY DISK
 DI6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6183_STAMPING: 63636 2006
 DI6183_MARK LOGO: MIDT
 DI6183_PROJECTION: FLUSH
 DI6183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6183+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2025
 DI6183
 DI6183  HISTORY     - Date     Condition        Report By
 DI6183  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6183  HISTORY     - 20200812 GOOD             MIDT
 DI6183  HISTORY     - 20250613 GOOD             MIDT
 DI6183
 DI6183                          STATION DESCRIPTION
 DI6183
 DI6183'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6183'THE STATION IS LOCATED 0.5 MILES (0.8 KILOMETERS) NORTH OF SOUTH LYON,
 DI6183'3.5 MILES (5.63 KILOMETERS) SOUTHWEST OF NEW HUDSON, AND 5.7 MILES
 DI6183'(9.17 KILOMETERS) NORTHWEST OF SALEM, IN THE NORTHEAST QUADRANT OF THE
 DI6183'INTERSECTION OF LAFAYETTE STREET WITH EXTENDED HERITAGE BOULEVARD.
 DI6183'
 DI6183'TO REACH THE STATION FROM THE JUNCTION OF LAKE STREET (10 MILE ROAD)
 DI6183'WITH LAFAYETTE STREET, GO NORTH ON LAFAYETTE STREET FOR 0.6 MILES
 DI6183'(0.97 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6183'
 DI6183'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6183'DISK STAMPED 63636 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6183'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.37 MILES (0.6
 DI6183'KILOMETERS) SOUTH OF 11 MILE ROAD, 49.4 METERS (162.2 FEET) NORTH OF
 DI6183'THE EXTENDED CENTERLINE OF HERITAGE BOULEVARD, 32.6 METERS (107.0
 DI6183'FEET) NORTH OF THE TOP OF A FIRE HYDRANT, 9.2 METERS (30.1 FEET) EAST
 DI6183'OF THE CENTERLINE OF NORTH LAFAYETTE STREET, 7.7 METERS (25.1 FEET)
 DI6183'WEST OF THE EDGE OF A WALK, AND 11 INCHES (28 CENTIMETERS) WEST OF A
 DI6183'CARSONITE WITNESS POST.
 DI6183
 DI6183                          STATION RECOVERY (2020)
 DI6183
 DI6183'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6183'RECOVERED IN GOOD CONDITION.
 DI6183
 DI6183                          STATION RECOVERY (2025)
 DI6183
 DI6183'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6184 ***********************************************************************
 DI6184  DESIGNATION -  63637
 DI6184  PID         -  DI6184
 DI6184  STATE/COUNTY-  MI/OAKLAND
 DI6184  COUNTRY     -  US
 DI6184  USGS QUAD   -  SOUTH LYON (2017)
 DI6184
 DI6184                         *CURRENT SURVEY CONTROL
 DI6184  ______________________________________________________________________
 DI6184* NAD 83(1986) POSITION- 42 25 56.     (N) 083 38 15.     (W)   SCALED
 DI6184* NAVD 88 ORTHO HEIGHT -   283.501 (meters)      930.12  (feet) ADJUSTED
 DI6184  ______________________________________________________________________
 DI6184  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 DI6184  DYNAMIC HEIGHT  -        283.419 (meters)      929.85  (feet) COMP
 DI6184  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 DI6184
 DI6184  VERT ORDER      -  SECOND    CLASS I
 DI6184
 DI6184.The horizontal coordinates were scaled from a map and have
 DI6184.an estimated accuracy of +/- 6 seconds.
 DI6184
 DI6184.The orthometric height was determined by differential leveling and
 DI6184.adjusted by the NATIONAL GEODETIC SURVEY
 DI6184.in July 2007.
 DI6184
 DI6184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6184.GEOID18 height accuracy estimate available here.
 DI6184
 DI6184.Click photographs - Photos may exist for this station.
 DI6184
 DI6184.The dynamic height is computed by dividing the NAVD 88
 DI6184.geopotential number by the normal gravity value computed on the
 DI6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6184.degrees latitude (g = 980.6199 gals.).
 DI6184
 DI6184.The modeled gravity was interpolated from observed gravity values.
 DI6184
 DI6184;                    North         East    Units  Estimated Accuracy
 DI6184;SPC MI S     -   103,810.    4,060,000.      MT  (+/- 180 meters Scaled)
 DI6184
 DI6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH830011(NAD 83)
 DI6184
 DI6184                          SUPERSEDED SURVEY CONTROL
 DI6184
 DI6184.No superseded survey control is available for this station.
 DI6184
 DI6184_MARKER: DD = SURVEY DISK
 DI6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6184_STAMPING: 63637 2006
 DI6184_MARK LOGO: MIDT
 DI6184_PROJECTION: FLUSH
 DI6184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6184+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DI6184
 DI6184  HISTORY     - Date     Condition        Report By
 DI6184  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6184
 DI6184                          STATION DESCRIPTION
 DI6184
 DI6184'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6184'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHWEST OF SALEM,
 DI6184'5.4 MILES (8.69 KILOMETERS) EAST-SOUTHEAST OF WHITMORE LAKE, AND 2.1
 DI6184'MILES (3.38 KILOMETERS) SOUTH-SOUTHEAST OF SOUTH LYON, IN THE
 DI6184'NORTHEAST QUADRANT OF THE INTERSECTION OF OAK TREE DRIVE WITH 8 MILE
 DI6184'ROAD.
 DI6184'
 DI6184'TO REACH THE STATION FROM THE JUNCTION OF PONTIAC TRIAL WITH 8 MILE
 DI6184'ROAD, GO EAST ON 8 MILE ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE
 DI6184'STATION ON THE LEFT.
 DI6184'
 DI6184'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6184'DISK STAMPED 63637 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6184'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 167.6 METERS
 DI6184'(550.0 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--60001--, 23.5
 DI6184'METERS (77.0 FEET) SOUTH-SOUTHEAST OF THE CENTER OF A CATCH BASIN,
 DI6184'20.0 METERS (65.6 FEET) NORTH OF THE CENTERLINE OF WEST 8 MILE ROAD,
 DI6184'8.8 FEET (2.7 METERS) EAST OF THE BACK OF A CURB FOR OAK TREE DRIVE,
 DI6184'AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6185 ***********************************************************************
 DI6185  DESIGNATION -  63638
 DI6185  PID         -  DI6185
 DI6185  STATE/COUNTY-  MI/OAKLAND
 DI6185  COUNTRY     -  US
 DI6185  USGS QUAD   -  SALEM (2017)
 DI6185
 DI6185                         *CURRENT SURVEY CONTROL
 DI6185  ______________________________________________________________________
 DI6185* NAD 83(1986) POSITION- 42 25 59.55   (N) 083 36 36.41   (W)   HD_HELD1
 DI6185* NAVD 88 ORTHO HEIGHT -   298.255 (meters)      978.52  (feet) ADJUSTED
 DI6185  ______________________________________________________________________
 DI6185  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 DI6185  DYNAMIC HEIGHT  -        298.169 (meters)      978.24  (feet) COMP
 DI6185  MODELED GRAVITY -    980,324.6   (mgal)                       NAVD 88
 DI6185
 DI6185  VERT ORDER      -  SECOND    CLASS I
 DI6185
 DI6185.The horizontal coordinates were determined by differentially corrected
 DI6185.hand held GPS observations or other comparable positioning techniques
 DI6185.and have an estimated accuracy of +/- 3 meters.
 DI6185
 DI6185.The orthometric height was determined by differential leveling and
 DI6185.adjusted by the NATIONAL GEODETIC SURVEY
 DI6185.in July 2007.
 DI6185
 DI6185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6185.GEOID18 height accuracy estimate available here.
 DI6185
 DI6185.Click photographs - Photos may exist for this station.
 DI6185
 DI6185.The dynamic height is computed by dividing the NAVD 88
 DI6185.geopotential number by the normal gravity value computed on the
 DI6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6185.degrees latitude (g = 980.6199 gals.).
 DI6185
 DI6185.The modeled gravity was interpolated from observed gravity values.
 DI6185
 DI6185;                    North         East    Units  Estimated Accuracy
 DI6185;SPC MI S     -   103,938.3   4,062,249.3     MT  (+/- 3 meters HH1 GPS) 
 DI6185
 DI6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8530201177(NAD 83)
 DI6185
 DI6185                          SUPERSEDED SURVEY CONTROL
 DI6185
 DI6185.No superseded survey control is available for this station.
 DI6185
 DI6185_MARKER: DD = SURVEY DISK
 DI6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6185_STAMPING: 63638 2006
 DI6185_MARK LOGO: MIDT
 DI6185_PROJECTION: FLUSH
 DI6185_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6185+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2022
 DI6185
 DI6185  HISTORY     - Date     Condition        Report By
 DI6185  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6185  HISTORY     - 20220407 GOOD             MI-161
 DI6185
 DI6185                          STATION DESCRIPTION
 DI6185
 DI6185'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6185'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) NORTHWEST OF SALEM,
 DI6185'2.9 MILES (4.67 KILOMETERS) SOUTHEAST OF SOUTH LYON, AND 5.4 MILES
 DI6185'(8.69 KILOMETERS) SOUTH OF NEW HUDSON, IN THE NORTHWEST QUADRANT OF
 DI6185'THE INTERSECTION OF 8 MILE ROAD WITH EXTENDED NORTHVILLE BOULEVARD.
 DI6185'
 DI6185'TO REACH THE STATION FROM THE JUNCTION OF PONTIAC TRIAL WITH 8 MILE
 DI6185'ROAD, GO EAST ON 8 MILE ROAD FOR 2.0 MILES (3.22 KILOMETERS) TO THE
 DI6185'STATION ON THE LEFT.
 DI6185'
 DI6185'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6185'DISK STAMPED 63638 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6185'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 109.7 METERS
 DI6185'(359.9 FEET) EAST OF PRIVATE ENTRANCE--37100--, 47.3 METERS (155.2
 DI6185'FEET) WEST OF THE EXTENDED CENTERLINE OF NORTHVILLE BOULEVARD, 8.4
 DI6185'METERS (27.5 FEET) NORTH OF THE CENTERLINE OF WEST 8 MILE ROAD, 2.0
 DI6185'METERS (6.7 FEET) NORTH-NORTHEAST OF THE END OF A CURB, 1.9 METERS
 DI6185'(6.3 FEET) SOUTH OF A FENCE LINE, AND 11 INCHES (28 CENTIMETERS) SOUTH
 DI6185'OF A CARSONITE WITNESS POST.
 DI6185
 DI6185                          STATION RECOVERY (2022)
 DI6185
 DI6185'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2022 (JM)
 DI6185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6186 ***********************************************************************
 DI6186  DESIGNATION -  63639
 DI6186  PID         -  DI6186
 DI6186  STATE/COUNTY-  MI/OAKLAND
 DI6186  COUNTRY     -  US
 DI6186  USGS QUAD   -  SALEM (2017)
 DI6186
 DI6186                         *CURRENT SURVEY CONTROL
 DI6186  ______________________________________________________________________
 DI6186* NAD 83(2011) POSITION- 42 26 03.62391(N) 083 34 43.08730(W)   ADJUSTED
 DI6186* NAD 83(2011) ELLIP HT-   281.048 (meters)        (06/27/12)   ADJUSTED
 DI6186* NAD 83(2011) EPOCH   -  2010.00
 DI6186* NAVD 88 ORTHO HEIGHT -   314.740 (meters)     1032.61  (feet) ADJUSTED
 DI6186  ______________________________________________________________________
 DI6186  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 DI6186  NAD 83(2011) X  -    527,299.494 (meters)                     COMP
 DI6186  NAD 83(2011) Y  - -4,685,209.097 (meters)                     COMP
 DI6186  NAD 83(2011) Z  -  4,281,524.085 (meters)                     COMP
 DI6186  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DI6186  DYNAMIC HEIGHT  -        314.649 (meters)     1032.31  (feet) COMP
 DI6186  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 DI6186
 DI6186  VERT ORDER      -  SECOND    CLASS I
 DI6186
 DI6186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6186  Standards:
 DI6186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6186  -------------------------------------------------------------------
 DI6186  NETWORK    0.26   0.43           0.12   0.09   0.22      0.02437178
 DI6186  -------------------------------------------------------------------
 DI6186  Click here for local accuracies and other accuracy information.
 DI6186
 DI6186.The horizontal coordinates were established by GPS observations
 DI6186.and adjusted by the National Geodetic Survey in June 2012.
 DI6186
 DI6186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6186.been affixed to the stable North American tectonic plate. See 
 DI6186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6186
 DI6186.The horizontal coordinates are valid at the epoch date displayed above
 DI6186.which is a decimal equivalence of Year/Month/Day.
 DI6186
 DI6186.The orthometric height was determined by differential leveling and
 DI6186.adjusted by the NATIONAL GEODETIC SURVEY
 DI6186.in July 2007.
 DI6186
 DI6186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6186.GEOID18 height accuracy estimate available here.
 DI6186
 DI6186.Click photographs - Photos may exist for this station.
 DI6186
 DI6186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6186
 DI6186.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6186
 DI6186.The ellipsoidal height was determined by GPS observations
 DI6186.and is referenced to NAD 83.
 DI6186
 DI6186.The dynamic height is computed by dividing the NAVD 88
 DI6186.geopotential number by the normal gravity value computed on the
 DI6186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6186.degrees latitude (g = 980.6199 gals.).
 DI6186
 DI6186.The modeled gravity was interpolated from observed gravity values.
 DI6186
 DI6186. The following values were computed from the NAD 83(2011) position.
 DI6186
 DI6186;                    North         East     Units Scale Factor Converg.
 DI6186;SPC MI S     -   104,087.722 4,064,838.133   MT  0.99993762   +0 32 10.6
 DI6186;SPC MI S     -   341,495.15 13,336,083.11   iFT  0.99993762   +0 32 10.6
 DI6186;UTM  17      - 4,701,223.997   287,895.440   MT  1.00015355   -1 44 26.0
 DI6186
 DI6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6186!SPC MI S     -   0.99995592  x   0.99993762  =   0.99989355
 DI6186!UTM  17      -   0.99995592  x   1.00015355  =   1.00010947
 DI6186
 DI6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8789501223(NAD 83)
 DI6186
 DI6186                          SUPERSEDED SURVEY CONTROL
 DI6186
 DI6186  NAD 83(2007)-  42 26 03.62401(N)    083 34 43.08812(W) AD(2002.00) 1
 DI6186  ELLIP H (06/10/07)  281.053  (m)                       GP(2002.00) 4 1
 DI6186  NAVD 88             314.74   (m)         1032.6    (f) LEVELING    3  
 DI6186
 DI6186.Superseded values are not recommended for survey control.
 DI6186
 DI6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6186.See file dsdata.pdf to determine how the superseded data were derived.
 DI6186
 DI6186_MARKER: DD = SURVEY DISK
 DI6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6186_STAMPING: 63639 2006
 DI6186_MARK LOGO: MIDT
 DI6186_PROJECTION: FLUSH
 DI6186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6186+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2025
 DI6186
 DI6186  HISTORY     - Date     Condition        Report By
 DI6186  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6186  HISTORY     - 20160912 GOOD             MCA
 DI6186  HISTORY     - 20200811 GOOD             MIDT
 DI6186  HISTORY     - 20250613 GOOD             MIDT
 DI6186
 DI6186                          STATION DESCRIPTION
 DI6186
 DI6186'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6186'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) NORTH OF SALEM, 4.0
 DI6186'MILES (6.44 KILOMETERS) SOUTHEAST OF SOUTH LYON, AND 5.0 MILES   (8.05
 DI6186'KILOMETERS) WEST-NORTHWEST OF NORTHVILLE, LOCATED NORTH OF 8 MILE ROAD
 DI6186'AND BETWEEN GALE DRIVE AND CHUBB ROAD.
 DI6186'
 DI6186'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH PONTIAC
 DI6186'TRAIL, GO EAST ON 8 MILE ROAD FOR 3.6 MILES (5.79 KILOMETERS) TO THE
 DI6186'STATION ON THE LEFT.
 DI6186'
 DI6186'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6186'DISK STAMPED 63639 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6186'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 609.6 METERS
 DI6186'(2000.0 FEET) WEST OF THE CENTERLINE OF CHUBB ROAD, 64.0 METERS (210.0
 DI6186'FEET) WEST OF THE CENTER OF PRIVATE ENTRANCE--53670--, 9.9 METERS
 DI6186'(32.6 FEET) NORTH OF THE CENTERLINE OF 8 MILE ROAD, 4.0 METERS (13.1
 DI6186'FEET) SOUTH OF A WHITE FENCE LINE, AND 11 INCHES (28 CENTIMETERS)
 DI6186'SOUTH OF A CARSONITE WITNESS POST.
 DI6186
 DI6186                          STATION RECOVERY (2016)
 DI6186
 DI6186'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2016 (CCM)
 DI6186'RECOVERED IN GOOD CONDITION.
 DI6186
 DI6186                          STATION RECOVERY (2020)
 DI6186
 DI6186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6186'RECOVERED IN GOOD CONDITION.
 DI6186
 DI6186                          STATION RECOVERY (2025)
 DI6186
 DI6186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6187 ***********************************************************************
 DI6187  DESIGNATION -  63640
 DI6187  PID         -  DI6187
 DI6187  STATE/COUNTY-  MI/OAKLAND
 DI6187  COUNTRY     -  US
 DI6187  USGS QUAD   -  SALEM (2017)
 DI6187
 DI6187                         *CURRENT SURVEY CONTROL
 DI6187  ______________________________________________________________________
 DI6187* NAD 83(1986) POSITION- 42 26 09.     (N) 083 31 42.     (W)   SCALED
 DI6187* NAVD 88 ORTHO HEIGHT -   296.592 (meters)      973.07  (feet) ADJUSTED
 DI6187  ______________________________________________________________________
 DI6187  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DI6187  DYNAMIC HEIGHT  -        296.508 (meters)      972.79  (feet) COMP
 DI6187  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 DI6187
 DI6187  VERT ORDER      -  SECOND    CLASS I
 DI6187
 DI6187.The horizontal coordinates were scaled from a map and have
 DI6187.an estimated accuracy of +/- 6 seconds.
 DI6187
 DI6187.The orthometric height was determined by differential leveling and
 DI6187.adjusted by the NATIONAL GEODETIC SURVEY
 DI6187.in July 2007.
 DI6187
 DI6187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6187.GEOID18 height accuracy estimate available here.
 DI6187
 DI6187.Click photographs - Photos may exist for this station.
 DI6187
 DI6187.The dynamic height is computed by dividing the NAVD 88
 DI6187.geopotential number by the normal gravity value computed on the
 DI6187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6187.degrees latitude (g = 980.6199 gals.).
 DI6187
 DI6187.The modeled gravity was interpolated from observed gravity values.
 DI6187
 DI6187;                    North         East    Units  Estimated Accuracy
 DI6187;SPC MI S     -   104,290.    4,068,980.      MT  (+/- 180 meters Scaled)
 DI6187
 DI6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH920012(NAD 83)
 DI6187
 DI6187                          SUPERSEDED SURVEY CONTROL
 DI6187
 DI6187.No superseded survey control is available for this station.
 DI6187
 DI6187_MARKER: DD = SURVEY DISK
 DI6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6187_STAMPING: 63640 2006
 DI6187_MARK LOGO: MIDT
 DI6187_PROJECTION: FLUSH
 DI6187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6187+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 DI6187
 DI6187  HISTORY     - Date     Condition        Report By
 DI6187  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6187  HISTORY     - 20090323 GOOD             STANTI
 DI6187
 DI6187                          STATION DESCRIPTION
 DI6187
 DI6187'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6187'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHEAST OF SALEM,
 DI6187'2.2 MILES (3.54 KILOMETERS) WEST-NORTHWEST OF NORTHVILLE, AND 5.4
 DI6187'MILES (8.69 KILOMETERS) NORTHWEST OF PLYMOUTH, LOCATED NORTH OF 8 MILE
 DI6187'ROAD AND BETWEEN EXTENDED WESTVIEW DRIVE AND GARFIELD ROAD.
 DI6187'
 DI6187'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH PONTIAC
 DI6187'TRAIL, GO EAST ON 8 MILE ROAD FOR 6.3 MILES (10.14 KILOMETERS) TO THE
 DI6187'STATION ON THE LEFT.
 DI6187'
 DI6187'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6187'DISK STAMPED 63640 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6187'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.31 MILES (0.5
 DI6187'KILOMETERS) EAST OF PRIVATE ENTRANCE--49680--, 304.8 METERS (1000.0
 DI6187'FEET) EAST OF GARFIELD ROAD, 39.5 METERS (129.7 FEET) WEST-NORTHWEST
 DI6187'OF THE TOP AND CENTER OF A STEEL CAGED CULVERT, 14.1 METERS (46.3
 DI6187'FEET) WEST-SOUTHWEST OF A POWER POLE, 8.5 METERS (28.0 FEET) NORTH OF
 DI6187'THE CENTERLINE OF 8 MILE ROAD, AND 1.0 METER (3.25 FEET) SOUTH OF A
 DI6187'CARSONITE WITNESS POST.
 DI6187
 DI6187                          STATION RECOVERY (2009)
 DI6187
 DI6187'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (BDF)
 DI6187'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6188 ***********************************************************************
 DI6188  DESIGNATION -  63641
 DI6188  PID         -  DI6188
 DI6188  STATE/COUNTY-  MI/OAKLAND
 DI6188  COUNTRY     -  US
 DI6188  USGS QUAD   -  NORTHVILLE (2017)
 DI6188
 DI6188                         *CURRENT SURVEY CONTROL
 DI6188  ______________________________________________________________________
 DI6188* NAD 83(2011) POSITION- 42 26 13.75606(N) 083 29 38.36318(W)   ADJUSTED
 DI6188* NAD 83(2011) ELLIP HT-   234.778 (meters)        (06/27/12)   ADJUSTED
 DI6188* NAD 83(2011) EPOCH   -  2010.00
 DI6188* NAVD 88 ORTHO HEIGHT -   268.596 (meters)      881.22  (feet) ADJUSTED
 DI6188  ______________________________________________________________________
 DI6188  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 DI6188  NAD 83(2011) X  -    534,192.809 (meters)                     COMP
 DI6188  NAD 83(2011) Y  - -4,684,181.446 (meters)                     COMP
 DI6188  NAD 83(2011) Z  -  4,281,723.611 (meters)                     COMP
 DI6188  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 DI6188  DYNAMIC HEIGHT  -        268.519 (meters)      880.97  (feet) COMP
 DI6188  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 DI6188
 DI6188  VERT ORDER      -  SECOND    CLASS I
 DI6188
 DI6188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6188  Standards:
 DI6188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6188  -------------------------------------------------------------------
 DI6188  NETWORK    0.26   0.43           0.12   0.09   0.22      0.01493964
 DI6188  -------------------------------------------------------------------
 DI6188  Click here for local accuracies and other accuracy information.
 DI6188
 DI6188.The horizontal coordinates were established by GPS observations
 DI6188.and adjusted by the National Geodetic Survey in June 2012.
 DI6188
 DI6188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6188.been affixed to the stable North American tectonic plate. See 
 DI6188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6188
 DI6188.The horizontal coordinates are valid at the epoch date displayed above
 DI6188.which is a decimal equivalence of Year/Month/Day.
 DI6188
 DI6188.The orthometric height was determined by differential leveling and
 DI6188.adjusted by the NATIONAL GEODETIC SURVEY
 DI6188.in July 2007.
 DI6188
 DI6188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6188.GEOID18 height accuracy estimate available here.
 DI6188
 DI6188.Click photographs - Photos may exist for this station.
 DI6188
 DI6188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6188
 DI6188.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6188
 DI6188.The ellipsoidal height was determined by GPS observations
 DI6188.and is referenced to NAD 83.
 DI6188
 DI6188.The dynamic height is computed by dividing the NAVD 88
 DI6188.geopotential number by the normal gravity value computed on the
 DI6188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6188.degrees latitude (g = 980.6199 gals.).
 DI6188
 DI6188.The modeled gravity was interpolated from observed gravity values.
 DI6188
 DI6188. The following values were computed from the NAD 83(2011) position.
 DI6188
 DI6188;                    North         East     Units Scale Factor Converg.
 DI6188;SPC MI S     -   104,469.011 4,071,799.178   MT  0.99993724   +0 35 38.0
 DI6188;SPC MI S     -   342,746.10 13,358,921.19   iFT  0.99993724   +0 35 38.0
 DI6188;UTM  17      - 4,701,328.426   294,867.519   MT  1.00011776   -1 41 00.5
 DI6188
 DI6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6188!SPC MI S     -   0.99996318  x   0.99993724  =   0.99990042
 DI6188!UTM  17      -   0.99996318  x   1.00011776  =   1.00008094
 DI6188
 DI6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9486701328(NAD 83)
 DI6188
 DI6188                          SUPERSEDED SURVEY CONTROL
 DI6188
 DI6188  NAD 83(2007)-  42 26 13.75617(N)    083 29 38.36399(W) AD(2002.00) 1
 DI6188  ELLIP H (06/10/07)  234.784  (m)                       GP(2002.00) 4 1
 DI6188  NAVD 88             268.60   (m)          881.2    (f) LEVELING    3  
 DI6188
 DI6188.Superseded values are not recommended for survey control.
 DI6188
 DI6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6188.See file dsdata.pdf to determine how the superseded data were derived.
 DI6188
 DI6188_MARKER: DD = SURVEY DISK
 DI6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6188_STAMPING: 63641 2006
 DI6188_MARK LOGO: MIDT
 DI6188_PROJECTION: FLUSH
 DI6188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6188+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2025
 DI6188
 DI6188  HISTORY     - Date     Condition        Report By
 DI6188  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6188  HISTORY     - 20200727 GOOD             MIDT
 DI6188  HISTORY     - 20250527 GOOD             DANDR
 DI6188
 DI6188                          STATION DESCRIPTION
 DI6188
 DI6188'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6188'THE STATION IS LOCATED 5.0 MILES (8.05 KILOMETERS) NORTHEAST OF SALEM,
 DI6188'0.7 MILES (1.13 KILOMETERS) NORTHWEST OF NORTHVILLE, AND 3.1 MILES
 DI6188'(4.99 KILOMETERS) SOUTH-SOUTHWEST OF NOVI, IN THE NORTHWEST QUADRANT
 DI6188'OF THE INTERSECTION OF TAFT ROAD WITH 8 MILE ROAD.
 DI6188'
 DI6188'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH PONTIAC
 DI6188'TRAIL, GO EAST ON 8 MILE ROAD FOR 8.0 MILES (12.87 KILOMETERS) TO THE
 DI6188'STATION ON THE LEFT.
 DI6188'
 DI6188'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6188'DISK STAMPED 63641 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6188'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 70.7 METERS
 DI6188'(232.0 FEET) WEST OF TAFT ROAD, 16.8 METERS (55.0 FEET) EAST OF THE
 DI6188'EXTENDED CENTER OF THE DRIVE FOR THE FIRST UNITED METHODIST CHURCH
 DI6188'ADDRESS--777--, 10.7 METERS (35.0 FEET) SOUTHEAST OF A POWER POLE, 6.4
 DI6188'METERS (21.0 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, 2.8 METERS  (9.2
 DI6188'FEET) NORTH OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS)
 DI6188'SOUTH OF A CARSONITE WITNESS POST.
 DI6188
 DI6188                          STATION RECOVERY (2020)
 DI6188
 DI6188'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6188'RECOVERED IN GOOD CONDITION.
 DI6188
 DI6188                          STATION RECOVERY (2025)
 DI6188
 DI6188'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 DI6188'RECOVERED AS DESCRIBED.  CARSONITE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6189 ***********************************************************************
 DI6189  DESIGNATION -  63642
 DI6189  PID         -  DI6189
 DI6189  STATE/COUNTY-  MI/OAKLAND
 DI6189  COUNTRY     -  US
 DI6189  USGS QUAD   -  NORTHVILLE (2017)
 DI6189
 DI6189                         *CURRENT SURVEY CONTROL
 DI6189  ______________________________________________________________________
 DI6189* NAD 83(1986) POSITION- 42 26 17.17   (N) 083 27 49.01   (W)   HD_HELD1
 DI6189* NAVD 88 ORTHO HEIGHT -   265.075 (meters)      869.67  (feet) ADJUSTED
 DI6189  ______________________________________________________________________
 DI6189  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 DI6189  DYNAMIC HEIGHT  -        265.000 (meters)      869.42  (feet) COMP
 DI6189  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 DI6189
 DI6189  VERT ORDER      -  SECOND    CLASS I
 DI6189
 DI6189.The horizontal coordinates were determined by differentially corrected
 DI6189.hand held GPS observations or other comparable positioning techniques
 DI6189.and have an estimated accuracy of +/- 3 meters.
 DI6189
 DI6189.The orthometric height was determined by differential leveling and
 DI6189.adjusted by the NATIONAL GEODETIC SURVEY
 DI6189.in July 2007.
 DI6189
 DI6189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6189.GEOID18 height accuracy estimate available here.
 DI6189
 DI6189.Click photographs - Photos may exist for this station.
 DI6189
 DI6189.The dynamic height is computed by dividing the NAVD 88
 DI6189.geopotential number by the normal gravity value computed on the
 DI6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6189.degrees latitude (g = 980.6199 gals.).
 DI6189
 DI6189.The modeled gravity was interpolated from observed gravity values.
 DI6189
 DI6189;                    North         East    Units  Estimated Accuracy
 DI6189;SPC MI S     -   104,600.7   4,074,297.1     MT  (+/- 3 meters HH1 GPS) 
 DI6189
 DI6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9736901360(NAD 83)
 DI6189
 DI6189                          SUPERSEDED SURVEY CONTROL
 DI6189
 DI6189.No superseded survey control is available for this station.
 DI6189
 DI6189_MARKER: DD = SURVEY DISK
 DI6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6189_STAMPING: 63642 2006
 DI6189_MARK LOGO: MIDT
 DI6189_PROJECTION: FLUSH
 DI6189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6189+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2025
 DI6189
 DI6189  HISTORY     - Date     Condition        Report By
 DI6189  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6189  HISTORY     - 20250527 GOOD             DANDR
 DI6189
 DI6189                          STATION DESCRIPTION
 DI6189
 DI6189'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6189'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) SOUTH-SOUTHEAST OF
 DI6189'NOVI, 1.1 MILES (1.77 KILOMETERS) NORTHEAST OF NORTHVILLE, AND 4.7
 DI6189'MILES (7.56 KILOMETERS) NORTH OF PLYMOUTH, IN THE NORTHEAST QUADRANT
 DI6189'OF THE INTERSECTION OF 8 MILE ROAD WITH WOODLAND GLEN DRIVE.
 DI6189'
 DI6189'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH PONTIAC
 DI6189'TRAIL, GO EAST ON 8 MILE ROAD FOR 9.5 MILES (15.29 KILOMETERS) TO THE
 DI6189'STATION ON THE LEFT.
 DI6189'
 DI6189'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6189'DISK STAMPED 63642 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6189'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.9 METERS (65.3
 DI6189'FEET) SOUTHWEST OF A FLAG POLE BASE, 17.4 METERS (57.2 FEET) WEST OF
 DI6189'THE CENTERLINE OF WOODLAND GLEN DRIVE, 4.1 METERS (13.3 FEET) SOUTH OF
 DI6189'THE SOUTH EDGE OF A WALK, 2.7 METERS (8.7 FEET) NORTH OF THE BACK OF A
 DI6189'CURB, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS
 DI6189'POST.
 DI6189
 DI6189                          STATION RECOVERY (2025)
 DI6189
 DI6189'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 DI6189'RECOVERED AS DESCRIBED.  CARSONITE WITNESS POST IS GONE.  CORNER IS IN
 DI6189'THE NORTHWEST CORNER OF THE T-INTERSECTION AT EIGHT MILE ROAD AND
 DI6189'WOODLAND GLEN DRIVE, ALSO BEING THE ENTRANCE TO GLENS OF NORTHVILLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6190 ***********************************************************************
 DI6190  DESIGNATION -  63643
 DI6190  PID         -  DI6190
 DI6190  STATE/COUNTY-  MI/OAKLAND
 DI6190  COUNTRY     -  US
 DI6190  USGS QUAD   -  NORTHVILLE (2017)
 DI6190
 DI6190                         *CURRENT SURVEY CONTROL
 DI6190  ______________________________________________________________________
 DI6190* NAD 83(1986) POSITION- 42 26 21.     (N) 083 25 25.     (W)   SCALED
 DI6190* NAVD 88 ORTHO HEIGHT -   244.719 (meters)      802.88  (feet) ADJUSTED
 DI6190  ______________________________________________________________________
 DI6190  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 DI6190  DYNAMIC HEIGHT  -        244.650 (meters)      802.66  (feet) COMP
 DI6190  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 DI6190
 DI6190  VERT ORDER      -  SECOND    CLASS I
 DI6190
 DI6190.The horizontal coordinates were scaled from a map and have
 DI6190.an estimated accuracy of +/- 6 seconds.
 DI6190
 DI6190.The orthometric height was determined by differential leveling and
 DI6190.adjusted by the NATIONAL GEODETIC SURVEY
 DI6190.in July 2007.
 DI6190
 DI6190.No vertical observational check was made to the station.
 DI6190
 DI6190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6190.GEOID18 height accuracy estimate available here.
 DI6190
 DI6190.Click photographs - Photos may exist for this station.
 DI6190
 DI6190.The dynamic height is computed by dividing the NAVD 88
 DI6190.geopotential number by the normal gravity value computed on the
 DI6190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6190.degrees latitude (g = 980.6199 gals.).
 DI6190
 DI6190.The modeled gravity was interpolated from observed gravity values.
 DI6190
 DI6190;                    North         East    Units  Estimated Accuracy
 DI6190;SPC MI S     -   104,760.    4,077,590.      MT  (+/- 180 meters Scaled)
 DI6190
 DI6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH006013(NAD 83)
 DI6190
 DI6190                          SUPERSEDED SURVEY CONTROL
 DI6190
 DI6190.No superseded survey control is available for this station.
 DI6190
 DI6190_MARKER: DD = SURVEY DISK
 DI6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6190_STAMPING: 63643 2006
 DI6190_MARK LOGO: MIDT
 DI6190_PROJECTION: FLUSH
 DI6190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6190+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2009
 DI6190
 DI6190  HISTORY     - Date     Condition        Report By
 DI6190  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6190  HISTORY     - 20081221 GOOD             MIDT
 DI6190  HISTORY     - 20090407 GOOD             STANTI
 DI6190
 DI6190                          STATION DESCRIPTION
 DI6190
 DI6190'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6190'THE STATION IS LOCATED 3.1 MILES (4.99 KILOMETERS) EAST-NORTHEAST OF
 DI6190'NORTHVILLE, 2.7 MILES (4.35 KILOMETERS) SOUTHWEST OF FARMINGTON, AND
 DI6190'5.3 MILES (8.53 KILOMETERS) NORTHEAST OF PLYMOUTH, IN THE NORTHEAST
 DI6190'QUADRANT OF THE INTERSECTION OF 8 MILE ROAD WITH LUJON DRIVE.
 DI6190'
 DI6190'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH INTERSTATE
 DI6190'HIGHWAY-96, GO EAST ON 8 MILE ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO
 DI6190'THE STATION ON THE LEFT.
 DI6190'
 DI6190'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6190'DISK STAMPED 63643 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6190'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.7 METERS (45.0
 DI6190'FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE--20722--, 13.6 METERS
 DI6190'(44.5 FEET) EAST OF THE CENTERLINE OF LUJON STREET, 9.4 METERS (30.8
 DI6190'FEET) SOUTH OF THE SOUTHWEST CORNER OF A BRICK COLUMN, 2.7 METERS (8.8
 DI6190'FEET) NORTH OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS) EAST
 DI6190'OF A CARSONITE WITNESS POST.
 DI6190
 DI6190                          STATION RECOVERY (2008)
 DI6190
 DI6190'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 DI6190'RECOVERED AS DESCRIBED
 DI6190
 DI6190                          STATION RECOVERY (2009)
 DI6190
 DI6190'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (BDF)
 DI6190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6191 ***********************************************************************
 DI6191  DESIGNATION -  63644
 DI6191  PID         -  DI6191
 DI6191  STATE/COUNTY-  MI/OAKLAND
 DI6191  COUNTRY     -  US
 DI6191  USGS QUAD   -  WEST HIGHLAND (2017)
 DI6191
 DI6191                         *CURRENT SURVEY CONTROL
 DI6191  ______________________________________________________________________
 DI6191* NAD 83(1986) POSITION- 42 38 13.     (N) 083 38 36.     (W)   SCALED
 DI6191* NAVD 88 ORTHO HEIGHT -   314.278 (meters)     1031.09  (feet) ADJUSTED
 DI6191  ______________________________________________________________________
 DI6191  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 DI6191  DYNAMIC HEIGHT  -        314.188 (meters)     1030.80  (feet) COMP
 DI6191  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 DI6191
 DI6191  VERT ORDER      -  SECOND    CLASS I
 DI6191
 DI6191.The horizontal coordinates were scaled from a map and have
 DI6191.an estimated accuracy of +/- 6 seconds.
 DI6191
 DI6191.The orthometric height was determined by differential leveling and
 DI6191.adjusted by the NATIONAL GEODETIC SURVEY
 DI6191.in July 2007.
 DI6191
 DI6191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6191.GEOID18 height accuracy estimate available here.
 DI6191
 DI6191.Click photographs - Photos may exist for this station.
 DI6191
 DI6191.The dynamic height is computed by dividing the NAVD 88
 DI6191.geopotential number by the normal gravity value computed on the
 DI6191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6191.degrees latitude (g = 980.6199 gals.).
 DI6191
 DI6191.The modeled gravity was interpolated from observed gravity values.
 DI6191
 DI6191;                    North         East    Units  Estimated Accuracy
 DI6191;SPC MI S     -   126,540.    4,059,320.      MT  (+/- 180 meters Scaled)
 DI6191
 DI6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH832238(NAD 83)
 DI6191
 DI6191                          SUPERSEDED SURVEY CONTROL
 DI6191
 DI6191.No superseded survey control is available for this station.
 DI6191
 DI6191_MARKER: DD = SURVEY DISK
 DI6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6191_STAMPING: 63644 2006
 DI6191_MARK LOGO: MIDT
 DI6191_PROJECTION: FLUSH
 DI6191_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6191+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DI6191
 DI6191  HISTORY     - Date     Condition        Report By
 DI6191  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6191  HISTORY     - 20140618 GOOD             ADVGEO
 DI6191
 DI6191                          STATION DESCRIPTION
 DI6191
 DI6191'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6191'THE STATION IS LOCATED 1.24 MILES (2.0 KILOMETERS) WEST OF HIGHLAND,
 DI6191'3.7 MILES (5.95 KILOMETERS) NORTHWEST OF MILFORD, AND 5.8 MILES (9.33
 DI6191'KILOMETERS) SOUTHWEST OF WHITE LAKE, LOCATED SOUTH OF STATE HIGHWAY
 DI6191'M-59 (WEST HIGHLAND ROAD) AND BETWEEN EXTENDED COBBLESTONE RUN AND
 DI6191'PRESTWICK TRAIL.
 DI6191'
 DI6191'TO REACH THE STATION FROM THE JUNCTION OF NORTH HICKORY RIDGE ROAD
 DI6191'WITH STATE HIGHWAY M-59 (WEST HIGHLAND ROAD), GO EAST ON STATE HIGHWAY
 DI6191'M-59 (WEST HIGHLAND ROAD) FOR 1.0 MILE (1.61 KILOMETERS) TO THE
 DI6191'STATION ON THE RIGHT.
 DI6191'
 DI6191'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6191'DISK STAMPED 63644 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6191'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 141.7 METERS
 DI6191'(465.0 FEET) WEST OF PRESTWICK TRAIL, 42.2 METERS (138.5 FEET) EAST OF
 DI6191'THE CENTER OF PRIVATE ENTRANCE--2051--, 31.9 METERS (104.7 FEET)
 DI6191'WEST-NORTHWEST OF A POWER POLE, 10.6 METERS (34.8 FEET) SOUTH OF THE
 DI6191'CENTERLINE OF STATE HIGHWAY M-59 (WEST HIGHLAND ROAD), 5.1 METERS
 DI6191'(16.6 FEET) NORTH OF A BRICK COLUMN, AND 11 INCHES (28 CENTIMETERS)
 DI6191'NORTH OF A CARSONITE WITNESS POST.
 DI6191
 DI6191                          STATION RECOVERY (2014)
 DI6191
 DI6191'RECOVERY NOTE BY ADVANCED GEOMATICS 2014 (AT)
 DI6191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6192 ***********************************************************************
 DI6192  DESIGNATION -  63645
 DI6192  PID         -  DI6192
 DI6192  STATE/COUNTY-  MI/OAKLAND
 DI6192  COUNTRY     -  US
 DI6192  USGS QUAD   -  HIGHLAND (2017)
 DI6192
 DI6192                         *CURRENT SURVEY CONTROL
 DI6192  ______________________________________________________________________
 DI6192* NAD 83(1986) POSITION- 42 38 31.56   (N) 083 36 50.18   (W)   HD_HELD1
 DI6192* NAVD 88 ORTHO HEIGHT -   304.006 (meters)      997.39  (feet) ADJUSTED
 DI6192  ______________________________________________________________________
 DI6192  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 DI6192  DYNAMIC HEIGHT  -        303.918 (meters)      997.10  (feet) COMP
 DI6192  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 DI6192
 DI6192  VERT ORDER      -  SECOND    CLASS I
 DI6192
 DI6192.The horizontal coordinates were determined by differentially corrected
 DI6192.hand held GPS observations or other comparable positioning techniques
 DI6192.and have an estimated accuracy of +/- 3 meters.
 DI6192
 DI6192.The orthometric height was determined by differential leveling and
 DI6192.adjusted by the NATIONAL GEODETIC SURVEY
 DI6192.in July 2007.
 DI6192
 DI6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6192.GEOID18 height accuracy estimate available here.
 DI6192
 DI6192.Click photographs - Photos may exist for this station.
 DI6192
 DI6192.The dynamic height is computed by dividing the NAVD 88
 DI6192.geopotential number by the normal gravity value computed on the
 DI6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6192.degrees latitude (g = 980.6199 gals.).
 DI6192
 DI6192.The modeled gravity was interpolated from observed gravity values.
 DI6192
 DI6192;                    North         East    Units  Estimated Accuracy
 DI6192;SPC MI S     -   127,137.3   4,061,727.2     MT  (+/- 3 meters HH1 GPS) 
 DI6192
 DI6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8570324384(NAD 83)
 DI6192
 DI6192                          SUPERSEDED SURVEY CONTROL
 DI6192
 DI6192.No superseded survey control is available for this station.
 DI6192
 DI6192_MARKER: DD = SURVEY DISK
 DI6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6192_STAMPING: 63645 2006
 DI6192_MARK LOGO: MIDT
 DI6192_PROJECTION: FLUSH
 DI6192_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6192+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 DI6192
 DI6192  HISTORY     - Date     Condition        Report By
 DI6192  HISTORY     - 20060610 MONUMENTED       MIDT
 DI6192  HISTORY     - 20140618 GOOD             ADVGEO
 DI6192  HISTORY     - 20200612 GOOD             MIDT
 DI6192
 DI6192                          STATION DESCRIPTION
 DI6192
 DI6192'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6192'THE STATION IS LOCATED 0.3 MILES (0.48 KILOMETERS) NORTHEAST OF
 DI6192'HIGHLAND, 3.4 MILES (5.47 KILOMETERS) NORTH-NORTHWEST OF MILFORD, AND
 DI6192'4.5 MILES (7.24 KILOMETERS) SOUTHWEST OF WHITE LAKE, IN THE NORTHWEST
 DI6192'QUADRANT OF THE INTERSECTION OF TOWN CENTER DRIVE WITH STATE HIGHWAY
 DI6192'M-59 (EAST HIGHLAND ROAD).
 DI6192'
 DI6192'TO REACH THE STATION FROM THE JUNCTION OF NORTH MILFORD ROAD WITH
 DI6192'STATE HIGHWAY M-59 (EAST HIGHLAND ROAD), GO EAST ON STATE HIGHWAY M-59
 DI6192'(EAST HIGHLAND ROAD) FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON
 DI6192'THE LEFT.
 DI6192'
 DI6192'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6192'DISK STAMPED 63645 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6192'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS LOCATED TO THE
 DI6192'SOUTHWEST OF FIFTH THIRD BANK ADDRESS--411--TOWN CENTER DRIVE, 76.2
 DI6192'METERS (250.0 FEET) WEST OF TOWN CENTER DRIVE, 8.6 METERS (28.2 FEET)
 DI6192'NORTHEAST OF THE CENTER OF A CATCH BASIN, 4.6 METERS (15.0 FEET) NORTH
 DI6192'OF THE BACK OF A CURB, 4.1 METERS (13.3 FEET) SOUTH OF THE BASE OF A
 DI6192'LIGHT POLE, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE
 DI6192'WITNESS POST.
 DI6192
 DI6192                          STATION RECOVERY (2014)
 DI6192
 DI6192'RECOVERY NOTE BY ADVANCED GEOMATICS 2014 (AT)
 DI6192'RECOVERED IN GOOD CONDITION.
 DI6192
 DI6192                          STATION RECOVERY (2020)
 DI6192
 DI6192'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6192'THE MARK IS 9.3 M (30.5 FT) WEST OF SIGN POST.  THE LIGHT POLE TO THE
 DI6192'NORTH OF THE MARK HAS BEEN REMOVED BUT THE CONCRETE BASE REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6388 ***********************************************************************
 DI6388  DESIGNATION -  63646
 DI6388  PID         -  DI6388
 DI6388  STATE/COUNTY-  MI/OAKLAND
 DI6388  COUNTRY     -  US
 DI6388  USGS QUAD   -  HIGHLAND (2017)
 DI6388
 DI6388                         *CURRENT SURVEY CONTROL
 DI6388  ______________________________________________________________________
 DI6388* NAD 83(2011) POSITION- 42 39 13.29717(N) 083 35 04.08012(W)   ADJUSTED
 DI6388* NAD 83(2011) ELLIP HT-   278.758 (meters)        (06/27/12)   ADJUSTED
 DI6388* NAD 83(2011) EPOCH   -  2010.00
 DI6388* NAVD 88 ORTHO HEIGHT -   312.485 (meters)     1025.21  (feet) ADJUSTED
 DI6388  ______________________________________________________________________
 DI6388  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 DI6388  NAD 83(2011) X  -    524,981.417 (meters)                     COMP
 DI6388  NAD 83(2011) Y  - -4,668,887.860 (meters)                     COMP
 DI6388  NAD 83(2011) Z  -  4,299,475.645 (meters)                     COMP
 DI6388  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 DI6388  DYNAMIC HEIGHT  -        312.394 (meters)     1024.91  (feet) COMP
 DI6388  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 DI6388
 DI6388  VERT ORDER      -  SECOND    CLASS I
 DI6388
 DI6388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6388  Standards:
 DI6388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6388  -------------------------------------------------------------------
 DI6388  NETWORK    0.40   0.55           0.18   0.14   0.28     -0.12890622
 DI6388  -------------------------------------------------------------------
 DI6388  Click here for local accuracies and other accuracy information.
 DI6388
 DI6388.The horizontal coordinates were established by GPS observations
 DI6388.and adjusted by the National Geodetic Survey in June 2012.
 DI6388
 DI6388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6388.been affixed to the stable North American tectonic plate. See 
 DI6388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6388
 DI6388.The horizontal coordinates are valid at the epoch date displayed above
 DI6388.which is a decimal equivalence of Year/Month/Day.
 DI6388
 DI6388.The orthometric height was determined by differential leveling and
 DI6388.adjusted by the NATIONAL GEODETIC SURVEY
 DI6388.in July 2007.
 DI6388
 DI6388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6388.GEOID18 height accuracy estimate available here.
 DI6388
 DI6388.Click photographs - Photos may exist for this station.
 DI6388
 DI6388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6388
 DI6388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6388
 DI6388.The ellipsoidal height was determined by GPS observations
 DI6388.and is referenced to NAD 83.
 DI6388
 DI6388.The dynamic height is computed by dividing the NAVD 88
 DI6388.geopotential number by the normal gravity value computed on the
 DI6388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6388.degrees latitude (g = 980.6199 gals.).
 DI6388
 DI6388.The modeled gravity was interpolated from observed gravity values.
 DI6388
 DI6388. The following values were computed from the NAD 83(2011) position.
 DI6388
 DI6388;                    North         East     Units Scale Factor Converg.
 DI6388;SPC MI S     -   128,447.025 4,064,131.992   MT  0.99991499   +0 31 56.3
 DI6388;SPC MI S     -   421,414.12 13,333,766.38   iFT  0.99991499   +0 31 56.3
 DI6388;UTM  17      - 4,725,597.656   288,159.207   MT  1.00015215   -1 45 06.5
 DI6388
 DI6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6388!SPC MI S     -   0.99995628  x   0.99991499  =   0.99987128
 DI6388!UTM  17      -   0.99995628  x   1.00015215  =   1.00010843
 DI6388
 DI6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8815925597(NAD 83)
 DI6388
 DI6388                          SUPERSEDED SURVEY CONTROL
 DI6388
 DI6388  NAD 83(2007)-  42 39 13.29696(N)    083 35 04.08068(W) AD(2002.00) 1
 DI6388  ELLIP H (06/10/07)  278.773  (m)                       GP(2002.00) 4 1
 DI6388  NAVD 88             312.49   (m)         1025.2    (f) LEVELING    3  
 DI6388
 DI6388.Superseded values are not recommended for survey control.
 DI6388
 DI6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6388.See file dsdata.pdf to determine how the superseded data were derived.
 DI6388
 DI6388_MARKER: DD = SURVEY DISK
 DI6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6388_STAMPING: 63646 2006
 DI6388_MARK LOGO: MIDT
 DI6388_PROJECTION: FLUSH
 DI6388_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6388+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 DI6388
 DI6388  HISTORY     - Date     Condition        Report By
 DI6388  HISTORY     - 20060609 MONUMENTED       MIDT
 DI6388  HISTORY     - 20200616 GOOD             MIDT
 DI6388
 DI6388                          STATION DESCRIPTION
 DI6388
 DI6388'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6388'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) NORTHEAST OF
 DI6388'HIGHLAND, 4.1 MILES (6.6 KILOMETERS) NORTH-NORTHEAST OF MILFORD, AND
 DI6388'3.0 MILES     (4.83 KILOMETERS) SOUTHWEST OF WHITE LAKE, IN THE
 DI6388'NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-59 (EAST
 DI6388'HIGHLAND ROAD) WITH WATERBURY ROAD.
 DI6388'
 DI6388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (EAST
 DI6388'HIGHLAND ROAD) WITH DUCK LAKE ROAD, GO WEST ON STATE HIGHWAY M-59
 DI6388'(EAST HIGHLAND ROAD) FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON
 DI6388'THE RIGHT.
 DI6388'
 DI6388'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6388'DISK STAMPED 63646 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6388'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 47.5 METERS
 DI6388'(156.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF C AND C DOLLAR
 DI6388'BUILDING--ADDRESS 2221--, 28.8 METERS (94.5 FEET) WEST OF THE
 DI6388'CENTERLINE OF WATERBURY ROAD, 4.1 METERS (13.4 FEET) NORTH OF THE BACK
 DI6388'OF A CURB, 3.7 METERS (12.0 FEET) NORTHWEST OF THE CENTER OF A
 DI6388'MANHOLE, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS
 DI6388'POST.
 DI6388
 DI6388                          STATION RECOVERY (2020)
 DI6388
 DI6388'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6388'THE MARK IS 17.8 M (58.4 FT) SOUTHWEST OF A METAL POST FOR A STOP
 DI6388'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6193 ***********************************************************************
 DI6193  DESIGNATION -  63647
 DI6193  PID         -  DI6193
 DI6193  STATE/COUNTY-  MI/OAKLAND
 DI6193  COUNTRY     -  US
 DI6193  USGS QUAD   -  HIGHLAND (2017)
 DI6193
 DI6193                         *CURRENT SURVEY CONTROL
 DI6193  ______________________________________________________________________
 DI6193* NAD 83(1986) POSITION- 42 39 15.     (N) 083 33 10.     (W)   SCALED
 DI6193* NAVD 88 ORTHO HEIGHT -   311.756 (meters)     1022.82  (feet) ADJUSTED
 DI6193  ______________________________________________________________________
 DI6193  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 DI6193  DYNAMIC HEIGHT  -        311.664 (meters)     1022.52  (feet) COMP
 DI6193  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 DI6193
 DI6193  VERT ORDER      -  SECOND    CLASS I
 DI6193
 DI6193.The horizontal coordinates were scaled from a map and have
 DI6193.an estimated accuracy of +/- 6 seconds.
 DI6193
 DI6193.The orthometric height was determined by differential leveling and
 DI6193.adjusted by the NATIONAL GEODETIC SURVEY
 DI6193.in July 2007.
 DI6193
 DI6193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6193.GEOID18 height accuracy estimate available here.
 DI6193
 DI6193.Click photographs - Photos may exist for this station.
 DI6193
 DI6193.The dynamic height is computed by dividing the NAVD 88
 DI6193.geopotential number by the normal gravity value computed on the
 DI6193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6193.degrees latitude (g = 980.6199 gals.).
 DI6193
 DI6193.The modeled gravity was interpolated from observed gravity values.
 DI6193
 DI6193;                    North         East    Units  Estimated Accuracy
 DI6193;SPC MI S     -   128,520.    4,066,730.      MT  (+/- 180 meters Scaled)
 DI6193
 DI6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH907255(NAD 83)
 DI6193
 DI6193                          SUPERSEDED SURVEY CONTROL
 DI6193
 DI6193.No superseded survey control is available for this station.
 DI6193
 DI6193_MARKER: DD = SURVEY DISK
 DI6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6193_STAMPING: 63647 2006
 DI6193_MARK LOGO: MIDT
 DI6193_PROJECTION: FLUSH
 DI6193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6193+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 DI6193
 DI6193  HISTORY     - Date     Condition        Report By
 DI6193  HISTORY     - 20060609 MONUMENTED       MIDT
 DI6193
 DI6193                          STATION DESCRIPTION
 DI6193
 DI6193'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6193'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTH OF WHITE
 DI6193'LAKE, 5.4 MILES (8.69 KILOMETERS) NORTHWEST OF COMMERCE, AND 4.8 MILES
 DI6193'(7.72 KILOMETERS) NORTHEAST OF MILFORD, IN THE NORTHWEST QUADRANT OF
 DI6193'THE INTERSECTION OF STATE HIGHWAY M-59 (HIGHLAND ROAD) WITH ORMOND
 DI6193'ROAD.
 DI6193'
 DI6193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6193'ROAD) WITH ELIZABETH ROAD, GO WEST ON STATE HIGHWAY M-59 (HIGHLAND
 DI6193'ROAD) 2.6 MILES (4.18 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6193'
 DI6193'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6193'DISK STAMPED 63647 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6193'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 25.6 METERS (84.0
 DI6193'FEET) WEST OF THE CENTERLINE OF ORMOND ROAD, 21.4 METERS (70.3 FEET)
 DI6193'SOUTHWEST OF A POWER POLE, 18.5 METERS (60.6 FEET) EAST OF THE CENTER
 DI6193'OF THE EASTERLY MOST DRIVE FOR A BP GAS STATION, 3.9 METERS (12.7
 DI6193'FEET) NORTH OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS)
 DI6193'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6194 ***********************************************************************
 DI6194  DESIGNATION -  63648
 DI6194  PID         -  DI6194
 DI6194  STATE/COUNTY-  MI/OAKLAND
 DI6194  COUNTRY     -  US
 DI6194  USGS QUAD   -  HIGHLAND (2017)
 DI6194
 DI6194                         *CURRENT SURVEY CONTROL
 DI6194  ______________________________________________________________________
 DI6194* NAD 83(1986) POSITION- 42 38 57.     (N) 083 31 28.     (W)   SCALED
 DI6194* NAVD 88 ORTHO HEIGHT -   298.909 (meters)      980.67  (feet) ADJUSTED
 DI6194  ______________________________________________________________________
 DI6194  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 DI6194  DYNAMIC HEIGHT  -        298.821 (meters)      980.38  (feet) COMP
 DI6194  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 DI6194
 DI6194  VERT ORDER      -  SECOND    CLASS I
 DI6194
 DI6194.The horizontal coordinates were scaled from a map and have
 DI6194.an estimated accuracy of +/- 6 seconds.
 DI6194
 DI6194.The orthometric height was determined by differential leveling and
 DI6194.adjusted by the NATIONAL GEODETIC SURVEY
 DI6194.in July 2007.
 DI6194
 DI6194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6194.GEOID18 height accuracy estimate available here.
 DI6194
 DI6194.Click photographs - Photos may exist for this station.
 DI6194
 DI6194.The dynamic height is computed by dividing the NAVD 88
 DI6194.geopotential number by the normal gravity value computed on the
 DI6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6194.degrees latitude (g = 980.6199 gals.).
 DI6194
 DI6194.The modeled gravity was interpolated from observed gravity values.
 DI6194
 DI6194;                    North         East    Units  Estimated Accuracy
 DI6194;SPC MI S     -   127,990.    4,069,060.      MT  (+/- 180 meters Scaled)
 DI6194
 DI6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH930249(NAD 83)
 DI6194
 DI6194                          SUPERSEDED SURVEY CONTROL
 DI6194
 DI6194.No superseded survey control is available for this station.
 DI6194
 DI6194_MARKER: DD = SURVEY DISK
 DI6194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6194_STAMPING: 63648 2006
 DI6194_MARK LOGO: MIDT
 DI6194_PROJECTION: FLUSH
 DI6194_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6194+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 DI6194
 DI6194  HISTORY     - Date     Condition        Report By
 DI6194  HISTORY     - 20060609 MONUMENTED       MIDT
 DI6194
 DI6194                          STATION DESCRIPTION
 DI6194
 DI6194'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6194'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) SOUTHEAST OF WHITE
 DI6194'LAKE, 4.6 MILES (7.4 KILOMETERS) NORTHWEST OF UNION LAKE, AND 4.4
 DI6194'MILES (7.08 KILOMETERS) NORTH-NORTHWEST OF COMMERCE, IN THE NORTHEAST
 DI6194'QUADRANT OF THE INTERSECTION OF NORDIC DRIVE WITH STATE HIGHWAY M-59
 DI6194'(HIGHLAND ROAD).
 DI6194'
 DI6194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6194'ROAD) WITH ELIZABETH ROAD, GO WEST ON STATE HIGHWAY M-59 (HIGHLAND
 DI6194'ROAD) FOR 1.0 MILE (1.61 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6194'
 DI6194'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6194'DISK STAMPED 63648 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6194'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 26.5 METERS (86.8
 DI6194'FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND STATE HIGHWAY M-59
 DI6194'(HIGHLAND ROAD), 19.8 METERS (65.0 FEET) SOUTH OF THE CENTER OF THE
 DI6194'DRIVE FOR THE FIFTH THIRD BANK ADDRESS--6615--, 14.3 METERS (47.0
 DI6194'FEET) SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 8.0 METERS (26.3 FEET)
 DI6194'EAST OF THE CENTERLINE OF NORDIC DRIVE, AND 11 INCHES (28 CENTIMETERS)
 DI6194'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6195 ***********************************************************************
 DI6195  DESIGNATION -  63649
 DI6195  PID         -  DI6195
 DI6195  STATE/COUNTY-  MI/OAKLAND
 DI6195  COUNTRY     -  US
 DI6195  USGS QUAD   -  CLARKSTON (2017)
 DI6195
 DI6195                         *CURRENT SURVEY CONTROL
 DI6195  ______________________________________________________________________
 DI6195* NAD 83(2011) POSITION- 42 38 59.74761(N) 083 29 37.57830(W)   ADJUSTED
 DI6195* NAD 83(2011) ELLIP HT-   257.861 (meters)        (06/27/12)   ADJUSTED
 DI6195* NAD 83(2011) EPOCH   -  2010.00
 DI6195* NAVD 88 ORTHO HEIGHT -   291.768 (meters)      957.24  (feet) ADJUSTED
 DI6195  ______________________________________________________________________
 DI6195  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 DI6195  NAD 83(2011) X  -    532,401.616 (meters)                     COMP
 DI6195  NAD 83(2011) Y  - -4,668,317.202 (meters)                     COMP
 DI6195  NAD 83(2011) Z  -  4,299,153.966 (meters)                     COMP
 DI6195  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 DI6195  DYNAMIC HEIGHT  -        291.682 (meters)      956.96  (feet) COMP
 DI6195  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 DI6195
 DI6195  VERT ORDER      -  SECOND    CLASS I
 DI6195
 DI6195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6195  Standards:
 DI6195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6195  -------------------------------------------------------------------
 DI6195  NETWORK    0.29   0.43           0.13   0.10   0.22     -0.03167015
 DI6195  -------------------------------------------------------------------
 DI6195  Click here for local accuracies and other accuracy information.
 DI6195
 DI6195.The horizontal coordinates were established by GPS observations
 DI6195.and adjusted by the National Geodetic Survey in June 2012.
 DI6195
 DI6195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6195.been affixed to the stable North American tectonic plate. See 
 DI6195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6195
 DI6195.The horizontal coordinates are valid at the epoch date displayed above
 DI6195.which is a decimal equivalence of Year/Month/Day.
 DI6195
 DI6195.The orthometric height was determined by differential leveling and
 DI6195.adjusted by the NATIONAL GEODETIC SURVEY
 DI6195.in July 2007.
 DI6195
 DI6195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6195.GEOID18 height accuracy estimate available here.
 DI6195
 DI6195.Click photographs - Photos may exist for this station.
 DI6195
 DI6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6195
 DI6195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6195
 DI6195.The ellipsoidal height was determined by GPS observations
 DI6195.and is referenced to NAD 83.
 DI6195
 DI6195.The dynamic height is computed by dividing the NAVD 88
 DI6195.geopotential number by the normal gravity value computed on the
 DI6195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6195.degrees latitude (g = 980.6199 gals.).
 DI6195
 DI6195.The modeled gravity was interpolated from observed gravity values.
 DI6195
 DI6195. The following values were computed from the NAD 83(2011) position.
 DI6195
 DI6195;                    North         East     Units Scale Factor Converg.
 DI6195;SPC MI S     -   128,102.071 4,071,572.086   MT  0.99991525   +0 35 38.5
 DI6195;SPC MI S     -   420,282.39 13,358,176.14   iFT  0.99991525   +0 35 38.5
 DI6195;UTM  17      - 4,724,956.309   295,581.257   MT  1.00011413   -1 41 24.6
 DI6195
 DI6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6195!SPC MI S     -   0.99995956  x   0.99991525  =   0.99987481
 DI6195!UTM  17      -   0.99995956  x   1.00011413  =   1.00007369
 DI6195
 DI6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9558124956(NAD 83)
 DI6195
 DI6195                          SUPERSEDED SURVEY CONTROL
 DI6195
 DI6195  NAD 83(2007)-  42 38 59.74740(N)    083 29 37.57894(W) AD(2002.00) 1
 DI6195  ELLIP H (06/10/07)  257.876  (m)                       GP(2002.00) 4 1
 DI6195  NAVD 88             291.77   (m)          957.2    (f) LEVELING    3  
 DI6195
 DI6195.Superseded values are not recommended for survey control.
 DI6195
 DI6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6195.See file dsdata.pdf to determine how the superseded data were derived.
 DI6195
 DI6195_MARKER: DD = SURVEY DISK
 DI6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6195_STAMPING: 63649 2006
 DI6195_MARK LOGO: MIDT
 DI6195_PROJECTION: FLUSH
 DI6195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6195+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 DI6195
 DI6195  HISTORY     - Date     Condition        Report By
 DI6195  HISTORY     - 20060612 MONUMENTED       MIDT
 DI6195  HISTORY     - 20200623 GOOD             MIDT
 DI6195  HISTORY     - 20250614 GOOD             MIDT
 DI6195
 DI6195                          STATION DESCRIPTION
 DI6195
 DI6195'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6195'THE STATION IS LOCATED 4.2 MILES (6.76 KILOMETERS) SOUTHEAST OF WHITE
 DI6195'LAKE, 3.4 MILES (5.47 KILOMETERS) NORTHWEST OF UNION LAKE, AND 6.8
 DI6195'MILES (10.94 KILOMETERS) NORTHEAST OF MILFORD, IN THE NORTHWEST
 DI6195'QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-59 (HIGHLAND ROAD)
 DI6195'WITH TEGGERDINE ROAD.
 DI6195'
 DI6195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6195'ROAD) WITH ELIZABETH ROAD, GO EAST ON STATE HIGHWAY M-59 (HIGHLAND
 DI6195'ROAD) FOR 0.6 MILES (0.97 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6195'
 DI6195'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6195'DISK STAMPED 63649 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6195'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 31.7 METERS
 DI6195'(104.0 FEET) WEST OF THE CENTERLINE OF TEGGERDINE ROAD, 19.3 METERS
 DI6195'(63.4 FEET) EAST OF THE CENTERLINE OF THE DRIVE TO A BP GAS
 DI6195'STATION--ADDRESS 10580--, 6.4 METERS (20.9  FEET) NORTH OF THE BACK OF
 DI6195'A CURB, 1.0 METER (3.4 FEET) NORTH OF THE NORTH EDGE OF A WALK, AND 11
 DI6195'INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
 DI6195
 DI6195                          STATION RECOVERY (2020)
 DI6195
 DI6195'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6195'RECOVERED IN GOOD CONDITION.
 DI6195
 DI6195                          STATION RECOVERY (2025)
 DI6195
 DI6195'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6196 ***********************************************************************
 DI6196  DESIGNATION -  63650
 DI6196  PID         -  DI6196
 DI6196  STATE/COUNTY-  MI/OAKLAND
 DI6196  COUNTRY     -  US
 DI6196  USGS QUAD   -  CLARKSTON (2017)
 DI6196
 DI6196                         *CURRENT SURVEY CONTROL
 DI6196  ______________________________________________________________________
 DI6196* NAD 83(1986) POSITION- 42 39 26.     (N) 083 27 57.     (W)   SCALED
 DI6196* NAVD 88 ORTHO HEIGHT -   297.187 (meters)      975.02  (feet) ADJUSTED
 DI6196  ______________________________________________________________________
 DI6196  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 DI6196  DYNAMIC HEIGHT  -        297.099 (meters)      974.73  (feet) COMP
 DI6196  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 DI6196
 DI6196  VERT ORDER      -  SECOND    CLASS I
 DI6196
 DI6196.The horizontal coordinates were scaled from a map and have
 DI6196.an estimated accuracy of +/- 6 seconds.
 DI6196
 DI6196.The orthometric height was determined by differential leveling and
 DI6196.adjusted by the NATIONAL GEODETIC SURVEY
 DI6196.in July 2007.
 DI6196
 DI6196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6196.GEOID18 height accuracy estimate available here.
 DI6196
 DI6196.Click photographs - Photos may exist for this station.
 DI6196
 DI6196.The dynamic height is computed by dividing the NAVD 88
 DI6196.geopotential number by the normal gravity value computed on the
 DI6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6196.degrees latitude (g = 980.6199 gals.).
 DI6196
 DI6196.The modeled gravity was interpolated from observed gravity values.
 DI6196
 DI6196;                    North         East    Units  Estimated Accuracy
 DI6196;SPC MI S     -   128,940.    4,073,850.      MT  (+/- 180 meters Scaled)
 DI6196
 DI6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH978256(NAD 83)
 DI6196
 DI6196                          SUPERSEDED SURVEY CONTROL
 DI6196
 DI6196.No superseded survey control is available for this station.
 DI6196
 DI6196_MARKER: DD = SURVEY DISK
 DI6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6196_STAMPING: 63650 2006
 DI6196_MARK LOGO: MIDT
 DI6196_PROJECTION: FLUSH
 DI6196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6196+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DI6196
 DI6196  HISTORY     - Date     Condition        Report By
 DI6196  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6196
 DI6196                          STATION DESCRIPTION
 DI6196
 DI6196'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6196'THE STATION IS LOCATED 3.1 MILES (4.99 KILOMETERS) NORTH-NORTHWEST OF
 DI6196'UNION LAKE, 4.8 MILES (7.72 KILOMETERS) NORTH-NORTHEAST OF COMMERCE,
 DI6196'AND 5.1 MILES (8.21 KILOMETERS) SOUTHEAST OF WHITE LAKE, LOCATED NORTH
 DI6196'OF STATE HIGHWAY M-59 (HIGHLAND ROAD) AND BETWEEN FISK ROAD AND
 DI6196'EXTENDED SUNNYBEACH BLVD.
 DI6196'
 DI6196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6196'ROAD) WITH PONTIAC LAKE ROAD, GO WEST ON STATE HIGHWAY M-59 (HIGHLAND
 DI6196'ROAD) FOR 0.9 MILES (1.45 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6196'
 DI6196'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6196'DISK STAMPED 63650 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6196'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 32.6 METERS
 DI6196'(106.8 FEET) EAST OF THE CENTER OF THE DRIVE FOR THE WHITE LAKE MARKET
 DI6196'PLACE, 14.4 METERS (47.2 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE
 DI6196'ENTRANCE--9125--, 3.8 METERS (12.6 FEET) NORTH OF THE BACK OF A CURB,
 DI6196'1.1 METERS (3.6 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SIGN
 DI6196'BASE FOR THE WHITE LAKE MARKET PLACE, AND 11 INCHES (28 CENTIMETERS)
 DI6196'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6197 ***********************************************************************
 DI6197  DESIGNATION -  63651
 DI6197  PID         -  DI6197
 DI6197  STATE/COUNTY-  MI/OAKLAND
 DI6197  COUNTRY     -  US
 DI6197  USGS QUAD   -  CLARKSTON (2017)
 DI6197
 DI6197                         *CURRENT SURVEY CONTROL
 DI6197  ______________________________________________________________________
 DI6197* NAD 83(1986) POSITION- 42 39 38.     (N) 083 26 28.     (W)   SCALED
 DI6197* NAVD 88 ORTHO HEIGHT -   294.141 (meters)      965.03  (feet) ADJUSTED
 DI6197  ______________________________________________________________________
 DI6197  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 DI6197  DYNAMIC HEIGHT  -        294.053 (meters)      964.74  (feet) COMP
 DI6197  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 DI6197
 DI6197  VERT ORDER      -  SECOND    CLASS I
 DI6197
 DI6197.The horizontal coordinates were scaled from a map and have
 DI6197.an estimated accuracy of +/- 6 seconds.
 DI6197
 DI6197.The orthometric height was determined by differential leveling and
 DI6197.adjusted by the NATIONAL GEODETIC SURVEY
 DI6197.in July 2007.
 DI6197
 DI6197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6197.GEOID18 height accuracy estimate available here.
 DI6197
 DI6197.Click photographs - Photos may exist for this station.
 DI6197
 DI6197.The dynamic height is computed by dividing the NAVD 88
 DI6197.geopotential number by the normal gravity value computed on the
 DI6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6197.degrees latitude (g = 980.6199 gals.).
 DI6197
 DI6197.The modeled gravity was interpolated from observed gravity values.
 DI6197
 DI6197;                    North         East    Units  Estimated Accuracy
 DI6197;SPC MI S     -   129,330.    4,075,880.      MT  (+/- 180 meters Scaled)
 DI6197
 DI6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH999260(NAD 83)
 DI6197
 DI6197                          SUPERSEDED SURVEY CONTROL
 DI6197
 DI6197.No superseded survey control is available for this station.
 DI6197
 DI6197_MARKER: DD = SURVEY DISK
 DI6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6197_STAMPING: 63651 2006
 DI6197_MARK LOGO: MIDT
 DI6197_PROJECTION: FLUSH
 DI6197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6197+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DI6197
 DI6197  HISTORY     - Date     Condition        Report By
 DI6197  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6197
 DI6197                          STATION DESCRIPTION
 DI6197
 DI6197'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6197'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) NORTH-NORTHEAST OF
 DI6197'UNION LAKE, 3.4 MILES (5.47 KILOMETERS) SOUTHWEST OF DRAYTON PLAINS,
 DI6197'AND 3.3 MILES (5.31 KILOMETERS) SOUTHWEST OF WATERFORD, IN THE
 DI6197'NORTHEAST QUADRANT OF THE INTERSECTION OF NORTH WILLIAMS LAKE ROAD
 DI6197'WITH STATE HIGHWAY M-59 (HIGHLAND ROAD).
 DI6197'
 DI6197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6197'ROAD) WITH PONTIAC LAKE ROAD, GO EAST ON STATE HIGHWAY M-59 (HIGHLAND
 DI6197'ROAD) FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6197'
 DI6197'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6197'DISK STAMPED 63651 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6197'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 32.0 METERS
 DI6197'(105.0 FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY M-59 (HIGHLAND
 DI6197'ROAD), 17.7 METERS (58.2 FEET) NORTHWEST OF A UTILITY POLE, 2.8 METERS
 DI6197'(9.1 FEET) EAST OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS)
 DI6197'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6198 ***********************************************************************
 DI6198  DESIGNATION -  63652
 DI6198  PID         -  DI6198
 DI6198  STATE/COUNTY-  MI/OAKLAND
 DI6198  COUNTRY     -  US
 DI6198  USGS QUAD   -  CLARKSTON (2017)
 DI6198
 DI6198                         *CURRENT SURVEY CONTROL
 DI6198  ______________________________________________________________________
 DI6198* NAD 83(1986) POSITION- 42 39 35.     (N) 083 24 22.     (W)   SCALED
 DI6198* NAVD 88 ORTHO HEIGHT -   294.630 (meters)      966.63  (feet) ADJUSTED
 DI6198  ______________________________________________________________________
 DI6198  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 DI6198  DYNAMIC HEIGHT  -        294.542 (meters)      966.34  (feet) COMP
 DI6198  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 DI6198
 DI6198  VERT ORDER      -  SECOND    CLASS I
 DI6198
 DI6198.The horizontal coordinates were scaled from a map and have
 DI6198.an estimated accuracy of +/- 6 seconds.
 DI6198
 DI6198.The orthometric height was determined by differential leveling and
 DI6198.adjusted by the NATIONAL GEODETIC SURVEY
 DI6198.in July 2007.
 DI6198
 DI6198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6198.GEOID18 height accuracy estimate available here.
 DI6198
 DI6198.Click photographs - Photos may exist for this station.
 DI6198
 DI6198.The dynamic height is computed by dividing the NAVD 88
 DI6198.geopotential number by the normal gravity value computed on the
 DI6198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6198.degrees latitude (g = 980.6199 gals.).
 DI6198
 DI6198.The modeled gravity was interpolated from observed gravity values.
 DI6198
 DI6198;                    North         East    Units  Estimated Accuracy
 DI6198;SPC MI S     -   129,270.    4,078,750.      MT  (+/- 180 meters Scaled)
 DI6198
 DI6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027258(NAD 83)
 DI6198
 DI6198                          SUPERSEDED SURVEY CONTROL
 DI6198
 DI6198.No superseded survey control is available for this station.
 DI6198
 DI6198_MARKER: DD = SURVEY DISK
 DI6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6198_STAMPING: 63652 2006
 DI6198_MARK LOGO: MIDT
 DI6198_PROJECTION: FLUSH
 DI6198_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6198+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2013
 DI6198
 DI6198  HISTORY     - Date     Condition        Report By
 DI6198  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6198  HISTORY     - 20130226 GOOD             SPALD
 DI6198
 DI6198                          STATION DESCRIPTION
 DI6198
 DI6198'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6198'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) SOUTH OF WATERFORD,
 DI6198'2.2 MILES (3.54 KILOMETERS) SOUTHWEST OF DRAYTON PLAINS, AND 3.7 MILES
 DI6198'(5.95 KILOMETERS) NORTHEAST OF UNION LAKE, IN THE NORTHWEST QUADRANT
 DI6198'OF THE INTERSECTION OF STATE HIGHWAY M-59 (HIGHLAND ROAD) WITH AIRPORT
 DI6198'ROAD.
 DI6198'
 DI6198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-59 (HIGHLAND
 DI6198'ROAD) WITH AIRPORT ROAD, GO WEST ON STATE HIGHWAY M-59 (HIGHLAND ROAD)
 DI6198'33.8 METERS (111.0 FEET) TO THE STATION ON THE RIGHT.
 DI6198'
 DI6198'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6198'DISK STAMPED 63652 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6198'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 79.2 METERS
 DI6198'(260.0 FEET) EAST OF THE EXTENDED DRIVE FOR TAPATIO MEXICAN GRILL
 DI6198'ADDRESS --6025--, 33.8 METERS (111.0 FEET) WEST OF THE CENTERLINE OF
 DI6198'AIRPORT ROAD, 12.1 METERS (39.8 FEET) EAST OF A POWER POLE, 2.6 METERS
 DI6198'(8.6 FEET) NORTH OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS)
 DI6198'SOUTH OF A CARSONITE WITNESS POST.
 DI6198
 DI6198                          STATION RECOVERY (2013)
 DI6198
 DI6198'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6199 ***********************************************************************
 DI6199  DESIGNATION -  63653
 DI6199  PID         -  DI6199
 DI6199  STATE/COUNTY-  MI/OAKLAND
 DI6199  COUNTRY     -  US
 DI6199  USGS QUAD   -  CLARKSTON (2017)
 DI6199
 DI6199                         *CURRENT SURVEY CONTROL
 DI6199  ______________________________________________________________________
 DI6199* NAD 83(1986) POSITION- 42 40 56.     (N) 083 24 26.     (W)   SCALED
 DI6199* NAVD 88 ORTHO HEIGHT -   299.588 (meters)      982.90  (feet) ADJUSTED
 DI6199  ______________________________________________________________________
 DI6199  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 DI6199  DYNAMIC HEIGHT  -        299.498 (meters)      982.60  (feet) COMP
 DI6199  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 DI6199
 DI6199  VERT ORDER      -  SECOND    CLASS I
 DI6199
 DI6199.The horizontal coordinates were scaled from a map and have
 DI6199.an estimated accuracy of +/- 6 seconds.
 DI6199
 DI6199.The orthometric height was determined by differential leveling and
 DI6199.adjusted by the NATIONAL GEODETIC SURVEY
 DI6199.in July 2007.
 DI6199
 DI6199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6199.GEOID18 height accuracy estimate available here.
 DI6199
 DI6199.Click photographs - Photos may exist for this station.
 DI6199
 DI6199.The dynamic height is computed by dividing the NAVD 88
 DI6199.geopotential number by the normal gravity value computed on the
 DI6199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6199.degrees latitude (g = 980.6199 gals.).
 DI6199
 DI6199.The modeled gravity was interpolated from observed gravity values.
 DI6199
 DI6199;                    North         East    Units  Estimated Accuracy
 DI6199;SPC MI S     -   131,770.    4,078,630.      MT  (+/- 180 meters Scaled)
 DI6199
 DI6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027283(NAD 83)
 DI6199
 DI6199                          SUPERSEDED SURVEY CONTROL
 DI6199
 DI6199.No superseded survey control is available for this station.
 DI6199
 DI6199_MARKER: DD = SURVEY DISK
 DI6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6199_STAMPING: 63653 2006
 DI6199_MARK LOGO: MIDT
 DI6199_PROJECTION: FLUSH
 DI6199_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6199+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 DI6199
 DI6199  HISTORY     - Date     Condition        Report By
 DI6199  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6199  HISTORY     - 20250614 GOOD             MIDT
 DI6199
 DI6199                          STATION DESCRIPTION
 DI6199
 DI6199'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6199'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) WEST OF DRAYTON
 DI6199'PLAINS, 1.4 MILES (2.25 KILOMETERS) SOUTH-SOUTHWEST OF WATERFORD, AND
 DI6199'3.7 MILES (5.95 KILOMETERS) SOUTH-SOUTHEAST OF CLARKSTON, LOCATED WEST
 DI6199'OF AIRPORT ROAD AND BETWEEN MONROVIA DRIVE AND WILSON DRIVE.
 DI6199'
 DI6199'TO REACH THE STATION FROM THE JUNCTION OF AIRPORT ROAD WITH STATE
 DI6199'HIGHWAY M-59 (HIGHLAND ROAD), GO NORTH ON AIRPORT ROAD FOR 1.6 MILES
 DI6199'(2.57 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6199'
 DI6199'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6199'DISK STAMPED 63653 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6199'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 16.2 METERS (53.2
 DI6199'FEET) NORTH OF THE CENTERLINE OF WILSON DRIVE, 9.4 METERS (31.0 FEET)
 DI6199'WEST OF THE CENTERLINE OF AIRPORT ROAD, 1.9 METERS (6.3 FEET) EAST OF
 DI6199'THE EDGE OF A WALK, 0.3 METERS (1.0 FEET) NORTH OF THE EXTENDED CENTER
 DI6199'OF PRIVATE ENTRANCE--3036--, AND 11 INCHES (28 CENTIMETERS) SOUTHEAST
 DI6199'OF A CARSONITE WITNESS POST.
 DI6199
 DI6199                          STATION RECOVERY (2025)
 DI6199
 DI6199'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6389 ***********************************************************************
 DI6389  DESIGNATION -  63654
 DI6389  PID         -  DI6389
 DI6389  STATE/COUNTY-  MI/OAKLAND
 DI6389  COUNTRY     -  US
 DI6389  USGS QUAD   -  CLARKSTON (2017)
 DI6389
 DI6389                         *CURRENT SURVEY CONTROL
 DI6389  ______________________________________________________________________
 DI6389* NAD 83(1986) POSITION- 42 41 22.     (N) 083 23 20.     (W)   SCALED
 DI6389* NAVD 88 ORTHO HEIGHT -   294.242 (meters)      965.36  (feet) ADJUSTED
 DI6389  ______________________________________________________________________
 DI6389  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 DI6389  DYNAMIC HEIGHT  -        294.153 (meters)      965.07  (feet) COMP
 DI6389  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 DI6389
 DI6389  VERT ORDER      -  SECOND    CLASS I
 DI6389
 DI6389.The horizontal coordinates were scaled from a map and have
 DI6389.an estimated accuracy of +/- 6 seconds.
 DI6389
 DI6389.The orthometric height was determined by differential leveling and
 DI6389.adjusted by the NATIONAL GEODETIC SURVEY
 DI6389.in July 2007.
 DI6389
 DI6389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6389.GEOID18 height accuracy estimate available here.
 DI6389
 DI6389.Click photographs - Photos may exist for this station.
 DI6389
 DI6389.The dynamic height is computed by dividing the NAVD 88
 DI6389.geopotential number by the normal gravity value computed on the
 DI6389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6389.degrees latitude (g = 980.6199 gals.).
 DI6389
 DI6389.The modeled gravity was interpolated from observed gravity values.
 DI6389
 DI6389;                    North         East    Units  Estimated Accuracy
 DI6389;SPC MI S     -   132,590.    4,080,120.      MT  (+/- 180 meters Scaled)
 DI6389
 DI6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH043290(NAD 83)
 DI6389
 DI6389                          SUPERSEDED SURVEY CONTROL
 DI6389
 DI6389.No superseded survey control is available for this station.
 DI6389
 DI6389_MARKER: DD = SURVEY DISK
 DI6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6389_STAMPING: 63654 2006
 DI6389_MARK LOGO: MIDT
 DI6389_PROJECTION: FLUSH
 DI6389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6389+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6389
 DI6389  HISTORY     - Date     Condition        Report By
 DI6389  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6389
 DI6389                          STATION DESCRIPTION
 DI6389
 DI6389'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6389'THE STATION IS LOCATED 0.7 MILES (1.13 KILOMETERS) NORTHWEST OF
 DI6389'DRAYTON PLAINS, 1.1 MILES (1.77 KILOMETERS) SOUTHEAST OF WATERFORD,
 DI6389'AND 3.6 MILES (5.79 KILOMETERS) SOUTHEAST OF CLARKSTON, IN THE
 DI6389'NORTHWEST QUADRANT OF THE INTERSECTION OF HATFIELD DRIVE WITH WILLIAMS
 DI6389'LAKE ROAD.
 DI6389'
 DI6389'TO REACH THE STATION FROM THE JUNCTION OF WILLIAMS LAKE ROAD WITH
 DI6389'DIXIE HIGHWAY, GO WEST ON WILLIAMS LAKE ROAD FOR 0.2 MILES (0.32
 DI6389'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6389'
 DI6389'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6389'DISK STAMPED 63654 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6389'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 57.9 METERS
 DI6389'(190.0 FEET) WEST OF THE CENTERLINE OF HATFIELD DRIVE, ACROSS THE ROAD
 DI6389'FROM ADDRESS -5105-, 17.3 METERS (56.9 FEET) EAST-NORTHEAST OF A POWER
 DI6389'POLE, 10.8 METERS (35.5 FEET) NORTH OF THE CENTERLINE OF WILLIAMS LAKE
 DI6389'ROAD, 1.0 METERS (3.2 FEET) SOUTH OF A FENCE, AND 11 INCHES (28
 DI6389'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6200 ***********************************************************************
 DI6200  DESIGNATION -  63655
 DI6200  PID         -  DI6200
 DI6200  STATE/COUNTY-  MI/OAKLAND
 DI6200  COUNTRY     -  US
 DI6200  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6200
 DI6200                         *CURRENT SURVEY CONTROL
 DI6200  ______________________________________________________________________
 DI6200* NAD 83(1986) POSITION- 42 41 25.     (N) 083 21 30.     (W)   SCALED
 DI6200* NAVD 88 ORTHO HEIGHT -   296.575 (meters)      973.01  (feet) ADJUSTED
 DI6200  ______________________________________________________________________
 DI6200  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 DI6200  DYNAMIC HEIGHT  -        296.485 (meters)      972.72  (feet) COMP
 DI6200  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 DI6200
 DI6200  VERT ORDER      -  SECOND    CLASS I
 DI6200
 DI6200.The horizontal coordinates were scaled from a map and have
 DI6200.an estimated accuracy of +/- 6 seconds.
 DI6200
 DI6200.The orthometric height was determined by differential leveling and
 DI6200.adjusted by the NATIONAL GEODETIC SURVEY
 DI6200.in July 2007.
 DI6200
 DI6200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6200.GEOID18 height accuracy estimate available here.
 DI6200
 DI6200.Click photographs - Photos may exist for this station.
 DI6200
 DI6200.The dynamic height is computed by dividing the NAVD 88
 DI6200.geopotential number by the normal gravity value computed on the
 DI6200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6200.degrees latitude (g = 980.6199 gals.).
 DI6200
 DI6200.The modeled gravity was interpolated from observed gravity values.
 DI6200
 DI6200;                    North         East    Units  Estimated Accuracy
 DI6200;SPC MI S     -   132,710.    4,082,620.      MT  (+/- 180 meters Scaled)
 DI6200
 DI6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH068291(NAD 83)
 DI6200
 DI6200                          SUPERSEDED SURVEY CONTROL
 DI6200
 DI6200.No superseded survey control is available for this station.
 DI6200
 DI6200_MARKER: DD = SURVEY DISK
 DI6200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6200_STAMPING: 63655 2006
 DI6200_MARK LOGO: MIDT
 DI6200_PROJECTION: FLUSH
 DI6200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6200+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6200
 DI6200  HISTORY     - Date     Condition        Report By
 DI6200  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6200
 DI6200                          STATION DESCRIPTION
 DI6200
 DI6200'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6200'THE STATION IS LOCATED 1.0 MILES (1.61 KILOMETERS) NORTHEAST OF
 DI6200'DRAYTON PLAINS, 2.4 MILES (3.86 KILOMETERS) SOUTHEAST OF WATERFORD,
 DI6200'AND 5.7 MILES (9.17 KILOMETERS) NORTH-NORTHWEST OF KEEGO HARBOR, IN
 DI6200'THE NORTHWEST QUADRANT OF THE INTERSECTION OF WEST WALTON BOULEVARD
 DI6200'WITH EXTENDED PLAINS DRIVE.
 DI6200'
 DI6200'TO REACH THE STATION FROM THE JUNCTION OF WEST WALTON BOULEVARD WITH
 DI6200'SASHABAW ROAD, GO EAST ON WEST WALTON BOULEVARD FOR 0.8 MILES (1.29
 DI6200'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6200'
 DI6200'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6200'DISK STAMPED 63655 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6200'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6200'(150.0 FEET) WEST OF THE EXTENDED CENTERLINE OF PLAINS DRIVE, 16.4
 DI6200'METERS (53.7 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DI6200'HOUSE--3484--, 4.1 METERS (13.5 FEET) SOUTH OF THE SOUTH EDGE OF A
 DI6200'WALK, 2.9 METERS (9.6 FEET) NORTH OF THE BACK OF A CURB, 2.7 METERS
 DI6200'(9.0 FEET) SOUTHEAST OF THE TOP OF A FIRE HYDRANT, AND 11 INCHES (28
 DI6200'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6370 ***********************************************************************
 DI6370  DESIGNATION -  63656
 DI6370  PID         -  DI6370
 DI6370  STATE/COUNTY-  MI/OAKLAND
 DI6370  COUNTRY     -  US
 DI6370  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6370
 DI6370                         *CURRENT SURVEY CONTROL
 DI6370  ______________________________________________________________________
 DI6370* NAD 83(2011) POSITION- 42 40 44.94424(N) 083 20 00.42905(W)   ADJUSTED
 DI6370* NAD 83(2011) ELLIP HT-   260.193 (meters)        (06/27/12)   ADJUSTED
 DI6370* NAD 83(2011) EPOCH   -  2010.00
 DI6370* NAVD 88 ORTHO HEIGHT -   294.471 (meters)      966.11  (feet) ADJUSTED
 DI6370  ______________________________________________________________________
 DI6370  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 DI6370  NAD 83(2011) X  -    545,206.729 (meters)                     COMP
 DI6370  NAD 83(2011) Y  - -4,664,625.821 (meters)                     COMP
 DI6370  NAD 83(2011) Z  -  4,301,542.598 (meters)                     COMP
 DI6370  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 DI6370  DYNAMIC HEIGHT  -        294.381 (meters)      965.82  (feet) COMP
 DI6370  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 DI6370
 DI6370  VERT ORDER      -  SECOND    CLASS I
 DI6370
 DI6370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6370  Standards:
 DI6370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6370  -------------------------------------------------------------------
 DI6370  NETWORK    0.26   0.45           0.12   0.09   0.23      0.00205185
 DI6370  -------------------------------------------------------------------
 DI6370  Click here for local accuracies and other accuracy information.
 DI6370
 DI6370.The horizontal coordinates were established by GPS observations
 DI6370.and adjusted by the National Geodetic Survey in June 2012.
 DI6370
 DI6370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6370.been affixed to the stable North American tectonic plate. See 
 DI6370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6370
 DI6370.The horizontal coordinates are valid at the epoch date displayed above
 DI6370.which is a decimal equivalence of Year/Month/Day.
 DI6370
 DI6370.The orthometric height was determined by differential leveling and
 DI6370.adjusted by the NATIONAL GEODETIC SURVEY
 DI6370.in July 2007.
 DI6370
 DI6370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6370.GEOID18 height accuracy estimate available here.
 DI6370
 DI6370.Click photographs - Photos may exist for this station.
 DI6370
 DI6370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6370
 DI6370.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6370
 DI6370.The ellipsoidal height was determined by GPS observations
 DI6370.and is referenced to NAD 83.
 DI6370
 DI6370.The dynamic height is computed by dividing the NAVD 88
 DI6370.geopotential number by the normal gravity value computed on the
 DI6370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6370.degrees latitude (g = 980.6199 gals.).
 DI6370
 DI6370.The modeled gravity was interpolated from observed gravity values.
 DI6370
 DI6370. The following values were computed from the NAD 83(2011) position.
 DI6370
 DI6370;                    North         East     Units Scale Factor Converg.
 DI6370;SPC MI S     -   131,496.432 4,084,676.850   MT  0.99991330   +0 42 11.3
 DI6370;SPC MI S     -   431,418.74 13,401,170.77   iFT  0.99991330   +0 42 11.3
 DI6370;UTM  17      - 4,727,826.002   308,813.140   MT  1.00004972   -1 34 56.3
 DI6370
 DI6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6370!SPC MI S     -   0.99995920  x   0.99991330  =   0.99987250
 DI6370!UTM  17      -   0.99995920  x   1.00004972  =   1.00000891
 DI6370
 DI6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0881327826(NAD 83)
 DI6370
 DI6370                          SUPERSEDED SURVEY CONTROL
 DI6370
 DI6370  NAD 83(2007)-  42 40 44.94419(N)    083 20 00.42992(W) AD(2002.00) 1
 DI6370  ELLIP H (06/10/07)  260.205  (m)                       GP(2002.00) 4 1
 DI6370  NAVD 88             294.47   (m)          966.1    (f) LEVELING    3  
 DI6370
 DI6370.Superseded values are not recommended for survey control.
 DI6370
 DI6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6370.See file dsdata.pdf to determine how the superseded data were derived.
 DI6370
 DI6370_MARKER: DD = SURVEY DISK
 DI6370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6370_STAMPING: 63656 2006
 DI6370_MARK LOGO: MIDT
 DI6370_PROJECTION: FLUSH
 DI6370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6370+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 DI6370
 DI6370  HISTORY     - Date     Condition        Report By
 DI6370  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6370  HISTORY     - 20200527 GOOD             APSC
 DI6370  HISTORY     - 20200824 GOOD             MIDT
 DI6370
 DI6370                          STATION DESCRIPTION
 DI6370
 DI6370'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6370'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) EAST-SOUTHEAST OF
 DI6370'DRAYTON PLAINS, 3.9 MILES (6.28 KILOMETERS) SOUTHEAST OF WATERFORD,
 DI6370'AND 5.4 MILES (8.69 KILOMETERS) NORTHWEST OF AUBURN HILLS, IN THE
 DI6370'SOUTHEAST QUADRANT OF THE INTERSECTION OF WEST WALTON BOULEVARD WITH
 DI6370'SILVER LAKE ROAD.
 DI6370'
 DI6370'TO REACH THE STATION FROM THE JUNCTION OF WEST WALTON BLVD WITH SILVER
 DI6370'LAKE ROAD, GO EAST ON WEST WALTON BOULEVARD FOR 39.9 METERS (131.0
 DI6370'FEET) TO THE STATION ON THE RIGHT.
 DI6370'
 DI6370'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6370'DISK STAMPED 63656 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6370'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 39.9 METERS
 DI6370'(131.0 FEET) EAST OF THE CENTERLINE OF SILVER LAKE ROAD, 36.9 METERS
 DI6370'(121.0 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--2294--,
 DI6370'14.7 METERS (48.1 FEET) EAST-NORTHEAST OF A POWER POLE, 1.6 METERS
 DI6370'(5.4 FEET) SOUTH OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS)
 DI6370'NORTH OF A CARSONITE WITNESS POST.
 DI6370
 DI6370                          STATION RECOVERY (2020)
 DI6370
 DI6370'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DI6370'THE CARSONITE WITNESS POST IS GONE.
 DI6370
 DI6370                          STATION RECOVERY (2020)
 DI6370
 DI6370'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6370'TREE COVER MAKES POINT UNSUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6201 ***********************************************************************
 DI6201  DESIGNATION -  63657
 DI6201  PID         -  DI6201
 DI6201  STATE/COUNTY-  MI/OAKLAND
 DI6201  COUNTRY     -  US
 DI6201  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6201
 DI6201                         *CURRENT SURVEY CONTROL
 DI6201  ______________________________________________________________________
 DI6201* NAD 83(1986) POSITION- 42 40 37.     (N) 083 18 19.     (W)   SCALED
 DI6201* NAVD 88 ORTHO HEIGHT -   299.155 (meters)      981.48  (feet) ADJUSTED
 DI6201  ______________________________________________________________________
 DI6201  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 DI6201  DYNAMIC HEIGHT  -        299.064 (meters)      981.18  (feet) COMP
 DI6201  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 DI6201
 DI6201  VERT ORDER      -  SECOND    CLASS I
 DI6201
 DI6201.The horizontal coordinates were scaled from a map and have
 DI6201.an estimated accuracy of +/- 6 seconds.
 DI6201
 DI6201.The orthometric height was determined by differential leveling and
 DI6201.adjusted by the NATIONAL GEODETIC SURVEY
 DI6201.in July 2007.
 DI6201
 DI6201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6201.GEOID18 height accuracy estimate available here.
 DI6201
 DI6201.Click photographs - Photos may exist for this station.
 DI6201
 DI6201.The dynamic height is computed by dividing the NAVD 88
 DI6201.geopotential number by the normal gravity value computed on the
 DI6201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6201.degrees latitude (g = 980.6199 gals.).
 DI6201
 DI6201.The modeled gravity was interpolated from observed gravity values.
 DI6201
 DI6201;                    North         East    Units  Estimated Accuracy
 DI6201;SPC MI S     -   131,280.    4,086,990.      MT  (+/- 180 meters Scaled)
 DI6201
 DI6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH111275(NAD 83)
 DI6201
 DI6201                          SUPERSEDED SURVEY CONTROL
 DI6201
 DI6201.No superseded survey control is available for this station.
 DI6201
 DI6201_MARKER: DD = SURVEY DISK
 DI6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6201_STAMPING: 63657 2006
 DI6201_MARK LOGO: MIDT
 DI6201_PROJECTION: FLUSH
 DI6201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6201+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6201
 DI6201  HISTORY     - Date     Condition        Report By
 DI6201  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6201
 DI6201                          STATION DESCRIPTION
 DI6201
 DI6201'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6201'THE STATION IS LOCATED 5.3 MILES (8.53 KILOMETERS) NORTHEAST OF KEEGO
 DI6201'HARBOR, 4.1 MILES (6.6 KILOMETERS) NORTHWEST OF AUBURN HILLS, AND 3.7
 DI6201'MILES (5.95 KILOMETERS) EAST-SOUTHEAST OF DRAYTON PLAINS, LOCATED
 DI6201'NORTH OF WEST WALTON BOULEVARD AND BETWEEN CARLISLE STREET AND
 DI6201'HOLLYWOOD AVENUE.
 DI6201'
 DI6201'TO REACH THE STATION FROM THE JUNCTION OF WEST WALTON BOULEVARD WITH
 DI6201'BALDWIN AVENUE, GO WEST ON WEST WALTON BOULEVARD FOR 396.2 METERS
 DI6201'(1300.0 FEET) TO THE STATION ON THE RIGHT.
 DI6201'
 DI6201'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6201'DISK STAMPED 63657 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6201'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 396.2 METERS
 DI6201'(1300.0 FEET) WEST OF BALDWIN AVENUE, 14.1 METERS (46.1 FEET) WEST OF
 DI6201'THE CENTER OF THE WESTERLY MOST DRIVE FOR A CLARK GAS STATION, 8.7
 DI6201'METERS (28.7 FEET) EAST OF THE EXTENDED CENTER OF PRIVATE
 DI6201'ENTRANCE--130--, 2.8 METERS (9.2 FEET) NORTH OF THE BACK OF A CURB,
 DI6201'AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6202 ***********************************************************************
 DI6202  DESIGNATION -  63658
 DI6202  PID         -  DI6202
 DI6202  STATE/COUNTY-  MI/OAKLAND
 DI6202  COUNTRY     -  US
 DI6202  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6202
 DI6202                         *CURRENT SURVEY CONTROL
 DI6202  ______________________________________________________________________
 DI6202* NAD 83(1986) POSITION- 42 40 39.     (N) 083 16 29.     (W)   SCALED
 DI6202* NAVD 88 ORTHO HEIGHT -   291.531 (meters)      956.46  (feet) ADJUSTED
 DI6202  ______________________________________________________________________
 DI6202  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 DI6202  DYNAMIC HEIGHT  -        291.442 (meters)      956.17  (feet) COMP
 DI6202  MODELED GRAVITY -    980,308.1   (mgal)                       NAVD 88
 DI6202
 DI6202  VERT ORDER      -  SECOND    CLASS I
 DI6202
 DI6202.The horizontal coordinates were scaled from a map and have
 DI6202.an estimated accuracy of +/- 6 seconds.
 DI6202
 DI6202.The orthometric height was determined by differential leveling and
 DI6202.adjusted by the NATIONAL GEODETIC SURVEY
 DI6202.in July 2007.
 DI6202
 DI6202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6202.GEOID18 height accuracy estimate available here.
 DI6202
 DI6202.Click photographs - Photos may exist for this station.
 DI6202
 DI6202.The dynamic height is computed by dividing the NAVD 88
 DI6202.geopotential number by the normal gravity value computed on the
 DI6202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6202.degrees latitude (g = 980.6199 gals.).
 DI6202
 DI6202.The modeled gravity was interpolated from observed gravity values.
 DI6202
 DI6202;                    North         East    Units  Estimated Accuracy
 DI6202;SPC MI S     -   131,370.    4,089,490.      MT  (+/- 180 meters Scaled)
 DI6202
 DI6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH136275(NAD 83)
 DI6202
 DI6202                          SUPERSEDED SURVEY CONTROL
 DI6202
 DI6202.No superseded survey control is available for this station.
 DI6202
 DI6202_MARKER: DD = SURVEY DISK
 DI6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6202_STAMPING: 63658 2006
 DI6202_MARK LOGO: MIDT
 DI6202_PROJECTION: FLUSH
 DI6202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6202+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DI6202
 DI6202  HISTORY     - Date     Condition        Report By
 DI6202  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6202
 DI6202                          STATION DESCRIPTION
 DI6202
 DI6202'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6202'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) NORTHWEST OF AUBURN
 DI6202'HILLS, 5.3 MILES (8.53 KILOMETERS) EAST-SOUTHEAST OF DRAYTON PLAINS,
 DI6202'AND 6.1 MILES (9.82 KILOMETERS) NORTHEAST OF KEEGO HARBOR, LOCATED
 DI6202'NORTH OF EAST WALTON BOULEVARD AND BETWEEN STIRLING LAKES DRIVE AND
 DI6202'EXTENDED FULLER STREET.
 DI6202'
 DI6202'TO REACH THE STATION FROM THE JUNCTION OF EAST WALTON BOULEVARD WITH
 DI6202'BALDWIN AVENUE, GO EAST ON EAST WALTON BOULEVARD FOR 1.3 MILES (2.09
 DI6202'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6202'
 DI6202'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6202'DISK STAMPED 63658 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6202'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 106.7 METERS
 DI6202'(350.0 FEET) WEST OF STIRLING LAKES DRIVE, 23.7 METERS (77.8 FEET)
 DI6202'WEST OF THE CENTER OF PRIVATE ENTRANCE--753--, 1.2 M (4.0 FEET)
 DI6202'NORTHWEST OF THE CENTER OF A CATCH BASIN, 4.6 METERS (15.0 FEET) SOUTH
 DI6202'OF THE EDGE OF A WALK, 0.6 METERS (2.0 FEET) NORTH OF THE BACK OF A
 DI6202'CURB, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS
 DI6202'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6203 ***********************************************************************
 DI6203  DESIGNATION -  63659
 DI6203  PID         -  DI6203
 DI6203  STATE/COUNTY-  MI/OAKLAND
 DI6203  COUNTRY     -  US
 DI6203  USGS QUAD   -  ROCHESTER (2017)
 DI6203
 DI6203                         *CURRENT SURVEY CONTROL
 DI6203  ______________________________________________________________________
 DI6203* NAD 83(2011) POSITION- 42 40 43.17381(N) 083 14 44.87045(W)   ADJUSTED
 DI6203* NAD 83(2011) ELLIP HT-   263.464 (meters)        (06/27/12)   ADJUSTED
 DI6203* NAD 83(2011) EPOCH   -  2010.00
 DI6203* NAVD 88 ORTHO HEIGHT -   297.910 (meters)      977.39  (feet) ADJUSTED
 DI6203  ______________________________________________________________________
 DI6203  GEOID HEIGHT    -        -34.436 (meters)                     GEOID18
 DI6203  NAD 83(2011) X  -    552,347.004 (meters)                     COMP
 DI6203  NAD 83(2011) Y  - -4,663,825.432 (meters)                     COMP
 DI6203  NAD 83(2011) Z  -  4,301,504.651 (meters)                     COMP
 DI6203  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 DI6203  DYNAMIC HEIGHT  -        297.818 (meters)      977.09  (feet) COMP
 DI6203  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 DI6203
 DI6203  VERT ORDER      -  SECOND    CLASS I
 DI6203
 DI6203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6203  Standards:
 DI6203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6203  -------------------------------------------------------------------
 DI6203  NETWORK    0.30   0.59           0.14   0.10   0.30      0.04143563
 DI6203  -------------------------------------------------------------------
 DI6203  Click here for local accuracies and other accuracy information.
 DI6203
 DI6203.The horizontal coordinates were established by GPS observations
 DI6203.and adjusted by the National Geodetic Survey in June 2012.
 DI6203
 DI6203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6203.been affixed to the stable North American tectonic plate. See 
 DI6203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6203
 DI6203.The horizontal coordinates are valid at the epoch date displayed above
 DI6203.which is a decimal equivalence of Year/Month/Day.
 DI6203
 DI6203.The orthometric height was determined by differential leveling and
 DI6203.adjusted by the NATIONAL GEODETIC SURVEY
 DI6203.in July 2007.
 DI6203
 DI6203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6203.GEOID18 height accuracy estimate available here.
 DI6203
 DI6203.Click photographs - Photos may exist for this station.
 DI6203
 DI6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6203
 DI6203.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6203
 DI6203.The ellipsoidal height was determined by GPS observations
 DI6203.and is referenced to NAD 83.
 DI6203
 DI6203.The dynamic height is computed by dividing the NAVD 88
 DI6203.geopotential number by the normal gravity value computed on the
 DI6203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6203.degrees latitude (g = 980.6199 gals.).
 DI6203
 DI6203.The modeled gravity was interpolated from observed gravity values.
 DI6203
 DI6203. The following values were computed from the NAD 83(2011) position.
 DI6203
 DI6203;                    North         East     Units Scale Factor Converg.
 DI6203;SPC MI S     -   131,533.709 4,091,860.930   MT  0.99991333   +0 45 46.0
 DI6203;SPC MI S     -   431,541.04 13,424,740.58   iFT  0.99991333   +0 45 46.0
 DI6203;UTM  17      - 4,727,576.724   315,993.852   MT  1.00001657   -1 31 22.2
 DI6203
 DI6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6203!SPC MI S     -   0.99995868  x   0.99991333  =   0.99987202
 DI6203!UTM  17      -   0.99995868  x   1.00001657  =   0.99997525
 DI6203
 DI6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1599327576(NAD 83)
 DI6203
 DI6203                          SUPERSEDED SURVEY CONTROL
 DI6203
 DI6203  NAD 83(2007)-  42 40 43.17390(N)    083 14 44.87148(W) AD(2002.00) 1
 DI6203  ELLIP H (06/10/07)  263.473  (m)                       GP(2002.00) 4 1
 DI6203  NAVD 88             297.91   (m)          977.4    (f) LEVELING    3  
 DI6203
 DI6203.Superseded values are not recommended for survey control.
 DI6203
 DI6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6203.See file dsdata.pdf to determine how the superseded data were derived.
 DI6203
 DI6203_MARKER: DD = SURVEY DISK
 DI6203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6203_STAMPING: 63659 2006
 DI6203_MARK LOGO: MIDT
 DI6203_PROJECTION: FLUSH
 DI6203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6203+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 DI6203
 DI6203  HISTORY     - Date     Condition        Report By
 DI6203  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6203  HISTORY     - 20200710 GOOD             MIDT
 DI6203
 DI6203                          STATION DESCRIPTION
 DI6203
 DI6203'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6203'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) NORTH OF AUBURN
 DI6203'HILLS, 6.9 MILES (11.1 KILOMETERS) NORTHWEST OF TROY, AND 5.6 MILES
 DI6203'(9.01 KILOMETERS) WEST OF ROCHESTER, IN THE NORTHEAST QUADRANT OF THE
 DI6203'INTERSECTION OF EAST WALTON BOULEVARD WITH NORTH OPDYKE ROAD.
 DI6203'
 DI6203'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75B
 DI6203'(LAPEER ROAD) WITH NORTH OPDYKE ROAD, GO SOUTH ON NORTH OPDYKE ROAD
 DI6203'FOR 0.2 MILES (0.32 KILOMETERS) TO THE INTERSECTION OF EAST WALTON
 DI6203'BLVD AND THE STATION ON THE LEFT.
 DI6203'
 DI6203'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6203'DISK STAMPED 63659 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6203'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 34.1 METERS
 DI6203'(112.0 FEET) NORTH OF THE CENTERLINE OF EAST WALTON BOULEVARD, 29.6
 DI6203'METERS (97.0 FEET) SOUTH OF THE EXTENDED CENTER OF THE DRIVE TO
 DI6203'MARTIN'S NEST ADDRESS--2531--, 4.3 METERS (14.0 FEET) EAST OF THE BACK
 DI6203'OF A CURB, 2.0 METERS (6.4 FEET) NORTHEAST OF THE CENTER OF A MANHOLE,
 DI6203'AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6203
 DI6203                          STATION RECOVERY (2020)
 DI6203
 DI6203'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6203'MARTIN'S NEST AND MANHOLE FROM 2006 STATION DESCRIPTION ARE NO LONGER
 DI6203'THERE.  THE MARK IS 23.5 FT (7.2 M) NORTH-NORTHWEST OF CENTER OF
 DI6203'MANHOLE, 31.5 FT (9.6 M) NORTH-NORTHWEST OF A TRAFFIC SIGNAL POLE,
 DI6203'13.25 FT (4.0 M) NORTHWEST OF THE CORNER OF A COMCAST ACCESS PANEL AND
 DI6203'3 FT (0.9 M) NORTH OF THE NORTHWEST CORNER OF A UTILITY ACCESS PANEL
 DI6203'MARKED 22K TIER 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6204 ***********************************************************************
 DI6204  DESIGNATION -  63660
 DI6204  PID         -  DI6204
 DI6204  STATE/COUNTY-  MI/OAKLAND
 DI6204  COUNTRY     -  US
 DI6204  USGS QUAD   -  OXFORD (2017)
 DI6204
 DI6204                         *CURRENT SURVEY CONTROL
 DI6204  ______________________________________________________________________
 DI6204* NAD 83(1986) POSITION- 42 51 11.     (N) 083 16 59.     (W)   SCALED
 DI6204* NAVD 88 ORTHO HEIGHT -   322.771 (meters)     1058.96  (feet) ADJUSTED
 DI6204  ______________________________________________________________________
 DI6204  GEOID HEIGHT    -        -34.656 (meters)                     GEOID18
 DI6204  DYNAMIC HEIGHT  -        322.670 (meters)     1058.63  (feet) COMP
 DI6204  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 DI6204
 DI6204  VERT ORDER      -  SECOND    CLASS I
 DI6204
 DI6204.The horizontal coordinates were scaled from a map and have
 DI6204.an estimated accuracy of +/- 6 seconds.
 DI6204
 DI6204.The orthometric height was determined by differential leveling and
 DI6204.adjusted by the NATIONAL GEODETIC SURVEY
 DI6204.in July 2007.
 DI6204
 DI6204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6204.GEOID18 height accuracy estimate available here.
 DI6204
 DI6204.Click photographs - Photos may exist for this station.
 DI6204
 DI6204.The dynamic height is computed by dividing the NAVD 88
 DI6204.geopotential number by the normal gravity value computed on the
 DI6204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6204.degrees latitude (g = 980.6199 gals.).
 DI6204
 DI6204.The modeled gravity was interpolated from observed gravity values.
 DI6204
 DI6204;                    North         East    Units  Estimated Accuracy
 DI6204;SPC MI S     -   150,860.    4,088,560.      MT  (+/- 180 meters Scaled)
 DI6204
 DI6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH134470(NAD 83)
 DI6204
 DI6204                          SUPERSEDED SURVEY CONTROL
 DI6204
 DI6204.No superseded survey control is available for this station.
 DI6204
 DI6204_MARKER: DD = SURVEY DISK
 DI6204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6204_STAMPING: 63660 2006
 DI6204_MARK LOGO: MIDT
 DI6204_PROJECTION: FLUSH
 DI6204_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6204+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 DI6204
 DI6204  HISTORY     - Date     Condition        Report By
 DI6204  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6204  HISTORY     - 20150316 GOOD             ROWEIN
 DI6204
 DI6204                          STATION DESCRIPTION
 DI6204
 DI6204'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6204'THE STATION IS LOCATED 2.2 MILES (3.54 KILOMETERS) NORTH-NORTHWEST OF
 DI6204'OXFORD, 6.1 MILES (9.82 KILOMETERS) SOUTH OF METAMORA, AND 9.2 MILES
 DI6204'(14.81 KILOMETERS) SOUTHEAST OF HADLEY, LOCATED NORTHEAST OF STATE
 DI6204'HIGHWAY M-24 (NORTH LAPEER ROAD) AND BETWEEN METAMORA ROAD AND DUNLAP
 DI6204'ROAD.
 DI6204'
 DI6204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6204'LAPEER ROAD) WITH WEST OAKWOOD ROAD, GO SOUTHEAST ON STATE HIGHWAY
 DI6204'M-24 (NORTH LAPEER ROAD) FOR 1.3 MILES (2.09 KILOMETERS) TO THE
 DI6204'STATION ON THE LEFT.
 DI6204'
 DI6204'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6204'DISK STAMPED 63660 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6204'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1.26 MILES (2.03
 DI6204'KILOMETERS) SOUTH OF WEST OAKWOOD ROAD, 51.2 METERS (168.0 FEET) NORTH
 DI6204'OF THE EXTENDED CENTER OF DRIVE FOR THE A1 TRANSMISSIONS
 DI6204'ADDRESS--1775--, 26.4 METERS (86.7 FEET) SOUTHWEST OF THE SOUTHWEST
 DI6204'CORNER OF THE WINGWALL FOR A RAILROAD BRIDGE, 8.4 METERS (27.6 FEET)
 DI6204'EAST OF THE CENTERLINE OF STATE HIGHWAY M-24, AND 11 INCHES (28
 DI6204'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6204
 DI6204                          STATION RECOVERY (2015)
 DI6204
 DI6204'RECOVERY NOTE BY ROWE INCORPORATED 2015 (MWR)
 DI6204'THE DESCRIPTON IS ADEQUATE WITH THE FOLLOWING CHANGES.  A1
 DI6204'TRANSMISSIONS IS NOW BUILDING YOUR TEMPLE. THE STATION IS 29.7 FT
 DI6204'SOUTH OF A WRONG WAY SIGN POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6205 ***********************************************************************
 DI6205  DESIGNATION -  63661
 DI6205  PID         -  DI6205
 DI6205  STATE/COUNTY-  MI/OAKLAND
 DI6205  COUNTRY     -  US
 DI6205  USGS QUAD   -  OXFORD (2017)
 DI6205
 DI6205                         *CURRENT SURVEY CONTROL
 DI6205  ______________________________________________________________________
 DI6205* NAD 83(1986) POSITION- 42 49 57.     (N) 083 16 12.     (W)   SCALED
 DI6205* NAVD 88 ORTHO HEIGHT -   324.087 (meters)     1063.28  (feet) ADJUSTED
 DI6205  ______________________________________________________________________
 DI6205  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 DI6205  DYNAMIC HEIGHT  -        323.984 (meters)     1062.94  (feet) COMP
 DI6205  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 DI6205
 DI6205  VERT ORDER      -  SECOND    CLASS I
 DI6205
 DI6205.The horizontal coordinates were scaled from a map and have
 DI6205.an estimated accuracy of +/- 6 seconds.
 DI6205
 DI6205.The orthometric height was determined by differential leveling and
 DI6205.adjusted by the NATIONAL GEODETIC SURVEY
 DI6205.in July 2007.
 DI6205
 DI6205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6205.GEOID18 height accuracy estimate available here.
 DI6205
 DI6205.Click photographs - Photos may exist for this station.
 DI6205
 DI6205.The dynamic height is computed by dividing the NAVD 88
 DI6205.geopotential number by the normal gravity value computed on the
 DI6205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6205.degrees latitude (g = 980.6199 gals.).
 DI6205
 DI6205.The modeled gravity was interpolated from observed gravity values.
 DI6205
 DI6205;                    North         East    Units  Estimated Accuracy
 DI6205;SPC MI S     -   148,590.    4,089,660.      MT  (+/- 180 meters Scaled)
 DI6205
 DI6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH144447(NAD 83)
 DI6205
 DI6205                          SUPERSEDED SURVEY CONTROL
 DI6205
 DI6205.No superseded survey control is available for this station.
 DI6205
 DI6205_MARKER: DD = SURVEY DISK
 DI6205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6205_STAMPING: 63661 2006
 DI6205_MARK LOGO: MIDT
 DI6205_PROJECTION: FLUSH
 DI6205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6205+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 DI6205
 DI6205  HISTORY     - Date     Condition        Report By
 DI6205  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6205  HISTORY     - 20150316 GOOD             ROWEIN
 DI6205
 DI6205                          STATION DESCRIPTION
 DI6205
 DI6205'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6205'THE STATION IS LOCATED 0.7 MILES (1.13 KILOMETERS) NORTHWEST OF
 DI6205'OXFORD, 6.1 MILES (9.82 KILOMETERS) WEST-NORTHWEST OF LAKEVILLE, AND
 DI6205'3.7 MILES (5.95 KILOMETERS) NORTHWEST OF LAKE ORION, LOCATED EAST OF
 DI6205'STATE HIGHWAY M-24 (NORTH LAPEER ROAD) AND BETWEEN HARRIET STREET AND
 DI6205'EXTENDED MARKET STREET.
 DI6205'
 DI6205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6205'LAPEER ROAD) WITH WEST OAKWOOD ROAD, GO SOUTHEAST ON STATE HIGHWAY
 DI6205'M-24 (NORTH LAPEER ROAD) FOR 2.8 MILES (4.51 KILOMETERS) TO THE
 DI6205'STATION ON THE LEFT.
 DI6205'
 DI6205'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6205'DISK STAMPED 63661 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6205'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 396.2 METERS
 DI6205'(1300.0 FEET) SOUTH OF MARKET STREET, 228.6 METERS (750.0 FEET) NORTH
 DI6205'OF THE DRIVE TO COSMETIC AND FAMILY DENTISTRY ADDRESS--552--, 9.0
 DI6205'METERS (29.6 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY M-24 (NORTH
 DI6205'LAPEER ROAD), 8.9 METERS (29.3 FEET) WEST-NORTHWEST OF A POWER POLE,
 DI6205'AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6205
 DI6205                          STATION RECOVERY (2015)
 DI6205
 DI6205'RECOVERY NOTE BY ROWE INCORPORATED 2015 (MWR)
 DI6205'THE CARSONITE POST IS NOW GONE.  THE STATION IS 111.4 FT SOUTH OF A
 DI6205'SIGN POST, AND 97.0 FT SOUTHWEST OF A WOOD FENCE POST, SOUTHERLY OF
 DI6205'TWO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6390 ***********************************************************************
 DI6390  DESIGNATION -  63662
 DI6390  PID         -  DI6390
 DI6390  STATE/COUNTY-  MI/OAKLAND
 DI6390  COUNTRY     -  US
 DI6390  USGS QUAD   -  OXFORD (2017)
 DI6390
 DI6390                         *CURRENT SURVEY CONTROL
 DI6390  ______________________________________________________________________
 DI6390* NAD 83(1986) POSITION- 42 48 46.     (N) 083 15 14.     (W)   SCALED
 DI6390* NAVD 88 ORTHO HEIGHT -   320.266 (meters)     1050.74  (feet) ADJUSTED
 DI6390  ______________________________________________________________________
 DI6390  GEOID HEIGHT    -        -34.678 (meters)                     GEOID18
 DI6390  DYNAMIC HEIGHT  -        320.165 (meters)     1050.41  (feet) COMP
 DI6390  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 DI6390
 DI6390  VERT ORDER      -  SECOND    CLASS I
 DI6390
 DI6390.The horizontal coordinates were scaled from a map and have
 DI6390.an estimated accuracy of +/- 6 seconds.
 DI6390
 DI6390.The orthometric height was determined by differential leveling and
 DI6390.adjusted by the NATIONAL GEODETIC SURVEY
 DI6390.in July 2007.
 DI6390
 DI6390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6390.GEOID18 height accuracy estimate available here.
 DI6390
 DI6390.Click photographs - Photos may exist for this station.
 DI6390
 DI6390.The dynamic height is computed by dividing the NAVD 88
 DI6390.geopotential number by the normal gravity value computed on the
 DI6390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6390.degrees latitude (g = 980.6199 gals.).
 DI6390
 DI6390.The modeled gravity was interpolated from observed gravity values.
 DI6390
 DI6390;                    North         East    Units  Estimated Accuracy
 DI6390;SPC MI S     -   146,420.    4,091,000.      MT  (+/- 180 meters Scaled)
 DI6390
 DI6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH157424(NAD 83)
 DI6390
 DI6390                          SUPERSEDED SURVEY CONTROL
 DI6390
 DI6390.No superseded survey control is available for this station.
 DI6390
 DI6390_MARKER: DD = SURVEY DISK
 DI6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6390_STAMPING: 63662 2006
 DI6390_MARK LOGO: MIDT
 DI6390_PROJECTION: FLUSH
 DI6390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6390+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6390
 DI6390  HISTORY     - Date     Condition        Report By
 DI6390  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6390
 DI6390                          STATION DESCRIPTION
 DI6390
 DI6390'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6390'THE STATION IS LOCATED 0.8 MILES (1.29 KILOMETERS) SOUTHEAST OF
 DI6390'OXFORD, 5.4 MILES (8.69 KILOMETERS) WEST OF LAKEVILLE, AND 2.2 MILES
 DI6390'(3.54 KILOMETERS) SOUTHEAST OF LAKE ORION, LOCATED NORTHEAST OF STATE
 DI6390'HIGHWAY M-24 (SOUTH LAPEER ROAD) AND BETWEEN OAKDELL STREET AND EAST
 DI6390'DRAHNER ROAD.
 DI6390'
 DI6390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 (NORTH
 DI6390'LAPEER ROAD) WITH WEST SEYMOUR LAKE ROAD, GO SOUTHEAST ON STATE
 DI6390'HIGHWAY M-24 (LAPEER ROAD) FOR 1.0 MILE (1.61 KILOMETERS) TO THE
 DI6390'STATION ON THE LEFT.
 DI6390'
 DI6390'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6390'DISK STAMPED 63662 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6390'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 365.8 METERS
 DI6390'(1200.0 FEET) NORTH OF EAST DRAHNER ROAD, 17.2 METERS (56.4 FEET)
 DI6390'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE OXFORD PROFESSIONAL
 DI6390'BUILDING ADDRESS--837--, 13.7 METERS (45.0 FEET) EAST OF THE
 DI6390'CENTERLINE OF STATE HIGHWAY M-24, 8.1 METERS (26.4 FEET) SOUTHWEST OF
 DI6390'THE WEST EDGE OF OXFORD PROFESSIONAL CENTER SIGN, 8.0 METERS (26.2
 DI6390'FEET) NORTHEAST OF THE CENTER OF A CATCH BASIN, AND 11 INCHES (28
 DI6390'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6206 ***********************************************************************
 DI6206  DESIGNATION -  63663
 DI6206  PID         -  DI6206
 DI6206  STATE/COUNTY-  MI/OAKLAND
 DI6206  COUNTRY     -  US
 DI6206  USGS QUAD   -  LAKE ORION (2017)
 DI6206
 DI6206                         *CURRENT SURVEY CONTROL
 DI6206  ______________________________________________________________________
 DI6206* NAD 83(1986) POSITION- 42 47 25.     (N) 083 14 44.     (W)   SCALED
 DI6206* NAVD 88 ORTHO HEIGHT -   308.806 (meters)     1013.14  (feet) ADJUSTED
 DI6206  ______________________________________________________________________
 DI6206  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 DI6206  DYNAMIC HEIGHT  -        308.707 (meters)     1012.82  (feet) COMP
 DI6206  MODELED GRAVITY -    980,295.3   (mgal)                       NAVD 88
 DI6206
 DI6206  VERT ORDER      -  SECOND    CLASS I
 DI6206
 DI6206.The horizontal coordinates were scaled from a map and have
 DI6206.an estimated accuracy of +/- 6 seconds.
 DI6206
 DI6206.The orthometric height was determined by differential leveling and
 DI6206.adjusted by the NATIONAL GEODETIC SURVEY
 DI6206.in July 2007.
 DI6206
 DI6206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6206.GEOID18 height accuracy estimate available here.
 DI6206
 DI6206.Click photographs - Photos may exist for this station.
 DI6206
 DI6206.The dynamic height is computed by dividing the NAVD 88
 DI6206.geopotential number by the normal gravity value computed on the
 DI6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6206.degrees latitude (g = 980.6199 gals.).
 DI6206
 DI6206.The modeled gravity was interpolated from observed gravity values.
 DI6206
 DI6206;                    North         East    Units  Estimated Accuracy
 DI6206;SPC MI S     -   143,930.    4,091,720.      MT  (+/- 180 meters Scaled)
 DI6206
 DI6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163399(NAD 83)
 DI6206
 DI6206                          SUPERSEDED SURVEY CONTROL
 DI6206
 DI6206.No superseded survey control is available for this station.
 DI6206
 DI6206_MARKER: DD = SURVEY DISK
 DI6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6206_STAMPING: 63663 2006
 DI6206_MARK LOGO: MIDT
 DI6206_PROJECTION: FLUSH
 DI6206_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6206+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6206
 DI6206  HISTORY     - Date     Condition        Report By
 DI6206  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6206
 DI6206                          STATION DESCRIPTION
 DI6206
 DI6206'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6206'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) NORTHWEST OF LAKE
 DI6206'ORION, 5.3 MILES (8.53 KILOMETERS) SOUTHWEST OF LAKEVILLE, AND 2.6
 DI6206'MILES (4.18 KILOMETERS) SOUTH-SOUTHEAST OF OXFORD, LOCATED EAST OF
 DI6206'STATE HIGHWAY M-24 (NORTH LAPEER ROAD) BETWEEN FRANKLIN WRIGHT
 DI6206'BOULEVARD AND WEST ELIZABETH STREET.    TO REACH THE STATION FROM THE
 DI6206'JUNCTION OF STATE HIGHWAY M-24 WITH FLINT STREET, GO NORTH ON STATE
 DI6206'HIGHWAY M-24 FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE
 DI6206'RIGHT.
 DI6206'
 DI6206'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6206'DISK STAMPED 63663 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6206'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 53.3 METERS
 DI6206'(175.0 FEET) NORTH OF THE EXTENDED CENTERLINE OF INDIANWOOD ROAD, 14.0
 DI6206'METERS (46.0 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR THE SHOPS AT
 DI6206'THE SHORES ADDRESS NUMBERS 300-620, 13.1 METERS (43.0 FEET) EAST OF
 DI6206'THE BACK OF A CURB, 1.7 METERS (5.5 FEET) NORTH-NORTHWEST OF A POWER
 DI6206'POLE, 1.3 METERS (4.4 FEET) WEST OF THE EDGE OF A WALK, AND 11 INCHES
 DI6206'(28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6207 ***********************************************************************
 DI6207  DESIGNATION -  63664
 DI6207  PID         -  DI6207
 DI6207  STATE/COUNTY-  MI/OAKLAND
 DI6207  COUNTRY     -  US
 DI6207  USGS QUAD   -  LAKE ORION (2017)
 DI6207
 DI6207                         *CURRENT SURVEY CONTROL
 DI6207  ______________________________________________________________________
 DI6207* NAD 83(2011) POSITION- 42 46 17.08253(N) 083 14 18.66661(W)   ADJUSTED
 DI6207* NAD 83(2011) ELLIP HT-   268.135 (meters)        (06/27/12)   ADJUSTED
 DI6207* NAD 83(2011) EPOCH   -  2010.00
 DI6207* NAVD 88 ORTHO HEIGHT -   302.803 (meters)      993.45  (feet) ADJUSTED
 DI6207  ______________________________________________________________________
 DI6207  GEOID HEIGHT    -        -34.654 (meters)                     GEOID18
 DI6207  NAD 83(2011) X  -    552,116.787 (meters)                     COMP
 DI6207  NAD 83(2011) Y  - -4,656,816.155 (meters)                     COMP
 DI6207  NAD 83(2011) Z  -  4,309,077.365 (meters)                     COMP
 DI6207  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 DI6207  DYNAMIC HEIGHT  -        302.707 (meters)      993.13  (feet) COMP
 DI6207  MODELED GRAVITY -    980,295.8   (mgal)                       NAVD 88
 DI6207
 DI6207  VERT ORDER      -  SECOND    CLASS I
 DI6207
 DI6207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6207  Standards:
 DI6207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6207  -------------------------------------------------------------------
 DI6207  NETWORK    0.27   0.45           0.12   0.10   0.23     -0.02875886
 DI6207  -------------------------------------------------------------------
 DI6207  Click here for local accuracies and other accuracy information.
 DI6207
 DI6207.The horizontal coordinates were established by GPS observations
 DI6207.and adjusted by the National Geodetic Survey in June 2012.
 DI6207
 DI6207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6207.been affixed to the stable North American tectonic plate. See 
 DI6207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6207
 DI6207.The horizontal coordinates are valid at the epoch date displayed above
 DI6207.which is a decimal equivalence of Year/Month/Day.
 DI6207
 DI6207.The orthometric height was determined by differential leveling and
 DI6207.adjusted by the NATIONAL GEODETIC SURVEY
 DI6207.in July 2007.
 DI6207
 DI6207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6207.GEOID18 height accuracy estimate available here.
 DI6207
 DI6207.Click photographs - Photos may exist for this station.
 DI6207
 DI6207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6207
 DI6207.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6207
 DI6207.The ellipsoidal height was determined by GPS observations
 DI6207.and is referenced to NAD 83.
 DI6207
 DI6207.The dynamic height is computed by dividing the NAVD 88
 DI6207.geopotential number by the normal gravity value computed on the
 DI6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6207.degrees latitude (g = 980.6199 gals.).
 DI6207
 DI6207.The modeled gravity was interpolated from observed gravity values.
 DI6207
 DI6207. The following values were computed from the NAD 83(2011) position.
 DI6207
 DI6207;                    North         East     Units Scale Factor Converg.
 DI6207;SPC MI S     -   141,843.457 4,092,319.385   MT  0.99990884   +0 46 03.9
 DI6207;SPC MI S     -   465,365.67 13,426,244.70   iFT  0.99990884   +0 46 03.9
 DI6207;UTM  17      - 4,737,861.033   316,863.434   MT  1.00001263   -1 31 14.0
 DI6207
 DI6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6207!SPC MI S     -   0.99995795  x   0.99990884  =   0.99986679
 DI6207!UTM  17      -   0.99995795  x   1.00001263  =   0.99997058
 DI6207
 DI6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1686337861(NAD 83)
 DI6207
 DI6207                          SUPERSEDED SURVEY CONTROL
 DI6207
 DI6207  NAD 83(2007)-  42 46 17.08251(N)    083 14 18.66753(W) AD(2002.00) 1
 DI6207  ELLIP H (06/10/07)  268.139  (m)                       GP(2002.00) 4 1
 DI6207  NAVD 88             302.80   (m)          993.4    (f) LEVELING    3  
 DI6207
 DI6207.Superseded values are not recommended for survey control.
 DI6207
 DI6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6207.See file dsdata.pdf to determine how the superseded data were derived.
 DI6207
 DI6207_MARKER: DD = SURVEY DISK
 DI6207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6207_STAMPING: 63664 2006
 DI6207_MARK LOGO: MIDT
 DI6207_PROJECTION: FLUSH
 DI6207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6207+STABILITY: SURFACE MOTION
 DI6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6207+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 DI6207
 DI6207  HISTORY     - Date     Condition        Report By
 DI6207  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6207  HISTORY     - 20130508 GOOD             WADTRI
 DI6207  HISTORY     - 20200722 GOOD             MIDT
 DI6207
 DI6207                          STATION DESCRIPTION
 DI6207
 DI6207'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6207'THE STATION IS LOCATED 0.8 MILES (1.29 KILOMETERS) SOUTH OF LAKE
 DI6207'ORION, 3.9 MILES (6.28 KILOMETERS) SOUTH-SOUTHEAST OF OXFORD, AND 5.5
 DI6207'MILES     (8.85 KILOMETERS) SOUTHWEST OF LAKEVILLE, LOCATED EAST OF
 DI6207'STATE HIGHWAY M-24 (SOUTH LAPEER ROAD) BETWEEN PARKVIEW BOULEVARD AND
 DI6207'GOLDENGATE STREET.    TO REACH THE STATION FROM THE JUNCTION OF STATE
 DI6207'HIGHWAY M-24 (SOUTH LAPEER ROAD) WITH CLARKSTON ROAD, GO NORTH ON
 DI6207'STATE HIGHWAY M-24 (SOUTH LAPEER ROAD) FOR 0.3 MILES (0.48 KILOMETERS)
 DI6207'TO THE STATION ON THE RIGHT.
 DI6207'
 DI6207'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6207'DISK STAMPED 63664 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6207'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 9.1 METERS (30.0
 DI6207'FEET) SOUTH OF THE CENTER OF THE DRIVE FOR THE SOUTHERLY MOST DRIVE TO
 DI6207'THE ADMIRAL GAS STATION--ADDRESS 779--, 4.6 METERS (15.1 FEET) EAST OF
 DI6207'THE BACK OF A CURB, 3.2 METERS (10.6 FEET) NORTHWEST OF A POWER POLE,
 DI6207'0.8 METERS (2.5 FEET) WEST OF THE WEST EDGE OF A WALK, AND 11 INCHES
 DI6207'(28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6207
 DI6207                          STATION RECOVERY (2013)
 DI6207
 DI6207'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6207'RECOVERED AS DESCRIBED.
 DI6207
 DI6207                          STATION RECOVERY (2020)
 DI6207
 DI6207'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6207'THE MARK IS IN CENTER OF SIDEWALK, NOT WEST OF THE WEST EDGE OF THE
 DI6207'WALK AS IN THE 2006 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6208 ***********************************************************************
 DI6208  DESIGNATION -  63665
 DI6208  PID         -  DI6208
 DI6208  STATE/COUNTY-  MI/OAKLAND
 DI6208  COUNTRY     -  US
 DI6208  USGS QUAD   -  LAKE ORION (2017)
 DI6208
 DI6208                         *CURRENT SURVEY CONTROL
 DI6208  ______________________________________________________________________
 DI6208* NAD 83(1986) POSITION- 42 45 02.     (N) 083 14 46.     (W)   SCALED
 DI6208* NAVD 88 ORTHO HEIGHT -   300.976 (meters)      987.45  (feet) ADJUSTED
 DI6208  ______________________________________________________________________
 DI6208  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 DI6208  DYNAMIC HEIGHT  -        300.881 (meters)      987.14  (feet) COMP
 DI6208  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 DI6208
 DI6208  VERT ORDER      -  SECOND    CLASS I
 DI6208
 DI6208.The horizontal coordinates were scaled from a map and have
 DI6208.an estimated accuracy of +/- 6 seconds.
 DI6208
 DI6208.The orthometric height was determined by differential leveling and
 DI6208.adjusted by the NATIONAL GEODETIC SURVEY
 DI6208.in July 2007.
 DI6208
 DI6208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6208.GEOID18 height accuracy estimate available here.
 DI6208
 DI6208.Click photographs - Photos may exist for this station.
 DI6208
 DI6208.The dynamic height is computed by dividing the NAVD 88
 DI6208.geopotential number by the normal gravity value computed on the
 DI6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6208.degrees latitude (g = 980.6199 gals.).
 DI6208
 DI6208.The modeled gravity was interpolated from observed gravity values.
 DI6208
 DI6208;                    North         East    Units  Estimated Accuracy
 DI6208;SPC MI S     -   139,520.    4,091,730.      MT  (+/- 180 meters Scaled)
 DI6208
 DI6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH161355(NAD 83)
 DI6208
 DI6208                          SUPERSEDED SURVEY CONTROL
 DI6208
 DI6208.No superseded survey control is available for this station.
 DI6208
 DI6208_MARKER: DD = SURVEY DISK
 DI6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6208_STAMPING: 63665 2006
 DI6208_MARK LOGO: MIDT
 DI6208_PROJECTION: FLUSH
 DI6208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6208+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 DI6208
 DI6208  HISTORY     - Date     Condition        Report By
 DI6208  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6208  HISTORY     - 20130508 GOOD             WADTRI
 DI6208
 DI6208                          STATION DESCRIPTION
 DI6208
 DI6208'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6208'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) SOUTH OF LAKE ORION,
 DI6208'6.8 MILES (10.94 KILOMETERS) SOUTHWEST OF LAKEVILLE, AND 7.2 MILES
 DI6208'(11.59 KILOMETERS) NORTH OF AUBURN HILLS, LOCATED EAST OF STATE
 DI6208'HIGHWAY M-24 (SOUTH LAPEER ROAD) AND BETWEEN EAST SCRIPPS ROAD AND
 DI6208'ROUND TREE DRIVE.    TO REACH THE STATION FROM THE JUNCTION OF STATE
 DI6208'HIGHWAY M-24 (LAPEER ROAD) AND WALDON ROAD, GO NORTH ON STATE HIGHWAY
 DI6208'M-24 (LAPEER ROAD) 1.0 MILE (1.61 KILOMETERS) TO THE STATION ON THE
 DI6208'RIGHT.
 DI6208'
 DI6208'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6208'DISK STAMPED 63665 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6208'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.19 MILES (0.31
 DI6208'KILOMETERS) SOUTH OF PRIVATE ENTRANCE--1900--, 0.095 MILES (0.16
 DI6208'KILOMETERS) SOUTH OF SCRIPPS ROAD, 22.9 METERS (75.0 FEET)
 DI6208'SOUTH-SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 13.0 METERS (42.7 FEET)
 DI6208'EAST OF THE CENTERLINE OF STATE HIGHWAY M-24 (LAPEER ROAD), 2.0 METERS
 DI6208'(6.5 FEET) WEST OF THE WEST EDGE OF A WALK, AND 11 INCHES (28
 DI6208'CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6208
 DI6208                          STATION RECOVERY (2013)
 DI6208
 DI6208'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6208'RECOVERED AS DESCRIBED. TALL PINE TREES APPROXIMATELY 35 FEET EAST OF
 DI6208'MARK MAY INTERFERE WITH GPS OBSERVATIONS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6209 ***********************************************************************
 DI6209  DESIGNATION -  63666
 DI6209  PID         -  DI6209
 DI6209  STATE/COUNTY-  MI/OAKLAND
 DI6209  COUNTRY     -  US
 DI6209  USGS QUAD   -  ROCHESTER (2017)
 DI6209
 DI6209                         *CURRENT SURVEY CONTROL
 DI6209  ______________________________________________________________________
 DI6209* NAD 83(1986) POSITION- 42 43 40.     (N) 083 14 35.     (W)   SCALED
 DI6209* NAVD 88 ORTHO HEIGHT -   313.277 (meters)     1027.81  (feet) ADJUSTED
 DI6209  ______________________________________________________________________
 DI6209  GEOID HEIGHT    -        -34.558 (meters)                     GEOID18
 DI6209  DYNAMIC HEIGHT  -        313.179 (meters)     1027.49  (feet) COMP
 DI6209  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 DI6209
 DI6209  VERT ORDER      -  SECOND    CLASS I
 DI6209
 DI6209.The horizontal coordinates were scaled from a map and have
 DI6209.an estimated accuracy of +/- 6 seconds.
 DI6209
 DI6209.The orthometric height was determined by differential leveling and
 DI6209.adjusted by the NATIONAL GEODETIC SURVEY
 DI6209.in July 2007.
 DI6209
 DI6209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6209.GEOID18 height accuracy estimate available here.
 DI6209
 DI6209.Click photographs - Photos may exist for this station.
 DI6209
 DI6209.The dynamic height is computed by dividing the NAVD 88
 DI6209.geopotential number by the normal gravity value computed on the
 DI6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6209.degrees latitude (g = 980.6199 gals.).
 DI6209
 DI6209.The modeled gravity was interpolated from observed gravity values.
 DI6209
 DI6209;                    North         East    Units  Estimated Accuracy
 DI6209;SPC MI S     -   136,990.    4,092,010.      MT  (+/- 180 meters Scaled)
 DI6209
 DI6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163330(NAD 83)
 DI6209
 DI6209                          SUPERSEDED SURVEY CONTROL
 DI6209
 DI6209.No superseded survey control is available for this station.
 DI6209
 DI6209_MARKER: DD = SURVEY DISK
 DI6209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6209_STAMPING: 63666 2006
 DI6209_MARK LOGO: MIDT
 DI6209_PROJECTION: FLUSH
 DI6209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6209+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 DI6209
 DI6209  HISTORY     - Date     Condition        Report By
 DI6209  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6209  HISTORY     - 20130508 GOOD             WADTRI
 DI6209
 DI6209                          STATION DESCRIPTION
 DI6209
 DI6209'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6209'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) SOUTH OF LAKE
 DI6209'ORION, 5.6 MILES (9.01 KILOMETERS) NORTH OF AUBURN HILLS, AND 6.4
 DI6209'MILES (10.3 KILOMETERS) NORTHWEST OF ROCHESTER, LOCATED EAST OF STATE
 DI6209'HIGHWAY M-24 (SOUTH LAPEER ROAD) AND BETWEEN MORGAN HILL ROAD AND HI
 DI6209'HILL DRIVE.    TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DI6209'M-24 (SOUTH LAPEER ROAD) WITH SILVERBELL ROAD, GO NORTH ON STATE
 DI6209'HIGHWAY M-24 (SOUTH LAPEER ROAD) FOR 0.3 MILES (0.48 KILOMETERS) TO
 DI6209'THE STATION ON THE RIGHT.
 DI6209'
 DI6209'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6209'DISK STAMPED 63666 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6209'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 556.3 METERS
 DI6209'(1825.0 FEET) NORTH OF SILVERBELL ROAD, 76.2 METERS (250.0 FEET) SOUTH
 DI6209'OF THE CENTER OF THE DRIVE FOR SERMAN AND LEH, P.C. ADDRESS--3677--,
 DI6209'32.8 METERS (107.6 FEET) SOUTH OF THE BASE OF A UTILITY POLE, 19.3
 DI6209'METERS (63.4 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A PAVED
 DI6209'PARKING LOT, 12.1 METERS (39.6 FEET) EAST OF THE CENTERLINE OF STATE
 DI6209'HIGHWAY M-24 (SOUTH LAPEER ROAD), AND 11 INCHES (28 CENTIMETERS) EAST
 DI6209'OF A CARSONITE WITNESS POST.
 DI6209
 DI6209                          STATION RECOVERY (2013)
 DI6209
 DI6209'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6209'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6210 ***********************************************************************
 DI6210  DESIGNATION -  63667
 DI6210  PID         -  DI6210
 DI6210  STATE/COUNTY-  MI/OAKLAND
 DI6210  COUNTRY     -  US
 DI6210  USGS QUAD   -  ROCHESTER (2017)
 DI6210
 DI6210                         *CURRENT SURVEY CONTROL
 DI6210  ______________________________________________________________________
 DI6210* NAD 83(1986) POSITION- 42 42 32.     (N) 083 14 34.     (W)   SCALED
 DI6210* NAVD 88 ORTHO HEIGHT -   325.892 (meters)     1069.20  (feet) ADJUSTED
 DI6210  ______________________________________________________________________
 DI6210  GEOID HEIGHT    -        -34.511 (meters)                     GEOID18
 DI6210  DYNAMIC HEIGHT  -        325.790 (meters)     1068.86  (feet) COMP
 DI6210  MODELED GRAVITY -    980,301.4   (mgal)                       NAVD 88
 DI6210
 DI6210  VERT ORDER      -  SECOND    CLASS I
 DI6210
 DI6210.The horizontal coordinates were scaled from a map and have
 DI6210.an estimated accuracy of +/- 6 seconds.
 DI6210
 DI6210.The orthometric height was determined by differential leveling and
 DI6210.adjusted by the NATIONAL GEODETIC SURVEY
 DI6210.in July 2007.
 DI6210
 DI6210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6210.GEOID18 height accuracy estimate available here.
 DI6210
 DI6210.Click photographs - Photos may exist for this station.
 DI6210
 DI6210.The dynamic height is computed by dividing the NAVD 88
 DI6210.geopotential number by the normal gravity value computed on the
 DI6210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6210.degrees latitude (g = 980.6199 gals.).
 DI6210
 DI6210.The modeled gravity was interpolated from observed gravity values.
 DI6210
 DI6210;                    North         East    Units  Estimated Accuracy
 DI6210;SPC MI S     -   134,900.    4,092,060.      MT  (+/- 180 meters Scaled)
 DI6210
 DI6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163309(NAD 83)
 DI6210
 DI6210                          SUPERSEDED SURVEY CONTROL
 DI6210
 DI6210.No superseded survey control is available for this station.
 DI6210
 DI6210_MARKER: DD = SURVEY DISK
 DI6210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6210_STAMPING: 63667 2006
 DI6210_MARK LOGO: MIDT
 DI6210_PROJECTION: FLUSH
 DI6210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6210+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6210
 DI6210  HISTORY     - Date     Condition        Report By
 DI6210  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6210  HISTORY     - 20130508 MARK NOT FOUND   WADTRI
 DI6210
 DI6210                          STATION DESCRIPTION
 DI6210
 DI6210'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6210'THE STATION IS LOCATED 5.2 MILES (8.37 KILOMETERS) SOUTH OF LAKE
 DI6210'ORION, 4.3 MILES (6.92 KILOMETERS) NORTH OF AUBURN HILLS, AND 7.0
 DI6210'MILES (11.27 KILOMETERS) NORTHEAST OF DRAYTON PLAINS, IN THE NORTHWEST
 DI6210'QUADRANT OF THE INTERSECTION OF BROWN ROAD WITH STATE HIGHWAY M-24
 DI6210'(LAPEER ROAD).
 DI6210'
 DI6210'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6210'THE EXIT CONNECTING ROAD FOR STATE HIGHWAY M-24 (LAPEER ROAD), GO
 DI6210'NORTH ON STATE HIGHWAY M-24 (LAPEER ROAD) FOR 1.1 MILES (1.77
 DI6210'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6210'
 DI6210'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6210'DISK STAMPED 63667 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6210'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 106.7 METERS
 DI6210'(350.0 FEET) NORTH OF THE DRIVE FOR A BP GAS STATION ADDRESS--4477--,
 DI6210'30.0 METERS (98.5 FEET) NORTH OF THE CENTERLINE OF BROWN ROAD, 23.1
 DI6210'METERS (75.9 FEET) SOUTHEAST OF A POWER POLE, 11.4 METERS (37.5 FEET)
 DI6210'NORTH-NORTHEAST OF A METAL UTILITY POLE, 3.1 METERS (10.3 FEET) WEST
 DI6210'OF THE BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS) EAST OF A
 DI6210'CARSONITE WITNESS POST.
 DI6210
 DI6210                          STATION RECOVERY (2013)
 DI6210
 DI6210'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6210'MARK WAS NOT LOCATED - BROKEN CONCRETE WAS FOUND DURING EXCAVATION FOR
 DI6210'MARK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6431 ***********************************************************************
 DI6431  DESIGNATION -  63668
 DI6431  PID         -  DI6431
 DI6431  STATE/COUNTY-  MI/OAKLAND
 DI6431  COUNTRY     -  US
 DI6431  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6431
 DI6431                         *CURRENT SURVEY CONTROL
 DI6431  ______________________________________________________________________
 DI6431* NAD 83(2011) POSITION- 42 37 08.66990(N) 083 17 17.85949(W)   ADJUSTED
 DI6431* NAD 83(2011) ELLIP HT-   255.718 (meters)        (06/27/12)   ADJUSTED
 DI6431* NAD 83(2011) EPOCH   -  2010.00
 DI6431* NAVD 88 ORTHO HEIGHT -   289.945 (meters)      951.26  (feet) ADJUSTED
 DI6431  ______________________________________________________________________
 DI6431  GEOID HEIGHT    -        -34.220 (meters)                     GEOID18
 DI6431  NAD 83(2011) X  -    549,411.100 (meters)                     COMP
 DI6431  NAD 83(2011) Y  - -4,668,682.011 (meters)                     COMP
 DI6431  NAD 83(2011) Z  -  4,296,630.810 (meters)                     COMP
 DI6431  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 DI6431  DYNAMIC HEIGHT  -        289.859 (meters)      950.98  (feet) COMP
 DI6431  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 DI6431
 DI6431  VERT ORDER      -  SECOND    CLASS I
 DI6431
 DI6431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6431  Standards:
 DI6431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6431  -------------------------------------------------------------------
 DI6431  NETWORK    0.26   0.43           0.12   0.09   0.22      0.03332274
 DI6431  -------------------------------------------------------------------
 DI6431  Click here for local accuracies and other accuracy information.
 DI6431
 DI6431.The horizontal coordinates were established by GPS observations
 DI6431.and adjusted by the National Geodetic Survey in June 2012.
 DI6431
 DI6431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6431.been affixed to the stable North American tectonic plate. See 
 DI6431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6431
 DI6431.The horizontal coordinates are valid at the epoch date displayed above
 DI6431.which is a decimal equivalence of Year/Month/Day.
 DI6431
 DI6431.The orthometric height was determined by differential leveling and
 DI6431.adjusted by the NATIONAL GEODETIC SURVEY
 DI6431.in July 2007.
 DI6431
 DI6431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6431.GEOID18 height accuracy estimate available here.
 DI6431
 DI6431.Click photographs - Photos may exist for this station.
 DI6431
 DI6431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6431
 DI6431.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6431
 DI6431.The ellipsoidal height was determined by GPS observations
 DI6431.and is referenced to NAD 83.
 DI6431
 DI6431.The dynamic height is computed by dividing the NAVD 88
 DI6431.geopotential number by the normal gravity value computed on the
 DI6431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6431.degrees latitude (g = 980.6199 gals.).
 DI6431
 DI6431.The modeled gravity was interpolated from observed gravity values.
 DI6431
 DI6431. The following values were computed from the NAD 83(2011) position.
 DI6431
 DI6431;                    North         East     Units Scale Factor Converg.
 DI6431;SPC MI S     -   124,870.334 4,088,463.052   MT  0.99991759   +0 44 01.9
 DI6431;SPC MI S     -   409,679.57 13,413,592.69   iFT  0.99991759   +0 44 01.9
 DI6431;UTM  17      - 4,721,053.388   312,332.639   MT  1.00003332   -1 32 59.7
 DI6431
 DI6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6431!SPC MI S     -   0.99995990  x   0.99991759  =   0.99987749
 DI6431!UTM  17      -   0.99995990  x   1.00003332  =   0.99999322
 DI6431
 DI6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1233221053(NAD 83)
 DI6431
 DI6431                          SUPERSEDED SURVEY CONTROL
 DI6431
 DI6431  NAD 83(2007)-  42 37 08.66994(N)    083 17 17.86040(W) AD(2002.00) 1
 DI6431  ELLIP H (06/10/07)  255.729  (m)                       GP(2002.00) 4 1
 DI6431  NAVD 88             289.95   (m)          951.3    (f) LEVELING    3  
 DI6431
 DI6431.Superseded values are not recommended for survey control.
 DI6431
 DI6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6431.See file dsdata.pdf to determine how the superseded data were derived.
 DI6431
 DI6431_MARKER: DD = SURVEY DISK
 DI6431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6431_STAMPING: 63668 2006
 DI6431_MARK LOGO: MIDT
 DI6431_PROJECTION: FLUSH
 DI6431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6431+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2013
 DI6431
 DI6431  HISTORY     - Date     Condition        Report By
 DI6431  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6431  HISTORY     - 20130226 GOOD             SPALD
 DI6431
 DI6431                          STATION DESCRIPTION
 DI6431
 DI6431'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6431'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) NORTHEAST OF KEEGO
 DI6431'HARBOR, 3.3 MILES (5.31 KILOMETERS) NORTHWEST OF BLOOMFIELD HILLS, AND
 DI6431'3.1 MILES (4.99 KILOMETERS) SOUTHWEST OF AUBURN HILLS, IN THE
 DI6431'SOUTHWEST QUADRANT OF THE INTERSECTION OF SOUTH BLVD WEST WITH
 DI6431'FRANKLIN ROAD.
 DI6431'
 DI6431'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BLVD WEST WITH
 DI6431'FRANKLIN ROAD, GO SOUTH ON FRANKLIN ROAD FOR 25.5 METERS (83.5 FEET)
 DI6431'TO THE STATION ON THE RIGHT.
 DI6431'
 DI6431'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6431'DISK STAMPED 63668 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6431'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 38.1 METERS
 DI6431'(125.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF FRANKLIN
 DI6431'MARKET--ADDRESS 360--, 25.5 METERS (83.5 FEET) SOUTH OF THE CENTERLINE
 DI6431'OF SOUTH BLVD WEST, 10.7 METERS (35.1 FEET) WEST OF THE CENTERLINE OF
 DI6431'FRANKLIN ROAD, 9.6 METERS (31.4 FEET) SOUTH-SOUTHEAST OF THE TOP OF A
 DI6431'FIRE HYDRANT, 1.0 METER (3.4 FEET) WEST OF THE WEST EDGE OF A WALK,
 DI6431'AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6431
 DI6431                          STATION RECOVERY (2013)
 DI6431
 DI6431'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6211 ***********************************************************************
 DI6211  DESIGNATION -  63669
 DI6211  PID         -  DI6211
 DI6211  STATE/COUNTY-  MI/OAKLAND
 DI6211  COUNTRY     -  US
 DI6211  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6211
 DI6211                         *CURRENT SURVEY CONTROL
 DI6211  ______________________________________________________________________
 DI6211* NAD 83(1986) POSITION- 42 36 05.     (N) 083 17 12.     (W)   SCALED
 DI6211* NAVD 88 ORTHO HEIGHT -   290.430 (meters)      952.85  (feet) ADJUSTED
 DI6211  ______________________________________________________________________
 DI6211  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 DI6211  DYNAMIC HEIGHT  -        290.345 (meters)      952.57  (feet) COMP
 DI6211  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 DI6211
 DI6211  VERT ORDER      -  SECOND    CLASS I
 DI6211
 DI6211.The horizontal coordinates were scaled from a map and have
 DI6211.an estimated accuracy of +/- 6 seconds.
 DI6211
 DI6211.The orthometric height was determined by differential leveling and
 DI6211.adjusted by the NATIONAL GEODETIC SURVEY
 DI6211.in July 2007.
 DI6211
 DI6211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6211.GEOID18 height accuracy estimate available here.
 DI6211
 DI6211.Click photographs - Photos may exist for this station.
 DI6211
 DI6211.The dynamic height is computed by dividing the NAVD 88
 DI6211.geopotential number by the normal gravity value computed on the
 DI6211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6211.degrees latitude (g = 980.6199 gals.).
 DI6211
 DI6211.The modeled gravity was interpolated from observed gravity values.
 DI6211
 DI6211;                    North         East    Units  Estimated Accuracy
 DI6211;SPC MI S     -   122,910.    4,088,620.      MT  (+/- 180 meters Scaled)
 DI6211
 DI6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH124190(NAD 83)
 DI6211
 DI6211                          SUPERSEDED SURVEY CONTROL
 DI6211
 DI6211.No superseded survey control is available for this station.
 DI6211
 DI6211_MARKER: DD = SURVEY DISK
 DI6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6211_STAMPING: 63669 2006
 DI6211_MARK LOGO: MIDT
 DI6211_PROJECTION: FLUSH
 DI6211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6211+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 DI6211
 DI6211  HISTORY     - Date     Condition        Report By
 DI6211  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6211  HISTORY     - 20130429 GOOD             SPALD
 DI6211
 DI6211                          STATION DESCRIPTION
 DI6211
 DI6211'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6211'THE STATION IS LOCATED 2.9 MI (4.67 KM) EAST SOUTHEAST OF KEEGO
 DI6211'HARBOR, 2.5 MI (4.02 KM) NORTHWEST OF BLOOMFIELD HILLS, 3.9 MI (6.28
 DI6211'KM) SOUTHWEST OF AUBURN HILLS, IN THE NORTHEAST QUADRANT OF THE
 DI6211'INTERSECTION OF FRANKLIN ROAD WITH SOUTH TELEGRAPH ROAD (M-24).
 DI6211'
 DI6211'TO REACH THE STATION FROM THE JUNCTION OF FRANKLIN ROAD WITH SOUTH
 DI6211'TELEGRAPH ROAD (M-24) GO SOUTHEAST ON TELEGRAPH ROAD 175 FT (53.3 M)
 DI6211'TO THE STATION ON THE LEFT.
 DI6211'
 DI6211'THE STATION IS A 4 INCH (10 CM) HEIGHT MODERNIZATION STATION DISK
 DI6211'STAMPED 63669 2006 SET IN A 16 INCH (41 CM) DIAMETER CONCRETE POST
 DI6211'FLUSH WITH THE GROUND.  THE STATION IS 175 FT (53.3 M) EAST SOUTHEAST
 DI6211'OF THE CENTERLINE OF FRANKLIN ROAD, 126.5 FT (38.6 M) WEST OF THE
 DI6211'SOUTHEAST CORNER OF A BUILDING WITH ADDRESS 2709, 87.1 FT (26.5 M)
 DI6211'WEST NORTHWEST OF A POWER POLE, 4.27 FT (1.3 M) NORTHEAST OF THE BACK
 DI6211'OF A CURB, AND 11 INCH (28 CM) WEST OF A CARSONITE WITNESS POST.
 DI6211
 DI6211                          STATION RECOVERY (2013)
 DI6211
 DI6211'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6212 ***********************************************************************
 DI6212  DESIGNATION -  63670
 DI6212  PID         -  DI6212
 DI6212  STATE/COUNTY-  MI/OAKLAND
 DI6212  COUNTRY     -  US
 DI6212  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6212
 DI6212                         *CURRENT SURVEY CONTROL
 DI6212  ______________________________________________________________________
 DI6212* NAD 83(1986) POSITION- 42 34 53.61   (N) 083 16 50.21   (W)   HD_HELD1
 DI6212* NAVD 88 ORTHO HEIGHT -   282.300 (meters)      926.18  (feet) ADJUSTED
 DI6212  ______________________________________________________________________
 DI6212  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 DI6212  DYNAMIC HEIGHT  -        282.219 (meters)      925.91  (feet) COMP
 DI6212  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 DI6212
 DI6212  VERT ORDER      -  SECOND    CLASS I
 DI6212
 DI6212.The horizontal coordinates were determined by differentially corrected
 DI6212.hand held GPS observations or other comparable positioning techniques
 DI6212.and have an estimated accuracy of +/- 3 meters.
 DI6212
 DI6212.The orthometric height was determined by differential leveling and
 DI6212.adjusted by the NATIONAL GEODETIC SURVEY
 DI6212.in July 2007.
 DI6212
 DI6212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6212.GEOID18 height accuracy estimate available here.
 DI6212
 DI6212.Click photographs - Photos may exist for this station.
 DI6212
 DI6212.The dynamic height is computed by dividing the NAVD 88
 DI6212.geopotential number by the normal gravity value computed on the
 DI6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6212.degrees latitude (g = 980.6199 gals.).
 DI6212
 DI6212.The modeled gravity was interpolated from observed gravity values.
 DI6212
 DI6212;                    North         East    Units  Estimated Accuracy
 DI6212;SPC MI S     -   120,711.6   4,089,146.8     MT  (+/- 3 meters HH1 GPS) 
 DI6212
 DI6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1285016870(NAD 83)
 DI6212
 DI6212                          SUPERSEDED SURVEY CONTROL
 DI6212
 DI6212.No superseded survey control is available for this station.
 DI6212
 DI6212_MARKER: DD = SURVEY DISK
 DI6212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6212_STAMPING: 63670 2006
 DI6212_MARK LOGO: MIDT
 DI6212_PROJECTION: FLUSH
 DI6212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6212+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2020
 DI6212
 DI6212  HISTORY     - Date     Condition        Report By
 DI6212  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6212  HISTORY     - 20130429 GOOD             SPALD
 DI6212  HISTORY     - 20200723 GOOD             MIDT
 DI6212
 DI6212                          STATION DESCRIPTION
 DI6212
 DI6212'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6212'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) WEST OF BLOOMFIELD
 DI6212'HILLS, 4.3 MILES (6.92 KILOMETERS) NORTHWEST OF BIRMINGHAM. AND 4.3
 DI6212'MILES (6.92 KILOMETERS) NORTH-NORTHEAST OF FRANKLIN, IN THE NORTHEAST
 DI6212'QUADRANT OF THE INTERSECTION OF WEST LONG LAKE ROAD WITH STATE HIGHWAY
 DI6212'M-24 (TELEGRAPH ROAD).
 DI6212'
 DI6212'TO REACH THE STATION FROM THE JUNCTION OF WEST LONG LAKE ROAD WITH
 DI6212'STATE HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY
 DI6212'(TELEGRAPH ROAD) FOR 16.8 METERS (55.0 FEET) TO THE STATION ON THE
 DI6212'RIGHT.
 DI6212'
 DI6212'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6212'DISK STAMPED 63670 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6212'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 16.8 METERS (55.0
 DI6212'FEET) NORTH OF THE CENTERLINE OF LONG LAKE ROAD, 8.8 METERS (28.8
 DI6212'FEET) NORTH OF THE CENTERLINE OF A CATCH BASIN, 7.9 METERS (25.8 FEET)
 DI6212'SOUTH OF THE CENTER OF THE SOUTHERLY DRIVE TO MOBIL MART
 DI6212'ADDRESS--3975--, 3.7 METERS (12.0 FT) EAST OF THE BACK OF A CURB, AND
 DI6212'1.0 METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6212
 DI6212                          STATION RECOVERY (2013)
 DI6212
 DI6212'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6212'RECOVERED IN GOOD CONDITION.
 DI6212
 DI6212                          STATION RECOVERY (2020)
 DI6212
 DI6212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6212'THE MARK IS IMMEDIATELY WEST OF DECORATIVE BLOCKS LINING THE WEST SIDE
 DI6212'OF THE SIDEWALK AND 5 FT (1.5 M) EAST OF AN I-75 ARROW SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6213 ***********************************************************************
 DI6213  DESIGNATION -  63671
 DI6213  PID         -  DI6213
 DI6213  STATE/COUNTY-  MI/OAKLAND
 DI6213  COUNTRY     -  US
 DI6213  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6213
 DI6213                         *CURRENT SURVEY CONTROL
 DI6213  ______________________________________________________________________
 DI6213* NAD 83(1986) POSITION- 42 33 42.     (N) 083 17 03.     (W)   SCALED
 DI6213* NAVD 88 ORTHO HEIGHT -   264.156 (meters)      866.65  (feet) ADJUSTED
 DI6213  ______________________________________________________________________
 DI6213  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 DI6213  DYNAMIC HEIGHT  -        264.080 (meters)      866.40  (feet) COMP
 DI6213  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 DI6213
 DI6213  VERT ORDER      -  SECOND    CLASS I
 DI6213
 DI6213.The horizontal coordinates were scaled from a map and have
 DI6213.an estimated accuracy of +/- 6 seconds.
 DI6213
 DI6213.The orthometric height was determined by differential leveling and
 DI6213.adjusted by the NATIONAL GEODETIC SURVEY
 DI6213.in July 2007.
 DI6213
 DI6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6213.GEOID18 height accuracy estimate available here.
 DI6213
 DI6213.Click photographs - Photos may exist for this station.
 DI6213
 DI6213.The dynamic height is computed by dividing the NAVD 88
 DI6213.geopotential number by the normal gravity value computed on the
 DI6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6213.degrees latitude (g = 980.6199 gals.).
 DI6213
 DI6213.The modeled gravity was interpolated from observed gravity values.
 DI6213
 DI6213;                    North         East    Units  Estimated Accuracy
 DI6213;SPC MI S     -   118,500.    4,088,880.      MT  (+/- 180 meters Scaled)
 DI6213
 DI6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH124146(NAD 83)
 DI6213
 DI6213                          SUPERSEDED SURVEY CONTROL
 DI6213
 DI6213.No superseded survey control is available for this station.
 DI6213
 DI6213_MARKER: DD = SURVEY DISK
 DI6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6213_STAMPING: 63671 2006
 DI6213_MARK LOGO: MIDT
 DI6213_PROJECTION: FLUSH
 DI6213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6213+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 DI6213
 DI6213  HISTORY     - Date     Condition        Report By
 DI6213  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6213
 DI6213                          STATION DESCRIPTION
 DI6213
 DI6213'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6213'THE STATION IS LOCATED 3.1 MILES (4.99 KILOMETERS) NORTH-NORTHEAST OF
 DI6213'FRANKLIN, 4.2 MILES (6.76 KILOMETERS) NORTHEAST OF WEST BLOOMFIELD,
 DI6213'AND 2.5 MILES (4.02 KILOMETERS) SOUTHWEST OF BLOOMFIELD HILLS, IN THE
 DI6213'NORTHEAST QUADRANT OF THE INTERSECTION OF ROLLING HILLS DRIVE WITH
 DI6213'STATE HIGHWAY M-24 (TELEGRAPH ROAD).
 DI6213'
 DI6213'TO REACH THE STATION FROM THE JUNCTION OF QUARTON ROAD WITH STATE
 DI6213'HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY M-24
 DI6213'(TELEGRAPH ROAD) FOR 0.4 MILES (0.6 KILOMETERS) TO THE STATION ON THE
 DI6213'RIGHT.
 DI6213'
 DI6213'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6213'DISK STAMPED 63671 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6213'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.4 METERS (44.0
 DI6213'FEET) NORTH OF THE EXTENDED CENTERLINE OF ROLLING HILLS DRIVE, 7.9
 DI6213'METERS (26.0 FEET) WEST-SOUTHWEST OF A POWER POLE, 5.5 METERS (18.1
 DI6213'FEET) EAST-NORTHEAST OF A CATCH BASIN, 5.5 METERS (18.0 FEET)
 DI6213'EAST-SOUTHEAST OF A CATCH BASIN, 4.6 METERS (15.2 FEET) EAST OF THE
 DI6213'BACK OF A CURB, AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE
 DI6213'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6214 ***********************************************************************
 DI6214  DESIGNATION -  63672
 DI6214  PID         -  DI6214
 DI6214  STATE/COUNTY-  MI/OAKLAND
 DI6214  COUNTRY     -  US
 DI6214  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6214
 DI6214                         *CURRENT SURVEY CONTROL
 DI6214  ______________________________________________________________________
 DI6214* NAD 83(2011) POSITION- 42 32 22.98083(N) 083 17 04.26918(W)   ADJUSTED
 DI6214* NAD 83(2011) ELLIP HT-   217.326 (meters)        (06/27/12)   ADJUSTED
 DI6214* NAD 83(2011) EPOCH   -  2010.00
 DI6214* NAVD 88 ORTHO HEIGHT -   251.462 (meters)      825.00  (feet) ADJUSTED
 DI6214  ______________________________________________________________________
 DI6214  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 DI6214  NAD 83(2011) X  -    550,412.926 (meters)                     COMP
 DI6214  NAD 83(2011) Y  - -4,674,541.659 (meters)                     COMP
 DI6214  NAD 83(2011) Z  -  4,290,113.416 (meters)                     COMP
 DI6214  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 DI6214  DYNAMIC HEIGHT  -        251.391 (meters)      824.77  (feet) COMP
 DI6214  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 DI6214
 DI6214  VERT ORDER      -  SECOND    CLASS I
 DI6214
 DI6214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6214  Standards:
 DI6214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6214  -------------------------------------------------------------------
 DI6214  NETWORK    0.25   0.41           0.11   0.09   0.21      0.02409041
 DI6214  -------------------------------------------------------------------
 DI6214  Click here for local accuracies and other accuracy information.
 DI6214
 DI6214.The horizontal coordinates were established by GPS observations
 DI6214.and adjusted by the National Geodetic Survey in June 2012.
 DI6214
 DI6214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6214.been affixed to the stable North American tectonic plate. See 
 DI6214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6214
 DI6214.The horizontal coordinates are valid at the epoch date displayed above
 DI6214.which is a decimal equivalence of Year/Month/Day.
 DI6214
 DI6214.The orthometric height was determined by differential leveling and
 DI6214.adjusted by the NATIONAL GEODETIC SURVEY
 DI6214.in July 2007.
 DI6214
 DI6214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6214.GEOID18 height accuracy estimate available here.
 DI6214
 DI6214.Click photographs - Photos may exist for this station.
 DI6214
 DI6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6214
 DI6214.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6214
 DI6214.The ellipsoidal height was determined by GPS observations
 DI6214.and is referenced to NAD 83.
 DI6214
 DI6214.The dynamic height is computed by dividing the NAVD 88
 DI6214.geopotential number by the normal gravity value computed on the
 DI6214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6214.degrees latitude (g = 980.6199 gals.).
 DI6214
 DI6214.The modeled gravity was interpolated from observed gravity values.
 DI6214
 DI6214. The following values were computed from the NAD 83(2011) position.
 DI6214
 DI6214;                    North         East     Units Scale Factor Converg.
 DI6214;SPC MI S     -   116,060.276 4,088,886.014   MT  0.99992494   +0 44 11.2
 DI6214;SPC MI S     -   380,775.18 13,414,980.36   iFT  0.99992494   +0 44 11.2
 DI6214;UTM  17      - 4,712,232.485   312,404.383   MT  1.00003300   -1 32 42.1
 DI6214
 DI6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6214!SPC MI S     -   0.99996592  x   0.99992494  =   0.99989086
 DI6214!UTM  17      -   0.99996592  x   1.00003300  =   0.99999892
 DI6214
 DI6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1240412232(NAD 83)
 DI6214
 DI6214                          SUPERSEDED SURVEY CONTROL
 DI6214
 DI6214  NAD 83(2007)-  42 32 22.98091(N)    083 17 04.27006(W) AD(2002.00) 1
 DI6214  ELLIP H (06/10/07)  217.336  (m)                       GP(2002.00) 4 1
 DI6214  NAVD 88             251.46   (m)          825.0    (f) LEVELING    3  
 DI6214
 DI6214.Superseded values are not recommended for survey control.
 DI6214
 DI6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6214.See file dsdata.pdf to determine how the superseded data were derived.
 DI6214
 DI6214_MARKER: DD = SURVEY DISK
 DI6214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6214_STAMPING: 63672 2006
 DI6214_MARK LOGO: MIDT
 DI6214_PROJECTION: FLUSH
 DI6214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6214+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DI6214
 DI6214  HISTORY     - Date     Condition        Report By
 DI6214  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6214  HISTORY     - 20200625 GOOD             MIDT
 DI6214
 DI6214                          STATION DESCRIPTION
 DI6214
 DI6214'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6214'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) NORTHEAST OF
 DI6214'FRANKLIN, 3.8 MILES (6.12 KILOMETERS) WEST OF BIRMINGHAM, AND 3.9
 DI6214'MILES (6.28 KILOMETERS) EAST-SOUTHEAST OF WEST BLOOMFIELD, IN THE
 DI6214'NORTHEAST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-24
 DI6214'(TELEGRAPH ROAD) WITH FAIRLANE DRIVE.
 DI6214'
 DI6214'TO REACH THE STATION FROM THE JUNCTION OF SAXON DRIVE WITH STATE
 DI6214'HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY M-24
 DI6214'(TELEGRAPH ROAD) FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE
 DI6214'RIGHT.
 DI6214'
 DI6214'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6214'DISK STAMPED 63672 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6214'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.2 METERS (69.7
 DI6214'FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF FIFTH THIRD BANK
 DI6214'ADDRESS--6801--, 15.7 METERS (51.4 FEET) NORTH OF THE CENTERLINE OF
 DI6214'FAIRLANE DRIVE, 4.0 METERS (13.1 FEET) SOUTHEAST OF THE CENTER OF A
 DI6214'CATCH BASIN, 3.0 METERS (9.8 FEET) EAST OF THE BACK OF A CURB, AND 11
 DI6214'INCHES  (28 CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6214
 DI6214                          STATION RECOVERY (2020)
 DI6214
 DI6214'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6215 ***********************************************************************
 DI6215  DESIGNATION -  63673
 DI6215  PID         -  DI6215
 DI6215  STATE/COUNTY-  MI/OAKLAND
 DI6215  COUNTRY     -  US
 DI6215  USGS QUAD   -  PONTIAC SOUTH (2017)
 DI6215
 DI6215                         *CURRENT SURVEY CONTROL
 DI6215  ______________________________________________________________________
 DI6215* NAD 83(1986) POSITION- 42 31 00.     (N) 083 17 07.     (W)   SCALED
 DI6215* NAVD 88 ORTHO HEIGHT -   225.212 (meters)      738.88  (feet) ADJUSTED
 DI6215  ______________________________________________________________________
 DI6215  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 DI6215  DYNAMIC HEIGHT  -        225.149 (meters)      738.68  (feet) COMP
 DI6215  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DI6215
 DI6215  VERT ORDER      -  SECOND    CLASS I
 DI6215
 DI6215.The horizontal coordinates were scaled from a map and have
 DI6215.an estimated accuracy of +/- 6 seconds.
 DI6215
 DI6215.The orthometric height was determined by differential leveling and
 DI6215.adjusted by the NATIONAL GEODETIC SURVEY
 DI6215.in July 2007.
 DI6215
 DI6215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6215.GEOID18 height accuracy estimate available here.
 DI6215
 DI6215.Click photographs - Photos may exist for this station.
 DI6215
 DI6215.The dynamic height is computed by dividing the NAVD 88
 DI6215.geopotential number by the normal gravity value computed on the
 DI6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6215.degrees latitude (g = 980.6199 gals.).
 DI6215
 DI6215.The modeled gravity was interpolated from observed gravity values.
 DI6215
 DI6215;                    North         East    Units  Estimated Accuracy
 DI6215;SPC MI S     -   113,500.    4,088,860.      MT  (+/- 180 meters Scaled)
 DI6215
 DI6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH122096(NAD 83)
 DI6215
 DI6215                          SUPERSEDED SURVEY CONTROL
 DI6215
 DI6215.No superseded survey control is available for this station.
 DI6215
 DI6215_MARKER: DD = SURVEY DISK
 DI6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6215_STAMPING: 63673 2006
 DI6215_MARK LOGO: MIDT
 DI6215_PROJECTION: FLUSH
 DI6215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6215+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 DI6215
 DI6215  HISTORY     - Date     Condition        Report By
 DI6215  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6215
 DI6215                          STATION DESCRIPTION
 DI6215
 DI6215'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6215'THE STATION IS LOCATED 1.1 MILES (1.77 KILOMETERS) SOUTHEAST OF
 DI6215'FRANKLIN, 4.3 MILES (6.92 KILOMETERS) SOUTHEAST OF WEST BLOOMFIELD,
 DI6215'AND 4.4 MILES (7.08 KILOMETERS) SOUTHWEST OF BIRMINGHAM, LOCATED EAST
 DI6215'OF STATE HIGHWAY M-24 (TELEGRAPH ROAD) AND BETWEEN EXTENDED RIVERWOOD
 DI6215'DRIVE AND EXTENDED EAST FRANKLIN PARK DRIVE.
 DI6215'
 DI6215'TO REACH THE STATION FROM THE JUNCTION OF 13 MILE ROAD WITH STATE
 DI6215'HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY M-24
 DI6215'(TELEGRAPH ROAD) FOR 0.1 MILES (0.16 KILOMETERS) TO THE STATION ON THE
 DI6215'RIGHT.
 DI6215'
 DI6215'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6215'DISK STAMPED 63673 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6215'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 160 METERS (525.0
 DI6215'FEET) NORTH OF 13 MILE ROAD, 28.0 METERS (92.0 FEET) SOUTH OF THE
 DI6215'CENTER OF THE DRIVE INTO JAMESTOWNE ADDRESSES--31100 AND 31000--, 7.3
 DI6215'METERS (24.0 FEET) WEST OF THE WEST EDGE OF THE JAMESTOWNE PARKING
 DI6215'LOT, 4.4 METERS (14.5 FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 DI6215'A BRICK COLUMN, 4.3 METERS (14.0 FEET) EAST OF THE BACK OF THE CURB OF
 DI6215'NORTHBOUND STATE HIGHWAY M-24, AND 1.0 METER (3.25 FEET) EAST OF A
 DI6215'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6216 ***********************************************************************
 DI6216  DESIGNATION -  63674
 DI6216  PID         -  DI6216
 DI6216  STATE/COUNTY-  MI/OAKLAND
 DI6216  COUNTRY     -  US
 DI6216  USGS QUAD   -  REDFORD (2017)
 DI6216
 DI6216                         *CURRENT SURVEY CONTROL
 DI6216  ______________________________________________________________________
 DI6216* NAD 83(1986) POSITION- 42 29 38.     (N) 083 17 04.     (W)   SCALED
 DI6216* NAVD 88 ORTHO HEIGHT -   212.203 (meters)      696.20  (feet) ADJUSTED
 DI6216  ______________________________________________________________________
 DI6216  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 DI6216  DYNAMIC HEIGHT  -        212.143 (meters)      696.01  (feet) COMP
 DI6216  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 DI6216
 DI6216  VERT ORDER      -  SECOND    CLASS I
 DI6216
 DI6216.The horizontal coordinates were scaled from a map and have
 DI6216.an estimated accuracy of +/- 6 seconds.
 DI6216
 DI6216.The orthometric height was determined by differential leveling and
 DI6216.adjusted by the NATIONAL GEODETIC SURVEY
 DI6216.in July 2007.
 DI6216
 DI6216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6216.GEOID18 height accuracy estimate available here.
 DI6216
 DI6216.Click photographs - Photos may exist for this station.
 DI6216
 DI6216.The dynamic height is computed by dividing the NAVD 88
 DI6216.geopotential number by the normal gravity value computed on the
 DI6216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6216.degrees latitude (g = 980.6199 gals.).
 DI6216
 DI6216.The modeled gravity was interpolated from observed gravity values.
 DI6216
 DI6216;                    North         East    Units  Estimated Accuracy
 DI6216;SPC MI S     -   110,970.    4,088,960.      MT  (+/- 180 meters Scaled)
 DI6216
 DI6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH122071(NAD 83)
 DI6216
 DI6216                          SUPERSEDED SURVEY CONTROL
 DI6216
 DI6216.No superseded survey control is available for this station.
 DI6216
 DI6216_MARKER: DD = SURVEY DISK
 DI6216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6216_STAMPING: 63674 2006
 DI6216_MARK LOGO: MIDT
 DI6216_PROJECTION: FLUSH
 DI6216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6216+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 DI6216
 DI6216  HISTORY     - Date     Condition        Report By
 DI6216  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6216
 DI6216                          STATION DESCRIPTION
 DI6216
 DI6216'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6216'THE STATION IS LOCATED 2.2 MILES (3.54 KILOMETERS) SOUTHEAST OF
 DI6216'FRANKLIN, 5.2 MILES (8.37 KILOMETERS) SOUTHWEST OF BIRMINGHAM, AND 3.5
 DI6216'MILES (5.63 KILOMETERS) NORTHWEST OF SOUTHFIELD, LOCATED EAST OF STATE
 DI6216'HIGHWAY M-24 (TELEGRAPH ROAD) AND BETWEEN THE NORTHBOUND STATE HIGHWAY
 DI6216'M-24 ON RAMP FROM STATE HIGHWAY M-10 AND NORTHWESTERN HIGHWAY.
 DI6216'
 DI6216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-10 WITH
 DI6216'STATE HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY
 DI6216'(TELEGRAPH ROAD) ON RAMP FROM STATE HIGHWAY M-10 TO THE STATION ON THE
 DI6216'RIGHT.
 DI6216'
 DI6216'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6216'DISK STAMPED 63674 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6216'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 762.0 METERS
 DI6216'(2500.0 FEET) SOUTH OF 12 MILE ROAD, 25.3 METERS (83.0 FEET)
 DI6216'NORTH-NORTHEAST OF THE CENTER OF A CATCH BASIN, 22.6 METERS (74.1
 DI6216'FEET) WEST OF THE EDGE OF THE METAL OF NORTHERN HIGHWAY, 2.8 METERS
 DI6216'(9.2 FEET) EAST OF THE BACK OF A CURB OF THE NORTHBOUND STATE HIGHWAY
 DI6216'M-24, 1.0 METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST, AND
 DI6216'LOCATED IN FRONT OF THE SAAB CAR DEALERSHIP ADDRESS 28000.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6217 ***********************************************************************
 DI6217  DESIGNATION -  63675
 DI6217  PID         -  DI6217
 DI6217  STATE/COUNTY-  MI/OAKLAND
 DI6217  COUNTRY     -  US
 DI6217  USGS QUAD   -  REDFORD (2017)
 DI6217
 DI6217                         *CURRENT SURVEY CONTROL
 DI6217  ______________________________________________________________________
 DI6217* NAD 83(1986) POSITION- 42 28 24.     (N) 083 16 56.     (W)   SCALED
 DI6217* NAVD 88 ORTHO HEIGHT -   205.697 (meters)      674.86  (feet) ADJUSTED
 DI6217  ______________________________________________________________________
 DI6217  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 DI6217  DYNAMIC HEIGHT  -        205.639 (meters)      674.67  (feet) COMP
 DI6217  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 DI6217
 DI6217  VERT ORDER      -  SECOND    CLASS I
 DI6217
 DI6217.The horizontal coordinates were scaled from a map and have
 DI6217.an estimated accuracy of +/- 6 seconds.
 DI6217
 DI6217.The orthometric height was determined by differential leveling and
 DI6217.adjusted by the NATIONAL GEODETIC SURVEY
 DI6217.in July 2007.
 DI6217
 DI6217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6217.GEOID18 height accuracy estimate available here.
 DI6217
 DI6217.Click photographs - Photos may exist for this station.
 DI6217
 DI6217.The dynamic height is computed by dividing the NAVD 88
 DI6217.geopotential number by the normal gravity value computed on the
 DI6217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6217.degrees latitude (g = 980.6199 gals.).
 DI6217
 DI6217.The modeled gravity was interpolated from observed gravity values.
 DI6217
 DI6217;                    North         East    Units  Estimated Accuracy
 DI6217;SPC MI S     -   108,690.    4,089,170.      MT  (+/- 180 meters Scaled)
 DI6217
 DI6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH123048(NAD 83)
 DI6217
 DI6217                          SUPERSEDED SURVEY CONTROL
 DI6217
 DI6217.No superseded survey control is available for this station.
 DI6217
 DI6217_MARKER: DD = SURVEY DISK
 DI6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6217_STAMPING: 63675 2006
 DI6217_MARK LOGO: MIDT
 DI6217_PROJECTION: FLUSH
 DI6217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6217+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 DI6217
 DI6217  HISTORY     - Date     Condition        Report By
 DI6217  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6217  HISTORY     - 20220909 GOOD             SPALD
 DI6217
 DI6217                          STATION DESCRIPTION
 DI6217
 DI6217'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6217'THE STATION IS LOCATED 3.12 MILES (5.02 KILOMETERS) WEST OF
 DI6217'SOUTHFIELD, 3.6 MILES (5.79 KILOMETERS) SOUTH-SOUTHEAST OF FRANKLIN,
 DI6217'AND 6.3 MILES (10.14 KILOMETERS) SOUTHWEST OF BIRMINGHAM, LOCATED EAST
 DI6217'OF STATE HIGHWAY M-24 (TELEGRAPH ROAD) AND BETWEEN FRANKLIN ROAD (10
 DI6217'1/2 MI ROAD) AND 10 MILE ROAD.
 DI6217'
 DI6217'TO REACH THE STATION FROM THE JUNCTION OF 10 MILE ROAD WITH STATE
 DI6217'HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE HIGHWAY (TELEGRAPH
 DI6217'ROAD) FOR 0.1 MILES (0.16 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6217'
 DI6217'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6217'DISK STAMPED 63675 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6217'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 243.8 METERS
 DI6217'(800.0 FEET) SOUTH OF EXTENDED GRODAN DRIVE, 16.9 METERS (55.4 FEET)
 DI6217'SOUTH OF THE CENTER OF THE DRIVE FOR GIFFELS ADDRESS--25200--, 8.2
 DI6217'METERS (27.0 FEET) SOUTH-SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 6.9
 DI6217'METERS (22.8 FEET) NORTH-NORTHEAST OF THE CENTER OF A CATCH BASIN, 1.2
 DI6217'METERS (3.8 FEET) EAST OF THE EDGE OF A WALK, AND 1.0 METER (3.25
 DI6217'FEET) WEST OF A CARSONITE WITNESS POST.
 DI6217
 DI6217                          STATION RECOVERY (2022)
 DI6217
 DI6217'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2022 (JM)
 DI6217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6218 ***********************************************************************
 DI6218  DESIGNATION -  63676
 DI6218  PID         -  DI6218
 DI6218  STATE/COUNTY-  MI/OAKLAND
 DI6218  COUNTRY     -  US
 DI6218  USGS QUAD   -  REDFORD (2017)
 DI6218
 DI6218                         *CURRENT SURVEY CONTROL
 DI6218  ______________________________________________________________________
 DI6218* NAD 83(1986) POSITION- 42 27 19.     (N) 083 16 41.     (W)   SCALED
 DI6218* NAVD 88 ORTHO HEIGHT -   202.551 (meters)      664.54  (feet) ADJUSTED
 DI6218  ______________________________________________________________________
 DI6218  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 DI6218  DYNAMIC HEIGHT  -        202.495 (meters)      664.35  (feet) COMP
 DI6218  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 DI6218
 DI6218  VERT ORDER      -  SECOND    CLASS I
 DI6218
 DI6218.The horizontal coordinates were scaled from a map and have
 DI6218.an estimated accuracy of +/- 6 seconds.
 DI6218
 DI6218.The orthometric height was determined by differential leveling and
 DI6218.adjusted by the NATIONAL GEODETIC SURVEY
 DI6218.in July 2007.
 DI6218
 DI6218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6218.GEOID18 height accuracy estimate available here.
 DI6218
 DI6218.Click photographs - Photos may exist for this station.
 DI6218
 DI6218.The dynamic height is computed by dividing the NAVD 88
 DI6218.geopotential number by the normal gravity value computed on the
 DI6218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6218.degrees latitude (g = 980.6199 gals.).
 DI6218
 DI6218.The modeled gravity was interpolated from observed gravity values.
 DI6218
 DI6218;                    North         East    Units  Estimated Accuracy
 DI6218;SPC MI S     -   106,690.    4,089,540.      MT  (+/- 180 meters Scaled)
 DI6218
 DI6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH126028(NAD 83)
 DI6218
 DI6218                          SUPERSEDED SURVEY CONTROL
 DI6218
 DI6218.No superseded survey control is available for this station.
 DI6218
 DI6218_MARKER: DD = SURVEY DISK
 DI6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6218_STAMPING: 63676 2006
 DI6218_MARK LOGO: MIDT
 DI6218_PROJECTION: FLUSH
 DI6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6218+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 DI6218
 DI6218  HISTORY     - Date     Condition        Report By
 DI6218  HISTORY     - 20060531 MONUMENTED       MIDT
 DI6218  HISTORY     - 20220909 GOOD             SPALD
 DI6218
 DI6218                          STATION DESCRIPTION
 DI6218
 DI6218'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6218'THE STATION IS LOCATED 5.0 MILES (8.05 KILOMETERS) NORTH-NORTHEAST OF
 DI6218'REDFORD, 3.2 MILES (5.15 KILOMETERS) SOUTHWEST OF SOUTHFIELD, AND 5.0
 DI6218'MILES (8.05 KILOMETERS) EAST OF FARMINGTON, IN THE SOUTHEAST QUADRANT
 DI6218'OF THE INTERSECTION OF SARGENT AVENUE WITH STATE HIGHWAY M-24
 DI6218'(TELEGRAPH ROAD).
 DI6218'
 DI6218'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M--102 (8 MILE
 DI6218'ROAD) WITH STATE HIGHWAY M-24 (TELEGRAPH ROAD), GO NORTH ON STATE
 DI6218'HIGHWAY M-24 (TELEGRAPH ROAD) FOR 0.9 MILES (1.45 KILOMETERS) TO THE
 DI6218'STATION ON THE RIGHT.
 DI6218'
 DI6218'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6218'DISK STAMPED 63676 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6218'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6218'(150.0 FEET) SOUTH OF THE CENTERLINE OF SARGENT AVENUE, 17.5 METERS
 DI6218'(57.5 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MILSK COMPANY,
 DI6218'INC. BUILDING--22420--, 4.1 METERS (13.4 FEET) WEST OF THE EDGE OF A
 DI6218'WALK, 4.1 METERS (13.3 FEET) NORTH-NORTHWEST OF THE CENTER OF A
 DI6218'SANITARY MANHOLE, 0.6 METERS (2.0 FEET) EAST OF THE BACK OF A CURB,
 DI6218'AND 0.6 METERS (2.0 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6218
 DI6218                          STATION RECOVERY (2022)
 DI6218
 DI6218'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2022 (JM)
 DI6218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6219 ***********************************************************************
 DI6219  DESIGNATION -  63677
 DI6219  PID         -  DI6219
 DI6219  STATE/COUNTY-  MI/OAKLAND
 DI6219  COUNTRY     -  US
 DI6219  USGS QUAD   -  REDFORD (2017)
 DI6219
 DI6219                         *CURRENT SURVEY CONTROL
 DI6219  ______________________________________________________________________
 DI6219* NAD 83(1986) POSITION- 42 26 34.     (N) 083 17 28.     (W)   SCALED
 DI6219* NAVD 88 ORTHO HEIGHT -   196.020 (meters)      643.11  (feet) ADJUSTED
 DI6219  ______________________________________________________________________
 DI6219  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 DI6219  DYNAMIC HEIGHT  -        195.965 (meters)      642.93  (feet) COMP
 DI6219  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 DI6219
 DI6219  VERT ORDER      -  SECOND    CLASS I
 DI6219
 DI6219.The horizontal coordinates were scaled from a map and have
 DI6219.an estimated accuracy of +/- 6 seconds.
 DI6219
 DI6219.The orthometric height was determined by differential leveling and
 DI6219.adjusted by the NATIONAL GEODETIC SURVEY
 DI6219.in July 2007.
 DI6219
 DI6219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6219.GEOID18 height accuracy estimate available here.
 DI6219
 DI6219.Click photographs - Photos may exist for this station.
 DI6219
 DI6219.The dynamic height is computed by dividing the NAVD 88
 DI6219.geopotential number by the normal gravity value computed on the
 DI6219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6219.degrees latitude (g = 980.6199 gals.).
 DI6219
 DI6219.The modeled gravity was interpolated from observed gravity values.
 DI6219
 DI6219;                    North         East    Units  Estimated Accuracy
 DI6219;SPC MI S     -   105,290.    4,088,480.      MT  (+/- 180 meters Scaled)
 DI6219
 DI6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH115014(NAD 83)
 DI6219
 DI6219                          SUPERSEDED SURVEY CONTROL
 DI6219
 DI6219.No superseded survey control is available for this station.
 DI6219
 DI6219_MARKER: DD = SURVEY DISK
 DI6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6219_STAMPING: 63677 2006
 DI6219_MARK LOGO: MIDT
 DI6219_PROJECTION: FLUSH
 DI6219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6219+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2019
 DI6219
 DI6219  HISTORY     - Date     Condition        Report By
 DI6219  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6219  HISTORY     - 20190220 GOOD             ADVGEO
 DI6219
 DI6219                          STATION DESCRIPTION
 DI6219
 DI6219'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6219'THE STATION IS LOCATED 4.6 MILES (7.4 KILOMETERS) EAST-SOUTHEAST OF
 DI6219'FARMINGTON, 4.0 MILES (6.44 KILOMETERS) NORTH OF REDFORD, AND 4.2
 DI6219'MILES (6.76 KILOMETERS) SOUTHWEST OF SOUTHFIELD, IN THE NORTHWEST
 DI6219'QUADRANT OF THE INTERSECTION OF SHIAWASSEE ROAD WITH STATE HIGHWAY
 DI6219'M-102 (WEST 8 MILE ROAD).
 DI6219'
 DI6219'TO REACH THE STATION FROM THE JUNCTION OF SHIAWASSEE ROAD WITH STATE
 DI6219'HIGHWAY M-102 (WEST 8 MILE ROAD), GO WEST ON STATE HIGHWAY M-102 (WEST
 DI6219'8 MILE ROAD) FOR 91.4 METERS (300.0 FEET) TO THE STATION ON THE RIGHT.
 DI6219'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6219'DISK STAMPED 63677 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6219'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.2 METERS (59.7
 DI6219'FEET) EAST OF THE EXTENDED CENTERLINE OF GARFIELD STREET, 16.1 METERS
 DI6219'(52.8 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING
 DI6219'ADDRESS--25250--, 1.3 METERS (4.4 FEET) NORTH-NORTHWEST OF A CATCH
 DI6219'BASIN, 1.2 METERS (4.0 FEET) NORTH OF THE BACK OF A CURB, 0.8 METERS
 DI6219'(2.6 FEET) NORTH OF THE BACK OF A WALK, AND 11 INCHES (28 CENTIMETERS)
 DI6219'SOUTH OF A CARSONITE WITNESS POST.
 DI6219
 DI6219                          STATION RECOVERY (2019)
 DI6219
 DI6219'RECOVERY NOTE BY ADVANCED GEOMATICS 2019 (CLF)
 DI6219'RECOVERED AS DESCRIBED EXCEPT STATION IS EAST OF THE EXTENDED
 DI6219'CENTERLINE OF DALBY STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6220 ***********************************************************************
 DI6220  DESIGNATION -  63679
 DI6220  PID         -  DI6220
 DI6220  STATE/COUNTY-  MI/OAKLAND
 DI6220  COUNTRY     -  US
 DI6220  USGS QUAD   -  REDFORD (2017)
 DI6220
 DI6220                         *CURRENT SURVEY CONTROL
 DI6220  ______________________________________________________________________
 DI6220* NAD 83(2011) POSITION- 42 26 28.99948(N) 083 21 09.32147(W)   ADJUSTED
 DI6220* NAD 83(2011) ELLIP HT-   171.207 (meters)        (06/27/12)   ADJUSTED
 DI6220* NAD 83(2011) EPOCH   -  2010.00
 DI6220* NAVD 88 ORTHO HEIGHT -   205.248 (meters)      673.38  (feet) ADJUSTED
 DI6220  ______________________________________________________________________
 DI6220  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 DI6220  NAD 83(2011) X  -    545,709.107 (meters)                     COMP
 DI6220  NAD 83(2011) Y  - -4,682,486.973 (meters)                     COMP
 DI6220  NAD 83(2011) Z  -  4,282,027.840 (meters)                     COMP
 DI6220  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 DI6220  DYNAMIC HEIGHT  -        205.190 (meters)      673.19  (feet) COMP
 DI6220  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 DI6220
 DI6220  VERT ORDER      -  SECOND    CLASS I
 DI6220
 DI6220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6220  Standards:
 DI6220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6220  -------------------------------------------------------------------
 DI6220  NETWORK    0.23   0.37           0.10   0.09   0.19     -0.03984848
 DI6220  -------------------------------------------------------------------
 DI6220  Click here for local accuracies and other accuracy information.
 DI6220
 DI6220.The horizontal coordinates were established by GPS observations
 DI6220.and adjusted by the National Geodetic Survey in June 2012.
 DI6220
 DI6220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6220.been affixed to the stable North American tectonic plate. See 
 DI6220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6220
 DI6220.The horizontal coordinates are valid at the epoch date displayed above
 DI6220.which is a decimal equivalence of Year/Month/Day.
 DI6220
 DI6220.The orthometric height was determined by differential leveling and
 DI6220.adjusted by the NATIONAL GEODETIC SURVEY
 DI6220.in July 2007.
 DI6220
 DI6220.No vertical observational check was made to the station.
 DI6220
 DI6220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6220.GEOID18 height accuracy estimate available here.
 DI6220
 DI6220.Click photographs - Photos may exist for this station.
 DI6220
 DI6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6220
 DI6220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6220
 DI6220.The ellipsoidal height was determined by GPS observations
 DI6220.and is referenced to NAD 83.
 DI6220
 DI6220.The dynamic height is computed by dividing the NAVD 88
 DI6220.geopotential number by the normal gravity value computed on the
 DI6220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6220.degrees latitude (g = 980.6199 gals.).
 DI6220
 DI6220.The modeled gravity was interpolated from observed gravity values.
 DI6220
 DI6220. The following values were computed from the NAD 83(2011) position.
 DI6220
 DI6220;                    North         East     Units Scale Factor Converg.
 DI6220;SPC MI S     -   105,069.654 4,083,426.663   MT  0.99993667   +0 41 24.4
 DI6220;SPC MI S     -   344,716.71 13,397,069.10   iFT  0.99993667   +0 41 24.4
 DI6220;UTM  17      - 4,701,466.487   306,511.458   MT  1.00006064   -1 35 17.2
 DI6220
 DI6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6220!SPC MI S     -   0.99997315  x   0.99993667  =   0.99990982
 DI6220!UTM  17      -   0.99997315  x   1.00006064  =   1.00003379
 DI6220
 DI6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0651101466(NAD 83)
 DI6220
 DI6220                          SUPERSEDED SURVEY CONTROL
 DI6220
 DI6220  NAD 83(2007)-  42 26 28.99961(N)    083 21 09.32231(W) AD(2002.00) 1
 DI6220  ELLIP H (06/10/07)  171.215  (m)                       GP(2002.00) 4 1
 DI6220  NAVD 88             205.25   (m)          673.4    (f) LEVELING    3  
 DI6220
 DI6220.Superseded values are not recommended for survey control.
 DI6220
 DI6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6220.See file dsdata.pdf to determine how the superseded data were derived.
 DI6220
 DI6220_MARKER: DD = SURVEY DISK
 DI6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6220_STAMPING: 63679 2006
 DI6220_MARK LOGO: MIDT
 DI6220_PROJECTION: FLUSH
 DI6220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6220+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 DI6220
 DI6220  HISTORY     - Date     Condition        Report By
 DI6220  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6220  HISTORY     - 20200812 GOOD             MIDT
 DI6220
 DI6220                          STATION DESCRIPTION
 DI6220
 DI6220'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6220'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) SOUTHEAST OF
 DI6220'FARMINGTON, 7.0 MILES (11.27 KILOMETERS) SOUTHWEST OF SOUTHFIELD, AND
 DI6220'5.0 MILES (8.05 KILOMETERS) NORTHWEST OF REDFORD, IN THE NORTHWEST
 DI6220'QUADRANT OF THE INTERSECTION OF RANDAL STREET WITH 8 MILE ROAD.
 DI6220'
 DI6220'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH STATE
 DI6220'HIGHWAY M-24 (TELEGRAPH ROAD), GO WEST ON 8 MILE ROAD FOR 3.8 MILES
 DI6220'(6.12 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6220'
 DI6220'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6220'DISK STAMPED 63679 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6220'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.7 METERS (64.7
 DI6220'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING
 DI6220'ADDRESS--30990--, 3.7 METERS (12.3 FEET) NORTHWEST OF THE CENTER OF A
 DI6220'CATCH BASIN, 1.9 METERS (6.2 FEET) WEST OF THE BACK OF A CURB, 1.5
 DI6220'METERS (4.8 FEET) NORTH OF THE NORTH EDGE OF A WALK, AND 1.0 METER
 DI6220'(3.25 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6220
 DI6220                          STATION RECOVERY (2020)
 DI6220
 DI6220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6221 ***********************************************************************
 DI6221  DESIGNATION -  63680
 DI6221  PID         -  DI6221
 DI6221  STATE/COUNTY-  MI/OAKLAND
 DI6221  COUNTRY     -  US
 DI6221  USGS QUAD   -  NORTHVILLE (2017)
 DI6221
 DI6221                         *CURRENT SURVEY CONTROL
 DI6221  ______________________________________________________________________
 DI6221* NAD 83(1986) POSITION- 42 26 25.     (N) 083 22 57.     (W)   SCALED
 DI6221* NAVD 88 ORTHO HEIGHT -   215.012 (meters)      705.42  (feet) ADJUSTED
 DI6221  ______________________________________________________________________
 DI6221  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 DI6221  DYNAMIC HEIGHT  -        214.952 (meters)      705.22  (feet) COMP
 DI6221  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DI6221
 DI6221  VERT ORDER      -  SECOND    CLASS I
 DI6221
 DI6221.The horizontal coordinates were scaled from a map and have
 DI6221.an estimated accuracy of +/- 6 seconds.
 DI6221
 DI6221.The orthometric height was determined by differential leveling and
 DI6221.adjusted by the NATIONAL GEODETIC SURVEY
 DI6221.in July 2007.
 DI6221
 DI6221.No vertical observational check was made to the station.
 DI6221
 DI6221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6221.GEOID18 height accuracy estimate available here.
 DI6221
 DI6221.Click photographs - Photos may exist for this station.
 DI6221
 DI6221.The dynamic height is computed by dividing the NAVD 88
 DI6221.geopotential number by the normal gravity value computed on the
 DI6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6221.degrees latitude (g = 980.6199 gals.).
 DI6221
 DI6221.The modeled gravity was interpolated from observed gravity values.
 DI6221
 DI6221;                    North         East    Units  Estimated Accuracy
 DI6221;SPC MI S     -   104,920.    4,080,970.      MT  (+/- 180 meters Scaled)
 DI6221
 DI6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH040014(NAD 83)
 DI6221
 DI6221                          SUPERSEDED SURVEY CONTROL
 DI6221
 DI6221.No superseded survey control is available for this station.
 DI6221
 DI6221_MARKER: DD = SURVEY DISK
 DI6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6221_STAMPING: 63680 2006
 DI6221_MARK LOGO: MIDT
 DI6221_PROJECTION: FLUSH
 DI6221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6221+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DI6221
 DI6221  HISTORY     - Date     Condition        Report By
 DI6221  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6221  HISTORY     - 20121218 GOOD             GEOCAC
 DI6221
 DI6221                          STATION DESCRIPTION
 DI6221
 DI6221'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6221'THE STATION IS LOCATED 1.1 MILES (1.77 KILOMETERS) SOUTH-SOUTHWEST OF
 DI6221'FARMINGTON, 5.2 MILES (8.37 KILOMETERS) NORTH-NORTHWEST OF LIVONIA,
 DI6221'AND 6.6 MILES (10.62 KILOMETERS) NORTHEAST OF PLYMOUTH, IN THE
 DI6221'NORTHEAST QUADRANT OF THE INTERSECTION OF CASS STREET WITH 8 MILE
 DI6221'ROAD.
 DI6221'
 DI6221'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH INTERSTATE
 DI6221'HIGHWAY-96, GO EAST ON 8 MILE ROAD FOR 2.5 MILES (4.02 KILOMETERS) TO
 DI6221'THE STATION ON THE LEFT.
 DI6221'
 DI6221'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6221'DISK STAMPED 63680 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6221'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 15.3 METERS (50.3
 DI6221'FEET) EAST OF THE CENTERLINE OF CASS STREET, 4.0 METERS (13.0 FEET)
 DI6221'WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--34034--, 3.8 METERS
 DI6221'(12.5 FEET) EAST-SOUTHEAST OF THE CENTER OF A MANHOLE, 2.5 METERS (8.2
 DI6221'FEET) NORTH OF THE BACK OF A CURB, AND 1.0 METER (3.25 FEET) SOUTH OF
 DI6221'A CARSONITE WITNESS POST.
 DI6221
 DI6221                          STATION RECOVERY (2012)
 DI6221
 DI6221'RECOVERY NOTE BY GEOCACHING 2012 (DJP)
 DI6221'THE CARSONITE WITNESS POST IS MISSING.  THE MARKER IS APPROXIMATELY 78
 DI6221'FEET NORTH AT A BEARING OF APPROXIMATELY 329 DEGREES FROM THE
 DI6221'COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6222 ***********************************************************************
 DI6222  DESIGNATION -  63681
 DI6222  PID         -  DI6222
 DI6222  STATE/COUNTY-  MI/OAKLAND
 DI6222  COUNTRY     -  US
 DI6222  USGS QUAD   -  REDFORD (2017)
 DI6222
 DI6222                         *CURRENT SURVEY CONTROL
 DI6222  ______________________________________________________________________
 DI6222* NAD 83(2011) POSITION- 42 26 37.28944(N) 083 15 30.73979(W)   ADJUSTED
 DI6222* NAD 83(2011) ELLIP HT-   162.747 (meters)        (06/27/12)   ADJUSTED
 DI6222* NAD 83(2011) EPOCH   -  2010.00
 DI6222* NAVD 88 ORTHO HEIGHT -   196.922 (meters)      646.07  (feet) ADJUSTED
 DI6222  ______________________________________________________________________
 DI6222  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 DI6222  NAD 83(2011) X  -    553,373.627 (meters)                     COMP
 DI6222  NAD 83(2011) Y  - -4,681,407.254 (meters)                     COMP
 DI6222  NAD 83(2011) Z  -  4,282,210.902 (meters)                     COMP
 DI6222  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 DI6222  DYNAMIC HEIGHT  -        196.866 (meters)      645.88  (feet) COMP
 DI6222  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 DI6222
 DI6222  VERT ORDER      -  SECOND    CLASS I
 DI6222
 DI6222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6222  Standards:
 DI6222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6222  -------------------------------------------------------------------
 DI6222  NETWORK    0.25   0.39           0.11   0.09   0.20     -0.07251578
 DI6222  -------------------------------------------------------------------
 DI6222  Click here for local accuracies and other accuracy information.
 DI6222
 DI6222.The horizontal coordinates were established by GPS observations
 DI6222.and adjusted by the National Geodetic Survey in June 2012.
 DI6222
 DI6222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6222.been affixed to the stable North American tectonic plate. See 
 DI6222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6222
 DI6222.The horizontal coordinates are valid at the epoch date displayed above
 DI6222.which is a decimal equivalence of Year/Month/Day.
 DI6222
 DI6222.The orthometric height was determined by differential leveling and
 DI6222.adjusted by the NATIONAL GEODETIC SURVEY
 DI6222.in July 2007.
 DI6222
 DI6222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6222.GEOID18 height accuracy estimate available here.
 DI6222
 DI6222.Click photographs - Photos may exist for this station.
 DI6222
 DI6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6222
 DI6222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6222
 DI6222.The ellipsoidal height was determined by GPS observations
 DI6222.and is referenced to NAD 83.
 DI6222
 DI6222.The dynamic height is computed by dividing the NAVD 88
 DI6222.geopotential number by the normal gravity value computed on the
 DI6222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6222.degrees latitude (g = 980.6199 gals.).
 DI6222
 DI6222.The modeled gravity was interpolated from observed gravity values.
 DI6222
 DI6222. The following values were computed from the NAD 83(2011) position.
 DI6222
 DI6222;                    North         East     Units Scale Factor Converg.
 DI6222;SPC MI S     -   105,422.927 4,091,160.263   MT  0.99993636   +0 45 14.8
 DI6222;SPC MI S     -   345,875.74 13,422,441.81   iFT  0.99993636   +0 45 14.8
 DI6222;UTM  17      - 4,701,512.024   314,253.809   MT  1.00002451   -1 31 28.7
 DI6222
 DI6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6222!SPC MI S     -   0.99997448  x   0.99993636  =   0.99991084
 DI6222!UTM  17      -   0.99997448  x   1.00002451  =   0.99999899
 DI6222
 DI6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1425301512(NAD 83)
 DI6222
 DI6222                          SUPERSEDED SURVEY CONTROL
 DI6222
 DI6222  NAD 83(2007)-  42 26 37.28960(N)    083 15 30.74063(W) AD(2002.00) 1
 DI6222  ELLIP H (06/10/07)  162.757  (m)                       GP(2002.00) 4 1
 DI6222  NAVD 88             196.92   (m)          646.1    (f) LEVELING    3  
 DI6222
 DI6222.Superseded values are not recommended for survey control.
 DI6222
 DI6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6222.See file dsdata.pdf to determine how the superseded data were derived.
 DI6222
 DI6222_MARKER: DD = SURVEY DISK
 DI6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6222_STAMPING: 63681 2006
 DI6222_MARK LOGO: MIDT
 DI6222_PROJECTION: FLUSH
 DI6222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6222+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DI6222
 DI6222  HISTORY     - Date     Condition        Report By
 DI6222  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6222  HISTORY     - 20200625 GOOD             MIDT
 DI6222
 DI6222                          STATION DESCRIPTION
 DI6222
 DI6222'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6222'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) SOUTHWEST OF
 DI6222'SOUTHFIELD, 4.1 MILES (6.6 KILOMETERS) SOUTHWEST OF OAK PARK, AND
 DI6222'4.5 MILES (7.24 KILOMETERS) NORTHEAST OF REDFORD, IN THE NORTHEAST
 DI6222'QUADRANT OF THE INTERSECTION OF LASHER ROAD WITH STATE HIGHWAY M-102
 DI6222'(8 MILE ROAD).
 DI6222'
 DI6222'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6222'ROAD) WITH INTERSTATE HIGHWAY-96, GO EAST ON STATE HIGHWAY M-102 (8
 DI6222'MILE ROAD) FOR 8.9 MILES (14.32 KILOMETERS) TO THE STATION ON THE
 DI6222'LEFT.
 DI6222'
 DI6222'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6222'DISK STAMPED 63681 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6222'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 29.4 METERS (96.3
 DI6222'FEET) EAST OF THE CENTERLINE OF LASHER ROAD, 19.2 METERS (63.0 FEET)
 DI6222'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A SERVICE CENTER BUILDING
 DI6222'ADDRESS--21990--, 8.2 METERS (27.0 FEET) EAST OF A SERVICE CENTER SIGN
 DI6222'BASE, 5.3 METERS (17.3 FEET) NORTH OF THE BACK OF A CURB, 1.9 METERS
 DI6222'(6.2 FEET) NORTH OF THE SOUTH EDGE OF A WALK, AND 1.0 METER (3.25
 DI6222'FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6222
 DI6222                          STATION RECOVERY (2020)
 DI6222
 DI6222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6223 ***********************************************************************
 DI6223  DESIGNATION -  63682
 DI6223  PID         -  DI6223
 DI6223  STATE/COUNTY-  MI/OAKLAND
 DI6223  COUNTRY     -  US
 DI6223  USGS QUAD   -  ROYAL OAK (2017)
 DI6223
 DI6223                         *CURRENT SURVEY CONTROL
 DI6223  ______________________________________________________________________
 DI6223* NAD 83(1986) POSITION- 42 26 40.     (N) 083 13 38.     (W)   SCALED
 DI6223* NAVD 88 ORTHO HEIGHT -   201.393 (meters)      660.74  (feet) ADJUSTED
 DI6223  ______________________________________________________________________
 DI6223  GEOID HEIGHT    -        -34.221 (meters)                     GEOID18
 DI6223  DYNAMIC HEIGHT  -        201.336 (meters)      660.55  (feet) COMP
 DI6223  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 DI6223
 DI6223  VERT ORDER      -  SECOND    CLASS I
 DI6223
 DI6223.The horizontal coordinates were scaled from a map and have
 DI6223.an estimated accuracy of +/- 6 seconds.
 DI6223
 DI6223.The orthometric height was determined by differential leveling and
 DI6223.adjusted by the NATIONAL GEODETIC SURVEY
 DI6223.in July 2007.
 DI6223
 DI6223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6223.GEOID18 height accuracy estimate available here.
 DI6223
 DI6223.Click photographs - Photos may exist for this station.
 DI6223
 DI6223.The dynamic height is computed by dividing the NAVD 88
 DI6223.geopotential number by the normal gravity value computed on the
 DI6223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6223.degrees latitude (g = 980.6199 gals.).
 DI6223
 DI6223.The modeled gravity was interpolated from observed gravity values.
 DI6223
 DI6223;                    North         East    Units  Estimated Accuracy
 DI6223;SPC MI S     -   105,540.    4,093,740.      MT  (+/- 180 meters Scaled)
 DI6223
 DI6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH168015(NAD 83)
 DI6223
 DI6223                          SUPERSEDED SURVEY CONTROL
 DI6223
 DI6223.No superseded survey control is available for this station.
 DI6223
 DI6223_MARKER: DD = SURVEY DISK
 DI6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6223_STAMPING: 63682 2006
 DI6223_MARK LOGO: MIDT
 DI6223_PROJECTION: FLUSH
 DI6223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6223+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DI6223
 DI6223  HISTORY     - Date     Condition        Report By
 DI6223  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6223  HISTORY     - 20090716 GOOD             MANNIK
 DI6223  HISTORY     - 20150408 GOOD             INDIV
 DI6223
 DI6223                          STATION DESCRIPTION
 DI6223
 DI6223'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6223'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTHWEST OF OAK
 DI6223'PARK, 2.0 MILES (3.22 KILOMETERS) SOUTH OF SOUTHFIELD, AND 5.4 MILES
 DI6223'(8.69 KILOMETERS) NORTHEAST OF REDFORD, IN THE NORTHEAST QUADRANT OF
 DI6223'THE INTERSECTION OF STATE HIGHWAY M-102 (8 MILE ROAD) WITH AVON LANE.
 DI6223'
 DI6223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6223'ROAD) WITH INTERSTATE HIGHWAY-96, GO EAST ON STATE HIGHWAY M-102 (8
 DI6223'MILE ROAD) FOR 10.5 MILES (16.9 KILOMETERS) TO THE STATION ON THE
 DI6223'LEFT.
 DI6223'
 DI6223'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6223'DISK STAMPED 63682 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6223'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.9 METERS (62.0
 DI6223'FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY M-102 (8 MILE ROAD),
 DI6223'18.6 METERS (61.0 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF IRENE'S
 DI6223'SOUTHERN COOKIN BUILDING ADDRESS--18680--, 15.5 METERS (51.0 FEET)
 DI6223'NORTHWEST OF THE TOP OF A FIRE HYDRANT, 7.6 METERS (25.0 FEET) WEST OF
 DI6223'THE CENTERLINE OF AVON LANE, AND 11 INCHES (28 CENTIMETERS) WEST OF A
 DI6223'CARSONITE WITNESS POST.
 DI6223
 DI6223                          STATION RECOVERY (2009)
 DI6223
 DI6223'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2009 (KSW)
 DI6223'STATION IS AT THE NORTHWEST QUADRANT OF THE INTERSECTION OF M-102 (8
 DI6223'MILE) AND AVON LANE
 DI6223'
 DI6223'10 FT TALL ORNAMENTAL TREE 4 FT NORTHWEST OF THE STATION
 DI6223
 DI6223                          STATION RECOVERY (2015)
 DI6223
 DI6223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 DI6223'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6224 ***********************************************************************
 DI6224  DESIGNATION -  63683
 DI6224  PID         -  DI6224
 DI6224  STATE/COUNTY-  MI/OAKLAND
 DI6224  COUNTRY     -  US
 DI6224  USGS QUAD   -  ROYAL OAK (2017)
 DI6224
 DI6224                         *CURRENT SURVEY CONTROL
 DI6224  ______________________________________________________________________
 DI6224* NAD 83(2011) POSITION- 42 26 45.97198(N) 083 09 37.65558(W)   ADJUSTED
 DI6224* NAD 83(2011) ELLIP HT-   169.089 (meters)        (06/27/12)   ADJUSTED
 DI6224* NAD 83(2011) EPOCH   -  2010.00
 DI6224* NAVD 88 ORTHO HEIGHT -   203.402 (meters)      667.33  (feet) ADJUSTED
 DI6224  ______________________________________________________________________
 DI6224  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 DI6224  NAD 83(2011) X  -    561,365.473 (meters)                     COMP
 DI6224  NAD 83(2011) Y  - -4,680,278.252 (meters)                     COMP
 DI6224  NAD 83(2011) Z  -  4,282,412.884 (meters)                     COMP
 DI6224  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DI6224  DYNAMIC HEIGHT  -        203.344 (meters)      667.14  (feet) COMP
 DI6224  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 DI6224
 DI6224  VERT ORDER      -  SECOND    CLASS I
 DI6224
 DI6224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6224  Standards:
 DI6224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6224  -------------------------------------------------------------------
 DI6224  NETWORK    0.27   0.39           0.12   0.10   0.20     -0.08249659
 DI6224  -------------------------------------------------------------------
 DI6224  Click here for local accuracies and other accuracy information.
 DI6224
 DI6224.The horizontal coordinates were established by GPS observations
 DI6224.and adjusted by the National Geodetic Survey in June 2012.
 DI6224
 DI6224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6224.been affixed to the stable North American tectonic plate. See 
 DI6224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6224
 DI6224.The horizontal coordinates are valid at the epoch date displayed above
 DI6224.which is a decimal equivalence of Year/Month/Day.
 DI6224
 DI6224.The orthometric height was determined by differential leveling and
 DI6224.adjusted by the NATIONAL GEODETIC SURVEY
 DI6224.in July 2007.
 DI6224
 DI6224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6224.GEOID18 height accuracy estimate available here.
 DI6224
 DI6224.Click photographs - Photos may exist for this station.
 DI6224
 DI6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6224
 DI6224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6224
 DI6224.The ellipsoidal height was determined by GPS observations
 DI6224.and is referenced to NAD 83.
 DI6224
 DI6224.The dynamic height is computed by dividing the NAVD 88
 DI6224.geopotential number by the normal gravity value computed on the
 DI6224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6224.degrees latitude (g = 980.6199 gals.).
 DI6224
 DI6224.The modeled gravity was interpolated from observed gravity values.
 DI6224
 DI6224. The following values were computed from the NAD 83(2011) position.
 DI6224
 DI6224;                    North         East     Units Scale Factor Converg.
 DI6224;SPC MI S     -   105,801.686 4,099,224.372   MT  0.99993604   +0 49 15.1
 DI6224;SPC MI S     -   347,118.39 13,448,898.86   iFT  0.99993604   +0 49 15.1
 DI6224;UTM  17      - 4,701,569.808   322,327.167   MT  0.99998841   -1 27 30.5
 DI6224
 DI6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6224!SPC MI S     -   0.99997348  x   0.99993604  =   0.99990952
 DI6224!UTM  17      -   0.99997348  x   0.99998841  =   0.99996189
 DI6224
 DI6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2232701569(NAD 83)
 DI6224
 DI6224                          SUPERSEDED SURVEY CONTROL
 DI6224
 DI6224  NAD 83(2007)-  42 26 45.97215(N)    083 09 37.65637(W) AD(2002.00) 1
 DI6224  ELLIP H (06/10/07)  169.099  (m)                       GP(2002.00) 4 1
 DI6224  NAVD 88             203.40   (m)          667.3    (f) LEVELING    3  
 DI6224
 DI6224.Superseded values are not recommended for survey control.
 DI6224
 DI6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6224.See file dsdata.pdf to determine how the superseded data were derived.
 DI6224
 DI6224_MARKER: DD = SURVEY DISK
 DI6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6224_STAMPING: 63683 2006
 DI6224_MARK LOGO: MIDT
 DI6224_PROJECTION: FLUSH
 DI6224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6224+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DI6224
 DI6224  HISTORY     - Date     Condition        Report By
 DI6224  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6224  HISTORY     - 20121114 GOOD             INDIV
 DI6224  HISTORY     - 20200624 GOOD             MIDT
 DI6224
 DI6224                          STATION DESCRIPTION
 DI6224
 DI6224'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6224'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) SOUTHEAST OF OAK
 DI6224'PARK, 2.5 MILES (4.02 KILOMETERS) SOUTH OF HUNTINGTON WOODS, AND 1.6
 DI6224'MILES (2.57 KILOMETERS) SOUTHWEST OF FERNDALE, LOCATED NORTH OF STATE
 DI6224'HIGHWAY M-102 (8 MILE ROAD) AND ON THE EXTENDED CENTERLINE OF KENTUCKY
 DI6224'STREET.
 DI6224'
 DI6224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6224'ROAD) WITH INTERSTATE HIGHWAY-75, GO WEST ON STATE HIGHWAY M-102 (8
 DI6224'MILE ROAD) FOR 3.3 MILES (5.31 KILOMETERS) TO THE STATION ON THE
 DI6224'RIGHT.
 DI6224'
 DI6224'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6224'DISK STAMPED 63683 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6224'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 35.3 METERS
 DI6224'(115.9 FEET) EAST OF THE CENTER OF A DRIVE FOR CONEY ISLAND
 DI6224'ADDRESS--8926--, 12.3 METERS (40.2 FEET) EAST-NORTHEAST OF THE TOP OF
 DI6224'A FIRE HYDRANT, 7.3 METERS (24.0 FEET) SOUTHWEST OF THE CONCRETE BASE
 DI6224'OF A LIGHT POLE, 3.6 METERS (11.9 FEET) NORTH OF THE BACK OF A CURB,
 DI6224'0.6 METERS (2.0 FEET) NORTH OF THE NORTH EDGE OF A WALK, AND 1.0 METER
 DI6224'(3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6224
 DI6224                          STATION RECOVERY (2012)
 DI6224
 DI6224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (SMM)
 DI6224'RECOVERED IN GOOD CONDITION.
 DI6224
 DI6224                          STATION RECOVERY (2020)
 DI6224
 DI6224'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6225 ***********************************************************************
 DI6225  DESIGNATION -  63684
 DI6225  PID         -  DI6225
 DI6225  STATE/COUNTY-  MI/OAKLAND
 DI6225  COUNTRY     -  US
 DI6225  USGS QUAD   -  ROYAL OAK (2017)
 DI6225
 DI6225                         *CURRENT SURVEY CONTROL
 DI6225  ______________________________________________________________________
 DI6225* NAD 83(1986) POSITION- 42 26 48.     (N) 083 07 53.     (W)   SCALED
 DI6225* NAVD 88 ORTHO HEIGHT -   197.453 (meters)      647.81  (feet) ADJUSTED
 DI6225  ______________________________________________________________________
 DI6225  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 DI6225  DYNAMIC HEIGHT  -        197.397 (meters)      647.63  (feet) COMP
 DI6225  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 DI6225
 DI6225  VERT ORDER      -  SECOND    CLASS I
 DI6225
 DI6225.The horizontal coordinates were scaled from a map and have
 DI6225.an estimated accuracy of +/- 6 seconds.
 DI6225
 DI6225.The orthometric height was determined by differential leveling and
 DI6225.adjusted by the NATIONAL GEODETIC SURVEY
 DI6225.in July 2007.
 DI6225
 DI6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6225.GEOID18 height accuracy estimate available here.
 DI6225
 DI6225.Click photographs - Photos may exist for this station.
 DI6225
 DI6225.The dynamic height is computed by dividing the NAVD 88
 DI6225.geopotential number by the normal gravity value computed on the
 DI6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6225.degrees latitude (g = 980.6199 gals.).
 DI6225
 DI6225.The modeled gravity was interpolated from observed gravity values.
 DI6225
 DI6225;                    North         East    Units  Estimated Accuracy
 DI6225;SPC MI S     -   105,900.    4,101,620.      MT  (+/- 180 meters Scaled)
 DI6225
 DI6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH247015(NAD 83)
 DI6225
 DI6225                          SUPERSEDED SURVEY CONTROL
 DI6225
 DI6225.No superseded survey control is available for this station.
 DI6225
 DI6225_MARKER: DD = SURVEY DISK
 DI6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6225_STAMPING: 63684 2006
 DI6225_MARK LOGO: MIDT
 DI6225_PROJECTION: FLUSH
 DI6225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6225+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DI6225
 DI6225  HISTORY     - Date     Condition        Report By
 DI6225  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6225  HISTORY     - 20090928 GOOD             JCLS
 DI6225  HISTORY     - 20121114 GOOD             INDIV
 DI6225  HISTORY     - 20250612 GOOD             MIDT
 DI6225
 DI6225                          STATION DESCRIPTION
 DI6225
 DI6225'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6225'THE STATION IS LOCATED 2.8 MILES (4.51 KILOMETERS) SOUTHEAST OF OAK
 DI6225'PARK, 1.0 MILE (1.61 KILOMETERS) SOUTH OF FERNDALE, AND 1.8 MILES (2.9
 DI6225'KILOMETERS) SOUTHWEST OF HAZEL PARK, IN THE NORTHEAST QUADRANT OF THE
 DI6225'INTERSECTION OF EDGEWOOD PLAZA WITH STATE HIGHWAY M-102 (8 MILE ROAD).
 DI6225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6225'ROAD) WITH INTERSTATE HIGHWAY-75, GO WEST ON STATE HIGHWAY M-102 (8
 DI6225'MILE ROAD) FOR 1.9 MILES (3.06 KILOMETERS) TO THE STATION ON THE
 DI6225'RIGHT.
 DI6225'
 DI6225'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6225'DISK STAMPED 63684 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6225'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.8 METERS (64.8
 DI6225'FEET) EAST OF THE CENTERLINE OF EDGEWOOD PLAZA, 18.6 METERS (61.0
 DI6225'FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF GLOBE SLICING BUILDING
 DI6225'ADDRESS--472--, 5.1 METERS (16.8 FEET) NORTHWEST OF A LIGHT POLE, 0.6
 DI6225'METERS (2.0 FEET) NORTH OF THE BACK OF A WALK, AND 1.0 METER (3.25
 DI6225'FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6225
 DI6225                          STATION RECOVERY (2009)
 DI6225
 DI6225'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DI6225'RECOVERED IN GOOD CONDITION.
 DI6225
 DI6225                          STATION RECOVERY (2012)
 DI6225
 DI6225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (SMM)
 DI6225'RECOVERED IN GOOD CONDITION.
 DI6225
 DI6225                          STATION RECOVERY (2025)
 DI6225
 DI6225'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6226 ***********************************************************************
 DI6226  DESIGNATION -  63685
 DI6226  PID         -  DI6226
 DI6226  STATE/COUNTY-  MI/OAKLAND
 DI6226  COUNTRY     -  US
 DI6226  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6226
 DI6226                         *CURRENT SURVEY CONTROL
 DI6226  ______________________________________________________________________
 DI6226* NAD 83(1986) POSITION- 42 26 50.     (N) 083 06 18.     (W)   SCALED
 DI6226* NAVD 88 ORTHO HEIGHT -   193.521 (meters)      634.91  (feet) ADJUSTED
 DI6226  ______________________________________________________________________
 DI6226  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 DI6226  DYNAMIC HEIGHT  -        193.466 (meters)      634.73  (feet) COMP
 DI6226  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 DI6226
 DI6226  VERT ORDER      -  SECOND    CLASS I
 DI6226
 DI6226.The horizontal coordinates were scaled from a map and have
 DI6226.an estimated accuracy of +/- 6 seconds.
 DI6226
 DI6226.The orthometric height was determined by differential leveling and
 DI6226.adjusted by the NATIONAL GEODETIC SURVEY
 DI6226.in July 2007.
 DI6226
 DI6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6226.GEOID18 height accuracy estimate available here.
 DI6226
 DI6226.Click photographs - Photos may exist for this station.
 DI6226
 DI6226.The dynamic height is computed by dividing the NAVD 88
 DI6226.geopotential number by the normal gravity value computed on the
 DI6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6226.degrees latitude (g = 980.6199 gals.).
 DI6226
 DI6226.The modeled gravity was interpolated from observed gravity values.
 DI6226
 DI6226;                    North         East    Units  Estimated Accuracy
 DI6226;SPC MI S     -   105,990.    4,103,780.      MT  (+/- 180 meters Scaled)
 DI6226
 DI6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH268015(NAD 83)
 DI6226
 DI6226                          SUPERSEDED SURVEY CONTROL
 DI6226
 DI6226.No superseded survey control is available for this station.
 DI6226
 DI6226_MARKER: DD = SURVEY DISK
 DI6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6226_STAMPING: 63685 2006
 DI6226_MARK LOGO: MIDT
 DI6226_PROJECTION: FLUSH
 DI6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6226+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2013
 DI6226
 DI6226  HISTORY     - Date     Condition        Report By
 DI6226  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6226  HISTORY     - 20130429 GOOD             SPALD
 DI6226
 DI6226                          STATION DESCRIPTION
 DI6226
 DI6226'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6226'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) SOUTHEAST OF
 DI6226'FERNDALE, 1.0 MILE (1.61 KILOMETERS) SOUTH OF HAZEL PARK, AND 2.9
 DI6226'MILES (4.67 KILOMETERS) NORTH OF HIGHLAND PARK, LOCATED NORTH OF STATE
 DI6226'HIGHWAY M-102 (8 MILE ROAD) AND BETWEEN EXTENDED DERBY STREET AND JOHN
 DI6226'R STREET.
 DI6226'
 DI6226'TO REACH THE STATION FROM THE JUNCTION OF JOHN R STREET WITH STATE
 DI6226'HIGHWAY M-102 (8 MILE ROAD), GO WEST ON STATE HIGHWAY M-102 (8 MILE
 DI6226'ROAD) FOR 0.05 MILES (0.1 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6226'
 DI6226'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6226'DISK STAMPED 63685 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6226'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.7 METERS (45.0
 DI6226'FEET) EAST OF THE EXTENDED CENTERLINE OF DERBY STREET, 4.9 METERS
 DI6226'(16.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF HAMANA CARPENTRY
 DI6226'BUILDING ADDRESS--156--, 1.7 METERS (5.6 FEET) NORTH OF THE BACK OF A
 DI6226'CURB, 0.5 METERS (1.8 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, AND 0.6
 DI6226'METERS (2.0 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6226
 DI6226                          STATION RECOVERY (2013)
 DI6226
 DI6226'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5133 ***********************************************************************
 DJ5133  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5133  DESIGNATION -  63686
 DJ5133  PID         -  DJ5133
 DJ5133  STATE/COUNTY-  MI/OAKLAND
 DJ5133  COUNTRY     -  US
 DJ5133  USGS QUAD   -  PONTIAC SOUTH (2017)
 DJ5133
 DJ5133                         *CURRENT SURVEY CONTROL
 DJ5133  ______________________________________________________________________
 DJ5133* NAD 83(2011) POSITION- 42 31 07.59021(N) 083 21 34.21267(W)   ADJUSTED
 DJ5133* NAD 83(2011) ELLIP HT-   227.537 (meters)        (06/27/12)   ADJUSTED
 DJ5133* NAD 83(2011) EPOCH   -  2010.00
 DJ5133* NAVD 88 ORTHO HEIGHT -   261.53  (meters)      858.0   (feet) GPS OBS
 DJ5133  ______________________________________________________________________
 DJ5133  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5133  GEOID HEIGHT    -        -33.916 (meters)                     GEOID03
 DJ5133  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 DJ5133  NAD 83(2011) X  -    544,477.496 (meters)                     COMP
 DJ5133  NAD 83(2011) Y  - -4,676,827.470 (meters)                     COMP
 DJ5133  NAD 83(2011) Z  -  4,288,405.937 (meters)                     COMP
 DJ5133  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DJ5133
 DJ5133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5133  Standards:
 DJ5133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5133  -------------------------------------------------------------------
 DJ5133  NETWORK    0.25   0.41           0.11   0.09   0.21     -0.02694398
 DJ5133  -------------------------------------------------------------------
 DJ5133  Click here for local accuracies and other accuracy information.
 DJ5133
 DJ5133.The horizontal coordinates were established by GPS observations
 DJ5133.and adjusted by the National Geodetic Survey in June 2012.
 DJ5133
 DJ5133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5133.been affixed to the stable North American tectonic plate. See 
 DJ5133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5133
 DJ5133.The horizontal coordinates are valid at the epoch date displayed above
 DJ5133.which is a decimal equivalence of Year/Month/Day.
 DJ5133
 DJ5133.The orthometric height was determined by GPS observations and a
 DJ5133.high-resolution geoid model using precise GPS observation and
 DJ5133.processing techniques.
 DJ5133
 DJ5133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5133.GEOID18 height accuracy estimate available here.
 DJ5133
 DJ5133.Click photographs - Photos may exist for this station.
 DJ5133
 DJ5133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5133
 DJ5133.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5133
 DJ5133.The ellipsoidal height was determined by GPS observations
 DJ5133.and is referenced to NAD 83.
 DJ5133
 DJ5133. The following values were computed from the NAD 83(2011) position.
 DJ5133
 DJ5133;                    North         East     Units Scale Factor Converg.
 DJ5133;SPC MI S     -   113,657.898 4,082,755.043   MT  0.99992719   +0 41 07.5
 DJ5133;SPC MI S     -   372,893.37 13,394,865.63   iFT  0.99992719   +0 41 07.5
 DJ5133;UTM  17      - 4,710,075.764   306,181.899   MT  1.00006220   -1 35 42.4
 DJ5133
 DJ5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5133!SPC MI S     -   0.99996432  x   0.99992719  =   0.99989151
 DJ5133!UTM  17      -   0.99996432  x   1.00006220  =   1.00002651
 DJ5133
 DJ5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0618110075(NAD 83)
 DJ5133
 DJ5133                          SUPERSEDED SURVEY CONTROL
 DJ5133
 DJ5133  NAD 83(2007)-  42 31 07.59027(N)    083 21 34.21346(W) AD(2002.00) 1
 DJ5133  ELLIP H (06/10/07)  227.548  (m)                       GP(2002.00) 4 1
 DJ5133
 DJ5133.Superseded values are not recommended for survey control.
 DJ5133
 DJ5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5133.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5133
 DJ5133_MARKER: DD = SURVEY DISK
 DJ5133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5133_STAMPING: 63686 2006
 DJ5133_MARK LOGO: MIDT
 DJ5133_PROJECTION: FLUSH
 DJ5133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5133+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 DJ5133
 DJ5133  HISTORY     - Date     Condition        Report By
 DJ5133  HISTORY     - 20060531 MONUMENTED       MIDT
 DJ5133
 DJ5133                          STATION DESCRIPTION
 DJ5133
 DJ5133'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5133'THE STATION IS LOCATED 4.4 MILES (7.08 KILOMETERS) NORTHEAST OF
 DJ5133'FARMINGTON, 1.7 MILES (2.74 KILOMETERS) SOUTH OF WEST BLOOMFIELD, AND
 DJ5133'2.7 MILES (4.35 KILOMETERS) WEST OF FRANKLIN, IN THE NORTHEAST
 DJ5133'QUADRANT OF THE INTERSECTION OF ORCHARD LAKE ROAD WITH FIRWOOD DRIVE.
 DJ5133'
 DJ5133'TO REACH THE STATION FROM THE JUNCTION OF ORCHARD LAKE ROAD WITH 13
 DJ5133'MILE ROAD, GO NORTH ON ORCHARD LAKE ROAD FOR 0.3 MILES (0.48
 DJ5133'KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5133'
 DJ5133'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5133'DISK STAMPED 63686 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5133'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.75 METERS
 DJ5133'(61.5 FEET) WEST OF THE SOUTHWEST CORNER OF THE CENTURY 21 BUILDING
 DJ5133'ADDRESS--30110--, 16.3 METERS (53.5 FEET) NORTH OF THE CENTERLINE OF
 DJ5133'FIRWOOD DRIVE, AND 2.3 METERS (7.4 FEET) EAST OF THE BACK OF A CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5134 ***********************************************************************
 DJ5134  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5134  DESIGNATION -  63687
 DJ5134  PID         -  DJ5134
 DJ5134  STATE/COUNTY-  MI/OAKLAND
 DJ5134  COUNTRY     -  US
 DJ5134  USGS QUAD   -  PONTIAC SOUTH (2017)
 DJ5134
 DJ5134                         *CURRENT SURVEY CONTROL
 DJ5134  ______________________________________________________________________
 DJ5134* NAD 83(2011) POSITION- 42 35 00.17882(N) 083 21 33.27616(W)   ADJUSTED
 DJ5134* NAD 83(2011) ELLIP HT-   257.809 (meters)        (06/27/12)   ADJUSTED
 DJ5134* NAD 83(2011) EPOCH   -  2010.00
 DJ5134* NAVD 88 ORTHO HEIGHT -   291.85  (meters)      957.5   (feet) GPS OBS
 DJ5134  ______________________________________________________________________
 DJ5134  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5134  GEOID HEIGHT    -        -33.962 (meters)                     GEOID03
 DJ5134  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 DJ5134  NAD 83(2011) X  -    543,940.026 (meters)                     COMP
 DJ5134  NAD 83(2011) Y  - -4,672,026.163 (meters)                     COMP
 DJ5134  NAD 83(2011) Z  -  4,293,713.657 (meters)                     COMP
 DJ5134  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 DJ5134
 DJ5134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5134  Standards:
 DJ5134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5134  -------------------------------------------------------------------
 DJ5134  NETWORK    0.31   0.45           0.14   0.11   0.23     -0.02716359
 DJ5134  -------------------------------------------------------------------
 DJ5134  Click here for local accuracies and other accuracy information.
 DJ5134
 DJ5134.The horizontal coordinates were established by GPS observations
 DJ5134.and adjusted by the National Geodetic Survey in June 2012.
 DJ5134
 DJ5134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5134.been affixed to the stable North American tectonic plate. See 
 DJ5134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5134
 DJ5134.The horizontal coordinates are valid at the epoch date displayed above
 DJ5134.which is a decimal equivalence of Year/Month/Day.
 DJ5134
 DJ5134.The orthometric height was determined by GPS observations and a
 DJ5134.high-resolution geoid model using precise GPS observation and
 DJ5134.processing techniques.
 DJ5134
 DJ5134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5134.GEOID18 height accuracy estimate available here.
 DJ5134
 DJ5134.Click photographs - Photos may exist for this station.
 DJ5134
 DJ5134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5134
 DJ5134.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5134
 DJ5134.The ellipsoidal height was determined by GPS observations
 DJ5134.and is referenced to NAD 83.
 DJ5134
 DJ5134. The following values were computed from the NAD 83(2011) position.
 DJ5134
 DJ5134;                    North         East     Units Scale Factor Converg.
 DJ5134;SPC MI S     -   120,834.003 4,082,690.550   MT  0.99992066   +0 41 08.1
 DJ5134;SPC MI S     -   396,437.02 13,394,654.04   iFT  0.99992066   +0 41 08.1
 DJ5134;UTM  17      - 4,717,249.736   306,403.162   MT  1.00006114   -1 35 48.9
 DJ5134
 DJ5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5134!SPC MI S     -   0.99995957  x   0.99992066  =   0.99988023
 DJ5134!UTM  17      -   0.99995957  x   1.00006114  =   1.00002071
 DJ5134
 DJ5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0640317249(NAD 83)
 DJ5134
 DJ5134                          SUPERSEDED SURVEY CONTROL
 DJ5134
 DJ5134  NAD 83(2007)-  42 35 00.17876(N)    083 21 33.27690(W) AD(2002.00) 1
 DJ5134  ELLIP H (06/10/07)  257.822  (m)                       GP(2002.00) 4 1
 DJ5134
 DJ5134.Superseded values are not recommended for survey control.
 DJ5134
 DJ5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5134.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5134
 DJ5134_MARKER: DD = SURVEY DISK
 DJ5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5134_STAMPING: 63687 2006
 DJ5134_MARK LOGO: MIDT
 DJ5134_PROJECTION: FLUSH
 DJ5134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5134+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 DJ5134
 DJ5134  HISTORY     - Date     Condition        Report By
 DJ5134  HISTORY     - 20060531 MONUMENTED       MIDT
 DJ5134  HISTORY     - 20250614 GOOD             MIDT
 DJ5134
 DJ5134                          STATION DESCRIPTION
 DJ5134
 DJ5134'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5134'THE STATION IS LOCATED 6.7 MILES (10.78 KILOMETERS) EAST OF COMMERCE,
 DJ5134'1.9 MILES (3.06 KILOMETERS) SOUTHWEST OF KEEGO HARBOR, AND 2.8 MILES
 DJ5134'(4.51 KILOMETERS) NORTH OF WEST BLOOMFIELD, IN THE NORTHEAST QUADRANT
 DJ5134'OF THE INTERSECTION OF ORCHARD LAKE ROAD WITH WEST LONG LAKE ROAD.
 DJ5134'
 DJ5134'TO REACH THE STATION FROM THE JUNCTION OF WALNUT LAKE ROAD WITH
 DJ5134'ORCHARD LAKE ROAD, GO NORTH ON ORCHARD LAKE ROAD FOR 1.8 MILES (2.9
 DJ5134'KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5134'
 DJ5134'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5134'DISK STAMPED 63687 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5134'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 36.8 METERS
 DJ5134'(120.7 FEET) NORTH OF THE CENTERLINE OF LONG LAKE ROAD, 21.8 METERS
 DJ5134'(71.4 FEET) SOUTH-SOUTHEAST OF A METAL UTILITY POLE BASE, 9.8 METERS
 DJ5134'(32.0 FEET) EAST OF THE CENTERLINE OF ORCHARD LAKE ROAD, AND 0.6
 DJ5134'METERS (2.0 FEET) EAST OF A CARSONITE WITNESS POST.
 DJ5134
 DJ5134                          STATION RECOVERY (2025)
 DJ5134
 DJ5134'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DJ5134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5135 ***********************************************************************
 DJ5135  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5135  DESIGNATION -  63688
 DJ5135  PID         -  DJ5135
 DJ5135  STATE/COUNTY-  MI/OAKLAND
 DJ5135  COUNTRY     -  US
 DJ5135  USGS QUAD   -  MILFORD (2017)
 DJ5135
 DJ5135                         *CURRENT SURVEY CONTROL
 DJ5135  ______________________________________________________________________
 DJ5135* NAD 83(2011) POSITION- 42 30 48.04028(N) 083 32 14.00850(W)   ADJUSTED
 DJ5135* NAD 83(2011) ELLIP HT-   252.502 (meters)        (06/27/12)   ADJUSTED
 DJ5135* NAD 83(2011) EPOCH   -  2010.00
 DJ5135* NAVD 88 ORTHO HEIGHT -   286.20  (meters)      939.0   (feet) GPS OBS
 DJ5135  ______________________________________________________________________
 DJ5135  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5135  GEOID HEIGHT    -        -33.630 (meters)                     GEOID03
 DJ5135  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 DJ5135  NAD 83(2011) X  -    530,016.193 (meters)                     COMP
 DJ5135  NAD 83(2011) Y  - -4,678,917.217 (meters)                     COMP
 DJ5135  NAD 83(2011) Z  -  4,287,978.149 (meters)                     COMP
 DJ5135  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 DJ5135
 DJ5135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5135  Standards:
 DJ5135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5135  -------------------------------------------------------------------
 DJ5135  NETWORK    0.26   0.39           0.12   0.09   0.20     -0.03183211
 DJ5135  -------------------------------------------------------------------
 DJ5135  Click here for local accuracies and other accuracy information.
 DJ5135
 DJ5135.The horizontal coordinates were established by GPS observations
 DJ5135.and adjusted by the National Geodetic Survey in June 2012.
 DJ5135
 DJ5135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5135.been affixed to the stable North American tectonic plate. See 
 DJ5135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5135
 DJ5135.The horizontal coordinates are valid at the epoch date displayed above
 DJ5135.which is a decimal equivalence of Year/Month/Day.
 DJ5135
 DJ5135.The orthometric height was determined by GPS observations and a
 DJ5135.high-resolution geoid model using precise GPS observation and
 DJ5135.processing techniques.
 DJ5135
 DJ5135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5135.GEOID18 height accuracy estimate available here.
 DJ5135
 DJ5135.Click photographs - Photos may exist for this station.
 DJ5135
 DJ5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5135
 DJ5135.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5135
 DJ5135.The ellipsoidal height was determined by GPS observations
 DJ5135.and is referenced to NAD 83.
 DJ5135
 DJ5135. The following values were computed from the NAD 83(2011) position.
 DJ5135
 DJ5135;                    North         East     Units Scale Factor Converg.
 DJ5135;SPC MI S     -   112,895.455 4,068,158.796   MT  0.99992780   +0 33 52.1
 DJ5135;SPC MI S     -   370,391.91 13,346,977.68   iFT  0.99992780   +0 33 52.1
 DJ5135;UTM  17      - 4,709,894.597   291,564.383   MT  1.00013456   -1 42 54.6
 DJ5135
 DJ5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5135!SPC MI S     -   0.99996040  x   0.99992780  =   0.99988820
 DJ5135!UTM  17      -   0.99996040  x   1.00013456  =   1.00009496
 DJ5135
 DJ5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9156409894(NAD 83)
 DJ5135
 DJ5135                          SUPERSEDED SURVEY CONTROL
 DJ5135
 DJ5135  NAD 83(2007)-  42 30 48.04033(N)    083 32 14.00925(W) AD(2002.00) 1
 DJ5135  ELLIP H (06/10/07)  252.510  (m)                       GP(2002.00) 4 1
 DJ5135
 DJ5135.Superseded values are not recommended for survey control.
 DJ5135
 DJ5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5135.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5135
 DJ5135_MARKER: DD = SURVEY DISK
 DJ5135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5135_STAMPING: 63688 2006
 DJ5135_MARK LOGO: MIDT
 DJ5135_PROJECTION: FLUSH
 DJ5135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5135+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 DJ5135
 DJ5135  HISTORY     - Date     Condition        Report By
 DJ5135  HISTORY     - 20060605 MONUMENTED       MIDT
 DJ5135  HISTORY     - 20090303 GOOD             AHI
 DJ5135  HISTORY     - 20110505 GOOD             JCLS
 DJ5135
 DJ5135                          STATION DESCRIPTION
 DJ5135
 DJ5135'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5135'THE STATION IS LOCATED 0.7 MILES (1.13 KILOMETERS) SOUTH OF WIXOM, 4.0
 DJ5135'MILES (6.44 KILOMETERS) EAST OF NEW HUDSON, AND 3.9 MILES (6.28
 DJ5135'KILOMETERS) NORTHWEST OF NOVI, IN THE SOUTHWEST QUADRANT OF THE
 DJ5135'INTERSECTION OF MARTIN DRIVE WITH SOUTH WIXOM ROAD.
 DJ5135'
 DJ5135'TO REACH THE STATION FROM THE JUNCTION OF WEST ROAD WITH SOUTH WIXOM
 DJ5135'ROAD, GO NORTH ON SOUTH WIXOM ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO
 DJ5135'THE STATION ON THE LEFT.
 DJ5135'
 DJ5135'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5135'DISK STAMPED 63688 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5135'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 51.6 METERS
 DJ5135'(169.3 FEET) SOUTH OF THE CENTERLINE OF MARTIN STREET, 28.2 METERS
 DJ5135'(92.5 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 11.5 METERS (37.4 FEET)
 DJ5135'NORTH OF THE CENTERLINE OF THE NORTHERLY DRIVE TO ANGELO'S LANDSCAPE
 DJ5135'SUPPLIES ADDRESS--30023--, 3.4 METERS (11.1 FEET) WEST OF THE BACK OF
 DJ5135'A CURB OF WIXOM ROAD, AND 11 INCHES (28 CENTIMETERS) EAST OF A
 DJ5135'CARSONITE WITNESS POST.
 DJ5135
 DJ5135                          STATION RECOVERY (2009)
 DJ5135
 DJ5135'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 DJ5135'RECOVERED IN GOOD CONDITION.
 DJ5135
 DJ5135                          STATION RECOVERY (2011)
 DJ5135
 DJ5135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DJ5135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5164 ***********************************************************************
 DJ5164  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5164  DESIGNATION -  63689
 DJ5164  PID         -  DJ5164
 DJ5164  STATE/COUNTY-  MI/OAKLAND
 DJ5164  COUNTRY     -  US
 DJ5164  USGS QUAD   -  DAVISBURG (2017)
 DJ5164
 DJ5164                         *CURRENT SURVEY CONTROL
 DJ5164  ______________________________________________________________________
 DJ5164* NAD 83(2011) POSITION- 42 45 23.04952(N) 083 30 56.73680(W)   ADJUSTED
 DJ5164* NAD 83(2011) ELLIP HT-   266.297 (meters)        (06/27/12)   ADJUSTED
 DJ5164* NAD 83(2011) EPOCH   -  2010.00
 DJ5164* NAVD 88 ORTHO HEIGHT -   300.37  (meters)      985.5   (feet) GPS OBS
 DJ5164  ______________________________________________________________________
 DJ5164  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5164  GEOID HEIGHT    -        -33.989 (meters)                     GEOID03
 DJ5164  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 DJ5164  NAD 83(2011) X  -    529,704.799 (meters)                     COMP
 DJ5164  NAD 83(2011) Y  - -4,660,556.754 (meters)                     COMP
 DJ5164  NAD 83(2011) Z  -  4,307,851.975 (meters)                     COMP
 DJ5164  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 DJ5164
 DJ5164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5164  Standards:
 DJ5164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5164  -------------------------------------------------------------------
 DJ5164  NETWORK    0.31   0.51           0.14   0.11   0.26     -0.02014306
 DJ5164  -------------------------------------------------------------------
 DJ5164  Click here for local accuracies and other accuracy information.
 DJ5164
 DJ5164.The horizontal coordinates were established by GPS observations
 DJ5164.and adjusted by the National Geodetic Survey in June 2012.
 DJ5164
 DJ5164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5164.been affixed to the stable North American tectonic plate. See 
 DJ5164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5164
 DJ5164.The horizontal coordinates are valid at the epoch date displayed above
 DJ5164.which is a decimal equivalence of Year/Month/Day.
 DJ5164
 DJ5164.The orthometric height was determined by GPS observations and a
 DJ5164.high-resolution geoid model using precise GPS observation and
 DJ5164.processing techniques.
 DJ5164
 DJ5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5164.GEOID18 height accuracy estimate available here.
 DJ5164
 DJ5164.Click photographs - Photos may exist for this station.
 DJ5164
 DJ5164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5164
 DJ5164.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5164
 DJ5164.The ellipsoidal height was determined by GPS observations
 DJ5164.and is referenced to NAD 83.
 DJ5164
 DJ5164. The following values were computed from the NAD 83(2011) position.
 DJ5164
 DJ5164;                    North         East     Units Scale Factor Converg.
 DJ5164;SPC MI S     -   139,909.703 4,069,649.701   MT  0.99990939   +0 34 44.6
 DJ5164;SPC MI S     -   459,021.34 13,351,869.10   iFT  0.99990939   +0 34 44.6
 DJ5164;UTM  17      - 4,736,833.665   294,131.057   MT  1.00012144   -1 42 30.6
 DJ5164
 DJ5164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5164!SPC MI S     -   0.99995824  x   0.99990939  =   0.99986763
 DJ5164!UTM  17      -   0.99995824  x   1.00012144  =   1.00007967
 DJ5164
 DJ5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9413136833(NAD 83)
 DJ5164
 DJ5164                          SUPERSEDED SURVEY CONTROL
 DJ5164
 DJ5164  NAD 83(2007)-  42 45 23.04932(N)    083 30 56.73744(W) AD(2002.00) 1
 DJ5164  ELLIP H (06/10/07)  266.310  (m)                       GP(2002.00) 4 1
 DJ5164
 DJ5164.Superseded values are not recommended for survey control.
 DJ5164
 DJ5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5164.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5164
 DJ5164_MARKER: DD = SURVEY DISK
 DJ5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5164_STAMPING: 63689 2006
 DJ5164_MARK LOGO: MIDT
 DJ5164_PROJECTION: FLUSH
 DJ5164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5164+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DJ5164
 DJ5164  HISTORY     - Date     Condition        Report By
 DJ5164  HISTORY     - 20060612 MONUMENTED       MIDT
 DJ5164
 DJ5164                          STATION DESCRIPTION
 DJ5164
 DJ5164'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5164'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) EAST-NORTHEAST OF
 DJ5164'DAVISBURG, 5.1 MILES (8.21 KILOMETERS) NORTHWEST OF CLARKSTON, AND 5.0
 DJ5164'MILES (8.05 KILOMETERS) NORTHEAST OF WHITE LAKE, LOCATED NORTH OF
 DJ5164'DAVISBURG ROAD AND BETWEEN INTERSTATE HIGHWAY-75 AND EXTENDED DILLEY
 DJ5164'ROAD.
 DJ5164'
 DJ5164'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DJ5164'DIXIE HIGHWAY, GO NORTHWEST ON DIXIE HIGHWAY FOR 2.0 MILES (3.22
 DJ5164'KILOMETERS) TO DAVISBURG ROAD, TURN LEFT AND GO WEST ON DAVISBURG ROAD
 DJ5164'FOR 1.8 MILES (2.9 KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5164'
 DJ5164'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5164'DISK SET IN A 16 INCH (41 CENTIMETER) DIAMETER CONCRETE POST FLUSH
 DJ5164'WITH THE GROUND.  THE STATION IS 823.0 METERS (2700.0 FEET) WEST OF
 DJ5164'INTERSTATE HIGHWAY-75, 45.4 METERS (149.0 FEET) EAST OF THE CENTER OF
 DJ5164'PRIVATE ENTRANCE--11430--, 18.7 METERS (61.5 FEET) NORTH-NORTHEAST OF
 DJ5164'A POWER POLE, 9.3 METERS (30.4 FEET) NORTH OF THE CENTERLINE OF
 DJ5164'DAVISBURG ROAD, 0.9 METERS (3.0 FEET) SOUTH OF A FENCE LINE, AND 11
 DJ5164'INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5136 ***********************************************************************
 DJ5136  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5136  DESIGNATION -  63690
 DJ5136  PID         -  DJ5136
 DJ5136  STATE/COUNTY-  MI/OAKLAND
 DJ5136  COUNTRY     -  US
 DJ5136  USGS QUAD   -  OXFORD (2017)
 DJ5136
 DJ5136                         *CURRENT SURVEY CONTROL
 DJ5136  ______________________________________________________________________
 DJ5136* NAD 83(2011) POSITION- 42 48 08.28240(N) 083 20 44.17108(W)   ADJUSTED
 DJ5136* NAD 83(2011) ELLIP HT-   282.014 (meters)        (06/27/12)   ADJUSTED
 DJ5136* NAD 83(2011) EPOCH   -  2010.00
 DJ5136* NAVD 88 ORTHO HEIGHT -   316.52  (meters)     1038.4   (feet) GPS OBS
 DJ5136  ______________________________________________________________________
 DJ5136  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5136  GEOID HEIGHT    -        -34.402 (meters)                     GEOID03
 DJ5136  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 DJ5136  NAD 83(2011) X  -    543,143.408 (meters)                     COMP
 DJ5136  NAD 83(2011) Y  - -4,655,534.778 (meters)                     COMP
 DJ5136  NAD 83(2011) Z  -  4,311,605.156 (meters)                     COMP
 DJ5136  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 DJ5136
 DJ5136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5136  Standards:
 DJ5136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5136  -------------------------------------------------------------------
 DJ5136  NETWORK    0.31   0.47           0.14   0.11   0.24     -0.03771180
 DJ5136  -------------------------------------------------------------------
 DJ5136  Click here for local accuracies and other accuracy information.
 DJ5136
 DJ5136.The horizontal coordinates were established by GPS observations
 DJ5136.and adjusted by the National Geodetic Survey in June 2012.
 DJ5136
 DJ5136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5136.been affixed to the stable North American tectonic plate. See 
 DJ5136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5136
 DJ5136.The horizontal coordinates are valid at the epoch date displayed above
 DJ5136.which is a decimal equivalence of Year/Month/Day.
 DJ5136
 DJ5136.The orthometric height was determined by GPS observations and a
 DJ5136.high-resolution geoid model using precise GPS observation and
 DJ5136.processing techniques.
 DJ5136
 DJ5136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5136.GEOID18 height accuracy estimate available here.
 DJ5136
 DJ5136.Click photographs - Photos may exist for this station.
 DJ5136
 DJ5136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5136
 DJ5136.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5136
 DJ5136.The ellipsoidal height was determined by GPS observations
 DJ5136.and is referenced to NAD 83.
 DJ5136
 DJ5136. The following values were computed from the NAD 83(2011) position.
 DJ5136
 DJ5136;                    North         East     Units Scale Factor Converg.
 DJ5136;SPC MI S     -   145,162.441 4,083,515.210   MT  0.99990792   +0 41 41.5
 DJ5136;SPC MI S     -   476,254.73 13,397,359.61   iFT  0.99990792   +0 41 41.5
 DJ5136;UTM  17      - 4,741,529.416   308,197.748   MT  1.00005261   -1 35 39.3
 DJ5136
 DJ5136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5136!SPC MI S     -   0.99995577  x   0.99990792  =   0.99986370
 DJ5136!UTM  17      -   0.99995577  x   1.00005261  =   1.00000838
 DJ5136
 DJ5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0819741529(NAD 83)
 DJ5136
 DJ5136                          SUPERSEDED SURVEY CONTROL
 DJ5136
 DJ5136  NAD 83(2007)-  42 48 08.28231(N)    083 20 44.17184(W) AD(2002.00) 1
 DJ5136  ELLIP H (06/10/07)  282.023  (m)                       GP(2002.00) 4 1
 DJ5136
 DJ5136.Superseded values are not recommended for survey control.
 DJ5136
 DJ5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5136.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5136
 DJ5136_MARKER: DD = SURVEY DISK
 DJ5136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5136_STAMPING: 63690 2006
 DJ5136_MARK LOGO: MIDT
 DJ5136_PROJECTION: FLUSH
 DJ5136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5136+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DJ5136
 DJ5136  HISTORY     - Date     Condition        Report By
 DJ5136  HISTORY     - 20060612 MONUMENTED       MIDT
 DJ5136
 DJ5136                          STATION DESCRIPTION
 DJ5136
 DJ5136'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5136'THE STATION IS LOCATED 6.1 MILES (9.82 KILOMETERS) NORTHEAST OF
 DJ5136'CLARKSTON, 4.2 MILES (6.76 KILOMETERS) SOUTHWEST OF OXFORD, AND 5.4
 DJ5136'MILES (8.69 KILOMETERS) NORTHWEST OF LAKE ORION, IN THE NORTHEAST
 DJ5136'QUADRANT OF THE INTERSECTION OF TRILLIUM LANE WITH STANTON ROAD.
 DJ5136'
 DJ5136'TO REACH THE STATION FROM THE JUNCTION OF SEYMOUR LAKE ROAD WITH
 DJ5136'DARTMOUTH ROAD, GO SOUTH ON DARTMOUTH ROAD FOR 0.5 MILES (0.8
 DJ5136'KILOMETERS) TO STANTON ROAD, TURN LEFT AND GO EAST ON STANTON ROAD FOR
 DJ5136'0.4 MILES (0.64 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5136'
 DJ5136'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5136'DISK STAMPED 63690 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5136'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 42.7 METERS
 DJ5136'(140.0 FEET) EAST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--4855--,
 DJ5136'18.6 METERS (61.0 FEET) NORTH OF THE CENTERLINE OF STANTON ROAD, 5.4
 DJ5136'METERS (17.7 FEET) EAST OF THE CENTERLINE OF TRILLIUM LANE, 0.6 METERS
 DJ5136'(2.0 FEET) WEST OF A WHITE WOOD FENCE, AND 11 INCHES (28 CENTIMETERS)
 DJ5136'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5137 ***********************************************************************
 DJ5137  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5137  DESIGNATION -  63691
 DJ5137  PID         -  DJ5137
 DJ5137  STATE/COUNTY-  MI/OAKLAND
 DJ5137  COUNTRY     -  US
 DJ5137  USGS QUAD   -  DAVISBURG (2017)
 DJ5137
 DJ5137                         *CURRENT SURVEY CONTROL
 DJ5137  ______________________________________________________________________
 DJ5137* NAD 83(2011) POSITION- 42 48 23.78595(N) 083 33 33.22068(W)   ADJUSTED
 DJ5137* NAD 83(2011) ELLIP HT-   264.485 (meters)        (06/27/12)   ADJUSTED
 DJ5137* NAD 83(2011) EPOCH   -  2010.00
 DJ5137* NAVD 88 ORTHO HEIGHT -   298.57  (meters)      979.6   (feet) GPS OBS
 DJ5137  ______________________________________________________________________
 DJ5137  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5137  GEOID HEIGHT    -        -34.000 (meters)                     GEOID03
 DJ5137  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 DJ5137  NAD 83(2011) X  -    525,743.798 (meters)                     COMP
 DJ5137  NAD 83(2011) Y  - -4,657,191.682 (meters)                     COMP
 DJ5137  NAD 83(2011) Z  -  4,311,944.258 (meters)                     COMP
 DJ5137  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 DJ5137
 DJ5137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5137  Standards:
 DJ5137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5137  -------------------------------------------------------------------
 DJ5137  NETWORK    0.31   0.49           0.14   0.11   0.25      0.00927203
 DJ5137  -------------------------------------------------------------------
 DJ5137  Click here for local accuracies and other accuracy information.
 DJ5137
 DJ5137.The horizontal coordinates were established by GPS observations
 DJ5137.and adjusted by the National Geodetic Survey in June 2012.
 DJ5137
 DJ5137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5137.been affixed to the stable North American tectonic plate. See 
 DJ5137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5137
 DJ5137.The horizontal coordinates are valid at the epoch date displayed above
 DJ5137.which is a decimal equivalence of Year/Month/Day.
 DJ5137
 DJ5137.The orthometric height was determined by GPS observations and a
 DJ5137.high-resolution geoid model using precise GPS observation and
 DJ5137.processing techniques.
 DJ5137
 DJ5137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5137.GEOID18 height accuracy estimate available here.
 DJ5137
 DJ5137.Click photographs - Photos may exist for this station.
 DJ5137
 DJ5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5137
 DJ5137.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5137
 DJ5137.The ellipsoidal height was determined by GPS observations
 DJ5137.and is referenced to NAD 83.
 DJ5137
 DJ5137. The following values were computed from the NAD 83(2011) position.
 DJ5137
 DJ5137;                    North         East     Units Scale Factor Converg.
 DJ5137;SPC MI S     -   145,451.045 4,066,038.343   MT  0.99990781   +0 32 58.1
 DJ5137;SPC MI S     -   477,201.59 13,340,020.81   iFT  0.99990781   +0 32 58.1
 DJ5137;UTM  17      - 4,742,516.043   290,743.089   MT  1.00013874   -1 44 22.9
 DJ5137
 DJ5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5137!SPC MI S     -   0.99995852  x   0.99990781  =   0.99986634
 DJ5137!UTM  17      -   0.99995852  x   1.00013874  =   1.00009726
 DJ5137
 DJ5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9074342516(NAD 83)
 DJ5137
 DJ5137                          SUPERSEDED SURVEY CONTROL
 DJ5137
 DJ5137  NAD 83(2007)-  42 48 23.78577(N)    083 33 33.22130(W) AD(2002.00) 1
 DJ5137  ELLIP H (06/10/07)  264.499  (m)                       GP(2002.00) 4 1
 DJ5137
 DJ5137.Superseded values are not recommended for survey control.
 DJ5137
 DJ5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5137.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5137
 DJ5137_MARKER: DD = SURVEY DISK
 DJ5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5137_STAMPING: 63691 2006
 DJ5137_MARK LOGO: MIDT
 DJ5137_PROJECTION: FLUSH
 DJ5137_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5137+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DJ5137
 DJ5137  HISTORY     - Date     Condition        Report By
 DJ5137  HISTORY     - 20060612 MONUMENTED       MIDT
 DJ5137
 DJ5137                          STATION DESCRIPTION
 DJ5137
 DJ5137'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5137'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) NORTH-NORTHWEST OF
 DJ5137'DAVISBURG, 3.4 MILES (5.47 KILOMETERS) EAST-NORTHEAST OF HOLLY, AND
 DJ5137'6.9 MILES (11.1 KILOMETERS) SOUTHWEST OF ORTONVILLE, LOCATED WEST OF
 DJ5137'WORDEN ROAD AND BETWEEN GRANGE HALL ROAD AND BUCKELL LAKE ROAD.
 DJ5137'
 DJ5137'TO REACH THE STATION FROM THE JUNCTION OF GRANGE HALL ROAD WITH
 DJ5137'INTERSTATE HIGHWAY-75, GO EAST ON GRANGE HALL ROAD FOR 0.5 MILES (0.8
 DJ5137'KILOMETERS) TO WORDEN ROAD, TURN RIGHT AND GO SOUTH ON WORDEN ROAD FOR
 DJ5137'0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5137'
 DJ5137'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5137'DISK STAMPED 63691 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5137'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.57 MILES (0.92
 DJ5137'KILOMETERS) SOUTH OF GRANGE HALL ROAD, 20.9 METERS (68.7 FEET) SOUTH
 DJ5137'OF THE CENTER OF PRIVATE ENTRANCE--15288--, 4.7 METERS (15.4 FEET)
 DJ5137'WEST OF THE CENTERLINE OF WORDEN ROAD, 0.6 METERS (2.0 FEET) EAST OF A
 DJ5137'FENCE LINE, AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE WITNESS
 DJ5137'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5138 ***********************************************************************
 DJ5138  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5138  DESIGNATION -  63692
 DJ5138  PID         -  DJ5138
 DJ5138  STATE/COUNTY-  MI/OAKLAND
 DJ5138  COUNTRY     -  US
 DJ5138  USGS QUAD   -  ROCHESTER (2017)
 DJ5138
 DJ5138                         *CURRENT SURVEY CONTROL
 DJ5138  ______________________________________________________________________
 DJ5138* NAD 83(2011) POSITION- 42 43 27.53891(N) 083 11 25.97260(W)   ADJUSTED
 DJ5138* NAD 83(2011) ELLIP HT-   249.759 (meters)        (06/27/12)   ADJUSTED
 DJ5138* NAD 83(2011) EPOCH   -  2010.00
 DJ5138* NAVD 88 ORTHO HEIGHT -   284.40  (meters)      933.1   (feet) GPS OBS
 DJ5138  ______________________________________________________________________
 DJ5138  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5138  GEOID HEIGHT    -        -34.538 (meters)                     GEOID03
 DJ5138  GEOID HEIGHT    -        -34.644 (meters)                     GEOID18
 DJ5138  NAD 83(2011) X  -    556,434.956 (meters)                     COMP
 DJ5138  NAD 83(2011) Y  - -4,659,865.120 (meters)                     COMP
 DJ5138  NAD 83(2011) Z  -  4,305,222.825 (meters)                     COMP
 DJ5138  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 DJ5138
 DJ5138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5138  Standards:
 DJ5138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5138  -------------------------------------------------------------------
 DJ5138  NETWORK    0.25   0.43           0.11   0.09   0.22      0.00989991
 DJ5138  -------------------------------------------------------------------
 DJ5138  Click here for local accuracies and other accuracy information.
 DJ5138
 DJ5138.The horizontal coordinates were established by GPS observations
 DJ5138.and adjusted by the National Geodetic Survey in June 2012.
 DJ5138
 DJ5138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5138.been affixed to the stable North American tectonic plate. See 
 DJ5138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5138
 DJ5138.The horizontal coordinates are valid at the epoch date displayed above
 DJ5138.which is a decimal equivalence of Year/Month/Day.
 DJ5138
 DJ5138.The orthometric height was determined by GPS observations and a
 DJ5138.high-resolution geoid model using precise GPS observation and
 DJ5138.processing techniques.
 DJ5138
 DJ5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5138.GEOID18 height accuracy estimate available here.
 DJ5138
 DJ5138.Click photographs - Photos may exist for this station.
 DJ5138
 DJ5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5138
 DJ5138.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5138
 DJ5138.The ellipsoidal height was determined by GPS observations
 DJ5138.and is referenced to NAD 83.
 DJ5138
 DJ5138. The following values were computed from the NAD 83(2011) position.
 DJ5138
 DJ5138;                    North         East     Units Scale Factor Converg.
 DJ5138;SPC MI S     -   136,666.427 4,096,317.769   MT  0.99991079   +0 48 01.4
 DJ5138;SPC MI S     -   448,380.67 13,439,362.76   iFT  0.99991079   +0 48 01.4
 DJ5138;UTM  17      - 4,732,528.025   320,652.341   MT  0.99999574   -1 29 11.8
 DJ5138
 DJ5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5138!SPC MI S     -   0.99996083  x   0.99991079  =   0.99987163
 DJ5138!UTM  17      -   0.99996083  x   0.99999574  =   0.99995657
 DJ5138
 DJ5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2065232528(NAD 83)
 DJ5138
 DJ5138                          SUPERSEDED SURVEY CONTROL
 DJ5138
 DJ5138  NAD 83(2007)-  42 43 27.53891(N)    083 11 25.97356(W) AD(2002.00) 1
 DJ5138  ELLIP H (06/10/07)  249.762  (m)                       GP(2002.00) 4 1
 DJ5138
 DJ5138.Superseded values are not recommended for survey control.
 DJ5138
 DJ5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5138.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5138
 DJ5138_MARKER: DD = SURVEY DISK
 DJ5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5138_STAMPING: 63692 2006
 DJ5138_MARK LOGO: MIDT
 DJ5138_PROJECTION: FLUSH
 DJ5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5138+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DJ5138
 DJ5138  HISTORY     - Date     Condition        Report By
 DJ5138  HISTORY     - 20060613 MONUMENTED       MIDT
 DJ5138
 DJ5138                          STATION DESCRIPTION
 DJ5138
 DJ5138'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5138'THE STATION IS LOCATED 4.1 MILES (6.6 KILOMETERS) NORTHWEST OF
 DJ5138'ROCHESTER, 5.9 MILES (9.5 KILOMETERS) NORTHEAST OF AUBURN HILLS, AND
 DJ5138'4.9 MI (7.9 KM) (7.89 KILOMETERS) SOUTHEAST OF LAKE ORION, LOCATED
 DJ5138'SOUTH OF SILVERLAKE ROAD AND BETWEEN CLAREMONT BOULEVARD AND CLOISTERS
 DJ5138'BOULEVARD.    TO REACH THE STATION FROM THE JUNCTION OF ORION ROAD
 DJ5138'WITH SILVERBELL ROAD, GO WEST ON SILVERBELL ROAD FOR 1.7 MILES (2.74
 DJ5138'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5138'
 DJ5138'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5138'DISK STAMPED 63692 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5138'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 297.2 METERS
 DJ5138'(975.0 FEET) WEST OF THE EXTENDED PRIVATE ENTRANCE--2540--, 83.8
 DJ5138'METERS (275.0 FEET) WEST OF THE CENTERLINE OF CLOISTERS BOULEVARD,
 DJ5138'30.3 METERS (99.5 FEET) WEST-NORTHWEST OF THE TOP OF A FIRE HYDRANT,
 DJ5138'13.0 METERS (42.7 FEET) NORTH OF THE NORTH EDGE OF A WOOD WALKWAY, 6.4
 DJ5138'METERS (21.0 FEET) SOUTH OF THE CENTERLINE OF SILVERBELL ROAD, AND 11
 DJ5138'INCHES (28 CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5139 ***********************************************************************
 DJ5139  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5139  DESIGNATION -  63693
 DJ5139  PID         -  DJ5139
 DJ5139  STATE/COUNTY-  MI/OAKLAND
 DJ5139  COUNTRY     -  US
 DJ5139  USGS QUAD   -  MILFORD (2017)
 DJ5139
 DJ5139                         *CURRENT SURVEY CONTROL
 DJ5139  ______________________________________________________________________
 DJ5139* NAD 83(2011) POSITION- 42 35 50.93166(N) 083 32 38.75212(W)   ADJUSTED
 DJ5139* NAD 83(2011) ELLIP HT-   250.725 (meters)        (06/27/12)   ADJUSTED
 DJ5139* NAD 83(2011) EPOCH   -  2010.00
 DJ5139* NAVD 88 ORTHO HEIGHT -   284.45  (meters)      933.2   (feet) GPS OBS
 DJ5139  ______________________________________________________________________
 DJ5139  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5139  GEOID HEIGHT    -        -33.652 (meters)                     GEOID03
 DJ5139  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 DJ5139  NAD 83(2011) X  -    528,744.018 (meters)                     COMP
 DJ5139  NAD 83(2011) Y  - -4,672,698.419 (meters)                     COMP
 DJ5139  NAD 83(2011) Z  -  4,294,861.868 (meters)                     COMP
 DJ5139  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 DJ5139
 DJ5139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5139  Standards:
 DJ5139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5139  -------------------------------------------------------------------
 DJ5139  NETWORK    0.31   0.43           0.14   0.11   0.22     -0.13868595
 DJ5139  -------------------------------------------------------------------
 DJ5139  Click here for local accuracies and other accuracy information.
 DJ5139
 DJ5139.The horizontal coordinates were established by GPS observations
 DJ5139.and adjusted by the National Geodetic Survey in June 2012.
 DJ5139
 DJ5139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5139.been affixed to the stable North American tectonic plate. See 
 DJ5139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5139
 DJ5139.The horizontal coordinates are valid at the epoch date displayed above
 DJ5139.which is a decimal equivalence of Year/Month/Day.
 DJ5139
 DJ5139.The orthometric height was determined by GPS observations and a
 DJ5139.high-resolution geoid model using precise GPS observation and
 DJ5139.processing techniques.
 DJ5139
 DJ5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5139.GEOID18 height accuracy estimate available here.
 DJ5139
 DJ5139.Click photographs - Photos may exist for this station.
 DJ5139
 DJ5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5139
 DJ5139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5139
 DJ5139.The ellipsoidal height was determined by GPS observations
 DJ5139.and is referenced to NAD 83.
 DJ5139
 DJ5139. The following values were computed from the NAD 83(2011) position.
 DJ5139
 DJ5139;                    North         East     Units Scale Factor Converg.
 DJ5139;SPC MI S     -   122,234.978 4,067,502.707   MT  0.99991940   +0 33 35.2
 DJ5139;SPC MI S     -   401,033.39 13,344,825.15   iFT  0.99991940   +0 33 35.2
 DJ5139;UTM  17      - 4,719,254.814   291,280.470   MT  1.00013600   -1 43 21.3
 DJ5139
 DJ5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5139!SPC MI S     -   0.99996068  x   0.99991940  =   0.99988008
 DJ5139!UTM  17      -   0.99996068  x   1.00013600  =   1.00009667
 DJ5139
 DJ5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9128019254(NAD 83)
 DJ5139
 DJ5139                          SUPERSEDED SURVEY CONTROL
 DJ5139
 DJ5139  NAD 83(2007)-  42 35 50.93150(N)    083 32 38.75274(W) AD(2002.00) 1
 DJ5139  ELLIP H (06/10/07)  250.738  (m)                       GP(2002.00) 4 1
 DJ5139
 DJ5139.Superseded values are not recommended for survey control.
 DJ5139
 DJ5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5139.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5139
 DJ5139_MARKER: DD = SURVEY DISK
 DJ5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5139_STAMPING: 63693 2006
 DJ5139_MARK LOGO: MIDT
 DJ5139_PROJECTION: FLUSH
 DJ5139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5139+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 DJ5139
 DJ5139  HISTORY     - Date     Condition        Report By
 DJ5139  HISTORY     - 20060605 MONUMENTED       MIDT
 DJ5139
 DJ5139                          STATION DESCRIPTION
 DJ5139
 DJ5139'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5139'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) EAST OF MILFORD,
 DJ5139'2.7 MILES (4.35 KILOMETERS) WEST-NORTHWEST OF COMMERCE, AND 5.0 MILES
 DJ5139'(8.05 KILOMETERS) NORTH OF WIXOM, LOCATED WEST OF BUELL DRIVE AND
 DJ5139'BETWEEN BUELL COURT AND EAST COMMERCE ROAD.
 DJ5139'
 DJ5139'TO REACH THE STATION FROM THE JUNCTION OF SOUTH DUCK LAKE ROAD WITH
 DJ5139'EAST COMMERCE ROAD, GO EAST ON EAST COMMERCE ROAD FOR 0.9 MILES (1.45
 DJ5139'KILOMETERS) TO BUELL DRIVE, TURN LEFT AND GO NORTH ON BUELL DRIVE FOR
 DJ5139'0.1 MILES (0.16 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5139'
 DJ5139'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5139'DISK STAMPED 63693 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5139'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 32.7 METERS
 DJ5139'(107.3 FEET) SOUTH OF THE CENTER OF A CATCH BASIN, 28.3 METERS (92.8
 DJ5139'FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--5220--, 23.0
 DJ5139'METERS (75.4 FEET) SOUTH OF THE EXTENDED CENTER OF PRIVATE
 DJ5139'ENTRANCE--5240--, 3.0 M (9.8 FT) (9.8 FEET) WEST OF THE BACK OF A CURB
 DJ5139'OF BUELL DRIVE, AND 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE
 DJ5139'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6227 ***********************************************************************
 DI6227  DESIGNATION -  63694
 DI6227  PID         -  DI6227
 DI6227  STATE/COUNTY-  MI/OAKLAND
 DI6227  COUNTRY     -  US
 DI6227  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6227
 DI6227                         *CURRENT SURVEY CONTROL
 DI6227  ______________________________________________________________________
 DI6227* NAD 83(1986) POSITION- 42 39 34.34   (N) 083 18 00.06   (W)   HD_HELD1
 DI6227* NAVD 88 ORTHO HEIGHT -   296.030 (meters)      971.23  (feet) ADJUSTED
 DI6227  ______________________________________________________________________
 DI6227  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 DI6227  DYNAMIC HEIGHT  -        295.941 (meters)      970.93  (feet) COMP
 DI6227  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 DI6227
 DI6227  VERT ORDER      -  SECOND    CLASS I
 DI6227
 DI6227.The horizontal coordinates were determined by differentially corrected
 DI6227.hand held GPS observations or other comparable positioning techniques
 DI6227.and have an estimated accuracy of +/- 3 meters.
 DI6227
 DI6227.The orthometric height was determined by differential leveling and
 DI6227.adjusted by the NATIONAL GEODETIC SURVEY
 DI6227.in July 2007.
 DI6227
 DI6227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6227.GEOID18 height accuracy estimate available here.
 DI6227
 DI6227.Click photographs - Photos may exist for this station.
 DI6227
 DI6227.The dynamic height is computed by dividing the NAVD 88
 DI6227.geopotential number by the normal gravity value computed on the
 DI6227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6227.degrees latitude (g = 980.6199 gals.).
 DI6227
 DI6227.The modeled gravity was interpolated from observed gravity values.
 DI6227
 DI6227;                    North         East    Units  Estimated Accuracy
 DI6227;SPC MI S     -   129,352.3   4,087,444.5     MT  (+/- 3 meters HH1 GPS) 
 DI6227
 DI6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1149325572(NAD 83)
 DI6227
 DI6227                          SUPERSEDED SURVEY CONTROL
 DI6227
 DI6227.No superseded survey control is available for this station.
 DI6227
 DI6227_MARKER: DD = SURVEY DISK
 DI6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6227_STAMPING: 63694 2006
 DI6227_MARK LOGO: MIDT
 DI6227_PROJECTION: FLUSH
 DI6227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6227+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2020
 DI6227
 DI6227  HISTORY     - Date     Condition        Report By
 DI6227  HISTORY     - 20060606 MONUMENTED       MIDT
 DI6227  HISTORY     - 20200723 GOOD             MIDT
 DI6227
 DI6227                          STATION DESCRIPTION
 DI6227
 DI6227'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6227'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) NORTHWEST OF AUBURN
 DI6227'HILLS, 4.2 MILES (6.76 KILOMETERS) NORTHEAST OF KEEGO HARBOR, AND 4.3
 DI6227'MILES (6.92 KILOMETERS) SOUTHEAST OF DRAYTON PLAINS, IN THE SOUTHWEST
 DI6227'QUADRANT OF THE INTERSECTION OF BALDWIN AVENUE WITH MERRIMAC STREET.
 DI6227'
 DI6227'TO REACH THE STATION FROM THE JUNCTION OF BALDWIN AVENUE WITH WEST
 DI6227'MONTCALM STREET, GO NORTH ON BALDWIN AVENUE FOR 0.2 MILES (0.32
 DI6227'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6227'
 DI6227'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6227'DISK STAMPED 63694 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6227'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 39.2 METERS
 DI6227'(128.7 FEET) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF BIG DADDY'S
 DI6227'PARTY STORE ADDRESS --805--, 14.3 METERS (46.9 FEET) SOUTH OF THE
 DI6227'CENTERLINE OF MERRIMAC STREET, 6.1 METERS (20.0 FEET) SOUTH-SOUTHEAST
 DI6227'OF THE TOP OF A FIRE HYDRANT, 2.1 METERS (7.0 FEET) WEST OF THE BACK
 DI6227'OF A CURB, AND 1.0 M (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6227
 DI6227                          STATION RECOVERY (2020)
 DI6227
 DI6227'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6228 ***********************************************************************
 DI6228  DESIGNATION -  63695
 DI6228  PID         -  DI6228
 DI6228  STATE/COUNTY-  MI/OAKLAND
 DI6228  COUNTRY     -  US
 DI6228  USGS QUAD   -  ROCHESTER (2017)
 DI6228
 DI6228                         *CURRENT SURVEY CONTROL
 DI6228  ______________________________________________________________________
 DI6228* NAD 83(1986) POSITION- 42 40 44.     (N) 083 12 59.     (W)   SCALED
 DI6228* NAVD 88 ORTHO HEIGHT -   284.915 (meters)      934.76  (feet) ADJUSTED
 DI6228  ______________________________________________________________________
 DI6228  GEOID HEIGHT    -        -34.491 (meters)                     GEOID18
 DI6228  DYNAMIC HEIGHT  -        284.827 (meters)      934.47  (feet) COMP
 DI6228  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 DI6228
 DI6228  VERT ORDER      -  SECOND    CLASS I
 DI6228
 DI6228.The horizontal coordinates were scaled from a map and have
 DI6228.an estimated accuracy of +/- 6 seconds.
 DI6228
 DI6228.The orthometric height was determined by differential leveling and
 DI6228.adjusted by the NATIONAL GEODETIC SURVEY
 DI6228.in July 2007.
 DI6228
 DI6228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6228.GEOID18 height accuracy estimate available here.
 DI6228
 DI6228.Click photographs - Photos may exist for this station.
 DI6228
 DI6228.The dynamic height is computed by dividing the NAVD 88
 DI6228.geopotential number by the normal gravity value computed on the
 DI6228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6228.degrees latitude (g = 980.6199 gals.).
 DI6228
 DI6228.The modeled gravity was interpolated from observed gravity values.
 DI6228
 DI6228;                    North         East    Units  Estimated Accuracy
 DI6228;SPC MI S     -   131,590.    4,094,270.      MT  (+/- 180 meters Scaled)
 DI6228
 DI6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH184275(NAD 83)
 DI6228
 DI6228                          SUPERSEDED SURVEY CONTROL
 DI6228
 DI6228.No superseded survey control is available for this station.
 DI6228
 DI6228_MARKER: DD = SURVEY DISK
 DI6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6228_STAMPING: 63695 2006
 DI6228_MARK LOGO: MIDT
 DI6228_PROJECTION: FLUSH
 DI6228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6228+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6228
 DI6228  HISTORY     - Date     Condition        Report By
 DI6228  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6228
 DI6228                          STATION DESCRIPTION
 DI6228
 DI6228'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6228'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) NORTHEAST OF AUBURN
 DI6228'HILLS, 4.2 MILES (6.76 KILOMETERS) WEST OF ROCHESTER, AND 6.0 MILES
 DI6228'(9.66 KILOMETERS) NORTHWEST OF TROY, LOCATED NORTH OF EAST WALTON
 DI6228'BOULEVARD AND BETWEEN NORTH SQUIRREL ROAD AND BEACON HILL DRIVE.    TO
 DI6228'REACH THE STATION FROM THE JUNCTION OF ADAMS ROAD WITH EAST WALTON
 DI6228'BOULEVARD, GO WEST ON EAST WALTON BOULEVARD FOR 1.2 MILES (1.93
 DI6228'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6228'
 DI6228'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6228'DISK STAMPED 63695 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6228'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 234.7 METERS
 DI6228'(770.0 FEET) WEST OF BEACON HILL DRIVE, 47.2 METERS (155.0 FEET) WEST
 DI6228'OF THE CENTER OF THE DRIVE TO RED OX TAVERN ADDRESS--3773--, 13.7
 DI6228'METERS (44.8 FEET) SOUTHEAST OF A POWER POLE, 9.8 METERS (32.0 FEET)
 DI6228'NORTH OF THE CENTERLINE OF EAST WALTON BOULEVARD, AND 11 INCHES (28
 DI6228'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6229 ***********************************************************************
 DI6229  DESIGNATION -  63696
 DI6229  PID         -  DI6229
 DI6229  STATE/COUNTY-  MI/OAKLAND
 DI6229  COUNTRY     -  US
 DI6229  USGS QUAD   -  ROCHESTER (2017)
 DI6229
 DI6229                         *CURRENT SURVEY CONTROL
 DI6229  ______________________________________________________________________
 DI6229* NAD 83(1986) POSITION- 42 40 51.     (N) 083 11 12.     (W)   SCALED
 DI6229* NAVD 88 ORTHO HEIGHT -   289.670 (meters)      950.36  (feet) ADJUSTED
 DI6229  ______________________________________________________________________
 DI6229  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 DI6229  DYNAMIC HEIGHT  -        289.582 (meters)      950.07  (feet) COMP
 DI6229  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 DI6229
 DI6229  VERT ORDER      -  SECOND    CLASS I
 DI6229
 DI6229.The horizontal coordinates were scaled from a map and have
 DI6229.an estimated accuracy of +/- 6 seconds.
 DI6229
 DI6229.The orthometric height was determined by differential leveling and
 DI6229.adjusted by the NATIONAL GEODETIC SURVEY
 DI6229.in July 2007.
 DI6229
 DI6229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6229.GEOID18 height accuracy estimate available here.
 DI6229
 DI6229.Click photographs - Photos may exist for this station.
 DI6229
 DI6229.The dynamic height is computed by dividing the NAVD 88
 DI6229.geopotential number by the normal gravity value computed on the
 DI6229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6229.degrees latitude (g = 980.6199 gals.).
 DI6229
 DI6229.The modeled gravity was interpolated from observed gravity values.
 DI6229
 DI6229;                    North         East    Units  Estimated Accuracy
 DI6229;SPC MI S     -   131,840.    4,096,700.      MT  (+/- 180 meters Scaled)
 DI6229
 DI6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH208276(NAD 83)
 DI6229
 DI6229                          SUPERSEDED SURVEY CONTROL
 DI6229
 DI6229.No superseded survey control is available for this station.
 DI6229
 DI6229_MARKER: DD = SURVEY DISK
 DI6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6229_STAMPING: 63696 2006
 DI6229_MARK LOGO: MIDT
 DI6229_PROJECTION: FLUSH
 DI6229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6229+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6229
 DI6229  HISTORY     - Date     Condition        Report By
 DI6229  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6229
 DI6229                          STATION DESCRIPTION
 DI6229
 DI6229'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6229'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHEAST OF AUBURN
 DI6229'HILLS, 2.7 MILES (4.35 KILOMETERS) WEST OF ROCHESTER, AND 5.5 MILES
 DI6229'(8.85 KILOMETERS) NORTHWEST OF TROY, IN THE NORTHWEST QUADRANT OF THE
 DI6229'INTERSECTION OF WALTON BOULEVARD WITH ROANOKE LANE.    TO REACH THE
 DI6229'STATION FROM THE JUNCTION OF ADAMS ROAD WITH WALTON BOULEVARD, GO EAST
 DI6229'ON WALTON BOULEVARD FOR 0.4 MILES (0.64 KILOMETERS) TO THE STATION ON
 DI6229'THE LEFT.
 DI6229'
 DI6229'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6229'DISK STAMPED 63696 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6229'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.4 METERS (63.8
 DI6229'FEET) WEST OF THE CENTERLINE OF ROANOKE LANE, 14.3 METERS (47.0 FEET)
 DI6229'WEST OF THE EXTENDED CENTER OF ROCHESTER HILLS FIRE STATION--4--
 DI6229'ADDRESS--2723--, 9.6 METERS (31.4 FEET) SOUTHWEST OF THE TOP OF A FIRE
 DI6229'HYDRANT, 2.6 METERS (8.6 FEET) NORTH OF THE BACK OF A CURB, AND 11
 DI6229'INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6230 ***********************************************************************
 DI6230  DESIGNATION -  63697
 DI6230  PID         -  DI6230
 DI6230  STATE/COUNTY-  MI/OAKLAND
 DI6230  COUNTRY     -  US
 DI6230  USGS QUAD   -  ROCHESTER (2017)
 DI6230
 DI6230                         *CURRENT SURVEY CONTROL
 DI6230  ______________________________________________________________________
 DI6230* NAD 83(1986) POSITION- 42 40 53.     (N) 083 09 27.     (W)   SCALED
 DI6230* NAVD 88 ORTHO HEIGHT -   249.968 (meters)      820.10  (feet) ADJUSTED
 DI6230  ______________________________________________________________________
 DI6230  GEOID HEIGHT    -        -34.602 (meters)                     GEOID18
 DI6230  DYNAMIC HEIGHT  -        249.892 (meters)      819.85  (feet) COMP
 DI6230  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 DI6230
 DI6230  VERT ORDER      -  SECOND    CLASS I
 DI6230
 DI6230.The horizontal coordinates were scaled from a map and have
 DI6230.an estimated accuracy of +/- 6 seconds.
 DI6230
 DI6230.The orthometric height was determined by differential leveling and
 DI6230.adjusted by the NATIONAL GEODETIC SURVEY
 DI6230.in July 2007.
 DI6230
 DI6230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6230.GEOID18 height accuracy estimate available here.
 DI6230
 DI6230.Click photographs - Photos may exist for this station.
 DI6230
 DI6230.The dynamic height is computed by dividing the NAVD 88
 DI6230.geopotential number by the normal gravity value computed on the
 DI6230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6230.degrees latitude (g = 980.6199 gals.).
 DI6230
 DI6230.The modeled gravity was interpolated from observed gravity values.
 DI6230
 DI6230;                    North         East    Units  Estimated Accuracy
 DI6230;SPC MI S     -   131,940.    4,099,090.      MT  (+/- 180 meters Scaled)
 DI6230
 DI6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH232276(NAD 83)
 DI6230
 DI6230                          SUPERSEDED SURVEY CONTROL
 DI6230
 DI6230.No superseded survey control is available for this station.
 DI6230
 DI6230_MARKER: DD = SURVEY DISK
 DI6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6230_STAMPING: 63697 2006
 DI6230_MARK LOGO: MIDT
 DI6230_PROJECTION: FLUSH
 DI6230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6230+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6230
 DI6230  HISTORY     - Date     Condition        Report By
 DI6230  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6230
 DI6230                          STATION DESCRIPTION
 DI6230
 DI6230'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6230'THE STATION IS LOCATED 1.2 MILES (1.93 KILOMETERS) WEST OF ROCHESTER,
 DI6230'4.7 MILES (7.56 KILOMETERS) NORTHEAST OF AUBURN HILLS, AND 5.4 MILES
 DI6230'(8.69 KILOMETERS) NORTH OF TROY, LOCATED NORTH OF WALTON BOULEVARD AND
 DI6230'BETWEEN LIVERNOIS ROAD AND ROCHDALE DRIVE.    TO REACH THE STATION
 DI6230'FROM THE JUNCTION OF LIVERNOIS ROAD WITH WALTON BOULEVARD, GO WEST ON
 DI6230'WALTON BOULEVARD FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE
 DI6230'RIGHT.
 DI6230'
 DI6230'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6230'DISK STAMPED 63697 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6230'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 102.7 METERS
 DI6230'(337.0 FEET) EAST OF ROCHDALE DRIVE, 9.7 METERS (31.9 FEET) SOUTHWEST
 DI6230'OF THE SOUTHWEST CORNER OF A BRICK COLUMN FOR THE ROCHESTER HILLS
 DI6230'PLAZA SIGN, 8.1 METERS (26.6 FEET) EAST OF THE EXTENDED CENTER OF THE
 DI6230'DRIVE FOR REMAX ADDRESS --1415--, 4.0 METERS (13.0 FEET) SOUTHWEST OF
 DI6230'THE CENTER OF A MANHOLE, 2.5 METERS (8.2 FEET) NORTH OF THE BACK OF A
 DI6230'CURB, AND 11 INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS
 DI6230'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6231 ***********************************************************************
 DI6231  DESIGNATION -  63698
 DI6231  PID         -  DI6231
 DI6231  STATE/COUNTY-  MI/OAKLAND
 DI6231  COUNTRY     -  US
 DI6231  USGS QUAD   -  ROCHESTER (2017)
 DI6231
 DI6231                         *CURRENT SURVEY CONTROL
 DI6231  ______________________________________________________________________
 DI6231* NAD 83(1986) POSITION- 42 39 58.26   (N) 083 08 36.16   (W)   HD_HELD1
 DI6231* NAVD 88 ORTHO HEIGHT -   238.918 (meters)      783.85  (feet) ADJUSTED
 DI6231  ______________________________________________________________________
 DI6231  GEOID HEIGHT    -        -34.588 (meters)                     GEOID18
 DI6231  DYNAMIC HEIGHT  -        238.847 (meters)      783.62  (feet) COMP
 DI6231  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 DI6231
 DI6231  VERT ORDER      -  SECOND    CLASS I
 DI6231
 DI6231.The horizontal coordinates were determined by differentially corrected
 DI6231.hand held GPS observations or other comparable positioning techniques
 DI6231.and have an estimated accuracy of +/- 3 meters.
 DI6231
 DI6231.The orthometric height was determined by differential leveling and
 DI6231.adjusted by the NATIONAL GEODETIC SURVEY
 DI6231.in July 2007.
 DI6231
 DI6231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6231.GEOID18 height accuracy estimate available here.
 DI6231
 DI6231.Click photographs - Photos may exist for this station.
 DI6231
 DI6231.The dynamic height is computed by dividing the NAVD 88
 DI6231.geopotential number by the normal gravity value computed on the
 DI6231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6231.degrees latitude (g = 980.6199 gals.).
 DI6231
 DI6231.The modeled gravity was interpolated from observed gravity values.
 DI6231
 DI6231;                    North         East    Units  Estimated Accuracy
 DI6231;SPC MI S     -   130,264.9   4,100,274.3     MT  (+/- 3 meters HH1 GPS) 
 DI6231
 DI6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2435025973(NAD 83)
 DI6231
 DI6231                          SUPERSEDED SURVEY CONTROL
 DI6231
 DI6231.No superseded survey control is available for this station.
 DI6231
 DI6231_MARKER: DD = SURVEY DISK
 DI6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6231_STAMPING: 63698 2006
 DI6231_MARK LOGO: MIDT
 DI6231_PROJECTION: FLUSH
 DI6231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6231+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2025
 DI6231
 DI6231  HISTORY     - Date     Condition        Report By
 DI6231  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6231  HISTORY     - 20131204 GOOD             INDIV
 DI6231  HISTORY     - 20200715 GOOD             MIDT
 DI6231  HISTORY     - 20250614 GOOD             MIDT
 DI6231
 DI6231                          STATION DESCRIPTION
 DI6231
 DI6231'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6231'THE STATION IS LOCATED 1.2 MILES (1.93 KILOMETERS) SOUTH-SOUTHWEST OF
 DI6231'ROCHESTER, 5.1 MILES (8.21 KILOMETERS) NORTHWEST OF AUBURN HILLS, AND
 DI6231'4.2 MILES (6.76 KILOMETERS) NORTH-NORTHEAST OF TROY, LOCATED NORTH OF
 DI6231'WEST AVON ROAD AND BETWEEN EXTENDED LARCHWOOD DRIVE AND EXTENDED
 DI6231'SHERWOOD DRIVE.    TO REACH THE STATION FROM THE JUNCTION OF STATE
 DI6231'HIGHWAY M-150 (SOUTH ROCHESTER ROAD) WITH WEST AVON ROAD, GO WEST ON
 DI6231'WEST AVON ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE
 DI6231'RIGHT.
 DI6231'
 DI6231'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6231'DISK STAMPED 63698 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6231'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 67.1 METERS
 DI6231'(220.0 FEET) WEST OF THE EXTENDED CENTERLINE OF SHERWOOD DRIVE, 25.1
 DI6231'METERS (82.2 FEET) EAST OF THE CENTER OF THE ENTRANCE FOR THE
 DI6231'ROCHESTER COLLEGE LIBERAL ARTS CHRISTIAN SETTING ADDRESS--800--, 13.8
 DI6231'METERS (45.4 FEET) NORTH OF THE CENTERLINE OF WEST AVON ROAD, 2.4
 DI6231'METERS (7.8 FEET) SOUTH OF THE SOUTH EDGE OF A PAVED WALK, AND 11
 DI6231'INCHES (28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
 DI6231
 DI6231                          STATION RECOVERY (2013)
 DI6231
 DI6231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (SJS)
 DI6231'RECOVERED IN GOOD CONDITION.
 DI6231
 DI6231                          STATION RECOVERY (2020)
 DI6231
 DI6231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6231'ROCHESTER COLLEGE LIBERAL ARTS CHRISTIAN IS NOW KNOWN AS ROCHESTER
 DI6231'UNIVERSITY.
 DI6231
 DI6231                          STATION RECOVERY (2025)
 DI6231
 DI6231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6428 ***********************************************************************
 DI6428  DESIGNATION -  63699
 DI6428  PID         -  DI6428
 DI6428  STATE/COUNTY-  MI/OAKLAND
 DI6428  COUNTRY     -  US
 DI6428  USGS QUAD   -  UTICA (2017)
 DI6428
 DI6428                         *CURRENT SURVEY CONTROL
 DI6428  ______________________________________________________________________
 DI6428* NAD 83(1986) POSITION- 42 40 00.     (N) 083 06 53.     (W)   SCALED
 DI6428* NAVD 88 ORTHO HEIGHT -   235.833 (meters)      773.73  (feet) ADJUSTED
 DI6428  ______________________________________________________________________
 DI6428  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 DI6428  DYNAMIC HEIGHT  -        235.763 (meters)      773.50  (feet) COMP
 DI6428  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 DI6428
 DI6428  VERT ORDER      -  SECOND    CLASS I
 DI6428
 DI6428.The horizontal coordinates were scaled from a map and have
 DI6428.an estimated accuracy of +/- 6 seconds.
 DI6428
 DI6428.The orthometric height was determined by differential leveling and
 DI6428.adjusted by the NATIONAL GEODETIC SURVEY
 DI6428.in July 2007.
 DI6428
 DI6428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6428.GEOID18 height accuracy estimate available here.
 DI6428
 DI6428.Click photographs - Photos may exist for this station.
 DI6428
 DI6428.The dynamic height is computed by dividing the NAVD 88
 DI6428.geopotential number by the normal gravity value computed on the
 DI6428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6428.degrees latitude (g = 980.6199 gals.).
 DI6428
 DI6428.The modeled gravity was interpolated from observed gravity values.
 DI6428
 DI6428;                    North         East    Units  Estimated Accuracy
 DI6428;SPC MI S     -   130,350.    4,102,620.      MT  (+/- 180 meters Scaled)
 DI6428
 DI6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH267259(NAD 83)
 DI6428
 DI6428                          SUPERSEDED SURVEY CONTROL
 DI6428
 DI6428.No superseded survey control is available for this station.
 DI6428
 DI6428_MARKER: DD = SURVEY DISK
 DI6428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6428_STAMPING: 63699 2006
 DI6428_MARK LOGO: MIDT
 DI6428_PROJECTION: FLUSH
 DI6428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6428+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DI6428
 DI6428  HISTORY     - Date     Condition        Report By
 DI6428  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6428
 DI6428                          STATION DESCRIPTION
 DI6428
 DI6428'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6428'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) SOUTHEAST OF
 DI6428'ROCHESTER, 5.0 MILES (8.05 KILOMETERS) NORTHWEST OF UTICA, AND 4.5
 DI6428'MILES (7.24 KILOMETERS) NORTHEAST OF TROY, IN THE NORTHEAST QUADRANT
 DI6428'OF THE INTERSECTION OF EAST AVON ROAD WITH DRIFTWOOD LANE.    TO REACH
 DI6428'THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-150 (SOUTH ROCHESTER
 DI6428'ROAD) WITH EAST AVON ROAD, GO EAST ON EAST AVON ROAD FOR 0.9 MILES
 DI6428'(1.45 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6428'
 DI6428'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6428'DISK STAMPED 63699 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6428'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 25.8 METERS (84.5
 DI6428'FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE--925--, 22.5
 DI6428'METERS (73.7 FEET) EAST OF THE CENTERLINE OF DRIFTWOOD LANE, 10.7
 DI6428'METERS (35.0 FEET) NORTH OF THE CENTERLINE OF EAST AVON ROAD, 3.3
 DI6428'METERS (10.8 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, AND 11 INCHES
 DI6428'(28 CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6331 ***********************************************************************
 DI6331  DESIGNATION -  63700
 DI6331  PID         -  DI6331
 DI6331  STATE/COUNTY-  MI/OAKLAND
 DI6331  COUNTRY     -  US
 DI6331  USGS QUAD   -  ROCHESTER (2017)
 DI6331
 DI6331                         *CURRENT SURVEY CONTROL
 DI6331  ______________________________________________________________________
 DI6331* NAD 83(1986) POSITION- 42 41 30.     (N) 083 14 30.     (W)   SCALED
 DI6331* NAVD 88 ORTHO HEIGHT -   291.895 (meters)      957.66  (feet) ADJUSTED
 DI6331  ______________________________________________________________________
 DI6331  GEOID HEIGHT    -        -34.474 (meters)                     GEOID18
 DI6331  DYNAMIC HEIGHT  -        291.805 (meters)      957.36  (feet) COMP
 DI6331  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 DI6331
 DI6331  VERT ORDER      -  SECOND    CLASS I
 DI6331
 DI6331.The horizontal coordinates were scaled from a map and have
 DI6331.an estimated accuracy of +/- 6 seconds.
 DI6331
 DI6331.The orthometric height was determined by differential leveling and
 DI6331.adjusted by the NATIONAL GEODETIC SURVEY
 DI6331.in July 2007.
 DI6331
 DI6331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6331.GEOID18 height accuracy estimate available here.
 DI6331
 DI6331.Click photographs - Photos may exist for this station.
 DI6331
 DI6331.The dynamic height is computed by dividing the NAVD 88
 DI6331.geopotential number by the normal gravity value computed on the
 DI6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6331.degrees latitude (g = 980.6199 gals.).
 DI6331
 DI6331.The modeled gravity was interpolated from observed gravity values.
 DI6331
 DI6331;                    North         East    Units  Estimated Accuracy
 DI6331;SPC MI S     -   132,980.    4,092,180.      MT  (+/- 180 meters Scaled)
 DI6331
 DI6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163290(NAD 83)
 DI6331
 DI6331                          SUPERSEDED SURVEY CONTROL
 DI6331
 DI6331.No superseded survey control is available for this station.
 DI6331
 DI6331_MARKER: DD = SURVEY DISK
 DI6331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6331_STAMPING: 63700 2006
 DI6331_MARK LOGO: MIDT
 DI6331_PROJECTION: FLUSH
 DI6331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6331+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 DI6331
 DI6331  HISTORY     - Date     Condition        Report By
 DI6331  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6331  HISTORY     - 20130508 GOOD             WADTRI
 DI6331
 DI6331                          STATION DESCRIPTION
 DI6331
 DI6331'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6331'THE STATION IS LOCATED 5.4 MILES (8.69 KILOMETERS) WEST-NORTHWEST OF
 DI6331'ROCHESTER, 3.1 MILES (4.99 KILOMETERS) NORTH OF AUBURN HILLS, AND 7.9
 DI6331'MILES (12.71 KILOMETERS) NORTHEAST OF KEEGO HARBOR, LOCATED NORTH OF
 DI6331'THE INTERSECTION OF STATE HIGHWAY M-24 (LAPEER ROAD) WITH THE
 DI6331'SOUTHBOUND ON RAMP TO STATE HIGHWAY M-24 (LAPEER ROAD) FROM THE
 DI6331'EASTBOUND EXIT CONNECTING ROAD FROM NORTHBOUND INTERSTATE HIGHWAY-75.
 DI6331'TO REACH THE STATION FROM THE JUNCTION OF NORTHBOUND INTERSTATE
 DI6331'HIGHWAY-75, GO EAST ON EXIT CONNECTING ROAD TO SOUTHBOUND STATE
 DI6331'HIGHWAY M-24 (LAPEER ROAD) ON RAMP, TO THE STATION ON THE LEFT.
 DI6331'
 DI6331'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6331'DISK STAMPED 63700 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6331'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 341.4 METERS
 DI6331'(1120.0 FEET) NORTH OF PRIVATE ENTRANCE--3265--, 15.4 METERS (50.5
 DI6331'FEET) EAST OF THE CENTERLINE OF THE RAMP TO THE SOUTHBOUND STATE
 DI6331'HIGHWAY M-24 (LAPEER ROAD), 13.3 METERS (43.6 FEET) SOUTH-SOUTHEAST OF
 DI6331'A UTILITY POLE, 6.1 METERS (20.0 FEET) WEST-SOUTHWEST OF THE CENTER OF
 DI6331'A CATCH BASIN, AND 4.5 METERS (14.8 FEET) WEST OF THE BACK OF A CURB
 DI6331'FOR SOUTHBOUND STATE HIGHWAY M-24.
 DI6331
 DI6331                          STATION RECOVERY (2013)
 DI6331
 DI6331'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6331'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6332 ***********************************************************************
 DI6332  DESIGNATION -  63701
 DI6332  PID         -  DI6332
 DI6332  STATE/COUNTY-  MI/OAKLAND
 DI6332  COUNTRY     -  US
 DI6332  USGS QUAD   -  NORTHVILLE (2017)
 DI6332
 DI6332                         *CURRENT SURVEY CONTROL
 DI6332  ______________________________________________________________________
 DI6332* NAD 83(1986) POSITION- 42 26 23.     (N) 083 24 23.     (W)   SCALED
 DI6332* NAVD 88 ORTHO HEIGHT -   227.411 (meters)      746.10  (feet) ADJUSTED
 DI6332  ______________________________________________________________________
 DI6332  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 DI6332  DYNAMIC HEIGHT  -        227.347 (meters)      745.89  (feet) COMP
 DI6332  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 DI6332
 DI6332  VERT ORDER      -  SECOND    CLASS I
 DI6332
 DI6332.The horizontal coordinates were scaled from a map and have
 DI6332.an estimated accuracy of +/- 6 seconds.
 DI6332
 DI6332.The orthometric height was determined by differential leveling and
 DI6332.adjusted by the NATIONAL GEODETIC SURVEY
 DI6332.in July 2007.
 DI6332
 DI6332.No vertical observational check was made to the station.
 DI6332
 DI6332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6332.GEOID18 height accuracy estimate available here.
 DI6332
 DI6332.Click photographs - Photos may exist for this station.
 DI6332
 DI6332.The dynamic height is computed by dividing the NAVD 88
 DI6332.geopotential number by the normal gravity value computed on the
 DI6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6332.degrees latitude (g = 980.6199 gals.).
 DI6332
 DI6332.The modeled gravity was interpolated from observed gravity values.
 DI6332
 DI6332;                    North         East    Units  Estimated Accuracy
 DI6332;SPC MI S     -   104,830.    4,079,000.      MT  (+/- 180 meters Scaled)
 DI6332
 DI6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH020014(NAD 83)
 DI6332
 DI6332                          SUPERSEDED SURVEY CONTROL
 DI6332
 DI6332.No superseded survey control is available for this station.
 DI6332
 DI6332_MARKER: DD = SURVEY DISK
 DI6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6332_STAMPING: 63701 2006
 DI6332_MARK LOGO: MIDT
 DI6332_PROJECTION: FLUSH
 DI6332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6332+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2012
 DI6332
 DI6332  HISTORY     - Date     Condition        Report By
 DI6332  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6332  HISTORY     - 20121122 GOOD             GEOCAC
 DI6332
 DI6332                          STATION DESCRIPTION
 DI6332
 DI6332'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6332'THE STATION IS LOCATED 1.9 MILES (3.06 KILOMETERS) SOUTHWEST OF
 DI6332'FARMINGTON, 4.0 MILES (6.44 KILOMETERS) EAST-NORTHEAST OF NORTHVILLE,
 DI6332'AND 5.7 MILES (9.17 KILOMETERS) NORTHEAST OF PLYMOUTH, LOCATED NORTH
 DI6332'OF 8 MILE ROAD AND BETWEEN GOLDSMITH STREET AND METROVIEW ROAD.
 DI6332'
 DI6332'TO REACH THE STATION FROM THE JUNCTION OF 8 MILE ROAD WITH INTERSTATE
 DI6332'HIGHWAY-96, GO EAST ON 8 MILE ROAD FOR 1.3 MILES (2.09 KILOMETERS) TO
 DI6332'THE STATION ON THE LEFT.
 DI6332'
 DI6332'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6332'DISK STAMPED 63701 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6332'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 11 INCHES (28
 DI6332'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST, 3.0 METERS (9.9 FEET)
 DI6332'NORTH OF THE BACK OF A CURB, 3.8 METERS (12.4 FEET) SOUTH OF THE SOUTH
 DI6332'EDGE OF A WALK, 23.8 METERS (78.2 FEET) EAST-SOUTHEAST OF A POWER
 DI6332'POLE, 167.6 METERS (550.0 FEET) WEST OF METROVIEW ROAD, 16.4 METERS
 DI6332'(53.7 FEET) WEST OF THE CENTER OF THE DRIVE FOR WELL SPRING CHURCH
 DI6332'ADDRESS--36350--.
 DI6332
 DI6332                          STATION RECOVERY (2012)
 DI6332
 DI6332'RECOVERY NOTE BY GEOCACHING 2012 (DJP)
 DI6332'CARSONITE WITNESS POST IS MISSING.  MARKER IS APPROXIMATELY 57 FEET
 DI6332'NORTHWEST (HEADING APPROXIMATELY 309 DEGREES) FROM COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5140 ***********************************************************************
 DJ5140  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5140  DESIGNATION -  63702
 DJ5140  PID         -  DJ5140
 DJ5140  STATE/COUNTY-  MI/OAKLAND
 DJ5140  COUNTRY     -  US
 DJ5140  USGS QUAD   -  CLARKSTON (2017)
 DJ5140
 DJ5140                         *CURRENT SURVEY CONTROL
 DJ5140  ______________________________________________________________________
 DJ5140* NAD 83(2011) POSITION- 42 44 25.55369(N) 083 23 40.47822(W)   ADJUSTED
 DJ5140* NAD 83(2011) ELLIP HT-   292.285 (meters)        (06/27/12)   ADJUSTED
 DJ5140* NAD 83(2011) EPOCH   -  2010.00
 DJ5140* NAVD 88 ORTHO HEIGHT -   326.57  (meters)     1071.4   (feet) GPS OBS
 DJ5140  ______________________________________________________________________
 DJ5140  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5140  GEOID HEIGHT    -        -34.192 (meters)                     GEOID03
 DJ5140  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 DJ5140  NAD 83(2011) X  -    539,701.608 (meters)                     COMP
 DJ5140  NAD 83(2011) Y  - -4,660,641.284 (meters)                     COMP
 DJ5140  NAD 83(2011) Z  -  4,306,566.696 (meters)                     COMP
 DJ5140  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 DJ5140
 DJ5140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5140  Standards:
 DJ5140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5140  -------------------------------------------------------------------
 DJ5140  NETWORK    0.33   0.53           0.15   0.12   0.27     -0.04814700
 DJ5140  -------------------------------------------------------------------
 DJ5140  Click here for local accuracies and other accuracy information.
 DJ5140
 DJ5140.The horizontal coordinates were established by GPS observations
 DJ5140.and adjusted by the National Geodetic Survey in June 2012.
 DJ5140
 DJ5140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5140.been affixed to the stable North American tectonic plate. See 
 DJ5140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5140
 DJ5140.The horizontal coordinates are valid at the epoch date displayed above
 DJ5140.which is a decimal equivalence of Year/Month/Day.
 DJ5140
 DJ5140.The orthometric height was determined by GPS observations and a
 DJ5140.high-resolution geoid model using precise GPS observation and
 DJ5140.processing techniques.
 DJ5140
 DJ5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5140.GEOID18 height accuracy estimate available here.
 DJ5140
 DJ5140.Click photographs - Photos may exist for this station.
 DJ5140
 DJ5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5140
 DJ5140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5140
 DJ5140.The ellipsoidal height was determined by GPS observations
 DJ5140.and is referenced to NAD 83.
 DJ5140
 DJ5140. The following values were computed from the NAD 83(2011) position.
 DJ5140
 DJ5140;                    North         East     Units Scale Factor Converg.
 DJ5140;SPC MI S     -   138,243.179 4,079,589.022   MT  0.99991005   +0 39 41.5
 DJ5140;SPC MI S     -   453,553.74 13,384,478.42   iFT  0.99991005   +0 39 41.5
 DJ5140;UTM  17      - 4,734,771.387   303,997.791   MT  1.00007266   -1 37 32.4
 DJ5140
 DJ5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5140!SPC MI S     -   0.99995416  x   0.99991005  =   0.99986422
 DJ5140!UTM  17      -   0.99995416  x   1.00007266  =   1.00002682
 DJ5140
 DJ5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0399734771(NAD 83)
 DJ5140
 DJ5140                          SUPERSEDED SURVEY CONTROL
 DJ5140
 DJ5140  NAD 83(2007)-  42 44 25.55351(N)    083 23 40.47894(W) AD(2002.00) 1
 DJ5140  ELLIP H (06/10/07)  292.298  (m)                       GP(2002.00) 4 1
 DJ5140
 DJ5140.Superseded values are not recommended for survey control.
 DJ5140
 DJ5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5140.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5140
 DJ5140_MARKER: DD = SURVEY DISK
 DJ5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5140_STAMPING: 63702 2006
 DJ5140_MARK LOGO: MIDT
 DJ5140_PROJECTION: FLUSH
 DJ5140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5140+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DJ5140
 DJ5140  HISTORY     - Date     Condition        Report By
 DJ5140  HISTORY     - 20060612 MONUMENTED       MIDT
 DJ5140
 DJ5140                          STATION DESCRIPTION
 DJ5140
 DJ5140'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5140'THE STATION IS LOCATED 1.6 MILES (2.57 KILOMETERS) NORTHEAST OF
 DJ5140'CLARKSTON, 2.8 MILES (4.51 KILOMETERS) NORTH-NORTHEAST OF WATERFORD,
 DJ5140'AND 8.1 MILES (13.04 KILOMETERS) SOUTHWEST OF LAKE ORION, LOCATED
 DJ5140'SOUTH OF FLEMINGS LAKE ROAD AND BETWEEN CLARKSTON ROAD AND EXTENDED
 DJ5140'WALTERS ROAD.
 DJ5140'
 DJ5140'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DJ5140'SASHABAW ROAD, GO SOUTH ON SASHABAW ROAD FOR 0.1 MILES (0.16
 DJ5140'KILOMETERS) TO WALDON ROAD, TURN RIGHT AND GO WEST ON WALDON ROAD FOR
 DJ5140'0.5 MI (0.8 KM) (0.8 KILOMETERS) TO WALTERS ROAD, TURN RIGHT AND GO
 DJ5140'NORTH ON WALTERS ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO FLEMINGS ROAD,
 DJ5140'TURN LEFT AND GO WEST ON FLEMINGS ROAD FOR 0.2 MILES (0.32 KILOMETERS)
 DJ5140'TO THE STATION ON THE LEFT.
 DJ5140'
 DJ5140'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5140'DISK STAMPED 63702 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5140'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 442.0 METERS
 DJ5140'(1450.0 FEET) EAST OF CLARKSTON ROAD, 23.8 METERS (78.0 FEET) EAST OF
 DJ5140'THE EXTENDED CENTER OF PRIVATE ENTRANCE--6122--, 12.9 METERS (42.3
 DJ5140'FEET) WEST OF THE CENTERLINE OF DRIVE FOR BUS DROP OFF, 10.9 METERS
 DJ5140'(35.7 FEET) NORTHWEST OF THE BASE OF A LIGHT POLE, 10.5 METERS (34.5
 DJ5140'FEET) SOUTH OF THE CENTERLINE OF FLEMINGS LAKE ROAD, AND 11 INCHES (28
 DJ5140'CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6333 ***********************************************************************
 DI6333  DESIGNATION -  63703
 DI6333  PID         -  DI6333
 DI6333  STATE/COUNTY-  MI/OAKLAND
 DI6333  COUNTRY     -  US
 DI6333  USGS QUAD   -  SOUTH LYON (2017)
 DI6333
 DI6333                         *CURRENT SURVEY CONTROL
 DI6333  ______________________________________________________________________
 DI6333* NAD 83(2011) POSITION- 42 28 33.27551(N) 083 37 47.68917(W)   ADJUSTED
 DI6333* NAD 83(2011) ELLIP HT-   265.813 (meters)        (06/27/12)   ADJUSTED
 DI6333* NAD 83(2011) EPOCH   -  2010.00
 DI6333* NAVD 88 ORTHO HEIGHT -   299.399 (meters)      982.28  (feet) ADJUSTED
 DI6333  ______________________________________________________________________
 DI6333  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 DI6333  NAD 83(2011) X  -    522,759.046 (meters)                     COMP
 DI6333  NAD 83(2011) Y  - -4,682,570.094 (meters)                     COMP
 DI6333  NAD 83(2011) Z  -  4,284,920.895 (meters)                     COMP
 DI6333  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 DI6333  DYNAMIC HEIGHT  -        299.314 (meters)      982.00  (feet) COMP
 DI6333  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 DI6333
 DI6333  VERT ORDER      -  SECOND    CLASS I
 DI6333
 DI6333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6333  Standards:
 DI6333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6333  -------------------------------------------------------------------
 DI6333  NETWORK    0.24   0.37           0.11   0.08   0.19     -0.04470143
 DI6333  -------------------------------------------------------------------
 DI6333  Click here for local accuracies and other accuracy information.
 DI6333
 DI6333.The horizontal coordinates were established by GPS observations
 DI6333.and adjusted by the National Geodetic Survey in June 2012.
 DI6333
 DI6333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6333.been affixed to the stable North American tectonic plate. See 
 DI6333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6333
 DI6333.The horizontal coordinates are valid at the epoch date displayed above
 DI6333.which is a decimal equivalence of Year/Month/Day.
 DI6333
 DI6333.The orthometric height was determined by differential leveling and
 DI6333.adjusted by the NATIONAL GEODETIC SURVEY
 DI6333.in July 2007.
 DI6333
 DI6333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6333.GEOID18 height accuracy estimate available here.
 DI6333
 DI6333.Click photographs - Photos may exist for this station.
 DI6333
 DI6333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6333
 DI6333.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6333
 DI6333.The ellipsoidal height was determined by GPS observations
 DI6333.and is referenced to NAD 83.
 DI6333
 DI6333.The dynamic height is computed by dividing the NAVD 88
 DI6333.geopotential number by the normal gravity value computed on the
 DI6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6333.degrees latitude (g = 980.6199 gals.).
 DI6333
 DI6333.The modeled gravity was interpolated from observed gravity values.
 DI6333
 DI6333. The following values were computed from the NAD 83(2011) position.
 DI6333
 DI6333;                    North         East     Units Scale Factor Converg.
 DI6333;SPC MI S     -   108,666.711 4,060,578.731   MT  0.99993222   +0 30 05.0
 DI6333;SPC MI S     -   356,518.08 13,322,108.70   iFT  0.99993222   +0 30 05.0
 DI6333;UTM  17      - 4,705,969.717   283,820.428   MT  1.00017502   -1 46 35.8
 DI6333
 DI6333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6333!SPC MI S     -   0.99995831  x   0.99993222  =   0.99989054
 DI6333!UTM  17      -   0.99995831  x   1.00017502  =   1.00013333
 DI6333
 DI6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8382005969(NAD 83)
 DI6333
 DI6333                          SUPERSEDED SURVEY CONTROL
 DI6333
 DI6333  NAD 83(2007)-  42 28 33.27572(N)    083 37 47.68988(W) AD(2002.00) B
 DI6333  ELLIP H (10/23/09)  265.821  (m)                       GP(2002.00) 3 1
 DI6333  NAD 83(2007)-  42 28 33.27564(N)    083 37 47.68999(W) AD(2002.00) 1
 DI6333  ELLIP H (06/10/07)  265.816  (m)                       GP(2002.00) 4 1
 DI6333  NAVD 88             299.40   (m)          982.3    (f) LEVELING    3  
 DI6333
 DI6333.Superseded values are not recommended for survey control.
 DI6333
 DI6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6333.See file dsdata.pdf to determine how the superseded data were derived.
 DI6333
 DI6333_MARKER: DD = SURVEY DISK
 DI6333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6333_STAMPING: 63703 2006
 DI6333_MARK LOGO: MIDT
 DI6333_PROJECTION: FLUSH
 DI6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6333+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2009
 DI6333
 DI6333  HISTORY     - Date     Condition        Report By
 DI6333  HISTORY     - 20060605 MONUMENTED       MIDT
 DI6333  HISTORY     - 20090215 GOOD             MIDT
 DI6333
 DI6333                          STATION DESCRIPTION
 DI6333
 DI6333'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6333'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) NORTHEAST OF SOUTH
 DI6333'LYON, 2.5 MILES (4.02 KILOMETERS) SOUTHWEST OF NEW HUDSON, AND 5.5
 DI6333'MILES (8.85 KILOMETERS) NORTHWEST OF SALEM, LOCATED NORTH OF 11 MILE
 DI6333'ROAD AND BETWEEN STANCREST DRIVE AND BELLADONNA.
 DI6333'
 DI6333'TO REACH THE STATION FROM THE JUNCTION OF 10 MILE ROAD WITH MARTINDALE
 DI6333'ROAD, GO NORTH ON MARTINDALE ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO
 DI6333'11 MILE ROAD, TURN RIGHT AND GO EAST ON 11 MILE ROAD FOR 0.4 MILES
 DI6333'(0.64 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6333'
 DI6333'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6333'DISK STAMPED 63703 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6333'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 121.9 METERS
 DI6333'(400.0 FEET) EAST OF STANCREST DRIVE, 19.0 METERS (62.3 FEET) WEST OF
 DI6333'THE EXTENDED CENTER OF PRIVATE ENTRANCE--58699--, 6.4 METERS (20.9
 DI6333'FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF PEDESTAL CABINET BOX,
 DI6333'2.4 METERS (7.8 FEET) NORTH OF THE BACK OF A CURB, AND 11 INCHES (28
 DI6333'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
 DI6333
 DI6333                          STATION RECOVERY (2009)
 DI6333
 DI6333'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 DI6333'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5141 ***********************************************************************
 DJ5141  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5141  DESIGNATION -  63704
 DJ5141  PID         -  DJ5141
 DJ5141  STATE/COUNTY-  MI/OAKLAND
 DJ5141  COUNTRY     -  US
 DJ5141  USGS QUAD   -  ORTONVILLE (2017)
 DJ5141
 DJ5141                         *CURRENT SURVEY CONTROL
 DJ5141  ______________________________________________________________________
 DJ5141* NAD 83(2011) POSITION- 42 47 46.97740(N) 083 27 17.02681(W)   ADJUSTED
 DJ5141* NAD 83(2011) ELLIP HT-   299.524 (meters)        (06/27/12)   ADJUSTED
 DJ5141* NAD 83(2011) EPOCH   -  2010.00
 DJ5141* NAVD 88 ORTHO HEIGHT -   333.80  (meters)     1095.1   (feet) GPS OBS
 DJ5141  ______________________________________________________________________
 DJ5141  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5141  GEOID HEIGHT    -        -34.183 (meters)                     GEOID03
 DJ5141  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 DJ5141  NAD 83(2011) X  -    534,327.794 (meters)                     COMP
 DJ5141  NAD 83(2011) Y  - -4,657,017.367 (meters)                     COMP
 DJ5141  NAD 83(2011) Z  -  4,311,134.650 (meters)                     COMP
 DJ5141  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 DJ5141
 DJ5141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5141  Standards:
 DJ5141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5141  -------------------------------------------------------------------
 DJ5141  NETWORK    0.35   0.53           0.16   0.12   0.27     -0.03130219
 DJ5141  -------------------------------------------------------------------
 DJ5141  Click here for local accuracies and other accuracy information.
 DJ5141
 DJ5141.The horizontal coordinates were established by GPS observations
 DJ5141.and adjusted by the National Geodetic Survey in June 2012.
 DJ5141
 DJ5141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5141.been affixed to the stable North American tectonic plate. See 
 DJ5141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5141
 DJ5141.The horizontal coordinates are valid at the epoch date displayed above
 DJ5141.which is a decimal equivalence of Year/Month/Day.
 DJ5141
 DJ5141.The orthometric height was determined by GPS observations and a
 DJ5141.high-resolution geoid model using precise GPS observation and
 DJ5141.processing techniques.
 DJ5141
 DJ5141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5141.GEOID18 height accuracy estimate available here.
 DJ5141
 DJ5141.Click photographs - Photos may exist for this station.
 DJ5141
 DJ5141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5141
 DJ5141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5141
 DJ5141.The ellipsoidal height was determined by GPS observations
 DJ5141.and is referenced to NAD 83.
 DJ5141
 DJ5141. The following values were computed from the NAD 83(2011) position.
 DJ5141
 DJ5141;                    North         East     Units Scale Factor Converg.
 DJ5141;SPC MI S     -   144,402.646 4,074,596.978   MT  0.99990807   +0 37 14.2
 DJ5141;SPC MI S     -   473,761.96 13,368,100.32   iFT  0.99990807   +0 37 14.2
 DJ5141;UTM  17      - 4,741,126.355   299,254.801   MT  1.00009580   -1 40 05.8
 DJ5141
 DJ5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5141!SPC MI S     -   0.99995303  x   0.99990807  =   0.99986110
 DJ5141!UTM  17      -   0.99995303  x   1.00009580  =   1.00004882
 DJ5141
 DJ5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9925441126(NAD 83)
 DJ5141
 DJ5141                          SUPERSEDED SURVEY CONTROL
 DJ5141
 DJ5141  NAD 83(2007)-  42 47 46.97726(N)    083 27 17.02749(W) AD(2002.00) 1
 DJ5141  ELLIP H (06/10/07)  299.535  (m)                       GP(2002.00) 4 1
 DJ5141
 DJ5141.Superseded values are not recommended for survey control.
 DJ5141
 DJ5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5141.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5141
 DJ5141_MARKER: DD = SURVEY DISK
 DJ5141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5141_STAMPING: 63704 2006
 DJ5141_MARK LOGO: MIDT
 DJ5141_PROJECTION: FLUSH
 DJ5141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5141+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DJ5141
 DJ5141  HISTORY     - Date     Condition        Report By
 DJ5141  HISTORY     - 20060612 MONUMENTED       MIDT
 DJ5141
 DJ5141                          STATION DESCRIPTION
 DJ5141
 DJ5141'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5141'THE STATION IS LOCATED 5.5 MILES (8.85 KILOMETERS) NORTHEAST OF
 DJ5141'DAVISBURG, 4.8 MILES (7.72 KILOMETERS) NORTH-NORTHWEST OF CLARKSTON,
 DJ5141'AND 3.8 MILES (6.12 KILOMETERS) SOUTH-SOUTHWEST OF ORTONVILLE, SOUTH
 DJ5141'OF OAKHILL ROAD BETWEEN OAKHILL PLAZA AND BIRD ROAD.
 DJ5141'
 DJ5141'TO REACH THE STATION FROM THE JUNCTION OF ORTONVILLE ROAD WITH OAK
 DJ5141'HILL ROAD, GO WEST ON OAKHILL ROAD FOR 1.4 MILES (2.25 KILOMETERS),
 DJ5141'CONTINUE NORTH THEN CURVING WEST ON OAKHILL ROAD FOR 0.5 MILES (0.8
 DJ5141'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5141'
 DJ5141'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5141'DISK STAMPED 63704 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5141'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 11 INCHES (28
 DJ5141'CENTIMETERS) NORTH OF A CARSONITE WITNESS POST, 9.0 METERS (29.6 FEET)
 DJ5141'SOUTH OF THE CENTERLINE OF OAKHILL ROAD, 31.2 METERS (102.3 FEET) EAST
 DJ5141'OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--8360--, AND 192.6 METERS
 DJ5141'(632.0 FEET) WEST OF THE CENTERLINE OF OAKHILL PLAZA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5142 ***********************************************************************
 DJ5142  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5142  DESIGNATION -  63705
 DJ5142  PID         -  DJ5142
 DJ5142  STATE/COUNTY-  MI/OAKLAND
 DJ5142  COUNTRY     -  US
 DJ5142  USGS QUAD   -  LAKE ORION (2017)
 DJ5142
 DJ5142                         *CURRENT SURVEY CONTROL
 DJ5142  ______________________________________________________________________
 DJ5142* NAD 83(2011) POSITION- 42 46 13.03694(N) 083 08 15.30504(W)   ADJUSTED
 DJ5142* NAD 83(2011) ELLIP HT-   251.633 (meters)        (06/27/12)   ADJUSTED
 DJ5142* NAD 83(2011) EPOCH   -  2010.00
 DJ5142* NAVD 88 ORTHO HEIGHT -   286.43  (meters)      939.7   (feet) GPS OBS
 DJ5142  ______________________________________________________________________
 DJ5142  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5142  GEOID HEIGHT    -        -34.703 (meters)                     GEOID03
 DJ5142  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 DJ5142  NAD 83(2011) X  -    560,328.180 (meters)                     COMP
 DJ5142  NAD 83(2011) Y  - -4,655,908.449 (meters)                     COMP
 DJ5142  NAD 83(2011) Z  -  4,308,974.515 (meters)                     COMP
 DJ5142  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 DJ5142
 DJ5142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5142  Standards:
 DJ5142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5142  -------------------------------------------------------------------
 DJ5142  NETWORK    0.29   0.45           0.13   0.10   0.23     -0.00220711
 DJ5142  -------------------------------------------------------------------
 DJ5142  Click here for local accuracies and other accuracy information.
 DJ5142
 DJ5142.The horizontal coordinates were established by GPS observations
 DJ5142.and adjusted by the National Geodetic Survey in June 2012.
 DJ5142
 DJ5142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5142.been affixed to the stable North American tectonic plate. See 
 DJ5142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5142
 DJ5142.The horizontal coordinates are valid at the epoch date displayed above
 DJ5142.which is a decimal equivalence of Year/Month/Day.
 DJ5142
 DJ5142.The orthometric height was determined by GPS observations and a
 DJ5142.high-resolution geoid model using precise GPS observation and
 DJ5142.processing techniques.
 DJ5142
 DJ5142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5142.GEOID18 height accuracy estimate available here.
 DJ5142
 DJ5142.Click photographs - Photos may exist for this station.
 DJ5142
 DJ5142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5142
 DJ5142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5142
 DJ5142.The ellipsoidal height was determined by GPS observations
 DJ5142.and is referenced to NAD 83.
 DJ5142
 DJ5142. The following values were computed from the NAD 83(2011) position.
 DJ5142
 DJ5142;                    North         East     Units Scale Factor Converg.
 DJ5142;SPC MI S     -   141,834.270 4,100,580.325   MT  0.99990887   +0 50 11.1
 DJ5142;SPC MI S     -   465,335.53 13,453,347.52   iFT  0.99990887   +0 50 11.1
 DJ5142;UTM  17      - 4,737,521.982   325,118.125   MT  0.99997627   -1 27 06.9
 DJ5142
 DJ5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5142!SPC MI S     -   0.99996054  x   0.99990887  =   0.99986941
 DJ5142!UTM  17      -   0.99996054  x   0.99997627  =   0.99993681
 DJ5142
 DJ5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2511837521(NAD 83)
 DJ5142
 DJ5142                          SUPERSEDED SURVEY CONTROL
 DJ5142
 DJ5142  NAD 83(2007)-  42 46 13.03692(N)    083 08 15.30600(W) AD(2002.00) 1
 DJ5142  ELLIP H (06/10/07)  251.635  (m)                       GP(2002.00) 4 1
 DJ5142
 DJ5142.Superseded values are not recommended for survey control.
 DJ5142
 DJ5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5142.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5142
 DJ5142_MARKER: DD = SURVEY DISK
 DJ5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5142_STAMPING: 63705 2006
 DJ5142_MARK LOGO: MIDT
 DJ5142_PROJECTION: FLUSH
 DJ5142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5142+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DJ5142
 DJ5142  HISTORY     - Date     Condition        Report By
 DJ5142  HISTORY     - 20060613 MONUMENTED       MIDT
 DJ5142
 DJ5142                          STATION DESCRIPTION
 DJ5142
 DJ5142'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5142'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) SOUTH-SOUTHEAST OF
 DJ5142'LAKEVILLE, 5.4 MILES (8.69 KILOMETERS) EAST-SOUTHEAST OF LAKE ORION,
 DJ5142'AND 6.7 MILES (10.78 KILOMETERS) SOUTHWEST OF ROMEO, LOCATED EAST OF
 DJ5142'ROCHESTER ROAD AND BETWEEN NATALIE MARIE AND EXTENDED STONEY CREEK
 DJ5142'ROAD.    TO REACH THE STATION FROM THE JUNCTION OF ROMEO ROAD WITH
 DJ5142'ROCHESTER ROAD.  GO SOUTH ON ROCHESTER ROAD FOR 2.1 MILES (3.38
 DJ5142'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5142'
 DJ5142'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5142'DISK STAMPED 63705 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5142'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 68.6 METERS
 DJ5142'(225.0 FEET) SOUTH OF THE CENTERLINE OF NATALIE MARIE, 61.0 METERS
 DJ5142'(200.0 FEET) NORTH OF THE EXTENDED CENTERLINE OF STONEY CREEK ROAD,
 DJ5142'46.8 METERS (153.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 DJ5142'COLUMN, 10.2 M (33.5 FT) (33.5 FEET) EAST OF THE CENTERLINE OF
 DJ5142'ROCHESTER ROAD, AND 11 INCHES (28 CM) (28 CENTIMETERS) WEST OF A
 DJ5142'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6334 ***********************************************************************
 DI6334  DESIGNATION -  63706
 DI6334  PID         -  DI6334
 DI6334  STATE/COUNTY-  MI/OAKLAND
 DI6334  COUNTRY     -  US
 DI6334  USGS QUAD   -  ROYAL OAK (2017)
 DI6334
 DI6334                         *CURRENT SURVEY CONTROL
 DI6334  ______________________________________________________________________
 DI6334* NAD 83(1986) POSITION- 42 26 43.     (N) 083 11 42.     (W)   SCALED
 DI6334* NAVD 88 ORTHO HEIGHT -   203.127 (meters)      666.43  (feet) ADJUSTED
 DI6334  ______________________________________________________________________
 DI6334  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 DI6334  DYNAMIC HEIGHT  -        203.069 (meters)      666.24  (feet) COMP
 DI6334  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 DI6334
 DI6334  VERT ORDER      -  SECOND    CLASS I
 DI6334
 DI6334.The horizontal coordinates were scaled from a map and have
 DI6334.an estimated accuracy of +/- 6 seconds.
 DI6334
 DI6334.The orthometric height was determined by differential leveling and
 DI6334.adjusted by the NATIONAL GEODETIC SURVEY
 DI6334.in July 2007.
 DI6334
 DI6334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6334.GEOID18 height accuracy estimate available here.
 DI6334
 DI6334.Click photographs - Photos may exist for this station.
 DI6334
 DI6334.The dynamic height is computed by dividing the NAVD 88
 DI6334.geopotential number by the normal gravity value computed on the
 DI6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6334.degrees latitude (g = 980.6199 gals.).
 DI6334
 DI6334.The modeled gravity was interpolated from observed gravity values.
 DI6334
 DI6334;                    North         East    Units  Estimated Accuracy
 DI6334;SPC MI S     -   105,670.    4,096,390.      MT  (+/- 180 meters Scaled)
 DI6334
 DI6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH194015(NAD 83)
 DI6334
 DI6334                          SUPERSEDED SURVEY CONTROL
 DI6334
 DI6334.No superseded survey control is available for this station.
 DI6334
 DI6334_MARKER: DD = SURVEY DISK
 DI6334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6334_STAMPING: 63706 2006
 DI6334_MARK LOGO: MIDT
 DI6334_PROJECTION: FLUSH
 DI6334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6334+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DI6334
 DI6334  HISTORY     - Date     Condition        Report By
 DI6334  HISTORY     - 20060601 MONUMENTED       MIDT
 DI6334
 DI6334                          STATION DESCRIPTION
 DI6334
 DI6334'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6334'THE STATION IS LOCATED 1.2 MILES (1.93 KILOMETERS) SOUTHWEST OF OAK
 DI6334'PARK, 2.3 MILES (3.7 KILOMETERS) SOUTHEAST OF SOUTHFIELD, AND 3.2
 DI6334'MILES (5.15 KILOMETERS) SOUTHWEST OF FERNDALE, LOCATED NORTH OF STATE
 DI6334'HIGHWAY M-102 (8 MILE ROAD) AND BETWEEN EXTENDED BASIL STREET AND
 DI6334'EXTENDED CAROL STREET.
 DI6334'
 DI6334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (8 MILE
 DI6334'ROAD) WITH INTERSTATE HIGHWAY-75, GO WEST ON STATE HIGHWAY M-102 (8
 DI6334'MILE ROAD) FOR 5.1 MILES (8.21 KILOMETERS) TO THE STATION ON THE
 DI6334'RIGHT.
 DI6334'
 DI6334'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6334'DISK STAMPED 63706 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6334'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1.0 METER (3.25
 DI6334'FEET) SOUTH OF A CARSONITE WITNESS POST, 2.5 METERS (8.3 FEET) NORTH
 DI6334'OF THE BACK OF A CURB, 9.6 METERS (31.4 FEET) EAST-SOUTHEAST OF THE
 DI6334'BASE OF A LIGHT POLE, 47.2 METERS (155.0 FEET) EAST OF THE CENTERLINE
 DI6334'OF EXTENDED BASIL STREET, 54.9 METERS (180.0 FEET) WEST OF EXTENDED
 DI6334'CAROL STREET, 46.9 METERS (153.8 FEET) EAST OF THE CENTER OF PRIVATE
 DI6334'ENTRANCE--15160--.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6335 ***********************************************************************
 DI6335  DESIGNATION -  63707
 DI6335  PID         -  DI6335
 DI6335  STATE/COUNTY-  MI/OAKLAND
 DI6335  COUNTRY     -  US
 DI6335  USGS QUAD   -  PONTIAC NORTH (2017)
 DI6335
 DI6335                         *CURRENT SURVEY CONTROL
 DI6335  ______________________________________________________________________
 DI6335* NAD 83(1986) POSITION- 42 38 05.     (N) 083 17 35.     (W)   SCALED
 DI6335* NAVD 88 ORTHO HEIGHT -   281.120 (meters)      922.31  (feet) ADJUSTED
 DI6335  ______________________________________________________________________
 DI6335  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 DI6335  DYNAMIC HEIGHT  -        281.036 (meters)      922.03  (feet) COMP
 DI6335  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 DI6335
 DI6335  VERT ORDER      -  SECOND    CLASS I
 DI6335
 DI6335.The horizontal coordinates were scaled from a map and have
 DI6335.an estimated accuracy of +/- 6 seconds.
 DI6335
 DI6335.The orthometric height was determined by differential leveling and
 DI6335.adjusted by the NATIONAL GEODETIC SURVEY
 DI6335.in July 2007.
 DI6335
 DI6335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6335.GEOID18 height accuracy estimate available here.
 DI6335
 DI6335.Click photographs - Photos may exist for this station.
 DI6335
 DI6335.The dynamic height is computed by dividing the NAVD 88
 DI6335.geopotential number by the normal gravity value computed on the
 DI6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6335.degrees latitude (g = 980.6199 gals.).
 DI6335
 DI6335.The modeled gravity was interpolated from observed gravity values.
 DI6335
 DI6335;                    North         East    Units  Estimated Accuracy
 DI6335;SPC MI S     -   126,600.    4,088,050.      MT  (+/- 180 meters Scaled)
 DI6335
 DI6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH119228(NAD 83)
 DI6335
 DI6335                          SUPERSEDED SURVEY CONTROL
 DI6335
 DI6335.No superseded survey control is available for this station.
 DI6335
 DI6335_MARKER: DD = SURVEY DISK
 DI6335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6335_STAMPING: 63707 2006
 DI6335_MARK LOGO: MIDT
 DI6335_PROJECTION: FLUSH
 DI6335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6335+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 DI6335
 DI6335  HISTORY     - Date     Condition        Report By
 DI6335  HISTORY     - 20060613 MONUMENTED       MIDT
 DI6335  HISTORY     - 20130226 GOOD             SPALD
 DI6335  HISTORY     - 20170927 GOOD             SPICE
 DI6335  HISTORY     - 20200710 GOOD             MIDT
 DI6335
 DI6335                          STATION DESCRIPTION
 DI6335
 DI6335'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6335'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) NORTHEAST OF KEEGO
 DI6335'HARBOR, 4.1 MILES (6.6 KILOMETERS) NORTHWEST OF BLOOMFIELD HILLS, AND
 DI6335'2.8 MILES (4.51 KILOMETERS) SOUTHWEST OF AUBURN HILLS, IN THE
 DI6335'NORTHEAST QUADRANT OF THE INTERSECTION OF AUBURN AVENUE WITH WIDE
 DI6335'TRACK DRIVE EAST (INTERSTATE HIGHWAY-75 BL).
 DI6335'
 DI6335'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 BL
 DI6335'(WIDE TRACK DRIVE E) WITH AUBURN AVENUE, GO EAST ON AUBURN AVENUE FOR
 DI6335'3.3 METERS (10.8 FEET) PAST THE BACK OF A CURB FOR INTERSTATE
 DI6335'HIGHWAY-75 BL TO THE STATION ON THE LEFT.
 DI6335'
 DI6335'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6335'DISK STAMPED 63707 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6335'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DI6335'(200.0 FEET) NORTH OF EXTENDED DRIVE FOR AMTRACK ADDRESS--1600--, 17.6
 DI6335'METERS (57.8 FEET) NORTH OF THE CENTERLINE OF AUBURN AVENUE, 11.3
 DI6335'METERS (37.0 FEET) SOUTH-SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 3.7
 DI6335'METERS (12.0 FEET) NORTH-NORTHEAST OF A UTILITY POLE BASE, 11 INCHES
 DI6335'(28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6335
 DI6335                          STATION RECOVERY (2013)
 DI6335
 DI6335'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6335'RECOVERED IN GOOD CONDITION.
 DI6335
 DI6335                          STATION RECOVERY (2017)
 DI6335
 DI6335'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2017 (JRD)
 DI6335'RECOVERED IN GOOD CONDITION.
 DI6335
 DI6335                          STATION RECOVERY (2020)
 DI6335
 DI6335'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6361 ***********************************************************************
 DI6361  DESIGNATION -  63708
 DI6361  PID         -  DI6361
 DI6361  STATE/COUNTY-  MI/OAKLAND
 DI6361  COUNTRY     -  US
 DI6361  USGS QUAD   -  NORTHVILLE (2017)
 DI6361
 DI6361                         *CURRENT SURVEY CONTROL
 DI6361  ______________________________________________________________________
 DI6361* NAD 83(1986) POSITION- 42 26 21.     (N) 083 25 56.     (W)   SCALED
 DI6361* NAVD 88 ORTHO HEIGHT -   245.543 (meters)      805.59  (feet) ADJUSTED
 DI6361  ______________________________________________________________________
 DI6361  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 DI6361  DYNAMIC HEIGHT  -        245.474 (meters)      805.36  (feet) COMP
 DI6361  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DI6361
 DI6361  VERT ORDER      -  SECOND    CLASS I
 DI6361
 DI6361.The horizontal coordinates were scaled from a map and have
 DI6361.an estimated accuracy of +/- 6 seconds.
 DI6361
 DI6361.The orthometric height was determined by differential leveling and
 DI6361.adjusted by the NATIONAL GEODETIC SURVEY
 DI6361.in July 2007.
 DI6361
 DI6361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6361.GEOID18 height accuracy estimate available here.
 DI6361
 DI6361.Click photographs - Photos may exist for this station.
 DI6361
 DI6361.The dynamic height is computed by dividing the NAVD 88
 DI6361.geopotential number by the normal gravity value computed on the
 DI6361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6361.degrees latitude (g = 980.6199 gals.).
 DI6361
 DI6361.The modeled gravity was interpolated from observed gravity values.
 DI6361
 DI6361;                    North         East    Units  Estimated Accuracy
 DI6361;SPC MI S     -   104,750.    4,076,880.      MT  (+/- 180 meters Scaled)
 DI6361
 DI6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH999014(NAD 83)
 DI6361
 DI6361                          SUPERSEDED SURVEY CONTROL
 DI6361
 DI6361.No superseded survey control is available for this station.
 DI6361
 DI6361_MARKER: DD = SURVEY DISK
 DI6361_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI6361_SP_SET: BRIDGE WINGWALL
 DI6361_STAMPING: 63708 2006
 DI6361_MARK LOGO: MIDT
 DI6361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6361+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2009
 DI6361
 DI6361  HISTORY     - Date     Condition        Report By
 DI6361  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6361  HISTORY     - 20090409 GOOD             STANTI
 DI6361
 DI6361                          STATION DESCRIPTION
 DI6361
 DI6361'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6361'THE STATION IS LOCATED 2.7 MILES (4.35 KILOMETERS) EAST-NORTHEAST OF
 DI6361'NORTHVILLE, 3.1 MILES (4.99 KILOMETERS) SOUTHWEST OF FARMINGTON, AND
 DI6361'3.7 MILES (5.95 KILOMETERS) SOUTHEAST OF NOVI, LOCATED IN THE MEDIAN
 DI6361'OF INTERSTATE HIGHWAY-275 AND SOUTH OF 8 MILE ROAD.
 DI6361'
 DI6361'TO REACH THE STATION FROM THE JUNCTION OF HAGGERTY ROAD WITH 8 MILE
 DI6361'ROAD, GO EAST ON 8 MILE ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO THE
 DI6361'STATION ON THE RIGHT.
 DI6361'
 DI6361'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6361'DISK STAMPED 63708 2006.  THE STATION IS SET IN THE NORTHEAST WINGWALL
 DI6361'OF THE SOUTHBOUND INTERSTATE HIGHWAY-275 BRIDGE OVER 8 MILE ROAD, 8.8
 DI6361'METERS (28.8 FEET) WEST OF THE EDGE OF A WINGWALL, 6.9 METERS (22.6
 DI6361'FEET) SOUTH OF A METAL UTILITY POLE, 2.0 METERS (6.7 FEET) EAST OF A
 DI6361'BARRIER WALL FOR THE SOUTHBOUND BRIDGE.
 DI6361
 DI6361                          STATION RECOVERY (2009)
 DI6361
 DI6361'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (BDF)
 DI6361'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0741 ***********************************************************************
 NE0741  DESIGNATION -  64 1/2
 NE0741  PID         -  NE0741
 NE0741  STATE/COUNTY-  MI/SHIAWASSEE
 NE0741  COUNTRY     -  US
 NE0741  USGS QUAD   -  DURAND (2017)
 NE0741
 NE0741                         *CURRENT SURVEY CONTROL
 NE0741  ______________________________________________________________________
 NE0741* NAD 83(1986) POSITION- 42 53 19.     (N) 083 56 34.     (W)   SCALED
 NE0741* NAVD 88 ORTHO HEIGHT -   250.187 (meters)      820.82  (feet) ADJUSTED
 NE0741  ______________________________________________________________________
 NE0741  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 NE0741  DYNAMIC HEIGHT  -        250.124 (meters)      820.62  (feet) COMP
 NE0741  MODELED GRAVITY -    980,361.8   (mgal)                       NAVD 88
 NE0741
 NE0741  VERT ORDER      -  SECOND    CLASS 0
 NE0741
 NE0741.The horizontal coordinates were scaled from a map and have
 NE0741.an estimated accuracy of +/- 6 seconds.
 NE0741
 NE0741.The orthometric height was determined by differential leveling and
 NE0741.adjusted by the NATIONAL GEODETIC SURVEY
 NE0741.in June 1991.
 NE0741
 NE0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0741.GEOID18 height accuracy estimate available here.
 NE0741
 NE0741.Click photographs - Photos may exist for this station.
 NE0741
 NE0741.The dynamic height is computed by dividing the NAVD 88
 NE0741.geopotential number by the normal gravity value computed on the
 NE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0741.degrees latitude (g = 980.6199 gals.).
 NE0741
 NE0741.The modeled gravity was interpolated from observed gravity values.
 NE0741
 NE0741;                    North         East    Units  Estimated Accuracy
 NE0741;SPC MI S     -   154,330.    4,034,620.      MT  (+/- 180 meters Scaled)
 NE0741
 NE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH596526(NAD 83)
 NE0741
 NE0741                          SUPERSEDED SURVEY CONTROL
 NE0741
 NE0741  NGVD 29 (??/??/92)  250.320  (m)          821.26   (f) ADJ UNCH    2 0
 NE0741
 NE0741.Superseded values are not recommended for survey control.
 NE0741
 NE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0741.See file dsdata.pdf to determine how the superseded data were derived.
 NE0741
 NE0741_MARKER: B = BOLT
 NE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0741+STABILITY: SURFACE MOTION
 NE0741
 NE0741  HISTORY     - Date     Condition        Report By
 NE0741  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0741  HISTORY     - 1934     GOOD             CGS
 NE0741
 NE0741                          STATION DESCRIPTION
 NE0741
 NE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0741'2.5 MI SE FROM DURAND.
 NE0741'2.5 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0741'THE STATION AT DURAND, SHIAWASSEE COUNTY, 45 FEET NORTH OF THE
 NE0741'NORTH RAIL OF THE NORTH TRACK, 21 FEET SOUTHEAST OF A FENCE
 NE0741'INTERSECTION, AND 1 FOOT WEST OF THE FENCE.  A COPPER BOLT, SET
 NE0741'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0343 ***********************************************************************
 OK0343  DESIGNATION -  64 1/2
 OK0343  PID         -  OK0343
 OK0343  STATE/COUNTY-  MI/KENT
 OK0343  COUNTRY     -  US
 OK0343  USGS QUAD   -  SPARTA (2017)
 OK0343
 OK0343                         *CURRENT SURVEY CONTROL
 OK0343  ______________________________________________________________________
 OK0343* NAD 83(1986) POSITION- 43 10 25.     (N) 085 41 27.     (W)   SCALED
 OK0343* NAVD 88 ORTHO HEIGHT -   227.338 (meters)      745.86  (feet) ADJUSTED
 OK0343  ______________________________________________________________________
 OK0343  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 OK0343  DYNAMIC HEIGHT  -        227.283 (meters)      745.68  (feet) COMP
 OK0343  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OK0343
 OK0343  VERT ORDER      -  SECOND    CLASS 0
 OK0343
 OK0343.The horizontal coordinates were scaled from a map and have
 OK0343.an estimated accuracy of +/- 6 seconds.
 OK0343
 OK0343.The orthometric height was determined by differential leveling and
 OK0343.adjusted by the NATIONAL GEODETIC SURVEY
 OK0343.in June 1991.
 OK0343
 OK0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0343.GEOID18 height accuracy estimate available here.
 OK0343
 OK0343.Click photographs - Photos may exist for this station.
 OK0343
 OK0343.The dynamic height is computed by dividing the NAVD 88
 OK0343.geopotential number by the normal gravity value computed on the
 OK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0343.degrees latitude (g = 980.6199 gals.).
 OK0343
 OK0343.The modeled gravity was interpolated from observed gravity values.
 OK0343
 OK0343;                    North         East    Units  Estimated Accuracy
 OK0343;SPC MI S     -   186,750.    3,892,340.      MT  (+/- 180 meters Scaled)
 OK0343
 OK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN064809(NAD 83)
 OK0343
 OK0343                          SUPERSEDED SURVEY CONTROL
 OK0343
 OK0343  NGVD 29 (??/??/92)  227.470  (m)          746.29   (f) ADJ UNCH    2 0
 OK0343
 OK0343.Superseded values are not recommended for survey control.
 OK0343
 OK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0343.See file dsdata.pdf to determine how the superseded data were derived.
 OK0343
 OK0343_MARKER: Z = SEE DESCRIPTION
 OK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0343_STAMPING: 64 1/2
 OK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0343+STABILITY: SURFACE MOTION
 OK0343
 OK0343  HISTORY     - Date     Condition        Report By
 OK0343  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0343  HISTORY     - 1934     GOOD             CGS
 OK0343
 OK0343                          STATION DESCRIPTION
 OK0343
 OK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0343'0.7 MI E FROM SPARTA.
 OK0343'0.7 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0343'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0343'COUNTY, 30 FEET EAST OF A FENCE CORNER, 27 FEET NORTH OF THE
 OK0343'NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0343'A BRASS PLUG, STAMPED 64 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0343'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0226 ***********************************************************************
 RJ0226  DESIGNATION -  64 A
 RJ0226  PID         -  RJ0226
 RJ0226  STATE/COUNTY-  MI/CHIPPEWA
 RJ0226  COUNTRY     -  US
 RJ0226  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0226
 RJ0226                         *CURRENT SURVEY CONTROL
 RJ0226  ______________________________________________________________________
 RJ0226* NAD 83(1986) POSITION- 46 27 45.     (N) 084 11 48.     (W)   SCALED
 RJ0226* NAVD 88 ORTHO HEIGHT -   214.783 (meters)      704.67  (feet) ADJUSTED
 RJ0226  ______________________________________________________________________
 RJ0226  GEOID HEIGHT    -        -36.705 (meters)                     GEOID18
 RJ0226  DYNAMIC HEIGHT  -        214.795 (meters)      704.71  (feet) COMP
 RJ0226  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ0226
 RJ0226  VERT ORDER      -  FIRST     CLASS 0
 RJ0226
 RJ0226.The horizontal coordinates were scaled from a map and have
 RJ0226.an estimated accuracy of +/- 6 seconds.
 RJ0226
 RJ0226.The orthometric height was determined by differential leveling and
 RJ0226.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0226.in June 1991.
 RJ0226
 RJ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0226.GEOID18 height accuracy estimate available here.
 RJ0226
 RJ0226.Click photographs - Photos may exist for this station.
 RJ0226
 RJ0226.The dynamic height is computed by dividing the NAVD 88
 RJ0226.geopotential number by the normal gravity value computed on the
 RJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0226.degrees latitude (g = 980.6199 gals.).
 RJ0226
 RJ0226.The modeled gravity was interpolated from observed gravity values.
 RJ0226
 RJ0226;                    North         East    Units  Estimated Accuracy
 RJ0226;SPC MI N     -   190,440.    8,215,270.      MT  (+/- 180 meters Scaled)
 RJ0226
 RJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS152492(NAD 83)
 RJ0226
 RJ0226                          SUPERSEDED SURVEY CONTROL
 RJ0226
 RJ0226.No superseded survey control is available for this station.
 RJ0226
 RJ0226_MARKER: I = METAL ROD
 RJ0226_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0226+WITH SETTING: INFORMATION.
 RJ0226_PROJECTION: FLUSH
 RJ0226_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0226_ROD/PIPE-DEPTH: 1.5 meters
 RJ0226
 RJ0226  HISTORY     - Date     Condition        Report By
 RJ0226  HISTORY     - 1969     MONUMENTED       USLS
 RJ0226  HISTORY     - 1969     GOOD             USLS
 RJ0226  HISTORY     - 1983     GOOD             NGS
 RJ0226
 RJ0226                          STATION DESCRIPTION
 RJ0226
 RJ0226'DESCRIBED BY US LAKE SURVEY 1969
 RJ0226'AT SUGAR ISLAND.
 RJ0226'64 A IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0226'DOCK PROCEED 4.9 MILES EAST ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0226'MILES SOUTH TO A T-INTERSECTION AND VICINITY OF MARK, 65.0 FEET
 RJ0226'EAST OF UTILITY POLE NO. SU I-27-64, 29 FEET SOUTH OF A DRIVEWAY,
 RJ0226'IN LINE WITH NORTH FACE OF GRAY GARAGE, 3.4 FEET NORTHWEST
 RJ0226'OF UTILITY POLE NO. SU I-27-64A, 1-FOOT BELOW THE GROUND SURFACE,
 RJ0226'BEING HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD, 5 FEET LONG.
 RJ0226
 RJ0226                          STATION RECOVERY (1983)
 RJ0226
 RJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0226'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0226'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, AT A T
 RJ0226'JUNCTION IN LINE WITH THE NORTH FACE OF A GRAY GARAGE, 9.5 METERS
 RJ0226'(31.0 FT) SOUTH OF A PRIVATE DRIVE, 9.8 METERS (32.0 FT) EAST OF THE
 RJ0226'CENTER OF A GRAVEL ROAD, AND 1.0 METER (3.4 FT) NORTHWEST OF UTILITY
 RJ0226'POLE NUMBER SUI-27-64A.
 RJ0226'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0888 ***********************************************************************
 RJ0888  DESIGNATION -  65
 RJ0888  PID         -  RJ0888
 RJ0888  STATE/COUNTY-  MI/CHIPPEWA
 RJ0888  COUNTRY     -  US
 RJ0888  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0888
 RJ0888                         *CURRENT SURVEY CONTROL
 RJ0888  ______________________________________________________________________
 RJ0888* NAD 83(1994) POSITION- 46 15 17.70563(N) 084 06 07.42966(W)   ADJUSTED
 RJ0888* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0888  ______________________________________________________________________
 RJ0888  GEOID HEIGHT    -        -36.571 (meters)                     GEOID18
 RJ0888  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 RJ0888  HORZ ORDER      -  THIRD
 RJ0888
 RJ0888.The horizontal coordinates were established by classical geodetic methods
 RJ0888.and adjusted by the National Geodetic Survey in February 1997.
 RJ0888
 RJ0888.The orthometric height was scaled from a topographic map.
 RJ0888
 RJ0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0888.GEOID18 height accuracy estimate available here.
 RJ0888
 RJ0888.Click photographs - Photos may exist for this station.
 RJ0888
 RJ0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0888
 RJ0888. The following values were computed from the NAD 83(1994) position.
 RJ0888
 RJ0888;                    North         East     Units Scale Factor Converg.
 RJ0888;SPC MI N     -   167,641.372 8,223,379.122   MT  0.99990297   +2 05 40.6
 RJ0888;SPC MI N     -   550,004.50 26,979,590.30   iFT  0.99990297   +2 05 40.6
 RJ0888;SPC MI C     -   326,562.408 6,020,406.232   MT  1.00017591   +0 11 12.9
 RJ0888;SPC MI C     - 1,071,398.98 19,751,988.95   iFT  1.00017591   +0 11 12.9
 RJ0888;UTM  16      - 5,126,453.637   723,357.125   MT  1.00021330   +2 05 39.8
 RJ0888
 RJ0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0888!SPC MI N     -   0.99997814  x   0.99990297  =   0.99988111
 RJ0888!SPC MI C     -   0.99997814  x   1.00017591  =   1.00015405
 RJ0888!UTM  16      -   0.99997814  x   1.00021330  =   1.00019144
 RJ0888
 RJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2335726453(NAD 83)
 RJ0888
 RJ0888                          SUPERSEDED SURVEY CONTROL
 RJ0888
 RJ0888  NAD 83(1986)-  46 15 17.68470(N)    084 06 07.43314(W) AD(       ) 3
 RJ0888  NAD 27      -  46 15 17.62900(N)    084 06 07.34100(W) AD(       ) 3
 RJ0888  USSD        -  46 15 18.36000(N)    084 06 06.57000(W) AD(       ) 3
 RJ0888
 RJ0888.Superseded values are not recommended for survey control.
 RJ0888
 RJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0888.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0888
 RJ0888_MARKER: H = DRILL HOLE
 RJ0888_SETTING: 80 = SET IN A BOULDER
 RJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0888+STABILITY: SURFACE MOTION
 RJ0888
 RJ0888  HISTORY     - Date     Condition        Report By
 RJ0888  HISTORY     - 1878     MONUMENTED       USLS
 RJ0888  HISTORY     - 1968     GOOD             USACE
 RJ0888
 RJ0888                          STATION DESCRIPTION
 RJ0888
 RJ0888'DESCRIBED BY US LAKE SURVEY 1878
 RJ0888'ON JOHNSON POINT, THE E POINT OF RAINS ISLAND, ACROSS THE MUNUSCONG
 RJ0888'CHANNEL FROM THE RAINSMERE HOTEL ON ST JOSEPH ISLAND, AND ABOUT A
 RJ0888'MILE N OF LAKE MUNUSCONG.  ABOUT 25 FEET FROM THE WATER ON THE N
 RJ0888'SIDE OF THE POINT, 35.57 FEET NE FROM REFERENCE MONUMENT 16, AND
 RJ0888'ABOUT 35 FEET W OF THE COAST GUARD STATION ON THE POINT.
 RJ0888'
 RJ0888'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A NAIL IN THE
 RJ0888'TOP OF A CEDAR POST IS OVER THE STATION WITH ITS TOP ABOVE GROUND IN
 RJ0888'A CAIRN.  A WHITE TRIPOD IS OVER THE CAIRN.
 RJ0888
 RJ0888                          STATION RECOVERY (1968)
 RJ0888
 RJ0888'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0728 ***********************************************************************
 NE0728  DESIGNATION -  65 1/2
 NE0728  PID         -  NE0728
 NE0728  STATE/COUNTY-  MI/LIVINGSTON
 NE0728  COUNTRY     -  US
 NE0728  USGS QUAD   -  HAMBURG (2017)
 NE0728
 NE0728                         *CURRENT SURVEY CONTROL
 NE0728  ______________________________________________________________________
 NE0728* NAD 83(1986) POSITION- 42 26 28.     (N) 083 45 55.     (W)   SCALED
 NE0728* NAVD 88 ORTHO HEIGHT -   279.650 (meters)      917.49  (feet) ADJUSTED
 NE0728  ______________________________________________________________________
 NE0728  GEOID HEIGHT    -        -33.500 (meters)                     GEOID18
 NE0728  DYNAMIC HEIGHT  -        279.571 (meters)      917.23  (feet) COMP
 NE0728  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 NE0728
 NE0728  VERT ORDER      -  SECOND    CLASS 0
 NE0728
 NE0728.The horizontal coordinates were scaled from a map and have
 NE0728.an estimated accuracy of +/- 6 seconds.
 NE0728
 NE0728.The orthometric height was determined by differential leveling and
 NE0728.adjusted by the NATIONAL GEODETIC SURVEY
 NE0728.in June 1991.
 NE0728
 NE0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0728.GEOID18 height accuracy estimate available here.
 NE0728
 NE0728.Click photographs - Photos may exist for this station.
 NE0728
 NE0728.The dynamic height is computed by dividing the NAVD 88
 NE0728.geopotential number by the normal gravity value computed on the
 NE0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0728.degrees latitude (g = 980.6199 gals.).
 NE0728
 NE0728.The modeled gravity was interpolated from observed gravity values.
 NE0728
 NE0728;                    North         East    Units  Estimated Accuracy
 NE0728;SPC MI S     -   104,710.    4,049,480.      MT  (+/- 180 meters Scaled)
 NE0728
 NE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH725024(NAD 83)
 NE0728
 NE0728                          SUPERSEDED SURVEY CONTROL
 NE0728
 NE0728  NGVD 29 (??/??/92)  279.770  (m)          917.88   (f) ADJ UNCH    2 0
 NE0728
 NE0728.Superseded values are not recommended for survey control.
 NE0728
 NE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0728.See file dsdata.pdf to determine how the superseded data were derived.
 NE0728
 NE0728_MARKER: B = BOLT
 NE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0728_STAMPING: 65-1/2
 NE0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0728+STABILITY: SURFACE MOTION
 NE0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0728+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 NE0728
 NE0728  HISTORY     - Date     Condition        Report By
 NE0728  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0728  HISTORY     - 1934     GOOD             CGS
 NE0728  HISTORY     - 1973     GOOD             LOCSUR
 NE0728  HISTORY     - 20010228 GOOD             INDIV
 NE0728  HISTORY     - 20061220 GOOD             INDIV
 NE0728  HISTORY     - 20210615 MARK NOT FOUND   MI-161
 NE0728
 NE0728                          STATION DESCRIPTION
 NE0728
 NE0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0728'6.6 MI W FROM SOUTH LYON.
 NE0728'IN LIVINGSTON COUNTY, 6.6 MILES WEST ALONG THE GRAND TRUNK
 NE0728'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0728'0.5 MILE WEST OF MILEPOST 65, 0.5 MILE WEST OF THE CONCRETE
 NE0728'OVERHEAD BRIDGE OF U.S. HIGHWAY 23, 14 YARDS NORTH OF THE NORTH
 NE0728'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0728'BOLT, STAMPED 65-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0728
 NE0728                          STATION RECOVERY (1973)
 NE0728
 NE0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0728'RECOVERED IN GOOD CONDITION.
 NE0728
 NE0728                          STATION RECOVERY (2001)
 NE0728
 NE0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RK)
 NE0728'RECOVERED IN GOOD CONDITION.
 NE0728
 NE0728                          STATION RECOVERY (2006)
 NE0728
 NE0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0728'RECOVERED IN GOOD CONDITION.
 NE0728
 NE0728                          STATION RECOVERY (2021)
 NE0728
 NE0728'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 NE0728'THE MARK IS ON PRISON PROPERTY, WITH QUESTIONABLE ACCESS FOR LONG
 NE0728'DURATION GPS OBSERVATION.  PLOTTED LOCATION INDICATES MARK IS IN HEAVY
 NE0728'VEGETATION.  DID NOT INVESTIGATE CLOSER SO AS NOT TO SET OFF PRISON
 NE0728'ALARMS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6779 ***********************************************************************
 AA6779  DESIGNATION -  65 60
 AA6779  PID         -  AA6779
 AA6779  STATE/COUNTY-  MI/WAYNE
 AA6779  COUNTRY     -  US
 AA6779  USGS QUAD   -  WAYNE (2017)
 AA6779
 AA6779                         *CURRENT SURVEY CONTROL
 AA6779  ______________________________________________________________________
 AA6779* NAD 83(2011) POSITION- 42 21 10.08606(N) 083 25 12.36742(W)   ADJUSTED
 AA6779* NAD 83(2011) ELLIP HT-   176.021 (meters)        (06/27/12)   ADJUSTED
 AA6779* NAD 83(2011) EPOCH   -  2010.00
 AA6779* NAVD 88 ORTHO HEIGHT -   210.1   (meters)      689.    (feet) GPS OBS
 AA6779  ______________________________________________________________________
 AA6779  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6779  GEOID HEIGHT    -         -33.98 (meters)                     GEOID93
 AA6779  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 AA6779  NAD 83(2011) X  -    540,951.984 (meters)                     COMP
 AA6779  NAD 83(2011) Y  - -4,689,721.745 (meters)                     COMP
 AA6779  NAD 83(2011) Z  -  4,274,763.901 (meters)                     COMP
 AA6779  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AA6779
 AA6779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6779  Standards:
 AA6779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6779  -------------------------------------------------------------------
 AA6779  NETWORK    1.03   1.02           0.47   0.35   0.52      0.16299088
 AA6779  -------------------------------------------------------------------
 AA6779  Click here for local accuracies and other accuracy information.
 AA6779
 AA6779.The horizontal coordinates were established by GPS observations
 AA6779.and adjusted by the National Geodetic Survey in June 2012.
 AA6779
 AA6779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6779.been affixed to the stable North American tectonic plate. See 
 AA6779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6779
 AA6779.The horizontal coordinates are valid at the epoch date displayed above
 AA6779.which is a decimal equivalence of Year/Month/Day.
 AA6779
 AA6779.The orthometric height was determined by GPS observations and a
 AA6779.high-resolution geoid model.
 AA6779
 AA6779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6779.GEOID18 height accuracy estimate available here.
 AA6779
 AA6779.Click photographs - Photos may exist for this station.
 AA6779
 AA6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6779
 AA6779.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6779
 AA6779.The ellipsoidal height was determined by GPS observations
 AA6779.and is referenced to NAD 83.
 AA6779
 AA6779. The following values were computed from the NAD 83(2011) position.
 AA6779
 AA6779;                    North         East     Units Scale Factor Converg.
 AA6779;SPC MI S     -    95,165.826 4,077,983.353   MT  0.99994974   +0 38 39.0
 AA6779;SPC MI S     -   312,223.84 13,379,210.48   iFT  0.99994974   +0 38 39.0
 AA6779;UTM  17      - 4,691,785.437   300,678.248   MT  1.00008885   -1 37 51.4
 AA6779
 AA6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6779!SPC MI S     -   0.99997239  x   0.99994974  =   0.99992214
 AA6779!UTM  17      -   0.99997239  x   1.00008885  =   1.00006124
 AA6779
 AA6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0067891785(NAD 83)
 AA6779
 AA6779                          SUPERSEDED SURVEY CONTROL
 AA6779
 AA6779  NAD 83(2007)-  42 21 10.08621(N)    083 25 12.36823(W) AD(2002.00) 0
 AA6779  ELLIP H (02/10/07)  176.019  (m)                       GP(2002.00)    
 AA6779  ELLIP H (07/12/02)  176.044  (m)                       GP(       ) 4 1
 AA6779  NAD 83(1994)-  42 21 10.08613(N)    083 25 12.36774(W) AD(       ) 1
 AA6779  ELLIP H (02/03/97)  176.105  (m)                       GP(       ) 4 1
 AA6779  NAD 83(1986)-  42 21 10.09037(N)    083 25 12.39614(W) AD(       ) 1
 AA6779
 AA6779.Superseded values are not recommended for survey control.
 AA6779
 AA6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6779.See file dsdata.pdf to determine how the superseded data were derived.
 AA6779
 AA6779_MARKER: DD = SURVEY DISK
 AA6779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6779_STAMPING: 65-60 1960
 AA6779_MARK LOGO: MI-163
 AA6779_PROJECTION: FLUSH
 AA6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6779+STABILITY: SURFACE MOTION
 AA6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6779+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2009
 AA6779
 AA6779  HISTORY     - Date     Condition        Report By
 AA6779  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6779  HISTORY     - 19980520 GOOD             OHM
 AA6779  HISTORY     - 20011212 GOOD             INDIV
 AA6779  HISTORY     - 20021212 GOOD             INDIV
 AA6779  HISTORY     - 20040301 GOOD             INDIV
 AA6779  HISTORY     - 20051216 GOOD             INDIV
 AA6779  HISTORY     - 20060714 GOOD             INDIV
 AA6779  HISTORY     - 20091222 GOOD             INDIV
 AA6779
 AA6779                          STATION DESCRIPTION
 AA6779
 AA6779'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6779'STATION IS LOCATED APPROXIMATELY 2 MILESSOUTH AND 2.5 MILESEAST OF
 AA6779'PLYMOUTH, MICHIGAN ON JOY ROAD AT HIX ROAD. TO REACH FROM THE
 AA6779'INTERSECTION OF INTERSTATE I-275 AND ANN ARBOR ROAD (EXIT 28) PROCEED
 AA6779'EAST ON ANN ARBOR ROAD FOR 0.8 MILESTO HIX ROAD, THENCE GO SOUTH ON
 AA6779'HIX FOR  0.5 MILESTO JOY ROAD AND THE STATION IN THE NORTHEAST
 AA6779'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN A 6
 AA6779'INCH DIAMETER CONCRETE MONUMENT SET 6 INCHES BELOW GROUND. CENTERLINE
 AA6779'OF JOY ROAD IS S 0 W, 35.6 FEET, CENTERLINE OF HIX ROAD (TO SOUTH)
 AA6779'WHEN EXTENDED NORTH IS N 90 E, 6 FEET, A POLE IS N 90 W, 26.0 FEET.
 AA6779
 AA6779                          STATION RECOVERY (1998)
 AA6779
 AA6779'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 AA6779'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  SET METAL POST AT
 AA6779'THE NORTH EDGE OF STATION.  STATION IS 11.8 FT (3.6 M) WEST OF POWER
 AA6779'POLE AND 8 FT (2.4 M) NORTH OF NORTH EDGE OF JOY ROAD CURB.
 AA6779
 AA6779                          STATION RECOVERY (2001)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2002)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2004)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2005)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2006)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2009)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5207 ***********************************************************************
 DL5207  DESIGNATION -  65309
 DL5207  PID         -  DL5207
 DL5207  STATE/COUNTY-  MI/OGEMAW
 DL5207  COUNTRY     -  US
 DL5207  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5207
 DL5207                         *CURRENT SURVEY CONTROL
 DL5207  ______________________________________________________________________
 DL5207* NAD 83(1986) POSITION- 44 16 46.31   (N) 084 17 14.74   (W)   HD_HELD1
 DL5207* NAVD 88 ORTHO HEIGHT -   328.995 (meters)     1079.38  (feet) ADJUSTED
 DL5207  ______________________________________________________________________
 DL5207  GEOID HEIGHT    -        -34.824 (meters)                     GEOID18
 DL5207  DYNAMIC HEIGHT  -        328.939 (meters)     1079.19  (feet) COMP
 DL5207  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DL5207
 DL5207  VERT ORDER      -  FIRST     CLASS II
 DL5207
 DL5207.The horizontal coordinates were determined by differentially corrected
 DL5207.hand held GPS observations or other comparable positioning techniques
 DL5207.and have an estimated accuracy of +/- 3 meters.
 DL5207
 DL5207.The orthometric height was determined by differential leveling and
 DL5207.adjusted by the NATIONAL GEODETIC SURVEY
 DL5207.in October 2009.
 DL5207
 DL5207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5207.GEOID18 height accuracy estimate available here.
 DL5207
 DL5207.Click photographs - Photos may exist for this station.
 DL5207
 DL5207.The dynamic height is computed by dividing the NAVD 88
 DL5207.geopotential number by the normal gravity value computed on the
 DL5207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5207.degrees latitude (g = 980.6199 gals.).
 DL5207
 DL5207.The modeled gravity was interpolated from observed gravity values.
 DL5207
 DL5207;                    North         East    Units  Estimated Accuracy
 DL5207;SPC MI C     -   106,998.3   6,006,325.4     MT  (+/- 3 meters HH1 GPS) 
 DL5207
 DL5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1645606499(NAD 83)
 DL5207
 DL5207                          SUPERSEDED SURVEY CONTROL
 DL5207
 DL5207.No superseded survey control is available for this station.
 DL5207
 DL5207_MARKER: DD = SURVEY DISK
 DL5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5207_STAMPING: 65309
 DL5207_MARK LOGO: MIDT
 DL5207_PROJECTION: FLUSH
 DL5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5207+STABILITY: SURFACE MOTION
 DL5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5207+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5207
 DL5207  HISTORY     - Date     Condition        Report By
 DL5207  HISTORY     - 2002     MONUMENTED       MIDT
 DL5207  HISTORY     - 20080428 GOOD             COLEM
 DL5207
 DL5207                          STATION DESCRIPTION
 DL5207
 DL5207'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5207'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5207'HIGHWAY 55 (EXIT 215) ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH, GO TO
 DL5207'THE STATION ON THE WEST SIDE OF INTERSTATE 75 EXIT RAMP FOR STATE
 DL5207'HIGHWAY 55.
 DL5207'
 DL5207'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5207'IN CONCRETE,
 DL5207'
 DL5207'172 2 FT (0.6 M) NORTHWEST OF THE WEST POST OF A SIGN 'EXIT 215', 78.0
 DL5207'FT (23.8 M) SOUTHWEST OF THE EDGE OF PAVEMENT TO THE EXIT RAMP TO
 DL5207'STATE HIGHWAY 55, 46.0 FT (14.0 M) NORTHEAST OF A FENCE, 3.3 FT (1.0
 DL5207'M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5232 ***********************************************************************
 DL5232  DESIGNATION -  65310
 DL5232  PID         -  DL5232
 DL5232  STATE/COUNTY-  MI/OGEMAW
 DL5232  COUNTRY     -  US
 DL5232  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5232
 DL5232                         *CURRENT SURVEY CONTROL
 DL5232  ______________________________________________________________________
 DL5232* NAD 83(2011) POSITION- 44 17 09.39399(N) 084 19 40.66140(W)   ADJUSTED
 DL5232* NAD 83(2011) ELLIP HT-   361.047 (meters)        (06/27/12)   ADJUSTED
 DL5232* NAD 83(2011) EPOCH   -  2010.00
 DL5232* NAVD 88 ORTHO HEIGHT -   395.791 (meters)     1298.52  (feet) ADJUSTED
 DL5232  ______________________________________________________________________
 DL5232  GEOID HEIGHT    -        -34.752 (meters)                     GEOID18
 DL5232  NAD 83(2011) X  -    452,028.454 (meters)                     COMP
 DL5232  NAD 83(2011) Y  - -4,551,214.077 (meters)                     COMP
 DL5232  NAD 83(2011) Z  -  4,431,143.793 (meters)                     COMP
 DL5232  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 DL5232  DYNAMIC HEIGHT  -        395.724 (meters)     1298.30  (feet) COMP
 DL5232  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 DL5232
 DL5232  VERT ORDER      -  FIRST     CLASS II
 DL5232
 DL5232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5232  Standards:
 DL5232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5232  -------------------------------------------------------------------
 DL5232  NETWORK    0.32   0.49           0.15   0.10   0.25     -0.08771719
 DL5232  -------------------------------------------------------------------
 DL5232  Click here for local accuracies and other accuracy information.
 DL5232
 DL5232.The horizontal coordinates were established by GPS observations
 DL5232.and adjusted by the National Geodetic Survey in June 2012.
 DL5232
 DL5232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5232.been affixed to the stable North American tectonic plate. See 
 DL5232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5232
 DL5232.The horizontal coordinates are valid at the epoch date displayed above
 DL5232.which is a decimal equivalence of Year/Month/Day.
 DL5232
 DL5232.The orthometric height was determined by differential leveling and
 DL5232.adjusted by the NATIONAL GEODETIC SURVEY
 DL5232.in October 2009.
 DL5232
 DL5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5232.GEOID18 height accuracy estimate available here.
 DL5232
 DL5232.Click photographs - Photos may exist for this station.
 DL5232
 DL5232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5232
 DL5232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5232
 DL5232.The ellipsoidal height was determined by GPS observations
 DL5232.and is referenced to NAD 83.
 DL5232
 DL5232.The dynamic height is computed by dividing the NAVD 88
 DL5232.geopotential number by the normal gravity value computed on the
 DL5232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5232.degrees latitude (g = 980.6199 gals.).
 DL5232
 DL5232.The modeled gravity was interpolated from observed gravity values.
 DL5232
 DL5232. The following values were computed from the NAD 83(2011) position.
 DL5232
 DL5232;                    North         East     Units Scale Factor Converg.
 DL5232;SPC MI C     -   107,708.457 6,003,089.378   MT  0.99997806   +0 01 38.4
 DL5232;SPC MI C     -   353,374.20 19,695,175.12   iFT  0.99997806   +0 01 38.4
 DL5232;UTM  16      - 4,907,105.153   713,198.802   MT  1.00015904   +1 51 59.1
 DL5232
 DL5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5232!SPC MI C     -   0.99994339  x   0.99997806  =   0.99992145
 DL5232!UTM  16      -   0.99994339  x   1.00015904  =   1.00010242
 DL5232
 DL5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1319807105(NAD 83)
 DL5232
 DL5232                          SUPERSEDED SURVEY CONTROL
 DL5232
 DL5232  NAD 83(2007)-  44 17 09.39413(N)    084 19 40.66211(W) AD(2002.00) B
 DL5232  ELLIP H (10/23/09)  361.063  (m)                       GP(2002.00) 3 1
 DL5232
 DL5232.Superseded values are not recommended for survey control.
 DL5232
 DL5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5232.See file dsdata.pdf to determine how the superseded data were derived.
 DL5232
 DL5232_MARKER: DD = SURVEY DISK
 DL5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5232_STAMPING: 65310 2002
 DL5232_MARK LOGO: MIDT
 DL5232_PROJECTION: FLUSH
 DL5232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5232+STABILITY: SURFACE MOTION
 DL5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5232+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 DL5232
 DL5232  HISTORY     - Date     Condition        Report By
 DL5232  HISTORY     - UNK      MONUMENTED       MIDT
 DL5232  HISTORY     - 20080606 GOOD             COLEM
 DL5232  HISTORY     - 20200721 GOOD             MIDT
 DL5232  HISTORY     - 20250730 GOOD             MIDT
 DL5232
 DL5232                          STATION DESCRIPTION
 DL5232
 DL5232'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5232'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 WITH
 DL5232'STATE HIGHWAY 55 ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH, MICHIGAN, GO
 DL5232'NORTH THEN WEST ON INTERSTATE HIGHWAY 75 FOR 2.2 MI (3.5 KM) TO THE
 DL5232'STATION ON THE LEFT.
 DL5232'
 DL5232'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION CONTROL
 DL5232'MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) CONCRETE POST.
 DL5232'
 DL5232'THE STATION IS 125 FT (38.1 M) NORTHEAST OF A 16 INCH (41 CM) POPLAR
 DL5232'TREE, 110 FT (33.5 M) NORTHWEST OF A POWER POLE, 50 FT (15.2 M)
 DL5232'SOUTHEAST OF THE CENTERLINE OF A MEDIAN CROSS-OVER, AND 3.3 FT (1.0 M)
 DL5232'NORTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5232
 DL5232                          STATION RECOVERY (2020)
 DL5232
 DL5232'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5232'RECOVERED IN GOOD CONDITION.
 DL5232
 DL5232                          STATION RECOVERY (2025)
 DL5232
 DL5232'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5208 ***********************************************************************
 DL5208  DESIGNATION -  65311
 DL5208  PID         -  DL5208
 DL5208  STATE/COUNTY-  MI/OGEMAW
 DL5208  COUNTRY     -  US
 DL5208  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5208
 DL5208                         *CURRENT SURVEY CONTROL
 DL5208  ______________________________________________________________________
 DL5208* NAD 83(1986) POSITION- 44 18 05.51   (N) 084 22 04.77   (W)   HD_HELD1
 DL5208* NAVD 88 ORTHO HEIGHT -   417.558 (meters)     1369.94  (feet) ADJUSTED
 DL5208  ______________________________________________________________________
 DL5208  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 DL5208  DYNAMIC HEIGHT  -        417.485 (meters)     1369.70  (feet) COMP
 DL5208  MODELED GRAVITY -    980,430.6   (mgal)                       NAVD 88
 DL5208
 DL5208  VERT ORDER      -  FIRST     CLASS II
 DL5208
 DL5208.The horizontal coordinates were determined by differentially corrected
 DL5208.hand held GPS observations or other comparable positioning techniques
 DL5208.and have an estimated accuracy of +/- 3 meters.
 DL5208
 DL5208.The orthometric height was determined by differential leveling and
 DL5208.adjusted by the NATIONAL GEODETIC SURVEY
 DL5208.in October 2009.
 DL5208
 DL5208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5208.GEOID18 height accuracy estimate available here.
 DL5208
 DL5208.Click photographs - Photos may exist for this station.
 DL5208
 DL5208.The dynamic height is computed by dividing the NAVD 88
 DL5208.geopotential number by the normal gravity value computed on the
 DL5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5208.degrees latitude (g = 980.6199 gals.).
 DL5208
 DL5208.The modeled gravity was interpolated from observed gravity values.
 DL5208
 DL5208;                    North         East    Units  Estimated Accuracy
 DL5208;SPC MI C     -   109,439.8   5,999,894.3     MT  (+/- 3 meters HH1 GPS) 
 DL5208
 DL5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0994908733(NAD 83)
 DL5208
 DL5208                          SUPERSEDED SURVEY CONTROL
 DL5208
 DL5208.No superseded survey control is available for this station.
 DL5208
 DL5208_MARKER: DD = SURVEY DISK
 DL5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5208_STAMPING: 65311
 DL5208_MARK LOGO: MIDT
 DL5208_PROJECTION: FLUSH
 DL5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5208+STABILITY: SURFACE MOTION
 DL5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5208+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5208
 DL5208  HISTORY     - Date     Condition        Report By
 DL5208  HISTORY     - 2002     MONUMENTED       MIDT
 DL5208  HISTORY     - 20080428 GOOD             COLEM
 DL5208
 DL5208                          STATION DESCRIPTION
 DL5208
 DL5208'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5208'HIGHWAY 55 (EXIT 215) ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH, GO
 DL5208'NORTHWEST FOR 4.8 MI (7.7 KM) ON INTERSTATE 75 TO STATION IN MEDIAN
 DL5208'JUST WEST OF MEDIAN CROSSING.
 DL5208'
 DL5208'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5208'IN CONCRETE,
 DL5208'
 DL5208'177.4 FT (54.1 M) NORTHWEST OF THE END OF A GUARD RAIL, 96.5 FT (29.4
 DL5208'M) NORTHEAST OF SOUTHBOUND INTERSTATE 75 CENTERLINE, 50 FT (15.2 M)
 DL5208'NORTHWEST OF THE CENTER OF A MEDIAN CROSSING, 4 FT (1.2 M) NORTHEAST
 DL5208'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0670 ***********************************************************************
 NF0670  DESIGNATION -  655
 NF0670  PID         -  NF0670
 NF0670  STATE/COUNTY-  MI/KENT
 NF0670  COUNTRY     -  US
 NF0670  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0670
 NF0670                         *CURRENT SURVEY CONTROL
 NF0670  ______________________________________________________________________
 NF0670* NAD 83(1986) POSITION- 42 57 49.     (N) 085 40 00.     (W)   SCALED
 NF0670* NAVD 88 ORTHO HEIGHT -   199.294 (meters)      653.85  (feet) ADJUSTED
 NF0670  ______________________________________________________________________
 NF0670  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 NF0670  DYNAMIC HEIGHT  -        199.243 (meters)      653.68  (feet) COMP
 NF0670  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 NF0670
 NF0670  VERT ORDER      -  SECOND    CLASS 0
 NF0670
 NF0670.The horizontal coordinates were scaled from a map and have
 NF0670.an estimated accuracy of +/- 6 seconds.
 NF0670
 NF0670.The orthometric height was determined by differential leveling and
 NF0670.adjusted by the NATIONAL GEODETIC SURVEY
 NF0670.in June 1991.
 NF0670
 NF0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0670.GEOID18 height accuracy estimate available here.
 NF0670
 NF0670.Click photographs - Photos may exist for this station.
 NF0670
 NF0670.The dynamic height is computed by dividing the NAVD 88
 NF0670.geopotential number by the normal gravity value computed on the
 NF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0670.degrees latitude (g = 980.6199 gals.).
 NF0670
 NF0670.The modeled gravity was interpolated from observed gravity values.
 NF0670
 NF0670;                    North         East    Units  Estimated Accuracy
 NF0670;SPC MI S     -   163,390.    3,893,950.      MT  (+/- 180 meters Scaled)
 NF0670
 NF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN087576(NAD 83)
 NF0670
 NF0670                          SUPERSEDED SURVEY CONTROL
 NF0670
 NF0670  NGVD 29 (??/??/92)  199.435  (m)          654.31   (f) ADJ UNCH    2 0
 NF0670
 NF0670.Superseded values are not recommended for survey control.
 NF0670
 NF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0670.See file dsdata.pdf to determine how the superseded data were derived.
 NF0670
 NF0670_MARKER: DB = BENCH MARK DISK
 NF0670_SETTING: 80 = SET IN A BOULDER
 NF0670_SP_SET: LIMESTONE BLOCK
 NF0670_STAMPING: 655 1911
 NF0670_MARK LOGO: USGS
 NF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0670+STABILITY: SURFACE MOTION
 NF0670
 NF0670  HISTORY     - Date     Condition        Report By
 NF0670  HISTORY     - 1911     MONUMENTED       USGS
 NF0670  HISTORY     - 1940     GOOD             CGS
 NF0670  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NF0670  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0670  HISTORY     - 20070120 POOR             GEOCAC
 NF0670
 NF0670                          STATION DESCRIPTION
 NF0670
 NF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0670'AT GRAND RAPIDS.
 NF0670'AT GRAND RAPIDS, KENT COUNTY, IN FULTON SEAT PARK, 57 FEET
 NF0670'WEST OF THE MONUMENT, AND IN A LIMESTONE BLOCK.  A UNITED
 NF0670'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 655 1911.
 NF0670'NOTE-- THE PARK HAS BEEN RE-LANDSCAPED AND THE OLD MONUMENT
 NF0670'REMOVED BUT THE BENCH MARK IS EASILY FOUND.
 NF0670
 NF0670                          STATION RECOVERY (1983)
 NF0670
 NF0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0670'FULTON STREET PARK-MONUMENTS HAVE BEEN MOVED. LIME STONE BLOCK IN
 NF0670'PLACE, DISK IS MISSING. BLOCK NOW LOCATED 35' WEST AND 45' SOUTH OF
 NF0670'WEST WWI MONUMENT ON SOUTH EDGE OF EAST WEST SIDEWALK.
 NF0670
 NF0670                          STATION RECOVERY (2001)
 NF0670
 NF0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0670
 NF0670                          STATION RECOVERY (2007)
 NF0670
 NF0670'RECOVERY NOTE BY GEOCACHING 2007 (TJB)
 NF0670'RECOVERY NOTE BY GEOCACHER. SAME AS RECOVERY NOTE 1983.
 NF0670'LIME STONE BLOCK IN PLACE, DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5004 ***********************************************************************
 DL5004  DESIGNATION -  65600
 DL5004  PID         -  DL5004
 DL5004  STATE/COUNTY-  MI/OGEMAW
 DL5004  COUNTRY     -  US
 DL5004  USGS QUAD   -  STERLING NW (2017)
 DL5004
 DL5004                         *CURRENT SURVEY CONTROL
 DL5004  ______________________________________________________________________
 DL5004* NAD 83(1986) POSITION- 44 10 34.32   (N) 084 10 18.55   (W)   HD_HELD1
 DL5004* NAVD 88 ORTHO HEIGHT -   253.845 (meters)      832.82  (feet) ADJUSTED
 DL5004  ______________________________________________________________________
 DL5004  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 DL5004  DYNAMIC HEIGHT  -        253.803 (meters)      832.69  (feet) COMP
 DL5004  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DL5004
 DL5004  VERT ORDER      -  FIRST     CLASS II
 DL5004
 DL5004.The horizontal coordinates were determined by differentially corrected
 DL5004.hand held GPS observations or other comparable positioning techniques
 DL5004.and have an estimated accuracy of +/- 3 meters.
 DL5004
 DL5004.The orthometric height was determined by differential leveling and
 DL5004.adjusted by the NATIONAL GEODETIC SURVEY
 DL5004.in October 2009.
 DL5004
 DL5004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5004.GEOID18 height accuracy estimate available here.
 DL5004
 DL5004.Click photographs - Photos may exist for this station.
 DL5004
 DL5004.The dynamic height is computed by dividing the NAVD 88
 DL5004.geopotential number by the normal gravity value computed on the
 DL5004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5004.degrees latitude (g = 980.6199 gals.).
 DL5004
 DL5004.The modeled gravity was interpolated from observed gravity values.
 DL5004
 DL5004;                    North         East    Units  Estimated Accuracy
 DL5004;SPC MI C     -    95,532.3   6,015,581.6     MT  (+/- 3 meters HH1 GPS) 
 DL5004
 DL5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2607795333(NAD 83)
 DL5004
 DL5004                          SUPERSEDED SURVEY CONTROL
 DL5004
 DL5004.No superseded survey control is available for this station.
 DL5004
 DL5004_MARKER: DD = SURVEY DISK
 DL5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5004_STAMPING: 65600 2008
 DL5004_MARK LOGO: MIDT
 DL5004_PROJECTION: FLUSH
 DL5004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5004+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 DL5004
 DL5004  HISTORY     - Date     Condition        Report By
 DL5004  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5004  HISTORY     - 20210701 GOOD             MIDT
 DL5004  HISTORY     - 20250730 GOOD             MIDT
 DL5004
 DL5004                          STATION DESCRIPTION
 DL5004
 DL5004'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5004'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL5004'THE GREENWOOD ROAD BRIDGE OVERPASS WITH THE NORTHBOUND LANES OF
 DL5004'INTERSTATE 75 ABOUT 8 MI (12.9 KM) SOUTHEAST OF WEST BRANCH, MICHIGAN.
 DL5004'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 WITH HIGHWAY 61, 2.8
 DL5004'MI (4.5 KM) WEST OF STANDISH, GO NORTHWEST ON INTERSTATE 75 FOR 15.6
 DL5004'MI (25.1 KM) TO GREENWOOD ROAD AND THE STATION ON THE RIGHT.
 DL5004'
 DL5004'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5004'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5004'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5004'
 DL5004'THE STATION IS 0.75 MI (1.2 KM) WEST OF OLD M-76 (ALGER ROAD), 115 FT
 DL5004'(35.1 M) EAST OF INTERSTATE 75 NORTHBOUND LANES, 9.5 FT (2.9 M) WEST
 DL5004'OF THE CENTER OF A DRAIN INLET, 4 FT (1.2 M) SOUTH OF THE EDGE OF CURB
 DL5004'OF GREENWOOD ROAD AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE
 DL5004'WITNESS POST.
 DL5004
 DL5004                          STATION RECOVERY (2021)
 DL5004
 DL5004'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5004'RECOVERED IN GOOD CONDITION.
 DL5004
 DL5004                          STATION RECOVERY (2025)
 DL5004
 DL5004'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5005 ***********************************************************************
 DL5005  DESIGNATION -  65601
 DL5005  PID         -  DL5005
 DL5005  STATE/COUNTY-  MI/OGEMAW
 DL5005  COUNTRY     -  US
 DL5005  USGS QUAD   -  STERLING NW (2017)
 DL5005
 DL5005                         *CURRENT SURVEY CONTROL
 DL5005  ______________________________________________________________________
 DL5005* NAD 83(2011) POSITION- 44 10 42.16824(N) 084 09 29.60593(W)   ADJUSTED
 DL5005* NAD 83(2011) ELLIP HT-   214.175 (meters)        (06/27/12)   ADJUSTED
 DL5005* NAD 83(2011) EPOCH   -  2010.00
 DL5005* NAVD 88 ORTHO HEIGHT -   249.174 (meters)      817.50  (feet) ADJUSTED
 DL5005  ______________________________________________________________________
 DL5005  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 DL5005  NAD 83(2011) X  -    466,347.249 (meters)                     COMP
 DL5005  NAD 83(2011) Y  - -4,558,044.708 (meters)                     COMP
 DL5005  NAD 83(2011) Z  -  4,422,477.102 (meters)                     COMP
 DL5005  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DL5005  DYNAMIC HEIGHT  -        249.132 (meters)      817.36  (feet) COMP
 DL5005  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DL5005
 DL5005  VERT ORDER      -  FIRST     CLASS II
 DL5005
 DL5005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5005  Standards:
 DL5005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5005  -------------------------------------------------------------------
 DL5005  NETWORK    0.30   0.49           0.14   0.09   0.25     -0.07399418
 DL5005  -------------------------------------------------------------------
 DL5005  Click here for local accuracies and other accuracy information.
 DL5005
 DL5005.The horizontal coordinates were established by GPS observations
 DL5005.and adjusted by the National Geodetic Survey in June 2012.
 DL5005
 DL5005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5005.been affixed to the stable North American tectonic plate. See 
 DL5005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5005
 DL5005.The horizontal coordinates are valid at the epoch date displayed above
 DL5005.which is a decimal equivalence of Year/Month/Day.
 DL5005
 DL5005.The orthometric height was determined by differential leveling and
 DL5005.adjusted by the NATIONAL GEODETIC SURVEY
 DL5005.in October 2009.
 DL5005
 DL5005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5005.GEOID18 height accuracy estimate available here.
 DL5005
 DL5005.Click photographs - Photos may exist for this station.
 DL5005
 DL5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5005
 DL5005.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5005
 DL5005.The ellipsoidal height was determined by GPS observations
 DL5005.and is referenced to NAD 83.
 DL5005
 DL5005.The dynamic height is computed by dividing the NAVD 88
 DL5005.geopotential number by the normal gravity value computed on the
 DL5005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5005.degrees latitude (g = 980.6199 gals.).
 DL5005
 DL5005.The modeled gravity was interpolated from observed gravity values.
 DL5005
 DL5005. The following values were computed from the NAD 83(2011) position.
 DL5005
 DL5005;                    North         East     Units Scale Factor Converg.
 DL5005;SPC MI C     -    95,777.245 6,016,668.233   MT  1.00000114   +0 08 50.1
 DL5005;SPC MI C     -   314,229.81 19,739,725.17   iFT  1.00000114   +0 08 50.1
 DL5005;UTM  16      - 4,895,612.878   727,155.956   MT  1.00023465   +1 58 52.5
 DL5005
 DL5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5005!SPC MI C     -   0.99996642  x   1.00000114  =   0.99996756
 DL5005!UTM  16      -   0.99996642  x   1.00023465  =   1.00020106
 DL5005
 DL5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2715595612(NAD 83)
 DL5005
 DL5005                          SUPERSEDED SURVEY CONTROL
 DL5005
 DL5005  NAD 83(2007)-  44 10 42.16838(N)    084 09 29.60668(W) AD(2002.00) B
 DL5005  ELLIP H (10/19/09)  214.196  (m)                       GP(2002.00) 1 1
 DL5005
 DL5005.Superseded values are not recommended for survey control.
 DL5005
 DL5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5005.See file dsdata.pdf to determine how the superseded data were derived.
 DL5005
 DL5005_MARKER: DD = SURVEY DISK
 DL5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5005_STAMPING: 65601 2008
 DL5005_MARK LOGO: MIDT
 DL5005_PROJECTION: FLUSH
 DL5005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5005+STABILITY: SURFACE MOTION
 DL5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5005+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 DL5005
 DL5005  HISTORY     - Date     Condition        Report By
 DL5005  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5005  HISTORY     - 20200722 GOOD             MIDT
 DL5005
 DL5005                          STATION DESCRIPTION
 DL5005
 DL5005'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5005'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF WEST
 DL5005'BRANCH, 6.1 MI (9.8 KM) WEST OF SKIDWAY LAKE AND 5.4 MI (8.7 KM) EAST
 DL5005'OF EDWARDS.
 DL5005'
 DL5005'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 (ALGER ROAD) WITH
 DL5005'GREENWOOD ROAD ABOUT 8 MI (12.9 KM) SOUTHEAST OF WEST BRANCH,
 DL5005'MICHIGAN, GO NORTH ON OLD M-76 (ALGER ROAD) FOR 0.15 MI (0.2 KM) AND
 DL5005'THE STATION ON THE RIGHT.
 DL5005'
 DL5005'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5005'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5005'CONCRETE POST, SET TO A DEPTH OF 5.5 FT (1.7 M),
 DL5005'
 DL5005'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) SOUTH OF PORTE
 DL5005'ROAD, 76 FT (23.2 M) SOUTH OF THE CENTER OF THE DRIVEWAY OPENING FOR
 DL5005''5395 ALGER ROAD', 13 FT (4.0 M) EAST OF THE EDGE OF PAVEMENT OF OLD
 DL5005'M-76 (ALGER ROAD) AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 DL5005'WITNESS POST.
 DL5005
 DL5005                          STATION RECOVERY (2020)
 DL5005
 DL5005'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5006 ***********************************************************************
 DL5006  DESIGNATION -  65602
 DL5006  PID         -  DL5006
 DL5006  STATE/COUNTY-  MI/OGEMAW
 DL5006  COUNTRY     -  US
 DL5006  USGS QUAD   -  STERLING NW (2017)
 DL5006
 DL5006                         *CURRENT SURVEY CONTROL
 DL5006  ______________________________________________________________________
 DL5006* NAD 83(1986) POSITION- 44 11 57.66   (N) 084 10 23.88   (W)   HD_HELD1
 DL5006* NAVD 88 ORTHO HEIGHT -   254.906 (meters)      836.30  (feet) ADJUSTED
 DL5006  ______________________________________________________________________
 DL5006  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 DL5006  DYNAMIC HEIGHT  -        254.863 (meters)      836.16  (feet) COMP
 DL5006  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DL5006
 DL5006  VERT ORDER      -  FIRST     CLASS II
 DL5006
 DL5006.The horizontal coordinates were determined by differentially corrected
 DL5006.hand held GPS observations or other comparable positioning techniques
 DL5006.and have an estimated accuracy of +/- 3 meters.
 DL5006
 DL5006.The orthometric height was determined by differential leveling and
 DL5006.adjusted by the NATIONAL GEODETIC SURVEY
 DL5006.in October 2009.
 DL5006
 DL5006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5006.GEOID18 height accuracy estimate available here.
 DL5006
 DL5006.Click photographs - Photos may exist for this station.
 DL5006
 DL5006.The dynamic height is computed by dividing the NAVD 88
 DL5006.geopotential number by the normal gravity value computed on the
 DL5006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5006.degrees latitude (g = 980.6199 gals.).
 DL5006
 DL5006.The modeled gravity was interpolated from observed gravity values.
 DL5006
 DL5006;                    North         East    Units  Estimated Accuracy
 DL5006;SPC MI C     -    98,104.3   6,015,457.1     MT  (+/- 3 meters HH1 GPS) 
 DL5006
 DL5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2587097900(NAD 83)
 DL5006
 DL5006                          SUPERSEDED SURVEY CONTROL
 DL5006
 DL5006.No superseded survey control is available for this station.
 DL5006
 DL5006_MARKER: DD = SURVEY DISK
 DL5006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5006_STAMPING: 65602
 DL5006_MARK LOGO: MIDT
 DL5006_PROJECTION: FLUSH
 DL5006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5006+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL5006
 DL5006  HISTORY     - Date     Condition        Report By
 DL5006  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5006
 DL5006                          STATION DESCRIPTION
 DL5006
 DL5006'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5006'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF SKIDWAY LAKE,
 DL5006'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF WEST BRANCH AND 4.9 MI (7.9 KM)
 DL5006'EAST-NORTHEAST OF EDWARDS.
 DL5006'
 DL5006'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 (ALGER ROAD) WITH
 DL5006'LA PORTE ROAD ABOUT 7 MI (11.3 KM) SOUTHEAST OF WEST BRANCH, MICHIGAN,
 DL5006'GO NORTHWEST ON OLD M-76 (ALGER ROAD) FOR 0.1 MI (0.2 KM) TO THE
 DL5006'STATION ON THE LEFT.
 DL5006'
 DL5006'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5006'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5006'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5006'
 DL5006'THE STATION IS 1.55 MI (2.5 KM) SOUTHEAST OF BOEHM ROAD, 36 FT (11.0
 DL5006'M) NORTHWEST OF THE EXTENDED CENTER OF THE DRIVEWAY OPENING FOR '4747
 DL5006'ALGER ROAD', 23.5 FT (7.2 M) SOUTH OF A CONCRETE DRAIN COVER, 25.5 FT
 DL5006'(7.8 M) WEST-SOUTHWEST OF THE EDGE OF PAVEMENT OF OLD M-76 (ALGER
 DL5006'ROAD), 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5007 ***********************************************************************
 DL5007  DESIGNATION -  65603
 DL5007  PID         -  DL5007
 DL5007  STATE/COUNTY-  MI/OGEMAW
 DL5007  COUNTRY     -  US
 DL5007  USGS QUAD   -  STERLING NW (2017)
 DL5007
 DL5007                         *CURRENT SURVEY CONTROL
 DL5007  ______________________________________________________________________
 DL5007* NAD 83(2011) POSITION- 44 13 44.04895(N) 084 11 38.84377(W)   ADJUSTED
 DL5007* NAD 83(2011) ELLIP HT-   229.528 (meters)        (06/27/12)   ADJUSTED
 DL5007* NAD 83(2011) EPOCH   -  2010.00
 DL5007* NAVD 88 ORTHO HEIGHT -   264.494 (meters)      867.76  (feet) ADJUSTED
 DL5007  ______________________________________________________________________
 DL5007  GEOID HEIGHT    -        -34.957 (meters)                     GEOID18
 DL5007  NAD 83(2011) X  -    463,096.418 (meters)                     COMP
 DL5007  NAD 83(2011) Y  - -4,554,452.858 (meters)                     COMP
 DL5007  NAD 83(2011) Z  -  4,426,512.334 (meters)                     COMP
 DL5007  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DL5007  DYNAMIC HEIGHT  -        264.450 (meters)      867.62  (feet) COMP
 DL5007  MODELED GRAVITY -    980,446.0   (mgal)                       NAVD 88
 DL5007
 DL5007  VERT ORDER      -  FIRST     CLASS II
 DL5007
 DL5007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5007  Standards:
 DL5007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5007  -------------------------------------------------------------------
 DL5007  NETWORK    0.30   0.49           0.14   0.09   0.25     -0.08830959
 DL5007  -------------------------------------------------------------------
 DL5007  Click here for local accuracies and other accuracy information.
 DL5007
 DL5007.The horizontal coordinates were established by GPS observations
 DL5007.and adjusted by the National Geodetic Survey in June 2012.
 DL5007
 DL5007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5007.been affixed to the stable North American tectonic plate. See 
 DL5007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5007
 DL5007.The horizontal coordinates are valid at the epoch date displayed above
 DL5007.which is a decimal equivalence of Year/Month/Day.
 DL5007
 DL5007.The orthometric height was determined by differential leveling and
 DL5007.adjusted by the NATIONAL GEODETIC SURVEY
 DL5007.in October 2009.
 DL5007
 DL5007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5007.GEOID18 height accuracy estimate available here.
 DL5007
 DL5007.Click photographs - Photos may exist for this station.
 DL5007
 DL5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5007
 DL5007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5007
 DL5007.The ellipsoidal height was determined by GPS observations
 DL5007.and is referenced to NAD 83.
 DL5007
 DL5007.The dynamic height is computed by dividing the NAVD 88
 DL5007.geopotential number by the normal gravity value computed on the
 DL5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5007.degrees latitude (g = 980.6199 gals.).
 DL5007
 DL5007.The modeled gravity was interpolated from observed gravity values.
 DL5007
 DL5007. The following values were computed from the NAD 83(2011) position.
 DL5007
 DL5007;                    North         East     Units Scale Factor Converg.
 DL5007;SPC MI C     -   101,384.324 6,013,785.582   MT  0.99998987   +0 07 18.8
 DL5007;SPC MI C     -   332,625.73 19,730,267.66   iFT  0.99998987   +0 07 18.8
 DL5007;UTM  16      - 4,901,126.044   724,094.525   MT  1.00021765   +1 57 28.7
 DL5007
 DL5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5007!SPC MI C     -   0.99996401  x   0.99998987  =   0.99995388
 DL5007!UTM  16      -   0.99996401  x   1.00021765  =   1.00018165
 DL5007
 DL5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2409401126(NAD 83)
 DL5007
 DL5007                          SUPERSEDED SURVEY CONTROL
 DL5007
 DL5007  NAD 83(2007)-  44 13 44.04904(N)    084 11 38.84451(W) AD(2002.00) B
 DL5007  ELLIP H (10/23/09)  229.548  (m)                       GP(2002.00) 3 1
 DL5007
 DL5007.Superseded values are not recommended for survey control.
 DL5007
 DL5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5007.See file dsdata.pdf to determine how the superseded data were derived.
 DL5007
 DL5007_MARKER: DD = SURVEY DISK
 DL5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5007_STAMPING: 65603 2008
 DL5007_MARK LOGO: MIDT
 DL5007_PROJECTION: FLUSH
 DL5007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5007+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2020
 DL5007
 DL5007  HISTORY     - Date     Condition        Report By
 DL5007  HISTORY     - 20080515 MONUMENTED       COLEM
 DL5007  HISTORY     - 20200721 GOOD             MIDT
 DL5007
 DL5007                          STATION DESCRIPTION
 DL5007
 DL5007'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5007'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF OGEMAW
 DL5007'SPRINGS, 5.1 MI (8.2 KM) NORTHEAST OF EDWARDS AND 4.0 MI (6.4 KM)
 DL5007'SOUTHEAST OF WEST BRANCH.
 DL5007'
 DL5007'TO REACH THE STATION FROM THE JUNCTION OF OLD M-76 (ALGER ROAD) WITH
 DL5007'RAU ROAD ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF WEST BRANCH, MICHIGAN, GO
 DL5007'SOUTHEAST ON OLD M-76 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE
 DL5007'RIGHT.
 DL5007'
 DL5007'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5007'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5007'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5007'
 DL5007'THE STATION IS 0.7 MI (1.1 KM) NORTHWEST OF BOEHM ROAD, 0.15 MI (0.2
 DL5007'KM) SOUTHEAST OF THE DRIVEWAY OPENING FOR '3595 ALGER ROAD', 18.5 FT
 DL5007'(5.6 M) SOUTHWEST OF THE EDGE OF PAVEMENT OF OLD M-76 (ALGER ROAD) AND
 DL5007'3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5007
 DL5007                          STATION RECOVERY (2020)
 DL5007
 DL5007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5008 ***********************************************************************
 DL5008  DESIGNATION -  65604
 DL5008  PID         -  DL5008
 DL5008  STATE/COUNTY-  MI/OGEMAW
 DL5008  COUNTRY     -  US
 DL5008  USGS QUAD   -  WEST BRANCH (2017)
 DL5008
 DL5008                         *CURRENT SURVEY CONTROL
 DL5008  ______________________________________________________________________
 DL5008* NAD 83(1986) POSITION- 44 15 46.55   (N) 084 13 01.68   (W)   HD_HELD1
 DL5008* NAVD 88 ORTHO HEIGHT -   278.514 (meters)      913.76  (feet) ADJUSTED
 DL5008  ______________________________________________________________________
 DL5008  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 DL5008  DYNAMIC HEIGHT  -        278.468 (meters)      913.61  (feet) COMP
 DL5008  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DL5008
 DL5008  VERT ORDER      -  FIRST     CLASS II
 DL5008
 DL5008.The horizontal coordinates were determined by differentially corrected
 DL5008.hand held GPS observations or other comparable positioning techniques
 DL5008.and have an estimated accuracy of +/- 3 meters.
 DL5008
 DL5008.The orthometric height was determined by differential leveling and
 DL5008.adjusted by the NATIONAL GEODETIC SURVEY
 DL5008.in October 2009.
 DL5008
 DL5008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5008.GEOID18 height accuracy estimate available here.
 DL5008
 DL5008.Click photographs - Photos may exist for this station.
 DL5008
 DL5008.The dynamic height is computed by dividing the NAVD 88
 DL5008.geopotential number by the normal gravity value computed on the
 DL5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5008.degrees latitude (g = 980.6199 gals.).
 DL5008
 DL5008.The modeled gravity was interpolated from observed gravity values.
 DL5008
 DL5008;                    North         East    Units  Estimated Accuracy
 DL5008;SPC MI C     -   105,161.7   6,011,940.2     MT  (+/- 3 meters HH1 GPS) 
 DL5008
 DL5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2212804843(NAD 83)
 DL5008
 DL5008                          SUPERSEDED SURVEY CONTROL
 DL5008
 DL5008.No superseded survey control is available for this station.
 DL5008
 DL5008_MARKER: DD = SURVEY DISK
 DL5008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5008_STAMPING: 65604 2008
 DL5008_MARK LOGO: MIDT
 DL5008_PROJECTION: FLUSH
 DL5008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5008+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2009
 DL5008
 DL5008  HISTORY     - Date     Condition        Report By
 DL5008  HISTORY     - 20080516 MONUMENTED       COLEM
 DL5008  HISTORY     - 20091214 GOOD             ROWEIN
 DL5008
 DL5008                          STATION DESCRIPTION
 DL5008
 DL5008'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5008'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 DL5008'EDWARDS, 4.7 MI (7.6 KM) SOUTHEAST OF OGEMAW SPRINGS AND 1.4 MI (2.3
 DL5008'KM) SOUTHEAST OF WEST BRANCH.
 DL5008'
 DL5008'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS INTERSTATE 75 (COOK
 DL5008'ROAD) WITH OLD M-76 (ALGER ROAD) ABOUT 1 MI (1.6 KM) SOUTH OF WEST
 DL5008'BRANCH, MICHIGAN, GO SOUTH ON BUSINESS INTERSTATE 75 FOR 0.1 MI (0.2
 DL5008'KM) TO THE STATION ON THE RIGHT.
 DL5008'
 DL5008'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5008'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5008'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5008'
 DL5008'THE STATION IS 230 FT (70.1 M) NORTH-NORTHEAST OF FLOWAGE LAKE ROAD,
 DL5008'65 FT (19.8 M) SOUTH OF A METAL POST FOR A 'BUSINESS LOOP 75' SIGN, 21
 DL5008'FT (6.4 M) NORTH OF THE EDGE OF CURB OF A DRIVEWAY OPENING FOR '2490
 DL5008'COOK ROAD', 30.5 FT (9.3 M) WEST OF THE EDGE OF PAVEMENT OF BUSINESS
 DL5008'75 (COOK ROAD) AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL5008'POST.
 DL5008
 DL5008                          STATION RECOVERY (2009)
 DL5008
 DL5008'RECOVERY NOTE BY ROWE INCORPORATED 2009 (SJS)
 DL5008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5009 ***********************************************************************
 DL5009  DESIGNATION -  65605
 DL5009  PID         -  DL5009
 DL5009  STATE/COUNTY-  MI/OGEMAW
 DL5009  COUNTRY     -  US
 DL5009  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5009
 DL5009                         *CURRENT SURVEY CONTROL
 DL5009  ______________________________________________________________________
 DL5009* NAD 83(1986) POSITION- 44 16 35.98   (N) 084 16 12.55   (W)   HD_HELD1
 DL5009* NAVD 88 ORTHO HEIGHT -   314.791 (meters)     1032.78  (feet) ADJUSTED
 DL5009  ______________________________________________________________________
 DL5009  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 DL5009  DYNAMIC HEIGHT  -        314.737 (meters)     1032.60  (feet) COMP
 DL5009  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 DL5009
 DL5009  VERT ORDER      -  FIRST     CLASS II
 DL5009
 DL5009.The horizontal coordinates were determined by differentially corrected
 DL5009.hand held GPS observations or other comparable positioning techniques
 DL5009.and have an estimated accuracy of +/- 3 meters.
 DL5009
 DL5009.The orthometric height was determined by differential leveling and
 DL5009.adjusted by the NATIONAL GEODETIC SURVEY
 DL5009.in October 2009.
 DL5009
 DL5009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5009.GEOID18 height accuracy estimate available here.
 DL5009
 DL5009.Click photographs - Photos may exist for this station.
 DL5009
 DL5009.The dynamic height is computed by dividing the NAVD 88
 DL5009.geopotential number by the normal gravity value computed on the
 DL5009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5009.degrees latitude (g = 980.6199 gals.).
 DL5009
 DL5009.The modeled gravity was interpolated from observed gravity values.
 DL5009
 DL5009;                    North         East    Units  Estimated Accuracy
 DL5009;SPC MI C     -   106,681.0   6,007,704.8     MT  (+/- 3 meters HH1 GPS) 
 DL5009
 DL5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1784506226(NAD 83)
 DL5009
 DL5009                          SUPERSEDED SURVEY CONTROL
 DL5009
 DL5009.No superseded survey control is available for this station.
 DL5009
 DL5009_MARKER: DD = SURVEY DISK
 DL5009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5009_STAMPING: 65605 2008
 DL5009_MARK LOGO: MIDT
 DL5009_PROJECTION: FLUSH
 DL5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5009+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2010
 DL5009
 DL5009  HISTORY     - Date     Condition        Report By
 DL5009  HISTORY     - 20080516 MONUMENTED       COLEM
 DL5009  HISTORY     - 20100217 GOOD             ROWEIN
 DL5009  HISTORY     - 20130712 GOOD             INDIV
 DL5009
 DL5009                          STATION DESCRIPTION
 DL5009
 DL5009'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5009'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF EDWARDS, 2.2 MI
 DL5009'(3.5 KM) SOUTH-SOUTHEAST OF OGEMAW SPRINGS AND 1.6 MI (2.6 KM) WEST OF
 DL5009'WEST BRANCH.
 DL5009'
 DL5009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5009'INTERSTATE 75 (EXIT 215) ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH,
 DL5009'MICHIGAN, GO EAST ON STATE HIGHWAY 55 FOR 0.2 MI (0.3 KM) TO GREEN
 DL5009'ROAD, CONTINUE EAST ON STATE HIGHWAY 55 FOR 0.3 MI (0.5 KM) TO THE
 DL5009'STATION ON THE RIGHT.
 DL5009'
 DL5009'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5009'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5009'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5009'
 DL5009'THE STATION IS 0.15 MI (0.2 KM) WEST OF GRAY ROAD, 320 FT (97.5 M)
 DL5009'WEST OF THE CENTER OF THE DRIVEWAY OPENING FOR '3561 M-55', 8 FT (2.4
 DL5009'M) SOUTH OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 55, AND 3.3 FT (1.0
 DL5009'M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5009
 DL5009                          STATION RECOVERY (2010)
 DL5009
 DL5009'RECOVERY NOTE BY ROWE INCORPORATED 2010 (SJS)
 DL5009'RECOVERED IN GOOD CONDITION.
 DL5009
 DL5009                          STATION RECOVERY (2013)
 DL5009
 DL5009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 DL5009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5010 ***********************************************************************
 DL5010  DESIGNATION -  65606
 DL5010  PID         -  DL5010
 DL5010  STATE/COUNTY-  MI/OGEMAW
 DL5010  COUNTRY     -  US
 DL5010  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5010
 DL5010                         *CURRENT SURVEY CONTROL
 DL5010  ______________________________________________________________________
 DL5010* NAD 83(1986) POSITION- 44 17 10.30   (N) 084 18 04.87   (W)   HD_HELD1
 DL5010* NAVD 88 ORTHO HEIGHT -   359.382 (meters)     1179.07  (feet) ADJUSTED
 DL5010  ______________________________________________________________________
 DL5010  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 DL5010  DYNAMIC HEIGHT  -        359.321 (meters)     1178.87  (feet) COMP
 DL5010  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DL5010
 DL5010  VERT ORDER      -  FIRST     CLASS II
 DL5010
 DL5010.The horizontal coordinates were determined by differentially corrected
 DL5010.hand held GPS observations or other comparable positioning techniques
 DL5010.and have an estimated accuracy of +/- 3 meters.
 DL5010
 DL5010.The orthometric height was determined by differential leveling and
 DL5010.adjusted by the NATIONAL GEODETIC SURVEY
 DL5010.in October 2009.
 DL5010
 DL5010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5010.GEOID18 height accuracy estimate available here.
 DL5010
 DL5010.Click photographs - Photos may exist for this station.
 DL5010
 DL5010.The dynamic height is computed by dividing the NAVD 88
 DL5010.geopotential number by the normal gravity value computed on the
 DL5010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5010.degrees latitude (g = 980.6199 gals.).
 DL5010
 DL5010.The modeled gravity was interpolated from observed gravity values.
 DL5010
 DL5010;                    North         East    Units  Estimated Accuracy
 DL5010;SPC MI C     -   107,737.8   6,005,213.2     MT  (+/- 3 meters HH1 GPS) 
 DL5010
 DL5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1532107202(NAD 83)
 DL5010
 DL5010                          SUPERSEDED SURVEY CONTROL
 DL5010
 DL5010.No superseded survey control is available for this station.
 DL5010
 DL5010_MARKER: DD = SURVEY DISK
 DL5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5010_STAMPING: 65606 2008
 DL5010_MARK LOGO: MIDT
 DL5010_PROJECTION: FLUSH
 DL5010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5010+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DL5010
 DL5010  HISTORY     - Date     Condition        Report By
 DL5010  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5010
 DL5010                          STATION DESCRIPTION
 DL5010
 DL5010'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5010'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF SAINT
 DL5010'HELEN, 3.2 MI (5.1 KM) WEST-NORTHWEST OF WEST BRANCH AND 1.3 MI (2.1
 DL5010'KM) SOUTH-SOUTHWEST OF OGEMAW SPRINGS.
 DL5010'
 DL5010'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5010'HIGHWAY 55 (EXIT 215) ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH,
 DL5010'MICHIGAN, GO NORTH THEN WEST ON INTERSTATE 75 FOR 1 MI (1.6 KM) TO THE
 DL5010'SKI PARK ROAD BRIDGE, CONTINUE WEST ON INTERSTATE 75 FOR 0.2 MI (0.3
 DL5010'KM) TO THE STATION ON THE LEFT.
 DL5010'
 DL5010'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5010'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5010'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5010'
 DL5010'THE STATION IS 1.3 MI (2.1 KM) EAST OF BOUTELL ROAD, 60 FT (18.3 M)
 DL5010'NORTH OF THE EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF INTERSTATE 75
 DL5010'AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5011 ***********************************************************************
 DL5011  DESIGNATION -  65607
 DL5011  PID         -  DL5011
 DL5011  STATE/COUNTY-  MI/OGEMAW
 DL5011  COUNTRY     -  US
 DL5011  USGS QUAD   -  OGEMAW SPRINGS (2017)
 DL5011
 DL5011                         *CURRENT SURVEY CONTROL
 DL5011  ______________________________________________________________________
 DL5011* NAD 83(1986) POSITION- 44 17 39.48   (N) 084 21 20.02   (W)   HD_HELD1
 DL5011* NAVD 88 ORTHO HEIGHT -   430.555 (meters)     1412.58  (feet) ADJUSTED
 DL5011  ______________________________________________________________________
 DL5011  GEOID HEIGHT    -        -34.706 (meters)                     GEOID18
 DL5011  DYNAMIC HEIGHT  -        430.481 (meters)     1412.34  (feet) COMP
 DL5011  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 DL5011
 DL5011  VERT ORDER      -  FIRST     CLASS II
 DL5011
 DL5011.The horizontal coordinates were determined by differentially corrected
 DL5011.hand held GPS observations or other comparable positioning techniques
 DL5011.and have an estimated accuracy of +/- 3 meters.
 DL5011
 DL5011.The orthometric height was determined by differential leveling and
 DL5011.adjusted by the NATIONAL GEODETIC SURVEY
 DL5011.in October 2009.
 DL5011
 DL5011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5011.GEOID18 height accuracy estimate available here.
 DL5011
 DL5011.Click photographs - Photos may exist for this station.
 DL5011
 DL5011.The dynamic height is computed by dividing the NAVD 88
 DL5011.geopotential number by the normal gravity value computed on the
 DL5011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5011.degrees latitude (g = 980.6199 gals.).
 DL5011
 DL5011.The modeled gravity was interpolated from observed gravity values.
 DL5011
 DL5011;                    North         East    Units  Estimated Accuracy
 DL5011;SPC MI C     -   108,636.4   6,000,886.3     MT  (+/- 3 meters HH1 GPS) 
 DL5011
 DL5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1096607962(NAD 83)
 DL5011
 DL5011                          SUPERSEDED SURVEY CONTROL
 DL5011
 DL5011.No superseded survey control is available for this station.
 DL5011
 DL5011_MARKER: DD = SURVEY DISK
 DL5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5011_STAMPING: 65607 2008
 DL5011_MARK LOGO: MIDT
 DL5011_PROJECTION: FLUSH
 DL5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5011+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2020
 DL5011
 DL5011  HISTORY     - Date     Condition        Report By
 DL5011  HISTORY     - 20080516 MONUMENTED       COLEM
 DL5011  HISTORY     - 20200720 GOOD             MIDT
 DL5011
 DL5011                          STATION DESCRIPTION
 DL5011
 DL5011'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5011'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-NORTHWEST OF WEST
 DL5011'BRANCH, 5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF SAINT HELEN AND 3.2 MI (5.1
 DL5011'KM) WEST-SOUTHWEST OF OGEMAW SPRINGS.
 DL5011'
 DL5011'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5011'HIGHWAY 55 ABOUT 2 MI (3.2 KM) WEST OF WEST BRANCH, MICHIGAN, GO NORTH
 DL5011'THEN WEST ON INTERSTATE 75 FOR 2.5 MI (4.0 KM) TO BOUTELL ROAD,
 DL5011'CONTINUE WEST ON INTERSTATE 75 FOR 1.5 MI (2.4 KM) TO THE STATION ON
 DL5011'THE LEFT.
 DL5011'
 DL5011'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5011'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5011'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5011'
 DL5011'THE STATION IS 0.9 MI (1.4 KM) SOUTHEAST OF MERIDIAN ROAD/URBAN RIDGE
 DL5011'ROAD, 105 SOUTHWEST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF
 DL5011'INTERSTATE 75 AND 3.3 FT (1.0 M) NORTHEAST OF AN ORANGE CARSONITE
 DL5011'WITNESS POST.
 DL5011
 DL5011                          STATION RECOVERY (2020)
 DL5011
 DL5011'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0945 ***********************************************************************
 NF0945  DESIGNATION -  658
 NF0945  PID         -  NF0945
 NF0945  STATE/COUNTY-  MI/ALLEGAN
 NF0945  COUNTRY     -  US
 NF0945  USGS QUAD   -  ALLEGAN (2017)
 NF0945
 NF0945                         *CURRENT SURVEY CONTROL
 NF0945  ______________________________________________________________________
 NF0945* NAD 83(1986) POSITION- 42 31 42.     (N) 085 51 08.     (W)   SCALED
 NF0945* NAVD 88 ORTHO HEIGHT -   200.359 (meters)      657.34  (feet) ADJUSTED
 NF0945  ______________________________________________________________________
 NF0945  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 NF0945  DYNAMIC HEIGHT  -        200.305 (meters)      657.17  (feet) COMP
 NF0945  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 NF0945
 NF0945  VERT ORDER      -  SECOND    CLASS 0
 NF0945
 NF0945.The horizontal coordinates were scaled from a map and have
 NF0945.an estimated accuracy of +/- 6 seconds.
 NF0945
 NF0945.The orthometric height was determined by differential leveling and
 NF0945.adjusted by the NATIONAL GEODETIC SURVEY
 NF0945.in June 1991.
 NF0945
 NF0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0945.GEOID18 height accuracy estimate available here.
 NF0945
 NF0945.Click photographs - Photos may exist for this station.
 NF0945
 NF0945.The dynamic height is computed by dividing the NAVD 88
 NF0945.geopotential number by the normal gravity value computed on the
 NF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0945.degrees latitude (g = 980.6199 gals.).
 NF0945
 NF0945.The modeled gravity was interpolated from observed gravity values.
 NF0945
 NF0945;                    North         East    Units  Estimated Accuracy
 NF0945;SPC MI S     -   115,300.    3,877,960.      MT  (+/- 180 meters Scaled)
 NF0945
 NF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN942090(NAD 83)
 NF0945
 NF0945                          SUPERSEDED SURVEY CONTROL
 NF0945
 NF0945  NGVD 29 (??/??/92)  200.496  (m)          657.79   (f) ADJ UNCH    2 0
 NF0945
 NF0945.Superseded values are not recommended for survey control.
 NF0945
 NF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0945.See file dsdata.pdf to determine how the superseded data were derived.
 NF0945
 NF0945_MARKER: DD = SURVEY DISK
 NF0945_SETTING: 66 = SET IN ROCK OUTCROP
 NF0945_STAMPING: MICH 658 1929
 NF0945_MARK LOGO: USGS
 NF0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF0945+STABILITY: POSITION/ELEVATION WELL
 NF0945
 NF0945  HISTORY     - Date     Condition        Report By
 NF0945  HISTORY     - 1929     MONUMENTED       USGS
 NF0945  HISTORY     - 1948     GOOD             CGS
 NF0945  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0945
 NF0945                          STATION DESCRIPTION
 NF0945
 NF0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0945'AT ALLEGAN.
 NF0945'AT ALLEGAN, NEAR THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN, 40
 NF0945'FEET EAST OF THE EAST CURB OF WALNUT STREET, 99 FEET NORTH OF THE
 NF0945'NORTH CURB OF HUBBARD STREET, 119 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0945'CORNER OF THE COURT HOUSE, SET IN THE TOP OF A 1 1/2 BY 2-FOOT
 NF0945'STONE PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 NF0945
 NF0945                          STATION RECOVERY (1997)
 NF0945
 NF0945'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0945'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0816 ***********************************************************************
 ME0816  DESIGNATION -  660.8
 ME0816  PID         -  ME0816
 ME0816  STATE/COUNTY-  MI/BERRIEN
 ME0816  COUNTRY     -  US
 ME0816  USGS QUAD   -  BRIDGMAN (2017)
 ME0816
 ME0816                         *CURRENT SURVEY CONTROL
 ME0816  ______________________________________________________________________
 ME0816* NAD 83(1986) POSITION- 41 59 08.     (N) 086 32 07.     (W)   SCALED
 ME0816* NAVD 88 ORTHO HEIGHT -   201.43  (+/-2cm)      660.9   (feet) VERTCON3
 ME0816  ______________________________________________________________________
 ME0816  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 ME0816  VERT ORDER      -  ? (See Below)
 ME0816
 ME0816.The horizontal coordinates were scaled from a map and have
 ME0816.an estimated accuracy of +/- 6 seconds.
 ME0816
 ME0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0816
 ME0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0816.GEOID18 height accuracy estimate available here.
 ME0816
 ME0816.The vertical order pertains to the NGVD 29 superseded value.
 ME0816
 ME0816.Click photographs - Photos may exist for this station.
 ME0816
 ME0816;                    North         East    Units  Estimated Accuracy
 ME0816;SPC MI S     -    56,250.    3,820,300.      MT  (+/- 180 meters Scaled)
 ME0816
 ME0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM384482(NAD 83)
 ME0816
 ME0816                          SUPERSEDED SURVEY CONTROL
 ME0816
 ME0816  NGVD 29 (??/??/92)  201.557  (m)          661.27   (f) ADJ UNCH       
 ME0816
 ME0816.Superseded values are not recommended for survey control.
 ME0816
 ME0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0816.See file dsdata.pdf to determine how the superseded data were derived.
 ME0816
 ME0816_MARKER: N = NAIL
 ME0816_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 ME0816_SP_SET: TREE
 ME0816_STAMPING: USGS BM
 ME0816_MARK LOGO: USGS
 ME0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0816
 ME0816  HISTORY     - Date     Condition        Report By
 ME0816  HISTORY     - UNK      MONUMENTED       USGS
 ME0816  HISTORY     - 1934     GOOD             CGS
 ME0816  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0816
 ME0816                          STATION DESCRIPTION
 ME0816
 ME0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0816'2.1 MI S FROM STEVENSVILLE.
 ME0816'THE STATION BY RAIL ON THE CHICAGO AND GRAND RAPIDS DIVISION
 ME0816'OF THE PERE MARQUETTE RAILWAY, 5 1/2 RAILS SOUTH OF MP NO. C 87,
 ME0816'60 FEET WEST OF THE WEST RAIL AT THE CENTER OF THE CROSSING
 ME0816'OF DIRT ROAD, 30 FEET NORTH OF THE CENTER LINE OF DIRT ROAD, 30
 ME0816'FEET WEST OF BARBED WIRE FENCE CORNER, IN THE FENCE LINE, ON THE
 ME0816'WEST SIDE OF A 10 INCH MAPLE TREE, A COPPER NAIL AND WASHER,
 ME0816'LEVEL WITH THE GROUND.  STAMPED USGS BM.
 ME0816
 ME0816                          STATION RECOVERY (1985)
 ME0816
 ME0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0816'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0861 ***********************************************************************
 RL0861  DESIGNATION -  667.8
 RL0861  PID         -  RL0861
 RL0861  STATE/COUNTY-  MI/ONTONAGON
 RL0861  COUNTRY     -  US
 RL0861  USGS QUAD   -  ROCKLAND (2017)
 RL0861
 RL0861                         *CURRENT SURVEY CONTROL
 RL0861  ______________________________________________________________________
 RL0861* NAD 83(1986) POSITION- 46 43 13.     (N) 089 12 27.     (W)   SCALED
 RL0861* NAVD 88 ORTHO HEIGHT -   203.627 (meters)      668.07  (feet) ADJUSTED
 RL0861  ______________________________________________________________________
 RL0861  GEOID HEIGHT    -        -31.811 (meters)                     GEOID18
 RL0861  DYNAMIC HEIGHT  -        203.650 (meters)      668.14  (feet) COMP
 RL0861  MODELED GRAVITY -    980,724.5   (mgal)                       NAVD 88
 RL0861
 RL0861  VERT ORDER      -  SECOND    CLASS 0
 RL0861
 RL0861.The horizontal coordinates were scaled from a map and have
 RL0861.an estimated accuracy of +/- 6 seconds.
 RL0861
 RL0861.The orthometric height was determined by differential leveling and
 RL0861.adjusted by the NATIONAL GEODETIC SURVEY
 RL0861.in June 1991.
 RL0861
 RL0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0861.GEOID18 height accuracy estimate available here.
 RL0861
 RL0861.Click photographs - Photos may exist for this station.
 RL0861
 RL0861.The dynamic height is computed by dividing the NAVD 88
 RL0861.geopotential number by the normal gravity value computed on the
 RL0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0861.degrees latitude (g = 980.6199 gals.).
 RL0861
 RL0861.The modeled gravity was interpolated from observed gravity values.
 RL0861
 RL0861;                    North         East    Units  Estimated Accuracy
 RL0861;SPC MI N     -   217,630.    7,831,270.      MT  (+/- 180 meters Scaled)
 RL0861
 RL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS313764(NAD 83)
 RL0861
 RL0861                          SUPERSEDED SURVEY CONTROL
 RL0861
 RL0861  NGVD 29 (??/??/92)  203.642  (m)          668.12   (f) ADJ UNCH    2 0
 RL0861
 RL0861.Superseded values are not recommended for survey control.
 RL0861
 RL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0861.See file dsdata.pdf to determine how the superseded data were derived.
 RL0861
 RL0861_MARKER: S = SPIKE
 RL0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0861_SP_SET: ELM TREE
 RL0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0861
 RL0861  HISTORY     - Date     Condition        Report By
 RL0861  HISTORY     - UNK      MONUMENTED       USGS
 RL0861  HISTORY     - 1948     GOOD             CGS
 RL0861  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0861
 RL0861                          STATION DESCRIPTION
 RL0861
 RL0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0861'2.2 MI SW FROM ROCKLAND.
 RL0861'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0861'ROCKLAND, THENCE 2.0 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0861'118 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE OVER
 RL0861'ONTONAGON RIVER, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RL0861'1 FOOT BELOW THE LEVEL OF THE ROAD, A SPIKE IN THE EAST SIDE
 RL0861'OF A 30-INCH ELM TREE.
 RL0861
 RL0861                          STATION RECOVERY (2001)
 RL0861
 RL0861'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0861'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0297 ***********************************************************************
 OL0297  DESIGNATION -  67 ANC USGS
 OL0297  PID         -  OL0297
 OL0297  STATE/COUNTY-  MI/MASON
 OL0297  COUNTRY     -  US
 OL0297  USGS QUAD   -  LUDINGTON (2017)
 OL0297
 OL0297                         *CURRENT SURVEY CONTROL
 OL0297  ______________________________________________________________________
 OL0297* NAD 83(1986) POSITION- 43 57 25.4    (N) 086 24 40.4    (W)   HD_HELD2
 OL0297* NAVD 88 ORTHO HEIGHT -   195.340 (meters)      640.88  (feet) ADJUSTED
 OL0297  ______________________________________________________________________
 OL0297  GEOID HEIGHT    -        -35.342 (meters)                     GEOID18
 OL0297  DYNAMIC HEIGHT  -        195.306 (meters)      640.77  (feet) COMP
 OL0297  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 OL0297
 OL0297  VERT ORDER      -  FIRST     CLASS II
 OL0297
 OL0297.This mark is at Mason County Airport (LDM)
 OL0297
 OL0297.The horizontal coordinates were established by autonomous hand held GPS
 OL0297.observations and have an estimated accuracy of +/- 10 meters.
 OL0297
 OL0297.The orthometric height was determined by differential leveling and
 OL0297.adjusted by the NATIONAL GEODETIC SURVEY
 OL0297.in June 1991.
 OL0297
 OL0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0297.GEOID18 height accuracy estimate available here.
 OL0297
 OL0297.Click photographs - Photos may exist for this station.
 OL0297
 OL0297.The dynamic height is computed by dividing the NAVD 88
 OL0297.geopotential number by the normal gravity value computed on the
 OL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0297.degrees latitude (g = 980.6199 gals.).
 OL0297
 OL0297.The modeled gravity was interpolated from observed gravity values.
 OL0297
 OL0297;                    North         East    Units  Estimated Accuracy
 OL0297;SPC MI C     -    73,231.    5,835,903.      MT  (+/- 10 meters HH2 GPS)
 OL0297
 OL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4723867271(NAD 83)
 OL0297
 OL0297                          SUPERSEDED SURVEY CONTROL
 OL0297
 OL0297.No superseded survey control is available for this station.
 OL0297
 OL0297_MARKER: DD = SURVEY DISK
 OL0297_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0297+WITH SETTING: PAVEMENT
 OL0297_SP_SET: CONCRETE FLOOR
 OL0297_STAMPING: 67 ANC 1954 641
 OL0297_MARK LOGO: USGS
 OL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0297+STABILITY: SURFACE MOTION
 OL0297
 OL0297  HISTORY     - Date     Condition        Report By
 OL0297  HISTORY     - 1954     MONUMENTED       USGS
 OL0297  HISTORY     - 1984     GOOD             NGS
 OL0297  HISTORY     - 19950910 GOOD             USPSQD
 OL0297  HISTORY     - 19961024 GOOD             USPSQD
 OL0297  HISTORY     - 20010815 GOOD             NGS
 OL0297  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 OL0297  HISTORY     - 20230505 MARK NOT FOUND   WILWRK
 OL0297
 OL0297                          STATION DESCRIPTION
 OL0297
 OL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0297'3.1 KM (1.95 MI) EAST FROM LUDINGTON.
 OL0297'2.9 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0297'LUDINGTON, THENCE 0.1 KM (0.05 MI) NORTH ALONG THE ASPHALT ROAD
 OL0297'LEADING TO THE MASON COUNTY AIRPORT TERMINAL BUILDING, THENCE 0.1 KM
 OL0297'(0.05 MI) WEST ACROSS A GRASSY AREA TO THE THIRD HANGER BUILDING,
 OL0297'SOUTH OF THE TERMINAL BUILDING, SET IN TOP OF THE CONCRETE FLOOR NEAR
 OL0297'THE SOUTH EDGE OF THE BUILDING AND PROJECTS ABOUT 1 CENTIMETER,
 OL0297'99.66 METERS (327.0 FT) WEST OF THE CENTER OF THE ASPHALT ROAD LEADING
 OL0297'NORTH TO THE TERMINAL, 21.67 METERS (71.1 FT) EAST OF THE SOUTHWEST
 OL0297'CORNER OF THE THIRD HANGER SOUTH OF THE TERMINAL, 15.60 METERS
 OL0297'(51.2 FT) WEST OF THE SOUTHEAST CORNER OF THE HANGER, AND 0.15 METERS
 OL0297'(0.5 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE FLOOR OF THE HANGER
 OL0297'BUILDING WHICH EXTENDS 0.34 METERS (1.1 FT) SOUTH OF THE METAL DOOR.
 OL0297'THE MARK IS ABOVE LEVEL WITH CONCRETE APRON.
 OL0297
 OL0297                          STATION RECOVERY (1995)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0297'RECOVERED IN GOOD CONDITION.
 OL0297
 OL0297                          STATION RECOVERY (1996)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0297'RECOVERED IN GOOD CONDITION.
 OL0297
 OL0297                          STATION RECOVERY (2001)
 OL0297
 OL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0297
 OL0297                          STATION RECOVERY (2004)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0297'MARK NOT FOUND.
 OL0297
 OL0297                          STATION RECOVERY (2023)
 OL0297
 OL0297'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OL0297'MARK NOT FOUND.  IT WAS LIKELY DESTROYED DURING CONSTRUCTION OF NEW
 OL0297'AND LARGER HANGAR BUILDING BETWEEN 2012 AND 2015 AT LOCATION OF OLD
 OL0297'HANGAR REFERENCED IN DATASHEET.  OTHER REFERENCED BUILDINGS ARE ALSO
 OL0297'GONE.  FROM A 1998 AERIAL IMAGE THE DIMENSIONS OF FORMER HANGAR
 OL0297'BUILDING MATCH THOSE REFERENCED IN DATASHEET.  FROM THOSE DIMENSIONS A
 OL0297'NEW APPROXIMATELY POSITION WAS DETERMINED BUT MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0070 ***********************************************************************
 OK0070  DESIGNATION -  672 MICH
 OK0070  PID         -  OK0070
 OK0070  STATE/COUNTY-  MI/SAGINAW
 OK0070  COUNTRY     -  US
 OK0070  USGS QUAD   -  MERRILL (2017)
 OK0070
 OK0070                         *CURRENT SURVEY CONTROL
 OK0070  ______________________________________________________________________
 OK0070* NAD 83(1986) POSITION- 43 24 43.     (N) 084 19 48.     (W)   SCALED
 OK0070* NAVD 88 ORTHO HEIGHT -   204.335 (meters)      670.39  (feet) ADJUSTED
 OK0070  ______________________________________________________________________
 OK0070  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 OK0070  DYNAMIC HEIGHT  -        204.296 (meters)      670.26  (feet) COMP
 OK0070  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 OK0070
 OK0070  VERT ORDER      -  SECOND    CLASS 0
 OK0070
 OK0070.The horizontal coordinates were scaled from a map and have
 OK0070.an estimated accuracy of +/- 6 seconds.
 OK0070
 OK0070.The orthometric height was determined by differential leveling and
 OK0070.adjusted by the NATIONAL GEODETIC SURVEY
 OK0070.in June 1991.
 OK0070
 OK0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0070.GEOID18 height accuracy estimate available here.
 OK0070
 OK0070.Click photographs - Photos may exist for this station.
 OK0070
 OK0070.The dynamic height is computed by dividing the NAVD 88
 OK0070.geopotential number by the normal gravity value computed on the
 OK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0070.degrees latitude (g = 980.6199 gals.).
 OK0070
 OK0070.The modeled gravity was interpolated from observed gravity values.
 OK0070
 OK0070;                    North         East    Units  Estimated Accuracy
 OK0070;SPC MI S     -   212,380.    4,002,970.      MT  (+/- 180 meters Scaled)
 OK0070
 OK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP161100(NAD 83)
 OK0070
 OK0070                          SUPERSEDED SURVEY CONTROL
 OK0070
 OK0070  NGVD 29 (??/??/92)  204.506  (m)          670.95   (f) ADJ UNCH    2 0
 OK0070
 OK0070.Superseded values are not recommended for survey control.
 OK0070
 OK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0070.See file dsdata.pdf to determine how the superseded data were derived.
 OK0070
 OK0070_MARKER: P = PIPE CAP
 OK0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0070_STAMPING: 672 MICH
 OK0070_MARK LOGO: USGS
 OK0070_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0070
 OK0070  HISTORY     - Date     Condition        Report By
 OK0070  HISTORY     - 1915     MONUMENTED       USGS
 OK0070  HISTORY     - 1934     GOOD             CGS
 OK0070  HISTORY     - 1942     GOOD             USGS
 OK0070  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0070
 OK0070                          STATION DESCRIPTION
 OK0070
 OK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0070'AT MERRILL.
 OK0070'AT MERRILL, SAGINAW COUNTY, 25 YARDS NORTHWEST OF THE NORTHWEST
 OK0070'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 42 FEET EAST
 OK0070'OF THE CENTERLINE OF COUNTY HIGHWAY 497, 40 FEET NORTH OF THE
 OK0070'NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A UNITED STATES
 OK0070'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 672 MICH AND RIVETED ON
 OK0070'THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0070
 OK0070                          STATION RECOVERY (1942)
 OK0070
 OK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 OK0070'RECOVERED IN GOOD CONDITION.
 OK0070
 OK0070                          STATION RECOVERY (2001)
 OK0070
 OK0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI4959 ***********************************************************************
 AI4959  DESIGNATION -  67300
 AI4959  PID         -  AI4959
 AI4959  STATE/COUNTY-  MI/OSCEOLA
 AI4959  COUNTRY     -  US
 AI4959  USGS QUAD   -  HERSEY (2017)
 AI4959
 AI4959                         *CURRENT SURVEY CONTROL
 AI4959  ______________________________________________________________________
 AI4959* NAD 83(1986) POSITION- 43 52 25.     (N) 085 28 21.     (W)   SCALED
 AI4959* NAVD 88 ORTHO HEIGHT -   312.587 (meters)     1025.55  (feet) ADJUSTED
 AI4959  ______________________________________________________________________
 AI4959  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 AI4959  DYNAMIC HEIGHT  -        312.537 (meters)     1025.38  (feet) COMP
 AI4959  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 AI4959
 AI4959  VERT ORDER      -  FIRST     CLASS II
 AI4959
 AI4959.The horizontal coordinates were scaled from a map and have
 AI4959.an estimated accuracy of +/- 6 seconds.
 AI4959
 AI4959.The orthometric height was determined by differential leveling and
 AI4959.adjusted by the NATIONAL GEODETIC SURVEY
 AI4959.in January 2002.
 AI4959
 AI4959.No vertical observational check was made to the station.
 AI4959
 AI4959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4959.GEOID18 height accuracy estimate available here.
 AI4959
 AI4959.Click photographs - Photos may exist for this station.
 AI4959
 AI4959.The dynamic height is computed by dividing the NAVD 88
 AI4959.geopotential number by the normal gravity value computed on the
 AI4959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4959.degrees latitude (g = 980.6199 gals.).
 AI4959
 AI4959.The modeled gravity was interpolated from observed gravity values.
 AI4959
 AI4959;                    North         East    Units  Estimated Accuracy
 AI4959;SPC MI C     -    62,500.    5,911,110.      MT  (+/- 180 meters Scaled)
 AI4959
 AI4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP227589(NAD 83)
 AI4959
 AI4959                          SUPERSEDED SURVEY CONTROL
 AI4959
 AI4959.No superseded survey control is available for this station.
 AI4959
 AI4959_MARKER: DD = SURVEY DISK
 AI4959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI4959+WITH SETTING: INFORMATION.
 AI4959_STAMPING: 67300 1999
 AI4959_MARK LOGO: MIDT
 AI4959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI4959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4959+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 AI4959
 AI4959  HISTORY     - Date     Condition        Report By
 AI4959  HISTORY     - 1999     MONUMENTED       MIDT
 AI4959  HISTORY     - 20051024 GOOD             USPSQD
 AI4959  HISTORY     - 20230607 GOOD             MIDT
 AI4959
 AI4959                          STATION DESCRIPTION
 AI4959
 AI4959'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (ELM)
 AI4959'STATION IS IN QUAD.  430851.  IT IS LOCATED ABOUT 1-1/2 MILES EAST OF
 AI4959'REED CITY, MI.  IN THE SOUTHEAST 1/4 OF SECTION 11, T-17-N, R-10-W,
 AI4959'RICHMOND TOWNSHIP AND IN THE GRASSY AREA ON THE EAST SIDE OF THE WEST
 AI4959'FENCE LINE OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION MAINTENCE
 AI4959'GARAGE FACILITY LOCATED ALONG US HIGHWAY 10.  TO REACH THE STATION
 AI4959'FROM THE JUNCTION OF NEW US HIGHWAY 131 OVERPASS AND US HIGHWAY 10, GO
 AI4959'EASTERLY ALONG US HIGHWAY 10 FOR 4.7 KM (2.90 MI) TO THE MICHIGAN
 AI4959'DEPARTMENT OF TRANSPORTATION MAINTENANCE GARAGE ON THE LEFT.  TURN
 AI4959'LEFT PASSING THROUGH GATE AND GO NORTHERLY FOR APPROXIMATELY 60 M
 AI4959'(196.8 FT) TO THE MARK ON THE LEFT, BY THE WEST FENCE LINE.  STATION
 AI4959'IS A STANDARD MIDT 4-INCH CONCRETE BOUNDRY MARKER WITH A RIGHT-OF-WAY
 AI4959'CAP ATTACHED TO THE STEEL ROD AND EMBEDDED INTO THE MONUMENT SET IN
 AI4959'PLACE UNDER A 8-INCH METAL MONUMENT BOX WITH COVER.  IT IS 54.6 M
 AI4959'(179.1 FT) NORTH OF A CHAIN LINK FENCE, 19.8 M (65.0 FT) WEST OF THE
 AI4959'WEST EDGE OF ASPHALT DRIVE LEADING TO MAINTENANCE GARAGE, 16.9 M (55.4
 AI4959'FT) SOUTH 50 DEGREES WEST OF A MAGNETIC PK NAIL SET IN NW FACE OF A
 AI4959'10-INCH RED PINE TREE, 1.0 M (3.3 FT) EAST OF A CHAIN LINK FENCE, AND
 AI4959'0.2 M (0.7 FT) EAST OF A CARSONITE WITNESS POST. DESCRIBED BY THOMAS
 AI4959'W.  BENSON, MIDT.
 AI4959
 AI4959                          STATION RECOVERY (2005)
 AI4959
 AI4959'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AI4959'RECOVERED IN GOOD CONDITION.
 AI4959
 AI4959                          STATION RECOVERY (2023)
 AI4959
 AI4959'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (ZW)
 AI4959'MARK FOUND AS DESCRIBED.  MARK UNDER OVERHEAD TREE BRANCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5041 ***********************************************************************
 DL5041  DESIGNATION -  67600
 DL5041  PID         -  DL5041
 DL5041  STATE/COUNTY-  MI/OSCEOLA
 DL5041  COUNTRY     -  US
 DL5041  USGS QUAD   -  CADILLAC SOUTH (2017)
 DL5041
 DL5041                         *CURRENT SURVEY CONTROL
 DL5041  ______________________________________________________________________
 DL5041* NAD 83(2011) POSITION- 44 09 53.70140(N) 085 25 59.44794(W)   ADJUSTED
 DL5041* NAD 83(2011) ELLIP HT-   348.987 (meters)        (06/27/12)   ADJUSTED
 DL5041* NAD 83(2011) EPOCH   -  2010.00
 DL5041* NAVD 88 ORTHO HEIGHT -   382.143 (meters)     1253.75  (feet) ADJUSTED
 DL5041  ______________________________________________________________________
 DL5041  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 DL5041  NAD 83(2011) X  -    364,904.425 (meters)                     COMP
 DL5041  NAD 83(2011) Y  - -4,568,428.180 (meters)                     COMP
 DL5041  NAD 83(2011) Z  -  4,421,498.015 (meters)                     COMP
 DL5041  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 DL5041  DYNAMIC HEIGHT  -        382.085 (meters)     1253.56  (feet) COMP
 DL5041  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 DL5041
 DL5041  VERT ORDER      -  FIRST     CLASS II
 DL5041
 DL5041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5041  Standards:
 DL5041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5041  -------------------------------------------------------------------
 DL5041  NETWORK    0.31   0.49           0.15   0.09   0.25      0.07849542
 DL5041  -------------------------------------------------------------------
 DL5041  Click here for local accuracies and other accuracy information.
 DL5041
 DL5041.The horizontal coordinates were established by GPS observations
 DL5041.and adjusted by the National Geodetic Survey in June 2012.
 DL5041
 DL5041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5041.been affixed to the stable North American tectonic plate. See 
 DL5041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5041
 DL5041.The horizontal coordinates are valid at the epoch date displayed above
 DL5041.which is a decimal equivalence of Year/Month/Day.
 DL5041
 DL5041.The orthometric height was determined by differential leveling and
 DL5041.adjusted by the NATIONAL GEODETIC SURVEY
 DL5041.in October 2009.
 DL5041
 DL5041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5041.GEOID18 height accuracy estimate available here.
 DL5041
 DL5041.Click photographs - Photos may exist for this station.
 DL5041
 DL5041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5041
 DL5041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5041
 DL5041.The ellipsoidal height was determined by GPS observations
 DL5041.and is referenced to NAD 83.
 DL5041
 DL5041.The dynamic height is computed by dividing the NAVD 88
 DL5041.geopotential number by the normal gravity value computed on the
 DL5041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5041.degrees latitude (g = 980.6199 gals.).
 DL5041
 DL5041.The modeled gravity was interpolated from observed gravity values.
 DL5041
 DL5041. The following values were computed from the NAD 83(2011) position.
 DL5041
 DL5041;                    North         East     Units Scale Factor Converg.
 DL5041;SPC MI C     -    94,820.703 5,914,698.419   MT  1.00000427   -0 45 12.2
 DL5041;SPC MI C     -   311,091.55 19,405,178.54   iFT  1.00000427   -0 45 12.2
 DL5041;UTM  16      - 4,891,383.607   625,270.406   MT  0.99979300   +1 05 30.4
 DL5041
 DL5041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5041!SPC MI C     -   0.99994528  x   1.00000427  =   0.99994955
 DL5041!UTM  16      -   0.99994528  x   0.99979300  =   0.99973829
 DL5041
 DL5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2527091383(NAD 83)
 DL5041
 DL5041                          SUPERSEDED SURVEY CONTROL
 DL5041
 DL5041  NAD 83(2007)-  44 09 53.70176(N)    085 25 59.44876(W) AD(2002.00) B
 DL5041  ELLIP H (10/23/09)  348.996  (m)                       GP(2002.00) 3 1
 DL5041
 DL5041.Superseded values are not recommended for survey control.
 DL5041
 DL5041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5041.See file dsdata.pdf to determine how the superseded data were derived.
 DL5041
 DL5041_MARKER: DD = SURVEY DISK
 DL5041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5041_STAMPING: 67600 2008
 DL5041_MARK LOGO: MIDT
 DL5041_PROJECTION: FLUSH
 DL5041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5041+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DL5041
 DL5041  HISTORY     - Date     Condition        Report By
 DL5041  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5041  HISTORY     - 20200818 GOOD             MIDT
 DL5041  HISTORY     - 20250723 GOOD             MIDT
 DL5041
 DL5041                          STATION DESCRIPTION
 DL5041
 DL5041'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5041'THE STATION IS LOCATED AT THE JUNCTION OF N 175TH AVENUE WITH COUNTY
 DL5041'LINE ROAD ABOUT 4 MI (6.4 KM) NORTH OF TUSTIN, MICHIGAN.
 DL5041'
 DL5041'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5041'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5041'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5041'
 DL5041'THE STATION IS 0.4 MI (0.6 KM) WEST OF N 170TH AVENUE, 300 FT (91.4 M)
 DL5041'EAST OF N 175TH AVENUE, 18 FT (5.5 M) SOUTH OF COUNTY LINE ROAD, AND
 DL5041'3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5041
 DL5041                          STATION RECOVERY (2020)
 DL5041
 DL5041'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL5041'RECOVERED IN GOOD CONDITION.
 DL5041
 DL5041                          STATION RECOVERY (2025)
 DL5041
 DL5041'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5042 ***********************************************************************
 DL5042  DESIGNATION -  67601
 DL5042  PID         -  DL5042
 DL5042  STATE/COUNTY-  MI/OSCEOLA
 DL5042  COUNTRY     -  US
 DL5042  USGS QUAD   -  LE ROY (2017)
 DL5042
 DL5042                         *CURRENT SURVEY CONTROL
 DL5042  ______________________________________________________________________
 DL5042* NAD 83(2011) POSITION- 44 05 16.08759(N) 085 27 12.15979(W)   ADJUSTED
 DL5042* NAD 83(2011) ELLIP HT-   348.315 (meters)        (06/27/12)   ADJUSTED
 DL5042* NAD 83(2011) EPOCH   -  2010.00
 DL5042* NAVD 88 ORTHO HEIGHT -   381.360 (meters)     1251.18  (feet) ADJUSTED
 DL5042  ______________________________________________________________________
 DL5042  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 DL5042  NAD 83(2011) X  -    363,766.855 (meters)                     COMP
 DL5042  NAD 83(2011) Y  - -4,574,503.434 (meters)                     COMP
 DL5042  NAD 83(2011) Z  -  4,415,346.614 (meters)                     COMP
 DL5042  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 DL5042  DYNAMIC HEIGHT  -        381.301 (meters)     1250.98  (feet) COMP
 DL5042  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 DL5042
 DL5042  VERT ORDER      -  FIRST     CLASS II
 DL5042
 DL5042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5042  Standards:
 DL5042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5042  -------------------------------------------------------------------
 DL5042  NETWORK    0.28   0.49           0.13   0.09   0.25      0.01574030
 DL5042  -------------------------------------------------------------------
 DL5042  Click here for local accuracies and other accuracy information.
 DL5042
 DL5042.The horizontal coordinates were established by GPS observations
 DL5042.and adjusted by the National Geodetic Survey in June 2012.
 DL5042
 DL5042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5042.been affixed to the stable North American tectonic plate. See 
 DL5042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5042
 DL5042.The horizontal coordinates are valid at the epoch date displayed above
 DL5042.which is a decimal equivalence of Year/Month/Day.
 DL5042
 DL5042.The orthometric height was determined by differential leveling and
 DL5042.adjusted by the NATIONAL GEODETIC SURVEY
 DL5042.in October 2009.
 DL5042
 DL5042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5042.GEOID18 height accuracy estimate available here.
 DL5042
 DL5042.Click photographs - Photos may exist for this station.
 DL5042
 DL5042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5042
 DL5042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5042
 DL5042.The ellipsoidal height was determined by GPS observations
 DL5042.and is referenced to NAD 83.
 DL5042
 DL5042.The dynamic height is computed by dividing the NAVD 88
 DL5042.geopotential number by the normal gravity value computed on the
 DL5042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5042.degrees latitude (g = 980.6199 gals.).
 DL5042
 DL5042.The modeled gravity was interpolated from observed gravity values.
 DL5042
 DL5042. The following values were computed from the NAD 83(2011) position.
 DL5042
 DL5042;                    North         East     Units Scale Factor Converg.
 DL5042;SPC MI C     -    86,274.194 5,912,968.263   MT  1.00002326   -0 46 03.6
 DL5042;SPC MI C     -   283,051.82 19,399,502.18   iFT  1.00002326   -0 46 03.6
 DL5042;UTM  16      - 4,882,787.753   623,816.560   MT  0.99978855   +1 04 34.4
 DL5042
 DL5042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5042!SPC MI C     -   0.99994539  x   1.00002326  =   0.99996864
 DL5042!UTM  16      -   0.99994539  x   0.99978855  =   0.99973395
 DL5042
 DL5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2381682787(NAD 83)
 DL5042
 DL5042                          SUPERSEDED SURVEY CONTROL
 DL5042
 DL5042  NAD 83(2007)-  44 05 16.08793(N)    085 27 12.16066(W) AD(2002.00) B
 DL5042  ELLIP H (10/19/09)  348.326  (m)                       GP(2002.00) 1 1
 DL5042
 DL5042.Superseded values are not recommended for survey control.
 DL5042
 DL5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5042.See file dsdata.pdf to determine how the superseded data were derived.
 DL5042
 DL5042_MARKER: DD = SURVEY DISK
 DL5042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5042_STAMPING: 67601 2008
 DL5042_MARK LOGO: MIDT
 DL5042_PROJECTION: FLUSH
 DL5042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5042+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2020
 DL5042
 DL5042  HISTORY     - Date     Condition        Report By
 DL5042  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5042  HISTORY     - 20120712 GOOD             WOOLPT
 DL5042  HISTORY     - 20200820 GOOD             MIDT
 DL5042
 DL5042                          STATION DESCRIPTION
 DL5042
 DL5042'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5042'TO REACH THE STATION FROM THE JUNCTION OF 19 MI (30.6 KM) ROAD WITH
 DL5042'TUSTIN ROAD ABOUT 1 MI (1.6 KM) SOUTH OF TUSTIN, MICHIGAN, GO EAST ON
 DL5042'19 MI (30.6 KM) ROAD FOR 0.25 MI (0.4 KM) TO THE WHITE PINE
 DL5042'RECREATIONAL TRAIL AND THE STATION ON THE RIGHT.
 DL5042'
 DL5042'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5042'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5042'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5042'
 DL5042'THE STATION IS 26 FT (7.9 M) SOUTH OF THE EDGE OF GRAVEL OF 19 MI
 DL5042'(30.6 KM) ROAD, 16 FT (4.9 M) WEST OF THE CENTER OF GRAVEL OF THE
 DL5042'WHITE PINE RECREATIONAL TRAIL, 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL5042'CARSONITE WITNESS POST.
 DL5042'
 DL5042'NOTE-- SEE THE OBSTRUCTION DIAGRAM PRIOR TO OBSERVING THIS STATION
 DL5042'WITH GPS.
 DL5042
 DL5042                          STATION RECOVERY (2012)
 DL5042
 DL5042'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 DL5042'THE WHITE PINE RECREATIONAL TRAIL HAS SINCE BEEN PAVED, AND THE
 DL5042'STATION DOES NOT APPEAR TO HAVE SIGNIFICANT OBSTRUCTIONS FOR GPS
 DL5042'OBSERVATIONS.
 DL5042
 DL5042                          STATION RECOVERY (2020)
 DL5042
 DL5042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL5042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5043 ***********************************************************************
 DL5043  DESIGNATION -  67602
 DL5043  PID         -  DL5043
 DL5043  STATE/COUNTY-  MI/OSCEOLA
 DL5043  COUNTRY     -  US
 DL5043  USGS QUAD   -  LE ROY (2017)
 DL5043
 DL5043                         *CURRENT SURVEY CONTROL
 DL5043  ______________________________________________________________________
 DL5043* NAD 83(1986) POSITION- 44 04 24.91   (N) 085 27 02.35   (W)   HD_HELD1
 DL5043* NAVD 88 ORTHO HEIGHT -   379.772 (meters)     1245.97  (feet) ADJUSTED
 DL5043  ______________________________________________________________________
 DL5043  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 DL5043  DYNAMIC HEIGHT  -        379.714 (meters)     1245.78  (feet) COMP
 DL5043  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 DL5043
 DL5043  VERT ORDER      -  FIRST     CLASS II
 DL5043
 DL5043.The horizontal coordinates were determined by differentially corrected
 DL5043.hand held GPS observations or other comparable positioning techniques
 DL5043.and have an estimated accuracy of +/- 3 meters.
 DL5043
 DL5043.The orthometric height was determined by differential leveling and
 DL5043.adjusted by the NATIONAL GEODETIC SURVEY
 DL5043.in October 2009.
 DL5043
 DL5043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5043.GEOID18 height accuracy estimate available here.
 DL5043
 DL5043.Click photographs - Photos may exist for this station.
 DL5043
 DL5043.The dynamic height is computed by dividing the NAVD 88
 DL5043.geopotential number by the normal gravity value computed on the
 DL5043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5043.degrees latitude (g = 980.6199 gals.).
 DL5043
 DL5043.The modeled gravity was interpolated from observed gravity values.
 DL5043
 DL5043;                    North         East    Units  Estimated Accuracy
 DL5043;SPC MI C     -    84,691.8   5,913,165.4     MT  (+/- 3 meters HH1 GPS) 
 DL5043
 DL5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2406481212(NAD 83)
 DL5043
 DL5043                          SUPERSEDED SURVEY CONTROL
 DL5043
 DL5043.No superseded survey control is available for this station.
 DL5043
 DL5043_MARKER: DD = SURVEY DISK
 DL5043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5043_STAMPING: 67602 2008
 DL5043_MARK LOGO: MIDT
 DL5043_PROJECTION: FLUSH
 DL5043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5043+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DL5043
 DL5043  HISTORY     - Date     Condition        Report By
 DL5043  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5043  HISTORY     - 20221005 GOOD             MODT
 DL5043  HISTORY     - 20250723 GOOD             MIDT
 DL5043
 DL5043                          STATION DESCRIPTION
 DL5043
 DL5043'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5043'TO REACH THE STATION FROM THE JUNCTION OF 180TH AVENUE WITH 18 MI
 DL5043'(29.0 KM) ROAD ABOUT 2 MI (3.2 KM) SOUTH OF TUSTIN, MICHIGAN, GO WEST
 DL5043'ON 18 MI (29.0 KM) ROAD TO THE WHITE PINE RECREATIONAL TRAIL AND THE
 DL5043'STATION ON THE LEFT.
 DL5043'
 DL5043'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5043'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5043'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5043'
 DL5043'THE STATION IS 65 FT (19.8 M) WEST OF THE CENTER OF THE WHITE PINE
 DL5043'RECREATION TRAIL, 8 FT (2.4 M) SOUTH OF THE EDGE OF PAVEMENT OF 18 MI
 DL5043'(29.0 KM) ROAD, AND 1 M (3.3 FT) NORTH OF AN ORANGE CARSONITE WITNESS
 DL5043'POST.
 DL5043
 DL5043                          STATION RECOVERY (2022)
 DL5043
 DL5043'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2022 (DS)
 DL5043'RECOVERED IN GOOD CONDITION.
 DL5043
 DL5043                          STATION RECOVERY (2025)
 DL5043
 DL5043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5044 ***********************************************************************
 DL5044  DESIGNATION -  67603
 DL5044  PID         -  DL5044
 DL5044  STATE/COUNTY-  MI/OSCEOLA
 DL5044  COUNTRY     -  US
 DL5044  USGS QUAD   -  LE ROY (2017)
 DL5044
 DL5044                         *CURRENT SURVEY CONTROL
 DL5044  ______________________________________________________________________
 DL5044* NAD 83(1986) POSITION- 44 01 52.50   (N) 085 27 58.34   (W)   HD_HELD1
 DL5044* NAVD 88 ORTHO HEIGHT -   389.175 (meters)     1276.82  (feet) ADJUSTED
 DL5044  ______________________________________________________________________
 DL5044  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 DL5044  DYNAMIC HEIGHT  -        389.115 (meters)     1276.62  (feet) COMP
 DL5044  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 DL5044
 DL5044  VERT ORDER      -  FIRST     CLASS II
 DL5044
 DL5044.The horizontal coordinates were determined by differentially corrected
 DL5044.hand held GPS observations or other comparable positioning techniques
 DL5044.and have an estimated accuracy of +/- 3 meters.
 DL5044
 DL5044.The orthometric height was determined by differential leveling and
 DL5044.adjusted by the NATIONAL GEODETIC SURVEY
 DL5044.in October 2009.
 DL5044
 DL5044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5044.GEOID18 height accuracy estimate available here.
 DL5044
 DL5044.Click photographs - Photos may exist for this station.
 DL5044
 DL5044.The dynamic height is computed by dividing the NAVD 88
 DL5044.geopotential number by the normal gravity value computed on the
 DL5044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5044.degrees latitude (g = 980.6199 gals.).
 DL5044
 DL5044.The modeled gravity was interpolated from observed gravity values.
 DL5044
 DL5044;                    North         East    Units  Estimated Accuracy
 DL5044;SPC MI C     -    80,004.7   5,911,855.8     MT  (+/- 3 meters HH1 GPS) 
 DL5044
 DL5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2290676487(NAD 83)
 DL5044
 DL5044                          SUPERSEDED SURVEY CONTROL
 DL5044
 DL5044.No superseded survey control is available for this station.
 DL5044
 DL5044_MARKER: DD = SURVEY DISK
 DL5044_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5044_SP_SET: PIPE CULVERT WING WALL
 DL5044_STAMPING: 67603 2008
 DL5044_MARK LOGO: MIDT
 DL5044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5044+STABILITY: SURFACE MOTION
 DL5044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5044+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL5044
 DL5044  HISTORY     - Date     Condition        Report By
 DL5044  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5044
 DL5044                          STATION DESCRIPTION
 DL5044
 DL5044'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5044'TO REACH THE STATION FROM THE JUNCTION OF 15 MI (24.1 KM) ROAD WITH
 DL5044'LINCOLN ROAD ABOUT 1 MI (1.6 KM) SOUTHWEST OF LE ROY, MICHIGAN, GO
 DL5044'WEST ON 15 MI (24.1 KM) ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DL5044'RIGHT.
 DL5044'
 DL5044'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5044'MODERNIZATION MARK DISK SET IN THE NORTHEAST CONCRETE WING WALL ON THE
 DL5044'EAST END OF A CORRUGATED METAL CULVERT PIPE USED FOR THE WHITE PINE
 DL5044'RECREATIONAL TRAIL CROSSING OF 15 MI (24.1 KM) ROAD.
 DL5044'
 DL5044'THE STATION IS 25.5 FT (7.8 M) NORTH OF THE EDGE OF PAVEMENT OF 15 MI
 DL5044'(24.1 KM) ROAD.
 DL5044'
 DL5044'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DL5044'IN THE WEST QUADRANT EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DL5044'
 DL5044'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5045 ***********************************************************************
 DL5045  DESIGNATION -  67604
 DL5045  PID         -  DL5045
 DL5045  STATE/COUNTY-  MI/OSCEOLA
 DL5045  COUNTRY     -  US
 DL5045  USGS QUAD   -  LE ROY (2017)
 DL5045
 DL5045                         *CURRENT SURVEY CONTROL
 DL5045  ______________________________________________________________________
 DL5045* NAD 83(1986) POSITION- 44 01 01.68   (N) 085 29 23.17   (W)   HD_HELD1
 DL5045* NAVD 88 ORTHO HEIGHT -   373.715 (meters)     1226.10  (feet) ADJUSTED
 DL5045  ______________________________________________________________________
 DL5045  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 DL5045  DYNAMIC HEIGHT  -        373.657 (meters)     1225.91  (feet) COMP
 DL5045  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 DL5045
 DL5045  VERT ORDER      -  FIRST     CLASS II
 DL5045
 DL5045.The horizontal coordinates were determined by differentially corrected
 DL5045.hand held GPS observations or other comparable positioning techniques
 DL5045.and have an estimated accuracy of +/- 3 meters.
 DL5045
 DL5045.The orthometric height was determined by differential leveling and
 DL5045.adjusted by the NATIONAL GEODETIC SURVEY
 DL5045.in October 2009.
 DL5045
 DL5045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5045.GEOID18 height accuracy estimate available here.
 DL5045
 DL5045.Click photographs - Photos may exist for this station.
 DL5045
 DL5045.The dynamic height is computed by dividing the NAVD 88
 DL5045.geopotential number by the normal gravity value computed on the
 DL5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5045.degrees latitude (g = 980.6199 gals.).
 DL5045
 DL5045.The modeled gravity was interpolated from observed gravity values.
 DL5045
 DL5045;                    North         East    Units  Estimated Accuracy
 DL5045;SPC MI C     -    78,462.2   5,909,945.2     MT  (+/- 3 meters HH1 GPS) 
 DL5045
 DL5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2104774884(NAD 83)
 DL5045
 DL5045                          SUPERSEDED SURVEY CONTROL
 DL5045
 DL5045.No superseded survey control is available for this station.
 DL5045
 DL5045_MARKER: DD = SURVEY DISK
 DL5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5045_STAMPING: 67604 2008
 DL5045_MARK LOGO: MIDT
 DL5045_PROJECTION: FLUSH
 DL5045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5045+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5045
 DL5045  HISTORY     - Date     Condition        Report By
 DL5045  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5045
 DL5045                          STATION DESCRIPTION
 DL5045
 DL5045'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5045'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 131 WITH 14 MI
 DL5045'(22.5 KM) ROAD (EXIT 162) ABOUT 3 MI (4.8 KM) SOUTHWEST OF LE ROY,
 DL5045'MICHIGAN, GO EAST ON 14 MI (22.5 KM) ROAD FOR 0.4 MI (0.6 KM) TO
 DL5045'MACKINAW TRAIL AND THE STATION ON THE LEFT.
 DL5045'
 DL5045'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5045'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5045'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5045'
 DL5045'THE STATION IS 290 FT (88.4 M) NORTHEAST OF 14 MI (22.5 KM) ROAD TO
 DL5045'THE NORTHWEST, 53 FT (16.2 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DL5045'14 MI (22.5 KM) ROAD TO THE SOUTHEAST, 50 FT (15.2 M) NORTHWEST OF THE
 DL5045'EDGE OF PAVEMENT OF MACKINAW TRAIL, AND 3.3 FT (1.0 M) SOUTH OF AN
 DL5045'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5046 ***********************************************************************
 DL5046  DESIGNATION -  67605
 DL5046  PID         -  DL5046
 DL5046  STATE/COUNTY-  MI/OSCEOLA
 DL5046  COUNTRY     -  US
 DL5046  USGS QUAD   -  BRISTOL (2017)
 DL5046
 DL5046                         *CURRENT SURVEY CONTROL
 DL5046  ______________________________________________________________________
 DL5046* NAD 83(2011) POSITION- 44 00 02.28104(N) 085 30 13.98214(W)   ADJUSTED
 DL5046* NAD 83(2011) ELLIP HT-   335.025 (meters)        (06/27/12)   ADJUSTED
 DL5046* NAD 83(2011) EPOCH   -  2010.00
 DL5046* NAVD 88 ORTHO HEIGHT -   368.048 (meters)     1207.50  (feet) ADJUSTED
 DL5046  ______________________________________________________________________
 DL5046  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DL5046  NAD 83(2011) X  -    360,261.422 (meters)                     COMP
 DL5046  NAD 83(2011) Y  - -4,581,525.963 (meters)                     COMP
 DL5046  NAD 83(2011) Z  -  4,408,374.986 (meters)                     COMP
 DL5046  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 DL5046  DYNAMIC HEIGHT  -        367.991 (meters)     1207.32  (feet) COMP
 DL5046  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 DL5046
 DL5046  VERT ORDER      -  FIRST     CLASS II
 DL5046
 DL5046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5046  Standards:
 DL5046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5046  -------------------------------------------------------------------
 DL5046  NETWORK    0.38   0.59           0.18   0.12   0.30     -0.13524054
 DL5046  -------------------------------------------------------------------
 DL5046  Click here for local accuracies and other accuracy information.
 DL5046
 DL5046.The horizontal coordinates were established by GPS observations
 DL5046.and adjusted by the National Geodetic Survey in June 2012.
 DL5046
 DL5046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5046.been affixed to the stable North American tectonic plate. See 
 DL5046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5046
 DL5046.The horizontal coordinates are valid at the epoch date displayed above
 DL5046.which is a decimal equivalence of Year/Month/Day.
 DL5046
 DL5046.The orthometric height was determined by differential leveling and
 DL5046.adjusted by the NATIONAL GEODETIC SURVEY
 DL5046.in October 2009.
 DL5046
 DL5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5046.GEOID18 height accuracy estimate available here.
 DL5046
 DL5046.Click photographs - Photos may exist for this station.
 DL5046
 DL5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5046
 DL5046.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5046
 DL5046.The ellipsoidal height was determined by GPS observations
 DL5046.and is referenced to NAD 83.
 DL5046
 DL5046.The dynamic height is computed by dividing the NAVD 88
 DL5046.geopotential number by the normal gravity value computed on the
 DL5046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5046.degrees latitude (g = 980.6199 gals.).
 DL5046
 DL5046.The modeled gravity was interpolated from observed gravity values.
 DL5046
 DL5046. The following values were computed from the NAD 83(2011) position.
 DL5046
 DL5046;                    North         East     Units Scale Factor Converg.
 DL5046;SPC MI C     -    76,644.700 5,908,787.816   MT  1.00004688   -0 48 12.0
 DL5046;SPC MI C     -   251,458.99 19,385,786.80   iFT  1.00004688   -0 48 12.0
 DL5046;UTM  16      - 4,873,031.234   619,948.998   MT  0.99977696   +1 02 21.9
 DL5046
 DL5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5046!SPC MI C     -   0.99994747  x   1.00004688  =   0.99999435
 DL5046!UTM  16      -   0.99994747  x   0.99977696  =   0.99972444
 DL5046
 DL5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1994873031(NAD 83)
 DL5046
 DL5046                          SUPERSEDED SURVEY CONTROL
 DL5046
 DL5046  NAD 83(2007)-  44 00 02.28126(N)    085 30 13.98290(W) AD(2002.00) B
 DL5046  ELLIP H (10/23/09)  335.025  (m)                       GP(2002.00) 3 1
 DL5046
 DL5046.Superseded values are not recommended for survey control.
 DL5046
 DL5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5046.See file dsdata.pdf to determine how the superseded data were derived.
 DL5046
 DL5046_MARKER: DD = SURVEY DISK
 DL5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5046_STAMPING: 67605 2008
 DL5046_MARK LOGO: MIDT
 DL5046_PROJECTION: FLUSH
 DL5046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5046+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DL5046
 DL5046  HISTORY     - Date     Condition        Report By
 DL5046  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5046  HISTORY     - 20200818 GOOD             MIDT
 DL5046  HISTORY     - 20250723 GOOD             MIDT
 DL5046
 DL5046                          STATION DESCRIPTION
 DL5046
 DL5046'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 131 WITH 14 MI
 DL5046'(22.5 KM) ROAD ABOUT 3 MI (4.8 KM) SOUTHWEST OF LE ROY, MICHIGAN, GO
 DL5046'EAST ON 14 MI (22.5 KM) ROAD FOR 0.4 MI (0.6 KM) TO MACKINAW TRAIL,
 DL5046'TURN RIGHT AND GO SOUTHWEST ON MACKINAW TRAIL FOR 1.2 MI (1.9 KM) TO
 DL5046'13 MI (20.9 KM) ROAD ON THE LEFT, CONTINUE SOUTH ON MACKINAW TRAIL FOR
 DL5046'0.15 TO THE STATION ON THE RIGHT.
 DL5046'
 DL5046'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5046'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5046'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5046'
 DL5046'THE STATION IS 38.5 FT (11.7 M) WEST OF THE EDGE OF PAVEMENT OF
 DL5046'MACKINAW TRAIL, 6.5 FT (2.0 M) SOUTHEAST OF A RIGHT OF WAY FENCE, AND
 DL5046'2 M (6.6 FT) SOUTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5046
 DL5046                          STATION RECOVERY (2020)
 DL5046
 DL5046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL5046'RECOVERED IN GOOD CONDITION.
 DL5046
 DL5046                          STATION RECOVERY (2025)
 DL5046
 DL5046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5047 ***********************************************************************
 DL5047  DESIGNATION -  67606
 DL5047  PID         -  DL5047
 DL5047  STATE/COUNTY-  MI/OSCEOLA
 DL5047  COUNTRY     -  US
 DL5047  USGS QUAD   -  REED CITY NORTH (2017)
 DL5047
 DL5047                         *CURRENT SURVEY CONTROL
 DL5047  ______________________________________________________________________
 DL5047* NAD 83(1986) POSITION- 43 58 23.43   (N) 085 30 28.93   (W)   HD_HELD1
 DL5047* NAVD 88 ORTHO HEIGHT -   349.264 (meters)     1145.88  (feet) ADJUSTED
 DL5047  ______________________________________________________________________
 DL5047  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 DL5047  DYNAMIC HEIGHT  -        349.212 (meters)     1145.71  (feet) COMP
 DL5047  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 DL5047
 DL5047  VERT ORDER      -  FIRST     CLASS II
 DL5047
 DL5047.The horizontal coordinates were determined by differentially corrected
 DL5047.hand held GPS observations or other comparable positioning techniques
 DL5047.and have an estimated accuracy of +/- 3 meters.
 DL5047
 DL5047.The orthometric height was determined by differential leveling and
 DL5047.adjusted by the NATIONAL GEODETIC SURVEY
 DL5047.in October 2009.
 DL5047
 DL5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5047.GEOID18 height accuracy estimate available here.
 DL5047
 DL5047.Click photographs - Photos may exist for this station.
 DL5047
 DL5047.The dynamic height is computed by dividing the NAVD 88
 DL5047.geopotential number by the normal gravity value computed on the
 DL5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5047.degrees latitude (g = 980.6199 gals.).
 DL5047
 DL5047.The modeled gravity was interpolated from observed gravity values.
 DL5047
 DL5047;                    North         East    Units  Estimated Accuracy
 DL5047;SPC MI C     -    73,598.5   5,908,411.9     MT  (+/- 3 meters HH1 GPS) 
 DL5047
 DL5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1967169975(NAD 83)
 DL5047
 DL5047                          SUPERSEDED SURVEY CONTROL
 DL5047
 DL5047.No superseded survey control is available for this station.
 DL5047
 DL5047_MARKER: DD = SURVEY DISK
 DL5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5047_STAMPING: 67606 2008
 DL5047_MARK LOGO: MIDT
 DL5047_PROJECTION: FLUSH
 DL5047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5047+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5047
 DL5047  HISTORY     - Date     Condition        Report By
 DL5047  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5047
 DL5047                          STATION DESCRIPTION
 DL5047
 DL5047'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 131 WITH 11 MI
 DL5047'(17.7 KM) ROAD (EXIT 159) ABOUT 5 MI (8.0 KM) SOUTHWEST OF LE ROY,
 DL5047'MICHIGAN, GO EAST ON 11 MI (17.7 KM) ROAD FOR 0.3 MI (0.5 KM) TO
 DL5047'MACKINAW TRAIL AND THE STATION ON THE RIGHT.
 DL5047'
 DL5047'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5047'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5047'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5047'
 DL5047'THE STATION IS 110 FT (33.5 M) SOUTH OF 11 MI (17.7 KM) ROAD, 35 FT
 DL5047'(10.7 M) WEST OF THE EDGE OF PAVEMENT OF MACKINAW TRAIL, AND 3.3 FT
 DL5047'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5048 ***********************************************************************
 DL5048  DESIGNATION -  67607
 DL5048  PID         -  DL5048
 DL5048  STATE/COUNTY-  MI/OSCEOLA
 DL5048  COUNTRY     -  US
 DL5048  USGS QUAD   -  REED CITY NORTH (2017)
 DL5048
 DL5048                         *CURRENT SURVEY CONTROL
 DL5048  ______________________________________________________________________
 DL5048* NAD 83(1986) POSITION- 43 57 48.36   (N) 085 30 10.99   (W)   HD_HELD1
 DL5048* NAVD 88 ORTHO HEIGHT -   338.347 (meters)     1110.06  (feet) ADJUSTED
 DL5048  ______________________________________________________________________
 DL5048  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 DL5048  DYNAMIC HEIGHT  -        338.296 (meters)     1109.89  (feet) COMP
 DL5048  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 DL5048
 DL5048  VERT ORDER      -  FIRST     CLASS II
 DL5048
 DL5048.The horizontal coordinates were determined by differentially corrected
 DL5048.hand held GPS observations or other comparable positioning techniques
 DL5048.and have an estimated accuracy of +/- 3 meters.
 DL5048
 DL5048.The orthometric height was determined by differential leveling and
 DL5048.adjusted by the NATIONAL GEODETIC SURVEY
 DL5048.in October 2009.
 DL5048
 DL5048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5048.GEOID18 height accuracy estimate available here.
 DL5048
 DL5048.Click photographs - Photos may exist for this station.
 DL5048
 DL5048.The dynamic height is computed by dividing the NAVD 88
 DL5048.geopotential number by the normal gravity value computed on the
 DL5048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5048.degrees latitude (g = 980.6199 gals.).
 DL5048
 DL5048.The modeled gravity was interpolated from observed gravity values.
 DL5048
 DL5048;                    North         East    Units  Estimated Accuracy
 DL5048;SPC MI C     -    72,510.6   5,908,796.6     MT  (+/- 3 meters HH1 GPS) 
 DL5048
 DL5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2009068900(NAD 83)
 DL5048
 DL5048                          SUPERSEDED SURVEY CONTROL
 DL5048
 DL5048.No superseded survey control is available for this station.
 DL5048
 DL5048_MARKER: DD = SURVEY DISK
 DL5048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5048_SP_SET: BRIDGE ABUTMENT
 DL5048_STAMPING: 67607 2008
 DL5048_MARK LOGO: MIDT
 DL5048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5048+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL5048
 DL5048  HISTORY     - Date     Condition        Report By
 DL5048  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5048
 DL5048                          STATION DESCRIPTION
 DL5048
 DL5048'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5048'TO REACH THE STATION FROM THE JUNCTION OF 210TH AVENUE WITH 11 MI
 DL5048'(17.7 KM) ROAD ABOUT 5 MI (8.0 KM) SOUTHWEST OF LE ROY, MICHIGAN, GO
 DL5048'SOUTH ON 210TH AVENUE FOR 0.7 MI (1.1 KM) TO A BRIDGE OVER THE EAST
 DL5048'BRANCH OF HERSEY CREEK AND THE STATION ON THE RIGHT.
 DL5048'
 DL5048'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5048'MODERNIZATION MARK DISK SET IN THE WEST END OF THE SOUTH ABUTMENT OF
 DL5048'THE BRIDGE.
 DL5048'
 DL5048'THE STATION IS 0.3 MI (0.5 KM) NORTH OF 10 MI (16.1 KM) ROAD, AND 5 FT
 DL5048'(1.5 M) WEST OF THE EDGE OF PAVEMENT OF 210TH AVENUE.
 DL5048'
 DL5048'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DL5048'IN THE SOUTHWEST QUADRANT EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL5048'
 DL5048'NOTE2-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5049 ***********************************************************************
 DL5049  DESIGNATION -  67608
 DL5049  PID         -  DL5049
 DL5049  STATE/COUNTY-  MI/OSCEOLA
 DL5049  COUNTRY     -  US
 DL5049  USGS QUAD   -  REED CITY NORTH (2017)
 DL5049
 DL5049                         *CURRENT SURVEY CONTROL
 DL5049  ______________________________________________________________________
 DL5049* NAD 83(2011) POSITION- 43 56 15.67742(N) 085 30 08.23358(W)   ADJUSTED
 DL5049* NAD 83(2011) ELLIP HT-   325.206 (meters)        (06/27/12)   ADJUSTED
 DL5049* NAD 83(2011) EPOCH   -  2010.00
 DL5049* NAVD 88 ORTHO HEIGHT -   358.165 (meters)     1175.08  (feet) ADJUSTED
 DL5049  ______________________________________________________________________
 DL5049  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 DL5049  NAD 83(2011) X  -    360,769.355 (meters)                     COMP
 DL5049  NAD 83(2011) Y  - -4,586,349.886 (meters)                     COMP
 DL5049  NAD 83(2011) Z  -  4,403,334.252 (meters)                     COMP
 DL5049  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 DL5049  DYNAMIC HEIGHT  -        358.111 (meters)     1174.90  (feet) COMP
 DL5049  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DL5049
 DL5049  VERT ORDER      -  FIRST     CLASS II
 DL5049
 DL5049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5049  Standards:
 DL5049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5049  -------------------------------------------------------------------
 DL5049  NETWORK    0.32   0.55           0.15   0.10   0.28     -0.08622054
 DL5049  -------------------------------------------------------------------
 DL5049  Click here for local accuracies and other accuracy information.
 DL5049
 DL5049.The horizontal coordinates were established by GPS observations
 DL5049.and adjusted by the National Geodetic Survey in June 2012.
 DL5049
 DL5049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5049.been affixed to the stable North American tectonic plate. See 
 DL5049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5049
 DL5049.The horizontal coordinates are valid at the epoch date displayed above
 DL5049.which is a decimal equivalence of Year/Month/Day.
 DL5049
 DL5049.The orthometric height was determined by differential leveling and
 DL5049.adjusted by the NATIONAL GEODETIC SURVEY
 DL5049.in October 2009.
 DL5049
 DL5049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5049.GEOID18 height accuracy estimate available here.
 DL5049
 DL5049.Click photographs - Photos may exist for this station.
 DL5049
 DL5049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5049
 DL5049.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5049
 DL5049.The ellipsoidal height was determined by GPS observations
 DL5049.and is referenced to NAD 83.
 DL5049
 DL5049.The dynamic height is computed by dividing the NAVD 88
 DL5049.geopotential number by the normal gravity value computed on the
 DL5049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5049.degrees latitude (g = 980.6199 gals.).
 DL5049
 DL5049.The modeled gravity was interpolated from observed gravity values.
 DL5049
 DL5049. The following values were computed from the NAD 83(2011) position.
 DL5049
 DL5049;                    North         East     Units Scale Factor Converg.
 DL5049;SPC MI C     -    69,649.228 5,908,817.957   MT  1.00006534   -0 48 08.0
 DL5049;SPC MI C     -   228,507.97 19,385,885.69   iFT  1.00006534   -0 48 08.0
 DL5049;UTM  16      - 4,866,042.293   620,203.930   MT  0.99977771   +1 02 21.7
 DL5049
 DL5049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5049!SPC MI C     -   0.99994901  x   1.00006534  =   1.00001434
 DL5049!UTM  16      -   0.99994901  x   0.99977771  =   0.99972673
 DL5049
 DL5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2020366042(NAD 83)
 DL5049
 DL5049                          SUPERSEDED SURVEY CONTROL
 DL5049
 DL5049  NAD 83(2007)-  43 56 15.67767(N)    085 30 08.23432(W) AD(2002.00) B
 DL5049  ELLIP H (10/19/09)  325.203  (m)                       GP(2002.00) 1 1
 DL5049
 DL5049.Superseded values are not recommended for survey control.
 DL5049
 DL5049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5049.See file dsdata.pdf to determine how the superseded data were derived.
 DL5049
 DL5049_MARKER: DD = SURVEY DISK
 DL5049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5049_STAMPING: 67608 2008
 DL5049_MARK LOGO: MIDT
 DL5049_PROJECTION: FLUSH
 DL5049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5049+STABILITY: SURFACE MOTION
 DL5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5049+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 DL5049
 DL5049  HISTORY     - Date     Condition        Report By
 DL5049  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5049  HISTORY     - 20210601 GOOD             MIDT
 DL5049
 DL5049                          STATION DESCRIPTION
 DL5049
 DL5049'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5049'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF ORANO ROAD WITH
 DL5049'210TH AVENUE ABOUT 4 MI (6.4 KM) NORTH OF REED CITY.
 DL5049'
 DL5049'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5049'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5049'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5049'
 DL5049'THE STATION IS 170 FT (51.8 M) EAST OF THE EDGE OF PAVEMENT OF 210TH,
 DL5049'22 FT (6.7 M) SOUTH OF THE EDGE OF GRAVEL OF ORANO ROAD, 4 FT (1.2 M)
 DL5049'OF A FENCE, AND 4.4 FT (1.3 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL5049'POST.
 DL5049
 DL5049                          STATION RECOVERY (2021)
 DL5049
 DL5049'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DL5049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5050 ***********************************************************************
 DL5050  DESIGNATION -  67609
 DL5050  PID         -  DL5050
 DL5050  STATE/COUNTY-  MI/OSCEOLA
 DL5050  COUNTRY     -  US
 DL5050  USGS QUAD   -  REED CITY NORTH (2017)
 DL5050
 DL5050                         *CURRENT SURVEY CONTROL
 DL5050  ______________________________________________________________________
 DL5050* NAD 83(1986) POSITION- 43 54 51.74   (N) 085 30 10.62   (W)   HD_HELD1
 DL5050* NAVD 88 ORTHO HEIGHT -   333.654 (meters)     1094.66  (feet) ADJUSTED
 DL5050  ______________________________________________________________________
 DL5050  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 DL5050  DYNAMIC HEIGHT  -        333.602 (meters)     1094.49  (feet) COMP
 DL5050  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 DL5050
 DL5050  VERT ORDER      -  FIRST     CLASS II
 DL5050
 DL5050.The horizontal coordinates were determined by differentially corrected
 DL5050.hand held GPS observations or other comparable positioning techniques
 DL5050.and have an estimated accuracy of +/- 3 meters.
 DL5050
 DL5050.The orthometric height was determined by differential leveling and
 DL5050.adjusted by the NATIONAL GEODETIC SURVEY
 DL5050.in October 2009.
 DL5050
 DL5050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5050.GEOID18 height accuracy estimate available here.
 DL5050
 DL5050.Click photographs - Photos may exist for this station.
 DL5050
 DL5050.The dynamic height is computed by dividing the NAVD 88
 DL5050.geopotential number by the normal gravity value computed on the
 DL5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5050.degrees latitude (g = 980.6199 gals.).
 DL5050
 DL5050.The modeled gravity was interpolated from observed gravity values.
 DL5050
 DL5050;                    North         East    Units  Estimated Accuracy
 DL5050;SPC MI C     -    67,059.4   5,908,728.4     MT  (+/- 3 meters HH1 GPS) 
 DL5050
 DL5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2019763451(NAD 83)
 DL5050
 DL5050                          SUPERSEDED SURVEY CONTROL
 DL5050
 DL5050.No superseded survey control is available for this station.
 DL5050
 DL5050_MARKER: DD = SURVEY DISK
 DL5050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5050_STAMPING: 67609 2008
 DL5050_MARK LOGO: MIDT
 DL5050_PROJECTION: FLUSH
 DL5050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5050+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2010
 DL5050
 DL5050  HISTORY     - Date     Condition        Report By
 DL5050  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5050  HISTORY     - 20100721 GOOD             MIDT
 DL5050
 DL5050                          STATION DESCRIPTION
 DL5050
 DL5050'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5050'TO REACH THE STATION FROM THE JUNCTION OF 210TH AVENUE WITH 7 MI (11.3
 DL5050'KM) ROAD ABOUT 3 MI (4.8 KM) NORTH OF REED CITY, MICHIGAN, GO SOUTH ON
 DL5050'210TH AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL5050'
 DL5050'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5050'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5050'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5050'
 DL5050'THE STATION IS 36 FT (11.0 M) SOUTH OF THE CENTER OF DRIVEWAY OPENING
 DL5050''6802 210TH AVENUE', 24 FT (7.3 M) EAST OF A FENCE, 15 FT (4.6 M) WEST
 DL5050'OF THE EDGE OF PAVEMENT OF 210TH AVENUE, AND 3.3 FT (1.0 M) EAST OF AN
 DL5050'ORANGE CARSONITE WITNESS POST.
 DL5050
 DL5050                          STATION RECOVERY (2010)
 DL5050
 DL5050'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 DL5050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5051 ***********************************************************************
 DL5051  DESIGNATION -  67610
 DL5051  PID         -  DL5051
 DL5051  STATE/COUNTY-  MI/OSCEOLA
 DL5051  COUNTRY     -  US
 DL5051  USGS QUAD   -  REED CITY NORTH (2017)
 DL5051
 DL5051                         *CURRENT SURVEY CONTROL
 DL5051  ______________________________________________________________________
 DL5051* NAD 83(1986) POSITION- 43 53 31.75   (N) 085 30 10.98   (W)   HD_HELD1
 DL5051* NAVD 88 ORTHO HEIGHT -   341.780 (meters)     1121.32  (feet) ADJUSTED
 DL5051  ______________________________________________________________________
 DL5051  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 DL5051  DYNAMIC HEIGHT  -        341.727 (meters)     1121.15  (feet) COMP
 DL5051  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DL5051
 DL5051  VERT ORDER      -  FIRST     CLASS II
 DL5051
 DL5051.The horizontal coordinates were determined by differentially corrected
 DL5051.hand held GPS observations or other comparable positioning techniques
 DL5051.and have an estimated accuracy of +/- 3 meters.
 DL5051
 DL5051.The orthometric height was determined by differential leveling and
 DL5051.adjusted by the NATIONAL GEODETIC SURVEY
 DL5051.in October 2009.
 DL5051
 DL5051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5051.GEOID18 height accuracy estimate available here.
 DL5051
 DL5051.Click photographs - Photos may exist for this station.
 DL5051
 DL5051.The dynamic height is computed by dividing the NAVD 88
 DL5051.geopotential number by the normal gravity value computed on the
 DL5051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5051.degrees latitude (g = 980.6199 gals.).
 DL5051
 DL5051.The modeled gravity was interpolated from observed gravity values.
 DL5051
 DL5051;                    North         East    Units  Estimated Accuracy
 DL5051;SPC MI C     -    64,590.8   5,908,685.8     MT  (+/- 3 meters HH1 GPS) 
 DL5051
 DL5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2023460983(NAD 83)
 DL5051
 DL5051                          SUPERSEDED SURVEY CONTROL
 DL5051
 DL5051.No superseded survey control is available for this station.
 DL5051
 DL5051_MARKER: DD = SURVEY DISK
 DL5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5051_STAMPING: 67610 2008
 DL5051_MARK LOGO: MIDT
 DL5051_PROJECTION: FLUSH
 DL5051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5051+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 DL5051
 DL5051  HISTORY     - Date     Condition        Report By
 DL5051  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5051  HISTORY     - 20250716 GOOD             MIDT
 DL5051
 DL5051                          STATION DESCRIPTION
 DL5051
 DL5051'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5051'TO REACH THE STATION FROM THE JUNCTION OF 210TH AVENUE WITH 5 MI (8.0
 DL5051'KM) ROAD ABOUT 1 MI (1.6 KM) NORTH OF REED CITY, MICHIGAN, GO NORTH ON
 DL5051'210TH AVENUE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DL5051'
 DL5051'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5051'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5051'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5051'
 DL5051'THE STATION IS 20 FT (6.1 M) SOUTH OF THE EXTENDED CENTER OF DRIVEWAY
 DL5051'OPENING '348 210TH AVENUE', 20 FT (6.1 M) WEST OF THE EDGE OF PAVEMENT
 DL5051'OF 210TH AVENUE, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE
 DL5051'WITNESS POST.
 DL5051
 DL5051                          STATION RECOVERY (2025)
 DL5051
 DL5051'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5052 ***********************************************************************
 DL5052  DESIGNATION -  67611
 DL5052  PID         -  DL5052
 DL5052  STATE/COUNTY-  MI/OSCEOLA
 DL5052  COUNTRY     -  US
 DL5052  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5052
 DL5052                         *CURRENT SURVEY CONTROL
 DL5052  ______________________________________________________________________
 DL5052* NAD 83(2011) POSITION- 43 51 57.62707(N) 085 31 22.92990(W)   ADJUSTED
 DL5052* NAD 83(2011) ELLIP HT-   305.704 (meters)        (06/27/12)   ADJUSTED
 DL5052* NAD 83(2011) EPOCH   -  2010.00
 DL5052* NAVD 88 ORTHO HEIGHT -   338.672 (meters)     1111.13  (feet) ADJUSTED
 DL5052  ______________________________________________________________________
 DL5052  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 DL5052  NAD 83(2011) X  -    359,538.461 (meters)                     COMP
 DL5052  NAD 83(2011) Y  - -4,591,972.403 (meters)                     COMP
 DL5052  NAD 83(2011) Z  -  4,397,581.822 (meters)                     COMP
 DL5052  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 DL5052  DYNAMIC HEIGHT  -        338.618 (meters)     1110.95  (feet) COMP
 DL5052  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 DL5052
 DL5052  VERT ORDER      -  FIRST     CLASS II
 DL5052
 DL5052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5052  Standards:
 DL5052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5052  -------------------------------------------------------------------
 DL5052  NETWORK    0.36   0.57           0.17   0.11   0.29     -0.11104287
 DL5052  -------------------------------------------------------------------
 DL5052  Click here for local accuracies and other accuracy information.
 DL5052
 DL5052.The horizontal coordinates were established by GPS observations
 DL5052.and adjusted by the National Geodetic Survey in June 2012.
 DL5052
 DL5052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5052.been affixed to the stable North American tectonic plate. See 
 DL5052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5052
 DL5052.The horizontal coordinates are valid at the epoch date displayed above
 DL5052.which is a decimal equivalence of Year/Month/Day.
 DL5052
 DL5052.The orthometric height was determined by differential leveling and
 DL5052.adjusted by the NATIONAL GEODETIC SURVEY
 DL5052.in October 2009.
 DL5052
 DL5052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5052.GEOID18 height accuracy estimate available here.
 DL5052
 DL5052.Click photographs - Photos may exist for this station.
 DL5052
 DL5052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5052
 DL5052.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5052
 DL5052.The ellipsoidal height was determined by GPS observations
 DL5052.and is referenced to NAD 83.
 DL5052
 DL5052.The dynamic height is computed by dividing the NAVD 88
 DL5052.geopotential number by the normal gravity value computed on the
 DL5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5052.degrees latitude (g = 980.6199 gals.).
 DL5052
 DL5052.The modeled gravity was interpolated from observed gravity values.
 DL5052
 DL5052. The following values were computed from the NAD 83(2011) position.
 DL5052
 DL5052;                    North         East     Units Scale Factor Converg.
 DL5052;SPC MI C     -    61,708.507 5,907,038.523   MT  1.00008780   -0 49 00.7
 DL5052;SPC MI C     -   202,455.73 19,380,047.65   iFT  1.00008780   -0 49 00.7
 DL5052;UTM  16      - 4,858,050.910   618,680.979   MT  0.99977324   +1 01 25.0
 DL5052
 DL5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5052!SPC MI C     -   0.99995207  x   1.00008780  =   1.00003986
 DL5052!UTM  16      -   0.99995207  x   0.99977324  =   0.99972532
 DL5052
 DL5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1868058050(NAD 83)
 DL5052
 DL5052                          SUPERSEDED SURVEY CONTROL
 DL5052
 DL5052  NAD 83(2007)-  43 51 57.62736(N)    085 31 22.93066(W) AD(2002.00) B
 DL5052  ELLIP H (10/23/09)  305.709  (m)                       GP(2002.00) 3 1
 DL5052
 DL5052.Superseded values are not recommended for survey control.
 DL5052
 DL5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5052.See file dsdata.pdf to determine how the superseded data were derived.
 DL5052
 DL5052_MARKER: DD = SURVEY DISK
 DL5052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5052_STAMPING: 67611 2008
 DL5052_MARK LOGO: MIDT
 DL5052_PROJECTION: FLUSH
 DL5052_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5052+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2023
 DL5052
 DL5052  HISTORY     - Date     Condition        Report By
 DL5052  HISTORY     - 20080610 MONUMENTED       COLEM
 DL5052  HISTORY     - 20230626 GOOD             MIDT
 DL5052
 DL5052                          STATION DESCRIPTION
 DL5052
 DL5052'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5052'TO REACH THE STATION FROM THE JUNCTION OF 220TH AVENUE (PATTERSON
 DL5052'AVENUE) WITH CHURCH AVENUE IN REED CITY, MICHIGAN, GO SOUTH ON 220TH
 DL5052'AVENUE (PATTERSON AVENUE) FOR 0.15 MI (0.2 KM) TO JEFFERY STREET ON
 DL5052'THE LEFT, CONTINUE SOUTH ON 220TH AVENUE (PATTERSON AVENUE) FOR 0.1 MI
 DL5052'(0.2 KM) TO THE STATION ON THE LEFT.
 DL5052'
 DL5052'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5052'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5052'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5052'
 DL5052'THE STATION IS 86 FT (26.2 M) SOUTH OF THE CENTER OF DRIVEWAY OPENING
 DL5052''602 PATTERSON AVENUE', 30.5 FT (9.3 M) EAST OF THE CENTERLINE OF
 DL5052'220TH AVENUE (PATTERSON AVENUE), AND 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL5052'CARSONITE WITNESS POST.
 DL5052
 DL5052                          STATION RECOVERY (2023)
 DL5052
 DL5052'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 DL5052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5053 ***********************************************************************
 DL5053  DESIGNATION -  67612
 DL5053  PID         -  DL5053
 DL5053  STATE/COUNTY-  MI/OSCEOLA
 DL5053  COUNTRY     -  US
 DL5053  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5053
 DL5053                         *CURRENT SURVEY CONTROL
 DL5053  ______________________________________________________________________
 DL5053* NAD 83(1986) POSITION- 43 50 34.72   (N) 085 31 23.40   (W)   HD_HELD1
 DL5053* NAVD 88 ORTHO HEIGHT -   355.479 (meters)     1166.27  (feet) ADJUSTED
 DL5053  ______________________________________________________________________
 DL5053  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 DL5053  DYNAMIC HEIGHT  -        355.421 (meters)     1166.08  (feet) COMP
 DL5053  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 DL5053
 DL5053  VERT ORDER      -  FIRST     CLASS II
 DL5053
 DL5053.The horizontal coordinates were determined by differentially corrected
 DL5053.hand held GPS observations or other comparable positioning techniques
 DL5053.and have an estimated accuracy of +/- 3 meters.
 DL5053
 DL5053.The orthometric height was determined by differential leveling and
 DL5053.adjusted by the NATIONAL GEODETIC SURVEY
 DL5053.in October 2009.
 DL5053
 DL5053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5053.GEOID18 height accuracy estimate available here.
 DL5053
 DL5053.Click photographs - Photos may exist for this station.
 DL5053
 DL5053.The dynamic height is computed by dividing the NAVD 88
 DL5053.geopotential number by the normal gravity value computed on the
 DL5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5053.degrees latitude (g = 980.6199 gals.).
 DL5053
 DL5053.The modeled gravity was interpolated from observed gravity values.
 DL5053
 DL5053;                    North         East    Units  Estimated Accuracy
 DL5053;SPC MI C     -    59,149.9   5,906,991.5     MT  (+/- 3 meters HH1 GPS) 
 DL5053
 DL5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1871655492(NAD 83)
 DL5053
 DL5053                          SUPERSEDED SURVEY CONTROL
 DL5053
 DL5053.No superseded survey control is available for this station.
 DL5053
 DL5053_MARKER: DD = SURVEY DISK
 DL5053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5053_STAMPING: 67612 2008
 DL5053_MARK LOGO: MIDT
 DL5053_PROJECTION: FLUSH
 DL5053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5053+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5053
 DL5053  HISTORY     - Date     Condition        Report By
 DL5053  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5053
 DL5053                          STATION DESCRIPTION
 DL5053
 DL5053'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5053'TO REACH THE STATION FROM THE JUNCTION OF 220TH AVENUE WITH 2 MI (3.2
 DL5053'KM) ROAD ABOUT 2 MI (3.2 KM) SOUTH OF REED CITY, MICHIGAN, GO SOUTH ON
 DL5053'220TH AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL5053'
 DL5053'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5053'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5053'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5053'
 DL5053'THE STATION IS 0.9 MI (1.4 KM) NORTH OF 1 MI (1.6 KM) ROAD, 34 FT
 DL5053'(10.4 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 9 FT (2.7 M) EAST OF
 DL5053'THE EDGE OF GRAVEL OF 220TH AVENUE, 3.3 FT (1.0 M) WEST OF AN ORANGE
 DL5053'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5054 ***********************************************************************
 DL5054  DESIGNATION -  67613
 DL5054  PID         -  DL5054
 DL5054  STATE/COUNTY-  MI/OSCEOLA
 DL5054  COUNTRY     -  US
 DL5054  USGS QUAD   -  REED CITY SOUTH (2017)
 DL5054
 DL5054                         *CURRENT SURVEY CONTROL
 DL5054  ______________________________________________________________________
 DL5054* NAD 83(1986) POSITION- 43 49 15.57   (N) 085 31 23.11   (W)   HD_HELD1
 DL5054* NAVD 88 ORTHO HEIGHT -   316.622 (meters)     1038.78  (feet) ADJUSTED
 DL5054  ______________________________________________________________________
 DL5054  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 DL5054  DYNAMIC HEIGHT  -        316.569 (meters)     1038.61  (feet) COMP
 DL5054  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 DL5054
 DL5054  VERT ORDER      -  FIRST     CLASS II
 DL5054
 DL5054.The horizontal coordinates were determined by differentially corrected
 DL5054.hand held GPS observations or other comparable positioning techniques
 DL5054.and have an estimated accuracy of +/- 3 meters.
 DL5054
 DL5054.The orthometric height was determined by differential leveling and
 DL5054.adjusted by the NATIONAL GEODETIC SURVEY
 DL5054.in October 2009.
 DL5054
 DL5054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5054.GEOID18 height accuracy estimate available here.
 DL5054
 DL5054.Click photographs - Photos may exist for this station.
 DL5054
 DL5054.The dynamic height is computed by dividing the NAVD 88
 DL5054.geopotential number by the normal gravity value computed on the
 DL5054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5054.degrees latitude (g = 980.6199 gals.).
 DL5054
 DL5054.The modeled gravity was interpolated from observed gravity values.
 DL5054
 DL5054;                    North         East    Units  Estimated Accuracy
 DL5054;SPC MI C     -    56,706.9   5,906,963.2     MT  (+/- 3 meters HH1 GPS) 
 DL5054
 DL5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1876653051(NAD 83)
 DL5054
 DL5054                          SUPERSEDED SURVEY CONTROL
 DL5054
 DL5054.No superseded survey control is available for this station.
 DL5054
 DL5054_MARKER: DD = SURVEY DISK
 DL5054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5054_STAMPING: 67613
 DL5054_MARK LOGO: MIDT
 DL5054_PROJECTION: FLUSH
 DL5054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5054+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DL5054
 DL5054  HISTORY     - Date     Condition        Report By
 DL5054  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5054
 DL5054                          STATION DESCRIPTION
 DL5054
 DL5054'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5054'TO REACH THE STATION FROM THE JUNCTION OF 220TH AVENUE WITH 1 MI (1.6
 DL5054'KM) ROAD ABOUT 3 MI (4.8 KM) SOUTH OF REED CITY, MICHIGAN, GO SOUTH ON
 DL5054'220TH AVENUE FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL5054'
 DL5054'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5054'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5054'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5054'
 DL5054'THE STATION IS 0.35 MI (0.6 KM) NORTH OF MECEOLA ROAD, 67 FT (20.4 M)
 DL5054'SOUTH OF THE EXTENDED CENTER OF DRIVEWAY OPENING '404 220TH AVENUE',
 DL5054'67 FT (20.4 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 19 FT (5.8 M)
 DL5054'WEST OF THE EDGE OF GRAVEL OF 220TH AVENUE, 3 FT (0.9 M) EAST OF A
 DL5054'FENCE, AND 2.4 FT (0.7 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0101 ***********************************************************************
 OK0101  DESIGNATION -  679.94
 OK0101  PID         -  OK0101
 OK0101  STATE/COUNTY-  MI/SAGINAW
 OK0101  COUNTRY     -  US
 OK0101  USGS QUAD   -  CHESANING WEST (2017)
 OK0101
 OK0101                         *CURRENT SURVEY CONTROL
 OK0101  ______________________________________________________________________
 OK0101* NAD 83(1986) POSITION- 43 08 35.     (N) 084 10 06.     (W)   SCALED
 OK0101* NAVD 88 ORTHO HEIGHT -   206.914 (meters)      678.85  (feet) ADJUSTED
 OK0101  ______________________________________________________________________
 OK0101  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 OK0101  DYNAMIC HEIGHT  -        206.871 (meters)      678.71  (feet) COMP
 OK0101  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 OK0101
 OK0101  VERT ORDER      -  SECOND    CLASS 0
 OK0101
 OK0101.The horizontal coordinates were scaled from a map and have
 OK0101.an estimated accuracy of +/- 6 seconds.
 OK0101
 OK0101.The orthometric height was determined by differential leveling and
 OK0101.adjusted by the NATIONAL GEODETIC SURVEY
 OK0101.in June 1991.
 OK0101
 OK0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0101.GEOID18 height accuracy estimate available here.
 OK0101
 OK0101.Click photographs - Photos may exist for this station.
 OK0101
 OK0101.The dynamic height is computed by dividing the NAVD 88
 OK0101.geopotential number by the normal gravity value computed on the
 OK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0101.degrees latitude (g = 980.6199 gals.).
 OK0101
 OK0101.The modeled gravity was interpolated from observed gravity values.
 OK0101
 OK0101;                    North         East    Units  Estimated Accuracy
 OK0101;SPC MI S     -   182,530.    4,016,130.      MT  (+/- 180 meters Scaled)
 OK0101
 OK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN302805(NAD 83)
 OK0101
 OK0101                          SUPERSEDED SURVEY CONTROL
 OK0101
 OK0101  NGVD 29 (??/??/92)  207.075  (m)          679.38   (f) ADJ UNCH    2 0
 OK0101
 OK0101.Superseded values are not recommended for survey control.
 OK0101
 OK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0101.See file dsdata.pdf to determine how the superseded data were derived.
 OK0101
 OK0101_MARKER: Q = CHISELED SQUARE
 OK0101_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OK0101_SP_SET: SIDEWALK
 OK0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0101
 OK0101  HISTORY     - Date     Condition        Report By
 OK0101  HISTORY     - UNK      MONUMENTED       USGS
 OK0101  HISTORY     - 1934     GOOD             CGS
 OK0101  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0101  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0101
 OK0101                          STATION DESCRIPTION
 OK0101
 OK0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0101'AT OAKLEY.
 OK0101'AT OAKLEY.  SAGINAW COUNTY, AT THE SOUTHEAST ANGLE OF THE
 OK0101'INTERSECTION OF STATE HIGHWAY 47 AND COUNTY HIGHWAY 487, ON THE
 OK0101'NORTHWEST CORNER OF THE NORTH END OF THE EAST SIDEWALK OF STATE
 OK0101'HIGHWAY 47, 36.8 FEET EAST OF THE EAST CENTERLINE OF COUNTY
 OK0101'HIGHWAY 487, 28.2 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0101'47, AND 3 FEET EAST OF POWER TRANSMISSION LINE POLE.  A CHISELED
 OK0101'SQUARE.
 OK0101
 OK0101                          STATION RECOVERY (2001)
 OK0101
 OK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0101
 OK0101                          STATION RECOVERY (2001)
 OK0101
 OK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0101'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0055 ***********************************************************************
 OL0055  DESIGNATION -  688.7
 OL0055  PID         -  OL0055
 OL0055  STATE/COUNTY-  MI/MUSKEGON
 OL0055  COUNTRY     -  US
 OL0055  USGS QUAD   -  TWIN LAKE (2017)
 OL0055
 OL0055                         *CURRENT SURVEY CONTROL
 OL0055  ______________________________________________________________________
 OL0055* NAD 83(1986) POSITION- 43 21 47.     (N) 086 09 47.     (W)   SCALED
 OL0055* NAVD 88 ORTHO HEIGHT -   209.638 (meters)      687.79  (feet) ADJUSTED
 OL0055  ______________________________________________________________________
 OL0055  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 OL0055  DYNAMIC HEIGHT  -        209.595 (meters)      687.65  (feet) COMP
 OL0055  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 OL0055
 OL0055  VERT ORDER      -  SECOND    CLASS 0
 OL0055
 OL0055.The horizontal coordinates were scaled from a map and have
 OL0055.an estimated accuracy of +/- 6 seconds.
 OL0055
 OL0055.The orthometric height was determined by differential leveling and
 OL0055.adjusted by the NATIONAL GEODETIC SURVEY
 OL0055.in June 1991.
 OL0055
 OL0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0055.GEOID18 height accuracy estimate available here.
 OL0055
 OL0055.Click photographs - Photos may exist for this station.
 OL0055
 OL0055.The dynamic height is computed by dividing the NAVD 88
 OL0055.geopotential number by the normal gravity value computed on the
 OL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0055.degrees latitude (g = 980.6199 gals.).
 OL0055
 OL0055.The modeled gravity was interpolated from observed gravity values.
 OL0055
 OL0055;                    North         East    Units  Estimated Accuracy
 OL0055;SPC MI S     -   208,500.    3,854,410.      MT  (+/- 180 meters Scaled)
 OL0055
 OL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP678014(NAD 83)
 OL0055
 OL0055                          SUPERSEDED SURVEY CONTROL
 OL0055
 OL0055  NGVD 29 (??/??/92)  209.763  (m)          688.20   (f) ADJ UNCH    2 0
 OL0055
 OL0055.Superseded values are not recommended for survey control.
 OL0055
 OL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0055.See file dsdata.pdf to determine how the superseded data were derived.
 OL0055
 OL0055_MARKER: Q = CHISELED SQUARE
 OL0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0055_SP_SET: BUILDING
 OL0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0055
 OL0055  HISTORY     - Date     Condition        Report By
 OL0055  HISTORY     - 1929     MONUMENTED       USGS
 OL0055  HISTORY     - 1934     GOOD             CGS
 OL0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0055
 OL0055                          STATION DESCRIPTION
 OL0055
 OL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0055'AT TWIN LAKE.
 OL0055'AT TWIN LAKE, MUSKEGON COUNTY, 120 FEET SOUTHEAST OF THE INTERSECTION
 OL0055'OF STATE HIGHWAY 20 AND A ROAD, AT THE NORTHWEST CORNER OF THE
 OL0055'G.O. OSLAND BRICK STORE, AND 6 INCHES FROM THE END OF THE STEP.
 OL0055'A CHISELED SQUARE.
 OL0055
 OL0055                          STATION RECOVERY (1987)
 OL0055
 OL0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1301 ***********************************************************************
 RJ1301  DESIGNATION -  69 C6M 005
 RJ1301  PID         -  RJ1301
 RJ1301  STATE/COUNTY-  MI/CHIPPEWA
 RJ1301  COUNTRY     -  US
 RJ1301  USGS QUAD   -  OAK RIDGE (2017)
 RJ1301
 RJ1301                         *CURRENT SURVEY CONTROL
 RJ1301  ______________________________________________________________________
 RJ1301* NAD 83(1994) POSITION- 46 19 30.40290(N) 084 11 02.17634(W)   ADJUSTED
 RJ1301* NAVD 88 ORTHO HEIGHT -   178.1   (meters)      584.    (feet) VERTCON3
 RJ1301  ______________________________________________________________________
 RJ1301  GEOID HEIGHT    -        -36.572 (meters)                     GEOID18
 RJ1301  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 RJ1301  HORZ ORDER      -  SECOND
 RJ1301
 RJ1301.The horizontal coordinates were established by classical geodetic methods
 RJ1301.and adjusted by the National Geodetic Survey in February 1997.
 RJ1301
 RJ1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1301
 RJ1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1301.GEOID18 height accuracy estimate available here.
 RJ1301
 RJ1301.Click photographs - Photos may exist for this station.
 RJ1301
 RJ1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1301
 RJ1301. The following values were computed from the NAD 83(1994) position.
 RJ1301
 RJ1301;                    North         East     Units Scale Factor Converg.
 RJ1301;SPC MI N     -   175,210.752 8,216,793.689   MT  0.99990308   +2 02 07.5
 RJ1301;SPC MI N     -   574,838.43 26,957,984.54   iFT  0.99990308   +2 02 07.5
 RJ1301;UTM  16      - 5,134,025.118   716,769.635   MT  1.00017765   +2 02 15.2
 RJ1301
 RJ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1301!SPC MI N     -   0.99997781  x   0.99990308  =   0.99988089
 RJ1301!UTM  16      -   0.99997781  x   1.00017765  =   1.00015546
 RJ1301
 RJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1676934025(NAD 83)
 RJ1301
 RJ1301                          SUPERSEDED SURVEY CONTROL
 RJ1301
 RJ1301  NAD 83(1986)-  46 19 30.39452(N)    084 11 02.17331(W) AD(       ) 2
 RJ1301  NGVD 29 (05/22/90)  178.1    (m)          584.     (f) VERT ANG       
 RJ1301
 RJ1301.Superseded values are not recommended for survey control.
 RJ1301
 RJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1301.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1301
 RJ1301_MARKER: DS = TRIANGULATION STATION DISK
 RJ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1301+STABILITY: SURFACE MOTION
 RJ1301
 RJ1301  HISTORY     - Date     Condition        Report By
 RJ1301  HISTORY     - 1988     MONUMENTED       USACE
 RJ1301
 RJ1301                          STATION DESCRIPTION
 RJ1301
 RJ1301'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1301'THE STATION IS LOCATED ABOUT 31.2 KM (19.4 MI) SOUTHEAST OF SAULT STE
 RJ1301'MARIE,
 RJ1301'34.3 KM (21.3 MI) EAST-NORTHEAST OF RUDYARD,
 RJ1301'42.8 KM (26.6 MI) NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ1301'AT THE NORTHWEST END OF NEEBISH ISLAND IN GOVT LOT 2, SEC 4,
 RJ1301'T45N-R2E.
 RJ1301'OWNERSHIP---MICHIGAN STATE UNIVERSITY, BOARD OF AGRICULTURE.
 RJ1301'
 RJ1301'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO
 RJ1301'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1301'TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ1301'BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE
 RJ1301'TURN RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT
 RJ1301'LAUNCH.
 RJ1301'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES AROUND SAND ISLAND
 RJ1301'TO THE NORTHWEST END OF NEEBISH ISLAND WHERE THE
 RJ1301'STATION IS LOCATED.
 RJ1301'
 RJ1301'THE STATION IS A STANDARD COE DISK
 RJ1301'THAT IS
 RJ1301'STAMPED---C6M-005 1988---,
 RJ1301'SET INTO A ROUND CONCRETE MONUMENT
 RJ1301'FLUSH WITH THE GROUND,  LOCATED
 RJ1301'30.5 METERS (100 FT) SOUTH FROM SHORE UNDER METAL TRIPOD WITH
 RJ1301'ORANGE BOARDS.
 RJ1301'
 RJ1301'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0901 ***********************************************************************
 QK0901  DESIGNATION -  69200
 QK0901  PID         -  QK0901
 QK0901  STATE/COUNTY-  MI/OTSEGO
 QK0901  COUNTRY     -  US
 QK0901  USGS QUAD   -  GAYLORD (2017)
 QK0901
 QK0901                         *CURRENT SURVEY CONTROL
 QK0901  ______________________________________________________________________
 QK0901* NAD 83(2011) POSITION- 45 01 37.78324(N) 084 41 16.98636(W)   ADJUSTED
 QK0901* NAD 83(2011) ELLIP HT-   380.052 (meters)        (06/27/12)   ADJUSTED
 QK0901* NAD 83(2011) EPOCH   -  2010.00
 QK0901* NAVD 88 ORTHO HEIGHT -   415.0   (meters)     1362.    (feet) GPS OBS
 QK0901  ______________________________________________________________________
 QK0901  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0901  GEOID HEIGHT    -        -34.510 (meters)                     GEOID93
 QK0901  GEOID HEIGHT    -        -34.922 (meters)                     GEOID18
 QK0901  NAD 83(2011) X  -    418,057.784 (meters)                     COMP
 QK0901  NAD 83(2011) Y  - -4,496,331.364 (meters)                     COMP
 QK0901  NAD 83(2011) Z  -  4,489,751.219 (meters)                     COMP
 QK0901  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 QK0901
 QK0901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0901  Standards:
 QK0901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0901  -------------------------------------------------------------------
 QK0901  NETWORK    1.66   3.39           0.76   0.57   1.73     -0.01724730
 QK0901  -------------------------------------------------------------------
 QK0901  Click here for local accuracies and other accuracy information.
 QK0901
 QK0901.The horizontal coordinates were established by GPS observations
 QK0901.and adjusted by the National Geodetic Survey in June 2012.
 QK0901
 QK0901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0901.been affixed to the stable North American tectonic plate. See 
 QK0901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0901
 QK0901.The horizontal coordinates are valid at the epoch date displayed above
 QK0901.which is a decimal equivalence of Year/Month/Day.
 QK0901
 QK0901.The orthometric height was determined by GPS observations and a
 QK0901.high-resolution geoid model.
 QK0901
 QK0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0901.GEOID18 height accuracy estimate available here.
 QK0901
 QK0901.Click photographs - Photos may exist for this station.
 QK0901
 QK0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0901
 QK0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0901
 QK0901.The ellipsoidal height was determined by GPS observations
 QK0901.and is referenced to NAD 83.
 QK0901
 QK0901. The following values were computed from the NAD 83(2011) position.
 QK0901
 QK0901;                    North         East     Units Scale Factor Converg.
 QK0901;SPC MI C     -   190,120.339 5,974,674.028   MT  0.99991377   -0 13 37.3
 QK0901;SPC MI C     -   623,754.39 19,601,948.91   iFT  0.99991377   -0 13 37.3
 QK0901;UTM  16      - 4,988,568.031   682,130.796   MT  1.00000790   +1 38 09.7
 QK0901
 QK0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0901!SPC MI C     -   0.99994042  x   0.99991377  =   0.99985419
 QK0901!UTM  16      -   0.99994042  x   1.00000790  =   0.99994832
 QK0901
 QK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8213088568(NAD 83)
 QK0901
 QK0901                          SUPERSEDED SURVEY CONTROL
 QK0901
 QK0901  NAD 83(2007)-  45 01 37.78349(N)    084 41 16.98731(W) AD(2002.00) 0
 QK0901  ELLIP H (02/10/07)  380.071  (m)                       GP(2002.00)    
 QK0901  ELLIP H (07/17/02)  380.079  (m)                       GP(       ) 4 1
 QK0901  NAD 83(1994)-  45 01 37.78351(N)    084 41 16.98746(W) AD(       ) 1
 QK0901  ELLIP H (02/03/97)  380.116  (m)                       GP(       ) 4 1
 QK0901  NAD 83(1986)-  45 01 37.77716(N)    084 41 16.99289(W) AD(       ) 1
 QK0901
 QK0901.Superseded values are not recommended for survey control.
 QK0901
 QK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0901.See file dsdata.pdf to determine how the superseded data were derived.
 QK0901
 QK0901_MARKER: A = ALUMINUM MARKER
 QK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0901_STAMPING: 69200 1991
 QK0901_MARK LOGO: MIDT
 QK0901_PROJECTION: RECESSED 3 CENTIMETERS
 QK0901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0901+STABILITY: SURFACE MOTION
 QK0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0901+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 QK0901
 QK0901  HISTORY     - Date     Condition        Report By
 QK0901  HISTORY     - 1991     MONUMENTED       MIDT
 QK0901  HISTORY     - 19960811 GOOD             USPSQD
 QK0901  HISTORY     - 20030215 GOOD             USPSQD
 QK0901  HISTORY     - 20230703 GOOD             MIDT
 QK0901
 QK0901                          STATION DESCRIPTION
 QK0901
 QK0901'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0901'STATION IS LOCATED IN QUAD. 450844.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0901'SECTION 33, T-31-N, R-3-W, LIVINGSTON TOWNSHIP, ON INTERSTATE 75
 QK0901'RIGHT-OF-WAY, ON THE GAYLORD QUADRANGLE MAP AND AT THE WEST SIDE OF
 QK0901'GAYLORD.
 QK0901'
 QK0901'STATION IS IN THE MEDIAN OF INTERSTATE HIGHWAY 75 SOUTHBOUND AT THE
 QK0901'JUNCTION OF STATE HIGHWAY M-32. IT IS 25.0 FT (7.6 MT)  SOUTH FROM
 QK0901'THE SOUTHEAST BRIDGE ABUTMENT ON THE SOUTHBOUND SIDE OF I-75, 22.5 FT
 QK0901'(6.9 MT) EAST FROM THE CENTER OF SOUTHBOUND I-75, 4.5 FT (1.4 MT)
 QK0901'EAST OF A GUARDRAIL, AND 1.75 FT (0.53 MT) WEST FROM A METAL WITNESS
 QK0901'POST.
 QK0901
 QK0901                          STATION RECOVERY (1996)
 QK0901
 QK0901'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0901'RECOVERED IN GOOD CONDITION.
 QK0901
 QK0901                          STATION RECOVERY (2003)
 QK0901
 QK0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0901'RECOVERED IN GOOD CONDITION.
 QK0901
 QK0901                          STATION RECOVERY (2023)
 QK0901
 QK0901'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0902 ***********************************************************************
 QK0902  DESIGNATION -  69201
 QK0902  PID         -  QK0902
 QK0902  STATE/COUNTY-  MI/OTSEGO
 QK0902  COUNTRY     -  US
 QK0902  USGS QUAD   -  GAYLORD (2017)
 QK0902
 QK0902                         *CURRENT SURVEY CONTROL
 QK0902  ______________________________________________________________________
 QK0902* NAD 83(2011) POSITION- 45 01 39.93893(N) 084 44 58.35135(W)   ADJUSTED
 QK0902* NAD 83(2011) ELLIP HT-   375.804 (meters)        (06/27/12)   ADJUSTED
 QK0902* NAD 83(2011) EPOCH   -  2010.00
 QK0902* NAVD 88 ORTHO HEIGHT -   410.6   (meters)     1347.    (feet) GPS OBS
 QK0902  ______________________________________________________________________
 QK0902  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0902  GEOID HEIGHT    -        -34.410 (meters)                     GEOID93
 QK0902  GEOID HEIGHT    -        -34.817 (meters)                     GEOID18
 QK0902  NAD 83(2011) X  -    413,227.463 (meters)                     COMP
 QK0902  NAD 83(2011) Y  - -4,496,727.565 (meters)                     COMP
 QK0902  NAD 83(2011) Z  -  4,489,795.249 (meters)                     COMP
 QK0902  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 QK0902
 QK0902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0902  Standards:
 QK0902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0902  -------------------------------------------------------------------
 QK0902  NETWORK    1.23   2.88           0.56   0.43   1.47     -0.03620935
 QK0902  -------------------------------------------------------------------
 QK0902  Click here for local accuracies and other accuracy information.
 QK0902
 QK0902.The horizontal coordinates were established by GPS observations
 QK0902.and adjusted by the National Geodetic Survey in June 2012.
 QK0902
 QK0902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0902.been affixed to the stable North American tectonic plate. See 
 QK0902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0902
 QK0902.The horizontal coordinates are valid at the epoch date displayed above
 QK0902.which is a decimal equivalence of Year/Month/Day.
 QK0902
 QK0902.The orthometric height was determined by GPS observations and a
 QK0902.high-resolution geoid model.
 QK0902
 QK0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0902.GEOID18 height accuracy estimate available here.
 QK0902
 QK0902.Click photographs - Photos may exist for this station.
 QK0902
 QK0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0902
 QK0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0902
 QK0902.The ellipsoidal height was determined by GPS observations
 QK0902.and is referenced to NAD 83.
 QK0902
 QK0902. The following values were computed from the NAD 83(2011) position.
 QK0902
 QK0902;                    North         East     Units Scale Factor Converg.
 QK0902;SPC MI C     -   190,207.916 5,969,828.783   MT  0.99991379   -0 16 13.7
 QK0902;SPC MI C     -   624,041.72 19,586,052.44   iFT  0.99991379   -0 16 13.7
 QK0902;UTM  16      - 4,988,498.037   677,284.861   MT  0.99998648   +1 35 33.0
 QK0902
 QK0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0902!SPC MI C     -   0.99994108  x   0.99991379  =   0.99985488
 QK0902!UTM  16      -   0.99994108  x   0.99998648  =   0.99992756
 QK0902
 QK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7728488498(NAD 83)
 QK0902
 QK0902                          SUPERSEDED SURVEY CONTROL
 QK0902
 QK0902  NAD 83(2007)-  45 01 39.93917(N)    084 44 58.35229(W) AD(2002.00) 0
 QK0902  ELLIP H (02/10/07)  375.822  (m)                       GP(2002.00)    
 QK0902  ELLIP H (07/17/02)  375.823  (m)                       GP(       ) 4 1
 QK0902  NAD 83(1994)-  45 01 39.93923(N)    084 44 58.35253(W) AD(       ) 1
 QK0902  ELLIP H (02/03/97)  375.865  (m)                       GP(       ) 4 1
 QK0902  NAD 83(1986)-  45 01 39.93248(N)    084 44 58.35864(W) AD(       ) 1
 QK0902
 QK0902.Superseded values are not recommended for survey control.
 QK0902
 QK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0902.See file dsdata.pdf to determine how the superseded data were derived.
 QK0902
 QK0902_MARKER: A = ALUMINUM MARKER
 QK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0902_STAMPING: 69201 1991
 QK0902_MARK LOGO: MIDT
 QK0902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0902+STABILITY: SURFACE MOTION
 QK0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0902+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0902
 QK0902  HISTORY     - Date     Condition        Report By
 QK0902  HISTORY     - 1991     MONUMENTED       MIDT
 QK0902  HISTORY     - 19960812 GOOD             USPSQD
 QK0902
 QK0902                          STATION DESCRIPTION
 QK0902
 QK0902'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0902'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0902'SECTION 36, T-31-N, R-4-W, ELMIRA TOWNSHIP, ON STATE ROUTE M-32
 QK0902'RIGHT-OF-WAY AND ON THE GAYLORD QUADRANGLE MAP.  IT IS ABOUT 17-3/4
 QK0902'MILES NORTHEAST OF MANCELONA, 12-3/4 MILES SOUTHWEST OF BOYNE FALLS,
 QK0902'3-1/2 MILES WEST OF GAYLORD AND NEAR RESIDENCE OF 3722 WEST M-32,
 QK0902'GAYLORD, MICHIGAN.
 QK0902'
 QK0902'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 QK0902'M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 3.1 MI
 QK0902'(5.0 KM)  TO STATION ON THE RIGHT AS DESCRIBED.
 QK0902'
 QK0902'STATION IS 100 FT (30.5 MT)  SOUTH FROM THE SOUTHEAST CORNER OF GARAGE
 QK0902'AT RESIDENCE 3722 IN LINE WITH NORTH-SOUTH FENCE, 75 FT (22.9 MT)
 QK0902'EAST FROM CENTER OF GRAVEL DRIVE, 31 FT (9.4 MT) NORTH FROM CENTER OF
 QK0902'M-32 AND 1.7 FT (0.5 MT) SOUTHEAST FROM METAL WITNESS POST WITH SIGN.
 QK0902
 QK0902                          STATION RECOVERY (1996)
 QK0902
 QK0902'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0903 ***********************************************************************
 QK0903  DESIGNATION -  69202
 QK0903  PID         -  QK0903
 QK0903  STATE/COUNTY-  MI/OTSEGO
 QK0903  COUNTRY     -  US
 QK0903  USGS QUAD   -  ELMIRA (2017)
 QK0903
 QK0903                         *CURRENT SURVEY CONTROL
 QK0903  ______________________________________________________________________
 QK0903* NAD 83(2011) POSITION- 45 03 40.00862(N) 084 46 33.13882(W)   ADJUSTED
 QK0903* NAD 83(2011) ELLIP HT-   366.100 (meters)        (06/27/12)   ADJUSTED
 QK0903* NAD 83(2011) EPOCH   -  2010.00
 QK0903* NAVD 88 ORTHO HEIGHT -   400.9   (meters)     1315.    (feet) GPS OBS
 QK0903  ______________________________________________________________________
 QK0903  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0903  GEOID HEIGHT    -        -34.430 (meters)                     GEOID93
 QK0903  GEOID HEIGHT    -        -34.846 (meters)                     GEOID18
 QK0903  NAD 83(2011) X  -    410,921.517 (meters)                     COMP
 QK0903  NAD 83(2011) Y  - -4,494,297.926 (meters)                     COMP
 QK0903  NAD 83(2011) Z  -  4,492,407.444 (meters)                     COMP
 QK0903  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 QK0903
 QK0903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0903  Standards:
 QK0903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0903  -------------------------------------------------------------------
 QK0903  NETWORK    1.12   2.23           0.48   0.43   1.14     -0.03599888
 QK0903  -------------------------------------------------------------------
 QK0903  Click here for local accuracies and other accuracy information.
 QK0903
 QK0903.The horizontal coordinates were established by GPS observations
 QK0903.and adjusted by the National Geodetic Survey in June 2012.
 QK0903
 QK0903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0903.been affixed to the stable North American tectonic plate. See 
 QK0903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0903
 QK0903.The horizontal coordinates are valid at the epoch date displayed above
 QK0903.which is a decimal equivalence of Year/Month/Day.
 QK0903
 QK0903.The orthometric height was determined by GPS observations and a
 QK0903.high-resolution geoid model.
 QK0903
 QK0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0903.GEOID18 height accuracy estimate available here.
 QK0903
 QK0903.Click photographs - Photos may exist for this station.
 QK0903
 QK0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0903
 QK0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0903
 QK0903.The ellipsoidal height was determined by GPS observations
 QK0903.and is referenced to NAD 83.
 QK0903
 QK0903. The following values were computed from the NAD 83(2011) position.
 QK0903
 QK0903;                    North         East     Units Scale Factor Converg.
 QK0903;SPC MI C     -   193,924.255 5,967,772.662   MT  0.99991481   -0 17 20.6
 QK0903;SPC MI C     -   636,234.43 19,579,306.63   iFT  0.99991481   -0 17 20.6
 QK0903;UTM  16      - 4,992,145.799   675,108.838   MT  0.99997705   +1 34 29.2
 QK0903
 QK0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0903!SPC MI C     -   0.99994260  x   0.99991481  =   0.99985742
 QK0903!UTM  16      -   0.99994260  x   0.99997705  =   0.99991966
 QK0903
 QK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7510892145(NAD 83)
 QK0903
 QK0903                          SUPERSEDED SURVEY CONTROL
 QK0903
 QK0903  NAD 83(2007)-  45 03 40.00956(N)    084 46 33.14108(W) AD(2002.00) 0
 QK0903  ELLIP H (02/10/07)  366.100  (m)                       GP(2002.00)    
 QK0903  ELLIP H (07/17/02)  366.117  (m)                       GP(       ) 4 1
 QK0903  NAD 83(1994)-  45 03 40.00845(N)    084 46 33.14071(W) AD(       ) 1
 QK0903  ELLIP H (02/03/97)  366.118  (m)                       GP(       ) 4 1
 QK0903  NAD 83(1986)-  45 03 40.00294(N)    084 46 33.14323(W) AD(       ) 1
 QK0903
 QK0903.Superseded values are not recommended for survey control.
 QK0903
 QK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0903.See file dsdata.pdf to determine how the superseded data were derived.
 QK0903
 QK0903_MARKER: A = ALUMINUM MARKER
 QK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0903_STAMPING: 69202 1991
 QK0903_MARK LOGO: MIDT
 QK0903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0903+STABILITY: SURFACE MOTION
 QK0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0903+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0903
 QK0903  HISTORY     - Date     Condition        Report By
 QK0903  HISTORY     - 1991     MONUMENTED       MIDT
 QK0903  HISTORY     - 19960812 GOOD             USPSQD
 QK0903  HISTORY     - 20230703 MARK NOT FOUND   MIDT
 QK0903
 QK0903                          STATION DESCRIPTION
 QK0903
 QK0903'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0903'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0903'SECTION 23, T-31-N, R-4-W, ELMIRA TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0903'MAP.  IT IS ABOUT 17-3/4 MILES NORTHEAST FROM MANCELONA, 10 MILES
 QK0903'(16.1 KM) SOUTHEAST FROM BOYNE FALLS, 5-1/2 MILES WEST FROM GAYLORD
 QK0903'AND ON COUNTY ROAD RIGHT-OF-WAY.
 QK0903'
 QK0903'TO REACH FROM THE JUNCTION OF INTERSTATE I-75 AND STATE ROUTE M-32 AT
 QK0903'THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 4.4 MI (7.1 KM)  TO A
 QK0903'CURVE NORTH.  CONTINUE NORTH ON M-32 FOR 2.1 MI (3.4 KM)  TO A CURVE
 QK0903'BACK WEST AND HALLOCK ROAD ON RIGHT.  GO NORTH ON HALLOCK ROAD FOR
 QK0903'0.1 MI (0.2 KM)  TO A ROAD WEST GOING BACK TO M-32 AND THE STATION ON
 QK0903'RIGHT AS DESCRIBED.
 QK0903'
 QK0903'STATION IS 106 FT (32.3 MT) NORTHEAST FROM A UTILITY POLE, 67 FT
 QK0903'(20.4 MT) SOUTHEAST FROM A UTILITY POLE, 15 FT (4.6 MT) EAST FROM THE
 QK0903'CENTER OF HALLOCK ROAD, 6 FT (1.8 MT) WEST OF METAL WITNESS POST AND
 QK0903'1 FT (0.3 MT) SOUTH OF EXTENDED CENTER OF ROAD WEST.
 QK0903
 QK0903                          STATION RECOVERY (1996)
 QK0903
 QK0903'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0903'RECOVERED IN GOOD CONDITION.
 QK0903
 QK0903                          STATION RECOVERY (2023)
 QK0903
 QK0903'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0903'WITNESS POST STILL STANDING, MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0904 ***********************************************************************
 QK0904  DESIGNATION -  69203
 QK0904  PID         -  QK0904
 QK0904  STATE/COUNTY-  MI/OTSEGO
 QK0904  COUNTRY     -  US
 QK0904  USGS QUAD   -  ELMIRA (2017)
 QK0904
 QK0904                         *CURRENT SURVEY CONTROL
 QK0904  ______________________________________________________________________
 QK0904* NAD 83(2011) POSITION- 45 04 20.27185(N) 084 46 33.82716(W)   ADJUSTED
 QK0904* NAD 83(2011) ELLIP HT-   360.023 (meters)        (06/27/12)   ADJUSTED
 QK0904* NAD 83(2011) EPOCH   -  2010.00
 QK0904* NAVD 88 ORTHO HEIGHT -   394.9   (meters)     1296.    (feet) GPS OBS
 QK0904  ______________________________________________________________________
 QK0904  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0904  GEOID HEIGHT    -        -34.450 (meters)                     GEOID93
 QK0904  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 QK0904  NAD 83(2011) X  -    410,826.008 (meters)                     COMP
 QK0904  NAD 83(2011) Y  - -4,493,418.715 (meters)                     COMP
 QK0904  NAD 83(2011) Z  -  4,493,281.058 (meters)                     COMP
 QK0904  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 QK0904
 QK0904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0904  Standards:
 QK0904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0904  -------------------------------------------------------------------
 QK0904  NETWORK    1.77   3.31           0.77   0.66   1.69      0.24149619
 QK0904  -------------------------------------------------------------------
 QK0904  Click here for local accuracies and other accuracy information.
 QK0904
 QK0904.The horizontal coordinates were established by GPS observations
 QK0904.and adjusted by the National Geodetic Survey in June 2012.
 QK0904
 QK0904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0904.been affixed to the stable North American tectonic plate. See 
 QK0904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0904
 QK0904.The horizontal coordinates are valid at the epoch date displayed above
 QK0904.which is a decimal equivalence of Year/Month/Day.
 QK0904
 QK0904.The orthometric height was determined by GPS observations and a
 QK0904.high-resolution geoid model.
 QK0904
 QK0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0904.GEOID18 height accuracy estimate available here.
 QK0904
 QK0904.Click photographs - Photos may exist for this station.
 QK0904
 QK0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0904
 QK0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0904
 QK0904.The ellipsoidal height was determined by GPS observations
 QK0904.and is referenced to NAD 83.
 QK0904
 QK0904. The following values were computed from the NAD 83(2011) position.
 QK0904
 QK0904;                    North         East     Units Scale Factor Converg.
 QK0904;SPC MI C     -   195,167.147 5,967,763.877   MT  0.99991523   -0 17 21.1
 QK0904;SPC MI C     -   640,312.16 19,579,277.81   iFT  0.99991523   -0 17 21.1
 QK0904;UTM  16      - 4,993,387.825   675,059.626   MT  0.99997683   +1 34 29.8
 QK0904
 QK0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0904!SPC MI C     -   0.99994356  x   0.99991523  =   0.99985879
 QK0904!UTM  16      -   0.99994356  x   0.99997683  =   0.99992039
 QK0904
 QK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7505993387(NAD 83)
 QK0904
 QK0904                          SUPERSEDED SURVEY CONTROL
 QK0904
 QK0904  NAD 83(2007)-  45 04 20.27210(N)    084 46 33.82810(W) AD(2002.00) 0
 QK0904  ELLIP H (02/10/07)  360.042  (m)                       GP(2002.00)    
 QK0904  ELLIP H (07/17/02)  360.043  (m)                       GP(       ) 4 1
 QK0904  NAD 83(1994)-  45 04 20.27215(N)    084 46 33.82833(W) AD(       ) 1
 QK0904  ELLIP H (02/03/97)  360.084  (m)                       GP(       ) 4 1
 QK0904  NAD 83(1986)-  45 04 20.26534(N)    084 46 33.83448(W) AD(       ) 1
 QK0904
 QK0904.Superseded values are not recommended for survey control.
 QK0904
 QK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0904.See file dsdata.pdf to determine how the superseded data were derived.
 QK0904
 QK0904_MARKER: A = ALUMINUM MARKER
 QK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0904_STAMPING: 69203 1991
 QK0904_MARK LOGO: MIDT
 QK0904_PROJECTION: RECESSED 3 CENTIMETERS
 QK0904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0904+STABILITY: SURFACE MOTION
 QK0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0904+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 QK0904
 QK0904  HISTORY     - Date     Condition        Report By
 QK0904  HISTORY     - 1991     MONUMENTED       MIDT
 QK0904  HISTORY     - 19960812 GOOD             USPSQD
 QK0904  HISTORY     - 20030903 GOOD             WOOLPT
 QK0904  HISTORY     - 20230703 GOOD             MIDT
 QK0904
 QK0904                          STATION DESCRIPTION
 QK0904
 QK0904'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0904'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0904'SECTION 15, T-31-N, R-4-W, ELMIRA TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0904'MAP.  IT IS ABOUT 18-1/4 MILES NORTHEAST FROM MANCELONA, 9-1/2 MILES
 QK0904'SOUTHEAST FROM BOYNE FALLS, 6 MILES (9.7 KM) WEST FROM GAYLORD AND ON
 QK0904'COUNTY ROAD RIGHT-OF-WAY.
 QK0904'
 QK0904'TO REACH FROM THE JUNCTION OF INTERSTATE I-75 AND STATE ROUTE M-32 AT
 QK0904'THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 4.4 MI (7.1 KM)  TO A
 QK0904'CURVE NORTH.  CONTINUE NORTH ON M-32 FOR 2.1 MI (3.4 KM)  TO A CURVE
 QK0904'BACK WEST AND HALLOCK ROAD ON RIGHT.  GO NORTH ON HALLOCK ROAD FOR
 QK0904'0.9 MI (1.4 KM)  TO A CROSSROAD, PARMATER RD AND THE STATION SET IN
 QK0904'THE NORTHWEST QUADRANT OF THIS INTERSECTION.
 QK0904'
 QK0904'STATION IS 40 FT (12.2 MT) NORTH OF CENTER OF PARMATER RD, 29 FT
 QK0904'(8.8 MT) WEST OF CENTER OF HALLOCK RD, 17 FT (5.2 MT) NORTHEAST OF A
 QK0904'UTILITY POLE AND 2 FT (0.6 MT) EAST FROM A METAL WITNESS POST WITH
 QK0904'SIGN.
 QK0904
 QK0904                          STATION RECOVERY (1996)
 QK0904
 QK0904'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0904'RECOVERED IN GOOD CONDITION.
 QK0904
 QK0904                          STATION RECOVERY (2003)
 QK0904
 QK0904'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 QK0904'RECOVERED IN GOOD CONDITION.
 QK0904
 QK0904                          STATION RECOVERY (2023)
 QK0904
 QK0904'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0904'NO LONGER HAS A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0604 ***********************************************************************
 NF0604  DESIGNATION -  696
 NF0604  PID         -  NF0604
 NF0604  STATE/COUNTY-  MI/ALLEGAN
 NF0604  COUNTRY     -  US
 NF0604  USGS QUAD   -  OTSEGO (2017)
 NF0604
 NF0604                         *CURRENT SURVEY CONTROL
 NF0604  ______________________________________________________________________
 NF0604* NAD 83(1986) POSITION- 42 27 46.     (N) 085 41 47.     (W)   SCALED
 NF0604* NAVD 88 ORTHO HEIGHT -   211.627 (meters)      694.31  (feet) ADJUSTED
 NF0604  ______________________________________________________________________
 NF0604  GEOID HEIGHT    -        -33.145 (meters)                     GEOID18
 NF0604  DYNAMIC HEIGHT  -        211.566 (meters)      694.11  (feet) COMP
 NF0604  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 NF0604
 NF0604  VERT ORDER      -  SECOND    CLASS 0
 NF0604
 NF0604.The horizontal coordinates were scaled from a map and have
 NF0604.an estimated accuracy of +/- 6 seconds.
 NF0604
 NF0604.The orthometric height was determined by differential leveling and
 NF0604.adjusted by the NATIONAL GEODETIC SURVEY
 NF0604.in June 1991.
 NF0604
 NF0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0604.GEOID18 height accuracy estimate available here.
 NF0604
 NF0604.Click photographs - Photos may exist for this station.
 NF0604
 NF0604.The dynamic height is computed by dividing the NAVD 88
 NF0604.geopotential number by the normal gravity value computed on the
 NF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0604.degrees latitude (g = 980.6199 gals.).
 NF0604
 NF0604.The modeled gravity was interpolated from observed gravity values.
 NF0604
 NF0604;                    North         East    Units  Estimated Accuracy
 NF0604;SPC MI S     -   107,810.    3,890,650.      MT  (+/- 180 meters Scaled)
 NF0604
 NF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN071019(NAD 83)
 NF0604
 NF0604                          SUPERSEDED SURVEY CONTROL
 NF0604
 NF0604  NGVD 29 (??/??/92)  211.759  (m)          694.75   (f) ADJ UNCH    2 0
 NF0604
 NF0604.Superseded values are not recommended for survey control.
 NF0604
 NF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0604.See file dsdata.pdf to determine how the superseded data were derived.
 NF0604
 NF0604_MARKER: P = PIPE CAP
 NF0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0604_STAMPING: MICH 696
 NF0604_MARK LOGO: USGS
 NF0604_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0604+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 NF0604
 NF0604  HISTORY     - Date     Condition        Report By
 NF0604  HISTORY     - 1915     MONUMENTED       USGS
 NF0604  HISTORY     - 1948     GOOD             CGS
 NF0604  HISTORY     - 1976     GOOD             MIDH
 NF0604  HISTORY     - 1984     GOOD             USPSQD
 NF0604  HISTORY     - 1985     GOOD             NGS
 NF0604  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0604  HISTORY     - 19971011 POOR             USPSQD
 NF0604  HISTORY     - 20031102 GOOD             USPSQD
 NF0604  HISTORY     - 20060318 GOOD             USPSQD
 NF0604
 NF0604                          STATION DESCRIPTION
 NF0604
 NF0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0604'AT OTSEGO.
 NF0604'AT OTSEGO, ABOUT 0.15 MILE NORTH ALONG A BLACK TOP STREET FROM
 NF0604'THE STATE BANK BUILDING AND JUNCTION OF STATE HIGHWAY 89, AT THE
 NF0604'NORTH END OF A CONCRETE AND STEEL BRIDGE OVER KALAMAZOO RIVER,
 NF0604'20 FEET WEST OF THE CENTER LINE OF THE STREET, 7 FEET
 NF0604'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH END POST
 NF0604'OF THE STEEL RAIL, 6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 NF0604'SIDE WALK, AND ABOUT 4 1/2 INCHES BELOW THE SURFACE OF THE WALK.
 NF0604'A CONCRETE WALK WAS BUILT AFTER MARK HAD BEEN SET.  A 4-INCH
 NF0604'PIPE WAS PLACED OVER MARK AND EXTENDS TO THE SURFACE OF CONCRETE
 NF0604'WALK WHICH NOW GIVES ACCESS TO MARK.
 NF0604
 NF0604                          STATION RECOVERY (1976)
 NF0604
 NF0604'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1984)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1985)
 NF0604
 NF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1989)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0604'MARK NOT FOUND.
 NF0604
 NF0604                          STATION RECOVERY (1997)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0604'MARK RECOVERED IN POOR CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (2003)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (2006)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0604'RESET IN NEW BRIDGE IN 1998
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6781 ***********************************************************************
 AA6781  DESIGNATION -  7 1
 AA6781  PID         -  AA6781
 AA6781  STATE/COUNTY-  MI/WAYNE
 AA6781  COUNTRY     -  US
 AA6781  USGS QUAD   -  DENTON (2017)
 AA6781
 AA6781                         *CURRENT SURVEY CONTROL
 AA6781  ______________________________________________________________________
 AA6781* NAD 83(2011) POSITION- 42 20 08.94276(N) 083 30 51.00936(W)   ADJUSTED
 AA6781* NAD 83(2011) ELLIP HT-   188.505 (meters)        (06/27/12)   ADJUSTED
 AA6781* NAD 83(2011) EPOCH   -  2010.00
 AA6781* NAVD 88 ORTHO HEIGHT -   222.5   (meters)      730.    (feet) GPS OBS
 AA6781  ______________________________________________________________________
 AA6781  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6781  GEOID HEIGHT    -         -33.90 (meters)                     GEOID93
 AA6781  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 AA6781  NAD 83(2011) X  -    533,396.347 (meters)                     COMP
 AA6781  NAD 83(2011) Y  - -4,691,875.411 (meters)                     COMP
 AA6781  NAD 83(2011) Z  -  4,273,377.857 (meters)                     COMP
 AA6781  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 AA6781
 AA6781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6781  Standards:
 AA6781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6781  -------------------------------------------------------------------
 AA6781  NETWORK    0.65   0.69           0.31   0.20   0.35     -0.03513411
 AA6781  -------------------------------------------------------------------
 AA6781  Click here for local accuracies and other accuracy information.
 AA6781
 AA6781.The horizontal coordinates were established by GPS observations
 AA6781.and adjusted by the National Geodetic Survey in June 2012.
 AA6781
 AA6781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6781.been affixed to the stable North American tectonic plate. See 
 AA6781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6781
 AA6781.The horizontal coordinates are valid at the epoch date displayed above
 AA6781.which is a decimal equivalence of Year/Month/Day.
 AA6781
 AA6781.The orthometric height was determined by GPS observations and a
 AA6781.high-resolution geoid model.
 AA6781
 AA6781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6781.GEOID18 height accuracy estimate available here.
 AA6781
 AA6781.Click photographs - Photos may exist for this station.
 AA6781
 AA6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6781
 AA6781.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6781
 AA6781.The ellipsoidal height was determined by GPS observations
 AA6781.and is referenced to NAD 83.
 AA6781
 AA6781. The following values were computed from the NAD 83(2011) position.
 AA6781
 AA6781;                    North         East     Units Scale Factor Converg.
 AA6781;SPC MI S     -    93,196.604 4,070,252.945   MT  0.99995251   +0 34 48.5
 AA6781;SPC MI S     -   305,763.14 13,353,848.24   iFT  0.99995251   +0 34 48.5
 AA6781;UTM  17      - 4,690,124.310   292,874.550   MT  1.00012788   -1 41 37.8
 AA6781
 AA6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6781!SPC MI S     -   0.99997044  x   0.99995251  =   0.99992295
 AA6781!UTM  17      -   0.99997044  x   1.00012788  =   1.00009831
 AA6781
 AA6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9287490124(NAD 83)
 AA6781
 AA6781                          SUPERSEDED SURVEY CONTROL
 AA6781
 AA6781  NAD 83(2007)-  42 20 08.94294(N)    083 30 51.01014(W) AD(2002.00) 0
 AA6781  ELLIP H (02/10/07)  188.504  (m)                       GP(2002.00)    
 AA6781  ELLIP H (07/12/02)  188.529  (m)                       GP(       ) 4 1
 AA6781  NAD 83(1994)-  42 20 08.94283(N)    083 30 51.00964(W) AD(       ) 1
 AA6781  ELLIP H (02/03/97)  188.588  (m)                       GP(       ) 4 1
 AA6781  NAD 83(1986)-  42 20 08.94719(N)    083 30 51.03756(W) AD(       ) 1
 AA6781
 AA6781.Superseded values are not recommended for survey control.
 AA6781
 AA6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6781.See file dsdata.pdf to determine how the superseded data were derived.
 AA6781
 AA6781_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6781_STAMPING: 7-1 1994
 AA6781_MARK LOGO: MI-163
 AA6781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6781+STABILITY: SURFACE MOTION
 AA6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6781+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6781
 AA6781  HISTORY     - Date     Condition        Report By
 AA6781  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6781
 AA6781                          STATION DESCRIPTION
 AA6781
 AA6781'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6781'STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH AND 5 MILESWEST OF
 AA6781'PLYMOUTH, MICHIGAN ON WARREN ROAD ABOUT 1/2 MILE WEST OF BECK ROAD. TO
 AA6781'REACH FROM THE INTERSECTION OF M-153 (FORD ROAD) AND BECK ROAD PROCEED
 AA6781'NORTH ON BECK ROAD FOR 1.0 MILESTO WARREN ROAD,  THENCE GO WEST 0.3
 AA6781'MILESTO LYNDHURST ROAD AND THE STATION IN THE NORTHWEST QUADRANT. THE
 AA6781'STATION IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN A 12 INCH DIAMETER
 AA6781'CONCRETE MONUMENT.  CENTERLINE OF WARREN ROAD IS S 0 E, 33.85 FEET,
 AA6781'CENTERLINE OF LYNDHURST ROAD IS N 90 E, 83.60 FEET, THE CENTERLINE OF
 AA6781'A MANHOLE LIES N 0 W, 23.01 FEET, THE CENTERLINE OF A CATCHBASIN LIES
 AA6781'N 45 W, 11.96 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6767 ***********************************************************************
 AA6767  DESIGNATION -  7 2
 AA6767  PID         -  AA6767
 AA6767  STATE/COUNTY-  MI/WAYNE
 AA6767  COUNTRY     -  US
 AA6767  USGS QUAD   -  DENTON (2017)
 AA6767
 AA6767                         *CURRENT SURVEY CONTROL
 AA6767  ______________________________________________________________________
 AA6767* NAD 83(2011) POSITION- 42 20 09.27283(N) 083 30 17.65986(W)   ADJUSTED
 AA6767* NAD 83(2011) ELLIP HT-   183.062 (meters)        (06/27/12)   ADJUSTED
 AA6767* NAD 83(2011) EPOCH   -  2010.00
 AA6767* NAVD 88 ORTHO HEIGHT -   217.108 (meters)      712.30  (feet) ADJUSTED
 AA6767  ______________________________________________________________________
 AA6767  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 AA6767  NAD 83(2011) X  -    534,153.706 (meters)                     COMP
 AA6767  NAD 83(2011) Y  - -4,691,778.296 (meters)                     COMP
 AA6767  NAD 83(2011) Z  -  4,273,381.720 (meters)                     COMP
 AA6767  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 AA6767  DYNAMIC HEIGHT  -        217.043 (meters)      712.08  (feet) COMP
 AA6767  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 AA6767
 AA6767  VERT ORDER      -  SECOND    CLASS I
 AA6767
 AA6767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6767  Standards:
 AA6767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6767  -------------------------------------------------------------------
 AA6767  NETWORK    0.58   0.63           0.27   0.19   0.32      0.01278570
 AA6767  -------------------------------------------------------------------
 AA6767  Click here for local accuracies and other accuracy information.
 AA6767
 AA6767.The horizontal coordinates were established by GPS observations
 AA6767.and adjusted by the National Geodetic Survey in June 2012.
 AA6767
 AA6767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6767.been affixed to the stable North American tectonic plate. See 
 AA6767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6767
 AA6767.The horizontal coordinates are valid at the epoch date displayed above
 AA6767.which is a decimal equivalence of Year/Month/Day.
 AA6767
 AA6767.The orthometric height was determined by differential leveling and
 AA6767.adjusted by the NATIONAL GEODETIC SURVEY
 AA6767.in July 2007.
 AA6767
 AA6767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6767.GEOID18 height accuracy estimate available here.
 AA6767
 AA6767.Click photographs - Photos may exist for this station.
 AA6767
 AA6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6767
 AA6767.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6767
 AA6767.The ellipsoidal height was determined by GPS observations
 AA6767.and is referenced to NAD 83.
 AA6767
 AA6767.The dynamic height is computed by dividing the NAVD 88
 AA6767.geopotential number by the normal gravity value computed on the
 AA6767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6767.degrees latitude (g = 980.6199 gals.).
 AA6767
 AA6767.The modeled gravity was interpolated from observed gravity values.
 AA6767
 AA6767. The following values were computed from the NAD 83(2011) position.
 AA6767
 AA6767;                    North         East     Units Scale Factor Converg.
 AA6767;SPC MI S     -    93,214.560 4,071,016.225   MT  0.99995250   +0 35 11.2
 AA6767;SPC MI S     -   305,822.05 13,356,352.44   iFT  0.99995250   +0 35 11.2
 AA6767;UTM  17      - 4,690,111.963   293,638.074   MT  1.00012399   -1 41 15.3
 AA6767
 AA6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6767!SPC MI S     -   0.99997129  x   0.99995250  =   0.99992379
 AA6767!UTM  17      -   0.99997129  x   1.00012399  =   1.00009528
 AA6767
 AA6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9363890111(NAD 83)
 AA6767
 AA6767                          SUPERSEDED SURVEY CONTROL
 AA6767
 AA6767  NAD 83(2007)-  42 20 09.27301(N)    083 30 17.66065(W) AD(2002.00) 0
 AA6767  ELLIP H (02/10/07)  183.060  (m)                       GP(2002.00)    
 AA6767  ELLIP H (07/12/02)  183.086  (m)                       GP(       ) 4 1
 AA6767  NAD 83(1994)-  42 20 09.27290(N)    083 30 17.66015(W) AD(       ) 1
 AA6767  ELLIP H (02/03/97)  183.146  (m)                       GP(       ) 4 1
 AA6767  NAD 83(1986)-  42 20 09.27718(N)    083 30 17.68811(W) AD(       ) 1
 AA6767  NAVD 88 (07/20/95)  217.1    (m)  GEOID93  model used  GPS OBS        
 AA6767
 AA6767.Superseded values are not recommended for survey control.
 AA6767
 AA6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6767.See file dsdata.pdf to determine how the superseded data were derived.
 AA6767
 AA6767_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6767_STAMPING: 7-2 1994
 AA6767_MARK LOGO: MI-163
 AA6767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6767+STABILITY: SURFACE MOTION
 AA6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6767+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2008
 AA6767
 AA6767  HISTORY     - Date     Condition        Report By
 AA6767  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6767  HISTORY     - 20011212 GOOD             INDIV
 AA6767  HISTORY     - 20021212 GOOD             INDIV
 AA6767  HISTORY     - 20060508 GOOD             MIDT
 AA6767  HISTORY     - 20080912 GOOD             SPICE
 AA6767
 AA6767                          STATION DESCRIPTION
 AA6767
 AA6767'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6767'STATION IS LOCATED APPROXIMATELY 2.5 MILESSOUTHWEST OF PLYMOUTH,
 AA6767'MICHIGAN ON WARREN ROAD JUST EAST OF BECK ROAD. TO REACH FROM THE
 AA6767'INTERSECTION OF M-153 (FORD ROAD) AND BECK ROAD PROCEED NORTH ON BECK
 AA6767'ROAD 1.0 MILESTO WARREN ROAD, THENCE EAST 0.15 MILESTO BRIARGATE ROAD
 AA6767'AND THE MONUMENT ON THE RIGHT. THE STATION IS A BRASS 'WAYNE COUNTY
 AA6767'REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6767'FLUSH WITH THE GROUND.  THE CENTERLINE OF WARREN ROAD IS N 0 W, 47.2
 AA6767'FEET,  THE CENTERLINE OF BRIARGATE ROAD IS N 90 E, 25.71 FEET,  A
 AA6767'MANHOLE LIES S 85 W, 17.21 FEET,   A LIGHT POLE IS S 10 E, 17.25 FEET.
 AA6767
 AA6767                          STATION RECOVERY (2001)
 AA6767
 AA6767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6767'RECOVERED IN GOOD CONDITION.
 AA6767
 AA6767                          STATION RECOVERY (2002)
 AA6767
 AA6767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6767'RECOVERED IN GOOD CONDITION.
 AA6767
 AA6767                          STATION RECOVERY (2006)
 AA6767
 AA6767'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6767'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AA6767'LOCATED 1.0 METERS (3.3 FEET) SOUTH OF A CARSONITE WITNESS POST.
 AA6767
 AA6767                          STATION RECOVERY (2008)
 AA6767
 AA6767'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008
 AA6767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6786 ***********************************************************************
 AA6786  DESIGNATION -  7 3
 AA6786  PID         -  AA6786
 AA6786  STATE/COUNTY-  MI/WAYNE
 AA6786  COUNTRY     -  US
 AA6786  USGS QUAD   -  WAYNE (2017)
 AA6786
 AA6786                         *CURRENT SURVEY CONTROL
 AA6786  ______________________________________________________________________
 AA6786* NAD 83(2011) POSITION- 42 18 18.25081(N) 083 29 13.93289(W)   ADJUSTED
 AA6786* NAD 83(2011) ELLIP HT-   176.269 (meters)        (06/27/12)   ADJUSTED
 AA6786* NAD 83(2011) EPOCH   -  2010.00
 AA6786* NAVD 88 ORTHO HEIGHT -   210.4   (meters)      690.    (feet) GPS OBS
 AA6786  ______________________________________________________________________
 AA6786  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6786  GEOID HEIGHT    -         -34.01 (meters)                     GEOID93
 AA6786  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 AA6786  NAD 83(2011) X  -    535,864.279 (meters)                     COMP
 AA6786  NAD 83(2011) Y  - -4,693,899.630 (meters)                     COMP
 AA6786  NAD 83(2011) Z  -  4,270,844.196 (meters)                     COMP
 AA6786  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AA6786
 AA6786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6786  Standards:
 AA6786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6786  -------------------------------------------------------------------
 AA6786  NETWORK    0.59   0.63           0.28   0.18   0.32     -0.01157029
 AA6786  -------------------------------------------------------------------
 AA6786  Click here for local accuracies and other accuracy information.
 AA6786
 AA6786.The horizontal coordinates were established by GPS observations
 AA6786.and adjusted by the National Geodetic Survey in June 2012.
 AA6786
 AA6786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6786.been affixed to the stable North American tectonic plate. See 
 AA6786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6786
 AA6786.The horizontal coordinates are valid at the epoch date displayed above
 AA6786.which is a decimal equivalence of Year/Month/Day.
 AA6786
 AA6786.The orthometric height was determined by GPS observations and a
 AA6786.high-resolution geoid model.
 AA6786
 AA6786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6786.GEOID18 height accuracy estimate available here.
 AA6786
 AA6786.Click photographs - Photos may exist for this station.
 AA6786
 AA6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6786
 AA6786.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6786
 AA6786.The ellipsoidal height was determined by GPS observations
 AA6786.and is referenced to NAD 83.
 AA6786
 AA6786. The following values were computed from the NAD 83(2011) position.
 AA6786
 AA6786;                    North         East     Units Scale Factor Converg.
 AA6786;SPC MI S     -    89,804.354 4,072,510.740   MT  0.99995776   +0 35 54.6
 AA6786;SPC MI S     -   294,633.71 13,361,255.71   iFT  0.99995776   +0 35 54.6
 AA6786;UTM  17      - 4,686,644.579   294,996.349   MT  1.00011712   -1 40 28.8
 AA6786
 AA6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6786!SPC MI S     -   0.99997236  x   0.99995776  =   0.99993012
 AA6786!UTM  17      -   0.99997236  x   1.00011712  =   1.00008947
 AA6786
 AA6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9499686644(NAD 83)
 AA6786
 AA6786                          SUPERSEDED SURVEY CONTROL
 AA6786
 AA6786  NAD 83(2007)-  42 18 18.25099(N)    083 29 13.93368(W) AD(2002.00) 0
 AA6786  ELLIP H (02/10/07)  176.268  (m)                       GP(2002.00)    
 AA6786  ELLIP H (07/12/02)  176.294  (m)                       GP(       ) 4 1
 AA6786  NAD 83(1994)-  42 18 18.25088(N)    083 29 13.93312(W) AD(       ) 1
 AA6786  ELLIP H (02/03/97)  176.352  (m)                       GP(       ) 4 1
 AA6786  NAD 83(1986)-  42 18 18.25530(N)    083 29 13.96110(W) AD(       ) 1
 AA6786
 AA6786.Superseded values are not recommended for survey control.
 AA6786
 AA6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6786.See file dsdata.pdf to determine how the superseded data were derived.
 AA6786
 AA6786_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6786_STAMPING: 7-3 1994
 AA6786_MARK LOGO: MI-163
 AA6786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6786+STABILITY: SURFACE MOTION
 AA6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6786+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6786
 AA6786  HISTORY     - Date     Condition        Report By
 AA6786  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6786  HISTORY     - 20091215 POOR             MCA
 AA6786
 AA6786                          STATION DESCRIPTION
 AA6786
 AA6786'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6786'STATION IS LOCATED APPROXIMATELY 5 MILESSOUTH AND 2 MILESWEST OF
 AA6786'PLYMOUTH, MICHIGAN NEAR THE INTERSECTION OF CANTON CENTER ROAD AND
 AA6786'CHERRY HILL ROAD. TO REACH FROM THE INTERSECTION OF M-153 (FORD ROAD)
 AA6786'AND CANTON CENTER ROAD PROCEED SOUTH ON CANTON CENTER ROAD FOR 1.15
 AA6786'MILESTO THE STATION ON THE RIGHT. THE STATION IS A BRASS 'WAYNE COUNTY
 AA6786'REMON' CAP SET IN A 12 DIAMETER CONCRETE MONUMENT.  CANTON CENTER ROAD
 AA6786'IS N 90 E, 44.39 FEET,  THE EAST EDGE OF A WALK LIES N 90 W, 11.05
 AA6786'FEET,  THE CENTERLINE OF A MANHOLE LIES N 5 E, 20.81 FEET,  THE
 AA6786'CENTERLINE OF A MANHOLE LIES S 5 E, 89.51 FEET.  A MUFFLER SHOP IS
 AA6786'JUST TO THE NORTH ON THE OPPOSITE SIDE OF CANTON CENTER ROAD.
 AA6786
 AA6786                          STATION RECOVERY (2009)
 AA6786
 AA6786'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2009 (CCM)
 AA6786'STAKED TO THE PUBLISHED POSITION USING  A NTRIP ROVER AND EXCAVATED TO
 AA6786'A DEPTH OF 1.4 FEET.  FOUND WHAT APPEARS TO BE A BROKEN CONCRETE
 AA6786'MONUMENT BASE WITH A SMALL DIVOT IN THE CENTER THAT APPEARS TO BE FROM
 AA6786'THE STEM OF THE MISSING BRASS CAP.  THE BROKEN CONCRETE MONUMENT
 AA6786'CHECKS WITH THE 1994 STATION DESCRIPTION WITNESS TIES.  THE MARK MAY
 AA6786'HAVE BEEN DAMAGED WHEN THE SUBDIVISION TO THE WEST OF THE STATION WAS
 AA6786'CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6787 ***********************************************************************
 AA6787  DESIGNATION -  7 4
 AA6787  PID         -  AA6787
 AA6787  STATE/COUNTY-  MI/WAYNE
 AA6787  COUNTRY     -  US
 AA6787  USGS QUAD   -  WAYNE (2017)
 AA6787
 AA6787                         *CURRENT SURVEY CONTROL
 AA6787  ______________________________________________________________________
 AA6787* NAD 83(2011) POSITION- 42 17 49.54779(N) 083 29 12.94340(W)   ADJUSTED
 AA6787* NAD 83(2011) ELLIP HT-   174.646 (meters)        (06/27/12)   ADJUSTED
 AA6787* NAD 83(2011) EPOCH   -  2010.00
 AA6787* NAVD 88 ORTHO HEIGHT -   208.8   (meters)      685.    (feet) GPS OBS
 AA6787  ______________________________________________________________________
 AA6787  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6787  GEOID HEIGHT    -         -34.03 (meters)                     GEOID93
 AA6787  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 AA6787  NAD 83(2011) X  -    535,954.274 (meters)                     COMP
 AA6787  NAD 83(2011) Y  - -4,694,488.096 (meters)                     COMP
 AA6787  NAD 83(2011) Z  -  4,270,188.050 (meters)                     COMP
 AA6787  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 AA6787
 AA6787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6787  Standards:
 AA6787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6787  -------------------------------------------------------------------
 AA6787  NETWORK    0.77   0.76           0.36   0.25   0.39     -0.03303216
 AA6787  -------------------------------------------------------------------
 AA6787  Click here for local accuracies and other accuracy information.
 AA6787
 AA6787.The horizontal coordinates were established by GPS observations
 AA6787.and adjusted by the National Geodetic Survey in June 2012.
 AA6787
 AA6787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6787.been affixed to the stable North American tectonic plate. See 
 AA6787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6787
 AA6787.The horizontal coordinates are valid at the epoch date displayed above
 AA6787.which is a decimal equivalence of Year/Month/Day.
 AA6787
 AA6787.The orthometric height was determined by GPS observations and a
 AA6787.high-resolution geoid model.
 AA6787
 AA6787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6787.GEOID18 height accuracy estimate available here.
 AA6787
 AA6787.Click photographs - Photos may exist for this station.
 AA6787
 AA6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6787
 AA6787.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6787
 AA6787.The ellipsoidal height was determined by GPS observations
 AA6787.and is referenced to NAD 83.
 AA6787
 AA6787. The following values were computed from the NAD 83(2011) position.
 AA6787
 AA6787;                    North         East     Units Scale Factor Converg.
 AA6787;SPC MI S     -    88,919.035 4,072,542.654   MT  0.99995916   +0 35 55.3
 AA6787;SPC MI S     -   291,729.12 13,361,360.41   iFT  0.99995916   +0 35 55.3
 AA6787;UTM  17      - 4,685,758.550   294,993.124   MT  1.00011714   -1 40 27.2
 AA6787
 AA6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6787!SPC MI S     -   0.99997261  x   0.99995916  =   0.99993177
 AA6787!UTM  17      -   0.99997261  x   1.00011714  =   1.00008975
 AA6787
 AA6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9499385758(NAD 83)
 AA6787
 AA6787                          SUPERSEDED SURVEY CONTROL
 AA6787
 AA6787  NAD 83(2007)-  42 17 49.54801(N)    083 29 12.94416(W) AD(2002.00) 0
 AA6787  ELLIP H (02/10/07)  174.645  (m)                       GP(2002.00)    
 AA6787  ELLIP H (07/12/02)  174.678  (m)                       GP(       ) 4 1
 AA6787  NAD 83(1994)-  42 17 49.54782(N)    083 29 12.94379(W) AD(       ) 1
 AA6787  ELLIP H (02/03/97)  174.727  (m)                       GP(       ) 4 1
 AA6787  NAD 83(1986)-  42 17 49.55281(N)    083 29 12.97184(W) AD(       ) 1
 AA6787
 AA6787.Superseded values are not recommended for survey control.
 AA6787
 AA6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6787.See file dsdata.pdf to determine how the superseded data were derived.
 AA6787
 AA6787_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6787_STAMPING: 7-4 1994
 AA6787_MARK LOGO: MI-163
 AA6787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6787+STABILITY: SURFACE MOTION
 AA6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6787+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2009
 AA6787
 AA6787  HISTORY     - Date     Condition        Report By
 AA6787  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6787  HISTORY     - 20021212 GOOD             INDIV
 AA6787  HISTORY     - 20040301 GOOD             INDIV
 AA6787  HISTORY     - 20061031 GOOD             INDIV
 AA6787  HISTORY     - 20071227 GOOD             INDIV
 AA6787  HISTORY     - 20091215 GOOD             MCA
 AA6787  HISTORY     - 20091221 GOOD             INDIV
 AA6787
 AA6787                          STATION DESCRIPTION
 AA6787
 AA6787'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6787'STATION IS LOCATED 6 MILESSOUTH AND 2 MILESWEST OF PLYMOUTH, MICHIGAN
 AA6787'ON CANTON CENTER ROAD ABOUT 1/2 MILE SOUTH OF CHERRY HILL ROAD. TO
 AA6787'REACH FROM  THE INTERSECTION OF M-153 (FORD ROAD) AND CANTON CENTER
 AA6787'ROAD  PROCEED SOUTH 1.75 MILESTO THE STATION ON THE RIGHT AND BEING
 AA6787'EAST OF THE NORTHEAST CORNER OF THE CANTON PUBLIC LIBRARY. THE STATION
 AA6787'IS A BRASS 'WAYNE COUNTY REMON' CAP SET IN A 12 INCH DIAMETER CONCRETE
 AA6787'MONUMENT.  THE CENTERLINE OF CANTON CENTER ROAD IS N 90 E, 67.95 FEET,
 AA6787'A FIRE HYDRANT IS N 85 W, 76.10 FEET,  A 4 INCH TREE IS S 45 W, 59.28
 AA6787'FEET,  A 4 INCH TREE IS S 5 W, 56.50 FEET.
 AA6787
 AA6787                          STATION RECOVERY (2002)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
 AA6787
 AA6787                          STATION RECOVERY (2004)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
 AA6787
 AA6787                          STATION RECOVERY (2006)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
 AA6787
 AA6787                          STATION RECOVERY (2007)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
 AA6787
 AA6787                          STATION RECOVERY (2009)
 AA6787
 AA6787'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2009 (CCM)
 AA6787'ADDITIONAL TIES TO THE STATION ARE AS FOLLOWS--
 AA6787'THE CENTER OF A DETROIT EDISON ELECTRIC MANHOLE IS S 45 W, 17.3 FEET,
 AA6787'THE WEST EDGE OF A CONCRETE SIDEWALK IS N 90 E, 6.0 FEET, A CARSONITE
 AA6787'WITNESS POST WAS SET 1.0 FOOT WEST OF SAID STATION.
 AA6787
 AA6787                          STATION RECOVERY (2009)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0279 ***********************************************************************
 MC0279  DESIGNATION -  7 DTSRR
 MC0279  PID         -  MC0279
 MC0279  STATE/COUNTY-  MI/MONROE
 MC0279  COUNTRY     -  US
 MC0279  USGS QUAD   -  ERIE (2017)
 MC0279
 MC0279                         *CURRENT SURVEY CONTROL
 MC0279  ______________________________________________________________________
 MC0279* NAD 83(1986) POSITION- 41 45 43.     (N) 083 29 42.     (W)   SCALED
 MC0279* NAVD 88 ORTHO HEIGHT -   178.001 (meters)      583.99  (feet) ADJUSTED
 MC0279  ______________________________________________________________________
 MC0279  GEOID HEIGHT    -        -35.358 (meters)                     GEOID18
 MC0279  DYNAMIC HEIGHT  -        177.934 (meters)      583.77  (feet) COMP
 MC0279  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 MC0279
 MC0279  VERT ORDER      -  FIRST     CLASS I
 MC0279
 MC0279.The horizontal coordinates were scaled from a map and have
 MC0279.an estimated accuracy of +/- 6 seconds.
 MC0279
 MC0279.The orthometric height was determined by differential leveling and
 MC0279.adjusted by the NATIONAL GEODETIC SURVEY
 MC0279.in June 1991.
 MC0279
 MC0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0279.GEOID18 height accuracy estimate available here.
 MC0279
 MC0279.Click photographs - Photos may exist for this station.
 MC0279
 MC0279.The dynamic height is computed by dividing the NAVD 88
 MC0279.geopotential number by the normal gravity value computed on the
 MC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0279.degrees latitude (g = 980.6199 gals.).
 MC0279
 MC0279.The modeled gravity was interpolated from observed gravity values.
 MC0279
 MC0279;                    North         East    Units  Estimated Accuracy
 MC0279;SPC MI S     -    29,470.    4,072,490.      MT  (+/- 180 meters Scaled)
 MC0279
 MC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG925263(NAD 83)
 MC0279
 MC0279                          SUPERSEDED SURVEY CONTROL
 MC0279
 MC0279  NGVD 29 (??/??/92)  178.179  (m)          584.58   (f) ADJ UNCH    1 1
 MC0279
 MC0279.Superseded values are not recommended for survey control.
 MC0279
 MC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0279.See file dsdata.pdf to determine how the superseded data were derived.
 MC0279
 MC0279_MARKER: DD = SURVEY DISK
 MC0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0279_SP_SET: CULVERT
 MC0279_STAMPING: BENCH MARK ELEV NO 7 USC AND G 1899
 MC0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0279
 MC0279  HISTORY     - Date     Condition        Report By
 MC0279  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0279  HISTORY     - 1968     GOOD             CGS
 MC0279  HISTORY     - 1973     GOOD             NGS
 MC0279
 MC0279                          STATION DESCRIPTION
 MC0279
 MC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0279'11.7 MI SW FROM MONROE.
 MC0279'ABOUT 11.7 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0279'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.2 MILE
 MC0279'SOUTHWEST OF THE CROSSING OF DEAN ROAD, ALONG THE DETROIT AND
 MC0279'TOLEDO SHORE LINE RAILROAD, ABOUT 75 YARDS EAST OF THE PENN
 MC0279'CENTRAL RAILROAD, SET ON THE TOP OF THE SOUTHWEST END OFF THE
 MC0279'SOUTHEAST HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT UNDER THE
 MC0279'D AND T SL RR AND FOR FLAT CREEK, 6.7 FEET SOUTHEAST OF THE
 MC0279'SOUTHEAST RAIL OF THE D AND T SL RR (NORTHBOUND TRACK), 2.1
 MC0279'FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 1 1/2
 MC0279'FEET BELOW THE LEVEL OF THE TRACK.  SEC 29, T 8 S, R 8 E.
 MC0279
 MC0279                          STATION RECOVERY (1973)
 MC0279
 MC0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0491 ***********************************************************************
 OJ0491  DESIGNATION -  7 KEE
 OJ0491  PID         -  OJ0491
 OJ0491  STATE/COUNTY-  MI/HURON
 OJ0491  COUNTRY     -  US
 OJ0491  USGS QUAD   -  CASEVILLE (2017)
 OJ0491
 OJ0491                         *CURRENT SURVEY CONTROL
 OJ0491  ______________________________________________________________________
 OJ0491* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 30.     (W)   SCALED
 OJ0491* NAVD 88 ORTHO HEIGHT -   181.413 (meters)      595.19  (feet) ADJUSTED
 OJ0491  ______________________________________________________________________
 OJ0491  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 OJ0491  DYNAMIC HEIGHT  -        181.385 (meters)      595.09  (feet) COMP
 OJ0491  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0491
 OJ0491  VERT ORDER      -  FIRST     CLASS 0
 OJ0491
 OJ0491.The horizontal coordinates were scaled from a map and have
 OJ0491.an estimated accuracy of +/- 6 seconds.
 OJ0491
 OJ0491.The orthometric height was determined by differential leveling and
 OJ0491.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0491.in June 1991.
 OJ0491
 OJ0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0491.GEOID18 height accuracy estimate available here.
 OJ0491
 OJ0491.Click photographs - Photos may exist for this station.
 OJ0491
 OJ0491.The dynamic height is computed by dividing the NAVD 88
 OJ0491.geopotential number by the normal gravity value computed on the
 OJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0491.degrees latitude (g = 980.6199 gals.).
 OJ0491
 OJ0491.The modeled gravity was interpolated from observed gravity values.
 OJ0491
 OJ0491;                    North         East    Units  Estimated Accuracy
 OJ0491;SPC MI S     -   272,170.    4,087,640.      MT  (+/- 180 meters Scaled)
 OJ0491
 OJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174682(NAD 83)
 OJ0491
 OJ0491                          SUPERSEDED SURVEY CONTROL
 OJ0491
 OJ0491  NGVD 29 (??/??/92)  181.556  (m)          595.66   (f) ADJ UNCH    1 0
 OJ0491
 OJ0491.Superseded values are not recommended for survey control.
 OJ0491
 OJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0491.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0491
 OJ0491_MARKER: DD = SURVEY DISK
 OJ0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0491_SP_SET: BRIDGE
 OJ0491_STAMPING: 7 KEE 1969 595
 OJ0491_MARK LOGO: USGS
 OJ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0491+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 OJ0491
 OJ0491  HISTORY     - Date     Condition        Report By
 OJ0491  HISTORY     - 1969     MONUMENTED       USGS
 OJ0491  HISTORY     - 1976     GOOD             NOS
 OJ0491  HISTORY     - 20050628 GOOD             INDIV
 OJ0491
 OJ0491                          STATION DESCRIPTION
 OJ0491
 OJ0491'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0491'IN CASEVILLE.
 OJ0491'ON THE NORTHEAST CORNER OF THE HIGHWAY M25 BRIDGE OVER THE PIGEON
 OJ0491'RIVER, 28.2 FT. EAST CENTERLINE OF HIGHWAY, 3.2 FT. SOUTH OF NORTH
 OJ0491'END OF BRIDGE, AT SIDEWALK LEVEL AT EASTERN MOST EDGE OF BRIDGE, BEING
 OJ0491'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0491'CONCRETE.
 OJ0491
 OJ0491                          STATION RECOVERY (2005)
 OJ0491
 OJ0491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWM)
 OJ0491'MARK WAS RECOVERED AS DESCRIBED BY THE SPICER GROUP, INC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1693 ***********************************************************************
 RL1693  DESIGNATION -  7 WR RESET
 RL1693  PID         -  RL1693
 RL1693  STATE/COUNTY-  MI/ONTONAGON
 RL1693  COUNTRY     -  US
 RL1693  USGS QUAD   -  EWEN (2017)
 RL1693
 RL1693                         *CURRENT SURVEY CONTROL
 RL1693  ______________________________________________________________________
 RL1693* NAD 83(1986) POSITION- 46 32 05.     (N) 089 16 21.     (W)   SCALED
 RL1693* NAVD 88 ORTHO HEIGHT -   346.00  (meters)     1135.2   (feet) RESET
 RL1693  ______________________________________________________________________
 RL1693  GEOID HEIGHT    -        -31.801 (meters)                     GEOID18
 RL1693  VERT ORDER      -  THIRD
 RL1693
 RL1693.The horizontal coordinates were scaled from a map and have
 RL1693.an estimated accuracy of +/- 6 seconds.
 RL1693
 RL1693.The orthometric height was computed from unverified reset data.
 RL1693
 RL1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1693.GEOID18 height accuracy estimate available here.
 RL1693
 RL1693.Click photographs - Photos may exist for this station.
 RL1693
 RL1693;                    North         East    Units  Estimated Accuracy
 RL1693;SPC MI N     -   197,160.    7,825,710.      MT  (+/- 180 meters Scaled)
 RL1693
 RL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257559(NAD 83)
 RL1693
 RL1693                          SUPERSEDED SURVEY CONTROL
 RL1693
 RL1693  NGVD 29 (02/05/16)  346.03   (m)         1135.3    (f) RESET       3  
 RL1693
 RL1693.Superseded values are not recommended for survey control.
 RL1693
 RL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1693.See file dsdata.pdf to determine how the superseded data were derived.
 RL1693
 RL1693_MARKER: DD = SURVEY DISK
 RL1693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL1693_SP_SET: BRIDGE ABUTMENT
 RL1693_STAMPING: 7 WR RESET 1992
 RL1693_MARK LOGO: MIDT
 RL1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RL1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1693+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 RL1693
 RL1693  HISTORY     - Date     Condition        Report By
 RL1693  HISTORY     - 1992     MONUMENTED       MIDT
 RL1693  HISTORY     - 19920730 GOOD             MIDT
 RL1693  HISTORY     - 19960626 GOOD             USPSQD
 RL1693
 RL1693                          STATION DESCRIPTION
 RL1693
 RL1693'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 RL1693'ABOUT 1/4 MILE EAST OF EWEN ALONG STATE HIGHWAY M-28 FROM CEDAR
 RL1693'STREET BLINKER LIGHT (MAIN STREET OF EWEN), AT THE BRIDGE OVER THE
 RL1693'SOUTH BRANCH ONTONAGON RIVER (BRIDGE NO. B03-66022), SET IN THE TOP
 RL1693'STEP WALL OF THE SOUTHWEST ABUTMENT, 31.4 FEET (9.6 M) SOUTH OF THE
 RL1693'CENTERLINE OF THE HIGHWAY, 10 FEET (3.0 M) EAST OF A WOOD SIGN SOUTH
 RL1693'BRANCH ONTONAGON RIVER, 1.2 FEET (0.4 M) SOUTH OF A CARSONITE WITNESS
 RL1693'POST AND ABOUT 0.75 FEET (22.86 CM) HIGHER THAN THE HIGHWAY.
 RL1693
 RL1693                          STATION RECOVERY (1992)
 RL1693
 RL1693'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 RL1693'IN EWEN, IN THE SOUTHWEST ABUTMENT OF STATE HIGHWAY M-28 BRIDGE OVER
 RL1693'SOUTH BRANCH OF ONTONAGON RIVER, EAST OF EWEN, BRIDGE NUMBER
 RL1693'B03-66022, BUILT IN 1991.  IT IS IN SECTION 26, T-48-N, R-40-W. FROM
 RL1693'THE CEDAR STREET BLINKER LIGHT ON STATE HIGHWAY M-28 IN EWEN GO EAST
 RL1693'APPROXIMATELY 0.25 MI (0.40 KM) ON STATE HIGHWAY M-28 TO THE BRIDGE
 RL1693'AND THE MARK ON THE RIGHT (SOUTH) SIDE OF HIGHWAY. STATION IS 31.4 FT
 RL1693'(9.6 M) SOUTH OF CENTERLINE OF HIGHWAY M-28, IN SOUTHWEST END OF THE
 RL1693'TO STEP OF THE SOUTHWEST ABUTMENT.  ABOUT 0.75 FT (22.86 CM) HIGHER
 RL1693'THAN THE HIGHWAY, 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 RL1693
 RL1693                          STATION RECOVERY (1996)
 RL1693
 RL1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3852 ***********************************************************************
 AA3852  DESIGNATION -  70101
 AA3852  PID         -  AA3852
 AA3852  STATE/COUNTY-  MI/OTTAWA
 AA3852  COUNTRY     -  US
 AA3852  USGS QUAD   -  HUDSONVILLE WEST (2017)
 AA3852
 AA3852                         *CURRENT SURVEY CONTROL
 AA3852  ______________________________________________________________________
 AA3852* NAD 83(2011) POSITION- 42 48 46.05101(N) 085 58 54.75366(W)   ADJUSTED
 AA3852* NAD 83(2011) ELLIP HT-   174.317 (meters)        (06/27/12)   ADJUSTED
 AA3852* NAD 83(2011) EPOCH   -  2010.00
 AA3852* NAVD 88 ORTHO HEIGHT -   207.8   (meters)      682.    (feet) GPS OBS
 AA3852  ______________________________________________________________________
 AA3852  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3852  GEOID HEIGHT    -         -33.15 (meters)                     GEOID93
 AA3852  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 AA3852  NAD 83(2011) X  -    328,374.310 (meters)                     COMP
 AA3852  NAD 83(2011) Y  - -4,674,720.825 (meters)                     COMP
 AA3852  NAD 83(2011) Z  -  4,312,387.035 (meters)                     COMP
 AA3852  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 AA3852
 AA3852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3852  Standards:
 AA3852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3852  -------------------------------------------------------------------
 AA3852  NETWORK   21.80  10.47           4.09  10.88   5.34      0.22149623
 AA3852  -------------------------------------------------------------------
 AA3852  Click here for local accuracies and other accuracy information.
 AA3852
 AA3852.The horizontal coordinates were established by GPS observations
 AA3852.and adjusted by the National Geodetic Survey in June 2012.
 AA3852
 AA3852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3852.been affixed to the stable North American tectonic plate. See 
 AA3852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3852
 AA3852.The horizontal coordinates are valid at the epoch date displayed above
 AA3852.which is a decimal equivalence of Year/Month/Day.
 AA3852
 AA3852.The orthometric height was determined by GPS observations and a
 AA3852.high-resolution geoid model.
 AA3852
 AA3852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3852.GEOID18 height accuracy estimate available here.
 AA3852
 AA3852.Click photographs - Photos may exist for this station.
 AA3852
 AA3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3852
 AA3852.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3852
 AA3852.The ellipsoidal height was determined by GPS observations
 AA3852.and is referenced to NAD 83.
 AA3852
 AA3852. The following values were computed from the NAD 83(2011) position.
 AA3852
 AA3852;                    North         East     Units Scale Factor Converg.
 AA3852;SPC MI S     -   147,088.405 3,867,915.422   MT  0.99990767   -1 05 57.1
 AA3852;SPC MI S     -   482,573.51 12,690,011.23   iFT  0.99990767   -1 05 57.1
 AA3852;UTM  16      - 4,740,528.630   583,237.444   MT  0.99968524   +0 41 31.1
 AA3852
 AA3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3852!SPC MI S     -   0.99997266  x   0.99990767  =   0.99988034
 AA3852!UTM  16      -   0.99997266  x   0.99968524  =   0.99965791
 AA3852
 AA3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8323740528(NAD 83)
 AA3852
 AA3852                          SUPERSEDED SURVEY CONTROL
 AA3852
 AA3852  NAD 83(2007)-  42 48 46.04984(N)    085 58 54.75287(W) AD(2002.00) 0
 AA3852  ELLIP H (02/10/07)  174.360  (m)                       GP(2002.00)    
 AA3852  ELLIP H (07/17/02)  174.338  (m)                       GP(       ) 4 1
 AA3852  NAD 83(1994)-  42 48 46.05110(N)    085 58 54.75670(W) AD(       ) 1
 AA3852  ELLIP H (02/03/97)  174.360  (m)                       GP(       ) 4 1
 AA3852  NAD 83(1991)-  42 48 46.05347(N)    085 58 54.76650(W) AD(       ) 1
 AA3852
 AA3852.Superseded values are not recommended for survey control.
 AA3852
 AA3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3852.See file dsdata.pdf to determine how the superseded data were derived.
 AA3852
 AA3852_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3852_STAMPING: 70101 1980
 AA3852_MARK LOGO: MIDT
 AA3852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3852+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2025
 AA3852
 AA3852  HISTORY     - Date     Condition        Report By
 AA3852  HISTORY     - 1980     MONUMENTED       MIDT
 AA3852  HISTORY     - 20010303 GOOD             WOOLPT
 AA3852  HISTORY     - 20040202 GOOD             INDIV
 AA3852  HISTORY     - 20231229 GOOD             WILWRK
 AA3852  HISTORY     - 20250710 GOOD             MIDT
 AA3852
 AA3852                          STATION DESCRIPTION
 AA3852
 AA3852'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (NCK)
 AA3852'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE WEST QUADRANGLE
 AA3852'MAP. IT IS IN THE SOUTHEAST 1/4 SECTION 17, T-5-N, R-14-W, ZEELAND
 AA3852'TOWNSHIP, ABOUT 2 MI (3.2 KM) EAST OF ZEELAND, ABOUT 6 MI (9.7 KM)
 AA3852'SOUTHWEST OF HUDSONVILLE, AND ABOUT 20 MI (32.2 KM) SOUTHEAST OF GRAND
 AA3852'HAVEN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION FROM ZEELAND
 AA3852'TOWNSHIP HALL IN THE VILLAGE OF VRIESLAND LOCATED ON COUNTY ROAD 64TH
 AA3852'AVENUE, GO SOUTH 0.05 MI (0.08 KM) ALONG COUNTY ROAD 64TH AVENUE TO
 AA3852'BYRON ROAD. TURN RIGHT AND GO WEST 2.2 MI (3.5 KM) ALONG BYRON ROAD TO
 AA3852'THE NORTHWESTERLY QUADRANT OF THE INTERCHANGE OF INTERSTATE I-196,
 AA3852'BYRON ROAD (BUSINESS ROUTE I-196)AND THE STATION ON THE RIGHT AS
 AA3852'DESCRIBED. STATION IS AN ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3852'FLUSH WITH GROUND. IT IS 190 FT (57.9 M) NORTH FROM EDGE OF CONCRETE
 AA3852'PAVEMENT OF WEST BOUND ROADWAY OF BYRON ROAD, 181 FT (55.2 M) WEST
 AA3852'FROM PK NAIL ON TOP OF GUARD RAIL POST (LOCATED 64 FT (19.5 M) NORTH
 AA3852'OF THE NORTHEAST END OF CONCRETE RAIL ON OVERPASS), 102 FT (31.1 M)
 AA3852'WEST FROM A 12 INCH POPLAR TREE, AT HIGHEST POINT ON EMBANKMENT IN
 AA3852'NORTHWEST GORE OF INTERSTATE I-196 INTERCHANGE AT BYRON ROAD, AND 3 FT
 AA3852'(0.9 M) EAST FROM METAL WITNESS POST WITH SIGN.
 AA3852
 AA3852                          STATION RECOVERY (2001)
 AA3852
 AA3852'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 AA3852'RECOVERED IN GOOD CONDITION.
 AA3852
 AA3852                          STATION RECOVERY (2004)
 AA3852
 AA3852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 AA3852'RECOVERED IN GOOD CONDITION.
 AA3852
 AA3852                          STATION RECOVERY (2023)
 AA3852
 AA3852'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AA3852'RECOVERED AS DESCRIBED EXCEPT WITNESS SIGN AND POST ARE GONE.  THERE
 AA3852'IS A NEWER METAL FENCE POST WITH NO SIGN IN APPROXIMATELY SAME
 AA3852'POSITION 1 M (3.3 FT) WEST.  A 15 INCH (38 CM) POPLAR IS ABOUT 75 FT
 AA3852'(22.9 M) EAST AND A 7 FT (2.1 M) TALL METAL POST WITH 5/8" THREADED
 AA3852'ADAPTOR IS ABOUT 50 FT (15.2 M) WEST.
 AA3852
 AA3852                          STATION RECOVERY (2025)
 AA3852
 AA3852'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA3852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3853 ***********************************************************************
 AA3853  DESIGNATION -  70103
 AA3853  PID         -  AA3853
 AA3853  STATE/COUNTY-  MI/OTTAWA
 AA3853  COUNTRY     -  US
 AA3853  USGS QUAD   -  PORT SHELDON (2017)
 AA3853
 AA3853                         *CURRENT SURVEY CONTROL
 AA3853  ______________________________________________________________________
 AA3853* NAD 83(2011) POSITION- 42 58 18.09084(N) 086 10 52.08521(W)   ADJUSTED
 AA3853* NAD 83(2011) ELLIP HT-   156.022 (meters)        (06/27/12)   ADJUSTED
 AA3853* NAD 83(2011) EPOCH   -  2010.00
 AA3853* NAVD 88 ORTHO HEIGHT -   189.520 (meters)      621.78  (feet) ADJUSTED
 AA3853  ______________________________________________________________________
 AA3853  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 AA3853  NAD 83(2011) X  -    311,313.869 (meters)                     COMP
 AA3853  NAD 83(2011) Y  - -4,663,833.008 (meters)                     COMP
 AA3853  NAD 83(2011) Z  -  4,325,307.607 (meters)                     COMP
 AA3853  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 AA3853  DYNAMIC HEIGHT  -        189.478 (meters)      621.65  (feet) COMP
 AA3853  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 AA3853
 AA3853  VERT ORDER      -  FIRST     CLASS II
 AA3853
 AA3853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3853  Standards:
 AA3853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3853  -------------------------------------------------------------------
 AA3853  NETWORK   10.60   7.70           2.60   5.18   3.93      0.19788859
 AA3853  -------------------------------------------------------------------
 AA3853  Click here for local accuracies and other accuracy information.
 AA3853
 AA3853.The horizontal coordinates were established by GPS observations
 AA3853.and adjusted by the National Geodetic Survey in June 2012.
 AA3853
 AA3853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3853.been affixed to the stable North American tectonic plate. See 
 AA3853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3853
 AA3853.The horizontal coordinates are valid at the epoch date displayed above
 AA3853.which is a decimal equivalence of Year/Month/Day.
 AA3853
 AA3853.The orthometric height was determined by differential leveling and
 AA3853.adjusted by the NATIONAL GEODETIC SURVEY
 AA3853.in March 2014.
 AA3853
 AA3853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3853.GEOID18 height accuracy estimate available here.
 AA3853
 AA3853.Click photographs - Photos may exist for this station.
 AA3853
 AA3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3853
 AA3853.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3853
 AA3853.The ellipsoidal height was determined by GPS observations
 AA3853.and is referenced to NAD 83.
 AA3853
 AA3853.The dynamic height is computed by dividing the NAVD 88
 AA3853.geopotential number by the normal gravity value computed on the
 AA3853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3853.degrees latitude (g = 980.6199 gals.).
 AA3853
 AA3853.The modeled gravity was interpolated from observed gravity values.
 AA3853
 AA3853. The following values were computed from the NAD 83(2011) position.
 AA3853
 AA3853;                    North         East     Units Scale Factor Converg.
 AA3853;SPC MI S     -   165,066.848 3,852,003.683   MT  0.99990802   -1 14 05.3
 AA3853;SPC MI S     -   541,557.90 12,637,807.36   iFT  0.99990802   -1 14 05.3
 AA3853;UTM  16      - 4,757,996.507   566,775.151   MT  0.99965485   +0 33 29.5
 AA3853
 AA3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3853!SPC MI S     -   0.99997553  x   0.99990802  =   0.99988355
 AA3853!UTM  16      -   0.99997553  x   0.99965485  =   0.99963039
 AA3853
 AA3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6677557996(NAD 83)
 AA3853
 AA3853                          SUPERSEDED SURVEY CONTROL
 AA3853
 AA3853  NAD 83(2007)-  42 58 18.09116(N)    086 10 52.08592(W) AD(2002.00) 0
 AA3853  ELLIP H (02/10/07)  156.046  (m)                       GP(2002.00)    
 AA3853  ELLIP H (07/17/02)  156.013  (m)                       GP(       ) 4 1
 AA3853  NAD 83(1994)-  42 58 18.09108(N)    086 10 52.08997(W) AD(       ) 1
 AA3853  ELLIP H (02/03/97)  156.034  (m)                       GP(       ) 4 1
 AA3853  NAD 83(1991)-  42 58 18.09257(N)    086 10 52.09982(W) AD(       ) 1
 AA3853  NAVD 88 (12/16/94)  189.5    (m)  GEOID93  model used  GPS OBS        
 AA3853
 AA3853.Superseded values are not recommended for survey control.
 AA3853
 AA3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3853.See file dsdata.pdf to determine how the superseded data were derived.
 AA3853
 AA3853_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3853_STAMPING: 70103 1980
 AA3853_MARK LOGO: MIDT
 AA3853_PROJECTION: FLUSH
 AA3853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3853+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 AA3853
 AA3853  HISTORY     - Date     Condition        Report By
 AA3853  HISTORY     - 1980     MONUMENTED       MIDT
 AA3853  HISTORY     - 20040411 GOOD             INDIV
 AA3853  HISTORY     - 20120522 GOOD             MIDT
 AA3853
 AA3853                          STATION DESCRIPTION
 AA3853
 AA3853'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA3853'STATION IS LOCATED IN QUAD 420861 ON THE PORT SHELDON QUADRANGLE MAP.
 AA3853'IT IS IN SECTION 26, T7N, R16W, GRAND HAVEN TOWNSHIP, ABOUT 6 MILES
 AA3853'(9.7 KM) SOUTH OF GRAND HAVEN, ABOUT 13 MILES (20.9 KM) NORTH OF
 AA3853'HOLLAND AND ABOUT 17.5 MILES (28.2 KM) NORTHWEST OF HUDSONVILLE. IT IS
 AA3853'LOCATED IN THE UNITED STATES HIGHWAY 31 RIGHT-OF-WAY CLEAR VISION
 AA3853'AREA. TO REACH THE STATION AT THE INTERSECTION OF UNITED STATES
 AA3853'HIGHWAY 31 AND STATE HIGHWAY M-45 (LAKE MICHIGAN DRIVE) ABOUT 6.0
 AA3853'MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO TO THE SOUTHEAST QUADRANT OF
 AA3853'THIS INTERSECTION TO THE STATION AS DESCRIBED. STATION IS A STANDARD
 AA3853'ALUMINUM DISK IN TOP OF 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH
 AA3853'WITH GROUND. IT IS 105.0 FEET (32.0 M) WEST OF THE SOUTHERLY SIGN POST
 AA3853'OF LOG CABIN SIGN, 59.0 FEET (18.0 M) NORTHEASTERLY OF THE CENTER OF
 AA3853'NORTHBOUND UNITED STATES HIGHWAY 31, 92.6 FEET (28.2 M) SOUTHERLY OF A
 AA3853'UTILITY POLE, 55.2 FEET (16.8 M) NORTHWESTERLY OF A SIGN POST (OLD
 AA3853'SIGN), AND 2.0 FEET (0.6 M) EAST OF A METAL WITNESS POST WITH SIGN.
 AA3853
 AA3853                          STATION RECOVERY (2004)
 AA3853
 AA3853'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3853'RECOVERED IN GOOD CONDITION.
 AA3853
 AA3853                          STATION RECOVERY (2012)
 AA3853
 AA3853'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3854 ***********************************************************************
 AA3854  DESIGNATION -  70200
 AA3854  PID         -  AA3854
 AA3854  STATE/COUNTY-  MI/OTTAWA
 AA3854  COUNTRY     -  US
 AA3854  USGS QUAD   -  HOLLAND EAST (2017)
 AA3854
 AA3854                         *CURRENT SURVEY CONTROL
 AA3854  ______________________________________________________________________
 AA3854* NAD 83(2011) POSITION- 42 46 44.97959(N) 086 04 49.57136(W)   ADJUSTED
 AA3854* NAD 83(2011) ELLIP HT-   170.235 (meters)        (06/27/12)   ADJUSTED
 AA3854* NAD 83(2011) EPOCH   -  2010.00
 AA3854* NAVD 88 ORTHO HEIGHT -   203.6   (meters)      668.    (feet) GPS OBS
 AA3854  ______________________________________________________________________
 AA3854  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3854  GEOID HEIGHT    -         -33.15 (meters)                     GEOID93
 AA3854  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 AA3854  NAD 83(2011) X  -    320,505.653 (meters)                     COMP
 AA3854  NAD 83(2011) Y  - -4,677,808.137 (meters)                     COMP
 AA3854  NAD 83(2011) Z  -  4,309,642.780 (meters)                     COMP
 AA3854  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 AA3854
 AA3854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3854  Standards:
 AA3854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3854  -------------------------------------------------------------------
 AA3854  NETWORK    1.48   2.63           0.66   0.54   1.34      0.04920315
 AA3854  -------------------------------------------------------------------
 AA3854  Click here for local accuracies and other accuracy information.
 AA3854
 AA3854.The horizontal coordinates were established by GPS observations
 AA3854.and adjusted by the National Geodetic Survey in June 2012.
 AA3854
 AA3854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3854.been affixed to the stable North American tectonic plate. See 
 AA3854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3854
 AA3854.The horizontal coordinates are valid at the epoch date displayed above
 AA3854.which is a decimal equivalence of Year/Month/Day.
 AA3854
 AA3854.The orthometric height was determined by GPS observations and a
 AA3854.high-resolution geoid model.
 AA3854
 AA3854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3854.GEOID18 height accuracy estimate available here.
 AA3854
 AA3854.Click photographs - Photos may exist for this station.
 AA3854
 AA3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3854
 AA3854.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3854
 AA3854.The ellipsoidal height was determined by GPS observations
 AA3854.and is referenced to NAD 83.
 AA3854
 AA3854. The following values were computed from the NAD 83(2011) position.
 AA3854
 AA3854;                    North         East     Units Scale Factor Converg.
 AA3854;SPC MI S     -   143,512.844 3,859,780.634   MT  0.99990858   -1 09 58.6
 AA3854;SPC MI S     -   470,842.66 12,663,322.29   iFT  0.99990858   -1 09 58.6
 AA3854;UTM  16      - 4,736,701.457   575,220.231   MT  0.99966961   +0 37 28.5
 AA3854
 AA3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3854!SPC MI S     -   0.99997330  x   0.99990858  =   0.99988189
 AA3854!UTM  16      -   0.99997330  x   0.99966961  =   0.99964292
 AA3854
 AA3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7522036701(NAD 83)
 AA3854
 AA3854                          SUPERSEDED SURVEY CONTROL
 AA3854
 AA3854  NAD 83(2007)-  42 46 44.97978(N)    086 04 49.57211(W) AD(2002.00) 0
 AA3854  ELLIP H (02/10/07)  170.259  (m)                       GP(2002.00)    
 AA3854  ELLIP H (07/17/02)  170.261  (m)                       GP(       ) 4 1
 AA3854  NAD 83(1994)-  42 46 44.97987(N)    086 04 49.57308(W) AD(       ) 1
 AA3854  ELLIP H (02/03/97)  170.282  (m)                       GP(       ) 4 1
 AA3854  NAD 83(1991)-  42 46 44.98075(N)    086 04 49.58421(W) AD(       ) 1
 AA3854
 AA3854.Superseded values are not recommended for survey control.
 AA3854
 AA3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3854.See file dsdata.pdf to determine how the superseded data were derived.
 AA3854
 AA3854_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3854_STAMPING: 70200 1993
 AA3854_MARK LOGO: MIDT
 AA3854_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA3854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3854+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 AA3854
 AA3854  HISTORY     - Date     Condition        Report By
 AA3854  HISTORY     - 1993     MONUMENTED       MIDT
 AA3854  HISTORY     - 20040504 GOOD             INDIV
 AA3854  HISTORY     - 20130513 GOOD             INDIV
 AA3854
 AA3854                          STATION DESCRIPTION
 AA3854
 AA3854'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3854'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3854'IT IS IN SECTION 28, T-5-N, R-15-W, HOLLAND TOWNSHIP,  ABOUT 3.5 MILES
 AA3854'(5.6 KM) SOUTHWEST OF ZEELAND, ABOUT 10.5 MILES (16.9 KM) NORTH OF
 AA3854'SAUGATUCK, AND ABOUT 20.0 MILES (32.2 KM) SOUTHEAST OF GRAND HAVEN.
 AA3854'THE STATION IS IN THE EAST RIGHT-OF-WAY OF UNITED STATES HIGHWAY 31.
 AA3854'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAY M-40 AND UNITED
 AA3854'STATES HIGHWAY 31 IN THE CITY OF HOLLAND, GO NORTH ALONG UNITED STATES
 AA3854'HIGHWAY 31 FOR 1.65 MILES, CROSSING 24TH STREET TO STATION ON RIGHT AS
 AA3854'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3854'FLUSH WITH GROUND. IT IS 7.1 FT (2.2 M) EASTERLY OF EDGE OF BITUMINOUS
 AA3854'SHOULDER NORTHBOUND UNITED STATES HIGHWAY 31, 36.0 FT (11.0 M)
 AA3854'WESTERLY OF RIGHT-OF-WAY FENCE, 77.3 FT (23.6 M) SOUTHWESTERLY OF A
 AA3854'CONCRETE LIGHT POLE BASE, 53.5 FT (16.3 M) SOUTHWESTERLY OF A 6 INCH
 AA3854'SCHRUB PARTIALLY CUT OFF, 26.3 FT (8.0 M) SOUTHWESTERLY OF A MAPLE
 AA3854'SAPLING, AND 4.0 FT (1.2 M) WESTERLY OF A METAL WITNESS POST WITH
 AA3854'SIGN.
 AA3854
 AA3854                          STATION RECOVERY (2004)
 AA3854
 AA3854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3854'RECOVERED IN GOOD CONDITION.
 AA3854
 AA3854                          STATION RECOVERY (2013)
 AA3854
 AA3854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BAT)
 AA3854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3855 ***********************************************************************
 AA3855  DESIGNATION -  70201
 AA3855  PID         -  AA3855
 AA3855  STATE/COUNTY-  MI/OTTAWA
 AA3855  COUNTRY     -  US
 AA3855  USGS QUAD   -  HOLLAND EAST (2017)
 AA3855
 AA3855                         *CURRENT SURVEY CONTROL
 AA3855  ______________________________________________________________________
 AA3855* NAD 83(2011) POSITION- 42 47 40.82589(N) 086 04 50.97582(W)   ADJUSTED
 AA3855* NAD 83(2011) ELLIP HT-   151.412 (meters)        (06/27/12)   ADJUSTED
 AA3855* NAD 83(2011) EPOCH   -  2010.00
 AA3855* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) GPS OBS
 AA3855  ______________________________________________________________________
 AA3855  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3855  GEOID HEIGHT    -         -33.16 (meters)                     GEOID93
 AA3855  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 AA3855  NAD 83(2011) X  -    320,392.847 (meters)                     COMP
 AA3855  NAD 83(2011) Y  - -4,676,628.652 (meters)                     COMP
 AA3855  NAD 83(2011) Z  -  4,310,894.731 (meters)                     COMP
 AA3855  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 AA3855
 AA3855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3855  Standards:
 AA3855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3855  -------------------------------------------------------------------
 AA3855  NETWORK    1.50   2.55           0.68   0.53   1.30      0.03756911
 AA3855  -------------------------------------------------------------------
 AA3855  Click here for local accuracies and other accuracy information.
 AA3855
 AA3855.The horizontal coordinates were established by GPS observations
 AA3855.and adjusted by the National Geodetic Survey in June 2012.
 AA3855
 AA3855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3855.been affixed to the stable North American tectonic plate. See 
 AA3855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3855
 AA3855.The horizontal coordinates are valid at the epoch date displayed above
 AA3855.which is a decimal equivalence of Year/Month/Day.
 AA3855
 AA3855.The orthometric height was determined by GPS observations and a
 AA3855.high-resolution geoid model.
 AA3855
 AA3855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3855.GEOID18 height accuracy estimate available here.
 AA3855
 AA3855.Click photographs - Photos may exist for this station.
 AA3855
 AA3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3855
 AA3855.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3855
 AA3855.The ellipsoidal height was determined by GPS observations
 AA3855.and is referenced to NAD 83.
 AA3855
 AA3855. The following values were computed from the NAD 83(2011) position.
 AA3855
 AA3855;                    North         East     Units Scale Factor Converg.
 AA3855;SPC MI S     -   145,236.280 3,859,783.799   MT  0.99990812   -1 09 59.5
 AA3855;SPC MI S     -   476,496.98 12,663,332.67   iFT  0.99990812   -1 09 59.5
 AA3855;UTM  16      - 4,738,423.739   575,169.545   MT  0.99966951   +0 37 28.2
 AA3855
 AA3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3855!SPC MI S     -   0.99997626  x   0.99990812  =   0.99988438
 AA3855!UTM  16      -   0.99997626  x   0.99966951  =   0.99964577
 AA3855
 AA3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7516938423(NAD 83)
 AA3855
 AA3855                          SUPERSEDED SURVEY CONTROL
 AA3855
 AA3855  NAD 83(2007)-  42 47 40.82608(N)    086 04 50.97656(W) AD(2002.00) 0
 AA3855  ELLIP H (02/10/07)  151.436  (m)                       GP(2002.00)    
 AA3855  ELLIP H (07/17/02)  151.435  (m)                       GP(       ) 4 1
 AA3855  NAD 83(1994)-  42 47 40.82609(N)    086 04 50.97749(W) AD(       ) 1
 AA3855  ELLIP H (02/03/97)  151.456  (m)                       GP(       ) 4 1
 AA3855  NAD 83(1991)-  42 47 40.82698(N)    086 04 50.98863(W) AD(       ) 1
 AA3855
 AA3855.Superseded values are not recommended for survey control.
 AA3855
 AA3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3855.See file dsdata.pdf to determine how the superseded data were derived.
 AA3855
 AA3855_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3855_STAMPING: 70201 1993
 AA3855_MARK LOGO: MIDT
 AA3855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3855+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 AA3855
 AA3855  HISTORY     - Date     Condition        Report By
 AA3855  HISTORY     - 1993     MONUMENTED       MIDT
 AA3855  HISTORY     - 20040504 GOOD             INDIV
 AA3855  HISTORY     - 20111024 GOOD             INDIV
 AA3855  HISTORY     - 20130513 GOOD             INDIV
 AA3855
 AA3855                          STATION DESCRIPTION
 AA3855
 AA3855'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3855'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3855'IT IS IN SECTION 28, T-5-N, R-15-W, HOLLAND TOWNSHIP, ABOUT 3.5 MILES
 AA3855'(5.6 KM) SOUTHWEST OF ZEELAND, ABOUT 11.O MILES NORTH OF SAUGATUCK,
 AA3855'AND ABOUT 19.0 MILES (30.6 KM) SOUTHEAST OF GRAND HAVEN. THE STATION
 AA3855'IS IN THE EAST RIGHT-OF-WAY OF UNITED STATES HIGHWAY 31 AT THE ON RAMP
 AA3855'TO BUSINESS ROUTE INTERSTATE HIGHWAY I-196. TO REACH FROM INTERSECTION
 AA3855'OF STATE HIGHWAY M-40 AND UNITED STATES HIGHWAY 31 IN THE CITY OF
 AA3855'HOLLAND, GO NORTH ALONG UNITED STATES HIGHWAY 31 FOR 2.7 MILES (4.3
 AA3855'KM) TO STATION ON RIGHT AS DESCRIBED. STATION IS AN ALUMINUM DISK IN A
 AA3855'CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 14.3 FT (4.4 M)
 AA3855'EASTERLY OF EASTERLY EDGE OF CONCRETE TRAFFIC LANE, 41.6 FT (12.7 M)
 AA3855'WESTERLY OF EDGE OF CONCRETE RAMP, 54.0 FT (16.5 M) NORTHERLY OF
 AA3855'CENTER EASTERLY CONCRETE SIGN BASE (EXIT SIGN), 41.2 FT (12.6 M)
 AA3855'SOUTHERLY OF CENTER CONCRETE SIGN BASE (BRIDGE MAY BE ICY SIGN) AND
 AA3855'4.0 FT (1.2 M) WESTERLY OF A METAL WITNESS POST WITH SIGN.
 AA3855
 AA3855                          STATION RECOVERY (2004)
 AA3855
 AA3855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3855'RECOVERED IN GOOD CONDITION.
 AA3855
 AA3855                          STATION RECOVERY (2011)
 AA3855
 AA3855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DJL)
 AA3855'FOUND HORIZONTAL CONTROL DISK SET ON TOP OF A CONCRETE
 AA3855'MONUMENT STAMPED 70201 1993 IN THE GORE OF NORTHBOUND US-31 AND OFF
 AA3855'RAMP TO CHICAGO DRIVE.
 AA3855'WITNESSES
 AA3855'1. N90 W  47.8'  CENTERLINE OF 136TH STREET
 AA3855'2. N90 E  41.4'  CENTER OF GRAVEL DRIVE
 AA3855'3. S70 E  68.7'  NORTHWEST CORNER OF GARAGE
 AA3855'4. N75 E  11.7'  POWER POLE
 AA3855
 AA3855                          STATION RECOVERY (2013)
 AA3855
 AA3855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BAT)
 AA3855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3857 ***********************************************************************
 AA3857  DESIGNATION -  70203
 AA3857  PID         -  AA3857
 AA3857  STATE/COUNTY-  MI/OTTAWA
 AA3857  COUNTRY     -  US
 AA3857  USGS QUAD   -  PORT SHELDON (2017)
 AA3857
 AA3857                         *CURRENT SURVEY CONTROL
 AA3857  ______________________________________________________________________
 AA3857* NAD 83(2011) POSITION- 42 55 20.03566(N) 086 08 52.64621(W)   ADJUSTED
 AA3857* NAD 83(2011) ELLIP HT-   154.189 (meters)        (06/27/12)   ADJUSTED
 AA3857* NAD 83(2011) EPOCH   -  2010.00
 AA3857* NAVD 88 ORTHO HEIGHT -   187.6   (meters)      615.    (feet) GPS OBS
 AA3857  ______________________________________________________________________
 AA3857  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3857  GEOID HEIGHT    -         -33.25 (meters)                     GEOID93
 AA3857  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 AA3857  NAD 83(2011) X  -    314,265.850 (meters)                     COMP
 AA3857  NAD 83(2011) Y  - -4,667,385.819 (meters)                     COMP
 AA3857  NAD 83(2011) Z  -  4,321,284.318 (meters)                     COMP
 AA3857  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 AA3857
 AA3857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3857  Standards:
 AA3857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3857  -------------------------------------------------------------------
 AA3857  NETWORK   10.62   7.72           2.61   5.19   3.94      0.19786183
 AA3857  -------------------------------------------------------------------
 AA3857  Click here for local accuracies and other accuracy information.
 AA3857
 AA3857.The horizontal coordinates were established by GPS observations
 AA3857.and adjusted by the National Geodetic Survey in June 2012.
 AA3857
 AA3857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3857.been affixed to the stable North American tectonic plate. See 
 AA3857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3857
 AA3857.The horizontal coordinates are valid at the epoch date displayed above
 AA3857.which is a decimal equivalence of Year/Month/Day.
 AA3857
 AA3857.The orthometric height was determined by GPS observations and a
 AA3857.high-resolution geoid model.
 AA3857
 AA3857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3857.GEOID18 height accuracy estimate available here.
 AA3857
 AA3857.Click photographs - Photos may exist for this station.
 AA3857
 AA3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3857
 AA3857.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3857
 AA3857.The ellipsoidal height was determined by GPS observations
 AA3857.and is referenced to NAD 83.
 AA3857
 AA3857. The following values were computed from the NAD 83(2011) position.
 AA3857
 AA3857;                    North         East     Units Scale Factor Converg.
 AA3857;SPC MI S     -   159,516.229 3,854,593.154   MT  0.99990709   -1 12 44.0
 AA3857;SPC MI S     -   523,347.21 12,646,303.00   iFT  0.99990709   -1 12 44.0
 AA3857;UTM  16      - 4,752,530.982   569,536.309   MT  0.99965948   +0 34 49.0
 AA3857
 AA3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3857!SPC MI S     -   0.99997582  x   0.99990709  =   0.99988291
 AA3857!UTM  16      -   0.99997582  x   0.99965948  =   0.99963531
 AA3857
 AA3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6953652530(NAD 83)
 AA3857
 AA3857                          SUPERSEDED SURVEY CONTROL
 AA3857
 AA3857  NAD 83(2007)-  42 55 20.03599(N)    086 08 52.64692(W) AD(2002.00) 0
 AA3857  ELLIP H (02/10/07)  154.213  (m)                       GP(2002.00)    
 AA3857  ELLIP H (07/17/02)  154.180  (m)                       GP(       ) 4 1
 AA3857  NAD 83(1994)-  42 55 20.03590(N)    086 08 52.65096(W) AD(       ) 1
 AA3857  ELLIP H (02/03/97)  154.201  (m)                       GP(       ) 4 1
 AA3857  NAD 83(1991)-  42 55 20.03740(N)    086 08 52.66081(W) AD(       ) 1
 AA3857
 AA3857.Superseded values are not recommended for survey control.
 AA3857
 AA3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3857.See file dsdata.pdf to determine how the superseded data were derived.
 AA3857
 AA3857_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3857_STAMPING: 70203 1993
 AA3857_MARK LOGO: MIDT
 AA3857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3857+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3857
 AA3857  HISTORY     - Date     Condition        Report By
 AA3857  HISTORY     - 1993     MONUMENTED       MIDT
 AA3857  HISTORY     - 20041206 MARK NOT FOUND   INDIV
 AA3857
 AA3857                          STATION DESCRIPTION
 AA3857
 AA3857'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3857'STATION IS LOCATED IN QUAD 420861 ON THE PORT SHELDON QUADRANGLE MAP.
 AA3857'IT IS IN SECTION 12, T-6-N, R-16-W, PORT SHELDON TOWNSHIP, ABOUT 10.5
 AA3857'MILES (16.9 KM) SOUTHEASTERLY OF GRAND HAVEN, ABOUT 11.0 MILES (17.7
 AA3857'KM) NORTHWESTERLY OF HOLLAND, AND ABOUT 10.5 MILES (16.9 KM)
 AA3857'SOUTHWESTERLY OF ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 AA3857'INTERSECTION OF STATE HIGHWAY M-45 AND UNITED STATES HIGHWAY 31 ABOUT
 AA3857'6.0 MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO SOUTH ALONG UNITED STATES
 AA3857'HIGHWAY 31 FOR 4.9 MILES (7.9 KM) TO STATION ON RIGHT AS DESCRIBED.
 AA3857'THE STATION IS APPROXIMATELY 250 FT (76.2 M) NORTH OF CROSWELL STREET.
 AA3857'STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET FLUSH WITH
 AA3857'GROUND. IT IS 168.0 FT (51.2 M) SOUTHERLY OF A 27 INCH DIAMETER TWIN
 AA3857'MAPLE, 106.8 FT (32.6 M) EASTERLY OF MOST EASTERLY RAIL OF 2 SETS
 AA3857'RAILROAD TRACKS, 39.9 FT (12.2 M) SOUTHEASTERLY OF TOP CENTER OF A 12
 AA3857'INCH DIAMETER CONCRETE CULVERT, 11.0 FT (3.4 M) WESTERLY OF EDGE
 AA3857'BITUMINOUS SHOULDER NORTHBOUND UNITED STATES HIGHWAY 31, AND 4.0 FT
 AA3857'(1.2 M) EASTERLY OF  A METAL WITNESS POST WITH SIGN.
 AA3857
 AA3857                          STATION RECOVERY (2004)
 AA3857
 AA3857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3857'MONUMENT APPEARS TO BE GONE DUE TO CONSTRUCTION.  NEW TURN LANE PUT IN
 AA3857'OFF OF SOUTHBOUND US 31 TO ACCESS WESTBOUND CROSWELL. NEW GRASS
 AA3857'PLANTED IN AREA 250 FEET NORTH OF CROSWELL AND 106.8 FEET EAST OF
 AA3857'RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3858 ***********************************************************************
 AA3858  DESIGNATION -  70204
 AA3858  PID         -  AA3858
 AA3858  STATE/COUNTY-  MI/OTTAWA
 AA3858  COUNTRY     -  US
 AA3858  USGS QUAD   -  HOLLAND EAST (2017)
 AA3858
 AA3858                         *CURRENT SURVEY CONTROL
 AA3858  ______________________________________________________________________
 AA3858* NAD 83(2011) POSITION- 42 51 33.76501(N) 086 01 13.76994(W)   ADJUSTED
 AA3858* NAD 83(2011) ELLIP HT-   166.352 (meters)        (06/27/12)   ADJUSTED
 AA3858* NAD 83(2011) EPOCH   -  2010.00
 AA3858* NAVD 88 ORTHO HEIGHT -   199.8   (meters)      656.    (feet) GPS OBS
 AA3858  ______________________________________________________________________
 AA3858  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3858  GEOID HEIGHT    -         -33.18 (meters)                     GEOID93
 AA3858  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 AA3858  NAD 83(2011) X  -    324,979.003 (meters)                     COMP
 AA3858  NAD 83(2011) Y  - -4,671,424.902 (meters)                     COMP
 AA3858  NAD 83(2011) Z  -  4,316,176.817 (meters)                     COMP
 AA3858  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AA3858
 AA3858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3858  Standards:
 AA3858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3858  -------------------------------------------------------------------
 AA3858  NETWORK   33.28  17.48           6.26  16.65   8.92      0.05466254
 AA3858  -------------------------------------------------------------------
 AA3858  Click here for local accuracies and other accuracy information.
 AA3858
 AA3858.The horizontal coordinates were established by GPS observations
 AA3858.and adjusted by the National Geodetic Survey in June 2012.
 AA3858
 AA3858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3858.been affixed to the stable North American tectonic plate. See 
 AA3858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3858
 AA3858.The horizontal coordinates are valid at the epoch date displayed above
 AA3858.which is a decimal equivalence of Year/Month/Day.
 AA3858
 AA3858.The orthometric height was determined by GPS observations and a
 AA3858.high-resolution geoid model.
 AA3858
 AA3858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3858.GEOID18 height accuracy estimate available here.
 AA3858
 AA3858.Click photographs - Photos may exist for this station.
 AA3858
 AA3858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3858
 AA3858.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3858
 AA3858.The ellipsoidal height was determined by GPS observations
 AA3858.and is referenced to NAD 83.
 AA3858
 AA3858. The following values were computed from the NAD 83(2011) position.
 AA3858
 AA3858;                    North         East     Units Scale Factor Converg.
 AA3858;SPC MI S     -   152,323.586 3,864,859.655   MT  0.99990698   -1 07 31.7
 AA3858;SPC MI S     -   499,749.30 12,679,985.74   iFT  0.99990698   -1 07 31.7
 AA3858;UTM  16      - 4,745,664.565   580,020.234   MT  0.99967877   +0 39 58.7
 AA3858
 AA3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3858!SPC MI S     -   0.99997391  x   0.99990698  =   0.99988089
 AA3858!UTM  16      -   0.99997391  x   0.99967877  =   0.99965269
 AA3858
 AA3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8002045664(NAD 83)
 AA3858
 AA3858                          SUPERSEDED SURVEY CONTROL
 AA3858
 AA3858  NAD 83(2007)-  42 51 33.76534(N)    086 01 13.77065(W) AD(2002.00) 0
 AA3858  ELLIP H (02/10/07)  166.376  (m)                       GP(2002.00)    
 AA3858  ELLIP H (07/17/02)  166.428  (m)                       GP(       ) 4 1
 AA3858  NAD 83(1994)-  42 51 33.76441(N)    086 01 13.77948(W) AD(       ) 1
 AA3858  ELLIP H (02/03/97)  166.449  (m)                       GP(       ) 4 1
 AA3858  NAD 83(1991)-  42 51 33.76599(N)    086 01 13.78840(W) AD(       ) 1
 AA3858
 AA3858.Superseded values are not recommended for survey control.
 AA3858
 AA3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3858.See file dsdata.pdf to determine how the superseded data were derived.
 AA3858
 AA3858_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3858_STAMPING: 70204 1993
 AA3858_MARK LOGO: MIDT
 AA3858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3858+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3858
 AA3858  HISTORY     - Date     Condition        Report By
 AA3858  HISTORY     - 1993     MONUMENTED       MIDT
 AA3858  HISTORY     - 20040310 MARK NOT FOUND   INDIV
 AA3858
 AA3858                          STATION DESCRIPTION
 AA3858
 AA3858'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3858'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3858'IT IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-6-N, R-15-W, BLENDON
 AA3858'TOWNSHIP, ABOUT 3.4 MILES (5.5 KM) NORTH OF ZEELAND, ABOUT 8.0 MILES
 AA3858'(12.9 KM) WEST OF HUDSONVILLE, AND ABOUT 16 MILES (25.7 KM) SOUTHEAST
 AA3858'OF GRAND HAVEN. TO REACH FROM THE BLENDON OLIVE TOWNSHIP FIRE
 AA3858'DEPARTMENT COMMUNITY CENTER IN THE VILLAGE OF BORCULO, GO SOUTH ON
 AA3858'96TH STREET FOR 2.0 MILES (3.2 KM) TO STATION ON THE RIGHT AS
 AA3858'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3858'FLUSH WITH GROUND. IT IS 19.0 FT (5.8 M) WESTERLY OF THE CENTER OF
 AA3858'96TH STREET, 117.0 FT (35.7 M) SOUTHERLY OF A 15 INCH DIAMETER
 AA3858'CONCRETE CULVERT, 89.0 FT (27.1 M) SOUTHWESTERLY OF A UTILITY POLE,
 AA3858'10.6 FT (3.2 M) EASTERLY OF THE CENTER OF A DITCH, AND 9.0 FT (2.7 M)
 AA3858'EASTERLY OF A METAL WITNESS POST WITH SIGN.
 AA3858
 AA3858                          STATION RECOVERY (2004)
 AA3858
 AA3858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3858'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3859 ***********************************************************************
 AA3859  DESIGNATION -  70205
 AA3859  PID         -  AA3859
 AA3859  STATE/COUNTY-  MI/OTTAWA
 AA3859  COUNTRY     -  US
 AA3859  USGS QUAD   -  HOLLAND EAST (2017)
 AA3859
 AA3859                         *CURRENT SURVEY CONTROL
 AA3859  ______________________________________________________________________
 AA3859* NAD 83(2011) POSITION- 42 52 12.38454(N) 086 01 15.13809(W)   ADJUSTED
 AA3859* NAD 83(2011) ELLIP HT-   165.613 (meters)        (06/27/12)   ADJUSTED
 AA3859* NAD 83(2011) EPOCH   -  2010.00
 AA3859* NAVD 88 ORTHO HEIGHT -   199.1   (meters)      653.    (feet) GPS OBS
 AA3859  ______________________________________________________________________
 AA3859  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3859  GEOID HEIGHT    -         -33.19 (meters)                     GEOID93
 AA3859  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 AA3859  NAD 83(2011) X  -    324,891.721 (meters)                     COMP
 AA3859  NAD 83(2011) Y  - -4,670,617.748 (meters)                     COMP
 AA3859  NAD 83(2011) Z  -  4,317,049.834 (meters)                     COMP
 AA3859  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AA3859
 AA3859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3859  Standards:
 AA3859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3859  -------------------------------------------------------------------
 AA3859  NETWORK   33.28  17.48           6.26  16.65   8.92      0.05463189
 AA3859  -------------------------------------------------------------------
 AA3859  Click here for local accuracies and other accuracy information.
 AA3859
 AA3859.The horizontal coordinates were established by GPS observations
 AA3859.and adjusted by the National Geodetic Survey in June 2012.
 AA3859
 AA3859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3859.been affixed to the stable North American tectonic plate. See 
 AA3859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3859
 AA3859.The horizontal coordinates are valid at the epoch date displayed above
 AA3859.which is a decimal equivalence of Year/Month/Day.
 AA3859
 AA3859.The orthometric height was determined by GPS observations and a
 AA3859.high-resolution geoid model.
 AA3859
 AA3859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3859.GEOID18 height accuracy estimate available here.
 AA3859
 AA3859.Click photographs - Photos may exist for this station.
 AA3859
 AA3859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3859
 AA3859.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3859
 AA3859.The ellipsoidal height was determined by GPS observations
 AA3859.and is referenced to NAD 83.
 AA3859
 AA3859. The following values were computed from the NAD 83(2011) position.
 AA3859
 AA3859;                    North         East     Units Scale Factor Converg.
 AA3859;SPC MI S     -   153,515.590 3,864,852.015   MT  0.99990691   -1 07 32.6
 AA3859;SPC MI S     -   503,660.07 12,679,960.68   iFT  0.99990691   -1 07 32.6
 AA3859;UTM  16      - 4,746,855.476   579,975.336   MT  0.99967869   +0 39 58.2
 AA3859
 AA3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3859!SPC MI S     -   0.99997403  x   0.99990691  =   0.99988094
 AA3859!UTM  16      -   0.99997403  x   0.99967869  =   0.99965273
 AA3859
 AA3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7997546855(NAD 83)
 AA3859
 AA3859                          SUPERSEDED SURVEY CONTROL
 AA3859
 AA3859  NAD 83(2007)-  42 52 12.38487(N)    086 01 15.13880(W) AD(2002.00) 0
 AA3859  ELLIP H (02/10/07)  165.637  (m)                       GP(2002.00)    
 AA3859  ELLIP H (07/17/02)  165.691  (m)                       GP(       ) 4 1
 AA3859  NAD 83(1994)-  42 52 12.38394(N)    086 01 15.14764(W) AD(       ) 1
 AA3859  ELLIP H (02/03/97)  165.712  (m)                       GP(       ) 4 1
 AA3859  NAD 83(1991)-  42 52 12.38552(N)    086 01 15.15656(W) AD(       ) 1
 AA3859
 AA3859.Superseded values are not recommended for survey control.
 AA3859
 AA3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3859.See file dsdata.pdf to determine how the superseded data were derived.
 AA3859
 AA3859_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3859_STAMPING: 70205 1993
 AA3859_MARK LOGO: MIDT
 AA3859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3859+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3859
 AA3859  HISTORY     - Date     Condition        Report By
 AA3859  HISTORY     - 1993     MONUMENTED       MIDT
 AA3859  HISTORY     - 20040305 POOR             INDIV
 AA3859
 AA3859                          STATION DESCRIPTION
 AA3859
 AA3859'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3859'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3859'IT IS IN THE SOUTHEAST 1/4 OF SECTION 25, T-6-N, R-15-W, BLENDON
 AA3859'TOWNSHIP, ABOUT 4.4 MILES (7.1 KM) NORTH OF ZEELAND, ABOUT 8.0 MILES
 AA3859'(12.9 KM) WEST OF HUDSONVILLE, AND ABOUT 15.0 MILES (24.1 KM)
 AA3859'SOUTHEAST OF GRAND HAVEN. TO REACH FROM THE BLENDON OLIVE TOWNSHIP
 AA3859'FIRE DEPARTMENT COMMUNITY CENTER IN THE VILLAGE OF BORCULO, GO SOUTH
 AA3859'ON 96TH AVENUE FOR 1.0 MILES (1.6 KM) TO STATION ON RIGHT AS
 AA3859'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3859'FLUSH WITH GROUND.  IT IS 174.0 FT (53.0 M) SOUTH OF THE CENTER OF
 AA3859'VANBUREN STREET, 29.0 FT (8.8 M) WEST OF THE CENTER OF 96TH AVENUE,
 AA3859'16.0 FT (4.9 M) SOUTH OF A FIELD DRIVE, 144.0 FT (43.9 M)
 AA3859'SOUTHWESTERLY OF A UTILITY POLE, 4.0 FT (1.2 M) NORTH OF A WITNESS
 AA3859'POST WITH SIGN. STATION IS ON THE BACK SIDE OF DITCH, SOUTHERLY OF A
 AA3859'FARM FIELD DRIVE.
 AA3859
 AA3859                          STATION RECOVERY (2004)
 AA3859
 AA3859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3859'MARK HAS BEEN HIT AND BENT OVER.
 AA3859'LOCATED 1.2 MILES SOUTH OF BLENDON TWP. COMMUNITY CENTER/FIRE DEPT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3860 ***********************************************************************
 AA3860  DESIGNATION -  70206
 AA3860  PID         -  AA3860
 AA3860  STATE/COUNTY-  MI/OTTAWA
 AA3860  COUNTRY     -  US
 AA3860  USGS QUAD   -  BORCULO (2017)
 AA3860
 AA3860                         *CURRENT SURVEY CONTROL
 AA3860  ______________________________________________________________________
 AA3860* NAD 83(2011) POSITION- 42 58 21.81333(N) 086 07 22.00640(W)   ADJUSTED
 AA3860* NAD 83(2011) ELLIP HT-   155.904 (meters)        (06/27/12)   ADJUSTED
 AA3860* NAD 83(2011) EPOCH   -  2010.00
 AA3860* NAVD 88 ORTHO HEIGHT -   189.400 (meters)      621.39  (feet) ADJUSTED
 AA3860  ______________________________________________________________________
 AA3860  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 AA3860  NAD 83(2011) X  -    316,058.478 (meters)                     COMP
 AA3860  NAD 83(2011) Y  - -4,663,435.308 (meters)                     COMP
 AA3860  NAD 83(2011) Z  -  4,325,391.578 (meters)                     COMP
 AA3860  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 AA3860  DYNAMIC HEIGHT  -        189.357 (meters)      621.25  (feet) COMP
 AA3860  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 AA3860
 AA3860  VERT ORDER      -  FIRST     CLASS II
 AA3860
 AA3860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3860  Standards:
 AA3860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3860  -------------------------------------------------------------------
 AA3860  NETWORK   10.62   7.74           2.61   5.19   3.95      0.19648555
 AA3860  -------------------------------------------------------------------
 AA3860  Click here for local accuracies and other accuracy information.
 AA3860
 AA3860.The horizontal coordinates were established by GPS observations
 AA3860.and adjusted by the National Geodetic Survey in June 2012.
 AA3860
 AA3860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3860.been affixed to the stable North American tectonic plate. See 
 AA3860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3860
 AA3860.The horizontal coordinates are valid at the epoch date displayed above
 AA3860.which is a decimal equivalence of Year/Month/Day.
 AA3860
 AA3860.The orthometric height was determined by differential leveling and
 AA3860.adjusted by the NATIONAL GEODETIC SURVEY
 AA3860.in March 2014.
 AA3860
 AA3860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3860.GEOID18 height accuracy estimate available here.
 AA3860
 AA3860.Click photographs - Photos may exist for this station.
 AA3860
 AA3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3860
 AA3860.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3860
 AA3860.The ellipsoidal height was determined by GPS observations
 AA3860.and is referenced to NAD 83.
 AA3860
 AA3860.The dynamic height is computed by dividing the NAVD 88
 AA3860.geopotential number by the normal gravity value computed on the
 AA3860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3860.degrees latitude (g = 980.6199 gals.).
 AA3860
 AA3860.The modeled gravity was interpolated from observed gravity values.
 AA3860
 AA3860. The following values were computed from the NAD 83(2011) position.
 AA3860
 AA3860;                    North         East     Units Scale Factor Converg.
 AA3860;SPC MI S     -   165,080.756 3,856,765.096   MT  0.99990805   -1 11 42.3
 AA3860;SPC MI S     -   541,603.53 12,653,428.79   iFT  0.99990805   -1 11 42.3
 AA3860;UTM  16      - 4,758,159.348   571,532.612   MT  0.99966295   +0 35 52.7
 AA3860
 AA3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3860!SPC MI S     -   0.99997555  x   0.99990805  =   0.99988360
 AA3860!UTM  16      -   0.99997555  x   0.99966295  =   0.99963851
 AA3860
 AA3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7153258159(NAD 83)
 AA3860
 AA3860                          SUPERSEDED SURVEY CONTROL
 AA3860
 AA3860  NAD 83(2007)-  42 58 21.81366(N)    086 07 22.00711(W) AD(2002.00) 0
 AA3860  ELLIP H (02/10/07)  155.928  (m)                       GP(2002.00)    
 AA3860  ELLIP H (07/17/02)  155.894  (m)                       GP(       ) 4 1
 AA3860  NAD 83(1994)-  42 58 21.81358(N)    086 07 22.01116(W) AD(       ) 1
 AA3860  ELLIP H (02/03/97)  155.915  (m)                       GP(       ) 4 1
 AA3860  NAD 83(1991)-  42 58 21.81507(N)    086 07 22.02101(W) AD(       ) 1
 AA3860  NAVD 88 (12/16/94)  189.4    (m)  GEOID93  model used  GPS OBS        
 AA3860
 AA3860.Superseded values are not recommended for survey control.
 AA3860
 AA3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3860.See file dsdata.pdf to determine how the superseded data were derived.
 AA3860
 AA3860_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3860_STAMPING: 70206 1993
 AA3860_MARK LOGO: MIDT
 AA3860_PROJECTION: FLUSH
 AA3860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3860+STABILITY: SURFACE MOTION
 AA3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3860+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AA3860
 AA3860  HISTORY     - Date     Condition        Report By
 AA3860  HISTORY     - 1993     MONUMENTED       MIDT
 AA3860  HISTORY     - 20041013 GOOD             INDIV
 AA3860  HISTORY     - 20120522 GOOD             MIDT
 AA3860  HISTORY     - 20200728 GOOD             MIDT
 AA3860
 AA3860                          STATION DESCRIPTION
 AA3860
 AA3860'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3860'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 AA3860'IN THE SOUTHEAST 1/4 OF SECTION 19, T-7-N, R-15-W, ROBINSON TOWNSHIP,
 AA3860'ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF GRAND HAVEN, ABOUT 13.0 MI (20.9
 AA3860'KM) NORTH OF HOLLAND, AND ABOUT 15.0 MI (24.1 KM) NORTHWEST OF
 AA3860'HUDSONVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3860'THE INTERSECTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45
 AA3860'ABOUT 6 MI (9.7 KM) SOUTH OF GRAND HAVEN, GO EAST 3.0 MI (4.8 KM)
 AA3860'ALONG STATE HIGHWAY M-45 TO THE STATION ON THE LEFT, AS DESCRIBED.
 AA3860'STATION IS AN ALUMINUM DISK IN TOP OF A CONCRETE MONUMENT SET FLUSH
 AA3860'WITH GROUND.  IT IS 39.0 FT (11.9 M) NORTH FROM THE CENTER OF STATE
 AA3860'HIGHWAY M-45, 20.6 FT (6.3 M) WEST FROM THE NORTHEAST CORNER OF
 AA3860'CULVERT CONCRETE HEADWALL, 46.0 FT (14.0 M) WEST FROM THE CENTER
 AA3860'COUNTY ROAD 136TH AVENUE, 179.0 FT (54.6 M) EAST OF A JUNIPER BUSH AND
 AA3860'4.0 SOUTH FROM A METAL WITNESS POST WITH SIGN.
 AA3860
 AA3860                          STATION RECOVERY (2004)
 AA3860
 AA3860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3860'RECOVERED IN GOOD CONDITION.
 AA3860
 AA3860                          STATION RECOVERY (2012)
 AA3860
 AA3860'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3860'RECOVERED AS DESCRIBED.
 AA3860
 AA3860                          STATION RECOVERY (2020)
 AA3860
 AA3860'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA3860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3861 ***********************************************************************
 AA3861  DESIGNATION -  70207
 AA3861  PID         -  AA3861
 AA3861  STATE/COUNTY-  MI/OTTAWA
 AA3861  COUNTRY     -  US
 AA3861  USGS QUAD   -  BORCULO (2017)
 AA3861
 AA3861                         *CURRENT SURVEY CONTROL
 AA3861  ______________________________________________________________________
 AA3861* NAD 83(2011) POSITION- 42 58 21.51902(N) 086 06 08.16168(W)   ADJUSTED
 AA3861* NAD 83(2011) ELLIP HT-   156.179 (meters)        (06/27/12)   ADJUSTED
 AA3861* NAD 83(2011) EPOCH   -  2010.00
 AA3861* NAVD 88 ORTHO HEIGHT -   189.678 (meters)      622.30  (feet) ADJUSTED
 AA3861  ______________________________________________________________________
 AA3861  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 AA3861  NAD 83(2011) X  -    317,728.445 (meters)                     COMP
 AA3861  NAD 83(2011) Y  - -4,663,328.235 (meters)                     COMP
 AA3861  NAD 83(2011) Z  -  4,325,385.120 (meters)                     COMP
 AA3861  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AA3861  DYNAMIC HEIGHT  -        189.635 (meters)      622.16  (feet) COMP
 AA3861  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 AA3861
 AA3861  VERT ORDER      -  FIRST     CLASS II
 AA3861
 AA3861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3861  Standards:
 AA3861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3861  -------------------------------------------------------------------
 AA3861  NETWORK   10.62   7.78           2.61   5.19   3.97      0.19574673
 AA3861  -------------------------------------------------------------------
 AA3861  Click here for local accuracies and other accuracy information.
 AA3861
 AA3861.The horizontal coordinates were established by GPS observations
 AA3861.and adjusted by the National Geodetic Survey in June 2012.
 AA3861
 AA3861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3861.been affixed to the stable North American tectonic plate. See 
 AA3861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3861
 AA3861.The horizontal coordinates are valid at the epoch date displayed above
 AA3861.which is a decimal equivalence of Year/Month/Day.
 AA3861
 AA3861.The orthometric height was determined by differential leveling and
 AA3861.adjusted by the NATIONAL GEODETIC SURVEY
 AA3861.in March 2014.
 AA3861
 AA3861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3861.GEOID18 height accuracy estimate available here.
 AA3861
 AA3861.Click photographs - Photos may exist for this station.
 AA3861
 AA3861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3861
 AA3861.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3861
 AA3861.The ellipsoidal height was determined by GPS observations
 AA3861.and is referenced to NAD 83.
 AA3861
 AA3861.The dynamic height is computed by dividing the NAVD 88
 AA3861.geopotential number by the normal gravity value computed on the
 AA3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3861.degrees latitude (g = 980.6199 gals.).
 AA3861
 AA3861.The modeled gravity was interpolated from observed gravity values.
 AA3861
 AA3861. The following values were computed from the NAD 83(2011) position.
 AA3861
 AA3861;                    North         East     Units Scale Factor Converg.
 AA3861;SPC MI S     -   165,036.983 3,858,437.737   MT  0.99990804   -1 10 52.1
 AA3861;SPC MI S     -   541,459.92 12,658,916.46   iFT  0.99990804   -1 10 52.1
 AA3861;UTM  16      - 4,758,167.931   573,205.397   MT  0.99966593   +0 36 43.1
 AA3861
 AA3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3861!SPC MI S     -   0.99997551  x   0.99990804  =   0.99988355
 AA3861!UTM  16      -   0.99997551  x   0.99966593  =   0.99964145
 AA3861
 AA3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7320558167(NAD 83)
 AA3861
 AA3861                          SUPERSEDED SURVEY CONTROL
 AA3861
 AA3861  NAD 83(2007)-  42 58 21.51935(N)    086 06 08.16239(W) AD(2002.00) 0
 AA3861  ELLIP H (02/10/07)  156.204  (m)                       GP(2002.00)    
 AA3861  ELLIP H (07/17/02)  156.170  (m)                       GP(       ) 4 1
 AA3861  NAD 83(1994)-  42 58 21.51927(N)    086 06 08.16643(W) AD(       ) 1
 AA3861  ELLIP H (02/03/97)  156.190  (m)                       GP(       ) 4 1
 AA3861  NAD 83(1991)-  42 58 21.52076(N)    086 06 08.17629(W) AD(       ) 1
 AA3861  NAVD 88 (12/16/94)  189.6    (m)  GEOID93  model used  GPS OBS        
 AA3861
 AA3861.Superseded values are not recommended for survey control.
 AA3861
 AA3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3861.See file dsdata.pdf to determine how the superseded data were derived.
 AA3861
 AA3861_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3861_STAMPING: 70207 1993
 AA3861_MARK LOGO: MIDT
 AA3861_PROJECTION: FLUSH
 AA3861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3861+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 AA3861
 AA3861  HISTORY     - Date     Condition        Report By
 AA3861  HISTORY     - 1993     MONUMENTED       MIDT
 AA3861  HISTORY     - 20041014 GOOD             INDIV
 AA3861  HISTORY     - 20080107 GOOD             MIDT
 AA3861  HISTORY     - 20120522 GOOD             MIDT
 AA3861
 AA3861                          STATION DESCRIPTION
 AA3861
 AA3861'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3861'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 AA3861'IN THE SOUTHWEST 1/4 OF SECTION 21, T-7-N, R-15-W, ROBINSON TOWNSHIP,
 AA3861'ABOUT 9 MI (14.5 KM) SOUTHEAST OF GRAND HAVEN, ABOUT 13 MI (20.9 KM)
 AA3861'NORTH OF HOLLAND, AND ABOUT 14 MI (22.5 KM) NORTHWEST OF THE VILLAGE
 AA3861'OF BORCULO, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3861'INTERSECTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT
 AA3861'6 MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO EAST 4.05 MI (6.52 KM) ALONG
 AA3861'STATE HIGHWAY M-45 TO THE STATION ON THE LEFT, AS DESCRIBED. STATION
 AA3861'IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA3861'IT IS 19.4 FT (5.9 M) NORTH FROM THE NORTH EDGE OF BITUMINOUS PAVEMENT
 AA3861'OF STATE HIGHWAY M-45, 80 FT (24.4 M) NORTHEAST FROM CENTER OF MAPLE
 AA3861'TREE, 110.5 FT (33.7 M) NORTHWEST FROM SCOTCH PINE TREE, 135 FT (41.1
 AA3861'M) EAST FROM THE CENTER OF COUNTY ROAD 128TH AVENUE, AND 4.0 FT (1.2
 AA3861'M) SOUTH FROM METAL WITNESS POST WITH SIGN.
 AA3861
 AA3861                          STATION RECOVERY (2004)
 AA3861
 AA3861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3861'RECOVERED IN GOOD CONDITION.
 AA3861
 AA3861                          STATION RECOVERY (2008)
 AA3861
 AA3861'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (RCZ)
 AA3861'PUBLISHED NAD83(2007) COORDINATES TO THIS STATION ARE BELEIVED TO BE
 AA3861'INACCURATE.
 AA3861'
 AA3861
 AA3861                          STATION RECOVERY (2012)
 AA3861
 AA3861'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3861'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3862 ***********************************************************************
 AA3862  DESIGNATION -  70208
 AA3862  PID         -  AA3862
 AA3862  STATE/COUNTY-  MI/OTTAWA
 AA3862  COUNTRY     -  US
 AA3862  USGS QUAD   -  ALLENDALE (2017)
 AA3862
 AA3862                         *CURRENT SURVEY CONTROL
 AA3862  ______________________________________________________________________
 AA3862* NAD 83(2011) POSITION- 42 58 18.84418(N) 085 59 48.57756(W)   NO CHECK
 AA3862* NAD 83(2011) ELLIP HT-   157.036 (meters)        (06/27/12)   NO CHECK
 AA3862* NAD 83(2011) EPOCH   -  2010.00
 AA3862* NAVD 88 ORTHO HEIGHT -   190.493 (meters)      624.98  (feet) ADJUSTED
 AA3862  ______________________________________________________________________
 AA3862  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 AA3862  NAD 83(2011) X  -    326,313.684 (meters)                     COMP
 AA3862  NAD 83(2011) Y  - -4,662,792.385 (meters)                     COMP
 AA3862  NAD 83(2011) Z  -  4,325,325.308 (meters)                     COMP
 AA3862  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 AA3862  DYNAMIC HEIGHT  -        190.448 (meters)      624.83  (feet) COMP
 AA3862  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 AA3862
 AA3862  VERT ORDER      -  FIRST     CLASS II
 AA3862
 AA3862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3862  Standards:
 AA3862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3862  -------------------------------------------------------------------
 AA3862  NETWORK   20.65  14.50           5.36  10.06   7.40      0.08275390
 AA3862  -------------------------------------------------------------------
 AA3862  Click here for local accuracies and other accuracy information.
 AA3862
 AA3862.The horizontal coordinates were established by GPS observations
 AA3862.and adjusted by the National Geodetic Survey in June 2012.
 AA3862
 AA3862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3862.been affixed to the stable North American tectonic plate. See 
 AA3862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3862
 AA3862.The horizontal coordinates are valid at the epoch date displayed above
 AA3862.which is a decimal equivalence of Year/Month/Day.
 AA3862
 AA3862.No horizontal observational check was made to the station.
 AA3862
 AA3862.The orthometric height was determined by differential leveling and
 AA3862.adjusted by the NATIONAL GEODETIC SURVEY
 AA3862.in March 2014.
 AA3862
 AA3862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3862.GEOID18 height accuracy estimate available here.
 AA3862
 AA3862.Click photographs - Photos may exist for this station.
 AA3862
 AA3862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3862
 AA3862.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3862
 AA3862.The ellipsoidal height was determined by GPS observations
 AA3862.and is referenced to NAD 83.
 AA3862
 AA3862.The dynamic height is computed by dividing the NAVD 88
 AA3862.geopotential number by the normal gravity value computed on the
 AA3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3862.degrees latitude (g = 980.6199 gals.).
 AA3862
 AA3862.The modeled gravity was interpolated from observed gravity values.
 AA3862
 AA3862. The following values were computed from the NAD 83(2011) position.
 AA3862
 AA3862;                    North         East     Units Scale Factor Converg.
 AA3862;SPC MI S     -   164,782.561 3,867,035.125   MT  0.99990802   -1 06 33.7
 AA3862;SPC MI S     -   540,625.20 12,687,123.11   iFT  0.99990802   -1 06 33.7
 AA3862;UTM  16      - 4,758,182.654   581,804.522   MT  0.99968232   +0 41 01.8
 AA3862
 AA3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3862!SPC MI S     -   0.99997537  x   0.99990802  =   0.99988340
 AA3862!UTM  16      -   0.99997537  x   0.99968232  =   0.99965770
 AA3862
 AA3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8180458182(NAD 83)
 AA3862
 AA3862                          SUPERSEDED SURVEY CONTROL
 AA3862
 AA3862  NAD 83(2007)-  42 58 18.84406(N)    085 59 48.57861(W) AD(2002.00) 0
 AA3862  ELLIP H (02/10/07)  157.014  (m)                       GP(2002.00)    
 AA3862  ELLIP H (07/17/02)  156.961  (m)                       GP(       ) 4 1
 AA3862  NAD 83(1994)-  42 58 18.84217(N)    085 59 48.58204(W) AD(       ) 1
 AA3862  ELLIP H (02/03/97)  156.983  (m)                       GP(       ) 4 1
 AA3862  NAD 83(1991)-  42 58 18.84378(N)    085 59 48.59424(W) AD(       ) 1
 AA3862  NAVD 88 (12/16/94)  190.5    (m)  GEOID93  model used  GPS OBS        
 AA3862
 AA3862.Superseded values are not recommended for survey control.
 AA3862
 AA3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3862.See file dsdata.pdf to determine how the superseded data were derived.
 AA3862
 AA3862_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3862_STAMPING: 70208 1993
 AA3862_MARK LOGO: MIDT
 AA3862_PROJECTION: FLUSH
 AA3862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3862+STABILITY: SURFACE MOTION
 AA3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3862+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 AA3862
 AA3862  HISTORY     - Date     Condition        Report By
 AA3862  HISTORY     - 1993     MONUMENTED       MIDT
 AA3862  HISTORY     - 20041014 GOOD             INDIV
 AA3862  HISTORY     - 20120522 GOOD             MIDT
 AA3862  HISTORY     - 20200730 GOOD             MIDT
 AA3862
 AA3862                          STATION DESCRIPTION
 AA3862
 AA3862'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3862'STATION IS LOCATED IN QUAD 420854 ON THE ALLENDALE QUADRANGLE MAP. IT
 AA3862'IS IN THE SOUTHEAST 1/4 OF SECTION 30, T-7-N, R-14-W, ALLENDALE
 AA3862'TOWNSHIP, ABOUT 2.5 MI (4.0 KM) WEST OF ALLENDALE, ABOUT 10 MI (16.1
 AA3862'KM) NORTHWEST OF HUDSONVILLE, AND ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 AA3862'COOPERSVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3862'THE ALLENDALE TOWNSHIP HALL, IN VILLAGE OF ALLENDALE ON STATE HIGHWAY
 AA3862'M-45, GO WEST 0.1 MI (0.2 KM) ALONG STATE HIGHWAY M-45 TO COUNTY ROAD
 AA3862'68TH AVENUE, CONTINUE GOING WEST 2.3 MI (3.7 KM) ALONG STATE HIGHWAY
 AA3862'M-45 TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS AN ALUMINUM
 AA3862'DISK ON TOP OF A CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 33.5
 AA3862'FT (10.2 M)  SOUTHERLY OF THE SOUTH EDGE OF BITUMINOUS PAVEMENT OF
 AA3862'STATE HIGHWAY M-45, 81.5 FT (24.8 M) NORTHWESTERLY OF MAPLE TREE, 52.0
 AA3862'FT (15.8 M) NORTHERLY OF NORTHERN MOST SPRUCE TREE IN CLUMP OF SPRUCE
 AA3862'TREES, 72.0 FT (21.9 M) EASTERLY OF A PHONE PEDESTAL WITH WOOD POST
 AA3862'CONNECTED, AND 4 FT (1.2 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 AA3862
 AA3862                          STATION RECOVERY (2004)
 AA3862
 AA3862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3862'1.2 FEET NORTH OF METAL WITNESS POST WITH SIGN
 AA3862
 AA3862                          STATION RECOVERY (2012)
 AA3862
 AA3862'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3862'RECOVERED AS DESCRIBED.
 AA3862
 AA3862                          STATION RECOVERY (2020)
 AA3862
 AA3862'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA3862'THE MARK IS 58 FT (17.7 M) SOUTHWEST FROM THE 84TH AVENUE SIGN POST,
 AA3862'92.6 FT (28.2 M) SOUTH FROM THE POWER POLE (NO. 388 50) AND 59 FT
 AA3862'(18.0 M) SOUTHEAST FROM THE EDGE OF THE SKYLINE FALL PROTECTION
 AA3862'DRIVEWAY.  IT MIGHT BE BURIED UNDER THE NEW GRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3863 ***********************************************************************
 AA3863  DESIGNATION -  70209
 AA3863  PID         -  AA3863
 AA3863  STATE/COUNTY-  MI/OTTAWA
 AA3863  COUNTRY     -  US
 AA3863  USGS QUAD   -  ALLENDALE (2017)
 AA3863
 AA3863                         *CURRENT SURVEY CONTROL
 AA3863  ______________________________________________________________________
 AA3863* NAD 83(2011) POSITION- 42 58 20.15730(N) 085 58 39.18007(W)   ADJUSTED
 AA3863* NAD 83(2011) ELLIP HT-   156.336 (meters)        (06/27/12)   ADJUSTED
 AA3863* NAD 83(2011) EPOCH   -  2010.00
 AA3863* NAVD 88 ORTHO HEIGHT -   189.791 (meters)      622.67  (feet) ADJUSTED
 AA3863  ______________________________________________________________________
 AA3863  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 AA3863  NAD 83(2011) X  -    327,880.481 (meters)                     COMP
 AA3863  NAD 83(2011) Y  - -4,662,654.269 (meters)                     COMP
 AA3863  NAD 83(2011) Z  -  4,325,354.481 (meters)                     COMP
 AA3863  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AA3863  DYNAMIC HEIGHT  -        189.745 (meters)      622.52  (feet) COMP
 AA3863  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 AA3863
 AA3863  VERT ORDER      -  FIRST     CLASS II
 AA3863
 AA3863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3863  Standards:
 AA3863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3863  -------------------------------------------------------------------
 AA3863  NETWORK   20.63  14.46           5.35  10.05   7.38      0.08262420
 AA3863  -------------------------------------------------------------------
 AA3863  Click here for local accuracies and other accuracy information.
 AA3863
 AA3863.The horizontal coordinates were established by GPS observations
 AA3863.and adjusted by the National Geodetic Survey in June 2012.
 AA3863
 AA3863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3863.been affixed to the stable North American tectonic plate. See 
 AA3863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3863
 AA3863.The horizontal coordinates are valid at the epoch date displayed above
 AA3863.which is a decimal equivalence of Year/Month/Day.
 AA3863
 AA3863.The orthometric height was determined by differential leveling and
 AA3863.adjusted by the NATIONAL GEODETIC SURVEY
 AA3863.in March 2014.
 AA3863
 AA3863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3863.GEOID18 height accuracy estimate available here.
 AA3863
 AA3863.Click photographs - Photos may exist for this station.
 AA3863
 AA3863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3863
 AA3863.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3863
 AA3863.The ellipsoidal height was determined by GPS observations
 AA3863.and is referenced to NAD 83.
 AA3863
 AA3863.The dynamic height is computed by dividing the NAVD 88
 AA3863.geopotential number by the normal gravity value computed on the
 AA3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3863.degrees latitude (g = 980.6199 gals.).
 AA3863
 AA3863.The modeled gravity was interpolated from observed gravity values.
 AA3863
 AA3863. The following values were computed from the NAD 83(2011) position.
 AA3863
 AA3863;                    North         East     Units Scale Factor Converg.
 AA3863;SPC MI S     -   164,792.807 3,868,608.053   MT  0.99990803   -1 05 46.5
 AA3863;SPC MI S     -   540,658.82 12,692,283.64   iFT  0.99990803   -1 05 46.5
 AA3863;UTM  16      - 4,758,242.103   583,376.006   MT  0.99968552   +0 41 49.2
 AA3863
 AA3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3863!SPC MI S     -   0.99997548  x   0.99990803  =   0.99988352
 AA3863!UTM  16      -   0.99997548  x   0.99968552  =   0.99966101
 AA3863
 AA3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8337658242(NAD 83)
 AA3863
 AA3863                          SUPERSEDED SURVEY CONTROL
 AA3863
 AA3863  NAD 83(2007)-  42 58 20.15718(N)    085 58 39.18113(W) AD(2002.00) 0
 AA3863  ELLIP H (02/10/07)  156.314  (m)                       GP(2002.00)    
 AA3863  ELLIP H (07/17/02)  156.260  (m)                       GP(       ) 4 1
 AA3863  NAD 83(1994)-  42 58 20.15529(N)    085 58 39.18455(W) AD(       ) 1
 AA3863  ELLIP H (02/03/97)  156.282  (m)                       GP(       ) 4 1
 AA3863  NAD 83(1991)-  42 58 20.15691(N)    085 58 39.19676(W) AD(       ) 1
 AA3863  NAVD 88 (12/16/94)  189.8    (m)  GEOID93  model used  GPS OBS        
 AA3863
 AA3863.Superseded values are not recommended for survey control.
 AA3863
 AA3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3863.See file dsdata.pdf to determine how the superseded data were derived.
 AA3863
 AA3863_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3863_STAMPING: 70209 1993
 AA3863_MARK LOGO: MIDT
 AA3863_PROJECTION: FLUSH
 AA3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3863+STABILITY: SURFACE MOTION
 AA3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3863+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 AA3863
 AA3863  HISTORY     - Date     Condition        Report By
 AA3863  HISTORY     - 1993     MONUMENTED       MIDT
 AA3863  HISTORY     - 20041014 GOOD             INDIV
 AA3863  HISTORY     - 20080107 GOOD             MIDT
 AA3863  HISTORY     - 20120522 SEE DESCRIPTION  MIDT
 AA3863  HISTORY     - 20200730 POOR             MIDT
 AA3863
 AA3863                          STATION DESCRIPTION
 AA3863
 AA3863'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3863'STATION IS LOCATED IN QUAD 420854 ON THE ALLENDALE QUADRANGLE MAP. IT
 AA3863'IS IN THE SOUTHEAST 1/4 SECTION 29, T-7-N, R-14-W, ALLENDALE TOWNSHIP,
 AA3863'IT IS ABOUT 1.2 MI (1.9 KM) WEST OF ALLENDALE, ABOUT 14 MI (22.5 KM)
 AA3863'SOUTHEAST OF GRAND HAVEN, AND ABOUT 11 MI (17.7 KM) NORTHEAST OF
 AA3863'ZEELAND, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3863'ALLENDALE TOWNSHIP HALL LOCATED ON STATE HIGHWAY M-45 IN THE VILLAGE
 AA3863'OF ALLENDALE, GO WEST 0.1 MI (0.2 KM) ALONG STATE HIGHWAY M-45 TO
 AA3863'COUNTY ROAD 68TH AVENUE.  CONTINUE WEST 1.3 MI (2.1 KM) ALONG STATE
 AA3863'HIGHWAY M-45 TO STATION ON THE RIGHT AS DESCRIBED. STATION IS AN
 AA3863'ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET FLUSH WITH GROUND.  IT
 AA3863'IS 358 FT (109.1 M) EASTERLY FROM COUNTY ROAD 78TH AVENUE, 17.8 FT
 AA3863'(5.4 M) NORTHERLY FROM THE NORTH EDGE OF BITUMINOUS PAVEMENT OF STATE
 AA3863'HIGHWAY M-45, 56.0 FT (17.1 M) SOUTHEASTERLY FROM A UTILTY POLE, 100
 AA3863'FT (30.5 M) SOUTHWESTERLY FROM TWIN ELM TREE, AND 4.3 FT (1.3 M) SOUTH
 AA3863'FROM A METAL WITNESS POST WITH SIGN.
 AA3863
 AA3863                          STATION RECOVERY (2004)
 AA3863
 AA3863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3863'STAMPING IS UNREADABLE, CENTER POINT OF DISK IS GOOD
 AA3863
 AA3863                          STATION RECOVERY (2008)
 AA3863
 AA3863'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (RCZ)
 AA3863'PUBLISHED NAD83(2007) COORDINATES TO THIS STATION ARE BELEIVED TO BE
 AA3863'INACCURATE.
 AA3863'
 AA3863
 AA3863                          STATION RECOVERY (2012)
 AA3863
 AA3863'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3863'RECOVERED AS DESCRIBED.
 AA3863'
 AA3863'IT LOOKS LIKE A LAWN MOWER HIT THE DISK AND TOOK SOME PIECES OFF OF
 AA3863'IT.
 AA3863
 AA3863                          STATION RECOVERY (2020)
 AA3863
 AA3863'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA3863'THE SURFACE HAS BEEN SCRATCHED UP A LITTLE BIT BUT STILL GOOD FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3864 ***********************************************************************
 AA3864  DESIGNATION -  70210
 AA3864  PID         -  AA3864
 AA3864  STATE/COUNTY-  MI/OTTAWA
 AA3864  COUNTRY     -  US
 AA3864  USGS QUAD   -  GRAND HAVEN (2017)
 AA3864
 AA3864                         *CURRENT SURVEY CONTROL
 AA3864  ______________________________________________________________________
 AA3864* NAD 83(2011) POSITION- 43 01 00.63705(N) 086 12 36.21748(W)   ADJUSTED
 AA3864* NAD 83(2011) ELLIP HT-   149.301 (meters)        (06/27/12)   ADJUSTED
 AA3864* NAD 83(2011) EPOCH   -  2010.00
 AA3864* NAVD 88 ORTHO HEIGHT -   182.9   (meters)      600.    (feet) GPS OBS
 AA3864  ______________________________________________________________________
 AA3864  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3864  GEOID HEIGHT    -         -33.36 (meters)                     GEOID93
 AA3864  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 AA3864  NAD 83(2011) X  -    308,732.881 (meters)                     COMP
 AA3864  NAD 83(2011) Y  - -4,660,571.521 (meters)                     COMP
 AA3864  NAD 83(2011) Z  -  4,328,971.941 (meters)                     COMP
 AA3864  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 AA3864
 AA3864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3864  Standards:
 AA3864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3864  -------------------------------------------------------------------
 AA3864  NETWORK   18.02   9.39           3.37   9.01   4.79      0.14690115
 AA3864  -------------------------------------------------------------------
 AA3864  Click here for local accuracies and other accuracy information.
 AA3864
 AA3864.The horizontal coordinates were established by GPS observations
 AA3864.and adjusted by the National Geodetic Survey in June 2012.
 AA3864
 AA3864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3864.been affixed to the stable North American tectonic plate. See 
 AA3864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3864
 AA3864.The horizontal coordinates are valid at the epoch date displayed above
 AA3864.which is a decimal equivalence of Year/Month/Day.
 AA3864
 AA3864.The orthometric height was determined by GPS observations and a
 AA3864.high-resolution geoid model.
 AA3864
 AA3864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3864.GEOID18 height accuracy estimate available here.
 AA3864
 AA3864.Click photographs - Photos may exist for this station.
 AA3864
 AA3864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3864
 AA3864.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3864
 AA3864.The ellipsoidal height was determined by GPS observations
 AA3864.and is referenced to NAD 83.
 AA3864
 AA3864. The following values were computed from the NAD 83(2011) position.
 AA3864
 AA3864;                    North         East     Units Scale Factor Converg.
 AA3864;SPC MI S     -   170,132.463 3,849,754.557   MT  0.99990952   -1 15 16.1
 AA3864;SPC MI S     -   558,177.37 12,630,428.34   iFT  0.99990952   -1 15 16.1
 AA3864;UTM  16      - 4,762,987.984   564,369.228   MT  0.99965097   +0 32 20.1
 AA3864
 AA3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3864!SPC MI S     -   0.99997659  x   0.99990952  =   0.99988611
 AA3864!UTM  16      -   0.99997659  x   0.99965097  =   0.99962756
 AA3864
 AA3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6436962987(NAD 83)
 AA3864
 AA3864                          SUPERSEDED SURVEY CONTROL
 AA3864
 AA3864  NAD 83(2007)-  43 01 00.63555(N)    086 12 36.21744(W) AD(2002.00) 0
 AA3864  ELLIP H (02/10/07)  149.353  (m)                       GP(2002.00)    
 AA3864  ELLIP H (07/17/02)  149.298  (m)                       GP(       ) 4 1
 AA3864  NAD 83(1994)-  43 01 00.63724(N)    086 12 36.22208(W) AD(       ) 1
 AA3864  ELLIP H (02/03/97)  149.319  (m)                       GP(       ) 4 1
 AA3864  NAD 83(1991)-  43 01 00.63884(N)    086 12 36.23306(W) AD(       ) 1
 AA3864
 AA3864.Superseded values are not recommended for survey control.
 AA3864
 AA3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3864.See file dsdata.pdf to determine how the superseded data were derived.
 AA3864
 AA3864_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3864_STAMPING: 70210 1993
 AA3864_MARK LOGO: MIDT
 AA3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3864+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 AA3864
 AA3864  HISTORY     - Date     Condition        Report By
 AA3864  HISTORY     - 1993     MONUMENTED       MIDT
 AA3864  HISTORY     - 20040311 GOOD             INDIV
 AA3864
 AA3864                          STATION DESCRIPTION
 AA3864
 AA3864'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3864'STATION IS LOCATED IN QUAD 430862 ON THE GRAND HAVEN QUADRANGLE MAP.
 AA3864'IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-7-N, R-16-W, GRAND HAVEN
 AA3864'TOWNSHIP, ABOUT 3 MI (4.8 KM) SOUTH OF GRAND HAVEN, ABOUT 17 MI (27.4
 AA3864'KM) NORTH OF HOLLAND, ABOUT 14 MI (22.5 KM) WEST OF COOPERSVILLE, AND
 AA3864'ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF
 AA3864'UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT 6 MILES (9.7 KM)
 AA3864'SOUTH OF GRAND HAVEN, GO NORTH 3.5 MI (5.6 KM) ALONG UNITED STATES
 AA3864'HIGHWAY 31 TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS AN
 AA3864'ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA3864'IT IS 18.9 FT (5.8 M) NORTHEAST OF EASTERLY EDGE OF CONCRETE PAVEMENT
 AA3864'OF UNITED STATES HIGHWAY 31 NORTHBOUND ROADWAY, 45.3 FT (13.8 M)
 AA3864'WESTERLY OF EAST RIGHT-OF-WAY FENCE, 88 FT (26.8 M) SOUTH OF PHONE
 AA3864'CABLE PEDESTAL, 155 FT (47.2 M) NORTHERLY OF UTILITY POLE, AND 4 FT
 AA3864'(1.2 M) SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 AA3864
 AA3864                          STATION RECOVERY (2004)
 AA3864
 AA3864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3865 ***********************************************************************
 AA3865  DESIGNATION -  70211
 AA3865  PID         -  AA3865
 AA3865  STATE/COUNTY-  MI/OTTAWA
 AA3865  COUNTRY     -  US
 AA3865  USGS QUAD   -  GRAND HAVEN (2017)
 AA3865
 AA3865                         *CURRENT SURVEY CONTROL
 AA3865  ______________________________________________________________________
 AA3865* NAD 83(2011) POSITION- 43 01 45.03341(N) 086 13 04.63814(W)   ADJUSTED
 AA3865* NAD 83(2011) ELLIP HT-   148.056 (meters)        (06/27/12)   ADJUSTED
 AA3865* NAD 83(2011) EPOCH   -  2010.00
 AA3865* NAVD 88 ORTHO HEIGHT -   181.7   (meters)      596.    (feet) GPS OBS
 AA3865  ______________________________________________________________________
 AA3865  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3865  GEOID HEIGHT    -         -33.37 (meters)                     GEOID93
 AA3865  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 AA3865  NAD 83(2011) X  -    308,028.991 (meters)                     COMP
 AA3865  NAD 83(2011) Y  - -4,659,680.356 (meters)                     COMP
 AA3865  NAD 83(2011) Z  -  4,329,972.721 (meters)                     COMP
 AA3865  LAPLACE CORR    -          1.94  (seconds)                    DEFLEC18
 AA3865
 AA3865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3865  Standards:
 AA3865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3865  -------------------------------------------------------------------
 AA3865  NETWORK   18.02   9.45           3.39   9.01   4.82      0.14679795
 AA3865  -------------------------------------------------------------------
 AA3865  Click here for local accuracies and other accuracy information.
 AA3865
 AA3865.The horizontal coordinates were established by GPS observations
 AA3865.and adjusted by the National Geodetic Survey in June 2012.
 AA3865
 AA3865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3865.been affixed to the stable North American tectonic plate. See 
 AA3865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3865
 AA3865.The horizontal coordinates are valid at the epoch date displayed above
 AA3865.which is a decimal equivalence of Year/Month/Day.
 AA3865
 AA3865.The orthometric height was determined by GPS observations and a
 AA3865.high-resolution geoid model.
 AA3865
 AA3865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3865.GEOID18 height accuracy estimate available here.
 AA3865
 AA3865.Click photographs - Photos may exist for this station.
 AA3865
 AA3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3865
 AA3865.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3865
 AA3865.The ellipsoidal height was determined by GPS observations
 AA3865.and is referenced to NAD 83.
 AA3865
 AA3865. The following values were computed from the NAD 83(2011) position.
 AA3865
 AA3865;                    North         East     Units Scale Factor Converg.
 AA3865;SPC MI S     -   171,516.164 3,849,141.330   MT  0.99991003   -1 15 35.5
 AA3865;SPC MI S     -   562,717.07 12,628,416.44   iFT  0.99991003   -1 15 35.5
 AA3865;UTM  16      - 4,764,351.461   563,713.167   MT  0.99964994   +0 32 01.2
 AA3865
 AA3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3865!SPC MI S     -   0.99997678  x   0.99991003  =   0.99988681
 AA3865!UTM  16      -   0.99997678  x   0.99964994  =   0.99962673
 AA3865
 AA3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6371364351(NAD 83)
 AA3865
 AA3865                          SUPERSEDED SURVEY CONTROL
 AA3865
 AA3865  NAD 83(2007)-  43 01 45.03192(N)    086 13 04.63810(W) AD(2002.00) 0
 AA3865  ELLIP H (02/10/07)  148.108  (m)                       GP(2002.00)    
 AA3865  ELLIP H (07/17/02)  148.054  (m)                       GP(       ) 4 1
 AA3865  NAD 83(1994)-  43 01 45.03361(N)    086 13 04.64274(W) AD(       ) 1
 AA3865  ELLIP H (02/03/97)  148.074  (m)                       GP(       ) 4 1
 AA3865  NAD 83(1991)-  43 01 45.03521(N)    086 13 04.65372(W) AD(       ) 1
 AA3865
 AA3865.Superseded values are not recommended for survey control.
 AA3865
 AA3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3865.See file dsdata.pdf to determine how the superseded data were derived.
 AA3865
 AA3865_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3865_STAMPING: 70211 1993
 AA3865_MARK LOGO: MIDT
 AA3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3865+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2013
 AA3865
 AA3865  HISTORY     - Date     Condition        Report By
 AA3865  HISTORY     - 1993     MONUMENTED       MIDT
 AA3865  HISTORY     - 20040311 GOOD             INDIV
 AA3865  HISTORY     - 20130329 GOOD             INDIV
 AA3865
 AA3865                          STATION DESCRIPTION
 AA3865
 AA3865'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3865'STATION IS LOCATED IN QUAD 430862 ON THE GRAND HAVEN QUADRANGLE MAP.
 AA3865'IT IS IN THE NORTHWEST 1/4 OF SECTION 4, T-7-N, R-16-W, GRAND HAVEN
 AA3865'TOWNSHIP, ABOUT 2.0 MI (3.2 KM) SOUTH OF GRAND HAVEN, ABOUT 14.0 MI
 AA3865'(22.5 KM) WESTERLY OF COOPERSVILLE, ABOUT 18.0 MI (29.0 KM) NORTH OF
 AA3865'HOLLAND, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3865'JUNCTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT 6
 AA3865'MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO NORTHWESTERLY 4.5 MI (7.2 KM)
 AA3865'ALONG UNITED STATES HIGHWAY 31 TO STATION ON THE LEFT AS DESCRIBED.
 AA3865'STATION IS 24.8 FT (7.6 M) WEST OF THE WESTERLY EDGE OF CONCRETE
 AA3865'PAVEMENT OF UNITED STATES HIGHWAY 31, 118 FT (36.0 M) EAST OF EASTERLY
 AA3865'RAIL OF RAILROAD, 252 FT (76.8 M) NORTH OF A SCOTCH PINE, 219 FT (66.8
 AA3865'M) NORTH OF A MAPLE TREE, AND 5.0 FT (1.5 M) EAST OF METAL WITNESS
 AA3865'POST WITH SIGN.
 AA3865
 AA3865                          STATION RECOVERY (2004)
 AA3865
 AA3865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3865'RECOVERED IN GOOD CONDITION.
 AA3865
 AA3865                          STATION RECOVERY (2013)
 AA3865
 AA3865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AA3865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3866 ***********************************************************************
 AA3866  DESIGNATION -  70212
 AA3866  PID         -  AA3866
 AA3866  STATE/COUNTY-  MI/OTTAWA
 AA3866  COUNTRY     -  US
 AA3866  USGS QUAD   -  NUNICA (2017)
 AA3866
 AA3866                         *CURRENT SURVEY CONTROL
 AA3866  ______________________________________________________________________
 AA3866* NAD 83(2011) POSITION- 43 04 26.01279(N) 086 06 58.55558(W)   NO CHECK
 AA3866* NAD 83(2011) ELLIP HT-   157.334 (meters)        (06/27/12)   NO CHECK
 AA3866* NAD 83(2011) EPOCH   -  2010.00
 AA3866* NAVD 88 ORTHO HEIGHT -   190.9   (meters)      626.    (feet) GPS OBS
 AA3866  ______________________________________________________________________
 AA3866  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3866  GEOID HEIGHT    -         -33.33 (meters)                     GEOID93
 AA3866  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 AA3866  NAD 83(2011) X  -    316,069.345 (meters)                     COMP
 AA3866  NAD 83(2011) Y  - -4,655,749.548 (meters)                     COMP
 AA3866  NAD 83(2011) Z  -  4,333,609.255 (meters)                     COMP
 AA3866  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 AA3866
 AA3866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3866  Standards:
 AA3866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3866  -------------------------------------------------------------------
 AA3866  NETWORK   20.76  10.29           3.66  10.42   5.25      0.05535991
 AA3866  -------------------------------------------------------------------
 AA3866  Click here for local accuracies and other accuracy information.
 AA3866
 AA3866.The horizontal coordinates were established by GPS observations
 AA3866.and adjusted by the National Geodetic Survey in June 2012.
 AA3866
 AA3866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3866.been affixed to the stable North American tectonic plate. See 
 AA3866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3866
 AA3866.The horizontal coordinates are valid at the epoch date displayed above
 AA3866.which is a decimal equivalence of Year/Month/Day.
 AA3866
 AA3866.No horizontal observational check was made to the station.
 AA3866
 AA3866.The orthometric height was determined by GPS observations and a
 AA3866.high-resolution geoid model.
 AA3866
 AA3866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3866.GEOID18 height accuracy estimate available here.
 AA3866
 AA3866.Click photographs - Photos may exist for this station.
 AA3866
 AA3866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3866
 AA3866.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3866
 AA3866.The ellipsoidal height was determined by GPS observations
 AA3866.and is referenced to NAD 83.
 AA3866
 AA3866. The following values were computed from the NAD 83(2011) position.
 AA3866
 AA3866;                    North         East     Units Scale Factor Converg.
 AA3866;SPC MI S     -   176,305.166 3,857,529.850   MT  0.99991230   -1 11 26.4
 AA3866;SPC MI S     -   578,429.02 12,655,937.83   iFT  0.99991230   -1 11 26.4
 AA3866;UTM  16      - 4,769,399.423   571,945.567   MT  0.99966368   +0 36 12.8
 AA3866
 AA3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3866!SPC MI S     -   0.99997533  x   0.99991230  =   0.99988763
 AA3866!UTM  16      -   0.99997533  x   0.99966368  =   0.99963902
 AA3866
 AA3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7194569399(NAD 83)
 AA3866
 AA3866                          SUPERSEDED SURVEY CONTROL
 AA3866
 AA3866  NAD 83(2007)-  43 04 26.01105(N)    086 06 58.55509(W) AD(2002.00) 0
 AA3866  ELLIP H (02/10/07)  157.396  (m)                       GP(2002.00)    
 AA3866  ELLIP H (07/17/02)  157.342  (m)                       GP(       ) 4 1
 AA3866  NAD 83(1994)-  43 04 26.01281(N)    086 06 58.55980(W) AD(       ) 1
 AA3866  ELLIP H (02/03/97)  157.363  (m)                       GP(       ) 4 1
 AA3866  NAD 83(1991)-  43 04 26.01443(N)    086 06 58.57070(W) AD(       ) 1
 AA3866
 AA3866.Superseded values are not recommended for survey control.
 AA3866
 AA3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3866.See file dsdata.pdf to determine how the superseded data were derived.
 AA3866
 AA3866_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3866_STAMPING: 70212 1993
 AA3866_MARK LOGO: MIDT
 AA3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3866+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2025
 AA3866
 AA3866  HISTORY     - Date     Condition        Report By
 AA3866  HISTORY     - 1993     MONUMENTED       MIDT
 AA3866  HISTORY     - 20051205 GOOD             INDIV
 AA3866  HISTORY     - 20080107 GOOD             MIDT
 AA3866  HISTORY     - 20250711 GOOD             MIDT
 AA3866
 AA3866                          STATION DESCRIPTION
 AA3866
 AA3866'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3866'STATION IS LOCATED IN QUAD 430862 ON THE NUNICA QUADRANGLE MAP. IT IS
 AA3866'NEAR THE NORTH 1/4 CORNER OF SECTION 20, T-8-N, R-15-W, CROCKERY
 AA3866'TOWNSHIP,  ABOUT 4.0 MI (6.4 KM) EAST OF SPRING LAKE, ABOUT 10.0 MI
 AA3866'(16.1 KM) WEST OF COOPERSVILLE, ABOUT 10.6 MI (17.1 KM) NORTHWEST OF
 AA3866'ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3866'SPRING LAKE TOWNSHIP HALL LOCATED ON COUNTY ROAD 150TH AVENUE, EAST OF
 AA3866'THE VILLAGE OF SPRING LAKE, GO NORTH 0.05 MI (0.08 KM) ALONG COUNTY
 AA3866'ROAD 150TH AVENUE TO STATE HIGHWAY M-104. TURN RIGHT AND GO EAST 2.25
 AA3866'MI (3.62 KM) ALONG STATE HIGHWAY M-104 TO STATION ON THE RIGHT AS
 AA3866'DESCRIBED. STATION IS ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3866'FLUSH WITH GROUND. IT IS 181 FT (55.2 M) WEST FROM GAS LINE MARKER,
 AA3866'166 FT (50.6 M) EAST FROM A UTILITY POLE, 122 FT (37.2 M) SOUTHWEST
 AA3866'FROM A MAPLE TREE, 24.5 FT (7.5 M) SOUTH FROM THE CENTER OF PAVEMENT
 AA3866'OF STATE HIGHWAY M-104, AND 4 FT (1.2 M) NORTH FROM METAL WITMESS POST
 AA3866'WITH SIGN.
 AA3866
 AA3866                          STATION RECOVERY (2005)
 AA3866
 AA3866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 AA3866'RECOVERED IN GOOD CONDITION.
 AA3866
 AA3866                          STATION RECOVERY (2008)
 AA3866
 AA3866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (RCZ)
 AA3866'PUBLISHED NAD83(2007) COORDINATES TO THIS STATION ARE BELEIVED TO BE
 AA3866'INACCURATE.
 AA3866'
 AA3866
 AA3866                          STATION RECOVERY (2025)
 AA3866
 AA3866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA3866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3867 ***********************************************************************
 AA3867  DESIGNATION -  70213
 AA3867  PID         -  AA3867
 AA3867  STATE/COUNTY-  MI/OTTAWA
 AA3867  COUNTRY     -  US
 AA3867  USGS QUAD   -  NUNICA (2017)
 AA3867
 AA3867                         *CURRENT SURVEY CONTROL
 AA3867  ______________________________________________________________________
 AA3867* NAD 83(2011) POSITION- 43 04 26.95417(N) 086 05 51.79288(W)   ADJUSTED
 AA3867* NAD 83(2011) ELLIP HT-   158.505 (meters)        (06/27/12)   ADJUSTED
 AA3867* NAD 83(2011) EPOCH   -  2010.00
 AA3867* NAVD 88 ORTHO HEIGHT -   192.1   (meters)      630.    (feet) GPS OBS
 AA3867  ______________________________________________________________________
 AA3867  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3867  GEOID HEIGHT    -         -33.32 (meters)                     GEOID93
 AA3867  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 AA3867  NAD 83(2011) X  -    317,574.985 (meters)                     COMP
 AA3867  NAD 83(2011) Y  - -4,655,628.059 (meters)                     COMP
 AA3867  NAD 83(2011) Z  -  4,333,631.276 (meters)                     COMP
 AA3867  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 AA3867
 AA3867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3867  Standards:
 AA3867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3867  -------------------------------------------------------------------
 AA3867  NETWORK   20.74  10.19           3.64  10.41   5.20      0.05462611
 AA3867  -------------------------------------------------------------------
 AA3867  Click here for local accuracies and other accuracy information.
 AA3867
 AA3867.The horizontal coordinates were established by GPS observations
 AA3867.and adjusted by the National Geodetic Survey in June 2012.
 AA3867
 AA3867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3867.been affixed to the stable North American tectonic plate. See 
 AA3867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3867
 AA3867.The horizontal coordinates are valid at the epoch date displayed above
 AA3867.which is a decimal equivalence of Year/Month/Day.
 AA3867
 AA3867.The orthometric height was determined by GPS observations and a
 AA3867.high-resolution geoid model.
 AA3867
 AA3867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3867.GEOID18 height accuracy estimate available here.
 AA3867
 AA3867.Click photographs - Photos may exist for this station.
 AA3867
 AA3867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3867
 AA3867.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3867
 AA3867.The ellipsoidal height was determined by GPS observations
 AA3867.and is referenced to NAD 83.
 AA3867
 AA3867. The following values were computed from the NAD 83(2011) position.
 AA3867
 AA3867;                    North         East     Units Scale Factor Converg.
 AA3867;SPC MI S     -   176,302.992 3,859,040.372   MT  0.99991231   -1 10 40.9
 AA3867;SPC MI S     -   578,421.89 12,660,893.61   iFT  0.99991231   -1 10 40.9
 AA3867;UTM  16      - 4,769,444.534   573,455.043   MT  0.99966638   +0 36 58.4
 AA3867
 AA3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3867!SPC MI S     -   0.99997514  x   0.99991231  =   0.99988746
 AA3867!UTM  16      -   0.99997514  x   0.99966638  =   0.99964153
 AA3867
 AA3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7345569444(NAD 83)
 AA3867
 AA3867                          SUPERSEDED SURVEY CONTROL
 AA3867
 AA3867  NAD 83(2007)-  43 04 26.95243(N)    086 05 51.79239(W) AD(2002.00) 0
 AA3867  ELLIP H (02/10/07)  158.567  (m)                       GP(2002.00)    
 AA3867  ELLIP H (07/17/02)  158.513  (m)                       GP(       ) 4 1
 AA3867  NAD 83(1994)-  43 04 26.95419(N)    086 05 51.79711(W) AD(       ) 1
 AA3867  ELLIP H (02/03/97)  158.534  (m)                       GP(       ) 4 1
 AA3867  NAD 83(1991)-  43 04 26.95581(N)    086 05 51.80801(W) AD(       ) 1
 AA3867
 AA3867.Superseded values are not recommended for survey control.
 AA3867
 AA3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3867.See file dsdata.pdf to determine how the superseded data were derived.
 AA3867
 AA3867_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3867_STAMPING: 70213 1993
 AA3867_MARK LOGO: MIDT
 AA3867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3867+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AA3867
 AA3867  HISTORY     - Date     Condition        Report By
 AA3867  HISTORY     - 1993     MONUMENTED       MIDT
 AA3867  HISTORY     - 20051205 GOOD             INDIV
 AA3867  HISTORY     - 20130312 MARK NOT FOUND   INDIV
 AA3867
 AA3867                          STATION DESCRIPTION
 AA3867
 AA3867'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3867'STATION IS LOCATED ON QUAD 430862 ON THE NUNICA QUADRANGLE MAP. IT IS
 AA3867'IN THE SOUTHWEST 1/4 SECTION 16, T-8-N, R-15-W, CROCKERY TOWNSHIP,
 AA3867'ABOUT 3 MI (4.8 KM) WEST OF NUNICA, ABOUT 4 MI (6.4 KM) EAST OF SPRING
 AA3867'LAKE, AND ABOUT 11 MI (17.7 KM) NORTHWEST OF ALLENDALE. TO REACH FROM
 AA3867'SPRING LAKE TOWNSHIP HALL ON COUNTY ROAD 150TH AVENUE, EAST OF THE
 AA3867'VILLAGE OF SPRING LAKE, GO NORTH 0.05 MI (0.08 KM) ALONG COUNTY ROAD
 AA3867'150TH AVENUE TO STATE HIGHWAY M-104. TURN RIGHT AND GO EAST 3.2 MI
 AA3867'(5.1 KM) ALONG STATE HIGHWAY M-104 TO STATION ON THE LEFT, AS
 AA3867'DESCRIBED. STATION IS AN ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3867'FLUSH WITH GROUND.  IT IS 41.5 FT (12.6 M) WEST OF CENTER OF DRIVEWAY
 AA3867'TO INTEGRITY CUSTOM TRAILERS, 36 FT (11.0 M) NORTH OF CENTER OF STATE
 AA3867'HIGHWAY M-104, 18 FT (5.5 M) NORTH OF THE NORTHERLY EDGE OF BITUMINOUS
 AA3867'PAVEMENT OF STATE HIGHWAY M-104, 12 FT (3.7 M) SOUTH OF A GUARD RAIL,
 AA3867'8 FT (2.4 M) NORTHWEST OF THE WEST END OF DRIVE CULVERT, AND 4 FT (1.2
 AA3867'M) SOUTH OF METAL WITNESS POST WITH SIGN.
 AA3867
 AA3867                          STATION RECOVERY (2005)
 AA3867
 AA3867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 AA3867'RECOVERED IN GOOD CONDITION.
 AA3867
 AA3867                          STATION RECOVERY (2013)
 AA3867
 AA3867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AA3867'COULD NOT FIND - ASSUMED DESTROYED BY RECENT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3868 ***********************************************************************
 AA3868  DESIGNATION -  70214
 AA3868  PID         -  AA3868
 AA3868  STATE/COUNTY-  MI/OTTAWA
 AA3868  COUNTRY     -  US
 AA3868  USGS QUAD   -  COOPERSVILLE (2017)
 AA3868
 AA3868                         *CURRENT SURVEY CONTROL
 AA3868  ______________________________________________________________________
 AA3868* NAD 83(2011) POSITION- 43 04 08.84147(N) 085 58 49.31199(W)   ADJUSTED
 AA3868* NAD 83(2011) ELLIP HT-   163.781 (meters)        (06/27/12)   ADJUSTED
 AA3868* NAD 83(2011) EPOCH   -  2010.00
 AA3868* NAVD 88 ORTHO HEIGHT -   197.3   (meters)      647.    (feet) GPS OBS
 AA3868  ______________________________________________________________________
 AA3868  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3868  GEOID HEIGHT    -         -33.31 (meters)                     GEOID93
 AA3868  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 AA3868  NAD 83(2011) X  -    327,137.208 (meters)                     COMP
 AA3868  NAD 83(2011) Y  - -4,655,352.451 (meters)                     COMP
 AA3868  NAD 83(2011) Z  -  4,333,226.557 (meters)                     COMP
 AA3868  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 AA3868
 AA3868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3868  Standards:
 AA3868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3868  -------------------------------------------------------------------
 AA3868  NETWORK   18.90   9.41           3.37   9.47   4.80      0.14385523
 AA3868  -------------------------------------------------------------------
 AA3868  Click here for local accuracies and other accuracy information.
 AA3868
 AA3868.The horizontal coordinates were established by GPS observations
 AA3868.and adjusted by the National Geodetic Survey in June 2012.
 AA3868
 AA3868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3868.been affixed to the stable North American tectonic plate. See 
 AA3868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3868
 AA3868.The horizontal coordinates are valid at the epoch date displayed above
 AA3868.which is a decimal equivalence of Year/Month/Day.
 AA3868
 AA3868.The orthometric height was determined by GPS observations and a
 AA3868.high-resolution geoid model.
 AA3868
 AA3868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3868.GEOID18 height accuracy estimate available here.
 AA3868
 AA3868.Click photographs - Photos may exist for this station.
 AA3868
 AA3868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3868
 AA3868.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3868
 AA3868.The ellipsoidal height was determined by GPS observations
 AA3868.and is referenced to NAD 83.
 AA3868
 AA3868. The following values were computed from the NAD 83(2011) position.
 AA3868
 AA3868;                    North         East     Units Scale Factor Converg.
 AA3868;SPC MI S     -   175,554.373 3,868,584.726   MT  0.99991203   -1 05 53.4
 AA3868;SPC MI S     -   575,965.79 12,692,207.11   iFT  0.99991203   -1 05 53.4
 AA3868;UTM  16      - 4,768,995.248   583,015.894   MT  0.99968478   +0 41 46.8
 AA3868
 AA3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3868!SPC MI S     -   0.99997432  x   0.99991203  =   0.99988635
 AA3868!UTM  16      -   0.99997432  x   0.99968478  =   0.99965910
 AA3868
 AA3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8301568995(NAD 83)
 AA3868
 AA3868                          SUPERSEDED SURVEY CONTROL
 AA3868
 AA3868  NAD 83(2007)-  43 04 08.84180(N)    085 58 49.31369(W) AD(2002.00) 0
 AA3868  ELLIP H (02/10/07)  163.806  (m)                       GP(2002.00)    
 AA3868  ELLIP H (07/17/02)  163.748  (m)                       GP(       ) 4 1
 AA3868  NAD 83(1994)-  43 04 08.84197(N)    085 58 49.31450(W) AD(       ) 1
 AA3868  ELLIP H (02/03/97)  163.769  (m)                       GP(       ) 4 1
 AA3868  NAD 83(1991)-  43 04 08.84354(N)    085 58 49.32526(W) AD(       ) 1
 AA3868
 AA3868.Superseded values are not recommended for survey control.
 AA3868
 AA3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3868.See file dsdata.pdf to determine how the superseded data were derived.
 AA3868
 AA3868_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3868_STAMPING: 70214 1993
 AA3868_MARK LOGO: MIDT
 AA3868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3868+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2023
 AA3868
 AA3868  HISTORY     - Date     Condition        Report By
 AA3868  HISTORY     - 1993     MONUMENTED       MIDT
 AA3868  HISTORY     - 20051201 GOOD             INDIV
 AA3868  HISTORY     - 20231216 GOOD             WILWRK
 AA3868
 AA3868                          STATION DESCRIPTION
 AA3868
 AA3868'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3868'STATION IS LOCATED IN QUAD 430854 ON THE COOPERSVILLE QUADRANGLE MAP.
 AA3868'IT IS IN THE NORTHWEST 1/4 OF SECTION 21, T-8-N, R-14-W POLKTON
 AA3868'TOWNSHIP, ABOUT 2.5 MI (4.0 KM) WEST OF COOPERSVILLE, ABOUT 12.0 MI
 AA3868'(19.3 KM) EAST OF GRAND HAVEN, ABOUT 7.0 MI (11.3 KM) NORTH OF
 AA3868'ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM ALLENDALE
 AA3868'TOWNSHIP HALL IN THE VILLAGE OF ALLENDALE, GO 0.1 MI (0.2 KM) WEST
 AA3868'ALONG STATE HIGHWAY M-45 TO COUNTY ROAD 68TH STREET. TURN RIGHT AND GO
 AA3868'5.9 MI (9.5 KM) NORTH TO RANDALL STREET AT THE VILLAGE OF
 AA3868'COOPERSVILLE. TURN LEFT AND GO 1.65 MI (2.66 KM) WEST TO INTERSTATE
 AA3868'I-96 ON RAMP AND STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AA3868'ALUMINUM DISK IN CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 10 FT
 AA3868'(3.0 M) NORTHERLY OF NORTHERLY EDGE BITUMINOUS SHOULDER INTERSTATE
 AA3868'I-96, 16 FT (4.9 M) SOUTHERLY OF SOUTH EDGE TOP OF DITCH EMBANKMENT,
 AA3868'56 FT (17.1 M) SOUTHERLY OF RIGHT OF WAY FENCE, 75 FT (22.9 M)
 AA3868'SOUTHWESTERLY OF RIGHT OF WAY FENCE ANGLE POST AND 4 FT (1.2 M) SOUTH
 AA3868'OF METAL WITNESS POST WITH SIGN.
 AA3868
 AA3868                          STATION RECOVERY (2005)
 AA3868
 AA3868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 AA3868'RECOVERED IN GOOD CONDITION.
 AA3868
 AA3868                          STATION RECOVERY (2023)
 AA3868
 AA3868'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AA3868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3869 ***********************************************************************
 AA3869  DESIGNATION -  70215
 AA3869  PID         -  AA3869
 AA3869  STATE/COUNTY-  MI/OTTAWA
 AA3869  COUNTRY     -  US
 AA3869  USGS QUAD   -  COOPERSVILLE (2017)
 AA3869
 AA3869                         *CURRENT SURVEY CONTROL
 AA3869  ______________________________________________________________________
 AA3869* NAD 83(2011) POSITION- 43 03 38.09765(N) 085 57 54.40435(W)   ADJUSTED
 AA3869* NAD 83(2011) ELLIP HT-   169.131 (meters)        (06/27/12)   ADJUSTED
 AA3869* NAD 83(2011) EPOCH   -  2010.00
 AA3869* NAVD 88 ORTHO HEIGHT -   202.6   (meters)      665.    (feet) GPS OBS
 AA3869  ______________________________________________________________________
 AA3869  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3869  GEOID HEIGHT    -         -33.31 (meters)                     GEOID93
 AA3869  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 AA3869  NAD 83(2011) X  -    328,422.310 (meters)                     COMP
 AA3869  NAD 83(2011) Y  - -4,655,915.334 (meters)                     COMP
 AA3869  NAD 83(2011) Z  -  4,332,537.062 (meters)                     COMP
 AA3869  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 AA3869
 AA3869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3869  Standards:
 AA3869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3869  -------------------------------------------------------------------
 AA3869  NETWORK   18.90   9.45           3.38   9.47   4.82      0.14239762
 AA3869  -------------------------------------------------------------------
 AA3869  Click here for local accuracies and other accuracy information.
 AA3869
 AA3869.The horizontal coordinates were established by GPS observations
 AA3869.and adjusted by the National Geodetic Survey in June 2012.
 AA3869
 AA3869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3869.been affixed to the stable North American tectonic plate. See 
 AA3869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3869
 AA3869.The horizontal coordinates are valid at the epoch date displayed above
 AA3869.which is a decimal equivalence of Year/Month/Day.
 AA3869
 AA3869.The orthometric height was determined by GPS observations and a
 AA3869.high-resolution geoid model.
 AA3869
 AA3869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3869.GEOID18 height accuracy estimate available here.
 AA3869
 AA3869.Click photographs - Photos may exist for this station.
 AA3869
 AA3869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3869
 AA3869.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3869
 AA3869.The ellipsoidal height was determined by GPS observations
 AA3869.and is referenced to NAD 83.
 AA3869
 AA3869. The following values were computed from the NAD 83(2011) position.
 AA3869
 AA3869;                    North         East     Units Scale Factor Converg.
 AA3869;SPC MI S     -   174,582.196 3,869,808.659   MT  0.99991156   -1 05 16.0
 AA3869;SPC MI S     -   572,776.23 12,696,222.63   iFT  0.99991156   -1 05 16.0
 AA3869;UTM  16      - 4,768,062.085   584,269.387   MT  0.99968736   +0 42 23.9
 AA3869
 AA3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3869!SPC MI S     -   0.99997348  x   0.99991156  =   0.99988504
 AA3869!UTM  16      -   0.99997348  x   0.99968736  =   0.99966085
 AA3869
 AA3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8426968062(NAD 83)
 AA3869
 AA3869                          SUPERSEDED SURVEY CONTROL
 AA3869
 AA3869  NAD 83(2007)-  43 03 38.09798(N)    085 57 54.40606(W) AD(2002.00) 0
 AA3869  ELLIP H (02/10/07)  169.156  (m)                       GP(2002.00)    
 AA3869  ELLIP H (07/17/02)  169.096  (m)                       GP(       ) 4 1
 AA3869  NAD 83(1994)-  43 03 38.09814(N)    085 57 54.40687(W) AD(       ) 1
 AA3869  ELLIP H (02/03/97)  169.117  (m)                       GP(       ) 4 1
 AA3869  NAD 83(1991)-  43 03 38.09971(N)    085 57 54.41763(W) AD(       ) 1
 AA3869
 AA3869.Superseded values are not recommended for survey control.
 AA3869
 AA3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3869.See file dsdata.pdf to determine how the superseded data were derived.
 AA3869
 AA3869_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3869_STAMPING: 70215 1993
 AA3869_MARK LOGO: MIDT
 AA3869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3869+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3869
 AA3869  HISTORY     - Date     Condition        Report By
 AA3869  HISTORY     - 1993     MONUMENTED       MIDT
 AA3869  HISTORY     - 20051201 POOR             INDIV
 AA3869
 AA3869                          STATION DESCRIPTION
 AA3869
 AA3869'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3869'STATION IS LOCATED IN QUAD 430853, ON THE COOPERSVILLE QUADRANGLE MAP.
 AA3869'IT IS IN SECTION 21, T-8-N, R-14-W POLKTON TOWNSHIP, ABOUT 2.0 MILES
 AA3869'(3.2 KM) WEST OF COOPERSVILLE, ABOUT 14.5 MILES (23.3 KM) NORTHEAST OF
 AA3869'HUDSONVILLE, ABOUT 15.0 MILES (24.1 KM) EAST OF GRAND HAVEN, AND ON
 AA3869'HIGHWAY RIGHT-OF-WAY. TO REACH FROM ALLENDALE TOWNSHIP HALL IN THE
 AA3869'VILLAGE OF ALLENDALE, GO 0.1 MI (0.2 KM) WEST ALONG STATE HIGHWAY M-45
 AA3869'TO COUNTY ROAD 68TH STREET. TURN RIGHT AND GO 5.9 MI (9.5 KM) NORTH TO
 AA3869'INTERSTATE I-96, CROSSING OVER INTERSTATE I-96 GO 0.2 MI (0.3 KM)
 AA3869'NORTH TO RANDALL STREET NEAR VILLAGE OF COOPERSVILLE. TURN LEFT AND GO
 AA3869'WEST 0.65 MI (1.05 KM) ON INTERSTATE I-96 ON RAMP 0.65 MI (1.05 KM)
 AA3869'AND STATION ON LEFT ON THE OPPOSITE SIDE OF THE FREEWAY, IN THE
 AA3869'SOUTHERLY RIGHT-OF-WAY AS DESCRIBED. STATION IS 11.5 FT (3.5 M)
 AA3869'SOUTHWESTERLY OF SOUTHWESTERLY EDGE OF BITUMINOUS SHOULDER INTERSTATE
 AA3869'I-96,  37.5 FT (11.4 M) NORTHEASTERLY OF RIGHT-OF-WAY FENCE, 43 FT
 AA3869'(13.1 M) NORTHERLY OF RIGHT-OF-WAY FENCE ANCHOR POST,  222 FT (67.7 M)
 AA3869'SOUTHEASTERLY OF TOP CENTER 18 INCH DIAMETER CONCRETE CULVERT, AND 4
 AA3869'FT (1.2 M) NORTHEASTERLY OF METAL WITNESS POST WITH SIGN.
 AA3869
 AA3869                          STATION RECOVERY (2005)
 AA3869
 AA3869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 AA3869'MONUMENT AND BASE INTACT, BUT LEANING SOUTHERLY. RECENT ROAD
 AA3869'CONSTRUCTION IN IMMEDIATE AREA 2004.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1085 ***********************************************************************
 DP1085  DESIGNATION -  70216
 DP1085  PID         -  DP1085
 DP1085  STATE/COUNTY-  MI/OTTAWA
 DP1085  COUNTRY     -  US
 DP1085  USGS QUAD   -  BORCULO (2017)
 DP1085
 DP1085                         *CURRENT SURVEY CONTROL
 DP1085  ______________________________________________________________________
 DP1085* NAD 83(1986) POSITION- 42 58 20.4    (N) 086 05 00.8    (W)   HD_HELD2
 DP1085* NAVD 88 ORTHO HEIGHT -   189.763 (meters)      622.58  (feet) ADJUSTED
 DP1085  ______________________________________________________________________
 DP1085  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 DP1085  DYNAMIC HEIGHT  -        189.719 (meters)      622.44  (feet) COMP
 DP1085  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 DP1085
 DP1085  VERT ORDER      -  FIRST     CLASS II
 DP1085
 DP1085.The horizontal coordinates were established by autonomous hand held GPS
 DP1085.observations and have an estimated accuracy of +/- 10 meters.
 DP1085
 DP1085.The orthometric height was determined by differential leveling and
 DP1085.adjusted by the NATIONAL GEODETIC SURVEY
 DP1085.in March 2014.
 DP1085
 DP1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1085.GEOID18 height accuracy estimate available here.
 DP1085
 DP1085.Click photographs - Photos may exist for this station.
 DP1085
 DP1085.The dynamic height is computed by dividing the NAVD 88
 DP1085.geopotential number by the normal gravity value computed on the
 DP1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1085.degrees latitude (g = 980.6199 gals.).
 DP1085
 DP1085.The modeled gravity was interpolated from observed gravity values.
 DP1085
 DP1085;                    North         East    Units  Estimated Accuracy
 DP1085;SPC MI S     -   164,971.    3,859,963.      MT  (+/- 10 meters HH2 GPS)
 DP1085
 DP1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7473158149(NAD 83)
 DP1085
 DP1085                          SUPERSEDED SURVEY CONTROL
 DP1085
 DP1085.No superseded survey control is available for this station.
 DP1085
 DP1085_MARKER: DD = SURVEY DISK
 DP1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1085_STAMPING: 70216
 DP1085_MARK LOGO: MIDT
 DP1085_PROJECTION: RECESSED 3 CENTIMETERS
 DP1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1085+STABILITY: SURFACE MOTION
 DP1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1085+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DP1085
 DP1085  HISTORY     - Date     Condition        Report By
 DP1085  HISTORY     - UNK      MONUMENTED       MIDT
 DP1085  HISTORY     - 20130605 GOOD             MIDT
 DP1085
 DP1085                          STATION DESCRIPTION
 DP1085
 DP1085'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (JPL)
 DP1085'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI) SOUTHEAST OF GRAND
 DP1085'HAVEN, 10.6 KM (6.6 MI) WEST OF ALLENDALE AND 8.1 KM (5.0 MI) EAST OF
 DP1085'AGNEW AND LOCATED IN THE SOUTHWEST QUADRANT OF LAKE MICHIGAN DRIVE
 DP1085'(M-45) AND NORTH 120TH AVENUE.  OWNERSHIP---MICHIGAN DEPARTMENT OF
 DP1085'TRANSPORTATION.
 DP1085'
 DP1085'TO REACH THE STATION FROM THE INTERSECTION OF LAKE MICHIGAN DRIVE
 DP1085'(M-45) AND 68TH AVENUE IN ALLENDALE, GO WEST ON LAKE MICHIGAN DRIVE
 DP1085'(M-45) FOR 10.6 KM (6.6 MI) TO THE INTERSECTION OF NORTH 120TH AVENUE
 DP1085'AND THE STATION IN THE SOUTH WEST QUADRANT.
 DP1085'
 DP1085'THE STATION IS LOCATED 129.1 FT (39.3 M) WEST OF THE CENTER OF NORTH
 DP1085'120TH AVENUE, 78.0 FT (23.8 M) NORTH OF THE NORTHERLY MOST POST OF
 DP1085'NORTHLAND FARMS SIGN, 29.0 FT (8.8 M) SOUTH OF THE CENTERLINE OF LAKE
 DP1085'MICHIGAN DRIVE (M-45) AND 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1351 ***********************************************************************
 RL1351  DESIGNATION -  705.2
 RL1351  PID         -  RL1351
 RL1351  STATE/COUNTY-  MI/ONTONAGON
 RL1351  COUNTRY     -  US
 RL1351  USGS QUAD   -  WHITE PINE (2017)
 RL1351
 RL1351                         *CURRENT SURVEY CONTROL
 RL1351  ______________________________________________________________________
 RL1351* NAD 83(1986) POSITION- 46 48 22.     (N) 089 37 20.     (W)   SCALED
 RL1351* NAVD 88 ORTHO HEIGHT -   215.001 (meters)      705.38  (feet) ADJUSTED
 RL1351  ______________________________________________________________________
 RL1351  GEOID HEIGHT    -        -30.911 (meters)                     GEOID18
 RL1351  DYNAMIC HEIGHT  -        215.035 (meters)      705.49  (feet) COMP
 RL1351  MODELED GRAVITY -    980,765.9   (mgal)                       NAVD 88
 RL1351
 RL1351  VERT ORDER      -  SECOND    CLASS 0
 RL1351
 RL1351.The horizontal coordinates were scaled from a map and have
 RL1351.an estimated accuracy of +/- 6 seconds.
 RL1351
 RL1351.The orthometric height was determined by differential leveling and
 RL1351.adjusted by the NATIONAL GEODETIC SURVEY
 RL1351.in June 1991.
 RL1351
 RL1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1351.GEOID18 height accuracy estimate available here.
 RL1351
 RL1351.Click photographs - Photos may exist for this station.
 RL1351
 RL1351.The dynamic height is computed by dividing the NAVD 88
 RL1351.geopotential number by the normal gravity value computed on the
 RL1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1351.degrees latitude (g = 980.6199 gals.).
 RL1351
 RL1351.The modeled gravity was interpolated from observed gravity values.
 RL1351
 RL1351;                    North         East    Units  Estimated Accuracy
 RL1351;SPC MI N     -   228,130.    7,799,890.      MT  (+/- 180 meters Scaled)
 RL1351
 RL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS999869(NAD 83)
 RL1351
 RL1351                          SUPERSEDED SURVEY CONTROL
 RL1351
 RL1351  NGVD 29 (??/??/92)  215.033  (m)          705.49   (f) ADJ UNCH    2 0
 RL1351
 RL1351.Superseded values are not recommended for survey control.
 RL1351
 RL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1351.See file dsdata.pdf to determine how the superseded data were derived.
 RL1351
 RL1351_MARKER: B = BOLT
 RL1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1351_SP_SET: BRIDGE BED PLATE
 RL1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1351
 RL1351  HISTORY     - Date     Condition        Report By
 RL1351  HISTORY     - UNK      MONUMENTED       USGS
 RL1351  HISTORY     - 1948     GOOD             CGS
 RL1351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1351  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1351
 RL1351                          STATION DESCRIPTION
 RL1351
 RL1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1351'3.4 MI SW FROM SILVER CITY.
 RL1351'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 10M FROM ITS JUNCTION
 RL1351'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 0.85 MILE SOUTH ALONG
 RL1351'THE NONESUCH MINE ROAD, THE TOP OF THE ONE AND ONLY ANCHOR BOLT
 RL1351'IN THE OUTSIDE (WEST SIDE) OF THE BED PLATE AT THE NORTH END OF
 RL1351'THE WEST STEEL TRUSS OF A BRIDGE OVER A CREEK, 9 FEET WEST OF THE
 RL1351'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT LOWER THAN THE ROAD.  THE
 RL1351'END OF THE TRUSS IS PAINTED USBM 705.2.
 RL1351
 RL1351                          STATION RECOVERY (1988)
 RL1351
 RL1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1351'MARK NOT FOUND.
 RL1351
 RL1351                          STATION RECOVERY (2004)
 RL1351
 RL1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1083 ***********************************************************************
 DP1083  DESIGNATION -  70600
 DP1083  PID         -  DP1083
 DP1083  STATE/COUNTY-  MI/OTTAWA
 DP1083  COUNTRY     -  US
 DP1083  USGS QUAD   -  PORT SHELDON (2017)
 DP1083
 DP1083                         *CURRENT SURVEY CONTROL
 DP1083  ______________________________________________________________________
 DP1083* NAD 83(1986) POSITION- 42 58 19.44   (N) 086 09 29.40   (W)   HD_HELD1
 DP1083* NAVD 88 ORTHO HEIGHT -   191.111 (meters)      627.00  (feet) ADJUSTED
 DP1083  ______________________________________________________________________
 DP1083  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 DP1083  DYNAMIC HEIGHT  -        191.068 (meters)      626.86  (feet) COMP
 DP1083  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 DP1083
 DP1083  VERT ORDER      -  FIRST     CLASS II
 DP1083
 DP1083.The horizontal coordinates were determined by differentially corrected
 DP1083.hand held GPS observations or other comparable positioning techniques
 DP1083.and have an estimated accuracy of +/- 3 meters.
 DP1083
 DP1083.The orthometric height was determined by differential leveling and
 DP1083.adjusted by the NATIONAL GEODETIC SURVEY
 DP1083.in March 2014.
 DP1083
 DP1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1083.GEOID18 height accuracy estimate available here.
 DP1083
 DP1083.Click photographs - Photos may exist for this station.
 DP1083
 DP1083.The dynamic height is computed by dividing the NAVD 88
 DP1083.geopotential number by the normal gravity value computed on the
 DP1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1083.degrees latitude (g = 980.6199 gals.).
 DP1083
 DP1083.The modeled gravity was interpolated from observed gravity values.
 DP1083
 DP1083;                    North         East    Units  Estimated Accuracy
 DP1083;SPC MI S     -   165,068.4   3,853,877.7     MT  (+/- 3 meters HH1 GPS) 
 DP1083
 DP1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6864758056(NAD 83)
 DP1083
 DP1083                          SUPERSEDED SURVEY CONTROL
 DP1083
 DP1083.No superseded survey control is available for this station.
 DP1083
 DP1083_MARKER: F = FLANGE-ENCASED ROD
 DP1083_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1083_STAMPING: 70600 2012
 DP1083_MARK LOGO: NONE
 DP1083_PROJECTION: RECESSED 3 CENTIMETERS
 DP1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1083+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1083_ROD/PIPE-DEPTH: 17.9 meters
 DP1083_SLEEVE-DEPTH  : 1.2 meters
 DP1083
 DP1083  HISTORY     - Date     Condition        Report By
 DP1083  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1083
 DP1083                          STATION DESCRIPTION
 DP1083
 DP1083'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1083'THE STATION IS LOCATED IN GRAND HAVEN TOWNSHIP, MICHIGAN.  THE STATION
 DP1083'IS 7.22 MI (11.6 KM) SOUTH-SOUTHEAST OF GRAND HAVEN, 12.98 MI (20.9
 DP1083'KM) WEST-SOUTHWEST OF COOPERSVILLE AND 13.10 MI (21.1 KM) NORTHWEST OF
 DP1083'ZEELAND.
 DP1083'
 DP1083'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND US 31 GO 1.2 MI
 DP1083'(1.9 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1083'
 DP1083'THE STATION IS 38.2 FT (11.6 M) SOUTH OF THE CENTERLINE OF M45, 106.6
 DP1083'FT (32.5 M) EAST OF THE SOUTH POST OF A 'NO PASSING ZONE' SIGN, 197.5
 DP1083'FT (60.2 M) WEST OF THE EDGE OF THE DRIVEWAY FOR ADDRESS 14950 LAKE
 DP1083'MICHIGAN DRIVE (M45) AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE
 DP1083'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1084 ***********************************************************************
 DP1084  DESIGNATION -  70601
 DP1084  PID         -  DP1084
 DP1084  STATE/COUNTY-  MI/OTTAWA
 DP1084  COUNTRY     -  US
 DP1084  USGS QUAD   -  PORT SHELDON (2017)
 DP1084
 DP1084                         *CURRENT SURVEY CONTROL
 DP1084  ______________________________________________________________________
 DP1084* NAD 83(1986) POSITION- 42 58 20.64   (N) 086 08 01.06   (W)   HD_HELD1
 DP1084* NAVD 88 ORTHO HEIGHT -   190.295 (meters)      624.33  (feet) ADJUSTED
 DP1084  ______________________________________________________________________
 DP1084  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 DP1084  DYNAMIC HEIGHT  -        190.252 (meters)      624.19  (feet) COMP
 DP1084  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 DP1084
 DP1084  VERT ORDER      -  FIRST     CLASS II
 DP1084
 DP1084.The horizontal coordinates were determined by differentially corrected
 DP1084.hand held GPS observations or other comparable positioning techniques
 DP1084.and have an estimated accuracy of +/- 3 meters.
 DP1084
 DP1084.The orthometric height was determined by differential leveling and
 DP1084.adjusted by the NATIONAL GEODETIC SURVEY
 DP1084.in March 2014.
 DP1084
 DP1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1084.GEOID18 height accuracy estimate available here.
 DP1084
 DP1084.Click photographs - Photos may exist for this station.
 DP1084
 DP1084.The dynamic height is computed by dividing the NAVD 88
 DP1084.geopotential number by the normal gravity value computed on the
 DP1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1084.degrees latitude (g = 980.6199 gals.).
 DP1084
 DP1084.The modeled gravity was interpolated from observed gravity values.
 DP1084
 DP1084;                    North         East    Units  Estimated Accuracy
 DP1084;SPC MI S     -   165,063.1   3,855,879.6     MT  (+/- 3 meters HH1 GPS) 
 DP1084
 DP1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7064858113(NAD 83)
 DP1084
 DP1084                          SUPERSEDED SURVEY CONTROL
 DP1084
 DP1084.No superseded survey control is available for this station.
 DP1084
 DP1084_MARKER: F = FLANGE-ENCASED ROD
 DP1084_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1084_STAMPING: 70601 2012
 DP1084_MARK LOGO: NONE
 DP1084_PROJECTION: RECESSED 5 CENTIMETERS
 DP1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1084+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1084_ROD/PIPE-DEPTH: 16.6 meters
 DP1084_SLEEVE-DEPTH  : 1.2 meters
 DP1084
 DP1084  HISTORY     - Date     Condition        Report By
 DP1084  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1084
 DP1084                          STATION DESCRIPTION
 DP1084
 DP1084'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1084'THE STATION IS LOCATED IN ROBINSON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP1084'7.97 MI (12.8 KM) SOUTHEAST OF GRAND HAVEN, 12.84 MI (20.7 KM) NORTH
 DP1084'OF HOLLAND AND 23.54 MI (37.9 KM) WEST OF GRAND RAPIDS.
 DP1084'
 DP1084'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND US 31, GO 2.46
 DP1084'MI (4.0 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1084'
 DP1084'THE STATION IS 31.7 FT (9.7 M) FROM THE CENTERLINE OF M45, 294.5 FT
 DP1084'(89.8 M) WEST OF THE TOP OF A CONCRETE CULVERT THAT RUNS NORTH-SOUTH
 DP1084'UNDER M45 AND 1 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1086 ***********************************************************************
 DP1086  DESIGNATION -  70602
 DP1086  PID         -  DP1086
 DP1086  STATE/COUNTY-  MI/OTTAWA
 DP1086  COUNTRY     -  US
 DP1086  USGS QUAD   -  BORCULO (2017)
 DP1086
 DP1086                         *CURRENT SURVEY CONTROL
 DP1086  ______________________________________________________________________
 DP1086* NAD 83(1986) POSITION- 42 58 20.13   (N) 086 04 43.62   (W)   HD_HELD1
 DP1086* NAVD 88 ORTHO HEIGHT -   189.705 (meters)      622.39  (feet) ADJUSTED
 DP1086  ______________________________________________________________________
 DP1086  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 DP1086  DYNAMIC HEIGHT  -        189.661 (meters)      622.25  (feet) COMP
 DP1086  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 DP1086
 DP1086  VERT ORDER      -  FIRST     CLASS II
 DP1086
 DP1086.The horizontal coordinates were determined by differentially corrected
 DP1086.hand held GPS observations or other comparable positioning techniques
 DP1086.and have an estimated accuracy of +/- 3 meters.
 DP1086
 DP1086.The orthometric height was determined by differential leveling and
 DP1086.adjusted by the NATIONAL GEODETIC SURVEY
 DP1086.in March 2014.
 DP1086
 DP1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1086.GEOID18 height accuracy estimate available here.
 DP1086
 DP1086.Click photographs - Photos may exist for this station.
 DP1086
 DP1086.The dynamic height is computed by dividing the NAVD 88
 DP1086.geopotential number by the normal gravity value computed on the
 DP1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1086.degrees latitude (g = 980.6199 gals.).
 DP1086
 DP1086.The modeled gravity was interpolated from observed gravity values.
 DP1086
 DP1086;                    North         East    Units  Estimated Accuracy
 DP1086;SPC MI S     -   164,954.9   3,860,352.0     MT  (+/- 3 meters HH1 GPS) 
 DP1086
 DP1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7512058145(NAD 83)
 DP1086
 DP1086                          SUPERSEDED SURVEY CONTROL
 DP1086
 DP1086.No superseded survey control is available for this station.
 DP1086
 DP1086_MARKER: F = FLANGE-ENCASED ROD
 DP1086_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1086_STAMPING: 70602 2012
 DP1086_MARK LOGO: NONE
 DP1086_PROJECTION: RECESSED 8 CENTIMETERS
 DP1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1086+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1086_ROD/PIPE-DEPTH: 12.3 meters
 DP1086_SLEEVE-DEPTH  : 1.2 meters
 DP1086
 DP1086  HISTORY     - Date     Condition        Report By
 DP1086  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1086
 DP1086                          STATION DESCRIPTION
 DP1086
 DP1086'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1086'THE STATION IS LOCATED IN ROBINSON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP1086'9.79 MI (15.8 KM) SOUTHEAST GRAND HAVEN, 9.7 MI (15.6 KM) SOUTHWEST OF
 DP1086'COOPERSVILLE AND 12.82 MI (20.6 KM) NORTH-NORTHEAST OF HOLLAND.
 DP1086'
 DP1086'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND 120TH AVENUE, GO
 DP1086'0.23 MI (0.4 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1086'
 DP1086'THE STATION IS 70.2 FT (21.4 M) WEST-SOUTHWEST OF THE TOP OF THE
 DP1086'OPENING OF A CONCRETE CULVERT, 44 FT (13.4 M) SOUTH OF THE CENTERLINE
 DP1086'OF M45, 66 FT (20.1 M) EAST-NORTHEAST OF A FORKED RED PINE (THAT HAS A
 DP1086'5 FT (1.5 M) CIRCUMFERENCE BASE) AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DP1086'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1087 ***********************************************************************
 DP1087  DESIGNATION -  70603
 DP1087  PID         -  DP1087
 DP1087  STATE/COUNTY-  MI/OTTAWA
 DP1087  COUNTRY     -  US
 DP1087  USGS QUAD   -  BORCULO (2017)
 DP1087
 DP1087                         *CURRENT SURVEY CONTROL
 DP1087  ______________________________________________________________________
 DP1087* NAD 83(1986) POSITION- 42 58 18.86   (N) 086 03 10.48   (W)   HD_HELD1
 DP1087* NAVD 88 ORTHO HEIGHT -   189.182 (meters)      620.67  (feet) ADJUSTED
 DP1087  ______________________________________________________________________
 DP1087  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 DP1087  DYNAMIC HEIGHT  -        189.138 (meters)      620.53  (feet) COMP
 DP1087  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 DP1087
 DP1087  VERT ORDER      -  FIRST     CLASS II
 DP1087
 DP1087.The horizontal coordinates were determined by differentially corrected
 DP1087.hand held GPS observations or other comparable positioning techniques
 DP1087.and have an estimated accuracy of +/- 3 meters.
 DP1087
 DP1087.The orthometric height was determined by differential leveling and
 DP1087.adjusted by the NATIONAL GEODETIC SURVEY
 DP1087.in March 2014.
 DP1087
 DP1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1087.GEOID18 height accuracy estimate available here.
 DP1087
 DP1087.Click photographs - Photos may exist for this station.
 DP1087
 DP1087.The dynamic height is computed by dividing the NAVD 88
 DP1087.geopotential number by the normal gravity value computed on the
 DP1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1087.degrees latitude (g = 980.6199 gals.).
 DP1087
 DP1087.The modeled gravity was interpolated from observed gravity values.
 DP1087
 DP1087;                    North         East    Units  Estimated Accuracy
 DP1087;SPC MI S     -   164,873.1   3,862,461.2     MT  (+/- 3 meters HH1 GPS) 
 DP1087
 DP1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7723158130(NAD 83)
 DP1087
 DP1087                          SUPERSEDED SURVEY CONTROL
 DP1087
 DP1087.No superseded survey control is available for this station.
 DP1087
 DP1087_MARKER: F = FLANGE-ENCASED ROD
 DP1087_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1087_STAMPING: 70603 2012
 DP1087_MARK LOGO: NONE
 DP1087_PROJECTION: RECESSED 5 CENTIMETERS
 DP1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1087+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1087_ROD/PIPE-DEPTH: 13.1 meters
 DP1087_SLEEVE-DEPTH  : 1.2 meters
 DP1087
 DP1087  HISTORY     - Date     Condition        Report By
 DP1087  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1087
 DP1087                          STATION DESCRIPTION
 DP1087
 DP1087'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1087'THE STATION IS LOCATED IN ROBINSON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP1087'10.81 MI (17.4 KM) SOUTHEAST OF GRAND HAVEN, 11.16 MI (18.0 KM)
 DP1087'NORTH-NORTHWEST OF ZEELAND AND 19.53 MI (31.4 KM) WEST OF GRAND
 DP1087'RAPIDS.
 DP1087'
 DP1087'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND 120TH AVENUE, GO
 DP1087'1.55 MI (2.5 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1087'
 DP1087'THE STATION IS 32 FT (9.8 M) FROM THE CENTERLINE OF M45, 63.8 FT (19.4
 DP1087'M) EAST OF A TELEPHONE PEDESTAL, 101.3 FT (30.9 M) WEST-NORTHWEST OF
 DP1087'ANOTHER TELEPHONE PEDESTAL AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DP1087'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1088 ***********************************************************************
 DP1088  DESIGNATION -  70604
 DP1088  PID         -  DP1088
 DP1088  STATE/COUNTY-  MI/OTTAWA
 DP1088  COUNTRY     -  US
 DP1088  USGS QUAD   -  BORCULO (2017)
 DP1088
 DP1088                         *CURRENT SURVEY CONTROL
 DP1088  ______________________________________________________________________
 DP1088* NAD 83(1986) POSITION- 42 58 18.59   (N) 086 01 50.34   (W)   HD_HELD1
 DP1088* NAVD 88 ORTHO HEIGHT -   184.236 (meters)      604.45  (feet) ADJUSTED
 DP1088  ______________________________________________________________________
 DP1088  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 DP1088  DYNAMIC HEIGHT  -        184.193 (meters)      604.31  (feet) COMP
 DP1088  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 DP1088
 DP1088  VERT ORDER      -  FIRST     CLASS II
 DP1088
 DP1088.The horizontal coordinates were determined by differentially corrected
 DP1088.hand held GPS observations or other comparable positioning techniques
 DP1088.and have an estimated accuracy of +/- 3 meters.
 DP1088
 DP1088.The orthometric height was determined by differential leveling and
 DP1088.adjusted by the NATIONAL GEODETIC SURVEY
 DP1088.in March 2014.
 DP1088
 DP1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1088.GEOID18 height accuracy estimate available here.
 DP1088
 DP1088.Click photographs - Photos may exist for this station.
 DP1088
 DP1088.The dynamic height is computed by dividing the NAVD 88
 DP1088.geopotential number by the normal gravity value computed on the
 DP1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1088.degrees latitude (g = 980.6199 gals.).
 DP1088
 DP1088.The modeled gravity was interpolated from observed gravity values.
 DP1088
 DP1088;                    North         East    Units  Estimated Accuracy
 DP1088;SPC MI S     -   164,828.7   3,864,276.5     MT  (+/- 3 meters HH1 GPS) 
 DP1088
 DP1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7904658142(NAD 83)
 DP1088
 DP1088                          SUPERSEDED SURVEY CONTROL
 DP1088
 DP1088.No superseded survey control is available for this station.
 DP1088
 DP1088_MARKER: F = FLANGE-ENCASED ROD
 DP1088_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1088_STAMPING: 70604 2012
 DP1088_MARK LOGO: NONE
 DP1088_PROJECTION: RECESSED 5 CENTIMETERS
 DP1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1088+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2025
 DP1088_ROD/PIPE-DEPTH: 6.4 meters
 DP1088_SLEEVE-DEPTH  : 1.2 meters
 DP1088
 DP1088  HISTORY     - Date     Condition        Report By
 DP1088  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1088  HISTORY     - 20250711 GOOD             MIDT
 DP1088
 DP1088                          STATION DESCRIPTION
 DP1088
 DP1088'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1088'THE STATION IS LOCATED IN ROBINSON TOWNSHIP, MICHIGAN.  THE STATION IS
 DP1088'10.97 MI (17.7 KM) NORTH OF ZEELAND, 11.84 MI (19.1 KM) SOUTHEAST OF
 DP1088'GRAND HAVEN AND 18.32 MI (29.5 KM) WEST OF GRAND RAPIDS.
 DP1088'
 DP1088'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND 120TH AVENUE, GO
 DP1088'2.69 MI (4.3 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1088'
 DP1088'THE STATION IS 28.8 FT (8.8 M) SOUTH OF THE CENTERLINE OF M45, 5 FT
 DP1088'(1.5 M) SOUTHWEST FROM THE BOTTOM CORNER OF THE WEST EDGE OF SOUTH
 DP1088'GUARDRAIL, 29.3 FT (8.9 M) NORTHEAST OF THE NORTHEAST BOTTOM CORNER OF
 DP1088'THE NORTH PILLAR OF THE PERFORMANCE PROTOTYPES SIGN AND 1 FT (0.3 M)
 DP1088'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DP1088
 DP1088                          STATION RECOVERY (2025)
 DP1088
 DP1088'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1089 ***********************************************************************
 DP1089  DESIGNATION -  70605
 DP1089  PID         -  DP1089
 DP1089  STATE/COUNTY-  MI/OTTAWA
 DP1089  COUNTRY     -  US
 DP1089  USGS QUAD   -  BORCULO (2017)
 DP1089
 DP1089                         *CURRENT SURVEY CONTROL
 DP1089  ______________________________________________________________________
 DP1089* NAD 83(1986) POSITION- 42 58 18.77   (N) 086 00 26.16   (W)   HD_HELD1
 DP1089* NAVD 88 ORTHO HEIGHT -   190.095 (meters)      623.67  (feet) ADJUSTED
 DP1089  ______________________________________________________________________
 DP1089  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DP1089  DYNAMIC HEIGHT  -        190.050 (meters)      623.52  (feet) COMP
 DP1089  MODELED GRAVITY -    980,379.9   (mgal)                       NAVD 88
 DP1089
 DP1089  VERT ORDER      -  FIRST     CLASS II
 DP1089
 DP1089.The horizontal coordinates were determined by differentially corrected
 DP1089.hand held GPS observations or other comparable positioning techniques
 DP1089.and have an estimated accuracy of +/- 3 meters.
 DP1089
 DP1089.The orthometric height was determined by differential leveling and
 DP1089.adjusted by the NATIONAL GEODETIC SURVEY
 DP1089.in March 2014.
 DP1089
 DP1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1089.GEOID18 height accuracy estimate available here.
 DP1089
 DP1089.Click photographs - Photos may exist for this station.
 DP1089
 DP1089.The dynamic height is computed by dividing the NAVD 88
 DP1089.geopotential number by the normal gravity value computed on the
 DP1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1089.degrees latitude (g = 980.6199 gals.).
 DP1089
 DP1089.The modeled gravity was interpolated from observed gravity values.
 DP1089
 DP1089;                    North         East    Units  Estimated Accuracy
 DP1089;SPC MI S     -   164,796.8   3,866,183.7     MT  (+/- 3 meters HH1 GPS) 
 DP1089
 DP1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8095358170(NAD 83)
 DP1089
 DP1089                          SUPERSEDED SURVEY CONTROL
 DP1089
 DP1089.No superseded survey control is available for this station.
 DP1089
 DP1089_MARKER: F = FLANGE-ENCASED ROD
 DP1089_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1089_STAMPING: 70605 2012
 DP1089_MARK LOGO: NONE
 DP1089_PROJECTION: RECESSED 5 CENTIMETERS
 DP1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1089+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1089_ROD/PIPE-DEPTH: 5.4 meters
 DP1089_SLEEVE-DEPTH  : 1.2 meters
 DP1089
 DP1089  HISTORY     - Date     Condition        Report By
 DP1089  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1089
 DP1089                          STATION DESCRIPTION
 DP1089
 DP1089'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1089'THE STATION IS LOCATED IN ALLENDALE TOWNSHIP, MICHIGAN.  THE STATION
 DP1089'IS 11.03 MI (17.7 KM) NORTH-NORTHEAST OF ZEELAND, 12.86 MI (20.7 KM)
 DP1089'EAST-SOUTHEAST OF GRAND HAVEN AND 17.07 MI (27.5 KM) WEST OF GRAND
 DP1089'RAPIDS.
 DP1089'
 DP1089'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND 96TH AVENUE AND
 DP1089'TRAVEL 0.87 MI (1.4 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1089'
 DP1089'THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF M45, 58.3 FT
 DP1089'(17.8 M) WEST OF A TELEPHONE PEDESTAL AND 1 FT (0.3 M) NORTH OF AN
 DP1089'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1090 ***********************************************************************
 DP1090  DESIGNATION -  70606
 DP1090  PID         -  DP1090
 DP1090  STATE/COUNTY-  MI/OTTAWA
 DP1090  COUNTRY     -  US
 DP1090  USGS QUAD   -  ALLENDALE (2017)
 DP1090
 DP1090                         *CURRENT SURVEY CONTROL
 DP1090  ______________________________________________________________________
 DP1090* NAD 83(1986) POSITION- 42 58 19.40   (N) 085 58 16.32   (W)   HD_HELD1
 DP1090* NAVD 88 ORTHO HEIGHT -   192.409 (meters)      631.26  (feet) ADJUSTED
 DP1090  ______________________________________________________________________
 DP1090  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 DP1090  DYNAMIC HEIGHT  -        192.363 (meters)      631.11  (feet) COMP
 DP1090  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 DP1090
 DP1090  VERT ORDER      -  FIRST     CLASS II
 DP1090
 DP1090.The horizontal coordinates were determined by differentially corrected
 DP1090.hand held GPS observations or other comparable positioning techniques
 DP1090.and have an estimated accuracy of +/- 3 meters.
 DP1090
 DP1090.The orthometric height was determined by differential leveling and
 DP1090.adjusted by the NATIONAL GEODETIC SURVEY
 DP1090.in March 2014.
 DP1090
 DP1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1090.GEOID18 height accuracy estimate available here.
 DP1090
 DP1090.Click photographs - Photos may exist for this station.
 DP1090
 DP1090.The dynamic height is computed by dividing the NAVD 88
 DP1090.geopotential number by the normal gravity value computed on the
 DP1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1090.degrees latitude (g = 980.6199 gals.).
 DP1090
 DP1090.The modeled gravity was interpolated from observed gravity values.
 DP1090
 DP1090;                    North         East    Units  Estimated Accuracy
 DP1090;SPC MI S     -   164,759.6   3,869,125.5     MT  (+/- 3 meters HH1 GPS) 
 DP1090
 DP1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8389458225(NAD 83)
 DP1090
 DP1090                          SUPERSEDED SURVEY CONTROL
 DP1090
 DP1090.No superseded survey control is available for this station.
 DP1090
 DP1090_MARKER: F = FLANGE-ENCASED ROD
 DP1090_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1090_STAMPING: 70606 2012
 DP1090_MARK LOGO: NONE
 DP1090_PROJECTION: RECESSED 3 CENTIMETERS
 DP1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1090+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1090_ROD/PIPE-DEPTH: 4.7 meters
 DP1090_SLEEVE-DEPTH  : 1.2 meters
 DP1090
 DP1090  HISTORY     - Date     Condition        Report By
 DP1090  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1090
 DP1090                          STATION DESCRIPTION
 DP1090
 DP1090'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1090'THE STATION IS LOCATED IN ALLENDALE TOWNSHIP, MICHIGAN.  THE STATION
 DP1090'IS 14.38 MI (23.1 KM) EAST-SOUTHEAST OF GRAND HAVEN, 14.61 MI (23.5
 DP1090'KM) NORTH-NORTHEAST OF HOLLAND AND 15.33 MI (24.7 KM) WEST OF GRAND
 DP1090'RAPIDS.
 DP1090'
 DP1090'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND 96TH AVENUE, GO
 DP1090'2.72 MI (4.4 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1090'
 DP1090'THE STATION IS 16 FT (4.9 M) NORTH OF THE EDGE OF THE SIDEWALK, 37.3
 DP1090'FT (11.4 M) SOUTH OF THE CENTERLINE OF M45, 206.1 FT (62.8 M) EAST OF
 DP1090'A TELEPHONE PEDESTAL LABELED 'INDEPENDENT' AND 1 FT (0.3 M) NORTH OF
 DP1090'AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1091 ***********************************************************************
 DP1091  DESIGNATION -  70607
 DP1091  PID         -  DP1091
 DP1091  STATE/COUNTY-  MI/OTTAWA
 DP1091  COUNTRY     -  US
 DP1091  USGS QUAD   -  ALLENDALE (2017)
 DP1091
 DP1091                         *CURRENT SURVEY CONTROL
 DP1091  ______________________________________________________________________
 DP1091* NAD 83(1986) POSITION- 42 58 19.92   (N) 085 56 52.39   (W)   HD_HELD1
 DP1091* NAVD 88 ORTHO HEIGHT -   199.183 (meters)      653.49  (feet) ADJUSTED
 DP1091  ______________________________________________________________________
 DP1091  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 DP1091  DYNAMIC HEIGHT  -        199.135 (meters)      653.33  (feet) COMP
 DP1091  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 DP1091
 DP1091  VERT ORDER      -  FIRST     CLASS II
 DP1091
 DP1091.The horizontal coordinates were determined by differentially corrected
 DP1091.hand held GPS observations or other comparable positioning techniques
 DP1091.and have an estimated accuracy of +/- 3 meters.
 DP1091
 DP1091.The orthometric height was determined by differential leveling and
 DP1091.adjusted by the NATIONAL GEODETIC SURVEY
 DP1091.in March 2014.
 DP1091
 DP1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1091.GEOID18 height accuracy estimate available here.
 DP1091
 DP1091.Click photographs - Photos may exist for this station.
 DP1091
 DP1091.The dynamic height is computed by dividing the NAVD 88
 DP1091.geopotential number by the normal gravity value computed on the
 DP1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1091.degrees latitude (g = 980.6199 gals.).
 DP1091
 DP1091.The modeled gravity was interpolated from observed gravity values.
 DP1091
 DP1091;                    North         East    Units  Estimated Accuracy
 DP1091;SPC MI S     -   164,739.6   3,871,027.2     MT  (+/- 3 meters HH1 GPS) 
 DP1091
 DP1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8579558264(NAD 83)
 DP1091
 DP1091                          SUPERSEDED SURVEY CONTROL
 DP1091
 DP1091.No superseded survey control is available for this station.
 DP1091
 DP1091_MARKER: F = FLANGE-ENCASED ROD
 DP1091_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1091_STAMPING: 70607 2012
 DP1091_MARK LOGO: NONE
 DP1091_PROJECTION: RECESSED 5 CENTIMETERS
 DP1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1091+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1091_ROD/PIPE-DEPTH: 6.3 meters
 DP1091_SLEEVE-DEPTH  : 1.2 meters
 DP1091
 DP1091  HISTORY     - Date     Condition        Report By
 DP1091  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1091
 DP1091                          STATION DESCRIPTION
 DP1091
 DP1091'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1091'THE STATION IS LOCATED IN ALLENDALE, MICHIGAN.  THE STATION IS 11.57
 DP1091'MI (18.6 KM) NORTH-NORTHEAST OF ZEELAND, 14.21 MI (22.9 KM) WEST OF
 DP1091'GRAND RAPIDS AND 15.54 MI (25.0 KM) EAST-SOUTHEAST OF GRAND HAVEN.
 DP1091'
 DP1091'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND SOUTH 68TH
 DP1091'AVENUE, GO 0.31 MI (0.5 KM) EAST ON M45 TO THE STATION ON THE RIGHT.
 DP1091'
 DP1091'THE STATION IS 1.5 FT (0.5 M) NORTH OF THE EDGE OF THE SIDEWALK, 19.7
 DP1091'FT (6.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF M45, 41.6
 DP1091'FT (12.7 M) EAST-NORTHEAST OF A LIGHT POLE, 86.4 FT (26.3 M)
 DP1091'WEST-NORTHWEST OF ANOTHER LIGHT POLE AND 1 FT (0.3 M) NORTH OF AND
 DP1091'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1092 ***********************************************************************
 DP1092  DESIGNATION -  70608
 DP1092  PID         -  DP1092
 DP1092  STATE/COUNTY-  MI/OTTAWA
 DP1092  COUNTRY     -  US
 DP1092  USGS QUAD   -  ALLENDALE (2017)
 DP1092
 DP1092                         *CURRENT SURVEY CONTROL
 DP1092  ______________________________________________________________________
 DP1092* NAD 83(1986) POSITION- 42 58 20.2    (N) 085 55 28.6    (W)   HD_HELD2
 DP1092* NAVD 88 ORTHO HEIGHT -   202.074 (meters)      662.97  (feet) ADJUSTED
 DP1092  ______________________________________________________________________
 DP1092  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 DP1092  DYNAMIC HEIGHT  -        202.025 (meters)      662.81  (feet) COMP
 DP1092  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 DP1092
 DP1092  VERT ORDER      -  FIRST     CLASS II
 DP1092
 DP1092.The horizontal coordinates were established by autonomous hand held GPS
 DP1092.observations and have an estimated accuracy of +/- 10 meters.
 DP1092
 DP1092.The orthometric height was determined by differential leveling and
 DP1092.adjusted by the NATIONAL GEODETIC SURVEY
 DP1092.in March 2014.
 DP1092
 DP1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1092.GEOID18 height accuracy estimate available here.
 DP1092
 DP1092.Click photographs - Photos may exist for this station.
 DP1092
 DP1092.The dynamic height is computed by dividing the NAVD 88
 DP1092.geopotential number by the normal gravity value computed on the
 DP1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1092.degrees latitude (g = 980.6199 gals.).
 DP1092
 DP1092.The modeled gravity was interpolated from observed gravity values.
 DP1092
 DP1092;                    North         East    Units  Estimated Accuracy
 DP1092;SPC MI S     -   164,713.    3,872,926.      MT  (+/- 10 meters HH2 GPS)
 DP1092
 DP1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8769258297(NAD 83)
 DP1092
 DP1092                          SUPERSEDED SURVEY CONTROL
 DP1092
 DP1092.No superseded survey control is available for this station.
 DP1092
 DP1092_MARKER: F = FLANGE-ENCASED ROD
 DP1092_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1092_STAMPING: 2012 70608
 DP1092_MARK LOGO: NONE
 DP1092_PROJECTION: RECESSED 5 CENTIMETERS
 DP1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1092+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1092_ROD/PIPE-DEPTH: 9.9 meters
 DP1092_SLEEVE-DEPTH  : 1.2 meters
 DP1092
 DP1092  HISTORY     - Date     Condition        Report By
 DP1092  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1092
 DP1092                          STATION DESCRIPTION
 DP1092
 DP1092'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1092'THE STATION IS LOCATED IN ALLENDALE, MICHIGAN.  THE STATION IS 6.36 MI
 DP1092'(10.2 KM) SOUTH OF COOPERSVILLE, 12.03 MI (19.4 KM) NORTH-NORTHEAST OF
 DP1092'ZEELAND AND 12.88 MI (20.7 KM) WEST OF GRAND RAPIDS.
 DP1092'
 DP1092'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND SOUTH 64TH
 DP1092'AVENUE, GO 1 MI (1.6 KM) EAST ON M45 TO THE INTERSECTION OF M45 AND
 DP1092'SOUTH 56TH AVENUE AND THE STATION ON THE LEFT (IN THE MEDIAN).
 DP1092'
 DP1092'THE STATION IS 13.9 FT (4.2 M) NORTH OF THE TOP OF THE CURB ON THE
 DP1092'EASTBOUND SIDE OF M45, 14.6 FT (4.5 M) NORTH-NORTHEAST OF THE
 DP1092'NORTHEAST CORNER OF A CATCH BASIN, 15.5 FT (4.7 M) SOUTH OF THE TOP OF
 DP1092'THE CURB ON THE WESTBOUND SIDE OF M45, 16.7 FT (5.1 M) SOUTH-SOUTHEAST
 DP1092'OF THE SOUTHEAST CORNER OF A CATCH BASIN, 63.8 FT (19.4 M) WEST OF A
 DP1092'LIGHT POLE AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1093 ***********************************************************************
 DP1093  DESIGNATION -  70609
 DP1093  PID         -  DP1093
 DP1093  STATE/COUNTY-  MI/OTTAWA
 DP1093  COUNTRY     -  US
 DP1093  USGS QUAD   -  ALLENDALE (2017)
 DP1093
 DP1093                         *CURRENT SURVEY CONTROL
 DP1093  ______________________________________________________________________
 DP1093* NAD 83(1986) POSITION- 42 58 19.8    (N) 085 54 02.4    (W)   HD_HELD2
 DP1093* NAVD 88 ORTHO HEIGHT -   204.274 (meters)      670.19  (feet) ADJUSTED
 DP1093  ______________________________________________________________________
 DP1093  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 DP1093  DYNAMIC HEIGHT  -        204.225 (meters)      670.03  (feet) COMP
 DP1093  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 DP1093
 DP1093  VERT ORDER      -  FIRST     CLASS II
 DP1093
 DP1093.The horizontal coordinates were established by autonomous hand held GPS
 DP1093.observations and have an estimated accuracy of +/- 10 meters.
 DP1093
 DP1093.The orthometric height was determined by differential leveling and
 DP1093.adjusted by the NATIONAL GEODETIC SURVEY
 DP1093.in March 2014.
 DP1093
 DP1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1093.GEOID18 height accuracy estimate available here.
 DP1093
 DP1093.Click photographs - Photos may exist for this station.
 DP1093
 DP1093.The dynamic height is computed by dividing the NAVD 88
 DP1093.geopotential number by the normal gravity value computed on the
 DP1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1093.degrees latitude (g = 980.6199 gals.).
 DP1093
 DP1093.The modeled gravity was interpolated from observed gravity values.
 DP1093
 DP1093;                    North         East    Units  Estimated Accuracy
 DP1093;SPC MI S     -   164,665.    3,874,878.      MT  (+/- 10 meters HH2 GPS)
 DP1093
 DP1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8964558310(NAD 83)
 DP1093
 DP1093                          SUPERSEDED SURVEY CONTROL
 DP1093
 DP1093.No superseded survey control is available for this station.
 DP1093
 DP1093_MARKER: F = FLANGE-ENCASED ROD
 DP1093_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1093_STAMPING: 70609 2012
 DP1093_MARK LOGO: NONE
 DP1093_PROJECTION: RECESSED 5 CENTIMETERS
 DP1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1093+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP1093_ROD/PIPE-DEPTH: 7.4 meters
 DP1093_SLEEVE-DEPTH  : 1.2 meters
 DP1093
 DP1093  HISTORY     - Date     Condition        Report By
 DP1093  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1093
 DP1093                          STATION DESCRIPTION
 DP1093
 DP1093'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1093'THE STATION IS LOCATED IN ALLENDALE, MICHIGAN.  THE STATION IS 6.60 MI
 DP1093'(10.6 KM) SOUTH-SOUTHEAST OF COOPERSVILLE, 11.74 MI (18.9 KM) WEST OF
 DP1093'GRAND RAPIDS AND 12.55 MI (20.2 KM) NORTH-NORTHEAST OF ZEELAND.
 DP1093'
 DP1093'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND SOUTH 48TH
 DP1093'AVENUE, TRAVEL 0.20 MI (0.3 KM) EAST ON M45 TO THE STATION ON THE
 DP1093'LEFT.
 DP1093'
 DP1093'THE STATION IS 20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF THE
 DP1093'EASTBOUND LANES ON M45, 36.5 FT (11.1 M) SOUTH OF THE CENTER OF A 2.5
 DP1093'FT (0.8 M) DIAMETER MANHOLE COVER LABELED 'WATER', 33.3 FT (10.1 M)
 DP1093'SOUTHWEST OF THE NORTHEAST CORNER OF A CONCRETE STORM DRAIN AND 1.5 FT
 DP1093'(0.5 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1094 ***********************************************************************
 DP1094  DESIGNATION -  70610
 DP1094  PID         -  DP1094
 DP1094  STATE/COUNTY-  MI/OTTAWA
 DP1094  COUNTRY     -  US
 DP1094  USGS QUAD   -  ALLENDALE (2017)
 DP1094
 DP1094                         *CURRENT SURVEY CONTROL
 DP1094  ______________________________________________________________________
 DP1094* NAD 83(1986) POSITION- 42 58 19.38   (N) 085 52 49.89   (W)   HD_HELD1
 DP1094* NAVD 88 ORTHO HEIGHT -   191.029 (meters)      626.73  (feet) ADJUSTED
 DP1094  ______________________________________________________________________
 DP1094  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 DP1094  DYNAMIC HEIGHT  -        190.982 (meters)      626.58  (feet) COMP
 DP1094  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 DP1094
 DP1094  VERT ORDER      -  FIRST     CLASS II
 DP1094
 DP1094.The horizontal coordinates were determined by differentially corrected
 DP1094.hand held GPS observations or other comparable positioning techniques
 DP1094.and have an estimated accuracy of +/- 3 meters.
 DP1094
 DP1094.The orthometric height was determined by differential leveling and
 DP1094.adjusted by the NATIONAL GEODETIC SURVEY
 DP1094.in March 2014.
 DP1094
 DP1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1094.GEOID18 height accuracy estimate available here.
 DP1094
 DP1094.Click photographs - Photos may exist for this station.
 DP1094
 DP1094.The dynamic height is computed by dividing the NAVD 88
 DP1094.geopotential number by the normal gravity value computed on the
 DP1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1094.degrees latitude (g = 980.6199 gals.).
 DP1094
 DP1094.The modeled gravity was interpolated from observed gravity values.
 DP1094
 DP1094;                    North         East    Units  Estimated Accuracy
 DP1094;SPC MI S     -   164,622.0   3,876,520.6     MT  (+/- 3 meters HH1 GPS) 
 DP1094
 DP1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9128858318(NAD 83)
 DP1094
 DP1094                          SUPERSEDED SURVEY CONTROL
 DP1094
 DP1094.No superseded survey control is available for this station.
 DP1094
 DP1094_MARKER: F = FLANGE-ENCASED ROD
 DP1094_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1094_STAMPING: 70610 2012
 DP1094_PROJECTION: RECESSED 5 CENTIMETERS
 DP1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1094+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 DP1094_ROD/PIPE-DEPTH: 6.2 meters
 DP1094_SLEEVE-DEPTH  : 1.2 meters
 DP1094
 DP1094  HISTORY     - Date     Condition        Report By
 DP1094  HISTORY     - 20120718 MONUMENTED       MIDT
 DP1094  HISTORY     - 20200727 GOOD             MIDT
 DP1094
 DP1094                          STATION DESCRIPTION
 DP1094
 DP1094'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1094'THE STATION IS LOCATED IN ALLENDALE, MICHIGAN.  THE STATION IS 6.9 MI
 DP1094'(11.1 KM) SOUTH-SOUTHEAST OF COOPERSVILLE, 6.69 MI (10.8 KM)
 DP1094'NORTH-NORTHWEST OF HUDSONVILLE AND 10.58 MI (17.0 KM) WEST OF GRAND
 DP1094'RAPIDS.
 DP1094'
 DP1094'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND CAMPUS DRIVE
 DP1094'(ENTRANCE TO GRAND VALLEY STATE UNIVERSITY), TRAVEL 0.58 MI (0.9 KM)
 DP1094'EAST ON M45 TO THE STATION ON THE LEFT (IN THE MEDIAN).
 DP1094'
 DP1094'THE STATION IS 33.3 FT (10.1 M) NORTH OF THE CENTERLINE OF THE
 DP1094'EASTBOUND LANES OF M45, 48.9 FT (14.9 M) SOUTH OF THE CENTERLINE OF
 DP1094'THE WESTBOUND LANES OF M45, 34.4 FT (10.5 M) SOUTHEAST OF THE CENTER
 DP1094'OF THE TOP OF A 1 FT (0.3 M) DIAMETER GALVANIZED CULVERT, 75.4 FT
 DP1094'(23.0 M) WEST OF THE WEST END OF A GUARDRAIL ON THE NORTH SIDE OF THE
 DP1094'EASTBOUND LANES AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DP1094'POST.
 DP1094
 DP1094                          STATION RECOVERY (2020)
 DP1094
 DP1094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 DP1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1095 ***********************************************************************
 DP1095  DESIGNATION -  70611
 DP1095  PID         -  DP1095
 DP1095  STATE/COUNTY-  MI/OTTAWA
 DP1095  COUNTRY     -  US
 DP1095  USGS QUAD   -  ALLENDALE (2017)
 DP1095
 DP1095                         *CURRENT SURVEY CONTROL
 DP1095  ______________________________________________________________________
 DP1095* NAD 83(1986) POSITION- 42 58 27.3    (N) 085 52 31.0    (W)   HD_HELD2
 DP1095* NAVD 88 ORTHO HEIGHT -   181.451 (meters)      595.31  (feet) ADJUSTED
 DP1095  ______________________________________________________________________
 DP1095  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 DP1095  DYNAMIC HEIGHT  -        181.407 (meters)      595.17  (feet) COMP
 DP1095  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DP1095
 DP1095  VERT ORDER      -  FIRST     CLASS II
 DP1095
 DP1095.The horizontal coordinates were established by autonomous hand held GPS
 DP1095.observations and have an estimated accuracy of +/- 10 meters.
 DP1095
 DP1095.The orthometric height was determined by differential leveling and
 DP1095.adjusted by the NATIONAL GEODETIC SURVEY
 DP1095.in March 2014.
 DP1095
 DP1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1095.GEOID18 height accuracy estimate available here.
 DP1095
 DP1095.Click photographs - Photos may exist for this station.
 DP1095
 DP1095.The dynamic height is computed by dividing the NAVD 88
 DP1095.geopotential number by the normal gravity value computed on the
 DP1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1095.degrees latitude (g = 980.6199 gals.).
 DP1095
 DP1095.The modeled gravity was interpolated from observed gravity values.
 DP1095
 DP1095;                    North         East    Units  Estimated Accuracy
 DP1095;SPC MI S     -   164,859.    3,876,953.      MT  (+/- 10 meters HH2 GPS)
 DP1095
 DP1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9171258568(NAD 83)
 DP1095
 DP1095                          SUPERSEDED SURVEY CONTROL
 DP1095
 DP1095.No superseded survey control is available for this station.
 DP1095
 DP1095_MARKER: F = FLANGE-ENCASED ROD
 DP1095_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP1095+WITH SETTING: INFORMATION.
 DP1095_STAMPING: 70611 2012
 DP1095_MARK LOGO: NONE
 DP1095_PROJECTION: RECESSED 5 CENTIMETERS
 DP1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1095+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2025
 DP1095_ROD/PIPE-DEPTH: 2.6 meters
 DP1095_SLEEVE-DEPTH  : 1.2 meters
 DP1095
 DP1095  HISTORY     - Date     Condition        Report By
 DP1095  HISTORY     - 20120719 MONUMENTED       MIDT
 DP1095  HISTORY     - 20250711 GOOD             MIDT
 DP1095
 DP1095                          STATION DESCRIPTION
 DP1095
 DP1095'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1095'THE STATION IS LOCATED IN TALLMADGE TOWNSHIP, MICHIGAN.  THE STATION
 DP1095'IS 6.93 MI (11.2 KM) SOUTH-SOUTHEAST OF COOPERSVILLE, 7.09 MI (11.4
 DP1095'KM) NORTH OF HUDSONVILLE AND 10.38 MI (16.7 KM) WEST OF GRAND RAPIDS.
 DP1095'
 DP1095'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND CAMPUS DRIVE
 DP1095'(ENTRANCE TO GRAND VALLEY STATE UNIVERSITY), GO 1.25 MI (2.0 KM) EAST
 DP1095'ON M45 AND TURN LEFT ON NORTH LINDEN DRIVE TURNAROUND FROM THERE GO
 DP1095'0.1 MI (0.2 KM) WEST ON M45 AND TURN RIGHT ONTO LINDEN DRIVE AND
 DP1095'TRAVEL 0.13 MI (0.2 KM) NORTH, THEN TURN LEFT ONTO RIVER HILL DRIVE
 DP1095'AND TRAVEL WEST 0.28 MI (0.5 KM) TO THE STATION AT THE END OF RIVER
 DP1095'HILL DRIVE IN FRONT OF A GUARD RAIL.
 DP1095'
 DP1095'THE STATION IS 15.4 FT (4.7 M) WEST OF THE EDGE OF PAVEMENT AT THE END
 DP1095'OF RIVER HILL DRIVE, 35.6 FT (10.9 M) SOUTH OF THE NORTH END OF THE
 DP1095'GUARDRAIL, 12.5 FT (3.8 M) SOUTH-SOUTHEAST OF THE 'ROAD ENDS' SIGN,
 DP1095'18.2 FT (5.5 M) NORTH OF THE SOUTH END OF THE GUARDRAIL AND 2.4 FT
 DP1095'(0.7 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DP1095
 DP1095                          STATION RECOVERY (2025)
 DP1095
 DP1095'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DP1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1096 ***********************************************************************
 DP1096  DESIGNATION -  70612
 DP1096  PID         -  DP1096
 DP1096  STATE/COUNTY-  MI/OTTAWA
 DP1096  COUNTRY     -  US
 DP1096  USGS QUAD   -  GRANDVILLE (2017)
 DP1096
 DP1096                         *CURRENT SURVEY CONTROL
 DP1096  ______________________________________________________________________
 DP1096* NAD 83(1986) POSITION- 42 58 19.65   (N) 085 50 51.89   (W)   HD_HELD1
 DP1096* NAVD 88 ORTHO HEIGHT -   215.501 (meters)      707.02  (feet) ADJUSTED
 DP1096  ______________________________________________________________________
 DP1096  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 DP1096  DYNAMIC HEIGHT  -        215.447 (meters)      706.85  (feet) COMP
 DP1096  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 DP1096
 DP1096  VERT ORDER      -  FIRST     CLASS II
 DP1096
 DP1096.The horizontal coordinates were determined by differentially corrected
 DP1096.hand held GPS observations or other comparable positioning techniques
 DP1096.and have an estimated accuracy of +/- 3 meters.
 DP1096
 DP1096.The orthometric height was determined by differential leveling and
 DP1096.adjusted by the NATIONAL GEODETIC SURVEY
 DP1096.in March 2014.
 DP1096
 DP1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1096.GEOID18 height accuracy estimate available here.
 DP1096
 DP1096.Click photographs - Photos may exist for this station.
 DP1096
 DP1096.The dynamic height is computed by dividing the NAVD 88
 DP1096.geopotential number by the normal gravity value computed on the
 DP1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1096.degrees latitude (g = 980.6199 gals.).
 DP1096
 DP1096.The modeled gravity was interpolated from observed gravity values.
 DP1096
 DP1096;                    North         East    Units  Estimated Accuracy
 DP1096;SPC MI S     -   164,582.7   3,879,194.0     MT  (+/- 3 meters HH1 GPS) 
 DP1096
 DP1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9396158363(NAD 83)
 DP1096
 DP1096                          SUPERSEDED SURVEY CONTROL
 DP1096
 DP1096.No superseded survey control is available for this station.
 DP1096
 DP1096_MARKER: F = FLANGE-ENCASED ROD
 DP1096_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1096_STAMPING: 70612 2012
 DP1096_MARK LOGO: NONE
 DP1096_PROJECTION: RECESSED 3 CENTIMETERS
 DP1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1096+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DP1096_ROD/PIPE-DEPTH: 7.9 meters
 DP1096_SLEEVE-DEPTH  : 1.2 meters
 DP1096
 DP1096  HISTORY     - Date     Condition        Report By
 DP1096  HISTORY     - 20120719 MONUMENTED       MIDT
 DP1096
 DP1096                          STATION DESCRIPTION
 DP1096
 DP1096'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1096'THE STATION IS LOCATED IN TALLMADGE TOWNSHIP, MICHIGAN.  THE STATION
 DP1096'IS 7.06 MI (11.4 KM) NORTH-NORTHEAST OF HUDSONVILLE, 7.73 MI (12.4 KM)
 DP1096'SOUTH-SOUTHEAST OF COOPERSVILLE AND 8.86 MI (14.3 KM) WEST OF GRAND
 DP1096'RAPIDS.
 DP1096'
 DP1096'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND SOUTH LINDEN
 DP1096'DRIVE, TRAVEL 1.13 MI (1.8 KM) EAST ON M45 TO THE STATION ON THE
 DP1096'RIGHT.
 DP1096'
 DP1096'THE STATION IS 55.9 FT (17.0 M) EAST OF THE CENTER OF THE TOP OF A 1
 DP1096'FT (0.3 M) DIAMETER GALVANIZED CULVERT, 28.7 FT (8.7 M) SOUTH OF THE
 DP1096'CENTERLINE OF THE EASTBOUND LANES OF M45, 100.6 FT (30.7 M) WEST OF
 DP1096'THE POST OF A 'DO NOT ENTER' SIGN AND 1 FT (0.3 M) NORTH OF AN ORANGE
 DP1096'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1097 ***********************************************************************
 DP1097  DESIGNATION -  70613
 DP1097  PID         -  DP1097
 DP1097  STATE/COUNTY-  MI/OTTAWA
 DP1097  COUNTRY     -  US
 DP1097  USGS QUAD   -  GRANDVILLE (2017)
 DP1097
 DP1097                         *CURRENT SURVEY CONTROL
 DP1097  ______________________________________________________________________
 DP1097* NAD 83(1986) POSITION- 42 58 22.6    (N) 085 49 25.9    (W)   HD_HELD2
 DP1097* NAVD 88 ORTHO HEIGHT -   204.641 (meters)      671.39  (feet) ADJUSTED
 DP1097  ______________________________________________________________________
 DP1097  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 DP1097  DYNAMIC HEIGHT  -        204.590 (meters)      671.23  (feet) COMP
 DP1097  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 DP1097
 DP1097  VERT ORDER      -  FIRST     CLASS II
 DP1097
 DP1097.The horizontal coordinates were established by autonomous hand held GPS
 DP1097.observations and have an estimated accuracy of +/- 10 meters.
 DP1097
 DP1097.The orthometric height was determined by differential leveling and
 DP1097.adjusted by the NATIONAL GEODETIC SURVEY
 DP1097.in March 2014.
 DP1097
 DP1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1097.GEOID18 height accuracy estimate available here.
 DP1097
 DP1097.Click photographs - Photos may exist for this station.
 DP1097
 DP1097.The dynamic height is computed by dividing the NAVD 88
 DP1097.geopotential number by the normal gravity value computed on the
 DP1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1097.degrees latitude (g = 980.6199 gals.).
 DP1097
 DP1097.The modeled gravity was interpolated from observed gravity values.
 DP1097
 DP1097;                    North         East    Units  Estimated Accuracy
 DP1097;SPC MI S     -   164,640.    3,881,144.      MT  (+/- 10 meters HH2 GPS)
 DP1097
 DP1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9590758481(NAD 83)
 DP1097
 DP1097                          SUPERSEDED SURVEY CONTROL
 DP1097
 DP1097.No superseded survey control is available for this station.
 DP1097
 DP1097_MARKER: F = FLANGE-ENCASED ROD
 DP1097_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1097_STAMPING: 70613 2012
 DP1097_MARK LOGO: NONE
 DP1097_PROJECTION: RECESSED 5 CENTIMETERS
 DP1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1097+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DP1097_ROD/PIPE-DEPTH: 9.1 meters
 DP1097_SLEEVE-DEPTH  : 1.2 meters
 DP1097
 DP1097  HISTORY     - Date     Condition        Report By
 DP1097  HISTORY     - 20120719 MONUMENTED       MIDT
 DP1097
 DP1097                          STATION DESCRIPTION
 DP1097
 DP1097'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1097'THE STATION IS LOCATED IN TALLMADGE TOWNSHIP, MICHIGAN.  THE STATION
 DP1097'IS 7.44 MI (12.0 KM) NORTH-NORTHEAST OF HUDSONVILLE, 7.92 MI (12.7 KM)
 DP1097'WEST OF GRAND RAPIDS AND 8.63 MI (13.9 KM) SOUTHEAST OF COOPERSVILLE.
 DP1097'
 DP1097'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND SOUTH LINDEN
 DP1097'DRIVE, TRAVEL 2.36 MI (3.8 KM) EAST ON M45 TO THE STATION ON THE LEFT.
 DP1097'THE STATION IS 17.2 FT (5.2 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DP1097'OF A CATCH BASIN, 31.7 FT (9.7 M) EAST OF A POWER POLE LABELED '445',
 DP1097'28 FT (8.5 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF M45
 DP1097'AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP1098 ***********************************************************************
 DP1098  DESIGNATION -  70614
 DP1098  PID         -  DP1098
 DP1098  STATE/COUNTY-  MI/OTTAWA
 DP1098  COUNTRY     -  US
 DP1098  USGS QUAD   -  GRANDVILLE (2017)
 DP1098
 DP1098                         *CURRENT SURVEY CONTROL
 DP1098  ______________________________________________________________________
 DP1098* NAD 83(1986) POSITION- 42 58 21.7    (N) 085 48 05.1    (W)   HD_HELD2
 DP1098* NAVD 88 ORTHO HEIGHT -   213.824 (meters)      701.52  (feet) ADJUSTED
 DP1098  ______________________________________________________________________
 DP1098  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 DP1098  DYNAMIC HEIGHT  -        213.771 (meters)      701.35  (feet) COMP
 DP1098  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 DP1098
 DP1098  VERT ORDER      -  FIRST     CLASS II
 DP1098
 DP1098.The horizontal coordinates were established by autonomous hand held GPS
 DP1098.observations and have an estimated accuracy of +/- 10 meters.
 DP1098
 DP1098.The orthometric height was determined by differential leveling and
 DP1098.adjusted by the NATIONAL GEODETIC SURVEY
 DP1098.in March 2014.
 DP1098
 DP1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1098.GEOID18 height accuracy estimate available here.
 DP1098
 DP1098.Click photographs - Photos may exist for this station.
 DP1098
 DP1098.The dynamic height is computed by dividing the NAVD 88
 DP1098.geopotential number by the normal gravity value computed on the
 DP1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1098.degrees latitude (g = 980.6199 gals.).
 DP1098
 DP1098.The modeled gravity was interpolated from observed gravity values.
 DP1098
 DP1098;                    North         East    Units  Estimated Accuracy
 DP1098;SPC MI S     -   164,581.    3,882,974.      MT  (+/- 10 meters HH2 GPS)
 DP1098
 DP1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9773858479(NAD 83)
 DP1098
 DP1098                          SUPERSEDED SURVEY CONTROL
 DP1098
 DP1098.No superseded survey control is available for this station.
 DP1098
 DP1098_MARKER: F = FLANGE-ENCASED ROD
 DP1098_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DP1098_STAMPING: 70614 2012
 DP1098_MARK LOGO: NONE
 DP1098_PROJECTION: RECESSED 3 CENTIMETERS
 DP1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1098+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DP1098_ROD/PIPE-DEPTH: 12.3 meters
 DP1098_SLEEVE-DEPTH  : 1.2 meters
 DP1098
 DP1098  HISTORY     - Date     Condition        Report By
 DP1098  HISTORY     - 20120719 MONUMENTED       MIDT
 DP1098
 DP1098                          STATION DESCRIPTION
 DP1098
 DP1098'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DP1098'THE STATION IS LOCATED IN TALLMADGE TOWNSHIP, MICHIGAN.  THE STATION
 DP1098'IS 6.71 MI (10.8 KM) WEST OF GRAND RAPIDS, 7.77 MI (12.5 KM)
 DP1098'NORTH-NORTHEAST OF HUDSONVILLE AND 9.3 MI (15.0 KM) SOUTHEAST OF
 DP1098'COOPERSVILLE.
 DP1098'
 DP1098'TO REACH THE STATION FROM THE INTERSECTION OF M45 AND EIGHTH AVENUE,
 DP1098'GO 0.17 MI (0.3 KM) EAST ON M45 TO THE STATION ON THE LEFT.
 DP1098'
 DP1098'THE STATION IS 22.9 FT (7.0 M) WEST OF THE NORTHWEST CORNER OF A CATCH
 DP1098'BASIN, 27.3 FT (8.3 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 DP1098'OF M45, 73.6 FT (22.4 M) SOUTH OF A POWER POLE LABELED 'CON 007 45
 DP1098'39', 110.5 FT (33.7 M) EAST OF A POWER POLE LABELED 'B8-01 445' AND
 DP1098'1.5 FT (0.5 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1302 ***********************************************************************
 RJ1302  DESIGNATION -  71 C6M 034
 RJ1302  PID         -  RJ1302
 RJ1302  STATE/COUNTY-  MI/CHIPPEWA
 RJ1302  COUNTRY     -  US
 RJ1302  USGS QUAD   -  OAK RIDGE (2017)
 RJ1302
 RJ1302                         *CURRENT SURVEY CONTROL
 RJ1302  ______________________________________________________________________
 RJ1302* NAD 83(1994) POSITION- 46 19 54.88858(N) 084 10 01.54644(W)   ADJUSTED
 RJ1302* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON3
 RJ1302  ______________________________________________________________________
 RJ1302  GEOID HEIGHT    -        -36.592 (meters)                     GEOID18
 RJ1302  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 RJ1302  HORZ ORDER      -  SECOND
 RJ1302
 RJ1302.The horizontal coordinates were established by classical geodetic methods
 RJ1302.and adjusted by the National Geodetic Survey in February 1997.
 RJ1302
 RJ1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1302
 RJ1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1302.GEOID18 height accuracy estimate available here.
 RJ1302
 RJ1302.Click photographs - Photos may exist for this station.
 RJ1302
 RJ1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1302
 RJ1302. The following values were computed from the NAD 83(1994) position.
 RJ1302
 RJ1302;                    North         East     Units Scale Factor Converg.
 RJ1302;SPC MI N     -   176,012.441 8,218,062.676   MT  0.99990316   +2 02 51.3
 RJ1302;SPC MI N     -   577,468.64 26,962,147.89   iFT  0.99990316   +2 02 51.3
 RJ1302;UTM  16      - 5,134,827.080   718,038.944   MT  1.00018443   +2 02 60.0
 RJ1302
 RJ1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1302!SPC MI N     -   0.99997787  x   0.99990316  =   0.99988104
 RJ1302!UTM  16      -   0.99997787  x   1.00018443  =   1.00016230
 RJ1302
 RJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1803834827(NAD 83)
 RJ1302
 RJ1302                          SUPERSEDED SURVEY CONTROL
 RJ1302
 RJ1302  NAD 83(1986)-  46 19 54.88027(N)    084 10 01.54318(W) AD(       ) 2
 RJ1302  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RJ1302
 RJ1302.Superseded values are not recommended for survey control.
 RJ1302
 RJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1302.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1302
 RJ1302_MARKER: DS = TRIANGULATION STATION DISK
 RJ1302_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1302+WITH SETTING: INFORMATION.
 RJ1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1302
 RJ1302  HISTORY     - Date     Condition        Report By
 RJ1302  HISTORY     - 1988     MONUMENTED       USACE
 RJ1302
 RJ1302                          STATION DESCRIPTION
 RJ1302
 RJ1302'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1302'THE STATION IS LOCATED ABOUT 23.2 KM (14.4 MI) SOUTHEAST OF SAULT
 RJ1302'STE MARIE, 35.6 KM (22.1 MI) EAST-NORTHEAST OF RUDYARD, 42.5 KM
 RJ1302'(26.4 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN
 RJ1302'SEC 3, T45N-R2E.
 RJ1302'OWNERSHIP---EDWARD W. KEYES, SR.
 RJ1302'
 RJ1302'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1302'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1302'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1302'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD
 RJ1302'TO M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN
 RJ1302'LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1302'BOAT ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 20 MINUTES TO
 RJ1302'SUGAR ISLAND, CROSSING THE MIDDLE NEEBISH CHANNEL WHERE THE STATION
 RJ1302'IS LOCATED.
 RJ1302'
 RJ1302'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1302'STAMPED---C6M-005---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RJ1302'ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 9 METERS (30 FT)
 RJ1302'NORTH FROM WATERS EDGE, SOUTH OF A CABLE CROSSING.
 RJ1302'
 RJ1302'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5209 ***********************************************************************
 DL5209  DESIGNATION -  72301
 DL5209  PID         -  DL5209
 DL5209  STATE/COUNTY-  MI/ROSCOMMON
 DL5209  COUNTRY     -  US
 DL5209  USGS QUAD   -  SAINT HELEN (2017)
 DL5209
 DL5209                         *CURRENT SURVEY CONTROL
 DL5209  ______________________________________________________________________
 DL5209* NAD 83(1986) POSITION- 44 18 24.88   (N) 084 22 40.66   (W)   HD_HELD1
 DL5209* NAVD 88 ORTHO HEIGHT -   412.371 (meters)     1352.92  (feet) ADJUSTED
 DL5209  ______________________________________________________________________
 DL5209  GEOID HEIGHT    -        -34.673 (meters)                     GEOID18
 DL5209  DYNAMIC HEIGHT  -        412.298 (meters)     1352.68  (feet) COMP
 DL5209  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 DL5209
 DL5209  VERT ORDER      -  FIRST     CLASS II
 DL5209
 DL5209.The horizontal coordinates were determined by differentially corrected
 DL5209.hand held GPS observations or other comparable positioning techniques
 DL5209.and have an estimated accuracy of +/- 3 meters.
 DL5209
 DL5209.The orthometric height was determined by differential leveling and
 DL5209.adjusted by the NATIONAL GEODETIC SURVEY
 DL5209.in October 2009.
 DL5209
 DL5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5209.GEOID18 height accuracy estimate available here.
 DL5209
 DL5209.Click photographs - Photos may exist for this station.
 DL5209
 DL5209.The dynamic height is computed by dividing the NAVD 88
 DL5209.geopotential number by the normal gravity value computed on the
 DL5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5209.degrees latitude (g = 980.6199 gals.).
 DL5209
 DL5209.The modeled gravity was interpolated from observed gravity values.
 DL5209
 DL5209;                    North         East    Units  Estimated Accuracy
 DL5209;SPC MI C     -   110,037.7   5,999,098.8     MT  (+/- 3 meters HH1 GPS) 
 DL5209
 DL5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0913409305(NAD 83)
 DL5209
 DL5209                          SUPERSEDED SURVEY CONTROL
 DL5209
 DL5209.No superseded survey control is available for this station.
 DL5209
 DL5209_MARKER: DD = SURVEY DISK
 DL5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5209_STAMPING: 72301
 DL5209_MARK LOGO: MIDT
 DL5209_PROJECTION: FLUSH
 DL5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5209+STABILITY: SURFACE MOTION
 DL5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5209+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5209
 DL5209  HISTORY     - Date     Condition        Report By
 DL5209  HISTORY     - 2002     MONUMENTED       MIDT
 DL5209  HISTORY     - 20080428 GOOD             COLEM
 DL5209
 DL5209                          STATION DESCRIPTION
 DL5209
 DL5209'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5209'HIGHWAY 76 (EXIT 215) ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF SAINT HELEN,
 DL5209'GO EAST ON INTERSTATE 75 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DL5209'SOUTH SIDE OF THE INTERSTATE.
 DL5209'
 DL5209'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5209'IN CONCRETE,
 DL5209'
 DL5209'0.28 MI (0.5 KM) NORTHWEST OF A MEDIAN CROSSING, 32.0 FT (9.8 M)
 DL5209'NORTHEAST OF SOUTHBOUND INTERSTATE 75 CENTERLINE, 20.0 FT (6.1 M)
 DL5209'NORTHEAST OF THE NORTH EDGE OF PAVEMENT FOR SOUTHBOUND INTERSTATE 75,
 DL5209'3.3 FT (1.0 M) SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5210 ***********************************************************************
 DL5210  DESIGNATION -  72302
 DL5210  PID         -  DL5210
 DL5210  STATE/COUNTY-  MI/ROSCOMMON
 DL5210  COUNTRY     -  US
 DL5210  USGS QUAD   -  SAINT HELEN (2017)
 DL5210
 DL5210                         *CURRENT SURVEY CONTROL
 DL5210  ______________________________________________________________________
 DL5210* NAD 83(2011) POSITION- 44 18 41.13367(N) 084 24 37.85909(W)   ADJUSTED
 DL5210* NAD 83(2011) ELLIP HT-   380.813 (meters)        (06/27/12)   ADJUSTED
 DL5210* NAD 83(2011) EPOCH   -  2010.00
 DL5210* NAVD 88 ORTHO HEIGHT -   415.448 (meters)     1363.02  (feet) ADJUSTED
 DL5210  ______________________________________________________________________
 DL5210  GEOID HEIGHT    -        -34.629 (meters)                     GEOID18
 DL5210  NAD 83(2011) X  -    445,279.093 (meters)                     COMP
 DL5210  NAD 83(2011) Y  - -4,549,906.407 (meters)                     COMP
 DL5210  NAD 83(2011) Z  -  4,433,184.352 (meters)                     COMP
 DL5210  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 DL5210  DYNAMIC HEIGHT  -        415.373 (meters)     1362.77  (feet) COMP
 DL5210  MODELED GRAVITY -    980,425.9   (mgal)                       NAVD 88
 DL5210
 DL5210  VERT ORDER      -  FIRST     CLASS II
 DL5210
 DL5210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5210  Standards:
 DL5210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5210  -------------------------------------------------------------------
 DL5210  NETWORK    0.28   0.47           0.13   0.09   0.24     -0.00519979
 DL5210  -------------------------------------------------------------------
 DL5210  Click here for local accuracies and other accuracy information.
 DL5210
 DL5210.The horizontal coordinates were established by GPS observations
 DL5210.and adjusted by the National Geodetic Survey in June 2012.
 DL5210
 DL5210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5210.been affixed to the stable North American tectonic plate. See 
 DL5210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5210
 DL5210.The horizontal coordinates are valid at the epoch date displayed above
 DL5210.which is a decimal equivalence of Year/Month/Day.
 DL5210
 DL5210.The orthometric height was determined by differential leveling and
 DL5210.adjusted by the NATIONAL GEODETIC SURVEY
 DL5210.in October 2009.
 DL5210
 DL5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5210.GEOID18 height accuracy estimate available here.
 DL5210
 DL5210.Click photographs - Photos may exist for this station.
 DL5210
 DL5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5210
 DL5210.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5210
 DL5210.The ellipsoidal height was determined by GPS observations
 DL5210.and is referenced to NAD 83.
 DL5210
 DL5210.The dynamic height is computed by dividing the NAVD 88
 DL5210.geopotential number by the normal gravity value computed on the
 DL5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5210.degrees latitude (g = 980.6199 gals.).
 DL5210
 DL5210.The modeled gravity was interpolated from observed gravity values.
 DL5210
 DL5210. The following values were computed from the NAD 83(2011) position.
 DL5210
 DL5210;                    North         East     Units Scale Factor Converg.
 DL5210;SPC MI C     -   110,540.246 5,996,501.522   MT  0.99997310   -0 01 51.5
 DL5210;SPC MI C     -   362,664.85 19,673,561.42   iFT  0.99997310   -0 01 51.5
 DL5210;UTM  16      - 4,909,724.413   706,522.318   MT  1.00012457   +1 48 34.4
 DL5210
 DL5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5210!SPC MI C     -   0.99994029  x   0.99997310  =   0.99991339
 DL5210!UTM  16      -   0.99994029  x   1.00012457  =   1.00006485
 DL5210
 DL5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0652209724(NAD 83)
 DL5210
 DL5210                          SUPERSEDED SURVEY CONTROL
 DL5210
 DL5210  NAD 83(2007)-  44 18 41.13385(N)    084 24 37.85973(W) AD(2002.00) B
 DL5210  ELLIP H (10/19/09)  380.822  (m)                       GP(2002.00) 1 1
 DL5210
 DL5210.Superseded values are not recommended for survey control.
 DL5210
 DL5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5210.See file dsdata.pdf to determine how the superseded data were derived.
 DL5210
 DL5210_MARKER: DD = SURVEY DISK
 DL5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5210_STAMPING: 72302 2002
 DL5210_MARK LOGO: MIDT
 DL5210_PROJECTION: FLUSH
 DL5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5210+STABILITY: SURFACE MOTION
 DL5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5210+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2020
 DL5210
 DL5210  HISTORY     - Date     Condition        Report By
 DL5210  HISTORY     - 2002     MONUMENTED       MIDT
 DL5210  HISTORY     - 20080428 GOOD             COLEM
 DL5210  HISTORY     - 20200720 GOOD             MIDT
 DL5210
 DL5210                          STATION DESCRIPTION
 DL5210
 DL5210'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5210'TO REACH THE STATION AT THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5210'HIGHWAY 76 (EXIT 227) ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF SAINT HELEN,
 DL5210'GO TO THE STATION LOCATED IN THE MEDIAN OF INTERSTATE 75, 175 FT
 DL5210'(53.3 M) WEST OF SOUTHBOUND STATE HIGHWAY 76.
 DL5210'
 DL5210'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5210'IN CONCRETE, 146.5 FT (44.7 M) SOUTH OF THE NORTHBOUND INTERSTATE 75
 DL5210'CENTERLINE, 135.2 FT (41.2 M) NORTH OF A GUARD RAIL, 40.5 FT (12.3 M)
 DL5210'NORTHWEST OF A UTILITY POLE, 3.3 FT (1.0 M) SOUTH OF AN ORANGE
 DL5210'CARSONITE WITNESS POST.
 DL5210
 DL5210                          STATION RECOVERY (2020)
 DL5210
 DL5210'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5211 ***********************************************************************
 DL5211  DESIGNATION -  72303
 DL5211  PID         -  DL5211
 DL5211  STATE/COUNTY-  MI/ROSCOMMON
 DL5211  COUNTRY     -  US
 DL5211  USGS QUAD   -  SAINT HELEN (2017)
 DL5211
 DL5211                         *CURRENT SURVEY CONTROL
 DL5211  ______________________________________________________________________
 DL5211* NAD 83(1986) POSITION- 44 19 01.87   (N) 084 27 03.06   (W)   HD_HELD1
 DL5211* NAVD 88 ORTHO HEIGHT -   376.230 (meters)     1234.35  (feet) ADJUSTED
 DL5211  ______________________________________________________________________
 DL5211  GEOID HEIGHT    -        -34.583 (meters)                     GEOID18
 DL5211  DYNAMIC HEIGHT  -        376.165 (meters)     1234.13  (feet) COMP
 DL5211  MODELED GRAVITY -    980,433.0   (mgal)                       NAVD 88
 DL5211
 DL5211  VERT ORDER      -  FIRST     CLASS II
 DL5211
 DL5211.The horizontal coordinates were determined by differentially corrected
 DL5211.hand held GPS observations or other comparable positioning techniques
 DL5211.and have an estimated accuracy of +/- 3 meters.
 DL5211
 DL5211.The orthometric height was determined by differential leveling and
 DL5211.adjusted by the NATIONAL GEODETIC SURVEY
 DL5211.in October 2009.
 DL5211
 DL5211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5211.GEOID18 height accuracy estimate available here.
 DL5211
 DL5211.Click photographs - Photos may exist for this station.
 DL5211
 DL5211.The dynamic height is computed by dividing the NAVD 88
 DL5211.geopotential number by the normal gravity value computed on the
 DL5211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5211.degrees latitude (g = 980.6199 gals.).
 DL5211
 DL5211.The modeled gravity was interpolated from observed gravity values.
 DL5211
 DL5211;                    North         East    Units  Estimated Accuracy
 DL5211;SPC MI C     -   111,182.8   5,993,284.2     MT  (+/- 3 meters HH1 GPS) 
 DL5211
 DL5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0328510263(NAD 83)
 DL5211
 DL5211                          SUPERSEDED SURVEY CONTROL
 DL5211
 DL5211.No superseded survey control is available for this station.
 DL5211
 DL5211_MARKER: DD = SURVEY DISK
 DL5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5211_STAMPING: 72303
 DL5211_MARK LOGO: MIDT
 DL5211_PROJECTION: FLUSH
 DL5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5211+STABILITY: SURFACE MOTION
 DL5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5211+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL5211
 DL5211  HISTORY     - Date     Condition        Report By
 DL5211  HISTORY     - 2002     MONUMENTED       MIDT
 DL5211  HISTORY     - 20080428 GOOD             COLEM
 DL5211
 DL5211                          STATION DESCRIPTION
 DL5211
 DL5211'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5211'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 WITH STATE
 DL5211'HIGHWAY 76 (EXIT 227) ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF SAINT HELEN,
 DL5211'GO WEST ON INTERSTATE 75 FOR 2 MI (3.2 KM) AND THE STATION ON THE
 DL5211'RIGHT.
 DL5211'
 DL5211'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5211'IN CONCRETE,
 DL5211'
 DL5211'80.0 FT (24.4 M) WEST OF THE EXTENDED CENTERLINE OF TOWNER ROAD, 76.0
 DL5211'FT (23.2 M) SOUTH OF A FENCE, 74.0 FT (22.6 M) NORTH OF NORTHBOUND
 DL5211'INTERSTATE 75 CENTERLINE, 4.5 FT (1.4 M) SOUTH OF AN ORANGE CARSONITE
 DL5211'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5013 ***********************************************************************
 DL5013  DESIGNATION -  72601
 DL5013  PID         -  DL5013
 DL5013  STATE/COUNTY-  MI/ROSCOMMON
 DL5013  COUNTRY     -  US
 DL5013  USGS QUAD   -  BACKUS LAKE (2017)
 DL5013
 DL5013                         *CURRENT SURVEY CONTROL
 DL5013  ______________________________________________________________________
 DL5013* NAD 83(1986) POSITION- 44 18 16.57   (N) 084 34 01.71   (W)   HD_HELD1
 DL5013* NAVD 88 ORTHO HEIGHT -   354.420 (meters)     1162.79  (feet) ADJUSTED
 DL5013  ______________________________________________________________________
 DL5013  GEOID HEIGHT    -        -34.424 (meters)                     GEOID18
 DL5013  DYNAMIC HEIGHT  -        354.360 (meters)     1162.60  (feet) COMP
 DL5013  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 DL5013
 DL5013  VERT ORDER      -  FIRST     CLASS II
 DL5013
 DL5013.The horizontal coordinates were determined by differentially corrected
 DL5013.hand held GPS observations or other comparable positioning techniques
 DL5013.and have an estimated accuracy of +/- 3 meters.
 DL5013
 DL5013.The orthometric height was determined by differential leveling and
 DL5013.adjusted by the NATIONAL GEODETIC SURVEY
 DL5013.in October 2009.
 DL5013
 DL5013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5013.GEOID18 height accuracy estimate available here.
 DL5013
 DL5013.Click photographs - Photos may exist for this station.
 DL5013
 DL5013.The dynamic height is computed by dividing the NAVD 88
 DL5013.geopotential number by the normal gravity value computed on the
 DL5013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5013.degrees latitude (g = 980.6199 gals.).
 DL5013
 DL5013.The modeled gravity was interpolated from observed gravity values.
 DL5013
 DL5013;                    North         East    Units  Estimated Accuracy
 DL5013;SPC MI C     -   109,800.9   5,984,003.6     MT  (+/- 3 meters HH1 GPS) 
 DL5013
 DL5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9405308583(NAD 83)
 DL5013
 DL5013                          SUPERSEDED SURVEY CONTROL
 DL5013
 DL5013.No superseded survey control is available for this station.
 DL5013
 DL5013_MARKER: DD = SURVEY DISK
 DL5013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5013_STAMPING: 72601 2008
 DL5013_MARK LOGO: MIDT
 DL5013_PROJECTION: FLUSH
 DL5013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5013+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 DL5013
 DL5013  HISTORY     - Date     Condition        Report By
 DL5013  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5013  HISTORY     - 20200716 GOOD             MIDT
 DL5013  HISTORY     - 20250730 GOOD             MIDT
 DL5013
 DL5013                          STATION DESCRIPTION
 DL5013
 DL5013'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5013'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST OF HOUGHTON LAKE,
 DL5013'8.8 MI (14.2 KM) WEST-SOUTHWEST OF SAINT HELEN AND 4.2 MI (6.8 KM)
 DL5013'EAST OF PRUDENVILLE.
 DL5013'
 DL5013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH WEST
 DL5013'BRANCH ROAD ABOUT 1 MI (1.6 KM) WEST OF MAPLE VALLEY, MICHIGAN, GO
 DL5013'WEST ON STATE HIGHWAY 55 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE
 DL5013'RIGHT.
 DL5013'
 DL5013'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5013'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5013'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5013'
 DL5013'THE STATION IS 0.65 MI (1.0 KM) EAST OF CROOKED ROAD, 64 FT (19.5 M)
 DL5013'SOUTHEAST OF THE TOP, CENTER OF THE NORTH END OF A CORRUGATED METAL
 DL5013'CULVERT PIPE, 11 FT (3.4 M) NORTH OF THE EDGE OF PAVEMENT OF STATE
 DL5013'HIGHWAY 55 AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 DL5013'POST.
 DL5013
 DL5013                          STATION RECOVERY (2020)
 DL5013
 DL5013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5013'RECOVERED IN GOOD CONDITION.
 DL5013
 DL5013                          STATION RECOVERY (2025)
 DL5013
 DL5013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5014 ***********************************************************************
 DL5014  DESIGNATION -  72602
 DL5014  PID         -  DL5014
 DL5014  STATE/COUNTY-  MI/ROSCOMMON
 DL5014  COUNTRY     -  US
 DL5014  USGS QUAD   -  BACKUS LAKE (2017)
 DL5014
 DL5014                         *CURRENT SURVEY CONTROL
 DL5014  ______________________________________________________________________
 DL5014* NAD 83(2011) POSITION- 44 18 19.20323(N) 084 37 05.64150(W)   ADJUSTED
 DL5014* NAD 83(2011) ELLIP HT-   321.688 (meters)        (06/27/12)   ADJUSTED
 DL5014* NAD 83(2011) EPOCH   -  2010.00
 DL5014* NAVD 88 ORTHO HEIGHT -   356.032 (meters)     1168.08  (feet) ADJUSTED
 DL5014  ______________________________________________________________________
 DL5014  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 DL5014  NAD 83(2011) X  -    428,821.575 (meters)                     COMP
 DL5014  NAD 83(2011) Y  - -4,551,919.450 (meters)                     COMP
 DL5014  NAD 83(2011) Z  -  4,432,658.636 (meters)                     COMP
 DL5014  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DL5014  DYNAMIC HEIGHT  -        355.972 (meters)     1167.88  (feet) COMP
 DL5014  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 DL5014
 DL5014  VERT ORDER      -  FIRST     CLASS II
 DL5014
 DL5014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5014  Standards:
 DL5014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5014  -------------------------------------------------------------------
 DL5014  NETWORK    0.37   0.59           0.17   0.12   0.30      0.11785757
 DL5014  -------------------------------------------------------------------
 DL5014  Click here for local accuracies and other accuracy information.
 DL5014
 DL5014.The horizontal coordinates were established by GPS observations
 DL5014.and adjusted by the National Geodetic Survey in June 2012.
 DL5014
 DL5014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5014.been affixed to the stable North American tectonic plate. See 
 DL5014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5014
 DL5014.The horizontal coordinates are valid at the epoch date displayed above
 DL5014.which is a decimal equivalence of Year/Month/Day.
 DL5014
 DL5014.The orthometric height was determined by differential leveling and
 DL5014.adjusted by the NATIONAL GEODETIC SURVEY
 DL5014.in October 2009.
 DL5014
 DL5014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5014.GEOID18 height accuracy estimate available here.
 DL5014
 DL5014.Click photographs - Photos may exist for this station.
 DL5014
 DL5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5014
 DL5014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5014
 DL5014.The ellipsoidal height was determined by GPS observations
 DL5014.and is referenced to NAD 83.
 DL5014
 DL5014.The dynamic height is computed by dividing the NAVD 88
 DL5014.geopotential number by the normal gravity value computed on the
 DL5014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5014.degrees latitude (g = 980.6199 gals.).
 DL5014
 DL5014.The modeled gravity was interpolated from observed gravity values.
 DL5014
 DL5014. The following values were computed from the NAD 83(2011) position.
 DL5014
 DL5014;                    North         East     Units Scale Factor Converg.
 DL5014;SPC MI C     -   109,893.538 5,979,927.075   MT  0.99997427   -0 10 39.8
 DL5014;SPC MI C     -   360,543.10 19,619,183.32   iFT  0.99997427   -0 10 39.8
 DL5014;UTM  16      - 4,908,545.390   689,975.386   MT  1.00004387   +1 39 50.8
 DL5014
 DL5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5014!SPC MI C     -   0.99994956  x   0.99997427  =   0.99992383
 DL5014!UTM  16      -   0.99994956  x   1.00004387  =   0.99999343
 DL5014
 DL5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8997508545(NAD 83)
 DL5014
 DL5014                          SUPERSEDED SURVEY CONTROL
 DL5014
 DL5014  NAD 83(2007)-  44 18 19.20339(N)    084 37 05.64215(W) AD(2002.00) B
 DL5014  ELLIP H (10/19/09)  321.700  (m)                       GP(2002.00) 1 1
 DL5014
 DL5014.Superseded values are not recommended for survey control.
 DL5014
 DL5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5014.See file dsdata.pdf to determine how the superseded data were derived.
 DL5014
 DL5014_MARKER: DD = SURVEY DISK
 DL5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5014_STAMPING: 72602 2008
 DL5014_MARK LOGO: MIDT
 DL5014_PROJECTION: RECESSED 3 CENTIMETERS
 DL5014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5014+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2022
 DL5014
 DL5014  HISTORY     - Date     Condition        Report By
 DL5014  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5014  HISTORY     - 20200709 GOOD             MIDT
 DL5014  HISTORY     - 20220314 GOOD             HEI
 DL5014
 DL5014                          STATION DESCRIPTION
 DL5014
 DL5014'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5014'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF HOUGHTON LAKE
 DL5014'HEIGHTS, 7.3 MI (11.7 KM) EAST OF HOUGHTON LAKE AND 1.7 MI (2.7 KM)
 DL5014'EAST-NORTHEAST OF PRUDENVILLE.
 DL5014'
 DL5014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH
 DL5014'ROSCOMMON ROAD ABOUT 2 MI (3.2 KM) EAST OF PRUDENVILLE, MICHIGAN, GO
 DL5014'WEST ON STATE HIGHWAY 55 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DL5014'LEFT.
 DL5014'
 DL5014'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5014'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5014'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5014'
 DL5014'THE STATION IS 140 FT (42.7 M) EAST OF FOREST PARK COURT, 22 FT (6.7
 DL5014'M) EAST OF THE EDGE OF CURB OF A DRIVEWAY OPENING FOR '329 M-55', 11
 DL5014'FT (3.4 M) SOUTH OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 55, AND 3.3
 DL5014'FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5014
 DL5014                          STATION RECOVERY (2020)
 DL5014
 DL5014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5014'STATION LOCATED 25 FT (7.6 M) NORTHWEST OF A TELEPHONE POLE, 14.5 FT
 DL5014'(4.4 M) SOUTH OF THE EDGE OF PAVEMENT OF MI HIGHWAY 55, 19 FT (5.8 M)
 DL5014'EAST OF THE EAST END OF A 12 INCH (30 CM) STEEL CULVERT FOR DRIVEWAY
 DL5014'ADDRESS 329 AND 1.2 FT (0.4 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL5014'POST.
 DL5014
 DL5014                          STATION RECOVERY (2022)
 DL5014
 DL5014'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CE)
 DL5014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5015 ***********************************************************************
 DL5015  DESIGNATION -  72603
 DL5015  PID         -  DL5015
 DL5015  STATE/COUNTY-  MI/ROSCOMMON
 DL5015  COUNTRY     -  US
 DL5015  USGS QUAD   -  PRUDENVILLE (2017)
 DL5015
 DL5015                         *CURRENT SURVEY CONTROL
 DL5015  ______________________________________________________________________
 DL5015* NAD 83(1986) POSITION- 44 17 54.68   (N) 084 39 13.26   (W)   HD_HELD1
 DL5015* NAVD 88 ORTHO HEIGHT -   349.933 (meters)     1148.07  (feet) ADJUSTED
 DL5015  ______________________________________________________________________
 DL5015  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 DL5015  DYNAMIC HEIGHT  -        349.874 (meters)     1147.88  (feet) COMP
 DL5015  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 DL5015
 DL5015  VERT ORDER      -  FIRST     CLASS II
 DL5015
 DL5015.The horizontal coordinates were determined by differentially corrected
 DL5015.hand held GPS observations or other comparable positioning techniques
 DL5015.and have an estimated accuracy of +/- 3 meters.
 DL5015
 DL5015.The orthometric height was determined by differential leveling and
 DL5015.adjusted by the NATIONAL GEODETIC SURVEY
 DL5015.in October 2009.
 DL5015
 DL5015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5015.GEOID18 height accuracy estimate available here.
 DL5015
 DL5015.Click photographs - Photos may exist for this station.
 DL5015
 DL5015.The dynamic height is computed by dividing the NAVD 88
 DL5015.geopotential number by the normal gravity value computed on the
 DL5015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5015.degrees latitude (g = 980.6199 gals.).
 DL5015
 DL5015.The modeled gravity was interpolated from observed gravity values.
 DL5015
 DL5015;                    North         East    Units  Estimated Accuracy
 DL5015;SPC MI C     -   109,146.0   5,977,095.8     MT  (+/- 3 meters HH1 GPS) 
 DL5015
 DL5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8716907707(NAD 83)
 DL5015
 DL5015                          SUPERSEDED SURVEY CONTROL
 DL5015
 DL5015.No superseded survey control is available for this station.
 DL5015
 DL5015_MARKER: DD = SURVEY DISK
 DL5015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5015_STAMPING: 72603 2008
 DL5015_MARK LOGO: MIDT
 DL5015_PROJECTION: FLUSH
 DL5015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5015+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2022
 DL5015
 DL5015  HISTORY     - Date     Condition        Report By
 DL5015  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5015  HISTORY     - 20220127 GOOD             HEI
 DL5015
 DL5015                          STATION DESCRIPTION
 DL5015
 DL5015'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5015'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 DL5015'OF STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE) WITH SECOND STREET IN
 DL5015'PRUDENVILLE, MICHIGAN.
 DL5015'
 DL5015'TO REACH FROM THE INTERSECTION OF HIGHWAY 18 WITH HIGHWAY 55, IN
 DL5015'PRUDENVILLE, GO WEST ON HIGHWAY 55 FOR 0.08 MI (0.1 KM) TO SECOND
 DL5015'STREET AND THE STATION ON THE RIGHT.
 DL5015'
 DL5015'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5015'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5015'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5015'
 DL5015'THE STATION IS 115 FT (35.1 M) EAST OF THE EDGE OF CURB OF THIRD
 DL5015'STREET, 38 FT (11.6 M) WEST OF THE EDGE OF CURB OF SECOND STREET, 10.5
 DL5015'NORTH OF THE EDGE OF CURB OF STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE),
 DL5015'AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5015
 DL5015                          STATION RECOVERY (2022)
 DL5015
 DL5015'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CE)
 DL5015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5016 ***********************************************************************
 DL5016  DESIGNATION -  72604
 DL5016  PID         -  DL5016
 DL5016  STATE/COUNTY-  MI/ROSCOMMON
 DL5016  COUNTRY     -  US
 DL5016  USGS QUAD   -  PRUDENVILLE (2017)
 DL5016
 DL5016                         *CURRENT SURVEY CONTROL
 DL5016  ______________________________________________________________________
 DL5016* NAD 83(1986) POSITION- 44 17 55.47   (N) 084 40 23.06   (W)   HD_HELD1
 DL5016* NAVD 88 ORTHO HEIGHT -   350.529 (meters)     1150.03  (feet) ADJUSTED
 DL5016  ______________________________________________________________________
 DL5016  GEOID HEIGHT    -        -34.260 (meters)                     GEOID18
 DL5016  DYNAMIC HEIGHT  -        350.471 (meters)     1149.84  (feet) COMP
 DL5016  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DL5016
 DL5016  VERT ORDER      -  FIRST     CLASS II
 DL5016
 DL5016.The horizontal coordinates were determined by differentially corrected
 DL5016.hand held GPS observations or other comparable positioning techniques
 DL5016.and have an estimated accuracy of +/- 3 meters.
 DL5016
 DL5016.The orthometric height was determined by differential leveling and
 DL5016.adjusted by the NATIONAL GEODETIC SURVEY
 DL5016.in October 2009.
 DL5016
 DL5016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5016.GEOID18 height accuracy estimate available here.
 DL5016
 DL5016.Click photographs - Photos may exist for this station.
 DL5016
 DL5016.The dynamic height is computed by dividing the NAVD 88
 DL5016.geopotential number by the normal gravity value computed on the
 DL5016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5016.degrees latitude (g = 980.6199 gals.).
 DL5016
 DL5016.The modeled gravity was interpolated from observed gravity values.
 DL5016
 DL5016;                    North         East    Units  Estimated Accuracy
 DL5016;SPC MI C     -   109,176.1   5,975,548.7     MT  (+/- 3 meters HH1 GPS) 
 DL5016
 DL5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8562207687(NAD 83)
 DL5016
 DL5016                          SUPERSEDED SURVEY CONTROL
 DL5016
 DL5016.No superseded survey control is available for this station.
 DL5016
 DL5016_MARKER: DD = SURVEY DISK
 DL5016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5016_SP_SET: BOX CULVERT
 DL5016_STAMPING: 72604 2008
 DL5016_MARK LOGO: MIDT
 DL5016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5016+STABILITY: SURFACE MOTION
 DL5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5016+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL5016
 DL5016  HISTORY     - Date     Condition        Report By
 DL5016  HISTORY     - 20080603 MONUMENTED       COLEM
 DL5016
 DL5016                          STATION DESCRIPTION
 DL5016
 DL5016'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5016'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST OF
 DL5016'HOUGHTON LAKE HEIGHTS, 4.7 MI (7.6 KM) EAST-SOUTHEAST OF HOUGHTON LAKE
 DL5016'AND 1.0 MI (1.6 KM) WEST OF PRUDENVILLE.
 DL5016'
 DL5016'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55
 DL5016'(HOUGHTON LAKE DRIVE) WITH SHADY LANE IN PRUDENVILLE, MICHIGAN, GO
 DL5016'WEST ON STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE) FOR 0.15 MI (0.2 KM) TO
 DL5016'A BOX CULVERT UNDER STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE) AND THE
 DL5016'STATION ON THE RIGHT.
 DL5016'
 DL5016'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5016'MODERNIZATION MARK DISK SET IN THE TOP OF A BOX CULVERT.
 DL5016'
 DL5016'THE STATION IS 10 FT (3.0 M) NORTH OF THE EDGE OF CURB OF STATE
 DL5016'HIGHWAY 55 (HOUGHTON LAKE DRIVE).
 DL5016'
 DL5016'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5017 ***********************************************************************
 DL5017  DESIGNATION -  72605
 DL5017  PID         -  DL5017
 DL5017  STATE/COUNTY-  MI/ROSCOMMON
 DL5017  COUNTRY     -  US
 DL5017  USGS QUAD   -  PRUDENVILLE (2017)
 DL5017
 DL5017                         *CURRENT SURVEY CONTROL
 DL5017  ______________________________________________________________________
 DL5017* NAD 83(2011) POSITION- 44 17 53.65914(N) 084 42 44.90366(W)   ADJUSTED
 DL5017* NAD 83(2011) ELLIP HT-   314.902 (meters)        (06/27/12)   ADJUSTED
 DL5017* NAD 83(2011) EPOCH   -  2010.00
 DL5017* NAVD 88 ORTHO HEIGHT -   349.095 (meters)     1145.32  (feet) ADJUSTED
 DL5017  ______________________________________________________________________
 DL5017  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 DL5017  NAD 83(2011) X  -    421,384.352 (meters)                     COMP
 DL5017  NAD 83(2011) Y  - -4,553,162.143 (meters)                     COMP
 DL5017  NAD 83(2011) Z  -  4,432,089.599 (meters)                     COMP
 DL5017  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 DL5017  DYNAMIC HEIGHT  -        349.037 (meters)     1145.13  (feet) COMP
 DL5017  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 DL5017
 DL5017  VERT ORDER      -  FIRST     CLASS II
 DL5017
 DL5017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5017  Standards:
 DL5017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5017  -------------------------------------------------------------------
 DL5017  NETWORK    0.43   0.63           0.20   0.14   0.32      0.17722586
 DL5017  -------------------------------------------------------------------
 DL5017  Click here for local accuracies and other accuracy information.
 DL5017
 DL5017.The horizontal coordinates were established by GPS observations
 DL5017.and adjusted by the National Geodetic Survey in June 2012.
 DL5017
 DL5017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5017.been affixed to the stable North American tectonic plate. See 
 DL5017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5017
 DL5017.The horizontal coordinates are valid at the epoch date displayed above
 DL5017.which is a decimal equivalence of Year/Month/Day.
 DL5017
 DL5017.The orthometric height was determined by differential leveling and
 DL5017.adjusted by the NATIONAL GEODETIC SURVEY
 DL5017.in October 2009.
 DL5017
 DL5017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5017.GEOID18 height accuracy estimate available here.
 DL5017
 DL5017.Click photographs - Photos may exist for this station.
 DL5017
 DL5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5017
 DL5017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5017
 DL5017.The ellipsoidal height was determined by GPS observations
 DL5017.and is referenced to NAD 83.
 DL5017
 DL5017.The dynamic height is computed by dividing the NAVD 88
 DL5017.geopotential number by the normal gravity value computed on the
 DL5017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5017.degrees latitude (g = 980.6199 gals.).
 DL5017
 DL5017.The modeled gravity was interpolated from observed gravity values.
 DL5017
 DL5017. The following values were computed from the NAD 83(2011) position.
 DL5017
 DL5017;                    North         East     Units Scale Factor Converg.
 DL5017;SPC MI C     -   109,132.808 5,972,404.238   MT  0.99997564   -0 14 39.4
 DL5017;SPC MI C     -   358,047.27 19,594,502.09   iFT  0.99997564   -0 14 39.4
 DL5017;UTM  16      - 4,907,543.183   682,480.504   MT  1.00000954   +1 35 52.9
 DL5017
 DL5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5017!SPC MI C     -   0.99995063  x   0.99997564  =   0.99992627
 DL5017!UTM  16      -   0.99995063  x   1.00000954  =   0.99996017
 DL5017
 DL5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8248007543(NAD 83)
 DL5017
 DL5017                          SUPERSEDED SURVEY CONTROL
 DL5017
 DL5017  NAD 83(2007)-  44 17 53.65931(N)    084 42 44.90434(W) AD(2002.00) B
 DL5017  ELLIP H (10/23/09)  314.914  (m)                       GP(2002.00) 3 1
 DL5017
 DL5017.Superseded values are not recommended for survey control.
 DL5017
 DL5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5017.See file dsdata.pdf to determine how the superseded data were derived.
 DL5017
 DL5017_MARKER: DD = SURVEY DISK
 DL5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5017_STAMPING: 72605 2008
 DL5017_MARK LOGO: MIDT
 DL5017_PROJECTION: FLUSH
 DL5017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5017+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2022
 DL5017
 DL5017  HISTORY     - Date     Condition        Report By
 DL5017  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5017  HISTORY     - 20130626 GOOD             GCESI
 DL5017  HISTORY     - 20200709 GOOD             MIDT
 DL5017  HISTORY     - 20220314 GOOD             HEI
 DL5017
 DL5017                          STATION DESCRIPTION
 DL5017
 DL5017'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5017'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5017'STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE) WITH RESERVE ROAD ABOUT 3 MI
 DL5017'(4.8 KM) WEST OF PRUDENVILLE, MICHIGAN.
 DL5017'
 DL5017'TO REACH FROM THE INTERSECTION OF HIGHWAY 18 WITH HIGHWAY 55, IN
 DL5017'PRUDENVILLE, GO WEST ON HIGHWAY 55 FOR 3 MI (4.8 KM) TO RESERVE ROAD
 DL5017'AND THE STATION ON THE LEFT.
 DL5017'
 DL5017'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5017'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5017'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5017'
 DL5017'THE STATION IS 67 FT (20.4 M) SOUTH OF THE EDGE OF CURB OF STATE
 DL5017'HIGHWAY 55 (HOUGHTON LAKE DRIVE), 10.5 FT (3.2 M) WEST OF THE EDGE OF
 DL5017'CURB OF RESERVE ROAD, AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE
 DL5017'WITNESS POST.
 DL5017
 DL5017                          STATION RECOVERY (2013)
 DL5017
 DL5017'RECOVERY NOTE BY GOSLING CZUBAK ENGINEERING 2013 (CJP)
 DL5017'RECOVERED IN GOOD CONDITION.
 DL5017
 DL5017                          STATION RECOVERY (2020)
 DL5017
 DL5017'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DL5017'STATION LOCATED 12.5 FT (3.8 M) WEST OF CURB ON RESERVE ROAD, 61 FT
 DL5017'(18.6 M) SOUTH OF A TELEPHONE POLE AND 3 FT (0.9 M) EAST OF A NEW
 DL5017'ORANGE CARSONITE WITNESS POST.  MARK HAS BEEN PAINTED PINK BY ANOTHER
 DL5017'PARTY TO IDENTIFY IT.
 DL5017
 DL5017                          STATION RECOVERY (2022)
 DL5017
 DL5017'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CE)
 DL5017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5018 ***********************************************************************
 DL5018  DESIGNATION -  72606
 DL5018  PID         -  DL5018
 DL5018  STATE/COUNTY-  MI/ROSCOMMON
 DL5018  COUNTRY     -  US
 DL5018  USGS QUAD   -  PRUDENVILLE (2017)
 DL5018
 DL5018                         *CURRENT SURVEY CONTROL
 DL5018  ______________________________________________________________________
 DL5018* NAD 83(1986) POSITION- 44 17 58.56   (N) 084 44 26.00   (W)   HD_HELD1
 DL5018* NAVD 88 ORTHO HEIGHT -   353.562 (meters)     1159.98  (feet) ADJUSTED
 DL5018  ______________________________________________________________________
 DL5018  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 DL5018  DYNAMIC HEIGHT  -        353.504 (meters)     1159.79  (feet) COMP
 DL5018  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DL5018
 DL5018  VERT ORDER      -  FIRST     CLASS II
 DL5018
 DL5018.The horizontal coordinates were determined by differentially corrected
 DL5018.hand held GPS observations or other comparable positioning techniques
 DL5018.and have an estimated accuracy of +/- 3 meters.
 DL5018
 DL5018.The orthometric height was determined by differential leveling and
 DL5018.adjusted by the NATIONAL GEODETIC SURVEY
 DL5018.in October 2009.
 DL5018
 DL5018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5018.GEOID18 height accuracy estimate available here.
 DL5018
 DL5018.Click photographs - Photos may exist for this station.
 DL5018
 DL5018.The dynamic height is computed by dividing the NAVD 88
 DL5018.geopotential number by the normal gravity value computed on the
 DL5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5018.degrees latitude (g = 980.6199 gals.).
 DL5018
 DL5018.The modeled gravity was interpolated from observed gravity values.
 DL5018
 DL5018;                    North         East    Units  Estimated Accuracy
 DL5018;SPC MI C     -   109,294.0   5,970,164.0     MT  (+/- 3 meters HH1 GPS) 
 DL5018
 DL5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8023607632(NAD 83)
 DL5018
 DL5018                          SUPERSEDED SURVEY CONTROL
 DL5018
 DL5018.No superseded survey control is available for this station.
 DL5018
 DL5018_MARKER: DD = SURVEY DISK
 DL5018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5018_SP_SET: PIPE CULVERT RETAINING WALL
 DL5018_STAMPING: 72606 2008
 DL5018_MARK LOGO: MIDT
 DL5018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5018+STABILITY: SURFACE MOTION
 DL5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5018+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL5018
 DL5018  HISTORY     - Date     Condition        Report By
 DL5018  HISTORY     - 20080603 MONUMENTED       COLEM
 DL5018
 DL5018                          STATION DESCRIPTION
 DL5018
 DL5018'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5018'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 DL5018'OF STATE HIGHWAY 55 (HOUGHTON LAKE DRIVE) WITH CRESTVIEW ROAD, ABOUT
 DL5018'1.5 MI (2.4 KM) SOUTHEAST OF HOUGHTON LAKE, MICHIGAN.
 DL5018'
 DL5018'TO REACH FROM THE INTERSECTION OF HIGHWAY 18 WITH HIGHWAY 55, IN
 DL5018'PRUDENVILLE, GO WEST ON HIGHWAY 55 FOR 4.4 MI (7.1 KM) TO CRESTVIEW
 DL5018'ROAD AND THE STATION ON THE RIGHT.
 DL5018'
 DL5018'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5018'MODERNIZATION MARK DISK SET ON THE WEST SIDE OF THE SOUTH RETAINING
 DL5018'END WALL FOR A CULVERT PIPE UNDER STATE HIGHWAY 55 (HOUGHTON LAKE
 DL5018'DRIVE).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5019 ***********************************************************************
 DL5019  DESIGNATION -  72607
 DL5019  PID         -  DL5019
 DL5019  STATE/COUNTY-  MI/ROSCOMMON
 DL5019  COUNTRY     -  US
 DL5019  USGS QUAD   -  HOUGHTON LAKE (2017)
 DL5019
 DL5019                         *CURRENT SURVEY CONTROL
 DL5019  ______________________________________________________________________
 DL5019* NAD 83(1986) POSITION- 44 18 20.12   (N) 084 46 27.18   (W)   HD_HELD1
 DL5019* NAVD 88 ORTHO HEIGHT -   349.258 (meters)     1145.86  (feet) ADJUSTED
 DL5019  ______________________________________________________________________
 DL5019  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 DL5019  DYNAMIC HEIGHT  -        349.202 (meters)     1145.67  (feet) COMP
 DL5019  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 DL5019
 DL5019  VERT ORDER      -  FIRST     CLASS II
 DL5019
 DL5019.The horizontal coordinates were determined by differentially corrected
 DL5019.hand held GPS observations or other comparable positioning techniques
 DL5019.and have an estimated accuracy of +/- 3 meters.
 DL5019
 DL5019.The orthometric height was determined by differential leveling and
 DL5019.adjusted by the NATIONAL GEODETIC SURVEY
 DL5019.in October 2009.
 DL5019
 DL5019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5019.GEOID18 height accuracy estimate available here.
 DL5019
 DL5019.Click photographs - Photos may exist for this station.
 DL5019
 DL5019.The dynamic height is computed by dividing the NAVD 88
 DL5019.geopotential number by the normal gravity value computed on the
 DL5019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5019.degrees latitude (g = 980.6199 gals.).
 DL5019
 DL5019.The modeled gravity was interpolated from observed gravity values.
 DL5019
 DL5019;                    North         East    Units  Estimated Accuracy
 DL5019;SPC MI C     -   109,972.4   5,967,481.2     MT  (+/- 3 meters HH1 GPS) 
 DL5019
 DL5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7753208224(NAD 83)
 DL5019
 DL5019                          SUPERSEDED SURVEY CONTROL
 DL5019
 DL5019.No superseded survey control is available for this station.
 DL5019
 DL5019_MARKER: DD = SURVEY DISK
 DL5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5019_STAMPING: 72607 2008
 DL5019_MARK LOGO: MIDT
 DL5019_PROJECTION: FLUSH
 DL5019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5019+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DL5019
 DL5019  HISTORY     - Date     Condition        Report By
 DL5019  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5019  HISTORY     - 20090519 GOOD             MIDT
 DL5019
 DL5019                          STATION DESCRIPTION
 DL5019
 DL5019'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5019'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5019'FEDERAL AVENUE/CALKINS ROAD WITH LOXLEY STREET IN HOUGHTON LAKE,
 DL5019'MICHIGAN.
 DL5019'
 DL5019'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH HIGHWAY 55, 2.4 MI
 DL5019'(3.9 KM) NORTHWEST OF HOUGHTON LAKE, GO EAST ON HIGHWAY 55 FOR 42 MI
 DL5019'(67.6 KM) TO LOXLEY ROAD, GO SOUTH ON LOXLEY ROAD FOR 1.1 MI (1.8 KM)
 DL5019'TO COUNTY ROAD 305 AND THE STATION ON THE RIGHT.
 DL5019'
 DL5019'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5019'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5019'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5019'
 DL5019'THE STATION IS 170 FT (51.8 M) WEST OF LOXLEY STREET, 15 FT (4.6 M)
 DL5019'SOUTH OF THE EDGE OF PAVEMENT OF FEDERAL AVENUE/ CALKINS ROAD, AND 3.3
 DL5019'FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL5019
 DL5019                          STATION RECOVERY (2009)
 DL5019
 DL5019'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL5019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5020 ***********************************************************************
 DL5020  DESIGNATION -  72608
 DL5020  PID         -  DL5020
 DL5020  STATE/COUNTY-  MI/ROSCOMMON
 DL5020  COUNTRY     -  US
 DL5020  USGS QUAD   -  HOUGHTON LAKE (2017)
 DL5020
 DL5020                         *CURRENT SURVEY CONTROL
 DL5020  ______________________________________________________________________
 DL5020* NAD 83(1986) POSITION- 44 19 20.04   (N) 084 46 29.01   (W)   HD_HELD1
 DL5020* NAVD 88 ORTHO HEIGHT -   355.548 (meters)     1166.49  (feet) ADJUSTED
 DL5020  ______________________________________________________________________
 DL5020  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 DL5020  DYNAMIC HEIGHT  -        355.491 (meters)     1166.31  (feet) COMP
 DL5020  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DL5020
 DL5020  VERT ORDER      -  FIRST     CLASS II
 DL5020
 DL5020.The horizontal coordinates were determined by differentially corrected
 DL5020.hand held GPS observations or other comparable positioning techniques
 DL5020.and have an estimated accuracy of +/- 3 meters.
 DL5020
 DL5020.The orthometric height was determined by differential leveling and
 DL5020.adjusted by the NATIONAL GEODETIC SURVEY
 DL5020.in October 2009.
 DL5020
 DL5020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5020.GEOID18 height accuracy estimate available here.
 DL5020
 DL5020.Click photographs - Photos may exist for this station.
 DL5020
 DL5020.The dynamic height is computed by dividing the NAVD 88
 DL5020.geopotential number by the normal gravity value computed on the
 DL5020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5020.degrees latitude (g = 980.6199 gals.).
 DL5020
 DL5020.The modeled gravity was interpolated from observed gravity values.
 DL5020
 DL5020;                    North         East    Units  Estimated Accuracy
 DL5020;SPC MI C     -   111,822.0   5,967,449.9     MT  (+/- 3 meters HH1 GPS) 
 DL5020
 DL5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7744210071(NAD 83)
 DL5020
 DL5020                          SUPERSEDED SURVEY CONTROL
 DL5020
 DL5020.No superseded survey control is available for this station.
 DL5020
 DL5020_MARKER: DD = SURVEY DISK
 DL5020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5020_STAMPING: 72608 2008
 DL5020_MARK LOGO: MIDT
 DL5020_PROJECTION: FLUSH
 DL5020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5020+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DL5020
 DL5020  HISTORY     - Date     Condition        Report By
 DL5020  HISTORY     - 20080520 MONUMENTED       COLEM
 DL5020  HISTORY     - 20090519 GOOD             MIDT
 DL5020
 DL5020                          STATION DESCRIPTION
 DL5020
 DL5020'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5020'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 DL5020'PRUDENVILLE, 0.7 MI (1.1 KM) NORTHWEST OF HOUGHTON LAKE AND 0.4 MI
 DL5020'(0.6 KM) SOUTH OF HOUGHTON LAKE HEIGHTS.
 DL5020'
 DL5020'TO REACH FROM THE INTERSECTION OF HIGHWAY 127 WITH HIGHWAY 55, 2.4 MI
 DL5020'(3.9 KM) NORTHWEST OF HOUGHTON LAKE, GO EAST ON HIGHWAY 55 FOR 42 MI
 DL5020'(67.6 KM) TO LOXLEY ROAD AND THE STATION ON THE RIGHT.
 DL5020'
 DL5020'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5020'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5020'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5020'
 DL5020'THE STATION IS 750 FT (228.6 M) NORTH OF KNAPP ROAD, 30 FT (9.1 M)
 DL5020'WEST OF LOXLEY ROAD, 25 FT (7.6 M) SOUTHWEST OF HIGHWAY 55.
 DL5020
 DL5020                          STATION RECOVERY (2009)
 DL5020
 DL5020'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GMB)
 DL5020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5021 ***********************************************************************
 DL5021  DESIGNATION -  72609
 DL5021  PID         -  DL5021
 DL5021  STATE/COUNTY-  MI/ROSCOMMON
 DL5021  COUNTRY     -  US
 DL5021  USGS QUAD   -  HOUGHTON LAKE (2017)
 DL5021
 DL5021                         *CURRENT SURVEY CONTROL
 DL5021  ______________________________________________________________________
 DL5021* NAD 83(1986) POSITION- 44 20 09.15   (N) 084 50 12.55   (W)   HD_HELD1
 DL5021* NAVD 88 ORTHO HEIGHT -   347.125 (meters)     1138.86  (feet) ADJUSTED
 DL5021  ______________________________________________________________________
 DL5021  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 DL5021  DYNAMIC HEIGHT  -        347.071 (meters)     1138.68  (feet) COMP
 DL5021  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 DL5021
 DL5021  VERT ORDER      -  FIRST     CLASS II
 DL5021
 DL5021.The horizontal coordinates were determined by differentially corrected
 DL5021.hand held GPS observations or other comparable positioning techniques
 DL5021.and have an estimated accuracy of +/- 3 meters.
 DL5021
 DL5021.The orthometric height was determined by differential leveling and
 DL5021.adjusted by the NATIONAL GEODETIC SURVEY
 DL5021.in October 2009.
 DL5021
 DL5021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5021.GEOID18 height accuracy estimate available here.
 DL5021
 DL5021.Click photographs - Photos may exist for this station.
 DL5021
 DL5021.The dynamic height is computed by dividing the NAVD 88
 DL5021.geopotential number by the normal gravity value computed on the
 DL5021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5021.degrees latitude (g = 980.6199 gals.).
 DL5021
 DL5021.The modeled gravity was interpolated from observed gravity values.
 DL5021
 DL5021;                    North         East    Units  Estimated Accuracy
 DL5021;SPC MI C     -   113,364.6   5,962,505.6     MT  (+/- 3 meters HH1 GPS) 
 DL5021
 DL5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7245011454(NAD 83)
 DL5021
 DL5021                          SUPERSEDED SURVEY CONTROL
 DL5021
 DL5021.No superseded survey control is available for this station.
 DL5021
 DL5021_MARKER: DD = SURVEY DISK
 DL5021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5021_STAMPING: 72609 2008
 DL5021_MARK LOGO: MIDT
 DL5021_PROJECTION: FLUSH
 DL5021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5021+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5021
 DL5021  HISTORY     - Date     Condition        Report By
 DL5021  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5021  HISTORY     - 20120813 GOOD             INDIV
 DL5021
 DL5021                          STATION DESCRIPTION
 DL5021
 DL5021'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5021'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF MERRITT, 3.9 MI
 DL5021'(6.3 KM) WEST-NORTHWEST OF HOUGHTON LAKE AND 3.1 MI (5.0 KM) WEST OF
 DL5021'HOUGHTON LAKE HEIGHTS.
 DL5021'
 DL5021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DL5021'HIGHWAY 127 IN HOUGHTON LAKE HEIGHTS, MICHIGAN, GO WEST ON STATE
 DL5021'HIGHWAY 55 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 DL5021'
 DL5021'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5021'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5021'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5021'
 DL5021'THE STATION IS 0.85 MI (1.4 KM) EAST OF COUNTY HIGHWAY 300, 48 FT
 DL5021'(14.6 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 15 FT (4.6 M) NORTH
 DL5021'OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 55, AND 1 FT (0.3 M) SOUTH OF
 DL5021'AN ORANGE CARSONITE WITNESS POST.
 DL5021
 DL5021                          STATION RECOVERY (2012)
 DL5021
 DL5021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (NRR)
 DL5021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6165 ***********************************************************************
 DN6165  DESIGNATION -  72610
 DN6165  PID         -  DN6165
 DN6165  STATE/COUNTY-  MI/ROSCOMMON
 DN6165  COUNTRY     -  US
 DN6165  USGS QUAD   -  COOPERTON (2017)
 DN6165
 DN6165                         *CURRENT SURVEY CONTROL
 DN6165  ______________________________________________________________________
 DN6165* NAD 83(1986) POSITION- 44 10 28.57   (N) 084 47 29.80   (W)   HD_HELD1
 DN6165* NAVD 88 ORTHO HEIGHT -   337.203 (meters)     1106.31  (feet) ADJUSTED
 DN6165  ______________________________________________________________________
 DN6165  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 DN6165  DYNAMIC HEIGHT  -        337.146 (meters)     1106.12  (feet) COMP
 DN6165  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 DN6165
 DN6165  VERT ORDER      -  FIRST     CLASS II
 DN6165
 DN6165.The horizontal coordinates were determined by differentially corrected
 DN6165.hand held GPS observations or other comparable positioning techniques
 DN6165.and have an estimated accuracy of +/- 3 meters.
 DN6165
 DN6165.The orthometric height was determined by differential leveling and
 DN6165.adjusted by the NATIONAL GEODETIC SURVEY
 DN6165.in April 2012.
 DN6165
 DN6165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6165.GEOID18 height accuracy estimate available here.
 DN6165
 DN6165.Click photographs - Photos may exist for this station.
 DN6165
 DN6165.The dynamic height is computed by dividing the NAVD 88
 DN6165.geopotential number by the normal gravity value computed on the
 DN6165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6165.degrees latitude (g = 980.6199 gals.).
 DN6165
 DN6165.The modeled gravity was interpolated from observed gravity values.
 DN6165
 DN6165;                    North         East    Units  Estimated Accuracy
 DN6165;SPC MI C     -    95,425.1   5,966,017.0     MT  (+/- 3 meters HH1 GPS) 
 DN6165
 DN6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7653693637(NAD 83)
 DN6165
 DN6165                          SUPERSEDED SURVEY CONTROL
 DN6165
 DN6165.No superseded survey control is available for this station.
 DN6165
 DN6165_MARKER: F = FLANGE-ENCASED ROD
 DN6165_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6165_STAMPING: 72610 2009
 DN6165_PROJECTION: RECESSED 5 CENTIMETERS
 DN6165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6165+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 DN6165_ROD/PIPE-DEPTH: 17.8 meters
 DN6165_SLEEVE-DEPTH  : 0.9 meters
 DN6165
 DN6165  HISTORY     - Date     Condition        Report By
 DN6165  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6165  HISTORY     - 20200708 GOOD             MIDT
 DN6165
 DN6165                          STATION DESCRIPTION
 DN6165
 DN6165'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6165'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF
 DN6165'MEREDITH, 8.6 MI (13.8 KM) EAST-SOUTHEAST OF MODDERSVILLE AND 1.2 MI
 DN6165'(1.9 KM) NORTH-NORTHWEST OF COOPERTON.
 DN6165'
 DN6165'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6165'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6165'GO 7.17 MI (11.5 KM) TO THE STATION ON THE LEFT.
 DN6165'
 DN6165'THE STATION IS LOCATED IT IS 107.9 FT (32.9 M) NORTH-NORTHWEST OF A 14
 DN6165'INCH (36 CM) WHITE PINE TREE, 56.15 FT (17.1 M) NORTH-NORTHEAST OF A
 DN6165'12 INCH (30 CM) WHITE PINE TREE, 52.2 FT (15.9 M) WEST OF THE
 DN6165'CENTERLINE OF OLD US HIGHWAY 27, 12.3 FT (3.7 M) NORTH OF THE
 DN6165'CENTERLINE OF A TWO TRACK AND 3.2 FT (1.0 M) EAST OF THE CARSONITE
 DN6165'WITNESS POST.
 DN6165'
 DN6165'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
 DN6165
 DN6165                          STATION RECOVERY (2020)
 DN6165
 DN6165'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 DN6165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6166 ***********************************************************************
 DN6166  DESIGNATION -  72611
 DN6166  PID         -  DN6166
 DN6166  STATE/COUNTY-  MI/ROSCOMMON
 DN6166  COUNTRY     -  US
 DN6166  USGS QUAD   -  COOPERTON (2017)
 DN6166
 DN6166                         *CURRENT SURVEY CONTROL
 DN6166  ______________________________________________________________________
 DN6166* NAD 83(1986) POSITION- 44 11 24.31   (N) 084 47 30.65   (W)   HD_HELD1
 DN6166* NAVD 88 ORTHO HEIGHT -   343.540 (meters)     1127.10  (feet) ADJUSTED
 DN6166  ______________________________________________________________________
 DN6166  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 DN6166  DYNAMIC HEIGHT  -        343.482 (meters)     1126.91  (feet) COMP
 DN6166  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 DN6166
 DN6166  VERT ORDER      -  FIRST     CLASS II
 DN6166
 DN6166.The horizontal coordinates were determined by differentially corrected
 DN6166.hand held GPS observations or other comparable positioning techniques
 DN6166.and have an estimated accuracy of +/- 3 meters.
 DN6166
 DN6166.The orthometric height was determined by differential leveling and
 DN6166.adjusted by the NATIONAL GEODETIC SURVEY
 DN6166.in April 2012.
 DN6166
 DN6166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6166.GEOID18 height accuracy estimate available here.
 DN6166
 DN6166.Click photographs - Photos may exist for this station.
 DN6166
 DN6166.The dynamic height is computed by dividing the NAVD 88
 DN6166.geopotential number by the normal gravity value computed on the
 DN6166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6166.degrees latitude (g = 980.6199 gals.).
 DN6166
 DN6166.The modeled gravity was interpolated from observed gravity values.
 DN6166
 DN6166;                    North         East    Units  Estimated Accuracy
 DN6166;SPC MI C     -    97,145.6   5,966,007.2     MT  (+/- 3 meters HH1 GPS) 
 DN6166
 DN6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7647195356(NAD 83)
 DN6166
 DN6166                          SUPERSEDED SURVEY CONTROL
 DN6166
 DN6166.No superseded survey control is available for this station.
 DN6166
 DN6166_MARKER: F = FLANGE-ENCASED ROD
 DN6166_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6166_STAMPING: 72611 2009
 DN6166_MARK LOGO: NONE
 DN6166_PROJECTION: RECESSED 5 CENTIMETERS
 DN6166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6166+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6166_ROD/PIPE-DEPTH: 18.6 meters
 DN6166_SLEEVE-DEPTH  : 0.9 meters
 DN6166
 DN6166  HISTORY     - Date     Condition        Report By
 DN6166  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6166
 DN6166                          STATION DESCRIPTION
 DN6166
 DN6166'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6166'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF HOUGHTON LAKE,
 DN6166'8.2 MI (13.2 KM) EAST-SOUTHEAST OF MODDERSVILLE AND 2.3 MI (3.7 KM)
 DN6166'NORTH OF COOPERTON.
 DN6166'
 DN6166'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6166'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6166'GO 8.24 MI (13.3 KM) TO THE STATION ON THE LEFT.
 DN6166'
 DN6166'THE STATION IS LOCATED 37.7 FT (11.5 M) NORTH OF THE CENTERLINE OF
 DN6166'IOSCO ROAD A TWO TRACK, 35.04 FT (10.7 M) WEST OF THE CENTERLINE OF
 DN6166'OLD US HIGHWAY 27, 27.0 FT (8.2 M) SOUTH OF A 8 INCH (20 CM) JACK
 DN6166'PINE, 20.5 FT (6.2 M) NORTHEAST OF A 8 INCH (20 CM) JACK PINE AND 3.5
 DN6166'FT (1.1 M) EAST-SOUTHEAST OF THE CARSONITE WITNESS POST.
 DN6166'
 DN6166'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6167 ***********************************************************************
 DN6167  DESIGNATION -  72612
 DN6167  PID         -  DN6167
 DN6167  STATE/COUNTY-  MI/ROSCOMMON
 DN6167  COUNTRY     -  US
 DN6167  USGS QUAD   -  COOPERTON (2017)
 DN6167
 DN6167                         *CURRENT SURVEY CONTROL
 DN6167  ______________________________________________________________________
 DN6167* NAD 83(1986) POSITION- 44 12 22.74   (N) 084 47 30.53   (W)   HD_HELD1
 DN6167* NAVD 88 ORTHO HEIGHT -   336.399 (meters)     1103.67  (feet) ADJUSTED
 DN6167  ______________________________________________________________________
 DN6167  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 DN6167  DYNAMIC HEIGHT  -        336.342 (meters)     1103.48  (feet) COMP
 DN6167  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DN6167
 DN6167  VERT ORDER      -  FIRST     CLASS II
 DN6167
 DN6167.The horizontal coordinates were determined by differentially corrected
 DN6167.hand held GPS observations or other comparable positioning techniques
 DN6167.and have an estimated accuracy of +/- 3 meters.
 DN6167
 DN6167.The orthometric height was determined by differential leveling and
 DN6167.adjusted by the NATIONAL GEODETIC SURVEY
 DN6167.in April 2012.
 DN6167
 DN6167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6167.GEOID18 height accuracy estimate available here.
 DN6167
 DN6167.Click photographs - Photos may exist for this station.
 DN6167
 DN6167.The dynamic height is computed by dividing the NAVD 88
 DN6167.geopotential number by the normal gravity value computed on the
 DN6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6167.degrees latitude (g = 980.6199 gals.).
 DN6167
 DN6167.The modeled gravity was interpolated from observed gravity values.
 DN6167
 DN6167;                    North         East    Units  Estimated Accuracy
 DN6167;SPC MI C     -    98,949.1   5,966,019.3     MT  (+/- 3 meters HH1 GPS) 
 DN6167
 DN6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7642597159(NAD 83)
 DN6167
 DN6167                          SUPERSEDED SURVEY CONTROL
 DN6167
 DN6167.No superseded survey control is available for this station.
 DN6167
 DN6167_MARKER: F = FLANGE-ENCASED ROD
 DN6167_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6167_STAMPING: 72612 2009
 DN6167_MARK LOGO: NONE
 DN6167_PROJECTION: RECESSED 5 CENTIMETERS
 DN6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6167+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6167_ROD/PIPE-DEPTH: 10.1 meters
 DN6167_SLEEVE-DEPTH  : 0.9 meters
 DN6167
 DN6167  HISTORY     - Date     Condition        Report By
 DN6167  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6167
 DN6167                          STATION DESCRIPTION
 DN6167
 DN6167'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6167'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF MODDERSVILLE,
 DN6167'7.6 MI (12.2 KM) SOUTH OF HOUGHTON LAKE AND 3.4 MI (5.5 KM) NORTH OF
 DN6167'COOPERTON.
 DN6167'
 DN6167'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6167'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6167'GO 9.36 MI (15.1 KM) TO THE STATION ON THE LEFT.
 DN6167'
 DN6167'THE STATION IS LOCATED 370.0 FT (112.8 M) SOUTH OF THE EXTENDED
 DN6167'CENTERLINE OF A TWO TRACK GOING TO THE EAST, 75.5 FT (23.0 M)
 DN6167'NORTHWEST OF A 7 INCH (18 CM) ELM TREE, 68.8 FT (21.0 M) WEST OF A 6
 DN6167'INCH (15 CM) ELM TREE, 25.75 FT (7.8 M) WEST OF THE CENTERLINE OF OLD
 DN6167'US HIGHWAY 27 AND 3.72 FT (1.1 M) EAST OF THE CARSONITE WITNESS POST.
 DN6167'
 DN6167'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6168 ***********************************************************************
 DN6168  DESIGNATION -  72613
 DN6168  PID         -  DN6168
 DN6168  STATE/COUNTY-  MI/ROSCOMMON
 DN6168  COUNTRY     -  US
 DN6168  USGS QUAD   -  COOPERTON (2017)
 DN6168
 DN6168                         *CURRENT SURVEY CONTROL
 DN6168  ______________________________________________________________________
 DN6168* NAD 83(1986) POSITION- 44 14 10.22   (N) 084 47 44.59   (W)   HD_HELD1
 DN6168* NAVD 88 ORTHO HEIGHT -   339.645 (meters)     1114.32  (feet) ADJUSTED
 DN6168  ______________________________________________________________________
 DN6168  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 DN6168  DYNAMIC HEIGHT  -        339.589 (meters)     1114.13  (feet) COMP
 DN6168  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 DN6168
 DN6168  VERT ORDER      -  FIRST     CLASS II
 DN6168
 DN6168.The horizontal coordinates were determined by differentially corrected
 DN6168.hand held GPS observations or other comparable positioning techniques
 DN6168.and have an estimated accuracy of +/- 3 meters.
 DN6168
 DN6168.The orthometric height was determined by differential leveling and
 DN6168.adjusted by the NATIONAL GEODETIC SURVEY
 DN6168.in April 2012.
 DN6168
 DN6168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6168.GEOID18 height accuracy estimate available here.
 DN6168
 DN6168.Click photographs - Photos may exist for this station.
 DN6168
 DN6168.The dynamic height is computed by dividing the NAVD 88
 DN6168.geopotential number by the normal gravity value computed on the
 DN6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6168.degrees latitude (g = 980.6199 gals.).
 DN6168
 DN6168.The modeled gravity was interpolated from observed gravity values.
 DN6168
 DN6168;                    North         East    Units  Estimated Accuracy
 DN6168;SPC MI C     -   102,268.1   5,965,724.7     MT  (+/- 3 meters HH1 GPS) 
 DN6168
 DN6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7602400467(NAD 83)
 DN6168
 DN6168                          SUPERSEDED SURVEY CONTROL
 DN6168
 DN6168.No superseded survey control is available for this station.
 DN6168
 DN6168_MARKER: F = FLANGE-ENCASED ROD
 DN6168_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6168_STAMPING: 72613 2009
 DN6168_MARK LOGO: NONE
 DN6168_PROJECTION: RECESSED 5 CENTIMETERS
 DN6168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6168+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6168_ROD/PIPE-DEPTH: 16.9 meters
 DN6168_SLEEVE-DEPTH  : 0.9 meters
 DN6168
 DN6168  HISTORY     - Date     Condition        Report By
 DN6168  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6168
 DN6168                          STATION DESCRIPTION
 DN6168
 DN6168'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6168'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF HOUGHTON LAKE
 DN6168'HEIGHTS, 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF HOUGHTON LAKE AND 5.5 MI
 DN6168'(8.8 KM) NORTH OF COOPERTON.
 DN6168'
 DN6168'TO REACH FROM NORTHBOUND US 127 (EXIT 176), FOLLOW RAMP TO THE
 DN6168'INTERSECTION OF CLARE AVENUE, TURN RIGHT (NORTH) ONTO CLARE AVENUE AND
 DN6168'GO 11.47 MI (18.5 KM) TO THE STATION ON THE LEFT.
 DN6168'
 DN6168'THE STATION IS LOCATED IT IS 105.4 FT (32.1 M) NORTHWEST OF A 6 INCH
 DN6168'(15 CM) POPLAR TREE, 59.32 FT (18.1 M) WEST-SOUTHWEST OF A 8 INCH (20
 DN6168'CM) WHITE PINE TREE, 40.68 FT (12.4 M) NORTH-NORTHEAST OF A 7 INCH (18
 DN6168'CM) POPLAR TREE, 20.75 FT (6.3 M) WEST OF THE CENTERLINE OF OLD US
 DN6168'HIGHWAY 27 AND 2.88 FT (0.9 M) EAST OF THE CARSONITE WITNESS POST.
 DN6168'
 DN6168'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6169 ***********************************************************************
 DN6169  DESIGNATION -  72614
 DN6169  PID         -  DN6169
 DN6169  STATE/COUNTY-  MI/ROSCOMMON
 DN6169  COUNTRY     -  US
 DN6169  USGS QUAD   -  HOUGHTON LAKE (2017)
 DN6169
 DN6169                         *CURRENT SURVEY CONTROL
 DN6169  ______________________________________________________________________
 DN6169* NAD 83(1986) POSITION- 44 16 10.86   (N) 084 47 52.40   (W)   HD_HELD1
 DN6169* NAVD 88 ORTHO HEIGHT -   343.959 (meters)     1128.47  (feet) ADJUSTED
 DN6169  ______________________________________________________________________
 DN6169  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 DN6169  DYNAMIC HEIGHT  -        343.903 (meters)     1128.29  (feet) COMP
 DN6169  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 DN6169
 DN6169  VERT ORDER      -  FIRST     CLASS II
 DN6169
 DN6169.The horizontal coordinates were determined by differentially corrected
 DN6169.hand held GPS observations or other comparable positioning techniques
 DN6169.and have an estimated accuracy of +/- 3 meters.
 DN6169
 DN6169.The orthometric height was determined by differential leveling and
 DN6169.adjusted by the NATIONAL GEODETIC SURVEY
 DN6169.in April 2012.
 DN6169
 DN6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6169.GEOID18 height accuracy estimate available here.
 DN6169
 DN6169.Click photographs - Photos may exist for this station.
 DN6169
 DN6169.The dynamic height is computed by dividing the NAVD 88
 DN6169.geopotential number by the normal gravity value computed on the
 DN6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6169.degrees latitude (g = 980.6199 gals.).
 DN6169
 DN6169.The modeled gravity was interpolated from observed gravity values.
 DN6169
 DN6169;                    North         East    Units  Estimated Accuracy
 DN6169;SPC MI C     -   105,992.6   5,965,571.2     MT  (+/- 3 meters HH1 GPS) 
 DN6169
 DN6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7575104184(NAD 83)
 DN6169
 DN6169                          SUPERSEDED SURVEY CONTROL
 DN6169
 DN6169.No superseded survey control is available for this station.
 DN6169
 DN6169_MARKER: F = FLANGE-ENCASED ROD
 DN6169_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6169_STAMPING: 72614 2009
 DN6169_MARK LOGO: NONE
 DN6169_PROJECTION: RECESSED 5 CENTIMETERS
 DN6169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6169+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6169_ROD/PIPE-DEPTH: 10.8 meters
 DN6169_SLEEVE-DEPTH  : 0.9 meters
 DN6169
 DN6169  HISTORY     - Date     Condition        Report By
 DN6169  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6169
 DN6169                          STATION DESCRIPTION
 DN6169
 DN6169'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6169'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DN6169'PRUDENVILLE, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF HOUGHTON LAKE HEIGHTS
 DN6169'AND 3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF HOUGHTON LAKE.
 DN6169'
 DN6169'TO REACH FROM NORTHBOUND US 127 (EXIT 189 SNOWBOWL ROAD), FOLLOW RAMP
 DN6169'TO THE INTERSECTION OF SNOWBOWL ROAD, TURN RIGHT (EAST) ON TO SNOWBOWL
 DN6169'ROAD AND GO 0.07 MI (0.1 KM) TO THE STATION ON THE LEFT.  THE STATION
 DN6169'IS LOCATED IN THE NORTHWEST QUADRANT OF OLD US HIGHWAY 27 AND SNOWBOWL
 DN6169'ROAD.
 DN6169'
 DN6169'THE STATION IS LOCATED 80.6 FT (24.6 M) WEST OF THE CENTERLINE OF OLD
 DN6169'US HIGHWAY 27, 46.9 FT (14.3 M) SOUTHEAST OF A GAS PIPELINE MARKER,
 DN6169'27.95 FT (8.5 M) NORTH OF THE CENTERLINE OF SNOWBOWL ROAD, 25.1 FT
 DN6169'(7.7 M) NORTHWEST OF THE CENTER OF A CATCH BASIN COVER AND 3.1 FT (0.9
 DN6169'M) SOUTH OF THE CARSONITE WITNESS POST.
 DN6169'
 DN6169'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6170 ***********************************************************************
 DN6170  DESIGNATION -  72615
 DN6170  PID         -  DN6170
 DN6170  STATE/COUNTY-  MI/ROSCOMMON
 DN6170  COUNTRY     -  US
 DN6170  USGS QUAD   -  HOUGHTON LAKE (2017)
 DN6170
 DN6170                         *CURRENT SURVEY CONTROL
 DN6170  ______________________________________________________________________
 DN6170* NAD 83(1986) POSITION- 44 17 03.55   (N) 084 47 42.01   (W)   HD_HELD1
 DN6170* NAVD 88 ORTHO HEIGHT -   345.411 (meters)     1133.24  (feet) ADJUSTED
 DN6170  ______________________________________________________________________
 DN6170  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 DN6170  DYNAMIC HEIGHT  -        345.356 (meters)     1133.06  (feet) COMP
 DN6170  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 DN6170
 DN6170  VERT ORDER      -  FIRST     CLASS II
 DN6170
 DN6170.The horizontal coordinates were determined by differentially corrected
 DN6170.hand held GPS observations or other comparable positioning techniques
 DN6170.and have an estimated accuracy of +/- 3 meters.
 DN6170
 DN6170.The orthometric height was determined by differential leveling and
 DN6170.adjusted by the NATIONAL GEODETIC SURVEY
 DN6170.in April 2012.
 DN6170
 DN6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6170.GEOID18 height accuracy estimate available here.
 DN6170
 DN6170.Click photographs - Photos may exist for this station.
 DN6170
 DN6170.The dynamic height is computed by dividing the NAVD 88
 DN6170.geopotential number by the normal gravity value computed on the
 DN6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6170.degrees latitude (g = 980.6199 gals.).
 DN6170
 DN6170.The modeled gravity was interpolated from observed gravity values.
 DN6170
 DN6170;                    North         East    Units  Estimated Accuracy
 DN6170;SPC MI C     -   107,617.6   5,965,810.2     MT  (+/- 3 meters HH1 GPS) 
 DN6170
 DN6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7593805816(NAD 83)
 DN6170
 DN6170                          SUPERSEDED SURVEY CONTROL
 DN6170
 DN6170.No superseded survey control is available for this station.
 DN6170
 DN6170_MARKER: F = FLANGE-ENCASED ROD
 DN6170_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6170_STAMPING: 72615 2009
 DN6170_MARK LOGO: NONE
 DN6170_PROJECTION: RECESSED 5 CENTIMETERS
 DN6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6170+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6170_ROD/PIPE-DEPTH: 13.2 meters
 DN6170_SLEEVE-DEPTH  : 0.9 meters
 DN6170
 DN6170  HISTORY     - Date     Condition        Report By
 DN6170  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6170
 DN6170                          STATION DESCRIPTION
 DN6170
 DN6170'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6170'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF PRUDENVILLE, 3.2
 DN6170'MI (5.1 KM) SOUTH-SOUTHWEST OF HOUGHTON LAKE HEIGHTS AND 2.6 MI (4.2
 DN6170'KM) SOUTHWEST OF HOUGHTON LAKE.
 DN6170'
 DN6170'TO REACH FROM NORTHBOUND US 127 (EXIT 189 SNOWBOWL ROAD), FOLLOW RAMP
 DN6170'TO THE INTERSECTION OF SNOWBOWL ROAD.  TURN RIGHT (EAST) ON TO
 DN6170'SNOWBOWL ROAD AND GO 0.09 MI (0.1 KM) TO THE INTERSECTION OF OLD US
 DN6170'HIGHWAY 27.  TURN LEFT (NORTH) ON TO OLD US HIGHWAY 27, GO NORTH 1.02
 DN6170'MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DN6170'
 DN6170'THE STATION IS LOCATED 73.40 FT (22.4 M) NORTH OF THE CENTERLINE OF A
 DN6170'DRIVEWAY TO HOUSE NUMBER 3475, 61.35 FT (18.7 M) NORTH OF A TELEPHONE
 DN6170'PEDESTAL, 37.35 FT (11.4 M) NORTHWEST OF A POWER POLE, 28.68 FT (8.7
 DN6170'M) EAST OF THE CENTERLINE OF OLD US HIGHWAY 27 AND 3.6 FT (1.1 M) WEST
 DN6170'OF THE CARSONITE WITNESS POST.
 DN6170'
 DN6170'NOTE-GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6171 ***********************************************************************
 DN6171  DESIGNATION -  72616
 DN6171  PID         -  DN6171
 DN6171  STATE/COUNTY-  MI/ROSCOMMON
 DN6171  COUNTRY     -  US
 DN6171  USGS QUAD   -  HOUGHTON LAKE (2017)
 DN6171
 DN6171                         *CURRENT SURVEY CONTROL
 DN6171  ______________________________________________________________________
 DN6171* NAD 83(1986) POSITION- 44 18 08.41   (N) 084 47 36.02   (W)   HD_HELD1
 DN6171* NAVD 88 ORTHO HEIGHT -   347.178 (meters)     1139.03  (feet) ADJUSTED
 DN6171  ______________________________________________________________________
 DN6171  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 DN6171  DYNAMIC HEIGHT  -        347.122 (meters)     1138.85  (feet) COMP
 DN6171  MODELED GRAVITY -    980,448.2   (mgal)                       NAVD 88
 DN6171
 DN6171  VERT ORDER      -  FIRST     CLASS II
 DN6171
 DN6171.The horizontal coordinates were determined by differentially corrected
 DN6171.hand held GPS observations or other comparable positioning techniques
 DN6171.and have an estimated accuracy of +/- 3 meters.
 DN6171
 DN6171.The orthometric height was determined by differential leveling and
 DN6171.adjusted by the NATIONAL GEODETIC SURVEY
 DN6171.in April 2012.
 DN6171
 DN6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6171.GEOID18 height accuracy estimate available here.
 DN6171
 DN6171.Click photographs - Photos may exist for this station.
 DN6171
 DN6171.The dynamic height is computed by dividing the NAVD 88
 DN6171.geopotential number by the normal gravity value computed on the
 DN6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6171.degrees latitude (g = 980.6199 gals.).
 DN6171
 DN6171.The modeled gravity was interpolated from observed gravity values.
 DN6171
 DN6171;                    North         East    Units  Estimated Accuracy
 DN6171;SPC MI C     -   109,618.8   5,965,953.5     MT  (+/- 3 meters HH1 GPS) 
 DN6171
 DN6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7601707821(NAD 83)
 DN6171
 DN6171                          SUPERSEDED SURVEY CONTROL
 DN6171
 DN6171.No superseded survey control is available for this station.
 DN6171
 DN6171_MARKER: F = FLANGE-ENCASED ROD
 DN6171_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6171_STAMPING: 72616 2009
 DN6171_MARK LOGO: NONE
 DN6171_PROJECTION: RECESSED 5 CENTIMETERS
 DN6171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6171+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN6171_ROD/PIPE-DEPTH: 9.9 meters
 DN6171_SLEEVE-DEPTH  : 0.9 meters
 DN6171
 DN6171  HISTORY     - Date     Condition        Report By
 DN6171  HISTORY     - 20090519 MONUMENTED       MIDT
 DN6171
 DN6171                          STATION DESCRIPTION
 DN6171
 DN6171'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DN6171'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF PRUDENVILLE, 2.0
 DN6171'MI (3.2 KM) SOUTH-SOUTHWEST OF HOUGHTON LAKE HEIGHTS AND 1.7 MI (2.7
 DN6171'KM) WEST-SOUTHWEST OF HOUGHTON LAKE.
 DN6171'
 DN6171'TO REACH FROM NORTHBOUND US 127 (EXIT 189 SNOWBOWL ROAD), FOLLOW RAMP
 DN6171'TO THE INTERSECTION OF SNOWBOWL ROAD, TURN RIGHT (EAST) ON TO SNOWBOWL
 DN6171'ROAD AND GO 0.09 MI (0.1 KM) TO THE INTERSECTION OF OLD US HIGHWAY 27,
 DN6171'TURN LEFT (NORTH) ON TO OLD US HIGHWAY 27, GO NORTH 2.28 MI (3.7 KM)
 DN6171'TO THE STATION ON RIGHT.
 DN6171'
 DN6171'THE STATION IS LOCATED 221.4 FT (67.5 M) NORTH OF A TRIANGLE SHAPED
 DN6171'CONCRETE POST, 114.55 FT (34.9 M) SOUTH OF A TELEPHONE PEDESTAL, 38.6
 DN6171'FT (11.8 M) EAST OF THE CENTERLINE OF OLD US HIGHWAY 27, 38.40 FT
 DN6171'(11.7 M) WEST-SOUTHWEST OF A TRIPLE TRUNK 6 INCH (15 CM) BIRCH TREE
 DN6171'AND 3.5 FT (1.1 M) WEST OF THE CARSONITE WITNESS POST.
 DN6171'
 DN6171'NOTE--GENERIC LOGO CAP NO PRECAST STAMPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0152 ***********************************************************************
 OK0152  DESIGNATION -  728
 OK0152  PID         -  OK0152
 OK0152  STATE/COUNTY-  MI/CLINTON
 OK0152  COUNTRY     -  US
 OK0152  USGS QUAD   -  HUBBARDSTON (2017)
 OK0152
 OK0152                         *CURRENT SURVEY CONTROL
 OK0152  ______________________________________________________________________
 OK0152* NAD 83(1986) POSITION- 43 00 07.     (N) 084 49 06.     (W)   SCALED
 OK0152* NAVD 88 ORTHO HEIGHT -   221.516 (meters)      726.76  (feet) ADJUSTED
 OK0152  ______________________________________________________________________
 OK0152  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 OK0152  DYNAMIC HEIGHT  -        221.463 (meters)      726.58  (feet) COMP
 OK0152  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 OK0152
 OK0152  VERT ORDER      -  SECOND    CLASS 0
 OK0152
 OK0152.The horizontal coordinates were scaled from a map and have
 OK0152.an estimated accuracy of +/- 6 seconds.
 OK0152
 OK0152.The orthometric height was determined by differential leveling and
 OK0152.adjusted by the NATIONAL GEODETIC SURVEY
 OK0152.in June 1991.
 OK0152
 OK0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0152.GEOID18 height accuracy estimate available here.
 OK0152
 OK0152.Click photographs - Photos may exist for this station.
 OK0152
 OK0152.The dynamic height is computed by dividing the NAVD 88
 OK0152.geopotential number by the normal gravity value computed on the
 OK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0152.degrees latitude (g = 980.6199 gals.).
 OK0152
 OK0152.The modeled gravity was interpolated from observed gravity values.
 OK0152
 OK0152;                    North         East    Units  Estimated Accuracy
 OK0152;SPC MI S     -   166,930.    3,963,180.      MT  (+/- 180 meters Scaled)
 OK0152
 OK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN778633(NAD 83)
 OK0152
 OK0152                          SUPERSEDED SURVEY CONTROL
 OK0152
 OK0152  NGVD 29 (??/??/92)  221.654  (m)          727.21   (f) ADJ UNCH    2 0
 OK0152
 OK0152.Superseded values are not recommended for survey control.
 OK0152
 OK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0152.See file dsdata.pdf to determine how the superseded data were derived.
 OK0152
 OK0152_MARKER: P = PIPE CAP
 OK0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0152_STAMPING: 728 MICH
 OK0152_MARK LOGO: USGS
 OK0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0152
 OK0152  HISTORY     - Date     Condition        Report By
 OK0152  HISTORY     - 1916     MONUMENTED       USGS
 OK0152  HISTORY     - 1934     GOOD             CGS
 OK0152  HISTORY     - 19940927 MARK NOT FOUND   LOCENG
 OK0152
 OK0152                          STATION DESCRIPTION
 OK0152
 OK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0152'1.4 MI E FROM PEWAMO.
 OK0152'IN CLINTON COUNTY, 1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0152'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, AT THE
 OK0152'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 21 AND A
 OK0152'DIRT ROAD, 41.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 30.2
 OK0152'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTH OF THE
 OK0152'SOUTH RAIL, 3.4 FEET SOUTHWEST OF THE NORTHEAST CORNER FENCE
 OK0152'POST, AND 1.5 FEET HIGHER THAN THE ROADWAY.  A U.S. GEOLOGICAL
 OK0152'SURVEY STANDARD CAP, STAMPED 728 MICH AND RIVETED ON THE TOP OF A
 OK0152'3 1/2 INCH IRON PIPE.
 OK0152
 OK0152                          STATION RECOVERY (1994)
 OK0152
 OK0152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6818 ***********************************************************************
 AA6818  HT_MOD      -  This is a Height Modernization Survey Station.
 AA6818  DESIGNATION -  73 252A
 AA6818  PID         -  AA6818
 AA6818  STATE/COUNTY-  MI/WAYNE
 AA6818  COUNTRY     -  US
 AA6818  USGS QUAD   -  DEARBORN (2017)
 AA6818
 AA6818                         *CURRENT SURVEY CONTROL
 AA6818  ______________________________________________________________________
 AA6818* NAD 83(2011) POSITION- 42 15 58.27823(N) 083 10 02.64507(W)   ADJUSTED
 AA6818* NAD 83(2011) ELLIP HT-   143.658 (meters)        (06/27/12)   ADJUSTED
 AA6818* NAD 83(2011) EPOCH   -  2010.00
 AA6818* NAVD 88 ORTHO HEIGHT -   178.23  (meters)      584.7   (feet) GPS OBS
 AA6818  ______________________________________________________________________
 AA6818  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA6818  GEOID HEIGHT    -        -34.527 (meters)                     GEOID03
 AA6818  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 AA6818  NAD 83(2011) X  -    562,398.116 (meters)                     COMP
 AA6818  NAD 83(2011) Y  - -4,693,696.892 (meters)                     COMP
 AA6818  NAD 83(2011) Z  -  4,267,627.063 (meters)                     COMP
 AA6818  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 AA6818
 AA6818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6818  Standards:
 AA6818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6818  -------------------------------------------------------------------
 AA6818  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.08176957
 AA6818  -------------------------------------------------------------------
 AA6818  Click here for local accuracies and other accuracy information.
 AA6818
 AA6818.The horizontal coordinates were established by GPS observations
 AA6818.and adjusted by the National Geodetic Survey in June 2012.
 AA6818
 AA6818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6818.been affixed to the stable North American tectonic plate. See 
 AA6818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6818
 AA6818.The horizontal coordinates are valid at the epoch date displayed above
 AA6818.which is a decimal equivalence of Year/Month/Day.
 AA6818
 AA6818.The orthometric height was determined by GPS observations and a
 AA6818.high-resolution geoid model using precise GPS observation and
 AA6818.processing techniques.
 AA6818
 AA6818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6818.GEOID18 height accuracy estimate available here.
 AA6818
 AA6818.Click photographs - Photos may exist for this station.
 AA6818
 AA6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6818
 AA6818.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6818
 AA6818.The ellipsoidal height was determined by GPS observations
 AA6818.and is referenced to NAD 83.
 AA6818
 AA6818. The following values were computed from the NAD 83(2011) position.
 AA6818
 AA6818;                    North         East     Units Scale Factor Converg.
 AA6818;SPC MI S     -    85,811.576 4,098,938.037   MT  0.99996480   +0 48 58.1
 AA6818;SPC MI S     -   281,534.04 13,447,959.44   iFT  0.99996480   +0 48 58.1
 AA6818;UTM  17      - 4,681,606.032   321,246.864   MT  0.99999316   -1 27 29.3
 AA6818
 AA6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6818!SPC MI S     -   0.99997747  x   0.99996480  =   0.99994227
 AA6818!UTM  17      -   0.99997747  x   0.99999316  =   0.99997063
 AA6818
 AA6818:                Primary Azimuth Mark                     Grid Az
 AA6818:SPC MI S     -  15 1                                     121 41 19.4
 AA6818:UTM  17      -  15 1                                     123 57 46.8
 AA6818
 AA6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2124681606(NAD 83)
 AA6818
 AA6818|---------------------------------------------------------------------|
 AA6818| PID    Reference Object                     Distance      Geod. Az  |
 AA6818|                                                           dddmmss.s |
 AA6818| AA6819 15 1                                449.624 METERS 1223017.5 |
 AA6818|---------------------------------------------------------------------|
 AA6818
 AA6818                          SUPERSEDED SURVEY CONTROL
 AA6818
 AA6818  NAD 83(2007)-  42 15 58.27831(N)    083 10 02.64570(W) AD(2002.00) 1
 AA6818  ELLIP H (06/10/07)  143.676  (m)                       GP(2002.00) 4 1
 AA6818  NAD 83(2007)-  42 15 58.27850(N)    083 10 02.64619(W) AD(2002.00) 0
 AA6818  ELLIP H (02/10/07)  143.652  (m)                       GP(2002.00)    
 AA6818  ELLIP H (07/12/02)  143.699  (m)                       GP(       ) 4 1
 AA6818  NAD 83(1994)-  42 15 58.27809(N)    083 10 02.64562(W) AD(       ) 1
 AA6818  ELLIP H (02/03/97)  143.741  (m)                       GP(       ) 4 1
 AA6818  NAD 83(1986)-  42 15 58.28491(N)    083 10 02.67494(W) AD(       ) 1
 AA6818  NAVD 88 (07/20/95)  178.2    (m)  GEOID93  model used  GPS OBS        
 AA6818
 AA6818.Superseded values are not recommended for survey control.
 AA6818
 AA6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6818.See file dsdata.pdf to determine how the superseded data were derived.
 AA6818
 AA6818_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6818_STAMPING: 73-252A 1960
 AA6818_MARK LOGO: MI-163
 AA6818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6818+STABILITY: SURFACE MOTION
 AA6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6818+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 AA6818
 AA6818  HISTORY     - Date     Condition        Report By
 AA6818  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6818  HISTORY     - 20020325 GOOD             INDIV
 AA6818  HISTORY     - 20030303 GOOD             WILCOX
 AA6818  HISTORY     - 20050501 GOOD             INDIV
 AA6818  HISTORY     - 20050509 GOOD             INDIV
 AA6818  HISTORY     - 20060428 GOOD             MIDT
 AA6818  HISTORY     - 20120509 GOOD             INDIV
 AA6818  HISTORY     - 20130611 GOOD             INDIV
 AA6818
 AA6818                          STATION DESCRIPTION
 AA6818
 AA6818'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6818'STATION IS LOCATED IN ALLEN PARK, MICHIGAN ON GLEASON STREET AT
 AA6818'DARTMOUTH STREET. TO REACH FROM THE INTERSECTION OF M-85 AND GLEASON
 AA6818'STREET PROCEED WEST 0.15 MILESON GLEASON TO DARTMOUTH AND THE STATION
 AA6818'IN THE NORTHWEST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK
 AA6818'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6818'A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE TOP OF SIDEWALK.  THE
 AA6818'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6818'CENTERLINE OF GLEASON STREET IS S 0 E, 24.6 FEET, CENTERLINE OF
 AA6818'DARTMOUTH IS N 90 E, 21.6 FEET.
 AA6818
 AA6818                          STATION RECOVERY (2002)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2003)
 AA6818
 AA6818'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2005)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2005)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2006)
 AA6818
 AA6818'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JBD)
 AA6818'RECOVERED AS DESCRIBED.
 AA6818
 AA6818                          STATION RECOVERY (2012)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2013)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 AA6818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7589 ***********************************************************************
 DI7589  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7589  DESIGNATION -  73 28
 DI7589  PID         -  DI7589
 DI7589  STATE/COUNTY-  MI/MENOMINEE
 DI7589  COUNTRY     -  US
 DI7589  USGS QUAD   -  MARINETTE EAST (2018)
 DI7589
 DI7589                         *CURRENT SURVEY CONTROL
 DI7589  ______________________________________________________________________
 DI7589* NAD 83(1986) POSITION- 45 05 45.23   (N) 087 35 24.04   (W)   HD_HELD1
 DI7589* NAVD 88 ORTHO HEIGHT -   178.316 (meters)      585.03  (feet) ADJUSTED
 DI7589  ______________________________________________________________________
 DI7589  GEOID HEIGHT    -        -37.009 (meters)                     GEOID18
 DI7589  DYNAMIC HEIGHT  -        178.299 (meters)      584.97  (feet) COMP
 DI7589  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7589
 DI7589  VERT ORDER      -  SECOND    CLASS I
 DI7589
 DI7589.The horizontal coordinates were determined by differentially corrected
 DI7589.hand held GPS observations or other comparable positioning techniques
 DI7589.and have an estimated accuracy of +/- 3 meters.
 DI7589
 DI7589.The orthometric height was determined by differential leveling and
 DI7589.adjusted by the NATIONAL GEODETIC SURVEY
 DI7589.in February 2017.
 DI7589
 DI7589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7589.GEOID18 height accuracy estimate available here.
 DI7589
 DI7589.This Water Level Mark is designated as VM 18344
 DI7589.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7589
 DI7589.Click photographs - Photos may exist for this station.
 DI7589
 DI7589.The dynamic height is computed by dividing the NAVD 88
 DI7589.geopotential number by the normal gravity value computed on the
 DI7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7589.degrees latitude (g = 980.6199 gals.).
 DI7589
 DI7589.The modeled gravity was interpolated from observed gravity values.
 DI7589
 DI7589;                    North         East    Units  Estimated Accuracy
 DI7589;SPC MI N     -    34,914.4   7,953,552.2     MT  (+/- 3 meters HH1 GPS) 
 DI7589
 DI7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5357593772(NAD 83)
 DI7589
 DI7589                          SUPERSEDED SURVEY CONTROL
 DI7589
 DI7589  NAVD 88 (06/12/07)  178.320  (m)          585.04   (f) SUPERSEDED  2 1
 DI7589
 DI7589.Superseded values are not recommended for survey control.
 DI7589
 DI7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7589.See file dsdata.pdf to determine how the superseded data were derived.
 DI7589
 DI7589_MARKER: DD = SURVEY DISK
 DI7589_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7589_SP_SET: BREAKWALL
 DI7589_STAMPING: 73-28 1973
 DI7589_MARK LOGO: USACE
 DI7589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7589+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7589
 DI7589  HISTORY     - Date     Condition        Report By
 DI7589  HISTORY     - 1973     MONUMENTED       USACE
 DI7589  HISTORY     - 20060830 GOOD             NGS
 DI7589  HISTORY     - 20150831 GOOD             WIDT
 DI7589  HISTORY     - 20180711 GOOD             NOS
 DI7589  HISTORY     - 20220831 GOOD             CO-OPS
 DI7589
 DI7589                          STATION DESCRIPTION
 DI7589
 DI7589'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7589'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7589'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7589'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7589'THE NORTH SIDE OF THE MENOMINEE RIVER.
 DI7589'
 DI7589'THE STATION IS IN THE TOP OF THE WEST END OF THE MASSIVE CONCRETE
 DI7589'BREAKWALL ON THE NORTH SIDE OF THE RIVER. STATION IS 23.4 FT SOUTHEAST
 DI7589'OF THE NORTHWEST CORNER OF THE BREAKWALL, 19.5 FT NORTHEAST OF THE
 DI7589'SOUTHWEST CORNER OF THE BREAKWALL, 17.9 FT EAST OF THE WEST END OF THE
 DI7589'BREAKWALL, 15.4 FT SOUTH OF THE NORTH EDGE OF THE WALL, 5.6 FT NORTH
 DI7589'OF THE SOUTH EDGE OF THE WALL AND 3.0 FT SOUTH OF BENCH MARK 35-A.
 DI7589
 DI7589                          STATION RECOVERY (2015)
 DI7589
 DI7589'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7589'RECOVERED AS DESCRIBED.
 DI7589
 DI7589                          STATION RECOVERY (2018)
 DI7589
 DI7589'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 DI7589'RECOVERED AS DESCRIBED.
 DI7589
 DI7589                          STATION RECOVERY (2022)
 DI7589
 DI7589'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7589'SURVEY MARK IS LOCATED ON THE SAME PIER AS THE HISTORICAL MENOMINEE
 DI7589'NORTH PIER LIGHTHOUSE, WHICH IS LOCATED AT HARBOR DR MENOMINEE, MI
 DI7589'49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7594 ***********************************************************************
 DI7594  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7594  DESIGNATION -  73 30
 DI7594  PID         -  DI7594
 DI7594  STATE/COUNTY-  MI/MENOMINEE
 DI7594  COUNTRY     -  US
 DI7594  USGS QUAD   -  MARINETTE EAST (2018)
 DI7594
 DI7594                         *CURRENT SURVEY CONTROL
 DI7594  ______________________________________________________________________
 DI7594* NAD 83(1986) POSITION- 45 05 46.91   (N) 087 35 18.98   (W)   HD_HELD1
 DI7594* NAVD 88 ORTHO HEIGHT -   178.308 (meters)      585.00  (feet) ADJUSTED
 DI7594  ______________________________________________________________________
 DI7594  GEOID HEIGHT    -        -37.011 (meters)                     GEOID18
 DI7594  DYNAMIC HEIGHT  -        178.291 (meters)      584.94  (feet) COMP
 DI7594  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7594
 DI7594  VERT ORDER      -  SECOND    CLASS I
 DI7594
 DI7594.The horizontal coordinates were determined by differentially corrected
 DI7594.hand held GPS observations or other comparable positioning techniques
 DI7594.and have an estimated accuracy of +/- 3 meters.
 DI7594
 DI7594.The orthometric height was determined by differential leveling and
 DI7594.adjusted by the NATIONAL GEODETIC SURVEY
 DI7594.in February 2017.
 DI7594
 DI7594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7594.GEOID18 height accuracy estimate available here.
 DI7594
 DI7594.This Water Level Mark is designated as VM 18719
 DI7594.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7594
 DI7594.Click photographs - Photos may exist for this station.
 DI7594
 DI7594.The dynamic height is computed by dividing the NAVD 88
 DI7594.geopotential number by the normal gravity value computed on the
 DI7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7594.degrees latitude (g = 980.6199 gals.).
 DI7594
 DI7594.The modeled gravity was interpolated from observed gravity values.
 DI7594
 DI7594;                    North         East    Units  Estimated Accuracy
 DI7594;SPC MI N     -    34,965.5   7,953,663.2     MT  (+/- 3 meters HH1 GPS) 
 DI7594
 DI7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5368693823(NAD 83)
 DI7594
 DI7594                          SUPERSEDED SURVEY CONTROL
 DI7594
 DI7594  NAVD 88 (06/12/07)  178.309  (m)          585.00   (f) SUPERSEDED  2 1
 DI7594
 DI7594.Superseded values are not recommended for survey control.
 DI7594
 DI7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7594.See file dsdata.pdf to determine how the superseded data were derived.
 DI7594
 DI7594_MARKER: DD = SURVEY DISK
 DI7594_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7594_SP_SET: BREAKWALL
 DI7594_STAMPING: 73 30 1973
 DI7594_MARK LOGO: USACE
 DI7594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7594+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7594
 DI7594  HISTORY     - Date     Condition        Report By
 DI7594  HISTORY     - 1973     MONUMENTED       USACE
 DI7594  HISTORY     - 20060830 GOOD             NGS
 DI7594  HISTORY     - 20150831 GOOD             WIDT
 DI7594  HISTORY     - 20180711 GOOD             COOPS
 DI7594  HISTORY     - 20220831 GOOD             CO-OPS
 DI7594
 DI7594                          STATION DESCRIPTION
 DI7594
 DI7594'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7594'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7594'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7594'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7594'THE NORTH SIDE OF THE MENOMINEE RIVER.  GO ALONG THE PIER TO A RED
 DI7594'STEEL TOWER AND THE STATION. THE STATION IS 7.0 FEET EAST OF OF THE
 DI7594'EAST LEG OF THE TOWER AND 5.6 FEET NORTWEST OF THE SOUTHEAST EDGE OF
 DI7594'THE PIER.
 DI7594
 DI7594                          STATION RECOVERY (2015)
 DI7594
 DI7594'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7594'RECOVERED AS DESCRIBED.
 DI7594
 DI7594                          STATION RECOVERY (2018)
 DI7594
 DI7594'RECOVERY NOTE BY NOAA COOPS 2018 (CSS)
 DI7594'RECOVERED AS DESCRIBED.
 DI7594
 DI7594                          STATION RECOVERY (2022)
 DI7594
 DI7594'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7594'THE STATION IS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTH-SOUTHWEST OF
 DI7594'ARTHUR BAY, 15.9 MI (25.6 KM) SOUTH OF WALLACE AND 7.4 MI (12.0 KM)
 DI7594'SOUTH OF BIRCH CREEK.
 DI7594'
 DI7594'SURVEY MARK IS LOCATED 229 M (751.3 FT) SOUTHWEST OF THE MENOMINEE
 DI7594'NORTH PIER LIGHTHOUSE WHICH IS A HISTORICAL LANDMARK LOCATED AT HARBOR
 DI7594'DR MENOMINEE, MI 49858.
 DI7594'
 DI7594'SURVEY MARK IS LOCATED 6.51 M (21.4 FT) SOUTH OF OF THE NORTH FACE OF
 DI7594'THE RECESSED SECTION OF SHEET PILE, 2.60 M (8.5 FT) EAST OF THE MOST
 DI7594'NORTHEASTERN BOLT OF THE RED TOWER, 1.41 M (4.6 FT) NORTH OF THE SOUTH
 DI7594'FACE OF THE RECESSED SECTION OF THE SHEET PILE, THE MARK IS SET FLUSH
 DI7594'WITH THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7591 ***********************************************************************
 DI7591  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7591  DESIGNATION -  73 32
 DI7591  PID         -  DI7591
 DI7591  STATE/COUNTY-  MI/MENOMINEE
 DI7591  COUNTRY     -  US
 DI7591  USGS QUAD   -  MARINETTE EAST (2018)
 DI7591
 DI7591                         *CURRENT SURVEY CONTROL
 DI7591  ______________________________________________________________________
 DI7591* NAD 83(1986) POSITION- 45 05 49.10   (N) 087 35 12.50   (W)   HD_HELD1
 DI7591* NAVD 88 ORTHO HEIGHT -   178.284 (meters)      584.92  (feet) ADJUSTED
 DI7591  ______________________________________________________________________
 DI7591  GEOID HEIGHT    -        -37.014 (meters)                     GEOID18
 DI7591  DYNAMIC HEIGHT  -        178.267 (meters)      584.86  (feet) COMP
 DI7591  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7591
 DI7591  VERT ORDER      -  SECOND    CLASS I
 DI7591
 DI7591.The horizontal coordinates were determined by differentially corrected
 DI7591.hand held GPS observations or other comparable positioning techniques
 DI7591.and have an estimated accuracy of +/- 3 meters.
 DI7591
 DI7591.The orthometric height was determined by differential leveling and
 DI7591.adjusted by the NATIONAL GEODETIC SURVEY
 DI7591.in February 2017.
 DI7591
 DI7591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7591.GEOID18 height accuracy estimate available here.
 DI7591
 DI7591.This Water Level Mark is designated as VM 18350
 DI7591.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7591
 DI7591.Click photographs - Photos may exist for this station.
 DI7591
 DI7591.The dynamic height is computed by dividing the NAVD 88
 DI7591.geopotential number by the normal gravity value computed on the
 DI7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7591.degrees latitude (g = 980.6199 gals.).
 DI7591
 DI7591.The modeled gravity was interpolated from observed gravity values.
 DI7591
 DI7591;                    North         East    Units  Estimated Accuracy
 DI7591;SPC MI N     -    35,032.0   7,953,805.4     MT  (+/- 3 meters HH1 GPS) 
 DI7591
 DI7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5382893890(NAD 83)
 DI7591
 DI7591                          SUPERSEDED SURVEY CONTROL
 DI7591
 DI7591  NAVD 88 (06/12/07)  178.284  (m)          584.92   (f) SUPERSEDED  2 1
 DI7591
 DI7591.Superseded values are not recommended for survey control.
 DI7591
 DI7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7591.See file dsdata.pdf to determine how the superseded data were derived.
 DI7591
 DI7591_MARKER: DD = SURVEY DISK
 DI7591_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7591_SP_SET: MASSIVE BREAKWALL
 DI7591_STAMPING: 73-32 1973
 DI7591_MARK LOGO: USACE
 DI7591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7591+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7591
 DI7591  HISTORY     - Date     Condition        Report By
 DI7591  HISTORY     - 1973     MONUMENTED       USACE
 DI7591  HISTORY     - 20060830 GOOD             NGS
 DI7591  HISTORY     - 20150831 GOOD             WIDT
 DI7591  HISTORY     - 20180711 GOOD             NOS
 DI7591  HISTORY     - 20220831 GOOD             CO-OPS
 DI7591
 DI7591                          STATION DESCRIPTION
 DI7591
 DI7591'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7591'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7591'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7591'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7591'THE NORTH SIDE OF THE MENOMINEE RIVER.  GO ALONG THE PIER PAST A RED
 DI7591'STEEL TOWER AND THE STATION.
 DI7591'
 DI7591'THE STATION IS 527.0 FEET NORTHEAST OF THE TOWER, 10.5 FEET NORTH OF
 DI7591'AN ORANGE LADDER AND 4.5 FEET WEST OF THE WEST EDGE OF THE PIER.
 DI7591
 DI7591                          STATION RECOVERY (2015)
 DI7591
 DI7591'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7591'RECOVERED AS DESCRIBED.
 DI7591
 DI7591                          STATION RECOVERY (2018)
 DI7591
 DI7591'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 DI7591'RECOVERED AS DESCRIBED.
 DI7591
 DI7591                          STATION RECOVERY (2022)
 DI7591
 DI7591'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7591'TO REACH STATION MARK 908 7088 73-32, IN MENOMINEE COUNTY, MENOMINEE,
 DI7591'MI FROM THE FIRST ST BRIDGE OVER THE MENOMINEE RIVER, PROCEED NORTH
 DI7591'ALONG FIRST STREET FOR APPROXIMATELY 0.2 MI (0.3 KM) TO HARBOR DRIVE.
 DI7591'TURN RIGHT, EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7591'THE NORTH SIDE OF THE MENOMINEE RIVER.  BENCH MARK IS APPROXIMATELY
 DI7591'527.0 FT (160.6 M) EAST ALONG CONCRETE CAPPED BREAKWALL FROM A LARGE
 DI7591'RED STEEL TOWER IN CENTER OF BREAKWALL, 7.19 M (23.6 FT) SOUTH OF THE
 DI7591'NORTH FACE OF THE CONCRETE PIER, 3.23 M (10.6 FT) NORTH-NORTHEAST OF A
 DI7591'STEEL LADDER ON THE SOUTH FACE OF THE CONCRETE PIER, 1.39 M (4.6 FT)
 DI7591'NORTH OF THE SOUTH FACE OF CONCRETE SHEET PILE WALL.
 DI7591'
 DI7591'THE SURVEY MARK IS LOCATED ON THE SAME PIER AS THE HISTORICAL
 DI7591'MENOMINEE NORTH PIER LIGHTHOUSE WHICH IS LOCATED AT HARBOR DR
 DI7591'MENOMINEE, MI 49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1255 ***********************************************************************
 RJ1255  DESIGNATION -  73 C5W 042
 RJ1255  PID         -  RJ1255
 RJ1255  STATE/COUNTY-  MI/CHIPPEWA
 RJ1255  COUNTRY     -  US
 RJ1255  USGS QUAD   -  OAK RIDGE (2017)
 RJ1255
 RJ1255                         *CURRENT SURVEY CONTROL
 RJ1255  ______________________________________________________________________
 RJ1255* NAD 83(1994) POSITION- 46 20 40.46667(N) 084 10 34.82255(W)   ADJUSTED
 RJ1255* NAD 83(1994) ELLIP HT-   140.913 (meters)        (02/03/97)   ADJUSTED
 RJ1255* NAVD 88 ORTHO HEIGHT -   177.4   (meters)      582.    (feet) VERTCON3
 RJ1255  ______________________________________________________________________
 RJ1255  GEOID HEIGHT    -        -36.600 (meters)                     GEOID18
 RJ1255  NAD 83(1994) X  -    447,549.790 (meters)                     COMP
 RJ1255  NAD 83(1994) Y  - -4,388,021.552 (meters)                     COMP
 RJ1255  NAD 83(1994) Z  -  4,591,872.610 (meters)                     COMP
 RJ1255  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 RJ1255  HORZ ORDER      -  FIRST
 RJ1255  ELLP ORDER      -  FOURTH    CLASS I
 RJ1255
 RJ1255.The horizontal coordinates were established by GPS observations
 RJ1255.and adjusted by the National Geodetic Survey in February 1997.
 RJ1255
 RJ1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1255
 RJ1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1255.GEOID18 height accuracy estimate available here.
 RJ1255
 RJ1255.Click photographs - Photos may exist for this station.
 RJ1255
 RJ1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1255
 RJ1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1255
 RJ1255.The ellipsoidal height was determined by GPS observations
 RJ1255.and is referenced to NAD 83.
 RJ1255
 RJ1255. The following values were computed from the NAD 83(1994) position.
 RJ1255
 RJ1255;                    North         East     Units Scale Factor Converg.
 RJ1255;SPC MI N     -   177,393.350 8,217,301.356   MT  0.99990337   +2 02 27.3
 RJ1255;SPC MI N     -   581,999.18 26,959,650.12   iFT  0.99990337   +2 02 27.3
 RJ1255;UTM  16      - 5,136,208.340   717,277.348   MT  1.00018035   +2 02 37.4
 RJ1255
 RJ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1255!SPC MI N     -   0.99997791  x   0.99990337  =   0.99988128
 RJ1255!UTM  16      -   0.99997791  x   1.00018035  =   1.00015826
 RJ1255
 RJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1727736208(NAD 83)
 RJ1255
 RJ1255                          SUPERSEDED SURVEY CONTROL
 RJ1255
 RJ1255  NAD 83(1986)-  46 20 40.45856(N)    084 10 34.82109(W) AD(       ) 1
 RJ1255  NGVD 29 (05/22/90)  177.4    (m)  RAPSU86  model used  GPS OBS        
 RJ1255
 RJ1255.Superseded values are not recommended for survey control.
 RJ1255
 RJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1255.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1255
 RJ1255_MARKER: DS = TRIANGULATION STATION DISK
 RJ1255_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1255+WITH SETTING: INFORMATION.
 RJ1255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1255+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1255
 RJ1255  HISTORY     - Date     Condition        Report By
 RJ1255  HISTORY     - 1988     MONUMENTED       USACE
 RJ1255
 RJ1255                          STATION DESCRIPTION
 RJ1255
 RJ1255'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1255'THE STATION IS LOCATED ABOUT 21.6 KM (13.4 MI) SOUTHEAST OF SAULT
 RJ1255'MARIE, 35.1 KM (21.8 MI) EAST-NORTHEAST OF RUDYARD, 44.3 KM
 RJ1255'(27.5 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN GOVT
 RJ1255'LOT 2, SEC 33, T46N-R2E.
 RJ1255'OWNERSHIP---CLYDE L AND RENEE L MOORE
 RJ1255'
 RJ1255'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1255'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1255'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1255'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1255'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1255'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1255'BOAT ACCESS AREA. TRAVEL BY BOAT
 RJ1255'DOWNRIVER FOR 15 MINUTES TO SUGAR ISLAND, CROSSING THE MIDDLE
 RJ1255'NEEBISH CHANNEL WHERE THE STATION IS LOCATED.
 RJ1255'
 RJ1255'THE STATION IS A STANDARD COE DISK,
 RJ1255'THAT IS STAMPED---C5W-042 1988---, SET INTO A PVC
 RJ1255'SLEEVE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND,
 RJ1255'LOCATED 18.3 METERS (60 FT) WEST FROM WATERS EDGE.
 RJ1255'
 RJ1255'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0195 ***********************************************************************
 OK0195  DESIGNATION -  731
 OK0195  PID         -  OK0195
 OK0195  STATE/COUNTY-  MI/GRATIOT
 OK0195  COUNTRY     -  US
 OK0195  USGS QUAD   -  SAINT LOUIS (2017)
 OK0195
 OK0195                         *CURRENT SURVEY CONTROL
 OK0195  ______________________________________________________________________
 OK0195* NAD 83(1986) POSITION- 43 24 28.96   (N) 084 30 29.52   (W)   HD_HELD1
 OK0195* NAVD 88 ORTHO HEIGHT -   222.229 (meters)      729.10  (feet) ADJUSTED
 OK0195  ______________________________________________________________________
 OK0195  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 OK0195  DYNAMIC HEIGHT  -        222.186 (meters)      728.96  (feet) COMP
 OK0195  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 OK0195
 OK0195  VERT ORDER      -  SECOND    CLASS 0
 OK0195
 OK0195.The horizontal coordinates were determined by differentially corrected
 OK0195.hand held GPS observations or other comparable positioning techniques
 OK0195.and have an estimated accuracy of +/- 3 meters.
 OK0195
 OK0195.The orthometric height was determined by differential leveling and
 OK0195.adjusted by the NATIONAL GEODETIC SURVEY
 OK0195.in June 1991.
 OK0195
 OK0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0195.GEOID18 height accuracy estimate available here.
 OK0195
 OK0195.Click photographs - Photos may exist for this station.
 OK0195
 OK0195.The dynamic height is computed by dividing the NAVD 88
 OK0195.geopotential number by the normal gravity value computed on the
 OK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0195.degrees latitude (g = 980.6199 gals.).
 OK0195
 OK0195.The modeled gravity was interpolated from observed gravity values.
 OK0195
 OK0195;                    North         East    Units  Estimated Accuracy
 OK0195;SPC MI S     -   211,955.2   3,988,536.5     MT  (+/- 3 meters HH1 GPS) 
 OK0195
 OK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0175609144(NAD 83)
 OK0195
 OK0195                          SUPERSEDED SURVEY CONTROL
 OK0195
 OK0195  NGVD 29 (??/??/92)  222.390  (m)          729.62   (f) ADJ UNCH    2 0
 OK0195
 OK0195.Superseded values are not recommended for survey control.
 OK0195
 OK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0195.See file dsdata.pdf to determine how the superseded data were derived.
 OK0195
 OK0195_MARKER: P = PIPE CAP
 OK0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0195_STAMPING: 731 MICH
 OK0195_MARK LOGO: USGS
 OK0195_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0195
 OK0195  HISTORY     - Date     Condition        Report By
 OK0195  HISTORY     - 1915     MONUMENTED       USGS
 OK0195  HISTORY     - 1934     GOOD             CGS
 OK0195  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0195
 OK0195                          STATION DESCRIPTION
 OK0195
 OK0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0195'1.5 MI W FROM BRECKENRIDGE.
 OK0195'1.5 MILES WEST ALONG THE C AND O RY. FROM THE STATION AT
 OK0195'BRECKENRIDGE, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION,
 OK0195'60 YARDS SOUTHEAST OF BETHANY SCHOOL, 30 FEET NORTH OF THE
 OK0195'CENTERLINE OF THE STATE HIGHWAY 46, 150 YARDS NORTH OF THE
 OK0195'NORTH RAIL, 25 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 OK0195'AND LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 OK0195'STANDARD CAP, STAMPED 731 MICH AND RIVETED ON THE TOP OF A
 OK0195'3-1/2-INCH IRON PIPE.
 OK0195
 OK0195                          STATION RECOVERY (2001)
 OK0195
 OK0195'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0195'BOTH STATE HIGHWAY 46 AND DIRT ROAD HAVE BEEN WIDENED AND EACH ROAD
 OK0195'HAS BEEN REPAVED.  NO STATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0525 ***********************************************************************
 NF0525  DESIGNATION -  734.8
 NF0525  PID         -  NF0525
 NF0525  STATE/COUNTY-  MI/ALLEGAN
 NF0525  COUNTRY     -  US
 NF0525  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0525
 NF0525                         *CURRENT SURVEY CONTROL
 NF0525  ______________________________________________________________________
 NF0525* NAD 83(1986) POSITION- 42 25 35.     (N) 085 37 04.     (W)   SCALED
 NF0525* NAVD 88 ORTHO HEIGHT -   223.857 (meters)      734.44  (feet) ADJUSTED
 NF0525  ______________________________________________________________________
 NF0525  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 NF0525  DYNAMIC HEIGHT  -        223.790 (meters)      734.22  (feet) COMP
 NF0525  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 NF0525
 NF0525  VERT ORDER      -  SECOND    CLASS 0
 NF0525
 NF0525.The horizontal coordinates were scaled from a map and have
 NF0525.an estimated accuracy of +/- 6 seconds.
 NF0525
 NF0525.The orthometric height was determined by differential leveling and
 NF0525.adjusted by the NATIONAL GEODETIC SURVEY
 NF0525.in June 1991.
 NF0525
 NF0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0525.GEOID18 height accuracy estimate available here.
 NF0525
 NF0525.Click photographs - Photos may exist for this station.
 NF0525
 NF0525.The dynamic height is computed by dividing the NAVD 88
 NF0525.geopotential number by the normal gravity value computed on the
 NF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0525.degrees latitude (g = 980.6199 gals.).
 NF0525
 NF0525.The modeled gravity was interpolated from observed gravity values.
 NF0525
 NF0525;                    North         East    Units  Estimated Accuracy
 NF0525;SPC MI S     -   103,670.    3,897,050.      MT  (+/- 180 meters Scaled)
 NF0525
 NF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM137980(NAD 83)
 NF0525
 NF0525                          SUPERSEDED SURVEY CONTROL
 NF0525
 NF0525  NGVD 29 (??/??/92)  223.989  (m)          734.87   (f) ADJ UNCH    2 0
 NF0525
 NF0525.Superseded values are not recommended for survey control.
 NF0525
 NF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0525.See file dsdata.pdf to determine how the superseded data were derived.
 NF0525
 NF0525_MARKER: Q = CHISELED SQUARE
 NF0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0525_SP_SET: ABUTMENT
 NF0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0525
 NF0525  HISTORY     - Date     Condition        Report By
 NF0525  HISTORY     - 1915     MONUMENTED       USGS
 NF0525  HISTORY     - 1940     MARK NOT FOUND   CGS
 NF0525
 NF0525                          STATION DESCRIPTION
 NF0525
 NF0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0525'1.3 MI S FROM PLAINWELL.
 NF0525'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0525'AT PLAINWELL, ALLEGAN COUNTY, AT THE BRIDGE OVER KALAMAZOO
 NF0525'RIVER, AND ON THE EAST SIDE OF THE SOUTH ABUTMENT.  A CHISELED
 NF0525'SQUARE MARKED 734.8.  NOTE-- TWO CHISELED SQUARES WERE FOUND ON
 NF0525'THE ABUTMENT OF THE BRIDGE, ONE ABOUT 5 FEET HIGHER THAN THE
 NF0525'OTHER.  WHILE IT WAS ASSUMED THAT THE HIGHER ONE MUST BE THE
 NF0525'MARK MEANT, THERE WAS NO SIGN OF THE MARKING 734.8 REFERRED TO
 NF0525'IN THE DECRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5176 ***********************************************************************
 DL5176  DESIGNATION -  73600
 DL5176  PID         -  DL5176
 DL5176  STATE/COUNTY-  MI/SAGINAW
 DL5176  COUNTRY     -  US
 DL5176  USGS QUAD   -  SAGINAW (2017)
 DL5176
 DL5176                         *CURRENT SURVEY CONTROL
 DL5176  ______________________________________________________________________
 DL5176* NAD 83(1986) POSITION- 43 26 02.7    (N) 083 54 16.1    (W)   HD_HELD2
 DL5176* NAVD 88 ORTHO HEIGHT -   182.954 (meters)      600.24  (feet) ADJUSTED
 DL5176  ______________________________________________________________________
 DL5176  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 DL5176  DYNAMIC HEIGHT  -        182.916 (meters)      600.12  (feet) COMP
 DL5176  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 DL5176
 DL5176  VERT ORDER      -  FIRST     CLASS II
 DL5176
 DL5176.The horizontal coordinates were established by autonomous hand held GPS
 DL5176.observations and have an estimated accuracy of +/- 10 meters.
 DL5176
 DL5176.The orthometric height was determined by differential leveling and
 DL5176.adjusted by the NATIONAL GEODETIC SURVEY
 DL5176.in October 2009.
 DL5176
 DL5176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5176.GEOID18 height accuracy estimate available here.
 DL5176
 DL5176.Click photographs - Photos may exist for this station.
 DL5176
 DL5176.The dynamic height is computed by dividing the NAVD 88
 DL5176.geopotential number by the normal gravity value computed on the
 DL5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5176.degrees latitude (g = 980.6199 gals.).
 DL5176
 DL5176.The modeled gravity was interpolated from observed gravity values.
 DL5176
 DL5176;                    North         East    Units  Estimated Accuracy
 DL5176;SPC MI S     -   214,941.    4,037,419.      MT  (+/- 10 meters HH2 GPS)
 DL5176
 DL5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6492813119(NAD 83)
 DL5176
 DL5176                          SUPERSEDED SURVEY CONTROL
 DL5176
 DL5176.No superseded survey control is available for this station.
 DL5176
 DL5176_MARKER: DD = SURVEY DISK
 DL5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5176_STAMPING: 73600 2007 HT MOD
 DL5176_MARK LOGO: MIDT
 DL5176_PROJECTION: FLUSH
 DL5176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5176+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2017
 DL5176
 DL5176  HISTORY     - Date     Condition        Report By
 DL5176  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5176  HISTORY     - 20110505 GOOD             JCLS
 DL5176  HISTORY     - 20170225 GOOD             SPICE
 DL5176
 DL5176                          STATION DESCRIPTION
 DL5176
 DL5176'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5176'THE STATION IS LOCATED IN SAGINAW MI, SAGINAW COUNTY ABOUT 12 MI (19.3
 DL5176'KM) SOUTHEAST OF FREELAND, 10 MI (16.1 KM) WEST OF REESE, 5 MI (8.0
 DL5176'KM) NORTHWEST OF BRIDGEPORT.
 DL5176'
 DL5176'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 WITH STATE
 DL5176'HIGHWAY 675 ON THE WEST SIDE OF SAGINAW GO WEST ON STATE HIGHWAY 675
 DL5176'FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF STATE HIGHWAY 675 WITH
 DL5176'OUTER DRIVE, CONTINUE WEST ON STATE HIGHWAY 675 FOR 0.4 MI (0.6 KM)
 DL5176'AND THE STATION ON THE RIGHT.
 DL5176'
 DL5176'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY CONTROL
 DL5176'MARK DISK SET IN THE TOP OF A 15 INCH (38 CM) DIAMETER CONCRETE POST
 DL5176'SET TO A DEPTH OF 5.5 FT (1.7 M),
 DL5176'
 DL5176'THE STATION IS 111.8 FT (34.1 M) EAST OF THE SOUTH POST OF A SIGN
 DL5176'--SPEED LIMIT 55--, 94.2 FT (28.7 M) SOUTHWEST OF A 14 INCH (36 CM)
 DL5176'PINE TREE, 94.8 FT (28.9 M) SOUTH OF A FENCE, 19.5 FT (5.9 M)
 DL5176'NORTHEAST OF A METAL POST, 3.9 FT (1.2 M) SOUTH OF A CARSONITE WITNESS
 DL5176'POST.
 DL5176
 DL5176                          STATION RECOVERY (2011)
 DL5176
 DL5176'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL5176'RECOVERED IN GOOD CONDITION.
 DL5176
 DL5176                          STATION RECOVERY (2017)
 DL5176
 DL5176'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2017 (ESB)
 DL5176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5177 ***********************************************************************
 DL5177  DESIGNATION -  73601
 DL5177  PID         -  DL5177
 DL5177  STATE/COUNTY-  MI/SAGINAW
 DL5177  COUNTRY     -  US
 DL5177  USGS QUAD   -  SAGINAW (2017)
 DL5177
 DL5177                         *CURRENT SURVEY CONTROL
 DL5177  ______________________________________________________________________
 DL5177* NAD 83(2011) POSITION- 43 26 36.85975(N) 083 53 29.45796(W)   ADJUSTED
 DL5177* NAD 83(2011) ELLIP HT-   148.551 (meters)        (06/27/12)   ADJUSTED
 DL5177* NAD 83(2011) EPOCH   -  2010.00
 DL5177* NAVD 88 ORTHO HEIGHT -   182.913 (meters)      600.11  (feet) ADJUSTED
 DL5177  ______________________________________________________________________
 DL5177  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 DL5177  NAD 83(2011) X  -    493,568.977 (meters)                     COMP
 DL5177  NAD 83(2011) Y  - -4,611,977.987 (meters)                     COMP
 DL5177  NAD 83(2011) Z  -  4,363,514.242 (meters)                     COMP
 DL5177  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DL5177  DYNAMIC HEIGHT  -        182.874 (meters)      599.98  (feet) COMP
 DL5177  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 DL5177
 DL5177  VERT ORDER      -  FIRST     CLASS II
 DL5177
 DL5177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5177  Standards:
 DL5177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5177  -------------------------------------------------------------------
 DL5177  NETWORK    0.30   0.45           0.14   0.10   0.23     -0.08032759
 DL5177  -------------------------------------------------------------------
 DL5177  Click here for local accuracies and other accuracy information.
 DL5177
 DL5177.The horizontal coordinates were established by GPS observations
 DL5177.and adjusted by the National Geodetic Survey in June 2012.
 DL5177
 DL5177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5177.been affixed to the stable North American tectonic plate. See 
 DL5177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5177
 DL5177.The horizontal coordinates are valid at the epoch date displayed above
 DL5177.which is a decimal equivalence of Year/Month/Day.
 DL5177
 DL5177.The orthometric height was determined by differential leveling and
 DL5177.adjusted by the NATIONAL GEODETIC SURVEY
 DL5177.in October 2009.
 DL5177
 DL5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5177.GEOID18 height accuracy estimate available here.
 DL5177
 DL5177.Click photographs - Photos may exist for this station.
 DL5177
 DL5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5177
 DL5177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5177
 DL5177.The ellipsoidal height was determined by GPS observations
 DL5177.and is referenced to NAD 83.
 DL5177
 DL5177.The dynamic height is computed by dividing the NAVD 88
 DL5177.geopotential number by the normal gravity value computed on the
 DL5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5177.degrees latitude (g = 980.6199 gals.).
 DL5177
 DL5177.The modeled gravity was interpolated from observed gravity values.
 DL5177
 DL5177. The following values were computed from the NAD 83(2011) position.
 DL5177
 DL5177;                    North         East     Units Scale Factor Converg.
 DL5177;SPC MI S     -   216,001.037 4,038,462.410   MT  0.99995437   +0 19 24.1
 DL5177;SPC MI S     -   708,664.82 13,249,548.59   iFT  0.99995437   +0 19 24.1
 DL5177;UTM  17      - 4,814,136.405   266,014.196   MT  1.00027351   -1 59 21.2
 DL5177
 DL5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5177!SPC MI S     -   0.99997671  x   0.99995437  =   0.99993108
 DL5177!UTM  17      -   0.99997671  x   1.00027351  =   1.00025021
 DL5177
 DL5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6601414136(NAD 83)
 DL5177
 DL5177|---------------------------------------------------------------------|
 DL5177| PID    Reference Object                     Distance      Geod. Az  |
 DL5177|                                                           dddmmss.s |
 DL5177| AJ5551 SAGINAW CORS ARP                    294.846 METERS 35643     |
 DL5177|---------------------------------------------------------------------|
 DL5177
 DL5177                          SUPERSEDED SURVEY CONTROL
 DL5177
 DL5177  NAD 83(2007)-  43 26 36.86001(N)    083 53 29.45908(W) AD(2002.00) B
 DL5177  ELLIP H (10/19/09)  148.567  (m)                       GP(2002.00) 1 1
 DL5177
 DL5177.Superseded values are not recommended for survey control.
 DL5177
 DL5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5177.See file dsdata.pdf to determine how the superseded data were derived.
 DL5177
 DL5177_MARKER: DD = SURVEY DISK
 DL5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5177_STAMPING: 73601 2007 HT MOD
 DL5177_MARK LOGO: MIDT
 DL5177_PROJECTION: FLUSH
 DL5177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5177+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DL5177
 DL5177  HISTORY     - Date     Condition        Report By
 DL5177  HISTORY     - 20071119 MONUMENTED       MIDT
 DL5177
 DL5177                          STATION DESCRIPTION
 DL5177
 DL5177'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5177'THE STATION IS LOCATED IN SAGINAW MI, SAGINAW COUNTY ABOUT 13 MI (20.9
 DL5177'KM) SOUTHEAST OF FREELAND, 10 MI (16.1 KM) WEST OF REESE, 6 MI (9.7
 DL5177'KM) NORTHWEST OF BRIDGEPORT.
 DL5177'
 DL5177'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 WITH M-81
 DL5177'GO WEST ON M-81 FOR 1000 FT (304.8 M) TO THE ENTRANCE OF THE MICHIGAN
 DL5177'DEPARTMENT OF TRANSPORTATION FACILITY, PROCEED TO THE FAR SOUTHEAST
 DL5177'CORNER OF THE PROPERTY AND THE STATION.
 DL5177'
 DL5177'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY CONTROL
 DL5177'MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE POST
 DL5177'SET TO A DEPTH OF 6 FT (1.8 M),
 DL5177'
 DL5177'THE STATION IS 255.4 FT (77.8 M) NORTHEAST OF A POWER POLE, 76.51 FT
 DL5177'(23.3 M) NORTHWEST OF THE SOUTHEAST FENCE CORNER OF PROPERTY, 49.35 FT
 DL5177'(15.0 M) SOUTHWEST OF A 36 INCH (91 CM) QUAD POPLAR TREE, 3.5 FT (1.1
 DL5177'M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5178 ***********************************************************************
 DL5178  DESIGNATION -  73602
 DL5178  PID         -  DL5178
 DL5178  STATE/COUNTY-  MI/SAGINAW
 DL5178  COUNTRY     -  US
 DL5178  USGS QUAD   -  SAGINAW (2017)
 DL5178
 DL5178                         *CURRENT SURVEY CONTROL
 DL5178  ______________________________________________________________________
 DL5178* NAD 83(2011) POSITION- 43 26 53.61754(N) 083 53 29.81094(W)   ADJUSTED
 DL5178* NAD 83(2011) ELLIP HT-   145.746 (meters)        (06/27/12)   ADJUSTED
 DL5178* NAD 83(2011) EPOCH   -  2010.00
 DL5178* NAVD 88 ORTHO HEIGHT -   180.113 (meters)      590.92  (feet) ADJUSTED
 DL5178  ______________________________________________________________________
 DL5178  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 DL5178  NAD 83(2011) X  -    493,523.023 (meters)                     COMP
 DL5178  NAD 83(2011) Y  - -4,611,623.175 (meters)                     COMP
 DL5178  NAD 83(2011) Z  -  4,363,887.800 (meters)                     COMP
 DL5178  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DL5178  DYNAMIC HEIGHT  -        180.076 (meters)      590.80  (feet) COMP
 DL5178  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 DL5178
 DL5178  VERT ORDER      -  FIRST     CLASS II
 DL5178
 DL5178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5178  Standards:
 DL5178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5178  -------------------------------------------------------------------
 DL5178  NETWORK    0.29   0.45           0.13   0.10   0.23      0.01224373
 DL5178  -------------------------------------------------------------------
 DL5178  Click here for local accuracies and other accuracy information.
 DL5178
 DL5178.The horizontal coordinates were established by GPS observations
 DL5178.and adjusted by the National Geodetic Survey in June 2012.
 DL5178
 DL5178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5178.been affixed to the stable North American tectonic plate. See 
 DL5178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5178
 DL5178.The horizontal coordinates are valid at the epoch date displayed above
 DL5178.which is a decimal equivalence of Year/Month/Day.
 DL5178
 DL5178.The orthometric height was determined by differential leveling and
 DL5178.adjusted by the NATIONAL GEODETIC SURVEY
 DL5178.in October 2009.
 DL5178
 DL5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5178.GEOID18 height accuracy estimate available here.
 DL5178
 DL5178.Click photographs - Photos may exist for this station.
 DL5178
 DL5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5178
 DL5178.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5178
 DL5178.The ellipsoidal height was determined by GPS observations
 DL5178.and is referenced to NAD 83.
 DL5178
 DL5178.The dynamic height is computed by dividing the NAVD 88
 DL5178.geopotential number by the normal gravity value computed on the
 DL5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5178.degrees latitude (g = 980.6199 gals.).
 DL5178
 DL5178.The modeled gravity was interpolated from observed gravity values.
 DL5178
 DL5178. The following values were computed from the NAD 83(2011) position.
 DL5178
 DL5178;                    North         East     Units Scale Factor Converg.
 DL5178;SPC MI S     -   216,518.131 4,038,451.555   MT  0.99995516   +0 19 23.8
 DL5178;SPC MI S     -   710,361.32 13,249,512.98   iFT  0.99995516   +0 19 23.8
 DL5178;UTM  17      - 4,814,653.681   266,024.220   MT  1.00027345   -1 59 22.1
 DL5178
 DL5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5178!SPC MI S     -   0.99997715  x   0.99995516  =   0.99993231
 DL5178!UTM  17      -   0.99997715  x   1.00027345  =   1.00025059
 DL5178
 DL5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6602414653(NAD 83)
 DL5178
 DL5178|---------------------------------------------------------------------|
 DL5178| PID    Reference Object                     Distance      Geod. Az  |
 DL5178|                                                           dddmmss.s |
 DL5178| AJ5551 SAGINAW CORS ARP                    222.988 METERS 18218     |
 DL5178|---------------------------------------------------------------------|
 DL5178
 DL5178                          SUPERSEDED SURVEY CONTROL
 DL5178
 DL5178  NAD 83(2007)-  43 26 53.61779(N)    083 53 29.81206(W) AD(2002.00) B
 DL5178  ELLIP H (10/19/09)  145.762  (m)                       GP(2002.00) 1 1
 DL5178
 DL5178.Superseded values are not recommended for survey control.
 DL5178
 DL5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5178.See file dsdata.pdf to determine how the superseded data were derived.
 DL5178
 DL5178_MARKER: DD = SURVEY DISK
 DL5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5178_STAMPING: 73602 2007 HT MOD
 DL5178_MARK LOGO: MIDT
 DL5178_PROJECTION: FLUSH
 DL5178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5178+STABILITY: SURFACE MOTION
 DL5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5178+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 DL5178
 DL5178  HISTORY     - Date     Condition        Report By
 DL5178  HISTORY     - 20071115 MONUMENTED       MIDT
 DL5178  HISTORY     - 20200612 GOOD             MIDT
 DL5178
 DL5178                          STATION DESCRIPTION
 DL5178
 DL5178'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 DL5178'THE STATION IS LOCATED IN SAGINAW MI, SAGINAW COUNTY ABOUT 13 MI (20.9
 DL5178'KM) SOUTHEAST OF FREELAND, 10 MI (16.1 KM) WEST OF REESE, 6 MI (9.7
 DL5178'KM) NORTHWEST OF BRIDGEPORT.
 DL5178'
 DL5178'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 WITH M-81
 DL5178'GO WEST ON M-81 FOR 1000 FT (304.8 M) TO THE ENTRANCE OF THE MICHIGAN
 DL5178'DEPARTMENT OF TRANSPORTATION FACILITY, PROCEED TO THE FAR EASTSIDE
 DL5178'DRIVE OF BUILDINGS AND THE STATION 80 FT (24.4 M) SOUTH OF THE
 DL5178'SECURITY GATE.
 DL5178'
 DL5178'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY CONTROL
 DL5178'MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE POST
 DL5178'SET TO A DEPTH OF 6 FT (1.8 M),
 DL5178'
 DL5178'THE STATION IS 256.1 FT (78.1 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DL5178'A MICHIGAN DEPARTMENT OF TRANSPORTATION POLE BARN, 97.1 FT (29.6 M)
 DL5178'SOUTHEAST OF A LIGHT POLE, 90.7 FT (27.6 M) NORTHEAST OF A HYDRANT,
 DL5178'22.0 FT (6.7 M) WEST OF THE WEST EDGE OF PAVEMENT OF A NORTH TO SOUTH
 DL5178'SERVICE DRIVE, 6 7 FT (2.1 M) EAST OF A CARSONITE WITNESS POST.
 DL5178
 DL5178                          STATION RECOVERY (2020)
 DL5178
 DL5178'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL5178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4970 ***********************************************************************
 DL4970  DESIGNATION -  73603
 DL4970  PID         -  DL4970
 DL4970  STATE/COUNTY-  MI/SAGINAW
 DL4970  COUNTRY     -  US
 DL4970  USGS QUAD   -  SAGINAW (2017)
 DL4970
 DL4970                         *CURRENT SURVEY CONTROL
 DL4970  ______________________________________________________________________
 DL4970* NAD 83(2011) POSITION- 43 24 52.31526(N) 083 53 44.50164(W)   ADJUSTED
 DL4970* NAD 83(2011) ELLIP HT-   150.981 (meters)        (06/27/12)   ADJUSTED
 DL4970* NAD 83(2011) EPOCH   -  2010.00
 DL4970* NAVD 88 ORTHO HEIGHT -   185.303 (meters)      607.95  (feet) ADJUSTED
 DL4970  ______________________________________________________________________
 DL4970  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 DL4970  NAD 83(2011) X  -    493,468.660 (meters)                     COMP
 DL4970  NAD 83(2011) Y  - -4,614,221.204 (meters)                     COMP
 DL4970  NAD 83(2011) Z  -  4,361,172.768 (meters)                     COMP
 DL4970  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DL4970  DYNAMIC HEIGHT  -        185.263 (meters)      607.82  (feet) COMP
 DL4970  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DL4970
 DL4970  VERT ORDER      -  FIRST     CLASS II
 DL4970
 DL4970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4970  Standards:
 DL4970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4970  -------------------------------------------------------------------
 DL4970  NETWORK    0.33   0.51           0.16   0.09   0.26     -0.00487420
 DL4970  -------------------------------------------------------------------
 DL4970  Click here for local accuracies and other accuracy information.
 DL4970
 DL4970.The horizontal coordinates were established by GPS observations
 DL4970.and adjusted by the National Geodetic Survey in June 2012.
 DL4970
 DL4970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4970.been affixed to the stable North American tectonic plate. See 
 DL4970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4970
 DL4970.The horizontal coordinates are valid at the epoch date displayed above
 DL4970.which is a decimal equivalence of Year/Month/Day.
 DL4970
 DL4970.The orthometric height was determined by differential leveling and
 DL4970.adjusted by the NATIONAL GEODETIC SURVEY
 DL4970.in October 2009.
 DL4970
 DL4970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4970.GEOID18 height accuracy estimate available here.
 DL4970
 DL4970.Click photographs - Photos may exist for this station.
 DL4970
 DL4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4970
 DL4970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4970
 DL4970.The ellipsoidal height was determined by GPS observations
 DL4970.and is referenced to NAD 83.
 DL4970
 DL4970.The dynamic height is computed by dividing the NAVD 88
 DL4970.geopotential number by the normal gravity value computed on the
 DL4970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4970.degrees latitude (g = 980.6199 gals.).
 DL4970
 DL4970.The modeled gravity was interpolated from observed gravity values.
 DL4970
 DL4970. The following values were computed from the NAD 83(2011) position.
 DL4970
 DL4970;                    North         East     Units Scale Factor Converg.
 DL4970;SPC MI S     -   212,772.951 4,038,142.196   MT  0.99994955   +0 19 13.8
 DL4970;SPC MI S     -   698,073.99 13,248,498.02   iFT  0.99994955   +0 19 13.8
 DL4970;UTM  17      - 4,810,922.827   265,563.870   MT  1.00027611   -1 59 27.7
 DL4970
 DL4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4970!SPC MI S     -   0.99997632  x   0.99994955  =   0.99992588
 DL4970!UTM  17      -   0.99997632  x   1.00027611  =   1.00025243
 DL4970
 DL4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6556310922(NAD 83)
 DL4970
 DL4970                          SUPERSEDED SURVEY CONTROL
 DL4970
 DL4970  NAD 83(2007)-  43 24 52.31550(N)    083 53 44.50251(W) AD(2002.00) B
 DL4970  ELLIP H (10/23/09)  151.005  (m)                       GP(2002.00) 3 1
 DL4970
 DL4970.Superseded values are not recommended for survey control.
 DL4970
 DL4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4970.See file dsdata.pdf to determine how the superseded data were derived.
 DL4970
 DL4970_MARKER: DD = SURVEY DISK
 DL4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4970_STAMPING: 73603 2008
 DL4970_MARK LOGO: MIDT
 DL4970_PROJECTION: FLUSH
 DL4970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4970+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2017
 DL4970
 DL4970  HISTORY     - Date     Condition        Report By
 DL4970  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4970  HISTORY     - 20100714 GOOD             MIDT
 DL4970  HISTORY     - 20111031 GOOD             WOOLPT
 DL4970  HISTORY     - 20170225 GOOD             SPICE
 DL4970
 DL4970                          STATION DESCRIPTION
 DL4970
 DL4970'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4970'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF SHIELDS, 3.9 MI
 DL4970'(6.3 KM) NORTH OF BRIDGEPORT AND 2.8 MI (4.5 KM) EAST OF SAGINAW.
 DL4970'
 DL4970'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4970'HIGHWAY 23) WITH STATE HIGHWAY 46 (HOLLAND AVENUE) (EXIT 149), LOCATED
 DL4970'IN THE CITY OF SAGINAW, MI, GO WEST ON STATE HIGHWAY 46 FOR 0.25 MI
 DL4970'(0.4 KM) TO OUTER DRIVE AND THE STATION ON THE LEFT. THE STATION IS A
 DL4970'BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT MODERNIZATION MARK
 DL4970'DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE POST, SET
 DL4970'TO A DEPTH OF 8 FT (2.4 M),
 DL4970'
 DL4970'THE STATION IS 103 FT (31.4 M) EAST OF EDGE OF CURB OF OUTER DRIVE, 32
 DL4970'FT (9.8 M) SOUTH OF EDGE OF CURB OF HOLLAND AVENUE, AND 38 FT (11.6 M)
 DL4970'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4970
 DL4970                          STATION RECOVERY (2010)
 DL4970
 DL4970'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DL4970'RECOVERED AS DESCRIBED.
 DL4970
 DL4970                          STATION RECOVERY (2011)
 DL4970
 DL4970'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 DL4970'RECOVERED IN GOOD CONDITION.
 DL4970
 DL4970                          STATION RECOVERY (2017)
 DL4970
 DL4970'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2017 (ESB)
 DL4970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4969 ***********************************************************************
 DL4969  DESIGNATION -  73604
 DL4969  PID         -  DL4969
 DL4969  STATE/COUNTY-  MI/SAGINAW
 DL4969  COUNTRY     -  US
 DL4969  USGS QUAD   -  SAGINAW (2017)
 DL4969
 DL4969                         *CURRENT SURVEY CONTROL
 DL4969  ______________________________________________________________________
 DL4969* NAD 83(1986) POSITION- 43 23 53.81   (N) 083 54 05.55   (W)   HD_HELD1
 DL4969* NAVD 88 ORTHO HEIGHT -   186.176 (meters)      610.81  (feet) ADJUSTED
 DL4969  ______________________________________________________________________
 DL4969  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 DL4969  DYNAMIC HEIGHT  -        186.136 (meters)      610.68  (feet) COMP
 DL4969  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 DL4969
 DL4969  VERT ORDER      -  FIRST     CLASS II
 DL4969
 DL4969.The horizontal coordinates were determined by differentially corrected
 DL4969.hand held GPS observations or other comparable positioning techniques
 DL4969.and have an estimated accuracy of +/- 3 meters.
 DL4969
 DL4969.The orthometric height was determined by differential leveling and
 DL4969.adjusted by the NATIONAL GEODETIC SURVEY
 DL4969.in October 2009.
 DL4969
 DL4969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4969.GEOID18 height accuracy estimate available here.
 DL4969
 DL4969.Click photographs - Photos may exist for this station.
 DL4969
 DL4969.The dynamic height is computed by dividing the NAVD 88
 DL4969.geopotential number by the normal gravity value computed on the
 DL4969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4969.degrees latitude (g = 980.6199 gals.).
 DL4969
 DL4969.The modeled gravity was interpolated from observed gravity values.
 DL4969
 DL4969;                    North         East    Units  Estimated Accuracy
 DL4969;SPC MI S     -   210,964.9   4,037,678.7     MT  (+/- 3 meters HH1 GPS) 
 DL4969
 DL4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6502709134(NAD 83)
 DL4969
 DL4969                          SUPERSEDED SURVEY CONTROL
 DL4969
 DL4969.No superseded survey control is available for this station.
 DL4969
 DL4969_MARKER: DD = SURVEY DISK
 DL4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4969_STAMPING: 73604 2008
 DL4969_MARK LOGO: MIDT
 DL4969_PROJECTION: FLUSH
 DL4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4969+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 DL4969
 DL4969  HISTORY     - Date     Condition        Report By
 DL4969  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4969  HISTORY     - 20100714 GOOD             MIDT
 DL4969  HISTORY     - 20170225 GOOD             SPICE
 DL4969  HISTORY     - 20200611 GOOD             MIDT
 DL4969
 DL4969                          STATION DESCRIPTION
 DL4969
 DL4969'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4969'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF SHIELDS, 2.9 MI
 DL4969'(4.7 KM) EAST-SOUTHEAST OF SAGINAW AND 2.9 MI (4.7 KM) NORTH-NORTHWEST
 DL4969'OF BRIDGEPORT.
 DL4969'
 DL4969'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4969'HIGHWAY 23) WITH STATE HIGHWAY 46 (HOLLAND AVENUE) (EXIT 149), LOCATED
 DL4969'IN THE CITY OF SAGINAW, GO WEST ON STATE HIGHWAY 46 FOR 0.25 MI (0.4
 DL4969'KM) TO OUTER DRIVE, TURN LEFT AND GO SOUTH ON OUTER DRIVE FOR 1.0 MI
 DL4969'(1.6 KM) TO HESS ROAD, CONTINUE SOUTHWESTERLY ON OUTER DRIVE FOR 0.3
 DL4969'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DL4969'
 DL4969'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4969'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4969'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4969'
 DL4969'THE STATION IS 29 FT (8.8 M) NORTH OF EDGE OF PAVEMENT OF OUTER DRIVE,
 DL4969'5 FT (1.5 M) SOUTH OF EDGE OF SIDEWALK, AND 5 FT (1.5 M) NORTH OF AN
 DL4969'ORANGE CARSONITE WITNESS POST.
 DL4969
 DL4969                          STATION RECOVERY (2010)
 DL4969
 DL4969'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DL4969'RECOVERED AS DESCRIBED.
 DL4969
 DL4969                          STATION RECOVERY (2017)
 DL4969
 DL4969'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2017 (ESB)
 DL4969'RECOVERED IN GOOD CONDITION.
 DL4969
 DL4969                          STATION RECOVERY (2020)
 DL4969
 DL4969'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4968 ***********************************************************************
 DL4968  DESIGNATION -  73605
 DL4968  PID         -  DL4968
 DL4968  STATE/COUNTY-  MI/SAGINAW
 DL4968  COUNTRY     -  US
 DL4968  USGS QUAD   -  SAGINAW (2017)
 DL4968
 DL4968                         *CURRENT SURVEY CONTROL
 DL4968  ______________________________________________________________________
 DL4968* NAD 83(1986) POSITION- 43 22 46.10   (N) 083 53 55.93   (W)   HD_HELD1
 DL4968* NAVD 88 ORTHO HEIGHT -   184.748 (meters)      606.13  (feet) ADJUSTED
 DL4968  ______________________________________________________________________
 DL4968  GEOID HEIGHT    -        -34.268 (meters)                     GEOID18
 DL4968  DYNAMIC HEIGHT  -        184.708 (meters)      606.00  (feet) COMP
 DL4968  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 DL4968
 DL4968  VERT ORDER      -  FIRST     CLASS II
 DL4968
 DL4968.The horizontal coordinates were determined by differentially corrected
 DL4968.hand held GPS observations or other comparable positioning techniques
 DL4968.and have an estimated accuracy of +/- 3 meters.
 DL4968
 DL4968.The orthometric height was determined by differential leveling and
 DL4968.adjusted by the NATIONAL GEODETIC SURVEY
 DL4968.in October 2009.
 DL4968
 DL4968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4968.GEOID18 height accuracy estimate available here.
 DL4968
 DL4968.Click photographs - Photos may exist for this station.
 DL4968
 DL4968.The dynamic height is computed by dividing the NAVD 88
 DL4968.geopotential number by the normal gravity value computed on the
 DL4968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4968.degrees latitude (g = 980.6199 gals.).
 DL4968
 DL4968.The modeled gravity was interpolated from observed gravity values.
 DL4968
 DL4968;                    North         East    Units  Estimated Accuracy
 DL4968;SPC MI S     -   208,876.6   4,037,906.7     MT  (+/- 3 meters HH1 GPS) 
 DL4968
 DL4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6517107037(NAD 83)
 DL4968
 DL4968                          SUPERSEDED SURVEY CONTROL
 DL4968
 DL4968.No superseded survey control is available for this station.
 DL4968
 DL4968_MARKER: DD = SURVEY DISK
 DL4968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4968_STAMPING: 73605 2008
 DL4968_MARK LOGO: MIDT
 DL4968_PROJECTION: FLUSH
 DL4968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4968+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2010
 DL4968
 DL4968  HISTORY     - Date     Condition        Report By
 DL4968  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4968  HISTORY     - 20100714 GOOD             MIDT
 DL4968
 DL4968                          STATION DESCRIPTION
 DL4968
 DL4968'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4968'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DL4968'SHIELDS, 3.8 MI (6.1 KM) SOUTHEAST OF SAGINAW AND 1.6 MI (2.6 KM)
 DL4968'NORTH-NORTHWEST OF BRIDGEPORT.
 DL4968'
 DL4968'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4968'HIGHWAY 23) WITH DIXIE HIGHWAY (EXIT 144) LOCATED APPROXIMATELY 6.5 MI
 DL4968'(10.5 KM) SOUTHEAST OF THE CITY OF SAGINAW, MI, GO NORTHWEST ON DIXIE
 DL4968'HIGHWAY FOR 2.6 MI (4.2 KM) TO KING ROAD, TURN LEFT AND GO WEST ON
 DL4968'KING ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4968'
 DL4968'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4968'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4968'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4968'
 DL4968'THE STATION IS 37 FT (11.3 M) SOUTH OF A CHAIN LINK FENCE, 35 FT (10.7
 DL4968'M) EAST OF CENTER OF REAR DRIVEWAY OPENING --5446--, 12 FT (3.7 M)
 DL4968'NORTH OF EDGE OF CURB OF KING ROAD, AND 27.5 FT (8.4 M) SOUTH OF AN
 DL4968'ORANGE CARSONITE WITNESS POST.
 DL4968
 DL4968                          STATION RECOVERY (2010)
 DL4968
 DL4968'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DL4968'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4967 ***********************************************************************
 DL4967  DESIGNATION -  73606
 DL4967  PID         -  DL4967
 DL4967  STATE/COUNTY-  MI/SAGINAW
 DL4967  COUNTRY     -  US
 DL4967  USGS QUAD   -  BRIDGEPORT (2017)
 DL4967
 DL4967                         *CURRENT SURVEY CONTROL
 DL4967  ______________________________________________________________________
 DL4967* NAD 83(2011) POSITION- 43 21 22.48835(N) 083 52 47.47098(W)   ADJUSTED
 DL4967* NAD 83(2011) ELLIP HT-   147.130 (meters)        (06/27/12)   ADJUSTED
 DL4967* NAD 83(2011) EPOCH   -  2010.00
 DL4967* NAVD 88 ORTHO HEIGHT -   181.384 (meters)      595.09  (feet) ADJUSTED
 DL4967  ______________________________________________________________________
 DL4967  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 DL4967  NAD 83(2011) X  -    495,218.373 (meters)                     COMP
 DL4967  NAD 83(2011) Y  - -4,618,504.596 (meters)                     COMP
 DL4967  NAD 83(2011) Z  -  4,356,463.939 (meters)                     COMP
 DL4967  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DL4967  DYNAMIC HEIGHT  -        181.344 (meters)      594.96  (feet) COMP
 DL4967  MODELED GRAVITY -    980,399.0   (mgal)                       NAVD 88
 DL4967
 DL4967  VERT ORDER      -  FIRST     CLASS II
 DL4967
 DL4967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4967  Standards:
 DL4967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4967  -------------------------------------------------------------------
 DL4967  NETWORK    0.24   0.47           0.11   0.08   0.24     -0.00310471
 DL4967  -------------------------------------------------------------------
 DL4967  Click here for local accuracies and other accuracy information.
 DL4967
 DL4967.The horizontal coordinates were established by GPS observations
 DL4967.and adjusted by the National Geodetic Survey in June 2012.
 DL4967
 DL4967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4967.been affixed to the stable North American tectonic plate. See 
 DL4967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4967
 DL4967.The horizontal coordinates are valid at the epoch date displayed above
 DL4967.which is a decimal equivalence of Year/Month/Day.
 DL4967
 DL4967.The orthometric height was determined by differential leveling and
 DL4967.adjusted by the NATIONAL GEODETIC SURVEY
 DL4967.in October 2009.
 DL4967
 DL4967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4967.GEOID18 height accuracy estimate available here.
 DL4967
 DL4967.Click photographs - Photos may exist for this station.
 DL4967
 DL4967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4967
 DL4967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4967
 DL4967.The ellipsoidal height was determined by GPS observations
 DL4967.and is referenced to NAD 83.
 DL4967
 DL4967.The dynamic height is computed by dividing the NAVD 88
 DL4967.geopotential number by the normal gravity value computed on the
 DL4967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4967.degrees latitude (g = 980.6199 gals.).
 DL4967
 DL4967.The modeled gravity was interpolated from observed gravity values.
 DL4967
 DL4967. The following values were computed from the NAD 83(2011) position.
 DL4967
 DL4967;                    North         East     Units Scale Factor Converg.
 DL4967;SPC MI S     -   206,305.207 4,039,462.592   MT  0.99994066   +0 19 52.6
 DL4967;SPC MI S     -   676,854.35 13,252,830.03   iFT  0.99994066   +0 19 52.6
 DL4967;UTM  17      - 4,804,404.973   266,622.803   MT  1.00027002   -1 58 40.8
 DL4967
 DL4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4967!SPC MI S     -   0.99997693  x   0.99994066  =   0.99991759
 DL4967!UTM  17      -   0.99997693  x   1.00027002  =   1.00024694
 DL4967
 DL4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6662204404(NAD 83)
 DL4967
 DL4967                          SUPERSEDED SURVEY CONTROL
 DL4967
 DL4967  NAD 83(2007)-  43 21 22.48865(N)    083 52 47.47163(W) AD(2002.00) B
 DL4967  ELLIP H (10/19/09)  147.153  (m)                       GP(2002.00) 1 1
 DL4967
 DL4967.Superseded values are not recommended for survey control.
 DL4967
 DL4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4967.See file dsdata.pdf to determine how the superseded data were derived.
 DL4967
 DL4967_MARKER: DD = SURVEY DISK
 DL4967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4967_STAMPING: 73606 2008
 DL4967_MARK LOGO: MIDT
 DL4967_PROJECTION: FLUSH
 DL4967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4967+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 DL4967
 DL4967  HISTORY     - Date     Condition        Report By
 DL4967  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4967  HISTORY     - 20111031 GOOD             WOOLPT
 DL4967  HISTORY     - 20200611 POOR             MIDT
 DL4967
 DL4967                          STATION DESCRIPTION
 DL4967
 DL4967'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4967'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DL4967'FRANKENMUTH, 5.6 MI (9.0 KM) SOUTHEAST OF SAGINAW AND IN THE TOWN OF
 DL4967'BRIDGEPORT, MI.
 DL4967'
 DL4967'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4967'HIGHWAY 23) WITH DIXIE HIGHWAY (EXIT 144) LOCATED APPROXIMATELY 6.5 MI
 DL4967'(10.5 KM) SOUTHEAST OF THE CITY OF SAGINAW, MI, GO NORTHWEST ON DIXIE
 DL4967'HIGHWAY FOR 0.85 MI (1.4 KM) TO MILLING STREET ON THE LEFT, TURN LEFT
 DL4967'AND GO SOUTHWEST ON MILLING STREET FOR 0.1 MI (0.2 KM) TO THE STATION
 DL4967'ON THE RIGHT.
 DL4967'
 DL4967'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4967'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4967'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4967'
 DL4967'THE STATION IS 5 FT (1.5 M) NORTHWEST OF EDGE OF PAVEMENT OF MILLING
 DL4967'STREET, 4 FT (1.2 M) SOUTHEAST OF EDGE OF SIDEWALK, AND 1 FT (0.3 M)
 DL4967'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4967
 DL4967                          STATION RECOVERY (2011)
 DL4967
 DL4967'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 DL4967'RECOVERED IN GOOD CONDITION.
 DL4967
 DL4967                          STATION RECOVERY (2020)
 DL4967
 DL4967'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4967'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4966 ***********************************************************************
 DL4966  DESIGNATION -  73607
 DL4966  PID         -  DL4966
 DL4966  STATE/COUNTY-  MI/SAGINAW
 DL4966  COUNTRY     -  US
 DL4966  USGS QUAD   -  BRIDGEPORT (2017)
 DL4966
 DL4966                         *CURRENT SURVEY CONTROL
 DL4966  ______________________________________________________________________
 DL4966* NAD 83(1986) POSITION- 43 20 36.39   (N) 083 53 22.05   (W)   HD_HELD1
 DL4966* NAVD 88 ORTHO HEIGHT -   181.973 (meters)      597.02  (feet) ADJUSTED
 DL4966  ______________________________________________________________________
 DL4966  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 DL4966  DYNAMIC HEIGHT  -        181.933 (meters)      596.89  (feet) COMP
 DL4966  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 DL4966
 DL4966  VERT ORDER      -  FIRST     CLASS II
 DL4966
 DL4966.The horizontal coordinates were determined by differentially corrected
 DL4966.hand held GPS observations or other comparable positioning techniques
 DL4966.and have an estimated accuracy of +/- 3 meters.
 DL4966
 DL4966.The orthometric height was determined by differential leveling and
 DL4966.adjusted by the NATIONAL GEODETIC SURVEY
 DL4966.in October 2009.
 DL4966
 DL4966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4966.GEOID18 height accuracy estimate available here.
 DL4966
 DL4966.Click photographs - Photos may exist for this station.
 DL4966
 DL4966.The dynamic height is computed by dividing the NAVD 88
 DL4966.geopotential number by the normal gravity value computed on the
 DL4966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4966.degrees latitude (g = 980.6199 gals.).
 DL4966
 DL4966.The modeled gravity was interpolated from observed gravity values.
 DL4966
 DL4966;                    North         East    Units  Estimated Accuracy
 DL4966;SPC MI S     -   204,878.2   4,038,692.0     MT  (+/- 3 meters HH1 GPS) 
 DL4966
 DL4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6579503009(NAD 83)
 DL4966
 DL4966                          SUPERSEDED SURVEY CONTROL
 DL4966
 DL4966.No superseded survey control is available for this station.
 DL4966
 DL4966_MARKER: DD = SURVEY DISK
 DL4966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4966_STAMPING: 73607 2008
 DL4966_MARK LOGO: MIDT
 DL4966_PROJECTION: FLUSH
 DL4966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4966+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4966
 DL4966  HISTORY     - Date     Condition        Report By
 DL4966  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4966
 DL4966                          STATION DESCRIPTION
 DL4966
 DL4966'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4966'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF FRANKENMUTH, 6.1
 DL4966'MI (9.8 KM) SOUTH-SOUTHEAST OF SAGINAW AND 1.2 MI (1.9 KM)
 DL4966'SOUTH-SOUTHWEST OF BRIDGEPORT.
 DL4966'
 DL4966'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4966'HIGHWAY 23) WITH DIXIE HIGHWAY (EXIT 144), LOCATED APPROXIMATELY 6.5
 DL4966'MI (10.5 KM) SOUTHEAST OF THE CITY OF SAGINAW, MI, GO NORTHWEST ON
 DL4966'DIXIE HIGHWAY FOR 0.6 MI (1.0 KM) TO FORT ROAD ON THE LEFT, TURN LEFT
 DL4966'AND GO SOUTHERLY ON FORT ROAD FOR 1.7 MI (2.7 KM) TO GABEL ROAD ON THE
 DL4966'RIGHT, TURN RIGHT AND GO WEST ON GABEL ROAD FOR 0.2 MI (0.3 KM) TO THE
 DL4966'STATION ON THE RIGHT.
 DL4966'
 DL4966'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4966'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4966'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4966'
 DL4966'THE STATION IS 200 FT (61.0 M) EAST OF CENTER OF DRIVEWAY OPENING
 DL4966'--3233-- 12 FT (3.7 M) NORTH OF EDGE OF PAVEMENT OF GABEL ROAD, AND
 DL4966'3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4965 ***********************************************************************
 DL4965  DESIGNATION -  73608
 DL4965  PID         -  DL4965
 DL4965  STATE/COUNTY-  MI/SAGINAW
 DL4965  COUNTRY     -  US
 DL4965  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL4965
 DL4965                         *CURRENT SURVEY CONTROL
 DL4965  ______________________________________________________________________
 DL4965* NAD 83(1986) POSITION- 43 19 19.21   (N) 083 51 59.27   (W)   HD_HELD1
 DL4965* NAVD 88 ORTHO HEIGHT -   187.272 (meters)      614.41  (feet) ADJUSTED
 DL4965  ______________________________________________________________________
 DL4965  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 DL4965  DYNAMIC HEIGHT  -        187.231 (meters)      614.27  (feet) COMP
 DL4965  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 DL4965
 DL4965  VERT ORDER      -  FIRST     CLASS II
 DL4965
 DL4965.The horizontal coordinates were determined by differentially corrected
 DL4965.hand held GPS observations or other comparable positioning techniques
 DL4965.and have an estimated accuracy of +/- 3 meters.
 DL4965
 DL4965.The orthometric height was determined by differential leveling and
 DL4965.adjusted by the NATIONAL GEODETIC SURVEY
 DL4965.in October 2009.
 DL4965
 DL4965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4965.GEOID18 height accuracy estimate available here.
 DL4965
 DL4965.Click photographs - Photos may exist for this station.
 DL4965
 DL4965.The dynamic height is computed by dividing the NAVD 88
 DL4965.geopotential number by the normal gravity value computed on the
 DL4965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4965.degrees latitude (g = 980.6199 gals.).
 DL4965
 DL4965.The modeled gravity was interpolated from observed gravity values.
 DL4965
 DL4965;                    North         East    Units  Estimated Accuracy
 DL4965;SPC MI S     -   202,507.4   4,040,570.5     MT  (+/- 3 meters HH1 GPS) 
 DL4965
 DL4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6757700564(NAD 83)
 DL4965
 DL4965                          SUPERSEDED SURVEY CONTROL
 DL4965
 DL4965.No superseded survey control is available for this station.
 DL4965
 DL4965_MARKER: DD = SURVEY DISK
 DL4965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4965_STAMPING: 73608 2008
 DL4965_MARK LOGO: MIDT
 DL4965_PROJECTION: FLUSH
 DL4965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4965+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2011
 DL4965
 DL4965  HISTORY     - Date     Condition        Report By
 DL4965  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4965  HISTORY     - 20110115 GOOD             SPICE
 DL4965
 DL4965                          STATION DESCRIPTION
 DL4965
 DL4965'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4965'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF FRANKENMUTH, 6.1
 DL4965'MI (9.8 KM) NORTHWEST OF BIRCH RUN AND 2.7 MI (4.3 KM) SOUTH-SOUTHEAST
 DL4965'OF BRIDGEPORT.
 DL4965'
 DL4965'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH JUNCTION
 DL4965'ROAD, LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF
 DL4965'SAGINAW, MI GO SOUTHEAST ON DIXIE HIGHWAY FOR 1.1 MI (1.8 KM) TO
 DL4965'CURTIS ROAD, TURN RIGHT AND GO WEST ON CURTISS ROAD FOR 2.1 MI (3.4
 DL4965'KM) TO BLACKMAR ROAD AND THE STATION ON THE RIGHT.
 DL4965'
 DL4965'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4965'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4965'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4965'
 DL4965'THE STATION IS 140 FT (42.7 M) NORTHWEST OF EDGE OF PAVEMENT OF CURTIS
 DL4965'ROAD, 90 FT (27.4 M) NORTHEAST OF A METAL POST FOR A --BLACKMAR
 DL4965'RD/CURTIS RD-- SIGN, 11 FT (3.4 M) NORTHEAST OF EDGE OF PAVEMENT OF
 DL4965'BLACKMAR ROAD, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE WITNESS
 DL4965'POST.
 DL4965
 DL4965                          STATION RECOVERY (2011)
 DL4965
 DL4965'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2011 (ESB)
 DL4965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4964 ***********************************************************************
 DL4964  DESIGNATION -  73609
 DL4964  PID         -  DL4964
 DL4964  STATE/COUNTY-  MI/SAGINAW
 DL4964  COUNTRY     -  US
 DL4964  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL4964
 DL4964                         *CURRENT SURVEY CONTROL
 DL4964  ______________________________________________________________________
 DL4964* NAD 83(2011) POSITION- 43 18 05.69093(N) 083 51 20.38119(W)   ADJUSTED
 DL4964* NAD 83(2011) ELLIP HT-   151.403 (meters)        (06/27/12)   ADJUSTED
 DL4964* NAD 83(2011) EPOCH   -  2010.00
 DL4964* NAVD 88 ORTHO HEIGHT -   185.616 (meters)      608.98  (feet) ADJUSTED
 DL4964  ______________________________________________________________________
 DL4964  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 DL4964  NAD 83(2011) X  -    497,614.767 (meters)                     COMP
 DL4964  NAD 83(2011) Y  - -4,622,441.777 (meters)                     COMP
 DL4964  NAD 83(2011) Z  -  4,352,048.859 (meters)                     COMP
 DL4964  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DL4964  DYNAMIC HEIGHT  -        185.574 (meters)      608.84  (feet) COMP
 DL4964  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 DL4964
 DL4964  VERT ORDER      -  FIRST     CLASS II
 DL4964
 DL4964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4964  Standards:
 DL4964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4964  -------------------------------------------------------------------
 DL4964  NETWORK    0.30   0.63           0.14   0.10   0.32     -0.00914725
 DL4964  -------------------------------------------------------------------
 DL4964  Click here for local accuracies and other accuracy information.
 DL4964
 DL4964.The horizontal coordinates were established by GPS observations
 DL4964.and adjusted by the National Geodetic Survey in June 2012.
 DL4964
 DL4964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4964.been affixed to the stable North American tectonic plate. See 
 DL4964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4964
 DL4964.The horizontal coordinates are valid at the epoch date displayed above
 DL4964.which is a decimal equivalence of Year/Month/Day.
 DL4964
 DL4964.The orthometric height was determined by differential leveling and
 DL4964.adjusted by the NATIONAL GEODETIC SURVEY
 DL4964.in October 2009.
 DL4964
 DL4964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4964.GEOID18 height accuracy estimate available here.
 DL4964
 DL4964.Click photographs - Photos may exist for this station.
 DL4964
 DL4964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4964
 DL4964.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4964
 DL4964.The ellipsoidal height was determined by GPS observations
 DL4964.and is referenced to NAD 83.
 DL4964
 DL4964.The dynamic height is computed by dividing the NAVD 88
 DL4964.geopotential number by the normal gravity value computed on the
 DL4964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4964.degrees latitude (g = 980.6199 gals.).
 DL4964
 DL4964.The modeled gravity was interpolated from observed gravity values.
 DL4964
 DL4964. The following values were computed from the NAD 83(2011) position.
 DL4964
 DL4964;                    North         East     Units Scale Factor Converg.
 DL4964;SPC MI S     -   200,243.982 4,041,460.473   MT  0.99993327   +0 20 51.9
 DL4964;SPC MI S     -   656,968.44 13,259,384.75   iFT  0.99993327   +0 20 51.9
 DL4964;UTM  17      - 4,798,266.188   268,375.522   MT  1.00026001   -1 57 33.8
 DL4964
 DL4964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4964!SPC MI S     -   0.99997626  x   0.99993327  =   0.99990953
 DL4964!UTM  17      -   0.99997626  x   1.00026001  =   1.00023626
 DL4964
 DL4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6837598266(NAD 83)
 DL4964
 DL4964                          SUPERSEDED SURVEY CONTROL
 DL4964
 DL4964  NAD 83(2007)-  43 18 05.69101(N)    083 51 20.38187(W) AD(2002.00) B
 DL4964  ELLIP H (10/23/09)  151.417  (m)                       GP(2002.00) 3 1
 DL4964
 DL4964.Superseded values are not recommended for survey control.
 DL4964
 DL4964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4964.See file dsdata.pdf to determine how the superseded data were derived.
 DL4964
 DL4964_MARKER: DD = SURVEY DISK
 DL4964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4964_STAMPING: 73609 2008
 DL4964_MARK LOGO: MIDT
 DL4964_PROJECTION: FLUSH
 DL4964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4964+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 DL4964
 DL4964  HISTORY     - Date     Condition        Report By
 DL4964  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4964  HISTORY     - 20110505 GOOD             JCLS
 DL4964
 DL4964                          STATION DESCRIPTION
 DL4964
 DL4964'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4964'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF
 DL4964'FRANKENMUTH, 4.7 MI (7.6 KM) NORTHWEST OF BIRCH RUN AND 4.2 MI (6.8
 DL4964'KM) SOUTH-SOUTHEAST OF BRIDGEPORT.
 DL4964'
 DL4964'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH JUNCTION
 DL4964'ROAD, LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF
 DL4964'SAGINAW, MI, GO SOUTHEAST ON DIXIE HIGHWAY FOR 2.25 MI (3.6 KM) TO
 DL4964'TOWNLINE ROAD, TURN RIGHT AND GO WEST ON TOWNLINE ROAD 2.1 MI (3.4 KM)
 DL4964'TO MARSHALL ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON MARSHALL ROAD
 DL4964'FOR 0.4 MI (0.6 KM) TO LANGE ROAD, TURN RIGHT AND GO WEST ON LANGE
 DL4964'ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DL4964'
 DL4964'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4964'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4964'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4964'
 DL4964'THE STATION IS 10 FT (3.0 M) SOUTH OF EDGE OF GRAVEL OF LANGE ROAD,
 DL4964'AND 7 FT (2.1 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4964
 DL4964                          STATION RECOVERY (2011)
 DL4964
 DL4964'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL4964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4963 ***********************************************************************
 DL4963  DESIGNATION -  73610
 DL4963  PID         -  DL4963
 DL4963  STATE/COUNTY-  MI/SAGINAW
 DL4963  COUNTRY     -  US
 DL4963  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL4963
 DL4963                         *CURRENT SURVEY CONTROL
 DL4963  ______________________________________________________________________
 DL4963* NAD 83(1986) POSITION- 43 16 48.31   (N) 083 51 27.06   (W)   HD_HELD1
 DL4963* NAVD 88 ORTHO HEIGHT -   187.989 (meters)      616.76  (feet) ADJUSTED
 DL4963  ______________________________________________________________________
 DL4963  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 DL4963  DYNAMIC HEIGHT  -        187.947 (meters)      616.62  (feet) COMP
 DL4963  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 DL4963
 DL4963  VERT ORDER      -  FIRST     CLASS II
 DL4963
 DL4963.The horizontal coordinates were determined by differentially corrected
 DL4963.hand held GPS observations or other comparable positioning techniques
 DL4963.and have an estimated accuracy of +/- 3 meters.
 DL4963
 DL4963.The orthometric height was determined by differential leveling and
 DL4963.adjusted by the NATIONAL GEODETIC SURVEY
 DL4963.in October 2009.
 DL4963
 DL4963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4963.GEOID18 height accuracy estimate available here.
 DL4963
 DL4963.Click photographs - Photos may exist for this station.
 DL4963
 DL4963.The dynamic height is computed by dividing the NAVD 88
 DL4963.geopotential number by the normal gravity value computed on the
 DL4963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4963.degrees latitude (g = 980.6199 gals.).
 DL4963
 DL4963.The modeled gravity was interpolated from observed gravity values.
 DL4963
 DL4963;                    North         East    Units  Estimated Accuracy
 DL4963;SPC MI S     -   197,855.2   4,041,324.4     MT  (+/- 3 meters HH1 GPS) 
 DL4963
 DL4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6814395884(NAD 83)
 DL4963
 DL4963                          SUPERSEDED SURVEY CONTROL
 DL4963
 DL4963.No superseded survey control is available for this station.
 DL4963
 DL4963_MARKER: DD = SURVEY DISK
 DL4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4963_STAMPING: 73610 2008
 DL4963_MARK LOGO: MIDT
 DL4963_PROJECTION: FLUSH
 DL4963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4963+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4963
 DL4963  HISTORY     - Date     Condition        Report By
 DL4963  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4963
 DL4963                          STATION DESCRIPTION
 DL4963
 DL4963'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4963'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DL4963'FRANKENMUTH, 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF BRIDGEPORT AND 3.8 MI
 DL4963'(6.1 KM) WEST-NORTHWEST OF BIRCH RUN.
 DL4963'
 DL4963'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4963'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4963'GO WEST ON BIRCH RUN ROAD FOR 4.0 MI (6.4 KM) TO MARSHALL ROAD, TURN
 DL4963'RIGHT AND GO NORTH ON MARSHALL ROAD FOR 2.0 MI (3.2 KM) TO RATHBUN
 DL4963'ROAD, TURN LEFT AND GO WEST ON RATHBUN ROAD FOR 0.15 MI (0.2 KM) TO
 DL4963'THE STATION ON THE RIGHT.
 DL4963'
 DL4963'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4963'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4963'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4963'
 DL4963'THE STATION IS 48 FT (14.6 M) EAST OF EXTENDED CENTER OF DRIVEWAY
 DL4963'OPENING --4828--, 8 FT (2.4 M) NORTH OF EDGE OF PAVEMENT OF RATHBUN
 DL4963'ROAD, AND 17 FT (5.2 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4962 ***********************************************************************
 DL4962  DESIGNATION -  73611
 DL4962  PID         -  DL4962
 DL4962  STATE/COUNTY-  MI/SAGINAW
 DL4962  COUNTRY     -  US
 DL4962  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL4962
 DL4962                         *CURRENT SURVEY CONTROL
 DL4962  ______________________________________________________________________
 DL4962* NAD 83(1986) POSITION- 43 15 55.03   (N) 083 51 19.12   (W)   HD_HELD1
 DL4962* NAVD 88 ORTHO HEIGHT -   188.591 (meters)      618.74  (feet) ADJUSTED
 DL4962  ______________________________________________________________________
 DL4962  GEOID HEIGHT    -        -34.157 (meters)                     GEOID18
 DL4962  DYNAMIC HEIGHT  -        188.549 (meters)      618.60  (feet) COMP
 DL4962  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 DL4962
 DL4962  VERT ORDER      -  FIRST     CLASS II
 DL4962
 DL4962.The horizontal coordinates were determined by differentially corrected
 DL4962.hand held GPS observations or other comparable positioning techniques
 DL4962.and have an estimated accuracy of +/- 3 meters.
 DL4962
 DL4962.The orthometric height was determined by differential leveling and
 DL4962.adjusted by the NATIONAL GEODETIC SURVEY
 DL4962.in October 2009.
 DL4962
 DL4962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4962.GEOID18 height accuracy estimate available here.
 DL4962
 DL4962.Click photographs - Photos may exist for this station.
 DL4962
 DL4962.The dynamic height is computed by dividing the NAVD 88
 DL4962.geopotential number by the normal gravity value computed on the
 DL4962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4962.degrees latitude (g = 980.6199 gals.).
 DL4962
 DL4962.The modeled gravity was interpolated from observed gravity values.
 DL4962
 DL4962;                    North         East    Units  Estimated Accuracy
 DL4962;SPC MI S     -   196,212.2   4,041,513.4     MT  (+/- 3 meters HH1 GPS) 
 DL4962
 DL4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6826694234(NAD 83)
 DL4962
 DL4962                          SUPERSEDED SURVEY CONTROL
 DL4962
 DL4962.No superseded survey control is available for this station.
 DL4962
 DL4962_MARKER: DD = SURVEY DISK
 DL4962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4962_STAMPING: 73611 2008
 DL4962_MARK LOGO: MIDT
 DL4962_PROJECTION: FLUSH
 DL4962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4962+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4962
 DL4962  HISTORY     - Date     Condition        Report By
 DL4962  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4962
 DL4962                          STATION DESCRIPTION
 DL4962
 DL4962'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4962'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 DL4962'BRIDGEPORT, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF MONTROSE AND 3.2 MI
 DL4962'(5.1 KM) WEST-NORTHWEST OF BIRCH RUN.
 DL4962'
 DL4962'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4962'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4962'GO WEST ON BIRCH RUN ROAD FOR 4.0 MI (6.4 KM) TO MARSHALL ROAD, TURN
 DL4962'RIGHT AND GO NORTH ON MARSHALL ROAD FOR 1.0 MI (1.6 KM) TO CANADA ROAD
 DL4962'AND THE STATION ON THE LEFT.
 DL4962'
 DL4962'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4962'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4962'CONCRETE POST SET TO A DEPTH OF 5 FT (1.5 M),
 DL4962'
 DL4962'THE STATION IS 15 FT (4.6 M) SOUTH OF EDGE OF PAVEMENT OF CANADA ROAD,
 DL4962'AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4959 ***********************************************************************
 DL4959  DESIGNATION -  73612
 DL4959  PID         -  DL4959
 DL4959  STATE/COUNTY-  MI/SAGINAW
 DL4959  COUNTRY     -  US
 DL4959  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4959
 DL4959                         *CURRENT SURVEY CONTROL
 DL4959  ______________________________________________________________________
 DL4959* NAD 83(1986) POSITION- 43 14 08.55   (N) 083 51 04.14   (W)   HD_HELD1
 DL4959* NAVD 88 ORTHO HEIGHT -   191.602 (meters)      628.61  (feet) ADJUSTED
 DL4959  ______________________________________________________________________
 DL4959  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 DL4959  DYNAMIC HEIGHT  -        191.558 (meters)      628.47  (feet) COMP
 DL4959  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 DL4959
 DL4959  VERT ORDER      -  FIRST     CLASS II
 DL4959
 DL4959.The horizontal coordinates were determined by differentially corrected
 DL4959.hand held GPS observations or other comparable positioning techniques
 DL4959.and have an estimated accuracy of +/- 3 meters.
 DL4959
 DL4959.The orthometric height was determined by differential leveling and
 DL4959.adjusted by the NATIONAL GEODETIC SURVEY
 DL4959.in October 2009.
 DL4959
 DL4959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4959.GEOID18 height accuracy estimate available here.
 DL4959
 DL4959.Click photographs - Photos may exist for this station.
 DL4959
 DL4959.The dynamic height is computed by dividing the NAVD 88
 DL4959.geopotential number by the normal gravity value computed on the
 DL4959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4959.degrees latitude (g = 980.6199 gals.).
 DL4959
 DL4959.The modeled gravity was interpolated from observed gravity values.
 DL4959
 DL4959;                    North         East    Units  Estimated Accuracy
 DL4959;SPC MI S     -   192,928.6   4,041,871.3     MT  (+/- 3 meters HH1 GPS) 
 DL4959
 DL4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6849190937(NAD 83)
 DL4959
 DL4959                          SUPERSEDED SURVEY CONTROL
 DL4959
 DL4959.No superseded survey control is available for this station.
 DL4959
 DL4959_MARKER: DD = SURVEY DISK
 DL4959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4959_STAMPING: 73612 2008
 DL4959_MARK LOGO: MIDT
 DL4959_PROJECTION: FLUSH
 DL4959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4959+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4959
 DL4959  HISTORY     - Date     Condition        Report By
 DL4959  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4959
 DL4959                          STATION DESCRIPTION
 DL4959
 DL4959'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4959'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF CLIO, 4.6
 DL4959'MI (7.4 KM) NORTH-NORTHEAST OF MONTROSE AND 3.1 MI (5.0 KM)
 DL4959'WEST-SOUTHWEST OF BIRCH RUN.
 DL4959'
 DL4959'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4959'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4959'GO WEST ON BIRCH RUN ROAD FOR 3.0 MI (4.8 KM) TO MOORISH ROAD, TURN
 DL4959'LEFT AND GO SOUTH ON MOORISH ROAD FOR 1.0 MI (1.6 KM) TO BURT ROAD,
 DL4959'TURN RIGHT AND GO WEST ON BURT ROAD FOR 0.8 MI (1.3 KM) TO THE STATION
 DL4959'ON THE RIGHT.
 DL4959'
 DL4959'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4959'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4959'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4959'
 DL4959'THE STATION IS 0.1 MI (0.2 KM) EAST OF DRIVEWAY OPENING --5061--, AND
 DL4959'1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4958 ***********************************************************************
 DL4958  DESIGNATION -  73613
 DL4958  PID         -  DL4958
 DL4958  STATE/COUNTY-  MI/SAGINAW
 DL4958  COUNTRY     -  US
 DL4958  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4958
 DL4958                         *CURRENT SURVEY CONTROL
 DL4958  ______________________________________________________________________
 DL4958* NAD 83(1986) POSITION- 43 14 13.09   (N) 083 48 52.96   (W)   HD_HELD1
 DL4958* NAVD 88 ORTHO HEIGHT -   193.260 (meters)      634.05  (feet) ADJUSTED
 DL4958  ______________________________________________________________________
 DL4958  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 DL4958  DYNAMIC HEIGHT  -        193.215 (meters)      633.91  (feet) COMP
 DL4958  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 DL4958
 DL4958  VERT ORDER      -  FIRST     CLASS II
 DL4958
 DL4958.The horizontal coordinates were determined by differentially corrected
 DL4958.hand held GPS observations or other comparable positioning techniques
 DL4958.and have an estimated accuracy of +/- 3 meters.
 DL4958
 DL4958.The orthometric height was determined by differential leveling and
 DL4958.adjusted by the NATIONAL GEODETIC SURVEY
 DL4958.in October 2009.
 DL4958
 DL4958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4958.GEOID18 height accuracy estimate available here.
 DL4958
 DL4958.Click photographs - Photos may exist for this station.
 DL4958
 DL4958.The dynamic height is computed by dividing the NAVD 88
 DL4958.geopotential number by the normal gravity value computed on the
 DL4958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4958.degrees latitude (g = 980.6199 gals.).
 DL4958
 DL4958.The modeled gravity was interpolated from observed gravity values.
 DL4958
 DL4958;                    North         East    Units  Estimated Accuracy
 DL4958;SPC MI S     -   193,087.4   4,044,830.0     MT  (+/- 3 meters HH1 GPS) 
 DL4958
 DL4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7145590977(NAD 83)
 DL4958
 DL4958                          SUPERSEDED SURVEY CONTROL
 DL4958
 DL4958.No superseded survey control is available for this station.
 DL4958
 DL4958_MARKER: DD = SURVEY DISK
 DL4958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4958_STAMPING: 73613 2008
 DL4958_MARK LOGO: MIDT
 DL4958_PROJECTION: FLUSH
 DL4958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4958+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4958
 DL4958  HISTORY     - Date     Condition        Report By
 DL4958  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4958
 DL4958                          STATION DESCRIPTION
 DL4958
 DL4958'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4958'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHWEST OF CLIO, 5.7 MI
 DL4958'(9.2 KM) NORTHEAST OF MONTROSE AND 1.4 MI (2.3 KM) SOUTHWEST OF BIRCH
 DL4958'RUN.
 DL4958'
 DL4958'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4958'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4958'GO WEST ON BIRCH RUN ROAD FOR 2.0 MI (3.2 KM) TO ELMS ROAD, TURN LEFT
 DL4958'AND GO SOUTH ON ELMS ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DL4958'RIGHT.
 DL4958'
 DL4958'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4958'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4958'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4958'
 DL4958'THE STATION IS 0.1 MI (0.2 KM) NORTH OF THE JUNCTION OF ELMS ROAD WITH
 DL4958'BURT ROAD, 20 FT (6.1 M) WEST OF EDGE OF PAVEMENT OF ELMS ROAD, AND 1
 DL4958'FT (0.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4957 ***********************************************************************
 DL4957  DESIGNATION -  73614
 DL4957  PID         -  DL4957
 DL4957  STATE/COUNTY-  MI/SAGINAW
 DL4957  COUNTRY     -  US
 DL4957  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4957
 DL4957                         *CURRENT SURVEY CONTROL
 DL4957  ______________________________________________________________________
 DL4957* NAD 83(2011) POSITION- 43 14 08.82738(N) 083 47 16.45860(W)   ADJUSTED
 DL4957* NAD 83(2011) ELLIP HT-   162.148 (meters)        (06/27/12)   ADJUSTED
 DL4957* NAD 83(2011) EPOCH   -  2010.00
 DL4957* NAVD 88 ORTHO HEIGHT -   196.322 (meters)      644.10  (feet) ADJUSTED
 DL4957  ______________________________________________________________________
 DL4957  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 DL4957  NAD 83(2011) X  -    503,623.794 (meters)                     COMP
 DL4957  NAD 83(2011) Y  - -4,626,838.807 (meters)                     COMP
 DL4957  NAD 83(2011) Z  -  4,346,733.525 (meters)                     COMP
 DL4957  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DL4957  DYNAMIC HEIGHT  -        196.277 (meters)      643.95  (feet) COMP
 DL4957  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 DL4957
 DL4957  VERT ORDER      -  FIRST     CLASS II
 DL4957
 DL4957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4957  Standards:
 DL4957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4957  -------------------------------------------------------------------
 DL4957  NETWORK    0.26   0.53           0.12   0.09   0.27      0.04196620
 DL4957  -------------------------------------------------------------------
 DL4957  Click here for local accuracies and other accuracy information.
 DL4957
 DL4957.The horizontal coordinates were established by GPS observations
 DL4957.and adjusted by the National Geodetic Survey in June 2012.
 DL4957
 DL4957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4957.been affixed to the stable North American tectonic plate. See 
 DL4957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4957
 DL4957.The horizontal coordinates are valid at the epoch date displayed above
 DL4957.which is a decimal equivalence of Year/Month/Day.
 DL4957
 DL4957.The orthometric height was determined by differential leveling and
 DL4957.adjusted by the NATIONAL GEODETIC SURVEY
 DL4957.in October 2009.
 DL4957
 DL4957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4957.GEOID18 height accuracy estimate available here.
 DL4957
 DL4957.Click photographs - Photos may exist for this station.
 DL4957
 DL4957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4957
 DL4957.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4957
 DL4957.The ellipsoidal height was determined by GPS observations
 DL4957.and is referenced to NAD 83.
 DL4957
 DL4957.The dynamic height is computed by dividing the NAVD 88
 DL4957.geopotential number by the normal gravity value computed on the
 DL4957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4957.degrees latitude (g = 980.6199 gals.).
 DL4957
 DL4957.The modeled gravity was interpolated from observed gravity values.
 DL4957
 DL4957. The following values were computed from the NAD 83(2011) position.
 DL4957
 DL4957;                    North         East     Units Scale Factor Converg.
 DL4957;SPC MI S     -   192,970.511 4,047,008.050   MT  0.99992559   +0 23 37.9
 DL4957;SPC MI S     -   633,105.35 13,277,585.47   iFT  0.99992559   +0 23 37.9
 DL4957;UTM  17      - 4,790,773.048   273,627.638   MT  1.00023042   -1 54 37.9
 DL4957
 DL4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4957!SPC MI S     -   0.99997457  x   0.99992559  =   0.99990016
 DL4957!UTM  17      -   0.99997457  x   1.00023042  =   1.00020499
 DL4957
 DL4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7362790773(NAD 83)
 DL4957
 DL4957                          SUPERSEDED SURVEY CONTROL
 DL4957
 DL4957  NAD 83(2007)-  43 14 08.82750(N)    083 47 16.45929(W) AD(2002.00) B
 DL4957  ELLIP H (10/23/09)  162.164  (m)                       GP(2002.00) 3 1
 DL4957
 DL4957.Superseded values are not recommended for survey control.
 DL4957
 DL4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4957.See file dsdata.pdf to determine how the superseded data were derived.
 DL4957
 DL4957_MARKER: DD = SURVEY DISK
 DL4957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4957_STAMPING: 73614 2008
 DL4957_MARK LOGO: MIDT
 DL4957_PROJECTION: FLUSH
 DL4957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4957+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2021
 DL4957
 DL4957  HISTORY     - Date     Condition        Report By
 DL4957  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4957  HISTORY     - 20210603 GOOD             MIDT
 DL4957
 DL4957                          STATION DESCRIPTION
 DL4957
 DL4957'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4957'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF MONTROSE,
 DL4957'4.9 MI (7.9 KM) NORTHWEST OF CLIO AND 1.1 MI (1.8 KM) SOUTH-SOUTHEAST
 DL4957'OF BIRCH RUN.
 DL4957'
 DL4957'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4957'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4957'GO WEST ON BIRCH RUN ROAD FOR 1.0 MI (1.6 KM) TO CHURCH STREET ON THE
 DL4957'LEFT, TURN LEFT AND GO SOUTH ON CHURCH STREET FOR 1.0 MI (1.6 KM) TO
 DL4957'BURT ROAD, TURN LEFT AND GO EAST ON BURT ROAD FOR 0.35 MI (0.6 KM) TO
 DL4957'THE STATION ON THE LEFT.
 DL4957'
 DL4957'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4957'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4957'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4957'
 DL4957'THE STATION IS 24 FT (7.3 M) WEST OF CENTER OF A FIELD ENTRANCE, 13 FT
 DL4957'(4.0 M) NORTH OF EDGE OF PAVEMENT OF BURT ROAD, AND 1 FT (0.3 M) SOUTH
 DL4957'OF AN ORANGE CARSONITE WITNESS POST.
 DL4957
 DL4957                          STATION RECOVERY (2021)
 DL4957
 DL4957'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 DL4957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4956 ***********************************************************************
 DL4956  DESIGNATION -  73615
 DL4956  PID         -  DL4956
 DL4956  STATE/COUNTY-  MI/SAGINAW
 DL4956  COUNTRY     -  US
 DL4956  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4956
 DL4956                         *CURRENT SURVEY CONTROL
 DL4956  ______________________________________________________________________
 DL4956* NAD 83(1986) POSITION- 43 13 30.82   (N) 083 46 29.25   (W)   HD_HELD1
 DL4956* NAVD 88 ORTHO HEIGHT -   200.752 (meters)      658.63  (feet) ADJUSTED
 DL4956  ______________________________________________________________________
 DL4956  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 DL4956  DYNAMIC HEIGHT  -        200.705 (meters)      658.48  (feet) COMP
 DL4956  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 DL4956
 DL4956  VERT ORDER      -  FIRST     CLASS II
 DL4956
 DL4956.The horizontal coordinates were determined by differentially corrected
 DL4956.hand held GPS observations or other comparable positioning techniques
 DL4956.and have an estimated accuracy of +/- 3 meters.
 DL4956
 DL4956.The orthometric height was determined by differential leveling and
 DL4956.adjusted by the NATIONAL GEODETIC SURVEY
 DL4956.in October 2009.
 DL4956
 DL4956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4956.GEOID18 height accuracy estimate available here.
 DL4956
 DL4956.Click photographs - Photos may exist for this station.
 DL4956
 DL4956.The dynamic height is computed by dividing the NAVD 88
 DL4956.geopotential number by the normal gravity value computed on the
 DL4956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4956.degrees latitude (g = 980.6199 gals.).
 DL4956
 DL4956.The modeled gravity was interpolated from observed gravity values.
 DL4956
 DL4956;                    North         East    Units  Estimated Accuracy
 DL4956;SPC MI S     -   191,805.1   4,048,081.4     MT  (+/- 3 meters HH1 GPS) 
 DL4956
 DL4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7465389565(NAD 83)
 DL4956
 DL4956                          SUPERSEDED SURVEY CONTROL
 DL4956
 DL4956.No superseded survey control is available for this station.
 DL4956
 DL4956_MARKER: DD = SURVEY DISK
 DL4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4956_STAMPING: 73615 2008
 DL4956_MARK LOGO: MIDT
 DL4956_PROJECTION: FLUSH
 DL4956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4956+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 DL4956
 DL4956  HISTORY     - Date     Condition        Report By
 DL4956  HISTORY     - 20080513 MONUMENTED       COLEM
 DL4956
 DL4956                          STATION DESCRIPTION
 DL4956
 DL4956'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4956'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DL4956'MONTROSE, 3.9 MI (6.3 KM) NORTH-NORTHWEST OF CLIO AND 2.0 MI (3.2 KM)
 DL4956'SOUTH-SOUTHEAST OF BIRCH RUN.
 DL4956'
 DL4956'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4956'HIGHWAY 23) WITH STATE HIGHWAY 57 (VIENNA ROAD) (EXIT 131), LOCATED IN
 DL4956'CLIO, MI, GO WEST ON STATE HIGHWAY 57 FOR 0.3 MI (0.5 KM) TO LINDEN
 DL4956'ROAD, TURN RIGHT AND GO NORTH ON LINDEN ROAD FOR 3.0 MI (4.8 KM) TO
 DL4956'WILLARD ROAD, CONTINUE NORTH ON BEYER ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL4956'STATION ON THE LEFT.  (LINDEN ROAD BECOMES BEYER ROAD AT COUNTY LINE).
 DL4956'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4956'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4956'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4956'
 DL4956'THE STATION IS 240 FT (73.2 M) SOUTH OF DRIVEWAY OPENING --13670--, 8
 DL4956'FT (2.4 M) WEST OF EDGE OF PAVEMENT OF BEYER ROAD, AND 1 FT (0.3 M)
 DL4956'EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4971 ***********************************************************************
 DL4971  DESIGNATION -  73616
 DL4971  PID         -  DL4971
 DL4971  STATE/COUNTY-  MI/SAGINAW
 DL4971  COUNTRY     -  US
 DL4971  USGS QUAD   -  SAGINAW NE (2017)
 DL4971
 DL4971                         *CURRENT SURVEY CONTROL
 DL4971  ______________________________________________________________________
 DL4971* NAD 83(1986) POSITION- 43 27 19.85   (N) 083 51 49.32   (W)   HD_HELD1
 DL4971* NAVD 88 ORTHO HEIGHT -   179.196 (meters)      587.91  (feet) ADJUSTED
 DL4971  ______________________________________________________________________
 DL4971  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 DL4971  DYNAMIC HEIGHT  -        179.158 (meters)      587.79  (feet) COMP
 DL4971  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 DL4971
 DL4971  VERT ORDER      -  FIRST     CLASS II
 DL4971
 DL4971.The horizontal coordinates were determined by differentially corrected
 DL4971.hand held GPS observations or other comparable positioning techniques
 DL4971.and have an estimated accuracy of +/- 3 meters.
 DL4971
 DL4971.The orthometric height was determined by differential leveling and
 DL4971.adjusted by the NATIONAL GEODETIC SURVEY
 DL4971.in October 2009.
 DL4971
 DL4971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4971.GEOID18 height accuracy estimate available here.
 DL4971
 DL4971.Click photographs - Photos may exist for this station.
 DL4971
 DL4971.The dynamic height is computed by dividing the NAVD 88
 DL4971.geopotential number by the normal gravity value computed on the
 DL4971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4971.degrees latitude (g = 980.6199 gals.).
 DL4971
 DL4971.The modeled gravity was interpolated from observed gravity values.
 DL4971
 DL4971;                    North         East    Units  Estimated Accuracy
 DL4971;SPC MI S     -   217,340.8   4,040,706.1     MT  (+/- 3 meters HH1 GPS) 
 DL4971
 DL4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6831015384(NAD 83)
 DL4971
 DL4971                          SUPERSEDED SURVEY CONTROL
 DL4971
 DL4971.No superseded survey control is available for this station.
 DL4971
 DL4971_MARKER: DD = SURVEY DISK
 DL4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4971_STAMPING: 73616 2008
 DL4971_MARK LOGO: MIDT
 DL4971_PROJECTION: FLUSH
 DL4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4971+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 DL4971
 DL4971  HISTORY     - Date     Condition        Report By
 DL4971  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4971  HISTORY     - 20140612 GOOD             INDIV
 DL4971
 DL4971                          STATION DESCRIPTION
 DL4971
 DL4971'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4971'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF REESE, 6.7 MI
 DL4971'(10.8 KM) NORTH OF BRIDGEPORT AND 5.0 MI (8.0 KM) EAST-NORTHEAST OF
 DL4971'SAGINAW.
 DL4971'
 DL4971'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4971'HIGHWAY 23) WITH STATE HIGHWAY 81 (WASHINGTON ROAD), LOCATED IN THE
 DL4971'CITY OF SAGINAW, MI, GO EAST ON STATE HIGHWAY 81 FOR 0.85 MI (1.4 KM)
 DL4971'TO INDIANTOWN ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ON
 DL4971'INDIANTOWN ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL4971'
 DL4971'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4971'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4971'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4971'
 DL4971'THE STATION IS 7.5 FT (2.3 M) SOUTHEAST OF EDGE OF PAVEMENT OF
 DL4971'INDIANTOWN ROAD, 6 FT (1.8 M) NORTHEAST OF A CULTIVATED FIELD, AND 3.3
 DL4971'FT (1.0 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4971
 DL4971                          STATION RECOVERY (2014)
 DL4971
 DL4971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DB)
 DL4971'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4972 ***********************************************************************
 DL4972  DESIGNATION -  73617
 DL4972  PID         -  DL4972
 DL4972  STATE/COUNTY-  MI/SAGINAW
 DL4972  COUNTRY     -  US
 DL4972  USGS QUAD   -  SAGINAW NE (2017)
 DL4972
 DL4972                         *CURRENT SURVEY CONTROL
 DL4972  ______________________________________________________________________
 DL4972* NAD 83(1986) POSITION- 43 27 53.27   (N) 083 50 34.77   (W)   HD_HELD1
 DL4972* NAVD 88 ORTHO HEIGHT -   178.841 (meters)      586.75  (feet) ADJUSTED
 DL4972  ______________________________________________________________________
 DL4972  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 DL4972  DYNAMIC HEIGHT  -        178.803 (meters)      586.62  (feet) COMP
 DL4972  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 DL4972
 DL4972  VERT ORDER      -  FIRST     CLASS II
 DL4972
 DL4972.The horizontal coordinates were determined by differentially corrected
 DL4972.hand held GPS observations or other comparable positioning techniques
 DL4972.and have an estimated accuracy of +/- 3 meters.
 DL4972
 DL4972.The orthometric height was determined by differential leveling and
 DL4972.adjusted by the NATIONAL GEODETIC SURVEY
 DL4972.in October 2009.
 DL4972
 DL4972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4972.GEOID18 height accuracy estimate available here.
 DL4972
 DL4972.Click photographs - Photos may exist for this station.
 DL4972
 DL4972.The dynamic height is computed by dividing the NAVD 88
 DL4972.geopotential number by the normal gravity value computed on the
 DL4972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4972.degrees latitude (g = 980.6199 gals.).
 DL4972
 DL4972.The modeled gravity was interpolated from observed gravity values.
 DL4972
 DL4972;                    North         East    Units  Estimated Accuracy
 DL4972;SPC MI S     -   218,382.3   4,042,375.6     MT  (+/- 3 meters HH1 GPS) 
 DL4972
 DL4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7002116358(NAD 83)
 DL4972
 DL4972                          SUPERSEDED SURVEY CONTROL
 DL4972
 DL4972.No superseded survey control is available for this station.
 DL4972
 DL4972_MARKER: DD = SURVEY DISK
 DL4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4972_STAMPING: 73617 2008
 DL4972_MARK LOGO: MIDT
 DL4972_PROJECTION: FLUSH
 DL4972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4972+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4972
 DL4972  HISTORY     - Date     Condition        Report By
 DL4972  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4972
 DL4972                          STATION DESCRIPTION
 DL4972
 DL4972'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4972'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DL4972'BRIDGEPORT, 7.4 MI (11.9 KM) WEST OF REESE AND 6.3 MI (10.1 KM)
 DL4972'EAST-NORTHEAST OF SAGINAW.
 DL4972'
 DL4972'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4972'HIGHWAY 23) WITH STATE HIGHWAY 81 (WASHINGTON ROAD), LOCATED IN THE
 DL4972'CITY OF SAGINAW, MI, GO EAST ON STATE HIGHWAY 81 FOR 0.85 MI (1.4 KM)
 DL4972'TO INDIANTOWN ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ON
 DL4972'INDIANTOWN ROAD FOR 1.85 MI (3.0 KM) TO THE STATION ON THE LEFT.
 DL4972'
 DL4972'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4972'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4972'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4972'
 DL4972'THE STATION IS 290 FT (88.4 M) WEST OF DRIVEWAY OPENING --5805--, 5 FT
 DL4972'(1.5 M) NORTH OF EDGE OF PAVEMENT OF INDIANTOWN ROAD, 5 FT (1.5 M)
 DL4972'SOUTH OF A CULTIVATED FIELD, AND 1 FT (0.3 M) SOUTH OF AN ORANGE
 DL4972'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4973 ***********************************************************************
 DL4973  DESIGNATION -  73618
 DL4973  PID         -  DL4973
 DL4973  STATE/COUNTY-  MI/SAGINAW
 DL4973  COUNTRY     -  US
 DL4973  USGS QUAD   -  SAGINAW NE (2017)
 DL4973
 DL4973                         *CURRENT SURVEY CONTROL
 DL4973  ______________________________________________________________________
 DL4973* NAD 83(1986) POSITION- 43 29 00.99   (N) 083 50 14.80   (W)   HD_HELD1
 DL4973* NAVD 88 ORTHO HEIGHT -   177.846 (meters)      583.48  (feet) ADJUSTED
 DL4973  ______________________________________________________________________
 DL4973  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 DL4973  DYNAMIC HEIGHT  -        177.809 (meters)      583.36  (feet) COMP
 DL4973  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DL4973
 DL4973  VERT ORDER      -  FIRST     CLASS II
 DL4973
 DL4973.The horizontal coordinates were determined by differentially corrected
 DL4973.hand held GPS observations or other comparable positioning techniques
 DL4973.and have an estimated accuracy of +/- 3 meters.
 DL4973
 DL4973.The orthometric height was determined by differential leveling and
 DL4973.adjusted by the NATIONAL GEODETIC SURVEY
 DL4973.in October 2009.
 DL4973
 DL4973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4973.GEOID18 height accuracy estimate available here.
 DL4973
 DL4973.Click photographs - Photos may exist for this station.
 DL4973
 DL4973.The dynamic height is computed by dividing the NAVD 88
 DL4973.geopotential number by the normal gravity value computed on the
 DL4973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4973.degrees latitude (g = 980.6199 gals.).
 DL4973
 DL4973.The modeled gravity was interpolated from observed gravity values.
 DL4973
 DL4973;                    North         East    Units  Estimated Accuracy
 DL4973;SPC MI S     -   220,475.0   4,042,811.4     MT  (+/- 3 meters HH1 GPS) 
 DL4973
 DL4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7054118432(NAD 83)
 DL4973
 DL4973                          SUPERSEDED SURVEY CONTROL
 DL4973
 DL4973.No superseded survey control is available for this station.
 DL4973
 DL4973_MARKER: DD = SURVEY DISK
 DL4973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4973_STAMPING: 73618 2008
 DL4973_MARK LOGO: MIDT
 DL4973_PROJECTION: FLUSH
 DL4973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4973+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4973
 DL4973  HISTORY     - Date     Condition        Report By
 DL4973  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4973
 DL4973                          STATION DESCRIPTION
 DL4973
 DL4973'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4973'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF BAY
 DL4973'CITY, 7.5 MI (12.1 KM) WEST-NORTHWEST OF REESE AND 7.2 MI (11.6 KM)
 DL4973'NORTHEAST OF SAGINAW.
 DL4973'
 DL4973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4973'ROAD) WITH STATE HIGHWAY 138 (MUNGER ROAD), LOCATED APPROXIMATELY 6.5
 DL4973'MI (10.5 KM) SOUTHEAST OF THE CITY OF BAY CITY, MI, GO WEST ON STATE
 DL4973'HIGHWAY 138 FOR 1.5 MI (2.4 KM) TO PORTSMOUTH ROAD, TURN LEFT AND GO
 DL4973'SOUTH ON PORTSMOUTH ROAD FOR 2.5 MI (4.0 KM) TO OTSEGO ROAD ON THE
 DL4973'RIGHT, CONTINUE SOUTH ON PORTSMOUTH ROAD FOR 0.2 MI (0.3 KM) TO THE
 DL4973'STATION ON THE LEFT.
 DL4973'
 DL4973'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4973'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4973'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4973'
 DL4973'THE STATION IS 105 FT (32.0 M) SOUTH-SOUTHEAST OF A METAL POST FOR A
 DL4973'--DO NOT PASS-- SIGN, 20 FT (6.1 M) EAST OF EDGE OF PAVEMENT OF
 DL4973'PORTSMOUTH ROAD, 15 FT (4.6 M) SOUTH-SOUTHEAST OF A CATCH BASIN COVER,
 DL4973'AND 1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4974 ***********************************************************************
 DL4974  DESIGNATION -  73619
 DL4974  PID         -  DL4974
 DL4974  STATE/COUNTY-  MI/SAGINAW
 DL4974  COUNTRY     -  US
 DL4974  USGS QUAD   -  ESSEXVILLE (2017)
 DL4974
 DL4974                         *CURRENT SURVEY CONTROL
 DL4974  ______________________________________________________________________
 DL4974* NAD 83(2011) POSITION- 43 30 28.14543(N) 083 50 01.26109(W)   ADJUSTED
 DL4974* NAD 83(2011) ELLIP HT-   144.404 (meters)        (06/27/12)   ADJUSTED
 DL4974* NAD 83(2011) EPOCH   -  2010.00
 DL4974* NAVD 88 ORTHO HEIGHT -   178.878 (meters)      586.87  (feet) ADJUSTED
 DL4974  ______________________________________________________________________
 DL4974  GEOID HEIGHT    -        -34.462 (meters)                     GEOID18
 DL4974  NAD 83(2011) X  -    497,696.033 (meters)                     COMP
 DL4974  NAD 83(2011) Y  - -4,606,591.573 (meters)                     COMP
 DL4974  NAD 83(2011) Z  -  4,368,691.214 (meters)                     COMP
 DL4974  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 DL4974  DYNAMIC HEIGHT  -        178.842 (meters)      586.75  (feet) COMP
 DL4974  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 DL4974
 DL4974  VERT ORDER      -  FIRST     CLASS II
 DL4974
 DL4974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4974  Standards:
 DL4974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4974  -------------------------------------------------------------------
 DL4974  NETWORK    0.35   0.51           0.17   0.10   0.26      0.02897713
 DL4974  -------------------------------------------------------------------
 DL4974  Click here for local accuracies and other accuracy information.
 DL4974
 DL4974.The horizontal coordinates were established by GPS observations
 DL4974.and adjusted by the National Geodetic Survey in June 2012.
 DL4974
 DL4974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4974.been affixed to the stable North American tectonic plate. See 
 DL4974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4974
 DL4974.The horizontal coordinates are valid at the epoch date displayed above
 DL4974.which is a decimal equivalence of Year/Month/Day.
 DL4974
 DL4974.The orthometric height was determined by differential leveling and
 DL4974.adjusted by the NATIONAL GEODETIC SURVEY
 DL4974.in October 2009.
 DL4974
 DL4974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4974.GEOID18 height accuracy estimate available here.
 DL4974
 DL4974.Click photographs - Photos may exist for this station.
 DL4974
 DL4974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4974
 DL4974.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4974
 DL4974.The ellipsoidal height was determined by GPS observations
 DL4974.and is referenced to NAD 83.
 DL4974
 DL4974.The dynamic height is computed by dividing the NAVD 88
 DL4974.geopotential number by the normal gravity value computed on the
 DL4974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4974.degrees latitude (g = 980.6199 gals.).
 DL4974
 DL4974.The modeled gravity was interpolated from observed gravity values.
 DL4974
 DL4974. The following values were computed from the NAD 83(2011) position.
 DL4974
 DL4974;                    North         East     Units Scale Factor Converg.
 DL4974;SPC MI S     -   223,166.499 4,043,098.579   MT  0.99996594   +0 21 45.8
 DL4974;SPC MI S     -   732,173.55 13,264,759.12   iFT  0.99996594   +0 21 45.8
 DL4974;UTM  17      - 4,821,110.964   270,937.311   MT  1.00024545   -1 57 06.1
 DL4974
 DL4974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4974!SPC MI S     -   0.99997736  x   0.99996594  =   0.99994330
 DL4974!UTM  17      -   0.99997736  x   1.00024545  =   1.00022280
 DL4974
 DL4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7093721110(NAD 83)
 DL4974
 DL4974                          SUPERSEDED SURVEY CONTROL
 DL4974
 DL4974  NAD 83(2007)-  43 30 28.14562(N)    083 50 01.26196(W) AD(2002.00) B
 DL4974  ELLIP H (10/23/09)  144.427  (m)                       GP(2002.00) 3 1
 DL4974
 DL4974.Superseded values are not recommended for survey control.
 DL4974
 DL4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4974.See file dsdata.pdf to determine how the superseded data were derived.
 DL4974
 DL4974_MARKER: DD = SURVEY DISK
 DL4974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4974_STAMPING: 73619 2008
 DL4974_MARK LOGO: MIDT
 DL4974_PROJECTION: FLUSH
 DL4974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4974+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 DL4974
 DL4974  HISTORY     - Date     Condition        Report By
 DL4974  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4974  HISTORY     - 20111101 GOOD             WOOLPT
 DL4974  HISTORY     - 20200615 GOOD             MIDT
 DL4974
 DL4974                          STATION DESCRIPTION
 DL4974
 DL4974'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4974'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF REESE,
 DL4974'7.4 MI (11.9 KM) SOUTH OF ESSEXVILLE AND 6.6 MI (10.6 KM)
 DL4974'SOUTH-SOUTHEAST OF BAY CITY.
 DL4974'
 DL4974'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 (TUSCOLA
 DL4974'ROAD) WITH STATE HIGHWAY 138 (MUNGER ROAD), LOCATED APPROXIMATELY 6.5
 DL4974'MI (10.5 KM) SOUTHEAST OF THE CITY OF BAY CITY, MI, GO WEST ON STATE
 DL4974'HIGHWAY 138 FOR 1.5 MI (2.4 KM) TO PORTSMOUTH ROAD, TURN LEFT AND GO
 DL4974'SOUTH ON PORTSMOUTH ROAD FOR 1.0 MI (1.6 KM) TO RITTER ROAD, TURN LEFT
 DL4974'AND GO EAST ON RITTER ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DL4974'RIGHT.
 DL4974'
 DL4974'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4974'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4974'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4974'
 DL4974'THE STATION IS 330 FT (100.6 M) WEST OF EXTENDED CENTER OF DRIVEWAY
 DL4974'OPENING --6183--, 7.5 FT (2.3 M) SOUTH OF EDGE OF PAVEMENT OF RITTER
 DL4974'ROAD, AND 2 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4974
 DL4974                          STATION RECOVERY (2011)
 DL4974
 DL4974'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 DL4974'RECOVERED IN GOOD CONDITION.
 DL4974
 DL4974                          STATION RECOVERY (2020)
 DL4974
 DL4974'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6101 ***********************************************************************
 DN6101  DESIGNATION -  73620
 DN6101  PID         -  DN6101
 DN6101  STATE/COUNTY-  MI/SAGINAW
 DN6101  COUNTRY     -  US
 DN6101  USGS QUAD   -  REESE (2017)
 DN6101
 DN6101                         *CURRENT SURVEY CONTROL
 DN6101  ______________________________________________________________________
 DN6101* NAD 83(1986) POSITION- 43 24 25.4    (N) 083 43 35.5    (W)   HD_HELD2
 DN6101* NAVD 88 ORTHO HEIGHT -   195.843 (meters)      642.53  (feet) ADJUSTED
 DN6101  ______________________________________________________________________
 DN6101  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 DN6101  DYNAMIC HEIGHT  -        195.801 (meters)      642.39  (feet) COMP
 DN6101  MODELED GRAVITY -    980,398.6   (mgal)                       NAVD 88
 DN6101
 DN6101  VERT ORDER      -  SECOND    CLASS I
 DN6101
 DN6101.The horizontal coordinates were established by autonomous hand held GPS
 DN6101.observations and have an estimated accuracy of +/- 10 meters.
 DN6101
 DN6101.The orthometric height was determined by differential leveling and
 DN6101.adjusted by the NATIONAL GEODETIC SURVEY
 DN6101.in October 2019.
 DN6101
 DN6101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6101.GEOID18 height accuracy estimate available here.
 DN6101
 DN6101.Click photographs - Photos may exist for this station.
 DN6101
 DN6101.The dynamic height is computed by dividing the NAVD 88
 DN6101.geopotential number by the normal gravity value computed on the
 DN6101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6101.degrees latitude (g = 980.6199 gals.).
 DN6101
 DN6101.The modeled gravity was interpolated from observed gravity values.
 DN6101
 DN6101;                    North         East    Units  Estimated Accuracy
 DN6101;SPC MI S     -   212,033.    4,051,848.      MT  (+/- 10 meters HH2 GPS)
 DN6101
 DN6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7923309630(NAD 83)
 DN6101
 DN6101                          SUPERSEDED SURVEY CONTROL
 DN6101
 DN6101  NAVD 88 (04/17/12)  195.832  (m)          642.49   (f) SUPERSEDED  2 1
 DN6101
 DN6101.Superseded values are not recommended for survey control.
 DN6101
 DN6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6101.See file dsdata.pdf to determine how the superseded data were derived.
 DN6101
 DN6101_MARKER: F = FLANGE-ENCASED ROD
 DN6101_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6101_STAMPING: 73620
 DN6101_MARK LOGO: NONE
 DN6101_PROJECTION: RECESSED 5 CENTIMETERS
 DN6101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6101+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6101_ROD/PIPE-DEPTH: 11.9 meters
 DN6101_SLEEVE-DEPTH  : 1.0 meters
 DN6101
 DN6101  HISTORY     - Date     Condition        Report By
 DN6101  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6101
 DN6101                          STATION DESCRIPTION
 DN6101
 DN6101'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6101'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 DN6101'VASSAR, 5.2 MI (8.4 KM) NORTH OF FRANKENMUTH AND 3.4 MI (5.5 KM)
 DN6101'SOUTH-SOUTHWEST OF REESE.
 DN6101'
 DN6101'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6101'7.8 MI (12.6 KM) TO M-83.  CONTINUE EAST ON M-46 FOR 0.57 MI (0.9 KM)
 DN6101'TO STATION ON THE RIGHT.
 DN6101'
 DN6101'THE STATION IS 43 FT (13.1 M) SOUTH OF THE CENTERLINE OF M-46, 110.5
 DN6101'FT (33.7 M) EAST-NORTHEAST OF POWER POLE, 260 FT (79.2 M)
 DN6101'WEST-NORTHWEST OF A POWER POLE, 2.9 FT (0.9 M) NORTH OF A CARSONITE
 DN6101'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6100 ***********************************************************************
 DN6100  DESIGNATION -  73621
 DN6100  PID         -  DN6100
 DN6100  STATE/COUNTY-  MI/SAGINAW
 DN6100  COUNTRY     -  US
 DN6100  USGS QUAD   -  SAGINAW NE (2017)
 DN6100
 DN6100                         *CURRENT SURVEY CONTROL
 DN6100  ______________________________________________________________________
 DN6100* NAD 83(1986) POSITION- 43 24 26.4    (N) 083 45 02.9    (W)   HD_HELD2
 DN6100* NAVD 88 ORTHO HEIGHT -   191.353 (meters)      627.80  (feet) ADJUSTED
 DN6100  ______________________________________________________________________
 DN6100  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 DN6100  DYNAMIC HEIGHT  -        191.311 (meters)      627.66  (feet) COMP
 DN6100  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 DN6100
 DN6100  VERT ORDER      -  SECOND    CLASS I
 DN6100
 DN6100.The horizontal coordinates were established by autonomous hand held GPS
 DN6100.observations and have an estimated accuracy of +/- 10 meters.
 DN6100
 DN6100.The orthometric height was determined by differential leveling and
 DN6100.adjusted by the NATIONAL GEODETIC SURVEY
 DN6100.in October 2019.
 DN6100
 DN6100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6100.GEOID18 height accuracy estimate available here.
 DN6100
 DN6100.Click photographs - Photos may exist for this station.
 DN6100
 DN6100.The dynamic height is computed by dividing the NAVD 88
 DN6100.geopotential number by the normal gravity value computed on the
 DN6100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6100.degrees latitude (g = 980.6199 gals.).
 DN6100
 DN6100.The modeled gravity was interpolated from observed gravity values.
 DN6100
 DN6100;                    North         East    Units  Estimated Accuracy
 DN6100;SPC MI S     -   212,049.    4,049,882.      MT  (+/- 10 meters HH2 GPS)
 DN6100
 DN6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7726809725(NAD 83)
 DN6100
 DN6100                          SUPERSEDED SURVEY CONTROL
 DN6100
 DN6100  NAVD 88 (04/17/12)  191.343  (m)          627.76   (f) SUPERSEDED  2 1
 DN6100
 DN6100.Superseded values are not recommended for survey control.
 DN6100
 DN6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6100.See file dsdata.pdf to determine how the superseded data were derived.
 DN6100
 DN6100_MARKER: F = FLANGE-ENCASED ROD
 DN6100_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6100_STAMPING: 73621
 DN6100_MARK LOGO: NONE
 DN6100_PROJECTION: RECESSED 10 CENTIMETERS
 DN6100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6100+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6100_ROD/PIPE-DEPTH: 14.1 meters
 DN6100_SLEEVE-DEPTH  : 1.0 meters
 DN6100
 DN6100  HISTORY     - Date     Condition        Report By
 DN6100  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6100
 DN6100                          STATION DESCRIPTION
 DN6100
 DN6100'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6100'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 DN6100'BRIDGEPORT, 5.3 MI (8.5 KM) NORTH OF FRANKENMUTH AND 4.0 MI (6.4 KM)
 DN6100'SOUTHWEST OF REESE.
 DN6100'
 DN6100'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6100'6.8 MI (10.9 KM) TO NORTH DEHMEL ROAD.  CONTINUE ON M-46 FOR 0.35 MI
 DN6100'(0.6 KM) TO STATION ON THE LEFT.
 DN6100'
 DN6100'THE STATION IS 36 FT (11.0 M) NORTH OF THE CENTERLINE OF M-46, 135 FT
 DN6100'(41.1 M) NORTHWEST OF FIRE HYDRANT.  292 FT (89.0 M) WEST-SOUTHWEST OF
 DN6100'A POWER POLE, 3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6098 ***********************************************************************
 DN6098  DESIGNATION -  73622
 DN6098  PID         -  DN6098
 DN6098  STATE/COUNTY-  MI/SAGINAW
 DN6098  COUNTRY     -  US
 DN6098  USGS QUAD   -  SAGINAW NE (2017)
 DN6098
 DN6098                         *CURRENT SURVEY CONTROL
 DN6098  ______________________________________________________________________
 DN6098* NAD 83(1986) POSITION- 43 24 26.1    (N) 083 48 20.6    (W)   HD_HELD2
 DN6098* NAVD 88 ORTHO HEIGHT -   186.212 (meters)      610.93  (feet) ADJUSTED
 DN6098  ______________________________________________________________________
 DN6098  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 DN6098  DYNAMIC HEIGHT  -        186.171 (meters)      610.80  (feet) COMP
 DN6098  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 DN6098
 DN6098  VERT ORDER      -  SECOND    CLASS I
 DN6098
 DN6098.The horizontal coordinates were established by autonomous hand held GPS
 DN6098.observations and have an estimated accuracy of +/- 10 meters.
 DN6098
 DN6098.The orthometric height was determined by differential leveling and
 DN6098.adjusted by the NATIONAL GEODETIC SURVEY
 DN6098.in October 2019.
 DN6098
 DN6098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6098.GEOID18 height accuracy estimate available here.
 DN6098
 DN6098.Click photographs - Photos may exist for this station.
 DN6098
 DN6098.The dynamic height is computed by dividing the NAVD 88
 DN6098.geopotential number by the normal gravity value computed on the
 DN6098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6098.degrees latitude (g = 980.6199 gals.).
 DN6098
 DN6098.The modeled gravity was interpolated from observed gravity values.
 DN6098
 DN6098;                    North         East    Units  Estimated Accuracy
 DN6098;SPC MI S     -   212,009.    4,045,434.      MT  (+/- 10 meters HH2 GPS)
 DN6098
 DN6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7282109864(NAD 83)
 DN6098
 DN6098                          SUPERSEDED SURVEY CONTROL
 DN6098
 DN6098  NAVD 88 (04/17/12)  186.206  (m)          610.91   (f) SUPERSEDED  2 1
 DN6098
 DN6098.Superseded values are not recommended for survey control.
 DN6098
 DN6098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6098.See file dsdata.pdf to determine how the superseded data were derived.
 DN6098
 DN6098_MARKER: F = FLANGE-ENCASED ROD
 DN6098_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6098_STAMPING: 73622
 DN6098_MARK LOGO: NONE
 DN6098_PROJECTION: RECESSED 3 CENTIMETERS
 DN6098_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6098+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6098_ROD/PIPE-DEPTH: 13.2 meters
 DN6098_SLEEVE-DEPTH  : 1.0 meters
 DN6098
 DN6098  HISTORY     - Date     Condition        Report By
 DN6098  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6098
 DN6098                          STATION DESCRIPTION
 DN6098
 DN6098'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6098'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF REESE,
 DN6098'6.2 MI (10.0 KM) NORTH-NORTHWEST OF FRANKENMUTH AND 5.1 MI (8.2 KM)
 DN6098'NORTHEAST OF BRIDGEPORT.
 DN6098'
 DN6098'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6098'4.4 MI (7.1 KM) TO EAST HOLLAND ROAD/OLD HOLLAND ROAD AND STATION ON
 DN6098'THE RIGHT.
 DN6098'
 DN6098'THE STATION IS 63 FT (19.2 M) SOUTHWEST OF THE CENTERLINE OF M-46, 38
 DN6098'FT (11.6 M) NORTH OF OLD HOLLAND ROAD/EAST HOLLAND ROAD.  14.3 FT (4.4
 DN6098'M) NORTHWEST OF A POWER POLE, 108 FT (32.9 M) EAST OF A FIRE HYDRANT,
 DN6098'2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6097 ***********************************************************************
 DN6097  DESIGNATION -  73623
 DN6097  PID         -  DN6097
 DN6097  STATE/COUNTY-  MI/SAGINAW
 DN6097  COUNTRY     -  US
 DN6097  USGS QUAD   -  SAGINAW NE (2017)
 DN6097
 DN6097                         *CURRENT SURVEY CONTROL
 DN6097  ______________________________________________________________________
 DN6097* NAD 83(1986) POSITION- 43 24 51.2    (N) 083 50 13.0    (W)   HD_HELD2
 DN6097* NAVD 88 ORTHO HEIGHT -   184.397 (meters)      604.98  (feet) ADJUSTED
 DN6097  ______________________________________________________________________
 DN6097  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 DN6097  DYNAMIC HEIGHT  -        184.358 (meters)      604.85  (feet) COMP
 DN6097  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 DN6097
 DN6097  VERT ORDER      -  SECOND    CLASS I
 DN6097
 DN6097.The horizontal coordinates were established by autonomous hand held GPS
 DN6097.observations and have an estimated accuracy of +/- 10 meters.
 DN6097
 DN6097.The orthometric height was determined by differential leveling and
 DN6097.adjusted by the NATIONAL GEODETIC SURVEY
 DN6097.in October 2019.
 DN6097
 DN6097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6097.GEOID18 height accuracy estimate available here.
 DN6097
 DN6097.Click photographs - Photos may exist for this station.
 DN6097
 DN6097.The dynamic height is computed by dividing the NAVD 88
 DN6097.geopotential number by the normal gravity value computed on the
 DN6097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6097.degrees latitude (g = 980.6199 gals.).
 DN6097
 DN6097.The modeled gravity was interpolated from observed gravity values.
 DN6097
 DN6097;                    North         East    Units  Estimated Accuracy
 DN6097;SPC MI S     -   212,767.    4,042,900.      MT  (+/- 10 meters HH2 GPS)
 DN6097
 DN6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7031910724(NAD 83)
 DN6097
 DN6097                          SUPERSEDED SURVEY CONTROL
 DN6097
 DN6097  NAVD 88 (04/17/12)  184.394  (m)          604.97   (f) SUPERSEDED  2 1
 DN6097
 DN6097.Superseded values are not recommended for survey control.
 DN6097
 DN6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6097.See file dsdata.pdf to determine how the superseded data were derived.
 DN6097
 DN6097_MARKER: F = FLANGE-ENCASED ROD
 DN6097_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6097_STAMPING: 73623
 DN6097_MARK LOGO: NONE
 DN6097_PROJECTION: RECESSED 10 CENTIMETERS
 DN6097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6097+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6097_ROD/PIPE-DEPTH: 11.9 meters
 DN6097_SLEEVE-DEPTH  : 1.0 meters
 DN6097
 DN6097  HISTORY     - Date     Condition        Report By
 DN6097  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6097
 DN6097                          STATION DESCRIPTION
 DN6097
 DN6097'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6097'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF REESE,
 DN6097'5.7 MI (9.2 KM) EAST OF SAGINAW AND 4.4 MI (7.1 KM) NORTH-NORTHEAST OF
 DN6097'BRIDGEPORT.
 DN6097'
 DN6097'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6097'2.7 MI (4.3 KM) TO PORTSMOUTH ROAD AND STATION ON THE RIGHT.
 DN6097'
 DN6097'THE STATION IS 55 FT (16.8 M) SOUTH OF THE CENTERLINE OF M-46, 62 FT
 DN6097'(18.9 M) EAST OF THE CENTERLINE OF PORTSMOUTH ROAD, 39 FT (11.9 M)
 DN6097'EAST OF A POWER POLE, 19 FT (5.8 M) SOUTHEAST OF A MANHOLE COVER, 140
 DN6097'FT (42.7 M) WEST OF A POWER POLE, 2.4 FT (0.7 M) NORTH OF A CARSONITE
 DN6097'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6096 ***********************************************************************
 DN6096  DESIGNATION -  73624
 DN6096  PID         -  DN6096
 DN6096  STATE/COUNTY-  MI/SAGINAW
 DN6096  COUNTRY     -  US
 DN6096  USGS QUAD   -  SAGINAW NE (2017)
 DN6096
 DN6096                         *CURRENT SURVEY CONTROL
 DN6096  ______________________________________________________________________
 DN6096* NAD 83(1986) POSITION- 43 24 52.9    (N) 083 52 01.4    (W)   HD_HELD2
 DN6096* NAVD 88 ORTHO HEIGHT -   184.629 (meters)      605.74  (feet) ADJUSTED
 DN6096  ______________________________________________________________________
 DN6096  GEOID HEIGHT    -        -34.334 (meters)                     GEOID18
 DN6096  DYNAMIC HEIGHT  -        184.590 (meters)      605.61  (feet) COMP
 DN6096  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DN6096
 DN6096  VERT ORDER      -  SECOND    CLASS I
 DN6096
 DN6096.The horizontal coordinates were established by autonomous hand held GPS
 DN6096.observations and have an estimated accuracy of +/- 10 meters.
 DN6096
 DN6096.The orthometric height was determined by differential leveling and
 DN6096.adjusted by the NATIONAL GEODETIC SURVEY
 DN6096.in October 2019.
 DN6096
 DN6096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6096.GEOID18 height accuracy estimate available here.
 DN6096
 DN6096.Click photographs - Photos may exist for this station.
 DN6096
 DN6096.The dynamic height is computed by dividing the NAVD 88
 DN6096.geopotential number by the normal gravity value computed on the
 DN6096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6096.degrees latitude (g = 980.6199 gals.).
 DN6096
 DN6096.The modeled gravity was interpolated from observed gravity values.
 DN6096
 DN6096;                    North         East    Units  Estimated Accuracy
 DN6096;SPC MI S     -   212,804.    4,040,461.      MT  (+/- 10 meters HH2 GPS)
 DN6096
 DN6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6788310860(NAD 83)
 DN6096
 DN6096                          SUPERSEDED SURVEY CONTROL
 DN6096
 DN6096  NAVD 88 (04/17/12)  184.628  (m)          605.73   (f) SUPERSEDED  2 1
 DN6096
 DN6096.Superseded values are not recommended for survey control.
 DN6096
 DN6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6096.See file dsdata.pdf to determine how the superseded data were derived.
 DN6096
 DN6096_MARKER: DD = SURVEY DISK
 DN6096_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN6096_SP_SET: BRIDGE WING WALL
 DN6096_STAMPING: 73624 2010
 DN6096_MARK LOGO: MIDT
 DN6096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6096+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2017
 DN6096
 DN6096  HISTORY     - Date     Condition        Report By
 DN6096  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6096  HISTORY     - 20170225 GOOD             SPICE
 DN6096
 DN6096                          STATION DESCRIPTION
 DN6096
 DN6096'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6096'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF
 DN6096'FRANKENMUTH, 4.2 MI (6.8 KM) EAST OF SAGINAW AND 3.9 MI (6.3 KM) NORTH
 DN6096'OF BRIDGEPORT.
 DN6096'
 DN6096'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46, GO EAST
 DN6096'ON M-46 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE LEFT.
 DN6096'
 DN6096'THE STATION IS 65 FT (19.8 M) NORTH OF THE CENTERLINE OF M-46, 570 FT
 DN6096'(173.7 M) EAST OF 4375 EAST HOLLAND AVENUE, 63 FT (19.2 M)
 DN6096'EAST-NORTHEAST OF A POWER POLE, 43 FT (13.1 M) NORTHEAST OF A CATCH
 DN6096'BASIN, 100 FT (30.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A RED
 DN6096'BUILDING FOR MJ MCCABE'S FOOD AND SPIRITS AND 4.6 FT (1.4 M) NORTH OF
 DN6096'A CARSONITE WITNESS POST.
 DN6096
 DN6096                          STATION RECOVERY (2017)
 DN6096
 DN6096'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2017 (ESB)
 DN6096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0588 ***********************************************************************
 NF0588  DESIGNATION -  737.0
 NF0588  PID         -  NF0588
 NF0588  STATE/COUNTY-  MI/VAN BUREN
 NF0588  COUNTRY     -  US
 NF0588  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0588
 NF0588                         *CURRENT SURVEY CONTROL
 NF0588  ______________________________________________________________________
 NF0588* NAD 83(1986) POSITION- 42 22 58.     (N) 085 57 25.     (W)   SCALED
 NF0588* NAVD 88 ORTHO HEIGHT -   224.297 (meters)      735.88  (feet) ADJUSTED
 NF0588  ______________________________________________________________________
 NF0588  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 NF0588  DYNAMIC HEIGHT  -        224.235 (meters)      735.68  (feet) COMP
 NF0588  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 NF0588
 NF0588  VERT ORDER      -  SECOND    CLASS 0
 NF0588
 NF0588.The horizontal coordinates were scaled from a map and have
 NF0588.an estimated accuracy of +/- 6 seconds.
 NF0588
 NF0588.The orthometric height was determined by differential leveling and
 NF0588.adjusted by the NATIONAL GEODETIC SURVEY
 NF0588.in June 1991.
 NF0588
 NF0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0588.GEOID18 height accuracy estimate available here.
 NF0588
 NF0588.Click photographs - Photos may exist for this station.
 NF0588
 NF0588.The dynamic height is computed by dividing the NAVD 88
 NF0588.geopotential number by the normal gravity value computed on the
 NF0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0588.degrees latitude (g = 980.6199 gals.).
 NF0588
 NF0588.The modeled gravity was interpolated from observed gravity values.
 NF0588
 NF0588;                    North         East    Units  Estimated Accuracy
 NF0588;SPC MI S     -    99,290.    3,869,050.      MT  (+/- 180 meters Scaled)
 NF0588
 NF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858928(NAD 83)
 NF0588
 NF0588                          SUPERSEDED SURVEY CONTROL
 NF0588
 NF0588  NGVD 29 (??/??/92)  224.432  (m)          736.32   (f) ADJ UNCH    2 0
 NF0588
 NF0588.Superseded values are not recommended for survey control.
 NF0588
 NF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0588.See file dsdata.pdf to determine how the superseded data were derived.
 NF0588
 NF0588_MARKER: Q = CHISELED SQUARE
 NF0588_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0588_SP_SET: STEP
 NF0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0588
 NF0588  HISTORY     - Date     Condition        Report By
 NF0588  HISTORY     - 1929     MONUMENTED       USGS
 NF0588  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0588
 NF0588                          STATION DESCRIPTION
 NF0588
 NF0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0588'IN BLOOMINGDALE.
 NF0588'AT BLOOMINGDALE, VAN BUREN COUNTY, ON THE MICHIGAN CENTRAL
 NF0588'RAILROAD, 110 FEET EAST OF THE CROSSING OF THE MAIN STREET,
 NF0588'NEAR THE QUARTER-SECTION CORNER BETWEEN SECTIONS 16 AND 17,
 NF0588'T 1 S, R 14 W, ON THE NORTH SIDE OF THE STREET, AT THE SMALL
 NF0588'STORE BUILDING FORMERLY OWNED BY A. HOLMES, AT THE CONCRETE
 NF0588'PORCH IN FRONT OF THE BUILDING, ON THE TOP OF THE WEST END OF THE
 NF0588'LOWER CONCRETE STEP, AND AT THE INSIDE EDGE OF THE SIDEWALK.
 NF0588'A CHISELED SQUARE MARKED 737.0.  NOTE-- UNABLE TO LOCATE THE
 NF0588'STORE BUILDING.  IT IS BELIEVE THAT IT HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0576 ***********************************************************************
 QK0576  DESIGNATION -  74 RESET
 QK0576  PID         -  QK0576
 QK0576  STATE/COUNTY-  MI/CHEBOYGAN
 QK0576  COUNTRY     -  US
 QK0576  USGS QUAD   -  CORDWOOD POINT (2017)
 QK0576
 QK0576                         *CURRENT SURVEY CONTROL
 QK0576  ______________________________________________________________________
 QK0576* NAD 83(1994) POSITION- 45 39 50.79779(N) 084 19 43.89852(W)   ADJUSTED
 QK0576* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0576  ______________________________________________________________________
 QK0576  GEOID HEIGHT    -        -36.303 (meters)                     GEOID18
 QK0576  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 QK0576  HORZ ORDER      -  FIRST
 QK0576
 QK0576.The horizontal coordinates were established by classical geodetic methods
 QK0576.and adjusted by the National Geodetic Survey in February 1997.
 QK0576
 QK0576.The orthometric height was scaled from a topographic map.
 QK0576
 QK0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0576.GEOID18 height accuracy estimate available here.
 QK0576
 QK0576.Click photographs - Photos may exist for this station.
 QK0576
 QK0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0576
 QK0576. The following values were computed from the NAD 83(1994) position.
 QK0576
 QK0576;                    North         East     Units Scale Factor Converg.
 QK0576;SPC MI C     -   260,856.299 6,002,946.221   MT  0.99999190   +0 01 36.1
 QK0576;SPC MI C     -   855,827.75 19,694,705.45   iFT  0.99999190   +0 01 36.1
 QK0576;UTM  16      - 5,060,199.443   708,078.800   MT  1.00013233   +1 54 40.4
 QK0576
 QK0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0576!SPC MI C     -   0.99997795  x   0.99999190  =   0.99996985
 QK0576!UTM  16      -   0.99997795  x   1.00013233  =   1.00011028
 QK0576
 QK0576:                Primary Azimuth Mark                     Grid Az
 QK0576:SPC MI C     -  LA FAYETTE                               349 49 59.9
 QK0576:UTM  16      -  LA FAYETTE                               347 56 55.6
 QK0576
 QK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0807860199(NAD 83)
 QK0576
 QK0576|---------------------------------------------------------------------|
 QK0576| PID    Reference Object                     Distance      Geod. Az  |
 QK0576|                                                           dddmmss.s |
 QK0576| QK0599 LA FAYETTE                          APPROX.12.1 KM 3495136.0 |
 QK0576|---------------------------------------------------------------------|
 QK0576
 QK0576                          SUPERSEDED SURVEY CONTROL
 QK0576
 QK0576  NAD 83(1986)-  45 39 50.78900(N)    084 19 43.89785(W) AD(       ) 1
 QK0576  NAD 27      -  45 39 50.74600(N)    084 19 43.81600(W) AD(       ) 1
 QK0576
 QK0576.Superseded values are not recommended for survey control.
 QK0576
 QK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0576.See file dsdata.pdf to determine how the superseded data were derived.
 QK0576
 QK0576_MARKER: S = SPIKE
 QK0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0576+STABILITY: SURFACE MOTION
 QK0576
 QK0576  HISTORY     - Date     Condition        Report By
 QK0576  HISTORY     - 1907     MONUMENTED       CGS
 QK0576  HISTORY     - 1927     GOOD             USLS
 QK0576  HISTORY     - 1956     GOOD             CGS
 QK0576  HISTORY     - 1958     GOOD             CGS
 QK0576  HISTORY     - 1977     GOOD             NGS
 QK0576
 QK0576                          STATION DESCRIPTION
 QK0576
 QK0576'DESCRIBED BY US LAKE SURVEY 1927
 QK0576'ON CORDWOOD POINT, ON SOUTH SHORE OF STRAITS OF MACKINAC, ON BEACH, 22
 QK0576'FEET FROM TOP OF 7-FOOT BANK.  ORIGINAL MARK, PROBABLY SPIKE IN POST,
 QK0576'WAS FOUND BROKEN OFF IN 1927 AND REPLACED BY SPIKE IN CONCRETE
 QK0576'MONUMENT, PROJECTING 6 INCHES ABOVE SURFACE OF GROUND.  REFERENCE MARK
 QK0576'IS CONCRETE MONUMENT, ON TOP OF BANK, NORTH OF ROAD, AND 32.85 FEET S.
 QK0576'32 DEG 26 MIN W. FROM STATION.
 QK0576
 QK0576                          STATION RECOVERY (1956)
 QK0576
 QK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0576'THE STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AND FOUND IN GOOD
 QK0576'CONDITION.
 QK0576'
 QK0576'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 QK0576'
 QK0576'THE STATION IS LOCATED ABOUT 7 MI. E OF CHEBOYGAN, ON THE S SHORE OF
 QK0576'LAKE HURON, NEAR THE PROPERTY LINE OF MR. WILLIAM OWENS AND STATE
 QK0576'OWNED LAND.  IT IS 40 FT. N OF THE CENTER OF A TRACK ROAD, 39 FT. S OF
 QK0576'THE BEACH LINE OF THE LAKE, AND 29 FT. NE OF A TRIANGULAR BLAZED
 QK0576'12-IN. PINE TREE.  THE MARK IS A STANDARD U.S. LAKE SURVEY
 QK0576'STATION-MARK DISK SET IN THE TOP OF A 6- BY 8-IN. CONCRETE POST WITH
 QK0576'THE LETTERS U.S. ON THE N TOP OF THE POST AND 1927 ON THE S TOP OF THE
 QK0576'POST.  THE MARK PROJECTS ABOUT 4 IN. AND THE DISK IS STAMPED 74 1907
 QK0576'1927 S.
 QK0576'
 QK0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 27 (IN
 QK0576'THE N EDGE OF CHEBOYGAN), GO E ON U.S. HIGHWAY 23 FOR 3.9 MI. TO
 QK0576'ELLIOTT CREEK BRIDGE.  CONTINUE E ON U.S. HIGHWAY 23 FOR 3.25 MI. TO A
 QK0576'CROSSROAD AND SIGN CORDWOOD SHORES ON THE LEFT. TURN LEFT AND FOLLOW
 QK0576'WOODS ROAD N TOWARDS LAKE HURON FOR 0.55 MI. TO A ROAD FORK.  BEAR
 QK0576'RIGHT AND FOLLOW A TRACK ROAD NE AND E FOR 0.1 MI. TO THE HOME OF MR.
 QK0576'OWENS.  CONTINUE E ON THE TRACK ROAD FOR 0.25 MI. TO A
 QK0576'TRIANGULAR-BLAZED 12-IN. PINE TREE ON THE LEFT AND THE STATION JUST N
 QK0576'AS DESCRIBED.
 QK0576'
 QK0576'REFERENCE MARK 1 IS 33.68 FT. SE OF THE STATION, SET ON THE BANK ABOUT
 QK0576'2 FT. HIGHER IN ELEVATION THAN THE STATION MARK, 12 FT. N OF THE
 QK0576'CENTER OF THE TRACK ROAD, AND 4 FT. NW OF A TRIANGULAR-BLAZED 15-IN.
 QK0576'PINE TREE.  THE MARK IS A STANDARD U.S. LAKE SURVEY REFERENCE-MARK
 QK0576'DISK SET IN THE TOP OF A 6-IN. CONCRETE CYLINDER PROJECTING ABOUT 6
 QK0576'IN. AND STAMPED 74 NO 1 1907 1927 S.
 QK0576'
 QK0576'REFERENCE MARK 2 IS 55.16 FT. NW OF THE STATION, 50 FT. S OF THE BEACH
 QK0576'LINE, AND 33 FT. N OF THE CENTER OF THE TRACK ROAD.  THE MARK IS A
 QK0576'STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISK SET IN THE TOP OF A
 QK0576'6-IN. CONCRETE CYLINDER PROJECTING ABOUT 6 IN. AND STAMPED 74 NO 2
 QK0576'1907 1927 S.
 QK0576
 QK0576                          STATION RECOVERY (1958)
 QK0576
 QK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KHF)
 QK0576'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0576'
 QK0576'HOW REACHED- THIS STATION IS ON THE SOUTH SHORE OF THE STRAITS OF
 QK0576'MACKINAC ON CORDWOOD POINT 2-1/2 MILES SOUTHEAST OF POES REEF
 QK0576'LIGHTHOUSE.  FROM THE INTERSECTION OF U.S. 23 AND CHEBOYGAN RIVER
 QK0576'BRIDGE IN CHEBOYGAN, MICHIGAN, GO EASTERLY ALONG U.S. 23 FOR 7.35
 QK0576'MILES TO CORDWOOD SHORES ROAD, TURN RIGHT ALONG WINDING ROAD TO NORTH
 QK0576'AND EAST FOR 0.7 MILES TO END OF ROAD AT THE RESIDENCE OF BILL OWENS,
 QK0576'CONTINUE ON FOOT ALONG SHORE OR ALONG DIRT ROAD FOR 0.3 MILE AND
 QK0576'VICINITY OF THE STATION.
 QK0576'
 QK0576'CONDITION AND DESCRIPTION OF CENTER MARK- THE STATION IS ON THE NORTH
 QK0576'END OF CORDWOOD POINT AT FOOT OF A SAND BANK, 38 FEET NORTH OF
 QK0576'CENTERLINE OF A DIRT ROAD AND 22 FEET NORTH OF BRUSH LINE, 55.16 FEET
 QK0576'SOUTH 82 DEG EAST OF REF. MON. NO 2, 33.62 FEET NORTH 23 DEG WEST OF
 QK0576'REF. MON. NO 1, 32.88 FEET NORTH 38 DEG EAST OF CONCRETE MONUMENT,
 QK0576'BEING A CROSS IN BRONZE DISC SET IN TOP OF 7 X 8 INCH CONCRETE
 QK0576'MONUMENT PROJECTING 1 FOOT ABOVE GROUND SURFACE.
 QK0576'
 QK0576'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO
 QK0576'CLEAR-GOOD VIEW OF LAKE AND SHORE LINE, 15 FEET TO CLEAR.
 QK0576'
 QK0576'CONDITION AND DESCRIPTION OF REFERENCE MARKS-REF. MON. NO 1 IS 15 FEET
 QK0576'NORTH OF DIRT ROAD, BEING A CROSS IN BRONZE DISC SET IN TOP OF A
 QK0576'CONCRETE POST WITH ARROW POINTING TO THE STATION.
 QK0576'
 QK0576'REF. MON. NO 2 IS AT THE EDGE OF THE WOODS BEING A CROSS IN A BRONZE
 QK0576'DISC SET IN TOP OF CONCRETE POST WITH ARROW POINTING TO STATION.
 QK0576
 QK0576                          STATION RECOVERY (1977)
 QK0576
 QK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0576'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 QK0576'IS ADEQUATE WITH THE FOLLOWING CHANGES.  UPON TURNING LEFT ONTO
 QK0576'CORDWOOD POINT ROAD, PROCEED FOR ABOUT 300 FEET TO RIDGEVIEW DRIVE ON
 QK0576'THE RIGHT.  PROCEED DOWN RIDGEVIEW FOR 0.2 MILES TO BIRCHWOOD DRIVE ON
 QK0576'THE LEFT. PROCEED DOWN 0.3 MILES TO A T INTERSECTION (CORDWOOD TRAIL)
 QK0576'AHEAD AND TO THE LEFT IS A COTTAGE OWNED BY HONEY AND PAPPY ZALNER.
 QK0576'THE STATION IS LOCATED IN A BOARDWALK LOADING TO THE BEACH FROM
 QK0576'ZALNERS COTTAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0615 ***********************************************************************
 OJ0615  DESIGNATION -  74001
 OJ0615  PID         -  OJ0615
 OJ0615  STATE/COUNTY-  MI/SANILAC
 OJ0615  COUNTRY     -  US
 OJ0615  USGS QUAD   -  CROSWELL (2017)
 OJ0615
 OJ0615                         *CURRENT SURVEY CONTROL
 OJ0615  ______________________________________________________________________
 OJ0615* NAD 83(2011) POSITION- 43 21 53.58923(N) 082 32 12.10719(W)   ADJUSTED
 OJ0615* NAD 83(2011) ELLIP HT-   153.717 (meters)        (12/17/13)   ADJUSTED
 OJ0615* NAD 83(2011) EPOCH   -  2010.00
 OJ0615* NAVD 88 ORTHO HEIGHT -   188.387 (meters)      618.07  (feet) ADJUSTED
 OJ0615  ______________________________________________________________________
 OJ0615  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 OJ0615  NAD 83(2011) X  -    603,256.730 (meters)                     COMP
 OJ0615  NAD 83(2011) Y  - -4,604,978.832 (meters)                     COMP
 OJ0615  NAD 83(2011) Z  -  4,357,166.303 (meters)                     COMP
 OJ0615  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 OJ0615  DYNAMIC HEIGHT  -        188.350 (meters)      617.95  (feet) COMP
 OJ0615  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 OJ0615
 OJ0615  VERT ORDER      -  FIRST     CLASS II
 OJ0615
 OJ0615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0615  Standards:
 OJ0615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0615  -------------------------------------------------------------------
 OJ0615  NETWORK    0.59   1.39           0.26   0.22   0.71     -0.08413975
 OJ0615  -------------------------------------------------------------------
 OJ0615  Click here for local accuracies and other accuracy information.
 OJ0615
 OJ0615.The horizontal coordinates were established by GPS observations
 OJ0615.and adjusted by the National Geodetic Survey in December 2013.
 OJ0615
 OJ0615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0615.been affixed to the stable North American tectonic plate. See 
 OJ0615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0615
 OJ0615.The horizontal coordinates are valid at the epoch date displayed above
 OJ0615.which is a decimal equivalence of Year/Month/Day.
 OJ0615
 OJ0615.The orthometric height was determined by differential leveling and
 OJ0615.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0615.in June 1991.
 OJ0615
 OJ0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0615.GEOID18 height accuracy estimate available here.
 OJ0615
 OJ0615.Click photographs - Photos may exist for this station.
 OJ0615
 OJ0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0615
 OJ0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0615
 OJ0615.The ellipsoidal height was determined by GPS observations
 OJ0615.and is referenced to NAD 83.
 OJ0615
 OJ0615.The dynamic height is computed by dividing the NAVD 88
 OJ0615.geopotential number by the normal gravity value computed on the
 OJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0615.degrees latitude (g = 980.6199 gals.).
 OJ0615
 OJ0615.The modeled gravity was interpolated from observed gravity values.
 OJ0615
 OJ0615. The following values were computed from the NAD 83(2011) position.
 OJ0615
 OJ0615;                    North         East     Units Scale Factor Converg.
 OJ0615;SPC MI S     -   208,762.735 4,148,311.238   MT  0.99994192   +1 14 43.3
 OJ0615;SPC MI S     -   684,917.11 13,609,945.01   iFT  0.99994192   +1 14 43.3
 OJ0615;UTM  17      - 4,802,482.690   375,489.248   MT  0.99979070   -1 03 19.1
 OJ0615
 OJ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0615!SPC MI S     -   0.99997590  x   0.99994192  =   0.99991782
 OJ0615!UTM  17      -   0.99997590  x   0.99979070  =   0.99976660
 OJ0615
 OJ0615:                Primary Azimuth Mark                     Grid Az
 OJ0615:SPC MI S     -  74001 MIDH AZ MK 1                       007 14 19.3
 OJ0615:UTM  17      -  74001 MIDH AZ MK 1                       009 32 21.7
 OJ0615
 OJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7548902482(NAD 83)
 OJ0615
 OJ0615|---------------------------------------------------------------------|
 OJ0615| PID    Reference Object                     Distance      Geod. Az  |
 OJ0615|                                                           dddmmss.s |
 OJ0615| OJ0754 74001 MIDH AZ MK 1                  APPROX. 0.6 KM 0082902.6 |
 OJ0615| OJ0753 74001 AZ MK 1 OFST                  APPROX. 0.6 KM 0083554.1 |
 OJ0615| OJ0616 74001 RM 1                           10.355 METERS 00910     |
 OJ0615| OJ0614 74001 RM 2                            7.360 METERS 18820     |
 OJ0615| OJ0756 74001 AZ MK 2 OFST                  447.575 METERS 1943515.6 |
 OJ0615| OJ0757 74001 AZ MK 2                       454.618 METERS 1944952.5 |
 OJ0615| OJ0755 74001 PT A                            4.956 METERS 21152     |
 OJ0615|---------------------------------------------------------------------|
 OJ0615
 OJ0615                          SUPERSEDED SURVEY CONTROL
 OJ0615
 OJ0615  NAD 83(1994)-  43 21 53.58922(N)    082 32 12.10477(W) AD(       ) 2
 OJ0615  NAD 83(1986)-  43 21 53.57610(N)    082 32 12.12971(W) AD(       ) 2
 OJ0615  NAD 27      -  43 21 53.48494(N)    082 32 12.39394(W) AD(       ) 2
 OJ0615  NGVD 29             189.35   (m)          621.2    (f) LEVELING    3  
 OJ0615  NGVD 29 (11/26/84)  188.511  (m)          618.47   (f) ADJUSTED    1 2
 OJ0615
 OJ0615.Superseded values are not recommended for survey control.
 OJ0615
 OJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0615.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0615
 OJ0615_MARKER: DD = SURVEY DISK
 OJ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0615_STAMPING: 74001 1976
 OJ0615_MARK LOGO: MIDT
 OJ0615_PROJECTION: FLUSH
 OJ0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0615+STABILITY: SURFACE MOTION
 OJ0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0615+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 OJ0615
 OJ0615  HISTORY     - Date     Condition        Report By
 OJ0615  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0615  HISTORY     - 1979     GOOD             NOS
 OJ0615  HISTORY     - 1980     GOOD             MIDH
 OJ0615  HISTORY     - 1980     GOOD             NGS
 OJ0615  HISTORY     - 19940728 GOOD             USPSQD
 OJ0615  HISTORY     - 20100609 GOOD             MIDT
 OJ0615
 OJ0615                          STATION DESCRIPTION
 OJ0615
 OJ0615'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0615'THE STATION IS LOCATED ABOUT 6.8 MILES NORTH OF LEXINGTON, 4.5
 OJ0615'MILES SOUTH OF PORT SANILAC ALONG STATE HIGHWAY M-25 AND IN THE
 OJ0615'SOUTHEAST 1/4 OF SECTION 26, T 11 N, R 16 E.
 OJ0615'
 OJ0615'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0615'LEXINGTON GO NORTH ALONG M-25 FOR 6.8 MILES TO THE STATION ON
 OJ0615'THE RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO NORTH
 OJ0615'ALONG M-25 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  TO REACH
 OJ0615'AZIMUTH MARK 2 FROM THE STATION GO SOUTH ALONG M-25 FOR 0.3
 OJ0615'MILE TO THE MARK ON THE LEFT.
 OJ0615'
 OJ0615'STATION MARKS, STAMPED---74001 1976---, ARE MICHIGAN DEPARTMENT
 OJ0615'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0615'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 101 FEET EAST-SOUTHEAST OF A POWER POLE, 41
 OJ0615'FEET EAST OF THE CENTERLINE OF M-25, 16.5 FEET SOUTHWEST OF A
 OJ0615'STONE GATEPOST (SOUTH GATEPOST), 11 FEET WEST OF A FENCE AND 4
 OJ0615'FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0615'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0615'THE GROUND SURFACE.
 OJ0615'
 OJ0615'REFERENCE MARK 1, STAMPED---NO 1 74001 1976---, IS SET IN THE
 OJ0615'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0615'GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTERLINE OF M-25
 OJ0615'13 FEET NORTHWEST OF THE NORTH POST OF A GATE (STONE) AND 11
 OJ0615'FEET WEST OF THE FENCE.
 OJ0615'
 OJ0615'REFERENCE MARK 2, STAMPED---NO 2 74001 1976---, IS SET IN THE
 OJ0615'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0615'GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTERLINE OF M-25,
 OJ0615'38 FEET SOUTHWEST OF THE SOUTH POST OF A GATE (STONE) AND 11
 OJ0615'FEET WEST OF THE FENCE.
 OJ0615'
 OJ0615'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74001 1976---, IS A
 OJ0615'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0615'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 65.5 FEET NORTH OF A 20 FOOT BLACKTOP DRIVE
 OJ0615'EAST TO SCENIC LOOKOUT, 24.5 FEET EAST OF THE CENTERLINE OF
 OJ0615'M-25, 11 FEET NORTH OF THE SOUTH END OF A STEEL BEAM GUARD RAIL
 OJ0615'AND 4 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0615'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0615'BELOW THE GROUND SURFACE.
 OJ0615'
 OJ0615'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74001 1976---, IS A
 OJ0615'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0615'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 124 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE
 OJ0615'EAST TO HOUSE NUMBER 2399, 24 FEET EAST OF THE CENTERLINE OF
 OJ0615'M-25, 10 FEET SOUTH-SOUTHWEST FROM THE NORTH END OF A STEEL
 OJ0615'BEAM GUARD RAIL AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 OJ0615'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0615'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0615'
 OJ0615'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 OJ0615'TRANSPORTATION DISKS.
 OJ0615'
 OJ0615'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0615'DESCRIBED BY G. ANDERSON.
 OJ0615
 OJ0615                          STATION RECOVERY (1979)
 OJ0615
 OJ0615'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0615'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN GOOD
 OJ0615'CONDITION.
 OJ0615'
 OJ0615'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0615'
 OJ0615'RECOVERED BY T.D.KUCHCIAK
 OJ0615
 OJ0615                          STATION RECOVERY (1980)
 OJ0615
 OJ0615'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0615'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OJ0615'
 OJ0615'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED,
 OJ0615'MEASUREMENT TO STATION AGREES WITH ORIGINAL DATA.
 OJ0615'
 OJ0615'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OJ0615
 OJ0615                          STATION RECOVERY (1980)
 OJ0615
 OJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0615'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0615'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0615'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0615'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, TO THE DRIVE TO HOUSE
 OJ0615'NUMBER 2281 ON THE EAST SIDE OF THE HIGHWAY, SET ON THE SOUTH SIDE
 OJ0615'OF THE DRIVE AND PARALLEL WITH THE RMS. 12.5 METERS (42.0 FEET)
 OJ0615'EAST OF THE CENTER LINE OF THE HIGHWAY, 5.95 METERS (19.5 FEET)
 OJ0615'SOUTH OF THE CENTER OF THE DRIVE, 3.36 METERS (11.0 FEET) WEST OF
 OJ0615'A WIRE FENCE.
 OJ0615'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0615
 OJ0615                          STATION RECOVERY (1994)
 OJ0615
 OJ0615'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0615'RECOVERED IN GOOD CONDITION.
 OJ0615
 OJ0615                          STATION RECOVERY (2010)
 OJ0615
 OJ0615'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 OJ0615'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0757 ***********************************************************************
 OJ0757  DESIGNATION -  74001 AZ MK 2
 OJ0757  PID         -  OJ0757
 OJ0757  STATE/COUNTY-  MI/SANILAC
 OJ0757  COUNTRY     -  US
 OJ0757  USGS QUAD   -  CROSWELL (2017)
 OJ0757
 OJ0757                         *CURRENT SURVEY CONTROL
 OJ0757  ______________________________________________________________________
 OJ0757* NAD 83(1994) POSITION- 43 21 39.34896(N) 082 32 17.27269(W)   ADJUSTED
 OJ0757* NAVD 88 ORTHO HEIGHT -   191.0   (meters)      627.    (feet) VERTCON3
 OJ0757  ______________________________________________________________________
 OJ0757  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 OJ0757  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 OJ0757  HORZ ORDER      -  SECOND
 OJ0757
 OJ0757.The horizontal coordinates were established by classical geodetic methods
 OJ0757.and adjusted by the National Geodetic Survey in February 1997.
 OJ0757
 OJ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0757
 OJ0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0757.GEOID18 height accuracy estimate available here.
 OJ0757
 OJ0757.Click photographs - Photos may exist for this station.
 OJ0757
 OJ0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0757
 OJ0757. The following values were computed from the NAD 83(1994) position.
 OJ0757
 OJ0757;                    North         East     Units Scale Factor Converg.
 OJ0757;SPC MI S     -   208,320.868 4,148,204.511   MT  0.99994134   +1 14 39.7
 OJ0757;SPC MI S     -   683,467.41 13,609,594.85   iFT  0.99994134   +1 14 39.7
 OJ0757;UTM  17      - 4,802,045.529   375,364.887   MT  0.99979108   -1 03 22.3
 OJ0757
 OJ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0757!SPC MI S     -   0.99997549  x   0.99994134  =   0.99991683
 OJ0757!UTM  17      -   0.99997549  x   0.99979108  =   0.99976657
 OJ0757
 OJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7536402045(NAD 83)
 OJ0757
 OJ0757                          SUPERSEDED SURVEY CONTROL
 OJ0757
 OJ0757  NAD 83(1986)-  43 21 39.33574(N)    082 32 17.29774(W) AD(       ) 2
 OJ0757  NAD 27      -  43 21 39.24449(N)    082 32 17.56185(W) AD(       ) 2
 OJ0757  NGVD 29 (07/19/86)  191.1    (m)          627.     (f) VERT ANG       
 OJ0757
 OJ0757.Superseded values are not recommended for survey control.
 OJ0757
 OJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0757.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0757
 OJ0757_MARKER: DR = REFERENCE MARK DISK
 OJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0757_STAMPING: AZ MK NO 2 74001 1976
 OJ0757_MARK LOGO: MIDH
 OJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0757+STABILITY: SURFACE MOTION
 OJ0757
 OJ0757  HISTORY     - Date     Condition        Report By
 OJ0757  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0757  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0757
 OJ0757                          STATION DESCRIPTION
 OJ0757
 OJ0757'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0757'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF LEXINGTON, 4.5
 OJ0757'MILES SOUTH OF PORT SANILAC AND ALONG STATE HIGHWAY M-25.
 OJ0757'
 OJ0757'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0757'LEXINGTON GO NORTH ALONG M-25 FOR 6.5 MILES TO THE STATION
 OJ0757'ON THE RIGHT.
 OJ0757'
 OJ0757'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74001 1976---, IS A
 OJ0757'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0757'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0757'SURFACE.  IT IS 124 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE
 OJ0757'EAST TO HOUSE NUMBER 2399, 24 FEET EAST OF THE CENTERLINE OF
 OJ0757'M-25, 10 FEET SOUTH-SOUTHWEST FROM THE NORTH END OF A STEEL
 OJ0757'BEAM GUARD RAIL AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 OJ0757'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0757'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0757'
 OJ0757'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0757'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0757'DESCRIBED BY G.P. ROSENDALE.
 OJ0757
 OJ0757                          STATION RECOVERY (1994)
 OJ0757
 OJ0757'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0757'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0754 ***********************************************************************
 OJ0754  DESIGNATION -  74001 MIDH AZ MK 1
 OJ0754  PID         -  OJ0754
 OJ0754  STATE/COUNTY-  MI/SANILAC
 OJ0754  COUNTRY     -  US
 OJ0754  USGS QUAD   -  CROSWELL (2017)
 OJ0754
 OJ0754                         *CURRENT SURVEY CONTROL
 OJ0754  ______________________________________________________________________
 OJ0754* NAD 83(1994) POSITION- 43 22 12.88917(N) 082 32 08.15856(W)   ADJUSTED
 OJ0754* NAVD 88 ORTHO HEIGHT -   188.41  (+/-2cm)      618.1   (feet) VERTCON3
 OJ0754  ______________________________________________________________________
 OJ0754  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 OJ0754  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 OJ0754  HORZ ORDER      -  SECOND
 OJ0754  VERT ORDER      -  THIRD ? (See Below)
 OJ0754
 OJ0754.The horizontal coordinates were established by classical geodetic methods
 OJ0754.and adjusted by the National Geodetic Survey in February 1997.
 OJ0754
 OJ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0754
 OJ0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0754.GEOID18 height accuracy estimate available here.
 OJ0754
 OJ0754.The vertical order pertains to the NGVD 29 superseded value.
 OJ0754
 OJ0754.Click photographs - Photos may exist for this station.
 OJ0754
 OJ0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0754
 OJ0754. The following values were computed from the NAD 83(1994) position.
 OJ0754
 OJ0754;                    North         East     Units Scale Factor Converg.
 OJ0754;SPC MI S     -   209,360.109 4,148,387.167   MT  0.99994270   +1 14 45.9
 OJ0754;SPC MI S     -   686,877.00 13,610,194.12   iFT  0.99994270   +1 14 45.9
 OJ0754;UTM  17      - 4,803,076.445   375,589.081   MT  0.99979040   -1 03 16.7
 OJ0754
 OJ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0754!SPC MI S     -   0.99997589  x   0.99994270  =   0.99991859
 OJ0754!UTM  17      -   0.99997589  x   0.99979040  =   0.99976630
 OJ0754
 OJ0754:                Primary Azimuth Mark                     Grid Az
 OJ0754:SPC MI S     -  74001                                    187 14 19.4
 OJ0754:UTM  17      -  74001                                    189 32 22.0
 OJ0754
 OJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7558903076(NAD 83)
 OJ0754
 OJ0754|---------------------------------------------------------------------|
 OJ0754| PID    Reference Object                     Distance      Geod. Az  |
 OJ0754|                                                           dddmmss.s |
 OJ0754| OJ0776 H 45 MI 79                          145.637 METERS 17912     |
 OJ0754| OJ0615 74001                               APPROX. 0.6 KM 1882905.3 |
 OJ0754|---------------------------------------------------------------------|
 OJ0754
 OJ0754                          SUPERSEDED SURVEY CONTROL
 OJ0754
 OJ0754  NAD 83(1986)-  43 22 12.87602(N)    082 32 08.18341(W) AD(       ) 2
 OJ0754  NAD 27      -  43 22 12.78509(N)    082 32 08.44777(W) AD(       ) 2
 OJ0754  NGVD 29             188.53   (m)          618.5    (f) LEVELING    3  
 OJ0754
 OJ0754.Superseded values are not recommended for survey control.
 OJ0754
 OJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0754.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0754
 OJ0754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0754+STABILITY: SURFACE MOTION
 OJ0754
 OJ0754  HISTORY     - Date     Condition        Report By
 OJ0754  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0754  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0754
 OJ0754                          STATION DESCRIPTION
 OJ0754
 OJ0754'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0754'THE STATION IS LOCATED ABOUT 7.15 MILES NORTH OF LEXINGTON, 4.5
 OJ0754'MILES SOUTH OF PORT SANILAC AND ALONG STATE HIGHWAY M-25.
 OJ0754'
 OJ0754'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0754'LEXINGTON GO NORTH ALONG M-25 FOR 7.15 MILES TO THE STATION
 OJ0754'ON THE RIGHT.
 OJ0754'
 OJ0754'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74001 1976---, IS A
 OJ0754'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0754'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0754'SURFACE.  IT IS 65.5 FEET NORTH OF A 20 FOOT BLACKTOP DRIVE
 OJ0754'EAST TO SCENIC LOOKOUT, 24.5 FEET EAST OF THE CENTERLINE OF
 OJ0754'M-25, 11 FEET NORTH OF THE SOUTH END OF A STEEL BEAM GUARD RAIL
 OJ0754'AND 4 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0754'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0754'BELOW THE GROUND SURFACE.
 OJ0754'
 OJ0754'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0754'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0754'DESCRIBED BY G.P. ROSENDALE.
 OJ0754
 OJ0754                          STATION RECOVERY (1994)
 OJ0754
 OJ0754'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0754'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0616 ***********************************************************************
 OJ0616  DESIGNATION -  74001 RM 1
 OJ0616  PID         -  OJ0616
 OJ0616  STATE/COUNTY-  MI/SANILAC
 OJ0616  COUNTRY     -  US
 OJ0616  USGS QUAD   -  CROSWELL (2017)
 OJ0616
 OJ0616                         *CURRENT SURVEY CONTROL
 OJ0616  ______________________________________________________________________
 OJ0616* NAD 83(1986) POSITION- 43 21 53.92   (N) 082 32 12.03   (W)   HD_HELD1
 OJ0616* NAVD 88 ORTHO HEIGHT -   188.433 (meters)      618.22  (feet) ADJUSTED
 OJ0616  ______________________________________________________________________
 OJ0616  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 OJ0616  DYNAMIC HEIGHT  -        188.396 (meters)      618.10  (feet) COMP
 OJ0616  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 OJ0616
 OJ0616  VERT ORDER      -  FIRST     CLASS II
 OJ0616
 OJ0616.The horizontal coordinates were determined by differentially corrected
 OJ0616.hand held GPS observations or other comparable positioning techniques
 OJ0616.and have an estimated accuracy of +/- 3 meters.
 OJ0616
 OJ0616.The orthometric height was determined by differential leveling and
 OJ0616.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0616.in June 1991.
 OJ0616
 OJ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0616.GEOID18 height accuracy estimate available here.
 OJ0616
 OJ0616.Click photographs - Photos may exist for this station.
 OJ0616
 OJ0616.The dynamic height is computed by dividing the NAVD 88
 OJ0616.geopotential number by the normal gravity value computed on the
 OJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0616.degrees latitude (g = 980.6199 gals.).
 OJ0616
 OJ0616.The modeled gravity was interpolated from observed gravity values.
 OJ0616
 OJ0616;                    North         East    Units  Estimated Accuracy
 OJ0616;SPC MI S     -   208,773.0   4,148,312.8     MT  (+/- 3 meters HH1 GPS) 
 OJ0616
 OJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7549102492(NAD 83)
 OJ0616
 OJ0616                          SUPERSEDED SURVEY CONTROL
 OJ0616
 OJ0616  NGVD 29 (11/26/84)  188.557  (m)          618.62   (f) ADJUSTED    1 2
 OJ0616
 OJ0616.Superseded values are not recommended for survey control.
 OJ0616
 OJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0616.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0616
 OJ0616_MARKER: DB = BENCH MARK DISK
 OJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0616_STAMPING: 74001 NO 1 1976
 OJ0616_PROJECTION: FLUSH
 OJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0616+STABILITY: SURFACE MOTION
 OJ0616
 OJ0616  HISTORY     - Date     Condition        Report By
 OJ0616  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0616  HISTORY     - 1980     GOOD             NGS
 OJ0616  HISTORY     - 19940727 GOOD             USPSQD
 OJ0616
 OJ0616                          STATION DESCRIPTION
 OJ0616
 OJ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0616'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0616'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0616'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0616'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, SET ON THE NORTH SIDE
 OJ0616'OF THE DRIVE TO HOUSE NUMBER 2281 AND PARALLEL WITH THE STATION
 OJ0616'MARK AND RM 2. 12.5 METERS (41.0 FEET) EAST OF THE CENTER LINE OF THE
 OJ0616'HIGHWAY, 4.57 METERS (15.0 FEET) NORTH OF THE CENTER OF THE DRIVE
 OJ0616'TO HOUSE NUMBER 2281, 3.36 METERS (11.0 FEET) WEST OF WIRE FENCE.
 OJ0616'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0616
 OJ0616                          STATION RECOVERY (1994)
 OJ0616
 OJ0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0614 ***********************************************************************
 OJ0614  DESIGNATION -  74001 RM 2
 OJ0614  PID         -  OJ0614
 OJ0614  STATE/COUNTY-  MI/SANILAC
 OJ0614  COUNTRY     -  US
 OJ0614  USGS QUAD   -  CROSWELL (2017)
 OJ0614
 OJ0614                         *CURRENT SURVEY CONTROL
 OJ0614  ______________________________________________________________________
 OJ0614* NAD 83(1986) POSITION- 43 21 53.35   (N) 082 32 12.15   (W)   HD_HELD1
 OJ0614* NAVD 88 ORTHO HEIGHT -   188.413 (meters)      618.15  (feet) ADJUSTED
 OJ0614  ______________________________________________________________________
 OJ0614  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 OJ0614  DYNAMIC HEIGHT  -        188.376 (meters)      618.03  (feet) COMP
 OJ0614  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 OJ0614
 OJ0614  VERT ORDER      -  FIRST     CLASS II
 OJ0614
 OJ0614.The horizontal coordinates were determined by differentially corrected
 OJ0614.hand held GPS observations or other comparable positioning techniques
 OJ0614.and have an estimated accuracy of +/- 3 meters.
 OJ0614
 OJ0614.The orthometric height was determined by differential leveling and
 OJ0614.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0614.in June 1991.
 OJ0614
 OJ0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0614.GEOID18 height accuracy estimate available here.
 OJ0614
 OJ0614.Click photographs - Photos may exist for this station.
 OJ0614
 OJ0614.The dynamic height is computed by dividing the NAVD 88
 OJ0614.geopotential number by the normal gravity value computed on the
 OJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0614.degrees latitude (g = 980.6199 gals.).
 OJ0614
 OJ0614.The modeled gravity was interpolated from observed gravity values.
 OJ0614
 OJ0614;                    North         East    Units  Estimated Accuracy
 OJ0614;SPC MI S     -   208,755.3   4,148,310.4     MT  (+/- 3 meters HH1 GPS) 
 OJ0614
 OJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7548802475(NAD 83)
 OJ0614
 OJ0614                          SUPERSEDED SURVEY CONTROL
 OJ0614
 OJ0614  NGVD 29 (11/26/84)  188.537  (m)          618.56   (f) ADJUSTED    1 2
 OJ0614
 OJ0614.Superseded values are not recommended for survey control.
 OJ0614
 OJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0614.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0614
 OJ0614_MARKER: DB = BENCH MARK DISK
 OJ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0614_STAMPING: 74001 NO 2 1976
 OJ0614_PROJECTION: FLUSH
 OJ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0614+STABILITY: SURFACE MOTION
 OJ0614
 OJ0614  HISTORY     - Date     Condition        Report By
 OJ0614  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0614  HISTORY     - 1980     GOOD             NGS
 OJ0614  HISTORY     - 19940727 GOOD             USPSQD
 OJ0614
 OJ0614                          STATION DESCRIPTION
 OJ0614
 OJ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0614'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0614'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0614'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0614'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, SET ON THE SOUTH
 OJ0614'OF THE DRIVE OF HOUSE NUMBER 2281 AND PARALLEL WITH THE STATION
 OJ0614'AND RM 1, 13.11 METERS (43,0 FEET) SOUTH OF THE CENTER OF THE DRIVE,
 OJ0614'12.5 METERS (42.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0614'3.36 METERS (11.0 FEET) WEST OF A WIRE FENCE.
 OJ0614'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0614
 OJ0614                          STATION RECOVERY (1994)
 OJ0614
 OJ0614'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0784 ***********************************************************************
 OJ0784  DESIGNATION -  74002
 OJ0784  PID         -  OJ0784
 OJ0784  STATE/COUNTY-  MI/SANILAC
 OJ0784  COUNTRY     -  US
 OJ0784  USGS QUAD   -  JEDDO (2017)
 OJ0784
 OJ0784                         *CURRENT SURVEY CONTROL
 OJ0784  ______________________________________________________________________
 OJ0784* NAD 83(1994) POSITION- 43 11 27.07215(N) 082 30 38.77213(W)   ADJUSTED
 OJ0784* NAVD 88 ORTHO HEIGHT -   183.5   (meters)      602.    (feet) VERTCON3
 OJ0784  ______________________________________________________________________
 OJ0784  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 OJ0784  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 OJ0784  HORZ ORDER      -  SECOND
 OJ0784
 OJ0784.The horizontal coordinates were established by classical geodetic methods
 OJ0784.and adjusted by the National Geodetic Survey in February 1997.
 OJ0784
 OJ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0784
 OJ0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0784.GEOID18 height accuracy estimate available here.
 OJ0784
 OJ0784.Click photographs - Photos may exist for this station.
 OJ0784
 OJ0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0784
 OJ0784. The following values were computed from the NAD 83(1994) position.
 OJ0784
 OJ0784;                    North         East     Units Scale Factor Converg.
 OJ0784;SPC MI S     -   189,480.074 4,150,838.262   MT  0.99992110   +1 15 46.8
 OJ0784;SPC MI S     -   621,653.79 13,618,235.77   iFT  0.99992110   +1 15 46.8
 OJ0784;UTM  17      - 4,783,116.947   377,240.516   MT  0.99978538   -1 02 02.9
 OJ0784
 OJ0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0784!SPC MI S     -   0.99997668  x   0.99992110  =   0.99989778
 OJ0784!UTM  17      -   0.99997668  x   0.99978538  =   0.99976206
 OJ0784
 OJ0784:                Primary Azimuth Mark                     Grid Az
 OJ0784:SPC MI S     -  74002 AZ MK                              169 44 58.8
 OJ0784:UTM  17      -  74002 AZ MK                              172 02 48.5
 OJ0784
 OJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7724083116(NAD 83)
 OJ0784
 OJ0784|---------------------------------------------------------------------|
 OJ0784| PID    Reference Object                     Distance      Geod. Az  |
 OJ0784|                                                           dddmmss.s |
 OJ0784| OJ0603 74002 AZ MK                         APPROX. 0.9 KM 1710045.6 |
 OJ0784| CH0669 74002 RM 1                            5.495 METERS 21820     |
 OJ0784| OJ0785 74002 RM 2                            6.742 METERS 30757     |
 OJ0784|---------------------------------------------------------------------|
 OJ0784
 OJ0784                          SUPERSEDED SURVEY CONTROL
 OJ0784
 OJ0784  NAD 83(1986)-  43 11 27.05844(N)    082 30 38.80038(W) AD(       ) 2
 OJ0784  NAD 27      -  43 11 26.95870(N)    082 30 39.07885(W) AD(       ) 2
 OJ0784  NGVD 29 (07/19/86)  183.6    (m)          602.     (f) VERT ANG       
 OJ0784
 OJ0784.Superseded values are not recommended for survey control.
 OJ0784
 OJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0784.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0784
 OJ0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0784
 OJ0784  HISTORY     - Date     Condition        Report By
 OJ0784  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0784  HISTORY     - 1980     GOOD             MIDH
 OJ0784  HISTORY     - 19940728 GOOD             USPSQD
 OJ0784
 OJ0784                          STATION DESCRIPTION
 OJ0784
 OJ0784'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0784'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF LEXINGTON, 5.5 MILES
 OJ0784'NORTH OF LAKE PORT, ALONG STATE HIGHWAY M-25 AND IN THE NORTHEAST 1/4
 OJ0784'OF SECTION 30, T 9 N, R 17 E.
 OJ0784'
 OJ0784'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-25 AND
 OJ0784'M-90 IN LEXINGTON GO SOUTH ALONG M-25 FOR 5.6 MILES TO THE STATION ON
 OJ0784'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG
 OJ0784'M-25 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 OJ0784'
 OJ0784'THE STATION MARKS, STAMPED---74002 1977---, ARE MICHIGAN DEPARTMENT OF
 OJ0784'TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0784'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 43
 OJ0784'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD TO THE WEST, 38.5 FEET
 OJ0784'WEST OF THE CENTERLINE OF M-25, 28 FEET SOUTHEAST OF A POWER POLE,
 OJ0784'27.5 FEET SOUTH OF A 22 INCH CEDAR TREE AND 4.4 FEET EAST OF A WITNESS
 OJ0784'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 OJ0784'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0784'
 OJ0784'REFERENCE MARK 1, STAMPED---NO 1 74002 1977---, IS SET IN THE TOP OF A
 OJ0784'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0784'IT IS 28 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 51 FEET WEST OF
 OJ0784'THE CENTERLINE OF M-25, 43 FEET SOUTHWEST 0F THE CEDAR TREE AND 34
 OJ0784'FEET SOUTHEAST OF A POWER POLE.
 OJ0784'
 OJ0784'REFERENCE MARK 2, STAMPED---NO 2 74002 1977---, IS SET IN THE TOP OF A
 OJ0784'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0784'IT IS 57 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 55 FEET WEST OF
 OJ0784'THE CENTERLINE OF M-25, 22 FEET SOUTHWEST OF THE CEDAR TREE AND 6 FEET
 OJ0784'SOUTHEAST OF A POWER POLE.
 OJ0784'
 OJ0784'AZIMUTH MARK, STAMPED---AZ MK 74002 1977---, IS A REFERENCE MARK DISK.
 OJ0784'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0784'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 44.5 FEET NORTHEAST OF
 OJ0784'THE SOUTHWEST CORNER OF HOUSE NUMBER 8523, 31 FEET EAST OF THE
 OJ0784'CENTERLINE OF M-25, 28 FEET SOUTHWEST OF A 24 INCH ASH TREE AND 4.5
 OJ0784'FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP
 OJ0784'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0784'
 OJ0784'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0784'TRANSPORTATION DISKS.
 OJ0784'
 OJ0784'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.  DESCRIBED BY R.
 OJ0784'WESOLOWSKI.
 OJ0784
 OJ0784                          STATION RECOVERY (1980)
 OJ0784
 OJ0784'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0784'THE STATION AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS
 OJ0784'DESCRIBED.  DISTANCE TO REFERENCE MARKS AGREES WITH ORIGINAL DATA.
 OJ0784'
 OJ0784'AZIMUTH MARK IS IN GOOD CONDITION AS DESCRIBED EXCEPT IT IS LOCATED
 OJ0784'NORTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER 8523.
 OJ0784
 OJ0784                          STATION RECOVERY (1994)
 OJ0784
 OJ0784'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0603 ***********************************************************************
 OJ0603  DESIGNATION -  74002 AZ MK
 OJ0603  PID         -  OJ0603
 OJ0603  STATE/COUNTY-  MI/SANILAC
 OJ0603  COUNTRY     -  US
 OJ0603  USGS QUAD   -  JEDDO (2017)
 OJ0603
 OJ0603                         *CURRENT SURVEY CONTROL
 OJ0603  ______________________________________________________________________
 OJ0603* NAD 83(1994) POSITION- 43 10 56.79669(N) 082 30 32.22887(W)   ADJUSTED
 OJ0603* NAVD 88 ORTHO HEIGHT -   183.377 (meters)      601.63  (feet) ADJUSTED
 OJ0603  ______________________________________________________________________
 OJ0603  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 OJ0603  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 OJ0603  DYNAMIC HEIGHT  -        183.337 (meters)      601.50  (feet) COMP
 OJ0603  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 OJ0603
 OJ0603  HORZ ORDER      -  SECOND
 OJ0603  VERT ORDER      -  FIRST     CLASS II
 OJ0603
 OJ0603.The horizontal coordinates were established by classical geodetic methods
 OJ0603.and adjusted by the National Geodetic Survey in February 1997.
 OJ0603
 OJ0603.The orthometric height was determined by differential leveling and
 OJ0603.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0603.in June 1991.
 OJ0603
 OJ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0603.GEOID18 height accuracy estimate available here.
 OJ0603
 OJ0603.Click photographs - Photos may exist for this station.
 OJ0603
 OJ0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0603
 OJ0603.The dynamic height is computed by dividing the NAVD 88
 OJ0603.geopotential number by the normal gravity value computed on the
 OJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0603.degrees latitude (g = 980.6199 gals.).
 OJ0603
 OJ0603.The modeled gravity was interpolated from observed gravity values.
 OJ0603
 OJ0603. The following values were computed from the NAD 83(1994) position.
 OJ0603
 OJ0603;                    North         East     Units Scale Factor Converg.
 OJ0603;SPC MI S     -   188,549.329 4,151,006.574   MT  0.99992032   +1 15 51.2
 OJ0603;SPC MI S     -   618,600.16 13,618,787.97   iFT  0.99992032   +1 15 51.2
 OJ0603;UTM  17      - 4,782,180.332   377,371.370   MT  0.99978499   -1 01 57.9
 OJ0603
 OJ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0603!SPC MI S     -   0.99997670  x   0.99992032  =   0.99989702
 OJ0603!UTM  17      -   0.99997670  x   0.99978499  =   0.99976169
 OJ0603
 OJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7737182180(NAD 83)
 OJ0603
 OJ0603                          SUPERSEDED SURVEY CONTROL
 OJ0603
 OJ0603  NAD 83(1986)-  43 10 56.78297(N)    082 30 32.25734(W) AD(       ) 2
 OJ0603  NAD 27      -  43 10 56.68297(N)    082 30 32.53645(W) AD(       ) 2
 OJ0603  NGVD 29 (07/19/86)  184.1    (m)          604.     (f) VERT ANG       
 OJ0603  NGVD 29 (11/26/84)  183.501  (m)          602.04   (f) ADJUSTED    1 2
 OJ0603
 OJ0603.Superseded values are not recommended for survey control.
 OJ0603
 OJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0603.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0603
 OJ0603_MARKER: DD = SURVEY DISK
 OJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0603_STAMPING: AZ 74002 1977
 OJ0603_PROJECTION: FLUSH
 OJ0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0603
 OJ0603  HISTORY     - Date     Condition        Report By
 OJ0603  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0603  HISTORY     - 1980     GOOD             NGS
 OJ0603  HISTORY     - 20070201 MARK NOT FOUND   ROWEIN
 OJ0603
 OJ0603                          STATION DESCRIPTION
 OJ0603
 OJ0603'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0603'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF LEXINGTON, 5.5
 OJ0603'MILES NORTH OF LAKE PORT, AND ALONG STATE HIGHWAY M-25.
 OJ0603'
 OJ0603'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0603'M-25 AND M-90 IN LEXINGTON GO SOUTH ALONG M-25 FOR 6.2 MILES
 OJ0603'TO THE STATION ON THE LEFT.
 OJ0603'
 OJ0603'AZIMUTH MARK, STAMPED---AZ MK 74002 1977---, IS A REFERENCE
 OJ0603'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0603'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0603'IT IS 44.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF HOUSE
 OJ0603'NUMBER 8523, 31 FEET EAST OF THE CENTERLINE OF M-25, 28 FEET
 OJ0603'SOUTHWEST OF A 24 INCH ASH TREE AND 4.5 FEET WEST OF A WITNESS
 OJ0603'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0603'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0603'
 OJ0603'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0603'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0603'DESCRIBED BY G.P. ROSENDALE.
 OJ0603
 OJ0603                          STATION RECOVERY (1980)
 OJ0603
 OJ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0603'7.77 KM NW FROM LAKEPORT.
 OJ0603'7.77 KILOMETERS (4.85 MILES) NORTHWEST ALONG STATE HIGHWAY
 OJ0603'25 FROM THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD
 OJ0603'IN LAKEPORT, 71 METERS (234.3 FEET) NORTH OF A DIRT ROAD
 OJ0603'LEADING EAST TO ORCHARD BEACH (A PRIVATE BEACH), AN IS
 OJ0603'SET IN THE FRONT LAWN OF HOUSE NUMBER 8523 HIGHWAY 25,
 OJ0603'35.2 METERS (115.9 FEET) SOUTH OF THE CENTER OF A DIRT
 OJ0603'DIRVEWAY LEADING TO GARAGE AT HOUSE NUMBER 8511, 28.85
 OJ0603'METERS (94.63 FEET) SOUTH OF A POWER POLE, 12.9 METERS
 OJ0603'(42.3 FEET) WEST OF THE NORTHWEST CORNER OF HOUSE NUMBER
 OJ0603'8523, 9.8 METERS (32.14 FEET) EAST OF THE CENTER LINE
 OJ0603'OF THE HIGHWAY, 8.34 METERS (27.35 FEET) SOUTHWEST OF A
 OJ0603'24-INCH OAK TREE, AND 4.55 METERS (14.92 FEET) NORTHWEST OF
 OJ0603'A METAL POST WITH HOUSE NUMBER 8523 ON IT.
 OJ0603'THE MARK IS 1.4 METERS  W FROM A WITNESS POST.
 OJ0603'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0603
 OJ0603                          STATION RECOVERY (2007)
 OJ0603
 OJ0603'RECOVERY NOTE BY ROWE INCORPORATED 2007 (MWR)
 OJ0603'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0785 ***********************************************************************
 OJ0785  DESIGNATION -  74002 RM 2
 OJ0785  PID         -  OJ0785
 OJ0785  STATE/COUNTY-  MI/SANILAC
 OJ0785  COUNTRY     -  US
 OJ0785  USGS QUAD   -  JEDDO (2017)
 OJ0785
 OJ0785                         *CURRENT SURVEY CONTROL
 OJ0785  ______________________________________________________________________
 OJ0785* NAD 83(1994) POSITION- 43 11 27.20650(N) 082 30 39.00759(W)   ADJUSTED
 OJ0785* NAVD 88 ORTHO HEIGHT -   183.8   (meters)      603.    (feet) VERTCON3
 OJ0785  ______________________________________________________________________
 OJ0785  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 OJ0785  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 OJ0785  HORZ ORDER      -  SECOND
 OJ0785
 OJ0785.The horizontal coordinates were established by classical geodetic methods
 OJ0785.and adjusted by the National Geodetic Survey in February 1997.
 OJ0785
 OJ0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0785
 OJ0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0785.GEOID18 height accuracy estimate available here.
 OJ0785
 OJ0785.Click photographs - Photos may exist for this station.
 OJ0785
 OJ0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0785
 OJ0785. The following values were computed from the NAD 83(1994) position.
 OJ0785
 OJ0785;                    North         East     Units Scale Factor Converg.
 OJ0785;SPC MI S     -   189,484.101 4,150,832.856   MT  0.99992110   +1 15 46.6
 OJ0785;SPC MI S     -   621,667.00 13,618,218.03   iFT  0.99992110   +1 15 46.6
 OJ0785;UTM  17      - 4,783,121.188   377,235.276   MT  0.99978540   -1 02 03.1
 OJ0785
 OJ0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0785!SPC MI S     -   0.99997663  x   0.99992110  =   0.99989773
 OJ0785!UTM  17      -   0.99997663  x   0.99978540  =   0.99976204
 OJ0785
 OJ0785:                Primary Azimuth Mark                     Grid Az
 OJ0785:SPC MI S     -  BIRCH                                    354 35 54.9
 OJ0785:UTM  17      -  BIRCH                                    356 53 44.6
 OJ0785
 OJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7723583121(NAD 83)
 OJ0785
 OJ0785|---------------------------------------------------------------------|
 OJ0785| PID    Reference Object                     Distance      Geod. Az  |
 OJ0785|                                                           dddmmss.s |
 OJ0785| OJ0784 74002                                 6.742 METERS 12757     |
 OJ0785| OJ0783 BIRCH                               APPROX. 1.2 KM 3555141.5 |
 OJ0785|---------------------------------------------------------------------|
 OJ0785
 OJ0785                          SUPERSEDED SURVEY CONTROL
 OJ0785
 OJ0785  NAD 83(1986)-  43 11 27.19279(N)    082 30 39.03584(W) AD(       ) 2
 OJ0785  NAD 27      -  43 11 27.09306(N)    082 30 39.31430(W) AD(       ) 2
 OJ0785  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 OJ0785
 OJ0785.Superseded values are not recommended for survey control.
 OJ0785
 OJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0785.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0785
 OJ0785_MARKER: DR = REFERENCE MARK DISK
 OJ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0785_STAMPING: NO 2 74002 1977
 OJ0785_MARK LOGO: MIDH
 OJ0785_PROJECTION: FLUSH
 OJ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0785+STABILITY: SURFACE MOTION
 OJ0785
 OJ0785  HISTORY     - Date     Condition        Report By
 OJ0785  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0785
 OJ0785                          STATION DESCRIPTION
 OJ0785
 OJ0785'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0785'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF CROSWELL, 5.3
 OJ0785'MI (8.5 KM) NORTH OF LAKEPORT AND 4.6 MI (7.4 KM) NORTHEAST OF JEDDO.
 OJ0785'
 OJ0785'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-25 AND M-90 IN
 OJ0785'LEXINGTON, GO SOUTH ALONG M-25 FOR 5.6 MI (9.0 KM) TO THE MARK ON THE
 OJ0785'RIGHT.
 OJ0785'
 OJ0785'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0785'MONUMENT 57 FT (17.4 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 55 FT
 OJ0785'(16.8 M) WEST OF THE CENTERLINE OF M-25, 22 FT (6.7 M) SOUTHWEST OF
 OJ0785'THE CEDAR TREE AND 6 FT (1.8 M) SOUTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0761 ***********************************************************************
 OJ0761  DESIGNATION -  74004
 OJ0761  PID         -  OJ0761
 OJ0761  STATE/COUNTY-  MI/SANILAC
 OJ0761  COUNTRY     -  US
 OJ0761  USGS QUAD   -  CROSWELL (2017)
 OJ0761
 OJ0761                         *CURRENT SURVEY CONTROL
 OJ0761  ______________________________________________________________________
 OJ0761* NAD 83(1994) POSITION- 43 15 06.06557(N) 082 35 09.90334(W)   ADJUSTED
 OJ0761* NAVD 88 ORTHO HEIGHT -   238.6   (meters)      783.    (feet) VERTCON3
 OJ0761  ______________________________________________________________________
 OJ0761  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 OJ0761  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 OJ0761  HORZ ORDER      -  SECOND
 OJ0761
 OJ0761.The horizontal coordinates were established by classical geodetic methods
 OJ0761.and adjusted by the National Geodetic Survey in February 1997.
 OJ0761
 OJ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0761
 OJ0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0761.GEOID18 height accuracy estimate available here.
 OJ0761
 OJ0761.Click photographs - Photos may exist for this station.
 OJ0761
 OJ0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0761
 OJ0761. The following values were computed from the NAD 83(1994) position.
 OJ0761
 OJ0761;                    North         East     Units Scale Factor Converg.
 OJ0761;SPC MI S     -   196,104.057 4,144,575.113   MT  0.99992732   +1 12 42.3
 OJ0761;SPC MI S     -   643,386.01 13,597,687.38   iFT  0.99992732   +1 12 42.3
 OJ0761;UTM  17      - 4,789,985.836   371,248.769   MT  0.99980392   -1 05 13.0
 OJ0761
 OJ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0761!SPC MI S     -   0.99996801  x   0.99992732  =   0.99989533
 OJ0761!UTM  17      -   0.99996801  x   0.99980392  =   0.99977194
 OJ0761
 OJ0761:                Primary Azimuth Mark                     Grid Az
 OJ0761:SPC MI S     -  74004 AZ MK 2                            339 10 30.1
 OJ0761:UTM  17      -  74004 AZ MK 2                            341 28 25.4
 OJ0761
 OJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7124889985(NAD 83)
 OJ0761
 OJ0761|---------------------------------------------------------------------|
 OJ0761| PID    Reference Object                     Distance      Geod. Az  |
 OJ0761|                                                           dddmmss.s |
 OJ0761| CH0670 74004 RM 1                            6.950 METERS 08458     |
 OJ0761| OJ0759 74004 AZ MK 1 OFST                  387.312 METERS 08935     |
 OJ0761| OJ0758 74004 AZ MK 1                       393.535 METERS 08935     |
 OJ0761| OJ0760 74004 PT A                            5.167 METERS 12709     |
 OJ0761| CH0671 74004 RM 2                           14.714 METERS 17834     |
 OJ0761| OJ0762 74004 AZ MK 2                       APPROX. 1.7 KM 3402312.4 |
 OJ0761|---------------------------------------------------------------------|
 OJ0761
 OJ0761                          SUPERSEDED SURVEY CONTROL
 OJ0761
 OJ0761  NAD 83(1986)-  43 15 06.05296(N)    082 35 09.93030(W) AD(       ) 2
 OJ0761  NAD 27      -  43 15 05.95661(N)    082 35 10.19624(W) AD(       ) 2
 OJ0761  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG       
 OJ0761
 OJ0761.Superseded values are not recommended for survey control.
 OJ0761
 OJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0761.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0761
 OJ0761_MARKER: DD = SURVEY DISK
 OJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0761_STAMPING: 74004 1976
 OJ0761_MARK LOGO: MIDT
 OJ0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0761+STABILITY: SURFACE MOTION
 OJ0761
 OJ0761  HISTORY     - Date     Condition        Report By
 OJ0761  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0761  HISTORY     - 1980     GOOD             MIDH
 OJ0761  HISTORY     - 19940728 GOOD             USPSQD
 OJ0761  HISTORY     - 20020307 GOOD             USPSQD
 OJ0761
 OJ0761                          STATION DESCRIPTION
 OJ0761
 OJ0761'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0761'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0761'HURON, 2.8 MILES WEST-SOUTHWEST OF LEXINGTON AND 2.6 MILES
 OJ0761'SOUTHEAST OF CROSWELL, ALONG SHERIDAN LINE ROAD AND IN THE
 OJ0761'SOUTHWEST 1/4 OF SECTION 34, T 10 N, R 16 E.
 OJ0761'
 OJ0761'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0761'IN LEXINGTON GO WEST ON M-90 FOR 3 MILES TO WILDCAT ROAD, GO
 OJ0761'SOUTH ON WILDCAT ROAD FOR 1 MILE TO SHERIDAN LINE ROAD, GO EAST
 OJ0761'ON SHERIDAN LINE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 OJ0761'TO REACH AZIMUTH MARK 1 FROM THE STATION GO EAST ON SHERIDAN
 OJ0761'LINE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.  TO REACH
 OJ0761'AZIMUTH MARK 2 FROM THE STATION GO WEST ON SHERIDAN LINE ROAD
 OJ0761'FOR 0.2 MILE TO WILDCAT ROAD, GO NORTH ON WILDCAT ROAD FOR 1.0
 OJ0761'MILE TO M-90, GO WEST ON M-90 FOR 0.15 MILE TO THE MARK ON
 OJ0761'THE RIGHT.
 OJ0761'
 OJ0761'STATION MARKS, STAMPED---74004 1976---, ARE MICHIGAN DEPARTMENT
 OJ0761'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0761'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 65.5 FEET EAST-SOUTHEAST OF A POWER POLE, 25
 OJ0761'FEET NORTH OF THE CENTERLINE OF SHERIDAN LINE ROAD AND 5 FEET
 OJ0761'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0761'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0761'THE GROUND SURFACE.
 OJ0761'
 OJ0761'REFERENCE MARK 1, STAMPED---NO 1 74004 1976---, IS SET IN THE
 OJ0761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0761'GROUND SURFACE.  IT IS 88 FEET EAST-SOUTHEAST OF A POWER POLE
 OJ0761'AND 26 FEET NORTH OF CENTERLINE OF SHERIDAN LINE ROAD.
 OJ0761'
 OJ0761'REFERENCE MARK 2, STAMPED---NO 2 74004 1976---, IS SET IN THE
 OJ0761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0761'GROUND SURFACE.  IT IS 85 FEET SOUTHEAST OF A POWER POLE AND
 OJ0761'24.5 FEET NORTH OF THE CENTERLINE OF SHERIDAN LINE ROAD.
 OJ0761'
 OJ0761'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74004 1976---, IS A
 OJ0761'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0761'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 27
 OJ0761'FEET SOUTH OF THE CENTERLINE OF SHERIDAN LINE ROAD, 26 FEET
 OJ0761'EAST OF THE CENTER OF A DRIVE TO THE NORTH AND 4 FEET NORTH OF
 OJ0761'A WITNESS POST.
 OJ0761'
 OJ0761'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0761'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0761'
 OJ0761'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74004 1976---, IS A
 OJ0761'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0761'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 42 FEET SOUTH-SOUTHEAST OF A POWER POLE, 38.5
 OJ0761'FEET NORTH OF THE CENTERLINE OF M-90, 13 FEET SOUTH OF A FENCE
 OJ0761'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0761'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0761'THE GROUND SURFACE.
 OJ0761'
 OJ0761'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0761'TRANSPORTATION DISKS.
 OJ0761'
 OJ0761'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0761'NOTE- THE STATION UNDERGROUND DISK IS STAMPED 77004 1976---.
 OJ0761'DESCRIBED BY G ANDERSON.
 OJ0761
 OJ0761                          STATION RECOVERY (1980)
 OJ0761
 OJ0761'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0761'STATION AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS DESCRIBED
 OJ0761'AND REFERENCE MARK DISTANCES AGREE WITH ORIGINAL DATA.
 OJ0761
 OJ0761                          STATION RECOVERY (1994)
 OJ0761
 OJ0761'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0761'RECOVERED IN GOOD CONDITION.
 OJ0761
 OJ0761                          STATION RECOVERY (2002)
 OJ0761
 OJ0761'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0758 ***********************************************************************
 OJ0758  DESIGNATION -  74004 AZ MK 1
 OJ0758  PID         -  OJ0758
 OJ0758  STATE/COUNTY-  MI/SANILAC
 OJ0758  COUNTRY     -  US
 OJ0758  USGS QUAD   -  CROSWELL (2017)
 OJ0758
 OJ0758                         *CURRENT SURVEY CONTROL
 OJ0758  ______________________________________________________________________
 OJ0758* NAD 83(1994) POSITION- 43 15 06.15807(N) 082 34 52.45803(W)   ADJUSTED
 OJ0758* NAVD 88 ORTHO HEIGHT -   234.1   (meters)      768.    (feet) VERTCON3
 OJ0758  ______________________________________________________________________
 OJ0758  GEOID HEIGHT    -        -34.604 (meters)                     GEOID18
 OJ0758  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 OJ0758  HORZ ORDER      -  SECOND
 OJ0758
 OJ0758.The horizontal coordinates were established by classical geodetic methods
 OJ0758.and adjusted by the National Geodetic Survey in February 1997.
 OJ0758
 OJ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0758
 OJ0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0758.GEOID18 height accuracy estimate available here.
 OJ0758
 OJ0758.Click photographs - Photos may exist for this station.
 OJ0758
 OJ0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0758
 OJ0758. The following values were computed from the NAD 83(1994) position.
 OJ0758
 OJ0758;                    North         East     Units Scale Factor Converg.
 OJ0758;SPC MI S     -   196,115.243 4,144,968.460   MT  0.99992732   +1 12 54.1
 OJ0758;SPC MI S     -   643,422.71 13,598,977.89   iFT  0.99992732   +1 12 54.1
 OJ0758;UTM  17      - 4,789,981.237   371,642.200   MT  0.99980267   -1 05 01.0
 OJ0758
 OJ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0758!SPC MI S     -   0.99996872  x   0.99992732  =   0.99989604
 OJ0758!UTM  17      -   0.99996872  x   0.99980267  =   0.99977139
 OJ0758
 OJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7164289981(NAD 83)
 OJ0758
 OJ0758                          SUPERSEDED SURVEY CONTROL
 OJ0758
 OJ0758  NAD 83(1986)-  43 15 06.14541(N)    082 34 52.48500(W) AD(       ) 2
 OJ0758  NAD 27      -  43 15 06.04885(N)    082 34 52.75151(W) AD(       ) 2
 OJ0758  NGVD 29 (07/19/86)  234.2    (m)          768.     (f) VERT ANG       
 OJ0758
 OJ0758.Superseded values are not recommended for survey control.
 OJ0758
 OJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0758.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0758
 OJ0758_MARKER: DR = REFERENCE MARK DISK
 OJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0758_STAMPING: AZ MK NO 1 74004 1976
 OJ0758_MARK LOGO: MIDH
 OJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0758+STABILITY: SURFACE MOTION
 OJ0758
 OJ0758  HISTORY     - Date     Condition        Report By
 OJ0758  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0758  HISTORY     - 19940728 GOOD             USPSQD
 OJ0758
 OJ0758                          STATION DESCRIPTION
 OJ0758
 OJ0758'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0758'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0758'HURON, 2.8 MILES WEST-SOUTHWEST OF LEXINGTON AND 2.6 MILES
 OJ0758'SOUTHEAST OF CROSWELL, ALONG SHERIDAN LINE ROAD.
 OJ0758'
 OJ0758'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0758'IN LEXINGTON GO WEST ON M-90 FOR 3 MILES TO WILDCAT ROAD, GO
 OJ0758'SOUTH ON WILDCAT ROAD FOR 1 MILE TO SHERIDAN LINE ROAD, GO EAST
 OJ0758'ON SHERIDAN LINE ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 OJ0758'
 OJ0758'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74004 1976---, IS A
 OJ0758'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0758'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0758'SURFACE.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 27
 OJ0758'FEET SOUTH OF THE CENTERLINE OF SHERIDAN LINE ROAD, 26 FEET
 OJ0758'EAST OF THE CENTER OF A DRIVE TO THE NORTH AND 4 FEET NORTH OF
 OJ0758'A WITNESS POST.
 OJ0758'
 OJ0758'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0758'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0758'DESCRIBED BY G.P. ROSENDALE.
 OJ0758
 OJ0758                          STATION RECOVERY (1994)
 OJ0758
 OJ0758'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0762 ***********************************************************************
 OJ0762  DESIGNATION -  74004 AZ MK 2
 OJ0762  PID         -  OJ0762
 OJ0762  STATE/COUNTY-  MI/SANILAC
 OJ0762  COUNTRY     -  US
 OJ0762  USGS QUAD   -  CROSWELL (2017)
 OJ0762
 OJ0762                         *CURRENT SURVEY CONTROL
 OJ0762  ______________________________________________________________________
 OJ0762* NAD 83(1994) POSITION- 43 15 57.35877(N) 082 35 34.91524(W)   ADJUSTED
 OJ0762* NAVD 88 ORTHO HEIGHT -   239.5   (meters)      786.    (feet) VERTCON3
 OJ0762  ______________________________________________________________________
 OJ0762  GEOID HEIGHT    -        -34.579 (meters)                     GEOID18
 OJ0762  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 OJ0762  HORZ ORDER      -  SECOND
 OJ0762
 OJ0762.The horizontal coordinates were established by classical geodetic methods
 OJ0762.and adjusted by the National Geodetic Survey in February 1997.
 OJ0762
 OJ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0762
 OJ0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0762.GEOID18 height accuracy estimate available here.
 OJ0762
 OJ0762.Click photographs - Photos may exist for this station.
 OJ0762
 OJ0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0762
 OJ0762. The following values were computed from the NAD 83(1994) position.
 OJ0762
 OJ0762;                    North         East     Units Scale Factor Converg.
 OJ0762;SPC MI S     -   197,674.618 4,143,977.730   MT  0.99992894   +1 12 25.2
 OJ0762;SPC MI S     -   648,538.77 13,595,727.46   iFT  0.99992894   +1 12 25.2
 OJ0762;UTM  17      - 4,791,578.898   370,714.930   MT  0.99980561   -1 05 31.2
 OJ0762
 OJ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0762!SPC MI S     -   0.99996787  x   0.99992894  =   0.99989681
 OJ0762!UTM  17      -   0.99996787  x   0.99980561  =   0.99977348
 OJ0762
 OJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7071491578(NAD 83)
 OJ0762
 OJ0762                          SUPERSEDED SURVEY CONTROL
 OJ0762
 OJ0762  NAD 83(1986)-  43 15 57.34623(N)    082 35 34.94192(W) AD(       ) 2
 OJ0762  NAD 27      -  43 15 57.25055(N)    082 35 35.20586(W) AD(       ) 2
 OJ0762  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 OJ0762
 OJ0762.Superseded values are not recommended for survey control.
 OJ0762
 OJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0762.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0762
 OJ0762_MARKER: DR = REFERENCE MARK DISK
 OJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0762_STAMPING: AZ MK NO 2 74004 1976
 OJ0762_MARK LOGO: MIDT
 OJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0762+STABILITY: SURFACE MOTION
 OJ0762
 OJ0762  HISTORY     - Date     Condition        Report By
 OJ0762  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0762  HISTORY     - 19940728 GOOD             USPSQD
 OJ0762
 OJ0762                          STATION DESCRIPTION
 OJ0762
 OJ0762'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0762'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0762'HURON, 3 MILES WEST OF LEXINGTON AND 2 MILES
 OJ0762'SOUTHEAST OF CROSWELL, AND ON STATE RIGHT-OF-WAY PROPERTY.
 OJ0762'
 OJ0762'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0762'IN LEXINGTON GO WEST ON M-90 FOR 3.15 MILES TO THE MARK ON
 OJ0762'THE RIGHT.
 OJ0762'
 OJ0762'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74004 1976---, IS A
 OJ0762'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0762'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0762'SURFACE.  IT IS 42 FEET SOUTH-SOUTHEAST OF A POWER POLE, 38.5
 OJ0762'FEET NORTH OF THE CENTERLINE OF M-90, 13 FEET SOUTH OF A FENCE
 OJ0762'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0762'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0762'THE GROUND SURFACE.
 OJ0762'
 OJ0762'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0762'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0762'DESCRIBED BY G.P. ROSENDALE.
 OJ0762
 OJ0762                          STATION RECOVERY (1994)
 OJ0762
 OJ0762'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6127 ***********************************************************************
 DN6127  DESIGNATION -  74600
 DN6127  PID         -  DN6127
 DN6127  STATE/COUNTY-  MI/SANILAC
 DN6127  COUNTRY     -  US
 DN6127  USGS QUAD   -  MARLETTE (2017)
 DN6127
 DN6127                         *CURRENT SURVEY CONTROL
 DN6127  ______________________________________________________________________
 DN6127* NAD 83(1986) POSITION- 43 17 36.0    (N) 083 05 32.8    (W)   HD_HELD2
 DN6127* NAVD 88 ORTHO HEIGHT -   264.653 (meters)      868.28  (feet) ADJUSTED
 DN6127  ______________________________________________________________________
 DN6127  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 DN6127  DYNAMIC HEIGHT  -        264.596 (meters)      868.10  (feet) COMP
 DN6127  MODELED GRAVITY -    980,397.2   (mgal)                       NAVD 88
 DN6127
 DN6127  VERT ORDER      -  SECOND    CLASS I
 DN6127
 DN6127.The horizontal coordinates were established by autonomous hand held GPS
 DN6127.observations and have an estimated accuracy of +/- 10 meters.
 DN6127
 DN6127.The orthometric height was determined by differential leveling and
 DN6127.adjusted by the NATIONAL GEODETIC SURVEY
 DN6127.in October 2019.
 DN6127
 DN6127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6127.GEOID18 height accuracy estimate available here.
 DN6127
 DN6127.Click photographs - Photos may exist for this station.
 DN6127
 DN6127.The dynamic height is computed by dividing the NAVD 88
 DN6127.geopotential number by the normal gravity value computed on the
 DN6127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6127.degrees latitude (g = 980.6199 gals.).
 DN6127
 DN6127.The modeled gravity was interpolated from observed gravity values.
 DN6127
 DN6127;                    North         East    Units  Estimated Accuracy
 DN6127;SPC MI S     -   199,984.    4,103,395.      MT  (+/- 10 meters HH2 GPS)
 DN6127
 DN6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3025995515(NAD 83)
 DN6127
 DN6127                          SUPERSEDED SURVEY CONTROL
 DN6127
 DN6127  NAVD 88 (04/17/12)  264.571  (m)          868.01   (f) SUPERSEDED  2 1
 DN6127
 DN6127.Superseded values are not recommended for survey control.
 DN6127
 DN6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6127.See file dsdata.pdf to determine how the superseded data were derived.
 DN6127
 DN6127_MARKER: F = FLANGE-ENCASED ROD
 DN6127_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6127_STAMPING: MDOT 74600 2010
 DN6127_MARK LOGO: NONE
 DN6127_PROJECTION: RECESSED 13 CENTIMETERS
 DN6127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6127+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6127_ROD/PIPE-DEPTH: 13.5 meters
 DN6127_SLEEVE-DEPTH  : 1.0 meters
 DN6127
 DN6127  HISTORY     - Date     Condition        Report By
 DN6127  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6127  HISTORY     - 20190801 GOOD             INDIV
 DN6127
 DN6127                          STATION DESCRIPTION
 DN6127
 DN6127'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6127'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF BURNSIDE, 4.6 MI
 DN6127'(7.4 KM) EAST-SOUTHEAST OF CLIFFORD AND 2.4 MI (3.9 KM)
 DN6127'SOUTH-SOUTHWEST OF MARLETTE.
 DN6127'
 DN6127'TO REACH FROM THE INTERSECTION OF I-69 AND M-53 GO NORTH ON M-53 FOR
 DN6127'20.2 MI (32.5 KM) TO THE INTERSECTION OF M-53 AND CLIFFORD ROAD TURN
 DN6127'LEFT ON CLIFFORD ROAD AND GO 0.67 MI (1.1 KM) TO THE STATION ON THE
 DN6127'LEFT.
 DN6127'
 DN6127'THE STATION IS 46 FT (14.0 M) SOUTH OF THE CENTERLINE OF CLIFFORD
 DN6127'ROAD, 90 FT (27.4 M) WEST OF A GRAVEL DRIVEWAY, 150 FT (45.7 M) WEST
 DN6127'OF A POWER POLE, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DN6127
 DN6127                          STATION RECOVERY (2019)
 DN6127
 DN6127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BE)
 DN6127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0255 ***********************************************************************
 OJ0255  DESIGNATION -  75 1/2
 OJ0255  PID         -  OJ0255
 OJ0255  STATE/COUNTY-  MI/TUSCOLA
 OJ0255  COUNTRY     -  US
 OJ0255  USGS QUAD   -  CASS CITY (2017)
 OJ0255
 OJ0255                         *CURRENT SURVEY CONTROL
 OJ0255  ______________________________________________________________________
 OJ0255* NAD 83(1986) POSITION- 43 36 35.     (N) 083 11 24.     (W)   SCALED
 OJ0255* NAVD 88 ORTHO HEIGHT -   225.710 (meters)      740.52  (feet) ADJUSTED
 OJ0255  ______________________________________________________________________
 OJ0255  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 OJ0255  DYNAMIC HEIGHT  -        225.669 (meters)      740.38  (feet) COMP
 OJ0255  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 OJ0255
 OJ0255  VERT ORDER      -  SECOND    CLASS 0
 OJ0255
 OJ0255.The horizontal coordinates were scaled from a map and have
 OJ0255.an estimated accuracy of +/- 6 seconds.
 OJ0255
 OJ0255.The orthometric height was determined by differential leveling and
 OJ0255.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0255.in June 1991.
 OJ0255
 OJ0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0255.GEOID18 height accuracy estimate available here.
 OJ0255
 OJ0255.Click photographs - Photos may exist for this station.
 OJ0255
 OJ0255.The dynamic height is computed by dividing the NAVD 88
 OJ0255.geopotential number by the normal gravity value computed on the
 OJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0255.degrees latitude (g = 980.6199 gals.).
 OJ0255
 OJ0255.The modeled gravity was interpolated from observed gravity values.
 OJ0255
 OJ0255;                    North         East    Units  Estimated Accuracy
 OJ0255;SPC MI S     -   235,020.    4,094,990.      MT  (+/- 180 meters Scaled)
 OJ0255
 OJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ232308(NAD 83)
 OJ0255
 OJ0255                          SUPERSEDED SURVEY CONTROL
 OJ0255
 OJ0255  NGVD 29 (??/??/92)  225.845  (m)          740.96   (f) ADJ UNCH    2 0
 OJ0255
 OJ0255.Superseded values are not recommended for survey control.
 OJ0255
 OJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0255.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0255
 OJ0255_MARKER: Z = SEE DESCRIPTION
 OJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0255_STAMPING: BM NO 75 1/2
 OJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0255+STABILITY: SURFACE MOTION
 OJ0255
 OJ0255  HISTORY     - Date     Condition        Report By
 OJ0255  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0255  HISTORY     - 1935     GOOD             CGS
 OJ0255  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0255
 OJ0255                          STATION DESCRIPTION
 OJ0255
 OJ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OJ0255'1.2 MI NW FROM CASS CITY.
 OJ0255'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0255'STATION AT CASS CITY, TUSCOLA COUNTY, 75 YARDS NORTHWEST OF THE
 OJ0255'NORTHEAST END OF BRIDGE 75.44, 48.6 FEET SOUTHEAST OF THE
 OJ0255'INTERSECTION OF THE CENTERLINE OF A PRIVATE ROAD WITH THE EAST
 OJ0255'RAIL, 20.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 OJ0255'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER
 OJ0255'THAN THE TOP OF RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 OJ0255'NO. 75 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0255
 OJ0255                          STATION RECOVERY (1999)
 OJ0255
 OJ0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0603 ***********************************************************************
 QL0603  DESIGNATION -  75001
 QL0603  PID         -  QL0603
 QL0603  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0603  COUNTRY     -  US
 QL0603  USGS QUAD   -  MANISTIQUE WEST (2017)
 QL0603
 QL0603                         *CURRENT SURVEY CONTROL
 QL0603  ______________________________________________________________________
 QL0603* NAD 83(1994) POSITION- 45 57 04.36196(N) 086 15 13.42447(W)   ADJUSTED
 QL0603* NAVD 88 ORTHO HEIGHT -   181.9   (meters)      597.    (feet) VERTCON3
 QL0603  ______________________________________________________________________
 QL0603  GEOID HEIGHT    -        -35.430 (meters)                     GEOID18
 QL0603  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 QL0603  HORZ ORDER      -  SECOND
 QL0603
 QL0603.The horizontal coordinates were established by classical geodetic methods
 QL0603.and adjusted by the National Geodetic Survey in February 1997.
 QL0603
 QL0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0603
 QL0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0603.GEOID18 height accuracy estimate available here.
 QL0603
 QL0603.Click photographs - Photos may exist for this station.
 QL0603
 QL0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0603
 QL0603. The following values were computed from the NAD 83(1994) position.
 QL0603
 QL0603;                    North         East     Units Scale Factor Converg.
 QL0603;SPC MI N     -   130,075.210 8,057,853.902   MT  0.99991974   +0 32 21.8
 QL0603;SPC MI N     -   426,755.94 26,436,528.55   iFT  0.99991974   +0 32 21.8
 QL0603;UTM  16      - 5,088,897.523   557,836.204   MT  0.99964112   +0 32 11.0
 QL0603
 QL0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0603!SPC MI N     -   0.99997704  x   0.99991974  =   0.99989678
 QL0603!UTM  16      -   0.99997704  x   0.99964112  =   0.99961817
 QL0603
 QL0603:                Primary Azimuth Mark                     Grid Az
 QL0603:SPC MI N     -  MANISTIQUE MUNICIPAL TANK                055 22 48.3
 QL0603:UTM  16      -  MANISTIQUE MUNICIPAL TANK                055 22 59.1
 QL0603
 QL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5783688897(NAD 83)
 QL0603
 QL0603|---------------------------------------------------------------------|
 QL0603| PID    Reference Object                     Distance      Geod. Az  |
 QL0603|                                                           dddmmss.s |
 QL0603| QL0586 MANISTIQUE RADIO KQG 653 MAST       APPROX. 1.8 KM 0315546.8 |
 QL0603| QL0587 MANISTIQUE MUNICIPAL TANK           APPROX. 1.5 KM 0555510.1 |
 QL0603| CH1819 75001 RM 1                            9.139 METERS 24101     |
 QL0603|---------------------------------------------------------------------|
 QL0603
 QL0603                          SUPERSEDED SURVEY CONTROL
 QL0603
 QL0603  NAD 83(1986)-  45 57 04.35579(N)    086 15 13.42107(W) AD(       ) 2
 QL0603  NAD 27      -  45 57 04.46426(N)    086 15 12.90162(W) AD(       ) 2
 QL0603  NGVD 29 (07/19/86)  181.9    (m)          597.     (f) VERT ANG       
 QL0603
 QL0603.Superseded values are not recommended for survey control.
 QL0603
 QL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0603.See file dsdata.pdf to determine how the superseded data were derived.
 QL0603
 QL0603_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0603_STAMPING: 75001 1977
 QL0603_MARK LOGO: MIDH
 QL0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0603+STABILITY: SURFACE MOTION
 QL0603
 QL0603  HISTORY     - Date     Condition        Report By
 QL0603  HISTORY     - 1977     MONUMENTED       MIDH
 QL0603
 QL0603                          STATION DESCRIPTION
 QL0603
 QL0603'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0603'THE STATION IS ABOUT 0.62 MILES SOUTHWEST OF THE NEW COURTHOUSE IN
 QL0603'MANISTIQUE, IN THE NORTHWEST QUARTER OF SECTION 13 T41N R16W.
 QL0603'
 QL0603'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO NORTH
 QL0603'ON MAPLE STREET (EX. US-2) 0.25 MILE, TURN LEFT ON ELK STREET AND GO
 QL0603'WESTERLY ACROSS BRIDGE 0.7 MILE TO THE JUNCTION OF US HIGHWAY 2 AND
 QL0603'STATE HIGHWAY 94.  TURN LEFT ON US HIGHWAY 2 AND GO WEST 0.6 MILE TO
 QL0603'THE JUNCTION OF US HIGHWAY 2 AND OLD STATE HIGHWAY 219
 QL0603'(HARBORVIEW DRIVE).  TURN LEFT ON OLD STATE HIGHWAY 219 AND GO
 QL0603'SOUTHEASTERLY 0.3 MILE, TURN RIGHT AND GO 107 FEET SOUTHWEST TO THE
 QL0603'STATION ON THE SIDE OF A SAND DUNE.
 QL0603'
 QL0603'STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0603'ALUMINUM  DISKS STAMPED---75001 1977---.  THE SURFACE MARK IS SET IN A
 QL0603'12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 QL0603'THE GROUND.  IT IS 107 FEET WEST OF THE CENTER LINE OF A BLACKTOP ROAD
 QL0603'(OLD M-219), 33.4 FEET NORTHEAST OF A WHITE PINE CLUSTER, 21.4 FEET
 QL0603'SOUTHEAST OF A 6 INCH JACK PINE, 3 FEET SOUTHWEST OF A METAL WITNESS
 QL0603'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QL0603'CONCRETE 48 INCHES BELOW THE SURFACE MARK.
 QL0603'
 QL0603'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0603'ALUMINUM DISK STAMPED---RM 1 1977.  SET IN THE TOP OF A CYLINDRICAL
 QL0603'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 QL0603'IS 36.5 FEET SOUTHWEST OF A 6 INCH JACK PINE, 7.5 FEET EAST OF A WHITE
 QL0603'PINE CLUMP, 3.5 FEET SOUTH OF A METAL WITNESS POST.
 QL0603'
 QL0603'NO AZIMUTH MARK WAS SET BECAUSE STATION MANISTIQUE AND MIDH 75002 ARE
 QL0603'INTERVISABLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0597 ***********************************************************************
 QL0597  DESIGNATION -  75002
 QL0597  PID         -  QL0597
 QL0597  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0597  COUNTRY     -  US
 QL0597  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0597
 QL0597                         *CURRENT SURVEY CONTROL
 QL0597  ______________________________________________________________________
 QL0597* NAD 83(1994) POSITION- 45 56 43.75065(N) 086 14 04.22631(W)   ADJUSTED
 QL0597* NAVD 88 ORTHO HEIGHT -   176.7   (meters)      580.    (feet) VERTCON3
 QL0597  ______________________________________________________________________
 QL0597  GEOID HEIGHT    -        -35.434 (meters)                     GEOID18
 QL0597  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 QL0597  HORZ ORDER      -  SECOND
 QL0597
 QL0597.The horizontal coordinates were established by classical geodetic methods
 QL0597.and adjusted by the National Geodetic Survey in February 1997.
 QL0597
 QL0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0597
 QL0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0597.GEOID18 height accuracy estimate available here.
 QL0597
 QL0597.Click photographs - Photos may exist for this station.
 QL0597
 QL0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0597
 QL0597. The following values were computed from the NAD 83(1994) position.
 QL0597
 QL0597;                    North         East     Units Scale Factor Converg.
 QL0597;SPC MI N     -   129,453.124 8,059,350.144   MT  0.99992033   +0 33 11.8
 QL0597;SPC MI N     -   424,714.97 26,441,437.48   iFT  0.99992033   +0 33 11.8
 QL0597;UTM  16      - 5,088,275.530   559,331.998   MT  0.99964328   +0 33 00.6
 QL0597
 QL0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0597!SPC MI N     -   0.99997786  x   0.99992033  =   0.99989819
 QL0597!UTM  16      -   0.99997786  x   0.99964328  =   0.99962114
 QL0597
 QL0597:                Primary Azimuth Mark                     Grid Az
 QL0597:SPC MI N     -  MANISTIQUE LIGHTHOUSE                    265 11 10.9
 QL0597:UTM  16      -  MANISTIQUE LIGHTHOUSE                    265 11 22.1
 QL0597
 QL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5933188275(NAD 83)
 QL0597
 QL0597|---------------------------------------------------------------------|
 QL0597| PID    Reference Object                     Distance      Geod. Az  |
 QL0597|                                                           dddmmss.s |
 QL0597| CH1820 75002 RM 1                           29.590 METERS 02738     |
 QL0597| QL0593 75003 RM 1                          APPROX. 2.5 KM 0424836.9 |
 QL0597| QL0581 MANISTIQUE LIGHTHOUSE               APPROX. 1.0 KM 2654422.7 |
 QL0597| CH1821 75002 RM 2                           28.804 METERS 34835     |
 QL0597|---------------------------------------------------------------------|
 QL0597
 QL0597                          SUPERSEDED SURVEY CONTROL
 QL0597
 QL0597  NAD 83(1986)-  45 56 43.74450(N)    086 14 04.22293(W) AD(       ) 2
 QL0597  NAD 27      -  45 56 43.85315(N)    086 14 03.70908(W) AD(       ) 2
 QL0597  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 QL0597
 QL0597.Superseded values are not recommended for survey control.
 QL0597
 QL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0597.See file dsdata.pdf to determine how the superseded data were derived.
 QL0597
 QL0597_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0597_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QL0597_STAMPING: 75002 1977
 QL0597_MARK LOGO: MIDH
 QL0597_MAGNETIC: P = MARKER IS A STEEL PIPE
 QL0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0597
 QL0597  HISTORY     - Date     Condition        Report By
 QL0597  HISTORY     - 1977     MONUMENTED       MIDH
 QL0597
 QL0597                          STATION DESCRIPTION
 QL0597
 QL0597'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0597'THE STATION IS ABOUT 0.8 MILES SOUTHEAST OF THE INTERSECTION OF WALNUT
 QL0597'AND MAPLE STREETS IN MANISTIQUE AND NEAR THE TOWNSHIP PICNIC AREA ON
 QL0597'THE SHORE OF LAKE MICHIGAN.  T41N R15W SECTION 18.
 QL0597'
 QL0597'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH
 QL0597'ON MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT.  CONTINUE
 QL0597'EASTERLY ON US HIGHWAY 2 0.5 MILE TO PICNIC AREA ON RIGHT OF US
 QL0597'HIGHWAY 2.  TURN RIGHT ON WEST ENTRANCE TO PICNIC AREA, FOLLOW ROAD ON
 QL0597'LAKE SIDE OF PICNIC AREA 0.25 MILE.  TURN RIGHT AND GO SOUTH ONTO
 QL0597'BEACH 293 FEET TO STATION ON EDGE OF LAKE MICHIGAN.
 QL0597'
 QL0597'THE STATION MARK IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---75002 1977--- .  THE SURFACE DISK IS SET IN
 QL0597'THE TOP OF A IRON PIPE, SET IN A DRILL HOLE IN BEDROCK, IN A 12 INCH
 QL0597'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0597'NO UNDERGROUND MARK WAS SET.  IT IS 94.50 FEET SE OF RM 2, 97.09 FEET
 QL0597'SW OF RM 1, AND 3.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 QL0597'
 QL0597'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---RM 1 1977--- SET IN TOP OF A 12 INCH
 QL0597'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0597'IT IS 64.08 FEET EAST OF RM 2 AND 0.6 FEET SOUTH OF A METAL WITNESS
 QL0597'POST.
 QL0597'
 QL0597'REFERENCE MARK 2 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---RM 2 1977--- SET IN TOP OF A 12 INCH
 QL0597'CYLINDRICAL CONCRETE MONUMENT THAT IS RECESSED 2 INCHES BELOW GROUND
 QL0597'SURFACE.  IT IS 64.08 FEET WEST OF RM 1 AND 0.9 FEET EAST OF A METAL
 QL0597'WITNESS POST.
 QL0597'
 QL0597'NO AZIMUTH MARK WAS SET BECAUSE STATION MIDH 75001 AND MIDH 75003 ARE
 QL0597'INTERVISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0592 ***********************************************************************
 QL0592  DESIGNATION -  75003
 QL0592  PID         -  QL0592
 QL0592  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0592  COUNTRY     -  US
 QL0592  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0592
 QL0592                         *CURRENT SURVEY CONTROL
 QL0592  ______________________________________________________________________
 QL0592* NAD 83(1994) POSITION- 45 57 43.76154(N) 086 12 44.19203(W)   ADJUSTED
 QL0592* NAVD 88 ORTHO HEIGHT -   178.8   (meters)      587.    (feet) VERTCON3
 QL0592  ______________________________________________________________________
 QL0592  GEOID HEIGHT    -        -35.397 (meters)                     GEOID18
 QL0592  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 QL0592  HORZ ORDER      -  SECOND
 QL0592
 QL0592.The horizontal coordinates were established by classical geodetic methods
 QL0592.and adjusted by the National Geodetic Survey in February 1997.
 QL0592
 QL0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0592
 QL0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0592.GEOID18 height accuracy estimate available here.
 QL0592
 QL0592.Click photographs - Photos may exist for this station.
 QL0592
 QL0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0592
 QL0592. The following values were computed from the NAD 83(1994) position.
 QL0592
 QL0592;                    North         East     Units Scale Factor Converg.
 QL0592;SPC MI N     -   131,322.613 8,061,055.349   MT  0.99991866   +0 34 09.7
 QL0592;SPC MI N     -   430,848.47 26,447,031.98   iFT  0.99991866   +0 34 09.7
 QL0592;UTM  16      - 5,090,144.413   561,036.834   MT  0.99964580   +0 33 58.7
 QL0592
 QL0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0592!SPC MI N     -   0.99997752  x   0.99991866  =   0.99989618
 QL0592!UTM  16      -   0.99997752  x   0.99964580  =   0.99962333
 QL0592
 QL0592:                Primary Azimuth Mark                     Grid Az
 QL0592:SPC MI N     -  75003 AZ MK                              240 46 16.4
 QL0592:UTM  16      -  75003 AZ MK                              240 46 27.4
 QL0592
 QL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6103690144(NAD 83)
 QL0592
 QL0592|---------------------------------------------------------------------|
 QL0592| PID    Reference Object                     Distance      Geod. Az  |
 QL0592|                                                           dddmmss.s |
 QL0592| QL0595 75003 AZ MK                         APPROX. 0.9 KM 2412026.1 |
 QL0592| QL0596 MANISTIQUE TV TRANSLATOR MAST       APPROX. 1.6 KM 2544836.0 |
 QL0592| QL0582 MANISTIQUE TV CABLE CO MAST         APPROX. 1.4 KM 2555453.7 |
 QL0592| QL0593 75003 RM 1                            7.304 METERS 26520     |
 QL0592|---------------------------------------------------------------------|
 QL0592
 QL0592                          SUPERSEDED SURVEY CONTROL
 QL0592
 QL0592  NAD 83(1986)-  45 57 43.75550(N)    086 12 44.18851(W) AD(       ) 2
 QL0592  NAD 27      -  45 57 43.86337(N)    086 12 43.67644(W) AD(       ) 2
 QL0592  NGVD 29 (07/19/86)  178.8    (m)          587.     (f) VERT ANG       
 QL0592
 QL0592.Superseded values are not recommended for survey control.
 QL0592
 QL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0592.See file dsdata.pdf to determine how the superseded data were derived.
 QL0592
 QL0592_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0592_STAMPING: 75003 1977
 QL0592_MARK LOGO: MIDH
 QL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0592+STABILITY: SURFACE MOTION
 QL0592
 QL0592  HISTORY     - Date     Condition        Report By
 QL0592  HISTORY     - 1977     MONUMENTED       MIDH
 QL0592
 QL0592                          STATION DESCRIPTION
 QL0592
 QL0592'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0592'STATION IS LOCATED ABOUT 1.5 MILES EAST OF MANISTIQUE, AND ABOUT 0.6
 QL0592'MILE WEST OF THE SOO LINE RAILROAD OVERPASS WITH US HIGHWAY 2, IN
 QL0592'SECTION 8, T41N R15W.
 QL0592'
 QL0592'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE GO SOUTH ON
 QL0592'MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT.  CONTINUE EASTERLY
 QL0592'ON US HIGHWAY2 FOR 1.74 MILES.  (NOTE- TO REACH THE AZIMUTH MARK FROM
 QL0592'THIS POINT TURN RIGHT AND GO SOUTHEASTERLY 148 FEET TO MARK).
 QL0592'CONTINUE EASTERLY ON US HIGHWAY 2 0.56 MILE TO SIDE TRAIL ON RIGHT.
 QL0592'TURN RIGHT ONTO SIDE TRAIL AND GO SOUTH 212 FEET TO THE STATION ON
 QL0592'EDGE OF TREE LINE AND BEACH.
 QL0592'
 QL0592'STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0592'ALUMINUM DISKS STAMPED---75003 1977---THE SURFACE DISK IS SET IN THE
 QL0592'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 QL0592'ABOVE THE GROUND SURFACE.  THERE IS A 5/8 INCH BY 20 INCH ROD PLACED
 QL0592'IN THE CYLINDER FOR MAGNETIC PURPOSES.  IT IS 87.5 FEET SOUTHWEST OF A
 QL0592'3 INCH TAMARACK TREE, 60 FEET SOUTHWEST OF A 8 INCH WHITE PINE AND 3
 QL0592'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN A
 QL0592'IRON PIPE WHICH IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 QL0592'WHICH IS 42 INCHES BELOW GROUND SURFACE.
 QL0592'
 QL0592'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0592'ALUMINUM DISK STAMPED---RM 1 1977---SET IN THE TOP OF A 12 INCH
 QL0592'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 QL0592'52.5 FEET SSE OF A 3 INCH WHITE BIRCH, 45.5 FEET SOUTHEAST OF A 3 INCH
 QL0592'SPRUCE AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 QL0592'
 QL0592'THE AZIMUTH MARK IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0592'ALUMINUM DISK STAMPED---AZ MARK 75003 1977---SET IN TOP OF A 12 INCH
 QL0592'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0592'IT IS LOCATED JUST EAST OF THE EAST CITY LIMITS OF MANISTIQUE, 148
 QL0592'FEET SOUTH OF THE CENTER OF US HIGHWAY 2, 70.5 FEET SOUTHEAST OF A 9
 QL0592'INCH SPRUCE, 34 FEET WEST OF A 16 INCH WHITE PINE, 26 FEET NORTH OF A
 QL0592'15 INCH WHITE PINE AND 7 FEET NORTHWEST OF A METAL WITNESS POST WITH
 QL0592'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0595 ***********************************************************************
 QL0595  DESIGNATION -  75003 AZ MK
 QL0595  PID         -  QL0595
 QL0595  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0595  COUNTRY     -  US
 QL0595  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0595
 QL0595                         *CURRENT SURVEY CONTROL
 QL0595  ______________________________________________________________________
 QL0595* NAD 83(1994) POSITION- 45 57 29.64312(N) 086 13 21.22455(W)   ADJUSTED
 QL0595* NAVD 88 ORTHO HEIGHT -   178.7   (meters)      586.    (feet) VERTCON3
 QL0595  ______________________________________________________________________
 QL0595  GEOID HEIGHT    -        -35.408 (meters)                     GEOID18
 QL0595  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 QL0595  HORZ ORDER      -  SECOND
 QL0595
 QL0595.The horizontal coordinates were established by classical geodetic methods
 QL0595.and adjusted by the National Geodetic Survey in February 1997.
 QL0595
 QL0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0595
 QL0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0595.GEOID18 height accuracy estimate available here.
 QL0595
 QL0595.Click photographs - Photos may exist for this station.
 QL0595
 QL0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0595
 QL0595. The following values were computed from the NAD 83(1994) position.
 QL0595
 QL0595;                    North         East     Units Scale Factor Converg.
 QL0595;SPC MI N     -   130,878.890 8,060,262.334   MT  0.99991904   +0 33 42.9
 QL0595;SPC MI N     -   429,392.68 26,444,430.23   iFT  0.99991904   +0 33 42.9
 QL0595;UTM  16      - 5,089,700.853   560,244.013   MT  0.99964462   +0 33 31.9
 QL0595
 QL0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0595!SPC MI N     -   0.99997754  x   0.99991904  =   0.99989658
 QL0595!UTM  16      -   0.99997754  x   0.99964462  =   0.99962217
 QL0595
 QL0595:                Primary Azimuth Mark                     Grid Az
 QL0595:SPC MI N     -  75003                                    060 46 16.6
 QL0595:UTM  16      -  75003                                    060 46 27.6
 QL0595
 QL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6024489700(NAD 83)
 QL0595
 QL0595|---------------------------------------------------------------------|
 QL0595| PID    Reference Object                     Distance      Geod. Az  |
 QL0595|                                                           dddmmss.s |
 QL0595| QL0592 75003                               APPROX. 0.9 KM 0611959.5 |
 QL0595| QL0594 MIDH 75003 AZ MK A POINT             11.595 METERS 10904     |
 QL0595|---------------------------------------------------------------------|
 QL0595
 QL0595                          SUPERSEDED SURVEY CONTROL
 QL0595
 QL0595  NAD 83(1986)-  45 57 29.63703(N)    086 13 21.22082(W) AD(       ) 2
 QL0595  NAD 27      -  45 57 29.74524(N)    086 13 20.70764(W) AD(       ) 2
 QL0595  NGVD 29 (07/19/86)  178.7    (m)          586.     (f) VERT ANG       
 QL0595
 QL0595.Superseded values are not recommended for survey control.
 QL0595
 QL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0595.See file dsdata.pdf to determine how the superseded data were derived.
 QL0595
 QL0595_MARKER: DD = SURVEY DISK
 QL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0595_STAMPING: AZ MARK 75003 1977
 QL0595_MARK LOGO: MIDH
 QL0595_PROJECTION: FLUSH
 QL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0595+STABILITY: SURFACE MOTION
 QL0595
 QL0595  HISTORY     - Date     Condition        Report By
 QL0595  HISTORY     - 1977     MONUMENTED       MIDH
 QL0595
 QL0595                          STATION DESCRIPTION
 QL0595
 QL0595'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0595'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-NORTHEAST OF COOKS,
 QL0595'10.4 MI (16.7 KM) WEST-SOUTHWEST OF GULLIVER AND 1.1 MI (1.8 KM) EAST
 QL0595'OF MANISTIQUE.
 QL0595'
 QL0595'TO REACH FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH ON MAPLE
 QL0595'STREET (EX.  US-2) FOR 0.3 MI (0.5 KM) TO A BLINKER LIGHT.  CONTINUE
 QL0595'EASTERLY ON US HIGHWAY 2 FOR 1.74 MI (2.80 KM)  TURN RIGHT AND GO
 QL0595'SOUTHEASTERLY 148 FT (45.1 M) TO THE MARK.
 QL0595'
 QL0595'IT IS SET IN THE TOP OF A 12 INCH (30 CM) CYLINDRICAL CONCRETE
 QL0595'MONUMENT JUST EAST OF THE EAST CITY LIMITS OF MANISTIQUE, 148 FT
 QL0595'(45.1 M) SOUTH OF THE CENTER OF US HIGHWAY 2, 70.5 FT (21.5 M)
 QL0595'SOUTHEAST OF A 9 INCH (23 CM) SPRUCE, 34 FT (10.4 M) WEST OF A 16 INCH
 QL0595'(41 CM) WHITE PINE, 26 FT (7.9 M) NORTH OF A 15 INCH (38 CM) WHITE
 QL0595'PINE AND 7 FT (2.1 M) NORTHWEST OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0593 ***********************************************************************
 QL0593  DESIGNATION -  75003 RM 1
 QL0593  PID         -  QL0593
 QL0593  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0593  COUNTRY     -  US
 QL0593  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0593
 QL0593                         *CURRENT SURVEY CONTROL
 QL0593  ______________________________________________________________________
 QL0593* NAD 83(1994) POSITION- 45 57 43.74230(N) 086 12 44.53011(W)   ADJUSTED
 QL0593* NAVD 88 ORTHO HEIGHT -   178.8   (meters)      587.    (feet) VERTCON3
 QL0593  ______________________________________________________________________
 QL0593  GEOID HEIGHT    -        -35.397 (meters)                     GEOID18
 QL0593  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 QL0593  HORZ ORDER      -  SECOND
 QL0593
 QL0593.The horizontal coordinates were established by classical geodetic methods
 QL0593.and adjusted by the National Geodetic Survey in February 1997.
 QL0593
 QL0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0593
 QL0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0593.GEOID18 height accuracy estimate available here.
 QL0593
 QL0593.Click photographs - Photos may exist for this station.
 QL0593
 QL0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0593
 QL0593. The following values were computed from the NAD 83(1994) position.
 QL0593
 QL0593;                    North         East     Units Scale Factor Converg.
 QL0593;SPC MI N     -   131,321.947 8,061,048.076   MT  0.99991866   +0 34 09.4
 QL0593;SPC MI N     -   430,846.28 26,447,008.12   iFT  0.99991866   +0 34 09.4
 QL0593;UTM  16      - 5,090,143.747   561,029.564   MT  0.99964579   +0 33 58.4
 QL0593
 QL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0593!SPC MI N     -   0.99997752  x   0.99991866  =   0.99989618
 QL0593!UTM  16      -   0.99997752  x   0.99964579  =   0.99962332
 QL0593
 QL0593:                Primary Azimuth Mark                     Grid Az
 QL0593:SPC MI N     -  75002                                    222 15 24.8
 QL0593:UTM  16      -  75002                                    222 15 35.8
 QL0593
 QL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6102990143(NAD 83)
 QL0593
 QL0593|---------------------------------------------------------------------|
 QL0593| PID    Reference Object                     Distance      Geod. Az  |
 QL0593|                                                           dddmmss.s |
 QL0593| QL0592 75003                                 7.304 METERS 08520     |
 QL0593| QL0597 75002                               APPROX. 2.5 KM 2224934.2 |
 QL0593|---------------------------------------------------------------------|
 QL0593
 QL0593                          SUPERSEDED SURVEY CONTROL
 QL0593
 QL0593  NAD 83(1986)-  45 57 43.73626(N)    086 12 44.52671(W) AD(       ) 2
 QL0593  NAD 27      -  45 57 43.84412(N)    086 12 44.01466(W) AD(       ) 2
 QL0593  NGVD 29 (07/19/86)  178.8    (m)          587.     (f) VERT ANG       
 QL0593
 QL0593.Superseded values are not recommended for survey control.
 QL0593
 QL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0593.See file dsdata.pdf to determine how the superseded data were derived.
 QL0593
 QL0593_MARKER: DD = SURVEY DISK
 QL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0593_STAMPING: RM 1 75003 1977
 QL0593_MARK LOGO: MIDH
 QL0593_PROJECTION: FLUSH
 QL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0593+STABILITY: SURFACE MOTION
 QL0593
 QL0593  HISTORY     - Date     Condition        Report By
 QL0593  HISTORY     - 1977     MONUMENTED       MIDH
 QL0593
 QL0593                          STATION DESCRIPTION
 QL0593
 QL0593'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0593'THE MARK IS LOCATED ABOUT 13.1 MI (21.1 KM) EAST-NORTHEAST OF COOKS,
 QL0593'9.9 MI (15.9 KM) WEST-SOUTHWEST OF GULLIVER AND 1.7 MI (2.7 KM) EAST
 QL0593'OF MANISTIQUE.
 QL0593'
 QL0593'TO REACH FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH ON MAPLE
 QL0593'STREET (EX.  US-2) FOR 0.3 MI (0.5 KM) TO A BLINKER LIGHT.  CONTINUE
 QL0593'EASTERLY ON US HIGHWAY 2 FOR 1.74 MI (2.80 KM) TO THE INTERSECTION OF
 QL0593'RIVER ROAD.  CONTINUE EASTERLY ON US HIGHWAY 2 FOR 0.56 MI (0.90 KM)
 QL0593'TO A SIDE TRAIL ON THE RIGHT.  TURN RIGHT ONTO SIDE TRAIL AND GO SOUTH
 QL0593'200 FT (61.0 M) TO THE MARK AT THE EDGE OF THE WOODS.
 QL0593'
 QL0593'IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT 52.5
 QL0593'FEET SSE OF A 3 INCH WHITE BIRCH, 45.5 FEET SOUTHEAST OF A 3 INCH
 QL0593'SPRUCE AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0591 ***********************************************************************
 QL0591  DESIGNATION -  75004
 QL0591  PID         -  QL0591
 QL0591  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0591  COUNTRY     -  US
 QL0591  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0591
 QL0591                         *CURRENT SURVEY CONTROL
 QL0591  ______________________________________________________________________
 QL0591* NAD 83(1994) POSITION- 45 57 55.36629(N) 086 11 11.97459(W)   ADJUSTED
 QL0591* NAVD 88 ORTHO HEIGHT -   206.9   (meters)      679.    (feet) VERTCON3
 QL0591  ______________________________________________________________________
 QL0591  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 QL0591  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 QL0591  HORZ ORDER      -  SECOND
 QL0591
 QL0591.The horizontal coordinates were established by classical geodetic methods
 QL0591.and adjusted by the National Geodetic Survey in February 1997.
 QL0591
 QL0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0591
 QL0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0591.GEOID18 height accuracy estimate available here.
 QL0591
 QL0591.Click photographs - Photos may exist for this station.
 QL0591
 QL0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0591
 QL0591. The following values were computed from the NAD 83(1994) position.
 QL0591
 QL0591;                    North         East     Units Scale Factor Converg.
 QL0591;SPC MI N     -   131,700.915 8,063,037.059   MT  0.99991834   +0 35 16.3
 QL0591;SPC MI N     -   432,089.62 26,453,533.66   iFT  0.99991834   +0 35 16.3
 QL0591;UTM  16      - 5,090,522.504   563,018.028   MT  0.99964882   +0 35 05.1
 QL0591
 QL0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0591!SPC MI N     -   0.99997311  x   0.99991834  =   0.99989146
 QL0591!UTM  16      -   0.99997311  x   0.99964882  =   0.99962194
 QL0591
 QL0591:                Primary Azimuth Mark                     Grid Az
 QL0591:SPC MI N     -  MANISTIQUE LIGHTHOUSE                    243 35 54.1
 QL0591:UTM  16      -  MANISTIQUE LIGHTHOUSE                    243 36 05.3
 QL0591
 QL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6301890522(NAD 83)
 QL0591
 QL0591|---------------------------------------------------------------------|
 QL0591| PID    Reference Object                     Distance      Geod. Az  |
 QL0591|                                                           dddmmss.s |
 QL0591| QL0590 75005 AZ MK                         364.747 METERS 00046     |
 QL0591| QL0581 MANISTIQUE LIGHTHOUSE               APPROX. 5.2 KM 2441110.4 |
 QL0591| CH1822 75004 RM 1                           12.899 METERS 28104     |
 QL0591|---------------------------------------------------------------------|
 QL0591
 QL0591                          SUPERSEDED SURVEY CONTROL
 QL0591
 QL0591  NAD 83(1986)-  45 57 55.36030(N)    086 11 11.97104(W) AD(       ) 2
 QL0591  NAD 27      -  45 57 55.46666(N)    086 11 11.46392(W) AD(       ) 2
 QL0591  NGVD 29 (07/19/86)  206.9    (m)          679.     (f) VERT ANG       
 QL0591
 QL0591.Superseded values are not recommended for survey control.
 QL0591
 QL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0591.See file dsdata.pdf to determine how the superseded data were derived.
 QL0591
 QL0591_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0591_STAMPING: 75004 1977
 QL0591_MARK LOGO: MIDH
 QL0591_PROJECTION: FLUSH
 QL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0591+STABILITY: SURFACE MOTION
 QL0591
 QL0591  HISTORY     - Date     Condition        Report By
 QL0591  HISTORY     - 1977     MONUMENTED       MIDH
 QL0591
 QL0591                          STATION DESCRIPTION
 QL0591
 QL0591'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0591'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF MANISTIQUE ON THE SOUTH
 QL0591'SIDE OF FAIRVIEW CEMETARY NEAR EDGE OF BLUFF.  T41N R15W SECTION 9.
 QL0591'
 QL0591'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE GO SOUTH ON
 QL0591'MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT, CONTINUE EASTERLY
 QL0591'ON US HIGHWAY 2 FOR 3.7 MILES TO FAIRVIEW CEMETARY ENTRANCE, TURN
 QL0591'RIGHT INTO CEMETARY AND GO SOUTH 0.15 MILE TO SOUTH EDGE OF CEMETARY,
 QL0591'TURN RIGHT AND GO 0.08 MILE TO FIRST ROAD ON LEFT, TURN LEFT AND GO
 QL0591'SOUTHERLY TO Y TAKE THE LEFT TWO TRACK TRAIL EASTERLY ALONG EDGE OF
 QL0591'BLUFF 0.15 MILE, THEN FEET LEFT TO STATION.
 QL0591'
 QL0591'THE STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0591'ALUMINUM DISKS STAMPED---75004 1977.  THE SURFACE DISK IS SET IN THE
 QL0591'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QL0591'GROUND.  IT IS 50 FEET NORTH OF THE BLUFF EDGE, 29.2 FEET ESE OF A 6
 QL0591'INCH CHERRY, 13.5 FEET SW OF A 9 INCH WHITE BIRCH AND 4.6 FEET WEST OF
 QL0591'A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE
 QL0591'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 QL0591'SURFACE.
 QL0591'
 QL0591'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0591'ALUMINUM DISK STAMPED---RM1 1977---SET IN THE TOP OF A 12 INCH
 QL0591'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0591'IT IS 59 FEET SSE OF A 20 INCH TWIN WHITE BIRCH, 16 FEET NORTH OF A
 QL0591'TWO TRACK ROAD CENTERLINE, 14 FEET WEST OF A 6 INCH CHERRY AND 1.7
 QL0591'FEET EAST OF A METAL WITNESS POST WITH SIGN.
 QL0591'
 QL0591'AZIMUTH MARK MIDH 75005 IS VISABLE FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0589 ***********************************************************************
 QL0589  DESIGNATION -  75005
 QL0589  PID         -  QL0589
 QL0589  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0589  COUNTRY     -  US
 QL0589  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0589
 QL0589                         *CURRENT SURVEY CONTROL
 QL0589  ______________________________________________________________________
 QL0589* NAD 83(1994) POSITION- 45 58 23.25578(N) 086 11 11.05766(W)   ADJUSTED
 QL0589* NAVD 88 ORTHO HEIGHT -   207.8   (meters)      682.    (feet) VERTCON3
 QL0589  ______________________________________________________________________
 QL0589  GEOID HEIGHT    -        -35.361 (meters)                     GEOID18
 QL0589  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 QL0589  HORZ ORDER      -  SECOND
 QL0589
 QL0589.The horizontal coordinates were established by classical geodetic methods
 QL0589.and adjusted by the National Geodetic Survey in February 1997.
 QL0589
 QL0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0589
 QL0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0589.GEOID18 height accuracy estimate available here.
 QL0589
 QL0589.Click photographs - Photos may exist for this station.
 QL0589
 QL0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0589
 QL0589. The following values were computed from the NAD 83(1994) position.
 QL0589
 QL0589;                    North         East     Units Scale Factor Converg.
 QL0589;SPC MI N     -   132,562.095 8,063,047.962   MT  0.99991760   +0 35 17.0
 QL0589;SPC MI N     -   434,915.01 26,453,569.43   iFT  0.99991760   +0 35 17.0
 QL0589;UTM  16      - 5,091,383.452   563,028.974   MT  0.99964884   +0 35 06.0
 QL0589
 QL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0589!SPC MI N     -   0.99997297  x   0.99991760  =   0.99989057
 QL0589!UTM  16      -   0.99997297  x   0.99964884  =   0.99962182
 QL0589
 QL0589:                Primary Azimuth Mark                     Grid Az
 QL0589:SPC MI N     -  75005 AZ MK                              181 07 51.9
 QL0589:UTM  16      -  75005 AZ MK                              181 08 02.9
 QL0589
 QL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6302891383(NAD 83)
 QL0589
 QL0589|---------------------------------------------------------------------|
 QL0589| PID    Reference Object                     Distance      Geod. Az  |
 QL0589|                                                           dddmmss.s |
 QL0589| CH1823 75005 RM 1                           24.170 METERS 17312     |
 QL0589| QL0590 75005 AZ MK                         496.603 METERS 1814308.9 |
 QL0589|---------------------------------------------------------------------|
 QL0589
 QL0589                          SUPERSEDED SURVEY CONTROL
 QL0589
 QL0589  NAD 83(1986)-  45 58 23.24987(N)    086 11 11.05411(W) AD(       ) 2
 QL0589  NAD 27      -  45 58 23.35629(N)    086 11 10.54643(W) AD(       ) 2
 QL0589  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG       
 QL0589
 QL0589.Superseded values are not recommended for survey control.
 QL0589
 QL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0589.See file dsdata.pdf to determine how the superseded data were derived.
 QL0589
 QL0589_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0589_STAMPING: 75005 1977
 QL0589_MARK LOGO: MIDT
 QL0589_PROJECTION: FLUSH
 QL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0589+STABILITY: SURFACE MOTION
 QL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0589+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 QL0589
 QL0589  HISTORY     - Date     Condition        Report By
 QL0589  HISTORY     - 1977     MONUMENTED       MIDT
 QL0589  HISTORY     - 20010911 GOOD             MIDT
 QL0589
 QL0589                          STATION DESCRIPTION
 QL0589
 QL0589'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1977 (JPS)
 QL0589'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF THE NEW COURTHOUSE IN
 QL0589'MANISTIQUE, IN THE SOUTHEAST QUARTER OF SECTION 4, T41N R15W.
 QL0589'
 QL0589'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE GO SOUTH ON
 QL0589'MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT, CONTINUE EASTERLY
 QL0589'ON US HIGHWAY 2 3.7 MILES TO JUNCTION OF US HIGHWAY 2 AND COUNTY ROAD
 QL0589'433 (MANISTIQUE RIVER ROAD)(NOTE-- TO REACH THE AZIMUTH MARK FROM THIS
 QL0589'POINT TURN RIGHT AND GO SOUTH 48 FEET).  AT JUNCTION TURN LEFT ON
 QL0589'COUNTY ROAD 433 AND GO NORTH 0.37 MILE TO STATION, 40 FEET ON THE
 QL0589'RIGHT IN THE DITCH (ACROSS FROM FAIRVIEW SCHOOL DISTRICT).
 QL0589'
 QL0589'STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0589'ALUMINUM DISKS STAMPED---75005 1977---.  THE SURFACE MARK IS SET IN A
 QL0589'12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 QL0589'SURFACE.  IT IS 40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 433, 10
 QL0589'FEET WEST OF A N-S FENCE LINE AND 9 FEET WEST OF A METAL WITNESS POST
 QL0589'WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 QL0589'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE MARK.
 QL0589'
 QL0589'THE AZIMUTH MARK IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0589'ALUMINUM DISK STAMPED---AZIMUTH 75005 1977---SET IN THE TOP OF A 12
 QL0589'INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 QL0589'SURFACE.  IT IS 57 FEET EAST OF THE CENTERLINE OF THE CEMETARY
 QL0589'ENTRANCE DRIVE, 48 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 2, 42.5
 QL0589'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 5 FOOT BY 5 FOOT BRICK
 QL0589'GATE POST AND 4 FEET NNW OF A METAL WITNESS POST WITH SIGN.
 QL0589
 QL0589                          STATION RECOVERY (2001)
 QL0589
 QL0589'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0590 ***********************************************************************
 QL0590  DESIGNATION -  75005 AZ MK
 QL0590  PID         -  QL0590
 QL0590  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0590  COUNTRY     -  US
 QL0590  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0590
 QL0590                         *CURRENT SURVEY CONTROL
 QL0590  ______________________________________________________________________
 QL0590* NAD 83(1994) POSITION- 45 58 07.17883(N) 086 11 11.74964(W)   ADJUSTED
 QL0590* NAVD 88 ORTHO HEIGHT -   207.4   (meters)      680.    (feet) VERTCON3
 QL0590  ______________________________________________________________________
 QL0590  GEOID HEIGHT    -        -35.369 (meters)                     GEOID18
 QL0590  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 QL0590  HORZ ORDER      -  SECOND
 QL0590
 QL0590.The horizontal coordinates were established by classical geodetic methods
 QL0590.and adjusted by the National Geodetic Survey in February 1997.
 QL0590
 QL0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0590
 QL0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0590.GEOID18 height accuracy estimate available here.
 QL0590
 QL0590.Click photographs - Photos may exist for this station.
 QL0590
 QL0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0590
 QL0590. The following values were computed from the NAD 83(1994) position.
 QL0590
 QL0590;                    North         East     Units Scale Factor Converg.
 QL0590;SPC MI N     -   132,065.630 8,063,038.160   MT  0.99991803   +0 35 16.5
 QL0590;SPC MI N     -   433,286.19 26,453,537.27   iFT  0.99991803   +0 35 16.5
 QL0590;UTM  16      - 5,090,887.121   563,019.148   MT  0.99964882   +0 35 05.4
 QL0590
 QL0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0590!SPC MI N     -   0.99997304  x   0.99991803  =   0.99989107
 QL0590!UTM  16      -   0.99997304  x   0.99964882  =   0.99962186
 QL0590
 QL0590:                Primary Azimuth Mark                     Grid Az
 QL0590:SPC MI N     -  75005                                    001 07 51.9
 QL0590:UTM  16      -  75005                                    001 08 03.0
 QL0590
 QL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6301990887(NAD 83)
 QL0590
 QL0590|---------------------------------------------------------------------|
 QL0590| PID    Reference Object                     Distance      Geod. Az  |
 QL0590|                                                           dddmmss.s |
 QL0590| QL0589 75005                               496.603 METERS 0014308.4 |
 QL0590| QL0591 75004                               364.747 METERS 18046     |
 QL0590|---------------------------------------------------------------------|
 QL0590
 QL0590                          SUPERSEDED SURVEY CONTROL
 QL0590
 QL0590  NAD 83(1986)-  45 58 07.17287(N)    086 11 11.74609(W) AD(       ) 2
 QL0590  NAD 27      -  45 58 07.27927(N)    086 11 11.23874(W) AD(       ) 2
 QL0590  NGVD 29 (07/19/86)  207.4    (m)          680.     (f) VERT ANG       
 QL0590
 QL0590.Superseded values are not recommended for survey control.
 QL0590
 QL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0590.See file dsdata.pdf to determine how the superseded data were derived.
 QL0590
 QL0590_MARKER: DD = SURVEY DISK
 QL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0590_STAMPING: AZIMUTH 75005 1977
 QL0590_MARK LOGO: MIDH
 QL0590_PROJECTION: FLUSH
 QL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0590+STABILITY: SURFACE MOTION
 QL0590
 QL0590  HISTORY     - Date     Condition        Report By
 QL0590  HISTORY     - 1977     MONUMENTED       MIDH
 QL0590
 QL0590                          STATION DESCRIPTION
 QL0590
 QL0590'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0590'THE MARK IS LOCATED ABOUT 14.4 MI (23.2 KM) EAST-NORTHEAST OF COOKS,
 QL0590'8.6 MI (13.8 KM) WEST-SOUTHWEST OF GULLIVER AND 3.0 MI (4.8 KM)
 QL0590'EAST-NORTHEAST OF MANISTIQUE.
 QL0590'
 QL0590'TO REACH FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH ON MAPLE
 QL0590'STREET (EX.  US-2) 0.3 MI (0.5 KM) TO BLINKER LIGHT.  CONTINUE
 QL0590'EASTERLY ON US HIGHWAY 2 3.7 MI (6.0 KM) TO THE JUNCTION OF US HIGHWAY
 QL0590'2 AND COUNTY ROAD 433 (MANISTIQUE RIVER ROAD) AN THE MARK ON THE
 QL0590'RIGHT.
 QL0590'
 QL0590'IT IS SET IN THE TOP OF A 12 INCH (30 CM) CYLINDRICAL CONCRETE
 QL0590'MONUMENT 57 FT (17.4 M) EAST OF THE CENTERLINE OF THE CEMETERY
 QL0590'ENTRANCE DRIVE, 48 FT (14.6 M) SOUTH OF THE CENTERLINE OF US HIGHWAY
 QL0590'2, 42.5 FT (13.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A 5 FT
 QL0590'(1.5 M) BY 5 FT (1.5 M) BRICK GATE POST AND 4 FT (1.2 M)
 QL0590'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0612 ***********************************************************************
 NF0612  DESIGNATION -  753
 NF0612  PID         -  NF0612
 NF0612  STATE/COUNTY-  MI/ALLEGAN
 NF0612  COUNTRY     -  US
 NF0612  USGS QUAD   -  MERSON (2017)
 NF0612
 NF0612                         *CURRENT SURVEY CONTROL
 NF0612  ______________________________________________________________________
 NF0612* NAD 83(1986) POSITION- 42 28 44.     (N) 085 45 00.     (W)   SCALED
 NF0612* NAVD 88 ORTHO HEIGHT -   228.996 (meters)      751.30  (feet) ADJUSTED
 NF0612  ______________________________________________________________________
 NF0612  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 NF0612  DYNAMIC HEIGHT  -        228.933 (meters)      751.09  (feet) COMP
 NF0612  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 NF0612
 NF0612  VERT ORDER      -  SECOND    CLASS 0
 NF0612
 NF0612.The horizontal coordinates were scaled from a map and have
 NF0612.an estimated accuracy of +/- 6 seconds.
 NF0612
 NF0612.The orthometric height was determined by differential leveling and
 NF0612.adjusted by the NATIONAL GEODETIC SURVEY
 NF0612.in June 1991.
 NF0612
 NF0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0612.GEOID18 height accuracy estimate available here.
 NF0612
 NF0612.Click photographs - Photos may exist for this station.
 NF0612
 NF0612.The dynamic height is computed by dividing the NAVD 88
 NF0612.geopotential number by the normal gravity value computed on the
 NF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0612.degrees latitude (g = 980.6199 gals.).
 NF0612
 NF0612.The modeled gravity was interpolated from observed gravity values.
 NF0612
 NF0612;                    North         East    Units  Estimated Accuracy
 NF0612;SPC MI S     -   109,670.    3,886,270.      MT  (+/- 180 meters Scaled)
 NF0612
 NF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN027037(NAD 83)
 NF0612
 NF0612                          SUPERSEDED SURVEY CONTROL
 NF0612
 NF0612  NGVD 29 (??/??/92)  229.131  (m)          751.74   (f) ADJ UNCH    2 0
 NF0612
 NF0612.Superseded values are not recommended for survey control.
 NF0612
 NF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0612.See file dsdata.pdf to determine how the superseded data were derived.
 NF0612
 NF0612_MARKER: P = PIPE CAP
 NF0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0612_STAMPING: 753
 NF0612_MARK LOGO: USGS
 NF0612_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0612
 NF0612  HISTORY     - Date     Condition        Report By
 NF0612  HISTORY     - 1915     MONUMENTED       USGS
 NF0612  HISTORY     - 1948     GOOD             CGS
 NF0612  HISTORY     - 1984     GOOD             NGS
 NF0612  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0612
 NF0612                          STATION DESCRIPTION
 NF0612
 NF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0612'3.5 MI NW FROM OTSEGO.
 NF0612'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE STATE BANK
 NF0612'BUILDING AT OTSEGO, ABOUT 2.1 MILES NORTHWEST OF THE BRIDGE OVER
 NF0612'KALAMAZOO RIVER, AT THE GRABLE SCHOOL DISTRICT NO. 9, AND AT
 NF0612'THE JUNCTION OF GRAVEL ROADS LEADING NORTH AND EAST, 66 FEET
 NF0612'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF
 NF0612'THE CENTER LINE OF THE ROAD EAST, 51 FEET EAST OF THE PROLONGED
 NF0612'CENTER LINE OF THE ROAD NORTH, 92 FEET NORTHWEST OF THE NORTHWEST
 NF0612'CORNER OF THE BRICK SCHOOL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0612'POST, 1 FOOT ABOVE THE HIGHWAY AND PROJECTING 10 IN.
 NF0612
 NF0612                          STATION RECOVERY (1984)
 NF0612
 NF0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0612'RECOVERED IN GOOD CONDITION.
 NF0612
 NF0612                          STATION RECOVERY (1989)
 NF0612
 NF0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0612'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0417 ***********************************************************************
 NE0417  DESIGNATION -  756
 NE0417  PID         -  NE0417
 NE0417  STATE/COUNTY-  MI/OAKLAND
 NE0417  COUNTRY     -  US
 NE0417  USGS QUAD   -  ROCHESTER (2017)
 NE0417
 NE0417                         *CURRENT SURVEY CONTROL
 NE0417  ______________________________________________________________________
 NE0417* NAD 83(1986) POSITION- 42 40 55.     (N) 083 08 02.     (W)   SCALED
 NE0417* NAVD 88 ORTHO HEIGHT -   230.174 (meters)      755.16  (feet) ADJUSTED
 NE0417  ______________________________________________________________________
 NE0417  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 NE0417  DYNAMIC HEIGHT  -        230.104 (meters)      754.93  (feet) COMP
 NE0417  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 NE0417
 NE0417  VERT ORDER      -  FIRST     CLASS II
 NE0417
 NE0417.The horizontal coordinates were scaled from a map and have
 NE0417.an estimated accuracy of +/- 6 seconds.
 NE0417
 NE0417.The orthometric height was determined by differential leveling and
 NE0417.adjusted by the NATIONAL GEODETIC SURVEY
 NE0417.in June 1991.
 NE0417
 NE0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0417.GEOID18 height accuracy estimate available here.
 NE0417
 NE0417.Click photographs - Photos may exist for this station.
 NE0417
 NE0417.The dynamic height is computed by dividing the NAVD 88
 NE0417.geopotential number by the normal gravity value computed on the
 NE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0417.degrees latitude (g = 980.6199 gals.).
 NE0417
 NE0417.The modeled gravity was interpolated from observed gravity values.
 NE0417
 NE0417;                    North         East    Units  Estimated Accuracy
 NE0417;SPC MI S     -   132,030.    4,101,030.      MT  (+/- 180 meters Scaled)
 NE0417
 NE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251277(NAD 83)
 NE0417
 NE0417                          SUPERSEDED SURVEY CONTROL
 NE0417
 NE0417  NGVD 29 (??/??/92)  230.306  (m)          755.60   (f) ADJ UNCH    1 2
 NE0417
 NE0417.Superseded values are not recommended for survey control.
 NE0417
 NE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0417.See file dsdata.pdf to determine how the superseded data were derived.
 NE0417
 NE0417_MARKER: DB = BENCH MARK DISK
 NE0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0417_SP_SET: BUILDING
 NE0417_STAMPING: MICHIGAN 756
 NE0417_MARK LOGO: USGS
 NE0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0417
 NE0417  HISTORY     - Date     Condition        Report By
 NE0417  HISTORY     - 1906     MONUMENTED       USGS
 NE0417  HISTORY     - 1938     GOOD             CGS
 NE0417  HISTORY     - 1983     POOR             USPSQD
 NE0417  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0417
 NE0417                          STATION DESCRIPTION
 NE0417
 NE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0417'AT ROCHESTER.
 NE0417'AT ROCHESTER, OAKLAND COUNTY, AT THE SOUTHEAST CORNER OF THE
 NE0417'INTERSECTION OF MAIN AND FIFTH STREETS, IN THE FOUNDATION OF
 NE0417'THE ROYAL CAFE (1930) BUILDING, AT THE WEST END OF THE NORTH
 NE0417'SIDE OF THE BUILDING, AND 1 FOOT ABOVE THE SIDEWALK.  A UNITED
 NE0417'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MICHIGAN 756.
 NE0417
 NE0417                          STATION RECOVERY (1983)
 NE0417
 NE0417'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0417'MARK RECOVERED IN POOR CONDITION.
 NE0417
 NE0417                          STATION RECOVERY (1999)
 NE0417
 NE0417'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0157 ***********************************************************************
 OJ0157  DESIGNATION -  756.0
 OJ0157  PID         -  OJ0157
 OJ0157  STATE/COUNTY-  MI/HURON
 OJ0157  COUNTRY     -  US
 OJ0157  USGS QUAD   -  BAD AXE EAST (2017)
 OJ0157
 OJ0157                         *CURRENT SURVEY CONTROL
 OJ0157  ______________________________________________________________________
 OJ0157* NAD 83(1986) POSITION- 43 48 06.     (N) 082 59 51.     (W)   SCALED
 OJ0157* NAVD 88 ORTHO HEIGHT -   230.286 (meters)      755.53  (feet) ADJUSTED
 OJ0157  ______________________________________________________________________
 OJ0157  GEOID HEIGHT    -        -34.747 (meters)                     GEOID18
 OJ0157  DYNAMIC HEIGHT  -        230.247 (meters)      755.40  (feet) COMP
 OJ0157  MODELED GRAVITY -    980,444.7   (mgal)                       NAVD 88
 OJ0157
 OJ0157  VERT ORDER      -  FIRST     CLASS II
 OJ0157
 OJ0157.The horizontal coordinates were scaled from a map and have
 OJ0157.an estimated accuracy of +/- 6 seconds.
 OJ0157
 OJ0157.The orthometric height was determined by differential leveling and
 OJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0157.in June 1991.
 OJ0157
 OJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0157.GEOID18 height accuracy estimate available here.
 OJ0157
 OJ0157.Click photographs - Photos may exist for this station.
 OJ0157
 OJ0157.The dynamic height is computed by dividing the NAVD 88
 OJ0157.geopotential number by the normal gravity value computed on the
 OJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0157.degrees latitude (g = 980.6199 gals.).
 OJ0157
 OJ0157.The modeled gravity was interpolated from observed gravity values.
 OJ0157
 OJ0157;                    North         East    Units  Estimated Accuracy
 OJ0157;SPC MI S     -   256,570.    4,110,180.      MT  (+/- 180 meters Scaled)
 OJ0157
 OJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ393517(NAD 83)
 OJ0157
 OJ0157                          SUPERSEDED SURVEY CONTROL
 OJ0157
 OJ0157  NGVD 29 (??/??/92)  230.415  (m)          755.95   (f) ADJ UNCH    1 2
 OJ0157
 OJ0157.Superseded values are not recommended for survey control.
 OJ0157
 OJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0157.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0157
 OJ0157_MARKER: P = PIPE CAP
 OJ0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0157_STAMPING: STATE OF MICHIGAN
 OJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0157
 OJ0157  HISTORY     - Date     Condition        Report By
 OJ0157  HISTORY     - UNK      MONUMENTED       MI-063
 OJ0157  HISTORY     - 1934     GOOD             CGS
 OJ0157  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0157  HISTORY     - 20141016 MARK NOT FOUND   ROWEIN
 OJ0157
 OJ0157                          STATION DESCRIPTION
 OJ0157
 OJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0157'AT BAD AXE.
 OJ0157'AT BAD AXE, HURON COUNTY, ON HURON STREET, AT A GROUP OF COUNTY
 OJ0157'BUILDINGS, NEAR THE NORTHWEST CORNER OF THE ONE-STORY BRICK
 OJ0157'GARAGE, IN LINE WITH THE NORTH FACE OF THE GARAGE, 8 INCHES WEST
 OJ0157'OF THE WEST FACE OF THE GARAGE, AND 2 INCHES HIGHER THAN THE
 OJ0157'SIDEWALK.  A BRONZE CAP, STAMPED STATE OF MICHIGAN AND FASTENED
 OJ0157'ON THE TOP OF A 3-INCH IRON PIPE.
 OJ0157
 OJ0157                          STATION RECOVERY (1999)
 OJ0157
 OJ0157'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0157'MARK NOT FOUND.
 OJ0157
 OJ0157                          STATION RECOVERY (2014)
 OJ0157
 OJ0157'RECOVERY NOTE BY ROWE INCORPORATED 2014 (SJS)
 OJ0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0256 ***********************************************************************
 OJ0256  DESIGNATION -  76 1/2
 OJ0256  PID         -  OJ0256
 OJ0256  STATE/COUNTY-  MI/TUSCOLA
 OJ0256  COUNTRY     -  US
 OJ0256  USGS QUAD   -  CASS CITY (2017)
 OJ0256
 OJ0256                         *CURRENT SURVEY CONTROL
 OJ0256  ______________________________________________________________________
 OJ0256* NAD 83(1986) POSITION- 43 37 15.     (N) 083 12 12.     (W)   SCALED
 OJ0256* NAVD 88 ORTHO HEIGHT -   227.383 (meters)      746.01  (feet) ADJUSTED
 OJ0256  ______________________________________________________________________
 OJ0256  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 OJ0256  DYNAMIC HEIGHT  -        227.342 (meters)      745.87  (feet) COMP
 OJ0256  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 OJ0256
 OJ0256  VERT ORDER      -  SECOND    CLASS 0
 OJ0256
 OJ0256.The horizontal coordinates were scaled from a map and have
 OJ0256.an estimated accuracy of +/- 6 seconds.
 OJ0256
 OJ0256.The orthometric height was determined by differential leveling and
 OJ0256.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0256.in June 1991.
 OJ0256
 OJ0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0256.GEOID18 height accuracy estimate available here.
 OJ0256
 OJ0256.Click photographs - Photos may exist for this station.
 OJ0256
 OJ0256.The dynamic height is computed by dividing the NAVD 88
 OJ0256.geopotential number by the normal gravity value computed on the
 OJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0256.degrees latitude (g = 980.6199 gals.).
 OJ0256
 OJ0256.The modeled gravity was interpolated from observed gravity values.
 OJ0256
 OJ0256;                    North         East    Units  Estimated Accuracy
 OJ0256;SPC MI S     -   236,240.    4,093,900.      MT  (+/- 180 meters Scaled)
 OJ0256
 OJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ222321(NAD 83)
 OJ0256
 OJ0256                          SUPERSEDED SURVEY CONTROL
 OJ0256
 OJ0256  NGVD 29 (??/??/92)  227.517  (m)          746.45   (f) ADJ UNCH    2 0
 OJ0256
 OJ0256.Superseded values are not recommended for survey control.
 OJ0256
 OJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0256.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0256
 OJ0256_MARKER: Z = SEE DESCRIPTION
 OJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0256_STAMPING: BM NO 76 1/2
 OJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0256+STABILITY: SURFACE MOTION
 OJ0256
 OJ0256  HISTORY     - Date     Condition        Report By
 OJ0256  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0256  HISTORY     - 1934     GOOD             CGS
 OJ0256  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0256
 OJ0256                          STATION DESCRIPTION
 OJ0256
 OJ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0256'2.1 MI NW FROM CASS CITY.
 OJ0256'2.1 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0256'STATION AT CASS CITY, TUSCOLA COUNTY, ABOUT 0.5 MILE NORTHWEST
 OJ0256'OF MILEPOST P 76, 49 YARDS NORTHWEST OF A PRIVATE-ROAD CROSSING,
 OJ0256'21.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT SOUTHWEST
 OJ0256'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE TOP OF RAIL.
 OJ0256'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 76 1/2 AND SET IN
 OJ0256'THE TOP OF A CONCRETE POST.
 OJ0256
 OJ0256                          STATION RECOVERY (1999)
 OJ0256
 OJ0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1340 ***********************************************************************
 NF1340  DESIGNATION -  76001
 NF1340  PID         -  NF1340
 NF1340  STATE/COUNTY-  MI/SHIAWASSEE
 NF1340  COUNTRY     -  US
 NF1340  USGS QUAD   -  SHAFTSBURG (2017)
 NF1340
 NF1340                         *CURRENT SURVEY CONTROL
 NF1340  ______________________________________________________________________
 NF1340* NAD 83(1994) POSITION- 42 50 01.57548(N) 084 20 35.06425(W)   ADJUSTED
 NF1340* NAVD 88 ORTHO HEIGHT -   261.2   (meters)      857.    (feet) VERTCON3
 NF1340  ______________________________________________________________________
 NF1340  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 NF1340  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 NF1340  HORZ ORDER      -  SECOND
 NF1340
 NF1340.The horizontal coordinates were established by classical geodetic methods
 NF1340.and adjusted by the National Geodetic Survey in February 1997.
 NF1340
 NF1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1340
 NF1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1340.GEOID18 height accuracy estimate available here.
 NF1340
 NF1340.Click photographs - Photos may exist for this station.
 NF1340
 NF1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1340
 NF1340. The following values were computed from the NAD 83(1994) position.
 NF1340
 NF1340;                    North         East     Units Scale Factor Converg.
 NF1340;SPC MI S     -   148,151.970 4,001,928.817   MT  0.99990728   +0 00 57.8
 NF1340;SPC MI S     -   486,062.89 13,129,687.72   iFT  0.99990728   +0 00 57.8
 NF1340;UTM  16      - 4,745,779.969   717,150.589   MT  1.00018015   +1 48 25.5
 NF1340
 NF1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1340!SPC MI S     -   0.99996425  x   0.99990728  =   0.99987154
 NF1340!UTM  16      -   0.99996425  x   1.00018015  =   1.00014440
 NF1340
 NF1340:                Primary Azimuth Mark                     Grid Az
 NF1340:SPC MI S     -  76001 AZ MK                              180 48 47.3
 NF1340:UTM  16      -  76001 AZ MK                              179 01 19.6
 NF1340
 NF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715045779(NAD 83)
 NF1340
 NF1340|---------------------------------------------------------------------|
 NF1340| PID    Reference Object                     Distance      Geod. Az  |
 NF1340|                                                           dddmmss.s |
 NF1340| NF1341 76001 MIDOT RM 1 1976                 7.169 METERS 10012     |
 NF1340| CH0672 76001 AZ MK                                        1804945.1 |
 NF1340| CH0673 76001 RM 2                           15.470 METERS 18926     |
 NF1340|---------------------------------------------------------------------|
 NF1340
 NF1340                          SUPERSEDED SURVEY CONTROL
 NF1340
 NF1340  NAD 83(1986)-  42 50 01.57460(N)    084 20 35.08344(W) AD(       ) 2
 NF1340  NAD 27      -  42 50 01.45430(N)    084 20 35.18433(W) AD(       ) 2
 NF1340  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 NF1340
 NF1340.Superseded values are not recommended for survey control.
 NF1340
 NF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1340.See file dsdata.pdf to determine how the superseded data were derived.
 NF1340
 NF1340_MARKER: DD = SURVEY DISK
 NF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1340
 NF1340  HISTORY     - Date     Condition        Report By
 NF1340  HISTORY     - 1976     MONUMENTED       MIDH
 NF1340  HISTORY     - 19950831 GOOD             USPSQD
 NF1340  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1340
 NF1340                          STATION DESCRIPTION
 NF1340
 NF1340'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1340'THE STATION IS APPROXIMATELY 4 MILES SOUTH OF LAINGSBURG AND 6-1/2
 NF1340'MILES WEST-SOUTHWEST OF PERRY (BOTH STRAIGHT LINE MEAS.).  IT IS
 NF1340'NEAR THE SOUTHWEST CORNER OF SECTION 9.  T 5 N, R 1 E, THIS BEING
 NF1340'WOODHULL TWP, SHIAWASSEE COUNTY.
 NF1340'
 NF1340'TO REACH THE STATION FROM THE INTERSECTION OF WOODBURY RD AND TEMP.
 NF1340'I-69, GO NORTH ON WOODBURY RD. 1.5 MILES TO BATH RD.  THEN GO EAST
 NF1340'ON BATH RD. 0.3 MILE TO WOODBURY RD.  THEN GO NORTH ON WOODBURRY RD.
 NF1340'1.0 MILE TO BRITTON RD.  TURN RIGHT AND FIND THE STATION ON THE
 NF1340'LEFT IN THE NORTHEAST QUADRANT OF WOODBURY AND BRITTON ROADS AS
 NF1340'DESCRIBED.
 NF1340'
 NF1340'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON WOODBURY RD.
 NF1340'0.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1340'
 NF1340'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1340'CONTROL MARK, 76001, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1340'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1340'25.0 FEET NORTH OF THE CENTERLINE OF BRITTON ROAD, 82.0 FEET EAST
 NF1340'OF THE CENTERLINE OF WOODBURY ROAD, 62.0 FEET SOUTH-SOUTHWEST OF
 NF1340'THE SOUTHWEST CORNER OF A FRAME HOUSE (NO. 10985), AND 4.5 FEET
 NF1340'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1340'BRASS DISK STAMPED HCM, FA, ROW, 76001 SET IN THE TOP OF AN
 NF1340'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1340'SURFACE.
 NF1340'
 NF1340'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 19.5 FEET
 NF1340'NORTH OF THE CENTERLINE OF BRITTON ROAD, 53.5 FEET WEST-NORTHWEST
 NF1340'OF A MAILBOX NO. 10985, AND 59.0 FEET SOUTH OF THE SOUTHWEST CORNER
 NF1340'OF A FRAME HOUSE (NO. 10985).
 NF1340'
 NF1340'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1340'26.0 FEET SOUTH OF THE CENTERLINE OF BRITTON ROAD, 72.0 FEET EAST
 NF1340'OF THE CENTERLINE OF WOODBURY ROAD, AND 94.5 FEET SOUTHWEST OF THE
 NF1340'MAILBOX NO. 10985.
 NF1340'
 NF1340'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1340'40.0 FEET WEST OF THE CENTERLINE OF WOODBURY ROAD, 37.0 FEET SOUTH
 NF1340'OF A TELEPHONE POLE, AND 4.5 FEET NORTHWEST OF A STEEL WITNESS
 NF1340'POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1340'AZI MARK, ROW, 76001 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1340'44 INCHES BELOW THE GROUND SURFACE.
 NF1340'
 NF1340'NEAREST TOWN--LAINSBURG.
 NF1340'
 NF1340'HEIGHT OF LIGHT ABOVE STATION MARK 0.85 METERS.
 NF1340
 NF1340                          STATION RECOVERY (1995)
 NF1340
 NF1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1340'RECOVERED IN GOOD CONDITION.
 NF1340
 NF1340                          STATION RECOVERY (2001)
 NF1340
 NF1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1340'NOTE, STATION MARK, RM 1 AND AZIMUTH NOT FOUND. ROAD WORK OF SHOULDER
 NF1340'OF ROADWAY MAY HAVE COVERED OR DISTURBED THESE MARKERS.  RM 2 WAS
 NF1340'FOUND IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1341 ***********************************************************************
 NF1341  DESIGNATION -  76001 MIDOT RM 1 1976
 NF1341  PID         -  NF1341
 NF1341  STATE/COUNTY-  MI/SHIAWASSEE
 NF1341  COUNTRY     -  US
 NF1341  USGS QUAD   -  SHAFTSBURG (2017)
 NF1341
 NF1341                         *CURRENT SURVEY CONTROL
 NF1341  ______________________________________________________________________
 NF1341* NAD 83(1994) POSITION- 42 50 01.53432(N) 084 20 34.75357(W)   ADJUSTED
 NF1341* NAVD 88 ORTHO HEIGHT -   260.1   (meters)      853.    (feet) VERTCON3
 NF1341  ______________________________________________________________________
 NF1341  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 NF1341  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 NF1341  HORZ ORDER      -  SECOND
 NF1341
 NF1341.The horizontal coordinates were established by classical geodetic methods
 NF1341.and adjusted by the National Geodetic Survey in February 1997.
 NF1341
 NF1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1341
 NF1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1341.GEOID18 height accuracy estimate available here.
 NF1341
 NF1341.Click photographs - Photos may exist for this station.
 NF1341
 NF1341.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1341
 NF1341. The following values were computed from the NAD 83(1994) position.
 NF1341
 NF1341;                    North         East     Units Scale Factor Converg.
 NF1341;SPC MI S     -   148,150.702 4,001,935.872   MT  0.99990728   +0 00 58.0
 NF1341;SPC MI S     -   486,058.73 13,129,710.87   iFT  0.99990728   +0 00 58.0
 NF1341;UTM  16      - 4,745,778.921   717,157.683   MT  1.00018019   +1 48 25.7
 NF1341
 NF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1341!SPC MI S     -   0.99996443  x   0.99990728  =   0.99987171
 NF1341!UTM  16      -   0.99996443  x   1.00018019  =   1.00014461
 NF1341
 NF1341:                Primary Azimuth Mark                     Grid Az
 NF1341:SPC MI S     -  SZARKA                                   247 46 19.0
 NF1341:UTM  16      -  SZARKA                                   245 58 51.3
 NF1341
 NF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715745778(NAD 83)
 NF1341
 NF1341|---------------------------------------------------------------------|
 NF1341| PID    Reference Object                     Distance      Geod. Az  |
 NF1341|                                                           dddmmss.s |
 NF1341| NF1338 SZARKA                              APPROX. 2.7 KM 2474717.0 |
 NF1341| NF1340 76001                                 7.169 METERS 28012     |
 NF1341|---------------------------------------------------------------------|
 NF1341
 NF1341                          SUPERSEDED SURVEY CONTROL
 NF1341
 NF1341  NAD 83(1986)-  42 50 01.53345(N)    084 20 34.77277(W) AD(       ) 2
 NF1341  NAD 27      -  42 50 01.41314(N)    084 20 34.87367(W) AD(       ) 2
 NF1341  NGVD 29 (07/19/86)  260.2    (m)          854.     (f) VERT ANG       
 NF1341
 NF1341.Superseded values are not recommended for survey control.
 NF1341
 NF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1341.See file dsdata.pdf to determine how the superseded data were derived.
 NF1341
 NF1341_MARKER: DD = SURVEY DISK
 NF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1341+STABILITY: SURFACE MOTION
 NF1341
 NF1341  HISTORY     - Date     Condition        Report By
 NF1341  HISTORY     - 1976     MONUMENTED       MIDH
 NF1341  HISTORY     - 19950831 GOOD             USPSQD
 NF1341  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1341
 NF1341                          STATION DESCRIPTION
 NF1341
 NF1341'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1341'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM
 NF1341'76001, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1341'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 19.5 FEET NORTH OF
 NF1341'THE CENTERLINE OF BRITTON ROAD, 53.5 FEET WEST-NORTHWEST OF A
 NF1341'MAILBOX NO. 10985 AND 59.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 NF1341'A FRAME HOUSE (NO. 10985).
 NF1341
 NF1341                          STATION RECOVERY (1995)
 NF1341
 NF1341'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1341'RECOVERED IN GOOD CONDITION.
 NF1341
 NF1341                          STATION RECOVERY (2001)
 NF1341
 NF1341'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1341'ROAD WORK IN DITCH MAY HAVE COVERED OR DISTURBED RM 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1331 ***********************************************************************
 NF1331  DESIGNATION -  76002
 NF1331  PID         -  NF1331
 NF1331  STATE/COUNTY-  MI/SHIAWASSEE
 NF1331  COUNTRY     -  US
 NF1331  USGS QUAD   -  SHAFTSBURG (2017)
 NF1331
 NF1331                         *CURRENT SURVEY CONTROL
 NF1331  ______________________________________________________________________
 NF1331* NAD 83(2011) POSITION- 42 48 30.82155(N) 084 18 38.50111(W)   ADJUSTED
 NF1331* NAD 83(2011) ELLIP HT-   237.140 (meters)        (06/27/12)   ADJUSTED
 NF1331* NAD 83(2011) EPOCH   -  2010.00
 NF1331* NAVD 88 ORTHO HEIGHT -   270.346 (meters)      886.96  (feet) ADJUSTED
 NF1331  ______________________________________________________________________
 NF1331  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 NF1331  NAD 83(2011) X  -    464,601.995 (meters)                     COMP
 NF1331  NAD 83(2011) Y  - -4,663,519.586 (meters)                     COMP
 NF1331  NAD 83(2011) Z  -  4,312,084.959 (meters)                     COMP
 NF1331  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 NF1331  DYNAMIC HEIGHT  -        270.278 (meters)      886.74  (feet) COMP
 NF1331  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 NF1331
 NF1331  VERT ORDER      -  FIRST     CLASS II
 NF1331
 NF1331  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1331  Standards:
 NF1331         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1331            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1331  -------------------------------------------------------------------
 NF1331  NETWORK    0.28   0.45           0.13   0.09   0.23     -0.11089705
 NF1331  -------------------------------------------------------------------
 NF1331  Click here for local accuracies and other accuracy information.
 NF1331
 NF1331.The horizontal coordinates were established by GPS observations
 NF1331.and adjusted by the National Geodetic Survey in June 2012.
 NF1331
 NF1331.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1331.been affixed to the stable North American tectonic plate. See 
 NF1331.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1331
 NF1331.The horizontal coordinates are valid at the epoch date displayed above
 NF1331.which is a decimal equivalence of Year/Month/Day.
 NF1331
 NF1331.The orthometric height was determined by differential leveling and
 NF1331.adjusted by the NATIONAL GEODETIC SURVEY
 NF1331.in October 2009.
 NF1331
 NF1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1331.GEOID18 height accuracy estimate available here.
 NF1331
 NF1331.Click photographs - Photos may exist for this station.
 NF1331
 NF1331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1331
 NF1331.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1331
 NF1331.The ellipsoidal height was determined by GPS observations
 NF1331.and is referenced to NAD 83.
 NF1331
 NF1331.The dynamic height is computed by dividing the NAVD 88
 NF1331.geopotential number by the normal gravity value computed on the
 NF1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1331.degrees latitude (g = 980.6199 gals.).
 NF1331
 NF1331.The modeled gravity was interpolated from observed gravity values.
 NF1331
 NF1331. The following values were computed from the NAD 83(2011) position.
 NF1331
 NF1331;                    North         East     Units Scale Factor Converg.
 NF1331;SPC MI S     -   145,352.984 4,004,577.725   MT  0.99990777   +0 02 17.1
 NF1331;SPC MI S     -   476,879.87 13,138,378.36   iFT  0.99990777   +0 02 17.1
 NF1331;UTM  16      - 4,743,064.359   719,886.429   MT  1.00019487   +1 49 41.7
 NF1331
 NF1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1331!SPC MI S     -   0.99996281  x   0.99990777  =   0.99987058
 NF1331!UTM  16      -   0.99996281  x   1.00019487  =   1.00015767
 NF1331
 NF1331:                Primary Azimuth Mark                     Grid Az
 NF1331:SPC MI S     -  76002 AZ MK                              254 07 43.6
 NF1331:UTM  16      -  76002 AZ MK                              252 20 19.0
 NF1331
 NF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1988643064(NAD 83)
 NF1331
 NF1331|---------------------------------------------------------------------|
 NF1331| PID    Reference Object                     Distance      Geod. Az  |
 NF1331|                                                           dddmmss.s |
 NF1331| CH0675 76002 RM 1                            8.043 METERS 11333     |
 NF1331| NF1330 76002 MIDOT RM 2 1976                 7.294 METERS 20459     |
 NF1331| CH0674 76002 AZ MK                                        2541000.7 |
 NF1331|---------------------------------------------------------------------|
 NF1331
 NF1331                          SUPERSEDED SURVEY CONTROL
 NF1331
 NF1331  NAD 83(2007)-  42 48 30.82176(N)    084 18 38.50159(W) AD(2002.00) B
 NF1331  ELLIP H (10/23/09)  237.156  (m)                       GP(2002.00) 3 1
 NF1331  NAD 83(1994)-  42 48 30.82143(N)    084 18 38.50274(W) AD(       ) 2
 NF1331  NAD 83(1986)-  42 48 30.82086(N)    084 18 38.52275(W) AD(       ) 2
 NF1331  NAD 27      -  42 48 30.69946(N)    084 18 38.62807(W) AD(       ) 2
 NF1331  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1331
 NF1331.Superseded values are not recommended for survey control.
 NF1331
 NF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1331.See file dsdata.pdf to determine how the superseded data were derived.
 NF1331
 NF1331_MARKER: DD = SURVEY DISK
 NF1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1331_STAMPING: 76002 MDSH T 1976
 NF1331_MARK LOGO: NGS
 NF1331_PROJECTION: RECESSED 3 CENTIMETERS
 NF1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1331+STABILITY: SURFACE MOTION
 NF1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1331+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2020
 NF1331
 NF1331  HISTORY     - Date     Condition        Report By
 NF1331  HISTORY     - 1976     MONUMENTED       MIDH
 NF1331  HISTORY     - 1986     GOOD             USPSQD
 NF1331  HISTORY     - 19950602 GOOD             USPSQD
 NF1331  HISTORY     - 20030901 GOOD             GEOCAC
 NF1331  HISTORY     - 20070220 GOOD             WOOLPT
 NF1331  HISTORY     - 20080408 GOOD             COLEM
 NF1331  HISTORY     - 20200527 GOOD             MIDT
 NF1331
 NF1331                          STATION DESCRIPTION
 NF1331
 NF1331'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1331'THE STATION IS APPROXIMATELY 5 MILES WEST-SOUTHWEST OF PERRY AND
 NF1331'6-1/4 MILES SOUTH-SOUTHEAST OF LAINGSBURG (BOTH STRAIGHT LINE MEAS).
 NF1331'IT IS NEAR THE CENTER OF THE SOUTHWEST QUADRANT OF SECTION 23.
 NF1331'T 5 N, R 1 E, THIS BEING WOODHULL TWP.
 NF1331'
 NF1331'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP. I-69
 NF1331'NORTH OF PERRY, GO WESTERLY ON TEMP. I-69 5.28 MILES TO THE STATION
 NF1331'ON THE LEFT, SOUTH OF THE EASTBOUND LANES AS DESCRIBED.
 NF1331'
 NF1331'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON TEMP. I-69
 NF1331'0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST
 NF1331'QUADRANT OF TEMP. I-69 AND COLBY LAKE RD. AS DESCRIBED OR USE
 NF1331'STATION 76003 MIDH OR STATION 76010 MIDH.
 NF1331'
 NF1331'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1331'CONTROL MARK, 76002, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1331'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1331'42 FEET SOUTH OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 20 FEET
 NF1331'NORTH OF A R.O.W. FENCE, 17.5 FEET NORTH-NORTHWEST OF A 24 INCH
 NF1331'OAK TREE, AND 4.5 FEET NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1331'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1331'76002 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1331'INCHES BELOW THE GROUND SURFACE.
 NF1331'
 NF1331'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1331'2.5 FEET NORTH OF A R.O.W. FENCE, 60 FEET SOUTH OF THE CENTERLINE
 NF1331'OF EASTBOUND TEMP. I-69, AND 9.5 FEET WEST-NORTHWEST OF A FENCE
 NF1331'CORNER.
 NF1331'
 NF1331'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976.  RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 NF1331'2.0 FEET NORTH OF A R.O.W. FENCE, AND 27 FEET SOUTHEAST OF A 20
 NF1331'INCH OAK TREE, 62.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69.
 NF1331'
 NF1331'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 66
 NF1331'FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP I-69, 36 FEET WEST
 NF1331'OF THE CENTERLINE OF COLBY LAKE ROAD, 111 FEET SOUTH-SOUTHWEST OF
 NF1331'THE EAST END OF A R.O.W. FENCE, AND 4.0 FEET SOUTHEAST OF A STEEL
 NF1331'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1331'STAMPED HCM, FA, AZI MARK, ROW, 76002 SET IN THE TOP OF AN
 NF1331'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1331'
 NF1331'NEAREST TOWN--PERRY.
 NF1331'
 NF1331'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 NF1331
 NF1331                          STATION RECOVERY (1986)
 NF1331
 NF1331'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1331'RECOVERED IN GOOD CONDITION.
 NF1331
 NF1331                          STATION RECOVERY (1995)
 NF1331
 NF1331'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1331'RECOVERED IN GOOD CONDITION.
 NF1331
 NF1331                          STATION RECOVERY (2003)
 NF1331
 NF1331'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1331'RECOVERED IN GOOD CONDITION.
 NF1331
 NF1331                          STATION RECOVERY (2007)
 NF1331
 NF1331'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (RLS)
 NF1331'TEMPORARY I-69 IS NOW OLD M-78 AND IS NOW TWO-WAY WITH THE WESTBOUND
 NF1331'LANES HAVING BEEN REMOVED. THE SURFACE MARK IS ALSO PID NF1053
 NF1331
 NF1331                          STATION RECOVERY (2008)
 NF1331
 NF1331'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1331'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 NF1331'STATION IS 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 NF1331
 NF1331                          STATION RECOVERY (2020)
 NF1331
 NF1331'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 NF1331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1330 ***********************************************************************
 NF1330  DESIGNATION -  76002 MIDOT RM 2 1976
 NF1330  PID         -  NF1330
 NF1330  STATE/COUNTY-  MI/SHIAWASSEE
 NF1330  COUNTRY     -  US
 NF1330  USGS QUAD   -  SHAFTSBURG (2017)
 NF1330
 NF1330                         *CURRENT SURVEY CONTROL
 NF1330  ______________________________________________________________________
 NF1330* NAD 83(1994) POSITION- 42 48 30.60718(N) 084 18 38.63832(W)   ADJUSTED
 NF1330* NAVD 88 ORTHO HEIGHT -   270.5   (meters)      887.    (feet) VERTCON3
 NF1330  ______________________________________________________________________
 NF1330  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 NF1330  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 NF1330  HORZ ORDER      -  SECOND
 NF1330
 NF1330.The horizontal coordinates were established by classical geodetic methods
 NF1330.and adjusted by the National Geodetic Survey in February 1997.
 NF1330
 NF1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1330
 NF1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1330.GEOID18 height accuracy estimate available here.
 NF1330
 NF1330.Click photographs - Photos may exist for this station.
 NF1330
 NF1330.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1330
 NF1330. The following values were computed from the NAD 83(1994) position.
 NF1330
 NF1330;                    North         East     Units Scale Factor Converg.
 NF1330;SPC MI S     -   145,346.368 4,004,574.612   MT  0.99990777   +0 02 17.0
 NF1330;SPC MI S     -   476,858.16 13,138,368.15   iFT  0.99990777   +0 02 17.0
 NF1330;UTM  16      - 4,743,057.646   719,883.524   MT  1.00019485   +1 49 41.6
 NF1330
 NF1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1330!SPC MI S     -   0.99996279  x   0.99990777  =   0.99987057
 NF1330!UTM  16      -   0.99996279  x   1.00019485  =   1.00015764
 NF1330
 NF1330:                Primary Azimuth Mark                     Grid Az
 NF1330:SPC MI S     -  CLARK RM 3                               166 00 44.6
 NF1330:UTM  16      -  CLARK RM 3                               164 13 20.0
 NF1330
 NF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1988343057(NAD 83)
 NF1330
 NF1330|---------------------------------------------------------------------|
 NF1330| PID    Reference Object                     Distance      Geod. Az  |
 NF1330|                                                           dddmmss.s |
 NF1330| NF1331 76002                                 7.294 METERS 02459     |
 NF1330| NF1332 CLARK RM 3                          APPROX. 4.5 KM 1660301.6 |
 NF1330|---------------------------------------------------------------------|
 NF1330
 NF1330                          SUPERSEDED SURVEY CONTROL
 NF1330
 NF1330  NAD 83(1986)-  42 48 30.60660(N)    084 18 38.65833(W) AD(       ) 2
 NF1330  NAD 27      -  42 48 30.48519(N)    084 18 38.76366(W) AD(       ) 2
 NF1330  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1330
 NF1330.Superseded values are not recommended for survey control.
 NF1330
 NF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1330.See file dsdata.pdf to determine how the superseded data were derived.
 NF1330
 NF1330_MARKER: DD = SURVEY DISK
 NF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1330+STABILITY: SURFACE MOTION
 NF1330
 NF1330  HISTORY     - Date     Condition        Report By
 NF1330  HISTORY     - 1976     MONUMENTED       MIDH
 NF1330  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 NF1330
 NF1330                          STATION DESCRIPTION
 NF1330
 NF1330'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1330'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1330'76002, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1330'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 NF1330'2.0 FEET NORTH OF A R.O.W. FENCE, AND 27 FEET SOUTHEAST OF A 20
 NF1330'INCH OAK TREE, 62.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69.
 NF1330
 NF1330                          STATION RECOVERY (1995)
 NF1330
 NF1330'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1342 ***********************************************************************
 NF1342  DESIGNATION -  76003
 NF1342  PID         -  NF1342
 NF1342  STATE/COUNTY-  MI/SHIAWASSEE
 NF1342  COUNTRY     -  US
 NF1342  USGS QUAD   -  SHAFTSBURG (2017)
 NF1342
 NF1342                         *CURRENT SURVEY CONTROL
 NF1342  ______________________________________________________________________
 NF1342* NAD 83(1994) POSITION- 42 48 16.34617(N) 084 19 42.47612(W)   ADJUSTED
 NF1342* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) VERTCON3
 NF1342  ______________________________________________________________________
 NF1342  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 NF1342  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 NF1342  HORZ ORDER      -  SECOND
 NF1342
 NF1342.The horizontal coordinates were established by classical geodetic methods
 NF1342.and adjusted by the National Geodetic Survey in February 1997.
 NF1342
 NF1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1342
 NF1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1342.GEOID18 height accuracy estimate available here.
 NF1342
 NF1342.Click photographs - Photos may exist for this station.
 NF1342
 NF1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1342
 NF1342. The following values were computed from the NAD 83(1994) position.
 NF1342
 NF1342;                    North         East     Units Scale Factor Converg.
 NF1342;SPC MI S     -   144,905.531 4,003,124.520   MT  0.99990786   +0 01 33.6
 NF1342;SPC MI S     -   475,411.85 13,133,610.63   iFT  0.99990786   +0 01 33.6
 NF1342;UTM  16      - 4,742,571.589   718,447.504   MT  1.00018711   +1 48 57.7
 NF1342
 NF1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1342!SPC MI S     -   0.99996321  x   0.99990786  =   0.99987107
 NF1342!UTM  16      -   0.99996321  x   1.00018711  =   1.00015031
 NF1342
 NF1342:                Primary Azimuth Mark                     Grid Az
 NF1342:SPC MI S     -  76002                                    072 53 08.3
 NF1342:UTM  16      -  76002                                    071 05 44.2
 NF1342
 NF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1844742571(NAD 83)
 NF1342
 NF1342|---------------------------------------------------------------------|
 NF1342| PID    Reference Object                     Distance      Geod. Az  |
 NF1342|                                                           dddmmss.s |
 NF1342| NF1331 76002                               APPROX. 1.5 KM 0725441.9 |
 NF1342| CH0676 76003 RM 1                            9.508 METERS 07256     |
 NF1342| CH0677 76003 RM 2                           11.300 METERS 34118     |
 NF1342|---------------------------------------------------------------------|
 NF1342
 NF1342                          SUPERSEDED SURVEY CONTROL
 NF1342
 NF1342  NAD 83(1986)-  42 48 16.34557(N)    084 19 42.49600(W) AD(       ) 2
 NF1342  NAD 27      -  42 48 16.22404(N)    084 19 42.59904(W) AD(       ) 2
 NF1342  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 NF1342
 NF1342.Superseded values are not recommended for survey control.
 NF1342
 NF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1342.See file dsdata.pdf to determine how the superseded data were derived.
 NF1342
 NF1342_MARKER: DD = SURVEY DISK
 NF1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1342
 NF1342  HISTORY     - Date     Condition        Report By
 NF1342  HISTORY     - 1976     MONUMENTED       MIDH
 NF1342  HISTORY     - 1986     GOOD             USPSQD
 NF1342  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1342
 NF1342                          STATION DESCRIPTION
 NF1342
 NF1342'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1342'THE STATION IS ABOUT 2 MILES WEST OF SHAFTBURG AT THE INTERSECTION
 NF1342'OF TEMP.-I-69 AND BEARD ROAD IN SHIAWASSEE COUNTY, WOODHULL
 NF1342'TOWNSHIP, T5N, R1E, SW1/4 SECTION 22 ON STATE RIGHT OF WAY.
 NF1342'
 NF1342'TO REACH THE STATION FROM THE SHIAWASSEE-CLINTON COUNTY LINE AT
 NF1342'TEMP-I-69, GO EASTERLY ON TEMP-I-69 1.8 MILES TO THE STATION ON THE
 NF1342'LEFT, NORTH OF THE WEST BOUND LANES AND EAST OF THE CONNECTOR AND
 NF1342'BEARD ROAD TO THE WEST AS DESCRIBED.
 NF1342'
 NF1342'STATION 76002 MIDH OR 76004 MIDH CAN BE USED FOR AZIMUTH MARK.
 NF1342'76002 MIDH IS EAST ON TEMP-I-69 0.9 MILES ON THE RIGHT, AND 76004
 NF1342'MIDH IS WEST SOUTHWEST ON TEMP-I-69 1.9 MILES ON THE RIGHT.
 NF1342'
 NF1342'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1342'CONTROL MARK, 76003, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1342'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1342'IT IS 33 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 85 FEET
 NF1342'SOUTHWEST OF TELEPHONE POLE, AND 6 FEET EAST OF WITNESS POST.
 NF1342'
 NF1342'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1342'76003.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1342'BELOW GROUND SURFACE.
 NF1342'
 NF1342'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1342'HCM, 76003 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1342'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 33 FEET
 NF1342'NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 66.5 FEET SOUTH OF
 NF1342'TELEPHONE POLE.
 NF1342'
 NF1342'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1342'HCM, 76003 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1342'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 66 FEET
 NF1342'SOUTHWEST OF TELEPHONE POLE, AND 70 FEET NORTH OF CENTER LINE WEST
 NF1342'BOUND TEMP-I-69.
 NF1342'
 NF1342'NEAREST TOWN--SHAFTBURG.
 NF1342'
 NF1342'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1342
 NF1342                          STATION RECOVERY (1986)
 NF1342
 NF1342'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1342'RECOVERED IN GOOD CONDITION.
 NF1342
 NF1342                          STATION RECOVERY (2001)
 NF1342
 NF1342'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1339 ***********************************************************************
 NF1339  DESIGNATION -  76004
 NF1339  PID         -  NF1339
 NF1339  STATE/COUNTY-  MI/CLINTON
 NF1339  COUNTRY     -  US
 NF1339  USGS QUAD   -  SHAFTSBURG (2017)
 NF1339
 NF1339                         *CURRENT SURVEY CONTROL
 NF1339  ______________________________________________________________________
 NF1339* NAD 83(1994) POSITION- 42 47 44.31346(N) 084 21 49.82212(W)   ADJUSTED
 NF1339* NAVD 88 ORTHO HEIGHT -   264.2   (meters)      867.    (feet) VERTCON3
 NF1339  ______________________________________________________________________
 NF1339  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 NF1339  LAPLACE CORR    -          2.32  (seconds)                    DEFLEC18
 NF1339  HORZ ORDER      -  SECOND
 NF1339
 NF1339.The horizontal coordinates were established by classical geodetic methods
 NF1339.and adjusted by the National Geodetic Survey in February 1997.
 NF1339
 NF1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1339
 NF1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1339.GEOID18 height accuracy estimate available here.
 NF1339
 NF1339.Click photographs - Photos may exist for this station.
 NF1339
 NF1339.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1339
 NF1339. The following values were computed from the NAD 83(1994) position.
 NF1339
 NF1339;                    North         East     Units Scale Factor Converg.
 NF1339;SPC MI S     -   143,916.451 4,000,231.273   MT  0.99990809   +0 00 06.9
 NF1339;SPC MI S     -   472,166.83 13,124,118.35   iFT  0.99990809   +0 00 06.9
 NF1339;UTM  16      - 4,741,492.331   715,585.784   MT  1.00017183   +1 47 30.0
 NF1339
 NF1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1339!SPC MI S     -   0.99996379  x   0.99990809  =   0.99987189
 NF1339!UTM  16      -   0.99996379  x   1.00017183  =   1.00013562
 NF1339
 NF1339:                Primary Azimuth Mark                     Grid Az
 NF1339:SPC MI S     -  76003                                    071 07 35.8
 NF1339:UTM  16      -  76003                                    069 20 12.7
 NF1339
 NF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1558541492(NAD 83)
 NF1339
 NF1339|---------------------------------------------------------------------|
 NF1339| PID    Reference Object                     Distance      Geod. Az  |
 NF1339|                                                           dddmmss.s |
 NF1339| CH0678 76004 RM 1                            8.955 METERS 06146     |
 NF1339| NF1342 76003                               APPROX. 3.1 KM 0710742.7 |
 NF1339| CH0679 76004 RM 2                           13.957 METERS 24114     |
 NF1339|---------------------------------------------------------------------|
 NF1339
 NF1339                          SUPERSEDED SURVEY CONTROL
 NF1339
 NF1339  NAD 83(1986)-  42 47 44.31270(N)    084 21 49.84179(W) AD(       ) 2
 NF1339  NAD 27      -  42 47 44.19070(N)    084 21 49.94036(W) AD(       ) 2
 NF1339  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1339
 NF1339.Superseded values are not recommended for survey control.
 NF1339
 NF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1339.See file dsdata.pdf to determine how the superseded data were derived.
 NF1339
 NF1339_MARKER: DD = SURVEY DISK
 NF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1339
 NF1339  HISTORY     - Date     Condition        Report By
 NF1339  HISTORY     - 1976     MONUMENTED       MIDH
 NF1339  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1339
 NF1339                          STATION DESCRIPTION
 NF1339
 NF1339'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1339'THE STATION IS APPROXIMATELY 6-1/2 MILES SOUTH-SOUTHEAST OF
 NF1339'LAINGSBURG, 7-1/2 MILES NORTHEAST OF EAST LANSING, AND 4 MILES
 NF1339'NORTH-NORTHEAST OF THE VILLAGE OF HASLETT.  IT IS IN THE NORTHWEST
 NF1339'QUARTER OF SECTION 29.  T 5 N, R 1 E, THIS BEING WOODHULL TWP.
 NF1339'
 NF1339'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE ON
 NF1339'TEMP. I-69 GO TO THE NORTHEAST QUADRANT OF THE COUNTY LINE AND TEMP.
 NF1339'I-69 AND FIND THE STATION APPROX. 55 FEET EAST OF THE COUNTY LINE
 NF1339'AS DESCRIBED.
 NF1339'
 NF1339'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1339'AND STATION 76003 MIDH AND STATION 19017 MIDH COULD BE SIGHTED.
 NF1339'
 NF1339'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1339'CONTROL MARK, 76004, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1339'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1339'52 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 28 FEET
 NF1339'EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 37.5 FEET SOUTH-SOUTHWEST
 NF1339'OF A POWER POLE, AND 5.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
 NF1339'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1339'ROW, 76004 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1339'44 INCHES BELOW THE GROUND.
 NF1339'
 NF1339'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1339'HCM, 76004, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1339'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 44
 NF1339'FEET NORTHWEST OF A MAILBOX (NO. 10544), 52 FEET NORTH OF THE
 NF1339'CENTERLINE OF WESTBOUND TEMP. I-69, AND 34 FEET SOUTH SOUTHEAST
 NF1339'OF A POWER POLE.
 NF1339'
 NF1339'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1339'HCM, 76004, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1339'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 NF1339'NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 35 FEET NORTHEAST
 NF1339'OF CLINTON COUNTY SIGN, AND 73 FEET SOUTHWEST OF A POWER POLE.
 NF1339'
 NF1339'NEAREST TOWN--LAINSBURG.
 NF1339'
 NF1339'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1339
 NF1339                          STATION RECOVERY (1996)
 NF1339
 NF1339'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1255 ***********************************************************************
 NF1255  DESIGNATION -  76005
 NF1255  PID         -  NF1255
 NF1255  STATE/COUNTY-  MI/SHIAWASSEE
 NF1255  COUNTRY     -  US
 NF1255  USGS QUAD   -  PERRY (2017)
 NF1255
 NF1255                         *CURRENT SURVEY CONTROL
 NF1255  ______________________________________________________________________
 NF1255* NAD 83(1994) POSITION- 42 47 41.77975(N) 084 13 39.67425(W)   ADJUSTED
 NF1255* NAVD 88 ORTHO HEIGHT -   267.6   (meters)      878.    (feet) VERTCON3
 NF1255  ______________________________________________________________________
 NF1255  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 NF1255  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 NF1255  HORZ ORDER      -  SECOND
 NF1255
 NF1255.The horizontal coordinates were established by classical geodetic methods
 NF1255.and adjusted by the National Geodetic Survey in February 1997.
 NF1255
 NF1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1255
 NF1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1255.GEOID18 height accuracy estimate available here.
 NF1255
 NF1255.Click photographs - Photos may exist for this station.
 NF1255
 NF1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1255
 NF1255. The following values were computed from the NAD 83(1994) position.
 NF1255
 NF1255;                    North         East     Units Scale Factor Converg.
 NF1255;SPC MI S     -   143,847.652 4,011,369.076   MT  0.99990811   +0 05 40.5
 NF1255;SPC MI S     -   471,941.12 13,160,659.70   iFT  0.99990811   +0 05 40.5
 NF1255;UTM  16      - 4,741,771.493   726,723.574   MT  1.00023244   +1 53 03.3
 NF1255
 NF1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1255!SPC MI S     -   0.99996324  x   0.99990811  =   0.99987136
 NF1255!UTM  16      -   0.99996324  x   1.00023244  =   1.00019568
 NF1255
 NF1255:                Primary Azimuth Mark                     Grid Az
 NF1255:SPC MI S     -  76005 AZ MK                              176 28 37.1
 NF1255:UTM  16      -  76005 AZ MK                              174 41 14.3
 NF1255
 NF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2672341771(NAD 83)
 NF1255
 NF1255|---------------------------------------------------------------------|
 NF1255| PID    Reference Object                     Distance      Geod. Az  |
 NF1255|                                                           dddmmss.s |
 NF1255| CH0681 76005 RM 1                            8.947 METERS 00606     |
 NF1255| CH0680 76005 AZ MK                                        1763417.6 |
 NF1255| NF1254 76005 MIDOT RM 2 1976                 7.252 METERS 18710     |
 NF1255| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX. 5.8 KM 2014534.6 |
 NF1255|---------------------------------------------------------------------|
 NF1255
 NF1255                          SUPERSEDED SURVEY CONTROL
 NF1255
 NF1255  NAD 83(1986)-  42 47 41.77916(N)    084 13 39.69426(W) AD(       ) 2
 NF1255  NAD 27      -  42 47 41.65744(N)    084 13 39.80947(W) AD(       ) 2
 NF1255  NGVD 29 (07/19/86)  267.7    (m)          878.     (f) VERT ANG       
 NF1255
 NF1255.Superseded values are not recommended for survey control.
 NF1255
 NF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1255.See file dsdata.pdf to determine how the superseded data were derived.
 NF1255
 NF1255_MARKER: DD = SURVEY DISK
 NF1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1255
 NF1255  HISTORY     - Date     Condition        Report By
 NF1255  HISTORY     - 1976     MONUMENTED       MIDH
 NF1255  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1255  HISTORY     - 20070506 GOOD             GEOCAC
 NF1255
 NF1255                          STATION DESCRIPTION
 NF1255
 NF1255'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1255'THE STATION IS APPROXIMATELY 2 MILES (STRAIGHT LINE MEAS.) SOUTH OF
 NF1255'PERRY.  IT IS NEAR THE CENTER OF THE NORTH HALF OF SECTION 28.  T 5
 NF1255'N, R 2 E, THIS BEING PERRY TWP.
 NF1255'
 NF1255'TO REACH THE STATION FROM THE SHIAWASSEE AND INGHAM COUNTY LINE ON
 NF1255'M-52, GO NORTH ON M-52 1.6 MILES TO THE STATION ON THE LEFT AS
 NF1255'DESCRIBED.
 NF1255'
 NF1255'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON M-52 0.6 MILES
 NF1255'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1255'
 NF1255'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1255'CONTROL MARK, 76005, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1255'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1255'39 FEET WEST OF THE CENTERLINE OF M-52, 29 FEET SOUTHEAST OF A 29
 NF1255'INCH OAK, AND 4.5 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 NF1255'MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 76005 SET IN
 NF1255'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW
 NF1255'THE GROUND.
 NF1255'
 NF1255'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1255'35 FEET WEST OF THE CENTERLINE OF M-52, AND 22 FEET SOUTHWEST OF A
 NF1255'29 INCH OAK.
 NF1255'
 NF1255'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1255'42.8 FEET WEST OF THE CENTERLINE OF M-52, AND 49 FEET
 NF1255'EAST-NORTHEAST OF A 29 INCH OAK.
 NF1255'
 NF1255'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NF1255'IT IS 47.4 FEET EAST OF THE CENTERLINE OF M-52, 8 FEET WEST OF A 2
 NF1255'STRAND BARBED WIRE FENCE, 35 FEET NORTHEAST OF THE NORTH END OF
 NF1255'A BRIDGE RAIL, AND 5 FEET SOUTHWEST OF A STEEL WITNESS POST.
 NF1255'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1255'AZI MARK, ROW, 76005.  SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1255'CONCRETE 48 INCHES BELOW GROUND SURFACE.
 NF1255'
 NF1255'NEAREST TOWN--PERRY.
 NF1255'
 NF1255'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1255
 NF1255                          STATION RECOVERY (1995)
 NF1255
 NF1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1255'MARK NOT FOUND.
 NF1255
 NF1255                          STATION RECOVERY (2007)
 NF1255
 NF1255'RECOVERY NOTE BY GEOCACHING 2007 (JEB)
 NF1255'STATION MARK RECOVERED AS DESCRIBED, EXCEPT WITNESS POST IS NO LONGER
 NF1255'THERE.  RM1 RECOVERED, DESCRIPTION SHOULD READ '20 FEET EAST OF A 29
 NF1255'INCH OAK'.  RM2 NOT FOUND.  AZIMUTH MARK NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1254 ***********************************************************************
 NF1254  DESIGNATION -  76005 MIDOT RM 2 1976
 NF1254  PID         -  NF1254
 NF1254  STATE/COUNTY-  MI/SHIAWASSEE
 NF1254  COUNTRY     -  US
 NF1254  USGS QUAD   -  PERRY (2017)
 NF1254
 NF1254                         *CURRENT SURVEY CONTROL
 NF1254  ______________________________________________________________________
 NF1254* NAD 83(1994) POSITION- 42 47 41.54657(N) 084 13 39.71402(W)   ADJUSTED
 NF1254* NAVD 88 ORTHO HEIGHT -   267.5   (meters)      878.    (feet) VERTCON3
 NF1254  ______________________________________________________________________
 NF1254  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 NF1254  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 NF1254  HORZ ORDER      -  SECOND
 NF1254
 NF1254.The horizontal coordinates were established by classical geodetic methods
 NF1254.and adjusted by the National Geodetic Survey in February 1997.
 NF1254
 NF1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1254
 NF1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1254.GEOID18 height accuracy estimate available here.
 NF1254
 NF1254.Click photographs - Photos may exist for this station.
 NF1254
 NF1254.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1254
 NF1254. The following values were computed from the NAD 83(1994) position.
 NF1254
 NF1254;                    North         East     Units Scale Factor Converg.
 NF1254;SPC MI S     -   143,840.456 4,011,368.184   MT  0.99990811   +0 05 40.5
 NF1254;SPC MI S     -   471,917.51 13,160,656.77   iFT  0.99990811   +0 05 40.5
 NF1254;UTM  16      - 4,741,764.270   726,722.907   MT  1.00023244   +1 53 03.2
 NF1254
 NF1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1254!SPC MI S     -   0.99996326  x   0.99990811  =   0.99987137
 NF1254!UTM  16      -   0.99996326  x   1.00023244  =   1.00019569
 NF1254
 NF1254:                Primary Azimuth Mark                     Grid Az
 NF1254:SPC MI S     -  CLARK RM 3                               243 27 13.7
 NF1254:UTM  16      -  CLARK RM 3                               241 39 51.0
 NF1254
 NF1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2672241764(NAD 83)
 NF1254
 NF1254|---------------------------------------------------------------------|
 NF1254| PID    Reference Object                     Distance      Geod. Az  |
 NF1254|                                                           dddmmss.s |
 NF1254| NF1255 76005                                 7.252 METERS 00710     |
 NF1254| NF1332 CLARK RM 3                          APPROX. 6.4 KM 2433254.2 |
 NF1254|---------------------------------------------------------------------|
 NF1254
 NF1254                          SUPERSEDED SURVEY CONTROL
 NF1254
 NF1254  NAD 83(1986)-  42 47 41.54598(N)    084 13 39.73403(W) AD(       ) 2
 NF1254  NAD 27      -  42 47 41.42426(N)    084 13 39.84923(W) AD(       ) 2
 NF1254  NGVD 29 (07/19/86)  267.6    (m)          878.     (f) VERT ANG       
 NF1254
 NF1254.Superseded values are not recommended for survey control.
 NF1254
 NF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1254.See file dsdata.pdf to determine how the superseded data were derived.
 NF1254
 NF1254_MARKER: DD = SURVEY DISK
 NF1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1254+STABILITY: SURFACE MOTION
 NF1254
 NF1254  HISTORY     - Date     Condition        Report By
 NF1254  HISTORY     - 1976     MONUMENTED       MIDH
 NF1254  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1254
 NF1254                          STATION DESCRIPTION
 NF1254
 NF1254'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1254'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1254'76005, 1976, RM 2, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1254'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 42.8 FEET
 NF1254'WEST OF THE CENTERLINE OF M-52, AND 49 FEET EAST-NORTHEAST OF A 29
 NF1254'INCH OAK.
 NF1254
 NF1254                          STATION RECOVERY (1995)
 NF1254
 NF1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1265 ***********************************************************************
 NF1265  DESIGNATION -  76006
 NF1265  PID         -  NF1265
 NF1265  STATE/COUNTY-  MI/SHIAWASSEE
 NF1265  COUNTRY     -  US
 NF1265  USGS QUAD   -  PERRY (2017)
 NF1265
 NF1265                         *CURRENT SURVEY CONTROL
 NF1265  ______________________________________________________________________
 NF1265* NAD 83(1994) POSITION- 42 50 48.09810(N) 084 11 23.33148(W)   ADJUSTED
 NF1265* NAVD 88 ORTHO HEIGHT -   267.8   (meters)      879.    (feet) VERTCON3
 NF1265  ______________________________________________________________________
 NF1265  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 NF1265  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 NF1265  HORZ ORDER      -  SECOND
 NF1265
 NF1265.The horizontal coordinates were established by classical geodetic methods
 NF1265.and adjusted by the National Geodetic Survey in February 1997.
 NF1265
 NF1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1265
 NF1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1265.GEOID18 height accuracy estimate available here.
 NF1265
 NF1265.Click photographs - Photos may exist for this station.
 NF1265
 NF1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1265
 NF1265. The following values were computed from the NAD 83(1994) position.
 NF1265
 NF1265;                    North         East     Units Scale Factor Converg.
 NF1265;SPC MI S     -   149,602.354 4,014,455.160   MT  0.99990710   +0 07 13.3
 NF1265;SPC MI S     -   490,821.37 13,170,784.65   iFT  0.99990710   +0 07 13.3
 NF1265;UTM  16      - 4,747,621.762   729,629.304   MT  1.00024875   +1 54 42.7
 NF1265
 NF1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1265!SPC MI S     -   0.99996321  x   0.99990710  =   0.99987031
 NF1265!UTM  16      -   0.99996321  x   1.00024875  =   1.00021195
 NF1265
 NF1265:                Primary Azimuth Mark                     Grid Az
 NF1265:SPC MI S     -  76007                                    050 44 00.9
 NF1265:UTM  16      -  76007                                    048 56 31.5
 NF1265
 NF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2962947621(NAD 83)
 NF1265
 NF1265|---------------------------------------------------------------------|
 NF1265| PID    Reference Object                     Distance      Geod. Az  |
 NF1265|                                                           dddmmss.s |
 NF1265| NF1259 76007                               APPROX. 1.7 KM 0505114.2 |
 NF1265| CH0682 76006 RM 1                            8.794 METERS 05303     |
 NF1265| CH0683 76006 RM 2                            9.832 METERS 23119     |
 NF1265|---------------------------------------------------------------------|
 NF1265
 NF1265                          SUPERSEDED SURVEY CONTROL
 NF1265
 NF1265  NAD 83(1986)-  42 50 48.09731(N)    084 11 23.35182(W) AD(       ) 2
 NF1265  NAD 27      -  42 50 47.97802(N)    084 11 23.47078(W) AD(       ) 2
 NF1265  NGVD 29 (07/19/86)  267.9    (m)          879.     (f) VERT ANG       
 NF1265
 NF1265.Superseded values are not recommended for survey control.
 NF1265
 NF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1265.See file dsdata.pdf to determine how the superseded data were derived.
 NF1265
 NF1265_MARKER: DD = SURVEY DISK
 NF1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1265
 NF1265  HISTORY     - Date     Condition        Report By
 NF1265  HISTORY     - 1976     MONUMENTED       MIDH
 NF1265  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 NF1265
 NF1265                          STATION DESCRIPTION
 NF1265
 NF1265'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1265'THE STATION IS ABOUT 2 MILES NORTHEAST OF PERRY, 6 MILES SOUTHWEST
 NF1265'OF BANCROFT ON TEMP-I-69 IN SHIAWASEE COUNTY, PERRY TOWNSHIP, T5N,
 NF1265'R2E, NE1/4 SECTION 11 ON STATE RIGHT OF WAY.
 NF1265'
 NF1265'TO REACH THE STATION FROM THE INTERSECTION OF TEMP-I-69 AND M-52 AT
 NF1265'PERRY, GO EAST NORTHEAST ON I-69 1.75 MILES TO THE STATION ON THE
 NF1265'RIGHT AS DESCRIBED.
 NF1265'
 NF1265'TO REACH STATION 76007 FOR AZIMUTH MARK GO NORTHEAST ALONG I-69
 NF1265'1 MILE TO THE STATION ON THE NORTH SIDE OF SOUTHBOUND I-69.
 NF1265'
 NF1265'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1265'CONTROL MARK, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1265'IT IS 37 FEET SOUTH OF CENTER LINE NORTH BOUND I-69, 77 FEET NORTH
 NF1265'OF ROW FENCE, 38.5 FEET EAST OF PAVEMENT STATION STENCIL NO.
 NF1265'813+00, AND 5 FEET SOUTH OF WITNESS POST.
 NF1265'
 NF1265'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1265'76006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1265'BELOW GROUND SURFACE.
 NF1265'
 NF1265'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1265'HCM, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1265'SURFACE.  IT IS 36.5 FEET SOUTH OF CENTER LINE NORTH BOUND I-69,
 NF1265'76.5 FEET NORTH OF ROW FENCE, AND 46 FEET SOUTHWEST OF PAVEMENT
 NF1265'STATION STENCIL 814+00.
 NF1265'
 NF1265'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1265'HCM, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1265'SURFACE.  IT IS 38.5 FEET SOUTH OF CENTER LINE NORTH BOUND I-69,
 NF1265'77 FEET NORTH OF ROW FENCE, AND 25 FEET SOUTHEAST OF PAVEMENT
 NF1265'STATION STENCIL NO. 813+00.
 NF1265'
 NF1265'NEAREST TOWN--PERRY.
 NF1265'
 NF1265'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 NF1265
 NF1265                          STATION RECOVERY (1995)
 NF1265
 NF1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1259 ***********************************************************************
 NF1259  DESIGNATION -  76007
 NF1259  PID         -  NF1259
 NF1259  STATE/COUNTY-  MI/SHIAWASSEE
 NF1259  COUNTRY     -  US
 NF1259  USGS QUAD   -  PERRY (2017)
 NF1259
 NF1259                         *CURRENT SURVEY CONTROL
 NF1259  ______________________________________________________________________
 NF1259* NAD 83(1994) POSITION- 42 51 22.53004(N) 084 10 25.83133(W)   ADJUSTED
 NF1259* NAVD 88 ORTHO HEIGHT -   261.1   (meters)      857.    (feet) VERTCON3
 NF1259  ______________________________________________________________________
 NF1259  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 NF1259  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 NF1259  HORZ ORDER      -  SECOND
 NF1259
 NF1259.The horizontal coordinates were established by classical geodetic methods
 NF1259.and adjusted by the National Geodetic Survey in February 1997.
 NF1259
 NF1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1259
 NF1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1259.GEOID18 height accuracy estimate available here.
 NF1259
 NF1259.Click photographs - Photos may exist for this station.
 NF1259
 NF1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1259
 NF1259. The following values were computed from the NAD 83(1994) position.
 NF1259
 NF1259;                    North         East     Units Scale Factor Converg.
 NF1259;SPC MI S     -   150,667.629 4,015,758.229   MT  0.99990700   +0 07 52.4
 NF1259;SPC MI S     -   494,316.37 13,175,059.81   iFT  0.99990700   +0 07 52.4
 NF1259;UTM  16      - 4,748,727.640   730,898.868   MT  1.00025594   +1 55 23.1
 NF1259
 NF1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1259!SPC MI S     -   0.99996426  x   0.99990700  =   0.99987127
 NF1259!UTM  16      -   0.99996426  x   1.00025594  =   1.00022019
 NF1259
 NF1259:                Primary Azimuth Mark                     Grid Az
 NF1259:SPC MI S     -  76006                                    230 44 00.9
 NF1259:UTM  16      -  76006                                    228 56 30.2
 NF1259
 NF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3089848727(NAD 83)
 NF1259
 NF1259|---------------------------------------------------------------------|
 NF1259| PID    Reference Object                     Distance      Geod. Az  |
 NF1259|                                                           dddmmss.s |
 NF1259| CH0684 76007 RM 1                           10.074 METERS 02008     |
 NF1259| NF1265 76006                               APPROX. 1.7 KM 2305153.3 |
 NF1259| CH0685 76007 RM 2                            5.862 METERS 28909     |
 NF1259|---------------------------------------------------------------------|
 NF1259
 NF1259                          SUPERSEDED SURVEY CONTROL
 NF1259
 NF1259  NAD 83(1986)-  42 51 22.52923(N)    084 10 25.85164(W) AD(       ) 2
 NF1259  NAD 27      -  42 51 22.41024(N)    084 10 25.97248(W) AD(       ) 2
 NF1259  NGVD 29 (07/19/86)  261.2    (m)          857.     (f) VERT ANG       
 NF1259
 NF1259.Superseded values are not recommended for survey control.
 NF1259
 NF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1259.See file dsdata.pdf to determine how the superseded data were derived.
 NF1259
 NF1259_MARKER: DD = SURVEY DISK
 NF1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1259
 NF1259  HISTORY     - Date     Condition        Report By
 NF1259  HISTORY     - 1976     MONUMENTED       MIDH
 NF1259  HISTORY     - 19950612 GOOD             USPSQD
 NF1259
 NF1259                          STATION DESCRIPTION
 NF1259
 NF1259'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1259'THE STATION IS ABOUT 3 MILES NORTHEAST OF PERRY, 5 MILES SOUTHWEST
 NF1259'OF BANCROFT ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY TOWNSHIP,
 NF1259'T5N, R2E, NE1/4 SECTION 1 ON STATE RIGHT OF WAY.
 NF1259'
 NF1259'TO REACH THE STATION FROM THE INTERSECTION OF TEMP-I-69 AND M-52 AT
 NF1259'PERRY, GO EAST NORTHEAST ON I-69 2.85 MILES TO THE STATION ON THE
 NF1259'LEFT AS DESCRIBED.
 NF1259'
 NF1259'TO REACH STATION 76006 MIDH FOR AZIMUTH MARK GO SOUTHWEST ALONG
 NF1259'I-69 1 MILE TO THE STATION ON THE SOUTH SIDE OF NORTHBOUND I-69.
 NF1259'
 NF1259'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1259'CONTROL MARK, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1259'IT IS 81.7 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, 21 FEET
 NF1259'SOUTH OF ROW FENCE, AND 4 FEET NORTH OF WITNESS POST.
 NF1259'
 NF1259'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1259'76007.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1259'BELOW GROUND SURFACE.
 NF1259'
 NF1259'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1259'HCM, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND
 NF1259'SURFACE.  IT IS 84 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, AND
 NF1259'2.8 FEET SOUTH OF ROW FENCE.
 NF1259'
 NF1259'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2
 NF1259'HCM, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND
 NF1259'SURFACE.  IT IS 98 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, AND
 NF1259'4.8 FEET SOUTH OF ROW FENCE.
 NF1259'
 NF1259'NEAREST TOWN--PERRY.
 NF1259'
 NF1259'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1259
 NF1259                          STATION RECOVERY (1995)
 NF1259
 NF1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1248 ***********************************************************************
 NF1248  DESIGNATION -  76008
 NF1248  PID         -  NF1248
 NF1248  STATE/COUNTY-  MI/SHIAWASSEE
 NF1248  COUNTRY     -  US
 NF1248  USGS QUAD   -  CORUNNA (2017)
 NF1248
 NF1248                         *CURRENT SURVEY CONTROL
 NF1248  ______________________________________________________________________
 NF1248* NAD 83(2011) POSITION- 42 54 35.08760(N) 084 03 07.85123(W)   ADJUSTED
 NF1248* NAD 83(2011) ELLIP HT-   224.118 (meters)        (06/27/12)   ADJUSTED
 NF1248* NAD 83(2011) EPOCH   -  2010.00
 NF1248* NAVD 88 ORTHO HEIGHT -   257.457 (meters)      844.67  (feet) ADJUSTED
 NF1248  ______________________________________________________________________
 NF1248  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 NF1248  NAD 83(2011) X  -    484,845.309 (meters)                     COMP
 NF1248  NAD 83(2011) Y  - -4,653,761.402 (meters)                     COMP
 NF1248  NAD 83(2011) Z  -  4,320,316.105 (meters)                     COMP
 NF1248  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 NF1248  DYNAMIC HEIGHT  -        257.395 (meters)      844.47  (feet) COMP
 NF1248  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 NF1248
 NF1248  VERT ORDER      -  FIRST     CLASS II
 NF1248
 NF1248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1248  Standards:
 NF1248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1248  -------------------------------------------------------------------
 NF1248  NETWORK    0.26   0.45           0.12   0.09   0.23     -0.03190946
 NF1248  -------------------------------------------------------------------
 NF1248  Click here for local accuracies and other accuracy information.
 NF1248
 NF1248.The horizontal coordinates were established by GPS observations
 NF1248.and adjusted by the National Geodetic Survey in June 2012.
 NF1248
 NF1248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1248.been affixed to the stable North American tectonic plate. See 
 NF1248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1248
 NF1248.The horizontal coordinates are valid at the epoch date displayed above
 NF1248.which is a decimal equivalence of Year/Month/Day.
 NF1248
 NF1248.The orthometric height was determined by differential leveling and
 NF1248.adjusted by the NATIONAL GEODETIC SURVEY
 NF1248.in October 2009.
 NF1248
 NF1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1248.GEOID18 height accuracy estimate available here.
 NF1248
 NF1248.Click photographs - Photos may exist for this station.
 NF1248
 NF1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1248
 NF1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1248
 NF1248.The ellipsoidal height was determined by GPS observations
 NF1248.and is referenced to NAD 83.
 NF1248
 NF1248.The dynamic height is computed by dividing the NAVD 88
 NF1248.geopotential number by the normal gravity value computed on the
 NF1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1248.degrees latitude (g = 980.6199 gals.).
 NF1248
 NF1248.The modeled gravity was interpolated from observed gravity values.
 NF1248
 NF1248. The following values were computed from the NAD 83(2011) position.
 NF1248
 NF1248;                    North         East     Units Scale Factor Converg.
 NF1248;SPC MI S     -   156,639.019 4,025,678.526   MT  0.99990697   +0 12 50.5
 NF1248;SPC MI S     -   513,907.54 13,207,606.71   iFT  0.99990697   +0 12 50.5
 NF1248;UTM  16      - 4,755,008.849   740,631.151   MT  1.00031240   +2 00 28.7
 NF1248;UTM  17      - 4,755,312.846   250,849.185   MT  1.00036375   -2 04 44.9
 NF1248
 NF1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1248!SPC MI S     -   0.99996485  x   0.99990697  =   0.99987183
 NF1248!UTM  16      -   0.99996485  x   1.00031240  =   1.00027724
 NF1248!UTM  17      -   0.99996485  x   1.00036375  =   1.00032859
 NF1248
 NF1248:                Primary Azimuth Mark                     Grid Az
 NF1248:SPC MI S     -  76009                                    061 02 13.8
 NF1248:UTM  16      -  76009                                    059 14 35.6
 NF1248:UTM  17      -  76009                                    063 19 49.2
 NF1248
 NF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4063155008(NAD 83)
 NF1248
 NF1248|---------------------------------------------------------------------|
 NF1248| PID    Reference Object                     Distance      Geod. Az  |
 NF1248|                                                           dddmmss.s |
 NF1248| NF1249 76009                               APPROX. 2.3 KM 0611504.3 |
 NF1248| CH0686 76008 RM 1                            6.786 METERS 11226     |
 NF1248| CH0687 76008 RM 2                            8.420 METERS 29209     |
 NF1248|---------------------------------------------------------------------|
 NF1248
 NF1248                          SUPERSEDED SURVEY CONTROL
 NF1248
 NF1248  NAD 83(2007)-  42 54 35.08779(N)    084 03 07.85156(W) AD(2002.00) B
 NF1248  ELLIP H (10/19/09)  224.144  (m)                       GP(2002.00) 1 1
 NF1248  NAD 83(1994)-  42 54 35.08926(N)    084 03 07.85257(W) AD(       ) 2
 NF1248  NAD 83(1986)-  42 54 35.08789(N)    084 03 07.87359(W) AD(       ) 2
 NF1248  NAD 27      -  42 54 34.97227(N)    084 03 08.00625(W) AD(       ) 2
 NF1248  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG       
 NF1248
 NF1248.Superseded values are not recommended for survey control.
 NF1248
 NF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1248.See file dsdata.pdf to determine how the superseded data were derived.
 NF1248
 NF1248_MARKER: DD = SURVEY DISK
 NF1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1248_STAMPING: 76008
 NF1248_MARK LOGO: MIDT
 NF1248_PROJECTION: FLUSH
 NF1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1248+STABILITY: SURFACE MOTION
 NF1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1248+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 NF1248
 NF1248  HISTORY     - Date     Condition        Report By
 NF1248  HISTORY     - 1976     MONUMENTED       MIDH
 NF1248  HISTORY     - 20080709 GOOD             COLEM
 NF1248  HISTORY     - 20210721 GOOD             MIDT
 NF1248
 NF1248                          STATION DESCRIPTION
 NF1248
 NF1248'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1248'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF BANCROFT, 2-1/2 MILES
 NF1248'SOUTH SOUTHWEST OF VERNON ON TEMP-I-69 IN SHIAWASSE COUNTY,
 NF1248'SHIAWASSEE TWP.  T6N, R3E, SE 1/4 SECTION 13 ON STATE RIGHT OF
 NF1248'WAY.
 NF1248'
 NF1248'TO REACH THE STATION FROM THE INTERSECTION OF M-71 AND TEMP-I-69,
 NF1248'GO WESTERLY ON I-69 2.75 MILES TO THE STATION ON THE RIGHT NEAR
 NF1248'THE NORTHEAST CORNER OF THE NEWBURG ROAD BRIDGE AS DESCRIBED.
 NF1248'
 NF1248'TO REACH STATION 76009 MIDH FOR AZIMUTH MARK, GO NORTHEAST
 NF1248'ALONG TEMP-I-69 1.4 MILES TO THE STATION ON THE SOUTH SIDE OF
 NF1248'NORTH BOUND I-69, AND VERNON ROAD.
 NF1248'
 NF1248'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1248'CONTROL MARK, 76008, MDSH AND T, 1976.  SET IN THE TOP OF A 12
 NF1248'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1248'SURFACE.  IT IS 35 FEET NORTHEAST OF NORTH END OF BRIDGE RAIL,
 NF1248'26.5 FEET WEST OF NORTHEAST END BRIDGE WINGWALL, 83.9 FEET
 NF1248'SOUTHWEST OF FENCE CORNER POST, AND 4 FEET NORTHEAST OF WITNESS
 NF1248'POST.
 NF1248'
 NF1248'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1248'ROW, 76008 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1248'48 INCHES BELOW GROUND SURFACE.
 NF1248'
 NF1248'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED 76008,
 NF1248'REFERENCE MARK 1, MDSH AND T, 1976.  SET IN THE TOP STEP OF
 NF1248'NORTHEAST WINGWALL OF BRIDGE.  IT IS 79.8 FEET SOUTHWEST OF FENCE
 NF1248'CORNER POST, 5.2 FEET NORTHEAST OF BRIDGE CURB, AND 14 FEET
 NF1248'SOUTHWEST OF NORTHEAST END OF WINGWALL.
 NF1248'
 NF1248'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED 76008,
 NF1248'REFERENCE MARK 2, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1248'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 NF1248'GROUND SURFACE.  IT IS 96 FEET SOUTHWEST OF FENCE CORNER POST, 39
 NF1248'FEET NORTH OF NORTHWEST END BRIDGE RAIL, AND 4 FEET NORTHEAST OF
 NF1248'GUARD RAIL.
 NF1248'
 NF1248'NEAREST TOWN--BANCROFT.
 NF1248'
 NF1248'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 NF1248
 NF1248                          STATION RECOVERY (2008)
 NF1248
 NF1248'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1248'RECOVERED IN GOOD CONDITION.  NOTE--THE STATION IS 3.3 FT (1.0 M)
 NF1248'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
 NF1248
 NF1248                          STATION RECOVERY (2021)
 NF1248
 NF1248'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 NF1248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1249 ***********************************************************************
 NF1249  DESIGNATION -  76009
 NF1249  PID         -  NF1249
 NF1249  STATE/COUNTY-  MI/SHIAWASSEE
 NF1249  COUNTRY     -  US
 NF1249  USGS QUAD   -  CORUNNA (2017)
 NF1249
 NF1249                         *CURRENT SURVEY CONTROL
 NF1249  ______________________________________________________________________
 NF1249* NAD 83(1994) POSITION- 42 55 10.87763(N) 084 01 39.06608(W)   ADJUSTED
 NF1249* NAVD 88 ORTHO HEIGHT -   252.587 (meters)      828.70  (feet) ADJUSTED
 NF1249  ______________________________________________________________________
 NF1249  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 NF1249  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 NF1249  DYNAMIC HEIGHT  -        252.526 (meters)      828.50  (feet) COMP
 NF1249  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 NF1249
 NF1249  HORZ ORDER      -  SECOND
 NF1249  VERT ORDER      -  FIRST     CLASS II
 NF1249
 NF1249.The horizontal coordinates were established by classical geodetic methods
 NF1249.and adjusted by the National Geodetic Survey in February 1997.
 NF1249
 NF1249.The orthometric height was determined by differential leveling and
 NF1249.adjusted by the NATIONAL GEODETIC SURVEY
 NF1249.in October 2009.
 NF1249
 NF1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1249.GEOID18 height accuracy estimate available here.
 NF1249
 NF1249.Click photographs - Photos may exist for this station.
 NF1249
 NF1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1249
 NF1249.The dynamic height is computed by dividing the NAVD 88
 NF1249.geopotential number by the normal gravity value computed on the
 NF1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1249.degrees latitude (g = 980.6199 gals.).
 NF1249
 NF1249.The modeled gravity was interpolated from observed gravity values.
 NF1249
 NF1249. The following values were computed from the NAD 83(1994) position.
 NF1249
 NF1249;                    North         East     Units Scale Factor Converg.
 NF1249;SPC MI S     -   157,751.156 4,027,687.823   MT  0.99990706   +0 13 50.9
 NF1249;SPC MI S     -   517,556.29 13,214,198.89   iFT  0.99990706   +0 13 50.9
 NF1249;UTM  16      - 4,756,183.832   742,605.455   MT  1.00032414   +2 01 30.6
 NF1249;UTM  17      - 4,756,344.154   252,902.300   MT  1.00035121   -2 03 45.7
 NF1249
 NF1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1249!SPC MI S     -   0.99996562  x   0.99990706  =   0.99987269
 NF1249!UTM  16      -   0.99996562  x   1.00032414  =   1.00028975
 NF1249!UTM  17      -   0.99996562  x   1.00035121  =   1.00031682
 NF1249
 NF1249:                Primary Azimuth Mark                     Grid Az
 NF1249:SPC MI S     -  76008                                    241 02 13.9
 NF1249:UTM  16      -  76008                                    239 14 34.2
 NF1249:UTM  17      -  76008                                    243 19 50.5
 NF1249
 NF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4260556183(NAD 83)
 NF1249
 NF1249|---------------------------------------------------------------------|
 NF1249| PID    Reference Object                     Distance      Geod. Az  |
 NF1249|                                                           dddmmss.s |
 NF1249| CH0689 76009 RM 2                            6.884 METERS 17858     |
 NF1249| NF1248 76008                               APPROX. 2.3 KM 2411604.8 |
 NF1249| NF1274 MORRICE BELL MICROWAVE              APPROX.11.0 KM 2613531.3 |
 NF1249| CH0688 76009 RM 1                            7.280 METERS 35932     |
 NF1249|---------------------------------------------------------------------|
 NF1249
 NF1249                          SUPERSEDED SURVEY CONTROL
 NF1249
 NF1249  NAD 83(1986)-  42 55 10.87622(N)    084 01 39.08708(W) AD(       ) 2
 NF1249  NAD 27      -  42 55 10.76088(N)    084 01 39.22265(W) AD(       ) 2
 NF1249  NGVD 29 (07/19/86)  252.7    (m)          829.     (f) VERT ANG       
 NF1249
 NF1249.Superseded values are not recommended for survey control.
 NF1249
 NF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1249.See file dsdata.pdf to determine how the superseded data were derived.
 NF1249
 NF1249_MARKER: DD = SURVEY DISK
 NF1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1249_STAMPING: 76009
 NF1249_MARK LOGO: MIDT
 NF1249_PROJECTION: FLUSH
 NF1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1249+STABILITY: SURFACE MOTION
 NF1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1249+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 NF1249
 NF1249  HISTORY     - Date     Condition        Report By
 NF1249  HISTORY     - 1976     MONUMENTED       MIDH
 NF1249  HISTORY     - 19950802 GOOD             USPSQD
 NF1249  HISTORY     - 20080709 GOOD             COLEM
 NF1249
 NF1249                          STATION DESCRIPTION
 NF1249
 NF1249'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1249'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BANCROFT, 1-1/2
 NF1249'MILES SOUTH OF VERNON ON TEMP-I-69 IN SHIAWASEE COUNTY, VERNON
 NF1249'TOWNSHIP, T6N8 R4E, NE 1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1249'
 NF1249'TO REACH THE STATION FROM THE INTERSECTION OF M-71 AND TEMP-I-69,
 NF1249'GO WESTERLY ON I-69 1.25 MILES TO THE STATION ON THE LEFT NEAR THE
 NF1249'SOUTHWEST CORNER OF THE VERNON ROAD BRIDGE AS DESCRIBED.
 NF1249'
 NF1249'TO REACH STATION 76008 MIDH FOR AZIMUTH MARK, GO SOUTHWEST
 NF1249'ALONG TEMP-I-69 1.4 MILES TO THE STATION ON THE NORTH SIDE OF SOUTH
 NF1249'BOUND I-69, AND NEWBURG ROAD.
 NF1249'
 NF1249'THE STATION IS 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1249'MARK, 76009, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1249'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1249'IT IS 19.5 FEET WEST OF CENTER LINE VERNON ROAD, 3 FEET WEST OF
 NF1249'GUARD RAIL, 21 FEET SOUTH SOUTHEAST OF WEST END OF WINGWALL, AND
 NF1249'3 FEET SOUTHWEST OF WITNESS POST.
 NF1249'
 NF1249'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED FA, HCM, ROW,
 NF1249'76009 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1249'INCHES BELOW GROUND SURFACE.
 NF1249'
 NF1249'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED 76009,
 NF1249'REFERENCE MARK 1, MDSH AND T, 1976.  SET IN THE TOP STEP OF
 NF1249'SOUTHWEST WINGWALL OF BRIDGE.  IT IS 11.6 FEET EAST NORTHEAST OF
 NF1249'WEST END OF WINGWALL, 19 FEET WEST OF CENTER LINE VERNON ROAD,
 NF1249'AND 5 FEET WEST OF BRIDGE CURB.
 NF1249'
 NF1249'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED 76009, REFERENCE
 NF1249'MARK 2, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1249'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1249'IS 19 FEET WEST OF CENTER LINE VERNON ROAD, 3 FEET WEST OF GUARD
 NF1249'RAIL, AND 33 FEET EAST NORTHEAST OF FENCE CORNER POST.
 NF1249'
 NF1249'NEAREST TOWN--VERNON.
 NF1249'
 NF1249'HEIGHT OF LIGHT ABOVE STATION MARK 1.13 METERS.
 NF1249
 NF1249                          STATION RECOVERY (1995)
 NF1249
 NF1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1249'RECOVERED IN GOOD CONDITION.
 NF1249
 NF1249                          STATION RECOVERY (2008)
 NF1249
 NF1249'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1249'RECOVERED IN GOOD CONDITION.  NOTE--THE STATION IS 3.3 FT (1.0 M) WEST
 NF1249'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1333 ***********************************************************************
 NF1333  DESIGNATION -  76010
 NF1333  PID         -  NF1333
 NF1333  STATE/COUNTY-  MI/SHIAWASSEE
 NF1333  COUNTRY     -  US
 NF1333  USGS QUAD   -  SHAFTSBURG (2017)
 NF1333
 NF1333                         *CURRENT SURVEY CONTROL
 NF1333  ______________________________________________________________________
 NF1333* NAD 83(1994) POSITION- 42 48 44.26138(N) 084 17 49.88982(W)   ADJUSTED
 NF1333* NAVD 88 ORTHO HEIGHT -   268.4   (meters)      881.    (feet) VERTCON3
 NF1333  ______________________________________________________________________
 NF1333  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 NF1333  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 NF1333  HORZ ORDER      -  SECOND
 NF1333
 NF1333.The horizontal coordinates were established by classical geodetic methods
 NF1333.and adjusted by the National Geodetic Survey in February 1997.
 NF1333
 NF1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1333
 NF1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1333.GEOID18 height accuracy estimate available here.
 NF1333
 NF1333.Click photographs - Photos may exist for this station.
 NF1333
 NF1333.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1333
 NF1333. The following values were computed from the NAD 83(1994) position.
 NF1333
 NF1333;                    North         East     Units Scale Factor Converg.
 NF1333;SPC MI S     -   145,768.496 4,005,681.752   MT  0.99990768   +0 02 50.2
 NF1333;SPC MI S     -   478,243.10 13,142,000.50   iFT  0.99990768   +0 02 50.2
 NF1333;UTM  16      - 4,743,514.288   720,977.252   MT  1.00020079   +1 50 15.2
 NF1333
 NF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1333!SPC MI S     -   0.99996312  x   0.99990768  =   0.99987081
 NF1333!UTM  16      -   0.99996312  x   1.00020079  =   1.00016390
 NF1333
 NF1333:                Primary Azimuth Mark                     Grid Az
 NF1333:SPC MI S     -  76002                                    249 22 34.0
 NF1333:UTM  16      -  76002                                    247 35 09.0
 NF1333
 NF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2097743514(NAD 83)
 NF1333
 NF1333|---------------------------------------------------------------------|
 NF1333| PID    Reference Object                     Distance      Geod. Az  |
 NF1333|                                                           dddmmss.s |
 NF1333| CH0690 76010 RM 1                            9.644 METERS 07302     |
 NF1333| NF1331 76002                               APPROX. 1.2 KM 2492524.2 |
 NF1333| CH0691 76010 RM 2                            8.844 METERS 25234     |
 NF1333|---------------------------------------------------------------------|
 NF1333
 NF1333                          SUPERSEDED SURVEY CONTROL
 NF1333
 NF1333  NAD 83(1986)-  42 48 44.26080(N)    084 17 49.90989(W) AD(       ) 2
 NF1333  NAD 27      -  42 48 44.13958(N)    084 17 50.01669(W) AD(       ) 2
 NF1333  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 NF1333
 NF1333.Superseded values are not recommended for survey control.
 NF1333
 NF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1333.See file dsdata.pdf to determine how the superseded data were derived.
 NF1333
 NF1333_MARKER: DD = SURVEY DISK
 NF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1333
 NF1333  HISTORY     - Date     Condition        Report By
 NF1333  HISTORY     - 1976     MONUMENTED       MIDH
 NF1333  HISTORY     - 1986     GOOD             USPSQD
 NF1333  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1333
 NF1333                          STATION DESCRIPTION
 NF1333
 NF1333'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1333'THE STATION IS ABOUT 1/2 MILE NORTH OF SHAFTBURG ON TEMP-I-69 IN
 NF1333'SHIAWASSEE COUNTY, WOODHULL TOWNSHIP, T5N, R1E, NE 1/4 SECTION 23 ON
 NF1333'STATE RIGHT OF WAY.
 NF1333'
 NF1333'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I69,
 NF1333'NORTH OF PERRY, GO WESTERLY ON WEST BOUND TEMP-I-69 4.5 MILES TO THE
 NF1333'STATION ON THE RIGHT AS DESCRIBED.
 NF1333'
 NF1333'TO REACH STATION 76002 MIDH FOR AZIMUTH MARK, GO SOUTHWEST ALONG
 NF1333'TEMP-I-69 0.7 MILES TO THE STATION ON THE SOUTH SIDE OF NORTH BOUND
 NF1333'I-69.
 NF1333'
 NF1333'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1333'CONTROL MARK, 76010, MDSH ANDT, 1976.  SET IN THE TOP OF A 12 INCH
 NF1333'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1333'IT IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69, 49 FEET
 NF1333'SOUTHWEST OF SOUTH END OF SIGNBOARD NO. 6-0217, AND 4.5 FEET
 NF1333'NORTH OF WITNESS POST.
 NF1333'
 NF1333'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED 76010, FA, HCM,
 NF1333'ROW, 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1333'INCHES BELOW GROUND SURFACE.
 NF1333'
 NF1333'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1333'HCM, 76010, RM 1, 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1333'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1333'IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69, AND 28 FEET
 NF1333'SOUTH OF SOUTH END OF SIGNBOARD NO. 6-0217.
 NF1333'
 NF1333'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1333'HCM, 76010 RM 2, 1976.  SET IN THE TOP OF A 12 INCH CYLINCRICAL
 NF1333'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1333'IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69.
 NF1333'
 NF1333'NEAREST TOWN--SHAFTBURG.
 NF1333'
 NF1333'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1333
 NF1333                          STATION RECOVERY (1986)
 NF1333
 NF1333'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1333'RECOVERED IN GOOD CONDITION.
 NF1333
 NF1333                          STATION RECOVERY (1995)
 NF1333
 NF1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1335 ***********************************************************************
 NF1335  DESIGNATION -  76011
 NF1335  PID         -  NF1335
 NF1335  STATE/COUNTY-  MI/SHIAWASSEE
 NF1335  COUNTRY     -  US
 NF1335  USGS QUAD   -  SHAFTSBURG (2017)
 NF1335
 NF1335                         *CURRENT SURVEY CONTROL
 NF1335  ______________________________________________________________________
 NF1335* NAD 83(1994) POSITION- 42 48 58.57807(N) 084 16 31.88695(W)   ADJUSTED
 NF1335* NAVD 88 ORTHO HEIGHT -   270.6   (meters)      888.    (feet) VERTCON3
 NF1335  ______________________________________________________________________
 NF1335  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 NF1335  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 NF1335  HORZ ORDER      -  SECOND
 NF1335
 NF1335.The horizontal coordinates were established by classical geodetic methods
 NF1335.and adjusted by the National Geodetic Survey in February 1997.
 NF1335
 NF1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1335
 NF1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1335.GEOID18 height accuracy estimate available here.
 NF1335
 NF1335.Click photographs - Photos may exist for this station.
 NF1335
 NF1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1335
 NF1335. The following values were computed from the NAD 83(1994) position.
 NF1335
 NF1335;                    North         East     Units Scale Factor Converg.
 NF1335;SPC MI S     -   146,211.930 4,007,453.263   MT  0.99990760   +0 03 43.3
 NF1335;SPC MI S     -   479,697.93 13,147,812.54   iFT  0.99990760   +0 03 43.3
 NF1335;UTM  16      - 4,744,013.002   722,734.569   MT  1.00021038   +1 51 08.8
 NF1335
 NF1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1335!SPC MI S     -   0.99996277  x   0.99990760  =   0.99987038
 NF1335!UTM  16      -   0.99996277  x   1.00021038  =   1.00017315
 NF1335
 NF1335:                Primary Azimuth Mark                     Grid Az
 NF1335:SPC MI S     -  76010                                    255 56 48.5
 NF1335:UTM  16      -  76010                                    254 09 23.0
 NF1335
 NF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2273444013(NAD 83)
 NF1335
 NF1335|---------------------------------------------------------------------|
 NF1335| PID    Reference Object                     Distance      Geod. Az  |
 NF1335|                                                           dddmmss.s |
 NF1335| CH0692 76011 RM 1                            7.778 METERS 05738     |
 NF1335| CH0693 76011 RM 2                            7.806 METERS 23645     |
 NF1335| NF1333 76010                               APPROX. 1.8 KM 2560031.8 |
 NF1335|---------------------------------------------------------------------|
 NF1335
 NF1335                          SUPERSEDED SURVEY CONTROL
 NF1335
 NF1335  NAD 83(1986)-  42 48 58.57748(N)    084 16 31.90708(W) AD(       ) 2
 NF1335  NAD 27      -  42 48 58.45649(N)    084 16 32.01634(W) AD(       ) 2
 NF1335  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 NF1335
 NF1335.Superseded values are not recommended for survey control.
 NF1335
 NF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1335.See file dsdata.pdf to determine how the superseded data were derived.
 NF1335
 NF1335_MARKER: DD = SURVEY DISK
 NF1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1335
 NF1335  HISTORY     - Date     Condition        Report By
 NF1335  HISTORY     - 1976     MONUMENTED       MIDH
 NF1335  HISTORY     - 1986     GOOD             USPSQD
 NF1335  HISTORY     - 19950901 GOOD             USPSQD
 NF1335
 NF1335                          STATION DESCRIPTION
 NF1335
 NF1335'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1335'THE STATION IS ABOUT 1 MILE NORTHEAST OF SHAFTBURG, 3-1/2 MILES WEST
 NF1335'SOUTHWEST OF PERRY ON TEMP-I-69 IN SHIAWASSEE COUNTY, WOODHULL
 NF1335'TOWNSHIP, T5N, R1E, NE 1/4 SECTION 24 ON STATE OF WAY.
 NF1335'
 NF1335'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP- I-69, GO
 NF1335'WESTERLY ON TEMP-I-69 3.27 MILES TO THE STATION ON THE LEFT, SOUTH
 NF1335'OF THE EAST BOUND LANE AS DESCRIBED.
 NF1335'
 NF1335'TO REACH STATION 76010 FOR AZIMUTH MARK, GO WESTERLY ON TEMP-I-69
 NF1335'1.1 MILES TO THE STATION ON THE NORTH SIDE OF WEST BOUND LANE OF
 NF1335'TEMP-I-69.
 NF1335'
 NF1335'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1335'CONTROL MARK, 76011, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1335'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1335'IT IS 65 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, 4.5 FEET
 NF1335'NORTH NORTHWEST OF WITNESS POST, AND 65.5 FEET NORTHEAST OF POWER
 NF1335'POLE NO.  102.
 NF1335'
 NF1335'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1335'76011.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1335'BELOW GROUND SURFACE.
 NF1335'
 NF1335'REFERENCE MARK 1 IS A 3-1/4 INCH ALUM. DISK STAMPED REFERENCE MARK
 NF1335'1, HCM, 76011 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1335'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1335'IS 63 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, AND 88.5
 NF1335'FEET
 NF1335'
 NF1335'REFERENCE MARK 2 IS A 3-1/4 INCH ALUM. DISK STAMPED REFERENCE MARK
 NF1335'2, HCM, 76011 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1335'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1335'IS 68 FEET SOUTH OF EAST BOUND TEMP-I-69, AND 45 FEET NORTHEAST OF
 NF1335'POWER POLE NO. 102.
 NF1335'
 NF1335'NEAREST TOWN--SHAFTBURG.
 NF1335'
 NF1335'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 NF1335
 NF1335                          STATION RECOVERY (1986)
 NF1335
 NF1335'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1335'RECOVERED IN GOOD CONDITION.
 NF1335
 NF1335                          STATION RECOVERY (1995)
 NF1335
 NF1335'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 CH0692 ***********************************************************************
 CH0692  DESIGNATION -  76011 RM 1
 CH0692  PID         -  CH0692
 CH0692  STATE/COUNTY-  MI/SHIAWASSEE
 CH0692  COUNTRY     -  US
 CH0692  USGS QUAD   -  SHAFTSBURG (2017)
 CH0692
 CH0692                         *CURRENT SURVEY CONTROL
 CH0692  ______________________________________________________________________
 CH0692* NAD 83(1986) POSITION- 42 48 58.71   (N) 084 16 31.60   (W)   HD_HELD1
 CH0692* NAVD 88 ORTHO HEIGHT -   270.660 (meters)      887.99  (feet) ADJUSTED
 CH0692  ______________________________________________________________________
 CH0692  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 CH0692  DYNAMIC HEIGHT  -        270.593 (meters)      887.77  (feet) COMP
 CH0692  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 CH0692
 CH0692  VERT ORDER      -  FIRST     CLASS II
 CH0692
 CH0692.The horizontal coordinates were determined by differentially corrected
 CH0692.hand held GPS observations or other comparable positioning techniques
 CH0692.and have an estimated accuracy of +/- 3 meters.
 CH0692
 CH0692.The orthometric height was determined by differential leveling and
 CH0692.adjusted by the NATIONAL GEODETIC SURVEY
 CH0692.in October 2009.
 CH0692
 CH0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 CH0692.GEOID18 height accuracy estimate available here.
 CH0692
 CH0692.Click photographs - Photos may exist for this station.
 CH0692
 CH0692.The dynamic height is computed by dividing the NAVD 88
 CH0692.geopotential number by the normal gravity value computed on the
 CH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0692.degrees latitude (g = 980.6199 gals.).
 CH0692
 CH0692.The modeled gravity was interpolated from observed gravity values.
 CH0692
 CH0692;                    North         East    Units  Estimated Accuracy
 CH0692;SPC MI S     -   146,216.0   4,007,459.8     MT  (+/- 3 meters HH1 GPS) 
 CH0692
 CH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2274044017(NAD 83)
 CH0692
 CH0692                          SUPERSEDED SURVEY CONTROL
 CH0692
 CH0692.No superseded survey control is available for this station.
 CH0692
 CH0692_MARKER: DR = REFERENCE MARK DISK
 CH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0692_STAMPING: REFERENCE MARK 1 HCM 76011 1976
 CH0692_MARK LOGO: MIDH
 CH0692_PROJECTION: FLUSH
 CH0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CH0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0692+STABILITY: SURFACE MOTION
 CH0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CH0692+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 CH0692
 CH0692  HISTORY     - Date     Condition        Report By
 CH0692  HISTORY     - 1976     MONUMENTED       MIDH
 CH0692  HISTORY     - 20090615 GOOD             MIDT
 CH0692
 CH0692                          STATION DESCRIPTION
 CH0692
 CH0692'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 CH0692'THE STATION IS ABOUT 3.5 MI (5.6 KM) WEST-SOUTHWEST OF PERRY, AND 1.0
 CH0692'MI (1.6 KM) NORTHEAST OF SHAFTBURG, MI.
 CH0692'
 CH0692'TO REACH THE STATION FROM THE JUNCTION OF M-52 AND LANSING ROAD, GO
 CH0692'WESTERLY ON LANSING ROAD FOR 3.2 MI (5.1 KM) TO THE STATION ON THE
 CH0692'LEFT.
 CH0692'
 CH0692'THE STATION IS LOCATED 63 FT (19.2 M) SOUTH OF THE CENTER LINE OF
 CH0692'EASTBOUND LANSING ROAD, 20 FT (6.1 M) SOUTH OF A GRAVEL DRIVEWAY TO
 CH0692'ADDRESS --6169 LANSING ROAD--, AND 1.0 FT (0.3 M) NORTH OF A METAL
 CH0692'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1336 ***********************************************************************
 NF1336  DESIGNATION -  76012
 NF1336  PID         -  NF1336
 NF1336  STATE/COUNTY-  MI/SHIAWASSEE
 NF1336  COUNTRY     -  US
 NF1336  USGS QUAD   -  SHAFTSBURG (2017)
 NF1336
 NF1336                         *CURRENT SURVEY CONTROL
 NF1336  ______________________________________________________________________
 NF1336* NAD 83(1994) POSITION- 42 49 14.80492(N) 084 16 05.04602(W)   ADJUSTED
 NF1336* NAVD 88 ORTHO HEIGHT -   264.963 (meters)      869.30  (feet) ADJUSTED
 NF1336  ______________________________________________________________________
 NF1336  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 NF1336  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 NF1336  DYNAMIC HEIGHT  -        264.897 (meters)      869.08  (feet) COMP
 NF1336  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 NF1336
 NF1336  HORZ ORDER      -  SECOND
 NF1336  VERT ORDER      -  FIRST     CLASS II
 NF1336
 NF1336.The horizontal coordinates were established by classical geodetic methods
 NF1336.and adjusted by the National Geodetic Survey in February 1997.
 NF1336
 NF1336.The orthometric height was determined by differential leveling and
 NF1336.adjusted by the NATIONAL GEODETIC SURVEY
 NF1336.in October 2009.
 NF1336
 NF1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1336.GEOID18 height accuracy estimate available here.
 NF1336
 NF1336.Click photographs - Photos may exist for this station.
 NF1336
 NF1336.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1336
 NF1336.The dynamic height is computed by dividing the NAVD 88
 NF1336.geopotential number by the normal gravity value computed on the
 NF1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1336.degrees latitude (g = 980.6199 gals.).
 NF1336
 NF1336.The modeled gravity was interpolated from observed gravity values.
 NF1336
 NF1336. The following values were computed from the NAD 83(1994) position.
 NF1336
 NF1336;                    North         East     Units Scale Factor Converg.
 NF1336;SPC MI S     -   146,713.301 4,008,062.383   MT  0.99990750   +0 04 01.6
 NF1336;SPC MI S     -   481,342.85 13,149,810.97   iFT  0.99990750   +0 04 01.6
 NF1336;UTM  16      - 4,744,533.317   723,327.906   MT  1.00021364   +1 51 27.6
 NF1336
 NF1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1336!SPC MI S     -   0.99996365  x   0.99990750  =   0.99987116
 NF1336!UTM  16      -   0.99996365  x   1.00021364  =   1.00017728
 NF1336
 NF1336:                Primary Azimuth Mark                     Grid Az
 NF1336:SPC MI S     -  76011                                    230 32 31.1
 NF1336:UTM  16      -  76011                                    228 45 05.1
 NF1336
 NF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2332744533(NAD 83)
 NF1336
 NF1336|---------------------------------------------------------------------|
 NF1336| PID    Reference Object                     Distance      Geod. Az  |
 NF1336|                                                           dddmmss.s |
 NF1336| CH0694 76012 RM 1                            9.426 METERS 04120     |
 NF1336| CH0695 76012 RM 2                            7.950 METERS 22255     |
 NF1336| NF1335 76011                               APPROX. 0.8 KM 2303632.7 |
 NF1336|---------------------------------------------------------------------|
 NF1336
 NF1336                          SUPERSEDED SURVEY CONTROL
 NF1336
 NF1336  NAD 83(1986)-  42 49 14.80431(N)    084 16 05.06619(W) AD(       ) 2
 NF1336  NAD 27      -  42 49 14.68356(N)    084 16 05.17625(W) AD(       ) 2
 NF1336  NGVD 29 (07/19/86)  265.1    (m)          870.     (f) VERT ANG       
 NF1336
 NF1336.Superseded values are not recommended for survey control.
 NF1336
 NF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1336.See file dsdata.pdf to determine how the superseded data were derived.
 NF1336
 NF1336_MARKER: DD = SURVEY DISK
 NF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1336_STAMPING: 76012
 NF1336_MARK LOGO: NGS
 NF1336_PROJECTION: FLUSH
 NF1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1336+STABILITY: SURFACE MOTION
 NF1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1336+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 NF1336
 NF1336  HISTORY     - Date     Condition        Report By
 NF1336  HISTORY     - 1976     MONUMENTED       MIDH
 NF1336  HISTORY     - 19950831 GOOD             USPSQD
 NF1336  HISTORY     - 20080408 GOOD             COLEM
 NF1336
 NF1336                          STATION DESCRIPTION
 NF1336
 NF1336'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1336'THE STATION IS ABOUT 2-1/2 MILES WEST SOUTHWEST OF PERRY, 2 MILES
 NF1336'NORTHEAST OF SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY
 NF1336'TOWNSHIP, T5N, R2E, NW 1/4 SECTION 19 ON STATE RIGHT OF WAY.
 NF1336'
 NF1336'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69, GO
 NF1336'WESTERLY ON TEMP-I-69 2.8 MILES TO THE STATION ON THE LEFT IN THE
 NF1336'SOUTHWEST QUADRANT OF TEMP-I-69 AND BEARDSLEE ROAD AS DESCRIBED.
 NF1336'
 NF1336'TO REACH STATION 76011 MIDH FOR AZIMUTH MARK, GO WESTERLY ON
 NF1336'TEMP-I-69 0.5 MILES TO THE STATION ON THE SOUTH SIDE OF EAST BOUND
 NF1336'TEMP-I-69.
 NF1336'
 NF1336'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1336'CONTROL MARK, 76012, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1336'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1336'IT IS 54 FEET SOUTHEAST OF CENTER LINE EAST BOUND TEMP-I-69, 53
 NF1336'FEET NORTHWEST OF CENTER LINE BEARDSLEE ROAD, 4.5 FEET NORTHWEST
 NF1336'OF WITNESS POST, AND 14.5 FEET WEST SOUTHWEST OF TELEPHONE
 NF1336'POLE.
 NF1336'
 NF1336'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1336'76012.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1336'BELOW GROUND SURFACE.
 NF1336'
 NF1336'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1336'MARK 1, HCM, 76012 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1336'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 18.8
 NF1336'FEET NORTHEAST OF TELEPHONE POLE.  WITNESSES CONTINUED BELOW RM 2.
 NF1336'
 NF1336'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1336'MARK 2, HCM, 76012 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1336'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 52.5
 NF1336'FEET SOUTHEAST OF CENTER LINE EAST BOUND TEMP-I-69, 71 FEET
 NF1336'NORTHWEST OF CENTER LINE BEARDSLEE ROAD, AND 39.4 FEET WEST
 NF1336'NORTHWEST OF TELEPHONE POLE.
 NF1336'
 NF1336'REFERENCE MARK 1 WITNESSES 55 FEET SOUTHEAST OF CENTER LINE EAST
 NF1336'BOUND TEMP-I-69, AND 32 FEET NORTHWEST OF CENTER LINE BEARDSLEE ROAD.
 NF1336'
 NF1336'NEAREST TOWN--PERRY.
 NF1336'
 NF1336'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1336
 NF1336                          STATION RECOVERY (1995)
 NF1336
 NF1336'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1336'RECOVERED IN GOOD CONDITION.
 NF1336
 NF1336                          STATION RECOVERY (2008)
 NF1336
 NF1336'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF1336'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 NF1336'REFERENCED 'TEMP I-69' IS NOW 'LANSING ROAD'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1334 ***********************************************************************
 NF1334  DESIGNATION -  76013
 NF1334  PID         -  NF1334
 NF1334  STATE/COUNTY-  MI/SHIAWASSEE
 NF1334  COUNTRY     -  US
 NF1334  USGS QUAD   -  SHAFTSBURG (2017)
 NF1334
 NF1334                         *CURRENT SURVEY CONTROL
 NF1334  ______________________________________________________________________
 NF1334* NAD 83(1994) POSITION- 42 49 30.64194(N) 084 15 48.37148(W)   ADJUSTED
 NF1334* NAVD 88 ORTHO HEIGHT -   268.0   (meters)      879.    (feet) VERTCON3
 NF1334  ______________________________________________________________________
 NF1334  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 NF1334  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 NF1334  HORZ ORDER      -  SECOND
 NF1334
 NF1334.The horizontal coordinates were established by classical geodetic methods
 NF1334.and adjusted by the National Geodetic Survey in February 1997.
 NF1334
 NF1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1334
 NF1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1334.GEOID18 height accuracy estimate available here.
 NF1334
 NF1334.Click photographs - Photos may exist for this station.
 NF1334
 NF1334.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1334
 NF1334. The following values were computed from the NAD 83(1994) position.
 NF1334
 NF1334;                    North         East     Units Scale Factor Converg.
 NF1334;SPC MI S     -   147,202.410 4,008,440.527   MT  0.99990742   +0 04 12.9
 NF1334;SPC MI S     -   482,947.54 13,151,051.60   iFT  0.99990742   +0 04 12.9
 NF1334;UTM  16      - 4,745,034.158   723,690.694   MT  1.00021563   +1 51 39.5
 NF1334
 NF1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1334!SPC MI S     -   0.99996318  x   0.99990742  =   0.99987060
 NF1334!UTM  16      -   0.99996318  x   1.00021563  =   1.00017880
 NF1334
 NF1334:                Primary Azimuth Mark                     Grid Az
 NF1334:SPC MI S     -  76014                                    064 43 55.0
 NF1334:UTM  16      -  76014                                    062 56 28.4
 NF1334
 NF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2369045034(NAD 83)
 NF1334
 NF1334|---------------------------------------------------------------------|
 NF1334| PID    Reference Object                     Distance      Geod. Az  |
 NF1334|                                                           dddmmss.s |
 NF1334| CH0696 76013 RM 1                            8.880 METERS 05152     |
 NF1334| NF1337 76014                               APPROX. 0.8 KM 0644807.9 |
 NF1334| CH0697 76013 RM 2                            8.871 METERS 23210     |
 NF1334|---------------------------------------------------------------------|
 NF1334
 NF1334                          SUPERSEDED SURVEY CONTROL
 NF1334
 NF1334  NAD 83(1986)-  42 49 30.64130(N)    084 15 48.39167(W) AD(       ) 2
 NF1334  NAD 27      -  42 49 30.52079(N)    084 15 48.50224(W) AD(       ) 2
 NF1334  NGVD 29 (07/19/86)  268.1    (m)          880.     (f) VERT ANG       
 NF1334
 NF1334.Superseded values are not recommended for survey control.
 NF1334
 NF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1334.See file dsdata.pdf to determine how the superseded data were derived.
 NF1334
 NF1334_MARKER: DD = SURVEY DISK
 NF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1334
 NF1334  HISTORY     - Date     Condition        Report By
 NF1334  HISTORY     - 1976     MONUMENTED       MIDH
 NF1334  HISTORY     - 1986     GOOD             USPSQD
 NF1334  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 NF1334
 NF1334                          STATION DESCRIPTION
 NF1334
 NF1334'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1334'THE STATION IS ABOUT 2-1/2 MILES WEST OF PERRY, 2 MILES NORTHEAST OF
 NF1334'SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY TOWNSHIP, T5N,
 NF1334'R2E, SE 1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1334'
 NF1334'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69, GO
 NF1334'WESTERLY ON TEMP-I-69 2.4 MILES TO THE STATION ON THE RIGHT AS
 NF1334'DESCRIBED.
 NF1334'
 NF1334'TO REACH STATION 76014 MIDH FOR AZIMUTH MARK, GO EASTERLY ON
 NF1334'TEMP-I-69 0.5 MILES TO THE STATION ON THE NORTH SIDE OF WEST BOUND
 NF1334'TEMP-I-69.
 NF1334'
 NF1334'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1334'CONTROL MARK, 76013, MDSH ANDT, 1976.  SET IN THE TOP OF A 12 INCH
 NF1334'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1334'IT IS 66.5 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 79 FEET
 NF1334'SOUTHEAST OF SOUTH END SIGNBOARD, AND 3.5 FEET SOUTH OF WITNESS
 NF1334'POST.
 NF1334'
 NF1334'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1334'76013.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1334'BELOW GROUND SURFACE.
 NF1334'
 NF1334'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1334'MARK 1, HCM, 76013 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1334'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 100
 NF1334'FEET SOUTHEAST OF SOUTH END SIGNBOARD, AND 66 FEET NORTH OF
 NF1334'CENTERLINE WEST BOUND TEMP-I-69.
 NF1334'
 NF1334'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1334'MARK 2, HCM, 76013 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1334'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 79 FEET
 NF1334'SOUTH SOUTHEAST OF SOUTH END OF SIGNBOARD, AND 67 FEET NORTH OF
 NF1334'CENTER LINE WEST BOUND TEMP-I-69.
 NF1334'
 NF1334'NEAREST TOWN--PERRY.
 NF1334'
 NF1334'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1334
 NF1334                          STATION RECOVERY (1986)
 NF1334
 NF1334'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1334'RECOVERED IN GOOD CONDITION.
 NF1334
 NF1334                          STATION RECOVERY (1995)
 NF1334
 NF1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1337 ***********************************************************************
 NF1337  DESIGNATION -  76014
 NF1337  PID         -  NF1337
 NF1337  STATE/COUNTY-  MI/SHIAWASSEE
 NF1337  COUNTRY     -  US
 NF1337  USGS QUAD   -  SHAFTSBURG (2017)
 NF1337
 NF1337                         *CURRENT SURVEY CONTROL
 NF1337  ______________________________________________________________________
 NF1337* NAD 83(1994) POSITION- 42 49 42.33177(N) 084 15 14.61356(W)   ADJUSTED
 NF1337* NAVD 88 ORTHO HEIGHT -   264.5   (meters)      868.    (feet) VERTCON3
 NF1337  ______________________________________________________________________
 NF1337  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 NF1337  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 NF1337  HORZ ORDER      -  SECOND
 NF1337
 NF1337.The horizontal coordinates were established by classical geodetic methods
 NF1337.and adjusted by the National Geodetic Survey in February 1997.
 NF1337
 NF1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1337
 NF1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1337.GEOID18 height accuracy estimate available here.
 NF1337
 NF1337.Click photographs - Photos may exist for this station.
 NF1337
 NF1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1337
 NF1337. The following values were computed from the NAD 83(1994) position.
 NF1337
 NF1337;                    North         East     Units Scale Factor Converg.
 NF1337;SPC MI S     -   147,564.086 4,009,206.763   MT  0.99990736   +0 04 35.9
 NF1337;SPC MI S     -   484,134.14 13,153,565.50   iFT  0.99990736   +0 04 35.9
 NF1337;UTM  16      - 4,745,419.721   724,445.487   MT  1.00021979   +1 52 02.9
 NF1337
 NF1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1337!SPC MI S     -   0.99996373  x   0.99990736  =   0.99987109
 NF1337!UTM  16      -   0.99996373  x   1.00021979  =   1.00018351
 NF1337
 NF1337:                Primary Azimuth Mark                     Grid Az
 NF1337:SPC MI S     -  HCM 76015                                074 11 37.0
 NF1337:UTM  16      -  HCM 76015                                072 24 10.0
 NF1337
 NF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2444545419(NAD 83)
 NF1337
 NF1337|---------------------------------------------------------------------|
 NF1337| PID    Reference Object                     Distance      Geod. Az  |
 NF1337|                                                           dddmmss.s |
 NF1337| CH0698 76014 RM 1                            8.111 METERS 07245     |
 NF1337| NF1260 HCM 76015                           APPROX. 2.2 KM 0741612.9 |
 NF1337| CH0699 76014 RM 2                            8.264 METERS 25156     |
 NF1337|---------------------------------------------------------------------|
 NF1337
 NF1337                          SUPERSEDED SURVEY CONTROL
 NF1337
 NF1337  NAD 83(1986)-  42 49 42.33111(N)    084 15 14.63379(W) AD(       ) 2
 NF1337  NAD 27      -  42 49 42.21080(N)    084 15 14.74537(W) AD(       ) 2
 NF1337  NGVD 29 (07/19/86)  264.6    (m)          868.     (f) VERT ANG       
 NF1337
 NF1337.Superseded values are not recommended for survey control.
 NF1337
 NF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1337.See file dsdata.pdf to determine how the superseded data were derived.
 NF1337
 NF1337_MARKER: DD = SURVEY DISK
 NF1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1337
 NF1337  HISTORY     - Date     Condition        Report By
 NF1337  HISTORY     - 1976     MONUMENTED       MIDH
 NF1337  HISTORY     - 1986     GOOD             USPSQD
 NF1337
 NF1337                          STATION DESCRIPTION
 NF1337
 NF1337'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1337'THE STATION IS ABOUT 1-1/2 MILES WEST NORTHWEST OF PERRY, 3 MILES
 NF1337'NORTHEAST OF SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY
 NF1337'TOWNSHIP, T5N, R2E, NW 1/4 SECTION 17 ON STATE RIGHT OF WAY.
 NF1337'
 NF1337'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69,
 NF1337'NORTH OF PERRY, GO WESTERLY ON TEMP-I-69 1.85 MILES TO THE STATION
 NF1337'ON THE RIGHT AS DESCRIBED.
 NF1337'
 NF1337'TO REACH STATION 76015 FOR AZIMUTH MARK, GO EASTERLY ON TEMP-I-69
 NF1337'1.4 MILES TO THE STATION ON THE SOUTH SIDE OF EAST BOUND
 NF1337'TEMP-I-69.
 NF1337'
 NF1337'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1337'CONTROL MARK, 76014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1337'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1337'IT IS 38.7 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 24.5
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE, AND 4.5 FEET NORTH OF WITNESS
 NF1337'POST.
 NF1337'
 NF1337'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1337'76014.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1337'BELOW GROUND SURFACE.
 NF1337'
 NF1337'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1337'MARK 1, HCM, 76014 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1337'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1337'IT IS 38 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 24
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE.
 NF1337'
 NF1337'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1337'MARK 2, HCM, 76014 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1337'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1337'IS 38.2 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 24
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE.
 NF1337'
 NF1337'NEAREST TOWN--PERRY.
 NF1337'
 NF1337'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NF1337
 NF1337                          STATION RECOVERY (1986)
 NF1337
 NF1337'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1264 ***********************************************************************
 NF1264  DESIGNATION -  76016
 NF1264  PID         -  NF1264
 NF1264  STATE/COUNTY-  MI/SHIAWASSEE
 NF1264  COUNTRY     -  US
 NF1264  USGS QUAD   -  PERRY (2017)
 NF1264
 NF1264                         *CURRENT SURVEY CONTROL
 NF1264  ______________________________________________________________________
 NF1264* NAD 83(1994) POSITION- 42 50 26.12792(N) 084 12 03.29480(W)   ADJUSTED
 NF1264* NAVD 88 ORTHO HEIGHT -   268.6   (meters)      881.    (feet) VERTCON3
 NF1264  ______________________________________________________________________
 NF1264  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 NF1264  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 NF1264  HORZ ORDER      -  SECOND
 NF1264
 NF1264.The horizontal coordinates were established by classical geodetic methods
 NF1264.and adjusted by the National Geodetic Survey in February 1997.
 NF1264
 NF1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1264
 NF1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1264.GEOID18 height accuracy estimate available here.
 NF1264
 NF1264.Click photographs - Photos may exist for this station.
 NF1264
 NF1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1264
 NF1264. The following values were computed from the NAD 83(1994) position.
 NF1264
 NF1264;                    North         East     Units Scale Factor Converg.
 NF1264;SPC MI S     -   148,922.611 4,013,549.153   MT  0.99990718   +0 06 46.1
 NF1264;SPC MI S     -   488,591.24 13,167,812.18   iFT  0.99990718   +0 06 46.1
 NF1264;UTM  16      - 4,746,913.789   728,744.690   MT  1.00024376   +1 54 14.7
 NF1264
 NF1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1264!SPC MI S     -   0.99996308  x   0.99990718  =   0.99987027
 NF1264!UTM  16      -   0.99996308  x   1.00024376  =   1.00020684
 NF1264
 NF1264:                Primary Azimuth Mark                     Grid Az
 NF1264:SPC MI S     -  HCM 76015                                251 07 28.6
 NF1264:UTM  16      -  HCM 76015                                249 20 00.0
 NF1264
 NF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2874446913(NAD 83)
 NF1264
 NF1264|---------------------------------------------------------------------|
 NF1264| PID    Reference Object                     Distance      Geod. Az  |
 NF1264|                                                           dddmmss.s |
 NF1264| CH0702 76016 RM 1                           14.106 METERS 05355     |
 NF1264| CH0703 76016 RM 2                            7.748 METERS 23522     |
 NF1264| NF1260 HCM 76015                           APPROX. 2.3 KM 2511414.7 |
 NF1264|---------------------------------------------------------------------|
 NF1264
 NF1264                          SUPERSEDED SURVEY CONTROL
 NF1264
 NF1264  NAD 83(1986)-  42 50 26.12717(N)    084 12 03.31511(W) AD(       ) 2
 NF1264  NAD 27      -  42 50 26.00761(N)    084 12 03.43285(W) AD(       ) 2
 NF1264  NGVD 29 (07/19/86)  268.7    (m)          882.     (f) VERT ANG       
 NF1264
 NF1264.Superseded values are not recommended for survey control.
 NF1264
 NF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1264.See file dsdata.pdf to determine how the superseded data were derived.
 NF1264
 NF1264_MARKER: DD = SURVEY DISK
 NF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1264
 NF1264  HISTORY     - Date     Condition        Report By
 NF1264  HISTORY     - 1976     MONUMENTED       MIDH
 NF1264  HISTORY     - 1986     GOOD             USPSQD
 NF1264  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 NF1264
 NF1264                          STATION DESCRIPTION
 NF1264
 NF1264'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1264'THE STATION IS APPROXIMATELY 1-1/2 MI NORTHEAST OF PERRY AND 1 MILE
 NF1264'NORTHWEST OF THE VILLAGE OF MORRICE (BOTH STRAIGHT LINE MEAS.).  IT
 NF1264'IS NEAR THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION
 NF1264'11.  T 5 N, R 2 E, BEING PERRY TWP.
 NF1264'
 NF1264'TO REACH THE STATION FROM THE INTERSECTION OF TEMP. I-69 AND M-52
 NF1264'NORTH OF PERRY, GO EAST ON TEMP. I-69 1.05 MILES TO THE STATION ON
 NF1264'THE RIGHT, LOCATED IN THE NORTHEAST QUADRANT OF EASTBOUND TEMP.
 NF1264'I-69 AND EASTBOUND LANSING RD. AS DESCRIBED.
 NF1264'
 NF1264'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1264'AND STATION 76015 AND STATION 76006 MIDH COULD BE SIGHTED.
 NF1264'
 NF1264'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1264'CONTROL MARK, 76016, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1264'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1264'21.0 FEET NORTH OF THE CENTERLINE OF LANSING ROAD, 31.0 FEET SOUTH
 NF1264'OF THE CENTERLINE OF EASTBOUND TEMP. I-69, AND 4.0 FEET NORTH OF
 NF1264'A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1264'DISK STAMPED HCM, FA, ROW, 76016 SET IN THE TOP OF AN IRREGULAR
 NF1264'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1264'
 NF1264'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1264'MARK 1, HCM, 76016, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1264'CONCRETE MONUMENT THAT PROJECTS 1 INCHES ABOVE THE GROUND.  IT IS
 NF1264'32 FEET NORTH OF THE CENTERLINE OF LANSING ROAD, AND 28 FEET SOUTH
 NF1264'OF THE CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1264'
 NF1264'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1264'MARK 2, HCM, 76016, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1264'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 16 FEET
 NF1264'NORTH OF THE CENTERLINE OF LANSING ROAD, AND 32 FEET SOUTH OF THE
 NF1264'CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1264'
 NF1264'NEAREST TOWN--PERRY.
 NF1264'
 NF1264'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1264
 NF1264                          STATION RECOVERY (1986)
 NF1264
 NF1264'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1264'RECOVERED IN GOOD CONDITION.
 NF1264
 NF1264                          STATION RECOVERY (1995)
 NF1264
 NF1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0201 ***********************************************************************
 OK0201  DESIGNATION -  761.7
 OK0201  PID         -  OK0201
 OK0201  STATE/COUNTY-  MI/MIDLAND
 OK0201  COUNTRY     -  US
 OK0201  USGS QUAD   -  COLEMAN (2017)
 OK0201
 OK0201                         *CURRENT SURVEY CONTROL
 OK0201  ______________________________________________________________________
 OK0201* NAD 83(1986) POSITION- 43 45 24.     (N) 084 35 17.     (W)   SCALED
 OK0201* NAVD 88 ORTHO HEIGHT -   231.813 (meters)      760.54  (feet) ADJUSTED
 OK0201  ______________________________________________________________________
 OK0201  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 OK0201  DYNAMIC HEIGHT  -        231.768 (meters)      760.39  (feet) COMP
 OK0201  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 OK0201
 OK0201  VERT ORDER      -  SECOND    CLASS 0
 OK0201
 OK0201.The horizontal coordinates were scaled from a map and have
 OK0201.an estimated accuracy of +/- 6 seconds.
 OK0201
 OK0201.The orthometric height was determined by differential leveling and
 OK0201.adjusted by the NATIONAL GEODETIC SURVEY
 OK0201.in June 1991.
 OK0201
 OK0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0201.GEOID18 height accuracy estimate available here.
 OK0201
 OK0201.Click photographs - Photos may exist for this station.
 OK0201
 OK0201.The dynamic height is computed by dividing the NAVD 88
 OK0201.geopotential number by the normal gravity value computed on the
 OK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0201.degrees latitude (g = 980.6199 gals.).
 OK0201
 OK0201.The modeled gravity was interpolated from observed gravity values.
 OK0201
 OK0201;                    North         East    Units  Estimated Accuracy
 OK0201;SPC MI S     -   250,700.    3,982,170.      MT  (+/- 180 meters Scaled)
 OK0201
 OK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP941476(NAD 83)
 OK0201
 OK0201                          SUPERSEDED SURVEY CONTROL
 OK0201
 OK0201  NGVD 29 (??/??/92)  231.968  (m)          761.05   (f) ADJ UNCH    2 0
 OK0201
 OK0201.Superseded values are not recommended for survey control.
 OK0201
 OK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0201.See file dsdata.pdf to determine how the superseded data were derived.
 OK0201
 OK0201_MARKER: Q = CHISELED SQUARE
 OK0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0201_SP_SET: DOORSILE
 OK0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0201+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0201
 OK0201  HISTORY     - Date     Condition        Report By
 OK0201  HISTORY     - UNK      MONUMENTED       USGS
 OK0201  HISTORY     - 1934     GOOD             CGS
 OK0201  HISTORY     - 20010604 GOOD             USPSQD
 OK0201  HISTORY     - 20060615 MARK NOT FOUND   ADVGEO
 OK0201
 OK0201                          STATION DESCRIPTION
 OK0201
 OK0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0201'AT COLEMAN.
 OK0201'AT COLEMAN, ON THE CHESAPEAKE AND OHIO RY., 115 YARDS NORTHWEST
 OK0201'OF THE STATION, AT THE NORTH CORNER OF THE INTERSECTION OF
 OK0201'RAILROAD AND FOURTH STREETS, AT THE CORNER ENTRANCE TO THE STATE
 OK0201'BANK, ON THE TOP OF THE EAST END OF THE DOORSILL, AND 40 FEET
 OK0201'NORTH OF THE CENTERLINE OF RAILROAD STREET.  A CHISELED SQUARE.
 OK0201
 OK0201                          STATION RECOVERY (2001)
 OK0201
 OK0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0201'RECOVERED IN GOOD CONDITION.
 OK0201
 OK0201                          STATION RECOVERY (2006)
 OK0201
 OK0201'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 OK0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1349 ***********************************************************************
 RL1349  DESIGNATION -  762.2
 RL1349  PID         -  RL1349
 RL1349  STATE/COUNTY-  MI/ONTONAGON
 RL1349  COUNTRY     -  US
 RL1349  USGS QUAD   -  WHITE PINE (2017)
 RL1349
 RL1349                         *CURRENT SURVEY CONTROL
 RL1349  ______________________________________________________________________
 RL1349* NAD 83(1986) POSITION- 46 47 52.     (N) 089 37 22.     (W)   SCALED
 RL1349* NAVD 88 ORTHO HEIGHT -   232.374 (meters)      762.38  (feet) ADJUSTED
 RL1349  ______________________________________________________________________
 RL1349  GEOID HEIGHT    -        -30.895 (meters)                     GEOID18
 RL1349  DYNAMIC HEIGHT  -        232.409 (meters)      762.50  (feet) COMP
 RL1349  MODELED GRAVITY -    980,759.6   (mgal)                       NAVD 88
 RL1349
 RL1349  VERT ORDER      -  SECOND    CLASS 0
 RL1349
 RL1349.The horizontal coordinates were scaled from a map and have
 RL1349.an estimated accuracy of +/- 6 seconds.
 RL1349
 RL1349.The orthometric height was determined by differential leveling and
 RL1349.adjusted by the NATIONAL GEODETIC SURVEY
 RL1349.in June 1991.
 RL1349
 RL1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1349.GEOID18 height accuracy estimate available here.
 RL1349
 RL1349.Click photographs - Photos may exist for this station.
 RL1349
 RL1349.The dynamic height is computed by dividing the NAVD 88
 RL1349.geopotential number by the normal gravity value computed on the
 RL1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1349.degrees latitude (g = 980.6199 gals.).
 RL1349
 RL1349.The modeled gravity was interpolated from observed gravity values.
 RL1349
 RL1349;                    North         East    Units  Estimated Accuracy
 RL1349;SPC MI N     -   227,210.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1349
 RL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998860(NAD 83)
 RL1349
 RL1349                          SUPERSEDED SURVEY CONTROL
 RL1349
 RL1349  NGVD 29 (??/??/92)  232.405  (m)          762.48   (f) ADJ UNCH    2 0
 RL1349
 RL1349.Superseded values are not recommended for survey control.
 RL1349
 RL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1349.See file dsdata.pdf to determine how the superseded data were derived.
 RL1349
 RL1349_MARKER: Q = CHISELED SQUARE
 RL1349_SETTING: 66 = SET IN ROCK OUTCROP
 RL1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1349+STABILITY: POSITION/ELEVATION WELL
 RL1349
 RL1349  HISTORY     - Date     Condition        Report By
 RL1349  HISTORY     - UNK      MONUMENTED       USGS
 RL1349  HISTORY     - 1948     GOOD             CGS
 RL1349  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1349  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1349
 RL1349                          STATION DESCRIPTION
 RL1349
 RL1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1349'4 MI SW FROM SILVER CITY.
 RL1349'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS INTERSECTION
 RL1349'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 1.45 MILES SOUTH ALONG
 RL1349'THE NONESUCH MINE ROAD, 9 FEET EAST OF THE EAST CORNER OF THE
 RL1349'STEEL TRUSS BRIDGE OVER UNION RIVER, 13 FEET SOUTHEAST OF THE CENTER
 RL1349'LINE OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  AN
 RL1349'OUTLINED SQUARE IN AN OUTCROPPING OF ROCK.
 RL1349
 RL1349                          STATION RECOVERY (1988)
 RL1349
 RL1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1349'MARK NOT FOUND.
 RL1349
 RL1349                          STATION RECOVERY (2004)
 RL1349
 RL1349'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1383 ***********************************************************************
 RL1383  DESIGNATION -  763.2
 RL1383  PID         -  RL1383
 RL1383  STATE/COUNTY-  MI/ONTONAGON
 RL1383  COUNTRY     -  US
 RL1383  USGS QUAD   -  WHITE PINE (2017)
 RL1383
 RL1383                         *CURRENT SURVEY CONTROL
 RL1383  ______________________________________________________________________
 RL1383* NAD 83(1986) POSITION- 46 47 26.     (N) 089 34 18.     (W)   SCALED
 RL1383* NAVD 88 ORTHO HEIGHT -   232.667 (meters)      763.34  (feet) ADJUSTED
 RL1383  ______________________________________________________________________
 RL1383  GEOID HEIGHT    -        -30.950 (meters)                     GEOID18
 RL1383  DYNAMIC HEIGHT  -        232.703 (meters)      763.46  (feet) COMP
 RL1383  MODELED GRAVITY -    980,758.9   (mgal)                       NAVD 88
 RL1383
 RL1383  VERT ORDER      -  SECOND    CLASS 0
 RL1383
 RL1383.The horizontal coordinates were scaled from a map and have
 RL1383.an estimated accuracy of +/- 6 seconds.
 RL1383
 RL1383.The orthometric height was determined by differential leveling and
 RL1383.adjusted by the NATIONAL GEODETIC SURVEY
 RL1383.in June 1991.
 RL1383
 RL1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1383.GEOID18 height accuracy estimate available here.
 RL1383
 RL1383.Click photographs - Photos may exist for this station.
 RL1383
 RL1383.The dynamic height is computed by dividing the NAVD 88
 RL1383.geopotential number by the normal gravity value computed on the
 RL1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1383.degrees latitude (g = 980.6199 gals.).
 RL1383
 RL1383.The modeled gravity was interpolated from observed gravity values.
 RL1383
 RL1383;                    North         East    Units  Estimated Accuracy
 RL1383;SPC MI N     -   226,280.    7,803,690.      MT  (+/- 180 meters Scaled)
 RL1383
 RL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS037851(NAD 83)
 RL1383
 RL1383                          SUPERSEDED SURVEY CONTROL
 RL1383
 RL1383  NGVD 29 (??/??/92)  232.699  (m)          763.45   (f) ADJ UNCH    2 0
 RL1383
 RL1383.Superseded values are not recommended for survey control.
 RL1383
 RL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1383.See file dsdata.pdf to determine how the superseded data were derived.
 RL1383
 RL1383_MARKER: Z = SEE DESCRIPTION
 RL1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1383_SP_SET: CULVERT
 RL1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1383
 RL1383  HISTORY     - Date     Condition        Report By
 RL1383  HISTORY     - UNK      MONUMENTED       USGS
 RL1383  HISTORY     - 1948     GOOD             CGS
 RL1383  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1383  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1383  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1383  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1383
 RL1383                          STATION DESCRIPTION
 RL1383
 RL1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1383'2.8 MI S FROM SILVER CITY.
 RL1383'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1383'WITH STATE HIGHWAY 107 AT SILVER CITY, ABOUT 2.8 MILES NORTH
 RL1383'OF THE SCHOOL AT WHITE PINE, AT AN S CURVE IN THE HIGHWAY,
 RL1383'AT A DIM LANE LEADING NORTHWEST, 20 FEET WEST OF THE CENTER
 RL1383'LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE DIM LANE LEADING
 RL1383'NORTHWEST AND PAINTED ON THE WEST END OF A 15-INCH CORRUGATED
 RL1383'PIPE CULVERT UNDER HIGHWAY.
 RL1383
 RL1383                          STATION RECOVERY (1987)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1383'MARK NOT FOUND.
 RL1383
 RL1383                          STATION RECOVERY (1995)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1383'MARK NOT FOUND.
 RL1383
 RL1383                          STATION RECOVERY (2000)
 RL1383
 RL1383'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1383'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. STATE HIGHWAY
 RL1383'PLANS DATED 1953 CALL FOR THE REMOVAL OF THE CULVERT WHEN HIGHWAY 64
 RL1383'WAS RELOCATD TO THE EAST ABOUT 100 FT.  ASSUMED DESTROYED.
 RL1383
 RL1383                          STATION RECOVERY (2004)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0528 ***********************************************************************
 NF0528  DESIGNATION -  764
 NF0528  PID         -  NF0528
 NF0528  STATE/COUNTY-  MI/KALAMAZOO
 NF0528  COUNTRY     -  US
 NF0528  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0528
 NF0528                         *CURRENT SURVEY CONTROL
 NF0528  ______________________________________________________________________
 NF0528* NAD 83(1986) POSITION- 42 22 34.     (N) 085 34 51.     (W)   SCALED
 NF0528* NAVD 88 ORTHO HEIGHT -   232.617 (meters)      763.18  (feet) ADJUSTED
 NF0528  ______________________________________________________________________
 NF0528  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 NF0528  DYNAMIC HEIGHT  -        232.547 (meters)      762.95  (feet) COMP
 NF0528  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 NF0528
 NF0528  VERT ORDER      -  SECOND    CLASS 0
 NF0528
 NF0528.The horizontal coordinates were scaled from a map and have
 NF0528.an estimated accuracy of +/- 6 seconds.
 NF0528
 NF0528.The orthometric height was determined by differential leveling and
 NF0528.adjusted by the NATIONAL GEODETIC SURVEY
 NF0528.in June 1991.
 NF0528
 NF0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0528.GEOID18 height accuracy estimate available here.
 NF0528
 NF0528.Click photographs - Photos may exist for this station.
 NF0528
 NF0528.The dynamic height is computed by dividing the NAVD 88
 NF0528.geopotential number by the normal gravity value computed on the
 NF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0528.degrees latitude (g = 980.6199 gals.).
 NF0528
 NF0528.The modeled gravity was interpolated from observed gravity values.
 NF0528
 NF0528;                    North         East    Units  Estimated Accuracy
 NF0528;SPC MI S     -    98,040.    3,900,010.      MT  (+/- 180 meters Scaled)
 NF0528
 NF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM168925(NAD 83)
 NF0528
 NF0528                          SUPERSEDED SURVEY CONTROL
 NF0528
 NF0528  NGVD 29 (??/??/92)  232.749  (m)          763.61   (f) ADJ UNCH    2 0
 NF0528
 NF0528.Superseded values are not recommended for survey control.
 NF0528
 NF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0528.See file dsdata.pdf to determine how the superseded data were derived.
 NF0528
 NF0528_MARKER: P = PIPE CAP
 NF0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0528_STAMPING: MICH 764 763.627
 NF0528_MARK LOGO: USGS
 NF0528_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0528
 NF0528  HISTORY     - Date     Condition        Report By
 NF0528  HISTORY     - 1913     MONUMENTED       USGS
 NF0528  HISTORY     - 1940     POOR             CGS
 NF0528  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0528  HISTORY     - 20220113 MARK NOT FOUND   MIDT
 NF0528
 NF0528                          STATION DESCRIPTION
 NF0528
 NF0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0528'AT COOPER SIDING.
 NF0528'AT COOPER SIDING, KALAMAZOO COUNTY, ON THE PENNSYLVANIA RAILROAD,
 NF0528'120 FEET SOUTHEAST OF THE SITE OF THE 1934 STATION, AT A ROAD
 NF0528'CROSSING, 60 FEET EAST OF THE TRACK, AND 60 FEET NORTH OF THE
 NF0528'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NF0528'MICH 764 763.627 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 NF0528'PIPE.  NOTE-- THE PIPE IS VERY LOOSE IN GROUND.
 NF0528
 NF0528                          STATION RECOVERY (1997)
 NF0528
 NF0528'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0528'MARK NOT FOUND.
 NF0528
 NF0528                          STATION RECOVERY (2022)
 NF0528
 NF0528'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF0528'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0592 ***********************************************************************
 NF0592  DESIGNATION -  765
 NF0592  PID         -  NF0592
 NF0592  STATE/COUNTY-  MI/ALLEGAN
 NF0592  COUNTRY     -  US
 NF0592  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0592
 NF0592                         *CURRENT SURVEY CONTROL
 NF0592  ______________________________________________________________________
 NF0592* NAD 83(1986) POSITION- 42 29 34.     (N) 085 33 47.     (W)   SCALED
 NF0592* NAVD 88 ORTHO HEIGHT -   232.834 (meters)      763.89  (feet) ADJUSTED
 NF0592  ______________________________________________________________________
 NF0592  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 NF0592  DYNAMIC HEIGHT  -        232.764 (meters)      763.66  (feet) COMP
 NF0592  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 NF0592
 NF0592  VERT ORDER      -  SECOND    CLASS 0
 NF0592
 NF0592.The horizontal coordinates were scaled from a map and have
 NF0592.an estimated accuracy of +/- 6 seconds.
 NF0592
 NF0592.The orthometric height was determined by differential leveling and
 NF0592.adjusted by the NATIONAL GEODETIC SURVEY
 NF0592.in June 1991.
 NF0592
 NF0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0592.GEOID18 height accuracy estimate available here.
 NF0592
 NF0592.Click photographs - Photos may exist for this station.
 NF0592
 NF0592.The dynamic height is computed by dividing the NAVD 88
 NF0592.geopotential number by the normal gravity value computed on the
 NF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0592.degrees latitude (g = 980.6199 gals.).
 NF0592
 NF0592.The modeled gravity was interpolated from observed gravity values.
 NF0592
 NF0592;                    North         East    Units  Estimated Accuracy
 NF0592;SPC MI S     -   110,970.    3,901,660.      MT  (+/- 180 meters Scaled)
 NF0592
 NF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN180054(NAD 83)
 NF0592
 NF0592                          SUPERSEDED SURVEY CONTROL
 NF0592
 NF0592  NGVD 29 (??/??/92)  232.962  (m)          764.31   (f) ADJ UNCH    2 0
 NF0592
 NF0592.Superseded values are not recommended for survey control.
 NF0592
 NF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0592.See file dsdata.pdf to determine how the superseded data were derived.
 NF0592
 NF0592_MARKER: P = PIPE CAP
 NF0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0592_STAMPING: 765 MICH
 NF0592_MARK LOGO: USGS
 NF0592_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0592
 NF0592  HISTORY     - Date     Condition        Report By
 NF0592  HISTORY     - 1915     MONUMENTED       USGS
 NF0592  HISTORY     - 1948     GOOD             CGS
 NF0592  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0592  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0592
 NF0592                          STATION DESCRIPTION
 NF0592
 NF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0592'5 MI SW FROM ORANGEVILLE.
 NF0592'5.05 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD 412 FROM THE
 NF0592'SCHOOL AT ORANGEVILLE, AT THE Y JUNCTION OF A BLACK TOP ROAD
 NF0592'LEADING NORTH TO HOOPER, 25 FEET WEST OF THE CENTER LINE OF THE
 NF0592'ROAD NORTH, 30 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 NF0592'412, 5 FEET SOUTHEAST OF POWER POLE NO. 4/126, 42 FEET
 NF0592'NORTHEAST OF A 26-INCH OAK TREE, 1 FOOT SOUTHWEST OF A WHITE
 NF0592'WOODEN WITNESS POST AND PROJECTING 5 INCHES.
 NF0592
 NF0592                          STATION RECOVERY (1989)
 NF0592
 NF0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0592'MARK NOT FOUND.
 NF0592
 NF0592                          STATION RECOVERY (2005)
 NF0592
 NF0592'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0592'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4901 ***********************************************************************
 DL4901  DESIGNATION -  76601
 DL4901  PID         -  DL4901
 DL4901  STATE/COUNTY-  MI/SHIAWASSEE
 DL4901  COUNTRY     -  US
 DL4901  USGS QUAD   -  PERRY (2017)
 DL4901
 DL4901                         *CURRENT SURVEY CONTROL
 DL4901  ______________________________________________________________________
 DL4901* NAD 83(1986) POSITION- 42 50 20.1    (N) 084 12 27.6    (W)   HD_HELD2
 DL4901* NAVD 88 ORTHO HEIGHT -   270.343 (meters)      886.95  (feet) ADJUSTED
 DL4901  ______________________________________________________________________
 DL4901  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 DL4901  DYNAMIC HEIGHT  -        270.277 (meters)      886.73  (feet) COMP
 DL4901  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 DL4901
 DL4901  VERT ORDER      -  FIRST     CLASS II
 DL4901
 DL4901.The horizontal coordinates were established by autonomous hand held GPS
 DL4901.observations and have an estimated accuracy of +/- 10 meters.
 DL4901
 DL4901.The orthometric height was determined by differential leveling and
 DL4901.adjusted by the NATIONAL GEODETIC SURVEY
 DL4901.in October 2009.
 DL4901
 DL4901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4901.GEOID18 height accuracy estimate available here.
 DL4901
 DL4901.Click photographs - Photos may exist for this station.
 DL4901
 DL4901.The dynamic height is computed by dividing the NAVD 88
 DL4901.geopotential number by the normal gravity value computed on the
 DL4901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4901.degrees latitude (g = 980.6199 gals.).
 DL4901
 DL4901.The modeled gravity was interpolated from observed gravity values.
 DL4901
 DL4901;                    North         East    Units  Estimated Accuracy
 DL4901;SPC MI S     -   148,736.    4,012,998.      MT  (+/- 10 meters HH2 GPS)
 DL4901
 DL4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2819946709(NAD 83)
 DL4901
 DL4901                          SUPERSEDED SURVEY CONTROL
 DL4901
 DL4901.No superseded survey control is available for this station.
 DL4901
 DL4901_MARKER: DD = SURVEY DISK
 DL4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4901_STAMPING: 76601 2008
 DL4901_MARK LOGO: MIDT
 DL4901_PROJECTION: FLUSH
 DL4901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4901+STABILITY: SURFACE MOTION
 DL4901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4901+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2024
 DL4901
 DL4901  HISTORY     - Date     Condition        Report By
 DL4901  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4901  HISTORY     - 20240610 GOOD             MIDT
 DL4901
 DL4901                          STATION DESCRIPTION
 DL4901
 DL4901'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4901'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF
 DL4901'LAINGSBURG, 4.9 MI (7.9 KM) EAST-NORTHEAST OF SHAFTSBURG AND 1.1 MI
 DL4901'(1.8 KM) NORTHEAST OF PERRY.
 DL4901'
 DL4901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH
 DL4901'LANSING ROAD, LOCATED 0.25 MI (0.4 KM) SOUTH OF INTERSTATE HIGHWAY 69
 DL4901'EXIT 105, IN PERRY, MI, GO NORTHEAST ON LANSING ROAD FOR 0.65 MI (1.0
 DL4901'KM) TO THE STATION ON THE LEFT.
 DL4901'
 DL4901'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4901'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4901'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4901'
 DL4901'THE STATION IS 200 FT (61.0 M) WEST OF THE CENTER OF DRIVEWAY OPENING
 DL4901'--2314--, 74 FT (22.6 M) WEST OF THE EDGE OF PAVEMENT OF A DRIVEWAY
 DL4901'OPENING, 24 FT (7.3 M) NORTH OF EDGE OF PAVEMENT OF LANSING ROAD, AND
 DL4901'3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4901
 DL4901                          STATION RECOVERY (2024)
 DL4901
 DL4901'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4902 ***********************************************************************
 DL4902  DESIGNATION -  76602
 DL4902  PID         -  DL4902
 DL4902  STATE/COUNTY-  MI/SHIAWASSEE
 DL4902  COUNTRY     -  US
 DL4902  USGS QUAD   -  PERRY (2017)
 DL4902
 DL4902                         *CURRENT SURVEY CONTROL
 DL4902  ______________________________________________________________________
 DL4902* NAD 83(2011) POSITION- 42 50 44.09502(N) 084 10 41.94541(W)   ADJUSTED
 DL4902* NAD 83(2011) ELLIP HT-   232.246 (meters)        (06/27/12)   ADJUSTED
 DL4902* NAD 83(2011) EPOCH   -  2010.00
 DL4902* NAVD 88 ORTHO HEIGHT -   265.424 (meters)      870.81  (feet) ADJUSTED
 DL4902  ______________________________________________________________________
 DL4902  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 DL4902  NAD 83(2011) X  -    475,091.427 (meters)                     COMP
 DL4902  NAD 83(2011) Y  - -4,659,648.788 (meters)                     COMP
 DL4902  NAD 83(2011) Z  -  4,315,097.941 (meters)                     COMP
 DL4902  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DL4902  DYNAMIC HEIGHT  -        265.359 (meters)      870.60  (feet) COMP
 DL4902  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 DL4902
 DL4902  VERT ORDER      -  FIRST     CLASS II
 DL4902
 DL4902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4902  Standards:
 DL4902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4902  -------------------------------------------------------------------
 DL4902  NETWORK    0.26   0.41           0.12   0.08   0.21     -0.05961727
 DL4902  -------------------------------------------------------------------
 DL4902  Click here for local accuracies and other accuracy information.
 DL4902
 DL4902.The horizontal coordinates were established by GPS observations
 DL4902.and adjusted by the National Geodetic Survey in June 2012.
 DL4902
 DL4902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4902.been affixed to the stable North American tectonic plate. See 
 DL4902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4902
 DL4902.The horizontal coordinates are valid at the epoch date displayed above
 DL4902.which is a decimal equivalence of Year/Month/Day.
 DL4902
 DL4902.The orthometric height was determined by differential leveling and
 DL4902.adjusted by the NATIONAL GEODETIC SURVEY
 DL4902.in October 2009.
 DL4902
 DL4902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4902.GEOID18 height accuracy estimate available here.
 DL4902
 DL4902.Click photographs - Photos may exist for this station.
 DL4902
 DL4902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4902
 DL4902.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4902
 DL4902.The ellipsoidal height was determined by GPS observations
 DL4902.and is referenced to NAD 83.
 DL4902
 DL4902.The dynamic height is computed by dividing the NAVD 88
 DL4902.geopotential number by the normal gravity value computed on the
 DL4902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4902.degrees latitude (g = 980.6199 gals.).
 DL4902
 DL4902.The modeled gravity was interpolated from observed gravity values.
 DL4902
 DL4902. The following values were computed from the NAD 83(2011) position.
 DL4902
 DL4902;                    North         East     Units Scale Factor Converg.
 DL4902;SPC MI S     -   149,480.876 4,015,395.079   MT  0.99990711   +0 07 41.4
 DL4902;SPC MI S     -   490,422.82 13,173,868.37   iFT  0.99990711   +0 07 41.4
 DL4902;UTM  16      - 4,747,529.696   730,572.887   MT  1.00025410   +1 55 10.8
 DL4902
 DL4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4902!SPC MI S     -   0.99996358  x   0.99990711  =   0.99987069
 DL4902!UTM  16      -   0.99996358  x   1.00025410  =   1.00021767
 DL4902
 DL4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3057247529(NAD 83)
 DL4902
 DL4902                          SUPERSEDED SURVEY CONTROL
 DL4902
 DL4902  NAD 83(2007)-  42 50 44.09520(N)    084 10 41.94584(W) AD(2002.00) B
 DL4902  ELLIP H (10/23/09)  232.264  (m)                       GP(2002.00) 3 1
 DL4902
 DL4902.Superseded values are not recommended for survey control.
 DL4902
 DL4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4902.See file dsdata.pdf to determine how the superseded data were derived.
 DL4902
 DL4902_MARKER: DD = SURVEY DISK
 DL4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4902_STAMPING: 76602 2008
 DL4902_MARK LOGO: MIDT
 DL4902_PROJECTION: FLUSH
 DL4902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4902+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2020
 DL4902
 DL4902  HISTORY     - Date     Condition        Report By
 DL4902  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4902  HISTORY     - 20200602 GOOD             MIDT
 DL4902
 DL4902                          STATION DESCRIPTION
 DL4902
 DL4902'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4902'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF
 DL4902'LAINGSBURG, 6.4 MI (10.3 KM) EAST-NORTHEAST OF SHAFTSBURG AND 2.4 MI
 DL4902'(3.9 KM) EAST-NORTHEAST OF PERRY.
 DL4902'
 DL4902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH
 DL4902'LANSING ROAD, 0.25 MI (0.4 KM) SOUTH OF INTERSTATE HIGHWAY 69 EXIT
 DL4902'105, IN PERRY, MI, GO EAST-NORTHEAST ON LANSING ROAD FOR 2.1 MI (3.4
 DL4902'KM) TO MORRICE ROAD, CONTINUE EAST-NORTHEAST ON LANSING ROAD FOR 0.1
 DL4902'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4902'
 DL4902'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4902'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4902'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4902'
 DL4902'THE STATION IS 59 FT (18.0 M) EAST OF A METAL POST FOR A --STOP
 DL4902'AHEAD-- SIGN, 14 FT (4.3 M) SOUTH OF EDGE OF PAVEMENT OF LANSING ROAD,
 DL4902'1.0 FT (0.3 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4902
 DL4902                          STATION RECOVERY (2020)
 DL4902
 DL4902'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4903 ***********************************************************************
 DL4903  DESIGNATION -  76603
 DL4903  PID         -  DL4903
 DL4903  STATE/COUNTY-  MI/SHIAWASSEE
 DL4903  COUNTRY     -  US
 DL4903  USGS QUAD   -  PERRY (2017)
 DL4903
 DL4903                         *CURRENT SURVEY CONTROL
 DL4903  ______________________________________________________________________
 DL4903* NAD 83(1986) POSITION- 42 51 23.29   (N) 084 08 47.86   (W)   HD_HELD1
 DL4903* NAVD 88 ORTHO HEIGHT -   259.125 (meters)      850.15  (feet) ADJUSTED
 DL4903  ______________________________________________________________________
 DL4903  GEOID HEIGHT    -        -33.197 (meters)                     GEOID18
 DL4903  DYNAMIC HEIGHT  -        259.062 (meters)      849.94  (feet) COMP
 DL4903  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 DL4903
 DL4903  VERT ORDER      -  FIRST     CLASS II
 DL4903
 DL4903.The horizontal coordinates were determined by differentially corrected
 DL4903.hand held GPS observations or other comparable positioning techniques
 DL4903.and have an estimated accuracy of +/- 3 meters.
 DL4903
 DL4903.The orthometric height was determined by differential leveling and
 DL4903.adjusted by the NATIONAL GEODETIC SURVEY
 DL4903.in October 2009.
 DL4903
 DL4903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4903.GEOID18 height accuracy estimate available here.
 DL4903
 DL4903.Click photographs - Photos may exist for this station.
 DL4903
 DL4903.The dynamic height is computed by dividing the NAVD 88
 DL4903.geopotential number by the normal gravity value computed on the
 DL4903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4903.degrees latitude (g = 980.6199 gals.).
 DL4903
 DL4903.The modeled gravity was interpolated from observed gravity values.
 DL4903
 DL4903;                    North         East    Units  Estimated Accuracy
 DL4903;SPC MI S     -   150,696.5   4,017,982.2     MT  (+/- 3 meters HH1 GPS) 
 DL4903
 DL4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3312148826(NAD 83)
 DL4903
 DL4903                          SUPERSEDED SURVEY CONTROL
 DL4903
 DL4903.No superseded survey control is available for this station.
 DL4903
 DL4903_MARKER: DD = SURVEY DISK
 DL4903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4903_SP_SET: BOX CULVERT
 DL4903_STAMPING: 76603 2008
 DL4903_MARK LOGO: MIDT
 DL4903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4903+STABILITY: SURFACE MOTION
 DL4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4903+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4903
 DL4903  HISTORY     - Date     Condition        Report By
 DL4903  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4903
 DL4903                          STATION DESCRIPTION
 DL4903
 DL4903'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4903'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF CORUNNA, 8.3 MI
 DL4903'(13.4 KM) EAST-NORTHEAST OF SHAFTSBURG AND 4.2 MI (6.8 KM)
 DL4903'EAST-NORTHEAST OF PERRY.
 DL4903'
 DL4903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH
 DL4903'LANSING ROAD, 0.25 MI (0.4 KM) SOUTH OF INTERSTATE HIGHWAY 69 EXIT
 DL4903'105, IN PERRY, MI, GO EAST-NORTHEAST ON LANSING ROAD FOR 3.7 MI (6.0
 DL4903'KM) TO CORK ROAD, CONTINUE EAST-NORTHEAST ON LANSING ROAD FOR 0.3 MI
 DL4903'(0.5 KM) TO THE STATION ON THE LEFT.
 DL4903'
 DL4903'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4903'MODERNIZATION MARK DISK SET IN THE WEST SIDE OF THE NORTH END OF A BOX
 DL4903'CULVERT.
 DL4903'
 DL4903'THE STATION IS 22 FT (6.7 M) WEST OF THE MAILBOX FOR --990-- AND 21.5
 DL4903'FT (6.6 M) NORTH OF THE EDGE OF PAVEMENT OF LANSING ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4904 ***********************************************************************
 DL4904  DESIGNATION -  76604
 DL4904  PID         -  DL4904
 DL4904  STATE/COUNTY-  MI/SHIAWASSEE
 DL4904  COUNTRY     -  US
 DL4904  USGS QUAD   -  CORUNNA SE (2017)
 DL4904
 DL4904                         *CURRENT SURVEY CONTROL
 DL4904  ______________________________________________________________________
 DL4904* NAD 83(2011) POSITION- 42 51 51.00616(N) 084 07 20.40793(W)   ADJUSTED
 DL4904* NAD 83(2011) ELLIP HT-   227.704 (meters)        (06/27/12)   ADJUSTED
 DL4904* NAD 83(2011) EPOCH   -  2010.00
 DL4904* NAVD 88 ORTHO HEIGHT -   260.932 (meters)      856.07  (feet) ADJUSTED
 DL4904  ______________________________________________________________________
 DL4904  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 DL4904  NAD 83(2011) X  -    479,499.898 (meters)                     COMP
 DL4904  NAD 83(2011) Y  - -4,657,782.044 (meters)                     COMP
 DL4904  NAD 83(2011) Z  -  4,316,608.542 (meters)                     COMP
 DL4904  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DL4904  DYNAMIC HEIGHT  -        260.869 (meters)      855.87  (feet) COMP
 DL4904  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DL4904
 DL4904  VERT ORDER      -  FIRST     CLASS II
 DL4904
 DL4904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4904  Standards:
 DL4904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4904  -------------------------------------------------------------------
 DL4904  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.04926041
 DL4904  -------------------------------------------------------------------
 DL4904  Click here for local accuracies and other accuracy information.
 DL4904
 DL4904.The horizontal coordinates were established by GPS observations
 DL4904.and adjusted by the National Geodetic Survey in June 2012.
 DL4904
 DL4904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4904.been affixed to the stable North American tectonic plate. See 
 DL4904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4904
 DL4904.The horizontal coordinates are valid at the epoch date displayed above
 DL4904.which is a decimal equivalence of Year/Month/Day.
 DL4904
 DL4904.The orthometric height was determined by differential leveling and
 DL4904.adjusted by the NATIONAL GEODETIC SURVEY
 DL4904.in October 2009.
 DL4904
 DL4904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4904.GEOID18 height accuracy estimate available here.
 DL4904
 DL4904.Click photographs - Photos may exist for this station.
 DL4904
 DL4904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4904
 DL4904.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4904
 DL4904.The ellipsoidal height was determined by GPS observations
 DL4904.and is referenced to NAD 83.
 DL4904
 DL4904.The dynamic height is computed by dividing the NAVD 88
 DL4904.geopotential number by the normal gravity value computed on the
 DL4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4904.degrees latitude (g = 980.6199 gals.).
 DL4904
 DL4904.The modeled gravity was interpolated from observed gravity values.
 DL4904
 DL4904. The following values were computed from the NAD 83(2011) position.
 DL4904
 DL4904;                    North         East     Units Scale Factor Converg.
 DL4904;SPC MI S     -   151,557.198 4,019,964.940   MT  0.99990694   +0 09 58.6
 DL4904;SPC MI S     -   497,234.90 13,188,861.35   iFT  0.99990694   +0 09 58.6
 DL4904;UTM  16      - 4,749,748.692   735,077.211   MT  1.00027990   +1 57 30.5
 DL4904
 DL4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4904!SPC MI S     -   0.99996429  x   0.99990694  =   0.99987123
 DL4904!UTM  16      -   0.99996429  x   1.00027990  =   1.00024418
 DL4904
 DL4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3507749748(NAD 83)
 DL4904
 DL4904                          SUPERSEDED SURVEY CONTROL
 DL4904
 DL4904  NAD 83(2007)-  42 51 51.00635(N)    084 07 20.40835(W) AD(2002.00) B
 DL4904  ELLIP H (10/23/09)  227.723  (m)                       GP(2002.00) 3 1
 DL4904
 DL4904.Superseded values are not recommended for survey control.
 DL4904
 DL4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4904.See file dsdata.pdf to determine how the superseded data were derived.
 DL4904
 DL4904_MARKER: DD = SURVEY DISK
 DL4904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4904_STAMPING: 76604 2008
 DL4904_MARK LOGO: MIDT
 DL4904_PROJECTION: FLUSH
 DL4904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4904+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DL4904
 DL4904  HISTORY     - Date     Condition        Report By
 DL4904  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4904
 DL4904                          STATION DESCRIPTION
 DL4904
 DL4904'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4904'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF CORUNNA, 7.7 MI
 DL4904'(12.4 KM) WEST-SOUTHWEST OF DURAND AND 5.6 MI (9.0 KM) EAST-NORTHEAST
 DL4904'OF PERRY.   TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52
 DL4904'WITH LANSING ROAD, 0.25 MI (0.4 KM) SOUTH OF INTERSTATE HIGHWAY 69
 DL4904'EXIT 105, IN PERRY, MI, GO EAST-NORTHEAST ON LANSING ROAD FOR 5.3 MI
 DL4904'(8.5 KM) TO STATE ROAD, TURN LEFT AND GO NORTH ON STATE ROAD FOR 0.05
 DL4904'MI (0.1 KM) THE STATION ON THE LEFT.
 DL4904'
 DL4904'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4904'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4904'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4904'
 DL4904'THE STATION IS 400 FT (121.9 M) SOUTH OF EXTENDED CENTER OF DRIVEWAY
 DL4904'OPENING --8961--, 21 FT (6.4 M) NORTH OF THE CENTER OF A FIELD
 DL4904'ENTRANCE, 15.5 FT (4.7 M) WEST OF EDGE OF PAVEMENT OF STATE ROAD, AND
 DL4904'3 FT (0.9 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4905 ***********************************************************************
 DL4905  DESIGNATION -  76605
 DL4905  PID         -  DL4905
 DL4905  STATE/COUNTY-  MI/SHIAWASSEE
 DL4905  COUNTRY     -  US
 DL4905  USGS QUAD   -  CORUNNA SE (2017)
 DL4905
 DL4905                         *CURRENT SURVEY CONTROL
 DL4905  ______________________________________________________________________
 DL4905* NAD 83(1986) POSITION- 42 52 29.15   (N) 084 05 26.29   (W)   HD_HELD1
 DL4905* NAVD 88 ORTHO HEIGHT -   256.630 (meters)      841.96  (feet) ADJUSTED
 DL4905  ______________________________________________________________________
 DL4905  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 DL4905  DYNAMIC HEIGHT  -        256.568 (meters)      841.76  (feet) COMP
 DL4905  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DL4905
 DL4905  VERT ORDER      -  FIRST     CLASS II
 DL4905
 DL4905.The horizontal coordinates were determined by differentially corrected
 DL4905.hand held GPS observations or other comparable positioning techniques
 DL4905.and have an estimated accuracy of +/- 3 meters.
 DL4905
 DL4905.The orthometric height was determined by differential leveling and
 DL4905.adjusted by the NATIONAL GEODETIC SURVEY
 DL4905.in October 2009.
 DL4905
 DL4905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4905.GEOID18 height accuracy estimate available here.
 DL4905
 DL4905.Click photographs - Photos may exist for this station.
 DL4905
 DL4905.The dynamic height is computed by dividing the NAVD 88
 DL4905.geopotential number by the normal gravity value computed on the
 DL4905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4905.degrees latitude (g = 980.6199 gals.).
 DL4905
 DL4905.The modeled gravity was interpolated from observed gravity values.
 DL4905
 DL4905;                    North         East    Units  Estimated Accuracy
 DL4905;SPC MI S     -   152,742.1   4,022,551.3     MT  (+/- 3 meters HH1 GPS) 
 DL4905
 DL4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3762651014(NAD 83)
 DL4905
 DL4905                          SUPERSEDED SURVEY CONTROL
 DL4905
 DL4905.No superseded survey control is available for this station.
 DL4905
 DL4905_MARKER: DD = SURVEY DISK
 DL4905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4905_SP_SET: BOX CULVERT
 DL4905_STAMPING: 76605 2008
 DL4905_MARK LOGO: MIDT
 DL4905_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4905+STABILITY: SURFACE MOTION
 DL4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4905+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4905
 DL4905  HISTORY     - Date     Condition        Report By
 DL4905  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4905
 DL4905                          STATION DESCRIPTION
 DL4905
 DL4905'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4905'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF CORUNNA, 7.3 MI
 DL4905'(11.7 KM) EAST-NORTHEAST OF PERRY AND 6.0 MI (9.7 KM) WEST-SOUTHWEST
 DL4905'OF DURAND.
 DL4905'
 DL4905'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 WITH
 DL4905'GRAND RIVER ROAD (EXIT 113) LOCATED APPROXIMATELY 6.5 MI (10.5 KM)
 DL4905'SOUTH OF THE CITY OF CORUNNA, MI, GO SOUTHEAST ON GRAND RIVER ROAD FOR
 DL4905'1.5 MI (2.4 KM) TO LANSING ROAD, TURN RIGHT AND GO SOUTHWEST ON
 DL4905'LANSING ROAD FOR 0.9 MI (1.4 KM) TO LEMON ROAD, CONTINUE SOUTHWEST ON
 DL4905'LANSING ROAD FOR 0.4 MI (0.6 KM) TO AN UNNAMED CREEK AND THE STATION
 DL4905'ON THE RIGHT.
 DL4905'
 DL4905'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4905'MODERNIZATION MARK DISK SET IN THE EAST SIDE OF THE NORTH END OF A BOX
 DL4905'CULVERT.
 DL4905'
 DL4905'THE STATION IS 56 FT (17.1 M) SOUTHWEST OF THE CENTER OF DRIVEWAY
 DL4905'OPENING --3591--, AND 15.5 FT (4.7 M) NORTH OF THE EDGE OF PAVEMENT OF
 DL4905'LANSING ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4906 ***********************************************************************
 DL4906  DESIGNATION -  76606
 DL4906  PID         -  DL4906
 DL4906  STATE/COUNTY-  MI/SHIAWASSEE
 DL4906  COUNTRY     -  US
 DL4906  USGS QUAD   -  CORUNNA (2017)
 DL4906
 DL4906                         *CURRENT SURVEY CONTROL
 DL4906  ______________________________________________________________________
 DL4906* NAD 83(1986) POSITION- 42 53 44.61   (N) 084 03 16.93   (W)   HD_HELD1
 DL4906* NAVD 88 ORTHO HEIGHT -   244.119 (meters)      800.91  (feet) ADJUSTED
 DL4906  ______________________________________________________________________
 DL4906  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 DL4906  DYNAMIC HEIGHT  -        244.060 (meters)      800.72  (feet) COMP
 DL4906  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 DL4906
 DL4906  VERT ORDER      -  FIRST     CLASS II
 DL4906
 DL4906.The horizontal coordinates were determined by differentially corrected
 DL4906.hand held GPS observations or other comparable positioning techniques
 DL4906.and have an estimated accuracy of +/- 3 meters.
 DL4906
 DL4906.The orthometric height was determined by differential leveling and
 DL4906.adjusted by the NATIONAL GEODETIC SURVEY
 DL4906.in October 2009.
 DL4906
 DL4906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4906.GEOID18 height accuracy estimate available here.
 DL4906
 DL4906.Click photographs - Photos may exist for this station.
 DL4906
 DL4906.The dynamic height is computed by dividing the NAVD 88
 DL4906.geopotential number by the normal gravity value computed on the
 DL4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4906.degrees latitude (g = 980.6199 gals.).
 DL4906
 DL4906.The modeled gravity was interpolated from observed gravity values.
 DL4906
 DL4906;                    North         East    Units  Estimated Accuracy
 DL4906;SPC MI S     -   155,080.7   4,025,478.4     MT  (+/- 3 meters HH1 GPS) 
 DL4906
 DL4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4047953444(NAD 83)
 DL4906
 DL4906                          SUPERSEDED SURVEY CONTROL
 DL4906
 DL4906.No superseded survey control is available for this station.
 DL4906
 DL4906_MARKER: DD = SURVEY DISK
 DL4906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4906_SP_SET: BRIDGE ABUTMENT
 DL4906_STAMPING: 76606 2008
 DL4906_MARK LOGO: MIDT
 DL4906_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4906+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4906
 DL4906  HISTORY     - Date     Condition        Report By
 DL4906  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4906
 DL4906                          STATION DESCRIPTION
 DL4906
 DL4906'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4906'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BYRON, 6.8
 DL4906'MI (10.9 KM) SOUTH-SOUTHEAST OF CORUNNA AND 3.7 MI (6.0 KM)
 DL4906'WEST-SOUTHWEST OF DURAND.
 DL4906'
 DL4906'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 WITH
 DL4906'GRAND RIVER ROAD (EXIT 113) LOCATED APPROXIMATELY 6.5 MI (10.5 KM)
 DL4906'SOUTH OF THE CITY OF CORUNNA, MI, GO SOUTHEAST ON GRAND RIVER ROAD FOR
 DL4906'1.5 MI (2.4 KM) TO LANSING ROAD, TURN LEFT AND GO NORTHEAST ON LANSING
 DL4906'ROAD FOR 1.1 MI (1.8 KM) TO BRIDGE --B1 OF 76-13-10-- OVER THE
 DL4906'SHIAWASSEE RIVER AND THE STATION ON THE RIGHT.
 DL4906'
 DL4906'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4906'MODERNIZATION MARK DISK SET IN THE SOUTH SIDE OF THE WEST ABUTMENT.
 DL4906'
 DL4906'THE STATION IS 2 FT (0.6 M) SOUTH OF A GUARDRAIL AND 1 FT (0.3 M)
 DL4906'SOUTHEAST OF THE EDGE OF CURB OF LANSING RD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4907 ***********************************************************************
 DL4907  DESIGNATION -  76607
 DL4907  PID         -  DL4907
 DL4907  STATE/COUNTY-  MI/SHIAWASSEE
 DL4907  COUNTRY     -  US
 DL4907  USGS QUAD   -  DURAND (2017)
 DL4907
 DL4907                         *CURRENT SURVEY CONTROL
 DL4907  ______________________________________________________________________
 DL4907* NAD 83(1986) POSITION- 42 55 31.13   (N) 083 59 57.85   (W)   HD_HELD1
 DL4907* NAVD 88 ORTHO HEIGHT -   236.591 (meters)      776.22  (feet) ADJUSTED
 DL4907  ______________________________________________________________________
 DL4907  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 DL4907  DYNAMIC HEIGHT  -        236.534 (meters)      776.03  (feet) COMP
 DL4907  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 DL4907
 DL4907  VERT ORDER      -  FIRST     CLASS II
 DL4907
 DL4907.The horizontal coordinates were determined by differentially corrected
 DL4907.hand held GPS observations or other comparable positioning techniques
 DL4907.and have an estimated accuracy of +/- 3 meters.
 DL4907
 DL4907.The orthometric height was determined by differential leveling and
 DL4907.adjusted by the NATIONAL GEODETIC SURVEY
 DL4907.in October 2009.
 DL4907
 DL4907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4907.GEOID18 height accuracy estimate available here.
 DL4907
 DL4907.Click photographs - Photos may exist for this station.
 DL4907
 DL4907.The dynamic height is computed by dividing the NAVD 88
 DL4907.geopotential number by the normal gravity value computed on the
 DL4907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4907.degrees latitude (g = 980.6199 gals.).
 DL4907
 DL4907.The modeled gravity was interpolated from observed gravity values.
 DL4907
 DL4907;                    North         East    Units  Estimated Accuracy
 DL4907;SPC MI S     -   158,385.7   4,029,980.4     MT  (+/- 3 meters HH1 GPS) 
 DL4907
 DL4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5521956886(NAD 83)
 DL4907
 DL4907                          SUPERSEDED SURVEY CONTROL
 DL4907
 DL4907.No superseded survey control is available for this station.
 DL4907
 DL4907_MARKER: DD = SURVEY DISK
 DL4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4907_STAMPING: 76607 2008
 DL4907_MARK LOGO: MIDT
 DL4907_PROJECTION: FLUSH
 DL4907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4907+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DL4907
 DL4907  HISTORY     - Date     Condition        Report By
 DL4907  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4907
 DL4907                          STATION DESCRIPTION
 DL4907
 DL4907'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4907'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF
 DL4907'BYRON, 7.2 MI (11.6 KM) EAST-SOUTHEAST OF CORUNNA AND 1.2 MI (1.9 KM)
 DL4907'NORTHWEST OF DURAND.
 DL4907'
 DL4907'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 WITH HIGHWAY 71, 1.3
 DL4907'MI (2.1 KM) NORTHWEST OF DURAND, GO SOUTHEAST ON HIGHWAY 71 FOR 0.1 MI
 DL4907'(0.2 KM) TO THE JUNCTION OF HIGHWAY 71 WITH LANSING ROAD AND THE
 DL4907'STATION ON THE RIGHT IN THE MIDOT PUBLIC CAR POOL PARKING LOT.
 DL4907'
 DL4907'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4907'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4907'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4907'
 DL4907'THE STATION IS 64 FT (19.5 M) WEST OF THE EDGE OF PAVEMENT OF STATE
 DL4907'HIGHWAY 71 (MONROE ROAD), 35 FT (10.7 M) NORTH OF THE EDGE OF PAVEMENT
 DL4907'OF LANSING ROAD, 18 FT (5.5 M) EAST OF EDGE OF PAVEMENT OF MIDOT
 DL4907'PUBLIC CAR POOL PARKING LOT, AND 3 FT (0.9 M) WEST OF AN ORANGE
 DL4907'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4908 ***********************************************************************
 DL4908  DESIGNATION -  76608
 DL4908  PID         -  DL4908
 DL4908  STATE/COUNTY-  MI/SHIAWASSEE
 DL4908  COUNTRY     -  US
 DL4908  USGS QUAD   -  DURAND (2017)
 DL4908
 DL4908                         *CURRENT SURVEY CONTROL
 DL4908  ______________________________________________________________________
 DL4908* NAD 83(2011) POSITION- 42 55 35.55998(N) 083 58 07.09173(W)   ADJUSTED
 DL4908* NAD 83(2011) ELLIP HT-   201.773 (meters)        (06/27/12)   ADJUSTED
 DL4908* NAD 83(2011) EPOCH   -  2010.00
 DL4908* NAVD 88 ORTHO HEIGHT -   235.259 (meters)      771.85  (feet) ADJUSTED
 DL4908  ______________________________________________________________________
 DL4908  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 DL4908  NAD 83(2011) X  -    491,495.306 (meters)                     COMP
 DL4908  NAD 83(2011) Y  - -4,651,769.486 (meters)                     COMP
 DL4908  NAD 83(2011) Z  -  4,321,667.528 (meters)                     COMP
 DL4908  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 DL4908  DYNAMIC HEIGHT  -        235.201 (meters)      771.66  (feet) COMP
 DL4908  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 DL4908
 DL4908  VERT ORDER      -  FIRST     CLASS II
 DL4908
 DL4908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4908  Standards:
 DL4908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4908  -------------------------------------------------------------------
 DL4908  NETWORK    0.28   0.45           0.13   0.09   0.23     -0.03099605
 DL4908  -------------------------------------------------------------------
 DL4908  Click here for local accuracies and other accuracy information.
 DL4908
 DL4908.The horizontal coordinates were established by GPS observations
 DL4908.and adjusted by the National Geodetic Survey in June 2012.
 DL4908
 DL4908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4908.been affixed to the stable North American tectonic plate. See 
 DL4908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4908
 DL4908.The horizontal coordinates are valid at the epoch date displayed above
 DL4908.which is a decimal equivalence of Year/Month/Day.
 DL4908
 DL4908.The orthometric height was determined by differential leveling and
 DL4908.adjusted by the NATIONAL GEODETIC SURVEY
 DL4908.in October 2009.
 DL4908
 DL4908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4908.GEOID18 height accuracy estimate available here.
 DL4908
 DL4908.Click photographs - Photos may exist for this station.
 DL4908
 DL4908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4908
 DL4908.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4908
 DL4908.The ellipsoidal height was determined by GPS observations
 DL4908.and is referenced to NAD 83.
 DL4908
 DL4908.The dynamic height is computed by dividing the NAVD 88
 DL4908.geopotential number by the normal gravity value computed on the
 DL4908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4908.degrees latitude (g = 980.6199 gals.).
 DL4908
 DL4908.The modeled gravity was interpolated from observed gravity values.
 DL4908
 DL4908. The following values were computed from the NAD 83(2011) position.
 DL4908
 DL4908;                    North         East     Units Scale Factor Converg.
 DL4908;SPC MI S     -   158,533.786 4,032,491.254   MT  0.99990714   +0 16 15.1
 DL4908;SPC MI S     -   520,123.97 13,229,958.18   iFT  0.99990714   +0 16 15.1
 DL4908;UTM  17      - 4,756,934.177   257,735.279   MT  1.00032211   -2 01 22.1
 DL4908;UTM  16      - 4,757,116.903   747,384.083   MT  1.00035295   +2 03 56.1
 DL4908
 DL4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4908!SPC MI S     -   0.99996836  x   0.99990714  =   0.99987550
 DL4908!UTM  17      -   0.99996836  x   1.00032211  =   1.00029046
 DL4908!UTM  16      -   0.99996836  x   1.00035295  =   1.00032130
 DL4908
 DL4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5773556934(NAD 83)
 DL4908
 DL4908                          SUPERSEDED SURVEY CONTROL
 DL4908
 DL4908  NAD 83(2007)-  42 55 35.56018(N)    083 58 07.09213(W) AD(2002.00) B
 DL4908  ELLIP H (10/23/09)  201.794  (m)                       GP(2002.00) 3 1
 DL4908
 DL4908.Superseded values are not recommended for survey control.
 DL4908
 DL4908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4908.See file dsdata.pdf to determine how the superseded data were derived.
 DL4908
 DL4908_MARKER: DD = SURVEY DISK
 DL4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4908_STAMPING: 76608 2008
 DL4908_MARK LOGO: MIDT
 DL4908_PROJECTION: FLUSH
 DL4908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4908+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2024
 DL4908
 DL4908  HISTORY     - Date     Condition        Report By
 DL4908  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4908  HISTORY     - 20200803 GOOD             MIDT
 DL4908  HISTORY     - 20240610 GOOD             MIDT
 DL4908
 DL4908                          STATION DESCRIPTION
 DL4908
 DL4908'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4908'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF SWARTZ
 DL4908'CREEK, 7.3 MI (11.7 KM) NORTH OF BYRON AND 1.3 MI (2.1 KM) NORTHEAST
 DL4908'OF DURAND.
 DL4908'
 DL4908'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 WITH
 DL4908'STATE HIGHWAY 71 (MONROE ROAD) (EXIT 118) LOCATED IN DURAND, MI, GO
 DL4908'SOUTHEAST ON STATE HIGHWAY 71 (MONROE ROAD) FOR 0.2 MI (0.3 KM) TO
 DL4908'LANSING ROAD ON THE LEFT, TURN LEFT AND GO EAST ON LANSING ROAD FOR
 DL4908'1.5 MI (2.4 KM) TO NEW LOTHROP ROAD, TURN LEFT AND GO NORTH ON NEW
 DL4908'LOTHROP ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DL4908'
 DL4908'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4908'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4908'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4908'
 DL4908'THE STATION IS 10 FT (3.0 M) WEST OF EDGE OF GRAVEL OF NEW LOTHROP
 DL4908'ROAD, 9 FT (2.7 M) NORTHEAST OF NORTHERN MOST WOOD FENCE POST, 3 FT
 DL4908'(0.9 M) EAST OF A FENCE, AND 3 FT (0.9 M) EAST OF AN ORANGE CARSONITE
 DL4908'WITNESS POST.
 DL4908
 DL4908                          STATION RECOVERY (2020)
 DL4908
 DL4908'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4908'THE FENCE AND FENCE POST LANDMARKS ARE GONE.  THE MARK IS 304 FT (92.7
 DL4908'M) NORTH OF A STOP SIGN.
 DL4908
 DL4908                          STATION RECOVERY (2024)
 DL4908
 DL4908'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL4908'HAS WITNESS POST AND IS IN TALL GRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4909 ***********************************************************************
 DL4909  DESIGNATION -  76609
 DL4909  PID         -  DL4909
 DL4909  STATE/COUNTY-  MI/SHIAWASSEE
 DL4909  COUNTRY     -  US
 DL4909  USGS QUAD   -  DURAND (2017)
 DL4909
 DL4909                         *CURRENT SURVEY CONTROL
 DL4909  ______________________________________________________________________
 DL4909* NAD 83(1986) POSITION- 42 56 15.23   (N) 083 56 32.92   (W)   HD_HELD1
 DL4909* NAVD 88 ORTHO HEIGHT -   235.525 (meters)      772.72  (feet) ADJUSTED
 DL4909  ______________________________________________________________________
 DL4909  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 DL4909  DYNAMIC HEIGHT  -        235.467 (meters)      772.53  (feet) COMP
 DL4909  MODELED GRAVITY -    980,366.9   (mgal)                       NAVD 88
 DL4909
 DL4909  VERT ORDER      -  FIRST     CLASS II
 DL4909
 DL4909.The horizontal coordinates were determined by differentially corrected
 DL4909.hand held GPS observations or other comparable positioning techniques
 DL4909.and have an estimated accuracy of +/- 3 meters.
 DL4909
 DL4909.The orthometric height was determined by differential leveling and
 DL4909.adjusted by the NATIONAL GEODETIC SURVEY
 DL4909.in October 2009.
 DL4909
 DL4909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4909.GEOID18 height accuracy estimate available here.
 DL4909
 DL4909.Click photographs - Photos may exist for this station.
 DL4909
 DL4909.The dynamic height is computed by dividing the NAVD 88
 DL4909.geopotential number by the normal gravity value computed on the
 DL4909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4909.degrees latitude (g = 980.6199 gals.).
 DL4909
 DL4909.The modeled gravity was interpolated from observed gravity values.
 DL4909
 DL4909;                    North         East    Units  Estimated Accuracy
 DL4909;SPC MI S     -   159,768.2   4,034,620.4     MT  (+/- 3 meters HH1 GPS) 
 DL4909
 DL4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5991358082(NAD 83)
 DL4909
 DL4909                          SUPERSEDED SURVEY CONTROL
 DL4909
 DL4909.No superseded survey control is available for this station.
 DL4909
 DL4909_MARKER: DD = SURVEY DISK
 DL4909_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4909_SP_SET: BRIDGE WING WALL
 DL4909_STAMPING: 76609 2008
 DL4909_MARK LOGO: MIDT
 DL4909_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4909+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DL4909
 DL4909  HISTORY     - Date     Condition        Report By
 DL4909  HISTORY     - 20080603 MONUMENTED       COLEM
 DL4909
 DL4909                          STATION DESCRIPTION
 DL4909
 DL4909'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4909'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF BYRON, 5.8 MI
 DL4909'(9.3 KM) WEST-SOUTHWEST OF SWARTZ CREEK AND 2.8 MI (4.5 KM) NORTHEAST
 DL4909'OF DURAND.
 DL4909'
 DL4909'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 WITH
 DL4909'STATE HIGHWAY 13 (SHERIDAN ROAD) (NORTH), AND SHERIDAN ROAD (SOUTH)
 DL4909'(EXIT 123), LOCATED APPROXIMATELY 12.5 MI (20.1 KM) SOUTHWEST OF THE
 DL4909'CITY OF FLINT, MI, GO SOUTH ON SHERIDAN ROAD FOR 1.0 MI (1.6 KM) TO
 DL4909'LANSING ROAD, TURN RIGHT AND GO SOUTHWEST ON LANSING ROAD FOR 0.25 MI
 DL4909'(0.4 KM) TO BRIDGE --B02 OF 96-15-18--, OVER WEBB CREEK AND THE
 DL4909'STATION ON THE LEFT.
 DL4909'
 DL4909'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4909'MODERNIZATION MARK DISK SET IN THE SOUTH WING WALL OF THE WEST
 DL4909'ABUTMENT.
 DL4909'
 DL4909'THE STATION IS 2 FT (0.6 M) SOUTHEAST OF A GUARDRAIL AND 1 FT (0.3 M)
 DL4909'SOUTHEAST OF THE EDGE OF CURB OF LANSING ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0258 ***********************************************************************
 OJ0258  DESIGNATION -  77 1/2
 OJ0258  PID         -  OJ0258
 OJ0258  STATE/COUNTY-  MI/TUSCOLA
 OJ0258  COUNTRY     -  US
 OJ0258  USGS QUAD   -  GAGETOWN (2017)
 OJ0258
 OJ0258                         *CURRENT SURVEY CONTROL
 OJ0258  ______________________________________________________________________
 OJ0258* NAD 83(1986) POSITION- 43 37 57.     (N) 083 12 56.     (W)   SCALED
 OJ0258* NAVD 88 ORTHO HEIGHT -   227.472 (meters)      746.30  (feet) ADJUSTED
 OJ0258  ______________________________________________________________________
 OJ0258  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 OJ0258  DYNAMIC HEIGHT  -        227.431 (meters)      746.16  (feet) COMP
 OJ0258  MODELED GRAVITY -    980,434.5   (mgal)                       NAVD 88
 OJ0258
 OJ0258  VERT ORDER      -  SECOND    CLASS 0
 OJ0258
 OJ0258.The horizontal coordinates were scaled from a map and have
 OJ0258.an estimated accuracy of +/- 6 seconds.
 OJ0258
 OJ0258.The orthometric height was determined by differential leveling and
 OJ0258.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0258.in June 1991.
 OJ0258
 OJ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0258.GEOID18 height accuracy estimate available here.
 OJ0258
 OJ0258.Click photographs - Photos may exist for this station.
 OJ0258
 OJ0258.The dynamic height is computed by dividing the NAVD 88
 OJ0258.geopotential number by the normal gravity value computed on the
 OJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0258.degrees latitude (g = 980.6199 gals.).
 OJ0258
 OJ0258.The modeled gravity was interpolated from observed gravity values.
 OJ0258
 OJ0258;                    North         East    Units  Estimated Accuracy
 OJ0258;SPC MI S     -   237,520.    4,092,890.      MT  (+/- 180 meters Scaled)
 OJ0258
 OJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ212334(NAD 83)
 OJ0258
 OJ0258                          SUPERSEDED SURVEY CONTROL
 OJ0258
 OJ0258  NGVD 29 (??/??/92)  227.607  (m)          746.74   (f) ADJ UNCH    2 0
 OJ0258
 OJ0258.Superseded values are not recommended for survey control.
 OJ0258
 OJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0258.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0258
 OJ0258_MARKER: Z = SEE DESCRIPTION
 OJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0258_STAMPING: BM NO 77 1/2
 OJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0258+STABILITY: SURFACE MOTION
 OJ0258
 OJ0258  HISTORY     - Date     Condition        Report By
 OJ0258  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0258  HISTORY     - 1934     GOOD             CGS
 OJ0258  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0258
 OJ0258                          STATION DESCRIPTION
 OJ0258
 OJ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0258'2.4 MI SE FROM GAGETOWN.
 OJ0258'2.4 MILES SOUTHEAST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0258'STATION AT GAGETOWN, ABOUT 0.5 MILE NORTHWEST OF MILEPOST P 77,
 OJ0258'19.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF
 OJ0258'THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TOP OF RAIL.
 OJ0258'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO 77 1/2 AND SET IN THE
 OJ0258'TOP OF A CONCRETE POST.
 OJ0258
 OJ0258                          STATION RECOVERY (1999)
 OJ0258
 OJ0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0823 ***********************************************************************
 OJ0823  DESIGNATION -  77001
 OJ0823  PID         -  OJ0823
 OJ0823  STATE/COUNTY-  MI/ST CLAIR
 OJ0823  COUNTRY     -  US
 OJ0823  USGS QUAD   -  BROCKWAY (2017)
 OJ0823
 OJ0823                         *CURRENT SURVEY CONTROL
 OJ0823  ______________________________________________________________________
 OJ0823* NAD 83(1994) POSITION- 43 01 40.25639(N) 082 45 45.63769(W)   ADJUSTED
 OJ0823* NAVD 88 ORTHO HEIGHT -   236.1   (meters)      775.    (feet) VERTCON3
 OJ0823  ______________________________________________________________________
 OJ0823  GEOID HEIGHT    -        -34.705 (meters)                     GEOID18
 OJ0823  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 OJ0823  HORZ ORDER      -  SECOND
 OJ0823
 OJ0823.The horizontal coordinates were established by classical geodetic methods
 OJ0823.and adjusted by the National Geodetic Survey in February 1997.
 OJ0823
 OJ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0823
 OJ0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0823.GEOID18 height accuracy estimate available here.
 OJ0823
 OJ0823.Click photographs - Photos may exist for this station.
 OJ0823
 OJ0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0823
 OJ0823. The following values were computed from the NAD 83(1994) position.
 OJ0823
 OJ0823;                    North         East     Units Scale Factor Converg.
 OJ0823;SPC MI S     -   170,955.265 4,130,712.098   MT  0.99990998   +1 05 29.6
 OJ0823;SPC MI S     -   560,876.85 13,552,205.05   iFT  0.99990998   +1 05 29.6
 OJ0823;UTM  17      - 4,765,414.982   356,390.398   MT  0.99985371   -1 12 10.7
 OJ0823
 OJ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0823!SPC MI S     -   0.99996842  x   0.99990998  =   0.99987840
 OJ0823!UTM  17      -   0.99996842  x   0.99985371  =   0.99982213
 OJ0823
 OJ0823:                Primary Azimuth Mark                     Grid Az
 OJ0823:SPC MI S     -  77001 AZ MK 1                            356 24 14.5
 OJ0823:UTM  17      -  77001 AZ MK 1                            358 41 54.8
 OJ0823
 OJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5639065414(NAD 83)
 OJ0823
 OJ0823|---------------------------------------------------------------------|
 OJ0823| PID    Reference Object                     Distance      Geod. Az  |
 OJ0823|                                                           dddmmss.s |
 OJ0823| OJ0822 77001 RM 1                           10.458 METERS 00043     |
 OJ0823| OJ0829 77001 AZ MK 2                       APPROX. 1.2 KM 1773206.9 |
 OJ0823| CH0704 77001 RM 2                            5.774 METERS 26954     |
 OJ0823| OJ0832 77001 AZ MK 1                       APPROX. 1.3 KM 3572944.1 |
 OJ0823|---------------------------------------------------------------------|
 OJ0823
 OJ0823                          SUPERSEDED SURVEY CONTROL
 OJ0823
 OJ0823  NAD 83(1986)-  43 01 40.24633(N)    082 45 45.66903(W) AD(       ) 2
 OJ0823  NAD 27      -  43 01 40.14853(N)    082 45 45.93140(W) AD(       ) 2
 OJ0823  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 OJ0823
 OJ0823.Superseded values are not recommended for survey control.
 OJ0823
 OJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0823.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0823
 OJ0823_MARKER: DD = SURVEY DISK
 OJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0823_STAMPING: 77001 1976
 OJ0823_MARK LOGO: MIDH
 OJ0823_PROJECTION: FLUSH
 OJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0823+STABILITY: SURFACE MOTION
 OJ0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0823+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 OJ0823
 OJ0823  HISTORY     - Date     Condition        Report By
 OJ0823  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0823  HISTORY     - 20240625 GOOD             MIDT
 OJ0823
 OJ0823                          STATION DESCRIPTION
 OJ0823
 OJ0823'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0823'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0823'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0823'STATE HIGHWAY RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION
 OJ0823'24.
 OJ0823'
 OJ0823'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0823'GO NORTH ON M-19 FOR 2.1 MILES TO THE STATION ON THE LEFT.  TO
 OJ0823'REACH AZIMUTH MARK 1 FROM THE STATION GO NORTH ON M-19 FOR 0.8
 OJ0823'MILE TO THE MARK ON THE LEFT.  TO REACH AZIMUTH MARK 2 FROM THE
 OJ0823'STATION GO SOUTH ON M-19 FOR 0.75 MILE TO THE MARK ON THE
 OJ0823'RIGHT.
 OJ0823'
 OJ0823'STATION MARKS, STAMPED---77001 1976---, ARE MICHIGAN DEPARTMENT
 OJ0823'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0823'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0823'SURFACE.  IT IS 56.6 FEET NORTHEAST OF A TELEPHONE POLE, 38.2
 OJ0823'FEET WEST OF THE CENTER OF M-19, 21 FEET EAST OF A FENCE AND 5
 OJ0823'FEET SOUTHEAST OF A WITNESS POST.
 OJ0823'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0823'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0823'
 OJ0823'REFERENCE MARK 1, STAMPED---NO 1 77001 1976---, IS SET IN THE
 OJ0823'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 58.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 OJ0823'36.5 FEET WEST OF THE CENTERLINE OF M-19 AND 22.5 FEET EAST OF
 OJ0823'A FENCE.
 OJ0823'
 OJ0823'REFERENCE MARK 2, STAMPED---NO 2 77001 1976---, IS SET IN THE
 OJ0823'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 57.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0823'53.7 FEET NORTH OF A TELEPHONE POLE AND 2 FEET EAST OF A FENCE.
 OJ0823'
 OJ0823'AZIMUTH MARK 1, STAMPED---AZ 1 77001 1976---, ARE REFERENCE
 OJ0823'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0823'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0823'IT IS 48 FEET WEST OF THE CENTERLINE OF M-19, 33.4 FEET
 OJ0823'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A TELEPHONE
 OJ0823'POLE, 12 FEET EAST OF A FENCE AND 3 FEET EAST OF A WITNESS
 OJ0823'POST.
 OJ0823'
 OJ0823'AZIMUTH MARK 2, STAMPED---AZ 2 77001 1976---, IS SET IN THE TOP
 OJ0823'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 38.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0823'27.3 FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF A
 OJ0823'FENCE AND 3 FEET EAST OF A WITNESS POST.
 OJ0823'
 OJ0823'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0823'TRANSPORTATION DISKS.
 OJ0823'
 OJ0823'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0823'DESCRIBED BY G. ANDERSON.
 OJ0823
 OJ0823                          STATION RECOVERY (2024)
 OJ0823
 OJ0823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 OJ0823'NEXT TO DRIVEWAY OF 4431 EMMETT ROAD.  WITNESS POST IS NEARBY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0832 ***********************************************************************
 OJ0832  DESIGNATION -  77001 AZ MK 1
 OJ0832  PID         -  OJ0832
 OJ0832  STATE/COUNTY-  MI/ST CLAIR
 OJ0832  COUNTRY     -  US
 OJ0832  USGS QUAD   -  BROCKWAY (2017)
 OJ0832
 OJ0832                         *CURRENT SURVEY CONTROL
 OJ0832  ______________________________________________________________________
 OJ0832* NAD 83(1994) POSITION- 43 02 22.83242(N) 082 45 48.17643(W)   ADJUSTED
 OJ0832* NAVD 88 ORTHO HEIGHT -   236.5   (meters)      776.    (feet) VERTCON3
 OJ0832  ______________________________________________________________________
 OJ0832  GEOID HEIGHT    -        -34.686 (meters)                     GEOID18
 OJ0832  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 OJ0832  HORZ ORDER      -  SECOND
 OJ0832
 OJ0832.The horizontal coordinates were established by classical geodetic methods
 OJ0832.and adjusted by the National Geodetic Survey in February 1997.
 OJ0832
 OJ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0832
 OJ0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0832.GEOID18 height accuracy estimate available here.
 OJ0832
 OJ0832.Click photographs - Photos may exist for this station.
 OJ0832
 OJ0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0832
 OJ0832. The following values were computed from the NAD 83(1994) position.
 OJ0832
 OJ0832;                    North         East     Units Scale Factor Converg.
 OJ0832;SPC MI S     -   172,267.680 4,130,629.620   MT  0.99991051   +1 05 27.9
 OJ0832;SPC MI S     -   565,182.68 13,551,934.45   iFT  0.99991051   +1 05 27.9
 OJ0832;UTM  17      - 4,766,729.572   356,360.535   MT  0.99985382   -1 12 13.4
 OJ0832
 OJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0832!SPC MI S     -   0.99996835  x   0.99991051  =   0.99987887
 OJ0832!UTM  17      -   0.99996835  x   0.99985382  =   0.99982218
 OJ0832
 OJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5636066729(NAD 83)
 OJ0832
 OJ0832                          SUPERSEDED SURVEY CONTROL
 OJ0832
 OJ0832  NAD 83(1986)-  43 02 22.82236(N)    082 45 48.20746(W) AD(       ) 2
 OJ0832  NAD 27      -  43 02 22.72489(N)    082 45 48.46931(W) AD(       ) 2
 OJ0832  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 OJ0832
 OJ0832.Superseded values are not recommended for survey control.
 OJ0832
 OJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0832.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0832
 OJ0832_MARKER: DR = REFERENCE MARK DISK
 OJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0832_STAMPING: AZ 1 77001 1976
 OJ0832_MARK LOGO: MIDH
 OJ0832_PROJECTION: FLUSH
 OJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0832+STABILITY: SURFACE MOTION
 OJ0832
 OJ0832  HISTORY     - Date     Condition        Report By
 OJ0832  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0832
 OJ0832                          STATION DESCRIPTION
 OJ0832
 OJ0832'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0832'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0832'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0832'STATE HIGHWAY RIGHT-OF-WAY.
 OJ0832'
 OJ0832'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0832'GO NORTH ON M-19 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 OJ0832'
 OJ0832'AZIMUTH MARK 1, STAMPED---AZ 1 77001 1976---, ARE REFERENCE
 OJ0832'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0832'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0832'IT IS 48 FEET WEST OF THE CENTERLINE OF M-19, 33.4 FEET
 OJ0832'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A TELEPHONE
 OJ0832'POLE, 12 FEET EAST OF A FENCE AND 3 FEET EAST OF A WITNESS
 OJ0832'POST.
 OJ0832'
 OJ0832'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0832'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0832'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0829 ***********************************************************************
 OJ0829  DESIGNATION -  77001 AZ MK 2
 OJ0829  PID         -  OJ0829
 OJ0829  STATE/COUNTY-  MI/ST CLAIR
 OJ0829  COUNTRY     -  US
 OJ0829  USGS QUAD   -  BROCKWAY (2017)
 OJ0829
 OJ0829                         *CURRENT SURVEY CONTROL
 OJ0829  ______________________________________________________________________
 OJ0829* NAD 83(1994) POSITION- 43 01 01.01909(N) 082 45 43.33600(W)   ADJUSTED
 OJ0829* NAVD 88 ORTHO HEIGHT -   235.6   (meters)      773.    (feet) VERTCON3
 OJ0829  ______________________________________________________________________
 OJ0829  GEOID HEIGHT    -        -34.723 (meters)                     GEOID18
 OJ0829  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OJ0829  HORZ ORDER      -  SECOND
 OJ0829
 OJ0829.The horizontal coordinates were established by classical geodetic methods
 OJ0829.and adjusted by the National Geodetic Survey in February 1997.
 OJ0829
 OJ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0829
 OJ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0829.GEOID18 height accuracy estimate available here.
 OJ0829
 OJ0829.Click photographs - Photos may exist for this station.
 OJ0829
 OJ0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0829
 OJ0829. The following values were computed from the NAD 83(1994) position.
 OJ0829
 OJ0829;                    North         East     Units Scale Factor Converg.
 OJ0829;SPC MI S     -   169,745.755 4,130,787.268   MT  0.99990952   +1 05 31.2
 OJ0829;SPC MI S     -   556,908.65 13,552,451.67   iFT  0.99990952   +1 05 31.2
 OJ0829;UTM  17      - 4,764,203.500   356,417.084   MT  0.99985362   -1 12 08.3
 OJ0829
 OJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0829!SPC MI S     -   0.99996850  x   0.99990952  =   0.99987802
 OJ0829!UTM  17      -   0.99996850  x   0.99985362  =   0.99982212
 OJ0829
 OJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5641764203(NAD 83)
 OJ0829
 OJ0829                          SUPERSEDED SURVEY CONTROL
 OJ0829
 OJ0829  NAD 83(1986)-  43 01 01.00903(N)    082 45 43.36764(W) AD(       ) 2
 OJ0829  NAD 27      -  43 01 00.91092(N)    082 45 43.63049(W) AD(       ) 2
 OJ0829  NGVD 29 (07/19/86)  235.7    (m)          773.     (f) VERT ANG       
 OJ0829
 OJ0829.Superseded values are not recommended for survey control.
 OJ0829
 OJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0829.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0829
 OJ0829_MARKER: DR = REFERENCE MARK DISK
 OJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0829_STAMPING: AZ 2 77001 1976
 OJ0829_MARK LOGO: MIDH
 OJ0829_PROJECTION: FLUSH
 OJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0829+STABILITY: SURFACE MOTION
 OJ0829
 OJ0829  HISTORY     - Date     Condition        Report By
 OJ0829  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0829
 OJ0829                          STATION DESCRIPTION
 OJ0829
 OJ0829'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0829'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0829'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0829'STATE HIGHWAY RIGHT-OF-WAY.
 OJ0829'
 OJ0829'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0829'GO NORTH ON M-19 FOR 1.35 MILES TO THE STATION ON THE LEFT.
 OJ0829'
 OJ0829'AZIMUTH MARK 2, STAMPED---AZ 2 77001 1976---, IS SET IN THE TOP
 OJ0829'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 OJ0829'GROUND SURFACE.  IT IS 38.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0829'27.3 FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF A
 OJ0829'FENCE AND 3 FEET EAST OF A WITNESS POST.
 OJ0829'
 OJ0829'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0829'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0829'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0810 ***********************************************************************
 OJ0810  DESIGNATION -  77002
 OJ0810  PID         -  OJ0810
 OJ0810  STATE/COUNTY-  MI/ST CLAIR
 OJ0810  COUNTRY     -  US
 OJ0810  USGS QUAD   -  AVOCA (2017)
 OJ0810
 OJ0810                         *CURRENT SURVEY CONTROL
 OJ0810  ______________________________________________________________________
 OJ0810* NAD 83(1994) POSITION- 43 03 40.57311(N) 082 42 18.58290(W)   ADJUSTED
 OJ0810* NAVD 88 ORTHO HEIGHT -   233.7   (meters)      767.    (feet) VERTCON3
 OJ0810  ______________________________________________________________________
 OJ0810  GEOID HEIGHT    -        -34.650 (meters)                     GEOID18
 OJ0810  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 OJ0810  HORZ ORDER      -  SECOND
 OJ0810
 OJ0810.The horizontal coordinates were established by classical geodetic methods
 OJ0810.and adjusted by the National Geodetic Survey in February 1997.
 OJ0810
 OJ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0810
 OJ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0810.GEOID18 height accuracy estimate available here.
 OJ0810
 OJ0810.Click photographs - Photos may exist for this station.
 OJ0810
 OJ0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0810
 OJ0810. The following values were computed from the NAD 83(1994) position.
 OJ0810
 OJ0810;                    North         East     Units Scale Factor Converg.
 OJ0810;SPC MI S     -   174,758.000 4,135,325.262   MT  0.99991160   +1 07 50.5
 OJ0810;SPC MI S     -   573,353.02 13,567,340.10   iFT  0.99991160   +1 07 50.5
 OJ0810;UTM  17      - 4,769,029.711   361,151.819   MT  0.99983717   -1 09 52.0
 OJ0810
 OJ0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0810!SPC MI S     -   0.99996879  x   0.99991160  =   0.99988039
 OJ0810!UTM  17      -   0.99996879  x   0.99983717  =   0.99980596
 OJ0810
 OJ0810:                Primary Azimuth Mark                     Grid Az
 OJ0810:SPC MI S     -  77002 AZ MK 1                            263 01 22.2
 OJ0810:UTM  17      -  77002 AZ MK 1                            265 19 04.7
 OJ0810
 OJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6115169029(NAD 83)
 OJ0810
 OJ0810|---------------------------------------------------------------------|
 OJ0810| PID    Reference Object                     Distance      Geod. Az  |
 OJ0810|                                                           dddmmss.s |
 OJ0810| OJ0809 77002 RM 1                           12.604 METERS 08555     |
 OJ0810| OJ0806 77002 AZ MK 2                       APPROX. 0.8 KM 0865155.3 |
 OJ0810| OJ0812 77002 AZ MK 1                       APPROX. 0.8 KM 2640912.7 |
 OJ0810| CH0705 77002 RM 2                           22.266 METERS 26559     |
 OJ0810|---------------------------------------------------------------------|
 OJ0810
 OJ0810                          SUPERSEDED SURVEY CONTROL
 OJ0810
 OJ0810  NAD 83(1986)-  43 03 40.56219(N)    082 42 18.61338(W) AD(       ) 2
 OJ0810  NAD 27      -  43 03 40.46415(N)    082 42 18.88137(W) AD(       ) 2
 OJ0810  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG       
 OJ0810
 OJ0810.Superseded values are not recommended for survey control.
 OJ0810
 OJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0810.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0810
 OJ0810_MARKER: DD = SURVEY DISK
 OJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0810_STAMPING: 77002 1976
 OJ0810_MARK LOGO: MIDH
 OJ0810_PROJECTION: FLUSH
 OJ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0810+STABILITY: SURFACE MOTION
 OJ0810
 OJ0810  HISTORY     - Date     Condition        Report By
 OJ0810  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0810
 OJ0810                          STATION DESCRIPTION
 OJ0810
 OJ0810'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0810'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF AVOCA, 3-1/2
 OJ0810'MILES SOUTHEAST OF BROCKWAY, 5-1/2 MILES NORTHEAST OF EMMETT
 OJ0810'ON STATE HIGHWAY RIGHT-OF-WAY AND IN THE SOUTHEAST 1/4 OF
 OJ0810'SECTION 4, T 7 N, R 15 E.
 OJ0810'
 OJ0810'TO REACH THE STATION FROM THE INTERSECTION OF KILGORE ROAD AND
 OJ0810'M-136 AT AVOCA GO WEST ALONG M-136 FOR 1/2 MILE TO THE STATION
 OJ0810'ON THE RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO WEST
 OJ0810'ALONG M-136 FOR 1/2 MILE TO THE MARK ON THE LEFT.  TO REACH
 OJ0810'AZIMUTH MARK 2 FROM THE STATION GO EAST ALONG M-136 FOR 1/2
 OJ0810'MILE TO THE MARK ON THE RIGHT.
 OJ0810'
 OJ0810'THE STATION MARKS, STAMPED---77002 1976---, ARE MICHIGAN
 OJ0810'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 OJ0810'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OJ0810'THE GROUND SURFACE.  IT IS 60 FEET NORTH-NORTHWEST OF A MAIL
 OJ0810'BOX, 32.5 FEET NORTH OF THE CENTER OF M-136, AND 13.7 FEET
 OJ0810'SOUTH-SOUTHEAST OF A UTILITY POLE.  THE UNDERGROUND DISK IS SET
 OJ0810'IN THE TOP OF A IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0810'GROUND SURFACE.
 OJ0810'
 OJ0810'REFERENCE MARK 1, STAMPED---NO 1 77002 1976---, IS SET IN THE
 OJ0810'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0810'GROUND SURFACE.  IT IS 54.5 FEET EAST-SOUTHEAST OF A UTILITY
 OJ0810'POLE, 52.2 FEET NORTH-NORTHEAST OF A MAIL BOX AND 41.4 FEET
 OJ0810'EAST OF THE STATION.
 OJ0810'
 OJ0810'REFERENCE MARK 2, STAMPED---NO 2 77002 1976---, IS SET IN THE
 OJ0810'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0810'GROUND SURFACE.  IT IS 73 FEET WEST OF THE STATION, 59.7 FEET
 OJ0810'WEST-SOUTHWEST OF A UTILITY POLE AND 33 FEET NORTH OF THE
 OJ0810'CENTERLINE OF M-136.
 OJ0810'
 OJ0810'AZIMUTH MARK 1, STAMPED---AZ 1 77002 1976---, ARE REFERENCE
 OJ0810'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0810'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0810'IT IS 36 FEET WEST OF THE CENTER OF BROWN ROAD AND 32-1/2 FEET
 OJ0810'SOUTH OF THE CENTER OF M-136.  THE UNDERGROUND DISK IS SET IN
 OJ0810'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0810'THE GROUND SURFACE.
 OJ0810'
 OJ0810'AZIMUTH MARK 2, STAMPED---AZ 2 77002 1976---, ARE REFERENCE
 OJ0810'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0810'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0810'IT IS 111 FEET WEST OF THE CENTER OF KILGORE ROAD, 42.6 FEET
 OJ0810'SOUTH OF THE CENTERLINE OF M-136 AND 29.2 FEET NORTH-NORTHEAST
 OJ0810'OF THE CURVE OF THE CENTERLINE FROM KILGOR ROAD TO M-136.
 OJ0810'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0810'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0810'
 OJ0810'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 OJ0810'TRANSPORTATION DISKS.
 OJ0810'
 OJ0810'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0810'DESCRIBED BY G. ANDERSON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0812 ***********************************************************************
 OJ0812  DESIGNATION -  77002 AZ MK 1
 OJ0812  PID         -  OJ0812
 OJ0812  STATE/COUNTY-  MI/ST CLAIR
 OJ0812  COUNTRY     -  US
 OJ0812  USGS QUAD   -  AVOCA (2017)
 OJ0812
 OJ0812                         *CURRENT SURVEY CONTROL
 OJ0812  ______________________________________________________________________
 OJ0812* NAD 83(1994) POSITION- 43 03 37.88178(N) 082 42 54.40699(W)   ADJUSTED
 OJ0812* NAVD 88 ORTHO HEIGHT -   233.091 (meters)      764.73  (feet) ADJUSTED
 OJ0812  ______________________________________________________________________
 OJ0812  GEOID HEIGHT    -        -34.650 (meters)                     GEOID18
 OJ0812  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 OJ0812  DYNAMIC HEIGHT  -        233.036 (meters)      764.55  (feet) COMP
 OJ0812  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 OJ0812
 OJ0812  HORZ ORDER      -  SECOND
 OJ0812  VERT ORDER      -  SECOND    CLASS I
 OJ0812
 OJ0812.The horizontal coordinates were established by classical geodetic methods
 OJ0812.and adjusted by the National Geodetic Survey in February 1997.
 OJ0812
 OJ0812.The orthometric height was determined by differential leveling and
 OJ0812.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0812.in July 2007.
 OJ0812
 OJ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0812.GEOID18 height accuracy estimate available here.
 OJ0812
 OJ0812.Click photographs - Photos may exist for this station.
 OJ0812
 OJ0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0812
 OJ0812.The dynamic height is computed by dividing the NAVD 88
 OJ0812.geopotential number by the normal gravity value computed on the
 OJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0812.degrees latitude (g = 980.6199 gals.).
 OJ0812
 OJ0812.The modeled gravity was interpolated from observed gravity values.
 OJ0812
 OJ0812. The following values were computed from the NAD 83(1994) position.
 OJ0812
 OJ0812;                    North         East     Units Scale Factor Converg.
 OJ0812;SPC MI S     -   174,659.023 4,134,516.501   MT  0.99991156   +1 07 26.2
 OJ0812;SPC MI S     -   573,028.29 13,564,686.68   iFT  0.99991156   +1 07 26.2
 OJ0812;UTM  17      - 4,768,963.207   360,339.802   MT  0.99983995   -1 10 16.4
 OJ0812
 OJ0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0812!SPC MI S     -   0.99996888  x   0.99991156  =   0.99988044
 OJ0812!UTM  17      -   0.99996888  x   0.99983995  =   0.99980884
 OJ0812
 OJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6033968963(NAD 83)
 OJ0812
 OJ0812                          SUPERSEDED SURVEY CONTROL
 OJ0812
 OJ0812  NAD 83(1986)-  43 03 37.87101(N)    082 42 54.43749(W) AD(       ) 2
 OJ0812  NAD 27      -  43 03 37.77315(N)    082 42 54.70432(W) AD(       ) 2
 OJ0812  NGVD 29 (07/19/86)  233.2    (m)          765.     (f) VERT ANG       
 OJ0812
 OJ0812.Superseded values are not recommended for survey control.
 OJ0812
 OJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0812.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0812
 OJ0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0812_STAMPING: 77002 AZ 1 1976
 OJ0812_MARK LOGO: MIDH
 OJ0812_PROJECTION: RECESSED 4 CENTIMETERS
 OJ0812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0812+STABILITY: SURFACE MOTION
 OJ0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0812+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0812
 OJ0812  HISTORY     - Date     Condition        Report By
 OJ0812  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0812  HISTORY     - 20061212 GOOD             MIDT
 OJ0812
 OJ0812                          STATION DESCRIPTION
 OJ0812
 OJ0812'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0812'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST OF AVOCA, 3
 OJ0812'MILES SOUTHEAST OF BROCKWAY, 5-1/2 MILES NORTHEAST OF EMMETT
 OJ0812'ON STATE HIGHWAY RIGHT-OF-WAY.
 OJ0812'
 OJ0812'TO REACH THE STATION FROM THE INTERSECTION OF KILGORE ROAD AND
 OJ0812'M-136 AT AVOCA GO WEST ALONG M-136 FOR 1 MILE TO THE STATION
 OJ0812'ON THE LEFT.
 OJ0812'
 OJ0812'AZIMUTH MARK 1, STAMPED---AZ 1 77002 1976---, ARE REFERENCE
 OJ0812'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0812'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0812'IT IS 36 FEET WEST OF THE CENTER OF BROWN ROAD AND 32-1/2 FEET
 OJ0812'SOUTH OF THE CENTER OF M-136.  THE UNDERGROUND DISK IS SET IN
 OJ0812'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0812'THE GROUND SURFACE.
 OJ0812'
 OJ0812'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0812'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0812'DESCRIBED BY G.P. ROSENDALE.
 OJ0812
 OJ0812                          STATION RECOVERY (2006)
 OJ0812
 OJ0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0812'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 OJ0812'5.79 METERS (19.0 FEET) NORTHWEST OF A POWER POLE, 2.13 METERS (7
 OJ0812'FEET) NORTH OF A TELEPHONE BOX, AND 1.07 METERS (3.5 FEET) SOUTH OF A
 OJ0812'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0806 ***********************************************************************
 OJ0806  DESIGNATION -  77002 AZ MK 2
 OJ0806  PID         -  OJ0806
 OJ0806  STATE/COUNTY-  MI/ST CLAIR
 OJ0806  COUNTRY     -  US
 OJ0806  USGS QUAD   -  AVOCA (2017)
 OJ0806
 OJ0806                         *CURRENT SURVEY CONTROL
 OJ0806  ______________________________________________________________________
 OJ0806* NAD 83(1994) POSITION- 43 03 41.91426(N) 082 41 45.15056(W)   ADJUSTED
 OJ0806* NAVD 88 ORTHO HEIGHT -   233.031 (meters)      764.54  (feet) ADJUSTED
 OJ0806  ______________________________________________________________________
 OJ0806  GEOID HEIGHT    -        -34.651 (meters)                     GEOID18
 OJ0806  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 OJ0806  DYNAMIC HEIGHT  -        232.976 (meters)      764.36  (feet) COMP
 OJ0806  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 OJ0806
 OJ0806  HORZ ORDER      -  SECOND
 OJ0806  VERT ORDER      -  SECOND    CLASS I
 OJ0806
 OJ0806.The horizontal coordinates were established by classical geodetic methods
 OJ0806.and adjusted by the National Geodetic Survey in February 1997.
 OJ0806
 OJ0806.The orthometric height was determined by differential leveling and
 OJ0806.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0806.in July 2007.
 OJ0806
 OJ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0806.GEOID18 height accuracy estimate available here.
 OJ0806
 OJ0806.Click photographs - Photos may exist for this station.
 OJ0806
 OJ0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0806
 OJ0806.The dynamic height is computed by dividing the NAVD 88
 OJ0806.geopotential number by the normal gravity value computed on the
 OJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0806.degrees latitude (g = 980.6199 gals.).
 OJ0806
 OJ0806.The modeled gravity was interpolated from observed gravity values.
 OJ0806
 OJ0806. The following values were computed from the NAD 83(1994) position.
 OJ0806
 OJ0806;                    North         East     Units Scale Factor Converg.
 OJ0806;SPC MI S     -   174,814.344 4,136,080.724   MT  0.99991162   +1 08 13.3
 OJ0806;SPC MI S     -   573,537.87 13,569,818.65   iFT  0.99991162   +1 08 13.3
 OJ0806;UTM  17      - 4,769,055.753   361,908.874   MT  0.99983459   -1 09 29.2
 OJ0806
 OJ0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0806!SPC MI S     -   0.99996889  x   0.99991162  =   0.99988051
 OJ0806!UTM  17      -   0.99996889  x   0.99983459  =   0.99980349
 OJ0806
 OJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6190869055(NAD 83)
 OJ0806
 OJ0806                          SUPERSEDED SURVEY CONTROL
 OJ0806
 OJ0806  NAD 83(1986)-  43 03 41.90320(N)    082 41 45.18104(W) AD(       ) 2
 OJ0806  NAD 27      -  43 03 41.80500(N)    082 41 45.45012(W) AD(       ) 2
 OJ0806  NGVD 29 (07/19/86)  233.4    (m)          766.     (f) VERT ANG       
 OJ0806
 OJ0806.Superseded values are not recommended for survey control.
 OJ0806
 OJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0806.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0806
 OJ0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0806_STAMPING: 77002 AZ 2 1976
 OJ0806_MARK LOGO: MIDH
 OJ0806_PROJECTION: FLUSH
 OJ0806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0806+STABILITY: SURFACE MOTION
 OJ0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0806+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0806
 OJ0806  HISTORY     - Date     Condition        Report By
 OJ0806  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0806  HISTORY     - 20061212 GOOD             MIDT
 OJ0806
 OJ0806                          STATION DESCRIPTION
 OJ0806
 OJ0806'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0806'THE STATION IS LOCATED AT AVOCA, AND ON STATE ROAD RIGHT-
 OJ0806'OF-WAY PROPERTY IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 OJ0806'OF KILGORE ROAD AND M-136.
 OJ0806'
 OJ0806'AZIMUTH MARK 2, STAMPED---AZ 2 77002 1976---, ARE REFERENCE
 OJ0806'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0806'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0806'IT IS 111 FEET WEST OF THE CENTER OF KILGORE ROAD, 42.6 FEET
 OJ0806'SOUTH OF THE CENTERLINE OF M-136 AND 29.2 FEET NORTH-NORTHEAST
 OJ0806'OF THE CURVE OF THE CENTERLINE FROM KILGOR ROAD TO M-136.
 OJ0806'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0806'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0806'
 OJ0806'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0806'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0806'DESCRIBED BY G.P. ROSENDALE.
 OJ0806
 OJ0806                          STATION RECOVERY (2006)
 OJ0806
 OJ0806'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0806'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  CARSONITE
 OJ0806'WITNESS POST 1.07 METERS (3.5 FEET) NORTH OF THE STATION, AND 29.96
 OJ0806'METERS   (98.3 FEET) NORTHWEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0809 ***********************************************************************
 OJ0809  DESIGNATION -  77002 RM 1
 OJ0809  PID         -  OJ0809
 OJ0809  STATE/COUNTY-  MI/ST CLAIR
 OJ0809  COUNTRY     -  US
 OJ0809  USGS QUAD   -  AVOCA (2017)
 OJ0809
 OJ0809                         *CURRENT SURVEY CONTROL
 OJ0809  ______________________________________________________________________
 OJ0809* NAD 83(1994) POSITION- 43 03 40.60218(N) 082 42 18.02729(W)   ADJUSTED
 OJ0809* NAVD 88 ORTHO HEIGHT -   233.5   (meters)      766.    (feet) VERTCON3
 OJ0809  ______________________________________________________________________
 OJ0809  GEOID HEIGHT    -        -34.650 (meters)                     GEOID18
 OJ0809  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 OJ0809  HORZ ORDER      -  SECOND
 OJ0809
 OJ0809.The horizontal coordinates were established by classical geodetic methods
 OJ0809.and adjusted by the National Geodetic Survey in February 1997.
 OJ0809
 OJ0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0809
 OJ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0809.GEOID18 height accuracy estimate available here.
 OJ0809
 OJ0809.Click photographs - Photos may exist for this station.
 OJ0809
 OJ0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0809
 OJ0809. The following values were computed from the NAD 83(1994) position.
 OJ0809
 OJ0809;                    North         East     Units Scale Factor Converg.
 OJ0809;SPC MI S     -   174,759.145 4,135,337.813   MT  0.99991160   +1 07 50.9
 OJ0809;SPC MI S     -   573,356.77 13,567,381.28   iFT  0.99991160   +1 07 50.9
 OJ0809;UTM  17      - 4,769,030.352   361,164.405   MT  0.99983712   -1 09 51.6
 OJ0809
 OJ0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0809!SPC MI S     -   0.99996882  x   0.99991160  =   0.99988042
 OJ0809!UTM  17      -   0.99996882  x   0.99983712  =   0.99980595
 OJ0809
 OJ0809:                Primary Azimuth Mark                     Grid Az
 OJ0809:SPC MI S     -  AVOCA RESET                              223 49 45.1
 OJ0809:UTM  17      -  AVOCA RESET                              226 07 27.6
 OJ0809
 OJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6116469030(NAD 83)
 OJ0809
 OJ0809|---------------------------------------------------------------------|
 OJ0809| PID    Reference Object                     Distance      Geod. Az  |
 OJ0809|                                                           dddmmss.s |
 OJ0809| OJ0805 AVOCA RESET                         APPROX. 3.8 KM 2245736.0 |
 OJ0809| OJ0810 77002                                12.604 METERS 26555     |
 OJ0809|---------------------------------------------------------------------|
 OJ0809
 OJ0809                          SUPERSEDED SURVEY CONTROL
 OJ0809
 OJ0809  NAD 83(1986)-  43 03 40.59125(N)    082 42 18.05777(W) AD(       ) 2
 OJ0809  NAD 27      -  43 03 40.49321(N)    082 42 18.32577(W) AD(       ) 2
 OJ0809  NGVD 29 (07/19/86)  233.6    (m)          766.     (f) VERT ANG       
 OJ0809
 OJ0809.Superseded values are not recommended for survey control.
 OJ0809
 OJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0809.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0809
 OJ0809_MARKER: DD = SURVEY DISK
 OJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0809_STAMPING: RM 1 77002 1976
 OJ0809_MARK LOGO: MIDH
 OJ0809_PROJECTION: FLUSH
 OJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0809+STABILITY: SURFACE MOTION
 OJ0809
 OJ0809  HISTORY     - Date     Condition        Report By
 OJ0809  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0809
 OJ0809                          STATION DESCRIPTION
 OJ0809
 OJ0809'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0809'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF RUBY, 3.2
 OJ0809'MI (5.1 KM) EAST-SOUTHEAST OF BROCKWAY AND 0.7 MI (1.1 KM) WEST OF
 OJ0809'AVOCA.
 OJ0809'
 OJ0809'TO REACH FROM THE INTERSECTION OF KILGORE ROAD AND M-136 AT AVOCA, GO
 OJ0809'WEST ALONG M-136 FOR 1/2 MI (0.80 KM) TO THE MARK ON THE RIGHT.
 OJ0809'
 OJ0809'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0809'MONUMENT 73 FT (22.3 M) WEST OF STATION 77002, 59.7 FT (18.2 M)
 OJ0809'WEST-SOUTHWEST OF A UTILITY POLE AND 33 FT (10.1 M) NORTH OF THE
 OJ0809'CENTERLINE OF M-136.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0825 ***********************************************************************
 OJ0825  DESIGNATION -  77003
 OJ0825  PID         -  OJ0825
 OJ0825  STATE/COUNTY-  MI/ST CLAIR
 OJ0825  COUNTRY     -  US
 OJ0825  USGS QUAD   -  BROCKWAY (2017)
 OJ0825
 OJ0825                         *CURRENT SURVEY CONTROL
 OJ0825  ______________________________________________________________________
 OJ0825* NAD 83(1994) POSITION- 43 05 15.02225(N) 082 45 56.91714(W)   ADJUSTED
 OJ0825* NAVD 88 ORTHO HEIGHT -   245.8   (meters)      806.    (feet) VERTCON3
 OJ0825  ______________________________________________________________________
 OJ0825  GEOID HEIGHT    -        -34.620 (meters)                     GEOID18
 OJ0825  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OJ0825  HORZ ORDER      -  SECOND
 OJ0825
 OJ0825.The horizontal coordinates were established by classical geodetic methods
 OJ0825.and adjusted by the National Geodetic Survey in February 1997.
 OJ0825
 OJ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0825
 OJ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0825.GEOID18 height accuracy estimate available here.
 OJ0825
 OJ0825.Click photographs - Photos may exist for this station.
 OJ0825
 OJ0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0825
 OJ0825. The following values were computed from the NAD 83(1994) position.
 OJ0825
 OJ0825;                    North         East     Units Scale Factor Converg.
 OJ0825;SPC MI S     -   177,576.168 4,130,330.802   MT  0.99991311   +1 05 21.9
 OJ0825;SPC MI S     -   582,598.98 13,550,954.07   iFT  0.99991311   +1 05 21.9
 OJ0825;UTM  17      - 4,772,045.461   356,274.570   MT  0.99985412   -1 12 23.2
 OJ0825
 OJ0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0825!SPC MI S     -   0.99996689  x   0.99991311  =   0.99988000
 OJ0825!UTM  17      -   0.99996689  x   0.99985412  =   0.99982101
 OJ0825
 OJ0825:                Primary Azimuth Mark                     Grid Az
 OJ0825:SPC MI S     -  77003 AZ MK 1                            085 53 46.5
 OJ0825:UTM  17      -  77003 AZ MK 1                            088 11 31.6
 OJ0825
 OJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5627472045(NAD 83)
 OJ0825
 OJ0825|---------------------------------------------------------------------|
 OJ0825| PID    Reference Object                     Distance      Geod. Az  |
 OJ0825|                                                           dddmmss.s |
 OJ0825| OJ0808 AVOCA GREENWOOD ENERGY STACK        APPROX. 6.0 KM 0702848.3 |
 OJ0825| OJ0824 77003 RM 1                            7.764 METERS 08618     |
 OJ0825| OJ0820 77003 AZ MK 1                       APPROX. 0.8 KM 0865908.4 |
 OJ0825| CH0706 77003 RM 2                           16.358 METERS 17732     |
 OJ0825| OJ0827 77003 AZ MK 2                       APPROX. 1.3 KM 3561604.3 |
 OJ0825|---------------------------------------------------------------------|
 OJ0825
 OJ0825                          SUPERSEDED SURVEY CONTROL
 OJ0825
 OJ0825  NAD 83(1986)-  43 05 15.01220(N)    082 45 56.94685(W) AD(       ) 2
 OJ0825  NAD 27      -  43 05 14.91606(N)    082 45 57.20665(W) AD(       ) 2
 OJ0825  NGVD 29 (07/19/86)  245.9    (m)          807.     (f) VERT ANG       
 OJ0825
 OJ0825.Superseded values are not recommended for survey control.
 OJ0825
 OJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0825.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0825
 OJ0825_MARKER: DD = SURVEY DISK
 OJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0825_STAMPING: 77003 1976
 OJ0825_MARK LOGO: MIDH
 OJ0825_PROJECTION: FLUSH
 OJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0825+STABILITY: SURFACE MOTION
 OJ0825
 OJ0825  HISTORY     - Date     Condition        Report By
 OJ0825  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0825
 OJ0825                          STATION DESCRIPTION
 OJ0825
 OJ0825'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0825'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0825'4 MILES NORTHWEST OF AVOCA, 6.5 MILES NORTH OF EMMETT AND IN
 OJ0825'THE SOUTHEAST 1/4 OF SECTION 25, T 8 N, R 14 E.
 OJ0825'
 OJ0825'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0825'ALONG M-19 FOR 6.9 MILES TO NORMAN ROAD AND THE STATION ON THE
 OJ0825'RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO EAST ALONG
 OJ0825'NORMAN ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.  TO REACH
 OJ0825'AZIMUTH MARK 2 FROM THE STATION GO NORTH ALONG M-19 FOR 0.8
 OJ0825'MILE TO THE MARK ON THE LEFT.
 OJ0825'
 OJ0825'STATION MARKS, STAMPED---77003 1976---, ARE MICHIGAN DEPARTMENT
 OJ0825'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0825'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0825'SURFACE.  IT IS 59.8 FEET NORTH-NORTHEAST OF A UTILITY POLE, 51
 OJ0825'FEET EAST OF THE CENTERLINE OF M-19 AND 26 FEET NORTH OF THE
 OJ0825'CENTERLINE OF NORMAN ROAD.
 OJ0825'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0825'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0825'
 OJ0825'REFERENCE MARK 1, STAMPED---NO 1 77003 1976---, IS SET IN THE
 OJ0825'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0825'GROUND SURFACE.  IT IS 71.1 FEET NORTHEAST OF A UTILITY POLE,
 OJ0825'26 FEET NORTH OF THE CENTERLINE OF NORMAN ROAD AND 25.5 FEET
 OJ0825'EAST OF THE STATION.
 OJ0825'
 OJ0825'REFERENCE MARK 2, STAMPED---NO 2 77003 1976---, IS SET IN THE
 OJ0825'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0825'GROUND SURFACE.  IT IS 51 FEET EAST OF THE CENTERLINE OF M-19
 OJ0825'28 FEET SOUTH OF THE CENTERLINE OF NORMAN ROAD AND 17 FEET
 OJ0825'EAST OF A TELEPHONE POLE.
 OJ0825'
 OJ0825'AZIMUTH MARK 1, STAMPED---AZ 1 77003 1976---, IS A REFERENCE MARK
 OJ0825'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0825'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 OJ0825'NORTH OF THE CENTER OF NORMAN ROAD, 26 FEET EAST OF THE CENTER
 OJ0825'OF CORK ROAD AND 7 FEET NORTH-NORTHWEST OF A FENCE CORNER AND
 OJ0825'4 FEET SOUTH OF A WITNESS POST.
 OJ0825'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0825'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0825'
 OJ0825'AZIMUTH MARK 2, STAMPED---AZ 2 77003 1976---, IS A REFERENCE MARK
 OJ0825'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0825'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 224.5
 OJ0825'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF AN 18 INCH
 OJ0825'CULVERT WITH HEADWALLS, 115 FEET SOUTHWEST OF A TRAFFIC, (CURVE
 OJ0825'AND SPEED LIMIT SIGN) AND 30.5 FEET WEST OF THE CENTERLINE OF
 OJ0825'M-19.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0825'
 OJ0825'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0825'
 OJ0825'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OJ0825'DESCRIBED BY G. ANDERSON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0820 ***********************************************************************
 OJ0820  DESIGNATION -  77003 AZ MK 1
 OJ0820  PID         -  OJ0820
 OJ0820  STATE/COUNTY-  MI/ST CLAIR
 OJ0820  COUNTRY     -  US
 OJ0820  USGS QUAD   -  BROCKWAY (2017)
 OJ0820
 OJ0820                         *CURRENT SURVEY CONTROL
 OJ0820  ______________________________________________________________________
 OJ0820* NAD 83(1994) POSITION- 43 05 16.37323(N) 082 45 21.87479(W)   ADJUSTED
 OJ0820* NAVD 88 ORTHO HEIGHT -   244.4   (meters)      802.    (feet) VERTCON3
 OJ0820  ______________________________________________________________________
 OJ0820  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 OJ0820  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 OJ0820  HORZ ORDER      -  SECOND
 OJ0820
 OJ0820.The horizontal coordinates were established by classical geodetic methods
 OJ0820.and adjusted by the National Geodetic Survey in February 1997.
 OJ0820
 OJ0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0820
 OJ0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0820.GEOID18 height accuracy estimate available here.
 OJ0820
 OJ0820.Click photographs - Photos may exist for this station.
 OJ0820
 OJ0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0820
 OJ0820. The following values were computed from the NAD 83(1994) position.
 OJ0820
 OJ0820;                    North         East     Units Scale Factor Converg.
 OJ0820;SPC MI S     -   177,632.961 4,131,122.383   MT  0.99991313   +1 05 45.8
 OJ0820;SPC MI S     -   582,785.31 13,553,551.13   iFT  0.99991313   +1 05 45.8
 OJ0820;UTM  17      - 4,772,070.497   357,067.742   MT  0.99985132   -1 11 59.3
 OJ0820
 OJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0820!SPC MI S     -   0.99996711  x   0.99991313  =   0.99988024
 OJ0820!UTM  17      -   0.99996711  x   0.99985132  =   0.99981843
 OJ0820
 OJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5706772070(NAD 83)
 OJ0820
 OJ0820                          SUPERSEDED SURVEY CONTROL
 OJ0820
 OJ0820  NAD 83(1986)-  43 05 16.36304(N)    082 45 21.90451(W) AD(       ) 2
 OJ0820  NAD 27      -  43 05 16.26672(N)    082 45 22.16545(W) AD(       ) 2
 OJ0820  NGVD 29 (07/19/86)  244.5    (m)          802.     (f) VERT ANG       
 OJ0820
 OJ0820.Superseded values are not recommended for survey control.
 OJ0820
 OJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0820.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0820
 OJ0820_MARKER: DR = REFERENCE MARK DISK
 OJ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0820_STAMPING: AZ 1 77003 1976
 OJ0820_MARK LOGO: MIDH
 OJ0820_PROJECTION: FLUSH
 OJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0820+STABILITY: SURFACE MOTION
 OJ0820
 OJ0820  HISTORY     - Date     Condition        Report By
 OJ0820  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0820
 OJ0820                          STATION DESCRIPTION
 OJ0820
 OJ0820'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0820'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0820'4 MILES NORTHWEST OF AVOCA, 6.5 MILES NORTH OF EMMETT.
 OJ0820'
 OJ0820'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0820'ALONG M-19 FOR 6.9 MILES TO NORMAN ROAD TURN RIGHT AND GO EAST
 OJ0820'ALONG NORMAN ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 OJ0820'
 OJ0820'AZIMUTH MARK 1, STAMPED---AZ 1 77003 1976---, IS A REFERENCE MARK
 OJ0820'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0820'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 OJ0820'NORTH OF THE CENTER OF NORMAN ROAD, 26 FEET EAST OF THE CENTER
 OJ0820'OF CORK ROAD AND 7 FEET NORTH-NORTHWEST OF A FENCE CORNER AND
 OJ0820'4 FEET SOUTH OF A WITNESS POST.
 OJ0820'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0820'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0820'
 OJ0820'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77003 MIDH.
 OJ0820'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0820'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0827 ***********************************************************************
 OJ0827  DESIGNATION -  77003 AZ MK 2
 OJ0827  PID         -  OJ0827
 OJ0827  STATE/COUNTY-  MI/ST CLAIR
 OJ0827  COUNTRY     -  US
 OJ0827  USGS QUAD   -  BROCKWAY (2017)
 OJ0827
 OJ0827                         *CURRENT SURVEY CONTROL
 OJ0827  ______________________________________________________________________
 OJ0827* NAD 83(1994) POSITION- 43 05 56.36618(N) 082 46 00.59738(W)   ADJUSTED
 OJ0827* NAVD 88 ORTHO HEIGHT -   244.2   (meters)      801.    (feet) VERTCON3
 OJ0827  ______________________________________________________________________
 OJ0827  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 OJ0827  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 OJ0827  HORZ ORDER      -  SECOND
 OJ0827
 OJ0827.The horizontal coordinates were established by classical geodetic methods
 OJ0827.and adjusted by the National Geodetic Survey in February 1997.
 OJ0827
 OJ0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0827
 OJ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0827.GEOID18 height accuracy estimate available here.
 OJ0827
 OJ0827.Click photographs - Photos may exist for this station.
 OJ0827
 OJ0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0827
 OJ0827. The following values were computed from the NAD 83(1994) position.
 OJ0827
 OJ0827;                    North         East     Units Scale Factor Converg.
 OJ0827;SPC MI S     -   178,850.102 4,130,223.344   MT  0.99991383   +1 05 19.4
 OJ0827;SPC MI S     -   586,778.55 13,550,601.52   iFT  0.99991383   +1 05 19.4
 OJ0827;UTM  17      - 4,773,322.602   356,218.238   MT  0.99985432   -1 12 26.7
 OJ0827
 OJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0827!SPC MI S     -   0.99996714  x   0.99991383  =   0.99988097
 OJ0827!UTM  17      -   0.99996714  x   0.99985432  =   0.99982146
 OJ0827
 OJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5621873322(NAD 83)
 OJ0827
 OJ0827                          SUPERSEDED SURVEY CONTROL
 OJ0827
 OJ0827  NAD 83(1986)-  43 05 56.35614(N)    082 46 00.62679(W) AD(       ) 2
 OJ0827  NAD 27      -  43 05 56.26033(N)    082 46 00.88603(W) AD(       ) 2
 OJ0827  NGVD 29 (07/19/86)  244.3    (m)          802.     (f) VERT ANG       
 OJ0827
 OJ0827.Superseded values are not recommended for survey control.
 OJ0827
 OJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0827.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0827
 OJ0827_MARKER: DR = REFERENCE MARK DISK
 OJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0827_STAMPING: AZ 2 77003 1976
 OJ0827_MARK LOGO: MIDH
 OJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0827+STABILITY: SURFACE MOTION
 OJ0827
 OJ0827  HISTORY     - Date     Condition        Report By
 OJ0827  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0827
 OJ0827                          STATION DESCRIPTION
 OJ0827
 OJ0827'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0827'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0827'4 MILES NORTHWEST OF AVOCA, AND 7.7 MILES NORTH OF EMMETT.
 OJ0827'
 OJ0827'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0827'ALONG M-19 FOR 7.7 MILES TO THE MARK ON THE LEFT.
 OJ0827'
 OJ0827'AZIMUTH MARK 2, STAMPED---AZ 2 77003 1976---, IS A REFERENCE MARK
 OJ0827'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0827'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 224.5
 OJ0827'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF AN 18 INCH
 OJ0827'CULVERT WITH HEADWALLS, 115 FEET SOUTHWEST OF A TRAFFIC, (CURVE
 OJ0827'AND SPEED LIMIT SIGN) AND 30.5 FEET WEST OF THE CENTERLINE OF
 OJ0827'M-19.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0827'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OJ0827'
 OJ0827'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77003 MIDH.
 OJ0827'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0827'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0824 ***********************************************************************
 OJ0824  DESIGNATION -  77003 RM 1
 OJ0824  PID         -  OJ0824
 OJ0824  STATE/COUNTY-  MI/ST CLAIR
 OJ0824  COUNTRY     -  US
 OJ0824  USGS QUAD   -  BROCKWAY (2017)
 OJ0824
 OJ0824                         *CURRENT SURVEY CONTROL
 OJ0824  ______________________________________________________________________
 OJ0824* NAD 83(1994) POSITION- 43 05 15.03850(N) 082 45 56.57461(W)   ADJUSTED
 OJ0824* NAVD 88 ORTHO HEIGHT -   245.7   (meters)      806.    (feet) VERTCON3
 OJ0824  ______________________________________________________________________
 OJ0824  GEOID HEIGHT    -        -34.620 (meters)                     GEOID18
 OJ0824  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OJ0824  HORZ ORDER      -  SECOND
 OJ0824
 OJ0824.The horizontal coordinates were established by classical geodetic methods
 OJ0824.and adjusted by the National Geodetic Survey in February 1997.
 OJ0824
 OJ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0824
 OJ0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0824.GEOID18 height accuracy estimate available here.
 OJ0824
 OJ0824.Click photographs - Photos may exist for this station.
 OJ0824
 OJ0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0824
 OJ0824. The following values were computed from the NAD 83(1994) position.
 OJ0824
 OJ0824;                    North         East     Units Scale Factor Converg.
 OJ0824;SPC MI S     -   177,576.816 4,130,338.538   MT  0.99991311   +1 05 22.2
 OJ0824;SPC MI S     -   582,601.10 13,550,979.46   iFT  0.99991311   +1 05 22.2
 OJ0824;UTM  17      - 4,772,045.799   356,282.325   MT  0.99985409   -1 12 23.0
 OJ0824
 OJ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0824!SPC MI S     -   0.99996690  x   0.99991311  =   0.99988001
 OJ0824!UTM  17      -   0.99996690  x   0.99985409  =   0.99982100
 OJ0824
 OJ0824:                Primary Azimuth Mark                     Grid Az
 OJ0824:SPC MI S     -  AVOCA RESET                              157 18 35.4
 OJ0824:UTM  17      -  AVOCA RESET                              159 36 20.6
 OJ0824
 OJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5628272045(NAD 83)
 OJ0824
 OJ0824|---------------------------------------------------------------------|
 OJ0824| PID    Reference Object                     Distance      Geod. Az  |
 OJ0824|                                                           dddmmss.s |
 OJ0824| OJ0805 AVOCA RESET                         APPROX. 6.1 KM 1582357.6 |
 OJ0824| OJ0825 77003                                 7.764 METERS 26618     |
 OJ0824|---------------------------------------------------------------------|
 OJ0824
 OJ0824                          SUPERSEDED SURVEY CONTROL
 OJ0824
 OJ0824  NAD 83(1986)-  43 05 15.02844(N)    082 45 56.60432(W) AD(       ) 2
 OJ0824  NAD 27      -  43 05 14.93231(N)    082 45 56.86413(W) AD(       ) 2
 OJ0824  NGVD 29 (07/19/86)  245.8    (m)          806.     (f) VERT ANG       
 OJ0824
 OJ0824.Superseded values are not recommended for survey control.
 OJ0824
 OJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0824.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0824
 OJ0824_MARKER: DD = SURVEY DISK
 OJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0824_STAMPING: NO 1 77002 1976
 OJ0824_MARK LOGO: MIDH
 OJ0824_PROJECTION: FLUSH
 OJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0824+STABILITY: SURFACE MOTION
 OJ0824
 OJ0824  HISTORY     - Date     Condition        Report By
 OJ0824  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0824
 OJ0824                          STATION DESCRIPTION
 OJ0824
 OJ0824'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0824'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) WEST-NORTHWEST OF AVOCA, 3.4
 OJ0824'MI (5.5 KM) SOUTH-SOUTHEAST OF YALE AND 0.9 MI (1.4 KM) NORTH OF
 OJ0824'BROCKWAY.
 OJ0824'
 OJ0824'TO REACH FROM THE POST OFFICE IN EMMETT, GO NORTH ALONG M-19 FOR 6.9
 OJ0824'MI (11.1 KM) TO NORMAN ROAD AND THE MARK.
 OJ0824'
 OJ0824'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE 71.1 FT
 OJ0824'(21.7 M) NORTHEAST OF A UTILITY POLE, 26 FT (7.9 M) NORTH OF THE
 OJ0824'CENTERLINE OF NORMAN ROAD AND 25.5 FT (7.8 M) EAST OF STATION 77003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0717 ***********************************************************************
 OJ0717  DESIGNATION -  77004
 OJ0717  PID         -  OJ0717
 OJ0717  STATE/COUNTY-  MI/ST CLAIR
 OJ0717  COUNTRY     -  US
 OJ0717  USGS QUAD   -  LAKEPORT (2017)
 OJ0717
 OJ0717                         *CURRENT SURVEY CONTROL
 OJ0717  ______________________________________________________________________
 OJ0717* NAD 83(1994) POSITION- 43 06 28.05406(N) 082 29 15.60703(W)   ADJUSTED
 OJ0717* NAVD 88 ORTHO HEIGHT -   182.1   (meters)      597.    (feet) VERTCON3
 OJ0717  ______________________________________________________________________
 OJ0717  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 OJ0717  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 OJ0717  HORZ ORDER      -  SECOND
 OJ0717
 OJ0717.The horizontal coordinates were established by classical geodetic methods
 OJ0717.and adjusted by the National Geodetic Survey in February 1997.
 OJ0717
 OJ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0717
 OJ0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0717.GEOID18 height accuracy estimate available here.
 OJ0717
 OJ0717.Click photographs - Photos may exist for this station.
 OJ0717
 OJ0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0717
 OJ0717. The following values were computed from the NAD 83(1994) position.
 OJ0717
 OJ0717;                    North         East     Units Scale Factor Converg.
 OJ0717;SPC MI S     -   180,297.109 4,152,921.430   MT  0.99991442   +1 16 43.4
 OJ0717;SPC MI S     -   591,525.95 13,625,070.31   iFT  0.99991442   +1 16 43.4
 OJ0717;UTM  17      - 4,773,859.138   378,953.844   MT  0.99978025   -1 01 00.3
 OJ0717
 OJ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0717!SPC MI S     -   0.99997691  x   0.99991442  =   0.99989133
 OJ0717!UTM  17      -   0.99997691  x   0.99978025  =   0.99975716
 OJ0717
 OJ0717:                Primary Azimuth Mark                     Grid Az
 OJ0717:SPC MI S     -  METCALF                                  150 15 30.0
 OJ0717:UTM  17      -  METCALF                                  152 33 13.7
 OJ0717
 OJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7895373859(NAD 83)
 OJ0717
 OJ0717|---------------------------------------------------------------------|
 OJ0717| PID    Reference Object                     Distance      Geod. Az  |
 OJ0717|                                                           dddmmss.s |
 OJ0717| CH0707 77004 RM 1                            9.898 METERS 11014     |
 OJ0717| OJ0713 METCALF                             APPROX. 3.1 KM 1513213.4 |
 OJ0717| OJ0718 77004 RM 2                            6.769 METERS 19206     |
 OJ0717| OJ0714 77004 AZ MK                         286.036 METERS 32243     |
 OJ0717|---------------------------------------------------------------------|
 OJ0717
 OJ0717                          SUPERSEDED SURVEY CONTROL
 OJ0717
 OJ0717  NAD 83(1986)-  43 06 28.04005(N)    082 29 15.63716(W) AD(       ) 2
 OJ0717  NAD 27      -  43 06 27.93630(N)    082 29 15.92320(W) AD(       ) 2
 OJ0717  NGVD 29 (07/19/86)  182.2    (m)          598.     (f) VERT ANG       
 OJ0717
 OJ0717.Superseded values are not recommended for survey control.
 OJ0717
 OJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0717.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0717
 OJ0717_MARKER: DD = SURVEY DISK
 OJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0717_STAMPING: 77004 1977
 OJ0717_MARK LOGO: MIDH
 OJ0717_PROJECTION: FLUSH
 OJ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0717+STABILITY: SURFACE MOTION
 OJ0717
 OJ0717  HISTORY     - Date     Condition        Report By
 OJ0717  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0717  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0717  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0717
 OJ0717                          STATION DESCRIPTION
 OJ0717
 OJ0717'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0717'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF PORT
 OJ0717'HURON, AT LAKE PORT AND IN THE LAKEPORT STATE PARK AND IN THE
 OJ0717'NORTHEAST 1/4 OF SECTION 29, T 8 N, R 17 E.
 OJ0717'
 OJ0717'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0717'SOUTH ALONG HIGHWAY M-25 FOR 0.1 MILE TO LAKEPORT DRIVE, GO
 OJ0717'EAST ON LAKEPORT DRIVE FOR 300 FEET TO THE PARK SERVICE DRIVE
 OJ0717'GATE AND CONTINUE SOUTHEAST ON GRAVEL DRIVE FOR 750 FEET TO THE
 OJ0717'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM STATION
 OJ0717'GO NORTHWEST ON GRAVEL DRIVE FOR 750 FEET TO PARK GATE, GO WEST
 OJ0717'ON LAKEPORT DRIVE FOR 300 FEET TO M-25, GO NORTH ON M-25 FOR 86
 OJ0717'FEET TO THE MARK ON THE RIGHT.
 OJ0717'
 OJ0717'STATION MARKS, STAMPED---77004 1977---, ARE MICHIGAN DEPARTMENT
 OJ0717'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0717'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0717'SURFACE.  IT IS 122 FEET NORTH OF THE NORTHWEST CORNER OF A
 OJ0717'PARK BUILDING, 97 FEET EAST THE CENTER OF THE PARK DRIVE, 35
 OJ0717'FEET NORTH OF A 25 INCH PINE TREE, 26.5 FEET NORTHWEST OF A 17
 OJ0717'INCH BALSAM TREE, 14 FEET SOUTHWEST OF A 17 INCH PINE TREE AND
 OJ0717'4.2 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0717'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0717'THE GROUND SURFACE.
 OJ0717'
 OJ0717'REFERENCE MARK 1, STAMPED---NO 1 77004 1977---, IS SET IN THE
 OJ0717'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0717'GROUND SURFACE.  IT IS 34 FEET SOUTHEAST OF A 17 INCH PINE TREE,
 OJ0717'27 FEET SOUTHWEST OF A 34 INCH MAPLE TREE AND 7 FEET EAST OF A
 OJ0717'17 INCH BALSAM TREE.
 OJ0717'
 OJ0717'REFERENCE MARK 2, STAMPED---NO 2 77004 1977---, IS SET IN THE
 OJ0717'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0717'GROUND SURFACE.  IT IS 30.5 FEET WEST OF A 17 INCH BALSAM TREE
 OJ0717'AND 17 FEET NORTHWEST OF A 25 INCH PINE TREE.
 OJ0717'
 OJ0717'AZIMUTH MARK, STAMPED---AZ MK 77004 1977---, IS A REFERENCE
 OJ0717'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0717'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0717'IT IS 86 FEET NORTH OF THE CENTERLINE OF LAKEPORT DRIVE, 51
 OJ0717'FEET SOUTH OF A POWER POLE, 42.5 FEET EAST OF THE CENTER OF
 OJ0717'M-25 AND 4 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK
 OJ0717'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0717'BELOW THE GROUND SURFACE.
 OJ0717'
 OJ0717'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0717'TRANSPORTATION DISKS.
 OJ0717'
 OJ0717'HEIGHT OF LIGHT ABOVE STATION WAS 1.1 METERS.
 OJ0717'DESCRIBED BY R. WESOLOWSKI.
 OJ0717
 OJ0717                          STATION RECOVERY (1999)
 OJ0717
 OJ0717'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0717'MARK NOT FOUND.
 OJ0717
 OJ0717                          STATION RECOVERY (2004)
 OJ0717
 OJ0717'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0717'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0714 ***********************************************************************
 OJ0714  DESIGNATION -  77004 AZ MK
 OJ0714  PID         -  OJ0714
 OJ0714  STATE/COUNTY-  MI/ST CLAIR
 OJ0714  COUNTRY     -  US
 OJ0714  USGS QUAD   -  LAKEPORT (2017)
 OJ0714
 OJ0714                         *CURRENT SURVEY CONTROL
 OJ0714  ______________________________________________________________________
 OJ0714* NAD 83(1994) POSITION- 43 06 35.42840(N) 082 29 23.27111(W)   ADJUSTED
 OJ0714* NAVD 88 ORTHO HEIGHT -   182.0   (meters)      597.    (feet) VERTCON3
 OJ0714  ______________________________________________________________________
 OJ0714  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 OJ0714  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 OJ0714  HORZ ORDER      -  SECOND
 OJ0714
 OJ0714.The horizontal coordinates were established by classical geodetic methods
 OJ0714.and adjusted by the National Geodetic Survey in February 1997.
 OJ0714
 OJ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0714
 OJ0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0714.GEOID18 height accuracy estimate available here.
 OJ0714
 OJ0714.Click photographs - Photos may exist for this station.
 OJ0714
 OJ0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0714
 OJ0714. The following values were computed from the NAD 83(1994) position.
 OJ0714
 OJ0714;                    North         East     Units Scale Factor Converg.
 OJ0714;SPC MI S     -   180,520.738 4,152,743.126   MT  0.99991456   +1 16 38.2
 OJ0714;SPC MI S     -   592,259.64 13,624,485.32   iFT  0.99991456   +1 16 38.2
 OJ0714;UTM  17      - 4,774,089.698   378,784.663   MT  0.99978075   -1 01 05.7
 OJ0714
 OJ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0714!SPC MI S     -   0.99997692  x   0.99991456  =   0.99989148
 OJ0714!UTM  17      -   0.99997692  x   0.99978075  =   0.99975768
 OJ0714
 OJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7878474089(NAD 83)
 OJ0714
 OJ0714                          SUPERSEDED SURVEY CONTROL
 OJ0714
 OJ0714  NAD 83(1986)-  43 06 35.41441(N)    082 29 23.30119(W) AD(       ) 2
 OJ0714  NAD 27      -  43 06 35.31079(N)    082 29 23.58685(W) AD(       ) 2
 OJ0714  NGVD 29 (07/19/86)  182.1    (m)          597.     (f) VERT ANG       
 OJ0714
 OJ0714.Superseded values are not recommended for survey control.
 OJ0714
 OJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0714.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0714
 OJ0714_MARKER: DR = REFERENCE MARK DISK
 OJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0714_STAMPING: AZ MK 77004 1977
 OJ0714_MARK LOGO: MIDH
 OJ0714_PROJECTION: FLUSH
 OJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0714+STABILITY: SURFACE MOTION
 OJ0714
 OJ0714  HISTORY     - Date     Condition        Report By
 OJ0714  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0714  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0714  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0714
 OJ0714                          STATION DESCRIPTION
 OJ0714
 OJ0714'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0714'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF PORT
 OJ0714'HURON, AT LAKE PORT AND ALONG LAKEPORT DRIVE.
 OJ0714'
 OJ0714'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0714'SOUTH ALONG HIGHWAY M-25 FOR 0.1 MILE TO LAKEPORT DRIVE, AND
 OJ0714'THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 OJ0714'M-25 AND LAKEPORT DRIVE.
 OJ0714'
 OJ0714'AZIMUTH MARK, STAMPED---AZ MK 77004 1977---, IS A REFERENCE
 OJ0714'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0714'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0714'IT IS 86 FEET NORTH OF THE CENTERLINE OF LAKEPORT DRIVE, 51
 OJ0714'FEET SOUTH OF A POWER POLE, 42.5 FEET EAST OF THE CENTER OF
 OJ0714'M-25 AND 4 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK
 OJ0714'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0714'BELOW THE GROUND SURFACE.
 OJ0714'
 OJ0714'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0714'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0714'DESCRIBED BY R. WESOLOWSKI.
 OJ0714
 OJ0714                          STATION RECOVERY (1999)
 OJ0714
 OJ0714'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0714'MARK NOT FOUND.
 OJ0714
 OJ0714                          STATION RECOVERY (2004)
 OJ0714
 OJ0714'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0718 ***********************************************************************
 OJ0718  DESIGNATION -  77004 RM 2
 OJ0718  PID         -  OJ0718
 OJ0718  STATE/COUNTY-  MI/ST CLAIR
 OJ0718  COUNTRY     -  US
 OJ0718  USGS QUAD   -  LAKEPORT (2017)
 OJ0718
 OJ0718                         *CURRENT SURVEY CONTROL
 OJ0718  ______________________________________________________________________
 OJ0718* NAD 83(1994) POSITION- 43 06 27.83958(N) 082 29 15.66981(W)   ADJUSTED
 OJ0718* NAVD 88 ORTHO HEIGHT -   182.3   (meters)      598.    (feet) VERTCON3
 OJ0718  ______________________________________________________________________
 OJ0718  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 OJ0718  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 OJ0718  HORZ ORDER      -  SECOND
 OJ0718
 OJ0718.The horizontal coordinates were established by classical geodetic methods
 OJ0718.and adjusted by the National Geodetic Survey in February 1997.
 OJ0718
 OJ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0718
 OJ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0718.GEOID18 height accuracy estimate available here.
 OJ0718
 OJ0718.Click photographs - Photos may exist for this station.
 OJ0718
 OJ0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0718
 OJ0718. The following values were computed from the NAD 83(1994) position.
 OJ0718
 OJ0718;                    North         East     Units Scale Factor Converg.
 OJ0718;SPC MI S     -   180,290.461 4,152,920.159   MT  0.99991441   +1 16 43.3
 OJ0718;SPC MI S     -   591,504.14 13,625,066.14   iFT  0.99991441   +1 16 43.3
 OJ0718;UTM  17      - 4,773,852.547   378,952.307   MT  0.99978025   -1 01 00.4
 OJ0718
 OJ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0718!SPC MI S     -   0.99997688  x   0.99991441  =   0.99989129
 OJ0718!UTM  17      -   0.99997688  x   0.99978025  =   0.99975713
 OJ0718
 OJ0718:                Primary Azimuth Mark                     Grid Az
 OJ0718:SPC MI S     -  METCALF                                  150 10 32.1
 OJ0718:UTM  17      -  METCALF                                  152 28 15.8
 OJ0718
 OJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7895273852(NAD 83)
 OJ0718
 OJ0718|---------------------------------------------------------------------|
 OJ0718| PID    Reference Object                     Distance      Geod. Az  |
 OJ0718|                                                           dddmmss.s |
 OJ0718| OJ0717 77004                                 6.769 METERS 01206     |
 OJ0718| OJ0713 METCALF                             APPROX. 3.0 KM 1512715.4 |
 OJ0718|---------------------------------------------------------------------|
 OJ0718
 OJ0718                          SUPERSEDED SURVEY CONTROL
 OJ0718
 OJ0718  NAD 83(1986)-  43 06 27.82556(N)    082 29 15.69993(W) AD(       ) 2
 OJ0718  NAD 27      -  43 06 27.72182(N)    082 29 15.98598(W) AD(       ) 2
 OJ0718  NGVD 29 (07/19/86)  182.4    (m)          598.     (f) VERT ANG       
 OJ0718
 OJ0718.Superseded values are not recommended for survey control.
 OJ0718
 OJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0718.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0718
 OJ0718_MARKER: DD = SURVEY DISK
 OJ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0718_STAMPING: NO 2 77004 1977
 OJ0718_MARK LOGO: MIDH
 OJ0718_PROJECTION: FLUSH
 OJ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0718+STABILITY: SURFACE MOTION
 OJ0718
 OJ0718  HISTORY     - Date     Condition        Report By
 OJ0718  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0718
 OJ0718                          STATION DESCRIPTION
 OJ0718
 OJ0718'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0718'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF RUBY, 5.7 MI
 OJ0718'(9.2 KM) EAST-SOUTHEAST OF JEDDO AND IN THE TOWN OF LAKEPORT, MI.
 OJ0718'
 OJ0718'TO REACH FROM THE CATHOLIC CHURCH IN LAKEPORT, GO SOUTH ALONG HIGHWAY
 OJ0718'M-25 FOR 0.1 MI (0.2 KM) TO LAKEPORT DRIVE.  GO EAST ON LAKEPORT DRIVE
 OJ0718'FOR 300 FT (91.4 M) TO THE PARK SERVICE DRIVE GATE AND CONTINUE
 OJ0718'SOUTHEAST ON GRAVEL DRIVE FOR 750 FT (228.6 M) TO THE MARK.
 OJ0718'
 OJ0718'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0718'MONUMENT 30.5 FT (9.3 M) WEST OF A 17 INCH (43 CM) BALSAM TREE AND 17
 OJ0718'FT (5.2 M) NORTHWEST OF A 25 INCH (64 CM) PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1198 ***********************************************************************
 NE1198  DESIGNATION -  77005
 NE1198  PID         -  NE1198
 NE1198  STATE/COUNTY-  MI/ST CLAIR
 NE1198  COUNTRY     -  US
 NE1198  USGS QUAD   -  MEMPHIS (2017)
 NE1198
 NE1198                         *CURRENT SURVEY CONTROL
 NE1198  ______________________________________________________________________
 NE1198* NAD 83(1994) POSITION- 42 59 00.15942(N) 082 50 36.84762(W)   ADJUSTED
 NE1198* NAVD 88 ORTHO HEIGHT -   246.40  (+/-2cm)      808.4   (feet) VERTCON3
 NE1198  ______________________________________________________________________
 NE1198  GEOID HEIGHT    -        -34.829 (meters)                     GEOID18
 NE1198  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 NE1198  HORZ ORDER      -  SECOND
 NE1198  VERT ORDER      -  THIRD ? (See Below)
 NE1198
 NE1198.The horizontal coordinates were established by classical geodetic methods
 NE1198.and adjusted by the National Geodetic Survey in February 1997.
 NE1198
 NE1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1198
 NE1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1198.GEOID18 height accuracy estimate available here.
 NE1198
 NE1198.The vertical order pertains to the NGVD 29 superseded value.
 NE1198
 NE1198.Click photographs - Photos may exist for this station.
 NE1198
 NE1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1198
 NE1198. The following values were computed from the NAD 83(1994) position.
 NE1198
 NE1198;                    North         East     Units Scale Factor Converg.
 NE1198;SPC MI S     -   165,893.650 4,124,210.188   MT  0.99990835   +1 02 11.4
 NE1198;SPC MI S     -   544,270.51 13,530,873.32   iFT  0.99990835   +1 02 11.4
 NE1198;UTM  17      - 4,760,617.897   349,691.377   MT  0.99987794   -1 15 25.8
 NE1198
 NE1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1198!SPC MI S     -   0.99996682  x   0.99990835  =   0.99987518
 NE1198!UTM  17      -   0.99996682  x   0.99987794  =   0.99984477
 NE1198
 NE1198:                Primary Azimuth Mark                     Grid Az
 NE1198:SPC MI S     -  77005 AZ MK 1                            176 18 17.9
 NE1198:UTM  17      -  77005 AZ MK 1                            178 35 55.1
 NE1198
 NE1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4969160617(NAD 83)
 NE1198
 NE1198|---------------------------------------------------------------------|
 NE1198| PID    Reference Object                     Distance      Geod. Az  |
 NE1198|                                                           dddmmss.s |
 NE1198| NE1196 77005 AZ MK 2                       APPROX. 1.2 KM 0830428.7 |
 NE1198| NE1207 77005 AZ MK 1                       APPROX. 1.5 KM 1772029.3 |
 NE1198| CH0708 77005 RM 1                            7.430 METERS 17721     |
 NE1198| CH0709 77005 RM 2                            7.325 METERS 35658     |
 NE1198|---------------------------------------------------------------------|
 NE1198
 NE1198                          SUPERSEDED SURVEY CONTROL
 NE1198
 NE1198  NAD 83(1986)-  42 59 00.15088(N)    082 50 36.87971(W) AD(       ) 2
 NE1198  NAD 27      -  42 59 00.05145(N)    082 50 37.13443(W) AD(       ) 2
 NE1198  NGVD 29             246.50   (m)          808.7    (f) LEVELING    3  
 NE1198
 NE1198.Superseded values are not recommended for survey control.
 NE1198
 NE1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1198.See file dsdata.pdf to determine how the superseded data were derived.
 NE1198
 NE1198_MARKER: DD = SURVEY DISK
 NE1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1198_STAMPING: 77005 1976
 NE1198_MARK LOGO: MIDH
 NE1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1198+STABILITY: SURFACE MOTION
 NE1198
 NE1198  HISTORY     - Date     Condition        Report By
 NE1198  HISTORY     - 1976     MONUMENTED       MIDH
 NE1198  HISTORY     - 20080911 MARK NOT FOUND   ROWEIN
 NE1198
 NE1198                          STATION DESCRIPTION
 NE1198
 NE1198'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 NE1198'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1198'EAST-SOUTHEAST OF CAPAC ALONG RILEY CENTER ROAD AND IN THE
 NE1198'NORTHEAST 1/4 OF SECTION 6, T 6 N, R 14 E.
 NE1198'
 NE1198'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1198'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1198'BURT ROAD FOR 3.9 MILES TO RILEY CENTER ROAD THENCE SOUTH FOR
 NE1198'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH AZIMUTH MARK 1
 NE1198'FROM THE STATION GO SOUTH ALONG RILEY CENTER ROAD FOR 0.95 MILE
 NE1198'TO THE MARK ON THE LEFT.  TO REACH AZIMUTH MARK 2 FROM THE
 NE1198'STATION GO NORTH ALONG RILEY CENTER ROAD FOR 0.1 MILE TO THE
 NE1198'INTERSECTION OF BURT AND RILEY CENTER ROADS THENCE EAST ALONG
 NE1198'BURT ROAD TO THE MARK ON THE LEFT.
 NE1198'
 NE1198'THE STATION MARKS, STAMPED---77005 1976---, ARE MICHIGAN
 NE1198'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 NE1198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NE1198'THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE CENTER OF RILEY
 NE1198'CENTER ROAD, 135.8 FEET NORTH OF A POWER POLE, 106 FEET
 NE1198'SOUTHWEST OF A POER POLE AND 4 FEET SOUTH OF THE WITNESS POST.
 NE1198'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1198'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'REFERENCE MARK 1, STAMPED---NO 1 77005 1976---, IS SET IN THE
 NE1198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1198'GROUND SURFACE.  IT IS 111.6 FEET NORTH OF A POWER POLE, 28.1
 NE1198'FEET SOUTH OF THE WITNESS POST AND 35 FEET WEST OF THE CENTER
 NE1198'OF RILEY CENTER ROAD.
 NE1198'
 NE1198'REFERENCE MARK 2, STAMPD---NO 2 77005 1976---, IS SET IN THE
 NE1198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1198'GROUND SURFACE.  IT IS 160.6 FEET NORTH OF A POWER POLE, 35
 NE1198'FEET WEST OF THE CENTER OF RILEY CENTER ROAD AND 20.6 FEET
 NE1198'NORTH OF THE WITNESS POST.
 NE1198'
 NE1198'AZIMUTH MARK 1, STAMPED---AZ 1 77005 1976---, ARE REFERENCE
 NE1198'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1198'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1198'IT IS 116.6 FEET NORTHEAST OF A POWER POLE, 84.2 FEET EAST OF
 NE1198'A TELEPHONE CABLE MARKER, 52.4 FEET NORTHWEST OF A POWER POLE
 NE1198'24 FEET NORTH OF THE CENTERLINE OF DUNN ROAD, 15 FEET EAST OF
 NE1198'THE CENTER OF RILEY CENTER ROAD AND 4.2 FEET SOUTH OF A WITNESS
 NE1198'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1198'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'AZIMUTH MARK 2, STAMPED---AZ 2 77005 1976---, ARE REFERENCE
 NE1198'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1198'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1198'IT IS 124 FEET SOUTH OF A 14 INCH HICKORY, 52.5 FEET NORTH OF
 NE1198'A TELEPHONE POLE AND 42.7 FEET EAST OF A CONCRETE POST.  THE
 NE1198'UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1198'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1198'TRANSPORTATION DISKS.
 NE1198'
 NE1198'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1198'DESCRIBED BY G. ROSENDALE.
 NE1198
 NE1198                          STATION RECOVERY (2008)
 NE1198
 NE1198'RECOVERY NOTE BY ROWE INCORPORATED 2008 (DCB)
 NE1198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1207 ***********************************************************************
 NE1207  DESIGNATION -  77005 AZ MK 1
 NE1207  PID         -  NE1207
 NE1207  STATE/COUNTY-  MI/ST CLAIR
 NE1207  COUNTRY     -  US
 NE1207  USGS QUAD   -  MEMPHIS (2017)
 NE1207
 NE1207                         *CURRENT SURVEY CONTROL
 NE1207  ______________________________________________________________________
 NE1207* NAD 83(1994) POSITION- 42 58 10.73121(N) 082 50 33.72225(W)   ADJUSTED
 NE1207* NAVD 88 ORTHO HEIGHT -   242.5   (meters)      796.    (feet) VERTCON3
 NE1207  ______________________________________________________________________
 NE1207  GEOID HEIGHT    -        -34.853 (meters)                     GEOID18
 NE1207  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 NE1207  HORZ ORDER      -  SECOND
 NE1207
 NE1207.The horizontal coordinates were established by classical geodetic methods
 NE1207.and adjusted by the National Geodetic Survey in February 1997.
 NE1207
 NE1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1207
 NE1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1207.GEOID18 height accuracy estimate available here.
 NE1207
 NE1207.Click photographs - Photos may exist for this station.
 NE1207
 NE1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1207
 NE1207. The following values were computed from the NAD 83(1994) position.
 NE1207
 NE1207;                    North         East     Units Scale Factor Converg.
 NE1207;SPC MI S     -   164,370.018 4,124,308.584   MT  0.99990797   +1 02 13.6
 NE1207;SPC MI S     -   539,271.71 13,531,196.14   iFT  0.99990797   +1 02 13.6
 NE1207;UTM  17      - 4,759,091.594   349,728.721   MT  0.99987780   -1 15 22.5
 NE1207
 NE1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1207!SPC MI S     -   0.99996744  x   0.99990797  =   0.99987541
 NE1207!UTM  17      -   0.99996744  x   0.99987780  =   0.99984524
 NE1207
 NE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4972859091(NAD 83)
 NE1207
 NE1207                          SUPERSEDED SURVEY CONTROL
 NE1207
 NE1207  NAD 83(1986)-  42 58 10.72266(N)    082 50 33.75474(W) AD(       ) 2
 NE1207  NAD 27      -  42 58 10.62284(N)    082 50 34.00972(W) AD(       ) 2
 NE1207  NGVD 29 (07/19/86)  242.6    (m)          796.     (f) VERT ANG       
 NE1207
 NE1207.Superseded values are not recommended for survey control.
 NE1207
 NE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1207.See file dsdata.pdf to determine how the superseded data were derived.
 NE1207
 NE1207_MARKER: DR = REFERENCE MARK DISK
 NE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1207_STAMPING: AZ 1 77005 1976
 NE1207_MARK LOGO: MIDH
 NE1207_PROJECTION: FLUSH
 NE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1207+STABILITY: SURFACE MOTION
 NE1207
 NE1207  HISTORY     - Date     Condition        Report By
 NE1207  HISTORY     - 1976     MONUMENTED       MIDH
 NE1207
 NE1207                          STATION DESCRIPTION
 NE1207
 NE1207'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 NE1207'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1207'EAST-SOUTHEAST OF CAPAC ALONG RILEY CENTER ROAD.
 NE1207'
 NE1207'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1207'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1207'BURT ROAD FOR 3.9 MILES TO RILEY CENTER ROAD THENCE SOUTH FOR
 NE1207'1.05 MILES TO THE MARK ON THE LEFT.
 NE1207'
 NE1207'AZIMUTH MARK 1, STAMPED---AZ 1 77005 1976---, ARE REFERENCE
 NE1207'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1207'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1207'IT IS 116.6 FEET NORTHEAST OF A POWER POLE, 84.2 FEET EAST OF
 NE1207'A TELEPHONE CABLE MARKER, 52.4 FEET NORTHWEST OF A POWER POLE
 NE1207'24 FEET NORTH OF THE CENTERLINE OF DUNN ROAD, 15 FEET EAST OF
 NE1207'THE CENTER OF RILEY CENTER ROAD AND 4.2 FEET SOUTH OF A WITNESS
 NE1207'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1207'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1207'
 NE1207'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77005 MIDH.
 NE1207'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1207'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1196 ***********************************************************************
 NE1196  DESIGNATION -  77005 AZ MK 2
 NE1196  PID         -  NE1196
 NE1196  STATE/COUNTY-  MI/ST CLAIR
 NE1196  COUNTRY     -  US
 NE1196  USGS QUAD   -  MEMPHIS (2017)
 NE1196
 NE1196                         *CURRENT SURVEY CONTROL
 NE1196  ______________________________________________________________________
 NE1196* NAD 83(1994) POSITION- 42 59 04.86905(N) 082 49 43.99604(W)   ADJUSTED
 NE1196* NAVD 88 ORTHO HEIGHT -   242.07  (+/-2cm)      794.2   (feet) VERTCON3
 NE1196  ______________________________________________________________________
 NE1196  GEOID HEIGHT    -        -34.818 (meters)                     GEOID18
 NE1196  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 NE1196  HORZ ORDER      -  SECOND
 NE1196  VERT ORDER      -  THIRD ? (See Below)
 NE1196
 NE1196.The horizontal coordinates were established by classical geodetic methods
 NE1196.and adjusted by the National Geodetic Survey in February 1997.
 NE1196
 NE1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1196
 NE1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1196.GEOID18 height accuracy estimate available here.
 NE1196
 NE1196.The vertical order pertains to the NGVD 29 superseded value.
 NE1196
 NE1196.Click photographs - Photos may exist for this station.
 NE1196
 NE1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1196
 NE1196. The following values were computed from the NAD 83(1994) position.
 NE1196
 NE1196;                    North         East     Units Scale Factor Converg.
 NE1196;SPC MI S     -   166,060.710 4,125,404.651   MT  0.99990839   +1 02 47.4
 NE1196;SPC MI S     -   544,818.60 13,534,792.16   iFT  0.99990839   +1 02 47.4
 NE1196;UTM  17      - 4,760,737.015   350,891.531   MT  0.99987352   -1 14 49.8
 NE1196
 NE1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1196!SPC MI S     -   0.99996750  x   0.99990839  =   0.99987589
 NE1196!UTM  17      -   0.99996750  x   0.99987352  =   0.99984102
 NE1196
 NE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5089160737(NAD 83)
 NE1196
 NE1196                          SUPERSEDED SURVEY CONTROL
 NE1196
 NE1196  NAD 83(1986)-  42 59 04.86028(N)    082 49 44.02810(W) AD(       ) 2
 NE1196  NAD 27      -  42 59 04.76078(N)    082 49 44.28455(W) AD(       ) 2
 NE1196  NGVD 29             242.17   (m)          794.5    (f) LEVELING    3  
 NE1196
 NE1196.Superseded values are not recommended for survey control.
 NE1196
 NE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1196.See file dsdata.pdf to determine how the superseded data were derived.
 NE1196
 NE1196_MARKER: DR = REFERENCE MARK DISK
 NE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1196_STAMPING: AZ 2 77005 1976
 NE1196_MARK LOGO: MIDH
 NE1196_PROJECTION: FLUSH
 NE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1196+STABILITY: SURFACE MOTION
 NE1196
 NE1196  HISTORY     - Date     Condition        Report By
 NE1196  HISTORY     - 1976     MONUMENTED       MIDH
 NE1196
 NE1196                          STATION DESCRIPTION
 NE1196
 NE1196'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 NE1196'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1196'EAST-SOUTHEAST OF CAPAC ALONG BURT ROAD.
 NE1196'
 NE1196'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1196'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1196'BURT ROAD FOR 3.15 MILES TO THE MARK ON THE RIGHT.
 NE1196'
 NE1196'AZIMUTH MARK 2, STAMPED---AZ 2 77005 1976---, ARE REFERENCE
 NE1196'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1196'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1196'IT IS 124 FEET SOUTH OF A 14 INCH HICKORY, 52.5 FEET NORTH OF
 NE1196'A TELEPHONE POLE AND 42.7 FEET EAST OF A CONCRETE POST.  THE
 NE1196'UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1196'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1196'
 NE1196'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77005 MIDH.
 NE1196'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1196'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0798 ***********************************************************************
 OJ0798  DESIGNATION -  77006
 OJ0798  PID         -  OJ0798
 OJ0798  STATE/COUNTY-  MI/ST CLAIR
 OJ0798  COUNTRY     -  US
 OJ0798  USGS QUAD   -  RUBY (2017)
 OJ0798
 OJ0798                         *CURRENT SURVEY CONTROL
 OJ0798  ______________________________________________________________________
 OJ0798* NAD 83(1994) POSITION- 43 03 25.84692(N) 082 31 37.22098(W)   ADJUSTED
 OJ0798* NAVD 88 ORTHO HEIGHT -   195.2   (meters)      640.    (feet) VERTCON3
 OJ0798  ______________________________________________________________________
 OJ0798  GEOID HEIGHT    -        -34.782 (meters)                     GEOID18
 OJ0798  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 OJ0798  HORZ ORDER      -  SECOND
 OJ0798
 OJ0798.The horizontal coordinates were established by classical geodetic methods
 OJ0798.and adjusted by the National Geodetic Survey in February 1997.
 OJ0798
 OJ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0798
 OJ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0798.GEOID18 height accuracy estimate available here.
 OJ0798
 OJ0798.Click photographs - Photos may exist for this station.
 OJ0798
 OJ0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0798
 OJ0798. The following values were computed from the NAD 83(1994) position.
 OJ0798
 OJ0798;                    North         East     Units Scale Factor Converg.
 OJ0798;SPC MI S     -   174,605.411 4,149,843.345   MT  0.99991138   +1 15 07.0
 OJ0798;SPC MI S     -   572,852.40 13,614,971.60   iFT  0.99991138   +1 15 07.0
 OJ0798;UTM  17      - 4,768,295.979   375,650.724   MT  0.99979022   -1 02 33.6
 OJ0798
 OJ0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0798!SPC MI S     -   0.99997485  x   0.99991138  =   0.99988623
 OJ0798!UTM  17      -   0.99997485  x   0.99979022  =   0.99976507
 OJ0798
 OJ0798:                Primary Azimuth Mark                     Grid Az
 OJ0798:SPC MI S     -  77006 AZ MK 1                            177 07 32.6
 OJ0798:UTM  17      -  77006 AZ MK 1                            179 25 13.2
 OJ0798
 OJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7565068295(NAD 83)
 OJ0798
 OJ0798|---------------------------------------------------------------------|
 OJ0798| PID    Reference Object                     Distance      Geod. Az  |
 OJ0798|                                                           dddmmss.s |
 OJ0798| CH0710 77006 RM 1                            6.955 METERS 16422     |
 OJ0798| OJ0796 77006 AZ MK 1                       APPROX. 1.3 KM 1782239.6 |
 OJ0798| OJ0799 77006 RM 2                            7.909 METERS 34248     |
 OJ0798| OJ0801 77006 AZ MK 2                       APPROX. 0.7 KM 3554439.3 |
 OJ0798|---------------------------------------------------------------------|
 OJ0798
 OJ0798                          SUPERSEDED SURVEY CONTROL
 OJ0798
 OJ0798  NAD 83(1986)-  43 03 25.83359(N)    082 31 37.25213(W) AD(       ) 2
 OJ0798  NAD 27      -  43 03 25.72938(N)    082 31 37.53785(W) AD(       ) 2
 OJ0798  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 OJ0798
 OJ0798.Superseded values are not recommended for survey control.
 OJ0798
 OJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0798.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0798
 OJ0798_MARKER: DD = SURVEY DISK
 OJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0798_STAMPING: 77006 1976
 OJ0798_MARK LOGO: MIDH
 OJ0798_PROJECTION: FLUSH
 OJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0798+STABILITY: SURFACE MOTION
 OJ0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0798+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 OJ0798
 OJ0798  HISTORY     - Date     Condition        Report By
 OJ0798  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0798  HISTORY     - 19990703 GOOD             USPSQD
 OJ0798  HISTORY     - 20021021 GOOD             ADVGEO
 OJ0798
 OJ0798                          STATION DESCRIPTION
 OJ0798
 OJ0798'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0798'THE STATION IS IN THE VILLAGE OF NORTH STREET ALONG NORTH ROAD
 OJ0798'AND IN THE SOUTHEAST 1/4 OF SECTION 12.
 OJ0798'
 OJ0798'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0798'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0798'INTERSECTION OF M-136 AND NORTH STREET ROAD THENCE 0.8 MILE
 OJ0798'NORTH ON NORTH STREET ROAD TO THE STATION ON THE RIGHT.  TO
 OJ0798'REACH AZIMUTH MARK 1 FROM THE STATION GO SOUTH ON NORTH STREET
 OJ0798'ROAD FOR 0.8 MILE TO THE MARK ON THE RIGHT.  TO REACH AZIMUTH
 OJ0798'MARK 2 FROM THE STATION GO NORTH ON NORTH STREET ROAD FOR 0.4
 OJ0798'MILE TO THE MARK ON THE LEFT.
 OJ0798'
 OJ0798'STATION MARKS, STAMPED---77006 1976---, ARE MICHIGAN DEPARTMENT
 OJ0798'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0798'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0798'SURFACE.  IT IS 90 FEET SOUTH OF THE SOUTH SIDE OF THE NORTH
 OJ0798'STREET POST OFFICE, 31 FEET EAST OF THE CENTERLINE OF NORTH
 OJ0798'STREET, 82.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH
 OJ0798'AND 6 FEET SOUTH OF A POWER POLE AND 4 FEET NORTH OF A WITNESS
 OJ0798'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0798'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0798'
 OJ0798'REFERENCE MARK 1, STAMPED---NO 1 77006 1976---, IS SET IN THE
 OJ0798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0798'GROUND SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF NORTH
 OJ0798'STREET, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH,
 OJ0798'28.5 FEET SOUTH OF A POWER POLE AND 18 FEET SOUTH OF THE
 OJ0798'WITNESS POST.
 OJ0798'
 OJ0798'REFERENCE MARK 2, STAMPED---NO 2 77006 1976---, IS SET IN THE
 OJ0798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0798'GROUND SURFACE.  IT IS 24 FEET EAST OF THE CENTERLINE OF NORTH
 OJ0798'STREET, 19 FEET NORTH OF A POWER POLE AND 30 FEET NORTH OF THE
 OJ0798'WITNESS POST.
 OJ0798'
 OJ0798'AZIMUTH MARK 1, STAMPED---AZ 1 77006 1976---, ARE REFERENCE
 OJ0798'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0798'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0798'IT IS 124.5 FEET NORTH OF THE CENTER OF M-136, 49.5 FEET WEST
 OJ0798'OF THE CENTER OF NORTH STREET, 65.3 FEET NORTHEAST OF THE
 OJ0798'NORTHEAST CORNER OF A MONUMENT BASE, 45 FEET NORTHWEST OF THE
 OJ0798'FACE OF A POWER POLE AND 4 FEET NORTH OF THE WITNESS POST.  THE
 OJ0798'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0798'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0798'
 OJ0798'AZIMUTH MARK 2, STAMPED---AZ 2 77006 1976---, ARE REFERENCE
 OJ0798'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0798'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0798'IT IS 30.5 FEET WEST OF THE CENTERLINE OF NORTH STREET, 34
 OJ0798'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 6 FEET SOUTH OF A
 OJ0798'TELEPHONE POLE, 22 FEET SOUTH OF A FENCE CORNER AND 4 FEET
 OJ0798'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 OJ0798'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0798'GROUND SURFACE.
 OJ0798'
 OJ0798'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0798'TRANSPORTATION DISKS.
 OJ0798'
 OJ0798'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0798'DESCRIBED BY G. ROSENDALE.
 OJ0798
 OJ0798                          STATION RECOVERY (1999)
 OJ0798
 OJ0798'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0798'RECOVERED IN GOOD CONDITION.
 OJ0798
 OJ0798                          STATION RECOVERY (2002)
 OJ0798
 OJ0798'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0798'RECOVERED AS DESCRIBED.  HOWEVER,IT IS CLEAR THAT THIS STATION
 OJ0798'CONTAINS SOME ERRORS IN THE PUBLISHED DATA.  MONUMENT DOES NOT APPEAR
 OJ0798'TO HAVE BEEN DISTURBED. NORTHING PUB. - 572,852.399, EASTING PUB. -
 OJ0798'13,614,971.604, NORTHING MEAS. - 572,830.397, EASTING MEAS. -
 OJ0798'13,614,978.111, NORTHING DELTA - (-22.002), EASTING DELTA - (+6.507).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0796 ***********************************************************************
 OJ0796  HT_MOD      -  This is a Height Modernization Survey Station.
 OJ0796  DESIGNATION -  77006 AZ MK 1
 OJ0796  PID         -  OJ0796
 OJ0796  STATE/COUNTY-  MI/ST CLAIR
 OJ0796  COUNTRY     -  US
 OJ0796  USGS QUAD   -  RUBY (2017)
 OJ0796
 OJ0796                         *CURRENT SURVEY CONTROL
 OJ0796  ______________________________________________________________________
 OJ0796* NAD 83(2011) POSITION- 43 02 42.52487(N) 082 31 35.54733(W)   ADJUSTED
 OJ0796* NAD 83(2011) ELLIP HT-   160.769 (meters)        (06/27/12)   ADJUSTED
 OJ0796* NAD 83(2011) EPOCH   -  2010.00
 OJ0796* NAVD 88 ORTHO HEIGHT -   195.56  (meters)      641.6   (feet) GPS OBS
 OJ0796  ______________________________________________________________________
 OJ0796  NAVD 88 orthometric height was determined with geoid model    GEOID03
 OJ0796  GEOID HEIGHT    -        -34.751 (meters)                     GEOID03
 OJ0796  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 OJ0796  NAD 83(2011) X  -    607,236.754 (meters)                     COMP
 OJ0796  NAD 83(2011) Y  - -4,628,989.717 (meters)                     COMP
 OJ0796  NAD 83(2011) Z  -  4,331,278.172 (meters)                     COMP
 OJ0796  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 OJ0796
 OJ0796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0796  Standards:
 OJ0796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0796  -------------------------------------------------------------------
 OJ0796  NETWORK    0.30   0.49           0.13   0.11   0.25     -0.04406595
 OJ0796  -------------------------------------------------------------------
 OJ0796  Click here for local accuracies and other accuracy information.
 OJ0796
 OJ0796.The horizontal coordinates were established by GPS observations
 OJ0796.and adjusted by the National Geodetic Survey in June 2012.
 OJ0796
 OJ0796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0796.been affixed to the stable North American tectonic plate. See 
 OJ0796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0796
 OJ0796.The horizontal coordinates are valid at the epoch date displayed above
 OJ0796.which is a decimal equivalence of Year/Month/Day.
 OJ0796
 OJ0796.The orthometric height was determined by GPS observations and a
 OJ0796.high-resolution geoid model using precise GPS observation and
 OJ0796.processing techniques.
 OJ0796
 OJ0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0796.GEOID18 height accuracy estimate available here.
 OJ0796
 OJ0796.Click photographs - Photos may exist for this station.
 OJ0796
 OJ0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0796
 OJ0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0796
 OJ0796.The ellipsoidal height was determined by GPS observations
 OJ0796.and is referenced to NAD 83.
 OJ0796
 OJ0796. The following values were computed from the NAD 83(2011) position.
 OJ0796
 OJ0796;                    North         East     Units Scale Factor Converg.
 OJ0796;SPC MI S     -   173,269.786 4,149,910.420   MT  0.99991077   +1 15 08.1
 OJ0796;SPC MI S     -   568,470.43 13,615,191.67   iFT  0.99991077   +1 15 08.1
 OJ0796;UTM  17      - 4,766,958.900   375,664.271   MT  0.99979018   -1 02 31.6
 OJ0796
 OJ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0796!SPC MI S     -   0.99997479  x   0.99991077  =   0.99988556
 OJ0796!UTM  17      -   0.99997479  x   0.99979018  =   0.99976497
 OJ0796
 OJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7566466958(NAD 83)
 OJ0796
 OJ0796                          SUPERSEDED SURVEY CONTROL
 OJ0796
 OJ0796  NAD 83(2007)-  43 02 42.52486(N)    082 31 35.54825(W) AD(2002.00) 1
 OJ0796  ELLIP H (06/10/07)  160.788  (m)                       GP(2002.00) 4 1
 OJ0796  NAD 83(1994)-  43 02 42.52569(N)    082 31 35.54782(W) AD(       ) 2
 OJ0796  NAD 83(1986)-  43 02 42.51237(N)    082 31 35.57925(W) AD(       ) 2
 OJ0796  NAD 27      -  43 02 42.40782(N)    082 31 35.86579(W) AD(       ) 2
 OJ0796  NGVD 29 (07/19/86)  195.2    (m)          640.     (f) VERT ANG       
 OJ0796
 OJ0796.Superseded values are not recommended for survey control.
 OJ0796
 OJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0796.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0796
 OJ0796_MARKER: DR = REFERENCE MARK DISK
 OJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0796_STAMPING: 77006 AZ 1 1976
 OJ0796_MARK LOGO: MIDH
 OJ0796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0796+STABILITY: SURFACE MOTION
 OJ0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0796+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0796
 OJ0796  HISTORY     - Date     Condition        Report By
 OJ0796  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0796  HISTORY     - 19990703 GOOD             USPSQD
 OJ0796  HISTORY     - 20021021 GOOD             ADVGEO
 OJ0796  HISTORY     - 20061212 GOOD             MIDT
 OJ0796
 OJ0796                          STATION DESCRIPTION
 OJ0796
 OJ0796'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0796'THE STATION IS IN THE VILLAGE OF NORTH STREET AND ALONG
 OJ0796'THE WEST SIDE OF NORTH STREET.
 OJ0796'
 OJ0796'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0796'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0796'INTERSECTION OF M-136 AND NORTH STREET ROAD AND THE MARK
 OJ0796'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 OJ0796'
 OJ0796'AZIMUTH MARK 1, STAMPED---AZ 1 77006 1976---, ARE REFERENCE
 OJ0796'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0796'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0796'IT IS 124.5 FEET NORTH OF THE CENTER OF M-136, 49.5 FEET WEST
 OJ0796'OF THE CENTER OF NORTH STREET, 65.3 FEET NORTHEAST OF THE
 OJ0796'NORTHEAST CORNER OF A MONUMENT BASE, 45 FEET NORTHWEST OF THE
 OJ0796'FACE OF A POWER POLE AND 4 FEET NORTH OF THE WITNESS POST.  THE
 OJ0796'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0796'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0796'
 OJ0796'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77006 MIDH.
 OJ0796'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0796'DESCRIBED BY G.P. ROSENDALE.
 OJ0796
 OJ0796                          STATION RECOVERY (1999)
 OJ0796
 OJ0796'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0796'RECOVERED IN GOOD CONDITION.
 OJ0796
 OJ0796                          STATION RECOVERY (2002)
 OJ0796
 OJ0796'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0796'RECOVERED AS DESCRIBED.
 OJ0796
 OJ0796                          STATION RECOVERY (2006)
 OJ0796
 OJ0796'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0796'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0801 ***********************************************************************
 OJ0801  DESIGNATION -  77006 AZ MK 2
 OJ0801  PID         -  OJ0801
 OJ0801  STATE/COUNTY-  MI/ST CLAIR
 OJ0801  COUNTRY     -  US
 OJ0801  USGS QUAD   -  RUBY (2017)
 OJ0801
 OJ0801                         *CURRENT SURVEY CONTROL
 OJ0801  ______________________________________________________________________
 OJ0801* NAD 83(1994) POSITION- 43 03 47.56064(N) 082 31 39.42480(W)   ADJUSTED
 OJ0801* NAVD 88 ORTHO HEIGHT -   194.7   (meters)      639.    (feet) VERTCON3
 OJ0801  ______________________________________________________________________
 OJ0801  GEOID HEIGHT    -        -34.778 (meters)                     GEOID18
 OJ0801  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 OJ0801  HORZ ORDER      -  SECOND
 OJ0801
 OJ0801.The horizontal coordinates were established by classical geodetic methods
 OJ0801.and adjusted by the National Geodetic Survey in February 1997.
 OJ0801
 OJ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0801
 OJ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0801.GEOID18 height accuracy estimate available here.
 OJ0801
 OJ0801.Click photographs - Photos may exist for this station.
 OJ0801
 OJ0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0801
 OJ0801. The following values were computed from the NAD 83(1994) position.
 OJ0801
 OJ0801;                    North         East     Units Scale Factor Converg.
 OJ0801;SPC MI S     -   175,274.176 4,149,778.856   MT  0.99991170   +1 15 05.5
 OJ0801;SPC MI S     -   575,046.51 13,614,760.03   iFT  0.99991170   +1 15 05.5
 OJ0801;UTM  17      - 4,768,966.707   375,613.068   MT  0.99979034   -1 02 35.5
 OJ0801
 OJ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0801!SPC MI S     -   0.99997492  x   0.99991170  =   0.99988663
 OJ0801!UTM  17      -   0.99997492  x   0.99979034  =   0.99976527
 OJ0801
 OJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7561368966(NAD 83)
 OJ0801
 OJ0801                          SUPERSEDED SURVEY CONTROL
 OJ0801
 OJ0801  NAD 83(1986)-  43 03 47.54732(N)    082 31 39.45581(W) AD(       ) 2
 OJ0801  NAD 27      -  43 03 47.44329(N)    082 31 39.74107(W) AD(       ) 2
 OJ0801  NGVD 29 (07/19/86)  194.8    (m)          639.     (f) VERT ANG       
 OJ0801
 OJ0801.Superseded values are not recommended for survey control.
 OJ0801
 OJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0801.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0801
 OJ0801_MARKER: DR = REFERENCE MARK DISK
 OJ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0801_STAMPING: AZ 2 77006 1976
 OJ0801_MARK LOGO: MIDH
 OJ0801_PROJECTION: FLUSH
 OJ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0801+STABILITY: SURFACE MOTION
 OJ0801
 OJ0801  HISTORY     - Date     Condition        Report By
 OJ0801  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0801  HISTORY     - 19990703 GOOD             USPSQD
 OJ0801
 OJ0801                          STATION DESCRIPTION
 OJ0801
 OJ0801'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0801'THE STATION IS IN THE VILLAGE OF NORTH STREET AND ALONG
 OJ0801'THE WEST SIDE OF NORTH STREET.
 OJ0801'
 OJ0801'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0801'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0801'INTERSECTION OF M-136 AND NORTH STREET ROAD THENCE 1.2 MILES
 OJ0801'NORTH ON NORTH STREET TO THE MARK ON THE LEFT.
 OJ0801'
 OJ0801'AZIMUTH MARK 2, STAMPED---AZ 2 77006 1976---, ARE REFERENCE
 OJ0801'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0801'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0801'IT IS 30.5 FEET WEST OF THE CENTERLINE OF NORTH STREET, 34
 OJ0801'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 6 FEET SOUTH OF A
 OJ0801'TELEPHONE POLE, 22 FEET SOUTH OF A FENCE CORNER AND 4 FEET
 OJ0801'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 OJ0801'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0801'GROUND SURFACE.
 OJ0801'
 OJ0801'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77006 MIDH.
 OJ0801'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0801'DESCRIBED BY G.P. ROSENDALE.
 OJ0801
 OJ0801                          STATION RECOVERY (1999)
 OJ0801
 OJ0801'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0799 ***********************************************************************
 OJ0799  DESIGNATION -  77006 RM 2
 OJ0799  PID         -  OJ0799
 OJ0799  STATE/COUNTY-  MI/ST CLAIR
 OJ0799  COUNTRY     -  US
 OJ0799  USGS QUAD   -  RUBY (2017)
 OJ0799
 OJ0799                         *CURRENT SURVEY CONTROL
 OJ0799  ______________________________________________________________________
 OJ0799* NAD 83(1994) POSITION- 43 03 26.09175(N) 082 31 37.32433(W)   ADJUSTED
 OJ0799* NAVD 88 ORTHO HEIGHT -   195.1   (meters)      640.    (feet) VERTCON3
 OJ0799  ______________________________________________________________________
 OJ0799  GEOID HEIGHT    -        -34.782 (meters)                     GEOID18
 OJ0799  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 OJ0799  HORZ ORDER      -  SECOND
 OJ0799
 OJ0799.The horizontal coordinates were established by classical geodetic methods
 OJ0799.and adjusted by the National Geodetic Survey in February 1997.
 OJ0799
 OJ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0799
 OJ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0799.GEOID18 height accuracy estimate available here.
 OJ0799
 OJ0799.Click photographs - Photos may exist for this station.
 OJ0799
 OJ0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0799
 OJ0799. The following values were computed from the NAD 83(1994) position.
 OJ0799
 OJ0799;                    North         East     Units Scale Factor Converg.
 OJ0799;SPC MI S     -   174,612.913 4,149,840.842   MT  0.99991138   +1 15 06.9
 OJ0799;SPC MI S     -   572,877.01 13,614,963.39   iFT  0.99991138   +1 15 06.9
 OJ0799;UTM  17      - 4,768,303.574   375,648.523   MT  0.99979023   -1 02 33.7
 OJ0799
 OJ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0799!SPC MI S     -   0.99997486  x   0.99991138  =   0.99988624
 OJ0799!UTM  17      -   0.99997486  x   0.99979023  =   0.99976510
 OJ0799
 OJ0799:                Primary Azimuth Mark                     Grid Az
 OJ0799:SPC MI S     -  ATKINS 2                                 276 43 21.6
 OJ0799:UTM  17      -  ATKINS 2                                 279 01 02.2
 OJ0799
 OJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7564868303(NAD 83)
 OJ0799
 OJ0799|---------------------------------------------------------------------|
 OJ0799| PID    Reference Object                     Distance      Geod. Az  |
 OJ0799|                                                           dddmmss.s |
 OJ0799| OJ0798 77006                                 7.909 METERS 16248     |
 OJ0799| OJ0795 ATKINS 2                            APPROX. 3.4 KM 2775828.5 |
 OJ0799|---------------------------------------------------------------------|
 OJ0799
 OJ0799                          SUPERSEDED SURVEY CONTROL
 OJ0799
 OJ0799  NAD 83(1986)-  43 03 26.07842(N)    082 31 37.35549(W) AD(       ) 2
 OJ0799  NAD 27      -  43 03 25.97422(N)    082 31 37.64120(W) AD(       ) 2
 OJ0799  NGVD 29 (07/19/86)  195.2    (m)          640.     (f) VERT ANG       
 OJ0799
 OJ0799.Superseded values are not recommended for survey control.
 OJ0799
 OJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0799.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0799
 OJ0799_MARKER: DD = SURVEY DISK
 OJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0799_STAMPING: NO 2 77006 1976
 OJ0799_MARK LOGO: MIDH
 OJ0799_PROJECTION: FLUSH
 OJ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0799+STABILITY: SURFACE MOTION
 OJ0799
 OJ0799  HISTORY     - Date     Condition        Report By
 OJ0799  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0799
 OJ0799                          STATION DESCRIPTION
 OJ0799
 OJ0799'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (CCL)
 OJ0799'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF JEDDO,
 OJ0799'4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF LAKEPORT AND 4.2 MI (6.8 KM)
 OJ0799'EAST-NORTHEAST OF RUBY.
 OJ0799'
 OJ0799'TO REACH FROM THE INTERSECTION OF US HIGHWAY 25 AND M-136, GO
 OJ0799'NORTHWEST ON M-136 FOR 4.5 MI (7.2 KM) TO THE INTERSECTION OF M-136
 OJ0799'AND NORTH STREET ROAD.  THENCE 0.8 MI (1.3 KM) NORTH ON NORTH STREET
 OJ0799'ROAD TO THE MARK ON THE RIGHT.
 OJ0799'
 OJ0799'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0799'MONUMENT 24 FT (7.3 M) EAST OF THE CENTERLINE OF NORTH STREET, 19 FT
 OJ0799'(5.8 M) NORTH OF A POWER POLE AND 30 FT (9.1 M) NORTH OF THE WITNESS
 OJ0799'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1129 ***********************************************************************
 NE1129  DESIGNATION -  77007
 NE1129  PID         -  NE1129
 NE1129  STATE/COUNTY-  MI/ST CLAIR
 NE1129  COUNTRY     -  US
 NE1129  USGS QUAD   -  SMITHS CREEK (2017)
 NE1129
 NE1129                         *CURRENT SURVEY CONTROL
 NE1129  ______________________________________________________________________
 NE1129* NAD 83(1994) POSITION- 42 58 31.98991(N) 082 36 14.18879(W)   ADJUSTED
 NE1129* NAVD 88 ORTHO HEIGHT -   202.29  (+/-2cm)      663.7   (feet) VERTCON3
 NE1129  ______________________________________________________________________
 NE1129  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 NE1129  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 NE1129  HORZ ORDER      -  SECOND
 NE1129  VERT ORDER      -  THIRD ? (See Below)
 NE1129
 NE1129.The horizontal coordinates were established by classical geodetic methods
 NE1129.and adjusted by the National Geodetic Survey in February 1997.
 NE1129
 NE1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1129
 NE1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1129.GEOID18 height accuracy estimate available here.
 NE1129
 NE1129.The vertical order pertains to the NGVD 29 superseded value.
 NE1129
 NE1129.Click photographs - Photos may exist for this station.
 NE1129
 NE1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1129
 NE1129. The following values were computed from the NAD 83(1994) position.
 NE1129
 NE1129;                    North         East     Units Scale Factor Converg.
 NE1129;SPC MI S     -   165,405.967 4,143,767.587   MT  0.99990812   +1 11 58.5
 NE1129;SPC MI S     -   542,670.50 13,595,038.02   iFT  0.99990812   +1 11 58.5
 NE1129;UTM  17      - 4,759,348.068   369,212.330   MT  0.99981043   -1 05 36.7
 NE1129
 NE1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1129!SPC MI S     -   0.99997374  x   0.99990812  =   0.99988186
 NE1129!UTM  17      -   0.99997374  x   0.99981043  =   0.99978417
 NE1129
 NE1129:                Primary Azimuth Mark                     Grid Az
 NE1129:SPC MI S     -  77007 AZ MK                              177 18 06.3
 NE1129:UTM  17      -  77007 AZ MK                              179 35 41.5
 NE1129
 NE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6921259348(NAD 83)
 NE1129
 NE1129|---------------------------------------------------------------------|
 NE1129| PID    Reference Object                     Distance      Geod. Az  |
 NE1129|                                                           dddmmss.s |
 NE1129| CH0711 77007 RM 1                           17.418 METERS 03957     |
 NE1129| CH0712 77007 RM 2                           10.280 METERS 13324     |
 NE1129| NE1142 77007 AZ MK                         APPROX. 0.7 KM 1783004.8 |
 NE1129|---------------------------------------------------------------------|
 NE1129
 NE1129                          SUPERSEDED SURVEY CONTROL
 NE1129
 NE1129  NAD 83(1986)-  42 58 31.97767(N)    082 36 14.22176(W) AD(       ) 2
 NE1129  NAD 27      -  42 58 31.87393(N)    082 36 14.50391(W) AD(       ) 2
 NE1129  NGVD 29             202.41   (m)          664.1    (f) LEVELING    3  
 NE1129
 NE1129.Superseded values are not recommended for survey control.
 NE1129
 NE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1129.See file dsdata.pdf to determine how the superseded data were derived.
 NE1129
 NE1129_MARKER: DD = SURVEY DISK
 NE1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1129_STAMPING: 77007 1977
 NE1129_MARK LOGO: MIDH
 NE1129_PROJECTION: FLUSH
 NE1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1129+STABILITY: SURFACE MOTION
 NE1129
 NE1129  HISTORY     - Date     Condition        Report By
 NE1129  HISTORY     - 1977     MONUMENTED       MIDH
 NE1129
 NE1129                          STATION DESCRIPTION
 NE1129
 NE1129'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1129'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WADHAMS,
 NE1129'3.2 MILES EAST-SOUTHEAST OF GOODELLS, 8 MILES WEST OF PORT
 NE1129'HURON, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF
 NE1129'SECTION 8, T 6 N, R 16 E.
 NE1129'
 NE1129'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND ENGLISH
 NE1129'ROAD GO SOUTH ON ENGLISH ROAD FOR 1 MILE TO FLINCHBAUGH ROAD ON
 NE1129'THE LEFT, GO EAST ON FLINCHBAUGH ROAD FOR 0.25 MILE TO
 NE1129'SUNNYSIDE ROAD ON THE RIGHT, GO SOUTH ALONG SUNNYSIDE ROAD
 NE1129'FOR 0.1 MILE TO THE GRAND TRUNK WESTERN RAILROAD AND THE
 NE1129'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 NE1129'STATION GO SOUTH ALONG SUNNYSIDE ROAD FOR 0.5 MILE TO THE MARK
 NE1129'ON THE RIGHT.
 NE1129'
 NE1129'STATION MARKS, STAMPED---77007 1977---, ARE MICHIGAN DEPARTMENT
 NE1129'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1129'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1129'SURFACE.  IT IS 30.5 FEET NORTH-NORTHWEST OF A FENCE CORNER
 NE1129'POST, 21.9 FEET SOUTH OF THE CENTER OF THE GRAND TRUNK WESTERN
 NE1129'RAILROAD TRACKS, 16 FEET EAST OF THE CENTER OF SUNNYSIDE ROAD
 NE1129'AND 4.4 FEET SOUTH OF A WITNESS SIGN.  THE UNDERGROUND DISK IS
 NE1129'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1129'BELOW THE GROUND SURFACE.
 NE1129'
 NE1129'REFERENCE MARK 1, STAMPED---NO 1 77007 1977---, IS SET IN THE
 NE1129'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1129'GROUND SURFACE.  IT IS 75.7 FEET EAST OF A RAILROAD CROSSING
 NE1129'SIGN AND 26.6 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS.
 NE1129'
 NE1129'REFERENCE MARK 2, STAMPED---NO 2 77007 1977---, IS SET IN THE
 NE1129'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1129'GROUND SURFACE.  IT IS 41.8 FEET SOUTH OF THE CENTER OF THE
 NE1129'RAILROAD TRACKS, 14 FEET WEST OF A TELEPHONE POLE, AND 10.9
 NE1129'FEET NORTHEAST OF A FENCE CORNER POST.
 NE1129'
 NE1129'AZIMUTH MARKS, STAMPED---AZ 77007 1977---, ARE REFERENCE MARK
 NE1129'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1129'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1129'IT IS 59.1 FEET WEST-SOUTHWEST OF A POWER POLE, 38 FEET NORTH
 NE1129'OF THE CENTER OF SPARLING ROAD, 21.4 FEET WEST OF THE
 NE1129'CENTER OF SUNNYSIDE ROAD, 13 FEET SOUTHEAST OF A TELEPHONE
 NE1129'POLE AND 4.2 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 NE1129'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1129'INCHES BELOW THE GROUND SURFACE.
 NE1129'
 NE1129'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1129'TRANSPORTATION DISKS.
 NE1129'
 NE1129'HEIGHT OF LIGHT ABOVE STATION WAS 1.3 METERS.
 NE1129'DESCRIBED BY G. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1128 ***********************************************************************
 NE1128  DESIGNATION -  77008
 NE1128  PID         -  NE1128
 NE1128  STATE/COUNTY-  MI/ST CLAIR
 NE1128  COUNTRY     -  US
 NE1128  USGS QUAD   -  SMITHS CREEK (2017)
 NE1128
 NE1128                         *CURRENT SURVEY CONTROL
 NE1128  ______________________________________________________________________
 NE1128* NAD 83(1994) POSITION- 42 58 12.35158(N) 082 32 37.37728(W)   ADJUSTED
 NE1128* NAVD 88 ORTHO HEIGHT -   201.8   (meters)      662.    (feet) VERTCON3
 NE1128  ______________________________________________________________________
 NE1128  GEOID HEIGHT    -        -34.847 (meters)                     GEOID18
 NE1128  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 NE1128  HORZ ORDER      -  SECOND
 NE1128
 NE1128.The horizontal coordinates were established by classical geodetic methods
 NE1128.and adjusted by the National Geodetic Survey in February 1997.
 NE1128
 NE1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1128
 NE1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1128.GEOID18 height accuracy estimate available here.
 NE1128
 NE1128.Click photographs - Photos may exist for this station.
 NE1128
 NE1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1128
 NE1128. The following values were computed from the NAD 83(1994) position.
 NE1128
 NE1128;                    North         East     Units Scale Factor Converg.
 NE1128;SPC MI S     -   164,904.744 4,148,691.926   MT  0.99990798   +1 14 26.1
 NE1128;SPC MI S     -   541,026.06 13,611,193.98   iFT  0.99990798   +1 14 26.1
 NE1128;UTM  17      - 4,758,650.296   374,112.156   MT  0.99979496   -1 03 08.5
 NE1128
 NE1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1128!SPC MI S     -   0.99997382  x   0.99990798  =   0.99988181
 NE1128!UTM  17      -   0.99997382  x   0.99979496  =   0.99976879
 NE1128
 NE1128:                Primary Azimuth Mark                     Grid Az
 NE1128:SPC MI S     -  77008 AZ MK                              174 23 01.7
 NE1128:UTM  17      -  77008 AZ MK                              176 40 36.3
 NE1128
 NE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7411258650(NAD 83)
 NE1128
 NE1128|---------------------------------------------------------------------|
 NE1128| PID    Reference Object                     Distance      Geod. Az  |
 NE1128|                                                           dddmmss.s |
 NE1128| CH0713 77008 RM 1                           10.250 METERS 02352     |
 NE1128| NE1138 77008 AZ MK                         APPROX. 0.7 KM 1753727.8 |
 NE1128| CH0714 77008 RM 2                            8.951 METERS 29847     |
 NE1128|---------------------------------------------------------------------|
 NE1128
 NE1128                          SUPERSEDED SURVEY CONTROL
 NE1128
 NE1128  NAD 83(1986)-  42 58 12.33852(N)    082 32 37.41045(W) AD(       ) 2
 NE1128  NAD 27      -  42 58 12.23335(N)    082 32 37.69952(W) AD(       ) 2
 NE1128  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 NE1128
 NE1128.Superseded values are not recommended for survey control.
 NE1128
 NE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1128.See file dsdata.pdf to determine how the superseded data were derived.
 NE1128
 NE1128_MARKER: DD = SURVEY DISK
 NE1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1128_STAMPING: 77008 1977
 NE1128_MARK LOGO: MIDH
 NE1128_PROJECTION: FLUSH
 NE1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1128+STABILITY: SURFACE MOTION
 NE1128
 NE1128  HISTORY     - Date     Condition        Report By
 NE1128  HISTORY     - 1977     MONUMENTED       MIDH
 NE1128
 NE1128                          STATION DESCRIPTION
 NE1128
 NE1128'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1128'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF WADHAMS, 6
 NE1128'MILES WEST OF PORT HURON, 6.2 MILES EAST OF GOODELLS AND IN
 NE1128'THE SOUTHEAST 1/4 OF SECTION 10, T 6 N, R 16 E.
 NE1128'
 NE1128'TO REACH THE STATION FROM THE INTERSECTION OF LAPEER ROAD AND
 NE1128'WADHAMS ROAD GO SOUTH ALONG WADHAMS ROAD FOR 1.2 MILES TO THE
 NE1128'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 NE1128'STATION GO SOUTH ALONG WADHAMS ROAD FOR 0.5 MILE TO THE MARK
 NE1128'ON THE LEFT.
 NE1128'
 NE1128'STATION MARKS, STAMPED---77008 1977---, ARE MICHIGAN DEPARTMENT
 NE1128'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1128'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1128'SURFACE.  IT IS 49.5 FEET WEST OF THE CENTER OF WADHAMS ROAD,
 NE1128'27.3 FEET NORTH OF THE CENTER OF THE GRAND TRUNK WESTERN
 NE1128'RAILROAD (MAIN TRACK) AND 4 FEET WEST OF A WITNESS POST.  THE
 NE1128'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1128'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1128'
 NE1128'REFERENCE MARK 1, STAMPED---NO 1 77008 1977---, IS SET IN THE
 NE1128'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1128'GROUND SURFACE.  IT IS 59.6 FEET NORTH OF THE RAILROAD TRACK,
 NE1128'35.2 FEET WEST OF THE CENTER OF WADHAMS ROAD AND 30 FEET EAST
 NE1128'OF A FENCE CORNER POST.
 NE1128'
 NE1128'REFERENCE MARK 2, STAMPED---NO 2 77008 1977---, IS SET IN THE
 NE1128'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1128'GROUND SURFACE.  IT IS 75.6 FEET WEST OF WADHAMS ROAD, 38.4
 NE1128'FEET NORTH OF THE CENTER OF THE RAILROAD TRACK AND 17 FEET
 NE1128'WOUTHWEST OF A FENCE CORNER POST.
 NE1128'
 NE1128'AZIMUTH MARKS, STAMPED---AZ 77008 1977---, ARE REFERENCE MARK
 NE1128'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1128'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1128'IT IS 54.3 FEET WEST-SOUTHWEST OF HOUSE NUMBER 5490 FOUNDATION,
 NE1128'52 FEET NORTH OF THE CENTER OF GRISWOLD ROAD, 40.6 FEET
 NE1128'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 34.1 FEET EAST OF THE
 NE1128'CENTER OF WADHAMS ROAD AND 3.9 FEET EAST OF A WITNESS POST.
 NE1128'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1128'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1128'
 NE1128'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1128'TRANSPORTATION DISKS.
 NE1128'
 NE1128'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1128'DESCRIBED BY G. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1138 ***********************************************************************
 NE1138  DESIGNATION -  77008 AZ MK
 NE1138  PID         -  NE1138
 NE1138  STATE/COUNTY-  MI/ST CLAIR
 NE1138  COUNTRY     -  US
 NE1138  USGS QUAD   -  SMITHS CREEK (2017)
 NE1138
 NE1138                         *CURRENT SURVEY CONTROL
 NE1138  ______________________________________________________________________
 NE1138* NAD 83(1994) POSITION- 42 57 48.76805(N) 082 32 34.92019(W)   ADJUSTED
 NE1138* NAVD 88 ORTHO HEIGHT -   200.0   (meters)      656.    (feet) VERTCON3
 NE1138  ______________________________________________________________________
 NE1138  GEOID HEIGHT    -        -34.854 (meters)                     GEOID18
 NE1138  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 NE1138  HORZ ORDER      -  SECOND
 NE1138
 NE1138.The horizontal coordinates were established by classical geodetic methods
 NE1138.and adjusted by the National Geodetic Survey in February 1997.
 NE1138
 NE1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1138
 NE1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1138.GEOID18 height accuracy estimate available here.
 NE1138
 NE1138.Click photographs - Photos may exist for this station.
 NE1138
 NE1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1138
 NE1138. The following values were computed from the NAD 83(1994) position.
 NE1138
 NE1138;                    North         East     Units Scale Factor Converg.
 NE1138;SPC MI S     -   164,178.426 4,148,763.350   MT  0.99990781   +1 14 27.7
 NE1138;SPC MI S     -   538,643.13 13,611,428.31   iFT  0.99990781   +1 14 27.7
 NE1138;UTM  17      - 4,757,921.783   374,154.459   MT  0.99979483   -1 03 06.4
 NE1138
 NE1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1138!SPC MI S     -   0.99997411  x   0.99990781  =   0.99988192
 NE1138!UTM  17      -   0.99997411  x   0.99979483  =   0.99976894
 NE1138
 NE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7415457921(NAD 83)
 NE1138
 NE1138                          SUPERSEDED SURVEY CONTROL
 NE1138
 NE1138  NAD 83(1986)-  42 57 48.75498(N)    082 32 34.95353(W) AD(       ) 2
 NE1138  NAD 27      -  42 57 48.64962(N)    082 32 35.24295(W) AD(       ) 2
 NE1138  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG       
 NE1138
 NE1138.Superseded values are not recommended for survey control.
 NE1138
 NE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1138.See file dsdata.pdf to determine how the superseded data were derived.
 NE1138
 NE1138_MARKER: DR = REFERENCE MARK DISK
 NE1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1138_STAMPING: AZ 77008 1977
 NE1138_MARK LOGO: MIDH
 NE1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1138+STABILITY: SURFACE MOTION
 NE1138
 NE1138  HISTORY     - Date     Condition        Report By
 NE1138  HISTORY     - 1977     MONUMENTED       MIDH
 NE1138
 NE1138                          STATION DESCRIPTION
 NE1138
 NE1138'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1138'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF WADHAMS, 6
 NE1138'MILES WEST OF PORT HURON, 6.2 MILES EAST OF GOODELLS.
 NE1138'
 NE1138'TO REACH THE STATION FROM THE INTERSECTION OF LAPEER ROAD AND
 NE1138'WADHAMS ROAD GO SOUTH ALONG WADHAMS ROAD FOR 1.7 MILES TO THE
 NE1138'STATION ON THE LEFT.
 NE1138'
 NE1138'AZIMUTH MARKS, STAMPED---AZ 77008 1977---, ARE REFERENCE MARK
 NE1138'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1138'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1138'IT IS 54.3 FEET WEST-SOUTHWEST OF HOUSE NUMBER 5490 FOUNDATION,
 NE1138'52 FEET NORTH OF THE CENTER OF GRISWOLD ROAD, 40.6 FEET
 NE1138'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 34.1 FEET EAST OF THE
 NE1138'CENTER OF WADHAMS ROAD AND 3.9 FEET EAST OF A WITNESS POST.
 NE1138'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1138'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1138'
 NE1138'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77008 MIDH.
 NE1138'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1138'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1147 ***********************************************************************
 NE1147  DESIGNATION -  77009
 NE1147  PID         -  NE1147
 NE1147  STATE/COUNTY-  MI/ST CLAIR
 NE1147  COUNTRY     -  US
 NE1147  USGS QUAD   -  GOODELLS (2017)
 NE1147
 NE1147                         *CURRENT SURVEY CONTROL
 NE1147  ______________________________________________________________________
 NE1147* NAD 83(1994) POSITION- 42 58 04.84910(N) 082 39 33.13477(W)   ADJUSTED
 NE1147* NAVD 88 ORTHO HEIGHT -   212.4   (meters)      697.    (feet) VERTCON3
 NE1147  ______________________________________________________________________
 NE1147  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 NE1147  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 NE1147  HORZ ORDER      -  SECOND
 NE1147
 NE1147.The horizontal coordinates were established by classical geodetic methods
 NE1147.and adjusted by the National Geodetic Survey in February 1997.
 NE1147
 NE1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1147
 NE1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1147.GEOID18 height accuracy estimate available here.
 NE1147
 NE1147.Click photographs - Photos may exist for this station.
 NE1147
 NE1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1147
 NE1147. The following values were computed from the NAD 83(1994) position.
 NE1147
 NE1147;                    North         East     Units Scale Factor Converg.
 NE1147;SPC MI S     -   164,475.793 4,139,277.975   MT  0.99990792   +1 09 43.1
 NE1147;SPC MI S     -   539,618.74 13,580,308.32   iFT  0.99990792   +1 09 43.1
 NE1147;UTM  17      - 4,758,598.340   364,689.504   MT  0.99982524   -1 07 51.8
 NE1147
 NE1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1147!SPC MI S     -   0.99997215  x   0.99990792  =   0.99988008
 NE1147!UTM  17      -   0.99997215  x   0.99982524  =   0.99979740
 NE1147
 NE1147:                Primary Azimuth Mark                     Grid Az
 NE1147:SPC MI S     -  77009 AZ MK                              262 58 19.7
 NE1147:UTM  17      -  77009 AZ MK                              265 15 54.6
 NE1147
 NE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6468958598(NAD 83)
 NE1147
 NE1147|---------------------------------------------------------------------|
 NE1147| PID    Reference Object                     Distance      Geod. Az  |
 NE1147|                                                           dddmmss.s |
 NE1147| CH0715 77009 RM 1                           20.236 METERS 17844     |
 NE1147| NE1153 77009 AZ MK OFFSET                  431.889 METERS 2640758.2 |
 NE1147| NE1154 77009 AZ MK                         438.616 METERS 2640802.8 |
 NE1147| CH0716 77009 RM 2                            9.467 METERS 26557     |
 NE1147|---------------------------------------------------------------------|
 NE1147
 NE1147                          SUPERSEDED SURVEY CONTROL
 NE1147
 NE1147  NAD 83(1986)-  42 58 04.83769(N)    082 39 33.16776(W) AD(       ) 2
 NE1147  NAD 27      -  42 58 04.73501(N)    082 39 33.44428(W) AD(       ) 2
 NE1147  NGVD 29 (07/19/86)  212.5    (m)          697.     (f) VERT ANG       
 NE1147
 NE1147.Superseded values are not recommended for survey control.
 NE1147
 NE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1147.See file dsdata.pdf to determine how the superseded data were derived.
 NE1147
 NE1147_MARKER: DD = SURVEY DISK
 NE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1147_STAMPING: 77009 1977
 NE1147_MARK LOGO: MIDH
 NE1147_PROJECTION: FLUSH
 NE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1147+STABILITY: SURFACE MOTION
 NE1147
 NE1147  HISTORY     - Date     Condition        Report By
 NE1147  HISTORY     - 1977     MONUMENTED       MIDH
 NE1147  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE1147
 NE1147                          STATION DESCRIPTION
 NE1147
 NE1147'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1147'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF GOODELLS,
 NE1147'6 MILES WEST-SOUTHWEST OF WADHAMS, 11 MILES WEST OF PORT HURON
 NE1147'AND IN THE NORTHEAST 1/4 OF SECTION 11, T 6 N, R 15 E.
 NE1147'
 NE1147'SOUTH FOR 1 MILE TO THE INTERSECTION OF GOODELLS ROAD AND
 NE1147'SPARLING ROAD THENCE EAST FOR 0.3 MILE TO THE STATION ON THE
 NE1147'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR
 NE1147'0.3 MILE TO THE MARK ON THE LEFT IN THE SOUTHWEST QUADRANT OF
 NE1147'SPARLING AND GOODELLS ROADS.
 NE1147'
 NE1147'STATION MARKS, STAMPED---77009 1977---, ARE MICHIGAN DEPARTMENT
 NE1147'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1147'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1147'SURFACE.  IT IS 54.8 FEET WEST OF A 5 INCH ELM TREE, 41 FEET
 NE1147'SOUTHEAST OF A 13 INCH OAK TREE, 36.4 FEET NORTH OF THE CENTER
 NE1147'OF SPARLING ROAD AND 17.5 FEET EAST OF A GRAVEL DRIVE.
 NE1147'
 NE1147'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1147'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1147'
 NE1147'REFERENCE MARK 1, STAMPED---NO 1 77009 1977---, IS SET IN THE
 NE1147'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1147'GROUND SURFACE.  IT IS 98 FEET SOUTHEAST OF A 13 INCH OAK TREE,
 NE1147'30.2 FEET SOUTH OF THE CENTER OF SPARLING ROAD.
 NE1147'
 NE1147'REFERENCE MARK 2, STAMPED---NO 2 77009 1977---, IS SET IN THE
 NE1147'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1147'GROUND SURFACE.  IT IS 35.7 FEET NORTH OF THE CENTER OF
 NE1147'SPARLING ROAD AND 34.2 FEET NORTHEAST OF A TELEPHONE POLE.
 NE1147'
 NE1147'AZIMUTH MARKS, STAMPED---AZ 77009 1977---, ARE REFERENCE MARK
 NE1147'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1147'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1147'IT IS 69.9 FEET SOUTHEAST OF A 30 INCH MAPLE TREE, 43.8 FEET
 NE1147'WEST OF THE CENTER OF GOODELLS ROAD, 25.7 FEET SOUTH OF THE
 NE1147'CENTER OF SPARLING ROAD, 13.6 FEET WEST-NORTHWEST OF A POWER
 NE1147'POLE AND 3.9 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 NE1147'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1147'INCHES BELOW THE GROUND SURFACE.
 NE1147'
 NE1147'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 NE1147'TRANSPORTATION DISKS.
 NE1147'
 NE1147'HEIGHT OF LIGHT ABOVE STATION WAS 6.4 METERS.
 NE1147'DESCRIBED BY G. ROSENDALE.
 NE1147
 NE1147                          STATION RECOVERY (1999)
 NE1147
 NE1147'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1154 ***********************************************************************
 NE1154  DESIGNATION -  77009 AZ MK
 NE1154  PID         -  NE1154
 NE1154  STATE/COUNTY-  MI/ST CLAIR
 NE1154  COUNTRY     -  US
 NE1154  USGS QUAD   -  GOODELLS (2017)
 NE1154
 NE1154                         *CURRENT SURVEY CONTROL
 NE1154  ______________________________________________________________________
 NE1154* NAD 83(1994) POSITION- 42 58 03.39602(N) 082 39 52.38796(W)   ADJUSTED
 NE1154* NAVD 88 ORTHO HEIGHT -   213.79  (+/-2cm)      701.4   (feet) VERTCON3
 NE1154  ______________________________________________________________________
 NE1154  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 NE1154  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 NE1154  HORZ ORDER      -  SECOND
 NE1154  VERT ORDER      -  THIRD ? (See Below)
 NE1154
 NE1154.The horizontal coordinates were established by classical geodetic methods
 NE1154.and adjusted by the National Geodetic Survey in February 1997.
 NE1154
 NE1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1154
 NE1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1154.GEOID18 height accuracy estimate available here.
 NE1154
 NE1154.The vertical order pertains to the NGVD 29 superseded value.
 NE1154
 NE1154.Click photographs - Photos may exist for this station.
 NE1154
 NE1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1154
 NE1154. The following values were computed from the NAD 83(1994) position.
 NE1154
 NE1154;                    North         East     Units Scale Factor Converg.
 NE1154;SPC MI S     -   164,422.132 4,138,842.695   MT  0.99990791   +1 09 30.0
 NE1154;SPC MI S     -   539,442.69 13,578,880.23   iFT  0.99990791   +1 09 30.0
 NE1154;UTM  17      - 4,758,562.141   364,252.461   MT  0.99982670   -1 08 04.9
 NE1154
 NE1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1154!SPC MI S     -   0.99997193  x   0.99990791  =   0.99987985
 NE1154!UTM  17      -   0.99997193  x   0.99982670  =   0.99979864
 NE1154
 NE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6425258562(NAD 83)
 NE1154
 NE1154                          SUPERSEDED SURVEY CONTROL
 NE1154
 NE1154  NAD 83(1986)-  42 58 03.38469(N)    082 39 52.42096(W) AD(       ) 2
 NE1154  NAD 27      -  42 58 03.28212(N)    082 39 52.69686(W) AD(       ) 2
 NE1154  NGVD 29             213.91   (m)          701.8    (f) LEVELING    3  
 NE1154
 NE1154.Superseded values are not recommended for survey control.
 NE1154
 NE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1154.See file dsdata.pdf to determine how the superseded data were derived.
 NE1154
 NE1154_MARKER: DR = REFERENCE MARK DISK
 NE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1154_STAMPING: AZ 77009 1977
 NE1154_MARK LOGO: MIDH
 NE1154_PROJECTION: FLUSH
 NE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1154+STABILITY: SURFACE MOTION
 NE1154
 NE1154  HISTORY     - Date     Condition        Report By
 NE1154  HISTORY     - 1977     MONUMENTED       MIDH
 NE1154  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE1154
 NE1154                          STATION DESCRIPTION
 NE1154
 NE1154'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1154'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF GOODELLS,
 NE1154'6 MILES WEST-SOUTHWEST OF WADHAMS, 11 MILES WEST OF PORT HURON.
 NE1154'
 NE1154'TO REACH THE STATION FROM THE POST OFFICE IN GOODELLS, GO
 NE1154'SOUTH FOR 1 MILE TO THE INTERSECTION OF GOODELLS ROAD AND
 NE1154'SPARLING ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF
 NE1154'SPARLING AND GOODELLS ROADS.
 NE1154'
 NE1154'AZIMUTH MARKS, STAMPED---AZ 77009 1977---, ARE REFERENCE MARK
 NE1154'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1154'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1154'IT IS 69.9 FEET SOUTHEAST OF A 30 INCH MAPLE TREE, 43.8 FEET
 NE1154'WEST OF THE CENTER OF GOODELLS ROAD, 25.7 FEET SOUTH OF THE
 NE1154'CENTER OF SPARLING ROAD, 13.6 FEET WEST-NORTHWEST OF A POWER
 NE1154'POLE AND 3.9 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 NE1154'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1154'INCHES BELOW THE GROUND SURFACE.
 NE1154'
 NE1154'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77009 MIDH.
 NE1154'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1154'DESCRIBED BY G.P. ROSENDALE.
 NE1154
 NE1154                          STATION RECOVERY (1999)
 NE1154
 NE1154'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1152 ***********************************************************************
 NE1152  DESIGNATION -  77010
 NE1152  PID         -  NE1152
 NE1152  STATE/COUNTY-  MI/ST CLAIR
 NE1152  COUNTRY     -  US
 NE1152  USGS QUAD   -  GOODELLS (2017)
 NE1152
 NE1152                         *CURRENT SURVEY CONTROL
 NE1152  ______________________________________________________________________
 NE1152* NAD 83(1994) POSITION- 42 57 57.16223(N) 082 43 29.13861(W)   ADJUSTED
 NE1152* NAVD 88 ORTHO HEIGHT -   225.16  (+/-2cm)      738.7   (feet) VERTCON3
 NE1152  ______________________________________________________________________
 NE1152  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 NE1152  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 NE1152  HORZ ORDER      -  SECOND
 NE1152  VERT ORDER      -  THIRD ? (See Below)
 NE1152
 NE1152.The horizontal coordinates were established by classical geodetic methods
 NE1152.and adjusted by the National Geodetic Survey in February 1997.
 NE1152
 NE1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1152
 NE1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1152.GEOID18 height accuracy estimate available here.
 NE1152
 NE1152.The vertical order pertains to the NGVD 29 superseded value.
 NE1152
 NE1152.Click photographs - Photos may exist for this station.
 NE1152
 NE1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1152
 NE1152. The following values were computed from the NAD 83(1994) position.
 NE1152
 NE1152;                    North         East     Units Scale Factor Converg.
 NE1152;SPC MI S     -   164,132.284 4,133,935.828   MT  0.99990787   +1 07 02.5
 NE1152;SPC MI S     -   538,491.75 13,562,781.59   iFT  0.99990787   +1 07 02.5
 NE1152;UTM  17      - 4,758,468.861   359,338.285   MT  0.99984341   -1 10 32.6
 NE1152
 NE1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1152!SPC MI S     -   0.99997015  x   0.99990787  =   0.99987802
 NE1152!UTM  17      -   0.99997015  x   0.99984341  =   0.99981357
 NE1152
 NE1152:                Primary Azimuth Mark                     Grid Az
 NE1152:SPC MI S     -  DUNN                                     277 10 59.4
 NE1152:UTM  17      -  DUNN                                     279 28 34.5
 NE1152
 NE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5933858468(NAD 83)
 NE1152
 NE1152|---------------------------------------------------------------------|
 NE1152| PID    Reference Object                     Distance      Geod. Az  |
 NE1152|                                                           dddmmss.s |
 NE1152| CH0717 77010 RM 1                            7.649 METERS 17818     |
 NE1152| NE1151 77011                               APPROX. 0.6 KM 1785337.2 |
 NE1152| CH0718 77010 RM 2                           13.856 METERS 26746     |
 NE1152| NE1191 DUNN                                APPROX. 3.3 KM 2781801.9 |
 NE1152|---------------------------------------------------------------------|
 NE1152
 NE1152                          SUPERSEDED SURVEY CONTROL
 NE1152
 NE1152  NAD 83(1986)-  42 57 57.15190(N)    082 43 29.17143(W) AD(       ) 2
 NE1152  NAD 27      -  42 57 57.05031(N)    082 43 29.44063(W) AD(       ) 2
 NE1152  NGVD 29             225.27   (m)          739.1    (f) LEVELING    3  
 NE1152
 NE1152.Superseded values are not recommended for survey control.
 NE1152
 NE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1152.See file dsdata.pdf to determine how the superseded data were derived.
 NE1152
 NE1152_MARKER: DD = SURVEY DISK
 NE1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1152_STAMPING: 77010 1977
 NE1152_MARK LOGO: MIDH
 NE1152_PROJECTION: FLUSH
 NE1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1152+STABILITY: SURFACE MOTION
 NE1152
 NE1152  HISTORY     - Date     Condition        Report By
 NE1152  HISTORY     - 1977     MONUMENTED       MIDH
 NE1152  HISTORY     - 19991211 GOOD             USPSQD
 NE1152
 NE1152                          STATION DESCRIPTION
 NE1152
 NE1152'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1152'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF EMMETT, 3
 NE1152'MILES WEST-SOUTHWEST OF GOODELLS, 5.4 MILES NORTHEAST OF
 NE1152'MEMPHIS AND IN THE NORTHWEST 1/4 OF SECTION 8, T 6 N, R 15 E.
 NE1152'
 NE1152'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH
 NE1152'ALONG HIGHWAY M-19 FOR 1.4 MILES TO DUNN ROAD, GO EAST ALONG
 NE1152'DUNN ROAD FOR 2 MILES TO FOX ROAD, GO SOUTH ALONG FOX ROAD FOR
 NE1152'0.45 MILE TO THE STATION ON THE LEFT.
 NE1152'
 NE1152'STATION MARKS, STAMPED---77010 1977---, ARE MICHIGAN DEPARTMENT
 NE1152'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1152'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1152'SURFACE.  IT IS 173 FEET NORTH OF THE CENTER OF SPARLING ROAD,
 NE1152'47.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 21.4 FEET EAST
 NE1152'OF THE CENTER OF FOX ROAD AND 4.2 FEET SOUTH OF A WITNESS POST.
 NE1152'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1152'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1152'
 NE1152'REFERENCE MARK 1, STAMPED---NO 1 77010 1977---, IS SET IN THE
 NE1152'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1152'GROUND SURFACE.  IT IS 148 FEET NORTH OF THE CENTER OF SPARLING
 NE1152'ROAD, 29.2 FEET SOUTH OF A WITNESS POST AND 21 FEET EAST OF THE
 NE1152'CENTER OF FOX ROAD.
 NE1152'
 NE1152'REFERENCE MARK 2, STAMPED---NO 2 77010 1977---, IS SET IN THE
 NE1152'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1152'GROUND SURFACE.  IT IS 173 FEET NORTH OF THE CENTER OF SPARLING
 NE1152'ROAD, 45.5 FEET WEST OF A WITNESS POST AND 24 FEET WEST OF THE
 NE1152'CENTER OF FOX ROAD.
 NE1152'
 NE1152'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1152'TRANSPORTATION DISKS.
 NE1152'
 NE1152'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 NE1152'DESCRIBED BY G. ROSENDALE.
 NE1152
 NE1152                          STATION RECOVERY (1999)
 NE1152
 NE1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1151 ***********************************************************************
 NE1151  DESIGNATION -  77011
 NE1151  PID         -  NE1151
 NE1151  STATE/COUNTY-  MI/ST CLAIR
 NE1151  COUNTRY     -  US
 NE1151  USGS QUAD   -  GOODELLS (2017)
 NE1151
 NE1151                         *CURRENT SURVEY CONTROL
 NE1151  ______________________________________________________________________
 NE1151* NAD 83(1994) POSITION- 42 57 37.98045(N) 082 43 28.63425(W)   ADJUSTED
 NE1151* NAVD 88 ORTHO HEIGHT -   225.5   (meters)      740.    (feet) VERTCON3
 NE1151  ______________________________________________________________________
 NE1151  GEOID HEIGHT    -        -34.824 (meters)                     GEOID18
 NE1151  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 NE1151  HORZ ORDER      -  SECOND
 NE1151
 NE1151.The horizontal coordinates were established by classical geodetic methods
 NE1151.and adjusted by the National Geodetic Survey in February 1997.
 NE1151
 NE1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1151
 NE1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1151.GEOID18 height accuracy estimate available here.
 NE1151
 NE1151.Click photographs - Photos may exist for this station.
 NE1151
 NE1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1151
 NE1151. The following values were computed from the NAD 83(1994) position.
 NE1151
 NE1151;                    North         East     Units Scale Factor Converg.
 NE1151;SPC MI S     -   163,540.746 4,133,958.798   MT  0.99990774   +1 07 02.9
 NE1151;SPC MI S     -   536,551.00 13,562,856.95   iFT  0.99990774   +1 07 02.9
 NE1151;UTM  17      - 4,757,876.915   359,337.569   MT  0.99984341   -1 10 31.8
 NE1151
 NE1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1151!SPC MI S     -   0.99997010  x   0.99990774  =   0.99987784
 NE1151!UTM  17      -   0.99997010  x   0.99984341  =   0.99981352
 NE1151
 NE1151:                Primary Azimuth Mark                     Grid Az
 NE1151:SPC MI S     -  WALES                                    082 21 26.1
 NE1151:UTM  17      -  WALES                                    084 39 00.8
 NE1151
 NE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5933757876(NAD 83)
 NE1151
 NE1151|---------------------------------------------------------------------|
 NE1151| PID    Reference Object                     Distance      Geod. Az  |
 NE1151|                                                           dddmmss.s |
 NE1151| NE0988 WALES                               APPROX. 3.7 KM 0832829.0 |
 NE1151| CH0719 77011 RM 1                           11.605 METERS 08844     |
 NE1151| CH0720 77011 RM 2                            7.618 METERS 17816     |
 NE1151| NE1152 77010                               APPROX. 0.6 KM 3585337.5 |
 NE1151|---------------------------------------------------------------------|
 NE1151
 NE1151                          SUPERSEDED SURVEY CONTROL
 NE1151
 NE1151  NAD 83(1986)-  42 57 37.97011(N)    082 43 28.66722(W) AD(       ) 2
 NE1151  NAD 27      -  42 57 37.86840(N)    082 43 28.93660(W) AD(       ) 2
 NE1151  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 NE1151
 NE1151.Superseded values are not recommended for survey control.
 NE1151
 NE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1151.See file dsdata.pdf to determine how the superseded data were derived.
 NE1151
 NE1151_MARKER: DD = SURVEY DISK
 NE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1151_STAMPING: 77011 1977
 NE1151_MARK LOGO: MIDH
 NE1151_PROJECTION: FLUSH
 NE1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1151+STABILITY: SURFACE MOTION
 NE1151
 NE1151  HISTORY     - Date     Condition        Report By
 NE1151  HISTORY     - 1977     MONUMENTED       MIDH
 NE1151  HISTORY     - 19991211 GOOD             USPSQD
 NE1151
 NE1151                          STATION DESCRIPTION
 NE1151
 NE1151'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1151'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF EMMETT, E.T
 NE1151'3.5 MILES WEST-SOUTHWEST OF GOODELLS, 5 MILES NORTHEAST OF
 NE1151'MEMPHIS AND IN THE SOUTHEAST 1/4 OF SECTION 7, T 6 N, R 15 E.
 NE1151'
 NE1151'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT, GO SOUTH
 NE1151'ON STATE HIGHWAY M-19 FOR 1.4 MILES TO DUNN ROAD, GO EAST FOR
 NE1151'2 MILES TO FOX ROAD, GO SOUTH ALONG FOX ROAD FOR 0.9 MILE TO
 NE1151'THE STATION ON THE RIGHT.
 NE1151'
 NE1151'STATION MARKS, STAMPED---77011 1977---, ARE MICHIGAN DEPARTMENT
 NE1151'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1151'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1151'SURFACE.  IT IS 114 FEET NORTH OF A 16 INCH OAK TREE, 48.3
 NE1151'FEET SOUTHWEST OF A FENCE POST, 20.6 FEET WEST OF THE CENTER
 NE1151'OF FOX ROAD AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 NE1151'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1151'INCHES BELOW THE GROUND SURFACE.
 NE1151'
 NE1151'REFERENCE MARK 1, STAMPED---NO 1 77011 1977---, IS SET IN THE
 NE1151'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1151'GROUND SURFACE.  IT IS 41.8 FEET EAST OF A WITNESS POST, 18.1
 NE1151'FEET SOUTHWEST OF A FENCE POST AND 17.2 FEET EAST OF THE CENTER
 NE1151'OF FOX ROAD.
 NE1151'
 NE1151'REFERENCE MARK 2, STAMPED---NO 2 77011 1977---, IS SET IN THE
 NE1151'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1151'GROUND SURFACE.  IT IS 89.2 FEET NORTH OF A 16 INCH OAK TREE,
 NE1151'25 FEET SOUTH OF A WITNESS POST AND 21 FEET WEST OF THE CENTER
 NE1151'OF FOX ROAD.
 NE1151'
 NE1151'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1151'TRANSPORTATION DISKS.
 NE1151'
 NE1151'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 NE1151'DESCRIBED BY G. ROSENDALE.
 NE1151
 NE1151                          STATION RECOVERY (1999)
 NE1151
 NE1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1194 ***********************************************************************
 NE1194  DESIGNATION -  77012
 NE1194  PID         -  NE1194
 NE1194  STATE/COUNTY-  MI/ST CLAIR
 NE1194  COUNTRY     -  US
 NE1194  USGS QUAD   -  MEMPHIS (2017)
 NE1194
 NE1194                         *CURRENT SURVEY CONTROL
 NE1194  ______________________________________________________________________
 NE1194* NAD 83(1994) POSITION- 42 58 17.88433(N) 082 48 10.55964(W)   ADJUSTED
 NE1194* NAVD 88 ORTHO HEIGHT -   239.9   (meters)      787.    (feet) VERTCON3
 NE1194  ______________________________________________________________________
 NE1194  GEOID HEIGHT    -        -34.827 (meters)                     GEOID18
 NE1194  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 NE1194  HORZ ORDER      -  SECOND
 NE1194
 NE1194.The horizontal coordinates were established by classical geodetic methods
 NE1194.and adjusted by the National Geodetic Survey in February 1997.
 NE1194
 NE1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1194
 NE1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1194.GEOID18 height accuracy estimate available here.
 NE1194
 NE1194.Click photographs - Photos may exist for this station.
 NE1194
 NE1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1194
 NE1194. The following values were computed from the NAD 83(1994) position.
 NE1194
 NE1194;                    North         East     Units Scale Factor Converg.
 NE1194;SPC MI S     -   164,650.179 4,127,547.908   MT  0.99990802   +1 03 51.0
 NE1194;SPC MI S     -   540,190.88 13,541,823.85   iFT  0.99990802   +1 03 51.0
 NE1194;UTM  17      - 4,759,241.901   352,976.543   MT  0.99986592   -1 13 45.0
 NE1194
 NE1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1194!SPC MI S     -   0.99996784  x   0.99990802  =   0.99987586
 NE1194!UTM  17      -   0.99996784  x   0.99986592  =   0.99983377
 NE1194
 NE1194:                Primary Azimuth Mark                     Grid Az
 NE1194:SPC MI S     -  77012 AZ MK                              250 39 07.4
 NE1194:UTM  17      -  77012 AZ MK                              252 56 43.4
 NE1194
 NE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5297659241(NAD 83)
 NE1194
 NE1194|---------------------------------------------------------------------|
 NE1194| PID    Reference Object                     Distance      Geod. Az  |
 NE1194|                                                           dddmmss.s |
 NE1194| NE1204 77012 AZ MK                         APPROX. 0.5 KM 2514258.4 |
 NE1194| CH0722 77012 RM 2                           12.570 METERS 27121     |
 NE1194| CH0721 77012 RM 1                           13.217 METERS 35605     |
 NE1194|---------------------------------------------------------------------|
 NE1194
 NE1194                          SUPERSEDED SURVEY CONTROL
 NE1194
 NE1194  NAD 83(1986)-  42 58 17.87520(N)    082 48 10.59216(W) AD(       ) 2
 NE1194  NAD 27      -  42 58 17.77506(N)    082 48 10.85200(W) AD(       ) 2
 NE1194  NGVD 29 (07/19/86)  240.0    (m)          787.     (f) VERT ANG       
 NE1194
 NE1194.Superseded values are not recommended for survey control.
 NE1194
 NE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1194.See file dsdata.pdf to determine how the superseded data were derived.
 NE1194
 NE1194_MARKER: DD = SURVEY DISK
 NE1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1194_STAMPING: 77012 1977
 NE1194_MARK LOGO: MIDH
 NE1194_PROJECTION: FLUSH
 NE1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1194+STABILITY: SURFACE MOTION
 NE1194
 NE1194  HISTORY     - Date     Condition        Report By
 NE1194  HISTORY     - 1977     MONUMENTED       MIDH
 NE1194
 NE1194                          STATION DESCRIPTION
 NE1194
 NE1194'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1194'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF EMMETT,
 NE1194'5.5 MILES NORTH-NORTHWEST OF MEMPHIS AND IN THE SOUTHWEST 1/4
 NE1194'OF SECTION 3, T 6 N, R 14 E.
 NE1194'
 NE1194'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON
 NE1194'STATE HIGHWAY M-19 FOR 0.2 MILE TO BURT ROAD, GO WEST FOR 2
 NE1194'MILES TO BRAIDWOOD ROAD THENCE SOUTH FOR 0.95 MILE TO THE
 NE1194'STATION ON THE WEST SIDE OF BRAIDWOOD ROAD.  TO REACH THE
 NE1194'AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.5 MILE TO DUNN
 NE1194'ROAD THENCE WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 NE1194'NORTH SIDE OF DUNN ROAD.
 NE1194'
 NE1194'STATION MARKS, STAMPED---77012 1977---, ARE MICHIGAN DEPARTMENT
 NE1194'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1194'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1194'SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF BRAIDWOOD ROAD,
 NE1194'42.3 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND
 NE1194'4 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1194'THE TOP OF AN IRREGULAR MSS OF CONCRETE 48 INCHES BELOW THE
 NE1194'GROUND SURFACE.
 NE1194'
 NE1194'REFERENCE MARK 1, STAMPED---NO 1 77012 1977---, IS SET IN THE
 NE1194'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1194'GROUND SURFACE.  IT IS 17.5 FEET EAST OF THE CENTER OF
 NE1194'BRAIDWOOD ROAD, 32.4 FEET SOUTH-SOUTHWEST OF A 20 INCH APPLE
 NE1194'TREE AND 47 FEET NORTH OF THE WITNESS POST.
 NE1194'
 NE1194'REFERENCE MARK 2, STAMPED---NO 2 77012 1977---, IS SET IN THE
 NE1194'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1194'GROUND SURFACE.  IT IS 21 FEET WEST OF THE CENTER OF BRAIDWOOD
 NE1194'ROAD, 6 FEET SOUTHEAST OF A 12 INCH APPLE TREE AND 41.5 FEET
 NE1194'WEST OF THE WITNESS POST.
 NE1194'
 NE1194'AZIMUTH MARKS, STAMPED---AZ 77012 1977---, ARE REFERENCE MARK
 NE1194'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1194'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1194'IT IS 31.5 FEET NORTH OF THE CENTER OF DUNN ROAD, 4.1 FEET WEST
 NE1194'OF A WITNESS POST, 27 FEET SOUTHEAST OF A 3 INCH ELM TREE, 14
 NE1194'FEET NORTH OF A CONCRETE CULVERT MARKER AND 70.4 FEET NORTH-
 NE1194'NORTHWEST OF A 6 INCH ASH TREE.  THE UNDERGROUND DISK IS SET IN
 NE1194'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1194'GROUND SURFACE.
 NE1194'
 NE1194'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1194'TRANSPORTATION DISKS.
 NE1194'
 NE1194'HEIGHT OF LIGHT ABOVE STATION WAS 1.7 METERS.
 NE1194'DESCRIBED BY G. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1204 ***********************************************************************
 NE1204  DESIGNATION -  77012 AZ MK
 NE1204  PID         -  NE1204
 NE1204  STATE/COUNTY-  MI/ST CLAIR
 NE1204  COUNTRY     -  US
 NE1204  USGS QUAD   -  MEMPHIS (2017)
 NE1204
 NE1204                         *CURRENT SURVEY CONTROL
 NE1204  ______________________________________________________________________
 NE1204* NAD 83(1994) POSITION- 42 58 12.55488(N) 082 48 32.52239(W)   ADJUSTED
 NE1204* NAVD 88 ORTHO HEIGHT -   240.1   (meters)      788.    (feet) VERTCON3
 NE1204  ______________________________________________________________________
 NE1204  GEOID HEIGHT    -        -34.833 (meters)                     GEOID18
 NE1204  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 NE1204  HORZ ORDER      -  SECOND
 NE1204
 NE1204.The horizontal coordinates were established by classical geodetic methods
 NE1204.and adjusted by the National Geodetic Survey in February 1997.
 NE1204
 NE1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1204
 NE1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1204.GEOID18 height accuracy estimate available here.
 NE1204
 NE1204.Click photographs - Photos may exist for this station.
 NE1204
 NE1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1204
 NE1204. The following values were computed from the NAD 83(1994) position.
 NE1204
 NE1204;                    North         East     Units Scale Factor Converg.
 NE1204;SPC MI S     -   164,476.536 4,127,053.391   MT  0.99990798   +1 03 36.1
 NE1204;SPC MI S     -   539,621.18 13,540,201.41   iFT  0.99990798   +1 03 36.1
 NE1204;UTM  17      - 4,759,088.193   352,475.494   MT  0.99986774   -1 13 59.8
 NE1204
 NE1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1204!SPC MI S     -   0.99996781  x   0.99990798  =   0.99987579
 NE1204!UTM  17      -   0.99996781  x   0.99986774  =   0.99983556
 NE1204
 NE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5247559088(NAD 83)
 NE1204
 NE1204                          SUPERSEDED SURVEY CONTROL
 NE1204
 NE1204  NAD 83(1986)-  42 58 12.54584(N)    082 48 32.55494(W) AD(       ) 2
 NE1204  NAD 27      -  42 58 12.44575(N)    082 48 32.81410(W) AD(       ) 2
 NE1204  NGVD 29 (07/19/86)  240.2    (m)          788.     (f) VERT ANG       
 NE1204
 NE1204.Superseded values are not recommended for survey control.
 NE1204
 NE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1204.See file dsdata.pdf to determine how the superseded data were derived.
 NE1204
 NE1204_MARKER: DR = REFERENCE MARK DISK
 NE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1204_STAMPING: AZ 77012 1977
 NE1204_MARK LOGO: MIDH
 NE1204_PROJECTION: FLUSH
 NE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1204+STABILITY: SURFACE MOTION
 NE1204
 NE1204  HISTORY     - Date     Condition        Report By
 NE1204  HISTORY     - 1977     MONUMENTED       MIDH
 NE1204
 NE1204                          STATION DESCRIPTION
 NE1204
 NE1204'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1204'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF EMMETT,
 NE1204'5.5 MILES NORTH-NORTHWEST OF MEMPHIS.
 NE1204'
 NE1204'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON
 NE1204'STATE HIGHWAY M-19 FOR 0.2 MILE TO BURT ROAD, GO WEST FOR 2
 NE1204'MILES TO BRAIDWOOD ROAD THENCE SOUTH FOR 1.45 MILES TO DUNN
 NE1204'ROAD THENCE WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 NE1204'NORTH SIDE OF DUNN ROAD.
 NE1204'
 NE1204'AZIMUTH MARKS, STAMPED---AZ 77012 1977---, ARE REFERENCE MARK
 NE1204'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1204'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1204'IT IS 31.5 FEET NORTH OF THE CENTER OF DUNN ROAD, 4.1 FEET WEST
 NE1204'OF A WITNESS POST, 27 FEET SOUTHEAST OF A 3 INCH ELM TREE, 14
 NE1204'FEET NORTH OF A CONCRETE CULVERT MARKER AND 70.4 FEET NORTH-
 NE1204'NORTHWEST OF A 6 INCH ASH TREE.  THE UNDERGROUND DISK IS SET IN
 NE1204'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1204'GROUND SURFACE.
 NE1204'
 NE1204'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77012 MIDH.
 NE1204'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1204'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1217 ***********************************************************************
 NE1217  DESIGNATION -  77013
 NE1217  PID         -  NE1217
 NE1217  STATE/COUNTY-  MI/ST CLAIR
 NE1217  COUNTRY     -  US
 NE1217  USGS QUAD   -  ALLENTON (2017)
 NE1217
 NE1217                         *CURRENT SURVEY CONTROL
 NE1217  ______________________________________________________________________
 NE1217* NAD 83(1994) POSITION- 42 59 24.04897(N) 082 54 29.75058(W)   ADJUSTED
 NE1217* NAVD 88 ORTHO HEIGHT -   243.7   (meters)      800.    (feet) VERTCON3
 NE1217  ______________________________________________________________________
 NE1217  GEOID HEIGHT    -        -34.858 (meters)                     GEOID18
 NE1217  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 NE1217  HORZ ORDER      -  SECOND
 NE1217
 NE1217.The horizontal coordinates were established by classical geodetic methods
 NE1217.and adjusted by the National Geodetic Survey in February 1997.
 NE1217
 NE1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1217
 NE1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1217.GEOID18 height accuracy estimate available here.
 NE1217
 NE1217.Click photographs - Photos may exist for this station.
 NE1217
 NE1217.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1217
 NE1217. The following values were computed from the NAD 83(1994) position.
 NE1217
 NE1217;                    North         East     Units Scale Factor Converg.
 NE1217;SPC MI S     -   166,537.262 4,118,921.994   MT  0.99990855   +0 59 32.9
 NE1217;SPC MI S     -   546,382.09 13,513,523.60   iFT  0.99990855   +0 59 32.9
 NE1217;UTM  17      - 4,761,472.628   344,433.289   MT  0.99989773   -1 18 05.2
 NE1217
 NE1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1217!SPC MI S     -   0.99996725  x   0.99990855  =   0.99987580
 NE1217!UTM  17      -   0.99996725  x   0.99989773  =   0.99986498
 NE1217
 NE1217:                Primary Azimuth Mark                     Grid Az
 NE1217:SPC MI S     -  77013 AZ MK                              176 27 10.7
 NE1217:UTM  17      -  77013 AZ MK                              178 44 48.8
 NE1217
 NE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4443361472(NAD 83)
 NE1217
 NE1217|---------------------------------------------------------------------|
 NE1217| PID    Reference Object                     Distance      Geod. Az  |
 NE1217|                                                           dddmmss.s |
 NE1217| CH0723 77013 RM 1                           17.410 METERS 04709     |
 NE1217| NE1216 77013 RM 2                           17.230 METERS 12320     |
 NE1217| NE0974 77013 AZ MK                         APPROX. 0.7 KM 1772643.6 |
 NE1217|---------------------------------------------------------------------|
 NE1217
 NE1217                          SUPERSEDED SURVEY CONTROL
 NE1217
 NE1217  NAD 83(1986)-  42 59 24.04144(N)    082 54 29.78237(W) AD(       ) 2
 NE1217  NAD 27      -  42 59 23.94242(N)    082 54 30.02928(W) AD(       ) 2
 NE1217  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 NE1217
 NE1217.Superseded values are not recommended for survey control.
 NE1217
 NE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1217.See file dsdata.pdf to determine how the superseded data were derived.
 NE1217
 NE1217_MARKER: DD = SURVEY DISK
 NE1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1217_STAMPING: 77013 1977
 NE1217_MARK LOGO: MIDH
 NE1217_PROJECTION: FLUSH
 NE1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1217+STABILITY: SURFACE MOTION
 NE1217
 NE1217  HISTORY     - Date     Condition        Report By
 NE1217  HISTORY     - 1977     MONUMENTED       MIDH
 NE1217  HISTORY     - 20060126 MARK NOT FOUND   INDIV
 NE1217
 NE1217                          STATION DESCRIPTION
 NE1217
 NE1217'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1217'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF CAPAC,
 NE1217'5.5 MILES NORTH-NORTHEAST OF ALLENTON ON COUNTY ROAD RIGHT-OF-
 NE1217'WAY PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 34, T 6 N,
 NE1217'R 13 E.
 NE1217'
 NE1217'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC GO EAST
 NE1217'ABOUT 300 FEET TO CAPAC ROAD THENCE SOUTH FOR 1.6 MILES TO
 NE1217'KOEHN ROAD, THENCE EAST FOR 1 MILE TO MOSS ROAD, THENCE SOUTH
 NE1217'ABOUT 400 FEET TO THE STATION ON THE WEST SIDE OF MOSS ROAD.
 NE1217'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4
 NE1217'MILE TO THE MARK ON THE SOUTH SIDE OF DUNN ROAD.
 NE1217'
 NE1217'STATION MARKS, STAMPED---77013 1977---, ARE MICHIGAN DEPARTMENT
 NE1217'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1217'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1217'SURFACE.  IT IS 25 FEET WEST OF THE CENTER OF MOSS ROAD, 53
 NE1217'FEET SOUTH OF A TELEPHONE POLE AND 4 FEET SOUTH OF THE WITNESS
 NE1217'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1217'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1217'
 NE1217'REFERENCE MARK 1, STAMPED---NO 1 77013 1977---, IS SET IN THE
 NE1217'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1217'GROUND SURFACE.  IT IS 18 FEET EAST OF THE CENTER OF MOSS ROAD,
 NE1217'51 FEET WEST OF A FENCE, 86.2 FEET SOUTH OF A 16 INCH BOX ELDER
 NE1217'TREE AND 43.6 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 NE1217'
 NE1217'REFERENCE MARK 2, STAMPED---NO 2 77013 1977---, IS SET IN THE
 NE1217'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1217'GROUND SURFACE.  IT IS 22 FEET EAST OF THE CENTER OF MOSS ROAD,
 NE1217'47 FEET WEST OF A FENCE AND 156.2 FEET SOUTH OF A 16 INCH BOX
 NE1217'ELDER TREE.
 NE1217'
 NE1217'AZIMUTH MARKS, STAMPED---AZ 77013 1977---, ARE REFERENCE MARK
 NE1217'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1217'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1217'IT IS 29 FEET SOUTH OF DUNN ROAD, 6 FEET EAST OF THE CENTER OF
 NE1217'MOSS ROAD (EXTENDED), 4.1 FEET EAST OF THE WITNESS POST, 91
 NE1217'FEET SOUTHEAST OF A TELEPHONE RISER AND 65.6 FEET SOUTHWEST OF
 NE1217'A STREET SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1217'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1217'
 NE1217'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1217'TRANSPORTATION DISKS.
 NE1217'
 NE1217'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1217'DESCRIBED BY G.P. ROSENDALE.
 NE1217
 NE1217                          STATION RECOVERY (2006)
 NE1217
 NE1217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0974 ***********************************************************************
 NE0974  FBN         -  This is a Federal Base Network Control Station.
 NE0974  DESIGNATION -  77013 AZ MK
 NE0974  PID         -  NE0974
 NE0974  STATE/COUNTY-  MI/ST CLAIR
 NE0974  COUNTRY     -  US
 NE0974  USGS QUAD   -  ALLENTON (2017)
 NE0974
 NE0974                         *CURRENT SURVEY CONTROL
 NE0974  ______________________________________________________________________
 NE0974* NAD 83(2011) POSITION- 42 59 01.06774(N) 082 54 28.35276(W)   ADJUSTED
 NE0974* NAD 83(2011) ELLIP HT-   207.669 (meters)        (06/27/12)   ADJUSTED
 NE0974* NAD 83(2011) EPOCH   -  2010.00
 NE0974* NAVD 88 ORTHO HEIGHT -   242.546 (meters)      795.75  (feet) ADJUSTED
 NE0974  ______________________________________________________________________
 NE0974  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 NE0974  NAD 83(2011) X  -    576,994.914 (meters)                     COMP
 NE0974  NAD 83(2011) Y  - -4,637,589.172 (meters)                     COMP
 NE0974  NAD 83(2011) Z  -  4,326,313.133 (meters)                     COMP
 NE0974  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 NE0974  DYNAMIC HEIGHT  -        242.480 (meters)      795.54  (feet) COMP
 NE0974  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 NE0974  OBS GRAVITY     -    980,336.9   (mgal)                       GRAV_OBS
 NE0974
 NE0974  VERT ORDER      -  SECOND    CLASS I
 NE0974
 NE0974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0974  Standards:
 NE0974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0974  -------------------------------------------------------------------
 NE0974  NETWORK    0.27   0.47           0.12   0.10   0.24     -0.06394960
 NE0974  -------------------------------------------------------------------
 NE0974  Click here for local accuracies and other accuracy information.
 NE0974
 NE0974.The horizontal coordinates were established by GPS observations
 NE0974.and adjusted by the National Geodetic Survey in June 2012.
 NE0974
 NE0974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0974.been affixed to the stable North American tectonic plate. See 
 NE0974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0974
 NE0974.The horizontal coordinates are valid at the epoch date displayed above
 NE0974.which is a decimal equivalence of Year/Month/Day.
 NE0974
 NE0974.The orthometric height was determined by differential leveling and
 NE0974.adjusted by the NATIONAL GEODETIC SURVEY
 NE0974.in July 2007.
 NE0974
 NE0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0974.GEOID18 height accuracy estimate available here.
 NE0974
 NE0974.Click photographs - Photos may exist for this station.
 NE0974
 NE0974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0974
 NE0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0974
 NE0974.The ellipsoidal height was determined by GPS observations
 NE0974.and is referenced to NAD 83.
 NE0974
 NE0974.The dynamic height is computed by dividing the NAVD 88
 NE0974.geopotential number by the normal gravity value computed on the
 NE0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0974.degrees latitude (g = 980.6199 gals.).
 NE0974
 NE0974.The modeled gravity was interpolated from observed gravity values.
 NE0974
 NE0974.The observed gravity was obtained from relative gravimeter ties
 NE0974.to the IGSN71 gravity network.
 NE0974
 NE0974. The following values were computed from the NAD 83(2011) position.
 NE0974
 NE0974;                    North         East     Units Scale Factor Converg.
 NE0974;SPC MI S     -   165,828.804 4,118,965.938   MT  0.99990835   +0 59 33.9
 NE0974;SPC MI S     -   544,057.76 13,513,667.78   iFT  0.99990835   +0 59 33.9
 NE0974;UTM  17      - 4,760,762.986   344,448.842   MT  0.99989767   -1 18 03.7
 NE0974
 NE0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0974!SPC MI S     -   0.99996743  x   0.99990835  =   0.99987579
 NE0974!UTM  17      -   0.99996743  x   0.99989767  =   0.99986511
 NE0974
 NE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4444860762(NAD 83)
 NE0974
 NE0974                          SUPERSEDED SURVEY CONTROL
 NE0974
 NE0974  ELLIP H (06/10/07)  207.681  (m)                       GP(       ) 4 1
 NE0974  NAD 83(2007)-  42 59 01.06789(N)    082 54 28.35365(W) AD(2002.00) 0
 NE0974  ELLIP H (02/10/07)  207.728  (m)                       GP(2002.00)    
 NE0974  ELLIP H (06/11/02)  207.741  (m)                       GP(       ) 4 1
 NE0974  NAD 83(1994)-  42 59 01.06851(N)    082 54 28.35391(W) AD(       ) B
 NE0974  NAD 83(1994)-  42 59 01.06802(N)    082 54 28.35355(W) AD(       ) B
 NE0974  ELLIP H (09/20/95)  207.708  (m)                       GP(       ) 1 2
 NE0974  NAD 83(1986)-  42 59 01.06097(N)    082 54 28.38589(W) AD(       ) 2
 NE0974  NAD 27      -  42 59 00.96178(N)    082 54 28.63289(W) AD(       ) 2
 NE0974  NAVD 88             242.55   (m)          795.8    (f) LEVELING    3  
 NE0974  NAVD 88             242.50   (m)          795.6    (f) LEVELING    3  
 NE0974  NAVD 88 (06/15/91)  242.495  (m)          795.59   (f) SUPERSEDED  2 2
 NE0974  NGVD 29             242.61   (m)          796.0    (f) LEVELING    3  
 NE0974
 NE0974.Superseded values are not recommended for survey control.
 NE0974
 NE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0974.See file dsdata.pdf to determine how the superseded data were derived.
 NE0974
 NE0974_MARKER: DR = REFERENCE MARK DISK
 NE0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0974_STAMPING: 77013 AZ 1977
 NE0974_MARK LOGO: MIDH
 NE0974_PROJECTION: FLUSH
 NE0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0974+STABILITY: SURFACE MOTION
 NE0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0974+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2008
 NE0974
 NE0974  HISTORY     - Date     Condition        Report By
 NE0974  HISTORY     - 1977     MONUMENTED       MIDH
 NE0974  HISTORY     - 1977     GOOD             MIDH
 NE0974  HISTORY     - 19931115 GOOD             USDA
 NE0974  HISTORY     - 19940825 GOOD             NGS
 NE0974  HISTORY     - 19941115 GOOD             LOCENG
 NE0974  HISTORY     - 20010426 GOOD             MIDH
 NE0974  HISTORY     - 20011001 GOOD             MI-147
 NE0974  HISTORY     - 20030930 GOOD             ROWEIN
 NE0974  HISTORY     - 20060412 GOOD             MIDT
 NE0974  HISTORY     - 20080911 GOOD             ROWEIN
 NE0974
 NE0974                          STATION DESCRIPTION
 NE0974
 NE0974'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 NE0974'2.3 MI SE FROM CAPAC.
 NE0974'THE BENCH MARK IS LOCATED IN ST.CLAIR COUNTY,T6N R13E, BERLIN TOWNSHIP
 NE0974'SECTION 3. FROM THE POST OFFICE IN CAPAC GO EAST 300 FEET TO CAPAC
 NE0974'ROAD, GO SOUTH ALONG CAPAC ROAD 2.1 MILES TO BURT ROAD, GO EAST ALONG
 NE0974'BURT ROAD 1.0 MILES TO MOSS ROAD AND MARK ON RIGHT. IT IS 91 FEET
 NE0974'SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE RISER POST, 65.6 FEET
 NE0974'SOUTHWEST OF A STREET SIGN POST, 29 FEET SOUTH OF THE CENTERLINE OF
 NE0974'BURT ROAD, 6 FEET EAST OF CENTERLINE OF MOSS ROAD EXTENDED AND 4 FEET
 NE0974'EAST OF A METAL POST. A STANDARD DISK STAMPED, AZ 77013 1977, SET IN
 NE0974'A 12 INCH CONCRETE POST.FLUSH WITH THE GROUND.
 NE0974
 NE0974                          STATION RECOVERY (1977)
 NE0974
 NE0974'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE0974'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF CAPAC,
 NE0974'5.5 MILES NORTH-NORTHEAST OF ALLENTON ON COUNTY ROAD RIGHT-OF-
 NE0974'WAY PROPERTY.
 NE0974'
 NE0974'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC GO EAST
 NE0974'ABOUT 300 FEET TO CAPAC ROAD THENCE SOUTH FOR 1.6 MILES TO
 NE0974'KOEHN ROAD, THENCE EAST FOR 1 MILE TO MOSS ROAD, THENCE SOUTH
 NE0974'ABOUT 0.45 MILE TO THE STATION ON THE SOUTH SIDE OF DUNN ROAD.
 NE0974'
 NE0974'AZIMUTH MARKS, STAMPED---AZ 77013 1977---, ARE REFERENCE MARK
 NE0974'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE0974'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE0974'IT IS 29 FEET SOUTH OF DUNN ROAD, 6 FEET EAST OF THE CENTER OF
 NE0974'MOSS ROAD (EXTENDED), 4.1 FEET EAST OF THE WITNESS POST, 91
 NE0974'FEET SOUTHEAST OF A TELEPHONE RISER AND 65.6 FEET SOUTHWEST OF
 NE0974'A STREET SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE0974'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE0974'
 NE0974'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77013 MIDH.
 NE0974'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE0974'DESCRIBED BY G.P. ROSENDALE.
 NE0974
 NE0974                          STATION RECOVERY (1993)
 NE0974
 NE0974'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0974'RECOVERED AS DESCRIBED.
 NE0974
 NE0974                          STATION RECOVERY (1994)
 NE0974
 NE0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE0974'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF EMMET, 2 MI (3.2 KM)
 NE0974'SOUTHEAST OF THE VILLAGE OF CAPAC, ALONG A GRADED ROAD, ON THE
 NE0974'RIGHT-OF-WAY, ADJACENT TO A FIELD, IN THE NORTHEAST 1/4 OF SECTION 3,
 NE0974'T 6 N, R 13 E, IN BERLIN TOWNSHIP, ON THE ALLENTON QUADRANGLE MAP.
 NE0974'OWNERSHIP--ST CLAIR COUNTY.  TO REACH FROM THE OVERPASS OF THE
 NE0974'JUNCTION OF INTERSTATE HIGHWAY 69, (EXIT 176) AND CAPAC ROAD, GO SOUTH
 NE0974'ON CAPAC ROAD FOR 0.2 MI (0.3 KM) TO A GRADED CROSSROAD, BURT ROAD.
 NE0974'TURN LEFT, EAST ON BURT ROAD FOR 1.0 MI (1.6 KM) TO STATION ON THE
 NE0974'RIGHT AT A TRACK ROAD LEFT.  THE STATION IS FLUSH WITH THE GROUND.  IT
 NE0974'IS 91 FT (27.7 M) SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE RISER
 NE0974'POST, 65.6 FT (20.0 M) SOUTHWEST OF A STREET SIGN POST, 29 FT (8.8 M)
 NE0974'SOUTH OF THE CENTERLINE OF BURT ROAD, AND 6 FT (1.8 M) EAST OF
 NE0974'CENTERLINE OF MOSS ROAD EXTENDED.
 NE0974
 NE0974                          STATION RECOVERY (1994)
 NE0974
 NE0974'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0974'RECOVERED AS DESCRIBED.
 NE0974
 NE0974                          STATION RECOVERY (2001)
 NE0974
 NE0974'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2001 (JVY)
 NE0974'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NE0974'TRANSPORTATION, (JVY) IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NE0974'WITH G.P.S.
 NE0974'
 NE0974'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MI.
 NE0974
 NE0974                          STATION RECOVERY (2001)
 NE0974
 NE0974'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0974'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0974'SUBMITTED - FEBRUARY 21, 2002
 NE0974
 NE0974                          STATION RECOVERY (2003)
 NE0974
 NE0974'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0974'RECOVERED IN GOOD CONDITION.
 NE0974
 NE0974                          STATION RECOVERY (2006)
 NE0974
 NE0974'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0974'RECOVERED AS DESCRIBED.
 NE0974
 NE0974                          STATION RECOVERY (2008)
 NE0974
 NE0974'RECOVERY NOTE BY ROWE INCORPORATED 2008 (DCB)
 NE0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1216 ***********************************************************************
 NE1216  DESIGNATION -  77013 RM 2
 NE1216  PID         -  NE1216
 NE1216  STATE/COUNTY-  MI/ST CLAIR
 NE1216  COUNTRY     -  US
 NE1216  USGS QUAD   -  ALLENTON (2017)
 NE1216
 NE1216                         *CURRENT SURVEY CONTROL
 NE1216  ______________________________________________________________________
 NE1216* NAD 83(1994) POSITION- 42 59 23.74221(N) 082 54 29.11507(W)   ADJUSTED
 NE1216* NAVD 88 ORTHO HEIGHT -   243.6   (meters)      799.    (feet) VERTCON3
 NE1216  ______________________________________________________________________
 NE1216  GEOID HEIGHT    -        -34.858 (meters)                     GEOID18
 NE1216  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 NE1216  HORZ ORDER      -  SECOND
 NE1216
 NE1216.The horizontal coordinates were established by classical geodetic methods
 NE1216.and adjusted by the National Geodetic Survey in February 1997.
 NE1216
 NE1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1216
 NE1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1216.GEOID18 height accuracy estimate available here.
 NE1216
 NE1216.Click photographs - Photos may exist for this station.
 NE1216
 NE1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1216
 NE1216. The following values were computed from the NAD 83(1994) position.
 NE1216
 NE1216;                    North         East     Units Scale Factor Converg.
 NE1216;SPC MI S     -   166,528.047 4,118,936.551   MT  0.99990855   +0 59 33.4
 NE1216;SPC MI S     -   546,351.86 13,513,571.36   iFT  0.99990855   +0 59 33.4
 NE1216;UTM  17      - 4,761,462.838   344,447.466   MT  0.99989767   -1 18 04.8
 NE1216
 NE1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1216!SPC MI S     -   0.99996727  x   0.99990855  =   0.99987582
 NE1216!UTM  17      -   0.99996727  x   0.99989767  =   0.99986494
 NE1216
 NE1216:                Primary Azimuth Mark                     Grid Az
 NE1216:SPC MI S     -  TT 9 B                                   085 56 18.7
 NE1216:UTM  17      -  TT 9 B                                   088 13 56.9
 NE1216
 NE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4444761462(NAD 83)
 NE1216
 NE1216|---------------------------------------------------------------------|
 NE1216| PID    Reference Object                     Distance      Geod. Az  |
 NE1216|                                                           dddmmss.s |
 NE1216| NE1213 TT 9 B                              APPROX. 2.4 KM 0865552.1 |
 NE1216| NE1217 77013                                17.230 METERS 30320     |
 NE1216|---------------------------------------------------------------------|
 NE1216
 NE1216                          SUPERSEDED SURVEY CONTROL
 NE1216
 NE1216  NAD 83(1986)-  42 59 23.73466(N)    082 54 29.14687(W) AD(       ) 2
 NE1216  NAD 27      -  42 59 23.63564(N)    082 54 29.39380(W) AD(       ) 2
 NE1216  NGVD 29 (07/19/86)  243.7    (m)          800.     (f) VERT ANG       
 NE1216
 NE1216.Superseded values are not recommended for survey control.
 NE1216
 NE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1216.See file dsdata.pdf to determine how the superseded data were derived.
 NE1216
 NE1216_MARKER: DR = REFERENCE MARK DISK
 NE1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1216_STAMPING: NO 2 77013 1977
 NE1216_MARK LOGO: MIDH
 NE1216_PROJECTION: FLUSH
 NE1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1216+STABILITY: SURFACE MOTION
 NE1216
 NE1216  HISTORY     - Date     Condition        Report By
 NE1216  HISTORY     - 1977     MONUMENTED       MIDH
 NE1216
 NE1216                          STATION DESCRIPTION
 NE1216
 NE1216'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1216'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF ALMONT, 5.2 MI
 NE1216'(8.4 KM) NORTH-NORTHEAST OF ALLENTON AND 1.9 MI (3.1 KM)
 NE1216'SOUTH-SOUTHEAST OF CAPAC.
 NE1216'
 NE1216'TO REACH FROM THE POST OFFICE IN CAPAC, GO EAST ABOUT 300 FT (91.4 M)
 NE1216'TO CAPAC ROAD, THENCE SOUTH FOR 1.6 MI (2.6 KM) TO KOEHN ROAD, THENCE
 NE1216'EAST FOR 1 MI (1.6 KM) TO MOSS ROAD, THENCE SOUTH ABOUT 400 FT
 NE1216'(121.9 M) TO THE MARK ON THE EAST SIDE OF MOSS ROAD.
 NE1216'
 NE1216'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 NE1216'MONUMENT 18 FT (5.5 M) EAST OF THE CENTER OF MOSS ROAD, 51 FT (15.5 M)
 NE1216'WEST OF A FENCE, 86.2 FT (26.3 M) SOUTH OF A 16 INCH (41 CM) BOX ELDER
 NE1216'TREE AND 43.6 FT (13.3 M) EAST-SOUTHEAST OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1085 ***********************************************************************
 NE1085  DESIGNATION -  77014
 NE1085  PID         -  NE1085
 NE1085  STATE/COUNTY-  MI/ST CLAIR
 NE1085  COUNTRY     -  US
 NE1085  USGS QUAD   -  PORT HURON (2017)
 NE1085
 NE1085                         *CURRENT SURVEY CONTROL
 NE1085  ______________________________________________________________________
 NE1085* NAD 83(1994) POSITION- 42 58 24.39704(N) 082 29 22.48729(W)   ADJUSTED
 NE1085* NAVD 88 ORTHO HEIGHT -   201.8   (meters)      662.    (feet) VERTCON3
 NE1085  ______________________________________________________________________
 NE1085  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 NE1085  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 NE1085  HORZ ORDER      -  SECOND
 NE1085
 NE1085.The horizontal coordinates were established by classical geodetic methods
 NE1085.and adjusted by the National Geodetic Survey in February 1997.
 NE1085
 NE1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1085
 NE1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1085.GEOID18 height accuracy estimate available here.
 NE1085
 NE1085.Click photographs - Photos may exist for this station.
 NE1085
 NE1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1085
 NE1085. The following values were computed from the NAD 83(1994) position.
 NE1085
 NE1085;                    North         East     Units Scale Factor Converg.
 NE1085;SPC MI S     -   165,373.356 4,153,098.619   MT  0.99990807   +1 16 38.7
 NE1085;SPC MI S     -   542,563.50 13,625,651.64   iFT  0.99990807   +1 16 38.7
 NE1085;UTM  17      - 4,758,942.192   378,533.539   MT  0.99978151   -1 00 55.8
 NE1085
 NE1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1085!SPC MI S     -   0.99997383  x   0.99990807  =   0.99988190
 NE1085!UTM  17      -   0.99997383  x   0.99978151  =   0.99975534
 NE1085
 NE1085:                Primary Azimuth Mark                     Grid Az
 NE1085:SPC MI S     -  77014 AZ MK                              262 44 53.9
 NE1085:UTM  17      -  77014 AZ MK                              265 02 28.4
 NE1085
 NE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7853358942(NAD 83)
 NE1085
 NE1085|---------------------------------------------------------------------|
 NE1085| PID    Reference Object                     Distance      Geod. Az  |
 NE1085|                                                           dddmmss.s |
 NE1085| NE1077 PORT HURON CABLE TV MAST            APPROX. 1.8 KM 0094805.2 |
 NE1085| NE1084 77014 RM 1                            5.194 METERS 10021     |
 NE1085| NE1074 PORT HURON S MUN TANK               APPROX. 3.9 KM 1081925.2 |
 NE1085| CH0724 77014 RM 2                           10.497 METERS 18921     |
 NE1085| NE1123 77014 AZ MK                         APPROX. 1.6 KM 2640132.6 |
 NE1085|---------------------------------------------------------------------|
 NE1085
 NE1085                          SUPERSEDED SURVEY CONTROL
 NE1085
 NE1085  NAD 83(1986)-  42 58 24.38328(N)    082 29 22.52043(W) AD(       ) 2
 NE1085  NAD 27      -  42 58 24.27726(N)    082 29 22.81664(W) AD(       ) 2
 NE1085  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 NE1085
 NE1085.Superseded values are not recommended for survey control.
 NE1085
 NE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1085.See file dsdata.pdf to determine how the superseded data were derived.
 NE1085
 NE1085_MARKER: DD = SURVEY DISK
 NE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1085_STAMPING: 77014 1977
 NE1085_MARK LOGO: MIDH
 NE1085_PROJECTION: FLUSH
 NE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1085+STABILITY: SURFACE MOTION
 NE1085
 NE1085  HISTORY     - Date     Condition        Report By
 NE1085  HISTORY     - 1977     MONUMENTED       MIDH
 NE1085
 NE1085                          STATION DESCRIPTION
 NE1085
 NE1085'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1085'THE STATION IS LOCATED ABOUT 4 MILES WEST OF PORT HURON, AT THE
 NE1085'WEST END OF THE RAMP FROM INTERSTATE 94 EASTBOUND TO WESTBOUND
 NE1085'M-21 FREEWAY AND IN SECTION 7, T 6 N, R 17 E.
 NE1085'
 NE1085'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 NE1085'HIGHWAY 94 AND RANGE ROAD, GO NORTHEASTERLY ALONG INTERSTATE 94
 NE1085'FOR 2 MILES TO THE FLINT EXIT RAMP, CONTINUE WEST ON RAMP FOR
 NE1085'400 FEET TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 NE1085'MARK FROM THE STATION GO WESTERLY ON M-21 FREEWAY FOR 1 MILE TO
 NE1085'THE MARK ON THE LEFT (IN HIGHWAY MEDIAN).
 NE1085'
 NE1085'STATION MARKS, STAMPED---77014 1977---, ARE MICHIGAN DEPARTMENT
 NE1085'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1085'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1085'SURFACE.  IT IS 10.2 FEET NORTH OF THE NORTH EDGE OF THE
 NE1085'CONCRETE RAMP PAVEMENT, 10.2 FEET NORTH OF STENCILED PAVEMENT
 NE1085'STATION 34+95, 3 FEET NORTH OF GUARD RAIL AND 4.3 FEET EAST OF
 NE1085'A WITNESS POST.
 NE1085'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1085'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1085'
 NE1085'REFERENCE MARK 1, STAMPED---NO 1 77014 1977---, IS SET IN THE
 NE1085'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1085'GROUND SURFACE.  IT IS 21.3 FEET EAST OF THE WITNESS POST, 11.6
 NE1085'FEET NORTH OF THE NORTH EDGE OF CONCRETE RAMP PAVEMENT AND 4
 NE1085'FEET NORTH OF THE NORTH GUARD RAIL.
 NE1085'
 NE1085'REFERENCE MARK 2, STAMPED---NO 2 77014 1977---, IS SET IN THE
 NE1085'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1085'GROUND SURFACE.  IT IS 8 FEET SOUTH OF THE SOUTH EDGE OF
 NE1085'CONCRETE RAMP PAVEMENT AND 2 FEET SOUTH OF THE SOUTH GUARD
 NE1085'RAIL.
 NE1085'
 NE1085'AZIMUTH MARKS, STAMPED---AZ MK 77014 1977---, ARE REFERENCE
 NE1085'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1085'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1085'IT IS 39.1 FEET SOUTH OF THE SOUTH EDGE OF WESTBOUND M-21
 NE1085'FREEWAY CONCRETE PAVEMENT, 19.2 FEET NORTHEAST OF THE
 NE1085'NORTHEAST WALL OF EASTBOUND M-21 FREEWAY BRIDGE OVER C + O
 NE1085'RAILROAD BRIDGE AND 3.9 FEET EAST OF A WITNESS POST.
 NE1085'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 NE1085'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1085'
 NE1085'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1085'TRANSPORTATION DISKS.
 NE1085'
 NE1085'HEIGHT OF LIGHT ABOVE STATION WAS 2.6 METERS.
 NE1085'DESCRIBED BY G. P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1123 ***********************************************************************
 NE1123  DESIGNATION -  77014 AZ MK
 NE1123  PID         -  NE1123
 NE1123  STATE/COUNTY-  MI/ST CLAIR
 NE1123  COUNTRY     -  US
 NE1123  USGS QUAD   -  SMITHS CREEK (2017)
 NE1123
 NE1123                         *CURRENT SURVEY CONTROL
 NE1123  ______________________________________________________________________
 NE1123* NAD 83(1994) POSITION- 42 58 19.08548(N) 082 30 31.53011(W)   ADJUSTED
 NE1123* NAVD 88 ORTHO HEIGHT -   203.0   (meters)      666.    (feet) VERTCON3
 NE1123  ______________________________________________________________________
 NE1123  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 NE1123  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 NE1123  HORZ ORDER      -  SECOND
 NE1123
 NE1123.The horizontal coordinates were established by classical geodetic methods
 NE1123.and adjusted by the National Geodetic Survey in February 1997.
 NE1123
 NE1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1123
 NE1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1123.GEOID18 height accuracy estimate available here.
 NE1123
 NE1123.Click photographs - Photos may exist for this station.
 NE1123
 NE1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1123
 NE1123. The following values were computed from the NAD 83(1994) position.
 NE1123
 NE1123;                    North         East     Units Scale Factor Converg.
 NE1123;SPC MI S     -   165,174.805 4,151,538.252   MT  0.99990803   +1 15 51.7
 NE1123;SPC MI S     -   541,912.09 13,620,532.32   iFT  0.99990803   +1 15 51.7
 NE1123;UTM  17      - 4,758,806.245   376,966.672   MT  0.99978622   -1 01 42.8
 NE1123
 NE1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1123!SPC MI S     -   0.99997364  x   0.99990803  =   0.99988167
 NE1123!UTM  17      -   0.99997364  x   0.99978622  =   0.99975986
 NE1123
 NE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7696658806(NAD 83)
 NE1123
 NE1123                          SUPERSEDED SURVEY CONTROL
 NE1123
 NE1123  NAD 83(1986)-  42 58 19.07197(N)    082 30 31.56327(W) AD(       ) 2
 NE1123  NAD 27      -  42 58 18.96631(N)    082 30 31.85725(W) AD(       ) 2
 NE1123  NGVD 29 (07/19/86)  203.1    (m)          666.     (f) VERT ANG       
 NE1123
 NE1123.Superseded values are not recommended for survey control.
 NE1123
 NE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1123.See file dsdata.pdf to determine how the superseded data were derived.
 NE1123
 NE1123_MARKER: DR = REFERENCE MARK DISK
 NE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1123_STAMPING: AZ MK 77014 1977
 NE1123_MARK LOGO: MIDH
 NE1123_PROJECTION: FLUSH
 NE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1123+STABILITY: SURFACE MOTION
 NE1123
 NE1123  HISTORY     - Date     Condition        Report By
 NE1123  HISTORY     - 1977     MONUMENTED       MIDH
 NE1123
 NE1123                          STATION DESCRIPTION
 NE1123
 NE1123'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1123'THE STATION IS LOCATED ABOUT 5 MILES WEST OF PORT HURON.
 NE1123'
 NE1123'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 NE1123'HIGHWAY 94 AND RANGE ROAD, GO NORTHEASTERLY ALONG INTERSTATE 94
 NE1123'FOR 2 MILES TO THE FLINT EXIT RAMP, CONTINUE WEST ON RAMP FOR
 NE1123'1.05 MILES TO THE STATION ON THE LEFT (IN HIGHWAY MEDIAN.
 NE1123'
 NE1123'AZIMUTH MARKS, STAMPED---AZ MK 77014 1977---, ARE REFERENCE
 NE1123'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1123'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1123'IT IS 39.1 FEET SOUTH OF THE SOUTH EDGE OF WESTBOUND M-21
 NE1123'FREEWAY CONCRETE PAVEMENT, 19.2 FEET NORTHEAST OF THE
 NE1123'NORTHEAST WALL OF EASTBOUND M-21 FREEWAY BRIDGE OVER C + O
 NE1123'RAILROAD BRIDGE AND 3.9 FEET EAST OF A WITNESS POST.
 NE1123'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 NE1123'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1123'
 NE1123'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77014 MIDH.
 NE1123'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1123'DESCRIBED BY G.P. ROSENDALE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1084 ***********************************************************************
 NE1084  DESIGNATION -  77014 RM 1
 NE1084  PID         -  NE1084
 NE1084  STATE/COUNTY-  MI/ST CLAIR
 NE1084  COUNTRY     -  US
 NE1084  USGS QUAD   -  PORT HURON (2017)
 NE1084
 NE1084                         *CURRENT SURVEY CONTROL
 NE1084  ______________________________________________________________________
 NE1084* NAD 83(1994) POSITION- 42 58 24.36680(N) 082 29 22.26180(W)   ADJUSTED
 NE1084* NAVD 88 ORTHO HEIGHT -   201.8   (meters)      662.    (feet) VERTCON3
 NE1084  ______________________________________________________________________
 NE1084  GEOID HEIGHT    -        -34.876 (meters)                     GEOID18
 NE1084  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 NE1084  HORZ ORDER      -  SECOND
 NE1084
 NE1084.The horizontal coordinates were established by classical geodetic methods
 NE1084.and adjusted by the National Geodetic Survey in February 1997.
 NE1084
 NE1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1084
 NE1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1084.GEOID18 height accuracy estimate available here.
 NE1084
 NE1084.Click photographs - Photos may exist for this station.
 NE1084
 NE1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1084
 NE1084. The following values were computed from the NAD 83(1994) position.
 NE1084
 NE1084;                    North         East     Units Scale Factor Converg.
 NE1084;SPC MI S     -   165,372.537 4,153,103.747   MT  0.99990807   +1 16 38.8
 NE1084;SPC MI S     -   542,560.82 13,625,668.46   iFT  0.99990807   +1 16 38.8
 NE1084;UTM  17      - 4,758,941.169   378,538.630   MT  0.99978149   -1 00 55.7
 NE1084
 NE1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1084!SPC MI S     -   0.99997383  x   0.99990807  =   0.99988190
 NE1084!UTM  17      -   0.99997383  x   0.99978149  =   0.99975532
 NE1084
 NE1084:                Primary Azimuth Mark                     Grid Az
 NE1084:SPC MI S     -  WATER                                    054 46 51.9
 NE1084:UTM  17      -  WATER                                    057 04 26.4
 NE1084
 NE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7853858941(NAD 83)
 NE1084
 NE1084|---------------------------------------------------------------------|
 NE1084| PID    Reference Object                     Distance      Geod. Az  |
 NE1084|                                                           dddmmss.s |
 NE1084| NE1075 WATER                               APPROX. 3.6 KM 0560330.7 |
 NE1084| NE1085 77014                                 5.194 METERS 28021     |
 NE1084|---------------------------------------------------------------------|
 NE1084
 NE1084                          SUPERSEDED SURVEY CONTROL
 NE1084
 NE1084  NAD 83(1986)-  42 58 24.35305(N)    082 29 22.29495(W) AD(       ) 2
 NE1084  NAD 27      -  42 58 24.24697(N)    082 29 22.59104(W) AD(       ) 2
 NE1084  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 NE1084
 NE1084.Superseded values are not recommended for survey control.
 NE1084
 NE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1084.See file dsdata.pdf to determine how the superseded data were derived.
 NE1084
 NE1084_MARKER: DR = REFERENCE MARK DISK
 NE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1084_STAMPING: NO 1 77014 1977
 NE1084_MARK LOGO: MIDH
 NE1084_PROJECTION: FLUSH
 NE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1084+STABILITY: SURFACE MOTION
 NE1084
 NE1084  HISTORY     - Date     Condition        Report By
 NE1084  HISTORY     - 1977     MONUMENTED       MIDH
 NE1084
 NE1084                          STATION DESCRIPTION
 NE1084
 NE1084'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1084'THE MARK IS LOCATED ABOUT 7.6 MI (12.3 KM) SOUTHEAST OF RUBY, 7.1 MI
 NE1084'(11.4 KM) NORTHEAST OF SMITHS CREEK AND 3.3 MI (5.3 KM) WEST OF PORT
 NE1084'HURON.
 NE1084'
 NE1084'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94 AND RANGE
 NE1084'ROAD, GO NORTHEASTERLY ALONG INTERSTATE 94 FOR 2 MILES TO THE FLINT
 NE1084'EXIT RAMP. CONTINUE WEST ON THE RAMP FOR 400 FEET TO THE MARK.
 NE1084'
 NE1084'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NE1084'WITH THE GROUND SURFACE, 21.3 FEET EAST OF A WITNESS POST, 11.6 FEET
 NE1084'NORTH OF THE NORTH EDGE OF THE CONCRETE RAMP PAVEMENT AND 4 FEET NORTH
 NE1084'OF THE NORTH GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1078 ***********************************************************************
 NE1078  DESIGNATION -  77015
 NE1078  PID         -  NE1078
 NE1078  STATE/COUNTY-  MI/ST CLAIR
 NE1078  COUNTRY     -  US
 NE1078  USGS QUAD   -  PORT HURON (2017)
 NE1078
 NE1078                         *CURRENT SURVEY CONTROL
 NE1078  ______________________________________________________________________
 NE1078* NAD 83(1994) POSITION- 42 59 54.76610(N) 082 26 18.30072(W)   ADJUSTED
 NE1078* NAVD 88 ORTHO HEIGHT -   190.0   (meters)      623.    (feet) VERTCON3
 NE1078  ______________________________________________________________________
 NE1078  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 NE1078  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 NE1078  HORZ ORDER      -  SECOND
 NE1078
 NE1078.The horizontal coordinates were established by classical geodetic methods
 NE1078.and adjusted by the National Geodetic Survey in February 1997.
 NE1078
 NE1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1078
 NE1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1078.GEOID18 height accuracy estimate available here.
 NE1078
 NE1078.Click photographs - Photos may exist for this station.
 NE1078
 NE1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1078
 NE1078. The following values were computed from the NAD 83(1994) position.
 NE1078
 NE1078;                    North         East     Units Scale Factor Converg.
 NE1078;SPC MI S     -   168,255.374 4,157,206.983   MT  0.99990884   +1 18 44.0
 NE1078;SPC MI S     -   552,018.94 13,639,130.52   iFT  0.99990884   +1 18 44.0
 NE1078;UTM  17      - 4,761,657.157   382,753.366   MT  0.99976911   -0 58 51.9
 NE1078
 NE1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1078!SPC MI S     -   0.99997568  x   0.99990884  =   0.99988452
 NE1078!UTM  17      -   0.99997568  x   0.99976911  =   0.99974480
 NE1078
 NE1078:                Primary Azimuth Mark                     Grid Az
 NE1078:SPC MI S     -  77015 AZ MK                              235 03 23.8
 NE1078:UTM  17      -  77015 AZ MK                              237 20 59.7
 NE1078
 NE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8275361657(NAD 83)
 NE1078
 NE1078|---------------------------------------------------------------------|
 NE1078| PID    Reference Object                     Distance      Geod. Az  |
 NE1078|                                                           dddmmss.s |
 NE1078| CH0726 77015 RM 2                           18.153 METERS 02118     |
 NE1078| NE1089 77024                               372.194 METERS 12105     |
 NE1078| NE1080 77015 AZ MK OFFSET                  452.471 METERS 2362204.1 |
 NE1078| NE1081 77015 AZ MK                         458.501 METERS 2362207.8 |
 NE1078| CH0725 77015 RM 1                            8.391 METERS 25324     |
 NE1078| NE1079 77015 PT A                            6.231 METERS 28656     |
 NE1078| OJ0712 PORT HURON N MUN TANK               APPROX. 2.1 KM 3571223.4 |
 NE1078|---------------------------------------------------------------------|
 NE1078
 NE1078                          SUPERSEDED SURVEY CONTROL
 NE1078
 NE1078  NAD 83(1986)-  42 59 54.75166(N)    082 26 18.33333(W) AD(       ) 2
 NE1078  NAD 27      -  42 59 54.64543(N)    082 26 18.63381(W) AD(       ) 2
 NE1078  NGVD 29 (07/19/86)  190.1    (m)          624.     (f) VERT ANG       
 NE1078
 NE1078.Superseded values are not recommended for survey control.
 NE1078
 NE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1078.See file dsdata.pdf to determine how the superseded data were derived.
 NE1078
 NE1078_MARKER: DD = SURVEY DISK
 NE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1078_STAMPING: 77015 1977
 NE1078_MARK LOGO: MIDH
 NE1078_PROJECTION: FLUSH
 NE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1078+STABILITY: SURFACE MOTION
 NE1078
 NE1078  HISTORY     - Date     Condition        Report By
 NE1078  HISTORY     - 1977     MONUMENTED       MIDH
 NE1078  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE1078  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1078
 NE1078                          STATION DESCRIPTION
 NE1078
 NE1078'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1078'THE STATION IS LOCATED IN THE CITY OF PORT HURON AND IN THE
 NE1078'SOUTHEAST 1/4 OF SECTION 34, T 7 N, R 17 E.
 NE1078'
 NE1078'TO REACH THE STATION FROM THE TOLL BOOTH AT THE BLUE WATER
 NE1078'BRIDGE GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.2 MILE TO THE
 NE1078'WEST END OF OVERPASS AND THE STATION ON THE LEFT.  TO REACH THE
 NE1078'AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ALONG WESTBOUND
 NE1078'INTERSTATE 94 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NE1078'
 NE1078'STATION MARKS, STAMPED---77015 1977---, ARE MICHIGAN DEPARTMENT
 NE1078'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 65.6 FEET EAST OF THE EAST EDGE OF THE SOUTH
 NE1078'BASE OF EXIT SIGN, 28.4 FEET SOUTH OF THE CENTERLINE OF
 NE1078'INTERSTATE HIGHWAY 94, 23.4 FEET WEST OF A CONCRETE PROJECT
 NE1078'MARKER POST AND 4 FEET SOUTH OF A WITNESS POST.  THE
 NE1078'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1078'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1078'
 NE1078'REFERENCE MARK 1, STAMPED---NO 1 1977---, IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 38.6 FEET EAST OF THE EAST EDGE OF THE SOUTH
 NE1078'BASE OF AN EXIT SIGN, 32.3 FEET SOUTH OF THE CENTERLINE OF
 NE1078'INTERSTATE 94 AND 9 FEET SOUTH OF THE SOUTH GUARD RAIL.
 NE1078'
 NE1078'REFERENCE MARK 2, STAMPED---NO 2 1977---, IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 23.4 FEET NORTH OF THE CENTERLINE OF INTERSTATE
 NE1078'94, 23.4 FEET SOUTH OF A FENCE, 4.6 FEET WEST OF THE WEST END
 NE1078'OF BRIDGE RAILING AND 3 FEET NORTH OF THE NORTH GUARD RAIL.
 NE1078'
 NE1078'AZIMUTH MARKS, STAMPED---AZ MK 77015 1977---, ARE REFERENCE
 NE1078'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1078'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1078'IT IS 68.5 FEET NORTH OF THE NORTH EDGE OF WATER STREET EXIT
 NE1078'SIGN, 44.2 FEET WEST OF THE WEST EDGE OF WESTBOUND INTERSTATE
 NE1078'94 PAVEMENT, 37 FEET SOUTH OF A 12 INCH PINE TREE, 14.5 FEET
 NE1078'EAST OF A FENCE AND 4 FEET EAST OF A WITNESS POST.
 NE1078'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1078'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1078'
 NE1078'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1078'TRANSPORTATION DISKS.
 NE1078'
 NE1078'HEIGHT OF LIGHT ABOVE STATION WAS 1.3 METERS.
 NE1078'DESCRIBED BY G.P. ROSENDALE.
 NE1078
 NE1078                          STATION RECOVERY (1997)
 NE1078
 NE1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1078'MARK NOT FOUND.
 NE1078
 NE1078                          STATION RECOVERY (1999)
 NE1078
 NE1078'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1081 ***********************************************************************
 NE1081  DESIGNATION -  77015 AZ MK
 NE1081  PID         -  NE1081
 NE1081  STATE/COUNTY-  MI/ST CLAIR
 NE1081  COUNTRY     -  US
 NE1081  USGS QUAD   -  PORT HURON (2017)
 NE1081
 NE1081                         *CURRENT SURVEY CONTROL
 NE1081  ______________________________________________________________________
 NE1081* NAD 83(1994) POSITION- 42 59 46.53679(N) 082 26 35.15412(W)   ADJUSTED
 NE1081* NAVD 88 ORTHO HEIGHT -   185.5   (meters)      609.    (feet) VERTCON3
 NE1081  ______________________________________________________________________
 NE1081  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 NE1081  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 NE1081  HORZ ORDER      -  SECOND
 NE1081
 NE1081.The horizontal coordinates were established by classical geodetic methods
 NE1081.and adjusted by the National Geodetic Survey in February 1997.
 NE1081
 NE1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1081
 NE1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1081.GEOID18 height accuracy estimate available here.
 NE1081
 NE1081.Click photographs - Photos may exist for this station.
 NE1081
 NE1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1081
 NE1081. The following values were computed from the NAD 83(1994) position.
 NE1081
 NE1081;                    North         East     Units Scale Factor Converg.
 NE1081;SPC MI S     -   167,992.783 4,156,831.176   MT  0.99990876   +1 18 32.6
 NE1081;SPC MI S     -   551,157.42 13,637,897.56   iFT  0.99990876   +1 18 32.6
 NE1081;UTM  17      - 4,761,409.850   382,367.406   MT  0.99977023   -0 59 03.2
 NE1081
 NE1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1081!SPC MI S     -   0.99997639  x   0.99990876  =   0.99988515
 NE1081!UTM  17      -   0.99997639  x   0.99977023  =   0.99974662
 NE1081
 NE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8236761409(NAD 83)
 NE1081
 NE1081                          SUPERSEDED SURVEY CONTROL
 NE1081
 NE1081  NAD 83(1986)-  42 59 46.52242(N)    082 26 35.18678(W) AD(       ) 2
 NE1081  NAD 27      -  42 59 46.41609(N)    082 26 35.48668(W) AD(       ) 2
 NE1081  NGVD 29 (07/19/86)  185.6    (m)          609.     (f) VERT ANG       
 NE1081
 NE1081.Superseded values are not recommended for survey control.
 NE1081
 NE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1081.See file dsdata.pdf to determine how the superseded data were derived.
 NE1081
 NE1081_MARKER: DR = REFERENCE MARK DISK
 NE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1081_STAMPING: AZ MK 77015 1977
 NE1081_MARK LOGO: MIDH
 NE1081_PROJECTION: FLUSH
 NE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1081+STABILITY: SURFACE MOTION
 NE1081
 NE1081  HISTORY     - Date     Condition        Report By
 NE1081  HISTORY     - 1977     MONUMENTED       MIDH
 NE1081  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE1081  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE1081  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1081
 NE1081                          STATION DESCRIPTION
 NE1081
 NE1081'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1081'THE STATION IS LOCATED IN THE CITY OF PORT HURON.
 NE1081'
 NE1081'TO REACH THE STATION FROM THE TOLL BOOTH AT THE BLUE WATER
 NE1081'BRIDGE GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.45 MILE
 NE1081'TO THE STATION ON THE RIGHT.
 NE1081'
 NE1081'AZIMUTH MARKS, STAMPED---AZ MK 77015 1977---, ARE REFERENCE
 NE1081'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1081'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1081'IT IS 68.5 FEET NORTH OF THE NORTH EDGE OF WATER STREET EXIT
 NE1081'SIGN, 44.2 FEET WEST OF THE WEST EDGE OF WESTBOUND INTERSTATE
 NE1081'94 PAVEMENT, 37 FEET SOUTH OF A 12 INCH PINE TREE, 14.5 FEET
 NE1081'EAST OF A FENCE AND 4 FEET EAST OF A WITNESS POST.
 NE1081'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1081'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1081'
 NE1081'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77015 MIDH.
 NE1081'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1081'DESCRIBED BY G.P. ROSENDALE.
 NE1081
 NE1081                          STATION RECOVERY (1994)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1081'MARK NOT FOUND.
 NE1081
 NE1081                          STATION RECOVERY (1997)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1081'MARK NOT FOUND.
 NE1081
 NE1081                          STATION RECOVERY (1999)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1134 ***********************************************************************
 NE1134  DESIGNATION -  77016
 NE1134  PID         -  NE1134
 NE1134  STATE/COUNTY-  MI/ST CLAIR
 NE1134  COUNTRY     -  US
 NE1134  USGS QUAD   -  SMITHS CREEK (2017)
 NE1134
 NE1134                         *CURRENT SURVEY CONTROL
 NE1134  ______________________________________________________________________
 NE1134* NAD 83(1994) POSITION- 42 55 10.82078(N) 082 31 14.35864(W)   ADJUSTED
 NE1134* NAVD 88 ORTHO HEIGHT -   198.2   (meters)      650.    (feet) VERTCON3
 NE1134  ______________________________________________________________________
 NE1134  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 NE1134  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NE1134  HORZ ORDER      -  SECOND
 NE1134
 NE1134.The horizontal coordinates were established by classical geodetic methods
 NE1134.and adjusted by the National Geodetic Survey in February 1997.
 NE1134
 NE1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1134
 NE1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1134.GEOID18 height accuracy estimate available here.
 NE1134
 NE1134.Click photographs - Photos may exist for this station.
 NE1134
 NE1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1134
 NE1134. The following values were computed from the NAD 83(1994) position.
 NE1134
 NE1134;                    North         East     Units Scale Factor Converg.
 NE1134;SPC MI S     -   159,345.772 4,150,695.417   MT  0.99990706   +1 15 22.6
 NE1134;SPC MI S     -   522,787.97 13,617,767.12   iFT  0.99990706   +1 15 22.6
 NE1134;UTM  17      - 4,753,016.283   375,891.481   MT  0.99978949   -1 02 08.4
 NE1134
 NE1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1134!SPC MI S     -   0.99997440  x   0.99990706  =   0.99988146
 NE1134!UTM  17      -   0.99997440  x   0.99978949  =   0.99976389
 NE1134
 NE1134:                Primary Azimuth Mark                     Grid Az
 NE1134:SPC MI S     -  77016 AZ MK                              084 58 33.5
 NE1134:UTM  17      -  77016 AZ MK                              087 16 04.5
 NE1134
 NE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7589153016(NAD 83)
 NE1134
 NE1134|---------------------------------------------------------------------|
 NE1134| PID    Reference Object                     Distance      Geod. Az  |
 NE1134|                                                           dddmmss.s |
 NE1134| NE1125 77016 RM 1                           24.959 METERS 06343     |
 NE1134| NE1120 77016 AZ MK                         APPROX. 1.2 KM 0861356.1 |
 NE1134| NE1135 77016 RM 2                            7.031 METERS 30227     |
 NE1134|---------------------------------------------------------------------|
 NE1134
 NE1134                          SUPERSEDED SURVEY CONTROL
 NE1134
 NE1134  NAD 83(1986)-  42 55 10.80747(N)    082 31 14.39305(W) AD(       ) 2
 NE1134  NAD 27      -  42 55 10.70033(N)    082 31 14.68750(W) AD(       ) 2
 NE1134  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 NE1134
 NE1134.Superseded values are not recommended for survey control.
 NE1134
 NE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1134.See file dsdata.pdf to determine how the superseded data were derived.
 NE1134
 NE1134_MARKER: DD = SURVEY DISK
 NE1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1134_STAMPING: 77016 1977
 NE1134_MARK LOGO: MIDH
 NE1134_PROJECTION: FLUSH
 NE1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1134+STABILITY: SURFACE MOTION
 NE1134
 NE1134  HISTORY     - Date     Condition        Report By
 NE1134  HISTORY     - 1977     MONUMENTED       MIDH
 NE1134  HISTORY     - 19990703 GOOD             USPSQD
 NE1134
 NE1134                          STATION DESCRIPTION
 NE1134
 NE1134'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1134'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PORT HURON,
 NE1134'4 MILES EAST OF SMITHS CREEK, 3 MILES WEST OF MARYSVILLE AND IN
 NE1134'THE NORTHEAST 1/4 OF SECTION 35, T 6 N, R 16 E.
 NE1134'
 NE1134'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1134'AND M-25 (GRATIOT AVENUE) GO NORTHEAST ALONG M-25 FOR 0.35
 NE1134'MILE TO RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.75 MILE
 NE1134'TO SMITH CREEK ROAD, GO WEST ALONG SMITH CREEK ROAD FOR 1.05
 NE1134'MILES TO ALLEN ROAD AND THE STATION ON THE LEFT.  TO REACH THE
 NE1134'AZIMUTH MARK FROM THE STATION GO EAST ALONG SMITH CREEK ROAD
 NE1134'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 NE1134'
 NE1134'STATION MARKS, STAMPED---77016 1977---, ARE MICHIGAN DEPARTMENT
 NE1134'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP
 NE1134'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 49.5 FEET SOUTH OF THE CENTER OF SMITH
 NE1134'CREEK ROAD, 19 FEET SOUTHEAST OF A POWER POLE, 15.5 FEET
 NE1134'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 10.5 FEET NORTH OF A FENCE
 NE1134'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 NE1134'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1134'THE GROUND SURFACE.
 NE1134'
 NE1134'REFERENCE MARK 1, STAMPED---NO 1 77016 1977---, IS SET IN THE
 NE1134'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 43.5 FEET NORTH OF A FENCE, 26 FEET
 NE1134'NORTHEAST OF A POWER POLE AND 16.5 FEET SOUTH OF THE CENTER
 NE1134'OF SMITH CREEK ROAD.
 NE1134'
 NE1134'REFERENCE MARK 2, STAMPED---NO 2 77016 1977---, IS SET IN THE
 NE1134'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF SMITH
 NE1134'CREEK ROAD, 24.5 FEET WEST OF A RIGHT OF WAY MARKER AND 10.5
 NE1134'FEET SOUTHWEST OF A POWER POLE.
 NE1134'
 NE1134'AZIMUTH MARKS, STAMPED---AZ MK 77016 1977---, ARE REFERENCE
 NE1134'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1134'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1134'IT IS 21 FEET NORTH OF THE CENTER OF SMITH CREEK ROAD, 12 FEET
 NE1134'SOUTHWEST OF THE SOUTH END OF A GUARD FENCE, 6.8 FEET WEST OF
 NE1134'THE WEST FACE OF BRIDGE ABUTMENT AND 4 FEET WEST OF A WITNESS
 NE1134'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1134'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1134'
 NE1134'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1134'TRANSPORTATION DISKS.
 NE1134'
 NE1134'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1134'DESCRIBED BY G.P. ROSENDALE.
 NE1134
 NE1134                          STATION RECOVERY (1999)
 NE1134
 NE1134'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1120 ***********************************************************************
 NE1120  DESIGNATION -  77016 AZ MK
 NE1120  PID         -  NE1120
 NE1120  STATE/COUNTY-  MI/ST CLAIR
 NE1120  COUNTRY     -  US
 NE1120  USGS QUAD   -  SMITHS CREEK (2017)
 NE1120
 NE1120                         *CURRENT SURVEY CONTROL
 NE1120  ______________________________________________________________________
 NE1120* NAD 83(1994) POSITION- 42 55 13.29765(N) 082 30 23.11757(W)   ADJUSTED
 NE1120* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) VERTCON3
 NE1120  ______________________________________________________________________
 NE1120  GEOID HEIGHT    -        -34.915 (meters)                     GEOID18
 NE1120  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 NE1120  HORZ ORDER      -  SECOND
 NE1120
 NE1120.The horizontal coordinates were established by classical geodetic methods
 NE1120.and adjusted by the National Geodetic Survey in February 1997.
 NE1120
 NE1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1120
 NE1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1120.GEOID18 height accuracy estimate available here.
 NE1120
 NE1120.Click photographs - Photos may exist for this station.
 NE1120
 NE1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1120
 NE1120. The following values were computed from the NAD 83(1994) position.
 NE1120
 NE1120;                    North         East     Units Scale Factor Converg.
 NE1120;SPC MI S     -   159,447.754 4,151,855.474   MT  0.99990707   +1 15 57.4
 NE1120;SPC MI S     -   523,122.55 13,621,573.08   iFT  0.99990707   +1 15 57.4
 NE1120;UTM  17      - 4,753,071.785   377,054.549   MT  0.99978596   -1 01 33.5
 NE1120
 NE1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1120!SPC MI S     -   0.99997397  x   0.99990707  =   0.99988105
 NE1120!UTM  17      -   0.99997397  x   0.99978596  =   0.99975994
 NE1120
 NE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7705453071(NAD 83)
 NE1120
 NE1120                          SUPERSEDED SURVEY CONTROL
 NE1120
 NE1120  NAD 83(1986)-  42 55 13.28416(N)    082 30 23.15197(W) AD(       ) 2
 NE1120  NAD 27      -  42 55 13.17673(N)    082 30 23.44811(W) AD(       ) 2
 NE1120  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 NE1120
 NE1120.Superseded values are not recommended for survey control.
 NE1120
 NE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1120.See file dsdata.pdf to determine how the superseded data were derived.
 NE1120
 NE1120_MARKER: DR = REFERENCE MARK DISK
 NE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1120_STAMPING: AZ MK 77016 1977
 NE1120_MARK LOGO: MIDH
 NE1120_PROJECTION: FLUSH
 NE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1120+STABILITY: SURFACE MOTION
 NE1120
 NE1120  HISTORY     - Date     Condition        Report By
 NE1120  HISTORY     - 1977     MONUMENTED       MIDH
 NE1120  HISTORY     - 19990703 GOOD             USPSQD
 NE1120
 NE1120                          STATION DESCRIPTION
 NE1120
 NE1120'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1120'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PORT HURON,
 NE1120'4 MILES EAST OF SMITHS CREEK, 3 MILES WEST OF MARYSVILLE.
 NE1120'
 NE1120'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1120'AND M-25 (GRATIOT AVENUE) GO NORTHEAST ALONG M-25 FOR 0.35
 NE1120'MILE TO RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.75 MILE
 NE1120'TO SMITH CREEK ROAD, GO WEST ALONG SMITH CREEK ROAD FOR 0.35
 NE1120'MILE TO THE STATION ON THE RIGHT.
 NE1120'
 NE1120'AZIMUTH MARKS, STAMPED---AZ MK 77016 1977---, ARE REFERENCE
 NE1120'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1120'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1120'IT IS 21 FEET NORTH OF THE CENTER OF SMITH CREEK ROAD, 12 FEET
 NE1120'SOUTHWEST OF THE SOUTH END OF A GUARD FENCE, 6.8 FEET WEST OF
 NE1120'THE WEST FACE OF BRIDGE ABUTMENT AND 4 FEET WEST OF A WITNESS
 NE1120'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1120'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1120'
 NE1120'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77016 MIDH.
 NE1120'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1120'DESCRIBED BY G.P. ROSENDALE.
 NE1120
 NE1120                          STATION RECOVERY (1999)
 NE1120
 NE1120'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1125 ***********************************************************************
 NE1125  DESIGNATION -  77016 RM 1
 NE1125  PID         -  NE1125
 NE1125  STATE/COUNTY-  MI/ST CLAIR
 NE1125  COUNTRY     -  US
 NE1125  USGS QUAD   -  SMITHS CREEK (2017)
 NE1125
 NE1125                         *CURRENT SURVEY CONTROL
 NE1125  ______________________________________________________________________
 NE1125* NAD 83(1994) POSITION- 42 55 11.17886(N) 082 31 13.37187(W)   ADJUSTED
 NE1125* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) VERTCON3
 NE1125  ______________________________________________________________________
 NE1125  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 NE1125  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NE1125  HORZ ORDER      -  SECOND
 NE1125
 NE1125.The horizontal coordinates were established by classical geodetic methods
 NE1125.and adjusted by the National Geodetic Survey in February 1997.
 NE1125
 NE1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1125
 NE1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1125.GEOID18 height accuracy estimate available here.
 NE1125
 NE1125.Click photographs - Photos may exist for this station.
 NE1125
 NE1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1125
 NE1125. The following values were computed from the NAD 83(1994) position.
 NE1125
 NE1125;                    North         East     Units Scale Factor Converg.
 NE1125;SPC MI S     -   159,357.309 4,150,717.547   MT  0.99990706   +1 15 23.2
 NE1125;SPC MI S     -   522,825.82 13,617,839.72   iFT  0.99990706   +1 15 23.2
 NE1125;UTM  17      - 4,753,026.924   375,914.052   MT  0.99978942   -1 02 07.7
 NE1125
 NE1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1125!SPC MI S     -   0.99997444  x   0.99990706  =   0.99988151
 NE1125!UTM  17      -   0.99997444  x   0.99978942  =   0.99976387
 NE1125
 NE1125:                Primary Azimuth Mark                     Grid Az
 NE1125:SPC MI S     -  LITTLE                                   196 35 36.5
 NE1125:UTM  17      -  LITTLE                                   198 53 07.4
 NE1125
 NE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7591453026(NAD 83)
 NE1125
 NE1125|---------------------------------------------------------------------|
 NE1125| PID    Reference Object                     Distance      Geod. Az  |
 NE1125|                                                           dddmmss.s |
 NE1125| NE1137 LITTLE                              APPROX. 1.2 KM 1975059.7 |
 NE1125| NE1134 77016                                24.959 METERS 24343     |
 NE1125|---------------------------------------------------------------------|
 NE1125
 NE1125                          SUPERSEDED SURVEY CONTROL
 NE1125
 NE1125  NAD 83(1986)-  42 55 11.16555(N)    082 31 13.40627(W) AD(       ) 2
 NE1125  NAD 27      -  42 55 11.05841(N)    082 31 13.70075(W) AD(       ) 2
 NE1125  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 NE1125
 NE1125.Superseded values are not recommended for survey control.
 NE1125
 NE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1125.See file dsdata.pdf to determine how the superseded data were derived.
 NE1125
 NE1125_MARKER: DR = REFERENCE MARK DISK
 NE1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1125_STAMPING: NO 1 77016 1977
 NE1125_MARK LOGO: MIDH
 NE1125_PROJECTION: FLUSH
 NE1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1125+STABILITY: SURFACE MOTION
 NE1125
 NE1125  HISTORY     - Date     Condition        Report By
 NE1125  HISTORY     - 1977     MONUMENTED       MIDH
 NE1125
 NE1125                          STATION DESCRIPTION
 NE1125
 NE1125'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1125'THE MARK IS LOCATED ABOUT 6.0 MI (9.6 KM) SOUTHWEST OF PORT HURON, 5.5
 NE1125'MI (8.8 KM) NORTHEAST OF RATTLE RUN AND 4.3 MI (6.9 KM) EAST OF SMITHS
 NE1125'CREEK.
 NE1125'
 NE1125'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND M-25 (GRATIOT
 NE1125'AVENUE), GO NORTHEAST ALONG M-25 FOR 0.35 MILE TO RANGE ROAD, GO NORTH
 NE1125'ALONG RANGE ROAD FOR 0.75 MILE TO SMITH CREEK ROAD, GO WEST ALONG
 NE1125'SMITH CREEK ROAD FOR 1.05 MILES TO ALLEN ROAD AND THE MARK ON THE
 NE1125'LEFT.
 NE1125'
 NE1125'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, 43.5
 NE1125'FEET NORTH OF A FENCE, 26 FEET NORTHEAST OF A POWER POLE AND 16.5 FEET
 NE1125'SOUTH OF THE CENTER OF SMITH CREEK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1135 ***********************************************************************
 NE1135  DESIGNATION -  77016 RM 2
 NE1135  PID         -  NE1135
 NE1135  STATE/COUNTY-  MI/ST CLAIR
 NE1135  COUNTRY     -  US
 NE1135  USGS QUAD   -  SMITHS CREEK (2017)
 NE1135
 NE1135                         *CURRENT SURVEY CONTROL
 NE1135  ______________________________________________________________________
 NE1135* NAD 83(1994) POSITION- 42 55 10.94305(N) 082 31 14.62021(W)   ADJUSTED
 NE1135* NAVD 88 ORTHO HEIGHT -   198.3   (meters)      651.    (feet) VERTCON3
 NE1135  ______________________________________________________________________
 NE1135  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 NE1135  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NE1135  HORZ ORDER      -  SECOND
 NE1135
 NE1135.The horizontal coordinates were established by classical geodetic methods
 NE1135.and adjusted by the National Geodetic Survey in February 1997.
 NE1135
 NE1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1135
 NE1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1135.GEOID18 height accuracy estimate available here.
 NE1135
 NE1135.Click photographs - Photos may exist for this station.
 NE1135
 NE1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1135
 NE1135. The following values were computed from the NAD 83(1994) position.
 NE1135
 NE1135;                    North         East     Units Scale Factor Converg.
 NE1135;SPC MI S     -   159,349.414 4,150,689.404   MT  0.99990706   +1 15 22.4
 NE1135;SPC MI S     -   522,799.91 13,617,747.39   iFT  0.99990706   +1 15 22.4
 NE1135;UTM  17      - 4,753,020.162   375,885.619   MT  0.99978951   -1 02 08.5
 NE1135
 NE1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1135!SPC MI S     -   0.99997438  x   0.99990706  =   0.99988144
 NE1135!UTM  17      -   0.99997438  x   0.99978951  =   0.99976390
 NE1135
 NE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7588553020(NAD 83)
 NE1135
 NE1135                          SUPERSEDED SURVEY CONTROL
 NE1135
 NE1135  NAD 83(1986)-  42 55 10.92973(N)    082 31 14.65461(W) AD(       ) 2
 NE1135  NAD 27      -  42 55 10.82260(N)    082 31 14.94905(W) AD(       ) 2
 NE1135  NGVD 29 (07/19/86)  198.4    (m)          651.     (f) VERT ANG       
 NE1135
 NE1135.Superseded values are not recommended for survey control.
 NE1135
 NE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1135.See file dsdata.pdf to determine how the superseded data were derived.
 NE1135
 NE1135_MARKER: DR = REFERENCE MARK DISK
 NE1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1135_STAMPING: NO 2 77016 1977
 NE1135_MARK LOGO: MIDH
 NE1135_PROJECTION: FLUSH
 NE1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1135+STABILITY: SURFACE MOTION
 NE1135
 NE1135  HISTORY     - Date     Condition        Report By
 NE1135  HISTORY     - 1977     MONUMENTED       MIDH
 NE1135
 NE1135                          STATION DESCRIPTION
 NE1135
 NE1135'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1135'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF PORT HURON, 5.4
 NE1135'MI (8.8 KM) NORTHEAST OF RATTLE RUN AND 4.2 MI (6.8 KM) EAST OF SMITHS
 NE1135'CREEK.
 NE1135'
 NE1135'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND M-25 (GRATIOT
 NE1135'AVENUE), GO NORTHEAST ALONG M-25 FOR 0.35 MILE TO RANGE ROAD.  GO
 NE1135'NORTH ALONG RANGE ROAD FOR 0.75 MILE TO SMITH CREEK ROAD.  GO WEST
 NE1135'ALONG SMITH CREEK ROAD FOR 1.05 MILES TO ALLEN ROAD AND THE STATION ON
 NE1135'THE LEFT.
 NE1135'
 NE1135'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 36 FEET
 NE1135'SOUTH OF THE CENTER OF SMITH CREEK ROAD, 24.5 FEET WEST OF A RIGHT OF
 NE1135'WAY MARKER AND 10.5 FEET SOUTHWEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1130 ***********************************************************************
 NE1130  DESIGNATION -  77017
 NE1130  PID         -  NE1130
 NE1130  STATE/COUNTY-  MI/ST CLAIR
 NE1130  COUNTRY     -  US
 NE1130  USGS QUAD   -  SMITHS CREEK (2017)
 NE1130
 NE1130                         *CURRENT SURVEY CONTROL
 NE1130  ______________________________________________________________________
 NE1130* NAD 83(1994) POSITION- 42 53 51.64404(N) 082 30 31.42123(W)   ADJUSTED
 NE1130* NAVD 88 ORTHO HEIGHT -   194.5   (meters)      638.    (feet) VERTCON3
 NE1130  ______________________________________________________________________
 NE1130  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 NE1130  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 NE1130  HORZ ORDER      -  SECOND
 NE1130
 NE1130.The horizontal coordinates were established by classical geodetic methods
 NE1130.and adjusted by the National Geodetic Survey in February 1997.
 NE1130
 NE1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1130
 NE1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1130.GEOID18 height accuracy estimate available here.
 NE1130
 NE1130.Click photographs - Photos may exist for this station.
 NE1130
 NE1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1130
 NE1130. The following values were computed from the NAD 83(1994) position.
 NE1130
 NE1130;                    North         East     Units Scale Factor Converg.
 NE1130;SPC MI S     -   156,924.728 4,151,722.809   MT  0.99990690   +1 15 51.8
 NE1130;SPC MI S     -   514,844.91 13,621,137.82   iFT  0.99990690   +1 15 51.8
 NE1130;UTM  17      - 4,750,556.385   376,821.130   MT  0.99978666   -1 01 37.6
 NE1130
 NE1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1130!SPC MI S     -   0.99997498  x   0.99990690  =   0.99988188
 NE1130!UTM  17      -   0.99997498  x   0.99978666  =   0.99976165
 NE1130
 NE1130:                Primary Azimuth Mark                     Grid Az
 NE1130:SPC MI S     -  77017 AZ MK                              227 49 42.8
 NE1130:UTM  17      -  77017 AZ MK                              230 07 12.2
 NE1130
 NE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7682150556(NAD 83)
 NE1130
 NE1130|---------------------------------------------------------------------|
 NE1130| PID    Reference Object                     Distance      Geod. Az  |
 NE1130|                                                           dddmmss.s |
 NE1130| NE1122 77017 RM 1                            9.577 METERS 00747     |
 NE1130| NE1124 77017 AZ MK                         APPROX. 0.8 KM 2290534.6 |
 NE1130| NE1131 77017 RM 2                            6.402 METERS 26131     |
 NE1130|---------------------------------------------------------------------|
 NE1130
 NE1130                          SUPERSEDED SURVEY CONTROL
 NE1130
 NE1130  NAD 83(1986)-  42 53 51.63059(N)    082 30 31.45617(W) AD(       ) 2
 NE1130  NAD 27      -  42 53 51.52258(N)    082 30 31.75293(W) AD(       ) 2
 NE1130  NGVD 29 (07/19/86)  194.6    (m)          638.     (f) VERT ANG       
 NE1130
 NE1130.Superseded values are not recommended for survey control.
 NE1130
 NE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1130.See file dsdata.pdf to determine how the superseded data were derived.
 NE1130
 NE1130_MARKER: DD = SURVEY DISK
 NE1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1130_STAMPING: 77017 1977
 NE1130_MARK LOGO: MIDH
 NE1130_PROJECTION: FLUSH
 NE1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1130+STABILITY: SURFACE MOTION
 NE1130
 NE1130  HISTORY     - Date     Condition        Report By
 NE1130  HISTORY     - 1977     MONUMENTED       MIDH
 NE1130  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1130  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE1130
 NE1130                          STATION DESCRIPTION
 NE1130
 NE1130'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1130'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORT HURON,
 NE1130'2 MILES SOUTHWEST OF MARYSVILLE ON INTERSTATE HIGHWAY 94 RIGHT-
 NE1130'OF-WAY AND IN SECTION 1, T 5 N, R 16 E.
 NE1130'
 NE1130'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1130'AND M-25 (GRATIOT AVENUE) GO SOUTHWESTERLY ALONG INTERSTATE 94
 NE1130'FOR 0.8 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 NE1130'MARK FROM THE STATION GO SOUTHWEST ALONG INTERSTATE 94 FOR 0.5
 NE1130'MILE TO THE MARK ON THE RIGHT.
 NE1130'
 NE1130'STATION MARKS, STAMPED---77017 1977---, ARE MICHIGAN DEPARTMENT
 NE1130'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1130'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1130'SURFACE.  IT IS 81.5 FEET SOUTHEAST OF A GAS VENT PIPE, 76 FEET
 NE1130'SOUTHEAST OF A RIGHT-OF-WAY FENCE, 24.3 FEET NORTHWEST OF THE
 NE1130'CENTER OF WESTBOUND INTERSTATE 94, 21.3 FEET SOUTH-SOUTHWEST OF
 NE1130'PLUS SIGN OF 1642+75 IN CULVERT HEADWALL AND 3.7 FEET WEST OF
 NE1130'A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1130'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 NE1130'SURFACE.
 NE1130'
 NE1130'REFERENCE MARK 1, STAMPED---NO 1 77017 1977---, IS SET IN THE
 NE1130'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1130'GROUND SURFACE.  IT IS 59.4 FEET SOUTHEAST OF GAS LINE VENT
 NE1130'PIPE, 58.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 44 FEET
 NE1130'NORTHWEST OF THE CENTERLINE OF WESTBOUND INTERSTATE 94, 13.6
 NE1130'FEET NORTHEAST OF PLUS SIGN OF 1642+75 IN CULVERT HEADWALL AND
 NE1130'12.4 FEET SOUTHWEST OF THE PLUS SIGN OF 1643+00 IN A CULVERT
 NE1130'HEADWALL.
 NE1130'
 NE1130'REFERENCE MARK 2, STAMPED---NO 2 77017 1977---, IS SET IN THE
 NE1130'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1130'GROUND SURFACE.  IT IS 76.4 FEET SOUTHEAST OF A GAS LINE VENT
 NE1130'PIPE, 67.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 36.2 FEET
 NE1130'NORTHWEST OF THE CENTERLINE OF WESTBOUND INTERSTATE 94 AND 28.9
 NE1130'FEET SOUTHWEST OF THE PLUS SIGN OF 1645+75 IN CULVERT HEADWALL.
 NE1130'
 NE1130'AZIMUTH MARKS, STAMPED---AZ MK 77017 1977---, ARE REFERENCE
 NE1130'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1130'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1130'IT IS 100 FEET NORTHWEST OF THE CENTERLINE OF WESTBOUND
 NE1130'INTERSTATE 94, 27 FEET SOUTHEAST OF A 5 INCH THORNAPPLE TREE
 NE1130'AND 4 FEET NORTHEAST OF A WITNESS POST AND 3.3 FEET SOUTHEAST
 NE1130'OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN THE
 NE1130'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1130'GROUND SURFACE.
 NE1130'
 NE1130'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 NE1130'TRANSPORTATION DISKS.
 NE1130'
 NE1130'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1130'DESCRIBED BY G.P. ROSENDALE.
 NE1130'
 NE1130
 NE1130                          STATION RECOVERY (1999)
 NE1130
 NE1130'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1130'MARK NOT FOUND.
 NE1130
 NE1130                          STATION RECOVERY (2005)
 NE1130
 NE1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE1130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1124 ***********************************************************************
 NE1124  DESIGNATION -  77017 AZ MK
 NE1124  PID         -  NE1124
 NE1124  STATE/COUNTY-  MI/ST CLAIR
 NE1124  COUNTRY     -  US
 NE1124  USGS QUAD   -  SMITHS CREEK (2017)
 NE1124
 NE1124                         *CURRENT SURVEY CONTROL
 NE1124  ______________________________________________________________________
 NE1124* NAD 83(1994) POSITION- 42 53 34.81188(N) 082 30 57.84093(W)   ADJUSTED
 NE1124* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) VERTCON3
 NE1124  ______________________________________________________________________
 NE1124  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 NE1124  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 NE1124  HORZ ORDER      -  SECOND
 NE1124
 NE1124.The horizontal coordinates were established by classical geodetic methods
 NE1124.and adjusted by the National Geodetic Survey in February 1997.
 NE1124
 NE1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1124
 NE1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1124.GEOID18 height accuracy estimate available here.
 NE1124
 NE1124.Click photographs - Photos may exist for this station.
 NE1124
 NE1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1124
 NE1124. The following values were computed from the NAD 83(1994) position.
 NE1124
 NE1124;                    North         East     Units Scale Factor Converg.
 NE1124;SPC MI S     -   156,392.287 4,151,135.020   MT  0.99990689   +1 15 33.8
 NE1124;SPC MI S     -   513,098.05 13,619,209.38   iFT  0.99990689   +1 15 33.8
 NE1124;UTM  17      - 4,750,047.932   376,212.595   MT  0.99978851   -1 01 55.2
 NE1124
 NE1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1124!SPC MI S     -   0.99997476  x   0.99990689  =   0.99988165
 NE1124!UTM  17      -   0.99997476  x   0.99978851  =   0.99976328
 NE1124
 NE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7621250047(NAD 83)
 NE1124
 NE1124                          SUPERSEDED SURVEY CONTROL
 NE1124
 NE1124  NAD 83(1986)-  42 53 34.79852(N)    082 30 57.87598(W) AD(       ) 2
 NE1124  NAD 27      -  42 53 34.69054(N)    082 30 58.17205(W) AD(       ) 2
 NE1124  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NE1124
 NE1124.Superseded values are not recommended for survey control.
 NE1124
 NE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1124.See file dsdata.pdf to determine how the superseded data were derived.
 NE1124
 NE1124_MARKER: DR = REFERENCE MARK DISK
 NE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1124_STAMPING: AZ MK 77017 1977
 NE1124_MARK LOGO: MIDH
 NE1124_PROJECTION: FLUSH
 NE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1124+STABILITY: SURFACE MOTION
 NE1124
 NE1124  HISTORY     - Date     Condition        Report By
 NE1124  HISTORY     - 1977     MONUMENTED       MIDH
 NE1124  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1124
 NE1124                          STATION DESCRIPTION
 NE1124
 NE1124'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1124'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORT HURON,
 NE1124'2 MILES SOUTHWEST OF MARYSVILLE ON INTERSTATE HIGHWAY 94 RIGHT-
 NE1124'OF-WAY.
 NE1124'
 NE1124'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1124'AND M-25 (GRATIOT AVENUE) GO SOUTHWESTERLY ALONG INTERSTATE 94
 NE1124'FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 NE1124'
 NE1124'AZIMUTH MARKS, STAMPED---AZ MK 77017 1977---, ARE REFERENCE
 NE1124'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1124'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1124'IT IS 100 FEET NORTHWEST OF THE CENTERLINE OF WESTBOUND
 NE1124'INTERSTATE 94, 27 FEET SOUTHEAST OF A 5 INCH THORNAPPLE TREE
 NE1124'AND 4 FEET NORTHEAST OF A WITNESS POST AND 3.3 FEET SOUTHEAST
 NE1124'OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN THE
 NE1124'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1124'GROUND SURFACE.
 NE1124'
 NE1124'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77017 MIDH.
 NE1124'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1124'DESCRIBED BY G.P. ROSENDALE.
 NE1124
 NE1124                          STATION RECOVERY (1999)
 NE1124
 NE1124'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1122 ***********************************************************************
 NE1122  DESIGNATION -  77017 RM 1
 NE1122  PID         -  NE1122
 NE1122  STATE/COUNTY-  MI/ST CLAIR
 NE1122  COUNTRY     -  US
 NE1122  USGS QUAD   -  SMITHS CREEK (2017)
 NE1122
 NE1122                         *CURRENT SURVEY CONTROL
 NE1122  ______________________________________________________________________
 NE1122* NAD 83(1994) POSITION- 42 53 51.95154(N) 082 30 31.36402(W)   ADJUSTED
 NE1122* NAVD 88 ORTHO HEIGHT -   193.    (meters)      633.    (feet) VERTCON3
 NE1122  ______________________________________________________________________
 NE1122  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 NE1122  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 NE1122  HORZ ORDER      -  SECOND
 NE1122
 NE1122.The horizontal coordinates were established by classical geodetic methods
 NE1122.and adjusted by the National Geodetic Survey in February 1997.
 NE1122
 NE1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1122
 NE1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1122.GEOID18 height accuracy estimate available here.
 NE1122
 NE1122.Click photographs - Photos may exist for this station.
 NE1122
 NE1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1122
 NE1122. The following values were computed from the NAD 83(1994) position.
 NE1122
 NE1122;                    North         East     Units Scale Factor Converg.
 NE1122;SPC MI S     -   156,934.242 4,151,723.897   MT  0.99990690   +1 15 51.8
 NE1122;SPC MI S     -   514,876.12 13,621,141.39   iFT  0.99990690   +1 15 51.8
 NE1122;UTM  17      - 4,750,565.847   376,822.598   MT  0.99978666   -1 01 37.6
 NE1122
 NE1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1122!SPC MI S     -   0.99997523  x   0.99990690  =   0.99988213
 NE1122!UTM  17      -   0.99997523  x   0.99978666  =   0.99976190
 NE1122
 NE1122:                Primary Azimuth Mark                     Grid Az
 NE1122:SPC MI S     -  LITTLE                                   313 31 30.5
 NE1122:UTM  17      -  LITTLE                                   315 48 59.9
 NE1122
 NE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7682250565(NAD 83)
 NE1122
 NE1122|---------------------------------------------------------------------|
 NE1122| PID    Reference Object                     Distance      Geod. Az  |
 NE1122|                                                           dddmmss.s |
 NE1122| NE1130 77017                                 9.577 METERS 18747     |
 NE1122| NE1137 LITTLE                              APPROX. 1.9 KM 3144722.3 |
 NE1122|---------------------------------------------------------------------|
 NE1122
 NE1122                          SUPERSEDED SURVEY CONTROL
 NE1122
 NE1122  NAD 83(1986)-  42 53 51.93809(N)    082 30 31.39896(W) AD(       ) 2
 NE1122  NAD 27      -  42 53 51.83008(N)    082 30 31.69571(W) AD(       ) 2
 NE1122  NGVD 29 (07/19/86)  193.     (m)          633.     (f) VERT ANG       
 NE1122
 NE1122.Superseded values are not recommended for survey control.
 NE1122
 NE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1122.See file dsdata.pdf to determine how the superseded data were derived.
 NE1122
 NE1122_MARKER: DR = REFERENCE MARK DISK
 NE1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1122_STAMPING: NO 1 77017 1977
 NE1122_MARK LOGO: MIDH
 NE1122_PROJECTION: FLUSH
 NE1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1122+STABILITY: SURFACE MOTION
 NE1122
 NE1122  HISTORY     - Date     Condition        Report By
 NE1122  HISTORY     - 1977     MONUMENTED       MIDH
 NE1122
 NE1122                          STATION DESCRIPTION
 NE1122
 NE1122'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1122'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-NORTHEAST OF RATTLE
 NE1122'RUN, 5.1 MI (8.2 KM) NORTH OF SAINT CLAIR AND 5.0 MI (8.0 KM)
 NE1122'EAST-SOUTHEAST OF SMITHS CREEK.
 NE1122'
 NE1122'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND M-25 (GRATIOT
 NE1122'AVENUE), GO SOUTHWESTERLY ALONG INTERSTATE 94 FOR 0.8 MILE TO THE
 NE1122'MARK.
 NE1122'
 NE1122'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NE1122'WITH THE GROUND SURFACE, 59.4 FEET SOUTHEAST OF A GAS LINE VENT PIPE,
 NE1122'58.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 44 FEET NORTHWEST OF
 NE1122'THE CENTERLINE OF WESTBOUND INTERSTATE 94, 13.6 FEET NORTHEAST OF PLUS
 NE1122'SIGN OF 1642+75 IN CULVERT HEADWALL AND 12.4 FEET SOUTHWEST OF THE
 NE1122'PLUS SIGN OF 1643+00 IN A CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1131 ***********************************************************************
 NE1131  DESIGNATION -  77017 RM 2
 NE1131  PID         -  NE1131
 NE1131  STATE/COUNTY-  MI/ST CLAIR
 NE1131  COUNTRY     -  US
 NE1131  USGS QUAD   -  SMITHS CREEK (2017)
 NE1131
 NE1131                         *CURRENT SURVEY CONTROL
 NE1131  ______________________________________________________________________
 NE1131* NAD 83(1994) POSITION- 42 53 51.61343(N) 082 30 31.70033(W)   ADJUSTED
 NE1131* NAVD 88 ORTHO HEIGHT -   193.9   (meters)      636.    (feet) VERTCON3
 NE1131  ______________________________________________________________________
 NE1131  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 NE1131  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 NE1131  HORZ ORDER      -  SECOND
 NE1131
 NE1131.The horizontal coordinates were established by classical geodetic methods
 NE1131.and adjusted by the National Geodetic Survey in February 1997.
 NE1131
 NE1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1131
 NE1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1131.GEOID18 height accuracy estimate available here.
 NE1131
 NE1131.Click photographs - Photos may exist for this station.
 NE1131
 NE1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1131
 NE1131. The following values were computed from the NAD 83(1994) position.
 NE1131
 NE1131;                    North         East     Units Scale Factor Converg.
 NE1131;SPC MI S     -   156,923.644 4,151,716.499   MT  0.99990690   +1 15 51.6
 NE1131;SPC MI S     -   514,841.35 13,621,117.12   iFT  0.99990690   +1 15 51.6
 NE1131;UTM  17      - 4,750,555.554   376,814.783   MT  0.99978668   -1 01 37.8
 NE1131
 NE1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1131!SPC MI S     -   0.99997507  x   0.99990690  =   0.99988198
 NE1131!UTM  17      -   0.99997507  x   0.99978668  =   0.99976176
 NE1131
 NE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7681450555(NAD 83)
 NE1131
 NE1131                          SUPERSEDED SURVEY CONTROL
 NE1131
 NE1131  NAD 83(1986)-  42 53 51.59998(N)    082 30 31.73527(W) AD(       ) 2
 NE1131  NAD 27      -  42 53 51.49197(N)    082 30 32.03202(W) AD(       ) 2
 NE1131  NGVD 29 (07/19/86)  194.0    (m)          636.     (f) VERT ANG       
 NE1131
 NE1131.Superseded values are not recommended for survey control.
 NE1131
 NE1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1131.See file dsdata.pdf to determine how the superseded data were derived.
 NE1131
 NE1131_MARKER: DR = REFERENCE MARK DISK
 NE1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1131_STAMPING: NO 2 77017 1977
 NE1131_MARK LOGO: MIDH
 NE1131_PROJECTION: FLUSH
 NE1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1131+STABILITY: SURFACE MOTION
 NE1131
 NE1131  HISTORY     - Date     Condition        Report By
 NE1131  HISTORY     - 1977     MONUMENTED       MIDH
 NE1131
 NE1131                          STATION DESCRIPTION
 NE1131
 NE1131'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1131'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-NORTHEAST OF RATTLE
 NE1131'RUN, 5.1 MI (8.2 KM) NORTH OF SAINT CLAIR AND 5.0 MI (8.0 KM)
 NE1131'EAST-SOUTHEAST OF SMITHS CREEK.
 NE1131'
 NE1131'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND M-25 (GRATIOT
 NE1131'AVENUE), GO SOUTHWESTERLY ALONG INTERSTATE 94 FOR 0.8 MI (1.3 KM) TO
 NE1131'THE MARK ON THE RIGHT.
 NE1131'
 NE1131'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 NE1131'MONUMENT, 76.4 FT (23.3 M) SOUTHEAST OF A GAS LINE VENT PIPE, 67.8 FT
 NE1131'(20.7 M) SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 36.2 FT (11.0 M)
 NE1131'NORTHWEST OF THE CENTERLINE OF WESTBOUND INTERSTATE 94 AND 28.9 FT
 NE1131'(8.8 M) SOUTHWEST OF THE PLUS SIGN OF 1645+75 IN A CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1092 ***********************************************************************
 NE1092  DESIGNATION -  77018
 NE1092  PID         -  NE1092
 NE1092  STATE/COUNTY-  MI/ST CLAIR
 NE1092  COUNTRY     -  US
 NE1092  USGS QUAD   -  PORT HURON (2017)
 NE1092
 NE1092                         *CURRENT SURVEY CONTROL
 NE1092  ______________________________________________________________________
 NE1092* NAD 83(1994) POSITION- 42 58 31.63327(N) 082 28 37.56251(W)   ADJUSTED
 NE1092* NAVD 88 ORTHO HEIGHT -   195.9   (meters)      643.    (feet) VERTCON3
 NE1092  ______________________________________________________________________
 NE1092  GEOID HEIGHT    -        -34.882 (meters)                     GEOID18
 NE1092  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 NE1092  HORZ ORDER      -  SECOND
 NE1092
 NE1092.The horizontal coordinates were established by classical geodetic methods
 NE1092.and adjusted by the National Geodetic Survey in February 1997.
 NE1092
 NE1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1092
 NE1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1092.GEOID18 height accuracy estimate available here.
 NE1092
 NE1092.Click photographs - Photos may exist for this station.
 NE1092
 NE1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1092
 NE1092. The following values were computed from the NAD 83(1994) position.
 NE1092
 NE1092;                    North         East     Units Scale Factor Converg.
 NE1092;SPC MI S     -   165,619.350 4,154,111.256   MT  0.99990812   +1 17 09.3
 NE1092;SPC MI S     -   543,370.57 13,628,973.94   iFT  0.99990812   +1 17 09.3
 NE1092;UTM  17      - 4,759,147.449   379,555.076   MT  0.99977847   -1 00 25.3
 NE1092
 NE1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1092!SPC MI S     -   0.99997475  x   0.99990812  =   0.99988288
 NE1092!UTM  17      -   0.99997475  x   0.99977847  =   0.99975323
 NE1092
 NE1092:                Primary Azimuth Mark                     Grid Az
 NE1092:SPC MI S     -  77014                                    256 20 45.5
 NE1092:UTM  17      -  77014                                    258 38 20.1
 NE1092
 NE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7955559147(NAD 83)
 NE1092
 NE1092|---------------------------------------------------------------------|
 NE1092| PID    Reference Object                     Distance      Geod. Az  |
 NE1092|                                                           dddmmss.s |
 NE1092| CH0432 77018 RM 1                            7.263 METERS 10944     |
 NE1092| NE1085 77014                               APPROX. 1.0 KM 2573754.8 |
 NE1092|---------------------------------------------------------------------|
 NE1092
 NE1092                          SUPERSEDED SURVEY CONTROL
 NE1092
 NE1092  NAD 83(1986)-  42 58 31.61936(N)    082 28 37.59563(W) AD(       ) 2
 NE1092  NAD 27      -  42 58 31.51322(N)    082 28 37.89302(W) AD(       ) 2
 NE1092  NGVD 29 (07/19/86)  196.0    (m)          643.     (f) VERT ANG       
 NE1092
 NE1092.Superseded values are not recommended for survey control.
 NE1092
 NE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1092.See file dsdata.pdf to determine how the superseded data were derived.
 NE1092
 NE1092_MARKER: DD = SURVEY DISK
 NE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1092_STAMPING: 77018 1977
 NE1092_MARK LOGO: MIDH
 NE1092_PROJECTION: FLUSH
 NE1092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1092+STABILITY: SURFACE MOTION
 NE1092
 NE1092  HISTORY     - Date     Condition        Report By
 NE1092  HISTORY     - 1977     MONUMENTED       MIDH
 NE1092  HISTORY     - 19970705 GOOD             USPSQD
 NE1092
 NE1092                          STATION DESCRIPTION
 NE1092
 NE1092'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1092'THE STATION IS ABOUT 3.0 MILES WEST OF PORT HURON ON M-21 FREEWAY ON
 NE1092'STATE ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP, T6N-R17E, N.W.
 NE1092'QUARTER OF SECTION 8.
 NE1092'
 NE1092'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1092'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD THENCE WEST 2.9
 NE1092'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1092'
 NE1092'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1092'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77018
 NE1092', 1977.  SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1092'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.3 FEET NORTH
 NE1092'EAST OF THE CENTERLINE OF WESTBOUND M-21 FREEWAY AND 7.0 FEET NORTH
 NE1092'EAST OF A GUARD POST AND 6.9 FEET NORTH WEST OF A GUARD POST AND 4.3
 NE1092'FEET EAST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN TOP OF AN
 NE1092'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1092'
 NE1092'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1092'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77018
 NE1092', 1977 SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NE1092'WITH THE GROUND SURFACE.  IT IS 28 FEET EAST OF A WITNESS POST AND 25
 NE1092'FEET NORTH OF THE CENTERLINE OF WEST BOUND M-21 FREEWAY AND 8.1 FEET
 NE1092'NORTH WEST OF A GUARD POST AND 5.8 FEET NORTH EAST OF A GUARD POST.
 NE1092
 NE1092                          STATION RECOVERY (1997)
 NE1092
 NE1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1091 ***********************************************************************
 NE1091  DESIGNATION -  77019
 NE1091  PID         -  NE1091
 NE1091  STATE/COUNTY-  MI/ST CLAIR
 NE1091  COUNTRY     -  US
 NE1091  USGS QUAD   -  PORT HURON (2017)
 NE1091
 NE1091                         *CURRENT SURVEY CONTROL
 NE1091  ______________________________________________________________________
 NE1091* NAD 83(1994) POSITION- 42 58 16.59044(N) 082 28 06.78066(W)   ADJUSTED
 NE1091* NAVD 88 ORTHO HEIGHT -   196.7   (meters)      645.    (feet) VERTCON3
 NE1091  ______________________________________________________________________
 NE1091  GEOID HEIGHT    -        -34.891 (meters)                     GEOID18
 NE1091  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 NE1091  HORZ ORDER      -  SECOND
 NE1091
 NE1091.The horizontal coordinates were established by classical geodetic methods
 NE1091.and adjusted by the National Geodetic Survey in February 1997.
 NE1091
 NE1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1091
 NE1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1091.GEOID18 height accuracy estimate available here.
 NE1091
 NE1091.Click photographs - Photos may exist for this station.
 NE1091
 NE1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1091
 NE1091. The following values were computed from the NAD 83(1994) position.
 NE1091
 NE1091;                    North         East     Units Scale Factor Converg.
 NE1091;SPC MI S     -   165,170.991 4,154,818.974   MT  0.99990801   +1 17 30.2
 NE1091;SPC MI S     -   541,899.58 13,631,295.85   iFT  0.99990801   +1 17 30.2
 NE1091;UTM  17      - 4,758,671.197   380,244.199   MT  0.99977643   -1 00 04.1
 NE1091
 NE1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1091!SPC MI S     -   0.99997463  x   0.99990801  =   0.99988264
 NE1091!UTM  17      -   0.99997463  x   0.99977643  =   0.99975106
 NE1091
 NE1091:                Primary Azimuth Mark                     Grid Az
 NE1091:SPC MI S     -  77018                                    302 21 19.4
 NE1091:UTM  17      -  77018                                    304 38 53.7
 NE1091
 NE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8024458671(NAD 83)
 NE1091
 NE1091|---------------------------------------------------------------------|
 NE1091| PID    Reference Object                     Distance      Geod. Az  |
 NE1091|                                                           dddmmss.s |
 NE1091| CH0433 77019 RM 1                            6.962 METERS 23722     |
 NE1091| NE1092 77018                               APPROX. 0.8 KM 3033849.6 |
 NE1091|---------------------------------------------------------------------|
 NE1091
 NE1091                          SUPERSEDED SURVEY CONTROL
 NE1091
 NE1091  NAD 83(1986)-  42 58 16.57643(N)    082 28 06.81389(W) AD(       ) 2
 NE1091  NAD 27      -  42 58 16.46996(N)    082 28 07.11225(W) AD(       ) 2
 NE1091  NGVD 29 (07/19/86)  196.8    (m)          646.     (f) VERT ANG       
 NE1091
 NE1091.Superseded values are not recommended for survey control.
 NE1091
 NE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1091.See file dsdata.pdf to determine how the superseded data were derived.
 NE1091
 NE1091_MARKER: DD = SURVEY DISK
 NE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1091_STAMPING: 77019 1977
 NE1091_MARK LOGO: MIDH
 NE1091_PROJECTION: FLUSH
 NE1091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1091+STABILITY: SURFACE MOTION
 NE1091
 NE1091  HISTORY     - Date     Condition        Report By
 NE1091  HISTORY     - 1977     MONUMENTED       MIDH
 NE1091  HISTORY     - 19970705 GOOD             USPSQD
 NE1091
 NE1091                          STATION DESCRIPTION
 NE1091
 NE1091'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1091'THE STATION IS ABOUT 2.5 MILES WEST OF PORT HURON ON M-21 FREEWAY ON
 NE1091'STATE ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP, T6N-R17E, S.E.
 NE1091'QUARTER OF SECTION 8.
 NE1091'
 NE1091'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1091'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD THENCE RIGHT 2.4
 NE1091'MILES TO THE STATION ON LEFT AS DESCRIBED.
 NE1091'
 NE1091'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1091'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77019
 NE1091', 1977.  SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1091'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.0 FEET NORTH
 NE1091'OF THE CENTERLINE OF THE E B M-21 FREEWAY AND 38.7 FEET SOUTH OF THE
 NE1091'W B M-21 FREEWAY AND 4.2 FEET SOUTH OF A WITNESS POST. THE UNDERGROUND
 NE1091'MARK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1091'THE GROUND SURFACE
 NE1091'
 NE1091'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1091'HIGHWAYS AND TRANSPORTION REFERENCE MARK DISK STAMPED 1, 77019, 1977.
 NE1091'SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1091'GROUND SURFACE.  IT IS 59.5 FEET SOUTH OF THE CENTERLINE OF WEST BOUND
 NE1091'M-21 FREEWAY AND 34.2 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND
 NE1091'M-21 FREEWAY AND 27.0 FEET SOUTH WEST OF A WITNESS POST.
 NE1091
 NE1091                          STATION RECOVERY (1997)
 NE1091
 NE1091'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1090 ***********************************************************************
 NE1090  DESIGNATION -  77020
 NE1090  PID         -  NE1090
 NE1090  STATE/COUNTY-  MI/ST CLAIR
 NE1090  COUNTRY     -  US
 NE1090  USGS QUAD   -  PORT HURON (2017)
 NE1090
 NE1090                         *CURRENT SURVEY CONTROL
 NE1090  ______________________________________________________________________
 NE1090* NAD 83(1994) POSITION- 42 57 59.44996(N) 082 27 33.87570(W)   ADJUSTED
 NE1090* NAVD 88 ORTHO HEIGHT -   187.4   (meters)      615.    (feet) VERTCON3
 NE1090  ______________________________________________________________________
 NE1090  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 NE1090  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 NE1090  HORZ ORDER      -  SECOND
 NE1090
 NE1090.The horizontal coordinates were established by classical geodetic methods
 NE1090.and adjusted by the National Geodetic Survey in February 1997.
 NE1090
 NE1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1090
 NE1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1090.GEOID18 height accuracy estimate available here.
 NE1090
 NE1090.Click photographs - Photos may exist for this station.
 NE1090
 NE1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1090
 NE1090. The following values were computed from the NAD 83(1994) position.
 NE1090
 NE1090;                    North         East     Units Scale Factor Converg.
 NE1090;SPC MI S     -   164,659.087 4,155,576.348   MT  0.99990789   +1 17 52.6
 NE1090;SPC MI S     -   540,220.10 13,633,780.67   iFT  0.99990789   +1 17 52.6
 NE1090;UTM  17      - 4,758,129.475   380,980.390   MT  0.99977427   -0 59 41.3
 NE1090
 NE1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1090!SPC MI S     -   0.99997609  x   0.99990789  =   0.99988398
 NE1090!UTM  17      -   0.99997609  x   0.99977427  =   0.99975036
 NE1090
 NE1090:                Primary Azimuth Mark                     Grid Az
 NE1090:SPC MI S     -  77019                                    304 03 16.2
 NE1090:UTM  17      -  77019                                    306 20 50.1
 NE1090
 NE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8098058129(NAD 83)
 NE1090
 NE1090|---------------------------------------------------------------------|
 NE1090| PID    Reference Object                     Distance      Geod. Az  |
 NE1090|                                                           dddmmss.s |
 NE1090| CH0434 77020 RM 1                            8.669 METERS 28159     |
 NE1090| NE1091 77019                               APPROX. 0.9 KM 3052108.8 |
 NE1090|---------------------------------------------------------------------|
 NE1090
 NE1090                          SUPERSEDED SURVEY CONTROL
 NE1090
 NE1090  NAD 83(1986)-  42 57 59.43585(N)    082 27 33.90905(W) AD(       ) 2
 NE1090  NAD 27      -  42 57 59.32904(N)    082 27 34.20846(W) AD(       ) 2
 NE1090  NGVD 29 (07/19/86)  187.5    (m)          615.     (f) VERT ANG       
 NE1090
 NE1090.Superseded values are not recommended for survey control.
 NE1090
 NE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1090.See file dsdata.pdf to determine how the superseded data were derived.
 NE1090
 NE1090_MARKER: DD = SURVEY DISK
 NE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1090_STAMPING: 77020 1978
 NE1090_MARK LOGO: MIDH
 NE1090_PROJECTION: FLUSH
 NE1090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1090+STABILITY: SURFACE MOTION
 NE1090
 NE1090  HISTORY     - Date     Condition        Report By
 NE1090  HISTORY     - 1978     MONUMENTED       MIDH
 NE1090  HISTORY     - 19970705 GOOD             USPSQD
 NE1090
 NE1090                          STATION DESCRIPTION
 NE1090
 NE1090'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1090'THE STATION IS ABOUT 2 MILES WEST OF PORT HURON ON M-21 FREEWAY STATE
 NE1090'ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP T6N-R17E IN THE N.W.
 NE1090'QUARTER OF SECTION 16.
 NE1090'
 NE1090'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON, GO SOUTH 0.3
 NE1090'MILE TO THE INTERSECTION OF MILTARY AND GRISWOLD, THENCE RIGHT1.8MILES
 NE1090'TO THE GRISWOLD STREET EXIT AND STATION ON LEFT AS DESCRIBED.
 NE1090'
 NE1090'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPT OF STATE
 NE1090'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED,
 NE1090'77020, 1978.  SURFACE MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NE1090'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NE1090'51.5 FEET EAST OF A POWER POLE AND 25.0 FEET SOUTH OF THE SOUTH EDGE
 NE1090'OF E.B. M-21 FREEWAY AND 4.2 FEET NORTH OF WITNESS POST.  THE
 NE1090'UNDERGROUND MARK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1090'INCHES BELOW THE GROUND SURFACE.
 NE1090'
 NE1090'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1090'HIGHWAYS AND TRANSPORTATION REFERENCE MARK DISK STAMPED 1, 77020,
 NE1090'1978, SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NE1090'THE GROUND SURFACE.  IT IS 35.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 NE1090'EAST BOUND M-21 FREEWAY AND 29.0 FEET WEST OF WITNESS POST AND 29.0
 NE1090'FEET SOUTH EAST OF A POWERPOLE.
 NE1090
 NE1090                          STATION RECOVERY (1997)
 NE1090
 NE1090'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1086 ***********************************************************************
 NE1086  DESIGNATION -  77021
 NE1086  PID         -  NE1086
 NE1086  STATE/COUNTY-  MI/ST CLAIR
 NE1086  COUNTRY     -  US
 NE1086  USGS QUAD   -  PORT HURON (2017)
 NE1086
 NE1086                         *CURRENT SURVEY CONTROL
 NE1086  ______________________________________________________________________
 NE1086* NAD 83(1994) POSITION- 42 58 01.76088(N) 082 25 57.61398(W)   ADJUSTED
 NE1086* NAVD 88 ORTHO HEIGHT -   182.9   (meters)      600.    (feet) VERTCON3
 NE1086  ______________________________________________________________________
 NE1086  GEOID HEIGHT    -        -34.916 (meters)                     GEOID18
 NE1086  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 NE1086  HORZ ORDER      -  SECOND
 NE1086
 NE1086.The horizontal coordinates were established by classical geodetic methods
 NE1086.and adjusted by the National Geodetic Survey in February 1997.
 NE1086
 NE1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1086
 NE1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1086.GEOID18 height accuracy estimate available here.
 NE1086
 NE1086.Click photographs - Photos may exist for this station.
 NE1086
 NE1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1086
 NE1086. The following values were computed from the NAD 83(1994) position.
 NE1086
 NE1086;                    North         East     Units Scale Factor Converg.
 NE1086;SPC MI S     -   164,780.131 4,157,755.479   MT  0.99990790   +1 18 58.1
 NE1086;SPC MI S     -   540,617.23 13,640,930.05   iFT  0.99990790   +1 18 58.1
 NE1086;UTM  17      - 4,758,163.240   383,162.321   MT  0.99976794   -0 58 35.7
 NE1086
 NE1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1086!SPC MI S     -   0.99997680  x   0.99990790  =   0.99988470
 NE1086!UTM  17      -   0.99997680  x   0.99976794  =   0.99974474
 NE1086
 NE1086:                Primary Azimuth Mark                     Grid Az
 NE1086:SPC MI S     -  77022                                    357 11 35.2
 NE1086:UTM  17      -  77022                                    359 29 09.0
 NE1086
 NE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8316258163(NAD 83)
 NE1086
 NE1086|---------------------------------------------------------------------|
 NE1086| PID    Reference Object                     Distance      Geod. Az  |
 NE1086|                                                           dddmmss.s |
 NE1086| NE1087 77022                               APPROX. 1.0 KM 3583033.3 |
 NE1086|---------------------------------------------------------------------|
 NE1086
 NE1086                          SUPERSEDED SURVEY CONTROL
 NE1086
 NE1086  NAD 83(1986)-  42 58 01.74642(N)    082 25 57.64736(W) AD(       ) 2
 NE1086  NAD 27      -  42 58 01.63923(N)    082 25 57.94963(W) AD(       ) 2
 NE1086  NGVD 29 (07/19/86)  183.0    (m)          600.     (f) VERT ANG       
 NE1086
 NE1086.Superseded values are not recommended for survey control.
 NE1086
 NE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1086.See file dsdata.pdf to determine how the superseded data were derived.
 NE1086
 NE1086_MARKER: DD = SURVEY DISK
 NE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1086_STAMPING: 77021 1978
 NE1086_MARK LOGO: MIDH
 NE1086_PROJECTION: FLUSH
 NE1086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1086+STABILITY: SURFACE MOTION
 NE1086
 NE1086  HISTORY     - Date     Condition        Report By
 NE1086  HISTORY     - 1978     MONUMENTED       MIDH
 NE1086  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE1086
 NE1086                          STATION DESCRIPTION
 NE1086
 NE1086'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1086'THE STATION IS IN THE CITY OF PORT HURON ON HIGHWAY M-21 ON STATE
 NE1086'R.O.W. IN ST CLAIR COUNTY, PORT HURON TOWNSHIP.  T6N-R17E, IN THE N.W.
 NE1086'QUARTER OF SEC 15.
 NE1086'
 NE1086'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1086'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD, THENCE RIGHT 0.4
 NE1086'MILES TO THE INTERSECTION OF 10TH STREET AND GRISWOLD TO THE STATION
 NE1086'ON THE LEFT AS DESCRIBED.
 NE1086'
 NE1086'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1086'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED,
 NE1086'77021, 1978.  SURFACE MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NE1086'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54.7
 NE1086'FEET WEST OF THE CENTERLINE OF 10TH STREET AND 51.62 FEET NORTH OF A
 NE1086'CHISLED X ON THE SOUTH EAST BOLT OF LIGHT BASE AND 41.46 FEET SOUTH
 NE1086'OF A CHISLED X ON THE EAST BOLT OF LIGHT BASE AND 35.8 N.W. OF A
 NE1086'FLOODLIGHT AND 35.62 FEET S.E. OF A CHISLED X ON THE NORTH BOLT OF A
 NE1086'LIGHT BASE AND 34.39 FEET S.W. OF A CHISLED X ON THE NORTH BOLT OF
 NE1086'LIGHT BASE  AND 28.5 FEET SOUTH OF THE CENTERLINE OF GRISWOLD STREET.
 NE1086'
 NE1086'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1086'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1086
 NE1086                          STATION RECOVERY (1994)
 NE1086
 NE1086'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1087 ***********************************************************************
 NE1087  DESIGNATION -  77022
 NE1087  PID         -  NE1087
 NE1087  STATE/COUNTY-  MI/ST CLAIR
 NE1087  COUNTRY     -  US
 NE1087  USGS QUAD   -  PORT HURON (2017)
 NE1087
 NE1087                         *CURRENT SURVEY CONTROL
 NE1087  ______________________________________________________________________
 NE1087* NAD 83(1994) POSITION- 42 58 33.85440(N) 082 25 58.75144(W)   ADJUSTED
 NE1087* NAVD 88 ORTHO HEIGHT -   182.0   (meters)      597.    (feet) VERTCON3
 NE1087  ______________________________________________________________________
 NE1087  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 NE1087  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 NE1087  HORZ ORDER      -  SECOND
 NE1087
 NE1087.The horizontal coordinates were established by classical geodetic methods
 NE1087.and adjusted by the National Geodetic Survey in February 1997.
 NE1087
 NE1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1087
 NE1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1087.GEOID18 height accuracy estimate available here.
 NE1087
 NE1087.Click photographs - Photos may exist for this station.
 NE1087
 NE1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1087
 NE1087. The following values were computed from the NAD 83(1994) position.
 NE1087
 NE1087;                    North         East     Units Scale Factor Converg.
 NE1087;SPC MI S     -   165,769.558 4,157,706.969   MT  0.99990814   +1 18 57.3
 NE1087;SPC MI S     -   543,863.38 13,640,770.90   iFT  0.99990814   +1 18 57.3
 NE1087;UTM  17      - 4,759,153.678   383,153.434   MT  0.99976796   -0 58 37.1
 NE1087
 NE1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1087!SPC MI S     -   0.99997694  x   0.99990814  =   0.99988508
 NE1087!UTM  17      -   0.99997694  x   0.99976796  =   0.99974490
 NE1087
 NE1087:                Primary Azimuth Mark                     Grid Az
 NE1087:SPC MI S     -  77021                                    177 11 35.2
 NE1087:UTM  17      -  77021                                    179 29 09.6
 NE1087
 NE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8315359153(NAD 83)
 NE1087
 NE1087|---------------------------------------------------------------------|
 NE1087| PID    Reference Object                     Distance      Geod. Az  |
 NE1087|                                                           dddmmss.s |
 NE1087| NE1086 77021                               APPROX. 1.0 KM 1783032.5 |
 NE1087|---------------------------------------------------------------------|
 NE1087
 NE1087                          SUPERSEDED SURVEY CONTROL
 NE1087
 NE1087  NAD 83(1986)-  42 58 33.83993(N)    082 25 58.78460(W) AD(       ) 2
 NE1087  NAD 27      -  42 58 33.73304(N)    082 25 59.08654(W) AD(       ) 2
 NE1087  NGVD 29 (07/19/86)  182.1    (m)          597.     (f) VERT ANG       
 NE1087
 NE1087.Superseded values are not recommended for survey control.
 NE1087
 NE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1087.See file dsdata.pdf to determine how the superseded data were derived.
 NE1087
 NE1087_MARKER: DD = SURVEY DISK
 NE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1087_STAMPING: 77022 1978
 NE1087_MARK LOGO: MIDH
 NE1087_PROJECTION: FLUSH
 NE1087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1087+STABILITY: SURFACE MOTION
 NE1087
 NE1087  HISTORY     - Date     Condition        Report By
 NE1087  HISTORY     - 1978     MONUMENTED       MIDH
 NE1087  HISTORY     - 19940514 GOOD             USPSQD
 NE1087  HISTORY     - 19990703 GOOD             USPSQD
 NE1087
 NE1087                          STATION DESCRIPTION
 NE1087
 NE1087'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1087'THE STATION IS IN THE CITY OF PORT HURON AT THE INTERSECTION OF 10 TH
 NE1087'AND LAPEER AVE. ON CITY ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP,
 NE1087'T6N-R17E IN THE N.E. QUARTER OF SECTION 10.
 NE1087'
 NE1087'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1087'MILE TO THE INTERSECTION OF MILITARY AND GRISWOLD STREETS, THENCE
 NE1087'RIGHT 0.4 MILE TO THE INTERSECTION OF 10TH AND LAPEER AVE. TO THE
 NE1087'STATION IN THE S.E. QUADRANT (RIGHT) AS DESCRIBED.
 NE1087'
 NE1087'THE STATION MARK IS A 3.5 ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1087'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED,
 NE1087'77022, 1978.  SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL
 NE1087'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.8
 NE1087'FEET SOUTH OF THE CENTERLINE OF LAPEER AVE. AND 45.18 FEET EAST OF A
 NE1087'CHISLED X ON THE WEST BOLT OF LIGHT BASE AND 35.5 FEET EAST OF THE
 NE1087'CENTERLINE OF 10TH STREET AND 11.25 FEET NORTH OF A CHISLED X ON THE
 NE1087'WEST BOLT OF A SIGN BASE AND 8.9 FEET S.E. OF THE INTERSECTION OF CURB
 NE1087'AND SOUTH EDGE OF THE SOUTH SIDEWALK AND 8.54 FEET NORTH OF A CHISLED
 NE1087'X ON THE WEST BOLT OF LIGHT BASE.  THE UNDERGROUND MARK IS SET IN TOP
 NE1087'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BLOW THE GROUND SURFACE.
 NE1087
 NE1087                          STATION RECOVERY (1994)
 NE1087
 NE1087'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1087'RECOVERED IN GOOD CONDITION.
 NE1087
 NE1087                          STATION RECOVERY (1999)
 NE1087
 NE1087'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1088 ***********************************************************************
 NE1088  DESIGNATION -  77023
 NE1088  PID         -  NE1088
 NE1088  STATE/COUNTY-  MI/ST CLAIR
 NE1088  COUNTRY     -  US
 NE1088  USGS QUAD   -  PORT HURON (2017)
 NE1088
 NE1088                         *CURRENT SURVEY CONTROL
 NE1088  ______________________________________________________________________
 NE1088* NAD 83(1994) POSITION- 42 59 06.76769(N) 082 26 02.10622(W)   ADJUSTED
 NE1088* NAVD 88 ORTHO HEIGHT -   183.9   (meters)      603.    (feet) VERTCON3
 NE1088  ______________________________________________________________________
 NE1088  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 NE1088  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 NE1088  HORZ ORDER      -  SECOND
 NE1088
 NE1088.The horizontal coordinates were established by classical geodetic methods
 NE1088.and adjusted by the National Geodetic Survey in February 1997.
 NE1088
 NE1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1088
 NE1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1088.GEOID18 height accuracy estimate available here.
 NE1088
 NE1088.Click photographs - Photos may exist for this station.
 NE1088
 NE1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1088
 NE1088. The following values were computed from the NAD 83(1994) position.
 NE1088
 NE1088;                    North         East     Units Scale Factor Converg.
 NE1088;SPC MI S     -   166,783.123 4,157,607.668   MT  0.99990840   +1 18 55.1
 NE1088;SPC MI S     -   547,188.72 13,640,445.10   iFT  0.99990840   +1 18 55.1
 NE1088;UTM  17      - 4,760,170.262   383,094.773   MT  0.99976813   -0 58 40.0
 NE1088
 NE1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1088!SPC MI S     -   0.99997664  x   0.99990840  =   0.99988504
 NE1088!UTM  17      -   0.99997664  x   0.99976813  =   0.99974477
 NE1088
 NE1088:                Primary Azimuth Mark                     Grid Az
 NE1088:SPC MI S     -  77022                                    174 24 16.1
 NE1088:UTM  17      -  77022                                    176 41 51.2
 NE1088
 NE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8309460170(NAD 83)
 NE1088
 NE1088|---------------------------------------------------------------------|
 NE1088| PID    Reference Object                     Distance      Geod. Az  |
 NE1088|                                                           dddmmss.s |
 NE1088| NE1087 77022                               APPROX. 1.0 KM 1754311.2 |
 NE1088|---------------------------------------------------------------------|
 NE1088
 NE1088                          SUPERSEDED SURVEY CONTROL
 NE1088
 NE1088  NAD 83(1986)-  42 59 06.75322(N)    082 26 02.13915(W) AD(       ) 2
 NE1088  NAD 27      -  42 59 06.64662(N)    082 26 02.44069(W) AD(       ) 2
 NE1088  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 NE1088
 NE1088.Superseded values are not recommended for survey control.
 NE1088
 NE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1088.See file dsdata.pdf to determine how the superseded data were derived.
 NE1088
 NE1088_MARKER: DD = SURVEY DISK
 NE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1088_STAMPING: 77023 1978
 NE1088_MARK LOGO: MIDH
 NE1088_PROJECTION: FLUSH
 NE1088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1088+STABILITY: SURFACE MOTION
 NE1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1088+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 NE1088
 NE1088  HISTORY     - Date     Condition        Report By
 NE1088  HISTORY     - 1978     MONUMENTED       MIDH
 NE1088  HISTORY     - 19940514 GOOD             USPSQD
 NE1088  HISTORY     - 19950928 POOR             USPSQD
 NE1088  HISTORY     - 19970705 GOOD             USPSQD
 NE1088  HISTORY     - 20060409 GOOD             USPSQD
 NE1088
 NE1088                          STATION DESCRIPTION
 NE1088
 NE1088'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1088'THE STATION IS IN THE CITY OF PORT HURON, AT THE INTERSECTION OF 10 TH
 NE1088'AND LINCOLN STREETS ON CITY ROW IN ST CLAIR COUNTY, PORT HURON
 NE1088'TOWNSHIP, T6N-R17E IN THE S.W. QUARTER OF SECTION 3.
 NE1088'
 NE1088'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON, GO SOUTH 0.3
 NE1088'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD STREETS, THENCE
 NE1088'RIGHT 0.4 MILES TO THE INTERSECTION OF 10TH AND GRISWOLD STREETS,
 NE1088'THENCE RIGHT 1.2 MILES TO THE THE INTERSECTION OF 10TH AND LINCOLN
 NE1088'STREETS TO THE STATION IN THE N.W. QUADRANT (LEFT) AS DESCRIBED.
 NE1088'
 NE1088'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPTARTMENT OF STATE
 NE1088'HIGHWAYS AND TRANSPORTION HORIZONTAL CONTROL MARK DISK STAMPED 77023
 NE1088'1978. THE SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1088'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.88 FEET
 NE1088'NORTH OF A 29 INCH MAPLE AND 76.35 FEET SOUTH OF A 12 INCH MAPLE AND
 NE1088'67.75 FEET SOUTH OF A CHISLED X ON THE WEST BOLT OF A FIRE HYDRANT AND
 NE1088'65.94 FEET SOUTH OF A 13 INCH LOCUST AND 46.3 FEET WEST OF THE CENTER
 NE1088'LINE OF 10TH STREET AND 37.6 FEET NORTH OF THE CENTERLINE OF LINCOLN
 NE1088'STREET .  THE UNDERGROUND MARK IS SET IN TOP OF AN IRREGULAR MASS OF
 NE1088'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1088
 NE1088                          STATION RECOVERY (1994)
 NE1088
 NE1088'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1088'RECOVERED IN GOOD CONDITION.
 NE1088
 NE1088                          STATION RECOVERY (1995)
 NE1088
 NE1088'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1088'MARK RECOVERED IN POOR CONDITION.
 NE1088
 NE1088                          STATION RECOVERY (1997)
 NE1088
 NE1088'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1088'RECOVERED IN GOOD CONDITION.
 NE1088
 NE1088                          STATION RECOVERY (2006)
 NE1088
 NE1088'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCC)
 NE1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1089 ***********************************************************************
 NE1089  DESIGNATION -  77024
 NE1089  PID         -  NE1089
 NE1089  STATE/COUNTY-  MI/ST CLAIR
 NE1089  COUNTRY     -  US
 NE1089  USGS QUAD   -  PORT HURON (2017)
 NE1089
 NE1089                         *CURRENT SURVEY CONTROL
 NE1089  ______________________________________________________________________
 NE1089* NAD 83(1994) POSITION- 42 59 48.53755(N) 082 26 04.22976(W)   ADJUSTED
 NE1089* NAVD 88 ORTHO HEIGHT -   182.2   (meters)      598.    (feet) VERTCON3
 NE1089  ______________________________________________________________________
 NE1089  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 NE1089  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 NE1089  HORZ ORDER      -  SECOND
 NE1089
 NE1089.The horizontal coordinates were established by classical geodetic methods
 NE1089.and adjusted by the National Geodetic Survey in February 1997.
 NE1089
 NE1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1089
 NE1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1089.GEOID18 height accuracy estimate available here.
 NE1089
 NE1089.Click photographs - Photos may exist for this station.
 NE1089
 NE1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1089
 NE1089. The following values were computed from the NAD 83(1994) position.
 NE1089
 NE1089;                    North         East     Units Scale Factor Converg.
 NE1089;SPC MI S     -   168,070.540 4,157,529.999   MT  0.99990878   +1 18 53.6
 NE1089;SPC MI S     -   551,412.53 13,640,190.29   iFT  0.99990878   +1 18 53.6
 NE1089;UTM  17      - 4,761,459.574   383,068.683   MT  0.99976820   -0 58 42.2
 NE1089
 NE1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1089!SPC MI S     -   0.99997690  x   0.99990878  =   0.99988569
 NE1089!UTM  17      -   0.99997690  x   0.99976820  =   0.99974511
 NE1089
 NE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8306861459(NAD 83)
 NE1089
 NE1089|---------------------------------------------------------------------|
 NE1089| PID    Reference Object                     Distance      Geod. Az  |
 NE1089|                                                           dddmmss.s |
 NE1089| NE1078 77015                               372.194 METERS 30106     |
 NE1089|---------------------------------------------------------------------|
 NE1089
 NE1089                          SUPERSEDED SURVEY CONTROL
 NE1089
 NE1089  NAD 83(1986)-  42 59 48.52306(N)    082 26 04.26241(W) AD(       ) 2
 NE1089  NAD 27      -  42 59 48.41683(N)    082 26 04.56359(W) AD(       ) 2
 NE1089  NGVD 29 (07/19/86)  182.3    (m)          598.     (f) VERT ANG       
 NE1089
 NE1089.Superseded values are not recommended for survey control.
 NE1089
 NE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1089.See file dsdata.pdf to determine how the superseded data were derived.
 NE1089
 NE1089_MARKER: DD = SURVEY DISK
 NE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1089_STAMPING: 77024 1978
 NE1089_MARK LOGO: MIDH
 NE1089_PROJECTION: FLUSH
 NE1089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1089+STABILITY: SURFACE MOTION
 NE1089
 NE1089  HISTORY     - Date     Condition        Report By
 NE1089  HISTORY     - 1978     MONUMENTED       MIDH
 NE1089  HISTORY     - 19940514 GOOD             USPSQD
 NE1089  HISTORY     - 19950928 GOOD             USPSQD
 NE1089  HISTORY     - 19970705 GOOD             USPSQD
 NE1089  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE1089
 NE1089                          STATION DESCRIPTION
 NE1089
 NE1089'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1089'THE STATION IS IN THE CITY OF PORT HURON AT THE INTERSECTION OF 10TH
 NE1089'AND MANSFIELD STREETS ON CITY ROW IN ST CLAIR COUNTY, FORT GRATIOT
 NE1089'TOWNSHIP T6N-R17E IN THE S.E. QUARTER OF SECTION 34.
 NE1089'
 NE1089'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1089'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD STREETS THENCE
 NE1089'RIGHT 0.4 MILES TO THE INTERSECTION OF 10TH AND GRISWOLD STREETS
 NE1089'THENCE RIGHT 2.1 MILES TO THE INTERSECTION OF 10TH AND MANSFIELD
 NE1089'STREETS TO THE STATION IN THE NW QUADRANT (LEFT) AS DESCRIBED.
 NE1089'
 NE1089'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1089'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77024
 NE1089'1978. THE SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1089'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 96.64 FEET SOUTH
 NE1089'OF A 14 INCH BOX ELDER AND 77.87 FEET NORTH OF A 9 INCH OAK AND 64.71
 NE1089'FEET NORTH OF A CHISLED X ON THE N.W BOLT OF A FIRE HYDRANT AND 55.21
 NE1089'FEET SOUTH OF A POWER POLE AND 38.5 FEET WEST OF THE CENTERLINE OF 10
 NE1089'TH STREET AND 31.0 FEET NORTH OF THE CENTERLINE OF MANSFIELD STREET.
 NE1089'THE UNDERGROUND MARK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 NE1089'48 INCHES BELOW THE GROUND SURFACE.
 NE1089
 NE1089                          STATION RECOVERY (1994)
 NE1089
 NE1089'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1089'RECOVERED IN GOOD CONDITION.
 NE1089
 NE1089                          STATION RECOVERY (1995)
 NE1089
 NE1089'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1089'RECOVERED IN GOOD CONDITION.
 NE1089
 NE1089                          STATION RECOVERY (1997)
 NE1089
 NE1089'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1089'RECOVERED IN GOOD CONDITION.
 NE1089
 NE1089                          STATION RECOVERY (2003)
 NE1089
 NE1089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE1089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3072 ***********************************************************************
 AB3072  DESIGNATION -  77200
 AB3072  PID         -  AB3072
 AB3072  STATE/COUNTY-  MI/ST CLAIR
 AB3072  COUNTRY     -  US
 AB3072  USGS QUAD   -  SMITHS CREEK (2017)
 AB3072
 AB3072                         *CURRENT SURVEY CONTROL
 AB3072  ______________________________________________________________________
 AB3072* NAD 83(2011) POSITION- 42 54 27.78065(N) 082 30 18.91774(W)   ADJUSTED
 AB3072* NAD 83(2011) ELLIP HT-   164.714 (meters)        (06/27/12)   ADJUSTED
 AB3072* NAD 83(2011) EPOCH   -  2010.00
 AB3072* NAVD 88 ORTHO HEIGHT -   199.64  (meters)      655.0   (feet) LEVELING
 AB3072  ______________________________________________________________________
 AB3072  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 AB3072  NAD 83(2011) X  -    610,314.370 (meters)                     COMP
 AB3072  NAD 83(2011) Y  - -4,639,085.687 (meters)                     COMP
 AB3072  NAD 83(2011) Z  -  4,320,110.504 (meters)                     COMP
 AB3072  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 AB3072  VERT ORDER      -  THIRD ?
 AB3072
 AB3072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3072  Standards:
 AB3072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3072  -------------------------------------------------------------------
 AB3072  NETWORK    0.45   0.80           0.20   0.16   0.41      0.04207381
 AB3072  -------------------------------------------------------------------
 AB3072  Click here for local accuracies and other accuracy information.
 AB3072
 AB3072.The horizontal coordinates were established by GPS observations
 AB3072.and adjusted by the National Geodetic Survey in June 2012.
 AB3072
 AB3072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3072.been affixed to the stable North American tectonic plate. See 
 AB3072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3072
 AB3072.The horizontal coordinates are valid at the epoch date displayed above
 AB3072.which is a decimal equivalence of Year/Month/Day.
 AB3072
 AB3072.The orthometric height was determined by differential leveling.
 AB3072.The vertical network tie was performed by a horz. field party for horz.
 AB3072.obs reductions. Reset procedures were used to establish the elevation.
 AB3072
 AB3072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3072.GEOID18 height accuracy estimate available here.
 AB3072
 AB3072.Click photographs - Photos may exist for this station.
 AB3072
 AB3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3072
 AB3072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3072
 AB3072.The ellipsoidal height was determined by GPS observations
 AB3072.and is referenced to NAD 83.
 AB3072
 AB3072. The following values were computed from the NAD 83(2011) position.
 AB3072
 AB3072;                    North         East     Units Scale Factor Converg.
 AB3072;SPC MI S     -   158,045.740 4,151,981.740   MT  0.99990696   +1 16 00.3
 AB3072;SPC MI S     -   518,522.77 13,621,987.34   iFT  0.99990696   +1 16 00.3
 AB3072;UTM  17      - 4,751,666.014   377,124.641   MT  0.99978574   -1 01 29.8
 AB3072
 AB3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3072!SPC MI S     -   0.99997417  x   0.99990696  =   0.99988113
 AB3072!UTM  17      -   0.99997417  x   0.99978574  =   0.99975991
 AB3072
 AB3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7712451666(NAD 83)
 AB3072
 AB3072                          SUPERSEDED SURVEY CONTROL
 AB3072
 AB3072  NAD 83(2007)-  42 54 27.78065(N)    082 30 18.92023(W) AD(2002.00) 0
 AB3072  ELLIP H (02/10/07)  164.711  (m)                       GP(2002.00)    
 AB3072  ELLIP H (07/12/02)  164.767  (m)                       GP(       ) 4 1
 AB3072  NAD 83(1994)-  42 54 27.78090(N)    082 30 18.91885(W) AD(       ) 1
 AB3072  ELLIP H (02/03/97)  164.762  (m)                       GP(       ) 4 1
 AB3072  NAD 83(1994)-  42 54 27.78092(N)    082 30 18.91871(W) AD(       ) 1
 AB3072  ELLIP H (05/02/96)  164.761  (m)                       GP(       ) 1 1
 AB3072
 AB3072.Superseded values are not recommended for survey control.
 AB3072
 AB3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3072.See file dsdata.pdf to determine how the superseded data were derived.
 AB3072
 AB3072_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3072_STAMPING: 77200 1994
 AB3072_MARK LOGO: MIDT
 AB3072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3072+STABILITY: SURFACE MOTION
 AB3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3072+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3072
 AB3072  HISTORY     - Date     Condition        Report By
 AB3072  HISTORY     - 1994     MONUMENTED       MIDT
 AB3072  HISTORY     - 19990703 GOOD             USPSQD
 AB3072
 AB3072                          STATION DESCRIPTION
 AB3072
 AB3072'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3072'STATION IS LOCATED IN QUAD 420824 ON THE SMITHS CREEK QUADRANGLE MAP.
 AB3072'IT IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-6-N, R-16-E, KIMBALL
 AB3072'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTH OF ST CLAIR, 5.0 MI (8.0 KM)
 AB3072'SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY.  STATION IS AT
 AB3072'MARYSVILLE, BETWEEN THE EAST AND WEST BOUND LANES OF INTERSTATE
 AB3072'HIGHWAY 94 (ACTUALLY RUNNING NORTH AND SOUTH AT THIS LOCATION) AT
 AB3072'STATE HIGHWAY M-25 INTERCHANGE, NORTH OF THE NORTH BRIDGE RETAINING
 AB3072'WALL AS DESCRIBED.  STATION IS 44.7 FT (13.6 M) NORTHEAST FROM THE
 AB3072'SOUTHWESTERLY END GUARD RAIL POST AT RETAINING WALL, 24.0 FT (7.3 M)
 AB3072'WEST FROM THE WESTERLY EDGE INTERSTATE HIGHWAY 94 EASTBOUND, 19.2 FT
 AB3072'(5.9 M) NORTHWEST FROM THE NORTHWEST CORNER POST OF BRIDGE RAILING
 AB3072'(PARAPET POST) FOR INTERSTATE HIGHWAY 94 EASTBOUND, 17.0 FT (5.2 M)
 AB3072'NORTH FROM THE NORTHERLY FACE OF RETAINING WALL BETWEEN BRIDGES OF
 AB3072'INTERSTATE HIGHWAY 94 EASTBOUND AND WESTBOUND LANES AND 3.0 FT (0.9 M)
 AB3072'NORTH FROM A CARSONITE WITNESS POST.
 AB3072
 AB3072                          STATION RECOVERY (1999)
 AB3072
 AB3072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3073 ***********************************************************************
 AB3073  DESIGNATION -  77201
 AB3073  PID         -  AB3073
 AB3073  STATE/COUNTY-  MI/ST CLAIR
 AB3073  COUNTRY     -  US
 AB3073  USGS QUAD   -  SMITHS CREEK (2017)
 AB3073
 AB3073                         *CURRENT SURVEY CONTROL
 AB3073  ______________________________________________________________________
 AB3073* NAD 83(2011) POSITION- 42 55 15.44439(N) 082 30 20.64031(W)   ADJUSTED
 AB3073* NAD 83(2011) ELLIP HT-   159.482 (meters)        (06/27/12)   ADJUSTED
 AB3073* NAD 83(2011) EPOCH   -  2010.00
 AB3073* NAVD 88 ORTHO HEIGHT -   194.41  (meters)      637.8   (feet) LEVELING
 AB3073  ______________________________________________________________________
 AB3073  GEOID HEIGHT    -        -34.915 (meters)                     GEOID18
 AB3073  NAD 83(2011) X  -    610,144.503 (meters)                     COMP
 AB3073  NAD 83(2011) Y  - -4,638,094.015 (meters)                     COMP
 AB3073  NAD 83(2011) Z  -  4,321,184.170 (meters)                     COMP
 AB3073  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 AB3073  VERT ORDER      -  THIRD ?
 AB3073
 AB3073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3073  Standards:
 AB3073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3073  -------------------------------------------------------------------
 AB3073  NETWORK    0.45   0.80           0.20   0.16   0.41      0.02637725
 AB3073  -------------------------------------------------------------------
 AB3073  Click here for local accuracies and other accuracy information.
 AB3073
 AB3073.The horizontal coordinates were established by GPS observations
 AB3073.and adjusted by the National Geodetic Survey in June 2012.
 AB3073
 AB3073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3073.been affixed to the stable North American tectonic plate. See 
 AB3073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3073
 AB3073.The horizontal coordinates are valid at the epoch date displayed above
 AB3073.which is a decimal equivalence of Year/Month/Day.
 AB3073
 AB3073.The orthometric height was determined by differential leveling.
 AB3073.The vertical network tie was performed by a horz. field party for horz.
 AB3073.obs reductions. Reset procedures were used to establish the elevation.
 AB3073
 AB3073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3073.GEOID18 height accuracy estimate available here.
 AB3073
 AB3073.Click photographs - Photos may exist for this station.
 AB3073
 AB3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3073
 AB3073.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3073
 AB3073.The ellipsoidal height was determined by GPS observations
 AB3073.and is referenced to NAD 83.
 AB3073
 AB3073. The following values were computed from the NAD 83(2011) position.
 AB3073
 AB3073;                    North         East     Units Scale Factor Converg.
 AB3073;SPC MI S     -   159,515.219 4,151,910.174   MT  0.99990707   +1 15 59.1
 AB3073;SPC MI S     -   523,343.89 13,621,752.54   iFT  0.99990707   +1 15 59.1
 AB3073;UTM  17      - 4,753,137.000   377,111.897   MT  0.99978578   -1 01 31.9
 AB3073
 AB3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3073!SPC MI S     -   0.99997499  x   0.99990707  =   0.99988206
 AB3073!UTM  17      -   0.99997499  x   0.99978578  =   0.99976078
 AB3073
 AB3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7711153136(NAD 83)
 AB3073
 AB3073                          SUPERSEDED SURVEY CONTROL
 AB3073
 AB3073  NAD 83(2007)-  42 55 15.44443(N)    082 30 20.64259(W) AD(2002.00) 0
 AB3073  ELLIP H (02/10/07)  159.481  (m)                       GP(2002.00)    
 AB3073  ELLIP H (07/12/02)  159.532  (m)                       GP(       ) 4 1
 AB3073  NAD 83(1994)-  42 55 15.44452(N)    082 30 20.64137(W) AD(       ) 1
 AB3073  NAD 83(1994)-  42 55 15.44454(N)    082 30 20.64123(W) AD(       ) 1
 AB3073  ELLIP H (05/02/96)  159.534  (m)                       GP(       ) 1 1
 AB3073
 AB3073.Superseded values are not recommended for survey control.
 AB3073
 AB3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3073.See file dsdata.pdf to determine how the superseded data were derived.
 AB3073
 AB3073_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3073_STAMPING: 77201 1994
 AB3073_MARK LOGO: MIDT
 AB3073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3073+STABILITY: SURFACE MOTION
 AB3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3073+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3073
 AB3073  HISTORY     - Date     Condition        Report By
 AB3073  HISTORY     - 1994     MONUMENTED       MIDT
 AB3073  HISTORY     - 19990216 POOR             LOCENG
 AB3073  HISTORY     - 19990703 GOOD             USPSQD
 AB3073
 AB3073                          STATION DESCRIPTION
 AB3073
 AB3073'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3073'STATION IS LOCATED IN QUAD 420824 ON THE SMITHS CREEK QUADRANGLE MAP.
 AB3073'IT IS IN THE SOUTHEAST 1/4 OF SECTION 25, T-6-N, R-16-E, KIMBALL
 AB3073'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) NORTH OF ST CLAIR, 5.0 MI (8.0 KM)
 AB3073'SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM
 AB3073'THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY M-25
 AB3073'(GRATIOT ROAD) , GO NORTH ALONG INTERSTATE HIGHWAY 94 EASTBOUND FOR
 AB3073'1.0 MI (1.6 KM) JUST BEYOND THE SMITHS CREEK ROAD OVERPASS TO THE
 AB3073'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 25.7 FT (7.8 M)
 AB3073'NORTHEAST FROM INTERSECTION OF CONCRETE JOINT AND BITUMINOUS SHOULDER
 AB3073'INTERSTATE HIGHWAY 94 EASTBOUND ROADWAY, 22.9 FT (7.0 M) SOUTHEAST
 AB3073'FROM INTERSECTION OF ANOTHER CONCRETE JOINT AND BITUMINOUS SHOULDER
 AB3073'INTERSTATE HIGHWAY 94 EASTBOUND ROADWAY, 19.5 EAST FROM THE EASTERLY
 AB3073'EDGE CONCRETE PAVEMENT INTERSTATE HIGHWAY 94 EASTBOUND, 13.0 FT (4.0
 AB3073'M) SOUTH FROM THE CENTER OF A 15-INCH CULVERT, AND 3.0 FT (0.9 M)
 AB3073'NORTH FROM A CARSONITE WITNESS POST.
 AB3073
 AB3073                          STATION RECOVERY (1999)
 AB3073
 AB3073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (JDL)
 AB3073'MONUMENT IS LEANING TO THE NORTHWEST BUT SEEMS TO BE FAIRLY STABLE.
 AB3073'OUR GPS OBSERVATIONS (TWICE OVER A TWO YEAR PERIOD) INDICATE MONUMENT
 AB3073'IS NOW ABOUT 14 CM NORTH AND 8 CM WEST OF THE PUBLISHED NAD83(94)
 AB3073'POSITION. ELEVATION APPEARS TO BE WITHIN A FEW CM OF THE PUBLISHED
 AB3073'3RD-ORDER NAVD88 VALUE.
 AB3073
 AB3073                          STATION RECOVERY (1999)
 AB3073
 AB3073'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3074 ***********************************************************************
 AB3074  DESIGNATION -  77202
 AB3074  PID         -  AB3074
 AB3074  STATE/COUNTY-  MI/ST CLAIR
 AB3074  COUNTRY     -  US
 AB3074  USGS QUAD   -  PORT HURON (2017)
 AB3074
 AB3074                         *CURRENT SURVEY CONTROL
 AB3074  ______________________________________________________________________
 AB3074* NAD 83(2011) POSITION- 42 55 41.30710(N) 082 27 37.74905(W)   ADJUSTED
 AB3074* NAD 83(2011) ELLIP HT-   147.609 (meters)        (06/27/12)   ADJUSTED
 AB3074* NAD 83(2011) EPOCH   -  2010.00
 AB3074* NAVD 88 ORTHO HEIGHT -   182.545 (meters)      598.90  (feet) ADJUSTED
 AB3074  ______________________________________________________________________
 AB3074  GEOID HEIGHT    -        -34.929 (meters)                     GEOID18
 AB3074  NAD 83(2011) X  -    613,734.645 (meters)                     COMP
 AB3074  NAD 83(2011) Y  - -4,637,063.266 (meters)                     COMP
 AB3074  NAD 83(2011) Z  -  4,321,760.500 (meters)                     COMP
 AB3074  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 AB3074  DYNAMIC HEIGHT  -        182.498 (meters)      598.75  (feet) COMP
 AB3074  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 AB3074
 AB3074  VERT ORDER      -  SECOND    CLASS I
 AB3074
 AB3074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3074  Standards:
 AB3074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3074  -------------------------------------------------------------------
 AB3074  NETWORK    0.22   0.39           0.10   0.08   0.20     -0.01317245
 AB3074  -------------------------------------------------------------------
 AB3074  Click here for local accuracies and other accuracy information.
 AB3074
 AB3074.The horizontal coordinates were established by GPS observations
 AB3074.and adjusted by the National Geodetic Survey in June 2012.
 AB3074
 AB3074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3074.been affixed to the stable North American tectonic plate. See 
 AB3074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3074
 AB3074.The horizontal coordinates are valid at the epoch date displayed above
 AB3074.which is a decimal equivalence of Year/Month/Day.
 AB3074
 AB3074.The orthometric height was determined by differential leveling and
 AB3074.adjusted by the NATIONAL GEODETIC SURVEY
 AB3074.in July 2007.
 AB3074
 AB3074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3074.GEOID18 height accuracy estimate available here.
 AB3074
 AB3074.Click photographs - Photos may exist for this station.
 AB3074
 AB3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3074
 AB3074.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3074
 AB3074.The ellipsoidal height was determined by GPS observations
 AB3074.and is referenced to NAD 83.
 AB3074
 AB3074.The dynamic height is computed by dividing the NAVD 88
 AB3074.geopotential number by the normal gravity value computed on the
 AB3074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3074.degrees latitude (g = 980.6199 gals.).
 AB3074
 AB3074.The modeled gravity was interpolated from observed gravity values.
 AB3074
 AB3074. The following values were computed from the NAD 83(2011) position.
 AB3074
 AB3074;                    North         East     Units Scale Factor Converg.
 AB3074;SPC MI S     -   160,395.662 4,155,585.097   MT  0.99990716   +1 17 50.0
 AB3074;SPC MI S     -   526,232.49 13,633,809.37   iFT  0.99990716   +1 17 50.0
 AB3074;UTM  17      - 4,753,869.678   380,818.620   MT  0.99977474   -0 59 41.4
 AB3074
 AB3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3074!SPC MI S     -   0.99997685  x   0.99990716  =   0.99988401
 AB3074!UTM  17      -   0.99997685  x   0.99977474  =   0.99975160
 AB3074
 AB3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8081853869(NAD 83)
 AB3074
 AB3074                          SUPERSEDED SURVEY CONTROL
 AB3074
 AB3074  NAD 83(2007)-  42 55 41.30718(N)    082 27 37.74991(W) AD(2002.00) 1
 AB3074  ELLIP H (06/10/07)  147.626  (m)                       GP(2002.00) 4 1
 AB3074  NAD 83(2007)-  42 55 41.30713(N)    082 27 37.75176(W) AD(2002.00) 0
 AB3074  ELLIP H (02/10/07)  147.606  (m)                       GP(2002.00)    
 AB3074  ELLIP H (07/12/02)  147.659  (m)                       GP(       ) 4 1
 AB3074  NAD 83(1994)-  42 55 41.30738(N)    082 27 37.75047(W) AD(       ) 1
 AB3074  ELLIP H (02/03/97)  147.653  (m)                       GP(       ) 4 1
 AB3074  NAD 83(1994)-  42 55 41.30740(N)    082 27 37.75035(W) AD(       ) 1
 AB3074  ELLIP H (05/02/96)  147.652  (m)                       GP(       ) 1 1
 AB3074  NAVD 88             182.55   (m)          598.9    (f) LEVELING    3  
 AB3074  NAVD 88             182.54   (m)          598.9    (f) LEVELING    3  
 AB3074
 AB3074.Superseded values are not recommended for survey control.
 AB3074
 AB3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3074.See file dsdata.pdf to determine how the superseded data were derived.
 AB3074
 AB3074_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3074_STAMPING: 77202 1994
 AB3074_MARK LOGO: MIDT
 AB3074_PROJECTION: FLUSH
 AB3074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3074+STABILITY: SURFACE MOTION
 AB3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3074+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2009
 AB3074
 AB3074  HISTORY     - Date     Condition        Report By
 AB3074  HISTORY     - 1994     MONUMENTED       MIDT
 AB3074  HISTORY     - 20060418 GOOD             MIDT
 AB3074  HISTORY     - 20081003 GOOD             MIDT
 AB3074  HISTORY     - 20091208 GOOD             SPALD
 AB3074
 AB3074                          STATION DESCRIPTION
 AB3074
 AB3074'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3074'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 AB3074'IS IN THE SOUTHEAST 1/4 OF SECTION 29, T-6-N, R-17-E, PORT HURON
 AB3074'TOWNSHIP, NEAR THE NORTHERN CITY LIMITS OF MARYSVILLE.  ABOUT 3.5 MI
 AB3074'(5.6 KM) SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY AT A
 AB3074'RAILROAD CROSSING.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS
 AB3074'M-29 AND M-25 WITH BUSINESS INTERSTATE HIGHWAY 94 IN MARYSVILLE, GO
 AB3074'NORTH ALONG BUSINESS INTERSTATE HIGHWAY 94 AND HIGHWAY M-25 FOR 0.1 MI
 AB3074'(0.2 KM) TO STATION ON THE LEFT IN THE MEDIAN OF THE ROADWAY, JUST
 AB3074'NORTH OF THE RAILROAD CROSSING.  STATION IS 35.3 FT (10.8 M) WEST FROM
 AB3074'BACK OF CURB OF BUSINESS INTERSTATE HIGHWAY 94 EASTBOUND, 25.5 FT (7.8
 AB3074'M) EAST FROM THE EASTERLY RAIL OF THE PORT HURON AND DETROIT RAILROAD,
 AB3074'22.9 FT (7.0 M) NORTHWEST FROM THE WESTERLY EDGE OF A CONCRETE
 AB3074'SIDEWALK, 22.8 FT (6.9 M) SOUTHEAST FROM CENTER OF A DETROIT EDISON
 AB3074'MANHOLE, AND 3.0 FT (0.9 M) NORTHEAST FROM A CARSONITE WITNESS POST.
 AB3074
 AB3074                          STATION RECOVERY (2006)
 AB3074
 AB3074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AB3074'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  7.41 METERS
 AB3074'(24.3 FEET) WEST OF THE BACK OF A CURB OF THE EASTBOUND LANES OF
 AB3074'INTERSTATE HIGHWAY 94, 4.88 METERS (16.0 FEET) WEST OF THE WEST EDGE
 AB3074'OF A CART PATH, AND 0.91 METERS (3.0 FEET) NORTHEAST OF A METAL
 AB3074'WITNESS POST.
 AB3074
 AB3074                          STATION RECOVERY (2008)
 AB3074
 AB3074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (AWS)
 AB3074'RECOVERED AS DESCRIBED.
 AB3074
 AB3074                          STATION RECOVERY (2009)
 AB3074
 AB3074'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2009 (CWB)
 AB3074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3075 ***********************************************************************
 AB3075  DESIGNATION -  77203
 AB3075  PID         -  AB3075
 AB3075  STATE/COUNTY-  MI/ST CLAIR
 AB3075  COUNTRY     -  US
 AB3075  USGS QUAD   -  PORT HURON (2017)
 AB3075
 AB3075                         *CURRENT SURVEY CONTROL
 AB3075  ______________________________________________________________________
 AB3075* NAD 83(2011) POSITION- 42 56 30.77157(N) 082 27 40.94155(W)   ADJUSTED
 AB3075* NAD 83(2011) ELLIP HT-   150.905 (meters)        (06/27/12)   ADJUSTED
 AB3075* NAD 83(2011) EPOCH   -  2010.00
 AB3075* NAVD 88 ORTHO HEIGHT -   185.82  (meters)      609.6   (feet) LEVELING
 AB3075  ______________________________________________________________________
 AB3075  GEOID HEIGHT    -        -34.918 (meters)                     GEOID18
 AB3075  NAD 83(2011) X  -    613,526.779 (meters)                     COMP
 AB3075  NAD 83(2011) Y  - -4,636,044.377 (meters)                     COMP
 AB3075  NAD 83(2011) Z  -  4,322,880.298 (meters)                     COMP
 AB3075  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AB3075  VERT ORDER      -  THIRD ?
 AB3075
 AB3075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3075  Standards:
 AB3075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3075  -------------------------------------------------------------------
 AB3075  NETWORK    0.58   1.10           0.26   0.21   0.56     -0.01117546
 AB3075  -------------------------------------------------------------------
 AB3075  Click here for local accuracies and other accuracy information.
 AB3075
 AB3075.The horizontal coordinates were established by GPS observations
 AB3075.and adjusted by the National Geodetic Survey in June 2012.
 AB3075
 AB3075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3075.been affixed to the stable North American tectonic plate. See 
 AB3075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3075
 AB3075.The horizontal coordinates are valid at the epoch date displayed above
 AB3075.which is a decimal equivalence of Year/Month/Day.
 AB3075
 AB3075.The orthometric height was determined by differential leveling.
 AB3075.The vertical network tie was performed by a horz. field party for horz.
 AB3075.obs reductions. Reset procedures were used to establish the elevation.
 AB3075
 AB3075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3075.GEOID18 height accuracy estimate available here.
 AB3075
 AB3075.Click photographs - Photos may exist for this station.
 AB3075
 AB3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3075
 AB3075.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3075
 AB3075.The ellipsoidal height was determined by GPS observations
 AB3075.and is referenced to NAD 83.
 AB3075
 AB3075. The following values were computed from the NAD 83(2011) position.
 AB3075
 AB3075;                    North         East     Units Scale Factor Converg.
 AB3075;SPC MI S     -   161,919.903 4,155,478.190   MT  0.99990737   +1 17 47.8
 AB3075;SPC MI S     -   531,233.28 13,633,458.63   iFT  0.99990737   +1 17 47.8
 AB3075;UTM  17      - 4,755,396.773   380,772.767   MT  0.99977488   -0 59 44.5
 AB3075
 AB3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3075!SPC MI S     -   0.99997633  x   0.99990737  =   0.99988371
 AB3075!UTM  17      -   0.99997633  x   0.99977488  =   0.99975122
 AB3075
 AB3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8077255396(NAD 83)
 AB3075
 AB3075                          SUPERSEDED SURVEY CONTROL
 AB3075
 AB3075  NAD 83(2007)-  42 56 30.77157(N)    082 27 40.94407(W) AD(2002.00) 0
 AB3075  ELLIP H (02/10/07)  150.902  (m)                       GP(2002.00)    
 AB3075  ELLIP H (07/12/02)  150.957  (m)                       GP(       ) 4 1
 AB3075  NAD 83(1994)-  42 56 30.77182(N)    082 27 40.94270(W) AD(       ) 1
 AB3075  ELLIP H (02/03/97)  150.951  (m)                       GP(       ) 4 1
 AB3075  NAD 83(1994)-  42 56 30.77184(N)    082 27 40.94257(W) AD(       ) 1
 AB3075  ELLIP H (05/02/96)  150.950  (m)                       GP(       ) 1 1
 AB3075
 AB3075.Superseded values are not recommended for survey control.
 AB3075
 AB3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3075.See file dsdata.pdf to determine how the superseded data were derived.
 AB3075
 AB3075_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3075_STAMPING: 77302 1994
 AB3075_MARK LOGO: MIDT
 AB3075_PROJECTION: FLUSH
 AB3075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3075+STABILITY: SURFACE MOTION
 AB3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3075+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2022
 AB3075
 AB3075  HISTORY     - Date     Condition        Report By
 AB3075  HISTORY     - 1994     MONUMENTED       MIDT
 AB3075  HISTORY     - 20220505 GOOD             MCA
 AB3075
 AB3075                          STATION DESCRIPTION
 AB3075
 AB3075'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3075'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 AB3075'IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-6-N, R-17-E, PORT HURON
 AB3075'TOWNSHIP, IN THE VILLAGE OF SOUTH PARK.  ABOUT 2.0 MI (3.2 KM)
 AB3075'SOUTHWEST OF PORT HURON, 1.5 MI (2.4 KM) NORTHEAST OF MARYSVILLE, AND
 AB3075'WITHIN THE RIGHT-OF-WAY OF 32ND STREET.  TO REACH FROM THE
 AB3075'INTERSECTION OF STATE HIGHWAYS M-29 AND M-25 WITH BUSINESS INTERSTATE
 AB3075'HIGHWAY 94 AT MARYSVILLE, GO NORTH ALONG BUSINESS INTERSTATE HIGHWAY
 AB3075'94 AND HIGHWAY M-25 FOR 0.85 MI (1.37 KM) TO A ROAD ON LEFT,
 AB3075'RAVENSWOOD ROAD.  TURN LEFT AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AB3075'T-INTERSECTION ON THE RIGHT, 32ND STREET JUST BEFORE HIGH TENSION
 AB3075'POWER LINES AND IMMEDIATELY AFTER RAILROAD CROSSING.  TURN RIGHT AND
 AB3075'GO NORTH ALONG 32ND STREET FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AB3075'LEFT.  STATION IS 61.6 FT (18.8 M) NORTHEAST FROM A 20-INCH OAK, 53.5
 AB3075'FT (16.3 M) NORTH FROM A UTILITY POLE, 34.9 FT (10.6 M) EAST FROM THE
 AB3075'EAST RAIL OF THE PORT HURON AND DETROIT RAILROAD, 32.3 FT (9.8 M)
 AB3075'SOUTH FROM A UTILITY POLE, AND 3.0 FT (0.9 M) NORTH FROM A CARSONITE
 AB3075'WITNESS POST.
 AB3075
 AB3075                          STATION RECOVERY (2022)
 AB3075
 AB3075'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 AB3075'THE MARK IS 32 FT (9.8 M) SOUTH OF A WOOD UTILITY POLE, 8.7 FT (2.7 M)
 AB3075'SOUTH OF A UTILITY POLE, 3 FT (0.9 M) WEST OF THE WEST BACK OF CURB
 AB3075'AND 1.5 FT (0.5 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6336 ***********************************************************************
 DI6336  DESIGNATION -  77600
 DI6336  PID         -  DI6336
 DI6336  STATE/COUNTY-  MI/ST CLAIR
 DI6336  COUNTRY     -  US
 DI6336  USGS QUAD   -  JEDDO (2017)
 DI6336
 DI6336                         *CURRENT SURVEY CONTROL
 DI6336  ______________________________________________________________________
 DI6336* NAD 83(1986) POSITION- 43 09 13.     (N) 082 32 02.     (W)   SCALED
 DI6336* NAVD 88 ORTHO HEIGHT -   194.500 (meters)      638.12  (feet) ADJUSTED
 DI6336  ______________________________________________________________________
 DI6336  GEOID HEIGHT    -        -34.734 (meters)                     GEOID18
 DI6336  DYNAMIC HEIGHT  -        194.456 (meters)      637.98  (feet) COMP
 DI6336  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 DI6336
 DI6336  VERT ORDER      -  SECOND    CLASS I
 DI6336
 DI6336.The horizontal coordinates were scaled from a map and have
 DI6336.an estimated accuracy of +/- 6 seconds.
 DI6336
 DI6336.The orthometric height was determined by differential leveling and
 DI6336.adjusted by the NATIONAL GEODETIC SURVEY
 DI6336.in July 2007.
 DI6336
 DI6336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6336.GEOID18 height accuracy estimate available here.
 DI6336
 DI6336.Click photographs - Photos may exist for this station.
 DI6336
 DI6336.The dynamic height is computed by dividing the NAVD 88
 DI6336.geopotential number by the normal gravity value computed on the
 DI6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6336.degrees latitude (g = 980.6199 gals.).
 DI6336
 DI6336.The modeled gravity was interpolated from observed gravity values.
 DI6336
 DI6336;                    North         East    Units  Estimated Accuracy
 DI6336;SPC MI S     -   185,300.    4,149,050.      MT  (+/- 180 meters Scaled)
 DI6336
 DI6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH752790(NAD 83)
 DI6336
 DI6336                          SUPERSEDED SURVEY CONTROL
 DI6336
 DI6336.No superseded survey control is available for this station.
 DI6336
 DI6336_MARKER: DD = SURVEY DISK
 DI6336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6336_STAMPING: 77600 2006
 DI6336_MARK LOGO: MIDT
 DI6336_PROJECTION: FLUSH
 DI6336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6336+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 DI6336
 DI6336  HISTORY     - Date     Condition        Report By
 DI6336  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6336  HISTORY     - 20130107 GOOD             ROWEIN
 DI6336
 DI6336                          STATION DESCRIPTION
 DI6336
 DI6336'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6336'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) EAST OF JEDDO, 6.7
 DI6336'MILES (10.78 KILOMETERS) NORTH OF NORTH STREET, AND 7.6 MILES (12.23
 DI6336'KILOMETERS) NORTH OF GARDENDALE, LOCATED ON THE NORTH SIDE OF JEDDO
 DI6336'ROAD AND BETWEEN BABCOCK ROAD AND STATE ROAD.
 DI6336'
 DI6336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6336'DRIVE) WITH JEDDO ROAD, GO WEST ON JEDDO ROAD FOR 1.5 MILES (2.41
 DI6336'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6336'
 DI6336'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6336'DISK STAMPED 77600 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6336'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 11.28 METERS
 DI6336'(37.0 FEET) WEST OF A RIGHT-OF-WAY MARKER, 9.30 METERS (30.5 FEET)
 DI6336'NORTH OF THE CENTERLINE OF JEDDO ROAD, AND 0.99 METERS (3.2 FEET)
 DI6336'SOUTH OF A CARSONITE WITNESS POST.
 DI6336
 DI6336                          STATION RECOVERY (2013)
 DI6336
 DI6336'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6337 ***********************************************************************
 DI6337  DESIGNATION -  77601
 DI6337  PID         -  DI6337
 DI6337  STATE/COUNTY-  MI/ST CLAIR
 DI6337  COUNTRY     -  US
 DI6337  USGS QUAD   -  JEDDO (2017)
 DI6337
 DI6337                         *CURRENT SURVEY CONTROL
 DI6337  ______________________________________________________________________
 DI6337* NAD 83(2011) POSITION- 43 09 19.18980(N) 082 33 49.47854(W)   ADJUSTED
 DI6337* NAD 83(2011) ELLIP HT-   177.526 (meters)        (06/27/12)   ADJUSTED
 DI6337* NAD 83(2011) EPOCH   -  2010.00
 DI6337* NAVD 88 ORTHO HEIGHT -   212.211 (meters)      696.23  (feet) ADJUSTED
 DI6337  ______________________________________________________________________
 DI6337  GEOID HEIGHT    -        -34.683 (meters)                     GEOID18
 DI6337  NAD 83(2011) X  -    603,150.013 (meters)                     COMP
 DI6337  NAD 83(2011) Y  - -4,621,101.341 (meters)                     COMP
 DI6337  NAD 83(2011) Z  -  4,340,227.692 (meters)                     COMP
 DI6337  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 DI6337  DYNAMIC HEIGHT  -        212.164 (meters)      696.07  (feet) COMP
 DI6337  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 DI6337
 DI6337  VERT ORDER      -  SECOND    CLASS I
 DI6337
 DI6337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6337  Standards:
 DI6337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6337  -------------------------------------------------------------------
 DI6337  NETWORK    0.40   0.59           0.18   0.14   0.30     -0.15810088
 DI6337  -------------------------------------------------------------------
 DI6337  Click here for local accuracies and other accuracy information.
 DI6337
 DI6337.The horizontal coordinates were established by GPS observations
 DI6337.and adjusted by the National Geodetic Survey in June 2012.
 DI6337
 DI6337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6337.been affixed to the stable North American tectonic plate. See 
 DI6337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6337
 DI6337.The horizontal coordinates are valid at the epoch date displayed above
 DI6337.which is a decimal equivalence of Year/Month/Day.
 DI6337
 DI6337.The orthometric height was determined by differential leveling and
 DI6337.adjusted by the NATIONAL GEODETIC SURVEY
 DI6337.in July 2007.
 DI6337
 DI6337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6337.GEOID18 height accuracy estimate available here.
 DI6337
 DI6337.Click photographs - Photos may exist for this station.
 DI6337
 DI6337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6337
 DI6337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6337
 DI6337.The ellipsoidal height was determined by GPS observations
 DI6337.and is referenced to NAD 83.
 DI6337
 DI6337.The dynamic height is computed by dividing the NAVD 88
 DI6337.geopotential number by the normal gravity value computed on the
 DI6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6337.degrees latitude (g = 980.6199 gals.).
 DI6337
 DI6337.The modeled gravity was interpolated from observed gravity values.
 DI6337
 DI6337. The following values were computed from the NAD 83(2011) position.
 DI6337
 DI6337;                    North         East     Units Scale Factor Converg.
 DI6337;SPC MI S     -   185,441.290 4,146,617.957   MT  0.99991798   +1 13 37.0
 DI6337;SPC MI S     -   608,403.18 13,604,389.62   iFT  0.99991798   +1 13 37.0
 DI6337;UTM  17      - 4,779,251.042   372,862.295   MT  0.99979884   -1 04 11.0
 DI6337
 DI6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6337!SPC MI S     -   0.99997216  x   0.99991798  =   0.99989014
 DI6337!UTM  17      -   0.99997216  x   0.99979884  =   0.99977101
 DI6337
 DI6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7286279251(NAD 83)
 DI6337
 DI6337                          SUPERSEDED SURVEY CONTROL
 DI6337
 DI6337  NAD 83(2007)-  43 09 19.18977(N)    082 33 49.47952(W) AD(2002.00) 1
 DI6337  ELLIP H (06/10/07)  177.546  (m)                       GP(2002.00) 4 1
 DI6337  NAVD 88             212.21   (m)          696.2    (f) LEVELING    3  
 DI6337
 DI6337.Superseded values are not recommended for survey control.
 DI6337
 DI6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6337.See file dsdata.pdf to determine how the superseded data were derived.
 DI6337
 DI6337_MARKER: DD = SURVEY DISK
 DI6337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6337_STAMPING: 77601 2006
 DI6337_MARK LOGO: MIDT
 DI6337_PROJECTION: FLUSH
 DI6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6337+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 DI6337
 DI6337  HISTORY     - Date     Condition        Report By
 DI6337  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6337  HISTORY     - 20200728 GOOD             MIDT
 DI6337
 DI6337                          STATION DESCRIPTION
 DI6337
 DI6337'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6337'THE STATION IS 1.0 MILE (1.61 KILOMETERS) EAST OF JEDDO, 7.0 MILES
 DI6337'(11.27 KILOMETERS) NORTHWEST OF NORTH STREET, AND 8.8 MILES (14.16
 DI6337'KILOMETERS) NORTHWEST OF GARDENDALE, IN THE NORTHEAST QUADRANT OF THE
 DI6337'INTERSECTION OF JEDDO ROAD WITH VINCENT ROAD.
 DI6337'
 DI6337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6337'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 3.1 MILES (4.99
 DI6337'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6337'
 DI6337'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6337'DISK STAMPED 77601 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6337'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.49 METERS
 DI6337'(70.5 FEET) NORTH OF THE CENTERLINE OF JEDDO ROAD, 15.97 METERS (52.4
 DI6337'FEET) NORTHWEST OF A RIGHT-OF-WAY MARKER, 7.92 METERS (26.0 FEET) EAST
 DI6337'OF THE CENTERLINE OF VINCENT ROAD, AND 1.07 METERS (3.5 FEET) WEST OF
 DI6337'A CARSONITE WITNESS POST,
 DI6337
 DI6337                          STATION RECOVERY (2020)
 DI6337
 DI6337'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DI6337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6338 ***********************************************************************
 DI6338  DESIGNATION -  77602
 DI6338  PID         -  DI6338
 DI6338  STATE/COUNTY-  MI/ST CLAIR
 DI6338  COUNTRY     -  US
 DI6338  USGS QUAD   -  JEDDO (2017)
 DI6338
 DI6338                         *CURRENT SURVEY CONTROL
 DI6338  ______________________________________________________________________
 DI6338* NAD 83(1986) POSITION- 43 09 05.     (N) 082 35 37.     (W)   SCALED
 DI6338* NAVD 88 ORTHO HEIGHT -   228.274 (meters)      748.93  (feet) ADJUSTED
 DI6338  ______________________________________________________________________
 DI6338  GEOID HEIGHT    -        -34.639 (meters)                     GEOID18
 DI6338  DYNAMIC HEIGHT  -        228.223 (meters)      748.76  (feet) COMP
 DI6338  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 DI6338
 DI6338  VERT ORDER      -  SECOND    CLASS I
 DI6338
 DI6338.The horizontal coordinates were scaled from a map and have
 DI6338.an estimated accuracy of +/- 6 seconds.
 DI6338
 DI6338.The orthometric height was determined by differential leveling and
 DI6338.adjusted by the NATIONAL GEODETIC SURVEY
 DI6338.in July 2007.
 DI6338
 DI6338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6338.GEOID18 height accuracy estimate available here.
 DI6338
 DI6338.Click photographs - Photos may exist for this station.
 DI6338
 DI6338.The dynamic height is computed by dividing the NAVD 88
 DI6338.geopotential number by the normal gravity value computed on the
 DI6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6338.degrees latitude (g = 980.6199 gals.).
 DI6338
 DI6338.The modeled gravity was interpolated from observed gravity values.
 DI6338
 DI6338;                    North         East    Units  Estimated Accuracy
 DI6338;SPC MI S     -   184,950.    4,144,200.      MT  (+/- 180 meters Scaled)
 DI6338
 DI6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH704788(NAD 83)
 DI6338
 DI6338                          SUPERSEDED SURVEY CONTROL
 DI6338
 DI6338.No superseded survey control is available for this station.
 DI6338
 DI6338_MARKER: DD = SURVEY DISK
 DI6338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6338_STAMPING: 77602 2006
 DI6338_MARK LOGO: MIDT
 DI6338_PROJECTION: FLUSH
 DI6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6338+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6338
 DI6338  HISTORY     - Date     Condition        Report By
 DI6338  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6338
 DI6338                          STATION DESCRIPTION
 DI6338
 DI6338'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6338'THE STATION IS LOCATED 0.55 MILES (0.89 KILOMETERS) WEST OF JEDDO, 7.3
 DI6338'MILES (11.75 KILOMETERS) NORTHWEST OF NORTH STREET, AND 9.3 MILES
 DI6338'(14.97 KILOMETERS) NORTHWEST OF GARDENDALE, LOCATED ON JEDDO ROAD AND
 DI6338'BETWEEN GIBBONS ROAD AND WILDCAT ROAD.
 DI6338'
 DI6338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6338'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 4.7 MILES (7.56
 DI6338'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6338'
 DI6338'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6338'DISK STAMPED 77602 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6338'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 35.4 METERS
 DI6338'(116.0 FEET) NORTHWEST OF A POWER POLE, 10.5 METERS (34.5 FEET)
 DI6338'EASTERLY OF THE FACE OF THE WEST STONE COLUMN OF HOUSE--6262--, 7.9
 DI6338'METERS (26.0 FEET) NORTH OF THE CENTERLINE OF JEDDO ROAD, 1.0 METER
 DI6338'(3.25 FEET) SOUTH OF A CARSONITE WITNESS POST, WEST OF PRIVATE
 DI6338'ENTRANCE--6262--, AND NORTH OF HOUSE--6261--.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6339 ***********************************************************************
 DI6339  DESIGNATION -  77603
 DI6339  PID         -  DI6339
 DI6339  STATE/COUNTY-  MI/ST CLAIR
 DI6339  COUNTRY     -  US
 DI6339  USGS QUAD   -  JEDDO (2017)
 DI6339
 DI6339                         *CURRENT SURVEY CONTROL
 DI6339  ______________________________________________________________________
 DI6339* NAD 83(2011) POSITION- 43 09 03.58355(N) 082 37 24.61578(W)   ADJUSTED
 DI6339* NAD 83(2011) ELLIP HT-   170.081 (meters)        (06/27/12)   ADJUSTED
 DI6339* NAD 83(2011) EPOCH   -  2010.00
 DI6339* NAVD 88 ORTHO HEIGHT -   204.682 (meters)      671.53  (feet) ADJUSTED
 DI6339  ______________________________________________________________________
 DI6339  GEOID HEIGHT    -        -34.604 (meters)                     GEOID18
 DI6339  NAD 83(2011) X  -    598,371.403 (meters)                     COMP
 DI6339  NAD 83(2011) Y  - -4,622,049.214 (meters)                     COMP
 DI6339  NAD 83(2011) Z  -  4,339,871.244 (meters)                     COMP
 DI6339  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 DI6339  DYNAMIC HEIGHT  -        204.636 (meters)      671.38  (feet) COMP
 DI6339  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 DI6339
 DI6339  VERT ORDER      -  SECOND    CLASS I
 DI6339
 DI6339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6339  Standards:
 DI6339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6339  -------------------------------------------------------------------
 DI6339  NETWORK    0.40   0.59           0.18   0.14   0.30     -0.15038526
 DI6339  -------------------------------------------------------------------
 DI6339  Click here for local accuracies and other accuracy information.
 DI6339
 DI6339.The horizontal coordinates were established by GPS observations
 DI6339.and adjusted by the National Geodetic Survey in June 2012.
 DI6339
 DI6339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6339.been affixed to the stable North American tectonic plate. See 
 DI6339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6339
 DI6339.The horizontal coordinates are valid at the epoch date displayed above
 DI6339.which is a decimal equivalence of Year/Month/Day.
 DI6339
 DI6339.The orthometric height was determined by differential leveling and
 DI6339.adjusted by the NATIONAL GEODETIC SURVEY
 DI6339.in July 2007.
 DI6339
 DI6339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6339.GEOID18 height accuracy estimate available here.
 DI6339
 DI6339.Click photographs - Photos may exist for this station.
 DI6339
 DI6339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6339
 DI6339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6339
 DI6339.The ellipsoidal height was determined by GPS observations
 DI6339.and is referenced to NAD 83.
 DI6339
 DI6339.The dynamic height is computed by dividing the NAVD 88
 DI6339.geopotential number by the normal gravity value computed on the
 DI6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6339.degrees latitude (g = 980.6199 gals.).
 DI6339
 DI6339.The modeled gravity was interpolated from observed gravity values.
 DI6339
 DI6339. The following values were computed from the NAD 83(2011) position.
 DI6339
 DI6339;                    North         East     Units Scale Factor Converg.
 DI6339;SPC MI S     -   184,857.480 4,141,768.780   MT  0.99991763   +1 11 10.6
 DI6339;SPC MI S     -   606,487.80 13,588,480.25   iFT  0.99991763   +1 11 10.6
 DI6339;UTM  17      - 4,778,862.073   367,994.159   MT  0.99981436   -1 06 37.8
 DI6339
 DI6339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6339!SPC MI S     -   0.99997333  x   0.99991763  =   0.99989096
 DI6339!UTM  17      -   0.99997333  x   0.99981436  =   0.99978769
 DI6339
 DI6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6799478862(NAD 83)
 DI6339
 DI6339                          SUPERSEDED SURVEY CONTROL
 DI6339
 DI6339  NAD 83(2007)-  43 09 03.58352(N)    082 37 24.61672(W) AD(2002.00) 1
 DI6339  ELLIP H (06/10/07)  170.102  (m)                       GP(2002.00) 4 1
 DI6339  NAVD 88             204.68   (m)          671.5    (f) LEVELING    3  
 DI6339
 DI6339.Superseded values are not recommended for survey control.
 DI6339
 DI6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6339.See file dsdata.pdf to determine how the superseded data were derived.
 DI6339
 DI6339_MARKER: DD = SURVEY DISK
 DI6339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6339_STAMPING: 77603 2006
 DI6339_MARK LOGO: MIDT
 DI6339_PROJECTION: FLUSH
 DI6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6339+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DI6339
 DI6339  HISTORY     - Date     Condition        Report By
 DI6339  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6339  HISTORY     - 20130104 GOOD             ROWEIN
 DI6339  HISTORY     - 20200729 GOOD             MIDT
 DI6339
 DI6339                          STATION DESCRIPTION
 DI6339
 DI6339'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6339'THE STATION IS LOCATED 2.18 MILES (3.51 KILOMETERS) WEST OF JEDDO, 8.1
 DI6339'MILES (13.04 KILOMETERS) NORTHWEST OF NORTH STREET, AND 10.3 MILES
 DI6339'(16.58 KILOMETERS) NORTHWEST OF GARDENDALE, LOCATED ON JEDDO ROAD AND
 DI6339'BETWEEN CRIBBINS ROAD AND GIBBONS ROAD.
 DI6339'
 DI6339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6339'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 6.3 MILES (10.14
 DI6339'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6339'
 DI6339'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6339'DISK STAMPED 77603 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6339'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 60.1 METERS
 DI6339'(197.1 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN ABUTMENT,
 DI6339'9.1 METERS    (30.0 FEET) NORTH OF THE CENTERLINE OF JEDDO ROAD, 3.5
 DI6339'METERS (11.4 FEET) SOUTH OF A FENCE, AND 1.0 METER (3.25 FEET) NORTH
 DI6339'OF A CARSONITE WITNESS POST,
 DI6339
 DI6339                          STATION RECOVERY (2013)
 DI6339
 DI6339'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6339'RECOVERED IN GOOD CONDITION.
 DI6339
 DI6339                          STATION RECOVERY (2020)
 DI6339
 DI6339'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DI6339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6340 ***********************************************************************
 DI6340  DESIGNATION -  77604
 DI6340  PID         -  DI6340
 DI6340  STATE/COUNTY-  MI/ST CLAIR
 DI6340  COUNTRY     -  US
 DI6340  USGS QUAD   -  ROSEBURG (2017)
 DI6340
 DI6340                         *CURRENT SURVEY CONTROL
 DI6340  ______________________________________________________________________
 DI6340* NAD 83(2011) POSITION- 43 08 57.53827(N) 082 39 21.13178(W)   ADJUSTED
 DI6340* NAD 83(2011) ELLIP HT-   189.844 (meters)        (06/27/12)   ADJUSTED
 DI6340* NAD 83(2011) EPOCH   -  2010.00
 DI6340* NAVD 88 ORTHO HEIGHT -   224.420 (meters)      736.28  (feet) ADJUSTED
 DI6340  ______________________________________________________________________
 DI6340  GEOID HEIGHT    -        -34.575 (meters)                     GEOID18
 DI6340  NAD 83(2011) X  -    595,778.532 (meters)                     COMP
 DI6340  NAD 83(2011) Y  - -4,622,527.334 (meters)                     COMP
 DI6340  NAD 83(2011) Z  -  4,339,748.652 (meters)                     COMP
 DI6340  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DI6340  DYNAMIC HEIGHT  -        224.370 (meters)      736.12  (feet) COMP
 DI6340  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 DI6340
 DI6340  VERT ORDER      -  SECOND    CLASS I
 DI6340
 DI6340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6340  Standards:
 DI6340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6340  -------------------------------------------------------------------
 DI6340  NETWORK    0.30   0.49           0.13   0.11   0.25     -0.06102529
 DI6340  -------------------------------------------------------------------
 DI6340  Click here for local accuracies and other accuracy information.
 DI6340
 DI6340.The horizontal coordinates were established by GPS observations
 DI6340.and adjusted by the National Geodetic Survey in June 2012.
 DI6340
 DI6340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6340.been affixed to the stable North American tectonic plate. See 
 DI6340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6340
 DI6340.The horizontal coordinates are valid at the epoch date displayed above
 DI6340.which is a decimal equivalence of Year/Month/Day.
 DI6340
 DI6340.The orthometric height was determined by differential leveling and
 DI6340.adjusted by the NATIONAL GEODETIC SURVEY
 DI6340.in July 2007.
 DI6340
 DI6340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6340.GEOID18 height accuracy estimate available here.
 DI6340
 DI6340.Click photographs - Photos may exist for this station.
 DI6340
 DI6340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6340
 DI6340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6340
 DI6340.The ellipsoidal height was determined by GPS observations
 DI6340.and is referenced to NAD 83.
 DI6340
 DI6340.The dynamic height is computed by dividing the NAVD 88
 DI6340.geopotential number by the normal gravity value computed on the
 DI6340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6340.degrees latitude (g = 980.6199 gals.).
 DI6340
 DI6340.The modeled gravity was interpolated from observed gravity values.
 DI6340
 DI6340. The following values were computed from the NAD 83(2011) position.
 DI6340
 DI6340;                    North         East     Units Scale Factor Converg.
 DI6340;SPC MI S     -   184,616.984 4,139,140.694   MT  0.99991749   +1 09 51.3
 DI6340;SPC MI S     -   605,698.77 13,579,857.92   iFT  0.99991749   +1 09 51.3
 DI6340;UTM  17      - 4,778,727.108   365,358.806   MT  0.99982301   -1 07 57.4
 DI6340
 DI6340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6340!SPC MI S     -   0.99997023  x   0.99991749  =   0.99988772
 DI6340!UTM  17      -   0.99997023  x   0.99982301  =   0.99979324
 DI6340
 DI6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6535878727(NAD 83)
 DI6340
 DI6340                          SUPERSEDED SURVEY CONTROL
 DI6340
 DI6340  NAD 83(2007)-  43 08 57.53825(N)    082 39 21.13266(W) AD(2002.00) 1
 DI6340  ELLIP H (06/10/07)  189.864  (m)                       GP(2002.00) 4 1
 DI6340  NAVD 88             224.42   (m)          736.3    (f) LEVELING    3  
 DI6340
 DI6340.Superseded values are not recommended for survey control.
 DI6340
 DI6340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6340.See file dsdata.pdf to determine how the superseded data were derived.
 DI6340
 DI6340_MARKER: DD = SURVEY DISK
 DI6340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6340_STAMPING: 77604 2006
 DI6340_MARK LOGO: MIDT
 DI6340_PROJECTION: FLUSH
 DI6340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6340+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6340
 DI6340  HISTORY     - Date     Condition        Report By
 DI6340  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6340
 DI6340                          STATION DESCRIPTION
 DI6340
 DI6340'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6340'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) WEST OF JEDDO, 9.0
 DI6340'MILES (14.48 KILOMETERS) NORTHWEST OF NORTH STREET, AND 7.3 MILES
 DI6340'(11.75 KILOMETERS) EAST-NORTHEAST OF YALE, LOCATED NORTH OF JEDDO ROAD
 DI6340'AND BETWEEN FARGO ROAD AND CRIBBINS ROAD.
 DI6340'
 DI6340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6340'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 7.8 MILES (12.55
 DI6340'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6340'
 DI6340'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6340'DISK STAMPED 77604 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6340'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS APPROXIMATELY
 DI6340'91.4 METERS (300.0 FEET) WEST OF PRIVATE ENTRANCE--7830--, 39.96
 DI6340'METERS (131.1 FEET) NORTHWEST OF A WELL, 23.10 METERS (75.8 FEET)
 DI6340'NORTHEAST OF A POWER POLE, 7.62 METERS (25.0 FEET) NORTH OF THE
 DI6340'CENTERLINE OF JEDDO ROAD, AND  1.0 METER (3.28 FEET) SOUTH OF A
 DI6340'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6341 ***********************************************************************
 DI6341  DESIGNATION -  77605
 DI6341  PID         -  DI6341
 DI6341  STATE/COUNTY-  MI/ST CLAIR
 DI6341  COUNTRY     -  US
 DI6341  USGS QUAD   -  ROSEBURG (2017)
 DI6341
 DI6341                         *CURRENT SURVEY CONTROL
 DI6341  ______________________________________________________________________
 DI6341* NAD 83(1986) POSITION- 43 08 53.     (N) 082 41 13.     (W)   SCALED
 DI6341* NAVD 88 ORTHO HEIGHT -   230.355 (meters)      755.76  (feet) ADJUSTED
 DI6341  ______________________________________________________________________
 DI6341  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 DI6341  DYNAMIC HEIGHT  -        230.303 (meters)      755.59  (feet) COMP
 DI6341  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 DI6341
 DI6341  VERT ORDER      -  SECOND    CLASS I
 DI6341
 DI6341.The horizontal coordinates were scaled from a map and have
 DI6341.an estimated accuracy of +/- 6 seconds.
 DI6341
 DI6341.The orthometric height was determined by differential leveling and
 DI6341.adjusted by the NATIONAL GEODETIC SURVEY
 DI6341.in July 2007.
 DI6341
 DI6341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6341.GEOID18 height accuracy estimate available here.
 DI6341
 DI6341.Click photographs - Photos may exist for this station.
 DI6341
 DI6341.The dynamic height is computed by dividing the NAVD 88
 DI6341.geopotential number by the normal gravity value computed on the
 DI6341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6341.degrees latitude (g = 980.6199 gals.).
 DI6341
 DI6341.The modeled gravity was interpolated from observed gravity values.
 DI6341
 DI6341;                    North         East    Units  Estimated Accuracy
 DI6341;SPC MI S     -   184,430.    4,136,620.      MT  (+/- 180 meters Scaled)
 DI6341
 DI6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH628786(NAD 83)
 DI6341
 DI6341                          SUPERSEDED SURVEY CONTROL
 DI6341
 DI6341.No superseded survey control is available for this station.
 DI6341
 DI6341_MARKER: DD = SURVEY DISK
 DI6341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6341_STAMPING: 77605 2006
 DI6341_MARK LOGO: MIDT
 DI6341_PROJECTION: FLUSH
 DI6341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6341+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6341
 DI6341  HISTORY     - Date     Condition        Report By
 DI6341  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6341
 DI6341                          STATION DESCRIPTION
 DI6341
 DI6341'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6341'THE STATION IS LOCATED 5.2 MILES (8.37 KILOMETERS) WEST OF JEDDO, 6.0
 DI6341'MILES (9.66 KILOMETERS) NORTH OF AVOCA, AND 6.0 MILES (9.66
 DI6341'KILOMETERS) NORTHEAST OF YALE, IN THE NORTHWEST QUADRANT OF THE
 DI6341'INTERSECTION OF DUCE ROAD WITH JEDDO ROAD.
 DI6341'
 DI6341'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6341'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 9.4 MILES (15.13
 DI6341'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6341'
 DI6341'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6341'DISK STAMPED 77605 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6341'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 103.6 METERS
 DI6341'(340.0 FEET) WEST OF PRIVATE ENTRANCE--8625--, 23.1 METERS (75.7 FEET)
 DI6341'NORTH-NORTHEAST OF A POWER POLE, 6.7 METERS (22.0 FEET) NORTH OF THE
 DI6341'CENTERLINE OF JEDDO ROAD, 5.0 METERS (16.5 FEET) SOUTH OF AN EAST-WEST
 DI6341'RUNNING FENCE, AND 1.0 METERS (3.25 FEET) SOUTH OF A CARSONITE WITNESS
 DI6341'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6342 ***********************************************************************
 DI6342  DESIGNATION -  77606
 DI6342  PID         -  DI6342
 DI6342  STATE/COUNTY-  MI/ST CLAIR
 DI6342  COUNTRY     -  US
 DI6342  USGS QUAD   -  ROSEBURG (2017)
 DI6342
 DI6342                         *CURRENT SURVEY CONTROL
 DI6342  ______________________________________________________________________
 DI6342* NAD 83(1986) POSITION- 43 08 50.     (N) 082 43 06.     (W)   SCALED
 DI6342* NAVD 88 ORTHO HEIGHT -   237.707 (meters)      779.88  (feet) ADJUSTED
 DI6342  ______________________________________________________________________
 DI6342  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 DI6342  DYNAMIC HEIGHT  -        237.654 (meters)      779.70  (feet) COMP
 DI6342  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 DI6342
 DI6342  VERT ORDER      -  SECOND    CLASS I
 DI6342
 DI6342.The horizontal coordinates were scaled from a map and have
 DI6342.an estimated accuracy of +/- 6 seconds.
 DI6342
 DI6342.The orthometric height was determined by differential leveling and
 DI6342.adjusted by the NATIONAL GEODETIC SURVEY
 DI6342.in July 2007.
 DI6342
 DI6342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6342.GEOID18 height accuracy estimate available here.
 DI6342
 DI6342.Click photographs - Photos may exist for this station.
 DI6342
 DI6342.The dynamic height is computed by dividing the NAVD 88
 DI6342.geopotential number by the normal gravity value computed on the
 DI6342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6342.degrees latitude (g = 980.6199 gals.).
 DI6342
 DI6342.The modeled gravity was interpolated from observed gravity values.
 DI6342
 DI6342;                    North         East    Units  Estimated Accuracy
 DI6342;SPC MI S     -   184,280.    4,134,070.      MT  (+/- 180 meters Scaled)
 DI6342
 DI6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH602785(NAD 83)
 DI6342
 DI6342                          SUPERSEDED SURVEY CONTROL
 DI6342
 DI6342.No superseded survey control is available for this station.
 DI6342
 DI6342_MARKER: DD = SURVEY DISK
 DI6342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6342_STAMPING: 77606 2006
 DI6342_MARK LOGO: MIDT
 DI6342_PROJECTION: FLUSH
 DI6342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6342+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DI6342
 DI6342  HISTORY     - Date     Condition        Report By
 DI6342  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6342  HISTORY     - 20130108 GOOD             ROWEIN
 DI6342
 DI6342                          STATION DESCRIPTION
 DI6342
 DI6342'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6342'THE STATION IS LOCATED 6.8 MILES (10.94 KILOMETERS) WEST OF JEDDO, 6.0
 DI6342'MILES (9.66 KILOMETERS) NORTH OF AVOCA, AND 4.3 MILES (6.92
 DI6342'KILOMETERS) NORTHEAST OF YALE, IN THE NORTHEAST QUADRANT OF THE
 DI6342'INTERSECTION OF JEDDO ROAD WITH BROWN ROAD.   TO REACH THE STATION
 DI6342'FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL DRIVE) WITH JEDDO
 DI6342'ROAD, GO WEST ALONG JEDDO ROAD FOR 11.0 MILES (17.7 KILOMETERS) TO THE
 DI6342'STATION ON THE RIGHT.
 DI6342'
 DI6342'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6342'DISK STAMPED 77606 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6342'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 192.0 METERS
 DI6342'(630.0 FEET) EAST OF THE CENTERLINE OF BROWN ROAD, 28.0 METERS (91.7
 DI6342'FEET) NORTHEAST OF A POWER POLE, 7.9 METERS (26.0 FEET) NORTH OF THE
 DI6342'CENTERLINE OF JEDDO ROAD, 5.5 METERS (18.0 FEET) WEST OF A NORTH-SOUTH
 DI6342'FIELD LINE, AND 1.0 METERS (3.25 FEET) SOUTH OF A CARSONITE WITNESS
 DI6342'POST.
 DI6342
 DI6342                          STATION RECOVERY (2013)
 DI6342
 DI6342'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6343 ***********************************************************************
 DI6343  DESIGNATION -  77607
 DI6343  PID         -  DI6343
 DI6343  STATE/COUNTY-  MI/ST CLAIR
 DI6343  COUNTRY     -  US
 DI6343  USGS QUAD   -  YALE (2017)
 DI6343
 DI6343                         *CURRENT SURVEY CONTROL
 DI6343  ______________________________________________________________________
 DI6343* NAD 83(2011) POSITION- 43 08 46.11676(N) 082 45 04.74526(W)   ADJUSTED
 DI6343* NAD 83(2011) ELLIP HT-   205.003 (meters)        (06/27/12)   ADJUSTED
 DI6343* NAD 83(2011) EPOCH   -  2010.00
 DI6343* NAVD 88 ORTHO HEIGHT -   239.543 (meters)      785.90  (feet) ADJUSTED
 DI6343  ______________________________________________________________________
 DI6343  GEOID HEIGHT    -        -34.542 (meters)                     GEOID18
 DI6343  NAD 83(2011) X  -    588,108.920 (meters)                     COMP
 DI6343  NAD 83(2011) Y  - -4,623,763.515 (meters)                     COMP
 DI6343  NAD 83(2011) Z  -  4,339,501.853 (meters)                     COMP
 DI6343  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 DI6343  DYNAMIC HEIGHT  -        239.489 (meters)      785.72  (feet) COMP
 DI6343  MODELED GRAVITY -    980,387.9   (mgal)                       NAVD 88
 DI6343
 DI6343  VERT ORDER      -  SECOND    CLASS I
 DI6343
 DI6343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6343  Standards:
 DI6343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6343  -------------------------------------------------------------------
 DI6343  NETWORK    0.30   0.51           0.13   0.11   0.26      0.00792613
 DI6343  -------------------------------------------------------------------
 DI6343  Click here for local accuracies and other accuracy information.
 DI6343
 DI6343.The horizontal coordinates were established by GPS observations
 DI6343.and adjusted by the National Geodetic Survey in June 2012.
 DI6343
 DI6343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6343.been affixed to the stable North American tectonic plate. See 
 DI6343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6343
 DI6343.The horizontal coordinates are valid at the epoch date displayed above
 DI6343.which is a decimal equivalence of Year/Month/Day.
 DI6343
 DI6343.The orthometric height was determined by differential leveling and
 DI6343.adjusted by the NATIONAL GEODETIC SURVEY
 DI6343.in July 2007.
 DI6343
 DI6343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6343.GEOID18 height accuracy estimate available here.
 DI6343
 DI6343.Click photographs - Photos may exist for this station.
 DI6343
 DI6343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6343
 DI6343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6343
 DI6343.The ellipsoidal height was determined by GPS observations
 DI6343.and is referenced to NAD 83.
 DI6343
 DI6343.The dynamic height is computed by dividing the NAVD 88
 DI6343.geopotential number by the normal gravity value computed on the
 DI6343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6343.degrees latitude (g = 980.6199 gals.).
 DI6343
 DI6343.The modeled gravity was interpolated from observed gravity values.
 DI6343
 DI6343. The following values were computed from the NAD 83(2011) position.
 DI6343
 DI6343;                    North         East     Units Scale Factor Converg.
 DI6343;SPC MI S     -   184,111.270 4,131,385.546   MT  0.99991724   +1 05 57.5
 DI6343;SPC MI S     -   604,039.60 13,554,414.52   iFT  0.99991724   +1 05 57.5
 DI6343;UTM  17      - 4,778,532.639   357,590.252   MT  0.99984949   -1 11 52.3
 DI6343
 DI6343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6343!SPC MI S     -   0.99996785  x   0.99991724  =   0.99988509
 DI6343!UTM  17      -   0.99996785  x   0.99984949  =   0.99981735
 DI6343
 DI6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5759078532(NAD 83)
 DI6343
 DI6343                          SUPERSEDED SURVEY CONTROL
 DI6343
 DI6343  NAD 83(2007)-  43 08 46.11675(N)    082 45 04.74605(W) AD(2002.00) 1
 DI6343  ELLIP H (06/10/07)  205.023  (m)                       GP(2002.00) 4 1
 DI6343  NAVD 88             239.54   (m)          785.9    (f) LEVELING    3  
 DI6343
 DI6343.Superseded values are not recommended for survey control.
 DI6343
 DI6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6343.See file dsdata.pdf to determine how the superseded data were derived.
 DI6343
 DI6343_MARKER: DD = SURVEY DISK
 DI6343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6343_STAMPING: 77607 2006
 DI6343_MARK LOGO: MIDT
 DI6343_PROJECTION: FLUSH
 DI6343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6343+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DI6343
 DI6343  HISTORY     - Date     Condition        Report By
 DI6343  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6343  HISTORY     - 20200730 GOOD             MIDT
 DI6343
 DI6343                          STATION DESCRIPTION
 DI6343
 DI6343'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6343'THE STATION IS LOCATED 8.3 MILES (13.36 KILOMETERS) WEST OF JEDDO, 6.4
 DI6343'MILES (10.3 KILOMETERS) NORTHWEST OF AVOCA, AND 2.7 MILES (4.35
 DI6343'KILOMETERS) NORTHEAST OF YALE, LOCATED ABOUT 1,500 FEET WEST OF THE
 DI6343'INTERSECTION OF BRICKNER ROAD WITH JEDDO ROAD.
 DI6343'
 DI6343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6343'DRIVE) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 12.5 MILES (20.12
 DI6343'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6343'
 DI6343'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6343'DISK STAMPED 77607 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6343'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 73.2 METERS
 DI6343'(240.0 FEET) WEST OF PRIVATE ENTRANCE--10261--, 42.2 METERS (138.5
 DI6343'FEET) WEST-NORTHWEST OF AN 8 INCH (20 CENTIMETER) CEDAR BOX NEXT TO A
 DI6343'TELEPHONE BOX--10261--, 6.1 METERS (20.0 FEET) NORTH OF THE CENTERLINE
 DI6343'OF JEDDO ROAD, AND 1.0 METER (3.25 FEET) NORTH OF A CARSONITE WITNESS
 DI6343'POST.
 DI6343
 DI6343                          STATION RECOVERY (2020)
 DI6343
 DI6343'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DI6343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6344 ***********************************************************************
 DI6344  DESIGNATION -  77608
 DI6344  PID         -  DI6344
 DI6344  STATE/COUNTY-  MI/ST CLAIR
 DI6344  COUNTRY     -  US
 DI6344  USGS QUAD   -  YALE (2017)
 DI6344
 DI6344                         *CURRENT SURVEY CONTROL
 DI6344  ______________________________________________________________________
 DI6344* NAD 83(1986) POSITION- 43 08 42.     (N) 082 46 45.     (W)   SCALED
 DI6344* NAVD 88 ORTHO HEIGHT -   243.098 (meters)      797.56  (feet) ADJUSTED
 DI6344  ______________________________________________________________________
 DI6344  GEOID HEIGHT    -        -34.544 (meters)                     GEOID18
 DI6344  DYNAMIC HEIGHT  -        243.042 (meters)      797.38  (feet) COMP
 DI6344  MODELED GRAVITY -    980,386.0   (mgal)                       NAVD 88
 DI6344
 DI6344  VERT ORDER      -  SECOND    CLASS I
 DI6344
 DI6344.The horizontal coordinates were scaled from a map and have
 DI6344.an estimated accuracy of +/- 6 seconds.
 DI6344
 DI6344.The orthometric height was determined by differential leveling and
 DI6344.adjusted by the NATIONAL GEODETIC SURVEY
 DI6344.in July 2007.
 DI6344
 DI6344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6344.GEOID18 height accuracy estimate available here.
 DI6344
 DI6344.Click photographs - Photos may exist for this station.
 DI6344
 DI6344.The dynamic height is computed by dividing the NAVD 88
 DI6344.geopotential number by the normal gravity value computed on the
 DI6344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6344.degrees latitude (g = 980.6199 gals.).
 DI6344
 DI6344.The modeled gravity was interpolated from observed gravity values.
 DI6344
 DI6344;                    North         East    Units  Estimated Accuracy
 DI6344;SPC MI S     -   183,940.    4,129,120.      MT  (+/- 180 meters Scaled)
 DI6344
 DI6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH553784(NAD 83)
 DI6344
 DI6344                          SUPERSEDED SURVEY CONTROL
 DI6344
 DI6344.No superseded survey control is available for this station.
 DI6344
 DI6344_MARKER: DD = SURVEY DISK
 DI6344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6344_STAMPING: 77608 2006
 DI6344_MARK LOGO: MIDT
 DI6344_PROJECTION: FLUSH
 DI6344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6344+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6344
 DI6344  HISTORY     - Date     Condition        Report By
 DI6344  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6344
 DI6344                          STATION DESCRIPTION
 DI6344
 DI6344'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6344'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) NORTHEAST OF YALE,
 DI6344'7.3 MILES (11.75 KILOMETERS) NORTHWEST OF AVOCA, AND 5.0 MILES (8.05
 DI6344'KILOMETERS) SOUTHEAST OF MELVIN, IN THE NORTHEAST QUADRANT OF THE
 DI6344'INTERSECTION OF DUQUETTE ROAD WITH JEDDO ROAD.
 DI6344'
 DI6344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6344'ROAD) WITH JEDDO ROAD, GO EAST ALONG JEDDO ROAD FOR 1.0 MILE (1.61
 DI6344'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6344'
 DI6344'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6344'DISK STAMPED 77608 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6344'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 140.2 METERS
 DI6344'(460.0 FEET) WEST OF PRIVATE ENTRANCE--10974--, 28.3 METERS (92.9
 DI6344'FEET) NORTH-NORTHWEST OF A POWER POLE, 13.7 METERS (45.0 FEET) EAST OF
 DI6344'THE CENTERLINE OF DUQUETTE ROAD, 9.1 METERS (30.0 FEET) NORTH OF THE
 DI6344'CENTERLINE OF JEDDO ROAD, AND 1.0 METERS (3.25 FEET) SOUTH OF A
 DI6344'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6345 ***********************************************************************
 DI6345  DESIGNATION -  77609
 DI6345  PID         -  DI6345
 DI6345  STATE/COUNTY-  MI/ST CLAIR
 DI6345  COUNTRY     -  US
 DI6345  USGS QUAD   -  YALE (2017)
 DI6345
 DI6345                         *CURRENT SURVEY CONTROL
 DI6345  ______________________________________________________________________
 DI6345* NAD 83(1986) POSITION- 43 08 39.     (N) 082 48 39.     (W)   SCALED
 DI6345* NAVD 88 ORTHO HEIGHT -   243.461 (meters)      798.76  (feet) ADJUSTED
 DI6345  ______________________________________________________________________
 DI6345  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 DI6345  DYNAMIC HEIGHT  -        243.405 (meters)      798.57  (feet) COMP
 DI6345  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 DI6345
 DI6345  VERT ORDER      -  SECOND    CLASS I
 DI6345
 DI6345.The horizontal coordinates were scaled from a map and have
 DI6345.an estimated accuracy of +/- 6 seconds.
 DI6345
 DI6345.The orthometric height was determined by differential leveling and
 DI6345.adjusted by the NATIONAL GEODETIC SURVEY
 DI6345.in July 2007.
 DI6345
 DI6345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6345.GEOID18 height accuracy estimate available here.
 DI6345
 DI6345.Click photographs - Photos may exist for this station.
 DI6345
 DI6345.The dynamic height is computed by dividing the NAVD 88
 DI6345.geopotential number by the normal gravity value computed on the
 DI6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6345.degrees latitude (g = 980.6199 gals.).
 DI6345
 DI6345.The modeled gravity was interpolated from observed gravity values.
 DI6345
 DI6345;                    North         East    Units  Estimated Accuracy
 DI6345;SPC MI S     -   183,800.    4,126,550.      MT  (+/- 180 meters Scaled)
 DI6345
 DI6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH527784(NAD 83)
 DI6345
 DI6345                          SUPERSEDED SURVEY CONTROL
 DI6345
 DI6345.No superseded survey control is available for this station.
 DI6345
 DI6345_MARKER: DD = SURVEY DISK
 DI6345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6345_STAMPING: 77609 2006
 DI6345_MARK LOGO: MIDT
 DI6345_PROJECTION: FLUSH
 DI6345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6345+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6345
 DI6345  HISTORY     - Date     Condition        Report By
 DI6345  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6345
 DI6345                          STATION DESCRIPTION
 DI6345
 DI6345'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6345'THE STATION IS LOCATED 1.0 MILE (1.61 KILOMETERS) NORTHWEST OF YALE,
 DI6345'3.9 MILES (6.28 KILOMETERS) SOUTHEAST OF MELVIN, AND 10.8 MILES (17.38
 DI6345'KILOMETERS) NORTH-NORTHWEST OF EMMETT, LOCATED ON JEDDO ROAD AND
 DI6345'BETWEEN BROCKWAY ROAD AND JORDEN ROAD.
 DI6345'
 DI6345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6345'ROAD) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 0.57 MILES (0.92
 DI6345'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6345'
 DI6345'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6345'DISK STAMPED 77609 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6345'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 80.8 METERS
 DI6345'(265.0 FEET) WEST OF PRIVATE ENTRANCE--11760--, 13.2 METERS (43.0
 DI6345'FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE RAILROAD TRACKS, 7.9
 DI6345'METERS (26.0 FEET) NORTH OF THE CENTERLINE OF JEDDO ROAD, 6.7 METERS
 DI6345'(22.1 FEET) SOUTH OF THE CENTER OF A POWER POLE, 6.1 METERS (20.0
 DI6345'FEET) WEST-SOUTHWEST OF A FIELD DRIVE, AND 1.0 METERS (3.25 FEET)
 DI6345'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6346 ***********************************************************************
 DI6346  DESIGNATION -  77610
 DI6346  PID         -  DI6346
 DI6346  STATE/COUNTY-  MI/ST CLAIR
 DI6346  COUNTRY     -  US
 DI6346  USGS QUAD   -  YALE (2017)
 DI6346
 DI6346                         *CURRENT SURVEY CONTROL
 DI6346  ______________________________________________________________________
 DI6346* NAD 83(2011) POSITION- 43 08 36.24847(N) 082 50 34.89265(W)   ADJUSTED
 DI6346* NAD 83(2011) ELLIP HT-   206.847 (meters)        (06/27/12)   ADJUSTED
 DI6346* NAD 83(2011) EPOCH   -  2010.00
 DI6346* NAVD 88 ORTHO HEIGHT -   241.400 (meters)      791.99  (feet) ADJUSTED
 DI6346  ______________________________________________________________________
 DI6346  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 DI6346  NAD 83(2011) X  -    580,733.490 (meters)                     COMP
 DI6346  NAD 83(2011) Y  - -4,624,906.892 (meters)                     COMP
 DI6346  NAD 83(2011) Z  -  4,339,280.911 (meters)                     COMP
 DI6346  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 DI6346  DYNAMIC HEIGHT  -        241.344 (meters)      791.81  (feet) COMP
 DI6346  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 DI6346
 DI6346  VERT ORDER      -  SECOND    CLASS I
 DI6346
 DI6346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6346  Standards:
 DI6346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6346  -------------------------------------------------------------------
 DI6346  NETWORK    0.32   0.55           0.14   0.12   0.28      0.02083506
 DI6346  -------------------------------------------------------------------
 DI6346  Click here for local accuracies and other accuracy information.
 DI6346
 DI6346.The horizontal coordinates were established by GPS observations
 DI6346.and adjusted by the National Geodetic Survey in June 2012.
 DI6346
 DI6346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6346.been affixed to the stable North American tectonic plate. See 
 DI6346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6346
 DI6346.The horizontal coordinates are valid at the epoch date displayed above
 DI6346.which is a decimal equivalence of Year/Month/Day.
 DI6346
 DI6346.The orthometric height was determined by differential leveling and
 DI6346.adjusted by the NATIONAL GEODETIC SURVEY
 DI6346.in July 2007.
 DI6346
 DI6346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6346.GEOID18 height accuracy estimate available here.
 DI6346
 DI6346.Click photographs - Photos may exist for this station.
 DI6346
 DI6346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6346
 DI6346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6346
 DI6346.The ellipsoidal height was determined by GPS observations
 DI6346.and is referenced to NAD 83.
 DI6346
 DI6346.The dynamic height is computed by dividing the NAVD 88
 DI6346.geopotential number by the normal gravity value computed on the
 DI6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6346.degrees latitude (g = 980.6199 gals.).
 DI6346
 DI6346.The modeled gravity was interpolated from observed gravity values.
 DI6346
 DI6346. The following values were computed from the NAD 83(2011) position.
 DI6346
 DI6346;                    North         East     Units Scale Factor Converg.
 DI6346;SPC MI S     -   183,667.760 4,123,932.790   MT  0.99991702   +1 02 12.8
 DI6346;SPC MI S     -   602,584.51 13,529,963.22   iFT  0.99991702   +1 02 12.8
 DI6346;UTM  17      - 4,778,388.234   350,126.114   MT  0.99987633   -1 15 38.0
 DI6346
 DI6346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6346!SPC MI S     -   0.99996756  x   0.99991702  =   0.99988459
 DI6346!UTM  17      -   0.99996756  x   0.99987633  =   0.99984390
 DI6346
 DI6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5012678388(NAD 83)
 DI6346
 DI6346                          SUPERSEDED SURVEY CONTROL
 DI6346
 DI6346  NAD 83(2007)-  43 08 36.24845(N)    082 50 34.89341(W) AD(2002.00) 1
 DI6346  ELLIP H (06/10/07)  206.869  (m)                       GP(2002.00) 4 1
 DI6346  NAVD 88             241.40   (m)          792.0    (f) LEVELING    3  
 DI6346
 DI6346.Superseded values are not recommended for survey control.
 DI6346
 DI6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6346.See file dsdata.pdf to determine how the superseded data were derived.
 DI6346
 DI6346_MARKER: DD = SURVEY DISK
 DI6346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6346_STAMPING: 77610 2006
 DI6346_MARK LOGO: MIDT
 DI6346_PROJECTION: FLUSH
 DI6346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6346+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 DI6346
 DI6346  HISTORY     - Date     Condition        Report By
 DI6346  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6346  HISTORY     - 20130110 GOOD             ROWEIN
 DI6346  HISTORY     - 20200727 GOOD             MIDT
 DI6346
 DI6346                          STATION DESCRIPTION
 DI6346
 DI6346'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6346'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) NORTHWEST OF YALE,
 DI6346'3.1 MILES (4.99 KILOMETERS) SOUTH-SOUTHEAST OF MELVIN, AND 11.2 MILES
 DI6346'(18.02 KILOMETERS) NORTH-NORTHWEST OF EMMETT, IN THE NORTHWEST
 DI6346'QUADRANT OF THE INTERSECTION OF JEDDO ROAD AND ARENDT ROAD.
 DI6346'
 DI6346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6346'ROAD) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 2.1 MILES (3.38
 DI6346'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6346'
 DI6346'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6346'DISK STAMPED 77610 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6346'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS  29.6 METERS
 DI6346'(97.0 FEET) NORTHEAST OF THE CENTER OF A POWER POLE, 20.7 METERS (68.0
 DI6346'FEET) NORTHEAST OF THE EASTERLY MOST POST OF PRIVATE ENTRANCE
 DI6346'GATE--12595--, 18.3 METERS (60.0 FEET) NORTHEAST OF THE CENTER OF
 DI6346'PRIVATE ENTRANCE--12595--, 7.0 METERS (23.0 FEET) NORTH OF THE
 DI6346'CENTERLINE OF JEDDO ROAD, AND 1.0 METER (3.25 FEET) NORTH OF A
 DI6346'CARSONITE WITNESS POST.
 DI6346
 DI6346                          STATION RECOVERY (2013)
 DI6346
 DI6346'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6346'RECOVERED IN GOOD CONDITION.
 DI6346
 DI6346                          STATION RECOVERY (2020)
 DI6346
 DI6346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DI6346'TREES IN EAST AND WEST MAY AFFECT GPS SUITABILITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6347 ***********************************************************************
 DI6347  DESIGNATION -  77611
 DI6347  PID         -  DI6347
 DI6347  STATE/COUNTY-  MI/ST CLAIR
 DI6347  COUNTRY     -  US
 DI6347  USGS QUAD   -  YALE (2017)
 DI6347
 DI6347                         *CURRENT SURVEY CONTROL
 DI6347  ______________________________________________________________________
 DI6347* NAD 83(1986) POSITION- 43 08 33.     (N) 082 52 22.     (W)   SCALED
 DI6347* NAVD 88 ORTHO HEIGHT -   253.202 (meters)      830.71  (feet) ADJUSTED
 DI6347  ______________________________________________________________________
 DI6347  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 DI6347  DYNAMIC HEIGHT  -        253.142 (meters)      830.52  (feet) COMP
 DI6347  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 DI6347
 DI6347  VERT ORDER      -  SECOND    CLASS I
 DI6347
 DI6347.The horizontal coordinates were scaled from a map and have
 DI6347.an estimated accuracy of +/- 6 seconds.
 DI6347
 DI6347.The orthometric height was determined by differential leveling and
 DI6347.adjusted by the NATIONAL GEODETIC SURVEY
 DI6347.in July 2007.
 DI6347
 DI6347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6347.GEOID18 height accuracy estimate available here.
 DI6347
 DI6347.Click photographs - Photos may exist for this station.
 DI6347
 DI6347.The dynamic height is computed by dividing the NAVD 88
 DI6347.geopotential number by the normal gravity value computed on the
 DI6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6347.degrees latitude (g = 980.6199 gals.).
 DI6347
 DI6347.The modeled gravity was interpolated from observed gravity values.
 DI6347
 DI6347;                    North         East    Units  Estimated Accuracy
 DI6347;SPC MI S     -   183,520.    4,121,520.      MT  (+/- 180 meters Scaled)
 DI6347
 DI6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH477783(NAD 83)
 DI6347
 DI6347                          SUPERSEDED SURVEY CONTROL
 DI6347
 DI6347.No superseded survey control is available for this station.
 DI6347
 DI6347_MARKER: DD = SURVEY DISK
 DI6347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6347_STAMPING: 77611 2006
 DI6347_MARK LOGO: MIDT
 DI6347_PROJECTION: FLUSH
 DI6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6347+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DI6347
 DI6347  HISTORY     - Date     Condition        Report By
 DI6347  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6347  HISTORY     - 20130110 GOOD             ROWEIN
 DI6347
 DI6347                          STATION DESCRIPTION
 DI6347
 DI6347'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6347'THE STATION IS LOCATED 3.8 MILES (6.12 KILOMETERS) NORTHWEST OF YALE,
 DI6347'3.0 MILES (4.83 KILOMETERS) SOUTH OF MELVIN, AND 11.7 MILES (18.83
 DI6347'KILOMETERS) NORTHWEST OF EMMETT, IN THE NORTHEAST QUADRANT OF THE
 DI6347'INTERSECTION OF MOWERSON ROAD WITH JEDDO ROAD.
 DI6347'
 DI6347'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6347'ROAD) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 3.7 MILES (5.95
 DI6347'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6347'
 DI6347'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6347'DISK STAMPED 77611 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6347'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 125.0 METERS
 DI6347'(410.0 FEET) WEST OF PRIVATE ENTRANCE--13354--, 22.0 METERS (72.2
 DI6347'FEET) EAST OF THE NORTHERLY END OF A CULVERT, 6.1 METERS (20.0 FEET)
 DI6347'NORTH OF THE CENTERLINE OF JEDDO ROAD, AND 1.0 METERS (3.25 FEET)
 DI6347'NORTH OF A CARSONITE WITNESS POST.
 DI6347
 DI6347                          STATION RECOVERY (2013)
 DI6347
 DI6347'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6348 ***********************************************************************
 DI6348  DESIGNATION -  77612
 DI6348  PID         -  DI6348
 DI6348  STATE/COUNTY-  MI/ST CLAIR
 DI6348  COUNTRY     -  US
 DI6348  USGS QUAD   -  BROWN CITY (2017)
 DI6348
 DI6348                         *CURRENT SURVEY CONTROL
 DI6348  ______________________________________________________________________
 DI6348* NAD 83(2011) POSITION- 43 08 31.61668(N) 082 54 16.08731(W)   ADJUSTED
 DI6348* NAD 83(2011) ELLIP HT-   217.346 (meters)        (06/27/12)   ADJUSTED
 DI6348* NAD 83(2011) EPOCH   -  2010.00
 DI6348* NAVD 88 ORTHO HEIGHT -   251.910 (meters)      826.47  (feet) ADJUSTED
 DI6348  ______________________________________________________________________
 DI6348  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 DI6348  NAD 83(2011) X  -    575,786.510 (meters)                     COMP
 DI6348  NAD 83(2011) Y  - -4,625,631.600 (meters)                     COMP
 DI6348  NAD 83(2011) Z  -  4,339,183.793 (meters)                     COMP
 DI6348  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 DI6348  DYNAMIC HEIGHT  -        251.850 (meters)      826.28  (feet) COMP
 DI6348  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 DI6348
 DI6348  VERT ORDER      -  SECOND    CLASS I
 DI6348
 DI6348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6348  Standards:
 DI6348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6348  -------------------------------------------------------------------
 DI6348  NETWORK    0.41   0.67           0.18   0.15   0.34      0.09131526
 DI6348  -------------------------------------------------------------------
 DI6348  Click here for local accuracies and other accuracy information.
 DI6348
 DI6348.The horizontal coordinates were established by GPS observations
 DI6348.and adjusted by the National Geodetic Survey in June 2012.
 DI6348
 DI6348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6348.been affixed to the stable North American tectonic plate. See 
 DI6348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6348
 DI6348.The horizontal coordinates are valid at the epoch date displayed above
 DI6348.which is a decimal equivalence of Year/Month/Day.
 DI6348
 DI6348.The orthometric height was determined by differential leveling and
 DI6348.adjusted by the NATIONAL GEODETIC SURVEY
 DI6348.in July 2007.
 DI6348
 DI6348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6348.GEOID18 height accuracy estimate available here.
 DI6348
 DI6348.Click photographs - Photos may exist for this station.
 DI6348
 DI6348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6348
 DI6348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6348
 DI6348.The ellipsoidal height was determined by GPS observations
 DI6348.and is referenced to NAD 83.
 DI6348
 DI6348.The dynamic height is computed by dividing the NAVD 88
 DI6348.geopotential number by the normal gravity value computed on the
 DI6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6348.degrees latitude (g = 980.6199 gals.).
 DI6348
 DI6348.The modeled gravity was interpolated from observed gravity values.
 DI6348
 DI6348. The following values were computed from the NAD 83(2011) position.
 DI6348
 DI6348;                    North         East     Units Scale Factor Converg.
 DI6348;SPC MI S     -   183,436.236 4,118,938.021   MT  0.99991692   +0 59 42.2
 DI6348;SPC MI S     -   601,824.92 13,513,576.18   iFT  0.99991692   +0 59 42.2
 DI6348;UTM  17      - 4,778,357.131   345,126.235   MT  0.99989507   -1 18 09.2
 DI6348
 DI6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6348!SPC MI S     -   0.99996592  x   0.99991692  =   0.99988284
 DI6348!UTM  17      -   0.99996592  x   0.99989507  =   0.99986099
 DI6348
 DI6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4512678357(NAD 83)
 DI6348
 DI6348                          SUPERSEDED SURVEY CONTROL
 DI6348
 DI6348  NAD 83(2007)-  43 08 31.61666(N)    082 54 16.08804(W) AD(2002.00) 1
 DI6348  ELLIP H (06/10/07)  217.370  (m)                       GP(2002.00) 4 1
 DI6348  NAVD 88             251.91   (m)          826.5    (f) LEVELING    3  
 DI6348
 DI6348.Superseded values are not recommended for survey control.
 DI6348
 DI6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6348.See file dsdata.pdf to determine how the superseded data were derived.
 DI6348
 DI6348_MARKER: DD = SURVEY DISK
 DI6348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6348_STAMPING: 77612 2006
 DI6348_MARK LOGO: MIDT
 DI6348_PROJECTION: FLUSH
 DI6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6348+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 DI6348
 DI6348  HISTORY     - Date     Condition        Report By
 DI6348  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6348  HISTORY     - 20130110 GOOD             ROWEIN
 DI6348  HISTORY     - 20200727 GOOD             MIDT
 DI6348
 DI6348                          STATION DESCRIPTION
 DI6348
 DI6348'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6348'THE STATION IS LOCATED 5.3 MILES (8.53 KILOMETERS) NORTHWEST OF YALE,
 DI6348'12.5 MILES (20.12 KILOMETERS) NORTH-NORTHWEST OF EMMETT, AND 6.6 MILES
 DI6348'(10.62 KILOMETERS) SOUTHEAST OF BROWN CITY, LOCATED ON THE SOUTH SIDE
 DI6348'OF JEDDO ROAD AND BETWEEN WINN ROAD AND MASON ROAD.
 DI6348'
 DI6348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6348'ROAD) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 5.2 MILES (8.37
 DI6348'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6348'
 DI6348'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6348'DISK STAMPED 77612 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6348'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 24.7 METERS (81.0
 DI6348'FEET) SOUTH OF THE CENTERLINE OF JEDDO ROAD, 18.3 METERS (60.0 FEET)
 DI6348'NORTHEAST OF THE CENTER OF PRIVATE ENTRANCE--12595--, 10.1 METERS
 DI6348'(33.0 FEET) WEST OF THE CENTER OF PRIVATE ENTRANCE--14209--, 3.1
 DI6348'METERS (10.3 FEET) SOUTHEAST OF A POWER POLE, AND 1.0 METER (3.25
 DI6348'FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6348
 DI6348                          STATION RECOVERY (2013)
 DI6348
 DI6348'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6348'THE PORTION OF DESRIPTION 18.3 METERS (60.0 FEET) NORTHEAST OF THE
 DI6348'CENTER OF PRIVATE ENTRANCE --12595 IS INCORRECT AND SHOULD BE REMOVED
 DI6348'FROM THE DESCRIPTION.  THERE IS NO DRIVE OR ADDRESS OF THAT NUMBER AT
 DI6348'THIS LOCATION.
 DI6348
 DI6348                          STATION RECOVERY (2020)
 DI6348
 DI6348'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DI6348'TREES IN THE AREA MAY AFFECT GPS SUITABILITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6349 ***********************************************************************
 DI6349  DESIGNATION -  77613
 DI6349  PID         -  DI6349
 DI6349  STATE/COUNTY-  MI/ST CLAIR
 DI6349  COUNTRY     -  US
 DI6349  USGS QUAD   -  BROWN CITY (2017)
 DI6349
 DI6349                         *CURRENT SURVEY CONTROL
 DI6349  ______________________________________________________________________
 DI6349* NAD 83(1986) POSITION- 43 08 31.     (N) 082 56 06.     (W)   SCALED
 DI6349* NAVD 88 ORTHO HEIGHT -   251.117 (meters)      823.87  (feet) ADJUSTED
 DI6349  ______________________________________________________________________
 DI6349  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 DI6349  DYNAMIC HEIGHT  -        251.057 (meters)      823.68  (feet) COMP
 DI6349  MODELED GRAVITY -    980,374.2   (mgal)                       NAVD 88
 DI6349
 DI6349  VERT ORDER      -  SECOND    CLASS I
 DI6349
 DI6349.The horizontal coordinates were scaled from a map and have
 DI6349.an estimated accuracy of +/- 6 seconds.
 DI6349
 DI6349.The orthometric height was determined by differential leveling and
 DI6349.adjusted by the NATIONAL GEODETIC SURVEY
 DI6349.in July 2007.
 DI6349
 DI6349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6349.GEOID18 height accuracy estimate available here.
 DI6349
 DI6349.Click photographs - Photos may exist for this station.
 DI6349
 DI6349.The dynamic height is computed by dividing the NAVD 88
 DI6349.geopotential number by the normal gravity value computed on the
 DI6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6349.degrees latitude (g = 980.6199 gals.).
 DI6349
 DI6349.The modeled gravity was interpolated from observed gravity values.
 DI6349
 DI6349;                    North         East    Units  Estimated Accuracy
 DI6349;SPC MI S     -   183,380.    4,116,460.      MT  (+/- 180 meters Scaled)
 DI6349
 DI6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH426783(NAD 83)
 DI6349
 DI6349                          SUPERSEDED SURVEY CONTROL
 DI6349
 DI6349.No superseded survey control is available for this station.
 DI6349
 DI6349_MARKER: DD = SURVEY DISK
 DI6349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6349_STAMPING: 77613 2006
 DI6349_MARK LOGO: MIDT
 DI6349_PROJECTION: FLUSH
 DI6349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6349+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DI6349
 DI6349  HISTORY     - Date     Condition        Report By
 DI6349  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6349  HISTORY     - 20130112 GOOD             ROWEIN
 DI6349
 DI6349                          STATION DESCRIPTION
 DI6349
 DI6349'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6349'THE STATION IS LOCATED 6.9 MILES (11.1 KILOMETERS) NORTHWEST OF YALE,
 DI6349'4.8 MILES (7.72 KILOMETERS) SOUTHWEST OF MELVIN, AND 5.6 MILES (9.01
 DI6349'KILOMETERS) SOUTHEAST OF BROWN CITY, IN THE NORTHEAST QUADRANT OF THE
 DI6349'INTERSECTION OF JEDDO ROAD WITH CAPAC ROAD.
 DI6349'
 DI6349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (BROCKWAY
 DI6349'ROAD) WITH JEDDO ROAD, GO WEST ALONG JEDDO ROAD FOR 6.8 MILES (10.94
 DI6349'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6349'
 DI6349'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6349'DISK STAMPED 77613 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6349'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.3 METERS (59.9
 DI6349'FEET) NORTH OF THE CENTER OF A POWER POLE, 11.3 METERS (37.0 FEET)
 DI6349'EAST OF THE CENTERLINE OF CAPAC ROAD, 7.9 METERS (26.0 FEET) NORTH OF
 DI6349'THE CENTERLINE OF JEDDO ROAD, AND 1.0 METERS (3.25 FEET) NORTH OF A
 DI6349'CARSONITE WITNESS POST.
 DI6349
 DI6349                          STATION RECOVERY (2013)
 DI6349
 DI6349'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6350 ***********************************************************************
 DI6350  DESIGNATION -  77614
 DI6350  PID         -  DI6350
 DI6350  STATE/COUNTY-  MI/ST CLAIR
 DI6350  COUNTRY     -  US
 DI6350  USGS QUAD   -  BROWN CITY (2017)
 DI6350
 DI6350                         *CURRENT SURVEY CONTROL
 DI6350  ______________________________________________________________________
 DI6350* NAD 83(1986) POSITION- 43 08 52.     (N) 082 59 44.     (W)   SCALED
 DI6350* NAVD 88 ORTHO HEIGHT -   251.060 (meters)      823.69  (feet) ADJUSTED
 DI6350  ______________________________________________________________________
 DI6350  GEOID HEIGHT    -        -34.507 (meters)                     GEOID18
 DI6350  DYNAMIC HEIGHT  -        251.000 (meters)      823.49  (feet) COMP
 DI6350  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 DI6350
 DI6350  VERT ORDER      -  SECOND    CLASS I
 DI6350
 DI6350.The horizontal coordinates were scaled from a map and have
 DI6350.an estimated accuracy of +/- 6 seconds.
 DI6350
 DI6350.The orthometric height was determined by differential leveling and
 DI6350.adjusted by the NATIONAL GEODETIC SURVEY
 DI6350.in July 2007.
 DI6350
 DI6350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6350.GEOID18 height accuracy estimate available here.
 DI6350
 DI6350.Click photographs - Photos may exist for this station.
 DI6350
 DI6350.The dynamic height is computed by dividing the NAVD 88
 DI6350.geopotential number by the normal gravity value computed on the
 DI6350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6350.degrees latitude (g = 980.6199 gals.).
 DI6350
 DI6350.The modeled gravity was interpolated from observed gravity values.
 DI6350
 DI6350;                    North         East    Units  Estimated Accuracy
 DI6350;SPC MI S     -   183,940.    4,111,520.      MT  (+/- 180 meters Scaled)
 DI6350
 DI6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH377791(NAD 83)
 DI6350
 DI6350                          SUPERSEDED SURVEY CONTROL
 DI6350
 DI6350.No superseded survey control is available for this station.
 DI6350
 DI6350_MARKER: DD = SURVEY DISK
 DI6350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6350_STAMPING: 77614 2006
 DI6350_MARK LOGO: MIDT
 DI6350_PROJECTION: FLUSH
 DI6350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6350+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 DI6350
 DI6350  HISTORY     - Date     Condition        Report By
 DI6350  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6350  HISTORY     - 20130114 GOOD             ROWEIN
 DI6350  HISTORY     - 20130508 GOOD             WADTRI
 DI6350
 DI6350                          STATION DESCRIPTION
 DI6350
 DI6350'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6350'THE STATION IS LOCATED 10.0 MILES (16.09 KILOMETERS) NORTH-NORTHWEST
 DI6350'OF CAPAC, 7.3 MILES (11.75 KILOMETERS) SOUTHWEST OF MELVIN, AND 4.5
 DI6350'MILES (7.24 KILOMETERS)) SOUTH OF BROWN CITY, IN THE SOUTHEAST
 DI6350'QUADRANT OF HULL ROAD AND CADE ROAD.
 DI6350'
 DI6350'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6350'ROAD, GO NORTH ALONG CADE ROAD FOR 10.6 MILES (17.06 KILOMETERS)) TO
 DI6350'THE STATION ON THE RIGHT.
 DI6350'
 DI6350'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6350'DISK STAMPED 77614 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6350'CONCRETE POST FLUSH WITH THE GROUND, 14.2 METERS (46.6 FEET) SOUTHWEST
 DI6350'OF AN 18 INCH (46 CENTIMETER) CULVERT, 11.3 METERS (37.0 FEET) SOUTH
 DI6350'OF THE CENTERLINE OF HULL ROAD, 9.1 METERS (30.0 FEET) NORTHWEST OF A
 DI6350'POWER POLE, 8.8 METERS (29.0 FEET) EAST OF THE CENTERLINE OF CADE
 DI6350'ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6350
 DI6350                          STATION RECOVERY (2013)
 DI6350
 DI6350'RECOVERY NOTE BY ROWE INCORPORATED 2013 (MWR)
 DI6350'RECOVERED IN GOOD CONDITION.
 DI6350
 DI6350                          STATION RECOVERY (2013)
 DI6350
 DI6350'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2013 (NLG)
 DI6350'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6351 ***********************************************************************
 DI6351  DESIGNATION -  77615
 DI6351  PID         -  DI6351
 DI6351  STATE/COUNTY-  MI/ST CLAIR
 DI6351  COUNTRY     -  US
 DI6351  USGS QUAD   -  BROWN CITY (2017)
 DI6351
 DI6351                         *CURRENT SURVEY CONTROL
 DI6351  ______________________________________________________________________
 DI6351* NAD 83(1986) POSITION- 43 07 32.     (N) 082 59 39.     (W)   SCALED
 DI6351* NAVD 88 ORTHO HEIGHT -   242.454 (meters)      795.45  (feet) ADJUSTED
 DI6351  ______________________________________________________________________
 DI6351  GEOID HEIGHT    -        -34.570 (meters)                     GEOID18
 DI6351  DYNAMIC HEIGHT  -        242.394 (meters)      795.25  (feet) COMP
 DI6351  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 DI6351
 DI6351  VERT ORDER      -  SECOND    CLASS I
 DI6351
 DI6351.The horizontal coordinates were scaled from a map and have
 DI6351.an estimated accuracy of +/- 6 seconds.
 DI6351
 DI6351.The orthometric height was determined by differential leveling and
 DI6351.adjusted by the NATIONAL GEODETIC SURVEY
 DI6351.in July 2007.
 DI6351
 DI6351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6351.GEOID18 height accuracy estimate available here.
 DI6351
 DI6351.Click photographs - Photos may exist for this station.
 DI6351
 DI6351.The dynamic height is computed by dividing the NAVD 88
 DI6351.geopotential number by the normal gravity value computed on the
 DI6351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6351.degrees latitude (g = 980.6199 gals.).
 DI6351
 DI6351.The modeled gravity was interpolated from observed gravity values.
 DI6351
 DI6351;                    North         East    Units  Estimated Accuracy
 DI6351;SPC MI S     -   181,470.    4,111,670.      MT  (+/- 180 meters Scaled)
 DI6351
 DI6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH377766(NAD 83)
 DI6351
 DI6351                          SUPERSEDED SURVEY CONTROL
 DI6351
 DI6351.No superseded survey control is available for this station.
 DI6351
 DI6351_MARKER: DD = SURVEY DISK
 DI6351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6351_STAMPING: 77615 2006
 DI6351_MARK LOGO: MIDT
 DI6351_PROJECTION: FLUSH
 DI6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6351+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6351
 DI6351  HISTORY     - Date     Condition        Report By
 DI6351  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6351
 DI6351                          STATION DESCRIPTION
 DI6351
 DI6351'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6351'THE STATION IS LOCATED 8.7 MILES (14.0 KILOMETERS) NORTH-NORTHWEST OF
 DI6351'CAPAC, 6.0 MILES (9.66 KILOMETERS) SOUTH OF BROWN CITY, AND 8.1 MILES
 DI6351'(13.04 KILOMETERS) NORTHEAST OF IMLAY CITY, LOCATED ON CADE ROAD AND
 DI6351'BETWEEN DUDLEY ROAD AND EXTENDED KOHLER ROAD.
 DI6351'
 DI6351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6351'ROAD, GO NORTH ALONG CADE ROAD FOR 9.2 MILES (14.81 KILOMETERS) TO THE
 DI6351'STATION ON THE RIGHT.
 DI6351'
 DI6351'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6351'DISK STAMPED 77615 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6351'CONCRETE POST FLUSH WITH THE GROUND, 84.7 METERS (278.0 FEET) SOUTH OF
 DI6351'THE SOUTH LINE OF A BRIDGE, 12.3 METERS (40.2 FEET) NORTHWEST OF A 14
 DI6351'INCH (36 CENTIMETER) MAPLE TREE WITH A NO HUNTING OR TRESPASSING SIGN,
 DI6351'5.2 METERS (17.0 FEET) WEST OF THE CENTERLINE OF CADE ROAD, AND 1.0
 DI6351'METERS (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6432 ***********************************************************************
 DI6432  DESIGNATION -  77616
 DI6432  PID         -  DI6432
 DI6432  STATE/COUNTY-  MI/ST CLAIR
 DI6432  COUNTRY     -  US
 DI6432  USGS QUAD   -  CAPAC (2017)
 DI6432
 DI6432                         *CURRENT SURVEY CONTROL
 DI6432  ______________________________________________________________________
 DI6432* NAD 83(2011) POSITION- 43 06 06.29479(N) 082 59 34.35674(W)   ADJUSTED
 DI6432* NAD 83(2011) ELLIP HT-   209.285 (meters)        (06/27/12)   ADJUSTED
 DI6432* NAD 83(2011) EPOCH   -  2010.00
 DI6432* NAVD 88 ORTHO HEIGHT -   243.938 (meters)      800.32  (feet) ADJUSTED
 DI6432  ______________________________________________________________________
 DI6432  GEOID HEIGHT    -        -34.637 (meters)                     GEOID18
 DI6432  NAD 83(2011) X  -    569,021.673 (meters)                     COMP
 DI6432  NAD 83(2011) Y  - -4,629,551.367 (meters)                     COMP
 DI6432  NAD 83(2011) Z  -  4,335,904.862 (meters)                     COMP
 DI6432  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DI6432  DYNAMIC HEIGHT  -        243.876 (meters)      800.12  (feet) COMP
 DI6432  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 DI6432
 DI6432  VERT ORDER      -  SECOND    CLASS I
 DI6432
 DI6432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6432  Standards:
 DI6432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6432  -------------------------------------------------------------------
 DI6432  NETWORK    0.35   0.61           0.16   0.12   0.31      0.00104214
 DI6432  -------------------------------------------------------------------
 DI6432  Click here for local accuracies and other accuracy information.
 DI6432
 DI6432.The horizontal coordinates were established by GPS observations
 DI6432.and adjusted by the National Geodetic Survey in June 2012.
 DI6432
 DI6432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6432.been affixed to the stable North American tectonic plate. See 
 DI6432.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6432
 DI6432.The horizontal coordinates are valid at the epoch date displayed above
 DI6432.which is a decimal equivalence of Year/Month/Day.
 DI6432
 DI6432.The orthometric height was determined by differential leveling and
 DI6432.adjusted by the NATIONAL GEODETIC SURVEY
 DI6432.in July 2007.
 DI6432
 DI6432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6432.GEOID18 height accuracy estimate available here.
 DI6432
 DI6432.Click photographs - Photos may exist for this station.
 DI6432
 DI6432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6432
 DI6432.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6432
 DI6432.The ellipsoidal height was determined by GPS observations
 DI6432.and is referenced to NAD 83.
 DI6432
 DI6432.The dynamic height is computed by dividing the NAVD 88
 DI6432.geopotential number by the normal gravity value computed on the
 DI6432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6432.degrees latitude (g = 980.6199 gals.).
 DI6432
 DI6432.The modeled gravity was interpolated from observed gravity values.
 DI6432
 DI6432. The following values were computed from the NAD 83(2011) position.
 DI6432
 DI6432;                    North         East     Units Scale Factor Converg.
 DI6432;SPC MI S     -   178,831.497 4,111,820.554   MT  0.99991401   +0 56 05.7
 DI6432;SPC MI S     -   586,717.51 13,490,224.91   iFT  0.99991401   +0 56 05.7
 DI6432;UTM  17      - 4,774,041.419   337,829.956   MT  0.99992353   -1 21 43.3
 DI6432
 DI6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6432!SPC MI S     -   0.99996718  x   0.99991401  =   0.99988119
 DI6432!UTM  17      -   0.99996718  x   0.99992353  =   0.99989071
 DI6432
 DI6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3782974041(NAD 83)
 DI6432
 DI6432                          SUPERSEDED SURVEY CONTROL
 DI6432
 DI6432  NAD 83(2007)-  43 06 06.29476(N)    082 59 34.35745(W) AD(2002.00) 1
 DI6432  ELLIP H (06/10/07)  209.307  (m)                       GP(2002.00) 4 1
 DI6432  NAVD 88             243.94   (m)          800.3    (f) LEVELING    3  
 DI6432
 DI6432.Superseded values are not recommended for survey control.
 DI6432
 DI6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6432.See file dsdata.pdf to determine how the superseded data were derived.
 DI6432
 DI6432_MARKER: DD = SURVEY DISK
 DI6432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6432_STAMPING: 77616 2006
 DI6432_MARK LOGO: MIDT
 DI6432_PROJECTION: FLUSH
 DI6432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6432+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6432
 DI6432  HISTORY     - Date     Condition        Report By
 DI6432  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6432
 DI6432                          STATION DESCRIPTION
 DI6432
 DI6432'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6432'THE STATION IS LOCATED 7.2 MILES (11.59 KILOMETERS) NORTH-NORTHWEST OF
 DI6432'CAPAC, 7.6 MILES (12.23 KILOMETERS) SOUTH OF BROWN CITY, AND 6.9 MILES
 DI6432'(11.1 KILOMETERS) NORTHEAST OF IMLAY CITY, LOCATED ON CADE ROAD AND
 DI6432'BETWEEN SPEAKER ROAD AND TURNER ROAD.
 DI6432'
 DI6432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6432'ROAD, GO NORTH ALONG CADE ROAD FOR 7.6 MILES (12.23 KILOMETERS) TO THE
 DI6432'STATION ON THE RIGHT.
 DI6432'
 DI6432'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6432'DISK STAMPED 77616 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6432'CONCRETE POST FLUSH WITH THE GROUND, 7.0 METERS (23.0 FEET) EAST OF
 DI6432'THE CENTERLINE OF CADE ROAD, 6.7 METERS (22.0 FEET) SOUTHEAST OF A 6
 DI6432'INCH (15 CENTIMETER) OAK TREE WITH A BLACK PIPE ATTACHED, AND 1.0
 DI6432'METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6352 ***********************************************************************
 DI6352  DESIGNATION -  77617
 DI6352  PID         -  DI6352
 DI6352  STATE/COUNTY-  MI/ST CLAIR
 DI6352  COUNTRY     -  US
 DI6352  USGS QUAD   -  CAPAC (2017)
 DI6352
 DI6352                         *CURRENT SURVEY CONTROL
 DI6352  ______________________________________________________________________
 DI6352* NAD 83(1986) POSITION- 43 04 43.     (N) 082 59 29.     (W)   SCALED
 DI6352* NAVD 88 ORTHO HEIGHT -   243.935 (meters)      800.31  (feet) ADJUSTED
 DI6352  ______________________________________________________________________
 DI6352  GEOID HEIGHT    -        -34.699 (meters)                     GEOID18
 DI6352  DYNAMIC HEIGHT  -        243.873 (meters)      800.11  (feet) COMP
 DI6352  MODELED GRAVITY -    980,357.8   (mgal)                       NAVD 88
 DI6352
 DI6352  VERT ORDER      -  SECOND    CLASS I
 DI6352
 DI6352.The horizontal coordinates were scaled from a map and have
 DI6352.an estimated accuracy of +/- 6 seconds.
 DI6352
 DI6352.The orthometric height was determined by differential leveling and
 DI6352.adjusted by the NATIONAL GEODETIC SURVEY
 DI6352.in July 2007.
 DI6352
 DI6352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6352.GEOID18 height accuracy estimate available here.
 DI6352
 DI6352.Click photographs - Photos may exist for this station.
 DI6352
 DI6352.The dynamic height is computed by dividing the NAVD 88
 DI6352.geopotential number by the normal gravity value computed on the
 DI6352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6352.degrees latitude (g = 980.6199 gals.).
 DI6352
 DI6352.The modeled gravity was interpolated from observed gravity values.
 DI6352
 DI6352;                    North         East    Units  Estimated Accuracy
 DI6352;SPC MI S     -   176,260.    4,111,980.      MT  (+/- 180 meters Scaled)
 DI6352
 DI6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH378714(NAD 83)
 DI6352
 DI6352                          SUPERSEDED SURVEY CONTROL
 DI6352
 DI6352.No superseded survey control is available for this station.
 DI6352
 DI6352_MARKER: DD = SURVEY DISK
 DI6352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6352_STAMPING: 77617 2006
 DI6352_MARK LOGO: MIDT
 DI6352_PROJECTION: FLUSH
 DI6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6352+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6352
 DI6352  HISTORY     - Date     Condition        Report By
 DI6352  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6352
 DI6352                          STATION DESCRIPTION
 DI6352
 DI6352'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6352'THE STATION IS LOCATED 5.7 MILES (9.17 KILOMETERS) NORTHWEST OF CAPAC,
 DI6352'5.8 MILES (9.33 KILOMETERS) NORTHEAST OF IMLAY CITY, AND 11.4 MILES
 DI6352'(18.35 KILOMETERS) NORTH-NORTHEAST OF ALMONT, IN THE SOUTHEAST
 DI6352'QUADRANT OF THE INTERSECTION OF NORMAN ROAD WITH CADE ROAD.
 DI6352'
 DI6352'TO REACH THE STATION FROM THE JUNCTION OF CADE ROAD WITH IMLAY CITY
 DI6352'ROAD, GO NORTH ALONG CADE ROAD FOR 3.8 MILES (6.12 KILOMETERS) TO THE
 DI6352'STATION ON THE RIGHT.
 DI6352'
 DI6352'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6352'DISK STAMPED 77617 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6352'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 36.6 METERS
 DI6352'(120.0 FEET) NORTHEAST OF A POWER POLE, 11.0 METERS (36.0 FEET) SOUTH
 DI6352'OF THE EXTENDED PRIVATE ENTRANCE--6365--, 7.6 METERS (25.0 FEET) EAST
 DI6352'OF THE CENTERLINE OF NORMAN ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A
 DI6352'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6353 ***********************************************************************
 DI6353  DESIGNATION -  77618
 DI6353  PID         -  DI6353
 DI6353  STATE/COUNTY-  MI/ST CLAIR
 DI6353  COUNTRY     -  US
 DI6353  USGS QUAD   -  CAPAC (2017)
 DI6353
 DI6353                         *CURRENT SURVEY CONTROL
 DI6353  ______________________________________________________________________
 DI6353* NAD 83(1986) POSITION- 43 03 20.     (N) 082 59 23.     (W)   SCALED
 DI6353* NAVD 88 ORTHO HEIGHT -   242.681 (meters)      796.20  (feet) ADJUSTED
 DI6353  ______________________________________________________________________
 DI6353  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 DI6353  DYNAMIC HEIGHT  -        242.618 (meters)      795.99  (feet) COMP
 DI6353  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 DI6353
 DI6353  VERT ORDER      -  SECOND    CLASS I
 DI6353
 DI6353.The horizontal coordinates were scaled from a map and have
 DI6353.an estimated accuracy of +/- 6 seconds.
 DI6353
 DI6353.The orthometric height was determined by differential leveling and
 DI6353.adjusted by the NATIONAL GEODETIC SURVEY
 DI6353.in July 2007.
 DI6353
 DI6353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6353.GEOID18 height accuracy estimate available here.
 DI6353
 DI6353.Click photographs - Photos may exist for this station.
 DI6353
 DI6353.The dynamic height is computed by dividing the NAVD 88
 DI6353.geopotential number by the normal gravity value computed on the
 DI6353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6353.degrees latitude (g = 980.6199 gals.).
 DI6353
 DI6353.The modeled gravity was interpolated from observed gravity values.
 DI6353
 DI6353;                    North         East    Units  Estimated Accuracy
 DI6353;SPC MI S     -   173,710.    4,112,160.      MT  (+/- 180 meters Scaled)
 DI6353
 DI6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH379689(NAD 83)
 DI6353
 DI6353                          SUPERSEDED SURVEY CONTROL
 DI6353
 DI6353.No superseded survey control is available for this station.
 DI6353
 DI6353_MARKER: DD = SURVEY DISK
 DI6353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6353_STAMPING: 77618 2006
 DI6353_MARK LOGO: MIDT
 DI6353_PROJECTION: FLUSH
 DI6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6353+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6353
 DI6353  HISTORY     - Date     Condition        Report By
 DI6353  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6353
 DI6353                          STATION DESCRIPTION
 DI6353
 DI6353'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6353'THE STATION IS LOCATED 4.5 MILES (7.24 KILOMETERS) NORTHWEST OF CAPAC,
 DI6353'5.1 MILES (8.21 KILOMETERS) NORTHEAST OF IMLAY CITY, AND 9.9 MILES
 DI6353'(15.93 KILOMETERS) NORTH-NORTHEAST OF ALMONT, LOCATED ON CADE ROAD AND
 DI6353'BETWEEN BOWERS ROAD AND PETZ ROAD.
 DI6353'
 DI6353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6353'ROAD, GO NORTH ALONG CADE ROAD FOR 4.4 MILES (7.08 KILOMETERS) TO THE
 DI6353'STATION ON THE RIGHT.
 DI6353'
 DI6353'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6353'DISK STAMPED 77618 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6353'CONCRETE POST FLUSH WITH THE GROUND, 19.5 METERS (64.0 FEET) NORTHWEST
 DI6353'OF A POWER POLE, 14.3 METERS (47.0 FEET) SOUTH OF THE EXTENDED PRIVATE
 DI6353'ENTRANCE--5519--, 6.1 METERS (20.0 FEET) EAST OF THE CENTERLINE OF
 DI6353'CADE ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS
 DI6353'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6354 ***********************************************************************
 DI6354  DESIGNATION -  77619
 DI6354  PID         -  DI6354
 DI6354  STATE/COUNTY-  MI/ST CLAIR
 DI6354  COUNTRY     -  US
 DI6354  USGS QUAD   -  CAPAC (2017)
 DI6354
 DI6354                         *CURRENT SURVEY CONTROL
 DI6354  ______________________________________________________________________
 DI6354* NAD 83(2011) POSITION- 43 02 00.05846(N) 082 59 20.51899(W)   ADJUSTED
 DI6354* NAD 83(2011) ELLIP HT-   211.753 (meters)        (06/27/12)   ADJUSTED
 DI6354* NAD 83(2011) EPOCH   -  2010.00
 DI6354* NAVD 88 ORTHO HEIGHT -   246.551 (meters)      808.89  (feet) ADJUSTED
 DI6354  ______________________________________________________________________
 DI6354  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 DI6354  NAD 83(2011) X  -    569,965.846 (meters)                     COMP
 DI6354  NAD 83(2011) Y  - -4,634,665.207 (meters)                     COMP
 DI6354  NAD 83(2011) Z  -  4,330,355.126 (meters)                     COMP
 DI6354  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DI6354  DYNAMIC HEIGHT  -        246.486 (meters)      808.68  (feet) COMP
 DI6354  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 DI6354
 DI6354  VERT ORDER      -  SECOND    CLASS I
 DI6354
 DI6354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6354  Standards:
 DI6354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6354  -------------------------------------------------------------------
 DI6354  NETWORK    0.46   0.71           0.22   0.14   0.36     -0.09984998
 DI6354  -------------------------------------------------------------------
 DI6354  Click here for local accuracies and other accuracy information.
 DI6354
 DI6354.The horizontal coordinates were established by GPS observations
 DI6354.and adjusted by the National Geodetic Survey in June 2012.
 DI6354
 DI6354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6354.been affixed to the stable North American tectonic plate. See 
 DI6354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6354
 DI6354.The horizontal coordinates are valid at the epoch date displayed above
 DI6354.which is a decimal equivalence of Year/Month/Day.
 DI6354
 DI6354.The orthometric height was determined by differential leveling and
 DI6354.adjusted by the NATIONAL GEODETIC SURVEY
 DI6354.in July 2007.
 DI6354
 DI6354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6354.GEOID18 height accuracy estimate available here.
 DI6354
 DI6354.Click photographs - Photos may exist for this station.
 DI6354
 DI6354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6354
 DI6354.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6354
 DI6354.The ellipsoidal height was determined by GPS observations
 DI6354.and is referenced to NAD 83.
 DI6354
 DI6354.The dynamic height is computed by dividing the NAVD 88
 DI6354.geopotential number by the normal gravity value computed on the
 DI6354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6354.degrees latitude (g = 980.6199 gals.).
 DI6354
 DI6354.The modeled gravity was interpolated from observed gravity values.
 DI6354
 DI6354. The following values were computed from the NAD 83(2011) position.
 DI6354
 DI6354;                    North         East     Units Scale Factor Converg.
 DI6354;SPC MI S     -   171,239.575 4,112,257.716   MT  0.99991022   +0 56 15.1
 DI6354;SPC MI S     -   561,809.63 13,491,659.17   iFT  0.99991022   +0 56 15.1
 DI6354;UTM  17      - 4,766,437.992   337,962.614   MT  0.99992301   -1 21 27.6
 DI6354
 DI6354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6354!SPC MI S     -   0.99996679  x   0.99991022  =   0.99987702
 DI6354!UTM  17      -   0.99996679  x   0.99992301  =   0.99988981
 DI6354
 DI6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3796266437(NAD 83)
 DI6354
 DI6354                          SUPERSEDED SURVEY CONTROL
 DI6354
 DI6354  NAD 83(2007)-  43 02 00.05844(N)    082 59 20.51969(W) AD(2002.00) 1
 DI6354  ELLIP H (06/10/07)  211.768  (m)                       GP(2002.00) 4 1
 DI6354  NAVD 88             246.55   (m)          808.9    (f) LEVELING    3  
 DI6354
 DI6354.Superseded values are not recommended for survey control.
 DI6354
 DI6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6354.See file dsdata.pdf to determine how the superseded data were derived.
 DI6354
 DI6354_MARKER: DD = SURVEY DISK
 DI6354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6354_STAMPING: 77619 2006
 DI6354_MARK LOGO: MIDT
 DI6354_PROJECTION: FLUSH
 DI6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6354+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 DI6354
 DI6354  HISTORY     - Date     Condition        Report By
 DI6354  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6354  HISTORY     - 20200713 GOOD             MIDT
 DI6354
 DI6354                          STATION DESCRIPTION
 DI6354
 DI6354'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6354'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHWEST OF CAPAC,
 DI6354'4.5 MILES (7.24 KILOMETERS) EAST OF IMLAY CITY, AND 8.5 MILES (13.68
 DI6354'KILOMETERS) NORTHEAST OF ALMONT, LOCATED ON CADE ROAD AND BETWEEN
 DI6354'NETTNEY ROAD AND IMLAY CITY ROAD.
 DI6354'
 DI6354'TO REACH THE STATION FROM THE JUNCTION OF CADE ROAD WITH IMLAY CITY
 DI6354'ROAD, GO NORTH ALONG CADE ROAD FOR 0.66 MILES (1.06 KILOMETERS) TO THE
 DI6354'STATION ON THE LEFT.
 DI6354'
 DI6354'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6354'DISK STAMPED 77619 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6354'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 38.7 METERS
 DI6354'(127.0 FEET) SOUTH OF PRIVATE ENTRANCE--4766--, 7.0 METERS (23.0 FEET)
 DI6354'WEST OF THE CENTERLINE OF CADE ROAD, 1.8 METERS (5.8 FEET) NORTHEAST
 DI6354'OF A METAL PIPE, 1.6 METERS (5.4 FEET) WEST-SOUTHWEST OF A 12 INCH (30
 DI6354'CENTIMETER) STEEL PIPE, AND 1.0 METER (3.25 FEET) WEST OF A CARSONITE
 DI6354'WITNESS POST.
 DI6354
 DI6354                          STATION RECOVERY (2020)
 DI6354
 DI6354'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6354'THE MARK IS 3 FT (0.9 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6355 ***********************************************************************
 DI6355  DESIGNATION -  77620
 DI6355  PID         -  DI6355
 DI6355  STATE/COUNTY-  MI/ST CLAIR
 DI6355  COUNTRY     -  US
 DI6355  USGS QUAD   -  CAPAC (2017)
 DI6355
 DI6355                         *CURRENT SURVEY CONTROL
 DI6355  ______________________________________________________________________
 DI6355* NAD 83(1986) POSITION- 43 01 35.     (N) 082 58 08.     (W)   SCALED
 DI6355* NAVD 88 ORTHO HEIGHT -   249.699 (meters)      819.22  (feet) ADJUSTED
 DI6355  ______________________________________________________________________
 DI6355  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 DI6355  DYNAMIC HEIGHT  -        249.633 (meters)      819.00  (feet) COMP
 DI6355  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 DI6355
 DI6355  VERT ORDER      -  SECOND    CLASS I
 DI6355
 DI6355.The horizontal coordinates were scaled from a map and have
 DI6355.an estimated accuracy of +/- 6 seconds.
 DI6355
 DI6355.The orthometric height was determined by differential leveling and
 DI6355.adjusted by the NATIONAL GEODETIC SURVEY
 DI6355.in July 2007.
 DI6355
 DI6355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6355.GEOID18 height accuracy estimate available here.
 DI6355
 DI6355.Click photographs - Photos may exist for this station.
 DI6355
 DI6355.The dynamic height is computed by dividing the NAVD 88
 DI6355.geopotential number by the normal gravity value computed on the
 DI6355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6355.degrees latitude (g = 980.6199 gals.).
 DI6355
 DI6355.The modeled gravity was interpolated from observed gravity values.
 DI6355
 DI6355;                    North         East    Units  Estimated Accuracy
 DI6355;SPC MI S     -   170,490.    4,113,910.      MT  (+/- 180 meters Scaled)
 DI6355
 DI6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH395656(NAD 83)
 DI6355
 DI6355                          SUPERSEDED SURVEY CONTROL
 DI6355
 DI6355.No superseded survey control is available for this station.
 DI6355
 DI6355_MARKER: DD = SURVEY DISK
 DI6355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6355_STAMPING: 77620 2006
 DI6355_MARK LOGO: MIDT
 DI6355_PROJECTION: FLUSH
 DI6355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6355+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6355
 DI6355  HISTORY     - Date     Condition        Report By
 DI6355  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6355
 DI6355                          STATION DESCRIPTION
 DI6355
 DI6355'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6355'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) NORTHWEST OF CAPAC,
 DI6355'5.5 MILES (8.85 KILOMETERS) EAST OF IMLAY CITY, AND 8.3 MILES (13.36
 DI6355'KILOMETERS) NORTHEAST OF ALMONT, IN THE NORTHWEST QUADRANT OF THE
 DI6355'INTERSECTION OF IMLAY CITY ROAD WITH MARTIN ROAD.
 DI6355'
 DI6355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6355'ROAD, GO NORTH ALONG CADE ROAD FOR 2.1 MILES (3.38 KILOMETERS) TO
 DI6355'IMLAY CITY ROAD, GO EAST FOR 0.98 MILES (1.58 KILOMETERS) TO THE
 DI6355'STATION ON THE LEFT.
 DI6355'
 DI6355'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6355'DISK STAMPED 77620 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6355'CONCRETE POST FLUSH WITH THE GROUND, 12.2 METERS (40.0 FEET) NORTH OF
 DI6355'THE CENTERLINE OF IMLAY CITY ROAD, 11.6 METERS (38.0 FEET) WEST OF THE
 DI6355'CENTERLINE OF MARTIN ROAD, 9.1 METERS (29.8 FEET) SOUTHWEST OF A
 DI6355'RIGHT-OF-WAY MARKER, 2.0 METERS (6.5 FEET) SOUTH OF AN 18 INCH (46
 DI6355'CENTIMETER) CONCRETE CULVERT, AND 1.0 METERS (3.25 FEET) NORTH OF A
 DI6355'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6356 ***********************************************************************
 DI6356  DESIGNATION -  77621
 DI6356  PID         -  DI6356
 DI6356  STATE/COUNTY-  MI/ST CLAIR
 DI6356  COUNTRY     -  US
 DI6356  USGS QUAD   -  CAPAC (2017)
 DI6356
 DI6356                         *CURRENT SURVEY CONTROL
 DI6356  ______________________________________________________________________
 DI6356* NAD 83(1986) POSITION- 43 00 25.     (N) 082 55 42.     (W)   SCALED
 DI6356* NAVD 88 ORTHO HEIGHT -   246.617 (meters)      809.11  (feet) ADJUSTED
 DI6356  ______________________________________________________________________
 DI6356  GEOID HEIGHT    -        -34.841 (meters)                     GEOID18
 DI6356  DYNAMIC HEIGHT  -        246.551 (meters)      808.89  (feet) COMP
 DI6356  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 DI6356
 DI6356  VERT ORDER      -  SECOND    CLASS I
 DI6356
 DI6356.The horizontal coordinates were scaled from a map and have
 DI6356.an estimated accuracy of +/- 6 seconds.
 DI6356
 DI6356.The orthometric height was determined by differential leveling and
 DI6356.adjusted by the NATIONAL GEODETIC SURVEY
 DI6356.in July 2007.
 DI6356
 DI6356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6356.GEOID18 height accuracy estimate available here.
 DI6356
 DI6356.Click photographs - Photos may exist for this station.
 DI6356
 DI6356.The dynamic height is computed by dividing the NAVD 88
 DI6356.geopotential number by the normal gravity value computed on the
 DI6356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6356.degrees latitude (g = 980.6199 gals.).
 DI6356
 DI6356.The modeled gravity was interpolated from observed gravity values.
 DI6356
 DI6356;                    North         East    Units  Estimated Accuracy
 DI6356;SPC MI S     -   168,390.    4,117,250.      MT  (+/- 180 meters Scaled)
 DI6356
 DI6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH428633(NAD 83)
 DI6356
 DI6356                          SUPERSEDED SURVEY CONTROL
 DI6356
 DI6356.No superseded survey control is available for this station.
 DI6356
 DI6356_MARKER: DD = SURVEY DISK
 DI6356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6356_STAMPING: 77621 2006
 DI6356_MARK LOGO: MIDT
 DI6356_PROJECTION: FLUSH
 DI6356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6356+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6356
 DI6356  HISTORY     - Date     Condition        Report By
 DI6356  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6356
 DI6356                          STATION DESCRIPTION
 DI6356
 DI6356'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6356'THE STATION IS LOCATED 0.38 MILES (0.61 KILOMETERS) SOUTH OF CAPAC,
 DI6356'8.3 MILES (13.36 KILOMETERS) WEST OF EMMETT, AND 9.1 MILES (14.65
 DI6356'KILOMETERS) NORTH OF ALLENTON, IN THE SOUTHEAST QUADRANT OF FRANTZ
 DI6356'STREET AND SOUTH MAIN STREET.
 DI6356'
 DI6356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH
 DI6356'CAPAC ROAD, GO NORTH ALONG CAPAC ROAD FOR 1.4 MILES (2.25 KILOMETERS)
 DI6356'TO THE STATION ON THE RIGHT.
 DI6356'
 DI6356'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6356'DISK STAMPED 77621 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6356'CONCRETE POST FLUSH WITH THE GROUND, 12.8 METERS (42.0 FEET) WEST OF
 DI6356'THE CENTERLINE OF MAIN STREET, 7.9 METERS (26.0 FEET) WEST OF A CATCH
 DI6356'BASIN, 5.2 METERS (17.0 FEET) SOUTH OF THE CENTERLINE OF ORCHARD
 DI6356'STREET, 0.5 METERS (1.8 FEET) SOUTH OF THE BACK OF A CURB, AND 1.0
 DI6356'METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6357 ***********************************************************************
 DI6357  DESIGNATION -  77622
 DI6357  PID         -  DI6357
 DI6357  STATE/COUNTY-  MI/ST CLAIR
 DI6357  COUNTRY     -  US
 DI6357  USGS QUAD   -  ROSEBURG (2017)
 DI6357
 DI6357                         *CURRENT SURVEY CONTROL
 DI6357  ______________________________________________________________________
 DI6357* NAD 83(1986) POSITION- 43 07 40.     (N) 082 43 11.     (W)   SCALED
 DI6357* NAVD 88 ORTHO HEIGHT -   231.981 (meters)      761.09  (feet) ADJUSTED
 DI6357  ______________________________________________________________________
 DI6357  GEOID HEIGHT    -        -34.569 (meters)                     GEOID18
 DI6357  DYNAMIC HEIGHT  -        231.928 (meters)      760.92  (feet) COMP
 DI6357  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 DI6357
 DI6357  VERT ORDER      -  SECOND    CLASS I
 DI6357
 DI6357.The horizontal coordinates were scaled from a map and have
 DI6357.an estimated accuracy of +/- 6 seconds.
 DI6357
 DI6357.The orthometric height was determined by differential leveling and
 DI6357.adjusted by the NATIONAL GEODETIC SURVEY
 DI6357.in July 2007.
 DI6357
 DI6357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6357.GEOID18 height accuracy estimate available here.
 DI6357
 DI6357.Click photographs - Photos may exist for this station.
 DI6357
 DI6357.The dynamic height is computed by dividing the NAVD 88
 DI6357.geopotential number by the normal gravity value computed on the
 DI6357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6357.degrees latitude (g = 980.6199 gals.).
 DI6357
 DI6357.The modeled gravity was interpolated from observed gravity values.
 DI6357
 DI6357;                    North         East    Units  Estimated Accuracy
 DI6357;SPC MI S     -   182,120.    4,134,000.      MT  (+/- 180 meters Scaled)
 DI6357
 DI6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH601764(NAD 83)
 DI6357
 DI6357                          SUPERSEDED SURVEY CONTROL
 DI6357
 DI6357.No superseded survey control is available for this station.
 DI6357
 DI6357_MARKER: DD = SURVEY DISK
 DI6357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6357_STAMPING: 77622 2006
 DI6357_MARK LOGO: MIDT
 DI6357_PROJECTION: FLUSH
 DI6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6357+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6357
 DI6357  HISTORY     - Date     Condition        Report By
 DI6357  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6357
 DI6357                          STATION DESCRIPTION
 DI6357
 DI6357'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6357'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) EAST OF YALE, 8.3
 DI6357'MILES (13.36 KILOMETERS) SOUTHEAST OF MELVIN, AND 9.7 MILES (15.61
 DI6357'KILOMETERS) NORTHEAST OF EMMETT, LOCATED ON BROWN ROAD AND BETWEEN
 DI6357'YALE ROAD AND OATMAN ROAD.
 DI6357'
 DI6357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (EMMETT
 DI6357'ROAD) WITH YALE ROAD, GO EAST ALONG YALE ROAD FOR 4.0 MILES (6.44
 DI6357'KILOMETERS) TO BROWN ROAD, TURN RIGHT AND GO SOUTH ON BROWN ROAD FOR
 DI6357'0.29 MILES (0.47 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6357'
 DI6357'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6357'DISK STAMPED 77622 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6357'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 156.1 METERS
 DI6357'(512.0 FEET) NORTH OF THE EXTENDED PRIVATE ENTRANCE--7801--, 118.9
 DI6357'METERS (390.0 FEET) NORTH OF THE EXTENDED PRIVATE ENTRANCE--7874--,
 DI6357'30.8 METERS (101.0 FEET) NORTHWEST OF A POWER POLE, 6.4 METERS (21.0
 DI6357'FEET) WEST OF THE CENTERLINE OF BROWN ROAD, AND 1.0 METERS (3.25 FEET)
 DI6357'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6358 ***********************************************************************
 DI6358  DESIGNATION -  77623
 DI6358  PID         -  DI6358
 DI6358  STATE/COUNTY-  MI/ST CLAIR
 DI6358  COUNTRY     -  US
 DI6358  USGS QUAD   -  AVOCA (2017)
 DI6358
 DI6358                         *CURRENT SURVEY CONTROL
 DI6358  ______________________________________________________________________
 DI6358* NAD 83(2011) POSITION- 43 06 19.03327(N) 082 43 05.78450(W)   ADJUSTED
 DI6358* NAD 83(2011) ELLIP HT-   199.238 (meters)        (06/27/12)   ADJUSTED
 DI6358* NAD 83(2011) EPOCH   -  2010.00
 DI6358* NAVD 88 ORTHO HEIGHT -   233.822 (meters)      767.13  (feet) ADJUSTED
 DI6358  ______________________________________________________________________
 DI6358  GEOID HEIGHT    -        -34.594 (meters)                     GEOID18
 DI6358  NAD 83(2011) X  -    591,168.281 (meters)                     COMP
 DI6358  NAD 83(2011) Y  - -4,626,497.303 (meters)                     COMP
 DI6358  NAD 83(2011) Z  -  4,336,185.020 (meters)                     COMP
 DI6358  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DI6358  DYNAMIC HEIGHT  -        233.768 (meters)      766.95  (feet) COMP
 DI6358  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 DI6358
 DI6358  VERT ORDER      -  SECOND    CLASS I
 DI6358
 DI6358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6358  Standards:
 DI6358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6358  -------------------------------------------------------------------
 DI6358  NETWORK    0.32   0.53           0.14   0.12   0.27     -0.02774628
 DI6358  -------------------------------------------------------------------
 DI6358  Click here for local accuracies and other accuracy information.
 DI6358
 DI6358.The horizontal coordinates were established by GPS observations
 DI6358.and adjusted by the National Geodetic Survey in June 2012.
 DI6358
 DI6358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6358.been affixed to the stable North American tectonic plate. See 
 DI6358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6358
 DI6358.The horizontal coordinates are valid at the epoch date displayed above
 DI6358.which is a decimal equivalence of Year/Month/Day.
 DI6358
 DI6358.The orthometric height was determined by differential leveling and
 DI6358.adjusted by the NATIONAL GEODETIC SURVEY
 DI6358.in July 2007.
 DI6358
 DI6358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6358.GEOID18 height accuracy estimate available here.
 DI6358
 DI6358.Click photographs - Photos may exist for this station.
 DI6358
 DI6358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6358
 DI6358.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6358
 DI6358.The ellipsoidal height was determined by GPS observations
 DI6358.and is referenced to NAD 83.
 DI6358
 DI6358.The dynamic height is computed by dividing the NAVD 88
 DI6358.geopotential number by the normal gravity value computed on the
 DI6358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6358.degrees latitude (g = 980.6199 gals.).
 DI6358
 DI6358.The modeled gravity was interpolated from observed gravity values.
 DI6358
 DI6358. The following values were computed from the NAD 83(2011) position.
 DI6358
 DI6358;                    North         East     Units Scale Factor Converg.
 DI6358;SPC MI S     -   179,625.654 4,134,161.771   MT  0.99991425   +1 07 18.4
 DI6358;SPC MI S     -   589,323.01 13,563,522.87   iFT  0.99991425   +1 07 18.4
 DI6358;UTM  17      - 4,773,939.699   360,184.310   MT  0.99984048   -1 10 27.7
 DI6358
 DI6358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6358!SPC MI S     -   0.99996876  x   0.99991425  =   0.99988301
 DI6358!UTM  17      -   0.99996876  x   0.99984048  =   0.99980924
 DI6358
 DI6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6018473939(NAD 83)
 DI6358
 DI6358                          SUPERSEDED SURVEY CONTROL
 DI6358
 DI6358  NAD 83(2007)-  43 06 19.03325(N)    082 43 05.78532(W) AD(2002.00) 1
 DI6358  ELLIP H (06/10/07)  199.259  (m)                       GP(2002.00) 4 1
 DI6358  NAVD 88             233.82   (m)          767.1    (f) LEVELING    3  
 DI6358
 DI6358.Superseded values are not recommended for survey control.
 DI6358
 DI6358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6358.See file dsdata.pdf to determine how the superseded data were derived.
 DI6358
 DI6358_MARKER: DD = SURVEY DISK
 DI6358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6358_STAMPING: 77623 2006
 DI6358_MARK LOGO: MIDT
 DI6358_PROJECTION: FLUSH
 DI6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6358+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6358
 DI6358  HISTORY     - Date     Condition        Report By
 DI6358  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6358
 DI6358                          STATION DESCRIPTION
 DI6358
 DI6358'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6358'THE STATION IS LOCATED 4.4 MILES (7.08 KILOMETERS) SOUTHEAST OF YALE,
 DI6358'3.3 MILES (5.31 KILOMETERS) NORTH-NORTHWEST OF AVOCA, AND 8.3 MILES
 DI6358'(13.36 KILOMETERS) NORTH-NORTHEAST OF EMMETT, IN THE NORTHWEST
 DI6358'QUADRANT OF THE INTERSECTION OF BROWN ROAD WITH WILKES ROAD.
 DI6358'
 DI6358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (EMMETT
 DI6358'ROAD) WITH YALE ROAD, GO EAST ALONG YALE ROAD FOR 4.0 MILES (6.44
 DI6358'KILOMETERS) TO BROWN ROAD, TURN RIGHT AND GO SOUTH ON BROWN ROAD FOR
 DI6358'1.8 MILES (2.9 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6358'
 DI6358'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6358'DISK STAMPED 77623 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6358'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 198.1 METERS
 DI6358'(650.0 FEET) NORTH OF WILKES ROAD, 18.3 METERS (60.0 FEET) WEST OF A
 DI6358'WOOD FENCE, 9.1 METERS (30.0 FEET) WEST OF THE CENTERLINE OF BROWN
 DI6358'ROAD, AND 1.0 METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6433 ***********************************************************************
 DI6433  DESIGNATION -  77624
 DI6433  PID         -  DI6433
 DI6433  STATE/COUNTY-  MI/ST CLAIR
 DI6433  COUNTRY     -  US
 DI6433  USGS QUAD   -  AVOCA (2017)
 DI6433
 DI6433                         *CURRENT SURVEY CONTROL
 DI6433  ______________________________________________________________________
 DI6433* NAD 83(1986) POSITION- 43 02 56.     (N) 082 38 07.     (W)   SCALED
 DI6433* NAVD 88 ORTHO HEIGHT -   216.585 (meters)      710.58  (feet) ADJUSTED
 DI6433  ______________________________________________________________________
 DI6433  GEOID HEIGHT    -        -34.695 (meters)                     GEOID18
 DI6433  DYNAMIC HEIGHT  -        216.534 (meters)      710.41  (feet) COMP
 DI6433  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 DI6433
 DI6433  VERT ORDER      -  SECOND    CLASS I
 DI6433
 DI6433.The horizontal coordinates were scaled from a map and have
 DI6433.an estimated accuracy of +/- 6 seconds.
 DI6433
 DI6433.The orthometric height was determined by differential leveling and
 DI6433.adjusted by the NATIONAL GEODETIC SURVEY
 DI6433.in July 2007.
 DI6433
 DI6433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6433.GEOID18 height accuracy estimate available here.
 DI6433
 DI6433.Click photographs - Photos may exist for this station.
 DI6433
 DI6433.The dynamic height is computed by dividing the NAVD 88
 DI6433.geopotential number by the normal gravity value computed on the
 DI6433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6433.degrees latitude (g = 980.6199 gals.).
 DI6433
 DI6433.The modeled gravity was interpolated from observed gravity values.
 DI6433
 DI6433;                    North         East    Units  Estimated Accuracy
 DI6433;SPC MI S     -   173,500.    4,141,050.      MT  (+/- 180 meters Scaled)
 DI6433
 DI6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH668675(NAD 83)
 DI6433
 DI6433                          SUPERSEDED SURVEY CONTROL
 DI6433
 DI6433.No superseded survey control is available for this station.
 DI6433
 DI6433_MARKER: DD = SURVEY DISK
 DI6433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6433_STAMPING: 77624 2006
 DI6433_MARK LOGO: MIDT
 DI6433_PROJECTION: FLUSH
 DI6433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6433+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6433
 DI6433  HISTORY     - Date     Condition        Report By
 DI6433  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6433
 DI6433                          STATION DESCRIPTION
 DI6433
 DI6433'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6433'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) SOUTHEAST OF AVOCA,
 DI6433'5.0 MILES (8.05 KILOMETERS) NORTH-NORTHEAST OF GOODELLS, AND 5.5 MILES
 DI6433'(8.85 KILOMETERS) WEST OF NORTH STREET, IN THE NORTHWEST QUADRANT OF
 DI6433'THE INTERSECTION OF BEARD ROAD WITH CRIBBINS ROAD.
 DI6433'
 DI6433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-136 (AVOCA
 DI6433'ROAD) WITH CRIBBINS ROAD, GO SOUTH ALONG CRIBBINS ROAD FOR 0.98 MILES
 DI6433'(1.58 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6433'
 DI6433'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6433'DISK STAMPED 77624 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6433'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.3 METERS (47.0
 DI6433'FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCES--7511, 7485,
 DI6433'AND 7401--, 10.1 METERS (33.0 FEET) NORTH OF THE CENTERLINE OF BEARD
 DI6433'ROAD, 9.8 METERS (32.0 FEET) WEST OF THE CENTERLINE OF CRIBBINS ROAD,
 DI6433'3.7 METERS (12.0 FEET) NORTHWEST OF A 20 INCH (51 CENTIMETER) CULVERT
 DI6433'RUNNING EAST AND WEST, AND 1.0 METER (3.25 FEET) NORTH OF A CARSONITE
 DI6433'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6359 ***********************************************************************
 DI6359  DESIGNATION -  77625
 DI6359  PID         -  DI6359
 DI6359  STATE/COUNTY-  MI/ST CLAIR
 DI6359  COUNTRY     -  US
 DI6359  USGS QUAD   -  AVOCA (2017)
 DI6359
 DI6359                         *CURRENT SURVEY CONTROL
 DI6359  ______________________________________________________________________
 DI6359* NAD 83(2011) POSITION- 43 01 38.38699(N) 082 38 01.90897(W)   ADJUSTED
 DI6359* NAD 83(2011) ELLIP HT-   180.687 (meters)        (06/27/12)   ADJUSTED
 DI6359* NAD 83(2011) EPOCH   -  2010.00
 DI6359* NAVD 88 ORTHO HEIGHT -   215.405 (meters)      706.71  (feet) ADJUSTED
 DI6359  ______________________________________________________________________
 DI6359  GEOID HEIGHT    -        -34.725 (meters)                     GEOID18
 DI6359  NAD 83(2011) X  -    598,740.027 (meters)                     COMP
 DI6359  NAD 83(2011) Y  - -4,631,473.118 (meters)                     COMP
 DI6359  NAD 83(2011) Z  -  4,329,845.049 (meters)                     COMP
 DI6359  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DI6359  DYNAMIC HEIGHT  -        215.353 (meters)      706.54  (feet) COMP
 DI6359  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 DI6359
 DI6359  VERT ORDER      -  SECOND    CLASS I
 DI6359
 DI6359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6359  Standards:
 DI6359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6359  -------------------------------------------------------------------
 DI6359  NETWORK    0.24   0.41           0.11   0.08   0.21     -0.02486910
 DI6359  -------------------------------------------------------------------
 DI6359  Click here for local accuracies and other accuracy information.
 DI6359
 DI6359.The horizontal coordinates were established by GPS observations
 DI6359.and adjusted by the National Geodetic Survey in June 2012.
 DI6359
 DI6359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6359.been affixed to the stable North American tectonic plate. See 
 DI6359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6359
 DI6359.The horizontal coordinates are valid at the epoch date displayed above
 DI6359.which is a decimal equivalence of Year/Month/Day.
 DI6359
 DI6359.The orthometric height was determined by differential leveling and
 DI6359.adjusted by the NATIONAL GEODETIC SURVEY
 DI6359.in July 2007.
 DI6359
 DI6359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6359.GEOID18 height accuracy estimate available here.
 DI6359
 DI6359.Click photographs - Photos may exist for this station.
 DI6359
 DI6359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6359
 DI6359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6359
 DI6359.The ellipsoidal height was determined by GPS observations
 DI6359.and is referenced to NAD 83.
 DI6359
 DI6359.The dynamic height is computed by dividing the NAVD 88
 DI6359.geopotential number by the normal gravity value computed on the
 DI6359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6359.degrees latitude (g = 980.6199 gals.).
 DI6359
 DI6359.The modeled gravity was interpolated from observed gravity values.
 DI6359
 DI6359. The following values were computed from the NAD 83(2011) position.
 DI6359
 DI6359;                    North         East     Units Scale Factor Converg.
 DI6359;SPC MI S     -   171,105.611 4,141,209.113   MT  0.99990995   +1 10 45.2
 DI6359;SPC MI S     -   561,370.11 13,586,644.07   iFT  0.99990995   +1 10 45.2
 DI6359;UTM  17      - 4,765,144.989   366,884.236   MT  0.99981799   -1 06 54.1
 DI6359
 DI6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6359!SPC MI S     -   0.99997166  x   0.99990995  =   0.99988162
 DI6359!UTM  17      -   0.99997166  x   0.99981799  =   0.99978966
 DI6359
 DI6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6688465144(NAD 83)
 DI6359
 DI6359                          SUPERSEDED SURVEY CONTROL
 DI6359
 DI6359  NAD 83(2007)-  43 01 38.38700(N)    082 38 01.90982(W) AD(2002.00) 1
 DI6359  ELLIP H (06/10/07)  180.706  (m)                       GP(2002.00) 4 1
 DI6359  NAVD 88             215.41   (m)          706.7    (f) LEVELING    3  
 DI6359
 DI6359.Superseded values are not recommended for survey control.
 DI6359
 DI6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6359.See file dsdata.pdf to determine how the superseded data were derived.
 DI6359
 DI6359_MARKER: DD = SURVEY DISK
 DI6359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6359_STAMPING: 77625 2006
 DI6359_MARK LOGO: MIDT
 DI6359_PROJECTION: FLUSH
 DI6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6359+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 DI6359
 DI6359  HISTORY     - Date     Condition        Report By
 DI6359  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6359  HISTORY     - 20200805 GOOD             MIDT
 DI6359
 DI6359                          STATION DESCRIPTION
 DI6359
 DI6359'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6359'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) SOUTHEAST OF AVOCA,
 DI6359'5.8 MILES (9.33 KILOMETERS) SOUTHWEST OF NORTH STREET, AND 3.6 MILES
 DI6359'(5.79 KILOMETERS) NORTH-NORTHEAST OF GOODELLS, LOCATED ON CRIBBINS
 DI6359'ROAD AND BETWEEN IMLAY CITY ROAD AND BRYCE ROAD.
 DI6359'
 DI6359'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-136 (AVOCA
 DI6359'ROAD) WITH CRIBBINS ROAD, GO SOUTH ALONG CRIBBINS ROAD FOR 2.5 MILES
 DI6359'(4.02 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6359'
 DI6359'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6359'DISK STAMPED 77625 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6359'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 43.9 METERS
 DI6359'(144.0 FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--4249--, 12.6
 DI6359'METERS (41.2 FEET) NORTH-NORTHEAST OF A CORNER FENCE POST, 7.0 METERS
 DI6359'(23.0 FEET) WEST OF THE CENTERLINE OF CRIBBINS ROAD, AND 3.0 METERS
 DI6359'(10.0 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6359
 DI6359                          STATION RECOVERY (2020)
 DI6359
 DI6359'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6360 ***********************************************************************
 DI6360  DESIGNATION -  77626
 DI6360  PID         -  DI6360
 DI6360  STATE/COUNTY-  MI/ST CLAIR
 DI6360  COUNTRY     -  US
 DI6360  USGS QUAD   -  SMITHS CREEK (2017)
 DI6360
 DI6360                         *CURRENT SURVEY CONTROL
 DI6360  ______________________________________________________________________
 DI6360* NAD 83(1986) POSITION- 42 56 47.     (N) 082 36 08.     (W)   SCALED
 DI6360* NAVD 88 ORTHO HEIGHT -   196.543 (meters)      644.82  (feet) ADJUSTED
 DI6360  ______________________________________________________________________
 DI6360  GEOID HEIGHT    -        -34.855 (meters)                     GEOID18
 DI6360  DYNAMIC HEIGHT  -        196.493 (meters)      644.66  (feet) COMP
 DI6360  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 DI6360
 DI6360  VERT ORDER      -  SECOND    CLASS I
 DI6360
 DI6360.The horizontal coordinates were scaled from a map and have
 DI6360.an estimated accuracy of +/- 6 seconds.
 DI6360
 DI6360.The orthometric height was determined by differential leveling and
 DI6360.adjusted by the NATIONAL GEODETIC SURVEY
 DI6360.in July 2007.
 DI6360
 DI6360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6360.GEOID18 height accuracy estimate available here.
 DI6360
 DI6360.Click photographs - Photos may exist for this station.
 DI6360
 DI6360.The dynamic height is computed by dividing the NAVD 88
 DI6360.geopotential number by the normal gravity value computed on the
 DI6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6360.degrees latitude (g = 980.6199 gals.).
 DI6360
 DI6360.The modeled gravity was interpolated from observed gravity values.
 DI6360
 DI6360;                    North         East    Units  Estimated Accuracy
 DI6360;SPC MI S     -   162,170.    4,143,980.      MT  (+/- 180 meters Scaled)
 DI6360
 DI6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH692561(NAD 83)
 DI6360
 DI6360                          SUPERSEDED SURVEY CONTROL
 DI6360
 DI6360.No superseded survey control is available for this station.
 DI6360
 DI6360_MARKER: DD = SURVEY DISK
 DI6360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6360_STAMPING: 77626 2006
 DI6360_MARK LOGO: MIDT
 DI6360_PROJECTION: FLUSH
 DI6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6360+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6360
 DI6360  HISTORY     - Date     Condition        Report By
 DI6360  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6360
 DI6360                          STATION DESCRIPTION
 DI6360
 DI6360'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6360'THE STATION IS LOCATED 4.1 MILES (6.6 KILOMETERS) SOUTHEAST OF
 DI6360'GOODELLS, 5.3 MILES (8.53 KILOMETERS) NORTHEAST OF COLUMBUS, AND 2.1
 DI6360'MILES (3.38 KILOMETERS) NORTH OF SMITHS CREEK, IN THE SOUTHEAST
 DI6360'QUADRANT OF THE INTERSECTION OF RICHMAN ROAD WITH DOVE ROAD.
 DI6360'
 DI6360'TO REACH THE STATION FROM THE JUNCTION OF SMITHS CREEK ROAD WITH
 DI6360'RICHMAN ROAD, GO NORTH ON RICHMAN ROAD FOR 1.9 MILES (3.06 KILOMETERS)
 DI6360'TO THE STATION ON THE RIGHT.
 DI6360'
 DI6360'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6360'DISK STAMPED 77626 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6360'CONCRETE POST FLUSH WITH THE GROUND, 26.3 METERS (86.2 FEET) NORTHWEST
 DI6360'OF A TELEPHONE POLE, 21.7 METERS (71.2 FEET) NORTH-NORTHWEST OF A
 DI6360'TELEPHONE PEDESTAL, 9.5 METERS (31.3 FEET) NORTH OF THE CENTERLINE OF
 DI6360'PRIVATE ENTRANCE--1470--, 4.8 METERS (15.8 FEET) EAST OF THE
 DI6360'CENTERLINE OF RICHMAN ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A
 DI6360'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6392 ***********************************************************************
 DI6392  DESIGNATION -  77627
 DI6392  PID         -  DI6392
 DI6392  STATE/COUNTY-  MI/ST CLAIR
 DI6392  COUNTRY     -  US
 DI6392  USGS QUAD   -  SMITHS CREEK (2017)
 DI6392
 DI6392                         *CURRENT SURVEY CONTROL
 DI6392  ______________________________________________________________________
 DI6392* NAD 83(1986) POSITION- 42 55 21.     (N) 082 36 03.     (W)   SCALED
 DI6392* NAVD 88 ORTHO HEIGHT -   193.296 (meters)      634.17  (feet) ADJUSTED
 DI6392  ______________________________________________________________________
 DI6392  GEOID HEIGHT    -        -34.887 (meters)                     GEOID18
 DI6392  DYNAMIC HEIGHT  -        193.246 (meters)      634.01  (feet) COMP
 DI6392  MODELED GRAVITY -    980,359.0   (mgal)                       NAVD 88
 DI6392
 DI6392  VERT ORDER      -  SECOND    CLASS I
 DI6392
 DI6392.The horizontal coordinates were scaled from a map and have
 DI6392.an estimated accuracy of +/- 6 seconds.
 DI6392
 DI6392.The orthometric height was determined by differential leveling and
 DI6392.adjusted by the NATIONAL GEODETIC SURVEY
 DI6392.in July 2007.
 DI6392
 DI6392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6392.GEOID18 height accuracy estimate available here.
 DI6392
 DI6392.Click photographs - Photos may exist for this station.
 DI6392
 DI6392.The dynamic height is computed by dividing the NAVD 88
 DI6392.geopotential number by the normal gravity value computed on the
 DI6392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6392.degrees latitude (g = 980.6199 gals.).
 DI6392
 DI6392.The modeled gravity was interpolated from observed gravity values.
 DI6392
 DI6392;                    North         East    Units  Estimated Accuracy
 DI6392;SPC MI S     -   159,520.    4,144,150.      MT  (+/- 180 meters Scaled)
 DI6392
 DI6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH693534(NAD 83)
 DI6392
 DI6392                          SUPERSEDED SURVEY CONTROL
 DI6392
 DI6392.No superseded survey control is available for this station.
 DI6392
 DI6392_MARKER: DD = SURVEY DISK
 DI6392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6392_STAMPING: 77627 2006
 DI6392_MARK LOGO: MIDT
 DI6392_PROJECTION: FLUSH
 DI6392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6392+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2025
 DI6392
 DI6392  HISTORY     - Date     Condition        Report By
 DI6392  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6392  HISTORY     - 20250728 GOOD             MIDT
 DI6392
 DI6392                          STATION DESCRIPTION
 DI6392
 DI6392'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6392'THE STATION IS LOCATED 5.2 MILES (8.37 KILOMETERS) SOUTHEAST OF
 DI6392'GOODELLS, 4.2 MILES (6.76 KILOMETERS) NORTHEAST OF COLUMBUS, AND 0.68
 DI6392'MILES (1.09 KILOMETERS) NORTH OF SMITHS CREEK, LOCATED ON THE WEST
 DI6392'SIDE OF RICHMAN ROAD AND BETWEEN RAVENSWOOD ROAD AND SMITHS CREEK
 DI6392'ROAD.
 DI6392'
 DI6392'TO REACH THE STATION FROM THE JUNCTION OF SMITHS CREEK ROAD WITH
 DI6392'RICHMAN ROAD, GO NORTH ON RICHMAN ROAD FOR 0.4 MILES (0.64 KILOMETERS)
 DI6392'TO THE STATION ON THE LEFT.
 DI6392'
 DI6392'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6392'DISK STAMPED 77627 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6392'CONCRETE POST FLUSH WITH THE GROUND, 25.5 METERS (83.7 FEET) TO THE
 DI6392'CENTER OF PRIVATE ENTRANCE--700--, 6.1 METERS (20.0 FEET) WEST OF THE
 DI6392'CENTERLINE OF RICHMAN ROAD, 6.0 METERS (19.7 FEET) SOUTHEAST OF A
 DI6392'UTILITY POLE, 5.5 METERS (18.0 FEET) SOUTHEAST OF A PROPERTY IRON, AND
 DI6392'1.0 METERS (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6392
 DI6392                          STATION RECOVERY (2025)
 DI6392
 DI6392'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6393 ***********************************************************************
 DI6393  DESIGNATION -  77628
 DI6393  PID         -  DI6393
 DI6393  STATE/COUNTY-  MI/ST CLAIR
 DI6393  COUNTRY     -  US
 DI6393  USGS QUAD   -  SMITHS CREEK (2017)
 DI6393
 DI6393                         *CURRENT SURVEY CONTROL
 DI6393  ______________________________________________________________________
 DI6393* NAD 83(1986) POSITION- 42 55 07.     (N) 082 33 46.     (W)   SCALED
 DI6393* NAVD 88 ORTHO HEIGHT -   191.195 (meters)      627.28  (feet) ADJUSTED
 DI6393  ______________________________________________________________________
 DI6393  GEOID HEIGHT    -        -34.899 (meters)                     GEOID18
 DI6393  DYNAMIC HEIGHT  -        191.146 (meters)      627.12  (feet) COMP
 DI6393  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 DI6393
 DI6393  VERT ORDER      -  SECOND    CLASS I
 DI6393
 DI6393.The horizontal coordinates were scaled from a map and have
 DI6393.an estimated accuracy of +/- 6 seconds.
 DI6393
 DI6393.The orthometric height was determined by differential leveling and
 DI6393.adjusted by the NATIONAL GEODETIC SURVEY
 DI6393.in July 2007.
 DI6393
 DI6393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6393.GEOID18 height accuracy estimate available here.
 DI6393
 DI6393.Click photographs - Photos may exist for this station.
 DI6393
 DI6393.The dynamic height is computed by dividing the NAVD 88
 DI6393.geopotential number by the normal gravity value computed on the
 DI6393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6393.degrees latitude (g = 980.6199 gals.).
 DI6393
 DI6393.The modeled gravity was interpolated from observed gravity values.
 DI6393
 DI6393;                    North         East    Units  Estimated Accuracy
 DI6393;SPC MI S     -   159,150.    4,147,260.      MT  (+/- 180 meters Scaled)
 DI6393
 DI6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH724529(NAD 83)
 DI6393
 DI6393                          SUPERSEDED SURVEY CONTROL
 DI6393
 DI6393.No superseded survey control is available for this station.
 DI6393
 DI6393_MARKER: DD = SURVEY DISK
 DI6393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6393_STAMPING: 77628 2006
 DI6393_MARK LOGO: MIDT
 DI6393_PROJECTION: FLUSH
 DI6393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6393+STABILITY: SURFACE MOTION
 DI6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6393+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 DI6393
 DI6393  HISTORY     - Date     Condition        Report By
 DI6393  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6393  HISTORY     - 20200325 GOOD             MCA
 DI6393
 DI6393                          STATION DESCRIPTION
 DI6393
 DI6393'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6393'THE STATION IS LOCATED 6.7 MILES (10.78 KILOMETERS) SOUTHEAST OF
 DI6393'GOODELLS, 5.6 MILES (9.01 KILOMETERS) NORTHEAST OF COLUMBUS, AND 2.1
 DI6393'MILES (3.38 KILOMETERS) NORTHEAST OF SMITHS CREEK, IN THE NORTHWEST
 DI6393'QUADRANT OF THE INTERSECTION OF NORTH PINE RIVER ROAD WITH SMITHS
 DI6393'CREEK ROAD.
 DI6393'
 DI6393'TO REACH THE STATION FROM THE JUNCTION OF SMITHS CREEK ROAD WITH
 DI6393'RICHMAN ROAD, GO EAST ON SMITHS CREEK ROAD FOR 1.9 MILES (3.06
 DI6393'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6393'
 DI6393'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6393'DISK STAMPED 77628 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6393'CONCRETE POST FLUSH WITH THE GROUND, 24.1 METERS (79.2 FEET) TO THE
 DI6393'EXTENDED PRIVATE ENTRANCE--6044--, 17.5 METERS (57.3 FEET) NORTHWEST
 DI6393'OF A UTILITY POLE, 14.6 METERS (48.0 FEET) NORTH OF THE CENTERLINE OF
 DI6393'SMITHS CREEK ROAD, 5.5 METERS (18.0 FEET) WEST OF THE CENTERLINE OF
 DI6393'NORTH PINE RIVER ROAD, 3.1 METERS (10.2 FEET) SOUTHEAST OF A TELEPHONE
 DI6393'PEDESTAL, AND 1.0 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6393
 DI6393                          STATION RECOVERY (2020)
 DI6393
 DI6393'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6232 ***********************************************************************
 DI6232  DESIGNATION -  77629
 DI6232  PID         -  DI6232
 DI6232  STATE/COUNTY-  MI/ST CLAIR
 DI6232  COUNTRY     -  US
 DI6232  USGS QUAD   -  SMITHS CREEK (2017)
 DI6232
 DI6232                         *CURRENT SURVEY CONTROL
 DI6232  ______________________________________________________________________
 DI6232* NAD 83(1986) POSITION- 42 55 10.     (N) 082 32 06.     (W)   SCALED
 DI6232* NAVD 88 ORTHO HEIGHT -   195.562 (meters)      641.61  (feet) ADJUSTED
 DI6232  ______________________________________________________________________
 DI6232  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 DI6232  DYNAMIC HEIGHT  -        195.512 (meters)      641.44  (feet) COMP
 DI6232  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 DI6232
 DI6232  VERT ORDER      -  SECOND    CLASS I
 DI6232
 DI6232.The horizontal coordinates were scaled from a map and have
 DI6232.an estimated accuracy of +/- 6 seconds.
 DI6232
 DI6232.The orthometric height was determined by differential leveling and
 DI6232.adjusted by the NATIONAL GEODETIC SURVEY
 DI6232.in July 2007.
 DI6232
 DI6232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6232.GEOID18 height accuracy estimate available here.
 DI6232
 DI6232.Click photographs - Photos may exist for this station.
 DI6232
 DI6232.The dynamic height is computed by dividing the NAVD 88
 DI6232.geopotential number by the normal gravity value computed on the
 DI6232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6232.degrees latitude (g = 980.6199 gals.).
 DI6232
 DI6232.The modeled gravity was interpolated from observed gravity values.
 DI6232
 DI6232;                    North         East    Units  Estimated Accuracy
 DI6232;SPC MI S     -   159,300.    4,149,530.      MT  (+/- 180 meters Scaled)
 DI6232
 DI6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747530(NAD 83)
 DI6232
 DI6232                          SUPERSEDED SURVEY CONTROL
 DI6232
 DI6232.No superseded survey control is available for this station.
 DI6232
 DI6232_MARKER: DD = SURVEY DISK
 DI6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6232_STAMPING: 77629 2006
 DI6232_MARK LOGO: MIDT
 DI6232_PROJECTION: FLUSH
 DI6232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6232+STABILITY: SURFACE MOTION
 DI6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6232+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 DI6232
 DI6232  HISTORY     - Date     Condition        Report By
 DI6232  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6232  HISTORY     - 20200325 GOOD             MCA
 DI6232
 DI6232                          STATION DESCRIPTION
 DI6232
 DI6232'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6232'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) WEST OF MARYSVILLE,
 DI6232'3.5 MILES (5.63 KILOMETERS) EAST OF SMITHS CREEK, AND 7.0 MILES (11.27
 DI6232'KILOMETERS) NORTH-NORTHWEST OF SAINT CLAIR, LOCATED ON SMITHS CREEK
 DI6232'ROAD AND BETWEEN WADHAMS ROAD AND ALLEN ROAD.
 DI6232'
 DI6232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 WITH
 DI6232'RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.74 MILES (1.19 KILOMETERS)
 DI6232'TO SMITHS CREEK ROAD, GO WEST ON SMITHS CREEK ROAD FOR 1.8 MILES (2.9
 DI6232'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6232'
 DI6232'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6232'DISK STAMPED 77629 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6232'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.0 METERS (69.0
 DI6232'FEET) TO A CATCH BASIN, 7.2 METERS (23.7 FEET) NORTH OF THE CENTERLINE
 DI6232'OF SMITHS CREEK ROAD, 2.6 METERS (8.5 FEET) SOUTHEAST OF A POWER POLE,
 DI6232'AND 1.0 METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6232
 DI6232                          STATION RECOVERY (2020)
 DI6232
 DI6232'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6233 ***********************************************************************
 DI6233  DESIGNATION -  77630
 DI6233  PID         -  DI6233
 DI6233  STATE/COUNTY-  MI/ST CLAIR
 DI6233  COUNTRY     -  US
 DI6233  USGS QUAD   -  MEMPHIS (2017)
 DI6233
 DI6233                         *CURRENT SURVEY CONTROL
 DI6233  ______________________________________________________________________
 DI6233* NAD 83(1986) POSITION- 42 54 02.     (N) 082 46 09.     (W)   SCALED
 DI6233* NAVD 88 ORTHO HEIGHT -   217.936 (meters)      715.01  (feet) ADJUSTED
 DI6233  ______________________________________________________________________
 DI6233  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 DI6233  DYNAMIC HEIGHT  -        217.877 (meters)      714.82  (feet) COMP
 DI6233  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 DI6233
 DI6233  VERT ORDER      -  SECOND    CLASS I
 DI6233
 DI6233.The horizontal coordinates were scaled from a map and have
 DI6233.an estimated accuracy of +/- 6 seconds.
 DI6233
 DI6233.The orthometric height was determined by differential leveling and
 DI6233.adjusted by the NATIONAL GEODETIC SURVEY
 DI6233.in July 2007.
 DI6233
 DI6233.No vertical observational check was made to the station.
 DI6233
 DI6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6233.GEOID18 height accuracy estimate available here.
 DI6233
 DI6233.Click photographs - Photos may exist for this station.
 DI6233
 DI6233.The dynamic height is computed by dividing the NAVD 88
 DI6233.geopotential number by the normal gravity value computed on the
 DI6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6233.degrees latitude (g = 980.6199 gals.).
 DI6233
 DI6233.The modeled gravity was interpolated from observed gravity values.
 DI6233
 DI6233;                    North         East    Units  Estimated Accuracy
 DI6233;SPC MI S     -   156,810.    4,130,450.      MT  (+/- 180 meters Scaled)
 DI6233
 DI6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH555512(NAD 83)
 DI6233
 DI6233                          SUPERSEDED SURVEY CONTROL
 DI6233
 DI6233.No superseded survey control is available for this station.
 DI6233
 DI6233_MARKER: DD = SURVEY DISK
 DI6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6233_STAMPING: 77630 2006
 DI6233_MARK LOGO: MIDT
 DI6233_PROJECTION: FLUSH
 DI6233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6233+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 DI6233
 DI6233  HISTORY     - Date     Condition        Report By
 DI6233  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6233  HISTORY     - 20130930 GOOD             SPALD
 DI6233
 DI6233                          STATION DESCRIPTION
 DI6233
 DI6233'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6233'THE STATION IS LOCATED 6.4 MILES (10.3 KILOMETERS) NORTH OF RICHMOND,
 DI6233'0.3 MILES (0.48 KILOMETERS) NORTH OF MEMPHIS, AND 5.6 MILES (9.01
 DI6233'KILOMETERS) NORTHWEST OF COLUMBUS, IN THE NORTHEAST QUADRANT OF THE
 DI6233'INTERSECTION OF MAIN STREET WITH PARK DRIVE.
 DI6233'
 DI6233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MEMPHIS
 DI6233'RIDGE ROAD AND MAIN STREET) WITH BORDMAN ROAD, GO NORTH ALONG STATE
 DI6233'HIGHWAY M-19 FOR 0.3 MILES (0.48 KILOMETERS) TO THE STATION ON THE
 DI6233'RIGHT.
 DI6233'
 DI6233'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6233'DISK STAMPED 77630 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6233'CONCRETE POST FLUSH WITH THE GROUND, 15.6 METERS (51.3 FEET)
 DI6233'NORTH-NORTHEAST OF A POWER POLE, 12.7 METERS (41.8 FEET) EAST OF THE
 DI6233'CENTERLINE OF STATE HIGHWAY M-19 (MAIN STREET), 9.9 METERS (32.5 FEET)
 DI6233'SOUTHEAST OF A POWER POLE, 7.3 METERS (24.0 FEET) NORTH OF THE
 DI6233'CENTERLINE OF PARK DRIVE, 1.0 METER (3.25 FEET) NORTH OF A CARSONITE
 DI6233'WITNESS POST, AND ACROSS THE STREET FROM ADDRESS--81611--.
 DI6233
 DI6233                          STATION RECOVERY (2013)
 DI6233
 DI6233'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6234 ***********************************************************************
 DI6234  DESIGNATION -  77631
 DI6234  PID         -  DI6234
 DI6234  STATE/COUNTY-  MI/ST CLAIR
 DI6234  COUNTRY     -  US
 DI6234  USGS QUAD   -  MEMPHIS (2017)
 DI6234
 DI6234                         *CURRENT SURVEY CONTROL
 DI6234  ______________________________________________________________________
 DI6234* NAD 83(1986) POSITION- 42 55 06.     (N) 082 45 57.     (W)   SCALED
 DI6234* NAVD 88 ORTHO HEIGHT -   234.212 (meters)      768.41  (feet) ADJUSTED
 DI6234  ______________________________________________________________________
 DI6234  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 DI6234  DYNAMIC HEIGHT  -        234.149 (meters)      768.20  (feet) COMP
 DI6234  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 DI6234
 DI6234  VERT ORDER      -  SECOND    CLASS I
 DI6234
 DI6234.The horizontal coordinates were scaled from a map and have
 DI6234.an estimated accuracy of +/- 6 seconds.
 DI6234
 DI6234.The orthometric height was determined by differential leveling and
 DI6234.adjusted by the NATIONAL GEODETIC SURVEY
 DI6234.in July 2007.
 DI6234
 DI6234.No vertical observational check was made to the station.
 DI6234
 DI6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6234.GEOID18 height accuracy estimate available here.
 DI6234
 DI6234.Click photographs - Photos may exist for this station.
 DI6234
 DI6234.The dynamic height is computed by dividing the NAVD 88
 DI6234.geopotential number by the normal gravity value computed on the
 DI6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6234.degrees latitude (g = 980.6199 gals.).
 DI6234
 DI6234.The modeled gravity was interpolated from observed gravity values.
 DI6234
 DI6234;                    North         East    Units  Estimated Accuracy
 DI6234;SPC MI S     -   158,790.    4,130,690.      MT  (+/- 180 meters Scaled)
 DI6234
 DI6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH558532(NAD 83)
 DI6234
 DI6234                          SUPERSEDED SURVEY CONTROL
 DI6234
 DI6234.No superseded survey control is available for this station.
 DI6234
 DI6234_MARKER: DD = SURVEY DISK
 DI6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6234_STAMPING: 77631 2006
 DI6234_MARK LOGO: MIDT
 DI6234_PROJECTION: FLUSH
 DI6234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6234+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 DI6234
 DI6234  HISTORY     - Date     Condition        Report By
 DI6234  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6234  HISTORY     - 20130930 GOOD             SPALD
 DI6234
 DI6234                          STATION DESCRIPTION
 DI6234
 DI6234'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6234'THE STATION IS LOCATED 7.5 MILES (12.07 KILOMETERS) NORTH OF RICHMOND,
 DI6234'1.5 MILES (2.41 KILOMETERS) NORTH OF MEMPHIS, AND 5.8 MILES (9.33
 DI6234'KILOMETERS) NORTHWEST OF COLUMBUS, LOCATED ON THE SOUTH SIDE OF
 DI6234'GILBERT ROAD AND BETWEEN STATE HIGHWAY M-19 AND MEMPHIS RIDGE ROAD.
 DI6234'
 DI6234'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MEMPHIS
 DI6234'RIDGE ROAD AND MAIN STREET) WITH BORDMAN ROAD, GO NORTH ALONG STATE
 DI6234'HIGHWAY M-19 FOR 1.6 MILES (2.57 KILOMETERS) TO GILBERT ROAD, TURN
 DI6234'LEFT AND GO WEST ALONG GILBERT ROAD FOR 0.07 MILES (0.11 KILOMETERS)
 DI6234'TO THE STATION ON THE LEFT.
 DI6234'
 DI6234'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6234'DISK STAMPED 77631 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6234'CONCRETE POST FLUSH WITH THE GROUND, THE STATION IS 29.0 METERS (95.2
 DI6234'FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--11169--, 6.1 METERS
 DI6234'(20.0 FEET) SOUTH OF THE CENTERLINE OF GILBERT ROAD, 3.3 METERS (10.9
 DI6234'FEET) NORTH OF A POWER POLE, AND 1.0 METER (3.25 FEET) NORTH OF A
 DI6234'CARSONITE WITNESS POST.
 DI6234
 DI6234                          STATION RECOVERY (2013)
 DI6234
 DI6234'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DI6234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6235 ***********************************************************************
 DI6235  DESIGNATION -  77632
 DI6235  PID         -  DI6235
 DI6235  STATE/COUNTY-  MI/ST CLAIR
 DI6235  COUNTRY     -  US
 DI6235  USGS QUAD   -  NEW BALTIMORE (2017)
 DI6235
 DI6235                         *CURRENT SURVEY CONTROL
 DI6235  ______________________________________________________________________
 DI6235* NAD 83(1986) POSITION- 42 43 15.     (N) 082 43 22.     (W)   SCALED
 DI6235* NAVD 88 ORTHO HEIGHT -   184.521 (meters)      605.38  (feet) ADJUSTED
 DI6235  ______________________________________________________________________
 DI6235  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 DI6235  DYNAMIC HEIGHT  -        184.469 (meters)      605.21  (feet) COMP
 DI6235  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DI6235
 DI6235  VERT ORDER      -  SECOND    CLASS I
 DI6235
 DI6235.The horizontal coordinates were scaled from a map and have
 DI6235.an estimated accuracy of +/- 6 seconds.
 DI6235
 DI6235.The orthometric height was determined by differential leveling and
 DI6235.adjusted by the NATIONAL GEODETIC SURVEY
 DI6235.in July 2007.
 DI6235
 DI6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6235.GEOID18 height accuracy estimate available here.
 DI6235
 DI6235.Click photographs - Photos may exist for this station.
 DI6235
 DI6235.The dynamic height is computed by dividing the NAVD 88
 DI6235.geopotential number by the normal gravity value computed on the
 DI6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6235.degrees latitude (g = 980.6199 gals.).
 DI6235
 DI6235.The modeled gravity was interpolated from observed gravity values.
 DI6235
 DI6235;                    North         East    Units  Estimated Accuracy
 DI6235;SPC MI S     -   136,920.    4,134,630.      MT  (+/- 180 meters Scaled)
 DI6235
 DI6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH589312(NAD 83)
 DI6235
 DI6235                          SUPERSEDED SURVEY CONTROL
 DI6235
 DI6235.No superseded survey control is available for this station.
 DI6235
 DI6235_MARKER: DD = SURVEY DISK
 DI6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6235_STAMPING: 77632 2006
 DI6235_MARK LOGO: MIDT
 DI6235_PROJECTION: FLUSH
 DI6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6235+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6235
 DI6235  HISTORY     - Date     Condition        Report By
 DI6235  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6235
 DI6235                          STATION DESCRIPTION
 DI6235
 DI6235'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6235'THE STATION IS LOCATED 4.5 MILES (7.24 KILOMETERS) NORTHWEST OF FAIR
 DI6235'HAVEN, 2.6 MILES (4.18 KILOMETERS) NORTHWEST OF ANCHORVILLE, AND 3.3
 DI6235'MILES (5.31 KILOMETERS) SOUTHWEST OF CASCO, LOCATED ON THE SOUTH SIDE
 DI6235'OF MARINE CITY ROAD AND BETWEEN BETHUY ROAD WITH CORPORATE DRIVE.
 DI6235'
 DI6235'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY AND PALMS
 DI6235'ROAD, GO NORTH ON PALMS ROAD FOR 3.4 MILES (5.47 KILOMETERS) TO MARINE
 DI6235'CITY HIGHWAY, TURN LEFT AND GO WEST ON MARINE CITY HIGHWAY FOR 4.7
 DI6235'MILES  (7.56 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6235'
 DI6235'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6235'DISK STAMPED 77632 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6235'CONCRETE POST FLUSH WITH THE GROUND, 0.36 MILES (0.58 KILOMETERS) EAST
 DI6235'OF THE INTERSECTION OF COUNTY LINE ROAD WITH MARINE CITY HIGHWAY, 46.3
 DI6235'METERS (152.0 FEET) NORTHWEST OF THE NORTHEAST CORNER OF A BUILDING,
 DI6235'9.9 METERS (32.5 FEET) SOUTH OF THE CENTERLINE OF MARINE CITY HIGHWAY,
 DI6235'1.8 METERS (5.8 FEET) EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 DI6235'DRAIN, 1.6 METERS (5.4 FEET) SOUTH OF THE BACK OF A CURB, AND 1.0
 DI6235'METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6236 ***********************************************************************
 DI6236  DESIGNATION -  77633
 DI6236  PID         -  DI6236
 DI6236  STATE/COUNTY-  MI/ST CLAIR
 DI6236  COUNTRY     -  US
 DI6236  USGS QUAD   -  NEW BALTIMORE (2017)
 DI6236
 DI6236                         *CURRENT SURVEY CONTROL
 DI6236  ______________________________________________________________________
 DI6236* NAD 83(1986) POSITION- 42 43 21.     (N) 082 41 25.     (W)   SCALED
 DI6236* NAVD 88 ORTHO HEIGHT -   184.228 (meters)      604.42  (feet) ADJUSTED
 DI6236  ______________________________________________________________________
 DI6236  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 DI6236  DYNAMIC HEIGHT  -        184.177 (meters)      604.25  (feet) COMP
 DI6236  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 DI6236
 DI6236  VERT ORDER      -  SECOND    CLASS I
 DI6236
 DI6236.The horizontal coordinates were scaled from a map and have
 DI6236.an estimated accuracy of +/- 6 seconds.
 DI6236
 DI6236.The orthometric height was determined by differential leveling and
 DI6236.adjusted by the NATIONAL GEODETIC SURVEY
 DI6236.in July 2007.
 DI6236
 DI6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6236.GEOID18 height accuracy estimate available here.
 DI6236
 DI6236.Click photographs - Photos may exist for this station.
 DI6236
 DI6236.The dynamic height is computed by dividing the NAVD 88
 DI6236.geopotential number by the normal gravity value computed on the
 DI6236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6236.degrees latitude (g = 980.6199 gals.).
 DI6236
 DI6236.The modeled gravity was interpolated from observed gravity values.
 DI6236
 DI6236;                    North         East    Units  Estimated Accuracy
 DI6236;SPC MI S     -   137,160.    4,137,290.      MT  (+/- 180 meters Scaled)
 DI6236
 DI6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH616313(NAD 83)
 DI6236
 DI6236                          SUPERSEDED SURVEY CONTROL
 DI6236
 DI6236.No superseded survey control is available for this station.
 DI6236
 DI6236_MARKER: DD = SURVEY DISK
 DI6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6236_STAMPING: 77633 2006
 DI6236_MARK LOGO: MIDT
 DI6236_PROJECTION: FLUSH
 DI6236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6236+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6236
 DI6236  HISTORY     - Date     Condition        Report By
 DI6236  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6236
 DI6236                          STATION DESCRIPTION
 DI6236
 DI6236'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6236'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHWEST OF FAIR
 DI6236'HAVEN, 2.2 MILES (3.54 KILOMETERS) NORTH OF ANCHORVILLE, AND 2.3 MILES
 DI6236'(3.7 KILOMETERS) SOUTHWEST OF CASCO, IN THE NORTHEAST QUADRANT OF THE
 DI6236'INTERSECTION OF CHURCH ROAD AND MARINE CITY HIGHWAY.
 DI6236'
 DI6236'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY AND PALMS
 DI6236'ROAD, GO NORTH ON PALMS ROAD FOR 3.4 MILES (5.47 KILOMETERS) TO MARINE
 DI6236'CITY HIGHWAY, GO WEST ON MARINE CITY HIGHWAY FOR 3.0 MILES (4.83
 DI6236'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6236'
 DI6236'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6236'DISK STAMPED 77633 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6236'CONCRETE POST FLUSH WITH THE GROUND, 20.7 METERS (68.0 FEET) NORTH OF
 DI6236'THE CENTERLINE OF MARINE CITY HIGHWAY, 9.4 METERS (31.0 FEET) EAST OF
 DI6236'THE CENTERLINE OF CHURCH ROAD, 5.9 METERS (19.5 FEET) NORTH OF THE
 DI6236'WEST EDGE OF A CONCRETE WINGWALL, 4.7 METERS (15.5 FEET) SOUTH OF A 24
 DI6236'INCH (61 CENTIMETER) STEEL CULVERT, AND 1.0 METERS (3.25 FEET) EAST OF
 DI6236'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6237 ***********************************************************************
 DI6237  DESIGNATION -  77634
 DI6237  PID         -  DI6237
 DI6237  STATE/COUNTY-  MI/ST CLAIR
 DI6237  COUNTRY     -  US
 DI6237  USGS QUAD   -  NEW BALTIMORE (2017)
 DI6237
 DI6237                         *CURRENT SURVEY CONTROL
 DI6237  ______________________________________________________________________
 DI6237* NAD 83(2011) POSITION- 42 43 24.44392(N) 082 39 38.10002(W)   ADJUSTED
 DI6237* NAD 83(2011) ELLIP HT-   152.117 (meters)        (06/27/12)   ADJUSTED
 DI6237* NAD 83(2011) EPOCH   -  2010.00
 DI6237* NAVD 88 ORTHO HEIGHT -   187.076 (meters)      613.77  (feet) ADJUSTED
 DI6237  ______________________________________________________________________
 DI6237  GEOID HEIGHT    -        -34.957 (meters)                     GEOID18
 DI6237  NAD 83(2011) X  -    599,511.668 (meters)                     COMP
 DI6237  NAD 83(2011) Y  - -4,654,512.164 (meters)                     COMP
 DI6237  NAD 83(2011) Z  -  4,305,086.416 (meters)                     COMP
 DI6237  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DI6237  DYNAMIC HEIGHT  -        187.024 (meters)      613.59  (feet) COMP
 DI6237  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 DI6237
 DI6237  VERT ORDER      -  SECOND    CLASS I
 DI6237
 DI6237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6237  Standards:
 DI6237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6237  -------------------------------------------------------------------
 DI6237  NETWORK    0.22   0.37           0.10   0.08   0.19      0.02905228
 DI6237  -------------------------------------------------------------------
 DI6237  Click here for local accuracies and other accuracy information.
 DI6237
 DI6237.The horizontal coordinates were established by GPS observations
 DI6237.and adjusted by the National Geodetic Survey in June 2012.
 DI6237
 DI6237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6237.been affixed to the stable North American tectonic plate. See 
 DI6237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6237
 DI6237.The horizontal coordinates are valid at the epoch date displayed above
 DI6237.which is a decimal equivalence of Year/Month/Day.
 DI6237
 DI6237.The orthometric height was determined by differential leveling and
 DI6237.adjusted by the NATIONAL GEODETIC SURVEY
 DI6237.in July 2007.
 DI6237
 DI6237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6237.GEOID18 height accuracy estimate available here.
 DI6237
 DI6237.Click photographs - Photos may exist for this station.
 DI6237
 DI6237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6237
 DI6237.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6237
 DI6237.The ellipsoidal height was determined by GPS observations
 DI6237.and is referenced to NAD 83.
 DI6237
 DI6237.The dynamic height is computed by dividing the NAVD 88
 DI6237.geopotential number by the normal gravity value computed on the
 DI6237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6237.degrees latitude (g = 980.6199 gals.).
 DI6237
 DI6237.The modeled gravity was interpolated from observed gravity values.
 DI6237
 DI6237. The following values were computed from the NAD 83(2011) position.
 DI6237
 DI6237;                    North         East     Units Scale Factor Converg.
 DI6237;SPC MI S     -   137,313.821 4,139,715.924   MT  0.99991084   +1 09 39.7
 DI6237;SPC MI S     -   450,504.66 13,581,745.16   iFT  0.99991084   +1 09 39.7
 DI6237;UTM  17      - 4,731,442.781   364,041.621   MT  0.99982742   -1 07 36.5
 DI6237
 DI6237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6237!SPC MI S     -   0.99997614  x   0.99991084  =   0.99988699
 DI6237!UTM  17      -   0.99997614  x   0.99982742  =   0.99980357
 DI6237
 DI6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6404131442(NAD 83)
 DI6237
 DI6237                          SUPERSEDED SURVEY CONTROL
 DI6237
 DI6237  NAD 83(2007)-  42 43 24.44404(N)    082 39 38.10072(W) AD(2002.00) 1
 DI6237  ELLIP H (06/10/07)  152.124  (m)                       GP(2002.00) 4 1
 DI6237  NAVD 88             187.08   (m)          613.8    (f) LEVELING    3  
 DI6237
 DI6237.Superseded values are not recommended for survey control.
 DI6237
 DI6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6237.See file dsdata.pdf to determine how the superseded data were derived.
 DI6237
 DI6237_MARKER: DD = SURVEY DISK
 DI6237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6237_STAMPING: 77634 2006
 DI6237_MARK LOGO: MIDT
 DI6237_PROJECTION: FLUSH
 DI6237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6237+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DI6237
 DI6237  HISTORY     - Date     Condition        Report By
 DI6237  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6237  HISTORY     - 20200701 GOOD             MIDT
 DI6237
 DI6237                          STATION DESCRIPTION
 DI6237
 DI6237'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6237'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) NORTH OF FAIR
 DI6237'HAVEN, 2.7 MILES (4.35 KILOMETERS) NORTHEAST OF ANCHORVILLE, AND 2.1
 DI6237'MILES  (3.38 KILOMETERS) SOUTH-SOUTHEAST OF CASCO, LOCATED ON THE
 DI6237'NORTH SIDE OF MARINE CITY HIGHWAY AND BETWEEN HESSEN ROAD AND MELDRUM
 DI6237'ROAD.
 DI6237'
 DI6237'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY AND PALMS
 DI6237'ROAD, GO NORTH ON PALMS ROAD FOR 3.4 MILES (5.47 KILOMETERS) TO MARINE
 DI6237'CITY HIGHWAY, TURN LEFT AND GO WEST ON MARINE CITY HIGHWAY 1.5 MILES
 DI6237'(2.41 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6237'
 DI6237'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6237'DISK STAMPED 77634 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6237'CONCRETE POST FLUSH WITH THE GROUND, 16.3 METERS (53.5 FEET) WEST OF A
 DI6237'POWER POLE, 10.8 METERS (35.5 FEET) NORTH OF THE CENTERLINE OF MARINE
 DI6237'CITY HIGHWAY, 5.6 METERS (18.3 FEET) SOUTHWEST OF A METAL COVERED
 DI6237'CONCRETE POST, 1.0 METER (3.25 FEET) NORTH OF A CARSONITE WITNESS
 DI6237'POST, AND ON THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE--8747--.
 DI6237
 DI6237                          STATION RECOVERY (2020)
 DI6237
 DI6237'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6237'THE MARK IS 60 FT (18.3 M) EAST OF A POWER POLE.  THE METAL COVERED
 DI6237'CONCRETE POST WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6238 ***********************************************************************
 DI6238  DESIGNATION -  77635
 DI6238  PID         -  DI6238
 DI6238  STATE/COUNTY-  MI/ST CLAIR
 DI6238  COUNTRY     -  US
 DI6238  USGS QUAD   -  NEW BALTIMORE (2017)
 DI6238
 DI6238                         *CURRENT SURVEY CONTROL
 DI6238  ______________________________________________________________________
 DI6238* NAD 83(1986) POSITION- 42 43 27.     (N) 082 37 47.     (W)   SCALED
 DI6238* NAVD 88 ORTHO HEIGHT -   188.222 (meters)      617.53  (feet) ADJUSTED
 DI6238  ______________________________________________________________________
 DI6238  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 DI6238  DYNAMIC HEIGHT  -        188.171 (meters)      617.36  (feet) COMP
 DI6238  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DI6238
 DI6238  VERT ORDER      -  SECOND    CLASS I
 DI6238
 DI6238.The horizontal coordinates were scaled from a map and have
 DI6238.an estimated accuracy of +/- 6 seconds.
 DI6238
 DI6238.The orthometric height was determined by differential leveling and
 DI6238.adjusted by the NATIONAL GEODETIC SURVEY
 DI6238.in July 2007.
 DI6238
 DI6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6238.GEOID18 height accuracy estimate available here.
 DI6238
 DI6238.Click photographs - Photos may exist for this station.
 DI6238
 DI6238.The dynamic height is computed by dividing the NAVD 88
 DI6238.geopotential number by the normal gravity value computed on the
 DI6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6238.degrees latitude (g = 980.6199 gals.).
 DI6238
 DI6238.The modeled gravity was interpolated from observed gravity values.
 DI6238
 DI6238;                    North         East    Units  Estimated Accuracy
 DI6238;SPC MI S     -   137,440.    4,142,240.      MT  (+/- 180 meters Scaled)
 DI6238
 DI6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH665314(NAD 83)
 DI6238
 DI6238                          SUPERSEDED SURVEY CONTROL
 DI6238
 DI6238.No superseded survey control is available for this station.
 DI6238
 DI6238_MARKER: DD = SURVEY DISK
 DI6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6238_STAMPING: 77635 2006
 DI6238_MARK LOGO: MIDT
 DI6238_PROJECTION: FLUSH
 DI6238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6238+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6238
 DI6238  HISTORY     - Date     Condition        Report By
 DI6238  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6238
 DI6238                          STATION DESCRIPTION
 DI6238
 DI6238'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6238'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) NORTH OF FAIR
 DI6238'HAVEN, 3.7 MILES (5.95 KILOMETERS) NORTHEAST OF ANCHORVILLE, AND 2.8
 DI6238'MILES (4.51 KILOMETERS) SOUTHEAST OF CASCO, IN THE NORTHEAST QUADRANT
 DI6238'OF THE INTERSECTION OF PALMS ROAD WITH MARINE CITY HIGHWAY.
 DI6238'
 DI6238'THE STATION IS AT THE JUNCTION OF MARINE CITY HIGHWAY AND PALMS ROAD.
 DI6238'
 DI6238'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6238'DISK STAMPED 77635 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6238'CONCRETE POST FLUSH WITH THE GROUND, 0.175 MILES (0.29 KILOMETERS)
 DI6238'EAST OF PRIVATE ENTRANCE--8068--, 73.2 METERS (240.0 FEET) EAST OF THE
 DI6238'INTERSECTION OF MARINE CITY HIGHWAY AND PALMS ROAD, 28.7 METERS (94.0
 DI6238'FEET) WEST-SOUTHWEST OF A POWER POLE, 14.6 METERS (48.0 FEET)
 DI6238'SOUTHEAST OF A POWER POLE, 12.5 METERS (41.0 FEET) NORTH OF THE
 DI6238'CENTERLINE OF MARINE CITY HIGHWAY, AND 1.0 METERS (3.25 FEET) SOUTH OF
 DI6238'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6239 ***********************************************************************
 DI6239  DESIGNATION -  77636
 DI6239  PID         -  DI6239
 DI6239  STATE/COUNTY-  MI/ST CLAIR
 DI6239  COUNTRY     -  US
 DI6239  USGS QUAD   -  MARINE CITY (2017)
 DI6239
 DI6239                         *CURRENT SURVEY CONTROL
 DI6239  ______________________________________________________________________
 DI6239* NAD 83(1986) POSITION- 42 43 30.     (N) 082 36 03.     (W)   SCALED
 DI6239* NAVD 88 ORTHO HEIGHT -   187.242 (meters)      614.31  (feet) ADJUSTED
 DI6239  ______________________________________________________________________
 DI6239  GEOID HEIGHT    -        -34.970 (meters)                     GEOID18
 DI6239  DYNAMIC HEIGHT  -        187.191 (meters)      614.14  (feet) COMP
 DI6239  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 DI6239
 DI6239  VERT ORDER      -  SECOND    CLASS I
 DI6239
 DI6239.The horizontal coordinates were scaled from a map and have
 DI6239.an estimated accuracy of +/- 6 seconds.
 DI6239
 DI6239.The orthometric height was determined by differential leveling and
 DI6239.adjusted by the NATIONAL GEODETIC SURVEY
 DI6239.in July 2007.
 DI6239
 DI6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6239.GEOID18 height accuracy estimate available here.
 DI6239
 DI6239.Click photographs - Photos may exist for this station.
 DI6239
 DI6239.The dynamic height is computed by dividing the NAVD 88
 DI6239.geopotential number by the normal gravity value computed on the
 DI6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6239.degrees latitude (g = 980.6199 gals.).
 DI6239
 DI6239.The modeled gravity was interpolated from observed gravity values.
 DI6239
 DI6239;                    North         East    Units  Estimated Accuracy
 DI6239;SPC MI S     -   137,590.    4,144,610.      MT  (+/- 180 meters Scaled)
 DI6239
 DI6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH689315(NAD 83)
 DI6239
 DI6239                          SUPERSEDED SURVEY CONTROL
 DI6239
 DI6239.No superseded survey control is available for this station.
 DI6239
 DI6239_MARKER: DD = SURVEY DISK
 DI6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6239_STAMPING: 77636 2006
 DI6239_MARK LOGO: MIDT
 DI6239_PROJECTION: FLUSH
 DI6239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6239+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DI6239
 DI6239  HISTORY     - Date     Condition        Report By
 DI6239  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6239
 DI6239                          STATION DESCRIPTION
 DI6239
 DI6239'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6239'THE STATION IS LOCATED 4.1 MILES (6.6 KILOMETERS) SOUTHEAST OF CASCO,
 DI6239'4.2 MILES (6.76 KILOMETERS) NORTHEAST OF FAIR HAVEN, AND 5.5 MILES
 DI6239'(8.85 KILOMETERS) WEST OF MARINE CITY, LOCATED NORTH OF MARINE CITY
 DI6239'HIGHWAY AND BETWEEN MAYER ROAD AND STARVILLE ROAD.
 DI6239'
 DI6239'TO REACH THE STATION FROM THE JUNCTION OF PALMS ROAD WITH MARINE CITY
 DI6239'HIGHWAY, GO EAST ON MARINE CITY HIGHWAY FOR 1.6 MILES (2.57
 DI6239'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6239'
 DI6239'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6239'DISK STAMPED 77636 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6239'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 86.0 METERS
 DI6239'(282.0 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--7292--, 22.3
 DI6239'METERS (73.0 FEET) NORTH OF A TELEPHONE PEDESTAL BOX, 10.7 METERS
 DI6239'(35.0 FEET) NORTH OF THE CENTERLINE OF MARINE CITY HIGHWAY, AND 1.0
 DI6239'METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6240 ***********************************************************************
 DI6240  DESIGNATION -  77637
 DI6240  PID         -  DI6240
 DI6240  STATE/COUNTY-  MI/ST CLAIR
 DI6240  COUNTRY     -  US
 DI6240  USGS QUAD   -  MARINE CITY (2017)
 DI6240
 DI6240                         *CURRENT SURVEY CONTROL
 DI6240  ______________________________________________________________________
 DI6240* NAD 83(1986) POSITION- 42 43 32.     (N) 082 34 06.     (W)   SCALED
 DI6240* NAVD 88 ORTHO HEIGHT -   184.873 (meters)      606.54  (feet) ADJUSTED
 DI6240  ______________________________________________________________________
 DI6240  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 DI6240  DYNAMIC HEIGHT  -        184.822 (meters)      606.37  (feet) COMP
 DI6240  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 DI6240
 DI6240  VERT ORDER      -  SECOND    CLASS I
 DI6240
 DI6240.The horizontal coordinates were scaled from a map and have
 DI6240.an estimated accuracy of +/- 6 seconds.
 DI6240
 DI6240.The orthometric height was determined by differential leveling and
 DI6240.adjusted by the NATIONAL GEODETIC SURVEY
 DI6240.in July 2007.
 DI6240
 DI6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6240.GEOID18 height accuracy estimate available here.
 DI6240
 DI6240.Click photographs - Photos may exist for this station.
 DI6240
 DI6240.The dynamic height is computed by dividing the NAVD 88
 DI6240.geopotential number by the normal gravity value computed on the
 DI6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6240.degrees latitude (g = 980.6199 gals.).
 DI6240
 DI6240.The modeled gravity was interpolated from observed gravity values.
 DI6240
 DI6240;                    North         East    Units  Estimated Accuracy
 DI6240;SPC MI S     -   137,700.    4,147,260.      MT  (+/- 180 meters Scaled)
 DI6240
 DI6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH715315(NAD 83)
 DI6240
 DI6240                          SUPERSEDED SURVEY CONTROL
 DI6240
 DI6240.No superseded survey control is available for this station.
 DI6240
 DI6240_MARKER: DD = SURVEY DISK
 DI6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6240_STAMPING: 77637 2006
 DI6240_MARK LOGO: MIDT
 DI6240_PROJECTION: FLUSH
 DI6240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6240+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6240
 DI6240  HISTORY     - Date     Condition        Report By
 DI6240  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6240
 DI6240                          STATION DESCRIPTION
 DI6240
 DI6240'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6240'THE STATION IS LOCATED 5.5 MILES (8.85 KILOMETERS) NORTHEAST OF FAIR
 DI6240'HAVEN, 6.7 MILES (10.78 KILOMETERS) NORTHEAST OF ANCHORVILLE, 3.8
 DI6240'MILES (6.12 KILOMETERS) WEST OF MARINE CITY, LOCATED ON THE SOUTH SIDE
 DI6240'OF MARINE CITY HIGHWAY AND BETWEEN MCKINLEY ROAD AND INDIAN TRAIL.
 DI6240'
 DI6240'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH PALMS
 DI6240'ROAD, GO NORTH ON PALMS ROAD FOR 3.4 MILES (5.47 KILOMETERS) TO MARINE
 DI6240'CITY HIGHWAY, GO EAST ON MARINE CITY HIGHWAY FOR 3.2 MILES (5.15
 DI6240'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6240'
 DI6240'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6240'DISK STAMPED 77637 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6240'CONCRETE POST FLUSH WITH THE GROUND, 170.4 METERS (559.0 FEET) WEST OF
 DI6240'PRIVATE ENTRANCE--6404--, 152.4 METERS (500.0 FEET) EAST OF MCKINLEY
 DI6240'ROAD, 30.5 METERS (100.0 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 10.7
 DI6240'METERS (35.0 FEET) SOUTH OF THE CENTERLINE OF MARINE CITY HIGHWAY, AND
 DI6240'1.0 METERS (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6241 ***********************************************************************
 DI6241  DESIGNATION -  77638
 DI6241  PID         -  DI6241
 DI6241  STATE/COUNTY-  MI/ST CLAIR
 DI6241  COUNTRY     -  US
 DI6241  USGS QUAD   -  MARINE CITY (2017)
 DI6241
 DI6241                         *CURRENT SURVEY CONTROL
 DI6241  ______________________________________________________________________
 DI6241* NAD 83(1986) POSITION- 42 43 37.     (N) 082 32 14.     (W)   SCALED
 DI6241* NAVD 88 ORTHO HEIGHT -   179.975 (meters)      590.47  (feet) ADJUSTED
 DI6241  ______________________________________________________________________
 DI6241  GEOID HEIGHT    -        -34.987 (meters)                     GEOID18
 DI6241  DYNAMIC HEIGHT  -        179.926 (meters)      590.31  (feet) COMP
 DI6241  MODELED GRAVITY -    980,344.6   (mgal)                       NAVD 88
 DI6241
 DI6241  VERT ORDER      -  SECOND    CLASS I
 DI6241
 DI6241.The horizontal coordinates were scaled from a map and have
 DI6241.an estimated accuracy of +/- 6 seconds.
 DI6241
 DI6241.The orthometric height was determined by differential leveling and
 DI6241.adjusted by the NATIONAL GEODETIC SURVEY
 DI6241.in July 2007.
 DI6241
 DI6241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6241.GEOID18 height accuracy estimate available here.
 DI6241
 DI6241.Click photographs - Photos may exist for this station.
 DI6241
 DI6241.The dynamic height is computed by dividing the NAVD 88
 DI6241.geopotential number by the normal gravity value computed on the
 DI6241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6241.degrees latitude (g = 980.6199 gals.).
 DI6241
 DI6241.The modeled gravity was interpolated from observed gravity values.
 DI6241
 DI6241;                    North         East    Units  Estimated Accuracy
 DI6241;SPC MI S     -   137,910.    4,149,810.      MT  (+/- 180 meters Scaled)
 DI6241
 DI6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH741316(NAD 83)
 DI6241
 DI6241                          SUPERSEDED SURVEY CONTROL
 DI6241
 DI6241.No superseded survey control is available for this station.
 DI6241
 DI6241_MARKER: DD = SURVEY DISK
 DI6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6241_STAMPING: 77638 2006
 DI6241_MARK LOGO: MIDT
 DI6241_PROJECTION: FLUSH
 DI6241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6241+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6241
 DI6241  HISTORY     - Date     Condition        Report By
 DI6241  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6241
 DI6241                          STATION DESCRIPTION
 DI6241
 DI6241'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6241'THE STATION IS LOCATED 6.8 MILES (10.94 KILOMETERS) NORTHEAST OF FAIR
 DI6241'HAVEN, 4.5 MILES (7.24 KILOMETERS) SOUTHWEST OF HAWTHORNE, AND 2.3
 DI6241'MILES (3.7 KILOMETERS) WEST OF MARINE CITY, IN THE NORTHWEST QUADRANT
 DI6241'OF THE INTERSECTION OF MARINE CITY HIGHWAY WITH MARSH ROAD.
 DI6241'
 DI6241'TO REACH THE STATION FROM THE JUNCTION OF NORTH BELLE RIVER AVENUE
 DI6241'WITH STATE HIGHWAY M-29 (BROADWAY STREET), GO NORTH ON NORTH BELLE
 DI6241'RIVER AVENUE FOR 0.21 MILES (0.34 KILOMETERS) TO DEGURSE AVENUE, GO
 DI6241'NORTHWEST ON DEGURSE AVENUE FOR 0.70 MILES (1.13 KILOMETERS) TO KING
 DI6241'ROAD, GO NORTH ON KING ROAD FOR 0.06 MILES (0.1 KILOMETERS) TO MARINE
 DI6241'CITY HIGHWAY, GO WEST ON MARINE CITY HIGHWAY FOR 1.4 MILES (2.25
 DI6241'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6241'
 DI6241'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6241'DISK STAMPED 77638 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6241'CONCRETE POST FLUSH WITH THE GROUND, 104.2 METERS (342.0 FEET) WEST OF
 DI6241'THE INTERSECTION OF MARSH ROAD WITH MARINE CITY HIGHWAY, 29.9 METERS
 DI6241'(98.0 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--5625--, 9.4 METERS
 DI6241'(31.0 FEET) NORTH OF THE CENTERLINE OF MARINE CITY HIGHWAY, AND 1.0
 DI6241'METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6242 ***********************************************************************
 DI6242  DESIGNATION -  77639
 DI6242  PID         -  DI6242
 DI6242  STATE/COUNTY-  MI/ST CLAIR
 DI6242  COUNTRY     -  US
 DI6242  USGS QUAD   -  MARINE CITY (2017)
 DI6242
 DI6242                         *CURRENT SURVEY CONTROL
 DI6242  ______________________________________________________________________
 DI6242* NAD 83(2011) POSITION- 42 43 36.63339(N) 082 30 31.66660(W)   ADJUSTED
 DI6242* NAD 83(2011) ELLIP HT-   143.479 (meters)        (06/27/12)   ADJUSTED
 DI6242* NAD 83(2011) EPOCH   -  2010.00
 DI6242* NAVD 88 ORTHO HEIGHT -   178.473 (meters)      585.54  (feet) ADJUSTED
 DI6242  ______________________________________________________________________
 DI6242  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 DI6242  NAD 83(2011) X  -    611,806.109 (meters)                     COMP
 DI6242  NAD 83(2011) Y  - -4,652,648.294 (meters)                     COMP
 DI6242  NAD 83(2011) Z  -  4,305,356.879 (meters)                     COMP
 DI6242  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 DI6242  DYNAMIC HEIGHT  -        178.424 (meters)      585.38  (feet) COMP
 DI6242  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 DI6242
 DI6242  VERT ORDER      -  SECOND    CLASS I
 DI6242
 DI6242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6242  Standards:
 DI6242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6242  -------------------------------------------------------------------
 DI6242  NETWORK    0.26   0.43           0.12   0.09   0.22      0.06793973
 DI6242  -------------------------------------------------------------------
 DI6242  Click here for local accuracies and other accuracy information.
 DI6242
 DI6242.The horizontal coordinates were established by GPS observations
 DI6242.and adjusted by the National Geodetic Survey in June 2012.
 DI6242
 DI6242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6242.been affixed to the stable North American tectonic plate. See 
 DI6242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6242
 DI6242.The horizontal coordinates are valid at the epoch date displayed above
 DI6242.which is a decimal equivalence of Year/Month/Day.
 DI6242
 DI6242.The orthometric height was determined by differential leveling and
 DI6242.adjusted by the NATIONAL GEODETIC SURVEY
 DI6242.in July 2007.
 DI6242
 DI6242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6242.GEOID18 height accuracy estimate available here.
 DI6242
 DI6242.Click photographs - Photos may exist for this station.
 DI6242
 DI6242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6242
 DI6242.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6242
 DI6242.The ellipsoidal height was determined by GPS observations
 DI6242.and is referenced to NAD 83.
 DI6242
 DI6242.The dynamic height is computed by dividing the NAVD 88
 DI6242.geopotential number by the normal gravity value computed on the
 DI6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6242.degrees latitude (g = 980.6199 gals.).
 DI6242
 DI6242.The modeled gravity was interpolated from observed gravity values.
 DI6242
 DI6242. The following values were computed from the NAD 83(2011) position.
 DI6242
 DI6242;                    North         East     Units Scale Factor Converg.
 DI6242;SPC MI S     -   137,952.924 4,152,135.956   MT  0.99991067   +1 15 51.6
 DI6242;SPC MI S     -   452,601.46 13,622,493.29   iFT  0.99991067   +1 15 51.6
 DI6242;UTM  17      - 4,731,585.516   376,475.979   MT  0.99978772   -1 01 25.9
 DI6242
 DI6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6242!SPC MI S     -   0.99997750  x   0.99991067  =   0.99988817
 DI6242!UTM  17      -   0.99997750  x   0.99978772  =   0.99976522
 DI6242
 DI6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7647531585(NAD 83)
 DI6242
 DI6242                          SUPERSEDED SURVEY CONTROL
 DI6242
 DI6242  NAD 83(2007)-  42 43 36.63351(N)    082 30 31.66733(W) AD(2002.00) 1
 DI6242  ELLIP H (06/10/07)  143.490  (m)                       GP(2002.00) 4 1
 DI6242  NAVD 88             178.47   (m)          585.5    (f) LEVELING    3  
 DI6242
 DI6242.Superseded values are not recommended for survey control.
 DI6242
 DI6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6242.See file dsdata.pdf to determine how the superseded data were derived.
 DI6242
 DI6242_MARKER: DD = SURVEY DISK
 DI6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6242_STAMPING: 77639 2006
 DI6242_MARK LOGO: MIDT
 DI6242_PROJECTION: FLUSH
 DI6242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6242+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DI6242
 DI6242  HISTORY     - Date     Condition        Report By
 DI6242  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6242  HISTORY     - 20110505 GOOD             JCLS
 DI6242  HISTORY     - 20130511 GOOD             FAMM
 DI6242  HISTORY     - 20200730 GOOD             MIDT
 DI6242
 DI6242                          STATION DESCRIPTION
 DI6242
 DI6242'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6242'THE STATION IS LOCATED 8.0 MILES (12.87 KILOMETERS) NORTHEAST OF FAIR
 DI6242'HAVEN, 3.6 MILES (5.79 KILOMETERS) SOUTHWEST OF HAWTHORNE, AND 1.1
 DI6242'MILES (1.77 KILOMETERS) NORTHWEST OF MARINE CITY, IN THE NORTHEAST
 DI6242'QUADRANT OF THE INTERSECTION OF KING ROAD WITH DEGURSE AVENUE.
 DI6242'
 DI6242'TO REACH THE STATION FROM THE JUNCTION OF NORTH BELLE RIVER AVENUE
 DI6242'WITH STATE HIGHWAY M-29 (BROADWAY STREET), GO NORTH ON NORTH BELLE
 DI6242'RIVER AVENUE FOR 0.21 MILES (0.34 KILOMETERS) TO DEGURSE AVENUE, TURN
 DI6242'LEFT AND GO NORTHWEST ON DEGURSE AVENUE FOR 0.70 MILES (1.13
 DI6242'KILOMETERS) TO KING ROAD, TURN RIGHT AND GO NORTH ON KING ROAD FOR
 DI6242'0.03 MILES (0.05 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6242'
 DI6242'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6242'DISK STAMPED 77639 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6242'CONCRETE POST FLUSH WITH THE GROUND, 86.9 METERS (285.0 FEET)
 DI6242'NORTHEAST OF THE INTERSECTION OF DEGURSE ROAD AND KING ROAD, 51.8
 DI6242'METERS (170.0 FEET) NORTHWEST OF THE CENTER OF PRIVATE
 DI6242'ENTRANCE--1200--, 14.2 METERS (46.5 FEET) NORTHWEST OF A POWER POLE,
 DI6242'10.7 METERS (35.0 FEET) NORTHEAST OF THE CENTERLINE OF DEGURSE ROAD,
 DI6242'AND 1.0 METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6242
 DI6242                          STATION RECOVERY (2011)
 DI6242
 DI6242'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DI6242'RECOVERED IN GOOD CONDITION.
 DI6242
 DI6242                          STATION RECOVERY (2013)
 DI6242
 DI6242'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013 (MRY)
 DI6242'RECOVERED IN GOOD CONDITION.
 DI6242
 DI6242                          STATION RECOVERY (2020)
 DI6242
 DI6242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6242'THE MARK IS 48.5 FT (14.8 M) EAST OF A 'NO PARKING' SIGN AND 46.5 FT
 DI6242'(14.2 M) WEST OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6243 ***********************************************************************
 DI6243  DESIGNATION -  77640
 DI6243  PID         -  DI6243
 DI6243  STATE/COUNTY-  MI/ST CLAIR
 DI6243  COUNTRY     -  US
 DI6243  USGS QUAD   -  ALLENTON (2017)
 DI6243
 DI6243                         *CURRENT SURVEY CONTROL
 DI6243  ______________________________________________________________________
 DI6243* NAD 83(1986) POSITION- 42 57 51.     (N) 082 56 16.     (W)   SCALED
 DI6243* NAVD 88 ORTHO HEIGHT -   242.480 (meters)      795.54  (feet) ADJUSTED
 DI6243  ______________________________________________________________________
 DI6243  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 DI6243  DYNAMIC HEIGHT  -        242.414 (meters)      795.32  (feet) COMP
 DI6243  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 DI6243
 DI6243  VERT ORDER      -  SECOND    CLASS I
 DI6243
 DI6243.The horizontal coordinates were scaled from a map and have
 DI6243.an estimated accuracy of +/- 6 seconds.
 DI6243
 DI6243.The orthometric height was determined by differential leveling and
 DI6243.adjusted by the NATIONAL GEODETIC SURVEY
 DI6243.in July 2007.
 DI6243
 DI6243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6243.GEOID18 height accuracy estimate available here.
 DI6243
 DI6243.Click photographs - Photos may exist for this station.
 DI6243
 DI6243.The dynamic height is computed by dividing the NAVD 88
 DI6243.geopotential number by the normal gravity value computed on the
 DI6243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6243.degrees latitude (g = 980.6199 gals.).
 DI6243
 DI6243.The modeled gravity was interpolated from observed gravity values.
 DI6243
 DI6243;                    North         East    Units  Estimated Accuracy
 DI6243;SPC MI S     -   163,630.    4,116,560.      MT  (+/- 180 meters Scaled)
 DI6243
 DI6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH419586(NAD 83)
 DI6243
 DI6243                          SUPERSEDED SURVEY CONTROL
 DI6243
 DI6243.No superseded survey control is available for this station.
 DI6243
 DI6243_MARKER: DD = SURVEY DISK
 DI6243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI6243_SP_SET: BRIDGE
 DI6243_STAMPING: 77640 2006
 DI6243_MARK LOGO: MIDT
 DI6243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6243+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DI6243
 DI6243  HISTORY     - Date     Condition        Report By
 DI6243  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6243
 DI6243                          STATION DESCRIPTION
 DI6243
 DI6243'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6243'THE STATION IS LOCATED 6.3 MILES (10.14 KILOMETERS) NORTHEAST OF
 DI6243'ALMONT, 3.2 MILES (5.15 KILOMETERS) NORTH OF ALLENTON, AND 3.4 MILES
 DI6243'(5.47 KILOMETERS) SOUTH OF CAPAC, LOCATED ON THE SOUTHWEST CORNER OF
 DI6243'THE BELLE RIVER BRIDGE OVER CAPAC ROAD AND BETWEEN TERRY ROAD AND HUNT
 DI6243'ROAD.
 DI6243'
 DI6243'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-69 WITH
 DI6243'CAPAC ROAD, GO SOUTH ON CAPAC ROAD FOR 1.6 MILES (2.57 KILOMETERS) TO
 DI6243'THE BELLE RIVER BRIDGE.
 DI6243'
 DI6243'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6243'DISK STAMPED 77640 2006 SET IN THE SOUTHWEST CORNER OF THE BELLE RIVER
 DI6243'BRIDGE.  THE STATION IS 61.0 METERS (200.0 FEET) NORTHEAST OF THE
 DI6243'PRIVATE ENTRANCE--2377--, 7.7 METERS (25.1 FEET) SOUTHEAST OF A POWER
 DI6243'POLE, 6.5 METERS (21.4 FEET) NORTHWEST OF THE CENTERLINE OF CAPAC
 DI6243'ROAD, AND 0.3 METERS (0.9 FEET) NORTHEAST OF A CONCRETE RAIL ON THE
 DI6243'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6244 ***********************************************************************
 DI6244  DESIGNATION -  77641
 DI6244  PID         -  DI6244
 DI6244  STATE/COUNTY-  MI/ST CLAIR
 DI6244  COUNTRY     -  US
 DI6244  USGS QUAD   -  ALLENTON (2017)
 DI6244
 DI6244                         *CURRENT SURVEY CONTROL
 DI6244  ______________________________________________________________________
 DI6244* NAD 83(1986) POSITION- 42 56 40.24   (N) 082 56 44.57   (W)   HD_HELD1
 DI6244* NAVD 88 ORTHO HEIGHT -   242.603 (meters)      795.94  (feet) ADJUSTED
 DI6244  ______________________________________________________________________
 DI6244  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 DI6244  DYNAMIC HEIGHT  -        242.535 (meters)      795.72  (feet) COMP
 DI6244  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 DI6244
 DI6244  VERT ORDER      -  SECOND    CLASS I
 DI6244
 DI6244.The horizontal coordinates were determined by differentially corrected
 DI6244.hand held GPS observations or other comparable positioning techniques
 DI6244.and have an estimated accuracy of +/- 3 meters.
 DI6244
 DI6244.The orthometric height was determined by differential leveling and
 DI6244.adjusted by the NATIONAL GEODETIC SURVEY
 DI6244.in July 2007.
 DI6244
 DI6244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6244.GEOID18 height accuracy estimate available here.
 DI6244
 DI6244.Click photographs - Photos may exist for this station.
 DI6244
 DI6244.The dynamic height is computed by dividing the NAVD 88
 DI6244.geopotential number by the normal gravity value computed on the
 DI6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6244.degrees latitude (g = 980.6199 gals.).
 DI6244
 DI6244.The modeled gravity was interpolated from observed gravity values.
 DI6244
 DI6244;                    North         East    Units  Estimated Accuracy
 DI6244;SPC MI S     -   161,431.3   4,115,953.8     MT  (+/- 3 meters HH1 GPS) 
 DI6244
 DI6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4126356489(NAD 83)
 DI6244
 DI6244                          SUPERSEDED SURVEY CONTROL
 DI6244
 DI6244.No superseded survey control is available for this station.
 DI6244
 DI6244_MARKER: DD = SURVEY DISK
 DI6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6244_STAMPING: 77641 2006
 DI6244_MARK LOGO: MIDT
 DI6244_PROJECTION: FLUSH
 DI6244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6244+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 DI6244
 DI6244  HISTORY     - Date     Condition        Report By
 DI6244  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6244  HISTORY     - 20200709 GOOD             MIDT
 DI6244
 DI6244                          STATION DESCRIPTION
 DI6244
 DI6244'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6244'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) NORTH OF ALLENTON,
 DI6244'5.2 MILES (8.37 KILOMETERS) NORTHEAST OF ALMONT, AND 7.6 MILES (12.23
 DI6244'KILOMETERS) NORTHWEST OF ARMADA, LOCATED ON THE WEST SIDE OF CAPAC
 DI6244'ROAD AND BETWEEN DRYDEN ROAD AND TUBSPRING ROAD.
 DI6244'
 DI6244'TO REACH THE STATION FROM THE JUNCTION OF ALMONT ROAD WITH CAPAC ROAD,
 DI6244'GO NORTH ALONG CAPAC ROAD FOR 1.4 MILES (2.25 KILOMETERS) TO THE
 DI6244'STATION ON THE LEFT.
 DI6244'
 DI6244'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6244'DISK STAMPED 77641 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6244'CONCRETE POST FLUSH WITH THE GROUND, 201.2 METERS (660.0 FEET) NORTH
 DI6244'OF THE SECOND DRIVE FOR HOUSE--1666--, 15.1 METERS (49.5 FEET)
 DI6244'NORTHEAST OF A TELEPHONE PEDESTAL, 7.7 METERS (25.3 FEET) NORTHWEST OF
 DI6244'THE CENTERLINE OF CAPAC ROAD, 6.3 METERS (20.6 FEET) SOUTHWEST OF A
 DI6244'MANHOLE, AND 1.0 METERS (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6244
 DI6244                          STATION RECOVERY (2020)
 DI6244
 DI6244'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6244'THE MARK IS 41.5 FT (12.6 M) NORTH OF A LARGE RIGHT TO LEFT ARROW SIGN
 DI6244'AND 83 FT (25.3 M) SOUTH OF A CHEVRON ARROW SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6245 ***********************************************************************
 DI6245  DESIGNATION -  77642
 DI6245  PID         -  DI6245
 DI6245  STATE/COUNTY-  MI/ST CLAIR
 DI6245  COUNTRY     -  US
 DI6245  USGS QUAD   -  ALLENTON (2017)
 DI6245
 DI6245                         *CURRENT SURVEY CONTROL
 DI6245  ______________________________________________________________________
 DI6245* NAD 83(2011) POSITION- 42 55 10.14595(N) 082 56 43.58114(W)   ADJUSTED
 DI6245* NAD 83(2011) ELLIP HT-   213.293 (meters)        (06/27/12)   ADJUSTED
 DI6245* NAD 83(2011) EPOCH   -  2010.00
 DI6245* NAVD 88 ORTHO HEIGHT -   248.247 (meters)      814.46  (feet) ADJUSTED
 DI6245  ______________________________________________________________________
 DI6245  GEOID HEIGHT    -        -34.934 (meters)                     GEOID18
 DI6245  NAD 83(2011) X  -    574,551.211 (meters)                     COMP
 DI6245  NAD 83(2011) Y  - -4,642,789.439 (meters)                     COMP
 DI6245  NAD 83(2011) Z  -  4,321,101.077 (meters)                     COMP
 DI6245  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DI6245  DYNAMIC HEIGHT  -        248.177 (meters)      814.23  (feet) COMP
 DI6245  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DI6245
 DI6245  VERT ORDER      -  SECOND    CLASS I
 DI6245
 DI6245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6245  Standards:
 DI6245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6245  -------------------------------------------------------------------
 DI6245  NETWORK    0.36   0.57           0.16   0.13   0.29     -0.05007904
 DI6245  -------------------------------------------------------------------
 DI6245  Click here for local accuracies and other accuracy information.
 DI6245
 DI6245.The horizontal coordinates were established by GPS observations
 DI6245.and adjusted by the National Geodetic Survey in June 2012.
 DI6245
 DI6245.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6245.been affixed to the stable North American tectonic plate. See 
 DI6245.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6245
 DI6245.The horizontal coordinates are valid at the epoch date displayed above
 DI6245.which is a decimal equivalence of Year/Month/Day.
 DI6245
 DI6245.The orthometric height was determined by differential leveling and
 DI6245.adjusted by the NATIONAL GEODETIC SURVEY
 DI6245.in July 2007.
 DI6245
 DI6245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6245.GEOID18 height accuracy estimate available here.
 DI6245
 DI6245.Click photographs - Photos may exist for this station.
 DI6245
 DI6245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6245
 DI6245.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6245
 DI6245.The ellipsoidal height was determined by GPS observations
 DI6245.and is referenced to NAD 83.
 DI6245
 DI6245.The dynamic height is computed by dividing the NAVD 88
 DI6245.geopotential number by the normal gravity value computed on the
 DI6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6245.degrees latitude (g = 980.6199 gals.).
 DI6245
 DI6245.The modeled gravity was interpolated from observed gravity values.
 DI6245
 DI6245. The following values were computed from the NAD 83(2011) position.
 DI6245
 DI6245;                    North         East     Units Scale Factor Converg.
 DI6245;SPC MI S     -   158,652.106 4,116,023.169   MT  0.99990706   +0 58 01.9
 DI6245;SPC MI S     -   520,512.16 13,504,013.02   iFT  0.99990706   +0 58 01.9
 DI6245;UTM  17      - 4,753,709.802   341,221.301   MT  0.99991015   -1 19 30.2
 DI6245
 DI6245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6245!SPC MI S     -   0.99996655  x   0.99990706  =   0.99987361
 DI6245!UTM  17      -   0.99996655  x   0.99991015  =   0.99987670
 DI6245
 DI6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4122153709(NAD 83)
 DI6245
 DI6245                          SUPERSEDED SURVEY CONTROL
 DI6245
 DI6245  NAD 83(2007)-  42 55 10.14604(N)    082 56 43.58205(W) AD(2002.00) 1
 DI6245  ELLIP H (06/10/07)  213.302  (m)                       GP(2002.00) 4 1
 DI6245  NAVD 88             248.25   (m)          814.5    (f) LEVELING    3  
 DI6245
 DI6245.Superseded values are not recommended for survey control.
 DI6245
 DI6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6245.See file dsdata.pdf to determine how the superseded data were derived.
 DI6245
 DI6245_MARKER: DD = SURVEY DISK
 DI6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6245_STAMPING: 77642 2006
 DI6245_MARK LOGO: MIDT
 DI6245_PROJECTION: FLUSH
 DI6245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6245+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 DI6245
 DI6245  HISTORY     - Date     Condition        Report By
 DI6245  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6245  HISTORY     - 20111026 GOOD             SPALD
 DI6245  HISTORY     - 20200708 GOOD             MIDT
 DI6245
 DI6245                          STATION DESCRIPTION
 DI6245
 DI6245'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6245'THE STATION IS LOCATED IN ALLENTON, 4.9 MILES (7.89 KILOMETERS) EAST
 DI6245'OF ALMONT, AND 6.0 MILES (9.66 KILOMETERS) NORTHWEST OF ARMADA,
 DI6245'LOCATED ON THE EAST SIDE OF CAPAC ROAD AND BETWEEN ALMONT ROAD AND OAK
 DI6245'STREET.
 DI6245'
 DI6245'TO REACH THE STATION FROM THE JUNCTION OF ALMONT ROAD WITH CAPAC ROAD,
 DI6245'GO SOUTH ALONG CAPAC ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO THE
 DI6245'STATION ON THE LEFT.
 DI6245'
 DI6245'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6245'DISK STAMPED 77642 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6245'CONCRETE POST FLUSH WITH THE GROUND, 15.5 METERS (50.9 FEET) NORTH OF
 DI6245'THE EXTENDED CENTER OF PRIVATE ENTRANCE--845--, 14.8 METERS (48.5
 DI6245'FEET) NORTH-NORTHWEST OF A POWER POLE, 7.0 METERS (23.0 FEET) EAST OF
 DI6245'THE CENTERLINE OF CAPAC ROAD, AND 1.0 METER (3.25 FEET) EAST OF A
 DI6245'CARSONITE WITNESS POST.
 DI6245
 DI6245                          STATION RECOVERY (2011)
 DI6245
 DI6245'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 DI6245'RECOVERED IN GOOD CONDITION.
 DI6245
 DI6245                          STATION RECOVERY (2020)
 DI6245
 DI6245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6245'THE MARK IS 61 FT (18.6 M) SOUTH OF THE CENTER OF THE DRIVEWAY OF
 DI6245'HOUSE 842 CAPAC ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6246 ***********************************************************************
 DI6246  DESIGNATION -  77643
 DI6246  PID         -  DI6246
 DI6246  STATE/COUNTY-  MI/ST CLAIR
 DI6246  COUNTRY     -  US
 DI6246  USGS QUAD   -  ALLENTON (2017)
 DI6246
 DI6246                         *CURRENT SURVEY CONTROL
 DI6246  ______________________________________________________________________
 DI6246* NAD 83(2011) POSITION- 42 53 54.90938(N) 082 56 42.73276(W)   ADJUSTED
 DI6246* NAD 83(2011) ELLIP HT-   207.721 (meters)        (06/27/12)   ADJUSTED
 DI6246* NAD 83(2011) EPOCH   -  2010.00
 DI6246* NAVD 88 ORTHO HEIGHT -   242.695 (meters)      796.24  (feet) ADJUSTED
 DI6246  ______________________________________________________________________
 DI6246  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 DI6246  NAD 83(2011) X  -    574,763.951 (meters)                     COMP
 DI6246  NAD 83(2011) Y  - -4,644,351.805 (meters)                     COMP
 DI6246  NAD 83(2011) Z  -  4,319,396.735 (meters)                     COMP
 DI6246  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 DI6246  DYNAMIC HEIGHT  -        242.626 (meters)      796.02  (feet) COMP
 DI6246  MODELED GRAVITY -    980,330.5   (mgal)                       NAVD 88
 DI6246
 DI6246  VERT ORDER      -  SECOND    CLASS I
 DI6246
 DI6246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6246  Standards:
 DI6246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6246  -------------------------------------------------------------------
 DI6246  NETWORK    0.29   0.47           0.13   0.10   0.24     -0.03426095
 DI6246  -------------------------------------------------------------------
 DI6246  Click here for local accuracies and other accuracy information.
 DI6246
 DI6246.The horizontal coordinates were established by GPS observations
 DI6246.and adjusted by the National Geodetic Survey in June 2012.
 DI6246
 DI6246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6246.been affixed to the stable North American tectonic plate. See 
 DI6246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6246
 DI6246.The horizontal coordinates are valid at the epoch date displayed above
 DI6246.which is a decimal equivalence of Year/Month/Day.
 DI6246
 DI6246.The orthometric height was determined by differential leveling and
 DI6246.adjusted by the NATIONAL GEODETIC SURVEY
 DI6246.in July 2007.
 DI6246
 DI6246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6246.GEOID18 height accuracy estimate available here.
 DI6246
 DI6246.Click photographs - Photos may exist for this station.
 DI6246
 DI6246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6246
 DI6246.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6246
 DI6246.The ellipsoidal height was determined by GPS observations
 DI6246.and is referenced to NAD 83.
 DI6246
 DI6246.The dynamic height is computed by dividing the NAVD 88
 DI6246.geopotential number by the normal gravity value computed on the
 DI6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6246.degrees latitude (g = 980.6199 gals.).
 DI6246
 DI6246.The modeled gravity was interpolated from observed gravity values.
 DI6246
 DI6246. The following values were computed from the NAD 83(2011) position.
 DI6246
 DI6246;                    North         East     Units Scale Factor Converg.
 DI6246;SPC MI S     -   156,331.282 4,116,081.598   MT  0.99990691   +0 58 02.5
 DI6246;SPC MI S     -   512,897.91 13,504,204.72   iFT  0.99990691   +0 58 02.5
 DI6246;UTM  17      - 4,751,388.491   341,186.869   MT  0.99991029   -1 19 27.8
 DI6246
 DI6246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6246!SPC MI S     -   0.99996743  x   0.99990691  =   0.99987434
 DI6246!UTM  17      -   0.99996743  x   0.99991029  =   0.99987772
 DI6246
 DI6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4118651388(NAD 83)
 DI6246
 DI6246                          SUPERSEDED SURVEY CONTROL
 DI6246
 DI6246  NAD 83(2007)-  42 53 54.90946(N)    082 56 42.73370(W) AD(2002.00) 1
 DI6246  ELLIP H (06/10/07)  207.728  (m)                       GP(2002.00) 4 1
 DI6246  NAVD 88             242.70   (m)          796.3    (f) LEVELING    3  
 DI6246
 DI6246.Superseded values are not recommended for survey control.
 DI6246
 DI6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6246.See file dsdata.pdf to determine how the superseded data were derived.
 DI6246
 DI6246_MARKER: DD = SURVEY DISK
 DI6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6246_STAMPING: 77643 2006
 DI6246_MARK LOGO: MIDT
 DI6246_PROJECTION: FLUSH
 DI6246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6246+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 DI6246
 DI6246  HISTORY     - Date     Condition        Report By
 DI6246  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6246  HISTORY     - 20101020 GOOD             SPALD
 DI6246  HISTORY     - 20111026 GOOD             SPALD
 DI6246
 DI6246                          STATION DESCRIPTION
 DI6246
 DI6246'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6246'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) SOUTH OF ALLENTON,
 DI6246'5.2 MILES (8.37 KILOMETERS) SOUTHEAST OF ALMONT, AND 4.8 MILES (7.72
 DI6246'KILOMETERS) NORTHWEST OF ARMADA, LOCATED ON THE WEST SIDE OF CAPAC
 DI6246'ROAD AND BETWEEN GOULD ROAD AND BORDMAN ROAD.
 DI6246'
 DI6246'TO REACH THE STATION FROM THE JUNCTION OF CAPAC ROAD WITH BORDMAN
 DI6246'ROAD, GO NORTH ALONG CAPAC ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO THE
 DI6246'STATION ON THE LEFT.
 DI6246'
 DI6246'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6246'DISK STAMPED 77643 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6246'CONCRETE POST FLUSH WITH THE GROUND, 0.45 MILES (0.72 KILOMETERS)
 DI6246'NORTH OF THE CENTER OF PRIVATE ENTRANCE--80779--, 0.21 MILES (0.34
 DI6246'KILOMETERS) SOUTH OF GOULD ROAD, 6.6 METERS (21.5 FEET) WEST OF THE
 DI6246'CENTERLINE OF CAPAC ROAD, AND 3.0 METERS (10.0 FEET) WEST OF THE EDGE
 DI6246'OF PAVEMENT.
 DI6246
 DI6246                          STATION RECOVERY (2010)
 DI6246
 DI6246'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2010 (CWB)
 DI6246'RECOVERED IN GOOD CONDITION.
 DI6246
 DI6246                          STATION RECOVERY (2011)
 DI6246
 DI6246'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 DI6246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5143 ***********************************************************************
 DJ5143  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5143  DESIGNATION -  77644
 DJ5143  PID         -  DJ5143
 DJ5143  STATE/COUNTY-  MI/ST CLAIR
 DJ5143  COUNTRY     -  US
 DJ5143  USGS QUAD   -  BROCKWAY (2017)
 DJ5143
 DJ5143                         *CURRENT SURVEY CONTROL
 DJ5143  ______________________________________________________________________
 DJ5143* NAD 83(2011) POSITION- 43 04 15.61077(N) 082 50 34.02331(W)   ADJUSTED
 DJ5143* NAD 83(2011) ELLIP HT-   217.078 (meters)        (06/27/12)   ADJUSTED
 DJ5143* NAD 83(2011) EPOCH   -  2010.00
 DJ5143* NAVD 88 ORTHO HEIGHT -   251.77  (meters)      826.0   (feet) GPS OBS
 DJ5143  ______________________________________________________________________
 DJ5143  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5143  GEOID HEIGHT    -        -34.622 (meters)                     GEOID03
 DJ5143  GEOID HEIGHT    -        -34.681 (meters)                     GEOID18
 DJ5143  NAD 83(2011) X  -    581,438.750 (meters)                     COMP
 DJ5143  NAD 83(2011) Y  - -4,630,365.651 (meters)                     COMP
 DJ5143  NAD 83(2011) Z  -  4,333,415.561 (meters)                     COMP
 DJ5143  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 DJ5143
 DJ5143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5143  Standards:
 DJ5143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5143  -------------------------------------------------------------------
 DJ5143  NETWORK    0.29   0.51           0.13   0.10   0.26     -0.00117503
 DJ5143  -------------------------------------------------------------------
 DJ5143  Click here for local accuracies and other accuracy information.
 DJ5143
 DJ5143.The horizontal coordinates were established by GPS observations
 DJ5143.and adjusted by the National Geodetic Survey in June 2012.
 DJ5143
 DJ5143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5143.been affixed to the stable North American tectonic plate. See 
 DJ5143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5143
 DJ5143.The horizontal coordinates are valid at the epoch date displayed above
 DJ5143.which is a decimal equivalence of Year/Month/Day.
 DJ5143
 DJ5143.The orthometric height was determined by GPS observations and a
 DJ5143.high-resolution geoid model using precise GPS observation and
 DJ5143.processing techniques.
 DJ5143
 DJ5143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5143.GEOID18 height accuracy estimate available here.
 DJ5143
 DJ5143.Click photographs - Photos may exist for this station.
 DJ5143
 DJ5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5143
 DJ5143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5143
 DJ5143.The ellipsoidal height was determined by GPS observations
 DJ5143.and is referenced to NAD 83.
 DJ5143
 DJ5143. The following values were computed from the NAD 83(2011) position.
 DJ5143
 DJ5143;                    North         East     Units Scale Factor Converg.
 DJ5143;SPC MI S     -   175,626.927 4,124,097.991   MT  0.99991213   +1 02 13.4
 DJ5143;SPC MI S     -   576,203.83 13,530,505.22   iFT  0.99991213   +1 02 13.4
 DJ5143;UTM  17      - 4,770,347.544   349,968.975   MT  0.99987691   -1 15 31.2
 DJ5143
 DJ5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5143!SPC MI S     -   0.99996596  x   0.99991213  =   0.99987809
 DJ5143!UTM  17      -   0.99996596  x   0.99987691  =   0.99984287
 DJ5143
 DJ5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4996870347(NAD 83)
 DJ5143
 DJ5143                          SUPERSEDED SURVEY CONTROL
 DJ5143
 DJ5143  NAD 83(2007)-  43 04 15.61078(N)    082 50 34.02407(W) AD(2002.00) 1
 DJ5143  ELLIP H (06/10/07)  217.098  (m)                       GP(2002.00) 4 1
 DJ5143
 DJ5143.Superseded values are not recommended for survey control.
 DJ5143
 DJ5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5143.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5143
 DJ5143_MARKER: DD = SURVEY DISK
 DJ5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5143_STAMPING: 77644 2006
 DJ5143_MARK LOGO: MIDT
 DJ5143_PROJECTION: FLUSH
 DJ5143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5143+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DJ5143
 DJ5143  HISTORY     - Date     Condition        Report By
 DJ5143  HISTORY     - 20060504 MONUMENTED       MIDT
 DJ5143
 DJ5143                          STATION DESCRIPTION
 DJ5143
 DJ5143'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5143'THE STATION IS LOCATED 4.7 MILES (7.56 KILOMETERS) SOUTHWEST OF YALE,
 DJ5143'6.8 MILES (10.94 KILOMETERS) NORTHWEST OF EMMETT, AND 11.8 MILES
 DJ5143'(18.99 KILOMETERS) NORTHEAST OF ALLENTON, IN THE NORTHWEST QUADRANT OF
 DJ5143'THE INTERSECTION OF WELCH ROAD WITH METCALF ROAD.
 DJ5143'
 DJ5143'TO REACH THE STATION FROM THE JUNCTION OF YALE ROAD WITH CAPAC ROAD,
 DJ5143'GO SOUTH ALONG CAPAC ROAD FOR 3.0 MILES (4.83 KILOMETERS) TO NORMAN
 DJ5143'ROAD, TURN LEFT AND GO EAST ON NORMAN ROAD FOR 4.3 MILES (6.92
 DJ5143'KILOMETERS) TO WELCH ROAD, TURN RIGHT AND GO SOUTH ON WELCH ROAD FOR
 DJ5143'1.0 MILE (1.61 KILOMETERS) TO METCALF ROAD, TURN LEFT AND GO EAST FOR
 DJ5143'0, 10 MILES ON METCALF ROAD TO THE STATION ON THE LEFT.
 DJ5143'
 DJ5143'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5143'DISK STAMPED 77644 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5143'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 72.8 METERS
 DJ5143'(239.0 FEET) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE--12685--, 33.8
 DJ5143'METERS (111.0 FEET) EAST OF THE EXTENDED CENTERLINE OF WELCH ROAD, 6.7
 DJ5143'METERS (22.0 FEET) NORTH OF THE CENTERLINE OF METCALF ROAD, AND 1.0
 DJ5143'METER (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5144 ***********************************************************************
 DJ5144  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5144  DESIGNATION -  77645
 DJ5144  PID         -  DJ5144
 DJ5144  STATE/COUNTY-  MI/ST CLAIR
 DJ5144  COUNTRY     -  US
 DJ5144  USGS QUAD   -  ADAIR (2017)
 DJ5144
 DJ5144                         *CURRENT SURVEY CONTROL
 DJ5144  ______________________________________________________________________
 DJ5144* NAD 83(2011) POSITION- 42 49 40.49430(N) 082 37 55.05927(W)   ADJUSTED
 DJ5144* NAD 83(2011) ELLIP HT-   161.439 (meters)        (06/27/12)   ADJUSTED
 DJ5144* NAD 83(2011) EPOCH   -  2010.00
 DJ5144* NAVD 88 ORTHO HEIGHT -   196.41  (meters)      644.4   (feet) GPS OBS
 DJ5144  ______________________________________________________________________
 DJ5144  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5144  GEOID HEIGHT    -        -34.928 (meters)                     GEOID03
 DJ5144  GEOID HEIGHT    -        -34.964 (meters)                     GEOID18
 DJ5144  NAD 83(2011) X  -    600,826.994 (meters)                     COMP
 DJ5144  NAD 83(2011) Y  - -4,646,403.058 (meters)                     COMP
 DJ5144  NAD 83(2011) Z  -  4,313,610.588 (meters)                     COMP
 DJ5144  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 DJ5144
 DJ5144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5144  Standards:
 DJ5144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5144  -------------------------------------------------------------------
 DJ5144  NETWORK    0.20   0.35           0.09   0.07   0.18      0.00835686
 DJ5144  -------------------------------------------------------------------
 DJ5144  Click here for local accuracies and other accuracy information.
 DJ5144
 DJ5144.The horizontal coordinates were established by GPS observations
 DJ5144.and adjusted by the National Geodetic Survey in June 2012.
 DJ5144
 DJ5144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5144.been affixed to the stable North American tectonic plate. See 
 DJ5144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5144
 DJ5144.The horizontal coordinates are valid at the epoch date displayed above
 DJ5144.which is a decimal equivalence of Year/Month/Day.
 DJ5144
 DJ5144.The orthometric height was determined by GPS observations and a
 DJ5144.high-resolution geoid model using precise GPS observation and
 DJ5144.processing techniques.
 DJ5144
 DJ5144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5144.GEOID18 height accuracy estimate available here.
 DJ5144
 DJ5144.Click photographs - Photos may exist for this station.
 DJ5144
 DJ5144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5144
 DJ5144.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5144
 DJ5144.The ellipsoidal height was determined by GPS observations
 DJ5144.and is referenced to NAD 83.
 DJ5144
 DJ5144. The following values were computed from the NAD 83(2011) position.
 DJ5144
 DJ5144;                    North         East     Units Scale Factor Converg.
 DJ5144;SPC MI S     -   148,962.314 4,141,820.514   MT  0.99990737   +1 10 49.9
 DJ5144;SPC MI S     -   488,721.50 13,588,649.98   iFT  0.99990737   +1 10 49.9
 DJ5144;UTM  17      - 4,742,996.934   366,609.547   MT  0.99981890   -1 06 34.4
 DJ5144
 DJ5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5144!SPC MI S     -   0.99997468  x   0.99990737  =   0.99988206
 DJ5144!UTM  17      -   0.99997468  x   0.99981890  =   0.99979359
 DJ5144
 DJ5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6660942996(NAD 83)
 DJ5144
 DJ5144                          SUPERSEDED SURVEY CONTROL
 DJ5144
 DJ5144  NAD 83(2007)-  42 49 40.49440(N)    082 37 55.06008(W) AD(2002.00) 1
 DJ5144  ELLIP H (06/10/07)  161.452  (m)                       GP(2002.00) 4 1
 DJ5144
 DJ5144.Superseded values are not recommended for survey control.
 DJ5144
 DJ5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5144.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5144
 DJ5144_MARKER: DD = SURVEY DISK
 DJ5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5144_STAMPING: 77645 2006
 DJ5144_MARK LOGO: MIDT
 DJ5144_PROJECTION: FLUSH
 DJ5144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5144+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2020
 DJ5144
 DJ5144  HISTORY     - Date     Condition        Report By
 DJ5144  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5144  HISTORY     - 20200330 GOOD             MCA
 DJ5144
 DJ5144                          STATION DESCRIPTION
 DJ5144
 DJ5144'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5144'THE STATION IS LOCATED 6.1 MILES (9.82 KILOMETERS) SOUTHWEST OF SMITHS
 DJ5144'CREEK, 4.0 MILES (6.44 KILOMETERS) SOUTHEAST OF COLUMBUS, AND 5.7
 DJ5144'MILES (9.17 KILOMETERS) NORTHEAST OF CASCO, LOCATED ON THE NORTH SIDE
 DJ5144'OF TRUMBLE LANE AND BETWEEN PALMS ROAD AND MAYER ROAD.
 DJ5144'
 DJ5144'TO REACH THE STATION FROM THE JUNCTION OF FRED WEST MOORE HIGHWAY WITH
 DJ5144'PALMS ROAD, GO NORTH ON PALMS ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO
 DJ5144'TRUMBLE LANE, TURN RIGHT AND GO EAST ON TRUMBLE LANE FOR 0.2 MI (0.3
 DJ5144'KM) (0.32 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5144'
 DJ5144'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5144'DISK STAMPED 77645 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5144'CONCRETE POST FLUSH WITH THE GROUND, 99.1 METERS (325.0 FEET) EAST OF
 DJ5144'THE CENTER OF PRIVATE ENTRANCE--7950--, 88.4 METERS (290.0 FEET) NORTH
 DJ5144'OF THE CENTERLINE OF TRUMBLE LANE, 67.4 METERS (221.0 FEET) WEST OF
 DJ5144'THE CENTER OF PRIVATE ENTRANCE--7884--, 2.6 METERS (8.5 FEET)
 DJ5144'SOUTHEAST OF A METAL PROPERTY MARKER POST, AND 1.0 METER (3.25 FEET)
 DJ5144'SOUTH OF A CARSONITE WITNESS POST.
 DJ5144
 DJ5144                          STATION RECOVERY (2020)
 DJ5144
 DJ5144'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DJ5144'THE MARK IS LOCATED IN A ROADSIDE WETLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5145 ***********************************************************************
 DJ5145  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5145  DESIGNATION -  77646
 DJ5145  PID         -  DJ5145
 DJ5145  STATE/COUNTY-  MI/ST CLAIR
 DJ5145  COUNTRY     -  US
 DJ5145  USGS QUAD   -  RUBY (2017)
 DJ5145
 DJ5145                         *CURRENT SURVEY CONTROL
 DJ5145  ______________________________________________________________________
 DJ5145* NAD 83(2011) POSITION- 43 05 54.03357(N) 082 35 56.77289(W)   ADJUSTED
 DJ5145* NAD 83(2011) ELLIP HT-   194.308 (meters)        (06/27/12)   ADJUSTED
 DJ5145* NAD 83(2011) EPOCH   -  2010.00
 DJ5145* NAVD 88 ORTHO HEIGHT -   228.98  (meters)      751.2   (feet) GPS OBS
 DJ5145  ______________________________________________________________________
 DJ5145  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5145  GEOID HEIGHT    -        -34.635 (meters)                     GEOID03
 DJ5145  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 DJ5145  NAD 83(2011) X  -    600,857.121 (meters)                     COMP
 DJ5145  NAD 83(2011) Y  - -4,625,776.927 (meters)                     COMP
 DJ5145  NAD 83(2011) Z  -  4,335,618.344 (meters)                     COMP
 DJ5145  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DJ5145
 DJ5145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5145  Standards:
 DJ5145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5145  -------------------------------------------------------------------
 DJ5145  NETWORK    0.30   0.49           0.13   0.11   0.25     -0.08158874
 DJ5145  -------------------------------------------------------------------
 DJ5145  Click here for local accuracies and other accuracy information.
 DJ5145
 DJ5145.The horizontal coordinates were established by GPS observations
 DJ5145.and adjusted by the National Geodetic Survey in June 2012.
 DJ5145
 DJ5145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5145.been affixed to the stable North American tectonic plate. See 
 DJ5145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5145
 DJ5145.The horizontal coordinates are valid at the epoch date displayed above
 DJ5145.which is a decimal equivalence of Year/Month/Day.
 DJ5145
 DJ5145.The orthometric height was determined by GPS observations and a
 DJ5145.high-resolution geoid model using precise GPS observation and
 DJ5145.processing techniques.
 DJ5145
 DJ5145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5145.GEOID18 height accuracy estimate available here.
 DJ5145
 DJ5145.Click photographs - Photos may exist for this station.
 DJ5145
 DJ5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5145
 DJ5145.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5145
 DJ5145.The ellipsoidal height was determined by GPS observations
 DJ5145.and is referenced to NAD 83.
 DJ5145
 DJ5145. The following values were computed from the NAD 83(2011) position.
 DJ5145
 DJ5145;                    North         East     Units Scale Factor Converg.
 DJ5145;SPC MI S     -   179,051.169 4,143,875.757   MT  0.99991379   +1 12 10.4
 DJ5145;SPC MI S     -   587,438.22 13,595,392.90   iFT  0.99991379   +1 12 10.4
 DJ5145;UTM  17      - 4,772,976.620   369,866.615   MT  0.99980833   -1 05 33.9
 DJ5145
 DJ5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5145!SPC MI S     -   0.99996953  x   0.99991379  =   0.99988332
 DJ5145!UTM  17      -   0.99996953  x   0.99980833  =   0.99977787
 DJ5145
 DJ5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6986672976(NAD 83)
 DJ5145
 DJ5145                          SUPERSEDED SURVEY CONTROL
 DJ5145
 DJ5145  NAD 83(2007)-  43 05 54.03355(N)    082 35 56.77379(W) AD(2002.00) 1
 DJ5145  ELLIP H (06/10/07)  194.328  (m)                       GP(2002.00) 4 1
 DJ5145
 DJ5145.Superseded values are not recommended for survey control.
 DJ5145
 DJ5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5145.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5145
 DJ5145_MARKER: DD = SURVEY DISK
 DJ5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5145_STAMPING: 77646 2006
 DJ5145_MARK LOGO: MIDT
 DJ5145_PROJECTION: FLUSH
 DJ5145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5145+STABILITY: SURFACE MOTION
 DJ5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5145+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DJ5145
 DJ5145  HISTORY     - Date     Condition        Report By
 DJ5145  HISTORY     - 20060504 MONUMENTED       MIDT
 DJ5145  HISTORY     - 20210622 GOOD             MIDT
 DJ5145
 DJ5145                          STATION DESCRIPTION
 DJ5145
 DJ5145'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5145'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) SOUTHWEST OF JEDDO,
 DJ5145'4.6 MILES (7.4 KILOMETERS) NORTHWEST OF NORTH STREET, AND 5.4 MI (8.7
 DJ5145'KM) (8.69 KILOMETERS) NORTHEAST OF AVOCA, LOCATED ALONG GIBBONS ROAD
 DJ5145'ABOUT 500 FT (152.4 METERS) SOUTH OF HEWITT ROAD.
 DJ5145'
 DJ5145'TO REACH THE STATION FROM THE JUNCTION OF GIBBONS ROAD WITH BURTCH
 DJ5145'ROAD, GO SOUTH ALONG GIBBONS ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO
 DJ5145'THE STATION ON THE LEFT.
 DJ5145'
 DJ5145'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5145'DISK STAMPED 77646 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5145'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 46.9 METERS
 DJ5145'(154.0 FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE--6690--, 33.4
 DJ5145'METERS (109.5 FEET) SOUTH OF A POWER POLE, 6.1 METERS (20.0 FEET) EAST
 DJ5145'OF THE CENTERLINE OF GIBBONS ROAD, AND 1.0 METER (3.25 FEET) EAST OF A
 DJ5145'CARSONITE WITNESS POST.
 DJ5145
 DJ5145                          STATION RECOVERY (2021)
 DJ5145
 DJ5145'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 DJ5145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5146 ***********************************************************************
 DJ5146  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5146  DESIGNATION -  77647
 DJ5146  PID         -  DJ5146
 DJ5146  STATE/COUNTY-  MI/ST CLAIR
 DJ5146  COUNTRY     -  US
 DJ5146  USGS QUAD   -  CAPAC (2017)
 DJ5146
 DJ5146                         *CURRENT SURVEY CONTROL
 DJ5146  ______________________________________________________________________
 DJ5146* NAD 83(2011) POSITION- 43 05 03.32232(N) 082 54 39.34529(W)   ADJUSTED
 DJ5146* NAD 83(2011) ELLIP HT-   207.735 (meters)        (06/27/12)   ADJUSTED
 DJ5146* NAD 83(2011) EPOCH   -  2010.00
 DJ5146* NAVD 88 ORTHO HEIGHT -   242.43  (meters)      795.4   (feet) GPS OBS
 DJ5146  ______________________________________________________________________
 DJ5146  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5146  GEOID HEIGHT    -        -34.609 (meters)                     GEOID03
 DJ5146  GEOID HEIGHT    -        -34.690 (meters)                     GEOID18
 DJ5146  NAD 83(2011) X  -    575,806.244 (meters)                     COMP
 DJ5146  NAD 83(2011) Y  - -4,630,049.192 (meters)                     COMP
 DJ5146  NAD 83(2011) Z  -  4,334,484.666 (meters)                     COMP
 DJ5146  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 DJ5146
 DJ5146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5146  Standards:
 DJ5146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5146  -------------------------------------------------------------------
 DJ5146  NETWORK    0.31   0.55           0.14   0.11   0.28      0.00691846
 DJ5146  -------------------------------------------------------------------
 DJ5146  Click here for local accuracies and other accuracy information.
 DJ5146
 DJ5146.The horizontal coordinates were established by GPS observations
 DJ5146.and adjusted by the National Geodetic Survey in June 2012.
 DJ5146
 DJ5146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5146.been affixed to the stable North American tectonic plate. See 
 DJ5146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5146
 DJ5146.The horizontal coordinates are valid at the epoch date displayed above
 DJ5146.which is a decimal equivalence of Year/Month/Day.
 DJ5146
 DJ5146.The orthometric height was determined by GPS observations and a
 DJ5146.high-resolution geoid model using precise GPS observation and
 DJ5146.processing techniques.
 DJ5146
 DJ5146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5146.GEOID18 height accuracy estimate available here.
 DJ5146
 DJ5146.Click photographs - Photos may exist for this station.
 DJ5146
 DJ5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5146
 DJ5146.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5146
 DJ5146.The ellipsoidal height was determined by GPS observations
 DJ5146.and is referenced to NAD 83.
 DJ5146
 DJ5146. The following values were computed from the NAD 83(2011) position.
 DJ5146
 DJ5146;                    North         East     Units Scale Factor Converg.
 DJ5146;SPC MI S     -   177,000.735 4,118,523.687   MT  0.99991291   +0 59 26.4
 DJ5146;SPC MI S     -   580,711.07 13,512,216.82   iFT  0.99991291   +0 59 26.4
 DJ5146;UTM  17      - 4,771,943.524   344,454.322   MT  0.99989764   -1 18 20.0
 DJ5146
 DJ5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5146!SPC MI S     -   0.99996742  x   0.99991291  =   0.99988034
 DJ5146!UTM  17      -   0.99996742  x   0.99989764  =   0.99986507
 DJ5146
 DJ5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4445471943(NAD 83)
 DJ5146
 DJ5146                          SUPERSEDED SURVEY CONTROL
 DJ5146
 DJ5146  NAD 83(2007)-  43 05 03.32231(N)    082 54 39.34601(W) AD(2002.00) 1
 DJ5146  ELLIP H (06/10/07)  207.755  (m)                       GP(2002.00) 4 1
 DJ5146
 DJ5146.Superseded values are not recommended for survey control.
 DJ5146
 DJ5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5146.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5146
 DJ5146_MARKER: DD = SURVEY DISK
 DJ5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5146_STAMPING: 77647 2006
 DJ5146_MARK LOGO: MIDT
 DJ5146_PROJECTION: FLUSH
 DJ5146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5146+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DJ5146
 DJ5146  HISTORY     - Date     Condition        Report By
 DJ5146  HISTORY     - 20060504 MONUMENTED       MIDT
 DJ5146
 DJ5146                          STATION DESCRIPTION
 DJ5146
 DJ5146'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5146'THE STATION IS LOCATED 6.5 MILES (10.46 KILOMETERS) SOUTHWEST OF YALE,
 DJ5146'7.5 MILES (12.07 KILOMETERS) SOUTHWEST OF MELVIN, AND 5.2 MILES (8.37
 DJ5146'KILOMETERS) NORTH-NORTHEAST OF CAPAC, IN THE NORTHEAST QUADRANT OF THE
 DJ5146'INTERSECTION OF NORMAN ROAD WITH STERLING ROAD.
 DJ5146'
 DJ5146'TO REACH THE STATION FROM THE JUNCTION OF YALE ROAD WITH CAPAC ROAD,
 DJ5146'GO SOUTH ALONG CAPAC ROAD FOR 3.0 MILES (4.83 KILOMETERS) TO NORMAN
 DJ5146'ROAD, TURN LEFT AND GO EAST ON NORMAN ROAD FOR 1.0 MILE (1.61
 DJ5146'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5146'
 DJ5146'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5146'DISK STAMPED 77647 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5146'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.6 METERS (61.0
 DJ5146'FEET) EAST OF THE EXTENDED CENTERLINE OF WINN ROAD, 8.8 METERS (29.0
 DJ5146'FEET) WEST OF A 7 FOOT (2.1 METER) CULVERT, 6.7 METERS (22.0 FEET)
 DJ5146'NORTH OF THE CENTERLINE OF NORMAN ROAD, AND 1.0 METER (3.25 FEET)
 DJ5146'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5147 ***********************************************************************
 DJ5147  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5147  DESIGNATION -  77648
 DJ5147  PID         -  DJ5147
 DJ5147  STATE/COUNTY-  MI/ST CLAIR
 DJ5147  COUNTRY     -  US
 DJ5147  USGS QUAD   -  LAKEPORT (2017)
 DJ5147
 DJ5147                         *CURRENT SURVEY CONTROL
 DJ5147  ______________________________________________________________________
 DJ5147* NAD 83(2011) POSITION- 43 00 03.53392(N) 082 29 39.93675(W)   ADJUSTED
 DJ5147* NAD 83(2011) ELLIP HT-   158.234 (meters)        (06/27/12)   ADJUSTED
 DJ5147* NAD 83(2011) EPOCH   -  2010.00
 DJ5147* NAVD 88 ORTHO HEIGHT -   193.09  (meters)      633.5   (feet) GPS OBS
 DJ5147  ______________________________________________________________________
 DJ5147  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5147  GEOID HEIGHT    -        -34.812 (meters)                     GEOID03
 DJ5147  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 DJ5147  NAD 83(2011) X  -    610,268.224 (meters)                     COMP
 DJ5147  NAD 83(2011) Y  - -4,631,965.758 (meters)                     COMP
 DJ5147  NAD 83(2011) Z  -  4,327,689.432 (meters)                     COMP
 DJ5147  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DJ5147
 DJ5147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5147  Standards:
 DJ5147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5147  -------------------------------------------------------------------
 DJ5147  NETWORK    0.22   0.37           0.10   0.08   0.19      0.01129165
 DJ5147  -------------------------------------------------------------------
 DJ5147  Click here for local accuracies and other accuracy information.
 DJ5147
 DJ5147.The horizontal coordinates were established by GPS observations
 DJ5147.and adjusted by the National Geodetic Survey in June 2012.
 DJ5147
 DJ5147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5147.been affixed to the stable North American tectonic plate. See 
 DJ5147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5147
 DJ5147.The horizontal coordinates are valid at the epoch date displayed above
 DJ5147.which is a decimal equivalence of Year/Month/Day.
 DJ5147
 DJ5147.The orthometric height was determined by GPS observations and a
 DJ5147.high-resolution geoid model using precise GPS observation and
 DJ5147.processing techniques.
 DJ5147
 DJ5147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5147.GEOID18 height accuracy estimate available here.
 DJ5147
 DJ5147.Click photographs - Photos may exist for this station.
 DJ5147
 DJ5147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5147
 DJ5147.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5147
 DJ5147.The ellipsoidal height was determined by GPS observations
 DJ5147.and is referenced to NAD 83.
 DJ5147
 DJ5147. The following values were computed from the NAD 83(2011) position.
 DJ5147
 DJ5147;                    North         East     Units Scale Factor Converg.
 DJ5147;SPC MI S     -   168,422.785 4,152,635.329   MT  0.99990892   +1 16 26.8
 DJ5147;SPC MI S     -   552,568.19 13,624,131.66   iFT  0.99990892   +1 16 26.8
 DJ5147;UTM  17      - 4,762,007.329   378,192.680   MT  0.99978253   -1 01 09.6
 DJ5147
 DJ5147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5147!SPC MI S     -   0.99997519  x   0.99990892  =   0.99988411
 DJ5147!UTM  17      -   0.99997519  x   0.99978253  =   0.99975772
 DJ5147
 DJ5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7819262007(NAD 83)
 DJ5147
 DJ5147                          SUPERSEDED SURVEY CONTROL
 DJ5147
 DJ5147  NAD 83(2007)-  43 00 03.53395(N)    082 29 39.93761(W) AD(2002.00) 1
 DJ5147  ELLIP H (06/10/07)  158.252  (m)                       GP(2002.00) 4 1
 DJ5147
 DJ5147.Superseded values are not recommended for survey control.
 DJ5147
 DJ5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5147.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5147
 DJ5147_MARKER: DD = SURVEY DISK
 DJ5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5147_STAMPING: 77648 2006
 DJ5147_MARK LOGO: MIDT
 DJ5147_PROJECTION: FLUSH
 DJ5147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5147+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DJ5147
 DJ5147  HISTORY     - Date     Condition        Report By
 DJ5147  HISTORY     - 20060504 MONUMENTED       MIDT
 DJ5147
 DJ5147                          STATION DESCRIPTION
 DJ5147
 DJ5147'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5147'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTH OF
 DJ5147'GARDENDALE, 4.3 MILES (6.92 KILOMETERS) SOUTHEAST OF NORTH STREET, AND
 DJ5147'3.1 MILES (4.99 KILOMETERS) NORTHWEST OF PORT HURON, LOCATED ON ATKINS
 DJ5147'ROAD AND BETWEEN BEACH ROAD AND AMBERWOOD DRIVE.
 DJ5147'
 DJ5147'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGWAY-69 WITH
 DJ5147'WATER STREET, GO NORTHWEST ALONG WATER STREET FOR 0.47 MILES (0.76
 DJ5147'KILOMETERS), CONTINUE ALONG WATER STREET WEST FOR 1.5 MILES (2.41
 DJ5147'KILOMETERS) TO BEACH ROAD, TURN RIGHT AND GO NORTH ON BEACH ROAD FOR
 DJ5147'0.4 MILES (0.64 KILOMETERS) TO ATKINS ROAD, TURN LEFT AND GO WEST FOR
 DJ5147'0.3 MILES (0.48 KILOMETERS) ALONG ATKINS ROAD TO THE STATION ON THE
 DJ5147'LEFT.
 DJ5147'
 DJ5147'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5147'DISK STAMPED 77648 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5147'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 26.5 METERS (87.0
 DJ5147'FEET) WEST-NORTHWEST OF A POWER POLE, 15.8 METERS (52.0 FEET) EAST OF
 DJ5147'THE CENTERLINE OF SPRUCE DRIVE, 11.6 METERS (38.0 FEET) EAST OF THE
 DJ5147'CENTER OF EXTENDED PRIVATE ENTRANCE--4204--, 8.8 METERS (29.0 FEET)
 DJ5147'SOUTH OF THE CENTERLINE OF ATKINS ROAD, 0.6 METERS (2.0 FEET) SOUTH OF
 DJ5147'THE BACK OF A CURB, AND 1.0 METER (3.25 FEET) NORTH OF A CARSONITE
 DJ5147'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5148 ***********************************************************************
 DJ5148  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5148  DESIGNATION -  77649
 DJ5148  PID         -  DJ5148
 DJ5148  STATE/COUNTY-  MI/ST CLAIR
 DJ5148  COUNTRY     -  US
 DJ5148  USGS QUAD   -  GOODELLS (2017)
 DJ5148
 DJ5148                         *CURRENT SURVEY CONTROL
 DJ5148  ______________________________________________________________________
 DJ5148* NAD 83(2011) POSITION- 42 56 47.37148(N) 082 38 33.90496(W)   ADJUSTED
 DJ5148* NAD 83(2011) ELLIP HT-   170.138 (meters)        (06/27/12)   ADJUSTED
 DJ5148* NAD 83(2011) EPOCH   -  2010.00
 DJ5148* NAVD 88 ORTHO HEIGHT -   204.99  (meters)      672.5   (feet) GPS OBS
 DJ5148  ______________________________________________________________________
 DJ5148  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5148  GEOID HEIGHT    -        -34.812 (meters)                     GEOID03
 DJ5148  GEOID HEIGHT    -        -34.847 (meters)                     GEOID18
 DJ5148  NAD 83(2011) X  -    598,804.719 (meters)                     COMP
 DJ5148  NAD 83(2011) Y  - -4,637,631.195 (meters)                     COMP
 DJ5148  NAD 83(2011) Z  -  4,323,268.389 (meters)                     COMP
 DJ5148  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 DJ5148
 DJ5148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5148  Standards:
 DJ5148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5148  -------------------------------------------------------------------
 DJ5148  NETWORK    0.20   0.35           0.09   0.07   0.18     -0.00359217
 DJ5148  -------------------------------------------------------------------
 DJ5148  Click here for local accuracies and other accuracy information.
 DJ5148
 DJ5148.The horizontal coordinates were established by GPS observations
 DJ5148.and adjusted by the National Geodetic Survey in June 2012.
 DJ5148
 DJ5148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5148.been affixed to the stable North American tectonic plate. See 
 DJ5148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5148
 DJ5148.The horizontal coordinates are valid at the epoch date displayed above
 DJ5148.which is a decimal equivalence of Year/Month/Day.
 DJ5148
 DJ5148.The orthometric height was determined by GPS observations and a
 DJ5148.high-resolution geoid model using precise GPS observation and
 DJ5148.processing techniques.
 DJ5148
 DJ5148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5148.GEOID18 height accuracy estimate available here.
 DJ5148
 DJ5148.Click photographs - Photos may exist for this station.
 DJ5148
 DJ5148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5148
 DJ5148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5148
 DJ5148.The ellipsoidal height was determined by GPS observations
 DJ5148.and is referenced to NAD 83.
 DJ5148
 DJ5148. The following values were computed from the NAD 83(2011) position.
 DJ5148
 DJ5148;                    North         East     Units Scale Factor Converg.
 DJ5148;SPC MI S     -   162,112.992 4,140,668.786   MT  0.99990745   +1 10 23.4
 DJ5148;SPC MI S     -   531,866.77 13,584,871.35   iFT  0.99990745   +1 10 23.4
 DJ5148;UTM  17      - 4,756,181.994   365,984.566   MT  0.99982095   -1 07 09.8
 DJ5148
 DJ5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5148!SPC MI S     -   0.99997332  x   0.99990745  =   0.99988077
 DJ5148!UTM  17      -   0.99997332  x   0.99982095  =   0.99979427
 DJ5148
 DJ5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6598456181(NAD 83)
 DJ5148
 DJ5148                          SUPERSEDED SURVEY CONTROL
 DJ5148
 DJ5148  NAD 83(2007)-  42 56 47.37154(N)    082 38 33.90584(W) AD(2002.00) 1
 DJ5148  ELLIP H (06/10/07)  170.155  (m)                       GP(2002.00) 4 1
 DJ5148
 DJ5148.Superseded values are not recommended for survey control.
 DJ5148
 DJ5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5148.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5148
 DJ5148_MARKER: DD = SURVEY DISK
 DJ5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5148_STAMPING: 77649 2006
 DJ5148_MARK LOGO: MIDT
 DJ5148_PROJECTION: FLUSH
 DJ5148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5148+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DJ5148
 DJ5148  HISTORY     - Date     Condition        Report By
 DJ5148  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5148
 DJ5148                          STATION DESCRIPTION
 DJ5148
 DJ5148'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5148'THE STATION IS LOCATED 2.7 MILES (4.35 KILOMETERS) SOUTHEAST OF
 DJ5148'GOODELLS, 4.6 MILES (7.4 KILOMETERS) NORTHEAST OF COLUMBUS, AND 3.0 MI
 DJ5148'(4.8 KM) (4.83 KILOMETERS) NORTHWEST OF SMITHS CREEK, IN THE NORTHEAST
 DJ5148'QUADRANT OF THE INTERSECTION OF LAMBS ROAD WITH PALMS ROAD.
 DJ5148'
 DJ5148'TO REACH THE STATION FROM THE JUNCTION OF WALES CENTER ROAD WITH LAMBS
 DJ5148'ROAD, GO NORTHEAST ON LAMBS ROAD FOR 1.8 MILES (2.9 KILOMETERS) TO THE
 DJ5148'STATION ON THE LEFT.
 DJ5148'
 DJ5148'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5148'DISK STAMPED 77649 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5148'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.8 METERS (61.6
 DJ5148'FEET) NORTH OF THE CENTERLINE OF LAMBS ROAD, 16.7 METERS (54.9 FEET)
 DJ5148'NORTHEAST OF A UTILITY POLE, 4.9 METERS (16.0 FEET) EAST OF THE
 DJ5148'CENTERLINE OF PALMS ROAD, AND 1.0 METER (3.25 FEET) EAST OF A
 DJ5148'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5149 ***********************************************************************
 DJ5149  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5149  DESIGNATION -  77650
 DJ5149  PID         -  DJ5149
 DJ5149  STATE/COUNTY-  MI/ST CLAIR
 DJ5149  COUNTRY     -  US
 DJ5149  USGS QUAD   -  GOODELLS (2017)
 DJ5149
 DJ5149                         *CURRENT SURVEY CONTROL
 DJ5149  ______________________________________________________________________
 DJ5149* NAD 83(2011) POSITION- 42 54 49.03070(N) 082 42 52.29632(W)   ADJUSTED
 DJ5149* NAD 83(2011) ELLIP HT-   188.757 (meters)        (06/27/12)   ADJUSTED
 DJ5149* NAD 83(2011) EPOCH   -  2010.00
 DJ5149* NAVD 88 ORTHO HEIGHT -   223.66  (meters)      733.8   (feet) GPS OBS
 DJ5149  ______________________________________________________________________
 DJ5149  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5149  GEOID HEIGHT    -        -34.860 (meters)                     GEOID03
 DJ5149  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 DJ5149  NAD 83(2011) X  -    593,311.771 (meters)                     COMP
 DJ5149  NAD 83(2011) Y  - -4,640,858.490 (meters)                     COMP
 DJ5149  NAD 83(2011) Z  -  4,320,607.166 (meters)                     COMP
 DJ5149  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DJ5149
 DJ5149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5149  Standards:
 DJ5149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5149  -------------------------------------------------------------------
 DJ5149  NETWORK    0.33   0.59           0.15   0.12   0.30      0.06759698
 DJ5149  -------------------------------------------------------------------
 DJ5149  Click here for local accuracies and other accuracy information.
 DJ5149
 DJ5149.The horizontal coordinates were established by GPS observations
 DJ5149.and adjusted by the National Geodetic Survey in June 2012.
 DJ5149
 DJ5149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5149.been affixed to the stable North American tectonic plate. See 
 DJ5149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5149
 DJ5149.The horizontal coordinates are valid at the epoch date displayed above
 DJ5149.which is a decimal equivalence of Year/Month/Day.
 DJ5149
 DJ5149.The orthometric height was determined by GPS observations and a
 DJ5149.high-resolution geoid model using precise GPS observation and
 DJ5149.processing techniques.
 DJ5149
 DJ5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5149.GEOID18 height accuracy estimate available here.
 DJ5149
 DJ5149.Click photographs - Photos may exist for this station.
 DJ5149
 DJ5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5149
 DJ5149.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5149
 DJ5149.The ellipsoidal height was determined by GPS observations
 DJ5149.and is referenced to NAD 83.
 DJ5149
 DJ5149. The following values were computed from the NAD 83(2011) position.
 DJ5149
 DJ5149;                    North         East     Units Scale Factor Converg.
 DJ5149;SPC MI S     -   158,344.764 4,134,884.446   MT  0.99990700   +1 07 27.6
 DJ5149;SPC MI S     -   519,503.82 13,565,893.85   iFT  0.99990700   +1 07 27.6
 DJ5149;UTM  17      - 4,752,648.406   360,054.589   MT  0.99984094   -1 10 03.4
 DJ5149
 DJ5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5149!SPC MI S     -   0.99997040  x   0.99990700  =   0.99987740
 DJ5149!UTM  17      -   0.99997040  x   0.99984094  =   0.99981134
 DJ5149
 DJ5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6005452648(NAD 83)
 DJ5149
 DJ5149                          SUPERSEDED SURVEY CONTROL
 DJ5149
 DJ5149  NAD 83(2007)-  42 54 49.03078(N)    082 42 52.29720(W) AD(2002.00) 1
 DJ5149  ELLIP H (06/10/07)  188.770  (m)                       GP(2002.00) 4 1
 DJ5149
 DJ5149.Superseded values are not recommended for survey control.
 DJ5149
 DJ5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5149.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5149
 DJ5149_MARKER: DD = SURVEY DISK
 DJ5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5149_STAMPING: 77650 2006
 DJ5149_MARK LOGO: MIDT
 DJ5149_PROJECTION: FLUSH
 DJ5149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5149+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DJ5149
 DJ5149  HISTORY     - Date     Condition        Report By
 DJ5149  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5149
 DJ5149                          STATION DESCRIPTION
 DJ5149
 DJ5149'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5149'THE STATION IS LOCATED 5.3 MILES (8.53 KILOMETERS) SOUTHWEST OF
 DJ5149'GOODELLS, 3.4 MILES (5.47 KILOMETERS) NORTHWEST OF COLUMBUS, AND 3.0
 DJ5149'MILES (4.83 KILOMETERS) NORTHEAST OF MEMPHIS, LOCATED ON THE NORTH
 DJ5149'SIDE OF SMITHS CREEK ROAD AND BETWEEN WALES RIDGE ROAD AND COVE ROAD.
 DJ5149'
 DJ5149'TO REACH THE STATION FROM THE JUNCTION OF WALES RIDGE ROAD WITH SMITHS
 DJ5149'CREEK ROAD, GO EAST ON SMITHS CREEK ROAD FOR 0.62 MILES (1.0
 DJ5149'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5149'
 DJ5149'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5149'DISK STAMPED 77650 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5149'CONCRETE POST FLUSH WITH THE GROUND, 8.2 METERS (27.0 FEET) WEST OF
 DJ5149'THE EXTENDED CENTER OF PRIVATE ENTRANCE--9835--, 8.0 METERS (26.3
 DJ5149'FEET) EAST-SOUTHEAST OF AN 18 INCH (46 CM) CORRUGATED METAL PIPE, 5.2
 DJ5149'METERS (17.0 FEET) NORTH OF THE CENTERLINE OF SMITHS CREEK ROAD, 2.2
 DJ5149'METERS (7.3 FEET) SOUTHEAST OF AN 18 INCH (46 CENTIMETER), AND 1.0
 DJ5149'METER (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5150 ***********************************************************************
 DJ5150  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5150  DESIGNATION -  77651
 DJ5150  PID         -  DJ5150
 DJ5150  STATE/COUNTY-  MI/ST CLAIR
 DJ5150  COUNTRY     -  US
 DJ5150  USGS QUAD   -  MEMPHIS (2017)
 DJ5150
 DJ5150                         *CURRENT SURVEY CONTROL
 DJ5150  ______________________________________________________________________
 DJ5150* NAD 83(2011) POSITION- 42 54 53.44045(N) 082 48 01.63479(W)   ADJUSTED
 DJ5150* NAD 83(2011) ELLIP HT-   190.756 (meters)        (06/27/12)   ADJUSTED
 DJ5150* NAD 83(2011) EPOCH   -  2010.00
 DJ5150* NAVD 88 ORTHO HEIGHT -   225.69  (meters)      740.5   (feet) GPS OBS
 DJ5150  ______________________________________________________________________
 DJ5150  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5150  GEOID HEIGHT    -        -34.879 (meters)                     GEOID03
 DJ5150  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 DJ5150  NAD 83(2011) X  -    586,339.712 (meters)                     COMP
 DJ5150  NAD 83(2011) Y  - -4,641,652.593 (meters)                     COMP
 DJ5150  NAD 83(2011) Z  -  4,320,708.191 (meters)                     COMP
 DJ5150  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 DJ5150
 DJ5150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5150  Standards:
 DJ5150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5150  -------------------------------------------------------------------
 DJ5150  NETWORK    0.26   0.43           0.11   0.10   0.22      0.00864156
 DJ5150  -------------------------------------------------------------------
 DJ5150  Click here for local accuracies and other accuracy information.
 DJ5150
 DJ5150.The horizontal coordinates were established by GPS observations
 DJ5150.and adjusted by the National Geodetic Survey in June 2012.
 DJ5150
 DJ5150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5150.been affixed to the stable North American tectonic plate. See 
 DJ5150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5150
 DJ5150.The horizontal coordinates are valid at the epoch date displayed above
 DJ5150.which is a decimal equivalence of Year/Month/Day.
 DJ5150
 DJ5150.The orthometric height was determined by GPS observations and a
 DJ5150.high-resolution geoid model using precise GPS observation and
 DJ5150.processing techniques.
 DJ5150
 DJ5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5150.GEOID18 height accuracy estimate available here.
 DJ5150
 DJ5150.Click photographs - Photos may exist for this station.
 DJ5150
 DJ5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5150
 DJ5150.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5150
 DJ5150.The ellipsoidal height was determined by GPS observations
 DJ5150.and is referenced to NAD 83.
 DJ5150
 DJ5150. The following values were computed from the NAD 83(2011) position.
 DJ5150
 DJ5150;                    North         East     Units Scale Factor Converg.
 DJ5150;SPC MI S     -   158,346.723 4,127,867.443   MT  0.99990701   +1 03 57.1
 DJ5150;SPC MI S     -   519,510.25 13,542,872.19   iFT  0.99990701   +1 03 57.1
 DJ5150;UTM  17      - 4,752,930.971   353,043.655   MT  0.99986569   -1 13 34.2
 DJ5150
 DJ5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5150!SPC MI S     -   0.99997009  x   0.99990701  =   0.99987710
 DJ5150!UTM  17      -   0.99997009  x   0.99986569  =   0.99983578
 DJ5150
 DJ5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5304352930(NAD 83)
 DJ5150
 DJ5150                          SUPERSEDED SURVEY CONTROL
 DJ5150
 DJ5150  NAD 83(2007)-  42 54 53.44053(N)    082 48 01.63567(W) AD(2002.00) 1
 DJ5150  ELLIP H (06/10/07)  190.768  (m)                       GP(2002.00) 4 1
 DJ5150
 DJ5150.Superseded values are not recommended for survey control.
 DJ5150
 DJ5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5150.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5150
 DJ5150_MARKER: DD = SURVEY DISK
 DJ5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5150_STAMPING: 77651 2006
 DJ5150_MARK LOGO: MIDT
 DJ5150_PROJECTION: FLUSH
 DJ5150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5150+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 DJ5150
 DJ5150  HISTORY     - Date     Condition        Report By
 DJ5150  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5150  HISTORY     - 20130930 GOOD             SPALD
 DJ5150
 DJ5150                          STATION DESCRIPTION
 DJ5150
 DJ5150'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5150'THE STATION IS LOCATED 7.6 MILES (12.23 KILOMETERS) NORTH-NORTHWEST OF
 DJ5150'RICHMOND, 2.0 MILES (3.22 KILOMETERS) NORTHWEST OF MEMPHIS, AND 7.3
 DJ5150'MILES (11.75 KILOMETERS) NORTHWEST OF COLUMBUS, LOCATED ON THE WEST
 DJ5150'SIDE OF BRAIDWOOD ROAD AND BETWEEN BELLE RIVER ROAD AND GILBERT RIDGE
 DJ5150'ROAD.
 DJ5150'
 DJ5150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (MEMPHIS
 DJ5150'RIDGE ROAD AND MAIN STREET) WITH BORDMAN ROAD, GO WEST ALONG BORDMAN
 DJ5150'ROAD FOR 1.6 MILES (2.57 KILOMETERS) TO BRAIDWOOD ROAD, TURN RIGHT AND
 DJ5150'GO NORTH ALONG BRAIDWOOD ROAD FOR 1.3 MILES (2.09 KILOMETERS) TO THE
 DJ5150'STATION ON THE LEFT.
 DJ5150'
 DJ5150'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5150'DISK STAMPED 77651 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5150'CONCRETE POST FLUSH WITH THE GROUND, 85.3 METERS (280.0 FEET) NORTH OF
 DJ5150'THE CENTER OF PRIVATE ENTRANCE--629--, 15.8 METERS (51.7 FEET) WEST OF
 DJ5150'A POWER POLE, 6.2 METERS (20.5 FEET) WEST OF THE CENTERLINE OF
 DJ5150'BRAIDWOOD ROAD, AND 1.0 METER (3.25 FEET) WEST OF A CARSONITE WITNESS
 DJ5150'POST.
 DJ5150
 DJ5150                          STATION RECOVERY (2013)
 DJ5150
 DJ5150'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (CWB)
 DJ5150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5151 ***********************************************************************
 DJ5151  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5151  DESIGNATION -  77652
 DJ5151  PID         -  DJ5151
 DJ5151  STATE/COUNTY-  MI/ST CLAIR
 DJ5151  COUNTRY     -  US
 DJ5151  USGS QUAD   -  GOODELLS (2017)
 DJ5151
 DJ5151                         *CURRENT SURVEY CONTROL
 DJ5151  ______________________________________________________________________
 DJ5151* NAD 83(2011) POSITION- 42 52 55.98367(N) 082 38 19.65879(W)   ADJUSTED
 DJ5151* NAD 83(2011) ELLIP HT-   162.656 (meters)        (06/27/12)   ADJUSTED
 DJ5151* NAD 83(2011) EPOCH   -  2010.00
 DJ5151* NAVD 88 ORTHO HEIGHT -   197.59  (meters)      648.3   (feet) GPS OBS
 DJ5151  ______________________________________________________________________
 DJ5151  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5151  GEOID HEIGHT    -        -34.892 (meters)                     GEOID03
 DJ5151  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 DJ5151  NAD 83(2011) X  -    599,747.264 (meters)                     COMP
 DJ5151  NAD 83(2011) Y  - -4,642,406.316 (meters)                     COMP
 DJ5151  NAD 83(2011) Z  -  4,318,033.792 (meters)                     COMP
 DJ5151  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 DJ5151
 DJ5151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5151  Standards:
 DJ5151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5151  -------------------------------------------------------------------
 DJ5151  NETWORK    0.22   0.37           0.10   0.08   0.19     -0.02337520
 DJ5151  -------------------------------------------------------------------
 DJ5151  Click here for local accuracies and other accuracy information.
 DJ5151
 DJ5151.The horizontal coordinates were established by GPS observations
 DJ5151.and adjusted by the National Geodetic Survey in June 2012.
 DJ5151
 DJ5151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5151.been affixed to the stable North American tectonic plate. See 
 DJ5151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5151
 DJ5151.The horizontal coordinates are valid at the epoch date displayed above
 DJ5151.which is a decimal equivalence of Year/Month/Day.
 DJ5151
 DJ5151.The orthometric height was determined by GPS observations and a
 DJ5151.high-resolution geoid model using precise GPS observation and
 DJ5151.processing techniques.
 DJ5151
 DJ5151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5151.GEOID18 height accuracy estimate available here.
 DJ5151
 DJ5151.Click photographs - Photos may exist for this station.
 DJ5151
 DJ5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5151
 DJ5151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5151
 DJ5151.The ellipsoidal height was determined by GPS observations
 DJ5151.and is referenced to NAD 83.
 DJ5151
 DJ5151. The following values were computed from the NAD 83(2011) position.
 DJ5151
 DJ5151;                    North         East     Units Scale Factor Converg.
 DJ5151;SPC MI S     -   154,981.467 4,141,138.163   MT  0.99990688   +1 10 33.1
 DJ5151;SPC MI S     -   508,469.38 13,586,411.30   iFT  0.99990688   +1 10 33.1
 DJ5151;UTM  17      - 4,749,038.021   366,168.358   MT  0.99982035   -1 06 55.3
 DJ5151
 DJ5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5151!SPC MI S     -   0.99997449  x   0.99990688  =   0.99988137
 DJ5151!UTM  17      -   0.99997449  x   0.99982035  =   0.99979485
 DJ5151
 DJ5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6616849038(NAD 83)
 DJ5151
 DJ5151                          SUPERSEDED SURVEY CONTROL
 DJ5151
 DJ5151  NAD 83(2007)-  42 52 55.98377(N)    082 38 19.65965(W) AD(2002.00) 1
 DJ5151  ELLIP H (06/10/07)  162.670  (m)                       GP(2002.00) 4 1
 DJ5151
 DJ5151.Superseded values are not recommended for survey control.
 DJ5151
 DJ5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5151.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5151
 DJ5151_MARKER: DD = SURVEY DISK
 DJ5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5151_STAMPING: 77652 2006
 DJ5151_MARK LOGO: MIDT
 DJ5151_PROJECTION: PROJECTING 30 CENTIMETERS
 DJ5151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5151+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2020
 DJ5151
 DJ5151  HISTORY     - Date     Condition        Report By
 DJ5151  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5151  HISTORY     - 20200330 GOOD             MCA
 DJ5151
 DJ5151                          STATION DESCRIPTION
 DJ5151
 DJ5151'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5151'THE STATION IS LOCATED 2.8 MILES (4.51 KILOMETERS) SOUTHEAST OF SMITHS
 DJ5151'CREEK, 1.2 MILES (1.93 KILOMETERS) SOUTHEAST OF COLUMBUS, AND 8.0
 DJ5151'MILES (12.87 KILOMETERS) SOUTHWEST OF MARYSVILLE, LOCATED ON THE EAST
 DJ5151'SIDE OF PALMS ROAD AND BETWEEN FRITH ROAD AND RATTLE RUN ROAD.
 DJ5151'
 DJ5151'TO REACH THE STATION FROM THE JUNCTION OF PALMS ROAD WITH RATTLE RUN
 DJ5151'ROAD, GO NORTH ON PALMS ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO THE
 DJ5151'STATION ON THE RIGHT.
 DJ5151'
 DJ5151'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5151'DISK STAMPED 77652 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5151'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 170.7 METERS
 DJ5151'(560.0 FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE--625--, 26.1
 DJ5151'METERS (85.6 FEET) NORTHEAST OF A POWER POLE, 8.4 METERS (27.4 FEET)
 DJ5151'SOUTHWEST OF A TELEPHONE PEDESTAL, 7.3 METERS (24.0 FEET) EAST OF THE
 DJ5151'CENTERLINE OF PALMS ROAD, AND 1.0 METER (3.25 FEET) EAST OF A
 DJ5151'CARSONITE WITNESS POST.
 DJ5151
 DJ5151                          STATION RECOVERY (2020)
 DJ5151
 DJ5151'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DJ5151'THE MARK IS LOCATED ON THE EAST SLOPE OF THE EASTERLY ROADSIDE DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5152 ***********************************************************************
 DJ5152  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5152  DESIGNATION -  77653
 DJ5152  PID         -  DJ5152
 DJ5152  STATE/COUNTY-  MI/ST CLAIR
 DJ5152  COUNTRY     -  US
 DJ5152  USGS QUAD   -  RATTLE RUN (2017)
 DJ5152
 DJ5152                         *CURRENT SURVEY CONTROL
 DJ5152  ______________________________________________________________________
 DJ5152* NAD 83(2011) POSITION- 42 46 15.94295(N) 082 34 20.80471(W)   ADJUSTED
 DJ5152* NAD 83(2011) ELLIP HT-   154.240 (meters)        (06/27/12)   ADJUSTED
 DJ5152* NAD 83(2011) EPOCH   -  2010.00
 DJ5152* NAVD 88 ORTHO HEIGHT -   189.23  (meters)      620.8   (feet) GPS OBS
 DJ5152  ______________________________________________________________________
 DJ5152  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5152  GEOID HEIGHT    -        -34.944 (meters)                     GEOID03
 DJ5152  GEOID HEIGHT    -        -34.986 (meters)                     GEOID18
 DJ5152  NAD 83(2011) X  -    606,206.785 (meters)                     COMP
 DJ5152  NAD 83(2011) Y  - -4,650,023.959 (meters)                     COMP
 DJ5152  NAD 83(2011) Z  -  4,308,974.208 (meters)                     COMP
 DJ5152  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DJ5152
 DJ5152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5152  Standards:
 DJ5152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5152  -------------------------------------------------------------------
 DJ5152  NETWORK    0.21   0.35           0.10   0.07   0.18      0.01911473
 DJ5152  -------------------------------------------------------------------
 DJ5152  Click here for local accuracies and other accuracy information.
 DJ5152
 DJ5152.The horizontal coordinates were established by GPS observations
 DJ5152.and adjusted by the National Geodetic Survey in June 2012.
 DJ5152
 DJ5152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5152.been affixed to the stable North American tectonic plate. See 
 DJ5152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5152
 DJ5152.The horizontal coordinates are valid at the epoch date displayed above
 DJ5152.which is a decimal equivalence of Year/Month/Day.
 DJ5152
 DJ5152.The orthometric height was determined by GPS observations and a
 DJ5152.high-resolution geoid model using precise GPS observation and
 DJ5152.processing techniques.
 DJ5152
 DJ5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5152.GEOID18 height accuracy estimate available here.
 DJ5152
 DJ5152.Click photographs - Photos may exist for this station.
 DJ5152
 DJ5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5152
 DJ5152.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5152
 DJ5152.The ellipsoidal height was determined by GPS observations
 DJ5152.and is referenced to NAD 83.
 DJ5152
 DJ5152. The following values were computed from the NAD 83(2011) position.
 DJ5152
 DJ5152;                    North         East     Units Scale Factor Converg.
 DJ5152;SPC MI S     -   142,754.252 4,146,819.932   MT  0.99990885   +1 13 15.7
 DJ5152;SPC MI S     -   468,353.85 13,605,052.27   iFT  0.99990885   +1 13 15.7
 DJ5152;UTM  17      - 4,736,594.725   371,356.507   MT  0.99980360   -1 04 04.6
 DJ5152
 DJ5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5152!SPC MI S     -   0.99997581  x   0.99990885  =   0.99988466
 DJ5152!UTM  17      -   0.99997581  x   0.99980360  =   0.99977942
 DJ5152
 DJ5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7135636594(NAD 83)
 DJ5152
 DJ5152                          SUPERSEDED SURVEY CONTROL
 DJ5152
 DJ5152  NAD 83(2007)-  42 46 15.94307(N)    082 34 20.80547(W) AD(2002.00) 1
 DJ5152  ELLIP H (06/10/07)  154.251  (m)                       GP(2002.00) 4 1
 DJ5152
 DJ5152.Superseded values are not recommended for survey control.
 DJ5152
 DJ5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5152.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5152
 DJ5152_MARKER: DD = SURVEY DISK
 DJ5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5152_STAMPING: 77653 2006
 DJ5152_MARK LOGO: MIDT
 DJ5152_PROJECTION: FLUSH
 DJ5152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5152+STABILITY: SURFACE MOTION
 DJ5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5152+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 DJ5152
 DJ5152  HISTORY     - Date     Condition        Report By
 DJ5152  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5152  HISTORY     - 20210803 GOOD             MIDT
 DJ5152
 DJ5152                          STATION DESCRIPTION
 DJ5152
 DJ5152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5152'THE STATION IS LOCATED 5.4 MILES (8.69 KILOMETERS) NORTHWEST OF MARINE
 DJ5152'CITY, 5.0 MILES (8.05 KILOMETERS) WEST OF HAWTHORNE, AND 5.8 MI (9.3
 DJ5152'KM) (9.33 KILOMETERS) SOUTHWEST OF SAINT.  CLAIR, IN THE NORTHWEST
 DJ5152'QUADRANT OF THE INTERSECTION OF LINDSEY ROAD WITH MCKINLEY ROAD.
 DJ5152'
 DJ5152'TO REACH THE STATION FROM THE JUNCTION OF MARINE CITY HIGHWAY WITH
 DJ5152'PALMS ROAD, GO NORTH ON PALMS ROAD FOR 3.1 MILES (4.99 KILOMETERS) TO
 DJ5152'LINDSEY ROAD, TURN RIGHT AND GO EAST ON LINDSEY ROAD FOR 3.1 MILES
 DJ5152'(4.99 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5152'
 DJ5152'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5152'DISK STAMPED 77653 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5152'CONCRETE POST FLUSH WITH THE GROUND, 72.2 METERS (237.0 FEET) NORTH OF
 DJ5152'THE CENTER OF PRIVATE ENTRANCE--4519--, 20.1 METERS (66.0 FEET)
 DJ5152'NORTHWEST OF A TELEPHONE PEDESTAL BOX, 17.4 METERS (57.0 FEET) NORTH
 DJ5152'OF THE CENTERLINE OF LINDSEY ROAD, 7.6 METERS (25.0 FEET) WEST OF THE
 DJ5152'CENTERLINE OF MCKINLEY ROAD, AND 1.0 METER (3.25 FEET) WEST OF A
 DJ5152'CARSONITE WITNESS POST.
 DJ5152
 DJ5152                          STATION RECOVERY (2021)
 DJ5152
 DJ5152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DJ5152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5153 ***********************************************************************
 DJ5153  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5153  DESIGNATION -  77655
 DJ5153  PID         -  DJ5153
 DJ5153  STATE/COUNTY-  MI/ST CLAIR
 DJ5153  COUNTRY     -  US
 DJ5153  USGS QUAD   -  ADAIR (2017)
 DJ5153
 DJ5153                         *CURRENT SURVEY CONTROL
 DJ5153  ______________________________________________________________________
 DJ5153* NAD 83(2011) POSITION- 42 47 20.94105(N) 082 41 38.02350(W)   ADJUSTED
 DJ5153* NAD 83(2011) ELLIP HT-   167.445 (meters)        (06/27/12)   ADJUSTED
 DJ5153* NAD 83(2011) EPOCH   -  2010.00
 DJ5153* NAVD 88 ORTHO HEIGHT -   202.42  (meters)      664.1   (feet) GPS OBS
 DJ5153  ______________________________________________________________________
 DJ5153  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5153  GEOID HEIGHT    -        -34.932 (meters)                     GEOID03
 DJ5153  GEOID HEIGHT    -        -34.969 (meters)                     GEOID18
 DJ5153  NAD 83(2011) X  -    596,176.781 (meters)                     COMP
 DJ5153  NAD 83(2011) Y  - -4,649,956.877 (meters)                     COMP
 DJ5153  NAD 83(2011) Z  -  4,310,455.332 (meters)                     COMP
 DJ5153  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 DJ5153
 DJ5153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5153  Standards:
 DJ5153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5153  -------------------------------------------------------------------
 DJ5153  NETWORK    0.25   0.39           0.11   0.09   0.20     -0.05023543
 DJ5153  -------------------------------------------------------------------
 DJ5153  Click here for local accuracies and other accuracy information.
 DJ5153
 DJ5153.The horizontal coordinates were established by GPS observations
 DJ5153.and adjusted by the National Geodetic Survey in June 2012.
 DJ5153
 DJ5153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5153.been affixed to the stable North American tectonic plate. See 
 DJ5153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5153
 DJ5153.The horizontal coordinates are valid at the epoch date displayed above
 DJ5153.which is a decimal equivalence of Year/Month/Day.
 DJ5153
 DJ5153.The orthometric height was determined by GPS observations and a
 DJ5153.high-resolution geoid model using precise GPS observation and
 DJ5153.processing techniques.
 DJ5153
 DJ5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5153.GEOID18 height accuracy estimate available here.
 DJ5153
 DJ5153.Click photographs - Photos may exist for this station.
 DJ5153
 DJ5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5153
 DJ5153.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5153
 DJ5153.The ellipsoidal height was determined by GPS observations
 DJ5153.and is referenced to NAD 83.
 DJ5153
 DJ5153. The following values were computed from the NAD 83(2011) position.
 DJ5153
 DJ5153;                    North         East     Units Scale Factor Converg.
 DJ5153;SPC MI S     -   144,554.755 4,136,843.296   MT  0.99990827   +1 08 18.1
 DJ5153;SPC MI S     -   474,261.01 13,572,320.52   iFT  0.99990827   +1 08 18.1
 DJ5153;UTM  17      - 4,738,792.077   361,460.628   MT  0.99983613   -1 09 03.1
 DJ5153
 DJ5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5153!SPC MI S     -   0.99997374  x   0.99990827  =   0.99988201
 DJ5153!UTM  17      -   0.99997374  x   0.99983613  =   0.99980988
 DJ5153
 DJ5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6146038792(NAD 83)
 DJ5153
 DJ5153                          SUPERSEDED SURVEY CONTROL
 DJ5153
 DJ5153  NAD 83(2007)-  42 47 20.94117(N)    082 41 38.02428(W) AD(2002.00) 1
 DJ5153  ELLIP H (06/10/07)  167.453  (m)                       GP(2002.00) 4 1
 DJ5153
 DJ5153.Superseded values are not recommended for survey control.
 DJ5153
 DJ5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5153.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5153
 DJ5153_MARKER: DD = SURVEY DISK
 DJ5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5153_STAMPING: 77655 2006
 DJ5153_MARK LOGO: MIDT
 DJ5153_PROJECTION: FLUSH
 DJ5153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5153+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DJ5153
 DJ5153  HISTORY     - Date     Condition        Report By
 DJ5153  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5153
 DJ5153                          STATION DESCRIPTION
 DJ5153
 DJ5153'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5153'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) SOUTHEAST OF
 DJ5153'RICHMOND, 2.9 MILES (4.67 KILOMETERS) NORTHWEST OF CASCO, AND 6.8
 DJ5153'MILES (10.94 KILOMETERS) NORTH OF ANCHORVILLE, LOCATED ON THE EAST
 DJ5153'SIDE OF CHURCH ROAD AND BETWEEN PUTTYGUT ROAD AND SAINT CLAIR HIGHWAY.
 DJ5153'TO REACH THE STATION FROM THE JUNCTION OF DIVISION ROAD WITH PALMS
 DJ5153'ROAD, GO SOUTH ON PALMS ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO SAINT
 DJ5153'CLAIR HIGHWAY, TURN RIGHT AND GO WEST ON SAINT CLAIR HIGHWAY FOR 3.1
 DJ5153'MILES (4.99 KILOMETERS) TO CHURCH ROAD, TURN LEFT AND GO SOUTH ON
 DJ5153'CHURCH ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5153'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5153'DISK STAMPED 77655 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5153'CONCRETE POST FLUSH WITH THE GROUND, 285.0 METERS (935.0 FEET) SOUTH
 DJ5153'OF PRIVATE ENTRANCE--3641--, 23.5 METERS (77.0 FEET) NORTHEAST OF A
 DJ5153'POWER POLE, 14.5 METERS (47.5 FEET) NORTH OF A STEEL FENCE POST, 7.9
 DJ5153'METERS (26.0 FEET) EAST OF THE CENTERLINE OF CHURCH ROAD, AND 1.0
 DJ5153'METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5154 ***********************************************************************
 DJ5154  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5154  DESIGNATION -  77656
 DJ5154  PID         -  DJ5154
 DJ5154  STATE/COUNTY-  MI/ST CLAIR
 DJ5154  COUNTRY     -  US
 DJ5154  USGS QUAD   -  ADAIR (2017)
 DJ5154
 DJ5154                         *CURRENT SURVEY CONTROL
 DJ5154  ______________________________________________________________________
 DJ5154* NAD 83(2011) POSITION- 42 51 04.46432(N) 082 42 19.38362(W)   ADJUSTED
 DJ5154* NAD 83(2011) ELLIP HT-   174.680 (meters)        (06/27/12)   ADJUSTED
 DJ5154* NAD 83(2011) EPOCH   -  2010.00
 DJ5154* NAVD 88 ORTHO HEIGHT -   209.64  (meters)      687.8   (feet) GPS OBS
 DJ5154  ______________________________________________________________________
 DJ5154  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5154  GEOID HEIGHT    -        -34.919 (meters)                     GEOID03
 DJ5154  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 DJ5154  NAD 83(2011) X  -    594,649.748 (meters)                     COMP
 DJ5154  NAD 83(2011) Y  - -4,645,431.177 (meters)                     COMP
 DJ5154  NAD 83(2011) Z  -  4,315,519.641 (meters)                     COMP
 DJ5154  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 DJ5154
 DJ5154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5154  Standards:
 DJ5154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5154  -------------------------------------------------------------------
 DJ5154  NETWORK    0.25   0.41           0.11   0.09   0.21     -0.02568891
 DJ5154  -------------------------------------------------------------------
 DJ5154  Click here for local accuracies and other accuracy information.
 DJ5154
 DJ5154.The horizontal coordinates were established by GPS observations
 DJ5154.and adjusted by the National Geodetic Survey in June 2012.
 DJ5154
 DJ5154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5154.been affixed to the stable North American tectonic plate. See 
 DJ5154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5154
 DJ5154.The horizontal coordinates are valid at the epoch date displayed above
 DJ5154.which is a decimal equivalence of Year/Month/Day.
 DJ5154
 DJ5154.The orthometric height was determined by GPS observations and a
 DJ5154.high-resolution geoid model using precise GPS observation and
 DJ5154.processing techniques.
 DJ5154
 DJ5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5154.GEOID18 height accuracy estimate available here.
 DJ5154
 DJ5154.Click photographs - Photos may exist for this station.
 DJ5154
 DJ5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5154
 DJ5154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5154
 DJ5154.The ellipsoidal height was determined by GPS observations
 DJ5154.and is referenced to NAD 83.
 DJ5154
 DJ5154. The following values were computed from the NAD 83(2011) position.
 DJ5154
 DJ5154;                    North         East     Units Scale Factor Converg.
 DJ5154;SPC MI S     -   151,431.673 4,135,767.473   MT  0.99990705   +1 07 50.0
 DJ5154;SPC MI S     -   496,823.07 13,568,790.92   iFT  0.99990705   +1 07 50.0
 DJ5154;UTM  17      - 4,745,706.005   360,660.490   MT  0.99983886   -1 09 36.0
 DJ5154
 DJ5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5154!SPC MI S     -   0.99997261  x   0.99990705  =   0.99987966
 DJ5154!UTM  17      -   0.99997261  x   0.99983886  =   0.99981147
 DJ5154
 DJ5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6066045706(NAD 83)
 DJ5154
 DJ5154                          SUPERSEDED SURVEY CONTROL
 DJ5154
 DJ5154  NAD 83(2007)-  42 51 04.46441(N)    082 42 19.38447(W) AD(2002.00) 1
 DJ5154  ELLIP H (06/10/07)  174.693  (m)                       GP(2002.00) 4 1
 DJ5154
 DJ5154.Superseded values are not recommended for survey control.
 DJ5154
 DJ5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5154.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5154
 DJ5154_MARKER: DD = SURVEY DISK
 DJ5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5154_STAMPING: 77656 2006
 DJ5154_MARK LOGO: MIDT
 DJ5154_PROJECTION: FLUSH
 DJ5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5154+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DJ5154
 DJ5154  HISTORY     - Date     Condition        Report By
 DJ5154  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5154
 DJ5154                          STATION DESCRIPTION
 DJ5154
 DJ5154'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5154'THE STATION IS LOCATED 3.8 MILES (6.12 KILOMETERS) NORTHEAST OF
 DJ5154'RICHMOND, 3.0 MILES (4.83 KILOMETERS) SOUTHWEST OF COLUMBUS, AND 4.5
 DJ5154'MI (7.2 KM) (7.24 KILOMETERS) SOUTHEAST OF MEMPHIS, LOCATED ON THE
 DJ5154'EAST SIDE OF BAUMAN ROAD AND BETWEEN CRAWFORD ROAD AND BIG HAND ROAD.
 DJ5154'
 DJ5154'TO REACH THE STATION FROM THE JUNCTION OF DOLAN ROAD WITH STODDARD
 DJ5154'ROAD, GO SOUTH ON STODDARD ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO
 DJ5154'WEBER ROAD, TURN LEFT AND GO EAST ON WEBER ROAD FOR 1.4 MILES (2.25
 DJ5154'KILOMETERS) TO BAUMAN ROAD, TURN RIGHT AND GO SOUTH ON BAUMAN ROAD FOR
 DJ5154'1.9 MI (3.1 KM) (3.06 KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5154'
 DJ5154'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5154'DISK STAMPED 77656 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5154'CONCRETE POST FLUSH WITH THE GROUND, 80.8 METERS (265.0 FEET) SOUTH OF
 DJ5154'THE CENTER OF PRIVATE ENTRANCE--1621--, 41.5 METERS (136.0 FEET)
 DJ5154'NORTHWEST OF A POWER POLE, 7.6 METERS (25.0 FEET) NORTHEAST OF THE
 DJ5154'CENTERLINE OF BAUMAN ROAD, AND 1.0 METER (3.25 FEET) WEST OF A
 DJ5154'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5155 ***********************************************************************
 DJ5155  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5155  DESIGNATION -  77657
 DJ5155  PID         -  DJ5155
 DJ5155  STATE/COUNTY-  MI/ST CLAIR
 DJ5155  COUNTRY     -  US
 DJ5155  USGS QUAD   -  RATTLE RUN (2017)
 DJ5155
 DJ5155                         *CURRENT SURVEY CONTROL
 DJ5155  ______________________________________________________________________
 DJ5155* NAD 83(2011) POSITION- 42 51 21.08010(N) 082 33 24.62568(W)   ADJUSTED
 DJ5155* NAD 83(2011) ELLIP HT-   155.181 (meters)        (06/27/12)   ADJUSTED
 DJ5155* NAD 83(2011) EPOCH   -  2010.00
 DJ5155* NAVD 88 ORTHO HEIGHT -   190.14  (meters)      623.8   (feet) GPS OBS
 DJ5155  ______________________________________________________________________
 DJ5155  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5155  GEOID HEIGHT    -        -34.918 (meters)                     GEOID03
 DJ5155  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 DJ5155  NAD 83(2011) X  -    606,644.359 (meters)                     COMP
 DJ5155  NAD 83(2011) Y  - -4,643,513.921 (meters)                     COMP
 DJ5155  NAD 83(2011) Z  -  4,315,882.272 (meters)                     COMP
 DJ5155  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DJ5155
 DJ5155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5155  Standards:
 DJ5155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5155  -------------------------------------------------------------------
 DJ5155  NETWORK    0.21   0.37           0.10   0.07   0.19      0.01504313
 DJ5155  -------------------------------------------------------------------
 DJ5155  Click here for local accuracies and other accuracy information.
 DJ5155
 DJ5155.The horizontal coordinates were established by GPS observations
 DJ5155.and adjusted by the National Geodetic Survey in June 2012.
 DJ5155
 DJ5155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5155.been affixed to the stable North American tectonic plate. See 
 DJ5155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5155
 DJ5155.The horizontal coordinates are valid at the epoch date displayed above
 DJ5155.which is a decimal equivalence of Year/Month/Day.
 DJ5155
 DJ5155.The orthometric height was determined by GPS observations and a
 DJ5155.high-resolution geoid model using precise GPS observation and
 DJ5155.processing techniques.
 DJ5155
 DJ5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5155.GEOID18 height accuracy estimate available here.
 DJ5155
 DJ5155.Click photographs - Photos may exist for this station.
 DJ5155
 DJ5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5155
 DJ5155.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5155
 DJ5155.The ellipsoidal height was determined by GPS observations
 DJ5155.and is referenced to NAD 83.
 DJ5155
 DJ5155. The following values were computed from the NAD 83(2011) position.
 DJ5155
 DJ5155;                    North         East     Units Scale Factor Converg.
 DJ5155;SPC MI S     -   152,194.487 4,147,894.334   MT  0.99990701   +1 13 53.9
 DJ5155;SPC MI S     -   499,325.74 13,608,577.21   iFT  0.99990701   +1 13 53.9
 DJ5155;UTM  17      - 4,745,983.496   372,807.076   MT  0.99979903   -1 03 32.5
 DJ5155
 DJ5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5155!SPC MI S     -   0.99997566  x   0.99990701  =   0.99988268
 DJ5155!UTM  17      -   0.99997566  x   0.99979903  =   0.99977470
 DJ5155
 DJ5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7280745983(NAD 83)
 DJ5155
 DJ5155                          SUPERSEDED SURVEY CONTROL
 DJ5155
 DJ5155  NAD 83(2007)-  42 51 21.08020(N)    082 33 24.62651(W) AD(2002.00) 1
 DJ5155  ELLIP H (06/10/07)  155.195  (m)                       GP(2002.00) 4 1
 DJ5155
 DJ5155.Superseded values are not recommended for survey control.
 DJ5155
 DJ5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5155.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5155
 DJ5155_MARKER: DD = SURVEY DISK
 DJ5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5155_STAMPING: 77657 2006
 DJ5155_MARK LOGO: MIDT
 DJ5155_PROJECTION: FLUSH
 DJ5155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5155+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DJ5155
 DJ5155  HISTORY     - Date     Condition        Report By
 DJ5155  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5155
 DJ5155                          STATION DESCRIPTION
 DJ5155
 DJ5155'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5155'THE STATION IS LOCATED 4.6 MILES (7.4 KILOMETERS) SOUTHEAST OF SMITHS
 DJ5155'CREEK, 5.6 MILES (9.01 KILOMETERS) SOUTHEAST OF COLUMBUS, AND 4.1
 DJ5155'MILES (6.6 KILOMETERS) NORTHWEST OF SAINT.  CLAIR, LOCATED ON THE WEST
 DJ5155'SIDE OF WADHAMS ROAD AND BETWEEN EXTENDED NEWMAN ROAD AND RATTLE RUN
 DJ5155'ROAD.
 DJ5155'
 DJ5155'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DJ5155'WADHAMS ROAD, GO SOUTH ON WADHAMS ROAD FOR 0.5 MILES (0.8 KILOMETERS)
 DJ5155'TO THE STATION ON THE RIGHT.
 DJ5155'
 DJ5155'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5155'DISK STAMPED 77657 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5155'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 24.7 METERS (81.0
 DJ5155'FEET) SOUTHEAST OF A POWER POLE, 10.4 METERS (34.0 FEET) WEST OF THE
 DJ5155'CENTERLINE OF WADHAMS ROAD, 6.4 METERS (21.0 FEET) NORTH OF THE
 DJ5155'EXTENDED PRIVATE ENTRANCE--1633--, AND 1.0 METER (3.25 FEET) EAST OF A
 DJ5155'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6364 ***********************************************************************
 DI6364  DESIGNATION -  77658
 DI6364  PID         -  DI6364
 DI6364  STATE/COUNTY-  MI/ST CLAIR
 DI6364  COUNTRY     -  US
 DI6364  USGS QUAD   -  CAPAC (2017)
 DI6364
 DI6364                         *CURRENT SURVEY CONTROL
 DI6364  ______________________________________________________________________
 DI6364* NAD 83(2011) POSITION- 43 01 37.38232(N) 082 56 23.69623(W)   ADJUSTED
 DI6364* NAD 83(2011) ELLIP HT-   219.365 (meters)        (06/27/12)   ADJUSTED
 DI6364* NAD 83(2011) EPOCH   -  2010.00
 DI6364* NAVD 88 ORTHO HEIGHT -   254.177 (meters)      833.91  (feet) ADJUSTED
 DI6364  ______________________________________________________________________
 DI6364  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 DI6364  NAD 83(2011) X  -    573,998.130 (meters)                     COMP
 DI6364  NAD 83(2011) Y  - -4,634,654.323 (meters)                     COMP
 DI6364  NAD 83(2011) Z  -  4,329,848.776 (meters)                     COMP
 DI6364  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 DI6364  DYNAMIC HEIGHT  -        254.110 (meters)      833.69  (feet) COMP
 DI6364  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 DI6364
 DI6364  VERT ORDER      -  SECOND    CLASS I
 DI6364
 DI6364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6364  Standards:
 DI6364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6364  -------------------------------------------------------------------
 DI6364  NETWORK    0.39   0.63           0.18   0.13   0.32     -0.08770914
 DI6364  -------------------------------------------------------------------
 DI6364  Click here for local accuracies and other accuracy information.
 DI6364
 DI6364.The horizontal coordinates were established by GPS observations
 DI6364.and adjusted by the National Geodetic Survey in June 2012.
 DI6364
 DI6364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6364.been affixed to the stable North American tectonic plate. See 
 DI6364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6364
 DI6364.The horizontal coordinates are valid at the epoch date displayed above
 DI6364.which is a decimal equivalence of Year/Month/Day.
 DI6364
 DI6364.The orthometric height was determined by differential leveling and
 DI6364.adjusted by the NATIONAL GEODETIC SURVEY
 DI6364.in July 2007.
 DI6364
 DI6364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6364.GEOID18 height accuracy estimate available here.
 DI6364
 DI6364.Click photographs - Photos may exist for this station.
 DI6364
 DI6364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6364
 DI6364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6364
 DI6364.The ellipsoidal height was determined by GPS observations
 DI6364.and is referenced to NAD 83.
 DI6364
 DI6364.The dynamic height is computed by dividing the NAVD 88
 DI6364.geopotential number by the normal gravity value computed on the
 DI6364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6364.degrees latitude (g = 980.6199 gals.).
 DI6364
 DI6364.The modeled gravity was interpolated from observed gravity values.
 DI6364
 DI6364. The following values were computed from the NAD 83(2011) position.
 DI6364
 DI6364;                    North         East     Units Scale Factor Converg.
 DI6364;SPC MI S     -   170,606.628 4,116,271.575   MT  0.99990994   +0 58 15.4
 DI6364;SPC MI S     -   559,733.03 13,504,828.00   iFT  0.99990994   +0 58 15.4
 DI6364;UTM  17      - 4,765,644.812   341,947.926   MT  0.99990731   -1 19 26.3
 DI6364
 DI6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6364!SPC MI S     -   0.99996560  x   0.99990994  =   0.99987554
 DI6364!UTM  17      -   0.99996560  x   0.99990731  =   0.99987291
 DI6364
 DI6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4194765644(NAD 83)
 DI6364
 DI6364                          SUPERSEDED SURVEY CONTROL
 DI6364
 DI6364  NAD 83(2007)-  43 01 37.38230(N)    082 56 23.69693(W) AD(2002.00) 1
 DI6364  ELLIP H (06/10/07)  219.380  (m)                       GP(2002.00) 4 1
 DI6364  NAVD 88             254.18   (m)          833.9    (f) LEVELING    3  
 DI6364
 DI6364.Superseded values are not recommended for survey control.
 DI6364
 DI6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6364.See file dsdata.pdf to determine how the superseded data were derived.
 DI6364
 DI6364_MARKER: DD = SURVEY DISK
 DI6364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6364_STAMPING: 77658 2006
 DI6364_MARK LOGO: MIDT
 DI6364_PROJECTION: FLUSH
 DI6364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6364+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 DI6364
 DI6364  HISTORY     - Date     Condition        Report By
 DI6364  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6364  HISTORY     - 20200713 GOOD             MIDT
 DI6364
 DI6364                          STATION DESCRIPTION
 DI6364
 DI6364'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (LDM)
 DI6364'THE STATION IS LOCATED 1.1 MILES (1.77 KILOMETERS) NORTH-NORTHWEST OF
 DI6364'CAPAC, 7.0 MILES (11.27 KILOMETERS) EAST OF IMLAY CITY, AND 7.5 MILES
 DI6364'(12.07 KILOMETERS) NORTH OF ALLENTON, LOCATED NORTH OF IMLAY CITY ROAD
 DI6364'AND BETWEEN LONE OAK DRIVE AND DOWNEY ROAD.
 DI6364'
 DI6364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH CADE
 DI6364'ROAD, GO NORTH ALONG CADE ROAD FOR 2.1 MILES (3.38 KILOMETERS) TO
 DI6364'IMLAY CITY ROAD, GO EAST ON IMLAY CITY ROAD FOR 2.5 MILES (4.02
 DI6364'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6364'
 DI6364'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6364'DISK STAMPED 77658 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6364'CONCRETE POST FLUSH WITH THE GROUND, 9.1 METERS (30.0 FEET) NORTH OF
 DI6364'THE CENTERLINE OF IMLAY CITY ROAD, 9.0 METERS (29.6 FEET) SOUTH OF A
 DI6364'RIGHT-OF-WAY FENCE, 6.7 METERS (22.0 FEET) EAST OF THE EXTENDED CENTER
 DI6364'OF PRIVATE ENTRANCE--15275--, AND 1.0 METERS (3.25 FEET) NORTH OF A
 DI6364'CARSONITE WITNESS POST.
 DI6364
 DI6364                          STATION RECOVERY (2020)
 DI6364
 DI6364'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6247 ***********************************************************************
 DI6247  DESIGNATION -  77659
 DI6247  PID         -  DI6247
 DI6247  STATE/COUNTY-  MI/ST CLAIR
 DI6247  COUNTRY     -  US
 DI6247  USGS QUAD   -  LAKEPORT (2017)
 DI6247
 DI6247                         *CURRENT SURVEY CONTROL
 DI6247  ______________________________________________________________________
 DI6247* NAD 83(1986) POSITION- 43 02 22.     (N) 082 27 27.     (W)   SCALED
 DI6247* NAVD 88 ORTHO HEIGHT -   182.335 (meters)      598.21  (feet) ADJUSTED
 DI6247  ______________________________________________________________________
 DI6247  GEOID HEIGHT    -        -34.864 (meters)                     GEOID18
 DI6247  DYNAMIC HEIGHT  -        182.291 (meters)      598.07  (feet) COMP
 DI6247  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 DI6247
 DI6247  VERT ORDER      -  SECOND    CLASS I
 DI6247
 DI6247.The horizontal coordinates were scaled from a map and have
 DI6247.an estimated accuracy of +/- 6 seconds.
 DI6247
 DI6247.The orthometric height was determined by differential leveling and
 DI6247.adjusted by the NATIONAL GEODETIC SURVEY
 DI6247.in July 2007.
 DI6247
 DI6247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6247.GEOID18 height accuracy estimate available here.
 DI6247
 DI6247.Click photographs - Photos may exist for this station.
 DI6247
 DI6247.The dynamic height is computed by dividing the NAVD 88
 DI6247.geopotential number by the normal gravity value computed on the
 DI6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6247.degrees latitude (g = 980.6199 gals.).
 DI6247
 DI6247.The modeled gravity was interpolated from observed gravity values.
 DI6247
 DI6247;                    North         East    Units  Estimated Accuracy
 DI6247;SPC MI S     -   172,760.    4,155,550.      MT  (+/- 180 meters Scaled)
 DI6247
 DI6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH812662(NAD 83)
 DI6247
 DI6247                          SUPERSEDED SURVEY CONTROL
 DI6247
 DI6247.No superseded survey control is available for this station.
 DI6247
 DI6247_MARKER: DD = SURVEY DISK
 DI6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6247_STAMPING: 77659 2006
 DI6247_MARK LOGO: MIDT
 DI6247_PROJECTION: FLUSH
 DI6247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6247+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6247
 DI6247  HISTORY     - Date     Condition        Report By
 DI6247  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6247
 DI6247                          STATION DESCRIPTION
 DI6247
 DI6247'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6247'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) EAST OF GARDENDALE,
 DI6247'3.7 MILES (5.95 KILOMETERS) SOUTHEAST OF NORTH STREET, AND 4.8 MILES
 DI6247'(7.72 KILOMETERS) NORTH OF PORT HURON, IN THE NORTHWEST QUADRANT OF
 DI6247'THE INTERSECTION OF STATE HIGHWAY M-25 WITH KEEWAHDIN ROAD.
 DI6247'
 DI6247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 WITH
 DI6247'KEEWAHDIN ROAD, GO WEST ALONG KEEWAHDIN ROAD FOR 85.3 METERS (280.0
 DI6247'FEET) TO THE STATION ON THE RIGHT.
 DI6247'
 DI6247'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6247'DISK STAMPED 77659 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6247'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 20.8 METERS (68.4
 DI6247'FEET) SOUTHWEST OF A LIGHT POLE, 16.8 METERS (55.0 FEET) WEST OF THE
 DI6247'CENTER OF THE EASTERLY MOST DRIVE FOR A CAR DEALERSHIP, 16.0 METERS
 DI6247'(52.6 FEET) SOUTH-SOUTHEAST OF A LIGHT POLE, 2.0 METERS (6.6 FEET)
 DI6247'NORTH OF THE BACK OF A CURB, AND 1.0 METERS (3.25 FEET) NORTH OF A
 DI6247'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6248 ***********************************************************************
 DI6248  DESIGNATION -  77660
 DI6248  PID         -  DI6248
 DI6248  STATE/COUNTY-  MI/ST CLAIR
 DI6248  COUNTRY     -  US
 DI6248  USGS QUAD   -  LAKEPORT (2017)
 DI6248
 DI6248                         *CURRENT SURVEY CONTROL
 DI6248  ______________________________________________________________________
 DI6248* NAD 83(1986) POSITION- 43 03 36.     (N) 082 28 40.     (W)   SCALED
 DI6248* NAVD 88 ORTHO HEIGHT -   184.676 (meters)      605.89  (feet) ADJUSTED
 DI6248  ______________________________________________________________________
 DI6248  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 DI6248  DYNAMIC HEIGHT  -        184.632 (meters)      605.75  (feet) COMP
 DI6248  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 DI6248
 DI6248  VERT ORDER      -  SECOND    CLASS I
 DI6248
 DI6248.The horizontal coordinates were scaled from a map and have
 DI6248.an estimated accuracy of +/- 6 seconds.
 DI6248
 DI6248.The orthometric height was determined by differential leveling and
 DI6248.adjusted by the NATIONAL GEODETIC SURVEY
 DI6248.in July 2007.
 DI6248
 DI6248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6248.GEOID18 height accuracy estimate available here.
 DI6248
 DI6248.Click photographs - Photos may exist for this station.
 DI6248
 DI6248.The dynamic height is computed by dividing the NAVD 88
 DI6248.geopotential number by the normal gravity value computed on the
 DI6248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6248.degrees latitude (g = 980.6199 gals.).
 DI6248
 DI6248.The modeled gravity was interpolated from observed gravity values.
 DI6248
 DI6248;                    North         East    Units  Estimated Accuracy
 DI6248;SPC MI S     -   175,010.    4,153,850.      MT  (+/- 180 meters Scaled)
 DI6248
 DI6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH796685(NAD 83)
 DI6248
 DI6248                          SUPERSEDED SURVEY CONTROL
 DI6248
 DI6248.No superseded survey control is available for this station.
 DI6248
 DI6248_MARKER: DD = SURVEY DISK
 DI6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6248_STAMPING: 77660 2006
 DI6248_MARK LOGO: MIDT
 DI6248_PROJECTION: FLUSH
 DI6248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6248+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6248
 DI6248  HISTORY     - Date     Condition        Report By
 DI6248  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6248
 DI6248                          STATION DESCRIPTION
 DI6248
 DI6248'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6248'THE STATION IS 1.7 MILES (2.74 KILOMETERS) NORTHEAST OF GARDENDALE,
 DI6248'2.5 MILES (4.02 KILOMETERS) EAST OF NORTH STREET, AND 3.8 MILES (6.12
 DI6248'KILOMETERS) SOUTH-SOUTHEAST OF LAKEPORT, LOCATED ON THE EAST SIDE OF
 DI6248'PARKER ROAD AND BETWEEN BRACE ROAD AND CARRIGAN ROAD.
 DI6248'
 DI6248'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY M-25 WITH
 DI6248'KEEWAHDIN ROAD, GO WEST ON KEEWAHDIN ROAD FOR 1.0 MILE (1.61
 DI6248'KILOMETERS) TO PARKER ROAD, TURN RIGHT AND GO NORTH ON PARKER ROAD FOR
 DI6248'1.5 MILES (2.41 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6248'
 DI6248'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6248'DISK STAMPED 77660 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6248'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 50.9 METERS
 DI6248'(167.0 FEET) NORTH OF THE PRIVATE ENTRANCE--5230--, 15.6 METERS (51.3
 DI6248'FEET) WEST OF A POWER POLE, 8.2 METERS (27.0 FEET) SOUTH OF THE CENTER
 DI6248'OF A GRAVEL DRIVE, 7.3 METERS (24.0 FEET) WEST OF THE CENTERLINE OF
 DI6248'PARKER ROAD, AND 1.0 METERS (3.25 FEET) EAST OF A CARSONITE WITNESS
 DI6248'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6365 ***********************************************************************
 DI6365  DESIGNATION -  77661
 DI6365  PID         -  DI6365
 DI6365  STATE/COUNTY-  MI/ST CLAIR
 DI6365  COUNTRY     -  US
 DI6365  USGS QUAD   -  GOODELLS (2017)
 DI6365
 DI6365                         *CURRENT SURVEY CONTROL
 DI6365  ______________________________________________________________________
 DI6365* NAD 83(1986) POSITION- 42 58 08.     (N) 082 38 06.     (W)   SCALED
 DI6365* NAVD 88 ORTHO HEIGHT -   207.798 (meters)      681.75  (feet) ADJUSTED
 DI6365  ______________________________________________________________________
 DI6365  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 DI6365  DYNAMIC HEIGHT  -        207.745 (meters)      681.58  (feet) COMP
 DI6365  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 DI6365
 DI6365  VERT ORDER      -  SECOND    CLASS I
 DI6365
 DI6365.The horizontal coordinates were scaled from a map and have
 DI6365.an estimated accuracy of +/- 6 seconds.
 DI6365
 DI6365.The orthometric height was determined by differential leveling and
 DI6365.adjusted by the NATIONAL GEODETIC SURVEY
 DI6365.in July 2007.
 DI6365
 DI6365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6365.GEOID18 height accuracy estimate available here.
 DI6365
 DI6365.Click photographs - Photos may exist for this station.
 DI6365
 DI6365.The dynamic height is computed by dividing the NAVD 88
 DI6365.geopotential number by the normal gravity value computed on the
 DI6365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6365.degrees latitude (g = 980.6199 gals.).
 DI6365
 DI6365.The modeled gravity was interpolated from observed gravity values.
 DI6365
 DI6365;                    North         East    Units  Estimated Accuracy
 DI6365;SPC MI S     -   164,610.    4,141,250.      MT  (+/- 180 meters Scaled)
 DI6365
 DI6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH666586(NAD 83)
 DI6365
 DI6365                          SUPERSEDED SURVEY CONTROL
 DI6365
 DI6365.No superseded survey control is available for this station.
 DI6365
 DI6365_MARKER: DD = SURVEY DISK
 DI6365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6365_STAMPING: 77661 2006
 DI6365_MARK LOGO: MIDT
 DI6365_PROJECTION: FLUSH
 DI6365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6365+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6365
 DI6365  HISTORY     - Date     Condition        Report By
 DI6365  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6365
 DI6365                          STATION DESCRIPTION
 DI6365
 DI6365'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (LDM)
 DI6365'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) SOUTHEAST OF
 DI6365'GOODELLS, 6.8 MILES (10.94 KILOMETERS) SOUTHEAST OF EMMETT, AND 6.2
 DI6365'MILES (9.98 KILOMETERS) NORTHEAST OF COLUMBUS, LOCATED ON SPARLING
 DI6365'ROAD AND BETWEEN EXTENDED EMERSON ROAD AND EXTENDED MAYER ROAD.
 DI6365'
 DI6365'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-69 WITH
 DI6365'WALES CENTER ROAD, GO SOUTH ALONG WALES CENTER ROAD FOR 0.27 MILES
 DI6365'(0.43 KILOMETERS) TO SPARLING ROAD, TURN LEFT AND GO EAST ON SPARLING
 DI6365'ROAD FOR 2.4 MILES (3.86 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6365'
 DI6365'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6365'DISK STAMPED 77661 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6365'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 16.9 METERS (55.3
 DI6365'FEET) EAST OF THE CENTER OF A GRAVEL DRIVE FOR HOUSE--7782--, 12.2
 DI6365'METERS (40.0 FEET) SOUTHEAST OF THE CENTER OF A UTILITY POLE, 5.1
 DI6365'METERS (16.6 FEET) NORTH OF THE CENTERLINE OF SPARLING ROAD, AND 0.6
 DI6365'METERS (2.0 FEET) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6249 ***********************************************************************
 DI6249  DESIGNATION -  77662
 DI6249  PID         -  DI6249
 DI6249  STATE/COUNTY-  MI/ST CLAIR
 DI6249  COUNTRY     -  US
 DI6249  USGS QUAD   -  CAPAC (2017)
 DI6249
 DI6249                         *CURRENT SURVEY CONTROL
 DI6249  ______________________________________________________________________
 DI6249* NAD 83(1986) POSITION- 43 00 37.     (N) 082 56 03.     (W)   SCALED
 DI6249* NAVD 88 ORTHO HEIGHT -   248.880 (meters)      816.53  (feet) ADJUSTED
 DI6249  ______________________________________________________________________
 DI6249  GEOID HEIGHT    -        -34.838 (meters)                     GEOID18
 DI6249  DYNAMIC HEIGHT  -        248.814 (meters)      816.32  (feet) COMP
 DI6249  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 DI6249
 DI6249  VERT ORDER      -  SECOND    CLASS I
 DI6249
 DI6249.The horizontal coordinates were scaled from a map and have
 DI6249.an estimated accuracy of +/- 6 seconds.
 DI6249
 DI6249.The orthometric height was determined by differential leveling and
 DI6249.adjusted by the NATIONAL GEODETIC SURVEY
 DI6249.in July 2007.
 DI6249
 DI6249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6249.GEOID18 height accuracy estimate available here.
 DI6249
 DI6249.Click photographs - Photos may exist for this station.
 DI6249
 DI6249.The dynamic height is computed by dividing the NAVD 88
 DI6249.geopotential number by the normal gravity value computed on the
 DI6249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6249.degrees latitude (g = 980.6199 gals.).
 DI6249
 DI6249.The modeled gravity was interpolated from observed gravity values.
 DI6249
 DI6249;                    North         East    Units  Estimated Accuracy
 DI6249;SPC MI S     -   168,750.    4,116,770.      MT  (+/- 180 meters Scaled)
 DI6249
 DI6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH423637(NAD 83)
 DI6249
 DI6249                          SUPERSEDED SURVEY CONTROL
 DI6249
 DI6249.No superseded survey control is available for this station.
 DI6249
 DI6249_MARKER: DD = SURVEY DISK
 DI6249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6249_STAMPING: 77662 2006
 DI6249_MARK LOGO: MIDT
 DI6249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6249+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 DI6249
 DI6249  HISTORY     - Date     Condition        Report By
 DI6249  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6249  HISTORY     - 20240625 GOOD             MIDT
 DI6249
 DI6249                          STATION DESCRIPTION
 DI6249
 DI6249'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6249'THE STATION IS LOCATED IN CAPAC, 6.5 MILES (10.46 KILOMETERS) NORTH OF
 DI6249'ALLENTON, AND 8.4 MILES (13.52 KILOMETERS) NORTHEAST OF ALMONT,
 DI6249'LOCATED SOUTH OF MEIJER ROAD AND WEST OF CAPAC ROAD (NORTH MAIN
 DI6249'STREET).
 DI6249'
 DI6249'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-69 WITH
 DI6249'CAPAC ROAD, GO NORTH ON CAPAC ROAD FOR 1.7 MILES (2.74 KILOMETERS) TO
 DI6249'MEIJER ROAD, GO WEST ON MEIJER ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO
 DI6249'THE STATION ON THE RIGHT.
 DI6249'
 DI6249'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6249'DISK STAMPED 77662 2006 SET IN THE CAPAC CORS STATION.  THE CORS
 DI6249'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE FENCED IN AREA
 DI6249'INSIDE OF THE PERIMETERS OF THE CAPAC ROAD COMMISSION, 1.2 METERS (4.0
 DI6249'FEET) EAST OF A FENCE, AND 1.5 METERS (5.0 FEET) NORTH OF A FENCE.
 DI6249'THE MARK IS ON THE TOP WEST SIDE OF THE CONCRETE BASE.
 DI6249
 DI6249                          STATION RECOVERY (2024)
 DI6249
 DI6249'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DI6249'CAPAC CORS STATION REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6250 ***********************************************************************
 DI6250  DESIGNATION -  77663
 DI6250  PID         -  DI6250
 DI6250  STATE/COUNTY-  MI/ST CLAIR
 DI6250  COUNTRY     -  US
 DI6250  USGS QUAD   -  AVOCA (2017)
 DI6250
 DI6250                         *CURRENT SURVEY CONTROL
 DI6250  ______________________________________________________________________
 DI6250* NAD 83(1986) POSITION- 43 03 39.     (N) 082 41 15.     (W)   SCALED
 DI6250* NAVD 88 ORTHO HEIGHT -   233.587 (meters)      766.36  (feet) ADJUSTED
 DI6250  ______________________________________________________________________
 DI6250  GEOID HEIGHT    -        -34.654 (meters)                     GEOID18
 DI6250  DYNAMIC HEIGHT  -        233.532 (meters)      766.18  (feet) COMP
 DI6250  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 DI6250
 DI6250  VERT ORDER      -  SECOND    CLASS I
 DI6250
 DI6250.The horizontal coordinates were scaled from a map and have
 DI6250.an estimated accuracy of +/- 6 seconds.
 DI6250
 DI6250.The orthometric height was determined by differential leveling and
 DI6250.adjusted by the NATIONAL GEODETIC SURVEY
 DI6250.in July 2007.
 DI6250
 DI6250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6250.GEOID18 height accuracy estimate available here.
 DI6250
 DI6250.Click photographs - Photos may exist for this station.
 DI6250
 DI6250.The dynamic height is computed by dividing the NAVD 88
 DI6250.geopotential number by the normal gravity value computed on the
 DI6250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6250.degrees latitude (g = 980.6199 gals.).
 DI6250
 DI6250.The modeled gravity was interpolated from observed gravity values.
 DI6250
 DI6250;                    North         East    Units  Estimated Accuracy
 DI6250;SPC MI S     -   174,740.    4,136,770.      MT  (+/- 180 meters Scaled)
 DI6250
 DI6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH625689(NAD 83)
 DI6250
 DI6250                          SUPERSEDED SURVEY CONTROL
 DI6250
 DI6250.No superseded survey control is available for this station.
 DI6250
 DI6250_MARKER: DD = SURVEY DISK
 DI6250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6250_STAMPING: 77663 2006
 DI6250_MARK LOGO: MIDT
 DI6250_PROJECTION: FLUSH
 DI6250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI6250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6250+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 DI6250
 DI6250  HISTORY     - Date     Condition        Report By
 DI6250  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6250  HISTORY     - 20240625 GOOD             MIDT
 DI6250
 DI6250                          STATION DESCRIPTION
 DI6250
 DI6250'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6250'THE STATION IS LOCATED IN AVOCA, 6.2 MILES (9.98 KILOMETERS) NORTHEAST
 DI6250'OF EMMET, AND 5.8 MILES (9.33 KILOMETERS) NORTH-NORTHWEST OF GOODELLS,
 DI6250'LOCATED SOUTH OF STATE HIGHWAY M-136 (AVOCA ROAD) AND BETWEEN EXTENDED
 DI6250'CHERRY AND EXTENDED PINE.
 DI6250'
 DI6250'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-136 (AVOCA
 DI6250'ROAD) WITH KILGORE ROAD, GO EAST ON STATE HIGHWAY M-136 (AVOCA ROAD)
 DI6250'FOR 0.4 MILES (0.64 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6250'
 DI6250'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6250'DISK STAMPED 77663 2006 SET IN THE BASE OF THE AVOCA CORS STATION.
 DI6250'THE CORS STATION IS LOCATED BEHIND THE ROAD COMMISSION BUILDING IN
 DI6250'AVOCA.  THE CORS STATION IS ABOUT 91.4 METERS (300.0 FEET) SOUTHEAST
 DI6250'OF THE MAIN SHED.  THE MARK IS 1.3 METERS (4.3 FEET) ABOVE THE GROUND,
 DI6250'SET VERTICALLY.
 DI6250
 DI6250                          STATION RECOVERY (2024)
 DI6250
 DI6250'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DI6250'AVOCA CORS STATION REFERENCE MARK, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6251 ***********************************************************************
 DI6251  DESIGNATION -  77664
 DI6251  PID         -  DI6251
 DI6251  STATE/COUNTY-  MI/ST CLAIR
 DI6251  COUNTRY     -  US
 DI6251  USGS QUAD   -  LAKEPORT (2017)
 DI6251
 DI6251                         *CURRENT SURVEY CONTROL
 DI6251  ______________________________________________________________________
 DI6251* NAD 83(1986) POSITION- 43 02 18.77   (N) 082 29 27.38   (W)   HD_HELD1
 DI6251* NAVD 88 ORTHO HEIGHT -   186.665 (meters)      612.42  (feet) ADJUSTED
 DI6251  ______________________________________________________________________
 DI6251  GEOID HEIGHT    -        -34.831 (meters)                     GEOID18
 DI6251  DYNAMIC HEIGHT  -        186.620 (meters)      612.27  (feet) COMP
 DI6251  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 DI6251
 DI6251  VERT ORDER      -  SECOND    CLASS I
 DI6251
 DI6251.The horizontal coordinates were determined by differentially corrected
 DI6251.hand held GPS observations or other comparable positioning techniques
 DI6251.and have an estimated accuracy of +/- 3 meters.
 DI6251
 DI6251.The orthometric height was determined by differential leveling and
 DI6251.adjusted by the NATIONAL GEODETIC SURVEY
 DI6251.in July 2007.
 DI6251
 DI6251.No vertical observational check was made to the station.
 DI6251
 DI6251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6251.GEOID18 height accuracy estimate available here.
 DI6251
 DI6251.Click photographs - Photos may exist for this station.
 DI6251
 DI6251.The dynamic height is computed by dividing the NAVD 88
 DI6251.geopotential number by the normal gravity value computed on the
 DI6251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6251.degrees latitude (g = 980.6199 gals.).
 DI6251
 DI6251.The modeled gravity was interpolated from observed gravity values.
 DI6251
 DI6251;                    North         East    Units  Estimated Accuracy
 DI6251;SPC MI S     -   172,601.0   4,152,826.7     MT  (+/- 3 meters HH1 GPS) 
 DI6251
 DI6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7855166173(NAD 83)
 DI6251
 DI6251                          SUPERSEDED SURVEY CONTROL
 DI6251
 DI6251.No superseded survey control is available for this station.
 DI6251
 DI6251_MARKER: DD = SURVEY DISK
 DI6251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6251_STAMPING: 77664 2006
 DI6251_MARK LOGO: MIDT
 DI6251_PROJECTION: FLUSH
 DI6251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6251+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6251
 DI6251  HISTORY     - Date     Condition        Report By
 DI6251  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6251  HISTORY     - 20210804 MARK NOT FOUND   MIDT
 DI6251
 DI6251                          STATION DESCRIPTION
 DI6251
 DI6251'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6251'THE STATION IS LOCATED IN GARDENDALE, 2.2 MILES (3.54 KILOMETERS)
 DI6251'SOUTHEAST OF NORTH STREET, AND 5.2 MILES (8.37 KILOMETERS) SOUTH OF
 DI6251'LAKEPORT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF KEEWAHDIN
 DI6251'ROAD WITH ABEL DRIVE.
 DI6251'
 DI6251'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY M-136 (PINE
 DI6251'GROVE AVENUE) WITH KEEWAHDIN ROAD, GO WEST ON STATE HIGHWAY M-136
 DI6251'(PINE GROVE AVENUE) FOR 0.35 MILES (0.56 KILOMETERS) TO THE STATION ON
 DI6251'THE LEFT.
 DI6251'
 DI6251'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6251'DISK STAMPED 77664 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6251'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.3 METERS (43.5
 DI6251'FEET) WEST OF THE CENTER OF PRIVATE ENTRANCE--3865--, 5.3 METERS (17.5
 DI6251'FEET) NORTH-NORTHEAST OF A CATCH BASIN, AND 1.0 METERS (3.25 FEET)
 DI6251'SOUTH OF A CARSONITE WITNESS POST.
 DI6251
 DI6251                          STATION RECOVERY (2021)
 DI6251
 DI6251'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DI6251'LOOKED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6252 ***********************************************************************
 DI6252  DESIGNATION -  77665
 DI6252  PID         -  DI6252
 DI6252  STATE/COUNTY-  MI/ST CLAIR
 DI6252  COUNTRY     -  US
 DI6252  USGS QUAD   -  LAKEPORT (2017)
 DI6252
 DI6252                         *CURRENT SURVEY CONTROL
 DI6252  ______________________________________________________________________
 DI6252* NAD 83(1986) POSITION- 43 02 18.     (N) 082 29 06.     (W)   SCALED
 DI6252* NAVD 88 ORTHO HEIGHT -   185.419 (meters)      608.33  (feet) ADJUSTED
 DI6252  ______________________________________________________________________
 DI6252  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 DI6252  DYNAMIC HEIGHT  -        185.375 (meters)      608.18  (feet) COMP
 DI6252  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 DI6252
 DI6252  VERT ORDER      -  SECOND    CLASS I
 DI6252
 DI6252.The horizontal coordinates were scaled from a map and have
 DI6252.an estimated accuracy of +/- 6 seconds.
 DI6252
 DI6252.The orthometric height was determined by differential leveling and
 DI6252.adjusted by the NATIONAL GEODETIC SURVEY
 DI6252.in July 2007.
 DI6252
 DI6252.No vertical observational check was made to the station.
 DI6252
 DI6252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6252.GEOID18 height accuracy estimate available here.
 DI6252
 DI6252.Click photographs - Photos may exist for this station.
 DI6252
 DI6252.The dynamic height is computed by dividing the NAVD 88
 DI6252.geopotential number by the normal gravity value computed on the
 DI6252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6252.degrees latitude (g = 980.6199 gals.).
 DI6252
 DI6252.The modeled gravity was interpolated from observed gravity values.
 DI6252
 DI6252;                    North         East    Units  Estimated Accuracy
 DI6252;SPC MI S     -   172,590.    4,153,310.      MT  (+/- 180 meters Scaled)
 DI6252
 DI6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH790661(NAD 83)
 DI6252
 DI6252                          SUPERSEDED SURVEY CONTROL
 DI6252
 DI6252.No superseded survey control is available for this station.
 DI6252
 DI6252_MARKER: DD = SURVEY DISK
 DI6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6252_STAMPING: 77665 2006
 DI6252_MARK LOGO: MIDT
 DI6252_PROJECTION: FLUSH
 DI6252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6252+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6252
 DI6252  HISTORY     - Date     Condition        Report By
 DI6252  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6252
 DI6252                          STATION DESCRIPTION
 DI6252
 DI6252'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6252'THE STATION IS LOCATED 0.4 MILES (0.64 KILOMETERS) EAST OF GARDENDALE,
 DI6252'5.2 MILES (8.37 KILOMETERS) NORTHWEST OF PORT HURON, AND 5.5 MILES
 DI6252'(8.85 KILOMETERS) NORTHEAST OF SPARLING, LOCATED AT THE INTERSECTION
 DI6252'OF KEEWAHDIN ROAD WITH STATE HIGHWAY M-136 (PINE GROVE AVENUE).
 DI6252'
 DI6252'LOCATED 30.5 METERS (100.0 FEET) NORTHWEST OF THE INTERSECTION OF
 DI6252'STATE HIGHWAY M-136 (PINE GROVE AVENUE) WITH KEEWAHDIN ROAD.
 DI6252'
 DI6252'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6252'DISK STAMPED 77665 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6252'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 15.5 METERS (51.0
 DI6252'FEET) NORTHWEST OF A FIRE HYDRANT, 14.6 METERS (48.0 FEET) SOUTH OF
 DI6252'THE CENTERLINE OF STATE HIGHWAY M-136 (PINE GROVE AVENUE), 9.1 METERS
 DI6252'(30.0 FEET) SOUTHEAST OF A LIGHT POLE, AND 1.0 METERS (3.25 FEET)
 DI6252'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6253 ***********************************************************************
 DI6253  DESIGNATION -  77666
 DI6253  PID         -  DI6253
 DI6253  STATE/COUNTY-  MI/ST CLAIR
 DI6253  COUNTRY     -  US
 DI6253  USGS QUAD   -  SMITHS CREEK (2017)
 DI6253
 DI6253                         *CURRENT SURVEY CONTROL
 DI6253  ______________________________________________________________________
 DI6253* NAD 83(1986) POSITION- 42 55 01.     (N) 082 36 02.     (W)   SCALED
 DI6253* NAVD 88 ORTHO HEIGHT -   193.256 (meters)      634.04  (feet) ADJUSTED
 DI6253  ______________________________________________________________________
 DI6253  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 DI6253  DYNAMIC HEIGHT  -        193.206 (meters)      633.88  (feet) COMP
 DI6253  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 DI6253
 DI6253  VERT ORDER      -  SECOND    CLASS I
 DI6253
 DI6253.The horizontal coordinates were scaled from a map and have
 DI6253.an estimated accuracy of +/- 6 seconds.
 DI6253
 DI6253.The orthometric height was determined by differential leveling and
 DI6253.adjusted by the NATIONAL GEODETIC SURVEY
 DI6253.in July 2007.
 DI6253
 DI6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6253.GEOID18 height accuracy estimate available here.
 DI6253
 DI6253.Click photographs - Photos may exist for this station.
 DI6253
 DI6253.The dynamic height is computed by dividing the NAVD 88
 DI6253.geopotential number by the normal gravity value computed on the
 DI6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6253.degrees latitude (g = 980.6199 gals.).
 DI6253
 DI6253.The modeled gravity was interpolated from observed gravity values.
 DI6253
 DI6253;                    North         East    Units  Estimated Accuracy
 DI6253;SPC MI S     -   158,900.    4,144,180.      MT  (+/- 180 meters Scaled)
 DI6253
 DI6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH693528(NAD 83)
 DI6253
 DI6253                          SUPERSEDED SURVEY CONTROL
 DI6253
 DI6253.No superseded survey control is available for this station.
 DI6253
 DI6253_MARKER: DD = SURVEY DISK
 DI6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6253_STAMPING: 77666 2006
 DI6253_MARK LOGO: MIDT
 DI6253_PROJECTION: FLUSH
 DI6253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6253+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6253
 DI6253  HISTORY     - Date     Condition        Report By
 DI6253  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6253
 DI6253                          STATION DESCRIPTION
 DI6253
 DI6253'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6253'THE STATION IS LOCATED 5.5 MILES (8.85 KILOMETERS) SOUTHEAST OF
 DI6253'GOODELLS, 4.0 MILES (6.44 KILOMETERS) NORTHEAST OF COLUMBUS, AND 0.28
 DI6253'MILES (0.45 KILOMETERS) NORTH OF SMITHS CREEK, LOCATED IN THE
 DI6253'NORTHWEST QUADRANT OF THE INTERSECTION OF SMITHS CREEK ROAD WITH
 DI6253'RICHMAN ROAD.
 DI6253'
 DI6253'TO REACH THE STATION FROM THE JUNCTION OF PALMS ROAD WITH SMITHS CREEK
 DI6253'ROAD, GO EAST ON SMITHS CREEK ROAD FOR 2.0 MILES (3.2 KILOMETERS) TO
 DI6253'THE INTERSECTION OF SMITHS CREEK ROAD AND RICHMOND ROAD AND THE
 DI6253'STATION ON THE LEFT.
 DI6253'
 DI6253'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6253'DISK STAMPED 77666 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6253'CONCRETE POST FLUSH WITH THE GROUND, 25.5 METERS (83.8 FEET) TO THE
 DI6253'CENTER OF PRIVATE ENTRANCE--700--, 6.1 METERS (20.0 FEET) WEST OF THE
 DI6253'CENTERLINE OF RICHMAN ROAD, 6.0 METERS (19.7 FEET) SOUTHEAST OF A
 DI6253'UTILITY POLE, 5.5 METERS (18.0 FEET) SOUTHEAST OF A PROPERTY IRON, AND
 DI6253'1.0 METERS (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6254 ***********************************************************************
 DI6254  DESIGNATION -  77667
 DI6254  PID         -  DI6254
 DI6254  STATE/COUNTY-  MI/ST CLAIR
 DI6254  COUNTRY     -  US
 DI6254  USGS QUAD   -  SMITHS CREEK (2017)
 DI6254
 DI6254                         *CURRENT SURVEY CONTROL
 DI6254  ______________________________________________________________________
 DI6254* NAD 83(1986) POSITION- 42 55 04.     (N) 082 35 01.     (W)   SCALED
 DI6254* NAVD 88 ORTHO HEIGHT -   191.559 (meters)      628.47  (feet) ADJUSTED
 DI6254  ______________________________________________________________________
 DI6254  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 DI6254  DYNAMIC HEIGHT  -        191.510 (meters)      628.31  (feet) COMP
 DI6254  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 DI6254
 DI6254  VERT ORDER      -  SECOND    CLASS I
 DI6254
 DI6254.The horizontal coordinates were scaled from a map and have
 DI6254.an estimated accuracy of +/- 6 seconds.
 DI6254
 DI6254.The orthometric height was determined by differential leveling and
 DI6254.adjusted by the NATIONAL GEODETIC SURVEY
 DI6254.in July 2007.
 DI6254
 DI6254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6254.GEOID18 height accuracy estimate available here.
 DI6254
 DI6254.Click photographs - Photos may exist for this station.
 DI6254
 DI6254.The dynamic height is computed by dividing the NAVD 88
 DI6254.geopotential number by the normal gravity value computed on the
 DI6254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6254.degrees latitude (g = 980.6199 gals.).
 DI6254
 DI6254.The modeled gravity was interpolated from observed gravity values.
 DI6254
 DI6254;                    North         East    Units  Estimated Accuracy
 DI6254;SPC MI S     -   159,030.    4,145,560.      MT  (+/- 180 meters Scaled)
 DI6254
 DI6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH707529(NAD 83)
 DI6254
 DI6254                          SUPERSEDED SURVEY CONTROL
 DI6254
 DI6254.No superseded survey control is available for this station.
 DI6254
 DI6254_MARKER: DD = SURVEY DISK
 DI6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6254_STAMPING: 77667 2006
 DI6254_MARK LOGO: MIDT
 DI6254_PROJECTION: FLUSH
 DI6254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6254+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6254
 DI6254  HISTORY     - Date     Condition        Report By
 DI6254  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6254
 DI6254                          STATION DESCRIPTION
 DI6254
 DI6254'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6254'THE STATION IS LOCATED 5.0 MILES (8.05 KILOMETERS) WEST OF MARYSVILLE,
 DI6254'4.5 MILES (7.24 KILOMETERS) SOUTHWEST OF SPARLING, AND 8.2 MILES (13.2
 DI6254'KILOMETERS) NORTHWEST OF SAINT CLAIR, IN THE NORTHWEST QUADRANT OF THE
 DI6254'INTERSECTION OF STURDEVANT ROAD WITH SMITHS CREEK ROAD.
 DI6254'
 DI6254'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 WITH
 DI6254'RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.74 MILES (1.19 KILOMETERS)
 DI6254'TO SMITHS CREEK ROAD, TURN LEFT AND GO WEST ON SMITHS CREEK ROAD FOR
 DI6254'4.3 MILES (6.92 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6254'
 DI6254'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6254'DISK STAMPED 77667 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6254'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.4 METERS (70.1
 DI6254'FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--6596--, 8.1 METERS (26.7
 DI6254'FEET) SOUTHEAST OF A TELEPHONE PEDESTAL BOX, 6.4 METERS (21.1 FEET)
 DI6254'NORTH OF THE CENTERLINE OF SMITHS CREEK ROAD, AND 1.0 METERS (3.25
 DI6254'FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6255 ***********************************************************************
 DI6255  DESIGNATION -  77682
 DI6255  PID         -  DI6255
 DI6255  STATE/COUNTY-  MI/ST CLAIR
 DI6255  COUNTRY     -  US
 DI6255  USGS QUAD   -  MEMPHIS (2017)
 DI6255
 DI6255                         *CURRENT SURVEY CONTROL
 DI6255  ______________________________________________________________________
 DI6255* NAD 83(2011) POSITION- 42 58 10.26969(N) 082 50 33.51709(W)   ADJUSTED
 DI6255* NAD 83(2011) ELLIP HT-   207.754 (meters)        (06/27/12)   ADJUSTED
 DI6255* NAD 83(2011) EPOCH   -  2010.00
 DI6255* NAVD 88 ORTHO HEIGHT -   242.615 (meters)      795.98  (feet) ADJUSTED
 DI6255  ______________________________________________________________________
 DI6255  GEOID HEIGHT    -        -34.853 (meters)                     GEOID18
 DI6255  NAD 83(2011) X  -    582,407.662 (meters)                     COMP
 DI6255  NAD 83(2011) Y  - -4,637,989.633 (meters)                     COMP
 DI6255  NAD 83(2011) Z  -  4,325,166.265 (meters)                     COMP
 DI6255  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 DI6255  DYNAMIC HEIGHT  -        242.550 (meters)      795.77  (feet) COMP
 DI6255  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 DI6255
 DI6255  VERT ORDER      -  SECOND    CLASS I
 DI6255
 DI6255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6255  Standards:
 DI6255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6255  -------------------------------------------------------------------
 DI6255  NETWORK    0.27   0.47           0.12   0.10   0.24     -0.01610078
 DI6255  -------------------------------------------------------------------
 DI6255  Click here for local accuracies and other accuracy information.
 DI6255
 DI6255.The horizontal coordinates were established by GPS observations
 DI6255.and adjusted by the National Geodetic Survey in June 2012.
 DI6255
 DI6255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6255.been affixed to the stable North American tectonic plate. See 
 DI6255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6255
 DI6255.The horizontal coordinates are valid at the epoch date displayed above
 DI6255.which is a decimal equivalence of Year/Month/Day.
 DI6255
 DI6255.The orthometric height was determined by differential leveling and
 DI6255.adjusted by the NATIONAL GEODETIC SURVEY
 DI6255.in July 2007.
 DI6255
 DI6255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6255.GEOID18 height accuracy estimate available here.
 DI6255
 DI6255.Click photographs - Photos may exist for this station.
 DI6255
 DI6255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6255
 DI6255.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6255
 DI6255.The ellipsoidal height was determined by GPS observations
 DI6255.and is referenced to NAD 83.
 DI6255
 DI6255.The dynamic height is computed by dividing the NAVD 88
 DI6255.geopotential number by the normal gravity value computed on the
 DI6255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6255.degrees latitude (g = 980.6199 gals.).
 DI6255
 DI6255.The modeled gravity was interpolated from observed gravity values.
 DI6255
 DI6255. The following values were computed from the NAD 83(2011) position.
 DI6255
 DI6255;                    North         East     Units Scale Factor Converg.
 DI6255;SPC MI S     -   164,355.864 4,124,313.490   MT  0.99990796   +1 02 13.7
 DI6255;SPC MI S     -   539,225.28 13,531,212.24   iFT  0.99990796   +1 02 13.7
 DI6255;UTM  17      - 4,759,077.255   349,733.056   MT  0.99987779   -1 15 22.3
 DI6255
 DI6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6255!SPC MI S     -   0.99996742  x   0.99990796  =   0.99987538
 DI6255!UTM  17      -   0.99996742  x   0.99987779  =   0.99984521
 DI6255
 DI6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4973359077(NAD 83)
 DI6255
 DI6255                          SUPERSEDED SURVEY CONTROL
 DI6255
 DI6255  NAD 83(2007)-  42 58 10.26978(N)    082 50 33.51798(W) AD(2002.00) 1
 DI6255  ELLIP H (06/10/07)  207.765  (m)                       GP(2002.00) 4 1
 DI6255  NAVD 88             242.62   (m)          796.0    (f) LEVELING    3  
 DI6255
 DI6255.Superseded values are not recommended for survey control.
 DI6255
 DI6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6255.See file dsdata.pdf to determine how the superseded data were derived.
 DI6255
 DI6255_MARKER: DD = SURVEY DISK
 DI6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6255_STAMPING: 77682 2006
 DI6255_MARK LOGO: MIDT
 DI6255_PROJECTION: FLUSH
 DI6255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6255+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 DI6255
 DI6255  HISTORY     - Date     Condition        Report By
 DI6255  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6255  HISTORY     - 20200709 GOOD             MIDT
 DI6255
 DI6255                          STATION DESCRIPTION
 DI6255
 DI6255'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6255'THE STATION IS LOCATED 5.2 MILES (8.37 KILOMETERS) SOUTHEAST OF CAPAC,
 DI6255'4.2 MILES (6.76 KILOMETERS) SOUTHWEST OF EMMETT, AND 6.3 MILES
 DI6255'(10.14 KILOMETERS) NORTHWEST OF MEMPHIS, IN THE SOUTHEAST QUADRANT OF
 DI6255'THE INTERSECTION OF DUNN ROAD WITH RILEY CENTER ROAD.
 DI6255'
 DI6255'TO REACH THE STATION FROM THE JUNCTION OF RILEY CENTER ROAD WITH
 DI6255'INTERSTATE HIGHWAY-69, GO SOUTH ALONG RILEY CENTER ROAD FOR 0.7 MILES
 DI6255'(1.13 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6255'
 DI6255'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6255'DISK STAMPED 77682 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6255'CONCRETE POST FLUSH WITH THE GROUND, 35.2 METERS (115.5 FEET) NORTH OF
 DI6255'THE CENTER OF PRIVATE ENTRANCE--2484--, 14.5 METERS (47.7 FEET) EAST
 DI6255'OF THE CENTERLINE OF RILEY CENTER ROAD, 6.8 METERS (22.3 FEET) SOUTH
 DI6255'OF THE CENTERLINE OF DUNN ROAD, 3.6 METERS (11.9 FEET) NORTHWEST OF A
 DI6255'POWER POLE, AND 1.0 METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS
 DI6255'POST.
 DI6255
 DI6255                          STATION RECOVERY (2020)
 DI6255
 DI6255'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DI6255'THE MARK IS 11.5 FT (3.5 M) NORTHWEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0779 ***********************************************************************
 NE0779  DESIGNATION -  777
 NE0779  PID         -  NE0779
 NE0779  STATE/COUNTY-  MI/GENESEE
 NE0779  COUNTRY     -  US
 NE0779  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0779
 NE0779                         *CURRENT SURVEY CONTROL
 NE0779  ______________________________________________________________________
 NE0779* NAD 83(1986) POSITION- 42 57 07.     (N) 083 49 54.     (W)   SCALED
 NE0779* NAVD 88 ORTHO HEIGHT -   236.249 (meters)      775.09  (feet) ADJUSTED
 NE0779  ______________________________________________________________________
 NE0779  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 NE0779  DYNAMIC HEIGHT  -        236.188 (meters)      774.89  (feet) COMP
 NE0779  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 NE0779
 NE0779  VERT ORDER      -  SECOND    CLASS 0
 NE0779
 NE0779.The horizontal coordinates were scaled from a map and have
 NE0779.an estimated accuracy of +/- 6 seconds.
 NE0779
 NE0779.The orthometric height was determined by differential leveling and
 NE0779.adjusted by the NATIONAL GEODETIC SURVEY
 NE0779.in June 1991.
 NE0779
 NE0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0779.GEOID18 height accuracy estimate available here.
 NE0779
 NE0779.Click photographs - Photos may exist for this station.
 NE0779
 NE0779.The dynamic height is computed by dividing the NAVD 88
 NE0779.geopotential number by the normal gravity value computed on the
 NE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0779.degrees latitude (g = 980.6199 gals.).
 NE0779
 NE0779.The modeled gravity was interpolated from observed gravity values.
 NE0779
 NE0779;                    North         East    Units  Estimated Accuracy
 NE0779;SPC MI S     -   161,420.    4,043,650.      MT  (+/- 180 meters Scaled)
 NE0779
 NE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH690593(NAD 83)
 NE0779
 NE0779                          SUPERSEDED SURVEY CONTROL
 NE0779
 NE0779  NGVD 29 (??/??/92)  236.388  (m)          775.55   (f) ADJ UNCH    2 0
 NE0779
 NE0779.Superseded values are not recommended for survey control.
 NE0779
 NE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0779.See file dsdata.pdf to determine how the superseded data were derived.
 NE0779
 NE0779_MARKER: P = PIPE CAP
 NE0779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0779_STAMPING: 777 MICHIGAN 1919
 NE0779_MARK LOGO: USGS
 NE0779_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0779
 NE0779  HISTORY     - Date     Condition        Report By
 NE0779  HISTORY     - 1919     MONUMENTED       USGS
 NE0779  HISTORY     - 1934     GOOD             CGS
 NE0779  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0779  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0779
 NE0779                          STATION DESCRIPTION
 NE0779
 NE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0779'AT SWARTZ CREEK.
 NE0779'AT SWARTZ CREEK, GENESEE COUNTY, 78 YARDS EAST OF THE GRAND
 NE0779'TRUNK WESTERN RAILWAY STATION, 40 YARDS NORTH OF THE NORTHWEST
 NE0779'CORNER OF THE W.D. JOHNSON LUMBER CO., AT A CONCRETE ROAD
 NE0779'CROSSING, 30 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINE
 NE0779'OF THE ROAD WITH THE NORTH RAIL, 46.3 FEET SOUTHWEST OF THE
 NE0779'SOUTHWEST CORNER OF THE ANDREW KULMOKE HOUSE, AND 22 YARDS
 NE0779'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A UNITED STATES
 NE0779'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 777 MICHIGAN 1919 AND
 NE0779'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NE0779
 NE0779                          STATION RECOVERY (2005)
 NE0779
 NE0779'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0779'MARK NOT FOUND.
 NE0779
 NE0779                          STATION RECOVERY (2007)
 NE0779
 NE0779'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0779'MOST OF THE REFERENCE OBJECTS ARE GONE INCLUDING THE DEPOT. THIS AREA
 NE0779'HAS GONE THROUGH ROAD IMPROVEMENTS AND UNDERGROUND UTILITY
 NE0779'INSTALLATION. GRADING HAS MOST LIKELY DESTROYED THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6256 ***********************************************************************
 DI6256  DESIGNATION -  77700
 DI6256  PID         -  DI6256
 DI6256  STATE/COUNTY-  MI/ST CLAIR
 DI6256  COUNTRY     -  US
 DI6256  USGS QUAD   -  SMITHS CREEK (2017)
 DI6256
 DI6256                         *CURRENT SURVEY CONTROL
 DI6256  ______________________________________________________________________
 DI6256* NAD 83(1986) POSITION- 42 55 12.     (N) 082 30 42.     (W)   SCALED
 DI6256* NAVD 88 ORTHO HEIGHT -   194.998 (meters)      639.76  (feet) ADJUSTED
 DI6256  ______________________________________________________________________
 DI6256  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 DI6256  DYNAMIC HEIGHT  -        194.948 (meters)      639.59  (feet) COMP
 DI6256  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 DI6256
 DI6256  VERT ORDER      -  SECOND    CLASS I
 DI6256
 DI6256.The horizontal coordinates were scaled from a map and have
 DI6256.an estimated accuracy of +/- 6 seconds.
 DI6256
 DI6256.The orthometric height was determined by differential leveling and
 DI6256.adjusted by the NATIONAL GEODETIC SURVEY
 DI6256.in July 2007.
 DI6256
 DI6256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6256.GEOID18 height accuracy estimate available here.
 DI6256
 DI6256.Click photographs - Photos may exist for this station.
 DI6256
 DI6256.The dynamic height is computed by dividing the NAVD 88
 DI6256.geopotential number by the normal gravity value computed on the
 DI6256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6256.degrees latitude (g = 980.6199 gals.).
 DI6256
 DI6256.The modeled gravity was interpolated from observed gravity values.
 DI6256
 DI6256;                    North         East    Units  Estimated Accuracy
 DI6256;SPC MI S     -   159,400.    4,151,430.      MT  (+/- 180 meters Scaled)
 DI6256
 DI6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH766530(NAD 83)
 DI6256
 DI6256                          SUPERSEDED SURVEY CONTROL
 DI6256
 DI6256.No superseded survey control is available for this station.
 DI6256
 DI6256_MARKER: DD = SURVEY DISK
 DI6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6256_STAMPING: 77700 2006
 DI6256_MARK LOGO: MIDT
 DI6256_PROJECTION: FLUSH
 DI6256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6256+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DI6256
 DI6256  HISTORY     - Date     Condition        Report By
 DI6256  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6256  HISTORY     - 20080429 GOOD             SPICE
 DI6256
 DI6256                          STATION DESCRIPTION
 DI6256
 DI6256'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6256'THE STATION IS LOCATED 1.3 MILES (2.09 KILOMETERS) NORTHWEST
 DI6256'MARYSVILLE, 4.8 MILES (7.72 KILOMETERS) EAST OF SMITHS CREEK, AND 6.7
 DI6256'MILES (10.78 KILOMETERS) NORTH-NORTHWEST OF SAINT CLAIR, IN THE
 DI6256'NORTHWEST QUADRANT OF THE INTERSECTION OF EXTENDED PICKFORD ROAD WITH
 DI6256'SMITHS CREEK ROAD.
 DI6256'
 DI6256'TO REACH THE STATION FROM THE JUNCTION OF GRATIOT AVENUE WITH RANGE
 DI6256'ROAD, GO NORTH ON RANGE ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO SMITHS
 DI6256'CREEK ROAD, TURN LEFT AND GO WEST ON SMITHS CREEK ROAD FOR 0.6 MILES
 DI6256'(0.97 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6256'
 DI6256'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6256'DISK STAMPED 77700 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6256'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.4 METERS (60.4
 DI6256'FEET) SOUTHWEST OF A STORM MANHOLE, 7.5 METERS (24.6 FEET) NORTH OF
 DI6256'THE CENTERLINE OF SMITHS CREEK ROAD, 3.1 METERS (10.2 FEET) SOUTHWEST
 DI6256'OF A UTILITY POLE, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE
 DI6256'WITNESS POST.
 DI6256
 DI6256                          STATION RECOVERY (2008)
 DI6256
 DI6256'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008 (ESB)
 DI6256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6257 ***********************************************************************
 DI6257  DESIGNATION -  77701
 DI6257  PID         -  DI6257
 DI6257  STATE/COUNTY-  MI/ST CLAIR
 DI6257  COUNTRY     -  US
 DI6257  USGS QUAD   -  LAKEPORT (2017)
 DI6257
 DI6257                         *CURRENT SURVEY CONTROL
 DI6257  ______________________________________________________________________
 DI6257* NAD 83(1986) POSITION- 43 01 31.     (N) 082 26 23.     (W)   SCALED
 DI6257* NAVD 88 ORTHO HEIGHT -   185.122 (meters)      607.35  (feet) ADJUSTED
 DI6257  ______________________________________________________________________
 DI6257  GEOID HEIGHT    -        -34.885 (meters)                     GEOID18
 DI6257  DYNAMIC HEIGHT  -        185.078 (meters)      607.21  (feet) COMP
 DI6257  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 DI6257
 DI6257  VERT ORDER      -  SECOND    CLASS I
 DI6257
 DI6257.The horizontal coordinates were scaled from a map and have
 DI6257.an estimated accuracy of +/- 6 seconds.
 DI6257
 DI6257.The orthometric height was determined by differential leveling and
 DI6257.adjusted by the NATIONAL GEODETIC SURVEY
 DI6257.in July 2007.
 DI6257
 DI6257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6257.GEOID18 height accuracy estimate available here.
 DI6257
 DI6257.Click photographs - Photos may exist for this station.
 DI6257
 DI6257.The dynamic height is computed by dividing the NAVD 88
 DI6257.geopotential number by the normal gravity value computed on the
 DI6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6257.degrees latitude (g = 980.6199 gals.).
 DI6257
 DI6257.The modeled gravity was interpolated from observed gravity values.
 DI6257
 DI6257;                    North         East    Units  Estimated Accuracy
 DI6257;SPC MI S     -   171,220.    4,157,030.      MT  (+/- 180 meters Scaled)
 DI6257
 DI6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826646(NAD 83)
 DI6257
 DI6257                          SUPERSEDED SURVEY CONTROL
 DI6257
 DI6257.No superseded survey control is available for this station.
 DI6257
 DI6257_MARKER: DD = SURVEY DISK
 DI6257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6257_STAMPING: 77701 2006
 DI6257_MARK LOGO: MIDT
 DI6257_PROJECTION: FLUSH
 DI6257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6257+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6257
 DI6257  HISTORY     - Date     Condition        Report By
 DI6257  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6257
 DI6257                          STATION DESCRIPTION
 DI6257
 DI6257'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6257'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) NORTH OF PORT
 DI6257'HURON, 6.0 MILES (9.66 KILOMETERS) NORTHEAST OF SPARLING, AND 2.8
 DI6257'MILES (4.51 KILOMETERS) SOUTHEAST OF GARDENDALE, IN THE SOUTHEAST
 DI6257'QUADRANT OF THE INTERSECTION OF FAIRWAY DRIVE WITH KRAFFT ROAD.
 DI6257'
 DI6257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 WITH
 DI6257'KRAFFT ROAD, GO EAST ALONG KRAFFT ROAD FOR 0.8 MILES (1.29 KILOMETERS)
 DI6257'TO THE STATION ON THE RIGHT.
 DI6257'
 DI6257'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6257'DISK STAMPED 77701 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6257'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 15.9 METERS (52.3
 DI6257'FEET) EAST OF THE EASTERLY MOST DRIVE FOR MOUNT HOPE CEMETERY, 13.9
 DI6257'METERS (45.7 FEET) SOUTHEAST OF A MANHOLE, 8.7 METERS (28.7 FEET)
 DI6257'NORTHEAST OF A UTILITY POLE, 2.8 METERS (9.3 FEET) SOUTH OF THE BACK
 DI6257'OF A CURB, AND 1.0 METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS
 DI6257'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5156 ***********************************************************************
 DJ5156  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5156  DESIGNATION -  77702
 DJ5156  PID         -  DJ5156
 DJ5156  STATE/COUNTY-  MI/ST CLAIR
 DJ5156  COUNTRY     -  US
 DJ5156  USGS QUAD   -  BROCKWAY (2017)
 DJ5156
 DJ5156                         *CURRENT SURVEY CONTROL
 DJ5156  ______________________________________________________________________
 DJ5156* NAD 83(2011) POSITION- 43 05 16.29753(N) 082 45 22.72871(W)   ADJUSTED
 DJ5156* NAD 83(2011) ELLIP HT-   209.488 (meters)        (06/27/12)   ADJUSTED
 DJ5156* NAD 83(2011) EPOCH   -  2010.00
 DJ5156* NAVD 88 ORTHO HEIGHT -   244.11  (meters)      800.9   (feet) GPS OBS
 DJ5156  ______________________________________________________________________
 DJ5156  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5156  GEOID HEIGHT    -        -34.571 (meters)                     GEOID03
 DJ5156  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 DJ5156  NAD 83(2011) X  -    588,264.239 (meters)                     COMP
 DJ5156  NAD 83(2011) Y  - -4,628,208.418 (meters)                     COMP
 DJ5156  NAD 83(2011) Z  -  4,334,778.304 (meters)                     COMP
 DJ5156  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 DJ5156
 DJ5156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5156  Standards:
 DJ5156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5156  -------------------------------------------------------------------
 DJ5156  NETWORK    0.27   0.47           0.12   0.10   0.24     -0.01012552
 DJ5156  -------------------------------------------------------------------
 DJ5156  Click here for local accuracies and other accuracy information.
 DJ5156
 DJ5156.The horizontal coordinates were established by GPS observations
 DJ5156.and adjusted by the National Geodetic Survey in June 2012.
 DJ5156
 DJ5156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5156.been affixed to the stable North American tectonic plate. See 
 DJ5156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5156
 DJ5156.The horizontal coordinates are valid at the epoch date displayed above
 DJ5156.which is a decimal equivalence of Year/Month/Day.
 DJ5156
 DJ5156.The orthometric height was determined by GPS observations and a
 DJ5156.high-resolution geoid model using precise GPS observation and
 DJ5156.processing techniques.
 DJ5156
 DJ5156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5156.GEOID18 height accuracy estimate available here.
 DJ5156
 DJ5156.Click photographs - Photos may exist for this station.
 DJ5156
 DJ5156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5156
 DJ5156.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5156
 DJ5156.The ellipsoidal height was determined by GPS observations
 DJ5156.and is referenced to NAD 83.
 DJ5156
 DJ5156. The following values were computed from the NAD 83(2011) position.
 DJ5156
 DJ5156;                    North         East     Units Scale Factor Converg.
 DJ5156;SPC MI S     -   177,630.256 4,131,103.119   MT  0.99991313   +1 05 45.2
 DJ5156;SPC MI S     -   582,776.43 13,553,487.92   iFT  0.99991313   +1 05 45.2
 DJ5156;UTM  17      - 4,772,068.566   357,048.387   MT  0.99985139   -1 11 59.9
 DJ5156
 DJ5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5156!SPC MI S     -   0.99996715  x   0.99991313  =   0.99988028
 DJ5156!UTM  17      -   0.99996715  x   0.99985139  =   0.99981854
 DJ5156
 DJ5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5704872068(NAD 83)
 DJ5156
 DJ5156                          SUPERSEDED SURVEY CONTROL
 DJ5156
 DJ5156  NAD 83(2007)-  43 05 16.29753(N)    082 45 22.72950(W) AD(2002.00) 1
 DJ5156  ELLIP H (06/10/07)  209.509  (m)                       GP(2002.00) 4 1
 DJ5156
 DJ5156.Superseded values are not recommended for survey control.
 DJ5156
 DJ5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5156.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5156
 DJ5156_MARKER: DD = SURVEY DISK
 DJ5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5156_STAMPING: 77702 2006
 DJ5156_MARK LOGO: MIDT
 DJ5156_PROJECTION: FLUSH
 DJ5156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5156+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DJ5156
 DJ5156  HISTORY     - Date     Condition        Report By
 DJ5156  HISTORY     - 20060504 MONUMENTED       MIDT
 DJ5156
 DJ5156                          STATION DESCRIPTION
 DJ5156
 DJ5156'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5156'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) SOUTHEAST OF YALE,
 DJ5156'6.5 MI (10.5 KM) NORTH OF EMMETT, AND 8.8 MILES (14.16 KILOMETERS)
 DJ5156'SOUTHEAST OF MELVIN, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 DJ5156'CORK ROAD WITH NORMAN ROAD.
 DJ5156'
 DJ5156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-19 (EMMETT
 DJ5156'ROAD) WITH NORMAN ROAD, GO EAST ALONG NORMAN ROAD FOR 0.5 MILES (0.8
 DJ5156'KILOMETERS) TO STATION ON THE LEFT.
 DJ5156'
 DJ5156'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5156'DISK STAMPED 77702 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5156'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 17.7 METERS (58.0
 DJ5156'FEET) NORTH OF A UTILITY POLE, 11.3 METERS (37.0 FEET) WEST OF THE
 DJ5156'CENTERLINE OF CORK ROAD, 8.5 METERS (28.0 FEET) NORTH OF THE
 DJ5156'CENTERLINE OF NORMAN ROAD, AND 1.0 METER (3.25 FEET) NORTH OF A
 DJ5156'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6258 ***********************************************************************
 DI6258  DESIGNATION -  77703
 DI6258  PID         -  DI6258
 DI6258  STATE/COUNTY-  MI/ST CLAIR
 DI6258  COUNTRY     -  US
 DI6258  USGS QUAD   -  JEDDO (2017)
 DI6258
 DI6258                         *CURRENT SURVEY CONTROL
 DI6258  ______________________________________________________________________
 DI6258* NAD 83(2011) POSITION- 43 09 19.49236(N) 082 30 07.90551(W)   ADJUSTED
 DI6258* NAD 83(2011) ELLIP HT-   148.232 (meters)        (12/02/25)   ADJUSTED
 DI6258* NAD 83(2011) EPOCH   -  2010.00
 DI6258* NAVD 88 ORTHO HEIGHT -   183.033 (meters)      600.50  (feet) ADJUSTED
 DI6258  ______________________________________________________________________
 DI6258  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 DI6258  NAD 83(2011) X  -    608,110.104 (meters)                     COMP
 DI6258  NAD 83(2011) Y  - -4,620,423.242 (meters)                     COMP
 DI6258  NAD 83(2011) Z  -  4,340,214.467 (meters)                     COMP
 DI6258  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 DI6258  DYNAMIC HEIGHT  -        182.992 (meters)      600.37  (feet) COMP
 DI6258  MODELED GRAVITY -    980,393.3   (mgal)                       NAVD 88
 DI6258
 DI6258  VERT ORDER      -  SECOND    CLASS I
 DI6258
 DI6258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6258  Standards:
 DI6258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6258  -------------------------------------------------------------------
 DI6258  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.04166521
 DI6258  -------------------------------------------------------------------
 DI6258  Click here for local accuracies and other accuracy information.
 DI6258
 DI6258.The horizontal coordinates were established by GPS observations
 DI6258.and adjusted by the National Geodetic Survey in December 2025.
 DI6258
 DI6258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6258.been affixed to the stable North American tectonic plate. See 
 DI6258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6258
 DI6258.The horizontal coordinates are valid at the epoch date displayed above
 DI6258.which is a decimal equivalence of Year/Month/Day.
 DI6258
 DI6258.The orthometric height was determined by differential leveling and
 DI6258.adjusted by the NATIONAL GEODETIC SURVEY
 DI6258.in August 2024.
 DI6258
 DI6258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6258.GEOID18 height accuracy estimate available here.
 DI6258
 DI6258.Click photographs - Photos may exist for this station.
 DI6258
 DI6258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6258
 DI6258.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6258
 DI6258.The ellipsoidal height was determined by GPS observations
 DI6258.and is referenced to NAD 83.
 DI6258
 DI6258.The dynamic height is computed by dividing the NAVD 88
 DI6258.geopotential number by the normal gravity value computed on the
 DI6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6258.degrees latitude (g = 980.6199 gals.).
 DI6258
 DI6258.The modeled gravity was interpolated from observed gravity values.
 DI6258
 DI6258. The following values were computed from the NAD 83(2011) position.
 DI6258
 DI6258;                    North         East     Units Scale Factor Converg.
 DI6258;SPC MI S     -   185,559.636 4,151,622.181   MT  0.99991799   +1 16 07.8
 DI6258;SPC MI S     -   608,791.46 13,620,807.68   iFT  0.99991799   +1 16 07.8
 DI6258;UTM  17      - 4,779,168.777   377,866.606   MT  0.99978350   -1 01 39.4
 DI6258
 DI6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6258!SPC MI S     -   0.99997675  x   0.99991799  =   0.99989475
 DI6258!UTM  17      -   0.99997675  x   0.99978350  =   0.99976026
 DI6258
 DI6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7786679168(NAD 83)
 DI6258
 DI6258                          SUPERSEDED SURVEY CONTROL
 DI6258
 DI6258  NAVD 88 (07/23/07)  183.038  (m)          600.52   (f) SUPERSEDED  2 1
 DI6258
 DI6258.Superseded values are not recommended for survey control.
 DI6258
 DI6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6258.See file dsdata.pdf to determine how the superseded data were derived.
 DI6258
 DI6258_MARKER: DD = SURVEY DISK
 DI6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6258_STAMPING: 77703 2006
 DI6258_MARK LOGO: MIDT
 DI6258_PROJECTION: FLUSH
 DI6258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6258+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 DI6258
 DI6258  HISTORY     - Date     Condition        Report By
 DI6258  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6258  HISTORY     - 20220822 GOOD             NGS
 DI6258  HISTORY     - 20220922 GOOD             CO-OPS
 DI6258  HISTORY     - 20240625 GOOD             MIDT
 DI6258
 DI6258                          STATION DESCRIPTION
 DI6258
 DI6258'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6258'THE STATION IS LOCATED 4.1 MILES (6.6 KILOMETERS) EAST OF JEDDO, 7.0
 DI6258'MILES (11.27 KILOMETERS) NORTHEAST OF NORTH STREET, AND 8.2 MILES
 DI6258'(13.2 KILOMETERS) NORTH OF GARDENDALE, IN THE NORTHEAST QUADRANT OF
 DI6258'THE INTERSECTION OF LAKESHORE ROAD WITH JEDDO ROAD.
 DI6258'
 DI6258'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (KIMBALL
 DI6258'DRIVE) WITH JEDDO ROAD, GO NORTH ON STATE HIGHWAY M-25 (KIMBALL DRIVE)
 DI6258'FOR 0.04 MILES (0.06 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6258'
 DI6258'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6258'DISK STAMPED 77703 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6258'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 43.6 METERS
 DI6258'(143.0 FEET) NORTH OF THE CENTERLINE OF JEDDO ROAD, 33.9 METERS (111.3
 DI6258'FEET) NORTH-NORTHWEST OF A UTILITY POLE, 16.2 METERS (53.0 FEET) EAST
 DI6258'OF THE CENTERLINE OF STATE HIGHWAY M-25 (KIMBALL DRIVE), 8.3 METERS
 DI6258'(27.1 FEET) EAST OF A CONCRETE HEADWALL, AND 1.0 METERS (3.25 FEET)
 DI6258'EAST OF A CARSONITE WITNESS POST.
 DI6258
 DI6258                          STATION RECOVERY (2022)
 DI6258
 DI6258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DI6258'RECOVERED IN GOOD CONDITION.
 DI6258
 DI6258                          STATION RECOVERY (2022)
 DI6258
 DI6258'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DI6258'RECOVERED IN GOOD CONDITION.
 DI6258
 DI6258                          STATION RECOVERY (2024)
 DI6258
 DI6258'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DI6258'ALONG LAKESHORE ROAD AND JEDDO ROAD. FOUND UNDER 1 INCH OF DIRT. IS IN
 DI6258'FRONT OF A CULVERT. WOODEN STAKE WAS PUT IN BEHIND MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6259 ***********************************************************************
 DI6259  DESIGNATION -  77704
 DI6259  PID         -  DI6259
 DI6259  STATE/COUNTY-  MI/ST CLAIR
 DI6259  COUNTRY     -  US
 DI6259  USGS QUAD   -  LAKEPORT (2017)
 DI6259
 DI6259                         *CURRENT SURVEY CONTROL
 DI6259  ______________________________________________________________________
 DI6259* NAD 83(2011) POSITION- 43 05 51.49421(N) 082 29 06.66864(W)   ADJUSTED
 DI6259* NAD 83(2011) ELLIP HT-   146.399 (meters)        (06/27/12)   ADJUSTED
 DI6259* NAD 83(2011) EPOCH   -  2010.00
 DI6259* NAVD 88 ORTHO HEIGHT -   181.231 (meters)      594.59  (feet) ADJUSTED
 DI6259  ______________________________________________________________________
 DI6259  GEOID HEIGHT    -        -34.820 (meters)                     GEOID18
 DI6259  NAD 83(2011) X  -    610,055.516 (meters)                     COMP
 DI6259  NAD 83(2011) Y  - -4,624,591.537 (meters)                     COMP
 DI6259  NAD 83(2011) Z  -  4,335,528.388 (meters)                     COMP
 DI6259  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DI6259  DYNAMIC HEIGHT  -        181.189 (meters)      594.45  (feet) COMP
 DI6259  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 DI6259
 DI6259  VERT ORDER      -  SECOND    CLASS I
 DI6259
 DI6259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6259  Standards:
 DI6259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6259  -------------------------------------------------------------------
 DI6259  NETWORK    0.31   0.51           0.14   0.11   0.26     -0.05255838
 DI6259  -------------------------------------------------------------------
 DI6259  Click here for local accuracies and other accuracy information.
 DI6259
 DI6259.The horizontal coordinates were established by GPS observations
 DI6259.and adjusted by the National Geodetic Survey in June 2012.
 DI6259
 DI6259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6259.been affixed to the stable North American tectonic plate. See 
 DI6259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6259
 DI6259.The horizontal coordinates are valid at the epoch date displayed above
 DI6259.which is a decimal equivalence of Year/Month/Day.
 DI6259
 DI6259.The orthometric height was determined by differential leveling and
 DI6259.adjusted by the NATIONAL GEODETIC SURVEY
 DI6259.in July 2007.
 DI6259
 DI6259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6259.GEOID18 height accuracy estimate available here.
 DI6259
 DI6259.Click photographs - Photos may exist for this station.
 DI6259
 DI6259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6259
 DI6259.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6259
 DI6259.The ellipsoidal height was determined by GPS observations
 DI6259.and is referenced to NAD 83.
 DI6259
 DI6259.The dynamic height is computed by dividing the NAVD 88
 DI6259.geopotential number by the normal gravity value computed on the
 DI6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6259.degrees latitude (g = 980.6199 gals.).
 DI6259
 DI6259.The modeled gravity was interpolated from observed gravity values.
 DI6259
 DI6259. The following values were computed from the NAD 83(2011) position.
 DI6259
 DI6259;                    North         East     Units Scale Factor Converg.
 DI6259;SPC MI S     -   179,173.776 4,153,148.673   MT  0.99991375   +1 16 49.5
 DI6259;SPC MI S     -   587,840.47 13,625,815.86   iFT  0.99991375   +1 16 49.5
 DI6259;UTM  17      - 4,772,727.757   379,135.890   MT  0.99977971   -1 00 53.5
 DI6259
 DI6259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6259!SPC MI S     -   0.99997704  x   0.99991375  =   0.99989079
 DI6259!UTM  17      -   0.99997704  x   0.99977971  =   0.99975676
 DI6259
 DI6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7913572727(NAD 83)
 DI6259
 DI6259                          SUPERSEDED SURVEY CONTROL
 DI6259
 DI6259  NAD 83(2007)-  43 05 51.49420(N)    082 29 06.66959(W) AD(2002.00) 1
 DI6259  ELLIP H (06/10/07)  146.417  (m)                       GP(2002.00) 4 1
 DI6259  NAVD 88             181.23   (m)          594.6    (f) LEVELING    3  
 DI6259
 DI6259.Superseded values are not recommended for survey control.
 DI6259
 DI6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6259.See file dsdata.pdf to determine how the superseded data were derived.
 DI6259
 DI6259_MARKER: DD = SURVEY DISK
 DI6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6259_STAMPING: 77704 2006
 DI6259_MARK LOGO: MIDT
 DI6259_PROJECTION: FLUSH
 DI6259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6259+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2018
 DI6259
 DI6259  HISTORY     - Date     Condition        Report By
 DI6259  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6259  HISTORY     - 20180926 GOOD             INDIV
 DI6259
 DI6259                          STATION DESCRIPTION
 DI6259
 DI6259'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6259'THE STATION IS LOCATED 6.2 MILES (9.98 KILOMETERS) SOUTHEAST OF JEDDO,
 DI6259'11.0 MILES (17.7 KILOMETERS) EAST-NORTHEAST OF AVOCA, AND 3.5 MILES
 DI6259'(5.63 KILOMETERS) NORTHEAST OF NORTH STREET, IN THE NORTHWEST QUADRANT
 DI6259'OF THE INTERSECTION OF LORRAINE DRIVE WITH NORMAN ROAD.
 DI6259'
 DI6259'TO REACH THE STATION FROM THE JUNCTION OF LAKE SHORE ROAD WITH NORMAN
 DI6259'ROAD, GO WEST ON NORMAN ROAD 100.6 METERS (330.0 FEET) TO THE STATION
 DI6259'ON THE RIGHT.
 DI6259'
 DI6259'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6259'DISK STAMPED 77704 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6259'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.2 METERS (43.4
 DI6259'FEET) NORTHWEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--3525--,
 DI6259'10.3 METERS (33.7 FEET) SOUTH OF A MANHOLE, 9.8 METERS (32.0 FEET)
 DI6259'SOUTHWEST OF THE CENTERLINE OF LORRAINE DRIVE, 8.9 METERS (29.3 FEET)
 DI6259'NORTH OF THE CENTERLINE OF NORMAN ROAD, AND 1.0 METER (3.28 FEET)
 DI6259'NORTH OF A CARSONITE WITNESS POST.
 DI6259
 DI6259                          STATION RECOVERY (2018)
 DI6259
 DI6259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (CH)
 DI6259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6260 ***********************************************************************
 DI6260  DESIGNATION -  77705
 DI6260  PID         -  DI6260
 DI6260  STATE/COUNTY-  MI/ST CLAIR
 DI6260  COUNTRY     -  US
 DI6260  USGS QUAD   -  AVOCA (2017)
 DI6260
 DI6260                         *CURRENT SURVEY CONTROL
 DI6260  ______________________________________________________________________
 DI6260* NAD 83(1986) POSITION- 43 00 50.     (N) 082 37 58.     (W)   SCALED
 DI6260* NAVD 88 ORTHO HEIGHT -   210.505 (meters)      690.63  (feet) ADJUSTED
 DI6260  ______________________________________________________________________
 DI6260  GEOID HEIGHT    -        -34.745 (meters)                     GEOID18
 DI6260  DYNAMIC HEIGHT  -        210.453 (meters)      690.46  (feet) COMP
 DI6260  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 DI6260
 DI6260  VERT ORDER      -  SECOND    CLASS I
 DI6260
 DI6260.The horizontal coordinates were scaled from a map and have
 DI6260.an estimated accuracy of +/- 6 seconds.
 DI6260
 DI6260.The orthometric height was determined by differential leveling and
 DI6260.adjusted by the NATIONAL GEODETIC SURVEY
 DI6260.in July 2007.
 DI6260
 DI6260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6260.GEOID18 height accuracy estimate available here.
 DI6260
 DI6260.Click photographs - Photos may exist for this station.
 DI6260
 DI6260.The dynamic height is computed by dividing the NAVD 88
 DI6260.geopotential number by the normal gravity value computed on the
 DI6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6260.degrees latitude (g = 980.6199 gals.).
 DI6260
 DI6260.The modeled gravity was interpolated from observed gravity values.
 DI6260
 DI6260;                    North         East    Units  Estimated Accuracy
 DI6260;SPC MI S     -   169,620.    4,141,330.      MT  (+/- 180 meters Scaled)
 DI6260
 DI6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH669636(NAD 83)
 DI6260
 DI6260                          SUPERSEDED SURVEY CONTROL
 DI6260
 DI6260.No superseded survey control is available for this station.
 DI6260
 DI6260_MARKER: DD = SURVEY DISK
 DI6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6260_STAMPING: 77705 2006
 DI6260_MARK LOGO: MIDT
 DI6260_PROJECTION: FLUSH
 DI6260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6260+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DI6260
 DI6260  HISTORY     - Date     Condition        Report By
 DI6260  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6260
 DI6260                          STATION DESCRIPTION
 DI6260
 DI6260'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6260'THE STATION IS LOCATED 2.7 MILES (4.35 KILOMETERS) NORTHEAST OF
 DI6260'GOODELLS, 6.2 MILES (9.98 KILOMETERS) SOUTHWEST OF NORTH STREET, AND
 DI6260'4.6 MILES (7.4 KILOMETERS) SOUTHEAST OF AVOCA, LOCATED WEST OF
 DI6260'CRIBBINS ROAD AND BETWEEN RYNN ROAD AND BRYCE ROAD.
 DI6260'
 DI6260'TO REACH THE STATION FROM THE JUNCTION OF LAPEER ROAD WITH CRIBBINS
 DI6260'ROAD, GO NORTH ON CRIBBINS ROAD FOR 1.4 MILES (2.25 KILOMETERS) TO THE
 DI6260'STATION ON THE LEFT.
 DI6260'
 DI6260'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6260'DISK STAMPED 77705 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6260'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 18.6 METERS (61.0
 DI6260'FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--3800--, 16.7 METERS
 DI6260'(54.7 FEET) NORTH-NORTHEAST OF A 12 INCH (30 CENTIMETER) CONCRETE
 DI6260'CULVERT, 7.9 METERS (26.0 FEET) EAST OF THE CENTERLINE OF CRIBBINS
 DI6260'ROAD, 6.7 METERS (22.0 FEET) SOUTH OF THE EXTENDED PRIVATE
 DI6260'ENTRANCE--3805--, AND 1.0 METERS (3.25 FEET) WEST OF A CARSONITE
 DI6260'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6394 ***********************************************************************
 DI6394  DESIGNATION -  77706
 DI6394  PID         -  DI6394
 DI6394  STATE/COUNTY-  MI/ST CLAIR
 DI6394  COUNTRY     -  US
 DI6394  USGS QUAD   -  GOODELLS (2017)
 DI6394
 DI6394                         *CURRENT SURVEY CONTROL
 DI6394  ______________________________________________________________________
 DI6394* NAD 83(1986) POSITION- 42 58 03.     (N) 082 39 49.     (W)   SCALED
 DI6394* NAVD 88 ORTHO HEIGHT -   213.976 (meters)      702.02  (feet) ADJUSTED
 DI6394  ______________________________________________________________________
 DI6394  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 DI6394  DYNAMIC HEIGHT  -        213.922 (meters)      701.84  (feet) COMP
 DI6394  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 DI6394
 DI6394  VERT ORDER      -  SECOND    CLASS I
 DI6394
 DI6394.The horizontal coordinates were scaled from a map and have
 DI6394.an estimated accuracy of +/- 6 seconds.
 DI6394
 DI6394.The orthometric height was determined by differential leveling and
 DI6394.adjusted by the NATIONAL GEODETIC SURVEY
 DI6394.in July 2007.
 DI6394
 DI6394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6394.GEOID18 height accuracy estimate available here.
 DI6394
 DI6394.Click photographs - Photos may exist for this station.
 DI6394
 DI6394.The dynamic height is computed by dividing the NAVD 88
 DI6394.geopotential number by the normal gravity value computed on the
 DI6394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6394.degrees latitude (g = 980.6199 gals.).
 DI6394
 DI6394.The modeled gravity was interpolated from observed gravity values.
 DI6394
 DI6394;                    North         East    Units  Estimated Accuracy
 DI6394;SPC MI S     -   164,410.    4,138,920.      MT  (+/- 180 meters Scaled)
 DI6394
 DI6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH643585(NAD 83)
 DI6394
 DI6394                          SUPERSEDED SURVEY CONTROL
 DI6394
 DI6394.No superseded survey control is available for this station.
 DI6394
 DI6394_MARKER: DD = SURVEY DISK
 DI6394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6394_STAMPING: 77706 2006
 DI6394_MARK LOGO: MIDT
 DI6394_PROJECTION: FLUSH
 DI6394_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6394+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6394
 DI6394  HISTORY     - Date     Condition        Report By
 DI6394  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6394
 DI6394                          STATION DESCRIPTION
 DI6394
 DI6394'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6394'THE STATION IS LOCATED 0.9 MILES (1.45 KILOMETERS) SOUTH OF GOODELLS,
 DI6394'5.5 MILES (8.85 KILOMETERS) SOUTHEAST OF EMMETT, AND 6.7 MILES (10.78
 DI6394'KILOMETERS) SOUTH-SOUTHEAST OF AVOCA, IN THE NORTHEAST QUADRANT OF THE
 DI6394'INTERSECTION OF SPARLING ROAD WITH GOODELLS ROAD.
 DI6394'
 DI6394'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-69 WITH
 DI6394'WALES CENTER ROAD, GO SOUTH ALONG WALES CENTER ROAD FOR 0.27 MILES
 DI6394'(0.43 KILOMETERS) TO SPARLING ROAD, TURN LEFT AND GO EAST ON SPARLING
 DI6394'ROAD FOR 0.89 MILES (1.43 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6394'
 DI6394'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6394'DISK STAMPED 77706 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6394'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 30.9 METERS
 DI6394'(101.3 FEET) WEST OF THE CENTER OF THE DRIVE TO THE WHITE OAKS GOLF
 DI6394'COURSE ADDRESS--8480--, 10.2 METERS (33.5 FEET) SOUTHWEST OF A POWER
 DI6394'POLE, 7.5 METERS (24.5 FEET) SOUTHWEST OF A CATCH BASIN, 6.5 METERS
 DI6394'(21.3 FEET) NORTH OF THE CENTERLINE OF SPARLING ROAD, AND 1.0 METERS
 DI6394'(3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6261 ***********************************************************************
 DI6261  DESIGNATION -  77707
 DI6261  PID         -  DI6261
 DI6261  STATE/COUNTY-  MI/ST CLAIR
 DI6261  COUNTRY     -  US
 DI6261  USGS QUAD   -  MARINE CITY (2017)
 DI6261
 DI6261                         *CURRENT SURVEY CONTROL
 DI6261  ______________________________________________________________________
 DI6261* NAD 83(1986) POSITION- 42 41 17.     (N) 082 30 30.     (W)   SCALED
 DI6261* NAVD 88 ORTHO HEIGHT -   178.223 (meters)      584.72  (feet) ADJUSTED
 DI6261  ______________________________________________________________________
 DI6261  GEOID HEIGHT    -        -34.978 (meters)                     GEOID18
 DI6261  DYNAMIC HEIGHT  -        178.174 (meters)      584.56  (feet) COMP
 DI6261  MODELED GRAVITY -    980,342.7   (mgal)                       NAVD 88
 DI6261
 DI6261  VERT ORDER      -  SECOND    CLASS I
 DI6261
 DI6261.The horizontal coordinates were scaled from a map and have
 DI6261.an estimated accuracy of +/- 6 seconds.
 DI6261
 DI6261.The orthometric height was determined by differential leveling and
 DI6261.adjusted by the NATIONAL GEODETIC SURVEY
 DI6261.in July 2007.
 DI6261
 DI6261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6261.GEOID18 height accuracy estimate available here.
 DI6261
 DI6261.Click photographs - Photos may exist for this station.
 DI6261
 DI6261.The dynamic height is computed by dividing the NAVD 88
 DI6261.geopotential number by the normal gravity value computed on the
 DI6261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6261.degrees latitude (g = 980.6199 gals.).
 DI6261
 DI6261.The modeled gravity was interpolated from observed gravity values.
 DI6261
 DI6261;                    North         East    Units  Estimated Accuracy
 DI6261;SPC MI S     -   133,650.    4,152,270.      MT  (+/- 180 meters Scaled)
 DI6261
 DI6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH764272(NAD 83)
 DI6261
 DI6261                          SUPERSEDED SURVEY CONTROL
 DI6261
 DI6261.No superseded survey control is available for this station.
 DI6261
 DI6261_MARKER: DD = SURVEY DISK
 DI6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6261_STAMPING: 77707 2006
 DI6261_MARK LOGO: MIDT
 DI6261_PROJECTION: FLUSH
 DI6261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6261+STABILITY: SURFACE MOTION
 DI6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6261+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6261
 DI6261  HISTORY     - Date     Condition        Report By
 DI6261  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6261
 DI6261                          STATION DESCRIPTION
 DI6261
 DI6261'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6261'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) SOUTH OF MARINE
 DI6261'CITY, 4.9 MILES (7.89 KILOMETERS) NORTH OF ALGONAC, AND 6.3 MILES
 DI6261'(10.14 KILOMETERS) SOUTH OF HAWTHORNE, LOCATED ON THE WEST SIDE OF
 DI6261'RIVER ROAD AND BETWEEN EXTENDED AVALON BEACH STREET AND EXTENDED LOUIS
 DI6261'AVENUE.
 DI6261'
 DI6261'TO REACH THE STATION FROM THE JUNCTION OF NORTH BELLE RIVER AVENUE
 DI6261'WITH STATE HIGHWAY M-29 (BROADWAY STREET), GO SOUTHWEST ON STATE
 DI6261'HIGHWAY M-29 FOR 2.7 MILES (4.35 KILOMETERS) TO THE STATION ON THE
 DI6261'RIGHT.
 DI6261'
 DI6261'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6261'DISK STAMPED 77707 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6261'CONCRETE POST FLUSH WITH THE GROUND, 28.3 METERS (93.0 FEET) SOUTHWEST
 DI6261'OF THE CENTER OF PRIVATE ENTRANCE--7075--, 7.0 METERS (23.0 FEET)
 DI6261'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY M-29, 2.9 METERS (9.6
 DI6261'FEET) SOUTHWEST OF A 5 FOOT (1.5 METER) CHAIN LINK FENCE, AND 1.0
 DI6261'METERS (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5157 ***********************************************************************
 DJ5157  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5157  DESIGNATION -  77708
 DJ5157  PID         -  DJ5157
 DJ5157  STATE/COUNTY-  MI/ST CLAIR
 DJ5157  COUNTRY     -  US
 DJ5157  USGS QUAD   -  MARINE CITY (2017)
 DJ5157
 DJ5157                         *CURRENT SURVEY CONTROL
 DJ5157  ______________________________________________________________________
 DJ5157* NAD 83(2011) POSITION- 42 37 55.47872(N) 082 36 55.04165(W)   ADJUSTED
 DJ5157* NAD 83(2011) ELLIP HT-   141.370 (meters)        (06/27/12)   ADJUSTED
 DJ5157* NAD 83(2011) EPOCH   -  2010.00
 DJ5157* NAVD 88 ORTHO HEIGHT -   176.29  (meters)      578.4   (feet) GPS OBS
 DJ5157  ______________________________________________________________________
 DJ5157  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5157  GEOID HEIGHT    -        -34.875 (meters)                     GEOID03
 DJ5157  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 DJ5157  NAD 83(2011) X  -    604,074.448 (meters)                     COMP
 DJ5157  NAD 83(2011) Y  - -4,660,853.124 (meters)                     COMP
 DJ5157  NAD 83(2011) Z  -  4,297,616.175 (meters)                     COMP
 DJ5157  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DJ5157
 DJ5157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5157  Standards:
 DJ5157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5157  -------------------------------------------------------------------
 DJ5157  NETWORK    0.31   0.53           0.14   0.11   0.27      0.15929364
 DJ5157  -------------------------------------------------------------------
 DJ5157  Click here for local accuracies and other accuracy information.
 DJ5157
 DJ5157.The horizontal coordinates were established by GPS observations
 DJ5157.and adjusted by the National Geodetic Survey in June 2012.
 DJ5157
 DJ5157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5157.been affixed to the stable North American tectonic plate. See 
 DJ5157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5157
 DJ5157.The horizontal coordinates are valid at the epoch date displayed above
 DJ5157.which is a decimal equivalence of Year/Month/Day.
 DJ5157
 DJ5157.The orthometric height was determined by GPS observations and a
 DJ5157.high-resolution geoid model using precise GPS observation and
 DJ5157.processing techniques.
 DJ5157
 DJ5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5157.GEOID18 height accuracy estimate available here.
 DJ5157
 DJ5157.Click photographs - Photos may exist for this station.
 DJ5157
 DJ5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5157
 DJ5157.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5157
 DJ5157.The ellipsoidal height was determined by GPS observations
 DJ5157.and is referenced to NAD 83.
 DJ5157
 DJ5157. The following values were computed from the NAD 83(2011) position.
 DJ5157
 DJ5157;                    North         East     Units Scale Factor Converg.
 DJ5157;SPC MI S     -   127,242.063 4,143,635.774   MT  0.99991657   +1 11 30.7
 DJ5157;SPC MI S     -   417,460.84 13,594,605.56   iFT  0.99991657   +1 11 30.7
 DJ5157;UTM  17      - 4,721,223.567   367,556.123   MT  0.99981581   -1 05 39.0
 DJ5157
 DJ5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5157!SPC MI S     -   0.99997783  x   0.99991657  =   0.99989440
 DJ5157!UTM  17      -   0.99997783  x   0.99981581  =   0.99979364
 DJ5157
 DJ5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6755621223(NAD 83)
 DJ5157
 DJ5157                          SUPERSEDED SURVEY CONTROL
 DJ5157
 DJ5157  NAD 83(2007)-  42 37 55.47885(N)    082 36 55.04234(W) AD(2002.00) 1
 DJ5157  ELLIP H (06/10/07)  141.377  (m)                       GP(2002.00) 4 1
 DJ5157
 DJ5157.Superseded values are not recommended for survey control.
 DJ5157
 DJ5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5157.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5157
 DJ5157_MARKER: DD = SURVEY DISK
 DJ5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5157_STAMPING: 77708 2006
 DJ5157_MARK LOGO: MIDT
 DJ5157_PROJECTION: FLUSH
 DJ5157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5157+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2025
 DJ5157
 DJ5157  HISTORY     - Date     Condition        Report By
 DJ5157  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5157  HISTORY     - 20250615 GOOD             MIDT
 DJ5157
 DJ5157                          STATION DESCRIPTION
 DJ5157
 DJ5157'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5157'THE STATION IS LOCATED 8.7 MILES (14.0 KILOMETERS) SOUTHWEST OF MARINE
 DJ5157'CITY, 4.4 MILES (7.08 KILOMETERS) NORTHWEST OF ALGONAC, AND 3.8 MILES
 DJ5157'(6.12 KILOMETERS) SOUTHEAST OF FAIR HAVEN, LOCATED ON THE NORTHEAST
 DJ5157'SIDE OF POINTE TREMBLE ROAD AND BETWEEN EXTENDED MERRIL DRIVE AND
 DJ5157'EXTENDED COLONY DRIVE.
 DJ5157'
 DJ5157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-29 (DYKE
 DJ5157'ROAD) WITH PALMS ROAD, GO SOUTHEAST ON STATE HIGHWAY M-29 FOR 3.3 MI
 DJ5157'(5.3 KM) (5.31 KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5157'
 DJ5157'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5157'DISK STAMPED 77708 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5157'CONCRETE POST FLUSH WITH THE GROUND, 10.4 METERS (34.0 FEET) SOUTHWEST
 DJ5157'OF THE CENTERLINE OF STATE HIGHWAY M-29, 8.5 METERS (28.0 FEET)
 DJ5157'NORTHEAST OF A POWER POLE, 4.0 METERS (13.0 FEET) SOUTHEAST OF A LIGHT
 DJ5157'POLE BASE, 1.7 METERS (5.7 FEET) SOUTHWEST OF THE BACK OF A CURB, 1.5
 DJ5157'METERS (5.0 FEET) NORTHWEST OF THE EDGE OF A PRIVATE ENTRANCE--6479--,
 DJ5157'AND 1.0 METER (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DJ5157
 DJ5157                          STATION RECOVERY (2025)
 DJ5157
 DJ5157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DJ5157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6262 ***********************************************************************
 DI6262  DESIGNATION -  77709
 DI6262  PID         -  DI6262
 DI6262  STATE/COUNTY-  MI/ST CLAIR
 DI6262  COUNTRY     -  US
 DI6262  USGS QUAD   -  MEMPHIS (2017)
 DI6262
 DI6262                         *CURRENT SURVEY CONTROL
 DI6262  ______________________________________________________________________
 DI6262* NAD 83(1986) POSITION- 42 58 13.     (N) 082 47 39.     (W)   SCALED
 DI6262* NAVD 88 ORTHO HEIGHT -   236.484 (meters)      775.86  (feet) ADJUSTED
 DI6262  ______________________________________________________________________
 DI6262  GEOID HEIGHT    -        -34.826 (meters)                     GEOID18
 DI6262  DYNAMIC HEIGHT  -        236.421 (meters)      775.66  (feet) COMP
 DI6262  MODELED GRAVITY -    980,351.5   (mgal)                       NAVD 88
 DI6262
 DI6262  VERT ORDER      -  SECOND    CLASS I
 DI6262
 DI6262.The horizontal coordinates were scaled from a map and have
 DI6262.an estimated accuracy of +/- 6 seconds.
 DI6262
 DI6262.The orthometric height was determined by differential leveling and
 DI6262.adjusted by the NATIONAL GEODETIC SURVEY
 DI6262.in July 2007.
 DI6262
 DI6262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6262.GEOID18 height accuracy estimate available here.
 DI6262
 DI6262.Click photographs - Photos may exist for this station.
 DI6262
 DI6262.The dynamic height is computed by dividing the NAVD 88
 DI6262.geopotential number by the normal gravity value computed on the
 DI6262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6262.degrees latitude (g = 980.6199 gals.).
 DI6262
 DI6262.The modeled gravity was interpolated from observed gravity values.
 DI6262
 DI6262;                    North         East    Units  Estimated Accuracy
 DI6262;SPC MI S     -   164,510.    4,128,270.      MT  (+/- 180 meters Scaled)
 DI6262
 DI6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH536590(NAD 83)
 DI6262
 DI6262                          SUPERSEDED SURVEY CONTROL
 DI6262
 DI6262.No superseded survey control is available for this station.
 DI6262
 DI6262_MARKER: DD = SURVEY DISK
 DI6262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6262_STAMPING: 77709 2006
 DI6262_MARK LOGO: MIDT
 DI6262_PROJECTION: FLUSH
 DI6262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6262+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DI6262
 DI6262  HISTORY     - Date     Condition        Report By
 DI6262  HISTORY     - 20060504 MONUMENTED       MIDT
 DI6262
 DI6262                          STATION DESCRIPTION
 DI6262
 DI6262'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6262'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) SOUTHWEST OF
 DI6262'EMMETT, 5.3 MILES (8.53 KILOMETERS) NORTH-NORTHWEST OF MEMPHIS, AND
 DI6262'6.6 MILES (10.62 KILOMETERS) WEST OF GOODELLS, IN THE NORTHWEST
 DI6262'QUADRANT OF THE INTERSECTION OF DUNN ROAD WITH COWHY ROAD.
 DI6262'
 DI6262'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-69 WITH
 DI6262'KINNEY ROAD, GO SOUTH ALONG KINNEY ROAD FOR 0.67 MILES (1.08
 DI6262'KILOMETERS) TO DUNN ROAD, TURN RIGHT AND GO WEST ON DUNN ROAD FOR 1.6
 DI6262'MILES (2.57 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6262'
 DI6262'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6262'DISK STAMPED 77709 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6262'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 70.7 METERS
 DI6262'(231.8 FEET) WEST OF THE CENTERLINE OF COWHY ROAD, 38.2 METERS (125.4
 DI6262'FEET) EAST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--11779--, 6.1
 DI6262'METERS (20.0 FEET) NORTH OF THE CENTERLINE OF DUNN ROAD, AND 1.0
 DI6262'METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6263 ***********************************************************************
 DI6263  DESIGNATION -  77710
 DI6263  PID         -  DI6263
 DI6263  STATE/COUNTY-  MI/ST CLAIR
 DI6263  COUNTRY     -  US
 DI6263  USGS QUAD   -  MEMPHIS (2017)
 DI6263
 DI6263                         *CURRENT SURVEY CONTROL
 DI6263  ______________________________________________________________________
 DI6263* NAD 83(1986) POSITION- 42 59 03.     (N) 082 51 46.     (W)   SCALED
 DI6263* NAVD 88 ORTHO HEIGHT -   240.415 (meters)      788.76  (feet) ADJUSTED
 DI6263  ______________________________________________________________________
 DI6263  GEOID HEIGHT    -        -34.840 (meters)                     GEOID18
 DI6263  DYNAMIC HEIGHT  -        240.350 (meters)      788.55  (feet) COMP
 DI6263  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 DI6263
 DI6263  VERT ORDER      -  SECOND    CLASS I
 DI6263
 DI6263.The horizontal coordinates were scaled from a map and have
 DI6263.an estimated accuracy of +/- 6 seconds.
 DI6263
 DI6263.The orthometric height was determined by differential leveling and
 DI6263.adjusted by the NATIONAL GEODETIC SURVEY
 DI6263.in July 2007.
 DI6263
 DI6263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6263.GEOID18 height accuracy estimate available here.
 DI6263
 DI6263.Click photographs - Photos may exist for this station.
 DI6263
 DI6263.The dynamic height is computed by dividing the NAVD 88
 DI6263.geopotential number by the normal gravity value computed on the
 DI6263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6263.degrees latitude (g = 980.6199 gals.).
 DI6263
 DI6263.The modeled gravity was interpolated from observed gravity values.
 DI6263
 DI6263;                    North         East    Units  Estimated Accuracy
 DI6263;SPC MI S     -   165,950.    4,122,640.      MT  (+/- 180 meters Scaled)
 DI6263
 DI6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH481607(NAD 83)
 DI6263
 DI6263                          SUPERSEDED SURVEY CONTROL
 DI6263
 DI6263.No superseded survey control is available for this station.
 DI6263
 DI6263_MARKER: DD = SURVEY DISK
 DI6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6263_STAMPING: 77710 2006
 DI6263_MARK LOGO: MIDT
 DI6263_PROJECTION: FLUSH
 DI6263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6263+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2008
 DI6263
 DI6263  HISTORY     - Date     Condition        Report By
 DI6263  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6263  HISTORY     - 20080911 GOOD             ROWEIN
 DI6263
 DI6263                          STATION DESCRIPTION
 DI6263
 DI6263'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6263'THE STATION IS LOCATED 4.7 MILES (7.56 KILOMETERS) SOUTHEAST OF
 DI6263'EMMETT, 5.4 MILES (8.69 KILOMETERS) NORTH-NORTHEAST OF BERVILLE, AND
 DI6263'4.1 MILES (6.6 KILOMETERS) SOUTHEAST OF CAPAC, LOCATED ON THE SOUTH
 DI6263'SIDE OF BURT ROAD AND BETWEEN HARRISON ROAD AND BREEN ROAD.    TO
 DI6263'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-69 WITH RILEY
 DI6263'CENTER ROAD, GO NORTH ON RILEY CENTER ROAD FOR 0.30 MILES (0.48
 DI6263'KILOMETERS) TO BURT ROAD, TURN LEFT AND GO WEST ON BURT ROAD FOR 0.72
 DI6263'MILES (1.16 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6263'
 DI6263'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6263'DISK STAMPED 77710 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6263'CONCRETE POST FLUSH WITH THE GROUND, 28.5 METERS (93.6 FEET)
 DI6263'SOUTH-SOUTHEAST OF A POWER POLE, 20.5 METERS (67.4 FEET) WEST OF THE
 DI6263'EXTENDED CENTER OF PRIVATE ENTRANCE--13224--, 8.3 METERS (27.3 FEET)
 DI6263'SOUTH OF THE CENTERLINE OF BURT ROAD, AND 1.0 METERS (3.3 FEET) SOUTH
 DI6263'OF A CARSONITE WITNESS POST.
 DI6263
 DI6263                          STATION RECOVERY (2008)
 DI6263
 DI6263'RECOVERY NOTE BY ROWE INCORPORATED 2008 (DCB)
 DI6263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6264 ***********************************************************************
 DI6264  DESIGNATION -  77711
 DI6264  PID         -  DI6264
 DI6264  STATE/COUNTY-  MI/ST CLAIR
 DI6264  COUNTRY     -  US
 DI6264  USGS QUAD   -  ALLENTON (2017)
 DI6264
 DI6264                         *CURRENT SURVEY CONTROL
 DI6264  ______________________________________________________________________
 DI6264* NAD 83(1986) POSITION- 42 59 17.     (N) 082 55 40.     (W)   SCALED
 DI6264* NAVD 88 ORTHO HEIGHT -   249.619 (meters)      818.96  (feet) ADJUSTED
 DI6264  ______________________________________________________________________
 DI6264  GEOID HEIGHT    -        -34.868 (meters)                     GEOID18
 DI6264  DYNAMIC HEIGHT  -        249.551 (meters)      818.74  (feet) COMP
 DI6264  MODELED GRAVITY -    980,342.7   (mgal)                       NAVD 88
 DI6264
 DI6264  VERT ORDER      -  SECOND    CLASS I
 DI6264
 DI6264.The horizontal coordinates were scaled from a map and have
 DI6264.an estimated accuracy of +/- 6 seconds.
 DI6264
 DI6264.The orthometric height was determined by differential leveling and
 DI6264.adjusted by the NATIONAL GEODETIC SURVEY
 DI6264.in July 2007.
 DI6264
 DI6264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6264.GEOID18 height accuracy estimate available here.
 DI6264
 DI6264.Click photographs - Photos may exist for this station.
 DI6264
 DI6264.The dynamic height is computed by dividing the NAVD 88
 DI6264.geopotential number by the normal gravity value computed on the
 DI6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6264.degrees latitude (g = 980.6199 gals.).
 DI6264
 DI6264.The modeled gravity was interpolated from observed gravity values.
 DI6264
 DI6264;                    North         East    Units  Estimated Accuracy
 DI6264;SPC MI S     -   166,290.    4,117,340.      MT  (+/- 180 meters Scaled)
 DI6264
 DI6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH428612(NAD 83)
 DI6264
 DI6264                          SUPERSEDED SURVEY CONTROL
 DI6264
 DI6264.No superseded survey control is available for this station.
 DI6264
 DI6264_MARKER: DD = SURVEY DISK
 DI6264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6264_STAMPING: 77711 2006
 DI6264_MARK LOGO: MIDT
 DI6264_PROJECTION: FLUSH
 DI6264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6264+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DI6264
 DI6264  HISTORY     - Date     Condition        Report By
 DI6264  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6264  HISTORY     - 20080911 GOOD             ROWEIN
 DI6264  HISTORY     - 20091028 GOOD             ROWEIN
 DI6264
 DI6264                          STATION DESCRIPTION
 DI6264
 DI6264'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6264'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) SOUTH OF CAPAC, 6.1
 DI6264'MILES (9.82 KILOMETERS) NORTH OF ALLENTON, AND 7.1 MILES (11.43
 DI6264'KILOMETERS) NORTHWEST OF BERVILLE, THE STATION IS IN THE NORTHWEST
 DI6264'QUADRANT OF THE INTERSECTION OF INTERSTATE HIGHWAY-69 AND CAPAC ROAD.
 DI6264'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6264'DISK STAMPED 77711 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6264'CONCRETE POST FLUSH WITH THE GROUND, 69.5 METERS (228.0 FEET) SOUTH OF
 DI6264'THE CENTERLINE OF THE ENTRANCE RAMP TO WESTBOUND INTERSTATE
 DI6264'HIGHWAY-69, 30.1 METERS (98.8 FEET) SOUTH OF A CONCRETE BASE OF A
 DI6264'BRIDGE MAY BE ICY SIGN, 21.0 METERS (69.0 FEET) NORTH-NORTHWEST OF THE
 DI6264'END OF A GUARDRAIL, 9.8 METERS (32.2 FEET) WEST OF THE CENTERLINE OF
 DI6264'CAPAC ROAD, AND 1.0 METERS (3.25 FEET) WEST OF A CARSONITE WITNESS
 DI6264'POST.
 DI6264
 DI6264                          STATION RECOVERY (2008)
 DI6264
 DI6264'RECOVERY NOTE BY ROWE INCORPORATED 2008 (DCB)
 DI6264'RECOVERED IN GOOD CONDITION.
 DI6264
 DI6264                          STATION RECOVERY (2009)
 DI6264
 DI6264'RECOVERY NOTE BY ROWE INCORPORATED 2009 (MDJ)
 DI6264'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE PREVIOUS
 DI6264'DESCRIPTION DUE TO THE RECONSTRUCTION OF I-69.  MARK IS 62.0 FEET
 DI6264'NORTH OF THE WESTERLY LEG OF BRIDGE MAY BE ICY SIGN, AND 34.5 FEET
 DI6264'SOUTH-SOUTHWEST OF THE END OF THE GUARDRAIL.  THE REMAINDER OF THE
 DI6264'PREVIOUS DESCRIPTION STILL APPLIES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5158 ***********************************************************************
 DJ5158  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5158  DESIGNATION -  77712
 DJ5158  PID         -  DJ5158
 DJ5158  STATE/COUNTY-  MI/ST CLAIR
 DJ5158  COUNTRY     -  US
 DJ5158  USGS QUAD   -  MARINE CITY (2017)
 DJ5158
 DJ5158                         *CURRENT SURVEY CONTROL
 DJ5158  ______________________________________________________________________
 DJ5158* NAD 83(2011) POSITION- 42 41 45.29972(N) 082 35 18.42053(W)   ADJUSTED
 DJ5158* NAD 83(2011) ELLIP HT-   147.700 (meters)        (06/27/12)   ADJUSTED
 DJ5158* NAD 83(2011) EPOCH   -  2010.00
 DJ5158* NAVD 88 ORTHO HEIGHT -   182.66  (meters)      599.3   (feet) GPS OBS
 DJ5158  ______________________________________________________________________
 DJ5158  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5158  GEOID HEIGHT    -        -34.919 (meters)                     GEOID03
 DJ5158  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 DJ5158  NAD 83(2011) X  -    605,638.311 (meters)                     COMP
 DJ5158  NAD 83(2011) Y  - -4,655,808.311 (meters)                     COMP
 DJ5158  NAD 83(2011) Z  -  4,302,835.361 (meters)                     COMP
 DJ5158  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 DJ5158
 DJ5158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5158  Standards:
 DJ5158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5158  -------------------------------------------------------------------
 DJ5158  NETWORK    0.24   0.39           0.11   0.08   0.20      0.07802913
 DJ5158  -------------------------------------------------------------------
 DJ5158  Click here for local accuracies and other accuracy information.
 DJ5158
 DJ5158.The horizontal coordinates were established by GPS observations
 DJ5158.and adjusted by the National Geodetic Survey in June 2012.
 DJ5158
 DJ5158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5158.been affixed to the stable North American tectonic plate. See 
 DJ5158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5158
 DJ5158.The horizontal coordinates are valid at the epoch date displayed above
 DJ5158.which is a decimal equivalence of Year/Month/Day.
 DJ5158
 DJ5158.The orthometric height was determined by GPS observations and a
 DJ5158.high-resolution geoid model using precise GPS observation and
 DJ5158.processing techniques.
 DJ5158
 DJ5158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5158.GEOID18 height accuracy estimate available here.
 DJ5158
 DJ5158.Click photographs - Photos may exist for this station.
 DJ5158
 DJ5158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5158
 DJ5158.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5158
 DJ5158.The ellipsoidal height was determined by GPS observations
 DJ5158.and is referenced to NAD 83.
 DJ5158
 DJ5158. The following values were computed from the NAD 83(2011) position.
 DJ5158
 DJ5158;                    North         East     Units Scale Factor Converg.
 DJ5158;SPC MI S     -   134,377.663 4,145,686.857   MT  0.99991230   +1 12 36.5
 DJ5158;SPC MI S     -   440,871.60 13,601,334.83   iFT  0.99991230   +1 12 36.5
 DJ5158;UTM  17      - 4,728,270.924   369,890.046   MT  0.99980827   -1 04 38.2
 DJ5158
 DJ5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5158!SPC MI S     -   0.99997684  x   0.99991230  =   0.99988914
 DJ5158!UTM  17      -   0.99997684  x   0.99980827  =   0.99978511
 DJ5158
 DJ5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6989028270(NAD 83)
 DJ5158
 DJ5158                          SUPERSEDED SURVEY CONTROL
 DJ5158
 DJ5158  NAD 83(2007)-  42 41 45.29984(N)    082 35 18.42123(W) AD(2002.00) 1
 DJ5158  ELLIP H (06/10/07)  147.708  (m)                       GP(2002.00) 4 1
 DJ5158
 DJ5158.Superseded values are not recommended for survey control.
 DJ5158
 DJ5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5158.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5158
 DJ5158_MARKER: DD = SURVEY DISK
 DJ5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5158_STAMPING: 77712 2006
 DJ5158_MARK LOGO: MIDT
 DJ5158_PROJECTION: FLUSH
 DJ5158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5158+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 DJ5158
 DJ5158  HISTORY     - Date     Condition        Report By
 DJ5158  HISTORY     - 20060424 MONUMENTED       MIDT
 DJ5158  HISTORY     - 20210803 GOOD             MIDT
 DJ5158
 DJ5158                          STATION DESCRIPTION
 DJ5158
 DJ5158'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5158'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) SOUTHWEST OF MARINE
 DJ5158'CITY, 6.2 MILES (9.98 KILOMETERS) NORTHEAST OF ALGONAC, AND 3.6 MILES
 DJ5158'(6.12 KILOMETERS) NORTHEAST OF FAIR HAVEN, IN THE NORTHEAST QUADRANT
 DJ5158'OF THE INTERSECTION OF SHORT CUT ROAD WITH STARVILLE ROAD.
 DJ5158'
 DJ5158'TO REACH THE STATION FROM THE JUNCTION OF MARINE CITY HIGHWAY WITH
 DJ5158'PALMS ROAD, GO SOUTH ON PALMS ROAD FOR 1.5 MILES (2.41 KILOMETERS) TO
 DJ5158'MARKEL ROAD, GO EAST ON MARKEL ROAD FOR 2.1 MILES (3.38 KILOMETERS) TO
 DJ5158'STARVILLE ROAD, GO SOUTH ON STARVILLE ROAD FOR 0.5 MILES (0.8
 DJ5158'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5158'
 DJ5158'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5158'DISK STAMPED 77712 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5158'CONCRETE POST FLUSH WITH THE GROUND, 61.0 METERS (200.0 FEET) WEST OF
 DJ5158'THE CENTER OF PRIVATE ENTRANCE--6985--, 23.2 METERS (76.0 FEET) EAST
 DJ5158'OF THE CENTERLINE OF STARVILLE ROAD, 14.1 METERS (46.4 FEET) SOUTHEAST
 DJ5158'OF A 30 INCH (76 CENTIMETER) CULVERT, 10.1 METERS (33.3 FEET)
 DJ5158'SOUTH-SOUTHEAST OF A POWER POLE, 6.7 METERS (22.0 FEET) NORTH OF THE
 DJ5158'CENTERLINE OF SHORT CUT ROAD, AND 1.0 METER (3.25 FEET) NORTH OF A
 DJ5158'CARSONITE WITNESS POST.
 DJ5158
 DJ5158                          STATION RECOVERY (2021)
 DJ5158
 DJ5158'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AL)
 DJ5158'FOUND AS DESCRIBED IN 2006, EXCEPT THERE IS NO CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6265 ***********************************************************************
 DI6265  DESIGNATION -  77713
 DI6265  PID         -  DI6265
 DI6265  STATE/COUNTY-  MI/ST CLAIR
 DI6265  COUNTRY     -  US
 DI6265  USGS QUAD   -  MARINE CITY (2017)
 DI6265
 DI6265                         *CURRENT SURVEY CONTROL
 DI6265  ______________________________________________________________________
 DI6265* NAD 83(1986) POSITION- 42 43 31.     (N) 082 35 24.     (W)   SCALED
 DI6265* NAVD 88 ORTHO HEIGHT -   186.642 (meters)      612.34  (feet) ADJUSTED
 DI6265  ______________________________________________________________________
 DI6265  GEOID HEIGHT    -        -34.973 (meters)                     GEOID18
 DI6265  DYNAMIC HEIGHT  -        186.591 (meters)      612.17  (feet) COMP
 DI6265  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 DI6265
 DI6265  VERT ORDER      -  SECOND    CLASS I
 DI6265
 DI6265.The horizontal coordinates were scaled from a map and have
 DI6265.an estimated accuracy of +/- 6 seconds.
 DI6265
 DI6265.The orthometric height was determined by differential leveling and
 DI6265.adjusted by the NATIONAL GEODETIC SURVEY
 DI6265.in July 2007.
 DI6265
 DI6265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6265.GEOID18 height accuracy estimate available here.
 DI6265
 DI6265.Click photographs - Photos may exist for this station.
 DI6265
 DI6265.The dynamic height is computed by dividing the NAVD 88
 DI6265.geopotential number by the normal gravity value computed on the
 DI6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6265.degrees latitude (g = 980.6199 gals.).
 DI6265
 DI6265.The modeled gravity was interpolated from observed gravity values.
 DI6265
 DI6265;                    North         East    Units  Estimated Accuracy
 DI6265;SPC MI S     -   137,640.    4,145,490.      MT  (+/- 180 meters Scaled)
 DI6265
 DI6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH698315(NAD 83)
 DI6265
 DI6265                          SUPERSEDED SURVEY CONTROL
 DI6265
 DI6265.No superseded survey control is available for this station.
 DI6265
 DI6265_MARKER: DD = SURVEY DISK
 DI6265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6265_STAMPING: 77713 2006
 DI6265_MARK LOGO: MIDT
 DI6265_PROJECTION: FLUSH
 DI6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6265+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DI6265
 DI6265  HISTORY     - Date     Condition        Report By
 DI6265  HISTORY     - 20060424 MONUMENTED       MIDT
 DI6265
 DI6265                          STATION DESCRIPTION
 DI6265
 DI6265'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6265'THE STATION IS LOCATED 4.5 MILES (7.24 KILOMETERS) NORTHEAST OF FAIR
 DI6265'HAVEN, 5.5 MILES (8.85 KILOMETERS) NORTHEAST OF ANCHORVILLE, AND 5.0
 DI6265'MILES (8.05 KILOMETERS) WEST-NORTHWEST OF MARINE CITY, IN THE
 DI6265'NORTHEAST QUADRANT OF THE INTERSECTION OF STARVILLE ROAD WITH MARINE
 DI6265'CITY HIGHWAY.
 DI6265'
 DI6265'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY WITH PALMS
 DI6265'ROAD, GO NORTH ON PALMS ROAD FOR 3.4 MILES (5.47 KILOMETERS) TO MARINE
 DI6265'CITY HIGHWAY, TURN RIGHT AND GO EAST ON MARINE CITY HIGHWAY FOR 2.1
 DI6265'MILES (3.38 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6265'
 DI6265'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6265'DISK STAMPED 77713 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6265'CONCRETE POST FLUSH WITH THE GROUND, 411.5 METERS (1350.0 FEET) EAST
 DI6265'OF PRIVATE ENTRANCE--7124--, 15.8 METERS (52.0 FEET) EAST OF THE
 DI6265'CENTERLINE OF STARVILLE ROAD, 13.0 METERS (42.5 FEET) SOUTHEAST OF A
 DI6265'36 INCH (91 CENTIMETER) CMP CULVERT, 10.5 METERS (34.5 FEET) NORTH OF
 DI6265'THE CENTERLINE OF MARINE CITY HIGHWAY, 6.2 METERS (20.5 FEET)
 DI6265'SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND 1.0 METERS (3.25 FEET) NORTH
 DI6265'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6266 ***********************************************************************
 DI6266  DESIGNATION -  77714
 DI6266  PID         -  DI6266
 DI6266  STATE/COUNTY-  MI/ST CLAIR
 DI6266  COUNTRY     -  US
 DI6266  USGS QUAD   -  CAPAC (2017)
 DI6266
 DI6266                         *CURRENT SURVEY CONTROL
 DI6266  ______________________________________________________________________
 DI6266* NAD 83(1986) POSITION- 43 00 45.     (N) 082 56 23.     (W)   SCALED
 DI6266* NAVD 88 ORTHO HEIGHT -   246.237 (meters)      807.86  (feet) ADJUSTED
 DI6266  ______________________________________________________________________
 DI6266  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 DI6266  DYNAMIC HEIGHT  -        246.172 (meters)      807.65  (feet) COMP
 DI6266  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 DI6266
 DI6266  VERT ORDER      -  SECOND    CLASS I
 DI6266
 DI6266.The horizontal coordinates were scaled from a map and have
 DI6266.an estimated accuracy of +/- 6 seconds.
 DI6266
 DI6266.The orthometric height was determined by differential leveling and
 DI6266.adjusted by the NATIONAL GEODETIC SURVEY
 DI6266.in July 2007.
 DI6266
 DI6266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6266.GEOID18 height accuracy estimate available here.
 DI6266
 DI6266.Click photographs - Photos may exist for this station.
 DI6266
 DI6266.The dynamic height is computed by dividing the NAVD 88
 DI6266.geopotential number by the normal gravity value computed on the
 DI6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6266.degrees latitude (g = 980.6199 gals.).
 DI6266
 DI6266.The modeled gravity was interpolated from observed gravity values.
 DI6266
 DI6266;                    North         East    Units  Estimated Accuracy
 DI6266;SPC MI S     -   168,990.    4,116,320.      MT  (+/- 180 meters Scaled)
 DI6266
 DI6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH419640(NAD 83)
 DI6266
 DI6266                          SUPERSEDED SURVEY CONTROL
 DI6266
 DI6266.No superseded survey control is available for this station.
 DI6266
 DI6266_MARKER: DD = SURVEY DISK
 DI6266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6266_STAMPING: 77714 2006
 DI6266_MARK LOGO: MIDT
 DI6266_PROJECTION: FLUSH
 DI6266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6266+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6266
 DI6266  HISTORY     - Date     Condition        Report By
 DI6266  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6266
 DI6266                          STATION DESCRIPTION
 DI6266
 DI6266'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6266'THE STATION IS LOCATED 6.7 MILES (10.78 KILOMETERS) NORTH OF ALLENTON,
 DI6266'7.0 MILES (11.27 KILOMETERS) EAST-SOUTHEAST OF IMLAY CITY, AND 0.7
 DI6266'MILES (1.13 KILOMETERS) WEST OF CAPAC, LOCATED NORTH OF BRYCE ROAD AND
 DI6266'BETWEEN BARTH DRIVE AND SAINT CLAIR STREET.
 DI6266'
 DI6266'TO REACH THE STATION FROM THE JUNCTION OF CAPAC ROAD WITH DOWNEY ROAD,
 DI6266'GO SOUTH ON CAPAC ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO WEST MILL
 DI6266'STREET (BRYCE ROAD), TURN RIGHT AND GO WEST ON WEST MILL STREET (BRYCE
 DI6266'ROAD) FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6266'
 DI6266'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6266'DISK STAMPED 77714 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6266'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 914.4 METERS
 DI6266'(3000.0 FEET) WEST OF NORTH MAIN STREET (CAPAC ROAD), 14.5 METERS
 DI6266'(47.5 FEET) NORTH-NORTHWEST OF A POWER POLE, 8.2 METERS (27.0 FEET)
 DI6266'SOUTH OF THE CENTERLINE OF BRYCE ROAD, 3.8 METERS (12.5 FEET)
 DI6266'WEST-SOUTHWEST OF A POWER POLE, 1.5 METERS (4.9 FEET) WEST OF THE
 DI6266'EXTENDED CENTER OF PRIVATE ENTRANCE--15334--, AND 11 INCHES (28
 DI6266'CENTIMETERS) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6267 ***********************************************************************
 DI6267  DESIGNATION -  77715
 DI6267  PID         -  DI6267
 DI6267  STATE/COUNTY-  MI/ST CLAIR
 DI6267  COUNTRY     -  US
 DI6267  USGS QUAD   -  AVOCA (2017)
 DI6267
 DI6267                         *CURRENT SURVEY CONTROL
 DI6267  ______________________________________________________________________
 DI6267* NAD 83(1986) POSITION- 43 03 44.     (N) 082 40 50.     (W)   SCALED
 DI6267* NAVD 88 ORTHO HEIGHT -   231.691 (meters)      760.14  (feet) ADJUSTED
 DI6267  ______________________________________________________________________
 DI6267  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 DI6267  DYNAMIC HEIGHT  -        231.637 (meters)      759.96  (feet) COMP
 DI6267  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 DI6267
 DI6267  VERT ORDER      -  SECOND    CLASS I
 DI6267
 DI6267.The horizontal coordinates were scaled from a map and have
 DI6267.an estimated accuracy of +/- 6 seconds.
 DI6267
 DI6267.The orthometric height was determined by differential leveling and
 DI6267.adjusted by the NATIONAL GEODETIC SURVEY
 DI6267.in July 2007.
 DI6267
 DI6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6267.GEOID18 height accuracy estimate available here.
 DI6267
 DI6267.Click photographs - Photos may exist for this station.
 DI6267
 DI6267.The dynamic height is computed by dividing the NAVD 88
 DI6267.geopotential number by the normal gravity value computed on the
 DI6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6267.degrees latitude (g = 980.6199 gals.).
 DI6267
 DI6267.The modeled gravity was interpolated from observed gravity values.
 DI6267
 DI6267;                    North         East    Units  Estimated Accuracy
 DI6267;SPC MI S     -   174,900.    4,137,330.      MT  (+/- 180 meters Scaled)
 DI6267
 DI6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH631690(NAD 83)
 DI6267
 DI6267                          SUPERSEDED SURVEY CONTROL
 DI6267
 DI6267.No superseded survey control is available for this station.
 DI6267
 DI6267_MARKER: DD = SURVEY DISK
 DI6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6267_STAMPING: 77715 2006
 DI6267_MARK LOGO: MIDT
 DI6267_PROJECTION: FLUSH
 DI6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6267+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DI6267
 DI6267  HISTORY     - Date     Condition        Report By
 DI6267  HISTORY     - 20060614 MONUMENTED       MIDT
 DI6267
 DI6267                          STATION DESCRIPTION
 DI6267
 DI6267'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6267'THE STATION IS LOCATED 7.5 MILES (12.07 KILOMETERS) SOUTHEAST OF YALE,
 DI6267'6.4 MILES (10.3 KILOMETERS) NORTHEAST OF EMMET, AND 5.7 MILES
 DI6267'(9.17 KILOMETERS) NORTH-NORTHWEST OF GOODELLS, LOCATED NORTH OF AVOCA
 DI6267'ROAD AND BETWEEN PINE ROAD AND DUCE ROAD.
 DI6267'
 DI6267'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-136 (AVOCA
 DI6267'ROAD) WITH KILGORE ROAD, GO EAST ON STATE HIGHWAY M-136 (AVOCA ROAD)
 DI6267'FOR 0.7 MILES (1.13 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6267'
 DI6267'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6267'DISK STAMPED 77715 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6267'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1200.9 METERS
 DI6267'(3940.0 FEET) EAST OF THE INTERSECTION OF STATE HIGHWAY M-136 (AVOCA
 DI6267'ROAD) AND KILGORE ROAD, 14.8 METERS (48.4 FEET) SOUTH-SOUTHWEST OF AN
 DI6267'APPLE TREE, 12.2 METERS (40.0 FEET) WEST OF THE EXTENDED CENTER OF
 DI6267'PRIVATE ENTRANCE --8599--, 10.1 METERS (33.0 FEET) NORTH OF THE
 DI6267'CENTERLINE OF STATE HIGHWAY M-136 (AVOCA ROAD), AND 11 INCHES (28
 DI6267'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6395 ***********************************************************************
 DI6395  DESIGNATION -  77716
 DI6395  PID         -  DI6395
 DI6395  STATE/COUNTY-  MI/ST CLAIR
 DI6395  COUNTRY     -  US
 DI6395  USGS QUAD   -  LAKEPORT (2017)
 DI6395
 DI6395                         *CURRENT SURVEY CONTROL
 DI6395  ______________________________________________________________________
 DI6395* NAD 83(1986) POSITION- 43 02 15.     (N) 082 29 17.     (W)   SCALED
 DI6395* NAVD 88 ORTHO HEIGHT -   187.368 (meters)      614.72  (feet) ADJUSTED
 DI6395  ______________________________________________________________________
 DI6395  GEOID HEIGHT    -        -34.834 (meters)                     GEOID18
 DI6395  DYNAMIC HEIGHT  -        187.323 (meters)      614.58  (feet) COMP
 DI6395  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 DI6395
 DI6395  VERT ORDER      -  SECOND    CLASS I
 DI6395
 DI6395.The horizontal coordinates were scaled from a map and have
 DI6395.an estimated accuracy of +/- 6 seconds.
 DI6395
 DI6395.The orthometric height was determined by differential leveling and
 DI6395.adjusted by the NATIONAL GEODETIC SURVEY
 DI6395.in July 2007.
 DI6395
 DI6395.No vertical observational check was made to the station.
 DI6395
 DI6395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6395.GEOID18 height accuracy estimate available here.
 DI6395
 DI6395.Click photographs - Photos may exist for this station.
 DI6395
 DI6395.The dynamic height is computed by dividing the NAVD 88
 DI6395.geopotential number by the normal gravity value computed on the
 DI6395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6395.degrees latitude (g = 980.6199 gals.).
 DI6395
 DI6395.The modeled gravity was interpolated from observed gravity values.
 DI6395
 DI6395;                    North         East    Units  Estimated Accuracy
 DI6395;SPC MI S     -   172,490.    4,153,060.      MT  (+/- 180 meters Scaled)
 DI6395
 DI6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH787660(NAD 83)
 DI6395
 DI6395                          SUPERSEDED SURVEY CONTROL
 DI6395
 DI6395.No superseded survey control is available for this station.
 DI6395
 DI6395_MARKER: DD = SURVEY DISK
 DI6395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6395_STAMPING: 77716 2006
 DI6395_MARK LOGO: MIDT
 DI6395_PROJECTION: FLUSH
 DI6395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6395+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 DI6395
 DI6395  HISTORY     - Date     Condition        Report By
 DI6395  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6395  HISTORY     - 20240625 GOOD             MIDT
 DI6395
 DI6395                          STATION DESCRIPTION
 DI6395
 DI6395'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6395'THE STATION IS LOCATED IN GARDENDALE, 2.5 MILES (4.02 KILOMETERS)
 DI6395'SOUTHEAST OF NORTH STREET, AND 10.2 MILES (16.42 KILOMETERS) NORTHEAST
 DI6395'OF SMITHS CREEK, LOCATED SOUTH OF KEEWAHDIN ROAD AND BETWEEN ABEL
 DI6395'DRIVE AND PINE GROVE AVENUE.
 DI6395'
 DI6395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-25 (24TH
 DI6395'AVENUE) WITH KEEWAHDIN ROAD, GO WEST ON KEEWAHDIN ROAD FOR 1.6 MILES
 DI6395'(2.6 KILOMETERS) TO THE DRIVE FOR SUNSET GARDENS AND THE STATION ON
 DI6395'THE LEFT.
 DI6395'
 DI6395'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6395'DISK STAMPED 77716 2006 SET VERTICALLY IN THE BASE OF THE FORT GRATIOT
 DI6395'CORS STATION, 49.1 METERS (161.2 FEET) WEST-NORTHWEST OF A 3 FEET (0.9
 DI6395'METERS) CONCRETE CULVERT, AND 23.7 METERS (77.8 FEET) SOUTH-SOUTHEAST
 DI6395'OF THE SOUTHEAST CORNER OF A SHED.  THE STATION IS LOCATED BEHIND THE
 DI6395'FORT GRATIOT DPW BUILDING ADDRESS--3815--.
 DI6395
 DI6395                          STATION RECOVERY (2024)
 DI6395
 DI6395'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DI6395'FORT GRATIOT CORS STATION REFERENCE MARK, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6268 ***********************************************************************
 DI6268  DESIGNATION -  77717
 DI6268  PID         -  DI6268
 DI6268  STATE/COUNTY-  MI/ST CLAIR
 DI6268  COUNTRY     -  US
 DI6268  USGS QUAD   -  SMITHS CREEK (2017)
 DI6268
 DI6268                         *CURRENT SURVEY CONTROL
 DI6268  ______________________________________________________________________
 DI6268* NAD 83(1986) POSITION- 42 54 49.     (N) 082 35 41.     (W)   SCALED
 DI6268* NAVD 88 ORTHO HEIGHT -   193.081 (meters)      633.47  (feet) ADJUSTED
 DI6268  ______________________________________________________________________
 DI6268  GEOID HEIGHT    -        -34.898 (meters)                     GEOID18
 DI6268  DYNAMIC HEIGHT  -        193.032 (meters)      633.31  (feet) COMP
 DI6268  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 DI6268
 DI6268  VERT ORDER      -  SECOND    CLASS I
 DI6268
 DI6268.The horizontal coordinates were scaled from a map and have
 DI6268.an estimated accuracy of +/- 6 seconds.
 DI6268
 DI6268.The orthometric height was determined by differential leveling and
 DI6268.adjusted by the NATIONAL GEODETIC SURVEY
 DI6268.in July 2007.
 DI6268
 DI6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6268.GEOID18 height accuracy estimate available here.
 DI6268
 DI6268.Click photographs - Photos may exist for this station.
 DI6268
 DI6268.The dynamic height is computed by dividing the NAVD 88
 DI6268.geopotential number by the normal gravity value computed on the
 DI6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6268.degrees latitude (g = 980.6199 gals.).
 DI6268
 DI6268.The modeled gravity was interpolated from observed gravity values.
 DI6268
 DI6268;                    North         East    Units  Estimated Accuracy
 DI6268;SPC MI S     -   158,540.    4,144,660.      MT  (+/- 180 meters Scaled)
 DI6268
 DI6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH698524(NAD 83)
 DI6268
 DI6268                          SUPERSEDED SURVEY CONTROL
 DI6268
 DI6268.No superseded survey control is available for this station.
 DI6268
 DI6268_MARKER: DD = SURVEY DISK
 DI6268_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6268_STAMPING: 77717 2006
 DI6268_MARK LOGO: MIDT
 DI6268_PROJECTION: FLUSH
 DI6268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6268+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DI6268
 DI6268  HISTORY     - Date     Condition        Report By
 DI6268  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6268
 DI6268                          STATION DESCRIPTION
 DI6268
 DI6268'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6268'THE STATION IS LOCATED IN SMITHS CREEK, 4.2 MILES (6.76 KILOMETERS)
 DI6268'NORTHEAST OF COLUMBUS, AND 8.5 MILES (13.68 KILOMETERS) NORTHWEST OF
 DI6268'SAINT CLAIR, LOCATED SOUTH OF SMITHS CREEK ROAD AND BETWEEN RICHMAN
 DI6268'ROAD AND STURDEVANT ROAD.
 DI6268'
 DI6268'TO REACH THE STATION FROM THE JUNCTION OF RICHMAN ROAD WITH SMITHS
 DI6268'CREEK ROAD, GO EAST ON SMITHS CREEK ROAD FOR 0.4 MILES (0.64
 DI6268'KILOMETERS) TO THE LANDFILL ON THE RIGHT, GO SOUTH ON THE LANDFILL
 DI6268'DRIVEWAY TO THE STATION ON THE RIGHT.
 DI6268'
 DI6268'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6268'DISK STAMPED 77717 2006 SET VERTICALLY 4.2 FEET (1.3 METERS) ABOVE THE
 DI6268'GROUND IN THE SOUTHEAST FACE OF THE BASE OF THE SMITHS CREEK CORS
 DI6268'STATION.  THE CORS STATION IS LOCATED ON THE LANDFILL PROPERTY.  TO
 DI6268'LOCATE THE STATION STOP AT THE FRONT OFFICE OF LANDFILL AND THEY WILL
 DI6268'DIRECT YOU TO THE CORS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6269 ***********************************************************************
 DI6269  DESIGNATION -  77718
 DI6269  PID         -  DI6269
 DI6269  STATE/COUNTY-  MI/ST CLAIR
 DI6269  COUNTRY     -  US
 DI6269  USGS QUAD   -  MARINE CITY (2017)
 DI6269
 DI6269                         *CURRENT SURVEY CONTROL
 DI6269  ______________________________________________________________________
 DI6269* NAD 83(1986) POSITION- 42 43 25.     (N) 082 35 44.     (W)   SCALED
 DI6269* NAVD 88 ORTHO HEIGHT -   187.880 (meters)      616.40  (feet) ADJUSTED
 DI6269  ______________________________________________________________________
 DI6269  GEOID HEIGHT    -        -34.971 (meters)                     GEOID18
 DI6269  DYNAMIC HEIGHT  -        187.828 (meters)      616.23  (feet) COMP
 DI6269  MODELED GRAVITY -    980,342.9   (mgal)                       NAVD 88
 DI6269
 DI6269  VERT ORDER      -  SECOND    CLASS I
 DI6269
 DI6269.The horizontal coordinates were scaled from a map and have
 DI6269.an estimated accuracy of +/- 6 seconds.
 DI6269
 DI6269.The orthometric height was determined by differential leveling and
 DI6269.adjusted by the NATIONAL GEODETIC SURVEY
 DI6269.in July 2007.
 DI6269
 DI6269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6269.GEOID18 height accuracy estimate available here.
 DI6269
 DI6269.Click photographs - Photos may exist for this station.
 DI6269
 DI6269.The dynamic height is computed by dividing the NAVD 88
 DI6269.geopotential number by the normal gravity value computed on the
 DI6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6269.degrees latitude (g = 980.6199 gals.).
 DI6269
 DI6269.The modeled gravity was interpolated from observed gravity values.
 DI6269
 DI6269;                    North         East    Units  Estimated Accuracy
 DI6269;SPC MI S     -   137,440.    4,145,040.      MT  (+/- 180 meters Scaled)
 DI6269
 DI6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH693313(NAD 83)
 DI6269
 DI6269                          SUPERSEDED SURVEY CONTROL
 DI6269
 DI6269.No superseded survey control is available for this station.
 DI6269
 DI6269_MARKER: DD = SURVEY DISK
 DI6269_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6269_STAMPING: 77718 2006
 DI6269_MARK LOGO: MIDT
 DI6269_PROJECTION: FLUSH
 DI6269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6269+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DI6269
 DI6269  HISTORY     - Date     Condition        Report By
 DI6269  HISTORY     - 20060620 MONUMENTED       MIDT
 DI6269
 DI6269                          STATION DESCRIPTION
 DI6269
 DI6269'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6269'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) WEST OF MARINE
 DI6269'CITY, 4.4 MILES (7.08 KILOMETERS) NORTHWEST OF FAIR HAVEN, AND 7.0
 DI6269'MILES (11.27 KILOMETERS) SOUTHWEST OF HAWTHORNE, IN THE SOUTHWEST
 DI6269'QUADRANT OF THE INTERSECTION OF MARINE CITY HIGHWAY WITH STARVILLE
 DI6269'ROAD.
 DI6269'
 DI6269'TO REACH THE STATION FROM THE JUNCTION OF PALMS ROAD WITH MARINE CITY
 DI6269'HIGHWAY, GO EAST ON MARINE CITY HIGHWAY FOR 1.8 MILES (2.9 KILOMETERS)
 DI6269'TO THE AIRPORT AND THE STATION ON THE RIGHT.
 DI6269'
 DI6269'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6269'DISK STAMPED 77718 2006 SET VERTICALLY 4.0 FEET (1.2 METERS) ABOVE THE
 DI6269'GROUND IN THE NORTHEAST FACE OF THE BASE OF THE MARINE CITY CORS
 DI6269'STATION.  THE CORS STATION IS LOCATED INSIDE THE PERIMETERS OF THE
 DI6269'MARINE CITY AIRPORT, 106.7 METERS (350.0 FEET) SOUTHWEST OF THE
 DI6269'SOUTHWEST CORNER OF THE AIRPORT HANGAR BUILDING, AND 3.0 METERS (10.0
 DI6269'FEET) SOUTHEAST OF THE WHITE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6328 ***********************************************************************
 DI6328  DESIGNATION -  77719
 DI6328  PID         -  DI6328
 DI6328  STATE/COUNTY-  MI/ST CLAIR
 DI6328  COUNTRY     -  US
 DI6328  USGS QUAD   -  SMITHS CREEK (2017)
 DI6328
 DI6328                         *CURRENT SURVEY CONTROL
 DI6328  ______________________________________________________________________
 DI6328* NAD 83(1986) POSITION- 42 54 28.     (N) 082 30 19.     (W)   SCALED
 DI6328* NAVD 88 ORTHO HEIGHT -   194.922 (meters)      639.51  (feet) ADJUSTED
 DI6328  ______________________________________________________________________
 DI6328  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 DI6328  DYNAMIC HEIGHT  -        194.872 (meters)      639.34  (feet) COMP
 DI6328  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 DI6328
 DI6328  VERT ORDER      -  SECOND    CLASS I
 DI6328
 DI6328.The horizontal coordinates were scaled from a map and have
 DI6328.an estimated accuracy of +/- 6 seconds.
 DI6328
 DI6328.The orthometric height was determined by differential leveling and
 DI6328.adjusted by the NATIONAL GEODETIC SURVEY
 DI6328.in July 2007.
 DI6328
 DI6328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6328.GEOID18 height accuracy estimate available here.
 DI6328
 DI6328.Click photographs - Photos may exist for this station.
 DI6328
 DI6328.The dynamic height is computed by dividing the NAVD 88
 DI6328.geopotential number by the normal gravity value computed on the
 DI6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6328.degrees latitude (g = 980.6199 gals.).
 DI6328
 DI6328.The modeled gravity was interpolated from observed gravity values.
 DI6328
 DI6328;                    North         East    Units  Estimated Accuracy
 DI6328;SPC MI S     -   158,050.    4,151,980.      MT  (+/- 180 meters Scaled)
 DI6328
 DI6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH771516(NAD 83)
 DI6328
 DI6328                          SUPERSEDED SURVEY CONTROL
 DI6328
 DI6328.No superseded survey control is available for this station.
 DI6328
 DI6328_MARKER: DD = SURVEY DISK
 DI6328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI6328_SP_SET: BRIDGE PIER
 DI6328_STAMPING: 77719 2006
 DI6328_MARK LOGO: MIDT
 DI6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6328+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DI6328
 DI6328  HISTORY     - Date     Condition        Report By
 DI6328  HISTORY     - 20061116 MONUMENTED       MIDT
 DI6328  HISTORY     - 20140214 GOOD             MUXLOW
 DI6328
 DI6328                          STATION DESCRIPTION
 DI6328
 DI6328'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6328'THE STATION IS LOCATED 8 MI (12.9 KM) SOUTH-SOUTHWEST OF PORT HURON, 5
 DI6328'MI (8.0 KM) EAST OF SMITHS CREEK AND 1 MI (1.6 KM) WEST OF MARYSVILLE.
 DI6328'STATION 77719 IS SET IN THE NORTHWEST CORNER OF THE PIER FOR THE
 DI6328'INTERSTATE HIGHWAY 94 BRIDGE OVER STATE HIGHWAY 25 (GRATIOT AVENUE).
 DI6328'
 DI6328'THE STATION IS A 4 INCH (10 CM) HEIGHT MODERNIZATION DISK STAMPED
 DI6328'--77719 2006--, 12 M (39.4 FT) WEST OF THE CENTERLINE OF SOUTH-BOUND
 DI6328'INTERSTATE 94, 22 M (72.2 FT) EAST OF NORTH-BOUND INTERSTATE 94, 1.0 M
 DI6328'(3.3 FT) ABOVE THE LEVEL OF THE GROUND.
 DI6328
 DI6328                          STATION RECOVERY (2014)
 DI6328
 DI6328'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2014
 DI6328'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6437 ***********************************************************************
 DI6437  DESIGNATION -  77720
 DI6437  PID         -  DI6437
 DI6437  STATE/COUNTY-  MI/WAYNE
 DI6437  COUNTRY     -  US
 DI6437  USGS QUAD   -  NORTHVILLE (2017)
 DI6437
 DI6437                         *CURRENT SURVEY CONTROL
 DI6437  ______________________________________________________________________
 DI6437* NAD 83(1986) POSITION- 42 26 14.     (N) 083 24 53.     (W)   SCALED
 DI6437* NAVD 88 ORTHO HEIGHT -   232.547 (meters)      762.95  (feet) ADJUSTED
 DI6437  ______________________________________________________________________
 DI6437  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 DI6437  DYNAMIC HEIGHT  -        232.482 (meters)      762.73  (feet) COMP
 DI6437  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 DI6437
 DI6437  VERT ORDER      -  SECOND    CLASS I
 DI6437
 DI6437.The horizontal coordinates were scaled from a map and have
 DI6437.an estimated accuracy of +/- 6 seconds.
 DI6437
 DI6437.The orthometric height was determined by differential leveling and
 DI6437.adjusted by the NATIONAL GEODETIC SURVEY
 DI6437.in July 2007.
 DI6437
 DI6437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6437.GEOID18 height accuracy estimate available here.
 DI6437
 DI6437.Click photographs - Photos may exist for this station.
 DI6437
 DI6437.The dynamic height is computed by dividing the NAVD 88
 DI6437.geopotential number by the normal gravity value computed on the
 DI6437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6437.degrees latitude (g = 980.6199 gals.).
 DI6437
 DI6437.The modeled gravity was interpolated from observed gravity values.
 DI6437
 DI6437;                    North         East    Units  Estimated Accuracy
 DI6437;SPC MI S     -   104,550.    4,078,320.      MT  (+/- 180 meters Scaled)
 DI6437
 DI6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH013011(NAD 83)
 DI6437
 DI6437                          SUPERSEDED SURVEY CONTROL
 DI6437
 DI6437.No superseded survey control is available for this station.
 DI6437
 DI6437_MARKER: DD = SURVEY DISK
 DI6437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6437_STAMPING: 77720 2006
 DI6437_MARK LOGO: MIDT
 DI6437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6437+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2008
 DI6437
 DI6437  HISTORY     - Date     Condition        Report By
 DI6437  HISTORY     - 20061212 MONUMENTED       MIDT
 DI6437  HISTORY     - 20081221 GOOD             MIDT
 DI6437
 DI6437                          STATION DESCRIPTION
 DI6437
 DI6437'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6437'THE STATION IS LOCATED 5.75 MI (9.3 KM) NORTHWEST OF LIVONIA, 5.4 MI
 DI6437'(8.7 KM) NORTHEAST OF PLYMOUTH AND 2.4 MI (3.9 KM) SOUTHWEST OF
 DI6437'FARMINGTON.
 DI6437'
 DI6437'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 WITH 8
 DI6437'MILE ROAD IN LIVONIA, MI, GO EAST ON 8 MILE ROAD TO NEWBURGH ROAD ON
 DI6437'THE RIGHT, TURN RIGHT AND GO SOUTH ON NEWBURGH ROAD FOR 0.15 MI (0.2
 DI6437'KM) TO THE STATION ON THE RIGHT.
 DI6437'
 DI6437'THE STATION IS A 4 INCH (10 CM) HEIGHT MODERNIZATION DISK STAMPED
 DI6437'77720 2006 SET VERTICALLY 4.2 FT (1.3 M) ABOVE THE GROUND IN THE
 DI6437'NORTHEAST FACE OF THE BASE OF THE LIVONIA CORS STATION.  THE STATION
 DI6437'IS LOCATED AT 20301 NEWBURGH ROAD.
 DI6437
 DI6437                          STATION RECOVERY (2008)
 DI6437
 DI6437'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 DI6437'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0225 ***********************************************************************
 RJ0225  DESIGNATION -  78
 RJ0225  PID         -  RJ0225
 RJ0225  STATE/COUNTY-  MI/CHIPPEWA
 RJ0225  COUNTRY     -  US
 RJ0225  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0225
 RJ0225                         *CURRENT SURVEY CONTROL
 RJ0225  ______________________________________________________________________
 RJ0225* NAD 83(1986) POSITION- 46 27 42.     (N) 084 13 05.     (W)   SCALED
 RJ0225* NAVD 88 ORTHO HEIGHT -   230.177 (meters)      755.17  (feet) ADJUSTED
 RJ0225  ______________________________________________________________________
 RJ0225  GEOID HEIGHT    -        -36.692 (meters)                     GEOID18
 RJ0225  DYNAMIC HEIGHT  -        230.190 (meters)      755.22  (feet) COMP
 RJ0225  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ0225
 RJ0225  VERT ORDER      -  FIRST     CLASS I
 RJ0225
 RJ0225.The horizontal coordinates were scaled from a map and have
 RJ0225.an estimated accuracy of +/- 6 seconds.
 RJ0225
 RJ0225.The orthometric height was determined by differential leveling and
 RJ0225.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0225.in June 1991.
 RJ0225
 RJ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0225.GEOID18 height accuracy estimate available here.
 RJ0225
 RJ0225.Click photographs - Photos may exist for this station.
 RJ0225
 RJ0225.The dynamic height is computed by dividing the NAVD 88
 RJ0225.geopotential number by the normal gravity value computed on the
 RJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0225.degrees latitude (g = 980.6199 gals.).
 RJ0225
 RJ0225.The modeled gravity was interpolated from observed gravity values.
 RJ0225
 RJ0225;                    North         East    Units  Estimated Accuracy
 RJ0225;SPC MI N     -   190,290.    8,213,640.      MT  (+/- 180 meters Scaled)
 RJ0225
 RJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136491(NAD 83)
 RJ0225
 RJ0225                          SUPERSEDED SURVEY CONTROL
 RJ0225
 RJ0225  NGVD 29 (??/??/92)  230.167  (m)          755.14   (f) ADJ UNCH    1 1
 RJ0225
 RJ0225.Superseded values are not recommended for survey control.
 RJ0225
 RJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0225.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0225
 RJ0225_MARKER: B = BOLT
 RJ0225_SETTING: 80 = SET IN A BOULDER
 RJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0225+STABILITY: SURFACE MOTION
 RJ0225
 RJ0225  HISTORY     - Date     Condition        Report By
 RJ0225  HISTORY     - 1969     MONUMENTED       NONE
 RJ0225  HISTORY     - 1969     GOOD             USLS
 RJ0225  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0225
 RJ0225                          STATION DESCRIPTION
 RJ0225
 RJ0225'DESCRIBED BY US LAKE SURVEY 1969
 RJ0225'AT SUGAR ISLAND.
 RJ0225'78 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0225'DOCK PROCEED 4.9 MILES EAST ON PAVED ROAD, TURN RIGHT, GO
 RJ0225'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE TO SOUTHWEST CORNER
 RJ0225'OF INTERSECTION OF ROADS, 83.3 FEET SOUTH SOUTHEAST OF UTILITY
 RJ0225'POLE NO. USCG-134, 79.1 FEET WEST OF UTILITY POLE NO. USCG-135,
 RJ0225'9.3 FEET SOUTH OF UTILITY POLE NO. SU I-27-78, FLUSH WITH THE
 RJ0225'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER
 RJ0225'BOLT SET INTO A BOULDER.
 RJ0225
 RJ0225                          STATION RECOVERY (1983)
 RJ0225
 RJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0225'NOT RECOVERED.  POSSIBLY TAKEN OUT BY SNOW GRADER OR COVERED OVER BY
 RJ0225'HIGHWAY EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1303 ***********************************************************************
 RJ1303  DESIGNATION -  78 1/2 C5W 177
 RJ1303  PID         -  RJ1303
 RJ1303  STATE/COUNTY-  MI/CHIPPEWA
 RJ1303  COUNTRY     -  US
 RJ1303  USGS QUAD   -  OAK RIDGE (2017)
 RJ1303
 RJ1303                         *CURRENT SURVEY CONTROL
 RJ1303  ______________________________________________________________________
 RJ1303* NAD 83(1994) POSITION- 46 18 15.27163(N) 084 13 18.30809(W)   ADJUSTED
 RJ1303* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1303  ______________________________________________________________________
 RJ1303  GEOID HEIGHT    -        -36.515 (meters)                     GEOID18
 RJ1303  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 RJ1303  HORZ ORDER      -  SECOND
 RJ1303
 RJ1303.The horizontal coordinates were established by classical geodetic methods
 RJ1303.and adjusted by the National Geodetic Survey in February 1997.
 RJ1303
 RJ1303.The orthometric height was scaled from a topographic map.
 RJ1303
 RJ1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1303.GEOID18 height accuracy estimate available here.
 RJ1303
 RJ1303.Click photographs - Photos may exist for this station.
 RJ1303
 RJ1303.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1303
 RJ1303. The following values were computed from the NAD 83(1994) position.
 RJ1303
 RJ1303;                    North         East     Units Scale Factor Converg.
 RJ1303;SPC MI N     -   172,789.845 8,213,965.041   MT  0.99990289   +2 00 29.1
 RJ1303;SPC MI N     -   566,895.82 26,948,704.20   iFT  0.99990289   +2 00 29.1
 RJ1303;UTM  16      - 5,131,603.476   713,940.307   MT  1.00016267   +2 00 34.1
 RJ1303
 RJ1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1303!SPC MI N     -   0.99997673  x   0.99990289  =   0.99987962
 RJ1303!UTM  16      -   0.99997673  x   1.00016267  =   1.00013940
 RJ1303
 RJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1394031603(NAD 83)
 RJ1303
 RJ1303                          SUPERSEDED SURVEY CONTROL
 RJ1303
 RJ1303  NAD 83(1986)-  46 18 15.26313(N)    084 13 18.30465(W) AD(       ) 2
 RJ1303
 RJ1303.Superseded values are not recommended for survey control.
 RJ1303
 RJ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1303.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1303
 RJ1303_MARKER: DS = TRIANGULATION STATION DISK
 RJ1303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1303+WITH SETTING: INFORMATION.
 RJ1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1303
 RJ1303  HISTORY     - Date     Condition        Report By
 RJ1303  HISTORY     - 1988     MONUMENTED       USACE
 RJ1303
 RJ1303                          STATION DESCRIPTION
 RJ1303
 RJ1303'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1303'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHEAST OF SAULT
 RJ1303'MARIE, 30.4 KM (18.9 MI) EAST-NORTHEAST OF RUDYARD, 42.5 KM (26.4 MI)
 RJ1303'NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1303'ON WEST SIDE OF WEST NEEBISH CHANNEL IN SOUTH 1/2 OF LOT 4,
 RJ1303'CHARLOTTE BEACH SUBDIVISION, SEC 7 T45N-R2E.
 RJ1303'OWNERSHIP---MARIE E. DRAKE
 RJ1303'
 RJ1303'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1303'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1303'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1303'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1303'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1303'DOWNRIVER FOR 5 MINUTES
 RJ1303'TO THE WEST SIDE OF THE RIVER WHERE STATION
 RJ1303'IS LOCATED.
 RJ1303'
 RJ1303'THE STATION IS A STANDARD COE DISK
 RJ1303'THAT IS STAMPED---C5W-177 1988---, SET INTO
 RJ1303'A PVC SLEEVE SET IN CONCRETE
 RJ1303'AND ATTACHED TO AN ALUMINUM ROD, LOCATED 26.3 METERS (86.3 MI)
 RJ1303'NORTHEAST OF PROPERTY CORNER AND 5.2 METERS (17 FT) FROM WATER.
 RJ1303'
 RJ1303'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6783 ***********************************************************************
 AA6783  DESIGNATION -  78 120
 AA6783  PID         -  AA6783
 AA6783  STATE/COUNTY-  MI/WAYNE
 AA6783  COUNTRY     -  US
 AA6783  USGS QUAD   -  WAYNE (2017)
 AA6783
 AA6783                         *CURRENT SURVEY CONTROL
 AA6783  ______________________________________________________________________
 AA6783* NAD 83(2011) POSITION- 42 16 00.27329(N) 083 23 20.95675(W)   ADJUSTED
 AA6783* NAD 83(2011) ELLIP HT-   169.243 (meters)        (06/27/12)   ADJUSTED
 AA6783* NAD 83(2011) EPOCH   -  2010.00
 AA6783* NAVD 88 ORTHO HEIGHT -   203.6   (meters)      668.    (feet) GPS OBS
 AA6783  ______________________________________________________________________
 AA6783  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6783  GEOID HEIGHT    -         -34.21 (meters)                     GEOID93
 AA6783  GEOID HEIGHT    -        -34.328 (meters)                     GEOID18
 AA6783  NAD 83(2011) X  -    544,225.234 (meters)                     COMP
 AA6783  NAD 83(2011) Y  - -4,695,816.074 (meters)                     COMP
 AA6783  NAD 83(2011) Z  -  4,267,689.826 (meters)                     COMP
 AA6783  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 AA6783
 AA6783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6783  Standards:
 AA6783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6783  -------------------------------------------------------------------
 AA6783  NETWORK    0.77   0.86           0.36   0.25   0.44     -0.03279825
 AA6783  -------------------------------------------------------------------
 AA6783  Click here for local accuracies and other accuracy information.
 AA6783
 AA6783.The horizontal coordinates were established by GPS observations
 AA6783.and adjusted by the National Geodetic Survey in June 2012.
 AA6783
 AA6783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6783.been affixed to the stable North American tectonic plate. See 
 AA6783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6783
 AA6783.The horizontal coordinates are valid at the epoch date displayed above
 AA6783.which is a decimal equivalence of Year/Month/Day.
 AA6783
 AA6783.The orthometric height was determined by GPS observations and a
 AA6783.high-resolution geoid model.
 AA6783
 AA6783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6783.GEOID18 height accuracy estimate available here.
 AA6783
 AA6783.Click photographs - Photos may exist for this station.
 AA6783
 AA6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6783
 AA6783.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6783
 AA6783.The ellipsoidal height was determined by GPS observations
 AA6783.and is referenced to NAD 83.
 AA6783
 AA6783. The following values were computed from the NAD 83(2011) position.
 AA6783
 AA6783;                    North         East     Units Scale Factor Converg.
 AA6783;SPC MI S     -    85,636.629 4,080,643.844   MT  0.99996469   +0 39 54.8
 AA6783;SPC MI S     -   280,960.07 13,387,939.12   iFT  0.99996469   +0 39 54.8
 AA6783;UTM  17      - 4,682,156.970   302,958.850   MT  1.00007773   -1 36 26.7
 AA6783
 AA6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6783!SPC MI S     -   0.99997346  x   0.99996469  =   0.99993815
 AA6783!UTM  17      -   0.99997346  x   1.00007773  =   1.00005119
 AA6783
 AA6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0295882156(NAD 83)
 AA6783
 AA6783                          SUPERSEDED SURVEY CONTROL
 AA6783
 AA6783  NAD 83(2007)-  42 16 00.27365(N)    083 23 20.95746(W) AD(2002.00) 0
 AA6783  ELLIP H (02/10/07)  169.241  (m)                       GP(2002.00)    
 AA6783  ELLIP H (07/12/02)  169.282  (m)                       GP(       ) 4 1
 AA6783  NAD 83(1994)-  42 16 00.27334(N)    083 23 20.95705(W) AD(       ) 1
 AA6783  ELLIP H (02/03/97)  169.317  (m)                       GP(       ) 4 1
 AA6783  NAD 83(1986)-  42 16 00.27980(N)    083 23 20.98513(W) AD(       ) 1
 AA6783
 AA6783.Superseded values are not recommended for survey control.
 AA6783
 AA6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6783.See file dsdata.pdf to determine how the superseded data were derived.
 AA6783
 AA6783_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6783_STAMPING: 78-120 1960
 AA6783_MARK LOGO: MI-163
 AA6783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6783+STABILITY: SURFACE MOTION
 AA6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6783+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 AA6783
 AA6783  HISTORY     - Date     Condition        Report By
 AA6783  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6783  HISTORY     - 20040301 GOOD             INDIV
 AA6783  HISTORY     - 20061109 GOOD             INDIV
 AA6783  HISTORY     - 20140902 GOOD             ROWEIN
 AA6783
 AA6783                          STATION DESCRIPTION
 AA6783
 AA6783'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6783'STATION IS LOCATED APPROXIMATELY 3 MILESNORTH AND 2.5 MILESWEST OF
 AA6783'DETROIT METRO AIRPORT ON VAN BORN ROAD AT WAYNE ROAD. TO REACH FROM
 AA6783'THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD (EXIT 196) PROCEED
 AA6783'NORTH ON WAYNE ROAD 2.7 MILESTO VAN BORN ROAD AND THE STATION IN THE
 AA6783'NORTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP
 AA6783'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST
 AA6783'IRON MONUMENT BOX WITH THE RIM FLUSH WITH THE TOP OF CONCRETE OF THE
 AA6783'SIDEWALK. CENTERLINE OF VAN BORN IS S 0 W, 58 FEET, THE MONUMENT IS
 AA6783'SET IN THE CENTER OF THE INTERSECTION OF THE SIDEWALKS.  THE SECTION
 AA6783'CORNER MONUMENT BOX IS SOUTHEAST 48.0 FEET.
 AA6783
 AA6783                          STATION RECOVERY (2004)
 AA6783
 AA6783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6783'RECOVERED IN GOOD CONDITION.
 AA6783
 AA6783                          STATION RECOVERY (2006)
 AA6783
 AA6783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6783'RECOVERED IN GOOD CONDITION.
 AA6783
 AA6783                          STATION RECOVERY (2014)
 AA6783
 AA6783'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 AA6783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0564 ***********************************************************************
 QK0564  DESIGNATION -  78 S
 QK0564  PID         -  QK0564
 QK0564  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0564  COUNTRY     -  US
 QK0564  USGS QUAD   -  GRACE (2017)
 QK0564
 QK0564                         *CURRENT SURVEY CONTROL
 QK0564  ______________________________________________________________________
 QK0564* NAD 83(1994) POSITION- 45 37 16.57075(N) 084 11 46.21252(W)   ADJUSTED
 QK0564* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0564  ______________________________________________________________________
 QK0564  GEOID HEIGHT    -        -36.510 (meters)                     GEOID18
 QK0564  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 QK0564  HORZ ORDER      -  SECOND
 QK0564
 QK0564.The horizontal coordinates were established by classical geodetic methods
 QK0564.and adjusted by the National Geodetic Survey in February 1997.
 QK0564
 QK0564.The orthometric height was scaled from a topographic map.
 QK0564
 QK0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0564.GEOID18 height accuracy estimate available here.
 QK0564
 QK0564.Click photographs - Photos may exist for this station.
 QK0564
 QK0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0564
 QK0564. The following values were computed from the NAD 83(1994) position.
 QK0564
 QK0564;                    North         East     Units Scale Factor Converg.
 QK0564;SPC MI C     -   256,108.131 6,013,296.802   MT  0.99998274   +0 07 13.6
 QK0564;SPC MI C     -   840,249.77 19,728,664.05   iFT  0.99998274   +0 07 13.6
 QK0564;UTM  16      - 5,055,793.450   718,581.732   MT  1.00018744   +2 00 17.2
 QK0564
 QK0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0564!SPC MI C     -   0.99997784  x   0.99998274  =   0.99996058
 QK0564!UTM  16      -   0.99997784  x   1.00018744  =   1.00016527
 QK0564
 QK0564:                Primary Azimuth Mark                     Grid Az
 QK0564:SPC MI C     -  H 31 MI 79                               139 56 13.1
 QK0564:UTM  16      -  H 31 MI 79                               138 03 09.5
 QK0564
 QK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1858155793(NAD 83)
 QK0564
 QK0564|---------------------------------------------------------------------|
 QK0564| PID    Reference Object                     Distance      Geod. Az  |
 QK0564|                                                           dddmmss.s |
 QK0564| QK0569 H 31 MI 79                          APPROX. 4.6 KM 1400326.7 |
 QK0564|---------------------------------------------------------------------|
 QK0564
 QK0564                          SUPERSEDED SURVEY CONTROL
 QK0564
 QK0564  NAD 83(1986)-  45 37 16.56205(N)    084 11 46.21268(W) AD(       ) 2
 QK0564  NAD 27      -  45 37 16.55400(N)    084 11 46.19700(W) AD(       ) 2
 QK0564
 QK0564.Superseded values are not recommended for survey control.
 QK0564
 QK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0564.See file dsdata.pdf to determine how the superseded data were derived.
 QK0564
 QK0564_MARKER: Z = SEE DESCRIPTION
 QK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0564
 QK0564  HISTORY     - Date     Condition        Report By
 QK0564  HISTORY     - 1909     MONUMENTED       USLS
 QK0564  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QK0564  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0564  HISTORY     - 1977     GOOD             NGS
 QK0564  HISTORY     - 1979     GOOD             NOS
 QK0564
 QK0564                          STATION DESCRIPTION
 QK0564
 QK0564'DESCRIBED BY US LAKE SURVEY 1909
 QK0564'ON SHORE OF LAKE HURON, ABOUT 1-1/2 MILES SOUTHEASTERLY OF NINE MILE
 QK0564'POINT, ON BEACH, 25 FEET FROM BRUSH, AND 20 FEET FROM WATERS EDGE.
 QK0564'MARKED BY BRASS PLUG IN CONCRETE MONUMENT, 6 INCHES SQUARE, PROJECTING
 QK0564'4 INCHES ABOVE SURFACE OF GROUND.  BEARINGS AND DISTANCES FROM STATION
 QK0564'ARE- GRANITE BOULDER, N. 64 DEG W., 52 FEET, GRANITE BOULDER, S. 28
 QK0564'DEG E., 69 FEET, GRANITE BOULDER, S. 27 DEG E., 116 FEET,
 QK0564'TRIANGLE-BLAZED 6-INCH PINE TREE, S. 20 DEG W., 43.5 FEET,
 QK0564'TRIANGLE-BLAZED 8-INCH PINE TREE, S. 48 DEG W., 26 FEET, AND
 QK0564'TRIANGLE-BLAZED 10-INCH PINE TREE, S. 15 DEG 30 MIN E., 528 FEET.
 QK0564
 QK0564                          STATION RECOVERY (1940)
 QK0564
 QK0564'RECOVERY NOTE BY US LAKE SURVEY 1940 (KAS)
 QK0564'START AT BRIDGE OVER CHEBOYGAN RIVER IN CHEBOYGAN WITH SPEEDOMETER SET
 QK0564'AT ZERO GO EAST ON STATE ST., AT 0.3 MILES TURN LEFT ON DUNCAN ST.
 QK0564'THEN RIGHT ON FULTON ST., AT 0.6 MILES TURN LEFT ON GEROW ST., AT 4.3
 QK0564'MILES TAKE LEFT FORK, AT 4.6 MILES TAKE RIGHT FORK, AT 6.0 MILES TAKE
 QK0564'RIGHT FORK, AT 7.1 MILES TAKE LEFT FORK, AT 8.6 MILES TAKE RIGHT FORK,
 QK0564'AT 14.4 MILES IS A GEOLOGICAL SURVEY BENCH MARK ON LEFT SIDE OF ROAD,
 QK0564'AT 15.5 MILES TURN LEFT, AT 15.8 MILES IS END OF ROAD AT CAPT. E.J.
 QK0564'POTVINS HOUSE.
 QK0564'
 QK0564'THE STATION IS APPROX. 1 MILE SE ALONG THE SHORE FROM CAPT. E.J.
 QK0564'POTVINS HOUSE.
 QK0564'
 QK0564'THESE DIRECTIONS MAY NOT BE TRUE AFTER NEW HIGHWAY U.S. 23 IS BUILT.
 QK0564'
 QK0564'CONDITION AND DESCRIPTION OF CENTER MARK-CENTER MARK IS IN GOOD
 QK0564'CONDITION.  STATION IS ABOUT 13-1/2 MILES EAST OF CHEBOYGAN, ABOUT
 QK0564'1-1/4 MILES SOUTHEAST OF NINE MILE POINT, ON SMALL STONY POINT WITH
 QK0564'SAND BEACH ON EITHER SIDE, ON GRAVEL RIDGE, 1000 FEET NORTHEAST OF
 QK0564'HIGHWAY U.S. 23, 147.34 FEET N 55 DEG W OF DRILL HOLE IN WHITE GRANITE
 QK0564'BOULDER ON BEACH, 131.08 FEET N 88 DEG E OF REF. MON. NO. 2, 69.73
 QK0564'FEET N 23 DEG W OF DRILL HOLE IN WHITE GRANITE BOULDER AT FOOT OF
 QK0564'GRAVEL RIDGE, 61.75 FEET N 19 DEG E OF REF. MON. NO. 1, BEING CROSS ON
 QK0564'BRONZE DISC SET IN TOP A 6 X 7 INCH CONCRETE MONUMENT EXTENDING 2
 QK0564'INCHES ABOVE GROUND SURFACE.
 QK0564'
 QK0564'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO CLEAR-ON
 QK0564'POINT COVERED BY THIN BRUSH.  GOOD VIEW OF LAKE AND SHORE LINE.  10
 QK0564'FOOT TOWER NEEDED.
 QK0564'
 QK0564'CONDITION AND DESCRIPTION OF REFERENCE MARKS-REF. MON. ARE DISCS WITH
 QK0564'ARROWS POINTING TO STATION SET IN CONCRETE POSTS AND IN GOOD
 QK0564'CONDITION.
 QK0564'
 QK0564'REF. MON. NO. 1 IS 30 FEET SOUTHWEST OF GRAVEL RIDGE.  REF. MON. NO. 2
 QK0564'IS ON BANK BETWEEN A 7 INCH SPRUCE AND AN 8 INCH NORWAY PINE.
 QK0564'
 QK0564'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0564
 QK0564                          STATION RECOVERY (1956)
 QK0564
 QK0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0564'REFERENCE MARKS 1 AND 2 RECOVERED AND FOUND IN GOOD CONDITION.  THE
 QK0564'STATION MARK WAS FOUND TO BE IN A LEANING POSITION TO THE W AND LOOSE
 QK0564'IN THE GROUND.
 QK0564'
 QK0564'A NEW DESCRIPTION FOLLOWS-
 QK0564'
 QK0564'THE STATION IS LOCATED ABOUT 14 MI. E OF CHEBOYGAN, ON THE S SHORE OF
 QK0564'LAKE HURON, IN THE E END OF LOT 629, AT THE E END OF ZENITH LANE, AND
 QK0564'ON LAND OWNED BY MR. JOHN S. DENNIS.  IT IS 70 FT. N OF A LARGE
 QK0564'GRANITE BOULDER WITH A HOLE IN THE TOP, 40 FT. W OF THE BEACH LINE OF
 QK0564'LAKE HURON, AND 6 FT. N OF A TRIANGULAR-BLAZED 8-IN. SPRUCE TREE.  THE
 QK0564'MARK IS A STANDARD U.S. LAKE SURVEY STATION-MARK DISK SET IN THE TOP
 QK0564'OF A 6- BY 8-IN. CONCRETE POST PROJECTING ABOUT 8 IN. AND STAMPED 78
 QK0564'1908 S.
 QK0564'
 QK0564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 27 IN
 QK0564'THE N EDGE OF CHEBOYGAN, GO E ON U.S. HIGHWAY 23 FOR 3.9 MI. TO ELLIS
 QK0564'CREEK BRIDGE.  CONTINUE E ON U.S. HIGHWAY 23 FOR 10.15 MI. TO THE
 QK0564'COUNTY LINE.  CONTINUE E ON U.S. HIGHWAY 23 FOR 0.5 MI. TO ZENITH LANE
 QK0564'ON THE LEFT. TURN LEFT AND GO E ON ZENITH LANE FOR 0.3 MI. TO THE LAKE
 QK0564'AND STATION AS DESCRIBED.
 QK0564'
 QK0564'REFERENCE MARK 1 IS 61.70 FT. S OF THE STATION, 56 FT. SW OF THE
 QK0564'BLAZED 8-IN. SPRUCE TREE, 47.7 FT. W OF THE LARGE GRANITE BOULDER WITH
 QK0564'A HOLE IN THE TOP, AND 12 FT. SW OF THE LOT 629 WHITE POST (AT S SIDE
 QK0564'OF THE LOT).  THE MARK IS A STANDARD U.S. LAKE SURVEY REFERENCE-MARK
 QK0564'DISK SET IN THE TOP OF A 6-IN. CONCRETE CYLINDER PROJECTING ABOUT 8
 QK0564'IN. AND STAMPED 78 NO 1 1908 1940 S.
 QK0564'
 QK0564'REFERENCE MARK 2 IS 130.95 FT. W OF THE STATION, 61 FT. S OF THE BEACH
 QK0564'LINE, 40 FT. S OF THE LOT 629 WHITE POST (AT N SIDE OF THE LOT), AND 5
 QK0564'FT. N OF A TRIANGULAR-BLAZED 10-IN. PINE TREE.  THE MARK IS A STANDARD
 QK0564'U.S. LAKE SURVEY REFERENCE-MARK DISK SET IN THE TOP OF A 6-IN.
 QK0564'CONCRETE CYLINDER PROJECTING ABOUT 4 IN. AND STAMPED 78 NO 2 1908 1940
 QK0564'S.
 QK0564
 QK0564                          STATION RECOVERY (1977)
 QK0564
 QK0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0564'STATION AND RM NO. 1 RECOVERED AS DESCRIBED.  RM NO. 2 IS PROBABLY
 QK0564'STILL THERE BUT IS NOW COVERED BY A GRAVEL DRIVE.  PROPERTY IS NOW
 QK0564'OWNED BY MR. BILL ERWIN.
 QK0564
 QK0564                          STATION RECOVERY (1979)
 QK0564
 QK0564'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 QK0564'THE STATION WAS RECOVERED AS DESCRIBED.
 QK0564'
 QK0564'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3094 ***********************************************************************
 AB3094  DESIGNATION -  78101
 AB3094  PID         -  AB3094
 AB3094  STATE/COUNTY-  MI/ST JOSEPH
 AB3094  COUNTRY     -  US
 AB3094  USGS QUAD   -  STURGIS (2017)
 AB3094
 AB3094                         *CURRENT SURVEY CONTROL
 AB3094  ______________________________________________________________________
 AB3094* NAD 83(2011) POSITION- 41 47 53.84316(N) 085 25 41.04612(W)   ADJUSTED
 AB3094* NAD 83(2011) ELLIP HT-   239.450 (meters)        (06/27/12)   ADJUSTED
 AB3094* NAD 83(2011) EPOCH   -  2010.00
 AB3094* NAVD 88 ORTHO HEIGHT -   272.6   (meters)      894.    (feet) GPS OBS
 AB3094  ______________________________________________________________________
 AB3094  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3094  GEOID HEIGHT    -        -33.111 (meters)                     GEOID93
 AB3094  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 AB3094  NAD 83(2011) X  -    379,593.031 (meters)                     COMP
 AB3094  NAD 83(2011) Y  - -4,746,986.587 (meters)                     COMP
 AB3094  NAD 83(2011) Z  -  4,229,087.495 (meters)                     COMP
 AB3094  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 AB3094
 AB3094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3094  Standards:
 AB3094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3094  -------------------------------------------------------------------
 AB3094  NETWORK    1.28   2.35           0.56   0.48   1.20     -0.12239305
 AB3094  -------------------------------------------------------------------
 AB3094  Click here for local accuracies and other accuracy information.
 AB3094
 AB3094.The horizontal coordinates were established by GPS observations
 AB3094.and adjusted by the National Geodetic Survey in June 2012.
 AB3094
 AB3094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3094.been affixed to the stable North American tectonic plate. See 
 AB3094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3094
 AB3094.The horizontal coordinates are valid at the epoch date displayed above
 AB3094.which is a decimal equivalence of Year/Month/Day.
 AB3094
 AB3094.The orthometric height was determined by GPS observations and a
 AB3094.high-resolution geoid model.
 AB3094
 AB3094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3094.GEOID18 height accuracy estimate available here.
 AB3094
 AB3094.Click photographs - Photos may exist for this station.
 AB3094
 AB3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3094
 AB3094.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3094
 AB3094.The ellipsoidal height was determined by GPS observations
 AB3094.and is referenced to NAD 83.
 AB3094
 AB3094. The following values were computed from the NAD 83(2011) position.
 AB3094
 AB3094;                    North         East     Units Scale Factor Converg.
 AB3094;SPC MI S     -    33,690.667 3,911,779.724   MT  1.00008506   -0 43 20.3
 AB3094;SPC MI S     -   110,533.68 12,833,922.98   iFT  1.00008506   -0 43 20.3
 AB3094;UTM  16      - 4,628,575.158   630,595.823   MT  0.99980987   +1 02 52.3
 AB3094
 AB3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3094!SPC MI S     -   0.99996244  x   1.00008506  =   1.00004750
 AB3094!UTM  16      -   0.99996244  x   0.99980987  =   0.99977232
 AB3094
 AB3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3059528575(NAD 83)
 AB3094
 AB3094                          SUPERSEDED SURVEY CONTROL
 AB3094
 AB3094  NAD 83(2007)-  41 47 53.84325(N)    085 25 41.04704(W) AD(2002.00) 0
 AB3094  ELLIP H (02/10/07)  239.466  (m)                       GP(2002.00)    
 AB3094  ELLIP H (07/12/02)  239.481  (m)                       GP(       ) 4 1
 AB3094  NAD 83(1994)-  41 47 53.84291(N)    085 25 41.04705(W) AD(       ) 1
 AB3094  ELLIP H (05/08/96)  239.502  (m)                       GP(       ) 1 1
 AB3094
 AB3094.Superseded values are not recommended for survey control.
 AB3094
 AB3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3094.See file dsdata.pdf to determine how the superseded data were derived.
 AB3094
 AB3094_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3094_STAMPING: 78101 1980
 AB3094_MARK LOGO: MIDT
 AB3094_PROJECTION: FLUSH
 AB3094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3094+STABILITY: SURFACE MOTION
 AB3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3094+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AB3094
 AB3094  HISTORY     - Date     Condition        Report By
 AB3094  HISTORY     - 1980     MONUMENTED       MIDT
 AB3094  HISTORY     - 20250708 GOOD             MIDT
 AB3094
 AB3094                          STATION DESCRIPTION
 AB3094
 AB3094'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3094'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3094'MAP IN THE SOUTHWEST 1/4 OF SECTION 1, T-8-S, R-10-W, IN THE CITY OF
 AB3094'STURGIS.  ABOUT 11.0 MI (17.7 KM) EAST OF WHITE PIGEON, 9.0 MI (14.5
 AB3094'KM) SOUTHEAST OF CENTREVILLE, 11.5 MI (18.5 KM) SOUTHWEST OF COLON ON
 AB3094'THE NORTH SIDE OF UNITES STATES HIGHWAY 12 IN A PARK. STATION IS AT
 AB3094'THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 12 AND
 AB3094'STATE HIGHWAY M-66 IN THE CITY OF STURGIS IN A PARK. STATION IS 92.0
 AB3094'FT (28.0 M) EAST FROM THE EAST FACE OF A 36-INCH WALNUT TREE, 56.0 FT
 AB3094'(17.1 M) EAST FROM A REFERENCE MONUMENT, 24.9 FT (7.6 M) NORTH FROM
 AB3094'THE BACK OF CURB OF U.S.  HIGHWAY 12, 95.2 FT (29.0 M) SOUTH FROM THE
 AB3094'EAGLES HEAD ON THE ARMED FORCES MEMORIAL AND 21.7 FT (6.6 M) NORTHWEST
 AB3094'FROM A METAL WITNESS POST AND SIGN.
 AB3094
 AB3094                          STATION RECOVERY (2025)
 AB3094
 AB3094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB3094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8443 ***********************************************************************
 AH8443  DESIGNATION -  78103
 AH8443  PID         -  AH8443
 AH8443  STATE/COUNTY-  MI/ST JOSEPH
 AH8443  COUNTRY     -  US
 AH8443  USGS QUAD   -  THREE RIVERS WEST (2017)
 AH8443
 AH8443                         *CURRENT SURVEY CONTROL
 AH8443  ______________________________________________________________________
 AH8443* NAD 83(1986) POSITION- 41 55 42.59   (N) 085 39 10.24   (W)   HD_HELD1
 AH8443* NAVD 88 ORTHO HEIGHT -   249.285 (meters)      817.86  (feet) ADJUSTED
 AH8443  ______________________________________________________________________
 AH8443  GEOID HEIGHT    -        -33.124 (meters)                     GEOID18
 AH8443  DYNAMIC HEIGHT  -        249.199 (meters)      817.58  (feet) COMP
 AH8443  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 AH8443
 AH8443  VERT ORDER      -  FIRST     CLASS II
 AH8443
 AH8443.The horizontal coordinates were determined by differentially corrected
 AH8443.hand held GPS observations or other comparable positioning techniques
 AH8443.and have an estimated accuracy of +/- 3 meters.
 AH8443
 AH8443.The orthometric height was determined by differential leveling and
 AH8443.adjusted by the NATIONAL GEODETIC SURVEY
 AH8443.in March 2005.
 AH8443
 AH8443.No vertical observational check was made to the station.
 AH8443
 AH8443.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8443.GEOID18 height accuracy estimate available here.
 AH8443
 AH8443.Click photographs - Photos may exist for this station.
 AH8443
 AH8443.The dynamic height is computed by dividing the NAVD 88
 AH8443.geopotential number by the normal gravity value computed on the
 AH8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8443.degrees latitude (g = 980.6199 gals.).
 AH8443
 AH8443.The modeled gravity was interpolated from observed gravity values.
 AH8443
 AH8443;                    North         East    Units  Estimated Accuracy
 AH8443;SPC MI S     -    48,412.6   3,893,319.3     MT  (+/- 3 meters HH1 GPS) 
 AH8443
 AH8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1169442714(NAD 83)
 AH8443
 AH8443                          SUPERSEDED SURVEY CONTROL
 AH8443
 AH8443.No superseded survey control is available for this station.
 AH8443
 AH8443_MARKER: DD = SURVEY DISK
 AH8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8443_STAMPING: 78103 1980
 AH8443_MARK LOGO: MIDT
 AH8443_PROJECTION: FLUSH
 AH8443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8443+STABILITY: SURFACE MOTION
 AH8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8443+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2021
 AH8443
 AH8443  HISTORY     - Date     Condition        Report By
 AH8443  HISTORY     - 1980     MONUMENTED       MIDT
 AH8443  HISTORY     - 19930107 GOOD             NGS
 AH8443  HISTORY     - 20010529 GOOD             NGS
 AH8443  HISTORY     - 20160526 GOOD             MIDT
 AH8443  HISTORY     - 20210603 GOOD             MIDT
 AH8443  HISTORY     - 20250501 MARK NOT FOUND   HEI
 AH8443
 AH8443                          STATION DESCRIPTION
 AH8443
 AH8443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8443'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8443'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS
 AH8443'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.9
 AH8443'M (101.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH8443'HIGHWAY, 30.9 M (101.4 FT) NORTHWEST OF THE CENTERLINE OF THE STATE
 AH8443'HIGHWAY, 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 1, 15.8 M
 AH8443'(51.8 FT) WEST-NORTHWEST OF A UTILITY POLE WITH A GUY CABLE, 1.2 M
 AH8443'(3.9 FT) WEST OF A WITNESS POST, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AH8443'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH8443
 AH8443                          STATION RECOVERY (2001)
 AH8443
 AH8443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8443'RECOVERED AS DESCRIBED.
 AH8443
 AH8443                          STATION RECOVERY (2016)
 AH8443
 AH8443'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AH8443'RECOVERED IN GOOD CONDITION.
 AH8443
 AH8443                          STATION RECOVERY (2021)
 AH8443
 AH8443'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 AH8443'RECOVERED IN GOOD CONDITION.
 AH8443
 AH8443                          STATION RECOVERY (2025)
 AH8443
 AH8443'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2025 (CLE)
 AH8443'THE MARK IS GONE.  IN 2021 MDOT (JB) SETUP ON AH8444 (REFERENCE MARK 1
 AH8443'TO AH8443) AND REPORTED AS AH8443.  COORDINATES SHOWN ON NATIONAL
 AH8443'GEODETIC SURVEY SHARED SOLUTION IS NOT THIS MONUMENT.  PHOTOS ON THIS
 AH8443'MONUMENT ALSO SHOW STAMPED 'REFERENCE MARK 1'. DW, NGS, 20250813: THE
 AH8443'COORDINATES MOVED TO THE REFERENCE MARK IN THE NATIONAL GEODETIC
 AH8443'SURVEY DATABASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8444 ***********************************************************************
 AH8444  DESIGNATION -  78103 RM 1
 AH8444  PID         -  AH8444
 AH8444  STATE/COUNTY-  MI/ST JOSEPH
 AH8444  COUNTRY     -  US
 AH8444  USGS QUAD   -  THREE RIVERS WEST (2017)
 AH8444
 AH8444                         *CURRENT SURVEY CONTROL
 AH8444  ______________________________________________________________________
 AH8444* NAD 83(1986) POSITION- 41 55 42.59   (N) 085 39 10.24   (W)   HD_HELD1
 AH8444* NAVD 88 ORTHO HEIGHT -   249.472 (meters)      818.48  (feet) ADJUSTED
 AH8444  ______________________________________________________________________
 AH8444  GEOID HEIGHT    -        -33.124 (meters)                     GEOID18
 AH8444  DYNAMIC HEIGHT  -        249.387 (meters)      818.20  (feet) COMP
 AH8444  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 AH8444
 AH8444  VERT ORDER      -  FIRST     CLASS II
 AH8444
 AH8444.The horizontal coordinates were determined by differentially corrected
 AH8444.hand held GPS observations or other comparable positioning techniques
 AH8444.and have an estimated accuracy of +/- 3 meters.
 AH8444
 AH8444.The orthometric height was determined by differential leveling and
 AH8444.adjusted by the NATIONAL GEODETIC SURVEY
 AH8444.in March 2005.
 AH8444
 AH8444.No vertical observational check was made to the station.
 AH8444
 AH8444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8444.GEOID18 height accuracy estimate available here.
 AH8444
 AH8444.Click photographs - Photos may exist for this station.
 AH8444
 AH8444.The dynamic height is computed by dividing the NAVD 88
 AH8444.geopotential number by the normal gravity value computed on the
 AH8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8444.degrees latitude (g = 980.6199 gals.).
 AH8444
 AH8444.The modeled gravity was interpolated from observed gravity values.
 AH8444
 AH8444;                    North         East    Units  Estimated Accuracy
 AH8444;SPC MI S     -    48,412.6   3,893,319.3     MT  (+/- 3 meters HH1 GPS) 
 AH8444
 AH8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1169442714(NAD 83)
 AH8444
 AH8444                          SUPERSEDED SURVEY CONTROL
 AH8444
 AH8444.No superseded survey control is available for this station.
 AH8444
 AH8444_MARKER: DR = REFERENCE MARK DISK
 AH8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8444_STAMPING: 1 78103 1980
 AH8444_MARK LOGO: MIDT
 AH8444_PROJECTION: FLUSH
 AH8444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8444+STABILITY: SURFACE MOTION
 AH8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8444+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2025
 AH8444
 AH8444  HISTORY     - Date     Condition        Report By
 AH8444  HISTORY     - 1980     MONUMENTED       MIDT
 AH8444  HISTORY     - 19930107 GOOD             NGS
 AH8444  HISTORY     - 20010529 GOOD             NGS
 AH8444  HISTORY     - 20160526 GOOD             MIDT
 AH8444  HISTORY     - 20250501 GOOD             HEI
 AH8444
 AH8444                          STATION DESCRIPTION
 AH8444
 AH8444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8444'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8444'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS
 AH8444'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.4
 AH8444'M (99.7 FT) NORTHWEST OF A UTILITY POLE WITH 1 GUY CABLE, 28.1 M (92.2
 AH8444'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 AH8444'23.9 M (78.4 FT) NORTH-NORTHEAST OF TRIANGULATION STATION 78103, 0.9 M
 AH8444'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH8444'WITH THE GROUND SURFACE.
 AH8444
 AH8444                          STATION RECOVERY (2001)
 AH8444
 AH8444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8444'RECOVERED AS DESCRIBED.
 AH8444
 AH8444                          STATION RECOVERY (2016)
 AH8444
 AH8444'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AH8444'RECOVERED IN GOOD CONDITION.
 AH8444
 AH8444                          STATION RECOVERY (2025)
 AH8444
 AH8444'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2025 (CJB)
 AH8444'GOOD CONDITION.  IN 2021 MDOT (JB) RECOVERED THIS MONUMENT AND
 AH8444'RECORDED IT AS AH8443.  MY 2025 OPUS SOLUTION CHECKS WITH 2021 MDOT.
 AH8444'THE SPATIAL MAP LOCATION SHOWN ON NATIONAL GEODETIC SURVEY WEBSITE
 AH8444'PUTS THIS MONUMENT SOUTH OF AH8443, THAT IS INCORRECT.  THIS MAY BE
 AH8444'THE SOURCE FOR THE BLUNDER BY MDOT (JB).  HIGHWAY WAS RECONSTRUCTED IN
 AH8444'2018.  ALL LOCAL TIES ARE MISSING.  MARK IS FOUND 650 FT (198.1 M)
 AH8444'NORTHWEST OF M60 AND US131 INTERSECTION.  240 FT (73.2 M) SOUTH OF
 AH8444'TELEPHONE PEDESTAL.  90 FT (27.4 M) SOUTHEAST OF THE CENTERLINE OF
 AH8444'WESTBOUND M60 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8433 ***********************************************************************
 AH8433  DESIGNATION -  78104
 AH8433  PID         -  AH8433
 AH8433  STATE/COUNTY-  MI/ST JOSEPH
 AH8433  COUNTRY     -  US
 AH8433  USGS QUAD   -  SCHOOLCRAFT (2017)
 AH8433
 AH8433                         *CURRENT SURVEY CONTROL
 AH8433  ______________________________________________________________________
 AH8433* NAD 83(1986) POSITION- 42 01 37.35   (N) 085 38 07.11   (W)   HD_HELD1
 AH8433* NAVD 88 ORTHO HEIGHT -   257.946 (meters)      846.28  (feet) ADJUSTED
 AH8433  ______________________________________________________________________
 AH8433  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 AH8433  DYNAMIC HEIGHT  -        257.860 (meters)      846.00  (feet) COMP
 AH8433  MODELED GRAVITY -    980,278.8   (mgal)                       NAVD 88
 AH8433
 AH8433  VERT ORDER      -  FIRST     CLASS II
 AH8433
 AH8433.The horizontal coordinates were determined by differentially corrected
 AH8433.hand held GPS observations or other comparable positioning techniques
 AH8433.and have an estimated accuracy of +/- 3 meters.
 AH8433
 AH8433.The orthometric height was determined by differential leveling and
 AH8433.adjusted by the NATIONAL GEODETIC SURVEY
 AH8433.in March 2005.
 AH8433
 AH8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8433.GEOID18 height accuracy estimate available here.
 AH8433
 AH8433.Click photographs - Photos may exist for this station.
 AH8433
 AH8433.The dynamic height is computed by dividing the NAVD 88
 AH8433.geopotential number by the normal gravity value computed on the
 AH8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8433.degrees latitude (g = 980.6199 gals.).
 AH8433
 AH8433.The modeled gravity was interpolated from observed gravity values.
 AH8433
 AH8433;                    North         East    Units  Estimated Accuracy
 AH8433;SPC MI S     -    59,335.2   3,894,938.7     MT  (+/- 3 meters HH1 GPS) 
 AH8433
 AH8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1297353679(NAD 83)
 AH8433
 AH8433                          SUPERSEDED SURVEY CONTROL
 AH8433
 AH8433.No superseded survey control is available for this station.
 AH8433
 AH8433_MARKER: DS = TRIANGULATION STATION DISK
 AH8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8433_STAMPING: 78104 1980
 AH8433_MARK LOGO: MIDT
 AH8433_PROJECTION: FLUSH
 AH8433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8433+STABILITY: SURFACE MOTION
 AH8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8433+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2025
 AH8433
 AH8433  HISTORY     - Date     Condition        Report By
 AH8433  HISTORY     - 1980     MONUMENTED       MIDT
 AH8433  HISTORY     - 19930107 GOOD             NGS
 AH8433  HISTORY     - 20010528 GOOD             NGS
 AH8433  HISTORY     - 20200624 GOOD             MIDT
 AH8433  HISTORY     - 20250709 GOOD             MIDT
 AH8433
 AH8433                          STATION DESCRIPTION
 AH8433
 AH8433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8433'9.8 KM (6.10 MI) NOTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8433'STATE HIGHWAY 60 IN THREE RIVERS, 53.0 M (173.9 FT) SOUTH OF THE
 AH8433'CENTER OF MARCELLUS ROAD, 24.2 M (79.4 FT) EAST OF THE CENTERLINE OF
 AH8433'THE NORTHBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT) SOUTHWEST OF
 AH8433'78104 REFERENCE MARK 1, 7.3 M (24.0 FT) SOUTHEAST OF 78104 REFERENCE
 AH8433'MARD 2, 6.9 M (22.6 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE, 0.9
 AH8433'M (3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 AH8433'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH8433'SURFACE.
 AH8433
 AH8433                          STATION RECOVERY (2001)
 AH8433
 AH8433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8433'RECOVERED AS DESCRIBED.
 AH8433
 AH8433                          STATION RECOVERY (2020)
 AH8433
 AH8433'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 AH8433'RECOVERED IN GOOD CONDITION.
 AH8433
 AH8433                          STATION RECOVERY (2025)
 AH8433
 AH8433'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH8433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8434 ***********************************************************************
 AH8434  DESIGNATION -  78104 RM 1
 AH8434  PID         -  AH8434
 AH8434  STATE/COUNTY-  MI/ST JOSEPH
 AH8434  COUNTRY     -  US
 AH8434  USGS QUAD   -  SCHOOLCRAFT (2017)
 AH8434
 AH8434                         *CURRENT SURVEY CONTROL
 AH8434  ______________________________________________________________________
 AH8434* NAD 83(1986) POSITION- 42 01 39.     (N) 085 38 07.     (W)   SCALED
 AH8434* NAVD 88 ORTHO HEIGHT -   257.830 (meters)      845.90  (feet) ADJUSTED
 AH8434  ______________________________________________________________________
 AH8434  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 AH8434  DYNAMIC HEIGHT  -        257.743 (meters)      845.61  (feet) COMP
 AH8434  MODELED GRAVITY -    980,278.8   (mgal)                       NAVD 88
 AH8434
 AH8434  VERT ORDER      -  FIRST     CLASS II
 AH8434
 AH8434.The horizontal coordinates were scaled from a map and have
 AH8434.an estimated accuracy of +/- 6 seconds.
 AH8434
 AH8434.The orthometric height was determined by differential leveling and
 AH8434.adjusted by the NATIONAL GEODETIC SURVEY
 AH8434.in March 2005.
 AH8434
 AH8434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8434.GEOID18 height accuracy estimate available here.
 AH8434
 AH8434.Click photographs - Photos may exist for this station.
 AH8434
 AH8434.The dynamic height is computed by dividing the NAVD 88
 AH8434.geopotential number by the normal gravity value computed on the
 AH8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8434.degrees latitude (g = 980.6199 gals.).
 AH8434
 AH8434.The modeled gravity was interpolated from observed gravity values.
 AH8434
 AH8434;                    North         East    Units  Estimated Accuracy
 AH8434;SPC MI S     -    59,390.    3,894,940.      MT  (+/- 180 meters Scaled)
 AH8434
 AH8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129537(NAD 83)
 AH8434
 AH8434                          SUPERSEDED SURVEY CONTROL
 AH8434
 AH8434.No superseded survey control is available for this station.
 AH8434
 AH8434_MARKER: DR = REFERENCE MARK DISK
 AH8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8434_STAMPING: 78104 1980 1
 AH8434_MARK LOGO: MIDT
 AH8434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8434+STABILITY: SURFACE MOTION
 AH8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8434+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8434
 AH8434  HISTORY     - Date     Condition        Report By
 AH8434  HISTORY     - 1980     MONUMENTED       MIDT
 AH8434  HISTORY     - 19930107 GOOD             NGS
 AH8434  HISTORY     - 20010528 GOOD             NGS
 AH8434
 AH8434                          STATION DESCRIPTION
 AH8434
 AH8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8434'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8434'STATE HIGHWAY 60 IN THREE RIVERS, 36.8 M (120.7 FT) EAST OF THE
 AH8434'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.7 M (113.8 FT)
 AH8434'SOUTH OF THE CENTER OF MARCELLUS ROAD, 22.2 M (72.8 FT) NORTHEAST OF
 AH8434'TRIANGULATION STATION 78104, 0.9 M (3.0 FT) NORTHWEST OF A FENCE, 0.3
 AH8434'M (1.0 FT) BELOW THE CENTER OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH8434'WITH THE GROUND SURFACE.
 AH8434
 AH8434                          STATION RECOVERY (2001)
 AH8434
 AH8434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8434'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8435 ***********************************************************************
 AH8435  DESIGNATION -  78104 RM 2
 AH8435  PID         -  AH8435
 AH8435  STATE/COUNTY-  MI/ST JOSEPH
 AH8435  COUNTRY     -  US
 AH8435  USGS QUAD   -  SCHOOLCRAFT (2017)
 AH8435
 AH8435                         *CURRENT SURVEY CONTROL
 AH8435  ______________________________________________________________________
 AH8435* NAD 83(2011) POSITION- 42 01 37.54135(N) 085 38 07.30471(W)   ADJUSTED
 AH8435* NAD 83(2011) ELLIP HT-   225.052 (meters)        (06/27/12)   ADJUSTED
 AH8435* NAD 83(2011) EPOCH   -  2010.00
 AH8435* NAVD 88 ORTHO HEIGHT -   258.107 (meters)      846.81  (feet) ADJUSTED
 AH8435  ______________________________________________________________________
 AH8435  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 AH8435  NAD 83(2011) X  -    361,123.338 (meters)                     COMP
 AH8435  NAD 83(2011) Y  - -4,731,390.499 (meters)                     COMP
 AH8435  NAD 83(2011) Z  -  4,247,990.536 (meters)                     COMP
 AH8435  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 AH8435  DYNAMIC HEIGHT  -        258.020 (meters)      846.52  (feet) COMP
 AH8435  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 AH8435
 AH8435  VERT ORDER      -  FIRST     CLASS II
 AH8435
 AH8435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8435  Standards:
 AH8435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8435  -------------------------------------------------------------------
 AH8435  NETWORK    0.52   1.12           0.24   0.17   0.57      0.02435129
 AH8435  -------------------------------------------------------------------
 AH8435  Click here for local accuracies and other accuracy information.
 AH8435
 AH8435.The horizontal coordinates were established by GPS observations
 AH8435.and adjusted by the National Geodetic Survey in June 2012.
 AH8435
 AH8435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8435.been affixed to the stable North American tectonic plate. See 
 AH8435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8435
 AH8435.The horizontal coordinates are valid at the epoch date displayed above
 AH8435.which is a decimal equivalence of Year/Month/Day.
 AH8435
 AH8435.The orthometric height was determined by differential leveling and
 AH8435.adjusted by the NATIONAL GEODETIC SURVEY
 AH8435.in March 2005.
 AH8435
 AH8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8435.GEOID18 height accuracy estimate available here.
 AH8435
 AH8435.Click photographs - Photos may exist for this station.
 AH8435
 AH8435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8435
 AH8435.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8435
 AH8435.The ellipsoidal height was determined by GPS observations
 AH8435.and is referenced to NAD 83.
 AH8435
 AH8435.The dynamic height is computed by dividing the NAVD 88
 AH8435.geopotential number by the normal gravity value computed on the
 AH8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8435.degrees latitude (g = 980.6199 gals.).
 AH8435
 AH8435.The modeled gravity was interpolated from observed gravity values.
 AH8435
 AH8435. The following values were computed from the NAD 83(2011) position.
 AH8435
 AH8435;                    North         East     Units Scale Factor Converg.
 AH8435;SPC MI S     -    59,341.219 3,894,934.272   MT  1.00001806   -0 51 48.2
 AH8435;SPC MI S     -   194,689.04 12,778,655.75   iFT  1.00001806   -0 51 48.2
 AH8435;UTM  16      - 4,653,685.295   612,969.210   MT  0.99975703   +0 54 49.3
 AH8435
 AH8435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8435!SPC MI S     -   0.99996470  x   1.00001806  =   0.99998276
 AH8435!UTM  16      -   0.99996470  x   0.99975703  =   0.99972174
 AH8435
 AH8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1296953685(NAD 83)
 AH8435
 AH8435                          SUPERSEDED SURVEY CONTROL
 AH8435
 AH8435  NAD 83(2007)-  42 01 37.54144(N)    085 38 07.30541(W) AD(2002.00) 1
 AH8435  ELLIP H (08/07/08)  225.057  (m)                       GP(2002.00) 4 1
 AH8435  NAVD 88             258.11   (m)          846.8    (f) LEVELING    3  
 AH8435
 AH8435.Superseded values are not recommended for survey control.
 AH8435
 AH8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8435.See file dsdata.pdf to determine how the superseded data were derived.
 AH8435
 AH8435_STAMPING: 78104 1980 2
 AH8435_MARK LOGO: MIDT
 AH8435_PROJECTION: FLUSH
 AH8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8435+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 AH8435
 AH8435  HISTORY     - Date     Condition        Report By
 AH8435  HISTORY     - 1980     MONUMENTED       MIDT
 AH8435  HISTORY     - 19930107 GOOD             NGS
 AH8435  HISTORY     - 20010528 GOOD             NGS
 AH8435  HISTORY     - 20050526 GOOD             MIDT
 AH8435  HISTORY     - 20191204 MARK NOT FOUND   MIDT
 AH8435
 AH8435                          STATION DESCRIPTION
 AH8435
 AH8435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8435'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8435'STATE HIGHWAY 60 IN THREE RIVERS, 47.2 M (154.9 FT) SOUTH OF THE
 AH8435'CENTER OF MARCELLUS ROAD, 19.8 M (65.0 FT) EAST OF THE CENTERLINE OF
 AH8435'THE MORTHBOUND LANES OF THE HIGHWAY, 12.1 M (39.7 FT) NORTH OF THE
 AH8435'SOUTHWEST END OF A FENCE, 7.3 M (24.0 FT) NORTHWEST OF TRIANGULATION
 AH8435'STATION 78104, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AH8435'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH8435
 AH8435                          STATION RECOVERY (2001)
 AH8435
 AH8435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8435'RECOVERED AS DESCRIBED.
 AH8435
 AH8435                          STATION RECOVERY (2005)
 AH8435
 AH8435'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 AH8435'STATION WAS RECOVERED AS DESCRIBED.
 AH8435
 AH8435                          STATION RECOVERY (2019)
 AH8435
 AH8435'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (EJS)
 AH8435'FOUND CONCRETE MONUMENT.  CAP WAS NO LONGER ON MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3092 ***********************************************************************
 AB3092  DESIGNATION -  78105
 AB3092  PID         -  AB3092
 AB3092  STATE/COUNTY-  MI/ST JOSEPH
 AB3092  COUNTRY     -  US
 AB3092  USGS QUAD   -  CONSTANTINE (2017)
 AB3092
 AB3092                         *CURRENT SURVEY CONTROL
 AB3092  ______________________________________________________________________
 AB3092* NAD 83(2011) POSITION- 41 47 50.18985(N) 085 39 41.76153(W)   ADJUSTED
 AB3092* NAD 83(2011) ELLIP HT-   215.603 (meters)        (06/27/12)   ADJUSTED
 AB3092* NAD 83(2011) EPOCH   -  2010.00
 AB3092* NAVD 88 ORTHO HEIGHT -   248.791 (meters)      816.24  (feet) ADJUSTED
 AB3092  ______________________________________________________________________
 AB3092  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 AB3092  NAD 83(2011) X  -    360,246.011 (meters)                     COMP
 AB3092  NAD 83(2011) Y  - -4,748,551.521 (meters)                     COMP
 AB3092  NAD 83(2011) Z  -  4,228,987.570 (meters)                     COMP
 AB3092  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 AB3092  DYNAMIC HEIGHT  -        248.702 (meters)      815.95  (feet) COMP
 AB3092  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 AB3092
 AB3092  VERT ORDER      -  FIRST     CLASS II
 AB3092
 AB3092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3092  Standards:
 AB3092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3092  -------------------------------------------------------------------
 AB3092  NETWORK    0.88   1.69           0.39   0.32   0.86     -0.08048988
 AB3092  -------------------------------------------------------------------
 AB3092  Click here for local accuracies and other accuracy information.
 AB3092
 AB3092.The horizontal coordinates were established by GPS observations
 AB3092.and adjusted by the National Geodetic Survey in June 2012.
 AB3092
 AB3092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3092.been affixed to the stable North American tectonic plate. See 
 AB3092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3092
 AB3092.The horizontal coordinates are valid at the epoch date displayed above
 AB3092.which is a decimal equivalence of Year/Month/Day.
 AB3092
 AB3092.The orthometric height was determined by differential leveling and
 AB3092.adjusted by the NATIONAL GEODETIC SURVEY
 AB3092.in March 2005.
 AB3092
 AB3092.No vertical observational check was made to the station.
 AB3092
 AB3092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3092.GEOID18 height accuracy estimate available here.
 AB3092
 AB3092.Click photographs - Photos may exist for this station.
 AB3092
 AB3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3092
 AB3092.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3092
 AB3092.The ellipsoidal height was determined by GPS observations
 AB3092.and is referenced to NAD 83.
 AB3092
 AB3092.The dynamic height is computed by dividing the NAVD 88
 AB3092.geopotential number by the normal gravity value computed on the
 AB3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3092.degrees latitude (g = 980.6199 gals.).
 AB3092
 AB3092.The modeled gravity was interpolated from observed gravity values.
 AB3092
 AB3092. The following values were computed from the NAD 83(2011) position.
 AB3092
 AB3092;                    North         East     Units Scale Factor Converg.
 AB3092;SPC MI S     -    33,849.578 3,892,368.953   MT  1.00008539   -0 52 52.5
 AB3092;SPC MI S     -   111,055.05 12,770,239.35   iFT  1.00008539   -0 52 52.5
 AB3092;UTM  16      - 4,628,133.979   611,195.337   MT  0.99975215   +0 53 31.7
 AB3092
 AB3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3092!SPC MI S     -   0.99996618  x   1.00008539  =   1.00005157
 AB3092!UTM  16      -   0.99996618  x   0.99975215  =   0.99971834
 AB3092
 AB3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1119528133(NAD 83)
 AB3092
 AB3092                          SUPERSEDED SURVEY CONTROL
 AB3092
 AB3092  NAD 83(2007)-  41 47 50.18994(N)    085 39 41.76245(W) AD(2002.00) 0
 AB3092  ELLIP H (02/10/07)  215.619  (m)                       GP(2002.00)    
 AB3092  ELLIP H (07/12/02)  215.633  (m)                       GP(       ) 4 1
 AB3092  NAD 83(1994)-  41 47 50.18961(N)    085 39 41.76247(W) AD(       ) 1
 AB3092  ELLIP H (05/08/96)  215.652  (m)                       GP(       ) 1 1
 AB3092  NAVD 88 (05/08/96)  248.8    (m)  GEOID93  model used  GPS OBS        
 AB3092
 AB3092.Superseded values are not recommended for survey control.
 AB3092
 AB3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3092.See file dsdata.pdf to determine how the superseded data were derived.
 AB3092
 AB3092_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3092_STAMPING: 78105 1980
 AB3092_MARK LOGO: MIDT
 AB3092_PROJECTION: FLUSH
 AB3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3092+STABILITY: SURFACE MOTION
 AB3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3092+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AB3092
 AB3092  HISTORY     - Date     Condition        Report By
 AB3092  HISTORY     - 1980     MONUMENTED       MIDT
 AB3092  HISTORY     - 19930106 GOOD             NGS
 AB3092  HISTORY     - 20010528 GOOD             NGS
 AB3092  HISTORY     - 20030512 GOOD             NGS
 AB3092  HISTORY     - 20250708 GOOD             MIDT
 AB3092
 AB3092                          STATION DESCRIPTION
 AB3092
 AB3092'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3092'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3092'QUADRANGLE MAP IN THE SOUTHWEST 1/4 OF SECTION 1, T-7-S, R-12-W,
 AB3092'MOTTVILLE TOWNSHIP.  ABOUT 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE
 AB3092'PIGEON, 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 13.0 MI (20.9 KM) WEST
 AB3092'OF STURGIS, AT THE WHITE PIGEON STATE POLICE POST.  STATION IS IN THE
 AB3092'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S.  HIGHWAY 12 AND U.S.
 AB3092'HIGHWAY 131, 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE PIGEON.
 AB3092'STATION IS 29.0 FT (8.8 M) SOUTHWEST FROM A UTILITY POLE, 14.5 FT (4.4
 AB3092'M) NORTH FROM THE BACK OF THE NORTH CURB OF U.S. HIGHWAY 12, 25.4 FT
 AB3092'(7.7 M) NORTHEAST FROM THE NORTHEAST CORNER OF A CATCH BASIN, 25.8 FT
 AB3092'(7.9 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF A BITUMINOUS PARKING
 AB3092'LOT AND 6.3 FT (1.9 M) SOUTHWEST FROM A METAL WITNESS POST AND SIGN.
 AB3092
 AB3092                          STATION RECOVERY (1993)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AB3092'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 81.7
 AB3092'M (268.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 40.8 M (133.9 FT)
 AB3092'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATE POLICE OFFICE, 26.6 M
 AB3092'(87.3 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 17.8 M (58.4 FT) EAST OF
 AB3092'THE CENTER OF A DRIVEWAY, 13.8 M (45.3 FT) SOUTHWEST OF REFERENCE MARK
 AB3092'1, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 12, 8.7 M (28.5
 AB3092'FT) WEST-SOUTHWEST OF OF UTILITY POLE NUMBER S535-2397, 1.8 M (5.9 FT)
 AB3092'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB3092'HIGHWAYS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB3092
 AB3092                          STATION RECOVERY (2001)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AB3092'RECOVERED IN GOOD CONDITION.  NOTE-- STATION IS ABOUT 6-INCHES BELOW
 AB3092'GROUND.
 AB3092
 AB3092                          STATION RECOVERY (2003)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3092'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 6 INCHES BELOW GROUND.
 AB3092
 AB3092                          STATION RECOVERY (2025)
 AB3092
 AB3092'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB3092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8477 ***********************************************************************
 AH8477  DESIGNATION -  78105 RM 1
 AH8477  PID         -  AH8477
 AH8477  STATE/COUNTY-  MI/ST JOSEPH
 AH8477  COUNTRY     -  US
 AH8477  USGS QUAD   -  CONSTANTINE (2017)
 AH8477
 AH8477                         *CURRENT SURVEY CONTROL
 AH8477  ______________________________________________________________________
 AH8477* NAD 83(2011) POSITION- 41 47 50.60464(N) 085 39 41.53632(W)   ADJUSTED
 AH8477* NAD 83(2011) ELLIP HT-   215.538 (meters)        (06/27/12)   ADJUSTED
 AH8477* NAD 83(2011) EPOCH   -  2010.00
 AH8477* NAVD 88 ORTHO HEIGHT -   248.783 (meters)      816.22  (feet) ADJUSTED
 AH8477  ______________________________________________________________________
 AH8477  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 AH8477  NAD 83(2011) X  -    360,250.547 (meters)                     COMP
 AH8477  NAD 83(2011) Y  - -4,748,542.574 (meters)                     COMP
 AH8477  NAD 83(2011) Z  -  4,228,997.067 (meters)                     COMP
 AH8477  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 AH8477  DYNAMIC HEIGHT  -        248.694 (meters)      815.92  (feet) COMP
 AH8477  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 AH8477
 AH8477  VERT ORDER      -  FIRST     CLASS II
 AH8477
 AH8477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8477  Standards:
 AH8477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8477  -------------------------------------------------------------------
 AH8477  NETWORK    1.04   2.25           0.49   0.32   1.15      0.14057211
 AH8477  -------------------------------------------------------------------
 AH8477  Click here for local accuracies and other accuracy information.
 AH8477
 AH8477.The horizontal coordinates were established by GPS observations
 AH8477.and adjusted by the National Geodetic Survey in June 2012.
 AH8477
 AH8477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8477.been affixed to the stable North American tectonic plate. See 
 AH8477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8477
 AH8477.The horizontal coordinates are valid at the epoch date displayed above
 AH8477.which is a decimal equivalence of Year/Month/Day.
 AH8477
 AH8477.The orthometric height was determined by differential leveling and
 AH8477.adjusted by the NATIONAL GEODETIC SURVEY
 AH8477.in March 2005.
 AH8477
 AH8477.No vertical observational check was made to the station.
 AH8477
 AH8477.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8477.GEOID18 height accuracy estimate available here.
 AH8477
 AH8477.Click photographs - Photos may exist for this station.
 AH8477
 AH8477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8477
 AH8477.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8477
 AH8477.The ellipsoidal height was determined by GPS observations
 AH8477.and is referenced to NAD 83.
 AH8477
 AH8477.The dynamic height is computed by dividing the NAVD 88
 AH8477.geopotential number by the normal gravity value computed on the
 AH8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8477.degrees latitude (g = 980.6199 gals.).
 AH8477
 AH8477.The modeled gravity was interpolated from observed gravity values.
 AH8477
 AH8477. The following values were computed from the NAD 83(2011) position.
 AH8477
 AH8477;                    North         East     Units Scale Factor Converg.
 AH8477;SPC MI S     -    33,862.295 3,892,374.349   MT  1.00008535   -0 52 52.3
 AH8477;SPC MI S     -   111,096.77 12,770,257.05   iFT  1.00008535   -0 52 52.3
 AH8477;UTM  16      - 4,628,146.853   611,200.335   MT  0.99975216   +0 53 31.8
 AH8477
 AH8477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8477!SPC MI S     -   0.99996619  x   1.00008535  =   1.00005154
 AH8477!UTM  16      -   0.99996619  x   0.99975216  =   0.99971836
 AH8477
 AH8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1120028146(NAD 83)
 AH8477
 AH8477                          SUPERSEDED SURVEY CONTROL
 AH8477
 AH8477  NAD 83(2007)-  41 47 50.60472(N)    085 39 41.53704(W) AD(2002.00) 1
 AH8477  ELLIP H (08/07/08)  215.541  (m)                       GP(2002.00) 4 1
 AH8477  NAVD 88             248.78   (m)          816.2    (f) LEVELING    3  
 AH8477
 AH8477.Superseded values are not recommended for survey control.
 AH8477
 AH8477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8477.See file dsdata.pdf to determine how the superseded data were derived.
 AH8477
 AH8477_MARKER: DV = VERTICAL CONTROL DISK
 AH8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8477_STAMPING: 78105 1980 1
 AH8477_MARK LOGO: MIDT
 AH8477_PROJECTION: FLUSH
 AH8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8477+STABILITY: SURFACE MOTION
 AH8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8477+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AH8477
 AH8477  HISTORY     - Date     Condition        Report By
 AH8477  HISTORY     - 1980     MONUMENTED       MIDT
 AH8477  HISTORY     - 19930106 GOOD             NGS
 AH8477  HISTORY     - 20010529 GOOD             NGS
 AH8477  HISTORY     - 20030512 GOOD             NGS
 AH8477  HISTORY     - 20050525 GOOD             MIDT
 AH8477  HISTORY     - 20250708 GOOD             MIDT
 AH8477
 AH8477                          STATION DESCRIPTION
 AH8477
 AH8477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8477'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 83.1
 AH8477'M (272.6 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 24.8 M (81.4 FT)
 AH8477'NORTH OF THE CENTERLINE OF HIGHWAY 12, 13.8 M (45.3 FT)
 AH8477'NORTH-NORTHEAST OF TRIANGULATION STATION 78105, 11.3 M (37.1 FT)
 AH8477'NORTH-NORTHWEST OF UTILITY PLE NUMBER S539-239, 3.3 M (10.8 FT)
 AH8477'SOUTHEAST OF THE SOUTHEAST EDGE OF A PAVED PARKING AREA, POLE 0.3 M
 AH8477'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAYS, AND THE MONUMENT IS FLUSH
 AH8477'WITH THE GROUND SURFACE.
 AH8477
 AH8477                          STATION RECOVERY (2001)
 AH8477
 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8477'RECOVERED AS DESCRIBED.
 AH8477
 AH8477                          STATION RECOVERY (2003)
 AH8477
 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AH8477'RECOVERED AS DESCRIBED.
 AH8477
 AH8477                          STATION RECOVERY (2005)
 AH8477
 AH8477'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 AH8477'STATION WAS RECOVERED AS DESCRIBED.
 AH8477
 AH8477                          STATION RECOVERY (2025)
 AH8477
 AH8477'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH8477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3090 ***********************************************************************
 AB3090  DESIGNATION -  78200
 AB3090  PID         -  AB3090
 AB3090  STATE/COUNTY-  MI/ST JOSEPH
 AB3090  COUNTRY     -  US
 AB3090  USGS QUAD   -  CONSTANTINE (2017)
 AB3090
 AB3090                         *CURRENT SURVEY CONTROL
 AB3090  ______________________________________________________________________
 AB3090* NAD 83(2011) POSITION- 41 45 56.21387(N) 085 40 20.13421(W)   ADJUSTED
 AB3090* NAD 83(2011) ELLIP HT-   213.547 (meters)        (06/27/12)   ADJUSTED
 AB3090* NAD 83(2011) EPOCH   -  2010.00
 AB3090* NAVD 88 ORTHO HEIGHT -   246.811 (meters)      809.75  (feet) ADJUSTED
 AB3090  ______________________________________________________________________
 AB3090  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 AB3090  NAD 83(2011) X  -    359,539.298 (meters)                     COMP
 AB3090  NAD 83(2011) Y  - -4,750,953.303 (meters)                     COMP
 AB3090  NAD 83(2011) Z  -  4,226,363.927 (meters)                     COMP
 AB3090  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 AB3090  DYNAMIC HEIGHT  -        246.721 (meters)      809.45  (feet) COMP
 AB3090  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 AB3090
 AB3090  VERT ORDER      -  FIRST     CLASS II
 AB3090
 AB3090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3090  Standards:
 AB3090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3090  -------------------------------------------------------------------
 AB3090  NETWORK    1.27   2.57           0.56   0.47   1.31     -0.13469526
 AB3090  -------------------------------------------------------------------
 AB3090  Click here for local accuracies and other accuracy information.
 AB3090
 AB3090.The horizontal coordinates were established by GPS observations
 AB3090.and adjusted by the National Geodetic Survey in June 2012.
 AB3090
 AB3090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3090.been affixed to the stable North American tectonic plate. See 
 AB3090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3090
 AB3090.The horizontal coordinates are valid at the epoch date displayed above
 AB3090.which is a decimal equivalence of Year/Month/Day.
 AB3090
 AB3090.The orthometric height was determined by differential leveling and
 AB3090.adjusted by the NATIONAL GEODETIC SURVEY
 AB3090.in March 2005.
 AB3090
 AB3090.No vertical observational check was made to the station.
 AB3090
 AB3090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3090.GEOID18 height accuracy estimate available here.
 AB3090
 AB3090.Click photographs - Photos may exist for this station.
 AB3090
 AB3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3090
 AB3090.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3090
 AB3090.The ellipsoidal height was determined by GPS observations
 AB3090.and is referenced to NAD 83.
 AB3090
 AB3090.The dynamic height is computed by dividing the NAVD 88
 AB3090.geopotential number by the normal gravity value computed on the
 AB3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3090.degrees latitude (g = 980.6199 gals.).
 AB3090
 AB3090.The modeled gravity was interpolated from observed gravity values.
 AB3090
 AB3090. The following values were computed from the NAD 83(2011) position.
 AB3090
 AB3090;                    North         East     Units Scale Factor Converg.
 AB3090;SPC MI S     -    30,346.920 3,891,428.540   MT  1.00009590   -0 53 18.6
 AB3090;SPC MI S     -    99,563.39 12,767,154.00   iFT  1.00009590   -0 53 18.6
 AB3090;UTM  16      - 4,624,605.098   610,364.038   MT  0.99974988   +0 53 04.1
 AB3090
 AB3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3090!SPC MI S     -   0.99996651  x   1.00009590  =   1.00006240
 AB3090!UTM  16      -   0.99996651  x   0.99974988  =   0.99971640
 AB3090
 AB3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1036424605(NAD 83)
 AB3090
 AB3090                          SUPERSEDED SURVEY CONTROL
 AB3090
 AB3090  NAD 83(2007)-  41 45 56.21396(N)    085 40 20.13513(W) AD(2002.00) 0
 AB3090  ELLIP H (02/10/07)  213.562  (m)                       GP(2002.00)    
 AB3090  ELLIP H (07/12/02)  213.575  (m)                       GP(       ) 4 1
 AB3090  NAD 83(1994)-  41 45 56.21362(N)    085 40 20.13515(W) AD(       ) 1
 AB3090  ELLIP H (05/08/96)  213.596  (m)                       GP(       ) 1 1
 AB3090  NAVD 88 (05/08/96)  246.7    (m)  GEOID93  model used  GPS OBS        
 AB3090
 AB3090.Superseded values are not recommended for survey control.
 AB3090
 AB3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3090.See file dsdata.pdf to determine how the superseded data were derived.
 AB3090
 AB3090_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3090_STAMPING: 78200 1994
 AB3090_MARK LOGO: MIDT
 AB3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3090+STABILITY: SURFACE MOTION
 AB3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3090+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2008
 AB3090
 AB3090  HISTORY     - Date     Condition        Report By
 AB3090  HISTORY     - 1994     MONUMENTED       MIDT
 AB3090  HISTORY     - 20010611 GOOD             MIDT
 AB3090  HISTORY     - 20080206 GOOD             ROWEIN
 AB3090
 AB3090                          STATION DESCRIPTION
 AB3090
 AB3090'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3090'STATION IS LOCATED IN QUAD 410850.  IT IS ON THE CONSTANTINE
 AB3090'QUADRANGLE MAP IN THE SOUTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W,
 AB3090'MOTTVILLE TOWNSHIP.  ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF WHITE PIGEON,
 AB3090'12.5 MI (20.1 KM) WEST OF STURGIS, 4.0 MI (6.4 KM) SOUTH OF
 AB3090'CONSTANTINE IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S.
 AB3090'HIGHWAY 131 AND ANDERSON ROAD.  TO REACH FROM THE INTERSECTION OF U.S.
 AB3090'HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF WHITE
 AB3090'PIGEON GO SOUTH ALONG U.S.  HIGHWAY 131 FOR 2.4 MI (3.9 KM) TO THE
 AB3090'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 82.4 FT (25.1 M)
 AB3090'NORTHEAST FROM A UTILITY POLE, 93.2 FT (28.4 M) NORTHEAST FROM A
 AB3090'UTILITY POLE, 61.6 FT (18.8 M) WEST FROM THE CENTER OF U.S.  HIGHWAY
 AB3090'131, 60.5 FT (18.4 M) WEST FROM A GAS PIPELINE MARKER, 17.8 FT (5.4 M)
 AB3090'SOUTHWEST FROM A UTILITY POLE AND 6.6 FT (2.0 M) WEST FROM A CARSONITE
 AB3090'WITNESS POST.
 AB3090
 AB3090                          STATION RECOVERY (2001)
 AB3090
 AB3090'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AB3090'RECOVERED AS DESCRIBED.
 AB3090
 AB3090                          STATION RECOVERY (2008)
 AB3090
 AB3090'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 AB3090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3091 ***********************************************************************
 AB3091  DESIGNATION -  78201
 AB3091  PID         -  AB3091
 AB3091  STATE/COUNTY-  MI/ST JOSEPH
 AB3091  COUNTRY     -  US
 AB3091  USGS QUAD   -  CONSTANTINE (2017)
 AB3091
 AB3091                         *CURRENT SURVEY CONTROL
 AB3091  ______________________________________________________________________
 AB3091* NAD 83(2011) POSITION- 41 46 37.67530(N) 085 39 46.05647(W)   ADJUSTED
 AB3091* NAD 83(2011) ELLIP HT-   214.452 (meters)        (06/27/12)   ADJUSTED
 AB3091* NAD 83(2011) EPOCH   -  2010.00
 AB3091* NAVD 88 ORTHO HEIGHT -   247.702 (meters)      812.67  (feet) ADJUSTED
 AB3091  ______________________________________________________________________
 AB3091  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 AB3091  NAD 83(2011) X  -    360,259.820 (meters)                     COMP
 AB3091  NAD 83(2011) Y  - -4,750,044.779 (meters)                     COMP
 AB3091  NAD 83(2011) Z  -  4,227,318.591 (meters)                     COMP
 AB3091  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 AB3091  DYNAMIC HEIGHT  -        247.612 (meters)      812.37  (feet) COMP
 AB3091  MODELED GRAVITY -    980,255.2   (mgal)                       NAVD 88
 AB3091
 AB3091  VERT ORDER      -  FIRST     CLASS II
 AB3091
 AB3091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3091  Standards:
 AB3091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3091  -------------------------------------------------------------------
 AB3091  NETWORK    1.12   2.06           0.52   0.37   1.05     -0.11018730
 AB3091  -------------------------------------------------------------------
 AB3091  Click here for local accuracies and other accuracy information.
 AB3091
 AB3091.The horizontal coordinates were established by GPS observations
 AB3091.and adjusted by the National Geodetic Survey in June 2012.
 AB3091
 AB3091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3091.been affixed to the stable North American tectonic plate. See 
 AB3091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3091
 AB3091.The horizontal coordinates are valid at the epoch date displayed above
 AB3091.which is a decimal equivalence of Year/Month/Day.
 AB3091
 AB3091.The orthometric height was determined by differential leveling and
 AB3091.adjusted by the NATIONAL GEODETIC SURVEY
 AB3091.in March 2005.
 AB3091
 AB3091.No vertical observational check was made to the station.
 AB3091
 AB3091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3091.GEOID18 height accuracy estimate available here.
 AB3091
 AB3091.Click photographs - Photos may exist for this station.
 AB3091
 AB3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3091
 AB3091.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3091
 AB3091.The ellipsoidal height was determined by GPS observations
 AB3091.and is referenced to NAD 83.
 AB3091
 AB3091.The dynamic height is computed by dividing the NAVD 88
 AB3091.geopotential number by the normal gravity value computed on the
 AB3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3091.degrees latitude (g = 980.6199 gals.).
 AB3091
 AB3091.The modeled gravity was interpolated from observed gravity values.
 AB3091
 AB3091. The following values were computed from the NAD 83(2011) position.
 AB3091
 AB3091;                    North         East     Units Scale Factor Converg.
 AB3091;SPC MI S     -    31,613.912 3,892,235.355   MT  1.00009204   -0 52 55.4
 AB3091;SPC MI S     -   103,720.18 12,769,801.03   iFT  1.00009204   -0 52 55.4
 AB3091;UTM  16      - 4,625,896.004   611,131.004   MT  0.99975197   +0 53 27.5
 AB3091
 AB3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3091!SPC MI S     -   0.99996637  x   1.00009204  =   1.00005840
 AB3091!UTM  16      -   0.99996637  x   0.99975197  =   0.99971834
 AB3091
 AB3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1113125896(NAD 83)
 AB3091
 AB3091                          SUPERSEDED SURVEY CONTROL
 AB3091
 AB3091  NAD 83(2007)-  41 46 37.67539(N)    085 39 46.05738(W) AD(2002.00) 0
 AB3091  ELLIP H (02/10/07)  214.468  (m)                       GP(2002.00)    
 AB3091  ELLIP H (07/12/02)  214.482  (m)                       GP(       ) 4 1
 AB3091  NAD 83(1994)-  41 46 37.67507(N)    085 39 46.05739(W) AD(       ) 1
 AB3091  ELLIP H (05/08/96)  214.503  (m)                       GP(       ) 1 1
 AB3091  NAVD 88 (05/08/96)  247.6    (m)  GEOID93  model used  GPS OBS        
 AB3091
 AB3091.Superseded values are not recommended for survey control.
 AB3091
 AB3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3091.See file dsdata.pdf to determine how the superseded data were derived.
 AB3091
 AB3091_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3091_STAMPING: 78201 1994
 AB3091_MARK LOGO: MIDT
 AB3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3091+STABILITY: SURFACE MOTION
 AB3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3091+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2009
 AB3091
 AB3091  HISTORY     - Date     Condition        Report By
 AB3091  HISTORY     - 1994     MONUMENTED       MIDT
 AB3091  HISTORY     - 20010528 GOOD             NGS
 AB3091  HISTORY     - 20030512 GOOD             NGS
 AB3091  HISTORY     - 20080206 GOOD             ROWEIN
 AB3091  HISTORY     - 20090923 GOOD             JCLS
 AB3091
 AB3091                          STATION DESCRIPTION
 AB3091
 AB3091'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3091'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3091'QUADRANGLE MAP IN THE NORTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W,
 AB3091'MOTTVILLE TOWNSHIP.  ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF WHITE PIGEON,
 AB3091'12 MI (19.3 KM) WEST OF STURGIS, 3.2 MI (5.1 KM) SOUTH OF CONSTANTINE
 AB3091'AND ON THE WEST SIDE OF U.S.  HIGHWAY 131.  TO REACH FROM THE
 AB3091'INTERSECTION OF U.S.  HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI
 AB3091'(1.6 KM) WEST OF WHITE PIGEON GO SOUTH ALONG U.S.  HIGHWAY 131 FOR 1.4
 AB3091'MI (2.3 KM) TO STATION ON THE RIGHT AS DESCRIBED.  STATION IS 108.5 FT
 AB3091'(33.1 M) SOUTH FROM A UTILITY POLE, 129.0 FT (39.3 M) NORTH FROM A
 AB3091'UTILITY POLE, 64.7 FT (19.7 M) SOUTH FROM A STEEL POST LABELED (GTE) ,
 AB3091'49.6 FT (15.1 M) WEST FROM THE CENTER OF U.S.  HIGHWAY 131, 42.3 FT
 AB3091'(12.9 M) NORTHWEST FROM A STEEL SIGN POST AND 2.3 FT (0.7 M) EAST FROM
 AB3091'A CARSONITE WITNESS POST.
 AB3091
 AB3091                          STATION RECOVERY (2001)
 AB3091
 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AB3091'RECOVERED AS DESCRIBED.
 AB3091
 AB3091                          STATION RECOVERY (2003)
 AB3091
 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3091'RECOVERED AS DESCRIBED.
 AB3091
 AB3091                          STATION RECOVERY (2008)
 AB3091
 AB3091'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 AB3091'RECOVERED IN GOOD CONDITION.
 AB3091
 AB3091                          STATION RECOVERY (2009)
 AB3091
 AB3091'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 AB3091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3093 ***********************************************************************
 AB3093  DESIGNATION -  78202
 AB3093  PID         -  AB3093
 AB3093  STATE/COUNTY-  MI/ST JOSEPH
 AB3093  COUNTRY     -  US
 AB3093  USGS QUAD   -  CONSTANTINE (2017)
 AB3093
 AB3093                         *CURRENT SURVEY CONTROL
 AB3093  ______________________________________________________________________
 AB3093* NAD 83(2011) POSITION- 41 47 52.29852(N) 085 38 49.97702(W)   ADJUSTED
 AB3093* NAD 83(2011) ELLIP HT-   214.946 (meters)        (06/27/12)   ADJUSTED
 AB3093* NAD 83(2011) EPOCH   -  2010.00
 AB3093* NAVD 88 ORTHO HEIGHT -   248.166 (meters)      814.19  (feet) ADJUSTED
 AB3093  ______________________________________________________________________
 AB3093  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 AB3093  NAD 83(2011) X  -    361,434.835 (meters)                     COMP
 AB3093  NAD 83(2011) Y  - -4,748,417.203 (meters)                     COMP
 AB3093  NAD 83(2011) Z  -  4,229,035.634 (meters)                     COMP
 AB3093  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 AB3093  DYNAMIC HEIGHT  -        248.077 (meters)      813.90  (feet) COMP
 AB3093  MODELED GRAVITY -    980,257.2   (mgal)                       NAVD 88
 AB3093
 AB3093  VERT ORDER      -  FIRST     CLASS II
 AB3093
 AB3093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3093  Standards:
 AB3093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3093  -------------------------------------------------------------------
 AB3093  NETWORK    0.62   1.23           0.27   0.23   0.63     -0.06394646
 AB3093  -------------------------------------------------------------------
 AB3093  Click here for local accuracies and other accuracy information.
 AB3093
 AB3093.The horizontal coordinates were established by GPS observations
 AB3093.and adjusted by the National Geodetic Survey in June 2012.
 AB3093
 AB3093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3093.been affixed to the stable North American tectonic plate. See 
 AB3093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3093
 AB3093.The horizontal coordinates are valid at the epoch date displayed above
 AB3093.which is a decimal equivalence of Year/Month/Day.
 AB3093
 AB3093.The orthometric height was determined by differential leveling and
 AB3093.adjusted by the NATIONAL GEODETIC SURVEY
 AB3093.in March 2005.
 AB3093
 AB3093.No vertical observational check was made to the station.
 AB3093
 AB3093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3093.GEOID18 height accuracy estimate available here.
 AB3093
 AB3093.Click photographs - Photos may exist for this station.
 AB3093
 AB3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3093
 AB3093.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3093
 AB3093.The ellipsoidal height was determined by GPS observations
 AB3093.and is referenced to NAD 83.
 AB3093
 AB3093.The dynamic height is computed by dividing the NAVD 88
 AB3093.geopotential number by the normal gravity value computed on the
 AB3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3093.degrees latitude (g = 980.6199 gals.).
 AB3093
 AB3093.The modeled gravity was interpolated from observed gravity values.
 AB3093
 AB3093. The following values were computed from the NAD 83(2011) position.
 AB3093
 AB3093;                    North         East     Units Scale Factor Converg.
 AB3093;SPC MI S     -    33,896.347 3,893,565.454   MT  1.00008520   -0 52 17.2
 AB3093;SPC MI S     -   111,208.49 12,774,164.88   iFT  1.00008520   -0 52 17.2
 AB3093;UTM  16      - 4,628,217.724   612,389.422   MT  0.99975543   +0 54 06.2
 AB3093
 AB3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3093!SPC MI S     -   0.99996629  x   1.00008520  =   1.00005148
 AB3093!UTM  16      -   0.99996629  x   0.99975543  =   0.99972173
 AB3093
 AB3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1238928217(NAD 83)
 AB3093
 AB3093                          SUPERSEDED SURVEY CONTROL
 AB3093
 AB3093  NAD 83(2007)-  41 47 52.29860(N)    085 38 49.97793(W) AD(2002.00) 0
 AB3093  ELLIP H (02/10/07)  214.962  (m)                       GP(2002.00)    
 AB3093  ELLIP H (07/12/02)  214.974  (m)                       GP(       ) 4 1
 AB3093  NAD 83(1994)-  41 47 52.29826(N)    085 38 49.97796(W) AD(       ) 1
 AB3093  ELLIP H (05/08/96)  214.993  (m)                       GP(       ) 1 1
 AB3093  NAVD 88 (05/08/96)  248.1    (m)  GEOID93  model used  GPS OBS        
 AB3093
 AB3093.Superseded values are not recommended for survey control.
 AB3093
 AB3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3093.See file dsdata.pdf to determine how the superseded data were derived.
 AB3093
 AB3093_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3093_STAMPING: 78202 1994
 AB3093_MARK LOGO: MIDT
 AB3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3093+STABILITY: SURFACE MOTION
 AB3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3093+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2011
 AB3093
 AB3093  HISTORY     - Date     Condition        Report By
 AB3093  HISTORY     - 1994     MONUMENTED       MIDT
 AB3093  HISTORY     - 20020322 GOOD             WOOLPT
 AB3093  HISTORY     - 20030512 GOOD             NGS
 AB3093  HISTORY     - 20111024 GOOD             MI-149
 AB3093
 AB3093                          STATION DESCRIPTION
 AB3093
 AB3093'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3093'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3093'QUADRANGLE MAP IN THE SOUTHEAST QUARTER OF SECTION 1, T-8-S, R-12-W,
 AB3093'MOTTVILLE TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 11.2
 AB3093'MI (18.0 KM) WEST OF STURGIS, 5.0 MI (8.0 KM) EAST OF MOTTVILLE ON THE
 AB3093'SOUTH SIDE OF U.S.  HIGHWAY 12.  TO REACH FROM THE INTERSECTION OF
 AB3093'U.S.  HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF
 AB3093'WHITE PIGEON, GO EAST ALONG U.S.  HIGHWAY 12 FOR 0.8 MI (1.3 KM) TO
 AB3093'THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS APPROXIMATELY 30.3
 AB3093'FT (9.2 M) SOUTH FROM THE CENTER OF U.S.  HIGHWAY 12, 83.0 FT (25.3 M)
 AB3093'NORTHEAST FROM A 28-INCH HICKORY TREE, 12.4 FT (3.8 M) NORTH FROM THE
 AB3093'NORTH EDGE OF AN EAST AND WEST SIDEWALK, 40.6 FT (12.4 M) NORTH FROM A
 AB3093'WOOD SIGN POST, 50.7 FT (15.5 M) WEST FROM A STEEL SIGN POST, 80.0 FT
 AB3093'(24.4 M) WEST FROM THE CENTER OF STATE STREET AND 74.2 FT (22.6 M)
 AB3093'EAST FROM A CARSONITE WITNESS POST.
 AB3093
 AB3093                          STATION RECOVERY (2002)
 AB3093
 AB3093'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (RMC)
 AB3093'RECOVERED IN GOOD CONDITION.
 AB3093
 AB3093                          STATION RECOVERY (2003)
 AB3093
 AB3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3093'RECOVERED AS DESCRIBED.
 AB3093
 AB3093                          STATION RECOVERY (2011)
 AB3093
 AB3093'RECOVERY NOTE BY ST JOSEPH COUNTY MI 2011 (DWM)
 AB3093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3095 ***********************************************************************
 AB3095  DESIGNATION -  78203
 AB3095  PID         -  AB3095
 AB3095  STATE/COUNTY-  MI/ST JOSEPH
 AB3095  COUNTRY     -  US
 AB3095  USGS QUAD   -  STURGIS (2017)
 AB3095
 AB3095                         *CURRENT SURVEY CONTROL
 AB3095  ______________________________________________________________________
 AB3095* NAD 83(2011) POSITION- 41 48 22.47229(N) 085 26 51.64191(W)   ADJUSTED
 AB3095* NAD 83(2011) ELLIP HT-   243.005 (meters)        (06/27/12)   ADJUSTED
 AB3095* NAD 83(2011) EPOCH   -  2010.00
 AB3095* NAVD 88 ORTHO HEIGHT -   276.2   (meters)      906.    (feet) GPS OBS
 AB3095  ______________________________________________________________________
 AB3095  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3095  GEOID HEIGHT    -        -33.104 (meters)                     GEOID93
 AB3095  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 AB3095  NAD 83(2011) X  -    377,921.793 (meters)                     COMP
 AB3095  NAD 83(2011) Y  - -4,746,531.941 (meters)                     COMP
 AB3095  NAD 83(2011) Z  -  4,229,748.334 (meters)                     COMP
 AB3095  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 AB3095
 AB3095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3095  Standards:
 AB3095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3095  -------------------------------------------------------------------
 AB3095  NETWORK    0.80   1.53           0.35   0.30   0.78     -0.11044880
 AB3095  -------------------------------------------------------------------
 AB3095  Click here for local accuracies and other accuracy information.
 AB3095
 AB3095.The horizontal coordinates were established by GPS observations
 AB3095.and adjusted by the National Geodetic Survey in June 2012.
 AB3095
 AB3095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3095.been affixed to the stable North American tectonic plate. See 
 AB3095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3095
 AB3095.The horizontal coordinates are valid at the epoch date displayed above
 AB3095.which is a decimal equivalence of Year/Month/Day.
 AB3095
 AB3095.The orthometric height was determined by GPS observations and a
 AB3095.high-resolution geoid model.
 AB3095
 AB3095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3095.GEOID18 height accuracy estimate available here.
 AB3095
 AB3095.Click photographs - Photos may exist for this station.
 AB3095
 AB3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3095
 AB3095.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3095
 AB3095.The ellipsoidal height was determined by GPS observations
 AB3095.and is referenced to NAD 83.
 AB3095
 AB3095. The following values were computed from the NAD 83(2011) position.
 AB3095
 AB3095;                    North         East     Units Scale Factor Converg.
 AB3095;SPC MI S     -    34,594.690 3,910,161.239   MT  1.00008247   -0 44 08.4
 AB3095;SPC MI S     -   113,499.64 12,828,612.99   iFT  1.00008247   -0 44 08.4
 AB3095;UTM  16      - 4,629,428.511   628,950.637   MT  0.99980462   +1 02 05.8
 AB3095
 AB3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3095!SPC MI S     -   0.99996189  x   1.00008247  =   1.00004435
 AB3095!UTM  16      -   0.99996189  x   0.99980462  =   0.99976651
 AB3095
 AB3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2895029428(NAD 83)
 AB3095
 AB3095                          SUPERSEDED SURVEY CONTROL
 AB3095
 AB3095  NAD 83(2007)-  41 48 22.47238(N)    085 26 51.64283(W) AD(2002.00) 0
 AB3095  ELLIP H (02/10/07)  243.021  (m)                       GP(2002.00)    
 AB3095  ELLIP H (07/12/02)  243.035  (m)                       GP(       ) 4 1
 AB3095  NAD 83(1994)-  41 48 22.47203(N)    085 26 51.64285(W) AD(       ) 1
 AB3095  ELLIP H (05/08/96)  243.055  (m)                       GP(       ) 1 1
 AB3095
 AB3095.Superseded values are not recommended for survey control.
 AB3095
 AB3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3095.See file dsdata.pdf to determine how the superseded data were derived.
 AB3095
 AB3095_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3095_STAMPING: 78203 1994
 AB3095_MARK LOGO: MIDT
 AB3095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3095+STABILITY: SURFACE MOTION
 AB3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3095+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3095
 AB3095  HISTORY     - Date     Condition        Report By
 AB3095  HISTORY     - 1994     MONUMENTED       MIDT
 AB3095
 AB3095                          STATION DESCRIPTION
 AB3095
 AB3095'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3095'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3095'MAP IN THE NORTHWEST 1/4 OF SECTION 2, T-8-S, R-10-W, IN THE CITY OF
 AB3095'STURGIS.  ABOUT 11.0 MI (17.7 KM) EAST OF WHITE PIGEON, 9.0 MI (14.5
 AB3095'KM) SOUTHEAST OF CENTREVILLE, 11.5 MI (18.5 KM) SOUTHWEST OF COLON ON
 AB3095'THE EAST SIDE OF WHITE SCHOOL ROAD.  TO REACH FROM THE INTERSECTION OF
 AB3095'U.S.  HIGHWAY 12 AND STATE HIGHWAY M-66 IN THE CITY OF STURGIS GO WEST
 AB3095'ALONG U.S.  HIGHWAY 12 FOR 1.5 MI (2.4 KM) TO WHITE SCHOOL ROAD.  TURN
 AB3095'RIGHT AND GO NORTH ON WHITE SCHOOL ROAD FOR 0.7 MI (1.1 KM) TO STATION
 AB3095'ON THE RIGHT ON THE EAST SIDE OF THE ROAD AS DESCRIBED.  STATION IS
 AB3095'28.2 FT (8.6 M) EAST FROM THE CENTER OF WHITE SCHOOL ROAD, 59.1 FT
 AB3095'(18.0 M) SOUTH FROM A UTILITY POLE, 66.0 FT (20.1 M) EAST FROM A
 AB3095'20-INCH OAK TREE, 4.0 FT (1.2 M) WEST FROM A NORTH AND SOUTH FENCE,
 AB3095'AND 1.8 FT (0.5 M) WEST FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3096 ***********************************************************************
 AB3096  DESIGNATION -  78204
 AB3096  PID         -  AB3096
 AB3096  STATE/COUNTY-  MI/ST JOSEPH
 AB3096  COUNTRY     -  US
 AB3096  USGS QUAD   -  STURGIS (2017)
 AB3096
 AB3096                         *CURRENT SURVEY CONTROL
 AB3096  ______________________________________________________________________
 AB3096* NAD 83(2011) POSITION- 41 49 03.28660(N) 085 25 42.93019(W)   ADJUSTED
 AB3096* NAD 83(2011) ELLIP HT-   249.587 (meters)        (06/27/12)   ADJUSTED
 AB3096* NAD 83(2011) EPOCH   -  2010.00
 AB3096* NAVD 88 ORTHO HEIGHT -   282.7   (meters)      927.    (feet) GPS OBS
 AB3096  ______________________________________________________________________
 AB3096  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3096  GEOID HEIGHT    -        -33.101 (meters)                     GEOID93
 AB3096  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 AB3096  NAD 83(2011) X  -    379,436.433 (meters)                     COMP
 AB3096  NAD 83(2011) Y  - -4,745,573.798 (meters)                     COMP
 AB3096  NAD 83(2011) Z  -  4,230,691.310 (meters)                     COMP
 AB3096  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AB3096
 AB3096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3096  Standards:
 AB3096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3096  -------------------------------------------------------------------
 AB3096  NETWORK    1.03   1.98           0.46   0.37   1.01     -0.08910762
 AB3096  -------------------------------------------------------------------
 AB3096  Click here for local accuracies and other accuracy information.
 AB3096
 AB3096.The horizontal coordinates were established by GPS observations
 AB3096.and adjusted by the National Geodetic Survey in June 2012.
 AB3096
 AB3096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3096.been affixed to the stable North American tectonic plate. See 
 AB3096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3096
 AB3096.The horizontal coordinates are valid at the epoch date displayed above
 AB3096.which is a decimal equivalence of Year/Month/Day.
 AB3096
 AB3096.The orthometric height was determined by GPS observations and a
 AB3096.high-resolution geoid model.
 AB3096
 AB3096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3096.GEOID18 height accuracy estimate available here.
 AB3096
 AB3096.Click photographs - Photos may exist for this station.
 AB3096
 AB3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3096
 AB3096.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3096
 AB3096.The ellipsoidal height was determined by GPS observations
 AB3096.and is referenced to NAD 83.
 AB3096
 AB3096. The following values were computed from the NAD 83(2011) position.
 AB3096
 AB3096;                    North         East     Units Scale Factor Converg.
 AB3096;SPC MI S     -    35,833.735 3,911,763.252   MT  1.00007881   -0 43 21.6
 AB3096;SPC MI S     -   117,564.75 12,833,868.94   iFT  1.00007881   -0 43 21.6
 AB3096;UTM  16      - 4,630,716.111   630,513.173   MT  0.99980961   +1 02 52.4
 AB3096
 AB3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3096!SPC MI S     -   0.99996086  x   1.00007881  =   1.00003966
 AB3096!UTM  16      -   0.99996086  x   0.99980961  =   0.99977047
 AB3096
 AB3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3051330716(NAD 83)
 AB3096
 AB3096                          SUPERSEDED SURVEY CONTROL
 AB3096
 AB3096  NAD 83(2007)-  41 49 03.28669(N)    085 25 42.93111(W) AD(2002.00) 0
 AB3096  ELLIP H (02/10/07)  249.604  (m)                       GP(2002.00)    
 AB3096  ELLIP H (07/12/02)  249.620  (m)                       GP(       ) 4 1
 AB3096  NAD 83(1994)-  41 49 03.28635(N)    085 25 42.93111(W) AD(       ) 1
 AB3096  ELLIP H (05/08/96)  249.641  (m)                       GP(       ) 1 1
 AB3096
 AB3096.Superseded values are not recommended for survey control.
 AB3096
 AB3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3096.See file dsdata.pdf to determine how the superseded data were derived.
 AB3096
 AB3096_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3096_STAMPING: 78204 1994
 AB3096_MARK LOGO: MIDT
 AB3096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3096+STABILITY: SURFACE MOTION
 AB3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3096+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3096
 AB3096  HISTORY     - Date     Condition        Report By
 AB3096  HISTORY     - 1994     MONUMENTED       MIDT
 AB3096
 AB3096                          STATION DESCRIPTION
 AB3096
 AB3096'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3096'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3096'MAP IN THE SOUTHEAST 1/4 OF SECTION 35, T-7-S, R-10-W, SHERMAN
 AB3096'TOWNSHIP.  ABOUT 12.0 MI (19.3 KM) NORTHEAST OF WHITE PIGEON, 5.5 MI
 AB3096'(8.9 KM) SOUTHWEST OF BURR OAK, 7.5 MI (12.1 KM) SOUTHEAST OF
 AB3096'CENTREVILLE ON THE WEST SIDE OF CENTREVILLE ROAD IN THE CITY OF
 AB3096'STURGIS.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 12 AND STATE
 AB3096'HIGHWAY M-66 NORTHBOUND IN THE CITY OF STURGIS GO WEST ALONG U.S.
 AB3096'HIGHWAY 12 FOR 0.5 MI (0.8 KM) TO CENTREVILLE ROAD.  TURN RIGHT AND GO
 AB3096'NORTH ALONG CENTREVILLE ROAD FOR 1.3 MI (2.1 KM) TO STATION ON THE
 AB3096'LEFT AS DESCRIBED.  STATION IS APPROXIMATELY 40.2 FT (12.3 M) WEST
 AB3096'FROM THE CENTER OF CENTREVILLE ROAD.  STATION IS 55.3 FT (16.9 M)
 AB3096'NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE BASE OF A HIGH
 AB3096'VOLTAGE ELECTRICAL BOX, 12 FT (3.7 M) NORTH OF THE CENTER OF A 12 FT
 AB3096'(3.7 M) DIRT DRIVE TO THE WEST, 135.3 FT (41.2 M) SOUTHWEST FROM A
 AB3096'FIRE HYDRANT, 58.6 FT (17.9 M) SOUTHWEST OF A MONUMENT BOX AT THE
 AB3096'CENTER OF NORTH CENTREVILLE ROAD AND 1.9 FT (0.6 M) EAST FROM A
 AB3096'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3097 ***********************************************************************
 AB3097  DESIGNATION -  78205
 AB3097  PID         -  AB3097
 AB3097  STATE/COUNTY-  MI/ST JOSEPH
 AB3097  COUNTRY     -  US
 AB3097  USGS QUAD   -  NOTTAWA (2017)
 AB3097
 AB3097                         *CURRENT SURVEY CONTROL
 AB3097  ______________________________________________________________________
 AB3097* NAD 83(2011) POSITION- 41 53 05.35442(N) 085 24 34.95402(W)   ADJUSTED
 AB3097* NAD 83(2011) ELLIP HT-   232.426 (meters)        (06/27/12)   ADJUSTED
 AB3097* NAD 83(2011) EPOCH   -  2010.00
 AB3097* NAVD 88 ORTHO HEIGHT -   265.6   (meters)      871.    (feet) GPS OBS
 AB3097  ______________________________________________________________________
 AB3097  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3097  GEOID HEIGHT    -        -33.071 (meters)                     GEOID93
 AB3097  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 AB3097  NAD 83(2011) X  -    380,600.528 (meters)                     COMP
 AB3097  NAD 83(2011) Y  - -4,740,468.583 (meters)                     COMP
 AB3097  NAD 83(2011) Z  -  4,236,243.201 (meters)                     COMP
 AB3097  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AB3097
 AB3097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3097  Standards:
 AB3097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3097  -------------------------------------------------------------------
 AB3097  NETWORK    0.84   1.65           0.38   0.30   0.84     -0.08920846
 AB3097  -------------------------------------------------------------------
 AB3097  Click here for local accuracies and other accuracy information.
 AB3097
 AB3097.The horizontal coordinates were established by GPS observations
 AB3097.and adjusted by the National Geodetic Survey in June 2012.
 AB3097
 AB3097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3097.been affixed to the stable North American tectonic plate. See 
 AB3097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3097
 AB3097.The horizontal coordinates are valid at the epoch date displayed above
 AB3097.which is a decimal equivalence of Year/Month/Day.
 AB3097
 AB3097.The orthometric height was determined by GPS observations and a
 AB3097.high-resolution geoid model.
 AB3097
 AB3097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3097.GEOID18 height accuracy estimate available here.
 AB3097
 AB3097.Click photographs - Photos may exist for this station.
 AB3097
 AB3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3097
 AB3097.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3097
 AB3097.The ellipsoidal height was determined by GPS observations
 AB3097.and is referenced to NAD 83.
 AB3097
 AB3097. The following values were computed from the NAD 83(2011) position.
 AB3097
 AB3097;                    North         East     Units Scale Factor Converg.
 AB3097;SPC MI S     -    43,282.550 3,913,424.652   MT  1.00005788   -0 42 35.4
 AB3097;SPC MI S     -   142,003.12 12,839,319.72   iFT  1.00005788   -0 42 35.4
 AB3097;UTM  16      - 4,638,210.795   631,943.191   MT  0.99981422   +1 03 42.8
 AB3097
 AB3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3097!SPC MI S     -   0.99996355  x   1.00005788  =   1.00002142
 AB3097!UTM  16      -   0.99996355  x   0.99981422  =   0.99977777
 AB3097
 AB3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3194338210(NAD 83)
 AB3097
 AB3097                          SUPERSEDED SURVEY CONTROL
 AB3097
 AB3097  NAD 83(2007)-  41 53 05.35452(N)    085 24 34.95495(W) AD(2002.00) 0
 AB3097  ELLIP H (02/10/07)  232.443  (m)                       GP(2002.00)    
 AB3097  ELLIP H (07/12/02)  232.461  (m)                       GP(       ) 4 1
 AB3097  NAD 83(1994)-  41 53 05.35421(N)    085 24 34.95495(W) AD(       ) 1
 AB3097  ELLIP H (05/08/96)  232.485  (m)                       GP(       ) 1 1
 AB3097
 AB3097.Superseded values are not recommended for survey control.
 AB3097
 AB3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3097.See file dsdata.pdf to determine how the superseded data were derived.
 AB3097
 AB3097_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3097_STAMPING: 78205 1994
 AB3097_MARK LOGO: MIDT
 AB3097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3097+STABILITY: SURFACE MOTION
 AB3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3097+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3097
 AB3097  HISTORY     - Date     Condition        Report By
 AB3097  HISTORY     - 1994     MONUMENTED       MIDT
 AB3097  HISTORY     - 20210609 MARK NOT FOUND   MIDT
 AB3097
 AB3097                          STATION DESCRIPTION
 AB3097
 AB3097'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3097'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3097'MAP IN THE NORTHEAST 1/4 OF SECTION 1, T-7-S, R-10-W, NOTTAWA
 AB3097'TOWNSHIP.  ABOUT 6.1 MI (9.8 KM) NORTH OF STURGIS, 3.0 MI (4.8 KM)
 AB3097'SOUTHEAST OF NOTTAWA, 6.5 MI (10.5 KM) SOUTHEAST OF CENTREVILLE ON THE
 AB3097'WEST SIDE OF STATE HIGHWAY M-66.  TO REACH FROM THE INTERSECTION OF
 AB3097'U.S.  HIGHWAY 12 AND STATE HIGHWAY M-66 NORTHBOUND IN THE CITY OF
 AB3097'STURGIS GO NORTH ALONG STATE HIGHWAY M-66 6.1 MI (9.8 KM) TO STATION
 AB3097'ON THE LEFT AS DESCRIBED.  STATION IS 25.7 FT (7.8 M) WEST FROM THE
 AB3097'CENTER OF STATE HIGHWAY M-66, 72.0 FT (21.9 M) SOUTHEAST FROM A
 AB3097'UTILITY POLE, 22.0 FT (6.7 M) EAST FROM A NORTH-SOUTH FENCE, 51.4 FT
 AB3097'(15.7 M) NORTHEAST FROM A NORTH GATE POST, 3.0 FT (0.9 M) EAST FROM A
 AB3097'CARSONITE WITNESS POST.
 AB3097
 AB3097                          STATION RECOVERY (2021)
 AB3097
 AB3097'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 AB3097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3098 ***********************************************************************
 AB3098  DESIGNATION -  78206
 AB3098  PID         -  AB3098
 AB3098  STATE/COUNTY-  MI/ST JOSEPH
 AB3098  COUNTRY     -  US
 AB3098  USGS QUAD   -  NOTTAWA (2017)
 AB3098
 AB3098                         *CURRENT SURVEY CONTROL
 AB3098  ______________________________________________________________________
 AB3098* NAD 83(2011) POSITION- 41 54 07.74796(N) 085 24 34.40917(W)   ADJUSTED
 AB3098* NAD 83(2011) ELLIP HT-   226.313 (meters)        (06/27/12)   ADJUSTED
 AB3098* NAD 83(2011) EPOCH   -  2010.00
 AB3098* NAVD 88 ORTHO HEIGHT -   259.4   (meters)      851.    (feet) GPS OBS
 AB3098  ______________________________________________________________________
 AB3098  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3098  GEOID HEIGHT    -        -33.062 (meters)                     GEOID93
 AB3098  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 AB3098  NAD 83(2011) X  -    380,509.805 (meters)                     COMP
 AB3098  NAD 83(2011) Y  - -4,739,181.680 (meters)                     COMP
 AB3098  NAD 83(2011) Z  -  4,237,672.142 (meters)                     COMP
 AB3098  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 AB3098
 AB3098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3098  Standards:
 AB3098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3098  -------------------------------------------------------------------
 AB3098  NETWORK    0.99   1.92           0.44   0.36   0.98     -0.09627387
 AB3098  -------------------------------------------------------------------
 AB3098  Click here for local accuracies and other accuracy information.
 AB3098
 AB3098.The horizontal coordinates were established by GPS observations
 AB3098.and adjusted by the National Geodetic Survey in June 2012.
 AB3098
 AB3098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3098.been affixed to the stable North American tectonic plate. See 
 AB3098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3098
 AB3098.The horizontal coordinates are valid at the epoch date displayed above
 AB3098.which is a decimal equivalence of Year/Month/Day.
 AB3098
 AB3098.The orthometric height was determined by GPS observations and a
 AB3098.high-resolution geoid model.
 AB3098
 AB3098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3098.GEOID18 height accuracy estimate available here.
 AB3098
 AB3098.Click photographs - Photos may exist for this station.
 AB3098
 AB3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3098
 AB3098.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3098
 AB3098.The ellipsoidal height was determined by GPS observations
 AB3098.and is referenced to NAD 83.
 AB3098
 AB3098. The following values were computed from the NAD 83(2011) position.
 AB3098
 AB3098;                    North         East     Units Scale Factor Converg.
 AB3098;SPC MI S     -    45,207.388 3,913,461.060   MT  1.00005270   -0 42 35.0
 AB3098;SPC MI S     -   148,318.20 12,839,439.17   iFT  1.00005270   -0 42 35.0
 AB3098;UTM  16      - 4,640,135.374   631,920.070   MT  0.99981415   +1 03 44.4
 AB3098
 AB3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3098!SPC MI S     -   0.99996451  x   1.00005270  =   1.00001720
 AB3098!UTM  16      -   0.99996451  x   0.99981415  =   0.99977866
 AB3098
 AB3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3192040135(NAD 83)
 AB3098
 AB3098                          SUPERSEDED SURVEY CONTROL
 AB3098
 AB3098  NAD 83(2007)-  41 54 07.74805(N)    085 24 34.41010(W) AD(2002.00) 0
 AB3098  ELLIP H (02/10/07)  226.330  (m)                       GP(2002.00)    
 AB3098  ELLIP H (07/12/02)  226.349  (m)                       GP(       ) 4 1
 AB3098  NAD 83(1994)-  41 54 07.74774(N)    085 24 34.41008(W) AD(       ) 1
 AB3098  ELLIP H (05/08/96)  226.373  (m)                       GP(       ) 1 1
 AB3098
 AB3098.Superseded values are not recommended for survey control.
 AB3098
 AB3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3098.See file dsdata.pdf to determine how the superseded data were derived.
 AB3098
 AB3098_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3098_STAMPING: 78206 1994
 AB3098_MARK LOGO: MIDT
 AB3098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3098+STABILITY: SURFACE MOTION
 AB3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3098+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3098
 AB3098  HISTORY     - Date     Condition        Report By
 AB3098  HISTORY     - 1994     MONUMENTED       MIDT
 AB3098
 AB3098                          STATION DESCRIPTION
 AB3098
 AB3098'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3098'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3098'MAP IN THE SOUTHWEST 1/4 OF SECTION 31, T-6-S, R-9-W, COLON TOWNSHIP.
 AB3098'ABOUT 7.3 MI (11.7 KM) NORTH OF STURGIS, 5.0 MI (8.0 KM) SOUTHWEST OF
 AB3098'COLON, 7.5 MI (12.1 KM) SOUTHEAST OF CENTREVILLE ON THE EAST SIDE OF
 AB3098'STATE HIGHWAY M-66.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY
 AB3098'12 AND STATE HIGHWAY M-66 NORTHBOUND IN THE CITY OF STURGIS GO NORTH
 AB3098'ALONG STATE HIGHWAY M-66 FOR 7.3 MI (11.7 KM) TO STATION ON THE RIGHT
 AB3098'AS DESCRIBED.  STATION IS 53.2 FT (16.2 M) SOUTHWEST FROM THE
 AB3098'SOUTHWEST CORNER OF A BARN, 60.1 FT (18.3 M) SOUTH FROM THE SOUTH END
 AB3098'OF A CONCRETE CULVERT, 32.0 FT (9.8 M) EAST FROM THE CENTER OF STATE
 AB3098'HIGHWAY M-66 AND 2.5 FT (0.8 M) WEST FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3099 ***********************************************************************
 AB3099  DESIGNATION -  78207
 AB3099  PID         -  AB3099
 AB3099  STATE/COUNTY-  MI/ST JOSEPH
 AB3099  COUNTRY     -  US
 AB3099  USGS QUAD   -  NOTTAWA (2017)
 AB3099
 AB3099                         *CURRENT SURVEY CONTROL
 AB3099  ______________________________________________________________________
 AB3099* NAD 83(2011) POSITION- 41 56 54.65317(N) 085 24 35.77951(W)   ADJUSTED
 AB3099* NAD 83(2011) ELLIP HT-   231.015 (meters)        (06/27/12)   ADJUSTED
 AB3099* NAD 83(2011) EPOCH   -  2010.00
 AB3099* NAVD 88 ORTHO HEIGHT -   264.1   (meters)      866.    (feet) GPS OBS
 AB3099  ______________________________________________________________________
 AB3099  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3099  GEOID HEIGHT    -        -33.043 (meters)                     GEOID93
 AB3099  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 AB3099  NAD 83(2011) X  -    380,203.241 (meters)                     COMP
 AB3099  NAD 83(2011) Y  - -4,735,757.860 (meters)                     COMP
 AB3099  NAD 83(2011) Z  -  4,241,506.788 (meters)                     COMP
 AB3099  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 AB3099
 AB3099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3099  Standards:
 AB3099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3099  -------------------------------------------------------------------
 AB3099  NETWORK    0.96   1.84           0.42   0.36   0.94     -0.12459033
 AB3099  -------------------------------------------------------------------
 AB3099  Click here for local accuracies and other accuracy information.
 AB3099
 AB3099.The horizontal coordinates were established by GPS observations
 AB3099.and adjusted by the National Geodetic Survey in June 2012.
 AB3099
 AB3099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3099.been affixed to the stable North American tectonic plate. See 
 AB3099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3099
 AB3099.The horizontal coordinates are valid at the epoch date displayed above
 AB3099.which is a decimal equivalence of Year/Month/Day.
 AB3099
 AB3099.The orthometric height was determined by GPS observations and a
 AB3099.high-resolution geoid model.
 AB3099
 AB3099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3099.GEOID18 height accuracy estimate available here.
 AB3099
 AB3099.Click photographs - Photos may exist for this station.
 AB3099
 AB3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3099
 AB3099.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3099
 AB3099.The ellipsoidal height was determined by GPS observations
 AB3099.and is referenced to NAD 83.
 AB3099
 AB3099. The following values were computed from the NAD 83(2011) position.
 AB3099
 AB3099;                    North         East     Units Scale Factor Converg.
 AB3099;SPC MI S     -    50,357.195 3,913,493.287   MT  1.00003930   -0 42 35.9
 AB3099;SPC MI S     -   165,213.89 12,839,544.90   iFT  1.00003930   -0 42 35.9
 AB3099;UTM  16      - 4,645,282.520   631,793.018   MT  0.99981373   +1 03 47.0
 AB3099
 AB3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3099!SPC MI S     -   0.99996377  x   1.00003930  =   1.00000307
 AB3099!UTM  16      -   0.99996377  x   0.99981373  =   0.99977751
 AB3099
 AB3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3179345282(NAD 83)
 AB3099
 AB3099                          SUPERSEDED SURVEY CONTROL
 AB3099
 AB3099  NAD 83(2007)-  41 56 54.65326(N)    085 24 35.78044(W) AD(2002.00) 0
 AB3099  ELLIP H (02/10/07)  231.032  (m)                       GP(2002.00)    
 AB3099  ELLIP H (07/12/02)  231.051  (m)                       GP(       ) 4 1
 AB3099  NAD 83(1994)-  41 56 54.65295(N)    085 24 35.78042(W) AD(       ) 1
 AB3099  ELLIP H (05/08/96)  231.075  (m)                       GP(       ) 1 1
 AB3099
 AB3099.Superseded values are not recommended for survey control.
 AB3099
 AB3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3099.See file dsdata.pdf to determine how the superseded data were derived.
 AB3099
 AB3099_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3099_STAMPING: 78207 1994
 AB3099_MARK LOGO: MIDT
 AB3099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3099+STABILITY: SURFACE MOTION
 AB3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3099+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3099
 AB3099  HISTORY     - Date     Condition        Report By
 AB3099  HISTORY     - 1994     MONUMENTED       MIDT
 AB3099
 AB3099                          STATION DESCRIPTION
 AB3099
 AB3099'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3099'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3099'MAP IN THE NORTHEAST 1/4 OF SECTION 13, T-6-S, R-10-W, NOTTAWA
 AB3099'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) NORTH OF STURGIS, 4.5 MI (7.2 KM)
 AB3099'WEST OF COLON, 6.0 MI (9.7 KM) NORTHEAST OF CENTREVILLE JUST SOUTH OF
 AB3099'A BRIDGE AND WEST OF THE CENTER OF STATE HIGHWAY M-66 BEHIND A GUARD
 AB3099'RAIL.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66 NORTHBOUND
 AB3099'AND U.S.  HIGHWAY 12 IN THE CITY OF STURGIS GO NORTH ALONG STATE
 AB3099'HIGHWAY M-66 FOR 10.5 MI (16.9 KM) TO THE STATION ON THE LEFT AS
 AB3099'DESCRIBED.  STATION IS 15.1 FT (4.6 M) SOUTH FROM A STEEL SIGN POST
 AB3099'(JCT M-86) , 2.2 FT (0.7 M) WEST FROM A GUARD RAIL, 22.0 FT (6.7 M)
 AB3099'WEST FROM THE CENTER OF STATE HIGHWAY M-66, AND 2.5 FT (0.8 M) EAST
 AB3099'FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB3100 ***********************************************************************
 AB3100  DESIGNATION -  78208
 AB3100  PID         -  AB3100
 AB3100  STATE/COUNTY-  MI/ST JOSEPH
 AB3100  COUNTRY     -  US
 AB3100  USGS QUAD   -  NOTTAWA (2017)
 AB3100
 AB3100                         *CURRENT SURVEY CONTROL
 AB3100  ______________________________________________________________________
 AB3100* NAD 83(2011) POSITION- 41 57 05.46727(N) 085 23 25.28742(W)   ADJUSTED
 AB3100* NAD 83(2011) ELLIP HT-   226.279 (meters)        (06/27/12)   ADJUSTED
 AB3100* NAD 83(2011) EPOCH   -  2010.00
 AB3100* NAVD 88 ORTHO HEIGHT -   259.4   (meters)      851.    (feet) GPS OBS
 AB3100  ______________________________________________________________________
 AB3100  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3100  GEOID HEIGHT    -        -33.052 (meters)                     GEOID93
 AB3100  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 AB3100  NAD 83(2011) X  -    381,803.480 (meters)                     COMP
 AB3100  NAD 83(2011) Y  - -4,735,401.809 (meters)                     COMP
 AB3100  NAD 83(2011) Z  -  4,241,751.778 (meters)                     COMP
 AB3100  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 AB3100
 AB3100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3100  Standards:
 AB3100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3100  -------------------------------------------------------------------
 AB3100  NETWORK    1.09   1.96           0.50   0.37   1.00     -0.07819135
 AB3100  -------------------------------------------------------------------
 AB3100  Click here for local accuracies and other accuracy information.
 AB3100
 AB3100.The horizontal coordinates were established by GPS observations
 AB3100.and adjusted by the National Geodetic Survey in June 2012.
 AB3100
 AB3100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3100.been affixed to the stable North American tectonic plate. See 
 AB3100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3100
 AB3100.The horizontal coordinates are valid at the epoch date displayed above
 AB3100.which is a decimal equivalence of Year/Month/Day.
 AB3100
 AB3100.The orthometric height was determined by GPS observations and a
 AB3100.high-resolution geoid model.
 AB3100
 AB3100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3100.GEOID18 height accuracy estimate available here.
 AB3100
 AB3100.Click photographs - Photos may exist for this station.
 AB3100
 AB3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3100
 AB3100.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3100
 AB3100.The ellipsoidal height was determined by GPS observations
 AB3100.and is referenced to NAD 83.
 AB3100
 AB3100. The following values were computed from the NAD 83(2011) position.
 AB3100
 AB3100;                    North         East     Units Scale Factor Converg.
 AB3100;SPC MI S     -    50,670.905 3,915,120.904   MT  1.00003846   -0 41 47.9
 AB3100;SPC MI S     -   166,243.13 12,844,884.86   iFT  1.00003846   -0 41 47.9
 AB3100;UTM  16      - 4,645,646.355   633,409.791   MT  0.99981901   +1 04 34.3
 AB3100
 AB3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3100!SPC MI S     -   0.99996451  x   1.00003846  =   1.00000297
 AB3100!UTM  16      -   0.99996451  x   0.99981901  =   0.99978353
 AB3100
 AB3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3340945646(NAD 83)
 AB3100
 AB3100                          SUPERSEDED SURVEY CONTROL
 AB3100
 AB3100  NAD 83(2007)-  41 57 05.46737(N)    085 23 25.28836(W) AD(2002.00) 0
 AB3100  ELLIP H (02/10/07)  226.296  (m)                       GP(2002.00)    
 AB3100  ELLIP H (07/12/02)  226.317  (m)                       GP(       ) 4 1
 AB3100  NAD 83(1994)-  41 57 05.46705(N)    085 23 25.28832(W) AD(       ) 1
 AB3100  ELLIP H (05/08/96)  226.342  (m)                       GP(       ) 1 1
 AB3100
 AB3100.Superseded values are not recommended for survey control.
 AB3100
 AB3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3100.See file dsdata.pdf to determine how the superseded data were derived.
 AB3100
 AB3100_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3100_STAMPING: 78208 1994
 AB3100_MARK LOGO: MIDT
 AB3100_PROJECTION: FLUSH
 AB3100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3100+STABILITY: SURFACE MOTION
 AB3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3100+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2025
 AB3100
 AB3100  HISTORY     - Date     Condition        Report By
 AB3100  HISTORY     - 1994     MONUMENTED       MIDT
 AB3100  HISTORY     - 20081016 GOOD             AHI
 AB3100  HISTORY     - 20101130 GOOD             INDIV
 AB3100  HISTORY     - 20200210 GOOD             MIDT
 AB3100  HISTORY     - 20250708 GOOD             MIDT
 AB3100
 AB3100                          STATION DESCRIPTION
 AB3100
 AB3100'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3100'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3100'MAP IN THE NORTHEAST 1/4 OF SECTION 18, T-6-S, R-9-W, COLON TOWNSHIP.
 AB3100'ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF COLON, 8.0 MI (12.9 KM) NORTHEAST
 AB3100'OF CENTREVILLE, 10.5 MI (16.9 KM) NORTH OF STURGIS IN THE SOUTHWEST
 AB3100'QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-86 AND LEPLEY ROAD.
 AB3100'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-86 AND STATE HIGHWAY
 AB3100'M-66 ABOUT 9.5 MI (15.3 KM) NORTH OF STURGIS GO EAST ALONG STATE
 AB3100'HIGHWAY M-86 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT AS
 AB3100'DESCRIBED.  STATION IS 82.1 FT (25.0 M) WEST FROM A CONCRETE RIGHT OF
 AB3100'WAY MARKER, 74.2 FT (22.6 M) WEST FROM A STEEL (STOP) SIGN POST, 59.0
 AB3100'FT (18.0 M) NORTH FROM AN EAST-WEST RIGHT OF WAY FENCE, 58.5 FT (17.8
 AB3100'M) NORTHWEST FROM A (GTE) CABLE BOX, 54.2 FT (16.5 M) NORTHWEST FROM A
 AB3100'UTILITY POLE AND 3.0 FT (0.9 M) NORTH FROM A CARSONITE WITNESS POST.
 AB3100
 AB3100                          STATION RECOVERY (2008)
 AB3100
 AB3100'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 AB3100'CARSONITE WITNESS POST IS MISSING
 AB3100
 AB3100                          STATION RECOVERY (2010)
 AB3100
 AB3100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DWM)
 AB3100'SET NEW CARSONITE POST 1 FOOT NORTH OF CORNER
 AB3100
 AB3100                          STATION RECOVERY (2020)
 AB3100
 AB3100'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AB3100'RECOVERED IN GOOD CONDITION.
 AB3100
 AB3100                          STATION RECOVERY (2025)
 AB3100
 AB3100'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB3100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0687 ***********************************************************************
 NF0687  DESIGNATION -  784
 NF0687  PID         -  NF0687
 NF0687  STATE/COUNTY-  MI/ALLEGAN
 NF0687  COUNTRY     -  US
 NF0687  USGS QUAD   -  WAYLAND (2017)
 NF0687
 NF0687                         *CURRENT SURVEY CONTROL
 NF0687  ______________________________________________________________________
 NF0687* NAD 83(1986) POSITION- 42 37 48.     (N) 085 39 06.     (W)   SCALED
 NF0687* NAVD 88 ORTHO HEIGHT -   238.930 (meters)      783.89  (feet) ADJUSTED
 NF0687  ______________________________________________________________________
 NF0687  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 NF0687  DYNAMIC HEIGHT  -        238.863 (meters)      783.67  (feet) COMP
 NF0687  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 NF0687
 NF0687  VERT ORDER      -  SECOND    CLASS 0
 NF0687
 NF0687.The horizontal coordinates were scaled from a map and have
 NF0687.an estimated accuracy of +/- 6 seconds.
 NF0687
 NF0687.The orthometric height was determined by differential leveling and
 NF0687.adjusted by the NATIONAL GEODETIC SURVEY
 NF0687.in June 1991.
 NF0687
 NF0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0687.GEOID18 height accuracy estimate available here.
 NF0687
 NF0687.Click photographs - Photos may exist for this station.
 NF0687
 NF0687.The dynamic height is computed by dividing the NAVD 88
 NF0687.geopotential number by the normal gravity value computed on the
 NF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0687.degrees latitude (g = 980.6199 gals.).
 NF0687
 NF0687.The modeled gravity was interpolated from observed gravity values.
 NF0687
 NF0687;                    North         East    Units  Estimated Accuracy
 NF0687;SPC MI S     -   126,320.    3,894,610.      MT  (+/- 180 meters Scaled)
 NF0687
 NF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN105206(NAD 83)
 NF0687
 NF0687                          SUPERSEDED SURVEY CONTROL
 NF0687
 NF0687  NGVD 29 (??/??/92)  239.062  (m)          784.32   (f) ADJ UNCH    2 0
 NF0687
 NF0687.Superseded values are not recommended for survey control.
 NF0687
 NF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0687.See file dsdata.pdf to determine how the superseded data were derived.
 NF0687
 NF0687_MARKER: P = PIPE CAP
 NF0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0687_STAMPING: MICH 784 784.467
 NF0687_MARK LOGO: USGS
 NF0687_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0687
 NF0687  HISTORY     - Date     Condition        Report By
 NF0687  HISTORY     - 1913     MONUMENTED       USGS
 NF0687  HISTORY     - 1948     GOOD             CGS
 NF0687  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0687  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0687  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NF0687
 NF0687                          STATION DESCRIPTION
 NF0687
 NF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0687'AT BRADLEY.
 NF0687'AT BRADLEY, ALONG THE PENNSYLVANIA RAILROAD, AT THE MAIN EAST-WEST
 NF0687'CROSSROAD, ABOUT 0.5 MILE WEST OF THE MAIN CROSSROADS ON U.S.
 NF0687'HIGHWAY 131, 51 FEET EAST AND ACROSS THE TRACK FROM MILE POST
 NF0687'210, 39 FEET EAST OF THE EAST RAIL, 29 FEET SOUTH OF THE CENTER
 NF0687'LINE OF THE ROAD, 5.5 FEET NORTHEAST OF A FENCE CORNER, 12 FEET
 NF0687'NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN
 NF0687'WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND ROAD AND SET ON
 NF0687'THE TOP OF A PIPE PROJECTING 5 INCHES.
 NF0687
 NF0687                          STATION RECOVERY (1983)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0687'MARK NOT FOUND.
 NF0687
 NF0687                          STATION RECOVERY (1987)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0687'MARK NOT FOUND.
 NF0687
 NF0687                          STATION RECOVERY (1988)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDK)
 NF0687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9175 ***********************************************************************
 DG9175  DESIGNATION -  78400
 DG9175  PID         -  DG9175
 DG9175  STATE/COUNTY-  MI/ST JOSEPH
 DG9175  COUNTRY     -  US
 DG9175  USGS QUAD   -  CONSTANTINE (2017)
 DG9175
 DG9175                         *CURRENT SURVEY CONTROL
 DG9175  ______________________________________________________________________
 DG9175* NAD 83(1986) POSITION- 41 47 45.05   (N) 085 40 55.44   (W)   HD_HELD1
 DG9175* NAVD 88 ORTHO HEIGHT -   247.357 (meters)      811.54  (feet) ADJUSTED
 DG9175  ______________________________________________________________________
 DG9175  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 DG9175  DYNAMIC HEIGHT  -        247.269 (meters)      811.25  (feet) COMP
 DG9175  MODELED GRAVITY -    980,258.2   (mgal)                       NAVD 88
 DG9175
 DG9175  VERT ORDER      -  FIRST     CLASS II
 DG9175
 DG9175.The horizontal coordinates were determined by differentially corrected
 DG9175.hand held GPS observations or other comparable positioning techniques
 DG9175.and have an estimated accuracy of +/- 3 meters.
 DG9175
 DG9175.The orthometric height was determined by differential leveling and
 DG9175.adjusted by the NATIONAL GEODETIC SURVEY
 DG9175.in March 2005.
 DG9175
 DG9175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9175.GEOID18 height accuracy estimate available here.
 DG9175
 DG9175.Click photographs - Photos may exist for this station.
 DG9175
 DG9175.The dynamic height is computed by dividing the NAVD 88
 DG9175.geopotential number by the normal gravity value computed on the
 DG9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9175.degrees latitude (g = 980.6199 gals.).
 DG9175
 DG9175.The modeled gravity was interpolated from observed gravity values.
 DG9175
 DG9175;                    North         East    Units  Estimated Accuracy
 DG9175;SPC MI S     -    33,717.4   3,890,665.5     MT  (+/- 3 meters HH1 GPS) 
 DG9175
 DG9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0949727949(NAD 83)
 DG9175
 DG9175                          SUPERSEDED SURVEY CONTROL
 DG9175
 DG9175.No superseded survey control is available for this station.
 DG9175
 DG9175_MARKER: DD = SURVEY DISK
 DG9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9175_STAMPING: 78400 2001
 DG9175_MARK LOGO: MIDT
 DG9175_PROJECTION: FLUSH
 DG9175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9175+STABILITY: SURFACE MOTION
 DG9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9175+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 DG9175
 DG9175  HISTORY     - Date     Condition        Report By
 DG9175  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9175  HISTORY     - 20030512 GOOD             NGS
 DG9175  HISTORY     - 20230126 GOOD             MIDT
 DG9175  HISTORY     - 20250205 GOOD             OHM
 DG9175
 DG9175                          STATION DESCRIPTION
 DG9175
 DG9175'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9175'STATION IS LOCATED ABOUT 2.0 MILES WEST OF WHITE PIGEON.  IT IS IN THE
 DG9175'SOUTHEAST 1/4 OF SECTION 3, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON
 DG9175'HIGHWAY RIGHT-OF-WAY.
 DG9175'
 DG9175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9175'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 1.0  MILE TO
 DG9175'THE INTERSECTION OF BLUE SCHOOL RD AND THE STATION SET IN  THE
 DG9175'SOUTHWEST QUADRANT OF THIS INTERSECTION.   THE STATION IS A DEPARTMENT
 DG9175'OF TRANSPORTATION DISK, SET INTO THE  TOP OF A 12-INCH CYCLINDRICAL
 DG9175'CONCRETE MONUMENT FLUSH WITH THE  GROUND SURFACE.  IT IS 1.0 FT NORTH
 DG9175'OF A UTILITY POLE, 35.0 FT WEST OF  THE CENTERLINE OF BLUE SCHOOL RD
 DG9175'AND 73.5 FT SOUTH OF THE  CENTERLINE OF HWY 12.
 DG9175'
 DG9175'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9175
 DG9175                          STATION RECOVERY (2023)
 DG9175
 DG9175'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DG9175'RECOVERED IN GOOD CONDITION.
 DG9175
 DG9175                          STATION RECOVERY (2025)
 DG9175
 DG9175'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2025 (AG)
 DG9175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9155 ***********************************************************************
 DG9155  DESIGNATION -  78401
 DG9155  PID         -  DG9155
 DG9155  STATE/COUNTY-  MI/ST JOSEPH
 DG9155  COUNTRY     -  US
 DG9155  USGS QUAD   -  CONSTANTINE (2017)
 DG9155
 DG9155                         *CURRENT SURVEY CONTROL
 DG9155  ______________________________________________________________________
 DG9155* NAD 83(1986) POSITION- 41 47 46.     (N) 085 42 39.     (W)   SCALED
 DG9155* NAVD 88 ORTHO HEIGHT -   245.645 (meters)      805.92  (feet) ADJUSTED
 DG9155  ______________________________________________________________________
 DG9155  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 DG9155  DYNAMIC HEIGHT  -        245.557 (meters)      805.63  (feet) COMP
 DG9155  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 DG9155
 DG9155  VERT ORDER      -  FIRST     CLASS II
 DG9155
 DG9155.The horizontal coordinates were scaled from a map and have
 DG9155.an estimated accuracy of +/- 6 seconds.
 DG9155
 DG9155.The orthometric height was determined by differential leveling and
 DG9155.adjusted by the NATIONAL GEODETIC SURVEY
 DG9155.in March 2005.
 DG9155
 DG9155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9155.GEOID18 height accuracy estimate available here.
 DG9155
 DG9155.Click photographs - Photos may exist for this station.
 DG9155
 DG9155.The dynamic height is computed by dividing the NAVD 88
 DG9155.geopotential number by the normal gravity value computed on the
 DG9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9155.degrees latitude (g = 980.6199 gals.).
 DG9155
 DG9155.The modeled gravity was interpolated from observed gravity values.
 DG9155
 DG9155;                    North         East    Units  Estimated Accuracy
 DG9155;SPC MI S     -    33,780.    3,888,280.      MT  (+/- 180 meters Scaled)
 DG9155
 DG9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM071279(NAD 83)
 DG9155
 DG9155                          SUPERSEDED SURVEY CONTROL
 DG9155
 DG9155.No superseded survey control is available for this station.
 DG9155
 DG9155_MARKER: DD = SURVEY DISK
 DG9155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9155_STAMPING: 78401 2001
 DG9155_MARK LOGO: MIDT
 DG9155_PROJECTION: FLUSH
 DG9155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9155+STABILITY: SURFACE MOTION
 DG9155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9155+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 DG9155
 DG9155  HISTORY     - Date     Condition        Report By
 DG9155  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9155  HISTORY     - 20030512 GOOD             NGS
 DG9155  HISTORY     - 20210607 GOOD             MIDT
 DG9155  HISTORY     - 20250205 GOOD             OHM
 DG9155
 DG9155                          STATION DESCRIPTION
 DG9155
 DG9155'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9155'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF WHITE PIGEON, IN THE
 DG9155'SOUTHEAST 1/4 OF SECTION 4, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON
 DG9155'HIGHWAY RIGHT-OF-WAY PROPERTY.
 DG9155'
 DG9155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9155'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 2.4  MILES TO
 DG9155'A ONE STORY HOUSE ON THE LEFT AND THE STATION SET JUST  WEST OF THE
 DG9155'DRIVEWAY AT THE END OF AND OLD FENCE LINE.
 DG9155'
 DG9155'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH  WITH THE
 DG9155'GROUND SURFACE.  IT IS 1.0 FT EAST OF THE NORTH END OF AND  OLD FENCE
 DG9155'LINE, 6.0 FT WEST OF A BLUE SPRUCE TREE, 33.0 FT WEST OF  THE
 DG9155'CENTERLINE OF THE DRIVEWAY AND 36.0 FEET SOUTH OF THE  CENTERLINE OF
 DG9155'U.S. HWY 12.
 DG9155'
 DG9155'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MIGHIGAN.
 DG9155
 DG9155                          STATION RECOVERY (2021)
 DG9155
 DG9155'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 DG9155'RECOVERED IN GOOD CONDITION.
 DG9155
 DG9155                          STATION RECOVERY (2025)
 DG9155
 DG9155'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2025 (AG)
 DG9155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9156 ***********************************************************************
 DG9156  DESIGNATION -  78402
 DG9156  PID         -  DG9156
 DG9156  STATE/COUNTY-  MI/ST JOSEPH
 DG9156  COUNTRY     -  US
 DG9156  USGS QUAD   -  CONSTANTINE (2017)
 DG9156
 DG9156                         *CURRENT SURVEY CONTROL
 DG9156  ______________________________________________________________________
 DG9156* NAD 83(1986) POSITION- 41 47 55.     (N) 085 44 25.     (W)   SCALED
 DG9156* NAVD 88 ORTHO HEIGHT -   240.036 (meters)      787.52  (feet) ADJUSTED
 DG9156  ______________________________________________________________________
 DG9156  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 DG9156  DYNAMIC HEIGHT  -        239.950 (meters)      787.24  (feet) COMP
 DG9156  MODELED GRAVITY -    980,259.0   (mgal)                       NAVD 88
 DG9156
 DG9156  VERT ORDER      -  FIRST     CLASS II
 DG9156
 DG9156.The horizontal coordinates were scaled from a map and have
 DG9156.an estimated accuracy of +/- 6 seconds.
 DG9156
 DG9156.The orthometric height was determined by differential leveling and
 DG9156.adjusted by the NATIONAL GEODETIC SURVEY
 DG9156.in March 2005.
 DG9156
 DG9156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9156.GEOID18 height accuracy estimate available here.
 DG9156
 DG9156.Click photographs - Photos may exist for this station.
 DG9156
 DG9156.The dynamic height is computed by dividing the NAVD 88
 DG9156.geopotential number by the normal gravity value computed on the
 DG9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9156.degrees latitude (g = 980.6199 gals.).
 DG9156
 DG9156.The modeled gravity was interpolated from observed gravity values.
 DG9156
 DG9156;                    North         East    Units  Estimated Accuracy
 DG9156;SPC MI S     -    34,100.    3,885,830.      MT  (+/- 180 meters Scaled)
 DG9156
 DG9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM046281(NAD 83)
 DG9156
 DG9156                          SUPERSEDED SURVEY CONTROL
 DG9156
 DG9156.No superseded survey control is available for this station.
 DG9156
 DG9156_MARKER: DD = SURVEY DISK
 DG9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9156_STAMPING: 78402 2001
 DG9156_MARK LOGO: MIDT
 DG9156_PROJECTION: FLUSH
 DG9156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9156+STABILITY: SURFACE MOTION
 DG9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9156+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 DG9156
 DG9156  HISTORY     - Date     Condition        Report By
 DG9156  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9156  HISTORY     - 20030512 GOOD             NGS
 DG9156  HISTORY     - 20250205 GOOD             OHM
 DG9156
 DG9156                          STATION DESCRIPTION
 DG9156
 DG9156'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9156'STATION IS LOCATED ABOUT 5.0 MILES WEST OF WHITE PIGEON, IN THE
 DG9156'SOUTHWEST 1/4 OF SECTION 5, R-12-W, T-8-S, MOTTVILLE TOWNSHIP.
 DG9156'
 DG9156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9156'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 5.0  MILES TO
 DG9156'THE INTERSECTION OF MANN ROAD AND THE STATION IN THE  SOUTHEAST
 DG9156'QUADRANT OF THIS INTERSECTION.
 DG9156'
 DG9156'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9156'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH  WITH THE
 DG9156'GROUND SURFACE.  IT IS 69.0 FEET SOUTH OF THE CENTERLINE  OF HIGHWAY
 DG9156'12, 23.0 FEET EAST OF THE CENTERLINE OF MANN RD, 18.0 FEET
 DG9156'SOUTH-SOUTHEAST OF THE EAST LEG OF A STOP SIGN AND 1.0 FEET NORTH  OF
 DG9156'A UTILITY POLE NUMBER S535-1 AND A CARSONITE WITNESS POST.
 DG9156'
 DG9156'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9156
 DG9156                          STATION RECOVERY (2025)
 DG9156
 DG9156'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2025 (AG)
 DG9156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG9176 ***********************************************************************
 DG9176  DESIGNATION -  78403
 DG9176  PID         -  DG9176
 DG9176  STATE/COUNTY-  MI/ST JOSEPH
 DG9176  COUNTRY     -  US
 DG9176  USGS QUAD   -  MOTTVILLE (2017)
 DG9176
 DG9176                         *CURRENT SURVEY CONTROL
 DG9176  ______________________________________________________________________
 DG9176* NAD 83(1986) POSITION- 41 48 02.     (N) 085 45 25.     (W)   SCALED
 DG9176* NAVD 88 ORTHO HEIGHT -   235.572 (meters)      772.87  (feet) ADJUSTED
 DG9176  ______________________________________________________________________
 DG9176  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 DG9176  DYNAMIC HEIGHT  -        235.488 (meters)      772.60  (feet) COMP
 DG9176  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 DG9176
 DG9176  VERT ORDER      -  FIRST     CLASS II
 DG9176
 DG9176.The horizontal coordinates were scaled from a map and have
 DG9176.an estimated accuracy of +/- 6 seconds.
 DG9176
 DG9176.The orthometric height was determined by differential leveling and
 DG9176.adjusted by the NATIONAL GEODETIC SURVEY
 DG9176.in March 2005.
 DG9176
 DG9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9176.GEOID18 height accuracy estimate available here.
 DG9176
 DG9176.Click photographs - Photos may exist for this station.
 DG9176
 DG9176.The dynamic height is computed by dividing the NAVD 88
 DG9176.geopotential number by the normal gravity value computed on the
 DG9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9176.degrees latitude (g = 980.6199 gals.).
 DG9176
 DG9176.The modeled gravity was interpolated from observed gravity values.
 DG9176
 DG9176;                    North         East    Units  Estimated Accuracy
 DG9176;SPC MI S     -    34,340.    3,884,450.      MT  (+/- 180 meters Scaled)
 DG9176
 DG9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM032283(NAD 83)
 DG9176
 DG9176                          SUPERSEDED SURVEY CONTROL
 DG9176
 DG9176.No superseded survey control is available for this station.
 DG9176
 DG9176_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9176_SP_SET: BRIDGE WINGWALL
 DG9176_STAMPING: 78403 2001
 DG9176_MARK LOGO: MIDT
 DG9176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9176+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 DG9176
 DG9176  HISTORY     - Date     Condition        Report By
 DG9176  HISTORY     - 2001     MONUMENTED       MIDT
 DG9176  HISTORY     - 20030512 GOOD             NGS
 DG9176  HISTORY     - 20080206 GOOD             ROWEIN
 DG9176  HISTORY     - 20250205 GOOD             OHM
 DG9176
 DG9176                          STATION DESCRIPTION
 DG9176
 DG9176'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9176'STATION IS LOCATED AT THE WEST SIDE OF MOTTVILLE, IN THE SOUTHWEST
 DG9176'1/4 OF SECTION 6, T-8-S, R-12-W, MOTTVILLE TOWNSHIP.
 DG9176'
 DG9176'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK  CEMENTED
 DG9176'IN A DRILL HOLE IN THE TOP STEP OF THE NORTHEAST  WINGWALL OF BRIDGE
 DG9176'OVER THE ST JOSEPH RIVER AT THE WEST SIDE OF  MOTTVILLE.  IT IS 22.0
 DG9176'FEET EAST OF THE CENTERLINE OF HIGHWAY 12, 26.0  FEET WEST OF THE
 DG9176'NORTHWEST CORNER OF A PEDESTRIAN BRIDGE OVER  ST JOSEPH RIVER, 3.0
 DG9176'FEET EAST OF A CARSONITE WITNESS POST AND  NORTHEAST CORNER OF BRIDGE.
 DG9176'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9176
 DG9176                          STATION RECOVERY (2008)
 DG9176
 DG9176'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 DG9176'RECOVERED IN GOOD CONDITION.
 DG9176
 DG9176                          STATION RECOVERY (2025)
 DG9176
 DG9176'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2025 (AG)
 DG9176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1304 ***********************************************************************
 RJ1304  DESIGNATION -  79
 RJ1304  PID         -  RJ1304
 RJ1304  STATE/COUNTY-  MI/CHIPPEWA
 RJ1304  COUNTRY     -  US
 RJ1304  USGS QUAD   -  OAK RIDGE (2017)
 RJ1304
 RJ1304                         *CURRENT SURVEY CONTROL
 RJ1304  ______________________________________________________________________
 RJ1304* NAD 83(1994) POSITION- 46 18 36.53511(N) 084 12 41.21094(W)   ADJUSTED
 RJ1304* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON3
 RJ1304  ______________________________________________________________________
 RJ1304  GEOID HEIGHT    -        -36.532 (meters)                     GEOID18
 RJ1304  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 RJ1304  HORZ ORDER      -  SECOND
 RJ1304
 RJ1304.The horizontal coordinates were established by classical geodetic methods
 RJ1304.and adjusted by the National Geodetic Survey in February 1997.
 RJ1304
 RJ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1304
 RJ1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1304.GEOID18 height accuracy estimate available here.
 RJ1304
 RJ1304.Click photographs - Photos may exist for this station.
 RJ1304
 RJ1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1304
 RJ1304. The following values were computed from the NAD 83(1994) position.
 RJ1304
 RJ1304;                    North         East     Units Scale Factor Converg.
 RJ1304;SPC MI N     -   173,473.794 8,214,735.241   MT  0.99990293   +2 00 55.9
 RJ1304;SPC MI N     -   569,139.74 26,951,231.11   iFT  0.99990293   +2 00 55.9
 RJ1304;UTM  16      - 5,132,287.625   714,710.690   MT  1.00016673   +2 01 01.7
 RJ1304
 RJ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1304!SPC MI N     -   0.99997790  x   0.99990293  =   0.99988083
 RJ1304!UTM  16      -   0.99997790  x   1.00016673  =   1.00014463
 RJ1304
 RJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1471032287(NAD 83)
 RJ1304
 RJ1304                          SUPERSEDED SURVEY CONTROL
 RJ1304
 RJ1304  NAD 83(1986)-  46 18 36.52667(N)    084 12 41.20754(W) AD(       ) 2
 RJ1304  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1304
 RJ1304.Superseded values are not recommended for survey control.
 RJ1304
 RJ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1304.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1304
 RJ1304_MARKER: DS = TRIANGULATION STATION DISK
 RJ1304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1304+WITH SETTING: INFORMATION.
 RJ1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1304
 RJ1304  HISTORY     - Date     Condition        Report By
 RJ1304  HISTORY     - 1988     MONUMENTED       USACE
 RJ1304
 RJ1304                          STATION DESCRIPTION
 RJ1304
 RJ1304'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1304'THE STATION IS LOCATED ABOUT 23.0 KM (14.3 MI) SOUTHEAST OF SAULT
 RJ1304'STE
 RJ1304'MARIE, 31.5 KM (19.6 MI) EAST-NORTHEAST OF RUDYARD, 42.6
 RJ1304'KM (26.5 MI)
 RJ1304'NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ1304'ON SAND ISLAND IN GOVT LOT 4, SEC 8, T45N-R2E.
 RJ1304'OWNERSHIP---MICHIGAN STATE UNIVERSITY
 RJ1304'
 RJ1304'TO REACH THE STATION FROM THE POST OFFICE IN BARBEA MI, GO EAST FOR
 RJ1304'4.3 KM
 RJ1304'(2.7 MI) ON 15 MILE ROAD
 RJ1304'TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR 3.7 KM
 RJ1304'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE
 RJ1304'RIVER, ON THE NORTH END OF THE BRIDGE, TURN RIGHT ONTO A GRAVEL
 RJ1304'ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1304'TRAVEL BY BOAT DOWNRIVER
 RJ1304'FOR 5 MINUTES
 RJ1304'TO SAND ISLAND WHERE STATION IS LOCATED.
 RJ1304'
 RJ1304'THE STATION IS A STANDARD COE DISK
 RJ1304'THAT IS STAMPED---C5W-152 1988---, SET INTO A PVC SLEEVE IN CONCRETE
 RJ1304'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1304'ON A BANK 1.5 METERS (5 FT) EAST OF EDGE AND 5.5 METERS (18 FT) EAST
 RJ1304'OF WATER.
 RJ1304'
 RJ1304'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0259 ***********************************************************************
 OJ0259  DESIGNATION -  79 1/2
 OJ0259  PID         -  OJ0259
 OJ0259  STATE/COUNTY-  MI/TUSCOLA
 OJ0259  COUNTRY     -  US
 OJ0259  USGS QUAD   -  GAGETOWN (2017)
 OJ0259
 OJ0259                         *CURRENT SURVEY CONTROL
 OJ0259  ______________________________________________________________________
 OJ0259* NAD 83(1986) POSITION- 43 39 19.     (N) 083 14 22.     (W)   SCALED
 OJ0259* NAVD 88 ORTHO HEIGHT -   229.652 (meters)      753.45  (feet) ADJUSTED
 OJ0259  ______________________________________________________________________
 OJ0259  GEOID HEIGHT    -        -34.437 (meters)                     GEOID18
 OJ0259  DYNAMIC HEIGHT  -        229.611 (meters)      753.32  (feet) COMP
 OJ0259  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OJ0259
 OJ0259  VERT ORDER      -  SECOND    CLASS 0
 OJ0259
 OJ0259.The horizontal coordinates were scaled from a map and have
 OJ0259.an estimated accuracy of +/- 6 seconds.
 OJ0259
 OJ0259.The orthometric height was determined by differential leveling and
 OJ0259.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0259.in June 1991.
 OJ0259
 OJ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0259.GEOID18 height accuracy estimate available here.
 OJ0259
 OJ0259.Click photographs - Photos may exist for this station.
 OJ0259
 OJ0259.The dynamic height is computed by dividing the NAVD 88
 OJ0259.geopotential number by the normal gravity value computed on the
 OJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0259.degrees latitude (g = 980.6199 gals.).
 OJ0259
 OJ0259.The modeled gravity was interpolated from observed gravity values.
 OJ0259
 OJ0259;                    North         East    Units  Estimated Accuracy
 OJ0259;SPC MI S     -   240,020.    4,090,930.      MT  (+/- 180 meters Scaled)
 OJ0259
 OJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ194360(NAD 83)
 OJ0259
 OJ0259                          SUPERSEDED SURVEY CONTROL
 OJ0259
 OJ0259  NGVD 29 (??/??/92)  229.786  (m)          753.89   (f) ADJ UNCH    2 0
 OJ0259
 OJ0259.Superseded values are not recommended for survey control.
 OJ0259
 OJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0259.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0259
 OJ0259_MARKER: Z = SEE DESCRIPTION
 OJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0259_STAMPING: BM NO 79 1/2
 OJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0259+STABILITY: SURFACE MOTION
 OJ0259
 OJ0259  HISTORY     - Date     Condition        Report By
 OJ0259  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0259  HISTORY     - 1934     GOOD             CGS
 OJ0259  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0259
 OJ0259                          STATION DESCRIPTION
 OJ0259
 OJ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0259'0.4 MI S FROM GAGETOWN.
 OJ0259'0.4 MILE SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0259'AT GAGETOWN, ABOUT 0.5 MILE NORTHWEST OF MILEPOST P 79, 47 YARDS
 OJ0259'EAST OF A SWITCH STAND, 20.6 FEET NORTHEAST OF THE NORTHEAST
 OJ0259'RAIL, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 OJ0259'WITH THE TOP OF RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 OJ0259'NO. 79 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0259
 OJ0259                          STATION RECOVERY (1999)
 OJ0259
 OJ0259'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0111 ***********************************************************************
 NF0111  DESIGNATION -  79 1/2
 NF0111  PID         -  NF0111
 NF0111  STATE/COUNTY-  MI/SHIAWASSEE
 NF0111  COUNTRY     -  US
 NF0111  USGS QUAD   -  OWOSSO SOUTH (2017)
 NF0111
 NF0111                         *CURRENT SURVEY CONTROL
 NF0111  ______________________________________________________________________
 NF0111* NAD 83(1986) POSITION- 42 59 42.     (N) 084 11 26.     (W)   SCALED
 NF0111* NAVD 88 ORTHO HEIGHT -   226.467 (meters)      743.00  (feet) ADJUSTED
 NF0111  ______________________________________________________________________
 NF0111  GEOID HEIGHT    -        -33.230 (meters)                     GEOID18
 NF0111  DYNAMIC HEIGHT  -        226.415 (meters)      742.83  (feet) COMP
 NF0111  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 NF0111
 NF0111  VERT ORDER      -  SECOND    CLASS 0
 NF0111
 NF0111.The horizontal coordinates were scaled from a map and have
 NF0111.an estimated accuracy of +/- 6 seconds.
 NF0111
 NF0111.The orthometric height was determined by differential leveling and
 NF0111.adjusted by the NATIONAL GEODETIC SURVEY
 NF0111.in June 1991.
 NF0111
 NF0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0111.GEOID18 height accuracy estimate available here.
 NF0111
 NF0111.Click photographs - Photos may exist for this station.
 NF0111
 NF0111.The dynamic height is computed by dividing the NAVD 88
 NF0111.geopotential number by the normal gravity value computed on the
 NF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0111.degrees latitude (g = 980.6199 gals.).
 NF0111
 NF0111.The modeled gravity was interpolated from observed gravity values.
 NF0111
 NF0111;                    North         East    Units  Estimated Accuracy
 NF0111;SPC MI S     -   166,080.    4,014,360.      MT  (+/- 180 meters Scaled)
 NF0111
 NF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN290640(NAD 83)
 NF0111
 NF0111                          SUPERSEDED SURVEY CONTROL
 NF0111
 NF0111  NGVD 29 (??/??/92)  226.613  (m)          743.48   (f) ADJ UNCH    2 0
 NF0111
 NF0111.Superseded values are not recommended for survey control.
 NF0111
 NF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0111.See file dsdata.pdf to determine how the superseded data were derived.
 NF0111
 NF0111_MARKER: Z = SEE DESCRIPTION
 NF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0111_STAMPING: BM NO 79 1/2
 NF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0111+STABILITY: SURFACE MOTION
 NF0111
 NF0111  HISTORY     - Date     Condition        Report By
 NF0111  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0111  HISTORY     - 1934     GOOD             CGS
 NF0111  HISTORY     - 1972     MARK NOT FOUND   NGS
 NF0111  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0111  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0111  HISTORY     - 20070402 MARK NOT FOUND   MIDT
 NF0111
 NF0111                          STATION DESCRIPTION
 NF0111
 NF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0111'1.1 MI W FROM OWOSSO.
 NF0111'1.1 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 NF0111'AT OWOSSO, SHIAWASSEE COUNTY, 45 FEET SOUTH OF THE SOUTH RAIL,
 NF0111'1.7 FEET NORTH OF A FENCE, AND 8 FEET LOWER THAN THE TOP OF THE
 NF0111'RAIL.  A BRONZE PLUG, STAMPED B.M. NO. 79 1/2 AND SET IN THE TOP
 NF0111'OF A CONCRETE POST.
 NF0111
 NF0111                          STATION RECOVERY (1972)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NF0111'MARK NOT FOUND.
 NF0111
 NF0111                          STATION RECOVERY (2001)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0111
 NF0111                          STATION RECOVERY (2001)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0111
 NF0111                          STATION RECOVERY (2007)
 NF0111
 NF0111'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (JCK)
 NF0111'1.1 MI WEST FROM OWOSSO.
 NF0111'1.1 MI WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION AT OWOSSO,
 NF0111'SHIAWASSEE COUNTY, 45 FEET SOUTH OF THE SOUTH RAIL, 8 FEET LOWER THAN
 NF0111'THE TOP OF THE RAIL. FOUND PIECES OF 4 INCH BROKEN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0134 ***********************************************************************
 OK0134  DESIGNATION -  794 MICH
 OK0134  PID         -  OK0134
 OK0134  STATE/COUNTY-  MI/CLINTON
 OK0134  COUNTRY     -  US
 OK0134  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0134
 OK0134                         *CURRENT SURVEY CONTROL
 OK0134  ______________________________________________________________________
 OK0134* NAD 83(1986) POSITION- 43 00 05.     (N) 084 33 32.     (W)   SCALED
 OK0134* NAVD 88 ORTHO HEIGHT -   241.734 (meters)      793.09  (feet) ADJUSTED
 OK0134  ______________________________________________________________________
 OK0134  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 OK0134  DYNAMIC HEIGHT  -        241.679 (meters)      792.91  (feet) COMP
 OK0134  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 OK0134
 OK0134  VERT ORDER      -  SECOND    CLASS 0
 OK0134
 OK0134.The horizontal coordinates were scaled from a map and have
 OK0134.an estimated accuracy of +/- 6 seconds.
 OK0134
 OK0134.The orthometric height was determined by differential leveling and
 OK0134.adjusted by the NATIONAL GEODETIC SURVEY
 OK0134.in June 1991.
 OK0134
 OK0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0134.GEOID18 height accuracy estimate available here.
 OK0134
 OK0134.Click photographs - Photos may exist for this station.
 OK0134
 OK0134.The dynamic height is computed by dividing the NAVD 88
 OK0134.geopotential number by the normal gravity value computed on the
 OK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0134.degrees latitude (g = 980.6199 gals.).
 OK0134
 OK0134.The modeled gravity was interpolated from observed gravity values.
 OK0134
 OK0134;                    North         East    Units  Estimated Accuracy
 OK0134;SPC MI S     -   166,790.    3,984,330.      MT  (+/- 180 meters Scaled)
 OK0134
 OK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN989638(NAD 83)
 OK0134
 OK0134                          SUPERSEDED SURVEY CONTROL
 OK0134
 OK0134  NGVD 29 (??/??/92)  241.874  (m)          793.55   (f) ADJ UNCH    2 0
 OK0134
 OK0134.Superseded values are not recommended for survey control.
 OK0134
 OK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0134.See file dsdata.pdf to determine how the superseded data were derived.
 OK0134
 OK0134_MARKER: DD = SURVEY DISK
 OK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0134_STAMPING: 794 MICH
 OK0134_MARK LOGO: USGS
 OK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0134+STABILITY: SURFACE MOTION
 OK0134
 OK0134  HISTORY     - Date     Condition        Report By
 OK0134  HISTORY     - 1916     MONUMENTED       USGS
 OK0134  HISTORY     - 1934     GOOD             CGS
 OK0134  HISTORY     - 20070605 MARK NOT FOUND   MIDT
 OK0134
 OK0134                          STATION DESCRIPTION
 OK0134
 OK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0134'AT ST JOHNS.
 OK0134'AT SAINT JOHNS, CLINTON COUNTY, AT THE NORTHWEST CORNER OF THE
 OK0134'CITY HALL LAWN, 43.6 FEET SOUTH OF THE SOUTH CURB OF STATE
 OK0134'HIGHWAY 21, 37 FEET EAST OF THE EAST CURB OF A NORTH-AND-SOUTH
 OK0134'STREET, AND 6 FEET HIGHER THAN THE ROAD-WAY.  A U.S. GEOLOGICAL
 OK0134'SURVEY STANDARD DISK, STAMPED 794 MICH AND SET IN THE TOP OF A
 OK0134'CONCRETE POST.
 OK0134
 OK0134                          STATION RECOVERY (2007)
 OK0134
 OK0134'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6124 ***********************************************************************
 DN6124  DESIGNATION -  79600
 DN6124  PID         -  DN6124
 DN6124  STATE/COUNTY-  MI/TUSCOLA
 DN6124  COUNTRY     -  US
 DN6124  USGS QUAD   -  CLIFFORD (2017)
 DN6124
 DN6124                         *CURRENT SURVEY CONTROL
 DN6124  ______________________________________________________________________
 DN6124* NAD 83(1986) POSITION- 43 20 07.7    (N) 083 11 01.6    (W)   HD_HELD2
 DN6124* NAVD 88 ORTHO HEIGHT -   262.241 (meters)      860.37  (feet) ADJUSTED
 DN6124  ______________________________________________________________________
 DN6124  GEOID HEIGHT    -        -34.207 (meters)                     GEOID18
 DN6124  DYNAMIC HEIGHT  -        262.185 (meters)      860.19  (feet) COMP
 DN6124  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 DN6124
 DN6124  VERT ORDER      -  SECOND    CLASS I
 DN6124
 DN6124.The horizontal coordinates were established by autonomous hand held GPS
 DN6124.observations and have an estimated accuracy of +/- 10 meters.
 DN6124
 DN6124.The orthometric height was determined by differential leveling and
 DN6124.adjusted by the NATIONAL GEODETIC SURVEY
 DN6124.in October 2019.
 DN6124
 DN6124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6124.GEOID18 height accuracy estimate available here.
 DN6124
 DN6124.Click photographs - Photos may exist for this station.
 DN6124
 DN6124.The dynamic height is computed by dividing the NAVD 88
 DN6124.geopotential number by the normal gravity value computed on the
 DN6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6124.degrees latitude (g = 980.6199 gals.).
 DN6124
 DN6124.The modeled gravity was interpolated from observed gravity values.
 DN6124
 DN6124;                    North         East    Units  Estimated Accuracy
 DN6124;SPC MI S     -   204,557.    4,095,918.      MT  (+/- 10 meters HH2 GPS)
 DN6124
 DN6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2297200385(NAD 83)
 DN6124
 DN6124                          SUPERSEDED SURVEY CONTROL
 DN6124
 DN6124  NAVD 88 (04/17/12)  262.148  (m)          860.06   (f) SUPERSEDED  2 1
 DN6124
 DN6124.Superseded values are not recommended for survey control.
 DN6124
 DN6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6124.See file dsdata.pdf to determine how the superseded data were derived.
 DN6124
 DN6124_MARKER: F = FLANGE-ENCASED ROD
 DN6124_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6124_STAMPING: MDOT 79600 2010
 DN6124_MARK LOGO: NONE
 DN6124_PROJECTION: RECESSED 10 CENTIMETERS
 DN6124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6124+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 DN6124_ROD/PIPE-DEPTH: 11.7 meters
 DN6124_SLEEVE-DEPTH  : 1.0 meters
 DN6124
 DN6124  HISTORY     - Date     Condition        Report By
 DN6124  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6124  HISTORY     - 20250729 GOOD             MIDT
 DN6124
 DN6124                          STATION DESCRIPTION
 DN6124
 DN6124'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6124'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF KINGSTON, 5.2 MI
 DN6124'(8.4 KM) WEST OF MARLETTE AND 1.5 MI (2.4 KM) NORTH OF CLIFFORD.
 DN6124'
 DN6124'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46 GO EAST ON
 DN6124'M-46 FOR 25.6 MI (41.2 KM) TO I-24.  CONTINUE ON M-46 FOR 9.9 MI (15.9
 DN6124'KM) TO KINGSTON ROAD.  TURN RIGHT ON KINGSTON ROAD AND GO 5.7 MI (9.2
 DN6124'KM) TO THE STATION ON THE RIGHT, WHICH IS 1740 FT (530.4 M) SOUTH OF
 DN6124'MAYVILLE ROAD.
 DN6124'
 DN6124'THE STATION IS 31 FT (9.4 M) WEST OF THE CENTERLINE OF SOUTH KINGSTON
 DN6124'ROAD, 160 FT (48.8 M) NORTHWEST OF A POWER POLE, 123 FT (37.5 M)
 DN6124'SOUTHWEST OF A PROPERTY CORNER WITH A YELLOW CAP AND 2.2 FT (0.7 M)
 DN6124'EAST OF A CARSONITE WITNESS POST.
 DN6124
 DN6124                          STATION RECOVERY (2025)
 DN6124
 DN6124'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6123 ***********************************************************************
 DN6123  DESIGNATION -  79601
 DN6123  PID         -  DN6123
 DN6123  STATE/COUNTY-  MI/TUSCOLA
 DN6123  COUNTRY     -  US
 DN6123  USGS QUAD   -  CLIFFORD (2017)
 DN6123
 DN6123                         *CURRENT SURVEY CONTROL
 DN6123  ______________________________________________________________________
 DN6123* NAD 83(1986) POSITION- 43 21 28.4    (N) 083 11 04.5    (W)   HD_HELD2
 DN6123* NAVD 88 ORTHO HEIGHT -   256.095 (meters)      840.21  (feet) ADJUSTED
 DN6123  ______________________________________________________________________
 DN6123  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 DN6123  DYNAMIC HEIGHT  -        256.041 (meters)      840.03  (feet) COMP
 DN6123  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 DN6123
 DN6123  VERT ORDER      -  SECOND    CLASS I
 DN6123
 DN6123.The horizontal coordinates were established by autonomous hand held GPS
 DN6123.observations and have an estimated accuracy of +/- 10 meters.
 DN6123
 DN6123.The orthometric height was determined by differential leveling and
 DN6123.adjusted by the NATIONAL GEODETIC SURVEY
 DN6123.in October 2019.
 DN6123
 DN6123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6123.GEOID18 height accuracy estimate available here.
 DN6123
 DN6123.Click photographs - Photos may exist for this station.
 DN6123
 DN6123.The dynamic height is computed by dividing the NAVD 88
 DN6123.geopotential number by the normal gravity value computed on the
 DN6123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6123.degrees latitude (g = 980.6199 gals.).
 DN6123
 DN6123.The modeled gravity was interpolated from observed gravity values.
 DN6123
 DN6123;                    North         East    Units  Estimated Accuracy
 DN6123;SPC MI S     -   207,046.    4,095,818.      MT  (+/- 10 meters HH2 GPS)
 DN6123
 DN6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2297202876(NAD 83)
 DN6123
 DN6123                          SUPERSEDED SURVEY CONTROL
 DN6123
 DN6123  NAVD 88 (04/17/12)  256.006  (m)          839.91   (f) SUPERSEDED  2 1
 DN6123
 DN6123.Superseded values are not recommended for survey control.
 DN6123
 DN6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6123.See file dsdata.pdf to determine how the superseded data were derived.
 DN6123
 DN6123_MARKER: F = FLANGE-ENCASED ROD
 DN6123_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6123_STAMPING: MDOT 79601 2010
 DN6123_MARK LOGO: NONE
 DN6123_PROJECTION: RECESSED 8 CENTIMETERS
 DN6123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6123+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6123_ROD/PIPE-DEPTH: 9.3 meters
 DN6123_SLEEVE-DEPTH  : 1.0 meters
 DN6123
 DN6123  HISTORY     - Date     Condition        Report By
 DN6123  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6123
 DN6123                          STATION DESCRIPTION
 DN6123
 DN6123'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6123'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DN6123'MARLETTE, 3.9 MI (6.3 KM) SOUTH OF KINGSTON AND 3.0 MI (4.8 KM) NORTH
 DN6123'OF CLIFFORD.
 DN6123'
 DN6123'TO REACH FROM THE INTERSECTION OF I-75 AND M-46 GO EAST ON M-46 FOR
 DN6123'25.6 MI (41.2 KM) TO I-24.  CONTINUE EAST ON M-46 FOR 9.9 MI (15.9 KM)
 DN6123'TO KINGSTON ROAD TURN RIGHT ON KINGSTON ROAD AND GO 4.2 MI (6.8 KM) TO
 DN6123'THE STATION ON THE RIGHT, WHICH IS 0.72 MI (1.2 KM) NORTH OF LANWAY
 DN6123'ROAD.
 DN6123'
 DN6123'THE STATION IS 2 FT (0.6 M) EAST OF THE CENTERLINE OF SOUTH KINGSTON
 DN6123'ROAD, 120 FT (36.6 M) NORTH OF A POWER POLE, 86 FT (26.2 M) SOUTHEAST
 DN6123'OF A 10 INCH (25 CM) POPLAR TREE AND 2.5 FT (0.8 M) SOUTH OF A
 DN6123'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6122 ***********************************************************************
 DN6122  DESIGNATION -  79602
 DN6122  PID         -  DN6122
 DN6122  STATE/COUNTY-  MI/TUSCOLA
 DN6122  COUNTRY     -  US
 DN6122  USGS QUAD   -  CLIFFORD (2017)
 DN6122
 DN6122                         *CURRENT SURVEY CONTROL
 DN6122  ______________________________________________________________________
 DN6122* NAD 83(1986) POSITION- 43 22 17.6    (N) 083 11 07.1    (W)   HD_HELD2
 DN6122* NAVD 88 ORTHO HEIGHT -   248.476 (meters)      815.21  (feet) ADJUSTED
 DN6122  ______________________________________________________________________
 DN6122  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 DN6122  DYNAMIC HEIGHT  -        248.425 (meters)      815.04  (feet) COMP
 DN6122  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DN6122
 DN6122  VERT ORDER      -  SECOND    CLASS I
 DN6122
 DN6122.The horizontal coordinates were established by autonomous hand held GPS
 DN6122.observations and have an estimated accuracy of +/- 10 meters.
 DN6122
 DN6122.The orthometric height was determined by differential leveling and
 DN6122.adjusted by the NATIONAL GEODETIC SURVEY
 DN6122.in October 2019.
 DN6122
 DN6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6122.GEOID18 height accuracy estimate available here.
 DN6122
 DN6122.Click photographs - Photos may exist for this station.
 DN6122
 DN6122.The dynamic height is computed by dividing the NAVD 88
 DN6122.geopotential number by the normal gravity value computed on the
 DN6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6122.degrees latitude (g = 980.6199 gals.).
 DN6122
 DN6122.The modeled gravity was interpolated from observed gravity values.
 DN6122
 DN6122;                    North         East    Units  Estimated Accuracy
 DN6122;SPC MI S     -   208,564.    4,095,738.      MT  (+/- 10 meters HH2 GPS)
 DN6122
 DN6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2295304395(NAD 83)
 DN6122
 DN6122                          SUPERSEDED SURVEY CONTROL
 DN6122
 DN6122  NAVD 88 (04/17/12)  248.391  (m)          814.93   (f) SUPERSEDED  2 1
 DN6122
 DN6122.Superseded values are not recommended for survey control.
 DN6122
 DN6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6122.See file dsdata.pdf to determine how the superseded data were derived.
 DN6122
 DN6122_MARKER: F = FLANGE-ENCASED ROD
 DN6122_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6122_STAMPING: MDOT 79602 2010
 DN6122_MARK LOGO: NONE
 DN6122_PROJECTION: RECESSED 5 CENTIMETERS
 DN6122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6122+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6122_ROD/PIPE-DEPTH: 24.0 meters
 DN6122_SLEEVE-DEPTH  : 1.0 meters
 DN6122
 DN6122  HISTORY     - Date     Condition        Report By
 DN6122  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6122
 DN6122                          STATION DESCRIPTION
 DN6122
 DN6122'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6122'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-SOUTHEAST OF EAST
 DN6122'DAYTON, 3.9 MI (6.3 KM) NORTH OF CLIFFORD AND 3.0 MI (4.8 KM) SOUTH OF
 DN6122'KINGSTON.
 DN6122'
 DN6122'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46, GO EAST
 DN6122'ON M-46 FOR 35.5 MI (57.1 KM) TO KINGSTON ROAD TURN RIGHT ON KINGSTON
 DN6122'ROAD AND GO 2.8 MI (4.5 KM) TO THE STATION ON THE RIGHT, WHICH IS 800
 DN6122'FT (243.8 M) NORTH OF CENTER LINE ROAD.
 DN6122'
 DN6122'THE STATION IS 27 FT (8.2 M) WEST OF THE CENTERLINE OF SOUTH KINGSTON
 DN6122'ROAD, 60 FT (18.3 M) WEST-NORTHWEST OF A FIBER OPTIC MARKER POST, 81
 DN6122'FT (24.7 M) SOUTHEAST OF A 6 INCH (15 CM) POPLAR TREE AND 4.0 FT (1.2
 DN6122'M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6121 ***********************************************************************
 DN6121  DESIGNATION -  79603
 DN6121  PID         -  DN6121
 DN6121  STATE/COUNTY-  MI/TUSCOLA
 DN6121  COUNTRY     -  US
 DN6121  USGS QUAD   -  KINGSTON (2017)
 DN6121
 DN6121                         *CURRENT SURVEY CONTROL
 DN6121  ______________________________________________________________________
 DN6121* NAD 83(1986) POSITION- 43 23 46.9    (N) 083 11 10.6    (W)   HD_HELD2
 DN6121* NAVD 88 ORTHO HEIGHT -   247.222 (meters)      811.09  (feet) ADJUSTED
 DN6121  ______________________________________________________________________
 DN6121  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 DN6121  DYNAMIC HEIGHT  -        247.172 (meters)      810.93  (feet) COMP
 DN6121  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 DN6121
 DN6121  VERT ORDER      -  SECOND    CLASS I
 DN6121
 DN6121.The horizontal coordinates were established by autonomous hand held GPS
 DN6121.observations and have an estimated accuracy of +/- 10 meters.
 DN6121
 DN6121.The orthometric height was determined by differential leveling and
 DN6121.adjusted by the NATIONAL GEODETIC SURVEY
 DN6121.in October 2019.
 DN6121
 DN6121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6121.GEOID18 height accuracy estimate available here.
 DN6121
 DN6121.Click photographs - Photos may exist for this station.
 DN6121
 DN6121.The dynamic height is computed by dividing the NAVD 88
 DN6121.geopotential number by the normal gravity value computed on the
 DN6121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6121.degrees latitude (g = 980.6199 gals.).
 DN6121
 DN6121.The modeled gravity was interpolated from observed gravity values.
 DN6121
 DN6121;                    North         East    Units  Estimated Accuracy
 DN6121;SPC MI S     -   211,318.    4,095,621.      MT  (+/- 10 meters HH2 GPS)
 DN6121
 DN6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2294707152(NAD 83)
 DN6121
 DN6121                          SUPERSEDED SURVEY CONTROL
 DN6121
 DN6121  NAVD 88 (04/17/12)  247.142  (m)          810.83   (f) SUPERSEDED  2 1
 DN6121
 DN6121.Superseded values are not recommended for survey control.
 DN6121
 DN6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6121.See file dsdata.pdf to determine how the superseded data were derived.
 DN6121
 DN6121_MARKER: F = FLANGE-ENCASED ROD
 DN6121_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6121_STAMPING: MDOT 79603 2010
 DN6121_MARK LOGO: NONE
 DN6121_PROJECTION: RECESSED 5 CENTIMETERS
 DN6121_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6121+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6121_ROD/PIPE-DEPTH: 14.8 meters
 DN6121_SLEEVE-DEPTH  : 1.0 meters
 DN6121
 DN6121  HISTORY     - Date     Condition        Report By
 DN6121  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6121
 DN6121                          STATION DESCRIPTION
 DN6121
 DN6121'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6121'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH OF CLIFFORD, 5.1 MI
 DN6121'(8.2 KM) EAST-SOUTHEAST OF EAST DAYTON AND 1.2 MI (1.9 KM) SOUTH OF
 DN6121'KINGSTON.
 DN6121'
 DN6121'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46, GO EAST
 DN6121'ON M-46 FOR 35.5 MI (57.1 KM) TO KINGSTON ROAD TURN RIGHT ON KINGSTON
 DN6121'ROAD AND GO 1.15 MI (1.9 KM) TO THE STATION ON THE RIGHT, WHICH IS 700
 DN6121'FT (213.4 M) SOUTH OF DENHOFF ROAD.
 DN6121'
 DN6121'THE STATION IS 30FT WEST OF THE CENTERLINE OF SOUTH KINGSTON ROAD, 37
 DN6121'FT (11.3 M) NORTH OF A METAL FENCE POST, 95 FT (29.0 M) SOUTH WEST OF
 DN6121'A 10 INCH (25 CM) APPLE TREE AND 2.2 FT (0.7 M) EAST OF A CARSONITE
 DN6121'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6120 ***********************************************************************
 DN6120  DESIGNATION -  79604
 DN6120  PID         -  DN6120
 DN6120  STATE/COUNTY-  MI/TUSCOLA
 DN6120  COUNTRY     -  US
 DN6120  USGS QUAD   -  KINGSTON (2017)
 DN6120
 DN6120                         *CURRENT SURVEY CONTROL
 DN6120  ______________________________________________________________________
 DN6120* NAD 83(2011) POSITION- 43 24 46.68287(N) 083 10 42.14943(W)   ADJUSTED
 DN6120* NAD 83(2011) ELLIP HT-   211.488 (meters)        (12/17/13)   ADJUSTED
 DN6120* NAD 83(2011) EPOCH   -  2010.00
 DN6120* NAVD 88 ORTHO HEIGHT -   245.768 (meters)      806.32  (feet) ADJUSTED
 DN6120  ______________________________________________________________________
 DN6120  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 DN6120  NAD 83(2011) X  -    551,216.077 (meters)                     COMP
 DN6120  NAD 83(2011) Y  - -4,607,843.986 (meters)                     COMP
 DN6120  NAD 83(2011) Z  -  4,361,088.082 (meters)                     COMP
 DN6120  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DN6120  DYNAMIC HEIGHT  -        245.718 (meters)      806.16  (feet) COMP
 DN6120  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 DN6120
 DN6120  VERT ORDER      -  SECOND    CLASS I
 DN6120
 DN6120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6120  Standards:
 DN6120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6120  -------------------------------------------------------------------
 DN6120  NETWORK    0.61   1.53           0.27   0.22   0.78     -0.04298928
 DN6120  -------------------------------------------------------------------
 DN6120  Click here for local accuracies and other accuracy information.
 DN6120
 DN6120.The horizontal coordinates were established by GPS observations
 DN6120.and adjusted by the National Geodetic Survey in December 2013.
 DN6120
 DN6120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6120.been affixed to the stable North American tectonic plate. See 
 DN6120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6120
 DN6120.The horizontal coordinates are valid at the epoch date displayed above
 DN6120.which is a decimal equivalence of Year/Month/Day.
 DN6120
 DN6120.The orthometric height was determined by differential leveling and
 DN6120.adjusted by the NATIONAL GEODETIC SURVEY
 DN6120.in October 2019.
 DN6120
 DN6120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6120.GEOID18 height accuracy estimate available here.
 DN6120
 DN6120.Click photographs - Photos may exist for this station.
 DN6120
 DN6120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6120
 DN6120.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6120
 DN6120.The ellipsoidal height was determined by GPS observations
 DN6120.and is referenced to NAD 83.
 DN6120
 DN6120.The dynamic height is computed by dividing the NAVD 88
 DN6120.geopotential number by the normal gravity value computed on the
 DN6120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6120.degrees latitude (g = 980.6199 gals.).
 DN6120
 DN6120.The modeled gravity was interpolated from observed gravity values.
 DN6120
 DN6120. The following values were computed from the NAD 83(2011) position.
 DN6120
 DN6120;                    North         East     Units Scale Factor Converg.
 DN6120;SPC MI S     -   213,171.591 4,096,234.954   MT  0.99994930   +0 48 31.2
 DN6120;SPC MI S     -   699,381.86 13,439,091.06   iFT  0.99994930   +0 48 31.2
 DN6120;UTM  17      - 4,808,980.496   323,635.570   MT  0.99998262   -1 29 50.9
 DN6120
 DN6120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6120!SPC MI S     -   0.99996684  x   0.99994930  =   0.99991614
 DN6120!UTM  17      -   0.99996684  x   0.99998262  =   0.99994946
 DN6120
 DN6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2363508980(NAD 83)
 DN6120
 DN6120                          SUPERSEDED SURVEY CONTROL
 DN6120
 DN6120  NAVD 88 (12/17/13)  245.75   (m)  GEOID12A model used  GPS OBS        
 DN6120  NAVD 88 (04/17/12)  245.691  (m)          806.07   (f) SUPERSEDED  2 1
 DN6120
 DN6120.Superseded values are not recommended for survey control.
 DN6120
 DN6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6120.See file dsdata.pdf to determine how the superseded data were derived.
 DN6120
 DN6120_MARKER: F = FLANGE-ENCASED ROD
 DN6120_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6120_STAMPING: MDOT 79604 2010
 DN6120_MARK LOGO: MIDT
 DN6120_PROJECTION: RECESSED 5 CENTIMETERS
 DN6120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6120+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 DN6120_ROD/PIPE-DEPTH: 18.3 meters
 DN6120_SLEEVE-DEPTH  : 1.0 meters
 DN6120
 DN6120  HISTORY     - Date     Condition        Report By
 DN6120  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6120  HISTORY     - 20110824 GOOD             MIDT
 DN6120  HISTORY     - 20200805 GOOD             MIDT
 DN6120  HISTORY     - 20250729 GOOD             MIDT
 DN6120
 DN6120                          STATION DESCRIPTION
 DN6120
 DN6120'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6120'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DN6120'DAYTON, 5.4 MI (8.7 KM) EAST OF EAST DAYTON AND IN THE TOWN OF
 DN6120'KINGSTON, MI.
 DN6120'
 DN6120'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, HEAD EAST ON M-46 FOR
 DN6120'APPROXIMATELY 36 MI (57.9 KM) TO THE INTERSECTION OF M-46 AND
 DN6120'WASHINGTON STREET.  CONTINUE ON M-46 FOR 0.4 MI (0.6 KM) TO THE
 DN6120'STATION ON THE RIGHT.  THE STATION IS APPROXIMATELY 900 FT (274.3 M)
 DN6120'EAST OF THE INTERSECTION OF M-46 AND SANILAC ROAD ROAD AND LINDEN ST.
 DN6120'
 DN6120'THE STATION IS 46 FT (14.0 M) SOUTH OF THE CENTERLINE OF M-46 AND
 DN6120'SANILAC ROAD, 64 FT (19.5 M) WEST OF THE CENTERLINE OF GRAVEL DRIVE,
 DN6120'270 FT (82.3 M) EAST OF THE CENTERLINE OF GRAVEL DRIVE, 256 FT (78.0
 DN6120'M) EAST OF A POWER POLE, 2.1 FT (0.6 M) NORTH OF CARSONITE WITNESS
 DN6120'POST.
 DN6120
 DN6120                          STATION RECOVERY (2011)
 DN6120
 DN6120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6120'RECOVERED AS DESCRIBED BY AWS.
 DN6120
 DN6120                          STATION RECOVERY (2020)
 DN6120
 DN6120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6120'RECOVERED IN GOOD CONDITION.
 DN6120
 DN6120                          STATION RECOVERY (2025)
 DN6120
 DN6120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6120'WITNESS POST IS BROKEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6119 ***********************************************************************
 DN6119  DESIGNATION -  79605
 DN6119  PID         -  DN6119
 DN6119  STATE/COUNTY-  MI/TUSCOLA
 DN6119  COUNTRY     -  US
 DN6119  USGS QUAD   -  KINGSTON (2017)
 DN6119
 DN6119                         *CURRENT SURVEY CONTROL
 DN6119  ______________________________________________________________________
 DN6119* NAD 83(1986) POSITION- 43 24 46.2    (N) 083 12 20.2    (W)   HD_HELD2
 DN6119* NAVD 88 ORTHO HEIGHT -   248.294 (meters)      814.61  (feet) ADJUSTED
 DN6119  ______________________________________________________________________
 DN6119  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 DN6119  DYNAMIC HEIGHT  -        248.244 (meters)      814.45  (feet) COMP
 DN6119  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DN6119
 DN6119  VERT ORDER      -  SECOND    CLASS I
 DN6119
 DN6119.The horizontal coordinates were established by autonomous hand held GPS
 DN6119.observations and have an estimated accuracy of +/- 10 meters.
 DN6119
 DN6119.The orthometric height was determined by differential leveling and
 DN6119.adjusted by the NATIONAL GEODETIC SURVEY
 DN6119.in October 2019.
 DN6119
 DN6119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6119.GEOID18 height accuracy estimate available here.
 DN6119
 DN6119.Click photographs - Photos may exist for this station.
 DN6119
 DN6119.The dynamic height is computed by dividing the NAVD 88
 DN6119.geopotential number by the normal gravity value computed on the
 DN6119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6119.degrees latitude (g = 980.6199 gals.).
 DN6119
 DN6119.The modeled gravity was interpolated from observed gravity values.
 DN6119
 DN6119;                    North         East    Units  Estimated Accuracy
 DN6119;SPC MI S     -   213,126.    4,094,030.      MT  (+/- 10 meters HH2 GPS)
 DN6119
 DN6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2143009023(NAD 83)
 DN6119
 DN6119                          SUPERSEDED SURVEY CONTROL
 DN6119
 DN6119  NAVD 88 (04/17/12)  248.221  (m)          814.37   (f) SUPERSEDED  2 1
 DN6119
 DN6119.Superseded values are not recommended for survey control.
 DN6119
 DN6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6119.See file dsdata.pdf to determine how the superseded data were derived.
 DN6119
 DN6119_MARKER: F = FLANGE-ENCASED ROD
 DN6119_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6119_STAMPING: MDOT 79605 2010
 DN6119_MARK LOGO: NONE
 DN6119_PROJECTION: RECESSED 8 CENTIMETERS
 DN6119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6119+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6119_ROD/PIPE-DEPTH: 16.8 meters
 DN6119_SLEEVE-DEPTH  : 1.0 meters
 DN6119
 DN6119  HISTORY     - Date     Condition        Report By
 DN6119  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6119
 DN6119                          STATION DESCRIPTION
 DN6119
 DN6119'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6119'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF DAYTON, 4.0
 DN6119'MI (6.4 KM) EAST OF EAST DAYTON AND 1.0 MI (1.6 KM) WEST OF KINGSTON.
 DN6119'
 DN6119'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46, GO EAST
 DN6119'ON M-46 FOR 34.5 MI (55.5 KM) TO PHILLIPS ROAD AND THE STATION ON THE
 DN6119'LEFT.
 DN6119'
 DN6119'THE STATION IS 58 FT (17.7 M) NORTH OF THE CENTERLINE OF M-46, 76 FT
 DN6119'(23.2 M) EAST OF THE CENTERLINE OF PHILLIPS ROAD, 89 FT (27.1 M) SOUTH
 DN6119'OF A POWER POLE AND 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6118 ***********************************************************************
 DN6118  DESIGNATION -  79606
 DN6118  PID         -  DN6118
 DN6118  STATE/COUNTY-  MI/TUSCOLA
 DN6118  COUNTRY     -  US
 DN6118  USGS QUAD   -  KINGSTON (2017)
 DN6118
 DN6118                         *CURRENT SURVEY CONTROL
 DN6118  ______________________________________________________________________
 DN6118* NAD 83(1986) POSITION- 43 24 42.1    (N) 083 14 06.7    (W)   HD_HELD2
 DN6118* NAVD 88 ORTHO HEIGHT -   247.114 (meters)      810.74  (feet) ADJUSTED
 DN6118  ______________________________________________________________________
 DN6118  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 DN6118  DYNAMIC HEIGHT  -        247.065 (meters)      810.58  (feet) COMP
 DN6118  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DN6118
 DN6118  VERT ORDER      -  SECOND    CLASS I
 DN6118
 DN6118.The horizontal coordinates were established by autonomous hand held GPS
 DN6118.observations and have an estimated accuracy of +/- 10 meters.
 DN6118
 DN6118.The orthometric height was determined by differential leveling and
 DN6118.adjusted by the NATIONAL GEODETIC SURVEY
 DN6118.in October 2019.
 DN6118
 DN6118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6118.GEOID18 height accuracy estimate available here.
 DN6118
 DN6118.Click photographs - Photos may exist for this station.
 DN6118
 DN6118.The dynamic height is computed by dividing the NAVD 88
 DN6118.geopotential number by the normal gravity value computed on the
 DN6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6118.degrees latitude (g = 980.6199 gals.).
 DN6118
 DN6118.The modeled gravity was interpolated from observed gravity values.
 DN6118
 DN6118;                    North         East    Units  Estimated Accuracy
 DN6118;SPC MI S     -   212,967.    4,091,636.      MT  (+/- 10 meters HH2 GPS)
 DN6118
 DN6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1903108960(NAD 83)
 DN6118
 DN6118                          SUPERSEDED SURVEY CONTROL
 DN6118
 DN6118  NAVD 88 (04/17/12)  247.046  (m)          810.52   (f) SUPERSEDED  2 1
 DN6118
 DN6118.Superseded values are not recommended for survey control.
 DN6118
 DN6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6118.See file dsdata.pdf to determine how the superseded data were derived.
 DN6118
 DN6118_MARKER: F = FLANGE-ENCASED ROD
 DN6118_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6118_STAMPING: MDOT 79606 2010
 DN6118_MARK LOGO: NONE
 DN6118_PROJECTION: RECESSED 5 CENTIMETERS
 DN6118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6118+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6118_ROD/PIPE-DEPTH: 6.6 meters
 DN6118_SLEEVE-DEPTH  : 1.0 meters
 DN6118
 DN6118  HISTORY     - Date     Condition        Report By
 DN6118  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6118
 DN6118                          STATION DESCRIPTION
 DN6118
 DN6118'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6118'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF DAYTON, 2.5
 DN6118'MI (4.0 KM) EAST OF EAST DAYTON AND 2.5 MI (4.0 KM) WEST OF KINGSTON.
 DN6118'
 DN6118'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6118'33.0 MI (53.1 KM) TO SHAW ROAD AND THE STATION ON THE RIGHT.
 DN6118'
 DN6118'THE STATION IS 100FT SOUTH OF THE CENTERLINE OF M-46, 125 FT (38.1 M)
 DN6118'EAST OF THE CENTERLINE OF SHAW ROAD, 107 FT (32.6 M) EAST OF THE TOP
 DN6118'OF A CONCRETE CULVERT HEADWALL, 179 FT (54.6 M) NORTHEAST OF A POWER
 DN6118'POLE AND 2.6 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6117 ***********************************************************************
 DN6117  DESIGNATION -  79607
 DN6117  PID         -  DN6117
 DN6117  STATE/COUNTY-  MI/TUSCOLA
 DN6117  COUNTRY     -  US
 DN6117  USGS QUAD   -  EAST DAYTON (2017)
 DN6117
 DN6117                         *CURRENT SURVEY CONTROL
 DN6117  ______________________________________________________________________
 DN6117* NAD 83(1986) POSITION- 43 24 41.24   (N) 083 15 56.85   (W)   HD_HELD1
 DN6117* NAVD 88 ORTHO HEIGHT -   249.541 (meters)      818.70  (feet) ADJUSTED
 DN6117  ______________________________________________________________________
 DN6117  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 DN6117  DYNAMIC HEIGHT  -        249.491 (meters)      818.54  (feet) COMP
 DN6117  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 DN6117
 DN6117  VERT ORDER      -  SECOND    CLASS I
 DN6117
 DN6117.The horizontal coordinates were determined by differentially corrected
 DN6117.hand held GPS observations or other comparable positioning techniques
 DN6117.and have an estimated accuracy of +/- 3 meters.
 DN6117
 DN6117.The orthometric height was determined by differential leveling and
 DN6117.adjusted by the NATIONAL GEODETIC SURVEY
 DN6117.in October 2019.
 DN6117
 DN6117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6117.GEOID18 height accuracy estimate available here.
 DN6117
 DN6117.Click photographs - Photos may exist for this station.
 DN6117
 DN6117.The dynamic height is computed by dividing the NAVD 88
 DN6117.geopotential number by the normal gravity value computed on the
 DN6117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6117.degrees latitude (g = 980.6199 gals.).
 DN6117
 DN6117.The modeled gravity was interpolated from observed gravity values.
 DN6117
 DN6117;                    North         East    Units  Estimated Accuracy
 DN6117;SPC MI S     -   212,907.4   4,089,158.0     MT  (+/- 3 meters HH1 GPS) 
 DN6117
 DN6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1655309001(NAD 83)
 DN6117
 DN6117                          SUPERSEDED SURVEY CONTROL
 DN6117
 DN6117  NAVD 88 (04/17/12)  249.477  (m)          818.49   (f) SUPERSEDED  2 1
 DN6117
 DN6117.Superseded values are not recommended for survey control.
 DN6117
 DN6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6117.See file dsdata.pdf to determine how the superseded data were derived.
 DN6117
 DN6117_MARKER: F = FLANGE-ENCASED ROD
 DN6117_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6117_STAMPING: MDOT 79607 2010
 DN6117_PROJECTION: RECESSED 5 CENTIMETERS
 DN6117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6117+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 DN6117_ROD/PIPE-DEPTH: 18.5 meters
 DN6117_SLEEVE-DEPTH  : 1.0 meters
 DN6117
 DN6117  HISTORY     - Date     Condition        Report By
 DN6117  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6117  HISTORY     - 20200805 GOOD             MIDT
 DN6117
 DN6117                          STATION DESCRIPTION
 DN6117
 DN6117'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6117'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF KINGSTON, 3.6 MI
 DN6117'(5.8 KM) SOUTH-SOUTHEAST OF DAYTON AND 1.0 MI (1.6 KM) EAST OF EAST
 DN6117'DAYTON.
 DN6117'
 DN6117'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND M-46, GO EAST
 DN6117'ON M-46 FOR 25.6 MI (41.2 KM) TO M-24.  CONTINUE EAST ON M-46 FOR 5.9
 DN6117'MI (9.5 KM) TO PLAIN ROAD AND THE STATION ON THE LEFT.
 DN6117'
 DN6117'THE STATION IS 60 FT (18.3 M) NORTH OF THE CENTERLINE OF M-46, 87 FT
 DN6117'(26.5 M) WEST OF THE CENTERLINE OF PLAIN ROAD IN THE CLEAR VISION
 DN6117'AREA, 66 FT (20.1 M) WEST OF A STOP SIGN, 76 FT (23.2 M) EAST OF A
 DN6117'POWER POLE AND 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST.
 DN6117
 DN6117                          STATION RECOVERY (2020)
 DN6117
 DN6117'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6116 ***********************************************************************
 DN6116  DESIGNATION -  79608
 DN6116  PID         -  DN6116
 DN6116  STATE/COUNTY-  MI/TUSCOLA
 DN6116  COUNTRY     -  US
 DN6116  USGS QUAD   -  EAST DAYTON (2017)
 DN6116
 DN6116                         *CURRENT SURVEY CONTROL
 DN6116  ______________________________________________________________________
 DN6116* NAD 83(1986) POSITION- 43 24 39.2    (N) 083 17 08.5    (W)   HD_HELD2
 DN6116* NAVD 88 ORTHO HEIGHT -   247.880 (meters)      813.25  (feet) ADJUSTED
 DN6116  ______________________________________________________________________
 DN6116  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 DN6116  DYNAMIC HEIGHT  -        247.830 (meters)      813.09  (feet) COMP
 DN6116  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DN6116
 DN6116  VERT ORDER      -  SECOND    CLASS I
 DN6116
 DN6116.The horizontal coordinates were established by autonomous hand held GPS
 DN6116.observations and have an estimated accuracy of +/- 10 meters.
 DN6116
 DN6116.The orthometric height was determined by differential leveling and
 DN6116.adjusted by the NATIONAL GEODETIC SURVEY
 DN6116.in October 2019.
 DN6116
 DN6116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6116.GEOID18 height accuracy estimate available here.
 DN6116
 DN6116.Click photographs - Photos may exist for this station.
 DN6116
 DN6116.The dynamic height is computed by dividing the NAVD 88
 DN6116.geopotential number by the normal gravity value computed on the
 DN6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6116.degrees latitude (g = 980.6199 gals.).
 DN6116
 DN6116.The modeled gravity was interpolated from observed gravity values.
 DN6116
 DN6116;                    North         East    Units  Estimated Accuracy
 DN6116;SPC MI S     -   212,824.    4,087,547.      MT  (+/- 10 meters HH2 GPS)
 DN6116
 DN6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1494008982(NAD 83)
 DN6116
 DN6116                          SUPERSEDED SURVEY CONTROL
 DN6116
 DN6116  NAVD 88 (04/17/12)  247.818  (m)          813.05   (f) SUPERSEDED  2 1
 DN6116
 DN6116.Superseded values are not recommended for survey control.
 DN6116
 DN6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6116.See file dsdata.pdf to determine how the superseded data were derived.
 DN6116
 DN6116_MARKER: F = FLANGE-ENCASED ROD
 DN6116_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6116_STAMPING: MDOT 79608 2010
 DN6116_MARK LOGO: NONE
 DN6116_PROJECTION: RECESSED 5 CENTIMETERS
 DN6116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6116+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6116_ROD/PIPE-DEPTH: 18.1 meters
 DN6116_SLEEVE-DEPTH  : 1.0 meters
 DN6116
 DN6116  HISTORY     - Date     Condition        Report By
 DN6116  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6116
 DN6116                          STATION DESCRIPTION
 DN6116
 DN6116'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6116'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF KINGSTON, 3.5 MI
 DN6116'(5.6 KM) SOUTH OF DAYTON AND IN THE TOWN OF EAST DAYTON, MI.
 DN6116'
 DN6116'TO REACH FROM THE INTERSECTION OF I-75 AND M-46 GO EAST ON M-46 FOR
 DN6116'25.6 MI (41.2 KM) TO M-24.  CONTINUE EAST ON M-46 FOR 5.0 MI (8.0 KM)
 DN6116'TO HURDS CORNER ROAD AND THE STATION ON THE LEFT.
 DN6116'
 DN6116'THE STATION IS 95 FT (29.0 M) NORTH OF THE CENTERLINE OF M-46, 84 FT
 DN6116'(25.6 M) WEST OF THE CENTERLINE OF HURDS CORNER ROAD, 78 FT (23.8 M)
 DN6116'WEST OF A SECTION CORNER IN HURDS CORNER ROAD, 59 FT (18.0 M)
 DN6116'NORTHWEST OF A STOP SIGN AND 2.7 FT (0.8 M) SOUTH OF A CARSONITE
 DN6116'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6115 ***********************************************************************
 DN6115  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6115  DESIGNATION -  79609
 DN6115  PID         -  DN6115
 DN6115  STATE/COUNTY-  MI/TUSCOLA
 DN6115  COUNTRY     -  US
 DN6115  USGS QUAD   -  EAST DAYTON (2017)
 DN6115
 DN6115                         *CURRENT SURVEY CONTROL
 DN6115  ______________________________________________________________________
 DN6115* NAD 83(2011) POSITION- 43 24 37.24228(N) 083 18 43.60570(W)   ADJUSTED
 DN6115* NAD 83(2011) ELLIP HT-   198.259 (meters)        (12/17/13)   ADJUSTED
 DN6115* NAD 83(2011) EPOCH   -  2010.00
 DN6115* NAVD 88 ORTHO HEIGHT -   232.48  (meters)      762.7   (feet) GPS OBS
 DN6115  ______________________________________________________________________
 DN6115  GEOID HEIGHT    -        -34.217 (meters)                     GEOID18
 DN6115  NAD 83(2011) X  -    540,481.313 (meters)                     COMP
 DN6115  NAD 83(2011) Y  - -4,609,307.387 (meters)                     COMP
 DN6115  NAD 83(2011) Z  -  4,360,867.337 (meters)                     COMP
 DN6115  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DN6115
 DN6115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6115  Standards:
 DN6115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6115  -------------------------------------------------------------------
 DN6115  NETWORK    0.54   1.59           0.22   0.22   0.81     -0.05516925
 DN6115  -------------------------------------------------------------------
 DN6115  Click here for local accuracies and other accuracy information.
 DN6115
 DN6115.The horizontal coordinates were established by GPS observations
 DN6115.and adjusted by the National Geodetic Survey in December 2013.
 DN6115
 DN6115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6115.been affixed to the stable North American tectonic plate. See 
 DN6115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6115
 DN6115.The horizontal coordinates are valid at the epoch date displayed above
 DN6115.which is a decimal equivalence of Year/Month/Day.
 DN6115
 DN6115.The orthometric height was determined by GPS observations and a
 DN6115.high-resolution geoid model using precise GPS observation and
 DN6115.processing techniques.
 DN6115
 DN6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6115.GEOID18 height accuracy estimate available here.
 DN6115
 DN6115.Click photographs - Photos may exist for this station.
 DN6115
 DN6115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6115
 DN6115.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6115
 DN6115.The ellipsoidal height was determined by GPS observations
 DN6115.and is referenced to NAD 83.
 DN6115
 DN6115. The following values were computed from the NAD 83(2011) position.
 DN6115
 DN6115;                    North         East     Units Scale Factor Converg.
 DN6115;SPC MI S     -   212,736.015 4,085,408.317   MT  0.99994888   +0 43 03.6
 DN6115;SPC MI S     -   697,952.81 13,403,570.59   iFT  0.99994888   +0 43 03.6
 DN6115;UTM  17      - 4,808,981.010   312,799.552   MT  1.00003109   -1 35 21.8
 DN6115
 DN6115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6115!SPC MI S     -   0.99996891  x   0.99994888  =   0.99991779
 DN6115!UTM  17      -   0.99996891  x   1.00003109  =   1.00000000
 DN6115
 DN6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1279908981(NAD 83)
 DN6115
 DN6115                          SUPERSEDED SURVEY CONTROL
 DN6115
 DN6115  NAVD 88 (10/01/19)  232.544  (m)          762.94   (f) ADJUSTED    2 1
 DN6115  NAVD 88 (04/17/12)  232.484  (m)          762.74   (f) SUPERSEDED  2 1
 DN6115
 DN6115.Superseded values are not recommended for survey control.
 DN6115
 DN6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6115.See file dsdata.pdf to determine how the superseded data were derived.
 DN6115
 DN6115_MARKER: F = FLANGE-ENCASED ROD
 DN6115_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6115_STAMPING: MDOT 79609 2010
 DN6115_MARK LOGO: MIDT
 DN6115_PROJECTION: RECESSED 5 CENTIMETERS
 DN6115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6115+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 DN6115_ROD/PIPE-DEPTH: 11.9 meters
 DN6115_SLEEVE-DEPTH  : 1.0 meters
 DN6115
 DN6115  HISTORY     - Date     Condition        Report By
 DN6115  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6115  HISTORY     - 20110824 GOOD             MIDT
 DN6115  HISTORY     - 20200811 GOOD             MIDT
 DN6115  HISTORY     - 20220927 GOOD             NV5GEO
 DN6115  HISTORY     - 20250729 GOOD             MIDT
 DN6115
 DN6115                          STATION DESCRIPTION
 DN6115
 DN6115'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6115'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHEAST OF
 DN6115'MAYVILLE, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF DAYTON AND 1.3 MI (2.1
 DN6115'KM) WEST OF EAST DAYTON.
 DN6115'
 DN6115'TO REACH FROM THE INTERSECTION OF I-75 AND M-46 HEAD EAST ON M-46 FOR
 DN6115'APPROXIMATELY 30.0 MI (48.3 KM) TO THE INTERSECTION OF M-46/E.
 DN6115'SANILAC ROAD AND LEE HILL ROAD.  THE STATION IS APPROXIMATELY 850 FT
 DN6115'(259.1 M) PAST THE INTERSECTION AND ON THE RIGHT.
 DN6115'
 DN6115'THE STATION IS 51 FT (15.5 M) SOUTH OF THE CENTERLINE OF M-46.  180 FT
 DN6115'(54.9 M) WEST OF WEST END OF 24 INCH (61 CM) CORRUGATED METAL CULVERT.
 DN6115'20 FT (6.1 M) NORTH OF THE CENTERLINE OF DRAINAGE DITCH.  221 FT (67.4
 DN6115'M) WEST OF AN ACCESS DRIVE TO FIELD, 2.0 FT (0.6 M) NORTH OF CARSONITE
 DN6115'WITNESS POST.
 DN6115
 DN6115                          STATION RECOVERY (2011)
 DN6115
 DN6115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6115'RECOVERED IN GOOD CONDITION.
 DN6115
 DN6115                          STATION RECOVERY (2020)
 DN6115
 DN6115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6115'RECOVERED IN GOOD CONDITION.
 DN6115
 DN6115                          STATION RECOVERY (2022)
 DN6115
 DN6115'RECOVERY NOTE BY NV5 GEOSPATIAL 2022 (CPF)
 DN6115'RECOVERED AS DESCRIBED.
 DN6115
 DN6115                          STATION RECOVERY (2025)
 DN6115
 DN6115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DN6115'WITNESS POST IS NO LONGER STANDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6114 ***********************************************************************
 DN6114  DESIGNATION -  79610
 DN6114  PID         -  DN6114
 DN6114  STATE/COUNTY-  MI/TUSCOLA
 DN6114  COUNTRY     -  US
 DN6114  USGS QUAD   -  EAST DAYTON (2017)
 DN6114
 DN6114                         *CURRENT SURVEY CONTROL
 DN6114  ______________________________________________________________________
 DN6114* NAD 83(1986) POSITION- 43 24 36.1    (N) 083 20 38.2    (W)   HD_HELD2
 DN6114* NAVD 88 ORTHO HEIGHT -   243.079 (meters)      797.50  (feet) ADJUSTED
 DN6114  ______________________________________________________________________
 DN6114  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 DN6114  DYNAMIC HEIGHT  -        243.029 (meters)      797.34  (feet) COMP
 DN6114  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 DN6114
 DN6114  VERT ORDER      -  SECOND    CLASS I
 DN6114
 DN6114.The horizontal coordinates were established by autonomous hand held GPS
 DN6114.observations and have an estimated accuracy of +/- 10 meters.
 DN6114
 DN6114.The orthometric height was determined by differential leveling and
 DN6114.adjusted by the NATIONAL GEODETIC SURVEY
 DN6114.in October 2019.
 DN6114
 DN6114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6114.GEOID18 height accuracy estimate available here.
 DN6114
 DN6114.Click photographs - Photos may exist for this station.
 DN6114
 DN6114.The dynamic height is computed by dividing the NAVD 88
 DN6114.geopotential number by the normal gravity value computed on the
 DN6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6114.degrees latitude (g = 980.6199 gals.).
 DN6114
 DN6114.The modeled gravity was interpolated from observed gravity values.
 DN6114
 DN6114;                    North         East    Units  Estimated Accuracy
 DN6114;SPC MI S     -   212,669.    4,082,831.      MT  (+/- 10 meters HH2 GPS)
 DN6114
 DN6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1022109017(NAD 83)
 DN6114
 DN6114                          SUPERSEDED SURVEY CONTROL
 DN6114
 DN6114  NAVD 88 (04/17/12)  243.024  (m)          797.32   (f) SUPERSEDED  2 1
 DN6114
 DN6114.Superseded values are not recommended for survey control.
 DN6114
 DN6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6114.See file dsdata.pdf to determine how the superseded data were derived.
 DN6114
 DN6114_MARKER: F = FLANGE-ENCASED ROD
 DN6114_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6114_STAMPING: MDOT 79610 2010
 DN6114_MARK LOGO: NONE
 DN6114_PROJECTION: RECESSED 5 CENTIMETERS
 DN6114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6114+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6114_ROD/PIPE-DEPTH: 9.1 meters
 DN6114_SLEEVE-DEPTH  : 1.0 meters
 DN6114
 DN6114  HISTORY     - Date     Condition        Report By
 DN6114  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6114
 DN6114                          STATION DESCRIPTION
 DN6114
 DN6114'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6114'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF MAYVILLE, 4.6 MI
 DN6114'(7.4 KM) SOUTHWEST OF DAYTON AND 3.0 MI (4.8 KM) WEST OF EAST DAYTON.
 DN6114'
 DN6114'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6114'25.6 MI (41.2 KM) TO M-24.  CONTINUE ON M-46 EAST FOR 2.0 MI (3.2 KM)
 DN6114'TO CAT LAKE ROAD AND STATION ON THE LEFT.
 DN6114'
 DN6114'THE STATION IS 101 FT (30.8 M) NORTH OF THE CENTERLINE OF M-46, 63FT
 DN6114'EAST OF THE CENTERLINE OF CAT LAKE ROAD IN THE CLEAR VISION AREA, 63
 DN6114'FT (19.2 M) EAST OF A SECTION CORNER IN CENTER OF CAT LAKE ROAD, 97 FT
 DN6114'(29.6 M) NORTHEAST OF A STOP SIGN, 51 FT (15.5 M) SOUTHEAST OF A CABLE
 DN6114'BOX, 22FT SOUTH OF A FENCE AND 2.8FT SOUTHWEST OF A CARSONITE WITNESS
 DN6114'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6112 ***********************************************************************
 DN6112  DESIGNATION -  79611
 DN6112  PID         -  DN6112
 DN6112  STATE/COUNTY-  MI/TUSCOLA
 DN6112  COUNTRY     -  US
 DN6112  USGS QUAD   -  CARO (2017)
 DN6112
 DN6112                         *CURRENT SURVEY CONTROL
 DN6112  ______________________________________________________________________
 DN6112* NAD 83(1986) POSITION- 43 24 32.8    (N) 083 24 15.3    (W)   HD_HELD2
 DN6112* NAVD 88 ORTHO HEIGHT -   221.318 (meters)      726.11  (feet) ADJUSTED
 DN6112  ______________________________________________________________________
 DN6112  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 DN6112  DYNAMIC HEIGHT  -        221.273 (meters)      725.96  (feet) COMP
 DN6112  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 DN6112
 DN6112  VERT ORDER      -  SECOND    CLASS I
 DN6112
 DN6112.The horizontal coordinates were established by autonomous hand held GPS
 DN6112.observations and have an estimated accuracy of +/- 10 meters.
 DN6112
 DN6112.The orthometric height was determined by differential leveling and
 DN6112.adjusted by the NATIONAL GEODETIC SURVEY
 DN6112.in October 2019.
 DN6112
 DN6112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6112.GEOID18 height accuracy estimate available here.
 DN6112
 DN6112.Click photographs - Photos may exist for this station.
 DN6112
 DN6112.The dynamic height is computed by dividing the NAVD 88
 DN6112.geopotential number by the normal gravity value computed on the
 DN6112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6112.degrees latitude (g = 980.6199 gals.).
 DN6112
 DN6112.The modeled gravity was interpolated from observed gravity values.
 DN6112
 DN6112;                    North         East    Units  Estimated Accuracy
 DN6112;SPC MI S     -   212,510.    4,077,948.      MT  (+/- 10 meters HH2 GPS)
 DN6112
 DN6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0533509055(NAD 83)
 DN6112
 DN6112                          SUPERSEDED SURVEY CONTROL
 DN6112
 DN6112  NAVD 88 (04/17/12)  221.271  (m)          725.95   (f) SUPERSEDED  2 1
 DN6112
 DN6112.Superseded values are not recommended for survey control.
 DN6112
 DN6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6112.See file dsdata.pdf to determine how the superseded data were derived.
 DN6112
 DN6112_MARKER: F = FLANGE-ENCASED ROD
 DN6112_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6112_STAMPING: MDOT 79611 2010
 DN6112_MARK LOGO: NONE
 DN6112_PROJECTION: RECESSED 8 CENTIMETERS
 DN6112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6112+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN6112_ROD/PIPE-DEPTH: 6.7 meters
 DN6112_SLEEVE-DEPTH  : 1.0 meters
 DN6112
 DN6112  HISTORY     - Date     Condition        Report By
 DN6112  HISTORY     - 20100823 MONUMENTED       MIDT
 DN6112
 DN6112                          STATION DESCRIPTION
 DN6112
 DN6112'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6112'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF CARO, 5.6 MI
 DN6112'(9.0 KM) NORTH-NORTHWEST OF MAYVILLE AND 5.0 MI (8.0 KM) NORTHEAST OF
 DN6112'JUNIATA.
 DN6112'
 DN6112'TO REACH FROM THE INTERSECTION OF I-75 AND M-46 GO EAST ON M-46 FOR
 DN6112'24.6 MI (39.6 KM) TO WIRE LINE ROAD AND STATION ON THE LEFT.
 DN6112'
 DN6112'THE STATION IS 118 FT (36.0 M) NORTH OF THE CENTERLINE OF M-46, 82 FT
 DN6112'(25.0 M) WEST OF THE CENTERLINE OF WIRE LINE ROAD IN THE CLEAR VISION
 DN6112'AREA, 400 FT (121.9 M) EAST OF 1540 WEST SANILAC ROAD, 65 FT (19.8 M)
 DN6112'SOUTHWEST OF A POWER POLE, 85 FT (25.9 M) NORTHWEST OF A STOP SIGN,
 DN6112'64FT NORTHEAST OF A POWER POLE AND 3.3 FT (1.0 M) SOUTH OF A CARSONITE
 DN6112'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6111 ***********************************************************************
 DN6111  DESIGNATION -  79612
 DN6111  PID         -  DN6111
 DN6111  STATE/COUNTY-  MI/TUSCOLA
 DN6111  COUNTRY     -  US
 DN6111  USGS QUAD   -  CARO (2017)
 DN6111
 DN6111                         *CURRENT SURVEY CONTROL
 DN6111  ______________________________________________________________________
 DN6111* NAD 83(1986) POSITION- 43 24 31.4    (N) 083 25 25.9    (W)   HD_HELD2
 DN6111* NAVD 88 ORTHO HEIGHT -   214.613 (meters)      704.11  (feet) ADJUSTED
 DN6111  ______________________________________________________________________
 DN6111  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 DN6111  DYNAMIC HEIGHT  -        214.570 (meters)      703.97  (feet) COMP
 DN6111  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 DN6111
 DN6111  VERT ORDER      -  SECOND    CLASS I
 DN6111
 DN6111.The horizontal coordinates were established by autonomous hand held GPS
 DN6111.observations and have an estimated accuracy of +/- 10 meters.
 DN6111
 DN6111.The orthometric height was determined by differential leveling and
 DN6111.adjusted by the NATIONAL GEODETIC SURVEY
 DN6111.in October 2019.
 DN6111
 DN6111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6111.GEOID18 height accuracy estimate available here.
 DN6111
 DN6111.Click photographs - Photos may exist for this station.
 DN6111
 DN6111.The dynamic height is computed by dividing the NAVD 88
 DN6111.geopotential number by the normal gravity value computed on the
 DN6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6111.degrees latitude (g = 980.6199 gals.).
 DN6111
 DN6111.The modeled gravity was interpolated from observed gravity values.
 DN6111
 DN6111;                    North         East    Units  Estimated Accuracy
 DN6111;SPC MI S     -   212,448.    4,076,360.      MT  (+/- 10 meters HH2 GPS)
 DN6111
 DN6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0374609057(NAD 83)
 DN6111
 DN6111                          SUPERSEDED SURVEY CONTROL
 DN6111
 DN6111  NAVD 88 (04/17/12)  214.569  (m)          703.97   (f) SUPERSEDED  2 1
 DN6111
 DN6111.Superseded values are not recommended for survey control.
 DN6111
 DN6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6111.See file dsdata.pdf to determine how the superseded data were derived.
 DN6111
 DN6111_MARKER: F = FLANGE-ENCASED ROD
 DN6111_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6111_STAMPING: MDOT 79612 2010
 DN6111_MARK LOGO: NONE
 DN6111_PROJECTION: RECESSED 8 CENTIMETERS
 DN6111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6111+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN6111_ROD/PIPE-DEPTH: 21.6 meters
 DN6111_SLEEVE-DEPTH  : 1.0 meters
 DN6111
 DN6111  HISTORY     - Date     Condition        Report By
 DN6111  HISTORY     - 20100824 MONUMENTED       MIDT
 DN6111
 DN6111                          STATION DESCRIPTION
 DN6111
 DN6111'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6111'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF MAYVILLE,
 DN6111'5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF CARO AND 4.5 MI (7.2 KM)
 DN6111'NORTH-NORTHEAST OF JUNIATA.
 DN6111'
 DN6111'TO REACH FROM THE INTERSECTION OF I-75 AND M-46 GO EAST ON M-46 FOR
 DN6111'11.1 MI (17.9 KM) TO M-15.  CONTINUE EAST ON M-46 FOR 12.5 MI (20.1
 DN6111'KM) TO LEIX ROAD AND STATION ON THE LEFT.
 DN6111'
 DN6111'IT IS 123 FT (37.5 M) EAST OF A POWER POLE, 109 FT (33.2 M) EAST OF A
 DN6111'BURIED CABLE BOX, 105 FT (32.0 M) NORTH OF THE CENTERLINE OF M-46, 90
 DN6111'FT (27.4 M) WEST OF LEIX ROAD IN CLEAR VISION AREA AND 86 FT (26.2 M)
 DN6111'NORTHWEST OF A STOP SIGN AND 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DN6111'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6110 ***********************************************************************
 DN6110  DESIGNATION -  79613
 DN6110  PID         -  DN6110
 DN6110  STATE/COUNTY-  MI/TUSCOLA
 DN6110  COUNTRY     -  US
 DN6110  USGS QUAD   -  CARO (2017)
 DN6110
 DN6110                         *CURRENT SURVEY CONTROL
 DN6110  ______________________________________________________________________
 DN6110* NAD 83(1986) POSITION- 43 24 27.6    (N) 083 27 10.8    (W)   HD_HELD2
 DN6110* NAVD 88 ORTHO HEIGHT -   208.016 (meters)      682.47  (feet) ADJUSTED
 DN6110  ______________________________________________________________________
 DN6110  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 DN6110  DYNAMIC HEIGHT  -        207.974 (meters)      682.33  (feet) COMP
 DN6110  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 DN6110
 DN6110  VERT ORDER      -  SECOND    CLASS I
 DN6110
 DN6110.The horizontal coordinates were established by autonomous hand held GPS
 DN6110.observations and have an estimated accuracy of +/- 10 meters.
 DN6110
 DN6110.The orthometric height was determined by differential leveling and
 DN6110.adjusted by the NATIONAL GEODETIC SURVEY
 DN6110.in October 2019.
 DN6110
 DN6110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6110.GEOID18 height accuracy estimate available here.
 DN6110
 DN6110.Click photographs - Photos may exist for this station.
 DN6110
 DN6110.The dynamic height is computed by dividing the NAVD 88
 DN6110.geopotential number by the normal gravity value computed on the
 DN6110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6110.degrees latitude (g = 980.6199 gals.).
 DN6110
 DN6110.The modeled gravity was interpolated from observed gravity values.
 DN6110
 DN6110;                    North         East    Units  Estimated Accuracy
 DN6110;SPC MI S     -   212,305.    4,074,002.      MT  (+/- 10 meters HH2 GPS)
 DN6110
 DN6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0138309009(NAD 83)
 DN6110
 DN6110                          SUPERSEDED SURVEY CONTROL
 DN6110
 DN6110  NAVD 88 (04/17/12)  207.975  (m)          682.33   (f) SUPERSEDED  2 1
 DN6110
 DN6110.Superseded values are not recommended for survey control.
 DN6110
 DN6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6110.See file dsdata.pdf to determine how the superseded data were derived.
 DN6110
 DN6110_MARKER: F = FLANGE-ENCASED ROD
 DN6110_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6110_STAMPING: MDOT 79613 2010
 DN6110_MARK LOGO: NONE
 DN6110_PROJECTION: RECESSED 8 CENTIMETERS
 DN6110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6110_ROD/PIPE-DEPTH: 18.7 meters
 DN6110_SLEEVE-DEPTH  : 1.0 meters
 DN6110
 DN6110  HISTORY     - Date     Condition        Report By
 DN6110  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6110
 DN6110                          STATION DESCRIPTION
 DN6110
 DN6110'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6110'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 DN6110'VASSAR, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF CARO AND 4.0 MI (6.4 KM)
 DN6110'NORTH OF JUNIATA.
 DN6110'
 DN6110'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 11.1
 DN6110'MI (17.9 KM) TO M-15 AND CONTINUE ON M-46 FOR 11.0 MI (17.7 KM) TO
 DN6110'APACHE ROAD AND THE STATION ON THE LEFT.
 DN6110'
 DN6110'THE STATION IS 108 FT (32.9 M) SOUTH OF THE CENTERLINE OF M-46, 63 FT
 DN6110'(19.2 M) EAST OF THE CENTERLINE OF APACHE ROAD IN CLEAR VISION AREA,
 DN6110'66 FT (20.1 M) SOUTHEAST OF A STOP SIGN, 49 FT (14.9 M) SOUTHEAST OF A
 DN6110'CULVERT, 137 FT (41.8 M) NORTH OF DRIVEWAY TO 3535 APACHE ROAD AND 2.5
 DN6110'FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6109 ***********************************************************************
 DN6109  DESIGNATION -  79614
 DN6109  PID         -  DN6109
 DN6109  STATE/COUNTY-  MI/TUSCOLA
 DN6109  COUNTRY     -  US
 DN6109  USGS QUAD   -  CARO (2017)
 DN6109
 DN6109                         *CURRENT SURVEY CONTROL
 DN6109  ______________________________________________________________________
 DN6109* NAD 83(2011) POSITION- 43 24 30.91015(N) 083 28 21.29340(W)   ADJUSTED
 DN6109* NAD 83(2011) ELLIP HT-   168.640 (meters)        (12/17/13)   ADJUSTED
 DN6109* NAD 83(2011) EPOCH   -  2010.00
 DN6109* NAVD 88 ORTHO HEIGHT -   202.934 (meters)      665.79  (feet) ADJUSTED
 DN6109  ______________________________________________________________________
 DN6109  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 DN6109  NAD 83(2011) X  -    527,582.702 (meters)                     COMP
 DN6109  NAD 83(2011) Y  - -4,610,915.086 (meters)                     COMP
 DN6109  NAD 83(2011) Z  -  4,360,705.015 (meters)                     COMP
 DN6109  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 DN6109  DYNAMIC HEIGHT  -        202.893 (meters)      665.66  (feet) COMP
 DN6109  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DN6109
 DN6109  VERT ORDER      -  SECOND    CLASS I
 DN6109
 DN6109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6109  Standards:
 DN6109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6109  -------------------------------------------------------------------
 DN6109  NETWORK    0.43   1.61           0.18   0.17   0.82     -0.02537718
 DN6109  -------------------------------------------------------------------
 DN6109  Click here for local accuracies and other accuracy information.
 DN6109
 DN6109.The horizontal coordinates were established by GPS observations
 DN6109.and adjusted by the National Geodetic Survey in December 2013.
 DN6109
 DN6109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6109.been affixed to the stable North American tectonic plate. See 
 DN6109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6109
 DN6109.The horizontal coordinates are valid at the epoch date displayed above
 DN6109.which is a decimal equivalence of Year/Month/Day.
 DN6109
 DN6109.The orthometric height was determined by differential leveling and
 DN6109.adjusted by the NATIONAL GEODETIC SURVEY
 DN6109.in October 2019.
 DN6109
 DN6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6109.GEOID18 height accuracy estimate available here.
 DN6109
 DN6109.Click photographs - Photos may exist for this station.
 DN6109
 DN6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6109
 DN6109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6109
 DN6109.The ellipsoidal height was determined by GPS observations
 DN6109.and is referenced to NAD 83.
 DN6109
 DN6109.The dynamic height is computed by dividing the NAVD 88
 DN6109.geopotential number by the normal gravity value computed on the
 DN6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6109.degrees latitude (g = 980.6199 gals.).
 DN6109
 DN6109.The modeled gravity was interpolated from observed gravity values.
 DN6109
 DN6109. The following values were computed from the NAD 83(2011) position.
 DN6109
 DN6109;                    North         East     Units Scale Factor Converg.
 DN6109;SPC MI S     -   212,390.217 4,072,414.557   MT  0.99994860   +0 36 30.4
 DN6109;SPC MI S     -   696,818.30 13,360,940.15   iFT  0.99994860   +0 36 30.4
 DN6109;UTM  17      - 4,809,158.699   299,800.937   MT  1.00009304   -1 41 59.0
 DN6109
 DN6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6109!SPC MI S     -   0.99997356  x   0.99994860  =   0.99992216
 DN6109!UTM  17      -   0.99997356  x   1.00009304  =   1.00006659
 DN6109
 DN6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9980009158(NAD 83)
 DN6109
 DN6109                          SUPERSEDED SURVEY CONTROL
 DN6109
 DN6109  NAVD 88 (04/17/12)  202.896  (m)          665.67   (f) SUPERSEDED  2 1
 DN6109
 DN6109.Superseded values are not recommended for survey control.
 DN6109
 DN6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6109.See file dsdata.pdf to determine how the superseded data were derived.
 DN6109
 DN6109_MARKER: F = FLANGE-ENCASED ROD
 DN6109_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6109_STAMPING: MDOT 79614 2010
 DN6109_MARK LOGO: MIDT
 DN6109_PROJECTION: RECESSED 10 CENTIMETERS
 DN6109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6109+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DN6109_ROD/PIPE-DEPTH: 15.9 meters
 DN6109_SLEEVE-DEPTH  : 1.0 meters
 DN6109
 DN6109  HISTORY     - Date     Condition        Report By
 DN6109  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6109  HISTORY     - 20110824 GOOD             MIDT
 DN6109  HISTORY     - 20200730 GOOD             MIDT
 DN6109  HISTORY     - 20220927 GOOD             NV5GEO
 DN6109
 DN6109                          STATION DESCRIPTION
 DN6109
 DN6109'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6109'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF CARO,
 DN6109'6.1 MI (9.8 KM) EAST-NORTHEAST OF VASSAR AND 4.1 MI (6.6 KM) NORTH OF
 DN6109'JUNIATA.
 DN6109'
 DN6109'TO REACH FROM THE INTERSECTION OF M-46 AND M-24 GO WEST ON M-4 FOR 3.9
 DN6109'MI (6.3 KM) TO INTERSECTION OF M-46 AND WASHBURN ROAD.  CONTINUE ON
 DN6109'M-46 WEST FOR.47 MI TO STATION ON THE LEFT.
 DN6109'
 DN6109'69 FT SOUTH OF THE CENTERLINE OF M-46, 50 FT (15.2 M) EAST OF KILE
 DN6109'ROAD, 29.6 FT (9.0 M) SOUTHEAST OF END SECTION OF 24 INCH (61 CM)
 DN6109'CONCRETE CULVERT, 38 FT (11.6 M) SOUTHEAST OF A STOP SIGN, 2.0 FT (0.6
 DN6109'M) NORTH OF A CARSONITE WITNESS POST.
 DN6109
 DN6109                          STATION RECOVERY (2011)
 DN6109
 DN6109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (AWS)
 DN6109'RECOVERED AS DESCRIBED BY AWS.
 DN6109
 DN6109                          STATION RECOVERY (2020)
 DN6109
 DN6109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6109'RECOVERED IN GOOD CONDITION.
 DN6109
 DN6109                          STATION RECOVERY (2022)
 DN6109
 DN6109'RECOVERY NOTE BY NV5 GEOSPATIAL 2022 (BN)
 DN6109'THE MARK IS RECESSED 9.5 CM (4 INCHES).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6108 ***********************************************************************
 DN6108  DESIGNATION -  79615
 DN6108  PID         -  DN6108
 DN6108  STATE/COUNTY-  MI/TUSCOLA
 DN6108  COUNTRY     -  US
 DN6108  USGS QUAD   -  CARO (2017)
 DN6108
 DN6108                         *CURRENT SURVEY CONTROL
 DN6108  ______________________________________________________________________
 DN6108* NAD 83(1986) POSITION- 43 24 31.40   (N) 083 29 30.73   (W)   HD_HELD1
 DN6108* NAVD 88 ORTHO HEIGHT -   195.880 (meters)      642.65  (feet) ADJUSTED
 DN6108  ______________________________________________________________________
 DN6108  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 DN6108  DYNAMIC HEIGHT  -        195.840 (meters)      642.52  (feet) COMP
 DN6108  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DN6108
 DN6108  VERT ORDER      -  SECOND    CLASS I
 DN6108
 DN6108.The horizontal coordinates were determined by differentially corrected
 DN6108.hand held GPS observations or other comparable positioning techniques
 DN6108.and have an estimated accuracy of +/- 3 meters.
 DN6108
 DN6108.The orthometric height was determined by differential leveling and
 DN6108.adjusted by the NATIONAL GEODETIC SURVEY
 DN6108.in October 2019.
 DN6108
 DN6108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6108.GEOID18 height accuracy estimate available here.
 DN6108
 DN6108.Click photographs - Photos may exist for this station.
 DN6108
 DN6108.The dynamic height is computed by dividing the NAVD 88
 DN6108.geopotential number by the normal gravity value computed on the
 DN6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6108.degrees latitude (g = 980.6199 gals.).
 DN6108
 DN6108.The modeled gravity was interpolated from observed gravity values.
 DN6108
 DN6108;                    North         East    Units  Estimated Accuracy
 DN6108;SPC MI S     -   212,388.9   4,070,852.3     MT  (+/- 3 meters HH1 GPS) 
 DN6108
 DN6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9823909220(NAD 83)
 DN6108
 DN6108                          SUPERSEDED SURVEY CONTROL
 DN6108
 DN6108  NAVD 88 (04/17/12)  195.844  (m)          642.53   (f) SUPERSEDED  2 1
 DN6108
 DN6108.Superseded values are not recommended for survey control.
 DN6108
 DN6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6108.See file dsdata.pdf to determine how the superseded data were derived.
 DN6108
 DN6108_MARKER: DD = SURVEY DISK
 DN6108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6108_SP_SET: BRIDGE WING WALL
 DN6108_STAMPING: 79615 2010
 DN6108_MARK LOGO: MIDT
 DN6108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6108+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DN6108
 DN6108  HISTORY     - Date     Condition        Report By
 DN6108  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6108  HISTORY     - 20200730 GOOD             MIDT
 DN6108
 DN6108                          STATION DESCRIPTION
 DN6108
 DN6108'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6108'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF CARO, 5.3
 DN6108'MI (8.5 KM) EAST-NORTHEAST OF VASSAR AND 4.3 MI (6.9 KM)
 DN6108'NORTH-NORTHWEST OF JUNIATA.
 DN6108'
 DN6108'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6108'11.1 MI (17.9 KM) TO M-15.  CONTINUE EAST ON M-46 FOR 9.1 MI (14.6 KM)
 DN6108'TO BRIDGE AND STATION ON THE RIGHT.
 DN6108'
 DN6108'THE STATION IS 25 FT (7.6 M) SOUTH OF THE CENTERLINE OF M-46, 18.8 FT
 DN6108'(5.7 M) WEST OF SOUTHEAST MOST CORNER OF WEST HEAD WALL OF BRIDGE.
 DN6108'STATION IS ON SOUTHWEST MOST WING WALL OF BRIDGE OVER THE CASS RIVER,
 DN6108'17 FT (5.2 M) EAST OF THE SOUTHWEST CORNER OF CONCRETE GUARD RAIL 18.7
 DN6108'FT (5.7 M) EAST OF A CARSONITE WITNESS POST.
 DN6108
 DN6108                          STATION RECOVERY (2020)
 DN6108
 DN6108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6107 ***********************************************************************
 DN6107  DESIGNATION -  79616
 DN6107  PID         -  DN6107
 DN6107  STATE/COUNTY-  MI/TUSCOLA
 DN6107  COUNTRY     -  US
 DN6107  USGS QUAD   -  GILFORD (2017)
 DN6107
 DN6107                         *CURRENT SURVEY CONTROL
 DN6107  ______________________________________________________________________
 DN6107* NAD 83(1986) POSITION- 43 24 32.2    (N) 083 31 20.6    (W)   HD_HELD2
 DN6107* NAVD 88 ORTHO HEIGHT -   204.950 (meters)      672.41  (feet) ADJUSTED
 DN6107  ______________________________________________________________________
 DN6107  GEOID HEIGHT    -        -34.284 (meters)                     GEOID18
 DN6107  DYNAMIC HEIGHT  -        204.908 (meters)      672.27  (feet) COMP
 DN6107  MODELED GRAVITY -    980,410.7   (mgal)                       NAVD 88
 DN6107
 DN6107  VERT ORDER      -  SECOND    CLASS I
 DN6107
 DN6107.The horizontal coordinates were established by autonomous hand held GPS
 DN6107.observations and have an estimated accuracy of +/- 10 meters.
 DN6107
 DN6107.The orthometric height was determined by differential leveling and
 DN6107.adjusted by the NATIONAL GEODETIC SURVEY
 DN6107.in October 2019.
 DN6107
 DN6107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6107.GEOID18 height accuracy estimate available here.
 DN6107
 DN6107.Click photographs - Photos may exist for this station.
 DN6107
 DN6107.The dynamic height is computed by dividing the NAVD 88
 DN6107.geopotential number by the normal gravity value computed on the
 DN6107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6107.degrees latitude (g = 980.6199 gals.).
 DN6107
 DN6107.The modeled gravity was interpolated from observed gravity values.
 DN6107
 DN6107;                    North         East    Units  Estimated Accuracy
 DN6107;SPC MI S     -   212,388.    4,068,380.      MT  (+/- 10 meters HH2 GPS)
 DN6107
 DN6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9576909319(NAD 83)
 DN6107
 DN6107                          SUPERSEDED SURVEY CONTROL
 DN6107
 DN6107  NAVD 88 (04/17/12)  204.917  (m)          672.30   (f) SUPERSEDED  2 1
 DN6107
 DN6107.Superseded values are not recommended for survey control.
 DN6107
 DN6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6107.See file dsdata.pdf to determine how the superseded data were derived.
 DN6107
 DN6107_MARKER: F = FLANGE-ENCASED ROD
 DN6107_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6107_STAMPING: 79616
 DN6107_MARK LOGO: NONE
 DN6107_PROJECTION: RECESSED 5 CENTIMETERS
 DN6107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6107+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6107_ROD/PIPE-DEPTH: 16.6 meters
 DN6107_SLEEVE-DEPTH  : 1.0 meters
 DN6107
 DN6107  HISTORY     - Date     Condition        Report By
 DN6107  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6107
 DN6107                          STATION DESCRIPTION
 DN6107
 DN6107'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6107'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF GILFORD,
 DN6107'5.1 MI (8.2 KM) NORTHWEST OF JUNIATA AND 4.0 MI (6.4 KM) NORTHEAST OF
 DN6107'VASSAR.
 DN6107'
 DN6107'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST OF M-46 FOR
 DN6107'11.1 MI (17.9 KM) TO M-15.  CONTINUE EAST ON M-46 FOR 7.6 MI (12.2 KM)
 DN6107'TO SOUTH RINGLE ROAD AND STATION ON THE LEFT.
 DN6107'
 DN6107'THE STATION IS 123 FT (37.5 M) NORTH OF THE CENTERLINE OF M-46, 76.7
 DN6107'FT (23.4 M) WEST OF RINGLE ROAD.  STATION IS IN CLEAR VISION AREA
 DN6107'APPROXIMATELY.  21.8 FT (6.6 M) SOUTHEAST OF A FENCE LINE, 2.6 FT (0.8
 DN6107'M) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6106 ***********************************************************************
 DN6106  DESIGNATION -  79617
 DN6106  PID         -  DN6106
 DN6106  STATE/COUNTY-  MI/TUSCOLA
 DN6106  COUNTRY     -  US
 DN6106  USGS QUAD   -  GILFORD (2017)
 DN6106
 DN6106                         *CURRENT SURVEY CONTROL
 DN6106  ______________________________________________________________________
 DN6106* NAD 83(1986) POSITION- 43 24 30.4    (N) 083 33 21.6    (W)   HD_HELD2
 DN6106* NAVD 88 ORTHO HEIGHT -   199.730 (meters)      655.28  (feet) ADJUSTED
 DN6106  ______________________________________________________________________
 DN6106  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 DN6106  DYNAMIC HEIGHT  -        199.689 (meters)      655.15  (feet) COMP
 DN6106  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DN6106
 DN6106  VERT ORDER      -  SECOND    CLASS I
 DN6106
 DN6106.The horizontal coordinates were established by autonomous hand held GPS
 DN6106.observations and have an estimated accuracy of +/- 10 meters.
 DN6106
 DN6106.The orthometric height was determined by differential leveling and
 DN6106.adjusted by the NATIONAL GEODETIC SURVEY
 DN6106.in October 2019.
 DN6106
 DN6106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6106.GEOID18 height accuracy estimate available here.
 DN6106
 DN6106.Click photographs - Photos may exist for this station.
 DN6106
 DN6106.The dynamic height is computed by dividing the NAVD 88
 DN6106.geopotential number by the normal gravity value computed on the
 DN6106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6106.degrees latitude (g = 980.6199 gals.).
 DN6106
 DN6106.The modeled gravity was interpolated from observed gravity values.
 DN6106
 DN6106;                    North         East    Units  Estimated Accuracy
 DN6106;SPC MI S     -   212,306.    4,065,659.      MT  (+/- 10 meters HH2 GPS)
 DN6106
 DN6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9304609346(NAD 83)
 DN6106
 DN6106                          SUPERSEDED SURVEY CONTROL
 DN6106
 DN6106  NAVD 88 (04/17/12)  199.702  (m)          655.19   (f) SUPERSEDED  2 1
 DN6106
 DN6106.Superseded values are not recommended for survey control.
 DN6106
 DN6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6106.See file dsdata.pdf to determine how the superseded data were derived.
 DN6106
 DN6106_MARKER: F = FLANGE-ENCASED ROD
 DN6106_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6106_STAMPING: 79617
 DN6106_MARK LOGO: NONE
 DN6106_PROJECTION: RECESSED 3 CENTIMETERS
 DN6106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6106+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6106_ROD/PIPE-DEPTH: 13.8 meters
 DN6106_SLEEVE-DEPTH  : 1.0 meters
 DN6106
 DN6106  HISTORY     - Date     Condition        Report By
 DN6106  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6106
 DN6106                          STATION DESCRIPTION
 DN6106
 DN6106'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6106'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 DN6106'GILFORD, 6.2 MI (10.0 KM) NORTHWEST OF JUNIATA AND 2.9 MI (4.7 KM)
 DN6106'NORTH-NORTHEAST OF VASSAR.
 DN6106'
 DN6106'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6106'11.1 MI (17.9 KM) TO M-15 AND CONTINUE EAST ON M-46 FOR 5.6 MI (9.0
 DN6106'KM) TO KIRK ROAD.  CONTINUE EAST ON M-46 FOR 0.27 MI (0.4 KM) TO
 DN6106'STATION ON THE LEFT.
 DN6106'
 DN6106'THE STATION IS 74 FT (22.6 M) NORTH OF THE CENTERLINE OF M-46, 3 FT
 DN6106'(0.9 M) SOUTH OF BARB-WIRE FENCE, 150 FT (45.7 M) WEST OF THE
 DN6106'SOUTHEAST CORNER POST OF A FENCE, 216 FT (65.8 M) WEST OF A POWER
 DN6106'POLE, 184 FT (56.1 M) EAST OF A POWER POLE, 1.8 FT (0.5 M) SOUTH OF A
 DN6106'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6105 ***********************************************************************
 DN6105  DESIGNATION -  79618
 DN6105  PID         -  DN6105
 DN6105  STATE/COUNTY-  MI/TUSCOLA
 DN6105  COUNTRY     -  US
 DN6105  USGS QUAD   -  GILFORD (2017)
 DN6105
 DN6105                         *CURRENT SURVEY CONTROL
 DN6105  ______________________________________________________________________
 DN6105* NAD 83(1986) POSITION- 43 24 29.0    (N) 083 35 28.5    (W)   HD_HELD2
 DN6105* NAVD 88 ORTHO HEIGHT -   205.878 (meters)      675.45  (feet) ADJUSTED
 DN6105  ______________________________________________________________________
 DN6105  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 DN6105  DYNAMIC HEIGHT  -        205.835 (meters)      675.31  (feet) COMP
 DN6105  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 DN6105
 DN6105  VERT ORDER      -  SECOND    CLASS I
 DN6105
 DN6105.The horizontal coordinates were established by autonomous hand held GPS
 DN6105.observations and have an estimated accuracy of +/- 10 meters.
 DN6105
 DN6105.The orthometric height was determined by differential leveling and
 DN6105.adjusted by the NATIONAL GEODETIC SURVEY
 DN6105.in October 2019.
 DN6105
 DN6105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6105.GEOID18 height accuracy estimate available here.
 DN6105
 DN6105.Click photographs - Photos may exist for this station.
 DN6105
 DN6105.The dynamic height is computed by dividing the NAVD 88
 DN6105.geopotential number by the normal gravity value computed on the
 DN6105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6105.degrees latitude (g = 980.6199 gals.).
 DN6105
 DN6105.The modeled gravity was interpolated from observed gravity values.
 DN6105
 DN6105;                    North         East    Units  Estimated Accuracy
 DN6105;SPC MI S     -   212,236.    4,062,804.      MT  (+/- 10 meters HH2 GPS)
 DN6105
 DN6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9019009391(NAD 83)
 DN6105
 DN6105                          SUPERSEDED SURVEY CONTROL
 DN6105
 DN6105  NAVD 88 (04/17/12)  205.855  (m)          675.38   (f) SUPERSEDED  2 1
 DN6105
 DN6105.Superseded values are not recommended for survey control.
 DN6105
 DN6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6105.See file dsdata.pdf to determine how the superseded data were derived.
 DN6105
 DN6105_MARKER: F = FLANGE-ENCASED ROD
 DN6105_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6105_STAMPING: 79618
 DN6105_MARK LOGO: NONE
 DN6105_PROJECTION: RECESSED 5 CENTIMETERS
 DN6105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6105+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6105_ROD/PIPE-DEPTH: 11.9 meters
 DN6105_SLEEVE-DEPTH  : 1.0 meters
 DN6105
 DN6105  HISTORY     - Date     Condition        Report By
 DN6105  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6105
 DN6105                          STATION DESCRIPTION
 DN6105
 DN6105'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6105'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF
 DN6105'GILFORD, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF REESE AND 2.5 MI (4.0 KM)
 DN6105'NORTH OF VASSAR.
 DN6105'
 DN6105'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6105'11.1 MI (17.9 KM) TO M-15.  CONTINUE EAST ON M-46 FOR 3.6 MI (5.8 KM)
 DN6105'TO SOUTH GARNER ROAD.  CONTINUE EAST ON M-46 FOR 0.46 MI (0.7 KM) TO
 DN6105'STATION ON THE LEFT.
 DN6105'
 DN6105'THE STATION IS 46 FT (14.0 M) NORTH TO CENTERLINE OF M-46, 210 FT
 DN6105'(64.0 M) WEST OF TRAFFIC BARRIER, 17 FT (5.2 M) SOUTH OF THE
 DN6105'CENTERLINE OF A DITCH, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS
 DN6105'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6104 ***********************************************************************
 DN6104  DESIGNATION -  79619
 DN6104  PID         -  DN6104
 DN6104  STATE/COUNTY-  MI/TUSCOLA
 DN6104  COUNTRY     -  US
 DN6104  USGS QUAD   -  REESE (2017)
 DN6104
 DN6104                         *CURRENT SURVEY CONTROL
 DN6104  ______________________________________________________________________
 DN6104* NAD 83(1986) POSITION- 43 24 27.8    (N) 083 37 36.7    (W)   HD_HELD2
 DN6104* NAVD 88 ORTHO HEIGHT -   200.172 (meters)      656.73  (feet) ADJUSTED
 DN6104  ______________________________________________________________________
 DN6104  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 DN6104  DYNAMIC HEIGHT  -        200.130 (meters)      656.59  (feet) COMP
 DN6104  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 DN6104
 DN6104  VERT ORDER      -  SECOND    CLASS I
 DN6104
 DN6104.The horizontal coordinates were established by autonomous hand held GPS
 DN6104.observations and have an estimated accuracy of +/- 10 meters.
 DN6104
 DN6104.The orthometric height was determined by differential leveling and
 DN6104.adjusted by the NATIONAL GEODETIC SURVEY
 DN6104.in October 2019.
 DN6104
 DN6104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6104.GEOID18 height accuracy estimate available here.
 DN6104
 DN6104.Click photographs - Photos may exist for this station.
 DN6104
 DN6104.The dynamic height is computed by dividing the NAVD 88
 DN6104.geopotential number by the normal gravity value computed on the
 DN6104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6104.degrees latitude (g = 980.6199 gals.).
 DN6104
 DN6104.The modeled gravity was interpolated from observed gravity values.
 DN6104
 DN6104;                    North         East    Units  Estimated Accuracy
 DN6104;SPC MI S     -   212,173.    4,059,920.      MT  (+/- 10 meters HH2 GPS)
 DN6104
 DN6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8730509445(NAD 83)
 DN6104
 DN6104                          SUPERSEDED SURVEY CONTROL
 DN6104
 DN6104  NAVD 88 (04/17/12)  200.153  (m)          656.67   (f) SUPERSEDED  2 1
 DN6104
 DN6104.Superseded values are not recommended for survey control.
 DN6104
 DN6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6104.See file dsdata.pdf to determine how the superseded data were derived.
 DN6104
 DN6104_MARKER: F = FLANGE-ENCASED ROD
 DN6104_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6104_STAMPING: 79619
 DN6104_MARK LOGO: NONE
 DN6104_PROJECTION: RECESSED 10 CENTIMETERS
 DN6104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6104+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6104_ROD/PIPE-DEPTH: 9.5 meters
 DN6104_SLEEVE-DEPTH  : 1.0 meters
 DN6104
 DN6104  HISTORY     - Date     Condition        Report By
 DN6104  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6104
 DN6104                          STATION DESCRIPTION
 DN6104
 DN6104'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6104'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF GILFORD, 4.6 MI
 DN6104'(7.4 KM) SOUTHEAST OF REESE AND 3.3 MI (5.3 KM) NORTHWEST OF VASSAR.
 DN6104'
 DN6104'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 11 MI
 DN6104'(17.7 KM) TO M-15.  CONTINUE ON M-46 FOR 3.3 MI (5.3 KM) TO STATION ON
 DN6104'THE LEFT.
 DN6104'
 DN6104'THE STATION IS 56 FT (17.1 M) NORTH OF THE CENTERLINE OF M-46, 45 FT
 DN6104'(13.7 M) SOUTH OF THE CENTERLINE OF DRAINAGE DITCH.  165 FT (50.3 M)
 DN6104'NORTH EAST OF POWER POLE.  2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS
 DN6104'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6103 ***********************************************************************
 DN6103  DESIGNATION -  79620
 DN6103  PID         -  DN6103
 DN6103  STATE/COUNTY-  MI/TUSCOLA
 DN6103  COUNTRY     -  US
 DN6103  USGS QUAD   -  REESE (2017)
 DN6103
 DN6103                         *CURRENT SURVEY CONTROL
 DN6103  ______________________________________________________________________
 DN6103* NAD 83(1986) POSITION- 43 24 25.28   (N) 083 40 09.50   (W)   HD_HELD1
 DN6103* NAVD 88 ORTHO HEIGHT -   195.876 (meters)      642.64  (feet) ADJUSTED
 DN6103  ______________________________________________________________________
 DN6103  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 DN6103  DYNAMIC HEIGHT  -        195.835 (meters)      642.50  (feet) COMP
 DN6103  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 DN6103
 DN6103  VERT ORDER      -  SECOND    CLASS I
 DN6103
 DN6103.The horizontal coordinates were determined by differentially corrected
 DN6103.hand held GPS observations or other comparable positioning techniques
 DN6103.and have an estimated accuracy of +/- 3 meters.
 DN6103
 DN6103.The orthometric height was determined by differential leveling and
 DN6103.adjusted by the NATIONAL GEODETIC SURVEY
 DN6103.in October 2019.
 DN6103
 DN6103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6103.GEOID18 height accuracy estimate available here.
 DN6103
 DN6103.Click photographs - Photos may exist for this station.
 DN6103
 DN6103.The dynamic height is computed by dividing the NAVD 88
 DN6103.geopotential number by the normal gravity value computed on the
 DN6103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6103.degrees latitude (g = 980.6199 gals.).
 DN6103
 DN6103.The modeled gravity was interpolated from observed gravity values.
 DN6103
 DN6103;                    North         East    Units  Estimated Accuracy
 DN6103;SPC MI S     -   212,065.9   4,056,483.2     MT  (+/- 3 meters HH1 GPS) 
 DN6103
 DN6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8386609476(NAD 83)
 DN6103
 DN6103                          SUPERSEDED SURVEY CONTROL
 DN6103
 DN6103  NAVD 88 (04/17/12)  195.861  (m)          642.59   (f) SUPERSEDED  2 1
 DN6103
 DN6103.Superseded values are not recommended for survey control.
 DN6103
 DN6103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6103.See file dsdata.pdf to determine how the superseded data were derived.
 DN6103
 DN6103_MARKER: F = FLANGE-ENCASED ROD
 DN6103_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DN6103_STAMPING: 79620
 DN6103_PROJECTION: RECESSED 5 CENTIMETERS
 DN6103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6103+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DN6103_ROD/PIPE-DEPTH: 11.9 meters
 DN6103_SLEEVE-DEPTH  : 1.0 meters
 DN6103
 DN6103  HISTORY     - Date     Condition        Report By
 DN6103  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6103  HISTORY     - 20200625 GOOD             MIDT
 DN6103
 DN6103                          STATION DESCRIPTION
 DN6103
 DN6103'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6103'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DN6103'FRANKENMUTH, 5.0 MI (8.0 KM) WEST-NORTHWEST OF VASSAR AND 3.3 MI (5.3
 DN6103'KM) SOUTH-SOUTHEAST OF REESE.
 DN6103'
 DN6103'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6103'11.1 MI (17.9 KM) TO M-15.  CONTINUE EAST ON M-46 FOR 0.15 MI (0.2 KM)
 DN6103'TO TRESSLA ROAD AND STATION ON THE RIGHT.
 DN6103'
 DN6103'THE STATION IS 89 FT (27.1 M) SOUTH OF THE CENTERLINE OF M-46, 113 FT
 DN6103'(34.4 M) EAST OF TRESSLA ROAD.  61 FT (18.6 M) SOUTHWEST OF A SEWER
 DN6103'ACCESS COVER, 3.4 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST.
 DN6103
 DN6103                          STATION RECOVERY (2020)
 DN6103
 DN6103'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DN6103'CARSONITE REPLACED AFTER FARMER MOWED IT DOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6102 ***********************************************************************
 DN6102  DESIGNATION -  79621
 DN6102  PID         -  DN6102
 DN6102  STATE/COUNTY-  MI/TUSCOLA
 DN6102  COUNTRY     -  US
 DN6102  USGS QUAD   -  REESE (2017)
 DN6102
 DN6102                         *CURRENT SURVEY CONTROL
 DN6102  ______________________________________________________________________
 DN6102* NAD 83(1986) POSITION- 43 24 25.50   (N) 083 41 42.90   (W)   HD_HELD1
 DN6102* NAVD 88 ORTHO HEIGHT -   193.270 (meters)      634.09  (feet) ADJUSTED
 DN6102  ______________________________________________________________________
 DN6102  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 DN6102  DYNAMIC HEIGHT  -        193.229 (meters)      633.95  (feet) COMP
 DN6102  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 DN6102
 DN6102  VERT ORDER      -  SECOND    CLASS I
 DN6102
 DN6102.The horizontal coordinates were determined by differentially corrected
 DN6102.hand held GPS observations or other comparable positioning techniques
 DN6102.and have an estimated accuracy of +/- 3 meters.
 DN6102
 DN6102.The orthometric height was determined by differential leveling and
 DN6102.adjusted by the NATIONAL GEODETIC SURVEY
 DN6102.in October 2019.
 DN6102
 DN6102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6102.GEOID18 height accuracy estimate available here.
 DN6102
 DN6102.Click photographs - Photos may exist for this station.
 DN6102
 DN6102.The dynamic height is computed by dividing the NAVD 88
 DN6102.geopotential number by the normal gravity value computed on the
 DN6102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6102.degrees latitude (g = 980.6199 gals.).
 DN6102
 DN6102.The modeled gravity was interpolated from observed gravity values.
 DN6102
 DN6102;                    North         East    Units  Estimated Accuracy
 DN6102;SPC MI S     -   212,055.6   4,054,381.8     MT  (+/- 3 meters HH1 GPS) 
 DN6102
 DN6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8176509550(NAD 83)
 DN6102
 DN6102                          SUPERSEDED SURVEY CONTROL
 DN6102
 DN6102  NAVD 88 (04/17/12)  193.257  (m)          634.04   (f) SUPERSEDED  2 1
 DN6102
 DN6102.Superseded values are not recommended for survey control.
 DN6102
 DN6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6102.See file dsdata.pdf to determine how the superseded data were derived.
 DN6102
 DN6102_MARKER: DD = SURVEY DISK
 DN6102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6102_SP_SET: BRIDGE HEAD WALL
 DN6102_STAMPING: 79621 2010
 DN6102_MARK LOGO: MIDT
 DN6102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6102+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN6102
 DN6102  HISTORY     - Date     Condition        Report By
 DN6102  HISTORY     - 20100819 MONUMENTED       MIDT
 DN6102
 DN6102                          STATION DESCRIPTION
 DN6102
 DN6102'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 DN6102'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF
 DN6102'VASSAR, 5.6 MI (9.0 KM) NORTH-NORTHEAST OF FRANKENMUTH AND 3.0 MI (4.8
 DN6102'KM) SOUTH OF REESE.
 DN6102'
 DN6102'TO REACH FROM THE INTERSECTION OF I-75 AND M-46, GO EAST ON M-46 FOR
 DN6102'7.8 MI (12.6 KM) TO M-83.  CONTINUE EAST ON M-46 FOR 2 MI (3.2 KM) TO
 DN6102'REESE ROAD.  CONTINUE EAST ON M-46 FOR 800 FT (243.8 M) TO STATION ON
 DN6102'THE RIGHT IN BRIDGE OVER DITCH HEAD WALL WHICH MAY CONTAIN METAL.
 DN6102'
 DN6102'THE STATION IS 31.8 FT (9.7 M) SOUTH OF THE CENTERLINE OF M-46, 5.5 FT
 DN6102'(1.7 M) EAST OF THE CENTERLINE OF BRIDGE HEAD WALL, 44.8 FT (13.7 M)
 DN6102'NORTHEAST OF NORTH POST OF LEAVING TUSCOLA SOIL CONSERVATION DISTRICT,
 DN6102'3.4 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0773 ***********************************************************************
 NG0773  SACS        -  This is a Secondary Airport Control Station.
 NG0773  DESIGNATION -  8
 NG0773  PID         -  NG0773
 NG0773  STATE/COUNTY-  MI/ALLEGAN
 NG0773  COUNTRY     -  US
 NG0773  USGS QUAD   -  HAMILTON WEST (2017)
 NG0773
 NG0773                         *CURRENT SURVEY CONTROL
 NG0773  ______________________________________________________________________
 NG0773* NAD 83(2011) POSITION- 42 44 30.60538(N) 086 06 53.72074(W)   ADJUSTED
 NG0773* NAD 83(2011) ELLIP HT-   175.552 (meters)        (06/27/12)   ADJUSTED
 NG0773* NAD 83(2011) EPOCH   -  2010.00
 NG0773* NAVD 88 ORTHO HEIGHT -   208.96  (meters)      685.6   (feet) GPS OBS
 NG0773  ______________________________________________________________________
 NG0773  NAVD 88 orthometric height was determined with geoid model    GEOID99
 NG0773  GEOID HEIGHT    -        -33.426 (meters)                     GEOID99
 NG0773  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 NG0773  NAD 83(2011) X  -    317,881.069 (meters)                     COMP
 NG0773  NAD 83(2011) Y  - -4,680,812.901 (meters)                     COMP
 NG0773  NAD 83(2011) Z  -  4,306,601.960 (meters)                     COMP
 NG0773  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 NG0773
 NG0773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0773  Standards:
 NG0773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0773  -------------------------------------------------------------------
 NG0773  NETWORK    0.50   1.18           0.22   0.19   0.60     -0.03484680
 NG0773  -------------------------------------------------------------------
 NG0773  Click here for local accuracies and other accuracy information.
 NG0773
 NG0773.This mark is at Park Township Airport (HLM)
 NG0773.This mark is at Tulip City Airport (BIV)
 NG0773
 NG0773.The horizontal coordinates were established by GPS observations
 NG0773.and adjusted by the National Geodetic Survey in June 2012.
 NG0773
 NG0773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0773.been affixed to the stable North American tectonic plate. See 
 NG0773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0773
 NG0773.The horizontal coordinates are valid at the epoch date displayed above
 NG0773.which is a decimal equivalence of Year/Month/Day.
 NG0773
 NG0773.The orthometric height was determined by GPS observations and a
 NG0773.high-resolution geoid model.
 NG0773
 NG0773.GPS derived orthometric heights for airport stations designated as
 NG0773.PACS or SACS are published to 2 decimal places.  This maintains
 NG0773.centimeter relative accuracy between the PACS and SACS.  It does
 NG0773.not indicate centimeter accuracy relative to other marks which are
 NG0773.part of the published vertical control network.
 NG0773
 NG0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0773.GEOID18 height accuracy estimate available here.
 NG0773
 NG0773.Click photographs - Photos may exist for this station.
 NG0773
 NG0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0773
 NG0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0773
 NG0773.The ellipsoidal height was determined by GPS observations
 NG0773.and is referenced to NAD 83.
 NG0773
 NG0773. The following values were computed from the NAD 83(2011) position.
 NG0773
 NG0773;                    North         East     Units Scale Factor Converg.
 NG0773;SPC MI S     -   139,425.634 3,856,873.334   MT  0.99990999   -1 11 23.1
 NG0773;SPC MI S     -   457,433.18 12,653,783.90   iFT  0.99990999   -1 11 23.1
 NG0773;UTM  16      - 4,732,526.408   572,442.740   MT  0.99966456   +0 36 02.6
 NG0773
 NG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0773!SPC MI S     -   0.99997247  x   0.99990999  =   0.99988246
 NG0773!UTM  16      -   0.99997247  x   0.99966456  =   0.99963704
 NG0773
 NG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7244232526(NAD 83)
 NG0773
 NG0773                          SUPERSEDED SURVEY CONTROL
 NG0773
 NG0773  NAD 83(2007)-  42 44 30.60550(N)    086 06 53.72185(W) AD(2002.00) 0
 NG0773  ELLIP H (02/10/07)  175.582  (m)                       GP(2002.00)    
 NG0773  ELLIP H (09/30/02)  175.589  (m)                       GP(       ) 4 1
 NG0773  ELLIP H (07/17/02)  175.611  (m)                       GP(       ) 4 1
 NG0773  NAD 83(1994)-  42 44 30.60534(N)    086 06 53.72222(W) AD(       ) 1
 NG0773  ELLIP H (05/11/00)  175.613  (m)                       GP(       ) 3 2
 NG0773  NAD 83(1994)-  42 44 30.60521(N)    086 06 53.72182(W) AD(       ) 1
 NG0773  ELLIP H (02/03/97)  175.640  (m)                       GP(       ) 4 1
 NG0773  NAD 83(1986)-  42 44 30.60554(N)    086 06 53.73250(W) AD(       ) 1
 NG0773  NAD 83(1986)-  42 44 30.59985(N)    086 06 53.72161(W) AD(       ) 3
 NG0773  NAVD 88 (09/30/91)  209.02   (m)  UNKNOWN  model used  GPS OBS        
 NG0773  NGVD 29 (03/27/91)  209.49   (m)  OSU 89B  model used  GPS OBS        
 NG0773
 NG0773.Superseded values are not recommended for survey control.
 NG0773
 NG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0773.See file dsdata.pdf to determine how the superseded data were derived.
 NG0773
 NG0773_MARKER: DD = SURVEY DISK
 NG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0773_STAMPING: NONE
 NG0773_MARK LOGO: MIDT
 NG0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0773+STABILITY: SURFACE MOTION
 NG0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0773+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 NG0773
 NG0773  HISTORY     - Date     Condition        Report By
 NG0773  HISTORY     - 1989     MONUMENTED       MIDT
 NG0773  HISTORY     - 19890301 GOOD             NGS
 NG0773  HISTORY     - 19910625 GOOD             NGS
 NG0773  HISTORY     - 19990810 GOOD             NGS
 NG0773  HISTORY     - 20000731 GOOD             NGS
 NG0773
 NG0773                          STATION DESCRIPTION
 NG0773
 NG0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NG0773'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) SOUTHWEST OF ZEELAND,
 NG0773'7.0 KM (4.35 MI) NORTH-NORTHWEST OF EAST SAUGATUCK AND 4.0 KM
 NG0773'(2.50 MI) SOUTH OF HOLLAND, AT THE HOLLAND TULIP CITY AIRPORT.
 NG0773'OWNERSHIP--TULIP CITY AIRPORT INC, 1581 WASHINGTON AVENUE, HOLLAND MI
 NG0773'49423.  AIRPORT MANAGER IS RONALD LUDEMA,(MICK OSBORNE, ASST) 1581
 NG0773'WASHINGTON AVENUE, HOLLAND MI 49423, PHONE IS 616-392-7831.
 NG0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 196 AND
 NG0773'STATE HIGHWAY 40, ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF HOLLAND, GO
 NG0773'NORTHWEST ON HIGHWAY 40 FOR 0.31 KM (0.20 MI) TO A CROSSROAD.  TURN
 NG0773'LEFT AND GO SOUTHWEST AND WEST ON 144TH AVENUE AND SIXTY FOURTH STREET
 NG0773'FOR 3.86 KM (2.40 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 NG0773'WASHINGTON AVENUE (BLUE STAR HIGHWAY) FOR 0.57 KM (0.35 MI) TO A PAVED
 NG0773'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 NG0773'ROAD FOR ABOUT 30 METERS TO A PARKING AREA ENTRANCEWAY ON THE RIGHT.
 NG0773'TURN RIGHT AND GO SOUTH ACROSS THE PARKING AREA FOR 0.09 KM (0.05 MI)
 NG0773'TO A PAVED ROAD AND GATE ON THE LEFT AND THE AIRPORT OFFICE ON THE
 NG0773'RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD PASSING THROUGH THE GATE
 NG0773'AND SOUTHEAST ACROSS AN APRON FOR 60 METERS TO THE APRON.  TURN RIGHT
 NG0773'AND GO SOUTH ACROSS THE APRON AND ON A TAXIWAY FOR 0.19 KM (0.10 MI)
 NG0773'TO THE STATION ON THE RIGHT ON LINE WITH THE CENTER OF THE RUNWAY.
 NG0773'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NG0773'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NG0773'LOCATED 61.0 M (200.1 FT) SOUTHWEST OF THE SOUTHWEST END OF RUNWAY AND
 NG0773'IN LINE WITH THE RUNWAY CENTERLINE.
 NG0773'NOTE-THE RUNWAY IS NOW 5000X100 FEET.
 NG0773'DESCRIBED BY K.L. FANCHER.
 NG0773
 NG0773                          STATION RECOVERY (1991)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0773'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTHWEST OF ZEELAND,
 NG0773'7.0 KM (4.3 MI) NORTH-NORTHWEST OF EAST SAUGATUCK AND 4.0 KM
 NG0773'(2.5 MI) SOUTH OF HOLLAND, AT THE HOLLAND/TULIP CITY AIRPORT.
 NG0773'OWNERSHIP--TULIP CITY AIRPORT INC, 1581 WASHINGTON AVENUE, HOLLAND,
 NG0773'MI. 49423. AIRPORT MANAGER IS RONALD LUDEMA, (MICK OSBORNE, ASST),
 NG0773'1581 WASHINGTON AVENUE, HOLLAND, MI. 49423. PHONE 616-392-7831.
 NG0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 196 AND
 NG0773'STATE HIGHWAY 40, ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HOLLAND, GO
 NG0773'NORTHWEST ON HIGHWAY 40 FOR 0.31 KM (0.19 MI) TO A CROSSROAD.  TURN
 NG0773'LEFT AND GO SOUTHWEST AND WEST ON 144TH AVENUE AND SIXTY FOURTH
 NG0773'STREET FOR 3.86 KM (2.40 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NG0773'ON WASHINGTON AVENUE (BLUE STAR HIGHWAY) FOR 0.57 KM (0.35 MI) TO A
 NG0773'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT
 NG0773'ENTRANCE ROAD FOR ABOUT 30 METERS TO A PARKING AREA ENTRANCE ON THE
 NG0773'RIGHT. TURN RIGHT AND GO SOUTH ACROSS THE PARKING AREA FOR 0.09 KM
 NG0773'(0.06 MI) TO A PAVED ROAD WITH GATE ON THE LEFT AND THE AIRPORT
 NG0773'OFFICE ON THE RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD PASSING
 NG0773'THROUGH THE GATE AND SOUTHEAST ACROSS AN APRON FOR 60 METERS TO THE
 NG0773'APRON.  TURN RIGHT AND GO SOUTH ACROSS THE APRON AND ON A TAXIWAY FOR
 NG0773'0.19 KM (0.12 MI) TO THE STATION ON THE RIGHT ON LINE WITH THE CENTER
 NG0773'OF THE RUNWAY.
 NG0773'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NG0773'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NG0773'LOCATED 61.0 M (200.1 FT) SOUTHWEST OF THE SOUTHWEST END OF RUNWAY
 NG0773'AND IN LINE WITH THE RUNWAY CENTERLINE.
 NG0773
 NG0773                          STATION RECOVERY (1999)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0773'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THIS IS A
 NG0773'SECONDARY AIRPORT CONTROL STATION (SACS) .
 NG0773
 NG0773                          STATION RECOVERY (2000)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NG0773'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6769 ***********************************************************************
 AA6769  DESIGNATION -  8 1
 AA6769  PID         -  AA6769
 AA6769  STATE/COUNTY-  MI/WAYNE
 AA6769  COUNTRY     -  US
 AA6769  USGS QUAD   -  WAYNE (2017)
 AA6769
 AA6769                         *CURRENT SURVEY CONTROL
 AA6769  ______________________________________________________________________
 AA6769* NAD 83(2011) POSITION- 42 20 47.44550(N) 083 25 09.96351(W)   ADJUSTED
 AA6769* NAD 83(2011) ELLIP HT-   172.532 (meters)        (06/27/12)   ADJUSTED
 AA6769* NAD 83(2011) EPOCH   -  2010.00
 AA6769* NAVD 88 ORTHO HEIGHT -   206.6   (meters)      678.    (feet) GPS OBS
 AA6769  ______________________________________________________________________
 AA6769  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6769  GEOID HEIGHT    -         -33.99 (meters)                     GEOID93
 AA6769  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 AA6769  NAD 83(2011) X  -    541,060.278 (meters)                     COMP
 AA6769  NAD 83(2011) Y  - -4,690,180.396 (meters)                     COMP
 AA6769  NAD 83(2011) Z  -  4,274,245.247 (meters)                     COMP
 AA6769  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 AA6769
 AA6769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6769  Standards:
 AA6769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6769  -------------------------------------------------------------------
 AA6769  NETWORK    0.82   0.80           0.37   0.29   0.41      0.14796894
 AA6769  -------------------------------------------------------------------
 AA6769  Click here for local accuracies and other accuracy information.
 AA6769
 AA6769.The horizontal coordinates were established by GPS observations
 AA6769.and adjusted by the National Geodetic Survey in June 2012.
 AA6769
 AA6769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6769.been affixed to the stable North American tectonic plate. See 
 AA6769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6769
 AA6769.The horizontal coordinates are valid at the epoch date displayed above
 AA6769.which is a decimal equivalence of Year/Month/Day.
 AA6769
 AA6769.The orthometric height was determined by GPS observations and a
 AA6769.high-resolution geoid model.
 AA6769
 AA6769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6769.GEOID18 height accuracy estimate available here.
 AA6769
 AA6769.Click photographs - Photos may exist for this station.
 AA6769
 AA6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6769
 AA6769.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6769
 AA6769.The ellipsoidal height was determined by GPS observations
 AA6769.and is referenced to NAD 83.
 AA6769
 AA6769. The following values were computed from the NAD 83(2011) position.
 AA6769
 AA6769;                    North         East     Units Scale Factor Converg.
 AA6769;SPC MI S     -    94,467.936 4,078,046.223   MT  0.99995075   +0 38 40.6
 AA6769;SPC MI S     -   309,934.17 13,379,416.74   iFT  0.99995075   +0 38 40.6
 AA6769;UTM  17      - 4,691,085.504   300,713.370   MT  1.00008868   -1 37 49.1
 AA6769
 AA6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6769!SPC MI S     -   0.99997294  x   0.99995075  =   0.99992369
 AA6769!UTM  17      -   0.99997294  x   1.00008868  =   1.00006162
 AA6769
 AA6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0071391085(NAD 83)
 AA6769
 AA6769                          SUPERSEDED SURVEY CONTROL
 AA6769
 AA6769  NAD 83(2007)-  42 20 47.44566(N)    083 25 09.96432(W) AD(2002.00) 0
 AA6769  ELLIP H (02/10/07)  172.530  (m)                       GP(2002.00)    
 AA6769  ELLIP H (07/12/02)  172.554  (m)                       GP(       ) 4 1
 AA6769  NAD 83(1994)-  42 20 47.44557(N)    083 25 09.96383(W) AD(       ) 1
 AA6769  ELLIP H (02/03/97)  172.615  (m)                       GP(       ) 4 1
 AA6769  NAD 83(1986)-  42 20 47.44977(N)    083 25 09.99216(W) AD(       ) 1
 AA6769
 AA6769.Superseded values are not recommended for survey control.
 AA6769
 AA6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6769.See file dsdata.pdf to determine how the superseded data were derived.
 AA6769
 AA6769_MARKER: DD = SURVEY DISK
 AA6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6769_STAMPING: 8-1 1994
 AA6769_MARK LOGO: MI-163
 AA6769_PROJECTION: FLUSH
 AA6769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6769+STABILITY: SURFACE MOTION
 AA6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6769+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 AA6769
 AA6769  HISTORY     - Date     Condition        Report By
 AA6769  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6769  HISTORY     - 19980520 GOOD             OHM
 AA6769
 AA6769                          STATION DESCRIPTION
 AA6769
 AA6769'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6769'STATION IS LOCATED APPROXIMATELY 2.5 MILESSOUTH AND 2.5 MILESEAST OF
 AA6769'PLYMOUTH, MICHIGAN ON HIX ROAD JUST NORTH OF OAKWOOD MEADOWS DRIVE. TO
 AA6769'REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND ANN ARBOR ROAD
 AA6769'(EXIT 28) PROCEED EAST ON ANN ARBOR ROAD FOR 0.8 MILESTO HIX ROAD,
 AA6769'THENCE GO SOUTH ON HIX FOR  0.95 MILESTO OAKWOOD MEADOWS DRIVE AND THE
 AA6769'STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS 'WAYNE
 AA6769'COUNTY REMON' CAP SET IN A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6769'FLUSH WITH THE GROUND.  CENTERLINE OF HIX ROAD IS N 90 W, 37.11 FEET,
 AA6769'CENTERLINE OF OAKWOOD MEADOWS DRIVE IS S 0 W, 68.0 FEET, A POLE IS S 5
 AA6769'W, 101.01 FEET,  AN 8 INCH POPLAR IS N 25 E, 51.15 FEET.
 AA6769
 AA6769                          STATION RECOVERY (1998)
 AA6769
 AA6769'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 AA6769'STATION WAS RECOVERED WITH THE FOLLOWING ADDITION.  SET METAL POST AT
 AA6769'THE EAST EDGE OF STATION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6791 ***********************************************************************
 AA6791  DESIGNATION -  8 2
 AA6791  PID         -  AA6791
 AA6791  STATE/COUNTY-  MI/WAYNE
 AA6791  COUNTRY     -  US
 AA6791  USGS QUAD   -  INKSTER (2017)
 AA6791
 AA6791                         *CURRENT SURVEY CONTROL
 AA6791  ______________________________________________________________________
 AA6791* NAD 83(2011) POSITION- 42 18 37.95700(N) 083 21 20.43362(W)   ADJUSTED
 AA6791* NAD 83(2011) ELLIP HT-   162.871 (meters)        (06/27/12)   ADJUSTED
 AA6791* NAD 83(2011) EPOCH   -  2010.00
 AA6791* NAVD 88 ORTHO HEIGHT -   197.1   (meters)      647.    (feet) GPS OBS
 AA6791  ______________________________________________________________________
 AA6791  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6791  GEOID HEIGHT    -         -34.15 (meters)                     GEOID93
 AA6791  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 AA6791  NAD 83(2011) X  -    546,589.620 (meters)                     COMP
 AA6791  NAD 83(2011) Y  - -4,692,240.754 (meters)                     COMP
 AA6791  NAD 83(2011) Z  -  4,271,284.861 (meters)                     COMP
 AA6791  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 AA6791
 AA6791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6791  Standards:
 AA6791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6791  -------------------------------------------------------------------
 AA6791  NETWORK    0.83   0.84           0.38   0.28   0.43      0.00013357
 AA6791  -------------------------------------------------------------------
 AA6791  Click here for local accuracies and other accuracy information.
 AA6791
 AA6791.The horizontal coordinates were established by GPS observations
 AA6791.and adjusted by the National Geodetic Survey in June 2012.
 AA6791
 AA6791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6791.been affixed to the stable North American tectonic plate. See 
 AA6791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6791
 AA6791.The horizontal coordinates are valid at the epoch date displayed above
 AA6791.which is a decimal equivalence of Year/Month/Day.
 AA6791
 AA6791.The orthometric height was determined by GPS observations and a
 AA6791.high-resolution geoid model.
 AA6791
 AA6791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6791.GEOID18 height accuracy estimate available here.
 AA6791
 AA6791.Click photographs - Photos may exist for this station.
 AA6791
 AA6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6791
 AA6791.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6791
 AA6791.The ellipsoidal height was determined by GPS observations
 AA6791.and is referenced to NAD 83.
 AA6791
 AA6791. The following values were computed from the NAD 83(2011) position.
 AA6791
 AA6791;                    North         East     Units Scale Factor Converg.
 AA6791;SPC MI S     -    90,534.073 4,083,347.252   MT  0.99995680   +0 41 16.8
 AA6791;SPC MI S     -   297,027.80 13,396,808.57   iFT  0.99995680   +0 41 16.8
 AA6791;UTM  17      - 4,686,943.846   305,854.723   MT  1.00006379   -1 35 10.4
 AA6791
 AA6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6791!SPC MI S     -   0.99997446  x   0.99995680  =   0.99993126
 AA6791!UTM  17      -   0.99997446  x   1.00006379  =   1.00003824
 AA6791
 AA6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0585486943(NAD 83)
 AA6791
 AA6791                          SUPERSEDED SURVEY CONTROL
 AA6791
 AA6791  NAD 83(2007)-  42 18 37.95720(N)    083 21 20.43436(W) AD(2002.00) 0
 AA6791  ELLIP H (02/10/07)  162.870  (m)                       GP(2002.00)    
 AA6791  ELLIP H (07/12/02)  162.902  (m)                       GP(       ) 4 1
 AA6791  NAD 83(1994)-  42 18 37.95708(N)    083 21 20.43397(W) AD(       ) 1
 AA6791  ELLIP H (02/03/97)  162.949  (m)                       GP(       ) 4 1
 AA6791  NAD 83(1986)-  42 18 37.96227(N)    083 21 20.46282(W) AD(       ) 1
 AA6791
 AA6791.Superseded values are not recommended for survey control.
 AA6791
 AA6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6791.See file dsdata.pdf to determine how the superseded data were derived.
 AA6791
 AA6791_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6791_STAMPING: 8-2 1994
 AA6791_MARK LOGO: MI-163
 AA6791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6791+STABILITY: SURFACE MOTION
 AA6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6791+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2011
 AA6791
 AA6791  HISTORY     - Date     Condition        Report By
 AA6791  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6791  HISTORY     - 20021212 GOOD             INDIV
 AA6791  HISTORY     - 20061121 GOOD             INDIV
 AA6791  HISTORY     - 20071221 GOOD             INDIV
 AA6791  HISTORY     - 20111104 GOOD             GEOCAC
 AA6791
 AA6791                          STATION DESCRIPTION
 AA6791
 AA6791'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6791'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DETROIT METRO AIRPORT
 AA6791'ON CHERRY HILL ROAD ABOUT 1/2 MILE WEST OF MERRIMAN ROAD. TO REACH
 AA6791'FROM THE INTERSECTION OF M-153 (FORD ROAD) AND VENOY ROAD, PROCEED
 AA6791'SOUTH ON VENOY ROAD FOR 1.0  MILE TO CHERRY HILL ROAD, THENCE GO EAST
 AA6791'ON CHERRY HILL FOR 0.4 MILESTO THE STATION ON THE RIGHT. THE MONUMENT
 AA6791'IS OPPOSITE THE HOUSE AT 31990 CHERRY HILL. THE STATION IS A BRASS
 AA6791''WAYNE COUNTY REMON' CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6791'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF CHERRY HILL IS N 0
 AA6791'W, 34.2 FEET,  CENTERLINE OF CRAIG STREET IS N 90 W, 86.6 FEET,  A
 AA6791'LIGHT POLE IS S 85 W, 81.01 FEET,  THE NORTH EDGE OF SIDEWALK IS S 0
 AA6791'W, 19.75 FEET.
 AA6791
 AA6791                          STATION RECOVERY (2002)
 AA6791
 AA6791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6791'RECOVERED IN GOOD CONDITION.
 AA6791
 AA6791                          STATION RECOVERY (2006)
 AA6791
 AA6791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6791'RECOVERED IN GOOD CONDITION.
 AA6791
 AA6791                          STATION RECOVERY (2007)
 AA6791
 AA6791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6791'RECOVERED IN GOOD CONDITION.
 AA6791
 AA6791                          STATION RECOVERY (2011)
 AA6791
 AA6791'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 AA6791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0462 ***********************************************************************
 NE0462  DESIGNATION -  8 A 3
 NE0462  PID         -  NE0462
 NE0462  STATE/COUNTY-  MI/OAKLAND
 NE0462  COUNTRY     -  US
 NE0462  USGS QUAD   -  BIRMINGHAM (2017)
 NE0462
 NE0462                         *CURRENT SURVEY CONTROL
 NE0462  ______________________________________________________________________
 NE0462* NAD 83(1986) POSITION- 42 30 15.     (N) 083 08 41.     (W)   SCALED
 NE0462* NAVD 88 ORTHO HEIGHT -   200.851 (meters)      658.96  (feet) ADJUSTED
 NE0462  ______________________________________________________________________
 NE0462  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 NE0462  DYNAMIC HEIGHT  -        200.794 (meters)      658.77  (feet) COMP
 NE0462  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 NE0462
 NE0462  VERT ORDER      -  SECOND    CLASS 0
 NE0462
 NE0462.The horizontal coordinates were scaled from a map and have
 NE0462.an estimated accuracy of +/- 6 seconds.
 NE0462
 NE0462.The orthometric height was determined by differential leveling and
 NE0462.adjusted by the NATIONAL GEODETIC SURVEY
 NE0462.in June 1991.
 NE0462
 NE0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0462.GEOID18 height accuracy estimate available here.
 NE0462
 NE0462.Click photographs - Photos may exist for this station.
 NE0462
 NE0462.The dynamic height is computed by dividing the NAVD 88
 NE0462.geopotential number by the normal gravity value computed on the
 NE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0462.degrees latitude (g = 980.6199 gals.).
 NE0462
 NE0462.The modeled gravity was interpolated from observed gravity values.
 NE0462
 NE0462;                    North         East    Units  Estimated Accuracy
 NE0462;SPC MI S     -   112,270.    4,100,430.      MT  (+/- 180 meters Scaled)
 NE0462
 NE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH237079(NAD 83)
 NE0462
 NE0462                          SUPERSEDED SURVEY CONTROL
 NE0462
 NE0462  NGVD 29 (??/??/92)  200.987  (m)          659.40   (f) ADJ UNCH    2 0
 NE0462
 NE0462.Superseded values are not recommended for survey control.
 NE0462
 NE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0462.See file dsdata.pdf to determine how the superseded data were derived.
 NE0462
 NE0462_MARKER: DD = SURVEY DISK
 NE0462_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0462_STAMPING: 8 A 3 659.405
 NE0462_MARK LOGO: CGS+SS
 NE0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0462
 NE0462  HISTORY     - Date     Condition        Report By
 NE0462  HISTORY     - 1934     MONUMENTED       MIGS
 NE0462  HISTORY     - 1955     MARK NOT FOUND   CGS
 NE0462  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0462  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0462
 NE0462                          STATION DESCRIPTION
 NE0462
 NE0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NE0462'AT ROYAL OAK.
 NE0462'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF TWELVE
 NE0462'MILE ROAD AND MAIN STREET, 47 FEET NORTHWEST OF THE INTERSECTION
 NE0462'OF THE CENTERLINES, 74 FEET NORTH OF THE NORTHEAST CORNER OF A
 NE0462'FRAME HOUSE, 42 FEET WEST OF THE CENTERLINE OF MAIN STREET, 21
 NE0462'FEET NORTH OF THE CENTERLINE OF TWELVE MILE ROAD, AND LEVEL WITH
 NE0462'THE SURFACE OF THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN
 NE0462'THE TOP OF A CONCRETE POST.  NOTE-- A MARKET IS BUILT OVER
 NE0462'LOCATION, TWELVE MILE ROAD IS OAKWOOD BLVD. IN TOWN, FRAME
 NE0462'HOUSE MENTIONED IN DESCRIPTION NO LONGER EXISTS.  MARK IS NORTH
 NE0462'ACROSS STREET FROM GROCERY STORE AND GAS STATION.  IT IS 7 FEET
 NE0462'SOUTHWEST OF MAILBOX, 6 FEET SOUTH OF SIDEWALK, AND 3 FEET
 NE0462'NORTH OF NORTH CURB, AND 9 INCHES BELOW SURFACE OF GROUND.  MARK
 NE0462'IS NOW STAMPED 8 A 3 659.405.
 NE0462
 NE0462                          STATION RECOVERY (1994)
 NE0462
 NE0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0462'MARK NOT FOUND.
 NE0462
 NE0462                          STATION RECOVERY (2001)
 NE0462
 NE0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0457 ***********************************************************************
 NE0457  DESIGNATION -  8 B 2
 NE0457  PID         -  NE0457
 NE0457  STATE/COUNTY-  MI/OAKLAND
 NE0457  COUNTRY     -  US
 NE0457  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0457
 NE0457                         *CURRENT SURVEY CONTROL
 NE0457  ______________________________________________________________________
 NE0457* NAD 83(1986) POSITION- 42 34 53.     (N) 083 16 19.     (W)   SCALED
 NE0457* NAVD 88 ORTHO HEIGHT -   278.550 (meters)      913.88  (feet) ADJUSTED
 NE0457  ______________________________________________________________________
 NE0457  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 NE0457  DYNAMIC HEIGHT  -        278.470 (meters)      913.61  (feet) COMP
 NE0457  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 NE0457
 NE0457  VERT ORDER      -  SECOND    CLASS 0
 NE0457
 NE0457.The horizontal coordinates were scaled from a map and have
 NE0457.an estimated accuracy of +/- 6 seconds.
 NE0457
 NE0457.The orthometric height was determined by differential leveling and
 NE0457.adjusted by the NATIONAL GEODETIC SURVEY
 NE0457.in June 1991.
 NE0457
 NE0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0457.GEOID18 height accuracy estimate available here.
 NE0457
 NE0457.Click photographs - Photos may exist for this station.
 NE0457
 NE0457.The dynamic height is computed by dividing the NAVD 88
 NE0457.geopotential number by the normal gravity value computed on the
 NE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0457.degrees latitude (g = 980.6199 gals.).
 NE0457
 NE0457.The modeled gravity was interpolated from observed gravity values.
 NE0457
 NE0457;                    North         East    Units  Estimated Accuracy
 NE0457;SPC MI S     -   120,700.    4,089,860.      MT  (+/- 180 meters Scaled)
 NE0457
 NE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH135168(NAD 83)
 NE0457
 NE0457                          SUPERSEDED SURVEY CONTROL
 NE0457
 NE0457  NGVD 29 (??/??/92)  278.678  (m)          914.30   (f) ADJ UNCH    2 0
 NE0457
 NE0457.Superseded values are not recommended for survey control.
 NE0457
 NE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0457.See file dsdata.pdf to determine how the superseded data were derived.
 NE0457
 NE0457_MARKER: DD = SURVEY DISK
 NE0457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0457_MARK LOGO: CGS+SS
 NE0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0457
 NE0457  HISTORY     - Date     Condition        Report By
 NE0457  HISTORY     - 1934     MONUMENTED       MIGS
 NE0457  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0457  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0457
 NE0457                          STATION DESCRIPTION
 NE0457
 NE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0457'1.5 MI W FROM BLOOMFIELD HILLS.
 NE0457'1.5 MILES WEST ALONG WEST LONG LAKE ROAD FROM THE POST OFFICE
 NE0457'AT BLOOMFIELD HILLS, OAKLAND COUNTY, 0.5 MILE EAST OF THE
 NE0457'INTERSECTION WITH TELEGRAPH ROAD, 12.5 YARDS SOUTH OF THE WEST
 NE0457'END OF A RUBBLE MASONRY RETAINING WALL, 21.8 FEET SOUTH OF THE
 NE0457'CENTERLINE OF WEST LONG LAKE ROAD, 3 FEET NORTH OF A WIRE FENCE
 NE0457'WITH IRON POSTS, AND 1 FOOT LOWER THAN THE SURFACE OF WEST LONG
 NE0457'LAKE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0457'CONCRETE POST.
 NE0457
 NE0457                          STATION RECOVERY (1994)
 NE0457
 NE0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0456 ***********************************************************************
 NE0456  DESIGNATION -  8 C 2
 NE0456  PID         -  NE0456
 NE0456  STATE/COUNTY-  MI/OAKLAND
 NE0456  COUNTRY     -  US
 NE0456  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0456
 NE0456                         *CURRENT SURVEY CONTROL
 NE0456  ______________________________________________________________________
 NE0456* NAD 83(1986) POSITION- 42 34 53.     (N) 083 16 51.     (W)   SCALED
 NE0456* NAVD 88 ORTHO HEIGHT -   282.104 (meters)      925.54  (feet) ADJUSTED
 NE0456  ______________________________________________________________________
 NE0456  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 NE0456  DYNAMIC HEIGHT  -        282.022 (meters)      925.27  (feet) COMP
 NE0456  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 NE0456
 NE0456  VERT ORDER      -  SECOND    CLASS 0
 NE0456
 NE0456.The horizontal coordinates were scaled from a map and have
 NE0456.an estimated accuracy of +/- 6 seconds.
 NE0456
 NE0456.The orthometric height was determined by differential leveling and
 NE0456.adjusted by the NATIONAL GEODETIC SURVEY
 NE0456.in June 1991.
 NE0456
 NE0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0456.GEOID18 height accuracy estimate available here.
 NE0456
 NE0456.Click photographs - Photos may exist for this station.
 NE0456
 NE0456.The dynamic height is computed by dividing the NAVD 88
 NE0456.geopotential number by the normal gravity value computed on the
 NE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0456.degrees latitude (g = 980.6199 gals.).
 NE0456
 NE0456.The modeled gravity was interpolated from observed gravity values.
 NE0456
 NE0456;                    North         East    Units  Estimated Accuracy
 NE0456;SPC MI S     -   120,690.    4,089,130.      MT  (+/- 180 meters Scaled)
 NE0456
 NE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH128168(NAD 83)
 NE0456
 NE0456                          SUPERSEDED SURVEY CONTROL
 NE0456
 NE0456  NGVD 29 (??/??/92)  282.232  (m)          925.96   (f) ADJ UNCH    2 0
 NE0456
 NE0456.Superseded values are not recommended for survey control.
 NE0456
 NE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0456.See file dsdata.pdf to determine how the superseded data were derived.
 NE0456
 NE0456_MARKER: DD = SURVEY DISK
 NE0456_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0456_MARK LOGO: CGS+SS
 NE0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0456
 NE0456  HISTORY     - Date     Condition        Report By
 NE0456  HISTORY     - 1934     MONUMENTED       MIGS
 NE0456  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0456  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0456
 NE0456                          STATION DESCRIPTION
 NE0456
 NE0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0456'2 MI W FROM BLOOMFIELD HILLS.
 NE0456'2.0 MILES WEST ALONG WEST LONG LAKE ROAD FROM THE POST OFFICE
 NE0456'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0456'TELEGRAPH ROAD, 17.5 YARDS NORTHWEST OF THE INTERSECTION OF THE
 NE0456'CENTERLINES, 42.3 FEET NORTH OF THE CENTERLINE OF WEST LONG
 NE0456'LAKE ROAD, 32.1 FEET WEST OF THE CENTERLINE OF TELEGRAPH ROAD,
 NE0456'AND 6 INCHES LOWER THAN THE SURFACE OF TELEGRAPH ROAD.  A STATE
 NE0456'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0456
 NE0456                          STATION RECOVERY (1994)
 NE0456
 NE0456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0463 ***********************************************************************
 NE0463  DESIGNATION -  8 C 3
 NE0463  PID         -  NE0463
 NE0463  STATE/COUNTY-  MI/OAKLAND
 NE0463  COUNTRY     -  US
 NE0463  USGS QUAD   -  BIRMINGHAM (2017)
 NE0463
 NE0463                         *CURRENT SURVEY CONTROL
 NE0463  ______________________________________________________________________
 NE0463* NAD 83(1986) POSITION- 42 30 13.     (N) 083 10 19.     (W)   SCALED
 NE0463* NAVD 88 ORTHO HEIGHT -   203.335 (meters)      667.11  (feet) ADJUSTED
 NE0463  ______________________________________________________________________
 NE0463  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 NE0463  DYNAMIC HEIGHT  -        203.277 (meters)      666.92  (feet) COMP
 NE0463  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 NE0463
 NE0463  VERT ORDER      -  SECOND    CLASS 0
 NE0463
 NE0463.The horizontal coordinates were scaled from a map and have
 NE0463.an estimated accuracy of +/- 6 seconds.
 NE0463
 NE0463.The orthometric height was determined by differential leveling and
 NE0463.adjusted by the NATIONAL GEODETIC SURVEY
 NE0463.in June 1991.
 NE0463
 NE0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0463.GEOID18 height accuracy estimate available here.
 NE0463
 NE0463.Click photographs - Photos may exist for this station.
 NE0463
 NE0463.The dynamic height is computed by dividing the NAVD 88
 NE0463.geopotential number by the normal gravity value computed on the
 NE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0463.degrees latitude (g = 980.6199 gals.).
 NE0463
 NE0463.The modeled gravity was interpolated from observed gravity values.
 NE0463
 NE0463;                    North         East    Units  Estimated Accuracy
 NE0463;SPC MI S     -   112,180.    4,098,190.      MT  (+/- 180 meters Scaled)
 NE0463
 NE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH215079(NAD 83)
 NE0463
 NE0463                          SUPERSEDED SURVEY CONTROL
 NE0463
 NE0463  NGVD 29 (??/??/92)  203.471  (m)          667.55   (f) ADJ UNCH    2 0
 NE0463
 NE0463.Superseded values are not recommended for survey control.
 NE0463
 NE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0463.See file dsdata.pdf to determine how the superseded data were derived.
 NE0463
 NE0463_MARKER: DD = SURVEY DISK
 NE0463_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0463_MARK LOGO: CGS+SS
 NE0463_PROJECTION: RECESSED 30 CENTIMETERS
 NE0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0463
 NE0463  HISTORY     - Date     Condition        Report By
 NE0463  HISTORY     - 1934     MONUMENTED       MIGS
 NE0463  HISTORY     - 1955     GOOD             CGS
 NE0463  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0463
 NE0463                          STATION DESCRIPTION
 NE0463
 NE0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NE0463'AT ROYAL OAK.
 NE0463'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF WOODWARD
 NE0463'AVENUE AND TWELVE MILE ROAD, NORTH OF TWELVE MILE ROAD, IN THE
 NE0463'CENTER OF A PLOT OF GRASS DIVIDING THE EAST AND WEST TRAFFIC
 NE0463'LANES OF WOODWARD AVENUE, 4 FEET SOUTH OF THE NORTH CURB OF
 NE0463'THE GRASS PLOT, AND 6 INCHES LOWER THAN THE SURFACE OF TWELVE
 NE0463'MILE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0463'CONCRETE POST.  NOTE-- 12 INCHES BELOW SURFACE OF THE BOULEVARD.
 NE0463
 NE0463                          STATION RECOVERY (1994)
 NE0463
 NE0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0455 ***********************************************************************
 NE0455  DESIGNATION -  8 D 2
 NE0455  PID         -  NE0455
 NE0455  STATE/COUNTY-  MI/OAKLAND
 NE0455  COUNTRY     -  US
 NE0455  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0455
 NE0455                         *CURRENT SURVEY CONTROL
 NE0455  ______________________________________________________________________
 NE0455* NAD 83(1986) POSITION- 42 32 40.     (N) 083 17 31.     (W)   SCALED
 NE0455* NAVD 88 ORTHO HEIGHT -   257.293 (meters)      844.14  (feet) ADJUSTED
 NE0455  ______________________________________________________________________
 NE0455  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 NE0455  DYNAMIC HEIGHT  -        257.220 (meters)      843.90  (feet) COMP
 NE0455  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 NE0455
 NE0455  VERT ORDER      -  SECOND    CLASS 0
 NE0455
 NE0455.The horizontal coordinates were scaled from a map and have
 NE0455.an estimated accuracy of +/- 6 seconds.
 NE0455
 NE0455.The orthometric height was determined by differential leveling and
 NE0455.adjusted by the NATIONAL GEODETIC SURVEY
 NE0455.in June 1991.
 NE0455
 NE0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0455.GEOID18 height accuracy estimate available here.
 NE0455
 NE0455.Click photographs - Photos may exist for this station.
 NE0455
 NE0455.The dynamic height is computed by dividing the NAVD 88
 NE0455.geopotential number by the normal gravity value computed on the
 NE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0455.degrees latitude (g = 980.6199 gals.).
 NE0455
 NE0455.The modeled gravity was interpolated from observed gravity values.
 NE0455
 NE0455;                    North         East    Units  Estimated Accuracy
 NE0455;SPC MI S     -   116,580.    4,088,270.      MT  (+/- 180 meters Scaled)
 NE0455
 NE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH118127(NAD 83)
 NE0455
 NE0455                          SUPERSEDED SURVEY CONTROL
 NE0455
 NE0455  NGVD 29 (??/??/92)  257.424  (m)          844.57   (f) ADJ UNCH    2 0
 NE0455
 NE0455.Superseded values are not recommended for survey control.
 NE0455
 NE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0455.See file dsdata.pdf to determine how the superseded data were derived.
 NE0455
 NE0455_MARKER: DD = SURVEY DISK
 NE0455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0455_STAMPING: 8 D 2 844.565
 NE0455_MARK LOGO: CGS+SS
 NE0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0455
 NE0455  HISTORY     - Date     Condition        Report By
 NE0455  HISTORY     - 1934     MONUMENTED       MIGS
 NE0455  HISTORY     - 1941     GOOD             CGS
 NE0455  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE0455
 NE0455                          STATION DESCRIPTION
 NE0455
 NE0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0455'3.9 MI W FROM BIRMINGHAM.
 NE0455'3.9 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0455'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0455'WORLINGTON STREET, 14 YARDS NORTHWEST OF THE INTERSECTION OF
 NE0455'THE CENTERLINES, 30 FEET WEST OF THE CENTERLINE OF WORLINGTON
 NE0455'STREET, 26 FEET NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND
 NE0455'LEVEL WITH THE SURFACE OF WEST MAPLE ROAD.  A STATE SURVEY
 NE0455'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 NE0455'MARK IS 24 FEET WEST OF THE CENTERLINE OF WORLINGTON STREET.
 NE0455'IT IS NOW STAMPED 8 D 2 844.565.
 NE0455
 NE0455                          STATION RECOVERY (2006)
 NE0455
 NE0455'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0455'DESTROYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0464 ***********************************************************************
 NE0464  DESIGNATION -  8 D 3
 NE0464  PID         -  NE0464
 NE0464  STATE/COUNTY-  MI/OAKLAND
 NE0464  COUNTRY     -  US
 NE0464  USGS QUAD   -  BIRMINGHAM (2017)
 NE0464
 NE0464                         *CURRENT SURVEY CONTROL
 NE0464  ______________________________________________________________________
 NE0464* NAD 83(1986) POSITION- 42 30 11.     (N) 083 11 02.     (W)   SCALED
 NE0464* NAVD 88 ORTHO HEIGHT -   208.318 (meters)      683.46  (feet) ADJUSTED
 NE0464  ______________________________________________________________________
 NE0464  GEOID HEIGHT    -        -34.276 (meters)                     GEOID18
 NE0464  DYNAMIC HEIGHT  -        208.260 (meters)      683.27  (feet) COMP
 NE0464  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 NE0464
 NE0464  VERT ORDER      -  SECOND    CLASS 0
 NE0464
 NE0464.The horizontal coordinates were scaled from a map and have
 NE0464.an estimated accuracy of +/- 6 seconds.
 NE0464
 NE0464.The orthometric height was determined by differential leveling and
 NE0464.adjusted by the NATIONAL GEODETIC SURVEY
 NE0464.in June 1991.
 NE0464
 NE0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0464.GEOID18 height accuracy estimate available here.
 NE0464
 NE0464.Click photographs - Photos may exist for this station.
 NE0464
 NE0464.The dynamic height is computed by dividing the NAVD 88
 NE0464.geopotential number by the normal gravity value computed on the
 NE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0464.degrees latitude (g = 980.6199 gals.).
 NE0464
 NE0464.The modeled gravity was interpolated from observed gravity values.
 NE0464
 NE0464;                    North         East    Units  Estimated Accuracy
 NE0464;SPC MI S     -   112,100.    4,097,210.      MT  (+/- 180 meters Scaled)
 NE0464
 NE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH205079(NAD 83)
 NE0464
 NE0464                          SUPERSEDED SURVEY CONTROL
 NE0464
 NE0464  NGVD 29 (??/??/92)  208.453  (m)          683.90   (f) ADJ UNCH    2 0
 NE0464
 NE0464.Superseded values are not recommended for survey control.
 NE0464
 NE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0464.See file dsdata.pdf to determine how the superseded data were derived.
 NE0464
 NE0464_MARKER: DD = SURVEY DISK
 NE0464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0464_STAMPING: 8 D 3 683.900
 NE0464_MARK LOGO: CGS+SS
 NE0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0464
 NE0464  HISTORY     - Date     Condition        Report By
 NE0464  HISTORY     - 1934     MONUMENTED       MIGS
 NE0464  HISTORY     - 1955     MARK NOT FOUND   CGS
 NE0464  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0464
 NE0464                          STATION DESCRIPTION
 NE0464
 NE0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NE0464'AT BERKLEY.
 NE0464'AT BERKLEY, OAKLAND COUNTY, AT THE INTERSECTION OF OAKWOOD
 NE0464'AVENUE AND COOLIDGE HIGHWAY, 17 YARDS SOUTHEAST OF THE INTERSECTION
 NE0464'OF THE CENTERLINES, 43.8 FEET EAST OF THE CENTERLINE OF COOLIDGE
 NE0464'HIGHWAY, 22.6 FEET SOUTH OF THE CENTERLINE OF OAKWOOD AVENUE,
 NE0464'1.4 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND 5 INCHES
 NE0464'LOWER THAN THE SURFACE OF THE SIDEWALK.  A STATE SURVEY STANDARD
 NE0464'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS
 NE0464'1.3 FEET SOUTH OF SOUTH EDGE OF CURB.  IT IS NOW STAMPED 8 D 3
 NE0464'683.900.  THE DRIVE FOR A GASOLINE SERVICE STATION HAS BEEN
 NE0464'BUILT OVER LOCATION.
 NE0464
 NE0464                          STATION RECOVERY (2001)
 NE0464
 NE0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0282 ***********************************************************************
 MC0282  DESIGNATION -  8 DTSRR
 MC0282  PID         -  MC0282
 MC0282  STATE/COUNTY-  MI/MONROE
 MC0282  COUNTRY     -  US
 MC0282  USGS QUAD   -  ERIE (2017)
 MC0282
 MC0282                         *CURRENT SURVEY CONTROL
 MC0282  ______________________________________________________________________
 MC0282* NAD 83(1986) POSITION- 41 46 25.     (N) 083 29 13.     (W)   SCALED
 MC0282* NAVD 88 ORTHO HEIGHT -   180.023 (meters)      590.63  (feet) ADJUSTED
 MC0282  ______________________________________________________________________
 MC0282  GEOID HEIGHT    -        -35.355 (meters)                     GEOID18
 MC0282  DYNAMIC HEIGHT  -        179.955 (meters)      590.40  (feet) COMP
 MC0282  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 MC0282
 MC0282  VERT ORDER      -  FIRST     CLASS I
 MC0282
 MC0282.The horizontal coordinates were scaled from a map and have
 MC0282.an estimated accuracy of +/- 6 seconds.
 MC0282
 MC0282.The orthometric height was determined by differential leveling and
 MC0282.adjusted by the NATIONAL GEODETIC SURVEY
 MC0282.in June 1991.
 MC0282
 MC0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0282.GEOID18 height accuracy estimate available here.
 MC0282
 MC0282.Click photographs - Photos may exist for this station.
 MC0282
 MC0282.The dynamic height is computed by dividing the NAVD 88
 MC0282.geopotential number by the normal gravity value computed on the
 MC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0282.degrees latitude (g = 980.6199 gals.).
 MC0282
 MC0282.The modeled gravity was interpolated from observed gravity values.
 MC0282
 MC0282;                    North         East    Units  Estimated Accuracy
 MC0282;SPC MI S     -    30,780.    4,073,150.      MT  (+/- 180 meters Scaled)
 MC0282
 MC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933276(NAD 83)
 MC0282
 MC0282                          SUPERSEDED SURVEY CONTROL
 MC0282
 MC0282  NGVD 29 (??/??/92)  180.204  (m)          591.22   (f) ADJ UNCH    1 1
 MC0282
 MC0282.Superseded values are not recommended for survey control.
 MC0282
 MC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0282.See file dsdata.pdf to determine how the superseded data were derived.
 MC0282
 MC0282_MARKER: DD = SURVEY DISK
 MC0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0282_SP_SET: PIER
 MC0282_STAMPING: BENCH MARK ELEV NO 8 USG AND G 1899
 MC0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0282
 MC0282  HISTORY     - Date     Condition        Report By
 MC0282  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0282  HISTORY     - 1968     GOOD             CGS
 MC0282  HISTORY     - 1973     GOOD             NGS
 MC0282  HISTORY     - 20070821 POOR             WARNKE
 MC0282
 MC0282                          STATION DESCRIPTION
 MC0282
 MC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0282'10.8 MI SW FROM MONROE.
 MC0282'ABOUT 10.8 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0282'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.1 MILE
 MC0282'SOUTHWEST OF MILEPOST D 46, ALONG THE D AND T SL RR, SET ON THE
 MC0282'TOP OF THE SOUTHWEST END OF THE SOUTHEAST PIER UNDER U.S. HIGHWAY
 MC0282'24 A OVERPASS OVER THE TRACKS, 9 FEET SOUTHEAST OF THE SOUTHEAST
 MC0282'RAIL OF THE D AND T SL RR (NORTHBOUND TRACK), 4 FEET NORTHEAST
 MC0282'OF THE SOUTHWEST END OF THE PIER AND 6 FEET ABOVE THE LEVEL OF
 MC0282'THE TRACK.
 MC0282
 MC0282                          STATION RECOVERY (1973)
 MC0282
 MC0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0282'RECOVERED IN GOOD CONDITION.
 MC0282
 MC0282                          STATION RECOVERY (2007)
 MC0282
 MC0282'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0282'STATION IS LOCATED IN ERIE TOWNSHIP 2.6 MILES S'LY FROM MASON
 MC0282'CONSOLIDATED SCHOOLS 1.5 MILES N'LY FROM SOUTH ERIE PARK
 MC0282'5.3 MILES E'LY FROM BEDFORD HIGH SCHOOL
 MC0282'
 MC0282'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH DIXIE HWY AND
 MC0282'SUBSTATION RD. HEAD E'LY ON SUBSTATION RD. FOR 0.9 MILE TO SUDER AVE.
 MC0282'
 MC0282'CONINUE ON SUBSTATION RD. FOR 0.1 MILE TO DEAD END AT RAILROAD TRACKS.
 MC0282'
 MC0282'WALK TO TRACKS AND TURN LEFT NE'LY. WALK NE'LY ALONG TRACKS FOR 0.1
 MC0282'MILE POINT BELOW I-75 M125 CONNECTOR BRIDGE. POINT IS TO THE RIGHT
 MC0282'SE'LY.
 MC0282'
 MC0282'THE STATION IS THE REMAINS OF STEM FROM DISK ON TOP OF SE'LY CONCRETE
 MC0282'PIER SUPPORTING STEEL PILLARS BELOW I-75 M125 CONNECTOR BRIDGE.
 MC0282'4' NE'LY OF THE CENTER OF THE SW'LY FACE OF 2.8' WIDE PIER.
 MC0282'1' NE'LY OF THE NE'LY FACE OF THE NE'LY STEEL PILLAR BASE.
 MC0282'N80W 45.5' TO A 'BURIED FIBER OPTIC CABLE' PLASTIC MARKER POST.
 MC0282'S20W 63.2' TO NE'LY FACE OF OLD TELEGRAPH POLE
 MC0282'N30E 56.3' TO SW'LY FACE OF OLD TELEGRAPH POLE
 MC0282'N65W 9' TO SOUTHERN MOST RAIL OF RAILROAD TRACK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0454 ***********************************************************************
 NE0454  DESIGNATION -  8 E 2
 NE0454  PID         -  NE0454
 NE0454  STATE/COUNTY-  MI/OAKLAND
 NE0454  COUNTRY     -  US
 NE0454  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0454
 NE0454                         *CURRENT SURVEY CONTROL
 NE0454  ______________________________________________________________________
 NE0454* NAD 83(1986) POSITION- 42 32 41.     (N) 083 17 07.     (W)   SCALED
 NE0454* NAVD 88 ORTHO HEIGHT -   256.997 (meters)      843.16  (feet) ADJUSTED
 NE0454  ______________________________________________________________________
 NE0454  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 NE0454  DYNAMIC HEIGHT  -        256.924 (meters)      842.92  (feet) COMP
 NE0454  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 NE0454
 NE0454  VERT ORDER      -  SECOND    CLASS 0
 NE0454
 NE0454.The horizontal coordinates were scaled from a map and have
 NE0454.an estimated accuracy of +/- 6 seconds.
 NE0454
 NE0454.The orthometric height was determined by differential leveling and
 NE0454.adjusted by the NATIONAL GEODETIC SURVEY
 NE0454.in June 1991.
 NE0454
 NE0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0454.GEOID18 height accuracy estimate available here.
 NE0454
 NE0454.Click photographs - Photos may exist for this station.
 NE0454
 NE0454.The dynamic height is computed by dividing the NAVD 88
 NE0454.geopotential number by the normal gravity value computed on the
 NE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0454.degrees latitude (g = 980.6199 gals.).
 NE0454
 NE0454.The modeled gravity was interpolated from observed gravity values.
 NE0454
 NE0454;                    North         East    Units  Estimated Accuracy
 NE0454;SPC MI S     -   116,620.    4,088,820.      MT  (+/- 180 meters Scaled)
 NE0454
 NE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH123127(NAD 83)
 NE0454
 NE0454                          SUPERSEDED SURVEY CONTROL
 NE0454
 NE0454  NGVD 29 (??/??/92)  257.127  (m)          843.59   (f) ADJ UNCH    2 0
 NE0454
 NE0454.Superseded values are not recommended for survey control.
 NE0454
 NE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0454.See file dsdata.pdf to determine how the superseded data were derived.
 NE0454
 NE0454_MARKER: DD = SURVEY DISK
 NE0454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0454_MARK LOGO: CGS+SS
 NE0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0454
 NE0454  HISTORY     - Date     Condition        Report By
 NE0454  HISTORY     - 1934     MONUMENTED       MIGS
 NE0454  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0454
 NE0454                          STATION DESCRIPTION
 NE0454
 NE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0454'3.5 MI W FROM BIRMINGHAM.
 NE0454'3.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0454'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH TELEGRAPH
 NE0454'ROAD, 17.5 YARDS SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0454'44.9 FEET EAST OF THE CENTERLINE OF TELEGRAPH ROAD, 26.1 FEET
 NE0454'SOUTH OF THE CENTERLINE OF WEST MAPLE ROAD, 5.5 FEET NORTHEAST
 NE0454'OF THE NORTHEAST CORNER OF A CULVERT HEADWALL, AND 1.5 FEET LOWER
 NE0454'THAN THE SURFACE OF TELEGRAPH ROAD.  A STATE SURVEY STANDARD
 NE0454'DISK, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0465 ***********************************************************************
 NE0465  DESIGNATION -  8 E 3
 NE0465  PID         -  NE0465
 NE0465  STATE/COUNTY-  MI/OAKLAND
 NE0465  COUNTRY     -  US
 NE0465  USGS QUAD   -  BIRMINGHAM (2017)
 NE0465
 NE0465                         *CURRENT SURVEY CONTROL
 NE0465  ______________________________________________________________________
 NE0465* NAD 83(1986) POSITION- 42 30 10.     (N) 083 12 11.     (W)   SCALED
 NE0465* NAVD 88 ORTHO HEIGHT -   215.980 (meters)      708.59  (feet) ADJUSTED
 NE0465  ______________________________________________________________________
 NE0465  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 NE0465  DYNAMIC HEIGHT  -        215.919 (meters)      708.39  (feet) COMP
 NE0465  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 NE0465
 NE0465  VERT ORDER      -  SECOND    CLASS 0
 NE0465
 NE0465.The horizontal coordinates were scaled from a map and have
 NE0465.an estimated accuracy of +/- 6 seconds.
 NE0465
 NE0465.The orthometric height was determined by differential leveling and
 NE0465.adjusted by the NATIONAL GEODETIC SURVEY
 NE0465.in June 1991.
 NE0465
 NE0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0465.GEOID18 height accuracy estimate available here.
 NE0465
 NE0465.Click photographs - Photos may exist for this station.
 NE0465
 NE0465.The dynamic height is computed by dividing the NAVD 88
 NE0465.geopotential number by the normal gravity value computed on the
 NE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0465.degrees latitude (g = 980.6199 gals.).
 NE0465
 NE0465.The modeled gravity was interpolated from observed gravity values.
 NE0465
 NE0465;                    North         East    Units  Estimated Accuracy
 NE0465;SPC MI S     -   112,050.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0465
 NE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH189079(NAD 83)
 NE0465
 NE0465                          SUPERSEDED SURVEY CONTROL
 NE0465
 NE0465  NGVD 29 (??/??/92)  216.112  (m)          709.03   (f) ADJ UNCH    2 0
 NE0465
 NE0465.Superseded values are not recommended for survey control.
 NE0465
 NE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0465.See file dsdata.pdf to determine how the superseded data were derived.
 NE0465
 NE0465_MARKER: DD = SURVEY DISK
 NE0465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0465_STAMPING: 8 E 3 709.027
 NE0465_MARK LOGO: CGS+SS
 NE0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0465
 NE0465  HISTORY     - Date     Condition        Report By
 NE0465  HISTORY     - 1934     MONUMENTED       MIGS
 NE0465  HISTORY     - 1955     MARK NOT FOUND   CGS
 NE0465
 NE0465                          STATION DESCRIPTION
 NE0465
 NE0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NE0465'1 MI W FROM BERKLEY.
 NE0465'1.0 MILE WEST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0465'WITH COOLIDGE HIGHWAY AT BERKLEY, OAKLAND COUNTY, AT THE
 NE0465'INTERSECTION WITH GREENFIELD ROAD, 22 YARDS NORTHWEST OF THE
 NE0465'INTERSECTION OF THE CENTERLINES, 61 FEET WEST OF THE CENTERLINE
 NE0465'OF GREENFIELD ROAD, 28.2 FEET NORTH OF THE CENTERLINE OF TWELVE
 NE0465'MILE ROAD, AND LEVEL WITH THE SURFACE OF THE ROAD.  A STATE
 NE0465'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0465'NOTE-- THE MARK IS 3 FEET NORTH OF THE EDGE OF THE PAVEMENT.
 NE0465'THE MARK IS NOW STAMPED 8 E 3 709.027.  DRIVE FOR A GASOLINE
 NE0465'SERVICE STATION HAS BEEN BUILT OVER LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0453 ***********************************************************************
 NE0453  DESIGNATION -  8 F 2
 NE0453  PID         -  NE0453
 NE0453  STATE/COUNTY-  MI/OAKLAND
 NE0453  COUNTRY     -  US
 NE0453  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE0453
 NE0453                         *CURRENT SURVEY CONTROL
 NE0453  ______________________________________________________________________
 NE0453* NAD 83(1986) POSITION- 42 32 44.     (N) 083 15 48.     (W)   SCALED
 NE0453* NAVD 88 ORTHO HEIGHT -   243.610 (meters)      799.24  (feet) ADJUSTED
 NE0453  ______________________________________________________________________
 NE0453  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 NE0453  DYNAMIC HEIGHT  -        243.541 (meters)      799.02  (feet) COMP
 NE0453  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 NE0453
 NE0453  VERT ORDER      -  SECOND    CLASS 0
 NE0453
 NE0453.The horizontal coordinates were scaled from a map and have
 NE0453.an estimated accuracy of +/- 6 seconds.
 NE0453
 NE0453.The orthometric height was determined by differential leveling and
 NE0453.adjusted by the NATIONAL GEODETIC SURVEY
 NE0453.in June 1991.
 NE0453
 NE0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0453.GEOID18 height accuracy estimate available here.
 NE0453
 NE0453.Click photographs - Photos may exist for this station.
 NE0453
 NE0453.The dynamic height is computed by dividing the NAVD 88
 NE0453.geopotential number by the normal gravity value computed on the
 NE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0453.degrees latitude (g = 980.6199 gals.).
 NE0453
 NE0453.The modeled gravity was interpolated from observed gravity values.
 NE0453
 NE0453;                    North         East    Units  Estimated Accuracy
 NE0453;SPC MI S     -   116,730.    4,090,620.      MT  (+/- 180 meters Scaled)
 NE0453
 NE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH141128(NAD 83)
 NE0453
 NE0453                          SUPERSEDED SURVEY CONTROL
 NE0453
 NE0453  NGVD 29 (??/??/92)  243.740  (m)          799.67   (f) ADJ UNCH    2 0
 NE0453
 NE0453.Superseded values are not recommended for survey control.
 NE0453
 NE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0453.See file dsdata.pdf to determine how the superseded data were derived.
 NE0453
 NE0453_MARKER: DD = SURVEY DISK
 NE0453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0453_STAMPING: 8 F 2 799.670
 NE0453_MARK LOGO: CGS+SS
 NE0453_PROJECTION: RECESSED 25 CENTIMETERS
 NE0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0453
 NE0453  HISTORY     - Date     Condition        Report By
 NE0453  HISTORY     - 1934     MONUMENTED       MIGS
 NE0453  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0453  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0453
 NE0453                          STATION DESCRIPTION
 NE0453
 NE0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0453'2.5 MI W FROM BIRMINGHAM.
 NE0453'2.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0453'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH REDFORD
 NE0453'ROAD, 58 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0453'30 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE 2-STORY FRAME
 NE0453'HOUSE OF H. BAKER, 22 YARDS NORTHWEST OF A FIRE HYDRANT, 23.8
 NE0453'FEET NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND 6 INCHES
 NE0453'HIGHER THAN THE SURFACE OF THE ROAD.  A STATE SURVEY STANDARD
 NE0453'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- REPORT OF 1941
 NE0453'STATES THAT THE MARK IS SOUTHEAST OF A FIRE HYDRANT.  IT IS
 NE0453'10 INCHES BELOW THE SURFACE OF THE GROUND, AND 14.4 FEET SOUTHEAST
 NE0453'OF AN 18-INCH WALNUT TREE.  REDFORD ROAD IS NOW CALLED LAHSER
 NE0453'ROAD.  THE MARK WAS STAMPED 8 F 2 799.670.
 NE0453
 NE0453                          STATION RECOVERY (1994)
 NE0453
 NE0453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0469 ***********************************************************************
 NE0469  DESIGNATION -  8 G 2
 NE0469  PID         -  NE0469
 NE0469  STATE/COUNTY-  MI/OAKLAND
 NE0469  COUNTRY     -  US
 NE0469  USGS QUAD   -  BIRMINGHAM (2017)
 NE0469
 NE0469                         *CURRENT SURVEY CONTROL
 NE0469  ______________________________________________________________________
 NE0469* NAD 83(1986) POSITION- 42 32 46.     (N) 083 14 43.     (W)   SCALED
 NE0469* NAVD 88 ORTHO HEIGHT -   230.833 (meters)      757.32  (feet) ADJUSTED
 NE0469  ______________________________________________________________________
 NE0469  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 NE0469  DYNAMIC HEIGHT  -        230.767 (meters)      757.11  (feet) COMP
 NE0469  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 NE0469
 NE0469  VERT ORDER      -  SECOND    CLASS 0
 NE0469
 NE0469.The horizontal coordinates were scaled from a map and have
 NE0469.an estimated accuracy of +/- 6 seconds.
 NE0469
 NE0469.The orthometric height was determined by differential leveling and
 NE0469.adjusted by the NATIONAL GEODETIC SURVEY
 NE0469.in June 1991.
 NE0469
 NE0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0469.GEOID18 height accuracy estimate available here.
 NE0469
 NE0469.Click photographs - Photos may exist for this station.
 NE0469
 NE0469.The dynamic height is computed by dividing the NAVD 88
 NE0469.geopotential number by the normal gravity value computed on the
 NE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0469.degrees latitude (g = 980.6199 gals.).
 NE0469
 NE0469.The modeled gravity was interpolated from observed gravity values.
 NE0469
 NE0469;                    North         East    Units  Estimated Accuracy
 NE0469;SPC MI S     -   116,810.    4,092,100.      MT  (+/- 180 meters Scaled)
 NE0469
 NE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH156128(NAD 83)
 NE0469
 NE0469                          SUPERSEDED SURVEY CONTROL
 NE0469
 NE0469  NGVD 29 (??/??/92)  230.962  (m)          757.75   (f) ADJ UNCH    2 0
 NE0469
 NE0469.Superseded values are not recommended for survey control.
 NE0469
 NE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0469.See file dsdata.pdf to determine how the superseded data were derived.
 NE0469
 NE0469_MARKER: DD = SURVEY DISK
 NE0469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0469_STAMPING: 8 G 2 757.748
 NE0469_MARK LOGO: CGS+SS
 NE0469_PROJECTION: FLUSH
 NE0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0469
 NE0469  HISTORY     - Date     Condition        Report By
 NE0469  HISTORY     - 1934     MONUMENTED       MIGS
 NE0469  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0469  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0469
 NE0469                          STATION DESCRIPTION
 NE0469
 NE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0469'1.5 MI W FROM BIRMINGHAM.
 NE0469'1.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0469'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH CRANBROOK
 NE0469'ROAD, 52 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0469'45.7 FEET EAST OF THE CENTERLINE OF CRANBROOK ROAD, 25 FEET
 NE0469'NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND LEVEL WITH THE
 NE0469'SURFACE OF WEST MAPLE ROAD.  A STATE SURVEY STANDARD DISK, SET
 NE0469'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS FLUSH WITH
 NE0469'THE SURFACE OF THE GROUND.  IT IS NOW STAMPED 8 G 2 757.748.
 NE0469
 NE0469                          STATION RECOVERY (1994)
 NE0469
 NE0469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0467 ***********************************************************************
 NE0467  DESIGNATION -  8 G 3
 NE0467  PID         -  NE0467
 NE0467  STATE/COUNTY-  MI/OAKLAND
 NE0467  COUNTRY     -  US
 NE0467  USGS QUAD   -  BIRMINGHAM (2017)
 NE0467
 NE0467                         *CURRENT SURVEY CONTROL
 NE0467  ______________________________________________________________________
 NE0467* NAD 83(1986) POSITION- 42 30 07.     (N) 083 14 32.     (W)   SCALED
 NE0467* NAVD 88 ORTHO HEIGHT -   214.833 (meters)      704.83  (feet) ADJUSTED
 NE0467  ______________________________________________________________________
 NE0467  GEOID HEIGHT    -        -34.184 (meters)                     GEOID18
 NE0467  DYNAMIC HEIGHT  -        214.772 (meters)      704.63  (feet) COMP
 NE0467  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 NE0467
 NE0467  VERT ORDER      -  SECOND    CLASS 0
 NE0467
 NE0467.The horizontal coordinates were scaled from a map and have
 NE0467.an estimated accuracy of +/- 6 seconds.
 NE0467
 NE0467.The orthometric height was determined by differential leveling and
 NE0467.adjusted by the NATIONAL GEODETIC SURVEY
 NE0467.in June 1991.
 NE0467
 NE0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0467.GEOID18 height accuracy estimate available here.
 NE0467
 NE0467.Click photographs - Photos may exist for this station.
 NE0467
 NE0467.The dynamic height is computed by dividing the NAVD 88
 NE0467.geopotential number by the normal gravity value computed on the
 NE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0467.degrees latitude (g = 980.6199 gals.).
 NE0467
 NE0467.The modeled gravity was interpolated from observed gravity values.
 NE0467
 NE0467;                    North         East    Units  Estimated Accuracy
 NE0467;SPC MI S     -   111,910.    4,092,420.      MT  (+/- 180 meters Scaled)
 NE0467
 NE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH157079(NAD 83)
 NE0467
 NE0467                          SUPERSEDED SURVEY CONTROL
 NE0467
 NE0467  NGVD 29 (??/??/92)  214.965  (m)          705.26   (f) ADJ UNCH    2 0
 NE0467
 NE0467.Superseded values are not recommended for survey control.
 NE0467
 NE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0467.See file dsdata.pdf to determine how the superseded data were derived.
 NE0467
 NE0467_MARKER: DD = SURVEY DISK
 NE0467_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0467_STAMPING: 8 G 3 705.264
 NE0467_MARK LOGO: CGS+SS
 NE0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0467
 NE0467  HISTORY     - Date     Condition        Report By
 NE0467  HISTORY     - 1934     MONUMENTED       MIGS
 NE0467  HISTORY     - 1941     GOOD             CGS
 NE0467  HISTORY     - 1971     MARK NOT FOUND   NGS
 NE0467  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0467
 NE0467                          STATION DESCRIPTION
 NE0467
 NE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0467'3.1 MI W FROM BERKLEY.
 NE0467'3.1 MILES WEST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0467'WITH COOLIDGE HIGHWAY AT BERKLEY, OAKLAND COUNTY, AT THE
 NE0467'INTERSECTION WITH EVERGREEN ROAD, 21 YARDS SOUTHWEST OF THE
 NE0467'INTERSECTION OF THE CENTERLINES, 18 YARDS WEST OF THE CENTERLINE
 NE0467'OF EVERGREEN ROAD, 7 YARDS WEST OF THE WEST END OF THE SOUTH
 NE0467'HEADWALL OF A CONCRETE CULVERT, 24.7 FEET SOUTH OF THE CENTERLINE
 NE0467'OF TWELVE MILE ROAD, AND LEVEL WITH THE SURFACE OF TWELVE MILE
 NE0467'ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 NE0467'POST.  NOTE-- THE SITE IS NOW COVERED WITH CONCRETE FOR RIGHT
 NE0467'TURNING LANE THE MARK IS ASSUMED TO EITHER HAVE BEEN DESTROYED
 NE0467'OR COVERED.  THERE ARE 2 LARGE MANHOLE COVERS IN THE VICINITY
 NE0467'BUT DUE TO THEIR SIZE AND HEAVY TRAFFIC NO ATTEMPT WAS MADE
 NE0467'TO CHECK UNDER THEM.  A REPORT FROM A PRIVATE FIRM STATED THAT
 NE0467'WHEN THEY RAN LEVEL TO THE MARK IN 1970 THAT A DIFFERENCE OF
 NE0467'ABOUT 0.7 OF A FOOT WAS FOUND AND THIS WAS THOUGHT DUE TO
 NE0467'CONSTRUCTION AND HEAVY TRAFFIC OVER THE MARK.  THE MARK IS 5.5
 NE0467'FEET NORTHEAST OF TELEPHONE POLE, AND IS NOW STAMPED 8 G 3
 NE0467'705.264.
 NE0467
 NE0467                          STATION RECOVERY (1971)
 NE0467
 NE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0467'MARK NOT FOUND.
 NE0467
 NE0467                          STATION RECOVERY (1983)
 NE0467
 NE0467'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0361 ***********************************************************************
 NE0361  DESIGNATION -  8 H 1
 NE0361  PID         -  NE0361
 NE0361  STATE/COUNTY-  MI/OAKLAND
 NE0361  COUNTRY     -  US
 NE0361  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0361
 NE0361                         *CURRENT SURVEY CONTROL
 NE0361  ______________________________________________________________________
 NE0361* NAD 83(1986) POSITION- 42 39 53.     (N) 083 19 58.     (W)   SCALED
 NE0361* NAVD 88 ORTHO HEIGHT -   288.747 (meters)      947.33  (feet) ADJUSTED
 NE0361  ______________________________________________________________________
 NE0361  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 NE0361  DYNAMIC HEIGHT  -        288.660 (meters)      947.05  (feet) COMP
 NE0361  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 NE0361
 NE0361  VERT ORDER      -  SECOND    CLASS 0
 NE0361
 NE0361.The horizontal coordinates were scaled from a map and have
 NE0361.an estimated accuracy of +/- 6 seconds.
 NE0361
 NE0361.The orthometric height was determined by differential leveling and
 NE0361.adjusted by the NATIONAL GEODETIC SURVEY
 NE0361.in June 1991.
 NE0361
 NE0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0361.GEOID18 height accuracy estimate available here.
 NE0361
 NE0361.Click photographs - Photos may exist for this station.
 NE0361
 NE0361.The dynamic height is computed by dividing the NAVD 88
 NE0361.geopotential number by the normal gravity value computed on the
 NE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0361.degrees latitude (g = 980.6199 gals.).
 NE0361
 NE0361.The modeled gravity was interpolated from observed gravity values.
 NE0361
 NE0361;                    North         East    Units  Estimated Accuracy
 NE0361;SPC MI S     -   129,900.    4,084,750.      MT  (+/- 180 meters Scaled)
 NE0361
 NE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH088262(NAD 83)
 NE0361
 NE0361                          SUPERSEDED SURVEY CONTROL
 NE0361
 NE0361  NGVD 29 (??/??/92)  288.856  (m)          947.69   (f) ADJ UNCH    2 0
 NE0361
 NE0361.Superseded values are not recommended for survey control.
 NE0361
 NE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0361.See file dsdata.pdf to determine how the superseded data were derived.
 NE0361
 NE0361_MARKER: DD = SURVEY DISK
 NE0361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0361_SP_SET: PAVEMENT
 NE0361_STAMPING: 8 H 1 1934
 NE0361_MARK LOGO: CGS+SS
 NE0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0361
 NE0361  HISTORY     - Date     Condition        Report By
 NE0361  HISTORY     - 1934     MONUMENTED       MIGS
 NE0361  HISTORY     - 1938     GOOD             CGS
 NE0361  HISTORY     - 19890208 MARK NOT FOUND   LOCENG
 NE0361  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0361
 NE0361                          STATION DESCRIPTION
 NE0361
 NE0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0361'2.5 MI NW FROM PONTIAC.
 NE0361'2.5 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0361'THE STATION AT PONTIAC, OAKLAND COUNTY, BENEATH THE VIADUCT
 NE0361'OVER TELEGRAPH ROAD, 20.4 FEET NORTHWEST OF THE CENTERLINE OF
 NE0361'THE HIGHWAY, 1.3 FEET NORTHEAST OF THE EAST CORNER PIER OF THE
 NE0361'VIADUCT, 1 FOOT WEST OF THE EAST CORNER OF THE NORTHWEST FOOTING,
 NE0361'AND IN THE TOP OF THE PAVEMENT.  A STATE SURVEY STANDARD DISK,
 NE0361'STAMPED 8 H 1 1934.
 NE0361
 NE0361                          STATION RECOVERY (1989)
 NE0361
 NE0361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DCB)
 NE0361'MARK NOT FOUND.
 NE0361
 NE0361                          STATION RECOVERY (1994)
 NE0361
 NE0361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0452 ***********************************************************************
 NE0452  DESIGNATION -  8 H 2
 NE0452  PID         -  NE0452
 NE0452  STATE/COUNTY-  MI/OAKLAND
 NE0452  COUNTRY     -  US
 NE0452  USGS QUAD   -  BIRMINGHAM (2017)
 NE0452
 NE0452                         *CURRENT SURVEY CONTROL
 NE0452  ______________________________________________________________________
 NE0452* NAD 83(1986) POSITION- 42 32 46.     (N) 083 14 13.     (W)   SCALED
 NE0452* NAVD 88 ORTHO HEIGHT -   230.846 (meters)      757.37  (feet) ADJUSTED
 NE0452  ______________________________________________________________________
 NE0452  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 NE0452  DYNAMIC HEIGHT  -        230.780 (meters)      757.15  (feet) COMP
 NE0452  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 NE0452
 NE0452  VERT ORDER      -  SECOND    CLASS 0
 NE0452
 NE0452.The horizontal coordinates were scaled from a map and have
 NE0452.an estimated accuracy of +/- 6 seconds.
 NE0452
 NE0452.The orthometric height was determined by differential leveling and
 NE0452.adjusted by the NATIONAL GEODETIC SURVEY
 NE0452.in June 1991.
 NE0452
 NE0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0452.GEOID18 height accuracy estimate available here.
 NE0452
 NE0452.Click photographs - Photos may exist for this station.
 NE0452
 NE0452.The dynamic height is computed by dividing the NAVD 88
 NE0452.geopotential number by the normal gravity value computed on the
 NE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0452.degrees latitude (g = 980.6199 gals.).
 NE0452
 NE0452.The modeled gravity was interpolated from observed gravity values.
 NE0452
 NE0452;                    North         East    Units  Estimated Accuracy
 NE0452;SPC MI S     -   116,820.    4,092,780.      MT  (+/- 180 meters Scaled)
 NE0452
 NE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163128(NAD 83)
 NE0452
 NE0452                          SUPERSEDED SURVEY CONTROL
 NE0452
 NE0452  NGVD 29 (??/??/92)  230.975  (m)          757.79   (f) ADJ UNCH    2 0
 NE0452
 NE0452.Superseded values are not recommended for survey control.
 NE0452
 NE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0452.See file dsdata.pdf to determine how the superseded data were derived.
 NE0452
 NE0452_MARKER: DD = SURVEY DISK
 NE0452_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0452_STAMPING: 8 H 2 757.790
 NE0452_MARK LOGO: CGS+SS
 NE0452_PROJECTION: FLUSH
 NE0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0452
 NE0452  HISTORY     - Date     Condition        Report By
 NE0452  HISTORY     - 1934     MONUMENTED       MIGS
 NE0452  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0452
 NE0452                          STATION DESCRIPTION
 NE0452
 NE0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0452'1 MI W FROM BIRMINGHAM.
 NE0452'ORIGINAL DESCRIPTION-- 1.0 MILE WEST ALONG WEST MAPLE ROAD FROM
 NE0452'THE MUNICIPAL BUILDING AT BIRMINGHAM, OAKLAND COUNTY, AT THE
 NE0452'INTERSECTION WITH LARCHLEA AVENUE, ON A TRIANGULAR PATCH OF GRASS,
 NE0452'21 YARDS NORTHWEST OF A FIRE HYDRANT, 22.6 FEET SOUTH OF THE
 NE0452'CENTERLINE OF WEST MAPLE ROAD, 19.3 FEET NORTHEAST OF A 14-INCH
 NE0452'WALNUT TREE, AND 6 INCHES LOWER THAN THE SURFACE OF THE WEST
 NE0452'MAPLE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0452'CONCRETE POST.  NOTE-- THE MARK IS 15 FEET SOUTHWEST OF A POLE,
 NE0452'FLUSH WITH THE GROUND.  THE MARK WAS STAMPED 8 H 2 757.790.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0485 ***********************************************************************
 OJ0485  DESIGNATION -  8 KEE
 OJ0485  PID         -  OJ0485
 OJ0485  STATE/COUNTY-  MI/HURON
 OJ0485  COUNTRY     -  US
 OJ0485  USGS QUAD   -  CASEVILLE (2017)
 OJ0485
 OJ0485                         *CURRENT SURVEY CONTROL
 OJ0485  ______________________________________________________________________
 OJ0485* NAD 83(1986) POSITION- 43 54 18.     (N) 083 15 06.     (W)   SCALED
 OJ0485* NAVD 88 ORTHO HEIGHT -   184.081 (meters)      603.94  (feet) ADJUSTED
 OJ0485  ______________________________________________________________________
 OJ0485  GEOID HEIGHT    -        -34.854 (meters)                     GEOID18
 OJ0485  DYNAMIC HEIGHT  -        184.053 (meters)      603.85  (feet) COMP
 OJ0485  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 OJ0485
 OJ0485  VERT ORDER      -  FIRST     CLASS 0
 OJ0485
 OJ0485.The horizontal coordinates were scaled from a map and have
 OJ0485.an estimated accuracy of +/- 6 seconds.
 OJ0485
 OJ0485.The orthometric height was determined by differential leveling and
 OJ0485.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0485.in June 1991.
 OJ0485
 OJ0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0485.GEOID18 height accuracy estimate available here.
 OJ0485
 OJ0485.Click photographs - Photos may exist for this station.
 OJ0485
 OJ0485.The dynamic height is computed by dividing the NAVD 88
 OJ0485.geopotential number by the normal gravity value computed on the
 OJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0485.degrees latitude (g = 980.6199 gals.).
 OJ0485
 OJ0485.The modeled gravity was interpolated from observed gravity values.
 OJ0485
 OJ0485;                    North         East    Units  Estimated Accuracy
 OJ0485;SPC MI S     -   267,750.    4,089,580.      MT  (+/- 180 meters Scaled)
 OJ0485
 OJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ191637(NAD 83)
 OJ0485
 OJ0485                          SUPERSEDED SURVEY CONTROL
 OJ0485
 OJ0485  NGVD 29 (??/??/92)  184.225  (m)          604.41   (f) ADJ UNCH    1 0
 OJ0485
 OJ0485.Superseded values are not recommended for survey control.
 OJ0485
 OJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0485.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0485
 OJ0485_MARKER: DD = SURVEY DISK
 OJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0485_STAMPING: 8 KEE 1969 604
 OJ0485_MARK LOGO: USGS
 OJ0485_PROJECTION: FLUSH
 OJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0485+STABILITY: SURFACE MOTION
 OJ0485
 OJ0485  HISTORY     - Date     Condition        Report By
 OJ0485  HISTORY     - 1969     MONUMENTED       USGS
 OJ0485  HISTORY     - 1976     GOOD             NOS
 OJ0485  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0485
 OJ0485                          STATION DESCRIPTION
 OJ0485
 OJ0485'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0485'3.0 MI SOUTH FROM CASEVILLE.
 OJ0485'3.0 MILES SOUTH ALONG STURM ROAD FROM CASEVILLE, 0.25 MILE EAST OF THE
 OJ0485'INTERSECTION OF STURM AND DUNN ROADS, AT THE SOUTHEAST ABUTMENT OF THE
 OJ0485'DUNN ROAD STEEL GIRDER BRIDGE OVER THE PIGEON RIVER, 14 FT. SOUTH
 OJ0485'CENTERLINE OF DUNN ROAD, 2.35 FT. WEST OF EAST FACE OF ABUTMENT, BEING
 OJ0485'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0485'CONCRETE.
 OJ0485
 OJ0485                          STATION RECOVERY (1999)
 OJ0485
 OJ0485'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1266 ***********************************************************************
 NE1266  DESIGNATION -  8 L
 NE1266  PID         -  NE1266
 NE1266  STATE/COUNTY-  MI/OAKLAND
 NE1266  COUNTRY     -  US
 NE1266  USGS QUAD   -  PONTIAC NORTH (2017)
 NE1266
 NE1266                         *CURRENT SURVEY CONTROL
 NE1266  ______________________________________________________________________
 NE1266* NAD 83(1994) POSITION- 42 40 37.42174(N) 083 18 05.68481(W)   ADJUSTED
 NE1266* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 NE1266  ______________________________________________________________________
 NE1266  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 NE1266  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 NE1266  HORZ ORDER      -  SECOND
 NE1266
 NE1266.The horizontal coordinates were established by classical geodetic methods
 NE1266.and adjusted by the National Geodetic Survey in February 1997.
 NE1266
 NE1266.The orthometric height was scaled from a topographic map.
 NE1266
 NE1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1266.GEOID18 height accuracy estimate available here.
 NE1266
 NE1266.Click photographs - Photos may exist for this station.
 NE1266
 NE1266.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1266
 NE1266. The following values were computed from the NAD 83(1994) position.
 NE1266
 NE1266;                    North         East     Units Scale Factor Converg.
 NE1266;SPC MI S     -   131,296.897 4,087,291.827   MT  0.99991343   +0 43 29.4
 NE1266;SPC MI S     -   430,764.10 13,409,750.09   iFT  0.99991343   +0 43 29.4
 NE1266;UTM  17      - 4,727,522.307   311,418.419   MT  1.00003755   -1 33 38.2
 NE1266
 NE1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1266!SPC MI S     -   0.99995867  x   0.99991343  =   0.99987210
 NE1266!UTM  17      -   0.99995867  x   1.00003755  =   0.99999622
 NE1266
 NE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1141827522(NAD 83)
 NE1266
 NE1266                          SUPERSEDED SURVEY CONTROL
 NE1266
 NE1266  NAD 83(1986)-  42 40 37.42428(N)    083 18 05.71826(W) AD(       ) 2
 NE1266  NAD 27      -  42 40 37.30200(N)    083 18 05.94700(W) AD(       ) 2
 NE1266
 NE1266.Superseded values are not recommended for survey control.
 NE1266
 NE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1266.See file dsdata.pdf to determine how the superseded data were derived.
 NE1266
 NE1266_MARKER: DD = SURVEY DISK
 NE1266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE1266_MARK LOGO: CGS+SS
 NE1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1266
 NE1266  HISTORY     - Date     Condition        Report By
 NE1266  HISTORY     - 1934     MONUMENTED       MIGS
 NE1266  HISTORY     - 1943     GOOD             CGS
 NE1266  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE1266
 NE1266                          STATION DESCRIPTION
 NE1266
 NE1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1266'STATION IS LOCATED ON THE NW CORNER OF WALTON BOULEVARD AND BALDWIN
 NE1266'AVENUE IN THE CITY OF PONTIAC.  IT IS 74.94 FEET N OF
 NE1266'TRIANGULATION STATION WALTON, 33.2 FEET N OF THE CENTER LINE
 NE1266'OF WALTON BOULEVARD,
 NE1266'9.0 FEET E OF A 24-INCH APPLE TREE AND 33.6
 NE1266'FEET SW OF THE SE CORNER OF A
 NE1266'CEMENT-BLOCK BUILDING.  THE DISK
 NE1266'IS A STANDARD U.S.C. AND G.S. AND S.S. DISK AND
 NE1266'IS NOT STAMPED.
 NE1266'
 NE1266'THIS IS A TRAVERSE STATION.
 NE1266
 NE1266                          STATION RECOVERY (2004)
 NE1266
 NE1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 NE1266'WALTON AND BALDWIN WIDENED TO FIVE LANES. 33.6 FT FROM SE CORNER OF
 NE1266'BRICK BLDG IS NEWLY SODDED WITH NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0374 ***********************************************************************
 NE0374  DESIGNATION -  8 L 1
 NE0374  PID         -  NE0374
 NE0374  STATE/COUNTY-  MI/OAKLAND
 NE0374  COUNTRY     -  US
 NE0374  USGS QUAD   -  ROCHESTER (2017)
 NE0374
 NE0374                         *CURRENT SURVEY CONTROL
 NE0374  ______________________________________________________________________
 NE0374* NAD 83(1986) POSITION- 42 38 01.     (N) 083 13 27.     (W)   SCALED
 NE0374* NAVD 88 ORTHO HEIGHT -   261.052 (meters)      856.47  (feet) ADJUSTED
 NE0374  ______________________________________________________________________
 NE0374  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 NE0374  DYNAMIC HEIGHT  -        260.974 (meters)      856.21  (feet) COMP
 NE0374  MODELED GRAVITY -    980,315.7   (mgal)                       NAVD 88
 NE0374
 NE0374  VERT ORDER      -  SECOND    CLASS 0
 NE0374
 NE0374.The horizontal coordinates were scaled from a map and have
 NE0374.an estimated accuracy of +/- 6 seconds.
 NE0374
 NE0374.The orthometric height was determined by differential leveling and
 NE0374.adjusted by the NATIONAL GEODETIC SURVEY
 NE0374.in June 1991.
 NE0374
 NE0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0374.GEOID18 height accuracy estimate available here.
 NE0374
 NE0374.Click photographs - Photos may exist for this station.
 NE0374
 NE0374.The dynamic height is computed by dividing the NAVD 88
 NE0374.geopotential number by the normal gravity value computed on the
 NE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0374.degrees latitude (g = 980.6199 gals.).
 NE0374
 NE0374.The modeled gravity was interpolated from observed gravity values.
 NE0374
 NE0374;                    North         East    Units  Estimated Accuracy
 NE0374;SPC MI S     -   126,550.    4,093,700.      MT  (+/- 180 meters Scaled)
 NE0374
 NE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH176225(NAD 83)
 NE0374
 NE0374                          SUPERSEDED SURVEY CONTROL
 NE0374
 NE0374  NGVD 29 (??/??/92)  261.180  (m)          856.89   (f) ADJ UNCH    2 0
 NE0374
 NE0374.Superseded values are not recommended for survey control.
 NE0374
 NE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0374.See file dsdata.pdf to determine how the superseded data were derived.
 NE0374
 NE0374_MARKER: DD = SURVEY DISK
 NE0374_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NE0374_SP_SET: BRIDGE HEADWALL
 NE0374_STAMPING: 8 L 1 1934
 NE0374_MARK LOGO: CGS+SS
 NE0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0374
 NE0374  HISTORY     - Date     Condition        Report By
 NE0374  HISTORY     - 1934     MONUMENTED       MIGS
 NE0374  HISTORY     - 1944     GOOD             MIGS
 NE0374  HISTORY     - 19950114 MARK NOT FOUND   LOCENG
 NE0374
 NE0374                          STATION DESCRIPTION
 NE0374
 NE0374'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0374'AT AMY.
 NE0374'AT THE WEST END OF AMY, OAKLAND COUNTY, ON AUBURN ROAD, AT A
 NE0374'BRIDGE OVER A MILL-RACE, IN THE TOP OF THE WEST HEADWALL, ABOUT
 NE0374'5 INCHES WEST OF THE WEST END OF THE NORTH BALUSTRADE, AND 18.5
 NE0374'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY
 NE0374'STANDARD DISK, STAMPED 8 L 1.
 NE0374
 NE0374                          STATION RECOVERY (1944)
 NE0374
 NE0374'RECOVERY NOTE BY MICHIGAN GEODETIC SURVEY 1944
 NE0374'RECOVERED IN GOOD CONDITION.
 NE0374
 NE0374                          STATION RECOVERY (1995)
 NE0374
 NE0374'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LRF)
 NE0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0449 ***********************************************************************
 NE0449  DESIGNATION -  8 L 2
 NE0449  PID         -  NE0449
 NE0449  STATE/COUNTY-  MI/OAKLAND
 NE0449  COUNTRY     -  US
 NE0449  USGS QUAD   -  BIRMINGHAM (2017)
 NE0449
 NE0449                         *CURRENT SURVEY CONTROL
 NE0449  ______________________________________________________________________
 NE0449* NAD 83(1986) POSITION- 42 32 52.     (N) 083 10 30.     (W)   SCALED
 NE0449* NAVD 88 ORTHO HEIGHT -   216.727 (meters)      711.05  (feet) ADJUSTED
 NE0449  ______________________________________________________________________
 NE0449  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 NE0449  DYNAMIC HEIGHT  -        216.665 (meters)      710.84  (feet) COMP
 NE0449  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 NE0449
 NE0449  VERT ORDER      -  SECOND    CLASS 0
 NE0449
 NE0449.The horizontal coordinates were scaled from a map and have
 NE0449.an estimated accuracy of +/- 6 seconds.
 NE0449
 NE0449.The orthometric height was determined by differential leveling and
 NE0449.adjusted by the NATIONAL GEODETIC SURVEY
 NE0449.in June 1991.
 NE0449
 NE0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0449.GEOID18 height accuracy estimate available here.
 NE0449
 NE0449.Click photographs - Photos may exist for this station.
 NE0449
 NE0449.The dynamic height is computed by dividing the NAVD 88
 NE0449.geopotential number by the normal gravity value computed on the
 NE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0449.degrees latitude (g = 980.6199 gals.).
 NE0449
 NE0449.The modeled gravity was interpolated from observed gravity values.
 NE0449
 NE0449;                    North         East    Units  Estimated Accuracy
 NE0449;SPC MI S     -   117,080.    4,097,870.      MT  (+/- 180 meters Scaled)
 NE0449
 NE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH214128(NAD 83)
 NE0449
 NE0449                          SUPERSEDED SURVEY CONTROL
 NE0449
 NE0449  NGVD 29 (??/??/92)  216.858  (m)          711.48   (f) ADJ UNCH    2 0
 NE0449
 NE0449.Superseded values are not recommended for survey control.
 NE0449
 NE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0449.See file dsdata.pdf to determine how the superseded data were derived.
 NE0449
 NE0449_MARKER: DD = SURVEY DISK
 NE0449_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0449_STAMPING: 8 L 2 711.475
 NE0449_MARK LOGO: CGS+SS
 NE0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0449
 NE0449  HISTORY     - Date     Condition        Report By
 NE0449  HISTORY     - 1934     MONUMENTED       MIGS
 NE0449  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0449  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 NE0449  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0449
 NE0449                          STATION DESCRIPTION
 NE0449
 NE0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0449'2 MI E FROM BIRMINGHAM.
 NE0449'2.0 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0449'AT BIRMINGHAM, OAKLAND COUNTY, 0.5 MILE WEST OF THE INTERSECTION
 NE0449'WITH CROOKS ROAD, 135 YARDS NORTHEAST OF THE NORTHEAST CORNER
 NE0449'OF A 1-STORY CONCRETE BLOCK FARMHOUSE, 18 YARDS SOUTHWEST OF POLE
 NE0449'6/E8547, 75 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 NE0449'23 FEET NORTH OF THE CENTERLINE OF EAST MAPLE ROAD, AND 6 INCHES
 NE0449'LOWER THAN THE SURFACE OF THE ROAD.  NOTE-- THE FARMHOUSE IS
 NE0449'NO LONGER IN EXISTANCE.  THE MARK IS ACROSS THE ROAD FROM THE
 NE0449'FOUNDATION RUINS OF THE FORMER FARMHOUSE AND IS 6 INCHES HIGHER
 NE0449'THAN THE ROAD, INSTEAD OF LOWER.  A STATE SURVEY STANDARD DISK,
 NE0449'STAMPED 8 L 2 711.475 AND SET IN THE TOP OF A CONCRETE POST.
 NE0449
 NE0449                          STATION RECOVERY (1997)
 NE0449
 NE0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0449'MARK NOT FOUND.
 NE0449
 NE0449                          STATION RECOVERY (2001)
 NE0449
 NE0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0449'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0448 ***********************************************************************
 NE0448  DESIGNATION -  8 M 2
 NE0448  PID         -  NE0448
 NE0448  STATE/COUNTY-  MI/OAKLAND
 NE0448  COUNTRY     -  US
 NE0448  USGS QUAD   -  BIRMINGHAM (2017)
 NE0448
 NE0448                         *CURRENT SURVEY CONTROL
 NE0448  ______________________________________________________________________
 NE0448* NAD 83(1986) POSITION- 42 32 53.     (N) 083 09 58.     (W)   SCALED
 NE0448* NAVD 88 ORTHO HEIGHT -   210.694 (meters)      691.25  (feet) ADJUSTED
 NE0448  ______________________________________________________________________
 NE0448  GEOID HEIGHT    -        -34.334 (meters)                     GEOID18
 NE0448  DYNAMIC HEIGHT  -        210.634 (meters)      691.06  (feet) COMP
 NE0448  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 NE0448
 NE0448  VERT ORDER      -  SECOND    CLASS 0
 NE0448
 NE0448.The horizontal coordinates were scaled from a map and have
 NE0448.an estimated accuracy of +/- 6 seconds.
 NE0448
 NE0448.The orthometric height was determined by differential leveling and
 NE0448.adjusted by the NATIONAL GEODETIC SURVEY
 NE0448.in June 1991.
 NE0448
 NE0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0448.GEOID18 height accuracy estimate available here.
 NE0448
 NE0448.Click photographs - Photos may exist for this station.
 NE0448
 NE0448.The dynamic height is computed by dividing the NAVD 88
 NE0448.geopotential number by the normal gravity value computed on the
 NE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0448.degrees latitude (g = 980.6199 gals.).
 NE0448
 NE0448.The modeled gravity was interpolated from observed gravity values.
 NE0448
 NE0448;                    North         East    Units  Estimated Accuracy
 NE0448;SPC MI S     -   117,120.    4,098,600.      MT  (+/- 180 meters Scaled)
 NE0448
 NE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH221129(NAD 83)
 NE0448
 NE0448                          SUPERSEDED SURVEY CONTROL
 NE0448
 NE0448  NGVD 29 (??/??/92)  210.826  (m)          691.69   (f) ADJ UNCH    2 0
 NE0448
 NE0448.Superseded values are not recommended for survey control.
 NE0448
 NE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0448.See file dsdata.pdf to determine how the superseded data were derived.
 NE0448
 NE0448_MARKER: DD = SURVEY DISK
 NE0448_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0448_STAMPING: 8 M 2 691.685
 NE0448_MARK LOGO: CGS+SS
 NE0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0448
 NE0448  HISTORY     - Date     Condition        Report By
 NE0448  HISTORY     - 1934     MONUMENTED       MIGS
 NE0448  HISTORY     - 1941     GOOD             CGS
 NE0448  HISTORY     - 1975     MARK NOT FOUND   ABRAMS
 NE0448  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0448  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0448
 NE0448                          STATION DESCRIPTION
 NE0448
 NE0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0448'2.5 MI E FROM BIRMINGHAM.
 NE0448'2.5 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0448'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH CROOKS
 NE0448'ROAD, 48 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0448'138 FEET EAST OF THE CENTERLINE OF CROOKS ROAD, 22.3 FEET NORTH
 NE0448'OF THE CENTERLINE OF EAST MAPLE ROAD, AND 6 INCHES LOWER THAN
 NE0448'THE SURFACE OF EAST MAPLE ROAD.  A STATE SURVEY STANDARD DISK,
 NE0448'STAMPED 8 M 2 691.685 AND SET IN THE TOP OF A CONCRETE POST.
 NE0448
 NE0448                          STATION RECOVERY (1975)
 NE0448
 NE0448'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1975
 NE0448'MARK NOT FOUND.
 NE0448
 NE0448                          STATION RECOVERY (1997)
 NE0448
 NE0448'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0448'MARK NOT FOUND.
 NE0448
 NE0448                          STATION RECOVERY (2001)
 NE0448
 NE0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0447 ***********************************************************************
 NE0447  DESIGNATION -  8 N 2
 NE0447  PID         -  NE0447
 NE0447  STATE/COUNTY-  MI/OAKLAND
 NE0447  COUNTRY     -  US
 NE0447  USGS QUAD   -  BIRMINGHAM (2017)
 NE0447
 NE0447                         *CURRENT SURVEY CONTROL
 NE0447  ______________________________________________________________________
 NE0447* NAD 83(1986) POSITION- 42 32 55.     (N) 083 07 56.     (W)   SCALED
 NE0447* NAVD 88 ORTHO HEIGHT -   200.392 (meters)      657.45  (feet) ADJUSTED
 NE0447  ______________________________________________________________________
 NE0447  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 NE0447  DYNAMIC HEIGHT  -        200.335 (meters)      657.27  (feet) COMP
 NE0447  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 NE0447
 NE0447  VERT ORDER      -  SECOND    CLASS 0
 NE0447
 NE0447.The horizontal coordinates were scaled from a map and have
 NE0447.an estimated accuracy of +/- 6 seconds.
 NE0447
 NE0447.The orthometric height was determined by differential leveling and
 NE0447.adjusted by the NATIONAL GEODETIC SURVEY
 NE0447.in June 1991.
 NE0447
 NE0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0447.GEOID18 height accuracy estimate available here.
 NE0447
 NE0447.Click photographs - Photos may exist for this station.
 NE0447
 NE0447.The dynamic height is computed by dividing the NAVD 88
 NE0447.geopotential number by the normal gravity value computed on the
 NE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0447.degrees latitude (g = 980.6199 gals.).
 NE0447
 NE0447.The modeled gravity was interpolated from observed gravity values.
 NE0447
 NE0447;                    North         East    Units  Estimated Accuracy
 NE0447;SPC MI S     -   117,220.    4,101,380.      MT  (+/- 180 meters Scaled)
 NE0447
 NE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH249128(NAD 83)
 NE0447
 NE0447                          SUPERSEDED SURVEY CONTROL
 NE0447
 NE0447  NGVD 29 (??/??/92)  200.527  (m)          657.90   (f) ADJ UNCH    2 0
 NE0447
 NE0447.Superseded values are not recommended for survey control.
 NE0447
 NE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0447.See file dsdata.pdf to determine how the superseded data were derived.
 NE0447
 NE0447_MARKER: DD = SURVEY DISK
 NE0447_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0447_STAMPING: 8 N 2 657.896
 NE0447_MARK LOGO: CGS+SS
 NE0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0447
 NE0447  HISTORY     - Date     Condition        Report By
 NE0447  HISTORY     - 1934     MONUMENTED       MIGS
 NE0447  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0447  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0447  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0447
 NE0447                          STATION DESCRIPTION
 NE0447
 NE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0447'4.3 MI E FROM BIRMINGHAM.
 NE0447'4.3 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0447'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH ROCHESTER
 NE0447'ROAD, 39 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0447'110.5 FEET EAST OF THE CENTERLINE OF ROCHESTER ROAD, 63.5 FEET
 NE0447'SOUTHEAST OF A CATCH BASIN, 31.3 FEET NORTH OF THE CENTERLINE
 NE0447'OF EAST MAPLE ROAD, AND 3 INCHES LOWER THAN THE SURFACE OF EAST
 NE0447'MAPLE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0447'CONCRETE POST AND STAMPED 8 N 2 657.896.  NOTE-- A DRIVE-IN CAFE
 NE0447'IS ON THIS CORNER.  THE MARK MAY BE BURIED IN THE PARKING AREA.
 NE0447
 NE0447                          STATION RECOVERY (1997)
 NE0447
 NE0447'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0447'MARK NOT FOUND.
 NE0447
 NE0447                          STATION RECOVERY (2001)
 NE0447
 NE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0447'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0443 ***********************************************************************
 NE0443  DESIGNATION -  8 P 1
 NE0443  PID         -  NE0443
 NE0443  STATE/COUNTY-  MI/OAKLAND
 NE0443  COUNTRY     -  US
 NE0443  USGS QUAD   -  WARREN (2017)
 NE0443
 NE0443                         *CURRENT SURVEY CONTROL
 NE0443  ______________________________________________________________________
 NE0443* NAD 83(1986) POSITION- 42 35 35.     (N) 083 05 24.     (W)   SCALED
 NE0443* NAVD 88 ORTHO HEIGHT -   195.781 (meters)      642.32  (feet) ADJUSTED
 NE0443  ______________________________________________________________________
 NE0443  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 NE0443  DYNAMIC HEIGHT  -        195.725 (meters)      642.14  (feet) COMP
 NE0443  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 NE0443
 NE0443  VERT ORDER      -  SECOND    CLASS 0
 NE0443
 NE0443.The horizontal coordinates were scaled from a map and have
 NE0443.an estimated accuracy of +/- 6 seconds.
 NE0443
 NE0443.The orthometric height was determined by differential leveling and
 NE0443.adjusted by the NATIONAL GEODETIC SURVEY
 NE0443.in June 1991.
 NE0443
 NE0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0443.GEOID18 height accuracy estimate available here.
 NE0443
 NE0443.Click photographs - Photos may exist for this station.
 NE0443
 NE0443.The dynamic height is computed by dividing the NAVD 88
 NE0443.geopotential number by the normal gravity value computed on the
 NE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0443.degrees latitude (g = 980.6199 gals.).
 NE0443
 NE0443.The modeled gravity was interpolated from observed gravity values.
 NE0443
 NE0443;                    North         East    Units  Estimated Accuracy
 NE0443;SPC MI S     -   122,210.    4,104,770.      MT  (+/- 180 meters Scaled)
 NE0443
 NE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285177(NAD 83)
 NE0443
 NE0443                          SUPERSEDED SURVEY CONTROL
 NE0443
 NE0443  NGVD 29 (??/??/92)  195.916  (m)          642.77   (f) ADJ UNCH    2 0
 NE0443
 NE0443.Superseded values are not recommended for survey control.
 NE0443
 NE0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0443.See file dsdata.pdf to determine how the superseded data were derived.
 NE0443
 NE0443_MARKER: DD = SURVEY DISK
 NE0443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0443_MARK LOGO: CGS+SS
 NE0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0443
 NE0443  HISTORY     - Date     Condition        Report By
 NE0443  HISTORY     - 1934     MONUMENTED       MIGS
 NE0443  HISTORY     - 1975     MARK NOT FOUND   ABRAMS
 NE0443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0443
 NE0443                          STATION DESCRIPTION
 NE0443
 NE0443'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0443'8 MI E FROM BLOOMFIELD HILLS.
 NE0443'8.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0443'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0443'DEQUINDRE ROAD, AND 17.5 YARDS NORTHWEST OF THE INTERSECTION
 NE0443'OF THE CENTERLINES, 62.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NE0443'OF THE RED BRICK ADDITION TO A 2-STORY FRAME HOUSE, 13 YARDS
 NE0443'NORTH OF THE CENTERLINE OF EAST LOND LAKE ROAD, 37 FEET WEST OF
 NE0443'THE CENTERLINE OF DEQUINDRE ROAD, 13 FEET NORTHWEST OF THE
 NE0443'NORTHWEST CORNER OF THE WEST PARAPET WALL OF A CONCRETE CULVERT,
 NE0443'AND 6 INCHES LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE
 NE0443'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0443
 NE0443                          STATION RECOVERY (1975)
 NE0443
 NE0443'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1975
 NE0443'MARK NOT FOUND.
 NE0443
 NE0443                          STATION RECOVERY (2001)
 NE0443
 NE0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0446 ***********************************************************************
 NE0446  DESIGNATION -  8 P 2
 NE0446  PID         -  NE0446
 NE0446  STATE/COUNTY-  MI/OAKLAND
 NE0446  COUNTRY     -  US
 NE0446  USGS QUAD   -  WARREN (2017)
 NE0446
 NE0446                         *CURRENT SURVEY CONTROL
 NE0446  ______________________________________________________________________
 NE0446* NAD 83(1986) POSITION- 42 32 56.     (N) 083 07 18.     (W)   SCALED
 NE0446* NAVD 88 ORTHO HEIGHT -   196.422 (meters)      644.43  (feet) ADJUSTED
 NE0446  ______________________________________________________________________
 NE0446  GEOID HEIGHT    -        -34.409 (meters)                     GEOID18
 NE0446  DYNAMIC HEIGHT  -        196.367 (meters)      644.25  (feet) COMP
 NE0446  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 NE0446
 NE0446  VERT ORDER      -  SECOND    CLASS 0
 NE0446
 NE0446.The horizontal coordinates were scaled from a map and have
 NE0446.an estimated accuracy of +/- 6 seconds.
 NE0446
 NE0446.The orthometric height was determined by differential leveling and
 NE0446.adjusted by the NATIONAL GEODETIC SURVEY
 NE0446.in June 1991.
 NE0446
 NE0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0446.GEOID18 height accuracy estimate available here.
 NE0446
 NE0446.Click photographs - Photos may exist for this station.
 NE0446
 NE0446.The dynamic height is computed by dividing the NAVD 88
 NE0446.geopotential number by the normal gravity value computed on the
 NE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0446.degrees latitude (g = 980.6199 gals.).
 NE0446
 NE0446.The modeled gravity was interpolated from observed gravity values.
 NE0446
 NE0446;                    North         East    Units  Estimated Accuracy
 NE0446;SPC MI S     -   117,260.    4,102,250.      MT  (+/- 180 meters Scaled)
 NE0446
 NE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH258129(NAD 83)
 NE0446
 NE0446                          SUPERSEDED SURVEY CONTROL
 NE0446
 NE0446  NGVD 29 (??/??/92)  196.558  (m)          644.87   (f) ADJ UNCH    2 0
 NE0446
 NE0446.Superseded values are not recommended for survey control.
 NE0446
 NE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0446.See file dsdata.pdf to determine how the superseded data were derived.
 NE0446
 NE0446_MARKER: DD = SURVEY DISK
 NE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0446_MARK LOGO: CGS+SS
 NE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0446+STABILITY: SURFACE MOTION
 NE0446
 NE0446  HISTORY     - Date     Condition        Report By
 NE0446  HISTORY     - 1934     MONUMENTED       MIGS
 NE0446  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0446  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0446  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0446
 NE0446                          STATION DESCRIPTION
 NE0446
 NE0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0446'4.8 MI E FROM BIRMINGHAM.
 NE0446'4.8 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0446'AT BIRMINGHAM, OAKLAND COUNTY, 0.5 MILE EAST OF THE INTERSECTION
 NE0446'WITH ROCHESTER ROAD, AT THE INTERSECTION WITH A DIRT ROAD
 NE0446'FORMERLY KNOWN AS STEPHENSON HIGHWAY, 155 YARDS WEST OF THE
 NE0446'NORTHWEST CORNER OF THE 2-STORY FRAME HOUSE OF ANDREW DAVIDSON
 NE0446'NUMBERED 1536, 7 YARDS SOUTH OF THE CENTERLINE OF EAST MAPLE
 NE0446'ROAD, 93.5 FEET EAST OF A POLE, AND 1 FOOT LOWER THAN THE SURFACE
 NE0446'OF EAST MAPLE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0446'OF A CONCRETE POST.
 NE0446
 NE0446                          STATION RECOVERY (1997)
 NE0446
 NE0446'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0446'MARK NOT FOUND.
 NE0446
 NE0446                          STATION RECOVERY (2001)
 NE0446
 NE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0442 ***********************************************************************
 NE0442  DESIGNATION -  8 Q 1
 NE0442  PID         -  NE0442
 NE0442  STATE/COUNTY-  MI/OAKLAND
 NE0442  COUNTRY     -  US
 NE0442  USGS QUAD   -  WARREN (2017)
 NE0442
 NE0442                         *CURRENT SURVEY CONTROL
 NE0442  ______________________________________________________________________
 NE0442* NAD 83(1986) POSITION- 42 35 35.     (N) 083 05 46.     (W)   SCALED
 NE0442* NAVD 88 ORTHO HEIGHT -   197.144 (meters)      646.80  (feet) ADJUSTED
 NE0442  ______________________________________________________________________
 NE0442  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 NE0442  DYNAMIC HEIGHT  -        197.087 (meters)      646.61  (feet) COMP
 NE0442  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 NE0442
 NE0442  VERT ORDER      -  SECOND    CLASS 0
 NE0442
 NE0442.The horizontal coordinates were scaled from a map and have
 NE0442.an estimated accuracy of +/- 6 seconds.
 NE0442
 NE0442.The orthometric height was determined by differential leveling and
 NE0442.adjusted by the NATIONAL GEODETIC SURVEY
 NE0442.in June 1991.
 NE0442
 NE0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0442.GEOID18 height accuracy estimate available here.
 NE0442
 NE0442.Click photographs - Photos may exist for this station.
 NE0442
 NE0442.The dynamic height is computed by dividing the NAVD 88
 NE0442.geopotential number by the normal gravity value computed on the
 NE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0442.degrees latitude (g = 980.6199 gals.).
 NE0442
 NE0442.The modeled gravity was interpolated from observed gravity values.
 NE0442
 NE0442;                    North         East    Units  Estimated Accuracy
 NE0442;SPC MI S     -   122,200.    4,104,270.      MT  (+/- 180 meters Scaled)
 NE0442
 NE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH280177(NAD 83)
 NE0442
 NE0442                          SUPERSEDED SURVEY CONTROL
 NE0442
 NE0442  NGVD 29 (??/??/92)  197.279  (m)          647.24   (f) ADJ UNCH    2 0
 NE0442
 NE0442.Superseded values are not recommended for survey control.
 NE0442
 NE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0442.See file dsdata.pdf to determine how the superseded data were derived.
 NE0442
 NE0442_MARKER: DD = SURVEY DISK
 NE0442_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0442_MARK LOGO: CGS+SS
 NE0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0442
 NE0442  HISTORY     - Date     Condition        Report By
 NE0442  HISTORY     - 1934     MONUMENTED       MIGS
 NE0442  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0442  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0442
 NE0442                          STATION DESCRIPTION
 NE0442
 NE0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0442'7.7 MI E FROM BLOOMFIELD HILLS.
 NE0442'7.7 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0442'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0442'DEQUINDRE ROAD, 120.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NE0442'1-STORY FRAME HOUSE OF S. VANDEVELDE, 23 FEET NORTH OF THE
 NE0442'CENTER LINE OF EAST LONG LAKE ROAD, ON THE NORTH BANK OF A
 NE0442'DRAINAGE DITCH, 1.5 FEET SOUTH OF AN OLD WIRE FENCE, AND LEVEL
 NE0442'WITH THE SURFACE OF EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD
 NE0442'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0442
 NE0442                          STATION RECOVERY (2001)
 NE0442
 NE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1647 ***********************************************************************
 NE1647  DESIGNATION -  8 Q 2 RESET
 NE1647  PID         -  NE1647
 NE1647  STATE/COUNTY-  MI/OAKLAND
 NE1647  COUNTRY     -  US
 NE1647  USGS QUAD   -  WARREN (2017)
 NE1647
 NE1647                         *CURRENT SURVEY CONTROL
 NE1647  ______________________________________________________________________
 NE1647* NAD 83(2011) POSITION- 42 32 56.59757(N) 083 05 56.01205(W)   ADJUSTED
 NE1647* NAD 83(2011) ELLIP HT-   158.675 (meters)        (06/27/12)   ADJUSTED
 NE1647* NAD 83(2011) EPOCH   -  2010.00
 NE1647* NAVD 88 ORTHO HEIGHT -   193.01  (meters)      633.2   (feet) RESET
 NE1647  ______________________________________________________________________
 NE1647  GEOID HEIGHT    -        -34.445 (meters)                     GEOID18
 NE1647  NAD 83(2011) X  -    565,465.131 (meters)                     COMP
 NE1647  NAD 83(2011) Y  - -4,671,994.681 (meters)                     COMP
 NE1647  NAD 83(2011) Z  -  4,290,838.015 (meters)                     COMP
 NE1647  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 NE1647  VERT ORDER      -  THIRD
 NE1647
 NE1647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1647  Standards:
 NE1647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1647  -------------------------------------------------------------------
 NE1647  NETWORK    0.35   0.49           0.16   0.12   0.25     -0.03786175
 NE1647  -------------------------------------------------------------------
 NE1647  Click here for local accuracies and other accuracy information.
 NE1647
 NE1647.The horizontal coordinates were established by GPS observations
 NE1647.and adjusted by the National Geodetic Survey in June 2012.
 NE1647
 NE1647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1647.been affixed to the stable North American tectonic plate. See 
 NE1647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1647
 NE1647.The horizontal coordinates are valid at the epoch date displayed above
 NE1647.which is a decimal equivalence of Year/Month/Day.
 NE1647
 NE1647.The orthometric height was computed from unverified reset data.
 NE1647
 NE1647.No vertical observational check was made to the station.
 NE1647
 NE1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1647.GEOID18 height accuracy estimate available here.
 NE1647
 NE1647.Click photographs - Photos may exist for this station.
 NE1647
 NE1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1647
 NE1647.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1647
 NE1647.The ellipsoidal height was determined by GPS observations
 NE1647.and is referenced to NAD 83.
 NE1647
 NE1647. The following values were computed from the NAD 83(2011) position.
 NE1647
 NE1647;                    North         East     Units Scale Factor Converg.
 NE1647;SPC MI S     -   117,310.160 4,104,116.458   MT  0.99992397   +0 51 45.9
 NE1647;SPC MI S     -   384,875.85 13,464,949.01   iFT  0.99992397   +0 51 45.9
 NE1647;UTM  17      - 4,712,874.999   327,673.649   MT  0.99996537   -1 25 10.8
 NE1647
 NE1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1647!SPC MI S     -   0.99997512  x   0.99992397  =   0.99989909
 NE1647!UTM  17      -   0.99997512  x   0.99996537  =   0.99994049
 NE1647
 NE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2767312874(NAD 83)
 NE1647
 NE1647                          SUPERSEDED SURVEY CONTROL
 NE1647
 NE1647  ELLIP H (06/10/07)  158.682  (m)                       GP(       ) 4 1
 NE1647  NAD 83(2007)-  42 32 56.59783(N)    083 05 56.01277(W) AD(2002.00) 0
 NE1647  ELLIP H (02/10/07)  158.669  (m)                       GP(2002.00)    
 NE1647  ELLIP H (07/12/02)  158.700  (m)                       GP(       ) 4 1
 NE1647  NAD 83(1994)-  42 32 56.59786(N)    083 05 56.01283(W) AD(       ) 1
 NE1647  ELLIP H (02/03/97)  158.747  (m)                       GP(       ) 4 1
 NE1647  NAD 83(1986)-  42 32 56.60152(N)    083 05 56.04441(W) AD(       ) 1
 NE1647  NAVD 88 (06/10/07)  193.12   (m)  GEOID03  model used  GPS OBS        
 NE1647  NAVD 88 (08/09/96)  193.1    (m)  GEOID93  model used  GPS OBS        
 NE1647  NAVD 88             192.87   (m)          632.8    (f) LEVELING    3  
 NE1647  NGVD 29 (02/05/16)  193.15   (m)          633.7    (f) RESET       3  
 NE1647  NGVD 29 (07/16/92)  193.0    (m)  GEOID90  model used  GPS OBS        
 NE1647
 NE1647.Superseded values are not recommended for survey control.
 NE1647
 NE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1647.See file dsdata.pdf to determine how the superseded data were derived.
 NE1647
 NE1647_MARKER: DV = VERTICAL CONTROL DISK
 NE1647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE1647_SP_SET: CULVERT HEADWALL
 NE1647_STAMPING: 8 Q 2 RESET 1987
 NE1647_MARK LOGO: NGS
 NE1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1647+STABILITY: SURFACE MOTION
 NE1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1647+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 NE1647
 NE1647  HISTORY     - Date     Condition        Report By
 NE1647  HISTORY     - 1987     MONUMENTED       NGS
 NE1647  HISTORY     - 19910419 GOOD             MIDH
 NE1647  HISTORY     - 19930830 GOOD             MIDT
 NE1647  HISTORY     - 19931016 GOOD             WADTRI
 NE1647  HISTORY     - 19931115 GOOD             USDA
 NE1647  HISTORY     - 19940922 GOOD             WADTRI
 NE1647  HISTORY     - 19941115 GOOD             LOCENG
 NE1647  HISTORY     - 20010331 GOOD             NGS
 NE1647  HISTORY     - 20060131 GOOD             INDIV
 NE1647  HISTORY     - 20060510 GOOD             MIDT
 NE1647
 NE1647                          STATION DESCRIPTION
 NE1647
 NE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NE1647'FROM THE OVERPASS OF INTERSTATE HIGHWAY 75 OVER E. MAPLE ROAD, 9.66 M
 NE1647'(31.69 FT) 6.0 MILES EAST OF THE JUNCTION OF COUNTY ROAD M 1
 NE1647'(3.3 FT) AND E. MAPLE ROAD IN THE CENTER OF BIRMINGHAM, GO EAST ON E.
 NE1647'MAPLE ROAD FOR 1.61 KM, 1.0 MILES TO A CROSSROAD, MILVERTON DRIVE AND
 NE1647'THE MARK IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION, IN THE
 NE1647'NORTHEAST END OF THE CONCRETE HEADWALL OF A 5-FOOT CONCRETE PIPE
 NE1647'CULVERT RUNNING SOUTH OF THE CENTER OF E. MAPLE ROAD, 10.97 M
 NE1647'(35.99 FT) EAST OF THE CENTER OF MILVERTON DRIVE, 7.01 M (23.00 FT)
 NE1647'SOUTH FROM A UTILITY POLE, 3.96 M (12.99 FT) SOUTH FROM THE SOUTH EDGE
 NE1647'OF A EAST-WEST SIDEWALK, 0.30 M (0.98 FT) NORTHEAST FROM A CARSONITE
 NE1647'WITNESS POST AND 0.15 M (0.49 FT) SOUTHWEST OF THE NORTHEAST END OF
 NE1647'CONCRETE HEADWALL.
 NE1647
 NE1647                          STATION RECOVERY (1991)
 NE1647
 NE1647'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1647'STAION IS LOCATED IN QUAD. 420831, IN THE NORTHWEST 1/4 OF SECTION 36,
 NE1647'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY. IT IS ABOUT 12
 NE1647'MILES SOUTHEAST OF PONTIAC, 6-1/2 MILES SOUTHWEST OF UTICA, 11 MILES
 NE1647'SOUTHWEST OF MT. CLEMENS, AND 1 MILE EAST OF THE INTERSTATE HIGHWAY
 NE1647'75 AND THE MAPLE ROAD INTERSECTION AND ON THE WARREN QUADRANGLE MAP.
 NE1647'TO REACH FROM THE INTERSTATE 75 AMD EAST MAPLE ROAD OVERPASS, GO EAST
 NE1647'ON EAST MAPLE ROAD FOR 1 MI (1.6 KM) TO MILVERTON DRIVE AND THE
 NE1647'STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION AS
 NE1647'DESCRIBED.
 NE1647'STATION IS SET IN THE TOP OF A 5 FT (1.5 M) CULVERT HEADWALL.  IT IS
 NE1647'84 FT (25.6 M) SOUTH OF THE CENTERLINE OF EAST MAPLE ROAD, 36 FT
 NE1647'(11.0 M) EAST OF THE CENTERLINE OF MILVERTON DRIVE, 23 FT (7.0 M)
 NE1647'SOUTH OF A UTILITY POLE, 13 FT (4.0 M) SOUTH OF THE SOUTH EDGE OF A
 NE1647'EAST-WEST SIDEWALK, 1 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS
 NE1647'POST AND 0.5 FT (0.2 M) SOUTHWEST OF THE NORTHWEST END OF THE
 NE1647'CONCRETE HEADWALL.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE1647'STATION IS LOCATED IN QUAD 420831 AND ON THE WARREN QUADRANGLE MAP. IT
 NE1647'IS IN THE NORTHWEST QUARTER OF SECTION 36, T-2-N, R-11-E, IN THE CITY
 NE1647'OF TROY.  ABOUT 12 MI (19.3 KM) SOUTHEAST OF PONTIAC, 6.5 MI (10.5 KM)
 NE1647'SOUTHWEST OF UTICA, 11.2 MI (18.0 KM) SOUTHWEST OF MOUNT CLEMENS, 6.2
 NE1647'MI (10.0 KM) NORTHWEST OF WARREN AND 1 MI (1.6 KM) EAST OF THE
 NE1647'INTERSTATE 75 AND THE MAPLE ROAD INTERSECTION.  TO REACH THE STATION
 NE1647'FROM INTERSTATE HIGHWAY 75 AND EAST MAPLE ROAD OVERPASS IN THE CITY OF
 NE1647'TROY, GO EAST 1 MI (1.6 KM) ALONG EAST MAPLE ROAD TO THE SOUTHEAST
 NE1647'QUADRANT OF MILVERTON DRIVE AND THE STATION ON THE RIGHT AS DESCRIBED.
 NE1647'STATION IS SET IN TOP OF 5 FT (1.5 M) CONCRETE CULVERT HEADWALL.  IT
 NE1647'IS 84 FT (25.6 M) SOUTH FROM THE CENTER OF EAST MAPLE ROAD, 36 FT
 NE1647'(11.0 M) EAST FROM THE CENTER OF MILVERTON DRIVE, 24.5 FT (7.5 M)
 NE1647'SOUTHWEST FROM PHONE MANHOLE, 11.0 FT (3.4 M) SOUTHEAST FROM SOUTHWEST
 NE1647'CORNER BRICK WALL.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1994)
 NE1647
 NE1647'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1994)
 NE1647
 NE1647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (2001)
 NE1647
 NE1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1647'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1647
 NE1647                          STATION RECOVERY (2006)
 NE1647
 NE1647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1647'RECOVERED IN GOOD CONDITION.
 NE1647
 NE1647                          STATION RECOVERY (2006)
 NE1647
 NE1647'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1647'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0441 ***********************************************************************
 NE0441  DESIGNATION -  8 R 1
 NE0441  PID         -  NE0441
 NE0441  STATE/COUNTY-  MI/OAKLAND
 NE0441  COUNTRY     -  US
 NE0441  USGS QUAD   -  BIRMINGHAM (2017)
 NE0441
 NE0441                         *CURRENT SURVEY CONTROL
 NE0441  ______________________________________________________________________
 NE0441* NAD 83(1986) POSITION- 42 35 31.     (N) 083 07 45.     (W)   SCALED
 NE0441* NAVD 88 ORTHO HEIGHT -   204.616 (meters)      671.31  (feet) ADJUSTED
 NE0441  ______________________________________________________________________
 NE0441  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 NE0441  DYNAMIC HEIGHT  -        204.557 (meters)      671.12  (feet) COMP
 NE0441  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 NE0441
 NE0441  VERT ORDER      -  SECOND    CLASS 0
 NE0441
 NE0441.The horizontal coordinates were scaled from a map and have
 NE0441.an estimated accuracy of +/- 6 seconds.
 NE0441
 NE0441.The orthometric height was determined by differential leveling and
 NE0441.adjusted by the NATIONAL GEODETIC SURVEY
 NE0441.in June 1991.
 NE0441
 NE0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0441.GEOID18 height accuracy estimate available here.
 NE0441
 NE0441.Click photographs - Photos may exist for this station.
 NE0441
 NE0441.The dynamic height is computed by dividing the NAVD 88
 NE0441.geopotential number by the normal gravity value computed on the
 NE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0441.degrees latitude (g = 980.6199 gals.).
 NE0441
 NE0441.The modeled gravity was interpolated from observed gravity values.
 NE0441
 NE0441;                    North         East    Units  Estimated Accuracy
 NE0441;SPC MI S     -   122,040.    4,101,560.      MT  (+/- 180 meters Scaled)
 NE0441
 NE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH253176(NAD 83)
 NE0441
 NE0441                          SUPERSEDED SURVEY CONTROL
 NE0441
 NE0441  NGVD 29 (??/??/92)  204.750  (m)          671.75   (f) ADJ UNCH    2 0
 NE0441
 NE0441.Superseded values are not recommended for survey control.
 NE0441
 NE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0441.See file dsdata.pdf to determine how the superseded data were derived.
 NE0441
 NE0441_MARKER: DD = SURVEY DISK
 NE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0441_MARK LOGO: CGS+SS
 NE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0441+STABILITY: SURFACE MOTION
 NE0441
 NE0441  HISTORY     - Date     Condition        Report By
 NE0441  HISTORY     - 1934     MONUMENTED       MIGS
 NE0441  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0441  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 NE0441  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0441
 NE0441                          STATION DESCRIPTION
 NE0441
 NE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0441'6 MI E FROM BLOOMFIELD HILLS.
 NE0441'6.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0441'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0441'ROCHESTER ROAD, 17 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0441'CENTERLINES, 44 FEET WEST OF THE CENTERLINE OF ROCHESTER ROAD,
 NE0441'25 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE, AND LEVEL
 NE0441'WITH THE SURFACE OF EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD
 NE0441'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0441
 NE0441                          STATION RECOVERY (1997)
 NE0441
 NE0441'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0441'MARK NOT FOUND.
 NE0441
 NE0441                          STATION RECOVERY (2000)
 NE0441
 NE0441'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0441'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0444 ***********************************************************************
 NE0444  DESIGNATION -  8 R 2
 NE0444  PID         -  NE0444
 NE0444  STATE/COUNTY-  MI/OAKLAND
 NE0444  COUNTRY     -  US
 NE0444  USGS QUAD   -  WARREN (2017)
 NE0444
 NE0444                         *CURRENT SURVEY CONTROL
 NE0444  ______________________________________________________________________
 NE0444* NAD 83(1986) POSITION- 42 32 58.     (N) 083 05 17.     (W)   SCALED
 NE0444* NAVD 88 ORTHO HEIGHT -   191.899 (meters)      629.59  (feet) ADJUSTED
 NE0444  ______________________________________________________________________
 NE0444  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 NE0444  DYNAMIC HEIGHT  -        191.845 (meters)      629.41  (feet) COMP
 NE0444  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 NE0444
 NE0444  VERT ORDER      -  SECOND    CLASS 0
 NE0444
 NE0444.The horizontal coordinates were scaled from a map and have
 NE0444.an estimated accuracy of +/- 6 seconds.
 NE0444
 NE0444.The orthometric height was determined by differential leveling and
 NE0444.adjusted by the NATIONAL GEODETIC SURVEY
 NE0444.in June 1991.
 NE0444
 NE0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0444.GEOID18 height accuracy estimate available here.
 NE0444
 NE0444.Click photographs - Photos may exist for this station.
 NE0444
 NE0444.The dynamic height is computed by dividing the NAVD 88
 NE0444.geopotential number by the normal gravity value computed on the
 NE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0444.degrees latitude (g = 980.6199 gals.).
 NE0444
 NE0444.The modeled gravity was interpolated from observed gravity values.
 NE0444
 NE0444;                    North         East    Units  Estimated Accuracy
 NE0444;SPC MI S     -   117,370.    4,105,010.      MT  (+/- 180 meters Scaled)
 NE0444
 NE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285128(NAD 83)
 NE0444
 NE0444                          SUPERSEDED SURVEY CONTROL
 NE0444
 NE0444  NGVD 29 (??/??/92)  192.036  (m)          630.04   (f) ADJ UNCH    2 0
 NE0444
 NE0444.Superseded values are not recommended for survey control.
 NE0444
 NE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0444.See file dsdata.pdf to determine how the superseded data were derived.
 NE0444
 NE0444_MARKER: DD = SURVEY DISK
 NE0444_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0444_MARK LOGO: CGS+SS
 NE0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0444
 NE0444  HISTORY     - Date     Condition        Report By
 NE0444  HISTORY     - 1934     MONUMENTED       MIGS
 NE0444  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0444  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0444
 NE0444                          STATION DESCRIPTION
 NE0444
 NE0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0444'6.5 MI E FROM BIRMINGHAM.
 NE0444'6.5 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0444'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0444'DEQUINDRE ROAD, 14 YARDS SOUTHEAST OF THE INTERSECTION OF THE
 NE0444'CENTERLINES, 70.7 FEET SOUTH OF A WIRE SCHOOL FENCE, 67.5 FEET
 NE0444'EAST OF THE EAST POINT OF THE SOUTH HEADWALL OF A CONCRETE
 NE0444'CULVERT, 32 FEET SOUTH OF THE CENTERLINE OF EAST MAPLE ROAD, 30
 NE0444'FEET EAST OF THE CENTERLINE OF DEQUINDRE ROAD, AND 3 INCHES
 NE0444'LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE SURVEY
 NE0444'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0444
 NE0444                          STATION RECOVERY (1994)
 NE0444
 NE0444'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0444'MARK NOT FOUND.
 NE0444
 NE0444                          STATION RECOVERY (2001)
 NE0444
 NE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0440 ***********************************************************************
 NE0440  DESIGNATION -  8 S 1
 NE0440  PID         -  NE0440
 NE0440  STATE/COUNTY-  MI/OAKLAND
 NE0440  COUNTRY     -  US
 NE0440  USGS QUAD   -  BIRMINGHAM (2017)
 NE0440
 NE0440                         *CURRENT SURVEY CONTROL
 NE0440  ______________________________________________________________________
 NE0440* NAD 83(1986) POSITION- 42 35 30.     (N) 083 08 13.     (W)   SCALED
 NE0440* NAVD 88 ORTHO HEIGHT -   209.344 (meters)      686.82  (feet) ADJUSTED
 NE0440  ______________________________________________________________________
 NE0440  GEOID HEIGHT    -        -34.444 (meters)                     GEOID18
 NE0440  DYNAMIC HEIGHT  -        209.283 (meters)      686.62  (feet) COMP
 NE0440  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 NE0440
 NE0440  VERT ORDER      -  SECOND    CLASS 0
 NE0440
 NE0440.The horizontal coordinates were scaled from a map and have
 NE0440.an estimated accuracy of +/- 6 seconds.
 NE0440
 NE0440.The orthometric height was determined by differential leveling and
 NE0440.adjusted by the NATIONAL GEODETIC SURVEY
 NE0440.in June 1991.
 NE0440
 NE0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0440.GEOID18 height accuracy estimate available here.
 NE0440
 NE0440.Click photographs - Photos may exist for this station.
 NE0440
 NE0440.The dynamic height is computed by dividing the NAVD 88
 NE0440.geopotential number by the normal gravity value computed on the
 NE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0440.degrees latitude (g = 980.6199 gals.).
 NE0440
 NE0440.The modeled gravity was interpolated from observed gravity values.
 NE0440
 NE0440;                    North         East    Units  Estimated Accuracy
 NE0440;SPC MI S     -   122,000.    4,100,920.      MT  (+/- 180 meters Scaled)
 NE0440
 NE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH246176(NAD 83)
 NE0440
 NE0440                          SUPERSEDED SURVEY CONTROL
 NE0440
 NE0440  NGVD 29 (??/??/92)  209.478  (m)          687.26   (f) ADJ UNCH    2 0
 NE0440
 NE0440.Superseded values are not recommended for survey control.
 NE0440
 NE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0440.See file dsdata.pdf to determine how the superseded data were derived.
 NE0440
 NE0440_MARKER: DD = SURVEY DISK
 NE0440_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0440_MARK LOGO: CGS+SS
 NE0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0440
 NE0440  HISTORY     - Date     Condition        Report By
 NE0440  HISTORY     - 1934     MONUMENTED       MIGS
 NE0440  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0440  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0440  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0440  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0440
 NE0440                          STATION DESCRIPTION
 NE0440
 NE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0440'5.7 MI E FROM BLOOMFIELD HILLS.
 NE0440'5.7 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0440'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0440'SMITH ROAD, 14 YARDS NORTHWEST OF THE INTERSECTION OF THE
 NE0440'CENTERLINES, 83.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NE0440'2-STORY WHITE FRAME HOUSE OF L. BAYLISS, 10-1/2 YARDS WEST OF
 NE0440'THE CENTERLINE OF SMITH ROAD, 25 FEET NORTH OF THE CENTERLINE
 NE0440'OF EAST LONG LAKE ROAD, AND 1 FOOT LOWER THAN THE SURFACE OF
 NE0440'EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0440'TOP OF A CONCRETE POST.
 NE0440
 NE0440                          STATION RECOVERY (1983)
 NE0440
 NE0440'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0440'MARK NOT FOUND.
 NE0440
 NE0440                          STATION RECOVERY (1994)
 NE0440
 NE0440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0440'MARK NOT FOUND.
 NE0440
 NE0440                          STATION RECOVERY (1997)
 NE0440
 NE0440'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0439 ***********************************************************************
 NE0439  DESIGNATION -  8 T 1
 NE0439  PID         -  NE0439
 NE0439  STATE/COUNTY-  MI/OAKLAND
 NE0439  COUNTRY     -  US
 NE0439  USGS QUAD   -  BIRMINGHAM (2017)
 NE0439
 NE0439                         *CURRENT SURVEY CONTROL
 NE0439  ______________________________________________________________________
 NE0439* NAD 83(1986) POSITION- 42 35 29.     (N) 083 09 22.     (W)   SCALED
 NE0439* NAVD 88 ORTHO HEIGHT -   225.361 (meters)      739.37  (feet) ADJUSTED
 NE0439  ______________________________________________________________________
 NE0439  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 NE0439  DYNAMIC HEIGHT  -        225.296 (meters)      739.16  (feet) COMP
 NE0439  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 NE0439
 NE0439  VERT ORDER      -  SECOND    CLASS 0
 NE0439
 NE0439.The horizontal coordinates were scaled from a map and have
 NE0439.an estimated accuracy of +/- 6 seconds.
 NE0439
 NE0439.The orthometric height was determined by differential leveling and
 NE0439.adjusted by the NATIONAL GEODETIC SURVEY
 NE0439.in June 1991.
 NE0439
 NE0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0439.GEOID18 height accuracy estimate available here.
 NE0439
 NE0439.Click photographs - Photos may exist for this station.
 NE0439
 NE0439.The dynamic height is computed by dividing the NAVD 88
 NE0439.geopotential number by the normal gravity value computed on the
 NE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0439.degrees latitude (g = 980.6199 gals.).
 NE0439
 NE0439.The modeled gravity was interpolated from observed gravity values.
 NE0439
 NE0439;                    North         East    Units  Estimated Accuracy
 NE0439;SPC MI S     -   121,940.    4,099,350.      MT  (+/- 180 meters Scaled)
 NE0439
 NE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH230176(NAD 83)
 NE0439
 NE0439                          SUPERSEDED SURVEY CONTROL
 NE0439
 NE0439  NGVD 29 (??/??/92)  225.493  (m)          739.81   (f) ADJ UNCH    2 0
 NE0439
 NE0439.Superseded values are not recommended for survey control.
 NE0439
 NE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0439.See file dsdata.pdf to determine how the superseded data were derived.
 NE0439
 NE0439_MARKER: DD = SURVEY DISK
 NE0439_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0439_MARK LOGO: CGS+SS
 NE0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0439
 NE0439  HISTORY     - Date     Condition        Report By
 NE0439  HISTORY     - 1934     MONUMENTED       MIGS
 NE0439  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0439  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0439  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0439
 NE0439                          STATION DESCRIPTION
 NE0439
 NE0439'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0439'4.5 MI E FROM BLOOMFIELD HILLS.
 NE0439'4.5 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0439'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0439'DANIELS AVENUE, 14 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0439'CENTERLINES, 11 YARDS EAST OF THE CENTERLINE OF DANIELS AVENUE,
 NE0439'25.4 FEET NORTH OF THE CENTERLINE OF EAST LONG LAKE ROAD, 8.4
 NE0439'FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE WALL OF A
 NE0439'CULVERT, AND 4 INCHES LOWER THAN THE SURFACE OF EAST LONG LAKE
 NE0439'ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE
 NE0439'POST.
 NE0439
 NE0439                          STATION RECOVERY (1983)
 NE0439
 NE0439'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0439'MARK NOT FOUND.
 NE0439
 NE0439                          STATION RECOVERY (1994)
 NE0439
 NE0439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0439'MARK NOT FOUND.
 NE0439
 NE0439                          STATION RECOVERY (2000)
 NE0439
 NE0439'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0439'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0438 ***********************************************************************
 NE0438  DESIGNATION -  8 U 1
 NE0438  PID         -  NE0438
 NE0438  STATE/COUNTY-  MI/OAKLAND
 NE0438  COUNTRY     -  US
 NE0438  USGS QUAD   -  BIRMINGHAM (2017)
 NE0438
 NE0438                         *CURRENT SURVEY CONTROL
 NE0438  ______________________________________________________________________
 NE0438* NAD 83(1986) POSITION- 42 35 27.     (N) 083 10 06.     (W)   SCALED
 NE0438* NAVD 88 ORTHO HEIGHT -   234.775 (meters)      770.26  (feet) ADJUSTED
 NE0438  ______________________________________________________________________
 NE0438  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 NE0438  DYNAMIC HEIGHT  -        234.707 (meters)      770.03  (feet) COMP
 NE0438  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NE0438
 NE0438  VERT ORDER      -  SECOND    CLASS 0
 NE0438
 NE0438.The horizontal coordinates were scaled from a map and have
 NE0438.an estimated accuracy of +/- 6 seconds.
 NE0438
 NE0438.The orthometric height was determined by differential leveling and
 NE0438.adjusted by the NATIONAL GEODETIC SURVEY
 NE0438.in June 1991.
 NE0438
 NE0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0438.GEOID18 height accuracy estimate available here.
 NE0438
 NE0438.Click photographs - Photos may exist for this station.
 NE0438
 NE0438.The dynamic height is computed by dividing the NAVD 88
 NE0438.geopotential number by the normal gravity value computed on the
 NE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0438.degrees latitude (g = 980.6199 gals.).
 NE0438
 NE0438.The modeled gravity was interpolated from observed gravity values.
 NE0438
 NE0438;                    North         East    Units  Estimated Accuracy
 NE0438;SPC MI S     -   121,870.    4,098,350.      MT  (+/- 180 meters Scaled)
 NE0438
 NE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH220176(NAD 83)
 NE0438
 NE0438                          SUPERSEDED SURVEY CONTROL
 NE0438
 NE0438  NGVD 29 (??/??/92)  234.905  (m)          770.68   (f) ADJ UNCH    2 0
 NE0438
 NE0438.Superseded values are not recommended for survey control.
 NE0438
 NE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0438.See file dsdata.pdf to determine how the superseded data were derived.
 NE0438
 NE0438_MARKER: DD = SURVEY DISK
 NE0438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0438_MARK LOGO: CGS+SS
 NE0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0438
 NE0438  HISTORY     - Date     Condition        Report By
 NE0438  HISTORY     - 1934     MONUMENTED       MIGS
 NE0438  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0438  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0438  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0438
 NE0438                          STATION DESCRIPTION
 NE0438
 NE0438'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0438'4 MI E FROM BLOOMFIELD HILLS.
 NE0438'4.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0438'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0438'CROOKS END, 15 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0438'CENTERLINES, 29 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0438'HOGANS SERVICE STATION, 46 FEET WEST OF THE CENTERLINE OF CROOKS
 NE0438'ROAD, 23.3 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE ROAD,
 NE0438'AND 4 INCHES LOWER THAN THE SURFACE OF EAST LONG LAKE ROAD.
 NE0438'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0438
 NE0438                          STATION RECOVERY (1983)
 NE0438
 NE0438'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0438'MARK NOT FOUND.
 NE0438
 NE0438                          STATION RECOVERY (1994)
 NE0438
 NE0438'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0438'MARK NOT FOUND.
 NE0438
 NE0438                          STATION RECOVERY (2000)
 NE0438
 NE0438'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0438'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0437 ***********************************************************************
 NE0437  DESIGNATION -  8 V 1
 NE0437  PID         -  NE0437
 NE0437  STATE/COUNTY-  MI/OAKLAND
 NE0437  COUNTRY     -  US
 NE0437  USGS QUAD   -  BIRMINGHAM (2017)
 NE0437
 NE0437                         *CURRENT SURVEY CONTROL
 NE0437  ______________________________________________________________________
 NE0437* NAD 83(1986) POSITION- 42 35 25.     (N) 083 11 55.     (W)   SCALED
 NE0437* NAVD 88 ORTHO HEIGHT -   250.323 (meters)      821.27  (feet) ADJUSTED
 NE0437  ______________________________________________________________________
 NE0437  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 NE0437  DYNAMIC HEIGHT  -        250.251 (meters)      821.03  (feet) COMP
 NE0437  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 NE0437
 NE0437  VERT ORDER      -  SECOND    CLASS 0
 NE0437
 NE0437.The horizontal coordinates were scaled from a map and have
 NE0437.an estimated accuracy of +/- 6 seconds.
 NE0437
 NE0437.The orthometric height was determined by differential leveling and
 NE0437.adjusted by the NATIONAL GEODETIC SURVEY
 NE0437.in June 1991.
 NE0437
 NE0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0437.GEOID18 height accuracy estimate available here.
 NE0437
 NE0437.Click photographs - Photos may exist for this station.
 NE0437
 NE0437.The dynamic height is computed by dividing the NAVD 88
 NE0437.geopotential number by the normal gravity value computed on the
 NE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0437.degrees latitude (g = 980.6199 gals.).
 NE0437
 NE0437.The modeled gravity was interpolated from observed gravity values.
 NE0437
 NE0437;                    North         East    Units  Estimated Accuracy
 NE0437;SPC MI S     -   121,770.    4,095,860.      MT  (+/- 180 meters Scaled)
 NE0437
 NE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH196176(NAD 83)
 NE0437
 NE0437                          SUPERSEDED SURVEY CONTROL
 NE0437
 NE0437  NGVD 29 (??/??/92)  250.451  (m)          821.69   (f) ADJ UNCH    2 0
 NE0437
 NE0437.Superseded values are not recommended for survey control.
 NE0437
 NE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0437.See file dsdata.pdf to determine how the superseded data were derived.
 NE0437
 NE0437_MARKER: DD = SURVEY DISK
 NE0437_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0437_STAMPING: 8 V 1
 NE0437_MARK LOGO: CGS+SS
 NE0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0437
 NE0437  HISTORY     - Date     Condition        Report By
 NE0437  HISTORY     - 1934     MONUMENTED       MIGS
 NE0437  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0437
 NE0437                          STATION DESCRIPTION
 NE0437
 NE0437'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0437'2.5 MI E FROM BLOOMFIELD HILLS.
 NE0437'2.5 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0437'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0437'BEACH ROAD, 110 YARDS WEST OF THE INTERSECTION OF THE CENTERLINES,
 NE0437'20 YARDS WEST OF A POLE, 23.9 FEET NORTH OF THE CENTERLINE OF
 NE0437'EAST LONG LAKE ROAD, 10 FEET SOUTH OF A WIRE FENCE, AND LEVEL
 NE0437'WITH THE ROAD SURFACE.  A STATE SURVEY STANDARD DISK SET IN
 NE0437'THE TOP OF A CONCRETE POST.
 NE0437
 NE0437                          STATION RECOVERY (1994)
 NE0437
 NE0437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0436 ***********************************************************************
 NE0436  DESIGNATION -  8 W 1
 NE0436  PID         -  NE0436
 NE0436  STATE/COUNTY-  MI/OAKLAND
 NE0436  COUNTRY     -  US
 NE0436  USGS QUAD   -  BIRMINGHAM (2017)
 NE0436
 NE0436                         *CURRENT SURVEY CONTROL
 NE0436  ______________________________________________________________________
 NE0436* NAD 83(1986) POSITION- 42 35 24.     (N) 083 12 29.     (W)   SCALED
 NE0436* NAVD 88 ORTHO HEIGHT -   262.472 (meters)      861.13  (feet) ADJUSTED
 NE0436  ______________________________________________________________________
 NE0436  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 NE0436  DYNAMIC HEIGHT  -        262.396 (meters)      860.88  (feet) COMP
 NE0436  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NE0436
 NE0436  VERT ORDER      -  SECOND    CLASS 0
 NE0436
 NE0436.The horizontal coordinates were scaled from a map and have
 NE0436.an estimated accuracy of +/- 6 seconds.
 NE0436
 NE0436.The orthometric height was determined by differential leveling and
 NE0436.adjusted by the NATIONAL GEODETIC SURVEY
 NE0436.in June 1991.
 NE0436
 NE0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0436.GEOID18 height accuracy estimate available here.
 NE0436
 NE0436.Click photographs - Photos may exist for this station.
 NE0436
 NE0436.The dynamic height is computed by dividing the NAVD 88
 NE0436.geopotential number by the normal gravity value computed on the
 NE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0436.degrees latitude (g = 980.6199 gals.).
 NE0436
 NE0436.The modeled gravity was interpolated from observed gravity values.
 NE0436
 NE0436;                    North         East    Units  Estimated Accuracy
 NE0436;SPC MI S     -   121,730.    4,095,090.      MT  (+/- 180 meters Scaled)
 NE0436
 NE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH188176(NAD 83)
 NE0436
 NE0436                          SUPERSEDED SURVEY CONTROL
 NE0436
 NE0436  NGVD 29 (??/??/92)  262.600  (m)          861.55   (f) ADJ UNCH    2 0
 NE0436
 NE0436.Superseded values are not recommended for survey control.
 NE0436
 NE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0436.See file dsdata.pdf to determine how the superseded data were derived.
 NE0436
 NE0436_MARKER: DD = SURVEY DISK
 NE0436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0436_STAMPING: 8 W 1
 NE0436_MARK LOGO: CGS+SS
 NE0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0436
 NE0436  HISTORY     - Date     Condition        Report By
 NE0436  HISTORY     - 1934     MONUMENTED       MIGS
 NE0436  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0436  HISTORY     - 19941013 POOR             LOCENG
 NE0436  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0436  HISTORY     - 19991223 POOR             LOCSUR
 NE0436  HISTORY     - 20000522 POOR             USPSQD
 NE0436
 NE0436                          STATION DESCRIPTION
 NE0436
 NE0436'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0436'2 MI E FROM BLOOMFIELD HILLS.
 NE0436'2.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0436'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0436'ADAMS ROAD, 17 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0436'CENTERLINES, 49.6 FEET WEST OF THE CENTERLINE OF ADAMS ROAD,
 NE0436'23.7 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE ROAD, AND
 NE0436'LEVEL WITH THE CURB.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0436'TOP OF A CONCRETE POST.
 NE0436
 NE0436                          STATION RECOVERY (1983)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0436'MARK NOT FOUND.
 NE0436
 NE0436                          STATION RECOVERY (1994)
 NE0436
 NE0436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0436'FOUND CONCRETE MONUMENT 0.5 FT (15.2 CM) SOUTH OF SOUTH CURB OF LONG
 NE0436'LAKE ROAD.  THE NORTHWESTERLY 1/2 OF SURVEY DISK IS MISSING.  THE
 NE0436'REMAINING PORTION OF THE SURVEY DISK APPEARS TO BE SOLID.  THE
 NE0436'MONUMENT MUST HAVE BEEN STRUCK VERTICALLY BY SOMETHING WITH A SHARP
 NE0436'EDGE DURING ROAD CONSTRUCTION.
 NE0436
 NE0436                          STATION RECOVERY (1997)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0436'MARK NOT FOUND.
 NE0436
 NE0436                          STATION RECOVERY (1999)
 NE0436
 NE0436'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (LRF)
 NE0436'PROJECT - I-75 NB FROM SE OF SQUIRREL ROAD TO EB M-59 ENTRANCE RAMP
 NE0436'MDOT CS 63174  JN 48318
 NE0436
 NE0436                          STATION RECOVERY (2000)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0436'MARKER IS IN PLACE HOWEVER, MARKER HAS BEEN CUT IN HALF. INSTALLED
 NE0436'WITNESS POST 14.6 FEET SW OF MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0458 ***********************************************************************
 NE0458  DESIGNATION -  8 W 2
 NE0458  PID         -  NE0458
 NE0458  STATE/COUNTY-  MI/OAKLAND
 NE0458  COUNTRY     -  US
 NE0458  USGS QUAD   -  WARREN (2017)
 NE0458
 NE0458                         *CURRENT SURVEY CONTROL
 NE0458  ______________________________________________________________________
 NE0458* NAD 83(1986) POSITION- 42 30 19.     (N) 083 05 08.     (W)   SCALED
 NE0458* NAVD 88 ORTHO HEIGHT -   191.980 (meters)      629.85  (feet) ADJUSTED
 NE0458  ______________________________________________________________________
 NE0458  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 NE0458  DYNAMIC HEIGHT  -        191.927 (meters)      629.68  (feet) COMP
 NE0458  MODELED GRAVITY -    980,338.1   (mgal)                       NAVD 88
 NE0458
 NE0458  VERT ORDER      -  SECOND    CLASS 0
 NE0458
 NE0458.The horizontal coordinates were scaled from a map and have
 NE0458.an estimated accuracy of +/- 6 seconds.
 NE0458
 NE0458.The orthometric height was determined by differential leveling and
 NE0458.adjusted by the NATIONAL GEODETIC SURVEY
 NE0458.in June 1991.
 NE0458
 NE0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0458.GEOID18 height accuracy estimate available here.
 NE0458
 NE0458.Click photographs - Photos may exist for this station.
 NE0458
 NE0458.The dynamic height is computed by dividing the NAVD 88
 NE0458.geopotential number by the normal gravity value computed on the
 NE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0458.degrees latitude (g = 980.6199 gals.).
 NE0458
 NE0458.The modeled gravity was interpolated from observed gravity values.
 NE0458
 NE0458;                    North         East    Units  Estimated Accuracy
 NE0458;SPC MI S     -   112,470.    4,105,290.      MT  (+/- 180 meters Scaled)
 NE0458
 NE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH286079(NAD 83)
 NE0458
 NE0458                          SUPERSEDED SURVEY CONTROL
 NE0458
 NE0458  NGVD 29 (??/??/92)  192.119  (m)          630.31   (f) ADJ UNCH    2 0
 NE0458
 NE0458.Superseded values are not recommended for survey control.
 NE0458
 NE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0458.See file dsdata.pdf to determine how the superseded data were derived.
 NE0458
 NE0458_MARKER: DD = SURVEY DISK
 NE0458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0458_STAMPING: 8 W 2 630.310
 NE0458_MARK LOGO: CGS+SS
 NE0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0458
 NE0458  HISTORY     - Date     Condition        Report By
 NE0458  HISTORY     - 1934     MONUMENTED       MIGS
 NE0458  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0458  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0458  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0458
 NE0458                          STATION DESCRIPTION
 NE0458
 NE0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0458'3 MI E FROM ROYAL OAK.
 NE0458'3.0 MILES EAST ALONG TWELVE MILE ROAD FROM THE INTERSECTION WITH
 NE0458'MAIN STREET, AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION
 NE0458'WITH DEQUINDRE ROAD, 21 YARDS NORTHWEST OF THE INTERSECTION OF
 NE0458'THE CENTERLINES, 57.9 FEET WEST OF THE CENTERLINE OF DEQUINDRE
 NE0458'ROAD, 28 FEET NORTH OF THE CENTERLINE OF TWELVE MILE ROAD, AND
 NE0458'1 FOOT LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE SURVEY
 NE0458'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0458'MARK IS 4.5 FEET NORTHEAST OF A CORNER FENCE POST.  IT IS NOW
 NE0458'STAMPED 8 W 2 630.310.
 NE0458
 NE0458                          STATION RECOVERY (1994)
 NE0458
 NE0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0458'MARK NOT FOUND.
 NE0458
 NE0458                          STATION RECOVERY (2001)
 NE0458
 NE0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0459 ***********************************************************************
 NE0459  DESIGNATION -  8 X 2
 NE0459  PID         -  NE0459
 NE0459  STATE/COUNTY-  MI/OAKLAND
 NE0459  COUNTRY     -  US
 NE0459  USGS QUAD   -  WARREN (2017)
 NE0459
 NE0459                         *CURRENT SURVEY CONTROL
 NE0459  ______________________________________________________________________
 NE0459* NAD 83(1986) POSITION- 42 30 18.     (N) 083 05 38.     (W)   SCALED
 NE0459* NAVD 88 ORTHO HEIGHT -   192.291 (meters)      630.87  (feet) ADJUSTED
 NE0459  ______________________________________________________________________
 NE0459  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 NE0459  DYNAMIC HEIGHT  -        192.238 (meters)      630.70  (feet) COMP
 NE0459  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 NE0459
 NE0459  VERT ORDER      -  SECOND    CLASS 0
 NE0459
 NE0459.The horizontal coordinates were scaled from a map and have
 NE0459.an estimated accuracy of +/- 6 seconds.
 NE0459
 NE0459.The orthometric height was determined by differential leveling and
 NE0459.adjusted by the NATIONAL GEODETIC SURVEY
 NE0459.in June 1991.
 NE0459
 NE0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0459.GEOID18 height accuracy estimate available here.
 NE0459
 NE0459.Click photographs - Photos may exist for this station.
 NE0459
 NE0459.The dynamic height is computed by dividing the NAVD 88
 NE0459.geopotential number by the normal gravity value computed on the
 NE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0459.degrees latitude (g = 980.6199 gals.).
 NE0459
 NE0459.The modeled gravity was interpolated from observed gravity values.
 NE0459
 NE0459;                    North         East    Units  Estimated Accuracy
 NE0459;SPC MI S     -   112,420.    4,104,600.      MT  (+/- 180 meters Scaled)
 NE0459
 NE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH279079(NAD 83)
 NE0459
 NE0459                          SUPERSEDED SURVEY CONTROL
 NE0459
 NE0459  NGVD 29 (??/??/92)  192.429  (m)          631.33   (f) ADJ UNCH    2 0
 NE0459
 NE0459.Superseded values are not recommended for survey control.
 NE0459
 NE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0459.See file dsdata.pdf to determine how the superseded data were derived.
 NE0459
 NE0459_MARKER: DD = SURVEY DISK
 NE0459_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0459_STAMPING: 8 X 2 631.327
 NE0459_MARK LOGO: CGS+SS
 NE0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0459
 NE0459  HISTORY     - Date     Condition        Report By
 NE0459  HISTORY     - 1934     MONUMENTED       MIGS
 NE0459  HISTORY     - 1941     GOOD             CGS
 NE0459  HISTORY     - 1973     GOOD             MIGS
 NE0459  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0459  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0459
 NE0459                          STATION DESCRIPTION
 NE0459
 NE0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0459'2.5 MI E FROM ROYAL OAK.
 NE0459'2.5 MILES EAST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0459'WITH MAIN STREET, AT ROYAL OAK, OAKLAND COUNTY, 56 FEET EAST OF
 NE0459'THE EAST END OF A PARAPET WALL OF A CONCRETE CULVERT, 43.9 FEET
 NE0459'NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE OF M. KUTCHEY,
 NE0459'38.6 FEET NORTH OF THE NORTH SIDE OF THE HOUSE, 21 FEET WEST
 NE0459'OF THE WEST SIDE OF THE HOUSE, AND 8 INCHES LOWER THAN THE
 NE0459'SURFACE OF THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE
 NE0459'TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS IN THE SOUTH SIDE OF THE
 NE0459'SOUTH ROAD DITCH.  IT IS NOW STAMPED 8 X 2 631.327.  NOTE-- THE
 NE0459'CONCRETE WALL DESCRIBED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NE0459'DEMOLISHED AND THE PAVEMENT WIDENED TO 44 FT IN 1960.  THE MARK
 NE0459'IS COVERED BY A 4 IN CAST IRON VALVE BOX MARKED WATER TO PROTECT
 NE0459'IT FOR FUTURE USE.
 NE0459
 NE0459                          STATION RECOVERY (1973)
 NE0459
 NE0459'RECOVERY NOTE BY MICHIGAN GEODETIC SURVEY 1973
 NE0459'RECOVERED IN GOOD CONDITION.
 NE0459
 NE0459                          STATION RECOVERY (1994)
 NE0459
 NE0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0459'MARK NOT FOUND.
 NE0459
 NE0459                          STATION RECOVERY (2001)
 NE0459
 NE0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0435 ***********************************************************************
 NE0435  DESIGNATION -  8 Y 1
 NE0435  PID         -  NE0435
 NE0435  STATE/COUNTY-  MI/OAKLAND
 NE0435  COUNTRY     -  US
 NE0435  USGS QUAD   -  BIRMINGHAM (2017)
 NE0435
 NE0435                         *CURRENT SURVEY CONTROL
 NE0435  ______________________________________________________________________
 NE0435* NAD 83(1986) POSITION- 42 35 10.     (N) 083 14 11.     (W)   SCALED
 NE0435* NAVD 88 ORTHO HEIGHT -   253.604 (meters)      832.03  (feet) ADJUSTED
 NE0435  ______________________________________________________________________
 NE0435  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 NE0435  DYNAMIC HEIGHT  -        253.530 (meters)      831.79  (feet) COMP
 NE0435  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NE0435
 NE0435  VERT ORDER      -  SECOND    CLASS 0
 NE0435
 NE0435.The horizontal coordinates were scaled from a map and have
 NE0435.an estimated accuracy of +/- 6 seconds.
 NE0435
 NE0435.The orthometric height was determined by differential leveling and
 NE0435.adjusted by the NATIONAL GEODETIC SURVEY
 NE0435.in June 1991.
 NE0435
 NE0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0435.GEOID18 height accuracy estimate available here.
 NE0435
 NE0435.Click photographs - Photos may exist for this station.
 NE0435
 NE0435.The dynamic height is computed by dividing the NAVD 88
 NE0435.geopotential number by the normal gravity value computed on the
 NE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0435.degrees latitude (g = 980.6199 gals.).
 NE0435
 NE0435.The modeled gravity was interpolated from observed gravity values.
 NE0435
 NE0435;                    North         East    Units  Estimated Accuracy
 NE0435;SPC MI S     -   121,270.    4,092,770.      MT  (+/- 180 meters Scaled)
 NE0435
 NE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH164172(NAD 83)
 NE0435
 NE0435                          SUPERSEDED SURVEY CONTROL
 NE0435
 NE0435  NGVD 29 (??/??/92)  253.732  (m)          832.45   (f) ADJ UNCH    2 0
 NE0435
 NE0435.Superseded values are not recommended for survey control.
 NE0435
 NE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0435.See file dsdata.pdf to determine how the superseded data were derived.
 NE0435
 NE0435_MARKER: DD = SURVEY DISK
 NE0435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0435_SP_SET: PIER BASE
 NE0435_MARK LOGO: CGS+SS
 NE0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0435
 NE0435  HISTORY     - Date     Condition        Report By
 NE0435  HISTORY     - 1934     MONUMENTED       MIGS
 NE0435  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0435  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0435
 NE0435                          STATION DESCRIPTION
 NE0435
 NE0435'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 NE0435'0.5 MI E FROM BLOOMFIELD HILLS.
 NE0435'0.5 MILE EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0435'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT A CONCRETE OVERPASS
 NE0435'OF THE GRAND TRUNK WESTERN RAILWAY, IN THE TOP OF THE SOUTHWEST
 NE0435'CORNER OF THE CONCRETE BASE OF THE CENTER PIER, 1.9 FEET WEST
 NE0435'OF THE WEST FACE OF THE WEST CENTER PIER, AND 1/2 FOOT SOUTH
 NE0435'OF THE SOUTH FACE OF THE WEST PIER.  A STATE SURVEY STANDARD
 NE0435'DISK.
 NE0435
 NE0435                          STATION RECOVERY (1994)
 NE0435
 NE0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0435'MARK NOT FOUND.
 NE0435
 NE0435                          STATION RECOVERY (2000)
 NE0435
 NE0435'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0435'CONCRETE BASE OF CENTER PIER HAS BEEN REWORKED AND CONCRETE HAS BEEN
 NE0435'REPLACED. UNABLE TO FIND MARKER AT THIS TIME. DATES ON CEMENT AROUND
 NE0435'AREA WAS REWORKED IN 1985.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0460 ***********************************************************************
 NE0460  DESIGNATION -  8 Y 2
 NE0460  PID         -  NE0460
 NE0460  STATE/COUNTY-  MI/OAKLAND
 NE0460  COUNTRY     -  US
 NE0460  USGS QUAD   -  BIRMINGHAM (2017)
 NE0460
 NE0460                         *CURRENT SURVEY CONTROL
 NE0460  ______________________________________________________________________
 NE0460* NAD 83(1986) POSITION- 42 30 16.     (N) 083 07 30.     (W)   SCALED
 NE0460* NAVD 88 ORTHO HEIGHT -   193.748 (meters)      635.65  (feet) ADJUSTED
 NE0460  ______________________________________________________________________
 NE0460  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 NE0460  DYNAMIC HEIGHT  -        193.694 (meters)      635.48  (feet) COMP
 NE0460  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 NE0460
 NE0460  VERT ORDER      -  SECOND    CLASS 0
 NE0460
 NE0460.The horizontal coordinates were scaled from a map and have
 NE0460.an estimated accuracy of +/- 6 seconds.
 NE0460
 NE0460.The orthometric height was determined by differential leveling and
 NE0460.adjusted by the NATIONAL GEODETIC SURVEY
 NE0460.in June 1991.
 NE0460
 NE0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0460.GEOID18 height accuracy estimate available here.
 NE0460
 NE0460.Click photographs - Photos may exist for this station.
 NE0460
 NE0460.The dynamic height is computed by dividing the NAVD 88
 NE0460.geopotential number by the normal gravity value computed on the
 NE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0460.degrees latitude (g = 980.6199 gals.).
 NE0460
 NE0460.The modeled gravity was interpolated from observed gravity values.
 NE0460
 NE0460;                    North         East    Units  Estimated Accuracy
 NE0460;SPC MI S     -   112,320.    4,102,050.      MT  (+/- 180 meters Scaled)
 NE0460
 NE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH254079(NAD 83)
 NE0460
 NE0460                          SUPERSEDED SURVEY CONTROL
 NE0460
 NE0460  NGVD 29 (??/??/92)  193.885  (m)          636.10   (f) ADJ UNCH    2 0
 NE0460
 NE0460.Superseded values are not recommended for survey control.
 NE0460
 NE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0460.See file dsdata.pdf to determine how the superseded data were derived.
 NE0460
 NE0460_MARKER: DD = SURVEY DISK
 NE0460_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0460_STAMPING: 8 Y 2 636.104
 NE0460_MARK LOGO: CGS+SS
 NE0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0460
 NE0460  HISTORY     - Date     Condition        Report By
 NE0460  HISTORY     - 1934     MONUMENTED       MIGS
 NE0460  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0460  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0460  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0460
 NE0460                          STATION DESCRIPTION
 NE0460
 NE0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0460'AT ROYAL OAK.
 NE0460'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF OAKWOOD
 NE0460'BOULEVARD AND NORTH CAMPBELL ROAD, 17 YARDS NORTHWEST OF THE
 NE0460'INTERSECTION OF THE CENTERLINES, 17.5 YARDS WEST OF THE WEST
 NE0460'END OF THE NORTH PARAPET WALL OF A CONCRETE CULVERT, 15 YARDS
 NE0460'WEST OF THE CENTERLINE OF CAMPBELL ROAD, 8 YARDS NORTH OF THE
 NE0460'CENTERLINE OF OAKWOOD BOULEVARD, AND 4 INCHES LOWER THAN THE
 NE0460'SURFACE OF THE SIDEWALK.  A STATE SURVEY STANDARD DISK, SET IN
 NE0460'THE TOP OF A CONCRETE POST.  NOTE-- OAKWOOD BOULEVARD IS TWELVE
 NE0460'MILE ROAD.  THE MARK IS NORTHWEST OF A SEWAGE DISPOSAL PLANT,
 NE0460'2 FEET EAST OF A SIDEWALK, 7.5 FEET NORTH OF NORTH CURB, AND
 NE0460'BELOW GROUND LEVEL IN A HOLE IN THE GROUND.  IT IS NOW STAMPED
 NE0460'8 Y 2 636.104.
 NE0460
 NE0460                          STATION RECOVERY (1994)
 NE0460
 NE0460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0460'MARK NOT FOUND.
 NE0460
 NE0460                          STATION RECOVERY (2001)
 NE0460
 NE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0461 ***********************************************************************
 NE0461  DESIGNATION -  8 Z 2
 NE0461  PID         -  NE0461
 NE0461  STATE/COUNTY-  MI/OAKLAND
 NE0461  COUNTRY     -  US
 NE0461  USGS QUAD   -  BIRMINGHAM (2017)
 NE0461
 NE0461                         *CURRENT SURVEY CONTROL
 NE0461  ______________________________________________________________________
 NE0461* NAD 83(1986) POSITION- 42 30 16.     (N) 083 07 54.     (W)   SCALED
 NE0461* NAVD 88 ORTHO HEIGHT -   196.308 (meters)      644.05  (feet) ADJUSTED
 NE0461  ______________________________________________________________________
 NE0461  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 NE0461  DYNAMIC HEIGHT  -        196.253 (meters)      643.87  (feet) COMP
 NE0461  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 NE0461
 NE0461  VERT ORDER      -  SECOND    CLASS 0
 NE0461
 NE0461.The horizontal coordinates were scaled from a map and have
 NE0461.an estimated accuracy of +/- 6 seconds.
 NE0461
 NE0461.The orthometric height was determined by differential leveling and
 NE0461.adjusted by the NATIONAL GEODETIC SURVEY
 NE0461.in June 1991.
 NE0461
 NE0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0461.GEOID18 height accuracy estimate available here.
 NE0461
 NE0461.Click photographs - Photos may exist for this station.
 NE0461
 NE0461.The dynamic height is computed by dividing the NAVD 88
 NE0461.geopotential number by the normal gravity value computed on the
 NE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0461.degrees latitude (g = 980.6199 gals.).
 NE0461
 NE0461.The modeled gravity was interpolated from observed gravity values.
 NE0461
 NE0461;                    North         East    Units  Estimated Accuracy
 NE0461;SPC MI S     -   112,320.    4,101,500.      MT  (+/- 180 meters Scaled)
 NE0461
 NE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH248079(NAD 83)
 NE0461
 NE0461                          SUPERSEDED SURVEY CONTROL
 NE0461
 NE0461  NGVD 29 (??/??/92)  196.445  (m)          644.50   (f) ADJ UNCH    2 0
 NE0461
 NE0461.Superseded values are not recommended for survey control.
 NE0461
 NE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0461.See file dsdata.pdf to determine how the superseded data were derived.
 NE0461
 NE0461_MARKER: DD = SURVEY DISK
 NE0461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0461_STAMPING: 8 Z 2 644.503
 NE0461_MARK LOGO: CGS+SS
 NE0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0461
 NE0461  HISTORY     - Date     Condition        Report By
 NE0461  HISTORY     - 1934     MONUMENTED       MIGS
 NE0461  HISTORY     - 1955     GOOD             CGS
 NE0461  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0461
 NE0461                          STATION DESCRIPTION
 NE0461
 NE0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NE0461'AT ROYAL OAK.
 NE0461'AT ROYAL OAK, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF THE
 NE0461'INTERSECTION OF OAKWOOD BOULEVARD AND FERRIS AVENUE, 40 FEET
 NE0461'WEST OF THE CENTERLINE OF FERRIS AVENUE, 1.5 FEET SOUTH OF THE
 NE0461'SOUTH CURB OF OAKWOOD BOULEVARD, AND LEVEL WITH THE SURFACE
 NE0461'OF THE BOULEVARD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 NE0461'OF A CONCRETE POST.  NOTE-- THE MARK IS LEVEL WITH THE TOP OF
 NE0461'THE CURB AND 5 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 NE0461'NOW STAMPED 8 Z 2 644.503.
 NE0461
 NE0461                          STATION RECOVERY (1994)
 NE0461
 NE0461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0112 ***********************************************************************
 NF0112  DESIGNATION -  80 1/2
 NF0112  PID         -  NF0112
 NF0112  STATE/COUNTY-  MI/SHIAWASSEE
 NF0112  COUNTRY     -  US
 NF0112  USGS QUAD   -  OWOSSO SOUTH (2017)
 NF0112
 NF0112                         *CURRENT SURVEY CONTROL
 NF0112  ______________________________________________________________________
 NF0112* NAD 83(1986) POSITION- 42 59 49.     (N) 084 12 32.     (W)   SCALED
 NF0112* NAVD 88 ORTHO HEIGHT -   238.936 (meters)      783.91  (feet) ADJUSTED
 NF0112  ______________________________________________________________________
 NF0112  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 NF0112  DYNAMIC HEIGHT  -        238.882 (meters)      783.73  (feet) COMP
 NF0112  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 NF0112
 NF0112  VERT ORDER      -  SECOND    CLASS 0
 NF0112
 NF0112.The horizontal coordinates were scaled from a map and have
 NF0112.an estimated accuracy of +/- 6 seconds.
 NF0112
 NF0112.The orthometric height was determined by differential leveling and
 NF0112.adjusted by the NATIONAL GEODETIC SURVEY
 NF0112.in June 1991.
 NF0112
 NF0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0112.GEOID18 height accuracy estimate available here.
 NF0112
 NF0112.Click photographs - Photos may exist for this station.
 NF0112
 NF0112.The dynamic height is computed by dividing the NAVD 88
 NF0112.geopotential number by the normal gravity value computed on the
 NF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0112.degrees latitude (g = 980.6199 gals.).
 NF0112
 NF0112.The modeled gravity was interpolated from observed gravity values.
 NF0112
 NF0112;                    North         East    Units  Estimated Accuracy
 NF0112;SPC MI S     -   166,290.    4,012,870.      MT  (+/- 180 meters Scaled)
 NF0112
 NF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN275642(NAD 83)
 NF0112
 NF0112                          SUPERSEDED SURVEY CONTROL
 NF0112
 NF0112  NGVD 29 (??/??/92)  239.080  (m)          784.38   (f) ADJ UNCH    2 0
 NF0112
 NF0112.Superseded values are not recommended for survey control.
 NF0112
 NF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0112.See file dsdata.pdf to determine how the superseded data were derived.
 NF0112
 NF0112_MARKER: Z = SEE DESCRIPTION
 NF0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0112_STAMPING: BM NO 80 1/2
 NF0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0112+STABILITY: SURFACE MOTION
 NF0112
 NF0112  HISTORY     - Date     Condition        Report By
 NF0112  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0112  HISTORY     - 1934     GOOD             CGS
 NF0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0112  HISTORY     - 19970623 GOOD             MIDT
 NF0112  HISTORY     - 19990408 MARK NOT FOUND   NGS
 NF0112  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0112  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0112
 NF0112                          STATION DESCRIPTION
 NF0112
 NF0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0112'2.1 MI W FROM OWOSSO.
 NF0112'2.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0112'STATION AT OWOSSO, SHIAWASSEE COUNTY, 60 YARDS SOUTH OF STATE
 NF0112'HIGHWAY 21, 45 FEET NORTH OF THE NORTH RAIL, 1.7 FEET SOUTH OF A
 NF0112'FENCE, AND 6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A BRONZE
 NF0112'PLUG, STAMPED B.M. NO. 80 1/2 AND SET IN THE TOP OF A CONCRETE
 NF0112'POST.
 NF0112
 NF0112                          STATION RECOVERY (1972)
 NF0112
 NF0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0112'MARK NOT FOUND.
 NF0112
 NF0112                          STATION RECOVERY (1997)
 NF0112
 NF0112'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (DPO)
 NF0112'ACROSS FROM THE WESTERLY ENTRANCE OF ADDRESS NO, 2170, NOW A TSC
 NF0112'STORE.
 NF0112
 NF0112                          STATION RECOVERY (1999)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RHK)
 NF0112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0112
 NF0112                          STATION RECOVERY (2001)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0112
 NF0112                          STATION RECOVERY (2001)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6795 ***********************************************************************
 AA6795  DESIGNATION -  80 145A
 AA6795  PID         -  AA6795
 AA6795  STATE/COUNTY-  MI/WAYNE
 AA6795  COUNTRY     -  US
 AA6795  USGS QUAD   -  BELLEVILLE (2017)
 AA6795
 AA6795                         *CURRENT SURVEY CONTROL
 AA6795  ______________________________________________________________________
 AA6795* NAD 83(2011) POSITION- 42 13 54.04456(N) 083 23 07.93049(W)   ADJUSTED
 AA6795* NAD 83(2011) ELLIP HT-   164.619 (meters)        (06/27/12)   ADJUSTED
 AA6795* NAD 83(2011) EPOCH   -  2010.00
 AA6795* NAVD 88 ORTHO HEIGHT -   199.0   (meters)      653.    (feet) GPS OBS
 AA6795  ______________________________________________________________________
 AA6795  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6795  GEOID HEIGHT    -         -34.31 (meters)                     GEOID93
 AA6795  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 AA6795  NAD 83(2011) X  -    544,823.043 (meters)                     COMP
 AA6795  NAD 83(2011) Y  - -4,698,379.622 (meters)                     COMP
 AA6795  NAD 83(2011) Z  -  4,264,803.610 (meters)                     COMP
 AA6795  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 AA6795
 AA6795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6795  Standards:
 AA6795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6795  -------------------------------------------------------------------
 AA6795  NETWORK    0.86   0.94           0.40   0.28   0.48     -0.03987552
 AA6795  -------------------------------------------------------------------
 AA6795  Click here for local accuracies and other accuracy information.
 AA6795
 AA6795.The horizontal coordinates were established by GPS observations
 AA6795.and adjusted by the National Geodetic Survey in June 2012.
 AA6795
 AA6795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6795.been affixed to the stable North American tectonic plate. See 
 AA6795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6795
 AA6795.The horizontal coordinates are valid at the epoch date displayed above
 AA6795.which is a decimal equivalence of Year/Month/Day.
 AA6795
 AA6795.The orthometric height was determined by GPS observations and a
 AA6795.high-resolution geoid model.
 AA6795
 AA6795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6795.GEOID18 height accuracy estimate available here.
 AA6795
 AA6795.Click photographs - Photos may exist for this station.
 AA6795
 AA6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6795
 AA6795.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6795
 AA6795.The ellipsoidal height was determined by GPS observations
 AA6795.and is referenced to NAD 83.
 AA6795
 AA6795. The following values were computed from the NAD 83(2011) position.
 AA6795
 AA6795;                    North         East     Units Scale Factor Converg.
 AA6795;SPC MI S     -    81,745.698 4,080,987.731   MT  0.99997142   +0 40 03.7
 AA6795;SPC MI S     -   268,194.55 13,389,067.36   iFT  0.99997142   +0 40 03.7
 AA6795;UTM  17      - 4,678,255.039   303,148.229   MT  1.00007682   -1 36 14.1
 AA6795
 AA6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6795!SPC MI S     -   0.99997418  x   0.99997142  =   0.99994560
 AA6795!UTM  17      -   0.99997418  x   1.00007682  =   1.00005100
 AA6795
 AA6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0314878255(NAD 83)
 AA6795
 AA6795                          SUPERSEDED SURVEY CONTROL
 AA6795
 AA6795  NAD 83(2007)-  42 13 54.04502(N)    083 23 07.93129(W) AD(2002.00) 0
 AA6795  ELLIP H (02/10/07)  164.616  (m)                       GP(2002.00)    
 AA6795  ELLIP H (07/12/02)  164.665  (m)                       GP(       ) 4 1
 AA6795  NAD 83(1994)-  42 13 54.04451(N)    083 23 07.93077(W) AD(       ) 1
 AA6795  ELLIP H (02/03/97)  164.708  (m)                       GP(       ) 4 1
 AA6795  NAD 83(1986)-  42 13 54.05217(N)    083 23 07.95697(W) AD(       ) 1
 AA6795
 AA6795.Superseded values are not recommended for survey control.
 AA6795
 AA6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6795.See file dsdata.pdf to determine how the superseded data were derived.
 AA6795
 AA6795_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6795_STAMPING: 80-145A 1960
 AA6795_MARK LOGO: MI-163
 AA6795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6795+STABILITY: SURFACE MOTION
 AA6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6795+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6795
 AA6795  HISTORY     - Date     Condition        Report By
 AA6795  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6795
 AA6795                          STATION DESCRIPTION
 AA6795
 AA6795'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6795'STATION IS LOCATED APPROXIMATELY 1.5 MILESNORTH AND 1  MILESWEST OF
 AA6795'DETROIT METRO AIRPORT ON WAYNE ROAD AT MICHELLE DRIVE. TO REACH FROM
 AA6795'THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD (EXIT 196) PROCEED
 AA6795'NORTH ON WAYNE ROAD FOR 0.25  MILESTO MICHELLE DRIVE AND THE STATION
 AA6795'IN THE SOUTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6795'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6795'A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE CONCRETE OF THE
 AA6795'SIDEWALK. CENTERLINE OF MICHELLE DRIVE IS N 0 W, 39.4 FEET,  THE
 AA6795'MONUMENT IS IN THE CENTER OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1305 ***********************************************************************
 RJ1305  DESIGNATION -  80 R C5W 213
 RJ1305  PID         -  RJ1305
 RJ1305  STATE/COUNTY-  MI/CHIPPEWA
 RJ1305  COUNTRY     -  US
 RJ1305  USGS QUAD   -  OAK RIDGE (2017)
 RJ1305
 RJ1305                         *CURRENT SURVEY CONTROL
 RJ1305  ______________________________________________________________________
 RJ1305* NAD 83(1994) POSITION- 46 17 41.42196(N) 084 13 19.60911(W)   ADJUSTED
 RJ1305* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) VERTCON3
 RJ1305  ______________________________________________________________________
 RJ1305  GEOID HEIGHT    -        -36.501 (meters)                     GEOID18
 RJ1305  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 RJ1305  HORZ ORDER      -  SECOND
 RJ1305
 RJ1305.The horizontal coordinates were established by classical geodetic methods
 RJ1305.and adjusted by the National Geodetic Survey in February 1997.
 RJ1305
 RJ1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1305
 RJ1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1305.GEOID18 height accuracy estimate available here.
 RJ1305
 RJ1305.Click photographs - Photos may exist for this station.
 RJ1305
 RJ1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1305
 RJ1305. The following values were computed from the NAD 83(1994) position.
 RJ1305
 RJ1305;                    North         East     Units Scale Factor Converg.
 RJ1305;SPC MI N     -   171,744.436 8,213,973.836   MT  0.99990285   +2 00 28.2
 RJ1305;SPC MI N     -   563,466.00 26,948,733.06   iFT  0.99990285   +2 00 28.2
 RJ1305;UTM  16      - 5,130,557.797   713,949.126   MT  1.00016271   +2 00 32.1
 RJ1305
 RJ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1305!SPC MI N     -   0.99997783  x   0.99990285  =   0.99988068
 RJ1305!UTM  16      -   0.99997783  x   1.00016271  =   1.00014054
 RJ1305
 RJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1394930557(NAD 83)
 RJ1305
 RJ1305                          SUPERSEDED SURVEY CONTROL
 RJ1305
 RJ1305  NAD 83(1986)-  46 17 41.41344(N)    084 13 19.60556(W) AD(       ) 2
 RJ1305  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1305
 RJ1305.Superseded values are not recommended for survey control.
 RJ1305
 RJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1305.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1305
 RJ1305_MARKER: DS = TRIANGULATION STATION DISK
 RJ1305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1305+WITH SETTING: INFORMATION.
 RJ1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1305
 RJ1305  HISTORY     - Date     Condition        Report By
 RJ1305  HISTORY     - 1988     MONUMENTED       USACE
 RJ1305
 RJ1305                          STATION DESCRIPTION
 RJ1305
 RJ1305'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1305'THE STATION IS LOCATED ABOUT 24.3 KM (15.1 MI) SOUTH-SOUTHEAST OF
 RJ1305'SAULT STE MARIE, 70.1 KM (18.7 MI) EAST-NORTHEAST OF RUDYARD, 41.7 KM
 RJ1305'(25.9 MI) NORTH-NORTHWEST OF DETOUR VILLAGE, ALONG THE WEST NEEBISH
 RJ1305'CHANNEL, IN PART OF LOT 5, LELIEVRE PLAT OF CHANNEL VIEW, SEC 18,
 RJ1305'T45N-R2E.  OWNERSHIP--JOHN S. AND ZETTA E. MC NAIRN
 RJ1305'
 RJ1305'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1305'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1305'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1305'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1305'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1305'DOWNRIVER FOR 10 MINUTES TO THE WEST SIDE OF THE ST MARYS RIVER WHERE
 RJ1305'THE STATION IS LOCATED.
 RJ1305'
 RJ1305'THE STATION IS A STANDARD COE DISK STAMPED---C5W-213 1988---, SET INTO
 RJ1305'A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD DRIVEN 13.7 METERS
 RJ1305'(45 FT) INTO THE GROUND, LOCATED 4.5 METERS (14.9 FT) SOUTH FROM A
 RJ1305'FLAGPOLE, AND 5.5 METERS (18 FT) WEST FROM THE WATER.
 RJ1305'
 RJ1305'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3870 ***********************************************************************
 AA3870  DESIGNATION -  80110
 AA3870  PID         -  AA3870
 AA3870  STATE/COUNTY-  MI/BERRIEN
 AA3870  COUNTRY     -  US
 AA3870  USGS QUAD   -  COLOMA (2017)
 AA3870
 AA3870                         *CURRENT SURVEY CONTROL
 AA3870  ______________________________________________________________________
 AA3870* NAD 83(2011) POSITION- 42 14 34.66132(N) 086 21 07.62108(W)   ADJUSTED
 AA3870* NAD 83(2011) ELLIP HT-   163.351 (meters)        (06/27/12)   ADJUSTED
 AA3870* NAD 83(2011) EPOCH   -  2010.00
 AA3870* NAVD 88 ORTHO HEIGHT -   197.0   (meters)      646.    (feet) GPS OBS
 AA3870  ______________________________________________________________________
 AA3870  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3870  GEOID HEIGHT    -         -33.41 (meters)                     GEOID93
 AA3870  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 AA3870  NAD 83(2011) X  -    300,881.811 (meters)                     COMP
 AA3870  NAD 83(2011) Y  - -4,719,438.089 (meters)                     COMP
 AA3870  NAD 83(2011) Z  -  4,265,730.631 (meters)                     COMP
 AA3870  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 AA3870
 AA3870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3870  Standards:
 AA3870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3870  -------------------------------------------------------------------
 AA3870  NETWORK    0.88   1.39           0.41   0.29   0.71      0.03176588
 AA3870  -------------------------------------------------------------------
 AA3870  Click here for local accuracies and other accuracy information.
 AA3870
 AA3870.The horizontal coordinates were established by GPS observations
 AA3870.and adjusted by the National Geodetic Survey in June 2012.
 AA3870
 AA3870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3870.been affixed to the stable North American tectonic plate. See 
 AA3870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3870
 AA3870.The horizontal coordinates are valid at the epoch date displayed above
 AA3870.which is a decimal equivalence of Year/Month/Day.
 AA3870
 AA3870.The orthometric height was determined by GPS observations and a
 AA3870.high-resolution geoid model.
 AA3870
 AA3870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3870.GEOID18 height accuracy estimate available here.
 AA3870
 AA3870.Click photographs - Photos may exist for this station.
 AA3870
 AA3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3870
 AA3870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3870
 AA3870.The ellipsoidal height was determined by GPS observations
 AA3870.and is referenced to NAD 83.
 AA3870
 AA3870. The following values were computed from the NAD 83(2011) position.
 AA3870
 AA3870;                    North         East     Units Scale Factor Converg.
 AA3870;SPC MI S     -    84,459.035 3,836,151.388   MT  0.99996922   -1 21 04.2
 AA3870;SPC MI S     -   277,096.57 12,585,798.52   iFT  0.99996922   -1 21 04.2
 AA3870;UTM  16      - 4,676,955.704   553,451.652   MT  0.99963515   +0 26 08.0
 AA3870
 AA3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3870!SPC MI S     -   0.99997438  x   0.99996922  =   0.99994360
 AA3870!UTM  16      -   0.99997438  x   0.99963515  =   0.99960954
 AA3870
 AA3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5345176955(NAD 83)
 AA3870
 AA3870                          SUPERSEDED SURVEY CONTROL
 AA3870
 AA3870  NAD 83(2007)-  42 14 34.66178(N)    086 21 07.62155(W) AD(2002.00) 0
 AA3870  ELLIP H (02/10/07)  163.378  (m)                       GP(2002.00)    
 AA3870  ELLIP H (07/17/02)  163.391  (m)                       GP(       ) 4 1
 AA3870  NAD 83(1994)-  42 14 34.66115(N)    086 21 07.62155(W) AD(       ) 1
 AA3870  ELLIP H (02/03/97)  163.414  (m)                       GP(       ) 4 1
 AA3870  NAD 83(1991)-  42 14 34.66255(N)    086 21 07.63182(W) AD(       ) 1
 AA3870
 AA3870.Superseded values are not recommended for survey control.
 AA3870
 AA3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3870.See file dsdata.pdf to determine how the superseded data were derived.
 AA3870
 AA3870_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3870_STAMPING: 80110 1980
 AA3870_MARK LOGO: MIDT
 AA3870_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3870+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AA3870
 AA3870  HISTORY     - Date     Condition        Report By
 AA3870  HISTORY     - 1980     MONUMENTED       MIDT
 AA3870  HISTORY     - 1980     GOOD             MIDT
 AA3870  HISTORY     - 20020915 GOOD             INDIV
 AA3870  HISTORY     - 20050915 GOOD             INDIV
 AA3870
 AA3870                          STATION DESCRIPTION
 AA3870
 AA3870'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (ELM)
 AA3870'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 AA3870'SECTION 36, T-2-S, R-18-W, COVERT TOWNSHIP AND ON THE COLOMA
 AA3870'QUADRANGLE MAP.  IT IS ABOUT 11-3/4 MILES SOUTH FROM SOUTH HAVEN,
 AA3870'9-3/4 MILES WEST-NORTHWEST FROM HARTFORD, 4-1/2 MILES NORTHWEST FROM
 AA3870'COLOMA IN THE MEDIAN OF INTERSTATE HIGHWAY I-196/UNITED STATES HIGHWAY
 AA3870'US-31 AT ABOUT THE BERRIEN/VAN BUREN COUNTY LINE. TO REACH THE STATION
 AA3870'FROM THE INTERCHANGE OF I-196/US-31 AND STATE HIGHWAY M-63,  EXIT 7
 AA3870'ABOUT 4-1/2 MILES NORTHWEST FROM COLOMA, GO NORTH ON I-196/US-31 FOR
 AA3870'1.2 MI (1.9 KM) TO APPROXIMATE COUNTY LINE AND STATION ON LEFT IN
 AA3870'MEDIAN. STATION IS FLUSH WITH GROUND.  IT IS 48.8 FT (14.9 M) EAST
 AA3870'FROM CENTERLINE OF SOUTHBOUND ROADWAY, 46.3 FT (14.1 M) WEST FROM
 AA3870'CENTERLINE OF NORTHBOUND ROADWAY, 1.9 FT (0.6 M) EAST FROM METAL
 AA3870'WITNESS POST AND 1.7 FT (0.5 M) WEST FROM METAL WITNESS POST WIOTH
 AA3870'SIGN.
 AA3870
 AA3870                          STATION RECOVERY (1980)
 AA3870
 AA3870'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA3870'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3870'LOCATED IN THE SOUTHWEST 1/4 SECTION 36, T-2-S, R-18-W, COVERT
 AA3870'TOWNSHIP.  ABOUT 7.0 MILES NORTHWEST FROM WATERVLIET, 5.0 MILES
 AA3870'NORTHWEST FROM COLOMA, AND 4.0 MILES NORTH FROM HAGAR. TO REACH FROM
 AA3870'THE BRIDGE CARRYING INTERSTATE HIGHWAY 196 OVER INTERSTATE HIGHWAY 94,
 AA3870'NORTHEAST FROM BENTON HARBOR, GO NORTH ALONG INTERSTATE HIGHWAY 196
 AA3870'FOR 6.9 MILES TO INTERCHANGE BRIDGE AT HAGAR SHORE ROAD. CONTINUE
 AA3870'NORTH ALONG INTERSTATE HIGHWAY 196 FOR 1.2 MILES TO THE VAN BUREN
 AA3870'COUNTY LINE AND THE STATION IN THE INTERSTATE HIGHWAY 196 MEDIAN, ON
 AA3870'THE LEFT AS DESCRIBED. STATION IS 126 FEET NORTH FROM THE FIRST GUARD
 AA3870'RAIL POST ALONG NORTHBOUND INTERSTATE HIGHWAY 196, 74 FEET NORTHWEST
 AA3870'FROM THE WESTERLY POST OF SIGN, VAN BUREN COUNTY, 48 FEET SOUTHEAST
 AA3870'FROM CENTER OF PAVEMENT FOR SOUTHBOUND INTERSTATE HIGHWAY 196, 47 FEET
 AA3870'NORTHWEST FROM CENTER OF PAVEMENT FOR NORTHBOUND INTERSTATE HIGHWAY
 AA3870'196, AND 2.0 FEET SOUTHEAST FROM METAL WITNESS POST WITH SIGN.
 AA3870
 AA3870                          STATION RECOVERY (2002)
 AA3870
 AA3870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA3870'STATION DESIGNATION  80110
 AA3870
 AA3870                          STATION RECOVERY (2005)
 AA3870
 AA3870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SL)
 AA3870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3871 ***********************************************************************
 AA3871  DESIGNATION -  80200
 AA3871  PID         -  AA3871
 AA3871  STATE/COUNTY-  MI/VAN BUREN
 AA3871  COUNTRY     -  US
 AA3871  USGS QUAD   -  COVERT (2017)
 AA3871
 AA3871                         *CURRENT SURVEY CONTROL
 AA3871  ______________________________________________________________________
 AA3871* NAD 83(2011) POSITION- 42 15 10.13736(N) 086 20 17.31912(W)   ADJUSTED
 AA3871* NAD 83(2011) ELLIP HT-   157.161 (meters)        (06/27/12)   ADJUSTED
 AA3871* NAD 83(2011) EPOCH   -  2010.00
 AA3871* NAVD 88 ORTHO HEIGHT -   190.8   (meters)      626.    (feet) GPS OBS
 AA3871  ______________________________________________________________________
 AA3871  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3871  GEOID HEIGHT    -         -33.39 (meters)                     GEOID93
 AA3871  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 AA3871  NAD 83(2011) X  -    301,985.437 (meters)                     COMP
 AA3871  NAD 83(2011) Y  - -4,718,625.531 (meters)                     COMP
 AA3871  NAD 83(2011) Z  -  4,266,536.770 (meters)                     COMP
 AA3871  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 AA3871
 AA3871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3871  Standards:
 AA3871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3871  -------------------------------------------------------------------
 AA3871  NETWORK    0.87   1.37           0.40   0.29   0.70      0.03504219
 AA3871  -------------------------------------------------------------------
 AA3871  Click here for local accuracies and other accuracy information.
 AA3871
 AA3871.The horizontal coordinates were established by GPS observations
 AA3871.and adjusted by the National Geodetic Survey in June 2012.
 AA3871
 AA3871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3871.been affixed to the stable North American tectonic plate. See 
 AA3871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3871
 AA3871.The horizontal coordinates are valid at the epoch date displayed above
 AA3871.which is a decimal equivalence of Year/Month/Day.
 AA3871
 AA3871.The orthometric height was determined by GPS observations and a
 AA3871.high-resolution geoid model.
 AA3871
 AA3871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3871.GEOID18 height accuracy estimate available here.
 AA3871
 AA3871.Click photographs - Photos may exist for this station.
 AA3871
 AA3871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3871
 AA3871.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3871
 AA3871.The ellipsoidal height was determined by GPS observations
 AA3871.and is referenced to NAD 83.
 AA3871
 AA3871. The following values were computed from the NAD 83(2011) position.
 AA3871
 AA3871;                    North         East     Units Scale Factor Converg.
 AA3871;SPC MI S     -    85,526.218 3,837,329.903   MT  0.99996732   -1 20 29.9
 AA3871;SPC MI S     -   280,597.83 12,589,665.04   iFT  0.99996732   -1 20 29.9
 AA3871;UTM  16      - 4,678,058.745   554,595.940   MT  0.99963667   +0 26 42.2
 AA3871
 AA3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3871!SPC MI S     -   0.99997535  x   0.99996732  =   0.99994267
 AA3871!UTM  16      -   0.99997535  x   0.99963667  =   0.99961203
 AA3871
 AA3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5459578058(NAD 83)
 AA3871
 AA3871                          SUPERSEDED SURVEY CONTROL
 AA3871
 AA3871  NAD 83(2007)-  42 15 10.13781(N)    086 20 17.31960(W) AD(2002.00) 0
 AA3871  ELLIP H (02/10/07)  157.188  (m)                       GP(2002.00)    
 AA3871  ELLIP H (07/17/02)  157.201  (m)                       GP(       ) 4 1
 AA3871  NAD 83(1994)-  42 15 10.13719(N)    086 20 17.31961(W) AD(       ) 1
 AA3871  ELLIP H (02/03/97)  157.224  (m)                       GP(       ) 4 1
 AA3871  NAD 83(1991)-  42 15 10.13856(N)    086 20 17.32992(W) AD(       ) 1
 AA3871
 AA3871.Superseded values are not recommended for survey control.
 AA3871
 AA3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3871.See file dsdata.pdf to determine how the superseded data were derived.
 AA3871
 AA3871_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3871_STAMPING: 80200 1991
 AA3871_MARK LOGO: MIDT
 AA3871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3871+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 AA3871
 AA3871  HISTORY     - Date     Condition        Report By
 AA3871  HISTORY     - 1991     MONUMENTED       MIDT
 AA3871  HISTORY     - 19930929 GOOD             MIDT
 AA3871  HISTORY     - 20050915 GOOD             INDIV
 AA3871  HISTORY     - 20201201 GOOD             MIDT
 AA3871
 AA3871                          STATION DESCRIPTION
 AA3871
 AA3871'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3871'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE NORTHWEST 1/4,
 AA3871'SECTION 31, T-2-S, R-17-W, COVERT TOWNSHIP AND ON THE COVERT
 AA3871'QUADRANGLE MAP.  IT IS ABOUT 11-1/2 MILES NORTH-NORTHEAST FROM BENTON
 AA3871'HARBOR, 10-3/4 MILES SOUTH-SOUTHWEST FROM SOUTH HAVEN, 5.0 MILES (8.0
 AA3871'KM) NORTHWEST FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-196/UNITED
 AA3871'STATES HIGHWAY US-31 RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF
 AA3871'I-196/US-31 AND STATE HIGHWAY M-63, EXIT 7 ABOUT 4-1/2 MILES NORTHWEST
 AA3871'FROM COLOMA, GO NORTH ON I-196/US-31 FOR 2.2 MILES (3.5 KM) TO STATION
 AA3871'ON RIGHT. STATION IS FLUSH WITH GROUND.  IT IS 72.0 FT (21.9 M) EAST
 AA3871'FROM CENTERLINE NORTHBOUND ROADWAY, 66.6 FT (20.3 M) WEST FROM
 AA3871'CENTERLINE SERICE ROAD, 31.4 FT (9.6 M) WEST FROM EAST RIGHT-OF-WAY
 AA3871'FENCE FOR I-196/US-31 AND 2.0 FT (0.6 M) WEST FROM METAL WITNESS POST
 AA3871'WITH SIGN.
 AA3871
 AA3871                          STATION RECOVERY (1993)
 AA3871
 AA3871'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3871'RECOVERED AS DESCRIBED.
 AA3871
 AA3871                          STATION RECOVERY (2005)
 AA3871
 AA3871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SL)
 AA3871'RECOVERED IN GOOD CONDITION.
 AA3871
 AA3871                          STATION RECOVERY (2020)
 AA3871
 AA3871'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AA3871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3872 ***********************************************************************
 AA3872  DESIGNATION -  80201
 AA3872  PID         -  AA3872
 AA3872  STATE/COUNTY-  MI/VAN BUREN
 AA3872  COUNTRY     -  US
 AA3872  USGS QUAD   -  HARTFORD (2017)
 AA3872
 AA3872                         *CURRENT SURVEY CONTROL
 AA3872  ______________________________________________________________________
 AA3872* NAD 83(2011) POSITION- 42 11 38.23697(N) 086 08 32.47332(W)   ADJUSTED
 AA3872* NAD 83(2011) ELLIP HT-   173.806 (meters)        (06/27/12)   ADJUSTED
 AA3872* NAD 83(2011) EPOCH   -  2010.00
 AA3872* NAVD 88 ORTHO HEIGHT -   207.2   (meters)      680.    (feet) GPS OBS
 AA3872  ______________________________________________________________________
 AA3872  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3872  GEOID HEIGHT    -         -33.13 (meters)                     GEOID93
 AA3872  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 AA3872  NAD 83(2011) X  -    318,404.519 (meters)                     COMP
 AA3872  NAD 83(2011) Y  - -4,721,962.295 (meters)                     COMP
 AA3872  NAD 83(2011) Z  -  4,261,706.121 (meters)                     COMP
 AA3872  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 AA3872
 AA3872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3872  Standards:
 AA3872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3872  -------------------------------------------------------------------
 AA3872  NETWORK   14.84   7.02           3.13   7.14   3.58      0.69048924
 AA3872  -------------------------------------------------------------------
 AA3872  Click here for local accuracies and other accuracy information.
 AA3872
 AA3872.The horizontal coordinates were established by GPS observations
 AA3872.and adjusted by the National Geodetic Survey in June 2012.
 AA3872
 AA3872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3872.been affixed to the stable North American tectonic plate. See 
 AA3872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3872
 AA3872.The horizontal coordinates are valid at the epoch date displayed above
 AA3872.which is a decimal equivalence of Year/Month/Day.
 AA3872
 AA3872.The orthometric height was determined by GPS observations and a
 AA3872.high-resolution geoid model.
 AA3872
 AA3872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3872.GEOID18 height accuracy estimate available here.
 AA3872
 AA3872.Click photographs - Photos may exist for this station.
 AA3872
 AA3872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3872
 AA3872.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3872
 AA3872.The ellipsoidal height was determined by GPS observations
 AA3872.and is referenced to NAD 83.
 AA3872
 AA3872. The following values were computed from the NAD 83(2011) position.
 AA3872
 AA3872;                    North         East     Units Scale Factor Converg.
 AA3872;SPC MI S     -    78,630.176 3,853,344.515   MT  0.99997908   -1 12 30.3
 AA3872;SPC MI S     -   257,973.02 12,642,206.41   iFT  0.99997908   -1 12 30.3
 AA3872;UTM  16      - 4,671,667.135   570,812.390   MT  0.99966170   +0 34 33.8
 AA3872
 AA3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3872!SPC MI S     -   0.99997274  x   0.99997908  =   0.99995182
 AA3872!UTM  16      -   0.99997274  x   0.99966170  =   0.99963445
 AA3872
 AA3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7081271667(NAD 83)
 AA3872
 AA3872                          SUPERSEDED SURVEY CONTROL
 AA3872
 AA3872  NAD 83(2007)-  42 11 38.23731(N)    086 08 32.47415(W) AD(2002.00) 0
 AA3872  ELLIP H (02/10/07)  173.838  (m)                       GP(2002.00)    
 AA3872  ELLIP H (07/17/02)  173.816  (m)                       GP(       ) 4 1
 AA3872  NAD 83(1994)-  42 11 38.23725(N)    086 08 32.47273(W) AD(       ) 1
 AA3872  ELLIP H (02/03/97)  173.839  (m)                       GP(       ) 4 1
 AA3872  NAD 83(1991)-  42 11 38.23847(N)    086 08 32.48360(W) AD(       ) 1
 AA3872
 AA3872.Superseded values are not recommended for survey control.
 AA3872
 AA3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3872.See file dsdata.pdf to determine how the superseded data were derived.
 AA3872
 AA3872_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3872_STAMPING: 80201 1991
 AA3872_MARK LOGO: MIDT
 AA3872_PROJECTION: RECESSED 10 CENTIMETERS
 AA3872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3872+STABILITY: SURFACE MOTION
 AA3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3872+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2020
 AA3872
 AA3872  HISTORY     - Date     Condition        Report By
 AA3872  HISTORY     - 1991     MONUMENTED       MIDT
 AA3872  HISTORY     - 20020915 GOOD             INDIV
 AA3872  HISTORY     - 20180829 GOOD             INDIV
 AA3872  HISTORY     - 20201203 GOOD             MIDT
 AA3872
 AA3872                          STATION DESCRIPTION
 AA3872
 AA3872'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3872'STATION IS LOCATED IN QUAD 420861.  IT IS IN THE NORTHWEST 1/4,
 AA3872'SECTION 23, T-3-S, R-16-W, HARTFORD TOWNSHIP AND ON THE HARTFORD
 AA3872'QUADRANGLE MAP.  IT IS ABOUT 10-1/4 MILES NORTHWEST FROM DECATUR,
 AA3872'4-3/4 MILES SOUTHWEST FROM LAWRENCE, 1-1/2 MILES SOUTHEAST FROM
 AA3872'HARTFORD AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3872'FROM THE INTERSTATE HIGHWAY I-94 AND 52ND AVENUE INTERCHANGE, EXIT 52
 AA3872'ABOUT 1 MILE (1.6 KM) SOUTH FROM LAWRENCE, GO WEST ON I-94 FOR 4.8 MI
 AA3872'(7.7 KM) TO STATION ON RIGHT ABOUT 240 FEET (73.2 M) WEST OF HARTFORD
 AA3872'1 MILE (1.6 KM) EXIT 46A SIGN. STATION IS RECESSED 10CM BELOW THE
 AA3872'GROUND.  IT IS 144.5 FT (44.0 M) EAST FROM MILE MARKER 47, 50.6 FT
 AA3872'(15.4 M) SOUTH FROM RIGHT-OF-WAY FENCE, 43.7 FT (13.3 M) NORTH FROM
 AA3872'CENTERLINE OF WESTBOUND ROADWAY AND 1.7 FT (0.5 M) NORTH FROM METAL
 AA3872'WITNESS POST WITH SIGN.
 AA3872
 AA3872                          STATION RECOVERY (2002)
 AA3872
 AA3872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA3872'STATION DESIGNATION  80201
 AA3872
 AA3872                          STATION RECOVERY (2018)
 AA3872
 AA3872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (CE)
 AA3872'RECOVERED IN GOOD CONDITION.
 AA3872
 AA3872                          STATION RECOVERY (2020)
 AA3872
 AA3872'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 AA3872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3873 ***********************************************************************
 AA3873  DESIGNATION -  80202
 AA3873  PID         -  AA3873
 AA3873  STATE/COUNTY-  MI/VAN BUREN
 AA3873  COUNTRY     -  US
 AA3873  USGS QUAD   -  LAWRENCE (2017)
 AA3873
 AA3873                         *CURRENT SURVEY CONTROL
 AA3873  ______________________________________________________________________
 AA3873* NAD 83(2011) POSITION- 42 11 35.90278(N) 086 07 04.02075(W)   ADJUSTED
 AA3873* NAD 83(2011) ELLIP HT-   201.846 (meters)        (06/27/12)   ADJUSTED
 AA3873* NAD 83(2011) EPOCH   -  2010.00
 AA3873* NAVD 88 ORTHO HEIGHT -   235.2   (meters)      772.    (feet) GPS OBS
 AA3873  ______________________________________________________________________
 AA3873  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3873  GEOID HEIGHT    -         -33.09 (meters)                     GEOID93
 AA3873  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 AA3873  NAD 83(2011) X  -    320,434.091 (meters)                     COMP
 AA3873  NAD 83(2011) Y  - -4,721,894.308 (meters)                     COMP
 AA3873  NAD 83(2011) Z  -  4,261,671.593 (meters)                     COMP
 AA3873  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 AA3873
 AA3873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3873  Standards:
 AA3873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3873  -------------------------------------------------------------------
 AA3873  NETWORK    6.04   5.29           2.46   2.37   2.70      0.38827754
 AA3873  -------------------------------------------------------------------
 AA3873  Click here for local accuracies and other accuracy information.
 AA3873
 AA3873.The horizontal coordinates were established by GPS observations
 AA3873.and adjusted by the National Geodetic Survey in June 2012.
 AA3873
 AA3873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3873.been affixed to the stable North American tectonic plate. See 
 AA3873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3873
 AA3873.The horizontal coordinates are valid at the epoch date displayed above
 AA3873.which is a decimal equivalence of Year/Month/Day.
 AA3873
 AA3873.The orthometric height was determined by GPS observations and a
 AA3873.high-resolution geoid model.
 AA3873
 AA3873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3873.GEOID18 height accuracy estimate available here.
 AA3873
 AA3873.Click photographs - Photos may exist for this station.
 AA3873
 AA3873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3873
 AA3873.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3873
 AA3873.The ellipsoidal height was determined by GPS observations
 AA3873.and is referenced to NAD 83.
 AA3873
 AA3873. The following values were computed from the NAD 83(2011) position.
 AA3873
 AA3873;                    North         East     Units Scale Factor Converg.
 AA3873;SPC MI S     -    78,515.669 3,855,371.993   MT  0.99997921   -1 11 30.1
 AA3873;SPC MI S     -   257,597.34 12,648,858.24   iFT  0.99997921   -1 11 30.1
 AA3873;UTM  16      - 4,671,615.832   572,841.809   MT  0.99966528   +0 35 33.2
 AA3873
 AA3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3873!SPC MI S     -   0.99996834  x   0.99997921  =   0.99994755
 AA3873!UTM  16      -   0.99996834  x   0.99966528  =   0.99963363
 AA3873
 AA3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7284171615(NAD 83)
 AA3873
 AA3873                          SUPERSEDED SURVEY CONTROL
 AA3873
 AA3873  NAD 83(2007)-  42 11 35.90321(N)    086 07 04.02124(W) AD(2002.00) 0
 AA3873  ELLIP H (02/10/07)  201.875  (m)                       GP(2002.00)    
 AA3873  ELLIP H (07/17/02)  201.860  (m)                       GP(       ) 4 1
 AA3873  NAD 83(1994)-  42 11 35.90307(N)    086 07 04.02074(W) AD(       ) 1
 AA3873  ELLIP H (02/03/97)  201.882  (m)                       GP(       ) 4 1
 AA3873  NAD 83(1991)-  42 11 35.90436(N)    086 07 04.03110(W) AD(       ) 1
 AA3873
 AA3873.Superseded values are not recommended for survey control.
 AA3873
 AA3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3873.See file dsdata.pdf to determine how the superseded data were derived.
 AA3873
 AA3873_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3873_STAMPING: 80202 1991
 AA3873_MARK LOGO: MIDT
 AA3873_PROJECTION: FLUSH
 AA3873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3873+STABILITY: SURFACE MOTION
 AA3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3873+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 AA3873
 AA3873  HISTORY     - Date     Condition        Report By
 AA3873  HISTORY     - 1991     MONUMENTED       MIDT
 AA3873  HISTORY     - 20180829 GOOD             INDIV
 AA3873  HISTORY     - 20230228 GOOD             MIDT
 AA3873
 AA3873                          STATION DESCRIPTION
 AA3873
 AA3873'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3873'STATION IS LOCATED IN QUAD 420861.  IT IS IN THE NORTHWEST 1/4,
 AA3873'SECTION 24, T-3-S, R-16-W, HARTFORD TOWNSHIP AND ON THE LAWRENCE
 AA3873'QUADRANGLE MAP.  IT IS ABOUT 9-1/2 MILES NORTHWEST FROM DECATUR, 4
 AA3873'MILLES WEST-SOUTHWEST FROM LAWRENCE, 2-3/4 MILES EAST-SOUTHEAST FROM
 AA3873'HARTFORD AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3873'FROM THE INTERSTATE HIGHWAY I-94 AND 52ND AVENUE, EXIT 52 ABOUT 1 MILE
 AA3873'(1.6 KM) SOUTH FROM LAWERENCE, GO WEST ON I-94 FOR 5.4 MI (8.7 KM) TO
 AA3873'MEDIAN CROSSOVER, TURN INTO CROSSOVER AND RETURN EAST ON I-94 FOR 1.9
 AA3873'MILES (3.1 KM) TO STATION ON RIGHT AT TOP OF BANK. STATION IS SET
 AA3873'FLUSH WITH GROUND.  IT IS 64.5 FT (19.7 M) SOUTH FROM CENTERLINE OF
 AA3873'EASTBOUND ROADWAY, 35.8 FT (10.9 M) NORTH FROM RIGHT-OF-WAY FENCE, 3.0
 AA3873'FT (0.9 M) SOUTH FROM TOP OF BANK AND 2.5 FT (0.8 M) WEST FROM METAL
 AA3873'WITNESS POST WITH SIGN.
 AA3873
 AA3873                          STATION RECOVERY (2018)
 AA3873
 AA3873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (CE)
 AA3873'RECOVERED IN GOOD CONDITION.
 AA3873
 AA3873                          STATION RECOVERY (2023)
 AA3873
 AA3873'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3874 ***********************************************************************
 AA3874  DESIGNATION -  80203
 AA3874  PID         -  AA3874
 AA3874  STATE/COUNTY-  MI/VAN BUREN
 AA3874  COUNTRY     -  US
 AA3874  USGS QUAD   -  COVERT (2017)
 AA3874
 AA3874                         *CURRENT SURVEY CONTROL
 AA3874  ______________________________________________________________________
 AA3874* NAD 83(2011) POSITION- 42 18 06.66371(N) 086 18 30.91410(W)   ADJUSTED
 AA3874* NAD 83(2011) ELLIP HT-   162.138 (meters)        (06/27/12)   ADJUSTED
 AA3874* NAD 83(2011) EPOCH   -  2010.00
 AA3874* NAVD 88 ORTHO HEIGHT -   195.7   (meters)      642.    (feet) GPS OBS
 AA3874  ______________________________________________________________________
 AA3874  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3874  GEOID HEIGHT    -         -33.32 (meters)                     GEOID93
 AA3874  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 AA3874  NAD 83(2011) X  -    304,183.900 (meters)                     COMP
 AA3874  NAD 83(2011) Y  - -4,714,816.166 (meters)                     COMP
 AA3874  NAD 83(2011) Z  -  4,270,570.257 (meters)                     COMP
 AA3874  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 AA3874
 AA3874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3874  Standards:
 AA3874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3874  -------------------------------------------------------------------
 AA3874  NETWORK    0.91   1.51           0.42   0.30   0.77      0.07371292
 AA3874  -------------------------------------------------------------------
 AA3874  Click here for local accuracies and other accuracy information.
 AA3874
 AA3874.The horizontal coordinates were established by GPS observations
 AA3874.and adjusted by the National Geodetic Survey in June 2012.
 AA3874
 AA3874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3874.been affixed to the stable North American tectonic plate. See 
 AA3874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3874
 AA3874.The horizontal coordinates are valid at the epoch date displayed above
 AA3874.which is a decimal equivalence of Year/Month/Day.
 AA3874
 AA3874.The orthometric height was determined by GPS observations and a
 AA3874.high-resolution geoid model.
 AA3874
 AA3874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3874.GEOID18 height accuracy estimate available here.
 AA3874
 AA3874.Click photographs - Photos may exist for this station.
 AA3874
 AA3874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3874
 AA3874.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3874
 AA3874.The ellipsoidal height was determined by GPS observations
 AA3874.and is referenced to NAD 83.
 AA3874
 AA3874. The following values were computed from the NAD 83(2011) position.
 AA3874
 AA3874;                    North         East     Units Scale Factor Converg.
 AA3874;SPC MI S     -    90,914.641 3,839,893.877   MT  0.99995832   -1 19 17.5
 AA3874;SPC MI S     -   298,276.38 12,598,077.02   iFT  0.99995832   -1 19 17.5
 AA3874;UTM  16      - 4,683,522.720   556,989.878   MT  0.99963996   +0 27 55.3
 AA3874
 AA3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3874!SPC MI S     -   0.99997457  x   0.99995832  =   0.99993289
 AA3874!UTM  16      -   0.99997457  x   0.99963996  =   0.99961454
 AA3874
 AA3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5698983522(NAD 83)
 AA3874
 AA3874                          SUPERSEDED SURVEY CONTROL
 AA3874
 AA3874  NAD 83(2007)-  42 18 06.66408(N)    086 18 30.91465(W) AD(2002.00) 0
 AA3874  ELLIP H (02/10/07)  162.165  (m)                       GP(2002.00)    
 AA3874  ELLIP H (07/17/02)  162.182  (m)                       GP(       ) 4 1
 AA3874  NAD 83(1994)-  42 18 06.66362(N)    086 18 30.91491(W) AD(       ) 1
 AA3874  ELLIP H (02/03/97)  162.202  (m)                       GP(       ) 4 1
 AA3874  NAD 83(1991)-  42 18 06.66481(N)    086 18 30.92547(W) AD(       ) 1
 AA3874
 AA3874.Superseded values are not recommended for survey control.
 AA3874
 AA3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3874.See file dsdata.pdf to determine how the superseded data were derived.
 AA3874
 AA3874_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3874_STAMPING: 80203 1993
 AA3874_MARK LOGO: MIDT
 AA3874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3874+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2023
 AA3874
 AA3874  HISTORY     - Date     Condition        Report By
 AA3874  HISTORY     - 1993     MONUMENTED       MIDT
 AA3874  HISTORY     - 20080426 GOOD             JCLS
 AA3874  HISTORY     - 20230221 GOOD             MIDT
 AA3874
 AA3874                          STATION DESCRIPTION
 AA3874
 AA3874'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3874'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE MAP. IT IS
 AA3874'IN THE SOUTHEAST 1/4 OF SECTION 8, T-2-S, R-17-W, COVERT TOWNSHIP.
 AA3874'ABOUT 10 MILES WEST FROM BANGOR, 7.5 MILES SOUTH FROM SOUTH HAVEN AND
 AA3874'2.5 MILES NORTHWEST FROM COVERT. TO REACH FROM POST OFFICE IN COVERT.
 AA3874'GO NORTH ALONG STATE HIGHWAY M-140 FOR .45 MILES TO COUNTY ROAD 378
 AA3874'(32ND AVENUE). GO WEST ALONG COUNTY ROAD 378 FOR 2.35 MILES TO THE
 AA3874'BRIDGE CARRYING INTERSTATE HIGHWAY 196 OVER COUNTY ROAD 378, AND THE
 AA3874'STATION ON THE RIGHT AS DESCRIBED.  STATION IS IN INTERSTATE HIGHWAY
 AA3874'196 MEDIAN, JUST NORTH OF THE NORTH BRIDGE ABUTMENT. STATION IS 57
 AA3874'FEET EAST FROM CENTER OF CONCRETE OF SOUTH BOUND INTERSTATE HIGHWAY
 AA3874'196, 31 FEET WEST FROM CENTER OF CONCRETE OF NORTHBOUND INTERSTATE
 AA3874'HIGHWAY 196, 13.4 FEET NORTHWEST FROM THE NORTHWEST CORNER OF BRIDGE
 AA3874'FOR NORTHBOUND INTERSTATE HIGHWAY 196, 11.8 FEET NORTH FROM THE NORTH
 AA3874'ABUTMENT WALL, AND 9.0 FEET SOUTH FROM METAL WITNESS POST WITH SIGN.
 AA3874
 AA3874                          STATION RECOVERY (2008)
 AA3874
 AA3874'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AA3874'RECOVERED IN GOOD CONDITION.
 AA3874
 AA3874                          STATION RECOVERY (2023)
 AA3874
 AA3874'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3875 ***********************************************************************
 AA3875  DESIGNATION -  80204
 AA3875  PID         -  AA3875
 AA3875  STATE/COUNTY-  MI/VAN BUREN
 AA3875  COUNTRY     -  US
 AA3875  USGS QUAD   -  COVERT (2017)
 AA3875
 AA3875                         *CURRENT SURVEY CONTROL
 AA3875  ______________________________________________________________________
 AA3875* NAD 83(2011) POSITION- 42 19 11.67555(N) 086 17 55.84616(W)   ADJUSTED
 AA3875* NAD 83(2011) ELLIP HT-   152.915 (meters)        (06/27/12)   ADJUSTED
 AA3875* NAD 83(2011) EPOCH   -  2010.00
 AA3875* NAVD 88 ORTHO HEIGHT -   186.5   (meters)      612.    (feet) GPS OBS
 AA3875  ______________________________________________________________________
 AA3875  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3875  GEOID HEIGHT    -         -33.30 (meters)                     GEOID93
 AA3875  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 AA3875  NAD 83(2011) X  -    304,897.872 (meters)                     COMP
 AA3875  NAD 83(2011) Y  - -4,713,410.038 (meters)                     COMP
 AA3875  NAD 83(2011) Z  -  4,272,047.503 (meters)                     COMP
 AA3875  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 AA3875
 AA3875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3875  Standards:
 AA3875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3875  -------------------------------------------------------------------
 AA3875  NETWORK    0.95   1.57           0.44   0.32   0.80      0.05894747
 AA3875  -------------------------------------------------------------------
 AA3875  Click here for local accuracies and other accuracy information.
 AA3875
 AA3875.The horizontal coordinates were established by GPS observations
 AA3875.and adjusted by the National Geodetic Survey in June 2012.
 AA3875
 AA3875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3875.been affixed to the stable North American tectonic plate. See 
 AA3875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3875
 AA3875.The horizontal coordinates are valid at the epoch date displayed above
 AA3875.which is a decimal equivalence of Year/Month/Day.
 AA3875
 AA3875.The orthometric height was determined by GPS observations and a
 AA3875.high-resolution geoid model.
 AA3875
 AA3875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3875.GEOID18 height accuracy estimate available here.
 AA3875
 AA3875.Click photographs - Photos may exist for this station.
 AA3875
 AA3875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3875
 AA3875.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3875
 AA3875.The ellipsoidal height was determined by GPS observations
 AA3875.and is referenced to NAD 83.
 AA3875
 AA3875. The following values were computed from the NAD 83(2011) position.
 AA3875
 AA3875;                    North         East     Units Scale Factor Converg.
 AA3875;SPC MI S     -    92,901.512 3,840,742.893   MT  0.99995519   -1 18 53.7
 AA3875;SPC MI S     -   304,794.99 12,600,862.51   iFT  0.99995519   -1 18 53.7
 AA3875;UTM  16      - 4,685,534.464   557,776.275   MT  0.99964107   +0 28 19.5
 AA3875
 AA3875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3875!SPC MI S     -   0.99997602  x   0.99995519  =   0.99993121
 AA3875!UTM  16      -   0.99997602  x   0.99964107  =   0.99961710
 AA3875
 AA3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5777685534(NAD 83)
 AA3875
 AA3875                          SUPERSEDED SURVEY CONTROL
 AA3875
 AA3875  NAD 83(2007)-  42 19 11.67591(N)    086 17 55.84674(W) AD(2002.00) 0
 AA3875  ELLIP H (02/10/07)  152.941  (m)                       GP(2002.00)    
 AA3875  ELLIP H (07/17/02)  152.956  (m)                       GP(       ) 4 1
 AA3875  NAD 83(1994)-  42 19 11.67550(N)    086 17 55.84711(W) AD(       ) 1
 AA3875  ELLIP H (02/03/97)  152.975  (m)                       GP(       ) 4 1
 AA3875  NAD 83(1991)-  42 19 11.67668(N)    086 17 55.85775(W) AD(       ) 1
 AA3875
 AA3875.Superseded values are not recommended for survey control.
 AA3875
 AA3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3875.See file dsdata.pdf to determine how the superseded data were derived.
 AA3875
 AA3875_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3875_STAMPING: 80204 1993
 AA3875_MARK LOGO: MIDT
 AA3875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3875+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AA3875
 AA3875  HISTORY     - Date     Condition        Report By
 AA3875  HISTORY     - 1993     MONUMENTED       MIDT
 AA3875  HISTORY     - 20040701 GOOD             INDIV
 AA3875  HISTORY     - 20230213 GOOD             MIDT
 AA3875
 AA3875                          STATION DESCRIPTION
 AA3875
 AA3875'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3875'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE. IT IS IN
 AA3875'THE SOUTHWEST 1/4 OF SECTION 4, T-2-S, R-17-W, COVERT TOWNSHIP. ABOUT
 AA3875'10 MILES WEST FROM BANGOR, 6.5 MILES SOUTH FROM SOUTH HAVEN AND 2.5
 AA3875'MILES NORTHWEST FROM COVERT. TO REACH FROM THE POST OFFICE IN COVERT,
 AA3875'GO NORTH ALONG STATE HIGHWAY M-140 FOR 0.45 MILE TO COUNTY ROAD 378
 AA3875'(32ND AVENUE). GO WEST ALONG COUNTY ROAD 378 (32ND AVENUE) FOR 2.25
 AA3875'MILES TO NORTHBOUND INTERSTATE HIGHWAY 196 ON RAMP. GO NORTH ALONG
 AA3875'INTERSTATE HIGHWAY 196 FOR 1.4 MILES TO THE STATION ON THE RIGHT AS
 AA3875'DESCRIBED. STATION IS 77 FEET WEST FROM RIGHT-OF-WAY FENCE, 58.5 FEET
 AA3875'WEST FROM 0.33 FOOT DIAMETER CHERRY TREE, 29 FEET EAST FROM CENTER OF
 AA3875'CONCRETE FOR NORTH BOUND INTERSTATE HIGHWAY 196, 6 FEET SOUTH FROM
 AA3875'MILE POST 14 AND 3.0 FEET EAST FROM METAL WITNESS POST WITH SIGN.
 AA3875
 AA3875                          STATION RECOVERY (2004)
 AA3875
 AA3875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3875'RECOVERED IN GOOD CONDITION.
 AA3875
 AA3875                          STATION RECOVERY (2023)
 AA3875
 AA3875'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 AA3875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3876 ***********************************************************************
 AA3876  DESIGNATION -  80205
 AA3876  PID         -  AA3876
 AA3876  STATE/COUNTY-  MI/VAN BUREN
 AA3876  COUNTRY     -  US
 AA3876  USGS QUAD   -  COVERT (2017)
 AA3876
 AA3876                         *CURRENT SURVEY CONTROL
 AA3876  ______________________________________________________________________
 AA3876* NAD 83(2011) POSITION- 42 22 17.74525(N) 086 15 47.47401(W)   ADJUSTED
 AA3876* NAD 83(2011) ELLIP HT-   161.910 (meters)        (06/27/12)   ADJUSTED
 AA3876* NAD 83(2011) EPOCH   -  2010.00
 AA3876* NAVD 88 ORTHO HEIGHT -   195.4   (meters)      641.    (feet) GPS OBS
 AA3876  ______________________________________________________________________
 AA3876  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3876  GEOID HEIGHT    -         -33.23 (meters)                     GEOID93
 AA3876  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 AA3876  NAD 83(2011) X  -    307,579.656 (meters)                     COMP
 AA3876  NAD 83(2011) Y  - -4,709,366.782 (meters)                     COMP
 AA3876  NAD 83(2011) Z  -  4,276,297.012 (meters)                     COMP
 AA3876  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 AA3876
 AA3876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3876  Standards:
 AA3876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3876  -------------------------------------------------------------------
 AA3876  NETWORK    1.05   1.67           0.49   0.34   0.85      0.00721642
 AA3876  -------------------------------------------------------------------
 AA3876  Click here for local accuracies and other accuracy information.
 AA3876
 AA3876.The horizontal coordinates were established by GPS observations
 AA3876.and adjusted by the National Geodetic Survey in June 2012.
 AA3876
 AA3876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3876.been affixed to the stable North American tectonic plate. See 
 AA3876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3876
 AA3876.The horizontal coordinates are valid at the epoch date displayed above
 AA3876.which is a decimal equivalence of Year/Month/Day.
 AA3876
 AA3876.The orthometric height was determined by GPS observations and a
 AA3876.high-resolution geoid model.
 AA3876
 AA3876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3876.GEOID18 height accuracy estimate available here.
 AA3876
 AA3876.Click photographs - Photos may exist for this station.
 AA3876
 AA3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3876
 AA3876.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3876
 AA3876.The ellipsoidal height was determined by GPS observations
 AA3876.and is referenced to NAD 83.
 AA3876
 AA3876. The following values were computed from the NAD 83(2011) position.
 AA3876
 AA3876;                    North         East     Units Scale Factor Converg.
 AA3876;SPC MI S     -    98,574.229 3,843,810.837   MT  0.99994677   -1 17 26.3
 AA3876;SPC MI S     -   323,406.26 12,610,927.94   iFT  0.99994677   -1 17 26.3
 AA3876;UTM  16      - 4,691,298.323   560,664.931   MT  0.99964528   +0 29 47.7
 AA3876
 AA3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3876!SPC MI S     -   0.99997461  x   0.99994677  =   0.99992138
 AA3876!UTM  16      -   0.99997461  x   0.99964528  =   0.99961990
 AA3876
 AA3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6066491298(NAD 83)
 AA3876
 AA3876                          SUPERSEDED SURVEY CONTROL
 AA3876
 AA3876  NAD 83(2007)-  42 22 17.74559(N)    086 15 47.47460(W) AD(2002.00) 0
 AA3876  ELLIP H (02/10/07)  161.935  (m)                       GP(2002.00)    
 AA3876  ELLIP H (07/17/02)  161.950  (m)                       GP(       ) 4 1
 AA3876  NAD 83(1994)-  42 22 17.74521(N)    086 15 47.47501(W) AD(       ) 1
 AA3876  ELLIP H (02/03/97)  161.969  (m)                       GP(       ) 4 1
 AA3876  NAD 83(1991)-  42 22 17.74639(N)    086 15 47.48568(W) AD(       ) 1
 AA3876
 AA3876.Superseded values are not recommended for survey control.
 AA3876
 AA3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3876.See file dsdata.pdf to determine how the superseded data were derived.
 AA3876
 AA3876_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3876_STAMPING: 80205 1993
 AA3876_MARK LOGO: MIDT
 AA3876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3876+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3876
 AA3876  HISTORY     - Date     Condition        Report By
 AA3876  HISTORY     - 1993     MONUMENTED       MIDT
 AA3876  HISTORY     - 20040701 GOOD             INDIV
 AA3876
 AA3876                          STATION DESCRIPTION
 AA3876
 AA3876'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3876'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE MAP. IT IS
 AA3876'IN THE NORTHWEST 1/4 OF SECTION 23, T-1-S, R-17-W, SOUTH HAVEN
 AA3876'TOWNSHIP.  ABOUT 7.5 MILES SOUTHWEST FROM LACOTA, 5.0 MILES NORTH FROM
 AA3876'COVERT, AND 2 MILES SOUTH FROM SOUTH HAVEN. TO REACH FROM THE
 AA3876'INTERCHANGE FOR INTERSTATE HIGHWAY 196 AND STATE HIGHWAY M-140, ABOUT
 AA3876'2.5 MILES SOUTH OF SOUTH HAVEN, GO NORTHEAST ALONG NORTHBOUND
 AA3876'INTERSTATE HIGHWAY 196 FOR 0.55 MILE TO THE STATION ON THE RIGHT AS
 AA3876'DESCRIBED. STATION IS 485 FEET NORTH FROM MILE POST 18, 71 FEET WEST
 AA3876'FROM EAST RIGHT-OF-WAY FENCE, 34 FEET NORTHWEST FROM 0.25 FOOT
 AA3876'DIAMETER CEDAR TREE, 33 FEET EAST FROM CENTER OF CONCRETE FOR
 AA3876'NORTHBOUND INTERSTATE HIGHWAY 196, AND 3.0 FEET EAST FROM METAL
 AA3876'WITNESS POST WITH SIGN.
 AA3876
 AA3876                          STATION RECOVERY (2004)
 AA3876
 AA3876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3877 ***********************************************************************
 AA3877  DESIGNATION -  80206
 AA3877  PID         -  AA3877
 AA3877  STATE/COUNTY-  MI/VAN BUREN
 AA3877  COUNTRY     -  US
 AA3877  USGS QUAD   -  SOUTH HAVEN (2017)
 AA3877
 AA3877                         *CURRENT SURVEY CONTROL
 AA3877  ______________________________________________________________________
 AA3877* NAD 83(2011) POSITION- 42 23 13.94823(N) 086 15 23.66339(W)   ADJUSTED
 AA3877* NAD 83(2011) ELLIP HT-   170.516 (meters)        (06/27/12)   ADJUSTED
 AA3877* NAD 83(2011) EPOCH   -  2010.00
 AA3877* NAVD 88 ORTHO HEIGHT -   204.0   (meters)      669.    (feet) GPS OBS
 AA3877  ______________________________________________________________________
 AA3877  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3877  GEOID HEIGHT    -         -33.22 (meters)                     GEOID93
 AA3877  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 AA3877  NAD 83(2011) X  -    308,047.387 (meters)                     COMP
 AA3877  NAD 83(2011) Y  - -4,708,171.148 (meters)                     COMP
 AA3877  NAD 83(2011) Z  -  4,277,583.884 (meters)                     COMP
 AA3877  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 AA3877
 AA3877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3877  Standards:
 AA3877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3877  -------------------------------------------------------------------
 AA3877  NETWORK    0.95   1.57           0.44   0.31   0.80      0.06389022
 AA3877  -------------------------------------------------------------------
 AA3877  Click here for local accuracies and other accuracy information.
 AA3877
 AA3877.The horizontal coordinates were established by GPS observations
 AA3877.and adjusted by the National Geodetic Survey in June 2012.
 AA3877
 AA3877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3877.been affixed to the stable North American tectonic plate. See 
 AA3877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3877
 AA3877.The horizontal coordinates are valid at the epoch date displayed above
 AA3877.which is a decimal equivalence of Year/Month/Day.
 AA3877
 AA3877.The orthometric height was determined by GPS observations and a
 AA3877.high-resolution geoid model.
 AA3877
 AA3877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3877.GEOID18 height accuracy estimate available here.
 AA3877
 AA3877.Click photographs - Photos may exist for this station.
 AA3877
 AA3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3877
 AA3877.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3877
 AA3877.The ellipsoidal height was determined by GPS observations
 AA3877.and is referenced to NAD 83.
 AA3877
 AA3877. The following values were computed from the NAD 83(2011) position.
 AA3877
 AA3877;                    North         East     Units Scale Factor Converg.
 AA3877;SPC MI S     -   100,295.633 3,844,394.373   MT  0.99994438   -1 17 10.1
 AA3877;SPC MI S     -   329,053.91 12,612,842.43   iFT  0.99994438   -1 17 10.1
 AA3877;UTM  16      - 4,693,036.568   561,194.336   MT  0.99964607   +0 30 04.3
 AA3877
 AA3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3877!SPC MI S     -   0.99997326  x   0.99994438  =   0.99991764
 AA3877!UTM  16      -   0.99997326  x   0.99964607  =   0.99961934
 AA3877
 AA3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6119493036(NAD 83)
 AA3877
 AA3877                          SUPERSEDED SURVEY CONTROL
 AA3877
 AA3877  NAD 83(2007)-  42 23 13.94857(N)    086 15 23.66398(W) AD(2002.00) 0
 AA3877  ELLIP H (02/10/07)  170.542  (m)                       GP(2002.00)    
 AA3877  ELLIP H (07/17/02)  170.556  (m)                       GP(       ) 4 1
 AA3877  NAD 83(1994)-  42 23 13.94821(N)    086 15 23.66441(W) AD(       ) 1
 AA3877  ELLIP H (02/03/97)  170.575  (m)                       GP(       ) 4 1
 AA3877  NAD 83(1991)-  42 23 13.94938(N)    086 15 23.67510(W) AD(       ) 1
 AA3877
 AA3877.Superseded values are not recommended for survey control.
 AA3877
 AA3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3877.See file dsdata.pdf to determine how the superseded data were derived.
 AA3877
 AA3877_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3877_STAMPING: 80206 1993
 AA3877_MARK LOGO: MIDT
 AA3877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3877+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 AA3877
 AA3877  HISTORY     - Date     Condition        Report By
 AA3877  HISTORY     - 1993     MONUMENTED       MIDT
 AA3877  HISTORY     - 20070109 GOOD             INDIV
 AA3877
 AA3877                          STATION DESCRIPTION
 AA3877
 AA3877'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3877'STATION IS LOCATED IN QUAD 420862 ON THE SOUTH HAVEN QUADRANGLE MAP.
 AA3877'IT IS IN THE NORTHWEST 1/4 OF SECTION 14, T-1-S, R-17-W, SOUTH HAVEN
 AA3877'TOWNSHIP.  ABOUT 7 MILES NORTH FROM COVERT, 7.0 MILES SOUTHWEST FROM
 AA3877'LACOTA, AND 1.5 MILES SOUTHEAST FROM SOUTH HAVEN. TO REACH FROM THE
 AA3877'INTERCHANGE OF INTERSTATE HIGHWAY 196 AND STATE HIGHWAY M-140, ABOUT
 AA3877'2.5 MILES SOUTH OF SOUTH HAVEN, GO NORTHEAST ALONG NORTHBOUND
 AA3877'INTERSTATE HIGHWAY 196 FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 AA3877'DESCRIBED. STATION IS 74 FEET SOUTHEAST FROM WEST RIGHT-OF-WAY FENCE
 AA3877'73 FEET EAST FROM .58 FOOT DIAMETER PINE TREE, 29.5 FEET NORTHWEST
 AA3877'FROM THE CENTER OF CONCRETE FOR SOUTHBOUND INTERSTATE HIGHWAY 196 AND
 AA3877'3.0 FEET WEST FROM METAL WITNESS POST WITH SIGN.
 AA3877
 AA3877                          STATION RECOVERY (2007)
 AA3877
 AA3877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RDS)
 AA3877'METAL WITNESS POST AND SIGN DESTROYED
 AA3877'ADDITIONAL WITNESS
 AA3877'0.2 MILE NORTH OF M-43 OVERPASS,102 FEET SOUTHEAST OF BILLBOARD
 AA3877'SUPPORT POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7939 ***********************************************************************
 DK7939  DESIGNATION -  80600
 DK7939  PID         -  DK7939
 DK7939  STATE/COUNTY-  MI/VAN BUREN
 DK7939  COUNTRY     -  US
 DK7939  USGS QUAD   -  LAWRENCE (2017)
 DK7939
 DK7939                         *CURRENT SURVEY CONTROL
 DK7939  ______________________________________________________________________
 DK7939* NAD 83(1986) POSITION- 42 12 56.06   (N) 086 06 42.57   (W)   HD_HELD1
 DK7939* NAVD 88 ORTHO HEIGHT -   215.678 (meters)      707.60  (feet) ADJUSTED
 DK7939  ______________________________________________________________________
 DK7939  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 DK7939  DYNAMIC HEIGHT  -        215.611 (meters)      707.38  (feet) COMP
 DK7939  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 DK7939
 DK7939  VERT ORDER      -  FIRST     CLASS II
 DK7939
 DK7939.The horizontal coordinates were determined by differentially corrected
 DK7939.hand held GPS observations or other comparable positioning techniques
 DK7939.and have an estimated accuracy of +/- 3 meters.
 DK7939
 DK7939.The orthometric height was determined by differential leveling and
 DK7939.adjusted by the NATIONAL GEODETIC SURVEY
 DK7939.in January 2009.
 DK7939
 DK7939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7939.GEOID18 height accuracy estimate available here.
 DK7939
 DK7939.Click photographs - Photos may exist for this station.
 DK7939
 DK7939.The dynamic height is computed by dividing the NAVD 88
 DK7939.geopotential number by the normal gravity value computed on the
 DK7939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7939.degrees latitude (g = 980.6199 gals.).
 DK7939
 DK7939.The modeled gravity was interpolated from observed gravity values.
 DK7939
 DK7939;                    North         East    Units  Estimated Accuracy
 DK7939;SPC MI S     -    80,978.1   3,855,915.3     MT  (+/- 3 meters HH1 GPS) 
 DK7939
 DK7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7330874093(NAD 83)
 DK7939
 DK7939                          SUPERSEDED SURVEY CONTROL
 DK7939
 DK7939.No superseded survey control is available for this station.
 DK7939
 DK7939_MARKER: DD = SURVEY DISK
 DK7939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7939_STAMPING: 80600 2008
 DK7939_MARK LOGO: MIDT
 DK7939_PROJECTION: FLUSH
 DK7939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7939+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2023
 DK7939
 DK7939  HISTORY     - Date     Condition        Report By
 DK7939  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7939  HISTORY     - 20230208 GOOD             MIDT
 DK7939
 DK7939                          STATION DESCRIPTION
 DK7939
 DK7939'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7939'THE STATION IS LOCATED 19.4 MI (31.2 KM) EAST-NORTHEAST OF BENTON
 DK7939'HARBOR AND 11.3 MI (18.2 KM) WEST OF PAW PAW, MI.
 DK7939'
 DK7939'TO REACH THE STATION FROM THE JUNCTION OF CR 681 WITH RED ARROW
 DK7939'HIGHWAY LOCATED APPROXIMATELY 3 MI (4.8 KM) WEST OF LAWRENCE, MI, GO
 DK7939'WEST ON RED ARROW HIGHWAY FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DK7939'LEFT.
 DK7939'
 DK7939'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7939'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7939'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 90 FT (27.4 M)
 DK7939'WEST OF EXTENDED CENTER OF DRIVEWAY OPENING --58376--, 10.5 FT (3.2 M)
 DK7939'SOUTH OF EDGE OF PAVEMENT OF RED ARROW HIGHWAY, AND 3 FT (0.9 M) NORTH
 DK7939'OF AN ORANGE CARSONITE WITNESS POST.
 DK7939
 DK7939                          STATION RECOVERY (2023)
 DK7939
 DK7939'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7940 ***********************************************************************
 DK7940  DESIGNATION -  80601
 DK7940  PID         -  DK7940
 DK7940  STATE/COUNTY-  MI/VAN BUREN
 DK7940  COUNTRY     -  US
 DK7940  USGS QUAD   -  LAWRENCE (2017)
 DK7940
 DK7940                         *CURRENT SURVEY CONTROL
 DK7940  ______________________________________________________________________
 DK7940* NAD 83(1986) POSITION- 42 13 04.22   (N) 086 05 23.86   (W)   HD_HELD1
 DK7940* NAVD 88 ORTHO HEIGHT -   219.997 (meters)      721.77  (feet) ADJUSTED
 DK7940  ______________________________________________________________________
 DK7940  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 DK7940  DYNAMIC HEIGHT  -        219.930 (meters)      721.55  (feet) COMP
 DK7940  MODELED GRAVITY -    980,310.1   (mgal)                       NAVD 88
 DK7940
 DK7940  VERT ORDER      -  FIRST     CLASS II
 DK7940
 DK7940.The horizontal coordinates were determined by differentially corrected
 DK7940.hand held GPS observations or other comparable positioning techniques
 DK7940.and have an estimated accuracy of +/- 3 meters.
 DK7940
 DK7940.The orthometric height was determined by differential leveling and
 DK7940.adjusted by the NATIONAL GEODETIC SURVEY
 DK7940.in January 2009.
 DK7940
 DK7940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7940.GEOID18 height accuracy estimate available here.
 DK7940
 DK7940.Click photographs - Photos may exist for this station.
 DK7940
 DK7940.The dynamic height is computed by dividing the NAVD 88
 DK7940.geopotential number by the normal gravity value computed on the
 DK7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7940.degrees latitude (g = 980.6199 gals.).
 DK7940
 DK7940.The modeled gravity was interpolated from observed gravity values.
 DK7940
 DK7940;                    North         East    Units  Estimated Accuracy
 DK7940;SPC MI S     -    81,192.6   3,857,725.3     MT  (+/- 3 meters HH1 GPS) 
 DK7940
 DK7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7510974363(NAD 83)
 DK7940
 DK7940                          SUPERSEDED SURVEY CONTROL
 DK7940
 DK7940.No superseded survey control is available for this station.
 DK7940
 DK7940_MARKER: DD = SURVEY DISK
 DK7940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7940_STAMPING: 80601 2008
 DK7940_MARK LOGO: MIDT
 DK7940_PROJECTION: FLUSH
 DK7940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7940+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2023
 DK7940
 DK7940  HISTORY     - Date     Condition        Report By
 DK7940  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7940  HISTORY     - 20230111 GOOD             MIDT
 DK7940
 DK7940                          STATION DESCRIPTION
 DK7940
 DK7940'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7940'THE STATION IS LOCATED 20.5 MI (33.0 KM) EAST-NORTHEAST OF BENTON
 DK7940'HARBOR AND 10.2 MI (16.4 KM) WEST OF PAW PAW, MI.
 DK7940'
 DK7940'TO REACH THE STATION FROM THE JUNCTION OF CR 681 WITH RED ARROW
 DK7940'HIGHWAY, LOCATED APPROXIMATELY 3 MI (4.8 KM) WEST OF LAWRENCE, MI, GO
 DK7940'EAST ON RED ARROW HIGHWAY FOR 0.95 MI (1.5 KM) TO 56TH STREET AND THE
 DK7940'STATION ON THE LEFT.
 DK7940'
 DK7940'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7940'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7940'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 60 FT (18.3 M)
 DK7940'SOUTH OF EXTENDED CENTER OF DRIVEWAY OPENING --56080--, 59 FT (18.0 M)
 DK7940'NORTH OF EDGE OF PAVEMENT OF RED ARROW HIGHWAY, 11 FT (3.4 M) EAST OF
 DK7940'EDGE OF PAVEMENT OF 56TH STREET, AND 3 FT (0.9 M) WEST OF AN ORANGE
 DK7940'CARSONITE WITNESS POST.
 DK7940
 DK7940                          STATION RECOVERY (2023)
 DK7940
 DK7940'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7952 ***********************************************************************
 DK7952  DESIGNATION -  80602
 DK7952  PID         -  DK7952
 DK7952  STATE/COUNTY-  MI/VAN BUREN
 DK7952  COUNTRY     -  US
 DK7952  USGS QUAD   -  LAWRENCE (2017)
 DK7952
 DK7952                         *CURRENT SURVEY CONTROL
 DK7952  ______________________________________________________________________
 DK7952* NAD 83(1986) POSITION- 42 13 09.     (N) 086 04 27.     (W)   SCALED
 DK7952* NAVD 88 ORTHO HEIGHT -   211.595 (meters)      694.21  (feet) ADJUSTED
 DK7952  ______________________________________________________________________
 DK7952  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 DK7952  DYNAMIC HEIGHT  -        211.530 (meters)      693.99  (feet) COMP
 DK7952  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 DK7952
 DK7952  VERT ORDER      -  FIRST     CLASS II
 DK7952
 DK7952.The horizontal coordinates were scaled from a map and have
 DK7952.an estimated accuracy of +/- 6 seconds.
 DK7952
 DK7952.The orthometric height was determined by differential leveling and
 DK7952.adjusted by the NATIONAL GEODETIC SURVEY
 DK7952.in January 2009.
 DK7952
 DK7952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7952.GEOID18 height accuracy estimate available here.
 DK7952
 DK7952.Click photographs - Photos may exist for this station.
 DK7952
 DK7952.The dynamic height is computed by dividing the NAVD 88
 DK7952.geopotential number by the normal gravity value computed on the
 DK7952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7952.degrees latitude (g = 980.6199 gals.).
 DK7952
 DK7952.The modeled gravity was interpolated from observed gravity values.
 DK7952
 DK7952;                    North         East    Units  Estimated Accuracy
 DK7952;SPC MI S     -    81,310.    3,859,030.      MT  (+/- 180 meters Scaled)
 DK7952
 DK7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM764745(NAD 83)
 DK7952
 DK7952                          SUPERSEDED SURVEY CONTROL
 DK7952
 DK7952.No superseded survey control is available for this station.
 DK7952
 DK7952_MARKER: DD = SURVEY DISK
 DK7952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7952_STAMPING: 80602 2008
 DK7952_MARK LOGO: MIDT
 DK7952_PROJECTION: FLUSH
 DK7952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7952+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7952
 DK7952  HISTORY     - Date     Condition        Report By
 DK7952  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7952
 DK7952                          STATION DESCRIPTION
 DK7952
 DK7952'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7952'THE STATION IS LOCATED 21.3 MI (34.3 KM) EAST-NORTHEAST OF BENTON
 DK7952'HARBOR AND 9.4 MI (15.1 KM) WEST OF PAW PAW, MI.
 DK7952'
 DK7952'TO REACH THE STATION FROM THE JUNCTION OF CR 365 (PAW PAW STREET) WITH
 DK7952'RED ARROW HIGHWAY (SAINT JOSEPH STREET) IN LAWRENCE, MI, GO WEST ON
 DK7952'RED ARROW HIGHWAY (SAINT JOSEPH STREET) FOR 1.2 MI (1.9 KM) TO BUTCHER
 DK7952'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DK7952'
 DK7952'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7952'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7952'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 42 FT (12.8 M)
 DK7952'NORTH OF EDGE OF CURB OF RED ARROW HIGHWAY, 32 FT (9.8 M) NORTH OF A
 DK7952'TELEPHONE PEDESTAL --0900 068--, 17 FT (5.2 M) EAST OF EDGE OF
 DK7952'PAVEMENT OF BUTCHER ROAD, AND 3 FT (0.9 M) WEST OF AN ORANGE CARSONITE
 DK7952'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7953 ***********************************************************************
 DK7953  DESIGNATION -  80603
 DK7953  PID         -  DK7953
 DK7953  STATE/COUNTY-  MI/VAN BUREN
 DK7953  COUNTRY     -  US
 DK7953  USGS QUAD   -  LAWRENCE (2017)
 DK7953
 DK7953                         *CURRENT SURVEY CONTROL
 DK7953  ______________________________________________________________________
 DK7953* NAD 83(2011) POSITION- 42 13 08.97721(N) 086 02 32.83775(W)   ADJUSTED
 DK7953* NAD 83(2011) ELLIP HT-   173.020 (meters)        (06/27/12)   ADJUSTED
 DK7953* NAD 83(2011) EPOCH   -  2010.00
 DK7953* NAVD 88 ORTHO HEIGHT -   206.180 (meters)      676.44  (feet) ADJUSTED
 DK7953  ______________________________________________________________________
 DK7953  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 DK7953  NAD 83(2011) X  -    326,507.209 (meters)                     COMP
 DK7953  NAD 83(2011) Y  - -4,719,522.911 (meters)                     COMP
 DK7953  NAD 83(2011) Z  -  4,263,779.518 (meters)                     COMP
 DK7953  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 DK7953  DYNAMIC HEIGHT  -        206.117 (meters)      676.24  (feet) COMP
 DK7953  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 DK7953
 DK7953  VERT ORDER      -  FIRST     CLASS II
 DK7953
 DK7953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7953  Standards:
 DK7953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7953  -------------------------------------------------------------------
 DK7953  NETWORK    0.35   0.63           0.16   0.12   0.32      0.04370521
 DK7953  -------------------------------------------------------------------
 DK7953  Click here for local accuracies and other accuracy information.
 DK7953
 DK7953.The horizontal coordinates were established by GPS observations
 DK7953.and adjusted by the National Geodetic Survey in June 2012.
 DK7953
 DK7953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7953.been affixed to the stable North American tectonic plate. See 
 DK7953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7953
 DK7953.The horizontal coordinates are valid at the epoch date displayed above
 DK7953.which is a decimal equivalence of Year/Month/Day.
 DK7953
 DK7953.The orthometric height was determined by differential leveling and
 DK7953.adjusted by the NATIONAL GEODETIC SURVEY
 DK7953.in January 2009.
 DK7953
 DK7953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7953.GEOID18 height accuracy estimate available here.
 DK7953
 DK7953.Click photographs - Photos may exist for this station.
 DK7953
 DK7953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7953
 DK7953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7953
 DK7953.The ellipsoidal height was determined by GPS observations
 DK7953.and is referenced to NAD 83.
 DK7953
 DK7953.The dynamic height is computed by dividing the NAVD 88
 DK7953.geopotential number by the normal gravity value computed on the
 DK7953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7953.degrees latitude (g = 980.6199 gals.).
 DK7953
 DK7953.The modeled gravity was interpolated from observed gravity values.
 DK7953
 DK7953. The following values were computed from the NAD 83(2011) position.
 DK7953
 DK7953;                    North         East     Units Scale Factor Converg.
 DK7953;SPC MI S     -    81,260.209 3,861,649.838   MT  0.99997392   -1 08 25.5
 DK7953;SPC MI S     -   266,601.74 12,669,454.85   iFT  0.99997392   -1 08 25.5
 DK7953;UTM  16      - 4,674,553.589   579,029.276   MT  0.99967685   +0 38 36.5
 DK7953
 DK7953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7953!SPC MI S     -   0.99997286  x   0.99997392  =   0.99994679
 DK7953!UTM  16      -   0.99997286  x   0.99967685  =   0.99964972
 DK7953
 DK7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7902974553(NAD 83)
 DK7953
 DK7953                          SUPERSEDED SURVEY CONTROL
 DK7953
 DK7953  NAD 83(2007)-  42 13 08.97724(N)    086 02 32.83840(W) AD(2002.00) 1
 DK7953  ELLIP H (03/25/09)  173.024  (m)                       GP(2002.00) 4 1
 DK7953
 DK7953.Superseded values are not recommended for survey control.
 DK7953
 DK7953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7953.See file dsdata.pdf to determine how the superseded data were derived.
 DK7953
 DK7953_MARKER: DD = SURVEY DISK
 DK7953_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7953_SP_SET: BRIDGE WINGWALL
 DK7953_STAMPING: 80603 2008
 DK7953_MARK LOGO: MIDT
 DK7953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7953+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DK7953
 DK7953  HISTORY     - Date     Condition        Report By
 DK7953  HISTORY     - 20080708 MONUMENTED       COLEM
 DK7953
 DK7953                          STATION DESCRIPTION
 DK7953
 DK7953'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7953'THE STATION IS LOCATED 22.8 MI (36.7 KM) EAST-NORTHEAST OF BENTON
 DK7953'HARBOR AND 7.8 MI (12.6 KM) WEST OF PAW PAW, MI.
 DK7953'
 DK7953'THE STATION IS LOCATED IN THE SOUTHEAST WING WALL OF THE EAST ABUTMENT
 DK7953'OF RED ARROW HIGHWAY BRIDGE --B01-80-13-02-- OVER BRUSH CREEK, IN
 DK7953'LAWRENCE, MI.
 DK7953'
 DK7953'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7953'MODERNIZATION MARK DISK SET IN A BRIDGE WING WALL.  THE STATION IS 2.5
 DK7953'FT (0.8 M) SOUTH OF A GUARDRAIL, AND 2 FT (0.6 M) SOUTH OF EDGE OF
 DK7953'CURB OF RED ARROW HIGHWAY.
 DK7953'
 DK7953'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS BECAUSE OF
 DK7953'TREES IN THE NORTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON, TREES IN
 DK7953'THE SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON, POWER LINES
 DK7953'TO THE EAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON, AND POWER LINES
 DK7953'TO THE SOUTH EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7954 ***********************************************************************
 DK7954  DESIGNATION -  80604
 DK7954  PID         -  DK7954
 DK7954  STATE/COUNTY-  MI/VAN BUREN
 DK7954  COUNTRY     -  US
 DK7954  USGS QUAD   -  LAWRENCE (2017)
 DK7954
 DK7954                         *CURRENT SURVEY CONTROL
 DK7954  ______________________________________________________________________
 DK7954* NAD 83(1986) POSITION- 42 12 52.     (N) 086 00 33.     (W)   SCALED
 DK7954* NAVD 88 ORTHO HEIGHT -   241.536 (meters)      792.44  (feet) ADJUSTED
 DK7954  ______________________________________________________________________
 DK7954  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 DK7954  DYNAMIC HEIGHT  -        241.463 (meters)      792.20  (feet) COMP
 DK7954  MODELED GRAVITY -    980,312.8   (mgal)                       NAVD 88
 DK7954
 DK7954  VERT ORDER      -  FIRST     CLASS II
 DK7954
 DK7954.The horizontal coordinates were scaled from a map and have
 DK7954.an estimated accuracy of +/- 6 seconds.
 DK7954
 DK7954.The orthometric height was determined by differential leveling and
 DK7954.adjusted by the NATIONAL GEODETIC SURVEY
 DK7954.in January 2009.
 DK7954
 DK7954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7954.GEOID18 height accuracy estimate available here.
 DK7954
 DK7954.Click photographs - Photos may exist for this station.
 DK7954
 DK7954.The dynamic height is computed by dividing the NAVD 88
 DK7954.geopotential number by the normal gravity value computed on the
 DK7954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7954.degrees latitude (g = 980.6199 gals.).
 DK7954
 DK7954.The modeled gravity was interpolated from observed gravity values.
 DK7954
 DK7954;                    North         East    Units  Estimated Accuracy
 DK7954;SPC MI S     -    80,680.    3,864,390.      MT  (+/- 180 meters Scaled)
 DK7954
 DK7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM817740(NAD 83)
 DK7954
 DK7954                          SUPERSEDED SURVEY CONTROL
 DK7954
 DK7954.No superseded survey control is available for this station.
 DK7954
 DK7954_MARKER: DD = SURVEY DISK
 DK7954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7954_STAMPING: 80604 2008
 DK7954_MARK LOGO: MIDT
 DK7954_PROJECTION: FLUSH
 DK7954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7954+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7954
 DK7954  HISTORY     - Date     Condition        Report By
 DK7954  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7954
 DK7954                          STATION DESCRIPTION
 DK7954
 DK7954'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7954'THE STATION IS LOCATED 24.4 MI (39.3 KM) EAST-NORTHEAST OF BENTON
 DK7954'HARBOR AND 6.1 MI (9.8 KM) WEST OF PAW PAW, MI.
 DK7954'
 DK7954'TO REACH THE STATION FROM THE JUNCTION OF CR 365 (PAW PAW STREET) WITH
 DK7954'RED ARROW HIGHWAY (SAINT JOSEPH STREET), LOCATED IN LAWRENCE, MI, GO
 DK7954'EASTERLY ON RED ARROW HIGHWAY (SAINT JOSEPH STREET) FOR 2.1 MI (3.4
 DK7954'KM) TO 48TH STREET, CONTINUE EAST ON RED ARROW HIGHWAY FOR 0.2 MI (0.3
 DK7954'KM) TO THE STATION ON THE LEFT.
 DK7954'
 DK7954'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7954'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7954'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 500 FT (152.4 M)
 DK7954'EAST OF DRIVEWAY OPENING --47866--, 14 FT (4.3 M) NORTH OF EDGE OF
 DK7954'PAVEMENT OF RED ARROW HIGHWAY, AND 3 FT (0.9 M) SOUTH OF AN ORANGE
 DK7954'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7955 ***********************************************************************
 DK7955  DESIGNATION -  80605
 DK7955  PID         -  DK7955
 DK7955  STATE/COUNTY-  MI/VAN BUREN
 DK7955  COUNTRY     -  US
 DK7955  USGS QUAD   -  PAW PAW (2017)
 DK7955
 DK7955                         *CURRENT SURVEY CONTROL
 DK7955  ______________________________________________________________________
 DK7955* NAD 83(2011) POSITION- 42 12 35.40877(N) 085 59 10.10584(W)   ADJUSTED
 DK7955* NAD 83(2011) ELLIP HT-   204.739 (meters)        (06/27/12)   ADJUSTED
 DK7955* NAD 83(2011) EPOCH   -  2010.00
 DK7955* NAVD 88 ORTHO HEIGHT -   237.820 (meters)      780.25  (feet) ADJUSTED
 DK7955  ______________________________________________________________________
 DK7955  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 DK7955  NAD 83(2011) X  -    331,196.096 (meters)                     COMP
 DK7955  NAD 83(2011) Y  - -4,719,917.393 (meters)                     COMP
 DK7955  NAD 83(2011) Z  -  4,263,033.696 (meters)                     COMP
 DK7955  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 DK7955  DYNAMIC HEIGHT  -        237.748 (meters)      780.01  (feet) COMP
 DK7955  MODELED GRAVITY -    980,312.5   (mgal)                       NAVD 88
 DK7955
 DK7955  VERT ORDER      -  FIRST     CLASS II
 DK7955
 DK7955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7955  Standards:
 DK7955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7955  -------------------------------------------------------------------
 DK7955  NETWORK    0.31   0.57           0.14   0.11   0.29      0.05037378
 DK7955  -------------------------------------------------------------------
 DK7955  Click here for local accuracies and other accuracy information.
 DK7955
 DK7955.The horizontal coordinates were established by GPS observations
 DK7955.and adjusted by the National Geodetic Survey in June 2012.
 DK7955
 DK7955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7955.been affixed to the stable North American tectonic plate. See 
 DK7955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7955
 DK7955.The horizontal coordinates are valid at the epoch date displayed above
 DK7955.which is a decimal equivalence of Year/Month/Day.
 DK7955
 DK7955.The orthometric height was determined by differential leveling and
 DK7955.adjusted by the NATIONAL GEODETIC SURVEY
 DK7955.in January 2009.
 DK7955
 DK7955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7955.GEOID18 height accuracy estimate available here.
 DK7955
 DK7955.Click photographs - Photos may exist for this station.
 DK7955
 DK7955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7955
 DK7955.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7955
 DK7955.The ellipsoidal height was determined by GPS observations
 DK7955.and is referenced to NAD 83.
 DK7955
 DK7955.The dynamic height is computed by dividing the NAVD 88
 DK7955.geopotential number by the normal gravity value computed on the
 DK7955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7955.degrees latitude (g = 980.6199 gals.).
 DK7955
 DK7955.The modeled gravity was interpolated from observed gravity values.
 DK7955
 DK7955. The following values were computed from the NAD 83(2011) position.
 DK7955
 DK7955;                    North         East     Units Scale Factor Converg.
 DK7955;SPC MI S     -    80,133.693 3,866,278.554   MT  0.99997580   -1 06 07.6
 DK7955;SPC MI S     -   262,905.82 12,684,640.93   iFT  0.99997580   -1 06 07.6
 DK7955;UTM  16      - 4,673,571.974   583,689.444   MT  0.99968618   +0 40 52.3
 DK7955
 DK7955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7955!SPC MI S     -   0.99996789  x   0.99997580  =   0.99994369
 DK7955!UTM  16      -   0.99996789  x   0.99968618  =   0.99965408
 DK7955
 DK7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8368973571(NAD 83)
 DK7955
 DK7955                          SUPERSEDED SURVEY CONTROL
 DK7955
 DK7955  NAD 83(2007)-  42 12 35.40880(N)    085 59 10.10647(W) AD(2002.00) 1
 DK7955  ELLIP H (03/25/09)  204.743  (m)                       GP(2002.00) 4 1
 DK7955
 DK7955.Superseded values are not recommended for survey control.
 DK7955
 DK7955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7955.See file dsdata.pdf to determine how the superseded data were derived.
 DK7955
 DK7955_MARKER: DD = SURVEY DISK
 DK7955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7955_STAMPING: 80605 2008
 DK7955_MARK LOGO: MIDT
 DK7955_PROJECTION: FLUSH
 DK7955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7955+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DK7955
 DK7955  HISTORY     - Date     Condition        Report By
 DK7955  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7955  HISTORY     - 20191002 GOOD             INDIV
 DK7955  HISTORY     - 20200625 GOOD             MIDT
 DK7955
 DK7955                          STATION DESCRIPTION
 DK7955
 DK7955'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7955'THE STATION IS LOCATED 25.5 MI (41.0 KM) EAST-NORTHEAST OF BENTON
 DK7955'HARBOR AND 4.9 MI (7.9 KM) WEST OF PAW PAW, MI.
 DK7955'
 DK7955'TO REACH THE STATION FROM THE JUNCTION OF CR 671 WITH RED ARROW
 DK7955'HIGHWAY, LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST OF THE CITY OF PAW
 DK7955'PAW, MI, GO WEST ON RED ARROW HIGHWAY FOR 1.0 MI (1.6 KM) TO LANPHEAR
 DK7955'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DK7955'
 DK7955'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7955'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7955'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 120 FT (36.6 M)
 DK7955'WEST OF A TELEPHONE PEDESTAL --LPS--, 110 FT (33.5 M) EAST OF THE
 DK7955'JUNCTION OF RED ARROW HIGHWAY WITH TERRITORIAL ROAD, 110 FT (33.5 M)
 DK7955'WEST OF EXTENDED CENTER OF LANPHEAR ROAD, 21 FT (6.4 M) NORTH OF EDGE
 DK7955'OF PAVEMENT OF RED ARROW HIGHWAY, AND 3 FT (0.9 M) SOUTH OF AN ORANGE
 DK7955'CARSONITE WITNESS POST.
 DK7955
 DK7955                          STATION RECOVERY (2019)
 DK7955
 DK7955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (JAS)
 DK7955'RECOVERED IN GOOD CONDITION.
 DK7955
 DK7955                          STATION RECOVERY (2020)
 DK7955
 DK7955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DK7955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7956 ***********************************************************************
 DK7956  DESIGNATION -  80606
 DK7956  PID         -  DK7956
 DK7956  STATE/COUNTY-  MI/VAN BUREN
 DK7956  COUNTRY     -  US
 DK7956  USGS QUAD   -  PAW PAW (2017)
 DK7956
 DK7956                         *CURRENT SURVEY CONTROL
 DK7956  ______________________________________________________________________
 DK7956* NAD 83(1986) POSITION- 42 12 39.29   (N) 085 57 01.35   (W)   HD_HELD1
 DK7956* NAVD 88 ORTHO HEIGHT -   237.178 (meters)      778.14  (feet) ADJUSTED
 DK7956  ______________________________________________________________________
 DK7956  GEOID HEIGHT    -        -33.048 (meters)                     GEOID18
 DK7956  DYNAMIC HEIGHT  -        237.106 (meters)      777.91  (feet) COMP
 DK7956  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 DK7956
 DK7956  VERT ORDER      -  FIRST     CLASS II
 DK7956
 DK7956.The horizontal coordinates were determined by differentially corrected
 DK7956.hand held GPS observations or other comparable positioning techniques
 DK7956.and have an estimated accuracy of +/- 3 meters.
 DK7956
 DK7956.The orthometric height was determined by differential leveling and
 DK7956.adjusted by the NATIONAL GEODETIC SURVEY
 DK7956.in January 2009.
 DK7956
 DK7956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7956.GEOID18 height accuracy estimate available here.
 DK7956
 DK7956.Click photographs - Photos may exist for this station.
 DK7956
 DK7956.The dynamic height is computed by dividing the NAVD 88
 DK7956.geopotential number by the normal gravity value computed on the
 DK7956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7956.degrees latitude (g = 980.6199 gals.).
 DK7956
 DK7956.The modeled gravity was interpolated from observed gravity values.
 DK7956
 DK7956;                    North         East    Units  Estimated Accuracy
 DK7956;SPC MI S     -    80,197.2   3,869,233.6     MT  (+/- 3 meters HH1 GPS) 
 DK7956
 DK7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8664073727(NAD 83)
 DK7956
 DK7956                          SUPERSEDED SURVEY CONTROL
 DK7956
 DK7956.No superseded survey control is available for this station.
 DK7956
 DK7956_MARKER: DD = SURVEY DISK
 DK7956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7956_STAMPING: 80606 2008
 DK7956_MARK LOGO: MIDT
 DK7956_PROJECTION: FLUSH
 DK7956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7956+STABILITY: SURFACE MOTION
 DK7956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7956+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2020
 DK7956
 DK7956  HISTORY     - Date     Condition        Report By
 DK7956  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7956  HISTORY     - 20191002 GOOD             INDIV
 DK7956  HISTORY     - 20200114 GOOD             MIDT
 DK7956
 DK7956                          STATION DESCRIPTION
 DK7956
 DK7956'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7956'THE STATION IS LOCATED 27.3 MI (43.9 KM) EAST-NORTHEAST OF BENTON
 DK7956'HARBOR AND 3.1 MI (5.0 KM) WEST OF PAW PAW, MI.
 DK7956'
 DK7956'TO REACH THE STATION FROM THE JUNCTION OF CR 671 WITH RED ARROW
 DK7956'HIGHWAY, LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST OF THE CITY OF PAW
 DK7956'PAW, MI, GO EAST ON RED ARROW HIGHWAY FOR 0.5 MI (0.8 KM) TO 42ND
 DK7956'STREET, CONTINUE EAST ON RED ARROW HIGHWAY FOR 0.3 MI (0.5 KM) TO THE
 DK7956'STATION ON THE LEFT.
 DK7956'
 DK7956'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7956'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7956'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 14 FT (4.3 M)
 DK7956'NORTH OF EDGE OF PAVEMENT OF RED ARROW HIGHWAY AND 3 FT (0.9 M) SOUTH
 DK7956'OF AN ORANGE CARSONITE WITNESS POST.
 DK7956
 DK7956                          STATION RECOVERY (2019)
 DK7956
 DK7956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (JAS)
 DK7956'RECOVERED IN GOOD CONDITION.
 DK7956
 DK7956                          STATION RECOVERY (2020)
 DK7956
 DK7956'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DK7956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7957 ***********************************************************************
 DK7957  DESIGNATION -  80607
 DK7957  PID         -  DK7957
 DK7957  STATE/COUNTY-  MI/VAN BUREN
 DK7957  COUNTRY     -  US
 DK7957  USGS QUAD   -  PAW PAW (2017)
 DK7957
 DK7957                         *CURRENT SURVEY CONTROL
 DK7957  ______________________________________________________________________
 DK7957* NAD 83(1986) POSITION- 42 12 48.77   (N) 085 55 27.59   (W)   HD_HELD1
 DK7957* NAVD 88 ORTHO HEIGHT -   233.246 (meters)      765.24  (feet) ADJUSTED
 DK7957  ______________________________________________________________________
 DK7957  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DK7957  DYNAMIC HEIGHT  -        233.176 (meters)      765.01  (feet) COMP
 DK7957  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 DK7957
 DK7957  VERT ORDER      -  FIRST     CLASS II
 DK7957
 DK7957.The horizontal coordinates were determined by differentially corrected
 DK7957.hand held GPS observations or other comparable positioning techniques
 DK7957.and have an estimated accuracy of +/- 3 meters.
 DK7957
 DK7957.The orthometric height was determined by differential leveling and
 DK7957.adjusted by the NATIONAL GEODETIC SURVEY
 DK7957.in January 2009.
 DK7957
 DK7957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7957.GEOID18 height accuracy estimate available here.
 DK7957
 DK7957.Click photographs - Photos may exist for this station.
 DK7957
 DK7957.The dynamic height is computed by dividing the NAVD 88
 DK7957.geopotential number by the normal gravity value computed on the
 DK7957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7957.degrees latitude (g = 980.6199 gals.).
 DK7957
 DK7957.The modeled gravity was interpolated from observed gravity values.
 DK7957
 DK7957;                    North         East    Units  Estimated Accuracy
 DK7957;SPC MI S     -    80,449.6   3,871,389.3     MT  (+/- 3 meters HH1 GPS) 
 DK7957
 DK7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8878674046(NAD 83)
 DK7957
 DK7957                          SUPERSEDED SURVEY CONTROL
 DK7957
 DK7957.No superseded survey control is available for this station.
 DK7957
 DK7957_MARKER: DD = SURVEY DISK
 DK7957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7957_STAMPING: 80607 2008
 DK7957_MARK LOGO: MIDT
 DK7957_PROJECTION: FLUSH
 DK7957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7957+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2023
 DK7957
 DK7957  HISTORY     - Date     Condition        Report By
 DK7957  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7957  HISTORY     - 20230103 GOOD             MIDT
 DK7957
 DK7957                          STATION DESCRIPTION
 DK7957
 DK7957'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7957'THE STATION IS LOCATED 28.6 MI (46.0 KM) EAST-NORTHEAST OF BENTON
 DK7957'HARBOR AND 1.8 MI (2.9 KM) WEST OF PAW PAW, MI.
 DK7957'
 DK7957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 (KALAMAZOO
 DK7957'STREET) WITH RED ARROW HIGHWAY (MICHIGAN AVENUE) LOCATED IN THE CITY
 DK7957'OF PAW PAW, MI, GO WESTERLY ON RED ARROW HIGHWAY (MICHIGAN AVENUE) FOR
 DK7957'1.4 MI (2.3 KM) TO 38TH STREET, CONTINUE WESTERLY ON RED ARROW HIGHWAY
 DK7957'FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DK7957'
 DK7957'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7957'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7957'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 200 FT (61.0 M)
 DK7957'EAST OF THE CENTER OF DRIVEWAY OPENING --38772--, 115 FT (35.1 M) EAST
 DK7957'OF A TELEPHONE PEDESTAL --38772--, 18 FT (5.5 M) NORTH OF EDGE OF
 DK7957'PAVEMENT OF RED ARROW HIGHWAY, AND 3 FT (0.9 M) SOUTH OF AN ORANGE
 DK7957'CARSONITE WITNESS POST.
 DK7957
 DK7957                          STATION RECOVERY (2023)
 DK7957
 DK7957'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7942 ***********************************************************************
 DK7942  DESIGNATION -  80608
 DK7942  PID         -  DK7942
 DK7942  STATE/COUNTY-  MI/VAN BUREN
 DK7942  COUNTRY     -  US
 DK7942  USGS QUAD   -  LAWTON (2017)
 DK7942
 DK7942                         *CURRENT SURVEY CONTROL
 DK7942  ______________________________________________________________________
 DK7942* NAD 83(1986) POSITION- 42 13 25.96   (N) 085 51 08.44   (W)   HD_HELD1
 DK7942* NAVD 88 ORTHO HEIGHT -   241.212 (meters)      791.38  (feet) ADJUSTED
 DK7942  ______________________________________________________________________
 DK7942  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 DK7942  DYNAMIC HEIGHT  -        241.140 (meters)      791.14  (feet) COMP
 DK7942  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 DK7942
 DK7942  VERT ORDER      -  FIRST     CLASS II
 DK7942
 DK7942.The horizontal coordinates were determined by differentially corrected
 DK7942.hand held GPS observations or other comparable positioning techniques
 DK7942.and have an estimated accuracy of +/- 3 meters.
 DK7942
 DK7942.The orthometric height was determined by differential leveling and
 DK7942.adjusted by the NATIONAL GEODETIC SURVEY
 DK7942.in January 2009.
 DK7942
 DK7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7942.GEOID18 height accuracy estimate available here.
 DK7942
 DK7942.Click photographs - Photos may exist for this station.
 DK7942
 DK7942.The dynamic height is computed by dividing the NAVD 88
 DK7942.geopotential number by the normal gravity value computed on the
 DK7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7942.degrees latitude (g = 980.6199 gals.).
 DK7942
 DK7942.The modeled gravity was interpolated from observed gravity values.
 DK7942
 DK7942;                    North         East    Units  Estimated Accuracy
 DK7942;SPC MI S     -    81,489.4   3,877,352.5     MT  (+/- 3 meters HH1 GPS) 
 DK7942
 DK7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9471275271(NAD 83)
 DK7942
 DK7942                          SUPERSEDED SURVEY CONTROL
 DK7942
 DK7942.No superseded survey control is available for this station.
 DK7942
 DK7942_MARKER: DD = SURVEY DISK
 DK7942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7942_STAMPING: 80608 2008
 DK7942_MARK LOGO: MIDT
 DK7942_PROJECTION: FLUSH
 DK7942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7942+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2023
 DK7942
 DK7942  HISTORY     - Date     Condition        Report By
 DK7942  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7942  HISTORY     - 20230103 GOOD             MIDT
 DK7942
 DK7942                          STATION DESCRIPTION
 DK7942
 DK7942'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7942'THE STATION IS LOCATED 14.5 MI (23.3 KM) SOUTHWEST OF KALAMAZOO AND
 DK7942'2.0 MI (3.2 KM) EAST-NORTHEAST OF PAW PAW, MI.
 DK7942'
 DK7942'TO REACH THE STATION FROM THE JUNCTION OF RED ARROW HIGHWAY WITH CR
 DK7942'653, LOCATED APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE CITY OF PAW
 DK7942'PAW, MI, GO NORTHEAST ON RED ARROW HIGHWAY FOR 0.5 MI (0.8 KM) TO THE
 DK7942'STATION ON THE RIGHT.
 DK7942'
 DK7942'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7942'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7942'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 28 FT (8.5 M)
 DK7942'WEST OF A DRIVEWAY OPENING WITH A METAL GATE, 11.5 FT (3.5 M) SOUTH OF
 DK7942'EDGE OF PAVEMENT OF RED ARROW HIGHWAY, AND 3 FT (0.9 M) NORTH OF AN
 DK7942'ORANGE CARSONITE WITNESS POST.
 DK7942
 DK7942                          STATION RECOVERY (2023)
 DK7942
 DK7942'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7944 ***********************************************************************
 DK7944  DESIGNATION -  80609
 DK7944  PID         -  DK7944
 DK7944  STATE/COUNTY-  MI/VAN BUREN
 DK7944  COUNTRY     -  US
 DK7944  USGS QUAD   -  LAWTON (2017)
 DK7944
 DK7944                         *CURRENT SURVEY CONTROL
 DK7944  ______________________________________________________________________
 DK7944* NAD 83(1986) POSITION- 42 14 05.09   (N) 085 47 41.85   (W)   HD_HELD1
 DK7944* NAVD 88 ORTHO HEIGHT -   249.831 (meters)      819.65  (feet) ADJUSTED
 DK7944  ______________________________________________________________________
 DK7944  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 DK7944  DYNAMIC HEIGHT  -        249.754 (meters)      819.40  (feet) COMP
 DK7944  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 DK7944
 DK7944  VERT ORDER      -  FIRST     CLASS II
 DK7944
 DK7944.The horizontal coordinates were determined by differentially corrected
 DK7944.hand held GPS observations or other comparable positioning techniques
 DK7944.and have an estimated accuracy of +/- 3 meters.
 DK7944
 DK7944.The orthometric height was determined by differential leveling and
 DK7944.adjusted by the NATIONAL GEODETIC SURVEY
 DK7944.in January 2009.
 DK7944
 DK7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7944.GEOID18 height accuracy estimate available here.
 DK7944
 DK7944.Click photographs - Photos may exist for this station.
 DK7944
 DK7944.The dynamic height is computed by dividing the NAVD 88
 DK7944.geopotential number by the normal gravity value computed on the
 DK7944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7944.degrees latitude (g = 980.6199 gals.).
 DK7944
 DK7944.The modeled gravity was interpolated from observed gravity values.
 DK7944
 DK7944;                    North         East    Units  Estimated Accuracy
 DK7944;SPC MI S     -    82,614.6   3,882,110.0     MT  (+/- 3 meters HH1 GPS) 
 DK7944
 DK7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9943176543(NAD 83)
 DK7944
 DK7944                          SUPERSEDED SURVEY CONTROL
 DK7944
 DK7944.No superseded survey control is available for this station.
 DK7944
 DK7944_MARKER: DD = SURVEY DISK
 DK7944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7944_STAMPING: 80609 2008
 DK7944_MARK LOGO: MIDT
 DK7944_PROJECTION: FLUSH
 DK7944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7944+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2023
 DK7944
 DK7944  HISTORY     - Date     Condition        Report By
 DK7944  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7944  HISTORY     - 20230103 GOOD             MIDT
 DK7944
 DK7944                          STATION DESCRIPTION
 DK7944
 DK7944'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7944'THE STATION IS LOCATED 11.5 MI (18.5 KM) SOUTHWEST OF KALAMAZOO AND
 DK7944'5.0 MI (8.0 KM) EAST-NORTHEAST OF PAW PAW, MI.
 DK7944'
 DK7944'TO REACH THE STATION FROM THE JUNCTION OF RED ARROW HIGHWAY WITH CR
 DK7944'652 LOCATED APPROXIMATELY 11 MI (17.7 KM) SOUTHWEST OF THE CITY OF
 DK7944'KALAMAZOO, MI, GO SOUTHWEST ON RED ARROW HIGHWAY FOR 0.5 MI (0.8 KM)
 DK7944'TO 25TH STREET ON THE LEFT, TURN LEFT AND GO SOUTH ON 25TH STREET FOR
 DK7944'270 FT (82.3 M) TO THE STATION ON THE RIGHT.
 DK7944'
 DK7944'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7944'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7944'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 70 FT (21.3 M)
 DK7944'NORTH OF CENTER OF DRIVEWAY OPENING --50744--, 9.5 FT (2.9 M) WEST OF
 DK7944'EDGE OF PAVEMENT OF 25TH STREET, AND 3 FT (0.9 M) EAST OF AN ORANGE
 DK7944'CARSONITE WITNESS POST.
 DK7944
 DK7944                          STATION RECOVERY (2023)
 DK7944
 DK7944'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DK7944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7945 ***********************************************************************
 DK7945  DESIGNATION -  80610
 DK7945  PID         -  DK7945
 DK7945  STATE/COUNTY-  MI/VAN BUREN
 DK7945  COUNTRY     -  US
 DK7945  USGS QUAD   -  LAWTON (2017)
 DK7945
 DK7945                         *CURRENT SURVEY CONTROL
 DK7945  ______________________________________________________________________
 DK7945* NAD 83(2011) POSITION- 42 14 20.49862(N) 085 46 33.03000(W)   ADJUSTED
 DK7945* NAD 83(2011) ELLIP HT-   218.236 (meters)        (06/27/12)   ADJUSTED
 DK7945* NAD 83(2011) EPOCH   -  2010.00
 DK7945* NAVD 88 ORTHO HEIGHT -   251.205 (meters)      824.16  (feet) ADJUSTED
 DK7945  ______________________________________________________________________
 DK7945  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 DK7945  NAD 83(2011) X  -    348,358.067 (meters)                     COMP
 DK7945  NAD 83(2011) Y  - -4,716,506.690 (meters)                     COMP
 DK7945  NAD 83(2011) Z  -  4,265,444.004 (meters)                     COMP
 DK7945  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 DK7945  DYNAMIC HEIGHT  -        251.127 (meters)      823.91  (feet) COMP
 DK7945  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 DK7945
 DK7945  VERT ORDER      -  FIRST     CLASS II
 DK7945
 DK7945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7945  Standards:
 DK7945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7945  -------------------------------------------------------------------
 DK7945  NETWORK    0.34   0.59           0.15   0.13   0.30      0.04683138
 DK7945  -------------------------------------------------------------------
 DK7945  Click here for local accuracies and other accuracy information.
 DK7945
 DK7945.The horizontal coordinates were established by GPS observations
 DK7945.and adjusted by the National Geodetic Survey in June 2012.
 DK7945
 DK7945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7945.been affixed to the stable North American tectonic plate. See 
 DK7945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7945
 DK7945.The horizontal coordinates are valid at the epoch date displayed above
 DK7945.which is a decimal equivalence of Year/Month/Day.
 DK7945
 DK7945.The orthometric height was determined by differential leveling and
 DK7945.adjusted by the NATIONAL GEODETIC SURVEY
 DK7945.in January 2009.
 DK7945
 DK7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7945.GEOID18 height accuracy estimate available here.
 DK7945
 DK7945.Click photographs - Photos may exist for this station.
 DK7945
 DK7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7945
 DK7945.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7945
 DK7945.The ellipsoidal height was determined by GPS observations
 DK7945.and is referenced to NAD 83.
 DK7945
 DK7945.The dynamic height is computed by dividing the NAVD 88
 DK7945.geopotential number by the normal gravity value computed on the
 DK7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7945.degrees latitude (g = 980.6199 gals.).
 DK7945
 DK7945.The modeled gravity was interpolated from observed gravity values.
 DK7945
 DK7945. The following values were computed from the NAD 83(2011) position.
 DK7945
 DK7945;                    North         East     Units Scale Factor Converg.
 DK7945;SPC MI S     -    83,063.360 3,883,695.649   MT  0.99996998   -0 57 32.3
 DK7945;SPC MI S     -   272,517.59 12,741,783.63   iFT  0.99996998   -0 57 32.3
 DK7945;UTM  16      - 4,677,041.098   601,002.339   MT  0.99972552   +0 49 22.7
 DK7945
 DK7945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7945!SPC MI S     -   0.99996577  x   0.99996998  =   0.99993575
 DK7945!UTM  16      -   0.99996577  x   0.99972552  =   0.99969130
 DK7945
 DK7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0100277041(NAD 83)
 DK7945
 DK7945                          SUPERSEDED SURVEY CONTROL
 DK7945
 DK7945  NAD 83(2007)-  42 14 20.49867(N)    085 46 33.03074(W) AD(2002.00) 1
 DK7945  ELLIP H (03/25/09)  218.240  (m)                       GP(2002.00) 4 1
 DK7945
 DK7945.Superseded values are not recommended for survey control.
 DK7945
 DK7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7945.See file dsdata.pdf to determine how the superseded data were derived.
 DK7945
 DK7945_MARKER: DD = SURVEY DISK
 DK7945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7945_STAMPING: 80610 2008
 DK7945_MARK LOGO: MIDT
 DK7945_PROJECTION: FLUSH
 DK7945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7945+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK7945
 DK7945  HISTORY     - Date     Condition        Report By
 DK7945  HISTORY     - 20080630 MONUMENTED       COLEM
 DK7945
 DK7945                          STATION DESCRIPTION
 DK7945
 DK7945'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DK7945'THE STATION IS LOCATED 10.5 MI (16.9 KM) SOUTHWEST OF KALAMAZOO AND
 DK7945'6.0 MI (9.7 KM) EAST-NORTHEAST OF PAW PAW, MI.
 DK7945'
 DK7945'TO REACH THE STATION FROM THE JUNCTION OF RED ARROW HIGHWAY WITH CR
 DK7945'652 LOCATED APPROXIMATELY 11 MI (17.7 KM) SOUTHWEST OF THE CITY OF
 DK7945'KALAMAZOO, MI, GO NORTHEAST ON RED ARROW HIGHWAY FOR 0.5 MI (0.8 KM)
 DK7945'TO 23RD STREET ON THE RIGHT AND THE STATION ON THE RIGHT.
 DK7945'
 DK7945'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DK7945'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DK7945'CONCRETE POST SET TO A DEPTH OF 8 FT.  THE STATION IS 180 FT (54.9 M)
 DK7945'NORTH OF EXTENDED CENTER OF DRIVEWAY OPENING --49719--, 85 FT (25.9 M)
 DK7945'SOUTH OF EDGE OF PAVEMENT OF RED ARROW HIGHWAY, 7 FT (2.1 M) WEST OF
 DK7945'EDGE OF PAVEMENT OF 23RD STREET, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DK7945'CARSONITE WITNESS POST.
 DK7945'
 DK7945'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DK7945'IN THE EAST EXTENDING TO 65 DEGREES ABOVE THE HORIZON AND TREES IN THE
 DK7945'SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6939 ***********************************************************************
 DQ6939  DESIGNATION -  80611
 DQ6939  PID         -  DQ6939
 DQ6939  STATE/COUNTY-  MI/VAN BUREN
 DQ6939  COUNTRY     -  US
 DQ6939  USGS QUAD   -  COLOMA (2017)
 DQ6939
 DQ6939                         *CURRENT SURVEY CONTROL
 DQ6939  ______________________________________________________________________
 DQ6939* NAD 83(1986) POSITION- 42 14 36.73   (N) 086 21 27.34   (W)   HD_HELD1
 DQ6939* NAVD 88 ORTHO HEIGHT -   189.921 (meters)      623.10  (feet) ADJUSTED
 DQ6939  ______________________________________________________________________
 DQ6939  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 DQ6939  DYNAMIC HEIGHT  -        189.862 (meters)      622.91  (feet) COMP
 DQ6939  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 DQ6939
 DQ6939  VERT ORDER      -  FIRST     CLASS II
 DQ6939
 DQ6939.The horizontal coordinates were determined by differentially corrected
 DQ6939.hand held GPS observations or other comparable positioning techniques
 DQ6939.and have an estimated accuracy of +/- 3 meters.
 DQ6939
 DQ6939.The orthometric height was determined by differential leveling and
 DQ6939.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6939.in May 2018.
 DQ6939
 DQ6939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6939.GEOID18 height accuracy estimate available here.
 DQ6939
 DQ6939.Click photographs - Photos may exist for this station.
 DQ6939
 DQ6939.The dynamic height is computed by dividing the NAVD 88
 DQ6939.geopotential number by the normal gravity value computed on the
 DQ6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6939.degrees latitude (g = 980.6199 gals.).
 DQ6939
 DQ6939.The modeled gravity was interpolated from observed gravity values.
 DQ6939
 DQ6939;                    North         East    Units  Estimated Accuracy
 DQ6939;SPC MI S     -    84,533.5   3,835,701.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6939
 DQ6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5299977016(NAD 83)
 DQ6939
 DQ6939                          SUPERSEDED SURVEY CONTROL
 DQ6939
 DQ6939.No superseded survey control is available for this station.
 DQ6939
 DQ6939_MARKER: F = FLANGE-ENCASED ROD
 DQ6939_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6939_STAMPING: 80611 2012
 DQ6939_MARK LOGO: NONE
 DQ6939_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ6939+STABILITY: POSITION/ELEVATION WELL
 DQ6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6939+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 DQ6939_ROD/PIPE-DEPTH: 11.4 meters
 DQ6939_SLEEVE-DEPTH  : 1.2 meters
 DQ6939
 DQ6939  HISTORY     - Date     Condition        Report By
 DQ6939  HISTORY     - 20120618 MONUMENTED       MIDT
 DQ6939
 DQ6939                          STATION DESCRIPTION
 DQ6939
 DQ6939'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6939'THE STATION IS 5.94 MI (9.56 KM) SOUTHWEST OF COVERT, 6.36 MI (10.23
 DQ6939'KM) NORTHWEST OF WATERVLIET AND 10.06 MI (16.19 KM) NORTHEAST OF
 DQ6939'BENTON HARBOR.
 DQ6939'
 DQ6939'TRUNK HIGHWAY STATION IS LOCATED IN COVERT TOWNSHIP, MICHIGAN.
 DQ6939'
 DQ6939'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6939'AND CR 378 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 4.9 MI (7.9
 DQ6939'KM) TO STATION ON THE LEFT.
 DQ6939'
 DQ6939'THE STATION IS 68.5 FT (20.9 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6939'STAR HIGHWAY (M63), 19.3 FT (5.9 M) NORTHWEST OF A WOODEN TELEPHONE
 DQ6939'POLE LABELED 'V422-171', 106.1 FT (32.3 M) NORTHEAST OF A SIREN POLE
 DQ6939'LABELED '43', 36.35 FT (11.1 M) SOUTHWEST FROM THE CENTER OF THE
 DQ6939'TECHNISAND DRIVEWAY AND 1.15 FT (0.4 M) WEST OF AN ORANGE CARSONITE
 DQ6939'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6940 ***********************************************************************
 DQ6940  DESIGNATION -  80612
 DQ6940  PID         -  DQ6940
 DQ6940  STATE/COUNTY-  MI/VAN BUREN
 DQ6940  COUNTRY     -  US
 DQ6940  USGS QUAD   -  COVERT (2017)
 DQ6940
 DQ6940                         *CURRENT SURVEY CONTROL
 DQ6940  ______________________________________________________________________
 DQ6940* NAD 83(1986) POSITION- 42 15 24.83   (N) 086 20 25.08   (W)   HD_HELD1
 DQ6940* NAVD 88 ORTHO HEIGHT -   190.165 (meters)      623.90  (feet) ADJUSTED
 DQ6940  ______________________________________________________________________
 DQ6940  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 DQ6940  DYNAMIC HEIGHT  -        190.105 (meters)      623.70  (feet) COMP
 DQ6940  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 DQ6940
 DQ6940  VERT ORDER      -  FIRST     CLASS II
 DQ6940
 DQ6940.The horizontal coordinates were determined by differentially corrected
 DQ6940.hand held GPS observations or other comparable positioning techniques
 DQ6940.and have an estimated accuracy of +/- 3 meters.
 DQ6940
 DQ6940.The orthometric height was determined by differential leveling and
 DQ6940.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6940.in May 2018.
 DQ6940
 DQ6940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6940.GEOID18 height accuracy estimate available here.
 DQ6940
 DQ6940.Click photographs - Photos may exist for this station.
 DQ6940
 DQ6940.The dynamic height is computed by dividing the NAVD 88
 DQ6940.geopotential number by the normal gravity value computed on the
 DQ6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6940.degrees latitude (g = 980.6199 gals.).
 DQ6940
 DQ6940.The modeled gravity was interpolated from observed gravity values.
 DQ6940
 DQ6940;                    North         East    Units  Estimated Accuracy
 DQ6940;SPC MI S     -    85,983.6   3,837,162.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6940
 DQ6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5441478510(NAD 83)
 DQ6940
 DQ6940                          SUPERSEDED SURVEY CONTROL
 DQ6940
 DQ6940.No superseded survey control is available for this station.
 DQ6940
 DQ6940_MARKER: F = FLANGE-ENCASED ROD
 DQ6940_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6940_STAMPING: 80612 2012
 DQ6940_MARK LOGO: NONE
 DQ6940_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6940+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 DQ6940_ROD/PIPE-DEPTH: 8.1 meters
 DQ6940_SLEEVE-DEPTH  : 1.2 meters
 DQ6940
 DQ6940  HISTORY     - Date     Condition        Report By
 DQ6940  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6940
 DQ6940                          STATION DESCRIPTION
 DQ6940
 DQ6940'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6940'THE STATION IS 9.61 MI (15.46 KM) NORTHEAST OF HARTFORD, 10.77 MI
 DQ6940'(17.33 KM) SOUTHWEST OF SOUTH HAVEN AND 11.38 MI (18.31 KM) NORTHEAST
 DQ6940'OF BENTON HARBOR.
 DQ6940'
 DQ6940'THE STATION IS LOCATED IN COVERT TOWNSHIP, MI.
 DQ6940'
 DQ6940'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6940'AND CR 378 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 3.5 MI (5.6
 DQ6940'KM) TO STATION ON THE LEFT.
 DQ6940'
 DQ6940'THE STATION IS 48.8 FT (14.9 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6940'STAR HIGHWAY (M63), 148.25 FT (45.2 M) NORTHEAST OF THE CENTERLINE OF
 DQ6940'CR 376, 102 FT (31.1 M) NORTHWEST OF THE CENTERLINE OF CR 376, 189.6
 DQ6940'FT (57.8 M) NORTHEAST OF A WOODEN TELEPHONE POLE LABELED 'V422134',
 DQ6940'218 FT (66.4 M) SOUTHWEST OF A POWER POLE LABELED 'VB423-46' AND 1 FT
 DQ6940'(0.3 M) NORTHWEST FROM AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6941 ***********************************************************************
 DQ6941  DESIGNATION -  80613
 DQ6941  PID         -  DQ6941
 DQ6941  STATE/COUNTY-  MI/VAN BUREN
 DQ6941  COUNTRY     -  US
 DQ6941  USGS QUAD   -  COVERT (2017)
 DQ6941
 DQ6941                         *CURRENT SURVEY CONTROL
 DQ6941  ______________________________________________________________________
 DQ6941* NAD 83(1986) POSITION- 42 16 35.74   (N) 086 19 58.98   (W)   HD_HELD1
 DQ6941* NAVD 88 ORTHO HEIGHT -   189.649 (meters)      622.21  (feet) ADJUSTED
 DQ6941  ______________________________________________________________________
 DQ6941  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 DQ6941  DYNAMIC HEIGHT  -        189.591 (meters)      622.02  (feet) COMP
 DQ6941  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 DQ6941
 DQ6941  VERT ORDER      -  FIRST     CLASS II
 DQ6941
 DQ6941.The horizontal coordinates were determined by differentially corrected
 DQ6941.hand held GPS observations or other comparable positioning techniques
 DQ6941.and have an estimated accuracy of +/- 3 meters.
 DQ6941
 DQ6941.The orthometric height was determined by differential leveling and
 DQ6941.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6941.in May 2018.
 DQ6941
 DQ6941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6941.GEOID18 height accuracy estimate available here.
 DQ6941
 DQ6941.Click photographs - Photos may exist for this station.
 DQ6941
 DQ6941.The dynamic height is computed by dividing the NAVD 88
 DQ6941.geopotential number by the normal gravity value computed on the
 DQ6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6941.degrees latitude (g = 980.6199 gals.).
 DQ6941
 DQ6941.The modeled gravity was interpolated from observed gravity values.
 DQ6941
 DQ6941;                    North         East    Units  Estimated Accuracy
 DQ6941;SPC MI S     -    88,156.9   3,837,811.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6941
 DQ6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5499580702(NAD 83)
 DQ6941
 DQ6941                          SUPERSEDED SURVEY CONTROL
 DQ6941
 DQ6941.No superseded survey control is available for this station.
 DQ6941
 DQ6941_MARKER: F = FLANGE-ENCASED ROD
 DQ6941_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6941_STAMPING: 80613 2012
 DQ6941_MARK LOGO: NONE
 DQ6941_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6941+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 DQ6941_ROD/PIPE-DEPTH: 18.3 meters
 DQ6941_SLEEVE-DEPTH  : 1.2 meters
 DQ6941
 DQ6941  HISTORY     - Date     Condition        Report By
 DQ6941  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6941
 DQ6941                          STATION DESCRIPTION
 DQ6941
 DQ6941'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6941'THE STATION IS 7.21 MI (11.60 KM) NORTHWEST OF WATERVLIET, 9.28 MI
 DQ6941'(14.93 KM) SOUTHWEST OF SOUTH HAVEN AND 11.58 MI (18.63 KM) SOUTHWEST
 DQ6941'OF BANGOR.
 DQ6941'
 DQ6941'THE STATION IS LOCATED IN COVERT TOWNSHIP, MICHIGAN.
 DQ6941'
 DQ6941'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6941'AND CR 378, HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 2 MI (3.2
 DQ6941'KM) TO THE STATION ON THE LEFT.
 DQ6941'
 DQ6941'THE STATION IS 147.8 FT (45.0 M) NORTHEAST OF A FIRE HYDRANT LABELED
 DQ6941''207', 41.7 FT (12.7 M) SOUTHEAST OF THE CENTERLINE OF BLUE STAR
 DQ6941'HIGHWAY (M63), 221.2 FT (67.4 M) SOUTH-SOUTHWEST OF A TELEPHONE
 DQ6941'PEDESTAL LABELED 'L137 31718 FT (9667.7 M) AND 1 FT (0.3 M) NORTHWEST
 DQ6941'OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6942 ***********************************************************************
 DQ6942  DESIGNATION -  80614
 DQ6942  PID         -  DQ6942
 DQ6942  STATE/COUNTY-  MI/VAN BUREN
 DQ6942  COUNTRY     -  US
 DQ6942  USGS QUAD   -  COVERT (2017)
 DQ6942
 DQ6942                         *CURRENT SURVEY CONTROL
 DQ6942  ______________________________________________________________________
 DQ6942* NAD 83(1986) POSITION- 42 17 28.02   (N) 086 19 12.40   (W)   HD_HELD1
 DQ6942* NAVD 88 ORTHO HEIGHT -   200.469 (meters)      657.71  (feet) ADJUSTED
 DQ6942  ______________________________________________________________________
 DQ6942  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 DQ6942  DYNAMIC HEIGHT  -        200.408 (meters)      657.51  (feet) COMP
 DQ6942  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 DQ6942
 DQ6942  VERT ORDER      -  FIRST     CLASS II
 DQ6942
 DQ6942.The horizontal coordinates were determined by differentially corrected
 DQ6942.hand held GPS observations or other comparable positioning techniques
 DQ6942.and have an estimated accuracy of +/- 3 meters.
 DQ6942
 DQ6942.The orthometric height was determined by differential leveling and
 DQ6942.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6942.in May 2018.
 DQ6942
 DQ6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6942.GEOID18 height accuracy estimate available here.
 DQ6942
 DQ6942.Click photographs - Photos may exist for this station.
 DQ6942
 DQ6942.The dynamic height is computed by dividing the NAVD 88
 DQ6942.geopotential number by the normal gravity value computed on the
 DQ6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6942.degrees latitude (g = 980.6199 gals.).
 DQ6942
 DQ6942.The modeled gravity was interpolated from observed gravity values.
 DQ6942
 DQ6942;                    North         East    Units  Estimated Accuracy
 DQ6942;SPC MI S     -    89,744.6   3,838,916.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6942
 DQ6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5604982323(NAD 83)
 DQ6942
 DQ6942                          SUPERSEDED SURVEY CONTROL
 DQ6942
 DQ6942.No superseded survey control is available for this station.
 DQ6942
 DQ6942_MARKER: F = FLANGE-ENCASED ROD
 DQ6942_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6942_STAMPING: 80614 2012
 DQ6942_MARK LOGO: NONE
 DQ6942_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6942+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2025
 DQ6942_ROD/PIPE-DEPTH: 24.0 meters
 DQ6942_SLEEVE-DEPTH  : 1.2 meters
 DQ6942
 DQ6942  HISTORY     - Date     Condition        Report By
 DQ6942  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6942  HISTORY     - 20250710 GOOD             MIDT
 DQ6942
 DQ6942                          STATION DESCRIPTION
 DQ6942
 DQ6942'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6942'THE STATION IS 8.18 MI (13.16 KM) SOUTHWEST OF SOUTH HAVEN, 10.77
 DQ6942'SOUTHWEST OF BANGOR AND 13.97 MI (22.48 KM) NORTHEAST OF BENTON
 DQ6942'HARBOR.
 DQ6942'
 DQ6942'THE STATION IS LOCATED IN COVERT TOWNSHIP, MICHIGAN.
 DQ6942'
 DQ6942'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6942'AND CR 378 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY FOR 0.78 MI (1.26 KM)
 DQ6942'TO THE STATION ON THE LEFT.
 DQ6942'
 DQ6942'THE STATION IS 273.9 FT (83.5 M) NORTH OF A FIRE HYDRANT LABELED
 DQ6942''202', 37.6 FT (11.5 M) EAST OF THE CENTERLINE OF BLUE STAR HIGHWAY
 DQ6942'(M63), 55.2 FT (16.8 M) SOUTHWEST OF A YELLOW NATURE PRESERVE SIGN AND
 DQ6942'1.1 FT (0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6942
 DQ6942                          STATION RECOVERY (2025)
 DQ6942
 DQ6942'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DQ6942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6943 ***********************************************************************
 DQ6943  DESIGNATION -  80615
 DQ6943  PID         -  DQ6943
 DQ6943  STATE/COUNTY-  MI/VAN BUREN
 DQ6943  COUNTRY     -  US
 DQ6943  USGS QUAD   -  COVERT (2017)
 DQ6943
 DQ6943                         *CURRENT SURVEY CONTROL
 DQ6943  ______________________________________________________________________
 DQ6943* NAD 83(1986) POSITION- 42 18 23.22   (N) 086 18 40.67   (W)   HD_HELD1
 DQ6943* NAVD 88 ORTHO HEIGHT -   197.195 (meters)      646.96  (feet) ADJUSTED
 DQ6943  ______________________________________________________________________
 DQ6943  GEOID HEIGHT    -        -33.532 (meters)                     GEOID18
 DQ6943  DYNAMIC HEIGHT  -        197.135 (meters)      646.77  (feet) COMP
 DQ6943  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DQ6943
 DQ6943  VERT ORDER      -  FIRST     CLASS II
 DQ6943
 DQ6943.The horizontal coordinates were determined by differentially corrected
 DQ6943.hand held GPS observations or other comparable positioning techniques
 DQ6943.and have an estimated accuracy of +/- 3 meters.
 DQ6943
 DQ6943.The orthometric height was determined by differential leveling and
 DQ6943.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6943.in May 2018.
 DQ6943
 DQ6943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6943.GEOID18 height accuracy estimate available here.
 DQ6943
 DQ6943.Click photographs - Photos may exist for this station.
 DQ6943
 DQ6943.The dynamic height is computed by dividing the NAVD 88
 DQ6943.geopotential number by the normal gravity value computed on the
 DQ6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6943.degrees latitude (g = 980.6199 gals.).
 DQ6943
 DQ6943.The modeled gravity was interpolated from observed gravity values.
 DQ6943
 DQ6943;                    North         East    Units  Estimated Accuracy
 DQ6943;SPC MI S     -    91,430.5   3,839,682.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6943
 DQ6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5676284031(NAD 83)
 DQ6943
 DQ6943                          SUPERSEDED SURVEY CONTROL
 DQ6943
 DQ6943.No superseded survey control is available for this station.
 DQ6943
 DQ6943_MARKER: F = FLANGE-ENCASED ROD
 DQ6943_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6943_STAMPING: 80615 2012
 DQ6943_MARK LOGO: NONE
 DQ6943_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6943+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 DQ6943_ROD/PIPE-DEPTH: 22.2 meters
 DQ6943_SLEEVE-DEPTH  : 1.2 meters
 DQ6943
 DQ6943  HISTORY     - Date     Condition        Report By
 DQ6943  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6943
 DQ6943                          STATION DESCRIPTION
 DQ6943
 DQ6943'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6943'THE STATION IS 7 MI (11.3 KM) SOUTHWEST OF SOUTH HAVEN, 10.2 MI (16.4
 DQ6943'KM) WEST OF BANGOR AND 15.05 MI (24.22 KM) NORTHEAST OF BENTON HARBOR.
 DQ6943'THE STATION IS LOCATED IN COVERT TOWNSHIP, MICHIGAN.
 DQ6943'
 DQ6943'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6943'AND BUSINESS 196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 6 MI
 DQ6943'(9.7 KM) TO THE STATION ON THE LEFT.
 DQ6943'
 DQ6943'THE STATION IS 35.5 FT (10.8 M) SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6943'STAR HIGHWAY (M63), 155 FT (47.2 M) SOUTHWEST OF A POWER POLE LABELED
 DQ6943''V300-265', 48.4 FT (14.8 M) NORTHEAST OF A POWER POLE LABELED
 DQ6943''V300-264' AND 1 FT (0.3 M) NORTHWEST OF AN ORANGE CARSONITE WITNESS
 DQ6943'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6944 ***********************************************************************
 DQ6944  DESIGNATION -  80616
 DQ6944  PID         -  DQ6944
 DQ6944  STATE/COUNTY-  MI/VAN BUREN
 DQ6944  COUNTRY     -  US
 DQ6944  USGS QUAD   -  COVERT (2017)
 DQ6944
 DQ6944                         *CURRENT SURVEY CONTROL
 DQ6944  ______________________________________________________________________
 DQ6944* NAD 83(1986) POSITION- 42 19 23.40   (N) 086 17 54.57   (W)   HD_HELD1
 DQ6944* NAVD 88 ORTHO HEIGHT -   188.691 (meters)      619.06  (feet) ADJUSTED
 DQ6944  ______________________________________________________________________
 DQ6944  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 DQ6944  DYNAMIC HEIGHT  -        188.634 (meters)      618.88  (feet) COMP
 DQ6944  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 DQ6944
 DQ6944  VERT ORDER      -  FIRST     CLASS II
 DQ6944
 DQ6944.The horizontal coordinates were determined by differentially corrected
 DQ6944.hand held GPS observations or other comparable positioning techniques
 DQ6944.and have an estimated accuracy of +/- 3 meters.
 DQ6944
 DQ6944.The orthometric height was determined by differential leveling and
 DQ6944.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6944.in May 2018.
 DQ6944
 DQ6944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6944.GEOID18 height accuracy estimate available here.
 DQ6944
 DQ6944.Click photographs - Photos may exist for this station.
 DQ6944
 DQ6944.The dynamic height is computed by dividing the NAVD 88
 DQ6944.geopotential number by the normal gravity value computed on the
 DQ6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6944.degrees latitude (g = 980.6199 gals.).
 DQ6944
 DQ6944.The modeled gravity was interpolated from observed gravity values.
 DQ6944
 DQ6944;                    North         East    Units  Estimated Accuracy
 DQ6944;SPC MI S     -    93,262.5   3,840,780.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6944
 DQ6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5780285896(NAD 83)
 DQ6944
 DQ6944                          SUPERSEDED SURVEY CONTROL
 DQ6944
 DQ6944.No superseded survey control is available for this station.
 DQ6944
 DQ6944_MARKER: F = FLANGE-ENCASED ROD
 DQ6944_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6944_STAMPING: 80616 2012
 DQ6944_MARK LOGO: NONE
 DQ6944_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6944+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 DQ6944_ROD/PIPE-DEPTH: 8.7 meters
 DQ6944_SLEEVE-DEPTH  : 1.2 meters
 DQ6944
 DQ6944  HISTORY     - Date     Condition        Report By
 DQ6944  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6944
 DQ6944                          STATION DESCRIPTION
 DQ6944
 DQ6944'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6944'THE STATION IS 5.66 MI (9.11 KM) SOUTH OF SOUTH HAVEN, 9.51 MI (15.30
 DQ6944'KM) WEST OF BANGOR AND 9.58 MI (15.41 KM) NORTHWEST OF WATERVLIET.
 DQ6944'
 DQ6944'THE STATION IS LOCATED IN COVERT TOWNSHIP, MICHIGAN.
 DQ6944'
 DQ6944'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6944'AND BUSINESS 196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 4.6 MI
 DQ6944'(7.4 KM) TO THE STATION ON THE LEFT.
 DQ6944'
 DQ6944'THE STATION IS 4.9 FT (1.5 M) WEST-SOUTHWEST OF A RIGHT OF WAY FENCE,
 DQ6944'44.3 FT (13.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF BLUE STAR HIGHWAY
 DQ6944'(M63), 160.5 FT (48.9 M) SOUTH OF A TELEPHONE BOX LABELED '27470',
 DQ6944'177.1 FT (54.0 M) NORTHEAST OF A POWER POLE LABELED 'V271-103' AND 1
 DQ6944'FT (0.3 M) WEST-SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6945 ***********************************************************************
 DQ6945  DESIGNATION -  80617
 DQ6945  PID         -  DQ6945
 DQ6945  STATE/COUNTY-  MI/VAN BUREN
 DQ6945  COUNTRY     -  US
 DQ6945  USGS QUAD   -  COVERT (2017)
 DQ6945
 DQ6945                         *CURRENT SURVEY CONTROL
 DQ6945  ______________________________________________________________________
 DQ6945* NAD 83(1986) POSITION- 42 20 29.61   (N) 086 17 31.15   (W)   HD_HELD1
 DQ6945* NAVD 88 ORTHO HEIGHT -   189.795 (meters)      622.69  (feet) ADJUSTED
 DQ6945  ______________________________________________________________________
 DQ6945  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 DQ6945  DYNAMIC HEIGHT  -        189.738 (meters)      622.50  (feet) COMP
 DQ6945  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 DQ6945
 DQ6945  VERT ORDER      -  FIRST     CLASS II
 DQ6945
 DQ6945.The horizontal coordinates were determined by differentially corrected
 DQ6945.hand held GPS observations or other comparable positioning techniques
 DQ6945.and have an estimated accuracy of +/- 3 meters.
 DQ6945
 DQ6945.The orthometric height was determined by differential leveling and
 DQ6945.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6945.in May 2018.
 DQ6945
 DQ6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6945.GEOID18 height accuracy estimate available here.
 DQ6945
 DQ6945.Click photographs - Photos may exist for this station.
 DQ6945
 DQ6945.The dynamic height is computed by dividing the NAVD 88
 DQ6945.geopotential number by the normal gravity value computed on the
 DQ6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6945.degrees latitude (g = 980.6199 gals.).
 DQ6945
 DQ6945.The modeled gravity was interpolated from observed gravity values.
 DQ6945
 DQ6945;                    North         East    Units  Estimated Accuracy
 DQ6945;SPC MI S     -    95,292.5   3,841,363.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6945
 DQ6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5832187942(NAD 83)
 DQ6945
 DQ6945                          SUPERSEDED SURVEY CONTROL
 DQ6945
 DQ6945.No superseded survey control is available for this station.
 DQ6945
 DQ6945_MARKER: F = FLANGE-ENCASED ROD
 DQ6945_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6945_STAMPING: 80617 2012
 DQ6945_MARK LOGO: NONE
 DQ6945_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6945+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2022
 DQ6945_ROD/PIPE-DEPTH: 8.2 meters
 DQ6945_SLEEVE-DEPTH  : 1.2 meters
 DQ6945
 DQ6945  HISTORY     - Date     Condition        Report By
 DQ6945  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6945  HISTORY     - 20220418 GOOD             MIDT
 DQ6945
 DQ6945                          STATION DESCRIPTION
 DQ6945
 DQ6945'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6945'THE STATION IS 4.36 MI (7.02 KM) SOUTH OF SOUTH HAVEN, 9.42 MI (15.16
 DQ6945'KM) NORTHWEST OF BANGOR AND 10.78 MI (17.35 KM) NORTH OF COLOMA.
 DQ6945'
 DQ6945'THE STATION IS LOCATED IN SOUTH HAVEN CHARTER TOWNSHIP, MICHIGAN.
 DQ6945'
 DQ6945'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6945'AND BUSINESS 196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 3.23
 DQ6945'MI (5.20 KM) TO THE STATION ON THE LEFT.
 DQ6945'
 DQ6945'THE STATION IS 20 FT (6.1 M) NORTHWEST OF THE CENTERLINE OF THE VAN
 DQ6945'BUREN TRAIL, 37 FT (11.3 M) EAST OF THE CENTERLINE OF BLUE STAR
 DQ6945'HIGHWAY (M63), 57.1 FT (17.4 M) NORTH-NORTHEAST OF WHERE THE
 DQ6945'CENTERLINE OF THE VAN BUREN TRAIL INTERSECTS WITH THE EAST EDGE OF THE
 DQ6945'PAVEMENT OF THE NORTHBOUND LANE OF BLUE STAR HIGHWAY (M63) AND 1 FT
 DQ6945'(0.3 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DQ6945
 DQ6945                          STATION RECOVERY (2022)
 DQ6945
 DQ6945'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 DQ6945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6946 ***********************************************************************
 DQ6946  DESIGNATION -  80618
 DQ6946  PID         -  DQ6946
 DQ6946  STATE/COUNTY-  MI/VAN BUREN
 DQ6946  COUNTRY     -  US
 DQ6946  USGS QUAD   -  COVERT (2017)
 DQ6946
 DQ6946                         *CURRENT SURVEY CONTROL
 DQ6946  ______________________________________________________________________
 DQ6946* NAD 83(1986) POSITION- 42 21 46.85   (N) 086 17 05.72   (W)   HD_HELD1
 DQ6946* NAVD 88 ORTHO HEIGHT -   188.881 (meters)      619.69  (feet) ADJUSTED
 DQ6946  ______________________________________________________________________
 DQ6946  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 DQ6946  DYNAMIC HEIGHT  -        188.825 (meters)      619.50  (feet) COMP
 DQ6946  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 DQ6946
 DQ6946  VERT ORDER      -  FIRST     CLASS II
 DQ6946
 DQ6946.The horizontal coordinates were determined by differentially corrected
 DQ6946.hand held GPS observations or other comparable positioning techniques
 DQ6946.and have an estimated accuracy of +/- 3 meters.
 DQ6946
 DQ6946.The orthometric height was determined by differential leveling and
 DQ6946.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6946.in May 2018.
 DQ6946
 DQ6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6946.GEOID18 height accuracy estimate available here.
 DQ6946
 DQ6946.Click photographs - Photos may exist for this station.
 DQ6946
 DQ6946.The dynamic height is computed by dividing the NAVD 88
 DQ6946.geopotential number by the normal gravity value computed on the
 DQ6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6946.degrees latitude (g = 980.6199 gals.).
 DQ6946
 DQ6946.The modeled gravity was interpolated from observed gravity values.
 DQ6946
 DQ6946;                    North         East    Units  Estimated Accuracy
 DQ6946;SPC MI S     -    97,661.8   3,841,999.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6946
 DQ6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5888390330(NAD 83)
 DQ6946
 DQ6946                          SUPERSEDED SURVEY CONTROL
 DQ6946
 DQ6946.No superseded survey control is available for this station.
 DQ6946
 DQ6946_MARKER: F = FLANGE-ENCASED ROD
 DQ6946_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6946_STAMPING: 80618 2012
 DQ6946_MARK LOGO: NONE
 DQ6946_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6946+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 DQ6946_ROD/PIPE-DEPTH: 7.9 meters
 DQ6946_SLEEVE-DEPTH  : 1.2 meters
 DQ6946
 DQ6946  HISTORY     - Date     Condition        Report By
 DQ6946  HISTORY     - 20120614 MONUMENTED       MIDT
 DQ6946  HISTORY     - 20230213 GOOD             MIDT
 DQ6946
 DQ6946                          STATION DESCRIPTION
 DQ6946
 DQ6946'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6946'THE STATION IS 2.87 MI (4.62 KM) SOUTH OF SOUTH HAVEN, 4.9 MI (7.9 KM)
 DQ6946'NORTH OF COVERT AND 19.09 MI (30.72 KM) NORTHEAST OF BENTON HARBOR.
 DQ6946'
 DQ6946'THE STATION IS LOCATED IN SOUTH HAVEN CHARTER TOWNSHIP, MICHIGAN.
 DQ6946'
 DQ6946'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6946'AND BUSINESS 196 HEAD SOUTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 1.67
 DQ6946'MI (2.69 KM) TO THE STATION ON THE LEFT (IN YARD OF ADDRESS 15119 BLUE
 DQ6946'STAR HIGHWAY).
 DQ6946'
 DQ6946'THE STATION IS 43 FT (13.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF BLUE
 DQ6946'STAR HIGHWAY (M63), 78 FT (23.8 M) NORTH-NORTHEAST OF A POWER POLE
 DQ6946'LABELED 'K697 4-46', 100 FT (30.5 M) SOUTH-SOUTHWEST OF THE SOUTH EDGE
 DQ6946'OF THE NORTH DRIVEWAY ENTRANCE OF ADDRESS 15119 BLUE STAR HIGHWAY
 DQ6946'(M63) AND 13.6 FT (4.1 M) EAST-SOUTHEAST OF AN ORANGE CARSONITE
 DQ6946'WITNESS POST.
 DQ6946
 DQ6946                          STATION RECOVERY (2023)
 DQ6946
 DQ6946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 DQ6946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6950 ***********************************************************************
 DQ6950  DESIGNATION -  80619
 DQ6950  PID         -  DQ6950
 DQ6950  STATE/COUNTY-  MI/VAN BUREN
 DQ6950  COUNTRY     -  US
 DQ6950  USGS QUAD   -  SOUTH HAVEN (2017)
 DQ6950
 DQ6950                         *CURRENT SURVEY CONTROL
 DQ6950  ______________________________________________________________________
 DQ6950* NAD 83(1986) POSITION- 42 24 42.15   (N) 086 15 33.31   (W)   HD_HELD1
 DQ6950* NAVD 88 ORTHO HEIGHT -   184.526 (meters)      605.40  (feet) ADJUSTED
 DQ6950  ______________________________________________________________________
 DQ6950  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 DQ6950  DYNAMIC HEIGHT  -        184.472 (meters)      605.22  (feet) COMP
 DQ6950  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 DQ6950
 DQ6950  VERT ORDER      -  FIRST     CLASS II
 DQ6950
 DQ6950.The horizontal coordinates were determined by differentially corrected
 DQ6950.hand held GPS observations or other comparable positioning techniques
 DQ6950.and have an estimated accuracy of +/- 3 meters.
 DQ6950
 DQ6950.The orthometric height was determined by differential leveling and
 DQ6950.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6950.in May 2018.
 DQ6950
 DQ6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6950.GEOID18 height accuracy estimate available here.
 DQ6950
 DQ6950.Click photographs - Photos may exist for this station.
 DQ6950
 DQ6950.The dynamic height is computed by dividing the NAVD 88
 DQ6950.geopotential number by the normal gravity value computed on the
 DQ6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6950.degrees latitude (g = 980.6199 gals.).
 DQ6950
 DQ6950.The modeled gravity was interpolated from observed gravity values.
 DQ6950
 DQ6950;                    North         East    Units  Estimated Accuracy
 DQ6950;SPC MI S     -   103,021.3   3,844,235.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6950
 DQ6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6095095755(NAD 83)
 DQ6950
 DQ6950                          SUPERSEDED SURVEY CONTROL
 DQ6950
 DQ6950.No superseded survey control is available for this station.
 DQ6950
 DQ6950_MARKER: F = FLANGE-ENCASED ROD
 DQ6950_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ6950_STAMPING: 2012 80619
 DQ6950_MARK LOGO: NONE
 DQ6950_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6950+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2012
 DQ6950_ROD/PIPE-DEPTH: 5.7 meters
 DQ6950_SLEEVE-DEPTH  : 1.2 meters
 DQ6950
 DQ6950  HISTORY     - Date     Condition        Report By
 DQ6950  HISTORY     - 20120604 MONUMENTED       MIDT
 DQ6950
 DQ6950                          STATION DESCRIPTION
 DQ6950
 DQ6950'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6950'THE STATION IS 8.14 MI (13.10 KM) NORTH OF COVERT, 9.55 MI (15.37 KM)
 DQ6950'WEST OF GRAND JUNCTION AND 14.97 MI (24.09 KM) SOUTHWEST OF FENNVILLE.
 DQ6950'THE STATION IS LOCATED IN SOUTH HAVEN CHARTER TOWNSHIP, MICHIGAN.
 DQ6950'
 DQ6950'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6950'AND PHOENIX ROAD HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 0.57
 DQ6950'MI (0.92 KM) TO THE STATION ON THE RIGHT.
 DQ6950'
 DQ6950'THE STATION IS 42 FT (12.8 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DQ6950'LANE OF BLUE STAR HIGHWAY (M63), 99 FT (30.2 M) SOUTH-SOUTHEAST OF A
 DQ6950'POWER POLE LABELED '300-740', 17.6 FT (5.4 M) NORTHWEST OF THE NORTH
 DQ6950'END OF A GUARDRAIL ON THE WEST SIDE OF THE SOUTHBOUND LANE OF BLUE
 DQ6950'STAR HIGHWAY (M63) AND 1 FT (0.3 M) EAST OF AN ORANGE CARSONITE
 DQ6950'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8107 ***********************************************************************
 AA8107  PACS        -  This is a Primary Airport Control Station.
 AA8107  DESIGNATION -  80D A
 AA8107  PID         -  AA8107
 AA8107  STATE/COUNTY-  MI/CLARE
 AA8107  COUNTRY     -  US
 AA8107  USGS QUAD   -  HARRISON (2017)
 AA8107
 AA8107                         *CURRENT SURVEY CONTROL
 AA8107  ______________________________________________________________________
 AA8107* NAD 83(2011) POSITION- 44 03 10.82210(N) 084 48 30.63439(W)   ADJUSTED
 AA8107* NAD 83(2011) ELLIP HT-   314.294 (meters)        (06/27/12)   ADJUSTED
 AA8107* NAD 83(2011) EPOCH   -  2010.00
 AA8107* NAVD 88 ORTHO HEIGHT -   347.994 (meters)     1141.71  (feet) ADJUSTED
 AA8107  ______________________________________________________________________
 AA8107  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 AA8107  NAD 83(2011) X  -    415,470.227 (meters)                     COMP
 AA8107  NAD 83(2011) Y  - -4,572,773.502 (meters)                     COMP
 AA8107  NAD 83(2011) Z  -  4,412,544.921 (meters)                     COMP
 AA8107  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 AA8107  DYNAMIC HEIGHT  -        347.931 (meters)     1141.50  (feet) COMP
 AA8107  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 AA8107
 AA8107  VERT ORDER      -  FIRST     CLASS II
 AA8107
 AA8107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8107  Standards:
 AA8107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8107  -------------------------------------------------------------------
 AA8107  NETWORK    1.11   2.88           0.50   0.40   1.47     -0.00635635
 AA8107  -------------------------------------------------------------------
 AA8107  Click here for local accuracies and other accuracy information.
 AA8107
 AA8107.This mark is at Clare County Airport (80D)
 AA8107
 AA8107.The horizontal coordinates were established by GPS observations
 AA8107.and adjusted by the National Geodetic Survey in June 2012.
 AA8107
 AA8107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8107.been affixed to the stable North American tectonic plate. See 
 AA8107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8107
 AA8107.The horizontal coordinates are valid at the epoch date displayed above
 AA8107.which is a decimal equivalence of Year/Month/Day.
 AA8107
 AA8107.The orthometric height was determined by differential leveling and
 AA8107.adjusted by the NATIONAL GEODETIC SURVEY
 AA8107.in April 2012.
 AA8107
 AA8107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8107.GEOID18 height accuracy estimate available here.
 AA8107
 AA8107.Click photographs - Photos may exist for this station.
 AA8107
 AA8107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8107
 AA8107.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8107
 AA8107.The ellipsoidal height was determined by GPS observations
 AA8107.and is referenced to NAD 83.
 AA8107
 AA8107.The dynamic height is computed by dividing the NAVD 88
 AA8107.geopotential number by the normal gravity value computed on the
 AA8107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8107.degrees latitude (g = 980.6199 gals.).
 AA8107
 AA8107.The modeled gravity was interpolated from observed gravity values.
 AA8107
 AA8107. The following values were computed from the NAD 83(2011) position.
 AA8107
 AA8107;                    North         East     Units Scale Factor Converg.
 AA8107;SPC MI C     -    81,921.180 5,964,592.057   MT  1.00003242   -0 18 43.6
 AA8107;SPC MI C     -   268,770.28 19,568,871.58   iFT  1.00003242   -0 18 43.6
 AA8107;UTM  16      - 4,880,095.066   675,545.781   MT  0.99997902   +1 31 27.1
 AA8107
 AA8107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8107!SPC MI C     -   0.99995072  x   1.00003242  =   0.99998314
 AA8107!UTM  16      -   0.99995072  x   0.99997902  =   0.99992974
 AA8107
 AA8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7554580095(NAD 83)
 AA8107
 AA8107                          SUPERSEDED SURVEY CONTROL
 AA8107
 AA8107  NAD 83(2007)-  44 03 10.82233(N)    084 48 30.63516(W) AD(2002.00) 0
 AA8107  ELLIP H (02/10/07)  314.308  (m)                       GP(2002.00)    
 AA8107  ELLIP H (07/12/02)  314.304  (m)                       GP(       ) 4 2
 AA8107  NAD 83(1994)-  44 03 10.82244(N)    084 48 30.63532(W) AD(       ) B
 AA8107  ELLIP H (09/20/95)  314.334  (m)                       GP(       ) 1 2
 AA8107  NAVD 88 (09/20/95)  348.00   (m)  GEOID93  model used  GPS OBS        
 AA8107
 AA8107.Superseded values are not recommended for survey control.
 AA8107
 AA8107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8107.See file dsdata.pdf to determine how the superseded data were derived.
 AA8107
 AA8107_MARKER: F = FLANGE-ENCASED ROD
 AA8107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8107_STAMPING: 80D A 1994
 AA8107_MARK LOGO: NGS
 AA8107_PROJECTION: RECESSED 15 CENTIMETERS
 AA8107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8107+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 AA8107_ROD/PIPE-DEPTH: 21.3 meters
 AA8107_SLEEVE-DEPTH  : 1.2 meters
 AA8107
 AA8107  HISTORY     - Date     Condition        Report By
 AA8107  HISTORY     - 1994     MONUMENTED       NGS
 AA8107  HISTORY     - 20010927 GOOD             USPSQD
 AA8107  HISTORY     - 20070528 GOOD             GEOCAC
 AA8107  HISTORY     - 20070607 GOOD             INDIV
 AA8107  HISTORY     - 20090429 GOOD             MIDT
 AA8107  HISTORY     - 20200630 GOOD             MIDT
 AA8107
 AA8107                          STATION DESCRIPTION
 AA8107
 AA8107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8107'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 4
 AA8107'KM (2.50 MI) NORTH OF HARRISON, ALONG THE EAST PERIMETER FENCE AT THE
 AA8107'CLARE COUNTY AIRPORT, ADJACENT TO THE SMALL OFFICE BUILDING, ON THE
 AA8107'EAST EDGE OF SECTION 8, T 19 N, R 4 W.  OWNERSHIP--COUNTY OF CLARE,
 AA8107'HARRISON MI 48625.  AIRPORT MANAGER IS CARL ROWE, PHONE 517-539-9235.
 AA8107'TO REACH FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 27 BUSINESS AND
 AA8107'STATE HIGHWAY 61 IN HARRISON, GO NORTH ON HIGHWAY 27 BUSINESS FOR 3.09
 AA8107'KM (1.90 MI) TO A CROSSROAD, CRANBERRY LAKE ROAD. CONTINUE AHEAD FOR
 AA8107'0.80 KM (0.50 MI) TO FIR ROAD ON THE RIGHT AND THE AIRPORT OFFICE ON
 AA8107'THE LEFT.  TURN LEFT, THEN LEFT AGAIN, SOUTH, ON A TRACK ROAD INSIDE
 AA8107'THE FENCE FOR 20 M (65.6 FT) TO THE STATION ALONG THE FENCE.  ACCESS
 AA8107'COVER IS FLUSH WITH THE GROUND.  STATION IS 0.9 M (3.0 FT) WEST OF A
 AA8107'FIBERGLASS WITNESS POST SET IN THE FENCE LINE, 24.9 M (81.7 FT) SOUTH
 AA8107'OF THE EXTENDED CENTER OF FIR ROAD, 13.1 M (43.0 FT) SOUTH OF A LARGE
 AA8107'WOODEN POST AT THE NORTH END OF THE FENCE LINE, 4.5 M (14.8 FT) EAST
 AA8107'OF THE TRACK ROAD CENTER, AND 24.7 M (81.0 FT) SOUTHEAST OF THE
 AA8107'SOUTHEAST CORNER OF THE PORCH TO THE AIRPORT OFFICE.  DESCRIBED BY
 AA8107'G.R.  HEID.
 AA8107
 AA8107                          STATION RECOVERY (2001)
 AA8107
 AA8107'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AA8107'RECOVERED IN GOOD CONDITION.
 AA8107
 AA8107                          STATION RECOVERY (2007)
 AA8107
 AA8107'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 AA8107'RECOVERED IN GOOD CONDITION.
 AA8107
 AA8107                          STATION RECOVERY (2007)
 AA8107
 AA8107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WC)
 AA8107'RECOVERED IN GOOD CONDITION
 AA8107
 AA8107                          STATION RECOVERY (2009)
 AA8107
 AA8107'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 AA8107'FOUND GOOD CONDITION
 AA8107
 AA8107                          STATION RECOVERY (2020)
 AA8107
 AA8107'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 AA8107'THE MARK IS LOCATED 26 FT (7.9 M) SOUTH OF THE SOUTHERN MOST POST FOR
 AA8107'A SIGN MARKED 'BERTRAND MEMORIAL FIELD', 51.75 FT (15.8 M) NORTH OF
 AA8107'THE EASTERN-MOST POST FOR A SIGN MARKED 'CLARE COUNTY AIRPORT', 1.5 FT
 AA8107'(0.5 M) EAST OF A WELL CAP SURROUNDED BY YELLOW POSTS, 39 FT (11.9 M)
 AA8107'FROM THE SOUTHERN CORNER OF AN AIRPORT SHED, 3 FT (0.9 M) WEST OF
 AA8107'ORANGE CARSONITE WITNESS POST MOUNTED TO A CHAIN LINK FENCE.  THE MARK
 AA8107'IS 3.5 INCHES (9 CM) BELOW GROUND SURFACE TO THE LID, 5.75 INCHES (15
 AA8107'CM) BELOW GROUND SURFACE TO ROD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6844 ***********************************************************************
 AA6844  DESIGNATION -  81 252
 AA6844  PID         -  AA6844
 AA6844  STATE/COUNTY-  MI/WAYNE
 AA6844  COUNTRY     -  US
 AA6844  USGS QUAD   -  DEARBORN (2017)
 AA6844
 AA6844                         *CURRENT SURVEY CONTROL
 AA6844  ______________________________________________________________________
 AA6844* NAD 83(2011) POSITION- 42 21 04.26067(N) 083 11 12.43831(W)   ADJUSTED
 AA6844* NAD 83(2011) ELLIP HT-   150.904 (meters)        (06/27/12)   ADJUSTED
 AA6844* NAD 83(2011) EPOCH   -  2010.00
 AA6844* NAVD 88 ORTHO HEIGHT -   185.2   (meters)      608.    (feet) GPS OBS
 AA6844  ______________________________________________________________________
 AA6844  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6844  GEOID HEIGHT    -         -34.29 (meters)                     GEOID93
 AA6844  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 AA6844  NAD 83(2011) X  -    560,056.585 (meters)                     COMP
 AA6844  NAD 83(2011) Y  - -4,687,581.871 (meters)                     COMP
 AA6844  NAD 83(2011) Z  -  4,274,614.141 (meters)                     COMP
 AA6844  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 AA6844
 AA6844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6844  Standards:
 AA6844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6844  -------------------------------------------------------------------
 AA6844  NETWORK    1.18   1.33           0.54   0.41   0.68     -0.03270339
 AA6844  -------------------------------------------------------------------
 AA6844  Click here for local accuracies and other accuracy information.
 AA6844
 AA6844.The horizontal coordinates were established by GPS observations
 AA6844.and adjusted by the National Geodetic Survey in June 2012.
 AA6844
 AA6844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6844.been affixed to the stable North American tectonic plate. See 
 AA6844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6844
 AA6844.The horizontal coordinates are valid at the epoch date displayed above
 AA6844.which is a decimal equivalence of Year/Month/Day.
 AA6844
 AA6844.The orthometric height was determined by GPS observations and a
 AA6844.high-resolution geoid model.
 AA6844
 AA6844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6844.GEOID18 height accuracy estimate available here.
 AA6844
 AA6844.Click photographs - Photos may exist for this station.
 AA6844
 AA6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6844
 AA6844.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6844
 AA6844.The ellipsoidal height was determined by GPS observations
 AA6844.and is referenced to NAD 83.
 AA6844
 AA6844. The following values were computed from the NAD 83(2011) position.
 AA6844
 AA6844;                    North         East     Units Scale Factor Converg.
 AA6844;SPC MI S     -    95,228.844 4,097,206.437   MT  0.99995000   +0 48 10.6
 AA6844;SPC MI S     -   312,430.59 13,442,278.34   iFT  0.99995000   +0 48 10.6
 AA6844;UTM  17      - 4,691,084.993   319,890.466   MT  0.99999915   -1 28 24.9
 AA6844
 AA6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6844!SPC MI S     -   0.99997633  x   0.99995000  =   0.99992633
 AA6844!UTM  17      -   0.99997633  x   0.99999915  =   0.99997548
 AA6844
 AA6844:                Primary Azimuth Mark                     Grid Az
 AA6844:SPC MI S     -  81 255                                   087 34 38.7
 AA6844:UTM  17      -  81 255                                   089 51 14.2
 AA6844
 AA6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1989091084(NAD 83)
 AA6844
 AA6844|---------------------------------------------------------------------|
 AA6844| PID    Reference Object                     Distance      Geod. Az  |
 AA6844|                                                           dddmmss.s |
 AA6844| AA6849 81 255                              APPROX. 0.8 KM 0882249.3 |
 AA6844|---------------------------------------------------------------------|
 AA6844
 AA6844                          SUPERSEDED SURVEY CONTROL
 AA6844
 AA6844  NAD 83(2007)-  42 21 04.26084(N)    083 11 12.43917(W) AD(2002.00) 0
 AA6844  ELLIP H (02/10/07)  150.897  (m)                       GP(2002.00)    
 AA6844  ELLIP H (07/12/02)  150.932  (m)                       GP(       ) 4 1
 AA6844  NAD 83(1994)-  42 21 04.26090(N)    083 11 12.43890(W) AD(       ) 1
 AA6844  ELLIP H (02/03/97)  150.970  (m)                       GP(       ) 4 1
 AA6844  NAD 83(1986)-  42 21 04.26543(N)    083 11 12.46989(W) AD(       ) 1
 AA6844
 AA6844.Superseded values are not recommended for survey control.
 AA6844
 AA6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6844.See file dsdata.pdf to determine how the superseded data were derived.
 AA6844
 AA6844_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6844_STAMPING: 81-252 1960
 AA6844_MARK LOGO: MI-163
 AA6844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6844+STABILITY: SURFACE MOTION
 AA6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6844+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 AA6844
 AA6844  HISTORY     - Date     Condition        Report By
 AA6844  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6844  HISTORY     - 20011212 GOOD             INDIV
 AA6844  HISTORY     - 20030303 GOOD             WILCOX
 AA6844  HISTORY     - 20051216 GOOD             INDIV
 AA6844  HISTORY     - 20061205 GOOD             INDIV
 AA6844
 AA6844                          STATION DESCRIPTION
 AA6844
 AA6844'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6844'STATION IS LOCATED ABOUT 7 MILESWEST OF DOWNTOWN DETROIT ON TIREMAN
 AA6844'STREET AT HUBBELL ROAD. TO REACH FROM M-39 (SOUTHFIELD EXPRESSWAY) AND
 AA6844'JOY ROAD (EXIT 9) PROCEED EAST 1 MILEON JOY ROAD TO GREENFIELD ROAD,
 AA6844'THENCE GO SOUTH ON GREENFIELD 0.5 MILESTO TIREMAN ROAD,  THENCE GO
 AA6844'EAST 0.5 MILESON TIREMAN TO HUBBELL ROAD AND THE STATION IN THE
 AA6844'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6844'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6844'CAST IRON MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT
 AA6844'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF
 AA6844'TIREMAN IS S 0 W,  38.3 FEET,  CENTERLINE OF HUBBELL ROAD IS N 90 W,
 AA6844'33.2 FEET.
 AA6844
 AA6844                          STATION RECOVERY (2001)
 AA6844
 AA6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6844'RECOVERED IN GOOD CONDITION.
 AA6844
 AA6844                          STATION RECOVERY (2003)
 AA6844
 AA6844'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6844'RECOVERED IN GOOD CONDITION.
 AA6844
 AA6844                          STATION RECOVERY (2005)
 AA6844
 AA6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6844'RECOVERED IN GOOD CONDITION.
 AA6844
 AA6844                          STATION RECOVERY (2006)
 AA6844
 AA6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CAA)
 AA6844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6849 ***********************************************************************
 AA6849  DESIGNATION -  81 255
 AA6849  PID         -  AA6849
 AA6849  STATE/COUNTY-  MI/WAYNE
 AA6849  COUNTRY     -  US
 AA6849  USGS QUAD   -  DEARBORN (2017)
 AA6849
 AA6849                         *CURRENT SURVEY CONTROL
 AA6849  ______________________________________________________________________
 AA6849* NAD 83(2011) POSITION- 42 21 04.99621(N) 083 10 37.29694(W)   ADJUSTED
 AA6849* NAD 83(2011) ELLIP HT-   150.901 (meters)        (06/27/12)   ADJUSTED
 AA6849* NAD 83(2011) EPOCH   -  2010.00
 AA6849* NAVD 88 ORTHO HEIGHT -   185.2   (meters)      608.    (feet) GPS OBS
 AA6849  ______________________________________________________________________
 AA6849  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6849  GEOID HEIGHT    -         -34.31 (meters)                     GEOID93
 AA6849  GEOID HEIGHT    -        -34.399 (meters)                     GEOID18
 AA6849  NAD 83(2011) X  -    560,853.384 (meters)                     COMP
 AA6849  NAD 83(2011) Y  - -4,687,471.203 (meters)                     COMP
 AA6849  NAD 83(2011) Z  -  4,274,630.912 (meters)                     COMP
 AA6849  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 AA6849
 AA6849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6849  Standards:
 AA6849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6849  -------------------------------------------------------------------
 AA6849  NETWORK    2.05   1.86           0.92   0.70   0.95      0.31441988
 AA6849  -------------------------------------------------------------------
 AA6849  Click here for local accuracies and other accuracy information.
 AA6849
 AA6849.The horizontal coordinates were established by GPS observations
 AA6849.and adjusted by the National Geodetic Survey in June 2012.
 AA6849
 AA6849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6849.been affixed to the stable North American tectonic plate. See 
 AA6849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6849
 AA6849.The horizontal coordinates are valid at the epoch date displayed above
 AA6849.which is a decimal equivalence of Year/Month/Day.
 AA6849
 AA6849.The orthometric height was determined by GPS observations and a
 AA6849.high-resolution geoid model.
 AA6849
 AA6849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6849.GEOID18 height accuracy estimate available here.
 AA6849
 AA6849.Click photographs - Photos may exist for this station.
 AA6849
 AA6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6849
 AA6849.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6849
 AA6849.The ellipsoidal height was determined by GPS observations
 AA6849.and is referenced to NAD 83.
 AA6849
 AA6849. The following values were computed from the NAD 83(2011) position.
 AA6849
 AA6849;                    North         East     Units Scale Factor Converg.
 AA6849;SPC MI S     -    95,262.853 4,098,010.282   MT  0.99994997   +0 48 34.5
 AA6849;SPC MI S     -   312,542.17 13,444,915.62   iFT  0.99994997   +0 48 34.5
 AA6849;UTM  17      - 4,691,087.044   320,695.065   MT  0.99999559   -1 28 01.2
 AA6849
 AA6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6849!SPC MI S     -   0.99997633  x   0.99994997  =   0.99992631
 AA6849!UTM  17      -   0.99997633  x   0.99999559  =   0.99997192
 AA6849
 AA6849:                Primary Azimuth Mark                     Grid Az
 AA6849:SPC MI S     -  81 252                                   267 34 38.4
 AA6849:UTM  17      -  81 252                                   269 51 14.1
 AA6849
 AA6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2069591087(NAD 83)
 AA6849
 AA6849|---------------------------------------------------------------------|
 AA6849| PID    Reference Object                     Distance      Geod. Az  |
 AA6849|                                                           dddmmss.s |
 AA6849| AA6844 81 252                              APPROX. 0.8 KM 2682312.9 |
 AA6849|---------------------------------------------------------------------|
 AA6849
 AA6849                          SUPERSEDED SURVEY CONTROL
 AA6849
 AA6849  NAD 83(2007)-  42 21 04.99637(N)    083 10 37.29780(W) AD(2002.00) 0
 AA6849  ELLIP H (02/10/07)  150.895  (m)                       GP(2002.00)    
 AA6849  ELLIP H (07/12/02)  150.934  (m)                       GP(       ) 4 1
 AA6849  NAD 83(1994)-  42 21 04.99629(N)    083 10 37.29767(W) AD(       ) 1
 AA6849  ELLIP H (02/03/97)  150.980  (m)                       GP(       ) 4 1
 AA6849  NAD 83(1986)-  42 21 05.00076(N)    083 10 37.32851(W) AD(       ) 1
 AA6849
 AA6849.Superseded values are not recommended for survey control.
 AA6849
 AA6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6849.See file dsdata.pdf to determine how the superseded data were derived.
 AA6849
 AA6849_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6849_STAMPING: 81-255 1960
 AA6849_MARK LOGO: MI-163
 AA6849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6849+STABILITY: SURFACE MOTION
 AA6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6849+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 AA6849
 AA6849  HISTORY     - Date     Condition        Report By
 AA6849  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6849  HISTORY     - 20030109 GOOD             INDIV
 AA6849
 AA6849                          STATION DESCRIPTION
 AA6849
 AA6849'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6849'STATION IS LOCATED ABOUT 7 MILESWEST OF DOWNTOWN DETROIT ON TIREMAN
 AA6849'STREET AT SCHAEFFER ROAD. TO REACH FROM M-39 (SOUTHFIELD EXPRESSWAY)
 AA6849'AND JOY ROAD (EXIT 9) PROCEED EAST 1 MILEON JOY ROAD TO GREENFIELD
 AA6849'ROAD, THENCE GO SOUTH ON GREENFIELD 0.5 MILESTO TIREMAN ROAD, THENCE
 AA6849'GO EAST 1 MILEON TIREMAN TO SCHAEFFER ROAD AND THE STATION IN THE
 AA6849'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6849'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6849'CAST IRON MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT
 AA6849'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF
 AA6849'TIREMAN IS S 0 W,  39.3 FEET,  CENTERLINE OF SCHAEFFER ROAD IS N 90 W,
 AA6849'39.2 FEET.
 AA6849
 AA6849                          STATION RECOVERY (2003)
 AA6849
 AA6849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AA6849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1306 ***********************************************************************
 RJ1306  DESIGNATION -  81 C5W 220
 RJ1306  PID         -  RJ1306
 RJ1306  STATE/COUNTY-  MI/CHIPPEWA
 RJ1306  COUNTRY     -  US
 RJ1306  USGS QUAD   -  OAK RIDGE (2017)
 RJ1306
 RJ1306                         *CURRENT SURVEY CONTROL
 RJ1306  ______________________________________________________________________
 RJ1306* NAD 83(1994) POSITION- 46 17 33.68303(N) 084 12 42.55433(W)   ADJUSTED
 RJ1306* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1306  ______________________________________________________________________
 RJ1306  GEOID HEIGHT    -        -36.508 (meters)                     GEOID18
 RJ1306  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 RJ1306  HORZ ORDER      -  SECOND
 RJ1306
 RJ1306.The horizontal coordinates were established by classical geodetic methods
 RJ1306.and adjusted by the National Geodetic Survey in February 1997.
 RJ1306
 RJ1306.The orthometric height was scaled from a topographic map.
 RJ1306
 RJ1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1306.GEOID18 height accuracy estimate available here.
 RJ1306
 RJ1306.Click photographs - Photos may exist for this station.
 RJ1306
 RJ1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1306
 RJ1306. The following values were computed from the NAD 83(1994) position.
 RJ1306
 RJ1306;                    North         East     Units Scale Factor Converg.
 RJ1306;SPC MI N     -   171,533.488 8,214,774.756   MT  0.99990284   +2 00 55.0
 RJ1306;SPC MI N     -   562,773.91 26,951,360.75   iFT  0.99990284   +2 00 55.0
 RJ1306;UTM  16      - 5,130,346.808   714,750.260   MT  1.00016694   +2 00 58.6
 RJ1306
 RJ1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1306!SPC MI N     -   0.99997673  x   0.99990284  =   0.99987957
 RJ1306!UTM  16      -   0.99997673  x   1.00016694  =   1.00014367
 RJ1306
 RJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475030346(NAD 83)
 RJ1306
 RJ1306                          SUPERSEDED SURVEY CONTROL
 RJ1306
 RJ1306  NAD 83(1986)-  46 17 33.67453(N)    084 12 42.55078(W) AD(       ) 2
 RJ1306
 RJ1306.Superseded values are not recommended for survey control.
 RJ1306
 RJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1306.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1306
 RJ1306_MARKER: DS = TRIANGULATION STATION DISK
 RJ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1306+STABILITY: SURFACE MOTION
 RJ1306
 RJ1306  HISTORY     - Date     Condition        Report By
 RJ1306  HISTORY     - 1988     MONUMENTED       USACE
 RJ1306
 RJ1306                          STATION DESCRIPTION
 RJ1306
 RJ1306'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1306'THE STATION IS LOCATED ABOUT 24.9 KM (15.5 MI) SOUTH-SOUTHEAST OF
 RJ1306'SAULT STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1306'41.0 KM
 RJ1306'(25.5 MI) NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 16,
 RJ1306'THIBERT PLAT OF OAK RIDGE PARK, SEC 17, T45N-R2E.
 RJ1306'OWNERSHIP---PAUL J. AND ANN MARIE LANDINI
 RJ1306'
 RJ1306'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1306'4.3 KM
 RJ1306'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR
 RJ1306'3.7 KM
 RJ1306'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE RIVER,
 RJ1306'ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND
 RJ1306'FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1306'BY BOAT DOWNRIVER FOR 20 MINUTES
 RJ1306'TO NEEBISH ISLAND WHERE THE STATION IS LOCATED.
 RJ1306'
 RJ1306'THE STATION IS A STANDARD COE DISK
 RJ1306'STAMPED---C5W-220 1988---, ATTACHED TO REBAR AND
 RJ1306'SET INTO A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND,
 RJ1306'LOCATED 4.9 METERS (16 FT) EAST OF WATER, UNDER A METAL TRIPOD
 RJ1306'WITH WHITE BOARDS.
 RJ1306'
 RJ1306'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0400 ***********************************************************************
 OK0400  DESIGNATION -  811 MICH
 OK0400  PID         -  OK0400
 OK0400  STATE/COUNTY-  MI/NEWAYGO
 OK0400  COUNTRY     -  US
 OK0400  USGS QUAD   -  FREMONT (2017)
 OK0400
 OK0400                         *CURRENT SURVEY CONTROL
 OK0400  ______________________________________________________________________
 OK0400* NAD 83(1986) POSITION- 43 28 02.     (N) 085 56 41.     (W)   SCALED
 OK0400* NAVD 88 ORTHO HEIGHT -   246.898 (meters)      810.03  (feet) ADJUSTED
 OK0400  ______________________________________________________________________
 OK0400  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 OK0400  DYNAMIC HEIGHT  -        246.847 (meters)      809.86  (feet) COMP
 OK0400  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 OK0400
 OK0400  VERT ORDER      -  SECOND    CLASS 0
 OK0400
 OK0400.The horizontal coordinates were scaled from a map and have
 OK0400.an estimated accuracy of +/- 6 seconds.
 OK0400
 OK0400.The orthometric height was determined by differential leveling and
 OK0400.adjusted by the NATIONAL GEODETIC SURVEY
 OK0400.in June 1991.
 OK0400
 OK0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0400.GEOID18 height accuracy estimate available here.
 OK0400
 OK0400.Click photographs - Photos may exist for this station.
 OK0400
 OK0400.The dynamic height is computed by dividing the NAVD 88
 OK0400.geopotential number by the normal gravity value computed on the
 OK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0400.degrees latitude (g = 980.6199 gals.).
 OK0400
 OK0400.The modeled gravity was interpolated from observed gravity values.
 OK0400
 OK0400;                    North         East    Units  Estimated Accuracy
 OK0400;SPC MI S     -   219,720.    3,872,320.      MT  (+/- 180 meters Scaled)
 OK0400
 OK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP853132(NAD 83)
 OK0400
 OK0400                          SUPERSEDED SURVEY CONTROL
 OK0400
 OK0400  NGVD 29 (??/??/92)  247.010  (m)          810.40   (f) ADJ UNCH    2 0
 OK0400
 OK0400.Superseded values are not recommended for survey control.
 OK0400
 OK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0400.See file dsdata.pdf to determine how the superseded data were derived.
 OK0400
 OK0400_MARKER: DD = SURVEY DISK
 OK0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0400_SP_SET: BASE OF STONE COLUMN
 OK0400_STAMPING: 811 MICH 1929
 OK0400_MARK LOGO: USGS
 OK0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0400+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 OK0400
 OK0400  HISTORY     - Date     Condition        Report By
 OK0400  HISTORY     - 1929     MONUMENTED       USGS
 OK0400  HISTORY     - 1934     GOOD             CGS
 OK0400  HISTORY     - 1987     GOOD             USPSQD
 OK0400  HISTORY     - 1988     GOOD             USPSQD
 OK0400  HISTORY     - 19910809 GOOD             MIDT
 OK0400  HISTORY     - 19950902 GOOD             USPSQD
 OK0400  HISTORY     - 20021005 GOOD             USPSQD
 OK0400  HISTORY     - 20040309 GOOD             USPSQD
 OK0400  HISTORY     - 20180529 GOOD             MIDT
 OK0400
 OK0400                          STATION DESCRIPTION
 OK0400
 OK0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0400'AT FREMONT.
 OK0400'AT FREMONT, NEWAYGO COUNTY,AT THE SOUTHWEST CORNER OF THE
 OK0400'INTERSECTION OF MAIN AND DIVISION STREETS, IN THE FRONT OF THE
 OK0400'OLD STATE BANK, NEAR THE NORTHEAST CORNER, AND IN THE TOP OF THE
 OK0400'NORTHEAST CORNER OF THE BASE OF THE EAST STONE COLUMN, 2.9 FEET
 OK0400'HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 OK0400'STANDARD DISK, STAMPED 811 MICH. 1929.
 OK0400
 OK0400                          STATION RECOVERY (1987)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLP)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (1988)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (1991)
 OK0400
 OK0400'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (RC)
 OK0400'RECOVERED AS DESCRIBED.
 OK0400
 OK0400                          STATION RECOVERY (1995)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (2002)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (2004)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (2018)
 OK0400
 OK0400'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 OK0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1554 ***********************************************************************
 NE1554  DESIGNATION -  81200
 NE1554  PID         -  NE1554
 NE1554  STATE/COUNTY-  MI/WASHTENAW
 NE1554  COUNTRY     -  US
 NE1554  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE1554
 NE1554                         *CURRENT SURVEY CONTROL
 NE1554  ______________________________________________________________________
 NE1554* NAD 83(2011) POSITION- 42 17 53.87568(N) 083 47 14.25780(W)   ADJUSTED
 NE1554* NAD 83(2011) ELLIP HT-   261.996 (meters)        (06/27/12)   ADJUSTED
 NE1554* NAD 83(2011) EPOCH   -  2010.00
 NE1554* NAVD 88 ORTHO HEIGHT -   295.878 (meters)      970.73  (feet) ADJUSTED
 NE1554  ______________________________________________________________________
 NE1554  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 NE1554  NAD 83(2011) X  -    511,334.090 (meters)                     COMP
 NE1554  NAD 83(2011) Y  - -4,697,208.126 (meters)                     COMP
 NE1554  NAD 83(2011) Z  -  4,270,345.611 (meters)                     COMP
 NE1554  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 NE1554  DYNAMIC HEIGHT  -        295.785 (meters)      970.42  (feet) COMP
 NE1554  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 NE1554
 NE1554  VERT ORDER      -  SECOND    CLASS II
 NE1554
 NE1554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1554  Standards:
 NE1554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1554  -------------------------------------------------------------------
 NE1554  NETWORK    1.79   2.86           0.79   0.66   1.46      0.05695797
 NE1554  -------------------------------------------------------------------
 NE1554  Click here for local accuracies and other accuracy information.
 NE1554
 NE1554.The horizontal coordinates were established by GPS observations
 NE1554.and adjusted by the National Geodetic Survey in June 2012.
 NE1554
 NE1554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1554.been affixed to the stable North American tectonic plate. See 
 NE1554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1554
 NE1554.The horizontal coordinates are valid at the epoch date displayed above
 NE1554.which is a decimal equivalence of Year/Month/Day.
 NE1554
 NE1554.The orthometric height was determined by differential leveling and
 NE1554.adjusted by the NATIONAL GEODETIC SURVEY
 NE1554.in August 1995.
 NE1554
 NE1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1554.GEOID18 height accuracy estimate available here.
 NE1554
 NE1554.Click photographs - Photos may exist for this station.
 NE1554
 NE1554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1554
 NE1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1554
 NE1554.The ellipsoidal height was determined by GPS observations
 NE1554.and is referenced to NAD 83.
 NE1554
 NE1554.The dynamic height is computed by dividing the NAVD 88
 NE1554.geopotential number by the normal gravity value computed on the
 NE1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1554.degrees latitude (g = 980.6199 gals.).
 NE1554
 NE1554.The modeled gravity was interpolated from observed gravity values.
 NE1554
 NE1554. The following values were computed from the NAD 83(2011) position.
 NE1554
 NE1554;                    North         East     Units Scale Factor Converg.
 NE1554;SPC MI S     -    88,837.943 4,047,774.304   MT  0.99995895   +0 23 39.4
 NE1554;SPC MI S     -   291,463.07 13,280,099.42   iFT  0.99995895   +0 23 39.4
 NE1554;UTM  17      - 4,686,659.589   270,235.507   MT  1.00024960   -1 52 35.9
 NE1554
 NE1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1554!SPC MI S     -   0.99995891  x   0.99995895  =   0.99991786
 NE1554!UTM  17      -   0.99995891  x   1.00024960  =   1.00020850
 NE1554
 NE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7023586659(NAD 83)
 NE1554
 NE1554                          SUPERSEDED SURVEY CONTROL
 NE1554
 NE1554  NAD 83(2007)-  42 17 53.87584(N)    083 47 14.25855(W) AD(2002.00) 0
 NE1554  ELLIP H (02/10/07)  262.018  (m)                       GP(2002.00)    
 NE1554  ELLIP H (07/12/02)  262.070  (m)                       GP(       ) 4 1
 NE1554  NAD 83(1994)-  42 17 53.87606(N)    083 47 14.25732(W) AD(       ) 1
 NE1554  ELLIP H (02/03/97)  262.100  (m)                       GP(       ) 4 1
 NE1554  NAD 83(1986)-  42 17 53.88088(N)    083 47 14.28324(W) AD(       ) 1
 NE1554  NAD 83(1986)-  42 17 53.88019(N)    083 47 14.28253(W) AD(       ) 1
 NE1554  NAVD 88 (09/30/91)  295.9    (m)  UNKNOWN  model used  GPS OBS        
 NE1554  NGVD 29 (03/27/91)  296.1    (m)  OSU 89B  model used  GPS OBS        
 NE1554
 NE1554.Superseded values are not recommended for survey control.
 NE1554
 NE1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1554.See file dsdata.pdf to determine how the superseded data were derived.
 NE1554
 NE1554_MARKER: DD = SURVEY DISK
 NE1554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE1554_SP_SET: SIDEWALK
 NE1554_STAMPING: 81200 1989
 NE1554_MARK LOGO: MIDT
 NE1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1554+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2016
 NE1554
 NE1554  HISTORY     - Date     Condition        Report By
 NE1554  HISTORY     - 1989     MONUMENTED       MIDT
 NE1554  HISTORY     - 19900122 GOOD             NGS
 NE1554  HISTORY     - 19910625 GOOD             NGS
 NE1554  HISTORY     - 19930809 GOOD             WOOLPT
 NE1554  HISTORY     - 19930810 GOOD             WOOLPT
 NE1554  HISTORY     - 20090113 GOOD             AHI
 NE1554  HISTORY     - 20160218 GOOD             ADVGEO
 NE1554  HISTORY     - 20160526 MARK NOT FOUND   MIDT
 NE1554
 NE1554                          STATION DESCRIPTION
 NE1554
 NE1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1554'THE STATION IS LOCATED IN QUAD. 420833, AT THE NORTHWEST SIDE OF ANN
 NE1554'ARBOR, IN THE NORTHEAST 1/4 OF SECTION 24, T-2-N, R-5-E, ANN ARBOR
 NE1554'QUADRANGLE.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 EAST
 NE1554'AND STATE HIGHWAY 14 IN THE WEST EDGE OF ANN ARBOR, GO NORTHEAST ON
 NE1554'STATE HIGHWAY 14 FOR 2.0 KM (1.25 MI) TO EXIT 2 (MILLER ROAD).  BEAR
 NE1554'RIGHT AND GO EAST ON THE EXIT ROAD FOR 0.25 KM (0.15 MI) TO MILLER
 NE1554'ROAD.  TURN LEFT AND GO NORTHWEST ON MILLER ROAD FOR 0.25 KM
 NE1554'(0.15 MI) TO THE NORTHWEST END OF THE BRIDGE OVER STATE HIGHWAY 14 AND
 NE1554'THE STATION ON THE LEFT.
 NE1554'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF THE
 NE1554'NORTHWEST END OF THE SOUTHWEST CONCRETE SIDEWALK OF THE HIGHWAY
 NE1554'BRIDGE, AND IS FLUSH WITH THE BRIDGE SIDEWALK.  LOCATED 0.8 M
 NE1554'(2.6 FT) WEST OF THE WEST CURB OF MILLER ROAD AND 0.3 M (1.0 FT)
 NE1554'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 NE1554'DESCRIBED BY E.J. HANSMANN.
 NE1554
 NE1554                          STATION RECOVERY (1991)
 NE1554
 NE1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1554'THE STATION IS LOCATED AT THE NORTHWEST SIDE OF ANN ARBOR.
 NE1554'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 EAST
 NE1554'AND STATE HIGHWAY 14, IN THE WEST EDGE OF ANN ARBOR, GO NORTHEAST ON
 NE1554'STATE HIGHWAY 14 FOR 2.0 KM (1.2 MI) TO EXIT 2 (MILLER ROAD).  BEAR
 NE1554'RIGHT AND GO EAST ON THE EXIT ROAD FOR 0.25 KM (0.16 MI) TO MILLER
 NE1554'ROAD.  TURN LEFT AND GO NORTHWEST ON MILLER ROAD FOR 0.25 KM
 NE1554'(0.16 MI) TO THE NORTHWEST END OF THE BRIDGE OVER STATE HIGHWAY 14
 NE1554'AND THE STATION ON THE LEFT.
 NE1554'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF THE
 NE1554'NORTHWEST END OF THE SOUTHWEST CONCRETE SIDEWALK OF THE HIGHWAY
 NE1554'BRIDGE AND IS FLUSH WITH THE BRIDGE SIDEWALK.  LOCATED 0.8 M
 NE1554'(2.6 FT) WEST OF THE WEST CURB OF MILLER ROAD AND 0.3 M (1.0 FT)
 NE1554'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 NE1554
 NE1554                          STATION RECOVERY (1993)
 NE1554
 NE1554'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1554'RECOVERED AS DESCRIBED.
 NE1554
 NE1554                          STATION RECOVERY (1993)
 NE1554
 NE1554'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1554'RECOVERED AS DESCRIBED.
 NE1554
 NE1554                          STATION RECOVERY (2009)
 NE1554
 NE1554'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 NE1554'RECOVERED IN GOOD CONDITION.
 NE1554
 NE1554                          STATION RECOVERY (2016)
 NE1554
 NE1554'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (RNK)
 NE1554'RECOVERED IN GOOD CONDITION.
 NE1554
 NE1554                          STATION RECOVERY (2016)
 NE1554
 NE1554'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NE1554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1555 ***********************************************************************
 NE1555  DESIGNATION -  81201
 NE1555  PID         -  NE1555
 NE1555  STATE/COUNTY-  MI/WASHTENAW
 NE1555  COUNTRY     -  US
 NE1555  USGS QUAD   -  YPSILANTI WEST (2017)
 NE1555
 NE1555                         *CURRENT SURVEY CONTROL
 NE1555  ______________________________________________________________________
 NE1555* NAD 83(2011) POSITION- 42 13 49.72351(N) 083 42 01.90808(W)   ADJUSTED
 NE1555* NAD 83(2011) ELLIP HT-   223.425 (meters)        (06/27/12)   ADJUSTED
 NE1555* NAD 83(2011) EPOCH   -  2010.00
 NE1555* NAVD 88 ORTHO HEIGHT -   257.596 (meters)      845.13  (feet) ADJUSTED
 NE1555  ______________________________________________________________________
 NE1555  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 NE1555  NAD 83(2011) X  -    518,999.369 (meters)                     COMP
 NE1555  NAD 83(2011) Y  - -4,701,436.218 (meters)                     COMP
 NE1555  NAD 83(2011) Z  -  4,264,744.412 (meters)                     COMP
 NE1555  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 NE1555  DYNAMIC HEIGHT  -        257.513 (meters)      844.86  (feet) COMP
 NE1555  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 NE1555
 NE1555  VERT ORDER      -  SECOND    CLASS II
 NE1555
 NE1555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1555  Standards:
 NE1555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1555  -------------------------------------------------------------------
 NE1555  NETWORK    0.94   1.61           0.42   0.34   0.82      0.11836883
 NE1555  -------------------------------------------------------------------
 NE1555  Click here for local accuracies and other accuracy information.
 NE1555
 NE1555.The horizontal coordinates were established by GPS observations
 NE1555.and adjusted by the National Geodetic Survey in June 2012.
 NE1555
 NE1555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1555.been affixed to the stable North American tectonic plate. See 
 NE1555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1555
 NE1555.The horizontal coordinates are valid at the epoch date displayed above
 NE1555.which is a decimal equivalence of Year/Month/Day.
 NE1555
 NE1555.The orthometric height was determined by differential leveling and
 NE1555.adjusted by the NATIONAL GEODETIC SURVEY
 NE1555.in August 1995.
 NE1555
 NE1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1555.GEOID18 height accuracy estimate available here.
 NE1555
 NE1555.Click photographs - Photos may exist for this station.
 NE1555
 NE1555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1555
 NE1555.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1555
 NE1555.The ellipsoidal height was determined by GPS observations
 NE1555.and is referenced to NAD 83.
 NE1555
 NE1555.The dynamic height is computed by dividing the NAVD 88
 NE1555.geopotential number by the normal gravity value computed on the
 NE1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1555.degrees latitude (g = 980.6199 gals.).
 NE1555
 NE1555.The modeled gravity was interpolated from observed gravity values.
 NE1555
 NE1555. The following values were computed from the NAD 83(2011) position.
 NE1555
 NE1555;                    North         East     Units Scale Factor Converg.
 NE1555;SPC MI S     -    81,358.017 4,054,988.192   MT  0.99997166   +0 27 12.0
 NE1555;SPC MI S     -   266,922.63 13,303,767.03   iFT  0.99997166   +0 27 12.0
 NE1555;UTM  17      - 4,678,897.741   277,149.295   MT  1.00021110   -1 48 56.9
 NE1555
 NE1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1555!SPC MI S     -   0.99996496  x   0.99997166  =   0.99993662
 NE1555!UTM  17      -   0.99996496  x   1.00021110  =   1.00017605
 NE1555
 NE1555:                Primary Azimuth Mark                     Grid Az
 NE1555:SPC MI S     -  81201 AZ MK                              265 22 50.0
 NE1555:UTM  17      -  81201 AZ MK                              267 38 58.9
 NE1555
 NE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7714978897(NAD 83)
 NE1555
 NE1555|---------------------------------------------------------------------|
 NE1555| PID    Reference Object                     Distance      Geod. Az  |
 NE1555|                                                           dddmmss.s |
 NE1555| AA5193 81201 AZ MK                         APPROX. 0.8 KM 2655002.0 |
 NE1555|---------------------------------------------------------------------|
 NE1555
 NE1555                          SUPERSEDED SURVEY CONTROL
 NE1555
 NE1555  NAD 83(2007)-  42 13 49.72367(N)    083 42 01.90886(W) AD(2002.00) 0
 NE1555  ELLIP H (02/10/07)  223.447  (m)                       GP(2002.00)    
 NE1555  ELLIP H (07/12/02)  223.494  (m)                       GP(       ) 4 1
 NE1555  NAD 83(1994)-  42 13 49.72345(N)    083 42 01.90784(W) AD(       ) 1
 NE1555  ELLIP H (02/03/97)  223.526  (m)                       GP(       ) 4 1
 NE1555  NAD 83(1986)-  42 13 49.72946(N)    083 42 01.93413(W) AD(       ) 1
 NE1555  NAD 83(1986)-  42 13 49.72915(N)    083 42 01.93259(W) AD(       ) 1
 NE1555  NAVD 88 (09/30/94)  257.6    (m)  GEOID93  model used  GPS OBS        
 NE1555  NAVD 88 (09/30/91)  257.6    (m)  UNKNOWN  model used  GPS OBS        
 NE1555  NGVD 29 (03/27/91)  257.6    (m)  OSU 89B  model used  GPS OBS        
 NE1555
 NE1555.Superseded values are not recommended for survey control.
 NE1555
 NE1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1555.See file dsdata.pdf to determine how the superseded data were derived.
 NE1555
 NE1555_MARKER: DD = SURVEY DISK
 NE1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1555_STAMPING: 81201 1989
 NE1555_MARK LOGO: MIDT
 NE1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1555+STABILITY: SURFACE MOTION
 NE1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1555+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 NE1555
 NE1555  HISTORY     - Date     Condition        Report By
 NE1555  HISTORY     - 1989     MONUMENTED       MIDT
 NE1555  HISTORY     - 19900122 GOOD             NGS
 NE1555  HISTORY     - 19930809 GOOD             WOOLPT
 NE1555  HISTORY     - 19930810 GOOD             WOOLPT
 NE1555  HISTORY     - 19980428 GOOD             NGS
 NE1555  HISTORY     - 20010826 GOOD             USPSQD
 NE1555  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 NE1555  HISTORY     - 20090527 GOOD             INDIV
 NE1555  HISTORY     - 20160923 GOOD             MI0150
 NE1555
 NE1555                          STATION DESCRIPTION
 NE1555
 NE1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1555'THE STATION IS LOCATED IN QUAD. 420833.  AT THE SOUTHEAST EDGE OF ANN
 NE1555'ARBOR, IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 10,
 NE1555'T-3-S, R-6-E, YPSILANTI WEST QUADRANGLE.  OWNERSHIP--MICHIGAN
 NE1555'DEPARTMENT OF TRANSPORTATION.
 NE1555'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NE1555'STATE STREET (EXIT 177), AT THE SOUTHWEST EDGE OF ANN ARBOR, GO SOUTH
 NE1555'ON STATE STREET FOR 0.85 KM (0.55 MI) TO A CROSSROAD.  TURN LEFT AND
 NE1555'GO EAST ON ELLSWORTH ROAD FOR 2.35 KM (1.45 MI) TO JONATHAN CT, ON THE
 NE1555'LEFT.  CONTINUE EAST ON ELLSWORTH ROAD FOR 0.81 KM (0.50 MI) TO THE
 NE1555'STATION ON THE LEFT JUST BEFORE REACHING PLATT ROAD.
 NE1555'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1555'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 62.0 M
 NE1555'(203.4 FT) WEST FROM THE CENTER OF PLATT ROAD, 29.1 M (95.5 FT) EAST
 NE1555'FROM THE CENTER OF A FIELD ENTRANCE ROAD, 13.2 M (43.3 FT) NORTH FROM
 NE1555'THE CENTER OF ELLSWORTH ROAD AND 0.5 M (1.6 FT) SOUTH FROM A METAL
 NE1555'WITNESS POST.
 NE1555'DESCRIBED BY E.J. HANSMANN.
 NE1555
 NE1555                          STATION RECOVERY (1993)
 NE1555
 NE1555'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1555'RECOVERED AS DESCRIBED.
 NE1555
 NE1555                          STATION RECOVERY (1993)
 NE1555
 NE1555'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1555'RECOVERED AS DESCRIBED.
 NE1555
 NE1555                          STATION RECOVERY (1998)
 NE1555
 NE1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 NE1555'STATION WAS RECOVERED AND A LEVEL TIE WAS MADE TO STATION V 336 1985
 NE1555'(PID NE1037) JUST AS A CHECK ON THE PUBLISHED ELEVATION AS V 336 WAS
 NE1555'BEING DESTROYED AT THIS TIME AND IT WAS ONLY A COUPLE OF SET UPS AWAY
 NE1555'FROM THIS STATION.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC
 NE1555'ADVISOR - MICHIGAN.
 NE1555
 NE1555                          STATION RECOVERY (2001)
 NE1555
 NE1555'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 NE1555'RECOVERED IN GOOD CONDITION.
 NE1555
 NE1555                          STATION RECOVERY (2004)
 NE1555
 NE1555'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 NE1555'THERE IS A WITNESS POST AND A WHITE SIGNPOST ON EITHER SIDE OF A HOLE
 NE1555'ABOUT NINE INCHES DEEP, SIX INCHES IN CIRCUMFERENCE WHERE THE MARKER
 NE1555'SHOULD BE.
 NE1555
 NE1555                          STATION RECOVERY (2009)
 NE1555
 NE1555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 NE1555'RECOVERED IN GOOD CONDITION.
 NE1555
 NE1555                          STATION RECOVERY (2016)
 NE1555
 NE1555'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5193 ***********************************************************************
 AA5193  DESIGNATION -  81201 AZ MK
 AA5193  PID         -  AA5193
 AA5193  STATE/COUNTY-  MI/WASHTENAW
 AA5193  COUNTRY     -  US
 AA5193  USGS QUAD   -  YPSILANTI WEST (2017)
 AA5193
 AA5193                         *CURRENT SURVEY CONTROL
 AA5193  ______________________________________________________________________
 AA5193* NAD 83(2011) POSITION- 42 13 47.81438(N) 083 42 37.14666(W)   ADJUSTED
 AA5193* NAD 83(2011) ELLIP HT-   220.168 (meters)        (06/27/12)   ADJUSTED
 AA5193* NAD 83(2011) EPOCH   -  2010.00
 AA5193* NAVD 88 ORTHO HEIGHT -   254.347 (meters)      834.47  (feet) ADJUSTED
 AA5193  ______________________________________________________________________
 AA5193  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 AA5193  NAD 83(2011) X  -    518,200.235 (meters)                     COMP
 AA5193  NAD 83(2011) Y  - -4,701,561.773 (meters)                     COMP
 AA5193  NAD 83(2011) Z  -  4,264,698.605 (meters)                     COMP
 AA5193  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 AA5193  DYNAMIC HEIGHT  -        254.265 (meters)      834.20  (feet) COMP
 AA5193  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 AA5193
 AA5193  VERT ORDER      -  SECOND    CLASS II
 AA5193
 AA5193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5193  Standards:
 AA5193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5193  -------------------------------------------------------------------
 AA5193  NETWORK    1.10   1.80           0.50   0.38   0.92     -0.02237885
 AA5193  -------------------------------------------------------------------
 AA5193  Click here for local accuracies and other accuracy information.
 AA5193
 AA5193.The horizontal coordinates were established by GPS observations
 AA5193.and adjusted by the National Geodetic Survey in June 2012.
 AA5193
 AA5193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5193.been affixed to the stable North American tectonic plate. See 
 AA5193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5193
 AA5193.The horizontal coordinates are valid at the epoch date displayed above
 AA5193.which is a decimal equivalence of Year/Month/Day.
 AA5193
 AA5193.The orthometric height was determined by differential leveling and
 AA5193.adjusted by the NATIONAL GEODETIC SURVEY
 AA5193.in August 1995.
 AA5193
 AA5193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5193.GEOID18 height accuracy estimate available here.
 AA5193
 AA5193.Click photographs - Photos may exist for this station.
 AA5193
 AA5193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5193
 AA5193.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5193
 AA5193.The ellipsoidal height was determined by GPS observations
 AA5193.and is referenced to NAD 83.
 AA5193
 AA5193.The dynamic height is computed by dividing the NAVD 88
 AA5193.geopotential number by the normal gravity value computed on the
 AA5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5193.degrees latitude (g = 980.6199 gals.).
 AA5193
 AA5193.The modeled gravity was interpolated from observed gravity values.
 AA5193
 AA5193. The following values were computed from the NAD 83(2011) position.
 AA5193
 AA5193;                    North         East     Units Scale Factor Converg.
 AA5193;SPC MI S     -    81,292.768 4,054,180.648   MT  0.99997177   +0 26 48.0
 AA5193;SPC MI S     -   266,708.56 13,301,117.61   iFT  0.99997177   +0 26 48.0
 AA5193;UTM  17      - 4,678,864.509   276,339.605   MT  1.00021555   -1 49 20.6
 AA5193
 AA5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5193!SPC MI S     -   0.99996547  x   0.99997177  =   0.99993724
 AA5193!UTM  17      -   0.99996547  x   1.00021555  =   1.00018101
 AA5193
 AA5193:                Primary Azimuth Mark                     Grid Az
 AA5193:SPC MI S     -  81201                                    085 22 50.3
 AA5193:UTM  17      -  81201                                    087 38 58.9
 AA5193
 AA5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7633978864(NAD 83)
 AA5193
 AA5193|---------------------------------------------------------------------|
 AA5193| PID    Reference Object                     Distance      Geod. Az  |
 AA5193|                                                           dddmmss.s |
 AA5193| NE1555 81201                               APPROX. 0.8 KM 0854938.3 |
 AA5193| AA5189 0010B                               142.614 METERS 26741     |
 AA5193|---------------------------------------------------------------------|
 AA5193
 AA5193                          SUPERSEDED SURVEY CONTROL
 AA5193
 AA5193  NAD 83(2007)-  42 13 47.81449(N)    083 42 37.14736(W) AD(2002.00) 0
 AA5193  ELLIP H (02/10/07)  220.197  (m)                       GP(2002.00)    
 AA5193  ELLIP H (07/12/02)  220.242  (m)                       GP(       ) 4 1
 AA5193  NAD 83(1994)-  42 13 47.81423(N)    083 42 37.14646(W) AD(       ) 1
 AA5193  ELLIP H (02/03/97)  220.266  (m)                       GP(       ) 4 1
 AA5193  NAD 83(1986)-  42 13 47.82010(N)    083 42 37.17296(W) AD(       ) 1
 AA5193  NAVD 88 (09/30/94)  254.4    (m)  GEOID93  model used  GPS OBS        
 AA5193
 AA5193.Superseded values are not recommended for survey control.
 AA5193
 AA5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5193.See file dsdata.pdf to determine how the superseded data were derived.
 AA5193
 AA5193_MARKER: DZ = AZIMUTH MARK DISK
 AA5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5193_STAMPING: 81201 AZ MARK 1989
 AA5193_MARK LOGO: MIDT
 AA5193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5193+STABILITY: SURFACE MOTION
 AA5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5193+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AA5193
 AA5193  HISTORY     - Date     Condition        Report By
 AA5193  HISTORY     - 1989     MONUMENTED       NGS
 AA5193  HISTORY     - 19930817 GOOD             WOOLPT
 AA5193  HISTORY     - 20020316 GOOD             USPSQD
 AA5193  HISTORY     - 20160923 MARK NOT FOUND   MI0150
 AA5193
 AA5193                          STATION DESCRIPTION
 AA5193
 AA5193'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (DK)
 AA5193'RECOVERED AS DESCRIBED.
 AA5193
 AA5193                          STATION RECOVERY (2002)
 AA5193
 AA5193'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 AA5193'RECOVERED IN GOOD CONDITION.
 AA5193
 AA5193                          STATION RECOVERY (2016)
 AA5193
 AA5193'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 AA5193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4047 ***********************************************************************
 DL4047  DESIGNATION -  81600
 DL4047  PID         -  DL4047
 DL4047  STATE/COUNTY-  MI/WASHTENAW
 DL4047  COUNTRY     -  US
 DL4047  USGS QUAD   -  TIPTON (2017)
 DL4047
 DL4047                         *CURRENT SURVEY CONTROL
 DL4047  ______________________________________________________________________
 DL4047* NAD 83(1986) POSITION- 42 05 44.04   (N) 084 00 49.44   (W)   HD_HELD1
 DL4047* NAVD 88 ORTHO HEIGHT -   267.952 (meters)      879.11  (feet) ADJUSTED
 DL4047  ______________________________________________________________________
 DL4047  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 DL4047  DYNAMIC HEIGHT  -        267.853 (meters)      878.78  (feet) COMP
 DL4047  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 DL4047
 DL4047  VERT ORDER      -  FIRST     CLASS II
 DL4047
 DL4047.The horizontal coordinates were determined by differentially corrected
 DL4047.hand held GPS observations or other comparable positioning techniques
 DL4047.and have an estimated accuracy of +/- 3 meters.
 DL4047
 DL4047.The orthometric height was determined by differential leveling and
 DL4047.adjusted by the NATIONAL GEODETIC SURVEY
 DL4047.in September 2009.
 DL4047
 DL4047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4047.GEOID18 height accuracy estimate available here.
 DL4047
 DL4047.Click photographs - Photos may exist for this station.
 DL4047
 DL4047.The dynamic height is computed by dividing the NAVD 88
 DL4047.geopotential number by the normal gravity value computed on the
 DL4047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4047.degrees latitude (g = 980.6199 gals.).
 DL4047
 DL4047.The modeled gravity was interpolated from observed gravity values.
 DL4047
 DL4047;                    North         East    Units  Estimated Accuracy
 DL4047;SPC MI S     -    66,216.3   4,029,196.9     MT  (+/- 3 meters HH1 GPS) 
 DL4047
 DL4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4695664703(NAD 83)
 DL4047
 DL4047                          SUPERSEDED SURVEY CONTROL
 DL4047
 DL4047.No superseded survey control is available for this station.
 DL4047
 DL4047_MARKER: DD = SURVEY DISK
 DL4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4047_STAMPING: 81600 2008
 DL4047_MARK LOGO: MIDT
 DL4047_PROJECTION: FLUSH
 DL4047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4047+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4047
 DL4047  HISTORY     - Date     Condition        Report By
 DL4047  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4047
 DL4047                          STATION DESCRIPTION
 DL4047
 DL4047'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4047'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DL4047'TECUMSEH, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF TIPTON AND 4.0 MI (6.4
 DL4047'KM) SOUTH-SOUTHEAST OF MANCHESTER.
 DL4047'
 DL4047'TO REACH FROM THE INTERSECTION OF US 12 WITH JACKSON STREET IN
 DL4047'CLINTON, GO WEST ON US 12 FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF US
 DL4047'HIGHWAY 12 WITH STATE HIGHWAY 52, GO NORTH ON HIGHWAY 52 FOR 1.6 MI
 DL4047'(2.6 KM) TO THE JUNCTION OF STATE HIGHWAY 52 WITH ALLEN ROAD AND THE
 DL4047'STATION ON THE RIGHT.
 DL4047'
 DL4047'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4047'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4047'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4047'
 DL4047'THE STATION IS 1.6 MI (2.6 KM) NORTH OF US HIGHWAY 12, 0.5 MI (0.8 KM)
 DL4047'SOUTH OF BOWEN ROAD, 120 FT (36.6 M) EAST OF THE EDGE OF PAVEMENT OF
 DL4047'STATE HIGHWAY 52, 80 FT (24.4 M) NORTH OF THE CENTER OF ALLEN ROAD,
 DL4047'AND 3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4048 ***********************************************************************
 DL4048  DESIGNATION -  81601
 DL4048  PID         -  DL4048
 DL4048  STATE/COUNTY-  MI/WASHTENAW
 DL4048  COUNTRY     -  US
 DL4048  USGS QUAD   -  TIPTON (2017)
 DL4048
 DL4048                         *CURRENT SURVEY CONTROL
 DL4048  ______________________________________________________________________
 DL4048* NAD 83(2011) POSITION- 42 07 29.37747(N) 084 00 54.25409(W)   ADJUSTED
 DL4048* NAD 83(2011) ELLIP HT-   265.054 (meters)        (06/27/12)   ADJUSTED
 DL4048* NAD 83(2011) EPOCH   -  2010.00
 DL4048* NAVD 88 ORTHO HEIGHT -   299.600 (meters)      982.94  (feet) ADJUSTED
 DL4048  ______________________________________________________________________
 DL4048  GEOID HEIGHT    -        -34.542 (meters)                     GEOID18
 DL4048  NAD 83(2011) X  -    494,006.706 (meters)                     COMP
 DL4048  NAD 83(2011) Y  - -4,712,082.126 (meters)                     COMP
 DL4048  NAD 83(2011) Z  -  4,256,075.287 (meters)                     COMP
 DL4048  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DL4048  DYNAMIC HEIGHT  -        299.490 (meters)      982.58  (feet) COMP
 DL4048  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 DL4048
 DL4048  VERT ORDER      -  FIRST     CLASS II
 DL4048
 DL4048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4048  Standards:
 DL4048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4048  -------------------------------------------------------------------
 DL4048  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.04645078
 DL4048  -------------------------------------------------------------------
 DL4048  Click here for local accuracies and other accuracy information.
 DL4048
 DL4048.The horizontal coordinates were established by GPS observations
 DL4048.and adjusted by the National Geodetic Survey in June 2012.
 DL4048
 DL4048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4048.been affixed to the stable North American tectonic plate. See 
 DL4048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4048
 DL4048.The horizontal coordinates are valid at the epoch date displayed above
 DL4048.which is a decimal equivalence of Year/Month/Day.
 DL4048
 DL4048.The orthometric height was determined by differential leveling and
 DL4048.adjusted by the NATIONAL GEODETIC SURVEY
 DL4048.in September 2009.
 DL4048
 DL4048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4048.GEOID18 height accuracy estimate available here.
 DL4048
 DL4048.Click photographs - Photos may exist for this station.
 DL4048
 DL4048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4048
 DL4048.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4048
 DL4048.The ellipsoidal height was determined by GPS observations
 DL4048.and is referenced to NAD 83.
 DL4048
 DL4048.The dynamic height is computed by dividing the NAVD 88
 DL4048.geopotential number by the normal gravity value computed on the
 DL4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4048.degrees latitude (g = 980.6199 gals.).
 DL4048
 DL4048.The modeled gravity was interpolated from observed gravity values.
 DL4048
 DL4048. The following values were computed from the NAD 83(2011) position.
 DL4048
 DL4048;                    North         East     Units Scale Factor Converg.
 DL4048;SPC MI S     -    69,465.947 4,029,072.750   MT  0.99999421   +0 14 21.4
 DL4048;SPC MI S     -   227,906.65 13,218,742.62   iFT  0.99999421   +0 14 21.4
 DL4048;UTM  16      - 4,667,948.737   746,732.399   MT  1.00034913   +2 00 11.3
 DL4048;UTM  17      - 4,668,036.326   250,775.919   MT  1.00036434   -2 01 24.2
 DL4048
 DL4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4048!SPC MI S     -   0.99995843  x   0.99999421  =   0.99995264
 DL4048!UTM  16      -   0.99995843  x   1.00034913  =   1.00030755
 DL4048!UTM  17      -   0.99995843  x   1.00036434  =   1.00032276
 DL4048
 DL4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4673267948(NAD 83)
 DL4048
 DL4048                          SUPERSEDED SURVEY CONTROL
 DL4048
 DL4048  NAD 83(2007)-  42 07 29.37766(N)    084 00 54.25490(W) AD(2002.00) B
 DL4048  ELLIP H (10/23/09)  265.055  (m)                       GP(2002.00) 3 1
 DL4048
 DL4048.Superseded values are not recommended for survey control.
 DL4048
 DL4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4048.See file dsdata.pdf to determine how the superseded data were derived.
 DL4048
 DL4048_MARKER: DD = SURVEY DISK
 DL4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4048_STAMPING: 81601 2008
 DL4048_MARK LOGO: MIDT
 DL4048_PROJECTION: FLUSH
 DL4048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4048+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4048
 DL4048  HISTORY     - Date     Condition        Report By
 DL4048  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4048
 DL4048                          STATION DESCRIPTION
 DL4048
 DL4048'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4048'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF
 DL4048'TIPTON, 6.3 MI (10.1 KM) WEST-SOUTHWEST OF BRIDGEWATER AND 2.1 MI (3.4
 DL4048'KM) SOUTH-SOUTHEAST OF MANCHESTER.
 DL4048'
 DL4048'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH EAST AUSTIN ROAD, ON
 DL4048'THE EAST SIDE OF MANCHESTER, GO SOUTH ON HIGHWAY 52 FOR 1.75 MI (2.8
 DL4048'KM) TO THE JUNCTION OF US HIGHWAY 52 WITH KIRK ROAD.
 DL4048'
 DL4048'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4048'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4048'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4048'
 DL4048'THE STATION IS 0.2 MI (0.3 KM) SOUTH OF LOGAN ROAD, 120 FT (36.6 M)
 DL4048'SOUTH OF THE CENTERLINE OF KIRK ROAD, 49 FT (14.9 M) SOUTHWEST OF A
 DL4048'METAL POST FOR A 'SOUTH M-52' SIGN, 39 FT (11.9 M) WEST OF THE EDGE OF
 DL4048'PAVEMENT OF STATE HIGHWAY 52, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL4048'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4049 ***********************************************************************
 DL4049  DESIGNATION -  81602
 DL4049  PID         -  DL4049
 DL4049  STATE/COUNTY-  MI/WASHTENAW
 DL4049  COUNTRY     -  US
 DL4049  USGS QUAD   -  MANCHESTER (2017)
 DL4049
 DL4049                         *CURRENT SURVEY CONTROL
 DL4049  ______________________________________________________________________
 DL4049* NAD 83(1986) POSITION- 42 08 22.28   (N) 084 00 59.97   (W)   HD_HELD1
 DL4049* NAVD 88 ORTHO HEIGHT -   288.059 (meters)      945.07  (feet) ADJUSTED
 DL4049  ______________________________________________________________________
 DL4049  GEOID HEIGHT    -        -34.504 (meters)                     GEOID18
 DL4049  DYNAMIC HEIGHT  -        287.954 (meters)      944.73  (feet) COMP
 DL4049  MODELED GRAVITY -    980,249.3   (mgal)                       NAVD 88
 DL4049
 DL4049  VERT ORDER      -  FIRST     CLASS II
 DL4049
 DL4049.The horizontal coordinates were determined by differentially corrected
 DL4049.hand held GPS observations or other comparable positioning techniques
 DL4049.and have an estimated accuracy of +/- 3 meters.
 DL4049
 DL4049.The orthometric height was determined by differential leveling and
 DL4049.adjusted by the NATIONAL GEODETIC SURVEY
 DL4049.in September 2009.
 DL4049
 DL4049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4049.GEOID18 height accuracy estimate available here.
 DL4049
 DL4049.Click photographs - Photos may exist for this station.
 DL4049
 DL4049.The dynamic height is computed by dividing the NAVD 88
 DL4049.geopotential number by the normal gravity value computed on the
 DL4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4049.degrees latitude (g = 980.6199 gals.).
 DL4049
 DL4049.The modeled gravity was interpolated from observed gravity values.
 DL4049
 DL4049;                    North         East    Units  Estimated Accuracy
 DL4049;SPC MI S     -    71,097.6   4,028,934.7     MT  (+/- 3 meters HH1 GPS) 
 DL4049
 DL4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4654469575(NAD 83)
 DL4049
 DL4049                          SUPERSEDED SURVEY CONTROL
 DL4049
 DL4049.No superseded survey control is available for this station.
 DL4049
 DL4049_MARKER: DD = SURVEY DISK
 DL4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4049_STAMPING: 81602 2008
 DL4049_MARK LOGO: MIDT
 DL4049_PROJECTION: FLUSH
 DL4049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4049+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4049
 DL4049  HISTORY     - Date     Condition        Report By
 DL4049  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4049
 DL4049                          STATION DESCRIPTION
 DL4049
 DL4049'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4049'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST OF NORVELL, 6.1 MI
 DL4049'(9.8 KM) WEST-SOUTHWEST OF BRIDGEWATER AND 1.3 MI (2.1 KM) SOUTHEAST
 DL4049'OF MANCHESTER.
 DL4049'
 DL4049'TO REACH FROM THE INTERSECTION OF THE JUNCTION OF STATE HIGHWAY 52
 DL4049'WITH EAST AUSTIN ROAD, GO SOUTH ON HIGHWAY 52 FOR 0.7 MI (1.1 KM) TO
 DL4049'THE JUNCTION OF HIGHWAY 52 WITH HOGAN ROAD.
 DL4049'
 DL4049'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4049'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4049'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4049'
 DL4049'THE STATION IS 0.8 MI (1.3 KM) NORTH OF LOGAN ROAD, 0.65 MI (1.0 KM)
 DL4049'SOUTH OF AUSTIN ROAD, 120 FT (36.6 M) SOUTH OF THE CENTERLINE OF HOGAN
 DL4049'ROAD, 14 FT (4.3 M) WEST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 52,
 DL4049'AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4052 ***********************************************************************
 DL4052  DESIGNATION -  81603
 DL4052  PID         -  DL4052
 DL4052  STATE/COUNTY-  MI/WASHTENAW
 DL4052  COUNTRY     -  US
 DL4052  USGS QUAD   -  MANCHESTER (2017)
 DL4052
 DL4052                         *CURRENT SURVEY CONTROL
 DL4052  ______________________________________________________________________
 DL4052* NAD 83(1986) POSITION- 42 10 07.72   (N) 084 03 39.61   (W)   HD_HELD1
 DL4052* NAVD 88 ORTHO HEIGHT -   302.583 (meters)      992.72  (feet) ADJUSTED
 DL4052  ______________________________________________________________________
 DL4052  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 DL4052  DYNAMIC HEIGHT  -        302.474 (meters)      992.37  (feet) COMP
 DL4052  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 DL4052
 DL4052  VERT ORDER      -  FIRST     CLASS II
 DL4052
 DL4052.The horizontal coordinates were determined by differentially corrected
 DL4052.hand held GPS observations or other comparable positioning techniques
 DL4052.and have an estimated accuracy of +/- 3 meters.
 DL4052
 DL4052.The orthometric height was determined by differential leveling and
 DL4052.adjusted by the NATIONAL GEODETIC SURVEY
 DL4052.in September 2009.
 DL4052
 DL4052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4052.GEOID18 height accuracy estimate available here.
 DL4052
 DL4052.Click photographs - Photos may exist for this station.
 DL4052
 DL4052.The dynamic height is computed by dividing the NAVD 88
 DL4052.geopotential number by the normal gravity value computed on the
 DL4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4052.degrees latitude (g = 980.6199 gals.).
 DL4052
 DL4052.The modeled gravity was interpolated from observed gravity values.
 DL4052
 DL4052;                    North         East    Units  Estimated Accuracy
 DL4052;SPC MI S     -    74,336.6   4,025,257.0     MT  (+/- 3 meters HH1 GPS) 
 DL4052
 DL4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4276772701(NAD 83)
 DL4052
 DL4052                          SUPERSEDED SURVEY CONTROL
 DL4052
 DL4052.No superseded survey control is available for this station.
 DL4052
 DL4052_MARKER: DD = SURVEY DISK
 DL4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4052_STAMPING: 81603 2008
 DL4052_MARK LOGO: MIDT
 DL4052_PROJECTION: FLUSH
 DL4052_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4052+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2011
 DL4052
 DL4052  HISTORY     - Date     Condition        Report By
 DL4052  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4052  HISTORY     - 20111207 GOOD             SURVSL
 DL4052
 DL4052                          STATION DESCRIPTION
 DL4052
 DL4052'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4052'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF BRIDGEWATER, 6.4
 DL4052'MI (10.3 KM) EAST OF NORVELL AND 1.7 MI (2.7 KM) NORTHWEST OF
 DL4052'MANCHESTER.
 DL4052'
 DL4052'TO REACH THE STATION FROM THE JUNCTION OF SHARON VALLEY ROAD WITH
 DL4052'STATE HIGHWAY 52 ABOUT 1 MI (1.6 KM) NORTH OF MANCHESTER, MICHIGAN, GO
 DL4052'WEST, NORTH THEN WEST ON SHARON VALLEY ROAD FOR 1.5 MI (2.4 KM) TO
 DL4052'MEYERS ROAD AND THE STATION ON THE RIGHT.
 DL4052'
 DL4052'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4052'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4052'CONCRETE POST, SET TO A DEPTH OF 6 FT (1.8 M),
 DL4052'
 DL4052'THE STATION IS 200 FT (61.0 M) EAST OF MEYERS ROAD, 140 FT (42.7 M)
 DL4052'WEST OF THE EXTENDED CENTER OF DRIVEWAY OPENING '18525 SHARON VALLEY
 DL4052'ROAD', 21 FT (6.4 M) NORTH OF THE CENTER OF SHARON VALLEY ROAD, AND
 DL4052'3.3 FT (1.0 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4052
 DL4052                          STATION RECOVERY (2011)
 DL4052
 DL4052'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2011 (JDB)
 DL4052'RECOVERED AS DESRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4053 ***********************************************************************
 DL4053  DESIGNATION -  81604
 DL4053  PID         -  DL4053
 DL4053  STATE/COUNTY-  MI/WASHTENAW
 DL4053  COUNTRY     -  US
 DL4053  USGS QUAD   -  MANCHESTER (2017)
 DL4053
 DL4053                         *CURRENT SURVEY CONTROL
 DL4053  ______________________________________________________________________
 DL4053* NAD 83(1986) POSITION- 42 11 05.29   (N) 084 03 43.64   (W)   HD_HELD1
 DL4053* NAVD 88 ORTHO HEIGHT -   303.099 (meters)      994.42  (feet) ADJUSTED
 DL4053  ______________________________________________________________________
 DL4053  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 DL4053  DYNAMIC HEIGHT  -        302.990 (meters)      994.06  (feet) COMP
 DL4053  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 DL4053
 DL4053  VERT ORDER      -  FIRST     CLASS II
 DL4053
 DL4053.The horizontal coordinates were determined by differentially corrected
 DL4053.hand held GPS observations or other comparable positioning techniques
 DL4053.and have an estimated accuracy of +/- 3 meters.
 DL4053
 DL4053.The orthometric height was determined by differential leveling and
 DL4053.adjusted by the NATIONAL GEODETIC SURVEY
 DL4053.in September 2009.
 DL4053
 DL4053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4053.GEOID18 height accuracy estimate available here.
 DL4053
 DL4053.Click photographs - Photos may exist for this station.
 DL4053
 DL4053.The dynamic height is computed by dividing the NAVD 88
 DL4053.geopotential number by the normal gravity value computed on the
 DL4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4053.degrees latitude (g = 980.6199 gals.).
 DL4053
 DL4053.The modeled gravity was interpolated from observed gravity values.
 DL4053
 DL4053;                    North         East    Units  Estimated Accuracy
 DL4053;SPC MI S     -    76,112.5   4,025,158.1     MT  (+/- 3 meters HH1 GPS) 
 DL4053
 DL4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4261374473(NAD 83)
 DL4053
 DL4053                          SUPERSEDED SURVEY CONTROL
 DL4053
 DL4053.No superseded survey control is available for this station.
 DL4053
 DL4053_MARKER: DD = SURVEY DISK
 DL4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4053_STAMPING: 81604 2008
 DL4053_MARK LOGO: MIDT
 DL4053_PROJECTION: FLUSH
 DL4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4053+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2011
 DL4053
 DL4053  HISTORY     - Date     Condition        Report By
 DL4053  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4053  HISTORY     - 20111207 GOOD             SURVSL
 DL4053
 DL4053                          STATION DESCRIPTION
 DL4053
 DL4053'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4053'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF
 DL4053'BRIDGEWATER, 6.5 MI (10.5 KM) EAST-NORTHEAST OF NORVELL AND 2.7 MI
 DL4053'(4.3 KM) NORTH-NORTHWEST OF MANCHESTER.
 DL4053'
 DL4053'TO REACH THE STATION FROM THE JUNCTION OF MEYERS ROAD WITH PLEASANT
 DL4053'LAKE ROAD ABOUT 3 MI (4.8 KM) NORTHEAST OF MANCHESTER, MICHIGAN, GO
 DL4053'SOUTH ON MEYERS ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DL4053'
 DL4053'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4053'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4053'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4053'
 DL4053'THE STATION IS 0.6 MI (1.0 KM) NORTH OF BETHEL CHURCH ROAD, 200 FT
 DL4053'(61.0 M) SOUTH OF A DRIVEWAY OPENING FOR 'DONEGAL', 23 FT (7.0 M) EAST
 DL4053'OF THE CENTER OF MEYERS ROAD, 5 FT (1.5 M) WEST OF A FENCE, AND 3.3 FT
 DL4053'(1.0 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4053
 DL4053                          STATION RECOVERY (2011)
 DL4053
 DL4053'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2011 (JDB)
 DL4053'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4054 ***********************************************************************
 DL4054  DESIGNATION -  81605
 DL4054  PID         -  DL4054
 DL4054  STATE/COUNTY-  MI/WASHTENAW
 DL4054  COUNTRY     -  US
 DL4054  USGS QUAD   -  MANCHESTER (2017)
 DL4054
 DL4054                         *CURRENT SURVEY CONTROL
 DL4054  ______________________________________________________________________
 DL4054* NAD 83(2011) POSITION- 42 11 47.61892(N) 084 04 21.39203(W)   ADJUSTED
 DL4054* NAD 83(2011) ELLIP HT-   269.771 (meters)        (06/27/12)   ADJUSTED
 DL4054* NAD 83(2011) EPOCH   -  2010.00
 DL4054* NAVD 88 ORTHO HEIGHT -   304.107 (meters)      997.72  (feet) ADJUSTED
 DL4054  ______________________________________________________________________
 DL4054  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 DL4054  NAD 83(2011) X  -    488,722.472 (meters)                     COMP
 DL4054  NAD 83(2011) Y  - -4,707,259.527 (meters)                     COMP
 DL4054  NAD 83(2011) Z  -  4,261,985.047 (meters)                     COMP
 DL4054  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 DL4054  DYNAMIC HEIGHT  -        303.998 (meters)      997.37  (feet) COMP
 DL4054  MODELED GRAVITY -    980,254.8   (mgal)                       NAVD 88
 DL4054
 DL4054  VERT ORDER      -  FIRST     CLASS II
 DL4054
 DL4054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4054  Standards:
 DL4054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4054  -------------------------------------------------------------------
 DL4054  NETWORK    0.24   0.41           0.11   0.08   0.21     -0.03482977
 DL4054  -------------------------------------------------------------------
 DL4054  Click here for local accuracies and other accuracy information.
 DL4054
 DL4054.The horizontal coordinates were established by GPS observations
 DL4054.and adjusted by the National Geodetic Survey in June 2012.
 DL4054
 DL4054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4054.been affixed to the stable North American tectonic plate. See 
 DL4054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4054
 DL4054.The horizontal coordinates are valid at the epoch date displayed above
 DL4054.which is a decimal equivalence of Year/Month/Day.
 DL4054
 DL4054.The orthometric height was determined by differential leveling and
 DL4054.adjusted by the NATIONAL GEODETIC SURVEY
 DL4054.in September 2009.
 DL4054
 DL4054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4054.GEOID18 height accuracy estimate available here.
 DL4054
 DL4054.Click photographs - Photos may exist for this station.
 DL4054
 DL4054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4054
 DL4054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4054
 DL4054.The ellipsoidal height was determined by GPS observations
 DL4054.and is referenced to NAD 83.
 DL4054
 DL4054.The dynamic height is computed by dividing the NAVD 88
 DL4054.geopotential number by the normal gravity value computed on the
 DL4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4054.degrees latitude (g = 980.6199 gals.).
 DL4054
 DL4054.The modeled gravity was interpolated from observed gravity values.
 DL4054
 DL4054. The following values were computed from the NAD 83(2011) position.
 DL4054
 DL4054;                    North         East     Units Scale Factor Converg.
 DL4054;SPC MI S     -    77,415.472 4,024,287.219   MT  0.99997854   +0 12 00.4
 DL4054;SPC MI S     -   253,987.77 13,203,042.06   iFT  0.99997854   +0 12 00.4
 DL4054;UTM  16      - 4,675,749.763   741,702.476   MT  1.00031888   +1 58 02.0
 DL4054;UTM  17      - 4,676,171.866   246,306.386   MT  1.00039199   -2 03 53.6
 DL4054
 DL4054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4054!SPC MI S     -   0.99995769  x   0.99997854  =   0.99993623
 DL4054!UTM  16      -   0.99995769  x   1.00031888  =   1.00027656
 DL4054!UTM  17      -   0.99995769  x   1.00039199  =   1.00034966
 DL4054
 DL4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4170275749(NAD 83)
 DL4054
 DL4054                          SUPERSEDED SURVEY CONTROL
 DL4054
 DL4054  NAD 83(2007)-  42 11 47.61914(N)    084 04 21.39289(W) AD(2002.00) B
 DL4054  ELLIP H (10/23/09)  269.786  (m)                       GP(2002.00) 3 1
 DL4054
 DL4054.Superseded values are not recommended for survey control.
 DL4054
 DL4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4054.See file dsdata.pdf to determine how the superseded data were derived.
 DL4054
 DL4054_MARKER: DD = SURVEY DISK
 DL4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4054_STAMPING: 81605 2008
 DL4054_MARK LOGO: MIDT
 DL4054_PROJECTION: FLUSH
 DL4054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4054+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 DL4054
 DL4054  HISTORY     - Date     Condition        Report By
 DL4054  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4054  HISTORY     - 20200724 GOOD             MIDT
 DL4054
 DL4054                          STATION DESCRIPTION
 DL4054
 DL4054'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4054'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF GRASS
 DL4054'LAKE, 6.3 MI (10.1 KM) EAST-NORTHEAST OF NORVELL AND 3.7 MI (6.0 KM)
 DL4054'NORTH-NORTHWEST OF MANCHESTER.
 DL4054'
 DL4054'TO REACH THE STATION FROM THE JUNCTION OF SYLVAN ROAD WITH PLEASANT
 DL4054'LAKE ROAD ABOUT 3.5 MI (5.6 KM) NORTHEAST OF MANCHESTER, MICHIGAN, GO
 DL4054'NORTH ON SYLVAN ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL4054'
 DL4054'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4054'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4054'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4054'
 DL4054'THE STATION IS 0.1 MI (0.2 KM) SOUTH OF TROLZ ROAD, 140 FT (42.7 M)
 DL4054'NORTH OF DRIVEWAY OPENING '7600 SYLVAN ROAD', 19 FT (5.8 M) WEST OF
 DL4054'THE CENTER OF SYLVAN ROAD, 15 FT (4.6 M) EAST OF A PASTURE FENCE, 3.3
 DL4054'FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4054
 DL4054                          STATION RECOVERY (2020)
 DL4054
 DL4054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4055 ***********************************************************************
 DL4055  DESIGNATION -  81606
 DL4055  PID         -  DL4055
 DL4055  STATE/COUNTY-  MI/WASHTENAW
 DL4055  COUNTRY     -  US
 DL4055  USGS QUAD   -  MANCHESTER (2017)
 DL4055
 DL4055                         *CURRENT SURVEY CONTROL
 DL4055  ______________________________________________________________________
 DL4055* NAD 83(1986) POSITION- 42 13 24.66   (N) 084 04 24.86   (W)   HD_HELD1
 DL4055* NAVD 88 ORTHO HEIGHT -   333.476 (meters)     1094.08  (feet) ADJUSTED
 DL4055  ______________________________________________________________________
 DL4055  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 DL4055  DYNAMIC HEIGHT  -        333.357 (meters)     1093.69  (feet) COMP
 DL4055  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 DL4055
 DL4055  VERT ORDER      -  FIRST     CLASS II
 DL4055
 DL4055.The horizontal coordinates were determined by differentially corrected
 DL4055.hand held GPS observations or other comparable positioning techniques
 DL4055.and have an estimated accuracy of +/- 3 meters.
 DL4055
 DL4055.The orthometric height was determined by differential leveling and
 DL4055.adjusted by the NATIONAL GEODETIC SURVEY
 DL4055.in September 2009.
 DL4055
 DL4055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4055.GEOID18 height accuracy estimate available here.
 DL4055
 DL4055.Click photographs - Photos may exist for this station.
 DL4055
 DL4055.The dynamic height is computed by dividing the NAVD 88
 DL4055.geopotential number by the normal gravity value computed on the
 DL4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4055.degrees latitude (g = 980.6199 gals.).
 DL4055
 DL4055.The modeled gravity was interpolated from observed gravity values.
 DL4055
 DL4055;                    North         East    Units  Estimated Accuracy
 DL4055;SPC MI S     -    80,409.3   4,024,197.2     MT  (+/- 3 meters HH1 GPS) 
 DL4055
 DL4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4152078740(NAD 83)
 DL4055
 DL4055                          SUPERSEDED SURVEY CONTROL
 DL4055
 DL4055.No superseded survey control is available for this station.
 DL4055
 DL4055_MARKER: DD = SURVEY DISK
 DL4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4055_STAMPING: 81606 2008
 DL4055_MARK LOGO: MIDT
 DL4055_PROJECTION: FLUSH
 DL4055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4055+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4055
 DL4055  HISTORY     - Date     Condition        Report By
 DL4055  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4055
 DL4055                          STATION DESCRIPTION
 DL4055
 DL4055'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4055'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF NORVELL,
 DL4055'7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF CHELSEA AND 5.4 MI (8.7 KM)
 DL4055'NORTH-NORTHWEST OF MANCHESTER.
 DL4055'
 DL4055'TO REACH THE STATION FROM THE JUNCTION OF SYLVAN ROAD WITH GRASS LAKE
 DL4055'ROAD ABOUT 6 MI (9.7 KM) NORTH OF MANCHESTER, MICHIGAN, GO SOUTH ON
 DL4055'SYLVAN ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DL4055'
 DL4055'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4055'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4055'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4055'
 DL4055'THE STATION IS 0.2 MI (0.3 KM) NORTH OF WASHBURN ROAD, 30 FT (9.1 M)
 DL4055'SOUTH OF DRIVEWAY OPENING '4707 SYLVAN ROAD', 19 FT (5.8 M) WEST OF
 DL4055'THE CENTER OF SYLVAN ROAD, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL4055'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4056 ***********************************************************************
 DL4056  DESIGNATION -  81607
 DL4056  PID         -  DL4056
 DL4056  STATE/COUNTY-  MI/WASHTENAW
 DL4056  COUNTRY     -  US
 DL4056  USGS QUAD   -  MANCHESTER (2017)
 DL4056
 DL4056                         *CURRENT SURVEY CONTROL
 DL4056  ______________________________________________________________________
 DL4056* NAD 83(2011) POSITION- 42 14 59.16396(N) 084 04 26.89023(W)   ADJUSTED
 DL4056* NAD 83(2011) ELLIP HT-   255.194 (meters)        (06/27/12)   ADJUSTED
 DL4056* NAD 83(2011) EPOCH   -  2010.00
 DL4056* NAVD 88 ORTHO HEIGHT -   289.368 (meters)      949.37  (feet) ADJUSTED
 DL4056  ______________________________________________________________________
 DL4056  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 DL4056  NAD 83(2011) X  -    488,185.819 (meters)                     COMP
 DL4056  NAD 83(2011) Y  - -4,703,311.169 (meters)                     COMP
 DL4056  NAD 83(2011) Z  -  4,266,352.056 (meters)                     COMP
 DL4056  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 DL4056  DYNAMIC HEIGHT  -        289.269 (meters)      949.04  (feet) COMP
 DL4056  MODELED GRAVITY -    980,274.0   (mgal)                       NAVD 88
 DL4056
 DL4056  VERT ORDER      -  FIRST     CLASS II
 DL4056
 DL4056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4056  Standards:
 DL4056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4056  -------------------------------------------------------------------
 DL4056  NETWORK    0.24   0.43           0.11   0.08   0.22     -0.02934014
 DL4056  -------------------------------------------------------------------
 DL4056  Click here for local accuracies and other accuracy information.
 DL4056
 DL4056.The horizontal coordinates were established by GPS observations
 DL4056.and adjusted by the National Geodetic Survey in June 2012.
 DL4056
 DL4056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4056.been affixed to the stable North American tectonic plate. See 
 DL4056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4056
 DL4056.The horizontal coordinates are valid at the epoch date displayed above
 DL4056.which is a decimal equivalence of Year/Month/Day.
 DL4056
 DL4056.The orthometric height was determined by differential leveling and
 DL4056.adjusted by the NATIONAL GEODETIC SURVEY
 DL4056.in September 2009.
 DL4056
 DL4056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4056.GEOID18 height accuracy estimate available here.
 DL4056
 DL4056.Click photographs - Photos may exist for this station.
 DL4056
 DL4056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4056
 DL4056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4056
 DL4056.The ellipsoidal height was determined by GPS observations
 DL4056.and is referenced to NAD 83.
 DL4056
 DL4056.The dynamic height is computed by dividing the NAVD 88
 DL4056.geopotential number by the normal gravity value computed on the
 DL4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4056.degrees latitude (g = 980.6199 gals.).
 DL4056
 DL4056.The modeled gravity was interpolated from observed gravity values.
 DL4056
 DL4056. The following values were computed from the NAD 83(2011) position.
 DL4056
 DL4056;                    North         East     Units Scale Factor Converg.
 DL4056;SPC MI S     -    83,324.940 4,024,140.542   MT  0.99996791   +0 11 56.7
 DL4056;SPC MI S     -   273,375.79 13,202,560.83   iFT  0.99996791   +0 11 56.7
 DL4056;UTM  16      - 4,681,653.927   741,373.423   MT  1.00031692   +1 58 05.5
 DL4056;UTM  17      - 4,682,084.987   246,393.520   MT  1.00039144   -2 04 04.9
 DL4056
 DL4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4056!SPC MI S     -   0.99995998  x   0.99996791  =   0.99992789
 DL4056!UTM  16      -   0.99995998  x   1.00031692  =   1.00027689
 DL4056!UTM  17      -   0.99995998  x   1.00039144  =   1.00035140
 DL4056
 DL4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4137381653(NAD 83)
 DL4056
 DL4056                          SUPERSEDED SURVEY CONTROL
 DL4056
 DL4056  NAD 83(2007)-  42 14 59.16423(N)    084 04 26.89110(W) AD(2002.00) B
 DL4056  ELLIP H (10/19/09)  255.212  (m)                       GP(2002.00) 1 1
 DL4056
 DL4056.Superseded values are not recommended for survey control.
 DL4056
 DL4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4056.See file dsdata.pdf to determine how the superseded data were derived.
 DL4056
 DL4056_MARKER: DD = SURVEY DISK
 DL4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4056_STAMPING: 81607 2008
 DL4056_MARK LOGO: MIDT
 DL4056_PROJECTION: FLUSH
 DL4056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4056+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DL4056
 DL4056  HISTORY     - Date     Condition        Report By
 DL4056  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4056  HISTORY     - 20200715 GOOD             MIDT
 DL4056
 DL4056                          STATION DESCRIPTION
 DL4056
 DL4056'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4056'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF GRASS LAKE, 7.1
 DL4056'MI (11.4 KM) NORTH-NORTHWEST OF MANCHESTER AND 5.5 MI (8.8 KM)
 DL4056'SOUTH-SOUTHWEST OF CHELSEA.
 DL4056'
 DL4056'TO REACH THE STATION FROM THE JUNCTION OF SYLVAN ROAD WITH HEIM ROAD
 DL4056'ABOUT 5 MI (8.0 KM) SOUTHWEST OF CHELSEA, MICHIGAN, GO SOUTH ON SYLVAN
 DL4056'ROAD FOR 0.55 MI (0.9 KM) TO THE STATION RIGHT.
 DL4056'
 DL4056'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4056'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4056'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4056'
 DL4056'THE STATION IS 0.4 MI (0.6 KM) NORTH OF LEHMAN ROAD, 200 FT (61.0 M)
 DL4056'SOUTH OF DRIVEWAY OPENING '2915 SYLVAN ROAD', 50 FT (15.2 M) NORTH OF
 DL4056'A FIELD ENTRANCE, 20 FT (6.1 M) WEST OF THE CENTER OF SYLVAN ROAD, 2
 DL4056'FT (0.6 M) EAST OF A 3 FT (0.9 M) HIGH WIRE FENCE, AND 2 FT (0.6 M)
 DL4056'EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4056
 DL4056                          STATION RECOVERY (2020)
 DL4056
 DL4056'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DL4056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4057 ***********************************************************************
 DL4057  DESIGNATION -  81608
 DL4057  PID         -  DL4057
 DL4057  STATE/COUNTY-  MI/WASHTENAW
 DL4057  COUNTRY     -  US
 DL4057  USGS QUAD   -  CHELSEA (2017)
 DL4057
 DL4057                         *CURRENT SURVEY CONTROL
 DL4057  ______________________________________________________________________
 DL4057* NAD 83(1986) POSITION- 42 16 12.52   (N) 084 04 39.99   (W)   HD_HELD1
 DL4057* NAVD 88 ORTHO HEIGHT -   299.024 (meters)      981.05  (feet) ADJUSTED
 DL4057  ______________________________________________________________________
 DL4057  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 DL4057  DYNAMIC HEIGHT  -        298.924 (meters)      980.72  (feet) COMP
 DL4057  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 DL4057
 DL4057  VERT ORDER      -  FIRST     CLASS II
 DL4057
 DL4057.The horizontal coordinates were determined by differentially corrected
 DL4057.hand held GPS observations or other comparable positioning techniques
 DL4057.and have an estimated accuracy of +/- 3 meters.
 DL4057
 DL4057.The orthometric height was determined by differential leveling and
 DL4057.adjusted by the NATIONAL GEODETIC SURVEY
 DL4057.in September 2009.
 DL4057
 DL4057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4057.GEOID18 height accuracy estimate available here.
 DL4057
 DL4057.Click photographs - Photos may exist for this station.
 DL4057
 DL4057.The dynamic height is computed by dividing the NAVD 88
 DL4057.geopotential number by the normal gravity value computed on the
 DL4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4057.degrees latitude (g = 980.6199 gals.).
 DL4057
 DL4057.The modeled gravity was interpolated from observed gravity values.
 DL4057
 DL4057;                    North         East    Units  Estimated Accuracy
 DL4057;SPC MI S     -    85,587.2   4,023,832.5     MT  (+/- 3 meters HH1 GPS) 
 DL4057
 DL4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4099583906(NAD 83)
 DL4057
 DL4057                          SUPERSEDED SURVEY CONTROL
 DL4057
 DL4057.No superseded survey control is available for this station.
 DL4057
 DL4057_MARKER: DD = SURVEY DISK
 DL4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4057_STAMPING: 81608 2008
 DL4057_MARK LOGO: MIDT
 DL4057_PROJECTION: FLUSH
 DL4057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4057+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DL4057
 DL4057  HISTORY     - Date     Condition        Report By
 DL4057  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4057
 DL4057                          STATION DESCRIPTION
 DL4057
 DL4057'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4057'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF
 DL4057'MANCHESTER, 7.1 MI (11.4 KM) EAST OF GRASS LAKE AND 4.4 MI (7.1 KM)
 DL4057'SOUTHWEST OF CHELSEA.
 DL4057'
 DL4057'TO REACH THE STATION FROM THE JUNCTION OF SYLVAN ROAD WITH JACKSON
 DL4057'STREET ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF CHELSEA, MICHIGAN, GO SOUTH
 DL4057'ON SYLVAN ROAD FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DL4057'
 DL4057'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4057'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4057'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4057'
 DL4057'THE STATION IS 0.95 MI (1.5 KM) NORTH OF HEIM ROAD, 50 FT (15.2 M)
 DL4057'SOUTH OF DRIVEWAY OPENING '1676 SYLVAN ROAD', 10 FT (3.0 M) WEST OF
 DL4057'THE EDGE OF PAVEMENT OF SYLVAN ROAD, 3 FT (0.9 M) WEST OF A GUARDRAIL,
 DL4057'AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0331 ***********************************************************************
 NF0331  DESIGNATION -  819
 NF0331  PID         -  NF0331
 NF0331  STATE/COUNTY-  MI/KENT
 NF0331  COUNTRY     -  US
 NF0331  USGS QUAD   -  ALTO (2017)
 NF0331
 NF0331                         *CURRENT SURVEY CONTROL
 NF0331  ______________________________________________________________________
 NF0331* NAD 83(1986) POSITION- 42 51 16.00   (N) 085 22 48.75   (W)   HD_HELD1
 NF0331* NAVD 88 ORTHO HEIGHT -   249.449 (meters)      818.40  (feet) ADJUSTED
 NF0331  ______________________________________________________________________
 NF0331  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 NF0331  DYNAMIC HEIGHT  -        249.380 (meters)      818.17  (feet) COMP
 NF0331  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 NF0331
 NF0331  VERT ORDER      -  SECOND    CLASS 0
 NF0331
 NF0331.The horizontal coordinates were determined by differentially corrected
 NF0331.hand held GPS observations or other comparable positioning techniques
 NF0331.and have an estimated accuracy of +/- 3 meters.
 NF0331
 NF0331.The orthometric height was determined by differential leveling and
 NF0331.adjusted by the NATIONAL GEODETIC SURVEY
 NF0331.in June 1991.
 NF0331
 NF0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0331.GEOID18 height accuracy estimate available here.
 NF0331
 NF0331.Click photographs - Photos may exist for this station.
 NF0331
 NF0331.The dynamic height is computed by dividing the NAVD 88
 NF0331.geopotential number by the normal gravity value computed on the
 NF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0331.degrees latitude (g = 980.6199 gals.).
 NF0331
 NF0331.The modeled gravity was interpolated from observed gravity values.
 NF0331
 NF0331;                    North         East    Units  Estimated Accuracy
 NF0331;SPC MI S     -   150,946.7   3,917,169.7     MT  (+/- 3 meters HH1 GPS) 
 NF0331
 NF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3233945923(NAD 83)
 NF0331
 NF0331                          SUPERSEDED SURVEY CONTROL
 NF0331
 NF0331  NGVD 29 (??/??/92)  249.574  (m)          818.81   (f) ADJ UNCH    2 0
 NF0331
 NF0331.Superseded values are not recommended for survey control.
 NF0331
 NF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0331.See file dsdata.pdf to determine how the superseded data were derived.
 NF0331
 NF0331_MARKER: P = PIPE CAP
 NF0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0331_STAMPING: 819 MICH
 NF0331_MARK LOGO: USGS
 NF0331_PROJECTION: FLUSH
 NF0331_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0331
 NF0331  HISTORY     - Date     Condition        Report By
 NF0331  HISTORY     - 1916     MONUMENTED       USGS
 NF0331  HISTORY     - 1948     GOOD             CGS
 NF0331  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0331  HISTORY     - 19950208 MARK NOT FOUND   LOCENG
 NF0331  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0331  HISTORY     - 20120814 GOOD             PREIN
 NF0331
 NF0331                          STATION DESCRIPTION
 NF0331
 NF0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0331'AT ALTO.
 NF0331'AT ALTO, ABOUT 0.1 MILE EAST ALONG THE CHESAPEAKE AND OHIO
 NF0331'RAILWAY FROM THE STATION AT ALTO, AT THE CROSSING OF BANDCROFT
 NF0331'AVENUE SE, 53 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 31
 NF0331'FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST
 NF0331'OF A 36-INCH MAPLE TREE, 3 FEET SOUTH-SOUTHWEST OF A FENCE
 NF0331'CORNER, 8 1/2 FEET NORTH OF THE EAST END OF A 12-INCH PIPE
 NF0331'CULVERT, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 5 1/2
 NF0331'FEET BELOW THE TRACK AND PROJECTING 6 INCHES.
 NF0331
 NF0331                          STATION RECOVERY (1985)
 NF0331
 NF0331'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0331'MARK NOT FOUND.
 NF0331
 NF0331                          STATION RECOVERY (1995)
 NF0331
 NF0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF0331'MARK NOT FOUND.
 NF0331
 NF0331                          STATION RECOVERY (1999)
 NF0331
 NF0331'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0331'MARK NOT FOUND.
 NF0331
 NF0331                          STATION RECOVERY (2012)
 NF0331
 NF0331'RECOVERY NOTE BY PREIN AND NEWHOF 2012 (TP)
 NF0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0307 ***********************************************************************
 OK0307  DESIGNATION -  819.3
 OK0307  PID         -  OK0307
 OK0307  STATE/COUNTY-  MI/MONTCALM
 OK0307  COUNTRY     -  US
 OK0307  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0307
 OK0307                         *CURRENT SURVEY CONTROL
 OK0307  ______________________________________________________________________
 OK0307* NAD 83(1986) POSITION- 43 11 23.     (N) 085 15 59.     (W)   SCALED
 OK0307* NAVD 88 ORTHO HEIGHT -   249.481 (meters)      818.51  (feet) ADJUSTED
 OK0307  ______________________________________________________________________
 OK0307  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 OK0307  DYNAMIC HEIGHT  -        249.427 (meters)      818.33  (feet) COMP
 OK0307  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 OK0307
 OK0307  VERT ORDER      -  SECOND    CLASS 0
 OK0307
 OK0307.The horizontal coordinates were scaled from a map and have
 OK0307.an estimated accuracy of +/- 6 seconds.
 OK0307
 OK0307.The orthometric height was determined by differential leveling and
 OK0307.adjusted by the NATIONAL GEODETIC SURVEY
 OK0307.in June 1991.
 OK0307
 OK0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0307.GEOID18 height accuracy estimate available here.
 OK0307
 OK0307.Click photographs - Photos may exist for this station.
 OK0307
 OK0307.The dynamic height is computed by dividing the NAVD 88
 OK0307.geopotential number by the normal gravity value computed on the
 OK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0307.degrees latitude (g = 980.6199 gals.).
 OK0307
 OK0307.The modeled gravity was interpolated from observed gravity values.
 OK0307
 OK0307;                    North         East    Units  Estimated Accuracy
 OK0307;SPC MI S     -   188,080.    3,926,870.      MT  (+/- 180 meters Scaled)
 OK0307
 OK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN408833(NAD 83)
 OK0307
 OK0307                          SUPERSEDED SURVEY CONTROL
 OK0307
 OK0307  NGVD 29 (??/??/92)  249.616  (m)          818.95   (f) ADJ UNCH    2 0
 OK0307
 OK0307.Superseded values are not recommended for survey control.
 OK0307
 OK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0307.See file dsdata.pdf to determine how the superseded data were derived.
 OK0307
 OK0307_MARKER: Q = CHISELED SQUARE
 OK0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0307_SP_SET: BRIDGE
 OK0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0307+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 OK0307
 OK0307  HISTORY     - Date     Condition        Report By
 OK0307  HISTORY     - 1928     MONUMENTED       USGS
 OK0307  HISTORY     - 1934     GOOD             CGS
 OK0307  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0307  HISTORY     - 20030812 GOOD             INDIV
 OK0307  HISTORY     - 20060316 GOOD             INDIV
 OK0307
 OK0307                          STATION DESCRIPTION
 OK0307
 OK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0307'0.5 MI W FROM GREENVILLE.
 OK0307'0.5 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0307'AT GREENVILLE, AT THE HASKINS HIGHWAY BRIDGE OVER FLAT RIVER,
 OK0307'ON THE TOP OF THE SOUTHWEST WING WALL, 8 INCHES SOUTH OF THE
 OK0307'ABUTMENT, 36 FEET NORTH OF THE NORTH RAIL, AND 9 FEET WEST OF
 OK0307'THE CENTERLINE OF A ROAD.  A CHISELED SQUARE.
 OK0307
 OK0307                          STATION RECOVERY (2001)
 OK0307
 OK0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0307
 OK0307                          STATION RECOVERY (2003)
 OK0307
 OK0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CTB)
 OK0307'POINT RECOVERED IN GOOD CONDITION.  POINT IS LOCATED ON THE NORTH SIDE
 OK0307'OF GREENVILLE WEST DRIVE, APPROXIMATELY 0.5 TO 0.7 MILES WEST OF M-91
 OK0307'(LAFAYETTE ROAD).
 OK0307'THE OLD RR TRACKS NO LONGER PASS BY THE POINT, NOR DOES THE HASKINS
 OK0307'HIGHWAY STILL EXIST.  THE BRIDGE DECK OVER THE RIVER IS GONE BUT THE
 OK0307'OLD ABUTMENTS AND WING WALLS ARE STILL THERE.
 OK0307'THE SOUTHERLY ABUTMENT IS HARD TO SEE, HOWEVER, THE NORTHERLY ABUTMENT
 OK0307'IS VISIBLE FROM GREENVILLE WEST DRIVE.
 OK0307
 OK0307                          STATION RECOVERY (2006)
 OK0307
 OK0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PN)
 OK0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0108 ***********************************************************************
 OK0108  DESIGNATION -  82 1/2
 OK0108  PID         -  OK0108
 OK0108  STATE/COUNTY-  MI/SHIAWASSEE
 OK0108  COUNTRY     -  US
 OK0108  USGS QUAD   -  OVID EAST (2017)
 OK0108
 OK0108                         *CURRENT SURVEY CONTROL
 OK0108  ______________________________________________________________________
 OK0108* NAD 83(1986) POSITION- 43 00 05.     (N) 084 14 59.     (W)   SCALED
 OK0108* NAVD 88 ORTHO HEIGHT -   234.646 (meters)      769.83  (feet) ADJUSTED
 OK0108  ______________________________________________________________________
 OK0108  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 OK0108  DYNAMIC HEIGHT  -        234.593 (meters)      769.66  (feet) COMP
 OK0108  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OK0108
 OK0108  VERT ORDER      -  SECOND    CLASS 0
 OK0108
 OK0108.The horizontal coordinates were scaled from a map and have
 OK0108.an estimated accuracy of +/- 6 seconds.
 OK0108
 OK0108.The orthometric height was determined by differential leveling and
 OK0108.adjusted by the NATIONAL GEODETIC SURVEY
 OK0108.in June 1991.
 OK0108
 OK0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0108.GEOID18 height accuracy estimate available here.
 OK0108
 OK0108.Click photographs - Photos may exist for this station.
 OK0108
 OK0108.The dynamic height is computed by dividing the NAVD 88
 OK0108.geopotential number by the normal gravity value computed on the
 OK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0108.degrees latitude (g = 980.6199 gals.).
 OK0108
 OK0108.The modeled gravity was interpolated from observed gravity values.
 OK0108
 OK0108;                    North         East    Units  Estimated Accuracy
 OK0108;SPC MI S     -   166,780.    4,009,540.      MT  (+/- 180 meters Scaled)
 OK0108
 OK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN241646(NAD 83)
 OK0108
 OK0108                          SUPERSEDED SURVEY CONTROL
 OK0108
 OK0108  NGVD 29 (??/??/92)  234.791  (m)          770.31   (f) ADJ UNCH    2 0
 OK0108
 OK0108.Superseded values are not recommended for survey control.
 OK0108
 OK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0108.See file dsdata.pdf to determine how the superseded data were derived.
 OK0108
 OK0108_MARKER: B = BOLT
 OK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0108_STAMPING: BM NO 82 1/2
 OK0108_MARK LOGO: GTWRR
 OK0108_PROJECTION: FLUSH
 OK0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0108+STABILITY: SURFACE MOTION
 OK0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0108+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0108
 OK0108  HISTORY     - Date     Condition        Report By
 OK0108  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0108  HISTORY     - 1934     GOOD             CGS
 OK0108  HISTORY     - 1989     GOOD             USPSQD
 OK0108  HISTORY     - 20010806 GOOD             NGS
 OK0108  HISTORY     - 20010815 GOOD             NGS
 OK0108  HISTORY     - 20070605 GOOD             MIDT
 OK0108
 OK0108                          STATION DESCRIPTION
 OK0108
 OK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0108'4.1 MI W FROM OWOSSO.
 OK0108'4.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0108'STATION AT OWOSSO, SHIAWASSEE COUNTY, 6 RAILS EAST OF A ROAD
 OK0108'CROSSING, 33 FEET NORTHWEST OF A CONCRETE CULVERT, 46 FEET
 OK0108'NORTH OF THE NORTH RAIL, AND 2.1 FEET SOUTH OF A FENCE.  A
 OK0108'BRONZE PLUG, STAMPED BM NO. 82 1/2 AND SET IN THE TOP OF A
 OK0108'CONCRETE POST.
 OK0108
 OK0108                          STATION RECOVERY (1989)
 OK0108
 OK0108'RECOVERY NOTE BY US POWER SQUADRON 1989 (NC)
 OK0108'RECOVERED IN GOOD CONDITION.
 OK0108
 OK0108                          STATION RECOVERY (2001)
 OK0108
 OK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0108
 OK0108                          STATION RECOVERY (2001)
 OK0108
 OK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0108
 OK0108                          STATION RECOVERY (2007)
 OK0108
 OK0108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0108'MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 OK0108'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1307 ***********************************************************************
 RJ1307  DESIGNATION -  82 C6W 011
 RJ1307  PID         -  RJ1307
 RJ1307  STATE/COUNTY-  MI/CHIPPEWA
 RJ1307  COUNTRY     -  US
 RJ1307  USGS QUAD   -  OAK RIDGE (2017)
 RJ1307
 RJ1307                         *CURRENT SURVEY CONTROL
 RJ1307  ______________________________________________________________________
 RJ1307* NAD 83(1994) POSITION- 46 17 06.56679(N) 084 12 56.96289(W)   ADJUSTED
 RJ1307* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1307  ______________________________________________________________________
 RJ1307  GEOID HEIGHT    -        -36.495 (meters)                     GEOID18
 RJ1307  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 RJ1307  HORZ ORDER      -  SECOND
 RJ1307
 RJ1307.The horizontal coordinates were established by classical geodetic methods
 RJ1307.and adjusted by the National Geodetic Survey in February 1997.
 RJ1307
 RJ1307.The orthometric height was scaled from a topographic map.
 RJ1307
 RJ1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1307.GEOID18 height accuracy estimate available here.
 RJ1307
 RJ1307.Click photographs - Photos may exist for this station.
 RJ1307
 RJ1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1307
 RJ1307. The following values were computed from the NAD 83(1994) position.
 RJ1307
 RJ1307;                    North         East     Units Scale Factor Converg.
 RJ1307;SPC MI N     -   170,685.983 8,214,495.976   MT  0.99990283   +2 00 44.6
 RJ1307;SPC MI N     -   559,993.38 26,950,446.12   iFT  0.99990283   +2 00 44.6
 RJ1307;UTM  16      - 5,129,499.075   714,471.419   MT  1.00016547   +2 00 47.3
 RJ1307
 RJ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1307!SPC MI N     -   0.99997673  x   0.99990283  =   0.99987956
 RJ1307!UTM  16      -   0.99997673  x   1.00016547  =   1.00014219
 RJ1307
 RJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1447129499(NAD 83)
 RJ1307
 RJ1307                          SUPERSEDED SURVEY CONTROL
 RJ1307
 RJ1307  NAD 83(1986)-  46 17 06.55825(N)    084 12 56.95930(W) AD(       ) 2
 RJ1307
 RJ1307.Superseded values are not recommended for survey control.
 RJ1307
 RJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1307.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1307
 RJ1307_MARKER: DS = TRIANGULATION STATION DISK
 RJ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1307+STABILITY: SURFACE MOTION
 RJ1307
 RJ1307  HISTORY     - Date     Condition        Report By
 RJ1307  HISTORY     - 1988     MONUMENTED       USACE
 RJ1307
 RJ1307                          STATION DESCRIPTION
 RJ1307
 RJ1307'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1307'THE STATION IS LOCATED ABOUT 25.4 KM (15.8 MI) SOUTH-SOUTHEAST OF
 RJ1307'SAULT STE MARIE, 30.9 KM (19.2 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1307'40.2 KM (25.0 MI) NORTHWEST OF DETOUR VILLAGE NEAR WEST NEEBISH
 RJ1307'RANGE LIGHT NO 1 IN PART OF GOVT LOT 1, SEC 20, T45N-R2E.
 RJ1307'OWNERSHIP---MICHAEL J. AND SHIRLEY MENAPACE
 RJ1307'
 RJ1307'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1307'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1307'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1307'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1307'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1307'DOWNRIVER FOR 15 MINUTES TO JUT OF LAND SOUTH OF RANGE LIGHT  1
 RJ1307'AND THE STATION.
 RJ1307'
 RJ1307'THE STATION IS A STANDARD COE DISK, SET INTO A ROUND CONCRETE
 RJ1307'MONUMENT THAT IS FLUSH WITH THE GROUND, LOCATED UNDER METAL TRIPOD.
 RJ1307'
 RJ1307'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5871 ***********************************************************************
 AA5871  DESIGNATION -  82102 RM 2
 AA5871  PID         -  AA5871
 AA5871  STATE/COUNTY-  MI/WAYNE
 AA5871  COUNTRY     -  US
 AA5871  USGS QUAD   -  INKSTER (2017)
 AA5871
 AA5871                         *CURRENT SURVEY CONTROL
 AA5871  ______________________________________________________________________
 AA5871* NAD 83(2011) POSITION- 42 15 56.27950(N) 083 16 12.19983(W)   ADJUSTED
 AA5871* NAD 83(2011) ELLIP HT-   154.311 (meters)        (06/27/12)   ADJUSTED
 AA5871* NAD 83(2011) EPOCH   -  2010.00
 AA5871* NAVD 88 ORTHO HEIGHT -   188.8   (meters)      619.    (feet) GPS OBS
 AA5871  ______________________________________________________________________
 AA5871  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5871  GEOID HEIGHT    -         -34.35 (meters)                     GEOID93
 AA5871  GEOID HEIGHT    -        -34.455 (meters)                     GEOID18
 AA5871  NAD 83(2011) X  -    553,993.531 (meters)                     COMP
 AA5871  NAD 83(2011) Y  - -4,694,746.002 (meters)                     COMP
 AA5871  NAD 83(2011) Z  -  4,267,588.588 (meters)                     COMP
 AA5871  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AA5871
 AA5871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5871  Standards:
 AA5871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5871  -------------------------------------------------------------------
 AA5871  NETWORK    0.77   1.06           0.34   0.28   0.54      0.07594345
 AA5871  -------------------------------------------------------------------
 AA5871  Click here for local accuracies and other accuracy information.
 AA5871
 AA5871.The horizontal coordinates were established by GPS observations
 AA5871.and adjusted by the National Geodetic Survey in June 2012.
 AA5871
 AA5871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5871.been affixed to the stable North American tectonic plate. See 
 AA5871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5871
 AA5871.The horizontal coordinates are valid at the epoch date displayed above
 AA5871.which is a decimal equivalence of Year/Month/Day.
 AA5871
 AA5871.The orthometric height was determined by GPS observations and a
 AA5871.high-resolution geoid model.
 AA5871
 AA5871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5871.GEOID18 height accuracy estimate available here.
 AA5871
 AA5871.Click photographs - Photos may exist for this station.
 AA5871
 AA5871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5871
 AA5871.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5871
 AA5871.The ellipsoidal height was determined by GPS observations
 AA5871.and is referenced to NAD 83.
 AA5871
 AA5871. The following values were computed from the NAD 83(2011) position.
 AA5871
 AA5871;                    North         East     Units Scale Factor Converg.
 AA5871;SPC MI S     -    85,634.443 4,090,470.494   MT  0.99996490   +0 44 46.6
 AA5871;SPC MI S     -   280,952.90 13,420,178.79   iFT  0.99996490   +0 44 46.6
 AA5871;UTM  17      - 4,681,765.005   312,778.560   MT  1.00003130   -1 31 38.0
 AA5871
 AA5871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5871!SPC MI S     -   0.99997580  x   0.99996490  =   0.99994070
 AA5871!UTM  17      -   0.99997580  x   1.00003130  =   1.00000710
 AA5871
 AA5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1277881765(NAD 83)
 AA5871
 AA5871                          SUPERSEDED SURVEY CONTROL
 AA5871
 AA5871  NAD 83(2007)-  42 15 56.27978(N)    083 16 12.20061(W) AD(2002.00) 0
 AA5871  ELLIP H (02/10/07)  154.311  (m)                       GP(2002.00)    
 AA5871  ELLIP H (07/12/02)  154.346  (m)                       GP(       ) 4 1
 AA5871  NAD 83(1994)-  42 15 56.27942(N)    083 16 12.20002(W) AD(       ) 1
 AA5871  ELLIP H (02/03/97)  154.390  (m)                       GP(       ) 4 1
 AA5871  NAD 83(1986)-  42 15 56.28600(N)    083 16 12.22992(W) AD(       ) 1
 AA5871
 AA5871.Superseded values are not recommended for survey control.
 AA5871
 AA5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5871.See file dsdata.pdf to determine how the superseded data were derived.
 AA5871
 AA5871_MARKER: DR = REFERENCE MARK DISK
 AA5871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5871_STAMPING: 82102 2 1980
 AA5871_MARK LOGO: MIDT
 AA5871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5871+STABILITY: SURFACE MOTION
 AA5871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5871+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 AA5871
 AA5871  HISTORY     - Date     Condition        Report By
 AA5871  HISTORY     - 1980     MONUMENTED       MIDT
 AA5871  HISTORY     - 20010904 GOOD             INDIV
 AA5871
 AA5871                          STATION DESCRIPTION
 AA5871
 AA5871'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA5871'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5871'IS IN THE NORTHWEST 1/4 OF SECTION 4, T-3-S, R-10-E, IN THE NORTHEAST
 AA5871'QUADRANT OF INTERSTATE HIGHWAY 94 AND U.S. HIGHWAY 24 (TELEGRAPH
 AA5871'ROAD)INTERSECTION.  ABOUT 0.5 MI (0.8 KM) NORTH OF TAYLOR, 3.0 MI (4.8
 AA5871'KM) SOUTH OF DEARBORN, 5.0 MI (8.0 KM) SOUTHEAST OF WAYNE AND ON
 AA5871'HIGHWAY RIGHT-OF-WAY. TO REACH FROM U.S. HIGHWAY 12 AND U.S. HIGHWAY
 AA5871'24 (TELEGRAPH ROAD) IN DEARBORN, GO SOUTH ALONG HIGHWAY 24 FOR 2.3 MI
 AA5871'(3.7 KM) PASSING THE STATION ON THE LEFT ON THE OPPOSITE SIDE OF
 AA5871'NORTHBOUND LANES. CONTINUE SOUTH FOR 0.4 MI (0.6 KM) TO A MEDIAN TURN
 AA5871'AROUND LEFT AND RETURN NORTH  FOR 0.4 MI (0.6 KM) ALONG HIGHWAY 24 TO
 AA5871'JUST PAST WESTBOUND INTERSTATE HIGHWAY 94 OVERPASS AND STATION ON THE
 AA5871'RIGHT AT THE TOP OF THE BANK AS DESCRIBED. STATION IS 58.3 FT (17.8 M)
 AA5871'SOUTH FROM A 15-INCH ELM TREE, 54.2 FT (16.5 M) NORTH FROM THE
 AA5871'NORTHEAST CORNER OF WINGWALL, 59.2 FT (18.0 M) EAST FROM THE EAST EDGE
 AA5871'OF HIGHWAY 24, 53.5 FT (16.3 M) EAST FROM A UTILITY POLE AND 52.1 FT
 AA5871'(15.9 M) NORTH FROM A METAL WINTESS POST WITH SIGN.
 AA5871
 AA5871                          STATION RECOVERY (2001)
 AA5871
 AA5871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA5871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1556 ***********************************************************************
 NE1556  DESIGNATION -  82103
 NE1556  PID         -  NE1556
 NE1556  STATE/COUNTY-  MI/WAYNE
 NE1556  COUNTRY     -  US
 NE1556  USGS QUAD   -  WAYNE (2017)
 NE1556
 NE1556                         *CURRENT SURVEY CONTROL
 NE1556  ______________________________________________________________________
 NE1556* NAD 83(2011) POSITION- 42 16 45.63386(N) 083 26 30.99053(W)   ADJUSTED
 NE1556* NAD 83(2011) ELLIP HT-   173.990 (meters)        (06/27/12)   ADJUSTED
 NE1556* NAD 83(2011) EPOCH   -  2010.00
 NE1556* NAVD 88 ORTHO HEIGHT -   208.2   (meters)      683.    (feet) GPS OBS
 NE1556  ______________________________________________________________________
 NE1556  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1556  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 NE1556  NAD 83(2011) X  -    539,791.575 (meters)                     COMP
 NE1556  NAD 83(2011) Y  - -4,695,383.639 (meters)                     COMP
 NE1556  NAD 83(2011) Z  -  4,268,728.684 (meters)                     COMP
 NE1556  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 NE1556  OBS GRAVITY     -    980,314.9   (mgal)                       GRAV_OBS
 NE1556
 NE1556
 NE1556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1556  Standards:
 NE1556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1556  -------------------------------------------------------------------
 NE1556  NETWORK    0.73   1.04           0.32   0.27   0.53      0.00573928
 NE1556  -------------------------------------------------------------------
 NE1556  Click here for local accuracies and other accuracy information.
 NE1556
 NE1556.The horizontal coordinates were established by GPS observations
 NE1556.and adjusted by the National Geodetic Survey in June 2012.
 NE1556
 NE1556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1556.been affixed to the stable North American tectonic plate. See 
 NE1556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1556
 NE1556.The horizontal coordinates are valid at the epoch date displayed above
 NE1556.which is a decimal equivalence of Year/Month/Day.
 NE1556
 NE1556.The orthometric height was determined by GPS observations and a
 NE1556.high-resolution geoid model.
 NE1556
 NE1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1556.GEOID18 height accuracy estimate available here.
 NE1556
 NE1556.Click photographs - Photos may exist for this station.
 NE1556
 NE1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1556
 NE1556.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1556
 NE1556.The ellipsoidal height was determined by GPS observations
 NE1556.and is referenced to NAD 83.
 NE1556
 NE1556.The observed gravity was obtained from relative gravimeter ties
 NE1556.to the IGSN71 gravity network.
 NE1556
 NE1556. The following values were computed from the NAD 83(2011) position.
 NE1556
 NE1556;                    North         East     Units Scale Factor Converg.
 NE1556;SPC MI S     -    86,986.905 4,076,273.760   MT  0.99996236   +0 37 45.5
 NE1556;SPC MI S     -   285,390.11 13,373,601.57   iFT  0.99996236   +0 37 45.5
 NE1556;UTM  17      - 4,683,679.668   298,645.210   MT  1.00009888   -1 38 36.1
 NE1556
 NE1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1556!SPC MI S     -   0.99997271  x   0.99996236  =   0.99993507
 NE1556!UTM  17      -   0.99997271  x   1.00009888  =   1.00007159
 NE1556
 NE1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9864583679(NAD 83)
 NE1556
 NE1556                          SUPERSEDED SURVEY CONTROL
 NE1556
 NE1556  NAD 83(2007)-  42 16 45.63403(N)    083 26 30.99124(W) AD(2002.00) 0
 NE1556  ELLIP H (02/10/07)  174.001  (m)                       GP(2002.00)    
 NE1556  ELLIP H (07/12/02)  174.016  (m)                       GP(       ) 4 1
 NE1556  NAD 83(1994)-  42 16 45.63361(N)    083 26 30.99051(W) AD(       ) 1
 NE1556  ELLIP H (02/03/97)  174.064  (m)                       GP(       ) 4 1
 NE1556  NAD 83(1986)-  42 16 45.64071(N)    083 26 31.02010(W) AD(       ) 1
 NE1556  NAD 83(1986)-  42 16 45.63988(N)    083 26 31.01686(W) AD(       ) 1
 NE1556  NAD 83(1986)-  42 16 45.63891(N)    083 26 31.01589(W) AD(       ) 1
 NE1556  NGVD 29 (03/27/91)  208.0    (m)  OSU 89B  model used  GPS OBS        
 NE1556
 NE1556.Superseded values are not recommended for survey control.
 NE1556
 NE1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1556.See file dsdata.pdf to determine how the superseded data were derived.
 NE1556
 NE1556_MARKER: DD = SURVEY DISK
 NE1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1556_STAMPING: 82103 1980
 NE1556_MARK LOGO: MIDT
 NE1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1556+STABILITY: SURFACE MOTION
 NE1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1556+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 NE1556
 NE1556  HISTORY     - Date     Condition        Report By
 NE1556  HISTORY     - 1980     MONUMENTED       MIDT
 NE1556  HISTORY     - 19900124 GOOD             NGS
 NE1556  HISTORY     - 19930518 GOOD             LOCENG
 NE1556  HISTORY     - 19940311 GOOD             MIDT
 NE1556  HISTORY     - 20041208 GOOD             ROWEIN
 NE1556  HISTORY     - 20140825 GOOD             ROWEIN
 NE1556
 NE1556                          STATION DESCRIPTION
 NE1556
 NE1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1556'THE STATION IS LOCATED IN QUAD. 420832, IN THE SOUTHEAST CORNER OF THE
 NE1556'SOUTHWEST 1/4 OF SECTION 25, T-2-S, R-8-E, IN CANTON TOWNSHIP AND ON
 NE1556'THE WAYNE QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NE1556'TRANSPORTATION.
 NE1556'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN AVENUE (U.S.
 NE1556'HIGHWAY 12) AND WAYNE ROAD IN WAYNE, GO WEST ON MICHIGAN AVENUE FOR
 NE1556'4.79 KM (3.00 MI) TO THE ENTRANCE RAMP TO THE SOUTHBOUND LANES OF
 NE1556'INTERSTATE HIGHWAY 275 (EXIT 22).  TURN RIGHT AND GO AROUND THE
 NE1556'ENTRANCE RAMP FOR 0.64 KM (0.40 MI) TO THE SOUTH END OF A GUARDRAIL
 NE1556'AND THE STATION ON THE RIGHT.
 NE1556'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1556'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 49.0 M
 NE1556'(160.8 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A CRASHWALL AT THE
 NE1556'SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER MICHIGAN AVENUE,
 NE1556'20.8 M (68.2 FT) WEST FROM THE CENTER OF THE SOUTHBOUND LANES OF
 NE1556'INTERSTATE HIGHWAY 275, 13.6 M (44.6 FT) SOUTHWEST OF HIGHWAY MILEPOST
 NE1556'22, 7.3 M (24.0 FT) WEST-NORTHWEST OF RM 1 AND 9.1 M (29.9 FT) WEST OF
 NE1556'THE SOUTH END OF A GUARDRAIL AND CARSONITE WITNESS POST.
 NE1556'DESCRIBED BY E.J. HANSMANN.
 NE1556
 NE1556                          STATION RECOVERY (1993)
 NE1556
 NE1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1556'RECOVERED AS DESCRIBED.
 NE1556
 NE1556                          STATION RECOVERY (1994)
 NE1556
 NE1556'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1556'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP.  IT IS
 NE1556'IN THE NORTHWEST 1/4 OF SECTION 36, T-2-S, R-8-E, CANTON TOWNSHIP.
 NE1556'ABOUT 3.0 MI (4.8 KM) WEST OF WAYNE, 3.5 MI (5.6 KM) SOUTHWEST OF
 NE1556'WESTLAND, 6.0 MI (9.7 KM) SOUTHEAST OF PLYMOUTH AND ON HIGHWAY
 NE1556'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 12
 NE1556'(MICHIGAN AVENUE)AND WAYNE ROAD IN THE CITY OF WAYNE, GO WEST ALONG
 NE1556'HIGHWAY 12 FOR 3.0 MI (4.8 KM) TO SOUTHBOUND INTERSTATE HIGHWAY 275
 NE1556'ENTRANCE RAMP. FOLLOW RAMP AROUND FOR 0.4 MI (0.6 KM) TO THE STATION
 NE1556'ON THE RIGHT AT THE SOUTH END OF BRIDGE OVER U.S. HIGHWAY 12. STATION
 NE1556'IS 50.8 FT (15.5 M) SOUTHWEST FROM THE SOUTH GUARD RAIL POST, 38.4 FT
 NE1556'(11.7 M) WEST FROM THE WEST EDGE OF CONCRETE OF SOUTHBOUND INTERSTATE
 NE1556'HIGHWAY 275, 74.9 FT (22.8 M) EAST FROM A PINE TREE, 114.8 FT (35.0 M)
 NE1556'NORTHEAST FROM A 2-INCH MAPLE TREE, 24.2 FT (7.4 M) WEST FROM
 NE1556'REFERENCE MARK NO 1 AND 28.9 FT (8.8 M) WEST FROM A CARSONITE POST.
 NE1556
 NE1556                          STATION RECOVERY (2004)
 NE1556
 NE1556'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 NE1556'LOCATION DESCRIPTION GOOD EXCEPT PINE TREE AND CARSONITE POST ARE BOTH
 NE1556'GONE.
 NE1556
 NE1556                          STATION RECOVERY (2014)
 NE1556
 NE1556'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 NE1556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5953 ***********************************************************************
 AB5953  DESIGNATION -  82126
 AB5953  PID         -  AB5953
 AB5953  STATE/COUNTY-  MI/WAYNE
 AB5953  COUNTRY     -  US
 AB5953  USGS QUAD   -  GROSSE POINTE (2017)
 AB5953
 AB5953                         *CURRENT SURVEY CONTROL
 AB5953  ______________________________________________________________________
 AB5953* NAD 83(2011) POSITION- 42 26 49.21438(N) 082 54 58.02726(W)   ADJUSTED
 AB5953* NAD 83(2011) ELLIP HT-   144.199 (meters)        (06/27/12)   ADJUSTED
 AB5953* NAD 83(2011) EPOCH   -  2010.00
 AB5953* NAVD 88 ORTHO HEIGHT -   178.8   (meters)      587.    (feet) GPS OBS
 AB5953  ______________________________________________________________________
 AB5953  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5953  GEOID HEIGHT    -        -34.535 (meters)                     GEOID93
 AB5953  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 AB5953  NAD 83(2011) X  -    581,309.036 (meters)                     COMP
 AB5953  NAD 83(2011) Y  - -4,677,756.490 (meters)                     COMP
 AB5953  NAD 83(2011) Z  -  4,282,469.914 (meters)                     COMP
 AB5953  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 AB5953
 AB5953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5953  Standards:
 AB5953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5953  -------------------------------------------------------------------
 AB5953  NETWORK    1.02   2.39           0.46   0.36   1.22     -0.09532892
 AB5953  -------------------------------------------------------------------
 AB5953  Click here for local accuracies and other accuracy information.
 AB5953
 AB5953.The horizontal coordinates were established by GPS observations
 AB5953.and adjusted by the National Geodetic Survey in June 2012.
 AB5953
 AB5953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5953.been affixed to the stable North American tectonic plate. See 
 AB5953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5953
 AB5953.The horizontal coordinates are valid at the epoch date displayed above
 AB5953.which is a decimal equivalence of Year/Month/Day.
 AB5953
 AB5953.The orthometric height was determined by GPS observations and a
 AB5953.high-resolution geoid model.
 AB5953
 AB5953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5953.GEOID18 height accuracy estimate available here.
 AB5953
 AB5953.Click photographs - Photos may exist for this station.
 AB5953
 AB5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5953
 AB5953.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5953
 AB5953.The ellipsoidal height was determined by GPS observations
 AB5953.and is referenced to NAD 83.
 AB5953
 AB5953. The following values were computed from the NAD 83(2011) position.
 AB5953
 AB5953;                    North         East     Units Scale Factor Converg.
 AB5953;SPC MI S     -   106,218.842 4,119,320.699   MT  0.99993592   +0 59 13.7
 AB5953;SPC MI S     -   348,487.01 13,514,831.69   iFT  0.99993592   +0 59 13.7
 AB5953;UTM  17      - 4,701,187.148   342,424.385   MT  0.99990551   -1 17 36.5
 AB5953
 AB5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5953!SPC MI S     -   0.99997739  x   0.99993592  =   0.99991331
 AB5953!UTM  17      -   0.99997739  x   0.99990551  =   0.99988290
 AB5953
 AB5953:                Primary Azimuth Mark                     Grid Az
 AB5953:SPC MI S     -  82127                                    341 34 12.8
 AB5953:UTM  17      -  82127                                    343 51 03.0
 AB5953
 AB5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4242401187(NAD 83)
 AB5953
 AB5953|---------------------------------------------------------------------|
 AB5953| PID    Reference Object                     Distance      Geod. Az  |
 AB5953|                                                           dddmmss.s |
 AB5953| AB5954 82127                               419.761 METERS 3423326.5 |
 AB5953|---------------------------------------------------------------------|
 AB5953
 AB5953                          SUPERSEDED SURVEY CONTROL
 AB5953
 AB5953  NAD 83(2007)-  42 26 49.21449(N)    082 54 58.02842(W) AD(2002.00) 0
 AB5953  ELLIP H (02/10/07)  144.196  (m)                       GP(2002.00)    
 AB5953  ELLIP H (07/12/02)  144.226  (m)                       GP(       ) 4 1
 AB5953  NAD 83(1994)-  42 26 49.21449(N)    082 54 58.02840(W) AD(       ) 1
 AB5953  ELLIP H (02/03/97)  144.270  (m)                       GP(       ) 4 1
 AB5953  NAD 83(1986)-  42 26 49.21881(N)    082 54 58.06057(W) AD(       ) 1
 AB5953
 AB5953.Superseded values are not recommended for survey control.
 AB5953
 AB5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5953.See file dsdata.pdf to determine how the superseded data were derived.
 AB5953
 AB5953_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5953_STAMPING: 82126 1985
 AB5953_MARK LOGO: MIDT
 AB5953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5953+STABILITY: SURFACE MOTION
 AB5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5953+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 AB5953
 AB5953  HISTORY     - Date     Condition        Report By
 AB5953  HISTORY     - 1985     MONUMENTED       MIDT
 AB5953  HISTORY     - 19971028 GOOD             LOCENG
 AB5953  HISTORY     - 20011008 GOOD             INDIV
 AB5953
 AB5953                          STATION DESCRIPTION
 AB5953
 AB5953'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 AB5953'STATION IS LOCATED IN QUAD 420823 AND ON THE GROSSE POINTE QUADRANGLE
 AB5953'MAP.  IT IS IN PRIVATE CLAIM 249, T-1-S, R-13-E, IN THE CITY OF HARPER
 AB5953'WOODS.  STATION IS LOCATED JUST EAST OF INTERSTATE HIGHWAY 94 AND JUST
 AB5953'NORTH OF VERNIER ROAD, NEAR THE NORTH COUNTY LINE.  ABOUT 7.5 MI (12.1
 AB5953'KM) NORTHEAST OF HAMTRAMCK, 6 MI (9.7 KM) SOUTHEAST OF THE CENTER OF
 AB5953'THE CITY OF WARREN, AND 13.5 MI (21.7 KM) SOUTHEAST OF UTICA..  TO
 AB5953'REACH STATION FROM THE POST OFFICE IN SAINT CLAIR SHORES, ON GREATER
 AB5953'MACK AVENUE JUST SOUTH OF NINE MILE ROAD, GO SOUTHWEST 1.4 MI (2.3 KM)
 AB5953'ALONG GREATER MACK AVENUE TO ANITA STREET.  TURN RIGHT AND GO
 AB5953'NORTHWEST 0.5 MI (0.8 KM) ALONG ANITA STREET TO THE EAST SIDE OF
 AB5953'HARPER AVENUE AND STATION ON THE RIGHT AS DESCRIBED.  STATION IS 13.4
 AB5953'FT (4.1 M) NORTHWEST FROM CHAIN LINK FENCE CORNER, 41.5 FT (12.6 M)
 AB5953'SOUTH FROM CATCH BASIN ON EAST SIDE OF HARPER AVENUE, 43.7 FT (13.3 M)
 AB5953'SOUTHWEST FROM SOUTHWEST CORNER OF BUILDING (BRICK PRINTING) , 62.5 FT
 AB5953'(19.1 M) NORTH FROM FIRE HYDRANT ON NORTH SIDE OF ANITA STREET.  THERE
 AB5953'IS NO WITNESS POST WITH SIGN.
 AB5953
 AB5953                          STATION RECOVERY (1997)
 AB5953
 AB5953'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5953'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS
 AB5953'LOCATED SOUTHWEST FROM THE SOUTHWEST CORNER OF A BUILDING (BRICK
 AB5953'PRINTING) , SOUTHEAST 3.140 M (10.302 FT) FROM THE CENTER OF A METAL
 AB5953'LIGNT POLE.  2.730 M (8.957 FT) EAST OF THE EAST CURB OF HARPER AVENUE
 AB5953'AT THE END OF RADIUS ON THE NORTHEAST CORNER OF HARPER AVE AND ANITA
 AB5953'ST.  18.940 M (62.139 FT) NORTHWEST FROM THE CENTER OF A FIRE HYDRANT
 AB5953'ON THE SOUTHEAST CORNER OF HARPER AVE AND ANITA STREET.
 AB5953
 AB5953                          STATION RECOVERY (2001)
 AB5953
 AB5953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MRS)
 AB5953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5954 ***********************************************************************
 AB5954  DESIGNATION -  82127
 AB5954  PID         -  AB5954
 AB5954  STATE/COUNTY-  MI/WAYNE
 AB5954  COUNTRY     -  US
 AB5954  USGS QUAD   -  GROSSE POINTE (2017)
 AB5954
 AB5954                         *CURRENT SURVEY CONTROL
 AB5954  ______________________________________________________________________
 AB5954* NAD 83(2011) POSITION- 42 27 02.19263(N) 082 55 03.53352(W)   ADJUSTED
 AB5954* NAD 83(2011) ELLIP HT-   144.627 (meters)        (06/27/12)   ADJUSTED
 AB5954* NAD 83(2011) EPOCH   -  2010.00
 AB5954* NAVD 88 ORTHO HEIGHT -   179.2   (meters)      588.    (feet) GPS OBS
 AB5954  ______________________________________________________________________
 AB5954  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5954  GEOID HEIGHT    -        -34.533 (meters)                     GEOID93
 AB5954  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 AB5954  NAD 83(2011) X  -    581,150.876 (meters)                     COMP
 AB5954  NAD 83(2011) Y  - -4,677,504.094 (meters)                     COMP
 AB5954  NAD 83(2011) Z  -  4,282,765.700 (meters)                     COMP
 AB5954  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AB5954
 AB5954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5954  Standards:
 AB5954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5954  -------------------------------------------------------------------
 AB5954  NETWORK    1.39   2.74           0.65   0.44   1.40      0.12617113
 AB5954  -------------------------------------------------------------------
 AB5954  Click here for local accuracies and other accuracy information.
 AB5954
 AB5954.The horizontal coordinates were established by GPS observations
 AB5954.and adjusted by the National Geodetic Survey in June 2012.
 AB5954
 AB5954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5954.been affixed to the stable North American tectonic plate. See 
 AB5954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5954
 AB5954.The horizontal coordinates are valid at the epoch date displayed above
 AB5954.which is a decimal equivalence of Year/Month/Day.
 AB5954
 AB5954.The orthometric height was determined by GPS observations and a
 AB5954.high-resolution geoid model.
 AB5954
 AB5954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5954.GEOID18 height accuracy estimate available here.
 AB5954
 AB5954.Click photographs - Photos may exist for this station.
 AB5954
 AB5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5954
 AB5954.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5954
 AB5954.The ellipsoidal height was determined by GPS observations
 AB5954.and is referenced to NAD 83.
 AB5954
 AB5954. The following values were computed from the NAD 83(2011) position.
 AB5954
 AB5954;                    North         East     Units Scale Factor Converg.
 AB5954;SPC MI S     -   106,617.048 4,119,188.003   MT  0.99993545   +0 59 10.0
 AB5954;SPC MI S     -   349,793.46 13,514,396.34   iFT  0.99993545   +0 59 10.0
 AB5954;UTM  17      - 4,701,590.308   342,307.644   MT  0.99990596   -1 17 40.5
 AB5954
 AB5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5954!SPC MI S     -   0.99997732  x   0.99993545  =   0.99991277
 AB5954!UTM  17      -   0.99997732  x   0.99990596  =   0.99988328
 AB5954
 AB5954:                Primary Azimuth Mark                     Grid Az
 AB5954:SPC MI S     -  82126                                    161 34 12.8
 AB5954:UTM  17      -  82126                                    163 51 03.3
 AB5954
 AB5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4230701590(NAD 83)
 AB5954
 AB5954|---------------------------------------------------------------------|
 AB5954| PID    Reference Object                     Distance      Geod. Az  |
 AB5954|                                                           dddmmss.s |
 AB5954| AB5953 82126                               419.761 METERS 1623322.8 |
 AB5954|---------------------------------------------------------------------|
 AB5954
 AB5954                          SUPERSEDED SURVEY CONTROL
 AB5954
 AB5954  NAD 83(2007)-  42 27 02.19274(N)    082 55 03.53467(W) AD(2002.00) 0
 AB5954  ELLIP H (02/10/07)  144.624  (m)                       GP(2002.00)    
 AB5954  ELLIP H (07/12/02)  144.654  (m)                       GP(       ) 4 1
 AB5954  NAD 83(1994)-  42 27 02.19273(N)    082 55 03.53465(W) AD(       ) 1
 AB5954  ELLIP H (02/03/97)  144.698  (m)                       GP(       ) 4 1
 AB5954  NAD 83(1986)-  42 27 02.19705(N)    082 55 03.56683(W) AD(       ) 1
 AB5954
 AB5954.Superseded values are not recommended for survey control.
 AB5954
 AB5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5954.See file dsdata.pdf to determine how the superseded data were derived.
 AB5954
 AB5954_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5954_STAMPING: 82127 1985
 AB5954_MARK LOGO: MIDT
 AB5954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5954+STABILITY: SURFACE MOTION
 AB5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5954+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AB5954
 AB5954  HISTORY     - Date     Condition        Report By
 AB5954  HISTORY     - 1985     MONUMENTED       MIDT
 AB5954  HISTORY     - 19971028 GOOD             LOCENG
 AB5954  HISTORY     - 20051005 GOOD             USPSQD
 AB5954
 AB5954                          STATION DESCRIPTION
 AB5954
 AB5954'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 AB5954'STATION IS LOCATED IN QUAD 420823 AND ON THE GROSSE POINTE QUADRANGLE
 AB5954'MAP.  IT IS IN PRIVATE CLAIM 576, T-1-S, R-13-E, IN THE CITY OF HARPER
 AB5954'WOODS.  STATION IS ON THE WEST SIDE OF INTERSTATE HIGHWAY 94 AND ON
 AB5954'THE SOUTH SIDE OF EIGHT MILE ROAD, NEAR THE NORTH COUNTY LINE AND NEAR
 AB5954'THE SOUTHWEST CORNER OF BRIDGE CARRYING EIGHT MILE ROAD OVER
 AB5954'INTERSTATE HIGHWAY 94.  STATION IS ABOUT 8 MI (12.9 KM) NORTHEAST OF
 AB5954'HAMTRAMCK, 6.5 MI (10.5 KM) SOUTHEAST OF THE CENTER OF CITY OF WARREN,
 AB5954'13.5 MI (21.7 KM) SOUTHEAST OF UTICA AND 10.5 MI (16.9 KM)
 AB5954'SOUTH-SOUTHWEST OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5954'OFFICE IN SAINT CLAIR SHORES, ON GREATER MACK AVENUE, JUST SOUTH OF
 AB5954'NINE MILE ROAD, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK AVENUE TO
 AB5954'NINE MILE ROAD.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG NINE MILE
 AB5954'ROAD TO HARPER AVENUE.  TURN LEFT AND GO SOUTHWEST 1.0 MI (1.6 KM)
 AB5954'ALONG HARPER AVENUE TO EIGHT MILE ROAD.  TURN RIGHT AND GO WEST 0.1 MI
 AB5954'(0.2 KM) ALONG EIGHT MILE ROAD TO INTERSTATE HIGHWAY 94, CONTINUE
 AB5954'GOING WEST ABOUT 100 FT (30.5 M) ALONG EIGHT MILE ROAD TO THE
 AB5954'SOUTHWEST CORNER OF BRIDGE OVER INTERSTATE HIGHWAY 94 AND STATION ON
 AB5954'THE LEFT AS DESCRIBED.  STATION IS 10.4 FT (3.2 M) SOUTH FROM CENTER
 AB5954'OF MANHOLE COVER IN SIDEWALK, 5.5 FT (1.7 M) SOUTH FROM SOUTHWEST
 AB5954'CORNER OF CONCRETE BASE FOR SIGNAL UTILITY POLE, 41.2 FT (12.6 M)
 AB5954'NORTH FROM CENTER OF MANHOLE IN PAVEMENT FOR INTERSTATE HIGHWAY 94
 AB5954'WESTBOUND COLLECTOR-DISTRIBUTOR ROADWAY, 21.4 FT (6.5 M) EAST FROM
 AB5954'CENTER OF PAVEMENT FOR THE INTERSTATE HIGHWAY 94 WESTBOUND
 AB5954'COLLECTER-DISTRIBUTOR ROADWAY.  THERE IS NO WITNESS POST WITH SIGN.
 AB5954
 AB5954                          STATION RECOVERY (1997)
 AB5954
 AB5954'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5954'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS. STATION IS 3.200 M
 AB5954'(10.499 FT) SOUTH FROM THE CENTER OF A MANHOLE COVER IN THE SIDEWALK
 AB5954'1.700 M (5.577 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE CONCRETE
 AB5954'BASE OF A SIGNAL UTILITY POLE.  12.600 M (41.338 FT) NORTH FROM THE
 AB5954'CENTER OF A MANHOLE IN THE PAVEMENT.  6.500 M (21.325 FT) EAST FROM
 AB5954'THE CENTER OF PAVEMENT OF THE SOUTH BOUND SERVICE DRIVE OF I-94
 AB5954
 AB5954                          STATION RECOVERY (2005)
 AB5954
 AB5954'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCD)
 AB5954'RECOVERED AS DESCRIBED, WITNESS POST 2.5' WEST OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0538 ***********************************************************************
 NF0538  DESIGNATION -  822
 NF0538  PID         -  NF0538
 NF0538  STATE/COUNTY-  MI/KALAMAZOO
 NF0538  COUNTRY     -  US
 NF0538  USGS QUAD   -  PORTAGE (2017)
 NF0538
 NF0538                         *CURRENT SURVEY CONTROL
 NF0538  ______________________________________________________________________
 NF0538* NAD 83(1986) POSITION- 42 14 42.     (N) 085 34 34.     (W)   SCALED
 NF0538* NAVD 88 ORTHO HEIGHT -   250.513 (meters)      821.89  (feet) ADJUSTED
 NF0538  ______________________________________________________________________
 NF0538  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 NF0538  DYNAMIC HEIGHT  -        250.435 (meters)      821.64  (feet) COMP
 NF0538  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 NF0538
 NF0538  VERT ORDER      -  FIRST     CLASS II
 NF0538
 NF0538.The horizontal coordinates were scaled from a map and have
 NF0538.an estimated accuracy of +/- 6 seconds.
 NF0538
 NF0538.The orthometric height was determined by differential leveling and
 NF0538.adjusted by the NATIONAL GEODETIC SURVEY
 NF0538.in June 1991.
 NF0538
 NF0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0538.GEOID18 height accuracy estimate available here.
 NF0538
 NF0538.Click photographs - Photos may exist for this station.
 NF0538
 NF0538.The dynamic height is computed by dividing the NAVD 88
 NF0538.geopotential number by the normal gravity value computed on the
 NF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0538.degrees latitude (g = 980.6199 gals.).
 NF0538
 NF0538.The modeled gravity was interpolated from observed gravity values.
 NF0538
 NF0538;                    North         East    Units  Estimated Accuracy
 NF0538;SPC MI S     -    83,470.    3,900,190.      MT  (+/- 180 meters Scaled)
 NF0538
 NF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM174779(NAD 83)
 NF0538
 NF0538                          SUPERSEDED SURVEY CONTROL
 NF0538
 NF0538.No superseded survey control is available for this station.
 NF0538
 NF0538_MARKER: P = PIPE CAP
 NF0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0538_STAMPING: MICH 822
 NF0538_MARK LOGO: USGS
 NF0538_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0538
 NF0538  HISTORY     - Date     Condition        Report By
 NF0538  HISTORY     - 1913     MONUMENTED       USGS
 NF0538  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0538  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0538
 NF0538                          STATION DESCRIPTION
 NF0538
 NF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0538'3.4 MI S FROM KALAMAZOO.
 NF0538'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NF0538'STATION AT KALAMAZOO, KALAMAZOO COUNTY, AT THE CROSSING OF AN
 NF0538'EAST-AND-WEST ROAD BOUNDING MILHAM CITY PARK ON THE SOUTH, 32
 NF0538'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 24.2 FEET WEST
 NF0538'OF THE WEST RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0538'CAP, STAMPED MICH 822 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 NF0538'IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 NF0538
 NF0538                          STATION RECOVERY (1997)
 NF0538
 NF0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1557 ***********************************************************************
 NE1557  DESIGNATION -  82200
 NE1557  PID         -  NE1557
 NE1557  STATE/COUNTY-  MI/WAYNE
 NE1557  COUNTRY     -  US
 NE1557  USGS QUAD   -  WYANDOTTE (2017)
 NE1557
 NE1557                         *CURRENT SURVEY CONTROL
 NE1557  ______________________________________________________________________
 NE1557* NAD 83(1994) POSITION- 42 09 16.18162(N) 083 14 33.89933(W)   ADJUSTED
 NE1557* NAD 83(1994) ELLIP HT-   154.920 (meters)        (07/17/02)   ADJUSTED
 NE1557* NAVD 88 ORTHO HEIGHT -   189.6   (meters)      622.    (feet) GPS OBS
 NE1557  ______________________________________________________________________
 NE1557  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1557  GEOID HEIGHT    -        -34.728 (meters)                     GEOID18
 NE1557  NAD 83(1994) X  -    557,206.833 (meters)                     COMP
 NE1557  NAD 83(1994) Y  - -4,702,718.446 (meters)                     COMP
 NE1557  NAD 83(1994) Z  -  4,258,445.038 (meters)                     COMP
 NE1557  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 NE1557  HORZ ORDER      -  FIRST
 NE1557  ELLP ORDER      -  FOURTH    CLASS I
 NE1557
 NE1557.The horizontal coordinates were established by GPS observations
 NE1557.and adjusted by the National Geodetic Survey in February 1997.
 NE1557
 NE1557.The orthometric height was determined by GPS observations and a
 NE1557.high-resolution geoid model.
 NE1557
 NE1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1557.GEOID18 height accuracy estimate available here.
 NE1557
 NE1557.Click photographs - Photos may exist for this station.
 NE1557
 NE1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1557
 NE1557.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1557
 NE1557.The ellipsoidal height was determined by GPS observations
 NE1557.and is referenced to NAD 83.
 NE1557
 NE1557. The following values were computed from the NAD 83(1994) position.
 NE1557
 NE1557;                    North         East     Units Scale Factor Converg.
 NE1557;SPC MI S     -    73,320.598 4,092,887.871   MT  0.99998754   +0 45 53.5
 NE1557;SPC MI S     -   240,553.14 13,428,109.81   iFT  0.99998754   +0 45 53.5
 NE1557;UTM  17      - 4,669,364.376   314,705.977   MT  1.00002248   -1 30 20.2
 NE1557
 NE1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1557!SPC MI S     -   0.99997570  x   0.99998754  =   0.99996324
 NE1557!UTM  17      -   0.99997570  x   1.00002248  =   0.99999818
 NE1557
 NE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1470569364(NAD 83)
 NE1557
 NE1557                          SUPERSEDED SURVEY CONTROL
 NE1557
 NE1557  ELLIP H (02/03/97)  154.965  (m)                       GP(       ) 4 1
 NE1557  NAD 83(1986)-  42 09 16.18922(N)    083 14 33.92926(W) AD(       ) 1
 NE1557  NAD 83(1986)-  42 09 16.18712(N)    083 14 33.92626(W) AD(       ) 1
 NE1557  NGVD 29 (03/27/91)  189.5    (m)  OSU 89B  model used  GPS OBS        
 NE1557
 NE1557.Superseded values are not recommended for survey control.
 NE1557
 NE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1557.See file dsdata.pdf to determine how the superseded data were derived.
 NE1557
 NE1557_MARKER: DS = TRIANGULATION STATION DISK
 NE1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1557_STAMPING: 82200 1989
 NE1557_MARK LOGO: MIDT
 NE1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1557+STABILITY: SURFACE MOTION
 NE1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1557+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 NE1557
 NE1557  HISTORY     - Date     Condition        Report By
 NE1557  HISTORY     - 1989     MONUMENTED       MIDT
 NE1557  HISTORY     - 19900122 GOOD             NGS
 NE1557  HISTORY     - 20010905 GOOD             INDIV
 NE1557  HISTORY     - 20050718 GOOD             ADVGEO
 NE1557  HISTORY     - 20240621 MARK NOT FOUND   MCA
 NE1557
 NE1557                          STATION DESCRIPTION
 NE1557
 NE1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1557'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1557'NORTHWEST 1/4 OF SECTION 15, T-4-S, R-10-E. IN THE WYANDOTTE
 NE1557'QUADRANGLE.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1557'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1557'WILL CARLETON ROAD (EXIT 8), ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1557'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1557'BEAR RIGHT AND GO NORTHEAST ON THE EXIT RAMP FOR 0.69 KM (0.45 MI) TO
 NE1557'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.71 KM
 NE1557'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1557'1.59 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1557'FOR 4.79 KM (3.00 MI) TO A CROSSROAD.  CONTINUE EAST ON KING ROAD FOR
 NE1557'3.22 KM (2.00 MI) TO A CROSSROAD.  CONTINUE EAST ON KING ROAD FOR 0.88
 NE1557'KM (0.55 MI) TO THE SOUTHWEST END OF THE INTERSTATE HIGHWAY 275
 NE1557'OVERPASS BRIDGE AND THE STATION ON THE RIGHT.
 NE1557'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1557'CONCRETE POST AND IS FLUSH WITH THE PAVEMENT.  LOCATED 4.3 M
 NE1557'(14.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF KING ROAD, 3.8 M
 NE1557'(12.5 FT) NORTH OF THE WEST END OF THE CONCRETE BRIDGE ABUTMENT, 2.4 M
 NE1557'(7.9 FT) NORTHWEST FROM A METAL GUARDRAIL, 1.9 M (6.2 FT) WEST OF THE
 NE1557'WEST EDGE OF THE CONCRETE BRIDGE DECK, 0.9 M (3.0 FT) NORTHWEST OF THE
 NE1557'NORTH END OF A CONCRETE GUTTER PAN AND 2.43 M (8.0 FT) NORTH FROM A
 NE1557'METAL WITNESS POST.
 NE1557'DESCRIBED BY E.J. HANSMANN.
 NE1557
 NE1557                          STATION RECOVERY (2001)
 NE1557
 NE1557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1557'KING ROAD HAS BEEN PAVED SINCE THE LAST RECOVERY OF THIS MARK.  THE
 NE1557'MARK IS LOCATED ON THE PAVED SIDE OF THE ROAD, ABOUT 2 INCHES BELOW
 NE1557'THE SURFACE.  A 5 INCH HOLE HAS BEEN LEFT IN THE PAVING MATERIAL AND
 NE1557'DIRT FILLS THE HOLE COVERING THE MARK.  THE METAL WITNESS POST STILL
 NE1557'REMAINS.
 NE1557
 NE1557                          STATION RECOVERY (2005)
 NE1557
 NE1557'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1557'RECOVERED IN GOOD CONDITION.
 NE1557
 NE1557                          STATION RECOVERY (2024)
 NE1557
 NE1557'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 NE1557'A NEW BRIDGE WAS CONSTRUCTED IN 2007 DESTROYING THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1558 ***********************************************************************
 NE1558  DESIGNATION -  82201
 NE1558  PID         -  NE1558
 NE1558  STATE/COUNTY-  MI/WAYNE
 NE1558  COUNTRY     -  US
 NE1558  USGS QUAD   -  FLAT ROCK NE (2017)
 NE1558
 NE1558                         *CURRENT SURVEY CONTROL
 NE1558  ______________________________________________________________________
 NE1558* NAD 83(1994) POSITION- 42 09 12.94404(N) 083 15 11.71580(W)   ADJUSTED
 NE1558* NAD 83(1994) ELLIP HT-   151.274 (meters)        (07/17/02)   ADJUSTED
 NE1558* NAVD 88 ORTHO HEIGHT -   186.0   (meters)      610.    (feet) GPS OBS
 NE1558  ______________________________________________________________________
 NE1558  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1558  GEOID HEIGHT    -        -34.723 (meters)                     GEOID18
 NE1558  NAD 83(1994) X  -    556,352.189 (meters)                     COMP
 NE1558  NAD 83(1994) Y  - -4,702,884.420 (meters)                     COMP
 NE1558  NAD 83(1994) Z  -  4,258,368.534 (meters)                     COMP
 NE1558  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 NE1558  HORZ ORDER      -  FIRST
 NE1558  ELLP ORDER      -  FOURTH    CLASS I
 NE1558
 NE1558.The horizontal coordinates were established by GPS observations
 NE1558.and adjusted by the National Geodetic Survey in February 1997.
 NE1558
 NE1558.The orthometric height was determined by GPS observations and a
 NE1558.high-resolution geoid model.
 NE1558
 NE1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1558.GEOID18 height accuracy estimate available here.
 NE1558
 NE1558.Click photographs - Photos may exist for this station.
 NE1558
 NE1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1558
 NE1558.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1558
 NE1558.The ellipsoidal height was determined by GPS observations
 NE1558.and is referenced to NAD 83.
 NE1558
 NE1558. The following values were computed from the NAD 83(1994) position.
 NE1558
 NE1558;                    North         East     Units Scale Factor Converg.
 NE1558;SPC MI S     -    73,209.178 4,092,021.076   MT  0.99998774   +0 45 27.8
 NE1558;SPC MI S     -   240,187.59 13,425,266.00   iFT  0.99998774   +0 45 27.8
 NE1558;UTM  17      - 4,669,287.380   313,835.416   MT  1.00002646   -1 30 45.5
 NE1558
 NE1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1558!SPC MI S     -   0.99997627  x   0.99998774  =   0.99996402
 NE1558!UTM  17      -   0.99997627  x   1.00002646  =   1.00000273
 NE1558
 NE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1383569287(NAD 83)
 NE1558
 NE1558                          SUPERSEDED SURVEY CONTROL
 NE1558
 NE1558  ELLIP H (02/03/97)  151.319  (m)                       GP(       ) 4 1
 NE1558  NAD 83(1986)-  42 09 12.95168(N)    083 15 11.74561(W) AD(       ) 1
 NE1558  NAD 83(1986)-  42 09 12.94960(N)    083 15 11.74270(W) AD(       ) 1
 NE1558  NGVD 29 (03/27/91)  185.8    (m)  OSU 89B  model used  GPS OBS        
 NE1558
 NE1558.Superseded values are not recommended for survey control.
 NE1558
 NE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1558.See file dsdata.pdf to determine how the superseded data were derived.
 NE1558
 NE1558_MARKER: DD = SURVEY DISK
 NE1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1558_STAMPING: 82201 1989
 NE1558_MARK LOGO: MIDT
 NE1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1558+STABILITY: SURFACE MOTION
 NE1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1558+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 NE1558
 NE1558  HISTORY     - Date     Condition        Report By
 NE1558  HISTORY     - 1989     MONUMENTED       MIDT
 NE1558  HISTORY     - 19900124 GOOD             NGS
 NE1558  HISTORY     - 19930518 GOOD             LOCENG
 NE1558  HISTORY     - 20010904 MARK NOT FOUND   INDIV
 NE1558
 NE1558                          STATION DESCRIPTION
 NE1558
 NE1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1558'THE STATION IS LOCATED IN QUAD. 42832, IN BROWNSTOWN TOWERSHIP, IN THE
 NE1558'NORTHEAST 1/4 OF SECTION 16, T-4-S, R-10-E, ON THE FLAT ROCK
 NE1558'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1558'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1558'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1558'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1558'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1558'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1558'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1558'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1558'FOR 4.8 KM (3.00 MI) TO A CROSSROAD (INKSTER ROAD).  CONTINUE EAST ON
 NE1558'KING ROAD FOR 3.22 KM (2.00 MI) TO TOLEDO ROAD AND THE STATION ON THE
 NE1558'RIGHT IN THE SOUTHEST QUADRANT OF THE INTERSECTION.
 NE1558'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 30 CM ROUND
 NE1558'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 33.0 M
 NE1558'(108.3 FT) SOUTHWEST FROM THE CENTER OF KING ROAD, 16.8 M (55.1 FT)
 NE1558'SOUTHWEST FROM A UTILITY POLE, 14.8 M (48.6 FT) EAST-SOUTHEAST FROM
 NE1558'THE CENTER OF TOLEDO ROAD, 13.7 M (44.9 FT) FROM A POST WITH NO
 NE1558'PARKING SIGN, 11.7 M (38.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 NE1558'SOUTHWEST ONE OF TWO 24 INCH MANHOLE COVERS AND 0.6 M (2.0 FT) WEST
 NE1558'FROM A METAL WITNESS POST.
 NE1558'DESCRIBED BY E.J. HANSMANN.
 NE1558
 NE1558                          STATION RECOVERY (1993)
 NE1558
 NE1558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1558'RECOVERED AS DESCRIBED.
 NE1558
 NE1558                          STATION RECOVERY (2001)
 NE1558
 NE1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1558'IF THE MARK IS STILL THERE IT MUST BE WELL BELOW GRADE.  THERE IS NO
 NE1558'SIGN OF IT FOLLOWING THE MEASURMENTS LISTED IN THE 1993 RECOVERY
 NE1558'RECORD. THE WITNESS POST IS ALSO NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1559 ***********************************************************************
 NE1559  DESIGNATION -  82202
 NE1559  PID         -  NE1559
 NE1559  STATE/COUNTY-  MI/WAYNE
 NE1559  COUNTRY     -  US
 NE1559  USGS QUAD   -  FLAT ROCK NE (2017)
 NE1559
 NE1559                         *CURRENT SURVEY CONTROL
 NE1559  ______________________________________________________________________
 NE1559* NAD 83(1994) POSITION- 42 09 06.98889(N) 083 18 18.95960(W)   ADJUSTED
 NE1559* NAD 83(1994) ELLIP HT-   153.741 (meters)        (07/17/02)   ADJUSTED
 NE1559* NAVD 88 ORTHO HEIGHT -   188.4   (meters)      618.    (feet) GPS OBS
 NE1559  ______________________________________________________________________
 NE1559  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1559  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 NE1559  NAD 83(1994) X  -    552,097.348 (meters)                     COMP
 NE1559  NAD 83(1994) Y  - -4,703,511.820 (meters)                     COMP
 NE1559  NAD 83(1994) Z  -  4,258,233.967 (meters)                     COMP
 NE1559  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NE1559  HORZ ORDER      -  FIRST
 NE1559  ELLP ORDER      -  FOURTH    CLASS I
 NE1559
 NE1559.The horizontal coordinates were established by GPS observations
 NE1559.and adjusted by the National Geodetic Survey in February 1997.
 NE1559
 NE1559.The orthometric height was determined by GPS observations and a
 NE1559.high-resolution geoid model.
 NE1559
 NE1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1559.GEOID18 height accuracy estimate available here.
 NE1559
 NE1559.Click photographs - Photos may exist for this station.
 NE1559
 NE1559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1559
 NE1559.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1559
 NE1559.The ellipsoidal height was determined by GPS observations
 NE1559.and is referenced to NAD 83.
 NE1559
 NE1559. The following values were computed from the NAD 83(1994) position.
 NE1559
 NE1559;                    North         East     Units Scale Factor Converg.
 NE1559;SPC MI S     -    72,969.931 4,087,724.934   MT  0.99998811   +0 43 20.3
 NE1559;SPC MI S     -   239,402.66 13,411,171.04   iFT  0.99998811   +0 43 20.3
 NE1559;UTM  17      - 4,669,218.488   309,532.961   MT  1.00004640   -1 32 51.1
 NE1559
 NE1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1559!SPC MI S     -   0.99997589  x   0.99998811  =   0.99996400
 NE1559!UTM  17      -   0.99997589  x   1.00004640  =   1.00002229
 NE1559
 NE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0953269218(NAD 83)
 NE1559
 NE1559                          SUPERSEDED SURVEY CONTROL
 NE1559
 NE1559  ELLIP H (02/03/97)  153.786  (m)                       GP(       ) 4 1
 NE1559  NAD 83(1986)-  42 09 06.99655(N)    083 18 18.98892(W) AD(       ) 1
 NE1559  NAD 83(1986)-  42 09 06.99449(N)    083 18 18.98645(W) AD(       ) 1
 NE1559  NGVD 29 (03/27/91)  188.2    (m)  OSU 89B  model used  GPS OBS        
 NE1559
 NE1559.Superseded values are not recommended for survey control.
 NE1559
 NE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1559.See file dsdata.pdf to determine how the superseded data were derived.
 NE1559
 NE1559_MARKER: DD = SURVEY DISK
 NE1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1559_STAMPING: 82202 1989
 NE1559_MARK LOGO: MIDT
 NE1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1559+STABILITY: SURFACE MOTION
 NE1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1559+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 NE1559
 NE1559  HISTORY     - Date     Condition        Report By
 NE1559  HISTORY     - 1989     MONUMENTED       MIDT
 NE1559  HISTORY     - 19900124 GOOD             NGS
 NE1559
 NE1559                          STATION DESCRIPTION
 NE1559
 NE1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1559'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1559'NORTHWEST CORNER OF SECTION 18, T-4-S, R-10-E AND ON THE FLAT ROCK
 NE1559'QUADRANGLE MAP.  OWNERSHIP MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1559'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1559'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1559'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1559'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1559'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1559'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1559'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1559'FOR 4.8 KM (3.00 MI) TO INKSTER ROAD AND THE STATION ON THE RIGHT IN
 NE1559'THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 NE1559'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 30 CM ROUND
 NE1559'CONCRETE POST THAT IS RECESSED 25 CM BELOW THE GROUND.  LOCATED 25.0 M
 NE1559'(82.0 FT) SOUTH FROM THE CENTER OF KING ROAD, 13.9 M (45.6 FT) SOUTH
 NE1559'FROM A UTILITY POLE, 9.0 M (29.5 FT) EAST FROM THE CENTER OF INKSTER
 NE1559'ROAD, 7.7 M (25.3 FT) WEST-SOUTHWEST FROM A METAL POLE USED FOR
 NE1559'FENCING UP GRAPEVINES, 6.3 M (20.7 FT) NORTH-NORTHWEST FROM THE CENTER
 NE1559'OF A METAL MANHOLE COVER.
 NE1559'DESCRIBED BY E.J. HANSMANN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1560 ***********************************************************************
 NE1560  DESIGNATION -  82203
 NE1560  PID         -  NE1560
 NE1560  STATE/COUNTY-  MI/WAYNE
 NE1560  COUNTRY     -  US
 NE1560  USGS QUAD   -  FLAT ROCK NE (2017)
 NE1560
 NE1560                         *CURRENT SURVEY CONTROL
 NE1560  ______________________________________________________________________
 NE1560* NAD 83(1994) POSITION- 42 08 39.22664(N) 083 18 18.50918(W)   ADJUSTED
 NE1560* NAD 83(1994) ELLIP HT-   152.689 (meters)        (07/17/02)   ADJUSTED
 NE1560* NAVD 88 ORTHO HEIGHT -   187.4   (meters)      615.    (feet) GPS OBS
 NE1560  ______________________________________________________________________
 NE1560  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1560  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 NE1560  NAD 83(1994) X  -    552,174.543 (meters)                     COMP
 NE1560  NAD 83(1994) Y  - -4,704,080.747 (meters)                     COMP
 NE1560  NAD 83(1994) Z  -  4,257,598.159 (meters)                     COMP
 NE1560  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 NE1560  HORZ ORDER      -  FIRST
 NE1560  ELLP ORDER      -  FOURTH    CLASS I
 NE1560
 NE1560.The horizontal coordinates were established by GPS observations
 NE1560.and adjusted by the National Geodetic Survey in February 1997.
 NE1560
 NE1560.The orthometric height was determined by GPS observations and a
 NE1560.high-resolution geoid model.
 NE1560
 NE1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1560.GEOID18 height accuracy estimate available here.
 NE1560
 NE1560.Click photographs - Photos may exist for this station.
 NE1560
 NE1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1560
 NE1560.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1560
 NE1560.The ellipsoidal height was determined by GPS observations
 NE1560.and is referenced to NAD 83.
 NE1560
 NE1560. The following values were computed from the NAD 83(1994) position.
 NE1560
 NE1560;                    North         East     Units Scale Factor Converg.
 NE1560;SPC MI S     -    72,113.549 4,087,746.074   MT  0.99998982   +0 43 20.6
 NE1560;SPC MI S     -   236,593.01 13,411,240.40   iFT  0.99998982   +0 43 20.6
 NE1560;UTM  17      - 4,668,361.892   309,520.168   MT  1.00004646   -1 32 50.0
 NE1560
 NE1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1560!SPC MI S     -   0.99997605  x   0.99998982  =   0.99996587
 NE1560!UTM  17      -   0.99997605  x   1.00004646  =   1.00002251
 NE1560
 NE1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0952068361(NAD 83)
 NE1560
 NE1560                          SUPERSEDED SURVEY CONTROL
 NE1560
 NE1560  ELLIP H (02/03/97)  152.734  (m)                       GP(       ) 4 1
 NE1560  NAD 83(1986)-  42 08 39.23442(N)    083 18 18.53848(W) AD(       ) 1
 NE1560  NAD 83(1986)-  42 08 39.23229(N)    083 18 18.53602(W) AD(       ) 1
 NE1560  NAD 27      -  42 08 39.08596(N)    083 18 18.78972(W) AD(       ) 1
 NE1560  NGVD 29 (03/27/91)  187.2    (m)  OSU 89B  model used  GPS OBS        
 NE1560
 NE1560.Superseded values are not recommended for survey control.
 NE1560
 NE1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1560.See file dsdata.pdf to determine how the superseded data were derived.
 NE1560
 NE1560_MARKER: DD = SURVEY DISK
 NE1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1560_STAMPING: 82203 1989
 NE1560_MARK LOGO: MIDT
 NE1560_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1560+STABILITY: SURFACE MOTION
 NE1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1560+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2015
 NE1560
 NE1560  HISTORY     - Date     Condition        Report By
 NE1560  HISTORY     - 1989     MONUMENTED       MIDT
 NE1560  HISTORY     - 19900122 GOOD             NGS
 NE1560  HISTORY     - 19930518 GOOD             LOCENG
 NE1560  HISTORY     - 20151222 GOOD             INDIV
 NE1560
 NE1560                          STATION DESCRIPTION
 NE1560
 NE1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1560'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1560'SOUTHEAST 1/4 OF SECTION 13, T-4-S, R-10-E AND ON THE FLAT ROCK
 NE1560'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1560'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1560'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1560'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1560'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1560'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY FOR 1.7 KM (1.05 MI) TO
 NE1560'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR 1.6 KM
 NE1560'(1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD FOR 4.8
 NE1560'KM (3.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON INKSTER ROAD
 NE1560'FOR 0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT JUST AFTER PASSING
 NE1560'THE ENTRANCE ROAD TO THE HURON ESTATES MOBILE HOME PARK AND JUST
 NE1560'BEFORE CROSSING THE RAILROAD TRACKS.
 NE1560'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 35 CM ROUND
 NE1560'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 52.1 M
 NE1560'(170.9 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 9.5 M
 NE1560'(31.2 FT) SOUTH FROM THE CENTER OF THE SOUTH ENTRANCE ROAD TO THE
 NE1560'MOBLE HOME PARK, 7.8 M (25.6 FT) WEST FROM THE CENTER OF INKSTER ROAD,
 NE1560'5.0 M (16.4 FT) SOUTHEAST FROM A STOP SIGN, 2.0 M (6.6 FT) NORTHWEST
 NE1560'FROM AN OPEN DRAIN HOLE, 1.2 M (3.9 FT) WEST FROM THE WEST CURB OF
 NE1560'INKSTER ROAD AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1560'DESCRIBED BY E.J. HANSMANN.
 NE1560
 NE1560                          STATION RECOVERY (1993)
 NE1560
 NE1560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1560'RECOVERED AS DESCRIBED.
 NE1560
 NE1560                          STATION RECOVERY (2015)
 NE1560
 NE1560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 NE1560'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1561 ***********************************************************************
 NE1561  DESIGNATION -  82204
 NE1561  PID         -  NE1561
 NE1561  STATE/COUNTY-  MI/WAYNE
 NE1561  COUNTRY     -  US
 NE1561  USGS QUAD   -  BELLEVILLE (2017)
 NE1561
 NE1561                         *CURRENT SURVEY CONTROL
 NE1561  ______________________________________________________________________
 NE1561* NAD 83(2011) POSITION- 42 09 05.85427(N) 083 22 58.24526(W)   ADJUSTED
 NE1561* NAD 83(2011) ELLIP HT-   164.144 (meters)        (06/27/12)   ADJUSTED
 NE1561* NAD 83(2011) EPOCH   -  2010.00
 NE1561* NAVD 88 ORTHO HEIGHT -   198.8   (meters)      652.    (feet) GPS OBS
 NE1561  ______________________________________________________________________
 NE1561  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1561  GEOID HEIGHT    -        -34.649 (meters)                     GEOID18
 NE1561  NAD 83(2011) X  -    545,731.814 (meters)                     COMP
 NE1561  NAD 83(2011) Y  - -4,704,286.055 (meters)                     COMP
 NE1561  NAD 83(2011) Z  -  4,258,214.993 (meters)                     COMP
 NE1561  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 NE1561
 NE1561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1561  Standards:
 NE1561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1561  -------------------------------------------------------------------
 NE1561  NETWORK    0.99   1.33           0.44   0.36   0.68      0.02034501
 NE1561  -------------------------------------------------------------------
 NE1561  Click here for local accuracies and other accuracy information.
 NE1561
 NE1561.The horizontal coordinates were established by GPS observations
 NE1561.and adjusted by the National Geodetic Survey in June 2012.
 NE1561
 NE1561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1561.been affixed to the stable North American tectonic plate. See 
 NE1561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1561
 NE1561.The horizontal coordinates are valid at the epoch date displayed above
 NE1561.which is a decimal equivalence of Year/Month/Day.
 NE1561
 NE1561.The orthometric height was determined by GPS observations and a
 NE1561.high-resolution geoid model.
 NE1561
 NE1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1561.GEOID18 height accuracy estimate available here.
 NE1561
 NE1561.Click photographs - Photos may exist for this station.
 NE1561
 NE1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1561
 NE1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1561
 NE1561.The ellipsoidal height was determined by GPS observations
 NE1561.and is referenced to NAD 83.
 NE1561
 NE1561. The following values were computed from the NAD 83(2011) position.
 NE1561
 NE1561;                    North         East     Units Scale Factor Converg.
 NE1561;SPC MI S     -    72,857.046 4,081,313.697   MT  0.99998818   +0 40 10.3
 NE1561;SPC MI S     -   239,032.30 13,390,136.80   iFT  0.99998818   +0 40 10.3
 NE1561;UTM  17      - 4,669,359.586   303,121.813   MT  1.00007696   -1 35 58.7
 NE1561
 NE1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1561!SPC MI S     -   0.99997426  x   0.99998818  =   0.99996244
 NE1561!UTM  17      -   0.99997426  x   1.00007696  =   1.00005121
 NE1561
 NE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0312169359(NAD 83)
 NE1561
 NE1561                          SUPERSEDED SURVEY CONTROL
 NE1561
 NE1561  NAD 83(2007)-  42 09 05.85435(N)    083 22 58.24607(W) AD(2002.00) 0
 NE1561  ELLIP H (02/10/07)  164.152  (m)                       GP(2002.00)    
 NE1561  ELLIP H (07/12/02)  164.161  (m)                       GP(       ) 4 1
 NE1561  NAD 83(1994)-  42 09 05.85395(N)    083 22 58.24537(W) AD(       ) 1
 NE1561  ELLIP H (02/03/97)  164.203  (m)                       GP(       ) 4 1
 NE1561  NAD 83(1986)-  42 09 05.86156(N)    083 22 58.27286(W) AD(       ) 1
 NE1561  NAD 83(1986)-  42 09 05.85951(N)    083 22 58.27124(W) AD(       ) 1
 NE1561  NGVD 29 (03/27/91)  198.6    (m)  OSU 89B  model used  GPS OBS        
 NE1561
 NE1561.Superseded values are not recommended for survey control.
 NE1561
 NE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1561.See file dsdata.pdf to determine how the superseded data were derived.
 NE1561
 NE1561_MARKER: DD = SURVEY DISK
 NE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1561_STAMPING: 82204 1989
 NE1561_MARK LOGO: MIDT
 NE1561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1561+STABILITY: SURFACE MOTION
 NE1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1561+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1994
 NE1561
 NE1561  HISTORY     - Date     Condition        Report By
 NE1561  HISTORY     - 1989     MONUMENTED       MIDT
 NE1561  HISTORY     - 19900122 GOOD             NGS
 NE1561  HISTORY     - 19930518 GOOD             LOCENG
 NE1561  HISTORY     - 19940623 GOOD             MIDT
 NE1561
 NE1561                          STATION DESCRIPTION
 NE1561
 NE1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1561'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1561'SOUTHWEST 1/4 OF SECTION 16, T-4-S, R-10-E, ON THE BELLEVILLE
 NE1561'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1561'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1561'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1561'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1561'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1561'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1561'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON KING ROAD
 NE1561'FOR 1.6 KM (1.00 MI) TO A BRIDGE OVER INTERSTATE HIGHWAY 275 AND THE
 NE1561'STATION ON THE LEFT.
 NE1561'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1561'CONCRETE POST THAT PROJECTS 2 CM ABOVE THE GROUND.  LOCATED 12.4 M
 NE1561'(40.7 FT) EAST FROM THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT, 8.5 M
 NE1561'(27.9 FT) SOUTH FROM THE CENTER OF KING ROAD, 7.0 M (23.0 FT) EAST
 NE1561'FROM AN 8 INCH METAL DOWNSPOUT, 1.2 M (3.9 FT) SOUTH FROM A METAL
 NE1561'GUARDRAIL AND 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS POST.
 NE1561'DESCRIBED BY E.J. HANSMANN.
 NE1561
 NE1561                          STATION RECOVERY (1993)
 NE1561
 NE1561'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1561'RECOVERED AS DESCRIBED.
 NE1561
 NE1561                          STATION RECOVERY (1994)
 NE1561
 NE1561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1561'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1561'IS IN THE NORTHWEST 1/4 OF SECTION 16, T-4-S, R-9-E, HURON TOWNSHIP.
 NE1561'ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF BELLEVILLE, 9.0 MI (14.5 KM) SOUTH
 NE1561'OF WAYNE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE
 NE1561'OF INTERSTATE 275 AND INTERSTATE 94 ON THE NORTHWEST EDGE OF ROMULUS,
 NE1561'GO SOUTH ALONG INTERSTATE 275 FOR 4.6 MI (7.4 KM) TO SIBLEY ROAD EXIT.
 NE1561'GO EAST ALONG SIBLEY ROAD FOR 1.4 MI (2.3 KM) TO VINING ROAD, TURN
 NE1561'RIGHT AND GO SOUTH ALONG VINING ROAD FOR 1.0 MI (1.6 KM) TO KING ROAD
 NE1561'ON LEFT AND HURON RIVER DRIVE ON RIGHT. TURN RIGHT AND GO WEST ALONG
 NE1561'HURON RIVER DRIVE FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT ABOUT
 NE1561'52.0 FT (15.8 M) EAST FROM THE HURON RIVER DRIVE OVERPASS FOR
 NE1561'INTERSTATE 275. STATION IS 40.7 FT (12.4 M) EAST FROM THE SOUTHEAST
 NE1561'CORNER OF A BRIDGE ABUTMENT, 27.9 FT (8.5 M) SOUTH FROM THE CENTER OF
 NE1561'HURON RIVER DRIVE, 23.0 FT (7.0 M) EAST FROM AN 8-INCH METAL
 NE1561'DOWNSPOUT, 3.9 FT (1.2 M) SOUTH FROM A GAURDRAIL, AND 2.0 FT (0.6 M)
 NE1561'NORTH FROM A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1562 ***********************************************************************
 NE1562  DESIGNATION -  82205
 NE1562  PID         -  NE1562
 NE1562  STATE/COUNTY-  MI/WAYNE
 NE1562  COUNTRY     -  US
 NE1562  USGS QUAD   -  BELLEVILLE (2017)
 NE1562
 NE1562                         *CURRENT SURVEY CONTROL
 NE1562  ______________________________________________________________________
 NE1562* NAD 83(2011) POSITION- 42 08 24.85719(N) 083 22 53.52242(W)   ADJUSTED
 NE1562* NAD 83(2011) ELLIP HT-   155.881 (meters)        (06/27/12)   ADJUSTED
 NE1562* NAD 83(2011) EPOCH   -  2010.00
 NE1562* NAVD 88 ORTHO HEIGHT -   190.5   (meters)      625.    (feet) GPS OBS
 NE1562  ______________________________________________________________________
 NE1562  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1562  GEOID HEIGHT    -        -34.681 (meters)                     GEOID18
 NE1562  NAD 83(2011) X  -    545,936.655 (meters)                     COMP
 NE1562  NAD 83(2011) Y  - -4,705,110.641 (meters)                     COMP
 NE1562  NAD 83(2011) Z  -  4,257,271.548 (meters)                     COMP
 NE1562  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 NE1562
 NE1562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1562  Standards:
 NE1562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1562  -------------------------------------------------------------------
 NE1562  NETWORK    0.74   1.10           0.33   0.27   0.56      0.01056168
 NE1562  -------------------------------------------------------------------
 NE1562  Click here for local accuracies and other accuracy information.
 NE1562
 NE1562.The horizontal coordinates were established by GPS observations
 NE1562.and adjusted by the National Geodetic Survey in June 2012.
 NE1562
 NE1562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1562.been affixed to the stable North American tectonic plate. See 
 NE1562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1562
 NE1562.The horizontal coordinates are valid at the epoch date displayed above
 NE1562.which is a decimal equivalence of Year/Month/Day.
 NE1562
 NE1562.The orthometric height was determined by GPS observations and a
 NE1562.high-resolution geoid model.
 NE1562
 NE1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1562.GEOID18 height accuracy estimate available here.
 NE1562
 NE1562.Click photographs - Photos may exist for this station.
 NE1562
 NE1562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1562
 NE1562.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1562
 NE1562.The ellipsoidal height was determined by GPS observations
 NE1562.and is referenced to NAD 83.
 NE1562
 NE1562. The following values were computed from the NAD 83(2011) position.
 NE1562
 NE1562;                    North         East     Units Scale Factor Converg.
 NE1562;SPC MI S     -    71,593.471 4,081,436.923   MT  0.99999072   +0 40 13.5
 NE1562;SPC MI S     -   234,886.72 13,390,541.09   iFT  0.99999072   +0 40 13.5
 NE1562;UTM  17      - 4,668,092.011   303,194.922   MT  1.00007660   -1 35 54.2
 NE1562
 NE1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1562!SPC MI S     -   0.99997555  x   0.99999072  =   0.99996627
 NE1562!UTM  17      -   0.99997555  x   1.00007660  =   1.00005215
 NE1562
 NE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0319468092(NAD 83)
 NE1562
 NE1562                          SUPERSEDED SURVEY CONTROL
 NE1562
 NE1562  NAD 83(2007)-  42 08 24.85729(N)    083 22 53.52309(W) AD(2002.00) 0
 NE1562  ELLIP H (02/10/07)  155.893  (m)                       GP(2002.00)    
 NE1562  ELLIP H (07/12/02)  155.917  (m)                       GP(       ) 4 1
 NE1562  NAD 83(1994)-  42 08 24.85682(N)    083 22 53.52250(W) AD(       ) 1
 NE1562  ELLIP H (02/03/97)  155.963  (m)                       GP(       ) 4 1
 NE1562  NAD 83(1986)-  42 08 24.86472(N)    083 22 53.55149(W) AD(       ) 1
 NE1562  NAD 83(1986)-  42 08 24.86257(N)    083 22 53.54985(W) AD(       ) 1
 NE1562  NGVD 29 (03/27/91)  190.4    (m)  OSU 89B  model used  GPS OBS        
 NE1562
 NE1562.Superseded values are not recommended for survey control.
 NE1562
 NE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1562.See file dsdata.pdf to determine how the superseded data were derived.
 NE1562
 NE1562_MARKER: DD = SURVEY DISK
 NE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1562_STAMPING: 82205 1989
 NE1562_MARK LOGO: MIDT
 NE1562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1562+STABILITY: SURFACE MOTION
 NE1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1562+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1994
 NE1562
 NE1562  HISTORY     - Date     Condition        Report By
 NE1562  HISTORY     - 1989     MONUMENTED       MIDT
 NE1562  HISTORY     - 19900122 GOOD             NGS
 NE1562  HISTORY     - 19930518 GOOD             LOCENG
 NE1562  HISTORY     - 19940623 GOOD             MIDT
 NE1562
 NE1562                          STATION DESCRIPTION
 NE1562
 NE1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1562'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1562'SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 8, T-4-S, R-9-E, ON
 NE1562'THE BELLEVILLE QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NE1562'TRANSPORTATION.
 NE1562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1562'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1562'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 4.8 KM (3.00 MI) TO EXIT 11
 NE1562'OVERPASS FOR SOUTH HURON ROAD DRIVE.  CONTINUE NORTH ON INTERSTATE
 NE1562'HIGHWAY 275 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT JUST
 NE1562'REACHING THE END OF THE ENTRANCE RAMP OF SOUTH HURON ROAD DRIVE ONTO
 NE1562'THE NORTH BOUNDS LANES OF THE INTERSTATE HIGHWAY.
 NE1562'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1562'CONCRTETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 55.0 M
 NE1562'(180.4 FT) SOUTH FROM A MERGE SIGN AND POST, 41.5 M (136.2 FT) EAST
 NE1562'FROM THE CENTER OF THE NORTH BOUND LANES OF THE INTERSTATE HIGHWAY,
 NE1562'9.5 M (31.2 FT) WEST FROM THE CENTER OF THE ENTRANCE RAMP, 8.9 M
 NE1562'(29.2 FT) EAST FROM THE EAST END OF A 12 INCH CULVERT AND 0.6 M
 NE1562'(2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1562'DESCRIBED BY E.J. HANSMANN.
 NE1562
 NE1562                          STATION RECOVERY (1993)
 NE1562
 NE1562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1562'RECOVERED AS DESCRIBED.
 NE1562
 NE1562                          STATION RECOVERY (1994)
 NE1562
 NE1562'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1562'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1562'IS IN THE SOUTHWEST 1/4 OF SECTION 16, T-4-S, R-9-E, HURON TOWNSHIP.
 NE1562'ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF BELLEVILLE, 10.0 MI (16.1 KM) SOUTH
 NE1562'OF WAYNE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF
 NE1562'INTERSTATE 275 AND INTERSTATE 94 ON THE NORTHWEST EDGE OF ROMULUS, GO
 NE1562'SOUT ALONG INTERSTATE 275 FOR 6.7 MI (10.8 KM) TO SOUTH HURON ROAD
 NE1562'EXIT. GO EAST ALONG SOUTH HURON ROAD FOR 0.3 MI (0.5 KM) TO NORTHBOUND
 NE1562'INTERSTATE 275 ENTRANCE RAMP. GO NORTH FOR 0.25 MI (0.40 KM) TO THE
 NE1562'STATION ON THE LEFT IN THE APEX MADE BY THE RAMP AND NORTHBOUND
 NE1562'INTERSTATE 275 AS DESCRIBED. STATION IS 180.4 FT (55.0 M) SOUTH FROM A
 NE1562'MERGE SIGN AND POST, 136.2 FT (41.5 M) EAST FROM THE CENTER OF THE
 NE1562'NORTHBOUND LANE OF THE INTERSTATE, 31.2 FT (9.5 M) WEST FROM THE
 NE1562'CENTER OF THE ENTRANCE RAMP, 29.2 FT (8.9 M) EAST FROM THE EAST END OF
 NE1562'A 12 INCH CULVERT AND 2.0 FT (0.6 M) EAST FROM A METAL WITNESS POST
 NE1562'WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1563 ***********************************************************************
 NE1563  DESIGNATION -  82206
 NE1563  PID         -  NE1563
 NE1563  STATE/COUNTY-  MI/WAYNE
 NE1563  COUNTRY     -  US
 NE1563  USGS QUAD   -  WYANDOTTE (2017)
 NE1563
 NE1563                         *CURRENT SURVEY CONTROL
 NE1563  ______________________________________________________________________
 NE1563* NAD 83(1994) POSITION- 42 08 38.57186(N) 083 11 17.65722(W)   ADJUSTED
 NE1563* NAD 83(1994) ELLIP HT-   143.917 (meters)        (07/17/02)   ADJUSTED
 NE1563* NAVD 88 ORTHO HEIGHT -   178.7   (meters)      586.    (feet) GPS OBS
 NE1563  ______________________________________________________________________
 NE1563  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1563  GEOID HEIGHT    -        -34.789 (meters)                     GEOID18
 NE1563  NAD 83(1994) X  -    561,772.184 (meters)                     COMP
 NE1563  NAD 83(1994) Y  - -4,702,951.331 (meters)                     COMP
 NE1563  NAD 83(1994) Z  -  4,257,577.293 (meters)                     COMP
 NE1563  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 NE1563  HORZ ORDER      -  FIRST
 NE1563  ELLP ORDER      -  FOURTH    CLASS I
 NE1563
 NE1563.The horizontal coordinates were established by GPS observations
 NE1563.and adjusted by the National Geodetic Survey in February 1997.
 NE1563
 NE1563.The orthometric height was determined by GPS observations and a
 NE1563.high-resolution geoid model.
 NE1563
 NE1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1563.GEOID18 height accuracy estimate available here.
 NE1563
 NE1563.Click photographs - Photos may exist for this station.
 NE1563
 NE1563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1563
 NE1563.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1563
 NE1563.The ellipsoidal height was determined by GPS observations
 NE1563.and is referenced to NAD 83.
 NE1563
 NE1563. The following values were computed from the NAD 83(1994) position.
 NE1563
 NE1563;                    North         East     Units Scale Factor Converg.
 NE1563;SPC MI S     -    72,221.894 4,097,409.030   MT  0.99998986   +0 48 07.0
 NE1563;SPC MI S     -   236,948.47 13,442,943.01   iFT  0.99998986   +0 48 07.0
 NE1563;UTM  17      - 4,668,087.383   319,180.164   MT  1.00000232   -1 28 07.3
 NE1563
 NE1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1563!SPC MI S     -   0.99997743  x   0.99998986  =   0.99996729
 NE1563!UTM  17      -   0.99997743  x   1.00000232  =   0.99997975
 NE1563
 NE1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1918068087(NAD 83)
 NE1563
 NE1563                          SUPERSEDED SURVEY CONTROL
 NE1563
 NE1563  ELLIP H (02/03/97)  143.963  (m)                       GP(       ) 4 1
 NE1563  NAD 83(1986)-  42 08 38.57954(N)    083 11 17.68769(W) AD(       ) 1
 NE1563  NAD 83(1986)-  42 08 38.57732(N)    083 11 17.68422(W) AD(       ) 1
 NE1563  NGVD 29 (03/27/91)  178.5    (m)  OSU 89B  model used  GPS OBS        
 NE1563
 NE1563.Superseded values are not recommended for survey control.
 NE1563
 NE1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1563.See file dsdata.pdf to determine how the superseded data were derived.
 NE1563
 NE1563_MARKER: DD = SURVEY DISK
 NE1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1563_STAMPING: 82206 1989
 NE1563_MARK LOGO: MIDT
 NE1563_PROJECTION: FLUSH
 NE1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1563+STABILITY: SURFACE MOTION
 NE1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1563+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2023
 NE1563
 NE1563  HISTORY     - Date     Condition        Report By
 NE1563  HISTORY     - 1989     MONUMENTED       MIDT
 NE1563  HISTORY     - 19900122 GOOD             NGS
 NE1563  HISTORY     - 20010904 GOOD             INDIV
 NE1563  HISTORY     - 20230615 GOOD             MCA
 NE1563
 NE1563                          STATION DESCRIPTION
 NE1563
 NE1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1563'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1563'SOUTHEAST 1/4 OF SECTION 13, T-4-N, R-10-E AND ON WYANDOTTE QUADRANGLE
 NE1563'MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND WEST
 NE1563'ROAD IN TRENTON, GO NORTH ON STATE HIGHWAY 85 FOR 0.35 KM (0.20 MI) TO
 NE1563'THE STATION ON THE LEFT, IN THE MEDIAN BETWEEN THE NORTH AND
 NE1563'SOUTHBOUND LANES OF STATE HIGHWAY 85.
 NE1563'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1563'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 28.6 M
 NE1563'(93.8 FT) WEST-SOUTHWEST FROM A 20 INCH ELM TREE, 23.2 M (76.1 FT)
 NE1563'NORTHWEST FROM A FOUR-TRUNKED ASH TREE, 17.2 M (56.4 FT) EAST FROM THE
 NE1563'CENTER OF THE SOUTHBOUND LANES OF STATE HIGHWAY 85, 2.2 M (7.2 FT)
 NE1563'NORTH FROM A UTILITY BRACE POLE AND 0.6 M (2.0 FT) WEST FROM A METAL
 NE1563'WITNESS POST.
 NE1563'DESCRIBED BY E.J. HANSMANN.
 NE1563
 NE1563                          STATION RECOVERY (2001)
 NE1563
 NE1563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1563'THE METAL WITNESS POST IS ALSO IN GOOD CONDITION.
 NE1563
 NE1563                          STATION RECOVERY (2023)
 NE1563
 NE1563'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 NE1563'SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1564 ***********************************************************************
 NE1564  DESIGNATION -  82207
 NE1564  PID         -  NE1564
 NE1564  STATE/COUNTY-  MI/WAYNE
 NE1564  COUNTRY     -  US
 NE1564  USGS QUAD   -  WYANDOTTE (2017)
 NE1564
 NE1564                         *CURRENT SURVEY CONTROL
 NE1564  ______________________________________________________________________
 NE1564* NAD 83(1994) POSITION- 42 08 21.42688(N) 083 11 30.15216(W)   ADJUSTED
 NE1564* NAD 83(1994) ELLIP HT-   142.101 (meters)        (07/17/02)   ADJUSTED
 NE1564* NAVD 88 ORTHO HEIGHT -   176.9   (meters)      580.    (feet) GPS OBS
 NE1564  ______________________________________________________________________
 NE1564  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1564  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 NE1564  NAD 83(1994) X  -    561,529.210 (meters)                     COMP
 NE1564  NAD 83(1994) Y  - -4,703,336.461 (meters)                     COMP
 NE1564  NAD 83(1994) Z  -  4,257,183.819 (meters)                     COMP
 NE1564  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 NE1564  HORZ ORDER      -  FIRST
 NE1564  ELLP ORDER      -  FOURTH    CLASS I
 NE1564
 NE1564.The horizontal coordinates were established by GPS observations
 NE1564.and adjusted by the National Geodetic Survey in February 1997.
 NE1564
 NE1564.The orthometric height was determined by GPS observations and a
 NE1564.high-resolution geoid model.
 NE1564
 NE1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1564.GEOID18 height accuracy estimate available here.
 NE1564
 NE1564.Click photographs - Photos may exist for this station.
 NE1564
 NE1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1564
 NE1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1564
 NE1564.The ellipsoidal height was determined by GPS observations
 NE1564.and is referenced to NAD 83.
 NE1564
 NE1564. The following values were computed from the NAD 83(1994) position.
 NE1564
 NE1564;                    North         East     Units Scale Factor Converg.
 NE1564;SPC MI S     -    71,688.942 4,097,129.532   MT  0.99999093   +0 47 58.5
 NE1564;SPC MI S     -   235,199.94 13,442,026.02   iFT  0.99999093   +0 47 58.5
 NE1564;UTM  17      - 4,667,565.916   318,879.767   MT  1.00000366   -1 28 15.2
 NE1564
 NE1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1564!SPC MI S     -   0.99997771  x   0.99999093  =   0.99996864
 NE1564!UTM  17      -   0.99997771  x   1.00000366  =   0.99998137
 NE1564
 NE1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1887967565(NAD 83)
 NE1564
 NE1564                          SUPERSEDED SURVEY CONTROL
 NE1564
 NE1564  ELLIP H (02/03/97)  142.146  (m)                       GP(       ) 4 1
 NE1564  NAD 83(1986)-  42 08 21.43464(N)    083 11 30.18259(W) AD(       ) 1
 NE1564  NAD 83(1986)-  42 08 21.43241(N)    083 11 30.17917(W) AD(       ) 1
 NE1564  NGVD 29 (03/27/91)  176.7    (m)  OSU 89B  model used  GPS OBS        
 NE1564
 NE1564.Superseded values are not recommended for survey control.
 NE1564
 NE1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1564.See file dsdata.pdf to determine how the superseded data were derived.
 NE1564
 NE1564_MARKER: DD = SURVEY DISK
 NE1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1564_STAMPING: 82207 1989
 NE1564_MARK LOGO: MIDT
 NE1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1564+STABILITY: SURFACE MOTION
 NE1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1564+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 NE1564
 NE1564  HISTORY     - Date     Condition        Report By
 NE1564  HISTORY     - 1989     MONUMENTED       MIDT
 NE1564  HISTORY     - 19900124 GOOD             NGS
 NE1564  HISTORY     - 20010904 MARK NOT FOUND   INDIV
 NE1564
 NE1564                          STATION DESCRIPTION
 NE1564
 NE1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1564'THE STATION IS LOCATED IN QUAD. 420832, IN THE NORTHEAST 1/4 OF
 NE1564'SECTION 24, T-4-S, R-10-E, IN BROWNSTOWN TOWNSHIP AND ON THE WYANDOTTE
 NE1564'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND WEST
 NE1564'ROAD IN TRENTON, GO SOUTHWEST ON STATE HIGHWAY 85 FOR 0.25 KM
 NE1564'(0.15 MI) TO THE STATION ON THE LEFT IN THE GRASSY MEDIAN BETWEEN THE
 NE1564'NORTH AND SOUTHBOUND LANES OF STATE HIGHWAY 85.
 NE1564'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF A
 NE1564'30 CM SQUARE CONCRETE POST THAT PROJECTS 70 CM ABOVE THE GROUND.
 NE1564'LOCATED 72.2 M (236.9 FT) SOUTH FROM THE CENTER OF A PAVED CROSSOVER
 NE1564'ROAD, 49.4 M (162.1 FT) NORTH FROM THE EAST END OF A 12 INCH CONCRETE
 NE1564'CULVERT UNDER THE SOUTHBOUND LANES OF STATE HIGHWAY 85, 16.5 M
 NE1564'(54.1 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHBOUND LANES OF STATE
 NE1564'HIGHWAY 85 AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1564'DESCRIBED BY E.J. HANSMANN.
 NE1564
 NE1564                          STATION RECOVERY (2001)
 NE1564
 NE1564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1564'IT APPEARS THAT SINCE THE LAST REPORTED RECOVERY IN 1990 A NEW PAVED
 NE1564'CROSSOVER WAS PLACED WHERE THE MARK IS SUPPOSED TO BE LOCATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5947 ***********************************************************************
 AB5947  DESIGNATION -  82208
 AB5947  PID         -  AB5947
 AB5947  STATE/COUNTY-  MI/WAYNE
 AB5947  COUNTRY     -  US
 AB5947  USGS QUAD   -  GROSSE POINTE (2017)
 AB5947
 AB5947                         *CURRENT SURVEY CONTROL
 AB5947  ______________________________________________________________________
 AB5947* NAD 83(2011) POSITION- 42 27 01.78865(N) 082 56 15.84079(W)   ADJUSTED
 AB5947* NAD 83(2011) ELLIP HT-   147.182 (meters)        (06/27/12)   ADJUSTED
 AB5947* NAD 83(2011) EPOCH   -  2010.00
 AB5947* NAVD 88 ORTHO HEIGHT -   181.8   (meters)      596.    (feet) GPS OBS
 AB5947  ______________________________________________________________________
 AB5947  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5947  GEOID HEIGHT    -        -34.511 (meters)                     GEOID93
 AB5947  GEOID HEIGHT    -        -34.579 (meters)                     GEOID18
 AB5947  NAD 83(2011) X  -    579,512.381 (meters)                     COMP
 AB5947  NAD 83(2011) Y  - -4,677,717.753 (meters)                     COMP
 AB5947  NAD 83(2011) Z  -  4,282,758.226 (meters)                     COMP
 AB5947  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 AB5947
 AB5947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5947  Standards:
 AB5947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5947  -------------------------------------------------------------------
 AB5947  NETWORK    0.71   1.39           0.33   0.23   0.71      0.05206001
 AB5947  -------------------------------------------------------------------
 AB5947  Click here for local accuracies and other accuracy information.
 AB5947
 AB5947.The horizontal coordinates were established by GPS observations
 AB5947.and adjusted by the National Geodetic Survey in June 2012.
 AB5947
 AB5947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5947.been affixed to the stable North American tectonic plate. See 
 AB5947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5947
 AB5947.The horizontal coordinates are valid at the epoch date displayed above
 AB5947.which is a decimal equivalence of Year/Month/Day.
 AB5947
 AB5947.The orthometric height was determined by GPS observations and a
 AB5947.high-resolution geoid model.
 AB5947
 AB5947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5947.GEOID18 height accuracy estimate available here.
 AB5947
 AB5947.Click photographs - Photos may exist for this station.
 AB5947
 AB5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5947
 AB5947.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5947
 AB5947.The ellipsoidal height was determined by GPS observations
 AB5947.and is referenced to NAD 83.
 AB5947
 AB5947. The following values were computed from the NAD 83(2011) position.
 AB5947
 AB5947;                    North         East     Units Scale Factor Converg.
 AB5947;SPC MI S     -   106,576.349 4,117,536.268   MT  0.99993546   +0 58 20.8
 AB5947;SPC MI S     -   349,659.94 13,508,977.26   iFT  0.99993546   +0 58 20.8
 AB5947;UTM  17      - 4,701,615.369   340,655.641   MT  0.99991240   -1 18 29.4
 AB5947
 AB5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5947!SPC MI S     -   0.99997692  x   0.99993546  =   0.99991238
 AB5947!UTM  17      -   0.99997692  x   0.99991240  =   0.99988932
 AB5947
 AB5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4065501615(NAD 83)
 AB5947
 AB5947                          SUPERSEDED SURVEY CONTROL
 AB5947
 AB5947  NAD 83(2007)-  42 27 01.78875(N)    082 56 15.84207(W) AD(2002.00) 0
 AB5947  ELLIP H (02/10/07)  147.182  (m)                       GP(2002.00)    
 AB5947  ELLIP H (07/12/02)  147.212  (m)                       GP(       ) 4 1
 AB5947  NAD 83(1994)-  42 27 01.78874(N)    082 56 15.84205(W) AD(       ) 1
 AB5947  ELLIP H (02/03/97)  147.256  (m)                       GP(       ) 4 1
 AB5947  NAD 83(1986)-  42 27 01.79300(N)    082 56 15.87421(W) AD(       ) 1
 AB5947
 AB5947.Superseded values are not recommended for survey control.
 AB5947
 AB5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5947.See file dsdata.pdf to determine how the superseded data were derived.
 AB5947
 AB5947_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5947_STAMPING: 82208 1993
 AB5947_MARK LOGO: MIDT
 AB5947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5947+STABILITY: SURFACE MOTION
 AB5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5947+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AB5947
 AB5947  HISTORY     - Date     Condition        Report By
 AB5947  HISTORY     - 1992     MONUMENTED       MIDT
 AB5947  HISTORY     - 19971028 GOOD             LOCENG
 AB5947  HISTORY     - 20021012 GOOD             USPSQD
 AB5947
 AB5947                          STATION DESCRIPTION
 AB5947
 AB5947'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5947'STATION IS IN QUAD 420823 ON THE GROSSE POINTE QUADRANGLE MAP. STATION
 AB5947'IS IN PRIVATE CLAIM 156, T-1-S, R-13-E, IN THE CITY OF HARPER WOODS.
 AB5947'STATION IS IN MEDIAN OF EIGHT MILE ROAD ABOUT 0.15 MI (0.24 KM) EAST
 AB5947'OF KELLY ROAD, ABOUT 7 MI (11.3 KM) NORTHEAST OF HAMTRAMCK, ABOUT 6 MI
 AB5947'(9.7 KM) SOUTHEAST OF THE CENTER OF CITY OF WARREN, ABOUT 13 MI (20.9
 AB5947'KM) SOUTHEAST OF UTICA AND ABOUT 10.5 MI (16.9 KM) SOUTH OF MOUNT
 AB5947'CLEMENS.  TO REACH THE STATION FROM THE POST OFFICE IN SAINT CLAIR
 AB5947'SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK AVENUE TO NINE
 AB5947'MILE ROAD.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG NINE MILE ROAD
 AB5947'TO HARPER AVENUE.  TURN LEFT AND GO SOUTHWEST 1.0 MI (1.6 KM) ALONG
 AB5947'HARPER AVENUE TO EIGHT MILE ROAD.  TURN RIGHT AND GO WEST 0.1 MI (0.2
 AB5947'KM) ALONG EIGHT MILE ROAD TO THE BRIDGE CROSSING OVER INTERSTATE
 AB5947'HIGHWAY 94, CONTINUE GOING WEST 1.0 MI (1.6 KM) ALONG EIGHT MILE ROAD
 AB5947'TO THE INTERSECTION WITH AND THE END OF VERNIER HIGHWAY.  CONTINUE
 AB5947'GOING WEST 0.1 MI (0.2 KM) ALONG EIGHT MILE ROAD TO STATION IN MEDIAN
 AB5947'ON THE LEFT AS DESCRIBED.  STATION IS 5.0 FT (1.5 M) SOUTH FROM SOUTH
 AB5947'CURB OF WEST BOUND EIGHT MILE ROAD, 15 FT (4.6 M) EAST FROM EAST CURB
 AB5947'FOR TURN-AROUND RAMP FOR EAST BOUND TRAFFIC TO WEST BOUND EIGHT MILE
 AB5947'ROAD, 48 FT (14.6 M) NORTHWEST OF 0.5 FT (15.2 CM) DIAMETER TREE, 519
 AB5947'FT (158.2 M) WEST OF THE CENTER OF INTERSECTION OF EIGHT MILE ROAD AND
 AB5947'VERNIER HIGHWAY AND ABOUT 0.15 MI (0.24 KM) EAST OF INTERSECTION OF
 AB5947'EIGHT MILE ROAD AND KELLY ROAD. THERE IS NO WITNESS SIGN POST.
 AB5947
 AB5947                          STATION RECOVERY (1997)
 AB5947
 AB5947'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5947'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 1.500
 AB5947'M (4.921 FT) SOUTH FROM SOUTH CURB OF WEST BOUND M-102, IN THE MEDIAN,
 AB5947'3.90 M, (12.80 FT) AZ 102 DEGREES FROM METAL POST WITH STOP SIGN,
 AB5947'14.70 M, (48.23 FT) AZ 320 DEGREES FROM A 310 MM LOCUST TREE, 26.80 M,
 AB5947'(87.93 FT) AZ 295 DEGREES FROM 7 METER (23.0 FT) HIGH PINE TREE.  A
 AB5947'CARSONITE WITNESS MARKER WAS SET ON THE WEST SIDE OF THE STATION.
 AB5947
 AB5947                          STATION RECOVERY (2002)
 AB5947
 AB5947'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5948 ***********************************************************************
 AB5948  HT_MOD      -  This is a Height Modernization Survey Station.
 AB5948  DESIGNATION -  82209
 AB5948  PID         -  AB5948
 AB5948  STATE/COUNTY-  MI/WAYNE
 AB5948  COUNTRY     -  US
 AB5948  USGS QUAD   -  GROSSE POINTE (2017)
 AB5948
 AB5948                         *CURRENT SURVEY CONTROL
 AB5948  ______________________________________________________________________
 AB5948* NAD 83(2011) POSITION- 42 27 02.80622(N) 082 55 05.45187(W)   ADJUSTED
 AB5948* NAD 83(2011) ELLIP HT-   144.625 (meters)        (06/27/12)   ADJUSTED
 AB5948* NAD 83(2011) EPOCH   -  2010.00
 AB5948* NAVD 88 ORTHO HEIGHT -   179.24  (meters)      588.1   (feet) GPS OBS
 AB5948  ______________________________________________________________________
 AB5948  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AB5948  GEOID HEIGHT    -        -34.554 (meters)                     GEOID03
 AB5948  GEOID HEIGHT    -        -34.597 (meters)                     GEOID18
 AB5948  NAD 83(2011) X  -    581,105.797 (meters)                     COMP
 AB5948  NAD 83(2011) Y  - -4,677,496.816 (meters)                     COMP
 AB5948  NAD 83(2011) Z  -  4,282,779.669 (meters)                     COMP
 AB5948  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AB5948
 AB5948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5948  Standards:
 AB5948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5948  -------------------------------------------------------------------
 AB5948  NETWORK    0.32   0.55           0.14   0.12   0.28     -0.00449880
 AB5948  -------------------------------------------------------------------
 AB5948  Click here for local accuracies and other accuracy information.
 AB5948
 AB5948.The horizontal coordinates were established by GPS observations
 AB5948.and adjusted by the National Geodetic Survey in June 2012.
 AB5948
 AB5948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5948.been affixed to the stable North American tectonic plate. See 
 AB5948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5948
 AB5948.The horizontal coordinates are valid at the epoch date displayed above
 AB5948.which is a decimal equivalence of Year/Month/Day.
 AB5948
 AB5948.The orthometric height was determined by GPS observations and a
 AB5948.high-resolution geoid model using precise GPS observation and
 AB5948.processing techniques.
 AB5948
 AB5948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5948.GEOID18 height accuracy estimate available here.
 AB5948
 AB5948.Click photographs - Photos may exist for this station.
 AB5948
 AB5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5948
 AB5948.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5948
 AB5948.The ellipsoidal height was determined by GPS observations
 AB5948.and is referenced to NAD 83.
 AB5948
 AB5948. The following values were computed from the NAD 83(2011) position.
 AB5948
 AB5948;                    North         East     Units Scale Factor Converg.
 AB5948;SPC MI S     -   106,635.223 4,119,143.851   MT  0.99993542   +0 59 08.7
 AB5948;SPC MI S     -   349,853.09 13,514,251.48   iFT  0.99993542   +0 59 08.7
 AB5948;UTM  17      - 4,701,610.225   342,264.251   MT  0.99990613   -1 17 41.8
 AB5948
 AB5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5948!SPC MI S     -   0.99997732  x   0.99993542  =   0.99991274
 AB5948!UTM  17      -   0.99997732  x   0.99990613  =   0.99988345
 AB5948
 AB5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4226401610(NAD 83)
 AB5948
 AB5948                          SUPERSEDED SURVEY CONTROL
 AB5948
 AB5948  NAD 83(2007)-  42 27 02.80640(N)    082 55 05.45254(W) AD(2002.00) 1
 AB5948  ELLIP H (06/10/07)  144.634  (m)                       GP(2002.00) 4 1
 AB5948  NAD 83(2007)-  42 27 02.80630(N)    082 55 05.45354(W) AD(2002.00) 0
 AB5948  ELLIP H (02/10/07)  144.629  (m)                       GP(2002.00)    
 AB5948  ELLIP H (07/12/02)  144.659  (m)                       GP(       ) 4 1
 AB5948  NAD 83(1994)-  42 27 02.80631(N)    082 55 05.45353(W) AD(       ) 1
 AB5948  ELLIP H (02/03/97)  144.703  (m)                       GP(       ) 4 1
 AB5948  NAD 83(1986)-  42 27 02.81052(N)    082 55 05.48565(W) AD(       ) 1
 AB5948  NAVD 88 (08/09/96)  179.2    (m)  GEOID93  model used  GPS OBS        
 AB5948
 AB5948.Superseded values are not recommended for survey control.
 AB5948
 AB5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5948.See file dsdata.pdf to determine how the superseded data were derived.
 AB5948
 AB5948_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5948_STAMPING: 82209 1993
 AB5948_MARK LOGO: MIDT
 AB5948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5948+STABILITY: SURFACE MOTION
 AB5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5948+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 AB5948
 AB5948  HISTORY     - Date     Condition        Report By
 AB5948  HISTORY     - 1992     MONUMENTED       MIDT
 AB5948  HISTORY     - 19971028 GOOD             LOCENG
 AB5948  HISTORY     - 20021012 GOOD             USPSQD
 AB5948  HISTORY     - 20051020 GOOD             USPSQD
 AB5948  HISTORY     - 20060420 GOOD             MIDT
 AB5948
 AB5948                          STATION DESCRIPTION
 AB5948
 AB5948'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5948'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 0.600
 AB5948'M (1.968 FT) NORTH OF THE NORTH CURB OF EIGHT MILE ROAD, SOUTHEAST
 AB5948'FROM THE SOUTHEAST CORNER OF AN APRARTMENT BUILDING, 6.700 M (21.982
 AB5948'FT) SOUHTWEST FROM A DETROIT EDISON MANHOLE, 14.970 M (49.114 FT) WEST
 AB5948'SOUTH WEST FROM THE CORNER OF A METAL STRAIN POLE WITH A TRAFFIC LIGHT
 AB5948'AND SET ON A CONCRETE BASE AT THE TOP OF THE EXIT RAMP FROM WEST BOUND
 AB5948'I-94 ON THE NORTHWEST CORNER OF THE RAMP AND EAST EIGHT MILE ROAD
 AB5948
 AB5948                          STATION RECOVERY (2002)
 AB5948
 AB5948'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5948'RECOVERED IN GOOD CONDITION.
 AB5948
 AB5948                          STATION RECOVERY (2005)
 AB5948
 AB5948'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMD)
 AB5948'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION 8 FEET SOUTHEAST
 AB5948'FROM APARTMENT DRIVEWAY, 26 INCES FROM CURB. REST OF DESCRIPTION IS AS
 AB5948'DESCRIBED.  NEW CURBWORK AND SIDEWALKS IN AREA.
 AB5948
 AB5948                          STATION RECOVERY (2006)
 AB5948
 AB5948'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AB5948'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, 2.4 METERS (8.0
 AB5948'FEET) SOUTHEAST OF APARTMENT DRIVEWAY, 26 INCHES (66 CENTIMETERS)
 AB5948'NORTH OF A CURB, AND 0.61 METERS (2.0 FEET) SOUTHEAST OF A CARSONITE
 AB5948'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5872 ***********************************************************************
 AA5872  DESIGNATION -  82210
 AA5872  PID         -  AA5872
 AA5872  STATE/COUNTY-  MI/WAYNE
 AA5872  COUNTRY     -  US
 AA5872  USGS QUAD   -  INKSTER (2017)
 AA5872
 AA5872                         *CURRENT SURVEY CONTROL
 AA5872  ______________________________________________________________________
 AA5872* NAD 83(2011) POSITION- 42 16 36.27688(N) 083 16 13.97594(W)   ADJUSTED
 AA5872* NAD 83(2011) ELLIP HT-   154.397 (meters)        (06/27/12)   ADJUSTED
 AA5872* NAD 83(2011) EPOCH   -  2010.00
 AA5872* NAVD 88 ORTHO HEIGHT -   188.8   (meters)      619.    (feet) GPS OBS
 AA5872  ______________________________________________________________________
 AA5872  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5872  GEOID HEIGHT    -         -34.32 (meters)                     GEOID93
 AA5872  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 AA5872  NAD 83(2011) X  -    553,855.836 (meters)                     COMP
 AA5872  NAD 83(2011) Y  - -4,693,926.412 (meters)                     COMP
 AA5872  NAD 83(2011) Z  -  4,268,501.883 (meters)                     COMP
 AA5872  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 AA5872
 AA5872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5872  Standards:
 AA5872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5872  -------------------------------------------------------------------
 AA5872  NETWORK    0.74   0.98           0.33   0.27   0.50      0.03677061
 AA5872  -------------------------------------------------------------------
 AA5872  Click here for local accuracies and other accuracy information.
 AA5872
 AA5872.The horizontal coordinates were established by GPS observations
 AA5872.and adjusted by the National Geodetic Survey in June 2012.
 AA5872
 AA5872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5872.been affixed to the stable North American tectonic plate. See 
 AA5872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5872
 AA5872.The horizontal coordinates are valid at the epoch date displayed above
 AA5872.which is a decimal equivalence of Year/Month/Day.
 AA5872
 AA5872.The orthometric height was determined by GPS observations and a
 AA5872.high-resolution geoid model.
 AA5872
 AA5872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5872.GEOID18 height accuracy estimate available here.
 AA5872
 AA5872.Click photographs - Photos may exist for this station.
 AA5872
 AA5872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5872
 AA5872.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5872
 AA5872.The ellipsoidal height was determined by GPS observations
 AA5872.and is referenced to NAD 83.
 AA5872
 AA5872. The following values were computed from the NAD 83(2011) position.
 AA5872
 AA5872;                    North         East     Units Scale Factor Converg.
 AA5872;SPC MI S     -    86,867.889 4,090,413.727   MT  0.99996284   +0 44 45.4
 AA5872;SPC MI S     -   284,999.64 13,419,992.54   iFT  0.99996284   +0 44 45.4
 AA5872;UTM  17      - 4,682,999.815   312,770.771   MT  1.00003133   -1 31 40.3
 AA5872
 AA5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5872!SPC MI S     -   0.99997579  x   0.99996284  =   0.99993863
 AA5872!UTM  17      -   0.99997579  x   1.00003133  =   1.00000711
 AA5872
 AA5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1277082999(NAD 83)
 AA5872
 AA5872                          SUPERSEDED SURVEY CONTROL
 AA5872
 AA5872  NAD 83(2007)-  42 16 36.27717(N)    083 16 13.97672(W) AD(2002.00) 0
 AA5872  ELLIP H (02/10/07)  154.396  (m)                       GP(2002.00)    
 AA5872  ELLIP H (07/12/02)  154.434  (m)                       GP(       ) 4 1
 AA5872  NAD 83(1994)-  42 16 36.27681(N)    083 16 13.97616(W) AD(       ) 1
 AA5872  ELLIP H (02/03/97)  154.477  (m)                       GP(       ) 4 1
 AA5872  NAD 83(1986)-  42 16 36.28330(N)    083 16 14.00616(W) AD(       ) 1
 AA5872
 AA5872.Superseded values are not recommended for survey control.
 AA5872
 AA5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5872.See file dsdata.pdf to determine how the superseded data were derived.
 AA5872
 AA5872_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5872_STAMPING: 82210 1994
 AA5872_MARK LOGO: MIDT
 AA5872_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5872+STABILITY: SURFACE MOTION
 AA5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5872+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5872
 AA5872  HISTORY     - Date     Condition        Report By
 AA5872  HISTORY     - 1994     MONUMENTED       MIDT
 AA5872
 AA5872                          STATION DESCRIPTION
 AA5872
 AA5872'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 AA5872'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5872'IS NEAR THE EAST-WEST 1/4 LINE AND BETWEEN SECTIONS 32 AND 33, T-2-S,
 AA5872'R-10-E, DEARBORN HEIGHTS.  ABOUT 1.25 MI (2.01 KM) NORTH OF TAYLOR,
 AA5872'2.0 MI (3.2 KM) SOUTH OF DEARBORN, 4.5 MI (7.2 KM) EAST OF WAYNE AND
 AA5872'IN THE MEDIAN OF U.S. HIGHWAY 24. TO REACH FROM THE INTERCHANGE OF
 AA5872'U.S. HIGHWAY 12 (MICHIGAN AVENUE) AND U.S. HIGHWAY 24 (TELEGRAPH ROAD)
 AA5872'IN THE CITY OF DEARBORN, GO SOUTH ALONG HIGHWAY 24 FOR 1.6 MI (2.6 KM)
 AA5872'TO STATION ON THE LEFT IN THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND
 AA5872'LANES.  THIS IS OPPSITE THE DEARBORN HEIGHTS FIRE STATION NO 1 AT
 AA5872'(4500 TELEGRAPH) NORTH BUILDING WALL. STATION IS 131.8 FT (40.2 M)
 AA5872'NORTH FROM NORTH EDGE OF ANNAPOLIS STREET (BACK OF CURB), 101.9 FT
 AA5872'(31.1 M) NORTHEAST FROM A UTILITY POLE, 62.4 FT (19.0 M) EAST FROM THE
 AA5872'EAST EDGE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 24 AND 16.2 FT (4.9
 AA5872'M) WEST FROM THE WEST EDGE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 24.
 AA5872'NO WITNESS POST WAS SET AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5873 ***********************************************************************
 AA5873  DESIGNATION -  82211
 AA5873  PID         -  AA5873
 AA5873  STATE/COUNTY-  MI/WAYNE
 AA5873  COUNTRY     -  US
 AA5873  USGS QUAD   -  INKSTER (2017)
 AA5873
 AA5873                         *CURRENT SURVEY CONTROL
 AA5873  ______________________________________________________________________
 AA5873* NAD 83(2011) POSITION- 42 17 51.07747(N) 083 16 21.78466(W)   ADJUSTED
 AA5873* NAD 83(2011) ELLIP HT-   153.105 (meters)        (06/27/12)   ADJUSTED
 AA5873* NAD 83(2011) EPOCH   -  2010.00
 AA5873* NAVD 88 ORTHO HEIGHT -   187.5   (meters)      615.    (feet) GPS OBS
 AA5873  ______________________________________________________________________
 AA5873  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5873  GEOID HEIGHT    -         -34.28 (meters)                     GEOID93
 AA5873  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 AA5873  NAD 83(2011) X  -    553,496.103 (meters)                     COMP
 AA5873  NAD 83(2011) Y  - -4,692,404.159 (meters)                     COMP
 AA5873  NAD 83(2011) Z  -  4,270,208.465 (meters)                     COMP
 AA5873  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 AA5873
 AA5873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5873  Standards:
 AA5873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5873  -------------------------------------------------------------------
 AA5873  NETWORK    0.78   0.88           0.36   0.26   0.45     -0.11616766
 AA5873  -------------------------------------------------------------------
 AA5873  Click here for local accuracies and other accuracy information.
 AA5873
 AA5873.The horizontal coordinates were established by GPS observations
 AA5873.and adjusted by the National Geodetic Survey in June 2012.
 AA5873
 AA5873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5873.been affixed to the stable North American tectonic plate. See 
 AA5873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5873
 AA5873.The horizontal coordinates are valid at the epoch date displayed above
 AA5873.which is a decimal equivalence of Year/Month/Day.
 AA5873
 AA5873.The orthometric height was determined by GPS observations and a
 AA5873.high-resolution geoid model.
 AA5873
 AA5873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5873.GEOID18 height accuracy estimate available here.
 AA5873
 AA5873.Click photographs - Photos may exist for this station.
 AA5873
 AA5873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5873
 AA5873.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5873
 AA5873.The ellipsoidal height was determined by GPS observations
 AA5873.and is referenced to NAD 83.
 AA5873
 AA5873. The following values were computed from the NAD 83(2011) position.
 AA5873
 AA5873;                    North         East     Units Scale Factor Converg.
 AA5873;SPC MI S     -    89,173.267 4,090,204.833   MT  0.99995909   +0 44 40.1
 AA5873;SPC MI S     -   292,563.21 13,419,307.19   iFT  0.99995909   +0 44 40.1
 AA5873;UTM  17      - 4,685,311.830   312,653.511   MT  1.00003187   -1 31 47.8
 AA5873
 AA5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5873!SPC MI S     -   0.99997599  x   0.99995909  =   0.99993508
 AA5873!UTM  17      -   0.99997599  x   1.00003187  =   1.00000786
 AA5873
 AA5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1265385311(NAD 83)
 AA5873
 AA5873                          SUPERSEDED SURVEY CONTROL
 AA5873
 AA5873  NAD 83(2007)-  42 17 51.07777(N)    083 16 21.78578(W) AD(2002.00) 0
 AA5873  ELLIP H (02/10/07)  153.101  (m)                       GP(2002.00)    
 AA5873  ELLIP H (07/12/02)  153.141  (m)                       GP(       ) 4 1
 AA5873  NAD 83(1994)-  42 17 51.07742(N)    083 16 21.78522(W) AD(       ) 1
 AA5873  ELLIP H (02/03/97)  153.184  (m)                       GP(       ) 4 1
 AA5873  NAD 83(1986)-  42 17 51.08397(N)    083 16 21.81513(W) AD(       ) 1
 AA5873
 AA5873.Superseded values are not recommended for survey control.
 AA5873
 AA5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5873.See file dsdata.pdf to determine how the superseded data were derived.
 AA5873
 AA5873_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5873_STAMPING: 82211 1994
 AA5873_MARK LOGO: MI-163
 AA5873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5873+STABILITY: SURFACE MOTION
 AA5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5873+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AA5873
 AA5873  HISTORY     - Date     Condition        Report By
 AA5873  HISTORY     - 1994     MONUMENTED       MIDT
 AA5873  HISTORY     - 19940922 GOOD             WADTRI
 AA5873  HISTORY     - 20011212 GOOD             INDIV
 AA5873  HISTORY     - 20021028 GOOD             COMPA
 AA5873
 AA5873                          STATION DESCRIPTION
 AA5873
 AA5873'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 AA5873'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5873'IS IN THE NORTHEAST 1/4 OF SECTION 29, T-2-S, R-10-E ON THE CONRAIL
 AA5873'RAILROAD RIGHT-OF-WAY PROPERTY.  ABOUT 1.0 MI (1.6 KM) SOUTH FROM
 AA5873'DEARBORN, 2.5 MI (4.0 KM) NORTH OF TAYLOR AND 3.0 MI (4.8 KM) EAST OF
 AA5873'INKSTER. TO REACH FROM U.S. HIGHWAY 12 (MICHIGAN AVENUE) AND STATE
 AA5873'HIGHWAY M-39 (SOUTHFIELD FREEWAY), GO EAST ALONG U.S. HIGHWAY 12 FOR
 AA5873'3.2 MI (5.1 KM) CROSSING OVER U.S. HIGHWAY 24 (TELEGRAPH ROAD) TO A
 AA5873'TURN AROUND LEFT.  TURN LEFT AND GO SOUTH ACROSS U.S. HIGHWAY 12
 AA5873'EASTBOUND LANES INTO AND THROUGH THE THEATER PARKING LOT TO RAILROAD
 AA5873'TRACKS AND STATION ON THE LEFT. STATION IS 77.0 FT (23.5 M) NORTHEAST
 AA5873'FROM A 24-INCH COTTONWOOD TREE, 34.4 FT (10.5 M) SOUTH FROM THE SOUTH
 AA5873'EDGE OF PARKING LOT PAVEMENT, 33.6 FT (10.2 M) SOUTH FROM A UTILITY
 AA5873'POLE AND 30.0 FT (9.1 M) NORTH FROM THE NORTH RAIL OF THE RAILROAD
 AA5873'TRACK.  NO WITNESS POST WAS SET AT THIS STATION.
 AA5873
 AA5873                          STATION RECOVERY (1994)
 AA5873
 AA5873'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5873'RECOVERED AS DESCRIBED.
 AA5873
 AA5873                          STATION RECOVERY (2001)
 AA5873
 AA5873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA5873'RECOVERED IN GOOD CONDITION.
 AA5873
 AA5873                          STATION RECOVERY (2002)
 AA5873
 AA5873'RECOVERY NOTE BY COMPASSCOM INC 2002 (IA)
 AA5873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5874 ***********************************************************************
 AA5874  DESIGNATION -  82212
 AA5874  PID         -  AA5874
 AA5874  STATE/COUNTY-  MI/WAYNE
 AA5874  COUNTRY     -  US
 AA5874  USGS QUAD   -  DEARBORN (2017)
 AA5874
 AA5874                         *CURRENT SURVEY CONTROL
 AA5874  ______________________________________________________________________
 AA5874* NAD 83(2011) POSITION- 42 18 12.26571(N) 083 14 57.23518(W)   ADJUSTED
 AA5874* NAD 83(2011) ELLIP HT-   152.930 (meters)        (06/27/12)   ADJUSTED
 AA5874* NAD 83(2011) EPOCH   -  2010.00
 AA5874* NAVD 88 ORTHO HEIGHT -   187.3   (meters)      615.    (feet) GPS OBS
 AA5874  ______________________________________________________________________
 AA5874  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5874  GEOID HEIGHT    -         -34.30 (meters)                     GEOID93
 AA5874  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 AA5874  NAD 83(2011) X  -    555,367.769 (meters)                     COMP
 AA5874  NAD 83(2011) Y  - -4,691,739.795 (meters)                     COMP
 AA5874  NAD 83(2011) Z  -  4,270,691.904 (meters)                     COMP
 AA5874  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 AA5874
 AA5874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5874  Standards:
 AA5874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5874  -------------------------------------------------------------------
 AA5874  NETWORK    0.69   0.74           0.32   0.23   0.38     -0.04015340
 AA5874  -------------------------------------------------------------------
 AA5874  Click here for local accuracies and other accuracy information.
 AA5874
 AA5874.The horizontal coordinates were established by GPS observations
 AA5874.and adjusted by the National Geodetic Survey in June 2012.
 AA5874
 AA5874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5874.been affixed to the stable North American tectonic plate. See 
 AA5874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5874
 AA5874.The horizontal coordinates are valid at the epoch date displayed above
 AA5874.which is a decimal equivalence of Year/Month/Day.
 AA5874
 AA5874.The orthometric height was determined by GPS observations and a
 AA5874.high-resolution geoid model.
 AA5874
 AA5874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5874.GEOID18 height accuracy estimate available here.
 AA5874
 AA5874.Click photographs - Photos may exist for this station.
 AA5874
 AA5874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5874
 AA5874.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5874
 AA5874.The ellipsoidal height was determined by GPS observations
 AA5874.and is referenced to NAD 83.
 AA5874
 AA5874. The following values were computed from the NAD 83(2011) position.
 AA5874
 AA5874;                    North         East     Units Scale Factor Converg.
 AA5874;SPC MI S     -    89,852.385 4,092,132.650   MT  0.99995805   +0 45 37.6
 AA5874;SPC MI S     -   294,791.29 13,425,632.05   iFT  0.99995805   +0 45 37.6
 AA5874;UTM  17      - 4,685,913.943   314,606.896   MT  1.00002291   -1 30 51.4
 AA5874
 AA5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5874!SPC MI S     -   0.99997602  x   0.99995805  =   0.99993407
 AA5874!UTM  17      -   0.99997602  x   1.00002291  =   0.99999893
 AA5874
 AA5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1460685913(NAD 83)
 AA5874
 AA5874                          SUPERSEDED SURVEY CONTROL
 AA5874
 AA5874  NAD 83(2007)-  42 18 12.26610(N)    083 14 57.23606(W) AD(2002.00) 0
 AA5874  ELLIP H (02/10/07)  152.928  (m)                       GP(2002.00)    
 AA5874  ELLIP H (07/12/02)  152.970  (m)                       GP(       ) 4 1
 AA5874  NAD 83(1994)-  42 18 12.26573(N)    083 14 57.23553(W) AD(       ) 1
 AA5874  ELLIP H (02/03/97)  153.013  (m)                       GP(       ) 4 1
 AA5874  NAD 83(1986)-  42 18 12.27235(N)    083 14 57.26532(W) AD(       ) 1
 AA5874
 AA5874.Superseded values are not recommended for survey control.
 AA5874
 AA5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5874.See file dsdata.pdf to determine how the superseded data were derived.
 AA5874
 AA5874_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5874_STAMPING: 82212 1994
 AA5874_MARK LOGO: MIDT
 AA5874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5874+STABILITY: SURFACE MOTION
 AA5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5874+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5874
 AA5874  HISTORY     - Date     Condition        Report By
 AA5874  HISTORY     - 1994     MONUMENTED       MIDT
 AA5874  HISTORY     - 20020724 GOOD             INDIV
 AA5874
 AA5874                          STATION DESCRIPTION
 AA5874
 AA5874'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5874'STATION IS LOCATED IN QUAD 420832 ON THE DEARBORN QUADRANGLE MAP.  IT
 AA5874'IS IN THE SOUTHEAST 1/4 OF SECTION 22, T-2-S, R-10-E.  ABOUT 3.0 MI
 AA5874'(4.8 KM) NORTHEAST OF TAYLOR, 3.5 MI (5.6 KM) EAST OF INKSTER, 4.0 MI
 AA5874'(6.4 KM) SOUTH OF REDFORD AND ON CONRAIL RAILROAD RIGHT-OF-WAY
 AA5874'PROPERTY. TO REACH FROM THE INTERSECTION U.S. HIGHWAY 12 (MICHIGAN
 AA5874'AVENUE) AND U.S. HIGHWAY 24 (TELEGRAPH ROAD), GO EAST ALONG HIGHWAY 12
 AA5874'FOR 1.15 MI (1.85 KM) TO MILITARY ROAD.  TURN RIGHT AND GO SOUTH FOR
 AA5874'0.1 MI (0.2 KM) TO RAILROAD. CONTINUE SOUTH FOR 0.05 MI (0.08 KM)
 AA5874'ALONG MILITARY ROAD TO PARK STREET ON LEFT.  TURN LEFT AND GO EAST FOR
 AA5874'0.05 MI (0.08 KM) TO A T-ROAD (TENNY STREET).  TURN LEFT AND GO NORTH
 AA5874'FOR 200 FT (61.0 M) ALONG TENNY STREET AND THROUGH A PARKING LOT TO
 AA5874'RAILROAD AND STATION ON THE RIGHT AS DESCRIBED. STATION IS 57.0 FT
 AA5874'(17.4 M) NORTHEAST FROM A UTILITY POLE, 24.2 FT (7.4 M) NORTHEAST FROM
 AA5874'THE CORNER OF A WOOD BEAM RETAINING WALL FOR A PARKING LOT, 20.8 FT
 AA5874'(6.3 M) SOUTH FROM THE SOUTH RAIL OF A SINGLE RAILROAD TRACK AND 16.0
 AA5874'FT (4.9 M) NORTH FROM THE NORTH EDGE OF THE PAKING LOT PAVEMENT. NO
 AA5874'WITNESS POST WAS SET AT THIS STATION.
 AA5874
 AA5874                          STATION RECOVERY (2002)
 AA5874
 AA5874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BAH)
 AA5874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5865 ***********************************************************************
 AA5865  CBN         -  This is a Cooperative Base Network Control Station.
 AA5865  DESIGNATION -  82213
 AA5865  PID         -  AA5865
 AA5865  STATE/COUNTY-  MI/WAYNE
 AA5865  COUNTRY     -  US
 AA5865  USGS QUAD   -  CARLETON (2017)
 AA5865
 AA5865                         *CURRENT SURVEY CONTROL
 AA5865  ______________________________________________________________________
 AA5865* NAD 83(2011) POSITION- 42 05 43.40700(N) 083 22 38.31186(W)   ADJUSTED
 AA5865* NAD 83(2011) ELLIP HT-   154.187 (meters)        (06/27/12)   ADJUSTED
 AA5865* NAD 83(2011) EPOCH   -  2010.00
 AA5865* NAVD 88 ORTHO HEIGHT -   189.1   (meters)      620.    (feet) GPS OBS
 AA5865  ______________________________________________________________________
 AA5865  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5865  GEOID HEIGHT    -        -34.676 (meters)                     GEOID93
 AA5865  GEOID HEIGHT    -        -34.804 (meters)                     GEOID18
 AA5865  NAD 83(2011) X  -    546,668.787 (meters)                     COMP
 AA5865  NAD 83(2011) Y  - -4,708,387.746 (meters)                     COMP
 AA5865  NAD 83(2011) Z  -  4,253,575.255 (meters)                     COMP
 AA5865  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AA5865
 AA5865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5865  Standards:
 AA5865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5865  -------------------------------------------------------------------
 AA5865  NETWORK    0.71   0.84           0.33   0.23   0.43      0.04612595
 AA5865  -------------------------------------------------------------------
 AA5865  Click here for local accuracies and other accuracy information.
 AA5865
 AA5865.The horizontal coordinates were established by GPS observations
 AA5865.and adjusted by the National Geodetic Survey in June 2012.
 AA5865
 AA5865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5865.been affixed to the stable North American tectonic plate. See 
 AA5865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5865
 AA5865.The horizontal coordinates are valid at the epoch date displayed above
 AA5865.which is a decimal equivalence of Year/Month/Day.
 AA5865
 AA5865.The orthometric height was determined by GPS observations and a
 AA5865.high-resolution geoid model.
 AA5865
 AA5865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5865.GEOID18 height accuracy estimate available here.
 AA5865
 AA5865.Click photographs - Photos may exist for this station.
 AA5865
 AA5865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5865
 AA5865.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5865
 AA5865.The ellipsoidal height was determined by GPS observations
 AA5865.and is referenced to NAD 83.
 AA5865
 AA5865. The following values were computed from the NAD 83(2011) position.
 AA5865
 AA5865;                    North         East     Units Scale Factor Converg.
 AA5865;SPC MI S     -    66,616.494 4,081,844.719   MT  1.00000109   +0 40 23.8
 AA5865;SPC MI S     -   218,558.05 13,391,879.00   iFT  1.00000109   +0 40 23.8
 AA5865;UTM  17      - 4,663,102.395   303,405.446   MT  1.00007559   -1 35 39.0
 AA5865
 AA5865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5865!SPC MI S     -   0.99997582  x   1.00000109  =   0.99997691
 AA5865!UTM  17      -   0.99997582  x   1.00007559  =   1.00005141
 AA5865
 AA5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0340563102(NAD 83)
 AA5865
 AA5865                          SUPERSEDED SURVEY CONTROL
 AA5865
 AA5865  NAD 83(2007)-  42 05 43.40799(N)    083 22 38.31245(W) AD(2002.00) 0
 AA5865  ELLIP H (02/10/07)  154.177  (m)                       GP(2002.00)    
 AA5865  ELLIP H (07/12/02)  154.246  (m)                       GP(       ) 4 2
 AA5865  NAD 83(1994)-  42 05 43.40735(N)    083 22 38.31211(W) AD(       ) B
 AA5865  ELLIP H (09/20/95)  154.284  (m)                       GP(       ) 1 2
 AA5865  NAD 83(1986)-  42 05 43.41508(N)    083 22 38.34107(W) AD(       ) 1
 AA5865  NAVD 88 (06/12/95)  189.0    (m)  GEOID93  model used  GPS OBS        
 AA5865
 AA5865.Superseded values are not recommended for survey control.
 AA5865
 AA5865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5865.See file dsdata.pdf to determine how the superseded data were derived.
 AA5865
 AA5865_MARKER: DD = SURVEY DISK
 AA5865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5865_STAMPING: 82213 1994
 AA5865_MARK LOGO: MIDT
 AA5865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5865+STABILITY: SURFACE MOTION
 AA5865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5865+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5865
 AA5865  HISTORY     - Date     Condition        Report By
 AA5865  HISTORY     - 1994     MONUMENTED       MIDT
 AA5865  HISTORY     - 19940520 GOOD             NGS
 AA5865  HISTORY     - 19940922 GOOD             WADTRI
 AA5865
 AA5865                          STATION DESCRIPTION
 AA5865
 AA5865'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5865'STATION IS LOCATED IN QUAD 420832. IT IS ON THE CARLETON QUADRANGLE
 AA5865'MAP, IN THE SOUTHWEST 1/4 OF SECTION 33, T-4-S, R-9-E, HURON TOWNSHIP.
 AA5865'2.4 MI (3.9 KM) NORTH OF CARLETON, 4.5 MI (7.2 KM) WEST OF FLAT ROCK,
 AA5865'4.2 MI (6.8 KM) SOUTHEAST OF NEW BOSTON, AT THE SOUTH WAYNE COUNTY
 AA5865'LINE ALONG INTERSTATE 275 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO
 AA5865'REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 AA5865'HIGHWAY 275, GO SOUTH ALONG INTERSTATE HIGHWAY 275 FOR 4.5 MI (7.2 KM)
 AA5865'TO THE SIBLEY ROAD (EXIT 13) TO NEW BOSTON. CONTINUE SOUTH ALONG
 AA5865'HIGHWAY 275 FOR 5.0 MI (8.0 KM) TO A MEDIAN CROSSOVER (AUTHORIZED
 AA5865'VEHICLES ONLY) AND THE STATION ON THE LEFT ABOUT 100 FT (30.5 M) NORTH
 AA5865'OF THE CROSSOVER. NOTE--THIS CROSSOVER IS JUST BEYOND THE BEGINNING OF
 AA5865'THE EXIT RAMP FOR WILL CARLETON ROAD (EXIT 8). STATION IS 17.5 FEET
 AA5865'(5.3 M) WEST FROM WEST EDGE OF CONCRETE, 3 LANES OF INTERSTATE HIGHWAY
 AA5865'275 NORTHBOUND, 38.0 FT (11.6 M) NORTHEASTERLY FROM AN 18-INCH
 AA5865'CORRUGATED METAL PIPE CULVERT END WHICH RUNS UNDER THE NORTHBOUND
 AA5865'LANES OF HIGHWAY 275, 55.6 FT (16.9 M) NORTHERLY FROM AN AUTHORIZED
 AA5865'VEHICLE ONLY SIGN, 77.6 FT (23.7 M) EAST FROM THE EAST EDGE CONCRETE,
 AA5865'3 LANES OF HIGHWAY 275 SOUTHBOUND, 79.0 FT (24.1 M) NORTH FROM THE
 AA5865'CENTER OF THE GRAVEL MEDIAN CROSSOVER AND 1.0 FT (0.3 M) EAST FROM A
 AA5865'CARSONITE WITNESS POST.
 AA5865
 AA5865                          STATION RECOVERY (1994)
 AA5865
 AA5865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA5865'STATION IS LOCATED IN QUAD 420832, ABOUT 2.5 MI (4.0 KM) NORTH OF
 AA5865'CARLTON, 4.5 MI (7.2 KM) WEST OF FLAT ROCK, 4.2 MI (6.8 KM) SOUTHEAST
 AA5865'OF NEW BOSTON, ALONG INTERSTATE HIGHWAY 275, AT THE WAYNE-MONROE
 AA5865'COUNTY LINE, ON THE CARLTON QUADRANGLE MAP, IN THE SOUTHWEST 1/4 OF
 AA5865'SECTION 33, T 4 S, R 9 E, HURON TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT
 AA5865'OF TRANSPORTATION.  TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AA5865'HIGHWAY 94 AND INTERSTATE HIGHWAY 275, GO SOUTH ON HIGHWAY 275 FOR 4.5
 AA5865'MI (7.2 KM) TO THE SIBLEY ROAD (EXIT 13) TO NEW BOSTON. CONTINUE SOUTH
 AA5865'ALONG HIGHWAY 275 FOR 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT, JUST
 AA5865'BEFORE REACHING A MEDIAN CROSSOVER.  NOTE--THIS CROSSOVER IS JUST
 AA5865'BEYOND THE BEGINNING OF THE EXIT RAMP FOR WILL CARLTON ROAD (EXIT 8) .
 AA5865'STATION IS 17.5 FT (5.3 M) WEST FROM WEST EDGE OF THE NORTHBOUND
 AA5865'LANES, 38.0 FT (11.6 M) NORTHEASTERLY FROM AN 18-INCH CORRUGATED METAL
 AA5865'PIPE CULVERT END WHICH RUNS UNDER THE NORTHBOUND LANES OF HIGHWAY 275,
 AA5865'55.6 FT (16.9 M) NORTHERLY FROM AN AUTHORIZED VEHICLE ONLY SIGN, 77.6
 AA5865'FT (23.7 M) EAST FROM THE EAST EDGE OF THE SOUTHBOUND LANES, 79.0 FT
 AA5865'(24.1 M) NORTH FROM THE CENTER OF THE GRAVEL MEDIAN CROSSOVER, AND 1.0
 AA5865'FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST.
 AA5865
 AA5865                          STATION RECOVERY (1994)
 AA5865
 AA5865'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5866 ***********************************************************************
 AA5866  DESIGNATION -  82214
 AA5866  PID         -  AA5866
 AA5866  STATE/COUNTY-  MI/WAYNE
 AA5866  COUNTRY     -  US
 AA5866  USGS QUAD   -  CARLETON (2017)
 AA5866
 AA5866                         *CURRENT SURVEY CONTROL
 AA5866  ______________________________________________________________________
 AA5866* NAD 83(2011) POSITION- 42 06 40.72302(N) 083 22 39.47179(W)   ADJUSTED
 AA5866* NAD 83(2011) ELLIP HT-   155.086 (meters)        (06/27/12)   ADJUSTED
 AA5866* NAD 83(2011) EPOCH   -  2010.00
 AA5866* NAVD 88 ORTHO HEIGHT -   189.8   (meters)      623.    (feet) GPS OBS
 AA5866  ______________________________________________________________________
 AA5866  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5866  GEOID HEIGHT    -         -34.63 (meters)                     GEOID93
 AA5866  GEOID HEIGHT    -        -34.761 (meters)                     GEOID18
 AA5866  NAD 83(2011) X  -    546,505.644 (meters)                     COMP
 AA5866  NAD 83(2011) Y  - -4,707,213.677 (meters)                     COMP
 AA5866  NAD 83(2011) Z  -  4,254,887.962 (meters)                     COMP
 AA5866  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AA5866
 AA5866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5866  Standards:
 AA5866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5866  -------------------------------------------------------------------
 AA5866  NETWORK    0.64   0.92           0.29   0.23   0.47     -0.00419917
 AA5866  -------------------------------------------------------------------
 AA5866  Click here for local accuracies and other accuracy information.
 AA5866
 AA5866.The horizontal coordinates were established by GPS observations
 AA5866.and adjusted by the National Geodetic Survey in June 2012.
 AA5866
 AA5866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5866.been affixed to the stable North American tectonic plate. See 
 AA5866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5866
 AA5866.The horizontal coordinates are valid at the epoch date displayed above
 AA5866.which is a decimal equivalence of Year/Month/Day.
 AA5866
 AA5866.The orthometric height was determined by GPS observations and a
 AA5866.high-resolution geoid model.
 AA5866
 AA5866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5866.GEOID18 height accuracy estimate available here.
 AA5866
 AA5866.Click photographs - Photos may exist for this station.
 AA5866
 AA5866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5866
 AA5866.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5866
 AA5866.The ellipsoidal height was determined by GPS observations
 AA5866.and is referenced to NAD 83.
 AA5866
 AA5866. The following values were computed from the NAD 83(2011) position.
 AA5866
 AA5866;                    North         East     Units Scale Factor Converg.
 AA5866;SPC MI S     -    68,384.500 4,081,797.292   MT  0.99999734   +0 40 23.0
 AA5866;SPC MI S     -   224,358.60 13,391,723.40   iFT  0.99999734   +0 40 23.0
 AA5866;UTM  17      - 4,664,871.028   303,428.015   MT  1.00007548   -1 35 41.6
 AA5866
 AA5866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5866!SPC MI S     -   0.99997568  x   0.99999734  =   0.99997302
 AA5866!UTM  17      -   0.99997568  x   1.00007548  =   1.00005116
 AA5866
 AA5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0342864871(NAD 83)
 AA5866
 AA5866                          SUPERSEDED SURVEY CONTROL
 AA5866
 AA5866  NAD 83(2007)-  42 06 40.72317(N)    083 22 39.47243(W) AD(2002.00) 0
 AA5866  ELLIP H (02/10/07)  155.099  (m)                       GP(2002.00)    
 AA5866  ELLIP H (07/12/02)  155.135  (m)                       GP(       ) 4 1
 AA5866  NAD 83(1994)-  42 06 40.72269(N)    083 22 39.47189(W) AD(       ) 1
 AA5866  ELLIP H (02/03/97)  155.179  (m)                       GP(       ) 4 1
 AA5866  NAD 83(1986)-  42 06 40.73025(N)    083 22 39.50105(W) AD(       ) 1
 AA5866
 AA5866.Superseded values are not recommended for survey control.
 AA5866
 AA5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5866.See file dsdata.pdf to determine how the superseded data were derived.
 AA5866
 AA5866_MARKER: DD = SURVEY DISK
 AA5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5866_STAMPING: 82214 1994
 AA5866_MARK LOGO: MIDT
 AA5866_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5866+STABILITY: SURFACE MOTION
 AA5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5866+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5866
 AA5866  HISTORY     - Date     Condition        Report By
 AA5866  HISTORY     - 1994     MONUMENTED       MIDT
 AA5866
 AA5866                          STATION DESCRIPTION
 AA5866
 AA5866'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5866'STATION IS LOCATED IN QUAD 420832 ON THE CARLETON QUADRANGLE MAP. IT
 AA5866'IS IN THE NORTHWEST 1/4 OF SECTION 33, T-4-S, R-9-E, HURON TOWNSHIP.
 AA5866'ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF NEW BOSTON, 4.7 MI (7.6 KM)
 AA5866'WESTERLY OF FLAT ROCK, 3.0 MI (4.8 KM) NORTH OF CARLETON AND ON
 AA5866'HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AA5866'HIGHWAY 94 AND INTERSTATE HIGHWAY 275 GO SOUTH ALONG HIGHWAY 275 FOR
 AA5866'4.5 MI (7.2 KM) TO SIBLEY ROAD (EXIT 13 NEW BOSTON).  CONTINUE SOUTH
 AA5866'ALONG HIGHWAY 275 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE LEFT AS
 AA5866'DESCRIBED. NOTE--STATION IS 0.3 MI (0.5 KM) SOUTH OF THE WILLOW ROAD
 AA5866'OVERPASS. STATION IS 8.4 FT (2.6 M) WEST FROM THE WEST EDGE CONCRETE,
 AA5866'3 LANES HIGHWAY 275 NORTHBOUND, 46.0 FT (14.0 M) SOUTHEAST FROM A
 AA5866'12-INCH CORRUGATED METAL PIPE CULVERT WITH END SECTION IN MEDIAN, 85.8
 AA5866'FT (26.2 M) EAST FROM THE EAST EDGE CONCRETE, 3 LANES HIGHWAY 275
 AA5866'SOUTHBOUND, 91 FT (27.7 M) SOUTHWEST FROM A 12-INCH CORRUGATED METAL
 AA5866'PIPE WITH END SECTION AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS
 AA5866'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5867 ***********************************************************************
 AA5867  DESIGNATION -  82215
 AA5867  PID         -  AA5867
 AA5867  STATE/COUNTY-  MI/WAYNE
 AA5867  COUNTRY     -  US
 AA5867  USGS QUAD   -  BELLEVILLE (2017)
 AA5867
 AA5867                         *CURRENT SURVEY CONTROL
 AA5867  ______________________________________________________________________
 AA5867* NAD 83(2011) POSITION- 42 13 19.90142(N) 083 24 41.94971(W)   ADJUSTED
 AA5867* NAD 83(2011) ELLIP HT-   168.179 (meters)        (06/27/12)   ADJUSTED
 AA5867* NAD 83(2011) EPOCH   -  2010.00
 AA5867* NAVD 88 ORTHO HEIGHT -   202.6   (meters)      665.    (feet) GPS OBS
 AA5867  ______________________________________________________________________
 AA5867  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5867  GEOID HEIGHT    -         -34.31 (meters)                     GEOID93
 AA5867  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 AA5867  NAD 83(2011) X  -    542,762.919 (meters)                     COMP
 AA5867  NAD 83(2011) Y  - -4,699,333.449 (meters)                     COMP
 AA5867  NAD 83(2011) Z  -  4,264,025.890 (meters)                     COMP
 AA5867  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 AA5867
 AA5867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5867  Standards:
 AA5867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5867  -------------------------------------------------------------------
 AA5867  NETWORK    0.54   0.80           0.24   0.20   0.41     -0.01273575
 AA5867  -------------------------------------------------------------------
 AA5867  Click here for local accuracies and other accuracy information.
 AA5867
 AA5867.The horizontal coordinates were established by GPS observations
 AA5867.and adjusted by the National Geodetic Survey in June 2012.
 AA5867
 AA5867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5867.been affixed to the stable North American tectonic plate. See 
 AA5867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5867
 AA5867.The horizontal coordinates are valid at the epoch date displayed above
 AA5867.which is a decimal equivalence of Year/Month/Day.
 AA5867
 AA5867.The orthometric height was determined by GPS observations and a
 AA5867.high-resolution geoid model.
 AA5867
 AA5867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5867.GEOID18 height accuracy estimate available here.
 AA5867
 AA5867.Click photographs - Photos may exist for this station.
 AA5867
 AA5867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5867
 AA5867.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5867
 AA5867.The ellipsoidal height was determined by GPS observations
 AA5867.and is referenced to NAD 83.
 AA5867
 AA5867. The following values were computed from the NAD 83(2011) position.
 AA5867
 AA5867;                    North         East     Units Scale Factor Converg.
 AA5867;SPC MI S     -    80,667.524 4,078,843.983   MT  0.99997331   +0 38 59.7
 AA5867;SPC MI S     -   264,657.23 13,382,034.06   iFT  0.99997331   +0 38 59.7
 AA5867;UTM  17      - 4,677,262.563   300,963.195   MT  1.00008746   -1 37 16.2
 AA5867
 AA5867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5867!SPC MI S     -   0.99997362  x   0.99997331  =   0.99994693
 AA5867!UTM  17      -   0.99997362  x   1.00008746  =   1.00006108
 AA5867
 AA5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0096377262(NAD 83)
 AA5867
 AA5867                          SUPERSEDED SURVEY CONTROL
 AA5867
 AA5867  NAD 83(2007)-  42 13 19.90172(N)    083 24 41.95033(W) AD(2002.00) 0
 AA5867  ELLIP H (02/10/07)  168.181  (m)                       GP(2002.00)    
 AA5867  ELLIP H (07/12/02)  168.221  (m)                       GP(       ) 4 1
 AA5867  NAD 83(1994)-  42 13 19.90140(N)    083 24 41.95002(W) AD(       ) 1
 AA5867  ELLIP H (02/03/97)  168.239  (m)                       GP(       ) 4 1
 AA5867  NAD 83(1986)-  42 13 19.90871(N)    083 24 41.97864(W) AD(       ) 1
 AA5867
 AA5867.Superseded values are not recommended for survey control.
 AA5867
 AA5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5867.See file dsdata.pdf to determine how the superseded data were derived.
 AA5867
 AA5867_MARKER: DD = SURVEY DISK
 AA5867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5867_STAMPING: 82215 1994
 AA5867_MARK LOGO: MIDT
 AA5867_PROJECTION: FLUSH
 AA5867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5867+STABILITY: SURFACE MOTION
 AA5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5867+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 AA5867
 AA5867  HISTORY     - Date     Condition        Report By
 AA5867  HISTORY     - 1994     MONUMENTED       MIDT
 AA5867  HISTORY     - 19950101 GOOD             NGS
 AA5867  HISTORY     - 20010104 GOOD             LOCSUR
 AA5867
 AA5867                          STATION DESCRIPTION
 AA5867
 AA5867'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5867'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 AA5867'IS IN THE NORTHEAST 1/4 OF SECTION 19, T-3-S, R-9-E, ROMULUS TOWNSHIP.
 AA5867'ABOUT 4.0 MI (6.4 KM) EAST OF BELLEVILLE, 7.5 MI (12.1 KM) WEST OF
 AA5867'TAYLOR, 4.4 MI (7.1 KM) SOUTHWEST OF WAYNE AND ON HIGHWAY RIGHT-OF-WAY
 AA5867'PROPERTY. STATION IS AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 AND
 AA5867'INTERSTATE HIGHWAY 275 ALONG THE EAST SIDE OF HIGHWAY 275 IN THE
 AA5867'HIGHWAY 94 MEDIAN NEAR BRIDGE RETAINING WALL. STATION IS 22.0 FT (6.7
 AA5867'M) NORTHEAST FROM THE NORTHEAST CORNER OF BARRIER RAILING OF HIGHWAY
 AA5867'94 EASTBOUND, 92.7 FT (28.3 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AA5867'BARRIER RAILING OF HIGHWAY 94 WESTBOUND, 14.4 FT (4.4 M) NORTHWEST
 AA5867'FROM THE CONCRETE SHOULDER AT BRIDGE APPROACH CURB AND GUTTER, 12.5 FT
 AA5867'(3.8 M) NORTH FROM THE BACK OF CURB AT JOINT OF EASTBOUND HIGHWAY 94,
 AA5867'AND 2.5 FT (0.8 M) SOUTH FROM A CARSONITE WITNESS POST.
 AA5867
 AA5867                          STATION RECOVERY (1995)
 AA5867
 AA5867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GM)
 AA5867'FOUND IN GGOD CONDITION AT LOCATION AS DESCRIBED IN PUBLISHED INFO.
 AA5867
 AA5867                          STATION RECOVERY (2001)
 AA5867
 AA5867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SFS)
 AA5867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5868 ***********************************************************************
 AA5868  DESIGNATION -  82216
 AA5868  PID         -  AA5868
 AA5868  STATE/COUNTY-  MI/WAYNE
 AA5868  COUNTRY     -  US
 AA5868  USGS QUAD   -  BELLEVILLE (2017)
 AA5868
 AA5868                         *CURRENT SURVEY CONTROL
 AA5868  ______________________________________________________________________
 AA5868* NAD 83(2011) POSITION- 42 13 29.38652(N) 083 23 56.37553(W)   ADJUSTED
 AA5868* NAD 83(2011) ELLIP HT-   173.185 (meters)        (06/27/12)   ADJUSTED
 AA5868* NAD 83(2011) EPOCH   -  2010.00
 AA5868* NAVD 88 ORTHO HEIGHT -   207.6   (meters)      681.    (feet) GPS OBS
 AA5868  ______________________________________________________________________
 AA5868  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5868  GEOID HEIGHT    -         -34.31 (meters)                     GEOID93
 AA5868  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 AA5868  NAD 83(2011) X  -    543,779.039 (meters)                     COMP
 AA5868  NAD 83(2011) Y  - -4,699,021.716 (meters)                     COMP
 AA5868  NAD 83(2011) Z  -  4,264,245.984 (meters)                     COMP
 AA5868  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 AA5868
 AA5868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5868  Standards:
 AA5868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5868  -------------------------------------------------------------------
 AA5868  NETWORK    0.65   0.90           0.29   0.24   0.46     -0.02661927
 AA5868  -------------------------------------------------------------------
 AA5868  Click here for local accuracies and other accuracy information.
 AA5868
 AA5868.The horizontal coordinates were established by GPS observations
 AA5868.and adjusted by the National Geodetic Survey in June 2012.
 AA5868
 AA5868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5868.been affixed to the stable North American tectonic plate. See 
 AA5868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5868
 AA5868.The horizontal coordinates are valid at the epoch date displayed above
 AA5868.which is a decimal equivalence of Year/Month/Day.
 AA5868
 AA5868.The orthometric height was determined by GPS observations and a
 AA5868.high-resolution geoid model.
 AA5868
 AA5868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5868.GEOID18 height accuracy estimate available here.
 AA5868
 AA5868.Click photographs - Photos may exist for this station.
 AA5868
 AA5868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5868
 AA5868.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5868
 AA5868.The ellipsoidal height was determined by GPS observations
 AA5868.and is referenced to NAD 83.
 AA5868
 AA5868. The following values were computed from the NAD 83(2011) position.
 AA5868
 AA5868;                    North         East     Units Scale Factor Converg.
 AA5868;SPC MI S     -    80,972.092 4,079,885.715   MT  0.99997278   +0 39 30.7
 AA5868;SPC MI S     -   265,656.47 13,385,451.82   iFT  0.99997278   +0 39 30.7
 AA5868;UTM  17      - 4,677,525.639   302,016.297   MT  1.00008232   -1 36 45.9
 AA5868
 AA5868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5868!SPC MI S     -   0.99997284  x   0.99997278  =   0.99994562
 AA5868!UTM  17      -   0.99997284  x   1.00008232  =   1.00005516
 AA5868
 AA5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0201677525(NAD 83)
 AA5868
 AA5868                          SUPERSEDED SURVEY CONTROL
 AA5868
 AA5868  NAD 83(2007)-  42 13 29.38677(N)    083 23 56.37620(W) AD(2002.00) 0
 AA5868  ELLIP H (02/10/07)  173.188  (m)                       GP(2002.00)    
 AA5868  ELLIP H (07/12/02)  173.227  (m)                       GP(       ) 4 1
 AA5868  NAD 83(1994)-  42 13 29.38639(N)    083 23 56.37583(W) AD(       ) 1
 AA5868  ELLIP H (02/03/97)  173.250  (m)                       GP(       ) 4 1
 AA5868  NAD 83(1986)-  42 13 29.39378(N)    083 23 56.40439(W) AD(       ) 1
 AA5868
 AA5868.Superseded values are not recommended for survey control.
 AA5868
 AA5868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5868.See file dsdata.pdf to determine how the superseded data were derived.
 AA5868
 AA5868_MARKER: DD = SURVEY DISK
 AA5868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5868_STAMPING: 82216 1994
 AA5868_MARK LOGO: MIDT
 AA5868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5868+STABILITY: SURFACE MOTION
 AA5868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5868+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5868
 AA5868  HISTORY     - Date     Condition        Report By
 AA5868  HISTORY     - 1994     MONUMENTED       MIDT
 AA5868  HISTORY     - 19950322 GOOD             LOCSUR
 AA5868  HISTORY     - 19950929 GOOD             LOCENG
 AA5868
 AA5868                          STATION DESCRIPTION
 AA5868
 AA5868'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5868'STATION IS IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP.  IT IS IN
 AA5868'THE SOUTHEAST 1/4 OF SECTION 17, T-3-S, R-9-E, ROMULUS TOWNSHIP. ABOUT
 AA5868'5.0 MI (8.0 KM) EAST OF BELLEVILLE, 6.5 MI (10.5 KM) SOUTH OF
 AA5868'WESTLAND, 8.0 MI (12.9 KM) NORTHWEST OF FLAT ROCK AND ON HIGHWAY
 AA5868'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94
 AA5868'AND INTERSTATE HIGHWAY 275 GO EAST ALONG HIGHWAY 94 FOR 0.7 MI (1.1
 AA5868'KM) TO STATION ON THE LEFT, JUST BEYOND A MEDIAN CROSSOVER AS
 AA5868'DESCRIBED. STATION IS 66.1 FT (20.1 M) SOUTH FROM THE SOUTH EDGE OF
 AA5868'PAVED SHOULDER OF HIGHWAY 94 WESTBOUND, 53.0 FT (16.2 M) EAST FROM THE
 AA5868'CENTER OF PAVED MEDIAN CROSSOVER, 33.6 FT (10.2 M) NORTH FROM THE
 AA5868'NORTH EDGE OF PAVED SHOULDER OF HIGHWAY 94 EASTBOUND, 18.3 FT (5.6 M)
 AA5868'SOUTHEAST FROM AN 18-INCH CORRUGATED METAL PIPE CULVERT WITH END
 AA5868'SECTION AND 3.0 FT (0.9 M) SOUTH FROM A CARSONITE WITNESS POST.
 AA5868
 AA5868                          STATION RECOVERY (1995)
 AA5868
 AA5868'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GJM)
 AA5868'RECOVERED AS DESCRIBED.
 AA5868
 AA5868                          STATION RECOVERY (1995)
 AA5868
 AA5868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 AA5868'RECOVERED AS DESCRIBED BY MIDWESTERN CONSULT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5869 ***********************************************************************
 AA5869  DESIGNATION -  82217
 AA5869  PID         -  AA5869
 AA5869  STATE/COUNTY-  MI/WAYNE
 AA5869  COUNTRY     -  US
 AA5869  USGS QUAD   -  WAYNE (2017)
 AA5869
 AA5869                         *CURRENT SURVEY CONTROL
 AA5869  ______________________________________________________________________
 AA5869* NAD 83(2011) POSITION- 42 16 04.58042(N) 083 26 27.01219(W)   ADJUSTED
 AA5869* NAD 83(2011) ELLIP HT-   180.397 (meters)        (06/27/12)   ADJUSTED
 AA5869* NAD 83(2011) EPOCH   -  2010.00
 AA5869* NAVD 88 ORTHO HEIGHT -   214.7   (meters)      704.    (feet) GPS OBS
 AA5869  ______________________________________________________________________
 AA5869  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5869  GEOID HEIGHT    -         -34.16 (meters)                     GEOID93
 AA5869  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 AA5869  NAD 83(2011) X  -    539,980.014 (meters)                     COMP
 AA5869  NAD 83(2011) Y  - -4,696,224.464 (meters)                     COMP
 AA5869  NAD 83(2011) Z  -  4,267,795.677 (meters)                     COMP
 AA5869  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 AA5869
 AA5869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5869  Standards:
 AA5869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5869  -------------------------------------------------------------------
 AA5869  NETWORK    0.79   1.10           0.35   0.29   0.56     -0.00090416
 AA5869  -------------------------------------------------------------------
 AA5869  Click here for local accuracies and other accuracy information.
 AA5869
 AA5869.The horizontal coordinates were established by GPS observations
 AA5869.and adjusted by the National Geodetic Survey in June 2012.
 AA5869
 AA5869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5869.been affixed to the stable North American tectonic plate. See 
 AA5869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5869
 AA5869.The horizontal coordinates are valid at the epoch date displayed above
 AA5869.which is a decimal equivalence of Year/Month/Day.
 AA5869
 AA5869.The orthometric height was determined by GPS observations and a
 AA5869.high-resolution geoid model.
 AA5869
 AA5869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5869.GEOID18 height accuracy estimate available here.
 AA5869
 AA5869.Click photographs - Photos may exist for this station.
 AA5869
 AA5869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5869
 AA5869.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5869
 AA5869.The ellipsoidal height was determined by GPS observations
 AA5869.and is referenced to NAD 83.
 AA5869
 AA5869. The following values were computed from the NAD 83(2011) position.
 AA5869
 AA5869;                    North         East     Units Scale Factor Converg.
 AA5869;SPC MI S     -    85,721.319 4,076,378.836   MT  0.99996447   +0 37 48.2
 AA5869;SPC MI S     -   281,237.92 13,373,946.31   iFT  0.99996447   +0 37 48.2
 AA5869;UTM  17      - 4,682,410.740   298,700.028   MT  1.00009861   -1 38 32.1
 AA5869
 AA5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5869!SPC MI S     -   0.99997171  x   0.99996447  =   0.99993618
 AA5869!UTM  17      -   0.99997171  x   1.00009861  =   1.00007032
 AA5869
 AA5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9870082410(NAD 83)
 AA5869
 AA5869                          SUPERSEDED SURVEY CONTROL
 AA5869
 AA5869  NAD 83(2007)-  42 16 04.58058(N)    083 26 27.01290(W) AD(2002.00) 0
 AA5869  ELLIP H (02/10/07)  180.409  (m)                       GP(2002.00)    
 AA5869  ELLIP H (07/12/02)  180.423  (m)                       GP(       ) 4 1
 AA5869  NAD 83(1994)-  42 16 04.58015(N)    083 26 27.01215(W) AD(       ) 1
 AA5869  ELLIP H (02/03/97)  180.471  (m)                       GP(       ) 4 1
 AA5869  NAD 83(1986)-  42 16 04.58736(N)    083 26 27.04166(W) AD(       ) 1
 AA5869
 AA5869.Superseded values are not recommended for survey control.
 AA5869
 AA5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5869.See file dsdata.pdf to determine how the superseded data were derived.
 AA5869
 AA5869_MARKER: DD = SURVEY DISK
 AA5869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5869_STAMPING: 82217 1994
 AA5869_MARK LOGO: MIDT
 AA5869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5869+STABILITY: SURFACE MOTION
 AA5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5869+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AA5869
 AA5869  HISTORY     - Date     Condition        Report By
 AA5869  HISTORY     - 1994     MONUMENTED       MIDT
 AA5869  HISTORY     - 19950322 GOOD             LOCSUR
 AA5869  HISTORY     - 19950929 GOOD             LOCENG
 AA5869  HISTORY     - 20041208 GOOD             ROWEIN
 AA5869  HISTORY     - 20140825 MARK NOT FOUND   ROWEIN
 AA5869
 AA5869                          STATION DESCRIPTION
 AA5869
 AA5869'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5869'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP. IT IS
 AA5869'IN THE SOUTHWEST 1/4 OF SECTION 36, T-2-S, R-8-E, CANTON TOWNSHIP.
 AA5869'ABOUT 3.0 MI (4.8 KM) WEST OF WAYNE, 7.0 MI (11.3 KM) SOUTH OF
 AA5869'PLYMOUTH, 8.0 MI (12.9 KM) SOUTHWEST OF DEARBORN, AND ON HIGHWAY
 AA5869'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERCHANGE OF U.S.
 AA5869'HIGHWAY 12 (MICHIGAN AVENUE) AND INTERSTATE HIGHWAY 275, 3.0 MI (4.8
 AA5869'KM) WEST OF WAYNE, GO SOUTH ALONG INTERSTATE HIGHWAY 275 FOR 0.8 MI
 AA5869'(1.3 KM) AND THE STATION ON THE LEFT IN THE MEDIAN AS DESCRIBED.
 AA5869'STATION IS 67.8 FT (20.7 M) EAST FROM THE EASTERLY EDGE OF CONCRETE
 AA5869'FOR SOUTHBOUND INTERSTATE 275, 36.4 FT (11.1 M) NORTHWEST FROM THE
 AA5869'WESTERLY EDGE CONCRETE FOR NORTHBOUND INTERSTATE 275, 26.6 FT (8.1 M)
 AA5869'WEST FROM THE WESTERLY EDGE CONCRETE AT ROUND OUT FOR NORTHBOUND
 AA5869'INTERSTATE 275, 10.4 FT (3.2 M) SOUTHWEST FROM THE END GAURD RAIL
 AA5869'POST, AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS POST.
 AA5869
 AA5869                          STATION RECOVERY (1995)
 AA5869
 AA5869'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GJM)
 AA5869'RECOVERED AS DESCRIBED.
 AA5869
 AA5869                          STATION RECOVERY (1995)
 AA5869
 AA5869'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 AA5869'RECOVERED AS DESCRIBED BY MIDWESTERN CONSULT.
 AA5869
 AA5869                          STATION RECOVERY (2004)
 AA5869
 AA5869'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 AA5869'RECOVERED IN GOOD CONDITION.
 AA5869
 AA5869                          STATION RECOVERY (2014)
 AA5869
 AA5869'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 AA5869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5870 ***********************************************************************
 AA5870  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5870  DESIGNATION -  82218
 AA5870  PID         -  AA5870
 AA5870  STATE/COUNTY-  MI/WAYNE
 AA5870  COUNTRY     -  US
 AA5870  USGS QUAD   -  WAYNE (2017)
 AA5870
 AA5870                         *CURRENT SURVEY CONTROL
 AA5870  ______________________________________________________________________
 AA5870* NAD 83(2011) POSITION- 42 21 44.77519(N) 083 26 08.50912(W)   ADJUSTED
 AA5870* NAD 83(2011) ELLIP HT-   175.648 (meters)        (06/27/12)   ADJUSTED
 AA5870* NAD 83(2011) EPOCH   -  2010.00
 AA5870* NAVD 88 ORTHO HEIGHT -   209.67  (meters)      687.9   (feet) GPS OBS
 AA5870  ______________________________________________________________________
 AA5870  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA5870  GEOID HEIGHT    -        -33.967 (meters)                     GEOID03
 AA5870  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 AA5870  NAD 83(2011) X  -    539,593.028 (meters)                     COMP
 AA5870  NAD 83(2011) Y  - -4,689,152.085 (meters)                     COMP
 AA5870  NAD 83(2011) Z  -  4,275,554.614 (meters)                     COMP
 AA5870  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 AA5870
 AA5870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5870  Standards:
 AA5870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5870  -------------------------------------------------------------------
 AA5870  NETWORK    0.22   0.35           0.10   0.08   0.18     -0.02417714
 AA5870  -------------------------------------------------------------------
 AA5870  Click here for local accuracies and other accuracy information.
 AA5870
 AA5870.The horizontal coordinates were established by GPS observations
 AA5870.and adjusted by the National Geodetic Survey in June 2012.
 AA5870
 AA5870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5870.been affixed to the stable North American tectonic plate. See 
 AA5870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5870
 AA5870.The horizontal coordinates are valid at the epoch date displayed above
 AA5870.which is a decimal equivalence of Year/Month/Day.
 AA5870
 AA5870.The orthometric height was determined by GPS observations and a
 AA5870.high-resolution geoid model using precise GPS observation and
 AA5870.processing techniques.
 AA5870
 AA5870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5870.GEOID18 height accuracy estimate available here.
 AA5870
 AA5870.Click photographs - Photos may exist for this station.
 AA5870
 AA5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5870
 AA5870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5870
 AA5870.The ellipsoidal height was determined by GPS observations
 AA5870.and is referenced to NAD 83.
 AA5870
 AA5870. The following values were computed from the NAD 83(2011) position.
 AA5870
 AA5870;                    North         East     Units Scale Factor Converg.
 AA5870;SPC MI S     -    96,221.734 4,076,686.774   MT  0.99994820   +0 38 00.8
 AA5870;SPC MI S     -   315,688.10 13,374,956.61   iFT  0.99994820   +0 38 00.8
 AA5870;UTM  17      - 4,692,892.145   299,424.430   MT  1.00009502   -1 38 30.3
 AA5870
 AA5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5870!SPC MI S     -   0.99997245  x   0.99994820  =   0.99992065
 AA5870!UTM  17      -   0.99997245  x   1.00009502  =   1.00006747
 AA5870
 AA5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9942492892(NAD 83)
 AA5870
 AA5870                          SUPERSEDED SURVEY CONTROL
 AA5870
 AA5870  NAD 83(2007)-  42 21 44.77525(N)    083 26 08.51025(W) AD(2002.00) 0
 AA5870  ELLIP H (02/10/07)  175.646  (m)                       GP(2002.00)    
 AA5870  ELLIP H (07/12/02)  175.675  (m)                       GP(       ) 4 1
 AA5870  NAD 83(1994)-  42 21 44.77483(N)    083 26 08.50973(W) AD(       ) 1
 AA5870  ELLIP H (02/03/97)  175.707  (m)                       GP(       ) 4 1
 AA5870  NAD 83(1986)-  42 21 44.78223(N)    083 26 08.53815(W) AD(       ) 1
 AA5870  NAVD 88 (06/12/95)  209.7    (m)  GEOID93  model used  GPS OBS        
 AA5870
 AA5870.Superseded values are not recommended for survey control.
 AA5870
 AA5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5870.See file dsdata.pdf to determine how the superseded data were derived.
 AA5870
 AA5870_MARKER: DD = SURVEY DISK
 AA5870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5870_STAMPING: 82218 1994
 AA5870_MARK LOGO: MIDT
 AA5870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5870+STABILITY: SURFACE MOTION
 AA5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5870+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AA5870
 AA5870  HISTORY     - Date     Condition        Report By
 AA5870  HISTORY     - 1994     MONUMENTED       MIDT
 AA5870  HISTORY     - 20060508 GOOD             MIDT
 AA5870
 AA5870                          STATION DESCRIPTION
 AA5870
 AA5870'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5870'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP.  IT IS
 AA5870'IN THE NORTHEAST 1/4 OF SECTION 36, T-1-S, R-8-E, PLYMOUTH TOWNSHIP.
 AA5870'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF PLYMOUTH, 2.0 MI (3.2 KM) WEST OF
 AA5870'LIVONIA, 5.5 MI (8.9 KM) SOUTHEAST OF NORTHVILLE AND ON HIGHWAY
 AA5870'RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94
 AA5870'WITH INTERSTATE HIGHWAY 275 GO NORTH ALONG HIGHWAY 275 FOR 4.9 MI (7.9
 AA5870'KM) TO U.S. HIGHWAY 12 (MICHIGAN AVENUE).  CONTINUE NORTH ALONG
 AA5870'HIGHWAY 275 FOR 3.1 MI (5.0 KM) TO STATE HIGHWAY M-153 (FORD ROAD).
 AA5870'CONTINUE NORTH ALONG HIGHWAY 275 FOR 2.8 MI (4.5 KM) TO THE STATION ON
 AA5870'THE RIGHT AS DESCRIBED. NOTE--STATION IS IN THE APEX MADE BY THE NORTH
 AA5870'NORTHBOUND ON RAMP OF ANN ARBOR ROAD AND HIGHWAY 275 NORTHBOUND.
 AA5870'STATION IS 98.7 FT (30.1 M) NORTHWEST FROM THE NORTHEAST CORNER OF A
 AA5870'CONCRETE HEADWALL, 68.5 FT (20.9 M) WEST FROM THE CENTER OF A CONCRETE
 AA5870'HEADWALL, 31.0 FT (9.4 M) EAST FROM THE EASTERLY EDGE OF CONCRETE
 AA5870'LANES FOR HIGHWAY 275 NORTHBOUND, 18.9 FT (5.8 M) WEST FROM THE
 AA5870'WESTERLY EDGE OF CONCRETE RAMP ONTO HIGHWAY 275 NORTHBOUND, AND 3.0 FT
 AA5870'(0.9 M) WEST FROM A CARSONITE WITNESS POST.
 AA5870
 AA5870                          STATION RECOVERY (2006)
 AA5870
 AA5870'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA5870'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.   -  NOTE- THE
 AA5870'ABOVE MENTIONED WITNESS POST DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0073 ***********************************************************************
 SG0073  DESIGNATION -  823
 SG0073  PID         -  SG0073
 SG0073  STATE/COUNTY-  MI/HOUGHTON
 SG0073  COUNTRY     -  US
 SG0073  USGS QUAD   -  SOUTH RANGE (2017)
 SG0073
 SG0073                         *CURRENT SURVEY CONTROL
 SG0073  ______________________________________________________________________
 SG0073* NAD 83(1986) POSITION- 47 07 25.5    (N) 088 38 07.2    (W)   HD_HELD2
 SG0073* NAVD 88 ORTHO HEIGHT -   250.572 (meters)      822.09  (feet) ADJUSTED
 SG0073  ______________________________________________________________________
 SG0073  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 SG0073  DYNAMIC HEIGHT  -        250.611 (meters)      822.21  (feet) COMP
 SG0073  MODELED GRAVITY -    980,761.6   (mgal)                       NAVD 88
 SG0073
 SG0073  VERT ORDER      -  FIRST     CLASS II
 SG0073
 SG0073.The horizontal coordinates were established by autonomous hand held GPS
 SG0073.observations and have an estimated accuracy of +/- 10 meters.
 SG0073
 SG0073.The orthometric height was determined by differential leveling and
 SG0073.adjusted by the NATIONAL GEODETIC SURVEY
 SG0073.in June 1991.
 SG0073
 SG0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0073.GEOID18 height accuracy estimate available here.
 SG0073
 SG0073.Click photographs - Photos may exist for this station.
 SG0073
 SG0073.The dynamic height is computed by dividing the NAVD 88
 SG0073.geopotential number by the normal gravity value computed on the
 SG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0073.degrees latitude (g = 980.6199 gals.).
 SG0073
 SG0073.The modeled gravity was interpolated from observed gravity values.
 SG0073
 SG0073;                    North         East    Units  Estimated Accuracy
 SG0073;SPC MI N     -   261,415.    7,875,918.      MT  (+/- 10 meters HH2 GPS)
 SG0073
 SG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7596120213(NAD 83)
 SG0073
 SG0073                          SUPERSEDED SURVEY CONTROL
 SG0073
 SG0073  NGVD 29 (??/??/92)  250.578  (m)          822.10   (f) ADJ UNCH    1 2
 SG0073
 SG0073.Superseded values are not recommended for survey control.
 SG0073
 SG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0073.See file dsdata.pdf to determine how the superseded data were derived.
 SG0073
 SG0073_MARKER: P = PIPE CAP
 SG0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0073_STAMPING: 823
 SG0073_MARK LOGO: USGS
 SG0073_MAGNETIC: P = MARKER IS A STEEL PIPE
 SG0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0073+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 SG0073
 SG0073  HISTORY     - Date     Condition        Report By
 SG0073  HISTORY     - 1911     MONUMENTED       USGS
 SG0073  HISTORY     - 1948     GOOD             CGS
 SG0073  HISTORY     - 20050714 GOOD             GEOCAC
 SG0073
 SG0073                          STATION DESCRIPTION
 SG0073
 SG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0073'3.1 MI W FROM HOUGHTON.
 SG0073'ABOUT 3.1 MILES WEST ALONG THE COPPER RANGE RAILROAD FROM THE STATION
 SG0073'AT HOUGHTON, AT MILE POST 20, 67 FEET WEST-SOUTHWEST OF MILE POST
 SG0073'20, 23 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1 FOOT ABOVE THE
 SG0073'TRACK AND SET ON A 3 1/2-INCH PIPE PROJECTING 10 INCHES.
 SG0073
 SG0073                          STATION RECOVERY (2005)
 SG0073
 SG0073'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0073'HOUGHTON, 0.5 MILES WEST ALONG M-26 FROM THE SOUTH END OF THE LIFT
 SG0073'BRIDGE, THENCE 1.3 MILES RIGHT (NORTHWEST) ALONG CANAL RD, THENCE 250
 SG0073'FT MORE OR LESS LEFT (SOUTHWEST) ALONG MILL RD, THENCE 1.2 MILES RIGHT
 SG0073'(NORTHWEST) ALONG A SNOWMOBILE/ATV TRAIL TO MARK OF THE RIGHT.
 SG0073'
 SG0073'IT IS IN THE NW 1/4 OF SECTION 33, T55N-R34W AND ON A STATE OF
 SG0073'MICHIGAN-DNR SNOWMOBILE/ATV TRAIL.  235 FT SOUTHEAST OF A U.G.
 SG0073'TELEPHONE CABLE MARKER POST, 24 FT NORTHEAST OF THE C/L OF THE TRAIL,
 SG0073'7 FT SOUTHWEST OF THE TOP OF STEEP BLUFF, 1.1 FT EAST OF A METAL
 SG0073'WITNESS POST, PROJECING 9 INCHES ABOVE GROUND AND ABOUT 1 FOOT ABOVE
 SG0073'LEVEL WITH THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6817 ***********************************************************************
 DL6817  DESIGNATION -  82347
 DL6817  PID         -  DL6817
 DL6817  STATE/COUNTY-  MI/WAYNE
 DL6817  COUNTRY     -  US
 DL6817  USGS QUAD   -  NORTHVILLE (2017)
 DL6817
 DL6817                         *CURRENT SURVEY CONTROL
 DL6817  ______________________________________________________________________
 DL6817* NAD 83(1986) POSITION- 42 23 03.87   (N) 083 28 52.06   (W)   HD_HELD1
 DL6817* NAVD 88 ORTHO HEIGHT -   241.040 (meters)      790.81  (feet) ADJUSTED
 DL6817  ______________________________________________________________________
 DL6817  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 DL6817  DYNAMIC HEIGHT  -        240.971 (meters)      790.59  (feet) COMP
 DL6817  MODELED GRAVITY -    980,326.8   (mgal)                       NAVD 88
 DL6817
 DL6817  VERT ORDER      -  SECOND    CLASS II
 DL6817
 DL6817.The horizontal coordinates were determined by differentially corrected
 DL6817.hand held GPS observations or other comparable positioning techniques
 DL6817.and have an estimated accuracy of +/- 3 meters.
 DL6817
 DL6817.The orthometric height was determined by differential leveling and
 DL6817.adjusted by the NATIONAL GEODETIC SURVEY
 DL6817.in April 2010.
 DL6817
 DL6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6817.GEOID18 height accuracy estimate available here.
 DL6817
 DL6817.Click photographs - Photos may exist for this station.
 DL6817
 DL6817.The dynamic height is computed by dividing the NAVD 88
 DL6817.geopotential number by the normal gravity value computed on the
 DL6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6817.degrees latitude (g = 980.6199 gals.).
 DL6817
 DL6817.The modeled gravity was interpolated from observed gravity values.
 DL6817
 DL6817;                    North         East    Units  Estimated Accuracy
 DL6817;SPC MI S     -    98,621.6   4,072,919.0     MT  (+/- 3 meters HH1 GPS) 
 DL6817
 DL6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9575495440(NAD 83)
 DL6817
 DL6817                          SUPERSEDED SURVEY CONTROL
 DL6817
 DL6817.No superseded survey control is available for this station.
 DL6817
 DL6817_MARKER: F = FLANGE-ENCASED ROD
 DL6817_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6817_STAMPING: 82347 2009
 DL6817_PROJECTION: RECESSED 3 CENTIMETERS
 DL6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6817+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2009
 DL6817_ROD/PIPE-DEPTH: 8.0 meters
 DL6817_SLEEVE-DEPTH  : 0.9 meters
 DL6817
 DL6817  HISTORY     - Date     Condition        Report By
 DL6817  HISTORY     - 20091125 MONUMENTED       SPICE
 DL6817
 DL6817                          STATION DESCRIPTION
 DL6817
 DL6817'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6817'THE STATION IS LOCATED 1.1 MI (1.8 KM) NORTH-NORTHWEST OF PLYMOUTH,
 DL6817'3.3 MI (5.3 KM) SOUTH OF NORTHVILLE AND 5.3 MI (8.5 KM) SOUTHEAST OF
 DL6817'SALEM, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SHELDON ROAD
 DL6817'AND M-14.
 DL6817'
 DL6817'TO REACH THE STATION FROM THE INTERSECTION OF SHELDON ROAD AND
 DL6817'WESTBOUND M-14, GO NORTH 315 FT (96.0 M) TO THE STATION ON THE LEFT.
 DL6817'
 DL6817'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6817'REFUSAL AT A DEPTH OF 26.12 FT (8.0 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6817'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6817'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 66 FT (20.1 M)
 DL6817'SOUTH OF THE CENTERLINE OF THE SOUTHERLY DRIVEWAY TO THE AUTOMOTIVE
 DL6817'COMPONENTS BUILDING, 28 FT (8.5 M) WEST OF THE PHYSICAL CENTERLINE OF
 DL6817'SOUTHBOUND SHELDON ROAD, 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS
 DL6817'POST, 14.9 FT (4.5 M) EAST OF THE EAST EDGE OF SIDEWALK AND 24.9 FT
 DL6817'(7.6 M) NORTHEASTERLY OF THE CENTER OF A TELEPHONE PEDESTAL.
 DL6817'
 DL6817'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6818 ***********************************************************************
 DL6818  DESIGNATION -  82348
 DL6818  PID         -  DL6818
 DL6818  STATE/COUNTY-  MI/WAYNE
 DL6818  COUNTRY     -  US
 DL6818  USGS QUAD   -  NORTHVILLE (2017)
 DL6818
 DL6818                         *CURRENT SURVEY CONTROL
 DL6818  ______________________________________________________________________
 DL6818* NAD 83(1986) POSITION- 42 23 11.34   (N) 083 28 31.89   (W)   HD_HELD1
 DL6818* NAVD 88 ORTHO HEIGHT -   238.955 (meters)      783.97  (feet) ADJUSTED
 DL6818  ______________________________________________________________________
 DL6818  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 DL6818  DYNAMIC HEIGHT  -        238.886 (meters)      783.75  (feet) COMP
 DL6818  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 DL6818
 DL6818  VERT ORDER      -  SECOND    CLASS II
 DL6818
 DL6818.The horizontal coordinates were determined by differentially corrected
 DL6818.hand held GPS observations or other comparable positioning techniques
 DL6818.and have an estimated accuracy of +/- 3 meters.
 DL6818
 DL6818.The orthometric height was determined by differential leveling and
 DL6818.adjusted by the NATIONAL GEODETIC SURVEY
 DL6818.in April 2010.
 DL6818
 DL6818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6818.GEOID18 height accuracy estimate available here.
 DL6818
 DL6818.Click photographs - Photos may exist for this station.
 DL6818
 DL6818.The dynamic height is computed by dividing the NAVD 88
 DL6818.geopotential number by the normal gravity value computed on the
 DL6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6818.degrees latitude (g = 980.6199 gals.).
 DL6818
 DL6818.The modeled gravity was interpolated from observed gravity values.
 DL6818
 DL6818;                    North         East    Units  Estimated Accuracy
 DL6818;SPC MI S     -    98,857.0   4,073,377.9     MT  (+/- 3 meters HH1 GPS) 
 DL6818
 DL6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9622295657(NAD 83)
 DL6818
 DL6818                          SUPERSEDED SURVEY CONTROL
 DL6818
 DL6818.No superseded survey control is available for this station.
 DL6818
 DL6818_MARKER: F = FLANGE-ENCASED ROD
 DL6818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6818_STAMPING: 82348 2009
 DL6818_PROJECTION: RECESSED 3 CENTIMETERS
 DL6818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6818+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6818_ROD/PIPE-DEPTH: 3.3 meters
 DL6818_SLEEVE-DEPTH  : 0.9 meters
 DL6818
 DL6818  HISTORY     - Date     Condition        Report By
 DL6818  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6818
 DL6818                          STATION DESCRIPTION
 DL6818
 DL6818'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6818'THE STATION IS 1.1 MI (1.8 KM) NORTH-NORTHWEST OF PLYMOUTH, 5.6 MI
 DL6818'(9.0 KM) SOUTHEAST OF SALEM AND 3.1 MI (5.0 KM) SOUTH OF NORTHVILLE,
 DL6818'IN THE HIGHWAY RIGHT OF WAY BETWEEN WESTBOUND M-14, WESTBOUND M-14 TO
 DL6818'SHELDON ROAD EXIT RAMP AND THE SHELDON ROAD TO EASTBOUND M-14 ON RAMP.
 DL6818'TO REACH THE STATION FROM THE INTERSECTION OF EDWARD N. HINES DRIVE
 DL6818'AND WESTBOUND M-14, TRAVEL WEST ON M-14 0.3 MI (0.5 KM) TO THE SHELDON
 DL6818'ROAD EXIT.  CONTINUE ON THE SHELDON ROAD EXIT RAMP FOR 0.1 MI (0.2 KM)
 DL6818'TO THE STATION ON THE LEFT.
 DL6818'
 DL6818'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6818'REFUSAL AT A DEPTH OF 10.87 FT (3.3 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6818'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6818'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS S.75E.  89.3 FT
 DL6818'(27.2 M) OF A DO NOT ENTER SIGN AND NORTHEAST 169.5 FT (51.7 M) OF THE
 DL6818'NORTHEAST CORNER OF THE SHELDON ROAD TO EASTBOUND M-14 BRIDGE OVER
 DL6818'M-14 AND N.80E.  160.8 FT (49.0 M) OF A FOOD/LODGING SIGN AND NORTH
 DL6818'2.4 FT (0.7 M) OF A CARSONITE WITNESS POST.
 DL6818'
 DL6818'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6819 ***********************************************************************
 DL6819  DESIGNATION -  82349
 DL6819  PID         -  DL6819
 DL6819  STATE/COUNTY-  MI/WAYNE
 DL6819  COUNTRY     -  US
 DL6819  USGS QUAD   -  NORTHVILLE (2017)
 DL6819
 DL6819                         *CURRENT SURVEY CONTROL
 DL6819  ______________________________________________________________________
 DL6819* NAD 83(1986) POSITION- 42 23 20.71   (N) 083 28 04.60   (W)   HD_HELD1
 DL6819* NAVD 88 ORTHO HEIGHT -   216.043 (meters)      708.80  (feet) ADJUSTED
 DL6819  ______________________________________________________________________
 DL6819  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 DL6819  DYNAMIC HEIGHT  -        215.980 (meters)      708.59  (feet) COMP
 DL6819  MODELED GRAVITY -    980,328.2   (mgal)                       NAVD 88
 DL6819
 DL6819  VERT ORDER      -  SECOND    CLASS II
 DL6819
 DL6819.The horizontal coordinates were determined by differentially corrected
 DL6819.hand held GPS observations or other comparable positioning techniques
 DL6819.and have an estimated accuracy of +/- 3 meters.
 DL6819
 DL6819.The orthometric height was determined by differential leveling and
 DL6819.adjusted by the NATIONAL GEODETIC SURVEY
 DL6819.in April 2010.
 DL6819
 DL6819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6819.GEOID18 height accuracy estimate available here.
 DL6819
 DL6819.Click photographs - Photos may exist for this station.
 DL6819
 DL6819.The dynamic height is computed by dividing the NAVD 88
 DL6819.geopotential number by the normal gravity value computed on the
 DL6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6819.degrees latitude (g = 980.6199 gals.).
 DL6819
 DL6819.The modeled gravity was interpolated from observed gravity values.
 DL6819
 DL6819;                    North         East    Units  Estimated Accuracy
 DL6819;SPC MI S     -    99,152.7   4,073,999.0     MT  (+/- 3 meters HH1 GPS) 
 DL6819
 DL6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9685495927(NAD 83)
 DL6819
 DL6819                          SUPERSEDED SURVEY CONTROL
 DL6819
 DL6819.No superseded survey control is available for this station.
 DL6819
 DL6819_MARKER: F = FLANGE-ENCASED ROD
 DL6819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6819_STAMPING: 82349 2009
 DL6819_PROJECTION: RECESSED 5 CENTIMETERS
 DL6819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6819+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6819_ROD/PIPE-DEPTH: 10.4 meters
 DL6819_SLEEVE-DEPTH  : 0.9 meters
 DL6819
 DL6819  HISTORY     - Date     Condition        Report By
 DL6819  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6819
 DL6819                          STATION DESCRIPTION
 DL6819
 DL6819'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6819'THE STATION IS LOCATED 1.2 MI (1.9 KM) NORTH OF PLYMOUTH, 3.0 MI (4.8
 DL6819'KM) SOUTH-SOUTHEAST OF NORTHVILLE AND 5.9 MI (9.5 KM)
 DL6819'EAST-SOUTHEAST-SOUTHEAST OF SALEM ON THE EAST SIDE OF EDWARD N. HINES
 DL6819'DRIVE AND SOUTH OF M-14.
 DL6819'
 DL6819'TO REACH THE STATION FROM THE INTERSECTION OF EDWARD N. HINES DRIVE
 DL6819'AND M-14, GO SOUTH 495 FT (150.9 M) TO THE STATION ON THE LEFT.
 DL6819'
 DL6819'HE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6819'REFUSAL AT A DEPTH OF 34.1 FT (10.4 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6819'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6819'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 6.4 FT (2.0 M)
 DL6819'EASTERLY OF THE EAST EDGE OF BIT, 2.2 FT (0.7 M) WESTERLY OF A
 DL6819'CARSONITE WITNESS POST, 27.0 FT (8.2 M) EASTERLY OF THE CENTERLINE OF
 DL6819'EDWARD N. HINES DRIVE, 18.0 FT (5.5 M) SOUTHWEST OF THE CENTER OF A
 DL6819'SANITARY SEWER MANHOLE LID AND 76.4 FT (23.3 M) SOUTH OF A 3 INCH (8
 DL6819'CM) CONSUMERS GAS MARKER.
 DL6819'
 DL6819'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6820 ***********************************************************************
 DL6820  DESIGNATION -  82350
 DL6820  PID         -  DL6820
 DL6820  STATE/COUNTY-  MI/WAYNE
 DL6820  COUNTRY     -  US
 DL6820  USGS QUAD   -  NORTHVILLE (2017)
 DL6820
 DL6820                         *CURRENT SURVEY CONTROL
 DL6820  ______________________________________________________________________
 DL6820* NAD 83(1986) POSITION- 42 23 30.34   (N) 083 27 58.30   (W)   HD_HELD1
 DL6820* NAVD 88 ORTHO HEIGHT -   224.926 (meters)      737.94  (feet) ADJUSTED
 DL6820  ______________________________________________________________________
 DL6820  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 DL6820  DYNAMIC HEIGHT  -        224.862 (meters)      737.73  (feet) COMP
 DL6820  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 DL6820
 DL6820  VERT ORDER      -  SECOND    CLASS II
 DL6820
 DL6820.The horizontal coordinates were determined by differentially corrected
 DL6820.hand held GPS observations or other comparable positioning techniques
 DL6820.and have an estimated accuracy of +/- 3 meters.
 DL6820
 DL6820.The orthometric height was determined by differential leveling and
 DL6820.adjusted by the NATIONAL GEODETIC SURVEY
 DL6820.in April 2010.
 DL6820
 DL6820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6820.GEOID18 height accuracy estimate available here.
 DL6820
 DL6820.Click photographs - Photos may exist for this station.
 DL6820
 DL6820.The dynamic height is computed by dividing the NAVD 88
 DL6820.geopotential number by the normal gravity value computed on the
 DL6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6820.degrees latitude (g = 980.6199 gals.).
 DL6820
 DL6820.The modeled gravity was interpolated from observed gravity values.
 DL6820
 DL6820;                    North         East    Units  Estimated Accuracy
 DL6820;SPC MI S     -    99,451.3   4,074,139.9     MT  (+/- 3 meters HH1 GPS) 
 DL6820
 DL6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9700796220(NAD 83)
 DL6820
 DL6820                          SUPERSEDED SURVEY CONTROL
 DL6820
 DL6820.No superseded survey control is available for this station.
 DL6820
 DL6820_MARKER: F = FLANGE-ENCASED ROD
 DL6820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6820_STAMPING: 82350 2009
 DL6820_PROJECTION: RECESSED 5 CENTIMETERS
 DL6820_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6820+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6820_ROD/PIPE-DEPTH: 9.4 meters
 DL6820_SLEEVE-DEPTH  : 0.9 meters
 DL6820
 DL6820  HISTORY     - Date     Condition        Report By
 DL6820  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6820
 DL6820                          STATION DESCRIPTION
 DL6820
 DL6820'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6820'THE STATION IS 1.4 MI (2.3 KM) NORTH-NORTHEAST OF PLYMOUTH, 2.9 MI
 DL6820'(4.7 KM) SOUTH-SOUTHEAST OF NORTHVILLE AND 6.0 MI (9.7 KM) NORTHWEST
 DL6820'OF LIVONIA, IN THE NORTH PART OF THE INTERSECTION OF NORTHVILLE ROAD
 DL6820'AND 5-MILE ROAD.
 DL6820'
 DL6820'TO REACH THE STATION FROM THE INTERSECTION OF 5-MILE ROAD AND
 DL6820'NORTHVILLE ROAD, GO NORTHWEST ON NORTHVILLE ROAD 85 FT (25.9 M) TO THE
 DL6820'STATION ON THE RIGHT.
 DL6820'
 DL6820'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6820'REFUSAL AT A DEPTH OF 30.7 FT (9.4 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6820'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6820'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 2.3 FT (0.7 M)
 DL6820'WESTERLY OF A CARSONITE WITNESS POST, 52.7 FT (16.1 M) NORTHEASTERLY
 DL6820'OF THE CENTERLINE OF NORTHVILLE ROAD, 86.6 FT (26.4 M) NORTHWESTERLY
 DL6820'OF THE CENTERLINE OF 5-MILE ROAD, 33.0 FT (10.1 M) SOUTHWEST OF THE
 DL6820'CENTER OF A SANITARY MANHOLE LID, 51.5 FT (15.7 M) NORTHWEST OF THE
 DL6820'CENTER OF A POWER POLE.
 DL6820'
 DL6820'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6821 ***********************************************************************
 DL6821  DESIGNATION -  82351
 DL6821  PID         -  DL6821
 DL6821  STATE/COUNTY-  MI/WAYNE
 DL6821  COUNTRY     -  US
 DL6821  USGS QUAD   -  NORTHVILLE (2017)
 DL6821
 DL6821                         *CURRENT SURVEY CONTROL
 DL6821  ______________________________________________________________________
 DL6821* NAD 83(1986) POSITION- 42 23 14.17   (N) 083 26 57.54   (W)   HD_HELD1
 DL6821* NAVD 88 ORTHO HEIGHT -   226.117 (meters)      741.85  (feet) ADJUSTED
 DL6821  ______________________________________________________________________
 DL6821  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 DL6821  DYNAMIC HEIGHT  -        226.052 (meters)      741.64  (feet) COMP
 DL6821  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 DL6821
 DL6821  VERT ORDER      -  SECOND    CLASS II
 DL6821
 DL6821.The horizontal coordinates were determined by differentially corrected
 DL6821.hand held GPS observations or other comparable positioning techniques
 DL6821.and have an estimated accuracy of +/- 3 meters.
 DL6821
 DL6821.The orthometric height was determined by differential leveling and
 DL6821.adjusted by the NATIONAL GEODETIC SURVEY
 DL6821.in April 2010.
 DL6821
 DL6821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6821.GEOID18 height accuracy estimate available here.
 DL6821
 DL6821.Click photographs - Photos may exist for this station.
 DL6821
 DL6821.The dynamic height is computed by dividing the NAVD 88
 DL6821.geopotential number by the normal gravity value computed on the
 DL6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6821.degrees latitude (g = 980.6199 gals.).
 DL6821
 DL6821.The modeled gravity was interpolated from observed gravity values.
 DL6821
 DL6821;                    North         East    Units  Estimated Accuracy
 DL6821;SPC MI S     -    98,967.4   4,075,534.9     MT  (+/- 3 meters HH1 GPS) 
 DL6821
 DL6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9838295681(NAD 83)
 DL6821
 DL6821                          SUPERSEDED SURVEY CONTROL
 DL6821
 DL6821.No superseded survey control is available for this station.
 DL6821
 DL6821_MARKER: F = FLANGE-ENCASED ROD
 DL6821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6821_STAMPING: 82351 2009
 DL6821_PROJECTION: RECESSED 3 CENTIMETERS
 DL6821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6821+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6821_ROD/PIPE-DEPTH: 12.7 meters
 DL6821_SLEEVE-DEPTH  : 0.9 meters
 DL6821
 DL6821  HISTORY     - Date     Condition        Report By
 DL6821  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6821
 DL6821                          STATION DESCRIPTION
 DL6821
 DL6821'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6821'THE STATION IS LOCATED 1.5 MI (2.4 KM) NORTHEAST OF PLYMOUTH, 5.1 MI
 DL6821'(8.2 KM) NORTHWEST OF LIVONIA AND 3.5 MI (5.6 KM) SOUTHEAST OF
 DL6821'NORTHVILLE IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF M-14 AND
 DL6821'SCHOOLCRAFT ROAD.
 DL6821'
 DL6821'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND SCHOOLCRAFT
 DL6821'ROAD AND HAGGARTY ROAD, GO WEST ON WESTBOUND SCHOOLCRAFT ROAD 0.18 MI
 DL6821'(0.3 KM) AND TURN RIGHT ON SCHOOLCRAFT ROAD AND GO 0.1 MI (0.2 KM) TO
 DL6821'THE STATION ON THE RIGHT.
 DL6821'
 DL6821'HE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6821'REFUSAL AT A DEPTH OF 41.74 FT (12.7 M) ENCASED IN A 6 INCH (15 CM) X
 DL6821'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6821'CM (1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 3.6 FT (1.1 M)
 DL6821'SOUTHWESTERLY OF A CARSONITE WITNESS POST, 29.3 FT (8.9 M)
 DL6821'NORTHEASTERLY FROM THE CENTERLINE OF SCHOOLCRAFT ROAD, 55.6 FT (16.9
 DL6821'M) SOUTHEASTERLY OF THE CENTERLINE OF HUNTINGTON DRIVE, 34.4 FT (10.5
 DL6821'M) NORTHWESTERLY OF THE FACE OF CONCRETE BRIDGE RAILING AND 97.1 FT
 DL6821'(29.6 M) SOUTHWESTERLY OF THE CORNER OF A FRAME HOUSE (ADDRESS NUMBER
 DL6821'14410).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6822 ***********************************************************************
 DL6822  DESIGNATION -  82352
 DL6822  PID         -  DL6822
 DL6822  STATE/COUNTY-  MI/WAYNE
 DL6822  COUNTRY     -  US
 DL6822  USGS QUAD   -  NORTHVILLE (2017)
 DL6822
 DL6822                         *CURRENT SURVEY CONTROL
 DL6822  ______________________________________________________________________
 DL6822* NAD 83(1986) POSITION- 42 23 16.04   (N) 083 26 36.82   (W)   HD_HELD1
 DL6822* NAVD 88 ORTHO HEIGHT -   225.506 (meters)      739.85  (feet) ADJUSTED
 DL6822  ______________________________________________________________________
 DL6822  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 DL6822  DYNAMIC HEIGHT  -        225.441 (meters)      739.63  (feet) COMP
 DL6822  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 DL6822
 DL6822  VERT ORDER      -  SECOND    CLASS II
 DL6822
 DL6822.The horizontal coordinates were determined by differentially corrected
 DL6822.hand held GPS observations or other comparable positioning techniques
 DL6822.and have an estimated accuracy of +/- 3 meters.
 DL6822
 DL6822.The orthometric height was determined by differential leveling and
 DL6822.adjusted by the NATIONAL GEODETIC SURVEY
 DL6822.in April 2010.
 DL6822
 DL6822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6822.GEOID18 height accuracy estimate available here.
 DL6822
 DL6822.Click photographs - Photos may exist for this station.
 DL6822
 DL6822.The dynamic height is computed by dividing the NAVD 88
 DL6822.geopotential number by the normal gravity value computed on the
 DL6822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6822.degrees latitude (g = 980.6199 gals.).
 DL6822
 DL6822.The modeled gravity was interpolated from observed gravity values.
 DL6822
 DL6822;                    North         East    Units  Estimated Accuracy
 DL6822;SPC MI S     -    99,030.3   4,076,008.1     MT  (+/- 3 meters HH1 GPS) 
 DL6822
 DL6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9885795725(NAD 83)
 DL6822
 DL6822                          SUPERSEDED SURVEY CONTROL
 DL6822
 DL6822.No superseded survey control is available for this station.
 DL6822
 DL6822_MARKER: F = FLANGE-ENCASED ROD
 DL6822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6822_STAMPING: 82352 2009
 DL6822_PROJECTION: RECESSED 3 CENTIMETERS
 DL6822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6822+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6822_ROD/PIPE-DEPTH: 16.0 meters
 DL6822_SLEEVE-DEPTH  : 0.9 meters
 DL6822
 DL6822  HISTORY     - Date     Condition        Report By
 DL6822  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6822
 DL6822                          STATION DESCRIPTION
 DL6822
 DL6822'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6822'THE STATION IF LOCATED 1.8 MI (2.9 KM) NORTHEAST OF PLYMOUTH, 4.8 MI
 DL6822'(7.7 KM) NORTHWEST OF LIVONIA AND 3.6 MI (5.8 KM) SOUTHEAST OF
 DL6822'NORTHVILLE, ON THE WEST SIDE OF HAGGARTY ROAD AND NORTH OF M-14.
 DL6822'
 DL6822'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND M-14 AND
 DL6822'HAGGARTY ROAD, GO NORTHEAST ON HAGGARTY ROAD 260 FT (79.2 M) TO THE
 DL6822'STATION ON THE LEFT.
 DL6822'
 DL6822'HE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6822'REFUSAL AT A DEPTH OF 52.66 FT (16.1 M) ENCASED IN A 6 INCH (15 CM) X
 DL6822'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6822'CM (1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 51.0 FT (15.5 M)
 DL6822'NORTH OF THE CENTERLINE OF DRIVE TO LAKE POINT SOCCER PARK, 44.0 FT
 DL6822'(13.4 M) WEST OF THE CENTERLINE OF HAGGARTY ROAD, 10.1 FT (3.1 M) EAST
 DL6822'OF THE EAST EDGE OF SIDEWALK, 30.3 FT (9.2 M) NORTHEASTERLY OF THE
 DL6822'CENTER OF A 7 INCH (18 CM) GATE POST ON THE NORTH SIDE OF THE DRIVE
 DL6822'ENTRANCE, 88.7 FT (27.0 M) SOUTHEASTERLY OF THE CENTER OF A POWER
 DL6822'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6823 ***********************************************************************
 DL6823  DESIGNATION -  82353
 DL6823  PID         -  DL6823
 DL6823  STATE/COUNTY-  MI/WAYNE
 DL6823  COUNTRY     -  US
 DL6823  USGS QUAD   -  NORTHVILLE (2017)
 DL6823
 DL6823                         *CURRENT SURVEY CONTROL
 DL6823  ______________________________________________________________________
 DL6823* NAD 83(1986) POSITION- 42 23 14.39   (N) 083 26 11.66   (W)   HD_HELD1
 DL6823* NAVD 88 ORTHO HEIGHT -   223.426 (meters)      733.02  (feet) ADJUSTED
 DL6823  ______________________________________________________________________
 DL6823  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 DL6823  DYNAMIC HEIGHT  -        223.363 (meters)      732.82  (feet) COMP
 DL6823  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 DL6823
 DL6823  VERT ORDER      -  SECOND    CLASS II
 DL6823
 DL6823.The horizontal coordinates were determined by differentially corrected
 DL6823.hand held GPS observations or other comparable positioning techniques
 DL6823.and have an estimated accuracy of +/- 3 meters.
 DL6823
 DL6823.The orthometric height was determined by differential leveling and
 DL6823.adjusted by the NATIONAL GEODETIC SURVEY
 DL6823.in April 2010.
 DL6823
 DL6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6823.GEOID18 height accuracy estimate available here.
 DL6823
 DL6823.Click photographs - Photos may exist for this station.
 DL6823
 DL6823.The dynamic height is computed by dividing the NAVD 88
 DL6823.geopotential number by the normal gravity value computed on the
 DL6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6823.degrees latitude (g = 980.6199 gals.).
 DL6823
 DL6823.The modeled gravity was interpolated from observed gravity values.
 DL6823
 DL6823;                    North         East    Units  Estimated Accuracy
 DL6823;SPC MI S     -    98,985.7   4,076,584.1     MT  (+/- 3 meters HH1 GPS) 
 DL6823
 DL6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9943195658(NAD 83)
 DL6823
 DL6823                          SUPERSEDED SURVEY CONTROL
 DL6823
 DL6823.No superseded survey control is available for this station.
 DL6823
 DL6823_MARKER: F = FLANGE-ENCASED ROD
 DL6823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6823_STAMPING: 82353 2009
 DL6823_PROJECTION: RECESSED 5 CENTIMETERS
 DL6823_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6823+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6823_ROD/PIPE-DEPTH: 5.2 meters
 DL6823_SLEEVE-DEPTH  : 0.9 meters
 DL6823
 DL6823  HISTORY     - Date     Condition        Report By
 DL6823  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6823
 DL6823                          STATION DESCRIPTION
 DL6823
 DL6823'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6823'THE STATION IS 2.0 MI (3.2 KM) NORTHEAST OF PLYMOUTH,, 3.8 MI (6.1 KM)
 DL6823'SOUTHEAST OF NORTHVILLE AND 4.5 MI (7.2 KM) NORTHWEST FROM LIVONIA IN
 DL6823'THE MEDIAN OF I-275 ON THE NORTH SIDE OF WESTBOUND I-96/M-14.
 DL6823'
 DL6823'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND I-96/M-14, GO
 DL6823'NORTH 100 FT (30.5 M) TO THE STATION IN THE CENTER OF THE MEDIAN OF
 DL6823'I-275.
 DL6823'
 DL6823'HE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6823'REFUSAL AT A DEPTH OF 17.1 FT (5.2 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6823'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6823'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 112.5 FT (34.3 M)
 DL6823'WEST OF THE WEST EDGE OF CONCRETE FOR NORTHBOUND I-275, 95.2 FT (29.0
 DL6823'M) EAST OF THE EAST EDGE OF CONCRETE FOR SOUTHBOUND I-275, 9.6 FT (2.9
 DL6823'M) NORTH OF THE GUARDRAIL, 172.0 FT (52.4 M) SOUTHEASTERLY OF A 6 INCH
 DL6823'(15 CM) ELM TREE AND 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6824 ***********************************************************************
 DL6824  DESIGNATION -  82354
 DL6824  PID         -  DL6824
 DL6824  STATE/COUNTY-  MI/WAYNE
 DL6824  COUNTRY     -  US
 DL6824  USGS QUAD   -  NORTHVILLE (2017)
 DL6824
 DL6824                         *CURRENT SURVEY CONTROL
 DL6824  ______________________________________________________________________
 DL6824* NAD 83(1986) POSITION- 42 23 09.41   (N) 083 26 12.46   (W)   HD_HELD1
 DL6824* NAVD 88 ORTHO HEIGHT -   224.500 (meters)      736.55  (feet) ADJUSTED
 DL6824  ______________________________________________________________________
 DL6824  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 DL6824  DYNAMIC HEIGHT  -        224.436 (meters)      736.34  (feet) COMP
 DL6824  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 DL6824
 DL6824  VERT ORDER      -  SECOND    CLASS II
 DL6824
 DL6824.The horizontal coordinates were determined by differentially corrected
 DL6824.hand held GPS observations or other comparable positioning techniques
 DL6824.and have an estimated accuracy of +/- 3 meters.
 DL6824
 DL6824.The orthometric height was determined by differential leveling and
 DL6824.adjusted by the NATIONAL GEODETIC SURVEY
 DL6824.in April 2010.
 DL6824
 DL6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6824.GEOID18 height accuracy estimate available here.
 DL6824
 DL6824.Click photographs - Photos may exist for this station.
 DL6824
 DL6824.The dynamic height is computed by dividing the NAVD 88
 DL6824.geopotential number by the normal gravity value computed on the
 DL6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6824.degrees latitude (g = 980.6199 gals.).
 DL6824
 DL6824.The modeled gravity was interpolated from observed gravity values.
 DL6824
 DL6824;                    North         East    Units  Estimated Accuracy
 DL6824;SPC MI S     -    98,831.9   4,076,567.5     MT  (+/- 3 meters HH1 GPS) 
 DL6824
 DL6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9940895505(NAD 83)
 DL6824
 DL6824                          SUPERSEDED SURVEY CONTROL
 DL6824
 DL6824.No superseded survey control is available for this station.
 DL6824
 DL6824_MARKER: F = FLANGE-ENCASED ROD
 DL6824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6824_STAMPING: 82354 2009
 DL6824_PROJECTION: RECESSED 5 CENTIMETERS
 DL6824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6824+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6824_ROD/PIPE-DEPTH: 12.9 meters
 DL6824_SLEEVE-DEPTH  : 0.9 meters
 DL6824
 DL6824  HISTORY     - Date     Condition        Report By
 DL6824  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6824
 DL6824                          STATION DESCRIPTION
 DL6824
 DL6824'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6824'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTHEAST OF PLYMOUTH, 3.8 MI
 DL6824'(6.1 KM) SOUTHEAST OF NORTHVILLE AND 4.5 MI (7.2 KM) NORTHWEST OF
 DL6824'LIVONIA, IN THE MEDIAN OF I-275 ON THE SOUTH SIDE OF I-96/M-14.
 DL6824'
 DL6824'TO REACH THE STATION FROM THE INTERSECTION OF EASTBOUND I-96/M-14 AND
 DL6824'I-275, GO SOUTH 110 FT (33.5 M) TO THE STATION IN THE MEDIAN OF I-275.
 DL6824'HE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6824'REFUSAL AT A DEPTH OF 42.34 FT (12.9 M) ENCASED IN A 6 INCH (15 CM) X
 DL6824'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6824'CM (1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 71.7 FT (21.9 M)
 DL6824'WEST OF THE WEST EDGE OF CONCRETE OF NORTHBOUND I-275, 82.0 FT (25.0
 DL6824'M) EAST OF THE EAST EDGE OF CONCRETE OF SOUTHBOUND I-275, 6.9 FT (2.1
 DL6824'M) SOUTH OF THE GUARDRAIL, 113.2 FT (34.5 M) NORTHEASTERLY OF THE
 DL6824'CENTER OF A LIGHT POLE, 65.0 FT (19.8 M) NORTHWESTERLY OF A 24 INCH
 DL6824'(61 CM) CONCRETE CULVERT END SECTION AND 2.8 FT (0.9 M) SOUTH OF A
 DL6824'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6825 ***********************************************************************
 DL6825  DESIGNATION -  82355
 DL6825  PID         -  DL6825
 DL6825  STATE/COUNTY-  MI/WAYNE
 DL6825  COUNTRY     -  US
 DL6825  USGS QUAD   -  NORTHVILLE (2017)
 DL6825
 DL6825                         *CURRENT SURVEY CONTROL
 DL6825  ______________________________________________________________________
 DL6825* NAD 83(1986) POSITION- 42 22 57.34   (N) 083 25 17.69   (W)   HD_HELD1
 DL6825* NAVD 88 ORTHO HEIGHT -   213.735 (meters)      701.23  (feet) ADJUSTED
 DL6825  ______________________________________________________________________
 DL6825  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 DL6825  DYNAMIC HEIGHT  -        213.674 (meters)      701.03  (feet) COMP
 DL6825  MODELED GRAVITY -    980,330.8   (mgal)                       NAVD 88
 DL6825
 DL6825  VERT ORDER      -  SECOND    CLASS II
 DL6825
 DL6825.The horizontal coordinates were determined by differentially corrected
 DL6825.hand held GPS observations or other comparable positioning techniques
 DL6825.and have an estimated accuracy of +/- 3 meters.
 DL6825
 DL6825.The orthometric height was determined by differential leveling and
 DL6825.adjusted by the NATIONAL GEODETIC SURVEY
 DL6825.in April 2010.
 DL6825
 DL6825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6825.GEOID18 height accuracy estimate available here.
 DL6825
 DL6825.Click photographs - Photos may exist for this station.
 DL6825
 DL6825.The dynamic height is computed by dividing the NAVD 88
 DL6825.geopotential number by the normal gravity value computed on the
 DL6825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6825.degrees latitude (g = 980.6199 gals.).
 DL6825
 DL6825.The modeled gravity was interpolated from observed gravity values.
 DL6825
 DL6825;                    North         East    Units  Estimated Accuracy
 DL6825;SPC MI S     -    98,473.5   4,077,824.4     MT  (+/- 3 meters HH1 GPS) 
 DL6825
 DL6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0065095097(NAD 83)
 DL6825
 DL6825                          SUPERSEDED SURVEY CONTROL
 DL6825
 DL6825.No superseded survey control is available for this station.
 DL6825
 DL6825_MARKER: F = FLANGE-ENCASED ROD
 DL6825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6825_STAMPING: 82355 2009
 DL6825_PROJECTION: RECESSED 3 CENTIMETERS
 DL6825_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6825+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 DL6825_ROD/PIPE-DEPTH: 7.9 meters
 DL6825_SLEEVE-DEPTH  : 0.9 meters
 DL6825
 DL6825  HISTORY     - Date     Condition        Report By
 DL6825  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6825  HISTORY     - 20110505 GOOD             JCLS
 DL6825
 DL6825                          STATION DESCRIPTION
 DL6825
 DL6825'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6825'THE STATION IS LOCATED 2.6 MI (4.2 KM) NORTHEAST OF PLYMOUTH, 3.6 MI
 DL6825'(5.8 KM) NORTHWEST OF LIVONIA AND 4.6 MI (7.4 KM) SOUTHEAST OF
 DL6825'NORTHVILLE IN THE NORTHEAST QUADRANT OF WESTBOUND SCHOOLCRAFT ROAD AND
 DL6825'I-96.
 DL6825'
 DL6825'TO REACH THE STATION FROM THE INTERSECTION OF NEWBURGH ROAD AND
 DL6825'WESTBOUND SCHOOLCRAFT ROAD, GO WEST ON WESTBOUND SCHOOLCRAFT ROAD 0.5
 DL6825'MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL6825'
 DL6825'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6825'REFUSAL AT A DEPTH OF 25.95 FT (7.9 M) ENCASED IN A 6 INCH (15 CM) X 3
 DL6825'FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM
 DL6825'(1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS S.75E.  21 FT (6.4
 DL6825'M) OF THE CENTERLINE OF WESTBOUND SCHOOLCRAFT ROAD, NORTH 40 FT (12.2
 DL6825'M) OF THE NORTH RIGHT OF WAY FENCE OF I-96, EAST 95 FT (29.0 M) OF THE
 DL6825'NORTHEAST CORNER OF THE BRIDGE FOR WESTBOUND SCHOOLCRAFT OVER I-96 AND
 DL6825'NORTH 2.4 FT (0.7 M) OF A CARSONITE WITNESS POST.
 DL6825
 DL6825                          STATION RECOVERY (2011)
 DL6825
 DL6825'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL6825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6826 ***********************************************************************
 DL6826  DESIGNATION -  82356
 DL6826  PID         -  DL6826
 DL6826  STATE/COUNTY-  MI/WAYNE
 DL6826  COUNTRY     -  US
 DL6826  USGS QUAD   -  NORTHVILLE (2017)
 DL6826
 DL6826                         *CURRENT SURVEY CONTROL
 DL6826  ______________________________________________________________________
 DL6826* NAD 83(1986) POSITION- 42 22 56.69   (N) 083 24 42.76   (W)   HD_HELD1
 DL6826* NAVD 88 ORTHO HEIGHT -   206.872 (meters)      678.71  (feet) ADJUSTED
 DL6826  ______________________________________________________________________
 DL6826  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DL6826  DYNAMIC HEIGHT  -        206.813 (meters)      678.52  (feet) COMP
 DL6826  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 DL6826
 DL6826  VERT ORDER      -  SECOND    CLASS II
 DL6826
 DL6826.The horizontal coordinates were determined by differentially corrected
 DL6826.hand held GPS observations or other comparable positioning techniques
 DL6826.and have an estimated accuracy of +/- 3 meters.
 DL6826
 DL6826.The orthometric height was determined by differential leveling and
 DL6826.adjusted by the NATIONAL GEODETIC SURVEY
 DL6826.in April 2010.
 DL6826
 DL6826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6826.GEOID18 height accuracy estimate available here.
 DL6826
 DL6826.Click photographs - Photos may exist for this station.
 DL6826
 DL6826.The dynamic height is computed by dividing the NAVD 88
 DL6826.geopotential number by the normal gravity value computed on the
 DL6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6826.degrees latitude (g = 980.6199 gals.).
 DL6826
 DL6826.The modeled gravity was interpolated from observed gravity values.
 DL6826
 DL6826;                    North         East    Units  Estimated Accuracy
 DL6826;SPC MI S     -    98,462.4   4,078,623.6     MT  (+/- 3 meters HH1 GPS) 
 DL6826
 DL6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0144895054(NAD 83)
 DL6826
 DL6826                          SUPERSEDED SURVEY CONTROL
 DL6826
 DL6826.No superseded survey control is available for this station.
 DL6826
 DL6826_MARKER: F = FLANGE-ENCASED ROD
 DL6826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6826_STAMPING: 82356 2009
 DL6826_PROJECTION: RECESSED 3 CENTIMETERS
 DL6826_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6826+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6826_ROD/PIPE-DEPTH: 15.7 meters
 DL6826_SLEEVE-DEPTH  : 0.9 meters
 DL6826
 DL6826  HISTORY     - Date     Condition        Report By
 DL6826  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6826
 DL6826                          STATION DESCRIPTION
 DL6826
 DL6826'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6826'THE STATION IS LOCATED 3.2 MI (5.1 KM) NORTHWEST OF LIVONIA, 3.1 MI
 DL6826'(5.0 KM) NORTHEAST OF PLYMOUTH AND 5.0 MI (8.0 KM) SOUTHEAST OF
 DL6826'NORTHVILLE, IN THE NORTHEAST QUADRANT OF NEWBURGH ROAD AND WESTBOUND
 DL6826'SCHOOLCRAFT ROAD.
 DL6826'
 DL6826'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND SCHOOLCRAFT
 DL6826'ROAD AND NEWBURGH ROAD, GO NORTH ON NEWBURGH ROAD 115 FT (35.1 M) TO
 DL6826'THE STATION ON THE RIGHT.
 DL6826'
 DL6826'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6826'REFUSAL AT A DEPTH OF 51.63 FT (15.7 M) ENCASED IN A 6 INCH (15 CM) X
 DL6826'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6826'CM (1 INCH) BELOW THE GROUND SURFACE.
 DL6826'
 DL6826'IT IS 44.6 FT (13.6 M) EAST OF THE CENTERLINE OF NEWBURGH ROAD, 119.6
 DL6826'FT (36.5 M) NORTH OF THE CENTERLINE OF WESTBOUND SCHOOLCRAFT ROAD,
 DL6826'17.0F T W OF A 5 FT (1.5 M) TALL CHAIN LINK FENCE AND NORTH-NORTHWEST
 DL6826'22.8 FT (6.9 M) OF A BELL MANHOLE LID.  NO CARSONITE WITNESS POST SET.
 DL6826'NOTE--NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6827 ***********************************************************************
 DL6827  DESIGNATION -  82357
 DL6827  PID         -  DL6827
 DL6827  STATE/COUNTY-  MI/WAYNE
 DL6827  COUNTRY     -  US
 DL6827  USGS QUAD   -  NORTHVILLE (2017)
 DL6827
 DL6827                         *CURRENT SURVEY CONTROL
 DL6827  ______________________________________________________________________
 DL6827* NAD 83(1986) POSITION- 42 22 52.68   (N) 083 24 09.91   (W)   HD_HELD1
 DL6827* NAVD 88 ORTHO HEIGHT -   204.747 (meters)      671.74  (feet) ADJUSTED
 DL6827  ______________________________________________________________________
 DL6827  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 DL6827  DYNAMIC HEIGHT  -        204.689 (meters)      671.55  (feet) COMP
 DL6827  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 DL6827
 DL6827  VERT ORDER      -  SECOND    CLASS II
 DL6827
 DL6827.The horizontal coordinates were determined by differentially corrected
 DL6827.hand held GPS observations or other comparable positioning techniques
 DL6827.and have an estimated accuracy of +/- 3 meters.
 DL6827
 DL6827.The orthometric height was determined by differential leveling and
 DL6827.adjusted by the NATIONAL GEODETIC SURVEY
 DL6827.in April 2010.
 DL6827
 DL6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6827.GEOID18 height accuracy estimate available here.
 DL6827
 DL6827.Click photographs - Photos may exist for this station.
 DL6827
 DL6827.The dynamic height is computed by dividing the NAVD 88
 DL6827.geopotential number by the normal gravity value computed on the
 DL6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6827.degrees latitude (g = 980.6199 gals.).
 DL6827
 DL6827.The modeled gravity was interpolated from observed gravity values.
 DL6827
 DL6827;                    North         East    Units  Estimated Accuracy
 DL6827;SPC MI S     -    98,347.3   4,079,376.4     MT  (+/- 3 meters HH1 GPS) 
 DL6827
 DL6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0219694909(NAD 83)
 DL6827
 DL6827                          SUPERSEDED SURVEY CONTROL
 DL6827
 DL6827.No superseded survey control is available for this station.
 DL6827
 DL6827_MARKER: F = FLANGE-ENCASED ROD
 DL6827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6827_STAMPING: 82357 2009
 DL6827_PROJECTION: RECESSED 3 CENTIMETERS
 DL6827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6827+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6827_ROD/PIPE-DEPTH: 15.0 meters
 DL6827_SLEEVE-DEPTH  : 0.9 meters
 DL6827
 DL6827  HISTORY     - Date     Condition        Report By
 DL6827  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6827
 DL6827                          STATION DESCRIPTION
 DL6827
 DL6827'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6827'THE STATION IS LOCATED 2.7 MI (4.3 KM) NORTHWEST OF LIVONIA, 3.5 MI
 DL6827'(5.6 KM) NORTHEAST OF PLYMOUTH AND 5.3 MI (8.5 KM) SOUTHEAST OF
 DL6827'NORTHVILLE IN THE SOUTHWEST QUADRANT OF EASTBOUND SCHOOLCRAFT ROAD AND
 DL6827'LEVAN ROAD.
 DL6827'
 DL6827'TO REACH THE STATION FROM THE INTERSECTION OF EASTBOUND SCHOOLCRAFT
 DL6827'ROAD AND NEWBURGH ROAD, GO EAST ON EASTBOUND SCHOOLCRAFT ROAD, 0.47 MI
 DL6827'(0.8 KM) TO THE STATION ON THE RIGHT.
 DL6827'
 DL6827'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6827'REFUSAL AT A DEPTH OF 49.13 FT (15.0 M) ENCASED IN A 6 INCH (15 CM) X
 DL6827'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6827'CM (1 INCH) BELOW THE GROUND SURFACE.
 DL6827'
 DL6827'IT IS 52.6 FT (16.0 M) SOUTH OF THE CENTERLINE OF EASTBOUND
 DL6827'SCHOOLCRAFT ROAD, 167 FT (50.9 M) WEST OF THE CENTERLINE OF LEVAN
 DL6827'ROAD, WEST 70.6 FT (21.5 M) OF A FIRE HYDRANT, 17.8 FT (5.4 M) NORTH
 DL6827'OF THE CENTERLINE EXTENSION OF A SERVICE ROAD TO A GENERAL MOTORS
 DL6827'FACILITY.
 DL6827'
 DL6827'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6828 ***********************************************************************
 DL6828  DESIGNATION -  82358
 DL6828  PID         -  DL6828
 DL6828  STATE/COUNTY-  MI/WAYNE
 DL6828  COUNTRY     -  US
 DL6828  USGS QUAD   -  NORTHVILLE (2017)
 DL6828
 DL6828                         *CURRENT SURVEY CONTROL
 DL6828  ______________________________________________________________________
 DL6828* NAD 83(1986) POSITION- 42 22 58.47   (N) 083 22 39.17   (W)   HD_HELD1
 DL6828* NAVD 88 ORTHO HEIGHT -   201.862 (meters)      662.28  (feet) ADJUSTED
 DL6828  ______________________________________________________________________
 DL6828  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 DL6828  DYNAMIC HEIGHT  -        201.805 (meters)      662.09  (feet) COMP
 DL6828  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 DL6828
 DL6828  VERT ORDER      -  SECOND    CLASS II
 DL6828
 DL6828.The horizontal coordinates were determined by differentially corrected
 DL6828.hand held GPS observations or other comparable positioning techniques
 DL6828.and have an estimated accuracy of +/- 3 meters.
 DL6828
 DL6828.The orthometric height was determined by differential leveling and
 DL6828.adjusted by the NATIONAL GEODETIC SURVEY
 DL6828.in April 2010.
 DL6828
 DL6828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6828.GEOID18 height accuracy estimate available here.
 DL6828
 DL6828.Click photographs - Photos may exist for this station.
 DL6828
 DL6828.The dynamic height is computed by dividing the NAVD 88
 DL6828.geopotential number by the normal gravity value computed on the
 DL6828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6828.degrees latitude (g = 980.6199 gals.).
 DL6828
 DL6828.The modeled gravity was interpolated from observed gravity values.
 DL6828
 DL6828;                    North         East    Units  Estimated Accuracy
 DL6828;SPC MI S     -    98,550.0   4,081,449.8     MT  (+/- 3 meters HH1 GPS) 
 DL6828
 DL6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0427695029(NAD 83)
 DL6828
 DL6828                          SUPERSEDED SURVEY CONTROL
 DL6828
 DL6828.No superseded survey control is available for this station.
 DL6828
 DL6828_MARKER: F = FLANGE-ENCASED ROD
 DL6828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6828_STAMPING: 82358 2009
 DL6828_PROJECTION: RECESSED 3 CENTIMETERS
 DL6828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6828+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6828_ROD/PIPE-DEPTH: 13.6 meters
 DL6828_SLEEVE-DEPTH  : 0.9 meters
 DL6828
 DL6828  HISTORY     - Date     Condition        Report By
 DL6828  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6828
 DL6828                          STATION DESCRIPTION
 DL6828
 DL6828'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6828'THE STATION IS LOCATED 1.6 MI (2.6 KM) NORTHWEST OF LIVONIA, 4.8 MI
 DL6828'(7.7 KM) NORTHEAST OF PLYMOUTH AND 6.3 MI (10.1 KM) SOUTHEAST OF
 DL6828'NORTHVILLE, IN THE NORTHEAST QUADRANT OF STARK ROAD AND WESTBOUND
 DL6828'SCHOOLCRAFT ROAD.
 DL6828'
 DL6828'TO REACH THE STATION FROM THE INTERSECTION OF FARMINGTON ROAD AND
 DL6828'WESTBOUND SCHOOLCRAFT ROAD, GO WEST 0.23 MI (0.4 KM) TO THE STATION ON
 DL6828'THE RIGHT.
 DL6828'
 DL6828'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6828'REFUSAL AT A DEPTH OF 44.61 FT (13.6 M) ENCASED IN A 6 INCH (15 CM) X
 DL6828'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6828'CM (1 INCH) BELOW THE GROUND SURFACE.
 DL6828'
 DL6828'IT IS 73 FT (22.3 M) EAST OF THE CENTERLINE OF STARK ROAD, 21.2 FT
 DL6828'(6.5 M) NORTH OF THE CENTERLINE OF WESTBOUND SCHOOLCRAFT ROAD, WEST
 DL6828'73.3 FT (22.3 M) OF A MANHOLE, SOUTHEAST 27.9 FT (8.5 M) OF A FIBER
 DL6828'OPTIC MANHOLE AND SOUTH 61 FT (18.6 M) OF THE SOUTHWEST CORNER OF A
 DL6828'BRICK BUILDING (ADDRESS NUMBER 33762).  NO CARSONITE WITNESS POST SET.
 DL6828'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6829 ***********************************************************************
 DL6829  DESIGNATION -  82359
 DL6829  PID         -  DL6829
 DL6829  STATE/COUNTY-  MI/WAYNE
 DL6829  COUNTRY     -  US
 DL6829  USGS QUAD   -  REDFORD (2017)
 DL6829
 DL6829                         *CURRENT SURVEY CONTROL
 DL6829  ______________________________________________________________________
 DL6829* NAD 83(1986) POSITION- 42 22 55.16   (N) 083 22 20.48   (W)   HD_HELD1
 DL6829* NAVD 88 ORTHO HEIGHT -   199.052 (meters)      653.06  (feet) ADJUSTED
 DL6829  ______________________________________________________________________
 DL6829  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 DL6829  DYNAMIC HEIGHT  -        198.995 (meters)      652.87  (feet) COMP
 DL6829  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 DL6829
 DL6829  VERT ORDER      -  SECOND    CLASS II
 DL6829
 DL6829.The horizontal coordinates were determined by differentially corrected
 DL6829.hand held GPS observations or other comparable positioning techniques
 DL6829.and have an estimated accuracy of +/- 3 meters.
 DL6829
 DL6829.The orthometric height was determined by differential leveling and
 DL6829.adjusted by the NATIONAL GEODETIC SURVEY
 DL6829.in April 2010.
 DL6829
 DL6829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6829.GEOID18 height accuracy estimate available here.
 DL6829
 DL6829.Click photographs - Photos may exist for this station.
 DL6829
 DL6829.The dynamic height is computed by dividing the NAVD 88
 DL6829.geopotential number by the normal gravity value computed on the
 DL6829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6829.degrees latitude (g = 980.6199 gals.).
 DL6829
 DL6829.The modeled gravity was interpolated from observed gravity values.
 DL6829
 DL6829;                    North         East    Units  Estimated Accuracy
 DL6829;SPC MI S     -    98,452.9   4,081,878.5     MT  (+/- 3 meters HH1 GPS) 
 DL6829
 DL6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0470194915(NAD 83)
 DL6829
 DL6829                          SUPERSEDED SURVEY CONTROL
 DL6829
 DL6829.No superseded survey control is available for this station.
 DL6829
 DL6829_MARKER: F = FLANGE-ENCASED ROD
 DL6829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6829_STAMPING: 82359 2009
 DL6829_PROJECTION: RECESSED 5 CENTIMETERS
 DL6829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6829+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6829_ROD/PIPE-DEPTH: 13.1 meters
 DL6829_SLEEVE-DEPTH  : 0.9 meters
 DL6829
 DL6829  HISTORY     - Date     Condition        Report By
 DL6829  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6829
 DL6829                          STATION DESCRIPTION
 DL6829
 DL6829'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6829'THE STATION IS LOCATED 1.4 MI (2.3 KM) NORTHWEST OF LIVONIA, 5.7 MI
 DL6829'(9.2 KM) SOUTH OF FARMINGTON AND 3.8 MI (6.1 KM) WEST OF REDFORD IN
 DL6829'THE SOUTHEAST QUADRANT OF EASTBOUND SCHOOLCRAFT ROAD AND FARMINGTON
 DL6829'ROAD.
 DL6829'
 DL6829'TO REACH THE STATION FROM THE INTERSECTION OF FARMINGTON ROAD AND
 DL6829'EASTBOUND SCHOOLCRAFT ROAD, GO 118 FT (36.0 M) TO THE STATION ON THE
 DL6829'RIGHT.
 DL6829'
 DL6829'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6829'REFUSAL AT A DEPTH OF 43.04 FT (13.1 M) ENCASED IN A 6 INCH (15 CM) X
 DL6829'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6829'CM (1 INCH) BELOW THE GROUND SURFACE.
 DL6829'
 DL6829'IT IS 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF EASTBOUND SCHOOLCRAFT
 DL6829'ROAD, 21.3 FT (6.5 M) EAST OF THE CENTERLINE OF THE WEST ENTRANCE TO
 DL6829'BP GAS STATION (ADDRESS NUMBER 33265), 147.5 FT (45.0 M) EAST OF THE
 DL6829'CENTERLINE OF FARMINGTON ROAD AND 57.5 FT (17.5 M) WEST OF A SANITARY
 DL6829'SEWER MANHOLE LID.  NO CARSONITE WITNESS POST SET.
 DL6829'
 DL6829'NOTE-NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6830 ***********************************************************************
 DL6830  DESIGNATION -  82361
 DL6830  PID         -  DL6830
 DL6830  STATE/COUNTY-  MI/WAYNE
 DL6830  COUNTRY     -  US
 DL6830  USGS QUAD   -  REDFORD (2017)
 DL6830
 DL6830                         *CURRENT SURVEY CONTROL
 DL6830  ______________________________________________________________________
 DL6830* NAD 83(1986) POSITION- 42 22 58.66   (N) 083 19 59.28   (W)   HD_HELD1
 DL6830* NAVD 88 ORTHO HEIGHT -   193.366 (meters)      634.40  (feet) ADJUSTED
 DL6830  ______________________________________________________________________
 DL6830  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 DL6830  DYNAMIC HEIGHT  -        193.311 (meters)      634.22  (feet) COMP
 DL6830  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 DL6830
 DL6830  VERT ORDER      -  SECOND    CLASS II
 DL6830
 DL6830.The horizontal coordinates were determined by differentially corrected
 DL6830.hand held GPS observations or other comparable positioning techniques
 DL6830.and have an estimated accuracy of +/- 3 meters.
 DL6830
 DL6830.The orthometric height was determined by differential leveling and
 DL6830.adjusted by the NATIONAL GEODETIC SURVEY
 DL6830.in April 2010.
 DL6830
 DL6830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6830.GEOID18 height accuracy estimate available here.
 DL6830
 DL6830.Click photographs - Photos may exist for this station.
 DL6830
 DL6830.The dynamic height is computed by dividing the NAVD 88
 DL6830.geopotential number by the normal gravity value computed on the
 DL6830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6830.degrees latitude (g = 980.6199 gals.).
 DL6830
 DL6830.The modeled gravity was interpolated from observed gravity values.
 DL6830
 DL6830;                    North         East    Units  Estimated Accuracy
 DL6830;SPC MI S     -    98,599.8   4,085,106.9     MT  (+/- 3 meters HH1 GPS) 
 DL6830
 DL6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0793394934(NAD 83)
 DL6830
 DL6830                          SUPERSEDED SURVEY CONTROL
 DL6830
 DL6830.No superseded survey control is available for this station.
 DL6830
 DL6830_MARKER: F = FLANGE-ENCASED ROD
 DL6830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6830_STAMPING: 82361 2009
 DL6830_PROJECTION: RECESSED 3 CENTIMETERS
 DL6830_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6830+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6830_ROD/PIPE-DEPTH: 304. meters
 DL6830_SLEEVE-DEPTH  : 0.9 meters
 DL6830
 DL6830  HISTORY     - Date     Condition        Report By
 DL6830  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6830
 DL6830                          STATION DESCRIPTION
 DL6830
 DL6830'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6830'THE STATION IS LOCATED 1.4 MI (2.3 KM) NORTHEAST OF LIVONIA, 1.9 MI
 DL6830'(3.1 KM) WEST OF REDFORD AND 6.0 MI (9.7 KM) SOUTHEAST OF FARMINGTON
 DL6830'IN THE SOUTHEAST QUADRANT OF EASTBOUND SCHOOLCRAFT ROAD AND MIDDLEBELT
 DL6830'ROAD.
 DL6830'
 DL6830'TO REACH THE STATION FROM THE INTERSECTION OF MIDDLEBELT ROAD AND
 DL6830'EASTBOUND SCHOOLCRAFT ROAD, GO EAST ON EASTBOUND SCHOOLCRAFT ROAD 105
 DL6830'FT (32.0 M) TO THE STATION ON THE RIGHT.
 DL6830'
 DL6830'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A DEPTH OF
 DL6830'234.96 FT (71.6 M) ENCASED IN A 6 INCH (15 CM) X 3 FT (0.9 M) LONG PVC
 DL6830'PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3 CM (1 INCH) BELOW THE
 DL6830'GROUND SURFACE.
 DL6830'
 DL6830'IT IS 23 FT (7.0 M) EAST OF THE CENTERLINE OF MIDDLEBELT ROAD, 11.8 FT
 DL6830'(3.6 M) NORTH OF THE NORTH EDGE OF SIDEWALK AND 81.5 FT (24.8 M) WEST
 DL6830'OF A WATER MANHOLE.  NO CARSONITE WITNESS POST WAS SET.
 DL6830'
 DL6830'NOTE--NO LOGO NAME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6831 ***********************************************************************
 DL6831  DESIGNATION -  82362
 DL6831  PID         -  DL6831
 DL6831  STATE/COUNTY-  MI/WAYNE
 DL6831  COUNTRY     -  US
 DL6831  USGS QUAD   -  REDFORD (2017)
 DL6831
 DL6831                         *CURRENT SURVEY CONTROL
 DL6831  ______________________________________________________________________
 DL6831* NAD 83(1986) POSITION- 42 23 04.29   (N) 083 18 49.86   (W)   HD_HELD1
 DL6831* NAVD 88 ORTHO HEIGHT -   192.004 (meters)      629.93  (feet) ADJUSTED
 DL6831  ______________________________________________________________________
 DL6831  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 DL6831  DYNAMIC HEIGHT  -        191.949 (meters)      629.75  (feet) COMP
 DL6831  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 DL6831
 DL6831  VERT ORDER      -  SECOND    CLASS II
 DL6831
 DL6831.The horizontal coordinates were determined by differentially corrected
 DL6831.hand held GPS observations or other comparable positioning techniques
 DL6831.and have an estimated accuracy of +/- 3 meters.
 DL6831
 DL6831.The orthometric height was determined by differential leveling and
 DL6831.adjusted by the NATIONAL GEODETIC SURVEY
 DL6831.in April 2010.
 DL6831
 DL6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6831.GEOID18 height accuracy estimate available here.
 DL6831
 DL6831.Click photographs - Photos may exist for this station.
 DL6831
 DL6831.The dynamic height is computed by dividing the NAVD 88
 DL6831.geopotential number by the normal gravity value computed on the
 DL6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6831.degrees latitude (g = 980.6199 gals.).
 DL6831
 DL6831.The modeled gravity was interpolated from observed gravity values.
 DL6831
 DL6831;                    North         East    Units  Estimated Accuracy
 DL6831;SPC MI S     -    98,793.1   4,086,692.5     MT  (+/- 3 meters HH1 GPS) 
 DL6831
 DL6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0952595064(NAD 83)
 DL6831
 DL6831                          SUPERSEDED SURVEY CONTROL
 DL6831
 DL6831.No superseded survey control is available for this station.
 DL6831
 DL6831_MARKER: F = FLANGE-ENCASED ROD
 DL6831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6831_STAMPING: 82362 2009
 DL6831_PROJECTION: RECESSED 3 CENTIMETERS
 DL6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6831+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DL6831_ROD/PIPE-DEPTH: 14.3 meters
 DL6831_SLEEVE-DEPTH  : 0.9 meters
 DL6831
 DL6831  HISTORY     - Date     Condition        Report By
 DL6831  HISTORY     - 20091211 MONUMENTED       SPICE
 DL6831
 DL6831                          STATION DESCRIPTION
 DL6831
 DL6831'DESCRIBED BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DL6831'THE STATION IS LOCATED 0.9 MI (1.4 KM) WEST OF REDFORD, 6.4 MI (10.3
 DL6831'KM) SOUTHEAST OF FARMINGTON AND 2.3 MI (3.7 KM) NORTHEAST OF LIVONIA,
 DL6831'IN THE NORTHEAST QUADRANT OF WESTBOUND SCHOOLCRAFT AND INKSTER ROAD.
 DL6831'
 DL6831'TO REACH THE STATION FROM THE INTERSECTION OF BEECH DALEY ROAD AND
 DL6831'WESTBOUND SCHOOLCRAFT ROAD, GO WEST ON WESTBOUND SCHOOLCRAFT ROAD 0.95
 DL6831'MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DL6831'
 DL6831'THE STATION IS A 3/4 INCH (19 MM) ALUMINUM ROD DRIVEN TO A POINT OF
 DL6831'REFUSAL AT A DEPTH OF 47.03 FT (14.3 M) ENCASED IN A 6 INCH (15 CM) X
 DL6831'3 FT (0.9 M) LONG PVC PIPE WITH A HINGED ALUMINUM LID SET RECESSED 3
 DL6831'CM (1 INCH) BELOW THE GROUND SURFACE.  THE STATION IS 29.3 FT (8.9 M)
 DL6831'NORTH OF WESTBOUND SCHOOLCRAFT ROAD, 102.8 FT (31.3 M) EAST OF THE
 DL6831'CENTERLINE OF INKSTER ROAD, 11 FT (3.4 M) SOUTH OF THE EDGE OF
 DL6831'SIDEWALK AND 65.7 FT (20.0 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 DL6831'7-11 CONVENIENCE STORE.  NO CARSONITE WITNESS POST WAS SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0883 ***********************************************************************
 MC0883  DESIGNATION -  8247 Z
 MC0883  PID         -  MC0883
 MC0883  STATE/COUNTY-  MI/MONROE
 MC0883  COUNTRY     -  US
 MC0883  USGS QUAD   -  STONY POINT (2017)
 MC0883
 MC0883                         *CURRENT SURVEY CONTROL
 MC0883  ______________________________________________________________________
 MC0883* NAD 83(1986) POSITION- 41 55 12.     (N) 083 20 18.     (W)   SCALED
 MC0883* NAVD 88 ORTHO HEIGHT -   175.579 (meters)      576.05  (feet) ADJUSTED
 MC0883  ______________________________________________________________________
 MC0883  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 MC0883  DYNAMIC HEIGHT  -        175.516 (meters)      575.84  (feet) COMP
 MC0883  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 MC0883
 MC0883  VERT ORDER      -  FIRST     CLASS 0
 MC0883
 MC0883.The horizontal coordinates were scaled from a map and have
 MC0883.an estimated accuracy of +/- 6 seconds.
 MC0883
 MC0883.The orthometric height was determined by differential leveling and
 MC0883.adjusted by the NATIONAL GEODETIC SURVEY
 MC0883.in June 1991.
 MC0883
 MC0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0883.GEOID18 height accuracy estimate available here.
 MC0883
 MC0883.Click photographs - Photos may exist for this station.
 MC0883
 MC0883.The dynamic height is computed by dividing the NAVD 88
 MC0883.geopotential number by the normal gravity value computed on the
 MC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0883.degrees latitude (g = 980.6199 gals.).
 MC0883
 MC0883.The modeled gravity was interpolated from observed gravity values.
 MC0883
 MC0883;                    North         East    Units  Estimated Accuracy
 MC0883;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0883
 MC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0883
 MC0883                          SUPERSEDED SURVEY CONTROL
 MC0883
 MC0883  NGVD 29 (??/??/92)  175.751  (m)          576.61   (f) ADJ UNCH    1 0
 MC0883
 MC0883.Superseded values are not recommended for survey control.
 MC0883
 MC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0883.See file dsdata.pdf to determine how the superseded data were derived.
 MC0883
 MC0883_MARKER: DD = SURVEY DISK
 MC0883_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0883_SP_SET: DOOR SUPPORT
 MC0883_STAMPING: 8247 Z 1964
 MC0883_MARK LOGO: USLS
 MC0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0883
 MC0883  HISTORY     - Date     Condition        Report By
 MC0883  HISTORY     - 1964     MONUMENTED       USLS
 MC0883  HISTORY     - 1969     GOOD             USLS
 MC0883
 MC0883                          STATION DESCRIPTION
 MC0883
 MC0883'DESCRIBED BY US LAKE SURVEY 1969
 MC0883'IN MONROE.
 MC0883'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0883'SIDE OF THE PARK LAGOON, AT THE PARK HEADQUARTERS BUILDING, 48.1 FEET
 MC0883'WEST OF FLAGPOLE, 40.7 FEET SOUTHEAST OF UTILITY POLE DF 59 40 G 6,
 MC0883'32.0 FEET NORTHEAST OF UTILITY POLE 272, 14.0 FEET NORTHEAST OF CEMENT
 MC0883'BLOCK CHIMNEY ATTACHED TO PARK OFFICE BUILDING, ABOUT 0.1 FOOT NORTH
 MC0883'OF THE RAISED LETTERS 8247-Z CAST INTO STEEL TRAP DOOR SUPPORT, ABOUT
 MC0883'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT BETWEEN TWO
 MC0883'CHISELED LINES IN TOP OF STEEL SUPPORT FOR 3-1/2 X 3-1/2 FOOT STEEL
 MC0883'TRAP DOOR AND BETWEEN HINGES FOR DOOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6270 ***********************************************************************
 DI6270  DESIGNATION -  82600
 DI6270  PID         -  DI6270
 DI6270  STATE/COUNTY-  MI/WAYNE
 DI6270  COUNTRY     -  US
 DI6270  USGS QUAD   -  SALEM (2017)
 DI6270
 DI6270                         *CURRENT SURVEY CONTROL
 DI6270  ______________________________________________________________________
 DI6270* NAD 83(1986) POSITION- 42 23 59.     (N) 083 30 38.     (W)   SCALED
 DI6270* NAVD 88 ORTHO HEIGHT -   274.482 (meters)      900.53  (feet) ADJUSTED
 DI6270  ______________________________________________________________________
 DI6270  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 DI6270  DYNAMIC HEIGHT  -        274.403 (meters)      900.27  (feet) COMP
 DI6270  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 DI6270
 DI6270  VERT ORDER      -  SECOND    CLASS I
 DI6270
 DI6270.The horizontal coordinates were scaled from a map and have
 DI6270.an estimated accuracy of +/- 6 seconds.
 DI6270
 DI6270.The orthometric height was determined by differential leveling and
 DI6270.adjusted by the NATIONAL GEODETIC SURVEY
 DI6270.in July 2007.
 DI6270
 DI6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6270.GEOID18 height accuracy estimate available here.
 DI6270
 DI6270.Click photographs - Photos may exist for this station.
 DI6270
 DI6270.The dynamic height is computed by dividing the NAVD 88
 DI6270.geopotential number by the normal gravity value computed on the
 DI6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6270.degrees latitude (g = 980.6199 gals.).
 DI6270
 DI6270.The modeled gravity was interpolated from observed gravity values.
 DI6270
 DI6270;                    North         East    Units  Estimated Accuracy
 DI6270;SPC MI S     -   100,300.    4,070,480.      MT  (+/- 180 meters Scaled)
 DI6270
 DI6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933972(NAD 83)
 DI6270
 DI6270                          SUPERSEDED SURVEY CONTROL
 DI6270
 DI6270.No superseded survey control is available for this station.
 DI6270
 DI6270_MARKER: DD = SURVEY DISK
 DI6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6270_STAMPING: 82600 2006
 DI6270_MARK LOGO: MIDT
 DI6270_PROJECTION: FLUSH
 DI6270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6270+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2025
 DI6270
 DI6270  HISTORY     - Date     Condition        Report By
 DI6270  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6270  HISTORY     - 20090805 GOOD             SPICE
 DI6270  HISTORY     - 20091109 GOOD             SPICE
 DI6270  HISTORY     - 20181101 GOOD             APSC
 DI6270  HISTORY     - 20250509 GOOD             ADVGEO
 DI6270
 DI6270                          STATION DESCRIPTION
 DI6270
 DI6270'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6270'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) SOUTHWEST OF
 DI6270'NORTHVILLE, 5.8 MILES (9.33 KILOMETERS) SOUTHWEST OF NOVI, AND 3.0
 DI6270'MILES (4.83 KILOMETERS) NORTHWEST OF PLYMOUTH, LOCATED WEST OF BECK
 DI6270'ROAD AND BETWEEN COURTNEY DRIVE AND 5 MILE ROAD.
 DI6270'
 DI6270'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH NORTH
 DI6270'TERRITORIAL ROAD, GO NORTH ON BECK ROAD FOR 1.6 MILES (2.57
 DI6270'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6270'
 DI6270'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6270'DISK STAMPED 82600 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6270'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 198.1 METERS
 DI6270'(650.0 FEET) NORTH OF TECHNOLOGY DRIVE, 9.2 METERS (30.2 FEET) SOUTH
 DI6270'OF THE CENTERLINE OF THE DRIVE TO NORTHVILLE COMMUNITY PARK, 5.1
 DI6270'METERS (16.6 FEET) WEST OF THE CENTERLINE OF BECK ROAD, 4.8 METERS
 DI6270'(15.8 FEET) NORTH-NORTHWEST OF THE CENTER OF A CATCH BASIN, 0.9 METERS
 DI6270'(3.0 FEET) WEST OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) EAST
 DI6270'OF A CARSONITE WITNESS POST.
 DI6270
 DI6270                          STATION RECOVERY (2009)
 DI6270
 DI6270'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6270'RECOVERED IN GOOD CONDITION.
 DI6270
 DI6270                          STATION RECOVERY (2009)
 DI6270
 DI6270'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6270'RECOVERED AS DESCRIBED
 DI6270
 DI6270                          STATION RECOVERY (2018)
 DI6270
 DI6270'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6270'RECOVERED IN GOOD CONDITION.
 DI6270
 DI6270                          STATION RECOVERY (2025)
 DI6270
 DI6270'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (JF)
 DI6270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6271 ***********************************************************************
 DI6271  DESIGNATION -  82601
 DI6271  PID         -  DI6271
 DI6271  STATE/COUNTY-  MI/WAYNE
 DI6271  COUNTRY     -  US
 DI6271  USGS QUAD   -  SALEM (2017)
 DI6271
 DI6271                         *CURRENT SURVEY CONTROL
 DI6271  ______________________________________________________________________
 DI6271* NAD 83(2011) POSITION- 42 22 39.94233(N) 083 30 36.77629(W)   ADJUSTED
 DI6271* NAD 83(2011) ELLIP HT-   221.175 (meters)        (06/27/12)   ADJUSTED
 DI6271* NAD 83(2011) EPOCH   -  2010.00
 DI6271* NAVD 88 ORTHO HEIGHT -   255.078 (meters)      836.87  (feet) ADJUSTED
 DI6271  ______________________________________________________________________
 DI6271  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 DI6271  NAD 83(2011) X  -    533,368.020 (meters)                     COMP
 DI6271  NAD 83(2011) Y  - -4,688,743.492 (meters)                     COMP
 DI6271  NAD 83(2011) Z  -  4,276,842.947 (meters)                     COMP
 DI6271  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DI6271  DYNAMIC HEIGHT  -        255.004 (meters)      836.63  (feet) COMP
 DI6271  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 DI6271
 DI6271  VERT ORDER      -  SECOND    CLASS I
 DI6271
 DI6271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6271  Standards:
 DI6271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6271  -------------------------------------------------------------------
 DI6271  NETWORK    0.32   0.55           0.14   0.12   0.28      0.03201578
 DI6271  -------------------------------------------------------------------
 DI6271  Click here for local accuracies and other accuracy information.
 DI6271
 DI6271.The horizontal coordinates were established by GPS observations
 DI6271.and adjusted by the National Geodetic Survey in June 2012.
 DI6271
 DI6271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6271.been affixed to the stable North American tectonic plate. See 
 DI6271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6271
 DI6271.The horizontal coordinates are valid at the epoch date displayed above
 DI6271.which is a decimal equivalence of Year/Month/Day.
 DI6271
 DI6271.The orthometric height was determined by differential leveling and
 DI6271.adjusted by the NATIONAL GEODETIC SURVEY
 DI6271.in July 2007.
 DI6271
 DI6271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6271.GEOID18 height accuracy estimate available here.
 DI6271
 DI6271.Click photographs - Photos may exist for this station.
 DI6271
 DI6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6271
 DI6271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6271
 DI6271.The ellipsoidal height was determined by GPS observations
 DI6271.and is referenced to NAD 83.
 DI6271
 DI6271.The dynamic height is computed by dividing the NAVD 88
 DI6271.geopotential number by the normal gravity value computed on the
 DI6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6271.degrees latitude (g = 980.6199 gals.).
 DI6271
 DI6271.The modeled gravity was interpolated from observed gravity values.
 DI6271
 DI6271. The following values were computed from the NAD 83(2011) position.
 DI6271
 DI6271;                    North         East     Units Scale Factor Converg.
 DI6271;SPC MI S     -    97,858.618 4,070,531.354   MT  0.99994582   +0 34 58.2
 DI6271;SPC MI S     -   321,058.46 13,354,761.66   iFT  0.99994582   +0 34 58.2
 DI6271;UTM  17      - 4,694,772.425   293,337.858   MT  1.00012552   -1 41 33.1
 DI6271
 DI6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6271!SPC MI S     -   0.99996531  x   0.99994582  =   0.99991114
 DI6271!UTM  17      -   0.99996531  x   1.00012552  =   1.00009083
 DI6271
 DI6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9333794772(NAD 83)
 DI6271
 DI6271                          SUPERSEDED SURVEY CONTROL
 DI6271
 DI6271  NAD 83(2007)-  42 22 39.94245(N)    083 30 36.77717(W) AD(2002.00) 1
 DI6271  ELLIP H (06/10/07)  221.180  (m)                       GP(2002.00) 4 1
 DI6271  NAVD 88             255.08   (m)          836.9    (f) LEVELING    3  
 DI6271
 DI6271.Superseded values are not recommended for survey control.
 DI6271
 DI6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6271.See file dsdata.pdf to determine how the superseded data were derived.
 DI6271
 DI6271_MARKER: DD = SURVEY DISK
 DI6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6271_STAMPING: 82601 2006
 DI6271_MARK LOGO: MIDT
 DI6271_PROJECTION: FLUSH
 DI6271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6271+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2025
 DI6271
 DI6271  HISTORY     - Date     Condition        Report By
 DI6271  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6271  HISTORY     - 20080912 GOOD             SPICE
 DI6271  HISTORY     - 20090805 GOOD             SPICE
 DI6271  HISTORY     - 20091109 GOOD             SPICE
 DI6271  HISTORY     - 20171114 GOOD             ADVGEO
 DI6271  HISTORY     - 20181101 GOOD             APSC
 DI6271  HISTORY     - 20250613 GOOD             MIDT
 DI6271
 DI6271                          STATION DESCRIPTION
 DI6271
 DI6271'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6271'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) WEST-NORTHWEST
 DI6271'PLYMOUTH, 3.9 MILES (6.28 KILOMETERS) SOUTHWEST OF NORTHVILLE, AND 4.1
 DI6271'MILES (6.6 KILOMETERS) SOUTHEAST OF SALEM, IN THE NORTHWEST QUADRANT
 DI6271'OF THE INTERSECTION OF NORTH TERRITORIAL ROAD WITH BECK ROAD.
 DI6271'
 DI6271'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH NORTH
 DI6271'TERRITORIAL ROAD, GO NORTH ON BECK ROAD FOR 17.1 METERS (56.0 FEET) TO
 DI6271'THE STATION ON THE LEFT.
 DI6271'
 DI6271'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6271'DISK STAMPED 82601 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6271'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 22.9 METERS (75.0
 DI6271'FEET) NORTH OF THE CENTERLINE OF NORTH TERRITORIAL ROAD, 21.5 METERS
 DI6271'(70.5 FEET) SOUTH OF THE EXTENDED CENTER OF A FIRE STATION DRIVE
 DI6271'ADDRESS--13600--, 16.9 METERS (55.6 FEET) NORTHEAST OF A PEDESTAL BOX,
 DI6271'5.9 METERS (19.5 FEET) NORTH OF THE EDGE OF A WALK, 1.6 METERS (5.4
 DI6271'FEET) WEST OF THE BACK OF A CURB FOR BECK ROAD, AND 0.99 METERS (3.2
 DI6271'FEET) WEST OF A CARSONITE WITNESS POST.
 DI6271
 DI6271                          STATION RECOVERY (2008)
 DI6271
 DI6271'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008
 DI6271'RECOVERED IN GOOD CONDITION.
 DI6271
 DI6271                          STATION RECOVERY (2009)
 DI6271
 DI6271'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6271'RECOVERED IN GOOD CONDITION.
 DI6271
 DI6271                          STATION RECOVERY (2009)
 DI6271
 DI6271'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6271'RECOVERED AS DESCRIBED
 DI6271
 DI6271                          STATION RECOVERY (2017)
 DI6271
 DI6271'RECOVERY NOTE BY ADVANCED GEOMATICS 2017 (CLF)
 DI6271'RECOVERED IN GOOD CONDITION.
 DI6271
 DI6271                          STATION RECOVERY (2018)
 DI6271
 DI6271'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6271'RECOVERED IN GOOD CONDITION.
 DI6271
 DI6271                          STATION RECOVERY (2025)
 DI6271
 DI6271'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6272 ***********************************************************************
 DI6272  DESIGNATION -  82602
 DI6272  PID         -  DI6272
 DI6272  STATE/COUNTY-  MI/WAYNE
 DI6272  COUNTRY     -  US
 DI6272  USGS QUAD   -  DENTON (2017)
 DI6272
 DI6272                         *CURRENT SURVEY CONTROL
 DI6272  ______________________________________________________________________
 DI6272* NAD 83(1986) POSITION- 42 21 17.     (N) 083 30 31.     (W)   SCALED
 DI6272* NAVD 88 ORTHO HEIGHT -   237.507 (meters)      779.22  (feet) ADJUSTED
 DI6272  ______________________________________________________________________
 DI6272  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 DI6272  DYNAMIC HEIGHT  -        237.437 (meters)      778.99  (feet) COMP
 DI6272  MODELED GRAVITY -    980,321.8   (mgal)                       NAVD 88
 DI6272
 DI6272  VERT ORDER      -  SECOND    CLASS I
 DI6272
 DI6272.The horizontal coordinates were scaled from a map and have
 DI6272.an estimated accuracy of +/- 6 seconds.
 DI6272
 DI6272.The orthometric height was determined by differential leveling and
 DI6272.adjusted by the NATIONAL GEODETIC SURVEY
 DI6272.in July 2007.
 DI6272
 DI6272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6272.GEOID18 height accuracy estimate available here.
 DI6272
 DI6272.Click photographs - Photos may exist for this station.
 DI6272
 DI6272.The dynamic height is computed by dividing the NAVD 88
 DI6272.geopotential number by the normal gravity value computed on the
 DI6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6272.degrees latitude (g = 980.6199 gals.).
 DI6272
 DI6272.The modeled gravity was interpolated from observed gravity values.
 DI6272
 DI6272;                    North         East    Units  Estimated Accuracy
 DI6272;SPC MI S     -    95,300.    4,070,690.      MT  (+/- 180 meters Scaled)
 DI6272
 DI6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933922(NAD 83)
 DI6272
 DI6272                          SUPERSEDED SURVEY CONTROL
 DI6272
 DI6272.No superseded survey control is available for this station.
 DI6272
 DI6272_MARKER: DD = SURVEY DISK
 DI6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6272_STAMPING: 82602 2006
 DI6272_MARK LOGO: MIDT
 DI6272_PROJECTION: FLUSH
 DI6272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6272+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2008
 DI6272
 DI6272  HISTORY     - Date     Condition        Report By
 DI6272  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6272  HISTORY     - 20080912 GOOD             SPICE
 DI6272  HISTORY     - 20171109 MARK NOT FOUND   ADVGEO
 DI6272
 DI6272                          STATION DESCRIPTION
 DI6272
 DI6272'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6272'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) SOUTHWEST OF
 DI6272'PLYMOUTH, 5.4 MILES (8.69 KILOMETERS) SOUTH-SOUTHWEST OF NORTHVILLE,
 DI6272'AND 3.1 MILES (4.99 KILOMETERS) NORTHWEST OF CANTON, IN THE SOUTHWEST
 DI6272'QUADRANT OF THE INTERSECTION OF EXTENDED STONECREST DRIVE WITH BECK
 DI6272'ROAD.
 DI6272'
 DI6272'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH STATE HIGHWAY
 DI6272'M-12 (MICHIGAN AVENUE), GO NORTH ON BECK ROAD FOR 6.1 MILES (9.82
 DI6272'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6272'
 DI6272'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6272'DISK STAMPED 82602 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6272'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 53.3 METERS
 DI6272'(175.0 FEET) SOUTH OF THE EXTENDED CENTERLINE OF STONECREST DRIVE,
 DI6272'36.1 METERS (118.5 FEET) NORTH OF THE CENTER OF PRIVATE
 DI6272'ENTRANCE--9201--, 27.7 METERS (91.0 FEET) SOUTH OF THE CENTER OF
 DI6272'PRIVATE ENTRANCE--9251--, 7.1 METERS (23.2 FEET) WEST OF THE
 DI6272'CENTERLINE OF BECK ROAD, AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6272'CARSONITE WITNESS POST.
 DI6272
 DI6272                          STATION RECOVERY (2008)
 DI6272
 DI6272'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008
 DI6272'RECOVERED IN GOOD CONDITION.
 DI6272
 DI6272                          STATION RECOVERY (2017)
 DI6272
 DI6272'RECOVERY NOTE BY ADVANCED GEOMATICS 2017 (IJK)
 DI6272'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6273 ***********************************************************************
 DI6273  DESIGNATION -  82603
 DI6273  PID         -  DI6273
 DI6273  STATE/COUNTY-  MI/WAYNE
 DI6273  COUNTRY     -  US
 DI6273  USGS QUAD   -  DENTON (2017)
 DI6273
 DI6273                         *CURRENT SURVEY CONTROL
 DI6273  ______________________________________________________________________
 DI6273* NAD 83(2011) POSITION- 42 18 50.46584(N) 083 30 25.13611(W)   ADJUSTED
 DI6273* NAD 83(2011) ELLIP HT-   180.466 (meters)        (06/27/12)   ADJUSTED
 DI6273* NAD 83(2011) EPOCH   -  2010.00
 DI6273* NAVD 88 ORTHO HEIGHT -   214.548 (meters)      703.90  (feet) ADJUSTED
 DI6273  ______________________________________________________________________
 DI6273  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 DI6273  NAD 83(2011) X  -    534,168.585 (meters)                     COMP
 DI6273  NAD 83(2011) Y  - -4,693,422.588 (meters)                     COMP
 DI6273  NAD 83(2011) Z  -  4,271,582.129 (meters)                     COMP
 DI6273  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DI6273  DYNAMIC HEIGHT  -        214.483 (meters)      703.68  (feet) COMP
 DI6273  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DI6273
 DI6273  VERT ORDER      -  SECOND    CLASS I
 DI6273
 DI6273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6273  Standards:
 DI6273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6273  -------------------------------------------------------------------
 DI6273  NETWORK    0.29   0.43           0.13   0.10   0.22      0.00080582
 DI6273  -------------------------------------------------------------------
 DI6273  Click here for local accuracies and other accuracy information.
 DI6273
 DI6273.The horizontal coordinates were established by GPS observations
 DI6273.and adjusted by the National Geodetic Survey in June 2012.
 DI6273
 DI6273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6273.been affixed to the stable North American tectonic plate. See 
 DI6273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6273
 DI6273.The horizontal coordinates are valid at the epoch date displayed above
 DI6273.which is a decimal equivalence of Year/Month/Day.
 DI6273
 DI6273.The orthometric height was determined by differential leveling and
 DI6273.adjusted by the NATIONAL GEODETIC SURVEY
 DI6273.in July 2007.
 DI6273
 DI6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6273.GEOID18 height accuracy estimate available here.
 DI6273
 DI6273.Click photographs - Photos may exist for this station.
 DI6273
 DI6273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6273
 DI6273.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6273
 DI6273.The ellipsoidal height was determined by GPS observations
 DI6273.and is referenced to NAD 83.
 DI6273
 DI6273.The dynamic height is computed by dividing the NAVD 88
 DI6273.geopotential number by the normal gravity value computed on the
 DI6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6273.degrees latitude (g = 980.6199 gals.).
 DI6273
 DI6273.The modeled gravity was interpolated from observed gravity values.
 DI6273
 DI6273. The following values were computed from the NAD 83(2011) position.
 DI6273
 DI6273;                    North         East     Units Scale Factor Converg.
 DI6273;SPC MI S     -    90,781.423 4,070,869.919   MT  0.99995620   +0 35 06.1
 DI6273;SPC MI S     -   297,839.31 13,355,872.44   iFT  0.99995620   +0 35 06.1
 DI6273;UTM  17      - 4,687,686.134   293,395.312   MT  1.00012523   -1 41 17.8
 DI6273
 DI6273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6273!SPC MI S     -   0.99997170  x   0.99995620  =   0.99992790
 DI6273!UTM  17      -   0.99997170  x   1.00012523  =   1.00009692
 DI6273
 DI6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9339587686(NAD 83)
 DI6273
 DI6273                          SUPERSEDED SURVEY CONTROL
 DI6273
 DI6273  NAD 83(2007)-  42 18 50.46603(N)    083 30 25.13690(W) AD(2002.00) 1
 DI6273  ELLIP H (06/10/07)  180.473  (m)                       GP(2002.00) 4 1
 DI6273  NAVD 88             214.55   (m)          703.9    (f) LEVELING    3  
 DI6273
 DI6273.Superseded values are not recommended for survey control.
 DI6273
 DI6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6273.See file dsdata.pdf to determine how the superseded data were derived.
 DI6273
 DI6273_MARKER: DD = SURVEY DISK
 DI6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6273_STAMPING: 82603 2006
 DI6273_MARK LOGO: MIDT
 DI6273_PROJECTION: FLUSH
 DI6273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6273+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2020
 DI6273
 DI6273  HISTORY     - Date     Condition        Report By
 DI6273  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6273  HISTORY     - 20190716 GOOD             FTCH
 DI6273  HISTORY     - 20200820 GOOD             MIDT
 DI6273
 DI6273                          STATION DESCRIPTION
 DI6273
 DI6273'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6273'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) WEST OF CANTON, 4.4
 DI6273'MILES (7.08 KILOMETERS) SOUTHWEST OF PLYMOUTH, AND 7.7 MILES (12.39
 DI6273'KILOMETERS) NORTH-NORTHWEST OF BELLEVILLE, IN THE SOUTHWEST QUADRANT
 DI6273'OF THE INTERSECTION OF BECK ROAD AND SALTZ ROAD.
 DI6273'
 DI6273'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH STATE HIGHWAY
 DI6273'M-12 (MICHIGAN AVENUE), GO NORTH ON BECK ROAD FOR 3.3 MILES (5.31
 DI6273'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6273'
 DI6273'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6273'DISK STAMPED 82603 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6273'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 30.9 METERS
 DI6273'(101.5 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE--1075--,
 DI6273'18.7 METERS (61.5 FEET) SOUTH OF THE CENTERLINE OF SALTZ ROAD, 5.2
 DI6273'METERS (17.2 FEET) SOUTHEAST OF A POWER POLE, 1.1 METERS (3.5 FEET)
 DI6273'WEST OF THE BACK OF A CURB FOR BECK ROAD, AND 0.99 METERS (3.2 FEET)
 DI6273'EAST OF A CARSONITE WITNESS POST.
 DI6273
 DI6273                          STATION RECOVERY (2019)
 DI6273
 DI6273'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2019 (AGB)
 DI6273'RECOVERED IN GOOD CONDITION.
 DI6273
 DI6273                          STATION RECOVERY (2020)
 DI6273
 DI6273'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6274 ***********************************************************************
 DI6274  DESIGNATION -  82604
 DI6274  PID         -  DI6274
 DI6274  STATE/COUNTY-  MI/WAYNE
 DI6274  COUNTRY     -  US
 DI6274  USGS QUAD   -  DENTON (2017)
 DI6274
 DI6274                         *CURRENT SURVEY CONTROL
 DI6274  ______________________________________________________________________
 DI6274* NAD 83(1986) POSITION- 42 17 29.     (N) 083 30 20.     (W)   SCALED
 DI6274* NAVD 88 ORTHO HEIGHT -   211.183 (meters)      692.86  (feet) ADJUSTED
 DI6274  ______________________________________________________________________
 DI6274  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 DI6274  DYNAMIC HEIGHT  -        211.119 (meters)      692.65  (feet) COMP
 DI6274  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 DI6274
 DI6274  VERT ORDER      -  SECOND    CLASS I
 DI6274
 DI6274.The horizontal coordinates were scaled from a map and have
 DI6274.an estimated accuracy of +/- 6 seconds.
 DI6274
 DI6274.The orthometric height was determined by differential leveling and
 DI6274.adjusted by the NATIONAL GEODETIC SURVEY
 DI6274.in July 2007.
 DI6274
 DI6274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6274.GEOID18 height accuracy estimate available here.
 DI6274
 DI6274.Click photographs - Photos may exist for this station.
 DI6274
 DI6274.The dynamic height is computed by dividing the NAVD 88
 DI6274.geopotential number by the normal gravity value computed on the
 DI6274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6274.degrees latitude (g = 980.6199 gals.).
 DI6274
 DI6274.The modeled gravity was interpolated from observed gravity values.
 DI6274
 DI6274;                    North         East    Units  Estimated Accuracy
 DI6274;SPC MI S     -    88,270.    4,071,010.      MT  (+/- 180 meters Scaled)
 DI6274
 DI6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG934851(NAD 83)
 DI6274
 DI6274                          SUPERSEDED SURVEY CONTROL
 DI6274
 DI6274.No superseded survey control is available for this station.
 DI6274
 DI6274_MARKER: DD = SURVEY DISK
 DI6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6274_STAMPING: 82604 2006
 DI6274_MARK LOGO: MIDT
 DI6274_PROJECTION: FLUSH
 DI6274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6274+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2009
 DI6274
 DI6274  HISTORY     - Date     Condition        Report By
 DI6274  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6274  HISTORY     - 20091215 GOOD             MCA
 DI6274
 DI6274                          STATION DESCRIPTION
 DI6274
 DI6274'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6274'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) SOUTHWEST OF
 DI6274'CANTON, 5.7 MILES (9.17 KILOMETERS) SOUTHWEST OF PLYMOUTH, AND 6.2
 DI6274'MILES (9.98 KILOMETERS) NORTH-NORTHWEST OF BELLEVILLE, LOCATED EAST OF
 DI6274'BECK ROAD AND BETWEEN CROWNDALE BOULEVARD AND WINDBRIDGE BOULEVARD.
 DI6274'
 DI6274'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH STATE HIGHWAY
 DI6274'M-12 (MICHIGAN AVENUE), GO NORTH ON BECK ROAD FOR 1.7 MILES (2.74
 DI6274'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6274'
 DI6274'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6274'DISK STAMPED 82604 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6274'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 205.7 METERS
 DI6274'(674.9 FEET) SOUTH OF CROWNDALE BOULEVARD, 141.7 METERS (465.0 FEET)
 DI6274'NORTH OF WINDBRIDGE BOULEVARD, 20.8 METERS (68.1 FEET) NORTH-NORTHWEST
 DI6274'OF THE TOP OF A FIRE HYDRANT, 8.8 METERS (28.8 FEET) EAST OF THE
 DI6274'CENTERLINE OF BECK ROAD, 7.5 METERS (24.5 FEET) WEST OF THE WEST EDGE
 DI6274'OF A WALK, AND 0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS
 DI6274'POST.
 DI6274
 DI6274                          STATION RECOVERY (2009)
 DI6274
 DI6274'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2009 (CCM)
 DI6274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6275 ***********************************************************************
 DI6275  DESIGNATION -  82605
 DI6275  PID         -  DI6275
 DI6275  STATE/COUNTY-  MI/WAYNE
 DI6275  COUNTRY     -  US
 DI6275  USGS QUAD   -  DENTON (2017)
 DI6275
 DI6275                         *CURRENT SURVEY CONTROL
 DI6275  ______________________________________________________________________
 DI6275* NAD 83(1986) POSITION- 42 16 06.     (N) 083 30 17.     (W)   SCALED
 DI6275* NAVD 88 ORTHO HEIGHT -   210.592 (meters)      690.92  (feet) ADJUSTED
 DI6275  ______________________________________________________________________
 DI6275  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 DI6275  DYNAMIC HEIGHT  -        210.528 (meters)      690.71  (feet) COMP
 DI6275  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 DI6275
 DI6275  VERT ORDER      -  SECOND    CLASS I
 DI6275
 DI6275.The horizontal coordinates were scaled from a map and have
 DI6275.an estimated accuracy of +/- 6 seconds.
 DI6275
 DI6275.The orthometric height was determined by differential leveling and
 DI6275.adjusted by the NATIONAL GEODETIC SURVEY
 DI6275.in July 2007.
 DI6275
 DI6275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6275.GEOID18 height accuracy estimate available here.
 DI6275
 DI6275.Click photographs - Photos may exist for this station.
 DI6275
 DI6275.The dynamic height is computed by dividing the NAVD 88
 DI6275.geopotential number by the normal gravity value computed on the
 DI6275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6275.degrees latitude (g = 980.6199 gals.).
 DI6275
 DI6275.The modeled gravity was interpolated from observed gravity values.
 DI6275
 DI6275;                    North         East    Units  Estimated Accuracy
 DI6275;SPC MI S     -    85,710.    4,071,110.      MT  (+/- 180 meters Scaled)
 DI6275
 DI6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG934826(NAD 83)
 DI6275
 DI6275                          SUPERSEDED SURVEY CONTROL
 DI6275
 DI6275.No superseded survey control is available for this station.
 DI6275
 DI6275_MARKER: DD = SURVEY DISK
 DI6275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6275_STAMPING: 82605 2006
 DI6275_MARK LOGO: MIDT
 DI6275_PROJECTION: FLUSH
 DI6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6275+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 DI6275
 DI6275  HISTORY     - Date     Condition        Report By
 DI6275  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6275  HISTORY     - 20200528 GOOD             MCA
 DI6275  HISTORY     - 20200708 GOOD             MCA
 DI6275
 DI6275                          STATION DESCRIPTION
 DI6275
 DI6275'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6275'THE STATION IS LOCATED 4.6 MILES (7.4 KILOMETERS) NORTH-NORTHWEST OF
 DI6275'BELLEVILLE, 6.1 MILES (9.82 KILOMETERS) WEST-SOUTHWEST OF WAYNE, AND
 DI6275'3.5 MILES (5.63 KILOMETERS) SOUTHWEST OF CANTON, LOCATED WEST OF BECK
 DI6275'ROAD AND BETWEEN STATE HIGHWAY M-12 (MICHIGAN AVENUE) AND SHERTONE
 DI6275'DRIVE.
 DI6275'
 DI6275'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH STATE HIGHWAY
 DI6275'M-12 (MICHIGAN AVENUE), GO NORTH ON BECK ROAD FOR 0.1 MILES (0.16
 DI6275'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6275'
 DI6275'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6275'DISK STAMPED 82605 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6275'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 143.3 METERS
 DI6275'(470.0 FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY M-12 (MICHIGAN
 DI6275'AVENUE), 129.5 METERS (425.0 FEET) SOUTH OF THE EXTENDED CENTER OF
 DI6275'PRIVATE ENTRANCE --4855--, 23.6 METERS (77.5 FEET) SOUTH-SOUTHEAST OF
 DI6275'A 4 INCH (10 CENTIMETER) VENT PIPE, 10.8 METERS (35.4 FEET) WEST OF
 DI6275'THE CENTERLINE OF BECK ROAD, 5.9 METERS (19.4 FEET) EAST OF THE EAST
 DI6275'EDGE OF A WALK, AND 0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS
 DI6275'POST.
 DI6275
 DI6275                          STATION RECOVERY (2020)
 DI6275
 DI6275'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6275'RECOVERED IN GOOD CONDITION.
 DI6275
 DI6275                          STATION RECOVERY (2020)
 DI6275
 DI6275'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6276 ***********************************************************************
 DI6276  DESIGNATION -  82606
 DI6276  PID         -  DI6276
 DI6276  STATE/COUNTY-  MI/WAYNE
 DI6276  COUNTRY     -  US
 DI6276  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6276
 DI6276                         *CURRENT SURVEY CONTROL
 DI6276  ______________________________________________________________________
 DI6276* NAD 83(1986) POSITION- 42 13 33.     (N) 083 30 13.     (W)   SCALED
 DI6276* NAVD 88 ORTHO HEIGHT -   211.872 (meters)      695.12  (feet) ADJUSTED
 DI6276  ______________________________________________________________________
 DI6276  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 DI6276  DYNAMIC HEIGHT  -        211.806 (meters)      694.90  (feet) COMP
 DI6276  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 DI6276
 DI6276  VERT ORDER      -  SECOND    CLASS I
 DI6276
 DI6276.The horizontal coordinates were scaled from a map and have
 DI6276.an estimated accuracy of +/- 6 seconds.
 DI6276
 DI6276.The orthometric height was determined by differential leveling and
 DI6276.adjusted by the NATIONAL GEODETIC SURVEY
 DI6276.in July 2007.
 DI6276
 DI6276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6276.GEOID18 height accuracy estimate available here.
 DI6276
 DI6276.Click photographs - Photos may exist for this station.
 DI6276
 DI6276.The dynamic height is computed by dividing the NAVD 88
 DI6276.geopotential number by the normal gravity value computed on the
 DI6276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6276.degrees latitude (g = 980.6199 gals.).
 DI6276
 DI6276.The modeled gravity was interpolated from observed gravity values.
 DI6276
 DI6276;                    North         East    Units  Estimated Accuracy
 DI6276;SPC MI S     -    80,990.    4,071,250.      MT  (+/- 180 meters Scaled)
 DI6276
 DI6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933778(NAD 83)
 DI6276
 DI6276                          SUPERSEDED SURVEY CONTROL
 DI6276
 DI6276.No superseded survey control is available for this station.
 DI6276
 DI6276_MARKER: DD = SURVEY DISK
 DI6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6276_STAMPING: 82606 2006
 DI6276_MARK LOGO: MIDT
 DI6276_PROJECTION: FLUSH
 DI6276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6276+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6276
 DI6276  HISTORY     - Date     Condition        Report By
 DI6276  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6276
 DI6276                          STATION DESCRIPTION
 DI6276
 DI6276'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6276'THE STATION IS LOCATED 1.7 MILES (2.74 KILOMETERS) NORTHWEST OF
 DI6276'BELLEVILLE, 5.5 MILES (8.85 KILOMETERS) NORTHEAST OF WILLIS, AND 6.3
 DI6276'MILES (10.14 KILOMETERS) SOUTH-SOUTHWEST OF CANTON, LOCATED IN THE
 DI6276'SOUTHEAST QUADRANT OF THE INTERSECTION OF MC BRIDE AVENUE WITH BECK
 DI6276'ROAD.
 DI6276'
 DI6276'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6276'BELLEVILLE ROAD, GO NORTH ON BELLEVILLE ROAD FOR 0.98 MILES (1.58
 DI6276'KILOMETERS) TO TYLER ROAD, TURN LEFT AND GO WEST ON TYLER ROAD FOR
 DI6276'0.92 MILES (1.48 KILOMETERS) TO BECK ROAD, TURN LEFT AND GO SOUTH ON
 DI6276'BECK ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6276'
 DI6276'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6276'DISK STAMPED 82606 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6276'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 28.0 METERS (92.0
 DI6276'FEET) SOUTH OF THE CENTERLINE OF MC BRIDE AVENUE, 26.5 METERS (86.8
 DI6276'FEET) EAST-SOUTHEAST OF A POWER POLE, 16.0 METERS (52.5 FEET) SOUTH OF
 DI6276'THE EXTENDED CENTER OF PRIVATE ENTRANCE--10430--, 8.4 METERS (27.7
 DI6276'FEET) EAST OF THE CENTERLINE OF BECK ROAD, AND 0.99 METERS (3.2 FEET)
 DI6276'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6277 ***********************************************************************
 DI6277  DESIGNATION -  82607
 DI6277  PID         -  DI6277
 DI6277  STATE/COUNTY-  MI/WAYNE
 DI6277  COUNTRY     -  US
 DI6277  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6277
 DI6277                         *CURRENT SURVEY CONTROL
 DI6277  ______________________________________________________________________
 DI6277* NAD 83(1986) POSITION- 42 13 09.     (N) 083 32 22.     (W)   SCALED
 DI6277* NAVD 88 ORTHO HEIGHT -   213.186 (meters)      699.43  (feet) ADJUSTED
 DI6277  ______________________________________________________________________
 DI6277  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 DI6277  DYNAMIC HEIGHT  -        213.119 (meters)      699.21  (feet) COMP
 DI6277  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 DI6277
 DI6277  VERT ORDER      -  SECOND    CLASS I
 DI6277
 DI6277.The horizontal coordinates were scaled from a map and have
 DI6277.an estimated accuracy of +/- 6 seconds.
 DI6277
 DI6277.The orthometric height was determined by differential leveling and
 DI6277.adjusted by the NATIONAL GEODETIC SURVEY
 DI6277.in July 2007.
 DI6277
 DI6277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6277.GEOID18 height accuracy estimate available here.
 DI6277
 DI6277.Click photographs - Photos may exist for this station.
 DI6277
 DI6277.The dynamic height is computed by dividing the NAVD 88
 DI6277.geopotential number by the normal gravity value computed on the
 DI6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6277.degrees latitude (g = 980.6199 gals.).
 DI6277
 DI6277.The modeled gravity was interpolated from observed gravity values.
 DI6277
 DI6277;                    North         East    Units  Estimated Accuracy
 DI6277;SPC MI S     -    80,220.    4,068,300.      MT  (+/- 180 meters Scaled)
 DI6277
 DI6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG904772(NAD 83)
 DI6277
 DI6277                          SUPERSEDED SURVEY CONTROL
 DI6277
 DI6277.No superseded survey control is available for this station.
 DI6277
 DI6277_MARKER: DD = SURVEY DISK
 DI6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6277_STAMPING: 82607 2006
 DI6277_MARK LOGO: MIDT
 DI6277_PROJECTION: FLUSH
 DI6277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6277+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6277
 DI6277  HISTORY     - Date     Condition        Report By
 DI6277  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6277
 DI6277                          STATION DESCRIPTION
 DI6277
 DI6277'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6277'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) NORTHEAST OF
 DI6277'BELLEVILLE, 4.3 MILES (6.92 KILOMETERS) NORTH-NORTHEAST OF WILLIS, AND
 DI6277'7.0 MILES (11.27 KILOMETERS) NORTHEAST OF WHITTAKER, LOCATED NORTH OF
 DI6277'INTERSTATE HIGHWAY-94 NORTH SERVICE DRIVE AND EAST OF OLD RAWSONVILLE
 DI6277'ROAD.
 DI6277'
 DI6277'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6277'INTERSTATE HIGHWAY-94, GO NORTH ON RAWSONVILLE ROAD FOR 0.2 MILES
 DI6277'(0.32 KILOMETERS) TO NORTH SERVICE DRIVE, TURN RIGHT AND GO EAST ON
 DI6277'NORTH SERVICE DRIVE FOR 0.4 MILES (0.64 KILOMETERS) TO THE STATION ON
 DI6277'THE LEFT.
 DI6277'
 DI6277'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6277'DISK STAMPED 82607 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6277'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.2 MILES (0.32
 DI6277'KILOMETERS) EAST OF PRIVATE ENTRANCE--51300--, 24.0 METERS (78.7 FEET)
 DI6277'EAST-SOUTHEAST OF A POWER POLE, 11.7 METERS (38.5 FEET) NORTH OF THE
 DI6277'CENTERLINE OF NORTH SERVICE DRIVE, 2.2 METERS (7.1 FEET) SOUTH OF THE
 DI6277'SOUTH EDGE OF A WALK, AND 0.6 METERS (2.0 FEET) SOUTH OF A CARSONITE
 DI6277'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6278 ***********************************************************************
 DI6278  DESIGNATION -  82608
 DI6278  PID         -  DI6278
 DI6278  STATE/COUNTY-  MI/WAYNE
 DI6278  COUNTRY     -  US
 DI6278  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6278
 DI6278                         *CURRENT SURVEY CONTROL
 DI6278  ______________________________________________________________________
 DI6278* NAD 83(1986) POSITION- 42 12 14.01   (N) 083 32 33.18   (W)   HD_HELD1
 DI6278* NAVD 88 ORTHO HEIGHT -   210.751 (meters)      691.44  (feet) ADJUSTED
 DI6278  ______________________________________________________________________
 DI6278  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 DI6278  DYNAMIC HEIGHT  -        210.684 (meters)      691.22  (feet) COMP
 DI6278  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 DI6278
 DI6278  VERT ORDER      -  SECOND    CLASS I
 DI6278
 DI6278.The horizontal coordinates were determined by differentially corrected
 DI6278.hand held GPS observations or other comparable positioning techniques
 DI6278.and have an estimated accuracy of +/- 3 meters.
 DI6278
 DI6278.The orthometric height was determined by differential leveling and
 DI6278.adjusted by the NATIONAL GEODETIC SURVEY
 DI6278.in July 2007.
 DI6278
 DI6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6278.GEOID18 height accuracy estimate available here.
 DI6278
 DI6278.Click photographs - Photos may exist for this station.
 DI6278
 DI6278.The dynamic height is computed by dividing the NAVD 88
 DI6278.geopotential number by the normal gravity value computed on the
 DI6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6278.degrees latitude (g = 980.6199 gals.).
 DI6278
 DI6278.The modeled gravity was interpolated from observed gravity values.
 DI6278
 DI6278;                    North         East    Units  Estimated Accuracy
 DI6278;SPC MI S     -    78,520.4   4,068,057.6     MT  (+/- 3 meters HH1 GPS) 
 DI6278
 DI6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9009875544(NAD 83)
 DI6278
 DI6278                          SUPERSEDED SURVEY CONTROL
 DI6278
 DI6278.No superseded survey control is available for this station.
 DI6278
 DI6278_MARKER: DD = SURVEY DISK
 DI6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6278_STAMPING: 82608 2006
 DI6278_MARK LOGO: MIDT
 DI6278_PROJECTION: FLUSH
 DI6278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6278+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2025
 DI6278
 DI6278  HISTORY     - Date     Condition        Report By
 DI6278  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6278  HISTORY     - 20251119 GOOD             MCA
 DI6278
 DI6278                          STATION DESCRIPTION
 DI6278
 DI6278'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6278'THE STATION IS LOCATED 3.0 MILES (4.83 KILOMETERS) WEST OF BELLEVILLE,
 DI6278'3.2 MILES (5.15 KILOMETERS) NORTH-NORTHEAST OF WILLIS, AND 6.0 MILES
 DI6278'(9.66 KILOMETERS) NORTHEAST OF WHITTAKER, IN THE NORTHEAST QUADRANT OF
 DI6278'THE INTERSECTION OF WEST HURON RIVER DRIVE AND RAWSONVILLE ROAD.    TO
 DI6278'REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6278'INTERSTATE HIGHWAY-94, GO SOUTH ON RAWSONVILLE ROAD FOR 1.0 MILE (1.61
 DI6278'KILOMETERS) TO WEST HURON RIVER ROAD, TURN LEFT AND GO EAST ON WEST
 DI6278'HURON RIVER ROAD FOR 45.7 METERS (150.0 FEET) TO THE STATION ON THE
 DI6278'LEFT.
 DI6278'
 DI6278'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6278'DISK STAMPED 82608 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6278'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6278'(150.0 FEET) EAST OF THE CENTERLINE OF RAWSONVILLE ROAD, 45.0 METERS
 DI6278'(147.5 FEET) WEST OF THE CENTER OF THE DRIVE FOR VICTORY LANE QUICK
 DI6278'OIL CHANGE AND CAR WASH ADDRESS--51300--, 15.8 METERS (51.9 FEET)
 DI6278'WEST-SOUTHWEST OF A POWER POLE, 3.5 METERS (11.5 FEET) NORTH OF THE
 DI6278'BACK OF A CURB, 3.4 METERS (11.0 FEET) SOUTH OF THE SOUTH EDGE OF A
 DI6278'WALK, AND 1.0 METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6278
 DI6278                          STATION RECOVERY (2025)
 DI6278
 DI6278'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DI6278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6279 ***********************************************************************
 DI6279  DESIGNATION -  82609
 DI6279  PID         -  DI6279
 DI6279  STATE/COUNTY-  MI/WAYNE
 DI6279  COUNTRY     -  US
 DI6279  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6279
 DI6279                         *CURRENT SURVEY CONTROL
 DI6279  ______________________________________________________________________
 DI6279* NAD 83(2011) POSITION- 42 09 31.46356(N) 083 32 28.96315(W)   ADJUSTED
 DI6279* NAD 83(2011) ELLIP HT-   175.103 (meters)        (06/27/12)   ADJUSTED
 DI6279* NAD 83(2011) EPOCH   -  2010.00
 DI6279* NAVD 88 ORTHO HEIGHT -   209.636 (meters)      687.78  (feet) ADJUSTED
 DI6279  ______________________________________________________________________
 DI6279  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 DI6279  NAD 83(2011) X  -    532,654.626 (meters)                     COMP
 DI6279  NAD 83(2011) Y  - -4,705,259.155 (meters)                     COMP
 DI6279  NAD 83(2011) Z  -  4,258,808.135 (meters)                     COMP
 DI6279  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DI6279  DYNAMIC HEIGHT  -        209.568 (meters)      687.56  (feet) COMP
 DI6279  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 DI6279
 DI6279  VERT ORDER      -  SECOND    CLASS I
 DI6279
 DI6279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6279  Standards:
 DI6279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6279  -------------------------------------------------------------------
 DI6279  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.03557896
 DI6279  -------------------------------------------------------------------
 DI6279  Click here for local accuracies and other accuracy information.
 DI6279
 DI6279.The horizontal coordinates were established by GPS observations
 DI6279.and adjusted by the National Geodetic Survey in June 2012.
 DI6279
 DI6279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6279.been affixed to the stable North American tectonic plate. See 
 DI6279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6279
 DI6279.The horizontal coordinates are valid at the epoch date displayed above
 DI6279.which is a decimal equivalence of Year/Month/Day.
 DI6279
 DI6279.The orthometric height was determined by differential leveling and
 DI6279.adjusted by the NATIONAL GEODETIC SURVEY
 DI6279.in July 2007.
 DI6279
 DI6279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6279.GEOID18 height accuracy estimate available here.
 DI6279
 DI6279.Click photographs - Photos may exist for this station.
 DI6279
 DI6279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6279
 DI6279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6279
 DI6279.The ellipsoidal height was determined by GPS observations
 DI6279.and is referenced to NAD 83.
 DI6279
 DI6279.The dynamic height is computed by dividing the NAVD 88
 DI6279.geopotential number by the normal gravity value computed on the
 DI6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6279.degrees latitude (g = 980.6199 gals.).
 DI6279
 DI6279.The modeled gravity was interpolated from observed gravity values.
 DI6279
 DI6279. The following values were computed from the NAD 83(2011) position.
 DI6279
 DI6279;                    North         East     Units Scale Factor Converg.
 DI6279;SPC MI S     -    73,506.385 4,068,203.534   MT  0.99998661   +0 33 41.9
 DI6279;SPC MI S     -   241,162.68 13,347,124.46   iFT  0.99998661   +0 33 41.9
 DI6279;UTM  17      - 4,670,527.506   290,046.033   MT  1.00014242   -1 42 22.9
 DI6279
 DI6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6279!SPC MI S     -   0.99997254  x   0.99998661  =   0.99995915
 DI6279!UTM  17      -   0.99997254  x   1.00014242  =   1.00011495
 DI6279
 DI6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9004670527(NAD 83)
 DI6279
 DI6279                          SUPERSEDED SURVEY CONTROL
 DI6279
 DI6279  NAD 83(2007)-  42 09 31.46379(N)    083 32 28.96384(W) AD(2002.00) 1
 DI6279  ELLIP H (06/10/07)  175.110  (m)                       GP(2002.00) 4 1
 DI6279  NAVD 88             209.64   (m)          687.8    (f) LEVELING    3  
 DI6279
 DI6279.Superseded values are not recommended for survey control.
 DI6279
 DI6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6279.See file dsdata.pdf to determine how the superseded data were derived.
 DI6279
 DI6279_MARKER: DD = SURVEY DISK
 DI6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6279_STAMPING: 82609 2006
 DI6279_MARK LOGO: MIDT
 DI6279_PROJECTION: FLUSH
 DI6279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6279+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2025
 DI6279
 DI6279  HISTORY     - Date     Condition        Report By
 DI6279  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6279  HISTORY     - 20210505 GOOD             MI-161
 DI6279  HISTORY     - 20251119 GOOD             MCA
 DI6279  HISTORY     - 20251125 GOOD             ADVGEO
 DI6279
 DI6279                          STATION DESCRIPTION
 DI6279
 DI6279'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6279'THE STATION IS LOCATED 0.8 MILES (1.29 KILOMETERS) EAST OF WILLIS, 3.7
 DI6279'MILES (5.95 KILOMETERS) NORTHEAST OF WHITTAKER, AND 4.3 MILES (6.92
 DI6279'KILOMETERS) SOUTHWEST OF BELLEVILLE, IN THE NORTHEAST QUADRANT OF THE
 DI6279'INTERSECTION OF WILLIS ROAD WITH RAWSONVILLE ROAD.
 DI6279'
 DI6279'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6279'INTERSTATE HIGHWAY-94, GO SOUTH ON RAWSONVILLE ROAD FOR 4.2 MILES
 DI6279'(6.76 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6279'
 DI6279'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6279'DISK STAMPED 82609 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6279'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 15.7 METERS (51.6
 DI6279'FEET) EAST OF THE CENTERLINE OF RAWSONVILLE ROAD, 12.0 METERS (39.5
 DI6279'FEET) NORTH OF THE CENTERLINE OF WILLIS ROAD, 5.1 METERS (16.6 FEET)
 DI6279'SOUTH-SOUTHEAST OF A PIPE SET IN A CONCRETE SLAB, 3.4 METERS (11.3
 DI6279'FEET) NORTHWEST OF THE CENTER OF A MANHOLE, 1.0 METER (3.25 FEET)
 DI6279'NORTH OF A CARSONITE WITNESS POST, AND LOCATED NEAR THE SOUTHWEST EDGE
 DI6279'OF A PARKING LOT FOR RED ROOSTER BAR AND PIZZERIA.
 DI6279
 DI6279                          STATION RECOVERY (2021)
 DI6279
 DI6279'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 DI6279'RECOVERED IN GOOD CONDITION.
 DI6279
 DI6279                          STATION RECOVERY (2025)
 DI6279
 DI6279'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DI6279'RECOVERED IN GOOD CONDITION.
 DI6279
 DI6279                          STATION RECOVERY (2025)
 DI6279
 DI6279'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (JF)
 DI6279'CARSONITE POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6396 ***********************************************************************
 DI6396  DESIGNATION -  82610
 DI6396  PID         -  DI6396
 DI6396  STATE/COUNTY-  MI/WAYNE
 DI6396  COUNTRY     -  US
 DI6396  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6396
 DI6396                         *CURRENT SURVEY CONTROL
 DI6396  ______________________________________________________________________
 DI6396* NAD 83(2011) POSITION- 42 08 14.89707(N) 083 32 27.00953(W)   ADJUSTED
 DI6396* NAD 83(2011) ELLIP HT-   171.267 (meters)        (06/27/12)   ADJUSTED
 DI6396* NAD 83(2011) EPOCH   -  2010.00
 DI6396* NAVD 88 ORTHO HEIGHT -   205.850 (meters)      675.36  (feet) ADJUSTED
 DI6396  ______________________________________________________________________
 DI6396  GEOID HEIGHT    -        -34.595 (meters)                     GEOID18
 DI6396  NAD 83(2011) X  -    532,877.215 (meters)                     COMP
 DI6396  NAD 83(2011) Y  - -4,706,826.564 (meters)                     COMP
 DI6396  NAD 83(2011) Z  -  4,257,053.985 (meters)                     COMP
 DI6396  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 DI6396  DYNAMIC HEIGHT  -        205.783 (meters)      675.14  (feet) COMP
 DI6396  MODELED GRAVITY -    980,289.7   (mgal)                       NAVD 88
 DI6396
 DI6396  VERT ORDER      -  FIRST     CLASS II
 DI6396
 DI6396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6396  Standards:
 DI6396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6396  -------------------------------------------------------------------
 DI6396  NETWORK    0.41   0.55           0.18   0.15   0.28      0.09419977
 DI6396  -------------------------------------------------------------------
 DI6396  Click here for local accuracies and other accuracy information.
 DI6396
 DI6396.The horizontal coordinates were established by GPS observations
 DI6396.and adjusted by the National Geodetic Survey in June 2012.
 DI6396
 DI6396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6396.been affixed to the stable North American tectonic plate. See 
 DI6396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6396
 DI6396.The horizontal coordinates are valid at the epoch date displayed above
 DI6396.which is a decimal equivalence of Year/Month/Day.
 DI6396
 DI6396.The orthometric height was determined by differential leveling and
 DI6396.adjusted by the NATIONAL GEODETIC SURVEY
 DI6396.in July 2007.
 DI6396
 DI6396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6396.GEOID18 height accuracy estimate available here.
 DI6396
 DI6396.Click photographs - Photos may exist for this station.
 DI6396
 DI6396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6396
 DI6396.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6396
 DI6396.The ellipsoidal height was determined by GPS observations
 DI6396.and is referenced to NAD 83.
 DI6396
 DI6396.The dynamic height is computed by dividing the NAVD 88
 DI6396.geopotential number by the normal gravity value computed on the
 DI6396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6396.degrees latitude (g = 980.6199 gals.).
 DI6396
 DI6396.The modeled gravity was interpolated from observed gravity values.
 DI6396
 DI6396. The following values were computed from the NAD 83(2011) position.
 DI6396
 DI6396;                    North         East     Units Scale Factor Converg.
 DI6396;SPC MI S     -    71,144.545 4,068,271.552   MT  0.99999134   +0 33 43.2
 DI6396;SPC MI S     -   233,413.86 13,347,347.61   iFT  0.99999134   +0 33 43.2
 DI6396;UTM  17      - 4,668,164.461   290,020.541   MT  1.00014255   -1 42 19.1
 DI6396
 DI6396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6396!SPC MI S     -   0.99997314  x   0.99999134  =   0.99996448
 DI6396!UTM  17      -   0.99997314  x   1.00014255  =   1.00011569
 DI6396
 DI6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9002068164(NAD 83)
 DI6396
 DI6396                          SUPERSEDED SURVEY CONTROL
 DI6396
 DI6396  NAD 83(2007)-  42 08 14.89734(N)    083 32 27.01022(W) AD(2002.00) B
 DI6396  ELLIP H (10/23/09)  171.297  (m)                       GP(2002.00) 3 1
 DI6396
 DI6396.Superseded values are not recommended for survey control.
 DI6396
 DI6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6396.See file dsdata.pdf to determine how the superseded data were derived.
 DI6396
 DI6396_MARKER: DD = SURVEY DISK
 DI6396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6396_STAMPING: 82610 2006
 DI6396_MARK LOGO: MIDT
 DI6396_PROJECTION: FLUSH
 DI6396_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6396+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2025
 DI6396
 DI6396  HISTORY     - Date     Condition        Report By
 DI6396  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6396  HISTORY     - 20080707 GOOD             COLEM
 DI6396  HISTORY     - 20200729 GOOD             MIDT
 DI6396  HISTORY     - 20251125 GOOD             ADVGEO
 DI6396
 DI6396                          STATION DESCRIPTION
 DI6396
 DI6396'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6396'THE STATION IS LOCATED 1.9 MILES (3.06 KILOMETERS) SOUTHEAST OF
 DI6396'WILLIS, 3.1 MILES (4.99 KILOMETERS) EAST OF WHITTAKER, AND 5.6 MILES
 DI6396'(9.01 KILOMETERS) SOUTHWEST OF BELLEVILLE, LOCATED EAST OF RAWSONVILLE
 DI6396'ROAD AND BETWEEN EYVIND DRIVE AND RUSTIC LANE NORTH.
 DI6396'
 DI6396'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6396'OAKVILLE WALTZ ROAD, GO NORTH ON RAWSONVILLE ROAD FOR 3.6 MILES (5.79
 DI6396'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6396'
 DI6396'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6396'DISK STAMPED 82610 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6396'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 42.7 METERS
 DI6396'(140.0 FEET) NORTH OF THE CENTER OF PRIVATE ENTRANCE--10481--, 11.9
 DI6396'METERS (39.1 FEET) SOUTH-SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 6.0
 DI6396'METERS (19.8 FEET) EAST OF THE CENTERLINE OF RAWSONVILLE ROAD, 2.7
 DI6396'METERS (8.7 FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE--10471--,
 DI6396'AND 1.0 METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6396
 DI6396                          STATION RECOVERY (2008)
 DI6396
 DI6396'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6396'RECOVERED AS DESCRIBED.
 DI6396
 DI6396                          STATION RECOVERY (2020)
 DI6396
 DI6396'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6396'RECOVERED IN GOOD CONDITION.
 DI6396
 DI6396                          STATION RECOVERY (2025)
 DI6396
 DI6396'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (JF)
 DI6396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6280 ***********************************************************************
 DI6280  DESIGNATION -  82611
 DI6280  PID         -  DI6280
 DI6280  STATE/COUNTY-  MI/WAYNE
 DI6280  COUNTRY     -  US
 DI6280  USGS QUAD   -  MAYBEE (2017)
 DI6280
 DI6280                         *CURRENT SURVEY CONTROL
 DI6280  ______________________________________________________________________
 DI6280* NAD 83(2011) POSITION- 42 06 54.56400(N) 083 32 24.40235(W)   ADJUSTED
 DI6280* NAD 83(2011) ELLIP HT-   168.267 (meters)        (09/09/16)   ADJUSTED
 DI6280* NAD 83(2011) EPOCH   -  2010.00
 DI6280* NAVD 88 ORTHO HEIGHT -   202.942 (meters)      665.82  (feet) ADJUSTED
 DI6280  ______________________________________________________________________
 DI6280  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 DI6280  NAD 83(2011) X  -    533,123.517 (meters)                     COMP
 DI6280  NAD 83(2011) Y  - -4,708,469.687 (meters)                     COMP
 DI6280  NAD 83(2011) Z  -  4,255,213.606 (meters)                     COMP
 DI6280  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DI6280  DYNAMIC HEIGHT  -        202.875 (meters)      665.60  (feet) COMP
 DI6280  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 DI6280
 DI6280  VERT ORDER      -  FIRST     CLASS II
 DI6280
 DI6280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6280  Standards:
 DI6280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6280  -------------------------------------------------------------------
 DI6280  NETWORK    0.46   1.71           0.21   0.16   0.87      0.05948462
 DI6280  -------------------------------------------------------------------
 DI6280  Click here for local accuracies and other accuracy information.
 DI6280
 DI6280.The horizontal coordinates were established by GPS observations
 DI6280.and adjusted by the GEOPRO CONSULTANTS LLC in September 2016.
 DI6280
 DI6280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6280.been affixed to the stable North American tectonic plate. See 
 DI6280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6280
 DI6280.The horizontal coordinates are valid at the epoch date displayed above
 DI6280.which is a decimal equivalence of Year/Month/Day.
 DI6280
 DI6280.The orthometric height was determined by differential leveling and
 DI6280.adjusted by the NATIONAL GEODETIC SURVEY
 DI6280.in July 2007.
 DI6280
 DI6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6280.GEOID18 height accuracy estimate available here.
 DI6280
 DI6280.Click photographs - Photos may exist for this station.
 DI6280
 DI6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6280
 DI6280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6280
 DI6280.The ellipsoidal height was determined by GPS observations
 DI6280.and is referenced to NAD 83.
 DI6280
 DI6280.The dynamic height is computed by dividing the NAVD 88
 DI6280.geopotential number by the normal gravity value computed on the
 DI6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6280.degrees latitude (g = 980.6199 gals.).
 DI6280
 DI6280.The modeled gravity was interpolated from observed gravity values.
 DI6280
 DI6280. The following values were computed from the NAD 83(2011) position.
 DI6280
 DI6280;                    North         East     Units Scale Factor Converg.
 DI6280;SPC MI S     -    68,666.641 4,068,355.754   MT  0.99999645   +0 33 45.0
 DI6280;SPC MI S     -   225,284.26 13,347,623.86   iFT  0.99999645   +0 33 45.0
 DI6280;UTM  17      - 4,665,684.797   290,006.661   MT  1.00014263   -1 42 14.7
 DI6280
 DI6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6280!SPC MI S     -   0.99997361  x   0.99999645  =   0.99997006
 DI6280!UTM  17      -   0.99997361  x   1.00014263  =   1.00011624
 DI6280
 DI6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9000665684(NAD 83)
 DI6280
 DI6280                          SUPERSEDED SURVEY CONTROL
 DI6280
 DI6280.No superseded survey control is available for this station.
 DI6280
 DI6280_MARKER: DD = SURVEY DISK
 DI6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6280_STAMPING: 82611 2006
 DI6280_MARK LOGO: MIDT
 DI6280_PROJECTION: FLUSH
 DI6280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6280+STABILITY: SURFACE MOTION
 DI6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6280+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2016
 DI6280
 DI6280  HISTORY     - Date     Condition        Report By
 DI6280  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6280  HISTORY     - 20080707 GOOD             COLEM
 DI6280  HISTORY     - 20150221 GOOD             GEOPRO
 DI6280  HISTORY     - 20160309 GOOD             GEOPRO
 DI6280
 DI6280                          STATION DESCRIPTION
 DI6280
 DI6280'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6280'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) EAST-SOUTHEAST OF
 DI6280'WHITTAKER, 7.6 MILES (12.23 KILOMETERS) EAST-NORTHEAST OF MILAN, AND
 DI6280'7.8 MILES (12.55 KILOMETERS) NORTH-NORTHWEST OF MAYBEE, IN THE
 DI6280'NORTHEAST QUADRANT OF THE INTERSECTION OF WILLOW ROAD WITH RAWSONVILLE
 DI6280'ROAD.
 DI6280'
 DI6280'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6280'OAKVILLE WALTZ ROAD, GO NORTH ON RAWSONVILLE ROAD FOR 2.0 MILES (3.22
 DI6280'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6280'
 DI6280'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6280'DISK STAMPED 82611 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6280'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 50.6 METERS
 DI6280'(166.0 FEET) SOUTH OF PRIVATE ENTRANCE--11901--, 38.6 METERS (126.5
 DI6280'FEET) NORTH OF THE CENTERLINE OF WILLOW ROAD, 26.8 METERS (87.8 FEET)
 DI6280'NORTH-NORTHWEST OF A PEDESTAL BOX, 9.4 METERS (31.0 FEET) EAST OF THE
 DI6280'CENTERLINE OF RAWSONVILLE ROAD, AND 1.0 METER (3.25 FEET) EAST OF A
 DI6280'CARSONITE WITNESS POST.
 DI6280
 DI6280                          STATION RECOVERY (2008)
 DI6280
 DI6280'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6280'RECOVERED AS DESCRIBED.
 DI6280
 DI6280                          STATION RECOVERY (2015)
 DI6280
 DI6280'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (SML)
 DI6280'RECOVERED AS DESCRIBED
 DI6280
 DI6280                          STATION RECOVERY (2016)
 DI6280
 DI6280'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2016 (SML)
 DI6280'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6397 ***********************************************************************
 DI6397  DESIGNATION -  82612
 DI6397  PID         -  DI6397
 DI6397  STATE/COUNTY-  MI/WAYNE
 DI6397  COUNTRY     -  US
 DI6397  USGS QUAD   -  MAYBEE (2017)
 DI6397
 DI6397                         *CURRENT SURVEY CONTROL
 DI6397  ______________________________________________________________________
 DI6397* NAD 83(2011) POSITION- 42 05 08.58560(N) 083 32 21.40547(W)   ADJUSTED
 DI6397* NAD 83(2011) ELLIP HT-   163.759 (meters)        (06/27/12)   ADJUSTED
 DI6397* NAD 83(2011) EPOCH   -  2010.00
 DI6397* NAVD 88 ORTHO HEIGHT -   198.510 (meters)      651.28  (feet) ADJUSTED
 DI6397  ______________________________________________________________________
 DI6397  GEOID HEIGHT    -        -34.752 (meters)                     GEOID18
 DI6397  NAD 83(2011) X  -    533,438.232 (meters)                     COMP
 DI6397  NAD 83(2011) Y  - -4,710,636.985 (meters)                     COMP
 DI6397  NAD 83(2011) Z  -  4,252,784.364 (meters)                     COMP
 DI6397  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DI6397  DYNAMIC HEIGHT  -        198.443 (meters)      651.06  (feet) COMP
 DI6397  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 DI6397
 DI6397  VERT ORDER      -  FIRST     CLASS II
 DI6397
 DI6397  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6397  Standards:
 DI6397         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6397            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6397  -------------------------------------------------------------------
 DI6397  NETWORK    0.24   0.35           0.11   0.08   0.18      0.00874174
 DI6397  -------------------------------------------------------------------
 DI6397  Click here for local accuracies and other accuracy information.
 DI6397
 DI6397.The horizontal coordinates were established by GPS observations
 DI6397.and adjusted by the National Geodetic Survey in June 2012.
 DI6397
 DI6397.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6397.been affixed to the stable North American tectonic plate. See 
 DI6397.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6397
 DI6397.The horizontal coordinates are valid at the epoch date displayed above
 DI6397.which is a decimal equivalence of Year/Month/Day.
 DI6397
 DI6397.The orthometric height was determined by differential leveling and
 DI6397.adjusted by the NATIONAL GEODETIC SURVEY
 DI6397.in July 2007.
 DI6397
 DI6397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6397.GEOID18 height accuracy estimate available here.
 DI6397
 DI6397.Click photographs - Photos may exist for this station.
 DI6397
 DI6397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6397
 DI6397.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6397
 DI6397.The ellipsoidal height was determined by GPS observations
 DI6397.and is referenced to NAD 83.
 DI6397
 DI6397.The dynamic height is computed by dividing the NAVD 88
 DI6397.geopotential number by the normal gravity value computed on the
 DI6397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6397.degrees latitude (g = 980.6199 gals.).
 DI6397
 DI6397.The modeled gravity was interpolated from observed gravity values.
 DI6397
 DI6397. The following values were computed from the NAD 83(2011) position.
 DI6397
 DI6397;                    North         East     Units Scale Factor Converg.
 DI6397;SPC MI S     -    65,397.593 4,068,456.730   MT  1.00000341   +0 33 47.0
 DI6397;SPC MI S     -   214,559.03 13,347,955.15   iFT  1.00000341   +0 33 47.0
 DI6397;UTM  17      - 4,662,413.846   289,978.295   MT  1.00014278   -1 42 09.2
 DI6397
 DI6397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6397!SPC MI S     -   0.99997432  x   1.00000341  =   0.99997773
 DI6397!UTM  17      -   0.99997432  x   1.00014278  =   1.00011709
 DI6397
 DI6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8997862413(NAD 83)
 DI6397
 DI6397                          SUPERSEDED SURVEY CONTROL
 DI6397
 DI6397  NAD 83(2007)-  42 05 08.58590(N)    083 32 21.40615(W) AD(2002.00) B
 DI6397  ELLIP H (10/23/09)  163.790  (m)                       GP(2002.00) 3 1
 DI6397  NAD 83(2007)-  42 05 08.58559(N)    083 32 21.40618(W) AD(2002.00) 1
 DI6397  ELLIP H (06/10/07)  163.768  (m)                       GP(2002.00) 4 1
 DI6397  NAVD 88             198.51   (m)          651.3    (f) LEVELING    3  
 DI6397
 DI6397.Superseded values are not recommended for survey control.
 DI6397
 DI6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6397.See file dsdata.pdf to determine how the superseded data were derived.
 DI6397
 DI6397_MARKER: DD = SURVEY DISK
 DI6397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6397_STAMPING: 82612 2006
 DI6397_MARK LOGO: MIDT
 DI6397_PROJECTION: FLUSH
 DI6397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6397+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2025
 DI6397
 DI6397  HISTORY     - Date     Condition        Report By
 DI6397  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6397  HISTORY     - 20080707 GOOD             COLEM
 DI6397  HISTORY     - 20210726 GOOD             MI-161
 DI6397  HISTORY     - 20251119 GOOD             MCA
 DI6397
 DI6397                          STATION DESCRIPTION
 DI6397
 DI6397'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6397'THE STATION IS LOCATED 5.8 MILES (9.33 KILOMETERS) NORTH-NORTHWEST OF
 DI6397'MAYBEE, 4.3 MILES (6.92 KILOMETERS) SOUTHEAST OF WHITTAKER, AND 5.1
 DI6397'MILES (8.21 KILOMETERS) SOUTH-SOUTHEAST OF WILLIS, LOCATED IN THE
 DI6397'NORTHEAST QUADRANT OF THE INTERSECTION OF OAKVILLE WALTZ ROAD WITH
 DI6397'RAWSONVILLE ROAD.
 DI6397'
 DI6397'TO REACH THE STATION FROM THE INTERSECTION OF CLARK ROAD AND EXETER
 DI6397'ROAD WITH OAKVILLE WALTZ ROAD, GO WEST ON OAKVILLE WALTZ ROAD FOR 6.1
 DI6397'MILES (9.8 KILOMETERS) TO RAWSONVILLE ROAD AND THE STATION ON THE
 DI6397'RIGHT.
 DI6397'
 DI6397'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6397'DISK STAMPED 82612 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6397'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 22.9 METERS (75.1
 DI6397'FEET) EAST-NORTHEAST OF THE CENTER OF THE EASTERLY MOST PRIVATE
 DI6397'ENTRANCE--8804--, 15.2 METERS (50.0 FEET) NORTH OF THE CENTERLINE OF
 DI6397'OAKVILLE WALTZ ROAD, 10.4 METERS (34.2 FEET) EAST OF THE CENTERLINE OF
 DI6397'RAWSONVILLE ROAD, 5.8 METERS (18.9 FEET) NORTHEAST OF THE CENTER OF A
 DI6397'MANHOLE, AND 1.0 METER (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6397
 DI6397                          STATION RECOVERY (2008)
 DI6397
 DI6397'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DI6397'RECOVERED AS DESCRIBED.
 DI6397
 DI6397                          STATION RECOVERY (2021)
 DI6397
 DI6397'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 DI6397'RECOVERED IN GOOD CONDITION.
 DI6397
 DI6397                          STATION RECOVERY (2025)
 DI6397
 DI6397'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 DI6397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6281 ***********************************************************************
 DI6281  DESIGNATION -  82613
 DI6281  PID         -  DI6281
 DI6281  STATE/COUNTY-  MI/WAYNE
 DI6281  COUNTRY     -  US
 DI6281  USGS QUAD   -  CARLETON (2017)
 DI6281
 DI6281                         *CURRENT SURVEY CONTROL
 DI6281  ______________________________________________________________________
 DI6281* NAD 83(1986) POSITION- 42 05 12.     (N) 083 29 26.     (W)   SCALED
 DI6281* NAVD 88 ORTHO HEIGHT -   194.001 (meters)      636.48  (feet) ADJUSTED
 DI6281  ______________________________________________________________________
 DI6281  GEOID HEIGHT    -        -34.770 (meters)                     GEOID18
 DI6281  DYNAMIC HEIGHT  -        193.936 (meters)      636.27  (feet) COMP
 DI6281  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 DI6281
 DI6281  VERT ORDER      -  SECOND    CLASS I
 DI6281
 DI6281.The horizontal coordinates were scaled from a map and have
 DI6281.an estimated accuracy of +/- 6 seconds.
 DI6281
 DI6281.The orthometric height was determined by differential leveling and
 DI6281.adjusted by the NATIONAL GEODETIC SURVEY
 DI6281.in July 2007.
 DI6281
 DI6281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6281.GEOID18 height accuracy estimate available here.
 DI6281
 DI6281.Click photographs - Photos may exist for this station.
 DI6281
 DI6281.The dynamic height is computed by dividing the NAVD 88
 DI6281.geopotential number by the normal gravity value computed on the
 DI6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6281.degrees latitude (g = 980.6199 gals.).
 DI6281
 DI6281.The modeled gravity was interpolated from observed gravity values.
 DI6281
 DI6281;                    North         East    Units  Estimated Accuracy
 DI6281;SPC MI S     -    65,540.    4,072,490.      MT  (+/- 180 meters Scaled)
 DI6281
 DI6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG940624(NAD 83)
 DI6281
 DI6281                          SUPERSEDED SURVEY CONTROL
 DI6281
 DI6281.No superseded survey control is available for this station.
 DI6281
 DI6281_MARKER: DD = SURVEY DISK
 DI6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6281_STAMPING: 82613 2006
 DI6281_MARK LOGO: MIDT
 DI6281_PROJECTION: FLUSH
 DI6281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6281+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6281
 DI6281  HISTORY     - Date     Condition        Report By
 DI6281  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6281
 DI6281                          STATION DESCRIPTION
 DI6281
 DI6281'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6281'THE STATION IS LOCATED 6.0 MILES (9.66 KILOMETERS) SOUTHEAST OF
 DI6281'WILLIS, 8.2 MILES (13.2 KILOMETERS) SOUTH OF BELLEVILLE, AND 6.9 MILES
 DI6281'(11.1 KILOMETERS) SOUTHWEST OF NEW BOSTON, LOCATED NORTH OF OAKVILLE
 DI6281'WALTZ ROAD AND BETWEEN ELWELL ROAD AND SUMPTER ROAD.
 DI6281'
 DI6281'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6281'OAKVILLE WALTZ ROAD, GO EAST ON OAKVILLE WALTZ ROAD FOR 2.6 MILES
 DI6281'(4.18 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6281'
 DI6281'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6281'DISK STAMPED 82612 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6281'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 731.5 METERS
 DI6281'(2400.0 FEET) EAST OF ELWELL ROAD, 22.4 METERS (73.4 FEET) WEST OF THE
 DI6281'CENTER OF PRIVATE ENTRANCE--6480--, 17.6 METERS (57.7 FEET) EAST OF
 DI6281'THE CENTER OF PRIVATE ENTRANCE--6482--, 17.4 METERS (57.2 FEET)
 DI6281'NORTHEAST OF A POWER POLE, 6.3 METERS (20.8 FEET) NORTH OF THE
 DI6281'CENTERLINE OF OAKVILLE WALTZ ROAD, AND 1.0 METERS (3.25 FEET) NORTH OF
 DI6281'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6282 ***********************************************************************
 DI6282  DESIGNATION -  82614
 DI6282  PID         -  DI6282
 DI6282  STATE/COUNTY-  MI/WAYNE
 DI6282  COUNTRY     -  US
 DI6282  USGS QUAD   -  CARLETON (2017)
 DI6282
 DI6282                         *CURRENT SURVEY CONTROL
 DI6282  ______________________________________________________________________
 DI6282* NAD 83(2011) POSITION- 42 05 14.39820(N) 083 27 35.80758(W)   ADJUSTED
 DI6282* NAD 83(2011) ELLIP HT-   157.673 (meters)        (06/27/12)   ADJUSTED
 DI6282* NAD 83(2011) EPOCH   -  2010.00
 DI6282* NAVD 88 ORTHO HEIGHT -   192.451 (meters)      631.40  (feet) ADJUSTED
 DI6282  ______________________________________________________________________
 DI6282  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 DI6282  NAD 83(2011) X  -    539,945.944 (meters)                     COMP
 DI6282  NAD 83(2011) Y  - -4,709,769.949 (meters)                     COMP
 DI6282  NAD 83(2011) Z  -  4,252,913.385 (meters)                     COMP
 DI6282  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DI6282  DYNAMIC HEIGHT  -        192.386 (meters)      631.19  (feet) COMP
 DI6282  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 DI6282
 DI6282  VERT ORDER      -  SECOND    CLASS I
 DI6282
 DI6282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6282  Standards:
 DI6282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6282  -------------------------------------------------------------------
 DI6282  NETWORK    0.22   0.35           0.10   0.08   0.18      0.00134570
 DI6282  -------------------------------------------------------------------
 DI6282  Click here for local accuracies and other accuracy information.
 DI6282
 DI6282.The horizontal coordinates were established by GPS observations
 DI6282.and adjusted by the National Geodetic Survey in June 2012.
 DI6282
 DI6282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6282.been affixed to the stable North American tectonic plate. See 
 DI6282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6282
 DI6282.The horizontal coordinates are valid at the epoch date displayed above
 DI6282.which is a decimal equivalence of Year/Month/Day.
 DI6282
 DI6282.The orthometric height was determined by differential leveling and
 DI6282.adjusted by the NATIONAL GEODETIC SURVEY
 DI6282.in July 2007.
 DI6282
 DI6282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6282.GEOID18 height accuracy estimate available here.
 DI6282
 DI6282.Click photographs - Photos may exist for this station.
 DI6282
 DI6282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6282
 DI6282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6282
 DI6282.The ellipsoidal height was determined by GPS observations
 DI6282.and is referenced to NAD 83.
 DI6282
 DI6282.The dynamic height is computed by dividing the NAVD 88
 DI6282.geopotential number by the normal gravity value computed on the
 DI6282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6282.degrees latitude (g = 980.6199 gals.).
 DI6282
 DI6282.The modeled gravity was interpolated from observed gravity values.
 DI6282
 DI6282. The following values were computed from the NAD 83(2011) position.
 DI6282
 DI6282;                    North         East     Units Scale Factor Converg.
 DI6282;SPC MI S     -    65,644.523 4,075,018.423   MT  1.00000302   +0 37 01.4
 DI6282;SPC MI S     -   215,369.17 13,369,483.02   iFT  1.00000302   +0 37 01.4
 DI6282;UTM  17      - 4,662,401.138   296,545.426   MT  1.00010936   -1 38 57.7
 DI6282
 DI6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6282!SPC MI S     -   0.99997527  x   1.00000302  =   0.99997829
 DI6282!UTM  17      -   0.99997527  x   1.00010936  =   1.00008463
 DI6282
 DI6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9654562401(NAD 83)
 DI6282
 DI6282                          SUPERSEDED SURVEY CONTROL
 DI6282
 DI6282  NAD 83(2007)-  42 05 14.39852(N)    083 27 35.80827(W) AD(2002.00) B
 DI6282  ELLIP H (10/23/09)  157.705  (m)                       GP(2002.00) 3 1
 DI6282  NAD 83(2007)-  42 05 14.39824(N)    083 27 35.80828(W) AD(2002.00) 1
 DI6282  ELLIP H (06/10/07)  157.679  (m)                       GP(2002.00) 4 1
 DI6282  NAVD 88             192.45   (m)          631.4    (f) LEVELING    3  
 DI6282
 DI6282.Superseded values are not recommended for survey control.
 DI6282
 DI6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6282.See file dsdata.pdf to determine how the superseded data were derived.
 DI6282
 DI6282_MARKER: DD = SURVEY DISK
 DI6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6282_STAMPING: 82614 2006
 DI6282_MARK LOGO: MIDT
 DI6282_PROJECTION: FLUSH
 DI6282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6282+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DI6282
 DI6282  HISTORY     - Date     Condition        Report By
 DI6282  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6282  HISTORY     - 20090215 GOOD             MIDT
 DI6282  HISTORY     - 20200729 GOOD             MIDT
 DI6282
 DI6282                          STATION DESCRIPTION
 DI6282
 DI6282'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6282'THE STATION IS LOCATED 6.4 MILES (10.3 KILOMETERS) NORTHEAST OF
 DI6282'MAYBEE, 4.1 MILES (6.6 KILOMETERS) NORTHWEST OF CARLETON, AND 5.9
 DI6282'MILES (9.5 KILOMETERS) SOUTHWEST OF NEW BOSTON, IN THE NORTHWEST
 DI6282'QUADRANT OF THE INTERSECTION OF OAKVILLE WALTZ ROAD WITH MARTINSVILLE
 DI6282'ROAD.    TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DI6282'HIGHWAY-275 WITH WILL CARLETON ROAD, GO WEST ON WILL CARLETON ROAD AND
 DI6282'OAKVILLE WALTZ ROAD FOR 4.5 MILES (7.24 KILOMETERS) TO THE STATION ON
 DI6282'THE RIGHT.
 DI6282'
 DI6282'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6282'DISK STAMPED 82614 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6282'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 26.4 METERS (86.5
 DI6282'FEET) WEST OF THE CENTERLINE OF MARTINSVILLE ROAD, 25.3 METERS (83.0
 DI6282'FEET) NORTHWEST OF A POWER POLE, 9.1 METERS (30.0 FEET) WEST OF THE
 DI6282'EXTENDED CENTER OF PRIVATE ENTRANCE--4969--, 8.7 METERS (28.5 FEET)
 DI6282'NORTH OF THE CENTERLINE OF OAKVILLE WALTZ ROAD, 2.3 METERS (7.5 FEET)
 DI6282'NORTHWEST OF THE CENTER OF A 12 INCH (30 CENTIMETER) CONCRETE CULVERT,
 DI6282'AND 1.0 METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6282
 DI6282                          STATION RECOVERY (2009)
 DI6282
 DI6282'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 DI6282'RECOVERED AS DESCRIBED.
 DI6282
 DI6282                          STATION RECOVERY (2020)
 DI6282
 DI6282'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6283 ***********************************************************************
 DI6283  DESIGNATION -  82615
 DI6283  PID         -  DI6283
 DI6283  STATE/COUNTY-  MI/WAYNE
 DI6283  COUNTRY     -  US
 DI6283  USGS QUAD   -  CARLETON (2017)
 DI6283
 DI6283                         *CURRENT SURVEY CONTROL
 DI6283  ______________________________________________________________________
 DI6283* NAD 83(1986) POSITION- 42 05 16.     (N) 083 26 02.     (W)   SCALED
 DI6283* NAVD 88 ORTHO HEIGHT -   190.562 (meters)      625.20  (feet) ADJUSTED
 DI6283  ______________________________________________________________________
 DI6283  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 DI6283  DYNAMIC HEIGHT  -        190.498 (meters)      624.99  (feet) COMP
 DI6283  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 DI6283
 DI6283  VERT ORDER      -  SECOND    CLASS I
 DI6283
 DI6283.The horizontal coordinates were scaled from a map and have
 DI6283.an estimated accuracy of +/- 6 seconds.
 DI6283
 DI6283.The orthometric height was determined by differential leveling and
 DI6283.adjusted by the NATIONAL GEODETIC SURVEY
 DI6283.in July 2007.
 DI6283
 DI6283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6283.GEOID18 height accuracy estimate available here.
 DI6283
 DI6283.Click photographs - Photos may exist for this station.
 DI6283
 DI6283.The dynamic height is computed by dividing the NAVD 88
 DI6283.geopotential number by the normal gravity value computed on the
 DI6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6283.degrees latitude (g = 980.6199 gals.).
 DI6283
 DI6283.The modeled gravity was interpolated from observed gravity values.
 DI6283
 DI6283;                    North         East    Units  Estimated Accuracy
 DI6283;SPC MI S     -    65,720.    4,077,170.      MT  (+/- 180 meters Scaled)
 DI6283
 DI6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG987623(NAD 83)
 DI6283
 DI6283                          SUPERSEDED SURVEY CONTROL
 DI6283
 DI6283.No superseded survey control is available for this station.
 DI6283
 DI6283_MARKER: DD = SURVEY DISK
 DI6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6283_STAMPING: 82615 2006
 DI6283_MARK LOGO: MIDT
 DI6283_PROJECTION: FLUSH
 DI6283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6283+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6283
 DI6283  HISTORY     - Date     Condition        Report By
 DI6283  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6283
 DI6283                          STATION DESCRIPTION
 DI6283
 DI6283'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6283'THE STATION IS LOCATED 5.4 MILES (8.69 KILOMETERS) SOUTH-SOUTHWEST OF
 DI6283'NEW BOSTON, 3.0 MILES (4.83 KILOMETERS) NORTHWEST OF CARLETON, AND 7.3
 DI6283'MILES (11.75 KILOMETERS) WEST OF FLATROCK, LOCATED NORTH OF OAKVILLE
 DI6283'WALTZ ROAD AND BETWEEN HAGGERTY ROAD AND CARLETON WEST ROAD.
 DI6283'
 DI6283'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-275 WITH
 DI6283'WILL CARLETON ROAD, GO WEST ON WILL CARLETON ROAD AND OAKVILLE WALTZ
 DI6283'ROAD FOR 3.2 MILES (5.15 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6283'
 DI6283'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6283'DISK STAMPED 82615 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6283'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 35.1 METERS
 DI6283'(115.0 FEET) EAST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--3935--,
 DI6283'12.2 METERS (39.9 FEET) WEST-SOUTHWEST OF THE TOP OF A FIRE HYDRANT,
 DI6283'8.2 METERS (27.0 FEET) NORTH OF THE CENTERLINE OF OAKVILLE WALTZ ROAD,
 DI6283'AND 1.0 METERS (3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6284 ***********************************************************************
 DI6284  DESIGNATION -  82616
 DI6284  PID         -  DI6284
 DI6284  STATE/COUNTY-  MI/WAYNE
 DI6284  COUNTRY     -  US
 DI6284  USGS QUAD   -  CARLETON (2017)
 DI6284
 DI6284                         *CURRENT SURVEY CONTROL
 DI6284  ______________________________________________________________________
 DI6284* NAD 83(1986) POSITION- 42 05 37.     (N) 083 23 30.     (W)   SCALED
 DI6284* NAVD 88 ORTHO HEIGHT -   190.689 (meters)      625.62  (feet) ADJUSTED
 DI6284  ______________________________________________________________________
 DI6284  GEOID HEIGHT    -        -34.802 (meters)                     GEOID18
 DI6284  DYNAMIC HEIGHT  -        190.625 (meters)      625.41  (feet) COMP
 DI6284  MODELED GRAVITY -    980,283.8   (mgal)                       NAVD 88
 DI6284
 DI6284  VERT ORDER      -  SECOND    CLASS I
 DI6284
 DI6284.The horizontal coordinates were scaled from a map and have
 DI6284.an estimated accuracy of +/- 6 seconds.
 DI6284
 DI6284.The orthometric height was determined by differential leveling and
 DI6284.adjusted by the NATIONAL GEODETIC SURVEY
 DI6284.in July 2007.
 DI6284
 DI6284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6284.GEOID18 height accuracy estimate available here.
 DI6284
 DI6284.Click photographs - Photos may exist for this station.
 DI6284
 DI6284.The dynamic height is computed by dividing the NAVD 88
 DI6284.geopotential number by the normal gravity value computed on the
 DI6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6284.degrees latitude (g = 980.6199 gals.).
 DI6284
 DI6284.The modeled gravity was interpolated from observed gravity values.
 DI6284
 DI6284;                    North         East    Units  Estimated Accuracy
 DI6284;SPC MI S     -    66,410.    4,080,660.      MT  (+/- 180 meters Scaled)
 DI6284
 DI6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG022629(NAD 83)
 DI6284
 DI6284                          SUPERSEDED SURVEY CONTROL
 DI6284
 DI6284.No superseded survey control is available for this station.
 DI6284
 DI6284_MARKER: DD = SURVEY DISK
 DI6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6284_STAMPING: 82616 2006
 DI6284_MARK LOGO: MIDT
 DI6284_PROJECTION: FLUSH
 DI6284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6284+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6284
 DI6284  HISTORY     - Date     Condition        Report By
 DI6284  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6284
 DI6284                          STATION DESCRIPTION
 DI6284
 DI6284'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6284'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) NORTH OF CARLETON,
 DI6284'4.9 MILES (7.89 KILOMETERS) WEST OF FLAT ROCK, AND 4.8 MILES (7.72
 DI6284'KILOMETERS) SOUTH-SOUTHEAST OF NEW BOSTON, IN THE NORTHEAST QUADRANT
 DI6284'OF THE INTERSECTION OF OAKVILLE WALTZ ROAD WITH MINERAL SPRINGS ROAD.
 DI6284'
 DI6284'TO REACH THE STATION FROM THE JUNCTION OF WALTZ ROAD WITH OAKVILLE
 DI6284'WALTZ ROAD, GO WEST ON OAKVILLE WALTZ ROAD FOR 0.3 MILES (0.48
 DI6284'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6284'
 DI6284'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6284'DISK STAMPED 82616 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6284'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 89.9 METERS
 DI6284'(295.0 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--1152--, 40.1
 DI6284'METERS (131.7 FEET) EAST OF THE CENTERLINE OF MINERAL SPRINGS ROAD,
 DI6284'17.9 METERS (58.8 FEET) EAST OF A POWER POLE, 8.7 METERS (28.4 FEET)
 DI6284'NORTH OF THE CENTERLINE OF OAKVILLE WALTZ ROAD, 2.3 METERS (7.7 FEET)
 DI6284'SOUTH OF A WOOD FENCE, AND 1.0 METERS (3.25 FEET) NORTH OF A CARSONITE
 DI6284'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6285 ***********************************************************************
 DI6285  DESIGNATION -  82617
 DI6285  PID         -  DI6285
 DI6285  STATE/COUNTY-  MI/WAYNE
 DI6285  COUNTRY     -  US
 DI6285  USGS QUAD   -  FLAT ROCK (2017)
 DI6285
 DI6285                         *CURRENT SURVEY CONTROL
 DI6285  ______________________________________________________________________
 DI6285* NAD 83(2011) POSITION- 42 05 38.75530(N) 083 20 52.31976(W)   ADJUSTED
 DI6285* NAD 83(2011) ELLIP HT-   151.130 (meters)        (06/27/12)   ADJUSTED
 DI6285* NAD 83(2011) EPOCH   -  2010.00
 DI6285* NAVD 88 ORTHO HEIGHT -   185.954 (meters)      610.08  (feet) ADJUSTED
 DI6285  ______________________________________________________________________
 DI6285  GEOID HEIGHT    -        -34.824 (meters)                     GEOID18
 DI6285  NAD 83(2011) X  -    549,099.070 (meters)                     COMP
 DI6285  NAD 83(2011) Y  - -4,708,199.525 (meters)                     COMP
 DI6285  NAD 83(2011) Z  -  4,253,466.702 (meters)                     COMP
 DI6285  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 DI6285  DYNAMIC HEIGHT  -        185.892 (meters)      609.88  (feet) COMP
 DI6285  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 DI6285
 DI6285  VERT ORDER      -  SECOND    CLASS I
 DI6285
 DI6285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6285  Standards:
 DI6285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6285  -------------------------------------------------------------------
 DI6285  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.07657747
 DI6285  -------------------------------------------------------------------
 DI6285  Click here for local accuracies and other accuracy information.
 DI6285
 DI6285.The horizontal coordinates were established by GPS observations
 DI6285.and adjusted by the National Geodetic Survey in June 2012.
 DI6285
 DI6285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6285.been affixed to the stable North American tectonic plate. See 
 DI6285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6285
 DI6285.The horizontal coordinates are valid at the epoch date displayed above
 DI6285.which is a decimal equivalence of Year/Month/Day.
 DI6285
 DI6285.The orthometric height was determined by differential leveling and
 DI6285.adjusted by the NATIONAL GEODETIC SURVEY
 DI6285.in July 2007.
 DI6285
 DI6285.No vertical observational check was made to the station.
 DI6285
 DI6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6285.GEOID18 height accuracy estimate available here.
 DI6285
 DI6285.Click photographs - Photos may exist for this station.
 DI6285
 DI6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6285
 DI6285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6285
 DI6285.The ellipsoidal height was determined by GPS observations
 DI6285.and is referenced to NAD 83.
 DI6285
 DI6285.The dynamic height is computed by dividing the NAVD 88
 DI6285.geopotential number by the normal gravity value computed on the
 DI6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6285.degrees latitude (g = 980.6199 gals.).
 DI6285
 DI6285.The modeled gravity was interpolated from observed gravity values.
 DI6285
 DI6285. The following values were computed from the NAD 83(2011) position.
 DI6285
 DI6285;                    North         East     Units Scale Factor Converg.
 DI6285;SPC MI S     -    66,502.027 4,084,281.951   MT  1.00000140   +0 41 36.0
 DI6285;SPC MI S     -   218,182.50 13,399,875.17   iFT  1.00000140   +0 41 36.0
 DI6285;UTM  17      - 4,662,891.570   305,836.407   MT  1.00006390   -1 34 27.8
 DI6285
 DI6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6285!SPC MI S     -   0.99997630  x   1.00000140  =   0.99997770
 DI6285!UTM  17      -   0.99997630  x   1.00006390  =   1.00004020
 DI6285
 DI6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0583662891(NAD 83)
 DI6285
 DI6285                          SUPERSEDED SURVEY CONTROL
 DI6285
 DI6285  NAD 83(2007)-  42 05 38.75552(N)    083 20 52.32063(W) AD(2002.00) 1
 DI6285  ELLIP H (06/10/07)  151.142  (m)                       GP(2002.00) 4 1
 DI6285  NAVD 88             185.95   (m)          610.1    (f) LEVELING    3  
 DI6285
 DI6285.Superseded values are not recommended for survey control.
 DI6285
 DI6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6285.See file dsdata.pdf to determine how the superseded data were derived.
 DI6285
 DI6285_MARKER: DD = SURVEY DISK
 DI6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6285_STAMPING: 82617 2006
 DI6285_MARK LOGO: MIDT
 DI6285_PROJECTION: FLUSH
 DI6285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6285+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 DI6285
 DI6285  HISTORY     - Date     Condition        Report By
 DI6285  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6285  HISTORY     - 20110505 GOOD             JCLS
 DI6285  HISTORY     - 20110614 GOOD             JCLS
 DI6285  HISTORY     - 20200728 GOOD             MIDT
 DI6285
 DI6285                          STATION DESCRIPTION
 DI6285
 DI6285'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6285'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) NORTHEAST OF
 DI6285'CARLETON, 5.0 MILES (8.05 KILOMETERS) NORTHWEST OF SOUTH ROCKWOOD, AND
 DI6285'3.0 MILES (4.83 KILOMETERS) WEST OF FLATROCK, IN THE NORTHWEST
 DI6285'QUADRANT OF THE INTERSECTION OF EXTENDED BRAIR HILL ROAD WITH WILL
 DI6285'CARLETON ROAD.
 DI6285'
 DI6285'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-275 WITH
 DI6285'WILL CARLETON ROAD, GO EAST ON WILL CARLETON ROAD FOR 1.5 MILES (2.41
 DI6285'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6285'
 DI6285'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6285'DISK STAMPED 82617 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6285'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 111.3 METERS
 DI6285'(365.0 FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--1703--, 29.6
 DI6285'METERS (97.0 FEET) WEST OF THE EXTENDED CENTERLINE OF BRIAR HILL ROAD,
 DI6285'21.5 METERS (70.5 FEET) WEST-SOUTHWEST OF A POWER POLE, 9.5 METERS
 DI6285'(31.2 FEET) NORTH OF THE CENTERLINE OF WILL CARLETON ROAD, 5.6 METERS
 DI6285'(18.4 FEET) WEST-SOUTHWEST OF THE TOP OF A FIRE HYDRANT, AND 0.99
 DI6285'METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6285
 DI6285                          STATION RECOVERY (2011)
 DI6285
 DI6285'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DI6285'RECOVERED IN GOOD CONDITION.
 DI6285
 DI6285                          STATION RECOVERY (2011)
 DI6285
 DI6285'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DI6285'RECOVERED IN GOOD CONDITION.
 DI6285
 DI6285                          STATION RECOVERY (2020)
 DI6285
 DI6285'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6286 ***********************************************************************
 DI6286  DESIGNATION -  82618
 DI6286  PID         -  DI6286
 DI6286  STATE/COUNTY-  MI/WAYNE
 DI6286  COUNTRY     -  US
 DI6286  USGS QUAD   -  FLAT ROCK (2017)
 DI6286
 DI6286                         *CURRENT SURVEY CONTROL
 DI6286  ______________________________________________________________________
 DI6286* NAD 83(1986) POSITION- 42 05 38.     (N) 083 19 02.     (W)   SCALED
 DI6286* NAVD 88 ORTHO HEIGHT -   185.599 (meters)      608.92  (feet) ADJUSTED
 DI6286  ______________________________________________________________________
 DI6286  GEOID HEIGHT    -        -34.842 (meters)                     GEOID18
 DI6286  DYNAMIC HEIGHT  -        185.537 (meters)      608.72  (feet) COMP
 DI6286  MODELED GRAVITY -    980,284.9   (mgal)                       NAVD 88
 DI6286
 DI6286  VERT ORDER      -  SECOND    CLASS I
 DI6286
 DI6286.The horizontal coordinates were scaled from a map and have
 DI6286.an estimated accuracy of +/- 6 seconds.
 DI6286
 DI6286.The orthometric height was determined by differential leveling and
 DI6286.adjusted by the NATIONAL GEODETIC SURVEY
 DI6286.in July 2007.
 DI6286
 DI6286.No vertical observational check was made to the station.
 DI6286
 DI6286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6286.GEOID18 height accuracy estimate available here.
 DI6286
 DI6286.Click photographs - Photos may exist for this station.
 DI6286
 DI6286.The dynamic height is computed by dividing the NAVD 88
 DI6286.geopotential number by the normal gravity value computed on the
 DI6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6286.degrees latitude (g = 980.6199 gals.).
 DI6286
 DI6286.The modeled gravity was interpolated from observed gravity values.
 DI6286
 DI6286;                    North         East    Units  Estimated Accuracy
 DI6286;SPC MI S     -    66,510.    4,086,820.      MT  (+/- 180 meters Scaled)
 DI6286
 DI6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG083627(NAD 83)
 DI6286
 DI6286                          SUPERSEDED SURVEY CONTROL
 DI6286
 DI6286.No superseded survey control is available for this station.
 DI6286
 DI6286_MARKER: DD = SURVEY DISK
 DI6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6286_STAMPING: 82618 2006
 DI6286_MARK LOGO: MIDT
 DI6286_PROJECTION: FLUSH
 DI6286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6286+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2021
 DI6286
 DI6286  HISTORY     - Date     Condition        Report By
 DI6286  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6286  HISTORY     - 20090927 GOOD             JCLS
 DI6286  HISTORY     - 20140122 GOOD             C2AE
 DI6286  HISTORY     - 20200811 GOOD             MIDT
 DI6286  HISTORY     - 20210419 GOOD             MCA
 DI6286
 DI6286                          STATION DESCRIPTION
 DI6286
 DI6286'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6286'THE STATION IS LOCATED 1.3 MILES (2.1 KILOMETERS) WEST-SOUTHWEST OF
 DI6286'FLATROCK, 3.9 MILES (6.3 KILOMETERS) NORTHWEST OF ROCKWOOD, AND 3.6 MI
 DI6286'(5.8 KILOMETERS) NORTHWEST OF SOUTH ROCKWOOD, LOCATED SOUTH OF WILL
 DI6286'CARLETON ROAD AND BETWEEN OAKWOOD AVENUE AND MAGDA LANE.
 DI6286'
 DI6286'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-275 WITH
 DI6286'WILL CARLETON ROAD, GO EAST ON WILL CARLETON ROAD FOR 3.1 MILES TO THE
 DI6286'STATION ON THE RIGHT.
 DI6286'
 DI6286'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6286'DISK STAMPED 82618 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6286'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 11.9 METERS (39.0
 DI6286'FEET) SOUTH OF THE CENTERLINE OF WILL CARLETON ROAD, 7.7 METERS (25.4
 DI6286'FEET) WEST-NORTHWEST OF A POWER POLE, 3.5 METERS (11.5 FEET) WEST OF
 DI6286'THE EXTENDED CENTER OF PRIVATE ENTRANCE--3337--, AND 0.99 METERS (3.2
 DI6286'FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6286
 DI6286                          STATION RECOVERY (2009)
 DI6286
 DI6286'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DI6286'RECOVERED IN GOOD CONDITION.
 DI6286
 DI6286                          STATION RECOVERY (2014)
 DI6286
 DI6286'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BLD)
 DI6286'RECOVERED IN GOOD CONDITION.
 DI6286
 DI6286                          STATION RECOVERY (2020)
 DI6286
 DI6286'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6286'RECOVERED IN GOOD CONDITION.
 DI6286
 DI6286                          STATION RECOVERY (2021)
 DI6286
 DI6286'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 DI6286'THE MARK IS 32.5 FT (9.9 M) NORTH OF THE WEST END OF A 4 FT (1.2 M)
 DI6286'TALL CHAIN LINK FENCE AT THE FLAT ROCK METERING STATION, 21.5 FT (6.6
 DI6286'M) WEST OF A WOOD UTILITY POLE AND 10 FT (3.0 M) WEST OF THE
 DI6286'CENTERLINE OF THE GRAVEL DRIVE TO THE FLAT ROCK METERING STATION.  SET
 DI6286'CARSONITE POST SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6287 ***********************************************************************
 DI6287  DESIGNATION -  82620
 DI6287  PID         -  DI6287
 DI6287  STATE/COUNTY-  MI/WAYNE
 DI6287  COUNTRY     -  US
 DI6287  USGS QUAD   -  FLAT ROCK (2017)
 DI6287
 DI6287                         *CURRENT SURVEY CONTROL
 DI6287  ______________________________________________________________________
 DI6287* NAD 83(2011) POSITION- 42 05 40.07341(N) 083 17 17.09716(W)   ADJUSTED
 DI6287* NAD 83(2011) ELLIP HT-   146.949 (meters)        (06/27/12)   ADJUSTED
 DI6287* NAD 83(2011) EPOCH   -  2010.00
 DI6287* NAVD 88 ORTHO HEIGHT -   181.808 (meters)      596.48  (feet) ADJUSTED
 DI6287  ______________________________________________________________________
 DI6287  GEOID HEIGHT    -        -34.857 (meters)                     GEOID18
 DI6287  NAD 83(2011) X  -    554,007.891 (meters)                     COMP
 DI6287  NAD 83(2011) Y  - -4,707,593.858 (meters)                     COMP
 DI6287  NAD 83(2011) Z  -  4,253,494.079 (meters)                     COMP
 DI6287  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 DI6287  DYNAMIC HEIGHT  -        181.747 (meters)      596.28  (feet) COMP
 DI6287  MODELED GRAVITY -    980,285.2   (mgal)                       NAVD 88
 DI6287
 DI6287  VERT ORDER      -  SECOND    CLASS I
 DI6287
 DI6287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6287  Standards:
 DI6287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6287  -------------------------------------------------------------------
 DI6287  NETWORK    0.31   0.51           0.14   0.11   0.26     -0.10695887
 DI6287  -------------------------------------------------------------------
 DI6287  Click here for local accuracies and other accuracy information.
 DI6287
 DI6287.The horizontal coordinates were established by GPS observations
 DI6287.and adjusted by the National Geodetic Survey in June 2012.
 DI6287
 DI6287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6287.been affixed to the stable North American tectonic plate. See 
 DI6287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6287
 DI6287.The horizontal coordinates are valid at the epoch date displayed above
 DI6287.which is a decimal equivalence of Year/Month/Day.
 DI6287
 DI6287.The orthometric height was determined by differential leveling and
 DI6287.adjusted by the NATIONAL GEODETIC SURVEY
 DI6287.in July 2007.
 DI6287
 DI6287.No vertical observational check was made to the station.
 DI6287
 DI6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6287.GEOID18 height accuracy estimate available here.
 DI6287
 DI6287.Click photographs - Photos may exist for this station.
 DI6287
 DI6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6287
 DI6287.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6287
 DI6287.The ellipsoidal height was determined by GPS observations
 DI6287.and is referenced to NAD 83.
 DI6287
 DI6287.The dynamic height is computed by dividing the NAVD 88
 DI6287.geopotential number by the normal gravity value computed on the
 DI6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6287.degrees latitude (g = 980.6199 gals.).
 DI6287
 DI6287.The modeled gravity was interpolated from observed gravity values.
 DI6287
 DI6287. The following values were computed from the NAD 83(2011) position.
 DI6287
 DI6287;                    North         East     Units Scale Factor Converg.
 DI6287;SPC MI S     -    66,604.296 4,089,226.904   MT  1.00000132   +0 44 02.4
 DI6287;SPC MI S     -   218,518.03 13,416,098.77   iFT  1.00000132   +0 44 02.4
 DI6287;UTM  17      - 4,662,798.064   310,781.785   MT  1.00004057   -1 32 03.4
 DI6287
 DI6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6287!SPC MI S     -   0.99997695  x   1.00000132  =   0.99997827
 DI6287!UTM  17      -   0.99997695  x   1.00004057  =   1.00001752
 DI6287
 DI6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1078162798(NAD 83)
 DI6287
 DI6287                          SUPERSEDED SURVEY CONTROL
 DI6287
 DI6287  NAD 83(2007)-  42 05 40.07366(N)    083 17 17.09808(W) AD(2002.00) 1
 DI6287  ELLIP H (06/10/07)  146.962  (m)                       GP(2002.00) 4 1
 DI6287  NAVD 88             181.81   (m)          596.5    (f) LEVELING    3  
 DI6287
 DI6287.Superseded values are not recommended for survey control.
 DI6287
 DI6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6287.See file dsdata.pdf to determine how the superseded data were derived.
 DI6287
 DI6287_MARKER: DD = SURVEY DISK
 DI6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6287_STAMPING: 82620 2006
 DI6287_MARK LOGO: MIDT
 DI6287_PROJECTION: FLUSH
 DI6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6287+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 DI6287
 DI6287  HISTORY     - Date     Condition        Report By
 DI6287  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6287  HISTORY     - 20140122 GOOD             C2AE
 DI6287  HISTORY     - 20200728 GOOD             MIDT
 DI6287
 DI6287                          STATION DESCRIPTION
 DI6287
 DI6287'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6287'THE STATION IS LOCATED 0.2 MILES (0.32 KILOMETERS) SOUTHEAST OF
 DI6287'FLATROCK, 2.7 MILES (4.35 KILOMETERS) NORTHWEST OF ROCKWOOD, AND 2.6
 DI6287'MILES (4.18 KILOMETERS) NORTHWEST OF SOUTH ROCKWOOD, LOCATED NORTH OF
 DI6287'GIBRALTAR ROAD AND BETWEEN EXTENDED MILL STREET AND EXTENDED WESLEY
 DI6287'STREET.
 DI6287'
 DI6287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24 WITH
 DI6287'GIBRALTAR ROAD, GO SOUTHEAST ON GIBRALTAR ROAD FOR 0.3 MILES (0.48
 DI6287'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6287'
 DI6287'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6287'DISK STAMPED 82620 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6287'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.0 METERS (46.0
 DI6287'FEET) EAST OF THE EXTENDED CENTERLINE OF MILL STREET, 9.9 METERS (32.5
 DI6287'FEET) SOUTHEAST OF A UTILITY POLE, 9.6 METERS (31.5 FEET) WEST OF THE
 DI6287'EXTENDED CENTER OF THE DRIVE FOR A CAR WASH ADDRESS--25957--, 9.4
 DI6287'METERS (31.0 FEET) NORTH OF THE CENTERLINE OF GIBRALTAR ROAD, 2.7
 DI6287'METERS (9.0 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, AND 1.0 METER
 DI6287'(3.25 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6287
 DI6287                          STATION RECOVERY (2014)
 DI6287
 DI6287'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BLD)
 DI6287'RECOVERED IN GOOD CONDITION.
 DI6287
 DI6287                          STATION RECOVERY (2020)
 DI6287
 DI6287'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6288 ***********************************************************************
 DI6288  DESIGNATION -  82621
 DI6288  PID         -  DI6288
 DI6288  STATE/COUNTY-  MI/WAYNE
 DI6288  COUNTRY     -  US
 DI6288  USGS QUAD   -  FLAT ROCK (2017)
 DI6288
 DI6288                         *CURRENT SURVEY CONTROL
 DI6288  ______________________________________________________________________
 DI6288* NAD 83(1986) POSITION- 42 05 42.     (N) 083 15 35.     (W)   SCALED
 DI6288* NAVD 88 ORTHO HEIGHT -   179.584 (meters)      589.19  (feet) ADJUSTED
 DI6288  ______________________________________________________________________
 DI6288  GEOID HEIGHT    -        -34.873 (meters)                     GEOID18
 DI6288  DYNAMIC HEIGHT  -        179.524 (meters)      588.99  (feet) COMP
 DI6288  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 DI6288
 DI6288  VERT ORDER      -  SECOND    CLASS I
 DI6288
 DI6288.The horizontal coordinates were scaled from a map and have
 DI6288.an estimated accuracy of +/- 6 seconds.
 DI6288
 DI6288.The orthometric height was determined by differential leveling and
 DI6288.adjusted by the NATIONAL GEODETIC SURVEY
 DI6288.in July 2007.
 DI6288
 DI6288.No vertical observational check was made to the station.
 DI6288
 DI6288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6288.GEOID18 height accuracy estimate available here.
 DI6288
 DI6288.Click photographs - Photos may exist for this station.
 DI6288
 DI6288.The dynamic height is computed by dividing the NAVD 88
 DI6288.geopotential number by the normal gravity value computed on the
 DI6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6288.degrees latitude (g = 980.6199 gals.).
 DI6288
 DI6288.The modeled gravity was interpolated from observed gravity values.
 DI6288
 DI6288;                    North         East    Units  Estimated Accuracy
 DI6288;SPC MI S     -    66,690.    4,091,570.      MT  (+/- 180 meters Scaled)
 DI6288
 DI6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG131627(NAD 83)
 DI6288
 DI6288                          SUPERSEDED SURVEY CONTROL
 DI6288
 DI6288.No superseded survey control is available for this station.
 DI6288
 DI6288_MARKER: DD = SURVEY DISK
 DI6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6288_STAMPING: 82621 2006
 DI6288_MARK LOGO: MIDT
 DI6288_PROJECTION: FLUSH
 DI6288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6288+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 DI6288
 DI6288  HISTORY     - Date     Condition        Report By
 DI6288  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6288  HISTORY     - 20120426 GOOD             ADVGEO
 DI6288  HISTORY     - 20140122 GOOD             C2AE
 DI6288
 DI6288                          STATION DESCRIPTION
 DI6288
 DI6288'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6288'THE STATION IS LOCATED 1.7 MILES (2.74 KILOMETERS) EAST OF FLATROCK,
 DI6288'1.8 MILES (2.9 KILOMETERS) NORTH-NORTHWEST OF ROCKWOOD, AND 2.2 MILES
 DI6288'(3.54 KILOMETERS) NORTH OF SOUTH ROCKWOOD, IN THE NORTHEAST QUADRANT
 DI6288'OF THE INTERSECTION OF NEW HALL ROAD WITH GIBRALTAR ROAD.
 DI6288'
 DI6288'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6288'GIBRALTAR ROAD, GO WEST ON GIBRALTAR ROAD FOR 0.9 MILES (1.45
 DI6288'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6288'
 DI6288'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6288'DISK STAMPED 82621 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6288'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 42.7 METERS
 DI6288'(140.0 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--23401--,
 DI6288'29.9 METERS (98.0 FEET) NORTH OF THE CENTERLINE OF GIBRALTAR ROAD,
 DI6288'18.5 METERS (60.6 FEET) SOUTH-SOUTHWEST OF A POWER POLE, 13.7 METERS
 DI6288'(44.9 FEET) NORTH-NORTHWEST OF A UTILITY POLE, 10.9 METERS (35.6 FEET)
 DI6288'EAST OF THE CENTERLINE OF HALL ROAD, AND 11 INCHES (28 CENTIMETERS)
 DI6288'EAST OF A CARSONITE WITNESS POST.
 DI6288
 DI6288                          STATION RECOVERY (2012)
 DI6288
 DI6288'RECOVERY NOTE BY ADVANCED GEOMATICS 2012 (JHF)
 DI6288'RECOVERED IN GOOD CONDITION.
 DI6288
 DI6288                          STATION RECOVERY (2014)
 DI6288
 DI6288'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2014 (BLD)
 DI6288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6289 ***********************************************************************
 DI6289  DESIGNATION -  82622
 DI6289  PID         -  DI6289
 DI6289  STATE/COUNTY-  MI/WAYNE
 DI6289  COUNTRY     -  US
 DI6289  USGS QUAD   -  FLAT ROCK (2017)
 DI6289
 DI6289                         *CURRENT SURVEY CONTROL
 DI6289  ______________________________________________________________________
 DI6289* NAD 83(1986) POSITION- 42 04 12.     (N) 083 15 08.     (W)   SCALED
 DI6289* NAVD 88 ORTHO HEIGHT -   179.446 (meters)      588.73  (feet) ADJUSTED
 DI6289  ______________________________________________________________________
 DI6289  GEOID HEIGHT    -        -34.946 (meters)                     GEOID18
 DI6289  DYNAMIC HEIGHT  -        179.385 (meters)      588.53  (feet) COMP
 DI6289  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 DI6289
 DI6289  VERT ORDER      -  SECOND    CLASS I
 DI6289
 DI6289.The horizontal coordinates were scaled from a map and have
 DI6289.an estimated accuracy of +/- 6 seconds.
 DI6289
 DI6289.The orthometric height was determined by differential leveling and
 DI6289.adjusted by the NATIONAL GEODETIC SURVEY
 DI6289.in July 2007.
 DI6289
 DI6289.No vertical observational check was made to the station.
 DI6289
 DI6289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6289.GEOID18 height accuracy estimate available here.
 DI6289
 DI6289.Click photographs - Photos may exist for this station.
 DI6289
 DI6289.The dynamic height is computed by dividing the NAVD 88
 DI6289.geopotential number by the normal gravity value computed on the
 DI6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6289.degrees latitude (g = 980.6199 gals.).
 DI6289
 DI6289.The modeled gravity was interpolated from observed gravity values.
 DI6289
 DI6289;                    North         East    Units  Estimated Accuracy
 DI6289;SPC MI S     -    63,930.    4,092,230.      MT  (+/- 180 meters Scaled)
 DI6289
 DI6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG136600(NAD 83)
 DI6289
 DI6289                          SUPERSEDED SURVEY CONTROL
 DI6289
 DI6289.No superseded survey control is available for this station.
 DI6289
 DI6289_MARKER: DD = SURVEY DISK
 DI6289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI6289_SP_SET: BRIDGE
 DI6289_STAMPING: 82622 2006
 DI6289_MARK LOGO: MIDT
 DI6289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6289+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DI6289
 DI6289  HISTORY     - Date     Condition        Report By
 DI6289  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6289
 DI6289                          STATION DESCRIPTION
 DI6289
 DI6289'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6289'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTHEAST OF FLAT
 DI6289'ROCK, 0.6 MILES (0.97 KILOMETERS) NORTHEAST OF SOUTH ROCKWOOD, AND 0.3
 DI6289'MILES (0.48 KILOMETERS) WEST OF ROCKWOOD.
 DI6289'
 DI6289'THE STATION IS LOCATED ON THE SOUTHEASTERLY MOST PIER COLUMN FOR
 DI6289'INTERSTATE HIGHWAY-75 NORTHBOUND BRIDGE OVER HURON RIVER DRIVE.
 DI6289'
 DI6289'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6289'DISK STAMPED 82622 2006 SET IN THE INTERSTATE HIGHWAY-75 BRIDE OVER
 DI6289'HURON RIVER DRIVE.  THE MARK IS LOCATED 0.6 METERS (2.0 FEET) SOUTH OF
 DI6289'THE BACK OF A CURB AND IS SET VERTICALLY IN THE PIER COLUMN 1.3 METERS
 DI6289'(4.4 FEET) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6290 ***********************************************************************
 DI6290  DESIGNATION -  82623
 DI6290  PID         -  DI6290
 DI6290  STATE/COUNTY-  MI/WAYNE
 DI6290  COUNTRY     -  US
 DI6290  USGS QUAD   -  ROCKWOOD (2017)
 DI6290
 DI6290                         *CURRENT SURVEY CONTROL
 DI6290  ______________________________________________________________________
 DI6290* NAD 83(2011) POSITION- 42 06 14.69552(N) 083 11 53.21223(W)   ADJUSTED
 DI6290* NAD 83(2011) ELLIP HT-   143.011 (meters)        (12/02/25)   ADJUSTED
 DI6290* NAD 83(2011) EPOCH   -  2010.00
 DI6290* NAVD 88 ORTHO HEIGHT -   177.920 (meters)      583.73  (feet) ADJUSTED
 DI6290  ______________________________________________________________________
 DI6290  GEOID HEIGHT    -        -34.884 (meters)                     GEOID18
 DI6290  NAD 83(2011) X  -    561,314.081 (meters)                     COMP
 DI6290  NAD 83(2011) Y  - -4,706,004.088 (meters)                     COMP
 DI6290  NAD 83(2011) Z  -  4,254,284.073 (meters)                     COMP
 DI6290  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DI6290  DYNAMIC HEIGHT  -        177.861 (meters)      583.53  (feet) COMP
 DI6290  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 DI6290
 DI6290  VERT ORDER      -  SECOND    CLASS I
 DI6290
 DI6290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6290  Standards:
 DI6290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6290  -------------------------------------------------------------------
 DI6290  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.01294931
 DI6290  -------------------------------------------------------------------
 DI6290  Click here for local accuracies and other accuracy information.
 DI6290
 DI6290.The horizontal coordinates were established by GPS observations
 DI6290.and adjusted by the National Geodetic Survey in December 2025.
 DI6290
 DI6290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6290.been affixed to the stable North American tectonic plate. See 
 DI6290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6290
 DI6290.The horizontal coordinates are valid at the epoch date displayed above
 DI6290.which is a decimal equivalence of Year/Month/Day.
 DI6290
 DI6290.The orthometric height was determined by differential leveling and
 DI6290.adjusted by the NATIONAL GEODETIC SURVEY
 DI6290.in July 2007.
 DI6290
 DI6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6290.GEOID18 height accuracy estimate available here.
 DI6290
 DI6290.Click photographs - Photos may exist for this station.
 DI6290
 DI6290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6290
 DI6290.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6290
 DI6290.The ellipsoidal height was determined by GPS observations
 DI6290.and is referenced to NAD 83.
 DI6290
 DI6290.The dynamic height is computed by dividing the NAVD 88
 DI6290.geopotential number by the normal gravity value computed on the
 DI6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6290.degrees latitude (g = 980.6199 gals.).
 DI6290
 DI6290.The modeled gravity was interpolated from observed gravity values.
 DI6290
 DI6290. The following values were computed from the NAD 83(2011) position.
 DI6290
 DI6290;                    North         East     Units Scale Factor Converg.
 DI6290;SPC MI S     -    67,771.755 4,096,654.310   MT  0.99999904   +0 47 42.8
 DI6290;SPC MI S     -   222,348.28 13,440,466.90   iFT  0.99999904   +0 47 42.8
 DI6290;UTM  17      - 4,663,670.587   318,249.760   MT  1.00000647   -1 28 27.1
 DI6290
 DI6290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6290!SPC MI S     -   0.99997757  x   0.99999904  =   0.99997661
 DI6290!UTM  17      -   0.99997757  x   1.00000647  =   0.99998404
 DI6290
 DI6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1824963670(NAD 83)
 DI6290
 DI6290                          SUPERSEDED SURVEY CONTROL
 DI6290
 DI6290.No superseded survey control is available for this station.
 DI6290
 DI6290_MARKER: DD = SURVEY DISK
 DI6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6290_STAMPING: 82623 2006
 DI6290_MARK LOGO: MIDT
 DI6290_PROJECTION: FLUSH
 DI6290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6290+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DI6290
 DI6290  HISTORY     - Date     Condition        Report By
 DI6290  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6290  HISTORY     - 20220825 GOOD             NGS
 DI6290
 DI6290                          STATION DESCRIPTION
 DI6290
 DI6290'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6290'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) SOUTHWEST OF
 DI6290'TRENTON, 2.6 MILES (4.18 KILOMETERS) SOUTHWEST OF GROSSE ILLE, AND 3.4
 DI6290'MILES (5.47 KILOMETERS) NORTHEAST OF ROCKWOOD, LOCATED WEST OF WEST
 DI6290'JEFFERSON AVENUE AND BETWEEN EXTENDED NORTH GIBRALTAR ROAD AND
 DI6290'VREELAND ROAD.
 DI6290'
 DI6290'TO REACH THE STATION FROM THE JUNCTION OF GIBRALTAR ROAD WITH WEST
 DI6290'JEFFERSON AVENUE, GO NORTHEAST ON WEST JEFFERSON AVENUE FOR 0.74 MILES
 DI6290'(1.19 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6290'
 DI6290'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6290'DISK STAMPED 82623 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6290'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.65 MILES (1.0
 DI6290'KILOMETERS) NORTHEAST OF THE EXTENDED DRIVE FOR THE FAST TRACK GAS
 DI6290'STATION ADDRESS--28975--, 493.8 METERS (1620.0 FEET) NORTHEAST OF
 DI6290'NORTH GIBRALTAR ROAD, 23.3 METERS (76.5 FEET) SOUTHWEST OF A MANHOLE,
 DI6290'21.4 METERS (70.1 FEET) NORTHEAST OF A POWER POLE, 10.9 METERS (35.8
 DI6290'FEET) WEST OF THE CENTERLINE OF WEST JEFFERSON AVENUE, 9.1 METERS
 DI6290'(29.7 FEET) EAST OF A FENCE LINE, AND 0.99 METERS (3.2 FEET) WEST OF A
 DI6290'CARSONITE WITNESS POST.
 DI6290
 DI6290                          STATION RECOVERY (2022)
 DI6290
 DI6290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DI6290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6435 ***********************************************************************
 DI6435  DESIGNATION -  82624
 DI6435  PID         -  DI6435
 DI6435  STATE/COUNTY-  MI/WAYNE
 DI6435  COUNTRY     -  US
 DI6435  USGS QUAD   -  ROCKWOOD (2017)
 DI6435
 DI6435                         *CURRENT SURVEY CONTROL
 DI6435  ______________________________________________________________________
 DI6435* NAD 83(2011) POSITION- 42 06 29.64955(N) 083 10 27.58415(W)   ADJUSTED
 DI6435* NAD 83(2011) ELLIP HT-   141.671 (meters)        (06/27/12)   ADJUSTED
 DI6435* NAD 83(2011) EPOCH   -  2010.00
 DI6435* NAVD 88 ORTHO HEIGHT -   176.556 (meters)      579.25  (feet) ADJUSTED
 DI6435  ______________________________________________________________________
 DI6435  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 DI6435  NAD 83(2011) X  -    563,230.781 (meters)                     COMP
 DI6435  NAD 83(2011) Y  - -4,705,462.491 (meters)                     COMP
 DI6435  NAD 83(2011) Z  -  4,254,625.493 (meters)                     COMP
 DI6435  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DI6435  DYNAMIC HEIGHT  -        176.498 (meters)      579.06  (feet) COMP
 DI6435  MODELED GRAVITY -    980,288.1   (mgal)                       NAVD 88
 DI6435
 DI6435  VERT ORDER      -  SECOND    CLASS I
 DI6435
 DI6435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6435  Standards:
 DI6435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6435  -------------------------------------------------------------------
 DI6435  NETWORK    0.31   0.51           0.14   0.11   0.26     -0.10610162
 DI6435  -------------------------------------------------------------------
 DI6435  Click here for local accuracies and other accuracy information.
 DI6435
 DI6435.The horizontal coordinates were established by GPS observations
 DI6435.and adjusted by the National Geodetic Survey in June 2012.
 DI6435
 DI6435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6435.been affixed to the stable North American tectonic plate. See 
 DI6435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6435
 DI6435.The horizontal coordinates are valid at the epoch date displayed above
 DI6435.which is a decimal equivalence of Year/Month/Day.
 DI6435
 DI6435.The orthometric height was determined by differential leveling and
 DI6435.adjusted by the NATIONAL GEODETIC SURVEY
 DI6435.in July 2007.
 DI6435
 DI6435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6435.GEOID18 height accuracy estimate available here.
 DI6435
 DI6435.Click photographs - Photos may exist for this station.
 DI6435
 DI6435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6435
 DI6435.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6435
 DI6435.The ellipsoidal height was determined by GPS observations
 DI6435.and is referenced to NAD 83.
 DI6435
 DI6435.The dynamic height is computed by dividing the NAVD 88
 DI6435.geopotential number by the normal gravity value computed on the
 DI6435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6435.degrees latitude (g = 980.6199 gals.).
 DI6435
 DI6435.The modeled gravity was interpolated from observed gravity values.
 DI6435
 DI6435. The following values were computed from the NAD 83(2011) position.
 DI6435
 DI6435;                    North         East     Units Scale Factor Converg.
 DI6435;SPC MI S     -    68,260.688 4,098,615.019   MT  0.99999806   +0 48 41.1
 DI6435;SPC MI S     -   223,952.39 13,446,899.67   iFT  0.99999806   +0 48 41.1
 DI6435;UTM  17      - 4,664,081.490   320,228.301   MT  0.99999767   -1 27 30.1
 DI6435
 DI6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6435!SPC MI S     -   0.99997778  x   0.99999806  =   0.99997584
 DI6435!UTM  17      -   0.99997778  x   0.99999767  =   0.99997545
 DI6435
 DI6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2022864081(NAD 83)
 DI6435
 DI6435                          SUPERSEDED SURVEY CONTROL
 DI6435
 DI6435  NAD 83(2007)-  42 06 29.64982(N)    083 10 27.58509(W) AD(2002.00) 1
 DI6435  ELLIP H (06/10/07)  141.684  (m)                       GP(2002.00) 4 1
 DI6435  NAVD 88             176.56   (m)          579.3    (f) LEVELING    3  
 DI6435
 DI6435.Superseded values are not recommended for survey control.
 DI6435
 DI6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6435.See file dsdata.pdf to determine how the superseded data were derived.
 DI6435
 DI6435_MARKER: DD = SURVEY DISK
 DI6435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6435_STAMPING: 82624 2006
 DI6435_MARK LOGO: MIDT
 DI6435_PROJECTION: FLUSH
 DI6435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6435+STABILITY: SURFACE MOTION
 DI6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6435+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 DI6435
 DI6435  HISTORY     - Date     Condition        Report By
 DI6435  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6435  HISTORY     - 20151206 GOOD             USPSQD
 DI6435  HISTORY     - 20200319 GOOD             MCA
 DI6435
 DI6435                          STATION DESCRIPTION
 DI6435
 DI6435'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6435'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) SOUTH OF TRENTON,
 DI6435'4.6 MILES (7.4 KILOMETERS) NORTHEAST OF ROCKWOOD, AND 5.4 MILES (8.69
 DI6435'KILOMETERS) NORTHEAST OF SOUTH ROCKWOOD, LOCATED NORTH OF WEST RIVER
 DI6435'ROAD AND GOTH ROAD AND BETWEEN LOMA CIRCLE SOUTH AND SOUTH POINTE
 DI6435'ROAD.
 DI6435'
 DI6435'TO REACH THE STATION FROM THE JUNCTION OF GROSSE ILE PARKWAY WITH
 DI6435'MERIDIAN ROAD, GO SOUTH ON MERIDIAN ROAD FOR 1.3 MILES (2.09
 DI6435'KILOMETERS) TO GROH ROAD, TURN RIGHT AND GO WEST ON GROH ROAD FOR 0.7
 DI6435'MILES (1.13 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6435'
 DI6435'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6435'DISK STAMPED 82624 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6435'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 41.5 METERS
 DI6435'(136.0 FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE--27445--, 25.9
 DI6435'METERS (85.0 FEET) EAST OF THE EXTENDED CENTERLINE OF WEST RIVER ROAD,
 DI6435'24.8 METERS (81.3 FEET) WEST-NORTHWEST OF A POWER POLE, 5.7 METERS
 DI6435'(18.8 FEET) NORTH OF THE CENTERLINE OF GROH ROAD, 3.8 METERS (12.5
 DI6435'FEET) NORTHWEST OF THE CENTER OF A CATCH BASIN, AND 11 INCHES (28
 DI6435'CENTIMETERS) SOUTH OF A CARSONITE WITNESS POST.
 DI6435
 DI6435                          STATION RECOVERY (2015)
 DI6435
 DI6435'RECOVERY NOTE BY US POWER SQUADRON 2015 (MLG)
 DI6435'RECOVERED IN GOOD CONDITION.
 DI6435
 DI6435                          STATION RECOVERY (2020)
 DI6435
 DI6435'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6435'THE MARK IS 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6291 ***********************************************************************
 DI6291  DESIGNATION -  82625
 DI6291  PID         -  DI6291
 DI6291  STATE/COUNTY-  MI/WAYNE
 DI6291  COUNTRY     -  US
 DI6291  USGS QUAD   -  ROCKWOOD (2017)
 DI6291
 DI6291                         *CURRENT SURVEY CONTROL
 DI6291  ______________________________________________________________________
 DI6291* NAD 83(1986) POSITION- 42 06 23.     (N) 083 09 02.     (W)   SCALED
 DI6291* NAVD 88 ORTHO HEIGHT -   176.496 (meters)      579.05  (feet) ADJUSTED
 DI6291  ______________________________________________________________________
 DI6291  GEOID HEIGHT    -        -34.902 (meters)                     GEOID18
 DI6291  DYNAMIC HEIGHT  -        176.438 (meters)      578.86  (feet) COMP
 DI6291  MODELED GRAVITY -    980,287.9   (mgal)                       NAVD 88
 DI6291
 DI6291  VERT ORDER      -  SECOND    CLASS I
 DI6291
 DI6291.The horizontal coordinates were scaled from a map and have
 DI6291.an estimated accuracy of +/- 6 seconds.
 DI6291
 DI6291.The orthometric height was determined by differential leveling and
 DI6291.adjusted by the NATIONAL GEODETIC SURVEY
 DI6291.in July 2007.
 DI6291
 DI6291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6291.GEOID18 height accuracy estimate available here.
 DI6291
 DI6291.Click photographs - Photos may exist for this station.
 DI6291
 DI6291.The dynamic height is computed by dividing the NAVD 88
 DI6291.geopotential number by the normal gravity value computed on the
 DI6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6291.degrees latitude (g = 980.6199 gals.).
 DI6291
 DI6291.The modeled gravity was interpolated from observed gravity values.
 DI6291
 DI6291;                    North         East    Units  Estimated Accuracy
 DI6291;SPC MI S     -    68,080.    4,100,580.      MT  (+/- 180 meters Scaled)
 DI6291
 DI6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG221638(NAD 83)
 DI6291
 DI6291                          SUPERSEDED SURVEY CONTROL
 DI6291
 DI6291.No superseded survey control is available for this station.
 DI6291
 DI6291_STAMPING: 82625 2006
 DI6291_MARK LOGO: MIDT
 DI6291_PROJECTION: FLUSH
 DI6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6291+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6291
 DI6291  HISTORY     - Date     Condition        Report By
 DI6291  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6291  HISTORY     - 20200319 MARK NOT FOUND   MCA
 DI6291
 DI6291                          STATION DESCRIPTION
 DI6291
 DI6291'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6291'THE STATION IS LOCATED 2.8 MILES (4.51 KILOMETERS) SOUTHEAST OF
 DI6291'TRENTON, 1.8 MILES (2.9 KILOMETERS) SOUTHEAST OF GROSSE ILE, AND 5.5
 DI6291'MILES (8.8 KILOMETERS) NORTHEAST OF ROCKWOOD, IN THE SOUTHWEST
 DI6291'QUADRANT OF THE INTERSECTION OF EAST RIVER ROAD WITH GROH ROAD.
 DI6291'
 DI6291'TO REACH THE STATION FROM THE JUNCTION OF GROSSE ILE PARKWAY WITH
 DI6291'MERIDIAN ROAD, GO SOUTH ON MERIDIAN ROAD FOR 1.3 MILES (2.09
 DI6291'KILOMETERS) TO GROH ROAD, GO EAST ON GROH ROAD FOR 0.5 MILES (0.8
 DI6291'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6291'
 DI6291'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6291'DISK STAMPED 82625 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6291'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6291'(150.0 FEET) SOUTH OF THE CENTERLINE OF GROH ROAD, 22.6 METERS (74.2
 DI6291'FEET) NORTHWEST OF A TELEPHONE PEDESTAL BOX, 6.2 METERS (20.5 FEET)
 DI6291'WEST OF THE CENTERLINE OF EAST RIVER ROAD, 1.6 METERS (5.3 FEET) NORTH
 DI6291'OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--27763--, AND 11 INCHES (28
 DI6291'CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6291
 DI6291                          STATION RECOVERY (2020)
 DI6291
 DI6291'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6292 ***********************************************************************
 DI6292  DESIGNATION -  82626
 DI6292  PID         -  DI6292
 DI6292  STATE/COUNTY-  MI/WAYNE
 DI6292  COUNTRY     -  US
 DI6292  USGS QUAD   -  WYANDOTTE (2017)
 DI6292
 DI6292                         *CURRENT SURVEY CONTROL
 DI6292  ______________________________________________________________________
 DI6292* NAD 83(1986) POSITION- 42 09 44.     (N) 083 08 17.     (W)   SCALED
 DI6292* NAVD 88 ORTHO HEIGHT -   177.525 (meters)      582.43  (feet) ADJUSTED
 DI6292  ______________________________________________________________________
 DI6292  GEOID HEIGHT    -        -34.779 (meters)                     GEOID18
 DI6292  DYNAMIC HEIGHT  -        177.468 (meters)      582.24  (feet) COMP
 DI6292  MODELED GRAVITY -    980,297.1   (mgal)                       NAVD 88
 DI6292
 DI6292  VERT ORDER      -  SECOND    CLASS I
 DI6292
 DI6292.The horizontal coordinates were scaled from a map and have
 DI6292.an estimated accuracy of +/- 6 seconds.
 DI6292
 DI6292.The orthometric height was determined by differential leveling and
 DI6292.adjusted by the NATIONAL GEODETIC SURVEY
 DI6292.in July 2007.
 DI6292
 DI6292.No vertical observational check was made to the station.
 DI6292
 DI6292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6292.GEOID18 height accuracy estimate available here.
 DI6292
 DI6292.Click photographs - Photos may exist for this station.
 DI6292
 DI6292.The dynamic height is computed by dividing the NAVD 88
 DI6292.geopotential number by the normal gravity value computed on the
 DI6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6292.degrees latitude (g = 980.6199 gals.).
 DI6292
 DI6292.The modeled gravity was interpolated from observed gravity values.
 DI6292
 DI6292;                    North         East    Units  Estimated Accuracy
 DI6292;SPC MI S     -    74,300.    4,101,530.      MT  (+/- 180 meters Scaled)
 DI6292
 DI6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG233700(NAD 83)
 DI6292
 DI6292                          SUPERSEDED SURVEY CONTROL
 DI6292
 DI6292.No superseded survey control is available for this station.
 DI6292
 DI6292_MARKER: DD = SURVEY DISK
 DI6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6292_STAMPING: 82626 2006
 DI6292_MARK LOGO: MIDT
 DI6292_PROJECTION: FLUSH
 DI6292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6292+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6292
 DI6292  HISTORY     - Date     Condition        Report By
 DI6292  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6292
 DI6292                          STATION DESCRIPTION
 DI6292
 DI6292'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6292'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) NORTHEAST OF GROSSE
 DI6292'ILE, 2.6 MILES (4.18 KILOMETERS) NORTHEAST OF TRENTON, AND 3.6 MILES
 DI6292'(5.79 KILOMETERS) SOUTH-SOUTHEAST OF WYANDOTTE, IN THE SOUTHEAST
 DI6292'QUADRANT OF THE INTERSECTION OF EXTENDED HORSEMILL ROAD WITH EAST
 DI6292'RIVER ROAD.
 DI6292'
 DI6292'TO REACH THE STATION FROM THE JUNCTION OF BRIDGE ROAD WITH MERIDIAN
 DI6292'ROAD, GO SOUTH ON MERIDIAN ROAD FOR 0.6 MILES (0.97 KILOMETERS) TO
 DI6292'HORSEMILL ROAD, GO EAST ON HORSEMILL ROAD FOR 1.0 MILE (1.61
 DI6292'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6292'
 DI6292'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6292'DISK STAMPED 82626 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6292'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 68.6 METERS
 DI6292'(225.0 FEET) NORTH OF THE EXTENDED PRIVATE ENTRANCE--20060--, 15.2
 DI6292'METERS (50.0 FEET) SOUTH OF THE EXTENDED CENTERLINE OF HORSEMILL ROAD,
 DI6292'15.1 METERS (49.6 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 DI6292'CONCRETE FLAG POLE BASE, 8.3 METERS (27.3 FEET) EAST OF THE CENTERLINE
 DI6292'OF EAST RIVER ROAD, 3.3 METERS (10.7 FEET) SOUTH OF THE END GUARDRAIL
 DI6292'POST, AND 1.0 METER (3.25 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6293 ***********************************************************************
 DI6293  DESIGNATION -  82627
 DI6293  PID         -  DI6293
 DI6293  STATE/COUNTY-  MI/WAYNE
 DI6293  COUNTRY     -  US
 DI6293  USGS QUAD   -  WYANDOTTE (2017)
 DI6293
 DI6293                         *CURRENT SURVEY CONTROL
 DI6293  ______________________________________________________________________
 DI6293* NAD 83(1986) POSITION- 42 10 19.     (N) 083 09 19.     (W)   SCALED
 DI6293* NAVD 88 ORTHO HEIGHT -   178.130 (meters)      584.41  (feet) ADJUSTED
 DI6293  ______________________________________________________________________
 DI6293  GEOID HEIGHT    -        -34.747 (meters)                     GEOID18
 DI6293  DYNAMIC HEIGHT  -        178.073 (meters)      584.23  (feet) COMP
 DI6293  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 DI6293
 DI6293  VERT ORDER      -  SECOND    CLASS I
 DI6293
 DI6293.The horizontal coordinates were scaled from a map and have
 DI6293.an estimated accuracy of +/- 6 seconds.
 DI6293
 DI6293.The orthometric height was determined by differential leveling and
 DI6293.adjusted by the NATIONAL GEODETIC SURVEY
 DI6293.in July 2007.
 DI6293
 DI6293.No vertical observational check was made to the station.
 DI6293
 DI6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6293.GEOID18 height accuracy estimate available here.
 DI6293
 DI6293.Click photographs - Photos may exist for this station.
 DI6293
 DI6293.The dynamic height is computed by dividing the NAVD 88
 DI6293.geopotential number by the normal gravity value computed on the
 DI6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6293.degrees latitude (g = 980.6199 gals.).
 DI6293
 DI6293.The modeled gravity was interpolated from observed gravity values.
 DI6293
 DI6293;                    North         East    Units  Estimated Accuracy
 DI6293;SPC MI S     -    75,360.    4,100,090.      MT  (+/- 180 meters Scaled)
 DI6293
 DI6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG219711(NAD 83)
 DI6293
 DI6293                          SUPERSEDED SURVEY CONTROL
 DI6293
 DI6293.No superseded survey control is available for this station.
 DI6293
 DI6293_MARKER: DD = SURVEY DISK
 DI6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6293_STAMPING: 82627 2006
 DI6293_MARK LOGO: MIDT
 DI6293_PROJECTION: FLUSH
 DI6293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6293+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6293
 DI6293  HISTORY     - Date     Condition        Report By
 DI6293  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6293
 DI6293                          STATION DESCRIPTION
 DI6293
 DI6293'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6293'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) NORTHEAST OF
 DI6293'TRENTON, 2.9 MILES (4.67 KILOMETERS) NORTH-NORTHEAST OF GROSSE ILE,
 DI6293'AND 2.9 MILES (4.67 KILOMETERS) SOUTH-SOUTHWEST OF WYANDOTTE, IN THE
 DI6293'NORTHWEST QUADRANT OF THE INTERSECTION OF BRIDGE ROAD WITH MERIDIAN
 DI6293'ROAD.
 DI6293'
 DI6293'TO REACH THE STATION FROM THE JUNCTION OF BRIDGE ROAD WITH WEST
 DI6293'JEFFERSON AVENUE, GO SOUTHEAST ON BRIDGE ROAD FOR 0.7 MILES (1.13
 DI6293'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6293'
 DI6293'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6293'DISK STAMPED 82627 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6293'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 46.6 METERS
 DI6293'(153.0 FEET) WEST OF PRIVATE ENTRANCE--9020--, 13.0 METERS (42.6 FEET)
 DI6293'NORTH OF THE CENTERLINE OF BRIDGE ROAD, 6.3 METERS (20.7 FEET) WEST OF
 DI6293'THE CENTERLINE OF MERIDIAN ROAD, 4.5 METERS (14.6 FEET) NORTHEAST OF A
 DI6293'POWER POLE, AND 1.0 METER (3.25 FEET) WEST OF A CARSONITE WITNESS
 DI6293'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6294 ***********************************************************************
 DI6294  DESIGNATION -  82628
 DI6294  PID         -  DI6294
 DI6294  STATE/COUNTY-  MI/WAYNE
 DI6294  COUNTRY     -  US
 DI6294  USGS QUAD   -  WYANDOTTE (2017)
 DI6294
 DI6294                         *CURRENT SURVEY CONTROL
 DI6294  ______________________________________________________________________
 DI6294* NAD 83(1986) POSITION- 42 10 11.     (N) 083 13 01.     (W)   SCALED
 DI6294* NAVD 88 ORTHO HEIGHT -   182.112 (meters)      597.48  (feet) ADJUSTED
 DI6294  ______________________________________________________________________
 DI6294  GEOID HEIGHT    -        -34.710 (meters)                     GEOID18
 DI6294  DYNAMIC HEIGHT  -        182.054 (meters)      597.29  (feet) COMP
 DI6294  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 DI6294
 DI6294  VERT ORDER      -  SECOND    CLASS I
 DI6294
 DI6294.The horizontal coordinates were scaled from a map and have
 DI6294.an estimated accuracy of +/- 6 seconds.
 DI6294
 DI6294.The orthometric height was determined by differential leveling and
 DI6294.adjusted by the NATIONAL GEODETIC SURVEY
 DI6294.in July 2007.
 DI6294
 DI6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6294.GEOID18 height accuracy estimate available here.
 DI6294
 DI6294.Click photographs - Photos may exist for this station.
 DI6294
 DI6294.The dynamic height is computed by dividing the NAVD 88
 DI6294.geopotential number by the normal gravity value computed on the
 DI6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6294.degrees latitude (g = 980.6199 gals.).
 DI6294
 DI6294.The modeled gravity was interpolated from observed gravity values.
 DI6294
 DI6294;                    North         East    Units  Estimated Accuracy
 DI6294;SPC MI S     -    75,040.    4,095,000.      MT  (+/- 180 meters Scaled)
 DI6294
 DI6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG168709(NAD 83)
 DI6294
 DI6294                          SUPERSEDED SURVEY CONTROL
 DI6294
 DI6294.No superseded survey control is available for this station.
 DI6294
 DI6294_MARKER: DD = SURVEY DISK
 DI6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6294_STAMPING: 82628 2006
 DI6294_MARK LOGO: MIDT
 DI6294_PROJECTION: FLUSH
 DI6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6294+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2012
 DI6294
 DI6294  HISTORY     - Date     Condition        Report By
 DI6294  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6294  HISTORY     - 20120426 GOOD             ADVGEO
 DI6294
 DI6294                          STATION DESCRIPTION
 DI6294
 DI6294'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6294'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) SOUTHWEST OF
 DI6294'SOUTHGATE, 2.9 MILES (4.67 KILOMETERS) NORTHWEST OF TRENTON, AND 5.6
 DI6294'MILES (9.01 KILOMETERS) SOUTHEAST OF TAYLOR, IN THE NORTHWEST QUADRANT
 DI6294'OF THE INTERSECTION OF SIBLEY ROAD WITH RYANWOOD DRIVE.
 DI6294'
 DI6294'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6294'SIBLEY ROAD, GO EAST ON SIBLEY ROAD FOR 1.4 MILES (2.25 KILOMETERS) TO
 DI6294'THE STATION ON THE LEFT.
 DI6294'
 DI6294'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6294'DISK STAMPED 82628 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6294'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DI6294'(200.0 FEET) NORTH OF HOUSE--18960 CARRIAGE LANE--, 23.0 METERS (75.5
 DI6294'FEET) EAST OF A UTILITY POLE, 13.3 METERS (43.5 FEET) WEST OF THE
 DI6294'CENTERLINE OF CARRIAGE LANE, 6.5 METERS (21.2 FEET) EAST-NORTHEAST OF
 DI6294'THE CENTER OF A MANHOLE, 2.2 METERS (7.3 FEET) NORTH OF THE BACK OF A
 DI6294'CURB, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6294
 DI6294                          STATION RECOVERY (2012)
 DI6294
 DI6294'RECOVERY NOTE BY ADVANCED GEOMATICS 2012 (JHF)
 DI6294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6295 ***********************************************************************
 DI6295  DESIGNATION -  82629
 DI6295  PID         -  DI6295
 DI6295  STATE/COUNTY-  MI/WAYNE
 DI6295  COUNTRY     -  US
 DI6295  USGS QUAD   -  FLAT ROCK NE (2017)
 DI6295
 DI6295                         *CURRENT SURVEY CONTROL
 DI6295  ______________________________________________________________________
 DI6295* NAD 83(1986) POSITION- 42 10 54.     (N) 083 17 49.     (W)   SCALED
 DI6295* NAVD 88 ORTHO HEIGHT -   187.333 (meters)      614.61  (feet) ADJUSTED
 DI6295  ______________________________________________________________________
 DI6295  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 DI6295  DYNAMIC HEIGHT  -        187.273 (meters)      614.41  (feet) COMP
 DI6295  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 DI6295
 DI6295  VERT ORDER      -  SECOND    CLASS I
 DI6295
 DI6295.The horizontal coordinates were scaled from a map and have
 DI6295.an estimated accuracy of +/- 6 seconds.
 DI6295
 DI6295.The orthometric height was determined by differential leveling and
 DI6295.adjusted by the NATIONAL GEODETIC SURVEY
 DI6295.in July 2007.
 DI6295
 DI6295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6295.GEOID18 height accuracy estimate available here.
 DI6295
 DI6295.Click photographs - Photos may exist for this station.
 DI6295
 DI6295.The dynamic height is computed by dividing the NAVD 88
 DI6295.geopotential number by the normal gravity value computed on the
 DI6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6295.degrees latitude (g = 980.6199 gals.).
 DI6295
 DI6295.The modeled gravity was interpolated from observed gravity values.
 DI6295
 DI6295;                    North         East    Units  Estimated Accuracy
 DI6295;SPC MI S     -    76,280.    4,088,370.      MT  (+/- 180 meters Scaled)
 DI6295
 DI6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG103725(NAD 83)
 DI6295
 DI6295                          SUPERSEDED SURVEY CONTROL
 DI6295
 DI6295.No superseded survey control is available for this station.
 DI6295
 DI6295_MARKER: DD = SURVEY DISK
 DI6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6295_STAMPING: 82629 2006
 DI6295_MARK LOGO: MIDT
 DI6295_PROJECTION: FLUSH
 DI6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6295+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2016
 DI6295
 DI6295  HISTORY     - Date     Condition        Report By
 DI6295  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6295  HISTORY     - 20080514 GOOD             ROWEIN
 DI6295  HISTORY     - 20160901 GOOD             C2AE
 DI6295
 DI6295                          STATION DESCRIPTION
 DI6295
 DI6295'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6295'THE STATION IS LOCATED 5.7 MILES (9.17 KILOMETERS) SOUTHEAST OF
 DI6295'ROMULUS, 5.6 MILES (9.01 KILOMETERS) NORTHEAST OF NEW BOSTON, AND 5.7
 DI6295'MILES (9.17 KILOMETERS) SOUTHWEST OF SOUTHGATE, LOCATED NORTH OF
 DI6295'PENNSYLVANIA ROAD AND BETWEEN SOUTH BEECH DALY ROAD AND INKSTER ROAD.
 DI6295'
 DI6295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-24
 DI6295'(TELEGRAPH ROAD) WITH PENNSYLVANIA ROAD, GO WEST ON PENNSYLVANIA ROAD
 DI6295'FOR 1.5 MILES (2.41 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6295'
 DI6295'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6295'DISK STAMPED 82629 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6295'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 91.4 METERS
 DI6295'(300.0 FEET) WEST OF PENNSYLVANIA HEIGHTS DRIVE, 23.2 METERS (76.0
 DI6295'FEET) SOUTHEAST OF A POWER POLE, 20.2 METERS (66.2 FEET) NORTHEAST OF
 DI6295'THE TOP OF A FIRE HYDRANT, 6.7 METERS (22.0 FEET) NORTH OF THE
 DI6295'CENTERLINE OF PENNSYLVANIA ROAD, 0.99 METERS (3.2 FEET) NORTH OF A
 DI6295'CARSONITE WITNESS POST, AND LOCATED AT THE EXTENDED CENTER OF THE
 DI6295'DRIVE INTO LIVING WORD WORSHIP CENTER ADDRESS--26701--.
 DI6295
 DI6295                          STATION RECOVERY (2008)
 DI6295
 DI6295'RECOVERY NOTE BY ROWE INCORPORATED 2008 (IDJ)
 DI6295'RECOVERED IN GOOD CONDITION.
 DI6295
 DI6295                          STATION RECOVERY (2016)
 DI6295
 DI6295'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 DI6295'CARSONITE WITNESS POST IS GONE.  TALL WEEDS AROUND MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6296 ***********************************************************************
 DI6296  DESIGNATION -  82630
 DI6296  PID         -  DI6296
 DI6296  STATE/COUNTY-  MI/WAYNE
 DI6296  COUNTRY     -  US
 DI6296  USGS QUAD   -  FLAT ROCK NE (2017)
 DI6296
 DI6296                         *CURRENT SURVEY CONTROL
 DI6296  ______________________________________________________________________
 DI6296* NAD 83(1986) POSITION- 42 11 45.     (N) 083 19 33.     (W)   SCALED
 DI6296* NAVD 88 ORTHO HEIGHT -   191.928 (meters)      629.68  (feet) ADJUSTED
 DI6296  ______________________________________________________________________
 DI6296  GEOID HEIGHT    -        -34.571 (meters)                     GEOID18
 DI6296  DYNAMIC HEIGHT  -        191.868 (meters)      629.49  (feet) COMP
 DI6296  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 DI6296
 DI6296  VERT ORDER      -  SECOND    CLASS I
 DI6296
 DI6296.The horizontal coordinates were scaled from a map and have
 DI6296.an estimated accuracy of +/- 6 seconds.
 DI6296
 DI6296.The orthometric height was determined by differential leveling and
 DI6296.adjusted by the NATIONAL GEODETIC SURVEY
 DI6296.in July 2007.
 DI6296
 DI6296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6296.GEOID18 height accuracy estimate available here.
 DI6296
 DI6296.Click photographs - Photos may exist for this station.
 DI6296
 DI6296.The dynamic height is computed by dividing the NAVD 88
 DI6296.geopotential number by the normal gravity value computed on the
 DI6296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6296.degrees latitude (g = 980.6199 gals.).
 DI6296
 DI6296.The modeled gravity was interpolated from observed gravity values.
 DI6296
 DI6296;                    North         East    Units  Estimated Accuracy
 DI6296;SPC MI S     -    77,820.    4,085,970.      MT  (+/- 180 meters Scaled)
 DI6296
 DI6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079741(NAD 83)
 DI6296
 DI6296                          SUPERSEDED SURVEY CONTROL
 DI6296
 DI6296.No superseded survey control is available for this station.
 DI6296
 DI6296_MARKER: DD = SURVEY DISK
 DI6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6296_STAMPING: 82630 2006
 DI6296_MARK LOGO: MIDT
 DI6296_PROJECTION: FLUSH
 DI6296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6296+STABILITY: SURFACE MOTION
 DI6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6296+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 DI6296
 DI6296  HISTORY     - Date     Condition        Report By
 DI6296  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6296  HISTORY     - 20080911 GOOD             SPICE
 DI6296  HISTORY     - 20120131 GOOD             SPALD
 DI6296  HISTORY     - 20250616 GOOD             MIDT
 DI6296
 DI6296                          STATION DESCRIPTION
 DI6296
 DI6296'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6296'THE STATION IS LOCATED 4.3 MILES (6.92 KILOMETERS) SOUTHWEST OF
 DI6296'TAYLOR, 4.1 MILES (6.6 KILOMETERS) SOUTHEAST OF ROMULUS, AND 4.6 MILES
 DI6296'(7.4 KILOMETERS) NORHTEAST OF NEW BOSTON, IN THE NORTHEAST QUADRANT OF
 DI6296'THE INTERSECTION OF EUREKA ROAD WITH MIDDLEBELT ROAD.
 DI6296'
 DI6296'TO REACH THE STATION FROM THE JUNCTION OF MIDDLEBELT ROAD WITH EUREKA
 DI6296'ROAD, GO NORTH ON MIDDLEBELT ROAD FOR 45.7 METERS (150.0 FEET) TO THE
 DI6296'STATION ON THE LEFT.
 DI6296'
 DI6296'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6296'DISK STAMPED 82630 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6296'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6296'(150.0 FEET) NORTH OF THE CENTERLINE OF EUREKA ROAD, 16.0 METERS (52.5
 DI6296'FEET) SOUTH-SOUTHWEST OF A POWER POLE, 10.9 METERS (35.8 FEET) WEST OF
 DI6296'THE CENTERLINE OF MIDDLEBELT ROAD, 6.6 METERS (21.5 FEET) EAST OF A
 DI6296'FENCE LINE, 6.4 METERS (21.0 FEET) SOUTH OF THE EXTENDED CENTER OF THE
 DI6296'DRIVE TO BLOCKS GREENHOUSE, AND 0.99 METERS (3.2 FEET) WEST OF A
 DI6296'CARSONITE WITNESS POST.
 DI6296
 DI6296                          STATION RECOVERY (2008)
 DI6296
 DI6296'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008
 DI6296'RECOVERED IN GOOD CONDITION.
 DI6296
 DI6296                          STATION RECOVERY (2012)
 DI6296
 DI6296'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (JMI)
 DI6296'RECOVERED IN GOOD CONDITION.
 DI6296
 DI6296                          STATION RECOVERY (2025)
 DI6296
 DI6296'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6297 ***********************************************************************
 DI6297  DESIGNATION -  82631
 DI6297  PID         -  DI6297
 DI6297  STATE/COUNTY-  MI/WAYNE
 DI6297  COUNTRY     -  US
 DI6297  USGS QUAD   -  FLAT ROCK NE (2017)
 DI6297
 DI6297                         *CURRENT SURVEY CONTROL
 DI6297  ______________________________________________________________________
 DI6297* NAD 83(1986) POSITION- 42 13 07.38   (N) 083 19 37.78   (W)   HD_HELD1
 DI6297* NAVD 88 ORTHO HEIGHT -   191.627 (meters)      628.70  (feet) ADJUSTED
 DI6297  ______________________________________________________________________
 DI6297  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 DI6297  DYNAMIC HEIGHT  -        191.567 (meters)      628.50  (feet) COMP
 DI6297  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 DI6297
 DI6297  VERT ORDER      -  SECOND    CLASS I
 DI6297
 DI6297.The horizontal coordinates were determined by differentially corrected
 DI6297.hand held GPS observations or other comparable positioning techniques
 DI6297.and have an estimated accuracy of +/- 3 meters.
 DI6297
 DI6297.The orthometric height was determined by differential leveling and
 DI6297.adjusted by the NATIONAL GEODETIC SURVEY
 DI6297.in July 2007.
 DI6297
 DI6297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6297.GEOID18 height accuracy estimate available here.
 DI6297
 DI6297.Click photographs - Photos may exist for this station.
 DI6297
 DI6297.The dynamic height is computed by dividing the NAVD 88
 DI6297.geopotential number by the normal gravity value computed on the
 DI6297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6297.degrees latitude (g = 980.6199 gals.).
 DI6297
 DI6297.The modeled gravity was interpolated from observed gravity values.
 DI6297
 DI6297;                    North         East    Units  Estimated Accuracy
 DI6297;SPC MI S     -    80,363.8   4,085,823.9     MT  (+/- 3 meters HH1 GPS) 
 DI6297
 DI6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0792676682(NAD 83)
 DI6297
 DI6297                          SUPERSEDED SURVEY CONTROL
 DI6297
 DI6297.No superseded survey control is available for this station.
 DI6297
 DI6297_MARKER: DD = SURVEY DISK
 DI6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6297_STAMPING: 82631 2006
 DI6297_MARK LOGO: MIDT
 DI6297_PROJECTION: FLUSH
 DI6297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6297+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DI6297
 DI6297  HISTORY     - Date     Condition        Report By
 DI6297  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6297  HISTORY     - 20120208 GOOD             SPALD
 DI6297  HISTORY     - 20180524 GOOD             MIDT
 DI6297
 DI6297                          STATION DESCRIPTION
 DI6297
 DI6297'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6297'THE STATION IS LOCATED 5.5 MILES (8.85 KILOMETERS) NORTHEAST OF NEW
 DI6297'BOSTON, 3.6 MILES (5.79 KILOMETERS) EAST OF ROMULUS, AND 3.4 MILES
 DI6297'(5.47 KILOMETERS) SOUTHWEST OF TAYLOR, LOCATED WEST OF MIDDLEBELT ROAD
 DI6297'AND BETWEEN GODDARD ROAD AND NORTHLINE ROAD.
 DI6297'
 DI6297'TO REACH THE STATION FROM THE JUNCTION OF MIDDLEBELT ROAD WITH EUREKA
 DI6297'ROAD, GO NORTH ON MIDDLEBELT ROAD FOR 1.6 MILES (2.57 KILOMETERS) TO
 DI6297'THE STATION ON THE LEFT.
 DI6297'
 DI6297'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6297'DISK STAMPED 82631 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6297'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 609.6 METERS
 DI6297'(2000.0 FEET) SOUTH OF GODDARD ROAD, 137.2 METERS (450.0 FEET) SOUTH
 DI6297'OF PRIVATE ENTRANCE--11375--, 39.8 METERS (130.7 FEET) NORTHEAST OF A
 DI6297'MANHOLE, 19.8 METERS (65.0 FEET) EAST OF THE AIRPORT PROPERTY FENCE
 DI6297'LINE, 1.7 METERS (5.5 FEET) WEST OF THE BACK OF A CURB, AND 0.99
 DI6297'METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6297
 DI6297                          STATION RECOVERY (2012)
 DI6297
 DI6297'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (JMI)
 DI6297'RECOVERED IN GOOD CONDITION.
 DI6297
 DI6297                          STATION RECOVERY (2018)
 DI6297
 DI6297'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 DI6297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6298 ***********************************************************************
 DI6298  DESIGNATION -  82632
 DI6298  PID         -  DI6298
 DI6298  STATE/COUNTY-  MI/WAYNE
 DI6298  COUNTRY     -  US
 DI6298  USGS QUAD   -  INKSTER (2017)
 DI6298
 DI6298                         *CURRENT SURVEY CONTROL
 DI6298  ______________________________________________________________________
 DI6298* NAD 83(1986) POSITION- 42 16 30.     (N) 083 19 41.     (W)   SCALED
 DI6298* NAVD 88 ORTHO HEIGHT -   194.650 (meters)      638.61  (feet) ADJUSTED
 DI6298  ______________________________________________________________________
 DI6298  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 DI6298  DYNAMIC HEIGHT  -        194.591 (meters)      638.42  (feet) COMP
 DI6298  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 DI6298
 DI6298  VERT ORDER      -  SECOND    CLASS I
 DI6298
 DI6298.The horizontal coordinates were scaled from a map and have
 DI6298.an estimated accuracy of +/- 6 seconds.
 DI6298
 DI6298.The orthometric height was determined by differential leveling and
 DI6298.adjusted by the NATIONAL GEODETIC SURVEY
 DI6298.in July 2007.
 DI6298
 DI6298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6298.GEOID18 height accuracy estimate available here.
 DI6298
 DI6298.Click photographs - Photos may exist for this station.
 DI6298
 DI6298.The dynamic height is computed by dividing the NAVD 88
 DI6298.geopotential number by the normal gravity value computed on the
 DI6298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6298.degrees latitude (g = 980.6199 gals.).
 DI6298
 DI6298.The modeled gravity was interpolated from observed gravity values.
 DI6298
 DI6298;                    North         East    Units  Estimated Accuracy
 DI6298;SPC MI S     -    86,610.    4,085,670.      MT  (+/- 180 meters Scaled)
 DI6298
 DI6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG080829(NAD 83)
 DI6298
 DI6298                          SUPERSEDED SURVEY CONTROL
 DI6298
 DI6298.No superseded survey control is available for this station.
 DI6298
 DI6298_MARKER: DD = SURVEY DISK
 DI6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6298_STAMPING: 82632 2006
 DI6298_MARK LOGO: MIDT
 DI6298_PROJECTION: FLUSH
 DI6298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6298+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2009
 DI6298
 DI6298  HISTORY     - Date     Condition        Report By
 DI6298  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6298  HISTORY     - 20090928 GOOD             JCLS
 DI6298
 DI6298                          STATION DESCRIPTION
 DI6298
 DI6298'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6298'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) EAST-SOUTHEAST OF
 DI6298'WAYNE, 1.7 MILES (2.74 KILOMETERS) SOUTHWEST OF INKSTER, AND SOUTHEAST
 DI6298'OF TAYLOR IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF MIDDLEBELT
 DI6298'ROAD WITH ANNAPOLIS ROAD.
 DI6298'
 DI6298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-12 WITH
 DI6298'MIDDLEBELT ROAD, GO SOUTH ON MIDDLEBELT ROAD FOR 1.0 MILE (1.61
 DI6298'KILOMETERS) TO ANNAPOLIS ROAD, GO EAST ON ANNAPOLIS ROAD FOR 33.5
 DI6298'METERS (110.0 FEET) TO THE STATION ON THE LEFT.
 DI6298'
 DI6298'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6298'DISK STAMPED 82632 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6298'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 53.6 METERS
 DI6298'(176.0 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--29101--,
 DI6298'33.5 METERS (110.0 FEET) EAST OF THE CENTERLINE OF MIDDLEBELT ROAD,
 DI6298'17.1 METERS (56.0 FEET) WEST OF THE CENTERLINE OF NORTHLAND STREET,
 DI6298'12.1 METERS (39.8 FEET) EAST-SOUTHEAST OF THE TOP OF A FIRE HYDRANT,
 DI6298'1.4 METERS (4.5 FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS
 DI6298'(3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6298
 DI6298                          STATION RECOVERY (2009)
 DI6298
 DI6298'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DI6298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6299 ***********************************************************************
 DI6299  DESIGNATION -  82633
 DI6299  PID         -  DI6299
 DI6299  STATE/COUNTY-  MI/WAYNE
 DI6299  COUNTRY     -  US
 DI6299  USGS QUAD   -  INKSTER (2017)
 DI6299
 DI6299                         *CURRENT SURVEY CONTROL
 DI6299  ______________________________________________________________________
 DI6299* NAD 83(1986) POSITION- 42 17 40.     (N) 083 18 36.     (W)   SCALED
 DI6299* NAVD 88 ORTHO HEIGHT -   191.038 (meters)      626.76  (feet) ADJUSTED
 DI6299  ______________________________________________________________________
 DI6299  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 DI6299  DYNAMIC HEIGHT  -        190.981 (meters)      626.58  (feet) COMP
 DI6299  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 DI6299
 DI6299  VERT ORDER      -  SECOND    CLASS I
 DI6299
 DI6299.The horizontal coordinates were scaled from a map and have
 DI6299.an estimated accuracy of +/- 6 seconds.
 DI6299
 DI6299.The orthometric height was determined by differential leveling and
 DI6299.adjusted by the NATIONAL GEODETIC SURVEY
 DI6299.in July 2007.
 DI6299
 DI6299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6299.GEOID18 height accuracy estimate available here.
 DI6299
 DI6299.Click photographs - Photos may exist for this station.
 DI6299
 DI6299.The dynamic height is computed by dividing the NAVD 88
 DI6299.geopotential number by the normal gravity value computed on the
 DI6299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6299.degrees latitude (g = 980.6199 gals.).
 DI6299
 DI6299.The modeled gravity was interpolated from observed gravity values.
 DI6299
 DI6299;                    North         East    Units  Estimated Accuracy
 DI6299;SPC MI S     -    88,790.    4,087,140.      MT  (+/- 180 meters Scaled)
 DI6299
 DI6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG095850(NAD 83)
 DI6299
 DI6299                          SUPERSEDED SURVEY CONTROL
 DI6299
 DI6299.No superseded survey control is available for this station.
 DI6299
 DI6299_MARKER: DD = SURVEY DISK
 DI6299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6299_STAMPING: 82633 2006
 DI6299_MARK LOGO: MIDT
 DI6299_PROJECTION: FLUSH
 DI6299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6299+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DI6299
 DI6299  HISTORY     - Date     Condition        Report By
 DI6299  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6299
 DI6299                          STATION DESCRIPTION
 DI6299
 DI6299'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6299'THE STATION IS LOCATED IN INKSTER, 2.4 MILES (3.86 KILOMETERS)
 DI6299'SOUTHEAST OF GARDEN CITY, 4.16 MILES (6.69 KILOMETERS) NORTHWEST OF
 DI6299'TAYLOR, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF INKSTER ROAD
 DI6299'AND STATE HIGHWAY M-12 (MICHIGAN AVENUE).
 DI6299'
 DI6299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-12 WITH
 DI6299'INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 30.5 METERS (100.0 FEET) TO
 DI6299'THE STATION ON THE LEFT.
 DI6299'
 DI6299'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6299'DISK STAMPED 82633 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6299'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 30.5 METERS
 DI6299'(100.0 FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY M-12 (MICHIGAN
 DI6299'AVENUE), 12.3 METERS (40.3 FEET) SOUTH OF THE CENTER OF A POWER POLE,
 DI6299'11.6 METERS (38.1 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DI6299'BUILDING--2228--, 6.9 METERS (22.8 FEET) SOUTHEAST OF THE CENTER OF A
 DI6299'MANHOLE, 2.9 METERS (9.4 FEET) WEST OF THE BACK OF A CURB, AND 0.99
 DI6299'METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6300 ***********************************************************************
 DI6300  DESIGNATION -  82634
 DI6300  PID         -  DI6300
 DI6300  STATE/COUNTY-  MI/WAYNE
 DI6300  COUNTRY     -  US
 DI6300  USGS QUAD   -  INKSTER (2017)
 DI6300
 DI6300                         *CURRENT SURVEY CONTROL
 DI6300  ______________________________________________________________________
 DI6300* NAD 83(1986) POSITION- 42 18 19.     (N) 083 18 38.     (W)   SCALED
 DI6300* NAVD 88 ORTHO HEIGHT -   190.115 (meters)      623.74  (feet) ADJUSTED
 DI6300  ______________________________________________________________________
 DI6300  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 DI6300  DYNAMIC HEIGHT  -        190.059 (meters)      623.55  (feet) COMP
 DI6300  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 DI6300
 DI6300  VERT ORDER      -  SECOND    CLASS I
 DI6300
 DI6300.The horizontal coordinates were scaled from a map and have
 DI6300.an estimated accuracy of +/- 6 seconds.
 DI6300
 DI6300.The orthometric height was determined by differential leveling and
 DI6300.adjusted by the NATIONAL GEODETIC SURVEY
 DI6300.in July 2007.
 DI6300
 DI6300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6300.GEOID18 height accuracy estimate available here.
 DI6300
 DI6300.Click photographs - Photos may exist for this station.
 DI6300
 DI6300.The dynamic height is computed by dividing the NAVD 88
 DI6300.geopotential number by the normal gravity value computed on the
 DI6300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6300.degrees latitude (g = 980.6199 gals.).
 DI6300
 DI6300.The modeled gravity was interpolated from observed gravity values.
 DI6300
 DI6300;                    North         East    Units  Estimated Accuracy
 DI6300;SPC MI S     -    90,000.    4,087,070.      MT  (+/- 180 meters Scaled)
 DI6300
 DI6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG095862(NAD 83)
 DI6300
 DI6300                          SUPERSEDED SURVEY CONTROL
 DI6300
 DI6300.No superseded survey control is available for this station.
 DI6300
 DI6300_MARKER: DD = SURVEY DISK
 DI6300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6300_STAMPING: 82634 2006
 DI6300_MARK LOGO: MIDT
 DI6300_PROJECTION: FLUSH
 DI6300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6300+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DI6300
 DI6300  HISTORY     - Date     Condition        Report By
 DI6300  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6300
 DI6300                          STATION DESCRIPTION
 DI6300
 DI6300'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6300'THE STATION IS LOCATED 0.8 MILES (1.29 KILOMETERS) NORTH OF INKSTER,
 DI6300'1.8 MILES (2.9 KILOMETERS) SOUTHEAST OF GARDEN CITY, AND 3.0 MILES
 DI6300'(4.83 KILOMETERS) SOUTHWEST OF DEARBORN HEIGHTS, LOCATED WEST OF
 DI6300'INKSTER ROAD AND BETWEEN WOODSFIELD STREET AND AVONDALE STREET.
 DI6300'
 DI6300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-12 WITH
 DI6300'INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 0.8 MILES (1.29 KILOMETERS)
 DI6300'TO THE STATION ON THE LEFT.
 DI6300'
 DI6300'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6300'DISK STAMPED 82634 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6300'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 117.3 METERS
 DI6300'(385.0 FEET) NORTH OF THE INTERSECTION OF INKSTER ROAD WITH AVONDALE
 DI6300'STREET, 13.4 METERS (43.8 FEET) SOUTH OF THE CENTER OF THE SOUTHERLY
 DI6300'MOST DRIVE TO THE MOBIL GAS STATION ADDRESS--780--, 9.6 METERS (31.5
 DI6300'FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF THE MOBIL
 DI6300'SIGN, 2.0 METERS (6.6 FEET) WEST OF THE BACK OF A CURB, AND 0.99
 DI6300'METERS (3.2 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6434 ***********************************************************************
 DI6434  DESIGNATION -  82635
 DI6434  PID         -  DI6434
 DI6434  STATE/COUNTY-  MI/WAYNE
 DI6434  COUNTRY     -  US
 DI6434  USGS QUAD   -  INKSTER (2017)
 DI6434
 DI6434                         *CURRENT SURVEY CONTROL
 DI6434  ______________________________________________________________________
 DI6434* NAD 83(2011) POSITION- 42 19 39.83215(N) 083 18 41.99679(W)   ADJUSTED
 DI6434* NAD 83(2011) ELLIP HT-   157.787 (meters)        (06/27/12)   ADJUSTED
 DI6434* NAD 83(2011) EPOCH   -  2010.00
 DI6434* NAVD 88 ORTHO HEIGHT -   192.050 (meters)      630.08  (feet) ADJUSTED
 DI6434  ______________________________________________________________________
 DI6434  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 DI6434  NAD 83(2011) X  -    550,043.531 (meters)                     COMP
 DI6434  NAD 83(2011) Y  - -4,690,539.128 (meters)                     COMP
 DI6434  NAD 83(2011) Z  -  4,272,693.135 (meters)                     COMP
 DI6434  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DI6434  DYNAMIC HEIGHT  -        191.994 (meters)      629.90  (feet) COMP
 DI6434  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 DI6434
 DI6434  VERT ORDER      -  SECOND    CLASS I
 DI6434
 DI6434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6434  Standards:
 DI6434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6434  -------------------------------------------------------------------
 DI6434  NETWORK    0.21   0.35           0.10   0.07   0.18     -0.05037297
 DI6434  -------------------------------------------------------------------
 DI6434  Click here for local accuracies and other accuracy information.
 DI6434
 DI6434.The horizontal coordinates were established by GPS observations
 DI6434.and adjusted by the National Geodetic Survey in June 2012.
 DI6434
 DI6434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6434.been affixed to the stable North American tectonic plate. See 
 DI6434.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6434
 DI6434.The horizontal coordinates are valid at the epoch date displayed above
 DI6434.which is a decimal equivalence of Year/Month/Day.
 DI6434
 DI6434.The orthometric height was determined by differential leveling and
 DI6434.adjusted by the NATIONAL GEODETIC SURVEY
 DI6434.in July 2007.
 DI6434
 DI6434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6434.GEOID18 height accuracy estimate available here.
 DI6434
 DI6434.Click photographs - Photos may exist for this station.
 DI6434
 DI6434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6434
 DI6434.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6434
 DI6434.The ellipsoidal height was determined by GPS observations
 DI6434.and is referenced to NAD 83.
 DI6434
 DI6434.The dynamic height is computed by dividing the NAVD 88
 DI6434.geopotential number by the normal gravity value computed on the
 DI6434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6434.degrees latitude (g = 980.6199 gals.).
 DI6434
 DI6434.The modeled gravity was interpolated from observed gravity values.
 DI6434
 DI6434. The following values were computed from the NAD 83(2011) position.
 DI6434
 DI6434;                    North         East     Units Scale Factor Converg.
 DI6434;SPC MI S     -    92,487.538 4,086,951.399   MT  0.99995386   +0 43 04.7
 DI6434;SPC MI S     -   303,436.80 13,408,633.20   iFT  0.99995386   +0 43 04.7
 DI6434;UTM  17      - 4,688,752.906   309,533.929   MT  1.00004637   -1 33 25.5
 DI6434
 DI6434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6434!SPC MI S     -   0.99997525  x   0.99995386  =   0.99992912
 DI6434!UTM  17      -   0.99997525  x   1.00004637  =   1.00002162
 DI6434
 DI6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0953388752(NAD 83)
 DI6434
 DI6434                          SUPERSEDED SURVEY CONTROL
 DI6434
 DI6434  NAD 83(2007)-  42 19 39.83232(N)    083 18 41.99759(W) AD(2002.00) 1
 DI6434  ELLIP H (06/10/07)  157.795  (m)                       GP(2002.00) 4 1
 DI6434  NAVD 88             192.05   (m)          630.1    (f) LEVELING    3  
 DI6434
 DI6434.Superseded values are not recommended for survey control.
 DI6434
 DI6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6434.See file dsdata.pdf to determine how the superseded data were derived.
 DI6434
 DI6434_MARKER: DD = SURVEY DISK
 DI6434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6434_STAMPING: 82635 2006
 DI6434_MARK LOGO: MIDT
 DI6434_PROJECTION: FLUSH
 DI6434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6434+STABILITY: SURFACE MOTION
 DI6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6434+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 DI6434
 DI6434  HISTORY     - Date     Condition        Report By
 DI6434  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6434  HISTORY     - 20120717 GOOD             GEOCAC
 DI6434  HISTORY     - 20130524 GOOD             INDIV
 DI6434  HISTORY     - 20141230 GOOD             INDIV
 DI6434  HISTORY     - 20190716 GOOD             FTCH
 DI6434  HISTORY     - 20200730 GOOD             MIDT
 DI6434  HISTORY     - 20250616 GOOD             MIDT
 DI6434
 DI6434                          STATION DESCRIPTION
 DI6434
 DI6434'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6434'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) SOUTHWEST OF
 DI6434'DEARBORN HEIGHTS, 1.0 MILE (1.61 KILOMETERS) EAST OF GARDEN CITY, AND
 DI6434'6.4 MILES (10.3 KILOMETERS) NORTHWEST OF TAYLOR, LOCATED WEST OF
 DI6434'INKSTER ROAD AND BETWEEN BEECHWOOD STREET AND STATE HIGHWAY M-153
 DI6434'(FORD ROAD).
 DI6434'
 DI6434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-153 (FORD
 DI6434'ROAD) WITH INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 0.1 MILES (0.16
 DI6434'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6434'
 DI6434'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6434'DISK STAMPED 82635 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6434'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 26.5 METERS (86.9
 DI6434'FEET) SOUTH OF THE CENTERLINE OF BEECHWOOD STREET, 14.7 METERS (48.2
 DI6434'FEET) SOUTH-SOUTHWEST OF THE CENTER OF A CATCH BASIN, 11.4 METERS
 DI6434'(37.5 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF BEECHWOOD CLINIC
 DI6434'ADDRESS--5755--, 1.6 METERS (5.1 FEET) WEST OF THE BACK OF A CURB, AND
 DI6434'0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6434
 DI6434                          STATION RECOVERY (2012)
 DI6434
 DI6434'RECOVERY NOTE BY GEOCACHING 2012 (DJP)
 DI6434'THE MARK WAS IN GOOD CONDITION.  THE WITNESS POST WAS MISSING.
 DI6434
 DI6434                          STATION RECOVERY (2013)
 DI6434
 DI6434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DI6434'RECOVERED IN GOOD CONDITION.
 DI6434
 DI6434                          STATION RECOVERY (2014)
 DI6434
 DI6434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (ALG)
 DI6434'RECOVERED IN GOOD CONDITION.
 DI6434
 DI6434                          STATION RECOVERY (2019)
 DI6434
 DI6434'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2019 (AGB)
 DI6434'RECOVERED IN GOOD CONDITION.
 DI6434
 DI6434                          STATION RECOVERY (2020)
 DI6434
 DI6434'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6434'RECOVERED IN GOOD CONDITION.
 DI6434
 DI6434                          STATION RECOVERY (2025)
 DI6434
 DI6434'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6301 ***********************************************************************
 DI6301  DESIGNATION -  82636
 DI6301  PID         -  DI6301
 DI6301  STATE/COUNTY-  MI/WAYNE
 DI6301  COUNTRY     -  US
 DI6301  USGS QUAD   -  INKSTER (2017)
 DI6301
 DI6301                         *CURRENT SURVEY CONTROL
 DI6301  ______________________________________________________________________
 DI6301* NAD 83(1986) POSITION- 42 22 13.     (N) 083 18 49.     (W)   SCALED
 DI6301* NAVD 88 ORTHO HEIGHT -   192.061 (meters)      630.12  (feet) ADJUSTED
 DI6301  ______________________________________________________________________
 DI6301  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 DI6301  DYNAMIC HEIGHT  -        192.006 (meters)      629.94  (feet) COMP
 DI6301  MODELED GRAVITY -    980,330.5   (mgal)                       NAVD 88
 DI6301
 DI6301  VERT ORDER      -  SECOND    CLASS I
 DI6301
 DI6301.The horizontal coordinates were scaled from a map and have
 DI6301.an estimated accuracy of +/- 6 seconds.
 DI6301
 DI6301.The orthometric height was determined by differential leveling and
 DI6301.adjusted by the NATIONAL GEODETIC SURVEY
 DI6301.in July 2007.
 DI6301
 DI6301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6301.GEOID18 height accuracy estimate available here.
 DI6301
 DI6301.Click photographs - Photos may exist for this station.
 DI6301
 DI6301.The dynamic height is computed by dividing the NAVD 88
 DI6301.geopotential number by the normal gravity value computed on the
 DI6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6301.degrees latitude (g = 980.6199 gals.).
 DI6301
 DI6301.The modeled gravity was interpolated from observed gravity values.
 DI6301
 DI6301;                    North         East    Units  Estimated Accuracy
 DI6301;SPC MI S     -    97,210.    4,086,730.      MT  (+/- 180 meters Scaled)
 DI6301
 DI6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG095934(NAD 83)
 DI6301
 DI6301                          SUPERSEDED SURVEY CONTROL
 DI6301
 DI6301.No superseded survey control is available for this station.
 DI6301
 DI6301_MARKER: DD = SURVEY DISK
 DI6301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6301_STAMPING: 82636 2006
 DI6301_MARK LOGO: MIDT
 DI6301_PROJECTION: FLUSH
 DI6301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6301+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 DI6301
 DI6301  HISTORY     - Date     Condition        Report By
 DI6301  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6301  HISTORY     - 20081208 GOOD             AHI
 DI6301  HISTORY     - 20091109 GOOD             SPICE
 DI6301
 DI6301                          STATION DESCRIPTION
 DI6301
 DI6301'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6301'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) EAST OF LIVONIA,
 DI6301'1.3 MILES (2.09 KILOMETERS) SOUTHWEST OF REDFORD, AND 3.0 MILES (4.83
 DI6301'KILOMETERS) NORTHWEST OF DEARBORN HEIGHTS, IN THE NORTHWEST QUADRANT
 DI6301'OF THE INTERSECTION OF PLYMOUTH ROAD WITH INKSTER ROAD.
 DI6301'
 DI6301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-153 (FORD
 DI6301'ROAD) WITH INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 3.0 MILES (4.83
 DI6301'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6301'
 DI6301'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6301'DISK STAMPED 82636 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6301'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DI6301'(200.0 FEET) NORTH OF THE CENTERLINE OF PLYMOUTH ROAD, 20.1 METERS
 DI6301'(66.0 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR RAYNOR OVERHEAD DOOR
 DI6301'CORP. ADDRESS --11615--, 3.0 METERS (9.7 FEET) SOUTH-SOUTHEAST OF A
 DI6301'SEWER MANHOLE, 2.9 METERS (9.5 FEET) NORTH-NORTHEAST OF A POWER POLE,
 DI6301'1.1 METERS (3.5 FEET) WEST OF THE BACK OF A CURB, AND 0.99 METERS (3.2
 DI6301'FEET) EAST OF A CARSONITE WITNESS POST.
 DI6301
 DI6301                          STATION RECOVERY (2008)
 DI6301
 DI6301'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 DI6301'RECOVERED IN GOOD CONDITION.
 DI6301
 DI6301                          STATION RECOVERY (2009)
 DI6301
 DI6301'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6398 ***********************************************************************
 DI6398  DESIGNATION -  82637
 DI6398  PID         -  DI6398
 DI6398  STATE/COUNTY-  MI/WAYNE
 DI6398  COUNTRY     -  US
 DI6398  USGS QUAD   -  REDFORD (2017)
 DI6398
 DI6398                         *CURRENT SURVEY CONTROL
 DI6398  ______________________________________________________________________
 DI6398* NAD 83(2011) POSITION- 42 23 31.21022(N) 083 18 53.10794(W)   ADJUSTED
 DI6398* NAD 83(2011) ELLIP HT-   158.141 (meters)        (06/27/12)   ADJUSTED
 DI6398* NAD 83(2011) EPOCH   -  2010.00
 DI6398* NAVD 88 ORTHO HEIGHT -   192.288 (meters)      630.86  (feet) ADJUSTED
 DI6398  ______________________________________________________________________
 DI6398  GEOID HEIGHT    -        -34.148 (meters)                     GEOID18
 DI6398  NAD 83(2011) X  -    549,230.876 (meters)                     COMP
 DI6398  NAD 83(2011) Y  - -4,685,791.236 (meters)                     COMP
 DI6398  NAD 83(2011) Z  -  4,277,968.942 (meters)                     COMP
 DI6398  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 DI6398  DYNAMIC HEIGHT  -        192.233 (meters)      630.68  (feet) COMP
 DI6398  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DI6398
 DI6398  VERT ORDER      -  SECOND    CLASS I
 DI6398
 DI6398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6398  Standards:
 DI6398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6398  -------------------------------------------------------------------
 DI6398  NETWORK    0.22   0.33           0.10   0.08   0.17     -0.05040083
 DI6398  -------------------------------------------------------------------
 DI6398  Click here for local accuracies and other accuracy information.
 DI6398
 DI6398.The horizontal coordinates were established by GPS observations
 DI6398.and adjusted by the National Geodetic Survey in June 2012.
 DI6398
 DI6398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6398.been affixed to the stable North American tectonic plate. See 
 DI6398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6398
 DI6398.The horizontal coordinates are valid at the epoch date displayed above
 DI6398.which is a decimal equivalence of Year/Month/Day.
 DI6398
 DI6398.The orthometric height was determined by differential leveling and
 DI6398.adjusted by the NATIONAL GEODETIC SURVEY
 DI6398.in July 2007.
 DI6398
 DI6398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6398.GEOID18 height accuracy estimate available here.
 DI6398
 DI6398.Click photographs - Photos may exist for this station.
 DI6398
 DI6398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6398
 DI6398.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6398
 DI6398.The ellipsoidal height was determined by GPS observations
 DI6398.and is referenced to NAD 83.
 DI6398
 DI6398.The dynamic height is computed by dividing the NAVD 88
 DI6398.geopotential number by the normal gravity value computed on the
 DI6398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6398.degrees latitude (g = 980.6199 gals.).
 DI6398
 DI6398.The modeled gravity was interpolated from observed gravity values.
 DI6398
 DI6398. The following values were computed from the NAD 83(2011) position.
 DI6398
 DI6398;                    North         East     Units Scale Factor Converg.
 DI6398;SPC MI S     -    99,622.748 4,086,607.841   MT  0.99994366   +0 42 57.1
 DI6398;SPC MI S     -   326,846.29 13,407,506.04   iFT  0.99994366   +0 42 57.1
 DI6398;UTM  17      - 4,695,896.830   309,473.996   MT  1.00004665   -1 33 39.9
 DI6398
 DI6398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6398!SPC MI S     -   0.99997520  x   0.99994366  =   0.99991886
 DI6398!UTM  17      -   0.99997520  x   1.00004665  =   1.00002185
 DI6398
 DI6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0947395896(NAD 83)
 DI6398
 DI6398                          SUPERSEDED SURVEY CONTROL
 DI6398
 DI6398  NAD 83(2007)-  42 23 31.21038(N)    083 18 53.10876(W) AD(2002.00) 1
 DI6398  ELLIP H (06/10/07)  158.149  (m)                       GP(2002.00) 4 1
 DI6398  NAVD 88             192.29   (m)          630.9    (f) LEVELING    3  
 DI6398
 DI6398.Superseded values are not recommended for survey control.
 DI6398
 DI6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6398.See file dsdata.pdf to determine how the superseded data were derived.
 DI6398
 DI6398_MARKER: DD = SURVEY DISK
 DI6398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6398_STAMPING: 82637 2006
 DI6398_MARK LOGO: MIDT
 DI6398_PROJECTION: FLUSH
 DI6398_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6398+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 DI6398
 DI6398  HISTORY     - Date     Condition        Report By
 DI6398  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6398  HISTORY     - 20081208 GOOD             AHI
 DI6398  HISTORY     - 20091109 GOOD             SPICE
 DI6398
 DI6398                          STATION DESCRIPTION
 DI6398
 DI6398'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6398'THE STATION IS LOCATED 1.2 MILES (1.93 KILOMETERS) NORTHWEST OF
 DI6398'REDFORD, 2.6 MILES (4.18 KILOMETERS) NORTHEAST OF LIVONIA, AND 4.7
 DI6398'MILES (7.56 KILOMETERS) NORTH-NORTHEAST OF GARDEN CITY, IN THE
 DI6398'NORTHEAST QUADRANT OF THE INTERSECTION OF EXTENDED LYNDON WITH INKSTER
 DI6398'ROAD.
 DI6398'
 DI6398'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-96
 DI6398'(SCHOOLCRAFT) WITH INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 0.5
 DI6398'MILES (0.8 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6398'
 DI6398'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6398'DISK STAMPED 82637 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6398'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 53.3 METERS
 DI6398'(175.0 FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE
 DI6398'ENTRANCE--27345--, 25.5 METERS (83.6 FEET) NORTH-NORTHEAST OF THE TOP
 DI6398'OF A FIRE HYDRANT, 22.9 METERS (75.0 FEET) NORTH OF A LIGHT POLE BASE,
 DI6398'16.3 METERS (53.5 FEET) NORTH OF THE EXTENDED CENTERLINE OF LYNDON,
 DI6398'1.1 METERS (3.6 FEET) WEST OF THE BACK OF A CURB, AND 0.99 METERS (3.2
 DI6398'FEET) EAST OF A CARSONITE WITNESS POST.
 DI6398
 DI6398                          STATION RECOVERY (2008)
 DI6398
 DI6398'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2008 (CCM)
 DI6398'RECOVERED IN GOOD CONDITION.
 DI6398
 DI6398                          STATION RECOVERY (2009)
 DI6398
 DI6398'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2009 (ESB)
 DI6398'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6369 ***********************************************************************
 DI6369  DESIGNATION -  82638
 DI6369  PID         -  DI6369
 DI6369  STATE/COUNTY-  MI/WAYNE
 DI6369  COUNTRY     -  US
 DI6369  USGS QUAD   -  BELLEVILLE (2017)
 DI6369
 DI6369                         *CURRENT SURVEY CONTROL
 DI6369  ______________________________________________________________________
 DI6369* NAD 83(1986) POSITION- 42 14 56.     (N) 083 27 23.     (W)   SCALED
 DI6369* NAVD 88 ORTHO HEIGHT -   205.864 (meters)      675.41  (feet) ADJUSTED
 DI6369  ______________________________________________________________________
 DI6369  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 DI6369  DYNAMIC HEIGHT  -        205.801 (meters)      675.20  (feet) COMP
 DI6369  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 DI6369
 DI6369  VERT ORDER      -  SECOND    CLASS I
 DI6369
 DI6369.The horizontal coordinates were scaled from a map and have
 DI6369.an estimated accuracy of +/- 6 seconds.
 DI6369
 DI6369.The orthometric height was determined by differential leveling and
 DI6369.adjusted by the NATIONAL GEODETIC SURVEY
 DI6369.in July 2007.
 DI6369
 DI6369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6369.GEOID18 height accuracy estimate available here.
 DI6369
 DI6369.Click photographs - Photos may exist for this station.
 DI6369
 DI6369.The dynamic height is computed by dividing the NAVD 88
 DI6369.geopotential number by the normal gravity value computed on the
 DI6369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6369.degrees latitude (g = 980.6199 gals.).
 DI6369
 DI6369.The modeled gravity was interpolated from observed gravity values.
 DI6369
 DI6369;                    North         East    Units  Estimated Accuracy
 DI6369;SPC MI S     -    83,590.    4,075,120.      MT  (+/- 180 meters Scaled)
 DI6369
 DI6369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG973803(NAD 83)
 DI6369
 DI6369                          SUPERSEDED SURVEY CONTROL
 DI6369
 DI6369.No superseded survey control is available for this station.
 DI6369
 DI6369_MARKER: DD = SURVEY DISK
 DI6369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6369_STAMPING: 82638 2006
 DI6369_MARK LOGO: MIDT
 DI6369_PROJECTION: FLUSH
 DI6369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6369+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2019
 DI6369
 DI6369  HISTORY     - Date     Condition        Report By
 DI6369  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6369  HISTORY     - 20190406 GOOD             SPALD
 DI6369
 DI6369                          STATION DESCRIPTION
 DI6369
 DI6369'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6369'THE STATION IS LOCATED 3.4 MILES (5.47 KILOMETERS) NORTHEAST OF
 DI6369'BELLEVILLE, 3.6 MILES (5.79 KILOMETERS) NORTHWEST OF ROMULUS, AND 4.7
 DI6369'MILES (7.56 KILOMETERS) SOUTHEAST OF CANTON, IN THE SOUTHEAST QUADRANT
 DI6369'OF THE INTERSECTION OF ECORSE ROAD WITH KIRKRIDGE STREET.
 DI6369'
 DI6369'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH HAGGERTY
 DI6369'ROAD, GO WEST ON ECORSE ROAD FOR 0.6 MILES (0.97 KILOMETERS) TO THE
 DI6369'STATION ON THE LEFT.
 DI6369'
 DI6369'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6369'DISK STAMPED 82638 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6369'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 41.3 METERS
 DI6369'(135.6 FEET) NORTHWEST OF A POWER POLE, 36.6 METERS (120.0 FEET) EAST
 DI6369'OF THE CENTERLINE OF KIRKRIDGE STREET, 10.6 METERS (34.8 FEET) SOUTH
 DI6369'OF THE CENTERLINE OF ECORSE ROAD, 9.8 METERS (32.0 FEET) WEST OF THE
 DI6369'EXTENDED CENTER OF PRIVATE ENTRANCE--42400--, AND 0.99 METERS (3.2
 DI6369'FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6369
 DI6369                          STATION RECOVERY (2019)
 DI6369
 DI6369'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2019 (JM)
 DI6369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6302 ***********************************************************************
 DI6302  DESIGNATION -  82639
 DI6302  PID         -  DI6302
 DI6302  STATE/COUNTY-  MI/WAYNE
 DI6302  COUNTRY     -  US
 DI6302  USGS QUAD   -  BELLEVILLE (2017)
 DI6302
 DI6302                         *CURRENT SURVEY CONTROL
 DI6302  ______________________________________________________________________
 DI6302* NAD 83(1986) POSITION- 42 14 56.     (N) 083 25 31.     (W)   SCALED
 DI6302* NAVD 88 ORTHO HEIGHT -   203.881 (meters)      668.90  (feet) ADJUSTED
 DI6302  ______________________________________________________________________
 DI6302  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 DI6302  DYNAMIC HEIGHT  -        203.818 (meters)      668.69  (feet) COMP
 DI6302  MODELED GRAVITY -    980,309.3   (mgal)                       NAVD 88
 DI6302
 DI6302  VERT ORDER      -  SECOND    CLASS I
 DI6302
 DI6302.The horizontal coordinates were scaled from a map and have
 DI6302.an estimated accuracy of +/- 6 seconds.
 DI6302
 DI6302.The orthometric height was determined by differential leveling and
 DI6302.adjusted by the NATIONAL GEODETIC SURVEY
 DI6302.in July 2007.
 DI6302
 DI6302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6302.GEOID18 height accuracy estimate available here.
 DI6302
 DI6302.Click photographs - Photos may exist for this station.
 DI6302
 DI6302.The dynamic height is computed by dividing the NAVD 88
 DI6302.geopotential number by the normal gravity value computed on the
 DI6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6302.degrees latitude (g = 980.6199 gals.).
 DI6302
 DI6302.The modeled gravity was interpolated from observed gravity values.
 DI6302
 DI6302;                    North         East    Units  Estimated Accuracy
 DI6302;SPC MI S     -    83,620.    4,077,690.      MT  (+/- 180 meters Scaled)
 DI6302
 DI6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG999802(NAD 83)
 DI6302
 DI6302                          SUPERSEDED SURVEY CONTROL
 DI6302
 DI6302.No superseded survey control is available for this station.
 DI6302
 DI6302_MARKER: DD = SURVEY DISK
 DI6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6302_STAMPING: 82639 2006
 DI6302_MARK LOGO: MIDT
 DI6302_PROJECTION: FLUSH
 DI6302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6302+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2019
 DI6302
 DI6302  HISTORY     - Date     Condition        Report By
 DI6302  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6302  HISTORY     - 20140825 GOOD             ROWEIN
 DI6302  HISTORY     - 20190408 GOOD             SPALD
 DI6302
 DI6302                          STATION DESCRIPTION
 DI6302
 DI6302'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6302'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) NORTHWEST OF
 DI6302'ROMULUS, 4.3 MILES (6.92 KILOMETERS) NORTHEAST OF BELLEVILLE, AND 3.1
 DI6302'MILES (4.99 KILOMETERS) SOUTHWEST OF WAYNE, IN THE NORTHEAST QUADRANT
 DI6302'OF THE INTERSECTION OF ECORSE ROAD AND HANNAN ROAD.
 DI6302'
 DI6302'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH MIDDLEBELT
 DI6302'ROAD, GO WEST ON ECORSE ROAD FOR 5.0 MILES (8.05 KILOMETERS) TO THE
 DI6302'STATION ON THE RIGHT.
 DI6302'
 DI6302'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6302'DISK STAMPED 82639 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6302'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.6 METERS (71.0
 DI6302'FEET) SOUTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--7346--, 13.6
 DI6302'METERS (44.5 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 10.8 METERS (35.5
 DI6302'FEET) NORTH OF THE CENTERLINE OF ECORSE ROAD, 8.7 METERS (28.5 FEET)
 DI6302'EAST OF THE CENTERLINE OF HANNAN ROAD, 7.7 METERS (25.1 FEET) NORTH OF
 DI6302'A POWER POLE, AND 0.99 METERS (3.2 FEET) WEST OF A CARSONITE WITNESS
 DI6302'POST.
 DI6302
 DI6302                          STATION RECOVERY (2014)
 DI6302
 DI6302'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 DI6302'STATION IS 91.0 FEET NORTH OF THE CENTERLINE OF ECORSE ROAD. THE
 DI6302'CARSONITE WITNESS POST IS NOW GONE.
 DI6302
 DI6302                          STATION RECOVERY (2019)
 DI6302
 DI6302'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2019 (JM)
 DI6302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6399 ***********************************************************************
 DI6399  DESIGNATION -  82640
 DI6399  PID         -  DI6399
 DI6399  STATE/COUNTY-  MI/WAYNE
 DI6399  COUNTRY     -  US
 DI6399  USGS QUAD   -  WAYNE (2017)
 DI6399
 DI6399                         *CURRENT SURVEY CONTROL
 DI6399  ______________________________________________________________________
 DI6399* NAD 83(1986) POSITION- 42 15 08.     (N) 083 24 03.     (W)   SCALED
 DI6399* NAVD 88 ORTHO HEIGHT -   202.198 (meters)      663.38  (feet) ADJUSTED
 DI6399  ______________________________________________________________________
 DI6399  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 DI6399  DYNAMIC HEIGHT  -        202.136 (meters)      663.17  (feet) COMP
 DI6399  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 DI6399
 DI6399  VERT ORDER      -  SECOND    CLASS I
 DI6399
 DI6399.The horizontal coordinates were scaled from a map and have
 DI6399.an estimated accuracy of +/- 6 seconds.
 DI6399
 DI6399.The orthometric height was determined by differential leveling and
 DI6399.adjusted by the NATIONAL GEODETIC SURVEY
 DI6399.in July 2007.
 DI6399
 DI6399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6399.GEOID18 height accuracy estimate available here.
 DI6399
 DI6399.Click photographs - Photos may exist for this station.
 DI6399
 DI6399.The dynamic height is computed by dividing the NAVD 88
 DI6399.geopotential number by the normal gravity value computed on the
 DI6399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6399.degrees latitude (g = 980.6199 gals.).
 DI6399
 DI6399.The modeled gravity was interpolated from observed gravity values.
 DI6399
 DI6399;                    North         East    Units  Estimated Accuracy
 DI6399;SPC MI S     -    84,010.    4,079,700.      MT  (+/- 180 meters Scaled)
 DI6399
 DI6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG019805(NAD 83)
 DI6399
 DI6399                          SUPERSEDED SURVEY CONTROL
 DI6399
 DI6399.No superseded survey control is available for this station.
 DI6399
 DI6399_MARKER: DD = SURVEY DISK
 DI6399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6399_STAMPING: 82640 2006
 DI6399_MARK LOGO: MIDT
 DI6399_PROJECTION: FLUSH
 DI6399_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6399+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DI6399
 DI6399  HISTORY     - Date     Condition        Report By
 DI6399  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6399  HISTORY     - 20140825 GOOD             ROWEIN
 DI6399
 DI6399                          STATION DESCRIPTION
 DI6399
 DI6399'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (MAO)
 DI6399'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) NORTH OF ROMULUS,
 DI6399'2.2 MILES (3.54 KILOMETERS) SOUTHWEST OF WAYNE, AND 5.0 MILES (8.05
 DI6399'KILOMETERS) SOUTH OF WESTLAND, LOCATED NORTH OF ECORSE ROAD AND
 DI6399'BETWEEN HUNT STREET AND OZGA STREET.
 DI6399'
 DI6399'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH MIDDLEBELT
 DI6399'ROAD, GO WEST ON ECORSE ROAD FOR 3.7 MILES (5.95 KILOMETERS) TO THE
 DI6399'STATION ON THE RIGHT.
 DI6399'
 DI6399'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6399'DISK STAMPED 82640 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6399'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1249.7 METERS
 DI6399'(4100.0 FEET) EAST OF COGSWELL STREET, 84.7 METERS (278.0 FEET) EAST
 DI6399'OF THE DRIVE FOR THE GM PLANT, 17.8 METERS (58.3 FEET) SOUTHWEST OF A
 DI6399'POWER POLE, 10.8 METERS (35.5 FEET) NORTH OF THE CENTERLINE OF ECORSE
 DI6399'ROAD, 9.9 METERS (32.4 FEET) SOUTH OF THE SOUTH EDGE OF A WALK, AND
 DI6399'0.99 METERS (3.2 FEET) SOUTH OF A CARSONITE WITNESS POST.
 DI6399
 DI6399                          STATION RECOVERY (2014)
 DI6399
 DI6399'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 DI6399'CARSONSITE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6303 ***********************************************************************
 DI6303  DESIGNATION -  82641
 DI6303  PID         -  DI6303
 DI6303  STATE/COUNTY-  MI/WAYNE
 DI6303  COUNTRY     -  US
 DI6303  USGS QUAD   -  INKSTER (2017)
 DI6303
 DI6303                         *CURRENT SURVEY CONTROL
 DI6303  ______________________________________________________________________
 DI6303* NAD 83(1986) POSITION- 42 15 08.     (N) 083 22 13.     (W)   SCALED
 DI6303* NAVD 88 ORTHO HEIGHT -   197.918 (meters)      649.34  (feet) ADJUSTED
 DI6303  ______________________________________________________________________
 DI6303  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 DI6303  DYNAMIC HEIGHT  -        197.857 (meters)      649.14  (feet) COMP
 DI6303  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 DI6303
 DI6303  VERT ORDER      -  SECOND    CLASS I
 DI6303
 DI6303.The horizontal coordinates were scaled from a map and have
 DI6303.an estimated accuracy of +/- 6 seconds.
 DI6303
 DI6303.The orthometric height was determined by differential leveling and
 DI6303.adjusted by the NATIONAL GEODETIC SURVEY
 DI6303.in July 2007.
 DI6303
 DI6303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6303.GEOID18 height accuracy estimate available here.
 DI6303
 DI6303.Click photographs - Photos may exist for this station.
 DI6303
 DI6303.The dynamic height is computed by dividing the NAVD 88
 DI6303.geopotential number by the normal gravity value computed on the
 DI6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6303.degrees latitude (g = 980.6199 gals.).
 DI6303
 DI6303.The modeled gravity was interpolated from observed gravity values.
 DI6303
 DI6303;                    North         East    Units  Estimated Accuracy
 DI6303;SPC MI S     -    84,040.    4,082,220.      MT  (+/- 180 meters Scaled)
 DI6303
 DI6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG044805(NAD 83)
 DI6303
 DI6303                          SUPERSEDED SURVEY CONTROL
 DI6303
 DI6303.No superseded survey control is available for this station.
 DI6303
 DI6303_MARKER: DD = SURVEY DISK
 DI6303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6303_STAMPING: 82641 2006
 DI6303_MARK LOGO: MIDT
 DI6303_PROJECTION: FLUSH
 DI6303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6303+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 DI6303
 DI6303  HISTORY     - Date     Condition        Report By
 DI6303  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6303
 DI6303                          STATION DESCRIPTION
 DI6303
 DI6303'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6303'THE STATION IS LOCATED 2.5 MILES (4.02 KILOMETERS) NORTHEAST OF
 DI6303'ROMULUS, 2.1 MILES (3.38 KILOMETERS) SOUTHEAST OF WAYNE, AND 4.2 MILES
 DI6303'(6.76 KILOMETERS) SOUTHWEST OF INKSTER, IN THE SOUTHEAST QUADRANT OF
 DI6303'THE INTERSECTION OF ECORSE ROAD AND EXTENDED SARGENT STREET.
 DI6303'
 DI6303'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH MIDDLEBELT
 DI6303'ROAD, GO WEST ON ECORSE ROAD FOR 2.2 MILES (3.54 KILOMETERS) TO THE
 DI6303'STATION ON THE LEFT.
 DI6303'
 DI6303'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6303'DISK STAMPED 82641 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6303'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 26.7 METERS (87.5
 DI6303'FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--33648--, 15.1
 DI6303'METERS (49.5 FEET) EAST OF THE EXTENDED CENTERLINE OF SARGENT ROAD,
 DI6303'9.4 METERS (30.8 FEET) SOUTH OF THE CENTERLINE OF ECORSE ROAD, AND 8.2
 DI6303'METERS (27.0 FEET) EAST-NORTHEAST OF A POWER POLE. --NOTE--NO
 DI6303'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6304 ***********************************************************************
 DI6304  DESIGNATION -  82642
 DI6304  PID         -  DI6304
 DI6304  STATE/COUNTY-  MI/WAYNE
 DI6304  COUNTRY     -  US
 DI6304  USGS QUAD   -  INKSTER (2017)
 DI6304
 DI6304                         *CURRENT SURVEY CONTROL
 DI6304  ______________________________________________________________________
 DI6304* NAD 83(1986) POSITION- 42 15 11.     (N) 083 20 29.     (W)   SCALED
 DI6304* NAVD 88 ORTHO HEIGHT -   193.616 (meters)      635.22  (feet) ADJUSTED
 DI6304  ______________________________________________________________________
 DI6304  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 DI6304  DYNAMIC HEIGHT  -        193.557 (meters)      635.03  (feet) COMP
 DI6304  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 DI6304
 DI6304  VERT ORDER      -  SECOND    CLASS I
 DI6304
 DI6304.The horizontal coordinates were scaled from a map and have
 DI6304.an estimated accuracy of +/- 6 seconds.
 DI6304
 DI6304.The orthometric height was determined by differential leveling and
 DI6304.adjusted by the NATIONAL GEODETIC SURVEY
 DI6304.in July 2007.
 DI6304
 DI6304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6304.GEOID18 height accuracy estimate available here.
 DI6304
 DI6304.Click photographs - Photos may exist for this station.
 DI6304
 DI6304.The dynamic height is computed by dividing the NAVD 88
 DI6304.geopotential number by the normal gravity value computed on the
 DI6304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6304.degrees latitude (g = 980.6199 gals.).
 DI6304
 DI6304.The modeled gravity was interpolated from observed gravity values.
 DI6304
 DI6304;                    North         East    Units  Estimated Accuracy
 DI6304;SPC MI S     -    84,160.    4,084,600.      MT  (+/- 180 meters Scaled)
 DI6304
 DI6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG068805(NAD 83)
 DI6304
 DI6304                          SUPERSEDED SURVEY CONTROL
 DI6304
 DI6304.No superseded survey control is available for this station.
 DI6304
 DI6304_MARKER: DD = SURVEY DISK
 DI6304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6304_STAMPING: 82642 2006
 DI6304_MARK LOGO: MIDT
 DI6304_PROJECTION: FLUSH
 DI6304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6304+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 DI6304
 DI6304  HISTORY     - Date     Condition        Report By
 DI6304  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6304
 DI6304                          STATION DESCRIPTION
 DI6304
 DI6304'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6304'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) NORTHEAST OF
 DI6304'ROMULUS, 3.5 MILES (5.63 KILOMETERS) SOUTHEAST OF WAYNE, AND 3.8 MILES
 DI6304'(6.12 KILOMETERS) NORTHWEST OF TAYLOR, LOCATED NORTH OF ECORSE ROAD
 DI6304'AND BETWEEN BALL ROAD AND BRANDT STREET.
 DI6304'
 DI6304'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH MIDDLEBELT
 DI6304'ROAD, GO WEST ON ECORSE ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO THE
 DI6304'STATION ON THE RIGHT.
 DI6304'
 DI6304'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6304'DISK STAMPED 82642 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6304'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.3 METERS (70.0
 DI6304'FEET) EAST OF THE EXTENDED CENTERLINE OF TAFT ROAD, 19.7 METERS (64.5
 DI6304'FEET) EAST OF THE CENTER OF PRIVATE ENTRANCE--30880--, 9.8 METERS
 DI6304'(32.0 FEET) NORTH OF THE CENTERLINE OF ECORSE ROAD, 6.9 METERS (22.5
 DI6304'FEET) SOUTH OF THE SOUTH EDGE OF A WALK, AND 0.3 METERS (3.2 FEET)
 DI6304'NORTH OF A CARSONITE WITNESS POST. --NOTE--CARSONITE WITNESS POST
 DI6304'MOWED OVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6305 ***********************************************************************
 DI6305  DESIGNATION -  82643
 DI6305  PID         -  DI6305
 DI6305  STATE/COUNTY-  MI/WAYNE
 DI6305  COUNTRY     -  US
 DI6305  USGS QUAD   -  INKSTER (2017)
 DI6305
 DI6305                         *CURRENT SURVEY CONTROL
 DI6305  ______________________________________________________________________
 DI6305* NAD 83(1986) POSITION- 42 15 20.     (N) 083 16 06.     (W)   SCALED
 DI6305* NAVD 88 ORTHO HEIGHT -   190.098 (meters)      623.68  (feet) ADJUSTED
 DI6305  ______________________________________________________________________
 DI6305  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 DI6305  DYNAMIC HEIGHT  -        190.040 (meters)      623.49  (feet) COMP
 DI6305  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 DI6305
 DI6305  VERT ORDER      -  SECOND    CLASS I
 DI6305
 DI6305.The horizontal coordinates were scaled from a map and have
 DI6305.an estimated accuracy of +/- 6 seconds.
 DI6305
 DI6305.The orthometric height was determined by differential leveling and
 DI6305.adjusted by the NATIONAL GEODETIC SURVEY
 DI6305.in July 2007.
 DI6305
 DI6305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6305.GEOID18 height accuracy estimate available here.
 DI6305
 DI6305.Click photographs - Photos may exist for this station.
 DI6305
 DI6305.The dynamic height is computed by dividing the NAVD 88
 DI6305.geopotential number by the normal gravity value computed on the
 DI6305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6305.degrees latitude (g = 980.6199 gals.).
 DI6305
 DI6305.The modeled gravity was interpolated from observed gravity values.
 DI6305
 DI6305;                    North         East    Units  Estimated Accuracy
 DI6305;SPC MI S     -    84,520.    4,090,630.      MT  (+/- 180 meters Scaled)
 DI6305
 DI6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG128806(NAD 83)
 DI6305
 DI6305                          SUPERSEDED SURVEY CONTROL
 DI6305
 DI6305.No superseded survey control is available for this station.
 DI6305
 DI6305_MARKER: DD = SURVEY DISK
 DI6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6305_STAMPING: 82643 2006
 DI6305_MARK LOGO: MIDT
 DI6305_PROJECTION: FLUSH
 DI6305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6305+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2018
 DI6305
 DI6305  HISTORY     - Date     Condition        Report By
 DI6305  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6305  HISTORY     - 20080520 GOOD             ADVGEO
 DI6305  HISTORY     - 20180117 GOOD             INDIV
 DI6305
 DI6305                          STATION DESCRIPTION
 DI6305
 DI6305'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6305'THE STATION IS LOCATED 1.0 MILE (1.61 KILOMETERS) NORTH OF TAYLOR, 4.8
 DI6305'MILES (7.72 KILOMETERS) NORTHWEST OF SOUTHGATE, AND 5.7 MILES (9.17
 DI6305'KILOMETERS) SOUTH OF DEARBORN HEIGHTS, IN THE NORTHEAST QUADRANT OF
 DI6305'THE INTERSECTION OF ECORSE ROAD WITH THE STATE HIGHWAY M-24 NORTHBOUND
 DI6305'ON RAMP.
 DI6305'
 DI6305'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH THE STATE
 DI6305'HIGHWAY M-24 NORTHBOUND ON RAMP, GO EAST ON ECORSE ROAD FOR 22.9
 DI6305'METERS (75.0 FEET TO THE STATION ON THE LEFT.
 DI6305'
 DI6305'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6305'DISK STAMPED 82643 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6305'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 16.1 METERS (52.7
 DI6305'FEET) EAST OF THE CENTERLINE OF THE STATE HIGHWAY M-24 NORTHBOUND ON
 DI6305'RAMP FOR ECORSE ROAD, 9.9 METERS (32.6 FEET) SOUTHEAST OF A CATCH
 DI6305'BASIN, 8.4 M (27.5 FEET) WEST-NORTHWEST OF A POWER POLE, 1.5 METERS
 DI6305'(4.8 FEET) NORTHEAST OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET)
 DI6305'SOUTH OF A CARSONITE WITNESS POST.
 DI6305
 DI6305                          STATION RECOVERY (2008)
 DI6305
 DI6305'RECOVERY NOTE BY ADVANCED GEOMATICS 2008 (WFS)
 DI6305'RECOVERED IN GOOD CONDITION.
 DI6305
 DI6305                          STATION RECOVERY (2018)
 DI6305
 DI6305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JIS)
 DI6305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6306 ***********************************************************************
 DI6306  DESIGNATION -  82644
 DI6306  PID         -  DI6306
 DI6306  STATE/COUNTY-  MI/WAYNE
 DI6306  COUNTRY     -  US
 DI6306  USGS QUAD   -  DEARBORN (2017)
 DI6306
 DI6306                         *CURRENT SURVEY CONTROL
 DI6306  ______________________________________________________________________
 DI6306* NAD 83(1986) POSITION- 42 15 22.     (N) 083 14 18.     (W)   SCALED
 DI6306* NAVD 88 ORTHO HEIGHT -   184.457 (meters)      605.17  (feet) ADJUSTED
 DI6306  ______________________________________________________________________
 DI6306  GEOID HEIGHT    -        -34.506 (meters)                     GEOID18
 DI6306  DYNAMIC HEIGHT  -        184.401 (meters)      604.99  (feet) COMP
 DI6306  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 DI6306
 DI6306  VERT ORDER      -  SECOND    CLASS I
 DI6306
 DI6306.The horizontal coordinates were scaled from a map and have
 DI6306.an estimated accuracy of +/- 6 seconds.
 DI6306
 DI6306.The orthometric height was determined by differential leveling and
 DI6306.adjusted by the NATIONAL GEODETIC SURVEY
 DI6306.in July 2007.
 DI6306
 DI6306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6306.GEOID18 height accuracy estimate available here.
 DI6306
 DI6306.Click photographs - Photos may exist for this station.
 DI6306
 DI6306.The dynamic height is computed by dividing the NAVD 88
 DI6306.geopotential number by the normal gravity value computed on the
 DI6306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6306.degrees latitude (g = 980.6199 gals.).
 DI6306
 DI6306.The modeled gravity was interpolated from observed gravity values.
 DI6306
 DI6306;                    North         East    Units  Estimated Accuracy
 DI6306;SPC MI S     -    84,610.    4,093,100.      MT  (+/- 180 meters Scaled)
 DI6306
 DI6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG153806(NAD 83)
 DI6306
 DI6306                          SUPERSEDED SURVEY CONTROL
 DI6306
 DI6306.No superseded survey control is available for this station.
 DI6306
 DI6306_MARKER: DD = SURVEY DISK
 DI6306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6306_STAMPING: 82644 2006
 DI6306_MARK LOGO: MIDT
 DI6306_PROJECTION: FLUSH
 DI6306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6306+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 DI6306
 DI6306  HISTORY     - Date     Condition        Report By
 DI6306  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6306
 DI6306                          STATION DESCRIPTION
 DI6306
 DI6306'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6306'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) WEST OF ALLEN, 1.9
 DI6306'MILES (3.06 KILOMETERS) NORTHEAST OF TAYLOR, AND 3.8 MILES (6.12
 DI6306'KILOMETERS) SOUTHWEST OF MELVINDALE, IN THE NORTHWEST QUADRANT OF THE
 DI6306'INTERSECTION OF ECORSE ROAD WITH HIPP STREET.
 DI6306'
 DI6306'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH PELHAM
 DI6306'ROAD, GO WEST ON ECORSE ROAD FOR 0.4 MILES (0.64 KILOMETERS) TO THE
 DI6306'STATION ON THE RIGHT.
 DI6306'
 DI6306'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6306'DISK STAMPED 82644 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6306'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 13.4 METERS (44.1
 DI6306'FEET) WEST OF THE CENTERLINE OF HIPP STREET, 13.3 METERS (43.7 FEET)
 DI6306'SOUTHWEST OF THE SOUTHEAST CORNER OF QUIZNOS PARKING LOT
 DI6306'ADDRESS--20600--, 5.3 METERS (17.3 FEET) SOUTH OF THE EDGE OF A
 DI6306'SIDEWALK, 1.7 METERS (5.7 FEET) NORTH OF THE BACK OF A CURB, AND 0.99
 DI6306'METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5159 ***********************************************************************
 DJ5159  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5159  DESIGNATION -  82645
 DJ5159  PID         -  DJ5159
 DJ5159  STATE/COUNTY-  MI/WAYNE
 DJ5159  COUNTRY     -  US
 DJ5159  USGS QUAD   -  WYANDOTTE (2017)
 DJ5159
 DJ5159                         *CURRENT SURVEY CONTROL
 DJ5159  ______________________________________________________________________
 DJ5159* NAD 83(2011) POSITION- 42 11 56.46489(N) 083 12 53.87342(W)   ADJUSTED
 DJ5159* NAD 83(2011) ELLIP HT-   147.853 (meters)        (06/27/12)   ADJUSTED
 DJ5159* NAD 83(2011) EPOCH   -  2010.00
 DJ5159* NAVD 88 ORTHO HEIGHT -   182.51  (meters)      598.8   (feet) GPS OBS
 DJ5159  ______________________________________________________________________
 DJ5159  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5159  GEOID HEIGHT    -        -34.641 (meters)                     GEOID03
 DJ5159  GEOID HEIGHT    -        -34.646 (meters)                     GEOID18
 DJ5159  NAD 83(2011) X  -    559,094.374 (meters)                     COMP
 DJ5159  NAD 83(2011) Y  - -4,699,145.162 (meters)                     COMP
 DJ5159  NAD 83(2011) Z  -  4,262,105.364 (meters)                     COMP
 DJ5159  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DJ5159
 DJ5159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5159  Standards:
 DJ5159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5159  -------------------------------------------------------------------
 DJ5159  NETWORK    0.22   0.39           0.10   0.08   0.20     -0.07258936
 DJ5159  -------------------------------------------------------------------
 DJ5159  Click here for local accuracies and other accuracy information.
 DJ5159
 DJ5159.The horizontal coordinates were established by GPS observations
 DJ5159.and adjusted by the National Geodetic Survey in June 2012.
 DJ5159
 DJ5159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5159.been affixed to the stable North American tectonic plate. See 
 DJ5159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5159
 DJ5159.The horizontal coordinates are valid at the epoch date displayed above
 DJ5159.which is a decimal equivalence of Year/Month/Day.
 DJ5159
 DJ5159.The orthometric height was determined by GPS observations and a
 DJ5159.high-resolution geoid model using precise GPS observation and
 DJ5159.processing techniques.
 DJ5159
 DJ5159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5159.GEOID18 height accuracy estimate available here.
 DJ5159
 DJ5159.Click photographs - Photos may exist for this station.
 DJ5159
 DJ5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5159
 DJ5159.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5159
 DJ5159.The ellipsoidal height was determined by GPS observations
 DJ5159.and is referenced to NAD 83.
 DJ5159
 DJ5159. The following values were computed from the NAD 83(2011) position.
 DJ5159
 DJ5159;                    North         East     Units Scale Factor Converg.
 DJ5159;SPC MI S     -    78,296.566 4,095,116.415   MT  0.99997803   +0 47 01.6
 DJ5159;SPC MI S     -   256,878.50 13,435,421.31   iFT  0.99997803   +0 47 01.6
 DJ5159;UTM  17      - 4,674,248.285   317,130.051   MT  1.00001149   -1 29 17.6
 DJ5159
 DJ5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5159!SPC MI S     -   0.99997681  x   0.99997803  =   0.99995484
 DJ5159!UTM  17      -   0.99997681  x   1.00001149  =   0.99998830
 DJ5159
 DJ5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1713074248(NAD 83)
 DJ5159
 DJ5159                          SUPERSEDED SURVEY CONTROL
 DJ5159
 DJ5159  NAD 83(2007)-  42 11 56.46506(N)    083 12 53.87424(W) AD(2002.00) 1
 DJ5159  ELLIP H (06/10/07)  147.869  (m)                       GP(2002.00) 4 1
 DJ5159
 DJ5159.Superseded values are not recommended for survey control.
 DJ5159
 DJ5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5159.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5159
 DJ5159_MARKER: DD = SURVEY DISK
 DJ5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5159_STAMPING: 82645 2006
 DJ5159_MARK LOGO: MIDT
 DJ5159_PROJECTION: FLUSH
 DJ5159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5159+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2016
 DJ5159
 DJ5159  HISTORY     - Date     Condition        Report By
 DJ5159  HISTORY     - 20060524 MONUMENTED       MIDT
 DJ5159  HISTORY     - 20090927 GOOD             JCLS
 DJ5159  HISTORY     - 20120523 GOOD             INDIV
 DJ5159  HISTORY     - 20130524 GOOD             INDIV
 DJ5159  HISTORY     - 20141229 GOOD             INDIV
 DJ5159  HISTORY     - 20151123 GOOD             INDIV
 DJ5159  HISTORY     - 20160901 GOOD             C2AE
 DJ5159
 DJ5159                          STATION DESCRIPTION
 DJ5159
 DJ5159'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5159'THE STATION IS LOCATED 1.5 MILES (2.41 KILOMETERS) SOUTHWEST OF
 DJ5159'SOUTHGATE, 4.5 MILES (7.24 KILOMETERS) NORTHWEST OF TRENTON, AND 4.1
 DJ5159'MILES (6.6 KILOMETERS) SOUTHEAST OF TAYLOR, LOCATED NORTH OF EUREKA
 DJ5159'ROAD AND BETWEEN COCHRAN STREET AND SCHAFER COURT.
 DJ5159'
 DJ5159'TO REACH THE STATION FROM THE JUNCTION OF DIX TOLEDO HIGHWAY WITH
 DJ5159'EUREKA ROAD, GO WEST ON EUREKA ROAD FOR 0.2 MI (0.32 KM) TO THE
 DJ5159'STATION ON THE RIGHT.
 DJ5159'
 DJ5159'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5159'DISK STAMPED 82645 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5159'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 61.0 METERS
 DJ5159'(200.0 FEET) WEST OF SCHAFER COURT, 19.8 METERS (65.0 FEET) EAST OF
 DJ5159'THE EXTENDED CENTER OF THE DRIVE FOR FLO-AIRE ADDRESS--15761--, 7.7
 DJ5159'METERS (25.3 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF ROWAN
 DJ5159'PONTIAC GMC SIGN BASE, 7.1 METERS (23.3 FEET) WEST-NORTHWEST OF THE
 DJ5159'CENTER OF A CATCH BASIN, 2.0 METERS (6.5 FEET) NORTH OF THE BACK OF A
 DJ5159'CURB, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
 DJ5159
 DJ5159                          STATION RECOVERY (2009)
 DJ5159
 DJ5159'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DJ5159'RECOVERED IN GOOD CONDITION.
 DJ5159
 DJ5159                          STATION RECOVERY (2012)
 DJ5159
 DJ5159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 DJ5159'RECOVERED IN GOOD CONDITION.
 DJ5159
 DJ5159                          STATION RECOVERY (2013)
 DJ5159
 DJ5159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DJ5159'RECOVERED IN GOOD CONDITION.
 DJ5159
 DJ5159                          STATION RECOVERY (2014)
 DJ5159
 DJ5159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (ALG)
 DJ5159'RECOVERED IN GOOD CONDITION.
 DJ5159
 DJ5159                          STATION RECOVERY (2015)
 DJ5159
 DJ5159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DJ5159'RECOVERED AS DESCRIBED
 DJ5159
 DJ5159                          STATION RECOVERY (2016)
 DJ5159
 DJ5159'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 DJ5159'RECOVERED AS DESCRIBED.  CARSONITE WITNESS POST IS PARTIALLY BROKEN
 DJ5159'AT GROUND LEVEL, AND IS LEANING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5160 ***********************************************************************
 DJ5160  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5160  DESIGNATION -  82646
 DJ5160  PID         -  DJ5160
 DJ5160  STATE/COUNTY-  MI/WAYNE
 DJ5160  COUNTRY     -  US
 DJ5160  USGS QUAD   -  BELLEVILLE (2017)
 DJ5160
 DJ5160                         *CURRENT SURVEY CONTROL
 DJ5160  ______________________________________________________________________
 DJ5160* NAD 83(2011) POSITION- 42 09 10.80643(N) 083 27 39.86044(W)   ADJUSTED
 DJ5160* NAD 83(2011) ELLIP HT-   168.372 (meters)        (06/27/12)   ADJUSTED
 DJ5160* NAD 83(2011) EPOCH   -  2010.00
 DJ5160* NAVD 88 ORTHO HEIGHT -   202.98  (meters)      665.9   (feet) GPS OBS
 DJ5160  ______________________________________________________________________
 DJ5160  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5160  GEOID HEIGHT    -        -34.564 (meters)                     GEOID03
 DJ5160  GEOID HEIGHT    -        -34.597 (meters)                     GEOID18
 DJ5160  NAD 83(2011) X  -    539,297.183 (meters)                     COMP
 DJ5160  NAD 83(2011) Y  - -4,704,927.999 (meters)                     COMP
 DJ5160  NAD 83(2011) Z  -  4,258,331.112 (meters)                     COMP
 DJ5160  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DJ5160
 DJ5160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5160  Standards:
 DJ5160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5160  -------------------------------------------------------------------
 DJ5160  NETWORK    0.25   0.37           0.11   0.09   0.19     -0.05401441
 DJ5160  -------------------------------------------------------------------
 DJ5160  Click here for local accuracies and other accuracy information.
 DJ5160
 DJ5160.The horizontal coordinates were established by GPS observations
 DJ5160.and adjusted by the National Geodetic Survey in June 2012.
 DJ5160
 DJ5160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5160.been affixed to the stable North American tectonic plate. See 
 DJ5160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5160
 DJ5160.The horizontal coordinates are valid at the epoch date displayed above
 DJ5160.which is a decimal equivalence of Year/Month/Day.
 DJ5160
 DJ5160.The orthometric height was determined by GPS observations and a
 DJ5160.high-resolution geoid model using precise GPS observation and
 DJ5160.processing techniques.
 DJ5160
 DJ5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5160.GEOID18 height accuracy estimate available here.
 DJ5160
 DJ5160.Click photographs - Photos may exist for this station.
 DJ5160
 DJ5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5160
 DJ5160.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5160
 DJ5160.The ellipsoidal height was determined by GPS observations
 DJ5160.and is referenced to NAD 83.
 DJ5160
 DJ5160. The following values were computed from the NAD 83(2011) position.
 DJ5160
 DJ5160;                    North         East     Units Scale Factor Converg.
 DJ5160;SPC MI S     -    72,937.284 4,074,846.826   MT  0.99998787   +0 36 58.6
 DJ5160;SPC MI S     -   239,295.55 13,368,920.03   iFT  0.99998787   +0 36 58.6
 DJ5160;UTM  17      - 4,669,695.807   296,662.511   MT  1.00010877   -1 39 08.0
 DJ5160
 DJ5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5160!SPC MI S     -   0.99997359  x   0.99998787  =   0.99996146
 DJ5160!UTM  17      -   0.99997359  x   1.00010877  =   1.00008236
 DJ5160
 DJ5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9666269695(NAD 83)
 DJ5160
 DJ5160                          SUPERSEDED SURVEY CONTROL
 DJ5160
 DJ5160  NAD 83(2007)-  42 09 10.80665(N)    083 27 39.86115(W) AD(2002.00) 1
 DJ5160  ELLIP H (06/10/07)  168.380  (m)                       GP(2002.00) 4 1
 DJ5160
 DJ5160.Superseded values are not recommended for survey control.
 DJ5160
 DJ5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5160.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5160
 DJ5160_MARKER: DD = SURVEY DISK
 DJ5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5160_STAMPING: 82646 2006
 DJ5160_MARK LOGO: MIDT
 DJ5160_PROJECTION: FLUSH
 DJ5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5160+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DJ5160
 DJ5160  HISTORY     - Date     Condition        Report By
 DJ5160  HISTORY     - 20060526 MONUMENTED       MIDT
 DJ5160
 DJ5160                          STATION DESCRIPTION
 DJ5160
 DJ5160'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5160'THE STATION IS LOCATED 5.0 MILES (8.0 KILOMETERS) EAST OF WILLIS, 3.8
 DJ5160'MILES (6.12 KILOMETERS) SOUTHEAST OF BELLEVILLE, AND 3.1 MILES (4.99
 DJ5160'KILOMETERS) WEST-SOUTHWEST OF NEW BOSTON, LOCATED WEST OF MARTINSVILLE
 DJ5160'ROAD AND BETWEEN WILLIS ROAD AND BIRCH COURT.    TO REACH THE STATION
 DJ5160'FROM THE JUNCTION OF BEMIS ROAD WITH SAVAGE ROAD AND HAGGERTY ROAD, GO
 DJ5160'WEST ON BEMIS ROAD FOR 1.4 MILES (2.3 KILOMETERS) TO MARTINSVILLE
 DJ5160'ROAD, TURN LEFT AND GO SOUTH ON MARTINSVILLE ROAD FOR 1.7 MILES (2.74
 DJ5160'KILOMETERS) TO THE STATION ON THE LEFT.
 DJ5160'
 DJ5160'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5160'DISK STAMPED 82646 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5160'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 344.4 METERS
 DJ5160'(1130.0 FEET) SOUTH OF WILLIS ROAD, 59.1 METERS (194.0 FEET) SOUTH OF
 DJ5160'THE CENTER OF PRIVATE ENTRANCE--20467--, 14.4 METERS (47.4 FEET)
 DJ5160'SOUTH-SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 8.7 METERS (28.7 FEET)
 DJ5160'EAST OF THE CENTERLINE OF MARTINSVILLE ROAD, 7.7 METERS (25.3 FEET)
 DJ5160'SOUTHWEST OF A POWER POLE, AND 1.0 METER (3.25 FEET) EAST OF A
 DJ5160'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6307 ***********************************************************************
 DI6307  DESIGNATION -  82647
 DI6307  PID         -  DI6307
 DI6307  STATE/COUNTY-  MI/WAYNE
 DI6307  COUNTRY     -  US
 DI6307  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6307
 DI6307                         *CURRENT SURVEY CONTROL
 DI6307  ______________________________________________________________________
 DI6307* NAD 83(1986) POSITION- 42 25 12.     (N) 083 00 14.     (W)   SCALED
 DI6307* NAVD 88 ORTHO HEIGHT -   190.429 (meters)      624.77  (feet) ADJUSTED
 DI6307  ______________________________________________________________________
 DI6307  GEOID HEIGHT    -        -34.514 (meters)                     GEOID18
 DI6307  DYNAMIC HEIGHT  -        190.374 (meters)      624.59  (feet) COMP
 DI6307  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 DI6307
 DI6307  VERT ORDER      -  SECOND    CLASS I
 DI6307
 DI6307.The horizontal coordinates were scaled from a map and have
 DI6307.an estimated accuracy of +/- 6 seconds.
 DI6307
 DI6307.The orthometric height was determined by differential leveling and
 DI6307.adjusted by the NATIONAL GEODETIC SURVEY
 DI6307.in July 2007.
 DI6307
 DI6307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6307.GEOID18 height accuracy estimate available here.
 DI6307
 DI6307.Click photographs - Photos may exist for this station.
 DI6307
 DI6307.The dynamic height is computed by dividing the NAVD 88
 DI6307.geopotential number by the normal gravity value computed on the
 DI6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6307.degrees latitude (g = 980.6199 gals.).
 DI6307
 DI6307.The modeled gravity was interpolated from observed gravity values.
 DI6307
 DI6307;                    North         East    Units  Estimated Accuracy
 DI6307;SPC MI S     -   103,100.    4,112,150.      MT  (+/- 180 meters Scaled)
 DI6307
 DI6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG351983(NAD 83)
 DI6307
 DI6307                          SUPERSEDED SURVEY CONTROL
 DI6307
 DI6307.No superseded survey control is available for this station.
 DI6307
 DI6307_MARKER: DD = SURVEY DISK
 DI6307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6307_STAMPING: 82647 2006
 DI6307_MARK LOGO: MIDT
 DI6307_PROJECTION: FLUSH
 DI6307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6307+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DI6307
 DI6307  HISTORY     - Date     Condition        Report By
 DI6307  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6307
 DI6307                          STATION DESCRIPTION
 DI6307
 DI6307'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6307'THE STATION IS LOCATED 4.2 MILES (6.76 KILOMETERS) WEST-SOUTHWEST OF
 DI6307'HARPER WOODS, 3.1 MILES (4.99 KILOMETERS) NORTHEAST OF HAMTRAMCK, AND
 DI6307'4.8 MILES (7.72 KILOMETERS) EAST-NORTHEAST OF HIGHLAND PARK, IN THE
 DI6307'NORTHWEST QUADRANT OF THE INTERSECTION OF MCNICHOLS ROAD WITH HOOVER
 DI6307'STREET.    TO REACH THE STATION FROM THE JUNCTION OF GUNSTON STREET
 DI6307'(STATE ROAD 97) WITH EAST MCNICHOLS ROAD, GO SOUTHWEST ON MCNICHOLS
 DI6307'ROAD FOR 85.3 METERS (280.0 FEET) TO THE STATION ON THE RIGHT.
 DI6307'
 DI6307'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6307'DISK STAMPED 82647 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6307'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 21.3 METERS (70.0
 DI6307'FEET) SOUTH OF THE CENTER OF PRIVATE ENTRANCE --11531--, 18.1 METERS
 DI6307'(59.4 FEET) NORTH OF THE CENTERLINE OF MCNICHOLS ROAD, 3.4 METERS
 DI6307'(11.3 FEET) NORTH-NORTHWEST OF THE TOP OF A FIRE HYDRANT, 3.3 METERS
 DI6307'(10.8 FEET) WEST OF THE BACK OF A CURB FOR HOOVER STREET, 2.2 METERS
 DI6307'(7.2 FEET) EAST OF THE EDGE OF A WALK, AND 11 INCHES (28 CENTIMETER)
 DI6307'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6366 ***********************************************************************
 DI6366  DESIGNATION -  82648
 DI6366  PID         -  DI6366
 DI6366  STATE/COUNTY-  MI/WAYNE
 DI6366  COUNTRY     -  US
 DI6366  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6366
 DI6366                         *CURRENT SURVEY CONTROL
 DI6366  ______________________________________________________________________
 DI6366* NAD 83(2011) POSITION- 42 23 34.12724(N) 083 01 22.27207(W)   ADJUSTED
 DI6366* NAD 83(2011) ELLIP HT-   156.513 (meters)        (06/27/12)   ADJUSTED
 DI6366* NAD 83(2011) EPOCH   -  2010.00
 DI6366* NAVD 88 ORTHO HEIGHT -   191.022 (meters)      626.71  (feet) ADJUSTED
 DI6366  ______________________________________________________________________
 DI6366  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 DI6366  NAD 83(2011) X  -    573,088.341 (meters)                     COMP
 DI6366  NAD 83(2011) Y  - -4,682,870.900 (meters)                     COMP
 DI6366  NAD 83(2011) Z  -  4,278,034.320 (meters)                     COMP
 DI6366  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DI6366  DYNAMIC HEIGHT  -        190.967 (meters)      626.53  (feet) COMP
 DI6366  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 DI6366
 DI6366  VERT ORDER      -  SECOND    CLASS I
 DI6366
 DI6366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6366  Standards:
 DI6366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6366  -------------------------------------------------------------------
 DI6366  NETWORK    0.27   0.41           0.12   0.10   0.21      0.00389817
 DI6366  -------------------------------------------------------------------
 DI6366  Click here for local accuracies and other accuracy information.
 DI6366
 DI6366.The horizontal coordinates were established by GPS observations
 DI6366.and adjusted by the National Geodetic Survey in June 2012.
 DI6366
 DI6366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6366.been affixed to the stable North American tectonic plate. See 
 DI6366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6366
 DI6366.The horizontal coordinates are valid at the epoch date displayed above
 DI6366.which is a decimal equivalence of Year/Month/Day.
 DI6366
 DI6366.The orthometric height was determined by differential leveling and
 DI6366.adjusted by the NATIONAL GEODETIC SURVEY
 DI6366.in July 2007.
 DI6366
 DI6366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6366.GEOID18 height accuracy estimate available here.
 DI6366
 DI6366.Click photographs - Photos may exist for this station.
 DI6366
 DI6366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6366
 DI6366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6366
 DI6366.The ellipsoidal height was determined by GPS observations
 DI6366.and is referenced to NAD 83.
 DI6366
 DI6366.The dynamic height is computed by dividing the NAVD 88
 DI6366.geopotential number by the normal gravity value computed on the
 DI6366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6366.degrees latitude (g = 980.6199 gals.).
 DI6366
 DI6366.The modeled gravity was interpolated from observed gravity values.
 DI6366
 DI6366. The following values were computed from the NAD 83(2011) position.
 DI6366
 DI6366;                    North         East     Units Scale Factor Converg.
 DI6366;SPC MI S     -   100,054.669 4,110,637.651   MT  0.99994354   +0 54 52.2
 DI6366;SPC MI S     -   328,263.35 13,486,344.00   iFT  0.99994354   +0 54 52.2
 DI6366;UTM  17      - 4,695,373.333   333,503.166   MT  0.99994108   -1 21 50.9
 DI6366
 DI6366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6366!SPC MI S     -   0.99997545  x   0.99994354  =   0.99991900
 DI6366!UTM  17      -   0.99997545  x   0.99994108  =   0.99991654
 DI6366
 DI6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3350395373(NAD 83)
 DI6366
 DI6366                          SUPERSEDED SURVEY CONTROL
 DI6366
 DI6366  NAD 83(2007)-  42 23 34.12730(N)    083 01 22.27268(W) AD(2002.00) 1
 DI6366  ELLIP H (06/10/07)  156.527  (m)                       GP(2002.00) 4 1
 DI6366  NAVD 88             191.02   (m)          626.7    (f) LEVELING    3  
 DI6366
 DI6366.Superseded values are not recommended for survey control.
 DI6366
 DI6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6366.See file dsdata.pdf to determine how the superseded data were derived.
 DI6366
 DI6366_MARKER: DD = SURVEY DISK
 DI6366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6366_STAMPING: 82648 2006
 DI6366_MARK LOGO: MIDT
 DI6366_PROJECTION: RECESSED 1 CENTIMETERS
 DI6366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6366+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2025
 DI6366
 DI6366  HISTORY     - Date     Condition        Report By
 DI6366  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6366  HISTORY     - 20071023 GOOD             ADVGEO
 DI6366  HISTORY     - 20090519 GOOD             MANNIK
 DI6366  HISTORY     - 20150331 GOOD             C2AE
 DI6366  HISTORY     - 20250701 GOOD             DANDR
 DI6366
 DI6366                          STATION DESCRIPTION
 DI6366
 DI6366'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (LDM)
 DI6366'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) EAST OF HAMTRAMCK,
 DI6366'3.9 MILES (6.28 KILOMETERS) SOUTHEAST OF HIGHLAND PARK, AND 3.7 MILES
 DI6366'(5.95 KILOMETERS) NORTH OF DOWNTOWN DETROIT, LOCATED WEST OF STATE
 DI6366'HIGHWAY M-53 (VAN DYKE AVENUE) AND BETWEEN GEORGIA STREET AND ERBIE.
 DI6366'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-53 (VAN DYKE
 DI6366'AVENUE) WITH HARPER AVENUE, GO NORTHWEST ON VAN DYKE AVENUE FOR 0.4
 DI6366'MILES (0.64 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6366'
 DI6366'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6366'DISK STAMPED 82648 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6366'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 14.8 METERS (48.5
 DI6366'FEET) NORTH-NORTHWEST OF THE TOP OF A FIRE HYDRANT, 9.7 METERS (31.8
 DI6366'FEET) NORTH OF THE CENTERLINE OF ERBIE, 7.5 METERS (24.7 FEET) WEST OF
 DI6366'THE BACK OF A CURB, 11 INCHES (28 CENTIMETERS) EAST OF A CARSONITE
 DI6366'WITNESS POST, AND ACROSS THE ROAD FROM ADDRESS 8800 VAN DYKE AVENUE.
 DI6366
 DI6366                          STATION RECOVERY (2007)
 DI6366
 DI6366'RECOVERY NOTE BY ADVANCED GEOMATICS 2007 (LRF)
 DI6366'RECOVERED IN GOOD CONDITION.
 DI6366
 DI6366                          STATION RECOVERY (2009)
 DI6366
 DI6366'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2009 (KSW)
 DI6366'DESCRIPTION IS ADEQUATE.
 DI6366'TIE FROM BACK OF CURB ON VAN DYKE SHOULD BE 18 FEET
 DI6366
 DI6366                          STATION RECOVERY (2015)
 DI6366
 DI6366'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2015 (BAD)
 DI6366'RECOVERED AS DESCRIBED
 DI6366
 DI6366                          STATION RECOVERY (2025)
 DI6366
 DI6366'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 DI6366'CARSONITE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6308 ***********************************************************************
 DI6308  DESIGNATION -  82649
 DI6308  PID         -  DI6308
 DI6308  STATE/COUNTY-  MI/WAYNE
 DI6308  COUNTRY     -  US
 DI6308  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6308
 DI6308                         *CURRENT SURVEY CONTROL
 DI6308  ______________________________________________________________________
 DI6308* NAD 83(1986) POSITION- 42 22 45.     (N) 083 00 55.     (W)   SCALED
 DI6308* NAVD 88 ORTHO HEIGHT -   189.205 (meters)      620.75  (feet) ADJUSTED
 DI6308  ______________________________________________________________________
 DI6308  GEOID HEIGHT    -        -34.526 (meters)                     GEOID18
 DI6308  DYNAMIC HEIGHT  -        189.150 (meters)      620.57  (feet) COMP
 DI6308  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 DI6308
 DI6308  VERT ORDER      -  SECOND    CLASS I
 DI6308
 DI6308.The horizontal coordinates were scaled from a map and have
 DI6308.an estimated accuracy of +/- 6 seconds.
 DI6308
 DI6308.The orthometric height was determined by differential leveling and
 DI6308.adjusted by the NATIONAL GEODETIC SURVEY
 DI6308.in July 2007.
 DI6308
 DI6308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6308.GEOID18 height accuracy estimate available here.
 DI6308
 DI6308.Click photographs - Photos may exist for this station.
 DI6308
 DI6308.The dynamic height is computed by dividing the NAVD 88
 DI6308.geopotential number by the normal gravity value computed on the
 DI6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6308.degrees latitude (g = 980.6199 gals.).
 DI6308
 DI6308.The modeled gravity was interpolated from observed gravity values.
 DI6308
 DI6308;                    North         East    Units  Estimated Accuracy
 DI6308;SPC MI S     -    98,550.    4,111,290.      MT  (+/- 180 meters Scaled)
 DI6308
 DI6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG340938(NAD 83)
 DI6308
 DI6308                          SUPERSEDED SURVEY CONTROL
 DI6308
 DI6308.No superseded survey control is available for this station.
 DI6308
 DI6308_MARKER: DD = SURVEY DISK
 DI6308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6308_STAMPING: 82649 2006
 DI6308_MARK LOGO: MIDT
 DI6308_PROJECTION: FLUSH
 DI6308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6308+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 DI6308
 DI6308  HISTORY     - Date     Condition        Report By
 DI6308  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6308  HISTORY     - 20071023 GOOD             ADVGEO
 DI6308  HISTORY     - 20150331 GOOD             C2AE
 DI6308
 DI6308                          STATION DESCRIPTION
 DI6308
 DI6308'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6308'THE STATION IS LOCATED 2.0 MILES (3.22 KILOMETERS) SOUTHEAST OF
 DI6308'HAMTRAMCK, 4.6 MILES (7.4 KILOMETERS) SOUTHEAST OF HIGHLAND PARK, AND
 DI6308'3.0 MILES (4.83 KILOMETERS) NORTH OF DOWNTOWN DETROIT, IN THE SOUTH
 DI6308'QUADRANT OF THE INTERSECTION OF WHIPPLE STREET WITH STATE HIGHWAY M-53
 DI6308'(VAN DYKE AVENUE).    TO REACH THE STATION FROM THE JUNCTION OF STATE
 DI6308'HIGHWAY M-53 (VAN DYKE AVENUE) WITH STATE HIGHWAY M-3 (GRATIOT
 DI6308'AVENUE), GO NORTHWEST ON STATE HIGHWAY M-53 (VAN DYKE AVENUE) FOR 88.4
 DI6308'METERS (290.0 FEET) TO WHIPPLE STREET, GO SOUTHWEST ON WHIPPLE STREET
 DI6308'FOR 26.5 METERS (87.0 FEET) TO THE STATION ON THE LEFT.
 DI6308'
 DI6308'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6308'DISK STAMPED 82649 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6308'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 91.4 METERS
 DI6308'(300.0 FEET) NORTHWEST OF STATE HIGHWAY M-3 (GRATIOT AVENUE), 25.6
 DI6308'METERS (84.0 FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY M-53
 DI6308'(VAN DYKE AVENUE), 22.2 METERS (72.8 FEET) SOUTHEAST OF THE NORTHEAST
 DI6308'CORNER OF A BUILDING, 9.1 METERS (30.0 FEET) SOUTH OF THE TOP OF A
 DI6308'FIRE HYDRANT, 3.3 METERS (10.8 FEET) SOUTHEAST OF THE BACK OF A CURB,
 DI6308'AND 11 INCHES (28 CENTIMETER) WEST OF A CARSONITE WITNESS POST.
 DI6308
 DI6308                          STATION RECOVERY (2007)
 DI6308
 DI6308'RECOVERY NOTE BY ADVANCED GEOMATICS 2007 (LRF)
 DI6308'RECOVERED IN GOOD CONDITION.
 DI6308
 DI6308                          STATION RECOVERY (2015)
 DI6308
 DI6308'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2015 (BAD)
 DI6308'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6309 ***********************************************************************
 DI6309  DESIGNATION -  82650
 DI6309  PID         -  DI6309
 DI6309  STATE/COUNTY-  MI/WAYNE
 DI6309  COUNTRY     -  US
 DI6309  USGS QUAD   -  DETROIT (2017)
 DI6309
 DI6309                         *CURRENT SURVEY CONTROL
 DI6309  ______________________________________________________________________
 DI6309* NAD 83(1986) POSITION- 42 21 38.     (N) 083 00 04.     (W)   SCALED
 DI6309* NAVD 88 ORTHO HEIGHT -   183.945 (meters)      603.49  (feet) ADJUSTED
 DI6309  ______________________________________________________________________
 DI6309  GEOID HEIGHT    -        -34.554 (meters)                     GEOID18
 DI6309  DYNAMIC HEIGHT  -        183.892 (meters)      603.32  (feet) COMP
 DI6309  MODELED GRAVITY -    980,326.2   (mgal)                       NAVD 88
 DI6309
 DI6309  VERT ORDER      -  SECOND    CLASS I
 DI6309
 DI6309.The horizontal coordinates were scaled from a map and have
 DI6309.an estimated accuracy of +/- 6 seconds.
 DI6309
 DI6309.The orthometric height was determined by differential leveling and
 DI6309.adjusted by the NATIONAL GEODETIC SURVEY
 DI6309.in July 2007.
 DI6309
 DI6309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6309.GEOID18 height accuracy estimate available here.
 DI6309
 DI6309.Click photographs - Photos may exist for this station.
 DI6309
 DI6309.The dynamic height is computed by dividing the NAVD 88
 DI6309.geopotential number by the normal gravity value computed on the
 DI6309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6309.degrees latitude (g = 980.6199 gals.).
 DI6309
 DI6309.The modeled gravity was interpolated from observed gravity values.
 DI6309
 DI6309;                    North         East    Units  Estimated Accuracy
 DI6309;SPC MI S     -    96,500.    4,112,490.      MT  (+/- 180 meters Scaled)
 DI6309
 DI6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG352917(NAD 83)
 DI6309
 DI6309                          SUPERSEDED SURVEY CONTROL
 DI6309
 DI6309.No superseded survey control is available for this station.
 DI6309
 DI6309_MARKER: DD = SURVEY DISK
 DI6309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6309_STAMPING: 82650 2006
 DI6309_MARK LOGO: MIDT
 DI6309_PROJECTION: FLUSH
 DI6309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6309+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 DI6309
 DI6309  HISTORY     - Date     Condition        Report By
 DI6309  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6309  HISTORY     - 20150331 GOOD             C2AE
 DI6309
 DI6309                          STATION DESCRIPTION
 DI6309
 DI6309'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6309'THE STATION IS LOCATED 4.9 MILES (7.89 KILOMETERS) SOUTHWEST OF GROSSE
 DI6309'POINTE, 3.3 MILES (5.31 KILOMETERS) SOUTHEAST OF HAMTRAMCK, AND 2.5
 DI6309'MILES (4.02 KILOMETERS) NORTHEAST OF DOWN TOWN DETROIT, IN THE
 DI6309'NORTHEAST QUADRANT OF THE INTERSECTION OF VAN DYKE STREET WITH EAST
 DI6309'VERNOR HIGHWAY.   TO REACH THE STATION FROM THE JUNCTION OF EAST GRAND
 DI6309'BOULEVARD WITH KERCHEVAL STREET, GO NORTHEAST ON KERCHEVAL STREET FOR
 DI6309'0.4 MILES (0.64 KILOMETERS) TO VAN DYKE STREET, GO NORTHWEST ON VAN
 DI6309'DYKE STREET FOR 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE
 DI6309'LEFT.
 DI6309'
 DI6309'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6309'DISK STAMPED 82650 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6309'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 36.6 METERS
 DI6309'(120.0 FEET) NORTHWEST OF HOUSE--2334--, 16.2 METERS (53.0 FEET)
 DI6309'NORTHEAST OF THE CENTERLINE OF VAN DYKE STREET, 6.6 METERS (21.7 FEET)
 DI6309'NORTH-NORTHWEST OF THE CENTER OF A MANHOLE, 4.7 METERS (15.4 FEET)
 DI6309'NORTHEAST OF THE BASE OF A UTILITY POLE, 2.1 METERS (7.0 FEET)
 DI6309'NORTH-NORTHWEST OF THE BACK OF A CURB OF EAST VERNOR HIGHWAY, AND 11
 DI6309'INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6309
 DI6309                          STATION RECOVERY (2015)
 DI6309
 DI6309'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2015 (BAD)
 DI6309'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6310 ***********************************************************************
 DI6310  DESIGNATION -  82651
 DI6310  PID         -  DI6310
 DI6310  STATE/COUNTY-  MI/WAYNE
 DI6310  COUNTRY     -  US
 DI6310  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6310
 DI6310                         *CURRENT SURVEY CONTROL
 DI6310  ______________________________________________________________________
 DI6310* NAD 83(1986) POSITION- 42 14 18.     (N) 083 32 48.     (W)   SCALED
 DI6310* NAVD 88 ORTHO HEIGHT -   218.714 (meters)      717.56  (feet) ADJUSTED
 DI6310  ______________________________________________________________________
 DI6310  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 DI6310  DYNAMIC HEIGHT  -        218.646 (meters)      717.34  (feet) COMP
 DI6310  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 DI6310
 DI6310  VERT ORDER      -  SECOND    CLASS I
 DI6310
 DI6310.The horizontal coordinates were scaled from a map and have
 DI6310.an estimated accuracy of +/- 6 seconds.
 DI6310
 DI6310.The orthometric height was determined by differential leveling and
 DI6310.adjusted by the NATIONAL GEODETIC SURVEY
 DI6310.in July 2007.
 DI6310
 DI6310.No vertical observational check was made to the station.
 DI6310
 DI6310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6310.GEOID18 height accuracy estimate available here.
 DI6310
 DI6310.Click photographs - Photos may exist for this station.
 DI6310
 DI6310.The dynamic height is computed by dividing the NAVD 88
 DI6310.geopotential number by the normal gravity value computed on the
 DI6310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6310.degrees latitude (g = 980.6199 gals.).
 DI6310
 DI6310.The modeled gravity was interpolated from observed gravity values.
 DI6310
 DI6310;                    North         East    Units  Estimated Accuracy
 DI6310;SPC MI S     -    82,340.    4,067,680.      MT  (+/- 180 meters Scaled)
 DI6310
 DI6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG898793(NAD 83)
 DI6310
 DI6310                          SUPERSEDED SURVEY CONTROL
 DI6310
 DI6310.No superseded survey control is available for this station.
 DI6310
 DI6310_MARKER: DD = SURVEY DISK
 DI6310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6310_STAMPING: 82651 2006
 DI6310_MARK LOGO: MIDT
 DI6310_PROJECTION: FLUSH
 DI6310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6310+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DI6310
 DI6310  HISTORY     - Date     Condition        Report By
 DI6310  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6310  HISTORY     - 20160323 GOOD             GEOPRO
 DI6310  HISTORY     - 20160628 GOOD             INDIV
 DI6310  HISTORY     - 20200407 GOOD             MCA
 DI6310
 DI6310                          STATION DESCRIPTION
 DI6310
 DI6310'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6310'THE STATION IS LOCATED 3.9 MILES (6.28 KILOMETERS) NORTHWEST OF
 DI6310'BELLEVILLE, 5.5 MILES (8.85 KILOMETERS) NORTH-NORTHEAST OF WILLIS, 6.4
 DI6310'MILES (10.3 KILOMETERS) SOUTHWEST OF CANTON, LOCATED EAST OF KIRK
 DI6310'PROFIT DRIVE, NORTH OF AIRPORT DRIVE, LOCATED SOUTH OF THE RAILROAD
 DI6310'TRACKS AT THE WILLOW RUN AIRPORT.    TO REACH THE STATION FROM THE
 DI6310'JUNCTION OF RAWSONVILLE ROAD WITH INTERSTATE HIGHWAY-94, GO NORTH ON
 DI6310'RAWSONVILLE ROAD FOR 0.2 MILES (0.32 KILOMETERS) TO WILLIAM AVENUE, GO
 DI6310'WEST ON WILLIAM AVENUE FOR 0.3 MILES (0.48 KILOMETERS) TO MCGREGOR
 DI6310'AVENUE, GO NORTH ON MCGREGOR AVENUE FOR 0.9 MILES (1.45 KILOMETERS) TO
 DI6310'TYLER ROAD, GO EAST ON TYLER ROAD FOR 0.3 MILES (0.48 KILOMETERS)
 DI6310'CURVE NORTHEAST ONTO AIRPORT DRIVE FOLLOW FOR 0.1 MILES (0.16
 DI6310'KILOMETERS) TO KIRK PROFIT DRIVE.  THE STATION IS LOCATE BETWEEN KIRK
 DI6310'PROFIT DRIVE AND THE PARKING LOT IN THE GRASS MEDIAN.
 DI6310'
 DI6310'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6310'DISK STAMPED 82651 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6310'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.28 MILES (0.45
 DI6310'KILOMETERS) NORTH OF AIRPORT DRIVE, 54.6 METERS (179.2 FEET) SOUTHWEST
 DI6310'OF THE NORTHWEST CORNER OF THE MAIN BUILDING AT WILLOW RUN AIRPORT,
 DI6310'35.1 METERS (115.2 FEET) SOUTH OF THE FENCE LINE, 15.3 METERS (50.2
 DI6310'FEET) WEST OF THE CENTER OF A CATCH BASIN, 4.9 METERS (16.0 FEET) EAST
 DI6310'OF THE BACK OF A CURB, 4.5 METERS (14.6 FEET) WEST OF THE BACK OF A
 DI6310'CURB, AND 1.0 METERS (3.25 FEET) WEST OF A CARSONITE WITNESS POST.
 DI6310
 DI6310                          STATION RECOVERY (2016)
 DI6310
 DI6310'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2016 (SNO)
 DI6310'RECOVERED IN GOOD CONDITION.
 DI6310
 DI6310                          STATION RECOVERY (2016)
 DI6310
 DI6310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (SPE)
 DI6310'RECOVERED AS DESCRIBED
 DI6310
 DI6310                          STATION RECOVERY (2020)
 DI6310
 DI6310'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6400 ***********************************************************************
 DI6400  DESIGNATION -  82652
 DI6400  PID         -  DI6400
 DI6400  STATE/COUNTY-  MI/WAYNE
 DI6400  COUNTRY     -  US
 DI6400  USGS QUAD   -  WYANDOTTE (2017)
 DI6400
 DI6400                         *CURRENT SURVEY CONTROL
 DI6400  ______________________________________________________________________
 DI6400* NAD 83(1986) POSITION- 42 10 11.     (N) 083 13 47.     (W)   SCALED
 DI6400* NAVD 88 ORTHO HEIGHT -   182.561 (meters)      598.95  (feet) ADJUSTED
 DI6400  ______________________________________________________________________
 DI6400  GEOID HEIGHT    -        -34.701 (meters)                     GEOID18
 DI6400  DYNAMIC HEIGHT  -        182.503 (meters)      598.76  (feet) COMP
 DI6400  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 DI6400
 DI6400  VERT ORDER      -  SECOND    CLASS I
 DI6400
 DI6400.The horizontal coordinates were scaled from a map and have
 DI6400.an estimated accuracy of +/- 6 seconds.
 DI6400
 DI6400.The orthometric height was determined by differential leveling and
 DI6400.adjusted by the NATIONAL GEODETIC SURVEY
 DI6400.in July 2007.
 DI6400
 DI6400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6400.GEOID18 height accuracy estimate available here.
 DI6400
 DI6400.Click photographs - Photos may exist for this station.
 DI6400
 DI6400.The dynamic height is computed by dividing the NAVD 88
 DI6400.geopotential number by the normal gravity value computed on the
 DI6400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6400.degrees latitude (g = 980.6199 gals.).
 DI6400
 DI6400.The modeled gravity was interpolated from observed gravity values.
 DI6400
 DI6400;                    North         East    Units  Estimated Accuracy
 DI6400;SPC MI S     -    75,030.    4,093,940.      MT  (+/- 180 meters Scaled)
 DI6400
 DI6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG158710(NAD 83)
 DI6400
 DI6400                          SUPERSEDED SURVEY CONTROL
 DI6400
 DI6400.No superseded survey control is available for this station.
 DI6400
 DI6400_MARKER: DD = SURVEY DISK
 DI6400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6400_STAMPING: 82652 2006
 DI6400_MARK LOGO: MIDT
 DI6400_PROJECTION: FLUSH
 DI6400_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6400+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2020
 DI6400
 DI6400  HISTORY     - Date     Condition        Report By
 DI6400  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6400  HISTORY     - 20080514 GOOD             ROWEIN
 DI6400  HISTORY     - 20120426 GOOD             ADVGEO
 DI6400  HISTORY     - 20200519 GOOD             ADVGEO
 DI6400
 DI6400                          STATION DESCRIPTION
 DI6400
 DI6400'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6400'THE STATION IS LOCATED 3.5 MILES (5.63 KILOMETERS) SOUTHWEST OF
 DI6400'SOUTHGATE, 3.4 MILES (5.47 KILOMETERS) NORTHWEST OF TRENTON, AND 6.0
 DI6400'MILES (9.66 KILOMETERS) NORTHEAST OF FLAT ROCK, LOCATED NORTH OF
 DI6400'SIBLEY ROAD AND BETWEEN ALLEN ROAD AND DIX TOLEDO HIGHWAY.
 DI6400'
 DI6400'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6400'SIBLEY ROAD, GO EAST ON SIBLEY ROAD FOR 0.7 MILES (1.13 KILOMETERS) TO
 DI6400'THE STATION ON THE LEFT.
 DI6400'
 DI6400'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6400'DISK STAMPED 82652 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6400'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 228.6 METERS
 DI6400'(750.0 FEET) WEST OF ALLEN ROAD, 61.0 METERS (200.0 FEET) WEST OF THE
 DI6400'EXTENDED DRIVE FOR RAIN FOR RENT ADDRESS--20101--, 11.6 METERS (38.1
 DI6400'FEET) WEST OF THE CENTER OF THE WESTERLY MOST DRIVE TO DOAN COMPANIES,
 DI6400'5.5 METERS (18.1 FEET) SOUTHWEST OF A POWER POLE, 1.2 METERS (4.1
 DI6400'FEET) NORTH OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) SOUTH OF
 DI6400'A CARSONITE WITNESS POST.
 DI6400
 DI6400                          STATION RECOVERY (2008)
 DI6400
 DI6400'RECOVERY NOTE BY ROWE INCORPORATED 2008 (IDJ)
 DI6400'RECOVERED IN GOOD CONDITION.
 DI6400
 DI6400                          STATION RECOVERY (2012)
 DI6400
 DI6400'RECOVERY NOTE BY ADVANCED GEOMATICS 2012 (JHF)
 DI6400'RECOVERED IN GOOD CONDITION.
 DI6400
 DI6400                          STATION RECOVERY (2020)
 DI6400
 DI6400'RECOVERY NOTE BY ADVANCED GEOMATICS 2020 (ACF)
 DI6400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6311 ***********************************************************************
 DI6311  DESIGNATION -  82653
 DI6311  PID         -  DI6311
 DI6311  STATE/COUNTY-  MI/WAYNE
 DI6311  COUNTRY     -  US
 DI6311  USGS QUAD   -  FLAT ROCK NE (2017)
 DI6311
 DI6311                         *CURRENT SURVEY CONTROL
 DI6311  ______________________________________________________________________
 DI6311* NAD 83(1986) POSITION- 42 10 07.     (N) 083 15 09.     (W)   SCALED
 DI6311* NAVD 88 ORTHO HEIGHT -   185.029 (meters)      607.05  (feet) ADJUSTED
 DI6311  ______________________________________________________________________
 DI6311  GEOID HEIGHT    -        -34.688 (meters)                     GEOID18
 DI6311  DYNAMIC HEIGHT  -        184.969 (meters)      606.85  (feet) COMP
 DI6311  MODELED GRAVITY -    980,298.2   (mgal)                       NAVD 88
 DI6311
 DI6311  VERT ORDER      -  SECOND    CLASS I
 DI6311
 DI6311.The horizontal coordinates were scaled from a map and have
 DI6311.an estimated accuracy of +/- 6 seconds.
 DI6311
 DI6311.The orthometric height was determined by differential leveling and
 DI6311.adjusted by the NATIONAL GEODETIC SURVEY
 DI6311.in July 2007.
 DI6311
 DI6311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6311.GEOID18 height accuracy estimate available here.
 DI6311
 DI6311.Click photographs - Photos may exist for this station.
 DI6311
 DI6311.The dynamic height is computed by dividing the NAVD 88
 DI6311.geopotential number by the normal gravity value computed on the
 DI6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6311.degrees latitude (g = 980.6199 gals.).
 DI6311
 DI6311.The modeled gravity was interpolated from observed gravity values.
 DI6311
 DI6311;                    North         East    Units  Estimated Accuracy
 DI6311;SPC MI S     -    74,880.    4,092,060.      MT  (+/- 180 meters Scaled)
 DI6311
 DI6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG139709(NAD 83)
 DI6311
 DI6311                          SUPERSEDED SURVEY CONTROL
 DI6311
 DI6311.No superseded survey control is available for this station.
 DI6311
 DI6311_MARKER: DD = SURVEY DISK
 DI6311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6311_STAMPING: 82653 2006
 DI6311_MARK LOGO: MIDT
 DI6311_PROJECTION: FLUSH
 DI6311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6311+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DI6311
 DI6311  HISTORY     - Date     Condition        Report By
 DI6311  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6311  HISTORY     - 20080504 MARK NOT FOUND   ROWEIN
 DI6311
 DI6311                          STATION DESCRIPTION
 DI6311
 DI6311'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6311'THE STATION IS LOCATED 5.1 MILES (8.21 KILOMETERS) SOUTH-SOUTHEAST OF
 DI6311'TAYLOR, 4.3 MILES (6.92 KILOMETERS) SOUTHWEST OF SOUTHGATE, AND 4.3
 DI6311'MILES (6.92 KILOMETERS) NORTHWEST OF TRENTON, LOCATED NORTH OF SIBLEY
 DI6311'ROAD AND BETWEEN RACHO ROAD AND EMIT ROAD.
 DI6311'
 DI6311'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6311'SIBLEY ROAD, GO WEST ON SIBLEY ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO
 DI6311'THE STATION ON THE RIGHT.
 DI6311'
 DI6311'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6311'DISK STAMPED 82653 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6311'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 28.7 METERS (94.2
 DI6311'FEET) EAST-SOUTHEAST OF A POWER POLE, 25.9 METERS (85.0 FEET) WEST OF
 DI6311'THE EXTENDED CENTERLINE OF GUDITH ROAD, 12.8 METERS (42.0 FEET) WEST
 DI6311'OF THE CENTER OF THE DRIVE FOR GUDITH ELEMENTARY, 10.0 METERS (32.9
 DI6311'FEET) SOUTH OF THE SOUTHEAST CORNER OF THE SIGN BASE FOR GUDITH
 DI6311'ELEMENTARY, AND 9.1 METERS (30.0 FEET) NORTH OF THE CENTERLINE OF
 DI6311'SIBLEY ROAD.
 DI6311
 DI6311                          STATION RECOVERY (2008)
 DI6311
 DI6311'RECOVERY NOTE BY ROWE INCORPORATED 2008 (JJF)
 DI6311'MARK APPEARS TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6312 ***********************************************************************
 DI6312  DESIGNATION -  82654
 DI6312  PID         -  DI6312
 DI6312  STATE/COUNTY-  MI/WAYNE
 DI6312  COUNTRY     -  US
 DI6312  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6312
 DI6312                         *CURRENT SURVEY CONTROL
 DI6312  ______________________________________________________________________
 DI6312* NAD 83(1986) POSITION- 42 10 54.     (N) 083 32 32.     (W)   SCALED
 DI6312* NAVD 88 ORTHO HEIGHT -   212.731 (meters)      697.94  (feet) ADJUSTED
 DI6312  ______________________________________________________________________
 DI6312  GEOID HEIGHT    -        -34.454 (meters)                     GEOID18
 DI6312  DYNAMIC HEIGHT  -        212.663 (meters)      697.71  (feet) COMP
 DI6312  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 DI6312
 DI6312  VERT ORDER      -  SECOND    CLASS I
 DI6312
 DI6312.The horizontal coordinates were scaled from a map and have
 DI6312.an estimated accuracy of +/- 6 seconds.
 DI6312
 DI6312.The orthometric height was determined by differential leveling and
 DI6312.adjusted by the NATIONAL GEODETIC SURVEY
 DI6312.in July 2007.
 DI6312
 DI6312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6312.GEOID18 height accuracy estimate available here.
 DI6312
 DI6312.Click photographs - Photos may exist for this station.
 DI6312
 DI6312.The dynamic height is computed by dividing the NAVD 88
 DI6312.geopotential number by the normal gravity value computed on the
 DI6312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6312.degrees latitude (g = 980.6199 gals.).
 DI6312
 DI6312.The modeled gravity was interpolated from observed gravity values.
 DI6312
 DI6312;                    North         East    Units  Estimated Accuracy
 DI6312;SPC MI S     -    76,050.    4,068,110.      MT  (+/- 180 meters Scaled)
 DI6312
 DI6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG900730(NAD 83)
 DI6312
 DI6312                          SUPERSEDED SURVEY CONTROL
 DI6312
 DI6312.No superseded survey control is available for this station.
 DI6312
 DI6312_MARKER: DD = SURVEY DISK
 DI6312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6312_STAMPING: 82654 2006
 DI6312_MARK LOGO: MIDT
 DI6312_PROJECTION: FLUSH
 DI6312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6312+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6312
 DI6312  HISTORY     - Date     Condition        Report By
 DI6312  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6312
 DI6312                          STATION DESCRIPTION
 DI6312
 DI6312'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6312'THE STATION IS LOCATED 3.3 MILES (5.31 KILOMETERS) SOUTHWEST OF
 DI6312'BELLEVILLE, 1.8 MILES (2.9 KILOMETERS) NORTH-NORTHEAST OF WILLIS, AND
 DI6312'4.7 MILES (7.56 KILOMETERS) NORTHEAST OF WHITTAKER, IN THE NORTHEAST
 DI6312'QUADRANT OF THE INTERSECTION OF MARTZ ROAD WITH RAWSONVILLE ROAD.
 DI6312'TO REACH THE STATION FROM THE JUNCTION OF RAWSONVILLE ROAD WITH
 DI6312'INTERSTATE HIGHWAY-94, GO SOUTH ON RAWSONVILLE ROAD FOR 2.5 MILES
 DI6312'(4.02 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6312'
 DI6312'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6312'DISK STAMPED 82654 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6312'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 123.4 METERS
 DI6312'(405.0 FEET) SOUTH OF PRIVATE ENTRANCE--7400--, 11.6 METERS (38.2
 DI6312'FEET) NORTH OF THE CENTERLINE OF MARTZ ROAD, 10.2 METERS (33.4 FEET)
 DI6312'SOUTHWEST OF A POWER POLE, 9.4 METERS (31.0 FEET) EAST OF THE
 DI6312'CENTERLINE OF RAWSONVILLE ROAD, 6.9 METERS (22.5 FEET) NORTHWEST OF
 DI6312'THE TOP OF A FIRE HYDRANT, AND 0.6 METERS (2.0 FEET) WEST OF A
 DI6312'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6313 ***********************************************************************
 DI6313  DESIGNATION -  82655
 DI6313  PID         -  DI6313
 DI6313  STATE/COUNTY-  MI/WAYNE
 DI6313  COUNTRY     -  US
 DI6313  USGS QUAD   -  MAYBEE (2017)
 DI6313
 DI6313                         *CURRENT SURVEY CONTROL
 DI6313  ______________________________________________________________________
 DI6313* NAD 83(1986) POSITION- 42 05 10.     (N) 083 30 58.     (W)   SCALED
 DI6313* NAVD 88 ORTHO HEIGHT -   195.149 (meters)      640.25  (feet) ADJUSTED
 DI6313  ______________________________________________________________________
 DI6313  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 DI6313  DYNAMIC HEIGHT  -        195.083 (meters)      640.03  (feet) COMP
 DI6313  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 DI6313
 DI6313  VERT ORDER      -  SECOND    CLASS I
 DI6313
 DI6313.The horizontal coordinates were scaled from a map and have
 DI6313.an estimated accuracy of +/- 6 seconds.
 DI6313
 DI6313.The orthometric height was determined by differential leveling and
 DI6313.adjusted by the NATIONAL GEODETIC SURVEY
 DI6313.in July 2007.
 DI6313
 DI6313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6313.GEOID18 height accuracy estimate available here.
 DI6313
 DI6313.Click photographs - Photos may exist for this station.
 DI6313
 DI6313.The dynamic height is computed by dividing the NAVD 88
 DI6313.geopotential number by the normal gravity value computed on the
 DI6313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6313.degrees latitude (g = 980.6199 gals.).
 DI6313
 DI6313.The modeled gravity was interpolated from observed gravity values.
 DI6313
 DI6313;                    North         East    Units  Estimated Accuracy
 DI6313;SPC MI S     -    65,460.    4,070,370.      MT  (+/- 180 meters Scaled)
 DI6313
 DI6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG918624(NAD 83)
 DI6313
 DI6313                          SUPERSEDED SURVEY CONTROL
 DI6313
 DI6313.No superseded survey control is available for this station.
 DI6313
 DI6313_MARKER: DD = SURVEY DISK
 DI6313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6313_STAMPING: 82655 2006
 DI6313_MARK LOGO: MIDT
 DI6313_PROJECTION: FLUSH
 DI6313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6313+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6313
 DI6313  HISTORY     - Date     Condition        Report By
 DI6313  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6313
 DI6313                          STATION DESCRIPTION
 DI6313
 DI6313'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6313'THE STATION IS LOCATED 5.2 MILES (8.37 KILOMETERS) SOUTHEAST OF
 DI6313'WHITTAKER, 5.5 MILES (8.85 KILOMETERS) SOUTHEAST OF WILLIS, AND 5.7
 DI6313'MILES (9.17 KILOMETERS) NORTH OF MAYBEE, LOCATED NORTH OF OAKVILLE
 DI6313'WALTZ ROAD AND BETWEEN SHERWOOD ROAD AND TIMBERS ROAD.    TO REACH THE
 DI6313'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-275 WITH WILL CARLETON
 DI6313'ROAD, GO WEST ON WILL CARLETON ROAD AND OAKVILLE WALTZ ROAD FOR 7.4
 DI6313'MILES (11.91 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6313'
 DI6313'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6313'DISK STAMPED 82655 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6313'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.32 MILES (0.51
 DI6313'KILOMETERS) WEST OF TIMBERS ROAD, 35.9 METERS (117.8 FEET)
 DI6313'EAST-SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 33.0 METERS (108.4 FEET)
 DI6313'EAST OF THE CENTER OF PRIVATE ENTRANCE--7870--, 28.4 METERS (93.2
 DI6313'FEET) WEST OF THE CENTER OF PRIVATE ENTRANCE--7846--, 5.8 METERS (19.0
 DI6313'FEET) NORTH OF THE CENTER OF OAKVILLE WALTZ ROAD, AND 1.0 METER (3.25
 DI6313'FEET) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6401 ***********************************************************************
 DI6401  DESIGNATION -  82656
 DI6401  PID         -  DI6401
 DI6401  STATE/COUNTY-  MI/WAYNE
 DI6401  COUNTRY     -  US
 DI6401  USGS QUAD   -  WYANDOTTE (2017)
 DI6401
 DI6401                         *CURRENT SURVEY CONTROL
 DI6401  ______________________________________________________________________
 DI6401* NAD 83(1986) POSITION- 42 07 41.     (N) 083 11 07.     (W)   SCALED
 DI6401* NAVD 88 ORTHO HEIGHT -   178.626 (meters)      586.04  (feet) ADJUSTED
 DI6401  ______________________________________________________________________
 DI6401  GEOID HEIGHT    -        -34.830 (meters)                     GEOID18
 DI6401  DYNAMIC HEIGHT  -        178.568 (meters)      585.85  (feet) COMP
 DI6401  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 DI6401
 DI6401  VERT ORDER      -  SECOND    CLASS I
 DI6401
 DI6401.The horizontal coordinates were scaled from a map and have
 DI6401.an estimated accuracy of +/- 6 seconds.
 DI6401
 DI6401.The orthometric height was determined by differential leveling and
 DI6401.adjusted by the NATIONAL GEODETIC SURVEY
 DI6401.in July 2007.
 DI6401
 DI6401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6401.GEOID18 height accuracy estimate available here.
 DI6401
 DI6401.Click photographs - Photos may exist for this station.
 DI6401
 DI6401.The dynamic height is computed by dividing the NAVD 88
 DI6401.geopotential number by the normal gravity value computed on the
 DI6401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6401.degrees latitude (g = 980.6199 gals.).
 DI6401
 DI6401.The modeled gravity was interpolated from observed gravity values.
 DI6401
 DI6401;                    North         East    Units  Estimated Accuracy
 DI6401;SPC MI S     -    70,450.    4,097,680.      MT  (+/- 180 meters Scaled)
 DI6401
 DI6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG193663(NAD 83)
 DI6401
 DI6401                          SUPERSEDED SURVEY CONTROL
 DI6401
 DI6401.No superseded survey control is available for this station.
 DI6401
 DI6401_MARKER: DD = SURVEY DISK
 DI6401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6401_STAMPING: 82656 2006
 DI6401_MARK LOGO: MIDT
 DI6401_PROJECTION: FLUSH
 DI6401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6401+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2025
 DI6401
 DI6401  HISTORY     - Date     Condition        Report By
 DI6401  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6401  HISTORY     - 20140401 GOOD             INDIV
 DI6401  HISTORY     - 20250502 GOOD             SPICE
 DI6401
 DI6401                          STATION DESCRIPTION
 DI6401
 DI6401'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6401'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) WEST-SOUTHWEST OF
 DI6401'GROSE ILE, 0.9 MILES (1.45 KILOMETERS) SOUTHWEST OF TRENTON, AND 5.0
 DI6401'MILES (8.05 KILOMETERS) NORTHEAST OF ROCKWOOD, IN THE NORTHEAST
 DI6401'QUADRANT OF THE INTERSECTION OF GROSSE ILE PARKWAY WITH WEST JEFFERSON
 DI6401'AVENUE.
 DI6401'
 DI6401'TO REACH THE STATION FROM THE JUNCTION OF GROSSE ILE PARKWAY WITH WEST
 DI6401'JEFFERSON AVENUE, GO NORTH ON WEST JEFFERSON AVENUE FOR 25.9 METERS
 DI6401'(85.0 FEET) TO THE STATION ON THE RIGHT.
 DI6401'
 DI6401'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6401'DISK STAMPED 82656 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6401'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 45.7 METERS
 DI6401'(150.0 FEET) SOUTH OF THE EXTENDED DRIVE FOR PRESTIGE CLEANERS AND
 DI6401'LAUNDRY ADDRESS--4088--, 25.8 METERS (84.6 FEET) NORTH OF THE
 DI6401'CENTERLINE OF GROSSE ILE PARKWAY, 7.9 METERS (25.8 FEET) NORTHEAST OF
 DI6401'THE CENTER OF A CATCH BASIN, 5.4 METERS (17.7 FEET) SOUTHWEST OF A
 DI6401'POWER POLE, 4.6 METERS (15.0 FEET) EAST OF WEST JEFFERSON AVENUE EDGE
 DI6401'OF PAVEMENT, AND 1.0 METER (3.25 FEET) SOUTH OF A CARSONITE WITNESS
 DI6401'POST.
 DI6401
 DI6401                          STATION RECOVERY (2014)
 DI6401
 DI6401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JIS)
 DI6401'RECOVERED IN GOOD CONDITION.
 DI6401
 DI6401                          STATION RECOVERY (2025)
 DI6401
 DI6401'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (JD)
 DI6401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6367 ***********************************************************************
 DI6367  DESIGNATION -  82657
 DI6367  PID         -  DI6367
 DI6367  STATE/COUNTY-  MI/WAYNE
 DI6367  COUNTRY     -  US
 DI6367  USGS QUAD   -  CARLETON (2017)
 DI6367
 DI6367                         *CURRENT SURVEY CONTROL
 DI6367  ______________________________________________________________________
 DI6367* NAD 83(1986) POSITION- 42 05 38.     (N) 083 25 00.     (W)   SCALED
 DI6367* NAVD 88 ORTHO HEIGHT -   190.075 (meters)      623.60  (feet) ADJUSTED
 DI6367  ______________________________________________________________________
 DI6367  GEOID HEIGHT    -        -34.789 (meters)                     GEOID18
 DI6367  DYNAMIC HEIGHT  -        190.012 (meters)      623.40  (feet) COMP
 DI6367  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 DI6367
 DI6367  VERT ORDER      -  SECOND    CLASS I
 DI6367
 DI6367.The horizontal coordinates were scaled from a map and have
 DI6367.an estimated accuracy of +/- 6 seconds.
 DI6367
 DI6367.The orthometric height was determined by differential leveling and
 DI6367.adjusted by the NATIONAL GEODETIC SURVEY
 DI6367.in July 2007.
 DI6367
 DI6367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6367.GEOID18 height accuracy estimate available here.
 DI6367
 DI6367.Click photographs - Photos may exist for this station.
 DI6367
 DI6367.The dynamic height is computed by dividing the NAVD 88
 DI6367.geopotential number by the normal gravity value computed on the
 DI6367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6367.degrees latitude (g = 980.6199 gals.).
 DI6367
 DI6367.The modeled gravity was interpolated from observed gravity values.
 DI6367
 DI6367;                    North         East    Units  Estimated Accuracy
 DI6367;SPC MI S     -    66,410.    4,078,590.      MT  (+/- 180 meters Scaled)
 DI6367
 DI6367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG001630(NAD 83)
 DI6367
 DI6367                          SUPERSEDED SURVEY CONTROL
 DI6367
 DI6367.No superseded survey control is available for this station.
 DI6367
 DI6367_MARKER: DD = SURVEY DISK
 DI6367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6367_STAMPING: 82657 2006
 DI6367_MARK LOGO: MIDT
 DI6367_PROJECTION: FLUSH
 DI6367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6367+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DI6367
 DI6367  HISTORY     - Date     Condition        Report By
 DI6367  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6367
 DI6367                          STATION DESCRIPTION
 DI6367
 DI6367'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (LDM)
 DI6367'THE STATION IS LOCATED 2.8 MILES (4.51 KILOMETERS) NORTHWEST OF
 DI6367'CARLETON, 4.8 MILES (7.72 KILOMETERS) SOUTH-SOUTHWEST OF NEW BOSTON,
 DI6367'AND 8.0 MILES (12.87 KILOMETERS) NORTHEAST OF MAYBEE, LOCATED NORTH OF
 DI6367'OAKVILLE WALTZ ROAD AND BETWEEN CLARK ROAD AND MARGARET LANE.
 DI6367'
 DI6367'TO REACH THE STATION FROM THE JUNCTION INTERSTATE HIGHWAY-275 WITH
 DI6367'WILL CARLETON ROAD, GO EAST ON WILL CARLETON ROAD AND OAKVILLE WALTZ
 DI6367'ROAD FOR 2.0 MILES (3.22 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6367'
 DI6367'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6367'DISK STAMPED 82657 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6367'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.23 MILES (0.37
 DI6367'KILOMETERS) EAST OF CLARK ROAD, 144.8 METERS (475.0 FEET) WEST OF THE
 DI6367'EXTENDED CENTER OF PRIVATE ENTRANCE--2755--, 27.8 METERS (91.3 FEET)
 DI6367'WEST-SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 8.9 METERS (29.2 FEET)
 DI6367'SOUTHEAST OF A POWER POLE, 7.4 METERS (24.2 FEET) NORTH OF THE
 DI6367'CENTERLINE OF OAKVILLE WALTZ ROAD, AND 11 INCHES (28 CENTIMETERS) EAST
 DI6367'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6314 ***********************************************************************
 DI6314  DESIGNATION -  82658
 DI6314  PID         -  DI6314
 DI6314  STATE/COUNTY-  MI/WAYNE
 DI6314  COUNTRY     -  US
 DI6314  USGS QUAD   -  WYANDOTTE (2017)
 DI6314
 DI6314                         *CURRENT SURVEY CONTROL
 DI6314  ______________________________________________________________________
 DI6314* NAD 83(1986) POSITION- 42 08 46.     (N) 083 08 20.     (W)   SCALED
 DI6314* NAVD 88 ORTHO HEIGHT -   176.452 (meters)      578.91  (feet) ADJUSTED
 DI6314  ______________________________________________________________________
 DI6314  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 DI6314  DYNAMIC HEIGHT  -        176.395 (meters)      578.72  (feet) COMP
 DI6314  MODELED GRAVITY -    980,294.4   (mgal)                       NAVD 88
 DI6314
 DI6314  VERT ORDER      -  SECOND    CLASS I
 DI6314
 DI6314.The horizontal coordinates were scaled from a map and have
 DI6314.an estimated accuracy of +/- 6 seconds.
 DI6314
 DI6314.The orthometric height was determined by differential leveling and
 DI6314.adjusted by the NATIONAL GEODETIC SURVEY
 DI6314.in July 2007.
 DI6314
 DI6314.No vertical observational check was made to the station.
 DI6314
 DI6314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6314.GEOID18 height accuracy estimate available here.
 DI6314
 DI6314.Click photographs - Photos may exist for this station.
 DI6314
 DI6314.The dynamic height is computed by dividing the NAVD 88
 DI6314.geopotential number by the normal gravity value computed on the
 DI6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6314.degrees latitude (g = 980.6199 gals.).
 DI6314
 DI6314.The modeled gravity was interpolated from observed gravity values.
 DI6314
 DI6314;                    North         East    Units  Estimated Accuracy
 DI6314;SPC MI S     -    72,510.    4,101,490.      MT  (+/- 180 meters Scaled)
 DI6314
 DI6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG232682(NAD 83)
 DI6314
 DI6314                          SUPERSEDED SURVEY CONTROL
 DI6314
 DI6314.No superseded survey control is available for this station.
 DI6314
 DI6314_MARKER: DD = SURVEY DISK
 DI6314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6314_STAMPING: 82658 2006
 DI6314_MARK LOGO: MIDT
 DI6314_PROJECTION: FLUSH
 DI6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6314+STABILITY: SURFACE MOTION
 DI6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6314+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 DI6314
 DI6314  HISTORY     - Date     Condition        Report By
 DI6314  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6314  HISTORY     - 20200318 GOOD             MCA
 DI6314
 DI6314                          STATION DESCRIPTION
 DI6314
 DI6314'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6314'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) EAST-NORTHEAST OF
 DI6314'TRENTON, 1.5 MILES (2.41 KILOMETERS) NORTHEAST OF GROSSE ILE, AND 4.7
 DI6314'MILES (7.56 KILOMETERS) SOUTH OF WYANDOTTE, LOCATED EAST OF EAST RIVER
 DI6314'ROAD AND BETWEEN CHURCH ROAD AND STOUT AVENUE.    TO REACH THE STATION
 DI6314'FROM THE JUNCTION OF BRIDGE ROAD WITH MERIDIAN ROAD, GO SOUTH ON
 DI6314'MERIDIAN ROAD FOR 1.4 MILES (2.25 KILOMETERS) TO CHURCH ROAD, GO EAST
 DI6314'ON CHURCH ROAD FOR 1.0 MILE (1.61 KILOMETERS) TO EAST RIVER ROAD, GO
 DI6314'SOUTH ON EAST RIVER ROAD FOR 0.3 MILES (0.48 KILOMETERS) TO THE
 DI6314'STATION ON THE LEFT.
 DI6314'
 DI6314'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6314'DISK STAMPED 82658 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6314'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 518.2 METERS
 DI6314'(1700.0 FEET) SOUTH OF CHURCH ROAD, 25.1 METERS (82.3 FEET) SOUTHEAST
 DI6314'OF THE TOP OF A FIRE HYDRANT, 9.1 METERS (30.0 FEET) NORTH OF THE
 DI6314'EXTENDED CENTER OF PRIVATE ENTRANCE--21906--, 7.9 METERS (25.8 FEET)
 DI6314'EAST OF THE CENTERLINE OF EAST RIVER ROAD, AND 11 INCHES (28
 DI6314'CENTIMETERS) EAST OF A CARSONITE WITNESS POST.
 DI6314
 DI6314                          STATION RECOVERY (2020)
 DI6314
 DI6314'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 DI6314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6315 ***********************************************************************
 DI6315  DESIGNATION -  82659
 DI6315  PID         -  DI6315
 DI6315  STATE/COUNTY-  MI/WAYNE
 DI6315  COUNTRY     -  US
 DI6315  USGS QUAD   -  ROCKWOOD (2017)
 DI6315
 DI6315                         *CURRENT SURVEY CONTROL
 DI6315  ______________________________________________________________________
 DI6315* NAD 83(2011) POSITION- 42 04 02.36022(N) 083 13 36.74044(W)   ADJUSTED
 DI6315* NAD 83(2011) ELLIP HT-   141.920 (meters)        (06/27/12)   ADJUSTED
 DI6315* NAD 83(2011) EPOCH   -  2010.00
 DI6315* NAVD 88 ORTHO HEIGHT -   176.882 (meters)      580.32  (feet) ADJUSTED
 DI6315  ______________________________________________________________________
 DI6315  GEOID HEIGHT    -        -34.967 (meters)                     GEOID18
 DI6315  NAD 83(2011) X  -    559,274.647 (meters)                     COMP
 DI6315  NAD 83(2011) Y  - -4,709,002.046 (meters)                     COMP
 DI6315  NAD 83(2011) Z  -  4,251,253.034 (meters)                     COMP
 DI6315  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DI6315  DYNAMIC HEIGHT  -        176.823 (meters)      580.13  (feet) COMP
 DI6315  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 DI6315
 DI6315  VERT ORDER      -  SECOND    CLASS I
 DI6315
 DI6315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6315  Standards:
 DI6315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6315  -------------------------------------------------------------------
 DI6315  NETWORK    0.35   0.57           0.16   0.12   0.29     -0.10238763
 DI6315  -------------------------------------------------------------------
 DI6315  Click here for local accuracies and other accuracy information.
 DI6315
 DI6315.The horizontal coordinates were established by GPS observations
 DI6315.and adjusted by the National Geodetic Survey in June 2012.
 DI6315
 DI6315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6315.been affixed to the stable North American tectonic plate. See 
 DI6315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6315
 DI6315.The horizontal coordinates are valid at the epoch date displayed above
 DI6315.which is a decimal equivalence of Year/Month/Day.
 DI6315
 DI6315.The orthometric height was determined by differential leveling and
 DI6315.adjusted by the NATIONAL GEODETIC SURVEY
 DI6315.in July 2007.
 DI6315
 DI6315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6315.GEOID18 height accuracy estimate available here.
 DI6315
 DI6315.Click photographs - Photos may exist for this station.
 DI6315
 DI6315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6315
 DI6315.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6315
 DI6315.The ellipsoidal height was determined by GPS observations
 DI6315.and is referenced to NAD 83.
 DI6315
 DI6315.The dynamic height is computed by dividing the NAVD 88
 DI6315.geopotential number by the normal gravity value computed on the
 DI6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6315.degrees latitude (g = 980.6199 gals.).
 DI6315
 DI6315.The modeled gravity was interpolated from observed gravity values.
 DI6315
 DI6315. The following values were computed from the NAD 83(2011) position.
 DI6315
 DI6315;                    North         East     Units Scale Factor Converg.
 DI6315;SPC MI S     -    63,656.414 4,094,331.089   MT  1.00000790   +0 46 32.4
 DI6315;SPC MI S     -   208,846.50 13,432,844.78   iFT  1.00000790   +0 46 32.4
 DI6315;UTM  17      - 4,659,650.406   315,765.424   MT  1.00001767   -1 29 32.8
 DI6315
 DI6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6315!SPC MI S     -   0.99997774  x   1.00000790  =   0.99998564
 DI6315!UTM  17      -   0.99997774  x   1.00001767  =   0.99999541
 DI6315
 DI6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1576559650(NAD 83)
 DI6315
 DI6315                          SUPERSEDED SURVEY CONTROL
 DI6315
 DI6315  NAD 83(2007)-  42 04 02.36048(N)    083 13 36.74137(W) AD(2002.00) 1
 DI6315  ELLIP H (06/10/07)  141.933  (m)                       GP(2002.00) 4 1
 DI6315  NAVD 88             176.88   (m)          580.3    (f) LEVELING    3  
 DI6315
 DI6315.Superseded values are not recommended for survey control.
 DI6315
 DI6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6315.See file dsdata.pdf to determine how the superseded data were derived.
 DI6315
 DI6315_MARKER: DD = SURVEY DISK
 DI6315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6315_STAMPING: 82659 2006
 DI6315_MARK LOGO: MIDT
 DI6315_PROJECTION: FLUSH
 DI6315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6315+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DI6315
 DI6315  HISTORY     - Date     Condition        Report By
 DI6315  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6315  HISTORY     - 20090927 GOOD             JCLS
 DI6315  HISTORY     - 20250612 GOOD             MIDT
 DI6315
 DI6315                          STATION DESCRIPTION
 DI6315
 DI6315'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6315'THE STATION IS LOCATED 1.8 MILES (2.9 KILOMETERS) EAST OF SOUTH
 DI6315'ROCKWOOD, 1.1 MILES (1.77 KILOMETERS) EAST OF ROCKWOOD, AND 5.6 MILES
 DI6315'(9.01 KILOMETERS) SOUTHWEST OF TRENTON, IN THE NORTHEAST QUADRANT OF
 DI6315'THE INTERSECTION OF HURON RIVER DRIVE WITH LIPAROTO DRIVE.
 DI6315'
 DI6315'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6315'HURON RIVER DRIVE, GO EAST ON HURON RIVER DRIVE FOR 1.4 MILES (2.25
 DI6315'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6315'
 DI6315'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6315'DISK STAMPED 82659 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6315'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 34.9 METERS
 DI6315'(114.6 FEET) SOUTH OF THE EXTENDED CENTER OF PRIVATE
 DI6315'ENTRANCE--32874--, 13.1 METERS (43.0 FEET) NORTH OF THE CENTERLINE OF
 DI6315'HURON RIVER DRIVE, 8.6 METERS (28.2 FEET) EAST OF THE CENTERLINE OF
 DI6315'LIPAROTO DRIVE, AND 7.7 METERS (25.4 FEET) NORTHWEST OF A POWER POLE.
 DI6315
 DI6315                          STATION RECOVERY (2009)
 DI6315
 DI6315'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DI6315'RECOVERED IN GOOD CONDITION.
 DI6315
 DI6315                          STATION RECOVERY (2025)
 DI6315
 DI6315'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6316 ***********************************************************************
 DI6316  DESIGNATION -  82660
 DI6316  PID         -  DI6316
 DI6316  STATE/COUNTY-  MI/WAYNE
 DI6316  COUNTRY     -  US
 DI6316  USGS QUAD   -  SALEM (2017)
 DI6316
 DI6316                         *CURRENT SURVEY CONTROL
 DI6316  ______________________________________________________________________
 DI6316* NAD 83(1986) POSITION- 42 25 22.     (N) 083 30 42.     (W)   SCALED
 DI6316* NAVD 88 ORTHO HEIGHT -   264.037 (meters)      866.26  (feet) ADJUSTED
 DI6316  ______________________________________________________________________
 DI6316  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 DI6316  DYNAMIC HEIGHT  -        263.961 (meters)      866.01  (feet) COMP
 DI6316  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 DI6316
 DI6316  VERT ORDER      -  SECOND    CLASS I
 DI6316
 DI6316.The horizontal coordinates were scaled from a map and have
 DI6316.an estimated accuracy of +/- 6 seconds.
 DI6316
 DI6316.The orthometric height was determined by differential leveling and
 DI6316.adjusted by the NATIONAL GEODETIC SURVEY
 DI6316.in July 2007.
 DI6316
 DI6316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6316.GEOID18 height accuracy estimate available here.
 DI6316
 DI6316.Click photographs - Photos may exist for this station.
 DI6316
 DI6316.The dynamic height is computed by dividing the NAVD 88
 DI6316.geopotential number by the normal gravity value computed on the
 DI6316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6316.degrees latitude (g = 980.6199 gals.).
 DI6316
 DI6316.The modeled gravity was interpolated from observed gravity values.
 DI6316
 DI6316;                    North         East    Units  Estimated Accuracy
 DI6316;SPC MI S     -   102,860.    4,070,360.      MT  (+/- 180 meters Scaled)
 DI6316
 DI6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933997(NAD 83)
 DI6316
 DI6316                          SUPERSEDED SURVEY CONTROL
 DI6316
 DI6316.No superseded survey control is available for this station.
 DI6316
 DI6316_MARKER: DD = SURVEY DISK
 DI6316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6316_STAMPING: 82660 2006
 DI6316_MARK LOGO: MIDT
 DI6316_PROJECTION: FLUSH
 DI6316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6316+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2025
 DI6316
 DI6316  HISTORY     - Date     Condition        Report By
 DI6316  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6316  HISTORY     - 20181101 GOOD             APSC
 DI6316  HISTORY     - 20250509 GOOD             ADVGEO
 DI6316
 DI6316                          STATION DESCRIPTION
 DI6316
 DI6316'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6316'THE STATION IS LOCATED 3.6 MILES (5.79 KILOMETERS) EAST-NORTHEAST OF
 DI6316'SALEM, 1.6 MILES (2.57 KILOMETERS) SOUTHWEST OF NORTHVILLE, AND 4.1
 DI6316'MILES (6.6 KILOMETERS) NORTHWEST OF PLYMOUTH, IN THE SOUTHWEST
 DI6316'QUADRANT OF THE INTERSECTION OF BECK ROAD WITH 7 MILE ROAD.
 DI6316'
 DI6316'TO REACH THE STATION FROM THE JUNCTION OF BECK ROAD WITH NORTH
 DI6316'TERRITORIAL ROAD, GO NORTH ON BECK ROAD FOR 3.2 MILES (5.15
 DI6316'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6316'
 DI6316'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6316'DISK STAMPED 82660 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6316'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 30.5 METERS
 DI6316'(100.0 FEET) SOUTH OF THE CENTERLINE OF 7 MILE ROAD, 18.5 METERS (60.7
 DI6316'FEET) SOUTH-SOUTHEAST OF A FIRE HYDRANT BASE, 15.7 METERS (51.5 FEET)
 DI6316'NORTH OF THE CENTER OF A DRIVE TO A BP GAS STATION ADDRESS--47407--,
 DI6316'11.1 METERS (36.5 FEET) SOUTHEAST OF A LIGHT POLE BASE, 2.7 METERS
 DI6316'(8.8 FEET) WEST OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) EAST
 DI6316'OF A CARSONITE WITNESS POST.
 DI6316
 DI6316                          STATION RECOVERY (2018)
 DI6316
 DI6316'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DI6316'RECOVERED IN GOOD CONDITION.
 DI6316
 DI6316                          STATION RECOVERY (2025)
 DI6316
 DI6316'RECOVERY NOTE BY ADVANCED GEOMATICS 2025 (JF)
 DI6316'CARSONITE WITNESS POST MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6317 ***********************************************************************
 DI6317  DESIGNATION -  82661
 DI6317  PID         -  DI6317
 DI6317  STATE/COUNTY-  MI/WAYNE
 DI6317  COUNTRY     -  US
 DI6317  USGS QUAD   -  REDFORD (2017)
 DI6317
 DI6317                         *CURRENT SURVEY CONTROL
 DI6317  ______________________________________________________________________
 DI6317* NAD 83(1986) POSITION- 42 25 07.     (N) 083 18 57.     (W)   SCALED
 DI6317* NAVD 88 ORTHO HEIGHT -   192.574 (meters)      631.80  (feet) ADJUSTED
 DI6317  ______________________________________________________________________
 DI6317  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 DI6317  DYNAMIC HEIGHT  -        192.520 (meters)      631.63  (feet) COMP
 DI6317  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 DI6317
 DI6317  VERT ORDER      -  SECOND    CLASS I
 DI6317
 DI6317.The horizontal coordinates were scaled from a map and have
 DI6317.an estimated accuracy of +/- 6 seconds.
 DI6317
 DI6317.The orthometric height was determined by differential leveling and
 DI6317.adjusted by the NATIONAL GEODETIC SURVEY
 DI6317.in July 2007.
 DI6317
 DI6317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6317.GEOID18 height accuracy estimate available here.
 DI6317
 DI6317.Click photographs - Photos may exist for this station.
 DI6317
 DI6317.The dynamic height is computed by dividing the NAVD 88
 DI6317.geopotential number by the normal gravity value computed on the
 DI6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6317.degrees latitude (g = 980.6199 gals.).
 DI6317
 DI6317.The modeled gravity was interpolated from observed gravity values.
 DI6317
 DI6317;                    North         East    Units  Estimated Accuracy
 DI6317;SPC MI S     -   102,580.    4,086,480.      MT  (+/- 180 meters Scaled)
 DI6317
 DI6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG094988(NAD 83)
 DI6317
 DI6317                          SUPERSEDED SURVEY CONTROL
 DI6317
 DI6317.No superseded survey control is available for this station.
 DI6317
 DI6317_MARKER: DD = SURVEY DISK
 DI6317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6317_STAMPING: 82661 2006
 DI6317_MARK LOGO: MIDT
 DI6317_PROJECTION: FLUSH
 DI6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6317+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DI6317
 DI6317  HISTORY     - Date     Condition        Report By
 DI6317  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6317
 DI6317                          STATION DESCRIPTION
 DI6317
 DI6317'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6317'THE STATION IS LOCATED 4.0 MILES (6.44 KILOMETERS) SOUTHEAST OF
 DI6317'FARMINGTON, 2.7 MILES (4.35 KILOMETERS) NORTHWEST OF REDFORD, AND 3.9
 DI6317'MILES (6.28 KM) NORTHEAST OF LIVONIA, LOCATED WEST OF INKSTER ROAD AND
 DI6317'BETWEEN DOLORES STREET AND HIZMET STREET.
 DI6317'
 DI6317'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-96
 DI6317'(SCHOOLCRAFT) WITH INKSTER ROAD, GO NORTH ON INKSTER ROAD FOR 2.4
 DI6317'MILES (3.86 KILOMETERS) TO THE STATION ON THE LEFT.
 DI6317'
 DI6317'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6317'DISK STAMPED 82661 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6317'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 33.5 METERS
 DI6317'(110.0 FEET) NORTH OF THE EXTENDED CENTER OF PRIVATE
 DI6317'ENTRANCE--17629--, 9.8 METERS (32.3 FEET) NORTH OF THE CENTERLINE OF
 DI6317'HIZMET STREET, 7.1 METERS (23.2 FEET) EAST-SOUTHEAST OF A POWER POLE,
 DI6317'7.0 METERS (23.0 FEET) EAST-SOUTHEAST OF A MANHOLE, 1.3 METERS (4.4
 DI6317'FEET) WEST OF THE BACK OF A CURB, AND 0.99 METERS (3.2 FEET) EAST OF A
 DI6317'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5161 ***********************************************************************
 DJ5161  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5161  DESIGNATION -  82662
 DJ5161  PID         -  DJ5161
 DJ5161  STATE/COUNTY-  MI/WAYNE
 DJ5161  COUNTRY     -  US
 DJ5161  USGS QUAD   -  DEARBORN (2017)
 DJ5161
 DJ5161                         *CURRENT SURVEY CONTROL
 DJ5161  ______________________________________________________________________
 DJ5161* NAD 83(2011) POSITION- 42 20 40.28476(N) 083 08 57.73776(W)   ADJUSTED
 DJ5161* NAD 83(2011) ELLIP HT-   146.275 (meters)        (06/27/12)   ADJUSTED
 DJ5161* NAD 83(2011) EPOCH   -  2010.00
 DJ5161* NAVD 88 ORTHO HEIGHT -   180.71  (meters)      592.9   (feet) GPS OBS
 DJ5161  ______________________________________________________________________
 DJ5161  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5161  GEOID HEIGHT    -        -34.387 (meters)                     GEOID03
 DJ5161  GEOID HEIGHT    -        -34.439 (meters)                     GEOID18
 DJ5161  NAD 83(2011) X  -    563,176.712 (meters)                     COMP
 DJ5161  NAD 83(2011) Y  - -4,687,706.531 (meters)                     COMP
 DJ5161  NAD 83(2011) Z  -  4,274,064.254 (meters)                     COMP
 DJ5161  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DJ5161
 DJ5161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5161  Standards:
 DJ5161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5161  -------------------------------------------------------------------
 DJ5161  NETWORK    0.20   0.31           0.09   0.07   0.16     -0.04936893
 DJ5161  -------------------------------------------------------------------
 DJ5161  Click here for local accuracies and other accuracy information.
 DJ5161
 DJ5161.The horizontal coordinates were established by GPS observations
 DJ5161.and adjusted by the National Geodetic Survey in June 2012.
 DJ5161
 DJ5161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5161.been affixed to the stable North American tectonic plate. See 
 DJ5161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5161
 DJ5161.The horizontal coordinates are valid at the epoch date displayed above
 DJ5161.which is a decimal equivalence of Year/Month/Day.
 DJ5161
 DJ5161.The orthometric height was determined by GPS observations and a
 DJ5161.high-resolution geoid model using precise GPS observation and
 DJ5161.processing techniques.
 DJ5161
 DJ5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5161.GEOID18 height accuracy estimate available here.
 DJ5161
 DJ5161.Click photographs - Photos may exist for this station.
 DJ5161
 DJ5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5161
 DJ5161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5161
 DJ5161.The ellipsoidal height was determined by GPS observations
 DJ5161.and is referenced to NAD 83.
 DJ5161
 DJ5161. The following values were computed from the NAD 83(2011) position.
 DJ5161
 DJ5161;                    North         East     Units Scale Factor Converg.
 DJ5161;SPC MI S     -    94,533.053 4,100,299.575   MT  0.99995108   +0 49 42.3
 DJ5161;SPC MI S     -   310,147.81 13,452,426.43   iFT  0.99995108   +0 49 42.3
 DJ5161;UTM  17      - 4,690,266.848   322,953.652   MT  0.99998568   -1 26 53.4
 DJ5161
 DJ5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5161!SPC MI S     -   0.99997706  x   0.99995108  =   0.99992814
 DJ5161!UTM  17      -   0.99997706  x   0.99998568  =   0.99996274
 DJ5161
 DJ5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2295390266(NAD 83)
 DJ5161
 DJ5161                          SUPERSEDED SURVEY CONTROL
 DJ5161
 DJ5161  NAD 83(2007)-  42 20 40.28482(N)    083 08 57.73840(W) AD(2002.00) 1
 DJ5161  ELLIP H (06/10/07)  146.290  (m)                       GP(2002.00) 4 1
 DJ5161
 DJ5161.Superseded values are not recommended for survey control.
 DJ5161
 DJ5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5161.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5161
 DJ5161_MARKER: DD = SURVEY DISK
 DJ5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5161_STAMPING: 82662 2006
 DJ5161_MARK LOGO: MIDT
 DJ5161_PROJECTION: FLUSH
 DJ5161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5161+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 DJ5161
 DJ5161  HISTORY     - Date     Condition        Report By
 DJ5161  HISTORY     - 20060530 MONUMENTED       MIDT
 DJ5161  HISTORY     - 20111027 GOOD             INDIV
 DJ5161  HISTORY     - 20130524 GOOD             INDIV
 DJ5161  HISTORY     - 20150117 GOOD             INDIV
 DJ5161  HISTORY     - 20151230 GOOD             INDIV
 DJ5161  HISTORY     - 20190129 GOOD             INDIV
 DJ5161  HISTORY     - 20250616 GOOD             MIDT
 DJ5161
 DJ5161                          STATION DESCRIPTION
 DJ5161
 DJ5161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5161'THE STATION IS LOCATED 4.5 MILES (7.24 KILOMETERS) NORTHEAST OF
 DJ5161'MELVINDALE, 5.0 MILES (8.05 KILOMETERS) NORTH-NORTHWEST OF RIVER
 DJ5161'ROUGE, AND 5.0 MILES (8.05 KILOMETERS) SOUTHWEST OF HIGHLAND PARK,
 DJ5161'LOCATED SOUTH OF WEST WARREN AVENUE AND BETWEEN LONYO AVENUE AND
 DJ5161'MCDONALD STREET.
 DJ5161'
 DJ5161'TO REACH THE STATION FROM THE JUNCTION OF LONYO AVENUE WITH WEST
 DJ5161'WARREN AVENUE, GO EAST ON WEST WARREN AVENUE FOR 0.4 MILES (0.64
 DJ5161'KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5161'
 DJ5161'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5161'DISK STAMPED 82662 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5161'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 106.7 METERS
 DJ5161'(350.0 FEET) WEST OF MCDONALD STREET, 55.8 METERS (183.0 FEET) EAST OF
 DJ5161'THE EXTENDED CENTER OF THE DRIVE TO THE DETROIT WATER STATION
 DJ5161'ADDRESS--8300--, 22.9 METERS (75.2 FEET) WEST OF THE WING WALL OF A
 DJ5161'RAILROAD BRIDGE, 3.7 METERS (12.2 FEET) SOUTH OF THE BACK OF A CURB,
 DJ5161'0.8 METERS (2.6 FEET) SOUTH OF THE BACK OF A WALK, AND 1.0 METER (3.25
 DJ5161'FEET) NORTH OF A CARSONITE WITNESS POST.
 DJ5161
 DJ5161                          STATION RECOVERY (2011)
 DJ5161
 DJ5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ALG)
 DJ5161'RECOVERED IN GOOD CONDITION.
 DJ5161
 DJ5161                          STATION RECOVERY (2013)
 DJ5161
 DJ5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DJ5161'RECOVERED IN GOOD CONDITION.
 DJ5161
 DJ5161                          STATION RECOVERY (2015)
 DJ5161
 DJ5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DJ5161'RECOVERED IN GOOD CONDITION.
 DJ5161
 DJ5161                          STATION RECOVERY (2015)
 DJ5161
 DJ5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DJ5161'RECOVERED AS DESCRIBED
 DJ5161
 DJ5161                          STATION RECOVERY (2019)
 DJ5161
 DJ5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (JWC)
 DJ5161'RECOVERED IN GOOD CONDITION.
 DJ5161
 DJ5161                          STATION RECOVERY (2025)
 DJ5161
 DJ5161'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DJ5161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5162 ***********************************************************************
 DJ5162  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5162  DESIGNATION -  82663
 DJ5162  PID         -  DJ5162
 DJ5162  STATE/COUNTY-  MI/WAYNE
 DJ5162  COUNTRY     -  US
 DJ5162  USGS QUAD   -  HIGHLAND PARK (2017)
 DJ5162
 DJ5162                         *CURRENT SURVEY CONTROL
 DJ5162  ______________________________________________________________________
 DJ5162* NAD 83(2011) POSITION- 42 23 23.16712(N) 083 04 56.58681(W)   ADJUSTED
 DJ5162* NAD 83(2011) ELLIP HT-   158.592 (meters)        (06/27/12)   ADJUSTED
 DJ5162* NAD 83(2011) EPOCH   -  2010.00
 DJ5162* NAVD 88 ORTHO HEIGHT -   193.04  (meters)      633.3   (feet) GPS OBS
 DJ5162  ______________________________________________________________________
 DJ5162  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5162  GEOID HEIGHT    -        -34.395 (meters)                     GEOID03
 DJ5162  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 DJ5162  NAD 83(2011) X  -    568,250.049 (meters)                     COMP
 DJ5162  NAD 83(2011) Y  - -4,683,691.697 (meters)                     COMP
 DJ5162  NAD 83(2011) Z  -  4,277,785.948 (meters)                     COMP
 DJ5162  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DJ5162
 DJ5162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5162  Standards:
 DJ5162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5162  -------------------------------------------------------------------
 DJ5162  NETWORK    0.25   0.37           0.11   0.09   0.19     -0.03142576
 DJ5162  -------------------------------------------------------------------
 DJ5162  Click here for local accuracies and other accuracy information.
 DJ5162
 DJ5162.The horizontal coordinates were established by GPS observations
 DJ5162.and adjusted by the National Geodetic Survey in June 2012.
 DJ5162
 DJ5162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5162.been affixed to the stable North American tectonic plate. See 
 DJ5162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5162
 DJ5162.The horizontal coordinates are valid at the epoch date displayed above
 DJ5162.which is a decimal equivalence of Year/Month/Day.
 DJ5162
 DJ5162.The orthometric height was determined by GPS observations and a
 DJ5162.high-resolution geoid model using precise GPS observation and
 DJ5162.processing techniques.
 DJ5162
 DJ5162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5162.GEOID18 height accuracy estimate available here.
 DJ5162
 DJ5162.Click photographs - Photos may exist for this station.
 DJ5162
 DJ5162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5162
 DJ5162.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5162
 DJ5162.The ellipsoidal height was determined by GPS observations
 DJ5162.and is referenced to NAD 83.
 DJ5162
 DJ5162. The following values were computed from the NAD 83(2011) position.
 DJ5162
 DJ5162;                    North         East     Units Scale Factor Converg.
 DJ5162;SPC MI S     -    99,640.046 4,105,741.873   MT  0.99994400   +0 52 26.4
 DJ5162;SPC MI S     -   326,903.04 13,470,281.74   iFT  0.99994400   +0 52 26.4
 DJ5162;UTM  17      - 4,695,153.671   328,594.738   MT  0.99996149   -1 24 15.2
 DJ5162
 DJ5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5162!SPC MI S     -   0.99997513  x   0.99994400  =   0.99991913
 DJ5162!UTM  17      -   0.99997513  x   0.99996149  =   0.99993662
 DJ5162
 DJ5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2859495153(NAD 83)
 DJ5162
 DJ5162                          SUPERSEDED SURVEY CONTROL
 DJ5162
 DJ5162  NAD 83(2007)-  42 23 23.16724(N)    083 04 56.58745(W) AD(2002.00) 1
 DJ5162  ELLIP H (06/10/07)  158.603  (m)                       GP(2002.00) 4 1
 DJ5162
 DJ5162.Superseded values are not recommended for survey control.
 DJ5162
 DJ5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5162.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5162
 DJ5162_MARKER: DD = SURVEY DISK
 DJ5162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5162_STAMPING: 82663 2006
 DJ5162_MARK LOGO: MIDT
 DJ5162_PROJECTION: FLUSH
 DJ5162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5162+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 DJ5162
 DJ5162  HISTORY     - Date     Condition        Report By
 DJ5162  HISTORY     - 20060530 MONUMENTED       MIDT
 DJ5162  HISTORY     - 20111027 GOOD             INDIV
 DJ5162  HISTORY     - 20130524 GOOD             INDIV
 DJ5162  HISTORY     - 20141222 GOOD             INDIV
 DJ5162  HISTORY     - 20151121 GOOD             INDIV
 DJ5162  HISTORY     - 20200716 GOOD             MCA
 DJ5162
 DJ5162                          STATION DESCRIPTION
 DJ5162
 DJ5162'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5162'THE STATION IS LOCATED 1.2 MILES (1.93 KILOMETERS) SOUTHEAST OF
 DJ5162'HIGHLAND PARK, 1.7 MILES (2.74 KILOMETERS) WEST OF HAMTRAMCK, AND 5.1
 DJ5162'MI (8.2 KM) (8.21 KILOMETERS) SOUTH-SOUTHEAST OF HAZEL PARK, IN THE
 DJ5162'SOUTHEAST QUADRANT OF THE INTERSECTION OF JOHN R STREET WITH BELMONT
 DJ5162'STREET.
 DJ5162'
 DJ5162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-1 (WOODWARD
 DJ5162'AVENUE) WITH WEST CHICAGO BOULEVARD, GO NORTHEAST ON CHICAGO BOULEVARD
 DJ5162'FOR 0.2 MILES (0.32 KILOMETERS) TO JOHN R STREET, GO NORTHWEST ON JOHN
 DJ5162'R STREET 0.2 MILES (0.32 KILOMETERS) TO THE STATION ON THE RIGHT.
 DJ5162'
 DJ5162'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5162'DISK STAMPED 82663 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5162'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 19.1 METERS (62.5
 DJ5162'FEET) NORTHEAST OF JOHN R STREET, 12.6 METERS (41.3 FEET)
 DJ5162'NORTH-NORTHEAST OF THE TOP OF A FIRE HYDRANT, 9.0 METERS (29.5 FEET)
 DJ5162'EAST-NORTHEAST OF THE CENTER OF A MANHOLE, 2.2 METERS (7.2 FEET)
 DJ5162'SOUTHEAST OF THE BACK OF A CURB, 0.6 METERS (2.0 FEET) NORTHWEST OF
 DJ5162'THE EDGE OF A WALK, AND 1.0 METER (3.25 FEET) NORTH OF A CARSONITE
 DJ5162'WITNESS POST.
 DJ5162
 DJ5162                          STATION RECOVERY (2011)
 DJ5162
 DJ5162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ALG)
 DJ5162'RECOVERED IN GOOD CONDITION.
 DJ5162
 DJ5162                          STATION RECOVERY (2013)
 DJ5162
 DJ5162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DJ5162'RECOVERED IN GOOD CONDITION.
 DJ5162
 DJ5162                          STATION RECOVERY (2014)
 DJ5162
 DJ5162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (ALG)
 DJ5162'RECOVERED IN GOOD CONDITION.
 DJ5162
 DJ5162                          STATION RECOVERY (2015)
 DJ5162
 DJ5162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DJ5162'RECOVERED AS DESCRIBED
 DJ5162
 DJ5162                          STATION RECOVERY (2020)
 DJ5162
 DJ5162'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CM)
 DJ5162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6318 ***********************************************************************
 DI6318  DESIGNATION -  82664
 DI6318  PID         -  DI6318
 DI6318  STATE/COUNTY-  MI/WAYNE
 DI6318  COUNTRY     -  US
 DI6318  USGS QUAD   -  BELLE ISLE (2017)
 DI6318
 DI6318                         *CURRENT SURVEY CONTROL
 DI6318  ______________________________________________________________________
 DI6318* NAD 83(2011) POSITION- 42 22 08.08247(N) 082 56 40.97073(W)   ADJUSTED
 DI6318* NAD 83(2011) ELLIP HT-   140.349 (meters)        (06/27/12)   ADJUSTED
 DI6318* NAD 83(2011) EPOCH   -  2010.00
 DI6318* NAVD 88 ORTHO HEIGHT -   174.935 (meters)      573.93  (feet) ADJUSTED
 DI6318  ______________________________________________________________________
 DI6318  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 DI6318  NAD 83(2011) X  -    579,692.596 (meters)                     COMP
 DI6318  NAD 83(2011) Y  - -4,683,849.218 (meters)                     COMP
 DI6318  NAD 83(2011) Z  -  4,276,062.200 (meters)                     COMP
 DI6318  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DI6318  DYNAMIC HEIGHT  -        174.884 (meters)      573.77  (feet) COMP
 DI6318  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 DI6318
 DI6318  VERT ORDER      -  SECOND    CLASS I
 DI6318
 DI6318  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6318  Standards:
 DI6318         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6318            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6318  -------------------------------------------------------------------
 DI6318  NETWORK    0.26   0.41           0.11   0.10   0.21      0.00457694
 DI6318  -------------------------------------------------------------------
 DI6318  Click here for local accuracies and other accuracy information.
 DI6318
 DI6318.The horizontal coordinates were established by GPS observations
 DI6318.and adjusted by the National Geodetic Survey in June 2012.
 DI6318
 DI6318.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6318.been affixed to the stable North American tectonic plate. See 
 DI6318.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6318
 DI6318.The horizontal coordinates are valid at the epoch date displayed above
 DI6318.which is a decimal equivalence of Year/Month/Day.
 DI6318
 DI6318.The orthometric height was determined by differential leveling and
 DI6318.adjusted by the NATIONAL GEODETIC SURVEY
 DI6318.in July 2007.
 DI6318
 DI6318.No vertical observational check was made to the station.
 DI6318
 DI6318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6318.GEOID18 height accuracy estimate available here.
 DI6318
 DI6318.Click photographs - Photos may exist for this station.
 DI6318
 DI6318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6318
 DI6318.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6318
 DI6318.The ellipsoidal height was determined by GPS observations
 DI6318.and is referenced to NAD 83.
 DI6318
 DI6318.The dynamic height is computed by dividing the NAVD 88
 DI6318.geopotential number by the normal gravity value computed on the
 DI6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6318.degrees latitude (g = 980.6199 gals.).
 DI6318
 DI6318.The modeled gravity was interpolated from observed gravity values.
 DI6318
 DI6318. The following values were computed from the NAD 83(2011) position.
 DI6318
 DI6318;                    North         East     Units Scale Factor Converg.
 DI6318;SPC MI S     -    97,505.884 4,117,115.185   MT  0.99994719   +0 58 03.6
 DI6318;SPC MI S     -   319,901.19 13,507,595.75   iFT  0.99994719   +0 58 03.6
 DI6318;UTM  17      - 4,692,569.077   339,874.134   MT  0.99991548   -1 18 39.0
 DI6318
 DI6318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6318!SPC MI S     -   0.99997799  x   0.99994719  =   0.99992518
 DI6318!UTM  17      -   0.99997799  x   0.99991548  =   0.99989347
 DI6318
 DI6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3987492569(NAD 83)
 DI6318
 DI6318                          SUPERSEDED SURVEY CONTROL
 DI6318
 DI6318  NAD 83(2007)-  42 22 08.08257(N)    082 56 40.97135(W) AD(2002.00) 1
 DI6318  ELLIP H (06/10/07)  140.361  (m)                       GP(2002.00) 4 1
 DI6318  NAVD 88             174.94   (m)          573.9    (f) LEVELING    3  
 DI6318
 DI6318.Superseded values are not recommended for survey control.
 DI6318
 DI6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6318.See file dsdata.pdf to determine how the superseded data were derived.
 DI6318
 DI6318_MARKER: DD = SURVEY DISK
 DI6318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6318_STAMPING: 82664 2006
 DI6318_MARK LOGO: MIDT
 DI6318_PROJECTION: FLUSH
 DI6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6318+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2015
 DI6318
 DI6318  HISTORY     - Date     Condition        Report By
 DI6318  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6318  HISTORY     - 20111223 GOOD             INDIV
 DI6318  HISTORY     - 20130304 GOOD             INDIV
 DI6318  HISTORY     - 20150124 GOOD             INDIV
 DI6318  HISTORY     - 20151117 GOOD             INDIV
 DI6318
 DI6318                          STATION DESCRIPTION
 DI6318
 DI6318'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6318'THE STATION IS LOCATED 2.1 MILES (3.38 KILOMETERS) SOUTHWEST OF GROSSE
 DI6318'POINTE, 4.6 MILES (7.4 KILOMETERS) SOUTH-SOUTHWEST OF HARPER WOODS,
 DI6318'AND 4.5 MILES (7.24 KILOMETERS) NORTHEAST OF DOWNTOWN DETROIT, LOCATED
 DI6318'ON THE EXTENDED CENTERLINE OF NEWPORT STREET AT FREUD STREET.
 DI6318'
 DI6318'TO REACH THE STATION FROM THE JUNCTION OF EAST JEFFERSON AVENUE WITH
 DI6318'CONNER STREET, GO EAST ON EAST JEFFERSON STREET FOR 0.6 MILES (0.97
 DI6318'KILOMETERS) TO NEWPORT STREET, GO SOUTHEAST ON NEWPORT STREET FOR 0.2
 DI6318'MILES (0.32 KILOMETERS) TO FREUD STREET.  STATION LOCATED SOUTH OF
 DI6318'FRUED STREET ON THE EXTENDED CENTERLINE OF NEWPORT STREET.
 DI6318'
 DI6318'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6318'DISK STAMPED 82664 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6318'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 29.4 METERS (96.4
 DI6318'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF JORDAN MISSIONARY CHURCH
 DI6318'ADDRESS--703--, 15.9 METERS (52.2 FEET) SOUTH-SOUTHWEST OF A POWER
 DI6318'POLE, 3.1 METERS (10.2 FEET) WEST OF THE TOP OF A FIRE HYDRANT, 2.6
 DI6318'METERS  (8.5 FEET) SOUTHEAST OF THE BACK OF A CURB OF FREUD STREET,
 DI6318'AND 11 INCHES (28 CENTIMETERS) WEST OF A CARSONITE WITNESS POST.
 DI6318
 DI6318                          STATION RECOVERY (2011)
 DI6318
 DI6318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ALG)
 DI6318'RECOVERED IN GOOD CONDITION.
 DI6318
 DI6318                          STATION RECOVERY (2013)
 DI6318
 DI6318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DI6318'RECOVERED IN GOOD CONDITION.
 DI6318
 DI6318                          STATION RECOVERY (2015)
 DI6318
 DI6318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DI6318'RECOVERED IN GOOD CONDITION.
 DI6318
 DI6318                          STATION RECOVERY (2015)
 DI6318
 DI6318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DI6318'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6319 ***********************************************************************
 DI6319  DESIGNATION -  82665
 DI6319  PID         -  DI6319
 DI6319  STATE/COUNTY-  MI/WAYNE
 DI6319  COUNTRY     -  US
 DI6319  USGS QUAD   -  INKSTER (2017)
 DI6319
 DI6319                         *CURRENT SURVEY CONTROL
 DI6319  ______________________________________________________________________
 DI6319* NAD 83(1986) POSITION- 42 15 13.00   (N) 083 19 42.98   (W)   HD_HELD1
 DI6319* NAVD 88 ORTHO HEIGHT -   192.534 (meters)      631.67  (feet) ADJUSTED
 DI6319  ______________________________________________________________________
 DI6319  GEOID HEIGHT    -        -34.425 (meters)                     GEOID18
 DI6319  DYNAMIC HEIGHT  -        192.475 (meters)      631.48  (feet) COMP
 DI6319  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 DI6319
 DI6319  VERT ORDER      -  SECOND    CLASS I
 DI6319
 DI6319.The horizontal coordinates were determined by differentially corrected
 DI6319.hand held GPS observations or other comparable positioning techniques
 DI6319.and have an estimated accuracy of +/- 3 meters.
 DI6319
 DI6319.The orthometric height was determined by differential leveling and
 DI6319.adjusted by the NATIONAL GEODETIC SURVEY
 DI6319.in July 2007.
 DI6319
 DI6319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6319.GEOID18 height accuracy estimate available here.
 DI6319
 DI6319.Click photographs - Photos may exist for this station.
 DI6319
 DI6319.The dynamic height is computed by dividing the NAVD 88
 DI6319.geopotential number by the normal gravity value computed on the
 DI6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6319.degrees latitude (g = 980.6199 gals.).
 DI6319
 DI6319.The modeled gravity was interpolated from observed gravity values.
 DI6319
 DI6319;                    North         East    Units  Estimated Accuracy
 DI6319;SPC MI S     -    84,238.0   4,085,656.8     MT  (+/- 3 meters HH1 GPS) 
 DI6319
 DI6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0791280560(NAD 83)
 DI6319
 DI6319                          SUPERSEDED SURVEY CONTROL
 DI6319
 DI6319.No superseded survey control is available for this station.
 DI6319
 DI6319_MARKER: DD = SURVEY DISK
 DI6319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6319_STAMPING: 82665 2006
 DI6319_MARK LOGO: MIDT
 DI6319_PROJECTION: FLUSH
 DI6319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6319+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 DI6319
 DI6319  HISTORY     - Date     Condition        Report By
 DI6319  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6319
 DI6319                          STATION DESCRIPTION
 DI6319
 DI6319'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6319'THE STATION IS LOCATED 3.2 MILES (5.15 KILOMETERS) NORTHWEST OF
 DI6319'TAYLOR, 3.4 MILES (5.47 KILOMETERS) SOUTHEAST OF WAYNE, AND 4.1 MILES
 DI6319'(6.6 KILOMETERS) NORTHEAST OF ROMULUS, IN THE NORTHWEST QUADRANT OF
 DI6319'THE INTERSECTION OF MIDDLEBELT ROAD WITH ECORSE ROAD.
 DI6319'
 DI6319'TO REACH THE STATION FROM THE JUNCTION OF ECORSE ROAD WITH MIDDLEBELT
 DI6319'ROAD, GO NORTH ON MIDDLEBELT ROAD FOR 15.2 METERS (50.0 FEET) TO THE
 DI6319'STATION ON THE LEFT.
 DI6319'
 DI6319'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6319'DISK STAMPED 82665 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6319'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 39.6 METERS
 DI6319'(130.0 FEET) SOUTH OF THE CENTERLINE OF ECROSE ROAD, 15.0 METERS (49.3
 DI6319'FEET) SOUTH-SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 21.9 METERS (72.0
 DI6319'FEET) NORTH-NORTHEAST OF A POWER POLE, 3.4 METERS (11.3 FEET) EAST OF
 DI6319'THE EAST EDGE OF A WALK, 3.4 METERS (11.2 FEET) WEST OF THE BACK OF A
 DI6319'CURB OF MIDDLEBELT ROAD, 0.99 METERS (3.2 FEET) WEST OF A CARSONITE
 DI6319'WITNESS POST, AND IN FRONT OF TIM HORTONS ADDRESS 7070 MIDDLEBELT
 DI6319'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6320 ***********************************************************************
 DI6320  DESIGNATION -  82666
 DI6320  PID         -  DI6320
 DI6320  STATE/COUNTY-  MI/WAYNE
 DI6320  COUNTRY     -  US
 DI6320  USGS QUAD   -  INKSTER (2017)
 DI6320
 DI6320                         *CURRENT SURVEY CONTROL
 DI6320  ______________________________________________________________________
 DI6320* NAD 83(2011) POSITION- 42 15 47.74212(N) 083 16 14.58487(W)   ADJUSTED
 DI6320* NAD 83(2011) ELLIP HT-   151.055 (meters)        (06/27/12)   ADJUSTED
 DI6320* NAD 83(2011) EPOCH   -  2010.00
 DI6320* NAVD 88 ORTHO HEIGHT -   185.502 (meters)      608.60  (feet) ADJUSTED
 DI6320  ______________________________________________________________________
 DI6320  GEOID HEIGHT    -        -34.459 (meters)                     GEOID18
 DI6320  NAD 83(2011) X  -    553,959.724 (meters)                     COMP
 DI6320  NAD 83(2011) Y  - -4,694,925.963 (meters)                     COMP
 DI6320  NAD 83(2011) Z  -  4,267,391.449 (meters)                     COMP
 DI6320  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DI6320  DYNAMIC HEIGHT  -        185.445 (meters)      608.41  (feet) COMP
 DI6320  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 DI6320
 DI6320  VERT ORDER      -  SECOND    CLASS I
 DI6320
 DI6320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI6320  Standards:
 DI6320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI6320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI6320  -------------------------------------------------------------------
 DI6320  NETWORK    0.22   0.35           0.10   0.08   0.18     -0.08739582
 DI6320  -------------------------------------------------------------------
 DI6320  Click here for local accuracies and other accuracy information.
 DI6320
 DI6320.The horizontal coordinates were established by GPS observations
 DI6320.and adjusted by the National Geodetic Survey in June 2012.
 DI6320
 DI6320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI6320.been affixed to the stable North American tectonic plate. See 
 DI6320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI6320
 DI6320.The horizontal coordinates are valid at the epoch date displayed above
 DI6320.which is a decimal equivalence of Year/Month/Day.
 DI6320
 DI6320.The orthometric height was determined by differential leveling and
 DI6320.adjusted by the NATIONAL GEODETIC SURVEY
 DI6320.in July 2007.
 DI6320
 DI6320.No vertical observational check was made to the station.
 DI6320
 DI6320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6320.GEOID18 height accuracy estimate available here.
 DI6320
 DI6320.Click photographs - Photos may exist for this station.
 DI6320
 DI6320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6320
 DI6320.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI6320
 DI6320.The ellipsoidal height was determined by GPS observations
 DI6320.and is referenced to NAD 83.
 DI6320
 DI6320.The dynamic height is computed by dividing the NAVD 88
 DI6320.geopotential number by the normal gravity value computed on the
 DI6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6320.degrees latitude (g = 980.6199 gals.).
 DI6320
 DI6320.The modeled gravity was interpolated from observed gravity values.
 DI6320
 DI6320. The following values were computed from the NAD 83(2011) position.
 DI6320
 DI6320;                    North         East     Units Scale Factor Converg.
 DI6320;SPC MI S     -    85,370.341 4,090,419.268   MT  0.99996534   +0 44 45.0
 DI6320;SPC MI S     -   280,086.42 13,420,010.72   iFT  0.99996534   +0 44 45.0
 DI6320;UTM  17      - 4,681,503.126   312,716.894   MT  1.00003158   -1 31 39.3
 DI6320
 DI6320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6320!SPC MI S     -   0.99997631  x   0.99996534  =   0.99994165
 DI6320!UTM  17      -   0.99997631  x   1.00003158  =   1.00000789
 DI6320
 DI6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1271681503(NAD 83)
 DI6320
 DI6320                          SUPERSEDED SURVEY CONTROL
 DI6320
 DI6320  NAD 83(2007)-  42 15 47.74227(N)    083 16 14.58560(W) AD(2002.00) 1
 DI6320  ELLIP H (06/10/07)  151.066  (m)                       GP(2002.00) 4 1
 DI6320  NAVD 88             185.50   (m)          608.6    (f) LEVELING    3  
 DI6320
 DI6320.Superseded values are not recommended for survey control.
 DI6320
 DI6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6320.See file dsdata.pdf to determine how the superseded data were derived.
 DI6320
 DI6320_MARKER: DD = SURVEY DISK
 DI6320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6320_STAMPING: 82666 2006
 DI6320_MARK LOGO: MIDT
 DI6320_PROJECTION: FLUSH
 DI6320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6320+STABILITY: SURFACE MOTION
 DI6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6320+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 DI6320
 DI6320  HISTORY     - Date     Condition        Report By
 DI6320  HISTORY     - 20060520 MONUMENTED       MIDT
 DI6320  HISTORY     - 20080520 GOOD             ADVGEO
 DI6320  HISTORY     - 20120523 GOOD             INDIV
 DI6320  HISTORY     - 20130524 GOOD             INDIV
 DI6320  HISTORY     - 20141230 GOOD             INDIV
 DI6320  HISTORY     - 20151123 GOOD             INDIV
 DI6320  HISTORY     - 20180117 GOOD             INDIV
 DI6320  HISTORY     - 20200730 GOOD             MIDT
 DI6320  HISTORY     - 20250616 GOOD             MIDT
 DI6320
 DI6320                          STATION DESCRIPTION
 DI6320
 DI6320'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6320'THE STATION IS LOCATED 1.4 MILES (2.25 KILOMETERS) NORTH OF TAYLOR,
 DI6320'3.1 MILES (4.99 KILOMETERS) WEST OF ALLEN PARK, AND 3.0 MILES (4.83
 DI6320'KILOMETERS) NORTHWEST OF INKSTER, LOCATED WEST OF STATE HIGHWAY M-24
 DI6320'AND BETWEEN WESTBOUND INTERSTATE HIGHWAY-94 AND WESTBOUND INTERSTATE
 DI6320'HIGHWAY-94 OFF RAMP.
 DI6320'
 DI6320'TO REACH THE STATION FROM THE JUNCTION OF WESTBOUND INTERSTATE
 DI6320'HIGHWAY-94 OFF RAMP WITH STATE HIGHWAY M-24, GO SOUTH ON STATE HIGHWAY
 DI6320'M-24 FOR 67.1 METERS (220.1 FEET) TO THE STATION ON THE RIGHT.
 DI6320'
 DI6320'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6320'DISK STAMPED 82666 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6320'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 167.6 METERS
 DI6320'(550.0 FEET) SOUTH OF INTERSTATE HIGHWAY-94, 29.9 METERS (98.0 FEET)
 DI6320'NORTH OF THE CENTERLINE OF OLD 94 SERVICE DRIVE, 11.9 METERS (39.0
 DI6320'FEET) SOUTHEAST OF THE CENTER OF A MANHOLE, 1.9 METERS (6.2 FEET) WEST
 DI6320'OF THE BACK OF A CURB, 1.8 METERS (5.9 FEET) EAST OF THE EDGE OF A
 DI6320'WALK, AND 0.99 METERS (3.2 FEET) EAST OF A CARSONITE WITNESS POST.
 DI6320
 DI6320                          STATION RECOVERY (2008)
 DI6320
 DI6320'RECOVERY NOTE BY ADVANCED GEOMATICS 2008 (WFS)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2012)
 DI6320
 DI6320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2013)
 DI6320
 DI6320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (ALG)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2014)
 DI6320
 DI6320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (ALG)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2015)
 DI6320
 DI6320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (ALG)
 DI6320'RECOVERED AS DESCRIBED
 DI6320
 DI6320                          STATION RECOVERY (2018)
 DI6320
 DI6320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JIS)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2020)
 DI6320
 DI6320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 DI6320'RECOVERED IN GOOD CONDITION.
 DI6320
 DI6320                          STATION RECOVERY (2025)
 DI6320
 DI6320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5163 ***********************************************************************
 DJ5163  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5163  DESIGNATION -  82667
 DJ5163  PID         -  DJ5163
 DJ5163  STATE/COUNTY-  MI/WAYNE
 DJ5163  COUNTRY     -  US
 DJ5163  USGS QUAD   -  WAYNE (2017)
 DJ5163
 DJ5163                         *CURRENT SURVEY CONTROL
 DJ5163  ______________________________________________________________________
 DJ5163* NAD 83(2011) POSITION- 42 15 59.26529(N) 083 23 59.38114(W)   ADJUSTED
 DJ5163* NAD 83(2011) ELLIP HT-   168.037 (meters)        (06/27/12)   ADJUSTED
 DJ5163* NAD 83(2011) EPOCH   -  2010.00
 DJ5163* NAVD 88 ORTHO HEIGHT -   202.35  (meters)      663.9   (feet) GPS OBS
 DJ5163  ______________________________________________________________________
 DJ5163  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5163  GEOID HEIGHT    -        -34.266 (meters)                     GEOID03
 DJ5163  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 DJ5163  NAD 83(2011) X  -    543,352.758 (meters)                     COMP
 DJ5163  NAD 83(2011) Y  - -4,695,937.269 (meters)                     COMP
 DJ5163  NAD 83(2011) Z  -  4,267,665.999 (meters)                     COMP
 DJ5163  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DJ5163
 DJ5163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5163  Standards:
 DJ5163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5163  -------------------------------------------------------------------
 DJ5163  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.04945132
 DJ5163  -------------------------------------------------------------------
 DJ5163  Click here for local accuracies and other accuracy information.
 DJ5163
 DJ5163.The horizontal coordinates were established by GPS observations
 DJ5163.and adjusted by the National Geodetic Survey in June 2012.
 DJ5163
 DJ5163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5163.been affixed to the stable North American tectonic plate. See 
 DJ5163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5163
 DJ5163.The horizontal coordinates are valid at the epoch date displayed above
 DJ5163.which is a decimal equivalence of Year/Month/Day.
 DJ5163
 DJ5163.The orthometric height was determined by GPS observations and a
 DJ5163.high-resolution geoid model using precise GPS observation and
 DJ5163.processing techniques.
 DJ5163
 DJ5163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5163.GEOID18 height accuracy estimate available here.
 DJ5163
 DJ5163.Click photographs - Photos may exist for this station.
 DJ5163
 DJ5163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5163
 DJ5163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5163
 DJ5163.The ellipsoidal height was determined by GPS observations
 DJ5163.and is referenced to NAD 83.
 DJ5163
 DJ5163. The following values were computed from the NAD 83(2011) position.
 DJ5163
 DJ5163;                    North         East     Units Scale Factor Converg.
 DJ5163;SPC MI S     -    85,595.363 4,079,763.691   MT  0.99996474   +0 39 28.7
 DJ5163;SPC MI S     -   280,824.68 13,385,051.48   iFT  0.99996474   +0 39 28.7
 DJ5163;UTM  17      - 4,682,150.637   302,077.651   MT  1.00008202   -1 36 52.6
 DJ5163
 DJ5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5163!SPC MI S     -   0.99997365  x   0.99996474  =   0.99993839
 DJ5163!UTM  17      -   0.99997365  x   1.00008202  =   1.00005566
 DJ5163
 DJ5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0207782150(NAD 83)
 DJ5163
 DJ5163                          SUPERSEDED SURVEY CONTROL
 DJ5163
 DJ5163  NAD 83(2007)-  42 15 59.26549(N)    083 23 59.38190(W) AD(2002.00) 1
 DJ5163  ELLIP H (06/10/07)  168.045  (m)                       GP(2002.00) 4 1
 DJ5163
 DJ5163.Superseded values are not recommended for survey control.
 DJ5163
 DJ5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5163.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5163
 DJ5163_MARKER: DD = SURVEY DISK
 DJ5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5163_STAMPING: 82667 2006
 DJ5163_MARK LOGO: MIDT
 DJ5163_PROJECTION: FLUSH
 DJ5163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5163+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DJ5163
 DJ5163  HISTORY     - Date     Condition        Report By
 DJ5163  HISTORY     - 20060524 MONUMENTED       MIDT
 DJ5163
 DJ5163                          STATION DESCRIPTION
 DJ5163
 DJ5163'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DJ5163'THE STATION IS LOCATED 1.4 MILES (2.3 KILOMETERS) SOUTHWEST OF WAYNE,
 DJ5163'3.1 MILES (5.0 KILOMETERS) NORTH OF ROMULUS, AND 6.9 MILES (11.1
 DJ5163'KILOMETERS) WEST-NORTHWEST OF TAYLOR, LOCATED NORTH OF VAN BORN ROAD
 DJ5163'AND BETWEEN TREADWELL STREET AND EXTENDED MOORE STREET.
 DJ5163'
 DJ5163'TO REACH THE STATION FROM THE JUNCTION OF VAN BORN ROAD WITH WAYNE
 DJ5163'ROAD, GO WEST ON VAN BORN ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO THE
 DJ5163'STATION ON THE RIGHT.
 DJ5163'
 DJ5163'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DJ5163'DISK STAMPED 82667 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DJ5163'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 128.0 METERS
 DJ5163'(420.0 FEET) EAST OF THE CENTERLINE OF TREADWELL STREET, 16.3 METERS
 DJ5163'(53.5 FEET) WEST OF THE EASTERLY MOST CENTER OF THE DRIVE INTO THE
 DJ5163'REPUBLIC WASTE SERVICES ADDRESS--36850--, 9.9 METERS (32.6 FEET) NORTH
 DJ5163'OF THE CENTERLINE OF VAN BORN ROAD, 7.9 METERS (26.0 FEET) EAST OF THE
 DJ5163'TOP OF A FIRE HYDRANT, AND 0.99 METERS (3.2 FEET) NORTH OF A CARSONITE
 DJ5163'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6321 ***********************************************************************
 DI6321  DESIGNATION -  82668
 DI6321  PID         -  DI6321
 DI6321  STATE/COUNTY-  MI/WAYNE
 DI6321  COUNTRY     -  US
 DI6321  USGS QUAD   -  FLAT ROCK NE (2017)
 DI6321
 DI6321                         *CURRENT SURVEY CONTROL
 DI6321  ______________________________________________________________________
 DI6321* NAD 83(1986) POSITION- 42 14 20.63   (N) 083 19 41.40   (W)   HD_HELD1
 DI6321* NAVD 88 ORTHO HEIGHT -   191.852 (meters)      629.43  (feet) ADJUSTED
 DI6321  ______________________________________________________________________
 DI6321  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 DI6321  DYNAMIC HEIGHT  -        191.793 (meters)      629.24  (feet) COMP
 DI6321  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 DI6321
 DI6321  VERT ORDER      -  SECOND    CLASS I
 DI6321
 DI6321.The horizontal coordinates were determined by differentially corrected
 DI6321.hand held GPS observations or other comparable positioning techniques
 DI6321.and have an estimated accuracy of +/- 3 meters.
 DI6321
 DI6321.The orthometric height was determined by differential leveling and
 DI6321.adjusted by the NATIONAL GEODETIC SURVEY
 DI6321.in July 2007.
 DI6321
 DI6321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6321.GEOID18 height accuracy estimate available here.
 DI6321
 DI6321.Click photographs - Photos may exist for this station.
 DI6321
 DI6321.The dynamic height is computed by dividing the NAVD 88
 DI6321.geopotential number by the normal gravity value computed on the
 DI6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6321.degrees latitude (g = 980.6199 gals.).
 DI6321
 DI6321.The modeled gravity was interpolated from observed gravity values.
 DI6321
 DI6321;                    North         East    Units  Estimated Accuracy
 DI6321;SPC MI S     -    82,622.7   4,085,713.0     MT  (+/- 3 meters HH1 GPS) 
 DI6321
 DI6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0790478944(NAD 83)
 DI6321
 DI6321                          SUPERSEDED SURVEY CONTROL
 DI6321
 DI6321.No superseded survey control is available for this station.
 DI6321
 DI6321_MARKER: DD = SURVEY DISK
 DI6321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6321_STAMPING: 82668 2006
 DI6321_MARK LOGO: MIDT
 DI6321_PROJECTION: FLUSH
 DI6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6321+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2018
 DI6321
 DI6321  HISTORY     - Date     Condition        Report By
 DI6321  HISTORY     - 20060524 MONUMENTED       MIDT
 DI6321  HISTORY     - 20120208 GOOD             SPALD
 DI6321  HISTORY     - 20180524 GOOD             MIDT
 DI6321
 DI6321                          STATION DESCRIPTION
 DI6321
 DI6321'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6321'THE STATION IS LOCATED 3.7 MILES (5.95 KILOMETERS) NORTHEAST OF
 DI6321'ROMULUS, 3.0 MILES (4.83 KILOMETERS) WEST OF TAYLOR, AND 4.1 MILES
 DI6321'(6.6 KILOMETERS) SOUTHEAST OF WAYNE, IN THE NORTHWEST QUADRANT OF THE
 DI6321'INTERSECTION OF MIDDLEBELT ROAD WITH GODDARD ROAD.
 DI6321'
 DI6321'TO REACH THE STATION FROM THE JUNCTION OF MIDDLEBELT ROAD WITH
 DI6321'INTERSTATE HIGHWAY-94, GO SOUTH ON MIDDLEBELT ROAD FOR 0.2 MILES (0.32
 DI6321'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6321'
 DI6321'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6321'DISK STAMPED 82668 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6321'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 152.4 METERS
 DI6321'(500.0 FEET) EAST OF THE DRIVE FOR A COUNTY BUILDING ADDRESS--29500--,
 DI6321'13.4 METERS (44.0 FEET) SOUTHWEST OF A POWER POLE, 10.5 METERS (34.5
 DI6321'FEET) SOUTH-SOUTHWEST OF THE CONCRETE BASE OF A UTILITY POLE, 7.6
 DI6321'METERS (25.0 FEET) NORTH OF THE BACK OF A CURB, 1.2 METERS (4.0 FEET)
 DI6321'SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE HEADWALL, AND 0.99
 DI6321'METERS (3.2 FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6321
 DI6321                          STATION RECOVERY (2012)
 DI6321
 DI6321'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2012 (JMI)
 DI6321'RECOVERED IN GOOD CONDITION.
 DI6321
 DI6321                          STATION RECOVERY (2018)
 DI6321
 DI6321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 DI6321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6322 ***********************************************************************
 DI6322  DESIGNATION -  82670
 DI6322  PID         -  DI6322
 DI6322  STATE/COUNTY-  MI/WAYNE
 DI6322  COUNTRY     -  US
 DI6322  USGS QUAD   -  FLAT ROCK (2017)
 DI6322
 DI6322                         *CURRENT SURVEY CONTROL
 DI6322  ______________________________________________________________________
 DI6322* NAD 83(1986) POSITION- 42 05 38.     (N) 083 22 25.     (W)   SCALED
 DI6322* NAVD 88 ORTHO HEIGHT -   187.389 (meters)      614.79  (feet) ADJUSTED
 DI6322  ______________________________________________________________________
 DI6322  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 DI6322  DYNAMIC HEIGHT  -        187.326 (meters)      614.59  (feet) COMP
 DI6322  MODELED GRAVITY -    980,284.1   (mgal)                       NAVD 88
 DI6322
 DI6322  VERT ORDER      -  SECOND    CLASS I
 DI6322
 DI6322.The horizontal coordinates were scaled from a map and have
 DI6322.an estimated accuracy of +/- 6 seconds.
 DI6322
 DI6322.The orthometric height was determined by differential leveling and
 DI6322.adjusted by the NATIONAL GEODETIC SURVEY
 DI6322.in July 2007.
 DI6322
 DI6322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6322.GEOID18 height accuracy estimate available here.
 DI6322
 DI6322.Click photographs - Photos may exist for this station.
 DI6322
 DI6322.The dynamic height is computed by dividing the NAVD 88
 DI6322.geopotential number by the normal gravity value computed on the
 DI6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6322.degrees latitude (g = 980.6199 gals.).
 DI6322
 DI6322.The modeled gravity was interpolated from observed gravity values.
 DI6322
 DI6322;                    North         East    Units  Estimated Accuracy
 DI6322;SPC MI S     -    66,450.    4,082,150.      MT  (+/- 180 meters Scaled)
 DI6322
 DI6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG037629(NAD 83)
 DI6322
 DI6322                          SUPERSEDED SURVEY CONTROL
 DI6322
 DI6322.No superseded survey control is available for this station.
 DI6322
 DI6322_MARKER: DD = SURVEY DISK
 DI6322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6322_STAMPING: 82670 2006
 DI6322_MARK LOGO: MIDT
 DI6322_PROJECTION: FLUSH
 DI6322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6322+STABILITY: SURFACE MOTION
 DI6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6322+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 DI6322
 DI6322  HISTORY     - Date     Condition        Report By
 DI6322  HISTORY     - 20060526 MONUMENTED       MIDT
 DI6322  HISTORY     - 20250616 GOOD             MIDT
 DI6322
 DI6322                          STATION DESCRIPTION
 DI6322
 DI6322'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6322'THE STATION IS LOCATED 2.6 MILES (4.18 KILOMETERS) NORTH-NORTHEAST OF
 DI6322'CARLETON, 5.0 MILES (8.05 KILOMETERS) SOUTH-SOUTHEAST OF NEW BOSTON,
 DI6322'4.2 MILES (6.76 KILOMETERS) WEST OF FLAT ROCK, IN THE NORTHEAST
 DI6322'QUADRANT OF THE INTERSECTION OF WILL CARLETON ROAD WITH NORTHBOUND
 DI6322'INTERSTATE HIGHWAY-275 ON RAMP.
 DI6322'
 DI6322'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-275
 DI6322'NORTHBOUND ON RAMP WITH WILL CARLETON ROAD, GO EAST ON WILL CARLETON
 DI6322'ROAD FOR 97.5 METERS (320.0 FEET) TO THE STATION ON THE LEFT.
 DI6322'
 DI6322'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6322'DISK STAMPED 82670 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6322'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 31.8 METERS
 DI6322'(104.4 FEET) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE--440--,
 DI6322'10.1 METERS (33.1 FEET) NORTH OF THE CENTERLINE OF WILL CARLETON ROAD,
 DI6322'5.2 METERS (17.0 FEET) SOUTHWEST OF A POWER POLE, AND 1.0 METERS (3.25
 DI6322'FEET) NORTH OF A CARSONITE WITNESS POST.
 DI6322
 DI6322                          STATION RECOVERY (2025)
 DI6322
 DI6322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DI6322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6323 ***********************************************************************
 DI6323  DESIGNATION -  82671
 DI6323  PID         -  DI6323
 DI6323  STATE/COUNTY-  MI/WAYNE
 DI6323  COUNTRY     -  US
 DI6323  USGS QUAD   -  INKSTER (2017)
 DI6323
 DI6323                         *CURRENT SURVEY CONTROL
 DI6323  ______________________________________________________________________
 DI6323* NAD 83(1986) POSITION- 42 16 51.     (N) 083 20 19.     (W)   SCALED
 DI6323* NAVD 88 ORTHO HEIGHT -   198.043 (meters)      649.75  (feet) ADJUSTED
 DI6323  ______________________________________________________________________
 DI6323  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 DI6323  DYNAMIC HEIGHT  -        197.983 (meters)      649.55  (feet) COMP
 DI6323  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 DI6323
 DI6323  VERT ORDER      -  SECOND    CLASS I
 DI6323
 DI6323.The horizontal coordinates were scaled from a map and have
 DI6323.an estimated accuracy of +/- 6 seconds.
 DI6323
 DI6323.The orthometric height was determined by differential leveling and
 DI6323.adjusted by the NATIONAL GEODETIC SURVEY
 DI6323.in July 2007.
 DI6323
 DI6323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6323.GEOID18 height accuracy estimate available here.
 DI6323
 DI6323.Click photographs - Photos may exist for this station.
 DI6323
 DI6323.The dynamic height is computed by dividing the NAVD 88
 DI6323.geopotential number by the normal gravity value computed on the
 DI6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6323.degrees latitude (g = 980.6199 gals.).
 DI6323
 DI6323.The modeled gravity was interpolated from observed gravity values.
 DI6323
 DI6323;                    North         East    Units  Estimated Accuracy
 DI6323;SPC MI S     -    87,250.    4,084,790.      MT  (+/- 180 meters Scaled)
 DI6323
 DI6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG071836(NAD 83)
 DI6323
 DI6323                          SUPERSEDED SURVEY CONTROL
 DI6323
 DI6323.No superseded survey control is available for this station.
 DI6323
 DI6323_MARKER: DD = SURVEY DISK
 DI6323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6323_STAMPING: 82671 2006
 DI6323_MARK LOGO: MIDT
 DI6323_PROJECTION: FLUSH
 DI6323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6323+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DI6323
 DI6323  HISTORY     - Date     Condition        Report By
 DI6323  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6323
 DI6323                          STATION DESCRIPTION
 DI6323
 DI6323'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6323'THE STATION IS LOCATED 2.4 MILES (3.86 KILOMETERS) EAST OF WAYNE, 1.7
 DI6323'MILES (2.74 KILOMETERS) SOUTHWEST OF INKSTER, AND 4.4 MILES (7.08
 DI6323'KILOMETERS) NORTHWEST OF TAYLOR, LOCATED WEST OF HENRY RUFF ROAD AND
 DI6323'BETWEEN EXTENDED INDUSTRIAL DRIVE AND EXTENDED ANDOVER AVENUE.
 DI6323'
 DI6323'TO REACH THE STATION FROM THE JUNCTION OF US-12 (MICHIGAN AVENUE) WITH
 DI6323'HENRY RUFF ROAD, GO SOUTH ON HENRY RUFF ROAD FOR 0.4 MILES (0.64
 DI6323'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6323'
 DI6323'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6323'DISK STAMPED 82671 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6323'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 0.26 MILES (0.42
 DI6323'KILOMETERS) SOUTH OF THE CENTERLINE OF INDUSTRIAL DRIVE AND HENRY RUFF
 DI6323'ROAD INTERSECTION, 30.5 METERS (100.0 FEET) WEST-SOUTHWEST OF THE DOOR
 DI6323'OF APARTMENT--3853--, 18.3 METERS (60.0 FEET) WEST OF A UTILITY POLE,
 DI6323'2.9 METERS (9.4 FEET) EAST OF A FENCE, 2.7 METERS (8.8 FEET) WEST OF
 DI6323'THE BACK OF A CURB, AND  1.0 METERS (3.25 FEET) WEST OF A CARSONITE
 DI6323'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6324 ***********************************************************************
 DI6324  DESIGNATION -  82672
 DI6324  PID         -  DI6324
 DI6324  STATE/COUNTY-  MI/WAYNE
 DI6324  COUNTRY     -  US
 DI6324  USGS QUAD   -  INKSTER (2017)
 DI6324
 DI6324                         *CURRENT SURVEY CONTROL
 DI6324  ______________________________________________________________________
 DI6324* NAD 83(1986) POSITION- 42 17 09.     (N) 083 19 44.     (W)   SCALED
 DI6324* NAVD 88 ORTHO HEIGHT -   194.211 (meters)      637.17  (feet) ADJUSTED
 DI6324  ______________________________________________________________________
 DI6324  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 DI6324  DYNAMIC HEIGHT  -        194.153 (meters)      636.98  (feet) COMP
 DI6324  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 DI6324
 DI6324  VERT ORDER      -  SECOND    CLASS I
 DI6324
 DI6324.The horizontal coordinates were scaled from a map and have
 DI6324.an estimated accuracy of +/- 6 seconds.
 DI6324
 DI6324.The orthometric height was determined by differential leveling and
 DI6324.adjusted by the NATIONAL GEODETIC SURVEY
 DI6324.in July 2007.
 DI6324
 DI6324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6324.GEOID18 height accuracy estimate available here.
 DI6324
 DI6324.Click photographs - Photos may exist for this station.
 DI6324
 DI6324.The dynamic height is computed by dividing the NAVD 88
 DI6324.geopotential number by the normal gravity value computed on the
 DI6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6324.degrees latitude (g = 980.6199 gals.).
 DI6324
 DI6324.The modeled gravity was interpolated from observed gravity values.
 DI6324
 DI6324;                    North         East    Units  Estimated Accuracy
 DI6324;SPC MI S     -    87,820.    4,085,590.      MT  (+/- 180 meters Scaled)
 DI6324
 DI6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079841(NAD 83)
 DI6324
 DI6324                          SUPERSEDED SURVEY CONTROL
 DI6324
 DI6324.No superseded survey control is available for this station.
 DI6324
 DI6324_MARKER: DD = SURVEY DISK
 DI6324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6324_STAMPING: 82672 2006
 DI6324_MARK LOGO: MIDT
 DI6324_PROJECTION: FLUSH
 DI6324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6324+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DI6324
 DI6324  HISTORY     - Date     Condition        Report By
 DI6324  HISTORY     - 20060530 MONUMENTED       MIDT
 DI6324
 DI6324                          STATION DESCRIPTION
 DI6324
 DI6324'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6324'THE STATION IS LOCATED 2.9 MILES (4.67 KILOMETERS) EAST-NORTHEAST OF
 DI6324'WAYNE, 1.2 MILES (1.93 KILOMETERS) SOUTHWEST OF INKSTER, AND 2.8 MILES
 DI6324'(4.51 KILOMETERS) SOUTH OF GARDEN CITY, IN THE NORTHEAST QUADRANT OF
 DI6324'THE INTERSECTION OF MIDDLEBELT ROAD WITH BEECH STREET.
 DI6324'
 DI6324'TO REACH THE STATION FROM THE JUNCTION OF US-12 (MICHIGAN AVENUE) WITH
 DI6324'MIDDLEBELT ROAD, GO SOUTH ON MIDDLEBELT ROAD FOR 0.3 MILES (0.48
 DI6324'KILOMETERS) TO THE STATION ON THE LEFT.
 DI6324'
 DI6324'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6324'DISK STAMPED 82672 2006 SET IN A 16 INCH (41 CENTIMETER) DIAMETER
 DI6324'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 65.5 METERS
 DI6324'(215.0 FEET) NORTH OF THE EASTBOUND BEECH STREET, LOCATED ACROSS FROM
 DI6324'INKSTER HIGH SCHOOL IN FRONT OF AN ABANDON BRICK FACE BUILDING, 20.6
 DI6324'METERS (67.7 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF A BUILDING,
 DI6324'11.4 METERS (37.5 FEET) NORTHEAST OF THE TOP OF A FIRE HYDRANT, 7.5
 DI6324'METERS (24.6 FEET) EAST OF THE BACK OF A CURB, 1.9 METERS (6.3 FEET)
 DI6324'SOUTHEAST OF A LIGHT POLE BASE, AND 1.0 METERS (3.25 FEET) WEST OF A
 DI6324'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6325 ***********************************************************************
 DI6325  DESIGNATION -  82673
 DI6325  PID         -  DI6325
 DI6325  STATE/COUNTY-  MI/WAYNE
 DI6325  COUNTRY     -  US
 DI6325  USGS QUAD   -  YPSILANTI EAST (2017)
 DI6325
 DI6325                         *CURRENT SURVEY CONTROL
 DI6325  ______________________________________________________________________
 DI6325* NAD 83(1986) POSITION- 42 14 05.     (N) 083 32 30.     (W)   SCALED
 DI6325* NAVD 88 ORTHO HEIGHT -   219.407 (meters)      719.84  (feet) ADJUSTED
 DI6325  ______________________________________________________________________
 DI6325  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 DI6325  DYNAMIC HEIGHT  -        219.338 (meters)      719.61  (feet) COMP
 DI6325  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 DI6325
 DI6325  VERT ORDER      -  SECOND    CLASS I
 DI6325
 DI6325.The horizontal coordinates were scaled from a map and have
 DI6325.an estimated accuracy of +/- 6 seconds.
 DI6325
 DI6325.The orthometric height was determined by differential leveling and
 DI6325.adjusted by the NATIONAL GEODETIC SURVEY
 DI6325.in July 2007.
 DI6325
 DI6325.No vertical observational check was made to the station.
 DI6325
 DI6325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6325.GEOID18 height accuracy estimate available here.
 DI6325
 DI6325.Click photographs - Photos may exist for this station.
 DI6325
 DI6325.The dynamic height is computed by dividing the NAVD 88
 DI6325.geopotential number by the normal gravity value computed on the
 DI6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6325.degrees latitude (g = 980.6199 gals.).
 DI6325
 DI6325.The modeled gravity was interpolated from observed gravity values.
 DI6325
 DI6325;                    North         East    Units  Estimated Accuracy
 DI6325;SPC MI S     -    81,950.    4,068,100.      MT  (+/- 180 meters Scaled)
 DI6325
 DI6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG902789(NAD 83)
 DI6325
 DI6325                          SUPERSEDED SURVEY CONTROL
 DI6325
 DI6325.No superseded survey control is available for this station.
 DI6325
 DI6325_MARKER: DD = SURVEY DISK
 DI6325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6325_STAMPING: 82673 2006
 DI6325_MARK LOGO: MIDT
 DI6325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6325+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DI6325
 DI6325  HISTORY     - Date     Condition        Report By
 DI6325  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6325
 DI6325                          STATION DESCRIPTION
 DI6325
 DI6325'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6325'THE STATION IS LOCATED 5.4 MILES (8.69 KILOMETERS) NORTH OF WILLIS,
 DI6325'8.8 MILES (14.16 KILOMETERS) NORTHWEST OF NEW BOSTON, AND 3.6 MILES
 DI6325'(5.79 KILOMETERS) NORTHWEST OF BELLEVILLE, LOCATED WITHIN THE WILLOW
 DI6325'RUN AIRPORT.
 DI6325'
 DI6325'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-94 WITH
 DI6325'RAWSONVILLE ROAD, GO NORTH ON RAWSONVILLE ROAD FOR 0.1 MILES (0.16
 DI6325'KILOMETERS) TO WILLIAM AVENUE, GO WEST ON WILLIAM AVENUE FOR 0.3 MILES
 DI6325'(0.48 KILOMETERS) TO MCGREGOR AVENUE, GO NORTH ON MCGREGOR AVENUE FOR
 DI6325'0.8 MILES (1.29 KILOMETERS) TO TYLER ROAD, GO EAST ON TYLER ROAD FOR
 DI6325'0.3 MILES (0.48 KILOMETERS) TO AIRPORT DRIVE, GO NORTH ON AIRPORT
 DI6325'DRIVE FOR 0.2 MILES (0.32 KILOMETERS) TO THE WILLOW RUN AIRPORT
 DI6325'ENTRANCE.
 DI6325'
 DI6325'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6325'DISK STAMPED 82673 2006 SET VERTICALLY IN THE EAST FACE OF THE WILLOW
 DI6325'RUN CORS STATION, 19.8 METERS (65.0 FEET) NORTHWEST OF THE SOUTHWEST
 DI6325'CORNER OF THE FIREHOUSE, AND 13.5 METERS (44.2 FEET) SOUTHWEST OF THE
 DI6325'TOP OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6326 ***********************************************************************
 DI6326  DESIGNATION -  82674
 DI6326  PID         -  DI6326
 DI6326  STATE/COUNTY-  MI/WAYNE
 DI6326  COUNTRY     -  US
 DI6326  USGS QUAD   -  WYANDOTTE (2017)
 DI6326
 DI6326                         *CURRENT SURVEY CONTROL
 DI6326  ______________________________________________________________________
 DI6326* NAD 83(1986) POSITION- 42 10 12.     (N) 083 14 28.     (W)   SCALED
 DI6326* NAVD 88 ORTHO HEIGHT -   185.694 (meters)      609.23  (feet) ADJUSTED
 DI6326  ______________________________________________________________________
 DI6326  GEOID HEIGHT    -        -34.692 (meters)                     GEOID18
 DI6326  DYNAMIC HEIGHT  -        185.635 (meters)      609.04  (feet) COMP
 DI6326  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 DI6326
 DI6326  VERT ORDER      -  SECOND    CLASS I
 DI6326
 DI6326.The horizontal coordinates were scaled from a map and have
 DI6326.an estimated accuracy of +/- 6 seconds.
 DI6326
 DI6326.The orthometric height was determined by differential leveling and
 DI6326.adjusted by the NATIONAL GEODETIC SURVEY
 DI6326.in July 2007.
 DI6326
 DI6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6326.GEOID18 height accuracy estimate available here.
 DI6326
 DI6326.Click photographs - Photos may exist for this station.
 DI6326
 DI6326.The dynamic height is computed by dividing the NAVD 88
 DI6326.geopotential number by the normal gravity value computed on the
 DI6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6326.degrees latitude (g = 980.6199 gals.).
 DI6326
 DI6326.The modeled gravity was interpolated from observed gravity values.
 DI6326
 DI6326;                    North         East    Units  Estimated Accuracy
 DI6326;SPC MI S     -    75,040.    4,093,000.      MT  (+/- 180 meters Scaled)
 DI6326
 DI6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG148710(NAD 83)
 DI6326
 DI6326                          SUPERSEDED SURVEY CONTROL
 DI6326
 DI6326.No superseded survey control is available for this station.
 DI6326
 DI6326_MARKER: DD = SURVEY DISK
 DI6326_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6326_STAMPING: 82674 2006
 DI6326_MARK LOGO: MIDT
 DI6326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6326+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DI6326
 DI6326  HISTORY     - Date     Condition        Report By
 DI6326  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6326  HISTORY     - 20080514 GOOD             ROWEIN
 DI6326
 DI6326                          STATION DESCRIPTION
 DI6326
 DI6326'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6326'THE STATION IS LOCATED 5.0 MILES (8.05 KILOMETERS) SOUTH-SOUTHEAST OF
 DI6326'TAYLOR, 3.9 MILES (6.28 KILOMETERS) SOUTHWEST OF SOUTHGATE, AND 4.0
 DI6326'MILES (6.44 KILOMETERS) NORTHWEST OF TRENTON, IN THE SOUTHEAST
 DI6326'QUADRANT OF THE INTERSECTION OF INTERSTATE HIGHWAY-75 WITH SIBLEY
 DI6326'ROAD.
 DI6326'
 DI6326'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY-75 WITH
 DI6326'SIBLEY ROAD, GO WEST ON SIBLEY ROAD TO THE STATION ON THE RIGHT.
 DI6326'
 DI6326'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6326'DISK STAMPED 82674 2006 SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 DI6326'CORS STATION 1.2 METERS (4.0 FEET) ABOVE THE GROUND LOCATED INSIDE OF
 DI6326'THE FENCED IN PERIMETER OF THE SIBLEY BRANCH ROAD COMMISSION, 7.8
 DI6326'METERS (25.7 FEET) SOUTH OF THE FENCE, AND 7.2 METERS (23.5 FEET) WEST
 DI6326'OF THE FENCE.
 DI6326
 DI6326                          STATION RECOVERY (2008)
 DI6326
 DI6326'RECOVERY NOTE BY ROWE INCORPORATED 2008 (IDJ)
 DI6326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6327 ***********************************************************************
 DI6327  DESIGNATION -  82675
 DI6327  PID         -  DI6327
 DI6327  STATE/COUNTY-  MI/WAYNE
 DI6327  COUNTRY     -  US
 DI6327  USGS QUAD   -  INKSTER (2017)
 DI6327
 DI6327                         *CURRENT SURVEY CONTROL
 DI6327  ______________________________________________________________________
 DI6327* NAD 83(1986) POSITION- 42 17 05.     (N) 083 20 25.     (W)   SCALED
 DI6327* NAVD 88 ORTHO HEIGHT -   196.488 (meters)      644.64  (feet) ADJUSTED
 DI6327  ______________________________________________________________________
 DI6327  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 DI6327  DYNAMIC HEIGHT  -        196.429 (meters)      644.45  (feet) COMP
 DI6327  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 DI6327
 DI6327  VERT ORDER      -  SECOND    CLASS I
 DI6327
 DI6327.The horizontal coordinates were scaled from a map and have
 DI6327.an estimated accuracy of +/- 6 seconds.
 DI6327
 DI6327.The orthometric height was determined by differential leveling and
 DI6327.adjusted by the NATIONAL GEODETIC SURVEY
 DI6327.in July 2007.
 DI6327
 DI6327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6327.GEOID18 height accuracy estimate available here.
 DI6327
 DI6327.Click photographs - Photos may exist for this station.
 DI6327
 DI6327.The dynamic height is computed by dividing the NAVD 88
 DI6327.geopotential number by the normal gravity value computed on the
 DI6327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6327.degrees latitude (g = 980.6199 gals.).
 DI6327
 DI6327.The modeled gravity was interpolated from observed gravity values.
 DI6327
 DI6327;                    North         East    Units  Estimated Accuracy
 DI6327;SPC MI S     -    87,680.    4,084,650.      MT  (+/- 180 meters Scaled)
 DI6327
 DI6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG070840(NAD 83)
 DI6327
 DI6327                          SUPERSEDED SURVEY CONTROL
 DI6327
 DI6327.No superseded survey control is available for this station.
 DI6327
 DI6327_MARKER: DD = SURVEY DISK
 DI6327_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6327_STAMPING: 82675 2006
 DI6327_MARK LOGO: MIDT
 DI6327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6327+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DI6327
 DI6327  HISTORY     - Date     Condition        Report By
 DI6327  HISTORY     - 20060621 MONUMENTED       MIDT
 DI6327
 DI6327                          STATION DESCRIPTION
 DI6327
 DI6327'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 DI6327'THE STATION IS LOCATED 2.3 MILES (3.7 KILOMETERS) EAST OF WAYNE, 1.7
 DI6327'MILES (2.74 KILOMETERS) WEST-SOUTHWEST OF INKSTER, AND 4.7 MILES (7.56
 DI6327'KILOMETERS) NORTHWEST OF TAYLOR, IN THE SOUTHWEST QUADRANT OF THE
 DI6327'INTERSECTION OF US-12 (MICHIGAN AVENUE) WITH HENRY RUFF ROAD.
 DI6327'
 DI6327'TO REACH THE STATION FROM THE JUNCTION OF US-12 (MICHIGAN AVENUE) WITH
 DI6327'HENRY RUFF ROAD, GO SOUTH ON HENRY RUFF ROAD FOR 0.2 MILES (0.32
 DI6327'KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6327'
 DI6327'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6327'DISK STAMPED 82675 2006 SET VERTICALLY 1.4 METERS (4.5 FEET) ABOVE THE
 DI6327'GROUND IN THE EAST FACE OF THE HENRY RUFF CORS STATION LOCATED INSIDE
 DI6327'OF THE DEPARTMENT OF ENVIRONMENTAL OPERATIONS, 11.5 METERS (37.6 FEET)
 DI6327'NORTH OF A FENCE LINE, AND 2.1 METERS (7.0 FEET) EAST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI6330 ***********************************************************************
 DI6330  DESIGNATION -  82676
 DI6330  PID         -  DI6330
 DI6330  STATE/COUNTY-  MI/WAYNE
 DI6330  COUNTRY     -  US
 DI6330  USGS QUAD   -  HIGHLAND PARK (2017)
 DI6330
 DI6330                         *CURRENT SURVEY CONTROL
 DI6330  ______________________________________________________________________
 DI6330* NAD 83(1986) POSITION- 42 26 37.     (N) 083 00 19.     (W)   SCALED
 DI6330* NAVD 88 ORTHO HEIGHT -   191.892 (meters)      629.57  (feet) ADJUSTED
 DI6330  ______________________________________________________________________
 DI6330  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 DI6330  DYNAMIC HEIGHT  -        191.838 (meters)      629.39  (feet) COMP
 DI6330  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 DI6330
 DI6330  VERT ORDER      -  SECOND    CLASS I
 DI6330
 DI6330.The horizontal coordinates were scaled from a map and have
 DI6330.an estimated accuracy of +/- 6 seconds.
 DI6330
 DI6330.The orthometric height was determined by differential leveling and
 DI6330.adjusted by the NATIONAL GEODETIC SURVEY
 DI6330.in July 2007.
 DI6330
 DI6330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6330.GEOID18 height accuracy estimate available here.
 DI6330
 DI6330.Click photographs - Photos may exist for this station.
 DI6330
 DI6330.The dynamic height is computed by dividing the NAVD 88
 DI6330.geopotential number by the normal gravity value computed on the
 DI6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6330.degrees latitude (g = 980.6199 gals.).
 DI6330
 DI6330.The modeled gravity was interpolated from observed gravity values.
 DI6330
 DI6330;                    North         East    Units  Estimated Accuracy
 DI6330;SPC MI S     -   105,720.    4,111,990.      MT  (+/- 180 meters Scaled)
 DI6330
 DI6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH350009(NAD 83)
 DI6330
 DI6330                          SUPERSEDED SURVEY CONTROL
 DI6330
 DI6330.No superseded survey control is available for this station.
 DI6330
 DI6330_MARKER: DD = SURVEY DISK
 DI6330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI6330_STAMPING: 82676 2006
 DI6330_MARK LOGO: MIDT
 DI6330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6330+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2025
 DI6330
 DI6330  HISTORY     - Date     Condition        Report By
 DI6330  HISTORY     - UNK      MONUMENTED       MIDT
 DI6330  HISTORY     - 20060621 GOOD             MIDT
 DI6330  HISTORY     - 20251119 GOOD             SPICE
 DI6330
 DI6330                          STATION DESCRIPTION
 DI6330
 DI6330'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 DI6330'THE STATION IS LOCATED 4.3 MILES (6.92 KILOMETERS) WEST-NORTHWEST OF
 DI6330'HARPER WOODS, 5.3 MILES (8.53 KILOMETERS) EAST-SOUTHEAST OF HAZEL
 DI6330'PARK, 4.1 MILES (6.6 KILOMETERS) NORTH-NORTHEAST OF HAMTRAMCK, LOCATED
 DI6330'WEST OF STATE HIGHWAY M-97 AND BETWEEN STATE HIGHWAY M-102 (EIGHT MILE
 DI6330'ROAD) AND EAST STATE FAIR STREET.
 DI6330'
 DI6330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-102 (EIGHT
 DI6330'MILE ROAD) WITH STATE HIGHWAY M-97, GO SOUTH ON STATE HIGHWAY M-97 FOR
 DI6330'0.4 MILES (0.64 KILOMETERS) TO THE STATION ON THE RIGHT.
 DI6330'
 DI6330'THE STATION IS A 4 INCH (10 CENTIMETER) HEIGHT MODERNIZATION STATION
 DI6330'DISK SET HORIZONTALLY ON THE DETROIT CORS STATION BASE WHICH IS
 DI6330'LOCATED INSIDE OF THE HOOVER ROAD YARD ROAD COMMISSION PROPERTY.  THE
 DI6330'MARK IS LOCATED ON THE TOP SOUTH EDGE OF THE CONCRETE BASE, 4.8 METERS
 DI6330'(15.7 FEET) NORTHEAST OF A UTILITY POLE, AND 1.6 METERS (5.1 FEET)
 DI6330'WEST OF A FENCE LINE.  THE STATION CAN BE ACCESSED THRU A GATE BETWEEN
 DI6330'THE HOURS OF 0600 AND 1630.
 DI6330
 DI6330                          STATION RECOVERY (2025)
 DI6330
 DI6330'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2025 (BJE)
 DI6330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0492 ***********************************************************************
 NF0492  DESIGNATION -  829.76
 NF0492  PID         -  NF0492
 NF0492  STATE/COUNTY-  MI/CALHOUN
 NF0492  COUNTRY     -  US
 NF0492  USGS QUAD   -  BATTLE CREEK (2017)
 NF0492
 NF0492                         *CURRENT SURVEY CONTROL
 NF0492  ______________________________________________________________________
 NF0492* NAD 83(2011) POSITION- 42 19 03.22129(N) 085 11 25.47510(W)   ADJUSTED
 NF0492* NAD 83(2011) ELLIP HT-   219.368 (meters)        (06/27/12)   ADJUSTED
 NF0492* NAD 83(2011) EPOCH   -  2010.00
 NF0492* NAVD 88 ORTHO HEIGHT -   252.789 (meters)      829.36  (feet) ADJUSTED
 NF0492  ______________________________________________________________________
 NF0492  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 NF0492  NAD 83(2011) X  -    396,038.969 (meters)                     COMP
 NF0492  NAD 83(2011) Y  - -4,706,853.869 (meters)                     COMP
 NF0492  NAD 83(2011) Z  -  4,271,899.354 (meters)                     COMP
 NF0492  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 NF0492  DYNAMIC HEIGHT  -        252.710 (meters)      829.10  (feet) COMP
 NF0492  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 NF0492
 NF0492  VERT ORDER      -  FIRST     CLASS II
 NF0492
 NF0492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0492  Standards:
 NF0492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0492  -------------------------------------------------------------------
 NF0492  NETWORK    0.91   2.12           0.40   0.34   1.08      0.08341757
 NF0492  -------------------------------------------------------------------
 NF0492  Click here for local accuracies and other accuracy information.
 NF0492
 NF0492.The horizontal coordinates were established by GPS observations
 NF0492.and adjusted by the National Geodetic Survey in June 2012.
 NF0492
 NF0492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0492.been affixed to the stable North American tectonic plate. See 
 NF0492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0492
 NF0492.The horizontal coordinates are valid at the epoch date displayed above
 NF0492.which is a decimal equivalence of Year/Month/Day.
 NF0492
 NF0492.The orthometric height was determined by differential leveling and
 NF0492.adjusted by the NATIONAL GEODETIC SURVEY
 NF0492.in June 1991.
 NF0492
 NF0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0492.GEOID18 height accuracy estimate available here.
 NF0492
 NF0492.Click photographs - Photos may exist for this station.
 NF0492
 NF0492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0492
 NF0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0492
 NF0492.The ellipsoidal height was determined by GPS observations
 NF0492.and is referenced to NAD 83.
 NF0492
 NF0492.The dynamic height is computed by dividing the NAVD 88
 NF0492.geopotential number by the normal gravity value computed on the
 NF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0492.degrees latitude (g = 980.6199 gals.).
 NF0492
 NF0492.The modeled gravity was interpolated from observed gravity values.
 NF0492
 NF0492. The following values were computed from the NAD 83(2011) position.
 NF0492
 NF0492;                    North         East     Units Scale Factor Converg.
 NF0492;SPC MI S     -    91,145.340 3,932,096.736   MT  0.99995559   -0 33 38.1
 NF0492;SPC MI S     -   299,033.27 12,900,579.84   iFT  0.99995559   -0 33 38.1
 NF0492;UTM  16      - 4,686,621.355   649,120.884   MT  0.99987361   +1 13 06.6
 NF0492
 NF0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0492!SPC MI S     -   0.99996560  x   0.99995559  =   0.99992119
 NF0492!UTM  16      -   0.99996560  x   0.99987361  =   0.99983921
 NF0492
 NF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4912086621(NAD 83)
 NF0492
 NF0492                          SUPERSEDED SURVEY CONTROL
 NF0492
 NF0492  NAD 83(2007)-  42 19 03.22143(N)    085 11 25.47598(W) AD(2002.00) 0
 NF0492  ELLIP H (02/10/07)  219.381  (m)                       GP(2002.00)    
 NF0492  ELLIP H (07/17/02)  219.393  (m)                       GP(       ) 4 1
 NF0492  NAD 83(1994)-  42 19 03.22151(N)    085 11 25.47647(W) AD(       ) 1
 NF0492  ELLIP H (02/03/97)  219.402  (m)                       GP(       ) 4 1
 NF0492  NAD 83(1986)-  42 19 03.22158(N)    085 11 25.49070(W) AD(       ) 1
 NF0492  NGVD 29 (09/14/93)  252.9    (m)  GEOID93  model used  GPS OBS        
 NF0492  NGVD 29 (01/19/93)  252.923  (m)          829.80   (f) ADJUSTED    1 2
 NF0492  NGVD 29 (??/??/92)  252.923  (m)          829.80   (f) SUPERSEDED  1 2
 NF0492
 NF0492.Superseded values are not recommended for survey control.
 NF0492
 NF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0492.See file dsdata.pdf to determine how the superseded data were derived.
 NF0492
 NF0492_MARKER: DD = SURVEY DISK
 NF0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0492_SP_SET: BRIDGE
 NF0492_STAMPING: 829.76
 NF0492_MARK LOGO: USACE
 NF0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0492+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 NF0492
 NF0492  HISTORY     - Date     Condition        Report By
 NF0492  HISTORY     - UNK      MONUMENTED       USACE
 NF0492  HISTORY     - 1962     GOOD             CGS
 NF0492  HISTORY     - 1977     GOOD             MIDH
 NF0492  HISTORY     - 1985     GOOD             NGS
 NF0492  HISTORY     - 1985     GOOD             NGS
 NF0492  HISTORY     - 1987     GOOD             USPSQD
 NF0492  HISTORY     - 19920707 GOOD             HOLDEN
 NF0492  HISTORY     - 20011128 GOOD             NGS
 NF0492  HISTORY     - 20031018 GOOD             USPSQD
 NF0492  HISTORY     - 20050814 GOOD             USPSQD
 NF0492  HISTORY     - 20090926 GOOD             HEI
 NF0492  HISTORY     - 20160525 GOOD             MIDT
 NF0492  HISTORY     - 20190211 GOOD             LOCENG
 NF0492  HISTORY     - 20200812 GOOD             MIDT
 NF0492
 NF0492                          STATION DESCRIPTION
 NF0492
 NF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0492'AT BATTLE CREEK.
 NF0492'AT BATTLE CREEK, STATION IS LOCATED ON THE TOP OF THE SE PARAPET
 NF0492'OF MC CAMLY STREET BRIDGE OVER THE KALAMAZOO DIVERSION CANAL.
 NF0492'IT IS 29.2 FT EAST OF THE CENTERLINE OF MC CAMLY STREET AND
 NF0492'52.2 FT SOUTH OF THE INTERSECTION OF THE CENTERLINE OF MC CAMLY
 NF0492'STREET AND THE CENTERLINE OF THE CANAL.  DISK IS 4 FEET ABOVE
 NF0492'ROADWAY.
 NF0492
 NF0492                          STATION RECOVERY (1977)
 NF0492
 NF0492'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (1985)
 NF0492
 NF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0492'RECOVERED IN GOOD CONDITION.  ADD--13.0 M (42.7 FT) NORTH OF THE
 NF0492'CENTERLINE OF THE WEST BOUND LANES OF DICKMAN ROAD, AND 1.4 M (4.6 FT)
 NF0492'NORTH OF THE SOUTH END OF THE RETAINING WALL.
 NF0492
 NF0492                          STATION RECOVERY (1985)
 NF0492
 NF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (1987)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (1992)
 NF0492
 NF0492'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0492'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE I-94 INTERCHANGE
 NF0492'WITH THE HELMER ROAD, AND 3 MILES NORTH NORTHWEST OF THE I-94
 NF0492'INTERCHANGE WITH M-66. IT IS IN THE CITY OF BATTLE CREEK, IN THE
 NF0492'NORTH 1/2 OF SECTION 12 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD
 NF0492'42085213. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF0492'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 3.0
 NF0492'MI (4.8 KM) TO DICKMAN ROAD, TURN LEFT AND GO WEST AND NORTHERLY 0.7
 NF0492'MI (1.1 KM) TO MCKAMLY STREET AND THE STATION ON THE RIGHT AS
 NF0492'DESCRIBED.
 NF0492'STATION IS LOCATED ON THE TOP OF THE SOUTHEAST CONCRETE PARAPET OF THE
 NF0492'MCKAMLY STREET BRIDGE OVER THE DIVERSION CANAL , 4.3 FT (1.3 M) NORTH
 NF0492'FROM THE SOUTH END OF THE PARAPET, 5.7 FT (1.7 M) NORTHEAST FROM A
 NF0492'CONCRETE LIGHT POLE, 5.0 FT (1.5 M) EAST OF THE CURB, 30.0 FT
 NF0492'(9.1 M) EAST FROM THE CENTER OF MCKAMLY STREET AND 60.0 FT (18.3 M)
 NF0492'NORTH FROM THE MEDIAN CURB IN THE CENTER OF DICKMAN STREET.
 NF0492
 NF0492                          STATION RECOVERY (2001)
 NF0492
 NF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0492'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0492
 NF0492                          STATION RECOVERY (2003)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0492'MARK IS NOW 9' NORTHEAST OF A WOOD LIGHT POLE.
 NF0492
 NF0492                          STATION RECOVERY (2005)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (2009)
 NF0492
 NF0492'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2009 (JLW)
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (2016)
 NF0492
 NF0492'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (2019)
 NF0492
 NF0492'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2019 (MAJ)
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (2020)
 NF0492
 NF0492'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0492'THE MARK IS ON A CONCRETE PARAPET OF THE MCKAMLY STREET BRIDGE AND
 NF0492'VERY HIGH TO PUT A TRIPOD ON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0110 ***********************************************************************
 OK0110  DESIGNATION -  83 1/2
 OK0110  PID         -  OK0110
 OK0110  STATE/COUNTY-  MI/SHIAWASSEE
 OK0110  COUNTRY     -  US
 OK0110  USGS QUAD   -  OVID EAST (2017)
 OK0110
 OK0110                         *CURRENT SURVEY CONTROL
 OK0110  ______________________________________________________________________
 OK0110* NAD 83(1986) POSITION- 43 00 13.     (N) 084 16 06.     (W)   SCALED
 OK0110* NAVD 88 ORTHO HEIGHT -   234.934 (meters)      770.78  (feet) ADJUSTED
 OK0110  ______________________________________________________________________
 OK0110  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 OK0110  DYNAMIC HEIGHT  -        234.881 (meters)      770.61  (feet) COMP
 OK0110  MODELED GRAVITY -    980,390.5   (mgal)                       NAVD 88
 OK0110
 OK0110  VERT ORDER      -  SECOND    CLASS 0
 OK0110
 OK0110.The horizontal coordinates were scaled from a map and have
 OK0110.an estimated accuracy of +/- 6 seconds.
 OK0110
 OK0110.The orthometric height was determined by differential leveling and
 OK0110.adjusted by the NATIONAL GEODETIC SURVEY
 OK0110.in June 1991.
 OK0110
 OK0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0110.GEOID18 height accuracy estimate available here.
 OK0110
 OK0110.Click photographs - Photos may exist for this station.
 OK0110
 OK0110.The dynamic height is computed by dividing the NAVD 88
 OK0110.geopotential number by the normal gravity value computed on the
 OK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0110.degrees latitude (g = 980.6199 gals.).
 OK0110
 OK0110.The modeled gravity was interpolated from observed gravity values.
 OK0110
 OK0110;                    North         East    Units  Estimated Accuracy
 OK0110;SPC MI S     -   167,020.    4,008,020.      MT  (+/- 180 meters Scaled)
 OK0110
 OK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN226648(NAD 83)
 OK0110
 OK0110                          SUPERSEDED SURVEY CONTROL
 OK0110
 OK0110  NGVD 29 (??/??/92)  235.078  (m)          771.25   (f) ADJ UNCH    2 0
 OK0110
 OK0110.Superseded values are not recommended for survey control.
 OK0110
 OK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0110.See file dsdata.pdf to determine how the superseded data were derived.
 OK0110
 OK0110_MARKER: B = BOLT
 OK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0110_STAMPING: BM NO 83 1/2
 OK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0110+STABILITY: SURFACE MOTION
 OK0110
 OK0110  HISTORY     - Date     Condition        Report By
 OK0110  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0110  HISTORY     - 1934     GOOD             CGS
 OK0110  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0110  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0110  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0110
 OK0110                          STATION DESCRIPTION
 OK0110
 OK0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0110'5.1 MI W FROM OWOSSO.
 OK0110'5.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0110'STATION AT OWOSSO, SHIAWASSEE COUNTY, 28.5 FEET SOUTH OF THE
 OK0110'CENTERLINE OF COUNTY HIGHWAY 497, 32 FEET NORTH OF THE NORTH
 OK0110'RAIL, 2.2 FEET SOUTH OF A FENCE AND 1 FOOT LOWER THAN THE TOP
 OK0110'OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 83 1/2 AND SET IN
 OK0110'THE TOP OF A CONCRETE POST.
 OK0110
 OK0110                          STATION RECOVERY (1974)
 OK0110
 OK0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0110'MARK NOT FOUND.
 OK0110
 OK0110                          STATION RECOVERY (2001)
 OK0110
 OK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0110
 OK0110                          STATION RECOVERY (2001)
 OK0110
 OK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0326 ***********************************************************************
 NF0326  DESIGNATION -  831
 NF0326  PID         -  NF0326
 NF0326  STATE/COUNTY-  MI/IONIA
 NF0326  COUNTRY     -  US
 NF0326  USGS QUAD   -  FREEPORT (2017)
 NF0326
 NF0326                         *CURRENT SURVEY CONTROL
 NF0326  ______________________________________________________________________
 NF0326* NAD 83(1986) POSITION- 42 51 12.     (N) 085 18 41.     (W)   SCALED
 NF0326* NAVD 88 ORTHO HEIGHT -   253.041 (meters)      830.19  (feet) ADJUSTED
 NF0326  ______________________________________________________________________
 NF0326  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 NF0326  DYNAMIC HEIGHT  -        252.970 (meters)      829.95  (feet) COMP
 NF0326  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 NF0326
 NF0326  VERT ORDER      -  SECOND    CLASS 0
 NF0326
 NF0326.The horizontal coordinates were scaled from a map and have
 NF0326.an estimated accuracy of +/- 6 seconds.
 NF0326
 NF0326.The orthometric height was determined by differential leveling and
 NF0326.adjusted by the NATIONAL GEODETIC SURVEY
 NF0326.in June 1991.
 NF0326
 NF0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0326.GEOID18 height accuracy estimate available here.
 NF0326
 NF0326.Click photographs - Photos may exist for this station.
 NF0326
 NF0326.The dynamic height is computed by dividing the NAVD 88
 NF0326.geopotential number by the normal gravity value computed on the
 NF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0326.degrees latitude (g = 980.6199 gals.).
 NF0326
 NF0326.The modeled gravity was interpolated from observed gravity values.
 NF0326
 NF0326;                    North         East    Units  Estimated Accuracy
 NF0326;SPC MI S     -   150,760.    3,922,790.      MT  (+/- 180 meters Scaled)
 NF0326
 NF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN379459(NAD 83)
 NF0326
 NF0326                          SUPERSEDED SURVEY CONTROL
 NF0326
 NF0326  NGVD 29 (??/??/92)  253.164  (m)          830.59   (f) ADJ UNCH    2 0
 NF0326
 NF0326.Superseded values are not recommended for survey control.
 NF0326
 NF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0326.See file dsdata.pdf to determine how the superseded data were derived.
 NF0326
 NF0326_MARKER: P = PIPE CAP
 NF0326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0326_STAMPING: MICH 831
 NF0326_MARK LOGO: USGS
 NF0326_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0326
 NF0326  HISTORY     - Date     Condition        Report By
 NF0326  HISTORY     - 1916     MONUMENTED       USGS
 NF0326  HISTORY     - 1948     GOOD             CGS
 NF0326  HISTORY     - 1989     GOOD             USPSQD
 NF0326  HISTORY     - 20060303 POOR             INDIV
 NF0326  HISTORY     - 20120630 GOOD             INDIV
 NF0326
 NF0326                          STATION DESCRIPTION
 NF0326
 NF0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0326'AT ELMDALE.
 NF0326'AT ELMDALE, 276 FEET EAST OF THE CHESAPEAKE AND OHIO RAILWAY
 NF0326'STATION, AT THE CROSSING OF THE RAILWAY AND THE IONIA-KENT
 NF0326'COUNTY LINE ROAD, 60 FEET NORTHEAST OF THE CENTER OF THE
 NF0326'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 13 1/2 FEET
 NF0326'NORTH-NORTHEAST OF TELEPHONE POLE NO. 66/7, 16 FEET SOUTHWEST
 NF0326'OF THE SOUTH END OF A 12-INCH PIPE CULVERT.  1 1/2 FEET NORTH
 NF0326'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 NF0326'AND PROJECTING 10 INCHES.
 NF0326
 NF0326                          STATION RECOVERY (1989)
 NF0326
 NF0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0326'RECOVERED IN GOOD CONDITION.
 NF0326
 NF0326                          STATION RECOVERY (2006)
 NF0326
 NF0326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DF)
 NF0326'MARK RECOVERED IN POOR CONDITION.
 NF0326
 NF0326                          STATION RECOVERY (2012)
 NF0326
 NF0326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BAT)
 NF0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0692 ***********************************************************************
 NF0692  DESIGNATION -  831
 NF0692  PID         -  NF0692
 NF0692  STATE/COUNTY-  MI/ALLEGAN
 NF0692  COUNTRY     -  US
 NF0692  USGS QUAD   -  MARTIN (2017)
 NF0692
 NF0692                         *CURRENT SURVEY CONTROL
 NF0692  ______________________________________________________________________
 NF0692* NAD 83(1986) POSITION- 42 35 39.40   (N) 085 38 11.40   (W)   HD_HELD1
 NF0692* NAVD 88 ORTHO HEIGHT -   253.202 (meters)      830.71  (feet) ADJUSTED
 NF0692  ______________________________________________________________________
 NF0692  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 NF0692  DYNAMIC HEIGHT  -        253.131 (meters)      830.48  (feet) COMP
 NF0692  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 NF0692
 NF0692  VERT ORDER      -  FIRST     CLASS II
 NF0692
 NF0692.The horizontal coordinates were determined by differentially corrected
 NF0692.hand held GPS observations or other comparable positioning techniques
 NF0692.and have an estimated accuracy of +/- 3 meters.
 NF0692
 NF0692.The orthometric height was determined by differential leveling and
 NF0692.adjusted by the NATIONAL GEODETIC SURVEY
 NF0692.in June 1991.
 NF0692
 NF0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0692.GEOID18 height accuracy estimate available here.
 NF0692
 NF0692.Click photographs - Photos may exist for this station.
 NF0692
 NF0692.The dynamic height is computed by dividing the NAVD 88
 NF0692.geopotential number by the normal gravity value computed on the
 NF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0692.degrees latitude (g = 980.6199 gals.).
 NF0692
 NF0692.The modeled gravity was interpolated from observed gravity values.
 NF0692
 NF0692;                    North         East    Units  Estimated Accuracy
 NF0692;SPC MI S     -   122,335.3   3,895,790.2     MT  (+/- 3 meters HH1 GPS) 
 NF0692
 NF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1186516662(NAD 83)
 NF0692
 NF0692                          SUPERSEDED SURVEY CONTROL
 NF0692
 NF0692  NGVD 29 (??/??/92)  253.329  (m)          831.13   (f) ADJ UNCH    2 0
 NF0692
 NF0692.Superseded values are not recommended for survey control.
 NF0692
 NF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0692.See file dsdata.pdf to determine how the superseded data were derived.
 NF0692
 NF0692_MARKER: P = PIPE CAP
 NF0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0692_STAMPING: MICH 831 831.216
 NF0692_MARK LOGO: USGS
 NF0692_PROJECTION: FLUSH
 NF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0692+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0692
 NF0692  HISTORY     - Date     Condition        Report By
 NF0692  HISTORY     - 1913     MONUMENTED       USGS
 NF0692  HISTORY     - 1948     GOOD             CGS
 NF0692  HISTORY     - 1983     GOOD             LOCSUR
 NF0692  HISTORY     - 1987     GOOD             USPSQD
 NF0692  HISTORY     - 1988     GOOD             USPSQD
 NF0692  HISTORY     - 1989     GOOD             USPSQD
 NF0692  HISTORY     - 19971011 GOOD             USPSQD
 NF0692  HISTORY     - 20070602 GOOD             GEOCAC
 NF0692  HISTORY     - 20080506 GOOD             COLEM
 NF0692
 NF0692                          STATION DESCRIPTION
 NF0692
 NF0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0692'AT SHELBYVILLE.
 NF0692'AT SHELBYVILLE, AT THE PENNSYLVANIA RAILROAD STATION, 105 FEET
 NF0692'NORTHEAST AND ACROSS THE TRACKS FROM THE STATION, 60 FEET EAST
 NF0692'OF THE EAST RAIL OF THE MAIN TRACK, 22 FEET SOUTH OF THE CENTER
 NF0692'LINE OF THE BLACK TOP ROAD, 4 FEET NORTH OF THE NORTH EDGE OF A
 NF0692'CONCRETE WALK, 12.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT EAST
 NF0692'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE WALK AND
 NF0692'PROJECTING 3 INCHES.
 NF0692
 NF0692                          STATION RECOVERY (1983)
 NF0692
 NF0692'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0692'WARNING SIGN POST 6 INCHES WEST NORTHWEST OF MARK.
 NF0692
 NF0692                          STATION RECOVERY (1987)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1988)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1989)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1997)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (2007)
 NF0692
 NF0692'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0692'CONCRETE SIDEWALK (1948 DESCRIPTION) GONE.
 NF0692
 NF0692                          STATION RECOVERY (2008)
 NF0692
 NF0692'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0692'RECOVERED AS DESCRIBED.
 NF0692'
 NF0692'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 NF0692'WEST OF THE STATION THAT EXTEND TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8095 ***********************************************************************
 AA8095  CBN         -  This is a Cooperative Base Network Control Station.
 AA8095  DESIGNATION -  83102
 AA8095  PID         -  AA8095
 AA8095  STATE/COUNTY-  MI/WEXFORD
 AA8095  COUNTRY     -  US
 AA8095  USGS QUAD   -  MESICK (2017)
 AA8095
 AA8095                         *CURRENT SURVEY CONTROL
 AA8095  ______________________________________________________________________
 AA8095* NAD 83(2011) POSITION- 44 24 37.50132(N) 085 41 56.42891(W)   ADJUSTED
 AA8095* NAD 83(2011) ELLIP HT-   254.153 (meters)        (06/27/12)   ADJUSTED
 AA8095* NAD 83(2011) EPOCH   -  2010.00
 AA8095* NAVD 88 ORTHO HEIGHT -   288.4   (meters)      946.    (feet) GPS OBS
 AA8095  ______________________________________________________________________
 AA8095  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8095  GEOID HEIGHT    -        -33.784 (meters)                     GEOID93
 AA8095  GEOID HEIGHT    -        -34.307 (meters)                     GEOID18
 AA8095  NAD 83(2011) X  -    342,271.316 (meters)                     COMP
 AA8095  NAD 83(2011) Y  - -4,551,008.899 (meters)                     COMP
 AA8095  NAD 83(2011) Z  -  4,440,960.498 (meters)                     COMP
 AA8095  LAPLACE CORR    -          6.40  (seconds)                    DEFLEC18
 AA8095
 AA8095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8095  Standards:
 AA8095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8095  -------------------------------------------------------------------
 AA8095  NETWORK    0.53   1.41           0.25   0.17   0.72     -0.05322544
 AA8095  -------------------------------------------------------------------
 AA8095  Click here for local accuracies and other accuracy information.
 AA8095
 AA8095.The horizontal coordinates were established by GPS observations
 AA8095.and adjusted by the National Geodetic Survey in June 2012.
 AA8095
 AA8095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8095.been affixed to the stable North American tectonic plate. See 
 AA8095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8095
 AA8095.The horizontal coordinates are valid at the epoch date displayed above
 AA8095.which is a decimal equivalence of Year/Month/Day.
 AA8095
 AA8095.The orthometric height was determined by GPS observations and a
 AA8095.high-resolution geoid model.
 AA8095
 AA8095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8095.GEOID18 height accuracy estimate available here.
 AA8095
 AA8095.Click photographs - Photos may exist for this station.
 AA8095
 AA8095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8095
 AA8095.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8095
 AA8095.The ellipsoidal height was determined by GPS observations
 AA8095.and is referenced to NAD 83.
 AA8095
 AA8095. The following values were computed from the NAD 83(2011) position.
 AA8095
 AA8095;                    North         East     Units Scale Factor Converg.
 AA8095;SPC MI C     -   122,410.277 5,893,886.832   MT  0.99995568   -0 56 28.2
 AA8095;SPC MI C     -   401,608.52 19,336,899.06   iFT  0.99995568   -0 56 28.2
 AA8095;UTM  16      - 4,918,281.646   603,584.373   MT  0.99973195   +0 54 37.8
 AA8095
 AA8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8095!SPC MI C     -   0.99996015  x   0.99995568  =   0.99991583
 AA8095!UTM  16      -   0.99996015  x   0.99973195  =   0.99969211
 AA8095
 AA8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0358418281(NAD 83)
 AA8095
 AA8095                          SUPERSEDED SURVEY CONTROL
 AA8095
 AA8095  NAD 83(2007)-  44 24 37.50159(N)    085 41 56.43014(W) AD(2002.00) 0
 AA8095  ELLIP H (02/10/07)  254.155  (m)                       GP(2002.00)    
 AA8095  ELLIP H (06/11/02)  254.151  (m)                       GP(       ) 4 1
 AA8095  NAD 83(1994)-  44 24 37.50143(N)    085 41 56.42960(W) AD(       ) B
 AA8095  ELLIP H (09/20/95)  254.213  (m)                       GP(       ) 1 2
 AA8095
 AA8095.Superseded values are not recommended for survey control.
 AA8095
 AA8095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8095.See file dsdata.pdf to determine how the superseded data were derived.
 AA8095
 AA8095_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8095_STAMPING: 83102 1980
 AA8095_MARK LOGO: MIDT
 AA8095_PROJECTION: FLUSH
 AA8095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8095+STABILITY: SURFACE MOTION
 AA8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8095+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AA8095
 AA8095  HISTORY     - Date     Condition        Report By
 AA8095  HISTORY     - 1980     MONUMENTED       MIDT
 AA8095  HISTORY     - 19940520 GOOD             NGS
 AA8095  HISTORY     - 20010426 GOOD             MIDNR
 AA8095
 AA8095                          STATION DESCRIPTION
 AA8095
 AA8095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8095'STATION IS LOCATED IN QUAD 440853, ABOUT 1 MI (1.6 KM) NORTHEAST OF
 AA8095'THE CENTER OF MESICK, 7 MI (11.3 KM) SOUTH OF BUCKLEY, 13 MI (20.9 KM)
 AA8095'SOUTHEAST OF COPEMISH, 15 MI (24.1 KM) WEST OF MANTON, IN THE
 AA8095'SOUTHWEST 1/4 OF SECTION 6, T 23 N, R 11 W, ANTIOCH TOWNSHIP,
 AA8095'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 AA8095'FROM THE WEST JUNCTION OF STATE HIGHWAYS 37 SOUTH AND 115 IN MESICK,
 AA8095'GO EASTERLY ON HIGHWAYS 37 AND 115 FOR 1.05 MI (1.69 KM) TO THE EAST
 AA8095'JUNCTION OF THE HIGHWAYS.  TURN LEFT, NORTH, ON HIGHWAY 37 AND GO 0.55
 AA8095'MI (0.89 KM) TO THE INTERSECTION OF STATE HIGHWAY 42 AND THE STATION
 AA8095'IN THE NORTHEAST CORNER OF INTERSECTION.  STATION IS FLUSH WITH
 AA8095'GROUND.  IT IS 114.0 FT (34.7 M) NORTHEAST FROM THE INTERSECTION OF
 AA8095'HIGHWAYS 37 AND 42 CENTERLINES, 108.0 FEET (32.9 M) NORTH FROM THE
 AA8095'CENTERLINE OF HIGHWAY 42, 38.0 FEET (11.6 M) EAST OF THE CENTERLINE OF
 AA8095'HIGHWAY 37, AND 4.0 FEET (1.2 M) WEST OF A METAL WITNESS POST. THERE
 AA8095'IS AN UNDERGROUND MARK SET INTO AN IRREGULAR MASS OF CONCRETE 4.0 FEET
 AA8095'(1.2 M) BELOW GROUND SURFACE.
 AA8095
 AA8095                          STATION RECOVERY (2001)
 AA8095
 AA8095'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (CWM)
 AA8095'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 AA8095'OF NATURAL RESOURCES (CWM) IN GOOD CONDITION.  STATION IS
 AA8095'GOOD TO USE FOR G.P.S.
 AA8095'
 AA8095'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0696 ***********************************************************************
 NF0696  DESIGNATION -  832
 NF0696  PID         -  NF0696
 NF0696  STATE/COUNTY-  MI/ALLEGAN
 NF0696  COUNTRY     -  US
 NF0696  USGS QUAD   -  MARTIN (2017)
 NF0696
 NF0696                         *CURRENT SURVEY CONTROL
 NF0696  ______________________________________________________________________
 NF0696* NAD 83(1986) POSITION- 42 32 15.     (N) 085 37 53.     (W)   SCALED
 NF0696* NAVD 88 ORTHO HEIGHT -   253.519 (meters)      831.75  (feet) ADJUSTED
 NF0696  ______________________________________________________________________
 NF0696  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 NF0696  DYNAMIC HEIGHT  -        253.446 (meters)      831.51  (feet) COMP
 NF0696  MODELED GRAVITY -    980,328.2   (mgal)                       NAVD 88
 NF0696
 NF0696  VERT ORDER      -  SECOND    CLASS 0
 NF0696
 NF0696.The horizontal coordinates were scaled from a map and have
 NF0696.an estimated accuracy of +/- 6 seconds.
 NF0696
 NF0696.The orthometric height was determined by differential leveling and
 NF0696.adjusted by the NATIONAL GEODETIC SURVEY
 NF0696.in June 1991.
 NF0696
 NF0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0696.GEOID18 height accuracy estimate available here.
 NF0696
 NF0696.Click photographs - Photos may exist for this station.
 NF0696
 NF0696.The dynamic height is computed by dividing the NAVD 88
 NF0696.geopotential number by the normal gravity value computed on the
 NF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0696.degrees latitude (g = 980.6199 gals.).
 NF0696
 NF0696.The modeled gravity was interpolated from observed gravity values.
 NF0696
 NF0696;                    North         East    Units  Estimated Accuracy
 NF0696;SPC MI S     -   116,020.    3,896,120.      MT  (+/- 180 meters Scaled)
 NF0696
 NF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN123103(NAD 83)
 NF0696
 NF0696                          SUPERSEDED SURVEY CONTROL
 NF0696
 NF0696  NGVD 29 (??/??/92)  253.646  (m)          832.17   (f) ADJ UNCH    2 0
 NF0696
 NF0696.Superseded values are not recommended for survey control.
 NF0696
 NF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0696.See file dsdata.pdf to determine how the superseded data were derived.
 NF0696
 NF0696_MARKER: P = PIPE CAP
 NF0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0696_STAMPING: MICH 832 832.118
 NF0696_MARK LOGO: USGS
 NF0696_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0696
 NF0696  HISTORY     - Date     Condition        Report By
 NF0696  HISTORY     - 1913     MONUMENTED       USGS
 NF0696  HISTORY     - 1948     GOOD             CGS
 NF0696  HISTORY     - 1989     POOR             USPSQD
 NF0696  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0696
 NF0696                          STATION DESCRIPTION
 NF0696
 NF0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0696'AT MARTIN.
 NF0696'AT MARTIN, AT THE PENNSLVANIA RAILROAD STATION, ABOUT 0.2 MILE
 NF0696'NORTH OF MILE POST 203, 116.5 FEET EAST AND ACROSS THE TRACKS
 NF0696'FROM THE NORTHEAST CORNER OF THE RAILROAD STATION, 96.4 FEET EAST
 NF0696'OF THE EAST RAIL OF THE MAIN TRACK, 42 FEET SOUTH OF THE CENTER
 NF0696'LINE OF AN EAST-WEST ROAD, 11.5 FEET SOUTHWEST OF THE NORTHWEST
 NF0696'CORNER OF A BRICK TILE STORAGE BUILDING, ABOUT LEVEL WITH THE
 NF0696'ROAD AND TRACKS, AND PROJECTING ABOUT 3 INCHES.
 NF0696
 NF0696                          STATION RECOVERY (1989)
 NF0696
 NF0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0696'MARK RECOVERED IN POOR CONDITION.
 NF0696
 NF0696                          STATION RECOVERY (1997)
 NF0696
 NF0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0532 ***********************************************************************
 NF0532  DESIGNATION -  832.2
 NF0532  PID         -  NF0532
 NF0532  STATE/COUNTY-  MI/ST JOSEPH
 NF0532  COUNTRY     -  US
 NF0532  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0532
 NF0532                         *CURRENT SURVEY CONTROL
 NF0532  ______________________________________________________________________
 NF0532* NAD 83(1986) POSITION- 42 00 57.     (N) 085 37 59.     (W)   SCALED
 NF0532* NAVD 88 ORTHO HEIGHT -   253.508 (meters)      831.72  (feet) ADJUSTED
 NF0532  ______________________________________________________________________
 NF0532  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 NF0532  DYNAMIC HEIGHT  -        253.422 (meters)      831.44  (feet) COMP
 NF0532  MODELED GRAVITY -    980,277.7   (mgal)                       NAVD 88
 NF0532
 NF0532  VERT ORDER      -  FIRST     CLASS II
 NF0532
 NF0532.The horizontal coordinates were scaled from a map and have
 NF0532.an estimated accuracy of +/- 6 seconds.
 NF0532
 NF0532.The orthometric height was determined by differential leveling and
 NF0532.adjusted by the NATIONAL GEODETIC SURVEY
 NF0532.in June 1991.
 NF0532
 NF0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0532.GEOID18 height accuracy estimate available here.
 NF0532
 NF0532.Click photographs - Photos may exist for this station.
 NF0532
 NF0532.The dynamic height is computed by dividing the NAVD 88
 NF0532.geopotential number by the normal gravity value computed on the
 NF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0532.degrees latitude (g = 980.6199 gals.).
 NF0532
 NF0532.The modeled gravity was interpolated from observed gravity values.
 NF0532
 NF0532;                    North         East    Units  Estimated Accuracy
 NF0532;SPC MI S     -    58,090.    3,895,110.      MT  (+/- 180 meters Scaled)
 NF0532
 NF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131524(NAD 83)
 NF0532
 NF0532                          SUPERSEDED SURVEY CONTROL
 NF0532
 NF0532  NGVD 29 (??/??/92)  253.649  (m)          832.18   (f) ADJ UNCH    1 2
 NF0532
 NF0532.Superseded values are not recommended for survey control.
 NF0532
 NF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0532.See file dsdata.pdf to determine how the superseded data were derived.
 NF0532
 NF0532_MARKER: P = PIPE CAP
 NF0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0532_STAMPING: MICH 832.180
 NF0532_MARK LOGO: USGS
 NF0532_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0532
 NF0532  HISTORY     - Date     Condition        Report By
 NF0532  HISTORY     - 1913     MONUMENTED       USGS
 NF0532  HISTORY     - 1939     MARK NOT FOUND   CGS
 NF0532  HISTORY     - 1963     POOR             MI-081
 NF0532
 NF0532                          STATION DESCRIPTION
 NF0532
 NF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NF0532'AT MOOREPARK.
 NF0532'AT MOOREPARK, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 NF0532'RAILROAD, 200 YARDS SOUTH OF THE STATION, AT THE CROSSING OF THE
 NF0532'ROAD LEADING TO PARKVILLE, 40 YARDS WEST OF THE TRACK, 36 FEET
 NF0532'NORTH OF THE CENTERLINE OF THE ROAD, IN THE ENCLOSURE FOR A
 NF0532'HIGH-TENSION TRANSFORMER, 4 FEET WEST OF THE WEST RIGHT-OF-WAY
 NF0532'FENCE, AND 2 FEET LOWER THAN THE RAIL.  A UNITED STATES
 NF0532'GEOLOGICAL SURVEY STANDARD CAP, STAMPED MICH 832.180 AND
 NF0532'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 3 INCHES
 NF0532'ABOVE GROUND.
 NF0532
 NF0532                          STATION RECOVERY (1963)
 NF0532
 NF0532'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1963
 NF0532'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0622 ***********************************************************************
 PL0622  DESIGNATION -  83200
 PL0622  PID         -  PL0622
 PL0622  STATE/COUNTY-  MI/WEXFORD
 PL0622  COUNTRY     -  US
 PL0622  USGS QUAD   -  CADILLAC SOUTH (2017)
 PL0622
 PL0622                         *CURRENT SURVEY CONTROL
 PL0622  ______________________________________________________________________
 PL0622* NAD 83(1994) POSITION- 44 11 55.75052(N) 085 25 11.38450(W)   ADJUSTED
 PL0622* NAD 83(1994) ELLIP HT-   391.109 (meters)        (02/03/97)   ADJUSTED
 PL0622* NAVD 88 ORTHO HEIGHT -   424.3   (meters)     1392.    (feet) GPS OBS
 PL0622  ______________________________________________________________________
 PL0622  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0622  GEOID HEIGHT    -        -32.780 (meters)                     GEOID93
 PL0622  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 PL0622  NAD 83(1994) X  -    365,761.690 (meters)                     COMP
 PL0622  NAD 83(1994) Y  - -4,565,755.929 (meters)                     COMP
 PL0622  NAD 83(1994) Z  -  4,424,229.038 (meters)                     COMP
 PL0622  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 PL0622  HORZ ORDER      -  FIRST
 PL0622  ELLP ORDER      -  FOURTH    CLASS I
 PL0622
 PL0622.The horizontal coordinates were established by GPS observations
 PL0622.and adjusted by the National Geodetic Survey in February 1997.
 PL0622
 PL0622.The orthometric height was determined by GPS observations and a
 PL0622.high-resolution geoid model.
 PL0622
 PL0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0622.GEOID18 height accuracy estimate available here.
 PL0622
 PL0622.Click photographs - Photos may exist for this station.
 PL0622
 PL0622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0622
 PL0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0622
 PL0622.The ellipsoidal height was determined by GPS observations
 PL0622.and is referenced to NAD 83.
 PL0622
 PL0622. The following values were computed from the NAD 83(1994) position.
 PL0622
 PL0622;                    North         East     Units Scale Factor Converg.
 PL0622;SPC MI C     -    98,573.541 5,915,815.104   MT  0.99999649   -0 44 38.3
 PL0622;SPC MI C     -   323,404.01 19,408,842.20   iFT  0.99999649   -0 44 38.3
 PL0622;UTM  16      - 4,895,169.680   626,265.452   MT  0.99979608   +1 06 06.3
 PL0622
 PL0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0622!SPC MI C     -   0.99993868  x   0.99999649  =   0.99993517
 PL0622!UTM  16      -   0.99993868  x   0.99979608  =   0.99973477
 PL0622
 PL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2626595169(NAD 83)
 PL0622
 PL0622                          SUPERSEDED SURVEY CONTROL
 PL0622
 PL0622  NAD 83(1986)-  44 11 55.74909(N)    085 25 11.38760(W) AD(       ) 1
 PL0622
 PL0622.Superseded values are not recommended for survey control.
 PL0622
 PL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0622.See file dsdata.pdf to determine how the superseded data were derived.
 PL0622
 PL0622_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0622_STAMPING: 83200 1993
 PL0622_MARK LOGO: MIDT
 PL0622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0622+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2022
 PL0622
 PL0622  HISTORY     - Date     Condition        Report By
 PL0622  HISTORY     - 1993     MONUMENTED       MIDT
 PL0622  HISTORY     - 19960705 GOOD             USPSQD
 PL0622  HISTORY     - 20030430 GOOD             WILCOX
 PL0622  HISTORY     - 20221121 GOOD             ROWEIN
 PL0622
 PL0622                          STATION DESCRIPTION
 PL0622
 PL0622'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0622'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0622'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-21-N, R-09-W, CLAM
 PL0622'LAKE TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTH OF CADILLAC, ABOUT 6.0 MI
 PL0622'(9.7 KM) NORTH OF TUSTIN, ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF LAKE
 PL0622'CITY, AND ON THE RIGHT-OF-WAY OF UNITED STATES HIGHWAY 131.
 PL0622'TO REACH THE STATION FROM THE CADILLAC STATE POLICE POST, AT THE
 PL0622'JUNCTION OF STATE HIGHWAY M-55 WEST AND UNITED STATES HIGHWAY 131, GO
 PL0622'SOUTH 3.3 MI (5.3 KM) ALONG UNITED STATES HIGHWAY 131 TO THE STATION
 PL0622'ON THE RIGHT AS DESCRIBED.
 PL0622'STATION IS 165.0 FT (50.3 M) SOUTHWEST OF A 15 INCH CONCRETE CULVERT
 PL0622'WITH HEADWALL, 103.6 FT (31.6 M) NORTHWEST OF THE CENTER OF
 PL0622'SOUTHBOUND UNITED STATES HIGHWAY 131, 82.2 FT (25.1 M) EAST OF A TAG
 PL0622'IN TOP OF WOOD RIGHT-OF-WAY FENCE POST, 78.9 FT (24.0 M) SOUTHEAST OF
 PL0622'A TAG IN TOP OF WOOD RIGHT-OF-WAY FENCE POST AND 3.0 FT (0.9 M) SOUTH
 PL0622'OF A METAL WITNESS POST WITH SIGN.
 PL0622
 PL0622                          STATION RECOVERY (1996)
 PL0622
 PL0622'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0622'RECOVERED IN GOOD CONDITION.
 PL0622
 PL0622                          STATION RECOVERY (2003)
 PL0622
 PL0622'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (JDG)
 PL0622'RECOVERED IN GOOD CONDITION.
 PL0622
 PL0622                          STATION RECOVERY (2022)
 PL0622
 PL0622'RECOVERY NOTE BY ROWE INCORPORATED 2022 (FG)
 PL0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0623 ***********************************************************************
 PL0623  DESIGNATION -  83201
 PL0623  PID         -  PL0623
 PL0623  STATE/COUNTY-  MI/WEXFORD
 PL0623  COUNTRY     -  US
 PL0623  USGS QUAD   -  CADILLAC SOUTH (2017)
 PL0623
 PL0623                         *CURRENT SURVEY CONTROL
 PL0623  ______________________________________________________________________
 PL0623* NAD 83(1994) POSITION- 44 12 44.54055(N) 085 24 11.97824(W)   ADJUSTED
 PL0623* NAD 83(1994) ELLIP HT-   386.477 (meters)        (02/03/97)   ADJUSTED
 PL0623* NAVD 88 ORTHO HEIGHT -   419.627 (meters)     1376.73  (feet) ADJUSTED
 PL0623  ______________________________________________________________________
 PL0623  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 PL0623  NAD 83(1994) X  -    366,992.238 (meters)                     COMP
 PL0623  NAD 83(1994) Y  - -4,564,600.409 (meters)                     COMP
 PL0623  NAD 83(1994) Z  -  4,425,305.392 (meters)                     COMP
 PL0623  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 PL0623  DYNAMIC HEIGHT  -        419.565 (meters)     1376.52  (feet) COMP
 PL0623  MODELED GRAVITY -    980,458.5   (mgal)                       NAVD 88
 PL0623
 PL0623  HORZ ORDER      -  FIRST
 PL0623  VERT ORDER      -  FIRST     CLASS II
 PL0623  ELLP ORDER      -  FOURTH    CLASS I
 PL0623
 PL0623.The horizontal coordinates were established by GPS observations
 PL0623.and adjusted by the National Geodetic Survey in February 1997.
 PL0623
 PL0623.The orthometric height was determined by differential leveling and
 PL0623.adjusted by the NATIONAL GEODETIC SURVEY
 PL0623.in October 2009.
 PL0623
 PL0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0623.GEOID18 height accuracy estimate available here.
 PL0623
 PL0623.Click photographs - Photos may exist for this station.
 PL0623
 PL0623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0623
 PL0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0623
 PL0623.The ellipsoidal height was determined by GPS observations
 PL0623.and is referenced to NAD 83.
 PL0623
 PL0623.The dynamic height is computed by dividing the NAVD 88
 PL0623.geopotential number by the normal gravity value computed on the
 PL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0623.degrees latitude (g = 980.6199 gals.).
 PL0623
 PL0623.The modeled gravity was interpolated from observed gravity values.
 PL0623
 PL0623. The following values were computed from the NAD 83(1994) position.
 PL0623
 PL0623;                    North         East     Units Scale Factor Converg.
 PL0623;SPC MI C     -   100,062.352 5,917,153.351   MT  0.99999347   -0 43 56.3
 PL0623;SPC MI C     -   328,288.56 19,413,232.78   iFT  0.99999347   -0 43 56.3
 PL0623;UTM  16      - 4,896,700.521   627,554.796   MT  0.99980010   +1 06 48.7
 PL0623
 PL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0623!SPC MI C     -   0.99993940  x   0.99999347  =   0.99993287
 PL0623!UTM  16      -   0.99993940  x   0.99980010  =   0.99973952
 PL0623
 PL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2755496700(NAD 83)
 PL0623
 PL0623                          SUPERSEDED SURVEY CONTROL
 PL0623
 PL0623  NAD 83(1986)-  44 12 44.53911(N)    085 24 11.98146(W) AD(       ) 1
 PL0623  NAVD 88 (07/27/94)  419.6    (m)  GEOID93  model used  GPS OBS        
 PL0623
 PL0623.Superseded values are not recommended for survey control.
 PL0623
 PL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0623.See file dsdata.pdf to determine how the superseded data were derived.
 PL0623
 PL0623_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0623_STAMPING: 83201 1993
 PL0623_MARK LOGO: MIDT
 PL0623_PROJECTION: FLUSH
 PL0623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0623+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0623
 PL0623  HISTORY     - Date     Condition        Report By
 PL0623  HISTORY     - 1993     MONUMENTED       MIDT
 PL0623  HISTORY     - 19960705 GOOD             USPSQD
 PL0623  HISTORY     - 20030430 GOOD             WILCOX
 PL0623  HISTORY     - 20080326 GOOD             COLEM
 PL0623
 PL0623                          STATION DESCRIPTION
 PL0623
 PL0623'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0623'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0623'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 16, T-21-N, R-9-W, CLAM
 PL0623'LAKE TOWNSHIP.  ABOUT 2.1 MI (3.4 KM) SOUTH OF CADILLAC, ABOUT 10.3
 PL0623'MI (16.6 KM) WEST OF MCBAIN, ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 PL0623'TUSTIN, AND IN THE RIGHT-OF-WAY OF UNITED STATES HIGHWAY 131.
 PL0623'TO REACH THE STATION FROM THE STATE POLICE POST IN CADILLAC, AT THE
 PL0623'JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE HIGHWAY M-55 WEST, GO
 PL0623'SOUTH 2.1 MI (3.4 KM) ALONG UNITED STATES HIGHWAY 131 TO STATION ON
 PL0623'THE LEFT AS DESCRIBED. STATION IS IN THE MEDIAN OF UNITED STATES
 PL0623'HIGHWAY 131 AT MEDIAN CROSSOVER.
 PL0623'STATION IS 20.6 FT (6.3 M) NORTHWEST FROM TOP/CENTER OF 15 INCH
 PL0623'DIAMETER CONCRETE CULVERT, 49.4 FT (15.1 M) SOUTHEAST OF CENTER OF
 PL0623'SOUTHBOUND UNITED STATES HIGHWAY 131, 46.0 FT (14.0 M) NORTHWEST OF
 PL0623'CENTER OF NORTHBOUND UNITED STATES HIGHWAY 131, 34.9 FT (10.6 M)
 PL0623'NORTHEAST OF CENTER MEDIAN CROSSOVER AND 3.0 FT (0.9 M) SOUTH OF A
 PL0623'METAL WITNESS POST WITH SIGN.
 PL0623
 PL0623                          STATION RECOVERY (1996)
 PL0623
 PL0623'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0623'RECOVERED IN GOOD CONDITION.
 PL0623
 PL0623                          STATION RECOVERY (2003)
 PL0623
 PL0623'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (JDG)
 PL0623'RECOVERED IN GOOD CONDITION.
 PL0623
 PL0623                          STATION RECOVERY (2008)
 PL0623
 PL0623'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0623'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0624 ***********************************************************************
 PL0624  DESIGNATION -  83202
 PL0624  PID         -  PL0624
 PL0624  STATE/COUNTY-  MI/WEXFORD
 PL0624  COUNTRY     -  US
 PL0624  USGS QUAD   -  JENNINGS (2017)
 PL0624
 PL0624                         *CURRENT SURVEY CONTROL
 PL0624  ______________________________________________________________________
 PL0624* NAD 83(1994) POSITION- 44 15 09.62015(N) 085 21 47.53562(W)   ADJUSTED
 PL0624* NAD 83(1994) ELLIP HT-   386.013 (meters)        (02/03/97)   ADJUSTED
 PL0624* NAVD 88 ORTHO HEIGHT -   419.184 (meters)     1375.27  (feet) ADJUSTED
 PL0624  ______________________________________________________________________
 PL0624  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 PL0624  NAD 83(1994) X  -    369,936.074 (meters)                     COMP
 PL0624  NAD 83(1994) Y  - -4,561,228.274 (meters)                     COMP
 PL0624  NAD 83(1994) Z  -  4,428,513.812 (meters)                     COMP
 PL0624  LAPLACE CORR    -          3.39  (seconds)                    DEFLEC18
 PL0624  DYNAMIC HEIGHT  -        419.125 (meters)     1375.08  (feet) COMP
 PL0624  MODELED GRAVITY -    980,464.7   (mgal)                       NAVD 88
 PL0624
 PL0624  HORZ ORDER      -  FIRST
 PL0624  VERT ORDER      -  FIRST     CLASS II
 PL0624  ELLP ORDER      -  FOURTH    CLASS I
 PL0624
 PL0624.The horizontal coordinates were established by GPS observations
 PL0624.and adjusted by the National Geodetic Survey in February 1997.
 PL0624
 PL0624.The orthometric height was determined by differential leveling and
 PL0624.adjusted by the NATIONAL GEODETIC SURVEY
 PL0624.in October 2009.
 PL0624
 PL0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0624.GEOID18 height accuracy estimate available here.
 PL0624
 PL0624.Click photographs - Photos may exist for this station.
 PL0624
 PL0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0624
 PL0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0624
 PL0624.The ellipsoidal height was determined by GPS observations
 PL0624.and is referenced to NAD 83.
 PL0624
 PL0624.The dynamic height is computed by dividing the NAVD 88
 PL0624.geopotential number by the normal gravity value computed on the
 PL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0624.degrees latitude (g = 980.6199 gals.).
 PL0624
 PL0624.The modeled gravity was interpolated from observed gravity values.
 PL0624
 PL0624. The following values were computed from the NAD 83(1994) position.
 PL0624
 PL0624;                    North         East     Units Scale Factor Converg.
 PL0624;SPC MI C     -   104,499.769 5,920,414.703   MT  0.99998483   -0 42 14.3
 PL0624;SPC MI C     -   342,847.01 19,423,932.75   iFT  0.99998483   -0 42 14.3
 PL0624;UTM  16      - 4,901,239.863   630,670.932   MT  0.99981000   +1 08 32.5
 PL0624
 PL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0624!SPC MI C     -   0.99993948  x   0.99998483  =   0.99992431
 PL0624!UTM  16      -   0.99993948  x   0.99981000  =   0.99974949
 PL0624
 PL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3067001239(NAD 83)
 PL0624
 PL0624                          SUPERSEDED SURVEY CONTROL
 PL0624
 PL0624  NAD 83(1986)-  44 15 09.61867(N)    085 21 47.53844(W) AD(       ) 1
 PL0624  NAVD 88 (07/27/94)  419.2    (m)  GEOID93  model used  GPS OBS        
 PL0624
 PL0624.Superseded values are not recommended for survey control.
 PL0624
 PL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0624.See file dsdata.pdf to determine how the superseded data were derived.
 PL0624
 PL0624_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0624_STAMPING: 83202 1993
 PL0624_MARK LOGO: MIDT
 PL0624_PROJECTION: FLUSH
 PL0624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0624+STABILITY: SURFACE MOTION
 PL0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0624+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0624
 PL0624  HISTORY     - Date     Condition        Report By
 PL0624  HISTORY     - 1993     MONUMENTED       MIDT
 PL0624  HISTORY     - 19960705 GOOD             USPSQD
 PL0624  HISTORY     - 20080326 GOOD             COLEM
 PL0624
 PL0624                          STATION DESCRIPTION
 PL0624
 PL0624'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0624'STATION IS LOCATED IN QUAD 440851 ON THE JENNINGS QUANDRANGLE MAP. IT
 PL0624'IS IN THE SOUTHEAST 1/4 OF SECTION 35, T-22-N, R-09-W, HARING
 PL0624'TOWNSHIP.  ABOUT 2 MI (3.2 KM) EAST OF CADILLAC, ABOUT 7.5 MI
 PL0624'(12.1 KM) WEST OF LAKE CITY, ABOUT 11.0 MI (17.7 KM) SOUTH OF MANTON,
 PL0624'AND ON STATE HIGHWAY M-55 RIGHT-OF-WAY.
 PL0624'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0624'HIGHWAY M-55 EAST, GO EAST 1.82 MI (2.93 KM) ALONG STATE HIGHWAY M-55
 PL0624'TO STATION ON LEFT.
 PL0624'STATION IS 90 FT (27.4 M) NORTH OF A UTILITY POLE, 72.8 FT (22.2 M)
 PL0624'SOUTH OF A UTILITY POLE, 32.5 FT (9.9 M) NORTH OF CENTER OF STATE
 PL0624'HIGHWAY M-55 AND 3 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH
 PL0624'SIGN. STATION IS BETWEEN HOUSE NUMBER 10662 AND HOUSE NUMBER 10654.
 PL0624
 PL0624                          STATION RECOVERY (1996)
 PL0624
 PL0624'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0624'RECOVERED IN GOOD CONDITION.
 PL0624
 PL0624                          STATION RECOVERY (2008)
 PL0624
 PL0624'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0624'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0625 ***********************************************************************
 PL0625  DESIGNATION -  83203
 PL0625  PID         -  PL0625
 PL0625  STATE/COUNTY-  MI/WEXFORD
 PL0625  COUNTRY     -  US
 PL0625  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0625
 PL0625                         *CURRENT SURVEY CONTROL
 PL0625  ______________________________________________________________________
 PL0625* NAD 83(1994) POSITION- 44 15 29.21930(N) 085 23 44.80464(W)   ADJUSTED
 PL0625* NAD 83(1994) ELLIP HT-   402.303 (meters)        (02/03/97)   ADJUSTED
 PL0625* NAVD 88 ORTHO HEIGHT -   435.523 (meters)     1428.88  (feet) ADJUSTED
 PL0625  ______________________________________________________________________
 PL0625  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 PL0625  NAD 83(1994) X  -    367,309.837 (meters)                     COMP
 PL0625  NAD 83(1994) Y  - -4,561,028.659 (meters)                     COMP
 PL0625  NAD 83(1994) Z  -  4,428,958.491 (meters)                     COMP
 PL0625  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 PL0625  DYNAMIC HEIGHT  -        435.462 (meters)     1428.68  (feet) COMP
 PL0625  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 PL0625
 PL0625  HORZ ORDER      -  FIRST
 PL0625  VERT ORDER      -  FIRST     CLASS II
 PL0625  ELLP ORDER      -  FOURTH    CLASS I
 PL0625
 PL0625.This mark is at Wexford County Airport (CAD)
 PL0625
 PL0625.The horizontal coordinates were established by GPS observations
 PL0625.and adjusted by the National Geodetic Survey in February 1997.
 PL0625
 PL0625.The orthometric height was determined by differential leveling and
 PL0625.adjusted by the NATIONAL GEODETIC SURVEY
 PL0625.in October 2009.
 PL0625
 PL0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0625.GEOID18 height accuracy estimate available here.
 PL0625
 PL0625.Click photographs - Photos may exist for this station.
 PL0625
 PL0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0625
 PL0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0625
 PL0625.The ellipsoidal height was determined by GPS observations
 PL0625.and is referenced to NAD 83.
 PL0625
 PL0625.The dynamic height is computed by dividing the NAVD 88
 PL0625.geopotential number by the normal gravity value computed on the
 PL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0625.degrees latitude (g = 980.6199 gals.).
 PL0625
 PL0625.The modeled gravity was interpolated from observed gravity values.
 PL0625
 PL0625. The following values were computed from the NAD 83(1994) position.
 PL0625
 PL0625;                    North         East     Units Scale Factor Converg.
 PL0625;SPC MI C     -   105,137.142 5,917,821.039   MT  0.99998370   -0 43 37.1
 PL0625;SPC MI C     -   344,938.13 19,415,423.36   iFT  0.99998370   -0 43 37.1
 PL0625;UTM  16      - 4,901,793.232   628,058.544   MT  0.99980168   +1 07 11.0
 PL0625
 PL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0625!SPC MI C     -   0.99993692  x   0.99998370  =   0.99992062
 PL0625!UTM  16      -   0.99993692  x   0.99980168  =   0.99973862
 PL0625
 PL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2805801793(NAD 83)
 PL0625
 PL0625                          SUPERSEDED SURVEY CONTROL
 PL0625
 PL0625  NAD 83(1986)-  44 15 29.21786(N)    085 23 44.80787(W) AD(       ) 1
 PL0625  NAVD 88 (07/27/94)  435.5    (m)  GEOID93  model used  GPS OBS        
 PL0625
 PL0625.Superseded values are not recommended for survey control.
 PL0625
 PL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0625.See file dsdata.pdf to determine how the superseded data were derived.
 PL0625
 PL0625_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0625_STAMPING: 83203 1993
 PL0625_MARK LOGO: MIDT
 PL0625_PROJECTION: FLUSH
 PL0625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0625+STABILITY: SURFACE MOTION
 PL0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0625+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0625
 PL0625  HISTORY     - Date     Condition        Report By
 PL0625  HISTORY     - 1993     MONUMENTED       MIDT
 PL0625  HISTORY     - 19960705 GOOD             USPSQD
 PL0625  HISTORY     - 20070930 GOOD             WOOLPT
 PL0625  HISTORY     - 20080326 GOOD             COLEM
 PL0625
 PL0625                          STATION DESCRIPTION
 PL0625
 PL0625'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0625'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0625'MAP.  IT IS IN THE CITY OF CADILLAC, NEAR THE EAST LINE OF THE
 PL0625'SOUTHEAST 1/4 OF SECTION 33, T-22-N, R-9-W, HARING TOWNSHIP. ABOUT
 PL0625'0.1 MI (0.2 KM) WEST OF MCKINLEY SCHOOL, ABOUT 1.8 MI (2.9 KM)
 PL0625'SOUTHEAST OF CADILLAC AIRPORT BEACON AND ABOUT 0.6 MILE (1.0 KM)
 PL0625'NORTHEAST OF CADILLAC CITY HALL.
 PL0625'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0625'HIGHWAY M-55 EAST IN CADILLAC, GO NORTH 0.3 MI (0.5 KM) ALONG UNITED
 PL0625'STATES HIGHWAY 131 TO EAST NORTH STREET. TURN RIGHT AND GO EAST 0.405
 PL0625'MI (0.652 KM) ALONG EAST NORTH STREET TO STATION ON LEFT AS
 PL0625'DESCRIBED. STATION IS LOCATED ON TOP OF HILL WEST OF MCKINLEY
 PL0625'ELEMENTARY SCHOOL.
 PL0625'STATION IS 175.0 FT (53.3 M) NORTHERLY OF CENTER OF PAVEMENT OF EAST
 PL0625'NORTH STREET, 89.6 FT (27.3 M) NORTHWESTERLY OF A 19 INCH OAK WITH
 PL0625'TAG 6.5 FT (2.0 M) ABOVE GROUND, 122.5 FT (37.3 M) NORTHWESTERLY OF A
 PL0625'UTILITY POLE, 151.5 FT (46.2 M) NORTHWEST OF A 15 INCH OAK AND 3.0 FT
 PL0625'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0625
 PL0625                          STATION RECOVERY (1996)
 PL0625
 PL0625'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0625'RECOVERED IN GOOD CONDITION.
 PL0625
 PL0625                          STATION RECOVERY (2007)
 PL0625
 PL0625'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (BJM)
 PL0625'RECOVERED AS DESCRIBED.
 PL0625
 PL0625                          STATION RECOVERY (2008)
 PL0625
 PL0625'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0625'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0626 ***********************************************************************
 PL0626  DESIGNATION -  83204
 PL0626  PID         -  PL0626
 PL0626  STATE/COUNTY-  MI/WEXFORD
 PL0626  COUNTRY     -  US
 PL0626  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0626
 PL0626                         *CURRENT SURVEY CONTROL
 PL0626  ______________________________________________________________________
 PL0626* NAD 83(1994) POSITION- 44 19 18.55269(N) 085 23 53.29903(W)   ADJUSTED
 PL0626* NAD 83(1994) ELLIP HT-   382.469 (meters)        (02/03/97)   ADJUSTED
 PL0626* NAVD 88 ORTHO HEIGHT -   415.8   (meters)     1364.    (feet) GPS OBS
 PL0626  ______________________________________________________________________
 PL0626  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0626  GEOID HEIGHT    -        -32.940 (meters)                     GEOID93
 PL0626  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 PL0626  NAD 83(1994) X  -    366,724.263 (meters)                     COMP
 PL0626  NAD 83(1994) Y  - -4,556,102.329 (meters)                     COMP
 PL0626  NAD 83(1994) Z  -  4,434,011.938 (meters)                     COMP
 PL0626  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 PL0626  HORZ ORDER      -  FIRST
 PL0626  ELLP ORDER      -  FOURTH    CLASS I
 PL0626
 PL0626.The horizontal coordinates were established by GPS observations
 PL0626.and adjusted by the National Geodetic Survey in February 1997.
 PL0626
 PL0626.The orthometric height was determined by GPS observations and a
 PL0626.high-resolution geoid model.
 PL0626
 PL0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0626.GEOID18 height accuracy estimate available here.
 PL0626
 PL0626.Click photographs - Photos may exist for this station.
 PL0626
 PL0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0626
 PL0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0626
 PL0626.The ellipsoidal height was determined by GPS observations
 PL0626.and is referenced to NAD 83.
 PL0626
 PL0626. The following values were computed from the NAD 83(1994) position.
 PL0626
 PL0626;                    North         East     Units Scale Factor Converg.
 PL0626;SPC MI C     -   112,217.426 5,917,722.644   MT  0.99997113   -0 43 43.1
 PL0626;SPC MI C     -   368,167.41 19,415,100.54   iFT  0.99997113   -0 43 43.1
 PL0626;UTM  16      - 4,908,865.419   627,732.013   MT  0.99980065   +1 07 09.7
 PL0626
 PL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0626!SPC MI C     -   0.99994003  x   0.99997113  =   0.99991116
 PL0626!UTM  16      -   0.99994003  x   0.99980065  =   0.99974069
 PL0626
 PL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2773208865(NAD 83)
 PL0626
 PL0626                          SUPERSEDED SURVEY CONTROL
 PL0626
 PL0626  NAD 83(1986)-  44 19 18.55123(N)    085 23 53.29997(W) AD(       ) 1
 PL0626
 PL0626.Superseded values are not recommended for survey control.
 PL0626
 PL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0626.See file dsdata.pdf to determine how the superseded data were derived.
 PL0626
 PL0626_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0626_STAMPING: 83204 1993
 PL0626_MARK LOGO: MIDT
 PL0626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0626+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0626
 PL0626  HISTORY     - Date     Condition        Report By
 PL0626  HISTORY     - 1993     MONUMENTED       MIDT
 PL0626  HISTORY     - 19960705 GOOD             USPSQD
 PL0626
 PL0626                          STATION DESCRIPTION
 PL0626
 PL0626'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0626'THE STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0626'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-22-N, R-9-W, HARING
 PL0626'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) NORTH OF CADILLAC, ABOUT 6.2 MI
 PL0626'(10.0 KM) SOUTH OF MANTON, ABOUT 9.0 MI (14.5 KM) NORTHWEST OF LAKE
 PL0626'CITY, ON THE PIPELINE PROPERTY AND ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF
 PL0626'THE INTERSECTION OF THE PIPELINE CROSSING AT UNITED STATES HIGHWAY
 PL0626'131.
 PL0626'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-55 EAST AND UNITED
 PL0626'STAEDS HIGHWAY 131 IN CADILLAC, GO NORTH 4.9 MI (7.9 KM) ALONG UNITED
 PL0626'STATES HIGHWAY 131 TO A TWO-TRACK ROAD EAST. TURN RIGHT AND GO
 PL0626'EASTERLY 0.1 MI (0.2 KM) ALONG TWO-TRACK ROAD TO A FORK, TAKING THE
 PL0626'RIGHT FORK AND CONTINUE GOING EASTERLY 0.25 MI (0.40 KM) ALONG
 PL0626'TWO-TRACK ROAD TO THE GAS PIPELINE CLEARING. TURN RIGHT AND GO
 PL0626'SOUTHERLY 0.1 MI (0.2 KM) ALONG TWO-TRACK ROAD IN GAS PIPELINE
 PL0626'CLEARING TO STATION AS DESCRIBED.
 PL0626'THE STATION IS AT THE HIGHPOINT OF ROLLING TERRAIN, 44.0 FT. EAST OF A
 PL0626'14-INCH POPLAR, 36.0 FT (11.0 M) WEST OF A CLUMP OF 4 12-INCH MAPLES,
 PL0626'51.0 FT. SOUTHWEST OF A TWIN TRUNKED 14-INCH OAK AND 720.0 FT.
 PL0626'NORTHWEST OF A FENCE LINE CROSSING THE GAS LINE.
 PL0626
 PL0626                          STATION RECOVERY (1996)
 PL0626
 PL0626'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0627 ***********************************************************************
 PL0627  DESIGNATION -  83205
 PL0627  PID         -  PL0627
 PL0627  STATE/COUNTY-  MI/WEXFORD
 PL0627  COUNTRY     -  US
 PL0627  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0627
 PL0627                         *CURRENT SURVEY CONTROL
 PL0627  ______________________________________________________________________
 PL0627* NAD 83(1994) POSITION- 44 19 48.48308(N) 085 24 13.67796(W)   ADJUSTED
 PL0627* NAD 83(1994) ELLIP HT-   386.577 (meters)        (02/03/97)   ADJUSTED
 PL0627* NAVD 88 ORTHO HEIGHT -   419.9   (meters)     1378.    (feet) GPS OBS
 PL0627  ______________________________________________________________________
 PL0627  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0627  GEOID HEIGHT    -        -32.960 (meters)                     GEOID93
 PL0627  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 PL0627  NAD 83(1994) X  -    366,222.624 (meters)                     COMP
 PL0627  NAD 83(1994) Y  - -4,555,497.982 (meters)                     COMP
 PL0627  NAD 83(1994) Z  -  4,434,675.741 (meters)                     COMP
 PL0627  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 PL0627  HORZ ORDER      -  FIRST
 PL0627  ELLP ORDER      -  FOURTH    CLASS I
 PL0627
 PL0627.The horizontal coordinates were established by GPS observations
 PL0627.and adjusted by the National Geodetic Survey in February 1997.
 PL0627
 PL0627.The orthometric height was determined by GPS observations and a
 PL0627.high-resolution geoid model.
 PL0627
 PL0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0627.GEOID18 height accuracy estimate available here.
 PL0627
 PL0627.Click photographs - Photos may exist for this station.
 PL0627
 PL0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0627
 PL0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0627
 PL0627.The ellipsoidal height was determined by GPS observations
 PL0627.and is referenced to NAD 83.
 PL0627
 PL0627. The following values were computed from the NAD 83(1994) position.
 PL0627
 PL0627;                    North         East     Units Scale Factor Converg.
 PL0627;SPC MI C     -   113,146.921 5,917,282.935   MT  0.99996958   -0 43 57.5
 PL0627;SPC MI C     -   371,216.93 19,413,657.92   iFT  0.99996958   -0 43 57.5
 PL0627;UTM  16      - 4,909,780.094   627,262.637   MT  0.99979918   +1 06 56.0
 PL0627
 PL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0627!SPC MI C     -   0.99993939  x   0.99996958  =   0.99990897
 PL0627!UTM  16      -   0.99993939  x   0.99979918  =   0.99973858
 PL0627
 PL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2726209780(NAD 83)
 PL0627
 PL0627                          SUPERSEDED SURVEY CONTROL
 PL0627
 PL0627  NAD 83(1986)-  44 19 48.48151(N)    085 24 13.68026(W) AD(       ) 1
 PL0627
 PL0627.Superseded values are not recommended for survey control.
 PL0627
 PL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0627.See file dsdata.pdf to determine how the superseded data were derived.
 PL0627
 PL0627_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0627_STAMPING: 83205 1993
 PL0627_MARK LOGO: MIDT
 PL0627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0627+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0627
 PL0627  HISTORY     - Date     Condition        Report By
 PL0627  HISTORY     - 1993     MONUMENTED       MIDT
 PL0627  HISTORY     - 19960705 GOOD             USPSQD
 PL0627
 PL0627                          STATION DESCRIPTION
 PL0627
 PL0627'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0627'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0627'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-22-N, R-9-W, HARING
 PL0627'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTH OF MANTON, ABOUT 5 MI
 PL0627'(8.0 KM) NORTH OF CADILLAC AND ABOUT 14 MI (22.5 KM) SOUTHEAST OF
 PL0627'MESICK.
 PL0627'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0627'HIGHWAY M-55 EAST IN CADILLAC, GO NORTH 2.3 MI (3.7 KM) ALONG UNITED
 PL0627'STATES HIGHWAY 131 TO COUNTY ROAD NUMBER 34.  CONTINUE NORTH 3.5 MI
 PL0627'(5.6 KM) ALONG UNITED STATES HIGHWAY 131 TO A TWO-TRACK DIRT ROAD ON
 PL0627'THE LEFT. TURN LEFT AND GO WEST 228.0 FT (69.5 M) ALONG TWO-TRACK
 PL0627'DIRT ROAD TO GAS PIPELINE AND STATION ON THE RIGHT.
 PL0627'STATION IS 228.0 FT (69.5 M) WEST OF CENTER OF UNITED STATES HIGHWAY
 PL0627'131, 60.0 FT (18.3 M) NORTHEAST OF SCOTCH PINE, 128.0 FT (39.0 M)
 PL0627'SOUTHEAST OF UTILITY POLE, 157.0 FT (47.9 M) NORTHWEST OF UTILITY POLE
 PL0627'AND 3 FT (0.9 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 PL0627
 PL0627                          STATION RECOVERY (1996)
 PL0627
 PL0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0628 ***********************************************************************
 PL0628  DESIGNATION -  83206
 PL0628  PID         -  PL0628
 PL0628  STATE/COUNTY-  MI/WEXFORD
 PL0628  COUNTRY     -  US
 PL0628  USGS QUAD   -  MANTON (2017)
 PL0628
 PL0628                         *CURRENT SURVEY CONTROL
 PL0628  ______________________________________________________________________
 PL0628* NAD 83(1994) POSITION- 44 22 55.75885(N) 085 23 51.71432(W)   ADJUSTED
 PL0628* NAD 83(1994) ELLIP HT-   365.899 (meters)        (02/03/97)   ADJUSTED
 PL0628* NAVD 88 ORTHO HEIGHT -   399.4   (meters)     1310.    (feet) GPS OBS
 PL0628  ______________________________________________________________________
 PL0628  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0628  GEOID HEIGHT    -        -33.050 (meters)                     GEOID93
 PL0628  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 PL0628  NAD 83(1994) X  -    366,382.231 (meters)                     COMP
 PL0628  NAD 83(1994) Y  - -4,551,415.748 (meters)                     COMP
 PL0628  NAD 83(1994) Z  -  4,438,794.659 (meters)                     COMP
 PL0628  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 PL0628  HORZ ORDER      -  FIRST
 PL0628  ELLP ORDER      -  FOURTH    CLASS I
 PL0628
 PL0628.The horizontal coordinates were established by GPS observations
 PL0628.and adjusted by the National Geodetic Survey in February 1997.
 PL0628
 PL0628.The orthometric height was determined by GPS observations and a
 PL0628.high-resolution geoid model.
 PL0628
 PL0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0628.GEOID18 height accuracy estimate available here.
 PL0628
 PL0628.Click photographs - Photos may exist for this station.
 PL0628
 PL0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0628
 PL0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0628
 PL0628.The ellipsoidal height was determined by GPS observations
 PL0628.and is referenced to NAD 83.
 PL0628
 PL0628. The following values were computed from the NAD 83(1994) position.
 PL0628
 PL0628;                    North         East     Units Scale Factor Converg.
 PL0628;SPC MI C     -   118,920.584 5,917,842.974   MT  0.99996036   -0 43 42.0
 PL0628;SPC MI C     -   390,159.40 19,415,495.32   iFT  0.99996036   -0 43 42.0
 PL0628;UTM  16      - 4,915,567.863   627,636.063   MT  0.99980035   +1 07 15.1
 PL0628
 PL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0628!SPC MI C     -   0.99994263  x   0.99996036  =   0.99990299
 PL0628!UTM  16      -   0.99994263  x   0.99980035  =   0.99974299
 PL0628
 PL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2763615567(NAD 83)
 PL0628
 PL0628                          SUPERSEDED SURVEY CONTROL
 PL0628
 PL0628  NAD 83(1986)-  44 22 55.75731(N)    085 23 51.71468(W) AD(       ) 1
 PL0628
 PL0628.Superseded values are not recommended for survey control.
 PL0628
 PL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0628.See file dsdata.pdf to determine how the superseded data were derived.
 PL0628
 PL0628_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0628_STAMPING: 83206 1993
 PL0628_MARK LOGO: MIDT
 PL0628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0628+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 PL0628
 PL0628  HISTORY     - Date     Condition        Report By
 PL0628  HISTORY     - 1993     MONUMENTED       MIDT
 PL0628  HISTORY     - 19960705 GOOD             USPSQD
 PL0628  HISTORY     - 20111128 GOOD             GOUFRA
 PL0628  HISTORY     - 20250723 GOOD             MIDT
 PL0628
 PL0628                          STATION DESCRIPTION
 PL0628
 PL0628'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0628'THE STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP. IT
 PL0628'IS IN THE NORTHWEST 1/4 OF SECTION 22, T-23-N, R-9-W, CEDAR CREEK
 PL0628'TOWNSHIP.  ABOUT 2.2 MI (3.5 KM) SOUTH OF MANTON, ABOUT 8.6 MI
 PL0628'(13.8 KM) NORTH OF CADILLAC AND ABOUT 16 MI (25.7 KM) SOUTHEAST OF
 PL0628'MESICK.
 PL0628'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0628'AND STATE HIGHWAY M-42 EAST IN MANTON, GO SOUTH 1.6 MI (2.6 KM) ALONG
 PL0628'UNITED STATES HIGHWAY 131 TO STATION ON LEFT, AS DESCRIBED.
 PL0628'STATION IS 42.0 FT (12.8 M) EAST OF CENTER OF UNITED STATES HIGHWAY
 PL0628'131, 60.0 FT (18.3 M) SOUTHWEST OF TELEPHONE PEDESTAL, 68.0 FT.
 PL0628'SOUTHWEST OF A GATE POST, 82.0 FT (25.0 M) SOUTHWEST OF 6 INCH BLACK
 PL0628'BIRCH TREE AND 7.0 FT (2.1 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 PL0628
 PL0628                          STATION RECOVERY (1996)
 PL0628
 PL0628'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0628'RECOVERED IN GOOD CONDITION.
 PL0628
 PL0628                          STATION RECOVERY (2011)
 PL0628
 PL0628'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TMK)
 PL0628'RECOVERED IN GOOD CONDITION.
 PL0628
 PL0628                          STATION RECOVERY (2025)
 PL0628
 PL0628'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PL0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0629 ***********************************************************************
 PL0629  DESIGNATION -  83207
 PL0629  PID         -  PL0629
 PL0629  STATE/COUNTY-  MI/WEXFORD
 PL0629  COUNTRY     -  US
 PL0629  USGS QUAD   -  MANTON (2017)
 PL0629
 PL0629                         *CURRENT SURVEY CONTROL
 PL0629  ______________________________________________________________________
 PL0629* NAD 83(1994) POSITION- 44 24 03.00553(N) 085 23 52.89188(W)   ADJUSTED
 PL0629* NAD 83(1994) ELLIP HT-   314.606 (meters)        (02/03/97)   ADJUSTED
 PL0629* NAVD 88 ORTHO HEIGHT -   348.1   (meters)     1142.    (feet) GPS OBS
 PL0629  ______________________________________________________________________
 PL0629  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0629  GEOID HEIGHT    -        -33.080 (meters)                     GEOID93
 PL0629  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 PL0629  NAD 83(1994) X  -    366,236.797 (meters)                     COMP
 PL0629  NAD 83(1994) Y  - -4,549,933.853 (meters)                     COMP
 PL0629  NAD 83(1994) Z  -  4,440,242.088 (meters)                     COMP
 PL0629  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 PL0629  HORZ ORDER      -  FIRST
 PL0629  ELLP ORDER      -  FOURTH    CLASS I
 PL0629
 PL0629.The horizontal coordinates were established by GPS observations
 PL0629.and adjusted by the National Geodetic Survey in February 1997.
 PL0629
 PL0629.The orthometric height was determined by GPS observations and a
 PL0629.high-resolution geoid model.
 PL0629
 PL0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0629.GEOID18 height accuracy estimate available here.
 PL0629
 PL0629.Click photographs - Photos may exist for this station.
 PL0629
 PL0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0629
 PL0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0629
 PL0629.The ellipsoidal height was determined by GPS observations
 PL0629.and is referenced to NAD 83.
 PL0629
 PL0629. The following values were computed from the NAD 83(1994) position.
 PL0629
 PL0629;                    North         East     Units Scale Factor Converg.
 PL0629;SPC MI C     -   120,996.341 5,917,843.303   MT  0.99995724   -0 43 42.8
 PL0629;SPC MI C     -   396,969.62 19,415,496.40   iFT  0.99995724   -0 43 42.8
 PL0629;UTM  16      - 4,917,642.220   627,569.413   MT  0.99980014   +1 07 15.6
 PL0629
 PL0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0629!SPC MI C     -   0.99995067  x   0.99995724  =   0.99990792
 PL0629!UTM  16      -   0.99995067  x   0.99980014  =   0.99975082
 PL0629
 PL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2756917642(NAD 83)
 PL0629
 PL0629                          SUPERSEDED SURVEY CONTROL
 PL0629
 PL0629  NAD 83(1986)-  44 24 03.00399(N)    085 23 52.89224(W) AD(       ) 1
 PL0629
 PL0629.Superseded values are not recommended for survey control.
 PL0629
 PL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0629.See file dsdata.pdf to determine how the superseded data were derived.
 PL0629
 PL0629_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0629_STAMPING: 83207 1993
 PL0629_MARK LOGO: MIDT
 PL0629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0629+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2011
 PL0629
 PL0629  HISTORY     - Date     Condition        Report By
 PL0629  HISTORY     - 1993     MONUMENTED       MIDT
 PL0629  HISTORY     - 19960705 GOOD             USPSQD
 PL0629  HISTORY     - 20111128 GOOD             GOUFRA
 PL0629
 PL0629                          STATION DESCRIPTION
 PL0629
 PL0629'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0629'THE STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP. IT
 PL0629'IS IN THE SOUTHWEST 1/4 OF SECTION 10, T-23-N, R-9-W, CEDAR CREEK
 PL0629'TOWNSHIP.  ABOUT 0.8 MI (1.3 KM) SOUTH OF MANTON, ABOUT 16 MI
 PL0629'(25.7 KM) EAST OF MESICK AND ABOUT 10.0 MI (16.1 KM) NORTH OF
 PL0629'CADILLAC.
 PL0629'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0629'AND STATE HIGHWAY M-42 EAST IN MANTON, GO SOUTH 0.2 MI (0.3 KM) ALONG
 PL0629'UNITED STATES HIGHWAY 131 TO STATION ON LEFT AS DESCRIBED.
 PL0629'STATION IS 82.6 FT. SOUTH OF A UTILITY POLE, 22.0 FT (6.7 M) NORTHWEST
 PL0629'OF A GUY WIRE ANCHOR, 17.4 FT (5.3 M) NORTH OF A UTILITY POLE, 46.4
 PL0629'FT. EAST OF CENTER OF UNITED STATES HIGHWAY 131 AND 3.0 FT (0.9 M)
 PL0629'SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0629
 PL0629                          STATION RECOVERY (1996)
 PL0629
 PL0629'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0629'RECOVERED IN GOOD CONDITION.
 PL0629
 PL0629                          STATION RECOVERY (2011)
 PL0629
 PL0629'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TMK)
 PL0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0630 ***********************************************************************
 PL0630  DESIGNATION -  83209
 PL0630  PID         -  PL0630
 PL0630  STATE/COUNTY-  MI/WEXFORD
 PL0630  COUNTRY     -  US
 PL0630  USGS QUAD   -  MANTON (2017)
 PL0630
 PL0630                         *CURRENT SURVEY CONTROL
 PL0630  ______________________________________________________________________
 PL0630* NAD 83(1994) POSITION- 44 28 48.75971(N) 085 24 22.36890(W)   ADJUSTED
 PL0630* NAD 83(1994) ELLIP HT-   271.528 (meters)        (02/03/97)   ADJUSTED
 PL0630* NAVD 88 ORTHO HEIGHT -   305.2   (meters)     1001.    (feet) GPS OBS
 PL0630  ______________________________________________________________________
 PL0630  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0630  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 PL0630  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 PL0630  NAD 83(1994) X  -    365,089.463 (meters)                     COMP
 PL0630  NAD 83(1994) Y  - -4,543,799.314 (meters)                     COMP
 PL0630  NAD 83(1994) Z  -  4,446,509.745 (meters)                     COMP
 PL0630  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 PL0630  HORZ ORDER      -  FIRST
 PL0630  ELLP ORDER      -  FOURTH    CLASS I
 PL0630
 PL0630.The horizontal coordinates were established by GPS observations
 PL0630.and adjusted by the National Geodetic Survey in February 1997.
 PL0630
 PL0630.The orthometric height was determined by GPS observations and a
 PL0630.high-resolution geoid model.
 PL0630
 PL0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0630.GEOID18 height accuracy estimate available here.
 PL0630
 PL0630.Click photographs - Photos may exist for this station.
 PL0630
 PL0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0630
 PL0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0630
 PL0630.The ellipsoidal height was determined by GPS observations
 PL0630.and is referenced to NAD 83.
 PL0630
 PL0630. The following values were computed from the NAD 83(1994) position.
 PL0630
 PL0630;                    North         East     Units Scale Factor Converg.
 PL0630;SPC MI C     -   129,823.858 5,917,304.128   MT  0.99994518   -0 44 03.6
 PL0630;SPC MI C     -   425,931.29 19,413,727.45   iFT  0.99994518   -0 44 03.6
 PL0630;UTM  16      - 4,926,446.384   626,745.606   MT  0.99979756   +1 07 00.7
 PL0630
 PL0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0630!SPC MI C     -   0.99995743  x   0.99994518  =   0.99990261
 PL0630!UTM  16      -   0.99995743  x   0.99979756  =   0.99975500
 PL0630
 PL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2674526446(NAD 83)
 PL0630
 PL0630                          SUPERSEDED SURVEY CONTROL
 PL0630
 PL0630  NAD 83(1986)-  44 28 48.75745(N)    085 24 22.36935(W) AD(       ) 1
 PL0630
 PL0630.Superseded values are not recommended for survey control.
 PL0630
 PL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0630.See file dsdata.pdf to determine how the superseded data were derived.
 PL0630
 PL0630_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0630_STAMPING: 83209 1993
 PL0630_MARK LOGO: MIDT
 PL0630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0630+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0630
 PL0630  HISTORY     - Date     Condition        Report By
 PL0630  HISTORY     - 1993     MONUMENTED       MIDT
 PL0630  HISTORY     - 19960706 GOOD             USPSQD
 PL0630
 PL0630                          STATION DESCRIPTION
 PL0630
 PL0630'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0630'STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP.  IT IS
 PL0630'IN THE NORTHEAST 1/4 OF SECTION 16, T-24-N, R-9-W, LIBERTY TOWNSHIP.
 PL0630'ABOUT 5 MI (8.0 KM) NORTH OF MANTON, ABOUT 18 MI (29.0 KM) NORTHEAST
 PL0630'OF MESICK AND ABOUT 3.25 MI (5.23 KM) SOUTH OF WALTON.
 PL0630'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0630'AND STATE HIGHWAY M-42 WEST IN MANTON, GO NORTH 4.95 MI (7.97 KM)
 PL0630'ALONG UNITED STATES HIGHWAY 131 TO STATION ON RIGHT AS DESCRIBED.
 PL0630'STATION IS 0.25 MI (0.40 KM) SOUTH OF THE MANISTEE RIVER.
 PL0630'STATION IS 35.5 FT (10.8 M) NORTHEAST OF A HIGHWAY STOP SIGN, 60.1
 PL0630'FT (18.3 M) EAST OF THE CENTER OF UNITED STATES HIGHWAY 131, 45.5 FT
 PL0630'(13.9 M) NORTH OF THE MIDDLE OF A GRAVEL COUNTY ROAD NUMBER 6, AND
 PL0630'82.2 FT (25.1 M) SOUTHEAST OF A HIGHWAY SIGN US 131 AND 3 FT
 PL0630'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0630
 PL0630                          STATION RECOVERY (1996)
 PL0630
 PL0630'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0631 ***********************************************************************
 PL0631  DESIGNATION -  83210
 PL0631  PID         -  PL0631
 PL0631  STATE/COUNTY-  MI/WEXFORD
 PL0631  COUNTRY     -  US
 PL0631  USGS QUAD   -  MANTON (2017)
 PL0631
 PL0631                         *CURRENT SURVEY CONTROL
 PL0631  ______________________________________________________________________
 PL0631* NAD 83(1994) POSITION- 44 29 49.89397(N) 085 24 22.04275(W)   ADJUSTED
 PL0631* NAD 83(1994) ELLIP HT-   269.361 (meters)        (02/03/97)   ADJUSTED
 PL0631* NAVD 88 ORTHO HEIGHT -   303.0   (meters)      994.    (feet) GPS OBS
 PL0631  ______________________________________________________________________
 PL0631  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0631  GEOID HEIGHT    -        -33.290 (meters)                     GEOID93
 PL0631  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 PL0631  NAD 83(1994) X  -    364,990.607 (meters)                     COMP
 PL0631  NAD 83(1994) Y  - -4,542,479.009 (meters)                     COMP
 PL0631  NAD 83(1994) Z  -  4,447,854.478 (meters)                     COMP
 PL0631  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 PL0631  HORZ ORDER      -  FIRST
 PL0631  ELLP ORDER      -  FOURTH    CLASS I
 PL0631
 PL0631.The horizontal coordinates were established by GPS observations
 PL0631.and adjusted by the National Geodetic Survey in February 1997.
 PL0631
 PL0631.The orthometric height was determined by GPS observations and a
 PL0631.high-resolution geoid model.
 PL0631
 PL0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0631.GEOID18 height accuracy estimate available here.
 PL0631
 PL0631.Click photographs - Photos may exist for this station.
 PL0631
 PL0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0631
 PL0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0631
 PL0631.The ellipsoidal height was determined by GPS observations
 PL0631.and is referenced to NAD 83.
 PL0631
 PL0631. The following values were computed from the NAD 83(1994) position.
 PL0631
 PL0631;                    North         East     Units Scale Factor Converg.
 PL0631;SPC MI C     -   131,710.546 5,917,335.516   MT  0.99994284   -0 44 03.4
 PL0631;SPC MI C     -   432,121.21 19,413,830.43   iFT  0.99994284   -0 44 03.4
 PL0631;UTM  16      - 4,928,332.825   626,716.030   MT  0.99979746   +1 07 02.1
 PL0631
 PL0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0631!SPC MI C     -   0.99995777  x   0.99994284  =   0.99990061
 PL0631!UTM  16      -   0.99995777  x   0.99979746  =   0.99975524
 PL0631
 PL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2671628332(NAD 83)
 PL0631
 PL0631                          SUPERSEDED SURVEY CONTROL
 PL0631
 PL0631  NAD 83(1986)-  44 29 49.89170(N)    085 24 22.04321(W) AD(       ) 1
 PL0631
 PL0631.Superseded values are not recommended for survey control.
 PL0631
 PL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0631.See file dsdata.pdf to determine how the superseded data were derived.
 PL0631
 PL0631_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0631_STAMPING: 83210 1993
 PL0631_MARK LOGO: MIDT
 PL0631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0631+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0631
 PL0631  HISTORY     - Date     Condition        Report By
 PL0631  HISTORY     - 1993     MONUMENTED       MIDT
 PL0631  HISTORY     - 19960706 GOOD             USPSQD
 PL0631
 PL0631                          STATION DESCRIPTION
 PL0631
 PL0631'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0631'STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP.  IT IS
 PL0631'IN THE SOUTHWEST 1/4 OF SECTION 4, T-24-N, R-9-W, LIBERTY TOWNSHIP.
 PL0631'ABOUT 17.5 MI (28.2 KM) NORTHEAST FROM MESICK, ABOUT 6.5 MI
 PL0631'(10.5 KM) NORTH FROM MANTON AND ABOUT 16 MI (25.7 KM) NORTHWEST FROM
 PL0631'LAKE CITY.
 PL0631'TO REACH FROM JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE HIGHWAY
 PL0631'M-42 WEST IN MANTON, GO NORTH 5.5 MI (8.9 KM) ALONG UNITED STATES
 PL0631'HIGHWAY 131 TO BRIDGE CROSSING THE MANISTEE RIVER, CONTINUE NORTH 0.9
 PL0631'MI (1.4 KM) TO THE STATION ON LEFT.  STATION IS IN THE NORTHWEST
 PL0631'QUADRANT OF COUNTY ROAD E 4 (DIRT TRAIL) AT JUNCTION UNITED STATES
 PL0631'HIGHWAY 131.
 PL0631'STATION IS 40.0 FT (12.2 M) SOUTH OF CENTER OF A CONCRETE HEADWALL,
 PL0631'36.8 FT (11.2 M) NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 PL0631'HEADWALL, 33.0 FT (10.1 M) WEST OF THE CENTER OF PAVEMENT OF UNITED
 PL0631'STATES HIGHWAY 131, 31.0 FT (9.4 M) NORTH OF CENTER OF COUNTY ROAD E
 PL0631'4, AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0631
 PL0631                          STATION RECOVERY (1996)
 PL0631
 PL0631'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5039 ***********************************************************************
 DL5039  DESIGNATION -  83602
 DL5039  PID         -  DL5039
 DL5039  STATE/COUNTY-  MI/WEXFORD
 DL5039  COUNTRY     -  US
 DL5039  USGS QUAD   -  CADILLAC SOUTH (2017)
 DL5039
 DL5039                         *CURRENT SURVEY CONTROL
 DL5039  ______________________________________________________________________
 DL5039* NAD 83(1986) POSITION- 44 14 22.39   (N) 085 27 18.57   (W)   HD_HELD1
 DL5039* NAVD 88 ORTHO HEIGHT -   396.494 (meters)     1300.83  (feet) ADJUSTED
 DL5039  ______________________________________________________________________
 DL5039  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 DL5039  DYNAMIC HEIGHT  -        396.435 (meters)     1300.64  (feet) COMP
 DL5039  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DL5039
 DL5039  VERT ORDER      -  FIRST     CLASS II
 DL5039
 DL5039.The horizontal coordinates were determined by differentially corrected
 DL5039.hand held GPS observations or other comparable positioning techniques
 DL5039.and have an estimated accuracy of +/- 3 meters.
 DL5039
 DL5039.The orthometric height was determined by differential leveling and
 DL5039.adjusted by the NATIONAL GEODETIC SURVEY
 DL5039.in October 2009.
 DL5039
 DL5039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5039.GEOID18 height accuracy estimate available here.
 DL5039
 DL5039.Click photographs - Photos may exist for this station.
 DL5039
 DL5039.The dynamic height is computed by dividing the NAVD 88
 DL5039.geopotential number by the normal gravity value computed on the
 DL5039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5039.degrees latitude (g = 980.6199 gals.).
 DL5039
 DL5039.The modeled gravity was interpolated from observed gravity values.
 DL5039
 DL5039;                    North         East    Units  Estimated Accuracy
 DL5039;SPC MI C     -   103,136.5   5,913,052.0     MT  (+/- 3 meters HH1 GPS) 
 DL5039
 DL5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2335799640(NAD 83)
 DL5039
 DL5039                          SUPERSEDED SURVEY CONTROL
 DL5039
 DL5039.No superseded survey control is available for this station.
 DL5039
 DL5039_MARKER: DD = SURVEY DISK
 DL5039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5039_SP_SET: BRIDGE ABUTMENT
 DL5039_STAMPING: 83602 2008
 DL5039_MARK LOGO: MIDT
 DL5039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5039+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 DL5039
 DL5039  HISTORY     - Date     Condition        Report By
 DL5039  HISTORY     - 20080605 MONUMENTED       COLEM
 DL5039
 DL5039                          STATION DESCRIPTION
 DL5039
 DL5039'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5039'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 DL5039'OF STATE HIGHWAY 115 WITH NORTH BOULEVARD IN CADILLAC, MICHIGAN.
 DL5039'
 DL5039'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5039'MODERNIZATION MARK DISK SET IN THE NORTH END OF THE EAST ABUTMENT OF A
 DL5039'STATE HIGHWAY 115 BRIDGE OVER A CANAL BETWEEN THE EAST AND WEST PARTS
 DL5039'OF LAKE MITCHELL.
 DL5039'
 DL5039'THE STATION IS 19 FT (5.8 M) SOUTH OF THE EDGE OF CURB OF NORTH
 DL5039'BOULEVARD AND 7.5 FT (2.3 M) EAST OF THE EDGE OF CURB OF STATE HIGHWAY
 DL5039'115.
 DL5039'
 DL5039'NOTE-- NO WITNESS POST WAS SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5040 ***********************************************************************
 DL5040  DESIGNATION -  83603
 DL5040  PID         -  DL5040
 DL5040  STATE/COUNTY-  MI/WEXFORD
 DL5040  COUNTRY     -  US
 DL5040  USGS QUAD   -  CADILLAC SOUTH (2017)
 DL5040
 DL5040                         *CURRENT SURVEY CONTROL
 DL5040  ______________________________________________________________________
 DL5040* NAD 83(1986) POSITION- 44 09 56.95   (N) 085 24 55.88   (W)   HD_HELD1
 DL5040* NAVD 88 ORTHO HEIGHT -   432.975 (meters)     1420.52  (feet) ADJUSTED
 DL5040  ______________________________________________________________________
 DL5040  GEOID HEIGHT    -        -33.124 (meters)                     GEOID18
 DL5040  DYNAMIC HEIGHT  -        432.910 (meters)     1420.31  (feet) COMP
 DL5040  MODELED GRAVITY -    980,455.5   (mgal)                       NAVD 88
 DL5040
 DL5040  VERT ORDER      -  FIRST     CLASS II
 DL5040
 DL5040.The horizontal coordinates were determined by differentially corrected
 DL5040.hand held GPS observations or other comparable positioning techniques
 DL5040.and have an estimated accuracy of +/- 3 meters.
 DL5040
 DL5040.The orthometric height was determined by differential leveling and
 DL5040.adjusted by the NATIONAL GEODETIC SURVEY
 DL5040.in October 2009.
 DL5040
 DL5040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5040.GEOID18 height accuracy estimate available here.
 DL5040
 DL5040.Click photographs - Photos may exist for this station.
 DL5040
 DL5040.The dynamic height is computed by dividing the NAVD 88
 DL5040.geopotential number by the normal gravity value computed on the
 DL5040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5040.degrees latitude (g = 980.6199 gals.).
 DL5040
 DL5040.The modeled gravity was interpolated from observed gravity values.
 DL5040
 DL5040;                    North         East    Units  Estimated Accuracy
 DL5040;SPC MI C     -    94,902.5   5,916,111.9     MT  (+/- 3 meters HH1 GPS) 
 DL5040
 DL5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2668091510(NAD 83)
 DL5040
 DL5040                          SUPERSEDED SURVEY CONTROL
 DL5040
 DL5040.No superseded survey control is available for this station.
 DL5040
 DL5040_MARKER: DD = SURVEY DISK
 DL5040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5040_STAMPING: 83603 2008
 DL5040_MARK LOGO: MIDT
 DL5040_PROJECTION: FLUSH
 DL5040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5040+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DL5040
 DL5040  HISTORY     - Date     Condition        Report By
 DL5040  HISTORY     - 20080521 MONUMENTED       COLEM
 DL5040
 DL5040                          STATION DESCRIPTION
 DL5040
 DL5040'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5040'THE STATION IS LOCATED IN THE JUNCTION OF 41 ROAD WITH COUNTY LINE
 DL5040'ROAD ABOUT 4 MI (6.4 KM) NORTH OF TUSTIN, MICHIGAN.
 DL5040'
 DL5040'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5040'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5040'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL5040'
 DL5040'THE STATION IS 0.95 MI (1.5 KM) SOUTH OF S 50 ROAD, 300 FT (91.4 M)
 DL5040'NORTH OF COUNTY LINE ROAD, 17 FT (5.2 M) WEST OF THE EDGE OF GRAVEL OF
 DL5040'S 41 ROAD, AND 3.3 FT (1.0 M) EAST OF AN ORANGE CARSONITE WITNESS
 DL5040'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0338 ***********************************************************************
 OJ0338  DESIGNATION -  837
 OJ0338  PID         -  OJ0338
 OJ0338  STATE/COUNTY-  MI/LAPEER
 OJ0338  COUNTRY     -  US
 OJ0338  USGS QUAD   -  LAPEER (2017)
 OJ0338
 OJ0338                         *CURRENT SURVEY CONTROL
 OJ0338  ______________________________________________________________________
 OJ0338* NAD 83(1986) POSITION- 43 02 53.     (N) 083 19 08.     (W)   SCALED
 OJ0338* NAVD 88 ORTHO HEIGHT -   254.754 (meters)      835.81  (feet) ADJUSTED
 OJ0338  ______________________________________________________________________
 OJ0338  GEOID HEIGHT    -        -34.474 (meters)                     GEOID18
 OJ0338  DYNAMIC HEIGHT  -        254.686 (meters)      835.58  (feet) COMP
 OJ0338  MODELED GRAVITY -    980,348.4   (mgal)                       NAVD 88
 OJ0338
 OJ0338  VERT ORDER      -  SECOND    CLASS 0
 OJ0338
 OJ0338.The horizontal coordinates were scaled from a map and have
 OJ0338.an estimated accuracy of +/- 6 seconds.
 OJ0338
 OJ0338.The orthometric height was determined by differential leveling and
 OJ0338.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0338.in June 1991.
 OJ0338
 OJ0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0338.GEOID18 height accuracy estimate available here.
 OJ0338
 OJ0338.Click photographs - Photos may exist for this station.
 OJ0338
 OJ0338.The dynamic height is computed by dividing the NAVD 88
 OJ0338.geopotential number by the normal gravity value computed on the
 OJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0338.degrees latitude (g = 980.6199 gals.).
 OJ0338
 OJ0338.The modeled gravity was interpolated from observed gravity values.
 OJ0338
 OJ0338;                    North         East    Units  Estimated Accuracy
 OJ0338;SPC MI S     -   172,490.    4,085,360.      MT  (+/- 180 meters Scaled)
 OJ0338
 OJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH111687(NAD 83)
 OJ0338
 OJ0338                          SUPERSEDED SURVEY CONTROL
 OJ0338
 OJ0338  NGVD 29 (??/??/92)  254.896  (m)          836.27   (f) ADJ UNCH    2 0
 OJ0338
 OJ0338.Superseded values are not recommended for survey control.
 OJ0338
 OJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0338.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0338
 OJ0338_MARKER: P = PIPE CAP
 OJ0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0338_STAMPING: MICH 837 1919
 OJ0338_MARK LOGO: USGS
 OJ0338_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0338
 OJ0338  HISTORY     - Date     Condition        Report By
 OJ0338  HISTORY     - 1919     MONUMENTED       USGS
 OJ0338  HISTORY     - 1934     GOOD             CGS
 OJ0338  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0338
 OJ0338                          STATION DESCRIPTION
 OJ0338
 OJ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0338'AT LAPEER.
 OJ0338'AT LAPEER, LAPEER COUNTY, ON THE GRAND TRUNK WESTERN RAILROAD,
 OJ0338'1,124 YARDS WEST OF THE CROSSING WITH THE MICHIGAN CENTRAL
 OJ0338'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 24, 21 YARDS SOUTHEAST
 OJ0338'OF THE INTERSECTION OF THE CENTERLINE OF THE HIGHWAY AND THE
 OJ0338'CENTERLINE OF THE SOUTH TRACK, 14 YARDS SOUTH OF THE SOUTH
 OJ0338'RAIL OF THE SOUTH TRACK, AND 4 FEET SOUTH OF THE NORTHEAST
 OJ0338'CORNER OF A FENCE AROUND A SMALL FIELD.  A UNITED STATES
 OJ0338'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 837 1918 AND RIVETED
 OJ0338'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OJ0338
 OJ0338                          STATION RECOVERY (1977)
 OJ0338
 OJ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0112 ***********************************************************************
 OK0112  DESIGNATION -  84 1/2
 OK0112  PID         -  OK0112
 OK0112  STATE/COUNTY-  MI/SHIAWASSEE
 OK0112  COUNTRY     -  US
 OK0112  USGS QUAD   -  OVID EAST (2017)
 OK0112
 OK0112                         *CURRENT SURVEY CONTROL
 OK0112  ______________________________________________________________________
 OK0112* NAD 83(1986) POSITION- 43 00 22.     (N) 084 17 17.     (W)   SCALED
 OK0112* NAVD 88 ORTHO HEIGHT -   230.385 (meters)      755.85  (feet) ADJUSTED
 OK0112  ______________________________________________________________________
 OK0112  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 OK0112  DYNAMIC HEIGHT  -        230.334 (meters)      755.69  (feet) COMP
 OK0112  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 OK0112
 OK0112  VERT ORDER      -  SECOND    CLASS 0
 OK0112
 OK0112.The horizontal coordinates were scaled from a map and have
 OK0112.an estimated accuracy of +/- 6 seconds.
 OK0112
 OK0112.The orthometric height was determined by differential leveling and
 OK0112.adjusted by the NATIONAL GEODETIC SURVEY
 OK0112.in June 1991.
 OK0112
 OK0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0112.GEOID18 height accuracy estimate available here.
 OK0112
 OK0112.Click photographs - Photos may exist for this station.
 OK0112
 OK0112.The dynamic height is computed by dividing the NAVD 88
 OK0112.geopotential number by the normal gravity value computed on the
 OK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0112.degrees latitude (g = 980.6199 gals.).
 OK0112
 OK0112.The modeled gravity was interpolated from observed gravity values.
 OK0112
 OK0112;                    North         East    Units  Estimated Accuracy
 OK0112;SPC MI S     -   167,300.    4,006,410.      MT  (+/- 180 meters Scaled)
 OK0112
 OK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN210650(NAD 83)
 OK0112
 OK0112                          SUPERSEDED SURVEY CONTROL
 OK0112
 OK0112  NGVD 29 (??/??/92)  230.530  (m)          756.33   (f) ADJ UNCH    2 0
 OK0112
 OK0112.Superseded values are not recommended for survey control.
 OK0112
 OK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0112.See file dsdata.pdf to determine how the superseded data were derived.
 OK0112
 OK0112_MARKER: Z = SEE DESCRIPTION
 OK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0112_STAMPING: BM NO 84 1/2
 OK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0112+STABILITY: SURFACE MOTION
 OK0112
 OK0112  HISTORY     - Date     Condition        Report By
 OK0112  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0112  HISTORY     - 1934     GOOD             CGS
 OK0112  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0112  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0112  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0112
 OK0112                          STATION DESCRIPTION
 OK0112
 OK0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0112'0.2 MI W FROM BURTON.
 OK0112'0.2 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0112'STATION AT BURTON, SHIAWASSEE COUNTY, 35 YARDS SOUTH OF THE
 OK0112'CENTERLINE OF A ROAD PARALLELING THE TRACK, 8 FEET NORTH OF THE
 OK0112'NORTH RAIL, 38.7 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN
 OK0112'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 84 1/2 AND
 OK0112'SET IN THE TOP OF A CONCRETE POST.
 OK0112
 OK0112                          STATION RECOVERY (1974)
 OK0112
 OK0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0112'MARK NOT FOUND.
 OK0112
 OK0112                          STATION RECOVERY (2001)
 OK0112
 OK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0112
 OK0112                          STATION RECOVERY (2001)
 OK0112
 OK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0315 ***********************************************************************
 OK0315  DESIGNATION -  840
 OK0315  PID         -  OK0315
 OK0315  STATE/COUNTY-  MI/MONTCALM
 OK0315  COUNTRY     -  US
 OK0315  USGS QUAD   -  GREENVILLE EAST (2017)
 OK0315
 OK0315                         *CURRENT SURVEY CONTROL
 OK0315  ______________________________________________________________________
 OK0315* NAD 83(1986) POSITION- 43 11 06.     (N) 085 07 59.     (W)   SCALED
 OK0315* NAVD 88 ORTHO HEIGHT -   255.622 (meters)      838.65  (feet) ADJUSTED
 OK0315  ______________________________________________________________________
 OK0315  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 OK0315  DYNAMIC HEIGHT  -        255.568 (meters)      838.48  (feet) COMP
 OK0315  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 OK0315
 OK0315  VERT ORDER      -  SECOND    CLASS 0
 OK0315
 OK0315.The horizontal coordinates were scaled from a map and have
 OK0315.an estimated accuracy of +/- 6 seconds.
 OK0315
 OK0315.The orthometric height was determined by differential leveling and
 OK0315.adjusted by the NATIONAL GEODETIC SURVEY
 OK0315.in June 1991.
 OK0315
 OK0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0315.GEOID18 height accuracy estimate available here.
 OK0315
 OK0315.Click photographs - Photos may exist for this station.
 OK0315
 OK0315.The dynamic height is computed by dividing the NAVD 88
 OK0315.geopotential number by the normal gravity value computed on the
 OK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0315.degrees latitude (g = 980.6199 gals.).
 OK0315
 OK0315.The modeled gravity was interpolated from observed gravity values.
 OK0315
 OK0315;                    North         East    Units  Estimated Accuracy
 OK0315;SPC MI S     -   187,450.    3,937,700.      MT  (+/- 180 meters Scaled)
 OK0315
 OK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN517830(NAD 83)
 OK0315
 OK0315                          SUPERSEDED SURVEY CONTROL
 OK0315
 OK0315  NGVD 29 (??/??/92)  255.757  (m)          839.10   (f) ADJ UNCH    2 0
 OK0315
 OK0315.Superseded values are not recommended for survey control.
 OK0315
 OK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0315.See file dsdata.pdf to determine how the superseded data were derived.
 OK0315
 OK0315_MARKER: P = PIPE CAP
 OK0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0315_STAMPING: 840 MICH 1916
 OK0315_MARK LOGO: USGS
 OK0315_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0315
 OK0315  HISTORY     - Date     Condition        Report By
 OK0315  HISTORY     - 1916     MONUMENTED       USGS
 OK0315  HISTORY     - 1934     GOOD             CGS
 OK0315  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0315  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0315
 OK0315                          STATION DESCRIPTION
 OK0315
 OK0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0315'0.9 MI E FROM MILLERS.
 OK0315'0.9 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0315'AT MILLERS, 93 YARDS EAST OF THE CENTER OF A GRAVEL-ROAD
 OK0315'CROSSING, 31 FEET NORTH OF THE NORTH RAIL, AND 13 FEET SOUTH
 OK0315'OF THE CENTER LINE OF A DIRT ROAD.  A U.S. GEOLOGICAL SURVEY
 OK0315'STANDARD CAP, STAMPED 840 1916 AND RIVETED ON THE TOP OF A
 OK0315'3-1/2 INCH IRON PIPE.
 OK0315
 OK0315                          STATION RECOVERY (1994)
 OK0315
 OK0315'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0315'MARK NOT FOUND.
 OK0315
 OK0315                          STATION RECOVERY (2001)
 OK0315
 OK0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0744 ***********************************************************************
 NE0744  DESIGNATION -  841 2
 NE0744  PID         -  NE0744
 NE0744  STATE/COUNTY-  MI/GENESEE
 NE0744  COUNTRY     -  US
 NE0744  USGS QUAD   -  BYRON (2017)
 NE0744
 NE0744                         *CURRENT SURVEY CONTROL
 NE0744  ______________________________________________________________________
 NE0744* NAD 83(1986) POSITION- 42 52 19.     (N) 083 54 37.     (W)   SCALED
 NE0744* NAVD 88 ORTHO HEIGHT -   260.631 (meters)      855.09  (feet) ADJUSTED
 NE0744  ______________________________________________________________________
 NE0744  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 NE0744  DYNAMIC HEIGHT  -        260.563 (meters)      854.86  (feet) COMP
 NE0744  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 NE0744
 NE0744  VERT ORDER      -  SECOND    CLASS 0
 NE0744
 NE0744.The horizontal coordinates were scaled from a map and have
 NE0744.an estimated accuracy of +/- 6 seconds.
 NE0744
 NE0744.The orthometric height was determined by differential leveling and
 NE0744.adjusted by the NATIONAL GEODETIC SURVEY
 NE0744.in June 1991.
 NE0744
 NE0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0744.GEOID18 height accuracy estimate available here.
 NE0744
 NE0744.Click photographs - Photos may exist for this station.
 NE0744
 NE0744.The dynamic height is computed by dividing the NAVD 88
 NE0744.geopotential number by the normal gravity value computed on the
 NE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0744.degrees latitude (g = 980.6199 gals.).
 NE0744
 NE0744.The modeled gravity was interpolated from observed gravity values.
 NE0744
 NE0744;                    North         East    Units  Estimated Accuracy
 NE0744;SPC MI S     -   152,490.    4,037,290.      MT  (+/- 180 meters Scaled)
 NE0744
 NE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH622507(NAD 83)
 NE0744
 NE0744                          SUPERSEDED SURVEY CONTROL
 NE0744
 NE0744  NGVD 29 (??/??/92)  260.758  (m)          855.50   (f) ADJ UNCH    2 0
 NE0744
 NE0744.Superseded values are not recommended for survey control.
 NE0744
 NE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0744.See file dsdata.pdf to determine how the superseded data were derived.
 NE0744
 NE0744_MARKER: S = SPIKE
 NE0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0744_SP_SET: BASE WARNING SIGN
 NE0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0744
 NE0744  HISTORY     - Date     Condition        Report By
 NE0744  HISTORY     - 1919     MONUMENTED       USGS
 NE0744  HISTORY     - 1934     GOOD             CGS
 NE0744  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0744
 NE0744                          STATION DESCRIPTION
 NE0744
 NE0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0744'AT GAINES.
 NE0744'AT GAINES, GENESEE COUNTY, 200 YARDS SOUTHEAST OF THE GRAND
 NE0744'TRUNK WESTERN RAILWAY STATION, 110 FEET SOUTHEAST OF THE MOTOR-CAR
 NE0744'HOUSE, AT A ROAD CROSSING, 12 FEET WEST OF THE CENTERLINE OF
 NE0744'THE ROAD, 18 FEET SOUTH OF THE SOUTH RAIL, AND IN THE TOP OF
 NE0744'THE BASE OF THE CROSSING WARNING SIGN.  A RAILROAD SPIKE.
 NE0744
 NE0744                          STATION RECOVERY (2007)
 NE0744
 NE0744'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0744'THE OLD ROAD BED FOR THE CROSSING IS STILL IN PLACE BUT THE CROSSING
 NE0744'HAS BEEN REMOVED. THE AREA WEST OF THE OLD CROSSING IS OR WAS RR
 NE0744'PROPERTY. ANY RAILS,SIGNALS OR BULDINGS HAVE BEEN REMOVED. THERE IS A
 NE0744'SIGNAL NORTH OF THE TRACKS FOR THE ROAD CROSSING TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0696 ***********************************************************************
 NE0696  DESIGNATION -  843 RESET
 NE0696  PID         -  NE0696
 NE0696  STATE/COUNTY-  MI/WASHTENAW
 NE0696  COUNTRY     -  US
 NE0696  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE0696
 NE0696                         *CURRENT SURVEY CONTROL
 NE0696  ______________________________________________________________________
 NE0696* NAD 83(1986) POSITION- 42 16 53.82   (N) 083 44 51.24   (W)   HD_HELD1
 NE0696* NAVD 88 ORTHO HEIGHT -   256.871 (meters)      842.75  (feet) ADJUSTED
 NE0696  ______________________________________________________________________
 NE0696  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 NE0696  DYNAMIC HEIGHT  -        256.790 (meters)      842.49  (feet) COMP
 NE0696  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 NE0696
 NE0696  VERT ORDER      -  FIRST     CLASS II
 NE0696
 NE0696.The horizontal coordinates were determined by differentially corrected
 NE0696.hand held GPS observations or other comparable positioning techniques
 NE0696.and have an estimated accuracy of +/- 3 meters.
 NE0696
 NE0696.The orthometric height was determined by differential leveling and
 NE0696.adjusted by the NATIONAL GEODETIC SURVEY
 NE0696.in June 1991.
 NE0696
 NE0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0696.GEOID18 height accuracy estimate available here.
 NE0696
 NE0696.Click photographs - Photos may exist for this station.
 NE0696
 NE0696.The dynamic height is computed by dividing the NAVD 88
 NE0696.geopotential number by the normal gravity value computed on the
 NE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0696.degrees latitude (g = 980.6199 gals.).
 NE0696
 NE0696.The modeled gravity was interpolated from observed gravity values.
 NE0696
 NE0696;                    North         East    Units  Estimated Accuracy
 NE0696;SPC MI S     -    87,008.3   4,051,063.7     MT  (+/- 3 meters HH1 GPS) 
 NE0696
 NE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7345084700(NAD 83)
 NE0696
 NE0696                          SUPERSEDED SURVEY CONTROL
 NE0696
 NE0696  NGVD 29 (01/19/93)  256.990  (m)          843.14   (f) ADJUSTED    1 2
 NE0696
 NE0696.Superseded values are not recommended for survey control.
 NE0696
 NE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0696.See file dsdata.pdf to determine how the superseded data were derived.
 NE0696
 NE0696_MARKER: DB = BENCH MARK DISK
 NE0696_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0696_SP_SET: BUILDING
 NE0696_STAMPING: 843 RESET 1953
 NE0696_MARK LOGO: USGS
 NE0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0696+STABILITY: POSITION/ELEVATION WELL
 NE0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0696+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2025
 NE0696
 NE0696  HISTORY     - Date     Condition        Report By
 NE0696  HISTORY     - 1953     MONUMENTED       AHI
 NE0696  HISTORY     - 1963     GOOD             USGS
 NE0696  HISTORY     - 1971     MARK NOT FOUND   NGS
 NE0696  HISTORY     - 1985     GOOD             NGS
 NE0696  HISTORY     - 19981025 GOOD             USPSQD
 NE0696  HISTORY     - 20070213 GOOD             STANTI
 NE0696  HISTORY     - 20090715 GOOD             INDIV
 NE0696  HISTORY     - 20160510 MARK NOT FOUND   MI0150
 NE0696  HISTORY     - 20200415 GOOD             SURVSL
 NE0696  HISTORY     - 20230410 GOOD             MCA
 NE0696  HISTORY     - 20250718 GOOD             USPSQD
 NE0696
 NE0696                          STATION DESCRIPTION
 NE0696
 NE0696'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NE0696'AT ANN ARBOR.
 NE0696'THE ORIGINAL COURT HOUSE HAS NOW BEEN REPLACED WITH A NEW MODERN
 NE0696'TYPE STRUCTURE.  SET IN THE SE CORNER OF THE NEW BUILDING NEAR THE
 NE0696'CORNER OF SOUTH FOURTH AND HURON STREETS, SET VERTICALLY.
 NE0696
 NE0696                          STATION RECOVERY (1971)
 NE0696
 NE0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0696'MARK NOT FOUND.
 NE0696
 NE0696                          STATION RECOVERY (1985)
 NE0696
 NE0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0696'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANN
 NE0696'ARBOR, AT THE INTERSECTION OF EAST HURON AND NORTH FOURTH STREETS, SET
 NE0696'VERTICALLY IN THE SOUTH FACE OF THE OFFSET OF THE COUNTY COURTHOUSE,
 NE0696'28.0 M (91.9 FT) WEST OF THE CENTERLINE OF NORTH FOURTH STREET, 17.0 M
 NE0696'(55.8 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 15.2 M
 NE0696'(49.9 FT) NORTH OF THE CENTERLINE OF EAST HURON STREET.
 NE0696'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 NE0696
 NE0696                          STATION RECOVERY (1998)
 NE0696
 NE0696'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0696'RECOVERED IN GOOD CONDITION.
 NE0696
 NE0696                          STATION RECOVERY (2007)
 NE0696
 NE0696'RECOVERY NOTE BY STANTEC CONSULTING INC. 2007 (BDF)
 NE0696'RECOVERED AS DESCRIBED.
 NE0696
 NE0696                          STATION RECOVERY (2009)
 NE0696
 NE0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 NE0696'THE MARK IS LOOSE, BUT DOESN'T APPEAR TO HAVE BEEN TAMPERED WITH.
 NE0696
 NE0696                          STATION RECOVERY (2016)
 NE0696
 NE0696'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE0696'MARK NOT FOUND.
 NE0696
 NE0696                          STATION RECOVERY (2020)
 NE0696
 NE0696'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2020 (RE)
 NE0696'RECOVERED IN GOOD CONDITION.
 NE0696
 NE0696                          STATION RECOVERY (2023)
 NE0696
 NE0696'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CM)
 NE0696'RECOVERED IN GOOD CONDITION.
 NE0696
 NE0696                          STATION RECOVERY (2025)
 NE0696
 NE0696'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 NE0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0113 ***********************************************************************
 OK0113  DESIGNATION -  85 1/2
 OK0113  PID         -  OK0113
 OK0113  STATE/COUNTY-  MI/SHIAWASSEE
 OK0113  COUNTRY     -  US
 OK0113  USGS QUAD   -  OVID EAST (2017)
 OK0113
 OK0113                         *CURRENT SURVEY CONTROL
 OK0113  ______________________________________________________________________
 OK0113* NAD 83(1986) POSITION- 43 00 23.     (N) 084 18 27.     (W)   SCALED
 OK0113* NAVD 88 ORTHO HEIGHT -   224.797 (meters)      737.52  (feet) ADJUSTED
 OK0113  ______________________________________________________________________
 OK0113  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 OK0113  DYNAMIC HEIGHT  -        224.747 (meters)      737.36  (feet) COMP
 OK0113  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 OK0113
 OK0113  VERT ORDER      -  SECOND    CLASS 0
 OK0113
 OK0113.The horizontal coordinates were scaled from a map and have
 OK0113.an estimated accuracy of +/- 6 seconds.
 OK0113
 OK0113.The orthometric height was determined by differential leveling and
 OK0113.adjusted by the NATIONAL GEODETIC SURVEY
 OK0113.in June 1991.
 OK0113
 OK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0113.GEOID18 height accuracy estimate available here.
 OK0113
 OK0113.Click photographs - Photos may exist for this station.
 OK0113
 OK0113.The dynamic height is computed by dividing the NAVD 88
 OK0113.geopotential number by the normal gravity value computed on the
 OK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0113.degrees latitude (g = 980.6199 gals.).
 OK0113
 OK0113.The modeled gravity was interpolated from observed gravity values.
 OK0113
 OK0113;                    North         East    Units  Estimated Accuracy
 OK0113;SPC MI S     -   167,330.    4,004,820.      MT  (+/- 180 meters Scaled)
 OK0113
 OK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN194650(NAD 83)
 OK0113
 OK0113                          SUPERSEDED SURVEY CONTROL
 OK0113
 OK0113  NGVD 29 (??/??/92)  224.943  (m)          738.00   (f) ADJ UNCH    2 0
 OK0113
 OK0113.Superseded values are not recommended for survey control.
 OK0113
 OK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0113.See file dsdata.pdf to determine how the superseded data were derived.
 OK0113
 OK0113_MARKER: Z = SEE DESCRIPTION
 OK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0113_STAMPING: BM NO 85 1/2
 OK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0113+STABILITY: SURFACE MOTION
 OK0113
 OK0113  HISTORY     - Date     Condition        Report By
 OK0113  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0113  HISTORY     - 1934     GOOD             CGS
 OK0113  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0113  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0113  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0113
 OK0113                          STATION DESCRIPTION
 OK0113
 OK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0113'3.2 MI E FROM OVID.
 OK0113'IN SHIAWASSEE COUNTY, 3.2 MILES EAST ALONG THE GRAND TRUNK
 OK0113'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 46
 OK0113'FEET SOUTH OF THE SOUTH RAIL, 1.9 FEET NORTH OF A FENCE, AND
 OK0113'3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 OK0113'BM NO. 85 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0113
 OK0113                          STATION RECOVERY (1974)
 OK0113
 OK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0113'MARK NOT FOUND.
 OK0113
 OK0113                          STATION RECOVERY (2001)
 OK0113
 OK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0113
 OK0113                          STATION RECOVERY (2001)
 OK0113
 OK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0432 ***********************************************************************
 NF0432  DESIGNATION -  851
 NF0432  PID         -  NF0432
 NF0432  STATE/COUNTY-  MI/BARRY
 NF0432  COUNTRY     -  US
 NF0432  USGS QUAD   -  CLOVERDALE (2017)
 NF0432
 NF0432                         *CURRENT SURVEY CONTROL
 NF0432  ______________________________________________________________________
 NF0432* NAD 83(1986) POSITION- 42 35 17.     (N) 085 29 01.     (W)   SCALED
 NF0432* NAVD 88 ORTHO HEIGHT -   259.239 (meters)      850.52  (feet) ADJUSTED
 NF0432  ______________________________________________________________________
 NF0432  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 NF0432  DYNAMIC HEIGHT  -        259.162 (meters)      850.27  (feet) COMP
 NF0432  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 NF0432
 NF0432  VERT ORDER      -  SECOND    CLASS 0
 NF0432
 NF0432.The horizontal coordinates were scaled from a map and have
 NF0432.an estimated accuracy of +/- 6 seconds.
 NF0432
 NF0432.The orthometric height was determined by differential leveling and
 NF0432.adjusted by the NATIONAL GEODETIC SURVEY
 NF0432.in June 1991.
 NF0432
 NF0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0432.GEOID18 height accuracy estimate available here.
 NF0432
 NF0432.Click photographs - Photos may exist for this station.
 NF0432
 NF0432.The dynamic height is computed by dividing the NAVD 88
 NF0432.geopotential number by the normal gravity value computed on the
 NF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0432.degrees latitude (g = 980.6199 gals.).
 NF0432
 NF0432.The modeled gravity was interpolated from observed gravity values.
 NF0432
 NF0432;                    North         East    Units  Estimated Accuracy
 NF0432;SPC MI S     -   121,470.    3,908,330.      MT  (+/- 180 meters Scaled)
 NF0432
 NF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN244161(NAD 83)
 NF0432
 NF0432                          SUPERSEDED SURVEY CONTROL
 NF0432
 NF0432  NGVD 29 (??/??/92)  259.364  (m)          850.93   (f) ADJ UNCH    2 0
 NF0432
 NF0432.Superseded values are not recommended for survey control.
 NF0432
 NF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0432.See file dsdata.pdf to determine how the superseded data were derived.
 NF0432
 NF0432_MARKER: DD = SURVEY DISK
 NF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0432_STAMPING: 851 S 28 1947
 NF0432_MARK LOGO: USGS
 NF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0432+STABILITY: SURFACE MOTION
 NF0432
 NF0432  HISTORY     - Date     Condition        Report By
 NF0432  HISTORY     - 1947     MONUMENTED       USGS
 NF0432  HISTORY     - 1948     GOOD             CGS
 NF0432  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0432
 NF0432                          STATION DESCRIPTION
 NF0432
 NF0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0432'9.4 MI NW FROM CLOVERDALE.
 NF0432'0.45 MILE WEST AND NORTH ALONG A GRAVEL ROAD FROM THE POST
 NF0432'OFFICE AND THE JUNCTION OF STATE HIGHWAY 43 AT CLOVERDALE,
 NF0432'THENCE ABOUT 3.55 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 NF0432'4.2 MILES NORTH ALONG COUNTY ROAD 611, THENCE ABOUT 1.2 MILES
 NF0432'WEST AND SOUTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A
 NF0432'ROAD LEADING WEST ALONG SOUTH SHORE OF GUN LAKE, 27 FEET NORTHWEST
 NF0432'OF THE NORTHEAST-SOUTHWEST ROAD, 60 FEET SOUTH OF THE CENTER
 NF0432'LINE OF THE ROAD WEST, 2.5 FEET SOUTHEAST OF A WIRE FENCE, 33
 NF0432'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A WHITE
 NF0432'WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD SOUTHWEST AND
 NF0432'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  MARK
 NF0432'MAY BE REACHED FROM SHELBYVILLE, ALLEGAN COUNTY BY GOING ABOUT
 NF0432'4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0432'RAILROAD STATION, THENCE 2.4 MILES SOUTHEAST ALONG A COUNTY
 NF0432'ROAD, THENCE ABOUT 2.15 MILES EAST AND NORTHEAST ALONG A ROAD
 NF0432'FOLLOWING SOUTH SHORE OF GUN LAKE TO THE JUNCTION OF A
 NF0432'NORTHEAST-SOUTHWEST ROAD AND SITE OF MARK.
 NF0432
 NF0432                          STATION RECOVERY (1985)
 NF0432
 NF0432'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0059 ***********************************************************************
 NF0059  DESIGNATION -  855
 NF0059  PID         -  NF0059
 NF0059  STATE/COUNTY-  MI/INGHAM
 NF0059  COUNTRY     -  US
 NF0059  USGS QUAD   -  EAST LANSING (2017)
 NF0059
 NF0059                         *CURRENT SURVEY CONTROL
 NF0059  ______________________________________________________________________
 NF0059* NAD 83(1986) POSITION- 42 43 09.     (N) 084 29 41.     (W)   SCALED
 NF0059* NAVD 88 ORTHO HEIGHT -   260.240 (meters)      853.80  (feet) ADJUSTED
 NF0059  ______________________________________________________________________
 NF0059  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 NF0059  DYNAMIC HEIGHT  -        260.167 (meters)      853.56  (feet) COMP
 NF0059  MODELED GRAVITY -    980,332.0   (mgal)                       NAVD 88
 NF0059
 NF0059  VERT ORDER      -  SECOND    CLASS 0
 NF0059
 NF0059.The horizontal coordinates were scaled from a map and have
 NF0059.an estimated accuracy of +/- 6 seconds.
 NF0059
 NF0059.The orthometric height was determined by differential leveling and
 NF0059.adjusted by the NATIONAL GEODETIC SURVEY
 NF0059.in June 1991.
 NF0059
 NF0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0059.GEOID18 height accuracy estimate available here.
 NF0059
 NF0059.Click photographs - Photos may exist for this station.
 NF0059
 NF0059.The dynamic height is computed by dividing the NAVD 88
 NF0059.geopotential number by the normal gravity value computed on the
 NF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0059.degrees latitude (g = 980.6199 gals.).
 NF0059
 NF0059.The modeled gravity was interpolated from observed gravity values.
 NF0059
 NF0059;                    North         East    Units  Estimated Accuracy
 NF0059;SPC MI S     -   135,430.    3,989,510.      MT  (+/- 180 meters Scaled)
 NF0059
 NF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051326(NAD 83)
 NF0059
 NF0059                          SUPERSEDED SURVEY CONTROL
 NF0059
 NF0059  NGVD 29 (??/??/92)  260.370  (m)          854.23   (f) ADJ UNCH    2 0
 NF0059
 NF0059.Superseded values are not recommended for survey control.
 NF0059
 NF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0059.See file dsdata.pdf to determine how the superseded data were derived.
 NF0059
 NF0059_MARKER: DD = SURVEY DISK
 NF0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0059_STAMPING: 855 MSC
 NF0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0059+STABILITY: SURFACE MOTION
 NF0059
 NF0059  HISTORY     - Date     Condition        Report By
 NF0059  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0059  HISTORY     - 1934     GOOD             CGS
 NF0059  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0059  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 NF0059
 NF0059                          STATION DESCRIPTION
 NF0059
 NF0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0059'0.4 MI W FROM TROWBRIDGE.
 NF0059'0.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0059'STATION AT TROWBRIDGE, SHIAWASSEE COUNTY, AT THE CROSSING OF
 NF0059'STATE HIGHWAY 144, 107 YARDS SOUTH OF THE OFFICE OF THE EAST
 NF0059'LANSING COAL CO., 80 YARDS SOUTH OF THE INTERSECTION OF THE
 NF0059'CENTERLINE OF THE HIGHWAY WITH THE SOUTH RAIL OF THE SOUTH TRACK
 NF0059'AND 27 YARDS WEST OF THE NORTHWEST CORNER OF THE BRUCE FINEOUT
 NF0059'RESIDENCE.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED
 NF0059'855 M.S.C. AND SET IN THE TOP OF A CONCRETE POST.
 NF0059
 NF0059                          STATION RECOVERY (1976)
 NF0059
 NF0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0059'MARK NOT FOUND.
 NF0059
 NF0059                          STATION RECOVERY (2001)
 NF0059
 NF0059'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0298 ***********************************************************************
 OK0298  DESIGNATION -  858.5
 OK0298  PID         -  OK0298
 OK0298  STATE/COUNTY-  MI/KENT
 OK0298  COUNTRY     -  US
 OK0298  USGS QUAD   -  EVANS (2017)
 OK0298
 OK0298                         *CURRENT SURVEY CONTROL
 OK0298  ______________________________________________________________________
 OK0298* NAD 83(1986) POSITION- 43 11 40.     (N) 085 23 30.     (W)   SCALED
 OK0298* NAVD 88 ORTHO HEIGHT -   261.426 (meters)      857.70  (feet) ADJUSTED
 OK0298  ______________________________________________________________________
 OK0298  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 OK0298  DYNAMIC HEIGHT  -        261.367 (meters)      857.50  (feet) COMP
 OK0298  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 OK0298
 OK0298  VERT ORDER      -  SECOND    CLASS 0
 OK0298
 OK0298.The horizontal coordinates were scaled from a map and have
 OK0298.an estimated accuracy of +/- 6 seconds.
 OK0298
 OK0298.The orthometric height was determined by differential leveling and
 OK0298.adjusted by the NATIONAL GEODETIC SURVEY
 OK0298.in June 1991.
 OK0298
 OK0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0298.GEOID18 height accuracy estimate available here.
 OK0298
 OK0298.Click photographs - Photos may exist for this station.
 OK0298
 OK0298.The dynamic height is computed by dividing the NAVD 88
 OK0298.geopotential number by the normal gravity value computed on the
 OK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0298.degrees latitude (g = 980.6199 gals.).
 OK0298
 OK0298.The modeled gravity was interpolated from observed gravity values.
 OK0298
 OK0298;                    North         East    Units  Estimated Accuracy
 OK0298;SPC MI S     -   188,720.    3,916,690.      MT  (+/- 180 meters Scaled)
 OK0298
 OK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN306836(NAD 83)
 OK0298
 OK0298                          SUPERSEDED SURVEY CONTROL
 OK0298
 OK0298  NGVD 29 (??/??/92)  261.554  (m)          858.12   (f) ADJ UNCH    2 0
 OK0298
 OK0298.Superseded values are not recommended for survey control.
 OK0298
 OK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0298.See file dsdata.pdf to determine how the superseded data were derived.
 OK0298
 OK0298_MARKER: S = SPIKE
 OK0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0298_SP_SET: SIGNAL POST
 OK0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0298
 OK0298  HISTORY     - Date     Condition        Report By
 OK0298  HISTORY     - 1928     MONUMENTED       USGS
 OK0298  HISTORY     - 1934     GOOD             CGS
 OK0298
 OK0298                          STATION DESCRIPTION
 OK0298
 OK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0298'1.2 MI E FROM HARVARD.
 OK0298'1.2 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0298'AT HARVARD, ABOUT 160 YARDS EAST OF BRIDGE 47.81, 9 FEET NORTH
 OK0298'OF THE NORTH RAIL, IN THE CROSSING SIGN POST, AND ABOUT 1 FOOT
 OK0298'HIGHER THAN THE TOP OF RAIL.  A SPIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0462 ***********************************************************************
 NF0462  DESIGNATION -  859
 NF0462  PID         -  NF0462
 NF0462  STATE/COUNTY-  MI/BARRY
 NF0462  COUNTRY     -  US
 NF0462  USGS QUAD   -  ALTO (2017)
 NF0462
 NF0462                         *CURRENT SURVEY CONTROL
 NF0462  ______________________________________________________________________
 NF0462* NAD 83(1986) POSITION- 42 45 47.     (N) 085 23 18.     (W)   SCALED
 NF0462* NAVD 88 ORTHO HEIGHT -   261.580 (meters)      858.20  (feet) ADJUSTED
 NF0462  ______________________________________________________________________
 NF0462  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 NF0462  DYNAMIC HEIGHT  -        261.505 (meters)      857.95  (feet) COMP
 NF0462  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NF0462
 NF0462  VERT ORDER      -  SECOND    CLASS 0
 NF0462
 NF0462.The horizontal coordinates were scaled from a map and have
 NF0462.an estimated accuracy of +/- 6 seconds.
 NF0462
 NF0462.The orthometric height was determined by differential leveling and
 NF0462.adjusted by the NATIONAL GEODETIC SURVEY
 NF0462.in June 1991.
 NF0462
 NF0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0462.GEOID18 height accuracy estimate available here.
 NF0462
 NF0462.Click photographs - Photos may exist for this station.
 NF0462
 NF0462.The dynamic height is computed by dividing the NAVD 88
 NF0462.geopotential number by the normal gravity value computed on the
 NF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0462.degrees latitude (g = 980.6199 gals.).
 NF0462
 NF0462.The modeled gravity was interpolated from observed gravity values.
 NF0462
 NF0462;                    North         East    Units  Estimated Accuracy
 NF0462;SPC MI S     -   140,800.    3,916,380.      MT  (+/- 180 meters Scaled)
 NF0462
 NF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN318357(NAD 83)
 NF0462
 NF0462                          SUPERSEDED SURVEY CONTROL
 NF0462
 NF0462  NGVD 29 (??/??/92)  261.705  (m)          858.61   (f) ADJ UNCH    2 0
 NF0462
 NF0462.Superseded values are not recommended for survey control.
 NF0462
 NF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0462.See file dsdata.pdf to determine how the superseded data were derived.
 NF0462
 NF0462_MARKER: P = PIPE CAP
 NF0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0462_STAMPING: 859 1911
 NF0462_MARK LOGO: USGS
 NF0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0462+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF0462
 NF0462  HISTORY     - Date     Condition        Report By
 NF0462  HISTORY     - 1911     MONUMENTED       USGS
 NF0462  HISTORY     - 1948     GOOD             CGS
 NF0462  HISTORY     - 1985     GOOD             USPSQD
 NF0462  HISTORY     - 1987     GOOD             USPSQD
 NF0462  HISTORY     - 1988     GOOD             USPSQD
 NF0462  HISTORY     - 19941117 POOR             MI-015
 NF0462  HISTORY     - 20040417 GOOD             USPSQD
 NF0462
 NF0462                          STATION DESCRIPTION
 NF0462
 NF0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0462'3.8 MI W FROM FREEPORT.
 NF0462'3.4 MILES WEST ALONG THE KENT-BARRY COUNTY LINE ROAD FROM THE
 NF0462'SCHOOL AT FREEPORT, THENCE ABOUT 0.45 MILE SOUTH ALONG A DIM ROAD,
 NF0462'AT THE SOUTH END OF A CUT THRU A SMALL KNOLL, ABOUT 0.25 MILE
 NF0462'NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND NORTHEAST,
 NF0462'AT THE JUNCTION OF A TRAIL EAST, 24 FEET NORTHWEST OF THE CENTER
 NF0462'OF THE JUNCTION, 18 FEET WEST OF THE CENTER LINE OF THE ROAD
 NF0462'4 1/2 FEET NORTHWEST OF A CLUSTER OF 4 18-INCH OAK TREES, 1 1/2
 NF0462'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 NF0462'ROAD AND PROJECTING 6 INCHES.
 NF0462
 NF0462                          STATION RECOVERY (1985)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0462'WITNESS POST MISSING. CHANGE WORDING OF DESCRIPTION FROM 'SCHOOL AT
 NF0462'FREEPORT' TO 'BAPTIST CHURCH AT FREEPORT'.
 NF0462
 NF0462                          STATION RECOVERY (1987)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0462'RECOVERED IN GOOD CONDITION.
 NF0462
 NF0462                          STATION RECOVERY (1988)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 NF0462'RECOVERED IN GOOD CONDITION.
 NF0462
 NF0462                          STATION RECOVERY (1994)
 NF0462
 NF0462'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0462'MARK APPEARS TO HAVE BEEN BEATEN WITH A HAMMER, ELEVETION IS
 NF0462'QUESTIONABLE.  20 FEET WEST OF THE CENTERLINE OF A DIRT TRAIL,
 NF0462'CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR
 NF0462'GPS.
 NF0462
 NF0462                          STATION RECOVERY (2004)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0114 ***********************************************************************
 OK0114  DESIGNATION -  86 1/2
 OK0114  PID         -  OK0114
 OK0114  STATE/COUNTY-  MI/SHIAWASSEE
 OK0114  COUNTRY     -  US
 OK0114  USGS QUAD   -  OVID EAST (2017)
 OK0114
 OK0114                         *CURRENT SURVEY CONTROL
 OK0114  ______________________________________________________________________
 OK0114* NAD 83(1986) POSITION- 43 00 22.     (N) 084 19 38.     (W)   SCALED
 OK0114* NAVD 88 ORTHO HEIGHT -   223.255 (meters)      732.46  (feet) ADJUSTED
 OK0114  ______________________________________________________________________
 OK0114  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 OK0114  DYNAMIC HEIGHT  -        223.205 (meters)      732.30  (feet) COMP
 OK0114  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 OK0114
 OK0114  VERT ORDER      -  SECOND    CLASS 0
 OK0114
 OK0114.The horizontal coordinates were scaled from a map and have
 OK0114.an estimated accuracy of +/- 6 seconds.
 OK0114
 OK0114.The orthometric height was determined by differential leveling and
 OK0114.adjusted by the NATIONAL GEODETIC SURVEY
 OK0114.in June 1991.
 OK0114
 OK0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0114.GEOID18 height accuracy estimate available here.
 OK0114
 OK0114.Click photographs - Photos may exist for this station.
 OK0114
 OK0114.The dynamic height is computed by dividing the NAVD 88
 OK0114.geopotential number by the normal gravity value computed on the
 OK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0114.degrees latitude (g = 980.6199 gals.).
 OK0114
 OK0114.The modeled gravity was interpolated from observed gravity values.
 OK0114
 OK0114;                    North         East    Units  Estimated Accuracy
 OK0114;SPC MI S     -   167,300.    4,003,220.      MT  (+/- 180 meters Scaled)
 OK0114
 OK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN178649(NAD 83)
 OK0114
 OK0114                          SUPERSEDED SURVEY CONTROL
 OK0114
 OK0114  NGVD 29 (??/??/92)  223.401  (m)          732.94   (f) ADJ UNCH    2 0
 OK0114
 OK0114.Superseded values are not recommended for survey control.
 OK0114
 OK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0114.See file dsdata.pdf to determine how the superseded data were derived.
 OK0114
 OK0114_MARKER: Z = SEE DESCRIPTION
 OK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0114_STAMPING: BM NO 86 1/2
 OK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0114+STABILITY: SURFACE MOTION
 OK0114
 OK0114  HISTORY     - Date     Condition        Report By
 OK0114  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0114  HISTORY     - 1934     GOOD             CGS
 OK0114  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0114  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0114  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0114
 OK0114                          STATION DESCRIPTION
 OK0114
 OK0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0114'2.2 MI E FROM OVID.
 OK0114'IN SHIAWASSEE COUNTY, 2.2 MILES EAST ALONG THE GRAND TRUNK
 OK0114'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 45.5
 OK0114'FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTHEAST OF A 10-INCH
 OK0114'ELM TREE, 1.6 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN
 OK0114'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 86 1/2
 OK0114'AND SET IN THE TOP OF A CONCRETE POST.
 OK0114
 OK0114                          STATION RECOVERY (1974)
 OK0114
 OK0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0114'MARK NOT FOUND.
 OK0114
 OK0114                          STATION RECOVERY (2001)
 OK0114
 OK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0114
 OK0114                          STATION RECOVERY (2001)
 OK0114
 OK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1381 ***********************************************************************
 RL1381  DESIGNATION -  869.9
 RL1381  PID         -  RL1381
 RL1381  STATE/COUNTY-  MI/ONTONAGON
 RL1381  COUNTRY     -  US
 RL1381  USGS QUAD   -  WHITE PINE (2017)
 RL1381
 RL1381                         *CURRENT SURVEY CONTROL
 RL1381  ______________________________________________________________________
 RL1381* NAD 83(1986) POSITION- 46 45 53.     (N) 089 34 29.     (W)   SCALED
 RL1381* NAVD 88 ORTHO HEIGHT -   265.178 (meters)      870.00  (feet) ADJUSTED
 RL1381  ______________________________________________________________________
 RL1381  GEOID HEIGHT    -        -30.923 (meters)                     GEOID18
 RL1381  DYNAMIC HEIGHT  -        265.216 (meters)      870.13  (feet) COMP
 RL1381  MODELED GRAVITY -    980,747.3   (mgal)                       NAVD 88
 RL1381
 RL1381  VERT ORDER      -  SECOND    CLASS 0
 RL1381
 RL1381.The horizontal coordinates were scaled from a map and have
 RL1381.an estimated accuracy of +/- 6 seconds.
 RL1381
 RL1381.The orthometric height was determined by differential leveling and
 RL1381.adjusted by the NATIONAL GEODETIC SURVEY
 RL1381.in June 1991.
 RL1381
 RL1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1381.GEOID18 height accuracy estimate available here.
 RL1381
 RL1381.Click photographs - Photos may exist for this station.
 RL1381
 RL1381.The dynamic height is computed by dividing the NAVD 88
 RL1381.geopotential number by the normal gravity value computed on the
 RL1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1381.degrees latitude (g = 980.6199 gals.).
 RL1381
 RL1381.The modeled gravity was interpolated from observed gravity values.
 RL1381
 RL1381;                    North         East    Units  Estimated Accuracy
 RL1381;SPC MI N     -   223,420.    7,803,370.      MT  (+/- 180 meters Scaled)
 RL1381
 RL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS034822(NAD 83)
 RL1381
 RL1381                          SUPERSEDED SURVEY CONTROL
 RL1381
 RL1381  NGVD 29 (??/??/92)  265.208  (m)          870.10   (f) ADJ UNCH    2 0
 RL1381
 RL1381.Superseded values are not recommended for survey control.
 RL1381
 RL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1381.See file dsdata.pdf to determine how the superseded data were derived.
 RL1381
 RL1381_MARKER: B = BOLT
 RL1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1381_SP_SET: POPLAR TREE ROOT
 RL1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1381
 RL1381  HISTORY     - Date     Condition        Report By
 RL1381  HISTORY     - UNK      MONUMENTED       USGS
 RL1381  HISTORY     - 1948     GOOD             CGS
 RL1381  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1381  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1381  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1381  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1381
 RL1381                          STATION DESCRIPTION
 RL1381
 RL1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1381'1.1 MI N FROM WHITE PINE.
 RL1381'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1381'AT WHITE PINE, ABOUT 0.4 MILE SOUTH OF A ROAD WEST, ABOUT 0.6
 RL1381'MILE NORTH OF A 24-FOOT WOODEN BRIDGE OVER MINERAL RIVER, AT
 RL1381'A WOODS LANE SOUTHEAST, 17 FEET EAST-SOUTHEAST OF THE CENTER
 RL1381'LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 RL1381'WOODS LANE, 13 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 28 FEET
 RL1381'NORTH-NORTHEAST OF U.S.C. AND G.S. B.M. Z 130, 1 FOOT ABOVE THE
 RL1381'HIGHWAY AND SET IN THE NORTH ROOT OF A TRIANGULAR BLAZED 15-INCH
 RL1381'POPLAR TREE.
 RL1381
 RL1381                          STATION RECOVERY (1987)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1381'MARK NOT FOUND.
 RL1381
 RL1381                          STATION RECOVERY (1995)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1381'MARK NOT FOUND.
 RL1381
 RL1381                          STATION RECOVERY (2000)
 RL1381
 RL1381'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1381'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. U.S.C.G.S. 'Z 130
 RL1381'1948' WAS RECOVERED BUT NO TREE WAS FOUND AT THE DESCRIBED LOCATION.
 RL1381'ASSUMED DESTROYED.
 RL1381
 RL1381                          STATION RECOVERY (2004)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0116 ***********************************************************************
 OK0116  DESIGNATION -  87 1/2
 OK0116  PID         -  OK0116
 OK0116  STATE/COUNTY-  MI/SHIAWASSEE
 OK0116  COUNTRY     -  US
 OK0116  USGS QUAD   -  OVID EAST (2017)
 OK0116
 OK0116                         *CURRENT SURVEY CONTROL
 OK0116  ______________________________________________________________________
 OK0116* NAD 83(1986) POSITION- 43 00 22.26   (N) 084 20 50.68   (W)   HD_HELD1
 OK0116* NAVD 88 ORTHO HEIGHT -   225.602 (meters)      740.16  (feet) ADJUSTED
 OK0116  ______________________________________________________________________
 OK0116  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 OK0116  DYNAMIC HEIGHT  -        225.552 (meters)      740.00  (feet) COMP
 OK0116  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 OK0116
 OK0116  VERT ORDER      -  SECOND    CLASS 0
 OK0116
 OK0116.The horizontal coordinates were determined by differentially corrected
 OK0116.hand held GPS observations or other comparable positioning techniques
 OK0116.and have an estimated accuracy of +/- 3 meters.
 OK0116
 OK0116.The orthometric height was determined by differential leveling and
 OK0116.adjusted by the NATIONAL GEODETIC SURVEY
 OK0116.in June 1991.
 OK0116
 OK0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0116.GEOID18 height accuracy estimate available here.
 OK0116
 OK0116.Click photographs - Photos may exist for this station.
 OK0116
 OK0116.The dynamic height is computed by dividing the NAVD 88
 OK0116.geopotential number by the normal gravity value computed on the
 OK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0116.degrees latitude (g = 980.6199 gals.).
 OK0116
 OK0116.The modeled gravity was interpolated from observed gravity values.
 OK0116
 OK0116;                    North         East    Units  Estimated Accuracy
 OK0116;SPC MI S     -   167,303.6   4,001,569.8     MT  (+/- 3 meters HH1 GPS) 
 OK0116
 OK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1619164916(NAD 83)
 OK0116
 OK0116                          SUPERSEDED SURVEY CONTROL
 OK0116
 OK0116  NGVD 29 (??/??/92)  225.748  (m)          740.64   (f) ADJ UNCH    2 0
 OK0116
 OK0116.Superseded values are not recommended for survey control.
 OK0116
 OK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0116.See file dsdata.pdf to determine how the superseded data were derived.
 OK0116
 OK0116_MARKER: Z = SEE DESCRIPTION
 OK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0116_STAMPING: BM NO 87 1/2
 OK0116_PROJECTION: PROJECTING 1 CENTIMETERS
 OK0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0116+STABILITY: SURFACE MOTION
 OK0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0116+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 OK0116
 OK0116  HISTORY     - Date     Condition        Report By
 OK0116  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0116  HISTORY     - 1934     GOOD             CGS
 OK0116  HISTORY     - 20010815 GOOD             NGS
 OK0116  HISTORY     - 20070530 GOOD             MIDT
 OK0116  HISTORY     - 20200601 GOOD             MIDT
 OK0116
 OK0116                          STATION DESCRIPTION
 OK0116
 OK0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0116'1.2 MI E FROM OVID.
 OK0116'IN SHAWASSEE COUNTY, 1.2 MILES EAST ALONG THE GRAND TRUNK
 OK0116'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 10
 OK0116'YARDS SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK,
 OK0116'46 FEET NORTH OF THE NORTH RAIL 1.6 FEET SOUTH OF A FENCE, AND
 OK0116'4 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 OK0116'BM NO. 87 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0116
 OK0116                          STATION RECOVERY (2001)
 OK0116
 OK0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0116
 OK0116                          STATION RECOVERY (2007)
 OK0116
 OK0116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0116'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND WARREN ROAD GO
 OK0116'NORTH ON WARREN 0.2 MI (0.3 KM) TO THE INTERSECTION OF WARREN ROAD AND
 OK0116'MCBRIDE ROAD.  GO WEST 0.1 MI (0.2 KM) ON MCBRIDE ROAD THE POINT IS
 OK0116'SOUTH OF MCBRIDE ROAD.  POINT IS BETWEEN THE DRIVEWAYS OF 9212 AND
 OK0116'9300 ADDRESSES.
 OK0116'
 OK0116'THE STATION IS 86 FT (26.2 M) SOUTHWEST AND ACROSS MCBRIDE ROAD OF A
 OK0116'POWER BOX LABELED 9200, 46 FT (14.0 M) NORTH OF THE CENTERLINE OF AN
 OK0116'OLD RAILROAD BED, 23 FT (7.0 M) SOUTH OF THE CENTERLINE OF MCBRIDE
 OK0116'ROAD, NEXT TO A CARSONITE POST.
 OK0116
 OK0116                          STATION RECOVERY (2020)
 OK0116
 OK0116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 OK0116'THE MARK IS 1 INCH (25 MM) NORTH FROM A CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0266 ***********************************************************************
 OJ0266  DESIGNATION -  87 1/2
 OJ0266  PID         -  OJ0266
 OJ0266  STATE/COUNTY-  MI/HURON
 OJ0266  COUNTRY     -  US
 OJ0266  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0266
 OJ0266                         *CURRENT SURVEY CONTROL
 OJ0266  ______________________________________________________________________
 OJ0266* NAD 83(1986) POSITION- 43 46 01.     (N) 083 16 04.     (W)   SCALED
 OJ0266* NAVD 88 ORTHO HEIGHT -   194.948 (meters)      639.59  (feet) ADJUSTED
 OJ0266  ______________________________________________________________________
 OJ0266  GEOID HEIGHT    -        -34.625 (meters)                     GEOID18
 OJ0266  DYNAMIC HEIGHT  -        194.916 (meters)      639.49  (feet) COMP
 OJ0266  MODELED GRAVITY -    980,447.7   (mgal)                       NAVD 88
 OJ0266
 OJ0266  VERT ORDER      -  SECOND    CLASS 0
 OJ0266
 OJ0266.The horizontal coordinates were scaled from a map and have
 OJ0266.an estimated accuracy of +/- 6 seconds.
 OJ0266
 OJ0266.The orthometric height was determined by differential leveling and
 OJ0266.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0266.in June 1991.
 OJ0266
 OJ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0266.GEOID18 height accuracy estimate available here.
 OJ0266
 OJ0266.Click photographs - Photos may exist for this station.
 OJ0266
 OJ0266.The dynamic height is computed by dividing the NAVD 88
 OJ0266.geopotential number by the normal gravity value computed on the
 OJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0266.degrees latitude (g = 980.6199 gals.).
 OJ0266
 OJ0266.The modeled gravity was interpolated from observed gravity values.
 OJ0266
 OJ0266;                    North         East    Units  Estimated Accuracy
 OJ0266;SPC MI S     -   252,400.    4,088,480.      MT  (+/- 180 meters Scaled)
 OJ0266
 OJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174484(NAD 83)
 OJ0266
 OJ0266                          SUPERSEDED SURVEY CONTROL
 OJ0266
 OJ0266  NGVD 29 (??/??/92)  195.098  (m)          640.08   (f) ADJ UNCH    2 0
 OJ0266
 OJ0266.Superseded values are not recommended for survey control.
 OJ0266
 OJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0266.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0266
 OJ0266_MARKER: DB = BENCH MARK DISK
 OJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0266_STAMPING: BM NO 87 1/2
 OJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0266+STABILITY: SURFACE MOTION
 OJ0266
 OJ0266  HISTORY     - Date     Condition        Report By
 OJ0266  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0266  HISTORY     - 1934     GOOD             CGS
 OJ0266  HISTORY     - 1969     GOOD             USGS
 OJ0266  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 OJ0266
 OJ0266                          STATION DESCRIPTION
 OJ0266
 OJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0266'1.6 MI N FROM LINKVILLE.
 OJ0266'1.6 MILES NORTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0266'AT LINKVILLE, HURON COUNTY, ABOUT 0.5 MILE NORTH OF MILEPOST
 OJ0266'P 87, 26.4 FEET SOUTH OF A POLE, 19.9 FEET EAST OF THE EAST
 OJ0266'RAIL AND 1.9 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A 1-1/2 INCH
 OJ0266'BRONZE PLUG, STAMPED B.M. NO. 87 1/2 AND SET IN THE TOP OF A
 OJ0266'CONCRETE POST.
 OJ0266
 OJ0266                          STATION RECOVERY (1969)
 OJ0266
 OJ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0266'RECOVERED IN GOOD CONDITION.
 OJ0266
 OJ0266                          STATION RECOVERY (1998)
 OJ0266
 OJ0266'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6848 ***********************************************************************
 AA6848  DESIGNATION -  87 252A
 AA6848  PID         -  AA6848
 AA6848  STATE/COUNTY-  MI/WAYNE
 AA6848  COUNTRY     -  US
 AA6848  USGS QUAD   -  ROYAL OAK (2017)
 AA6848
 AA6848                         *CURRENT SURVEY CONTROL
 AA6848  ______________________________________________________________________
 AA6848* NAD 83(2011) POSITION- 42 26 41.04078(N) 083 11 52.56545(W)   ADJUSTED
 AA6848* NAD 83(2011) ELLIP HT-   169.155 (meters)        (06/27/12)   ADJUSTED
 AA6848* NAD 83(2011) EPOCH   -  2010.00
 AA6848* NAVD 88 ORTHO HEIGHT -   203.3   (meters)      667.    (feet) GPS OBS
 AA6848  ______________________________________________________________________
 AA6848  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6848  GEOID HEIGHT    -         -34.18 (meters)                     GEOID93
 AA6848  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 AA6848  NAD 83(2011) X  -    558,316.332 (meters)                     COMP
 AA6848  NAD 83(2011) Y  - -4,680,746.436 (meters)                     COMP
 AA6848  NAD 83(2011) Z  -  4,282,300.646 (meters)                     COMP
 AA6848  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AA6848
 AA6848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6848  Standards:
 AA6848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6848  -------------------------------------------------------------------
 AA6848  NETWORK    0.68   0.73           0.32   0.22   0.37      0.03637610
 AA6848  -------------------------------------------------------------------
 AA6848  Click here for local accuracies and other accuracy information.
 AA6848
 AA6848.The horizontal coordinates were established by GPS observations
 AA6848.and adjusted by the National Geodetic Survey in June 2012.
 AA6848
 AA6848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6848.been affixed to the stable North American tectonic plate. See 
 AA6848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6848
 AA6848.The horizontal coordinates are valid at the epoch date displayed above
 AA6848.which is a decimal equivalence of Year/Month/Day.
 AA6848
 AA6848.The orthometric height was determined by GPS observations and a
 AA6848.high-resolution geoid model.
 AA6848
 AA6848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6848.GEOID18 height accuracy estimate available here.
 AA6848
 AA6848.Click photographs - Photos may exist for this station.
 AA6848
 AA6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6848
 AA6848.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6848
 AA6848.The ellipsoidal height was determined by GPS observations
 AA6848.and is referenced to NAD 83.
 AA6848
 AA6848. The following values were computed from the NAD 83(2011) position.
 AA6848
 AA6848;                    North         East     Units Scale Factor Converg.
 AA6848;SPC MI S     -   105,606.074 4,096,143.938   MT  0.99993622   +0 47 43.3
 AA6848;SPC MI S     -   346,476.62 13,438,792.45   iFT  0.99993622   +0 47 43.3
 AA6848;UTM  17      - 4,701,496.852   319,241.209   MT  1.00000202   -1 29 01.5
 AA6848
 AA6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6848!SPC MI S     -   0.99997347  x   0.99993622  =   0.99990969
 AA6848!UTM  17      -   0.99997347  x   1.00000202  =   0.99997549
 AA6848
 AA6848:                Primary Azimuth Mark                     Grid Az
 AA6848:SPC MI S     -  87 253                                   087 42 02.3
 AA6848:UTM  17      -  87 253                                   089 58 47.1
 AA6848
 AA6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1924101496(NAD 83)
 AA6848
 AA6848|---------------------------------------------------------------------|
 AA6848| PID    Reference Object                     Distance      Geod. Az  |
 AA6848|                                                           dddmmss.s |
 AA6848| AA6843 87 253                              APPROX. 0.6 KM 0882945.6 |
 AA6848| AA5400 25313                               492.637 METERS 3350854.6 |
 AA6848|---------------------------------------------------------------------|
 AA6848
 AA6848                          SUPERSEDED SURVEY CONTROL
 AA6848
 AA6848  NAD 83(2007)-  42 26 41.04090(N)    083 11 52.56639(W) AD(2002.00) 0
 AA6848  ELLIP H (02/10/07)  169.148  (m)                       GP(2002.00)    
 AA6848  ELLIP H (07/12/02)  169.178  (m)                       GP(       ) 4 1
 AA6848  NAD 83(1994)-  42 26 41.04089(N)    083 11 52.56622(W) AD(       ) 1
 AA6848  ELLIP H (02/03/97)  169.223  (m)                       GP(       ) 4 1
 AA6848  NAD 83(1986)-  42 26 41.04528(N)    083 11 52.59720(W) AD(       ) 1
 AA6848
 AA6848.Superseded values are not recommended for survey control.
 AA6848
 AA6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6848.See file dsdata.pdf to determine how the superseded data were derived.
 AA6848
 AA6848_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6848_STAMPING: 87-252A 1960
 AA6848_MARK LOGO: MI-163
 AA6848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6848+STABILITY: SURFACE MOTION
 AA6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6848+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6848
 AA6848  HISTORY     - Date     Condition        Report By
 AA6848  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6848  HISTORY     - 20060802 MARK NOT FOUND   HEI
 AA6848
 AA6848                          STATION DESCRIPTION
 AA6848
 AA6848'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6848'STATION IS LOCATED APPROXIMATELY 8 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6848'BASELINE ROAD AT AUDREY ROAD. TO REACH FROM M-102 (BASELINE ROAD) AND
 AA6848'GREENFIELD ROAD PROCEED EAST ON BASELINE ROAD 0.15 MILESTO AUDREY ROAD
 AA6848'AND THE STATION IN THE SOUTHEAST QUADRANT. THE STATION IS A CITY OF
 AA6848'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6848'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET FLUSH WITH THE
 AA6848'CONCRETE SIDEWALK.  THR MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6848'TWO SIDEWALKS. CENTERLINE OF EASTBOUND BASELINE ROAD IS N 0 E, 29.5
 AA6848'FEET, CENTERLINE OF AUDREY ROAD IS N 90 W, 26.0 FEET.
 AA6848
 AA6848                          STATION RECOVERY (2006)
 AA6848
 AA6848'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 AA6848'MARK NOT FOUND.  NEW CONCRETE PLACED FOR SIDEWALK IN 2001.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6843 ***********************************************************************
 AA6843  DESIGNATION -  87 253
 AA6843  PID         -  AA6843
 AA6843  STATE/COUNTY-  MI/WAYNE
 AA6843  COUNTRY     -  US
 AA6843  USGS QUAD   -  ROYAL OAK (2017)
 AA6843
 AA6843                         *CURRENT SURVEY CONTROL
 AA6843  ______________________________________________________________________
 AA6843* NAD 83(2011) POSITION- 42 26 41.53524(N) 083 11 27.09745(W)   ADJUSTED
 AA6843* NAD 83(2011) ELLIP HT-   168.395 (meters)        (06/27/12)   ADJUSTED
 AA6843* NAD 83(2011) EPOCH   -  2010.00
 AA6843* NAVD 88 ORTHO HEIGHT -   202.5   (meters)      664.    (feet) GPS OBS
 AA6843  ______________________________________________________________________
 AA6843  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6843  GEOID HEIGHT    -         -34.19 (meters)                     GEOID93
 AA6843  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 AA6843  NAD 83(2011) X  -    558,892.983 (meters)                     COMP
 AA6843  NAD 83(2011) Y  - -4,680,666.683 (meters)                     COMP
 AA6843  NAD 83(2011) Z  -  4,282,311.392 (meters)                     COMP
 AA6843  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 AA6843
 AA6843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6843  Standards:
 AA6843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6843  -------------------------------------------------------------------
 AA6843  NETWORK    0.73   0.80           0.34   0.24   0.41      0.03668213
 AA6843  -------------------------------------------------------------------
 AA6843  Click here for local accuracies and other accuracy information.
 AA6843
 AA6843.The horizontal coordinates were established by GPS observations
 AA6843.and adjusted by the National Geodetic Survey in June 2012.
 AA6843
 AA6843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6843.been affixed to the stable North American tectonic plate. See 
 AA6843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6843
 AA6843.The horizontal coordinates are valid at the epoch date displayed above
 AA6843.which is a decimal equivalence of Year/Month/Day.
 AA6843
 AA6843.The orthometric height was determined by GPS observations and a
 AA6843.high-resolution geoid model.
 AA6843
 AA6843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6843.GEOID18 height accuracy estimate available here.
 AA6843
 AA6843.Click photographs - Photos may exist for this station.
 AA6843
 AA6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6843
 AA6843.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6843
 AA6843.The ellipsoidal height was determined by GPS observations
 AA6843.and is referenced to NAD 83.
 AA6843
 AA6843. The following values were computed from the NAD 83(2011) position.
 AA6843
 AA6843;                    North         East     Units Scale Factor Converg.
 AA6843;SPC MI S     -   105,629.431 4,096,725.656   MT  0.99993621   +0 48 00.6
 AA6843;SPC MI S     -   346,553.25 13,440,700.97   iFT  0.99993621   +0 48 00.6
 AA6843;UTM  17      - 4,701,497.058   319,823.433   MT  0.99999943   -1 28 44.3
 AA6843
 AA6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6843!SPC MI S     -   0.99997359  x   0.99993621  =   0.99990980
 AA6843!UTM  17      -   0.99997359  x   0.99999943  =   0.99997302
 AA6843
 AA6843:                Primary Azimuth Mark                     Grid Az
 AA6843:SPC MI S     -  87 252A                                  267 42 02.2
 AA6843:UTM  17      -  87 252A                                  269 58 47.1
 AA6843
 AA6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1982301497(NAD 83)
 AA6843
 AA6843|---------------------------------------------------------------------|
 AA6843| PID    Reference Object                     Distance      Geod. Az  |
 AA6843|                                                           dddmmss.s |
 AA6843| AA6848 87 252A                             APPROX. 0.6 KM 2683002.8 |
 AA6843|---------------------------------------------------------------------|
 AA6843
 AA6843                          SUPERSEDED SURVEY CONTROL
 AA6843
 AA6843  NAD 83(2007)-  42 26 41.53537(N)    083 11 27.09838(W) AD(2002.00) 0
 AA6843  ELLIP H (02/10/07)  168.389  (m)                       GP(2002.00)    
 AA6843  ELLIP H (07/12/02)  168.420  (m)                       GP(       ) 4 1
 AA6843  NAD 83(1994)-  42 26 41.53541(N)    083 11 27.09822(W) AD(       ) 1
 AA6843  ELLIP H (02/03/97)  168.464  (m)                       GP(       ) 4 1
 AA6843  NAD 83(1986)-  42 26 41.53978(N)    083 11 27.12920(W) AD(       ) 1
 AA6843
 AA6843.Superseded values are not recommended for survey control.
 AA6843
 AA6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6843.See file dsdata.pdf to determine how the superseded data were derived.
 AA6843
 AA6843_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6843_STAMPING: 87-253 1960
 AA6843_MARK LOGO: MI-163
 AA6843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6843+STABILITY: SURFACE MOTION
 AA6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6843+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6843
 AA6843  HISTORY     - Date     Condition        Report By
 AA6843  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6843  HISTORY     - 20060802 MARK NOT FOUND   HEI
 AA6843
 AA6843                          STATION DESCRIPTION
 AA6843
 AA6843'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6843'STATION IS LOCATED APPROXIMATELY 8 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6843'BASELINE ROAD AT HUBBELL ROAD. TO REACH FROM M-102 (BASELINE ROAD) AND
 AA6843'GREENFIELD ROAD PROCEED EAST ON BASELINE ROAD 0.5 MILESTO HUBBELL ROAD
 AA6843'AND THE STATION IN THE SOUTHWEST QUADRANT. THE STATION IS A CITY OF
 AA6843'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6843'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET FLUSH WITH THE
 AA6843'CONCRETE SIDEWALK.  THR MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6843'TWO SIDEWALKS. CENTERLINE OF BASELINE ROAD IS N 0 E, 46.3 FEET,
 AA6843'CENTERLINE OF HUBBELL ROAD IS N 90 E, 39.3 FEET.
 AA6843
 AA6843                          STATION RECOVERY (2006)
 AA6843
 AA6843'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 AA6843'MARK NOT FOUND.  NEW CONCRETE PLACED FOR SIDEWALK IN 2001.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0422 ***********************************************************************
 NF0422  DESIGNATION -  873
 NF0422  PID         -  NF0422
 NF0422  STATE/COUNTY-  MI/BARRY
 NF0422  COUNTRY     -  US
 NF0422  USGS QUAD   -  CLOVERDALE (2017)
 NF0422
 NF0422                         *CURRENT SURVEY CONTROL
 NF0422  ______________________________________________________________________
 NF0422* NAD 83(1986) POSITION- 42 36 35.     (N) 085 27 30.     (W)   SCALED
 NF0422* NAVD 88 ORTHO HEIGHT -   266.034 (meters)      872.81  (feet) ADJUSTED
 NF0422  ______________________________________________________________________
 NF0422  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 NF0422  DYNAMIC HEIGHT  -        265.955 (meters)      872.55  (feet) COMP
 NF0422  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 NF0422
 NF0422  VERT ORDER      -  SECOND    CLASS I
 NF0422
 NF0422.The horizontal coordinates were scaled from a map and have
 NF0422.an estimated accuracy of +/- 6 seconds.
 NF0422
 NF0422.The orthometric height was determined by differential leveling and
 NF0422.adjusted by the NATIONAL GEODETIC SURVEY
 NF0422.in June 1991.
 NF0422
 NF0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0422.GEOID18 height accuracy estimate available here.
 NF0422
 NF0422.Click photographs - Photos may exist for this station.
 NF0422
 NF0422.The dynamic height is computed by dividing the NAVD 88
 NF0422.geopotential number by the normal gravity value computed on the
 NF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0422.degrees latitude (g = 980.6199 gals.).
 NF0422
 NF0422.The modeled gravity was interpolated from observed gravity values.
 NF0422
 NF0422;                    North         East    Units  Estimated Accuracy
 NF0422;SPC MI S     -   123,850.    3,910,430.      MT  (+/- 180 meters Scaled)
 NF0422
 NF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN264186(NAD 83)
 NF0422
 NF0422                          SUPERSEDED SURVEY CONTROL
 NF0422
 NF0422  NGVD 29 (??/??/92)  266.159  (m)          873.22   (f) ADJ UNCH    2 0
 NF0422
 NF0422.Superseded values are not recommended for survey control.
 NF0422
 NF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0422.See file dsdata.pdf to determine how the superseded data were derived.
 NF0422
 NF0422_MARKER: DB = BENCH MARK DISK
 NF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0422_STAMPING: S 23 1947 873
 NF0422_MARK LOGO: USGS
 NF0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0422+STABILITY: SURFACE MOTION
 NF0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0422+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 NF0422
 NF0422  HISTORY     - Date     Condition        Report By
 NF0422  HISTORY     - 1947     MONUMENTED       USGS
 NF0422  HISTORY     - 1948     GOOD             CGS
 NF0422  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0422  HISTORY     - 20000822 GOOD             MI-015
 NF0422
 NF0422                          STATION DESCRIPTION
 NF0422
 NF0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0422'7.6 MI S FROM MIDDLEVILLE.
 NF0422'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0422'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 5.05 MILES SOUTHWEST
 NF0422'ALONG COUNTY ROAD 611, AT THE JUNCTION OF COUNTY ROAD 430
 NF0422'LEADING NORTHEAST, 84 FEET NORTHWEST OF A WELL PUMP, 67 FEET
 NF0422'SOUTHEAST OF THE CENTER OF THE JUNCTION, 30 FEET SOUTHEAST
 NF0422'OF THE CENTER LINE OF THE ROAD NORTHEAST, 63 FEET NORTHWEST
 NF0422'OF THE NORTHWEST CORNER OF A HOUSE, 50 FEET NORTHEAST OF THE
 NF0422'NORTHEAST CORNER OF AN OLD GARAGE, 1 FOOT NORTHEAST OF A CONE
 NF0422'SHAPED CONCRETE AND ROCK MONUMENT IN LAWN, 1 FOOT NORTHEAST
 NF0422'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE JUNCTION
 NF0422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0422
 NF0422                          STATION RECOVERY (1985)
 NF0422
 NF0422'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0422'MARK NOT FOUND.
 NF0422
 NF0422                          STATION RECOVERY (2000)
 NF0422
 NF0422'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0422'STATION IS LOCATED IN SECTION 35, T-3-N, R-10-W, YANKEE SPRINGS
 NF0422'TOWNSHIP, BARRY COUNTY, MI.  IT 1.0 FT (0.3 M) NORTHEAST FROM A
 NF0422'CARSONITE WITNESS MARKER, 3.0 FT (0.9 M) NORTHEAST FROM A 3-FOOT TALL
 NF0422'STONE PYRIMID, 1.0 FT (0.3 M) NORTHEAST FROM A DECAYING WOOD WITNESS
 NF0422'POST, 37.0 FT (11.3 M) SOUTHEAST FROM CENTERLINE OF GUN LAKE ROAD,
 NF0422'60.0 FT (18.3 M) SOUTH-SOUTHEAST FROM A STOP SIGN POST, 74.0 FTT
 NF0422'EASTERLY FROM CENTERLINE-CENTERLINE INTERSECTION, AND 78.0 FT (23.8 M)
 NF0422'SOUTHE-SOUTHEAST FROM A UTILITY POLE.  TO REACH STATION FROM THE
 NF0422'INTERSECTION OF HIGHWAY M-179 (CHIEF NOONDAY RD.) AND YANKEE SPRINGS
 NF0422'ROAD (COUNTY ROAD 611) GO SOUTH ALONG YANKEE SPRINGS ROAD FOR 2.2
 NF0422'MILES (3.5 KM) TO THE INTERSECTION OF GUN LAKE ROAD AND THE STATION ON
 NF0422'THE LEFT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0798 ***********************************************************************
 NE0798  DESIGNATION -  879
 NE0798  PID         -  NE0798
 NE0798  STATE/COUNTY-  MI/LIVINGSTON
 NE0798  COUNTRY     -  US
 NE0798  USGS QUAD   -  OAK GROVE (2017)
 NE0798
 NE0798                         *CURRENT SURVEY CONTROL
 NE0798  ______________________________________________________________________
 NE0798* NAD 83(1986) POSITION- 42 43 51.     (N) 083 56 57.     (W)   SCALED
 NE0798* NAVD 88 ORTHO HEIGHT -   267.634 (meters)      878.06  (feet) ADJUSTED
 NE0798  ______________________________________________________________________
 NE0798  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 NE0798  DYNAMIC HEIGHT  -        267.567 (meters)      877.84  (feet) COMP
 NE0798  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 NE0798
 NE0798  VERT ORDER      -  SECOND    CLASS 0
 NE0798
 NE0798.The horizontal coordinates were scaled from a map and have
 NE0798.an estimated accuracy of +/- 6 seconds.
 NE0798
 NE0798.The orthometric height was determined by differential leveling and
 NE0798.adjusted by the NATIONAL GEODETIC SURVEY
 NE0798.in June 1991.
 NE0798
 NE0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0798.GEOID18 height accuracy estimate available here.
 NE0798
 NE0798.Click photographs - Photos may exist for this station.
 NE0798
 NE0798.The dynamic height is computed by dividing the NAVD 88
 NE0798.geopotential number by the normal gravity value computed on the
 NE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0798.degrees latitude (g = 980.6199 gals.).
 NE0798
 NE0798.The modeled gravity was interpolated from observed gravity values.
 NE0798
 NE0798;                    North         East    Units  Estimated Accuracy
 NE0798;SPC MI S     -   136,800.    4,034,190.      MT  (+/- 180 meters Scaled)
 NE0798
 NE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH585351(NAD 83)
 NE0798
 NE0798                          SUPERSEDED SURVEY CONTROL
 NE0798
 NE0798  NGVD 29 (??/??/92)  267.766  (m)          878.50   (f) ADJ UNCH    2 0
 NE0798
 NE0798.Superseded values are not recommended for survey control.
 NE0798
 NE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0798.See file dsdata.pdf to determine how the superseded data were derived.
 NE0798
 NE0798_MARKER: P = PIPE CAP
 NE0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0798_STAMPING: 879 MICH 1919
 NE0798_MARK LOGO: USGS
 NE0798_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0798
 NE0798  HISTORY     - Date     Condition        Report By
 NE0798  HISTORY     - 1919     MONUMENTED       USGS
 NE0798  HISTORY     - 1934     GOOD             CGS
 NE0798
 NE0798                          STATION DESCRIPTION
 NE0798
 NE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0798'2 MI NW FROM OAK GROVE.
 NE0798'2.0 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0798'AT OAK GROVE LIVINGSTON COUNTY, THENCE 0.2 MILE SOUTHWEST ALONG
 NE0798'A GRAVEL ROAD, AT THE PUBLIC SCHOOL PROPERTY, 75 YARDS NORTHEAST
 NE0798'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 14 FEET FROM THE
 NE0798'CENTERLINE OF THE ROAD, AND 9 FEET SOUTH OF A 12-INCH OAK TREE.
 NE0798'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 879 MICH
 NE0798'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0534 ***********************************************************************
 NF0534  DESIGNATION -  879
 NF0534  PID         -  NF0534
 NF0534  STATE/COUNTY-  MI/KALAMAZOO
 NF0534  COUNTRY     -  US
 NF0534  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0534
 NF0534                         *CURRENT SURVEY CONTROL
 NF0534  ______________________________________________________________________
 NF0534* NAD 83(1986) POSITION- 42 06 58.     (N) 085 37 56.     (W)   SCALED
 NF0534* NAVD 88 ORTHO HEIGHT -   267.790 (meters)      878.57  (feet) ADJUSTED
 NF0534  ______________________________________________________________________
 NF0534  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 NF0534  DYNAMIC HEIGHT  -        267.702 (meters)      878.29  (feet) COMP
 NF0534  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 NF0534
 NF0534  VERT ORDER      -  FIRST     CLASS II
 NF0534
 NF0534.The horizontal coordinates were scaled from a map and have
 NF0534.an estimated accuracy of +/- 6 seconds.
 NF0534
 NF0534.The orthometric height was determined by differential leveling and
 NF0534.adjusted by the NATIONAL GEODETIC SURVEY
 NF0534.in June 1991.
 NF0534
 NF0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0534.GEOID18 height accuracy estimate available here.
 NF0534
 NF0534.Click photographs - Photos may exist for this station.
 NF0534
 NF0534.The dynamic height is computed by dividing the NAVD 88
 NF0534.geopotential number by the normal gravity value computed on the
 NF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0534.degrees latitude (g = 980.6199 gals.).
 NF0534
 NF0534.The modeled gravity was interpolated from observed gravity values.
 NF0534
 NF0534;                    North         East    Units  Estimated Accuracy
 NF0534;SPC MI S     -    69,220.    3,895,340.      MT  (+/- 180 meters Scaled)
 NF0534
 NF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM130635(NAD 83)
 NF0534
 NF0534                          SUPERSEDED SURVEY CONTROL
 NF0534
 NF0534  NGVD 29 (??/??/92)  267.936  (m)          879.05   (f) ADJ UNCH    1 2
 NF0534
 NF0534.Superseded values are not recommended for survey control.
 NF0534
 NF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0534.See file dsdata.pdf to determine how the superseded data were derived.
 NF0534
 NF0534_MARKER: P = PIPE CAP
 NF0534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0534_STAMPING: 879.053 FT MICH 879
 NF0534_MARK LOGO: USGS
 NF0534_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0534
 NF0534  HISTORY     - Date     Condition        Report By
 NF0534  HISTORY     - 1913     MONUMENTED       USGS
 NF0534  HISTORY     - 1957     GOOD             CGS
 NF0534  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0534
 NF0534                          STATION DESCRIPTION
 NF0534
 NF0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0534'AT SCHOOLCRAFT.
 NF0534'AT SCHOOLCRAFT, KALAMAZOO COUNTY, ON THE NEW YORK CENTRAL
 NF0534'RAILROAD, 1/2 MILE NORTH OF THE CROSSING OF THE GRAND TRUNK
 NF0534'WESTERN RAILWAY, IN THE NORTHEAST CORNER OF THE CROSSING OF EAST
 NF0534'CASS STREET, OPPOSITE THE WATERWORKS, JUST NORTH OF THE SIDEWALK,
 NF0534'AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  A UNITED STATES
 NF0534'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 879.053 FT MICH 879
 NF0534'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 14
 NF0534'INCHES ABOVE GROUND.
 NF0534
 NF0534                          STATION RECOVERY (1993)
 NF0534
 NF0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0534'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0376 ***********************************************************************
 OK0376  DESIGNATION -  88
 OK0376  PID         -  OK0376
 OK0376  STATE/COUNTY-  MI/KENT
 OK0376  COUNTRY     -  US
 OK0376  USGS QUAD   -  CASNOVIA (2017)
 OK0376
 OK0376                         *CURRENT SURVEY CONTROL
 OK0376  ______________________________________________________________________
 OK0376* NAD 83(1986) POSITION- 43 13 20.     (N) 085 45 39.     (W)   SCALED
 OK0376* NAVD 88 ORTHO HEIGHT -   245.126 (meters)      804.22  (feet) ADJUSTED
 OK0376  ______________________________________________________________________
 OK0376  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 OK0376  DYNAMIC HEIGHT  -        245.068 (meters)      804.03  (feet) COMP
 OK0376  MODELED GRAVITY -    980,378.9   (mgal)                       NAVD 88
 OK0376
 OK0376  VERT ORDER      -  SECOND    CLASS 0
 OK0376
 OK0376.The horizontal coordinates were scaled from a map and have
 OK0376.an estimated accuracy of +/- 6 seconds.
 OK0376
 OK0376.The orthometric height was determined by differential leveling and
 OK0376.adjusted by the NATIONAL GEODETIC SURVEY
 OK0376.in June 1991.
 OK0376
 OK0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0376.GEOID18 height accuracy estimate available here.
 OK0376
 OK0376.Click photographs - Photos may exist for this station.
 OK0376
 OK0376.The dynamic height is computed by dividing the NAVD 88
 OK0376.geopotential number by the normal gravity value computed on the
 OK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0376.degrees latitude (g = 980.6199 gals.).
 OK0376
 OK0376.The modeled gravity was interpolated from observed gravity values.
 OK0376
 OK0376;                    North         East    Units  Estimated Accuracy
 OK0376;SPC MI S     -   192,240.    3,886,740.      MT  (+/- 180 meters Scaled)
 OK0376
 OK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN006862(NAD 83)
 OK0376
 OK0376                          SUPERSEDED SURVEY CONTROL
 OK0376
 OK0376  NGVD 29 (??/??/92)  245.254  (m)          804.64   (f) ADJ UNCH    2 0
 OK0376
 OK0376.Superseded values are not recommended for survey control.
 OK0376
 OK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0376.See file dsdata.pdf to determine how the superseded data were derived.
 OK0376
 OK0376_MARKER: R = RIVET
 OK0376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OK0376_SP_SET: BRIDGE ABUTMENT
 OK0376_MARK LOGO: NONE
 OK0376_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0376+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 OK0376
 OK0376  HISTORY     - Date     Condition        Report By
 OK0376  HISTORY     - 1934     MONUMENTED       PMRR
 OK0376  HISTORY     - 1947     GOOD             CGS
 OK0376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0376  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OK0376  HISTORY     - 19920602 GOOD             NONE
 OK0376  HISTORY     - 20120612 GOOD             MIDT
 OK0376
 OK0376                          STATION DESCRIPTION
 OK0376
 OK0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 OK0376'0.6 MI N FROM KENT CITY.
 OK0376'0.6 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0376'STATION AT KENT CITY, KENT COUNTY, OPPOSITE RAILWAY BRIDGE
 OK0376'173.3, 67 FEET WEST OF THE WEST RAIL, AT A HIGHWAY BRIDGE, AND
 OK0376'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT.  A STANDARD
 OK0376'MONEL-METAL RIVET.
 OK0376
 OK0376                          STATION RECOVERY (1987)
 OK0376
 OK0376'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLD)
 OK0376'MARK NOT FOUND.
 OK0376
 OK0376                          STATION RECOVERY (1989)
 OK0376
 OK0376'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 OK0376'MARK NOT FOUND.
 OK0376
 OK0376                          STATION RECOVERY (1992)
 OK0376
 OK0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CM)
 OK0376'ABOUT 0.6 MI (1.0 KM) NORTHWEST ALONG BALL CREEK ROAD FROM ITS
 OK0376'INTERSECTION WITH PEACHRIDGE AVENUE IN KENT CITY, IN SECTION 29,
 OK0376'SECTION 29, T-10-N, R-13-W, TYRONE TOWNSHIP. FROM THE RAILROAD
 OK0376'STATION, (NORTHEAST CORNER OF C AND O RAILWAY AND PEACHRIDGE AVENUE)
 OK0376'IN KENT CITY, GO NORTHWEST ALONG THE CHESAPEAKE AND OHIO RIALWAY FOR
 OK0376'0.6 MI (1.0 KM) TO RAILROAD BRIDGE OVER BALL CREEK ROAD AND STATION
 OK0376'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT,  A MONEL-METAL
 OK0376'RIVET, IN THE NORTHEAST CORNER OF THE NORTHERN MOST BRIDGE ABUTMENT,
 OK0376'3.0 FT (0.9 M) BELOW THE ROAD SURFACE, BETWEEN THE RAILROAD AND THE
 OK0376'HIGHWAY, ON THE LEFT BANK OF THE CREEK, SOUTH 30 DEGREES EAST 7.0 FT
 OK0376'(2.1 M) FROM A CARSONITE WITNESS POST, NORTH 45 DEGREES EAST 19.0 FT
 OK0376'(5.8 M) FROM CENTER OF HIGHWAY, HIGHWAY, 67.0 FT (20.4 M) SOUTHWEST
 OK0376'FROM THE SOUTHWEST RAIL.  OPPOSITE RAILROAD BRIDGE 173.3, ON HIGHWAY
 OK0376'BRIDGE ABUTMENT.
 OK0376
 OK0376                          STATION RECOVERY (2012)
 OK0376
 OK0376'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OK0376'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0117 ***********************************************************************
 OK0117  DESIGNATION -  88 1/2
 OK0117  PID         -  OK0117
 OK0117  STATE/COUNTY-  MI/SHIAWASSEE
 OK0117  COUNTRY     -  US
 OK0117  USGS QUAD   -  OVID EAST (2017)
 OK0117
 OK0117                         *CURRENT SURVEY CONTROL
 OK0117  ______________________________________________________________________
 OK0117* NAD 83(1986) POSITION- 43 00 21.     (N) 084 22 01.     (W)   SCALED
 OK0117* NAVD 88 ORTHO HEIGHT -   221.926 (meters)      728.10  (feet) ADJUSTED
 OK0117  ______________________________________________________________________
 OK0117  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 OK0117  DYNAMIC HEIGHT  -        221.877 (meters)      727.94  (feet) COMP
 OK0117  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 OK0117
 OK0117  VERT ORDER      -  SECOND    CLASS 0
 OK0117
 OK0117.The horizontal coordinates were scaled from a map and have
 OK0117.an estimated accuracy of +/- 6 seconds.
 OK0117
 OK0117.The orthometric height was determined by differential leveling and
 OK0117.adjusted by the NATIONAL GEODETIC SURVEY
 OK0117.in June 1991.
 OK0117
 OK0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0117.GEOID18 height accuracy estimate available here.
 OK0117
 OK0117.Click photographs - Photos may exist for this station.
 OK0117
 OK0117.The dynamic height is computed by dividing the NAVD 88
 OK0117.geopotential number by the normal gravity value computed on the
 OK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0117.degrees latitude (g = 980.6199 gals.).
 OK0117
 OK0117.The modeled gravity was interpolated from observed gravity values.
 OK0117
 OK0117;                    North         East    Units  Estimated Accuracy
 OK0117;SPC MI S     -   167,270.    3,999,980.      MT  (+/- 180 meters Scaled)
 OK0117
 OK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN146648(NAD 83)
 OK0117
 OK0117                          SUPERSEDED SURVEY CONTROL
 OK0117
 OK0117  NGVD 29 (??/??/92)  222.072  (m)          728.58   (f) ADJ UNCH    2 0
 OK0117
 OK0117.Superseded values are not recommended for survey control.
 OK0117
 OK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0117.See file dsdata.pdf to determine how the superseded data were derived.
 OK0117
 OK0117_MARKER: B = BOLT
 OK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0117_STAMPING: BM NO 88 1/2
 OK0117_MARK LOGO: GTWRR
 OK0117_PROJECTION: FLUSH
 OK0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0117+STABILITY: SURFACE MOTION
 OK0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0117+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2007
 OK0117
 OK0117  HISTORY     - Date     Condition        Report By
 OK0117  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0117  HISTORY     - 1934     GOOD             CGS
 OK0117  HISTORY     - 20010806 GOOD             NGS
 OK0117  HISTORY     - 20010815 GOOD             NGS
 OK0117  HISTORY     - 20070524 GOOD             MIDT
 OK0117
 OK0117                          STATION DESCRIPTION
 OK0117
 OK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0117'0.2 MI E FROM OVID.
 OK0117'IN SHIAWASSEE COUNTY, 0.2 MILE EAST ALONG THE GRAND TRUNK
 OK0117'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, AT
 OK0117'THE SOUTHEAST CORNER OF A ROAD CROSSING, ON THE OPPOSITE SIDE
 OK0117'OF A FENCE FROM A FARMHOUSE, 22 YARDS EAST OF THE CENTERLINE
 OK0117'OF THE ROAD, 37 FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET NORTH
 OK0117'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OK0117'BRONZE PLUG, STAMPED BM NO. 88 1/2 AND SET IN THE TOP OF A
 OK0117'CONCRETE POST.
 OK0117
 OK0117                          STATION RECOVERY (2001)
 OK0117
 OK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0117
 OK0117                          STATION RECOVERY (2001)
 OK0117
 OK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0117
 OK0117                          STATION RECOVERY (2007)
 OK0117
 OK0117'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0117'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND MAIN STREET GO
 OK0117'NORTH 0.1 MI (0.2 KM) ON MAIN STREET TO THE INTERSECTION OF MAIN
 OK0117'STREET AND ELM STREET, THEN GO EAST 0.2 MI (0.3 KM) ON ELM STREET TO
 OK0117'THE INTERSECTION OF ELM STREET AND EAST STREET, THEN GO 0.2 MI (0.3
 OK0117'KM) NORTH ON EAST STREET TO WHERE AN OLD RAILROAD BED INTERSECTS EAST
 OK0117'STREET.  POINT IS IN THE SOUTHEAST QUADRANT IN THE YARD OF 112 EAST
 OK0117'STREET (ADDRESS).
 OK0117'
 OK0117'THE STATIONS IS 69 FT (21.0 M) EAST OF THE CENTERLINE OF EAST STREET,
 OK0117'43 FT (13.1 M) SOUTH OF THE CENTERLINE OF AN OLD RAILROAD BED, 26 FT
 OK0117'(7.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE WITH
 OK0117'ADDRESS 112, NEXT TO A CARSONITE POST.  MARK IS PROTRUDING 10 CM (4
 OK0117'INCHES) ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0268 ***********************************************************************
 OJ0268  DESIGNATION -  88 1/2
 OJ0268  PID         -  OJ0268
 OJ0268  STATE/COUNTY-  MI/HURON
 OJ0268  COUNTRY     -  US
 OJ0268  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0268
 OJ0268                         *CURRENT SURVEY CONTROL
 OJ0268  ______________________________________________________________________
 OJ0268* NAD 83(1986) POSITION- 43 46 55.     (N) 083 16 05.     (W)   SCALED
 OJ0268* NAVD 88 ORTHO HEIGHT -   193.990 (meters)      636.45  (feet) ADJUSTED
 OJ0268  ______________________________________________________________________
 OJ0268  GEOID HEIGHT    -        -34.653 (meters)                     GEOID18
 OJ0268  DYNAMIC HEIGHT  -        193.957 (meters)      636.34  (feet) COMP
 OJ0268  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 OJ0268
 OJ0268  VERT ORDER      -  SECOND    CLASS 0
 OJ0268
 OJ0268.The horizontal coordinates were scaled from a map and have
 OJ0268.an estimated accuracy of +/- 6 seconds.
 OJ0268
 OJ0268.The orthometric height was determined by differential leveling and
 OJ0268.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0268.in June 1991.
 OJ0268
 OJ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0268.GEOID18 height accuracy estimate available here.
 OJ0268
 OJ0268.Click photographs - Photos may exist for this station.
 OJ0268
 OJ0268.The dynamic height is computed by dividing the NAVD 88
 OJ0268.geopotential number by the normal gravity value computed on the
 OJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0268.degrees latitude (g = 980.6199 gals.).
 OJ0268
 OJ0268.The modeled gravity was interpolated from observed gravity values.
 OJ0268
 OJ0268;                    North         East    Units  Estimated Accuracy
 OJ0268;SPC MI S     -   254,060.    4,088,440.      MT  (+/- 180 meters Scaled)
 OJ0268
 OJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174501(NAD 83)
 OJ0268
 OJ0268                          SUPERSEDED SURVEY CONTROL
 OJ0268
 OJ0268  NGVD 29 (??/??/92)  194.140  (m)          636.94   (f) ADJ UNCH    2 0
 OJ0268
 OJ0268.Superseded values are not recommended for survey control.
 OJ0268
 OJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0268.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0268
 OJ0268_MARKER: DB = BENCH MARK DISK
 OJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0268_STAMPING: BM NO 88 1/2
 OJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0268+STABILITY: SURFACE MOTION
 OJ0268
 OJ0268  HISTORY     - Date     Condition        Report By
 OJ0268  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0268  HISTORY     - 1934     GOOD             CGS
 OJ0268  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0268  HISTORY     - 19980530 GOOD             USPSQD
 OJ0268
 OJ0268                          STATION DESCRIPTION
 OJ0268
 OJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0268'2.6 MI N FROM LINKVILLE.
 OJ0268'2.6 MILES NORTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0268'AT LINKVILLE, 0.5 MILE NORTH OF MILEPOST P 88, 22 FEET EAST OF
 OJ0268'THE EAST RAIL, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 OJ0268'ABOUT 1 FOOT HIGHER THAN THE TOP OF RAIL.  A 1-1/2-INCH BRONZE
 OJ0268'PLUG, STAMPED B.M. NO. 88 1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0268'POST.
 OJ0268
 OJ0268                          STATION RECOVERY (1969)
 OJ0268
 OJ0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0268'MARK NOT FOUND.
 OJ0268
 OJ0268                          STATION RECOVERY (1998)
 OJ0268
 OJ0268'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8068 ***********************************************************************
 AA8068  CBN         -  This is a Cooperative Base Network Control Station.
 AA8068  DESIGNATION -  88 WR
 AA8068  PID         -  AA8068
 AA8068  STATE/COUNTY-  MI/KENT
 AA8068  COUNTRY     -  US
 AA8068  USGS QUAD   -  TRUFANT (2017)
 AA8068
 AA8068                         *CURRENT SURVEY CONTROL
 AA8068  ______________________________________________________________________
 AA8068* NAD 83(2011) POSITION- 43 16 17.62978(N) 085 20 32.08416(W)   ADJUSTED
 AA8068* NAD 83(2011) ELLIP HT-   238.678 (meters)        (06/27/12)   ADJUSTED
 AA8068* NAD 83(2011) EPOCH   -  2010.00
 AA8068* NAVD 88 ORTHO HEIGHT -   271.5   (meters)      891.    (feet) GPS OBS
 AA8068  ______________________________________________________________________
 AA8068  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8068  GEOID HEIGHT    -        -32.528 (meters)                     GEOID93
 AA8068  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 AA8068  NAD 83(2011) X  -    377,718.682 (meters)                     COMP
 AA8068  NAD 83(2011) Y  - -4,636,137.909 (meters)                     COMP
 AA8068  NAD 83(2011) Z  -  4,349,681.085 (meters)                     COMP
 AA8068  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 AA8068
 AA8068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8068  Standards:
 AA8068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8068  -------------------------------------------------------------------
 AA8068  NETWORK    1.60   4.47           0.75   0.51   2.28     -0.01782769
 AA8068  -------------------------------------------------------------------
 AA8068  Click here for local accuracies and other accuracy information.
 AA8068
 AA8068.The horizontal coordinates were established by GPS observations
 AA8068.and adjusted by the National Geodetic Survey in June 2012.
 AA8068
 AA8068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8068.been affixed to the stable North American tectonic plate. See 
 AA8068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8068
 AA8068.The horizontal coordinates are valid at the epoch date displayed above
 AA8068.which is a decimal equivalence of Year/Month/Day.
 AA8068
 AA8068.The orthometric height was determined by GPS observations and a
 AA8068.high-resolution geoid model.
 AA8068
 AA8068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8068.GEOID18 height accuracy estimate available here.
 AA8068
 AA8068.Click photographs - Photos may exist for this station.
 AA8068
 AA8068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8068
 AA8068.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8068
 AA8068.The ellipsoidal height was determined by GPS observations
 AA8068.and is referenced to NAD 83.
 AA8068
 AA8068. The following values were computed from the NAD 83(2011) position.
 AA8068
 AA8068;                    North         East     Units Scale Factor Converg.
 AA8068;SPC MI S     -   197,242.368 3,920,808.927   MT  0.99992960   -0 39 50.1
 AA8068;SPC MI S     -   647,120.63 12,863,546.35   iFT  0.99992960   -0 39 50.1
 AA8068;UTM  16      - 4,792,306.397   634,525.403   MT  0.99982262   +1 08 11.4
 AA8068
 AA8068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8068!SPC MI S     -   0.99996257  x   0.99992960  =   0.99989217
 AA8068!UTM  16      -   0.99996257  x   0.99982262  =   0.99978520
 AA8068
 AA8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3452592306(NAD 83)
 AA8068
 AA8068                          SUPERSEDED SURVEY CONTROL
 AA8068
 AA8068  NAD 83(2007)-  43 16 17.62983(N)    085 20 32.08514(W) AD(2002.00) 0
 AA8068  ELLIP H (02/10/07)  238.693  (m)                       GP(2002.00)    
 AA8068  ELLIP H (07/12/02)  238.687  (m)                       GP(       ) 4 2
 AA8068  NAD 83(1994)-  43 16 17.62986(N)    085 20 32.08564(W) AD(       ) B
 AA8068  ELLIP H (09/20/95)  238.727  (m)                       GP(       ) 1 2
 AA8068
 AA8068.Superseded values are not recommended for survey control.
 AA8068
 AA8068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8068.See file dsdata.pdf to determine how the superseded data were derived.
 AA8068
 AA8068_MARKER: DB = BENCH MARK DISK
 AA8068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8068_STAMPING: 88 WR 1955 891
 AA8068_MARK LOGO: USGS
 AA8068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8068+STABILITY: SURFACE MOTION
 AA8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8068+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 AA8068
 AA8068  HISTORY     - Date     Condition        Report By
 AA8068  HISTORY     - 1955     MONUMENTED       USGS
 AA8068  HISTORY     - 19941125 GOOD             NGS
 AA8068  HISTORY     - 20071013 GOOD             GEOCAC
 AA8068  HISTORY     - 20210714 GOOD             MIDT
 AA8068
 AA8068                          STATION DESCRIPTION
 AA8068
 AA8068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8068'STATION IS LOCATED ABOUT 13 KM (8.05 MI) EAST OF GRAND LAKES, 3 KM
 AA8068'(1.85 MI) SOUTHWEST OF THE NORTHEAST CORNER OF THE COUNTY, IN SECTION
 AA8068'11, T 10 N, R 9 W, SPENCER TOWNSHIP, NEAR ITS CENTER AT THE SOUTHWEST
 AA8068'CORNER OF SORENSON AVENUE AND MASTON LAKE DRIVE.  OWNERSHIP--HIGHWAY
 AA8068'RIGHT OF WAY.  TO REACH FROM EXIT 101 AT THE INTERSECTION OF U.S.
 AA8068'HIGHWAY 131 AND STATE HIGHWAY 57 (14 MILE ROAD) , ABOUT 16 MI (25.7
 AA8068'KM) NORTHERLY FROM DOWNTOWN GRAND RAPIDS, GO EAST ON HIGHWAY 57 FOR 11
 AA8068'MI (17.7 KM) TO THE INTERSECTION OF HIGHWAY 57 AND LINCOLN LAKE
 AA8068'AVENUE.  GO NORTH ON LINCOLN LAKE AVENUE FOR 5 MI (8.0 KM) TO NINETEEN
 AA8068'MILE ROAD.  TURN RIGHT, EAST, ON NINETEEN MILE ROAD FOR 0.75 MI (1.21
 AA8068'KM) TO LARSEN AVENUE.  TURN LEFT, NORTH ON LARSEN AVENUE FOR 1.2 MI
 AA8068'(1.9 KM) TO A T-JUNCTION.  TURN LEFT AND GO WEST ON HENDRICKSON ROAD
 AA8068'FOR 0.25 MI (0.40 KM) TO SORENSON AVENUE.  TURN RIGHT AND GO NORTH ON
 AA8068'SORENSON AVENUE FOR 0.25 MI (0.40 KM) TO THE STATION ON LEFT, JUST
 AA8068'SOUTH OF MASTON LAKE DRIVE.  STATION PROJECTS 0.5 FT (15.2 CM) ABOVE
 AA8068'GROUND.  IT IS 94 FT (28.7 M) SOUTH, 60 FT (18.3 M) WEST, AND 1.7 FT
 AA8068'(0.5 M) LOWER THAN THE INTERSECTION OF SORENSEN AVENUE AND MASTON LAKE
 AA8068'DRIVE AND 3.3 FT (1.0 M) NORTHEAST FROM A POWERLINE POLE WITH
 AA8068'TRANSFORMER.
 AA8068
 AA8068                          STATION RECOVERY (2007)
 AA8068
 AA8068'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 AA8068'RECOVERED IN GOOD CONDITION.
 AA8068
 AA8068                          STATION RECOVERY (2021)
 AA8068
 AA8068'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 AA8068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0536 ***********************************************************************
 NF0536  DESIGNATION -  882.127
 NF0536  PID         -  NF0536
 NF0536  STATE/COUNTY-  MI/KALAMAZOO
 NF0536  COUNTRY     -  US
 NF0536  USGS QUAD   -  PORTAGE (2017)
 NF0536
 NF0536                         *CURRENT SURVEY CONTROL
 NF0536  ______________________________________________________________________
 NF0536* NAD 83(1986) POSITION- 42 09 32.     (N) 085 36 49.     (W)   SCALED
 NF0536* NAVD 88 ORTHO HEIGHT -   268.724 (meters)      881.64  (feet) ADJUSTED
 NF0536  ______________________________________________________________________
 NF0536  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 NF0536  DYNAMIC HEIGHT  -        268.638 (meters)      881.36  (feet) COMP
 NF0536  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 NF0536
 NF0536  VERT ORDER      -  FIRST     CLASS II
 NF0536
 NF0536.The horizontal coordinates were scaled from a map and have
 NF0536.an estimated accuracy of +/- 6 seconds.
 NF0536
 NF0536.The orthometric height was determined by differential leveling and
 NF0536.adjusted by the NATIONAL GEODETIC SURVEY
 NF0536.in June 1991.
 NF0536
 NF0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0536.GEOID18 height accuracy estimate available here.
 NF0536
 NF0536.Click photographs - Photos may exist for this station.
 NF0536
 NF0536.The dynamic height is computed by dividing the NAVD 88
 NF0536.geopotential number by the normal gravity value computed on the
 NF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0536.degrees latitude (g = 980.6199 gals.).
 NF0536
 NF0536.The modeled gravity was interpolated from observed gravity values.
 NF0536
 NF0536;                    North         East    Units  Estimated Accuracy
 NF0536;SPC MI S     -    73,950.    3,896,950.      MT  (+/- 180 meters Scaled)
 NF0536
 NF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM145683(NAD 83)
 NF0536
 NF0536                          SUPERSEDED SURVEY CONTROL
 NF0536
 NF0536.No superseded survey control is available for this station.
 NF0536
 NF0536_MARKER: P = PIPE CAP
 NF0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0536_STAMPING: 882.127 MICH 882
 NF0536_MARK LOGO: USGS
 NF0536_PROJECTION: PROJECTING 15 CENTIMETERS
 NF0536_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0536+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 NF0536
 NF0536  HISTORY     - Date     Condition        Report By
 NF0536  HISTORY     - 1913     MONUMENTED       USGS
 NF0536  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0536  HISTORY     - 1966     GOOD             USGS
 NF0536  HISTORY     - 20230302 GOOD             MIDT
 NF0536
 NF0536                          STATION DESCRIPTION
 NF0536
 NF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0536'3.1 MI S FROM PORTAGE.
 NF0536'3.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NF0536'FORMER STATION SITE AT PORTAGE, KALAMAZOO COUNTY, 70 YARDS NORTH
 NF0536'OF THE CENTER OF A HIGHWAY CROSSING, 29.9 FEET EAST OF THE
 NF0536'CENTERLINE OF THE PAVEMENT, AND JUST WEST OF THE WEST
 NF0536'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0536'CAP, STAMPED 882.127 MICH 882 AND RIVETED ON THE TOP OF A 3-1/2
 NF0536'INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND, AND 2 FEET
 NF0536'NORTH OF A METAL WITNESS POST AND SIGN.
 NF0536
 NF0536                          STATION RECOVERY (1966)
 NF0536
 NF0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0536'RECOVERED IN GOOD CONDITION.
 NF0536
 NF0536                          STATION RECOVERY (2023)
 NF0536
 NF0536'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0378 ***********************************************************************
 OK0378  DESIGNATION -  89
 OK0378  PID         -  OK0378
 OK0378  STATE/COUNTY-  MI/KENT
 OK0378  COUNTRY     -  US
 OK0378  USGS QUAD   -  CASNOVIA (2017)
 OK0378
 OK0378                         *CURRENT SURVEY CONTROL
 OK0378  ______________________________________________________________________
 OK0378* NAD 83(1986) POSITION- 43 13 03.     (N) 085 45 04.     (W)   SCALED
 OK0378* NAVD 88 ORTHO HEIGHT -   243.399 (meters)      798.55  (feet) ADJUSTED
 OK0378  ______________________________________________________________________
 OK0378  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 OK0378  DYNAMIC HEIGHT  -        243.341 (meters)      798.36  (feet) COMP
 OK0378  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 OK0378
 OK0378  VERT ORDER      -  SECOND    CLASS 0
 OK0378
 OK0378.The horizontal coordinates were scaled from a map and have
 OK0378.an estimated accuracy of +/- 6 seconds.
 OK0378
 OK0378.The orthometric height was determined by differential leveling and
 OK0378.adjusted by the NATIONAL GEODETIC SURVEY
 OK0378.in June 1991.
 OK0378
 OK0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0378.GEOID18 height accuracy estimate available here.
 OK0378
 OK0378.Click photographs - Photos may exist for this station.
 OK0378
 OK0378.The dynamic height is computed by dividing the NAVD 88
 OK0378.geopotential number by the normal gravity value computed on the
 OK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0378.degrees latitude (g = 980.6199 gals.).
 OK0378
 OK0378.The modeled gravity was interpolated from observed gravity values.
 OK0378
 OK0378;                    North         East    Units  Estimated Accuracy
 OK0378;SPC MI S     -   191,700.    3,887,520.      MT  (+/- 180 meters Scaled)
 OK0378
 OK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN014857(NAD 83)
 OK0378
 OK0378                          SUPERSEDED SURVEY CONTROL
 OK0378
 OK0378  NGVD 29 (??/??/92)  243.527  (m)          798.97   (f) ADJ UNCH    2 0
 OK0378
 OK0378.Superseded values are not recommended for survey control.
 OK0378
 OK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0378.See file dsdata.pdf to determine how the superseded data were derived.
 OK0378
 OK0378_MARKER: R = RIVET
 OK0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0378_SP_SET: BRIDGE ABUTMENT
 OK0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0378
 OK0378  HISTORY     - Date     Condition        Report By
 OK0378  HISTORY     - UNK      MONUMENTED       PMRR
 OK0378  HISTORY     - 1958     GOOD             CGS
 OK0378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0378  HISTORY     - 19940517 GOOD             LOCENG
 OK0378  HISTORY     - 20120612 MARK NOT FOUND   MIDT
 OK0378
 OK0378                          STATION DESCRIPTION
 OK0378
 OK0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OK0378'AT KENT CITY.
 OK0378'AT KENT CITY, KENT COUNTY, AT THE CHESAPEAKE AND OHIO RAILWAY
 OK0378'STATION, 33 YARDS EAST OF A ROAD CROSSING, AT THE SEMAPHORE,
 OK0378'IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, 10.5 FEET
 OK0378'NORTH OF THE NORTH RAIL, LEVEL WITH THE TOP OF THE RAIL, AND
 OK0378'6 INCHES ABOVE THE GROUND.  A STANDARD MONEL-METAL RIVET.
 OK0378
 OK0378                          STATION RECOVERY (1987)
 OK0378
 OK0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0378'MARK NOT FOUND.
 OK0378
 OK0378                          STATION RECOVERY (1987)
 OK0378
 OK0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLD)
 OK0378'MARK NOT FOUND.
 OK0378
 OK0378                          STATION RECOVERY (1994)
 OK0378
 OK0378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 OK0378'STATION IS LOCATED EAST OF BALL CREEK ROAD AND WEST OF RAILROAD ON
 OK0378'RETAINING WALL, NORTH OF CREEK.  ABOUT 0.6 MI (1.0 KM) NORTH ALONG THE
 OK0378'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT KENT CITY KENT COUNTY,
 OK0378'OPPOSITE RAILWAY BRIDGE NO. 173.3.  TO REACH FROM NORTH MAIN STREET
 OK0378'AND 17-MILE ROAD (STATE HIGHWAY M-46) DOWNTOWN KENT CITY, TRAVEL WEST
 OK0378'0.2 MI (0.3 KM) TO BALL CREEK ROAD.  TRAVEL NORTH ALONG BALL CREEK
 OK0378'ROAD FOR 0.2 MI.  (0.3 KM) THIS IS APPROXIMATELY 17 MI (27.4 KM)
 OK0378'NORTHLY ALONG U.S. HIGHWAY 131 AND 9.2 MI (14.8 KM) WESTERLY ALONG
 OK0378'17-MILE ROAD TO BALL CREEK ROAD.  STATION IS LOCATED IN THE NORTHEAST
 OK0378'CORNER OF THE NORTHERN MOST BRIDGE ABUTMENT. APROXIMATELY 3 FT (0.9 M)
 OK0378'BELOW THE ROAD SURFACE.  BETWEEN THE RAILROAD AND THE HIGHWAY ON THE
 OK0378'LEFT BANK OF THE CREEK.  IT IS SOUTH 30 DEGREES EAST 7.0 FT (2.1 M)
 OK0378'FROM A CARSONITE SURVEY MARKER POST, NORTH 45 DEGREES EAST 19.0 FT
 OK0378'(5.8 M) FROM CENTER OF ROAD, 67.0 FT (20.4 M) WEST OF THE WEST RAIL,
 OK0378'0.5 FT (15.2 CM) WEST OF EAST EDGE AND 0.5 FT (15.2 CM) NORTH OF SOUTH
 OK0378'EDGE OF RETAINING WALL.
 OK0378
 OK0378                          STATION RECOVERY (2012)
 OK0378
 OK0378'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OK0378'NOT RECOVERED. MARK WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9529 ***********************************************************************
 DR9529  DESIGNATION -  89 1
 DR9529  PID         -  DR9529
 DR9529  STATE/COUNTY-  MI/MENOMINEE
 DR9529  COUNTRY     -  US
 DR9529  USGS QUAD   -  MARINETTE EAST (2018)
 DR9529
 DR9529                         *CURRENT SURVEY CONTROL
 DR9529  ______________________________________________________________________
 DR9529* NAD 83(1986) POSITION- 45 05 47.77   (N) 087 35 44.34   (W)   HD_HELD1
 DR9529* NAVD 88 ORTHO HEIGHT -   178.375 (meters)      585.22  (feet) ADJUSTED
 DR9529  ______________________________________________________________________
 DR9529  GEOID HEIGHT    -        -37.002 (meters)                     GEOID18
 DR9529  DYNAMIC HEIGHT  -        178.357 (meters)      585.16  (feet) COMP
 DR9529  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DR9529
 DR9529  VERT ORDER      -  SECOND    CLASS I
 DR9529
 DR9529.The horizontal coordinates were determined by differentially corrected
 DR9529.hand held GPS observations or other comparable positioning techniques
 DR9529.and have an estimated accuracy of +/- 3 meters.
 DR9529
 DR9529.The orthometric height was determined by differential leveling and
 DR9529.adjusted by the NATIONAL GEODETIC SURVEY
 DR9529.in October 2024.
 DR9529
 DR9529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9529.GEOID18 height accuracy estimate available here.
 DR9529
 DR9529.Click photographs - Photos may exist for this station.
 DR9529
 DR9529.The dynamic height is computed by dividing the NAVD 88
 DR9529.geopotential number by the normal gravity value computed on the
 DR9529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9529.degrees latitude (g = 980.6199 gals.).
 DR9529
 DR9529.The modeled gravity was interpolated from observed gravity values.
 DR9529
 DR9529;                    North         East    Units  Estimated Accuracy
 DR9529;SPC MI N     -    34,996.1   7,953,108.9     MT  (+/- 3 meters HH1 GPS) 
 DR9529
 DR9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5313293854(NAD 83)
 DR9529
 DR9529                          SUPERSEDED SURVEY CONTROL
 DR9529
 DR9529.No superseded survey control is available for this station.
 DR9529
 DR9529_MARKER: DB = BENCH MARK DISK
 DR9529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9529_SP_SET: BREAK WALL
 DR9529_STAMPING: 89 1 1989
 DR9529_MARK LOGO: USACE
 DR9529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9529+STABILITY: SURFACE MOTION
 DR9529
 DR9529  HISTORY     - Date     Condition        Report By
 DR9529  HISTORY     - UNK      MONUMENTED
 DR9529  HISTORY     - 20220831 GOOD             CO-OPS
 DR9529
 DR9529                          STATION DESCRIPTION
 DR9529
 DR9529'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DR9529'THE MARK IS LOCATED ABOUT 16.6 MI (26.7 KM) SOUTH-SOUTHWEST OF ARTHUR
 DR9529'BAY, 15.9 MI (25.6 KM) SOUTH OF WALLACE AND 7.4 MI (11.9 KM) SOUTH OF
 DR9529'BIRCH CREEK.
 DR9529'
 DR9529'BENCH MARK IS A BRASS DISK LOCATED ON PROPERTY OWNED BY THE DUNN PAPER
 DR9529'PAPER MILL.  DUNN PAPER ADDRESS IS 144 FIRST ST MENOMINEE, MI 49858.
 DR9529'PHONE NUMBER IS (906) 863-5595.
 DR9529'
 DR9529'BENCH MARK IS LOCATED ON A BULKHEAD NEXT TO THE MENOMINEE RIVER AND IS
 DR9529'LOCATED BEHIND A LOCKED FENCE  TO REACH BENCH MARK 89 1, IN MENOMINEE,
 DR9529'MENOMINEE COUNTY, MICHIGAN FROM THE NORTH END OF THE FIRST STREET
 DR9529'BRIDGE OVER THE MENOMINEE RIVER PROCEED 76.2 M (250.0 FT) EAST ALONG
 DR9529'THE NORTH BANK OF THE MENOMINEE RIVER, ON THE PROPERTY OF THE
 DR9529'MENOMINEE PAPER COMPANY, 22.37 M (73.4 FT) SOUTH-SOUTHEAST OF THE
 DR9529'CORNER OF PAPER PLANT MAIN BUILDING, 2.80 M (9.2 FT) WEST-SOUTHWEST OF
 DR9529'AN ALUMINUM FENCE POST, 1.28 M (4.2 FT) NORTH-NORTHWEST OF THE FACE OF
 DR9529'A STEEL PILE BULKHEAD, 0.27 M (0.9 FT) WEST-NORTHWEST OF A BOLLARD,
 DR9529'BEING THE HIGH POINT OF A BRASS BENCH MARK DISK SET BY THE US CORPS OF
 DR9529'ENGINEERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0121 ***********************************************************************
 OK0121  DESIGNATION -  89 1/2
 OK0121  PID         -  OK0121
 OK0121  STATE/COUNTY-  MI/CLINTON
 OK0121  COUNTRY     -  US
 OK0121  USGS QUAD   -  OVID WEST (2017)
 OK0121
 OK0121                         *CURRENT SURVEY CONTROL
 OK0121  ______________________________________________________________________
 OK0121* NAD 83(1986) POSITION- 43 00 21.     (N) 084 23 13.     (W)   SCALED
 OK0121* NAVD 88 ORTHO HEIGHT -   218.651 (meters)      717.36  (feet) ADJUSTED
 OK0121  ______________________________________________________________________
 OK0121  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 OK0121  DYNAMIC HEIGHT  -        218.602 (meters)      717.20  (feet) COMP
 OK0121  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 OK0121
 OK0121  VERT ORDER      -  SECOND    CLASS 0
 OK0121
 OK0121.The horizontal coordinates were scaled from a map and have
 OK0121.an estimated accuracy of +/- 6 seconds.
 OK0121
 OK0121.The orthometric height was determined by differential leveling and
 OK0121.adjusted by the NATIONAL GEODETIC SURVEY
 OK0121.in June 1991.
 OK0121
 OK0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0121.GEOID18 height accuracy estimate available here.
 OK0121
 OK0121.Click photographs - Photos may exist for this station.
 OK0121
 OK0121.The dynamic height is computed by dividing the NAVD 88
 OK0121.geopotential number by the normal gravity value computed on the
 OK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0121.degrees latitude (g = 980.6199 gals.).
 OK0121
 OK0121.The modeled gravity was interpolated from observed gravity values.
 OK0121
 OK0121;                    North         East    Units  Estimated Accuracy
 OK0121;SPC MI S     -   167,270.    3,998,350.      MT  (+/- 180 meters Scaled)
 OK0121
 OK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN129647(NAD 83)
 OK0121
 OK0121                          SUPERSEDED SURVEY CONTROL
 OK0121
 OK0121  NGVD 29 (??/??/92)  218.796  (m)          717.83   (f) ADJ UNCH    2 0
 OK0121
 OK0121.Superseded values are not recommended for survey control.
 OK0121
 OK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0121.See file dsdata.pdf to determine how the superseded data were derived.
 OK0121
 OK0121_MARKER: DD = SURVEY DISK
 OK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0121_STAMPING: BM NO 89 1/2
 OK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0121+STABILITY: SURFACE MOTION
 OK0121
 OK0121  HISTORY     - Date     Condition        Report By
 OK0121  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0121  HISTORY     - 1934     GOOD             CGS
 OK0121  HISTORY     - 20070605 MARK NOT FOUND   MIDT
 OK0121
 OK0121                          STATION DESCRIPTION
 OK0121
 OK0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0121'0.7 MI W FROM OVID.
 OK0121'0.7 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0121'STATION AT OVID, CLINTON COUNTY, 3 RAILS WEST OF A ROAD CROSSING,
 OK0121'46 FEET NORTH OF THE NORTH RAIL, 1.7 FEET SOUTH OF A FENCE,
 OK0121'AND 8 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0121'STAMPED BM NO. 89 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0121
 OK0121                          STATION RECOVERY (2007)
 OK0121
 OK0121'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1309 ***********************************************************************
 RJ1309  DESIGNATION -  89 R C6W 084
 RJ1309  PID         -  RJ1309
 RJ1309  STATE/COUNTY-  MI/CHIPPEWA
 RJ1309  COUNTRY     -  US
 RJ1309  USGS QUAD   -  OAK RIDGE (2017)
 RJ1309
 RJ1309                         *CURRENT SURVEY CONTROL
 RJ1309  ______________________________________________________________________
 RJ1309* NAD 83(1994) POSITION- 46 16 20.78957(N) 084 11 27.80324(W)   ADJUSTED
 RJ1309* NAVD 88 ORTHO HEIGHT -   178.4   (meters)      585.    (feet) VERTCON3
 RJ1309  ______________________________________________________________________
 RJ1309  GEOID HEIGHT    -        -36.504 (meters)                     GEOID18
 RJ1309  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 RJ1309  HORZ ORDER      -  SECOND
 RJ1309
 RJ1309.The horizontal coordinates were established by classical geodetic methods
 RJ1309.and adjusted by the National Geodetic Survey in February 1997.
 RJ1309
 RJ1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1309
 RJ1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1309.GEOID18 height accuracy estimate available here.
 RJ1309
 RJ1309.Click photographs - Photos may exist for this station.
 RJ1309
 RJ1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1309
 RJ1309. The following values were computed from the NAD 83(1994) position.
 RJ1309
 RJ1309;                    North         East     Units Scale Factor Converg.
 RJ1309;SPC MI N     -   169,340.863 8,216,453.294   MT  0.99990286   +2 01 49.0
 RJ1309;SPC MI N     -   555,580.26 26,956,867.76   iFT  0.99990286   +2 01 49.0
 RJ1309;UTM  16      - 5,128,153.614   716,429.275   MT  1.00017584   +2 01 50.2
 RJ1309
 RJ1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1309!SPC MI N     -   0.99997775  x   0.99990286  =   0.99988062
 RJ1309!UTM  16      -   0.99997775  x   1.00017584  =   1.00015359
 RJ1309
 RJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1642928153(NAD 83)
 RJ1309
 RJ1309                          SUPERSEDED SURVEY CONTROL
 RJ1309
 RJ1309  NAD 83(1986)-  46 16 20.78097(N)    084 11 27.79973(W) AD(       ) 2
 RJ1309  NGVD 29 (05/22/90)  178.4    (m)          585.     (f) VERT ANG       
 RJ1309
 RJ1309.Superseded values are not recommended for survey control.
 RJ1309
 RJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1309.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1309
 RJ1309_MARKER: DS = TRIANGULATION STATION DISK
 RJ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1309+STABILITY: SURFACE MOTION
 RJ1309
 RJ1309  HISTORY     - Date     Condition        Report By
 RJ1309  HISTORY     - 1988     MONUMENTED       USACE
 RJ1309
 RJ1309                          STATION DESCRIPTION
 RJ1309
 RJ1309'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1309'THE STATION IS LOCATED ABOUT 27.5 KM (17.1 MI) SOUTH-SOUTHEAST OF
 RJ1309'SAULT STE MARIE, 32.2 KM (20 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1309'38.3 KM (23.8 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1309'ON THE WEST SIDE OF NEEBISH ISLAND IN GOVT LOT 3, SEC 28,
 RJ1309'T45N-R2E.
 RJ1309'OWNERSHIP---CHARLES L. AND SUE ANN PRUCHA
 RJ1309'
 RJ1309'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1309'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1309'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1309'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1309'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES TO THE WEST SIDE OF NEEBISH
 RJ1309'ISLAND AND THE STATION.
 RJ1309'
 RJ1309'THE STATION IS A STANDARD COE DISK, SET INTO A
 RJ1309'15 CM (6 IN) DIAMETER CONCRETE MONUMENT
 RJ1309'UNDER A STEEL TRIPOD W/ORANGE BOARDS, LOCATED 45.7 METERS (150 FT) TO
 RJ1309'WATER.
 RJ1309'
 RJ1309'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0599 ***********************************************************************
 MD0599  DESIGNATION -  893
 MD0599  PID         -  MD0599
 MD0599  STATE/COUNTY-  MI/ST JOSEPH
 MD0599  COUNTRY     -  US
 MD0599  USGS QUAD   -  STURGIS (2017)
 MD0599
 MD0599                         *CURRENT SURVEY CONTROL
 MD0599  ______________________________________________________________________
 MD0599* NAD 83(1986) POSITION- 41 47 55.     (N) 085 28 01.     (W)   SCALED
 MD0599* NAVD 88 ORTHO HEIGHT -   271.979 (meters)      892.32  (feet) ADJUSTED
 MD0599  ______________________________________________________________________
 MD0599  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 MD0599  DYNAMIC HEIGHT  -        271.881 (meters)      892.00  (feet) COMP
 MD0599  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 MD0599
 MD0599  VERT ORDER      -  SECOND    CLASS 0
 MD0599
 MD0599.The horizontal coordinates were scaled from a map and have
 MD0599.an estimated accuracy of +/- 6 seconds.
 MD0599
 MD0599.The orthometric height was determined by differential leveling and
 MD0599.adjusted by the NATIONAL GEODETIC SURVEY
 MD0599.in June 1991.
 MD0599
 MD0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0599.GEOID18 height accuracy estimate available here.
 MD0599
 MD0599.Click photographs - Photos may exist for this station.
 MD0599
 MD0599.The dynamic height is computed by dividing the NAVD 88
 MD0599.geopotential number by the normal gravity value computed on the
 MD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0599.degrees latitude (g = 980.6199 gals.).
 MD0599
 MD0599.The modeled gravity was interpolated from observed gravity values.
 MD0599
 MD0599;                    North         East    Units  Estimated Accuracy
 MD0599;SPC MI S     -    33,770.    3,908,550.      MT  (+/- 180 meters Scaled)
 MD0599
 MD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM273285(NAD 83)
 MD0599
 MD0599                          SUPERSEDED SURVEY CONTROL
 MD0599
 MD0599  NGVD 29 (??/??/92)  272.111  (m)          892.75   (f) ADJ UNCH    2 0
 MD0599
 MD0599.Superseded values are not recommended for survey control.
 MD0599
 MD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0599.See file dsdata.pdf to determine how the superseded data were derived.
 MD0599
 MD0599_MARKER: DD = SURVEY DISK
 MD0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0599_STAMPING: 893 MICHIGAN 1934
 MD0599_MARK LOGO: USGS
 MD0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0599+STABILITY: SURFACE MOTION
 MD0599
 MD0599  HISTORY     - Date     Condition        Report By
 MD0599  HISTORY     - 1934     MONUMENTED       USGS
 MD0599  HISTORY     - 1934     GOOD             CGS
 MD0599  HISTORY     - 1976     MARK NOT FOUND   MIDH
 MD0599
 MD0599                          STATION DESCRIPTION
 MD0599
 MD0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0599'3 MI E FROM KLINGER LAKE.
 MD0599'ABOUT 3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0599'KLINGER LAKE, ST. JOSEPH COUNTY, 0.2 MILE EAST OF MILEPOST C 129,
 MD0599'AT A ROAD CROSSING, 16 YARDS SOUTHEAST OF THE CROSSING OF THE
 MD0599'CENTERLINE OF THE ROAD AN THE SOUTH RAIL, 14 YARDS SOUTH OF THE
 MD0599'SOUTH RAIL, 4.3 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE,
 MD0599'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 MD0599'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 893 MICHIGAN 1934
 MD0599'AND SET IN THE TOP OF A CONCRETE POST.
 MD0599
 MD0599                          STATION RECOVERY (1976)
 MD0599
 MD0599'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD0599'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0069 ***********************************************************************
 NF0069  DESIGNATION -  9
 NF0069  PID         -  NF0069
 NF0069  STATE/COUNTY-  MI/INGHAM
 NF0069  COUNTRY     -  US
 NF0069  USGS QUAD   -  EAST LANSING (2017)
 NF0069
 NF0069                         *CURRENT SURVEY CONTROL
 NF0069  ______________________________________________________________________
 NF0069* NAD 83(1986) POSITION- 42 43 56.5    (N) 084 28 45.8    (W)   HD_HELD2
 NF0069* NAVD 88 ORTHO HEIGHT -   257.47  (+/-2cm)      844.7   (feet) VERTCON3
 NF0069  ______________________________________________________________________
 NF0069  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 NF0069  VERT ORDER      -  ? (See Below)
 NF0069
 NF0069.The horizontal coordinates were established by autonomous hand held GPS
 NF0069.observations and have an estimated accuracy of +/- 10 meters.
 NF0069
 NF0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0069
 NF0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0069.GEOID18 height accuracy estimate available here.
 NF0069
 NF0069.The vertical order pertains to the NGVD 29 superseded value.
 NF0069
 NF0069.Click photographs - Photos may exist for this station.
 NF0069
 NF0069;                    North         East    Units  Estimated Accuracy
 NF0069;SPC MI S     -   136,893.    3,990,770.      MT  (+/- 10 meters HH2 GPS)
 NF0069
 NF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0634534175(NAD 83)
 NF0069
 NF0069                          SUPERSEDED SURVEY CONTROL
 NF0069
 NF0069  NGVD 29 (??/??/92)  257.602  (m)          845.15   (f) ADJ UNCH       
 NF0069
 NF0069.Superseded values are not recommended for survey control.
 NF0069
 NF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0069.See file dsdata.pdf to determine how the superseded data were derived.
 NF0069
 NF0069_MARKER: B = BOLT
 NF0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0069+STABILITY: SURFACE MOTION
 NF0069
 NF0069  HISTORY     - Date     Condition        Report By
 NF0069  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0069  HISTORY     - 1932     GOOD             MISCOL
 NF0069  HISTORY     - 1987     GOOD             USPSQD
 NF0069
 NF0069                          STATION DESCRIPTION
 NF0069
 NF0069'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0069'AT EAST LANSING.
 NF0069'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0069'CAMPUS, IN FRONT OF BACTERIOLOGY BUILDING, 7.5 FEET NORTH OF
 NF0069'THE CENTERLINE OF THE WALK LEADING TO THE BUILDING, 10.5 FEET
 NF0069'WEST OF A FIRE HYDRANT, AND 8 INCHES WEST OF THE WALK LEADING
 NF0069'TO HORTICULTURAL BUILDING.  A BOLT, SET IN THE TOP OF A CONCRETE
 NF0069'POST.
 NF0069
 NF0069                          STATION RECOVERY (1987)
 NF0069
 NF0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NF0069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6821 ***********************************************************************
 AA6821  DESIGNATION -  9 1
 AA6821  PID         -  AA6821
 AA6821  STATE/COUNTY-  MI/WAYNE
 AA6821  COUNTRY     -  US
 AA6821  USGS QUAD   -  DEARBORN (2017)
 AA6821
 AA6821                         *CURRENT SURVEY CONTROL
 AA6821  ______________________________________________________________________
 AA6821* NAD 83(2011) POSITION- 42 19 18.99309(N) 083 13 58.33322(W)   ADJUSTED
 AA6821* NAD 83(2011) ELLIP HT-   151.537 (meters)        (06/27/12)   ADJUSTED
 AA6821* NAD 83(2011) EPOCH   -  2010.00
 AA6821* NAVD 88 ORTHO HEIGHT -   185.9   (meters)      610.    (feet) GPS OBS
 AA6821  ______________________________________________________________________
 AA6821  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6821  GEOID HEIGHT    -         -34.28 (meters)                     GEOID93
 AA6821  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 AA6821  NAD 83(2011) X  -    556,544.098 (meters)                     COMP
 AA6821  NAD 83(2011) Y  - -4,690,203.609 (meters)                     COMP
 AA6821  NAD 83(2011) Z  -  4,272,213.522 (meters)                     COMP
 AA6821  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 AA6821
 AA6821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6821  Standards:
 AA6821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6821  -------------------------------------------------------------------
 AA6821  NETWORK    0.69   0.74           0.32   0.23   0.38     -0.11283695
 AA6821  -------------------------------------------------------------------
 AA6821  Click here for local accuracies and other accuracy information.
 AA6821
 AA6821.The horizontal coordinates were established by GPS observations
 AA6821.and adjusted by the National Geodetic Survey in June 2012.
 AA6821
 AA6821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6821.been affixed to the stable North American tectonic plate. See 
 AA6821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6821
 AA6821.The horizontal coordinates are valid at the epoch date displayed above
 AA6821.which is a decimal equivalence of Year/Month/Day.
 AA6821
 AA6821.The orthometric height was determined by GPS observations and a
 AA6821.high-resolution geoid model.
 AA6821
 AA6821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6821.GEOID18 height accuracy estimate available here.
 AA6821
 AA6821.Click photographs - Photos may exist for this station.
 AA6821
 AA6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6821
 AA6821.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6821
 AA6821.The ellipsoidal height was determined by GPS observations
 AA6821.and is referenced to NAD 83.
 AA6821
 AA6821. The following values were computed from the NAD 83(2011) position.
 AA6821
 AA6821;                    North         East     Units Scale Factor Converg.
 AA6821;SPC MI S     -    91,929.043 4,093,453.865   MT  0.99995484   +0 46 17.7
 AA6821;SPC MI S     -   301,604.47 13,429,966.75   iFT  0.99995484   +0 46 17.7
 AA6821;UTM  17      - 4,687,936.644   316,009.596   MT  1.00001654   -1 30 13.7
 AA6821
 AA6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6821!SPC MI S     -   0.99997623  x   0.99995484  =   0.99993108
 AA6821!UTM  17      -   0.99997623  x   1.00001654  =   0.99999277
 AA6821
 AA6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1600987936(NAD 83)
 AA6821
 AA6821                          SUPERSEDED SURVEY CONTROL
 AA6821
 AA6821  NAD 83(2007)-  42 19 18.99330(N)    083 13 58.33404(W) AD(2002.00) 0
 AA6821  ELLIP H (02/10/07)  151.534  (m)                       GP(2002.00)    
 AA6821  ELLIP H (07/12/02)  151.574  (m)                       GP(       ) 4 1
 AA6821  NAD 83(1994)-  42 19 18.99314(N)    083 13 58.33361(W) AD(       ) 1
 AA6821  ELLIP H (02/03/97)  151.617  (m)                       GP(       ) 4 1
 AA6821  NAD 83(1986)-  42 19 18.99879(N)    083 13 58.36315(W) AD(       ) 1
 AA6821
 AA6821.Superseded values are not recommended for survey control.
 AA6821
 AA6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6821.See file dsdata.pdf to determine how the superseded data were derived.
 AA6821
 AA6821_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6821_STAMPING: 9-1 1994
 AA6821_MARK LOGO: MI-163
 AA6821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6821+STABILITY: SURFACE MOTION
 AA6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6821+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2003
 AA6821
 AA6821  HISTORY     - Date     Condition        Report By
 AA6821  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6821  HISTORY     - 20030303 GOOD             WILCOX
 AA6821
 AA6821                          STATION DESCRIPTION
 AA6821
 AA6821'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6821'STATION IS LOCATED IN DEARBORN, MICHIGAN ON EVERGREEN ROAD AT THE
 AA6821'ENTRANCE TO UNIVERSITY OF MICHIGAN. TO REACH FROM THE INTERSECTION OF
 AA6821'M-153 (FORD ROAD) AND EVERGREEN ROAD PROCEED SOUTH 0.5 MILESON
 AA6821'EVERGREEN TO UNIVERSITY OF MICHIGAN ENTRANCE AND THE STATION IN THE
 AA6821'SOUTHWEST QUADRANT. THE STATION IS A BRASS 'WAYNE COUNTY REMON' CAP
 AA6821'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6821'THE GROUND. CENTERLINE OF EVERGREEN ROAD IS N 90 E, 33.09 FEET, LIGHT
 AA6821'POLE IS S 30 W, 9.41 FEET,  THE CENTERLINE OF DRIVE IS N 45 W, 30.46
 AA6821'FEET, A NATIONAL GEODETIC SURVEY MONUMENT IS S 20 W, 64.51 FEET.
 AA6821
 AA6821                          STATION RECOVERY (2003)
 AA6821
 AA6821'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0096 ***********************************************************************
 NE0096  DESIGNATION -  9 A
 NE0096  PID         -  NE0096
 NE0096  STATE/COUNTY-  MI/ST CLAIR
 NE0096  COUNTRY     -  US
 NE0096  USGS QUAD   -  PORT HURON (2017)
 NE0096
 NE0096                         *CURRENT SURVEY CONTROL
 NE0096  ______________________________________________________________________
 NE0096* NAD 83(1986) POSITION- 42 58 40.     (N) 082 27 10.     (W)   SCALED
 NE0096* NAVD 88 ORTHO HEIGHT -   184.553 (meters)      605.49  (feet) ADJUSTED
 NE0096  ______________________________________________________________________
 NE0096  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 NE0096  DYNAMIC HEIGHT  -        184.507 (meters)      605.34  (feet) COMP
 NE0096  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 NE0096
 NE0096  VERT ORDER      -  SECOND    CLASS 0
 NE0096
 NE0096.The horizontal coordinates were scaled from a map and have
 NE0096.an estimated accuracy of +/- 6 seconds.
 NE0096
 NE0096.The orthometric height was determined by differential leveling and
 NE0096.adjusted by the NATIONAL GEODETIC SURVEY
 NE0096.in June 1991.
 NE0096
 NE0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0096.GEOID18 height accuracy estimate available here.
 NE0096
 NE0096.Click photographs - Photos may exist for this station.
 NE0096
 NE0096.The dynamic height is computed by dividing the NAVD 88
 NE0096.geopotential number by the normal gravity value computed on the
 NE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0096.degrees latitude (g = 980.6199 gals.).
 NE0096
 NE0096.The modeled gravity was interpolated from observed gravity values.
 NE0096
 NE0096;                    North         East    Units  Estimated Accuracy
 NE0096;SPC MI S     -   165,920.    4,156,090.      MT  (+/- 180 meters Scaled)
 NE0096
 NE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH815593(NAD 83)
 NE0096
 NE0096                          SUPERSEDED SURVEY CONTROL
 NE0096
 NE0096  NGVD 29 (??/??/92)  184.684  (m)          605.92   (f) ADJ UNCH    2 0
 NE0096
 NE0096.Superseded values are not recommended for survey control.
 NE0096
 NE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0096.See file dsdata.pdf to determine how the superseded data were derived.
 NE0096
 NE0096_MARKER: DD = SURVEY DISK
 NE0096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0096_STAMPING: 9 A
 NE0096_MARK LOGO: CGS+SS
 NE0096_PROJECTION: FLUSH
 NE0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0096
 NE0096  HISTORY     - Date     Condition        Report By
 NE0096  HISTORY     - 1934     MONUMENTED       MIGS
 NE0096  HISTORY     - 1936     GOOD             CGS
 NE0096  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0096  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0096  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0096
 NE0096                          STATION DESCRIPTION
 NE0096
 NE0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NE0096'AT PORT HURON.
 NE0096'AT PORT HURON, ST. CLAIR COUNTY, AT THE INTERSECTION OF LAPEER
 NE0096'AVENUE AND TWENTY-FOURTH STREET, 48 FEET EAST OF THE CENTERLINE
 NE0096'OF TWENTY-FOURTH STREET, 25 FEET SOUTH OF THE CENTERLINE OF
 NE0096'LAPEER AVENUE, 27 FEET NORTHWEST OF THE NORTHEAST RED BRICK
 NE0096'PILLAR OF A STANDARD OIL COMPANY SERVICE STATION, 20.5 FEET
 NE0096'SOUTH OF A FIRE HYDRANT, 1.1 FEET NORTH OF THE NORTH EDGE OF A
 NE0096'SIDEWALK, AND ABOUT LEVEL WITH THE SIDEWALK.  A STATE SURVEY
 NE0096'STANDARD DISK, STAMPED 9 A AND SET IN THE TOP OF A CONCRETE
 NE0096'POST ABOUT FLUSH WITH THE GROUND.
 NE0096
 NE0096                          STATION RECOVERY (1977)
 NE0096
 NE0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0096'MARK NOT FOUND.
 NE0096
 NE0096                          STATION RECOVERY (1988)
 NE0096
 NE0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0096'MARK NOT FOUND.
 NE0096
 NE0096                          STATION RECOVERY (1997)
 NE0096
 NE0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0097 ***********************************************************************
 NE0097  DESIGNATION -  9 B
 NE0097  PID         -  NE0097
 NE0097  STATE/COUNTY-  MI/ST CLAIR
 NE0097  COUNTRY     -  US
 NE0097  USGS QUAD   -  PORT HURON (2017)
 NE0097
 NE0097                         *CURRENT SURVEY CONTROL
 NE0097  ______________________________________________________________________
 NE0097* NAD 83(1986) POSITION- 42 58 48.3    (N) 082 28 44.0    (W)   HD_HELD2
 NE0097* NAVD 88 ORTHO HEIGHT -   188.785 (meters)      619.37  (feet) ADJUSTED
 NE0097  ______________________________________________________________________
 NE0097  GEOID HEIGHT    -        -34.877 (meters)                     GEOID18
 NE0097  DYNAMIC HEIGHT  -        188.738 (meters)      619.22  (feet) COMP
 NE0097  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 NE0097
 NE0097  VERT ORDER      -  SECOND    CLASS 0
 NE0097
 NE0097.The horizontal coordinates were established by autonomous hand held GPS
 NE0097.observations and have an estimated accuracy of +/- 10 meters.
 NE0097
 NE0097.The orthometric height was determined by differential leveling and
 NE0097.adjusted by the NATIONAL GEODETIC SURVEY
 NE0097.in June 1991.
 NE0097
 NE0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0097.GEOID18 height accuracy estimate available here.
 NE0097
 NE0097.Click photographs - Photos may exist for this station.
 NE0097
 NE0097.The dynamic height is computed by dividing the NAVD 88
 NE0097.geopotential number by the normal gravity value computed on the
 NE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0097.degrees latitude (g = 980.6199 gals.).
 NE0097
 NE0097.The modeled gravity was interpolated from observed gravity values.
 NE0097
 NE0097;                    North         East    Units  Estimated Accuracy
 NE0097;SPC MI S     -   166,130.    4,153,954.      MT  (+/- 10 meters HH2 GPS)
 NE0097
 NE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7941859664(NAD 83)
 NE0097
 NE0097                          SUPERSEDED SURVEY CONTROL
 NE0097
 NE0097  NGVD 29 (??/??/92)  188.906  (m)          619.77   (f) ADJ UNCH    2 0
 NE0097
 NE0097.Superseded values are not recommended for survey control.
 NE0097
 NE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0097.See file dsdata.pdf to determine how the superseded data were derived.
 NE0097
 NE0097_MARKER: DD = SURVEY DISK
 NE0097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0097_STAMPING: 9 B
 NE0097_MARK LOGO: CGS+SS
 NE0097_PROJECTION: FLUSH
 NE0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0097+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 NE0097
 NE0097  HISTORY     - Date     Condition        Report By
 NE0097  HISTORY     - 1934     MONUMENTED       MIGS
 NE0097  HISTORY     - 1934     GOOD             CGS
 NE0097  HISTORY     - 1977     GOOD             NGS
 NE0097  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0097  HISTORY     - 19970705 GOOD             USPSQD
 NE0097  HISTORY     - 20080425 GOOD             SPICE
 NE0097
 NE0097                          STATION DESCRIPTION
 NE0097
 NE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0097'2.8 MI W FROM PORT HURON.
 NE0097'2.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0097'PORT HURON, ST. CLAIR COUNTY, IN THE NW 1/4 NW 1/4 SEC. 8,
 NE0097'T. 6 N., R. 17 E., 250 YARDS EAST OF THE NORTHEAST CORNER OF
 NE0097'THE ALLENDALE SCHOOL, 17 YARDS EAST OF THE CENTERLINE OF A
 NE0097'DRIVEWAY TO THE WOODLAND CEMETERY, 35 FEET NORTH OF THE CENTERLINE
 NE0097'OF THE HIGHWAY, 12 FEET SOUTH OF A WIRE RIGHT-OF-WAY FENCE,
 NE0097'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 NE0097'DISK, STAMPED 9 B AND SET IN THE TOP OF A CONCRETE POST ABOUT
 NE0097'FLUSH WITH THE GROUND.
 NE0097
 NE0097                          STATION RECOVERY (1977)
 NE0097
 NE0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0097'2.8 MILES WEST ALONG LAPEER RD. FROM THE POST OFFICE AT PORT HURON,
 NE0097'IN THE NW 1/4 OF NW 1/4 SECTION 8, T6N, R 17 E, 250 YARDS EAST OF THE
 NE0097'ALLENDALE SCHOOL, 51 FEET EAST OF THE CENTER OF THE DRIVEWAY TO
 NE0097'WOODLAND CEMETARY, 35 FEET NORTH OF THE CENTERLINE OF LAPEER RD. AND
 NE0097'ABOUT 2 FEET LOWER THAN THE ROAD.
 NE0097
 NE0097                          STATION RECOVERY (1988)
 NE0097
 NE0097'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0097'MARK NOT FOUND.
 NE0097
 NE0097                          STATION RECOVERY (1997)
 NE0097
 NE0097'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0097'RECOVERED IN GOOD CONDITION.
 NE0097
 NE0097                          STATION RECOVERY (2008)
 NE0097
 NE0097'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008 (ESB)
 NE0097'MONUMENT APPEARS TO BE IN GOOD CONDITION.  ELEVATION IS SUSPECT.  WE
 NE0097'DIGITAL LEVELED FROM  DI6256, NE0084, AND NE1651 AND THIS POINT
 NE0097'APPEARS TO BE ABOUT 0.21 FT. HIGHER THAN THE PUBLISHED ELEVATION,
 NE0097'RELATIVE TO THE ABOVE 3 MENTIONED MONUMENTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0130 ***********************************************************************
 OJ0130  DESIGNATION -  9 B 1
 OJ0130  PID         -  OJ0130
 OJ0130  STATE/COUNTY-  MI/ST CLAIR
 OJ0130  COUNTRY     -  US
 OJ0130  USGS QUAD   -  RUBY (2017)
 OJ0130
 OJ0130                         *CURRENT SURVEY CONTROL
 OJ0130  ______________________________________________________________________
 OJ0130* NAD 83(1986) POSITION- 43 03 14.     (N) 082 34 51.     (W)   SCALED
 OJ0130* NAVD 88 ORTHO HEIGHT -   219.617 (meters)      720.53  (feet) ADJUSTED
 OJ0130  ______________________________________________________________________
 OJ0130  GEOID HEIGHT    -        -34.728 (meters)                     GEOID18
 OJ0130  DYNAMIC HEIGHT  -        219.565 (meters)      720.36  (feet) COMP
 OJ0130  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 OJ0130
 OJ0130  VERT ORDER      -  SECOND    CLASS 0
 OJ0130
 OJ0130.The horizontal coordinates were scaled from a map and have
 OJ0130.an estimated accuracy of +/- 6 seconds.
 OJ0130
 OJ0130.The orthometric height was determined by differential leveling and
 OJ0130.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0130.in June 1991.
 OJ0130
 OJ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0130.GEOID18 height accuracy estimate available here.
 OJ0130
 OJ0130.Click photographs - Photos may exist for this station.
 OJ0130
 OJ0130.The dynamic height is computed by dividing the NAVD 88
 OJ0130.geopotential number by the normal gravity value computed on the
 OJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0130.degrees latitude (g = 980.6199 gals.).
 OJ0130
 OJ0130.The modeled gravity was interpolated from observed gravity values.
 OJ0130
 OJ0130;                    North         East    Units  Estimated Accuracy
 OJ0130;SPC MI S     -   174,150.    4,145,470.      MT  (+/- 180 meters Scaled)
 OJ0130
 OJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH712680(NAD 83)
 OJ0130
 OJ0130                          SUPERSEDED SURVEY CONTROL
 OJ0130
 OJ0130  NGVD 29 (??/??/92)  219.716  (m)          720.85   (f) ADJ UNCH    2 0
 OJ0130
 OJ0130.Superseded values are not recommended for survey control.
 OJ0130
 OJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0130.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0130
 OJ0130_MARKER: DD = SURVEY DISK
 OJ0130_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0130_STAMPING: 9 B 1
 OJ0130_MARK LOGO: CGS+SS
 OJ0130_PROJECTION: FLUSH
 OJ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0130
 OJ0130  HISTORY     - Date     Condition        Report By
 OJ0130  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0130  HISTORY     - 1934     GOOD             CGS
 OJ0130  HISTORY     - 1960     MARK NOT FOUND   USGS
 OJ0130  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0130  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0130
 OJ0130                          STATION DESCRIPTION
 OJ0130
 OJ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0130'6.5 MI E FROM AVOCA.
 OJ0130'6.5 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0130'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE SE 1/4
 OJ0130'SEC. 9, T. 7 N., R. 16 E., 470 YARDS NORTHWEST OF THE JUNCTION
 OJ0130'OF WILDCAT ROAD AT A CURVE, 49 YARDS WEST OF THE WEST END OF A
 OJ0130'GUARD RAIL FENCE NORTH OF THE HIGHWAY, 22 FEET NORTH OF THE
 OJ0130'CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF AN 18-INCH OAK TREE,
 OJ0130'56 FEET NORTHEAST OF A 12-INCH OAK TREE, 8 YARDS SOUTH OF A
 OJ0130'WIRE FENCE, AND 3 FEET SOUTH OF THE PROLONGATION OF THE NORTHEAST
 OJ0130'EDGE OF THE CONCRETE OF THE PAVED TANGENT TO THE SOUTHEAST.  A
 OJ0130'STATE SURVEY STANDARD DISK, STAMPED 9 B 1 AND SET IN THE TOP OF A
 OJ0130'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1960)
 OJ0130
 OJ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OJ0130'MARK NOT FOUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1977)
 OJ0130
 OJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0130'MARK NOT FOUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1999)
 OJ0130
 OJ0130'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0320 ***********************************************************************
 NE0320  DESIGNATION -  9 C
 NE0320  PID         -  NE0320
 NE0320  STATE/COUNTY-  MI/ST CLAIR
 NE0320  COUNTRY     -  US
 NE0320  USGS QUAD   -  SMITHS CREEK (2017)
 NE0320
 NE0320                         *CURRENT SURVEY CONTROL
 NE0320  ______________________________________________________________________
 NE0320* NAD 83(1986) POSITION- 42 59 02.21   (N) 082 31 38.16   (W)   HD_HELD1
 NE0320* NAVD 88 ORTHO HEIGHT -   201.852 (meters)      662.24  (feet) ADJUSTED
 NE0320  ______________________________________________________________________
 NE0320  GEOID HEIGHT    -        -34.842 (meters)                     GEOID18
 NE0320  DYNAMIC HEIGHT  -        201.802 (meters)      662.08  (feet) COMP
 NE0320  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 NE0320
 NE0320  VERT ORDER      -  SECOND    CLASS 0
 NE0320
 NE0320.The horizontal coordinates were determined by differentially corrected
 NE0320.hand held GPS observations or other comparable positioning techniques
 NE0320.and have an estimated accuracy of +/- 3 meters.
 NE0320
 NE0320.The orthometric height was determined by differential leveling and
 NE0320.adjusted by the NATIONAL GEODETIC SURVEY
 NE0320.in June 1991.
 NE0320
 NE0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0320.GEOID18 height accuracy estimate available here.
 NE0320
 NE0320.Click photographs - Photos may exist for this station.
 NE0320
 NE0320.The dynamic height is computed by dividing the NAVD 88
 NE0320.geopotential number by the normal gravity value computed on the
 NE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0320.degrees latitude (g = 980.6199 gals.).
 NE0320
 NE0320.The modeled gravity was interpolated from observed gravity values.
 NE0320
 NE0320;                    North         East    Units  Estimated Accuracy
 NE0320;SPC MI S     -   166,472.0   4,149,999.8     MT  (+/- 3 meters HH1 GPS) 
 NE0320
 NE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7548160163(NAD 83)
 NE0320
 NE0320                          SUPERSEDED SURVEY CONTROL
 NE0320
 NE0320  NGVD 29 (??/??/92)  201.977  (m)          662.65   (f) ADJ UNCH    2 0
 NE0320
 NE0320.Superseded values are not recommended for survey control.
 NE0320
 NE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0320.See file dsdata.pdf to determine how the superseded data were derived.
 NE0320
 NE0320_MARKER: DD = SURVEY DISK
 NE0320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0320_STAMPING: 9 C
 NE0320_MARK LOGO: CGS+SS
 NE0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0320
 NE0320  HISTORY     - Date     Condition        Report By
 NE0320  HISTORY     - 1934     MONUMENTED       MIGS
 NE0320  HISTORY     - 1934     GOOD             CGS
 NE0320  HISTORY     - 1977     GOOD             NGS
 NE0320  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0320
 NE0320                          STATION DESCRIPTION
 NE0320
 NE0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0320'5.3 MI W FROM PORT HURON.
 NE0320'5.3 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0320'PORT HURON, ST. CLAIR COUNTY, 0.8 MILE EAST OF THE BAPTIST
 NE0320'CHURCH AT WADHAMS, IN THE SE 1/4 SEC. 2, T. 6 N., R. 16 E., AT
 NE0320'A TURN IN THE HIGHWAY, 53 YARDS NORTHWEST OF THE NORTHWEST
 NE0320'CORNER OF THE TWO-STORY FRAME STORE AND DWELLING OF WESLEY
 NE0320'STEWART, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13
 NE0320'YARDS EAST OF POLE 230-1/2, 3.5 FEET NORTH OF A WIRE FENCE,
 NE0320'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 NE0320'DISK, STAMPED 9 C AND SET IN THE TOP OF A CONCRETE POST
 NE0320'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NE0320
 NE0320                          STATION RECOVERY (1977)
 NE0320
 NE0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0320'0.5 MILES EAST ON LAPEER ROAD FROM THE JUNCTION OF LAPEER ROAD AND
 NE0320'WADHAMS ROAD IN WADHAMS, 45 FEET SOUTH OF THE CENTER LINE OF THE
 NE0320'ROAD, 36 FEET EAST OF POLE 230 1/2, 24 FEET NORTH WEST OF THE NORTH
 NE0320'WEST CORNER OF A 12 FOOT BY 15 FOOT CONCRETE SLAB AND ACROSS THE ROAD
 NE0320'FROM THE VEGA II MOTEL.
 NE0320
 NE0320                          STATION RECOVERY (1988)
 NE0320
 NE0320'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0131 ***********************************************************************
 OJ0131  DESIGNATION -  9 C 1
 OJ0131  PID         -  OJ0131
 OJ0131  STATE/COUNTY-  MI/ST CLAIR
 OJ0131  COUNTRY     -  US
 OJ0131  USGS QUAD   -  RUBY (2017)
 OJ0131
 OJ0131                         *CURRENT SURVEY CONTROL
 OJ0131  ______________________________________________________________________
 OJ0131* NAD 83(1986) POSITION- 43 03 07.     (N) 082 34 34.     (W)   SCALED
 OJ0131* NAVD 88 ORTHO HEIGHT -   223.010 (meters)      731.66  (feet) ADJUSTED
 OJ0131  ______________________________________________________________________
 OJ0131  GEOID HEIGHT    -        -34.734 (meters)                     GEOID18
 OJ0131  DYNAMIC HEIGHT  -        222.958 (meters)      731.49  (feet) COMP
 OJ0131  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 OJ0131
 OJ0131  VERT ORDER      -  SECOND    CLASS 0
 OJ0131
 OJ0131.The horizontal coordinates were scaled from a map and have
 OJ0131.an estimated accuracy of +/- 6 seconds.
 OJ0131
 OJ0131.The orthometric height was determined by differential leveling and
 OJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0131.in June 1991.
 OJ0131
 OJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0131.GEOID18 height accuracy estimate available here.
 OJ0131
 OJ0131.Click photographs - Photos may exist for this station.
 OJ0131
 OJ0131.The dynamic height is computed by dividing the NAVD 88
 OJ0131.geopotential number by the normal gravity value computed on the
 OJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0131.degrees latitude (g = 980.6199 gals.).
 OJ0131
 OJ0131.The modeled gravity was interpolated from observed gravity values.
 OJ0131
 OJ0131;                    North         East    Units  Estimated Accuracy
 OJ0131;SPC MI S     -   173,940.    4,145,860.      MT  (+/- 180 meters Scaled)
 OJ0131
 OJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH716677(NAD 83)
 OJ0131
 OJ0131                          SUPERSEDED SURVEY CONTROL
 OJ0131
 OJ0131  NGVD 29 (??/??/92)  223.110  (m)          731.99   (f) ADJ UNCH    2 0
 OJ0131
 OJ0131.Superseded values are not recommended for survey control.
 OJ0131
 OJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0131
 OJ0131_MARKER: DD = SURVEY DISK
 OJ0131_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0131_STAMPING: 9 C 1
 OJ0131_MARK LOGO: CGS+SS
 OJ0131_PROJECTION: FLUSH
 OJ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0131
 OJ0131  HISTORY     - Date     Condition        Report By
 OJ0131  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0131  HISTORY     - 1934     GOOD             CGS
 OJ0131  HISTORY     - 1977     GOOD             NGS
 OJ0131  HISTORY     - 19990703 POOR             USPSQD
 OJ0131
 OJ0131                          STATION DESCRIPTION
 OJ0131
 OJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0131'6.8 MI E FROM AVOCA.
 OJ0131'6.8 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0131'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE SW 1/4
 OJ0131'SW 1/4 SEC. 10, T. 7 N., R. 16 E., 162 FEET SOUTHEAST OF THE
 OJ0131'SOUTHEAST CORNER OF THE DORSEY HOUSE, AT THE JUNCTION OF
 OJ0131'WILDCAT ROAD, 30 FEET EAST OF THE CENTERLINE OF WILDCAT ROAD,
 OJ0131'24.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 OJ0131'NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0131'9 C 1 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OJ0131'GROUND.
 OJ0131
 OJ0131                          STATION RECOVERY (1977)
 OJ0131
 OJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0131'6.7 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0131'AT THE JUNCTION OF WILDCAT ROAD, 30 FEET EAST OF THE CENTER OF
 OJ0131'WILDCAT ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 15
 OJ0131'FEET NORTH EAST OF A STOP SIGN.
 OJ0131
 OJ0131                          STATION RECOVERY (1999)
 OJ0131
 OJ0131'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0131'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0319 ***********************************************************************
 NE0319  DESIGNATION -  9 D
 NE0319  PID         -  NE0319
 NE0319  STATE/COUNTY-  MI/ST CLAIR
 NE0319  COUNTRY     -  US
 NE0319  USGS QUAD   -  SMITHS CREEK (2017)
 NE0319
 NE0319                         *CURRENT SURVEY CONTROL
 NE0319  ______________________________________________________________________
 NE0319* NAD 83(1986) POSITION- 42 59 17.90   (N) 082 32 30.51   (W)   HD_HELD1
 NE0319* NAVD 88 ORTHO HEIGHT -   204.957 (meters)      672.43  (feet) ADJUSTED
 NE0319  ______________________________________________________________________
 NE0319  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 NE0319  DYNAMIC HEIGHT  -        204.907 (meters)      672.27  (feet) COMP
 NE0319  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 NE0319
 NE0319  VERT ORDER      -  SECOND    CLASS 0
 NE0319
 NE0319.The horizontal coordinates were determined by differentially corrected
 NE0319.hand held GPS observations or other comparable positioning techniques
 NE0319.and have an estimated accuracy of +/- 3 meters.
 NE0319
 NE0319.The orthometric height was determined by differential leveling and
 NE0319.adjusted by the NATIONAL GEODETIC SURVEY
 NE0319.in June 1991.
 NE0319
 NE0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0319.GEOID18 height accuracy estimate available here.
 NE0319
 NE0319.Click photographs - Photos may exist for this station.
 NE0319
 NE0319.The dynamic height is computed by dividing the NAVD 88
 NE0319.geopotential number by the normal gravity value computed on the
 NE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0319.degrees latitude (g = 980.6199 gals.).
 NE0319
 NE0319.The modeled gravity was interpolated from observed gravity values.
 NE0319
 NE0319;                    North         East    Units  Estimated Accuracy
 NE0319;SPC MI S     -   166,930.2   4,148,803.7     MT  (+/- 3 meters HH1 GPS) 
 NE0319
 NE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7430460669(NAD 83)
 NE0319
 NE0319                          SUPERSEDED SURVEY CONTROL
 NE0319
 NE0319.No superseded survey control is available for this station.
 NE0319
 NE0319_MARKER: DD = SURVEY DISK
 NE0319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0319_STAMPING: 9 D
 NE0319_MARK LOGO: CGS+SS
 NE0319_PROJECTION: PROJECTING 2 CENTIMETERS
 NE0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0319+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 NE0319
 NE0319  HISTORY     - Date     Condition        Report By
 NE0319  HISTORY     - 1934     MONUMENTED       MIGS
 NE0319  HISTORY     - 1934     GOOD             CGS
 NE0319  HISTORY     - 1977     GOOD             MIDH
 NE0319  HISTORY     - 1977     GOOD             NGS
 NE0319  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0319  HISTORY     - 20200811 GOOD             MIDT
 NE0319
 NE0319                          STATION DESCRIPTION
 NE0319
 NE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0319'6.2 MI W FROM PORT HURON.
 NE0319'6.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0319'PORT HURON, ST. CLAIR COUNTY, AT WADHAMS, 125 FEET WEST OF THE
 NE0319'INTERSECTION OF WADHAMS ROAD, 32 YARDS NORTH OF THE NORTHWEST
 NE0319'CORNER OF THE E.A. SHULTS GENERAL STORE, 47 FEET SOUTH OF THE
 NE0319'CENTERLINE OF THE HIGHWAY, 31 FEET NORTHEAST OF A 20-INCH MAPLE
 NE0319'TREE, 21 FEET WEST OF AN 18-INCH MAPLE TREE, 3.4 FEET NORTH OF
 NE0319'A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NE0319'SURVEY STANDARD DISK, STAMPED 9 D AND SET IN THE TOP OF A CONCRETE
 NE0319'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- RECORDS
 NE0319'OF THE MICHIGAN GEODETIC SURVEY INDICATE THAT THIS MARK IS 47
 NE0319'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 NE0319
 NE0319                          STATION RECOVERY (1977)
 NE0319
 NE0319'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0319'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R16E, KIMBALL
 NE0319'TOWNSHIP SECTION 3, FROM THE INTERSECTION OF LAPEER ROAD AND WADHAMS
 NE0319'ROAD GO WEST 0.25 MILES TO MARK ON RIGHT. IT IS 32 YARDS NORTH OF THE
 NE0319'NORTHWEST CORNER OF WADHAMS GENERAL STORE, 75 FEET WEST OF THE
 NE0319'CENTERLINE OF BARTLETT ROAD, 47 FEET NORTH OF THE CENTERLINE OF LAPEER
 NE0319'ROAD AND 31 FEET NORTHEAST OF A 20 INCH MAPLE TREE. A STATE SURVEY
 NE0319'STANDARD DISK SET IN A CONCRETE POST
 NE0319
 NE0319                          STATION RECOVERY (1977)
 NE0319
 NE0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0319'0.25 MILES WEST ON LAPEER ROAD FROM THE JUNCTION OF LAPEER ROAD AND
 NE0319'WADHAMS ROAD, IN WADHAMS, (WADHAMS ROAD HAS BEEN MOVED SINCE ORIGINAL
 NE0319'DESCRIPTION), 75 FEET WEST OF THE CENTER OF BARTLETT STREET, 96 FEET
 NE0319'NORTH OF THE NORTHWEST CORNER OF WADHAMS GENERAL STORE, 47 FEET NORTH
 NE0319'OF THE CENTER OF LAPEER ROAD AND IN A LAWN.
 NE0319
 NE0319                          STATION RECOVERY (1988)
 NE0319
 NE0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0319'MARK NOT FOUND.
 NE0319
 NE0319                          STATION RECOVERY (2020)
 NE0319
 NE0319'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 NE0319'THE MARK IS 32 FT (9.8 M) WEST-NORTHWEST OF A UTILITY POLE, 53.5 FT
 NE0319'(16.3 M) EAST-SOUTHEAST OF UTILITY POLE AND 33 FT (10.1 M)
 NE0319'EAST-NORTHEAST OF A 'NO PARKING' SIGN.  WADHAMS GENERAL STORE IS NO
 NE0319'LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0132 ***********************************************************************
 OJ0132  DESIGNATION -  9 D 1
 OJ0132  PID         -  OJ0132
 OJ0132  STATE/COUNTY-  MI/ST CLAIR
 OJ0132  COUNTRY     -  US
 OJ0132  USGS QUAD   -  RUBY (2017)
 OJ0132
 OJ0132                         *CURRENT SURVEY CONTROL
 OJ0132  ______________________________________________________________________
 OJ0132* NAD 83(1986) POSITION- 43 02 37.     (N) 082 33 21.     (W)   SCALED
 OJ0132* NAVD 88 ORTHO HEIGHT -   219.463 (meters)      720.02  (feet) ADJUSTED
 OJ0132  ______________________________________________________________________
 OJ0132  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 OJ0132  DYNAMIC HEIGHT  -        219.411 (meters)      719.85  (feet) COMP
 OJ0132  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 OJ0132
 OJ0132  VERT ORDER      -  SECOND    CLASS 0
 OJ0132
 OJ0132.The horizontal coordinates were scaled from a map and have
 OJ0132.an estimated accuracy of +/- 6 seconds.
 OJ0132
 OJ0132.The orthometric height was determined by differential leveling and
 OJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0132.in June 1991.
 OJ0132
 OJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0132.GEOID18 height accuracy estimate available here.
 OJ0132
 OJ0132.Click photographs - Photos may exist for this station.
 OJ0132
 OJ0132.The dynamic height is computed by dividing the NAVD 88
 OJ0132.geopotential number by the normal gravity value computed on the
 OJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0132.degrees latitude (g = 980.6199 gals.).
 OJ0132
 OJ0132.The modeled gravity was interpolated from observed gravity values.
 OJ0132
 OJ0132;                    North         East    Units  Estimated Accuracy
 OJ0132;SPC MI S     -   173,050.    4,147,530.      MT  (+/- 180 meters Scaled)
 OJ0132
 OJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH732668(NAD 83)
 OJ0132
 OJ0132                          SUPERSEDED SURVEY CONTROL
 OJ0132
 OJ0132  NGVD 29 (??/??/92)  219.564  (m)          720.35   (f) ADJ UNCH    2 0
 OJ0132
 OJ0132.Superseded values are not recommended for survey control.
 OJ0132
 OJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0132
 OJ0132_MARKER: DD = SURVEY DISK
 OJ0132_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0132_STAMPING: 9 D 1
 OJ0132_MARK LOGO: CGS+SS
 OJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0132+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 OJ0132
 OJ0132  HISTORY     - Date     Condition        Report By
 OJ0132  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0132  HISTORY     - 1934     GOOD             CGS
 OJ0132  HISTORY     - 1977     GOOD             NGS
 OJ0132  HISTORY     - 19990703 GOOD             USPSQD
 OJ0132  HISTORY     - 20040209 GOOD             BMJ
 OJ0132
 OJ0132                          STATION DESCRIPTION
 OJ0132
 OJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0132'8 MI E FROM AVOCA.
 OJ0132'8.0 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0132'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NORTHWEST
 OJ0132'CORNER OF THE SW 1/4 SEC. 14, T. 7 N., R. 16 E., 145 FEET
 OJ0132'NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST WING OF THE CARLTON
 OJ0132'RANCH HOUSE, AT THE INTERSECTION OF VINCENT ROAD, 50.2 FEET
 OJ0132'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 YARDS EAST OF THE
 OJ0132'CENTERLINE OF VINCENT ROAD, 25 FEET EAST OF A FENCE CORNER, AND
 OJ0132'4 FEET NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK,
 OJ0132'STAMPED 9 D 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OJ0132'3 INCHES ABOVE GROUND.
 OJ0132
 OJ0132                          STATION RECOVERY (1977)
 OJ0132
 OJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0132'7.9 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0132'AT THE INTERSECTION OF THE HIGHWAY AND VINCENT ROAD, 55 FEET EAST OF
 OJ0132'THE CENTER OF VINCENT ROAD, 50 FEET SOUTH OF THE CENTER OF THE
 OJ0132'HIGHWAY AND 9.5 FEET EAST NORTHEAST OF A 20 INCH TREE WITH METAL
 OJ0132'SIGNS BEARD ROAD-VINCENT ROAD GROWN IN THE TREE.
 OJ0132
 OJ0132                          STATION RECOVERY (1999)
 OJ0132
 OJ0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0132'RECOVERED IN GOOD CONDITION.
 OJ0132
 OJ0132                          STATION RECOVERY (2004)
 OJ0132
 OJ0132'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0132'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0287 ***********************************************************************
 MC0287  DESIGNATION -  9 DTSRR
 MC0287  PID         -  MC0287
 MC0287  STATE/COUNTY-  MI/MONROE
 MC0287  COUNTRY     -  US
 MC0287  USGS QUAD   -  ERIE (2017)
 MC0287
 MC0287                         *CURRENT SURVEY CONTROL
 MC0287  ______________________________________________________________________
 MC0287* NAD 83(1986) POSITION- 41 47 26.     (N) 083 28 31.     (W)   SCALED
 MC0287* NAVD 88 ORTHO HEIGHT -   177.740 (meters)      583.14  (feet) ADJUSTED
 MC0287  ______________________________________________________________________
 MC0287  GEOID HEIGHT    -        -35.350 (meters)                     GEOID18
 MC0287  DYNAMIC HEIGHT  -        177.673 (meters)      582.92  (feet) COMP
 MC0287  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 MC0287
 MC0287  VERT ORDER      -  FIRST     CLASS I
 MC0287
 MC0287.The horizontal coordinates were scaled from a map and have
 MC0287.an estimated accuracy of +/- 6 seconds.
 MC0287
 MC0287.The orthometric height was determined by differential leveling and
 MC0287.adjusted by the NATIONAL GEODETIC SURVEY
 MC0287.in June 1991.
 MC0287
 MC0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0287.GEOID18 height accuracy estimate available here.
 MC0287
 MC0287.Click photographs - Photos may exist for this station.
 MC0287
 MC0287.The dynamic height is computed by dividing the NAVD 88
 MC0287.geopotential number by the normal gravity value computed on the
 MC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0287.degrees latitude (g = 980.6199 gals.).
 MC0287
 MC0287.The modeled gravity was interpolated from observed gravity values.
 MC0287
 MC0287;                    North         East    Units  Estimated Accuracy
 MC0287;SPC MI S     -    32,670.    4,074,100.      MT  (+/- 180 meters Scaled)
 MC0287
 MC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG943294(NAD 83)
 MC0287
 MC0287                          SUPERSEDED SURVEY CONTROL
 MC0287
 MC0287  NGVD 29 (??/??/92)  177.923  (m)          583.74   (f) ADJ UNCH    1 1
 MC0287
 MC0287.Superseded values are not recommended for survey control.
 MC0287
 MC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0287.See file dsdata.pdf to determine how the superseded data were derived.
 MC0287
 MC0287_MARKER: DD = SURVEY DISK
 MC0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0287_SP_SET: CULVERT
 MC0287_STAMPING: BENCH MARK ELEV NO 9 USC AND G 1899
 MC0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0287+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2014
 MC0287
 MC0287  HISTORY     - Date     Condition        Report By
 MC0287  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0287  HISTORY     - 1968     GOOD             CGS
 MC0287  HISTORY     - 1973     GOOD             NGS
 MC0287  HISTORY     - 20140430 GOOD             SPICE
 MC0287  HISTORY     - 20250312 MARK NOT FOUND   MCA
 MC0287
 MC0287                          STATION DESCRIPTION
 MC0287
 MC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0287'9.5 MI SW FROM MONROE.
 MC0287'ABOUT 9.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0287'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.25 MILE
 MC0287'NORTHEAST OF THE CROSSING OF VIENNA ROAD, ABOUT 0.2 MILE NORTHEAST
 MC0287'OF MILEPOST D 45, ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0287'RAILROAD, ABOUT 50 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD,
 MC0287'SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL
 MC0287'OF A 30-FOOT CONCRETE BOX CULVERT OVER BAY CREEK, 7.4 FEET
 MC0287'SOUTHEAST OF THE SOUTHEAST RAIL OF THE D AND T SL RR, 2.2 FEET
 MC0287'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 1 1/2 FEET
 MC0287'BELOW THE LEVEL OF THE TRACK.
 MC0287
 MC0287                          STATION RECOVERY (1973)
 MC0287
 MC0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0287'RECOVERED IN GOOD CONDITION.
 MC0287
 MC0287                          STATION RECOVERY (2014)
 MC0287
 MC0287'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2014 (ESB)
 MC0287'RECOVERED IN GOOD CONDITION.
 MC0287
 MC0287                          STATION RECOVERY (2025)
 MC0287
 MC0287'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 MC0287'THE DISK HAS BEEN BROKEN OFF AND REMOVED BUT THE STEM REMAINS IN THE
 MC0287'CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0322 ***********************************************************************
 NE0322  DESIGNATION -  9 E
 NE0322  PID         -  NE0322
 NE0322  STATE/COUNTY-  MI/ST CLAIR
 NE0322  COUNTRY     -  US
 NE0322  USGS QUAD   -  SMITHS CREEK (2017)
 NE0322
 NE0322                         *CURRENT SURVEY CONTROL
 NE0322  ______________________________________________________________________
 NE0322* NAD 83(1986) POSITION- 42 59 34.6    (N) 082 33 30.9    (W)   HD_HELD2
 NE0322* NAVD 88 ORTHO HEIGHT -   206.623 (meters)      677.90  (feet) ADJUSTED
 NE0322  ______________________________________________________________________
 NE0322  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 NE0322  DYNAMIC HEIGHT  -        206.572 (meters)      677.73  (feet) COMP
 NE0322  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 NE0322
 NE0322  VERT ORDER      -  SECOND    CLASS 0
 NE0322
 NE0322.The horizontal coordinates were established by autonomous hand held GPS
 NE0322.observations and have an estimated accuracy of +/- 10 meters.
 NE0322
 NE0322.The orthometric height was determined by differential leveling and
 NE0322.adjusted by the NATIONAL GEODETIC SURVEY
 NE0322.in June 1991.
 NE0322
 NE0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0322.GEOID18 height accuracy estimate available here.
 NE0322
 NE0322.Click photographs - Photos may exist for this station.
 NE0322
 NE0322.The dynamic height is computed by dividing the NAVD 88
 NE0322.geopotential number by the normal gravity value computed on the
 NE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0322.degrees latitude (g = 980.6199 gals.).
 NE0322
 NE0322.The modeled gravity was interpolated from observed gravity values.
 NE0322
 NE0322;                    North         East    Units  Estimated Accuracy
 NE0322;SPC MI S     -   167,416.    4,147,425.      MT  (+/- 10 meters HH2 GPS)
 NE0322
 NE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7294661209(NAD 83)
 NE0322
 NE0322                          SUPERSEDED SURVEY CONTROL
 NE0322
 NE0322.No superseded survey control is available for this station.
 NE0322
 NE0322_MARKER: DD = SURVEY DISK
 NE0322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0322_STAMPING: 9 E
 NE0322_MARK LOGO: CGS+SS
 NE0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0322
 NE0322  HISTORY     - Date     Condition        Report By
 NE0322  HISTORY     - 1934     MONUMENTED       MIGS
 NE0322  HISTORY     - 1934     GOOD             CGS
 NE0322  HISTORY     - 1977     GOOD             MIDH
 NE0322  HISTORY     - 1977     GOOD             NGS
 NE0322  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0322
 NE0322                          STATION DESCRIPTION
 NE0322
 NE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0322'7.1 MI W FROM PORT HURON.
 NE0322'7.1 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0322'PORT HURON, ST. CLAIR COUNTY, 0.9 MILE WEST OF WADHAMS, IN THE
 NE0322'NE 1/4 NW 1/4 SEC. 3, T. 6 N., R. 16 E., AT THE INTERSECTION
 NE0322'OF THE COUNTY ROAD TO RUBY, 43 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0322'CORNER OF THE ST. PAUL EVANGELICAL CHURCH, 72 FEET NORTHWEST OF
 NE0322'THE NORTHWEST CORNER OF THE CLARENCE STEIN FARMHOUSE, 43 FEET
 NE0322'NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF AN
 NE0322'8-INCH APPLE TREE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE
 NE0322'SURVEY STANDARD DISK, STAMPED 9 E AND SET IN THE TOP OF A
 NE0322'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NE0322'NOTE-- RECORDS OF THE MICHIGAN GEODETIC SURVEY INDICATE THAT
 NE0322'THIS MARK IS 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NE0322
 NE0322                          STATION RECOVERY (1977)
 NE0322
 NE0322'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0322'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R16E, KIMBALL
 NE0322'TOWNSHIP, SECTION 3. FROM THE INTERSECTION OF LAPEER ROAD AND WADHAMS
 NE0322'ROAD GO WEST 1.2 MI TO MARK ON LEFT. IT IS 72 FEET NORTHWEST OF THE
 NE0322'NORTHWEST CORNER OF CLARENCE STEIN FARMHOUSE AND 43 FEET SOUTH OF THE
 NE0322'CENTERLINE OF LAPEER ROAD, 28 FEET EAST NORTHEAST OF A POWER POLE AND
 NE0322'26 FEET NORTHWEST OF A GATEPOST AND 1 FOOT NORTH OF A METAL WITNESS
 NE0322'POST
 NE0322
 NE0322                          STATION RECOVERY (1977)
 NE0322
 NE0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0322'1.2 MILES WEST ON LAPEER ROAD FROM THE INTERSECTION OF LAPEER ROAD
 NE0322'AND WADHAMS ROAD IN WADHAMS, AT THE JUNCTION WITH ABBOTTSFORD ROAD,
 NE0322'72 FEET NORTH WEST OF ARNOLD HOUSE, 26 FEET NORTH WEST OF A GATE
 NE0322'POST, 43 FEET SOUTH OF THE CENTER OF LAPEER ROAD, ABOUT HALF WAY
 NE0322'BETWEEN THE TWO TANGENTS OF ABBOTTSFORD ROAD.
 NE0322
 NE0322                          STATION RECOVERY (1988)
 NE0322
 NE0322'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0133 ***********************************************************************
 OJ0133  DESIGNATION -  9 E 1
 OJ0133  PID         -  OJ0133
 OJ0133  STATE/COUNTY-  MI/ST CLAIR
 OJ0133  COUNTRY     -  US
 OJ0133  USGS QUAD   -  RUBY (2017)
 OJ0133
 OJ0133                         *CURRENT SURVEY CONTROL
 OJ0133  ______________________________________________________________________
 OJ0133* NAD 83(1986) POSITION- 43 02 40.     (N) 082 31 37.     (W)   SCALED
 OJ0133* NAVD 88 ORTHO HEIGHT -   195.404 (meters)      641.09  (feet) ADJUSTED
 OJ0133  ______________________________________________________________________
 OJ0133  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 OJ0133  DYNAMIC HEIGHT  -        195.358 (meters)      640.94  (feet) COMP
 OJ0133  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OJ0133
 OJ0133  VERT ORDER      -  SECOND    CLASS 0
 OJ0133
 OJ0133.The horizontal coordinates were scaled from a map and have
 OJ0133.an estimated accuracy of +/- 6 seconds.
 OJ0133
 OJ0133.The orthometric height was determined by differential leveling and
 OJ0133.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0133.in June 1991.
 OJ0133
 OJ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0133.GEOID18 height accuracy estimate available here.
 OJ0133
 OJ0133.Click photographs - Photos may exist for this station.
 OJ0133
 OJ0133.The dynamic height is computed by dividing the NAVD 88
 OJ0133.geopotential number by the normal gravity value computed on the
 OJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0133.degrees latitude (g = 980.6199 gals.).
 OJ0133
 OJ0133.The modeled gravity was interpolated from observed gravity values.
 OJ0133
 OJ0133;                    North         East    Units  Estimated Accuracy
 OJ0133;SPC MI S     -   173,190.    4,149,880.      MT  (+/- 180 meters Scaled)
 OJ0133
 OJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756668(NAD 83)
 OJ0133
 OJ0133                          SUPERSEDED SURVEY CONTROL
 OJ0133
 OJ0133  NGVD 29 (??/??/92)  195.513  (m)          641.45   (f) ADJ UNCH    2 0
 OJ0133
 OJ0133.Superseded values are not recommended for survey control.
 OJ0133
 OJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0133.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0133
 OJ0133_MARKER: DD = SURVEY DISK
 OJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0133_STAMPING: 9 E 1
 OJ0133_MARK LOGO: CGS+SS
 OJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0133+STABILITY: SURFACE MOTION
 OJ0133
 OJ0133  HISTORY     - Date     Condition        Report By
 OJ0133  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0133  HISTORY     - 1934     GOOD             CGS
 OJ0133  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0133
 OJ0133                          STATION DESCRIPTION
 OJ0133
 OJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0133'8 MI NW FROM PORT HURON.
 OJ0133'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0133'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NORTHEAST
 OJ0133'CORNER OF THE SW 1/4 SEC. 13, T. 7 N., R. 16 E., IN THE
 OJ0133'TRIANGULAR GRASS PLOT AT THE JUNCTION OF THE HIGHWAYS, 45 FEET
 OJ0133'WEST OF THE CENTERLINE OF STATE HIGHWAY 51, 16.5 FEET SOUTH OF
 OJ0133'THE PROLONGATION OF THE CENTERLINE OF THE PAVED TANGENT TO THE
 OJ0133'WEST, 27 FEET EAST OF A DIRECTION SIGN-POST, 17 FEET NORTHEAST
 OJ0133'OF A 9-INCH MAPLE TREE, AND 15 FEET NORTHWEST OF THE CENTER
 OJ0133'OF A CATCH BASIN.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 1
 OJ0133'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0133
 OJ0133                          STATION RECOVERY (1999)
 OJ0133
 OJ0133'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0001 ***********************************************************************
 OJ0001  DESIGNATION -  9 G 1
 OJ0001  PID         -  OJ0001
 OJ0001  STATE/COUNTY-  MI/ST CLAIR
 OJ0001  COUNTRY     -  US
 OJ0001  USGS QUAD   -  LAKEPORT (2017)
 OJ0001
 OJ0001                         *CURRENT SURVEY CONTROL
 OJ0001  ______________________________________________________________________
 OJ0001* NAD 83(1986) POSITION- 43 02 18.     (N) 082 29 03.     (W)   SCALED
 OJ0001* NAVD 88 ORTHO HEIGHT -   186.092 (meters)      610.54  (feet) ADJUSTED
 OJ0001  ______________________________________________________________________
 OJ0001  GEOID HEIGHT    -        -34.838 (meters)                     GEOID18
 OJ0001  DYNAMIC HEIGHT  -        186.047 (meters)      610.39  (feet) COMP
 OJ0001  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 OJ0001
 OJ0001  VERT ORDER      -  SECOND    CLASS 0
 OJ0001
 OJ0001.The horizontal coordinates were scaled from a map and have
 OJ0001.an estimated accuracy of +/- 6 seconds.
 OJ0001
 OJ0001.The orthometric height was determined by differential leveling and
 OJ0001.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0001.in June 1991.
 OJ0001
 OJ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0001.GEOID18 height accuracy estimate available here.
 OJ0001
 OJ0001.Click photographs - Photos may exist for this station.
 OJ0001
 OJ0001.The dynamic height is computed by dividing the NAVD 88
 OJ0001.geopotential number by the normal gravity value computed on the
 OJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0001.degrees latitude (g = 980.6199 gals.).
 OJ0001
 OJ0001.The modeled gravity was interpolated from observed gravity values.
 OJ0001
 OJ0001;                    North         East    Units  Estimated Accuracy
 OJ0001;SPC MI S     -   172,590.    4,153,380.      MT  (+/- 180 meters Scaled)
 OJ0001
 OJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH791661(NAD 83)
 OJ0001
 OJ0001                          SUPERSEDED SURVEY CONTROL
 OJ0001
 OJ0001  NGVD 29 (??/??/92)  186.209  (m)          610.92   (f) ADJ UNCH    2 0
 OJ0001
 OJ0001.Superseded values are not recommended for survey control.
 OJ0001
 OJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0001.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0001
 OJ0001_MARKER: DD = SURVEY DISK
 OJ0001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0001_STAMPING: 9 G 1
 OJ0001_MARK LOGO: CGS+SS
 OJ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0001
 OJ0001  HISTORY     - Date     Condition        Report By
 OJ0001  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0001  HISTORY     - 1934     GOOD             CGS
 OJ0001  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0001  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0001  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0001
 OJ0001                          STATION DESCRIPTION
 OJ0001
 OJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0001'5.4 MI NW FROM PORT HURON.
 OJ0001'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0001'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NW 1/4 NE 1/4 SEC.
 OJ0001'20, T. 7 N., R. 17 E., 103 FEET SOUTH OF THE SOUTHEAST CORNER
 OJ0001'OF THE GARDENDALE GLEANER HALL, 60 YARDS SOUTHEAST OF THE CENTER
 OJ0001'OF THE JUNCTION OF KEEWAHDIN ROAD, 63.5 FEET SOUTH OF THE
 OJ0001'CENTERLINE OF KEEWAHDIN ROAD, AND 48 FEET NORTHWEST OF THE CENTERLINE
 OJ0001'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 9 G 1
 OJ0001'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OJ0001'ABOVE GROUND.
 OJ0001
 OJ0001                          STATION RECOVERY (1977)
 OJ0001
 OJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0001'MARK NOT FOUND.
 OJ0001
 OJ0001                          STATION RECOVERY (1997)
 OJ0001
 OJ0001'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0001'MARK NOT FOUND.
 OJ0001
 OJ0001                          STATION RECOVERY (2002)
 OJ0001
 OJ0001'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0001'SUSPECT MARK IS DESTROYED, OR COVERED UP BY ROAD BED NOW.
 OJ0001'INTERSECTION WAS CHANGED AND NOW CROSSES WHERE MARK WAS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0002 ***********************************************************************
 OJ0002  DESIGNATION -  9 H 1
 OJ0002  PID         -  OJ0002
 OJ0002  STATE/COUNTY-  MI/ST CLAIR
 OJ0002  COUNTRY     -  US
 OJ0002  USGS QUAD   -  LAKEPORT (2017)
 OJ0002
 OJ0002                         *CURRENT SURVEY CONTROL
 OJ0002  ______________________________________________________________________
 OJ0002* NAD 83(1986) POSITION- 43 02 03.     (N) 082 28 33.     (W)   SCALED
 OJ0002* NAVD 88 ORTHO HEIGHT -   187.362 (meters)      614.70  (feet) ADJUSTED
 OJ0002  ______________________________________________________________________
 OJ0002  GEOID HEIGHT    -        -34.848 (meters)                     GEOID18
 OJ0002  DYNAMIC HEIGHT  -        187.317 (meters)      614.56  (feet) COMP
 OJ0002  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 OJ0002
 OJ0002  VERT ORDER      -  SECOND    CLASS 0
 OJ0002
 OJ0002.The horizontal coordinates were scaled from a map and have
 OJ0002.an estimated accuracy of +/- 6 seconds.
 OJ0002
 OJ0002.The orthometric height was determined by differential leveling and
 OJ0002.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0002.in June 1991.
 OJ0002
 OJ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0002.GEOID18 height accuracy estimate available here.
 OJ0002
 OJ0002.Click photographs - Photos may exist for this station.
 OJ0002
 OJ0002.The dynamic height is computed by dividing the NAVD 88
 OJ0002.geopotential number by the normal gravity value computed on the
 OJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0002.degrees latitude (g = 980.6199 gals.).
 OJ0002
 OJ0002.The modeled gravity was interpolated from observed gravity values.
 OJ0002
 OJ0002;                    North         East    Units  Estimated Accuracy
 OJ0002;SPC MI S     -   172,140.    4,154,070.      MT  (+/- 180 meters Scaled)
 OJ0002
 OJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH797656(NAD 83)
 OJ0002
 OJ0002                          SUPERSEDED SURVEY CONTROL
 OJ0002
 OJ0002  NGVD 29 (??/??/92)  187.480  (m)          615.09   (f) ADJ UNCH    2 0
 OJ0002
 OJ0002.Superseded values are not recommended for survey control.
 OJ0002
 OJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0002.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0002
 OJ0002_MARKER: DD = SURVEY DISK
 OJ0002_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0002_STAMPING: 9 H 1
 OJ0002_MARK LOGO: CGS+SS
 OJ0002_PROJECTION: FLUSH
 OJ0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0002
 OJ0002  HISTORY     - Date     Condition        Report By
 OJ0002  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0002  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0002  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0002  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0002  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0002
 OJ0002                          STATION DESCRIPTION
 OJ0002
 OJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0002'4.8 MI NW FROM PORT HURON.
 OJ0002'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0002'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE SW 1/4 NW 1/4
 OJ0002'SEC. 21, T. 7 N., R. 17 E., 53 YARDS SOUTHEAST OF THE CENTER
 OJ0002'OF THE INTERSECTION OF PARKER ROAD, 21 FEET SOUTHWEST OF THE
 OJ0002'CENTERLINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE SOUTHWEST
 OJ0002'RIGHT-OF-WAY FENCE, 12 FEET NORTHEAST OF A ROW OF PINE TREES,
 OJ0002'AND 21 FEET EAST OF THE FIFTH TREE FROM THE NORTHWEST END
 OJ0002'OF THE ROW.  A STATE SURVEY STANDARD DISK, STAMPED 9 H 1 AND
 OJ0002'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0002
 OJ0002                          STATION RECOVERY (1977)
 OJ0002
 OJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0002'MARK NOT FOUND.
 OJ0002
 OJ0002                          STATION RECOVERY (1997)
 OJ0002
 OJ0002'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0002'MARK NOT FOUND.
 OJ0002
 OJ0002                          STATION RECOVERY (2002)
 OJ0002
 OJ0002'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0002'SUSPECT MARK IS DESTROYED, OR COVERED UP BY ROAD BED NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0003 ***********************************************************************
 OJ0003  DESIGNATION -  9 I 1
 OJ0003  PID         -  OJ0003
 OJ0003  STATE/COUNTY-  MI/ST CLAIR
 OJ0003  COUNTRY     -  US
 OJ0003  USGS QUAD   -  LAKEPORT (2017)
 OJ0003
 OJ0003                         *CURRENT SURVEY CONTROL
 OJ0003  ______________________________________________________________________
 OJ0003* NAD 83(1986) POSITION- 43 01 30.     (N) 082 27 40.     (W)   SCALED
 OJ0003* NAVD 88 ORTHO HEIGHT -   186.727 (meters)      612.62  (feet) ADJUSTED
 OJ0003  ______________________________________________________________________
 OJ0003  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 OJ0003  DYNAMIC HEIGHT  -        186.682 (meters)      612.47  (feet) COMP
 OJ0003  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 OJ0003
 OJ0003  VERT ORDER      -  SECOND    CLASS 0
 OJ0003
 OJ0003.The horizontal coordinates were scaled from a map and have
 OJ0003.an estimated accuracy of +/- 6 seconds.
 OJ0003
 OJ0003.The orthometric height was determined by differential leveling and
 OJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0003.in June 1991.
 OJ0003
 OJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0003.GEOID18 height accuracy estimate available here.
 OJ0003
 OJ0003.Click photographs - Photos may exist for this station.
 OJ0003
 OJ0003.The dynamic height is computed by dividing the NAVD 88
 OJ0003.geopotential number by the normal gravity value computed on the
 OJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0003.degrees latitude (g = 980.6199 gals.).
 OJ0003
 OJ0003.The modeled gravity was interpolated from observed gravity values.
 OJ0003
 OJ0003;                    North         East    Units  Estimated Accuracy
 OJ0003;SPC MI S     -   171,150.    4,155,290.      MT  (+/- 180 meters Scaled)
 OJ0003
 OJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH809646(NAD 83)
 OJ0003
 OJ0003                          SUPERSEDED SURVEY CONTROL
 OJ0003
 OJ0003  NGVD 29 (??/??/92)  186.847  (m)          613.01   (f) ADJ UNCH    2 0
 OJ0003
 OJ0003.Superseded values are not recommended for survey control.
 OJ0003
 OJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0003
 OJ0003_MARKER: DD = SURVEY DISK
 OJ0003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0003_STAMPING: 9 I 1
 OJ0003_MARK LOGO: CGS+SS
 OJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0003
 OJ0003  HISTORY     - Date     Condition        Report By
 OJ0003  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0003  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0003  HISTORY     - 1965     MARK NOT FOUND   USGS
 OJ0003  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0003  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0003
 OJ0003                          STATION DESCRIPTION
 OJ0003
 OJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0003'3.8 MI NW FROM PORT HURON.
 OJ0003'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0003'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NE 1/4 NE 1/4
 OJ0003'SEC. 28, T. 7 N., R. 17 E., 28 YARDS EAST OF THE CENTER OF THE
 OJ0003'INTERSECTION OF KRAFT ROAD, 35 FEET EAST OF THE CENTERLINE OF
 OJ0003'THE HIGHWAY, 8 YARDS SOUTH OF THE CENTERLINE OF KRAFT ROAD,
 OJ0003'93 FEET SOUTH OF THE SOUTHWEST CORNER OF THE JOHN BRECKON HOUSE,
 OJ0003'AND 88 FEET NORTHEAST OF A QUADRANGLE WHITE BIRCH.  A STATE
 OJ0003'SURVEY STANDARD DISK, STAMPED 9 I 1 AND SET IN THE TOP OF A
 OJ0003'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1965)
 OJ0003
 OJ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OJ0003'MARK NOT FOUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1977)
 OJ0003
 OJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0003'MARK NOT FOUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1997)
 OJ0003
 OJ0003'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0321 ***********************************************************************
 NE0321  DESIGNATION -  9 J
 NE0321  PID         -  NE0321
 NE0321  STATE/COUNTY-  MI/ST CLAIR
 NE0321  COUNTRY     -  US
 NE0321  USGS QUAD   -  SMITHS CREEK (2017)
 NE0321
 NE0321                         *CURRENT SURVEY CONTROL
 NE0321  ______________________________________________________________________
 NE0321* NAD 83(1986) POSITION- 42 59 32.89   (N) 082 34 22.42   (W)   HD_HELD1
 NE0321* NAVD 88 ORTHO HEIGHT -   206.801 (meters)      678.48  (feet) ADJUSTED
 NE0321  ______________________________________________________________________
 NE0321  GEOID HEIGHT    -        -34.804 (meters)                     GEOID18
 NE0321  DYNAMIC HEIGHT  -        206.750 (meters)      678.31  (feet) COMP
 NE0321  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 NE0321
 NE0321  VERT ORDER      -  SECOND    CLASS 0
 NE0321
 NE0321.The horizontal coordinates were determined by differentially corrected
 NE0321.hand held GPS observations or other comparable positioning techniques
 NE0321.and have an estimated accuracy of +/- 3 meters.
 NE0321
 NE0321.The orthometric height was determined by differential leveling and
 NE0321.adjusted by the NATIONAL GEODETIC SURVEY
 NE0321.in June 1991.
 NE0321
 NE0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0321.GEOID18 height accuracy estimate available here.
 NE0321
 NE0321.Click photographs - Photos may exist for this station.
 NE0321
 NE0321.The dynamic height is computed by dividing the NAVD 88
 NE0321.geopotential number by the normal gravity value computed on the
 NE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0321.degrees latitude (g = 980.6199 gals.).
 NE0321
 NE0321.The modeled gravity was interpolated from observed gravity values.
 NE0321
 NE0321;                    North         East    Units  Estimated Accuracy
 NE0321;SPC MI S     -   167,338.2   4,146,259.4     MT  (+/- 3 meters HH1 GPS) 
 NE0321
 NE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7177961178(NAD 83)
 NE0321
 NE0321                          SUPERSEDED SURVEY CONTROL
 NE0321
 NE0321  NGVD 29 (??/??/92)  206.924  (m)          678.88   (f) ADJ UNCH    2 0
 NE0321
 NE0321.Superseded values are not recommended for survey control.
 NE0321
 NE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0321.See file dsdata.pdf to determine how the superseded data were derived.
 NE0321
 NE0321_MARKER: DD = SURVEY DISK
 NE0321_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0321_STAMPING: 9 J
 NE0321_MARK LOGO: CGS+SS
 NE0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0321
 NE0321  HISTORY     - Date     Condition        Report By
 NE0321  HISTORY     - 1934     MONUMENTED       MIGS
 NE0321  HISTORY     - 1934     GOOD             CGS
 NE0321  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0321  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0321
 NE0321                          STATION DESCRIPTION
 NE0321
 NE0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0321'7.8 MI W FROM PORT HURON.
 NE0321'7.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0321'PORT HURON, ST. CLAIR COUNTY, 1.6 MILES WEST OF WADHAMS, IN
 NE0321'THE NW 1/4 NE 1/4 SEC. 4, T. 6 N., R. 16 E., 610 YARDS WEST OF
 NE0321'THE CROSSING OF THE CHESAPEAKE AND OHIO (FORMERLY PERE MARQUETTE)
 NE0321'RAILWAY, 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE
 NE0321'STATION NORTH OF THE HIGHWAY, 83 FEET NORTHWEST OF THE NORTHWEST
 NE0321'CORNER OF THE W.L. STEVENS RESIDENCE, 45 FEET SOUTH OF THE
 NE0321'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF
 NE0321'A PRIVATE DRIVEWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 NE0321'A STATE SURVEY STANDARD DISK, STAMPED 9 J AND SET IN THE TOP OF
 NE0321'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NE0321
 NE0321                          STATION RECOVERY (1977)
 NE0321
 NE0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0321'MARK NOT FOUND.
 NE0321
 NE0321                          STATION RECOVERY (1988)
 NE0321
 NE0321'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0004 ***********************************************************************
 OJ0004  DESIGNATION -  9 J 1
 OJ0004  PID         -  OJ0004
 OJ0004  STATE/COUNTY-  MI/ST CLAIR
 OJ0004  COUNTRY     -  US
 OJ0004  USGS QUAD   -  LAKEPORT (2017)
 OJ0004
 OJ0004                         *CURRENT SURVEY CONTROL
 OJ0004  ______________________________________________________________________
 OJ0004* NAD 83(1986) POSITION- 43 00 58.     (N) 082 27 02.     (W)   SCALED
 OJ0004* NAVD 88 ORTHO HEIGHT -   186.242 (meters)      611.03  (feet) ADJUSTED
 OJ0004  ______________________________________________________________________
 OJ0004  GEOID HEIGHT    -        -34.879 (meters)                     GEOID18
 OJ0004  DYNAMIC HEIGHT  -        186.197 (meters)      610.88  (feet) COMP
 OJ0004  MODELED GRAVITY -    980,374.2   (mgal)                       NAVD 88
 OJ0004
 OJ0004  VERT ORDER      -  SECOND    CLASS 0
 OJ0004
 OJ0004.The horizontal coordinates were scaled from a map and have
 OJ0004.an estimated accuracy of +/- 6 seconds.
 OJ0004
 OJ0004.The orthometric height was determined by differential leveling and
 OJ0004.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0004.in June 1991.
 OJ0004
 OJ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0004.GEOID18 height accuracy estimate available here.
 OJ0004
 OJ0004.Click photographs - Photos may exist for this station.
 OJ0004
 OJ0004.The dynamic height is computed by dividing the NAVD 88
 OJ0004.geopotential number by the normal gravity value computed on the
 OJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0004.degrees latitude (g = 980.6199 gals.).
 OJ0004
 OJ0004.The modeled gravity was interpolated from observed gravity values.
 OJ0004
 OJ0004;                    North         East    Units  Estimated Accuracy
 OJ0004;SPC MI S     -   170,180.    4,156,170.      MT  (+/- 180 meters Scaled)
 OJ0004
 OJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH817636(NAD 83)
 OJ0004
 OJ0004                          SUPERSEDED SURVEY CONTROL
 OJ0004
 OJ0004  NGVD 29 (??/??/92)  186.364  (m)          611.43   (f) ADJ UNCH    2 0
 OJ0004
 OJ0004.Superseded values are not recommended for survey control.
 OJ0004
 OJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0004.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0004
 OJ0004_MARKER: DD = SURVEY DISK
 OJ0004_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0004_STAMPING: 9 J 1
 OJ0004_MARK LOGO: CGS+SS
 OJ0004_PROJECTION: FLUSH
 OJ0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0004
 OJ0004  HISTORY     - Date     Condition        Report By
 OJ0004  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0004  HISTORY     - 1934     GOOD             CGS
 OJ0004  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0004  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0004
 OJ0004                          STATION DESCRIPTION
 OJ0004
 OJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0004'3 MI NW FROM PORT HURON.
 OJ0004'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0004'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE SW 1/4 SEC.
 OJ0004'27, T. 7 N., R. 17 E., 11 YARDS SOUTHEAST OF THE EAST CORNER
 OJ0004'OF THE BLACK RIVER CANAL BRIDGE, IN LINE WITH THE NORTHEAST
 OJ0004'PARAPET WALL, 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OJ0004'AND 15 FEET NORTH OF A 28-INCH MAPLE TREE.  A STATE SURVEY
 OJ0004'STANDARD DISK, STAMPED 9 J 1 AND SET IN THE TOP OF A CONCRETE
 OJ0004'POST FLUSH WITH THE GROUND.
 OJ0004
 OJ0004                          STATION RECOVERY (1977)
 OJ0004
 OJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0004'MARK NOT FOUND.
 OJ0004
 OJ0004                          STATION RECOVERY (1997)
 OJ0004
 OJ0004'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0324 ***********************************************************************
 NE0324  DESIGNATION -  9 K
 NE0324  PID         -  NE0324
 NE0324  STATE/COUNTY-  MI/ST CLAIR
 NE0324  COUNTRY     -  US
 NE0324  USGS QUAD   -  SMITHS CREEK (2017)
 NE0324
 NE0324                         *CURRENT SURVEY CONTROL
 NE0324  ______________________________________________________________________
 NE0324* NAD 83(1986) POSITION- 42 59 29.74   (N) 082 36 34.90   (W)   HD_HELD1
 NE0324* NAVD 88 ORTHO HEIGHT -   203.069 (meters)      666.24  (feet) ADJUSTED
 NE0324  ______________________________________________________________________
 NE0324  GEOID HEIGHT    -        -34.788 (meters)                     GEOID18
 NE0324  DYNAMIC HEIGHT  -        203.019 (meters)      666.07  (feet) COMP
 NE0324  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 NE0324
 NE0324  VERT ORDER      -  SECOND    CLASS 0
 NE0324
 NE0324.The horizontal coordinates were determined by differentially corrected
 NE0324.hand held GPS observations or other comparable positioning techniques
 NE0324.and have an estimated accuracy of +/- 3 meters.
 NE0324
 NE0324.The orthometric height was determined by differential leveling and
 NE0324.adjusted by the NATIONAL GEODETIC SURVEY
 NE0324.in June 1991.
 NE0324
 NE0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0324.GEOID18 height accuracy estimate available here.
 NE0324
 NE0324.Click photographs - Photos may exist for this station.
 NE0324
 NE0324.The dynamic height is computed by dividing the NAVD 88
 NE0324.geopotential number by the normal gravity value computed on the
 NE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0324.degrees latitude (g = 980.6199 gals.).
 NE0324
 NE0324.The modeled gravity was interpolated from observed gravity values.
 NE0324
 NE0324;                    North         East    Units  Estimated Accuracy
 NE0324;SPC MI S     -   167,177.7   4,143,261.2     MT  (+/- 3 meters HH1 GPS) 
 NE0324
 NE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6877761138(NAD 83)
 NE0324
 NE0324                          SUPERSEDED SURVEY CONTROL
 NE0324
 NE0324  NGVD 29 (??/??/92)  203.190  (m)          666.63   (f) ADJ UNCH    2 0
 NE0324
 NE0324.Superseded values are not recommended for survey control.
 NE0324
 NE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0324.See file dsdata.pdf to determine how the superseded data were derived.
 NE0324
 NE0324_MARKER: DD = SURVEY DISK
 NE0324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0324_STAMPING: 9 K
 NE0324_MARK LOGO: CGS+SS
 NE0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0324
 NE0324  HISTORY     - Date     Condition        Report By
 NE0324  HISTORY     - 1934     MONUMENTED       MIGS
 NE0324  HISTORY     - 1934     GOOD             CGS
 NE0324  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0324  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0324
 NE0324                          STATION DESCRIPTION
 NE0324
 NE0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0324'9.8 MI W FROM PORT HURON.
 NE0324'9.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0324'PORT HURON, ST. CLAIR COUNTY, 8.4 MILES EAST OF THE CATHOLIC
 NE0324'CHURCH AT EMMETT, IN THE SW 1/4 SW 1/4 SEC. 32, T. 7 N., R.
 NE0324'16 E., AT THE JUNCTION OF ENGLISH ROAD, 13 YARDS EAST OF THE
 NE0324'CENTERLINE OF ENGLISH ROAD, 35.5 FEET NORTH OF THE CENTERLINE
 NE0324'OF THE HIGHWAY, 70 FEET EAST OF A 9-INCH CHERRY TREE, AND 65
 NE0324'FEET NORTH OF A 15-INCH ELM TREE.  A STATE SURVEY STANDARD
 NE0324'DISK, STAMPED 9 K AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NE0324'ABOUT 3 INCHES ABOVE GROUND.
 NE0324
 NE0324                          STATION RECOVERY (1977)
 NE0324
 NE0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0324'MARK NOT FOUND.
 NE0324
 NE0324                          STATION RECOVERY (1988)
 NE0324
 NE0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0094 ***********************************************************************
 NE0094  DESIGNATION -  9 K 1
 NE0094  PID         -  NE0094
 NE0094  STATE/COUNTY-  MI/ST CLAIR
 NE0094  COUNTRY     -  US
 NE0094  USGS QUAD   -  PORT HURON (2017)
 NE0094
 NE0094                         *CURRENT SURVEY CONTROL
 NE0094  ______________________________________________________________________
 NE0094* NAD 83(1986) POSITION- 42 59 43.     (N) 082 26 03.     (W)   SCALED
 NE0094* NAVD 88 ORTHO HEIGHT -   181.314 (meters)      594.86  (feet) ADJUSTED
 NE0094  ______________________________________________________________________
 NE0094  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 NE0094  DYNAMIC HEIGHT  -        181.270 (meters)      594.72  (feet) COMP
 NE0094  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 NE0094
 NE0094  VERT ORDER      -  SECOND    CLASS 0
 NE0094
 NE0094.The horizontal coordinates were scaled from a map and have
 NE0094.an estimated accuracy of +/- 6 seconds.
 NE0094
 NE0094.The orthometric height was determined by differential leveling and
 NE0094.adjusted by the NATIONAL GEODETIC SURVEY
 NE0094.in June 1991.
 NE0094
 NE0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0094.GEOID18 height accuracy estimate available here.
 NE0094
 NE0094.Click photographs - Photos may exist for this station.
 NE0094
 NE0094.The dynamic height is computed by dividing the NAVD 88
 NE0094.geopotential number by the normal gravity value computed on the
 NE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0094.degrees latitude (g = 980.6199 gals.).
 NE0094
 NE0094.The modeled gravity was interpolated from observed gravity values.
 NE0094
 NE0094;                    North         East    Units  Estimated Accuracy
 NE0094;SPC MI S     -   167,900.    4,157,560.      MT  (+/- 180 meters Scaled)
 NE0094
 NE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH830612(NAD 83)
 NE0094
 NE0094                          SUPERSEDED SURVEY CONTROL
 NE0094
 NE0094  NGVD 29 (??/??/92)  181.440  (m)          595.27   (f) ADJ UNCH    2 0
 NE0094
 NE0094.Superseded values are not recommended for survey control.
 NE0094
 NE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0094.See file dsdata.pdf to determine how the superseded data were derived.
 NE0094
 NE0094_MARKER: DD = SURVEY DISK
 NE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0094_STAMPING: 9 K 1
 NE0094_MARK LOGO: CGS+SS
 NE0094_PROJECTION: RECESSED 8 CENTIMETERS
 NE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0094+STABILITY: SURFACE MOTION
 NE0094
 NE0094  HISTORY     - Date     Condition        Report By
 NE0094  HISTORY     - 1934     MONUMENTED       MIGS
 NE0094  HISTORY     - 1934     GOOD             CGS
 NE0094  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0094  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0094  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0094  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0094
 NE0094                          STATION DESCRIPTION
 NE0094
 NE0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0094'AT PORT HURON.
 NE0094'AT PORT HURON, ST. CLAIR COUNTY, AT THE INTERSECTION OF PINE
 NE0094'GROVE, TENTH, AND SCOTT AVENUES, 99 FEET NORTHEAST OF THE
 NE0094'NORTHEAST CORNER OF THE TWO-STORY BRICK GROCERY STORE OF C.W.
 NE0094'WELLMAN, 29.9 FEET NORTHEAST OF THE CENTERLINE OF PINE GROVE
 NE0094'AVENUE, 25.5 FEET WEST OF THE CENTERLINE OF TENTH AVENUE, 107.2
 NE0094'FEET SOUTHWEST OF A 36-INCH ELM TREE ON THE EAST SIDE OF TENTH
 NE0094'AVENUE, AND ABOUT 3 INCHES UNDERGROUND.  A STATE SURVEY STANDARD
 NE0094'DISK, STAMPED 9 K 1 AND SET IN THE TOP OF A CONCRETE POST.
 NE0094
 NE0094                          STATION RECOVERY (1977)
 NE0094
 NE0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (1988)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (1997)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (2003)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0483 ***********************************************************************
 OJ0483  DESIGNATION -  9 KEE
 OJ0483  PID         -  OJ0483
 OJ0483  STATE/COUNTY-  MI/HURON
 OJ0483  COUNTRY     -  US
 OJ0483  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0483
 OJ0483                         *CURRENT SURVEY CONTROL
 OJ0483  ______________________________________________________________________
 OJ0483* NAD 83(1986) POSITION- 43 52 00.     (N) 083 15 12.     (W)   SCALED
 OJ0483* NAVD 88 ORTHO HEIGHT -   186.695 (meters)      612.52  (feet) ADJUSTED
 OJ0483  ______________________________________________________________________
 OJ0483  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 OJ0483  DYNAMIC HEIGHT  -        186.666 (meters)      612.42  (feet) COMP
 OJ0483  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 OJ0483
 OJ0483  VERT ORDER      -  FIRST     CLASS 0
 OJ0483
 OJ0483.The horizontal coordinates were scaled from a map and have
 OJ0483.an estimated accuracy of +/- 6 seconds.
 OJ0483
 OJ0483.The orthometric height was determined by differential leveling and
 OJ0483.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0483.in June 1991.
 OJ0483
 OJ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0483.GEOID18 height accuracy estimate available here.
 OJ0483
 OJ0483.Click photographs - Photos may exist for this station.
 OJ0483
 OJ0483.The dynamic height is computed by dividing the NAVD 88
 OJ0483.geopotential number by the normal gravity value computed on the
 OJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0483.degrees latitude (g = 980.6199 gals.).
 OJ0483
 OJ0483.The modeled gravity was interpolated from observed gravity values.
 OJ0483
 OJ0483;                    North         East    Units  Estimated Accuracy
 OJ0483;SPC MI S     -   263,490.    4,089,500.      MT  (+/- 180 meters Scaled)
 OJ0483
 OJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ189595(NAD 83)
 OJ0483
 OJ0483                          SUPERSEDED SURVEY CONTROL
 OJ0483
 OJ0483  NGVD 29 (??/??/92)  186.840  (m)          612.99   (f) ADJ UNCH    1 0
 OJ0483
 OJ0483.Superseded values are not recommended for survey control.
 OJ0483
 OJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0483.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0483
 OJ0483_MARKER: DD = SURVEY DISK
 OJ0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0483_STAMPING: 9 KEE 1969 612
 OJ0483_MARK LOGO: USGS
 OJ0483_PROJECTION: FLUSH
 OJ0483_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0483_ROD/PIPE-DEPTH: 1.22 meters
 OJ0483
 OJ0483  HISTORY     - Date     Condition        Report By
 OJ0483  HISTORY     - 1969     MONUMENTED       USGS
 OJ0483  HISTORY     - 1976     GOOD             NOS
 OJ0483  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0483
 OJ0483                          STATION DESCRIPTION
 OJ0483
 OJ0483'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0483'5.5 MI SOUTH FROM CASEVILLE.
 OJ0483'2.5 MILES NORTH ALONG STURM ROAD FROM THE INTERSECTION AND RICHARDSON
 OJ0483'ROAD AT PIGEON, ABOUT 5.5 MILES SOUTH AND EAST OF CASEVILLE, 0.5 MILE
 OJ0483'NORTH OF THE INTERSECTION OF STURM AND CAMBELL ROADS, 33.0 FEET EAST
 OJ0483'CENTERLINE OF STURM ROAD, 4 FT. BELOW ROAD SURFACE, 2.7 FT. NORTH OF
 OJ0483'U.P. NO. 106, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0483'ON TOP OF A 5/8 INCH COPPER COATED STEEL ROD PROTECTED BY A 6 INCH
 OJ0483'DIAMETER CONCRETE PIPE.
 OJ0483
 OJ0483                          STATION RECOVERY (1999)
 OJ0483
 OJ0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0323 ***********************************************************************
 NE0323  DESIGNATION -  9 L
 NE0323  PID         -  NE0323
 NE0323  STATE/COUNTY-  MI/ST CLAIR
 NE0323  COUNTRY     -  US
 NE0323  USGS QUAD   -  GOODELLS (2017)
 NE0323
 NE0323                         *CURRENT SURVEY CONTROL
 NE0323  ______________________________________________________________________
 NE0323* NAD 83(2011) POSITION- 42 59 27.81217(N) 082 37 45.42522(W)   ADJUSTED
 NE0323* NAD 83(2011) ELLIP HT-   179.430 (meters)        (06/27/12)   ADJUSTED
 NE0323* NAD 83(2011) EPOCH   -  2010.00
 NE0323* NAVD 88 ORTHO HEIGHT -   214.217 (meters)      702.81  (feet) ADJUSTED
 NE0323  ______________________________________________________________________
 NE0323  GEOID HEIGHT    -        -34.781 (meters)                     GEOID18
 NE0323  NAD 83(2011) X  -    599,462.650 (meters)                     COMP
 NE0323  NAD 83(2011) Y  - -4,634,150.244 (meters)                     COMP
 NE0323  NAD 83(2011) Z  -  4,326,897.613 (meters)                     COMP
 NE0323  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 NE0323  DYNAMIC HEIGHT  -        214.164 (meters)      702.64  (feet) COMP
 NE0323  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 NE0323
 NE0323  VERT ORDER      -  SECOND    CLASS I
 NE0323
 NE0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0323  Standards:
 NE0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0323  -------------------------------------------------------------------
 NE0323  NETWORK    0.66   1.04           0.29   0.25   0.53     -0.01388168
 NE0323  -------------------------------------------------------------------
 NE0323  Click here for local accuracies and other accuracy information.
 NE0323
 NE0323.The horizontal coordinates were established by GPS observations
 NE0323.and adjusted by the National Geodetic Survey in June 2012.
 NE0323
 NE0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0323.been affixed to the stable North American tectonic plate. See 
 NE0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0323
 NE0323.The horizontal coordinates are valid at the epoch date displayed above
 NE0323.which is a decimal equivalence of Year/Month/Day.
 NE0323
 NE0323.The orthometric height was determined by differential leveling and
 NE0323.adjusted by the NATIONAL GEODETIC SURVEY
 NE0323.in June 1991.
 NE0323
 NE0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0323.GEOID18 height accuracy estimate available here.
 NE0323
 NE0323.Click photographs - Photos may exist for this station.
 NE0323
 NE0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0323
 NE0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0323
 NE0323.The ellipsoidal height was determined by GPS observations
 NE0323.and is referenced to NAD 83.
 NE0323
 NE0323.The dynamic height is computed by dividing the NAVD 88
 NE0323.geopotential number by the normal gravity value computed on the
 NE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0323.degrees latitude (g = 980.6199 gals.).
 NE0323
 NE0323.The modeled gravity was interpolated from observed gravity values.
 NE0323
 NE0323. The following values were computed from the NAD 83(2011) position.
 NE0323
 NE0323;                    North         East     Units Scale Factor Converg.
 NE0323;SPC MI S     -   167,085.097 4,141,665.333   MT  0.99990859   +1 10 56.4
 NE0323;SPC MI S     -   548,179.45 13,588,140.86   iFT  0.99990859   +1 10 56.4
 NE0323;UTM  17      - 4,761,109.807   367,179.143   MT  0.99981703   -1 06 40.1
 NE0323
 NE0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0323!SPC MI S     -   0.99997186  x   0.99990859  =   0.99988045
 NE0323!UTM  17      -   0.99997186  x   0.99981703  =   0.99978890
 NE0323
 NE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6717961109(NAD 83)
 NE0323
 NE0323                          SUPERSEDED SURVEY CONTROL
 NE0323
 NE0323  NAD 83(2007)-  42 59 27.81212(N)    082 37 45.42606(W) AD(2002.00) 1
 NE0323  ELLIP H (06/10/07)  179.448  (m)                       GP(2002.00) 4 1
 NE0323  NAVD 88             214.22   (m)          702.8    (f) LEVELING    3  
 NE0323  NGVD 29 (??/??/92)  214.337  (m)          703.20   (f) ADJ UNCH    2 0
 NE0323
 NE0323.Superseded values are not recommended for survey control.
 NE0323
 NE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0323.See file dsdata.pdf to determine how the superseded data were derived.
 NE0323
 NE0323_MARKER: DD = SURVEY DISK
 NE0323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0323_STAMPING: 9 L
 NE0323_MARK LOGO: CGS+SS
 NE0323_PROJECTION: PROJECTING 5 CENTIMETERS
 NE0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0323+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 NE0323
 NE0323  HISTORY     - Date     Condition        Report By
 NE0323  HISTORY     - 1934     MONUMENTED       MIGS
 NE0323  HISTORY     - 1934     GOOD             CGS
 NE0323  HISTORY     - 1977     GOOD             NGS
 NE0323  HISTORY     - 19991113 GOOD             USPSQD
 NE0323  HISTORY     - 20061212 GOOD             MIDT
 NE0323  HISTORY     - 20200812 GOOD             MIDT
 NE0323
 NE0323                          STATION DESCRIPTION
 NE0323
 NE0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0323'7.4 MI E FROM EMMETT.
 NE0323'7.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0323'AT EMMETT, ST. CLAIR COUNTY, IN THE SW 1/4 SW 1/4 SEC. 31,
 NE0323'T. 7 N., R. 16 E., AT THE JUNCTION OF ECKLES ROAD, 125 YARDS
 NE0323'NORTHEAST OF THE NORTHEAST CORNER OF THE H.P. CONRAD HOME, 20
 NE0323'YARDS EAST OF THE CENTERLINE OF ECKLES ROAD, 48.6 FEET NORTH
 NE0323'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WIRE
 NE0323'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 9 L AND SET IN THE
 NE0323'TOP OF A CONCRETE POST PROJECTING ABOTU 2 INCHES ABOVE GROUND.
 NE0323
 NE0323                          STATION RECOVERY (1977)
 NE0323
 NE0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0323'7.5 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 NE0323'HIGHWAY 19 IN EMMITT, 75 FEET NORTHEAST OF THE CENTER OF THE
 NE0323'INTERSECTION OF HIGHWAY 21 AND ECKLES ROAD, 49 FEET NORTH OF THE
 NE0323'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER OF DRIVE TO
 NE0323'HOUSE 7446 AND 12 FEET WEST OF A POWER POLE.
 NE0323
 NE0323                          STATION RECOVERY (1999)
 NE0323
 NE0323'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0323'RECOVERED IN GOOD CONDITION.
 NE0323
 NE0323                          STATION RECOVERY (2006)
 NE0323
 NE0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0323'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  MONUMENT IS 3.93
 NE0323'METERS (12.9 FEET) WEST OF A POWER POLE.
 NE0323
 NE0323                          STATION RECOVERY (2020)
 NE0323
 NE0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 NE0323'THE MARK IS 9 INCHES (23 CM) FROM AN ORANGE CARSONITE WITNESS POST.
 NE0323'TREE COVER MAKES POINT UNSUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0095 ***********************************************************************
 NE0095  DESIGNATION -  9 L 1
 NE0095  PID         -  NE0095
 NE0095  STATE/COUNTY-  MI/ST CLAIR
 NE0095  COUNTRY     -  US
 NE0095  USGS QUAD   -  PORT HURON (2017)
 NE0095
 NE0095                         *CURRENT SURVEY CONTROL
 NE0095  ______________________________________________________________________
 NE0095* NAD 83(1986) POSITION- 42 59 27.     (N) 082 26 02.     (W)   SCALED
 NE0095* NAVD 88 ORTHO HEIGHT -   182.031 (meters)      597.21  (feet) ADJUSTED
 NE0095  ______________________________________________________________________
 NE0095  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 NE0095  DYNAMIC HEIGHT  -        181.986 (meters)      597.07  (feet) COMP
 NE0095  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 NE0095
 NE0095  VERT ORDER      -  SECOND    CLASS 0
 NE0095
 NE0095.The horizontal coordinates were scaled from a map and have
 NE0095.an estimated accuracy of +/- 6 seconds.
 NE0095
 NE0095.The orthometric height was determined by differential leveling and
 NE0095.adjusted by the NATIONAL GEODETIC SURVEY
 NE0095.in June 1991.
 NE0095
 NE0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0095.GEOID18 height accuracy estimate available here.
 NE0095
 NE0095.Click photographs - Photos may exist for this station.
 NE0095
 NE0095.The dynamic height is computed by dividing the NAVD 88
 NE0095.geopotential number by the normal gravity value computed on the
 NE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0095.degrees latitude (g = 980.6199 gals.).
 NE0095
 NE0095.The modeled gravity was interpolated from observed gravity values.
 NE0095
 NE0095;                    North         East    Units  Estimated Accuracy
 NE0095;SPC MI S     -   167,410.    4,157,600.      MT  (+/- 180 meters Scaled)
 NE0095
 NE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH831607(NAD 83)
 NE0095
 NE0095                          SUPERSEDED SURVEY CONTROL
 NE0095
 NE0095  NGVD 29 (??/??/92)  182.157  (m)          597.63   (f) ADJ UNCH    2 0
 NE0095
 NE0095.Superseded values are not recommended for survey control.
 NE0095
 NE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0095.See file dsdata.pdf to determine how the superseded data were derived.
 NE0095
 NE0095_MARKER: DD = SURVEY DISK
 NE0095_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0095_STAMPING: 9 L 1
 NE0095_MARK LOGO: CGS+SS
 NE0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0095
 NE0095  HISTORY     - Date     Condition        Report By
 NE0095  HISTORY     - 1934     MONUMENTED       MIGS
 NE0095  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0095  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0095  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0095  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0095  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0095
 NE0095                          STATION DESCRIPTION
 NE0095
 NE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0095'AT PORT HURON.
 NE0095'AT PORT HURON, ST. CLAIR COUNTY, AT THE CROSSING OF THE PERE
 NE0095'MARQUETTE AND GRAND TRUNK WESTERN RAILWAYS AT THE INTERSECTION
 NE0095'OF TENTH AVENUE AND THOMAS STREET, 35 FEET SOUTH OF THE SOUTH
 NE0095'RAIL OF THE PERE MARQUETTE RAILWAY, 25.9 FEET EAST OF THE
 NE0095'CENTERLINE OF TENTH AVENUE, 16.1 FEET NORTHWEST OF THE NORTHWEST
 NE0095'RAIL OF THE GRAND TRUNK RAILWAY, AND 13.3 FEET WEST OF THE
 NE0095'WEST EDGE OF THE CONCRETE SIDEWALK ON THE EAST SIDE OF TENTH
 NE0095'AVENUE.  A STATE SURVEY STANDARD DISK, STAMPED 9 L 1 AND SET
 NE0095'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 NE0095'GROUND.  NOTE-- USGS REPORTED IN SEPTEMBER 1948 THAT THE PERE
 NE0095'MARQUETTE RAILWAY HAS BEEN PURCHASED BY THE CHESAPEAKE AND
 NE0095'OHIO RAILWAY.
 NE0095
 NE0095                          STATION RECOVERY (1977)
 NE0095
 NE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (1988)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (1997)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (2003)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0095'ONE SET OF TRACKS IS NOW GONE, SO MARK MAY HAVE BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0326 ***********************************************************************
 NE0326  DESIGNATION -  9 M
 NE0326  PID         -  NE0326
 NE0326  STATE/COUNTY-  MI/ST CLAIR
 NE0326  COUNTRY     -  US
 NE0326  USGS QUAD   -  GOODELLS (2017)
 NE0326
 NE0326                         *CURRENT SURVEY CONTROL
 NE0326  ______________________________________________________________________
 NE0326* NAD 83(1986) POSITION- 42 59 22.49   (N) 082 39 56.39   (W)   HD_HELD1
 NE0326* NAVD 88 ORTHO HEIGHT -   215.750 (meters)      707.84  (feet) ADJUSTED
 NE0326  ______________________________________________________________________
 NE0326  GEOID HEIGHT    -        -34.774 (meters)                     GEOID18
 NE0326  DYNAMIC HEIGHT  -        215.696 (meters)      707.66  (feet) COMP
 NE0326  MODELED GRAVITY -    980,365.7   (mgal)                       NAVD 88
 NE0326
 NE0326  VERT ORDER      -  SECOND    CLASS 0
 NE0326
 NE0326.The horizontal coordinates were determined by differentially corrected
 NE0326.hand held GPS observations or other comparable positioning techniques
 NE0326.and have an estimated accuracy of +/- 3 meters.
 NE0326
 NE0326.The orthometric height was determined by differential leveling and
 NE0326.adjusted by the NATIONAL GEODETIC SURVEY
 NE0326.in June 1991.
 NE0326
 NE0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0326.GEOID18 height accuracy estimate available here.
 NE0326
 NE0326.Click photographs - Photos may exist for this station.
 NE0326
 NE0326.The dynamic height is computed by dividing the NAVD 88
 NE0326.geopotential number by the normal gravity value computed on the
 NE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0326.degrees latitude (g = 980.6199 gals.).
 NE0326
 NE0326.The modeled gravity was interpolated from observed gravity values.
 NE0326
 NE0326;                    North         East    Units  Estimated Accuracy
 NE0326;SPC MI S     -   166,860.3   4,138,702.7     MT  (+/- 3 meters HH1 GPS) 
 NE0326
 NE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6421061003(NAD 83)
 NE0326
 NE0326                          SUPERSEDED SURVEY CONTROL
 NE0326
 NE0326  NGVD 29 (??/??/92)  215.866  (m)          708.22   (f) ADJ UNCH    2 0
 NE0326
 NE0326.Superseded values are not recommended for survey control.
 NE0326
 NE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0326.See file dsdata.pdf to determine how the superseded data were derived.
 NE0326
 NE0326_MARKER: DD = SURVEY DISK
 NE0326_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0326_STAMPING: 9 M
 NE0326_MARK LOGO: CGS+SS
 NE0326_PROJECTION: FLUSH
 NE0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0326
 NE0326  HISTORY     - Date     Condition        Report By
 NE0326  HISTORY     - 1934     MONUMENTED       MIGS
 NE0326  HISTORY     - 1934     GOOD             CGS
 NE0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0326  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0326  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0326
 NE0326                          STATION DESCRIPTION
 NE0326
 NE0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0326'5.5 MI E FROM EMMETT.
 NE0326'5.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0326'AT EMMETT, ST. CLAIR COUNTY, 0.6 MILE NORTH OF THE GRAND TRUNK
 NE0326'WESTERN RAILWAY STATION AT GOODELLS, IN THE NE 1/4 NE 1/4 SEC.
 NE0326'3, T. 6 N., R. 15 E., IN THE TRIANGULAR GRASS PLOT AT THE
 NE0326'JUNCTION OF THE HIGHWAY AND THE ROAD LEADING SOUTH, 34 YARDS
 NE0326'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PORTION OF THE
 NE0326'2-STORY SERVICE STATION OF L.J. BOWMAN, 29.4 FEET SOUTH OF THE
 NE0326'CENTERLINE OF THE HIGHWAY, AND 9.3 FEET NORTH OF A HIGHWAY
 NE0326'DIRECTION SIGNPOST.  A STATE SURVEY STANDARD DISK, STAMPED 9 M
 NE0326'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 NE0326'GROUND.
 NE0326
 NE0326                          STATION RECOVERY (1977)
 NE0326
 NE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0326'MARK NOT FOUND.
 NE0326
 NE0326                          STATION RECOVERY (1988)
 NE0326
 NE0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0326'MARK NOT FOUND.
 NE0326
 NE0326                          STATION RECOVERY (1999)
 NE0326
 NE0326'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0325 ***********************************************************************
 NE0325  DESIGNATION -  9 N
 NE0325  PID         -  NE0325
 NE0325  STATE/COUNTY-  MI/ST CLAIR
 NE0325  COUNTRY     -  US
 NE0325  USGS QUAD   -  GOODELLS (2017)
 NE0325
 NE0325                         *CURRENT SURVEY CONTROL
 NE0325  ______________________________________________________________________
 NE0325* NAD 83(1986) POSITION- 42 59 21.71   (N) 082 40 36.54   (W)   HD_HELD1
 NE0325* NAVD 88 ORTHO HEIGHT -   218.931 (meters)      718.28  (feet) ADJUSTED
 NE0325  ______________________________________________________________________
 NE0325  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 NE0325  DYNAMIC HEIGHT  -        218.876 (meters)      718.10  (feet) COMP
 NE0325  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 NE0325
 NE0325  VERT ORDER      -  SECOND    CLASS 0
 NE0325
 NE0325.The horizontal coordinates were determined by differentially corrected
 NE0325.hand held GPS observations or other comparable positioning techniques
 NE0325.and have an estimated accuracy of +/- 3 meters.
 NE0325
 NE0325.The orthometric height was determined by differential leveling and
 NE0325.adjusted by the NATIONAL GEODETIC SURVEY
 NE0325.in June 1991.
 NE0325
 NE0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0325.GEOID18 height accuracy estimate available here.
 NE0325
 NE0325.Click photographs - Photos may exist for this station.
 NE0325
 NE0325.The dynamic height is computed by dividing the NAVD 88
 NE0325.geopotential number by the normal gravity value computed on the
 NE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0325.degrees latitude (g = 980.6199 gals.).
 NE0325
 NE0325.The modeled gravity was interpolated from observed gravity values.
 NE0325
 NE0325;                    North         East    Units  Estimated Accuracy
 NE0325;SPC MI S     -   166,818.0   4,137,793.9     MT  (+/- 3 meters HH1 GPS) 
 NE0325
 NE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6330060997(NAD 83)
 NE0325
 NE0325                          SUPERSEDED SURVEY CONTROL
 NE0325
 NE0325  NGVD 29 (??/??/92)  219.046  (m)          718.65   (f) ADJ UNCH    2 0
 NE0325
 NE0325.Superseded values are not recommended for survey control.
 NE0325
 NE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0325.See file dsdata.pdf to determine how the superseded data were derived.
 NE0325
 NE0325_MARKER: DD = SURVEY DISK
 NE0325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0325_STAMPING: 9 N
 NE0325_MARK LOGO: CGS+SS
 NE0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0325
 NE0325  HISTORY     - Date     Condition        Report By
 NE0325  HISTORY     - 1934     MONUMENTED       MIGS
 NE0325  HISTORY     - 1934     GOOD             CGS
 NE0325  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0325  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0325  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0325
 NE0325                          STATION DESCRIPTION
 NE0325
 NE0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0325'5 MI E FROM EMMETT.
 NE0325'5.0 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0325'AT EMMETT, ST. CLAIR COUNTY, IN THE SE 1/4 SEC. 34, T. 7 N.,
 NE0325
 NE0325                          STATION RECOVERY (1977)
 NE0325
 NE0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0325'MARK NOT FOUND.
 NE0325
 NE0325                          STATION RECOVERY (1988)
 NE0325
 NE0325'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0325'MARK NOT FOUND.
 NE0325
 NE0325                          STATION RECOVERY (1999)
 NE0325
 NE0325'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0328 ***********************************************************************
 NE0328  DESIGNATION -  9 O
 NE0328  PID         -  NE0328
 NE0328  STATE/COUNTY-  MI/ST CLAIR
 NE0328  COUNTRY     -  US
 NE0328  USGS QUAD   -  GOODELLS (2017)
 NE0328
 NE0328                         *CURRENT SURVEY CONTROL
 NE0328  ______________________________________________________________________
 NE0328* NAD 83(1986) POSITION- 42 59 46.32   (N) 082 41 29.62   (W)   HD_HELD1
 NE0328* NAVD 88 ORTHO HEIGHT -   221.104 (meters)      725.41  (feet) ADJUSTED
 NE0328  ______________________________________________________________________
 NE0328  GEOID HEIGHT    -        -34.757 (meters)                     GEOID18
 NE0328  DYNAMIC HEIGHT  -        221.048 (meters)      725.22  (feet) COMP
 NE0328  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 NE0328
 NE0328  VERT ORDER      -  SECOND    CLASS 0
 NE0328
 NE0328.The horizontal coordinates were determined by differentially corrected
 NE0328.hand held GPS observations or other comparable positioning techniques
 NE0328.and have an estimated accuracy of +/- 3 meters.
 NE0328
 NE0328.The orthometric height was determined by differential leveling and
 NE0328.adjusted by the NATIONAL GEODETIC SURVEY
 NE0328.in June 1991.
 NE0328
 NE0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0328.GEOID18 height accuracy estimate available here.
 NE0328
 NE0328.Click photographs - Photos may exist for this station.
 NE0328
 NE0328.The dynamic height is computed by dividing the NAVD 88
 NE0328.geopotential number by the normal gravity value computed on the
 NE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0328.degrees latitude (g = 980.6199 gals.).
 NE0328
 NE0328.The modeled gravity was interpolated from observed gravity values.
 NE0328
 NE0328;                    North         East    Units  Estimated Accuracy
 NE0328;SPC MI S     -   167,553.2   4,136,576.7     MT  (+/- 3 meters HH1 GPS) 
 NE0328
 NE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6211361781(NAD 83)
 NE0328
 NE0328                          SUPERSEDED SURVEY CONTROL
 NE0328
 NE0328  NGVD 29 (??/??/92)  221.217  (m)          725.78   (f) ADJ UNCH    2 0
 NE0328
 NE0328.Superseded values are not recommended for survey control.
 NE0328
 NE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0328.See file dsdata.pdf to determine how the superseded data were derived.
 NE0328
 NE0328_MARKER: DD = SURVEY DISK
 NE0328_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0328_STAMPING: 9 O
 NE0328_MARK LOGO: CGS+SS
 NE0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0328
 NE0328  HISTORY     - Date     Condition        Report By
 NE0328  HISTORY     - 1934     MONUMENTED       MIGS
 NE0328  HISTORY     - 1934     GOOD             CGS
 NE0328  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0328  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0328
 NE0328                          STATION DESCRIPTION
 NE0328
 NE0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0328'3.8 MI E FROM EMMETT.
 NE0328'3.75 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0328'AT EMMETT, ST. CLAIR COUNTY, IN THE SE 1/4 NE 1/4 SEC. 33, T.
 NE0328'7 N., R. 15 E., IN THE TRIANGULAR GRASS PLOT AT THE JUNCTION
 NE0328'OF KILGORE ROAD, 100 FEET WEST OF THE CENTERLINE OF KILGORE
 NE0328'ROAD, 17 YARDS SOUTHEAST OF THE NORTHWEST LEG OF THE WYE, 23.1
 NE0328'FEET NORTH OF THE PROLONGATION OF THE CENTERLINE OF THE PAVED
 NE0328'TANGENT TO THE WEST, 102.5 FEET SOUTHWEST OF A 20-INCH OAK TREE,
 NE0328'AND 63.5 FEET NORTHWEST OF A 24-INCH ELM TREE.  A STATE SURVEY
 NE0328'STANDARD DISK, STAMPED 9 0 AND SET IN THE TOP OF A CONCRETE
 NE0328'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 NE0328
 NE0328                          STATION RECOVERY (1988)
 NE0328
 NE0328'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0328'MARK NOT FOUND.
 NE0328
 NE0328                          STATION RECOVERY (1999)
 NE0328
 NE0328'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0327 ***********************************************************************
 NE0327  DESIGNATION -  9 P
 NE0327  PID         -  NE0327
 NE0327  STATE/COUNTY-  MI/ST CLAIR
 NE0327  COUNTRY     -  US
 NE0327  USGS QUAD   -  GOODELLS (2017)
 NE0327
 NE0327                         *CURRENT SURVEY CONTROL
 NE0327  ______________________________________________________________________
 NE0327* NAD 83(1986) POSITION- 42 59 40.56   (N) 082 43 50.57   (W)   HD_HELD1
 NE0327* NAVD 88 ORTHO HEIGHT -   232.747 (meters)      763.60  (feet) ADJUSTED
 NE0327  ______________________________________________________________________
 NE0327  GEOID HEIGHT    -        -34.758 (meters)                     GEOID18
 NE0327  DYNAMIC HEIGHT  -        232.688 (meters)      763.41  (feet) COMP
 NE0327  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 NE0327
 NE0327  VERT ORDER      -  SECOND    CLASS 0
 NE0327
 NE0327.The horizontal coordinates were determined by differentially corrected
 NE0327.hand held GPS observations or other comparable positioning techniques
 NE0327.and have an estimated accuracy of +/- 3 meters.
 NE0327
 NE0327.The orthometric height was determined by differential leveling and
 NE0327.adjusted by the NATIONAL GEODETIC SURVEY
 NE0327.in June 1991.
 NE0327
 NE0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0327.GEOID18 height accuracy estimate available here.
 NE0327
 NE0327.Click photographs - Photos may exist for this station.
 NE0327
 NE0327.The dynamic height is computed by dividing the NAVD 88
 NE0327.geopotential number by the normal gravity value computed on the
 NE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0327.degrees latitude (g = 980.6199 gals.).
 NE0327
 NE0327.The modeled gravity was interpolated from observed gravity values.
 NE0327
 NE0327;                    North         East    Units  Estimated Accuracy
 NE0327;SPC MI S     -   167,312.7   4,133,388.3     MT  (+/- 3 meters HH1 GPS) 
 NE0327
 NE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5891861668(NAD 83)
 NE0327
 NE0327                          SUPERSEDED SURVEY CONTROL
 NE0327
 NE0327  NGVD 29 (??/??/92)  232.855  (m)          763.96   (f) ADJ UNCH    2 0
 NE0327
 NE0327.Superseded values are not recommended for survey control.
 NE0327
 NE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0327.See file dsdata.pdf to determine how the superseded data were derived.
 NE0327
 NE0327_MARKER: DD = SURVEY DISK
 NE0327_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0327_STAMPING: 9 P
 NE0327_MARK LOGO: CGS+SS
 NE0327_PROJECTION: FLUSH
 NE0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0327
 NE0327  HISTORY     - Date     Condition        Report By
 NE0327  HISTORY     - 1934     MONUMENTED       MIGS
 NE0327  HISTORY     - 1934     GOOD             CGS
 NE0327  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0327  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0327  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0327
 NE0327                          STATION DESCRIPTION
 NE0327
 NE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0327'1.8 MI E FROM EMMETT.
 NE0327'1.75 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0327'AT EMMETT, ST. CLAIR COUNTY, IN THE NORTHWEST CORNER OF THE
 NE0327'SW 1/4 SEC. 32, T. 7 N., R. 15 E., NEAR THE NORTHWEST CORNER OF
 NE0327'A CEMETERY, AT THE INTERSECTION OF BRICKER ROAD, 57.6 FEET
 NE0327'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 22.3 FEET SOUTH
 NE0327'OF THE CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF FOUR 8-INCH
 NE0327'LOCUST TREES, AND 27.0 FEET NORTHEAST OF A 12-INCH MAPLE TREE.
 NE0327'A STATE SURVEY STANDARD DISK, STAMPED 9 P AND SET IN THE TOP
 NE0327'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NE0327
 NE0327                          STATION RECOVERY (1977)
 NE0327
 NE0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0327'MARK NOT FOUND.
 NE0327
 NE0327                          STATION RECOVERY (1988)
 NE0327
 NE0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0327'MARK NOT FOUND.
 NE0327
 NE0327                          STATION RECOVERY (1999)
 NE0327
 NE0327'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0120 ***********************************************************************
 OJ0120  DESIGNATION -  9 Q
 OJ0120  PID         -  OJ0120
 OJ0120  STATE/COUNTY-  MI/ST CLAIR
 OJ0120  COUNTRY     -  US
 OJ0120  USGS QUAD   -  AVOCA (2017)
 OJ0120
 OJ0120                         *CURRENT SURVEY CONTROL
 OJ0120  ______________________________________________________________________
 OJ0120* NAD 83(1986) POSITION- 43 00 35.06   (N) 082 43 55.23   (W)   HD_HELD1
 OJ0120* NAVD 88 ORTHO HEIGHT -   231.782 (meters)      760.44  (feet) ADJUSTED
 OJ0120  ______________________________________________________________________
 OJ0120  GEOID HEIGHT    -        -34.730 (meters)                     GEOID18
 OJ0120  DYNAMIC HEIGHT  -        231.724 (meters)      760.25  (feet) COMP
 OJ0120  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 OJ0120
 OJ0120  VERT ORDER      -  SECOND    CLASS 0
 OJ0120
 OJ0120.The horizontal coordinates were determined by differentially corrected
 OJ0120.hand held GPS observations or other comparable positioning techniques
 OJ0120.and have an estimated accuracy of +/- 3 meters.
 OJ0120
 OJ0120.The orthometric height was determined by differential leveling and
 OJ0120.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0120.in June 1991.
 OJ0120
 OJ0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0120.GEOID18 height accuracy estimate available here.
 OJ0120
 OJ0120.Click photographs - Photos may exist for this station.
 OJ0120
 OJ0120.The dynamic height is computed by dividing the NAVD 88
 OJ0120.geopotential number by the normal gravity value computed on the
 OJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0120.degrees latitude (g = 980.6199 gals.).
 OJ0120
 OJ0120.The modeled gravity was interpolated from observed gravity values.
 OJ0120
 OJ0120;                    North         East    Units  Estimated Accuracy
 OJ0120;SPC MI S     -   168,992.0   4,133,250.1     MT  (+/- 3 meters HH1 GPS) 
 OJ0120
 OJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5884763351(NAD 83)
 OJ0120
 OJ0120                          SUPERSEDED SURVEY CONTROL
 OJ0120
 OJ0120  NGVD 29 (??/??/92)  231.893  (m)          760.80   (f) ADJ UNCH    2 0
 OJ0120
 OJ0120.Superseded values are not recommended for survey control.
 OJ0120
 OJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0120.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0120
 OJ0120_MARKER: DD = SURVEY DISK
 OJ0120_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0120_STAMPING: 9 Q
 OJ0120_MARK LOGO: CGS+SS
 OJ0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0120
 OJ0120  HISTORY     - Date     Condition        Report By
 OJ0120  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0120  HISTORY     - 1934     GOOD             CGS
 OJ0120  HISTORY     - 1977     GOOD             NGS
 OJ0120
 OJ0120                          STATION DESCRIPTION
 OJ0120
 OJ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0120'1.8 MI E FROM EMMETT.
 OJ0120'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC
 OJ0120'CHURCH AT EMMETT, ST. CLAIR COUNTY, THENCE 1.1 MILES NORTH
 OJ0120'ALONG BRICKER ROAD, IN THE SE 1/4 NE 1/4 SEC. 30, T. 7 N.,
 OJ0120'R. 15 E., IN THE SOUTHEAST CORNER OF A SCHOOLYARD, 24 YARDS
 OJ0120'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 86 FEET
 OJ0120'SOUTH OF A 21-INCH ELM TREE, 11 YARDS WEST OF THE CENTERLINE OF
 OJ0120'THE ROAD, 10 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 OJ0120'NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0120'9 Q AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OJ0120'ABOVE GROUND.
 OJ0120
 OJ0120                          STATION RECOVERY (1977)
 OJ0120
 OJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0120'1.8 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0120'HIGHWAY 19, THEN NORTH ON BRICKER ROAD, 72 FEET SOUTHEAST OF THE
 OJ0120'SOUTHEAST CORNER OF A HOUSE (FORMERLY A SCHOOL), 39 FEET WEST OF THE
 OJ0120'CENTER OF THE ROAD, 10 FEET WEST OF A POWER POLE AND 2 FEET NORTH OF
 OJ0120'A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0121 ***********************************************************************
 OJ0121  DESIGNATION -  9 R
 OJ0121  PID         -  OJ0121
 OJ0121  STATE/COUNTY-  MI/ST CLAIR
 OJ0121  COUNTRY     -  US
 OJ0121  USGS QUAD   -  AVOCA (2017)
 OJ0121
 OJ0121                         *CURRENT SURVEY CONTROL
 OJ0121  ______________________________________________________________________
 OJ0121* NAD 83(1994) POSITION- 43 01 49.98299(N) 082 43 58.86518(W)   ADJUSTED
 OJ0121* NAVD 88 ORTHO HEIGHT -   231.168 (meters)      758.42  (feet) ADJUSTED
 OJ0121  ______________________________________________________________________
 OJ0121  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0121  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OJ0121  DYNAMIC HEIGHT  -        231.112 (meters)      758.24  (feet) COMP
 OJ0121  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 OJ0121
 OJ0121  HORZ ORDER      -  SECOND
 OJ0121  VERT ORDER      -  SECOND    CLASS 0
 OJ0121
 OJ0121.The horizontal coordinates were established by classical geodetic methods
 OJ0121.and adjusted by the National Geodetic Survey in February 1997.
 OJ0121
 OJ0121.The orthometric height was determined by differential leveling and
 OJ0121.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0121.in June 1991.
 OJ0121
 OJ0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0121.GEOID18 height accuracy estimate available here.
 OJ0121
 OJ0121.Click photographs - Photos may exist for this station.
 OJ0121
 OJ0121.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0121
 OJ0121.The dynamic height is computed by dividing the NAVD 88
 OJ0121.geopotential number by the normal gravity value computed on the
 OJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0121.degrees latitude (g = 980.6199 gals.).
 OJ0121
 OJ0121.The modeled gravity was interpolated from observed gravity values.
 OJ0121
 OJ0121. The following values were computed from the NAD 83(1994) position.
 OJ0121
 OJ0121;                    North         East     Units Scale Factor Converg.
 OJ0121;SPC MI S     -   171,301.810 4,133,122.944   MT  0.99991010   +1 06 42.3
 OJ0121;SPC MI S     -   562,013.81 13,560,114.65   iFT  0.99991010   +1 06 42.3
 OJ0121;UTM  17      - 4,765,664.711   358,813.038   MT  0.99984523   -1 10 58.0
 OJ0121
 OJ0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0121!SPC MI S     -   0.99996919  x   0.99991010  =   0.99987929
 OJ0121!UTM  17      -   0.99996919  x   0.99984523  =   0.99981442
 OJ0121
 OJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5881365664(NAD 83)
 OJ0121
 OJ0121                          SUPERSEDED SURVEY CONTROL
 OJ0121
 OJ0121  NAD 83(1986)-  43 01 49.97252(N)    082 43 58.89646(W) AD(       ) 2
 OJ0121  NAD 27      -  43 01 49.87412(N)    082 43 59.16234(W) AD(       ) 2
 OJ0121  NGVD 29 (??/??/92)  231.282  (m)          758.80   (f) ADJ UNCH    2 0
 OJ0121  NGVD 29             231.28   (m)          758.8    (f) LEVELING    3  
 OJ0121
 OJ0121.Superseded values are not recommended for survey control.
 OJ0121
 OJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0121.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0121
 OJ0121_MARKER: DD = SURVEY DISK
 OJ0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0121_STAMPING: 9 R
 OJ0121_MARK LOGO: CGS+SS
 OJ0121_PROJECTION: FLUSH
 OJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0121+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 OJ0121
 OJ0121  HISTORY     - Date     Condition        Report By
 OJ0121  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0121  HISTORY     - 1934     GOOD             CGS
 OJ0121  HISTORY     - 1977     GOOD             NGS
 OJ0121  HISTORY     - 20060409 GOOD             USPSQD
 OJ0121  HISTORY     - 20200805 GOOD             MIDT
 OJ0121
 OJ0121                          STATION DESCRIPTION
 OJ0121
 OJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0121'1.8 MI E FROM EMMETT.
 OJ0121'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 OJ0121'AT EMMETT, ST. CLAIR COUNTY, THENCE 2.5 MILES NORTH ALONG BRICKER
 OJ0121'ROAD, AT THE NORTHWEST CORNER OF SEC. 20, T. 7 N., R. 15 E.,
 OJ0121'IN THE TRIANGULAR GRASS PLOT AT THE INTERSECTION OF AN EAST
 OJ0121'AND WEST ROAD, 38.4 FEET EAST OF THE CENTERLINE OF BRICKER
 OJ0121'ROAD, 25.8 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 OJ0121'LEG OF THE WYE, 127 FEET SOUTH OF A 30-INCH ELM TREE 63 FEET
 OJ0121'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 56 FEET NORTHWEST OF A
 OJ0121'15-INCH APPLE TREE.  A STATE SURVEY STANDARD DISK, STAMPED 9 R
 OJ0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OJ0121'GROUND.
 OJ0121
 OJ0121                          STATION RECOVERY (1977)
 OJ0121
 OJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0121'1.8 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0121'HIGHWAY 19 IN EMMETT, THEN 2.5 MILES NORTH ON BRICKER RAOD IN THE
 OJ0121'SOUTH END OF THE TRIANGLE FORMED BY THE JUNCTION OF IMLAY CITY ROAD,
 OJ0121'40 FEET EAST OF THE CENTER OF BRICKER ROAD, 31 FEET NORTH WEST OF THE
 OJ0121'CENTERLINE OF THE SOUTH EAST LEG OF THE TRIANGLE. IT IUS 83 FT. SOUTH
 OJ0121'OF THE CENTER OF IMLAY CITY ROAD.
 OJ0121
 OJ0121                          STATION RECOVERY (2006)
 OJ0121
 OJ0121'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0121'WITNESS POST IS IN PLACE.  SIGN IS BENT BUT READABLE.
 OJ0121
 OJ0121                          STATION RECOVERY (2020)
 OJ0121
 OJ0121'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 OJ0121'107 FT (32.6 M) SOUTH OF THE CENTERLINE OF IMLAY CITY ROAD AND 83 FT
 OJ0121'(25.3 M) SOUTHWEST OF UTILITY POLE.  SOUTHEAST LEG OF ROAD TRIANGLE
 OJ0121'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0122 ***********************************************************************
 OJ0122  DESIGNATION -  9 S
 OJ0122  PID         -  OJ0122
 OJ0122  STATE/COUNTY-  MI/ST CLAIR
 OJ0122  COUNTRY     -  US
 OJ0122  USGS QUAD   -  AVOCA (2017)
 OJ0122
 OJ0122                         *CURRENT SURVEY CONTROL
 OJ0122  ______________________________________________________________________
 OJ0122* NAD 83(1986) POSITION- 43 02 42.     (N) 082 44 02.     (W)   SCALED
 OJ0122* NAVD 88 ORTHO HEIGHT -   233.584 (meters)      766.35  (feet) ADJUSTED
 OJ0122  ______________________________________________________________________
 OJ0122  GEOID HEIGHT    -        -34.672 (meters)                     GEOID18
 OJ0122  DYNAMIC HEIGHT  -        233.528 (meters)      766.17  (feet) COMP
 OJ0122  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 OJ0122
 OJ0122  VERT ORDER      -  SECOND    CLASS 0
 OJ0122
 OJ0122.The horizontal coordinates were scaled from a map and have
 OJ0122.an estimated accuracy of +/- 6 seconds.
 OJ0122
 OJ0122.The orthometric height was determined by differential leveling and
 OJ0122.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0122.in June 1991.
 OJ0122
 OJ0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0122.GEOID18 height accuracy estimate available here.
 OJ0122
 OJ0122.Click photographs - Photos may exist for this station.
 OJ0122
 OJ0122.The dynamic height is computed by dividing the NAVD 88
 OJ0122.geopotential number by the normal gravity value computed on the
 OJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0122.degrees latitude (g = 980.6199 gals.).
 OJ0122
 OJ0122.The modeled gravity was interpolated from observed gravity values.
 OJ0122
 OJ0122;                    North         East    Units  Estimated Accuracy
 OJ0122;SPC MI S     -   172,910.    4,133,020.      MT  (+/- 180 meters Scaled)
 OJ0122
 OJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH587672(NAD 83)
 OJ0122
 OJ0122                          SUPERSEDED SURVEY CONTROL
 OJ0122
 OJ0122  NGVD 29 (??/??/92)  233.700  (m)          766.73   (f) ADJ UNCH    2 0
 OJ0122
 OJ0122.Superseded values are not recommended for survey control.
 OJ0122
 OJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0122.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0122
 OJ0122_MARKER: DD = SURVEY DISK
 OJ0122_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0122_STAMPING: 9 S
 OJ0122_MARK LOGO: CGS+SS
 OJ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0122
 OJ0122  HISTORY     - Date     Condition        Report By
 OJ0122  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0122  HISTORY     - 1934     GOOD             CGS
 OJ0122  HISTORY     - 1977     GOOD             NGS
 OJ0122  HISTORY     - 20060301 GOOD             WADTRI
 OJ0122
 OJ0122                          STATION DESCRIPTION
 OJ0122
 OJ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0122'1.8 MI E FROM EMMETT.
 OJ0122'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 OJ0122'AT EMMETT, ST. CLAIR COUNTY, THENCE 3.5 MILES NORTH ALONG BRICKER
 OJ0122'ROAD, AT THE NORTHWEST CORNER OF SEC. 17, T. 7 N., R. 15 E.,
 OJ0122'47 YARDS SOUTH OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL
 OJ0122'ROAD, 31 YARDS EAST OF THE SOUTHEAST CORNER OF THE WILLIAM
 OJ0122'CAMERON FARMHOUSE, 27.1 FEET EAST OF THE CENTERLINE OF BRICKER
 OJ0122'ROAD, 16 FEET SOUTH OF A 20-INCH LOCUST TREE, 13 FEET NORTH
 OJ0122'OF A 9-INCH BASSWOOD TREE, AND 2.5 FEET WEST OF A WIRE
 OJ0122'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0122'9 S AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OJ0122'ABOVE GROUND.
 OJ0122
 OJ0122                          STATION RECOVERY (1977)
 OJ0122
 OJ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0122'1.8 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0122'HIGHWAY 19, THEN 3.5 MILES NORTH ALONG BRICKER ROAD, 140 FEET SOUTH
 OJ0122'OF FOLEY ROAD, 29 FEET EAST OF THE CENTER OF THE ROAD, 2.5 FEET WEST
 OJ0122'OF A FENCE AND 2 FEET SOUTH OF AN EXTENDED LINE OF THE SOUTH FACE OF
 OJ0122'THE HOUSE ACROSS THE ROAD.
 OJ0122
 OJ0122                          STATION RECOVERY (2006)
 OJ0122
 OJ0122'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2006 (MJD)
 OJ0122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0123 ***********************************************************************
 OJ0123  DESIGNATION -  9 T
 OJ0123  PID         -  OJ0123
 OJ0123  STATE/COUNTY-  MI/ST CLAIR
 OJ0123  COUNTRY     -  US
 OJ0123  USGS QUAD   -  AVOCA (2017)
 OJ0123
 OJ0123                         *CURRENT SURVEY CONTROL
 OJ0123  ______________________________________________________________________
 OJ0123* NAD 83(2011) POSITION- 43 03 35.45152(N) 082 43 51.42962(W)   ADJUSTED
 OJ0123* NAD 83(2011) ELLIP HT-   197.431 (meters)        (06/27/12)   ADJUSTED
 OJ0123* NAD 83(2011) EPOCH   -  2010.00
 OJ0123* NAVD 88 ORTHO HEIGHT -   232.064 (meters)      761.36  (feet) ADJUSTED
 OJ0123  ______________________________________________________________________
 OJ0123  GEOID HEIGHT    -        -34.651 (meters)                     GEOID18
 OJ0123  NAD 83(2011) X  -    590,580.580 (meters)                     COMP
 OJ0123  NAD 83(2011) Y  - -4,630,047.180 (meters)                     COMP
 OJ0123  NAD 83(2011) Z  -  4,332,496.720 (meters)                     COMP
 OJ0123  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 OJ0123  DYNAMIC HEIGHT  -        232.009 (meters)      761.18  (feet) COMP
 OJ0123  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 OJ0123
 OJ0123  VERT ORDER      -  SECOND    CLASS I
 OJ0123
 OJ0123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0123  Standards:
 OJ0123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0123  -------------------------------------------------------------------
 OJ0123  NETWORK    0.22   0.39           0.10   0.08   0.20     -0.03771083
 OJ0123  -------------------------------------------------------------------
 OJ0123  Click here for local accuracies and other accuracy information.
 OJ0123
 OJ0123.The horizontal coordinates were established by GPS observations
 OJ0123.and adjusted by the National Geodetic Survey in June 2012.
 OJ0123
 OJ0123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0123.been affixed to the stable North American tectonic plate. See 
 OJ0123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0123
 OJ0123.The horizontal coordinates are valid at the epoch date displayed above
 OJ0123.which is a decimal equivalence of Year/Month/Day.
 OJ0123
 OJ0123.The orthometric height was determined by differential leveling and
 OJ0123.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0123.in June 1991.
 OJ0123
 OJ0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0123.GEOID18 height accuracy estimate available here.
 OJ0123
 OJ0123.Click photographs - Photos may exist for this station.
 OJ0123
 OJ0123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0123
 OJ0123.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0123
 OJ0123.The ellipsoidal height was determined by GPS observations
 OJ0123.and is referenced to NAD 83.
 OJ0123
 OJ0123.The dynamic height is computed by dividing the NAVD 88
 OJ0123.geopotential number by the normal gravity value computed on the
 OJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0123.degrees latitude (g = 980.6199 gals.).
 OJ0123
 OJ0123.The modeled gravity was interpolated from observed gravity values.
 OJ0123
 OJ0123. The following values were computed from the NAD 83(2011) position.
 OJ0123
 OJ0123;                    North         East     Units Scale Factor Converg.
 OJ0123;SPC MI S     -   174,558.862 4,133,228.008   MT  0.99991152   +1 06 47.3
 OJ0123;SPC MI S     -   572,699.68 13,560,459.34   iFT  0.99991152   +1 06 47.3
 OJ0123;UTM  17      - 4,768,914.730   359,048.421   MT  0.99984441   -1 10 55.3
 OJ0123
 OJ0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0123!SPC MI S     -   0.99996904  x   0.99991152  =   0.99988056
 OJ0123!UTM  17      -   0.99996904  x   0.99984441  =   0.99981345
 OJ0123
 OJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5904868914(NAD 83)
 OJ0123
 OJ0123                          SUPERSEDED SURVEY CONTROL
 OJ0123
 OJ0123  NAD 83(2007)-  43 03 35.45153(N)    082 43 51.43045(W) AD(2002.00) 1
 OJ0123  ELLIP H (06/10/07)  197.452  (m)                       GP(2002.00) 4 1
 OJ0123  NAVD 88             232.06   (m)          761.4    (f) LEVELING    3  
 OJ0123  NGVD 29 (??/??/92)  232.182  (m)          761.75   (f) ADJ UNCH    2 0
 OJ0123
 OJ0123.Superseded values are not recommended for survey control.
 OJ0123
 OJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0123.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0123
 OJ0123_MARKER: DD = SURVEY DISK
 OJ0123_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0123_STAMPING: 9 T
 OJ0123_MARK LOGO: CGS+SS
 OJ0123_PROJECTION: RECESSED
 OJ0123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0123+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0123
 OJ0123  HISTORY     - Date     Condition        Report By
 OJ0123  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0123  HISTORY     - 1934     GOOD             CGS
 OJ0123  HISTORY     - 1977     GOOD             NGS
 OJ0123  HISTORY     - 20060301 GOOD             WADTRI
 OJ0123  HISTORY     - 20061212 GOOD             MIDT
 OJ0123
 OJ0123                          STATION DESCRIPTION
 OJ0123
 OJ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0123'2.1 MI W FROM AVOCA.
 OJ0123'2.1 MILES WEST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0123'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NW 1/4
 OJ0123'NW 1/4 SEC. 8, T. 7 N., R. 15 E., 100 YARDS NORTHEAST OF THE
 OJ0123'CENTER OF THE INTERSECTION OF BEARD ROAD, 30.8 FEET NORTHWEST
 OJ0123'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 OJ0123'SECTION-LINE FENCE, 56 FEET NORTHEAST OF A 20-INCH APPLE TREE,
 OJ0123'AND 27 FEET SOUTHWEST OF A 16-INCH APPLE TREE. A STATE SURVEY
 OJ0123'STANDARD DISK, STAMPED 9 T AND SET IN THE TOP OF A CONCRETE
 OJ0123'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OJ0123
 OJ0123                          STATION RECOVERY (1977)
 OJ0123
 OJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0123'2.2 MILES WEST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0123'300 FEET NORTH EAST OF THE INTERSECTION OF HIGHWAY 136 AND BEARD
 OJ0123'ROAD, 31.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 76 FEET NORTH OF
 OJ0123'A M 136 EAST SIGN, AND 26 FEET SOUTH WEST OF A TELEPHONE CABLE
 OJ0123'JUNCTION BOX.
 OJ0123
 OJ0123                          STATION RECOVERY (2006)
 OJ0123
 OJ0123'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2006 (MJD)
 OJ0123'RECOVERED IN GOOD CONDITION.
 OJ0123
 OJ0123                          STATION RECOVERY (2006)
 OJ0123
 OJ0123'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0123'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. THE STATION
 OJ0123'IS 58.16 METERS  (190.8 FEET) SOUTHWEST OF A POWER POLE, AND 26.09
 OJ0123'METERS (85.6 FEET) NORTHEAST OF AN EAST STATE HIGHWAY M-136 SIGN, AND
 OJ0123'0.30 METERS (1.0 FEET) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0124 ***********************************************************************
 OJ0124  DESIGNATION -  9 U
 OJ0124  PID         -  OJ0124
 OJ0124  STATE/COUNTY-  MI/ST CLAIR
 OJ0124  COUNTRY     -  US
 OJ0124  USGS QUAD   -  AVOCA (2017)
 OJ0124
 OJ0124                         *CURRENT SURVEY CONTROL
 OJ0124  ______________________________________________________________________
 OJ0124* NAD 83(1986) POSITION- 43 03 42.     (N) 082 41 46.     (W)   SCALED
 OJ0124* NAVD 88 ORTHO HEIGHT -   232.954 (meters)      764.28  (feet) ADJUSTED
 OJ0124  ______________________________________________________________________
 OJ0124  GEOID HEIGHT    -        -34.651 (meters)                     GEOID18
 OJ0124  DYNAMIC HEIGHT  -        232.899 (meters)      764.10  (feet) COMP
 OJ0124  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 OJ0124
 OJ0124  VERT ORDER      -  SECOND    CLASS 0
 OJ0124
 OJ0124.The horizontal coordinates were scaled from a map and have
 OJ0124.an estimated accuracy of +/- 6 seconds.
 OJ0124
 OJ0124.The orthometric height was determined by differential leveling and
 OJ0124.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0124.in June 1991.
 OJ0124
 OJ0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0124.GEOID18 height accuracy estimate available here.
 OJ0124
 OJ0124.Click photographs - Photos may exist for this station.
 OJ0124
 OJ0124.The dynamic height is computed by dividing the NAVD 88
 OJ0124.geopotential number by the normal gravity value computed on the
 OJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0124.degrees latitude (g = 980.6199 gals.).
 OJ0124
 OJ0124.The modeled gravity was interpolated from observed gravity values.
 OJ0124
 OJ0124;                    North         East    Units  Estimated Accuracy
 OJ0124;SPC MI S     -   174,820.    4,136,060.      MT  (+/- 180 meters Scaled)
 OJ0124
 OJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH618690(NAD 83)
 OJ0124
 OJ0124                          SUPERSEDED SURVEY CONTROL
 OJ0124
 OJ0124  NGVD 29 (??/??/92)  233.075  (m)          764.68   (f) ADJ UNCH    2 0
 OJ0124
 OJ0124.Superseded values are not recommended for survey control.
 OJ0124
 OJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0124.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0124
 OJ0124_MARKER: DD = SURVEY DISK
 OJ0124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0124_STAMPING: 9 U
 OJ0124_MARK LOGO: CGS+SS
 OJ0124_PROJECTION: FLUSH
 OJ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0124
 OJ0124  HISTORY     - Date     Condition        Report By
 OJ0124  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0124  HISTORY     - 1934     GOOD             CGS
 OJ0124  HISTORY     - 1977     POOR             NGS
 OJ0124
 OJ0124                          STATION DESCRIPTION
 OJ0124
 OJ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0124'0.3 MI W FROM AVOCA.
 OJ0124'0.3 MILE WEST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0124'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE NORTHEAST
 OJ0124'CORNER OF SEC. 9, T. 7 N., R. 15 E., IN THE NORTHWEST CORNER
 OJ0124'OF A TRIANGULAR GRASS PLOT AT THE INTERSECTION OF KILGORE ROAD,
 OJ0124'172 FEET WEST OF THE NORTHWEST CORNER OF A SERVICE STATION, 26
 OJ0124'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET SOUTH
 OJ0124'OF A 12-INCH TWIN APPLE TREE, 34 FEET EAST OF THE CENTERLINE OF
 OJ0124'KILGORE ROAD, AND 14 FEET NORTHEAST OF A STOP SIGN.  A STATE
 OJ0124'SURVEY STANDARD DISK, STAMPED 9 U AND SET IN THE TOP OF A
 OJ0124'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0124
 OJ0124                          STATION RECOVERY (1977)
 OJ0124
 OJ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0124'THE POST WAS RECOVERED IN THE NORTHWEST CORNER OF A GRASSY TRIANGLE
 OJ0124'FORMED BY THE INTERSECTION OF STATE HIGHWAY 136 AND KILGORE ROAD, 17
 OJ0124'FEET NORTHEAST OF A STOP SIGN AND 13 FEET EAST SOUTHEAST OF A M 136
 OJ0124'EAST SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0125 ***********************************************************************
 OJ0125  DESIGNATION -  9 V
 OJ0125  PID         -  OJ0125
 OJ0125  STATE/COUNTY-  MI/ST CLAIR
 OJ0125  COUNTRY     -  US
 OJ0125  USGS QUAD   -  AVOCA (2017)
 OJ0125
 OJ0125                         *CURRENT SURVEY CONTROL
 OJ0125  ______________________________________________________________________
 OJ0125* NAD 83(1986) POSITION- 43 03 43.     (N) 082 41 25.     (W)   SCALED
 OJ0125* NAVD 88 ORTHO HEIGHT -   232.660 (meters)      763.32  (feet) ADJUSTED
 OJ0125  ______________________________________________________________________
 OJ0125  GEOID HEIGHT    -        -34.652 (meters)                     GEOID18
 OJ0125  DYNAMIC HEIGHT  -        232.605 (meters)      763.14  (feet) COMP
 OJ0125  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 OJ0125
 OJ0125  VERT ORDER      -  SECOND    CLASS 0
 OJ0125
 OJ0125.The horizontal coordinates were scaled from a map and have
 OJ0125.an estimated accuracy of +/- 6 seconds.
 OJ0125
 OJ0125.The orthometric height was determined by differential leveling and
 OJ0125.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0125.in June 1991.
 OJ0125
 OJ0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0125.GEOID18 height accuracy estimate available here.
 OJ0125
 OJ0125.Click photographs - Photos may exist for this station.
 OJ0125
 OJ0125.The dynamic height is computed by dividing the NAVD 88
 OJ0125.geopotential number by the normal gravity value computed on the
 OJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0125.degrees latitude (g = 980.6199 gals.).
 OJ0125
 OJ0125.The modeled gravity was interpolated from observed gravity values.
 OJ0125
 OJ0125;                    North         East    Units  Estimated Accuracy
 OJ0125;SPC MI S     -   174,860.    4,136,540.      MT  (+/- 180 meters Scaled)
 OJ0125
 OJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH623690(NAD 83)
 OJ0125
 OJ0125                          SUPERSEDED SURVEY CONTROL
 OJ0125
 OJ0125  NGVD 29 (??/??/92)  232.780  (m)          763.71   (f) ADJ UNCH    2 0
 OJ0125
 OJ0125.Superseded values are not recommended for survey control.
 OJ0125
 OJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0125.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0125
 OJ0125_MARKER: DD = SURVEY DISK
 OJ0125_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0125_STAMPING: 9 V
 OJ0125_MARK LOGO: CGS+SS
 OJ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0125
 OJ0125  HISTORY     - Date     Condition        Report By
 OJ0125  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0125  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0125  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0125
 OJ0125                          STATION DESCRIPTION
 OJ0125
 OJ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0125'AT AVOCA.
 OJ0125'AT AVOCA, ST. CLAIR COUNTY, 56 YARDS NORTHWEST OF THE NORTHWEST
 OJ0125'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 76 FEET
 OJ0125'SOUTHEAST OF THE SOUTHEAST CORNER OF THE KERR AND COLLINS
 OJ0125'ELEVATOR, AT THE CROSSING OF STATE HIGHWAY 136, 20 FEET NORTH
 OJ0125'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHWEST OF THE
 OJ0125'SOUTHWEST RAIL, AND 9 FEET SOUTH OF A POLE.  A STATE SURVEY
 OJ0125'STANDARD DISK, STAMPED 9 V AND SET IN THE TOP OF A CONCRETE
 OJ0125'POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0125
 OJ0125                          STATION RECOVERY (1977)
 OJ0125
 OJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0126 ***********************************************************************
 OJ0126  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0126  DESIGNATION -  9 W
 OJ0126  PID         -  OJ0126
 OJ0126  STATE/COUNTY-  MI/ST CLAIR
 OJ0126  COUNTRY     -  US
 OJ0126  USGS QUAD   -  AVOCA (2017)
 OJ0126
 OJ0126                         *CURRENT SURVEY CONTROL
 OJ0126  ______________________________________________________________________
 OJ0126* NAD 83(2011) POSITION- 43 03 46.15025(N) 082 39 21.00541(W)   ADJUSTED
 OJ0126* NAD 83(2011) ELLIP HT-   192.212 (meters)        (06/27/12)   ADJUSTED
 OJ0126* NAD 83(2011) EPOCH   -  2010.00
 OJ0126* NAVD 88 ORTHO HEIGHT -   226.865 (meters)      744.31  (feet) ADJUSTED
 OJ0126  ______________________________________________________________________
 OJ0126  GEOID HEIGHT    -        -34.665 (meters)                     GEOID18
 OJ0126  NAD 83(2011) X  -    596,621.006 (meters)                     COMP
 OJ0126  NAD 83(2011) Y  - -4,629,041.554 (meters)                     COMP
 OJ0126  NAD 83(2011) Z  -  4,332,734.384 (meters)                     COMP
 OJ0126  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 OJ0126  DYNAMIC HEIGHT  -        226.812 (meters)      744.13  (feet) COMP
 OJ0126  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 OJ0126  OBS GRAVITY     -    980,378.2   (mgal)                       GRAV_OBS
 OJ0126
 OJ0126  VERT ORDER      -  SECOND    CLASS I
 OJ0126
 OJ0126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0126  Standards:
 OJ0126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0126  -------------------------------------------------------------------
 OJ0126  NETWORK    0.22   0.39           0.10   0.08   0.20     -0.02610229
 OJ0126  -------------------------------------------------------------------
 OJ0126  Click here for local accuracies and other accuracy information.
 OJ0126
 OJ0126.The horizontal coordinates were established by GPS observations
 OJ0126.and adjusted by the National Geodetic Survey in June 2012.
 OJ0126
 OJ0126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0126.been affixed to the stable North American tectonic plate. See 
 OJ0126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0126
 OJ0126.The horizontal coordinates are valid at the epoch date displayed above
 OJ0126.which is a decimal equivalence of Year/Month/Day.
 OJ0126
 OJ0126.The orthometric height was determined by differential leveling and
 OJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0126.in July 2007.
 OJ0126
 OJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0126.GEOID18 height accuracy estimate available here.
 OJ0126
 OJ0126.Click photographs - Photos may exist for this station.
 OJ0126
 OJ0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0126
 OJ0126.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0126
 OJ0126.The ellipsoidal height was determined by GPS observations
 OJ0126.and is referenced to NAD 83.
 OJ0126
 OJ0126.The dynamic height is computed by dividing the NAVD 88
 OJ0126.geopotential number by the normal gravity value computed on the
 OJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0126.degrees latitude (g = 980.6199 gals.).
 OJ0126
 OJ0126.The modeled gravity was interpolated from observed gravity values.
 OJ0126
 OJ0126.The observed gravity was obtained from relative gravimeter ties
 OJ0126.to the IGSN71 gravity network.
 OJ0126
 OJ0126. The following values were computed from the NAD 83(2011) position.
 OJ0126
 OJ0126;                    North         East     Units Scale Factor Converg.
 OJ0126;SPC MI S     -   175,010.518 4,139,338.783   MT  0.99991168   +1 09 51.4
 OJ0126;SPC MI S     -   574,181.49 13,580,507.82   iFT  0.99991168   +1 09 51.4
 OJ0126;UTM  17      - 4,769,121.292   365,171.906   MT  0.99982363   -1 07 50.8
 OJ0126
 OJ0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0126!SPC MI S     -   0.99996986  x   0.99991168  =   0.99988154
 OJ0126!UTM  17      -   0.99996986  x   0.99982363  =   0.99979349
 OJ0126
 OJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6517169121(NAD 83)
 OJ0126
 OJ0126                          SUPERSEDED SURVEY CONTROL
 OJ0126
 OJ0126  NAD 83(2007)-  43 03 46.15024(N)    082 39 21.00625(W) AD(2002.00) 1
 OJ0126  NAD 83(2007)-  43 03 46.14994(N)    082 39 21.00778(W) AD(2002.00) 0
 OJ0126  ELLIP H (02/10/07)  192.232  (m)                       GP(2002.00)    
 OJ0126  ELLIP H (07/12/02)  192.256  (m)                       GP(       ) 4 2
 OJ0126  NAD 83(1994)-  43 03 46.15038(N)    082 39 21.00648(W) AD(       ) B
 OJ0126  ELLIP H (09/20/95)  192.246  (m)                       GP(       ) 1 2
 OJ0126  NAVD 88             226.87   (m)          744.3    (f) LEVELING    3  
 OJ0126  NAVD 88             226.90   (m)          744.4    (f) LEVELING    3  
 OJ0126  NAVD 88 (06/15/91)  226.896  (m)          744.41   (f) SUPERSEDED  2 0
 OJ0126  NGVD 29 (??/??/92)  226.990  (m)          744.72   (f) ADJ UNCH    2 0
 OJ0126
 OJ0126.Superseded values are not recommended for survey control.
 OJ0126
 OJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0126.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0126
 OJ0126_MARKER: DD = SURVEY DISK
 OJ0126_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0126_STAMPING: 9 W
 OJ0126_MARK LOGO: CGS+SS
 OJ0126_PROJECTION: FLUSH
 OJ0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0126+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 OJ0126
 OJ0126  HISTORY     - Date     Condition        Report By
 OJ0126  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0126  HISTORY     - 1934     GOOD             CGS
 OJ0126  HISTORY     - 1977     GOOD             NGS
 OJ0126  HISTORY     - 19940328 GOOD             MIDT
 OJ0126  HISTORY     - 19940520 GOOD             NGS
 OJ0126  HISTORY     - 20011001 GOOD             MI-147
 OJ0126  HISTORY     - 20021017 GOOD             ADVGEO
 OJ0126  HISTORY     - 20030930 GOOD             ROWEIN
 OJ0126  HISTORY     - 20040209 GOOD             BMJ
 OJ0126  HISTORY     - 20060413 GOOD             MIDT
 OJ0126
 OJ0126                          STATION DESCRIPTION
 OJ0126
 OJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0126'1.8 MI E FROM AVOCA.
 OJ0126'1.8 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0126'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE NORTHWEST
 OJ0126'CORNER OF SEC. 12, T. 7 N., R. 15 E., 75 FEET NORTHWEST OF THE
 OJ0126'NORTHWEST CORNER OF THE RED BRICK SCHOOLHOUSE OF DISTRICT NO.
 OJ0126'1, AT THE INTERSECTION OF FARGO ROAD, 40 FEET EAST OF THE
 OJ0126'CENTERLINE OF FARGO ROAD, 23 FEET SOUTH OF THE CENTERLINE OF THE
 OJ0126'HIGHWAY, 9 FEET NORTH OF A 24-INCH ELM TREE, 14 FEET EAST OF A
 OJ0126'FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  A STATE SURVEY
 OJ0126'STANDARD DISK, STAMPED 9 W AND SET IN THE TOP OF A CONCRETE POST
 OJ0126'FLUSH WITH THE GROUND.
 OJ0126
 OJ0126                          STATION RECOVERY (1977)
 OJ0126
 OJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0126'1.7 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0126'40 FEET EAST OF THE INTERSECTION OF FARGO ROAD, 24 FEET SOUTH OF THE
 OJ0126'INTERSECTION OF THE HIGHWAY, THE SCHOOL HOUSE IS NOW GONE.
 OJ0126
 OJ0126                          STATION RECOVERY (1994)
 OJ0126
 OJ0126'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (MDH)
 OJ0126'STATION IS LOCATED IN QUAD 430823 ON THE AVOCA QUADRANGLE MAP.  IT IS
 OJ0126'IN THE NORTHWEST 1/4 OF SECTION 13, T-7-N, R-15-E, KENOCKEE TOWNSHIP.
 OJ0126'ABOUT 14.0 MI (22.5 KM) EAST OF CAPAC, 11.0 MI (17.7 KM) NORTHWEST OF
 OJ0126'PORT HURON, 7.0 MI (11.3 KM) SOUTHEAST OF YALE, AND ON STATE HIGHWAY
 OJ0126'M-136 RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF INTERSTATE
 OJ0126'HIGHWAY 69 AND WALES CENTER ROAD (EXIT 189) , GO 1.3 MI (2.1 KM) NORTH
 OJ0126'ALONG WALES CENTER ROAD TO LAPEER ROAD.  TURN LEFT AND GO 0.5 MI (0.8
 OJ0126'KM) ALONG LAPEER ROAD TO KILGORE ROAD.  TURN RIGHT AND GO 4.8 MI (7.7
 OJ0126'KM) NORTH ALONG KILGORE ROAD TO STATE HIGHWAY M-136. TURN RIGHT AND GO
 OJ0126'0.3 MI (0.5 KM) EAST ALONG HIGHWAY M-136 TO POST OFFICE AT AVOCA.
 OJ0126'CONTINUE EAST ALONG HIGHWAY M-136 FOR 1.7 MI (2.7 KM) TO THE STATION
 OJ0126'ON THE RIGHT AS DESCRIBED.  STATION IS A STATE SURVEY DISK.  IT IS
 OJ0126'40.0 FT (12.2 M) EAST FROM THE CENTER OF FARGO ROAD, 24.8 FT (7.6 M)
 OJ0126'SOUTH FROM THE CENTER OF STATE HIGHWAY M-136, 15.8 FT (4.8 M)
 OJ0126'NORTHEAST FROM A UTILITY POLE, AND 12.5 FT (3.8 M) EAST FROM A
 OJ0126'TELEPHONE CABLE WARNING POST.
 OJ0126
 OJ0126                          STATION RECOVERY (1994)
 OJ0126
 OJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0126'STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF PORT HURON, 1.8
 OJ0126'MI (2.9 KM) EAST ALONG STATE HIGHWAY 136 FROM THE C AND O RAILWAY
 OJ0126'STATION AT AVOCA, ST CLAIR COUNTY AND THE NORTHWEST CORNER OF SECTION
 OJ0126'12, T 7 N, R 15 E AND ON THE AVOCA QUADRANGLE MAP.  TO REACH FROM THE
 OJ0126'POST OFFICE IN AVOCA, GO EAST ON STATE HIGHWAY 136 FOR 1.7 MI (2.7 KM)
 OJ0126'TO THE INTERSECTION OF FARGO ROAD AND THE STATION ON RIGHT, ABOUT 40
 OJ0126'FT (12.2 M) EAST OF THE INTERSECTION.  STATION IS RECESSED 8 CM BELOW
 OJ0126'GROUND.  IT IS 39.4 FT (12.0 M) EAST OF THE INTERSECTION OF HIGHWAY
 OJ0126'136 AND FARGO ROAD, 23.6 FT (7.2 M) SOUTH OF AND SLIGHTLY LOWER THAN
 OJ0126'HIGHWAY 136, 12.8 FT (3.9 M) EAST FROM A TELEPHONE POLE AND 15.8 FT
 OJ0126'(4.8 M) EAST-NORTHEAST FROM A UTILITY POLE, AND IN THE NORTHWEST
 OJ0126'CORNER OF LAWN.
 OJ0126
 OJ0126                          STATION RECOVERY (2001)
 OJ0126
 OJ0126'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 OJ0126'RECOVERED AS DESCRIBED IN GOOD CONDITION
 OJ0126'SUBMITTED - FEBRUARY 21, 2002
 OJ0126
 OJ0126                          STATION RECOVERY (2002)
 OJ0126
 OJ0126'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0126'RECOVERED AS DESCRIBED.
 OJ0126
 OJ0126                          STATION RECOVERY (2003)
 OJ0126
 OJ0126'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 OJ0126'STATION IS 40.8 FT EAST OF CENTERLINE OF FARGO RD AND 25.0 FEET SOUTH
 OJ0126'OF CENTERLINE OF STATE HIGHWAY 136.
 OJ0126
 OJ0126                          STATION RECOVERY (2004)
 OJ0126
 OJ0126'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0126'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
 OJ0126
 OJ0126                          STATION RECOVERY (2006)
 OJ0126
 OJ0126'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0126'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. CARSONITE WITNESS
 OJ0126'POST 0.61 METERS (2.0 FEET) NORTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0526 ***********************************************************************
 RJ0526  DESIGNATION -  9 WRM
 RJ0526  PID         -  RJ0526
 RJ0526  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0526  COUNTRY     -  US
 RJ0526  USGS QUAD   -  BLANEY PARK (2017)
 RJ0526
 RJ0526                         *CURRENT SURVEY CONTROL
 RJ0526  ______________________________________________________________________
 RJ0526* NAD 83(1986) POSITION- 46 04 51.     (N) 085 57 28.     (W)   SCALED
 RJ0526* NAVD 88 ORTHO HEIGHT -   213.463 (meters)      700.34  (feet) ADJUSTED
 RJ0526  ______________________________________________________________________
 RJ0526  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 RJ0526  DYNAMIC HEIGHT  -        213.474 (meters)      700.37  (feet) COMP
 RJ0526  MODELED GRAVITY -    980,658.1   (mgal)                       NAVD 88
 RJ0526
 RJ0526  VERT ORDER      -  FIRST     CLASS 0
 RJ0526
 RJ0526.The horizontal coordinates were scaled from a map and have
 RJ0526.an estimated accuracy of +/- 6 seconds.
 RJ0526
 RJ0526.The orthometric height was determined by differential leveling and
 RJ0526.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0526.in June 1991.
 RJ0526
 RJ0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0526.GEOID18 height accuracy estimate available here.
 RJ0526
 RJ0526.Click photographs - Photos may exist for this station.
 RJ0526
 RJ0526.The dynamic height is computed by dividing the NAVD 88
 RJ0526.geopotential number by the normal gravity value computed on the
 RJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0526.degrees latitude (g = 980.6199 gals.).
 RJ0526
 RJ0526.The modeled gravity was interpolated from observed gravity values.
 RJ0526
 RJ0526;                    North         East    Units  Estimated Accuracy
 RJ0526;SPC MI N     -   144,740.    8,080,610.      MT  (+/- 180 meters Scaled)
 RJ0526
 RJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805035(NAD 83)
 RJ0526
 RJ0526                          SUPERSEDED SURVEY CONTROL
 RJ0526
 RJ0526  NGVD 29 (??/??/92)  213.498  (m)          700.45   (f) ADJ UNCH    1 0
 RJ0526
 RJ0526.Superseded values are not recommended for survey control.
 RJ0526
 RJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0526.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0526
 RJ0526_MARKER: DD = SURVEY DISK
 RJ0526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0526_SP_SET: CULVERT HEADWALL
 RJ0526_STAMPING: 9 WRM 1972
 RJ0526_MARK LOGO: USGS
 RJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0526+STABILITY: SURFACE MOTION
 RJ0526
 RJ0526  HISTORY     - Date     Condition        Report By
 RJ0526  HISTORY     - 1972     MONUMENTED       USGS
 RJ0526  HISTORY     - 1972     GOOD             NGS
 RJ0526  HISTORY     - 1979     GOOD             MIDH
 RJ0526  HISTORY     - 19990616 MARK NOT FOUND   MIDT
 RJ0526  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 RJ0526
 RJ0526                          STATION DESCRIPTION
 RJ0526
 RJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0526'7.1 MI NE FROM GULLIVER.
 RJ0526'ABOUT 7.1 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 RJ0526'OFFICE AT GULLIVER, 247 FEET NORTHEAST OF THE CENTER OF THE
 RJ0526'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING NORTH (OLD
 RJ0526'U.S. HIGHWAY 2), AT THE OUTSIDE OF A LONG CURVE, 29 FEET NORTHWEST
 RJ0526'OF THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE NORTHEAST
 RJ0526'END OF THE NORTHWEST CONCRETE HEADWALL FOR A PIPE CULVERT UNDER
 RJ0526'THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0526'SEC 32, T43N, R13W.
 RJ0526
 RJ0526                          STATION RECOVERY (1979)
 RJ0526
 RJ0526'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RJ0526'RECOVERED IN GOOD CONDITION.
 RJ0526
 RJ0526                          STATION RECOVERY (1999)
 RJ0526
 RJ0526'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0526'STATION DESTROYED IN 1982 HIGHWAY CONSTRUCTION WORK.  THE CONCRETE
 RJ0526'HEADWALL WAS REMOVED.
 RJ0526
 RJ0526                          STATION RECOVERY (2002)
 RJ0526
 RJ0526'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0697 ***********************************************************************
 RJ0697  DESIGNATION -  9 WRM RESET
 RJ0697  PID         -  RJ0697
 RJ0697  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0697  COUNTRY     -  US
 RJ0697  USGS QUAD   -  BLANEY PARK (2017)
 RJ0697
 RJ0697                         *CURRENT SURVEY CONTROL
 RJ0697  ______________________________________________________________________
 RJ0697* NAD 83(1986) POSITION- 46 04 51.     (N) 085 57 28.     (W)   SCALED
 RJ0697* NAVD 88 ORTHO HEIGHT -   213.10  (meters)      699.1   (feet) RESET
 RJ0697  ______________________________________________________________________
 RJ0697  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 RJ0697  VERT ORDER      -  THIRD
 RJ0697
 RJ0697.The horizontal coordinates were scaled from a map and have
 RJ0697.an estimated accuracy of +/- 6 seconds.
 RJ0697
 RJ0697.The orthometric height was computed from unverified reset data.
 RJ0697
 RJ0697.No vertical observational check was made to the station.
 RJ0697
 RJ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0697.GEOID18 height accuracy estimate available here.
 RJ0697
 RJ0697.Click photographs - Photos may exist for this station.
 RJ0697
 RJ0697;                    North         East    Units  Estimated Accuracy
 RJ0697;SPC MI N     -   144,740.    8,080,610.      MT  (+/- 180 meters Scaled)
 RJ0697
 RJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805035(NAD 83)
 RJ0697
 RJ0697                          SUPERSEDED SURVEY CONTROL
 RJ0697
 RJ0697.No superseded survey control is available for this station.
 RJ0697
 RJ0697_MARKER: DB = BENCH MARK DISK
 RJ0697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0697_SP_SET: HEADWALL
 RJ0697_STAMPING: 9 WRM RESET 1982
 RJ0697_MARK LOGO: USGS
 RJ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0697+STABILITY: SURFACE MOTION
 RJ0697
 RJ0697  HISTORY     - Date     Condition        Report By
 RJ0697  HISTORY     - 1982     MONUMENTED       MIDH
 RJ0697  HISTORY     - 20021112 GOOD             USPSQD
 RJ0697  HISTORY     - 20040416 GOOD             USPSQD
 RJ0697  HISTORY     - 20060915 GOOD             USPSQD
 RJ0697
 RJ0697                          STATION DESCRIPTION
 RJ0697
 RJ0697'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 RJ0697'6.8 MI NE FROM GULLIVER.
 RJ0697'6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RJ0697'GULLIVER, APPROXIMATELY 225.0 FEET NORTH OF LANG ROAD (OLD U.S. 2)
 RJ0697'AND U.S. HIGHWAY 2 INTERSECTION, 24.0 FEET EAST OF LANG ROAD CENTERLIN
 RJ0697'110.0 FEET WEST OF PRESENT CENTERLINE OF U.S. HIGHWAY 2, AND
 RJ0697'11.2 FEET WEST OF CONCRETE RIGHT-OF-WAY POST, IN THE TOP
 RJ0697'CENTER OF A 5.5 FOOT CONCRETE HEADWALL ON EAST END OF CULVERT.
 RJ0697'THE MARK IS 5.8 FT  S FROM A WITNESS POST.
 RJ0697
 RJ0697                          STATION RECOVERY (2002)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0697'RECOVERED IN GOOD CONDITION.
 RJ0697
 RJ0697                          STATION RECOVERY (2004)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0697'RECOVERED IN GOOD CONDITION.
 RJ0697
 RJ0697                          STATION RECOVERY (2006)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0127 ***********************************************************************
 OJ0127  DESIGNATION -  9 X
 OJ0127  PID         -  OJ0127
 OJ0127  STATE/COUNTY-  MI/ST CLAIR
 OJ0127  COUNTRY     -  US
 OJ0127  USGS QUAD   -  AVOCA (2017)
 OJ0127
 OJ0127                         *CURRENT SURVEY CONTROL
 OJ0127  ______________________________________________________________________
 OJ0127* NAD 83(1986) POSITION- 43 03 48.     (N) 082 38 54.     (W)   SCALED
 OJ0127* NAVD 88 ORTHO HEIGHT -   225.704 (meters)      740.50  (feet) ADJUSTED
 OJ0127  ______________________________________________________________________
 OJ0127  GEOID HEIGHT    -        -34.668 (meters)                     GEOID18
 OJ0127  DYNAMIC HEIGHT  -        225.651 (meters)      740.32  (feet) COMP
 OJ0127  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 OJ0127
 OJ0127  VERT ORDER      -  SECOND    CLASS I
 OJ0127
 OJ0127.The horizontal coordinates were scaled from a map and have
 OJ0127.an estimated accuracy of +/- 6 seconds.
 OJ0127
 OJ0127.The orthometric height was determined by differential leveling and
 OJ0127.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0127.in July 2007.
 OJ0127
 OJ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0127.GEOID18 height accuracy estimate available here.
 OJ0127
 OJ0127.Click photographs - Photos may exist for this station.
 OJ0127
 OJ0127.The dynamic height is computed by dividing the NAVD 88
 OJ0127.geopotential number by the normal gravity value computed on the
 OJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0127.degrees latitude (g = 980.6199 gals.).
 OJ0127
 OJ0127.The modeled gravity was interpolated from observed gravity values.
 OJ0127
 OJ0127;                    North         East    Units  Estimated Accuracy
 OJ0127;SPC MI S     -   175,080.    4,139,950.      MT  (+/- 180 meters Scaled)
 OJ0127
 OJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH657691(NAD 83)
 OJ0127
 OJ0127                          SUPERSEDED SURVEY CONTROL
 OJ0127
 OJ0127  NAVD 88 (06/15/91)  225.742  (m)          740.62   (f) SUPERSEDED  2 0
 OJ0127  NGVD 29 (??/??/92)  225.830  (m)          740.91   (f) ADJ UNCH    2 0
 OJ0127
 OJ0127.Superseded values are not recommended for survey control.
 OJ0127
 OJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0127.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0127
 OJ0127_MARKER: DD = SURVEY DISK
 OJ0127_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0127_STAMPING: 9 X
 OJ0127_MARK LOGO: CGS+SS
 OJ0127_PROJECTION: FLUSH
 OJ0127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0127+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0127
 OJ0127  HISTORY     - Date     Condition        Report By
 OJ0127  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0127  HISTORY     - 1934     GOOD             CGS
 OJ0127  HISTORY     - 1977     GOOD             NGS
 OJ0127  HISTORY     - 20040209 GOOD             BMJ
 OJ0127  HISTORY     - 20061212 GOOD             MIDT
 OJ0127
 OJ0127                          STATION DESCRIPTION
 OJ0127
 OJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0127'2.2 MI E FROM AVOCA.
 OJ0127'2.2 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0127'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE SE 1/4
 OJ0127'SW 1/4 SEC. 1, T. 7 N., R. 15 E., 150 YARDS WEST OF A
 OJ0127'WHITE-PAINTED CHURCH, 35 YARDS EAST OF THE NORTHEAST CORNER OF
 OJ0127'A CONCRETE CULVERT, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OJ0127'OF THE JOHN GREEN RESIDENCE, 21 FEET NORTH OF THE CENTERLINE OF
 OJ0127'THE HIGHWAY, 20 FEET SOUTHEAST OF AN 8-INCH MAPLE TREE, AND 2
 OJ0127'FEET SOUTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK,
 OJ0127'STAMPED 9 X AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OJ0127'GROUND.
 OJ0127
 OJ0127                          STATION RECOVERY (1977)
 OJ0127
 OJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0127'2.1 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0127'60 FEET SOUTH WEST OF THE SOUTH WEST CORNER OF HOUSE 7798, 90 FEET
 OJ0127'WEST OF THE CENTER OF THE DRIVE, 21.5 FEET NORTH OF THE CENTER LINE
 OJ0127'OF THE HIGHWAY, AND 12 FEET SOUTH WEST OF A POWER POLE.
 OJ0127
 OJ0127                          STATION RECOVERY (2004)
 OJ0127
 OJ0127'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0127'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
 OJ0127
 OJ0127                          STATION RECOVERY (2006)
 OJ0127
 OJ0127'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0127'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. CARSONITE WITNESS
 OJ0127'POST 0.61 METERS (2 FEET) ROAD SIDE OF THE STATION, AND 13.56 METERS
 OJ0127'(44.5 FEET) EAST-SOUTHEAST OF A 30 INCH (76 CENTIMETER) PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0129 ***********************************************************************
 OJ0129  DESIGNATION -  9 Z
 OJ0129  PID         -  OJ0129
 OJ0129  STATE/COUNTY-  MI/ST CLAIR
 OJ0129  COUNTRY     -  US
 OJ0129  USGS QUAD   -  RUBY (2017)
 OJ0129
 OJ0129                         *CURRENT SURVEY CONTROL
 OJ0129  ______________________________________________________________________
 OJ0129* NAD 83(1986) POSITION- 43 03 21.68   (N) 082 36 56.37   (W)   HD_HELD1
 OJ0129* NAVD 88 ORTHO HEIGHT -   212.913 (meters)      698.53  (feet) ADJUSTED
 OJ0129  ______________________________________________________________________
 OJ0129  GEOID HEIGHT    -        -34.700 (meters)                     GEOID18
 OJ0129  DYNAMIC HEIGHT  -        212.863 (meters)      698.37  (feet) COMP
 OJ0129  MODELED GRAVITY -    980,378.9   (mgal)                       NAVD 88
 OJ0129
 OJ0129  VERT ORDER      -  SECOND    CLASS 0
 OJ0129
 OJ0129.The horizontal coordinates were determined by differentially corrected
 OJ0129.hand held GPS observations or other comparable positioning techniques
 OJ0129.and have an estimated accuracy of +/- 3 meters.
 OJ0129
 OJ0129.The orthometric height was determined by differential leveling and
 OJ0129.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0129.in June 1991.
 OJ0129
 OJ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0129.GEOID18 height accuracy estimate available here.
 OJ0129
 OJ0129.Click photographs - Photos may exist for this station.
 OJ0129
 OJ0129.The dynamic height is computed by dividing the NAVD 88
 OJ0129.geopotential number by the normal gravity value computed on the
 OJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0129.degrees latitude (g = 980.6199 gals.).
 OJ0129
 OJ0129.The modeled gravity was interpolated from observed gravity values.
 OJ0129
 OJ0129;                    North         East    Units  Estimated Accuracy
 OJ0129;SPC MI S     -   174,322.9   4,142,626.2     MT  (+/- 3 meters HH1 GPS) 
 OJ0129
 OJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6842868302(NAD 83)
 OJ0129
 OJ0129                          SUPERSEDED SURVEY CONTROL
 OJ0129
 OJ0129  NGVD 29 (??/??/92)  213.006  (m)          698.84   (f) ADJ UNCH    2 0
 OJ0129
 OJ0129.Superseded values are not recommended for survey control.
 OJ0129
 OJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0129.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0129
 OJ0129_MARKER: DD = SURVEY DISK
 OJ0129_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OJ0129_STAMPING: 9 Z
 OJ0129_MARK LOGO: CGS+SS
 OJ0129_PROJECTION: FLUSH
 OJ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0129
 OJ0129  HISTORY     - Date     Condition        Report By
 OJ0129  HISTORY     - 1934     MONUMENTED       MIGS
 OJ0129  HISTORY     - 1956     GOOD             CGS
 OJ0129  HISTORY     - 1977     POOR             NGS
 OJ0129
 OJ0129                          STATION DESCRIPTION
 OJ0129
 OJ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OJ0129'4.2 MI E FROM AVOCA.
 OJ0129'4.2 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0129'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NORTHEAST
 OJ0129'CORNER OF THE SE 1/4 SEC. 7, T. 7 N., R. 16 E., 80 YARDS SOUTH
 OJ0129'OF THE DRIVEWAY TO THE WINGFORD FARM, 42 FEET NORTH OF THE
 OJ0129'NORTHWEST CORNER OF A 5-BY 5-FOOT CONCRETE CULVERT, 59 FEET WEST
 OJ0129'OF THE EAST RIGHT-OF-WAY FENCE, 7 YARDS WEST OF THE CENTERLINE
 OJ0129'OF THE HIGHWAY, AND 72 FEET SOUTHWEST OF A 24-INCH ELM TREE EAST
 OJ0129'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 9 Z AND
 OJ0129'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0129'NOTE-- APPARENTLY DISTURBED BY CONSTRUCTION EQUIPMENT.
 OJ0129
 OJ0129                          STATION RECOVERY (1977)
 OJ0129
 OJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0129'POST WAS RECOVERED ON THE WEST SIDE OF THE HIGHWAY, 40 FEET NORTH OF
 OJ0129'THE NORTHWEST CORNER OF A CULVERT. 8 FEET EAST OF THE WEST
 OJ0129'RIGHT-OF-WAY FENCE AND IN THE EDGE OF A DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0122 ***********************************************************************
 OK0122  DESIGNATION -  90 1/2
 OK0122  PID         -  OK0122
 OK0122  STATE/COUNTY-  MI/CLINTON
 OK0122  COUNTRY     -  US
 OK0122  USGS QUAD   -  OVID WEST (2017)
 OK0122
 OK0122                         *CURRENT SURVEY CONTROL
 OK0122  ______________________________________________________________________
 OK0122* NAD 83(1986) POSITION- 43 00 20.     (N) 084 24 23.     (W)   SCALED
 OK0122* NAVD 88 ORTHO HEIGHT -   222.173 (meters)      728.91  (feet) ADJUSTED
 OK0122  ______________________________________________________________________
 OK0122  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 OK0122  DYNAMIC HEIGHT  -        222.123 (meters)      728.75  (feet) COMP
 OK0122  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 OK0122
 OK0122  VERT ORDER      -  SECOND    CLASS 0
 OK0122
 OK0122.The horizontal coordinates were scaled from a map and have
 OK0122.an estimated accuracy of +/- 6 seconds.
 OK0122
 OK0122.The orthometric height was determined by differential leveling and
 OK0122.adjusted by the NATIONAL GEODETIC SURVEY
 OK0122.in June 1991.
 OK0122
 OK0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0122.GEOID18 height accuracy estimate available here.
 OK0122
 OK0122.Click photographs - Photos may exist for this station.
 OK0122
 OK0122.The dynamic height is computed by dividing the NAVD 88
 OK0122.geopotential number by the normal gravity value computed on the
 OK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0122.degrees latitude (g = 980.6199 gals.).
 OK0122
 OK0122.The modeled gravity was interpolated from observed gravity values.
 OK0122
 OK0122;                    North         East    Units  Estimated Accuracy
 OK0122;SPC MI S     -   167,230.    3,996,760.      MT  (+/- 180 meters Scaled)
 OK0122
 OK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113646(NAD 83)
 OK0122
 OK0122                          SUPERSEDED SURVEY CONTROL
 OK0122
 OK0122  NGVD 29 (??/??/92)  222.317  (m)          729.39   (f) ADJ UNCH    2 0
 OK0122
 OK0122.Superseded values are not recommended for survey control.
 OK0122
 OK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0122.See file dsdata.pdf to determine how the superseded data were derived.
 OK0122
 OK0122_MARKER: DD = SURVEY DISK
 OK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0122_STAMPING: BM 90 1/2
 OK0122_MARK LOGO: GTWRR
 OK0122_PROJECTION: FLUSH
 OK0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0122+STABILITY: SURFACE MOTION
 OK0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0122+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 OK0122
 OK0122  HISTORY     - Date     Condition        Report By
 OK0122  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0122  HISTORY     - 1934     GOOD             CGS
 OK0122  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0122  HISTORY     - 19940927 GOOD             LOCENG
 OK0122  HISTORY     - 20070523 GOOD             MIDT
 OK0122
 OK0122                          STATION DESCRIPTION
 OK0122
 OK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0122'1 MI E FROM SHEPARDSVILLE.
 OK0122'1 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0122'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 46 FEET NORTH OF THE
 OK0122'NORTH RAIL, 2.7 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP
 OK0122'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 90 1/2 AND SET IN THE TOP
 OK0122'OF A CONCRETE POST.
 OK0122
 OK0122                          STATION RECOVERY (1974)
 OK0122
 OK0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0122'MARK NOT FOUND.
 OK0122
 OK0122                          STATION RECOVERY (1994)
 OK0122
 OK0122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0122'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  PLACED CARSONITE POST
 OK0122'BY STATION.
 OK0122
 OK0122                          STATION RECOVERY (2007)
 OK0122
 OK0122'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0122'TO REACH THE STATION FROM THE INTERSECTION OF KREPPS ROAD AND M-21 GO
 OK0122'SOUTH 0.3 MI (0.5 KM) TO WHERE AND OLD RAILROAD BED INTERSECTS KREPPS
 OK0122'ROAD.  POINT IS IN THE NORTHWEST QUADRANT NEAR A RED BARN ON THE
 OK0122'PROPERTY LABELED 1325 ADDRESS.
 OK0122'
 OK0122'THE STATION IS 165 FT (50.3 M) WEST FROM THE CENTERLINE OF KREPPS
 OK0122'ROAD, 50 FT (15.2 M) NORTH OF THE CENTERLINE OF AN OLD RAILROAD BED,
 OK0122'23 FT (7.0 M) SOUTH OF THE SOUTHEAST CORNER OF A LARGE RED POLE BARN.
 OK0122'20 FT (6.1 M) WEST FROM A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6777 ***********************************************************************
 AA6777  DESIGNATION -  90 38
 AA6777  PID         -  AA6777
 AA6777  STATE/COUNTY-  MI/WAYNE
 AA6777  COUNTRY     -  US
 AA6777  USGS QUAD   -  REDFORD (2017)
 AA6777
 AA6777                         *CURRENT SURVEY CONTROL
 AA6777  ______________________________________________________________________
 AA6777* NAD 83(2011) POSITION- 42 23 07.59859(N) 083 22 22.26665(W)   ADJUSTED
 AA6777* NAD 83(2011) ELLIP HT-   165.363 (meters)        (06/27/12)   ADJUSTED
 AA6777* NAD 83(2011) EPOCH   -  2010.00
 AA6777* NAVD 88 ORTHO HEIGHT -   199.4   (meters)      654.    (feet) GPS OBS
 AA6777  ______________________________________________________________________
 AA6777  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6777  GEOID HEIGHT    -         -33.99 (meters)                     GEOID93
 AA6777  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 AA6777  NAD 83(2011) X  -    544,536.362 (meters)                     COMP
 AA6777  NAD 83(2011) Y  - -4,686,838.953 (meters)                     COMP
 AA6777  NAD 83(2011) Z  -  4,277,435.695 (meters)                     COMP
 AA6777  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AA6777
 AA6777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6777  Standards:
 AA6777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6777  -------------------------------------------------------------------
 AA6777  NETWORK    0.96   1.00           0.45   0.30   0.51     -0.02324346
 AA6777  -------------------------------------------------------------------
 AA6777  Click here for local accuracies and other accuracy information.
 AA6777
 AA6777.The horizontal coordinates were established by GPS observations
 AA6777.and adjusted by the National Geodetic Survey in June 2012.
 AA6777
 AA6777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6777.been affixed to the stable North American tectonic plate. See 
 AA6777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6777
 AA6777.The horizontal coordinates are valid at the epoch date displayed above
 AA6777.which is a decimal equivalence of Year/Month/Day.
 AA6777
 AA6777.The orthometric height was determined by GPS observations and a
 AA6777.high-resolution geoid model.
 AA6777
 AA6777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6777.GEOID18 height accuracy estimate available here.
 AA6777
 AA6777.Click photographs - Photos may exist for this station.
 AA6777
 AA6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6777
 AA6777.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6777
 AA6777.The ellipsoidal height was determined by GPS observations
 AA6777.and is referenced to NAD 83.
 AA6777
 AA6777. The following values were computed from the NAD 83(2011) position.
 AA6777
 AA6777;                    North         East     Units Scale Factor Converg.
 AA6777;SPC MI S     -    98,836.168 4,081,833.120   MT  0.99994465   +0 40 34.8
 AA6777;SPC MI S     -   324,265.64 13,391,840.94   iFT  0.99994465   +0 40 34.8
 AA6777;UTM  17      - 4,695,300.478   304,671.251   MT  1.00006945   -1 36 00.3
 AA6777
 AA6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6777!SPC MI S     -   0.99997407  x   0.99994465  =   0.99991872
 AA6777!UTM  17      -   0.99997407  x   1.00006945  =   1.00004351
 AA6777
 AA6777:                Primary Azimuth Mark                     Grid Az
 AA6777:SPC MI S     -  2 3                                      335 01 05.1
 AA6777:UTM  17      -  2 3                                      337 17 40.2
 AA6777
 AA6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0467195300(NAD 83)
 AA6777
 AA6777|---------------------------------------------------------------------|
 AA6777| PID    Reference Object                     Distance      Geod. Az  |
 AA6777|                                                           dddmmss.s |
 AA6777| AA6778 2 3                                 APPROX. 0.5 KM 3354139.9 |
 AA6777|---------------------------------------------------------------------|
 AA6777
 AA6777                          SUPERSEDED SURVEY CONTROL
 AA6777
 AA6777  NAD 83(2007)-  42 23 07.59866(N)    083 22 22.26754(W) AD(2002.00) 0
 AA6777  ELLIP H (02/10/07)  165.355  (m)                       GP(2002.00)    
 AA6777  ELLIP H (07/12/02)  165.379  (m)                       GP(       ) 4 1
 AA6777  NAD 83(1994)-  42 23 07.59858(N)    083 22 22.26717(W) AD(       ) 1
 AA6777  ELLIP H (02/03/97)  165.434  (m)                       GP(       ) 4 1
 AA6777  NAD 83(1986)-  42 23 07.60302(N)    083 22 22.29648(W) AD(       ) 1
 AA6777
 AA6777.Superseded values are not recommended for survey control.
 AA6777
 AA6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6777.See file dsdata.pdf to determine how the superseded data were derived.
 AA6777
 AA6777_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6777_STAMPING: 90-38 1960
 AA6777_MARK LOGO: MI-163
 AA6777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6777+STABILITY: SURFACE MOTION
 AA6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6777+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6777
 AA6777  HISTORY     - Date     Condition        Report By
 AA6777  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6777  HISTORY     - 20010806 GOOD             NGS
 AA6777  HISTORY     - 20010815 GOOD             NGS
 AA6777
 AA6777                          STATION DESCRIPTION
 AA6777
 AA6777'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6777'STATION IS LOCATED APPROXIMATELY 2.0 MILESNORTH AND 5.0 MILESEAST OF
 AA6777'PLYMOUTH, MICHIGAN ON FARMINGTON ROAD AT SUMMER STREET. TO REACH FROM
 AA6777'THE INTERSECTION OF INTERSTATE I-96 AND FARMINGTON ROAD (EXIT 174)
 AA6777'PROCEED NORTH FROM THE INTERSECTION 0.20 MILES ON FARMINGTON ROAD TO
 AA6777'SUMMER STREET AND THE STATION IN THE SOUTHEAST QUADRANT. THE STATION
 AA6777'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN A CONCRETE MONUMENT 6
 AA6777'INCHES IN DIAMETER SET IN A CAST IRON MONUMENT BOX AND SET FLUSH WITH
 AA6777'THE SURFACE OF THE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6777'INTERSECTION OF TWO SIDEWALKS.  THE CENTERLINE OF FARMINGTON ROAD IS N
 AA6777'90 W, 56.7 FEET,  THE CENTERLINE OF SUMMERS ROAD IS N 0 E, 31.4 FEET.
 AA6777
 AA6777                          STATION RECOVERY (2001)
 AA6777
 AA6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6777
 AA6777                          STATION RECOVERY (2001)
 AA6777
 AA6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9125 ***********************************************************************
 AC9125  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9125  DESIGNATION -  901 4070 F
 AC9125  PID         -  AC9125
 AC9125  STATE/COUNTY-  MI/ST CLAIR
 AC9125  COUNTRY     -  US
 AC9125  USGS QUAD   -  ALGONAC (2017)
 AC9125
 AC9125                         *CURRENT SURVEY CONTROL
 AC9125  ______________________________________________________________________
 AC9125* NAD 83(1986) POSITION- 42 37 17.48   (N) 082 31 39.03   (W)   HD_HELD1
 AC9125* NAVD 88 ORTHO HEIGHT -   177.663 (meters)      582.88  (feet) ADJUSTED
 AC9125  ______________________________________________________________________
 AC9125  GEOID HEIGHT    -        -34.933 (meters)                     GEOID18
 AC9125  DYNAMIC HEIGHT  -        177.613 (meters)      582.72  (feet) COMP
 AC9125  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 AC9125
 AC9125  VERT ORDER      -  FIRST     CLASS II
 AC9125
 AC9125.The horizontal coordinates were determined by differentially corrected
 AC9125.hand held GPS observations or other comparable positioning techniques
 AC9125.and have an estimated accuracy of +/- 3 meters.
 AC9125
 AC9125.The orthometric height was determined by differential leveling and
 AC9125.adjusted by the NATIONAL GEODETIC SURVEY
 AC9125.in June 2009.
 AC9125
 AC9125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9125.GEOID18 height accuracy estimate available here.
 AC9125
 AC9125.This Water Level Mark is designated as VM 12977
 AC9125.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9125
 AC9125.Click photographs - Photos may exist for this station.
 AC9125
 AC9125.The dynamic height is computed by dividing the NAVD 88
 AC9125.geopotential number by the normal gravity value computed on the
 AC9125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9125.degrees latitude (g = 980.6199 gals.).
 AC9125
 AC9125.The modeled gravity was interpolated from observed gravity values.
 AC9125
 AC9125;                    North         East    Units  Estimated Accuracy
 AC9125;SPC MI S     -   126,223.4   4,150,859.5     MT  (+/- 3 meters HH1 GPS) 
 AC9125
 AC9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7473219917(NAD 83)
 AC9125
 AC9125                          SUPERSEDED SURVEY CONTROL
 AC9125
 AC9125  NAVD 88 (10/01/97)  177.670  (m)          582.91   (f) SUPERSEDED  2 1
 AC9125
 AC9125.Superseded values are not recommended for survey control.
 AC9125
 AC9125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9125.See file dsdata.pdf to determine how the superseded data were derived.
 AC9125
 AC9125_MARKER: DB = BENCH MARK DISK
 AC9125_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9125+WITH SETTING: PAVEMENT
 AC9125_SP_SET: STORAGE TANK COVER
 AC9125_STAMPING: 4070 F 1985
 AC9125_MARK LOGO: NOS
 AC9125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9125+STABILITY: SURFACE MOTION
 AC9125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9125+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 AC9125
 AC9125  HISTORY     - Date     Condition        Report By
 AC9125  HISTORY     - 1985     MONUMENTED       NOS
 AC9125  HISTORY     - 19941103 GOOD             NOS
 AC9125  HISTORY     - 19951104 GOOD             NOS
 AC9125  HISTORY     - 19990625 GOOD             USPSQD
 AC9125  HISTORY     - 20050506 GOOD             USPSQD
 AC9125  HISTORY     - 20080929 GOOD             MIDT
 AC9125  HISTORY     - 20230912 GOOD             CO-OPS
 AC9125
 AC9125                          STATION DESCRIPTION
 AC9125
 AC9125'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9125'BM 4070 F IS AT ALGONAC, ST CLAIR COUNTY, MICHIGAN, AT THE ALGONAC
 AC9125'WATER FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29)
 AC9125'OPPOSITE THE JUNCTION OF GREEN STREET, 35.75 METERS (117.29 FT)
 AC9125'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE WATER TREATMENT PLANT
 AC9125'BUILDING, 17.4 METERS (57.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 AC9125'THE WATER TREATMENT PLANT BUILDING, 16.8 METERS (55.1 FT) NORTHEAST OF
 AC9125'UTILITY POLE WITH METER BOX, 1.70 METERS (5.58 FT) SOUTHWEST OF
 AC9125'CHAINLINK FENCE, 0.15 METER (0.49 FT) SOUTH OF NORTH CORNER OF A 12.8
 AC9125'METER (42.0 FT) 12.8 METER (42.0 FT) 0.6 METER (2.0 FT) CONCRETE COVER
 AC9125'FOR A WATER STORAGE TANK, 0.55 METER (1.80 FT) ABOVE THE GROUND.
 AC9125
 AC9125                          STATION RECOVERY (1995)
 AC9125
 AC9125'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9125'RECOVERED AS DESCRIBED.
 AC9125
 AC9125                          STATION RECOVERY (1999)
 AC9125
 AC9125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9125'RECOVERED IN GOOD CONDITION.
 AC9125
 AC9125                          STATION RECOVERY (2005)
 AC9125
 AC9125'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9125'RECOVERED IN GOOD CONDITION.
 AC9125
 AC9125                          STATION RECOVERY (2008)
 AC9125
 AC9125'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 AC9125'RECOVERED AS DESCRIBED.
 AC9125
 AC9125                          STATION RECOVERY (2023)
 AC9125
 AC9125'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 AC9125'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST-SOUTHEAST OF NEW
 AC9125'BALTIMORE, 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF MARINE CITY AND IN THE
 AC9125'TOWN OF ALGONAC, MI.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9126 ***********************************************************************
 AC9126  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9126  DESIGNATION -  901 4070 G
 AC9126  PID         -  AC9126
 AC9126  STATE/COUNTY-  MI/ST CLAIR
 AC9126  COUNTRY     -  US
 AC9126  USGS QUAD   -  ALGONAC (2017)
 AC9126
 AC9126                         *CURRENT SURVEY CONTROL
 AC9126  ______________________________________________________________________
 AC9126* NAD 83(1986) POSITION- 42 37 10.74   (N) 082 31 45.50   (W)   HD_HELD1
 AC9126* NAVD 88 ORTHO HEIGHT -   176.980 (meters)      580.64  (feet) ADJUSTED
 AC9126  ______________________________________________________________________
 AC9126  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 AC9126  DYNAMIC HEIGHT  -        176.930 (meters)      580.48  (feet) COMP
 AC9126  MODELED GRAVITY -    980,338.1   (mgal)                       NAVD 88
 AC9126
 AC9126  VERT ORDER      -  FIRST     CLASS II
 AC9126
 AC9126.The horizontal coordinates were determined by differentially corrected
 AC9126.hand held GPS observations or other comparable positioning techniques
 AC9126.and have an estimated accuracy of +/- 3 meters.
 AC9126
 AC9126.The orthometric height was determined by differential leveling and
 AC9126.adjusted by the NATIONAL GEODETIC SURVEY
 AC9126.in October 1997.
 AC9126
 AC9126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9126.GEOID18 height accuracy estimate available here.
 AC9126
 AC9126.This Tidal Bench Mark is designated as VM 12980
 AC9126.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9126
 AC9126.Click photographs - Photos may exist for this station.
 AC9126
 AC9126.The dynamic height is computed by dividing the NAVD 88
 AC9126.geopotential number by the normal gravity value computed on the
 AC9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9126.degrees latitude (g = 980.6199 gals.).
 AC9126
 AC9126.The modeled gravity was interpolated from observed gravity values.
 AC9126
 AC9126;                    North         East    Units  Estimated Accuracy
 AC9126;SPC MI S     -   126,012.3   4,150,716.6     MT  (+/- 3 meters HH1 GPS) 
 AC9126
 AC9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7458119712(NAD 83)
 AC9126
 AC9126                          SUPERSEDED SURVEY CONTROL
 AC9126
 AC9126.No superseded survey control is available for this station.
 AC9126
 AC9126_MARKER: DJ = TIDAL STATION DISK
 AC9126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9126_SP_SET: FLAG POLE BASE
 AC9126_STAMPING: 4070 G 1989
 AC9126_MARK LOGO: NOS
 AC9126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9126+STABILITY: SURFACE MOTION
 AC9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9126+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2025
 AC9126
 AC9126  HISTORY     - Date     Condition        Report By
 AC9126  HISTORY     - 1989     MONUMENTED       NOS
 AC9126  HISTORY     - 19941103 GOOD             NOS
 AC9126  HISTORY     - 19951104 GOOD             NOS
 AC9126  HISTORY     - 19990625 GOOD             USPSQD
 AC9126  HISTORY     - 20050506 GOOD             USPSQD
 AC9126  HISTORY     - 20080929 GOOD             MIDT
 AC9126  HISTORY     - 20230912 GOOD             CO-OPS
 AC9126  HISTORY     - 20250615 GOOD             MIDT
 AC9126
 AC9126                          STATION DESCRIPTION
 AC9126
 AC9126'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9126'BM 4070 G IS AT ALGONAC, ST CLAIR COUNTY, MICHIGAN, IN ALGONAC CITY
 AC9126'PARK, ON ST CLAIR RIVER DRIVE, IN THE NORTH SIDE OF CONCRETE FLAG POLE
 AC9126'BASE, 34.32 METERS (112.60 FT) WEST-NORTHWEST OF BULKHEAD ON RIVER
 AC9126'FRONT, 26.70 METERS (87.60 FT) NORTHEAST OF NORTHEAST CORNER OF CLAY
 AC9126'TOWNSHIP LIBRARY, 23.10 METERS (75.79 FT) SOUTHEAST OF SOUTHEAST
 AC9126'CORNER OF CIVIL WAR MONUMENT, 0.27 METERS (0.89 FT) NORHT OF FLAG
 AC9126'POLE, BEING STANDARD NOS DISC SET FLUSH IN THE CONCRETE.
 AC9126
 AC9126                          STATION RECOVERY (1995)
 AC9126
 AC9126'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9126'RECOVERED AS DESCRIBED.
 AC9126
 AC9126                          STATION RECOVERY (1999)
 AC9126
 AC9126'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9126'RECOVERED IN GOOD CONDITION.
 AC9126
 AC9126                          STATION RECOVERY (2005)
 AC9126
 AC9126'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9126'STATION DESCRIPTION DATED 1994 IS ACCURATE FOR DIRECTIONS TO MARK, BUT
 AC9126'THE CLAY TOWNSHIP LIBRARY IS NOW A MUSEUM.
 AC9126
 AC9126                          STATION RECOVERY (2008)
 AC9126
 AC9126'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 AC9126'RECOVERED AS DESCRIBED.
 AC9126
 AC9126                          STATION RECOVERY (2023)
 AC9126
 AC9126'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 AC9126'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST-SOUTHEAST OF NEW
 AC9126'BALTIMORE, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF MARINE CITY AND IN THE
 AC9126'TOWN OF ALGONAC, MI.
 AC9126'
 AC9126'BENCH MARK IS LOCATED IN THE ALGONAC CITY PARK.  PARK ADDRESS IS 1396
 AC9126'ST CLAIR BOULEVARD ALGONAC, MI 48001.
 AC9126
 AC9126                          STATION RECOVERY (2025)
 AC9126
 AC9126'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AC9126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK8169 ***********************************************************************
 DK8169  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DK8169  DESIGNATION -  901 4070 H
 DK8169  PID         -  DK8169
 DK8169  STATE/COUNTY-  MI/ST CLAIR
 DK8169  COUNTRY     -  US
 DK8169  USGS QUAD   -  ALGONAC (2017)
 DK8169
 DK8169                         *CURRENT SURVEY CONTROL
 DK8169  ______________________________________________________________________
 DK8169* NAD 83(1986) POSITION- 42 37 16.     (N) 082 31 37.     (W)   SCALED
 DK8169* NAVD 88 ORTHO HEIGHT -   177.771 (meters)      583.24  (feet) ADJUSTED
 DK8169  ______________________________________________________________________
 DK8169  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 DK8169  DYNAMIC HEIGHT  -        177.721 (meters)      583.07  (feet) COMP
 DK8169  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 DK8169
 DK8169  VERT ORDER      -  SECOND    CLASS I
 DK8169
 DK8169.The horizontal coordinates were scaled from a map and have
 DK8169.an estimated accuracy of +/- 6 seconds.
 DK8169
 DK8169.The orthometric height was determined by differential leveling and
 DK8169.adjusted by the NATIONAL GEODETIC SURVEY
 DK8169.in February 2025.
 DK8169
 DK8169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8169.GEOID18 height accuracy estimate available here.
 DK8169
 DK8169.This Water Level Mark is designated as VM 17367
 DK8169.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK8169
 DK8169.Click photographs - Photos may exist for this station.
 DK8169
 DK8169.The dynamic height is computed by dividing the NAVD 88
 DK8169.geopotential number by the normal gravity value computed on the
 DK8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8169.degrees latitude (g = 980.6199 gals.).
 DK8169
 DK8169.The modeled gravity was interpolated from observed gravity values.
 DK8169
 DK8169;                    North         East    Units  Estimated Accuracy
 DK8169;SPC MI S     -   126,180.    4,150,910.      MT  (+/- 180 meters Scaled)
 DK8169
 DK8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747198(NAD 83)
 DK8169
 DK8169                          SUPERSEDED SURVEY CONTROL
 DK8169
 DK8169  NAVD 88 (06/23/09)  177.780  (m)          583.27   (f) SUPERSEDED  1 2
 DK8169
 DK8169.Superseded values are not recommended for survey control.
 DK8169
 DK8169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8169.See file dsdata.pdf to determine how the superseded data were derived.
 DK8169
 DK8169_MARKER: DB = BENCH MARK DISK
 DK8169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK8169_SP_SET: BRICK PUMPHOUSE WALL
 DK8169_STAMPING: 4070 H 2003
 DK8169_MARK LOGO: NOS
 DK8169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8169+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DK8169
 DK8169  HISTORY     - Date     Condition        Report By
 DK8169  HISTORY     - 2003     MONUMENTED       NOS
 DK8169  HISTORY     - 20080929 GOOD             MIDT
 DK8169  HISTORY     - 20230912 GOOD             CO-OPS
 DK8169
 DK8169                          STATION DESCRIPTION
 DK8169
 DK8169'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 DK8169'TO REACH FROM THE INTERSECTION OF ST CLAIR RIVER DRIVE (M-29) AND
 DK8169'COLUMBIA STEET IN ALGONA, PROCEED NORTHEAST ALONG ST CLAIR RIVER DRIVE
 DK8169'FOR 0.72 KM (0.4.MI) TO THE REAR OF THE ALGONAC WATER FILTERATION
 DK8169'PLANT AT 1530 ST CLAIR RIVER DRIVE, OPPOSITE THE JUNCTION OF GREEN
 DK8169'STREET, BEING A DISK SET VERTICIALLY IN THE DOWN RIVER FACE OF THE
 DK8169'INTAKE PUMP HOUSE,
 DK8169'
 DK8169'10.35 M (34.0 FT) EAST-SOUTHEAST OF THE WEST CORNER OF THE PUMP HOUSE,
 DK8169'10.23 M (33.6 FT) SOUTHWEST OF THE SOUTH-SOUTHWEST OF EAST CORNER OF
 DK8169'THE PUMP HOUSE, 5.05 M (10.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 DK8169'THE DOUBLE DOOR ENTRANCE ON WEST SIDE OF THE PUMP HOUSE, AND 1.23 M
 DK8169'(4.6 FT) ABOVE THE GROUND.
 DK8169'
 DK8169'NOTE--NO STAMPING ON DISK.
 DK8169
 DK8169                          STATION RECOVERY (2023)
 DK8169
 DK8169'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DK8169'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF NEW
 DK8169'BALTIMORE, 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF MARINE CITY AND IN THE
 DK8169'TOWN OF ALGONAC, MI.
 DK8169'
 DK8169'DISK IS STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0256 ***********************************************************************
 NE0256  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0256  DESIGNATION -  901 4070 HYDRANT
 NE0256  PID         -  NE0256
 NE0256  STATE/COUNTY-  MI/ST CLAIR
 NE0256  COUNTRY     -  US
 NE0256  USGS QUAD   -  ALGONAC (2017)
 NE0256
 NE0256                         *CURRENT SURVEY CONTROL
 NE0256  ______________________________________________________________________
 NE0256* NAD 83(1986) POSITION- 42 37 18.     (N) 082 31 40.     (W)   SCALED
 NE0256* NAVD 88 ORTHO HEIGHT -   177.160 (meters)      581.23  (feet) ADJUSTED
 NE0256  ______________________________________________________________________
 NE0256  GEOID HEIGHT    -        -34.933 (meters)                     GEOID18
 NE0256  DYNAMIC HEIGHT  -        177.110 (meters)      581.07  (feet) COMP
 NE0256  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 NE0256
 NE0256  VERT ORDER      -  FIRST     CLASS 0
 NE0256
 NE0256.The horizontal coordinates were scaled from a map and have
 NE0256.an estimated accuracy of +/- 6 seconds.
 NE0256
 NE0256.The orthometric height was determined by differential leveling and
 NE0256.adjusted by the NATIONAL GEODETIC SURVEY
 NE0256.in June 1991.
 NE0256
 NE0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0256.GEOID18 height accuracy estimate available here.
 NE0256
 NE0256.This Water Level Mark is designated as VM 12978
 NE0256.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0256
 NE0256.Click photographs - Photos may exist for this station.
 NE0256
 NE0256.The dynamic height is computed by dividing the NAVD 88
 NE0256.geopotential number by the normal gravity value computed on the
 NE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0256.degrees latitude (g = 980.6199 gals.).
 NE0256
 NE0256.The modeled gravity was interpolated from observed gravity values.
 NE0256
 NE0256;                    North         East    Units  Estimated Accuracy
 NE0256;SPC MI S     -   126,240.    4,150,840.      MT  (+/- 180 meters Scaled)
 NE0256
 NE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747199(NAD 83)
 NE0256
 NE0256                          SUPERSEDED SURVEY CONTROL
 NE0256
 NE0256  NGVD 29 (11/26/84)  177.285  (m)          581.64   (f) ADJUSTED    1 0
 NE0256
 NE0256.Superseded values are not recommended for survey control.
 NE0256
 NE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0256.See file dsdata.pdf to determine how the superseded data were derived.
 NE0256
 NE0256_MARKER: I = METAL ROD
 NE0256_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0256+WITH SETTING: INFORMATION.
 NE0256_STAMPING: HYDRANT
 NE0256_PROJECTION: RECESSED 15 CENTIMETERS
 NE0256_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0256_ROD/PIPE-DEPTH: 2.1 meters
 NE0256
 NE0256  HISTORY     - Date     Condition        Report By
 NE0256  HISTORY     - 1956     MONUMENTED       USLS
 NE0256  HISTORY     - 1970     GOOD             USLS
 NE0256  HISTORY     - 1980     GOOD             NGS
 NE0256  HISTORY     - 19941103 GOOD             NOS
 NE0256  HISTORY     - 19951104 GOOD             NOS
 NE0256  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0256  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0256
 NE0256                          STATION DESCRIPTION
 NE0256
 NE0256'DESCRIBED BY US LAKE SURVEY 1970
 NE0256'AT ALGONAC.
 NE0256'HYDRANT IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0256'SOUTHWEST CORNER OF THE ST. CLAIR RIVER DRIVE AND GREEN STREET,
 NE0256'30.0 FEET SOUTH OF CENTERLINE OF GREEN STREET, 20.5 FEET WEST
 NE0256'OF CENTERLINE OF ST. CLAIR RIVER DRIVE, 9.8 FEET SOUTHEAST OF A
 NE0256'UTILITY POLE, 8.6 FEET NORTHEAST OF A FIRE HYDRANT, 0.9 FOOT FROM
 NE0256'STREET FACE OF CURB, 0.5 FOOT FROM SOUTH EDGE OF SIDE WALK,
 NE0256'1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 NE0256'OF A 1-INCH DIAMETER IRON ROD, 7 FEET LONG.  NOTE-- BM 1956
 NE0256
 NE0256                          STATION RECOVERY (1980)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0256'IN ALGONAC, AT THE SOUTHWEST CORNER OF THE JUNCTION OF GREEN STREET
 NE0256'AND ST CLAIR RIVER ROAD (STATE HIGHWAY 29) A 1-INCH STEEL ROD 0.5
 NE0256'FOOT BELOW THE GROUND, SET ON THE NORTHWEST EDGE OF ST CLAIR RIVER
 NE0256'DRIVE, 9.14 METERS (30.0 FEET) SOUTHWEST OF THE CENTER OF GREEN
 NE0256'STREET, 6.4 METERS (21.0 FEET) NORTHWEST OF THE CENTER LINE OF ST
 NE0256'CLAIR RIVER DRIVE, 2.5 METERS (8.3 FEET) EAST OF A FIRE HYDRANT,
 NE0256'3.11 METERS (10.2 FEET) SOUTH-SOUTHWEST OF A POWER POLE, NOTE AT
 NE0256'THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN
 NE0256'ALUMINUM ACCESS COVER AND STAMPED HYDRANT.
 NE0256'THE MARK IS 0.15 M BELOW GROUND.
 NE0256
 NE0256                          STATION RECOVERY (1994)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0256'HYDRANT IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0256'CORNER OF THE JUNCTION OF GREEN STREET AND ST CLAIR RIVER ROAD (STATE
 NE0256'HIGHWAY 29) A 1-INCH DIAMETER IRON ROD 2.1 METERS (6.9 FT) LONG, 0.15
 NE0256'METER (0.49 FT) BELOW THE GROUND, SET ON THE NORTHWEST EDGE OF ST
 NE0256'CLAIR RIVER DRIVE, 9.20 METERS (30.18 FT) SOUTHWEST OF THE CENTER OF
 NE0256'GREEN STREET, 6.52 METERS (21.39 FT) NORTHWEST OF THE CENTER LINE OF
 NE0256'ST CLAIR RIVER DRIVE, 2.53 METERS (8.30 FT) EAST OF A FIRE HYDRANT,
 NE0256'3.11 METERS (10.20 FT) SOUTH-SOUTHWEST OF A POWER POLE.  0.30 METERS
 NE0256'(0.98 FT) NORTHWEST OF THE NORTHWEST EDGE OF ST.  CLAIR RIVER ROAD.
 NE0256'THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER
 NE0256'AND STAMPED HYDRANT.
 NE0256
 NE0256                          STATION RECOVERY (1995)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0256'RECOVERED AS DESCRIBED.
 NE0256
 NE0256                          STATION RECOVERY (1999)
 NE0256
 NE0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0256'MARK NOT FOUND.
 NE0256
 NE0256                          STATION RECOVERY (2005)
 NE0256
 NE0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1578 ***********************************************************************
 DS1578  DESIGNATION -  901 4070 J
 DS1578  PID         -  DS1578
 DS1578  STATE/COUNTY-  MI/ST CLAIR
 DS1578  COUNTRY     -  US
 DS1578  USGS QUAD   -  ALGONAC (2017)
 DS1578
 DS1578                         *CURRENT SURVEY CONTROL
 DS1578  ______________________________________________________________________
 DS1578* NAD 83(2011) POSITION- 42 37 15.42855(N) 082 31 51.72247(W)   ADJUSTED
 DS1578* NAD 83(2011) ELLIP HT-   142.151 (meters)        (12/02/25)   ADJUSTED
 DS1578* NAD 83(2011) EPOCH   -  2010.00
 DS1578* NAVD 88 ORTHO HEIGHT -   177.105 (meters)      581.05  (feet) ADJUSTED
 DS1578  ______________________________________________________________________
 DS1578  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 DS1578  NAD 83(2011) X  -    611,036.599 (meters)                     COMP
 DS1578  NAD 83(2011) Y  - -4,660,790.186 (meters)                     COMP
 DS1578  NAD 83(2011) Z  -  4,296,707.379 (meters)                     COMP
 DS1578  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DS1578  DYNAMIC HEIGHT  -        177.055 (meters)      580.89  (feet) COMP
 DS1578  MODELED GRAVITY -    980,338.1   (mgal)                       NAVD 88
 DS1578
 DS1578  VERT ORDER      -  SECOND    CLASS I
 DS1578
 DS1578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1578  Standards:
 DS1578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1578  -------------------------------------------------------------------
 DS1578  NETWORK    0.48   0.88           0.22   0.17   0.45     -0.01612279
 DS1578  -------------------------------------------------------------------
 DS1578  Click here for local accuracies and other accuracy information.
 DS1578
 DS1578.The horizontal coordinates were established by GPS observations
 DS1578.and adjusted by the National Geodetic Survey in December 2025.
 DS1578
 DS1578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1578.been affixed to the stable North American tectonic plate. See 
 DS1578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1578
 DS1578.The horizontal coordinates are valid at the epoch date displayed above
 DS1578.which is a decimal equivalence of Year/Month/Day.
 DS1578
 DS1578.The orthometric height was determined by differential leveling and
 DS1578.adjusted by the NATIONAL GEODETIC SURVEY
 DS1578.in February 2025.
 DS1578
 DS1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1578.GEOID18 height accuracy estimate available here.
 DS1578
 DS1578.Click photographs - Photos may exist for this station.
 DS1578
 DS1578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1578
 DS1578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1578
 DS1578.The ellipsoidal height was determined by GPS observations
 DS1578.and is referenced to NAD 83.
 DS1578
 DS1578.The dynamic height is computed by dividing the NAVD 88
 DS1578.geopotential number by the normal gravity value computed on the
 DS1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1578.degrees latitude (g = 980.6199 gals.).
 DS1578
 DS1578.The modeled gravity was interpolated from observed gravity values.
 DS1578
 DS1578. The following values were computed from the NAD 83(2011) position.
 DS1578
 DS1578;                    North         East     Units Scale Factor Converg.
 DS1578;SPC MI S     -   126,153.827 4,150,571.680   MT  0.99991744   +1 14 57.1
 DS1578;SPC MI S     -   413,890.51 13,617,361.15   iFT  0.99991744   +1 14 57.1
 DS1578;UTM  17      - 4,719,859.687   374,442.327   MT  0.99979396   -1 02 12.7
 DS1578
 DS1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1578!SPC MI S     -   0.99997771  x   0.99991744  =   0.99989515
 DS1578!UTM  17      -   0.99997771  x   0.99979396  =   0.99977167
 DS1578
 DS1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7444219859(NAD 83)
 DS1578
 DS1578                          SUPERSEDED SURVEY CONTROL
 DS1578
 DS1578.No superseded survey control is available for this station.
 DS1578
 DS1578_MARKER: F = FLANGE-ENCASED ROD
 DS1578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1578_STAMPING: 4070 J 2019
 DS1578_MARK LOGO: NOS
 DS1578_PROJECTION: RECESSED 5 CENTIMETERS
 DS1578_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DS1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1578+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DS1578_ROD/PIPE-DEPTH: 26.9 meters
 DS1578_SLEEVE-DEPTH  : 1.2 meters
 DS1578
 DS1578  HISTORY     - Date     Condition        Report By
 DS1578  HISTORY     - 20191018 MONUMENTED       CO-OPS
 DS1578  HISTORY     - 20220822 GOOD             NGS
 DS1578  HISTORY     - 20230912 GOOD             CO-OPS
 DS1578
 DS1578                          STATION DESCRIPTION
 DS1578
 DS1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS1578'RECOVERED IN GOOD CONDITION.
 DS1578
 DS1578                          STATION RECOVERY (2023)
 DS1578
 DS1578'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DS1578'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST-SOUTHEAST OF NEW
 DS1578'BALTIMORE, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF MARINE CITY AND IN THE
 DS1578'TOWN OF ALGONAC, MI.
 DS1578'
 DS1578'TO REACH BENCH MARK 9014070 J IN ALGONAC, ST CLAIR COUNTY, MICHIGAN
 DS1578'FROM THE INTERSECTION OF STATE STREET AND SMITH STREET, HEAD SOUTHEAST
 DS1578'ON SMITH STREET FOR 0.44 KM.  THE BENCH MARK IS ON THE SOUTH SIDE OF
 DS1578'SMITH STREET IN THE SAME AREA AS THE ALGONAC SKATEPARK AT 407 CLAY ST
 DS1578'ALGONAC, MI 48001.
 DS1578'
 DS1578'BENCH MARK IS 36.9 M (121.1 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 DS1578'THE TRINITY UNITED METHODIST CHURCH, 36.8 M (120.7 FT) WEST OF A FIRE
 DS1578'HYDRANT, 9.9 M (32.5 FT) SOUTH OF THE CENTERLINE OF SMITH ST, 0.3 M
 DS1578'(1.0 FT) NORTH OF A WITNESS POST.  CHURCH ADDRESS IS 424 SMITH ST
 DS1578'ALGONAC, MI 48001.
 DS1578'
 DS1578'THE BENCH IS STAINLESS STEEL ROD DRIVEN TO 26.9 M (88.3 FT) WITH KICK
 DS1578'BLOCK AND NOS TIDAL LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1577 ***********************************************************************
 DS1577  DESIGNATION -  901 4070 JAO
 DS1577  PID         -  DS1577
 DS1577  STATE/COUNTY-  MI/ST CLAIR
 DS1577  COUNTRY     -  US
 DS1577  USGS QUAD   -  ALGONAC (2017)
 DS1577
 DS1577                         *CURRENT SURVEY CONTROL
 DS1577  ______________________________________________________________________
 DS1577* NAD 83(1986) POSITION- 42 37 16.08   (N) 082 31 36.09   (W)   HD_HELD1
 DS1577* NAVD 88 ORTHO HEIGHT -   177.143 (meters)      581.18  (feet) ADJUSTED
 DS1577  ______________________________________________________________________
 DS1577  GEOID HEIGHT    -        -34.933 (meters)                     GEOID18
 DS1577  DYNAMIC HEIGHT  -        177.093 (meters)      581.01  (feet) COMP
 DS1577  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 DS1577
 DS1577  VERT ORDER      -  SECOND    CLASS I
 DS1577
 DS1577.The horizontal coordinates were determined by differentially corrected
 DS1577.hand held GPS observations or other comparable positioning techniques
 DS1577.and have an estimated accuracy of +/- 3 meters.
 DS1577
 DS1577.The orthometric height was determined by differential leveling and
 DS1577.adjusted by the NATIONAL GEODETIC SURVEY
 DS1577.in February 2025.
 DS1577
 DS1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1577.GEOID18 height accuracy estimate available here.
 DS1577
 DS1577.Click photographs - Photos may exist for this station.
 DS1577
 DS1577.The dynamic height is computed by dividing the NAVD 88
 DS1577.geopotential number by the normal gravity value computed on the
 DS1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1577.degrees latitude (g = 980.6199 gals.).
 DS1577
 DS1577.The modeled gravity was interpolated from observed gravity values.
 DS1577
 DS1577;                    North         East    Units  Estimated Accuracy
 DS1577;SPC MI S     -   126,181.7   4,150,927.4     MT  (+/- 3 meters HH1 GPS) 
 DS1577
 DS1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7479819873(NAD 83)
 DS1577
 DS1577                          SUPERSEDED SURVEY CONTROL
 DS1577
 DS1577.No superseded survey control is available for this station.
 DS1577
 DS1577_MARKER: DB = BENCH MARK DISK
 DS1577_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS1577_SP_SET: GAUGE HOUSE FOUNDATION
 DS1577_STAMPING: JAO
 DS1577_MARK LOGO: NOS
 DS1577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1577+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DS1577
 DS1577  HISTORY     - Date     Condition        Report By
 DS1577  HISTORY     - 20110601 MONUMENTED       CO-OPS
 DS1577  HISTORY     - 20230912 GOOD             CO-OPS
 DS1577
 DS1577                          STATION DESCRIPTION
 DS1577
 DS1577'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DS1577'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF NEW
 DS1577'BALTIMORE, 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF MARINE CITY AND IN THE
 DS1577'TOWN OF ALGONAC, MI.
 DS1577'
 DS1577'TO REACH BENCH MARK 901 4070 JAO, AT ALGONAC, ST.CLAIR COUNTY,
 DS1577'MICHIGAN, AT THE ALGONAC WATER FILTRATION PLANT 1530 ST.CLAIR RIVER
 DS1577'DRIVE (STATE HIGHWAY 29) OPPOSITE THE JUNCTION OF GREEN STREET.  BENCH
 DS1577'MARK IS LOCATED ON THE NOS GAUGE HOUSE FOUNDATION, 5.50 M (18.0 FT)
 DS1577'SOUTHEAST OF A STEEL DHS CAMERA TOWER WITH CONCRETE BASE, 1.90 M (6.2
 DS1577'FT) NORTHWEST OF STEEL CAP ALONG RIVERS EDGE, 10 CM (4 INCHES)
 DS1577'NORTHEAST OF CONCRETE FOUNDATION OF THE NOS GAUGE, 0.8 M (2.6 FT)
 DS1577'ABOVE THE GROUND SURFACE.
 DS1577'
 DS1577'THE BENCH MARK IS A NOS DISK SET IN THE CONCRETE FOUNDATION TO THE
 DS1577'ALGONAC GAUGE HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0252 ***********************************************************************
 NE0252  DESIGNATION -  901 4070 NEW SCHOOL USLS
 NE0252  PID         -  NE0252
 NE0252  STATE/COUNTY-  MI/ST CLAIR
 NE0252  COUNTRY     -  US
 NE0252  USGS QUAD   -  ALGONAC (2017)
 NE0252
 NE0252                         *CURRENT SURVEY CONTROL
 NE0252  ______________________________________________________________________
 NE0252* NAD 83(1986) POSITION- 42 37 14.     (N) 082 31 57.     (W)   SCALED
 NE0252* NAVD 88 ORTHO HEIGHT -   178.290 (meters)      584.94  (feet) ADJUSTED
 NE0252  ______________________________________________________________________
 NE0252  GEOID HEIGHT    -        -34.930 (meters)                     GEOID18
 NE0252  DYNAMIC HEIGHT  -        178.240 (meters)      584.78  (feet) COMP
 NE0252  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 NE0252
 NE0252  VERT ORDER      -  FIRST     CLASS 0
 NE0252
 NE0252.The horizontal coordinates were scaled from a map and have
 NE0252.an estimated accuracy of +/- 6 seconds.
 NE0252
 NE0252.The orthometric height was determined by differential leveling and
 NE0252.adjusted by the NATIONAL GEODETIC SURVEY
 NE0252.in June 1991.
 NE0252
 NE0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0252.GEOID18 height accuracy estimate available here.
 NE0252
 NE0252.Click photographs - Photos may exist for this station.
 NE0252
 NE0252.The dynamic height is computed by dividing the NAVD 88
 NE0252.geopotential number by the normal gravity value computed on the
 NE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0252.degrees latitude (g = 980.6199 gals.).
 NE0252
 NE0252.The modeled gravity was interpolated from observed gravity values.
 NE0252
 NE0252;                    North         East    Units  Estimated Accuracy
 NE0252;SPC MI S     -   126,110.    4,150,450.      MT  (+/- 180 meters Scaled)
 NE0252
 NE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH743198(NAD 83)
 NE0252
 NE0252                          SUPERSEDED SURVEY CONTROL
 NE0252
 NE0252  NGVD 29 (11/26/84)  178.416  (m)          585.35   (f) ADJUSTED    1 0
 NE0252
 NE0252.Superseded values are not recommended for survey control.
 NE0252
 NE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0252.See file dsdata.pdf to determine how the superseded data were derived.
 NE0252
 NE0252_MARKER: Z = SEE DESCRIPTION
 NE0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0252_SP_SET: WATER TABLE
 NE0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0252
 NE0252  HISTORY     - Date     Condition        Report By
 NE0252  HISTORY     - 1926     MONUMENTED       USLS
 NE0252  HISTORY     - 1970     GOOD             USLS
 NE0252  HISTORY     - 1972     GOOD             LOCENG
 NE0252  HISTORY     - 1980     GOOD             NGS
 NE0252  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0252
 NE0252                          STATION DESCRIPTION
 NE0252
 NE0252'DESCRIBED BY US LAKE SURVEY 1970
 NE0252'AT ALGONAC.
 NE0252'NEW SCHOOL IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE WEST
 NE0252'CORNER OF CLAY AND WASHINGTON STREETS, ON WASHINGTON STREET FACE OF
 NE0252'THE SCHOOL, ON CLAY STREET SIDE OF BAY WINDOW NEAREST CLAY STREET,
 NE0252'0.97 FOOT FROM ANGLE WINDOW MAKES WITH WALL, 1.2 FEET BELOW THE
 NE0252'WATER TABLE, BEING CENTER OF SMALL HOLE IN END OF A 1/4-INCH
 NE0252'ROD SET INTO THE STONE WALL.  NOTE-- BM 1926.
 NE0252
 NE0252                          STATION RECOVERY (1972)
 NE0252
 NE0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 NE0252'CENTER OF SMALL HOLE IN END OF 1/4 IN. ROD SET INTO THE STONE WALL,
 NE0252'1.2 FEET BELOW THE WATER TABLE, ON FACE OF THE SCHOOL ON CLAY STREET
 NE0252'SIDE OF BAY WINDOW NEAREST CLAY ST. 0.97 FEET FROM ANGLE WINDOW MAKES
 NE0252'WITH WALL. NEW SCHOOL AT SOUTHWEST CORNER OF CLAY AND WASHINGTON
 NE0252'STREETS IN ALGONAC.
 NE0252
 NE0252                          STATION RECOVERY (1980)
 NE0252
 NE0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0252'IN ALGONAC AT THE ALGONAC COMMUNITY SCHOOL, AT THE JUNCTION OF
 NE0252'WASHINGTON AND CLAY STREETS, SET VERTICALLY 2-FEET ABOVE GROUND
 NE0252'IN THE NORTHEAST FACE OF THE STONE BLOCK FOUNDATION OF THE OCTAGON
 NE0252'SHAPED SOUTHEAST EXTENSION OF THE OLD SCHOOL BUILDING AT THE EAST
 NE0252'CORNER OF THE SCHOOL, NOTE THIS MARK IS A 1/4-INCH BRASS RIVIT
 NE0252'WITH A HOLE IN THE CENTER, 13.26 METERS (43.5 FEET) NORTHWEST OF
 NE0252'THE NORTHWEST EDGE OF THE SIDEWALK OF WASHINGTON STREET, 3.4 METERS
 NE0252'(10.1 FEET) SOUTHWEST OF THE EAST CORNER OF THE OLD BUILDING.
 NE0252'THE MARK IS 0.6 M ABOVE GROUND..
 NE0252
 NE0252                          STATION RECOVERY (1999)
 NE0252
 NE0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0253 ***********************************************************************
 NE0253  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0253  DESIGNATION -  901 4070 ORCHARD
 NE0253  PID         -  NE0253
 NE0253  STATE/COUNTY-  MI/ST CLAIR
 NE0253  COUNTRY     -  US
 NE0253  USGS QUAD   -  ALGONAC (2017)
 NE0253
 NE0253                         *CURRENT SURVEY CONTROL
 NE0253  ______________________________________________________________________
 NE0253* NAD 83(2011) POSITION- 42 37 15.64692(N) 082 31 44.10505(W)   ADJUSTED
 NE0253* NAD 83(2011) ELLIP HT-   142.165 (meters)        (09/20/18)   ADJUSTED
 NE0253* NAD 83(2011) EPOCH   -  2010.00
 NE0253* NAVD 88 ORTHO HEIGHT -   177.103 (meters)      581.05  (feet) ADJUSTED
 NE0253  ______________________________________________________________________
 NE0253  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 NE0253  NAD 83(2011) X  -    611,208.131 (meters)                     COMP
 NE0253  NAD 83(2011) Y  - -4,660,763.103 (meters)                     COMP
 NE0253  NAD 83(2011) Z  -  4,296,712.347 (meters)                     COMP
 NE0253  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 NE0253  DYNAMIC HEIGHT  -        177.054 (meters)      580.88  (feet) COMP
 NE0253  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 NE0253
 NE0253  VERT ORDER      -  FIRST     CLASS 0
 NE0253
 NE0253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0253  Standards:
 NE0253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0253  -------------------------------------------------------------------
 NE0253  NETWORK    0.56   1.82           0.23   0.23   0.93     -0.14768768
 NE0253  -------------------------------------------------------------------
 NE0253  Click here for local accuracies and other accuracy information.
 NE0253
 NE0253.The horizontal coordinates were established by GPS observations
 NE0253.and adjusted by the National Geodetic Survey in September 2018.
 NE0253
 NE0253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0253.been affixed to the stable North American tectonic plate. See 
 NE0253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0253
 NE0253.The horizontal coordinates are valid at the epoch date displayed above
 NE0253.which is a decimal equivalence of Year/Month/Day.
 NE0253
 NE0253.The orthometric height was determined by differential leveling and
 NE0253.adjusted by the NATIONAL GEODETIC SURVEY
 NE0253.in June 1991.
 NE0253
 NE0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0253.GEOID18 height accuracy estimate available here.
 NE0253
 NE0253.This Water Level Mark is designated as VM 12979
 NE0253.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0253
 NE0253.Click photographs - Photos may exist for this station.
 NE0253
 NE0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0253
 NE0253.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0253
 NE0253.The ellipsoidal height was determined by GPS observations
 NE0253.and is referenced to NAD 83.
 NE0253
 NE0253.The dynamic height is computed by dividing the NAVD 88
 NE0253.geopotential number by the normal gravity value computed on the
 NE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0253.degrees latitude (g = 980.6199 gals.).
 NE0253
 NE0253.The modeled gravity was interpolated from observed gravity values.
 NE0253
 NE0253. The following values were computed from the NAD 83(2011) position.
 NE0253
 NE0253;                    North         East     Units Scale Factor Converg.
 NE0253;SPC MI S     -   126,164.350 4,150,745.071   MT  0.99991744   +1 15 02.3
 NE0253;SPC MI S     -   413,925.03 13,617,930.02   iFT  0.99991744   +1 15 02.3
 NE0253;UTM  17      - 4,719,863.284   374,615.978   MT  0.99979342   -1 02 07.6
 NE0253
 NE0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0253!SPC MI S     -   0.99997770  x   0.99991744  =   0.99989515
 NE0253!UTM  17      -   0.99997770  x   0.99979342  =   0.99977113
 NE0253
 NE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7461519863(NAD 83)
 NE0253
 NE0253                          SUPERSEDED SURVEY CONTROL
 NE0253
 NE0253  NGVD 29 (11/26/84)  177.228  (m)          581.46   (f) ADJUSTED    1 0
 NE0253
 NE0253.Superseded values are not recommended for survey control.
 NE0253
 NE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0253.See file dsdata.pdf to determine how the superseded data were derived.
 NE0253
 NE0253_MARKER: F = FLANGE-ENCASED ROD
 NE0253_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0253+WITH SETTING: INFORMATION.
 NE0253_STAMPING: ORCHARD
 NE0253_MARK LOGO: NONE
 NE0253_PROJECTION: RECESSED 2 CENTIMETERS
 NE0253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0253+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 NE0253_ROD/PIPE-DEPTH: 2.1 meters
 NE0253
 NE0253  HISTORY     - Date     Condition        Report By
 NE0253  HISTORY     - 1954     MONUMENTED       USLS
 NE0253  HISTORY     - 1970     GOOD             USLS
 NE0253  HISTORY     - 1980     GOOD             NGS
 NE0253  HISTORY     - 19941103 GOOD             NOS
 NE0253  HISTORY     - 19951104 GOOD             NOS
 NE0253  HISTORY     - 19990625 GOOD             USPSQD
 NE0253  HISTORY     - 20050506 POOR             USPSQD
 NE0253  HISTORY     - 20080929 GOOD             MIDT
 NE0253  HISTORY     - 20151022 GOOD             NOS
 NE0253  HISTORY     - 20230912 GOOD             CO-OPS
 NE0253
 NE0253                          STATION DESCRIPTION
 NE0253
 NE0253'DESCRIBED BY US LAKE SURVEY 1970
 NE0253'AT ALGONAC.
 NE0253'ORCHARD IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0253'CORNER OF ST. CLAIR RIVER DRIVE AND ORCHARD STREET, 35.2 FEET
 NE0253'WEST OF CENTERLINE OF ST. CLAIR RIVER DRIVE, 23.0 FEET SOUTH
 NE0253'OF CENTERLINE ORCHARD STREET, 13.5 FEET NORTHWEST OF FIRE HYDRANT,
 NE0253'1.0 FOOT FROM NORTH EDGE OF ORCHARD STREET WALK, 1.0 FOOT FROM
 NE0253'WEST EDGE OF ST. CLAIR RIVER DRIVE WALK, 3/4-FOOT BELOW THE
 NE0253'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH DIAMETER
 NE0253'IRON REINFORCING ROD, 9 FEET LONG.  NOTE-- BM 1954.
 NE0253
 NE0253                          STATION RECOVERY (1980)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0253'IN ALGONAC, AT THE SOUTHWEST CORNER OF THE JUNCTION OF ORCHARD
 NE0253'STREET AND ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) SET ON THE NORTHEAS
 NE0253'SIDE OF THE JUNCTION OF THE TWO SIDEWALKS, 5.93 METERS (19.4 FEET)
 NE0253'EAST OF THE EAST CORNER OF THE BOTTOM STEP OF HOUSE NUMBER 1423 ST
 NE0253'CLAIR RIVER ROAD, 4.1 METERS (13.5 FEET) NORTH OF A FIRE HYDRANT,
 NE0253'NOTE THIS MARK IS A 3/4-INCH METAL ROD (REBAR) AT THIS TIME IT WAS
 NE0253'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND
 NE0253'STAMPED ORCHARD.
 NE0253'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0253
 NE0253                          STATION RECOVERY (1994)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0253'ORCHARD IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0253'CORNER OF THE JUNCTION OF ORCHARD STREET AND ST CLAIR RIVER DRIVE
 NE0253'(STATE HIGHWAY 29) SET ON THE NORTHEAST SIDE OF THE JUNCTION OF THE
 NE0253'TWO SIDEWALKS, 10.82 METERS (35.50 FT) WEST-NORTHWEST OF THE
 NE0253'CENTERLINE OF ST CLAIR RIVER DRIVE, 5.91 METERS (19.39 FT) EAST OF THE
 NE0253'EAST CORNER OF THE BOTTOM STEP OF HOUSE NUMBER 1423 ST CLAIR RIVER
 NE0253'DRIVE, 4.1 METERS (13.5 FT) NORTH OF A FIRE HYDRANT, NOTE THIS MARK IS
 NE0253'A 3/4-INCH IRON ROD (REBAR) 2.7 METERS (8.9 FT) LONG, ENCASED IN A
 NE0253'5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED ORCHARD.
 NE0253
 NE0253                          STATION RECOVERY (1995)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0253'RECOVERED AS DESCRIBED.
 NE0253
 NE0253                          STATION RECOVERY (1999)
 NE0253
 NE0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0253'RECOVERED IN GOOD CONDITION.
 NE0253
 NE0253                          STATION RECOVERY (2005)
 NE0253
 NE0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0253'ALUMINUM ACCESS COVER IS MISSING AND PIPE FOUND FILLED WITH DEBRIS.
 NE0253'STATION IN NEED OF REPAIR, BUT ROD IS INTACT.
 NE0253
 NE0253                          STATION RECOVERY (2008)
 NE0253
 NE0253'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 NE0253'RECOVERED AS DESCRIBED.
 NE0253
 NE0253                          STATION RECOVERY (2015)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (JDR)
 NE0253'RECOVERED AS DESCRIBED. THE MARK IS ENCASED IN A NGS LOGO FLANGE
 NE0253'STAMPED ---ORCHARD---.
 NE0253
 NE0253                          STATION RECOVERY (2023)
 NE0253
 NE0253'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 NE0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0258 ***********************************************************************
 NE0258  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0258  DESIGNATION -  901 4070 RIM
 NE0258  PID         -  NE0258
 NE0258  STATE/COUNTY-  MI/ST CLAIR
 NE0258  COUNTRY     -  US
 NE0258  USGS QUAD   -  ALGONAC (2017)
 NE0258
 NE0258                         *CURRENT SURVEY CONTROL
 NE0258  ______________________________________________________________________
 NE0258* NAD 83(1986) POSITION- 42 37 17.     (N) 082 31 40.     (W)   SCALED
 NE0258* NAVD 88 ORTHO HEIGHT -   176.535 (meters)      579.18  (feet) ADJUSTED
 NE0258  ______________________________________________________________________
 NE0258  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 NE0258  DYNAMIC HEIGHT  -        176.485 (meters)      579.02  (feet) COMP
 NE0258  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 NE0258
 NE0258  VERT ORDER      -  FIRST     CLASS 0
 NE0258
 NE0258.The horizontal coordinates were scaled from a map and have
 NE0258.an estimated accuracy of +/- 6 seconds.
 NE0258
 NE0258.The orthometric height was determined by differential leveling and
 NE0258.adjusted by the NATIONAL GEODETIC SURVEY
 NE0258.in October 1997.
 NE0258
 NE0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0258.GEOID18 height accuracy estimate available here.
 NE0258
 NE0258.This Water Level Mark is designated as VM 12976
 NE0258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0258
 NE0258.Click photographs - Photos may exist for this station.
 NE0258
 NE0258.The dynamic height is computed by dividing the NAVD 88
 NE0258.geopotential number by the normal gravity value computed on the
 NE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0258.degrees latitude (g = 980.6199 gals.).
 NE0258
 NE0258.The modeled gravity was interpolated from observed gravity values.
 NE0258
 NE0258;                    North         East    Units  Estimated Accuracy
 NE0258;SPC MI S     -   126,210.    4,150,840.      MT  (+/- 180 meters Scaled)
 NE0258
 NE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747199(NAD 83)
 NE0258
 NE0258                          SUPERSEDED SURVEY CONTROL
 NE0258
 NE0258  NAVD 88 (06/15/91)  176.538  (m)          579.19   (f) SUPERSEDED  1 0
 NE0258  NGVD 29 (11/26/84)  176.663  (m)          579.60   (f) ADJUSTED    1 0
 NE0258
 NE0258.Superseded values are not recommended for survey control.
 NE0258
 NE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0258.See file dsdata.pdf to determine how the superseded data were derived.
 NE0258
 NE0258_MARKER: Z = SEE DESCRIPTION
 NE0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0258+WITH SETTING: PAVEMENT
 NE0258_SP_SET: SLAB
 NE0258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0258+STABILITY: SURFACE MOTION
 NE0258
 NE0258  HISTORY     - Date     Condition        Report By
 NE0258  HISTORY     - 1952     MONUMENTED       USLS
 NE0258  HISTORY     - 1970     GOOD             USLS
 NE0258  HISTORY     - 1980     GOOD             NGS
 NE0258  HISTORY     - 19941103 GOOD             NOS
 NE0258  HISTORY     - 19951104 GOOD             NOS
 NE0258  HISTORY     - 19990625 GOOD             USPSQD
 NE0258  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0258  HISTORY     - 20080929 MARK NOT FOUND   MIDT
 NE0258
 NE0258                          STATION DESCRIPTION
 NE0258
 NE0258'DESCRIBED BY US LAKE SURVEY 1970
 NE0258'AT ALGONAC.
 NE0258'RIM IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, NEAR THE JUNCTION
 NE0258'OF ST. CLAIR RIVER DRIVE AND GREEN STREET, ON PROPERTY OF THE
 NE0258'ALGONAC WATER WORKS, ABOUT 80 FEET FROM THE ST. CLAIR RIVER,
 NE0258'41.7 FEET FROM FENCE ALONG UPRIVER SIDE OF THE PROPERTY, 18.8
 NE0258'FEET FROM FENCE ALONG DOWNRIVER SIDE OF THE PROPERTY, 0.3 FOOT
 NE0258'FROM A 1 INCH HOLE DRILLED INTO CONCRETE SLAB FORMING TOP OF
 NE0258'MANHOLE, ON RIVER EDGE OF STEEL RIM HOLDING THE MANHOLE COVER,
 NE0258'BEING HIGHEST POINT BETWEEN TWO PARALLEL DOTTED LINES PUNCHED
 NE0258'IN THE RIM.  NOTE-- BM 1952
 NE0258
 NE0258                          STATION RECOVERY (1980)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0258'IN ALGONAC, AT THE ALGONAC WATER FILTRATION PLANT 1530 ST CLAIR
 NE0258'RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE THE JUNCTION OF GREEN
 NE0258'STREET, THIS MARK IS THE HIGHEST POINT BETWEEN TWO PARALLEL
 NE0258'DOTTED LINES PUNCHED IN THE RIM OF A 24-INCH STEEL MANHOLE
 NE0258'COVER IN THE NORTHEAST END OF A 12 BY 5 FEET CONCRETE SLAB FLUSH
 NE0258'WITH THE GROUND, AND THE LAWN BEHIND THE PLANT, 22.8 METERS
 NE0258'(75.0 FEET) NORTHWEST OF THE STEEL BULKHEAD AT THE RIVER EDGE,
 NE0258'21.2 METERS (69.4 FEET) NORTHWEST OF THE ENTRANCE TO THE GAGE HOUSE,
 NE0258'0.76 METER (2.5 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 NE0258'CONCRETE SLAB, 0.52 METER (1.7 FEET) NORTHWEST OF THE SOUTHEAST
 NE0258'EDGE OF THE CONCRETE SLAB.
 NE0258'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0258
 NE0258                          STATION RECOVERY (1994)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0258'RIM IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE ALGONAC WATER
 NE0258'FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE
 NE0258'THE JUNCTION OF GREEN STREET, THIS MARK IS THE HIGHEST POINT BETWEEN
 NE0258'TWO PARALLEL DOTTED LINES PUNCHED IN THE RIM OF A 24-INCH STEEL
 NE0258'MANHOLE COVER IN THE NORTHEAST END OF A 12 BY 5 FEET (1.5 M) CONCRETE
 NE0258'SLAB FLUSH WITH THE GROUND, AND THE LAWN BEHIND THE PLANT, 22.8 METERS
 NE0258'(74.8 FT) NORTHWEST OF THE STEEL BULKHEAD AT THE RIVER EDGE, 21.2
 NE0258'METERS (69.6 FT) NORTHWEST OF THE ENTRANCE TO THE GAGE HOUSE, 0.76
 NE0258'METER (2.49 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SLAB,
 NE0258'0.52 METER (1.71 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 NE0258'SLAB.
 NE0258
 NE0258                          STATION RECOVERY (1995)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0258'RECOVERED AS DESCRIBED.
 NE0258
 NE0258                          STATION RECOVERY (1999)
 NE0258
 NE0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0258'RECOVERED IN GOOD CONDITION.
 NE0258
 NE0258                          STATION RECOVERY (2005)
 NE0258
 NE0258'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0258'MARK MAY HAVE BEEN DESTROYED WHEN NEW PUMP HOUSE WAS BUILT.
 NE0258
 NE0258                          STATION RECOVERY (2008)
 NE0258
 NE0258'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 NE0258'NOT RECOVERED.  NOTE--BELIEVED TO BE UNDER 18 INCHES OF HARD PACKED
 NE0258'GRAVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0255 ***********************************************************************
 NE0255  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0255  DESIGNATION -  901 4070 TREAT
 NE0255  PID         -  NE0255
 NE0255  STATE/COUNTY-  MI/ST CLAIR
 NE0255  COUNTRY     -  US
 NE0255  USGS QUAD   -  ALGONAC (2017)
 NE0255
 NE0255                         *CURRENT SURVEY CONTROL
 NE0255  ______________________________________________________________________
 NE0255* NAD 83(1986) POSITION- 42 37 16.9    (N) 082 31 40.2    (W)   HD_HELD2
 NE0255* NAVD 88 ORTHO HEIGHT -   176.918 (meters)      580.44  (feet) ADJUSTED
 NE0255  ______________________________________________________________________
 NE0255  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 NE0255  DYNAMIC HEIGHT  -        176.868 (meters)      580.27  (feet) COMP
 NE0255  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 NE0255
 NE0255  VERT ORDER      -  FIRST     CLASS 0
 NE0255
 NE0255.The horizontal coordinates were established by autonomous hand held GPS
 NE0255.observations and have an estimated accuracy of +/- 10 meters.
 NE0255
 NE0255.The orthometric height was determined by differential leveling and
 NE0255.adjusted by the NATIONAL GEODETIC SURVEY
 NE0255.in June 1991.
 NE0255
 NE0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0255.GEOID18 height accuracy estimate available here.
 NE0255
 NE0255.This Water Level Mark is designated as VM 12975
 NE0255.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0255
 NE0255.Click photographs - Photos may exist for this station.
 NE0255
 NE0255.The dynamic height is computed by dividing the NAVD 88
 NE0255.geopotential number by the normal gravity value computed on the
 NE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0255.degrees latitude (g = 980.6199 gals.).
 NE0255
 NE0255.The modeled gravity was interpolated from observed gravity values.
 NE0255
 NE0255;                    North         East    Units  Estimated Accuracy
 NE0255;SPC MI S     -   126,205.    4,150,833.      MT  (+/- 10 meters HH2 GPS)
 NE0255
 NE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7470519900(NAD 83)
 NE0255
 NE0255                          SUPERSEDED SURVEY CONTROL
 NE0255
 NE0255  NGVD 29 (11/26/84)  177.043  (m)          580.85   (f) ADJUSTED    1 0
 NE0255
 NE0255.Superseded values are not recommended for survey control.
 NE0255
 NE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0255.See file dsdata.pdf to determine how the superseded data were derived.
 NE0255
 NE0255_MARKER: Z = SEE DESCRIPTION
 NE0255_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0255_PROJECTION: RECESSED 30 CENTIMETERS
 NE0255_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0255+STABILITY: POSITION/ELEVATION WELL
 NE0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0255+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 NE0255_ROD/PIPE-DEPTH: 43.8 meters
 NE0255_SLEEVE-DEPTH  : 43.6 meters
 NE0255
 NE0255  HISTORY     - Date     Condition        Report By
 NE0255  HISTORY     - 1970     MONUMENTED       USLS
 NE0255  HISTORY     - 1970     GOOD             USLS
 NE0255  HISTORY     - 1980     GOOD             NGS
 NE0255  HISTORY     - 19941103 GOOD             NOS
 NE0255  HISTORY     - 19951104 GOOD             NOS
 NE0255  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0255  HISTORY     - 20050506 GOOD             USPSQD
 NE0255  HISTORY     - 20080929 GOOD             MIDT
 NE0255  HISTORY     - 20230912 GOOD             CO-OPS
 NE0255
 NE0255                          STATION DESCRIPTION
 NE0255
 NE0255'DESCRIBED BY US LAKE SURVEY 1970
 NE0255'AT ALGONAC.
 NE0255'TREAT IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT ALGONAC WATER
 NE0255'TREATMENT PLANT, 76.5 FEET WESTERLY OF A 30-INCH DIAMETER TREE,
 NE0255'71.4 FEET SOUTHWEST OF WEST CORNER OF 40 X 40 X 2 FOOT CONCRETE
 NE0255'FOUNDATION SOUTHEAST OF PLANT, 60.4 FEET WESTERLY OF A UTILITY
 NE0255'POLE, 48.4 FEET SOUTHERLY OF EAST CORNER, 11.6 FEET EASTERLY
 NE0255'OF SOUTH CORNER AND 7.1 FEET SOUTHEAST OF SOUTHEAST FACE OF
 NE0255'FILTER BUILDING, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING
 NE0255'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0255'DIAMETER GALVANIZED STEEL PIPE, 144 FEET DEEP.  THE PIPE IS ENCASED
 NE0255'IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A
 NE0255'6-INCH DIAMETER CONCRETE PIPE WITH COVER, 1-FOOT BELOW THE GROUND
 NE0255'SURFACE.
 NE0255
 NE0255                          STATION RECOVERY (1980)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0255'IN ALGONAC AT THE ALGONAC WATER FILTRATION PLANT 1530 ST CLAIR
 NE0255'RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE THE JUNCTION OF GREEN STREET,
 NE0255'SET NEAR THE SOUTH CORNER OF THE PLANT 0.5 FOOT BELOW THE GROUND.
 NE0255'5.8 METERS (19.0 FEET) NORTHEAST OF A CHAIN LINK FENCE, 3.5 METERS
 NE0255'11.5 FEET) EAST OF THE SOUTH CORNER OF THE PLANT, 2.2 METERS (7.1
 NE0255'FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE PLANT, NOTE THIS MARK
 NE0255'IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0255'GALVANIZED PIPE ENCASED IN A 1-INCH STEEL PIPE 43.8 METERS LONG.
 NE0255'THE MARK IS 0.15 M BELOW GROUND..
 NE0255
 NE0255                          STATION RECOVERY (1994)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0255'TREAT IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE ALGONAC WATER
 NE0255'FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE
 NE0255'THE JUNCTION OF GREEN STREET, SET NEAR THE SOUTH CORNER OF THE PLANT
 NE0255'1.0 FOOT (0.3 M) BELOW THE GROUND.  5.8 METERS (19.0 FT) NORTHEAST OF
 NE0255'A CHAIN LINK FENCE, 3.5 METERS (11.5 FT) EAST OF THE SOUTH CORNER OF
 NE0255'THE PLANT, 2.2 METERS (7.2 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 NE0255'PLANT, NOTE THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 NE0255'3/8-INCH GALVANIZED PIPE ENCASED IN A 1-INCH STEEL PIPE 43.8 METERS
 NE0255'(143.7 FT) LONG, AND PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE AND
 NE0255'AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0255
 NE0255                          STATION RECOVERY (1995)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0255'RECOVERED AS DESCRIBED.
 NE0255
 NE0255                          STATION RECOVERY (1999)
 NE0255
 NE0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0255'MARK NOT FOUND.
 NE0255
 NE0255                          STATION RECOVERY (2005)
 NE0255
 NE0255'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0255'WITNESS POST IS IN PLACE.
 NE0255
 NE0255                          STATION RECOVERY (2008)
 NE0255
 NE0255'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 NE0255'RECOVERED AS DESCRIBED.
 NE0255
 NE0255                          STATION RECOVERY (2023)
 NE0255
 NE0255'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 NE0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0014 ***********************************************************************
 NE0014  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0014  DESIGNATION -  901 4080 ANGLER
 NE0014  PID         -  NE0014
 NE0014  STATE/COUNTY-  MI/ST CLAIR
 NE0014  COUNTRY     -  US
 NE0014  USGS QUAD   -  ST. CLAIR (2017)
 NE0014
 NE0014                         *CURRENT SURVEY CONTROL
 NE0014  ______________________________________________________________________
 NE0014* NAD 83(1986) POSITION- 42 48 45.2    (N) 082 29 12.6    (W)   HD_HELD2
 NE0014* NAVD 88 ORTHO HEIGHT -   180.747 (meters)      593.00  (feet) ADJUSTED
 NE0014  ______________________________________________________________________
 NE0014  GEOID HEIGHT    -        -34.995 (meters)                     GEOID18
 NE0014  DYNAMIC HEIGHT  -        180.699 (meters)      592.84  (feet) COMP
 NE0014  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 NE0014
 NE0014  VERT ORDER      -  FIRST     CLASS 0
 NE0014
 NE0014.The horizontal coordinates were established by autonomous hand held GPS
 NE0014.observations and have an estimated accuracy of +/- 10 meters.
 NE0014
 NE0014.The orthometric height was determined by differential leveling and
 NE0014.adjusted by the NATIONAL GEODETIC SURVEY
 NE0014.in June 1991.
 NE0014
 NE0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0014.GEOID18 height accuracy estimate available here.
 NE0014
 NE0014.This Water Level Mark is designated as VM 12986
 NE0014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0014
 NE0014.Click photographs - Photos may exist for this station.
 NE0014
 NE0014.The dynamic height is computed by dividing the NAVD 88
 NE0014.geopotential number by the normal gravity value computed on the
 NE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0014.degrees latitude (g = 980.6199 gals.).
 NE0014
 NE0014.The modeled gravity was interpolated from observed gravity values.
 NE0014
 NE0014;                    North         East    Units  Estimated Accuracy
 NE0014;SPC MI S     -   147,511.    4,153,722.      MT  (+/- 10 meters HH2 GPS)
 NE0014
 NE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7844141071(NAD 83)
 NE0014
 NE0014                          SUPERSEDED SURVEY CONTROL
 NE0014
 NE0014  NGVD 29 (11/26/84)  180.870  (m)          593.40   (f) ADJUSTED    1 0
 NE0014
 NE0014.Superseded values are not recommended for survey control.
 NE0014
 NE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0014.See file dsdata.pdf to determine how the superseded data were derived.
 NE0014
 NE0014_MARKER: DD = SURVEY DISK
 NE0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0014_STAMPING: ANGLER
 NE0014_PROJECTION: RECESSED 3 CENTIMETERS
 NE0014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0014_ROD/PIPE-DEPTH: 4.8 meters
 NE0014
 NE0014  HISTORY     - Date     Condition        Report By
 NE0014  HISTORY     - 1970     MONUMENTED       USLS
 NE0014  HISTORY     - 1970     GOOD             USLS
 NE0014  HISTORY     - 1980     GOOD             NGS
 NE0014  HISTORY     - 1983     GOOD             USPSQD
 NE0014  HISTORY     - 19941027 GOOD             NOS
 NE0014  HISTORY     - 19951102 GOOD             NOS
 NE0014  HISTORY     - 19990605 GOOD             USPSQD
 NE0014  HISTORY     - 20050410 GOOD             USPSQD
 NE0014
 NE0014                          STATION DESCRIPTION
 NE0014
 NE0014'DESCRIBED BY US LAKE SURVEY 1970
 NE0014'AT ST CLAIR.
 NE0014'ANGLER IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, OPPOSITE THE
 NE0014'MICHIGAN STATE POLICE POST, 149 FEET WEST OF CENTERLINE OF
 NE0014'HIGHWAY M-29, 95.3 FEET SOUTHEAST OF UTILITY POLE 634, 49.4 FEET
 NE0014'NORTHEAST OF MOST NORTHWESTERLY CORNER, 8.0 FEET NORTH OF
 NE0014'NORTHEAST CORNER AND IN LINE WITH EAST FACE OF THE ANGLER ROD
 NE0014'COMPANYS CINDER BLOCK BUILDING, AT 1426 HIGHWAY M-29, 1/2 FOOT
 NE0014'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8
 NE0014'INCH DIAMETER COPPER-COATED STEEL ROD, 16 FEET LONG.  NOTE-- PREV.
 NE0014'DESIG. BM ANGLER 1970
 NE0014
 NE0014                          STATION RECOVERY (1980)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0014'IN ST CLAIR, AT THE ANGLER ROD COMPANY 1426 HIGHWAY 29, 0.8 KILOMETER
 NE0014'(0.5 MILE) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE
 NE0014'OVER THE PINE RIVER, DIRECTLY ACROSS HIGHWAY 29 FROM THE MICHIGAN
 NE0014'STATE POLICE STATION, SET NORTH OF THE NORTHEAST CORNER OF THE ANGLER
 NE0014'ROD COMPANY BUILDING, 45.4 METERS (149 FEET) WEST OF THE CENTER LINE
 NE0014'OF HIGHWAY 29, 28.9 METERS (95 FEET) SOUTHEAST OF POWER POLE 634 WITH
 NE0014'A TRANSFORMER, 2.4 METERS (8 FEET) NORTH OF THE NORTHEAST CORNER OF
 NE0014'THE BUILDING.  NOTE, AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH
 NE0014'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED ANGLER AND IS
 NE0014'FLUSH WITH THE GROUND.
 NE0014'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1983)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0014'ABOUT 0.5 MILES SOUTH OF THE OPERATIONS HOUSE OF THE DRAWBRIDGE OVER
 NE0014'THE PINE RIVER IN ST. CLAIR, DIRECTLY ACROSS THE HIGHWAY FROM THE
 NE0014'MICHIGAN STATE POLICE POST. SET NORTH OF THE NORTHEAST CORNER OF THE
 NE0014'ANGLER ROD CO. BUILDING, 149 FEET WEST OF THE CENTERLINE OF M-29, 95
 NE0014'FEET SOUTHEAST OF POWER POLO 634 (WITH TRANSFORMER) 8 FEET NORTH OF
 NE0014'THE NORTHEAST CORNER OF THE BUILDING. ROD ENCASED IN 5-INCH PVC PIPE
 NE0014'WITH AN ALUMINUM ACCESS COVER STAMPED 'ANGLER' AND FLUSH WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1994)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0014'ANGLER IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, OPPOSITE THE
 NE0014'MICHIGAN STATE POLICE POST, AT THE ANGLER ROD COMPANY 1426 RIVERSIDE
 NE0014'DRIVE (STATE HIGHWAY 29) , 0.8 KILOMETER (0.50 MI) SOUTH OF THE
 NE0014'OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, SET
 NE0014'NORTH OF THE NORTHEAST CORNER OF THE ANGLER ROD COMPANY BUILDING, 45.4
 NE0014'METERS (148.9 FT) WEST OF THE CENTER LINE OF HIGHWAY 29, 29.1 METERS
 NE0014'(95.5 FT) SOUTHEAST OF POWER POLE NUMBER 634 WITH A TRANSFORMER, 2.4
 NE0014'METERS (7.9 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, BEING
 NE0014'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 NE0014'4.9 METERS (16.1 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH AN
 NE0014'ALUMINUM ACCESS COVER.  MARK IS 6 INCHES BELOW GROUND, ACCESS COVER IS
 NE0014'FLUSH WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1995)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0014'RECOVERED AS DESCRIBED.
 NE0014
 NE0014                          STATION RECOVERY (1999)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0014'RECOVERED IN GOOD CONDITION.
 NE0014
 NE0014                          STATION RECOVERY (2005)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0018 ***********************************************************************
 NE0018  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0018  DESIGNATION -  901 4080 C 32 A
 NE0018  PID         -  NE0018
 NE0018  STATE/COUNTY-  MI/ST CLAIR
 NE0018  COUNTRY     -  US
 NE0018  USGS QUAD   -  ST. CLAIR (2017)
 NE0018
 NE0018                         *CURRENT SURVEY CONTROL
 NE0018  ______________________________________________________________________
 NE0018* NAD 83(1986) POSITION- 42 48 58.4    (N) 082 29 12.2    (W)   HD_HELD2
 NE0018* NAVD 88 ORTHO HEIGHT -   183.629 (meters)      602.46  (feet) ADJUSTED
 NE0018  ______________________________________________________________________
 NE0018  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 NE0018  DYNAMIC HEIGHT  -        183.580 (meters)      602.30  (feet) COMP
 NE0018  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 NE0018
 NE0018  VERT ORDER      -  FIRST     CLASS 0
 NE0018
 NE0018.The horizontal coordinates were established by autonomous hand held GPS
 NE0018.observations and have an estimated accuracy of +/- 10 meters.
 NE0018
 NE0018.The orthometric height was determined by differential leveling and
 NE0018.adjusted by the NATIONAL GEODETIC SURVEY
 NE0018.in June 1991.
 NE0018
 NE0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0018.GEOID18 height accuracy estimate available here.
 NE0018
 NE0018.This Water Level Mark is designated as VM 12988
 NE0018.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0018
 NE0018.Click photographs - Photos may exist for this station.
 NE0018
 NE0018.The dynamic height is computed by dividing the NAVD 88
 NE0018.geopotential number by the normal gravity value computed on the
 NE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0018.degrees latitude (g = 980.6199 gals.).
 NE0018
 NE0018.The modeled gravity was interpolated from observed gravity values.
 NE0018
 NE0018;                    North         East    Units  Estimated Accuracy
 NE0018;SPC MI S     -   147,919.    4,153,722.      MT  (+/- 10 meters HH2 GPS)
 NE0018
 NE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7845841478(NAD 83)
 NE0018
 NE0018                          SUPERSEDED SURVEY CONTROL
 NE0018
 NE0018  NGVD 29 (11/26/84)  183.753  (m)          602.86   (f) ADJUSTED    1 0
 NE0018
 NE0018.Superseded values are not recommended for survey control.
 NE0018
 NE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0018.See file dsdata.pdf to determine how the superseded data were derived.
 NE0018
 NE0018_MARKER: DD = SURVEY DISK
 NE0018_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0018_SP_SET: BUILDING FOUNDATION
 NE0018_STAMPING: RCH C-32A 1939
 NE0018_MARK LOGO: USLS
 NE0018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0018+STABILITY: SURFACE MOTION
 NE0018
 NE0018  HISTORY     - Date     Condition        Report By
 NE0018  HISTORY     - 1939     MONUMENTED       USLS
 NE0018  HISTORY     - 1970     GOOD             USLS
 NE0018  HISTORY     - 1980     GOOD             NGS
 NE0018  HISTORY     - 1983     GOOD             USPSQD
 NE0018  HISTORY     - 19941027 GOOD             NOS
 NE0018  HISTORY     - 19951102 GOOD             NOS
 NE0018  HISTORY     - 19990605 GOOD             USPSQD
 NE0018  HISTORY     - 20050410 GOOD             USPSQD
 NE0018  HISTORY     - 20190506 GOOD             INDIV
 NE0018
 NE0018                          STATION DESCRIPTION
 NE0018
 NE0018'DESCRIBED BY US LAKE SURVEY 1970
 NE0018'AT ST CLAIR.
 NE0018'C 32A IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0018'NORTHEAST CORNER OF RIVERSIDE AVENUE AND LAURE STREET, ON LAURE
 NE0018'STREET FACE OF BUILDING OCCUPIED BY THE SCHLINKERT FUEL AND
 NE0018'SUPPLY COMPANY, ACROSS FROM NO. 1214 RIVERSIDE AVENUE, 50.1 FEET
 NE0018'FROM THE SOUTHWEST CORNER, 2-3/4 FEET ABOVE THE PAVEMENT,
 NE0018'BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC SET INTO THE
 NE0018'CONCRETE FOUNDATION.  NOTE-- PREV. DESIG. BM C 32 A 1939
 NE0018
 NE0018                          STATION RECOVERY (1980)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0018'IN ST CLAIR, SET VERTICALLY 3 FEET ABOVE THE GROUND IN THE SOUTH FACE
 NE0018'OF THE CONCRETE FOUNDATION OF THE DIAMOND CRYSTAL SALT CO. RESEARCH
 NE0018'LABORATORY BUILDING AT 1213 HIGHWAY 29. A RED SINGLE STORY BUILDING
 NE0018'AT THE NORTHEAST CORNER OF THE INTERSECTION OF LAURE STREET AND
 NE0018'HIGHWAY 29, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE OPERATION HOUSE OF
 NE0018'THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, 30.34 METERS (99.5
 NE0018'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 15.2 METERS (50.1 FEET)
 NE0018'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 5.64 METERS (18.5 FEET)
 NE0018'WEST OF A ELECTRIC METER ON THE SOUTH FACE OF THE BUILDING.
 NE0018'THE MARK IS 0.9 M ABOVE HIGHWAY.
 NE0018
 NE0018                          STATION RECOVERY (1983)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0018'ABOUT 3 FEET ABOVE GROUND IN THE SOUTH FACE OF THE CONCRETE
 NE0018'FOUNDATION OF THE DIAMOND CRYSTAL SALT CO. RESEARCH LABORATORY
 NE0018'BUILDING AT 1213 HIGHWAY M-29. A RED SINGLE -STORY BUILDING AT THE
 NE0018'NORTHEAST CORNER OF INTERSECTION OF LAURE STREET AND M-29, BEING MILE
 NE0018'SOUTH OF THE OPERATION HOUSE OF THE DRAWBRIDGE OVER THE PINE RIVER,
 NE0018'50.1 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 18.5 FEET
 NE0018'WEST OF THE DETROIT EDISON ELECTRIC METER ON THE SOUTH FACE OF THE
 NE0018'BUILDING.
 NE0018
 NE0018                          STATION RECOVERY (1994)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0018'BM C 32A IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, SET VERTICALLY
 NE0018'0.9 METER (3.0 FT) ABOVE THE GROUND IN THE SOUTH FACE OF THE CONCRETE
 NE0018'FOUNDATION OF THE AKZO SALT COOMPANY BUILDING AT 1213 RIVERSIDE AVENUE
 NE0018'(STATE HIGHWAY 29) , A GRAY SINGLE STORY BUILDING AT THE NORTHEAST
 NE0018'CORNER OF THE INTERSECTION OF LAURE STREET AND STATE HIGHWAY 29, 0.5
 NE0018'KILOMETER (0.30 MI) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29
 NE0018'DRAW BRIDGE OVER THE PINE RIVER, 30.5 METERS (100.1 FT) EAST OF THE
 NE0018'CENTER LINE OF THE HIGHWAY, 15.2 METERS (49.9 FT) EAST OF THE
 NE0018'SOUTHWEST CORNER OF THE BUILDING, 5.64 METERS (18.50 FT) WEST OF A
 NE0018'ELECTRIC METER ON THE SOUTH FACE OF THE BUILDING, 8.0 METERS (26.2 FT)
 NE0018'NORTH OF THE CENTER LINE OF GRAVEL ROAD ON SOUTH SIDE OF BUILDING.
 NE0018
 NE0018                          STATION RECOVERY (1995)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0018'RECOVERED AS DESCRIBED.
 NE0018
 NE0018                          STATION RECOVERY (1999)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0018'RECOVERED IN GOOD CONDITION.
 NE0018
 NE0018                          STATION RECOVERY (2005)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0018'STATION RECOVERY NOTE FROM 1994 IS AN ACCURATE DESCRIPTION FOR THE
 NE0018'LOCATION OF THE MARK, BUT THE SALT COMPANY NAME HAS CHANGED FROM AKZO
 NE0018'TO CARGILL.  THE COLOR OF THE BUILDING THE MARK IS SET IN HAS CHANGED
 NE0018'FROM GRAY TO TAN, AND THE MARK IS PAINTED OVER BUT STILL VERY VISIBLE.
 NE0018'
 NE0018
 NE0018                          STATION RECOVERY (2019)
 NE0018
 NE0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (SJS)
 NE0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0016 ***********************************************************************
 NE0016  DESIGNATION -  901 4080 CAP USLS
 NE0016  PID         -  NE0016
 NE0016  STATE/COUNTY-  MI/ST CLAIR
 NE0016  COUNTRY     -  US
 NE0016  USGS QUAD   -  ST. CLAIR (2017)
 NE0016
 NE0016                         *CURRENT SURVEY CONTROL
 NE0016  ______________________________________________________________________
 NE0016* NAD 83(1986) POSITION- 42 48 45.     (N) 082 29 09.     (W)   SCALED
 NE0016* NAVD 88 ORTHO HEIGHT -   176.340 (meters)      578.54  (feet) ADJUSTED
 NE0016  ______________________________________________________________________
 NE0016  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 NE0016  DYNAMIC HEIGHT  -        176.292 (meters)      578.38  (feet) COMP
 NE0016  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 NE0016
 NE0016  VERT ORDER      -  FIRST     CLASS 0
 NE0016
 NE0016.The horizontal coordinates were scaled from a map and have
 NE0016.an estimated accuracy of +/- 6 seconds.
 NE0016
 NE0016.The orthometric height was determined by differential leveling and
 NE0016.adjusted by the NATIONAL GEODETIC SURVEY
 NE0016.in June 1991.
 NE0016
 NE0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0016.GEOID18 height accuracy estimate available here.
 NE0016
 NE0016.Click photographs - Photos may exist for this station.
 NE0016
 NE0016.The dynamic height is computed by dividing the NAVD 88
 NE0016.geopotential number by the normal gravity value computed on the
 NE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0016.degrees latitude (g = 980.6199 gals.).
 NE0016
 NE0016.The modeled gravity was interpolated from observed gravity values.
 NE0016
 NE0016;                    North         East    Units  Estimated Accuracy
 NE0016;SPC MI S     -   147,510.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0016
 NE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785410(NAD 83)
 NE0016
 NE0016                          SUPERSEDED SURVEY CONTROL
 NE0016
 NE0016  NGVD 29 (11/26/84)  176.462  (m)          578.94   (f) ADJUSTED    1 0
 NE0016
 NE0016.Superseded values are not recommended for survey control.
 NE0016
 NE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0016.See file dsdata.pdf to determine how the superseded data were derived.
 NE0016
 NE0016_MARKER: Q = CHISELED SQUARE
 NE0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0016_SP_SET: STEEL CAPPING
 NE0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0016
 NE0016  HISTORY     - Date     Condition        Report By
 NE0016  HISTORY     - 1970     MONUMENTED       USLS
 NE0016  HISTORY     - 1970     GOOD             USLS
 NE0016  HISTORY     - 1980     GOOD             NGS
 NE0016  HISTORY     - 1983     GOOD             USPSQD
 NE0016  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0016  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0016
 NE0016                          STATION DESCRIPTION
 NE0016
 NE0016'DESCRIBED BY US LAKE SURVEY 1970
 NE0016'AT ST CLAIR.
 NE0016'CAP IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON STEEL CAPPING
 NE0016'NEAR MICHIGAN STATE POLICE BOATHOUSE AT 1419 HIGHWAY M-29, 43.6
 NE0016'FEET NORTHWEST OF ANGLE IN STEEL SHEET PILING RETAINING WALL,
 NE0016'2.4 FEET EAST OF SOUTHEAST CORNER AND IN LINE WITH SOUTH FACE
 NE0016'OF BOATHOUSE, BEING HIGHEST POINT IN A SQUARE FORMED BY THREE
 NE0016'CHISELED LINES AND THE SOUTHWEST EDGE OF THE STEEL CAPPING.
 NE0016'NOTE-- PREV. DESIG. BM CAP 1970
 NE0016
 NE0016                          STATION RECOVERY (1980)
 NE0016
 NE0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0016'IN ST CLAIR, AT THE MICHIGAN STATE POLICE STATION AT 1419 HIGHWAY 29,
 NE0016'0.8 KILOMETER (0.5 MILE) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY
 NE0016'29 DRAW BRIDGE OVER THE PINE RIVER, NOTE, THIS MARK IS A 1 INCH X 1
 NE0016'INCH CHISELED SQUARE CUT IN TOP OF THE STEEL BULK HEAD AT THE RIVERS
 NE0016'EDGE, AT THE SOUTHEAST CORNER OF THE BRICK BOAT HOUSE FOR THE POLICE
 NE0016'STATION, 7.16 METERS (23.5 FEET) WEST OF BENCH MARK A 237, 1.1 METERS
 NE0016'(3.6 FEET) SOUTHEAST OF THE NORTHWEST END OF THE METAL BULK HEAD, AND
 NE0016'0.76 METER (2.5 FEET) EAST OF THE SOUTHEAST CORNER OF THE BOAT HOUSE.
 NE0016'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0016
 NE0016                          STATION RECOVERY (1983)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0016'IN ST CLAIR AT THE MICHIGAN STATE POLICE POST ON HIGHWAY M-29. THIS
 NE0016'MARK IS ONE INCH SQUARE CHISELED SQUARE CUT IN TOP OF METAL
 NE0016'BREAKWATER AT THE RIVER'S EDGE--AT THE SOUTHEAST CORNER OF THE BRICK
 NE0016'BOAT HOUSE, 237 FT. WEST OF BENCH MARK A 237, 3.6 FEET SOUTHEAST OF
 NE0016'THE NORTHWEST END OF THE STEEL BREAKWATER, 2.5 FEET EAST OF THE
 NE0016'SOUTHEAST CORNER OF THE BOATHOUSE--ABOUT LEVEL WITH THE GROUND.
 NE0016'MARKED WITH A SPLASH OF WHITE PAINT.
 NE0016
 NE0016                          STATION RECOVERY (1999)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0016'MARK NOT FOUND.
 NE0016
 NE0016                          STATION RECOVERY (2005)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0016'STATION RECOVERY DESCRIPTION FROM 1983 REQUIRES REVISION.  MICHIGAN
 NE0016'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACE BY A PRIVATE
 NE0016'RESIDENCE AT 1417 RIVERSIDE.  BRICK BOAT HOUSE HAS BEEN REMOVED ALSO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9129 ***********************************************************************
 AC9129  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9129  DESIGNATION -  901 4080 F
 AC9129  PID         -  AC9129
 AC9129  STATE/COUNTY-  MI/ST CLAIR
 AC9129  COUNTRY     -  US
 AC9129  USGS QUAD   -  ST. CLAIR (2017)
 AC9129
 AC9129                         *CURRENT SURVEY CONTROL
 AC9129  ______________________________________________________________________
 AC9129* NAD 83(2011) POSITION- 42 48 57.47194(N) 082 29 09.80663(W)   ADJUSTED
 AC9129* NAD 83(2011) ELLIP HT-   147.184 (meters)        (06/27/12)   ADJUSTED
 AC9129* NAD 83(2011) EPOCH   -  2010.00
 AC9129* NAVD 88 ORTHO HEIGHT -   182.164 (meters)      597.65  (feet) ADJUSTED
 AC9129  ______________________________________________________________________
 AC9129  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 AC9129  NAD 83(2011) X  -    612,773.722 (meters)                     COMP
 AC9129  NAD 83(2011) Y  - -4,645,742.290 (meters)                     COMP
 AC9129  NAD 83(2011) Z  -  4,312,627.129 (meters)                     COMP
 AC9129  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 AC9129  DYNAMIC HEIGHT  -        182.115 (meters)      597.49  (feet) COMP
 AC9129  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 AC9129
 AC9129  VERT ORDER      -  SECOND    CLASS I
 AC9129
 AC9129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9129  Standards:
 AC9129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9129  -------------------------------------------------------------------
 AC9129  NETWORK    0.33   0.78           0.15   0.12   0.40     -0.02052391
 AC9129  -------------------------------------------------------------------
 AC9129  Click here for local accuracies and other accuracy information.
 AC9129
 AC9129.The horizontal coordinates were established by GPS observations
 AC9129.and adjusted by the National Geodetic Survey in June 2012.
 AC9129
 AC9129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9129.been affixed to the stable North American tectonic plate. See 
 AC9129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9129
 AC9129.The horizontal coordinates are valid at the epoch date displayed above
 AC9129.which is a decimal equivalence of Year/Month/Day.
 AC9129
 AC9129.The orthometric height was determined by differential leveling and
 AC9129.adjusted by the NATIONAL GEODETIC SURVEY
 AC9129.in October 1997.
 AC9129
 AC9129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9129.GEOID18 height accuracy estimate available here.
 AC9129
 AC9129.This Water Level Mark is designated as VM 12987
 AC9129.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9129
 AC9129.Click photographs - Photos may exist for this station.
 AC9129
 AC9129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9129
 AC9129.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9129
 AC9129.The ellipsoidal height was determined by GPS observations
 AC9129.and is referenced to NAD 83.
 AC9129
 AC9129.The dynamic height is computed by dividing the NAVD 88
 AC9129.geopotential number by the normal gravity value computed on the
 AC9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9129.degrees latitude (g = 980.6199 gals.).
 AC9129
 AC9129.The modeled gravity was interpolated from observed gravity values.
 AC9129
 AC9129. The following values were computed from the NAD 83(2011) position.
 AC9129
 AC9129;                    North         East     Units Scale Factor Converg.
 AC9129;SPC MI S     -   147,891.283 4,153,776.568   MT  0.99990760   +1 16 47.3
 AC9129;SPC MI S     -   485,207.62 13,627,875.88   iFT  0.99990760   +1 16 47.3
 AC9129;UTM  17      - 4,741,449.191   378,511.976   MT  0.99978158   -1 00 36.4
 AC9129
 AC9129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9129!SPC MI S     -   0.99997692  x   0.99990760  =   0.99988452
 AC9129!UTM  17      -   0.99997692  x   0.99978158  =   0.99975850
 AC9129
 AC9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7851141449(NAD 83)
 AC9129
 AC9129                          SUPERSEDED SURVEY CONTROL
 AC9129
 AC9129  NAD 83(2007)-  42 48 57.47203(N)    082 29 09.80765(W) AD(2002.00) A
 AC9129  ELLIP H (10/11/07)  147.207  (m)                       GP(2002.00) 4 2
 AC9129  NAVD 88             182.16   (m)          597.6    (f) LEVELING    3  
 AC9129
 AC9129.Superseded values are not recommended for survey control.
 AC9129
 AC9129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9129.See file dsdata.pdf to determine how the superseded data were derived.
 AC9129
 AC9129_MARKER: DJ = TIDAL STATION DISK
 AC9129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9129_STAMPING: 4080 F 1993
 AC9129_MARK LOGO: NOS
 AC9129_PROJECTION: RECESSED 5 CENTIMETERS
 AC9129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9129+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 AC9129_ROD/PIPE-DEPTH: 4.88 meters
 AC9129
 AC9129  HISTORY     - Date     Condition        Report By
 AC9129  HISTORY     - 1993     MONUMENTED       NOS
 AC9129  HISTORY     - 19941027 GOOD             NOS
 AC9129  HISTORY     - 19951102 GOOD             NOS
 AC9129  HISTORY     - 19990605 GOOD             USPSQD
 AC9129  HISTORY     - 2005     GOOD             NGS
 AC9129  HISTORY     - 20050410 GOOD             USPSQD
 AC9129  HISTORY     - 20100608 GOOD             MIDT
 AC9129  HISTORY     - 20150812 GOOD             NGS
 AC9129  HISTORY     - 20190506 GOOD             INDIV
 AC9129  HISTORY     - 20220822 GOOD             NGSCOR
 AC9129
 AC9129                          STATION DESCRIPTION
 AC9129
 AC9129'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9129'BM 4080 F IS AT ST CLAIR, ST CLAIR COUNTY, MICHIGAN, ON THE PROPERTY
 AC9129'OF THE AKZO SALT COMPANY, NORTH-NORTHEAST OF THE INTERSECTION OF
 AC9129'RIVERSIDE DRIVE AND LAURE STREET, 8.6 METERS (28.2 FT) EAST-SOUTHEAST
 AC9129'OF LAURE STREET, 21.1 METERS (69.2 FT) SOUTHEAST OF POWER POLE NUMBER
 AC9129'74, 17.7 METERS (58.1 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 AC9129'ALUMINUM STORAGE SHED BELONGING TO AKZO SALT COMPANY, 0.95 METER (3.12
 AC9129'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF ALUMINUM STORAGE SHED,
 AC9129'BEING HIGHEST POINT ON TOP OF BRONZE DISC CRIMPED ATOP A 5/8-INCH
 AC9129'DIAMETER STAINLESS STEEL ROD DRIVEN 4.9 METERS (16.1 FT) TO REFUSAL,
 AC9129'AND ENCASED IN A 5-INCH PVC PIPE WITH ALUMINUM ACCESS COVER.
 AC9129
 AC9129                          STATION RECOVERY (1995)
 AC9129
 AC9129'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9129'RECOVERED AS DESCRIBED.
 AC9129
 AC9129                          STATION RECOVERY (1999)
 AC9129
 AC9129'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9129'RECOVERED IN GOOD CONDITION.
 AC9129
 AC9129                          STATION RECOVERY (2005)
 AC9129
 AC9129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AC9129'RECOVERED AS DESCRIBED.  NOTE--THE NEARBY STORAGE SHED PRESENTS A
 AC9129'CONSIDERABLE SOURCE OF SIGNAL MULTIPATH.
 AC9129
 AC9129                          STATION RECOVERY (2005)
 AC9129
 AC9129'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9129'STATION RECOVERY DESCRIPTION FROM 1994 HAS CHANGED.  POWER POLES HAVE
 AC9129'BEEN REDONE AND ARE NOT MUCH HELP FOR LOCATING MARK.  NAME OF SALT
 AC9129'COMPANY HAS CHANGED FROM AKZO TO CARGILL.  MARK IS 3 FEET SOUTH OF
 AC9129'SOUTHWEST CORNER OF SHED.  ORANGE WITNESS POST IS IN PLACE AND IN GOOD
 AC9129'CONDITION.
 AC9129
 AC9129                          STATION RECOVERY (2010)
 AC9129
 AC9129'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 AC9129'RECOVERED AS DESCRIBED WITH THE FOLLOWING, METAL SHED HAS BEEN REMOVED
 AC9129'AND A FENCE ERECTED.
 AC9129
 AC9129                          STATION RECOVERY (2015)
 AC9129
 AC9129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AC9129'RECOVERED AS DESCRIBED.
 AC9129
 AC9129                          STATION RECOVERY (2019)
 AC9129
 AC9129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (SJS)
 AC9129'RECOVERED IN GOOD CONDITION.
 AC9129
 AC9129                          STATION RECOVERY (2022)
 AC9129
 AC9129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AC9129'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF RATTLE
 AC9129'RUN, 6.7 MI (10.8 KM) NORTH OF MARINE CITY AND 0.7 MI (1.1 KM)
 AC9129'SOUTH-SOUTHEAST OF SAINT CLAIR.  OWNERSHIP--CARGILL SALT INCORPORATED,
 AC9129'916 S RIVERSIDE AVENUE, PARCEL NUMBER: 74-07-091-0055-000.
 AC9129'
 AC9129'TO REACH FROM THE POST OFFICE AT 202 TRUMBULL STREET, ST CLAIR, MI
 AC9129'48079, GO EAST ON TRUMBULL ST FOR 0.05 MI (0.08 KM) TO THE
 AC9129'INTERSECTION OF SECOND STREET.  TURN LEFT ON SECOND STREET FOR 0.05 MI
 AC9129'(0.08 KM) TO THE INTERSECTION OF JAY STREET.  TURN RIGHT ON JAY STREET
 AC9129'FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF S RIVERSIDE AVENUE.  TURN
 AC9129'RIGHT ON RIVERSIDE AVENUE FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 AC9129'LAURA STREET AND A GRAVEL DRIVEWAY FOR THE CARGILL COMPANY ON THE
 AC9129'LEFT.  TURN LEFT ON THE DRIVEWAY FOR 0.05 MI (0.08 KM) TO A PAVED
 AC9129'STREET RIGHT (OAKLAND AVE).  TURN RIGHT ON OAKLAND AVENUE FOR ABOUT 60
 AC9129'FT (18.3 M) TO THE MARK ON THE LEFT NEAR A CHAIN-LINK FENCE CORNER.
 AC9129'
 AC9129'IT IS 35.95 M (117.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AC9129'RESTAURANT/CONVENIENCE STORE (JET'S PIZZA/RIVERSIDE STOP-N-SHOP),
 AC9129'14.95 M (49.0 FT) SOUTH OF A SECURITY LIGHT POLE #L58B4165, 13.8 M
 AC9129'(45.3 FT) WEST OF A 14-INCH (36 CM) MAPLE TREE ALONG THE FENCE LINE,
 AC9129'8.84 M (29.0 FT) EAST OF THE CENTER OF OAKLAND AVENUE, 0.88 M (2.9 FT)
 AC9129'SOUTH-SOUTHWEST OF A WITNESS POST, 0.8 M (2.6 FT) SOUTH OF THE FENCE
 AC9129'CORNER POST AND ABOUT LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0017 ***********************************************************************
 NE0017  DESIGNATION -  901 4080 FUZZ USLS
 NE0017  PID         -  NE0017
 NE0017  STATE/COUNTY-  MI/ST CLAIR
 NE0017  COUNTRY     -  US
 NE0017  USGS QUAD   -  ST. CLAIR (2017)
 NE0017
 NE0017                         *CURRENT SURVEY CONTROL
 NE0017  ______________________________________________________________________
 NE0017* NAD 83(1986) POSITION- 42 48 45.     (N) 082 29 09.     (W)   SCALED
 NE0017* NAVD 88 ORTHO HEIGHT -   176.408 (meters)      578.77  (feet) ADJUSTED
 NE0017  ______________________________________________________________________
 NE0017  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 NE0017  DYNAMIC HEIGHT  -        176.360 (meters)      578.61  (feet) COMP
 NE0017  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 NE0017
 NE0017  VERT ORDER      -  FIRST     CLASS 0
 NE0017
 NE0017.The horizontal coordinates were scaled from a map and have
 NE0017.an estimated accuracy of +/- 6 seconds.
 NE0017
 NE0017.The orthometric height was determined by differential leveling and
 NE0017.adjusted by the NATIONAL GEODETIC SURVEY
 NE0017.in June 1991.
 NE0017
 NE0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0017.GEOID18 height accuracy estimate available here.
 NE0017
 NE0017.Click photographs - Photos may exist for this station.
 NE0017
 NE0017.The dynamic height is computed by dividing the NAVD 88
 NE0017.geopotential number by the normal gravity value computed on the
 NE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0017.degrees latitude (g = 980.6199 gals.).
 NE0017
 NE0017.The modeled gravity was interpolated from observed gravity values.
 NE0017
 NE0017;                    North         East    Units  Estimated Accuracy
 NE0017;SPC MI S     -   147,510.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0017
 NE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785410(NAD 83)
 NE0017
 NE0017                          SUPERSEDED SURVEY CONTROL
 NE0017
 NE0017  NGVD 29 (??/??/92)  176.536  (m)          579.19   (f) ADJ UNCH    1 0
 NE0017
 NE0017.Superseded values are not recommended for survey control.
 NE0017
 NE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0017.See file dsdata.pdf to determine how the superseded data were derived.
 NE0017
 NE0017_MARKER: DD = SURVEY DISK
 NE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0017+STABILITY: SURFACE MOTION
 NE0017
 NE0017  HISTORY     - Date     Condition        Report By
 NE0017  HISTORY     - UNK      MONUMENTED       USLS
 NE0017  HISTORY     - 1970     GOOD             USLS
 NE0017  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0017  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0017  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0017
 NE0017                          STATION DESCRIPTION
 NE0017
 NE0017'DESCRIBED BY US LAKE SURVEY 1970
 NE0017'AT ST CLAIR.
 NE0017'FUZZ A HORIZONTAL CONTROL MARK OF THE DETROIT DISTRICT ENGINEERS
 NE0017'OFFICE, IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0017'MICHIGAN STATE POLICE POST NO. 1419, HIGHWAY M-29, 86.0 FEET
 NE0017'SOUTH OF SOUTHEAST CORNER OF BRICK BOATHOUSE, 52.0 FEET SOUTHERLY
 NE0017'OF ANGLE AND 7.6 FEET NORTHWEST OF A SOUTHWEST CORNER IN STEEL
 NE0017'SHEET PILING RETAINING WALL, FLUSH WITH THE GROUND SURFACE,
 NE0017'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0017'INTO THE TOP OF A 6 INCH DIAMETER CONCRETE POST.  NOTE-- PREV.
 NE0017'DESIG. BM FUZZ
 NE0017
 NE0017                          STATION RECOVERY (1980)
 NE0017
 NE0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0017'NOT RECOVERED, AREA DESCRIBED ALL MATCHES BUT MARK COULD NOT BE FOUND.
 NE0017
 NE0017                          STATION RECOVERY (1999)
 NE0017
 NE0017'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0017'MARK NOT FOUND.
 NE0017
 NE0017                          STATION RECOVERY (2005)
 NE0017
 NE0017'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0017'STATION RECOVERY DESCRIPTION FROM 1970 REQUIRES REVISION.  MICHIGAN
 NE0017'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACE BY A PRIVATE
 NE0017'RESIDENCE AT 1417 RIVERSIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0015 ***********************************************************************
 NE0015  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0015  DESIGNATION -  901 4080 MSP
 NE0015  PID         -  NE0015
 NE0015  STATE/COUNTY-  MI/ST CLAIR
 NE0015  COUNTRY     -  US
 NE0015  USGS QUAD   -  ST. CLAIR (2017)
 NE0015
 NE0015                         *CURRENT SURVEY CONTROL
 NE0015  ______________________________________________________________________
 NE0015* NAD 83(2011) POSITION- 42 48 45.51665(N) 082 29 09.84744(W)   ADJUSTED
 NE0015* NAD 83(2011) ELLIP HT-   143.521 (meters)        (06/27/12)   ADJUSTED
 NE0015* NAD 83(2011) EPOCH   -  2010.00
 NE0015* NAVD 88 ORTHO HEIGHT -   178.523 (meters)      585.70  (feet) ADJUSTED
 NE0015  ______________________________________________________________________
 NE0015  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 NE0015  NAD 83(2011) X  -    612,805.239 (meters)                     COMP
 NE0015  NAD 83(2011) Y  - -4,645,988.325 (meters)                     COMP
 NE0015  NAD 83(2011) Z  -  4,312,354.010 (meters)                     COMP
 NE0015  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 NE0015  DYNAMIC HEIGHT  -        178.475 (meters)      585.55  (feet) COMP
 NE0015  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 NE0015
 NE0015  VERT ORDER      -  FIRST     CLASS 0
 NE0015
 NE0015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0015  Standards:
 NE0015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0015  -------------------------------------------------------------------
 NE0015  NETWORK    0.33   0.53           0.15   0.11   0.27      0.09967116
 NE0015  -------------------------------------------------------------------
 NE0015  Click here for local accuracies and other accuracy information.
 NE0015
 NE0015.The horizontal coordinates were established by GPS observations
 NE0015.and adjusted by the National Geodetic Survey in June 2012.
 NE0015
 NE0015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0015.been affixed to the stable North American tectonic plate. See 
 NE0015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0015
 NE0015.The horizontal coordinates are valid at the epoch date displayed above
 NE0015.which is a decimal equivalence of Year/Month/Day.
 NE0015
 NE0015.The orthometric height was determined by differential leveling and
 NE0015.adjusted by the NATIONAL GEODETIC SURVEY
 NE0015.in October 1997.
 NE0015
 NE0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0015.GEOID18 height accuracy estimate available here.
 NE0015
 NE0015.This Water Level Mark is designated as VM 12985
 NE0015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0015
 NE0015.Click photographs - Photos may exist for this station.
 NE0015
 NE0015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0015
 NE0015.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0015
 NE0015.The ellipsoidal height was determined by GPS observations
 NE0015.and is referenced to NAD 83.
 NE0015
 NE0015.The dynamic height is computed by dividing the NAVD 88
 NE0015.geopotential number by the normal gravity value computed on the
 NE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0015.degrees latitude (g = 980.6199 gals.).
 NE0015
 NE0015.The modeled gravity was interpolated from observed gravity values.
 NE0015
 NE0015. The following values were computed from the NAD 83(2011) position.
 NE0015
 NE0015;                    North         East     Units Scale Factor Converg.
 NE0015;SPC MI S     -   147,522.471 4,153,783.880   MT  0.99990767   +1 16 47.3
 NE0015;SPC MI S     -   483,997.61 13,627,899.87   iFT  0.99990767   +1 16 47.3
 NE0015;UTM  17      - 4,741,080.428   378,504.548   MT  0.99978160   -1 00 36.2
 NE0015
 NE0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0015!SPC MI S     -   0.99997749  x   0.99990767  =   0.99988516
 NE0015!UTM  17      -   0.99997749  x   0.99978160  =   0.99975910
 NE0015
 NE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7850441080(NAD 83)
 NE0015
 NE0015                          SUPERSEDED SURVEY CONTROL
 NE0015
 NE0015  NAD 83(2007)-  42 48 45.51676(N)    082 29 09.84824(W) AD(2002.00) 1
 NE0015  ELLIP H (06/10/07)  143.534  (m)                       GP(2002.00) 4 1
 NE0015  NAVD 88 (06/10/07)  178.5    (m)  GEOID03  model used  GPS OBS        
 NE0015  NAVD 88 (06/15/91)  178.526  (m)          585.71   (f) SUPERSEDED  1 0
 NE0015  NGVD 29 (11/26/84)  178.648  (m)          586.11   (f) ADJUSTED    1 0
 NE0015
 NE0015.Superseded values are not recommended for survey control.
 NE0015
 NE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0015.See file dsdata.pdf to determine how the superseded data were derived.
 NE0015
 NE0015_MARKER: F = FLANGE-ENCASED ROD
 NE0015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0015_STAMPING: MSP
 NE0015_MARK LOGO: USLS
 NE0015_PROJECTION: RECESSED 23 CENTIMETERS
 NE0015_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0015+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 NE0015_ROD/PIPE-DEPTH: 6.1 meters
 NE0015
 NE0015  HISTORY     - Date     Condition        Report By
 NE0015  HISTORY     - 1970     MONUMENTED       USLS
 NE0015  HISTORY     - 1970     GOOD             USLS
 NE0015  HISTORY     - 1980     GOOD             NGS
 NE0015  HISTORY     - 1983     GOOD             USPSQD
 NE0015  HISTORY     - 19941027 GOOD             NOS
 NE0015  HISTORY     - 19951102 GOOD             NOS
 NE0015  HISTORY     - 19990605 POOR             USPSQD
 NE0015  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0015  HISTORY     - 20061212 GOOD             MIDT
 NE0015
 NE0015                          STATION DESCRIPTION
 NE0015
 NE0015'DESCRIBED BY US LAKE SURVEY 1970
 NE0015'AT ST CLAIR.
 NE0015'M S P IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0015'STATE POLICE POST, 47 FEET EAST OF CENTERLINE OF HIGHWAY M-29,
 NE0015'31.0 FEET NORTHWEST OF 3 INCH MAPLE, 28.5 FEET NORTHEAST OF A
 NE0015'UTILITY POLE, 12.7 FEET SOUTHEAST OF SOUTHWEST CORNER OF BOTTOM
 NE0015'STEP OF PORCH LEADING TO POST, 1.6 FEET WEST OF SOUTHWEST
 NE0015'CORNER AND IN LINE WITH SOUTH FACE OF STATE POLICE BUILDING AT
 NE0015'1419 HIGHWAY M-29, 3/4 FOOT BELOW THE GROUND SURFACE, BEING
 NE0015'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER-COATED ROD,
 NE0015'20 FEET LONG.  NOTE-- PREV. DESIG. BM MSP 1970
 NE0015
 NE0015                          STATION RECOVERY (1980)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0015'IN ST CLAIR, AT THE MICHIGAN STATE POLICE POST AT 1419 RIVERSIDE
 NE0015'AVENUE (STATE HIGHWAY 29), 14.3 METERS (47 FEET) EAST OF THE
 NE0015'CENTER LINE OF THE HIGHWAY, 3.8 METER (12.7 FEET) SOUTHEAST OF THE
 NE0015'SOUTHWEST EDGE OF THE BOTTOM STEP LEADING TO THE MAIN ENTRANCE TO THE
 NE0015'POLICE STATION, 0.48 METERS (1.6 FEET) WEST OF THE SOUTHWEST CORNER
 NE0015'AND IN LINE WITH THE SOUTH FACE OF THE POLICE STATION.
 NE0015'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NE0015
 NE0015                          STATION RECOVERY (1983)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0015'IN ST. CLAIR, MI, AT MICH. STATE POLICE POST ON M-29, 47' EAST OF
 NE0015'CENTERLINE OF HIGHWAY, 12.7' SOUTHEAST OF SOUTHWEST EDGE OF STEP
 NE0015'LEADING TO ENTRANCE, 1.6' WEST OF SOUTHWEST CORNER OF BUILDING IN
 NE0015'LINE WITH FACE OF SOUTHSIDE OF BUILDING. A COPPER CLAD STEEL ROD SET
 NE0015'TO DEPTH OF 6.1 METERS ENCASED IN A PIPE RECERSSED 23 CENTIMETERS.
 NE0015'TOP OF PIPE NEW RECESSED APPROX. 14' BELOW TOP OF SOD, ABOUT LEVEL
 NE0015'WITH HIGHWAY. NECESSARY TO DIG DOWN TO FIND CAP ON PIPE.
 NE0015
 NE0015                          STATION RECOVERY (1994)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0015'BM MSP IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0015'STATE POLICE POST AT 1419 RIVERSIDE DRIVE (STATE HIGHWAY 29) , 14.7
 NE0015'METERS (48.2 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 5.2 METERS
 NE0015'(17.1 FT) SOUTH OF THE MAIN ENTRANCE TO THE POLICE BUILDING, 3.8 METER
 NE0015'(12.5 FT) SOUTHEAST OF THE SOUTHWEST EDGE OF THE BOTTOM STEP LEADING
 NE0015'TO THE MAIN ENTRANCE TO THE POLICE STATION, 0.48 METERS (1.57 FT) WEST
 NE0015'OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE OF THE POLICE
 NE0015'STATION, BEING HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL
 NE0015'ROD, 6.1 METERS (20.0 FT) LONG.  MARK IS .6 METERS (2.0 FT) BELOW
 NE0015'GROUND.
 NE0015
 NE0015                          STATION RECOVERY (1995)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0015'RECOVERED IN GOOD CONDITION.  NOTE--AT THE FORMER MICHIGAN STATE
 NE0015'POLICE POST.  MARK HAS A 5-INCH PVC PIPE AND ALUMINUM ACCESS COVER,
 NE0015'STAMPED MSP, SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND.
 NE0015
 NE0015                          STATION RECOVERY (1999)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0015'MARK RECOVERED IN POOR CONDITION.
 NE0015
 NE0015                          STATION RECOVERY (2005)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0015'STATION RECOVERY DESCRIPTION FROM 1994 REQUIRES REVISION.  MICHIGAN
 NE0015'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY PRIVATE
 NE0015'RESIDENCES.  MARK COULD NOT BE LOCATED BY 1994 DIRECTIONS, AND SUSPECT
 NE0015'HAS BEEN DESTROYED AS HOUSE HAS BEEN CONSTRUCTED THERE NOW.
 NE0015
 NE0015                          STATION RECOVERY (2006)
 NE0015
 NE0015'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (TSS)
 NE0015'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0942 ***********************************************************************
 NE0942  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0942  DESIGNATION -  901 4080 POLICE
 NE0942  PID         -  NE0942
 NE0942  STATE/COUNTY-  MI/ST CLAIR
 NE0942  COUNTRY     -  US
 NE0942  USGS QUAD   -  ST. CLAIR (2017)
 NE0942
 NE0942                         *CURRENT SURVEY CONTROL
 NE0942  ______________________________________________________________________
 NE0942* NAD 83(1986) POSITION- 42 48 43.5    (N) 082 29 08.3    (W)   HD_HELD2
 NE0942* NAVD 88 ORTHO HEIGHT -   176.465 (meters)      578.95  (feet) ADJUSTED
 NE0942  ______________________________________________________________________
 NE0942  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 NE0942  DYNAMIC HEIGHT  -        176.418 (meters)      578.80  (feet) COMP
 NE0942  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 NE0942
 NE0942  VERT ORDER      -  SECOND    CLASS I
 NE0942
 NE0942.The horizontal coordinates were established by autonomous hand held GPS
 NE0942.observations and have an estimated accuracy of +/- 10 meters.
 NE0942
 NE0942.The orthometric height was determined by differential leveling and
 NE0942.adjusted by the NATIONAL GEODETIC SURVEY
 NE0942.in May 2000.
 NE0942
 NE0942.No vertical observational check was made to the station.
 NE0942
 NE0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0942.GEOID18 height accuracy estimate available here.
 NE0942
 NE0942.This Water Level Mark is designated as VM 12984
 NE0942.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0942
 NE0942.Click photographs - Photos may exist for this station.
 NE0942
 NE0942.The dynamic height is computed by dividing the NAVD 88
 NE0942.geopotential number by the normal gravity value computed on the
 NE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0942.degrees latitude (g = 980.6199 gals.).
 NE0942
 NE0942.The modeled gravity was interpolated from observed gravity values.
 NE0942
 NE0942;                    North         East    Units  Estimated Accuracy
 NE0942;SPC MI S     -   147,461.    4,153,820.      MT  (+/- 10 meters HH2 GPS)
 NE0942
 NE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7853841017(NAD 83)
 NE0942
 NE0942                          SUPERSEDED SURVEY CONTROL
 NE0942
 NE0942  NAVD 88 (06/15/91)  176.475  (m)          578.99   (f) SUPERSEDED  1 2
 NE0942  NGVD 29 (11/26/84)  176.597  (m)          579.39   (f) ADJUSTED    1 2
 NE0942
 NE0942.Superseded values are not recommended for survey control.
 NE0942
 NE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0942.See file dsdata.pdf to determine how the superseded data were derived.
 NE0942
 NE0942_MARKER: DD = SURVEY DISK
 NE0942_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0942_SP_SET: FOUNDATION
 NE0942_STAMPING: POLICE
 NE0942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0942+STABILITY: SURFACE MOTION
 NE0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0942+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0942
 NE0942  HISTORY     - Date     Condition        Report By
 NE0942  HISTORY     - 1970     MONUMENTED       USLS
 NE0942  HISTORY     - 1980     GOOD             NGS
 NE0942  HISTORY     - 19941027 GOOD             NOS
 NE0942  HISTORY     - 19951102 GOOD             NOS
 NE0942  HISTORY     - 19990605 GOOD             USPSQD
 NE0942  HISTORY     - 20050410 GOOD             USPSQD
 NE0942
 NE0942                          STATION DESCRIPTION
 NE0942
 NE0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0942'IN ST CLAIR.
 NE0942'IN ST CLAIR, AT THE ST CLAIR POST OF THE MICHIGAN STATE POLICE, 0.08
 NE0942'KILOMETERS (0.05 MILE) EAST OF THE CENTER LINE OF HIGHWAY 29, SET IN
 NE0942'THE CONCRETE FOUNDATION OF THE NOAA WATER GAGE HOUSE, 5.2 METERS
 NE0942'(17 FEET) EASTNORTHEAST OF UTILITY POLE NUMBER 30 G 6, 2.5 METERS
 NE0942'(8.2 FEET) SOUTH OF THE NORTHWEST CORNER OF THE GAGE HOUSE, 0.14
 NE0942'METERS (0.47 FEET) WEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE,
 NE0942'NOTE, MARK IS NOW UNDER CEMENT BLOCKS, BUT IS STILL ACCESIBLE FOR
 NE0942'LEVELS.  ALSO NOTE AN INVAR STRIP WILL HAVE TO BE USED TO LEVEL TO
 NE0942'THIS MARK AS THE ROOF IS LOW AND STICKS OUT OVER THE MARK MAKING
 NE0942'IT IMPOSSIBLE TO USE A LEVEL ROD.
 NE0942'THE MARK IS 1.0 M ABOVE GROUND.
 NE0942
 NE0942                          STATION RECOVERY (1994)
 NE0942
 NE0942'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0942'BM POLICE IS IN ST CLAIR, ST CLAIR COUNTY, MICHIGAN, AT THE ST CLAIR
 NE0942'POST OF THE MICHIGAN STATE POLICE AT 1419 RIVERSIDE DRIVE (STATE
 NE0942'HIGHWAY 29) , 0.8 KILOMETERS (0.50 MI) SOUTH OF THE OPERATION HOUSE OF
 NE0942'THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, 80 METERS (262.5 FT)
 NE0942'EAST OF THE CENTER LINE OF HIGHWAY 29, SET IN THE CONCRETE FOUNDATION
 NE0942'OF THE NOAA WATER GAGE HOUSE, 15.8 METERS (51.8 FT) WEST OF THE EAST
 NE0942'FACE OF THE STEEL BULKHEAD, 5.2 METERS (17.1 FT) EAST-NORTHEAST OF
 NE0942'UTILITY POLE NUMBER 30 G 6, 2.5 METERS (8.2 FT) SOUTH OF THE NORTHWEST
 NE0942'CORNER OF THE GAGE HOUSE, 0.14 METERS (0.46 FT) WEST OF THE SOUTHWEST
 NE0942'CORNER OF THE GAGE HOUSE, BEING A STANDARD DISC 0.9 METER (3.0 FT)
 NE0942'BELOW THE GROUND, PROTECTED BY PVC PIPE AND ALUMINUM ACCESS COVER
 NE0942'FLUSH WITH THE GROUND.
 NE0942
 NE0942                          STATION RECOVERY (1995)
 NE0942
 NE0942'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0942'RECOVERED AS DESCRIBED.
 NE0942
 NE0942                          STATION RECOVERY (1999)
 NE0942
 NE0942'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0942'RECOVERED IN GOOD CONDITION.
 NE0942
 NE0942                          STATION RECOVERY (2005)
 NE0942
 NE0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0942'STATION RECOVERY DESCRIPTION FROM 1994 REQUIRES REVISION.  THE
 NE0942'MICHIGAN STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY A
 NE0942'PRIVATE RESIDENCE AT 1419 RIVERSIDE DRIVE.  GAGE HOUSE IS STILL IN
 NE0942'PLACE SOUTH OF RESIDENCE, ALONG WITH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0035 ***********************************************************************
 NE0035  DESIGNATION -  901 4084 C H
 NE0035  PID         -  NE0035
 NE0035  STATE/COUNTY-  MI/ST CLAIR
 NE0035  COUNTRY     -  US
 NE0035  USGS QUAD   -  PORT HURON (2017)
 NE0035
 NE0035                         *CURRENT SURVEY CONTROL
 NE0035  ______________________________________________________________________
 NE0035* NAD 83(1986) POSITION- 42 54 29.0    (N) 082 28 10.9    (W)   HD_HELD2
 NE0035* NAVD 88 ORTHO HEIGHT -   181.823 (meters)      596.53  (feet) ADJUSTED
 NE0035  ______________________________________________________________________
 NE0035  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 NE0035  DYNAMIC HEIGHT  -        181.776 (meters)      596.38  (feet) COMP
 NE0035  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 NE0035
 NE0035  VERT ORDER      -  FIRST     CLASS 0
 NE0035
 NE0035.The horizontal coordinates were established by autonomous hand held GPS
 NE0035.observations and have an estimated accuracy of +/- 10 meters.
 NE0035
 NE0035.The orthometric height was determined by differential leveling and
 NE0035.adjusted by the NATIONAL GEODETIC SURVEY
 NE0035.in June 1991.
 NE0035
 NE0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0035.GEOID18 height accuracy estimate available here.
 NE0035
 NE0035.Click photographs - Photos may exist for this station.
 NE0035
 NE0035.The dynamic height is computed by dividing the NAVD 88
 NE0035.geopotential number by the normal gravity value computed on the
 NE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0035.degrees latitude (g = 980.6199 gals.).
 NE0035
 NE0035.The modeled gravity was interpolated from observed gravity values.
 NE0035
 NE0035;                    North         East    Units  Estimated Accuracy
 NE0035;SPC MI S     -   158,148.    4,154,884.      MT  (+/- 10 meters HH2 GPS)
 NE0035
 NE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8002851652(NAD 83)
 NE0035
 NE0035                          SUPERSEDED SURVEY CONTROL
 NE0035
 NE0035  NGVD 29 (11/26/84)  181.944  (m)          596.93   (f) ADJUSTED    1 0
 NE0035
 NE0035.Superseded values are not recommended for survey control.
 NE0035
 NE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0035.See file dsdata.pdf to determine how the superseded data were derived.
 NE0035
 NE0035_MARKER: F = FLANGE-ENCASED ROD
 NE0035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0035+WITH SETTING: INTO GROUND
 NE0035_STAMPING: C H 1957
 NE0035_MARK LOGO: USLS
 NE0035_PROJECTION: RECESSED 19 CENTIMETERS
 NE0035_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0035+STABILITY: SURFACE MOTION
 NE0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0035+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2008
 NE0035_ROD/PIPE-DEPTH: 5.4 meters
 NE0035
 NE0035  HISTORY     - Date     Condition        Report By
 NE0035  HISTORY     - 1957     MONUMENTED       USLS
 NE0035  HISTORY     - 1970     GOOD             USLS
 NE0035  HISTORY     - 1980     GOOD             NGS
 NE0035  HISTORY     - 19940514 GOOD             USPSQD
 NE0035  HISTORY     - 20030413 GOOD             USPSQD
 NE0035  HISTORY     - 20040224 GOOD             WILCOX
 NE0035  HISTORY     - 20061212 GOOD             MIDT
 NE0035  HISTORY     - 20081003 GOOD             MIDT
 NE0035
 NE0035                          STATION DESCRIPTION
 NE0035
 NE0035'DESCRIBED BY US LAKE SURVEY 1970
 NE0035'AT MARYSVILLE.
 NE0035'C H IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON NORTHEAST
 NE0035'SIDE OF HURON BOULEVARD, ABOUT 725 FEET NORTHWEST OF HIGHWAY M-29
 NE0035'(RIVER ROAD), NEAR EAST CORNER OF THE MARYSVILLE CITY HALL
 NE0035'BUILDING, 10.1 FEET FROM SIDEWALK ALONG SOUTHEAST SIDE AND 9.3
 NE0035'FEET FROM SIDEWALK ALONG NORTHEAST SIDE OF THE BUILDING, ON LINE
 NE0035'OF THE NORTHEAST FACE AND 2.1 FEET FROM THE EAST CORNER OF THE
 NE0035'BUILDING, 3/4 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0035'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 18
 NE0035'FEET LONG.  NOTE-- PREV. DESIG. BM CH 1957
 NE0035
 NE0035                          STATION RECOVERY (1980)
 NE0035
 NE0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0035'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0035'OF HIGHWAY 29, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF THE JUNCTION
 NE0035'OF RIVER ROAD, SET SOUTHEAST OF THE EAST CORNER OF MARYSVILLE
 NE0035'HISTORICAL MUSEUM 887 HURON BOULEVARD, 3.16 METERS (10.4 FEET)
 NE0035'NORTHWEST OF THE EDGE OF THE SIDEWALK AROUND THE MUSEUM, 0.61
 NE0035'METER (2.0 FEET) SOUTHEAST OF THE EAST CORNER OF THE MUSEUM, NOTE,
 NE0035'AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMUNUM
 NE0035'ACCESS COVER AND STAMPED C H.
 NE0035'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0035
 NE0035                          STATION RECOVERY (1994)
 NE0035
 NE0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0035'RECOVERED IN GOOD CONDITION.
 NE0035
 NE0035                          STATION RECOVERY (2003)
 NE0035
 NE0035'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0035'RECOVERED IN GOOD CONDITION.
 NE0035
 NE0035                          STATION RECOVERY (2004)
 NE0035
 NE0035'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0035'FOUND 5/8 ROD IN MONUMENT BOX WITH COVER STAMPED C H 1957 AT THE SE
 NE0035'CORNER OF THE MARYSVILLE HISTORICAL MUSEUM AT 887 HURON BOULEVARD
 NE0035
 NE0035                          STATION RECOVERY (2006)
 NE0035
 NE0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0035'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  26.91 METERS
 NE0035'(88.3 FEET) SOUTHEAST OF A LIGHT POLE, 8.20 METERS (26.9 FEET)
 NE0035'EAST-SOUTHEAST OF THE BOTTOM OF THE NORTHEAST CORNER OF THE BACK
 NE0035'STEPS, AND 0.27 METERS (0.9 FEET) SOUTHEAST OF A CARSONITE WITNESS
 NE0035'POST.
 NE0035
 NE0035                          STATION RECOVERY (2008)
 NE0035
 NE0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (AWS)
 NE0035'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0036 ***********************************************************************
 NE0036  DESIGNATION -  901 4084 F S USLS
 NE0036  PID         -  NE0036
 NE0036  STATE/COUNTY-  MI/ST CLAIR
 NE0036  COUNTRY     -  US
 NE0036  USGS QUAD   -  PORT HURON (2017)
 NE0036
 NE0036                         *CURRENT SURVEY CONTROL
 NE0036  ______________________________________________________________________
 NE0036* NAD 83(1986) POSITION- 42 54 29.     (N) 082 28 10.     (W)   SCALED
 NE0036* NAVD 88 ORTHO HEIGHT -   182.034 (meters)      597.22  (feet) ADJUSTED
 NE0036  ______________________________________________________________________
 NE0036  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 NE0036  DYNAMIC HEIGHT  -        181.988 (meters)      597.07  (feet) COMP
 NE0036  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 NE0036
 NE0036  VERT ORDER      -  FIRST     CLASS 0
 NE0036
 NE0036.The horizontal coordinates were scaled from a map and have
 NE0036.an estimated accuracy of +/- 6 seconds.
 NE0036
 NE0036.The orthometric height was determined by differential leveling and
 NE0036.adjusted by the NATIONAL GEODETIC SURVEY
 NE0036.in June 1991.
 NE0036
 NE0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0036.GEOID18 height accuracy estimate available here.
 NE0036
 NE0036.Click photographs - Photos may exist for this station.
 NE0036
 NE0036.The dynamic height is computed by dividing the NAVD 88
 NE0036.geopotential number by the normal gravity value computed on the
 NE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0036.degrees latitude (g = 980.6199 gals.).
 NE0036
 NE0036.The modeled gravity was interpolated from observed gravity values.
 NE0036
 NE0036;                    North         East    Units  Estimated Accuracy
 NE0036;SPC MI S     -   158,150.    4,154,900.      MT  (+/- 180 meters Scaled)
 NE0036
 NE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH800516(NAD 83)
 NE0036
 NE0036                          SUPERSEDED SURVEY CONTROL
 NE0036
 NE0036  NGVD 29 (11/26/84)  182.155  (m)          597.62   (f) ADJUSTED    1 0
 NE0036
 NE0036.Superseded values are not recommended for survey control.
 NE0036
 NE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0036.See file dsdata.pdf to determine how the superseded data were derived.
 NE0036
 NE0036_MARKER: Z = SEE DESCRIPTION
 NE0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0036_SP_SET: WATER TABLE
 NE0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0036
 NE0036  HISTORY     - Date     Condition        Report By
 NE0036  HISTORY     - 1957     MONUMENTED       USLS
 NE0036  HISTORY     - 1970     GOOD             USLS
 NE0036  HISTORY     - 1980     GOOD             NGS
 NE0036  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0036
 NE0036                          STATION DESCRIPTION
 NE0036
 NE0036'DESCRIBED BY US LAKE SURVEY 1970
 NE0036'AT MARYSVILLE.
 NE0036'F S IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON NORTHEAST
 NE0036'SIDE OF HURON BOULEVARD, ABOUT 900 FEET NORTHWEST OF HIGHWAY
 NE0036'M-29 (RIVER ROAD), ON NORTHEAST FACE OF THE MARYSVILLE FIRE
 NE0036'STATION, AT NORTHWEST SIDE OF DOORWAY, 7.4 FEET FROM EAST
 NE0036'CORNER OF THE BULDING, 1-1/4 FEET ABOVE THE GROUND SURFACE,
 NE0036'BEING HIGHEST POINT ON TOP OF A TRIANGULAR SHELF CUT IN THE
 NE0036'WATERTABLE.  NOTE-- PREV. DESIG. BM FS 1957
 NE0036
 NE0036                          STATION RECOVERY (1980)
 NE0036
 NE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0036'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0036'OF STATE HIGHWAY 29, AT THE MARYSVILLE FIRE DEPARTMENT 867 HURON
 NE0036'BOULEVARD, THIS MARK IS A TRIANGULAR CUT IN TOP OF THE CONCRETE
 NE0036'FOUNDATION ON THE NORTHWEST SIDE OF THE REAR DOOR TO THE EMERGENCY
 NE0036'UNIT HOUSE, 8.4 METERS (27.5 FEET) NORTHWEST OF THE EAST CORNER
 NE0036'OF THE FIRE HOUSE
 NE0036'THE MARK IS 0.4 M ABOVE GROUND.
 NE0036
 NE0036                          STATION RECOVERY (1994)
 NE0036
 NE0036'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0949 ***********************************************************************
 NE0949  DESIGNATION -  901 4084 FILTER USLS
 NE0949  PID         -  NE0949
 NE0949  STATE/COUNTY-  MI/ST CLAIR
 NE0949  COUNTRY     -  US
 NE0949  USGS QUAD   -  PORT HURON (2017)
 NE0949
 NE0949                         *CURRENT SURVEY CONTROL
 NE0949  ______________________________________________________________________
 NE0949* NAD 83(1986) POSITION- 42 54 28.1    (N) 082 27 58.2    (W)   HD_HELD2
 NE0949* NAVD 88 ORTHO HEIGHT -   179.528 (meters)      589.00  (feet) ADJUSTED
 NE0949  ______________________________________________________________________
 NE0949  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 NE0949  DYNAMIC HEIGHT  -        179.482 (meters)      588.85  (feet) COMP
 NE0949  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 NE0949
 NE0949  VERT ORDER      -  FIRST     CLASS II
 NE0949
 NE0949.The horizontal coordinates were established by autonomous hand held GPS
 NE0949.observations and have an estimated accuracy of +/- 10 meters.
 NE0949
 NE0949.The orthometric height was determined by differential leveling and
 NE0949.adjusted by the NATIONAL GEODETIC SURVEY
 NE0949.in June 1991.
 NE0949
 NE0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0949.GEOID18 height accuracy estimate available here.
 NE0949
 NE0949.Click photographs - Photos may exist for this station.
 NE0949
 NE0949.The dynamic height is computed by dividing the NAVD 88
 NE0949.geopotential number by the normal gravity value computed on the
 NE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0949.degrees latitude (g = 980.6199 gals.).
 NE0949
 NE0949.The modeled gravity was interpolated from observed gravity values.
 NE0949
 NE0949;                    North         East    Units  Estimated Accuracy
 NE0949;SPC MI S     -   158,127.    4,155,172.      MT  (+/- 10 meters HH2 GPS)
 NE0949
 NE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8031551619(NAD 83)
 NE0949
 NE0949                          SUPERSEDED SURVEY CONTROL
 NE0949
 NE0949  NGVD 29 (11/26/84)  179.647  (m)          589.39   (f) ADJUSTED    1 2
 NE0949
 NE0949.Superseded values are not recommended for survey control.
 NE0949
 NE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0949.See file dsdata.pdf to determine how the superseded data were derived.
 NE0949
 NE0949_MARKER: DD = SURVEY DISK
 NE0949_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0949_SP_SET: CONCRETE FOUNDATION
 NE0949_STAMPING: FILTER 901-4084
 NE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0949+STABILITY: SURFACE MOTION
 NE0949
 NE0949  HISTORY     - Date     Condition        Report By
 NE0949  HISTORY     - UNK      MONUMENTED       USLS
 NE0949  HISTORY     - 1980     GOOD             NGS
 NE0949
 NE0949                          STATION DESCRIPTION
 NE0949
 NE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0949'IN MARYSVILLE.
 NE0949'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0949'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON RIVER
 NE0949'ROAD, SET IN TOP OF THE EXTENDED CONCRETE FOUNDATION AT THE NORTHWEST
 NE0949'CORNER OF THE MOST NORTHERLY BRICK ADDITION TO THE PLANT, 21.55 METERS
 NE0949'(70.7 FEET) WEST OF THE OUTER EDGE OF THE WOODEN PLANK ON TOP OF THE
 NE0949'BREAK WATER, 26.4 METERS (84.0 FEET) EAST OF THE NORTHEAST CORNER OF A
 NE0949'OF A SMALL BRICK POWER STATION BUILDING, 2.96 METERS (9.7 FEET)
 NE0949'SOUTHWEST OF A 3-INCH GALVANIZED PIPE WITH A METAL CAP, 0.09 METER
 NE0949'(0.3 FOOT) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERLY ADDITION
 NE0949'TO THE PLANT.
 NE0949'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0037 ***********************************************************************
 NE0037  DESIGNATION -  901 4084 FIRE USLS
 NE0037  PID         -  NE0037
 NE0037  STATE/COUNTY-  MI/ST CLAIR
 NE0037  COUNTRY     -  US
 NE0037  USGS QUAD   -  PORT HURON (2017)
 NE0037
 NE0037                         *CURRENT SURVEY CONTROL
 NE0037  ______________________________________________________________________
 NE0037* NAD 83(1986) POSITION- 42 54 29.2    (N) 082 28 13.0    (W)   HD_HELD2
 NE0037* NAVD 88 ORTHO HEIGHT -   181.242 (meters)      594.62  (feet) ADJUSTED
 NE0037  ______________________________________________________________________
 NE0037  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 NE0037  DYNAMIC HEIGHT  -        181.196 (meters)      594.47  (feet) COMP
 NE0037  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 NE0037
 NE0037  VERT ORDER      -  FIRST     CLASS 0
 NE0037
 NE0037.The horizontal coordinates were established by autonomous hand held GPS
 NE0037.observations and have an estimated accuracy of +/- 10 meters.
 NE0037
 NE0037.The orthometric height was determined by differential leveling and
 NE0037.adjusted by the NATIONAL GEODETIC SURVEY
 NE0037.in June 1991.
 NE0037
 NE0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0037.GEOID18 height accuracy estimate available here.
 NE0037
 NE0037.Click photographs - Photos may exist for this station.
 NE0037
 NE0037.The dynamic height is computed by dividing the NAVD 88
 NE0037.geopotential number by the normal gravity value computed on the
 NE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0037.degrees latitude (g = 980.6199 gals.).
 NE0037
 NE0037.The modeled gravity was interpolated from observed gravity values.
 NE0037
 NE0037;                    North         East    Units  Estimated Accuracy
 NE0037;SPC MI S     -   158,153.    4,154,836.      MT  (+/- 10 meters HH2 GPS)
 NE0037
 NE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7998051659(NAD 83)
 NE0037
 NE0037                          SUPERSEDED SURVEY CONTROL
 NE0037
 NE0037  NGVD 29 (11/26/84)  181.363  (m)          595.02   (f) ADJUSTED    1 0
 NE0037
 NE0037.Superseded values are not recommended for survey control.
 NE0037
 NE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0037.See file dsdata.pdf to determine how the superseded data were derived.
 NE0037
 NE0037_MARKER: P = PIPE CAP
 NE0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0037_STAMPING: FIRE 1970
 NE0037_PROJECTION: RECESSED 30 CENTIMETERS
 NE0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0037+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 NE0037_ROD/PIPE-DEPTH: 32.0 meters
 NE0037_SLEEVE-DEPTH  : 31.7 meters
 NE0037
 NE0037  HISTORY     - Date     Condition        Report By
 NE0037  HISTORY     - 1970     MONUMENTED       USLS
 NE0037  HISTORY     - 1970     GOOD             USLS
 NE0037  HISTORY     - 1980     GOOD             NGS
 NE0037  HISTORY     - 19940514 GOOD             USPSQD
 NE0037  HISTORY     - 20030413 GOOD             USPSQD
 NE0037  HISTORY     - 20040224 GOOD             WILCOX
 NE0037
 NE0037                          STATION DESCRIPTION
 NE0037
 NE0037'DESCRIBED BY US LAKE SURVEY 1970
 NE0037'AT MARYSVILLE.
 NE0037'FIRE IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0037'MARYSVILLE FIREHOUSE NO. 867 HURON BLVD., 69.9 FEET NORTHEAST
 NE0037'OF UTILITY POLE NO. 964, 60.8 FEET NORTHWEST OF UTILITY POLE NO.
 NE0037'Y7696, 27.4 FEET SOUTH OF SOUTH CORNER OF GARAGE ATTACHED TO
 NE0037'FIREHOUSE, 23.3 FEET SOUTHEAST OF SOUTH CORNER AND IN LINE WITH
 NE0037'SOUTHWEST FACE OF FIREHOUSE, 8.5 FEET EAST OF A FLAGPOLE, 3.8
 NE0037'FEET NORTHWEST OF OUTER EDGE OF CURB, 1-1/2-FEET BELOW THE GROUND
 NE0037'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL
 NE0037'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE,
 NE0037'105 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 NE0037'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE
 NE0037'WITH COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG.
 NE0037'BM FIRE 1970
 NE0037
 NE0037                          STATION RECOVERY (1980)
 NE0037
 NE0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0037'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0037'OF STATE HIGHWAY 29, AT THE MARYSVILLE FIRE DEPARTMENT 867 HURON
 NE0037'BOULEVARD, SET IN THE LAWN ON THE SOUTHEAST SIDE OF THE FIRE STATION
 NE0037'EAST OF THE METAL FLAG POLE, DIRECTLY ACROSS PARKING LOT FROM THE
 NE0037'MARYSVILLE HISTORICAL MUSEUM, 7.1 METERS (23.3 FEET) SOUTHEAST
 NE0037'OF THE SOUTH CORNER OF THE ENTRANCE TO THE ENGINE HOUSE, 2.75
 NE0037'METERS (9.0 FEET) EAST OF THE FLAG POLE, 0.61 METER (2.0 FEET)
 NE0037'NORTHWEST OF THE OUTER EDGE OF THE CURB OF THE PARKING AREA, NOTE,
 NE0037'THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0037'GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH PVC PIPE
 NE0037'WITH AN ALUMINUM ACCESS COVER AND STAMPED FIRE.
 NE0037'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0037
 NE0037                          STATION RECOVERY (1994)
 NE0037
 NE0037'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0037'RECOVERED IN GOOD CONDITION.
 NE0037
 NE0037                          STATION RECOVERY (2003)
 NE0037
 NE0037'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0037'RECOVERED IN GOOD CONDITION.
 NE0037
 NE0037                          STATION RECOVERY (2004)
 NE0037
 NE0037'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0037'FOUND 3/8 ROD IN MONUMENT BOX WITH COVER STAMPED BM FIRE 1970 IN THE
 NE0037'LAWN NEAR THE SOUTHWEST CORNER OF THE FIRE STATION AND 9 FEET EAST OF
 NE0037'A FLAGPOLE FOR THE MARYSVILLE FIRE STATION AT 887 HURON BOULEVARD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0033 ***********************************************************************
 NE0033  DESIGNATION -  901 4084 MARY USLS
 NE0033  PID         -  NE0033
 NE0033  STATE/COUNTY-  MI/ST CLAIR
 NE0033  COUNTRY     -  US
 NE0033  USGS QUAD   -  PORT HURON (2017)
 NE0033
 NE0033                         *CURRENT SURVEY CONTROL
 NE0033  ______________________________________________________________________
 NE0033* NAD 83(1986) POSITION- 42 54 26.8    (N) 082 28 00.1    (W)   HD_HELD2
 NE0033* NAVD 88 ORTHO HEIGHT -   178.465 (meters)      585.51  (feet) ADJUSTED
 NE0033  ______________________________________________________________________
 NE0033  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 NE0033  DYNAMIC HEIGHT  -        178.419 (meters)      585.36  (feet) COMP
 NE0033  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 NE0033
 NE0033  VERT ORDER      -  FIRST     CLASS 0
 NE0033
 NE0033.The horizontal coordinates were established by autonomous hand held GPS
 NE0033.observations and have an estimated accuracy of +/- 10 meters.
 NE0033
 NE0033.The orthometric height was determined by differential leveling and
 NE0033.adjusted by the NATIONAL GEODETIC SURVEY
 NE0033.in June 1991.
 NE0033
 NE0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0033.GEOID18 height accuracy estimate available here.
 NE0033
 NE0033.Click photographs - Photos may exist for this station.
 NE0033
 NE0033.The dynamic height is computed by dividing the NAVD 88
 NE0033.geopotential number by the normal gravity value computed on the
 NE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0033.degrees latitude (g = 980.6199 gals.).
 NE0033
 NE0033.The modeled gravity was interpolated from observed gravity values.
 NE0033
 NE0033;                    North         East    Units  Estimated Accuracy
 NE0033;SPC MI S     -   158,086.    4,155,130.      MT  (+/- 10 meters HH2 GPS)
 NE0033
 NE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8027151580(NAD 83)
 NE0033
 NE0033                          SUPERSEDED SURVEY CONTROL
 NE0033
 NE0033  NGVD 29 (11/26/84)  178.585  (m)          585.91   (f) ADJUSTED    1 0
 NE0033
 NE0033.Superseded values are not recommended for survey control.
 NE0033
 NE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0033.See file dsdata.pdf to determine how the superseded data were derived.
 NE0033
 NE0033_MARKER: P = PIPE CAP
 NE0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0033_STAMPING: MARY 1970
 NE0033_MARK LOGO: NGS
 NE0033_PROJECTION: RECESSED 30 CENTIMETERS
 NE0033_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0033+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2025
 NE0033_ROD/PIPE-DEPTH: 32.6 meters
 NE0033_SLEEVE-DEPTH  : 32.3 meters
 NE0033
 NE0033  HISTORY     - Date     Condition        Report By
 NE0033  HISTORY     - 1970     MONUMENTED       USLS
 NE0033  HISTORY     - 1970     GOOD             USLS
 NE0033  HISTORY     - 1980     GOOD             NGS
 NE0033  HISTORY     - 19940514 GOOD             USPSQD
 NE0033  HISTORY     - 20030413 GOOD             USPSQD
 NE0033  HISTORY     - 20250830 GOOD             INDIV
 NE0033
 NE0033                          STATION DESCRIPTION
 NE0033
 NE0033'DESCRIBED BY US LAKE SURVEY 1970
 NE0033'AT MARYSVILLE.
 NE0033'MARY IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0033'MARYSVILLE WATER FILTRATION PLANT, 89 FEET SOUTHEASTERLY OF
 NE0033'CENTERLINE OF RIVER RD., 79.8 FEET SOUTH OF A FLAGPOLE, 62.8 FEET
 NE0033'SOUTHEAST OF UTILITY POLE NO. T9344, 16.6 FEET SOUTHWEST OF
 NE0033'SOUTH CORNER OF A 6 X 15 FOOT CONCRETE TRANSMISSION FOUNDATION,
 NE0033'12.5 FEET NORTHEAST OF OUTER NORTH CORNER, 11.2 FEET NORTH
 NE0033'OF INNER SOUTH CORNER, 1-1/2-FEET BELOW THE GROUND SURFACE,
 NE0033'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 NE0033'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 107 FEET LONG.
 NE0033'THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK
 NE0033'IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT
 NE0033'BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG. BM MARY 1970
 NE0033
 NE0033                          STATION RECOVERY (1980)
 NE0033
 NE0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0033'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0033'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON
 NE0033'RIVER ROAD,SET SOUTHWEST OF THE MAIN ENTRANCE BETWEEN THE 6 BY 15
 NE0033'FOOT CONCRETE FOUNDATION FOR 3 LARGE TRANSFORMERS, 27.1 METERS
 NE0033'(89.0 FEET) SOUTHEAST OF THE CENTER LINE OF RIVER ROAD, 3.91 METERS
 NE0033'9.6 FEET) SOUTHWEST OF THE EDGE OF THE CONCRETE FOUNDATION, 3.84
 NE0033'METERS (12.6 FEET) EAST OF THE NORTH CORNER OF THE ADDITION OF THE
 NE0033'PLANT, 1.56 METERS (4.8 FEET) NORTHWEST OF THE FACE OF THE PLANT,
 NE0033'NOTE, THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 NE0033'3/8-INCH GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH
 NE0033'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED MARY.
 NE0033'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0033
 NE0033                          STATION RECOVERY (1994)
 NE0033
 NE0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0033'RECOVERED IN GOOD CONDITION.
 NE0033
 NE0033                          STATION RECOVERY (2003)
 NE0033
 NE0033'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0033'RECOVERED IN GOOD CONDITION.
 NE0033
 NE0033                          STATION RECOVERY (2025)
 NE0033
 NE0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JH)
 NE0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0038 ***********************************************************************
 NE0038  DESIGNATION -  901 4084 RAMP USLS
 NE0038  PID         -  NE0038
 NE0038  STATE/COUNTY-  MI/ST CLAIR
 NE0038  COUNTRY     -  US
 NE0038  USGS QUAD   -  PORT HURON (2017)
 NE0038
 NE0038                         *CURRENT SURVEY CONTROL
 NE0038  ______________________________________________________________________
 NE0038* NAD 83(1986) POSITION- 42 54 26.     (N) 082 28 00.     (W)   SCALED
 NE0038* NAVD 88 ORTHO HEIGHT -   177.480 (meters)      582.28  (feet) ADJUSTED
 NE0038  ______________________________________________________________________
 NE0038  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 NE0038  DYNAMIC HEIGHT  -        177.434 (meters)      582.13  (feet) COMP
 NE0038  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 NE0038
 NE0038  VERT ORDER      -  FIRST     CLASS II
 NE0038
 NE0038.The horizontal coordinates were scaled from a map and have
 NE0038.an estimated accuracy of +/- 6 seconds.
 NE0038
 NE0038.The orthometric height was determined by differential leveling and
 NE0038.adjusted by the NATIONAL GEODETIC SURVEY
 NE0038.in June 1991.
 NE0038
 NE0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0038.GEOID18 height accuracy estimate available here.
 NE0038
 NE0038.Click photographs - Photos may exist for this station.
 NE0038
 NE0038.The dynamic height is computed by dividing the NAVD 88
 NE0038.geopotential number by the normal gravity value computed on the
 NE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0038.degrees latitude (g = 980.6199 gals.).
 NE0038
 NE0038.The modeled gravity was interpolated from observed gravity values.
 NE0038
 NE0038;                    North         East    Units  Estimated Accuracy
 NE0038;SPC MI S     -   158,060.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0038
 NE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802515(NAD 83)
 NE0038
 NE0038                          SUPERSEDED SURVEY CONTROL
 NE0038
 NE0038  NGVD 29 (11/26/84)  177.600  (m)          582.68   (f) ADJUSTED    1 2
 NE0038
 NE0038.Superseded values are not recommended for survey control.
 NE0038
 NE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0038.See file dsdata.pdf to determine how the superseded data were derived.
 NE0038
 NE0038_MARKER: Z = SEE DESCRIPTION
 NE0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0038_SP_SET: SEA WALL
 NE0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0038
 NE0038  HISTORY     - Date     Condition        Report By
 NE0038  HISTORY     - 1955     MONUMENTED       USLS
 NE0038  HISTORY     - 1970     GOOD             USLS
 NE0038  HISTORY     - 1980     GOOD             NGS
 NE0038  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0038  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0038
 NE0038                          STATION DESCRIPTION
 NE0038
 NE0038'DESCRIBED BY US LAKE SURVEY 1970
 NE0038'AT MARYSVILLE.
 NE0038'RAMP IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, NEAR A BOAT
 NE0038'LAUNCHING RAMP ON THE SOUTHEAST SIDE OF THE WATER FILTRATION
 NE0038'PLANT, 100 FEET WEST OF A RANGE LIGHT POST, 50.3 FEET SOUTHEAST
 NE0038'OF SOUTHERN CORNER OF MOST EASTERLY PART OF PLANT, ON TOP OF
 NE0038'THE STEEL PILING SEA WALL, BEING HIGHEST POINT BETWEEN TWO NOTCHES
 NE0038'CUT INTO A STEEL PILE.  NOTE-- PREV. DESIG. BM RAMP 1955
 NE0038
 NE0038                          STATION RECOVERY (1980)
 NE0038
 NE0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0038'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0038'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON
 NE0038'RIVER ROAD, DIRECTLY BEHIND THE PLANT ON THE SOUTH SIDE AND AT THE
 NE0038'NORTHEAST END OF A BOAT RAMP NEAR THE REAR ENTRANCE, THIS MARK
 NE0038'IS THE HIGHEST POINT BETWEEN TWO CHISELED CUTS IN TOP OF THE STEEL
 NE0038'BREAK WATER ON THE SOUTH SIDE OF THE BOAT RAMP, AT THE SOUTH ANGLE
 NE0038'IN THE BREAK WATER AT THE NORTHWEST END OF A 3.5 FOOT METAL I BEAM
 NE0038'SUPPORTING A METAL GUARD RAIL, 15.3 METERS (50.2 FEET) SOUTH AND
 NE0038'ACROSS THE BOAT RAMP FROM THE SOUTHEAST CORNER OF THE MOST EASTERLY
 NE0038'ADDITION OF THE PLANT, 0.3 METER (1.0 FOOT) SOUTHEAST OF THE
 NE0038'4 BY 12-INCH WOODEN PLANK ON TOP OF THE BREAK WATER.
 NE0038'THE MARK IS 0.18 M ABOVE GROUND.
 NE0038
 NE0038                          STATION RECOVERY (1994)
 NE0038
 NE0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0038'MARK NOT FOUND.
 NE0038
 NE0038                          STATION RECOVERY (2003)
 NE0038
 NE0038'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0034 ***********************************************************************
 NE0034  DESIGNATION -  901 4084 STAND USLS
 NE0034  PID         -  NE0034
 NE0034  STATE/COUNTY-  MI/ST CLAIR
 NE0034  COUNTRY     -  US
 NE0034  USGS QUAD   -  PORT HURON (2017)
 NE0034
 NE0034                         *CURRENT SURVEY CONTROL
 NE0034  ______________________________________________________________________
 NE0034* NAD 83(1986) POSITION- 42 54 27.     (N) 082 28 06.     (W)   SCALED
 NE0034* NAVD 88 ORTHO HEIGHT -   179.745 (meters)      589.71  (feet) ADJUSTED
 NE0034  ______________________________________________________________________
 NE0034  GEOID HEIGHT    -        -34.942 (meters)                     GEOID18
 NE0034  DYNAMIC HEIGHT  -        179.699 (meters)      589.56  (feet) COMP
 NE0034  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 NE0034
 NE0034  VERT ORDER      -  FIRST     CLASS 0
 NE0034
 NE0034.The horizontal coordinates were scaled from a map and have
 NE0034.an estimated accuracy of +/- 6 seconds.
 NE0034
 NE0034.The orthometric height was determined by differential leveling and
 NE0034.adjusted by the NATIONAL GEODETIC SURVEY
 NE0034.in June 1991.
 NE0034
 NE0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0034.GEOID18 height accuracy estimate available here.
 NE0034
 NE0034.Click photographs - Photos may exist for this station.
 NE0034
 NE0034.The dynamic height is computed by dividing the NAVD 88
 NE0034.geopotential number by the normal gravity value computed on the
 NE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0034.degrees latitude (g = 980.6199 gals.).
 NE0034
 NE0034.The modeled gravity was interpolated from observed gravity values.
 NE0034
 NE0034;                    North         East    Units  Estimated Accuracy
 NE0034;SPC MI S     -   158,090.    4,155,000.      MT  (+/- 180 meters Scaled)
 NE0034
 NE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH801515(NAD 83)
 NE0034
 NE0034                          SUPERSEDED SURVEY CONTROL
 NE0034
 NE0034  NGVD 29 (11/26/84)  179.865  (m)          590.11   (f) ADJUSTED    1 0
 NE0034
 NE0034.Superseded values are not recommended for survey control.
 NE0034
 NE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0034.See file dsdata.pdf to determine how the superseded data were derived.
 NE0034
 NE0034_MARKER: DD = SURVEY DISK
 NE0034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0034+WITH SETTING: INTO GROUND
 NE0034_PROJECTION: RECESSED 10 CENTIMETERS
 NE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0034+STABILITY: SURFACE MOTION
 NE0034_ROD/PIPE-DEPTH: 2.5 meters
 NE0034
 NE0034  HISTORY     - Date     Condition        Report By
 NE0034  HISTORY     - 1954     MONUMENTED       USLS
 NE0034  HISTORY     - 1970     GOOD             USLS
 NE0034  HISTORY     - 1980     GOOD             NGS
 NE0034  HISTORY     - 20030413 GOOD             USPSQD
 NE0034
 NE0034                          STATION DESCRIPTION
 NE0034
 NE0034'DESCRIBED BY US LAKE SURVEY 1970
 NE0034'AT MARYSVILLE.
 NE0034'STAND IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0034'WESTERLY SIDE OF HIGHWAY M-29 (RIVER ROAD), IN THE CITY PARK
 NE0034'ACROSS THE HIGHWAY FROM MARYSVILLE WATER FILTRATION PLANT, ABOUT
 NE0034'367 FEET WESTERLY OF THE CENTERLINE OF RIVER ROAD, ABOUT 277
 NE0034'FEET UPRIVER FROM THE CENTERLINE OF HURON BOULEVARD, 56.5 FEET
 NE0034'DOWNRIVER FROM A UTILITY POLE IN A TURN AROUND AT THE WESTERLY
 NE0034'END OF A PARK ROAD, 2.0 FEET WEST OF THE NORTHWEST CORNER OF
 NE0034'A REFRESHMENT STAND, ON LINE OF UPRIVER FACE OF THE STAND, 1/2
 NE0034'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 NE0034'A 1-INCH DIAMETER STEEL ROD, 8 FEET LONG.  NOTE-- PREV. DESIG.
 NE0034'BM STAND 1954
 NE0034
 NE0034                          STATION RECOVERY (1980)
 NE0034
 NE0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0034'IN MARYSVILLE, 0.16 KILOMETER (0.1 MILE) WEST ALONG AN ACCESS ROAD
 NE0034'JUNCTIONING WITH RIVER ROAD DIRECTLY ACROSS FROM THE MAIN ENTRANCE
 NE0034'TO THE MARYSVILLE FILTRATION PLANT, SET NORTHWEST OF THE NORTH
 NE0034'CORNER OF A REFRESHMENT STAND IN THE CITY PARK, 17.41 METERS (57.1
 NE0034'FEET) SOUTHWEST OF A UTILITY POLE NUMBER M40CA253, 0.61 METERS (2.0
 NE0034'FEET) NORTHWEST OF THE NORTH CORNER OF THE REFRESHMENT STAND, NOTE,
 NE0034'AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITN AN
 NE0034'ALUMINUM ACCESS COVER AND STAMPED STAND.
 NE0034'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0034
 NE0034                          STATION RECOVERY (2003)
 NE0034
 NE0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0050 ***********************************************************************
 NE0050  DESIGNATION -  901 4087 C 17 USLS
 NE0050  PID         -  NE0050
 NE0050  STATE/COUNTY-  MI/ST CLAIR
 NE0050  COUNTRY     -  US
 NE0050  USGS QUAD   -  PORT HURON (2017)
 NE0050
 NE0050                         *CURRENT SURVEY CONTROL
 NE0050  ______________________________________________________________________
 NE0050* NAD 83(1986) POSITION- 42 56 54.     (N) 082 26 23.     (W)   SCALED
 NE0050* NAVD 88 ORTHO HEIGHT -   181.933 (meters)      596.89  (feet) ADJUSTED
 NE0050  ______________________________________________________________________
 NE0050  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0050  DYNAMIC HEIGHT  -        181.887 (meters)      596.74  (feet) COMP
 NE0050  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 NE0050
 NE0050  VERT ORDER      -  FIRST     CLASS 0
 NE0050
 NE0050.The horizontal coordinates were scaled from a map and have
 NE0050.an estimated accuracy of +/- 6 seconds.
 NE0050
 NE0050.The orthometric height was determined by differential leveling and
 NE0050.adjusted by the NATIONAL GEODETIC SURVEY
 NE0050.in June 1991.
 NE0050
 NE0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0050.GEOID18 height accuracy estimate available here.
 NE0050
 NE0050.Click photographs - Photos may exist for this station.
 NE0050
 NE0050.The dynamic height is computed by dividing the NAVD 88
 NE0050.geopotential number by the normal gravity value computed on the
 NE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0050.degrees latitude (g = 980.6199 gals.).
 NE0050
 NE0050.The modeled gravity was interpolated from observed gravity values.
 NE0050
 NE0050;                    North         East    Units  Estimated Accuracy
 NE0050;SPC MI S     -   162,680.    4,157,230.      MT  (+/- 180 meters Scaled)
 NE0050
 NE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH825560(NAD 83)
 NE0050
 NE0050                          SUPERSEDED SURVEY CONTROL
 NE0050
 NE0050  NGVD 29 (11/26/84)  182.051  (m)          597.28   (f) ADJUSTED    1 0
 NE0050
 NE0050.Superseded values are not recommended for survey control.
 NE0050
 NE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0050.See file dsdata.pdf to determine how the superseded data were derived.
 NE0050
 NE0050_MARKER: DD = SURVEY DISK
 NE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0050_PROJECTION: RECESSED 15 CENTIMETERS
 NE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0050+STABILITY: SURFACE MOTION
 NE0050
 NE0050  HISTORY     - Date     Condition        Report By
 NE0050  HISTORY     - 1929     MONUMENTED       USLS
 NE0050  HISTORY     - 1970     GOOD             USLS
 NE0050  HISTORY     - 1980     GOOD             NGS
 NE0050  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0050
 NE0050                          STATION DESCRIPTION
 NE0050
 NE0050'DESCRIBED BY US LAKE SURVEY 1970
 NE0050'AT PORT HURON.
 NE0050'C 17 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0050'RIVER SIDE OF MILITARY STREET, 510 FEET NORTH OF NORTH LINE OF
 NE0050'SIXTEENTH STREET, BETWEEN RESIDENCES AT 2984 AND 2990, 13.3 FEET
 NE0050'DOWNRIVER FROM A CATCHBASIN, 1.1 FEET TOWARD RIVER FROM THE
 NE0050'STREET CURB, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 NE0050'OVER CROSS ON BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT
 NE0050'NOTE-- PREV. DESIG. BM G 17 1929
 NE0050
 NE0050                          STATION RECOVERY (1980)
 NE0050
 NE0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0050'2.9 KILOMETERS (1.8 MILES) SOUTHSOUTHWEST ALONG STATE HIGHWAY 25
 NE0050'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, SET
 NE0050'SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 25 AND IN THE FRONT LAWN
 NE0050'OF HOUSE NUMBER 2984, ALSO 0.25 KILOMETERS (0.15 MILES) NORTHEAST OF
 NE0050'THE JUNCTION OF 16 TH STREET, 16.22 METERS (53.2 FEET) WEST OF THE
 NE0050'WEST CORNER OF THE CONCRETE BLOCK GARAGE OF HOUSE  NUMBER 2984, 6.63
 NE0050'METERS (21.7 FEET) NORTH OF POWER POLE 3989,
 NE0050'4.42 METERS (14.5 FEET) SOUTHWEST OF THE CENTER OF A 2X2 FOOT METAL
 NE0050'CATCH BASIN IN HIGHWAY 25, AND 0.19 METERS (0.62 FEET) SOUTHEAST OF
 NE0050'THE EDGE OF THE SOUTHEAST CURB OF HIGHWAY 25.
 NE0050'THE MARK IS 0.1 M BELOW GROUND.
 NE0050
 NE0050                          STATION RECOVERY (2002)
 NE0050
 NE0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0050'SUSPECT MARK DESTROYED DURING SEWER REPLACEMENT IN PORT HURON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9132 ***********************************************************************
 AC9132  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9132  DESIGNATION -  901 4087 F
 AC9132  PID         -  AC9132
 AC9132  STATE/COUNTY-  MI/ST CLAIR
 AC9132  COUNTRY     -  US
 AC9132  USGS QUAD   -  PORT HURON (2017)
 AC9132
 AC9132                         *CURRENT SURVEY CONTROL
 AC9132  ______________________________________________________________________
 AC9132* NAD 83(2011) POSITION- 42 56 56.91988(N) 082 26 28.52862(W)   ADJUSTED
 AC9132* NAD 83(2011) ELLIP HT-   147.263 (meters)        (09/20/18)   ADJUSTED
 AC9132* NAD 83(2011) EPOCH   -  2010.00
 AC9132* NAVD 88 ORTHO HEIGHT -   182.197 (meters)      597.76  (feet) ADJUSTED
 AC9132  ______________________________________________________________________
 AC9132  GEOID HEIGHT    -        -34.923 (meters)                     GEOID18
 AC9132  NAD 83(2011) X  -    615,081.639 (meters)                     COMP
 AC9132  NAD 83(2011) Y  - -4,635,281.076 (meters)                     COMP
 AC9132  NAD 83(2011) Z  -  4,323,468.486 (meters)                     COMP
 AC9132  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 AC9132  DYNAMIC HEIGHT  -        182.151 (meters)      597.61  (feet) COMP
 AC9132  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 AC9132
 AC9132  VERT ORDER      -  SECOND    CLASS I
 AC9132
 AC9132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9132  Standards:
 AC9132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9132  -------------------------------------------------------------------
 AC9132  NETWORK    0.32   0.74           0.15   0.10   0.38     -0.01880458
 AC9132  -------------------------------------------------------------------
 AC9132  Click here for local accuracies and other accuracy information.
 AC9132
 AC9132.The horizontal coordinates were established by GPS observations
 AC9132.and adjusted by the National Geodetic Survey in September 2018.
 AC9132
 AC9132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9132.been affixed to the stable North American tectonic plate. See 
 AC9132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9132
 AC9132.The horizontal coordinates are valid at the epoch date displayed above
 AC9132.which is a decimal equivalence of Year/Month/Day.
 AC9132
 AC9132.The orthometric height was determined by differential leveling and
 AC9132.adjusted by the NATIONAL GEODETIC SURVEY
 AC9132.in October 1997.
 AC9132
 AC9132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9132.GEOID18 height accuracy estimate available here.
 AC9132
 AC9132.This Water Level Mark is designated as VM 12995
 AC9132.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9132
 AC9132.Click photographs - Photos may exist for this station.
 AC9132
 AC9132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9132
 AC9132.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9132
 AC9132.The ellipsoidal height was determined by GPS observations
 AC9132.and is referenced to NAD 83.
 AC9132
 AC9132.The dynamic height is computed by dividing the NAVD 88
 AC9132.geopotential number by the normal gravity value computed on the
 AC9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9132.degrees latitude (g = 980.6199 gals.).
 AC9132
 AC9132.The modeled gravity was interpolated from observed gravity values.
 AC9132
 AC9132. The following values were computed from the NAD 83(2011) position.
 AC9132
 AC9132;                    North         East     Units Scale Factor Converg.
 AC9132;SPC MI S     -   162,763.864 4,157,100.881   MT  0.99990750   +1 18 37.1
 AC9132;SPC MI S     -   534,002.18 13,638,782.42   iFT  0.99990750   +1 18 37.1
 AC9132;UTM  17      - 4,756,175.049   382,427.693   MT  0.99977006   -0 58 55.6
 AC9132
 AC9132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9132!SPC MI S     -   0.99997691  x   0.99990750  =   0.99988441
 AC9132!UTM  17      -   0.99997691  x   0.99977006  =   0.99974697
 AC9132
 AC9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8242756175(NAD 83)
 AC9132
 AC9132                          SUPERSEDED SURVEY CONTROL
 AC9132
 AC9132.No superseded survey control is available for this station.
 AC9132
 AC9132_MARKER: DJ = TIDAL STATION DISK
 AC9132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9132_STAMPING: 4087 F 1990
 AC9132_MARK LOGO: NOS
 AC9132_PROJECTION: FLUSH
 AC9132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9132+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 AC9132_ROD/PIPE-DEPTH: 11.0 meters
 AC9132
 AC9132  HISTORY     - Date     Condition        Report By
 AC9132  HISTORY     - 1990     MONUMENTED       NOS
 AC9132  HISTORY     - 19941025 GOOD             NOS
 AC9132  HISTORY     - 19951102 GOOD             NOS
 AC9132  HISTORY     - 19990703 GOOD             USPSQD
 AC9132  HISTORY     - 20020505 GOOD             USPSQD
 AC9132  HISTORY     - 20060418 POOR             MIDT
 AC9132  HISTORY     - 20081003 GOOD             MIDT
 AC9132  HISTORY     - 20151024 GOOD             NOS
 AC9132  HISTORY     - 20220822 GOOD             NOS
 AC9132  HISTORY     - 20230919 GOOD             CO-OPS
 AC9132
 AC9132                          STATION DESCRIPTION
 AC9132
 AC9132'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9132'BM 4087 F IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE
 AC9132'NORTHWEST CORNER, NEAR THE INTERSECTION OF 16TH STREET AND ELECTRIC
 AC9132'AVENUE, 27.6 METERS (90.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF 16TH
 AC9132'STREET, 25.6 METERS (84.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 AC9132'ELECTRIC AVENUE, 73.1 FT (22.3 M) EAST-SOUTHEAST OF LIGHT POLE NO.
 AC9132'1732Z057, 58.5 FT (17.8 M) WEST-NORTHWEST OF LIGHT POLE NO. 1732Z4059,
 AC9132'10.8 METERS (35.4 FT) NORTHEAST OF STEEL LIGHT POLE NUMBER 1732Z458,
 AC9132'BEING HIGHEST POINT OF STANDARD BENCHMARK DISC PROTECTED BY 4-INCH PVC
 AC9132'PIPE AND CAP WITH, CONCRETE KICKBLOCK.
 AC9132
 AC9132                          STATION RECOVERY (1995)
 AC9132
 AC9132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9132'RECOVERED AS DESCRIBED.
 AC9132
 AC9132                          STATION RECOVERY (1999)
 AC9132
 AC9132'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9132'RECOVERED IN GOOD CONDITION.
 AC9132
 AC9132                          STATION RECOVERY (2002)
 AC9132
 AC9132'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 AC9132'RECOVERED IN GOOD CONDITION.
 AC9132
 AC9132                          STATION RECOVERY (2006)
 AC9132
 AC9132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AC9132'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 AC9132'0.55 METERS (1.8 FEET) SOUTHWEST OF A CARSONITE POST.
 AC9132
 AC9132                          STATION RECOVERY (2008)
 AC9132
 AC9132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CSM)
 AC9132'RECOVERED AS DESCRIBED.
 AC9132
 AC9132                          STATION RECOVERY (2015)
 AC9132
 AC9132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (JDR)
 AC9132'RECOVERED AS DESCRIBED.
 AC9132
 AC9132                          STATION RECOVERY (2022)
 AC9132
 AC9132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (KSJ)
 AC9132'RECOVERED IN GOOD CONDITION.
 AC9132
 AC9132                          STATION RECOVERY (2023)
 AC9132
 AC9132'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 AC9132'BENCH MARK IS LOCATED IN LARGE GRASSY AREA DIRECTLY ACROSS FROM THE
 AC9132'PORT HURON UPS CUSTOMER CENTER LOCATED AT 1616 CLEVELAND AVENUE PORT
 AC9132'HURON, MI 48060.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1644 ***********************************************************************
 DS1644  DESIGNATION -  901 4087 G
 DS1644  PID         -  DS1644
 DS1644  STATE/COUNTY-  MI/ST CLAIR
 DS1644  COUNTRY     -  US
 DS1644  USGS QUAD   -  PORT HURON (2017)
 DS1644
 DS1644                         *CURRENT SURVEY CONTROL
 DS1644  ______________________________________________________________________
 DS1644* NAD 83(1986) POSITION- 42 56 53.00   (N) 082 26 30.05   (W)   HD_HELD1
 DS1644* NAVD 88 ORTHO HEIGHT -   182.163 (meters)      597.65  (feet) ADJUSTED
 DS1644  ______________________________________________________________________
 DS1644  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 DS1644  DYNAMIC HEIGHT  -        182.117 (meters)      597.50  (feet) COMP
 DS1644  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 DS1644
 DS1644  VERT ORDER      -  SECOND    CLASS I
 DS1644
 DS1644.The horizontal coordinates were determined by differentially corrected
 DS1644.hand held GPS observations or other comparable positioning techniques
 DS1644.and have an estimated accuracy of +/- 3 meters.
 DS1644
 DS1644.The orthometric height was determined by differential leveling and
 DS1644.adjusted by the NATIONAL GEODETIC SURVEY
 DS1644.in January 2025.
 DS1644
 DS1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1644.GEOID18 height accuracy estimate available here.
 DS1644
 DS1644.Click photographs - Photos may exist for this station.
 DS1644
 DS1644.The dynamic height is computed by dividing the NAVD 88
 DS1644.geopotential number by the normal gravity value computed on the
 DS1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1644.degrees latitude (g = 980.6199 gals.).
 DS1644
 DS1644.The modeled gravity was interpolated from observed gravity values.
 DS1644
 DS1644;                    North         East    Units  Estimated Accuracy
 DS1644;SPC MI S     -   162,642.2   4,157,069.2     MT  (+/- 3 meters HH1 GPS) 
 DS1644
 DS1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8239156054(NAD 83)
 DS1644
 DS1644                          SUPERSEDED SURVEY CONTROL
 DS1644
 DS1644.No superseded survey control is available for this station.
 DS1644
 DS1644_MARKER: DB = BENCH MARK DISK
 DS1644_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS1644_SP_SET: SEWAGE FACILITY CULVERT
 DS1644_STAMPING: 901 4087 G 2008
 DS1644_MARK LOGO: NOS
 DS1644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1644+STABILITY: SURFACE MOTION
 DS1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1644+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DS1644
 DS1644  HISTORY     - Date     Condition        Report By
 DS1644  HISTORY     - 2008     MONUMENTED       CO-OPS
 DS1644  HISTORY     - 20230919 GOOD             CO-OPS
 DS1644
 DS1644                          STATION DESCRIPTION
 DS1644
 DS1644'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 DS1644'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF SAINT
 DS1644'CLAIR, 8.6 MI (13.8 KM) EAST-NORTHEAST OF SMITHS CREEK AND 1.8 MI (2.9
 DS1644'KM) SOUTH-SOUTHWEST OF PORT HURON.
 DS1644'
 DS1644'TO REACH BENCH MARK FROM THE INTERSECTION OF 16TH STREET AND OAK
 DS1644'STREET HEAD SOUTH ON 16TH STREET FOR 1.24 MI (2.00 KM) UNTIL YOU REACH
 DS1644'A SEWAGE STATION ON YOUR RIGHT JUST 80 YDS (73.2 M) BEFORE REACHING A
 DS1644'T INTERSECTION WITH MILITARY STREET.  THE BENCH MARK BRASS DISC SET
 DS1644'INTO THE CONCRETE FOUNDATION OF A SEWAGE STATION CULVERT,
 DS1644'APPROXIMATELY 14.3 M (46.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DS1644'16TH ST.
 DS1644'
 DS1644'BENCH MARK IS 9.23 M (30.3 FT) EAST OF THE SOUTHEAST CORNER OF SEWAGE
 DS1644'PUMPING BUILDING, 2.65 M (8.7 FT) WEST OF THE EASTERNMOST EDGE OF A
 DS1644'3.5 M (11.5 FT) ROUND CONCRETE CAP OF A SEWAGE PIPE, 0.21 M (0.7 FT)
 DS1644'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0048 ***********************************************************************
 NE0048  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0048  DESIGNATION -  901 4087 GRATE BAR A
 NE0048  PID         -  NE0048
 NE0048  STATE/COUNTY-  MI/ST CLAIR
 NE0048  COUNTRY     -  US
 NE0048  USGS QUAD   -  PORT HURON (2017)
 NE0048
 NE0048                         *CURRENT SURVEY CONTROL
 NE0048  ______________________________________________________________________
 NE0048* NAD 83(1986) POSITION- 42 56 44.85   (N) 082 26 39.91   (W)   HD_HELD1
 NE0048* NAVD 88 ORTHO HEIGHT -   181.637 (meters)      595.92  (feet) ADJUSTED
 NE0048  ______________________________________________________________________
 NE0048  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0048  DYNAMIC HEIGHT  -        181.591 (meters)      595.77  (feet) COMP
 NE0048  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 NE0048
 NE0048  VERT ORDER      -  SECOND    CLASS I
 NE0048
 NE0048.The horizontal coordinates were determined by differentially corrected
 NE0048.hand held GPS observations or other comparable positioning techniques
 NE0048.and have an estimated accuracy of +/- 3 meters.
 NE0048
 NE0048.The orthometric height was determined by differential leveling and
 NE0048.adjusted by the NATIONAL GEODETIC SURVEY
 NE0048.in January 2025.
 NE0048
 NE0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0048.GEOID18 height accuracy estimate available here.
 NE0048
 NE0048.This Water Level Mark is designated as VM 12992
 NE0048.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0048
 NE0048.Click photographs - Photos may exist for this station.
 NE0048
 NE0048.The dynamic height is computed by dividing the NAVD 88
 NE0048.geopotential number by the normal gravity value computed on the
 NE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0048.degrees latitude (g = 980.6199 gals.).
 NE0048
 NE0048.The modeled gravity was interpolated from observed gravity values.
 NE0048
 NE0048;                    North         East    Units  Estimated Accuracy
 NE0048;SPC MI S     -   162,385.6   4,156,851.5     MT  (+/- 3 meters HH1 GPS) 
 NE0048
 NE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8216355807(NAD 83)
 NE0048
 NE0048                          SUPERSEDED SURVEY CONTROL
 NE0048
 NE0048  NAVD 88 (05/05/00)  181.631  (m)          595.90   (f) SUPERSEDED  2 1
 NE0048  NAVD 88 (06/15/91)  181.633  (m)          595.91   (f) SUPERSEDED  1 0
 NE0048  NGVD 29 (11/26/84)  181.752  (m)          596.30   (f) ADJUSTED    1 0
 NE0048
 NE0048.Superseded values are not recommended for survey control.
 NE0048
 NE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0048.See file dsdata.pdf to determine how the superseded data were derived.
 NE0048
 NE0048_MARKER: F = FLANGE-ENCASED ROD
 NE0048_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0048+WITH SETTING: INFORMATION.
 NE0048_STAMPING: GRATE BAR A 1945
 NE0048_MARK LOGO: NGS
 NE0048_PROJECTION: FLUSH
 NE0048_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0048+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 NE0048_ROD/PIPE-DEPTH: 2.6 meters
 NE0048
 NE0048  HISTORY     - Date     Condition        Report By
 NE0048  HISTORY     - 1945     MONUMENTED       USLS
 NE0048  HISTORY     - 1970     GOOD             USLS
 NE0048  HISTORY     - 1980     GOOD             NGS
 NE0048  HISTORY     - 19941025 GOOD             NOS
 NE0048  HISTORY     - 19951102 GOOD             NOS
 NE0048  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0048  HISTORY     - 20081002 GOOD             MIDT
 NE0048  HISTORY     - 20230919 GOOD             CO-OPS
 NE0048
 NE0048                          STATION DESCRIPTION
 NE0048
 NE0048'DESCRIBED BY US LAKE SURVEY 1970
 NE0048'AT PORT HURON.
 NE0048'GRATE BAR A IS A PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON
 NE0048'THE SOUTHWEST SIDE OF MILITARY STREET, JUST SOUTHEAST OF A
 NE0048'DWELLING AT 1822 GRANT PLACE, 17.4 FEET NORTHEAST OF UTILITY
 NE0048'POLE NO. 6243, 10.6 FEET SOUTHWEST OF UTILITY POLE NO. 4819,
 NE0048'5.4 FEET NORTH OF 24-INCH ASH, 1.9 FEET SOUTHWEST OF SOUTHWEST
 NE0048'EDGE OF SIDEWALK, 1.7 FEET NORTH OF UTILITY POLE ANCHOR ROD,
 NE0048'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0048'1-1/4 INCH SQUARE STEEL BAR, 8-1/2 FEET LONG.  NOTE-- PREV.
 NE0048'DESIG. BM GRATE BAR A 1945.
 NE0048
 NE0048                          STATION RECOVERY (1980)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0048'3.4 KILOMETER (2.1 MILES) SOUTH SOUTHWEST ALONG STATE HIGHWAY 25
 NE0048'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, THENCE
 NE0048'0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG GRANT STREET, SET IN THE
 NE0048'LAWN ON THE SOUTHEAST SIDE OF THE PROPERTY OF HOUSE NUMBER 1822 GRANT
 NE0048'STREET, 9.47 METERS (31.1 FEET) EAST OF THE EAST CORNER OF THE HOUSE,
 NE0048'3.35 METERS (11 FEET) SOUTHWEST OF POWER POLE 4819, 0.55 METERS
 NE0048'(1.8 FEET) NORTH OF THE BASE OF THE MOST NORTHERLY GUY WIRE (ONE OF
 NE0048'TWO) OF POWER POLE NUMBER 6243 AND IS IN THE LAWN OF THE PROPERTY,
 NE0048'NOTE, THIS MARK IS THE TOP OF AN 1 1/4-INCH SQUARE IRON BAR.
 NE0048'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0048
 NE0048                          STATION RECOVERY (1994)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0048'GRATE BAR A IS A PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, 3.4
 NE0048'KILOMETER (2.10 MI) SOUTH SOUTHWEST ALONG STATE HIGHWAY 25 (MILITARY
 NE0048'STREET AND ELECTRIC AVENUE) FROM THE U.S.  POST OFFICE IN PORT HURON,
 NE0048'THENCE 0.1 KILOMETER (0.05 MI) SOUTHEAST ALONG GRANT PLACE, SET IN THE
 NE0048'LAWN ON THE SOUTHEAST SIDE OF THE PROPERTY OF HOUSE NUMBER 1822 GRANT
 NE0048'PLACE, 9.47 METERS (31.07 FT) EAST OF THE EAST CORNER OF THE HOUSE,
 NE0048'5.30 METERS (17.39 FT) NORTHEAST OF UTILITY POLE 6243, 3.22 METERS
 NE0048'(10.56 FT) SOUTHWEST OF POWER POLE 4819, 1.63 METERS (5.35 FT) NORTH
 NE0048'OF 24-INCH ASH, 0.58 METERS (1.90 FT) SOUTHWEST OF SOUTHWEST EDGE OF
 NE0048'SIDEWALK, 0.56 METERS (1.84 FT) NORTH OF THE BASE OF THE MOST
 NE0048'NORTHERLY GUY WIRE (ONE OF TWO) OF POWER POLE NUMBER 6243 AND IS IN
 NE0048'THE LAWN OF THE PROPERTY, NOTE, THIS MARK IS THE TOP OF AN 1 1/4-INCH
 NE0048'SQUARE IRON BAR, 2.59 METERS (8.50 FT) LONG.
 NE0048
 NE0048                          STATION RECOVERY (1995)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0048'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 6 INCHES BELOW GROUND
 NE0048'LEVEL.
 NE0048
 NE0048                          STATION RECOVERY (2002)
 NE0048
 NE0048'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0048'SUSPECT MARK DESTROYED DURING SEWER REPLACEMENT IN PORT HURON.
 NE0048
 NE0048                          STATION RECOVERY (2008)
 NE0048
 NE0048'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CSM)
 NE0048'RECOVERED AS DESCRIBED.
 NE0048
 NE0048                          STATION RECOVERY (2023)
 NE0048
 NE0048'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0952 ***********************************************************************
 NE0952  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0952  DESIGNATION -  901 4087 MANHOLE USLS
 NE0952  PID         -  NE0952
 NE0952  STATE/COUNTY-  MI/ST CLAIR
 NE0952  COUNTRY     -  US
 NE0952  USGS QUAD   -  PORT HURON (2017)
 NE0952
 NE0952                         *CURRENT SURVEY CONTROL
 NE0952  ______________________________________________________________________
 NE0952* NAD 83(1986) POSITION- 42 56 44.     (N) 082 26 39.     (W)   SCALED
 NE0952* NAVD 88 ORTHO HEIGHT -   180.961 (meters)      593.70  (feet) ADJUSTED
 NE0952  ______________________________________________________________________
 NE0952  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0952  DYNAMIC HEIGHT  -        180.916 (meters)      593.56  (feet) COMP
 NE0952  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 NE0952
 NE0952  VERT ORDER      -  FIRST     CLASS II
 NE0952
 NE0952.The horizontal coordinates were scaled from a map and have
 NE0952.an estimated accuracy of +/- 6 seconds.
 NE0952
 NE0952.The orthometric height was determined by differential leveling and
 NE0952.adjusted by the NATIONAL GEODETIC SURVEY
 NE0952.in June 1991.
 NE0952
 NE0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0952.GEOID18 height accuracy estimate available here.
 NE0952
 NE0952.This Water Level Mark is designated as VM 12997
 NE0952.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0952
 NE0952.Click photographs - Photos may exist for this station.
 NE0952
 NE0952.The dynamic height is computed by dividing the NAVD 88
 NE0952.geopotential number by the normal gravity value computed on the
 NE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0952.degrees latitude (g = 980.6199 gals.).
 NE0952
 NE0952.The modeled gravity was interpolated from observed gravity values.
 NE0952
 NE0952;                    North         East    Units  Estimated Accuracy
 NE0952;SPC MI S     -   162,360.    4,156,870.      MT  (+/- 180 meters Scaled)
 NE0952
 NE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH821557(NAD 83)
 NE0952
 NE0952                          SUPERSEDED SURVEY CONTROL
 NE0952
 NE0952  NGVD 29 (11/26/84)  181.080  (m)          594.09   (f) ADJUSTED    1 2
 NE0952
 NE0952.Superseded values are not recommended for survey control.
 NE0952
 NE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0952.See file dsdata.pdf to determine how the superseded data were derived.
 NE0952
 NE0952_MARKER: Q = CHISELED SQUARE
 NE0952_SETTING: 0 = UNSPECIFIED SETTING
 NE0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0952
 NE0952  HISTORY     - Date     Condition        Report By
 NE0952  HISTORY     - 1971     MONUMENTED       USLS
 NE0952  HISTORY     - 1980     GOOD             NGS
 NE0952  HISTORY     - 19940514 GOOD             USPSQD
 NE0952  HISTORY     - 20020505 GOOD             USPSQD
 NE0952
 NE0952                          STATION DESCRIPTION
 NE0952
 NE0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0952'3.4 KM SSW FROM PORT HURON.
 NE0952'3.4 KILOMETERS (2.15 MILES) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 25
 NE0952'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, AT THE
 NE0952'NORTH CORNER OF THE JUNCTION OF GRANT PLACE AND THE NORTH BOUND LANES
 NE0952'OF MILITARY STREET, A CHISELED SQUARE ON THE SOUTHEAST EDGE OF THE
 NE0952'RIM OF A MANHOLE COVER, 5.25 METERS (17.2 FEET) NORTHWEST OF THE
 NE0952'CENTER LINE OF MILITARY STREET, 2.36 METERS(7.75 FEET) NORTH OF THE
 NE0952'ROUNDED PORTION OF THE CURB, AND 0.244 METERS (0.8 FEET) SOUTHEAST
 NE0952'OF THE SOUTHEAST EDGE OF THE MILITARY STREET SIDEWALK AND ALMOST
 NE0952'IN LINE WITH THE NORTHEAST EDGE OF THE NORTHEAST GRANT PLACE SIDEWALK.
 NE0952'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0952
 NE0952                          STATION RECOVERY (1994)
 NE0952
 NE0952'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0952'RECOVERED IN GOOD CONDITION.
 NE0952
 NE0952                          STATION RECOVERY (2002)
 NE0952
 NE0952'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0952'CLOSEST HOUSE ADDRESS IS 3239 MILITARY STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0054 ***********************************************************************
 NE0054  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0054  DESIGNATION -  901 4087 SCHOOL
 NE0054  PID         -  NE0054
 NE0054  STATE/COUNTY-  MI/ST CLAIR
 NE0054  COUNTRY     -  US
 NE0054  USGS QUAD   -  PORT HURON (2017)
 NE0054
 NE0054                         *CURRENT SURVEY CONTROL
 NE0054  ______________________________________________________________________
 NE0054* NAD 83(1986) POSITION- 42 57 02.3    (N) 082 26 25.9    (W)   HD_HELD2
 NE0054* NAVD 88 ORTHO HEIGHT -   185.098 (meters)      607.28  (feet) ADJUSTED
 NE0054  ______________________________________________________________________
 NE0054  GEOID HEIGHT    -        -34.923 (meters)                     GEOID18
 NE0054  DYNAMIC HEIGHT  -        185.051 (meters)      607.12  (feet) COMP
 NE0054  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 NE0054
 NE0054  VERT ORDER      -  FIRST     CLASS 0
 NE0054
 NE0054.The horizontal coordinates were established by autonomous hand held GPS
 NE0054.observations and have an estimated accuracy of +/- 10 meters.
 NE0054
 NE0054.The orthometric height was determined by differential leveling and
 NE0054.adjusted by the NATIONAL GEODETIC SURVEY
 NE0054.in June 1991.
 NE0054
 NE0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0054.GEOID18 height accuracy estimate available here.
 NE0054
 NE0054.This Water Level Mark is designated as VM 12996
 NE0054.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0054
 NE0054.Click photographs - Photos may exist for this station.
 NE0054
 NE0054.The dynamic height is computed by dividing the NAVD 88
 NE0054.geopotential number by the normal gravity value computed on the
 NE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0054.degrees latitude (g = 980.6199 gals.).
 NE0054
 NE0054.The modeled gravity was interpolated from observed gravity values.
 NE0054
 NE0054;                    North         East    Units  Estimated Accuracy
 NE0054;SPC MI S     -   162,931.    4,157,157.      MT  (+/- 10 meters HH2 GPS)
 NE0054
 NE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8249056339(NAD 83)
 NE0054
 NE0054                          SUPERSEDED SURVEY CONTROL
 NE0054
 NE0054  NGVD 29 (11/26/84)  185.216  (m)          607.66   (f) ADJUSTED    1 0
 NE0054
 NE0054.Superseded values are not recommended for survey control.
 NE0054
 NE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0054.See file dsdata.pdf to determine how the superseded data were derived.
 NE0054
 NE0054_MARKER: B = BOLT
 NE0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0054_SP_SET: WATER TABLE
 NE0054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0054+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 NE0054
 NE0054  HISTORY     - Date     Condition        Report By
 NE0054  HISTORY     - 1928     MONUMENTED       USLS
 NE0054  HISTORY     - 1970     GOOD             USLS
 NE0054  HISTORY     - 1980     GOOD             NGS
 NE0054  HISTORY     - 19941025 GOOD             NOS
 NE0054  HISTORY     - 19951102 GOOD             NOS
 NE0054  HISTORY     - 20020505 GOOD             USPSQD
 NE0054  HISTORY     - 20061212 GOOD             MIDT
 NE0054  HISTORY     - 20081002 GOOD             MIDT
 NE0054
 NE0054                          STATION DESCRIPTION
 NE0054
 NE0054'DESCRIBED BY US LAKE SURVEY 1970
 NE0054'AT PORT HURON.
 NE0054'SCHOOL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, NEAR
 NE0054'THE INTERSECTION OF REID STREET AND ELECTRIC AVENUE, ON NORTHWEST
 NE0054'SIDE OF ELECTRIC AVENUE, UNDER FOURTH SET OF WINDOWS, 65.0 FEET
 NE0054'SOUTHWEST OF EAST CORNER AND IN SOUTHEAST FACE OF GRANT SCHOOL,
 NE0054'5.0 FEET SOUTHWEST OF A JOG IN BUILDING, 2-1/4 FEET ABOVE THE
 NE0054'GROUND, BEING HIGHEST POINT ON TOP OF A BRASS BOLT SET INTO
 NE0054'TOP OF A CONCRETE WATER TABLE.  NOTE-- PREV. DESIG. BM SCHOOL 1928
 NE0054
 NE0054                          STATION RECOVERY (1980)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0054'IN PORT HURON, AT GRANT SCHOOL AT THE JUNCTION OF REID STREET AND
 NE0054'ELECTRIC AVENUE, THIS MARK IS A 3/16 BRASS BOLT SET IN TOP OF THE
 NE0054'CONCRETE FOUNDATION OF THE SCHOOL UNDER THE NORTHEAST END OF THE
 NE0054'4-TH SET OF WINDOWS SOUTHWEST OF THE NORTHEAST ENTRANCE DOORS TO THE
 NE0054'SCHOOL, 17.93 METERS (58.8 FEET) SOURTHWEST OF THE CENTER OF THE
 NE0054'NORTHEAST ENTRANCE DOORS OF THE SCHOOL, AND 0.24 METER (0.8 FOOT)
 NE0054'SOUTHWEST OF THE NORTHEAST CONCRETE FRAMING OF THE 4 TH SET OF
 NE0054'WINDOWS SOUTHWEST OF THE NORTHEAST ENTRANCE DOORS TO THE SCHOOL.
 NE0054'THE MARK IS 0.75 M ABOVE GROUND.
 NE0054
 NE0054                          STATION RECOVERY (1994)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0054'SCHOOL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, AT GRANT SCHOOL,
 NE0054'AT THE JUNCTION OF REID STREET AND ELECTRIC AVENUE, THIS MARK IS A
 NE0054'3/16-INCH BRASS BOLT SET IN TOP OF THE CONCRETE WATER TABLE OF THE
 NE0054'SCHOOL, UNDER THE NORTHEAST END OF THE 4TH SET OF WINDOWS SOUTHWEST OF
 NE0054'THE SOUTHEAST ENTRANCE DOORS TO THE SCHOOL, 51.0 METERS (167.3 FT)
 NE0054'NORTHEAST OF MOST SOUTHERLY CORNER OF SCHOOL BUILDING, 35.9 METERS
 NE0054'(117.8 FT) SOUTHWEST OF MOST NORTHEASTERN CORNER OF SCHOOL BUILDING,
 NE0054'17.93 METERS (58.83 FT) SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 NE0054'ENTRANCE DOORS OF THE SCHOOL, 0.69 METER (2.26 FT) ABOVE GROUND.
 NE0054
 NE0054                          STATION RECOVERY (1995)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0054'RECOVERED AS DESCRIBED.
 NE0054
 NE0054                          STATION RECOVERY (2002)
 NE0054
 NE0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0054'WHITE ARROW ON WINDOW LEDGE POINTS DOWN TO MARK.
 NE0054
 NE0054                          STATION RECOVERY (2006)
 NE0054
 NE0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0054'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. 11.67 METERS
 NE0054'(38.3 FEET) NORTHEAST OF AN 8 INCH (20 CENTIMETER) APPLE TREE, AND
 NE0054'1.83 METERS (6 FEET) NORTH OF A CARSONITE WITNESS POST.
 NE0054
 NE0054                          STATION RECOVERY (2008)
 NE0054
 NE0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CSM)
 NE0054'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0055 ***********************************************************************
 NE0055  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0055  DESIGNATION -  901 4087 WALL
 NE0055  PID         -  NE0055
 NE0055  STATE/COUNTY-  MI/ST CLAIR
 NE0055  COUNTRY     -  US
 NE0055  USGS QUAD   -  PORT HURON (2017)
 NE0055
 NE0055                         *CURRENT SURVEY CONTROL
 NE0055  ______________________________________________________________________
 NE0055* NAD 83(1986) POSITION- 42 56 56.8    (N) 082 26 18.5    (W)   HD_HELD2
 NE0055* NAVD 88 ORTHO HEIGHT -   182.122 (meters)      597.51  (feet) ADJUSTED
 NE0055  ______________________________________________________________________
 NE0055  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 NE0055  DYNAMIC HEIGHT  -        182.076 (meters)      597.36  (feet) COMP
 NE0055  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 NE0055
 NE0055  VERT ORDER      -  SECOND    CLASS I
 NE0055
 NE0055.The horizontal coordinates were established by autonomous hand held GPS
 NE0055.observations and have an estimated accuracy of +/- 10 meters.
 NE0055
 NE0055.The orthometric height was determined by differential leveling and
 NE0055.adjusted by the NATIONAL GEODETIC SURVEY
 NE0055.in June 2009.
 NE0055
 NE0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0055.GEOID18 height accuracy estimate available here.
 NE0055
 NE0055.This Water Level Mark is designated as VM 12994
 NE0055.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0055
 NE0055.Click photographs - Photos may exist for this station.
 NE0055
 NE0055.The dynamic height is computed by dividing the NAVD 88
 NE0055.geopotential number by the normal gravity value computed on the
 NE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0055.degrees latitude (g = 980.6199 gals.).
 NE0055
 NE0055.The modeled gravity was interpolated from observed gravity values.
 NE0055
 NE0055;                    North         East    Units  Estimated Accuracy
 NE0055;SPC MI S     -   162,765.    4,157,328.      MT  (+/- 10 meters HH2 GPS)
 NE0055
 NE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8265456167(NAD 83)
 NE0055
 NE0055                          SUPERSEDED SURVEY CONTROL
 NE0055
 NE0055  NAVD 88 (06/15/91)  182.125  (m)          597.52   (f) SUPERSEDED  1 0
 NE0055  NGVD 29 (11/26/84)  182.244  (m)          597.91   (f) ADJUSTED    1 0
 NE0055
 NE0055.Superseded values are not recommended for survey control.
 NE0055
 NE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0055.See file dsdata.pdf to determine how the superseded data were derived.
 NE0055
 NE0055_MARKER: B = BOLT
 NE0055_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NE0055_SP_SET: RETAINING WALL
 NE0055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0055+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 NE0055
 NE0055  HISTORY     - Date     Condition        Report By
 NE0055  HISTORY     - 1928     MONUMENTED       USLS
 NE0055  HISTORY     - 1970     GOOD             USLS
 NE0055  HISTORY     - 1980     GOOD             NGS
 NE0055  HISTORY     - 19941025 GOOD             NOS
 NE0055  HISTORY     - 20020505 GOOD             USPSQD
 NE0055  HISTORY     - 20081003 GOOD             MIDT
 NE0055  HISTORY     - 20230919 GOOD             CO-OPS
 NE0055
 NE0055                          STATION DESCRIPTION
 NE0055
 NE0055'DESCRIBED BY US LAKE SURVEY 1970
 NE0055'AT PORT HURON.
 NE0055'WALL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, OPPOSITE
 NE0055'RESIDENCE AT NO. 2949 MILITARY STREET, 95 FEET DOWNRIVER FROM
 NE0055'UPRIVER END OF RETAINING WALL, 72 FEET DOWNRIVER FROM DRIVEWAY
 NE0055'THROUGH THE WALL, 65 FEET UPRIVER FROM A FLIGHT OF STEPS,
 NE0055'46 FEET SOUTHEAST OF MILITARY STREET CURB, 34.2 FEET SOUTH OF A
 NE0055'UTILITY POLE, BEING HIGHEST POINT ON TOP OF WESTERLY OF TWO IRON
 NE0055'BOLTS SET IN THE TOP OF THE CONCRETE RETAINING WALL, SURROUNDED
 NE0055'BY A 4 INCH SQUARE CUT IN THE CONCRETE.  NOTE-- PREV. DESIG. BM
 NE0055'WALL 1928
 NE0055
 NE0055                          STATION RECOVERY (1980)
 NE0055
 NE0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0055'2.7 KILOMETERS (1.7 MILES) SOUTHSOUTHWEST ALONG STATE HIGHWAY 25
 NE0055'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, THIS MARK
 NE0055'IS THE HIGHEST POINT OF THE TOP OF THE WEST ONE OF TWO 1 INCH IRON
 NE0055'BOLTS IN TOP OF A LARGE CONCRETE RETAINING WALL ON THE SOUTHEAST SIDE
 NE0055'OF THE HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM HOUSE NUMBER 2949,
 NE0055'26.22 METERS (86 FEET) EAST OF THE NORTH CORNER OF THE CONCRETE BLOCK
 NE0055'GARAGE OF HOUSE NUMBER 2964, 22.1 METERS (72.5 FEET) SOUTHWEST OF
 NE0055'THE NORTHEAST END OF THE RETAINING WALL, AND 18.11 METERS (59.4 FEET)
 NE0055'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 NE0055'THE MARK IS 0.18 M ABOVE GROUND.
 NE0055
 NE0055                          STATION RECOVERY (1994)
 NE0055
 NE0055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0055'WALL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, 2.7 KILOMETERS
 NE0055'(1.65 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 25 (MILITARY STREET AND
 NE0055'ELECTRIC AVENUE) FROM THE U.S.  POST OFFICE IN PORT HURON, THIS MARK
 NE0055'IS THE HIGHEST POINT OF THE TOP OF THE WEST ONE OF TWO 1 INCH IRON
 NE0055'BOLTS IN TOP OF A LARGE CONCRETE RETAINING WALL ON THE SOUTHEAST SIDE
 NE0055'OF HIGHWAY 25 NORTH (MILITARY STREET) , DIRECTLY ACROSS THE HIGHWAY
 NE0055'FROM HOUSE NUMBER 2949, 26.22 METERS (86.02 FT) EAST OF THE NORTH
 NE0055'CORNER OF THE CONCRETE BLOCK GARAGE OF HOUSE NUMBER 2964, 22.1 METERS
 NE0055'(72.5 FT) SOUTHWEST OF THE NORTHEAST END (DRIVEWAY) OF THE RETAINING
 NE0055'WALL, AND 18.11 METERS (59.42 FT) SOUTHEAST OF THE CENTER LINE OF THE
 NE0055'HIGHWAY 25.
 NE0055
 NE0055                          STATION RECOVERY (2002)
 NE0055
 NE0055'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0055'RECOVERED IN GOOD CONDITION.
 NE0055
 NE0055                          STATION RECOVERY (2008)
 NE0055
 NE0055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CSM)
 NE0055'RECOVERED AS DESCRIBED.
 NE0055
 NE0055                          STATION RECOVERY (2023)
 NE0055
 NE0055'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0955 ***********************************************************************
 NE0955  CBN         -  This is a Cooperative Base Network Control Station.
 NE0955  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0955  DESIGNATION -  901 4090 D
 NE0955  PID         -  NE0955
 NE0955  STATE/COUNTY-  MI/ST CLAIR
 NE0955  COUNTRY     -  US
 NE0955  USGS QUAD   -  PORT HURON (2017)
 NE0955
 NE0955                         *CURRENT SURVEY CONTROL
 NE0955  ______________________________________________________________________
 NE0955* NAD 83(2011) POSITION- 42 58 27.61822(N) 082 25 06.80593(W)   ADJUSTED
 NE0955* NAD 83(2011) ELLIP HT-   142.926 (meters)        (06/27/12)   ADJUSTED
 NE0955* NAD 83(2011) EPOCH   -  2010.00
 NE0955* NAVD 88 ORTHO HEIGHT -   177.851 (meters)      583.50  (feet) ADJUSTED
 NE0955  ______________________________________________________________________
 NE0955  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 NE0955  NAD 83(2011) X  -    616,666.018 (meters)                     COMP
 NE0955  NAD 83(2011) Y  - -4,633,143.057 (meters)                     COMP
 NE0955  NAD 83(2011) Z  -  4,325,513.801 (meters)                     COMP
 NE0955  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 NE0955  DYNAMIC HEIGHT  -        177.806 (meters)      583.35  (feet) COMP
 NE0955  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 NE0955
 NE0955  VERT ORDER      -  SECOND    CLASS I
 NE0955
 NE0955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0955  Standards:
 NE0955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0955  -------------------------------------------------------------------
 NE0955  NETWORK    0.32   0.78           0.15   0.10   0.40     -0.01469099
 NE0955  -------------------------------------------------------------------
 NE0955  Click here for local accuracies and other accuracy information.
 NE0955
 NE0955.The horizontal coordinates were established by GPS observations
 NE0955.and adjusted by the National Geodetic Survey in June 2012.
 NE0955
 NE0955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0955.been affixed to the stable North American tectonic plate. See 
 NE0955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0955
 NE0955.The horizontal coordinates are valid at the epoch date displayed above
 NE0955.which is a decimal equivalence of Year/Month/Day.
 NE0955
 NE0955.The orthometric height was determined by differential leveling and
 NE0955.adjusted by the NATIONAL GEODETIC SURVEY
 NE0955.in June 2009.
 NE0955
 NE0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0955.GEOID18 height accuracy estimate available here.
 NE0955
 NE0955.This Water Level Mark is designated as VM 13003
 NE0955.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0955
 NE0955.Click photographs - Photos may exist for this station.
 NE0955
 NE0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0955
 NE0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0955
 NE0955.The ellipsoidal height was determined by GPS observations
 NE0955.and is referenced to NAD 83.
 NE0955
 NE0955.The dynamic height is computed by dividing the NAVD 88
 NE0955.geopotential number by the normal gravity value computed on the
 NE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0955.degrees latitude (g = 980.6199 gals.).
 NE0955
 NE0955.The modeled gravity was interpolated from observed gravity values.
 NE0955
 NE0955. The following values were computed from the NAD 83(2011) position.
 NE0955
 NE0955;                    North         East     Units Scale Factor Converg.
 NE0955;SPC MI S     -   165,604.315 4,158,888.036   MT  0.99990809   +1 19 32.7
 NE0955;SPC MI S     -   543,321.24 13,644,645.79   iFT  0.99990809   +1 19 32.7
 NE0955;UTM  17      - 4,758,941.345   384,326.779   MT  0.99976461   -0 58 01.5
 NE0955
 NE0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0955!SPC MI S     -   0.99997759  x   0.99990809  =   0.99988568
 NE0955!UTM  17      -   0.99997759  x   0.99976461  =   0.99974220
 NE0955
 NE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8432658941(NAD 83)
 NE0955
 NE0955                          SUPERSEDED SURVEY CONTROL
 NE0955
 NE0955  NAD 83(2007)-  42 58 27.61841(N)    082 25 06.80678(W) AD(2002.00) A
 NE0955  ELLIP H (10/11/07)  142.939  (m)                       GP(2002.00) 4 2
 NE0955  NAD 83(2007)-  42 58 27.61826(N)    082 25 06.80679(W) AD(2002.00) 1
 NE0955  ELLIP H (06/10/07)  142.944  (m)                       GP(2002.00) 4 1
 NE0955  NAD 83(2007)-  42 58 27.61818(N)    082 25 06.80859(W) AD(2002.00) 0
 NE0955  ELLIP H (02/10/07)  142.925  (m)                       GP(2002.00)    
 NE0955  ELLIP H (07/12/02)  142.975  (m)                       GP(       ) 4 2
 NE0955  NAD 83(1994)-  42 58 27.61848(N)    082 25 06.80683(W) AD(       ) B
 NE0955  ELLIP H (09/20/95)  142.965  (m)                       GP(       ) 1 2
 NE0955  NAVD 88             177.85   (m)          583.5    (f) LEVELING    3  
 NE0955  NAVD 88 (06/15/91)  177.848  (m)          583.49   (f) SUPERSEDED  1 2
 NE0955  NGVD 29 (11/26/84)  177.965  (m)          583.87   (f) ADJUSTED    1 2
 NE0955
 NE0955.Superseded values are not recommended for survey control.
 NE0955
 NE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0955.See file dsdata.pdf to determine how the superseded data were derived.
 NE0955
 NE0955_MARKER: DJ = TIDAL STATION DISK
 NE0955_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0955_SP_SET: WALKWAY
 NE0955_STAMPING: 4090 D 1977
 NE0955_MARK LOGO: NOS
 NE0955_PROJECTION: FLUSH
 NE0955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0955+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 NE0955
 NE0955  HISTORY     - Date     Condition        Report By
 NE0955  HISTORY     - 1977     MONUMENTED       NOS
 NE0955  HISTORY     - 1980     GOOD             NGS
 NE0955  HISTORY     - 19931109 GOOD             NOS
 NE0955  HISTORY     - 19931115 GOOD             USDA
 NE0955  HISTORY     - 19940325 GOOD             MIDT
 NE0955  HISTORY     - 19940514 GOOD             USPSQD
 NE0955  HISTORY     - 19940520 GOOD             NGS
 NE0955  HISTORY     - 19941115 GOOD             LOCENG
 NE0955  HISTORY     - 19951028 GOOD             NOS
 NE0955  HISTORY     - 19970705 GOOD             USPSQD
 NE0955  HISTORY     - 19980728 GOOD             OHM
 NE0955  HISTORY     - 19990703 GOOD             USPSQD
 NE0955  HISTORY     - 20011001 GOOD             MI-147
 NE0955  HISTORY     - 20021017 GOOD             ADVGEO
 NE0955  HISTORY     - 20030413 GOOD             USPSQD
 NE0955  HISTORY     - 2005     GOOD             NGS
 NE0955  HISTORY     - 20060417 GOOD             MIDT
 NE0955  HISTORY     - 20081003 GOOD             MIDT
 NE0955  HISTORY     - 20100608 GOOD             MIDT
 NE0955  HISTORY     - 20110505 GOOD             JCLS
 NE0955  HISTORY     - 20130511 GOOD             FAMM
 NE0955  HISTORY     - 20150812 GOOD             NGS
 NE0955  HISTORY     - 20220822 GOOD             NGS
 NE0955  HISTORY     - 20221020 POOR             CO-OPS
 NE0955
 NE0955                          STATION DESCRIPTION
 NE0955
 NE0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0955'IN PORT HURON.
 NE0955'IN PORT HURON, ON THE SOUTHEAST CORNER OF THE PROPERTY OF THE SEWAGE
 NE0955'TREATMENT PLANT, SET IN THE CONCRETE WALKWAY ON THE WEST BANK OF THE
 NE0955'ST. CLAIR RIVER NEAR THE EXTENDED CENTER OF CLYDE STREET, 7.8 METERS
 NE0955'(25.6 FEET) SOUTHEAST OF A STEEL LIGHT POLE, AND 0.7 METER (2.3 FEET)
 NE0955'NORTHWEST OF THE SOUTHEAST CORNER OF THE WALKWAY.
 NE0955'THE MARK IS ABOVE LEVEL WITH WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1993)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 NE0955'BM 4090 D IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE
 NE0955'SOUTHEAST CORNER OF THE PROPERTY OF THE SEWAGE TREATMENT PLANT, SET IN
 NE0955'THE CONCRETE WALKWAY ON THE WEST BANK OF THE ST.  CLAIR RIVER NEAR THE
 NE0955'EXTENDED CENTER OF CLYDE STREET, 7.8 METERS (25.6 FT) SOUTHEAST OF A
 NE0955'STEEL LIGHT POLE, AND 0.7 METER (2.3 FT) NORTHWEST OF THE SOUTHEAST
 NE0955'CORNER OF THE WALKWAY, BEING A STANDARD NOS DISC SET FLUSH WITH THE
 NE0955'CONCRETE..
 NE0955
 NE0955                          STATION RECOVERY (1993)
 NE0955
 NE0955'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE0955'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 NE0955'IS IN THE SOUTHWEST 1/4 OF SECTION 11, T-6-N, R-17-E, PORT HURON
 NE0955'TOWNSHIP AND IN THE CITY OF PORT HURON AT THE SOUTHEAST CORNER OF THE
 NE0955'SEWAGE DISPOSAL PLANT.  TO REACH FROM THE POST OFFICE AT PORT HURON,
 NE0955'GO 0.4 MI (0.6 KM) NORTH ALONG MILITARY STREET (INTERSTATE HIGHWAY 94
 NE0955'BUSINESS LOOP) CROSSING THE RIVER.  CONTINUE NORTH FOR 0.1 MI (0.2 KM)
 NE0955'TO A CROSSROAD, MCMORRAN STREET.  TURN RIGHT GO EAST FOR 0.2 MI (0.3
 NE0955'KM) TO A T-INTERSECTION, MERCHANT STREET.  TURN RIGHT GO SOUTH FOR 0.3
 NE0955'MI (0.5 KM) TO A ROAD ON RIGHT, CYLDE STREET AND A PARKING LOT TO THE
 NE0955'LEFT.  TURN LEFT INTO PARKING LOT AND GO TO THE END OF LOT AT RIVER
 NE0955'AND THE STATION AS DESCRIBED.  STATION IS A NATIONAL OCEAN SURVEY DISK
 NE0955'SET FLUSH IN THE TOP OF CONCRETE SIDEWALK, 25.6 FT (7.8 M) SOUTHEAST
 NE0955'FROM A STEEL LIGHT POLE, 2.7 FT (0.8 M) NORTHWEST FROM A CHAIN LINK
 NE0955'FENCE CORNER POST, AND 2.3 FT (0.7 M) NORTHWEST FROM THE SOUTHEAST
 NE0955'CORNER OF THE CONCRETE WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE0955'STATION IS LOCATED IN QUAD 420821, IN THE CITY OF PORT HURON, AT THE
 NE0955'EXTENDED CENTER OF CLYDE STREET AND THE ST CLAIR RIVER, AT THE
 NE0955'SOUTHEAST CORNER OF THE CITY OF PORT HURON SEWAGE TREATMENT PLANT, IN
 NE0955'T 6 N, R 17 E, HURON TOWNSHIP AND ON THE PORT HURON QUADRANGLE MAP.
 NE0955'OWNERSHIP--CITY OF PORT HURON.  TO REACH FROM THE CITY HALL IN PORT
 NE0955'HURON ON THE ST CLAIR RIVER AT THE JUNCTION OF MCMORRAN AND MERCHANT
 NE0955'STREET, GO SOUTH ON MERCHANT STREET FOR 0.3 MI (0.5 KM) TO A DRIVEWAY
 NE0955'AT THE SOUTH SIDE OF THE SEWAGE TREATMENT PLANT.  TURN LEFT, EAST, AND
 NE0955'GO 0.06 MI (0.10 KM) INTO THE PARKING LOT.  THE STATION IS AT THE
 NE0955'SOUTHEAST CORNER OF THE PARKING LOT.  STATION MARK IS A DISK SET IN A
 NE0955'4.6 M (15.1 FT) BY 3.0 M (9.8 FT) BY 0.23 M (0.75 FT) CONCRETE WALKWAY
 NE0955'ON THE WEST BANK OF THE ST CLAIR RIVER, ON THE SOUTHEAST CORNER OF THE
 NE0955'PROPERTY OF THE SEWAGE TREATMENT PLANT.  IT IS 7.8 M (25.6 FT)
 NE0955'SOUTHEAST OF A STEEL LIGHT POLE, 0.7 M (2.3 FT) NORTHWEST OF THE
 NE0955'SOUTHEAST CORNER OF THE WALKWAY, 0.6 M (2.0 FT) WEST OF A NORTH-SOUTH
 NE0955'METAL RAILING AND 0.55 M (1.80 FT) NORTH OF A EAST-WEST METAL RAILING.
 NE0955'THE STATION IS LEVEL WITH HEIGHT OF THE WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1995)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1997)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (1998)
 NE0955
 NE0955'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1999)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2001)
 NE0955
 NE0955'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0955'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0955'SUBMITTED - FEBRUARY 21, 2002
 NE0955
 NE0955                          STATION RECOVERY (2002)
 NE0955
 NE0955'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2003)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2005)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2006)
 NE0955
 NE0955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2008)
 NE0955
 NE0955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2010)
 NE0955
 NE0955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2011)
 NE0955
 NE0955'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2013)
 NE0955
 NE0955'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013 (MRY)
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2015)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2022)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2022)
 NE0955
 NE0955'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (KK)
 NE0955'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9136 ***********************************************************************
 AC9136  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9136  DESIGNATION -  901 4090 F
 AC9136  PID         -  AC9136
 AC9136  STATE/COUNTY-  MI/ST CLAIR
 AC9136  COUNTRY     -  US
 AC9136  USGS QUAD   -  PORT HURON (2017)
 AC9136
 AC9136                         *CURRENT SURVEY CONTROL
 AC9136  ______________________________________________________________________
 AC9136* NAD 83(1986) POSITION- 42 58 28.     (N) 082 25 16.     (W)   SCALED
 AC9136* NAVD 88 ORTHO HEIGHT -   177.737 (meters)      583.13  (feet) ADJUSTED
 AC9136  ______________________________________________________________________
 AC9136  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 AC9136  DYNAMIC HEIGHT  -        177.692 (meters)      582.98  (feet) COMP
 AC9136  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 AC9136
 AC9136  VERT ORDER      -  SECOND    CLASS I
 AC9136
 AC9136.The horizontal coordinates were scaled from a map and have
 AC9136.an estimated accuracy of +/- 6 seconds.
 AC9136
 AC9136.The orthometric height was determined by differential leveling and
 AC9136.adjusted by the NATIONAL GEODETIC SURVEY
 AC9136.in October 1997.
 AC9136
 AC9136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9136.GEOID18 height accuracy estimate available here.
 AC9136
 AC9136.This Water Level Mark is designated as VM 13000
 AC9136.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9136
 AC9136.Click photographs - Photos may exist for this station.
 AC9136
 AC9136.The dynamic height is computed by dividing the NAVD 88
 AC9136.geopotential number by the normal gravity value computed on the
 AC9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9136.degrees latitude (g = 980.6199 gals.).
 AC9136
 AC9136.The modeled gravity was interpolated from observed gravity values.
 AC9136
 AC9136;                    North         East    Units  Estimated Accuracy
 AC9136;SPC MI S     -   165,610.    4,158,680.      MT  (+/- 180 meters Scaled)
 AC9136
 AC9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841589(NAD 83)
 AC9136
 AC9136                          SUPERSEDED SURVEY CONTROL
 AC9136
 AC9136.No superseded survey control is available for this station.
 AC9136
 AC9136_MARKER: DB = BENCH MARK DISK
 AC9136_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9136+WITH SETTING: PAVEMENT
 AC9136_SP_SET: FLAGPOLE FOUNDATION
 AC9136_STAMPING: 4090 F 1982
 AC9136_MARK LOGO: NOS
 AC9136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9136+STABILITY: SURFACE MOTION
 AC9136
 AC9136  HISTORY     - Date     Condition        Report By
 AC9136  HISTORY     - 1982     MONUMENTED       NOS
 AC9136  HISTORY     - 19941024 GOOD             NOS
 AC9136  HISTORY     - 19951028 GOOD             NOS
 AC9136  HISTORY     - 19990703 GOOD             USPSQD
 AC9136  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 AC9136
 AC9136                          STATION DESCRIPTION
 AC9136
 AC9136'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9136'BM 4090 F IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE
 AC9136'SOUTHWEST SIDE OF QUAY STREET, AT THE U S COAST GUARD BOAT STATION, IN
 AC9136'THE CONCRETE FLAG POLE BASE, 9.95 METERS (32.64 FT) EAST-NORTHEAST OF
 AC9136'THE EAST BANK OF THE BLACK RIVER, 8.0 METERS (26.2 FT) SOUTHWEST OF
 AC9136'THE WEST FACE OF THE COAST GUARD BUILDING, 0.4 METERS (1.3 FT) SOUTH
 AC9136'OF THE SOUTHEAST CORNER OF FLAG POLE, BEING THE HIGHEST POINT OF
 AC9136'STANDARD NOS DISC 0.12 METER (0.39 FT) ABOVE THE SIDEWALK.
 AC9136
 AC9136                          STATION RECOVERY (1995)
 AC9136
 AC9136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9136'RECOVERED AS DESCRIBED.
 AC9136
 AC9136                          STATION RECOVERY (1999)
 AC9136
 AC9136'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9136'RECOVERED IN GOOD CONDITION.
 AC9136
 AC9136                          STATION RECOVERY (2003)
 AC9136
 AC9136'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9136'SUSPECT STATION IS DESTROYED, AS AREA WHERE EXISTED IS NOW A YACHT
 AC9136'BASIN FOR THE PORT HURON YACHT CLUB AND FLAG POLE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9137 ***********************************************************************
 AC9137  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9137  DESIGNATION -  901 4090 G
 AC9137  PID         -  AC9137
 AC9137  STATE/COUNTY-  MI/ST CLAIR
 AC9137  COUNTRY     -  US
 AC9137  USGS QUAD   -  PORT HURON (2017)
 AC9137
 AC9137                         *CURRENT SURVEY CONTROL
 AC9137  ______________________________________________________________________
 AC9137* NAD 83(1986) POSITION- 42 58 53.8    (N) 082 25 18.7    (W)   HD_HELD2
 AC9137* NAVD 88 ORTHO HEIGHT -   182.808 (meters)      599.76  (feet) ADJUSTED
 AC9137  ______________________________________________________________________
 AC9137  GEOID HEIGHT    -        -34.916 (meters)                     GEOID18
 AC9137  DYNAMIC HEIGHT  -        182.763 (meters)      599.61  (feet) COMP
 AC9137  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 AC9137
 AC9137  VERT ORDER      -  SECOND    CLASS I
 AC9137
 AC9137.The horizontal coordinates were established by autonomous hand held GPS
 AC9137.observations and have an estimated accuracy of +/- 10 meters.
 AC9137
 AC9137.The orthometric height was determined by differential leveling and
 AC9137.adjusted by the NATIONAL GEODETIC SURVEY
 AC9137.in October 1997.
 AC9137
 AC9137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9137.GEOID18 height accuracy estimate available here.
 AC9137
 AC9137.This Water Level Mark is designated as VM 13005
 AC9137.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9137
 AC9137.Click photographs - Photos may exist for this station.
 AC9137
 AC9137.The dynamic height is computed by dividing the NAVD 88
 AC9137.geopotential number by the normal gravity value computed on the
 AC9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9137.degrees latitude (g = 980.6199 gals.).
 AC9137
 AC9137.The modeled gravity was interpolated from observed gravity values.
 AC9137
 AC9137;                    North         East    Units  Estimated Accuracy
 AC9137;SPC MI S     -   166,406.    4,158,600.      MT  (+/- 10 meters HH2 GPS)
 AC9137
 AC9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8407159753(NAD 83)
 AC9137
 AC9137                          SUPERSEDED SURVEY CONTROL
 AC9137
 AC9137.No superseded survey control is available for this station.
 AC9137
 AC9137_MARKER: DB = BENCH MARK DISK
 AC9137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9137_SP_SET: BUILDING FOUNDATION
 AC9137_STAMPING: 4090 G 1982
 AC9137_MARK LOGO: NOS
 AC9137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9137+STABILITY: SURFACE MOTION
 AC9137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9137+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2008
 AC9137
 AC9137  HISTORY     - Date     Condition        Report By
 AC9137  HISTORY     - 1982     MONUMENTED       NOS
 AC9137  HISTORY     - 19941024 GOOD             NOS
 AC9137  HISTORY     - 19951028 GOOD             NOS
 AC9137  HISTORY     - 19990703 GOOD             USPSQD
 AC9137  HISTORY     - 20030413 GOOD             USPSQD
 AC9137  HISTORY     - 20060417 GOOD             MIDT
 AC9137  HISTORY     - 20081003 GOOD             MIDT
 AC9137
 AC9137                          STATION DESCRIPTION
 AC9137
 AC9137'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9137'BM 4090 G IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE
 AC9137'NORTHEAST CORNER OF FORT AND BEERS STREETS, AT THE Y.M.C.A. BUILDING,
 AC9137'SET HORIZONTALLY INTO THE CONCRETE FOUNDATION OF A GRATED BASEMENT
 AC9137'OPENING, 16.20 METERS (53.15 FT) NORTH OF THE CENTERLINE OF BEERS
 AC9137'STREET, 5.85 METERS (19.19 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 AC9137'CORNEROF BUILDING, 1.1 METERS (3.6 FT) SOUTH OF THE SOUTH FACE OF THE
 AC9137'BUILDING, BEING THE HIGHTEST POINT OVER A BRONZE DISC SET FLUSH INTO
 AC9137'THE CONCRETE, 0.18 METER (0.59 FT) ABOVE THE GROUND SURFACE.
 AC9137
 AC9137                          STATION RECOVERY (1995)
 AC9137
 AC9137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9137'RECOVERED AS DESCRIBED.
 AC9137
 AC9137                          STATION RECOVERY (1999)
 AC9137
 AC9137'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9137'RECOVERED IN GOOD CONDITION.
 AC9137
 AC9137                          STATION RECOVERY (2003)
 AC9137
 AC9137'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9137'RECOVERED IN GOOD CONDITION.
 AC9137
 AC9137                          STATION RECOVERY (2006)
 AC9137
 AC9137'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AC9137'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 AC9137'0.30 METERS (1.0 FEET) NORTHEAST OF A CARSONITE WITNESS POST.
 AC9137
 AC9137                          STATION RECOVERY (2008)
 AC9137
 AC9137'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 AC9137'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0069 ***********************************************************************
 NE0069  DESIGNATION -  901 4090 GULF USLS
 NE0069  PID         -  NE0069
 NE0069  STATE/COUNTY-  MI/ST CLAIR
 NE0069  COUNTRY     -  US
 NE0069  USGS QUAD   -  PORT HURON (2017)
 NE0069
 NE0069                         *CURRENT SURVEY CONTROL
 NE0069  ______________________________________________________________________
 NE0069* NAD 83(1986) POSITION- 42 58 28.     (N) 082 25 17.     (W)   SCALED
 NE0069* NAVD 88 ORTHO HEIGHT -   178.555 (meters)      585.81  (feet) ADJUSTED
 NE0069  ______________________________________________________________________
 NE0069  GEOID HEIGHT    -        -34.919 (meters)                     GEOID18
 NE0069  DYNAMIC HEIGHT  -        178.510 (meters)      585.66  (feet) COMP
 NE0069  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 NE0069
 NE0069  VERT ORDER      -  FIRST     CLASS 0
 NE0069
 NE0069.The horizontal coordinates were scaled from a map and have
 NE0069.an estimated accuracy of +/- 6 seconds.
 NE0069
 NE0069.The orthometric height was determined by differential leveling and
 NE0069.adjusted by the NATIONAL GEODETIC SURVEY
 NE0069.in June 1991.
 NE0069
 NE0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0069.GEOID18 height accuracy estimate available here.
 NE0069
 NE0069.Click photographs - Photos may exist for this station.
 NE0069
 NE0069.The dynamic height is computed by dividing the NAVD 88
 NE0069.geopotential number by the normal gravity value computed on the
 NE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0069.degrees latitude (g = 980.6199 gals.).
 NE0069
 NE0069.The modeled gravity was interpolated from observed gravity values.
 NE0069
 NE0069;                    North         East    Units  Estimated Accuracy
 NE0069;SPC MI S     -   165,610.    4,158,660.      MT  (+/- 180 meters Scaled)
 NE0069
 NE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840589(NAD 83)
 NE0069
 NE0069                          SUPERSEDED SURVEY CONTROL
 NE0069
 NE0069  NGVD 29 (11/26/84)  178.671  (m)          586.19   (f) ADJUSTED    1 0
 NE0069
 NE0069.Superseded values are not recommended for survey control.
 NE0069
 NE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0069.See file dsdata.pdf to determine how the superseded data were derived.
 NE0069
 NE0069_MARKER: Z = SEE DESCRIPTION
 NE0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0069_SP_SET: FOUNDATION
 NE0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0069
 NE0069  HISTORY     - Date     Condition        Report By
 NE0069  HISTORY     - 1955     MONUMENTED       USLS
 NE0069  HISTORY     - 1970     GOOD             USLS
 NE0069  HISTORY     - 1980     GOOD             NGS
 NE0069  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0069
 NE0069                          STATION DESCRIPTION
 NE0069
 NE0069'DESCRIBED BY US LAKE SURVEY 1970
 NE0069'AT PORT HURON.
 NE0069'GULF IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON NORTHERLY SIDE
 NE0069'OF BLACK RIVER, NEAR THE JUNCTION OF CLAIRMONT AND QUAY STREETS,
 NE0069'104.9 FEET NORTHEAST OF MOST SOUTHWESTERLY CORNER POST OF 8-FOOT
 NE0069'HIGH CYCLONE FENCE AROUND GULF REFINING COMPANY MARINA, 64 FEET
 NE0069'SOUTH OF CENTERLINE OF QUAY STREET, 37.5 FEET SOUTH OF UTILITY
 NE0069'POLE NO. J-7148, 15.3 FEET EAST OF WEST FACE OF CONCRETE DOCK,
 NE0069'ON SOUTHWEST CORNER OF CONCRETE BLOCK FOUNDATION OF MOST WESTERLY
 NE0069'OF TWO GREY SHEET IRON BUILDINGS, 1 FOOT ABOVE THE GROUND, BEING
 NE0069'HIGHEST POINT IN 1-INCH SQUARE FORMED BY TWO CHISELED LINES
 NE0069'AND TWO EDGES OF THE FOUNDATION.  NOTE-- PREV. DESIGN. BM GULF
 NE0069'1955.
 NE0069
 NE0069                          STATION RECOVERY (1980)
 NE0069
 NE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0069'IN PORT HURON, 0.1 KILOMETER (0.05 MILE) WEST OF THE JUNCTION OF CLYDE
 NE0069'AND MERCHANT STREET, THIS MARK IS A 1 INCH CHISELED SQUARE FORMED BY
 NE0069'2 CHISELED LINES IN TOP OF THE SOUTHWEST CORNER OF A GRAY METAL
 NE0069'BUILDING AT THE NORTHEAST CORNER OF A SMALL INLET FOR BOAT DOCKING
 NE0069'ON THE SOUTH SIDE OF CLYDE STREET, 19.5 METERS (64 FEET) SOUTH OF THE
 NE0069'CENTER OF CLYDE STREET, 11.5 METERS (37.5 FEET) SOUTH OF POWER POLE
 NE0069'J 7148 WITH POWER LINES RUNNING INTO THE BUILDING, AND 4.66 METERS
 NE0069'(15.3 FEET) EAST OF THE WEST FACE OF THE CONCRETE BOAT DOCK.
 NE0069'THE MARK IS 0.3 M ABOVE GROUND.
 NE0069
 NE0069                          STATION RECOVERY (1983)
 NE0069
 NE0069'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9135 ***********************************************************************
 AC9135  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9135  DESIGNATION -  901 4090 H
 AC9135  PID         -  AC9135
 AC9135  STATE/COUNTY-  MI/ST CLAIR
 AC9135  COUNTRY     -  US
 AC9135  USGS QUAD   -  PORT HURON (2017)
 AC9135
 AC9135                         *CURRENT SURVEY CONTROL
 AC9135  ______________________________________________________________________
 AC9135* NAD 83(1986) POSITION- 42 58 26.     (N) 082 25 13.     (W)   SCALED
 AC9135* NAVD 88 ORTHO HEIGHT -   177.543 (meters)      582.49  (feet) ADJUSTED
 AC9135  ______________________________________________________________________
 AC9135  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 AC9135  DYNAMIC HEIGHT  -        177.499 (meters)      582.34  (feet) COMP
 AC9135  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 AC9135
 AC9135  VERT ORDER      -  SECOND    CLASS I
 AC9135
 AC9135.The horizontal coordinates were scaled from a map and have
 AC9135.an estimated accuracy of +/- 6 seconds.
 AC9135
 AC9135.The orthometric height was determined by differential leveling and
 AC9135.adjusted by the NATIONAL GEODETIC SURVEY
 AC9135.in October 1997.
 AC9135
 AC9135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9135.GEOID18 height accuracy estimate available here.
 AC9135
 AC9135.This Water Level Mark is designated as VM 12999
 AC9135.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9135
 AC9135.Click photographs - Photos may exist for this station.
 AC9135
 AC9135.The dynamic height is computed by dividing the NAVD 88
 AC9135.geopotential number by the normal gravity value computed on the
 AC9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9135.degrees latitude (g = 980.6199 gals.).
 AC9135
 AC9135.The modeled gravity was interpolated from observed gravity values.
 AC9135
 AC9135;                    North         East    Units  Estimated Accuracy
 AC9135;SPC MI S     -   165,550.    4,158,750.      MT  (+/- 180 meters Scaled)
 AC9135
 AC9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841588(NAD 83)
 AC9135
 AC9135                          SUPERSEDED SURVEY CONTROL
 AC9135
 AC9135.No superseded survey control is available for this station.
 AC9135
 AC9135_MARKER: DB = BENCH MARK DISK
 AC9135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9135_STAMPING: 4090 H 1992
 AC9135_PROJECTION: FLUSH
 AC9135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9135_ROD/PIPE-DEPTH: 14.6 meters
 AC9135
 AC9135  HISTORY     - Date     Condition        Report By
 AC9135  HISTORY     - 1992     MONUMENTED       NOS
 AC9135  HISTORY     - 19941024 GOOD             NOS
 AC9135  HISTORY     - 19951028 GOOD             NOS
 AC9135  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 AC9135  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 AC9135
 AC9135                          STATION DESCRIPTION
 AC9135
 AC9135'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9135'BM 4090 H IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, IN THE
 AC9135'SOUTHWEST CORNER OF A BOAT SERVICE CENTER, NEAR THE RIVER BANK, 37.5
 AC9135'METERS (123.0 FT) SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE BOAT
 AC9135'SERVICE CENTER OFFICE, 16.3 METERS (53.5 FT) NORTH OF THE MIDDLE OF
 AC9135'TWO DOORS OF THE NOS WATER LEVEL STATION, 6.7 METERS (22.0 FT) EAST OF
 AC9135'THE EAST BANK OF THE BLACK RIVER, 2.1 METERS (6.9 FT) EAST-SOUTHEAST
 AC9135'OF CENTER OF LIGHTPOLE, BEING STANDARD NOS DISC CRIMPED ATOP A
 AC9135'STAINLESS STEEL ROD DRIVEN 14.6 METERS (47.9 FT) TO REFUSAL, AND
 AC9135'PROTECTED BY A 5-INCH PVC PIPE AND ALUMINUM ACCESS COVER WITH CONCRETE
 AC9135'KICKBLOCK FLUSH WITH THE GROUND.
 AC9135
 AC9135                          STATION RECOVERY (1995)
 AC9135
 AC9135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9135'BM 4090 H IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, NEAR THE FOOT
 AC9135'OF QUAY STREET, ON THE NORTH SIDE AND AT THE MOUTH OF THE BLACK RIVER,
 AC9135'IN THE SOUTHEAST CORNER OF A BOAT SERVICE CENTER, JUST WEST OF THE OLD
 AC9135'RAILROAD LIFT BRIDGE, 37.5 METERS (123.0 FT) SOUTH-SOUTHEAST OF THE
 AC9135'SOUTH FACE OF THE BOAT SERVICE CENTER OFFICE, 16.3 METERS (53.5 FT)
 AC9135'NORTH OF THE MIDDLE OF TWO DOORS OF THE NOS WATER LEVEL STATION, 6.7
 AC9135'METERS (22.0 FT) EAST NORTHEAST OF THE NORTH BANK OF THE BLACK RIVER,
 AC9135'2.1 METERS (6.9 FT) EAST-SOUTHEAST OF CENTER OF LIGHTPOLE, BEING
 AC9135'STANDARD NOS DISC CRIMPED ATOP A STAINLESS STEEL ROD DRIVEN 14.6
 AC9135'METERS (47.9 FT) TO REFUSAL, AND PROTECTED BY A 5-INCH PVC PIPE AND
 AC9135'ALUMINUM ACCESS COVER WITH CONCRETE KICKBLOCK FLUSH WITH THE GROUND.
 AC9135
 AC9135                          STATION RECOVERY (1999)
 AC9135
 AC9135'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9135'MARK NOT FOUND.
 AC9135
 AC9135                          STATION RECOVERY (2003)
 AC9135
 AC9135'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9135'SUSPECT STATION IS DESTROYED, AS AREA WHERE EXISTED IS NOW A YACHT
 AC9135'BASIN FOR THE PORT HURON YACHT CLUB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI2989 ***********************************************************************
 AI2989  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AI2989  DESIGNATION -  901 4090 J
 AI2989  PID         -  AI2989
 AI2989  STATE/COUNTY-  MI/ST CLAIR
 AI2989  COUNTRY     -  US
 AI2989  USGS QUAD   -  PORT HURON (2017)
 AI2989
 AI2989                         *CURRENT SURVEY CONTROL
 AI2989  ______________________________________________________________________
 AI2989* NAD 83(1986) POSITION- 42 58 31.8    (N) 082 25 11.7    (W)   HD_HELD2
 AI2989* NAVD 88 ORTHO HEIGHT -   179.125 (meters)      587.68  (feet) ADJUSTED
 AI2989  ______________________________________________________________________
 AI2989  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 AI2989  DYNAMIC HEIGHT  -        179.080 (meters)      587.53  (feet) COMP
 AI2989  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 AI2989
 AI2989  VERT ORDER      -  SECOND    CLASS I
 AI2989
 AI2989.The horizontal coordinates were established by autonomous hand held GPS
 AI2989.observations and have an estimated accuracy of +/- 10 meters.
 AI2989
 AI2989.The orthometric height was determined by differential leveling and
 AI2989.adjusted by the NATIONAL GEODETIC SURVEY
 AI2989.in May 2000.
 AI2989
 AI2989.No vertical observational check was made to the station.
 AI2989
 AI2989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2989.GEOID18 height accuracy estimate available here.
 AI2989
 AI2989.This Water Level Mark is designated as VM 17276
 AI2989.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI2989
 AI2989.Click photographs - Photos may exist for this station.
 AI2989
 AI2989.The dynamic height is computed by dividing the NAVD 88
 AI2989.geopotential number by the normal gravity value computed on the
 AI2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2989.degrees latitude (g = 980.6199 gals.).
 AI2989
 AI2989.The modeled gravity was interpolated from observed gravity values.
 AI2989
 AI2989;                    North         East    Units  Estimated Accuracy
 AI2989;SPC MI S     -   165,731.    4,158,774.      MT  (+/- 10 meters HH2 GPS)
 AI2989
 AI2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8421859072(NAD 83)
 AI2989
 AI2989                          SUPERSEDED SURVEY CONTROL
 AI2989
 AI2989.No superseded survey control is available for this station.
 AI2989
 AI2989_MARKER: DB = BENCH MARK DISK
 AI2989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI2989_SP_SET: BUILDING
 AI2989_STAMPING: 4090 J 1995
 AI2989_MARK LOGO: NOS
 AI2989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2989+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 AI2989
 AI2989  HISTORY     - Date     Condition        Report By
 AI2989  HISTORY     - 1995     MONUMENTED       NOS
 AI2989  HISTORY     - 20030413 GOOD             USPSQD
 AI2989  HISTORY     - 20060417 GOOD             MIDT
 AI2989  HISTORY     - 20081004 GOOD             MIDT
 AI2989  HISTORY     - 20221020 GOOD             CO-OPS
 AI2989
 AI2989                          STATION DESCRIPTION
 AI2989
 AI2989'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AI2989'BM 4090 J LOCATED IN PORT HURON, MI, NEAR THE CORNER OF GRAND RIVER
 AI2989'ST. AND MERCHANT ST. ON THE EAST SIDE OF MERCHANT ST., SET VERTICALLY
 AI2989'IN THE WEST FACE AT THE NORTHWEST CORNER OF THE BRICKWORK OF THE
 AI2989'SEWAGE TREATMENT PLANT, 38.8 FT (11.8 M) EAST OF THE CENTERLINE OF
 AI2989'MERCHANT ST, 24.2 FT (7.4 M) SOUTH OF THE CENTERLINE OF A SIDEWALK
 AI2989'LEADING TO ENTRANCE OF THE PLANT OFFICE.  24.8 FT (7.6 M) WEST OF THE
 AI2989'CENTER OF DOORS TO PLANT ENTRANCE, 1.4 FT (0.4 M) SOUTH OF THE
 AI2989'NORTHWEST CORNER EDGE OF THE BUILDING, 3.15 FT (0.96 M) ABOVE THE
 AI2989'GROUND, SET VERTICALLY IN BRICK, STANDARD NOS DISK.
 AI2989
 AI2989                          STATION RECOVERY (2003)
 AI2989
 AI2989'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AI2989'FOUND AT NORTHEAST INTERSECTION OF QUAY STREET AND MERCHANT STREET.
 AI2989
 AI2989                          STATION RECOVERY (2006)
 AI2989
 AI2989'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AI2989'RECOVERED AS DESCRIBED.
 AI2989
 AI2989                          STATION RECOVERY (2008)
 AI2989
 AI2989'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (CAP)
 AI2989'RECOVERED AS DESCRIBED.
 AI2989
 AI2989                          STATION RECOVERY (2022)
 AI2989
 AI2989'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (KK)
 AI2989'THE SEWAGE TREATMENT PLANT IS LOCATED AT 100 MCMORRAN BOULEVARD PORT
 AI2989'HURON, MI 48060.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0074 ***********************************************************************
 NE0074  DESIGNATION -  901 4090 MERCHANT USLS
 NE0074  PID         -  NE0074
 NE0074  STATE/COUNTY-  MI/ST CLAIR
 NE0074  COUNTRY     -  US
 NE0074  USGS QUAD   -  PORT HURON (2017)
 NE0074
 NE0074                         *CURRENT SURVEY CONTROL
 NE0074  ______________________________________________________________________
 NE0074* NAD 83(1986) POSITION- 42 58 29.     (N) 082 25 12.     (W)   SCALED
 NE0074* NAVD 88 ORTHO HEIGHT -   177.954 (meters)      583.84  (feet) ADJUSTED
 NE0074  ______________________________________________________________________
 NE0074  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 NE0074  DYNAMIC HEIGHT  -        177.910 (meters)      583.69  (feet) COMP
 NE0074  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 NE0074
 NE0074  VERT ORDER      -  FIRST     CLASS 0
 NE0074
 NE0074.The horizontal coordinates were scaled from a map and have
 NE0074.an estimated accuracy of +/- 6 seconds.
 NE0074
 NE0074.The orthometric height was determined by differential leveling and
 NE0074.adjusted by the NATIONAL GEODETIC SURVEY
 NE0074.in June 1991.
 NE0074
 NE0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0074.GEOID18 height accuracy estimate available here.
 NE0074
 NE0074.Click photographs - Photos may exist for this station.
 NE0074
 NE0074.The dynamic height is computed by dividing the NAVD 88
 NE0074.geopotential number by the normal gravity value computed on the
 NE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0074.degrees latitude (g = 980.6199 gals.).
 NE0074
 NE0074.The modeled gravity was interpolated from observed gravity values.
 NE0074
 NE0074;                    North         East    Units  Estimated Accuracy
 NE0074;SPC MI S     -   165,640.    4,158,770.      MT  (+/- 180 meters Scaled)
 NE0074
 NE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH842589(NAD 83)
 NE0074
 NE0074                          SUPERSEDED SURVEY CONTROL
 NE0074
 NE0074  NGVD 29 (??/??/92)  178.072  (m)          584.22   (f) ADJ UNCH    1 0
 NE0074
 NE0074.Superseded values are not recommended for survey control.
 NE0074
 NE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0074.See file dsdata.pdf to determine how the superseded data were derived.
 NE0074
 NE0074_MARKER: P = PIPE CAP
 NE0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0074
 NE0074  HISTORY     - Date     Condition        Report By
 NE0074  HISTORY     - 1970     MONUMENTED       USLS
 NE0074  HISTORY     - 1970     GOOD             USLS
 NE0074  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0074  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0074  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0074  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0074
 NE0074                          STATION DESCRIPTION
 NE0074
 NE0074'DESCRIBED BY US LAKE SURVEY 1970
 NE0074'AT PORT HURON.
 NE0074'MERCHANT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE PORT
 NE0074'HURON SEWAGE TREATMENT PLANT, ABOUT 150 FEET SOUTH OF OFFICE, 110.9
 NE0074'FEET SOUTHEAST OF SOUTHEAST BOLT ON A 8-FOOT HIGH STEEL POLE
 NE0074'ATTACHED TO A 15 FOOT DIAMETER CONCRETE POWER WELL, 99.7 FEET
 NE0074'SOUTH OF SOUTHWEST CORNER OF TREATMENT BUILDING, 79 FEET EAST
 NE0074'OF CENTERLINE OF MERCHANT STREET, 64.3 FEET NORTHEAST OF NORTHWEST
 NE0074'CYCLONE FENCE CORNER, 20.5 FEET NORTHWEST OF NORTHEAST INNER
 NE0074'CYCLONE FENCE CORNER, 20.3 FEET SOUTHWEST OF STEEL GATE POST,
 NE0074'20.3 FEET NORTHWEST OF NORTHWEST CORNER OF GREEN HOUSE TYPE
 NE0074'DRYING BED, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0074'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0074'DIAMETER GALVANIZED STEEL PIPE, 27 FEET LONG.  THE PIPE IS
 NE0074'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 NE0074'BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE
 NE0074'GROUND SURFACE.  NOTE-- PREV. DESIG. BM MERCHANT 1970.
 NE0074
 NE0074                          STATION RECOVERY (1980)
 NE0074
 NE0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0074'NOT RECOVERED, THE AREA DESCRIBED IS NOW PAVED OVER, SUPERINTENDENT
 NE0074'OF PLANT CONFIRMED OUR FINDINGS.
 NE0074
 NE0074                          STATION RECOVERY (1994)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0074'MARK NOT FOUND.
 NE0074
 NE0074                          STATION RECOVERY (1995)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0074'MARK NOT FOUND.
 NE0074
 NE0074                          STATION RECOVERY (1997)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0006 ***********************************************************************
 OJ0006  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0006  DESIGNATION -  901 4096 BOLT
 OJ0006  PID         -  OJ0006
 OJ0006  STATE/COUNTY-  MI/ST CLAIR
 OJ0006  COUNTRY     -  US
 OJ0006  USGS QUAD   -  LAKEPORT (2017)
 OJ0006
 OJ0006                         *CURRENT SURVEY CONTROL
 OJ0006  ______________________________________________________________________
 OJ0006* NAD 83(1986) POSITION- 43 00 12.     (N) 082 25 20.     (W)   SCALED
 OJ0006* NAVD 88 ORTHO HEIGHT -   179.804 (meters)      589.91  (feet) ADJUSTED
 OJ0006  ______________________________________________________________________
 OJ0006  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 OJ0006  DYNAMIC HEIGHT  -        179.760 (meters)      589.76  (feet) COMP
 OJ0006  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 OJ0006
 OJ0006  VERT ORDER      -  FIRST     CLASS 0
 OJ0006
 OJ0006.The horizontal coordinates were scaled from a map and have
 OJ0006.an estimated accuracy of +/- 6 seconds.
 OJ0006
 OJ0006.The orthometric height was determined by differential leveling and
 OJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0006.in October 1997.
 OJ0006
 OJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0006.GEOID18 height accuracy estimate available here.
 OJ0006
 OJ0006.This Water Level Mark is designated as VM 13009
 OJ0006.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0006
 OJ0006.Click photographs - Photos may exist for this station.
 OJ0006
 OJ0006.The dynamic height is computed by dividing the NAVD 88
 OJ0006.geopotential number by the normal gravity value computed on the
 OJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0006.degrees latitude (g = 980.6199 gals.).
 OJ0006
 OJ0006.The modeled gravity was interpolated from observed gravity values.
 OJ0006
 OJ0006;                    North         East    Units  Estimated Accuracy
 OJ0006;SPC MI S     -   168,820.    4,158,520.      MT  (+/- 180 meters Scaled)
 OJ0006
 OJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840621(NAD 83)
 OJ0006
 OJ0006                          SUPERSEDED SURVEY CONTROL
 OJ0006
 OJ0006  NAVD 88 (06/15/91)  179.807  (m)          589.92   (f) SUPERSEDED  1 0
 OJ0006  NGVD 29 (11/26/84)  179.927  (m)          590.31   (f) ADJUSTED    1 0
 OJ0006
 OJ0006.Superseded values are not recommended for survey control.
 OJ0006
 OJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0006
 OJ0006_MARKER: B = BOLT
 OJ0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0006_SP_SET: WAREHOUSE FOUNDATION
 OJ0006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0006+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 OJ0006
 OJ0006  HISTORY     - Date     Condition        Report By
 OJ0006  HISTORY     - 1960     MONUMENTED       USLS
 OJ0006  HISTORY     - 1970     GOOD             USLS
 OJ0006  HISTORY     - 1980     GOOD             NGS
 OJ0006  HISTORY     - 19941021 GOOD             NOS
 OJ0006  HISTORY     - 20060417 GOOD             MIDT
 OJ0006
 OJ0006                          STATION DESCRIPTION
 OJ0006
 OJ0006'DESCRIBED BY US LAKE SURVEY 1970
 OJ0006'AT PORT HURON.
 OJ0006'BOLT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY
 OJ0006'OF THE DUNN PAPER COMPANY, ABOUT 225 FEET SOUTH OF LARGE WATER
 OJ0006'TANK, 151 FEET WEST OF DOCK WHICH FACES ST. CLAIR RIVER, OPPOSITE
 OJ0006'AN OPENING BETWEEN BUILDINGS WHICH PROVIDES ACCESS TO THE
 OJ0006'DOCK, 19.7 FEET NORTH OF SOUTHEAST CORNER OF THE ONE-STORY
 OJ0006'CONCRETE BLOCK WING OF A STORAGE BUILDING, 10.1 FEET NORTH OF
 OJ0006'NORTH SIDE OF A DOORWAY, 2 FEET ABOVE THE GROUND, CENTERED UNDER
 OJ0006'FOUR TIE RODS, ABOVE A ROUGH ARROW CHISELED IN THE CONCRETE
 OJ0006'FOUNDATION, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER
 OJ0006'STEEL ANCHOR BOLT PROJECTING 0.1 FOOT FROM THE CONCRETE, BM BOLT
 OJ0006'(1960.)
 OJ0006
 OJ0006                          STATION RECOVERY (1980)
 OJ0006
 OJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0006'IN PORT HURON, ON THE PROPERTY OF THE DUNN PAPER COMPANY, SOUTHEAST
 OJ0006'AND ON THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR
 OJ0006'STREETS, THIS MARK IS A 1/2-INCH STEEL BOLT IN TOP OF THE CONCRETE
 OJ0006'FOUNDATION OF A CONCRETE BLOCK WAREHOUSE,  AND IS NORTH OF THE
 OJ0006'ENTRACE DOOR WHICH FACES THE RIVER AND BETWEEN A HIGH CONCRETE
 OJ0006'RETAINING WALL AND A LARGE METAL BUILDING FOR THE RIVER INTAKE
 OJ0006'PUMPHOUSE FOR THE PLANT, NOTE, A ROUGH CUT ARROW IS IN THE CONCRETE
 OJ0006'FOUNDATION BELOW THE BOLT. 68.6 METERS (225.0 FEET) SOUTH OF
 OJ0006'SOUTHEAST LEG OF THE WATER TANK, 46.0 METERS (151 FEET) WEST OF
 OJ0006'THE EAST EDGE OF THE CONCRETE DOCK ON THE RIVER, 15.25 METERS
 OJ0006'(50.0 FEET) WEST OF THE WEST FACE OF THE CONCRETE RETAINING WALL,
 OJ0006'2.4 METERS (8.0 FEET) NORTH OF THE NORTH SIDE OF THE ENTRANCE DOOR
 OJ0006'OF THE WAREHOUSE.
 OJ0006'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0006
 OJ0006                          STATION RECOVERY (1994)
 OJ0006
 OJ0006'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0006'BOLT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, ON PROPERTY OF THE
 OJ0006'JAMES RIVER CORPORATION (FORMER DUNN PAPER COMPANY) , SOUTHEAST AND ON
 OJ0006'THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR STREETS,
 OJ0006'THIS MARK IS A 1/2-INCH STEEL BOLT IN TOP OF THE CONCRETE FOUNDATION
 OJ0006'OF A CONCRETE BLOCK WAREHOUSE, AND IS NORTH OF THE ENTRACE DOOR WHICH
 OJ0006'FACES THE RIVER AND BETWEEN A HIGH CONCRETE RETAINING WALL AND A LARGE
 OJ0006'METAL BUILDING FOR THE RIVER INTAKE PUMPHOUSE FOR THE PLANT, NOTE, A
 OJ0006'ROUGH CUT ARROW IS IN THE CONCRETE FOUNDATION BELOW THE BOLT.  68.6
 OJ0006'METERS (225.1 FT) SOUTH OF SOUTHEAST LEG OF THE WATER TANK, 46.0
 OJ0006'METERS (150.9 FT) OF THE EAST EDGE OF THE CONCRETE DOCK ON THE RIVER,
 OJ0006'15.25 METERS (50.03 FT) WEST OF THE WEST FACE OF THE CONCRETE
 OJ0006'RETAINING WALL, 2.4 METERS (7.9 FT) NORTH OF THE NORTH SIDE OF THE
 OJ0006'ENTRANCE DOOR OF THE WAREHOUSE.  1.7 FT (0.5 M) ABOVE GROUND.
 OJ0006
 OJ0006                          STATION RECOVERY (2006)
 OJ0006
 OJ0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9666 ***********************************************************************
 DR9666  DESIGNATION -  901 4096 BWB HPILE
 DR9666  PID         -  DR9666
 DR9666  STATE/COUNTY-  MI/ST CLAIR
 DR9666  COUNTRY     -  US
 DR9666  USGS QUAD   -  PORT HURON (2017)
 DR9666
 DR9666                         *CURRENT SURVEY CONTROL
 DR9666  ______________________________________________________________________
 DR9666* NAD 83(1986) POSITION- 42 59 55.15   (N) 082 25 30.85   (W)   HD_HELD1
 DR9666* NAVD 88 ORTHO HEIGHT -   178.119 (meters)      584.38  (feet) ADJUSTED
 DR9666  ______________________________________________________________________
 DR9666  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 DR9666  DYNAMIC HEIGHT  -        178.075 (meters)      584.23  (feet) COMP
 DR9666  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 DR9666
 DR9666  VERT ORDER      -  SECOND    CLASS I
 DR9666
 DR9666.The horizontal coordinates were determined by differentially corrected
 DR9666.hand held GPS observations or other comparable positioning techniques
 DR9666.and have an estimated accuracy of +/- 3 meters.
 DR9666
 DR9666.The orthometric height was determined by differential leveling and
 DR9666.adjusted by the NATIONAL GEODETIC SURVEY
 DR9666.in February 2025.
 DR9666
 DR9666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9666.GEOID18 height accuracy estimate available here.
 DR9666
 DR9666.Click photographs - Photos may exist for this station.
 DR9666
 DR9666.The dynamic height is computed by dividing the NAVD 88
 DR9666.geopotential number by the normal gravity value computed on the
 DR9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9666.degrees latitude (g = 980.6199 gals.).
 DR9666
 DR9666.The modeled gravity was interpolated from observed gravity values.
 DR9666
 DR9666;                    North         East    Units  Estimated Accuracy
 DR9666;SPC MI S     -   168,291.9   4,158,281.1     MT  (+/- 3 meters HH1 GPS) 
 DR9666
 DR9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8382761650(NAD 83)
 DR9666
 DR9666                          SUPERSEDED SURVEY CONTROL
 DR9666
 DR9666.No superseded survey control is available for this station.
 DR9666
 DR9666_MARKER: Q = CHISELED SQUARE
 DR9666_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DR9666_SP_SET: STEEL I-BEAM
 DR9666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9666+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2022
 DR9666
 DR9666  HISTORY     - Date     Condition        Report By
 DR9666  HISTORY     - 20130928 MONUMENTED       NOS
 DR9666  HISTORY     - 20220923 GOOD             CO-OPS
 DR9666
 DR9666                          STATION DESCRIPTION
 DR9666
 DR9666'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DR9666'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF RUBY, 8.7
 DR9666'MI (14.0 KM) SOUTH-SOUTHEAST OF LAKEPORT AND 1.9 MI (3.1 KM) NORTH OF
 DR9666'PORT HURON.
 DR9666'
 DR9666'TEMPORARY BENCH MARK IS LOCATED ALONG THE PORT HURON WATERFRONT IN
 DR9666'FRONT OF THE THOMAS EDISON DEPOT MUSEUM.  MUSEUM ADDRESS IS 510 THOMAS
 DR9666'EDISON PARKWAY PORT HURON, MI 48060.
 DR9666'
 DR9666'TEMPORARY BENCH MARK IS A CHISELED SQUARE ON TOP OF A STEEL I-BEAM ON
 DR9666'THE SHEET PILE WALL UNDER THE BLUE WATER BRIDGE ABOVE THE CURRENT
 DR9666'METER SENSOR DIRECTLY ADJACENT TO THE WALL'S EDGE.  TEMPORARY BENCH
 DR9666'MARK IS LOCATED 92.53 M (303.6 FT) NORTH-NORTHEAST OF THE 'YOUNG
 DR9666'THOMAS EDISON' STATUE AND 6.81 M (22.3 FT) SOUTH-SOUTHEAST OF THE
 DR9666'SOUTHEAST CORNER OF THE SOUTHERN MOST BRIDGE PIER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9139 ***********************************************************************
 AC9139  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC9139  DESIGNATION -  901 4096 H
 AC9139  PID         -  AC9139
 AC9139  STATE/COUNTY-  MI/ST CLAIR
 AC9139  COUNTRY     -  US
 AC9139  USGS QUAD   -  LAKEPORT (2017)
 AC9139
 AC9139                         *CURRENT SURVEY CONTROL
 AC9139  ______________________________________________________________________
 AC9139* NAD 83(2011) POSITION- 43 00 00.91478(N) 082 25 28.43532(W)   ADJUSTED
 AC9139* NAD 83(2011) ELLIP HT-   143.659 (meters)        (09/20/18)   ADJUSTED
 AC9139* NAD 83(2011) EPOCH   -  2010.00
 AC9139* NAVD 88 ORTHO HEIGHT -   178.573 (meters)      585.87  (feet) ADJUSTED
 AC9139  ______________________________________________________________________
 AC9139  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 AC9139  NAD 83(2011) X  -    615,921.449 (meters)                     COMP
 AC9139  NAD 83(2011) Y  - -4,631,262.283 (meters)                     COMP
 AC9139  NAD 83(2011) Z  -  4,327,620.380 (meters)                     COMP
 AC9139  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AC9139  DYNAMIC HEIGHT  -        178.530 (meters)      585.73  (feet) COMP
 AC9139  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 AC9139
 AC9139  VERT ORDER      -  SECOND    CLASS I
 AC9139
 AC9139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9139  Standards:
 AC9139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9139  -------------------------------------------------------------------
 AC9139  NETWORK    0.39   1.27           0.19   0.11   0.65     -0.01215941
 AC9139  -------------------------------------------------------------------
 AC9139  Click here for local accuracies and other accuracy information.
 AC9139
 AC9139.The horizontal coordinates were established by GPS observations
 AC9139.and adjusted by the National Geodetic Survey in September 2018.
 AC9139
 AC9139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9139.been affixed to the stable North American tectonic plate. See 
 AC9139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9139
 AC9139.The horizontal coordinates are valid at the epoch date displayed above
 AC9139.which is a decimal equivalence of Year/Month/Day.
 AC9139
 AC9139.The orthometric height was determined by differential leveling and
 AC9139.adjusted by the NATIONAL GEODETIC SURVEY
 AC9139.in October 1997.
 AC9139
 AC9139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9139.GEOID18 height accuracy estimate available here.
 AC9139
 AC9139.This Water Level Mark is designated as VM 13012
 AC9139.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9139
 AC9139.This Water Level Mark is designated as VM 24579
 AC9139.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9139
 AC9139.Click photographs - Photos may exist for this station.
 AC9139
 AC9139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9139
 AC9139.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9139
 AC9139.The ellipsoidal height was determined by GPS observations
 AC9139.and is referenced to NAD 83.
 AC9139
 AC9139.The dynamic height is computed by dividing the NAVD 88
 AC9139.geopotential number by the normal gravity value computed on the
 AC9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9139.degrees latitude (g = 980.6199 gals.).
 AC9139
 AC9139.The modeled gravity was interpolated from observed gravity values.
 AC9139
 AC9139. The following values were computed from the NAD 83(2011) position.
 AC9139
 AC9139;                    North         East     Units Scale Factor Converg.
 AC9139;SPC MI S     -   168,471.005 4,158,331.697   MT  0.99990889   +1 19 18.0
 AC9139;SPC MI S     -   552,726.39 13,642,820.53   iFT  0.99990889   +1 19 18.0
 AC9139;UTM  17      - 4,761,827.586   383,885.648   MT  0.99976586   -0 58 18.0
 AC9139
 AC9139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9139!SPC MI S     -   0.99997747  x   0.99990889  =   0.99988636
 AC9139!UTM  17      -   0.99997747  x   0.99976586  =   0.99974334
 AC9139
 AC9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8388561827(NAD 83)
 AC9139
 AC9139                          SUPERSEDED SURVEY CONTROL
 AC9139
 AC9139.No superseded survey control is available for this station.
 AC9139
 AC9139_MARKER: DB = BENCH MARK DISK
 AC9139_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9139+WITH SETTING: PAVEMENT
 AC9139_SP_SET: ANCHOR MONUMENT BASE
 AC9139_STAMPING: 4096 H 1990
 AC9139_MARK LOGO: NOS
 AC9139_PROJECTION: FLUSH
 AC9139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9139+STABILITY: SURFACE MOTION
 AC9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9139+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2024
 AC9139
 AC9139  HISTORY     - Date     Condition        Report By
 AC9139  HISTORY     - 1990     MONUMENTED       NOS
 AC9139  HISTORY     - 19941021 GOOD             NOS
 AC9139  HISTORY     - 19951101 GOOD             NOS
 AC9139  HISTORY     - 19990703 GOOD             USPSQD
 AC9139  HISTORY     - 20020505 GOOD             USPSQD
 AC9139  HISTORY     - 20060417 GOOD             MIDT
 AC9139  HISTORY     - 20151026 GOOD             NOS
 AC9139  HISTORY     - 20220923 GOOD             CO-OPS
 AC9139  HISTORY     - 20240104 GOOD             MCA
 AC9139
 AC9139                          STATION DESCRIPTION
 AC9139
 AC9139'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9139'THE BM IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE WEST SIDE
 AC9139'OF THE ST CLAIR RIVER, NEAR THE INTERSECTION OF ELMWOOD AND WRIGHT
 AC9139'STREETS, ABOUT 75 METERS (246.1 FT) NORTH OF THE BLUE WATER BRIDGE, ON
 AC9139'NORTHEAST CORNER OF THE JOHN S.  MARTIN ANCHOR MONUMENT, 27.4 METERS
 AC9139'(89.9 FT) EAST OF THE EAST CURB OF WRIGHT STREET, 14.6 METERS (47.9
 AC9139'FT) WEST OF THE WEST RAIL OF RAILROAD, 1.4 METERS (4.6 FT) NORTHEAST
 AC9139'OF THE CENTER OF THE ANCHOR MONUMENT, BEING DISC SET FLUSH WITH THE
 AC9139'GROUND SURFACE.
 AC9139
 AC9139                          STATION RECOVERY (1995)
 AC9139
 AC9139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9139'RECOVERED AS DESCRIBED.
 AC9139
 AC9139                          STATION RECOVERY (1999)
 AC9139
 AC9139'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9139'RECOVERED IN GOOD CONDITION.
 AC9139
 AC9139                          STATION RECOVERY (2002)
 AC9139
 AC9139'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 AC9139'RECOVERED IN GOOD CONDITION.
 AC9139
 AC9139                          STATION RECOVERY (2006)
 AC9139
 AC9139'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AC9139'RECOVERED AS DESCRIBED.
 AC9139
 AC9139                          STATION RECOVERY (2015)
 AC9139
 AC9139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (JDR)
 AC9139'RECOVERED AS DESCRIBED.
 AC9139
 AC9139                          STATION RECOVERY (2022)
 AC9139
 AC9139'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 AC9139'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF RUBY, 8.6
 AC9139'MI (13.8 KM) SOUTH-SOUTHEAST OF LAKEPORT AND 2.0 MI (3.2 KM) NORTH OF
 AC9139'PORT HURON.
 AC9139'
 AC9139'BENCH MARK IS LOCATED ON THE BLUE WATER BRIDGE SCENIC SPOT.  ADDRESS
 AC9139'OF PARK IS 410 ELMWOOD ST PORT HURON, MI 48060.
 AC9139
 AC9139                          STATION RECOVERY (2024)
 AC9139
 AC9139'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 AC9139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9667 ***********************************************************************
 DR9667  DESIGNATION -  901 4096 J
 DR9667  PID         -  DR9667
 DR9667  STATE/COUNTY-  MI/ST CLAIR
 DR9667  COUNTRY     -  US
 DR9667  USGS QUAD   -  PORT HURON (2017)
 DR9667
 DR9667                         *CURRENT SURVEY CONTROL
 DR9667  ______________________________________________________________________
 DR9667* NAD 83(2011) POSITION- 42 59 32.49327(N) 082 25 38.99870(W)   ADJUSTED
 DR9667* NAD 83(2011) ELLIP HT-   143.778 (meters)        (12/02/25)   ADJUSTED
 DR9667* NAD 83(2011) EPOCH   -  2010.00
 DR9667* NAVD 88 ORTHO HEIGHT -   178.698 (meters)      586.28  (feet) ADJUSTED
 DR9667  ______________________________________________________________________
 DR9667  GEOID HEIGHT    -        -34.907 (meters)                     GEOID18
 DR9667  NAD 83(2011) X  -    615,763.101 (meters)                     COMP
 DR9667  NAD 83(2011) Y  - -4,631,886.816 (meters)                     COMP
 DR9667  NAD 83(2011) Z  -  4,326,978.966 (meters)                     COMP
 DR9667  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DR9667  DYNAMIC HEIGHT  -        178.654 (meters)      586.13  (feet) COMP
 DR9667  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 DR9667
 DR9667  VERT ORDER      -  SECOND    CLASS I
 DR9667
 DR9667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9667  Standards:
 DR9667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9667  -------------------------------------------------------------------
 DR9667  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.03734654
 DR9667  -------------------------------------------------------------------
 DR9667  Click here for local accuracies and other accuracy information.
 DR9667
 DR9667.The horizontal coordinates were established by GPS observations
 DR9667.and adjusted by the National Geodetic Survey in December 2025.
 DR9667
 DR9667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9667.been affixed to the stable North American tectonic plate. See 
 DR9667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9667
 DR9667.The horizontal coordinates are valid at the epoch date displayed above
 DR9667.which is a decimal equivalence of Year/Month/Day.
 DR9667
 DR9667.The orthometric height was determined by differential leveling and
 DR9667.adjusted by the NATIONAL GEODETIC SURVEY
 DR9667.in February 2025.
 DR9667
 DR9667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9667.GEOID18 height accuracy estimate available here.
 DR9667
 DR9667.Click photographs - Photos may exist for this station.
 DR9667
 DR9667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9667
 DR9667.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9667
 DR9667.The ellipsoidal height was determined by GPS observations
 DR9667.and is referenced to NAD 83.
 DR9667
 DR9667.The dynamic height is computed by dividing the NAVD 88
 DR9667.geopotential number by the normal gravity value computed on the
 DR9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9667.degrees latitude (g = 980.6199 gals.).
 DR9667
 DR9667.The modeled gravity was interpolated from observed gravity values.
 DR9667
 DR9667. The following values were computed from the NAD 83(2011) position.
 DR9667
 DR9667;                    North         East     Units Scale Factor Converg.
 DR9667;SPC MI S     -   167,588.743 4,158,112.717   MT  0.99990863   +1 19 10.8
 DR9667;SPC MI S     -   549,831.83 13,642,102.09   iFT  0.99990863   +1 19 10.8
 DR9667;UTM  17      - 4,760,954.917   383,631.576   MT  0.99976659   -0 58 24.7
 DR9667
 DR9667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9667!SPC MI S     -   0.99997745  x   0.99990863  =   0.99988608
 DR9667!UTM  17      -   0.99997745  x   0.99976659  =   0.99974405
 DR9667
 DR9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8363160954(NAD 83)
 DR9667
 DR9667                          SUPERSEDED SURVEY CONTROL
 DR9667
 DR9667.No superseded survey control is available for this station.
 DR9667
 DR9667_MARKER: F = FLANGE-ENCASED ROD
 DR9667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR9667_STAMPING: 4096 J 2019
 DR9667_MARK LOGO: NGS
 DR9667_PROJECTION: RECESSED 2 CENTIMETERS
 DR9667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9667+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2022
 DR9667_ROD/PIPE-DEPTH: 17.6 meters
 DR9667_SLEEVE-DEPTH  : 1.2 meters
 DR9667
 DR9667  HISTORY     - Date     Condition        Report By
 DR9667  HISTORY     - 20191025 MONUMENTED       CO-OPS
 DR9667  HISTORY     - 20220822 GOOD             NGS
 DR9667  HISTORY     - 20220924 GOOD             CO-OPS
 DR9667
 DR9667                          STATION DESCRIPTION
 DR9667
 DR9667'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DR9667'RECOVERED AS DESCRIBED.
 DR9667'
 DR9667'TO REACH BENCH MARK 901 4096 J, IN PORT HURON, ST CLAIR COUNTY, MI
 DR9667'FROM THE INTERSECTION OF EDISON SHORES STREET AND THOMAS EDISON
 DR9667'PARKWAY.  IN THOMAS EDISON PARK.  BEING A STAINLESS STEEL ROD WITH
 DR9667'KICK BLOCK.  67.05 M (220.0 FT) SOUTH OF THE MOST SOUTHERN CURB OF
 DR9667'PARKING LOT WITH LARGE BRICK MARINE NAVIGATION LIGHT, 37.79 M (124.0
 DR9667'FT) NORTHEAST OF THE EASTERN POST OF A BLUE THOMAS EDISON PARKWAY
 DR9667'SIGN, 30.49 M (100.0 FT) EAST OF THE CENTERLINE OF THOMAS EDISON
 DR9667'PARKWAY, 18.87 M (61.9 FT) WEST OF THE EAST FACE OF SEA WALL, 0.5 M
 DR9667'(1.6 FT) EAST OF A WITNESS POST.
 DR9667
 DR9667                          STATION RECOVERY (2022)
 DR9667
 DR9667'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DR9667'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF RUBY, 9.0
 DR9667'MI (14.5 KM) SOUTH-SOUTHEAST OF LAKEPORT AND 1.5 MI (2.4 KM) NORTH OF
 DR9667'PORT HURON.
 DR9667'
 DR9667'TO REACH BENCH MARK 901 4096 J, IN PORT HURON, ST CLAIR COUNTY, MI
 DR9667'FROM THE INTERSECTION OF 10TH AVENUE AND MCPHERSON ST, HEAD EAST FOR
 DR9667'0.63 KM (0.39 MI) ON MCPHERSON ST UNTIL YOU COME TO A T INTERSECTION.
 DR9667'TURN RIGHT HEADING SOUTH ON THOMAS EDISON PARKWAY FOR 0.33 KM (0.21
 DR9667'MI) AND THE BENCH MARK WILL BE ON YOUR LEFT APPROXIMATELY HALF WAY
 DR9667'BETWEEN THE ROAD AND THE WATER.  BENCH MARK IS LOCATED IN THOMAS
 DR9667'EDISON PARK.  PARK ADDRESS IS 682 THOMAS EDISON PARKWAY PORT HURON, MI
 DR9667'48060.
 DR9667'
 DR9667'BENCH MARK IS A STAINLESS STEEL DEEP ROD LOCATED 67.05 M (220.0 FT)
 DR9667'SOUTH OF THE MOST SOUTHERN CURB OF PARKING LOT WITH LARGE BRICK MARINE
 DR9667'NAVIGATION LIGHT, 37.79 M (124.0 FT) NORTHEAST OF THE EASTERN POST OF
 DR9667'A BLUE THOMAS EDISON PARKWAY SIGN, 30.49 M (100.0 FT) EAST OF THE
 DR9667'CENTERLINE OF THOMAS EDISON PARKWAY, 18.87 M (61.9 FT) WEST OF THE
 DR9667'EAST FACE OF SEA WALL, 0.5 M (1.6 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0595 ***********************************************************************
 OJ0595  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0595  DESIGNATION -  901 4096 PH 360
 OJ0595  PID         -  OJ0595
 OJ0595  STATE/COUNTY-  MI/ST CLAIR
 OJ0595  COUNTRY     -  US
 OJ0595  USGS QUAD   -  LAKEPORT (2017)
 OJ0595
 OJ0595                         *CURRENT SURVEY CONTROL
 OJ0595  ______________________________________________________________________
 OJ0595* NAD 83(1986) POSITION- 43 00 12.     (N) 082 25 24.     (W)   SCALED
 OJ0595* NAVD 88 ORTHO HEIGHT -   177.906 (meters)      583.68  (feet) ADJUSTED
 OJ0595  ______________________________________________________________________
 OJ0595  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 OJ0595  DYNAMIC HEIGHT  -        177.862 (meters)      583.54  (feet) COMP
 OJ0595  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 OJ0595
 OJ0595  VERT ORDER      -  SECOND    CLASS I
 OJ0595
 OJ0595.The horizontal coordinates were scaled from a map and have
 OJ0595.an estimated accuracy of +/- 6 seconds.
 OJ0595
 OJ0595.The orthometric height was determined by differential leveling and
 OJ0595.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0595.in May 2000.
 OJ0595
 OJ0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0595.GEOID18 height accuracy estimate available here.
 OJ0595
 OJ0595.This Water Level Mark is designated as VM 13011
 OJ0595.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0595
 OJ0595.Click photographs - Photos may exist for this station.
 OJ0595
 OJ0595.The dynamic height is computed by dividing the NAVD 88
 OJ0595.geopotential number by the normal gravity value computed on the
 OJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0595.degrees latitude (g = 980.6199 gals.).
 OJ0595
 OJ0595.The modeled gravity was interpolated from observed gravity values.
 OJ0595
 OJ0595;                    North         East    Units  Estimated Accuracy
 OJ0595;SPC MI S     -   168,820.    4,158,420.      MT  (+/- 180 meters Scaled)
 OJ0595
 OJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839621(NAD 83)
 OJ0595
 OJ0595                          SUPERSEDED SURVEY CONTROL
 OJ0595
 OJ0595  NAVD 88 (06/15/91)  177.914  (m)          583.71   (f) SUPERSEDED  1 2
 OJ0595  NGVD 29 (11/26/84)  178.030  (m)          584.09   (f) ADJUSTED    1 2
 OJ0595
 OJ0595.Superseded values are not recommended for survey control.
 OJ0595
 OJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0595.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0595
 OJ0595_MARKER: DD = SURVEY DISK
 OJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0595_STAMPING: NO 360
 OJ0595_MARK LOGO: MI4060
 OJ0595_PROJECTION: FLUSH
 OJ0595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0595+STABILITY: SURFACE MOTION
 OJ0595
 OJ0595  HISTORY     - Date     Condition        Report By
 OJ0595  HISTORY     - UNK      MONUMENTED       MI4060
 OJ0595  HISTORY     - 1980     GOOD             NGS
 OJ0595  HISTORY     - 19931116 GOOD             NOS
 OJ0595  HISTORY     - 19951101 GOOD             NOS
 OJ0595  HISTORY     - 20010206 POOR             TETR
 OJ0595  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0595
 OJ0595                          STATION DESCRIPTION
 OJ0595
 OJ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0595'IN PORT HURON.
 OJ0595'IN PORT HURON, AT THE T-JUNCTION OF OMAR AND HANCOCK STREETS, AT A
 OJ0595'BRICK PUMPHOUSE, 7.6 METERS (25.0 FEET) WEST OF THE CENTER OF OMAR,
 OJ0595'9.0 METERS (29.5 FEET) SOUTH OF THE CENTER OF HANCOCK, 9.4 METERS
 OJ0595'(30.8 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE PUMPHOUSE, 5.5
 OJ0595'METERS (17.9 FEET) NORTH-NORTHWEST OF A FIRE HYDRANT, 1.4 METERS
 OJ0595'(4.7 FEET) SOUTHEAST OF UTILITY POLE NUMBER B5004
 OJ0595'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0595
 OJ0595                          STATION RECOVERY (1993)
 OJ0595
 OJ0595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 OJ0595'IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE T-JUNCTION OF OMAR
 OJ0595'AND HANCOCK STREETS, AT A BRICK PUMPHOUSE, 7.6 METERS (24.9 FT) WEST
 OJ0595'OF THE CENTER OF OMAR, 9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF
 OJ0595'HANCOCK, 9.4 METERS (30.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OJ0595'PUMPHOUSE, 5.5 METERS (18.0 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 1.4
 OJ0595'METERS (4.6 FT) SOUTHEAST OF UTILITY POLE NUMBER B5004, BEING HIGHEST
 OJ0595'POINT OF A BRONZE DISC SET IN THE CENTER OF 8-INCH CYLINDERICAL
 OJ0595'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OJ0595
 OJ0595                          STATION RECOVERY (1995)
 OJ0595
 OJ0595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0595'RECOVERED AS DESCRIBED.
 OJ0595
 OJ0595                          STATION RECOVERY (2001)
 OJ0595
 OJ0595'RECOVERY NOTE BY TETRA TECH MPS 2001 (GMB)
 OJ0595'POINT OJ0595 APPEARS TO HAVE BEEN HIT BY A SNOW PLOW BLADE.  THE
 OJ0595'MONUMENT, WHICH IS A DISC SET IN CONCRETE, IS NO LONGER FLUSH WITH THE
 OJ0595'GROUND BUT LIES AT A 35 DEGREE ANGLE TO THE GROUND.  MARKINGS ON THE
 OJ0595'CONCRETE AND BUILT UP SNOW PILES INDICATE THAT IT WAS DAMAGED WHEN A
 OJ0595'SNOW PLOW PUSHED SNOW INTO THE VACINITY OF THE MONUMENT.  THE MONUMENT
 OJ0595'WAS RECOVERED USING RECORDED WITNESSES.
 OJ0595'
 OJ0595
 OJ0595                          STATION RECOVERY (2003)
 OJ0595
 OJ0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0595'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0008 ***********************************************************************
 OJ0008  DESIGNATION -  901 4096 PUMPHOUSE USLS
 OJ0008  PID         -  OJ0008
 OJ0008  STATE/COUNTY-  MI/ST CLAIR
 OJ0008  COUNTRY     -  US
 OJ0008  USGS QUAD   -  LAKEPORT (2017)
 OJ0008
 OJ0008                         *CURRENT SURVEY CONTROL
 OJ0008  ______________________________________________________________________
 OJ0008* NAD 83(1986) POSITION- 43 00 11.     (N) 082 25 26.     (W)   SCALED
 OJ0008* NAVD 88 ORTHO HEIGHT -   178.253 (meters)      584.82  (feet) ADJUSTED
 OJ0008  ______________________________________________________________________
 OJ0008  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0008  DYNAMIC HEIGHT  -        178.210 (meters)      584.68  (feet) COMP
 OJ0008  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 OJ0008
 OJ0008  VERT ORDER      -  FIRST     CLASS 0
 OJ0008
 OJ0008.The horizontal coordinates were scaled from a map and have
 OJ0008.an estimated accuracy of +/- 6 seconds.
 OJ0008
 OJ0008.The orthometric height was determined by differential leveling and
 OJ0008.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0008.in June 1991.
 OJ0008
 OJ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0008.GEOID18 height accuracy estimate available here.
 OJ0008
 OJ0008.Click photographs - Photos may exist for this station.
 OJ0008
 OJ0008.The dynamic height is computed by dividing the NAVD 88
 OJ0008.geopotential number by the normal gravity value computed on the
 OJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0008.degrees latitude (g = 980.6199 gals.).
 OJ0008
 OJ0008.The modeled gravity was interpolated from observed gravity values.
 OJ0008
 OJ0008;                    North         East    Units  Estimated Accuracy
 OJ0008;SPC MI S     -   168,780.    4,158,380.      MT  (+/- 180 meters Scaled)
 OJ0008
 OJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839621(NAD 83)
 OJ0008
 OJ0008                          SUPERSEDED SURVEY CONTROL
 OJ0008
 OJ0008  NGVD 29 (11/26/84)  178.369  (m)          585.20   (f) ADJUSTED    1 0
 OJ0008
 OJ0008.Superseded values are not recommended for survey control.
 OJ0008
 OJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0008.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0008
 OJ0008_MARKER: Z = SEE DESCRIPTION
 OJ0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0008_SP_SET: WATER TABLE
 OJ0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0008
 OJ0008  HISTORY     - Date     Condition        Report By
 OJ0008  HISTORY     - 1957     MONUMENTED       USLS
 OJ0008  HISTORY     - 1970     GOOD             USLS
 OJ0008  HISTORY     - 1980     GOOD             NGS
 OJ0008  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 OJ0008  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0008  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0008
 OJ0008                          STATION DESCRIPTION
 OJ0008
 OJ0008'DESCRIBED BY US LAKE SURVEY 1970
 OJ0008'AT PORT HURON.
 OJ0008'PUMPHOUSE IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, NEAR
 OJ0008'THE SOUTHWEST CORNER OF THE JUNCTION OF HANCOCK AND OMAR STREETS,
 OJ0008'AT SOUTHEAST CORNER OF SMALL BRICK PUMPHOUSE BUILDING, ON TOP
 OJ0008'OF THE CONCRETE WATERTABLE, 2 FEET ABOVE THE GROUND, BEING
 OJ0008'HIGHEST POINT IN A 1-INCH SQUARE FORMED BY TWO CUT LINES AND
 OJ0008'THE EDGES OF THE WATERTABLE, BM PUMPHOUSE, 1957.
 OJ0008
 OJ0008                          STATION RECOVERY (1980)
 OJ0008
 OJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0008'IN PORT HURON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF HANCOCK
 OJ0008'AND OMAR STREETS, THIS MARK IS A 1-INCH CHISELED SQUARE FORMED BY
 OJ0008'2 CHISELED LINES CUT INTO THE SOUTHEAST CORNER OF THE STONE WATER
 OJ0008'TABLE OF THE BRICK PUMPHOUSE, 10.07 METERS (56.0 FEET) SOUTH OF
 OJ0008'THE CENTER OF HANCOCK STREET, 12.5 METERS (41.0 FEET) WEST OF THE
 OJ0008'CENTER OF OMAR STREET, 6.92 METERS (22.7 FEET) SOUTHWEST OF A FIRE
 OJ0008'HYDRANT
 OJ0008'THE MARK IS 0.6 M ABOVE STREET.
 OJ0008
 OJ0008                          STATION RECOVERY (1995)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0008'MARK NOT FOUND.
 OJ0008
 OJ0008                          STATION RECOVERY (1997)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0008'MARK NOT FOUND.
 OJ0008
 OJ0008                          STATION RECOVERY (2003)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0008'SUSPECT MARK HAS BEEN DESTROYED, AS THERE IS A NEWER PUMP HOUSE ON THE
 OJ0008'SITE NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0007 ***********************************************************************
 OJ0007  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0007  DESIGNATION -  901 4096 TANK
 OJ0007  PID         -  OJ0007
 OJ0007  STATE/COUNTY-  MI/ST CLAIR
 OJ0007  COUNTRY     -  US
 OJ0007  USGS QUAD   -  LAKEPORT (2017)
 OJ0007
 OJ0007                         *CURRENT SURVEY CONTROL
 OJ0007  ______________________________________________________________________
 OJ0007* NAD 83(1986) POSITION- 43 00 14.67   (N) 082 25 21.08   (W)   HD_HELD1
 OJ0007* NAVD 88 ORTHO HEIGHT -   180.216 (meters)      591.26  (feet) ADJUSTED
 OJ0007  ______________________________________________________________________
 OJ0007  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 OJ0007  DYNAMIC HEIGHT  -        180.172 (meters)      591.11  (feet) COMP
 OJ0007  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 OJ0007
 OJ0007  VERT ORDER      -  SECOND    CLASS I
 OJ0007
 OJ0007.The horizontal coordinates were determined by differentially corrected
 OJ0007.hand held GPS observations or other comparable positioning techniques
 OJ0007.and have an estimated accuracy of +/- 3 meters.
 OJ0007
 OJ0007.The orthometric height was determined by differential leveling and
 OJ0007.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0007.in February 2025.
 OJ0007
 OJ0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0007.GEOID18 height accuracy estimate available here.
 OJ0007
 OJ0007.This Water Level Mark is designated as VM 13010
 OJ0007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0007
 OJ0007.Click photographs - Photos may exist for this station.
 OJ0007
 OJ0007.The dynamic height is computed by dividing the NAVD 88
 OJ0007.geopotential number by the normal gravity value computed on the
 OJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0007.degrees latitude (g = 980.6199 gals.).
 OJ0007
 OJ0007.The modeled gravity was interpolated from observed gravity values.
 OJ0007
 OJ0007;                    North         East    Units  Estimated Accuracy
 OJ0007;SPC MI S     -   168,899.2   4,158,488.4     MT  (+/- 3 meters HH1 GPS) 
 OJ0007
 OJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8405962249(NAD 83)
 OJ0007
 OJ0007                          SUPERSEDED SURVEY CONTROL
 OJ0007
 OJ0007  NAVD 88 (06/15/91)  180.218  (m)          591.27   (f) SUPERSEDED  1 0
 OJ0007  NGVD 29 (11/26/84)  180.337  (m)          591.66   (f) ADJUSTED    1 0
 OJ0007
 OJ0007.Superseded values are not recommended for survey control.
 OJ0007
 OJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0007.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0007
 OJ0007_MARKER: B = BOLT
 OJ0007_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0007+WITH SETTING: PAVEMENT
 OJ0007_SP_SET: CUT BOLT FASTENING WATER TANK
 OJ0007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0007+STABILITY: SURFACE MOTION
 OJ0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0007+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2022
 OJ0007
 OJ0007  HISTORY     - Date     Condition        Report By
 OJ0007  HISTORY     - 1960     MONUMENTED       USLS
 OJ0007  HISTORY     - 1970     GOOD             USLS
 OJ0007  HISTORY     - 1980     GOOD             NGS
 OJ0007  HISTORY     - 19921014 GOOD             NOS
 OJ0007  HISTORY     - 19930515 GOOD             USPSQD
 OJ0007  HISTORY     - 20060417 GOOD             MIDT
 OJ0007  HISTORY     - 20080903 GOOD             SPALD
 OJ0007  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0007
 OJ0007                          STATION DESCRIPTION
 OJ0007
 OJ0007'DESCRIBED BY US LAKE SURVEY 1970
 OJ0007'AT PORT HURON.
 OJ0007'TANK IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY
 OJ0007'OF THE DUNN PAPER COMPANY, ON BASE OF SOUTHEAST SUPPORT OF LARGE
 OJ0007'WATER TANK, 2 FEET ABOVE THE GROUND, ON TOP OF A 1-3/4 INCH
 OJ0007'ANCHOR BOLT, BEING HIGHEST POINT IN A QUADRANT FORMED BY TWO
 OJ0007'CHISELED LINES AND THE CIRCUMFERENCE OF THE BOLT, BM TANK (1960).
 OJ0007
 OJ0007                          STATION RECOVERY (1980)
 OJ0007
 OJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0007'IN PORT HURON, ON THE PROPERTY OF THE DUNN PAPER COMPANY, SOUTHEAST
 OJ0007'AND ON THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR
 OJ0007'STREETS, THIS MARK IS THE TOP OF THE ONLY 1 3/4-INCH BOLT IN THE
 OJ0007'SOUTHEAST LEG OF THE WATER TANK FOR THE PLANT, AND IS FRAMED BY
 OJ0007'3/8-INCH METAL PLATE 1 FOOT HIGH.
 OJ0007'THE MARK IS 0.3 M ABOVE GROUND.
 OJ0007
 OJ0007                          STATION RECOVERY (1992)
 OJ0007
 OJ0007'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 OJ0007'TANK IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON PROPERTY OF THE
 OJ0007'JAMES RIVER CORPORATION (FORMER DUNN PAPER COMPANY) , SOUTHEAST AND ON
 OJ0007'THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR STREETS, ON
 OJ0007'TOP OF THE ONLY 1 3/4-INCH BOLT IN THE SOUTHEAST LEG OF THE WATER TANK
 OJ0007'FOR THE PLANT, BEING THE HIGHEST POINT IN A QUADRANT FORMED BY TWO
 OJ0007'CHISELED LINES AND THE CIRCUMFERENCE OF THE BOLT.  THE MARK IS FRAMED
 OJ0007'BY 3/8-INCH METAL PLATE 1 FOOT (0.3 M) HIGH.
 OJ0007
 OJ0007                          STATION RECOVERY (1993)
 OJ0007
 OJ0007'RECOVERY NOTE BY US POWER SQUADRON 1993
 OJ0007'RECOVERED IN GOOD CONDITION.
 OJ0007
 OJ0007                          STATION RECOVERY (2006)
 OJ0007
 OJ0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0007'RECOVERED AS DESCRIBED.
 OJ0007
 OJ0007                          STATION RECOVERY (2008)
 OJ0007
 OJ0007'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2008 (CWB)
 OJ0007'RECOVERED IN GOOD CONDITION.
 OJ0007
 OJ0007                          STATION RECOVERY (2022)
 OJ0007
 OJ0007'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0007'BOLT MARK IS ON PRIVATE PROPERTY LOCATED NEXT TO THE US COAST GUARD
 OJ0007'STATION PORT HURON.  ADDRESS OF USCG BASE IS 2800 OMAR ST PORT HURON,
 OJ0007'MI 48060.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0012 ***********************************************************************
 OJ0012  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0012  DESIGNATION -  901 4098 COLD
 OJ0012  PID         -  OJ0012
 OJ0012  STATE/COUNTY-  MI/ST CLAIR
 OJ0012  COUNTRY     -  US
 OJ0012  USGS QUAD   -  LAKEPORT (2017)
 OJ0012
 OJ0012                         *CURRENT SURVEY CONTROL
 OJ0012  ______________________________________________________________________
 OJ0012* NAD 83(1986) POSITION- 43 00 19.6    (N) 082 25 23.7    (W)   HD_HELD2
 OJ0012* NAVD 88 ORTHO HEIGHT -   178.983 (meters)      587.21  (feet) ADJUSTED
 OJ0012  ______________________________________________________________________
 OJ0012  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0012  DYNAMIC HEIGHT  -        178.939 (meters)      587.07  (feet) COMP
 OJ0012  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OJ0012
 OJ0012  VERT ORDER      -  SECOND    CLASS I
 OJ0012
 OJ0012.The horizontal coordinates were established by autonomous hand held GPS
 OJ0012.observations and have an estimated accuracy of +/- 10 meters.
 OJ0012
 OJ0012.The orthometric height was determined by differential leveling and
 OJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0012.in July 2007.
 OJ0012
 OJ0012.No vertical observational check was made to the station.
 OJ0012
 OJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0012.GEOID18 height accuracy estimate available here.
 OJ0012
 OJ0012.This Water Level Mark is designated as VM 13019
 OJ0012.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0012
 OJ0012.Click photographs - Photos may exist for this station.
 OJ0012
 OJ0012.The dynamic height is computed by dividing the NAVD 88
 OJ0012.geopotential number by the normal gravity value computed on the
 OJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0012.degrees latitude (g = 980.6199 gals.).
 OJ0012
 OJ0012.The modeled gravity was interpolated from observed gravity values.
 OJ0012
 OJ0012;                    North         East    Units  Estimated Accuracy
 OJ0012;SPC MI S     -   169,050.    4,158,426.      MT  (+/- 10 meters HH2 GPS)
 OJ0012
 OJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8400262402(NAD 83)
 OJ0012
 OJ0012                          SUPERSEDED SURVEY CONTROL
 OJ0012
 OJ0012  NAVD 88 (10/01/97)  178.982  (m)          587.21   (f) SUPERSEDED  1 0
 OJ0012  NAVD 88 (06/15/91)  178.981  (m)          587.21   (f) SUPERSEDED  1 0
 OJ0012  NGVD 29 (11/26/84)  179.096  (m)          587.58   (f) ADJUSTED    1 0
 OJ0012
 OJ0012.Superseded values are not recommended for survey control.
 OJ0012
 OJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0012.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0012
 OJ0012_MARKER: Z = SEE DESCRIPTION
 OJ0012_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0012+WITH SETTING: INFORMATION.
 OJ0012_SP_SET: IRON ROD
 OJ0012_STAMPING: 901 4098 COLD
 OJ0012_MARK LOGO: NGS
 OJ0012_PROJECTION: RECESSED 5 CENTIMETERS
 OJ0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0012+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 OJ0012_ROD/PIPE-DEPTH: 4.4 meters
 OJ0012
 OJ0012  HISTORY     - Date     Condition        Report By
 OJ0012  HISTORY     - 1947     MONUMENTED       USLS
 OJ0012  HISTORY     - 1970     GOOD             USLS
 OJ0012  HISTORY     - 1980     GOOD             NGS
 OJ0012  HISTORY     - 1983     GOOD             USPSQD
 OJ0012  HISTORY     - 19941019 GOOD             NOS
 OJ0012  HISTORY     - 19951021 GOOD             NOS
 OJ0012  HISTORY     - 20020505 GOOD             USPSQD
 OJ0012  HISTORY     - 20061212 GOOD             MIDT
 OJ0012  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0012  HISTORY     - 20240105 GOOD             MCA
 OJ0012
 OJ0012                          STATION DESCRIPTION
 OJ0012
 OJ0012'DESCRIBED BY US LAKE SURVEY 1970
 OJ0012'AT PORT HURON.
 OJ0012'COLD IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE COAST
 OJ0012'GUARD STATION, 68 FEET SOUTH OF CENTERLINE OF THE ENTRANCE
 OJ0012'DRIVEWAY, JUST EAST OF THE MAIN BUILDING, 10.4 FEET SOUTHEAST
 OJ0012'OF NORTHEAST CORNER OF THE PORCH, 1.3 FEET FROM EAST FACE OF
 OJ0012'THE PORCH, 1.1 FEET FROM NORTH EDGE OF THE PORCH STEPS, 1/4-FOOT
 OJ0012'ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF A 1-INCH
 OJ0012'DIAMETER IRON ROD, 14.5 FEET LONG.  BM COLD 1947
 OJ0012
 OJ0012                          STATION RECOVERY (1980)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0012'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0012'ON THE PROPERTY OF THE U S COAST GUARD, SET ON THE EAST SIDE OF THE
 OJ0012'HEADQUARTERS BUILDING WHICH IS A TWO STORY FRAME STRUCTURE, 3.23
 OJ0012'METERS (10.6 FEET) SOUTH OF THE NORTHEAST CORNER OF THE PORCH, 1,75
 OJ0012'METERS (5.7 FEET) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 OJ0012'BOTTOM STEP, 0.36 METER (1.2 FEET) EAST-SOUTHEAST OF THE FACE OF THE
 OJ0012'UNDERPINNING OF THE PORCH, NOTE, THIS MARK IS A 1-INCH DIAMETER
 OJ0012'IRON ROD
 OJ0012'THE MARK IS 0.04 M ABOVE GROUND.
 OJ0012
 OJ0012                          STATION RECOVERY (1983)
 OJ0012
 OJ0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0012'RECOVERED IN GOOD CONDITION.
 OJ0012
 OJ0012                          STATION RECOVERY (1994)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0012'COLD IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0012'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0012'GUARD, SET ON THE EAST SIDE OF THE HEADQUARTERS BUILDING WHICH IS A
 OJ0012'TWO STORY FRAME STRUCTURE, 20.73 METERS (68.01 FT) SOUTH OF THE
 OJ0012'CENTERLINE OF THE ENTRANCE DRIVEWAY, 3.23 METERS (10.60 FT) SOUTH OF
 OJ0012'THE NORTHEAST CORNER OF THE PORCH, 1.75 METERS (5.74 FT)
 OJ0012'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BOTTOM STEP, 0.36 METER
 OJ0012'(1.18 FT) EAST-SOUTHEAST OF THE FACE OF THE UNDERPINNING OF THE PORCH,
 OJ0012'JUST BELOW THE CANVAS TARMAC OF ROCK GARDEN, BEING THE HIGHEST POINT
 OJ0012'OF A 1-INCH DIAMETER IRON ROD 4.42 METERS (14.50 FT) LONG, 0.013 METER
 OJ0012'(0.043 FT) BELOW GROUND SURFACE.
 OJ0012
 OJ0012                          STATION RECOVERY (1995)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0012'RECOVERED AS DESCRIBED.
 OJ0012
 OJ0012                          STATION RECOVERY (2002)
 OJ0012
 OJ0012'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0012'RECOVERED IN GOOD CONDITION.
 OJ0012
 OJ0012                          STATION RECOVERY (2006)
 OJ0012
 OJ0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0012'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.46 METERS (1.5
 OJ0012'FEET) SOUTH OF A CARSONITE WITNESS POST.
 OJ0012
 OJ0012                          STATION RECOVERY (2022)
 OJ0012
 OJ0012'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0012'RECOVERED IN GOOD CONDITION.
 OJ0012
 OJ0012                          STATION RECOVERY (2024)
 OJ0012
 OJ0012'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0014 ***********************************************************************
 OJ0014  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0014  DESIGNATION -  901 4098 FORT
 OJ0014  PID         -  OJ0014
 OJ0014  STATE/COUNTY-  MI/ST CLAIR
 OJ0014  COUNTRY     -  US
 OJ0014  USGS QUAD   -  LAKEPORT (2017)
 OJ0014
 OJ0014                         *CURRENT SURVEY CONTROL
 OJ0014  ______________________________________________________________________
 OJ0014* NAD 83(1986) POSITION- 43 00 24.54   (N) 082 25 20.94   (W)   HD_HELD1
 OJ0014* NAVD 88 ORTHO HEIGHT -   179.032 (meters)      587.37  (feet) ADJUSTED
 OJ0014  ______________________________________________________________________
 OJ0014  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0014  DYNAMIC HEIGHT  -        178.989 (meters)      587.23  (feet) COMP
 OJ0014  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OJ0014
 OJ0014  VERT ORDER      -  SECOND    CLASS I
 OJ0014
 OJ0014.The horizontal coordinates were determined by differentially corrected
 OJ0014.hand held GPS observations or other comparable positioning techniques
 OJ0014.and have an estimated accuracy of +/- 3 meters.
 OJ0014
 OJ0014.The orthometric height was determined by differential leveling and
 OJ0014.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0014.in July 2007.
 OJ0014
 OJ0014.No vertical observational check was made to the station.
 OJ0014
 OJ0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0014.GEOID18 height accuracy estimate available here.
 OJ0014
 OJ0014.This Water Level Mark is designated as VM 13015
 OJ0014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0014
 OJ0014.Click photographs - Photos may exist for this station.
 OJ0014
 OJ0014.The dynamic height is computed by dividing the NAVD 88
 OJ0014.geopotential number by the normal gravity value computed on the
 OJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0014.degrees latitude (g = 980.6199 gals.).
 OJ0014
 OJ0014.The modeled gravity was interpolated from observed gravity values.
 OJ0014
 OJ0014;                    North         East    Units  Estimated Accuracy
 OJ0014;SPC MI S     -   169,203.7   4,158,484.6     MT  (+/- 3 meters HH1 GPS) 
 OJ0014
 OJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8406762553(NAD 83)
 OJ0014
 OJ0014                          SUPERSEDED SURVEY CONTROL
 OJ0014
 OJ0014  NAVD 88 (06/15/91)  179.029  (m)          587.36   (f) SUPERSEDED  1 0
 OJ0014  NGVD 29 (11/26/84)  179.147  (m)          587.75   (f) ADJUSTED    1 0
 OJ0014
 OJ0014.Superseded values are not recommended for survey control.
 OJ0014
 OJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0014.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0014
 OJ0014_MARKER: DD = SURVEY DISK
 OJ0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0014_SP_SET: FOUNDATION
 OJ0014_STAMPING: FORT CM USLSC 1968
 OJ0014_MARK LOGO: USACE
 OJ0014_PROJECTION: FLUSH
 OJ0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0014+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 OJ0014
 OJ0014  HISTORY     - Date     Condition        Report By
 OJ0014  HISTORY     - 1968     MONUMENTED       USLS
 OJ0014  HISTORY     - 1970     GOOD             USLS
 OJ0014  HISTORY     - 1980     GOOD             NGS
 OJ0014  HISTORY     - 1983     GOOD
 OJ0014  HISTORY     - 19890602 GOOD             NOS
 OJ0014  HISTORY     - 19951021 GOOD             NOS
 OJ0014  HISTORY     - 19980728 GOOD             OHM
 OJ0014  HISTORY     - 20020505 GOOD             USPSQD
 OJ0014  HISTORY     - 20050804 GOOD             NGS
 OJ0014  HISTORY     - 20060417 GOOD             MIDT
 OJ0014  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0014  HISTORY     - 20240105 GOOD             MCA
 OJ0014
 OJ0014                          STATION DESCRIPTION
 OJ0014
 OJ0014'DESCRIBED BY US LAKE SURVEY 1970
 OJ0014'AT PORT HURON.
 OJ0014'FORT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT FORT
 OJ0014'GRATIOT LIGHTHOUSE, AT SOUTHWEST CORNER OF U.S. LAKE SURVEY
 OJ0014'GAGE HOUSE, ON TOP OF WEST SIDE OF CONCRETE FOOTING, 1.1 FEET
 OJ0014'FROM SOUTH EDGE, 0.4-FOOT FROM WEST EDGE, 0.5-FOOT ABOVE THE
 OJ0014'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0014'DISC SET INTO THE CONCRETE FOUNDATION.  BM FORT 1968
 OJ0014
 OJ0014                          STATION RECOVERY (1980)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0014'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0014'ON THE PROPERTY OF THE U S COAST GUARD, SET IN THE SOUTHWEST CORNER
 OJ0014'OF THE FOUNDATION OF THE LAKE SURVEY GAGE HOUSE WHICH IS AT THE
 OJ0014'NORTHEAST CORNER OF THE PROPERTY, 0.37 METER (1.2 FEET) NORTH-NORTHEAS
 OJ0014'OF THE SOUTHWEST CORNER OF THE FOUNDATION, 0.15 METER (0.5 FOOT)
 OJ0014'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE
 OJ0014'THE MARK IS ABOVE LEVEL WITH FOUNDATION.
 OJ0014
 OJ0014                          STATION RECOVERY (1983)
 OJ0014
 OJ0014'RECOVERED 1983
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (1989)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (MDH)
 OJ0014'FORT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0014'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0014'GUARD, SET IN THE SOUTHWEST CORNER OF THE FOUNDATION OF THE NATIONAL
 OJ0014'OCEAN SERVICE (FORMER U.S.  LAKE SURVEY) GAUGE HOUSE WHICH IS AT THE
 OJ0014'NORTHEAST CORNER OF THE PROPERTY, 0.37 METER (1.21 FT) NORTH-NORTHEAST
 OJ0014'OF THE SOUTHWEST CORNER OF THE FOUNDATION, 0.15 METER (0.49 FT)
 OJ0014'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE. BEING
 OJ0014'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OJ0014'CONCRETE FOUNDATION.
 OJ0014
 OJ0014                          STATION RECOVERY (1995)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0014'RECOVERED AS DESCRIBED.
 OJ0014
 OJ0014                          STATION RECOVERY (1998)
 OJ0014
 OJ0014'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0014'RECOVERED AS DESCRIBED.
 OJ0014
 OJ0014                          STATION RECOVERY (2002)
 OJ0014
 OJ0014'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (2005)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (2006)
 OJ0014
 OJ0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0014'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.46 METERS (1.5
 OJ0014'FEET) NORTHWEST OF A CARSONITE WITNESS POST.
 OJ0014
 OJ0014                          STATION RECOVERY (2022)
 OJ0014
 OJ0014'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (2024)
 OJ0014
 OJ0014'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0010 ***********************************************************************
 OJ0010  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0010  DESIGNATION -  901 4098 FORT GRATIOT LH
 OJ0010  PID         -  OJ0010
 OJ0010  STATE/COUNTY-  MI/ST CLAIR
 OJ0010  COUNTRY     -  US
 OJ0010  USGS QUAD   -  LAKEPORT (2017)
 OJ0010
 OJ0010                         *CURRENT SURVEY CONTROL
 OJ0010  ______________________________________________________________________
 OJ0010* NAD 83(1986) POSITION- 43 00 22.39   (N) 082 25 21.72   (W)   HD_HELD1
 OJ0010* NAVD 88 ORTHO HEIGHT -   179.657 (meters)      589.42  (feet) ADJUSTED
 OJ0010  ______________________________________________________________________
 OJ0010  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0010  DYNAMIC HEIGHT  -        179.613 (meters)      589.28  (feet) COMP
 OJ0010  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 OJ0010
 OJ0010  VERT ORDER      -  SECOND    CLASS I
 OJ0010
 OJ0010.The horizontal coordinates were determined by differentially corrected
 OJ0010.hand held GPS observations or other comparable positioning techniques
 OJ0010.and have an estimated accuracy of +/- 3 meters.
 OJ0010
 OJ0010.The orthometric height was determined by differential leveling and
 OJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0010.in February 2025.
 OJ0010
 OJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0010.GEOID18 height accuracy estimate available here.
 OJ0010
 OJ0010.This Water Level Mark is designated as VM 13017
 OJ0010.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0010
 OJ0010.Click photographs - Photos may exist for this station.
 OJ0010
 OJ0010.The dynamic height is computed by dividing the NAVD 88
 OJ0010.geopotential number by the normal gravity value computed on the
 OJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0010.degrees latitude (g = 980.6199 gals.).
 OJ0010
 OJ0010.The modeled gravity was interpolated from observed gravity values.
 OJ0010
 OJ0010;                    North         East    Units  Estimated Accuracy
 OJ0010;SPC MI S     -   169,137.0   4,158,468.4     MT  (+/- 3 meters HH1 GPS) 
 OJ0010
 OJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8404862487(NAD 83)
 OJ0010
 OJ0010                          SUPERSEDED SURVEY CONTROL
 OJ0010
 OJ0010  NAVD 88 (07/23/07)  179.659  (m)          589.43   (f) SUPERSEDED  2 1
 OJ0010  NAVD 88 (05/05/00)  179.658  (m)          589.43   (f) SUPERSEDED  2 1
 OJ0010  NAVD 88 (06/15/91)  179.655  (m)          589.42   (f) SUPERSEDED  1 0
 OJ0010  NGVD 29 (11/26/84)  179.773  (m)          589.81   (f) ADJUSTED    1 0
 OJ0010
 OJ0010.Superseded values are not recommended for survey control.
 OJ0010
 OJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0010
 OJ0010_MARKER: B = BOLT
 OJ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0010_SP_SET: FOUNDATION
 OJ0010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0010+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 OJ0010
 OJ0010  HISTORY     - Date     Condition        Report By
 OJ0010  HISTORY     - 1877     MONUMENTED       USLS
 OJ0010  HISTORY     - 1934     GOOD             CGS
 OJ0010  HISTORY     - 1980     GOOD             NGS
 OJ0010  HISTORY     - 1983     GOOD             USPSQD
 OJ0010  HISTORY     - 19941019 GOOD             NOS
 OJ0010  HISTORY     - 19950928 POOR             USPSQD
 OJ0010  HISTORY     - 19951021 GOOD             NOS
 OJ0010  HISTORY     - 19970330 GOOD             USPSQD
 OJ0010  HISTORY     - 19970705 GOOD             USPSQD
 OJ0010  HISTORY     - 20020505 GOOD             USPSQD
 OJ0010  HISTORY     - 20050804 GOOD             NGS
 OJ0010  HISTORY     - 20060417 GOOD             MIDT
 OJ0010  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0010  HISTORY     - 20240105 GOOD             MCA
 OJ0010
 OJ0010                          STATION DESCRIPTION
 OJ0010
 OJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0010'AT PORT HURON.
 OJ0010'FORT GRATIOT LIGHTHOUSE IS AT FORT HURON, ST. CLAIR COUNTY,
 OJ0010'MICHIGAN, AT FORT GRATIOT LIGHTHOUSE, ON SOUTH FACE OF THE RED
 OJ0010'BRICK DWELLING, 2.1 FEET FROM THE SOUTHEAST CORNER, 0.4-FOOT
 OJ0010'BELOW BOTTOM OF THE WATER TABLE, BEING CENTER OF SMALL HOLE
 OJ0010'IN END OF A COPPER BOLT SET INTO THE STONE FOUNDATION, SURROUNDED
 OJ0010'BY THE LETTERS USBM. BM FORT GRATIOT LIGHTHOUSE 1877.
 OJ0010
 OJ0010                          STATION RECOVERY (1980)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0010'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0010'ON THE PROPERTY OF THE U S COAST GUARD SET AT THE SOUTHEAST CORNER
 OJ0010'OF BUILDING NUMBER 3, WHICH IS WEST OF THE LIGHTHOUSE, AND
 OJ0010'SURROUNDED BY THE CHISELED LETTERS USBM, 0.67 METER (2.2 FEET)
 OJ0010'WEST OF THE MOST SOUTHEAST CORNER OF BUILDING NUMBER 3
 OJ0010'THE MARK IS 0.67 M ABOVE GROUND.
 OJ0010
 OJ0010                          STATION RECOVERY (1983)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1994)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0010'FORT GRATIOT LH IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, SOUTHEAST
 OJ0010'OF THE JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U
 OJ0010'S COAST GUARD SET AT THE SOUTHEAST CORNER OF BUILDING NUMBER 3 (RED
 OJ0010'BRICK DWELLING) , 11.8 M (38.7 FT) EAST OF THE SOUTHWEST CORNER OF
 OJ0010'BUILDING NUMBER 3, 6.43 METERS (21.10 FT) WEST OF THE SOUTHWEST CORNER
 OJ0010'OF THE LIGHTHOUSE, 0.67 METER (2.20 FT) WEST OF THE MOST SOUTHEAST
 OJ0010'CORNER OF BUILDING NUMBER 3, 0.12 METER (0.39 FT) BELOW BOTTOM OF THE
 OJ0010'WATER TABLE, 0.67 METER (2.20 FT) ABOVE THE SIDEWALK, BEING CENTER OF
 OJ0010'SMALL HOLE IN END OF A COPPER BOLT SET INTO THE STONE FOUNDATION,
 OJ0010'SURROUNDED BY THE CHISELED LETTERS USBM.
 OJ0010
 OJ0010                          STATION RECOVERY (1995)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0010'MARK RECOVERED IN POOR CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1995)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0010'RECOVERED AS DESCRIBED.
 OJ0010
 OJ0010                          STATION RECOVERY (1997)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1997)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2002)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2005)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2006)
 OJ0010
 OJ0010'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0010'RECOVERED AS DESCRIBED.
 OJ0010
 OJ0010                          STATION RECOVERY (2022)
 OJ0010
 OJ0010'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2024)
 OJ0010
 OJ0010'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0015 ***********************************************************************
 OJ0015  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0015  DESIGNATION -  901 4098 LIGHT
 OJ0015  PID         -  OJ0015
 OJ0015  STATE/COUNTY-  MI/ST CLAIR
 OJ0015  COUNTRY     -  US
 OJ0015  USGS QUAD   -  LAKEPORT (2017)
 OJ0015
 OJ0015                         *CURRENT SURVEY CONTROL
 OJ0015  ______________________________________________________________________
 OJ0015* NAD 83(1986) POSITION- 43 00 22.92   (N) 082 25 20.88   (W)   HD_HELD1
 OJ0015* NAVD 88 ORTHO HEIGHT -   178.904 (meters)      586.95  (feet) ADJUSTED
 OJ0015  ______________________________________________________________________
 OJ0015  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0015  DYNAMIC HEIGHT  -        178.860 (meters)      586.81  (feet) COMP
 OJ0015  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OJ0015
 OJ0015  VERT ORDER      -  SECOND    CLASS I
 OJ0015
 OJ0015.The horizontal coordinates were determined by differentially corrected
 OJ0015.hand held GPS observations or other comparable positioning techniques
 OJ0015.and have an estimated accuracy of +/- 3 meters.
 OJ0015
 OJ0015.The orthometric height was determined by differential leveling and
 OJ0015.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0015.in July 2007.
 OJ0015
 OJ0015.No vertical observational check was made to the station.
 OJ0015
 OJ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0015.GEOID18 height accuracy estimate available here.
 OJ0015
 OJ0015.This Water Level Mark is designated as VM 13016
 OJ0015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0015
 OJ0015.Click photographs - Photos may exist for this station.
 OJ0015
 OJ0015.The dynamic height is computed by dividing the NAVD 88
 OJ0015.geopotential number by the normal gravity value computed on the
 OJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0015.degrees latitude (g = 980.6199 gals.).
 OJ0015
 OJ0015.The modeled gravity was interpolated from observed gravity values.
 OJ0015
 OJ0015;                    North         East    Units  Estimated Accuracy
 OJ0015;SPC MI S     -   169,153.8   4,158,487.1     MT  (+/- 3 meters HH1 GPS) 
 OJ0015
 OJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8406862503(NAD 83)
 OJ0015
 OJ0015                          SUPERSEDED SURVEY CONTROL
 OJ0015
 OJ0015  NAVD 88 (10/01/97)  178.900  (m)          586.94   (f) SUPERSEDED  1 0
 OJ0015  NAVD 88 (06/15/91)  178.890  (m)          586.91   (f) SUPERSEDED  1 0
 OJ0015  NGVD 29 (11/26/84)  179.006  (m)          587.29   (f) ADJUSTED    1 0
 OJ0015
 OJ0015.Superseded values are not recommended for survey control.
 OJ0015
 OJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0015.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0015
 OJ0015_MARKER: F = FLANGE-ENCASED ROD
 OJ0015_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 OJ0015_STAMPING: LIGHT
 OJ0015_MARK LOGO: NGS
 OJ0015_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0015_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0015+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 OJ0015_ROD/PIPE-DEPTH: 10.7 meters
 OJ0015
 OJ0015  HISTORY     - Date     Condition        Report By
 OJ0015  HISTORY     - 1970     MONUMENTED       USLS
 OJ0015  HISTORY     - 1970     GOOD             USLS
 OJ0015  HISTORY     - 1980     GOOD             NGS
 OJ0015  HISTORY     - 1983     GOOD             USPSQD
 OJ0015  HISTORY     - 19941019 GOOD             NOS
 OJ0015  HISTORY     - 19951021 GOOD             NOS
 OJ0015  HISTORY     - 19980728 GOOD             OHM
 OJ0015  HISTORY     - 20020505 GOOD             USPSQD
 OJ0015  HISTORY     - 20050804 GOOD             NGS
 OJ0015  HISTORY     - 20060417 GOOD             MIDT
 OJ0015  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0015  HISTORY     - 20240105 GOOD             MCA
 OJ0015
 OJ0015                          STATION DESCRIPTION
 OJ0015
 OJ0015'DESCRIBED BY US LAKE SURVEY 1970
 OJ0015'AT PORT HURON.
 OJ0015'LIGHT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON U.S.
 OJ0015'COAST GUARD STATION GROUNDS, AT FORT GRATIOT LIGHTHOUSE, 137.5
 OJ0015'FEET SOUTH OF SOUTHEAST CORNER OF LAKE SURVEY GAGE HOUSE, 136.4
 OJ0015'FEET SOUTHEAST OF NORTHEAST CORNER OF BUILDING NO. 9, 79.0
 OJ0015'FEET NORTHEAST OF MOST SOUTHEASTERLY CORNER AND 60.8 FEET
 OJ0015'SOUTHWESTERLY OF MOST NORTHEASTERLY CORNER OF BUILDING NO. 3,
 OJ0015'13.6 FEET WEST OF 3-INCH DIAMETER PIPE IN NORTH FACE OF
 OJ0015'LIGHTHOUSE, 9.4 FEET SOUTH OF SOUTHWEST CORNER OF CONCRETE
 OJ0015'RETAINING WALL AROUND LIGHT, 1-1/2-FEET BELOW THE GROUND SURFACE,
 OJ0015'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 OJ0015'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 35 FEET LONG.
 OJ0015'THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE
 OJ0015'MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER
 OJ0015'1-FOOT BELOW THE GROUND SURFACE.  BM LIGHT 1970
 OJ0015
 OJ0015                          STATION RECOVERY (1980)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0015'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0015'ON THE PROPERTY OF THE U S COAST GUARD NEAR THE FORT GARTIOT
 OJ0015'LIGHTHOUSE, 24.06 METERS (78.9 FEET) NORTHEAST OF THE MOST
 OJ0015'SOUTHEASTERLY CORNER OF BUILDING NUMBER 3, 4.27 METERS (14.0 FEET)
 OJ0015'WEST-NORTHWEST OF A 3-INCH PIPE ON THE NORTH FACE OF THE LIGHTHOUSE,
 OJ0015'2.9 METERS (9.5 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE NORTHERN
 OJ0015'END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE, NOTE, AT
 OJ0015'THIS TIME THE MARK WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0015'ACCESS COVER AND STAMPED LIGHT.
 OJ0015'THE MARK IS 0.3 M BELOW GROUND.
 OJ0015
 OJ0015                          STATION RECOVERY (1983)
 OJ0015
 OJ0015'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0015'STEEL PIPE ENCASED IN 5-INCH PVG PIPE WITH ALUMINUM COVER STAMPED
 OJ0015'LIGHT.
 OJ0015
 OJ0015                          STATION RECOVERY (1994)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0015'LIGHT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0015'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0015'GUARD NEAR THE FORT GARTIOT LIGHTHOUSE, 24.06 METERS (78.94 FT)
 OJ0015'NORTHEAST OF THE MOST SOUTHEASTERLY CORNER OF BUILDING NUMBER 3, 4.27
 OJ0015'METERS (14.01 FT) WEST-NORTHWEST OF A 3-INCH PIPE ON THE NORTH FACE OF
 OJ0015'THE LIGHTHOUSE, 2.9 METERS (9.5 FT) SOUTH OF THE SOUTHWEST CORNER OF
 OJ0015'THE NORTHERN END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE,
 OJ0015'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OJ0015'3/8-INCH DIAMETER STEEL PIPE, 0.46 METER (1.51 FT) BELOW THE GROUND
 OJ0015'SURFACE.  NOTE, MARK IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0015'ACCESS COVER STAMPED LIGHT.
 OJ0015
 OJ0015                          STATION RECOVERY (1995)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0015'RECOVERED AS DESCRIBED.
 OJ0015
 OJ0015                          STATION RECOVERY (1998)
 OJ0015
 OJ0015'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0015'RECOVERED AS DESCRIBED.
 OJ0015
 OJ0015                          STATION RECOVERY (2002)
 OJ0015
 OJ0015'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0015'RECOVERED IN GOOD CONDITION.
 OJ0015
 OJ0015                          STATION RECOVERY (2005)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0015'RECOVERED IN GOOD CONDITION.
 OJ0015
 OJ0015                          STATION RECOVERY (2006)
 OJ0015
 OJ0015'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0015'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. 0.15 METERS (0.5
 OJ0015'FEET) EAST OF A CARSONITE WITNESS POST.
 OJ0015
 OJ0015                          STATION RECOVERY (2022)
 OJ0015
 OJ0015'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0015'RECOVERED IN GOOD CONDITION.
 OJ0015
 OJ0015                          STATION RECOVERY (2024)
 OJ0015
 OJ0015'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0009 ***********************************************************************
 OJ0009  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0009  DESIGNATION -  901 4098 RETAINING WALL
 OJ0009  PID         -  OJ0009
 OJ0009  STATE/COUNTY-  MI/ST CLAIR
 OJ0009  COUNTRY     -  US
 OJ0009  USGS QUAD   -  LAKEPORT (2017)
 OJ0009
 OJ0009                         *CURRENT SURVEY CONTROL
 OJ0009  ______________________________________________________________________
 OJ0009* NAD 83(2011) POSITION- 43 00 22.36329(N) 082 25 20.76699(W)   ADJUSTED
 OJ0009* NAD 83(2011) ELLIP HT-   144.691 (meters)        (06/27/12)   ADJUSTED
 OJ0009* NAD 83(2011) EPOCH   -  2010.00
 OJ0009* NAVD 88 ORTHO HEIGHT -   179.600 (meters)      589.24  (feet) ADJUSTED
 OJ0009  ______________________________________________________________________
 OJ0009  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 OJ0009  NAD 83(2011) X  -    616,034.194 (meters)                     COMP
 OJ0009  NAD 83(2011) Y  - -4,630,792.632 (meters)                     COMP
 OJ0009  NAD 83(2011) Z  -  4,328,105.139 (meters)                     COMP
 OJ0009  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 OJ0009  DYNAMIC HEIGHT  -        179.557 (meters)      589.10  (feet) COMP
 OJ0009  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OJ0009
 OJ0009  VERT ORDER      -  SECOND    CLASS I
 OJ0009
 OJ0009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0009  Standards:
 OJ0009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0009  -------------------------------------------------------------------
 OJ0009  NETWORK    0.30   0.67           0.14   0.09   0.34     -0.01322905
 OJ0009  -------------------------------------------------------------------
 OJ0009  Click here for local accuracies and other accuracy information.
 OJ0009
 OJ0009.The horizontal coordinates were established by GPS observations
 OJ0009.and adjusted by the National Geodetic Survey in June 2012.
 OJ0009
 OJ0009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0009.been affixed to the stable North American tectonic plate. See 
 OJ0009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0009
 OJ0009.The horizontal coordinates are valid at the epoch date displayed above
 OJ0009.which is a decimal equivalence of Year/Month/Day.
 OJ0009
 OJ0009.The orthometric height was determined by differential leveling and
 OJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0009.in July 2007.
 OJ0009
 OJ0009.No vertical observational check was made to the station.
 OJ0009
 OJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0009.GEOID18 height accuracy estimate available here.
 OJ0009
 OJ0009.This Water Level Mark is designated as VM 13014
 OJ0009.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0009
 OJ0009.Click photographs - Photos may exist for this station.
 OJ0009
 OJ0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0009
 OJ0009.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0009
 OJ0009.The ellipsoidal height was determined by GPS observations
 OJ0009.and is referenced to NAD 83.
 OJ0009
 OJ0009.The dynamic height is computed by dividing the NAVD 88
 OJ0009.geopotential number by the normal gravity value computed on the
 OJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0009.degrees latitude (g = 980.6199 gals.).
 OJ0009
 OJ0009.The modeled gravity was interpolated from observed gravity values.
 OJ0009
 OJ0009. The following values were computed from the NAD 83(2011) position.
 OJ0009
 OJ0009;                    North         East     Units Scale Factor Converg.
 OJ0009;SPC MI S     -   169,136.659 4,158,490.042   MT  0.99990911   +1 19 23.2
 OJ0009;SPC MI S     -   554,910.30 13,643,340.03   iFT  0.99990911   +1 19 23.2
 OJ0009;UTM  17      - 4,762,486.276   384,070.476   MT  0.99976533   -0 58 13.1
 OJ0009
 OJ0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0009!SPC MI S     -   0.99997731  x   0.99990911  =   0.99988642
 OJ0009!UTM  17      -   0.99997731  x   0.99976533  =   0.99974264
 OJ0009
 OJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8407062486(NAD 83)
 OJ0009
 OJ0009                          SUPERSEDED SURVEY CONTROL
 OJ0009
 OJ0009  NAD 83(2007)-  43 00 22.36334(N)    082 25 20.76780(W) AD(2002.00) A
 OJ0009  ELLIP H (10/11/07)  144.709  (m)                       GP(2002.00) 4 2
 OJ0009  NAVD 88             179.60   (m)          589.2    (f) LEVELING    3  
 OJ0009  NAVD 88 (06/15/91)  179.597  (m)          589.23   (f) SUPERSEDED  1 0
 OJ0009  NGVD 29 (11/26/84)  179.714  (m)          589.61   (f) ADJUSTED    1 0
 OJ0009
 OJ0009.Superseded values are not recommended for survey control.
 OJ0009
 OJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0009
 OJ0009_MARKER: DR = REFERENCE MARK DISK
 OJ0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0009_SP_SET: RETAINING WALL
 OJ0009_STAMPING: RETAINING WALL
 OJ0009_MARK LOGO: USLS
 OJ0009_PROJECTION: FLUSH
 OJ0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0009+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2024
 OJ0009
 OJ0009  HISTORY     - Date     Condition        Report By
 OJ0009  HISTORY     - 1930     MONUMENTED       USLS
 OJ0009  HISTORY     - 1970     GOOD             USLS
 OJ0009  HISTORY     - 1980     GOOD             NGS
 OJ0009  HISTORY     - 1983     GOOD             USPSQD
 OJ0009  HISTORY     - 19941019 GOOD             NOS
 OJ0009  HISTORY     - 19950928 GOOD             USPSQD
 OJ0009  HISTORY     - 19951021 GOOD             NOS
 OJ0009  HISTORY     - 19970705 GOOD             USPSQD
 OJ0009  HISTORY     - 19980728 GOOD             OHM
 OJ0009  HISTORY     - 20020505 GOOD             USPSQD
 OJ0009  HISTORY     - 2005     GOOD             NGS
 OJ0009  HISTORY     - 20050804 GOOD             NGS
 OJ0009  HISTORY     - 20060417 GOOD             MIDT
 OJ0009  HISTORY     - 20080903 GOOD             SPALD
 OJ0009  HISTORY     - 20100608 GOOD             MIDT
 OJ0009  HISTORY     - 20150812 GOOD             NGS
 OJ0009  HISTORY     - 20220822 GOOD             NGS
 OJ0009  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0009  HISTORY     - 20240104 GOOD             MCA
 OJ0009
 OJ0009                          STATION DESCRIPTION
 OJ0009
 OJ0009'DESCRIBED BY US LAKE SURVEY 1970
 OJ0009'AT PORT HURON.
 OJ0009'RETAINING WALL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN,
 OJ0009'AT FORT GRATIOT LIGHTHOUSE, ABOUT 10 FEET SOUTH OF SMALL BUILDING
 OJ0009'ATTACHED TO THE LIGHTHOUSE TOWER, ON TOP AND ON CENTERLINE
 OJ0009'OF A CONCRETE WALL, 2.7 FEET FROM THE WEST END OF THE WALL,
 OJ0009'BEING HIGHEST POINT ON TOP OF A BRONZE DISC SET INTO THE CONCRETE,
 OJ0009'BM RETAINING WALL 1930.
 OJ0009
 OJ0009                          STATION RECOVERY (1980)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0009'IN PORT HURON SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0009'ON THE PROPERTY OF THE U S COAST GUARD NEAR THE FORT GRATIOT
 OJ0009'LIGHTHOUSE SET IN TOP OF THE SOUTHERN END OF A U SHAPED RETAINING
 OJ0009'WALL AROUND THE LIGHTHOUSE, 3.07 METERS (10.1 FEET) SOUTH-SOUTHEAST
 OJ0009'OF THE SOUTHEAST CORNER OF SMALL ENTRANCE HOUSE TO LIGHTHOUSE,
 OJ0009'0.83 METER (2.7 FEET) EAST OF THE WEST END OF THE RETAINING WALL,
 OJ0009'NOTE, IF MARK WAS STAMPED, IT IS NOT LEGIBLE AT THIS TIME
 OJ0009'THE MARK IS 0.49 M ABOVE GROUND.
 OJ0009
 OJ0009                          STATION RECOVERY (1983)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1994)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0009'RETAINING WALL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN,
 OJ0009'SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY
 OJ0009'OF THE U S COAST GUARD NEAR THE FORT GRATIOT LIGHTHOUSE SET IN TOP OF
 OJ0009'THE SOUTHERN END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE,
 OJ0009'31.15 METERS (102.20 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING
 OJ0009'NUMBER 3 ON COAST GURARD PROPERTY, 3.07 METERS (10.07 FT)
 OJ0009'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF SMALL ENTRANCE HOUSE TO
 OJ0009'LIGHTHOUSE, 0.83 METER (2.72 FT) EAST OF THE WEST END OF THE RETAINING
 OJ0009'WALL, 0.49 METERS (1.61 FT) ABOVE THE GROUND.
 OJ0009
 OJ0009                          STATION RECOVERY (1995)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1995)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0009'RECOVERED AS DESCRIBED.
 OJ0009
 OJ0009                          STATION RECOVERY (1997)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1998)
 OJ0009
 OJ0009'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0009'THIS STATION WAS RECOVERED BASED ON THE 1994 RECOVERY AND WAS VERIFIED
 OJ0009'IN ELEVATION WITH REFERENCE TO STATION 901 4098 FORT - PID OJ0014.
 OJ0009
 OJ0009                          STATION RECOVERY (2002)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (2005)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 OJ0009'LOCATED AT THE OUTLET OF LAKE MICHIGAN, JUST NORTH OF THE BLUE WATER
 OJ0009'BRIDGE AT A LIGHTHOUSE AND COAST GUARD STATION.
 OJ0009'
 OJ0009'TO REACH FROM THE INTERSECTION OF STATE ROUTE 25 AND GARFIELD STREET,
 OJ0009'GO EAST 0.8 MI (1.29 KM) ON GARFIELD STREET TO THE INTERSECTION OF
 OJ0009'OMAR STREET, THEN GO SOUTH 0.05 MI (0.08 KM) ON OMAR STREET TO THE
 OJ0009'COAST GUARD STATION BACK GATE ON THE LEFT AND PASS THROUGH THE GATE TO
 OJ0009'THE FORT GRATIOT LIGHTHOUSE.
 OJ0009'
 OJ0009'THE STATION IS SET IN THE TOP OF THE SOUTHERN END OF A U-SHAPED
 OJ0009'RETAINING WALL AROUND THE LIGHTHOUSE, 31.15 M (102.2 FT) SOUTHEAST OF
 OJ0009'THE NORTHEAST CORNER OF COAST GUARD BUILDING NUMBER 3, 3.07 M (10.1
 OJ0009'FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SMALL ENTRANCE
 OJ0009'HOUSE TO THE LIGHTHOUSE, 0.83 M (2.7 FT) EAST OF THE WEST END OF THE
 OJ0009'RETAINING WALL, AND 0.49 M (1.6 FT) ABOVE THE GROUND.  DISK STAMPING
 OJ0009'IS NO LONGER LEGIBLE.
 OJ0009
 OJ0009                          STATION RECOVERY (2005)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0009'ARROW ON DISK POINTS S50W.  THIS GRAVITY BASE STATION 'PORT HURON C',
 OJ0009'DOD 3255-1, IGB 15332 .
 OJ0009
 OJ0009                          STATION RECOVERY (2006)
 OJ0009
 OJ0009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0009'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.30 METERS (1.0
 OJ0009'FEET) NORTH OF A CARSONITE POST.
 OJ0009
 OJ0009                          STATION RECOVERY (2008)
 OJ0009
 OJ0009'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2008 (CWB)
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (2010)
 OJ0009
 OJ0009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 OJ0009'RECOVERED AS DESCRIBED.  DISK STAMPING IS NOT LEGIBLE.
 OJ0009
 OJ0009                          STATION RECOVERY (2015)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 OJ0009'RECOVERED AS DESCRIBED. DISK STAMPING IS NOT LEGIBLE.
 OJ0009
 OJ0009                          STATION RECOVERY (2022)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (2022)
 OJ0009
 OJ0009'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (2024)
 OJ0009
 OJ0009'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9604 ***********************************************************************
 DR9604  DESIGNATION -  903 4052 A
 DR9604  PID         -  DR9604
 DR9604  STATE/COUNTY-  MI/MACOMB
 DR9604  COUNTRY     -  US
 DR9604  USGS QUAD   -  GROSSE POINTE (2017)
 DR9604
 DR9604                         *CURRENT SURVEY CONTROL
 DR9604  ______________________________________________________________________
 DR9604* NAD 83(2011) POSITION- 42 28 26.56213(N) 082 52 58.15025(W)   ADJUSTED
 DR9604* NAD 83(2011) ELLIP HT-   142.606 (meters)        (12/02/25)   ADJUSTED
 DR9604* NAD 83(2011) EPOCH   -  2010.00
 DR9604* NAVD 88 ORTHO HEIGHT -   177.268 (meters)      581.59  (feet) ADJUSTED
 DR9604  ______________________________________________________________________
 DR9604  GEOID HEIGHT    -        -34.640 (meters)                     GEOID18
 DR9604  NAD 83(2011) X  -    583,776.163 (meters)                     COMP
 DR9604  NAD 83(2011) Y  - -4,675,404.470 (meters)                     COMP
 DR9604  NAD 83(2011) Z  -  4,284,684.904 (meters)                     COMP
 DR9604  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DR9604  DYNAMIC HEIGHT  -        177.217 (meters)      581.42  (feet) COMP
 DR9604  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 DR9604
 DR9604  VERT ORDER      -  FIRST     CLASS II
 DR9604
 DR9604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9604  Standards:
 DR9604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9604  -------------------------------------------------------------------
 DR9604  NETWORK    0.48   0.90           0.22   0.17   0.46     -0.01952483
 DR9604  -------------------------------------------------------------------
 DR9604  Click here for local accuracies and other accuracy information.
 DR9604
 DR9604.The horizontal coordinates were established by GPS observations
 DR9604.and adjusted by the National Geodetic Survey in December 2025.
 DR9604
 DR9604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9604.been affixed to the stable North American tectonic plate. See 
 DR9604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9604
 DR9604.The horizontal coordinates are valid at the epoch date displayed above
 DR9604.which is a decimal equivalence of Year/Month/Day.
 DR9604
 DR9604.The orthometric height was determined by differential leveling and
 DR9604.adjusted by the NATIONAL GEODETIC SURVEY
 DR9604.in December 2024.
 DR9604
 DR9604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9604.GEOID18 height accuracy estimate available here.
 DR9604
 DR9604.Click photographs - Photos may exist for this station.
 DR9604
 DR9604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9604
 DR9604.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9604
 DR9604.The ellipsoidal height was determined by GPS observations
 DR9604.and is referenced to NAD 83.
 DR9604
 DR9604.The dynamic height is computed by dividing the NAVD 88
 DR9604.geopotential number by the normal gravity value computed on the
 DR9604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9604.degrees latitude (g = 980.6199 gals.).
 DR9604
 DR9604.The modeled gravity was interpolated from observed gravity values.
 DR9604
 DR9604. The following values were computed from the NAD 83(2011) position.
 DR9604
 DR9604;                    North         East     Units Scale Factor Converg.
 DR9604;SPC MI S     -   109,269.691 4,122,006.643   MT  0.99993245   +1 00 35.3
 DR9604;SPC MI S     -   358,496.36 13,523,643.84   iFT  0.99993245   +1 00 35.3
 DR9604;UTM  17      - 4,704,128.577   345,229.532   MT  0.99989472   -1 16 17.9
 DR9604
 DR9604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9604!SPC MI S     -   0.99997764  x   0.99993245  =   0.99991009
 DR9604!UTM  17      -   0.99997764  x   0.99989472  =   0.99987236
 DR9604
 DR9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4522904128(NAD 83)
 DR9604
 DR9604                          SUPERSEDED SURVEY CONTROL
 DR9604
 DR9604.No superseded survey control is available for this station.
 DR9604
 DR9604_MARKER: F = FLANGE-ENCASED ROD
 DR9604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR9604_STAMPING: 4052 A 2020
 DR9604_MARK LOGO: NGS
 DR9604_PROJECTION: RECESSED 3 CENTIMETERS
 DR9604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9604+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 DR9604_ROD/PIPE-DEPTH: 10.6 meters
 DR9604_SLEEVE-DEPTH  : 1.2 meters
 DR9604
 DR9604  HISTORY     - Date     Condition        Report By
 DR9604  HISTORY     - 20200923 MONUMENTED       CO-OPS
 DR9604  HISTORY     - 20220822 GOOD             NGS
 DR9604  HISTORY     - 20230913 GOOD             CO-OPS
 DR9604
 DR9604                          STATION DESCRIPTION
 DR9604
 DR9604'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DR9604'RECOVERED AS DESCRIBED.
 DR9604'
 DR9604'THE STATION IS A STAINLESS STEEL ROD LOCATED 33.40 M (109.6 FT)
 DR9604'NORTHWEST FROM FIRE HYDRANT, 18.30 M (60.0 FT) SOUTHEAST FROM A LIGHT
 DR9604'POLE AMONG THE DRIVE WAY TO COAST GUARD BASED NUMBERED L65T5389 AND
 DR9604'11.12 M (36.5 FT) SOUTHWEST OF A CHAIN LINK FENCE THAT SEPARATES COAST
 DR9604'GUARD PROPERTY FROM PARK.  THE DATUM POINT IS THE TOP OF A STAINLESS
 DR9604'STEEL ROD DRIVEN 10.6 M (34.8 FT).
 DR9604
 DR9604                          STATION RECOVERY (2023)
 DR9604
 DR9604'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DR9604'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) EAST-NORTHEAST OF HIGHLAND
 DR9604'PARK, 8.5 MI (13.7 KM) SOUTH OF MOUNT CLEMENS AND 6.3 MI (10.1 KM)
 DR9604'NORTH-NORTHEAST OF GROSSE POINTE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9604'
 DR9604'TO REACH FROM THE INTERSECTION OF BLOSSOM HEATH AND JEFFERSON AVENUE,
 DR9604'PROCEED EAST ON BLOSSOM HEATH FOR APPROXIMATELY 0.25 MI (0.40 KM) TO
 DR9604'THE FIRST USCG GATE ON UNMARKED SERVICE DRIVE LEADING TO THE USCG
 DR9604'STATION, THEN CONTINUE TO PROCEED EAST ON SERVICE DRIVE FOR
 DR9604'APPROXIMATELY 0.1 MI (0.2 KM) AND THE DEEP ROD BENCH MARK IS
 DR9604'APPROXIMATELY 12 M (39.4 FT) SOUTH WEST OF ROAD IN A GRASSY AREA OF
 DR9604'BLOSSOM HEATH PARK.
 DR9604'
 DR9604'BENCH MARK IS A DEEP ROD LOCATED 33.4 M (109.6 FT) NORTHWEST (285
 DR9604'DEG)FROM FIRE HYDRANT, 18.3 M (60.0 FT) SOUTHEAST (150 DEG)FROM A
 DR9604'LIGHT POLE ALONG THE DRIVE WAY TO COAST GUARD BASED NUMBERED L65T5389
 DR9604'AND 11.12 M (36.5 FT) SOUTHWEST (211 DEG) OF A CHAIN LINK FENCE THAT
 DR9604'SEPARATES COAST GUARD PROPERTY FROM PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0899 ***********************************************************************
 NE0899  DESIGNATION -  903 4052 E
 NE0899  PID         -  NE0899
 NE0899  STATE/COUNTY-  MI/MACOMB
 NE0899  COUNTRY     -  US
 NE0899  USGS QUAD   -  GROSSE POINTE (2017)
 NE0899
 NE0899                         *CURRENT SURVEY CONTROL
 NE0899  ______________________________________________________________________
 NE0899* NAD 83(1986) POSITION- 42 28 23.     (N) 082 52 46.     (W)   SCALED
 NE0899* NAVD 88 ORTHO HEIGHT -   177.218 (meters)      581.42  (feet) ADJUSTED
 NE0899  ______________________________________________________________________
 NE0899  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 NE0899  DYNAMIC HEIGHT  -        177.168 (meters)      581.26  (feet) COMP
 NE0899  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 NE0899
 NE0899  VERT ORDER      -  FIRST     CLASS II
 NE0899
 NE0899.The horizontal coordinates were scaled from a map and have
 NE0899.an estimated accuracy of +/- 6 seconds.
 NE0899
 NE0899.The orthometric height was determined by differential leveling and
 NE0899.adjusted by the NATIONAL GEODETIC SURVEY
 NE0899.in June 1991.
 NE0899
 NE0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0899.GEOID18 height accuracy estimate available here.
 NE0899
 NE0899.Click photographs - Photos may exist for this station.
 NE0899
 NE0899.The dynamic height is computed by dividing the NAVD 88
 NE0899.geopotential number by the normal gravity value computed on the
 NE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0899.degrees latitude (g = 980.6199 gals.).
 NE0899
 NE0899.The modeled gravity was interpolated from observed gravity values.
 NE0899
 NE0899;                    North         East    Units  Estimated Accuracy
 NE0899;SPC MI S     -   109,170.    4,122,290.      MT  (+/- 180 meters Scaled)
 NE0899
 NE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH455040(NAD 83)
 NE0899
 NE0899                          SUPERSEDED SURVEY CONTROL
 NE0899
 NE0899  NGVD 29 (11/26/84)  177.361  (m)          581.89   (f) ADJUSTED    1 2
 NE0899
 NE0899.Superseded values are not recommended for survey control.
 NE0899
 NE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0899.See file dsdata.pdf to determine how the superseded data were derived.
 NE0899
 NE0899_MARKER: DD = SURVEY DISK
 NE0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0899_SP_SET: RETAINING WALL
 NE0899_STAMPING: 4052 E 1977
 NE0899_MARK LOGO: NOS
 NE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0899+STABILITY: SURFACE MOTION
 NE0899
 NE0899  HISTORY     - Date     Condition        Report By
 NE0899  HISTORY     - 1977     MONUMENTED       NOS
 NE0899  HISTORY     - 1980     GOOD             NGS
 NE0899  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NE0899  HISTORY     - 19990621 MARK NOT FOUND   USPSQD
 NE0899
 NE0899                          STATION DESCRIPTION
 NE0899
 NE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0899'IN ST CLAIR SHORES.
 NE0899'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, SET IN THE TOP
 NE0899'OF THE SECOND STEP OF A 3 STEP CONCRETE RETAINING WALL FOR THE
 NE0899'ENTRANCE STEPS TO THE CONCRETE PORCH OF THE COAST GUARD OFFICE
 NE0899'BUILDING, 24.9 METERS (81.8 FEET) WEST OF THE WEST EDGE OF THE
 NE0899'METAL BULKHEAD FOR THE LAKE, 5.0 METERS (16.4 FEET) SOUTHWEST
 NE0899'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE FLAGPOLE.
 NE0899'1.2 METERS (3.7 FEET) NORTH OF THE NORTHEAST CORNER OF THE
 NE0899'BUILDING.
 NE0899'THE MARK IS 0.3 M ABOVE GROUND.
 NE0899
 NE0899                          STATION RECOVERY (1997)
 NE0899
 NE0899'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0899'MARK NOT FOUND.
 NE0899
 NE0899                          STATION RECOVERY (1999)
 NE0899
 NE0899'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0165 ***********************************************************************
 NE0165  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0165  DESIGNATION -  903 4052 FOOD
 NE0165  PID         -  NE0165
 NE0165  STATE/COUNTY-  MI/MACOMB
 NE0165  COUNTRY     -  US
 NE0165  USGS QUAD   -  GROSSE POINTE (2017)
 NE0165
 NE0165                         *CURRENT SURVEY CONTROL
 NE0165  ______________________________________________________________________
 NE0165* NAD 83(1986) POSITION- 42 28 25.95   (N) 082 52 56.05   (W)   HD_HELD1
 NE0165* NAVD 88 ORTHO HEIGHT -   177.020 (meters)      580.77  (feet) ADJUSTED
 NE0165  ______________________________________________________________________
 NE0165  GEOID HEIGHT    -        -34.641 (meters)                     GEOID18
 NE0165  DYNAMIC HEIGHT  -        176.970 (meters)      580.61  (feet) COMP
 NE0165  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 NE0165
 NE0165  VERT ORDER      -  FIRST     CLASS 0
 NE0165
 NE0165.The horizontal coordinates were determined by differentially corrected
 NE0165.hand held GPS observations or other comparable positioning techniques
 NE0165.and have an estimated accuracy of +/- 3 meters.
 NE0165
 NE0165.The orthometric height was determined by differential leveling and
 NE0165.adjusted by the NATIONAL GEODETIC SURVEY
 NE0165.in June 1991.
 NE0165
 NE0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0165.GEOID18 height accuracy estimate available here.
 NE0165
 NE0165.This Water Level Mark is designated as VM 12968
 NE0165.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0165
 NE0165.Click photographs - Photos may exist for this station.
 NE0165
 NE0165.The dynamic height is computed by dividing the NAVD 88
 NE0165.geopotential number by the normal gravity value computed on the
 NE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0165.degrees latitude (g = 980.6199 gals.).
 NE0165
 NE0165.The modeled gravity was interpolated from observed gravity values.
 NE0165
 NE0165;                    North         East    Units  Estimated Accuracy
 NE0165;SPC MI S     -   109,251.7   4,122,054.9     MT  (+/- 3 meters HH1 GPS) 
 NE0165
 NE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4527704108(NAD 83)
 NE0165
 NE0165                          SUPERSEDED SURVEY CONTROL
 NE0165
 NE0165  NGVD 29 (11/26/84)  177.163  (m)          581.24   (f) ADJUSTED    1 0
 NE0165
 NE0165.Superseded values are not recommended for survey control.
 NE0165
 NE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0165.See file dsdata.pdf to determine how the superseded data were derived.
 NE0165
 NE0165_MARKER: P = PIPE CAP
 NE0165_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0165_STAMPING: FOOD
 NE0165_PROJECTION: RECESSED 3 CENTIMETERS
 NE0165_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0165+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 NE0165_ROD/PIPE-DEPTH: 28.9 meters
 NE0165_SLEEVE-DEPTH  : 0 meters
 NE0165
 NE0165  HISTORY     - Date     Condition        Report By
 NE0165  HISTORY     - 1970     MONUMENTED       USLS
 NE0165  HISTORY     - 1970     GOOD             USLS
 NE0165  HISTORY     - 1980     GOOD             NGS
 NE0165  HISTORY     - 19941103 GOOD             NOS
 NE0165  HISTORY     - 19951106 GOOD             NOS
 NE0165  HISTORY     - 19970311 GOOD             USPSQD
 NE0165  HISTORY     - 20021012 GOOD             USPSQD
 NE0165  HISTORY     - 20060615 GOOD             ADVGEO
 NE0165  HISTORY     - 20060815 GOOD             SPALD
 NE0165  HISTORY     - 20230913 GOOD             CO-OPS
 NE0165
 NE0165                          STATION DESCRIPTION
 NE0165
 NE0165'DESCRIBED BY US LAKE SURVEY 1970
 NE0165'AT ST CLAIR SHORES.
 NE0165'FOOD IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, NEAR U.S. COAST
 NE0165'GUARD STATION, IN CITY OF ST. CLAIR SHORES PARK, 117.0 FEET
 NE0165'SOUTHWEST OF UTILITY POLE NO. T-5391 ON NORTH SIDE OF ROAD
 NE0165'LEADING TO STATION, 74.3 FEET SOUTHEAST OF A FIRE HYDRANT, 36.1
 NE0165'FEET SOUTHEAST OF EAST END OF A 4-FOOT HIGH WIRE MESH FENCE,
 NE0165'16.7 FEET SOUTHEAST OF 4-INCH DIAMETER STEEL POST SUPPORTING
 NE0165'NORTHEAST CORNER OF CONCESSION BUILDING ROOF, 16.4 FEET EAST
 NE0165'OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF BUILDING,
 NE0165'6.0 FEET EAST OF EAST EDGE OF CONCRETE WALK AROUND BUILDING,
 NE0165'1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0165'TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 NE0165'GALVANIZED STEEL PIPE, 95 FEET LONG.  THE PIPE IS ENCASED IN
 NE0165'A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A
 NE0165'6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE
 NE0165'GROUND SURFACE.  NOTE-- PREV. DESIG. BM FOOD 1970.
 NE0165
 NE0165                          STATION RECOVERY (1980)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0165'IN SAINT CLAIR SHORES, AT THE SAINT CLAIR RECREATION CENTER BATH
 NE0165'HOUSE BUILDING, 0.25 KILOMETER (0.15 MILE) WEST OF THE COAST GUARD
 NE0165'STATION, SET IN THE LAWN ON THE EAST SIDE OF THE BUILDING AND IN
 NE0165'LINE WITH THE NORTH FACE, 22.6 METERS (74.3 FEET) SOUTHEAST OF A
 NE0165'FIRE HYDRANT, 5.1 METERS (16.5 FEET) SOUTHEAST OF A 4-INCH METAL
 NE0165'POST SUPPORTING THE NORTHEAST CORNER OFROOF, 5.0 METERS (16.4 FEET)
 NE0165'EAST OF THE NORTHEAST CORNER OF THE BUILDING, 1.8 METERS (6.0 FEET)
 NE0165'EAST OF THE EAST EDGE OF THE SIDEWALK, NOTE, THIS MARK IS A 3/8
 NE0165'INCH STAINLESS STEEL PLUG ON TOP OF A GALVANIZED PIPE ENCASED IN A
 NE0165'1-INCH STEEL PIPE WHICH IN ENCASED BY A 6-INCH CONCRETE PIPE
 NE0165'1 FOOT BELOW THE GROUND.
 NE0165'THE MARK IS 0.3 M BELOW GROUND.
 NE0165
 NE0165                          STATION RECOVERY (1994)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0165'FOOD IS AT ST.  CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE SAINT
 NE0165'CLAIR RECREATION CENTER BATH HOUSE BUILDING, 0.25 KILOMETER (0.15 MI)
 NE0165'WEST OF THE COAST GUARD STATION, SET IN THE LAWN ON THE EAST SIDE OF
 NE0165'THE BUILDING AND IN LINE WITH THE NORTH FACE, 22.6 METERS (74.1 FT)
 NE0165'SOUTHEAST OF A FIRE HYDRANT, 15.3 METERS (50.2 FT) NORTHEAST OF THE
 NE0165'SOUTHEAST CORNER OF RECREATION BUILDING, 5.1 METERS (16.7 FT) SOUTH OF
 NE0165'A 4-INCH METAL POST SUPPORTING THE NORTHEAST CORNER OF ROOF, 5.0
 NE0165'METERS (16.4 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING, 1.9
 NE0165'METERS (6.2 FT) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.46 METER
 NE0165'(1.51 FT) BELOW GROUND SURFACE.  NOTE, THIS MARK IS A STAINLESS STEEL
 NE0165'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE ENCASED IN A
 NE0165'1-INCH DIAMETER STEEL PIPE WHICH IN ENCASED BY A 6-INCH CONCRETE PIPE
 NE0165'WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0165
 NE0165                          STATION RECOVERY (1995)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0165'RECOVERED AS DESCRIBED.
 NE0165
 NE0165                          STATION RECOVERY (1997)
 NE0165
 NE0165'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2002)
 NE0165
 NE0165'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2006)
 NE0165
 NE0165'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2006)
 NE0165
 NE0165'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2023)
 NE0165
 NE0165'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 NE0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0167 ***********************************************************************
 NE0167  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0167  DESIGNATION -  903 4052 TOWER
 NE0167  PID         -  NE0167
 NE0167  STATE/COUNTY-  MI/MACOMB
 NE0167  COUNTRY     -  US
 NE0167  USGS QUAD   -  GROSSE POINTE (2017)
 NE0167
 NE0167                         *CURRENT SURVEY CONTROL
 NE0167  ______________________________________________________________________
 NE0167* NAD 83(1986) POSITION- 42 28 22.34   (N) 082 52 45.97   (W)   HD_HELD1
 NE0167* NAVD 88 ORTHO HEIGHT -   177.113 (meters)      581.08  (feet) ADJUSTED
 NE0167  ______________________________________________________________________
 NE0167  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 NE0167  DYNAMIC HEIGHT  -        177.062 (meters)      580.91  (feet) COMP
 NE0167  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 NE0167
 NE0167  VERT ORDER      -  FIRST     CLASS II
 NE0167
 NE0167.The horizontal coordinates were determined by differentially corrected
 NE0167.hand held GPS observations or other comparable positioning techniques
 NE0167.and have an estimated accuracy of +/- 3 meters.
 NE0167
 NE0167.The orthometric height was determined by differential leveling and
 NE0167.adjusted by the NATIONAL GEODETIC SURVEY
 NE0167.in December 2024.
 NE0167
 NE0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0167.GEOID18 height accuracy estimate available here.
 NE0167
 NE0167.This Water Level Mark is designated as VM 12970
 NE0167.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0167
 NE0167.Click photographs - Photos may exist for this station.
 NE0167
 NE0167.The dynamic height is computed by dividing the NAVD 88
 NE0167.geopotential number by the normal gravity value computed on the
 NE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0167.degrees latitude (g = 980.6199 gals.).
 NE0167
 NE0167.The modeled gravity was interpolated from observed gravity values.
 NE0167
 NE0167;                    North         East    Units  Estimated Accuracy
 NE0167;SPC MI S     -   109,144.3   4,122,287.1     MT  (+/- 3 meters HH1 GPS) 
 NE0167
 NE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4550403992(NAD 83)
 NE0167
 NE0167                          SUPERSEDED SURVEY CONTROL
 NE0167
 NE0167  NAVD 88 (02/05/97)  177.117  (m)          581.09   (f) SUPERSEDED  1 0
 NE0167  NAVD 88 (06/15/91)  177.123  (m)          581.11   (f) SUPERSEDED  1 0
 NE0167  NGVD 29 (11/26/84)  177.266  (m)          581.58   (f) ADJUSTED    1 0
 NE0167
 NE0167.Superseded values are not recommended for survey control.
 NE0167
 NE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0167.See file dsdata.pdf to determine how the superseded data were derived.
 NE0167
 NE0167_MARKER: X = CHISELED CROSS
 NE0167_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0167+WITH SETTING: PAVEMENT
 NE0167_SP_SET: TOWER LEG FOOTING
 NE0167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0167+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 NE0167
 NE0167  HISTORY     - Date     Condition        Report By
 NE0167  HISTORY     - 1968     MONUMENTED       USLS
 NE0167  HISTORY     - 1970     GOOD             USLS
 NE0167  HISTORY     - 1980     GOOD             NGS
 NE0167  HISTORY     - 19941103 GOOD             NOS
 NE0167  HISTORY     - 19951106 GOOD             NOS
 NE0167  HISTORY     - 20010331 GOOD             NGS
 NE0167  HISTORY     - 20021012 GOOD             USPSQD
 NE0167  HISTORY     - 20060523 GOOD             SPALD
 NE0167  HISTORY     - 20060615 GOOD             ADVGEO
 NE0167  HISTORY     - 20230913 GOOD             CO-OPS
 NE0167
 NE0167                          STATION DESCRIPTION
 NE0167
 NE0167'DESCRIBED BY US LAKE SURVEY 1970
 NE0167'AT ST CLAIR SHORES.
 NE0167'TOWER IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE U.S.
 NE0167'COAST GUARD STATION, 20.3 FEET NORTHWEST OF SOUTHWEST CORNER
 NE0167'OF GARAGE, 14.9 FEET SOUTHWEST OF NORTHWEST CORNER OF GARAGE,
 NE0167'ON WEST LEG OF AN 18-INCH DIAMETER ANTENNA FOOT, 1/4 FOOT ABOVE
 NE0167'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NE0167'DIAMETER BOLT SET INTO THE CONCRETE FOOTING AND MARKED BY A
 NE0167'CHISELED CROSS ON THE TOP.  NOTE-- PREV. DESIG. BM TOWER 1968.
 NE0167
 NE0167                          STATION RECOVERY (1980)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0167'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, THIS MARK IS THE
 NE0167'TOP OF AN 5/8-INCH DIAMETER BOLT MARKED WITH AN X SET INTO THE
 NE0167'CONCRETE FOOTING BOLTING DOWN THE WEST LEG OF THE RADIO ANTENNA
 NE0167'OF THE COAST GUARD STATION. 6.18 METERS (20.3 FEET) NORTHWEST
 NE0167'OF THE SOUTHWEST CORNER OF THE GARAGE BUILDING, 0.6 METER (2.0
 NE0167'FEET) EAST OF THE WOODEN FENCE AROUND THE ANTENNA.
 NE0167'THE MARK IS 0.1 M BELOW GROUND.
 NE0167
 NE0167                          STATION RECOVERY (1994)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0167'TOWER IS AT ST.  CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE COAST
 NE0167'GUARD STATION, THIS MARK IS THE TOP OF AN 5/8-INCH DIAMETER BOLT
 NE0167'MARKED WITH AN X SET INTO THE 18-INCH DIAMETER CONCRETE FOOTING
 NE0167'BOLTING DOWN THE WEST LEG OF THE RADIO ANTENNA OF THE COAST GUARD
 NE0167'STATION, 15.9 METERS (52.2 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 NE0167'THE GARAGE, 10.5 METERS (34.4 FT) WEST OF THE SOUTHWEST CORNER OF THE
 NE0167'GARAGE, 7.8 METERS (25.6 FT) SOUTHEAST OF THE NORTHWEST FACE OF THE
 NE0167'BULKHEAD, 0.39 METER (1.28 FT) ABOVE THE GROUND.
 NE0167
 NE0167                          STATION RECOVERY (1995)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0167'RECOVERED AS DESCRIBED.
 NE0167
 NE0167                          STATION RECOVERY (2001)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0167'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0167
 NE0167                          STATION RECOVERY (2002)
 NE0167
 NE0167'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0167'RECOVERED IN GOOD CONDITION.
 NE0167
 NE0167                          STATION RECOVERY (2006)
 NE0167
 NE0167'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0167'RECOVERED IN GOOD CONDITION.
 NE0167
 NE0167                          STATION RECOVERY (2006)
 NE0167
 NE0167'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0167'RECOVERED IN GOOD CONDITION.
 NE0167
 NE0167                          STATION RECOVERY (2023)
 NE0167
 NE0167'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 NE0167'THE US COAST GUARD STATION ADDRESS IS 24802 JEFFERSON AVENUE ST CLAIR
 NE0167'SHORES, MI 48080.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0168 ***********************************************************************
 NE0168  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0168  DESIGNATION -  903 4052 USCG
 NE0168  PID         -  NE0168
 NE0168  STATE/COUNTY-  MI/MACOMB
 NE0168  COUNTRY     -  US
 NE0168  USGS QUAD   -  GROSSE POINTE (2017)
 NE0168
 NE0168                         *CURRENT SURVEY CONTROL
 NE0168  ______________________________________________________________________
 NE0168* NAD 83(1986) POSITION- 42 28 24.13   (N) 082 52 45.27   (W)   HD_HELD1
 NE0168* NAVD 88 ORTHO HEIGHT -   176.708 (meters)      579.75  (feet) ADJUSTED
 NE0168  ______________________________________________________________________
 NE0168  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 NE0168  DYNAMIC HEIGHT  -        176.658 (meters)      579.59  (feet) COMP
 NE0168  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 NE0168
 NE0168  VERT ORDER      -  FIRST     CLASS 0
 NE0168
 NE0168.The horizontal coordinates were determined by differentially corrected
 NE0168.hand held GPS observations or other comparable positioning techniques
 NE0168.and have an estimated accuracy of +/- 3 meters.
 NE0168
 NE0168.The orthometric height was determined by differential leveling and
 NE0168.adjusted by the NATIONAL GEODETIC SURVEY
 NE0168.in June 1991.
 NE0168
 NE0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0168.GEOID18 height accuracy estimate available here.
 NE0168
 NE0168.This Water Level Mark is designated as VM 12969
 NE0168.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0168
 NE0168.Click photographs - Photos may exist for this station.
 NE0168
 NE0168.The dynamic height is computed by dividing the NAVD 88
 NE0168.geopotential number by the normal gravity value computed on the
 NE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0168.degrees latitude (g = 980.6199 gals.).
 NE0168
 NE0168.The modeled gravity was interpolated from observed gravity values.
 NE0168
 NE0168;                    North         East    Units  Estimated Accuracy
 NE0168;SPC MI S     -   109,199.9   4,122,302.1     MT  (+/- 3 meters HH1 GPS) 
 NE0168
 NE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4552104047(NAD 83)
 NE0168
 NE0168                          SUPERSEDED SURVEY CONTROL
 NE0168
 NE0168  NGVD 29 (11/26/84)  176.851  (m)          580.22   (f) ADJUSTED    1 0
 NE0168
 NE0168.Superseded values are not recommended for survey control.
 NE0168
 NE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0168.See file dsdata.pdf to determine how the superseded data were derived.
 NE0168
 NE0168_MARKER: DD = SURVEY DISK
 NE0168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0168_SP_SET: GAUGE HOUSE FOUNDATION
 NE0168_STAMPING: USCG USLS
 NE0168_MARK LOGO: USACE
 NE0168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0168+STABILITY: SURFACE MOTION
 NE0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0168+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 NE0168
 NE0168  HISTORY     - Date     Condition        Report By
 NE0168  HISTORY     - 1968     MONUMENTED       USLS
 NE0168  HISTORY     - 1970     GOOD             USLS
 NE0168  HISTORY     - 1980     GOOD             NGS
 NE0168  HISTORY     - 19941103 GOOD             NOS
 NE0168  HISTORY     - 19951106 GOOD             NOS
 NE0168  HISTORY     - 20010331 GOOD             NGS
 NE0168  HISTORY     - 20021012 GOOD             USPSQD
 NE0168  HISTORY     - 20060615 GOOD             ADVGEO
 NE0168  HISTORY     - 20060815 GOOD             SPALD
 NE0168  HISTORY     - 20230913 GOOD             CO-OPS
 NE0168
 NE0168                          STATION DESCRIPTION
 NE0168
 NE0168'DESCRIBED BY US LAKE SURVEY 1970
 NE0168'AT ST CLAIR SHORES.
 NE0168'USCG IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, ON EAST SIDE
 NE0168'OF JEFFERSON AVENUE, AT U.S. COAST GUARD, NEAR SOUTHWEST CORNER
 NE0168'OF CONCRETE FOUNDATION OF U.S. LAKE SURVEY GAGE HOUSE, 1/2-FOOT
 NE0168'ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 NE0168'CENTER OF BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 NE0168'NOTE-- PREV. DESIG BM USCG 1968.
 NE0168
 NE0168                          STATION RECOVERY (1980)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0168'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, SET AT THE
 NE0168'SOUTHWEST CORNER OF THE U. S. LAKE SURVEY GAGE HOUSE IN ITS CONCRETE
 NE0168'FOUNDATION, THE GAGE HOUSE IS AN 8 FOOT HIGH 8 FOOT BY 8 FOOT BRICK
 NE0168'BUILDING AND IS ON THE NORTH SIDE OF THE CHAIN LINK GATE FOR THE
 NE0168'COAST GUARD STATION. 3.96 METERS (13.0 FEET) NORTHEAST OF THE NORTH
 NE0168'ENTRANCE GATE POST FOR THE COST GUARD STATION, 0.3 METER (1 FOOT)
 NE0168'NORTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 NE0168'GAGE HOUSE, 0.12 METER (0.3 FOOT) WEST OF THE SOUTHWEST CORNER
 NE0168'OF THE GAGE HOUSE.
 NE0168'THE MARK IS 0.18 M ABOVE GROUND.
 NE0168
 NE0168                          STATION RECOVERY (1994)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0168'IN ST.  CLAIR SHORES, MICHIGAN, ON EAST SIDE OF JEFFERSON AVENUE, AT
 NE0168'THE COAST GUARD STATION,  AT THE SOUTHWEST CORNER CORNER OF THE
 NE0168'NATIONAL OCEAN SERVICE GAUGE HOUSE IN THE CONCRETE FOUNDATION, THE
 NE0168'GAGE HOUSE IS AN 8-FOOT HIGH 8-FOOT BY 8-FOOT BRICK BUILDING AND IS ON
 NE0168'THE NORTH SIDE OF THE CHAIN LINK GATE FOR THE COAST GUARD STATION.
 NE0168'16.5 METERS (54.1 FT) EAST OF THE NORTH ENTRANCE GATE POST FOR THE
 NE0168'COAST GUARD STATION, 0.3 METER (1.0 FT) NORTH OF THE SOUTHWEST CORNER
 NE0168'OF THE CONCRETE FOUNDATION OF THE GAGE HOUSE, 0.12 METER (0.39 FT)
 NE0168'WEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE.
 NE0168
 NE0168                          STATION RECOVERY (1995)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0168'RECOVERED AS DESCRIBED.
 NE0168
 NE0168                          STATION RECOVERY (2001)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0168
 NE0168                          STATION RECOVERY (2002)
 NE0168
 NE0168'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0168'RECOVERED IN GOOD CONDITION.
 NE0168
 NE0168                          STATION RECOVERY (2006)
 NE0168
 NE0168'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0168'RECOVERED IN GOOD CONDITION.
 NE0168
 NE0168                          STATION RECOVERY (2006)
 NE0168
 NE0168'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0168'RECOVERED IN GOOD CONDITION.
 NE0168
 NE0168                          STATION RECOVERY (2023)
 NE0168
 NE0168'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 NE0168'THE US COAST GUARD STATION ADDRESS IS 24802 JEFFERSON AVENUE ST CLAIR
 NE0168'SHORES, MI 48080.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3978 ***********************************************************************
 DS3978  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3978  DESIGNATION -  903 4055 D
 DS3978  PID         -  DS3978
 DS3978  STATE/COUNTY-  MI/MACOMB
 DS3978  COUNTRY     -  US
 DS3978  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 DS3978
 DS3978                         *CURRENT SURVEY CONTROL
 DS3978  ______________________________________________________________________
 DS3978* NAD 83(2011) POSITION- 42 35 32.71198(N) 082 46 30.58924(W)   ADJUSTED
 DS3978* NAD 83(2011) ELLIP HT-   141.481 (meters)        (12/02/25)   ADJUSTED
 DS3978* NAD 83(2011) EPOCH   -  2010.00
 DS3978* NAVD 88 ORTHO HEIGHT -   176.31  (meters)      578.4   (feet) GPS OBS
 DS3978  ______________________________________________________________________
 DS3978  GEOID HEIGHT    -        -34.818 (meters)                     GEOID18
 DS3978  NAD 83(2011) X  -    591,441.895 (meters)                     COMP
 DS3978  NAD 83(2011) Y  - -4,665,479.583 (meters)                     COMP
 DS3978  NAD 83(2011) Z  -  4,294,374.049 (meters)                     COMP
 DS3978  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DS3978
 DS3978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3978  Standards:
 DS3978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3978  -------------------------------------------------------------------
 DS3978  NETWORK    0.44   0.80           0.20   0.15   0.41     -0.01396187
 DS3978  -------------------------------------------------------------------
 DS3978  Click here for local accuracies and other accuracy information.
 DS3978
 DS3978.The horizontal coordinates were established by GPS observations
 DS3978.and adjusted by the National Geodetic Survey in December 2025.
 DS3978
 DS3978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3978.been affixed to the stable North American tectonic plate. See 
 DS3978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3978
 DS3978.The horizontal coordinates are valid at the epoch date displayed above
 DS3978.which is a decimal equivalence of Year/Month/Day.
 DS3978
 DS3978.The orthometric height was determined by GPS observations and a
 DS3978.high-resolution geoid model using precise GPS observation and
 DS3978.processing techniques.
 DS3978
 DS3978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3978.GEOID18 height accuracy estimate available here.
 DS3978
 DS3978.Click photographs - Photos may exist for this station.
 DS3978
 DS3978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3978
 DS3978.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3978
 DS3978.The ellipsoidal height was determined by GPS observations
 DS3978.and is referenced to NAD 83.
 DS3978
 DS3978. The following values were computed from the NAD 83(2011) position.
 DS3978
 DS3978;                    North         East     Units Scale Factor Converg.
 DS3978;SPC MI S     -   122,577.554 4,130,608.898   MT  0.99991985   +1 04 59.0
 DS3978;SPC MI S     -   402,157.33 13,551,866.46   iFT  0.99991985   +1 04 59.0
 DS3978;UTM  17      - 4,717,082.568   354,354.661   MT  0.99986099   -1 12 05.8
 DS3978
 DS3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3978!SPC MI S     -   0.99997781  x   0.99991985  =   0.99989766
 DS3978!UTM  17      -   0.99997781  x   0.99986099  =   0.99983880
 DS3978
 DS3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5435417082(NAD 83)
 DS3978
 DS3978                          SUPERSEDED SURVEY CONTROL
 DS3978
 DS3978.No superseded survey control is available for this station.
 DS3978
 DS3978_MARKER: F = FLANGE-ENCASED ROD
 DS3978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS3978_STAMPING: 903 4055 D 2018
 DS3978_MARK LOGO: NGS
 DS3978_PROJECTION: RECESSED 8 CENTIMETERS
 DS3978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3978+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DS3978_ROD/PIPE-DEPTH: 23 meters
 DS3978
 DS3978  HISTORY     - Date     Condition        Report By
 DS3978  HISTORY     - 2018     MONUMENTED       NGS
 DS3978  HISTORY     - 20220825 GOOD             NGS
 DS3978
 DS3978                          STATION DESCRIPTION
 DS3978
 DS3978'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3978'LOCATED IN MACOMB COUNTY, MI.
 DS3978'
 DS3978'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) WEST OF ALGONAC, 9.6 MI
 DS3978'(15.4 KM) SOUTH OF NEW HAVEN, 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DS3978'WALDENBURG, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF NEW BALTIMORE AND 5.3
 DS3978'MI (8.5 KM) EAST OF MOUNT CLEMENS.
 DS3978'
 DS3978'THE PRIMARY BENCH MARK IS A ROD SET 145.39 M (477.0 FT) WEST-SOUTHWEST
 DS3978'OF THE SOUTHWEST CORNER OF THE MACOMB COUNTY SHERIFF MARINE DIVISION
 DS3978'BUILDING, 56.69 M (186.0 FT) SOUTH-SOUTHWEST OF THE BRICK BATHROOM
 DS3978'BUILDING IN THE CENTER OF THE PARK, 24.08 M (79.0 FT) EAST-SOUTHEAST
 DS3978'OF A LIGHT POLE AND 0.10 M (0.3 FT) NORTH OF A 3-INCH (8 CM) PVC
 DS3978'WITNESS POST.  THE DATUM POINT IS SET 5 CM (2 INCHES) BELOW THE
 DS3978'GROUND, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 23.0 M (75.5 FT)
 DS3978'TO REFUSAL AND ENCASED IN A 5-INCH (13 CM) NOS LOGO CAP, WITH CONCRETE
 DS3978'KICK BLOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3975 ***********************************************************************
 DS3975  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3975  DESIGNATION -  903 4057 G
 DS3975  PID         -  DS3975
 DS3975  STATE/COUNTY-  MI/MACOMB
 DS3975  COUNTRY     -  US
 DS3975  USGS QUAD   -  NEW BALTIMORE (2017)
 DS3975
 DS3975                         *CURRENT SURVEY CONTROL
 DS3975  ______________________________________________________________________
 DS3975* NAD 83(2011) POSITION- 42 40 39.67981(N) 082 44 01.64893(W)   ADJUSTED
 DS3975* NAD 83(2011) ELLIP HT-   141.576 (meters)        (12/02/25)   ADJUSTED
 DS3975* NAD 83(2011) EPOCH   -  2010.00
 DS3975* NAVD 88 ORTHO HEIGHT -   176.51  (meters)      579.1   (feet) GPS OBS
 DS3975  ______________________________________________________________________
 DS3975  GEOID HEIGHT    -        -34.922 (meters)                     GEOID18
 DS3975  NAD 83(2011) X  -    593,999.136 (meters)                     COMP
 DS3975  NAD 83(2011) Y  - -4,658,687.018 (meters)                     COMP
 DS3975  NAD 83(2011) Z  -  4,301,342.760 (meters)                     COMP
 DS3975  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DS3975
 DS3975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3975  Standards:
 DS3975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3975  -------------------------------------------------------------------
 DS3975  NETWORK    0.45   0.82           0.21   0.15   0.42     -0.00332989
 DS3975  -------------------------------------------------------------------
 DS3975  Click here for local accuracies and other accuracy information.
 DS3975
 DS3975.The horizontal coordinates were established by GPS observations
 DS3975.and adjusted by the National Geodetic Survey in December 2025.
 DS3975
 DS3975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3975.been affixed to the stable North American tectonic plate. See 
 DS3975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3975
 DS3975.The horizontal coordinates are valid at the epoch date displayed above
 DS3975.which is a decimal equivalence of Year/Month/Day.
 DS3975
 DS3975.The orthometric height was determined by GPS observations and a
 DS3975.high-resolution geoid model using precise GPS observation and
 DS3975.processing techniques.
 DS3975
 DS3975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3975.GEOID18 height accuracy estimate available here.
 DS3975
 DS3975.Click photographs - Photos may exist for this station.
 DS3975
 DS3975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3975
 DS3975.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3975
 DS3975.The ellipsoidal height was determined by GPS observations
 DS3975.and is referenced to NAD 83.
 DS3975
 DS3975. The following values were computed from the NAD 83(2011) position.
 DS3975
 DS3975;                    North         East     Units Scale Factor Converg.
 DS3975;SPC MI S     -   132,112.140 4,133,820.073   MT  0.99991339   +1 06 40.4
 DS3975;SPC MI S     -   433,438.78 13,562,401.81   iFT  0.99991339   +1 06 40.4
 DS3975;UTM  17      - 4,726,480.917   357,943.321   MT  0.99984828   -1 10 31.8
 DS3975
 DS3975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3975!SPC MI S     -   0.99997780  x   0.99991339  =   0.99989119
 DS3975!UTM  17      -   0.99997780  x   0.99984828  =   0.99982608
 DS3975
 DS3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5794326480(NAD 83)
 DS3975
 DS3975                          SUPERSEDED SURVEY CONTROL
 DS3975
 DS3975.No superseded survey control is available for this station.
 DS3975
 DS3975_MARKER: DJ = TIDAL STATION DISK
 DS3975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3975_SP_SET: SET IN A CONCRETE HEADWALL
 DS3975_STAMPING: 4057 G 2018
 DS3975_MARK LOGO: NOS
 DS3975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3975+STABILITY: SURFACE MOTION
 DS3975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3975+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DS3975
 DS3975  HISTORY     - Date     Condition        Report By
 DS3975  HISTORY     - 2018     MONUMENTED       NOS
 DS3975  HISTORY     - 20220825 GOOD             NGS
 DS3975
 DS3975                          STATION DESCRIPTION
 DS3975
 DS3975'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3975'LOCATED IN MACAMB COUNTY, MI.
 DS3975'
 DS3975'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHWEST OF ADAIR,
 DS3975'9.2 MI (14.8 KM) NORTHEAST OF MOUNT CLEMENS, 9.1 MI (14.6 KM) SOUTH OF
 DS3975'RICHMOND, 5.0 MI (8.0 KM) SOUTHEAST OF NEW HAVEN AND IN THE TOWN OF
 DS3975'NEW BALTIMORE, MI.
 DS3975'
 DS3975'TO REACH FROM THE MAIN ENTRANCE TO WALTER AND AMP; MARY BURKE PARK,
 DS3975'PROCEED SOUTHEAST THROUGH THE PARK FOR 0.13 KM (0.08 MI) TO THE
 DS3975'CONCRETE WALKWAY ALONG THE WATERFRONT, THE BENCH MARK IS A DISK SET
 DS3975'FLUSH IN THE CONCRETE DOCK, 79.56 M (261.0 FT) SOUTHEAST OF THE
 DS3975'SOUTHEAST FACE OF A BRICK BUILDING IN THE CENTER OF THE PARK, 76.81 M
 DS3975'(252.0 FT) SOUTHWEST OF THE FLAGPOLE IN THE PARK, 5.94 M (19.5 FT)
 DS3975'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE DOCK AND 0.20 M (0.7
 DS3975'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE DOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0513 ***********************************************************************
 NE0513  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0513  DESIGNATION -  904 4020 ADAMS
 NE0513  PID         -  NE0513
 NE0513  STATE/COUNTY-  MI/WAYNE
 NE0513  COUNTRY     -  US
 NE0513  USGS QUAD   -  ROCKWOOD (2017)
 NE0513
 NE0513                         *CURRENT SURVEY CONTROL
 NE0513  ______________________________________________________________________
 NE0513* NAD 83(1986) POSITION- 42 05 27.0    (N) 083 11 13.9    (W)   HD_HELD2
 NE0513* NAVD 88 ORTHO HEIGHT -   175.919 (meters)      577.16  (feet) ADJUSTED
 NE0513  ______________________________________________________________________
 NE0513  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 NE0513  DYNAMIC HEIGHT  -        175.861 (meters)      576.97  (feet) COMP
 NE0513  MODELED GRAVITY -    980,285.2   (mgal)                       NAVD 88
 NE0513
 NE0513  VERT ORDER      -  FIRST     CLASS I
 NE0513
 NE0513.The horizontal coordinates were established by autonomous hand held GPS
 NE0513.observations and have an estimated accuracy of +/- 10 meters.
 NE0513
 NE0513.The orthometric height was determined by differential leveling and
 NE0513.adjusted by the NATIONAL GEODETIC SURVEY
 NE0513.in June 1991.
 NE0513
 NE0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0513.GEOID18 height accuracy estimate available here.
 NE0513
 NE0513.This Water Level Mark is designated as VM 12936
 NE0513.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0513
 NE0513.Click photographs - Photos may exist for this station.
 NE0513
 NE0513.The dynamic height is computed by dividing the NAVD 88
 NE0513.geopotential number by the normal gravity value computed on the
 NE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0513.degrees latitude (g = 980.6199 gals.).
 NE0513
 NE0513.The modeled gravity was interpolated from observed gravity values.
 NE0513
 NE0513;                    North         East    Units  Estimated Accuracy
 NE0513;SPC MI S     -    66,313.    4,097,578.      MT  (+/- 10 meters HH2 GPS)
 NE0513
 NE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1911562176(NAD 83)
 NE0513
 NE0513                          SUPERSEDED SURVEY CONTROL
 NE0513
 NE0513  NGVD 29 (11/26/84)  176.090  (m)          577.72   (f) ADJUSTED    1 1
 NE0513
 NE0513.Superseded values are not recommended for survey control.
 NE0513
 NE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0513.See file dsdata.pdf to determine how the superseded data were derived.
 NE0513
 NE0513_MARKER: Z = SEE DESCRIPTION
 NE0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0513_MARK LOGO: NONE
 NE0513_PROJECTION: RECESSED 30 CENTIMETERS
 NE0513_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0513_ROD/PIPE-DEPTH: 2.44 meters
 NE0513
 NE0513  HISTORY     - Date     Condition        Report By
 NE0513  HISTORY     - 1968     MONUMENTED       USLS
 NE0513  HISTORY     - 1968     GOOD             CGS
 NE0513  HISTORY     - 1980     GOOD             NGS
 NE0513  HISTORY     - 19941114 GOOD             NOS
 NE0513  HISTORY     - 19951109 GOOD             NOS
 NE0513
 NE0513                          STATION DESCRIPTION
 NE0513
 NE0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0513'AT GIBRALTAR.
 NE0513'AT GIBRALTAR, 51 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 NE0513'OF ADAMS DRIVE AND GRANDVIEW STREET, 40 FEET EAST OF THE CENTER
 NE0513'LINE OF ADAMS DRIVE, 31 1/2 FEET SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 9.9 FEET NORTHEAST OF THE NORTHEAST CORNER
 NE0513'OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 12 1/2 FEET WEST OF A 24-INCH MAPLE TREE, 4 1/2 FEET NORTH
 NE0513'OF AN EAST-WEST FENCE LINE, 4.5 FEET NORTH OF A METAL WITNESS
 NE0513'POST, A STEEL PLUG ON TOP OF A GALVANIZED STEEL PIPE 1 FOOT
 NE0513'UNDERGROUND PROTECTED BY A 6 INCH TILE WITH A CONCRETE COVER
 NE0513'WHICH IS 6 INCHES UNDERGROUND.
 NE0513
 NE0513                          STATION RECOVERY (1980)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0513'RECOVERED IN GOOD CONDITION.
 NE0513
 NE0513                          STATION RECOVERY (1994)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0513'BM ADAMS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, 15.5 METERS (50.9
 NE0513'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ADAMS DRIVE AND
 NE0513'GRANDVIEW STREET, 12.2 METERS (40.0 FT) EAST OF THE CENTER LINE OF
 NE0513'ADAMS DRIVE, 9.6 METERS (31.5 FT) SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST
 NE0513'CORNER OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 3.8 METERS (12.5 FT) WEST OF A 24-INCH MAPLE TREE, 1.4 METERS
 NE0513'(4.6 FT) NORTH OF AN EAST-WEST FENCE LINE, A STAINLESS STEEL PLUG ON
 NE0513'TOP OF A 3/8 INCH GALVANIZED STEEL PIPE 2.44 METERS (8.01 FT) LONG,
 NE0513'0.3 METERS (1.0 FT) UNDERGROUND PROTECTED BY A 6 INCH CONCRETE PIPE
 NE0513'WITH A ALUMINUM ACCESS COVER WHICH IS FLUSH WITH THE GROUND.
 NE0513
 NE0513                          STATION RECOVERY (1995)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0513'BM ADAMS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, 15.5 METERS (50.9
 NE0513'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ADAMS DRIVE AND
 NE0513'GRANDVIEW STREET, 12.2 METERS (40.0 FT) EAST OF THE CENTER LINE OF
 NE0513'ADAMS DRIVE, 9.6 METERS (31.5 FT) SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST
 NE0513'CORNER OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 3.8 METERS (12.5 FT) WEST OF A 24-INCH MAPLE TREE, 1.4 METERS
 NE0513'(4.6 FT) NORTH OF AN EAST-WEST FENCE LINE, A STAINLESS STEEL PLUG ON
 NE0513'TOP OF A 3/8 INCH GALVANIZED STEEL PIPE 2.44 METERS (8.01 FT) LONG,
 NE0513'0.3 METERS (1.0 FT) UNDERGROUND PROTECTED BY A 6 INCH CONCRETE PIPE
 NE0513'WITH A ALUMINUM ACCESS COVER WHICH IS FLUSH WITH THE GROUND.  WITH
 NE0513'NOAA WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0509 ***********************************************************************
 NE0509  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0509  DESIGNATION -  904 4020 D 54
 NE0509  PID         -  NE0509
 NE0509  STATE/COUNTY-  MI/WAYNE
 NE0509  COUNTRY     -  US
 NE0509  USGS QUAD   -  ROCKWOOD (2017)
 NE0509
 NE0509                         *CURRENT SURVEY CONTROL
 NE0509  ______________________________________________________________________
 NE0509* NAD 83(1986) POSITION- 42 05 26.9    (N) 083 11 17.1    (W)   HD_HELD2
 NE0509* NAVD 88 ORTHO HEIGHT -   177.900 (meters)      583.66  (feet) ADJUSTED
 NE0509  ______________________________________________________________________
 NE0509  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 NE0509  DYNAMIC HEIGHT  -        177.841 (meters)      583.47  (feet) COMP
 NE0509  MODELED GRAVITY -    980,285.3   (mgal)                       NAVD 88
 NE0509
 NE0509  VERT ORDER      -  FIRST     CLASS I
 NE0509
 NE0509.The horizontal coordinates were established by autonomous hand held GPS
 NE0509.observations and have an estimated accuracy of +/- 10 meters.
 NE0509
 NE0509.The orthometric height was determined by differential leveling and
 NE0509.adjusted by the NATIONAL GEODETIC SURVEY
 NE0509.in June 1991.
 NE0509
 NE0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0509.GEOID18 height accuracy estimate available here.
 NE0509
 NE0509.This Water Level Mark is designated as VM 12937
 NE0509.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0509
 NE0509.Click photographs - Photos may exist for this station.
 NE0509
 NE0509.The dynamic height is computed by dividing the NAVD 88
 NE0509.geopotential number by the normal gravity value computed on the
 NE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0509.degrees latitude (g = 980.6199 gals.).
 NE0509
 NE0509.The modeled gravity was interpolated from observed gravity values.
 NE0509
 NE0509;                    North         East    Units  Estimated Accuracy
 NE0509;SPC MI S     -    66,309.    4,097,505.      MT  (+/- 10 meters HH2 GPS)
 NE0509
 NE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1904162175(NAD 83)
 NE0509
 NE0509                          SUPERSEDED SURVEY CONTROL
 NE0509
 NE0509  NGVD 29 (11/26/84)  178.071  (m)          584.22   (f) ADJUSTED    1 1
 NE0509
 NE0509.Superseded values are not recommended for survey control.
 NE0509
 NE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0509.See file dsdata.pdf to determine how the superseded data were derived.
 NE0509
 NE0509_MARKER: DD = SURVEY DISK
 NE0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0509_SP_SET: WATER TABLE
 NE0509_STAMPING: D 54 1932 MCK
 NE0509_MARK LOGO: USLS
 NE0509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0509
 NE0509  HISTORY     - Date     Condition        Report By
 NE0509  HISTORY     - 1932     MONUMENTED       USLS
 NE0509  HISTORY     - 1968     GOOD             CGS
 NE0509  HISTORY     - 1980     GOOD             NGS
 NE0509  HISTORY     - 19941114 GOOD             NOS
 NE0509  HISTORY     - 19951109 GOOD             NOS
 NE0509
 NE0509                          STATION DESCRIPTION
 NE0509
 NE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0509'AT GIBRALTAR.
 NE0509'AT GIBRALTAR, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 NE0509'MUNRO AVENUE AND GRANDVIEW STREET, SET VERTICALLY IN THE SOUTH
 NE0509'FACE OF THE CONCRETE WATER TABLE OF A ONE STORY BRICK HOME,
 NE0509'3.7 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 3.5
 NE0509'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 6 FEET ABOVE THE
 NE0509'LEVEL OF THE STREET.
 NE0509
 NE0509                          STATION RECOVERY (1980)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0509'RECOVERED IN GOOD CONDITION.
 NE0509
 NE0509                          STATION RECOVERY (1994)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0509'BM D 54 IS AT GIBRALTAR,WAYNE COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0509'CORNER OF THE INTERSECTION OF MUNRO AVENUE AND GRANDVIEW STREET, SET
 NE0509'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE WATER TABLE OF A TWO
 NE0509'STORY GRAY BRICK HOME AT 29885 MUNRO AVENUE, 23.3 METERS (76.4 FT)
 NE0509'EAST-NORTHEAST OF FIRE HYDRANT AT THE CORNER OF GRANDVIEW AND MUNR0,
 NE0509'15.5 METERS (50.9 FT) NORTH OF THE CENTERLINE OF GRANDVIEW STREET, 1.1
 NE0509'METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE HOME, 1.0 METER
 NE0509'(3.3 FT) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.8 METERS (5.9 FT)
 NE0509'ABOVE THE LEVEL OF THE STREET.
 NE0509
 NE0509                          STATION RECOVERY (1995)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0509'BM D 54 IS AT GIBRALTAR,WAYNE COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0509'CORNER OF THE INTERSECTION OF MUNRO AVENUE AND GRANDVIEW STREET, SET
 NE0509'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE WATER TABLE OF A TWO
 NE0509'STORY GRAY BRICK HOME AT 29885 MUNRO AVENUE, 23.3 METERS (76.4 FT)
 NE0509'EAST-NORTHEAST OF FIRE HYDRANT AT THE CORNER OF GRANDVIEW AND MUNR0,
 NE0509'15.5 METERS (50.9 FT) NORTH OF THE CENTERLINE OF GRANDVIEW STREET, 1.1
 NE0509'METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE HOME, 1.0 METER
 NE0509'(3.3 FT) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.8 METERS (5.9 FT)
 NE0509'ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0512 ***********************************************************************
 NE0512  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0512  DESIGNATION -  904 4020 PBM 1875 USLS
 NE0512  PID         -  NE0512
 NE0512  STATE/COUNTY-  MI/WAYNE
 NE0512  COUNTRY     -  US
 NE0512  USGS QUAD   -  ROCKWOOD (2017)
 NE0512
 NE0512                         *CURRENT SURVEY CONTROL
 NE0512  ______________________________________________________________________
 NE0512* NAD 83(1986) POSITION- 42 05 25.     (N) 083 11 11.     (W)   SCALED
 NE0512* NAVD 88 ORTHO HEIGHT -   178.807 (meters)      586.64  (feet) ADJUSTED
 NE0512  ______________________________________________________________________
 NE0512  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 NE0512  DYNAMIC HEIGHT  -        178.747 (meters)      586.44  (feet) COMP
 NE0512  MODELED GRAVITY -    980,285.2   (mgal)                       NAVD 88
 NE0512
 NE0512  VERT ORDER      -  FIRST     CLASS I
 NE0512
 NE0512.The horizontal coordinates were scaled from a map and have
 NE0512.an estimated accuracy of +/- 6 seconds.
 NE0512
 NE0512.The orthometric height was determined by differential leveling and
 NE0512.adjusted by the NATIONAL GEODETIC SURVEY
 NE0512.in June 1991.
 NE0512
 NE0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0512.GEOID18 height accuracy estimate available here.
 NE0512
 NE0512.This Water Level Mark is designated as VM 12940
 NE0512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0512
 NE0512.Click photographs - Photos may exist for this station.
 NE0512
 NE0512.The dynamic height is computed by dividing the NAVD 88
 NE0512.geopotential number by the normal gravity value computed on the
 NE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0512.degrees latitude (g = 980.6199 gals.).
 NE0512
 NE0512.The modeled gravity was interpolated from observed gravity values.
 NE0512
 NE0512;                    North         East    Units  Estimated Accuracy
 NE0512;SPC MI S     -    66,250.    4,097,650.      MT  (+/- 180 meters Scaled)
 NE0512
 NE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG191621(NAD 83)
 NE0512
 NE0512                          SUPERSEDED SURVEY CONTROL
 NE0512
 NE0512  NGVD 29 (11/26/84)  178.977  (m)          587.19   (f) ADJUSTED    1 1
 NE0512
 NE0512.Superseded values are not recommended for survey control.
 NE0512
 NE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0512.See file dsdata.pdf to determine how the superseded data were derived.
 NE0512
 NE0512_MARKER: B = BOLT
 NE0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0512_SP_SET: WATER TOWER
 NE0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0512
 NE0512  HISTORY     - Date     Condition        Report By
 NE0512  HISTORY     - 1875     MONUMENTED       USLS
 NE0512  HISTORY     - 1968     GOOD             CGS
 NE0512  HISTORY     - 1980     GOOD             NGS
 NE0512
 NE0512                          STATION DESCRIPTION
 NE0512
 NE0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0512'AT GIBRALTAR.
 NE0512'AT GIBRALTAR, ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION
 NE0512'OF ADAMS DRIVE AND GRANDVIEW STREET, A SMALL HOLE IN THE END
 NE0512'OF A 1/4 INCH COPPER BOLT SET VERTICALLY IN THE EAST FACE OF
 NE0512'THE STONE PORTION AT THE NORTHEAST CORNER OF AN OLD WATER TOWER
 NE0512'BUILDING LOCATED AT THE NORTHEAST CORNER OF A HOUSE AT 29939
 NE0512'ADAMS DRIVE, 0.6 FOOT SOUTH OF THE NORTHEAST CORNER OF THE TOWER,
 NE0512'4.4 FEET ABOVE THE LEVEL OF THE GROUND AND 10 FEET ABOVE THE
 NE0512'LEVEL OF THE DRIVE.
 NE0512
 NE0512                          STATION RECOVERY (1980)
 NE0512
 NE0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0514 ***********************************************************************
 NE0514  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0514  DESIGNATION -  904 4020 REYNOLDS
 NE0514  PID         -  NE0514
 NE0514  STATE/COUNTY-  MI/WAYNE
 NE0514  COUNTRY     -  US
 NE0514  USGS QUAD   -  ROCKWOOD (2017)
 NE0514
 NE0514                         *CURRENT SURVEY CONTROL
 NE0514  ______________________________________________________________________
 NE0514* NAD 83(1986) POSITION- 42 05 22.9    (N) 083 11 12.3    (W)   HD_HELD2
 NE0514* NAVD 88 ORTHO HEIGHT -   176.246 (meters)      578.23  (feet) ADJUSTED
 NE0514  ______________________________________________________________________
 NE0514  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 NE0514  DYNAMIC HEIGHT  -        176.187 (meters)      578.04  (feet) COMP
 NE0514  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 NE0514
 NE0514  VERT ORDER      -  FIRST     CLASS I
 NE0514
 NE0514.The horizontal coordinates were established by autonomous hand held GPS
 NE0514.observations and have an estimated accuracy of +/- 10 meters.
 NE0514
 NE0514.The orthometric height was determined by differential leveling and
 NE0514.adjusted by the NATIONAL GEODETIC SURVEY
 NE0514.in June 1991.
 NE0514
 NE0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0514.GEOID18 height accuracy estimate available here.
 NE0514
 NE0514.This Water Level Mark is designated as VM 12938
 NE0514.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0514
 NE0514.Click photographs - Photos may exist for this station.
 NE0514
 NE0514.The dynamic height is computed by dividing the NAVD 88
 NE0514.geopotential number by the normal gravity value computed on the
 NE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0514.degrees latitude (g = 980.6199 gals.).
 NE0514
 NE0514.The modeled gravity was interpolated from observed gravity values.
 NE0514
 NE0514;                    North         East    Units  Estimated Accuracy
 NE0514;SPC MI S     -    66,187.    4,097,617.      MT  (+/- 10 meters HH2 GPS)
 NE0514
 NE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1914862048(NAD 83)
 NE0514
 NE0514                          SUPERSEDED SURVEY CONTROL
 NE0514
 NE0514  NGVD 29 (11/26/84)  176.417  (m)          578.79   (f) ADJUSTED    1 1
 NE0514
 NE0514.Superseded values are not recommended for survey control.
 NE0514
 NE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0514.See file dsdata.pdf to determine how the superseded data were derived.
 NE0514
 NE0514_MARKER: I = METAL ROD
 NE0514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0514+WITH SETTING: INFORMATION.
 NE0514_MARK LOGO: NONE
 NE0514_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0514
 NE0514  HISTORY     - Date     Condition        Report By
 NE0514  HISTORY     - 1943     MONUMENTED       USLS
 NE0514  HISTORY     - 1968     GOOD             CGS
 NE0514  HISTORY     - 1980     GOOD             NGS
 NE0514  HISTORY     - 19941114 GOOD             NOS
 NE0514  HISTORY     - 19951109 GOOD             NOS
 NE0514
 NE0514                          STATION DESCRIPTION
 NE0514
 NE0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0514'AT GIBRALTAR.
 NE0514'AT GIBRALTAR, ABOUT 0.1 MILE SOUTH ALONG ADAMS DRIVE FROM THE
 NE0514'INTERSECTION OF GRANDVIEW STREET, IN THE SOUTHWEST CORNER OF
 NE0514'THE YARD FOR A RESIDENCE AT 30025 ADAMS DRIVE, 34 FEET EAST
 NE0514'OF THE CENTER LINE OF ADAMS DRIVE, 16 1/2 FEET SOUTH OF THE
 NE0514'CENTER LINE OF DRIVEWAY LEADING EAST TO RESIDENCE, 3.6 FEET
 NE0514'EAST OF THE NORTH-SOUTH FENCE LINE, 1.3 FEET NORTH OF AN
 NE0514'EAST-WEST FENCE LINE, 3 FEET ABOVE THE LEVEL OF THE DRIVE AND
 NE0514'IS A 1 1/8 INCH SQUARE ROD DRIVEN TO A DEPTH OF 10 FEET AND
 NE0514'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 NE0514
 NE0514                          STATION RECOVERY (1980)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0514'RECOVERED IN GOOD CONDITION.
 NE0514
 NE0514                          STATION RECOVERY (1994)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0514'IN GIBRALTAR,  A 1 1/4 INCH SQUARE ROD DRIVEN 3.0 METERS (9.8 FT) AND
 NE0514'PROJECTING .05 METER (0.16 FT) ABOVE THE LEVEL OF THE GROUND, 0.2 KM
 NE0514'(0.10 MI) SOUTH ALONG ADAMS DRIVE FROM THE INTERSECTION OF GRANDVIEW
 NE0514'STREET, IN THE SOUTHWEST CORNER OF THE YARD FOR A RESIDENCE AT 30025
 NE0514'ADAMS DRIVE, 10.4 METERS (34.1 FT) EAST OF THE CENTER LINE OF ADAMS
 NE0514'DRIVE, 5.0 METERS (16.4 FT) SOUTH OF THE CENTER LINE OF DRIVEWAY
 NE0514'LEADING EAST TO RESIDENCE, 1.1 METERS (3.6 FT) EAST OF THE NORTH-SOUTH
 NE0514'FENCE LINE, 0.4 METERS (1.3 FT) NORTH OF AN EAST-WEST FENCE LINE, 0.9
 NE0514'METERS (3.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 NE0514
 NE0514                          STATION RECOVERY (1995)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0514'BM REYNOLDS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, ABOUT 0.2 KM
 NE0514'(0.10 MI) SOUTH ALONG ADAMS DRIVE FROM THE INTERSECTION OF GRANDVIEW
 NE0514'STREET, IN THE SOUTHWEST CORNER OF THE YARD FOR A RESIDENCE AT 30025
 NE0514'ADAMS DRIVE, 10.4 METERS (34.1 FT) EAST OF THE CENTER LINE OF ADAMS
 NE0514'DRIVE, 5.0 METERS (16.4 FT) SOUTH OF THE CENTER LINE OF DRIVEWAY
 NE0514'LEADING EAST TO RESIDENCE, 1.1 METERS (3.6 FT) EAST OF THE NORTH-SOUTH
 NE0514'FENCE LINE, 0.4 METERS (1.3 FT) NORTH OF AN EAST-WEST FENCE LINE, 0.9
 NE0514'METERS (3.0 FT) ABOVE THE LEVEL OF THE DRIVE.  BEING A 1 1/4 INCH
 NE0514'SQUARE ROD DRIVEN TO A DEPTH OF 3.0 METERS (9.8 FT) AND PROJECTING .05
 NE0514'METER (0.16 FT) ABOVE THE LEVEL OF THE GROUND.  WITH NEARBY NOAA
 NE0514'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0579 ***********************************************************************
 NE0579  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0579  DESIGNATION -  904 4030 BANK
 NE0579  PID         -  NE0579
 NE0579  STATE/COUNTY-  MI/WAYNE
 NE0579  COUNTRY     -  US
 NE0579  USGS QUAD   -  WYANDOTTE (2017)
 NE0579
 NE0579                         *CURRENT SURVEY CONTROL
 NE0579  ______________________________________________________________________
 NE0579* NAD 83(1986) POSITION- 42 12 10.59   (N) 083 08 55.42   (W)   HD_HELD1
 NE0579* NAVD 88 ORTHO HEIGHT -   178.935 (meters)      587.06  (feet) ADJUSTED
 NE0579  ______________________________________________________________________
 NE0579  GEOID HEIGHT    -        -34.686 (meters)                     GEOID18
 NE0579  DYNAMIC HEIGHT  -        178.879 (meters)      586.87  (feet) COMP
 NE0579  MODELED GRAVITY -    980,303.8   (mgal)                       NAVD 88
 NE0579
 NE0579  VERT ORDER      -  FIRST     CLASS 0
 NE0579
 NE0579.The horizontal coordinates were determined by differentially corrected
 NE0579.hand held GPS observations or other comparable positioning techniques
 NE0579.and have an estimated accuracy of +/- 3 meters.
 NE0579
 NE0579.The orthometric height was determined by differential leveling and
 NE0579.adjusted by the NATIONAL GEODETIC SURVEY
 NE0579.in June 1991.
 NE0579
 NE0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0579.GEOID18 height accuracy estimate available here.
 NE0579
 NE0579.This Water Level Mark is designated as VM 12944
 NE0579.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0579
 NE0579.Click photographs - Photos may exist for this station.
 NE0579
 NE0579.The dynamic height is computed by dividing the NAVD 88
 NE0579.geopotential number by the normal gravity value computed on the
 NE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0579.degrees latitude (g = 980.6199 gals.).
 NE0579
 NE0579.The modeled gravity was interpolated from observed gravity values.
 NE0579
 NE0579;                    North         East    Units  Estimated Accuracy
 NE0579;SPC MI S     -    78,809.3   4,100,580.1     MT  (+/- 3 meters HH1 GPS) 
 NE0579
 NE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2260974544(NAD 83)
 NE0579
 NE0579                          SUPERSEDED SURVEY CONTROL
 NE0579
 NE0579  NGVD 29 (11/26/84)  179.113  (m)          587.64   (f) ADJUSTED    1 0
 NE0579
 NE0579.Superseded values are not recommended for survey control.
 NE0579
 NE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0579.See file dsdata.pdf to determine how the superseded data were derived.
 NE0579
 NE0579_MARKER: DD = SURVEY DISK
 NE0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0579_SP_SET: BUILDING
 NE0579_STAMPING: BANK CBF 1963
 NE0579_MARK LOGO: USACE
 NE0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0579+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 NE0579
 NE0579  HISTORY     - Date     Condition        Report By
 NE0579  HISTORY     - 1963     MONUMENTED       USLS
 NE0579  HISTORY     - 1970     GOOD             USLS
 NE0579  HISTORY     - 1980     GOOD             NGS
 NE0579  HISTORY     - 1983     GOOD             USPSQD
 NE0579  HISTORY     - 19921128 GOOD             LOCENG
 NE0579  HISTORY     - 19941110 GOOD             NOS
 NE0579  HISTORY     - 19951110 GOOD             NOS
 NE0579  HISTORY     - 19990624 GOOD             USPSQD
 NE0579  HISTORY     - 20050326 GOOD             GEOCAC
 NE0579  HISTORY     - 20150926 GOOD             USPSQD
 NE0579  HISTORY     - 20171020 GOOD             NOS
 NE0579  HISTORY     - 20231020 GOOD             CO-OPS
 NE0579
 NE0579                          STATION DESCRIPTION
 NE0579
 NE0579'DESCRIBED BY US LAKE SURVEY 1970
 NE0579'AT WYANDOTTE.
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET,
 NE0579'ON THE EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING,
 NE0579'MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF WINDOWS, 9.1
 NE0579'FEET FROM THE NORTHEAST CORNER OF THE BUILDING, 3.7 FEET
 NE0579'ABOVE THE ALLEY PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON
 NE0579'BRONZE DISC SET INTO THE BRICK WALL.  NOTE-- PREV. DESIG. BM
 NE0579'BANK 1963.
 NE0579
 NE0579                          STATION RECOVERY (1980)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0579'IN WYANDOTTE, SET VERTICALLY IN THE EAST FACE OF THE WYANDOTTE
 NE0579'SAVING BANK BUILDING AT THE CORNER OF BIDDLE AVENUE AND ELM STREET
 NE0579'AT THE BACK OF THE BUILDING, 2.7 METERS (9.1 FEET) SOUTH OF THE
 NE0579'NORTHEAST CORNER OF THE BUILDING, 1.5 METERS (5.0 FEET) WEST OF
 NE0579'THE CENTER OF THE ALLEY.
 NE0579'THE MARK IS 1 M ABOVE ALLEY.
 NE0579
 NE0579                          STATION RECOVERY (1983)
 NE0579
 NE0579'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0579'BUILDING IS NOW ONLY A BRANCH OFFICE OF WAYNDOTTE SAVING BANK AND IS
 NE0579'ALSO OFFICE OF WYANDOTTE MUNICIPAL SERVICES.
 NE0579
 NE0579                          STATION RECOVERY (1992)
 NE0579
 NE0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (1994)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET, ON THE
 NE0579'EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING (3005 BIDDLE, IN
 NE0579'BACK OF BUILDING) , MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF
 NE0579'WINDOWS, 11.7 METERS (38.4 FT) NORTH OF A POWER POLE WITH LIGHT NO.
 NE0579'SW-S-5-45 2.8 METERS (9.2 FT) SOUTH OF THE NORTHEAST CORNER OF
 NE0579'BUILDING, 1.12 METERS (3.67 FT) ABOVE THE ALLEY PAVEMENT, BEING
 NE0579'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET VERTICALLY INTO THE BRICK
 NE0579'WALL.
 NE0579
 NE0579                          STATION RECOVERY (1995)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET, ON THE
 NE0579'EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING (3005 BIDDLE, IN
 NE0579'BACK OF BUILDING) , MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF
 NE0579'WINDOWS, 11.7 METERS (38.4 FT) NORTH OF A POWER POLE WITH LIGHT NO.
 NE0579'SW-S-5-45 2.8 METERS (9.2 FT) SOUTH OF THE NORTHEAST CORNER OF
 NE0579'BUILDING, 1.12 METERS (3.67 FT) ABOVE THE ALLEY PAVEMENT, BEING
 NE0579'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET VERTICALLY INTO THE BRICK
 NE0579'WALL.
 NE0579
 NE0579                          STATION RECOVERY (1999)
 NE0579
 NE0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (2005)
 NE0579
 NE0579'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (2015)
 NE0579
 NE0579'RECOVERY NOTE BY US POWER SQUADRON 2015 (MLG)
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (2017)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 NE0579'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHWEST OF
 NE0579'DETROIT, 8.4 MI (13.5 KM) SOUTH OF DEARBORN AND 0.8 MI (1.3 KM) SOUTH
 NE0579'OF WYANDOTTE.
 NE0579'
 NE0579'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE,
 NE0579'PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.7 MI (1.1 KM) TO
 NE0579'THE INTERSECTION WITH ELM ST, THEN PROCEED NORTH ON ELM ST FOR
 NE0579'APPROXIMATELY 0.1 MI (0.2 KM) TO BENCH MARK ON SOUTH SIDE OF ELM ST,
 NE0579'ON THE EASTERLY FACE OF THE WYANDOTTE MUNICIPAL CENTER, FORMERLY KNOWN
 NE0579'AS THE WYANDOTTE SAVINGS BANK, (3005 BIDDLE AVENUE, IN BACK OF
 NE0579'BUILDING.  WITH UNMARKED ALLEYWAY), MIDWAY BETWEEN THE SILLS OF THE
 NE0579'NORTHERLY PAIR OF WINDOWS.
 NE0579
 NE0579                          STATION RECOVERY (2023)
 NE0579
 NE0579'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0577 ***********************************************************************
 NE0577  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0577  DESIGNATION -  904 4030 CHIEF
 NE0577  PID         -  NE0577
 NE0577  STATE/COUNTY-  MI/WAYNE
 NE0577  COUNTRY     -  US
 NE0577  USGS QUAD   -  WYANDOTTE (2017)
 NE0577
 NE0577                         *CURRENT SURVEY CONTROL
 NE0577  ______________________________________________________________________
 NE0577* NAD 83(1986) POSITION- 42 12 08.59   (N) 083 08 51.67   (W)   HD_HELD1
 NE0577* NAVD 88 ORTHO HEIGHT -   176.174 (meters)      578.00  (feet) ADJUSTED
 NE0577  ______________________________________________________________________
 NE0577  GEOID HEIGHT    -        -34.688 (meters)                     GEOID18
 NE0577  DYNAMIC HEIGHT  -        176.119 (meters)      577.82  (feet) COMP
 NE0577  MODELED GRAVITY -    980,303.8   (mgal)                       NAVD 88
 NE0577
 NE0577  VERT ORDER      -  FIRST     CLASS 0
 NE0577
 NE0577.The horizontal coordinates were determined by differentially corrected
 NE0577.hand held GPS observations or other comparable positioning techniques
 NE0577.and have an estimated accuracy of +/- 3 meters.
 NE0577
 NE0577.The orthometric height was determined by differential leveling and
 NE0577.adjusted by the NATIONAL GEODETIC SURVEY
 NE0577.in June 1991.
 NE0577
 NE0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0577.GEOID18 height accuracy estimate available here.
 NE0577
 NE0577.This Water Level Mark is designated as VM 12943
 NE0577.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0577
 NE0577.Click photographs - Photos may exist for this station.
 NE0577
 NE0577.The dynamic height is computed by dividing the NAVD 88
 NE0577.geopotential number by the normal gravity value computed on the
 NE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0577.degrees latitude (g = 980.6199 gals.).
 NE0577
 NE0577.The modeled gravity was interpolated from observed gravity values.
 NE0577
 NE0577;                    North         East    Units  Estimated Accuracy
 NE0577;SPC MI S     -    78,748.9   4,100,667.0     MT  (+/- 3 meters HH1 GPS) 
 NE0577
 NE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2269474480(NAD 83)
 NE0577
 NE0577                          SUPERSEDED SURVEY CONTROL
 NE0577
 NE0577  NGVD 29 (11/26/84)  176.352  (m)          578.58   (f) ADJUSTED    1 0
 NE0577
 NE0577.Superseded values are not recommended for survey control.
 NE0577
 NE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0577.See file dsdata.pdf to determine how the superseded data were derived.
 NE0577
 NE0577_MARKER: DD = SURVEY DISK
 NE0577_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0577+WITH SETTING: PAVEMENT
 NE0577_SP_SET: GAUGE HOUSE FOUNDATION
 NE0577_STAMPING: CHIEF
 NE0577_MARK LOGO: USACE
 NE0577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0577+STABILITY: SURFACE MOTION
 NE0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0577+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 NE0577
 NE0577  HISTORY     - Date     Condition        Report By
 NE0577  HISTORY     - 1962     MONUMENTED       USLS
 NE0577  HISTORY     - 1970     GOOD             USLS
 NE0577  HISTORY     - 1980     GOOD             NGS
 NE0577  HISTORY     - 19941110 GOOD             NOS
 NE0577  HISTORY     - 19951110 GOOD             NOS
 NE0577  HISTORY     - 19990624 GOOD             USPSQD
 NE0577  HISTORY     - 20171020 GOOD             NOS
 NE0577  HISTORY     - 20231020 GOOD             CO-OPS
 NE0577
 NE0577                          STATION DESCRIPTION
 NE0577
 NE0577'DESCRIBED BY US LAKE SURVEY 1970
 NE0577'AT WYANDOTTE.
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 210 FEET
 NE0577'SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND
 NE0577'ELM STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, ABOUT
 NE0577'25 FEET WEST OF THE DETROIT RIVER, NEAR SOUTHWEST CORNER OF
 NE0577'CONCRETE FOUNDATION OF LAKE SURVEY GAGE HOUSE, BEING HIGHEST
 NE0577'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0577'NOTE-- PREV. DESIG. BM CHIEF 1962.
 NE0577
 NE0577                          STATION RECOVERY (1980)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0577'IN WYANDOTTE, 64 METERS (210 FEET) SOUTHEAST OF THE INTERSECTION
 NE0577'OF VAN ALSTYNE BOULEVARD AND ELM STREET ON PROPERTY OWNED BY
 NE0577'PAUL MOEHRING AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (25 FEET)
 NE0577'WEST OF THE DETROIT RIVER, AND 0.2 METER (0.8 FOOT) WEST OF THE
 NE0577'SOUTHWEST CORNER OF THE LAKE SURVEY WATER GAGE BUILDING OF GAGE
 NE0577'STATION 904-4030
 NE0577
 NE0577                          STATION RECOVERY (1994)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 64 METERS (210.0
 NE0577'FT) SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND ELM
 NE0577'STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (24.9
 NE0577'FT) WEST OF WEST EDGE OF THE DETROIT RIVER, 0.2 METER (0.7 FT) NORTH
 NE0577'NORTHWEST OF THE SOUTHWEST CORNER OF GAGE HOUSE, NEAR THE SOUTHWEST
 NE0577'CORNER OF THE CONCRETE FOUNDATION OF THE NOS WATER LEVEL GAUGING
 NE0577'STATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0577'INTO THE CONCRETE.
 NE0577
 NE0577                          STATION RECOVERY (1995)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 64 METERS (210.0
 NE0577'FT) SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND ELM
 NE0577'STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (24.9
 NE0577'FT) WEST OF WEST EDGE OF THE DETROIT RIVER, 0.2 METER (0.7 FT) NORTH
 NE0577'NORTHWEST OF THE SOUTHWEST CORNER OF GAGE HOUSE, NEAR THE SOUTHWEST
 NE0577'CORNER OF THE CONCRETE FOUNDATION OF THE NOS WATER LEVEL GAUGING
 NE0577'STATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0577'INTO THE CONCRETE.
 NE0577
 NE0577                          STATION RECOVERY (1999)
 NE0577
 NE0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0577'RECOVERED IN GOOD CONDITION.
 NE0577
 NE0577                          STATION RECOVERY (2017)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 NE0577'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHWEST OF
 NE0577'DETROIT, 8.4 MI (13.5 KM) SOUTH OF DEARBORN AND 0.8 MI (1.3 KM) SOUTH
 NE0577'OF WYANDOTTE.
 NE0577'
 NE0577'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE,
 NE0577'PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.8 MI (1.3 KM) TO
 NE0577'THE INTERSECTION WITH MAPLE ST, THEN PROCEED EAST ON MAPLE ST FOR
 NE0577'APPROXIMATELY 0.1 MI (0.2 KM) TO THE INTERSECTION WITH VAN ALSTYNE
 NE0577'BOULEVARD, THEN PROCEED NORTH ON VAN ALSTYNE BOULEVARD FOR
 NE0577'APPROXIMATELY 0.1 MI (0.2 KM) TO THE RESIDENCE AT 3025 VAN ALSTYNE
 NE0577'BOULEVARD, ON EAST SIDE OF THE BOULEVARD, IN THE REAR OF THE PROPERTY,
 NE0577'THEN ABOUT 64 M (210.0 FT) SOUTHEAST OF THE INTERSECTION OF VAN
 NE0577'ALSTYNE BOULEVARD AND ELM STREET.
 NE0577
 NE0577                          STATION RECOVERY (2023)
 NE0577
 NE0577'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0577'CANNOT READ STAMPING.  TEXT IS COVERED BY BRICK VENEER THAT WAS ADDED
 NE0577'TO BUILDING.  HIGH POINT OF BENCH MARK IS STILL ACCESSIBLE FOR
 NE0577'LEVELING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0580 ***********************************************************************
 NE0580  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0580  DESIGNATION -  904 4030 D 44
 NE0580  PID         -  NE0580
 NE0580  STATE/COUNTY-  MI/WAYNE
 NE0580  COUNTRY     -  US
 NE0580  USGS QUAD   -  WYANDOTTE (2017)
 NE0580
 NE0580                         *CURRENT SURVEY CONTROL
 NE0580  ______________________________________________________________________
 NE0580* NAD 83(1986) POSITION- 42 12 14.6    (N) 083 08 55.4    (W)   HD_HELD2
 NE0580* NAVD 88 ORTHO HEIGHT -   179.044 (meters)      587.41  (feet) ADJUSTED
 NE0580  ______________________________________________________________________
 NE0580  GEOID HEIGHT    -        -34.684 (meters)                     GEOID18
 NE0580  DYNAMIC HEIGHT  -        178.988 (meters)      587.23  (feet) COMP
 NE0580  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 NE0580
 NE0580  VERT ORDER      -  FIRST     CLASS II
 NE0580
 NE0580.The horizontal coordinates were established by autonomous hand held GPS
 NE0580.observations and have an estimated accuracy of +/- 10 meters.
 NE0580
 NE0580.The orthometric height was determined by differential leveling and
 NE0580.adjusted by the NATIONAL GEODETIC SURVEY
 NE0580.in June 1991.
 NE0580
 NE0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0580.GEOID18 height accuracy estimate available here.
 NE0580
 NE0580.This Water Level Mark is designated as VM 12945
 NE0580.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0580
 NE0580.Click photographs - Photos may exist for this station.
 NE0580
 NE0580.The dynamic height is computed by dividing the NAVD 88
 NE0580.geopotential number by the normal gravity value computed on the
 NE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0580.degrees latitude (g = 980.6199 gals.).
 NE0580
 NE0580.The modeled gravity was interpolated from observed gravity values.
 NE0580
 NE0580;                    North         East    Units  Estimated Accuracy
 NE0580;SPC MI S     -    78,933.    4,100,579.      MT  (+/- 10 meters HH2 GPS)
 NE0580
 NE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2261374667(NAD 83)
 NE0580
 NE0580                          SUPERSEDED SURVEY CONTROL
 NE0580
 NE0580  NGVD 29 (11/26/84)  179.222  (m)          588.00   (f) ADJUSTED    1 2
 NE0580
 NE0580.Superseded values are not recommended for survey control.
 NE0580
 NE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0580.See file dsdata.pdf to determine how the superseded data were derived.
 NE0580
 NE0580_MARKER: DD = SURVEY DISK
 NE0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0580_SP_SET: BUILDING
 NE0580_STAMPING: D 44 1930 MCK
 NE0580_MARK LOGO: USLS
 NE0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0580+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 NE0580
 NE0580  HISTORY     - Date     Condition        Report By
 NE0580  HISTORY     - 1930     MONUMENTED       USLS
 NE0580  HISTORY     - 1954     GOOD             CGS
 NE0580  HISTORY     - 1980     GOOD             NGS
 NE0580  HISTORY     - 19941110 GOOD             NOS
 NE0580  HISTORY     - 19951110 GOOD             NOS
 NE0580  HISTORY     - 19990624 GOOD             USPSQD
 NE0580  HISTORY     - 20050326 GOOD             GEOCAC
 NE0580  HISTORY     - 20150926 GOOD             USPSQD
 NE0580  HISTORY     - 20171020 GOOD             NOS
 NE0580  HISTORY     - 20231020 GOOD             CO-OPS
 NE0580
 NE0580                          STATION DESCRIPTION
 NE0580
 NE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0580'AT WYANDOTTE.
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF
 NE0580'BIDDLE AVENUE AND OAK STREET, 21 FEET EAST OF EAST CURB OF BIDDLE
 NE0580'AVENUE, 56 FEET SOUTH OF SOUTH CURB OF OAK STREET, SET VERTICALLY
 NE0580'IN THE WEST FACE OF BANK BUILDING (FORMERLY PEOPLES WAYNE COUNTY
 NE0580'BANK - NOW OCCUPIED BY BENEIFIIAL LOANS COMPANY), 0.4 FOOT
 NE0580'NORTH OF SOUTHWEST CORNER OF BUILDING AND 3.4 FEET ABOVE LEVEL
 NE0580'OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1980)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (1994)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF BIDDLE
 NE0580'AVENUE AND OAK STREET, 14.5 METERS (47.6 FT) SOUTH OF SOUTH CURB OF
 NE0580'OAK STREET, 6.25 METERS (20.51 FT) EAST OF EAST CURB OF BIDDLE AVE.,
 NE0580'SET VERTICALLY IN THE WEST FACE OF BUILDING (2903 BIDDLE AVE.) , 0.12
 NE0580'METERS (0.39 FT) NORTH OF SOUTHWEST CORNER OF BUILDING AND 1.0 METERS
 NE0580'(3.3 FT) ABOVE LEVEL OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1995)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF BIDDLE
 NE0580'AVENUE AND OAK STREET, 14.5 METERS (47.6 FT) SOUTH OF SOUTH CURB OF
 NE0580'OAK STREET, 6.25 METERS (20.51 FT) EAST OF EAST CURB OF BIDDLE AVE.,
 NE0580'SET VERTICALLY IN THE WEST FACE OF BUILDING (2903 BIDDLE AVE.) , 0.12
 NE0580'METERS (0.39 FT) NORTH OF SOUTHWEST CORNER OF BUILDING AND 1.0 METERS
 NE0580'(3.3 FT) ABOVE LEVEL OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1999)
 NE0580
 NE0580'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (2005)
 NE0580
 NE0580'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (2015)
 NE0580
 NE0580'RECOVERY NOTE BY US POWER SQUADRON 2015 (MLG)
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (2017)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 NE0580'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF
 NE0580'DETROIT, 8.3 MI (13.4 KM) SOUTH OF DEARBORN AND 0.7 MI (1.1 KM) SOUTH
 NE0580'OF WYANDOTTE.
 NE0580'
 NE0580'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE,
 NE0580'PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.65 MI (1.05 KM) TO
 NE0580'THE INTERSECTION WITH OAK ST, AT THE INTERSECTION OF BIDDLE AVENUE AND
 NE0580'OAK ST, ON THE SOUTH SIDE OF OAK ST AND THE EAST SIDE OF BIDDLE
 NE0580'AVENUE.
 NE0580
 NE0580                          STATION RECOVERY (2023)
 NE0580
 NE0580'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9378 ***********************************************************************
 AA9378  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA9378  DESIGNATION -  904 4030 G
 AA9378  PID         -  AA9378
 AA9378  STATE/COUNTY-  MI/WAYNE
 AA9378  COUNTRY     -  US
 AA9378  USGS QUAD   -  WYANDOTTE (2017)
 AA9378
 AA9378                         *CURRENT SURVEY CONTROL
 AA9378  ______________________________________________________________________
 AA9378* NAD 83(1986) POSITION- 42 12 14.44   (N) 083 08 50.49   (W)   HD_HELD1
 AA9378* NAVD 88 ORTHO HEIGHT -   176.967 (meters)      580.60  (feet) ADJUSTED
 AA9378  ______________________________________________________________________
 AA9378  GEOID HEIGHT    -        -34.685 (meters)                     GEOID18
 AA9378  DYNAMIC HEIGHT  -        176.912 (meters)      580.42  (feet) COMP
 AA9378  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 AA9378
 AA9378  VERT ORDER      -  SECOND    CLASS I
 AA9378
 AA9378.The horizontal coordinates were determined by differentially corrected
 AA9378.hand held GPS observations or other comparable positioning techniques
 AA9378.and have an estimated accuracy of +/- 3 meters.
 AA9378
 AA9378.The orthometric height was determined by differential leveling and
 AA9378.adjusted by the NATIONAL GEODETIC SURVEY
 AA9378.in October 1996.
 AA9378
 AA9378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9378.GEOID18 height accuracy estimate available here.
 AA9378
 AA9378.This Water Level Mark is designated as VM 12946
 AA9378.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA9378
 AA9378.Click photographs - Photos may exist for this station.
 AA9378
 AA9378.The dynamic height is computed by dividing the NAVD 88
 AA9378.geopotential number by the normal gravity value computed on the
 AA9378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9378.degrees latitude (g = 980.6199 gals.).
 AA9378
 AA9378.The modeled gravity was interpolated from observed gravity values.
 AA9378
 AA9378;                    North         East    Units  Estimated Accuracy
 AA9378;SPC MI S     -    78,929.7   4,100,691.5     MT  (+/- 3 meters HH1 GPS) 
 AA9378
 AA9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2272574659(NAD 83)
 AA9378
 AA9378                          SUPERSEDED SURVEY CONTROL
 AA9378
 AA9378.No superseded survey control is available for this station.
 AA9378
 AA9378_MARKER: DB = BENCH MARK DISK
 AA9378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9378_STAMPING: 4030 G 1993
 AA9378_MARK LOGO: NOS
 AA9378_PROJECTION: RECESSED 9 CENTIMETERS
 AA9378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9378+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 AA9378_ROD/PIPE-DEPTH: 9.75 meters
 AA9378
 AA9378  HISTORY     - Date     Condition        Report By
 AA9378  HISTORY     - 1993     MONUMENTED       NOS
 AA9378  HISTORY     - 19941110 GOOD             NOS
 AA9378  HISTORY     - 19951110 GOOD             NOS
 AA9378  HISTORY     - 19990624 GOOD             USPSQD
 AA9378  HISTORY     - 20171020 GOOD             NOS
 AA9378  HISTORY     - 20231020 GOOD             CO-OPS
 AA9378
 AA9378                          STATION DESCRIPTION
 AA9378
 AA9378'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9378'4030 G IS IN THE CENTRAL PART OF WYANDOTTE, AT THE NORTHEAST CORNER OF
 AA9378'OAK STREET AND VAN ALSTYNE BLVD., AT THE SOUTHWEST CORNER OF A PARK
 AA9378'AREA, 29.4 METERS (96.5 FT) WEST OF THE SOUTHWEST CORNER OF VETERANS
 AA9378'MEMORIAL STATUE, 16.0 METERS (52.5 FT) NORTHWEST OF THE NORTEAST
 AA9378'CORNER OF A PARKING LOT, 12.6 METERS (41.3 FT) EAST SOUTHEAST OF
 AA9378'CENTER LINE OF VAN ALSTYNE BLVD., 10.0 METERS (32.8 FT) NORTHEAST OF
 AA9378'CENTER LINE OF OAK STREET, BM IS .09 METERS (0.30 FT) BELOW GROUND
 AA9378'ENCASED IN A 5 INCH PVC PIPE WITH METAL ACCESS COVER.
 AA9378
 AA9378                          STATION RECOVERY (1995)
 AA9378
 AA9378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9378'4030 G IS IN THE CENTRAL PART OF WYANDOTTE, AT THE NORTHEAST CORNER OF
 AA9378'OAK STREET AND VAN ALSTYNE BLVD., AT THE SOUTHWEST CORNER OF A PARK
 AA9378'AREA, 29.4 METERS (96.5 FT) WEST OF THE SOUTHWEST CORNER OF VETERANS
 AA9378'MEMORIAL STATUE, 16.0 METERS (52.5 FT) NORTHWEST OF THE NORTEAST
 AA9378'CORNER OF A PARKING LOT, 12.6 METERS (41.3 FT) EAST SOUTHEAST OF
 AA9378'CENTER LINE OF VAN ALSTYNE BLVD., 10.0 METERS (32.8 FT) NORTHEAST OF
 AA9378'CENTER LINE OF OAK STREET, BM IS .09 METERS (0.30 FT) BELOW GROUND
 AA9378'ENCASED IN A 5 INCH PVC PIPE WITH METAL ACCESS COVER
 AA9378
 AA9378                          STATION RECOVERY (1999)
 AA9378
 AA9378'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9378'RECOVERED IN GOOD CONDITION.
 AA9378
 AA9378                          STATION RECOVERY (2017)
 AA9378
 AA9378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 AA9378'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF
 AA9378'DETROIT, 8.3 MI (13.4 KM) SOUTH OF DEARBORN AND 0.7 MI (1.1 KM)
 AA9378'SOUTH-SOUTHEAST OF WYANDOTTE.
 AA9378'
 AA9378'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE,
 AA9378'PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.65 MI (1.05 KM) TO
 AA9378'THE INTERSECTION WITH OAK ST, THEN PROCEED EAST ON OAK ST FOR
 AA9378'APPROXIMATELY 0.15 MI (0.24 KM) TO THE BENCH MARK ON NORTH SIDE OF OAK
 AA9378'ST, AT THE SOUTHWEST CORNER OF A PARK AREA.
 AA9378
 AA9378                          STATION RECOVERY (2023)
 AA9378
 AA9378'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 AA9378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE6870 ***********************************************************************
 AE6870  DESIGNATION -  904 4030 J
 AE6870  PID         -  AE6870
 AE6870  STATE/COUNTY-  MI/WAYNE
 AE6870  COUNTRY     -  US
 AE6870  USGS QUAD   -  WYANDOTTE (2017)
 AE6870
 AE6870                         *CURRENT SURVEY CONTROL
 AE6870  ______________________________________________________________________
 AE6870* NAD 83(1986) POSITION- 42 12 10.12   (N) 083 08 52.51   (W)   HD_HELD1
 AE6870* NAVD 88 ORTHO HEIGHT -   177.513 (meters)      582.39  (feet) ADJUSTED
 AE6870  ______________________________________________________________________
 AE6870  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 AE6870  DYNAMIC HEIGHT  -        177.457 (meters)      582.21  (feet) COMP
 AE6870  MODELED GRAVITY -    980,303.8   (mgal)                       NAVD 88
 AE6870
 AE6870  VERT ORDER      -  SECOND    CLASS I
 AE6870
 AE6870.The horizontal coordinates were determined by differentially corrected
 AE6870.hand held GPS observations or other comparable positioning techniques
 AE6870.and have an estimated accuracy of +/- 3 meters.
 AE6870
 AE6870.The orthometric height was determined by differential leveling and
 AE6870.adjusted by the NATIONAL GEODETIC SURVEY
 AE6870.in March 1998.
 AE6870
 AE6870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6870.GEOID18 height accuracy estimate available here.
 AE6870
 AE6870.Click photographs - Photos may exist for this station.
 AE6870
 AE6870.The dynamic height is computed by dividing the NAVD 88
 AE6870.geopotential number by the normal gravity value computed on the
 AE6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6870.degrees latitude (g = 980.6199 gals.).
 AE6870
 AE6870.The modeled gravity was interpolated from observed gravity values.
 AE6870
 AE6870;                    North         East    Units  Estimated Accuracy
 AE6870;SPC MI S     -    78,795.8   4,100,647.1     MT  (+/- 3 meters HH1 GPS) 
 AE6870
 AE6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2267674527(NAD 83)
 AE6870
 AE6870                          SUPERSEDED SURVEY CONTROL
 AE6870
 AE6870.No superseded survey control is available for this station.
 AE6870
 AE6870_MARKER: DB = BENCH MARK DISK
 AE6870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE6870_STAMPING: 4030 J 1995
 AE6870_MARK LOGO: NOS
 AE6870_PROJECTION: RECESSED 15 CENTIMETERS
 AE6870_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6870+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 AE6870_ROD/PIPE-DEPTH: 11 meters
 AE6870
 AE6870  HISTORY     - Date     Condition        Report By
 AE6870  HISTORY     - 1995     MONUMENTED       NOS
 AE6870  HISTORY     - 19990626 GOOD             USPSQD
 AE6870  HISTORY     - 20050326 GOOD             GEOCAC
 AE6870  HISTORY     - 2011105  GOOD             NOS
 AE6870  HISTORY     - 20231020 GOOD             CO-OPS
 AE6870
 AE6870                          STATION DESCRIPTION
 AE6870
 AE6870'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AE6870'BENCH MARK IS IN WYANDOTTE, WAYNE COUNTY, MICHIGAN, IN THE FRONT YARD
 AE6870'AT 3005 VAN ALSTYNE BLVD.  ON THE NORTHEAST SIDE OF THE YARD AT THE
 AE6870'CURVE IN THE SIDEWALK.  43.5 FT (13.3 M) EAST OF THE CENTERLINE OF VAN
 AE6870'ALSTYNE BLVD, 24.7 FT (7.5 M) NORTHWEST OF THE NORTHEAST CORNER OF THE
 AE6870'BRICK HOUSE AT 3005 VAN ALSTYNE BLVD, 19.3 FT (5.9 M) SOUTHWEST OF THE
 AE6870'NORTH EDGE OF THE SIDEWALK, BEING A STANDARD NOS DISK, STAMPED 4030 J
 AE6870'1995 CRIMPED TO THE END OF A STAINLESS STEEL ROD DRIVEN 36.0 FT (11.0
 AE6870'M) TO REFUSAL, 6 INCHES BELOW THE GROUND LEVEL, PROTECTED BY A 6 INCH
 AE6870'PVC PIPE WITH AN ALUMINUM ACCESS COVER STAMPED 4030 J, SURROUNDED BY A
 AE6870'MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AE6870
 AE6870                          STATION RECOVERY (1999)
 AE6870
 AE6870'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE6870'RECOVERED IN GOOD CONDITION.
 AE6870
 AE6870                          STATION RECOVERY (2005)
 AE6870
 AE6870'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 AE6870'THE ALUMINUM CAP HAS BEEN BROKEN OFF, BUT IS STILL LOCATED AT THE
 AE6870'BENCHMARK SITE.
 AE6870
 AE6870                          STATION RECOVERY (2011)
 AE6870
 AE6870'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2011 (CS)
 AE6870'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHWEST OF
 AE6870'DETROIT, 8.4 MI (13.5 KM) SOUTH OF DEARBORN AND 0.8 MI (1.3 KM) SOUTH
 AE6870'OF WYANDOTTE.
 AE6870'
 AE6870'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE,
 AE6870'PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.8 MI (1.3 KM) TO
 AE6870'THE INTERSECTION WITH MAPLE ST, THEN PROCEED EAST ON MAPLE ST FOR
 AE6870'APPROXIMATELY 0.1 MI (0.2 KM) TO THE INTERSECTION WITH VAN ALSTYNE
 AE6870'BOULEVARD, THEN PROCEED NORTH ON VAN ALSTYNE BOULEVARD FOR
 AE6870'APPROXIMATELY 0.1 MI (0.2 KM) TO THE RESIDENCE AT 3005 VAN ALSTYNE
 AE6870'BOULEVARD, IN THE FRONT YARD ON THE EAST SIDE OF BOULEVARD, ON THE
 AE6870'NORTHWEST SIDE OF THE YARD AT THE CURVE IN THE SIDEWALK.
 AE6870'NOTE-PROTECTED BY A 6 INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER 4030
 AE6870'J, FLUSH WITH THE GROUND.
 AE6870
 AE6870                          STATION RECOVERY (2023)
 AE6870
 AE6870'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 AE6870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9583 ***********************************************************************
 DQ9583  DESIGNATION -  904 4030 K
 DQ9583  PID         -  DQ9583
 DQ9583  STATE/COUNTY-  MI/WAYNE
 DQ9583  COUNTRY     -  US
 DQ9583  USGS QUAD   -  WYANDOTTE (2017)
 DQ9583
 DQ9583                         *CURRENT SURVEY CONTROL
 DQ9583  ______________________________________________________________________
 DQ9583* NAD 83(2011) POSITION- 42 12 13.93191(N) 083 08 49.73571(W)   ADJUSTED
 DQ9583* NAD 83(2011) ELLIP HT-   141.886 (meters)        (09/20/18)   ADJUSTED
 DQ9583* NAD 83(2011) EPOCH   -  2010.00
 DQ9583* NAVD 88 ORTHO HEIGHT -   176.578 (meters)      579.32  (feet) ADJUSTED
 DQ9583  ______________________________________________________________________
 DQ9583  GEOID HEIGHT    -        -34.685 (meters)                     GEOID18
 DQ9583  NAD 83(2011) X  -    564,612.225 (meters)                     COMP
 DQ9583  NAD 83(2011) Y  - -4,698,116.281 (meters)                     COMP
 DQ9583  NAD 83(2011) Z  -  4,262,500.606 (meters)                     COMP
 DQ9583  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DQ9583  DYNAMIC HEIGHT  -        176.523 (meters)      579.14  (feet) COMP
 DQ9583  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 DQ9583
 DQ9583  VERT ORDER      -  SECOND    CLASS I
 DQ9583
 DQ9583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9583  Standards:
 DQ9583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9583  -------------------------------------------------------------------
 DQ9583  NETWORK    0.34   0.78           0.16   0.10   0.40     -0.00213478
 DQ9583  -------------------------------------------------------------------
 DQ9583  Click here for local accuracies and other accuracy information.
 DQ9583
 DQ9583.The horizontal coordinates were established by GPS observations
 DQ9583.and adjusted by the National Geodetic Survey in September 2018.
 DQ9583
 DQ9583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9583.been affixed to the stable North American tectonic plate. See 
 DQ9583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9583
 DQ9583.The horizontal coordinates are valid at the epoch date displayed above
 DQ9583.which is a decimal equivalence of Year/Month/Day.
 DQ9583
 DQ9583.The orthometric height was determined by differential leveling and
 DQ9583.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9583.in February 2021.
 DQ9583
 DQ9583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9583.GEOID18 height accuracy estimate available here.
 DQ9583
 DQ9583.Click photographs - Photos may exist for this station.
 DQ9583
 DQ9583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9583
 DQ9583.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9583
 DQ9583.The ellipsoidal height was determined by GPS observations
 DQ9583.and is referenced to NAD 83.
 DQ9583
 DQ9583.The dynamic height is computed by dividing the NAVD 88
 DQ9583.geopotential number by the normal gravity value computed on the
 DQ9583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9583.degrees latitude (g = 980.6199 gals.).
 DQ9583
 DQ9583.The modeled gravity was interpolated from observed gravity values.
 DQ9583
 DQ9583. The following values were computed from the NAD 83(2011) position.
 DQ9583
 DQ9583;                    North         East     Units Scale Factor Converg.
 DQ9583;SPC MI S     -    78,914.309 4,100,708.998   MT  0.99997703   +0 49 47.7
 DQ9583;SPC MI S     -   258,905.21 13,453,769.68   iFT  0.99997703   +0 49 47.7
 DQ9583;UTM  17      - 4,674,643.808   322,742.851   MT  0.99998662   -1 26 34.0
 DQ9583
 DQ9583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9583!SPC MI S     -   0.99997775  x   0.99997703  =   0.99995478
 DQ9583!UTM  17      -   0.99997775  x   0.99998662  =   0.99996437
 DQ9583
 DQ9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2274274643(NAD 83)
 DQ9583
 DQ9583                          SUPERSEDED SURVEY CONTROL
 DQ9583
 DQ9583  NAVD 88 (09/20/18)  176.6    (m)  GEOID12B model used  GPS OBS        
 DQ9583
 DQ9583.Superseded values are not recommended for survey control.
 DQ9583
 DQ9583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9583.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9583
 DQ9583_MARKER: F = FLANGE-ENCASED ROD
 DQ9583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9583_STAMPING: 4030 K 2010
 DQ9583_MARK LOGO: NOS
 DQ9583_PROJECTION: RECESSED 14 CENTIMETERS
 DQ9583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9583+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 DQ9583
 DQ9583  HISTORY     - Date     Condition        Report By
 DQ9583  HISTORY     - 20101115 MONUMENTED       NOS
 DQ9583  HISTORY     - 20151110 GOOD             CO-OPS
 DQ9583  HISTORY     - 20171020 GOOD             NOS
 DQ9583  HISTORY     - 20220825 GOOD             NGS
 DQ9583  HISTORY     - 20231020 GOOD             CO-OPS
 DQ9583
 DQ9583                          STATION DESCRIPTION
 DQ9583
 DQ9583'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2015 (JT)
 DQ9583'THE STATION IS LOCATED 7.7 KM (4.8 MI) SOUTH OF RIVER ROUGE, 4.5 KM
 DQ9583'(2.8 MI) NORTHEAST OF RIVERVIEW, 4.2 KM (2.6 MI) EAST-SOUTHEAST OF
 DQ9583'SOUTHGATE AND IN WYANDOTTE.
 DQ9583'
 DQ9583'TO REACH FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD AVENUE IN
 DQ9583'WYANDOTTE, PROCEED SOUTH ON BIDDLE AVENUE FOR 1.05 KM (0.65 MI) TO THE
 DQ9583'INTERSECTION WITH OAK STREET.  TURN LEFT ON OAK STREET AND PROCEED
 DQ9583'EASTERLY FOR 0.15 MI (0.2 KM) TO THE STATION IN THE GRASS BETWEEN THE
 DQ9583'PARKING LOT AND THE DETROIT RIVER.
 DQ9583'
 DQ9583'THE STATION IS LOCATED 25.32 M (83.1 FT) SOUTHWEST OF A GREY STONE
 DQ9583'VETERANS MEMORIAL MONUMENT, 21.49 M (70.5 FT) WEST-NORTHWEST OF THE
 DQ9583'BULKHEAD WALL ON THE WESTERLY SHORE OF THE DETROIT RIVER AND 5.87 M
 DQ9583'(19.3 FT) SOUTHEAST OF A CURB IN THE NORTHEAST CORNER OF THE CITY
 DQ9583'PARKING LOT. ROD DEPTH IS UNKNOWN.
 DQ9583
 DQ9583                          STATION RECOVERY (2017)
 DQ9583
 DQ9583'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 DQ9583'RECOVERED IN GOOD CONDITION.
 DQ9583'
 DQ9583'NOTE-ENCASED IN A 5 INCH PVC PIPE WITH ALUMINUM ACCESS COVER WITH
 DQ9583'WITNESS POST.
 DQ9583
 DQ9583                          STATION RECOVERY (2022)
 DQ9583
 DQ9583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ9583'THE MARK IS LOCATED 25.20 M (82.7 FT) SOUTHWEST OF A FLAG POLE, 21.49
 DQ9583'M (70.5 FT) WEST-NORTHWEST OF THE BULKHEAD WALL ON THE WESTERLY SHORE
 DQ9583'OF THE DETROIT RIVER AND 5.87 M (19.3 FT) SOUTHEAST OF A CURB IN THE
 DQ9583'NORTHEAST CORNER OF THE CITY PARKING LOT.  BENCH MARK IS 0.14 M (0.5
 DQ9583'FT) BELOW GROUND, ENCASED IN A 5-INCH (13 CM) PVC PIPE WITH ALUMINUM
 DQ9583'ACCESS COVER WITH WITNESS POST.
 DQ9583
 DQ9583                          STATION RECOVERY (2023)
 DQ9583
 DQ9583'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 DQ9583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9377 ***********************************************************************
 AA9377  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA9377  DESIGNATION -  904 4030 SPIKE
 AA9377  PID         -  AA9377
 AA9377  STATE/COUNTY-  MI/WAYNE
 AA9377  COUNTRY     -  US
 AA9377  USGS QUAD   -  WYANDOTTE (2017)
 AA9377
 AA9377                         *CURRENT SURVEY CONTROL
 AA9377  ______________________________________________________________________
 AA9377* NAD 83(1986) POSITION- 42 12 08.72   (N) 083 08 51.14   (W)   HD_HELD1
 AA9377* NAVD 88 ORTHO HEIGHT -   176.122 (meters)      577.83  (feet) ADJUSTED
 AA9377  ______________________________________________________________________
 AA9377  GEOID HEIGHT    -        -34.688 (meters)                     GEOID18
 AA9377  DYNAMIC HEIGHT  -        176.067 (meters)      577.65  (feet) COMP
 AA9377  MODELED GRAVITY -    980,303.8   (mgal)                       NAVD 88
 AA9377
 AA9377  VERT ORDER      -  SECOND    CLASS I
 AA9377
 AA9377.The horizontal coordinates were determined by differentially corrected
 AA9377.hand held GPS observations or other comparable positioning techniques
 AA9377.and have an estimated accuracy of +/- 3 meters.
 AA9377
 AA9377.The orthometric height was determined by differential leveling and
 AA9377.adjusted by the NATIONAL GEODETIC SURVEY
 AA9377.in February 2021.
 AA9377
 AA9377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9377.GEOID18 height accuracy estimate available here.
 AA9377
 AA9377.This Water Level Mark is designated as VM 13278
 AA9377.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA9377
 AA9377.Click photographs - Photos may exist for this station.
 AA9377
 AA9377.The dynamic height is computed by dividing the NAVD 88
 AA9377.geopotential number by the normal gravity value computed on the
 AA9377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9377.degrees latitude (g = 980.6199 gals.).
 AA9377
 AA9377.The modeled gravity was interpolated from observed gravity values.
 AA9377
 AA9377;                    North         East    Units  Estimated Accuracy
 AA9377;SPC MI S     -    78,753.1   4,100,679.1     MT  (+/- 3 meters HH1 GPS) 
 AA9377
 AA9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2270674483(NAD 83)
 AA9377
 AA9377                          SUPERSEDED SURVEY CONTROL
 AA9377
 AA9377.No superseded survey control is available for this station.
 AA9377
 AA9377_MARKER: Q = CHISELED SQUARE
 AA9377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9377_SP_SET: BULKHEAD
 AA9377_MARK LOGO: NONE
 AA9377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9377+STABILITY: SURFACE MOTION
 AA9377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9377+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 AA9377
 AA9377  HISTORY     - Date     Condition        Report By
 AA9377  HISTORY     - 1989     MONUMENTED       NOS
 AA9377  HISTORY     - 19951110 GOOD             NOS
 AA9377  HISTORY     - 20171020 GOOD             NOS
 AA9377  HISTORY     - 20231020 GOOD             CO-OPS
 AA9377
 AA9377                          STATION DESCRIPTION
 AA9377
 AA9377'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (RDJ)
 AA9377'NEW SPIKE ZERO.
 AA9377
 AA9377                          STATION RECOVERY (1995)
 AA9377
 AA9377'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9377'EXISTING OR ORIGINAL SPIKE ZERO WYANDOTTE, MI 904 4030
 AA9377
 AA9377                          STATION RECOVERY (2017)
 AA9377
 AA9377'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (CS)
 AA9377'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHWEST OF
 AA9377'DETROIT, 8.4 MI (13.5 KM) SOUTH OF DEARBORN AND 0.8 MI (1.3 KM) SOUTH
 AA9377'OF WYANDOTTE.
 AA9377'
 AA9377'TO REACH IN WYANDOTTE FROM THE INTERSECTION OF BIDDLE AVENUE AND FORD
 AA9377'AVENUE, PROCEED SOUTH ON BIDDLE AVENUE FOR APPROXIMATELY 0.8 MI (1.3
 AA9377'KM) TO THE INTERSECTION WITH MAPLE ST, THEN PROCEED EAST ON MAPLE ST
 AA9377'FOR APPROXIMATELY 0.1 MI (0.2 KM) TO THE INTERSECTION WITH VAN ALSTYNE
 AA9377'BOULEVARD, THEN PROCEED NORTH ON VAN ALSTYNE BOULEVARD FOR
 AA9377'APPROXIMATELY 0.1 MI (0.2 KM) TO THE RESIDENCE AT 3025 VAN ALSTYNE
 AA9377'BOULEVARD, ON EAST SIDE OF THE BOULEVARD, IN THE REAR OF THE PROPERTY,
 AA9377'THEN ABOUT 64 M (210.0 FT) SOUTHEAST OF THE INTERSECTION OF VAN
 AA9377'ALSTYNE BOULEVARD AND ELM STREET, WEST OF WEST EDGE OF DETROIT RIVER,
 AA9377'LOCATED AT THE NORTHEAST CORNER OF THE STEEL BULKHEAD CAP, A ONE INCH
 AA9377'CHISELED SQUARE IN THE BULKHEAD CAP.
 AA9377'
 AA9377'IT IS 30.2 FT (9.2 M) NORTH OF THE NORTHEAST CORNER OF THE NOS GAUGE
 AA9377'STATION.
 AA9377
 AA9377                          STATION RECOVERY (2023)
 AA9377
 AA9377'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 AA9377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0619 ***********************************************************************
 NE0619  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0619  DESIGNATION -  904 4036 BOATYARD
 NE0619  PID         -  NE0619
 NE0619  STATE/COUNTY-  MI/WAYNE
 NE0619  COUNTRY     -  US
 NE0619  USGS QUAD   -  DETROIT (2017)
 NE0619
 NE0619                         *CURRENT SURVEY CONTROL
 NE0619  ______________________________________________________________________
 NE0619* NAD 83(1986) POSITION- 42 17 55.     (N) 083 05 41.     (W)   SCALED
 NE0619* NAVD 88 ORTHO HEIGHT -   179.098 (meters)      587.59  (feet) ADJUSTED
 NE0619  ______________________________________________________________________
 NE0619  GEOID HEIGHT    -        -34.554 (meters)                     GEOID18
 NE0619  DYNAMIC HEIGHT  -        179.044 (meters)      587.41  (feet) COMP
 NE0619  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 NE0619
 NE0619  VERT ORDER      -  FIRST     CLASS 0
 NE0619
 NE0619.The horizontal coordinates were scaled from a map and have
 NE0619.an estimated accuracy of +/- 6 seconds.
 NE0619
 NE0619.The orthometric height was determined by differential leveling and
 NE0619.adjusted by the NATIONAL GEODETIC SURVEY
 NE0619.in June 1991.
 NE0619
 NE0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0619.GEOID18 height accuracy estimate available here.
 NE0619
 NE0619.This Water Level Mark is designated as VM 12952
 NE0619.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0619
 NE0619.Click photographs - Photos may exist for this station.
 NE0619
 NE0619.The dynamic height is computed by dividing the NAVD 88
 NE0619.geopotential number by the normal gravity value computed on the
 NE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0619.degrees latitude (g = 980.6199 gals.).
 NE0619
 NE0619.The modeled gravity was interpolated from observed gravity values.
 NE0619
 NE0619;                    North         East    Units  Estimated Accuracy
 NE0619;SPC MI S     -    89,500.    4,104,880.      MT  (+/- 180 meters Scaled)
 NE0619
 NE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273850(NAD 83)
 NE0619
 NE0619                          SUPERSEDED SURVEY CONTROL
 NE0619
 NE0619  NGVD 29 (11/26/84)  179.271  (m)          588.16   (f) ADJUSTED    1 0
 NE0619
 NE0619.Superseded values are not recommended for survey control.
 NE0619
 NE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0619.See file dsdata.pdf to determine how the superseded data were derived.
 NE0619
 NE0619_MARKER: DD = SURVEY DISK
 NE0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0619_SP_SET: BUILDING
 NE0619_STAMPING: BOATYARD 1959
 NE0619_MARK LOGO: USACE
 NE0619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0619
 NE0619  HISTORY     - Date     Condition        Report By
 NE0619  HISTORY     - 1959     MONUMENTED       USLS
 NE0619  HISTORY     - 1970     GOOD             USLS
 NE0619  HISTORY     - 1980     GOOD             NGS
 NE0619  HISTORY     - 19941108 GOOD             NOS
 NE0619  HISTORY     - 20150812 MARK NOT FOUND   NGS
 NE0619
 NE0619                          STATION DESCRIPTION
 NE0619
 NE0619'DESCRIBED BY US LAKE SURVEY 1970
 NE0619'AT FT WAYNE MILITARY RES.
 NE0619'IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0619'THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S.
 NE0619'ARMY ENGINEER DISTRICT, DETROIT, ON NORTHERLY SIDE OF MAIN
 NE0619'BOATYARD ROAD, ON RIVER FACE OF SMALL TWO-STORY BRICK UTILITY
 NE0619'BUILDING, 2 FEET FROM THE EAST CORNER, 4-1/2 FEET ABOVE THE
 NE0619'ASPHALT PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 NE0619'SET INTO THE BRICK WALL.  NOTE-- PREV. DESIG. BM BOATYARD 1959.
 NE0619
 NE0619                          STATION RECOVERY (1980)
 NE0619
 NE0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0619'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0619'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0619'SOUTHEAST ALONG GRADY ROAD, THENCE 0.08 KILOMETER (0.05 MILE)
 NE0619'NORTHEAST ALONG BOATYARD ROAD, SET VERTICALLY IN THE SOUTHEAST
 NE0619'FACE AND 0.6 METER (2 FEET) WEST OF THE EAST CORNER OF BUILDING NUMBER
 NE0619'402 (PAINT SHOP).
 NE0619
 NE0619                          STATION RECOVERY (1994)
 NE0619
 NE0619'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MEE)
 NE0619'BM BOATYARD IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0619'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED
 NE0619'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0619'GRADY ROAD, THENCE 0.08 KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD
 NE0619'ROAD, IN THE SOUTHEAST (RIVER) FACE AND 0.6 METER (2.0 FT) WEST OF THE
 NE0619'EAST CORNER OF TWO STORY BUILDING NUMBER 402 (PAINT SHOP) , A BRONZE
 NE0619'DISC SET VERICALLY 1.4 METERS (4.6 FT) ABOVE THE GROUND.
 NE0619
 NE0619                          STATION RECOVERY (2015)
 NE0619
 NE0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015
 NE0619'BUILDING IS REMOVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0624 ***********************************************************************
 NE0624  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0624  DESIGNATION -  904 4036 CARPENTER
 NE0624  PID         -  NE0624
 NE0624  STATE/COUNTY-  MI/WAYNE
 NE0624  COUNTRY     -  US
 NE0624  USGS QUAD   -  DETROIT (2017)
 NE0624
 NE0624                         *CURRENT SURVEY CONTROL
 NE0624  ______________________________________________________________________
 NE0624* NAD 83(1986) POSITION- 42 17 54.1    (N) 083 05 39.9    (W)   HD_HELD2
 NE0624* NAVD 88 ORTHO HEIGHT -   177.473 (meters)      582.26  (feet) ADJUSTED
 NE0624  ______________________________________________________________________
 NE0624  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 NE0624  DYNAMIC HEIGHT  -        177.419 (meters)      582.08  (feet) COMP
 NE0624  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 NE0624
 NE0624  VERT ORDER      -  FIRST     CLASS II
 NE0624
 NE0624.The horizontal coordinates were established by autonomous hand held GPS
 NE0624.observations and have an estimated accuracy of +/- 10 meters.
 NE0624
 NE0624.The orthometric height was determined by differential leveling and
 NE0624.adjusted by the NATIONAL GEODETIC SURVEY
 NE0624.in October 1996.
 NE0624
 NE0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0624.GEOID18 height accuracy estimate available here.
 NE0624
 NE0624.This Water Level Mark is designated as VM 12953
 NE0624.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0624
 NE0624.Click photographs - Photos may exist for this station.
 NE0624
 NE0624.The dynamic height is computed by dividing the NAVD 88
 NE0624.geopotential number by the normal gravity value computed on the
 NE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0624.degrees latitude (g = 980.6199 gals.).
 NE0624
 NE0624.The modeled gravity was interpolated from observed gravity values.
 NE0624
 NE0624;                    North         East    Units  Estimated Accuracy
 NE0624;SPC MI S     -    89,473.    4,104,905.      MT  (+/- 10 meters HH2 GPS)
 NE0624
 NE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2735485027(NAD 83)
 NE0624
 NE0624                          SUPERSEDED SURVEY CONTROL
 NE0624
 NE0624  NAVD 88 (06/15/91)  177.475  (m)          582.27   (f) SUPERSEDED  1 2
 NE0624  NGVD 29 (11/26/84)  177.648  (m)          582.83   (f) ADJUSTED    1 2
 NE0624
 NE0624.Superseded values are not recommended for survey control.
 NE0624
 NE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0624.See file dsdata.pdf to determine how the superseded data were derived.
 NE0624
 NE0624_MARKER: I = METAL ROD
 NE0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0624_MARK LOGO: NONE
 NE0624_PROJECTION: RECESSED 15 CENTIMETERS
 NE0624_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0624+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 NE0624_ROD/PIPE-DEPTH: 15.2 meters
 NE0624
 NE0624  HISTORY     - Date     Condition        Report By
 NE0624  HISTORY     - 1959     MONUMENTED       USLS
 NE0624  HISTORY     - 1970     GOOD             USLS
 NE0624  HISTORY     - 1980     GOOD             NGS
 NE0624  HISTORY     - 19941108 GOOD             NOS
 NE0624  HISTORY     - 19951108 GOOD             NOS
 NE0624  HISTORY     - 20150812 GOOD             NGS
 NE0624
 NE0624                          STATION DESCRIPTION
 NE0624
 NE0624'DESCRIBED BY US LAKE SURVEY 1970
 NE0624'AT FT WAYNE MILITARY RES.
 NE0624'CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0624'AT THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE
 NE0624'U.S. ARMY ENGINEER DISTRICT, DETROIT, ON SOUTHERLY SIDE OF MAIN
 NE0624'BOATYARD ROAD, ON NORTHEAST SIDE NEAR NORTH CORNER OF TWO-STORY
 NE0624'BRICK BUILDING NO. 401 (FORMERLY CARPENTERS SHOP), 1.0 FEET
 NE0624'NORTHEAST OF NORTHEAST FACE, 1.0 FEET SOUTHEAST OF SOUTHEAST
 NE0624'EDGE OF SIDEWALK, 3/4 FOOT BELOW THE GROUND SURFACE, BEING
 NE0624'HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0624'ROD, 50 FEET LONG.  NOTE-- PREV. DESIG. BM CARPENTER 1959.
 NE0624
 NE0624                          STATION RECOVERY (1980)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0624'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (O.25 MILE)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE
 NE0624'0.08 KILOMETER (O.05 MILE) NORTHEAST ALONG BOATYARD ROAD AT THE
 NE0624'NORTH CORNER OF BUILDING 401, 10.9 METERS (34.4 FEET) SOUTHEAST
 NE0624'OF THE CENTER OF THE ROAD, 0.95 METER (3.1 FEET) WEST OF THE WEST
 NE0624'CORNER OF A 19 BY 17.5 FOOT CONCRETE BASE OF A 60 FOOT TOWER,
 NE0624'0.3 METER (1.0 FOOT) NORTHEAST OF THE NORTHEAST FACE AND THE NORTH
 NE0624'CORNER OF THE BUILDING.
 NE0624'THE MARK IS 0.2 M BELOW GROUND.
 NE0624
 NE0624                          STATION RECOVERY (1994)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0624'BM CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0624'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0624'KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD ROAD, NEAR THE NORTH
 NE0624'CORNER OF A TWO-STORY BRICK BUILDING NUMBER 401 (FORMERLY CARPETERS
 NE0624'SHOP) , 16.1 METERS (52.8 FT) SOUTH-SOUTHEAST OF FIRE HYDRANT ON NORTH
 NE0624'SIDE OF ROAD, 0.95 METER (3.12 FT) WEST OF THE WEST CORNER OF A 19
 NE0624'FOOT (5.8 M) BY 17.5 FOOT (5.3 M) CONCRETE BASE OF A 60 FOOT (18.3 M)
 NE0624'TOWER, 0.3 METER (1.0 FT) NORTHEAST OF THE NORTHEAST FACE AND THE
 NE0624'NORTH CORNER OF THE BUILDING.  BEING A 5/8-INCH DIAMETER COPPER-COATED
 NE0624'STEEL ROD, 15.2 METERS (49.9 FT) LONG, 0.15 METER (0.49 FT) BELOW THE
 NE0624'GROUND SURFACE.
 NE0624
 NE0624                          STATION RECOVERY (1995)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0624'BM CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0624'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0624'KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD ROAD, NEAR THE NORTH
 NE0624'CORNER OF A TWO-STORY BRICK BUILDING NUMBER 401 (FORMERLY CARPETERS
 NE0624'SHOP) , 16.1 METERS (52.8 FT) SOUTH-SOUTHEAST OF FIRE HYDRANT ON NORTH
 NE0624'SIDE OF ROAD, 10.9 METERS (35.8 FT) SOUTHEAST OF THE CENTER OF THE
 NE0624'ROAD, 0.95 METER (3.12 FT) WEST OF THE WEST CORNER OF A 19 FOOT (5.8
 NE0624'M) BY 17.5 FOOT (5.3 M) CONCRETE BASE OF A 60 FOOT (18.3 M) TOWER, 0.3
 NE0624'METER (1.0 FT) NORTHEAST OF THE NORTHEAST FACE AND THE NORTH CORNER OF
 NE0624'THE BUILDING.  BEING A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 15.2
 NE0624'METERS (49.9 FT) LONG, 0.15 METER (0.49 FT) BELOW THE GROUND SURFACE.
 NE0624'WITH ALUMINUM ACCESS COVER AND PVC KICKBLOCK SURROUNDED BY A MASS OF
 NE0624'CONCRETE FLUSH WITH THE GROUND, STAMPED CARPENTER.
 NE0624
 NE0624                          STATION RECOVERY (2015)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0624'ROD MARK IS INTACT, HOWEVER, THE ACCESS COVER AND ITS CONCRETE HAVE
 NE0624'BEEN SHIFTED SUCH AS TO OBSCURE SURVEY EQPT. ACCESS TO ROD.  A
 NE0624'WITNESS SIGN IS BETWEEN STATION AND WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0617 ***********************************************************************
 NE0617  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0617  DESIGNATION -  904 4036 FORT
 NE0617  PID         -  NE0617
 NE0617  STATE/COUNTY-  MI/WAYNE
 NE0617  COUNTRY     -  US
 NE0617  USGS QUAD   -  DETROIT (2017)
 NE0617
 NE0617                         *CURRENT SURVEY CONTROL
 NE0617  ______________________________________________________________________
 NE0617* NAD 83(1986) POSITION- 42 17 50.4    (N) 083 05 39.8    (W)   HD_HELD2
 NE0617* NAVD 88 ORTHO HEIGHT -   179.050 (meters)      587.43  (feet) ADJUSTED
 NE0617  ______________________________________________________________________
 NE0617  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 NE0617  DYNAMIC HEIGHT  -        178.996 (meters)      587.26  (feet) COMP
 NE0617  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NE0617
 NE0617  VERT ORDER      -  FIRST     CLASS 0
 NE0617
 NE0617.The horizontal coordinates were established by autonomous hand held GPS
 NE0617.observations and have an estimated accuracy of +/- 10 meters.
 NE0617
 NE0617.The orthometric height was determined by differential leveling and
 NE0617.adjusted by the NATIONAL GEODETIC SURVEY
 NE0617.in October 1996.
 NE0617
 NE0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0617.GEOID18 height accuracy estimate available here.
 NE0617
 NE0617.This Water Level Mark is designated as VM 12951
 NE0617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0617
 NE0617.Click photographs - Photos may exist for this station.
 NE0617
 NE0617.The dynamic height is computed by dividing the NAVD 88
 NE0617.geopotential number by the normal gravity value computed on the
 NE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0617.degrees latitude (g = 980.6199 gals.).
 NE0617
 NE0617.The modeled gravity was interpolated from observed gravity values.
 NE0617
 NE0617;                    North         East    Units  Estimated Accuracy
 NE0617;SPC MI S     -    89,359.    4,104,909.      MT  (+/- 10 meters HH2 GPS)
 NE0617
 NE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2735384913(NAD 83)
 NE0617
 NE0617                          SUPERSEDED SURVEY CONTROL
 NE0617
 NE0617  NAVD 88 (06/15/91)  179.052  (m)          587.44   (f) SUPERSEDED  1 0
 NE0617  NGVD 29 (11/26/84)  179.225  (m)          588.01   (f) ADJUSTED    1 0
 NE0617
 NE0617.Superseded values are not recommended for survey control.
 NE0617
 NE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0617.See file dsdata.pdf to determine how the superseded data were derived.
 NE0617
 NE0617_MARKER: F = FLANGE-ENCASED ROD
 NE0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0617_STAMPING: FORT
 NE0617_MARK LOGO: NONE
 NE0617_PROJECTION: FLUSH
 NE0617_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0617+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 NE0617_ROD/PIPE-DEPTH: 16 meters
 NE0617
 NE0617  HISTORY     - Date     Condition        Report By
 NE0617  HISTORY     - 1941     MONUMENTED       USLS
 NE0617  HISTORY     - 1970     GOOD             USLS
 NE0617  HISTORY     - 1980     GOOD             NGS
 NE0617  HISTORY     - 19941108 GOOD             NOS
 NE0617  HISTORY     - 19951108 GOOD             NOS
 NE0617  HISTORY     - 20150729 GOOD             INDIV
 NE0617  HISTORY     - 20150812 GOOD             NGS
 NE0617  HISTORY     - 20241021 GOOD             CO-OPS
 NE0617
 NE0617                          STATION DESCRIPTION
 NE0617
 NE0617'DESCRIBED BY US LAKE SURVEY 1970
 NE0617'AT FT WAYNE MILITARY RES.
 NE0617'IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OF THE
 NE0617'U.S. ARMY ENGINEER DISTRICT, DETROIT, ABOUT 350 FEET NORTHWEST
 NE0617'OF INNER END OF THE SLIP, ON NORTHEAST SIDE OF THE ROAD, 12.8
 NE0617'FEET FROM THE CURB, 74.2 FEET FROM WEST CORNER OF THE BRICK
 NE0617'GASOLINE STATION, AT FOOT OF A BANK, 14.8 FEET FROM A CROSS CUT
 NE0617'ON TOP OF THE ROADWAY CURB NEAR A DRIVEWAY, 23.1 FEET FROM
 NE0617'ANOTHER CROSS CUT ON THE CURB ABOVE A CATCHBASIN, FLUSH WITH THE
 NE0617'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-1/8-INCH
 NE0617'DIAMETER IRON ROD, 16 FEET LONG.  NOTE-- PREV. DESIG. BM FORT
 NE0617'1941.
 NE0617
 NE0617                          STATION RECOVERY (1980)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0617'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0617'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0617'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER
 NE0617'(0.1 MILE) NORTHEAST ALONG BOATYARD ROAD, 22.6 METERS (74.4 FEET)
 NE0617'NORTHWEST OF GAS BUILDING, 3.5 METERS (11.6 FEET) NORTHEAST OF CHAIN
 NE0617'LINK FENCE, 3.9 METERS (12.9 FEET) SOUTHWEST OF SOUTHWEST EDGE OF
 NE0617'PAVED PARKING LOT, TOP OF A 1 3/8 INCH STEEL ROD WHICH IS 4 FEET
 NE0617'BELOW LEVEL OF PARKING AREA.
 NE0617'THE MARK IS 02 M BELOW SIDEWALK..
 NE0617
 NE0617                          STATION RECOVERY (1994)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0617'BM FORT IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY
 NE0617'THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0617'BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI)
 NE0617'NORTHEAST ALONG BOATYARD ROAD, 10.1 METERS (33.1 FT) NORTH WEST OF
 NE0617'CHAIN LINK FENCE THAT RUNS NORTHEAST-SOUTHWEST,4.17 METERS SOUTHWEST
 NE0617'OF THE CENTER OF THE SOUTHWEST LEG OF A RADIO TOWER.  3.5 METERS (11.5
 NE0617'FT) NORTHEAST OF CHAIN LINK FENCE THAT RUNS NORTHWEST-SOUTHEAST, AT
 NE0617'FOOT OF BANK 1.2 METERS (3.9 FT) BELOW LEVEL OF PARKING AREA.  BEING
 NE0617'THE TOP OF A 1 3/8 INCH STEEL ROD, 4.9 METERS (16.1 FT) LONG, WITH AN
 NE0617'ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0617
 NE0617                          STATION RECOVERY (1995)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0617'BM FORT IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY
 NE0617'THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0617'BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI)
 NE0617'NORTHEAST ALONG BOATYARD ROAD, 22.6 METERS (74.1 FT) NORTHWEST OF GAS
 NE0617'BUILDING, 10.1 METERS (33.1 FT) NORTH WEST OF CHAIN LINK FENCE THAT
 NE0617'RUNS NORTHEAST-SOUTHWEST, 7.0 METERS (23.0 FT) FROM A CROSS CUT ON THE
 NE0617'CURB ABOVE A CATCHBASIN, 4.5 METERS (14.8 FT) FROM ANOTHER CROSS CUT
 NE0617'ON TOP OF THE ROADWAY CURB NEAR A DRIVEWAY, 3.9 METERS (12.8 FT)
 NE0617'SOUTHWEST OF SOUTHWEST EDGE OF PAVED PARKING LOT, 3.5 METERS (11.5 FT)
 NE0617'NORTHEAST OF CHAIN LINK FENCE THAT RUNS NORTHWEST-SOUTHEAST, AT FOOT
 NE0617'OF BANK 1.2 METERS (3.9 FT) BELOW LEVEL OF PARKING LOT AREA, BEING THE
 NE0617'TOP OF A 1 3/8 INCH STEEL ROD, 4.9 METERS (16.1 FT) LONG.
 NE0617
 NE0617                          STATION RECOVERY (2015)
 NE0617
 NE0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE0617'RECOVERED AS DESCRIBED
 NE0617
 NE0617                          STATION RECOVERY (2015)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0617'RECOVERED IN GOOD CONDITION.
 NE0617
 NE0617                          STATION RECOVERY (2024)
 NE0617
 NE0617'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 NE0617'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF
 NE0617'WYANDOTTE, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF DEARBORN AND 3.4 MI (5.5
 NE0617'KM) SOUTHWEST OF DETROIT.
 NE0617'
 NE0617'IT IS 58.82 M (193.0 FT) EAST OF WEST BLACK PERIMETER FENCE, 53.3 M
 NE0617'(174.9 FT) WEST OF THE EAST CORNER OF SOUTHERN BLACK PERIMETER FENCE,
 NE0617'37.49 M (123.0 FT) SOUTH OF N CHAIN LINK FENCE, 6.6 M (21.7 FT) NORTH
 NE0617'OF SOUTHERN BLACK PERIMETER FENCE AND ABOUT 1.2 M (3.9 FT) LOWER THAN
 NE0617'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0623 ***********************************************************************
 NE0623  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0623  DESIGNATION -  904 4036 GAGE
 NE0623  PID         -  NE0623
 NE0623  STATE/COUNTY-  MI/WAYNE
 NE0623  COUNTRY     -  US
 NE0623  USGS QUAD   -  DETROIT (2017)
 NE0623
 NE0623                         *CURRENT SURVEY CONTROL
 NE0623  ______________________________________________________________________
 NE0623* NAD 83(1986) POSITION- 42 17 56.2    (N) 083 05 33.6    (W)   HD_HELD2
 NE0623* NAVD 88 ORTHO HEIGHT -   175.830 (meters)      576.87  (feet) ADJUSTED
 NE0623  ______________________________________________________________________
 NE0623  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 NE0623  DYNAMIC HEIGHT  -        175.778 (meters)      576.70  (feet) COMP
 NE0623  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 NE0623
 NE0623  VERT ORDER      -  FIRST     CLASS 0
 NE0623
 NE0623.The horizontal coordinates were established by autonomous hand held GPS
 NE0623.observations and have an estimated accuracy of +/- 10 meters.
 NE0623
 NE0623.The orthometric height was determined by differential leveling and
 NE0623.adjusted by the NATIONAL GEODETIC SURVEY
 NE0623.in June 1991.
 NE0623
 NE0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0623.GEOID18 height accuracy estimate available here.
 NE0623
 NE0623.This Water Level Mark is designated as VM 12949
 NE0623.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0623
 NE0623.Click photographs - Photos may exist for this station.
 NE0623
 NE0623.The dynamic height is computed by dividing the NAVD 88
 NE0623.geopotential number by the normal gravity value computed on the
 NE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0623.degrees latitude (g = 980.6199 gals.).
 NE0623
 NE0623.The modeled gravity was interpolated from observed gravity values.
 NE0623
 NE0623;                    North         East    Units  Estimated Accuracy
 NE0623;SPC MI S     -    89,540.    4,105,048.      MT  (+/- 10 meters HH2 GPS)
 NE0623
 NE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2750085089(NAD 83)
 NE0623
 NE0623                          SUPERSEDED SURVEY CONTROL
 NE0623
 NE0623  NGVD 29 (11/26/84)  176.004  (m)          577.44   (f) ADJUSTED    1 0
 NE0623
 NE0623.Superseded values are not recommended for survey control.
 NE0623
 NE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0623.See file dsdata.pdf to determine how the superseded data were derived.
 NE0623
 NE0623_MARKER: DD = SURVEY DISK
 NE0623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0623+WITH SETTING: PAVEMENT
 NE0623_SP_SET: GAUGE HOUSE FOUNDATION
 NE0623_STAMPING: GAGE
 NE0623_MARK LOGO: USACE
 NE0623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0623+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 NE0623
 NE0623  HISTORY     - Date     Condition        Report By
 NE0623  HISTORY     - 1968     MONUMENTED       USLS
 NE0623  HISTORY     - 1970     GOOD             USLS
 NE0623  HISTORY     - 1980     GOOD             NGS
 NE0623  HISTORY     - 19941108 GOOD             NOS
 NE0623  HISTORY     - 20150812 GOOD             NGS
 NE0623  HISTORY     - 20211220 GOOD             MIDT
 NE0623  HISTORY     - 20241021 GOOD             CO-OPS
 NE0623
 NE0623                          STATION DESCRIPTION
 NE0623
 NE0623'DESCRIBED BY US LAKE SURVEY 1970
 NE0623'AT FT WAYNE MILITARY RES.
 NE0623'GAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0623'FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OF THE U.S.
 NE0623'ARMY ENGINEER DISTRICT, DETROIT, ON THE NORTHEAST SIDE AND NEAR
 NE0623'ENTRANCE TO BOAT SLIP, NEAR WEST CORNER OF CONCRETE FOUNDATION
 NE0623'OF LAKE SURVEY CENTER GAGE HOUSE, 1.1 FEET FROM SOUTHWEST EDGE
 NE0623'OF THE FOUNDATION, 0.4 FEET FROM THE NORTHWEST EDGE OF THE
 NE0623'FOUNDATION, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER
 NE0623'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 NE0623'NOTE-- PREV. DESIG. BM GAGE 1968.
 NE0623
 NE0623                          STATION RECOVERY (1980)
 NE0623
 NE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0623'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0623'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER
 NE0623'(0.1 MILE) NORTHEAST ALONG BOATYARD ROAD, ON THE NORTHEAST SIDE
 NE0623'AND THE EAST CORNER OF THE BOAT SLIP, SET AT THE WEST CORNER OF
 NE0623'THE CONCRETE FOUNDATION OF THE TIDE GAGE HOUSE FOR STATION 904-4036,
 NE0623'0.3 METER (1.1 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF FOUNDATION
 NE0623'AND 0.1 METER (0.4 FOOT) SOUTHEAST OF NORTHWEST EDGE OF FOUNDATION.
 NE0623'THE MARK IS 0.15 M ABOVE GROUND.
 NE0623
 NE0623                          STATION RECOVERY (1994)
 NE0623
 NE0623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0623'GAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0623'FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY THE U S
 NE0623'CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD
 NE0623'FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI) NORTHEAST ALONG
 NE0623'BOATYARD ROAD, ON THE NORTHEAST SIDE AND THE EAST CORNER OF THE BOAT
 NE0623'SLIP, SET AT THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE
 NE0623'NATIONAL OCEAN SERVICE GAUGE HOUSE FOR STATION 904-4036, 0.3 METER
 NE0623'(1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF FOUNDATION AND 0.1 METER
 NE0623'(0.3 FT) SOUTHEAST OF NORTHWEST EDGE OF FOUNDATION, 0.12 METER (0.39
 NE0623'FT) ABOVE THE GROUND SURFACE.
 NE0623
 NE0623                          STATION RECOVERY (2015)
 NE0623
 NE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0623'RECOVERED IN GOOD CONDITION.
 NE0623
 NE0623                          STATION RECOVERY (2021)
 NE0623
 NE0623'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NE0623'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 NE0623'WYANDOTTE, 4.6 MI (7.4 KM) EAST-SOUTHEAST OF DEARBORN AND 3.3 MI (5.3
 NE0623'KM) SOUTHWEST OF DETROIT.
 NE0623'
 NE0623'TO REACH IN FORT WAYNE FROM THE INTERSECTION OF LIVERNOIS AVENUE,
 NE0623'HIGHWAY 75 AND FORT ST, PROCEED SOUTH ON LIVERNOIS AVENUE FOR
 NE0623'APPROXIMATELY 0.5 MI (0.8 KM) TO THE ENTRANCE OF HISTORIC FORT WAYNE,
 NE0623'AT THE FORT WAYNE MILITARY RESERVATION, THEN PROCEED SOUTHEAST ALONG
 NE0623'BRADY ST FOR APPROXIMATELY 0.2 MI (0.3 KM) TO THE SECOND SECURITY
 NE0623'GATE, ON THE EAST SIDE OF BRADY ST, AT THE BOATYARD OCCUPIED BY THE
 NE0623'U.S. CORPS OF ENGINEERS, THEN PROCEED NORTHEAST APPROXIMATELY 0.25 MI
 NE0623'(0.40 KM) ALONG PAVED BOATYARD ROAD TO THE NORTHEAST CORNER OF THE COE
 NE0623'PROPERTY, ON THE NORTHEAST SIDE AND THE EAST CORNER OF THE BOAT SLIP,
 NE0623'SET AT THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE NOAA GAUGE
 NE0623'HOUSE.
 NE0623'
 NE0623'IT IS 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF FOUNDATION AND
 NE0623'0.1 M (0.3 FT) SOUTHEAST OF NORTHWEST EDGE OF FOUNDATION AND 0.12 M
 NE0623'(0.4 FT) ABOVE THE GROUND SURFACE.
 NE0623
 NE0623                          STATION RECOVERY (2024)
 NE0623
 NE0623'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 NE0623'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0618 ***********************************************************************
 NE0618  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0618  DESIGNATION -  904 4036 GARAGE
 NE0618  PID         -  NE0618
 NE0618  STATE/COUNTY-  MI/WAYNE
 NE0618  COUNTRY     -  US
 NE0618  USGS QUAD   -  DETROIT (2017)
 NE0618
 NE0618                         *CURRENT SURVEY CONTROL
 NE0618  ______________________________________________________________________
 NE0618* NAD 83(1986) POSITION- 42 17 55.95   (N) 083 05 37.82   (W)   HD_HELD1
 NE0618* NAVD 88 ORTHO HEIGHT -   178.801 (meters)      586.62  (feet) ADJUSTED
 NE0618  ______________________________________________________________________
 NE0618  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 NE0618  DYNAMIC HEIGHT  -        178.747 (meters)      586.44  (feet) COMP
 NE0618  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 NE0618
 NE0618  VERT ORDER      -  FIRST     CLASS 0
 NE0618
 NE0618.The horizontal coordinates were determined by differentially corrected
 NE0618.hand held GPS observations or other comparable positioning techniques
 NE0618.and have an estimated accuracy of +/- 3 meters.
 NE0618
 NE0618.The orthometric height was determined by differential leveling and
 NE0618.adjusted by the NATIONAL GEODETIC SURVEY
 NE0618.in June 1991.
 NE0618
 NE0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0618.GEOID18 height accuracy estimate available here.
 NE0618
 NE0618.This Water Level Mark is designated as VM 12950
 NE0618.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0618
 NE0618.Click photographs - Photos may exist for this station.
 NE0618
 NE0618.The dynamic height is computed by dividing the NAVD 88
 NE0618.geopotential number by the normal gravity value computed on the
 NE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0618.degrees latitude (g = 980.6199 gals.).
 NE0618
 NE0618.The modeled gravity was interpolated from observed gravity values.
 NE0618
 NE0618;                    North         East    Units  Estimated Accuracy
 NE0618;SPC MI S     -    89,530.9   4,104,951.5     MT  (+/- 3 meters HH1 GPS) 
 NE0618
 NE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2740385083(NAD 83)
 NE0618
 NE0618                          SUPERSEDED SURVEY CONTROL
 NE0618
 NE0618  NGVD 29 (11/26/84)  178.974  (m)          587.18   (f) ADJUSTED    1 0
 NE0618
 NE0618.Superseded values are not recommended for survey control.
 NE0618
 NE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0618.See file dsdata.pdf to determine how the superseded data were derived.
 NE0618
 NE0618_MARKER: DD = SURVEY DISK
 NE0618_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0618_SP_SET: BUILDING WALL
 NE0618_STAMPING: GARAGE 1959
 NE0618_MARK LOGO: USACE
 NE0618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0618+STABILITY: SURFACE MOTION
 NE0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0618+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2021
 NE0618
 NE0618  HISTORY     - Date     Condition        Report By
 NE0618  HISTORY     - 1959     MONUMENTED       USLS
 NE0618  HISTORY     - 1970     GOOD             USLS
 NE0618  HISTORY     - 1980     GOOD             NGS
 NE0618  HISTORY     - 19941110 GOOD             NOS
 NE0618  HISTORY     - 20150812 GOOD             NGS
 NE0618  HISTORY     - 20211220 GOOD             MIDT
 NE0618  HISTORY     - 20241021 MARK NOT FOUND   CO-OPS
 NE0618
 NE0618                          STATION DESCRIPTION
 NE0618
 NE0618'DESCRIBED BY US LAKE SURVEY 1970
 NE0618'AT FT WAYNE MILITARY RES.
 NE0618'GARAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0618'AT FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S.
 NE0618'ARMY ENGINEER DISTRICT, DETROIT, ON NORTHERLY SIDE OF MAIN
 NE0618'BOATYARD ROAD, ON RIVER FACE OF TWO-STORY BRICK BUILDING USED AS
 NE0618'A GARAGE, 1 FOOT FROM THE EAST CORNER, 5 FEET ABOVE ASPHALT
 NE0618'PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 NE0618'THE BRICK WALL.  NOTE-- PREV. DESIG BM GARAGE 1959.
 NE0618
 NE0618                          STATION RECOVERY (1980)
 NE0618
 NE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0618'IN DETROIT, ON THE PART OF FORT WAYNE MILITARY RESERVATION OCCUPIED
 NE0618'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 NE0618'ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.16
 NE0618'KILOMETER (0.1 MILE) NORTHWEST ALONG BOATYARD ROAD SET VERTICALLY
 NE0618'IN THE SOUTH FACE 0.36 METER (1.0 FOOT) SOUTHWEST OF THE EAST
 NE0618'CORNER OF BUILDING NUMBER 403 (GARAGE).
 NE0618'THE MARK IS 1.52 M ABOVE PAVEMENT.
 NE0618
 NE0618                          STATION RECOVERY (1994)
 NE0618
 NE0618'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NE0618'GARAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0618'FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED BY THE U S CORP
 NE0618'OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD FROM
 NE0618'THE MAIN GATE TO THE FORT, THENCE 0.16 KILOMETER (0.10 MI) NORTHWEST
 NE0618'ALONG BOATYARD ROAD, A BRONZE DISC SET VERTICALLY IN THE RIVER (SOUTH)
 NE0618'FACE OF TWO-STORY BRICK BUILDING USED AS A GARAGE, 39.6 METERS (129.9
 NE0618'FT) EAST OF DOORWAY ENTRANCE TO BUILDING 403 (GARAGE) , 23.2 METERS
 NE0618'(76.1 FT) NORTH OF THE NORTHEAST CORNER OF BUILDIG 414, 0.36 METER
 NE0618'(1.18 FT) SOUTHWEST OF THE EAST CORNER OF BUILDING NUMBER 403, 1.5
 NE0618'METERS (4.9 FT) ABOVE THE ASPHALT.
 NE0618
 NE0618                          STATION RECOVERY (2015)
 NE0618
 NE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0618'RECOVERED IN GOOD CONDITION.
 NE0618
 NE0618                          STATION RECOVERY (2021)
 NE0618
 NE0618'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NE0618'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 NE0618'WYANDOTTE, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF DEARBORN AND 3.3 MI (5.3
 NE0618'KM) SOUTHWEST OF DETROIT.
 NE0618'
 NE0618'TO REACH IN FORT WAYNE FROM THE INTERSECTION OF LIVERNOIS AVENUE,
 NE0618'HIGHWAY 75 AND FORT ST, PROCEED SOUTH ON LIVERNOIS AVENUE FOR
 NE0618'APPROXIMATELY 0.5 MI (0.8 KM) TO THE ENTRANCE OF HISTORIC FORT WAYNE,
 NE0618'AT THE FORT WAYNE MILITARY RESERVATION, THEN PROCEED SOUTHEAST ALONG
 NE0618'BRADY ST. FOR APPROXIMATELY 0.2 MI (0.3 KM) TO THE SECOND SECURITY
 NE0618'GATE, ON THE EAST SIDE OF BRADY ST, AT THE ENTRANCE TO THE BOATYARD
 NE0618'OCCUPIED BY THE U.S. CORPS OF ENGINEERS, THEN PROCEED APPROXIMATELY
 NE0618'0.15 MI (0.24 KM) NORTHEAST ALONG BOATYARD ROAD, MARK IS ON THE WEST
 NE0618'SIDE OF ROAD, BEING A BRONZE DISC SET VERTICALLY IN THE RIVER (SOUTH)
 NE0618'FACE OF A TWO-STORY BRICK BUILDING USED AS A GARAGE.
 NE0618
 NE0618                          STATION RECOVERY (2024)
 NE0618
 NE0618'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 NE0618'NOT RECOVERED.
 NE0618'
 NE0618'NOTE-SEARCHED FOR BUT NOT RECOVERED.
 NE0618'
 NE0618'NOTE-IT WAS REPORTED AT A LATER DATE THAT A NEW SIDING WAS PUT ON
 NE0618'COVERING THE BENCH MARK.  THE MARK IS STILL THERE BUT UNABLE TO LEVEL
 NE0618'TO IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0620 ***********************************************************************
 NE0620  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0620  DESIGNATION -  904 4036 TOWER
 NE0620  PID         -  NE0620
 NE0620  STATE/COUNTY-  MI/WAYNE
 NE0620  COUNTRY     -  US
 NE0620  USGS QUAD   -  DETROIT (2017)
 NE0620
 NE0620                         *CURRENT SURVEY CONTROL
 NE0620  ______________________________________________________________________
 NE0620* NAD 83(1986) POSITION- 42 17 52.9    (N) 083 05 39.4    (W)   HD_HELD2
 NE0620* NAVD 88 ORTHO HEIGHT -   177.347 (meters)      581.85  (feet) ADJUSTED
 NE0620  ______________________________________________________________________
 NE0620  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 NE0620  DYNAMIC HEIGHT  -        177.294 (meters)      581.67  (feet) COMP
 NE0620  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 NE0620
 NE0620  VERT ORDER      -  FIRST     CLASS 0
 NE0620
 NE0620.The horizontal coordinates were established by autonomous hand held GPS
 NE0620.observations and have an estimated accuracy of +/- 10 meters.
 NE0620
 NE0620.The orthometric height was determined by differential leveling and
 NE0620.adjusted by the NATIONAL GEODETIC SURVEY
 NE0620.in June 1991.
 NE0620
 NE0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0620.GEOID18 height accuracy estimate available here.
 NE0620
 NE0620.This Water Level Mark is designated as VM 12954
 NE0620.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0620
 NE0620.Click photographs - Photos may exist for this station.
 NE0620
 NE0620.The dynamic height is computed by dividing the NAVD 88
 NE0620.geopotential number by the normal gravity value computed on the
 NE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0620.degrees latitude (g = 980.6199 gals.).
 NE0620
 NE0620.The modeled gravity was interpolated from observed gravity values.
 NE0620
 NE0620;                    North         East    Units  Estimated Accuracy
 NE0620;SPC MI S     -    89,436.    4,104,917.      MT  (+/- 10 meters HH2 GPS)
 NE0620
 NE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2736484990(NAD 83)
 NE0620
 NE0620                          SUPERSEDED SURVEY CONTROL
 NE0620
 NE0620  NGVD 29 (11/26/84)  177.521  (m)          582.42   (f) ADJUSTED    1 0
 NE0620
 NE0620.Superseded values are not recommended for survey control.
 NE0620
 NE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0620.See file dsdata.pdf to determine how the superseded data were derived.
 NE0620
 NE0620_MARKER: Z = SEE DESCRIPTION
 NE0620_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0620_STAMPING: TOWER
 NE0620_MARK LOGO: NGS
 NE0620_PROJECTION: RECESSED 4 CENTIMETERS
 NE0620_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0620+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 NE0620_ROD/PIPE-DEPTH: 28.5 meters
 NE0620
 NE0620  HISTORY     - Date     Condition        Report By
 NE0620  HISTORY     - 1970     MONUMENTED       USLS
 NE0620  HISTORY     - 1970     GOOD             USLS
 NE0620  HISTORY     - 1980     GOOD             NGS
 NE0620  HISTORY     - 19941108 GOOD             NOS
 NE0620  HISTORY     - 20150812 GOOD             NGS
 NE0620  HISTORY     - 20211220 GOOD             MIDT
 NE0620  HISTORY     - 20241021 GOOD             CO-OPS
 NE0620
 NE0620                          STATION DESCRIPTION
 NE0620
 NE0620'DESCRIBED BY US LAKE SURVEY 1970
 NE0620'AT FT WAYNE MILITARY RES.
 NE0620'TOWER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0620'FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S. ARMY
 NE0620'ENGINEERS, 107.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF BOATYARD
 NE0620'OFFICE, 26.6 FEET NORTHERLY OF SOUTHEAST CORNER OF STORAGE AND
 NE0620'LOCKER BUILDING, 17.2 FEET NORTHWEST OF NORTHEAST CORNER OF
 NE0620'18 X 20 FOOT CONCRETE TOWER FOUNDATION, 7.0 FEET NORTH OF MOST
 NE0620'NORTHERLY LEG OF 60 FOOT TRIANGULAR SHAPE STEEL TOWER, 3.0 FEET
 NE0620'NORTHERLY OF NORTHWEST CORNER OF CONCRETE TOWER FOUNDATION,
 NE0620'1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 NE0620'A BRASS PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 NE0620'PIPE, 95 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 NE0620'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 NE0620'CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND SURFACE.
 NE0620'NOTE-- PREV DESK, BM TOWER 1970.
 NE0620
 NE0620                          STATION RECOVERY (1980)
 NE0620
 NE0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0620'IN DETROIT, ON THE PART OF FORT WAYNE MILITARY RESERVATION OCCUPIED
 NE0620'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 NE0620'ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0620'KILOMETER (0.05 MILE) NORTHEAST ALONG BOATYARD ROAD AT THE EAST
 NE0620'CORNER OF BUILDING 401, 59 METERS (196.5 FEET) SOUTHEAST OF THE
 NE0620'CENTER OF THE ROAD, 32.2 METERS (107.4 FEET) SOUTH OF THE SOUTH
 NE0620'CORNER OF OFFICE BUILDING 401, 5.3 METERS (17.2 FEET) NORTHWEST
 NE0620'OF THE WEST CORNER OF A 18 BY 20 FOOT CONCRETE FOUNDATION OF A
 NE0620'TOWER, 2.1 METERS (7.0 FEET) NORTHWEST OF THE WEST LEG OF A 60
 NE0620'FOOT STEEL TOWER AND IS THE HIGHEST POINT ON TOP OF A BRASS PLUG
 NE0620'ON TOP OF A 3/8 INCH GALVANIZED PIPE 95 FEET LONG, PROTECTED BY
 NE0620'A 6-INCH CONCRETE COVER WITH COVER 0.36 METER (1.0 FOOT)
 NE0620'BELOW GROUNG.
 NE0620'THE MARK IS 0.4 M BELOW GROUND.
 NE0620
 NE0620                          STATION RECOVERY (1994)
 NE0620
 NE0620'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0620'BM TOWER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0620'AT FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED BY THE U S
 NE0620'CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD
 NE0620'FROM THE MAIN GATE TO THE FORT, THENCE 0.08 KILOMETER (0.05 MI)
 NE0620'NORTHEAST ALONG BOATYARD ROAD AT THE EAST CORNER OF BUILDING 401, 59
 NE0620'METERS (193.6 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 32.2 METERS
 NE0620'(105.6 FT) SOUTH OF THE SOUTH CORNER OF OFFICE BUILDING 414, 8.1
 NE0620'METERS (26.6 FT) NORTH OF SOUTHEAST CORNER OF BUILDING 401, 5.3 METERS
 NE0620'(17.4 FT) WEST OF THE NORTHWEST CORNER OF A 18 BY 20 FOOT (6.1 M)
 NE0620'CONCRETE FOUNDATION OF A TOWER, 2.1 METERS (6.9 FT) NORTHWEST OF THE
 NE0620'NORTHWEST LEG OF A 60 FOOT (18.3 M) STEEL TOWER, 1.0 METERS (3.3 FT)
 NE0620'NORTH OF THE NORTHWEST CORNER OF TOWER FOUNDATION, AND IS THE HIGHEST
 NE0620'POINT ON TOP OF A BRASS PLUG ON TOP OF A 3/8 INCH GALVANIZED PIPE 95
 NE0620'FEET (29.0 M) LONG, 0.36 METER (1.18 FT) BELOW GROUND, ENCASED IN A
 NE0620'1-INCH GALVINAIZED STEEL PIPE, PROTECTED BY A 6-INCH CONCRETE PIPE
 NE0620'WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0620
 NE0620                          STATION RECOVERY (2015)
 NE0620
 NE0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015
 NE0620'TOWER AND ITS FOUNDATION HAVE BEEN REMOVED.  STATION IS 1.6 M EAST OF
 NE0620'
 NE0620'EAST WALL AND A WITNESS POST.
 NE0620
 NE0620                          STATION RECOVERY (2021)
 NE0620
 NE0620'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NE0620'RECOVERED IN GOOD CONDITION.
 NE0620
 NE0620                          STATION RECOVERY (2024)
 NE0620
 NE0620'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 NE0620'RECOVERED IN GOOD CONDITION.
 NE0620'
 NE0620'NOTE-THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 NE0620'WYANDOTTE, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF DEARBORN AND 3.4 MI (5.5
 NE0620'KM) SOUTHWEST OF DETROIT.
 NE0620'
 NE0620'IT IS 1.7 M (5.6 FT) NORTH OF THE NORTH FACE OF USACE BUILDING NUMBER
 NE0620'401.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0133 ***********************************************************************
 NE0133  DESIGNATION -  904 4049 D 1
 NE0133  PID         -  NE0133
 NE0133  STATE/COUNTY-  MI/WAYNE
 NE0133  COUNTRY     -  US
 NE0133  USGS QUAD   -  BELLE ISLE (2017)
 NE0133
 NE0133                         *CURRENT SURVEY CONTROL
 NE0133  ______________________________________________________________________
 NE0133* NAD 83(1986) POSITION- 42 21 36.     (N) 082 55 40.     (W)   SCALED
 NE0133* NAVD 88 ORTHO HEIGHT -   177.905 (meters)      583.68  (feet) ADJUSTED
 NE0133  ______________________________________________________________________
 NE0133  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0133  DYNAMIC HEIGHT  -        177.852 (meters)      583.50  (feet) COMP
 NE0133  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 NE0133
 NE0133  VERT ORDER      -  FIRST     CLASS 0
 NE0133
 NE0133.The horizontal coordinates were scaled from a map and have
 NE0133.an estimated accuracy of +/- 6 seconds.
 NE0133
 NE0133.The orthometric height was determined by differential leveling and
 NE0133.adjusted by the NATIONAL GEODETIC SURVEY
 NE0133.in June 1991.
 NE0133
 NE0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0133.GEOID18 height accuracy estimate available here.
 NE0133
 NE0133.Click photographs - Photos may exist for this station.
 NE0133
 NE0133.The dynamic height is computed by dividing the NAVD 88
 NE0133.geopotential number by the normal gravity value computed on the
 NE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0133.degrees latitude (g = 980.6199 gals.).
 NE0133
 NE0133.The modeled gravity was interpolated from observed gravity values.
 NE0133
 NE0133;                    North         East    Units  Estimated Accuracy
 NE0133;SPC MI S     -    96,540.    4,118,530.      MT  (+/- 180 meters Scaled)
 NE0133
 NE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412915(NAD 83)
 NE0133
 NE0133                          SUPERSEDED SURVEY CONTROL
 NE0133
 NE0133  NGVD 29 (11/26/84)  178.062  (m)          584.19   (f) ADJUSTED    1 0
 NE0133
 NE0133.Superseded values are not recommended for survey control.
 NE0133
 NE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0133.See file dsdata.pdf to determine how the superseded data were derived.
 NE0133
 NE0133_MARKER: DD = SURVEY DISK
 NE0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0133_SP_SET: BRIDGE ABUTMENT
 NE0133_STAMPING: D 1 1930
 NE0133_MARK LOGO: USLS
 NE0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0133+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0133
 NE0133  HISTORY     - Date     Condition        Report By
 NE0133  HISTORY     - 1930     MONUMENTED       USLS
 NE0133  HISTORY     - 1970     GOOD             USLS
 NE0133  HISTORY     - 1980     GOOD             NGS
 NE0133  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0133
 NE0133                          STATION DESCRIPTION
 NE0133
 NE0133'DESCRIBED BY US LAKE SURVEY 1970
 NE0133'AT GROSSE POINTE PARK.
 NE0133'D 1 IS AT GROSSE POINTE PARK, WAYNE COUNTY, MICHIGAN, AT WINDMILL
 NE0133'POINTE, NEAR THE FOOT OF ALTER ROAD, ON SOUTHWEST END OF BASE
 NE0133'OF SOUTHEAST GUARD RAIL OF BRIDGE OVER FOX CREEK, 1.9 FEET
 NE0133'FROM THE SOUTHWEST END, 0.5 FEET FROM THE SOUTHEAST FACE, BEING
 NE0133'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0133'CONCRETE.  NOTE-- PREV. DESIG. BM D 1 1930.
 NE0133
 NE0133                          STATION RECOVERY (1980)
 NE0133
 NE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0133'IN DETROIT, SET ATOP THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 NE0133'BANISTER OF THE ALTER STREET BRIDGE OVER FOX CREEK, 7.3 METERS
 NE0133'(24 FEET) SOUTHEAST CENTER OF ALTER STREET, 0.6 METERS (2.0 FEET)
 NE0133'NORTHEAST OF THE SOUTHWEST END OF BANISTER.
 NE0133'THE MARK IS 1.0 M ABOVE ALTER STREET.
 NE0133
 NE0133                          STATION RECOVERY (1993)
 NE0133
 NE0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0134 ***********************************************************************
 NE0134  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0134  DESIGNATION -  904 4049 D 2
 NE0134  PID         -  NE0134
 NE0134  STATE/COUNTY-  MI/WAYNE
 NE0134  COUNTRY     -  US
 NE0134  USGS QUAD   -  BELLE ISLE (2017)
 NE0134
 NE0134                         *CURRENT SURVEY CONTROL
 NE0134  ______________________________________________________________________
 NE0134* NAD 83(1986) POSITION- 42 21 28.2    (N) 082 55 47.7    (W)   HD_HELD2
 NE0134* NAVD 88 ORTHO HEIGHT -   177.833 (meters)      583.44  (feet) ADJUSTED
 NE0134  ______________________________________________________________________
 NE0134  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0134  DYNAMIC HEIGHT  -        177.780 (meters)      583.27  (feet) COMP
 NE0134  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 NE0134
 NE0134  VERT ORDER      -  FIRST     CLASS 0
 NE0134
 NE0134.The horizontal coordinates were established by autonomous hand held GPS
 NE0134.observations and have an estimated accuracy of +/- 10 meters.
 NE0134
 NE0134.The orthometric height was determined by differential leveling and
 NE0134.adjusted by the NATIONAL GEODETIC SURVEY
 NE0134.in June 1991.
 NE0134
 NE0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0134.GEOID18 height accuracy estimate available here.
 NE0134
 NE0134.This Water Level Mark is designated as VM 12963
 NE0134.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0134
 NE0134.Click photographs - Photos may exist for this station.
 NE0134
 NE0134.The dynamic height is computed by dividing the NAVD 88
 NE0134.geopotential number by the normal gravity value computed on the
 NE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0134.degrees latitude (g = 980.6199 gals.).
 NE0134
 NE0134.The modeled gravity was interpolated from observed gravity values.
 NE0134
 NE0134;                    North         East    Units  Estimated Accuracy
 NE0134;SPC MI S     -    96,296.    4,118,355.      MT  (+/- 10 meters HH2 GPS)
 NE0134
 NE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4106491311(NAD 83)
 NE0134
 NE0134                          SUPERSEDED SURVEY CONTROL
 NE0134
 NE0134  NGVD 29 (11/26/84)  177.988  (m)          583.95   (f) ADJUSTED    1 0
 NE0134
 NE0134.Superseded values are not recommended for survey control.
 NE0134
 NE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0134.See file dsdata.pdf to determine how the superseded data were derived.
 NE0134
 NE0134_MARKER: DD = SURVEY DISK
 NE0134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0134_SP_SET: BRIDGE GUARDRAIL
 NE0134_STAMPING: D-2
 NE0134_MARK LOGO: USLS
 NE0134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0134+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0134
 NE0134  HISTORY     - Date     Condition        Report By
 NE0134  HISTORY     - 1930     MONUMENTED       USLS
 NE0134  HISTORY     - 1970     GOOD             USLS
 NE0134  HISTORY     - 1980     GOOD             NGS
 NE0134  HISTORY     - 19931030 GOOD             LOCENG
 NE0134  HISTORY     - 19941107 GOOD             NOS
 NE0134  HISTORY     - 19951107 GOOD             NOS
 NE0134  HISTORY     - 19981212 GOOD             USPSQD
 NE0134
 NE0134                          STATION DESCRIPTION
 NE0134
 NE0134'DESCRIBED BY US LAKE SURVEY 1970
 NE0134'AT DETROIT.
 NE0134'D 2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINTE, ON
 NE0134'THE NORTHWEST SIDE OF RIVERSIDE STREET, ABOUT 750 FEET SOUTHWEST
 NE0134'OF ALTER ROAD, ON NORTHEAST END OF CONCRETE BASE OF NORTHWEST
 NE0134'GUARD RAIL OF BRIDGE, 2.4 FEET FROM THE NORTHEAST END, 0.2 FEET
 NE0134'FROM THE SOUTHEAST FACE, BEING HIGHEST POINT OVER CROSS AT
 NE0134'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 NE0134'BM D 2 1930.
 NE0134
 NE0134                          STATION RECOVERY (1980)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0134'IN DETROIT, 0.32 KM. (0.2 MILE) SOUTHWEST ALONG RIVERSIDE DRIVE FROM
 NE0134'THE SOUTHWEST END OF A BRIDGE OVER FOX CREEK, SET IN THE NORTHEAST END
 NE0134'OF THE NORTHWEST CONCRETE BANNISTER OF A BRIDGE OVER A SMALL CREEK,
 NE0134'5.2 METERS (17 FEET) NORTHWEST OF THE NORTHEAST END OF THE BANNISTER.
 NE0134'THE MARK IS 0.9 M ABOVE DRIVE.
 NE0134
 NE0134                          STATION RECOVERY (1993)
 NE0134
 NE0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0134'RECOVERED IN GOOD CONDITION.  TO REACH STATION FROM THE INTERSECTION
 NE0134'OF JEFFERSON AVE. AND ALTER ROAD HEAD SOUTH ON ALTER ROAD.  ALTER ROAD
 NE0134'MAKES A 90 DEGREE BEND TO THE SOUTH GOES OVER A BRIDGE OVER FOX CREEK
 NE0134'AND RENAMED TO  RIVERSIDE DRIVE.  GO APPROXIMATELY 600 METERS (1968.5
 NE0134'FT) AND THE STATION IS ON THE RIGHT ON THE NORTHWEST ABUTMENT OF A
 NE0134'SMALL BRIDGE.
 NE0134
 NE0134                          STATION RECOVERY (1994)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0134'D 2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINTE, ON THE
 NE0134'NORTHWEST SIDE OF RIVERSIDE STREET, 0.32 KM.SOUTHWEST ALONG RIVERSIDE
 NE0134'DRIVE FROM THE SOUTHWEST END OF A BRIDGE OVER FOX CREEK, ABOUT 750
 NE0134'FEET (228.6 M) SOUTHWEST OF ALTER ROAD, ON NORTHEAST END OF CONCRETE
 NE0134'BASE OF NORTHWEST GUARD RAIL OF BRIDGE, 16.0 FEET (4.9 M) NORTH OF THE
 NE0134'CENTER OF THE BRIDGE ON RIVERSIDE DRIVE, 2.4 FEET (0.7 M) SOUTHWEST
 NE0134'FROM THE NORTHEAST END, 0.2 FEET (6.1 CM) FROM THE SOUTHEAST FACE,
 NE0134'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0134'CONCRETE.  NOTE-- PREV.  DESIG.  BM D 2 1930.
 NE0134
 NE0134                          STATION RECOVERY (1995)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0134'D-2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINT, ON THE
 NE0134'NORTHWEST SIDE OF RIVERSIDE STREET, 0.32 KM.  (0.20 MI) SOUTHWEST
 NE0134'ALONG RIVERSIDE DRIVE FROM THE SOUTHWEST END OF A BRIDGE OVER FOX
 NE0134'CREEK, ABOUT 750 FT (228.6 M) SOUTHWEST OF ALTER ROAD, ON THE
 NE0134'NORTHEAST END OF THE CONCRETE BASE OF THE NORTHWEST GUARD RAIL OF THE
 NE0134'BRIDGE, 16.0 FT (4.9 M) NORTH OF THE COENTER OF THE BRIDGE, 2.4 FT
 NE0134'(0.7 M) SOUTHWEST FROM THE NORTHEAST END OF THE BRIDGE, 0.2 FT (6.1
 NE0134'CM) FROM THE SOUTHEAST FACE, BEING THE HIGHEST POINT OVER CROSS AT
 NE0134'CENTER OF THE BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG D
 NE0134'2 1930
 NE0134
 NE0134                          STATION RECOVERY (1998)
 NE0134
 NE0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0137 ***********************************************************************
 NE0137  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0137  DESIGNATION -  904 4049 DWELLING
 NE0137  PID         -  NE0137
 NE0137  STATE/COUNTY-  MI/WAYNE
 NE0137  COUNTRY     -  US
 NE0137  USGS QUAD   -  BELLE ISLE (2017)
 NE0137
 NE0137                         *CURRENT SURVEY CONTROL
 NE0137  ______________________________________________________________________
 NE0137* NAD 83(1986) POSITION- 42 21 28.2    (N) 082 55 47.7    (W)   HD_HELD2
 NE0137* NAVD 88 ORTHO HEIGHT -   176.180 (meters)      578.02  (feet) ADJUSTED
 NE0137  ______________________________________________________________________
 NE0137  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0137  DYNAMIC HEIGHT  -        176.128 (meters)      577.85  (feet) COMP
 NE0137  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NE0137
 NE0137  VERT ORDER      -  SECOND    CLASS I
 NE0137
 NE0137.The horizontal coordinates were established by autonomous hand held GPS
 NE0137.observations and have an estimated accuracy of +/- 10 meters.
 NE0137
 NE0137.The orthometric height was determined by differential leveling and
 NE0137.adjusted by the NATIONAL GEODETIC SURVEY
 NE0137.in March 2021.
 NE0137
 NE0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0137.GEOID18 height accuracy estimate available here.
 NE0137
 NE0137.This Water Level Mark is designated as VM 12960
 NE0137.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0137
 NE0137.Click photographs - Photos may exist for this station.
 NE0137
 NE0137.The dynamic height is computed by dividing the NAVD 88
 NE0137.geopotential number by the normal gravity value computed on the
 NE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0137.degrees latitude (g = 980.6199 gals.).
 NE0137
 NE0137.The modeled gravity was interpolated from observed gravity values.
 NE0137
 NE0137;                    North         East    Units  Estimated Accuracy
 NE0137;SPC MI S     -    96,296.    4,118,355.      MT  (+/- 10 meters HH2 GPS)
 NE0137
 NE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4106491311(NAD 83)
 NE0137
 NE0137                          SUPERSEDED SURVEY CONTROL
 NE0137
 NE0137  NAVD 88 (10/03/96)  176.177  (m)          578.01   (f) SUPERSEDED  1 0
 NE0137  NAVD 88 (06/15/91)  176.174  (m)          578.00   (f) SUPERSEDED  1 0
 NE0137  NGVD 29 (11/26/84)  176.328  (m)          578.50   (f) ADJUSTED    1 0
 NE0137
 NE0137.Superseded values are not recommended for survey control.
 NE0137
 NE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0137.See file dsdata.pdf to determine how the superseded data were derived.
 NE0137
 NE0137_MARKER: Z = SEE DESCRIPTION
 NE0137_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0137_STAMPING: DWELLING
 NE0137_MARK LOGO: NGS
 NE0137_PROJECTION: RECESSED 30 CENTIMETERS
 NE0137_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0137+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 NE0137_ROD/PIPE-DEPTH: 7.7 meters
 NE0137
 NE0137  HISTORY     - Date     Condition        Report By
 NE0137  HISTORY     - 1970     MONUMENTED       USLS
 NE0137  HISTORY     - 1970     GOOD             USLS
 NE0137  HISTORY     - 1980     GOOD             NGS
 NE0137  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0137  HISTORY     - 19941107 GOOD             NOS
 NE0137  HISTORY     - 19951107 GOOD             NOS
 NE0137  HISTORY     - 20181103 GOOD             NOS
 NE0137
 NE0137                          STATION DESCRIPTION
 NE0137
 NE0137'DESCRIBED BY US LAKE SURVEY 1970
 NE0137'AT DETROIT.
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF
 NE0137'ALTER ROAD, ON PROPERTY OF U.S. PUBLIC SERVICE HOSPITAL, NO. 14700
 NE0137'RIVERSIDE DRIVE, 54.1 FEET NORTH OF NORTHERLY CORNER OF U.S.
 NE0137'LAKE SURVEY GAGE HOUSE, 29.7 FEET NORTHEAST OF A METAL LAMP
 NE0137'POST, 28.4 FEET NORTHEAST OF MOST NORTHERLY MAPLE OF TWO, 17.2
 NE0137'FEET SOUTHWEST OF INTERSECTION OF WESTERLY CORNER OF PORCH AND
 NE0137'DWELLING, 10.0 FEET SOUTHEAST OF SOUTHERLY CORNER AND IN LINE
 NE0137'WITH SOUTHWEST FACE OF DWELLING NO. 7, 1-1/2 FEET BELOW THE
 NE0137'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL
 NE0137'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 25
 NE0137'FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE
 NE0137'AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE
 NE0137'WITH COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG.
 NE0137'BM DWELLING 1970.
 NE0137
 NE0137                          STATION RECOVERY (1980)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0137'IN DETROIT,(AREA KNOWN AS WINDMILL POINT) NEAR THE FOOT OF ALTER
 NE0137'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0137'NEAR THE SOUTH CORNER OF THE PROPERTY, 16.5 METERS (54.1 FEET)
 NE0137'NORTH-NORTHWEST OF THE NORTH CORNER OF A GAGE HOUSE, 9.0 METERS
 NE0137'(29.7 FEET) NORTH-NORTHWEST OF THE SOUTH CORNER OF AN ABONDONED BRICK
 NE0137'BUILDING, ACCESS TO THIS MARK MAY BE OBTAINED BY LIFTING A SIX-INCH
 NE0137'CONCRETE COVER--NOTE THIS IS A GEODETIC SURVEY OF CANADA PERMANENT
 NE0137'BENCH MARK.
 NE0137'THE MARK IS 0.2 M BELOW GROUND.
 NE0137
 NE0137                          STATION RECOVERY (1993)
 NE0137
 NE0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0137'MARK NOT FOUND.
 NE0137
 NE0137                          STATION RECOVERY (1994)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0137'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0137'PROPERTY OF U.S.  PUBLIC SERVICE HOSPITAL, NO.  14700 RIVERSIDE DRIVE,
 NE0137'71.0 FEET (21.6 M) NORTH NORTHWEST OF BULKHEAD RUNNING NORTHEAST AND
 NE0137'SOUTHWEST, 55.1 FEET (16.8 M) NORTH OF NORTHERLY CORNER OF NOS GAUGE
 NE0137'HOUSE, 29.2 FEET (8.9 M) EAST OF MOST NORTHERN OF TWO MAPLE TREES,
 NE0137'1-1/2 FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0137'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 NE0137'PIPE, 25 FEET (7.6 M) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 NE0137'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 NE0137'PIPE WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0137
 NE0137                          STATION RECOVERY (1995)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0137'ROAD, AT THE SOUTH-SOUTHWEST CORNER OF MARINERS PARK, ON THE FORMER
 NE0137'PROPERTY OF THE US PUBLIC SERVICE HOSPITAL, NO 14700 RIVERSIDE DRIVE,
 NE0137'71.0 FT (21.6 M) NORTH-NORTHWST OF THE BULKHEAD RUNNING NORTHEAT AND
 NE0137'SOUTHWEST, 55.1 FT (16.8 M) NORTH OF THE NORTHERLY CORNER OF THE NOS
 NE0137'GAGE HOUSE, 29.2 FT (8.9 M) EAST OF THE MOST NORTHERN OF TWO MAPLE
 NE0137'TREES, 1-1/2 FT BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP
 NE0137'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER GALVANIZED
 NE0137'STEEL PIPE, 25 FT (7.6 M) LONG.  THE PIPE IS ENCASED IN A 1 INCH
 NE0137'DIAMETER CONCRETE PIPE.  THE MARK IS PROTECTED BY A 5 INCH PVC PIPE
 NE0137'AND CONCRETE KICKBLOCK WITH AN ALUMINUM ACCESS COVER WHICH IS FLUSH
 NE0137'WITH THE GROUND, STAMPED DWELLING.
 NE0137
 NE0137                          STATION RECOVERY (2018)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 NE0137'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF
 NE0137'HIGHLAND PARK, 6.2 MI (10.0 KM) EAST-NORTHEAST OF DETROIT AND 2.2 MI
 NE0137'(3.5 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 NE0137'
 NE0137'TO REACH IN DETROIT FROM THE INTERSECTION OF JEFFERSON E AND ALTER
 NE0137'ROAD, PROCEED EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO THE MARINER
 NE0137'CITY PARK AND WINDMILL POINT LIGHTHOUSE DRIVE, AT THE SOUTH-SOUTHWEST
 NE0137'CORNER OF MARINERS PARK, ON THE FORMER PROPERTY OF THE U.S. PUBLIC
 NE0137'SERVICE HOSPITAL, NO 14700 RIVERSIDE DRIVE, BEING THE HIGHEST POINT ON
 NE0137'TOP OF A GALVANIZED STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER
 NE0137'GALVANIZED STEEL ROD DRIVEN 7.7 M (25.3 FT) LONG.  THE 3/8 INCH ROD IS
 NE0137'ENCASED IN A 1 INCH DIAMETER GALVANIZED STEEL PIPE FILLED WITH OIL.
 NE0137'THE MARK IS PROTECTED BY A CONCRETE KICKBLOCK WITH A 5 INCH PVC PIPE
 NE0137'INSERTED WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0137'
 NE0137'IT IS 21.65 M (71.0 FT) NORTH-NORTHWST OF THE BULKHEAD RUNNING
 NE0137'NORTHEAST AND SOUTHWEST, 16.84 M (55.2 FT) NORTH OF THE NORTHERLY
 NE0137'CORNER OF THE NOS GAUGE HOUSE, 9.02 M (29.6 FT) WEST-SOUTHWEST OF THE
 NE0137'CENTERLINE OF NEW ENTRANCE DRIVE AS IT RUNS INTO THE PARKING LOT AREA,
 NE0137'8.94 M (29.3 FT) EAST OF THE MOST NORTHERN OF TWO MAPLE TREES, 4.00 M
 NE0137'(13.1 FT) WEST-SOUTHWEST OF ORNAMENTAL WOOD FENCE ALONG PARKING LOT,
 NE0137'1-1/2 FT (0.5 M) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9382 ***********************************************************************
 AA9382  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA9382  DESIGNATION -  904 4049 J
 AA9382  PID         -  AA9382
 AA9382  STATE/COUNTY-  MI/WAYNE
 AA9382  COUNTRY     -  US
 AA9382  USGS QUAD   -  BELLE ISLE (2017)
 AA9382
 AA9382                         *CURRENT SURVEY CONTROL
 AA9382  ______________________________________________________________________
 AA9382* NAD 83(1986) POSITION- 42 21 39.33   (N) 082 55 49.59   (W)   HD_HELD1
 AA9382* NAVD 88 ORTHO HEIGHT -   177.384 (meters)      581.97  (feet) ADJUSTED
 AA9382  ______________________________________________________________________
 AA9382  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 AA9382  DYNAMIC HEIGHT  -        177.332 (meters)      581.80  (feet) COMP
 AA9382  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 AA9382
 AA9382  VERT ORDER      -  SECOND    CLASS I
 AA9382
 AA9382.The horizontal coordinates were determined by differentially corrected
 AA9382.hand held GPS observations or other comparable positioning techniques
 AA9382.and have an estimated accuracy of +/- 3 meters.
 AA9382
 AA9382.The orthometric height was determined by differential leveling and
 AA9382.adjusted by the NATIONAL GEODETIC SURVEY
 AA9382.in October 1996.
 AA9382
 AA9382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9382.GEOID18 height accuracy estimate available here.
 AA9382
 AA9382.This Water Level Mark is designated as VM 12964
 AA9382.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA9382
 AA9382.Click photographs - Photos may exist for this station.
 AA9382
 AA9382.The dynamic height is computed by dividing the NAVD 88
 AA9382.geopotential number by the normal gravity value computed on the
 AA9382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9382.degrees latitude (g = 980.6199 gals.).
 AA9382
 AA9382.The modeled gravity was interpolated from observed gravity values.
 AA9382
 AA9382;                    North         East    Units  Estimated Accuracy
 AA9382;SPC MI S     -    96,638.8   4,118,305.7     MT  (+/- 3 meters HH1 GPS) 
 AA9382
 AA9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4102991655(NAD 83)
 AA9382
 AA9382                          SUPERSEDED SURVEY CONTROL
 AA9382
 AA9382.No superseded survey control is available for this station.
 AA9382
 AA9382_MARKER: DB = BENCH MARK DISK
 AA9382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9382_SP_SET: BRIDGE RETAINING WALL
 AA9382_STAMPING: 4049 J 1987
 AA9382_MARK LOGO: NOS
 AA9382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9382+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 AA9382
 AA9382  HISTORY     - Date     Condition        Report By
 AA9382  HISTORY     - 1987     MONUMENTED       NOS
 AA9382  HISTORY     - 19941107 GOOD             NOS
 AA9382  HISTORY     - 19951107 GOOD             NOS
 AA9382  HISTORY     - 20181103 GOOD             NOS
 AA9382
 AA9382                          STATION DESCRIPTION
 AA9382
 AA9382'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9382'4049 J IS AT WINDMILL POINTE PARK, AT THE INTERSECTION OF KLENK ST.
 AA9382'AND ALTER ROAD, IN THE TOP OF NORTHERN MOST CORNER OF RETAINING WALL
 AA9382'FOR BRIDGE OVER FOX CREEK, 26.0 FEET (7.9 M) WEST OF THE CENTER LINE
 AA9382'OF ALTER ROAD, 19.1 FEET (5.8 M) NORTH OF THE CENTER LINE OF KLENK
 AA9382'ST., 2.7 FEET (0.8 M) SOUTHWEST OF THE NORTHERN MOST CORNER OF WALL,
 AA9382'2.3 FEET (0.7 M) ABOVE THE LEVEL OF THE SIDEWALK.
 AA9382
 AA9382                          STATION RECOVERY (1995)
 AA9382
 AA9382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9382'4049 J IS AT WINDMILL POINTE PARK, AT THE INTERSECTION OF KLENK ST.
 AA9382'AND ALTER ROAD, IN THE TOP OF NORTHERN MOST CORNER OF RETAINING WALL
 AA9382'FOR BRIDGE OVER FOX CREEK, 26.0 FEET (7.9 M) WEST OF THE CENTER LINE
 AA9382'OF ALTER ROAD, 19.1 FEET (5.8 M) NORTH OF THE CENTER LINE OF KLENK
 AA9382'ST., 2.7 FEET (0.8 M) SOUTHWEST OF THE NORTHERN MOST CORNER OF WALL,
 AA9382'2.3 FEET (0.7 M) ABOVE THE LEVEL OF THE SIDEWALK.
 AA9382
 AA9382                          STATION RECOVERY (2018)
 AA9382
 AA9382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AA9382'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF
 AA9382'HIGHLAND PARK, 6.3 MI (10.1 KM) EAST-NORTHEAST OF DETROIT AND 2.0 MI
 AA9382'(3.2 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 AA9382'
 AA9382'TO REACH IN DETROIT FROM THE INTERSECTION OF JEFFERSON E AND ALTER
 AA9382'ROAD, PROCEED EAST ON ALTER ROAD FOR 1.77 KM (1.10 MI), SET ON THE
 AA9382'SOUTH SIDE OF ALTER ROAD AND IS AT AT THE INTERSECTION OF KLENK ST.
 AA9382'AND ALTER ROAD, IN THE TOP OF NORTHERN MOST CORNER OF RETAINING WALL
 AA9382'FOR BRIDGE OVER FOX CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA9381 ***********************************************************************
 AA9381  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA9381  DESIGNATION -  904 4049 K
 AA9381  PID         -  AA9381
 AA9381  STATE/COUNTY-  MI/WAYNE
 AA9381  COUNTRY     -  US
 AA9381  USGS QUAD   -  BELLE ISLE (2017)
 AA9381
 AA9381                         *CURRENT SURVEY CONTROL
 AA9381  ______________________________________________________________________
 AA9381* NAD 83(1986) POSITION- 42 21 33.4    (N) 082 55 51.0    (W)   HD_HELD2
 AA9381* NAVD 88 ORTHO HEIGHT -   176.240 (meters)      578.21  (feet) ADJUSTED
 AA9381  ______________________________________________________________________
 AA9381  GEOID HEIGHT    -        -34.614 (meters)                     GEOID18
 AA9381  DYNAMIC HEIGHT  -        176.188 (meters)      578.04  (feet) COMP
 AA9381  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 AA9381
 AA9381  VERT ORDER      -  SECOND    CLASS I
 AA9381
 AA9381.The horizontal coordinates were established by autonomous hand held GPS
 AA9381.observations and have an estimated accuracy of +/- 10 meters.
 AA9381
 AA9381.The orthometric height was determined by differential leveling and
 AA9381.adjusted by the NATIONAL GEODETIC SURVEY
 AA9381.in October 1996.
 AA9381
 AA9381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9381.GEOID18 height accuracy estimate available here.
 AA9381
 AA9381.This Water Level Mark is designated as VM 12962
 AA9381.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA9381
 AA9381.Click photographs - Photos may exist for this station.
 AA9381
 AA9381.The dynamic height is computed by dividing the NAVD 88
 AA9381.geopotential number by the normal gravity value computed on the
 AA9381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9381.degrees latitude (g = 980.6199 gals.).
 AA9381
 AA9381.The modeled gravity was interpolated from observed gravity values.
 AA9381
 AA9381;                    North         East    Units  Estimated Accuracy
 AA9381;SPC MI S     -    96,455.    4,118,277.      MT  (+/- 10 meters HH2 GPS)
 AA9381
 AA9381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4099291473(NAD 83)
 AA9381
 AA9381                          SUPERSEDED SURVEY CONTROL
 AA9381
 AA9381.No superseded survey control is available for this station.
 AA9381
 AA9381_MARKER: F = FLANGE-ENCASED ROD
 AA9381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9381_STAMPING: 4049 K 1989
 AA9381_MARK LOGO: NGS
 AA9381_PROJECTION: RECESSED 9 CENTIMETERS
 AA9381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9381+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 AA9381_ROD/PIPE-DEPTH: 11.0 meters
 AA9381
 AA9381  HISTORY     - Date     Condition        Report By
 AA9381  HISTORY     - 1989     MONUMENTED       NOS
 AA9381  HISTORY     - 19941107 GOOD             NOS
 AA9381  HISTORY     - 19951107 GOOD             NOS
 AA9381  HISTORY     - 20181103 GOOD             NOS
 AA9381
 AA9381                          STATION DESCRIPTION
 AA9381
 AA9381'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9381'4049 K IS LOCATED AT MARINERS PARK, NEAR THE FOOT OF ALTER ROAD, NO.
 AA9381'14700 RIVERSIDE DRIVE, 157.2 FEET (47.9 M) SOUTH SOUTHEAST OF THE
 AA9381'CENTER LINE OF RIVERSIDE DRIVE, 27.2 FEET (8.3 M) EAST NORTHEAST OF A
 AA9381'LIGHT POLE, 21.3 FEET (6.5 M) WEST NORTHWEST OF A 14 INCH BEECH TREE
 AA9381'AND IS 0.3 FEET (9.1 CM) BELOW GROUND, A STAINLESS STEEL ROD DRIVEN
 AA9381'36.0 FEET (11.0 M) TO REFUSAL AND PROTECTED BY A 6 INCH DIAMETER PVC
 AA9381'PIPE WITH ALUMINUM ACCESS COVER FLUSH WITH GROUND.
 AA9381
 AA9381                          STATION RECOVERY (1995)
 AA9381
 AA9381'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9381'RECOVERED AS DESCRIBED.
 AA9381
 AA9381                          STATION RECOVERY (2018)
 AA9381
 AA9381'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AA9381'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF
 AA9381'HIGHLAND PARK, 6.2 MI (10.0 KM) EAST-NORTHEAST OF DETROIT AND 2.1 MI
 AA9381'(3.4 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 AA9381'
 AA9381'TO REACH IN DETROIT FROM THE INTERSECTION OF JEFFERSON E AND ALTER
 AA9381'ROAD, PROCEED EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO THE MARINERS
 AA9381'CITY PARK, THE BENCH MARK IS SET LOCATED AT MARINERS PARK.
 AA9381'
 AA9381'IT IS 12.44 M (40.8 FT) WEST OF THE CENTERLINE OF THE PARK DRIVEWAY,
 AA9381'9.05 M (29.7 FT) EAST OF A CHAIN LINK FENCE RUNNING NORTH AND SOUTH,
 AA9381'7.7 M (25.3 FT) EAST-NORTHEAST OF POWER POLE 5-35 AND IS 0.27 M (0.9
 AA9381'FT) BELOW GROUND AND 0.50 M (1.6 FT) SOUTH EAST OF NEW WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR2688 ***********************************************************************
 DR2688  DESIGNATION -  904 4049 L
 DR2688  PID         -  DR2688
 DR2688  STATE/COUNTY-  MI/WAYNE
 DR2688  COUNTRY     -  US
 DR2688  USGS QUAD   -  BELLE ISLE (2017)
 DR2688
 DR2688                         *CURRENT SURVEY CONTROL
 DR2688  ______________________________________________________________________
 DR2688* NAD 83(1986) POSITION- 42 21 31.1    (N) 082 55 50.1    (W)   HD_HELD2
 DR2688* NAVD 88 ORTHO HEIGHT -   176.370 (meters)      578.64  (feet) ADJUSTED
 DR2688  ______________________________________________________________________
 DR2688  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 DR2688  DYNAMIC HEIGHT  -        176.318 (meters)      578.47  (feet) COMP
 DR2688  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 DR2688
 DR2688  VERT ORDER      -  SECOND    CLASS I
 DR2688
 DR2688.The horizontal coordinates were established by autonomous hand held GPS
 DR2688.observations and have an estimated accuracy of +/- 10 meters.
 DR2688
 DR2688.The orthometric height was determined by differential leveling and
 DR2688.adjusted by the NATIONAL GEODETIC SURVEY
 DR2688.in March 2021.
 DR2688
 DR2688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2688.GEOID18 height accuracy estimate available here.
 DR2688
 DR2688.Click photographs - Photos may exist for this station.
 DR2688
 DR2688.The dynamic height is computed by dividing the NAVD 88
 DR2688.geopotential number by the normal gravity value computed on the
 DR2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2688.degrees latitude (g = 980.6199 gals.).
 DR2688
 DR2688.The modeled gravity was interpolated from observed gravity values.
 DR2688
 DR2688;                    North         East    Units  Estimated Accuracy
 DR2688;SPC MI S     -    96,385.    4,118,298.      MT  (+/- 10 meters HH2 GPS)
 DR2688
 DR2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4101191401(NAD 83)
 DR2688
 DR2688                          SUPERSEDED SURVEY CONTROL
 DR2688
 DR2688.No superseded survey control is available for this station.
 DR2688
 DR2688_MARKER: F = FLANGE-ENCASED ROD
 DR2688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR2688_STAMPING: 4049 L 1998
 DR2688_MARK LOGO: NGS
 DR2688_PROJECTION: FLUSH
 DR2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR2688+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 DR2688_ROD/PIPE-DEPTH: 23.8 meters
 DR2688_SLEEVE-DEPTH  : 1.2 meters
 DR2688
 DR2688  HISTORY     - Date     Condition        Report By
 DR2688  HISTORY     - 19981116 MONUMENTED       NOS
 DR2688  HISTORY     - 20181103 GOOD             NOS
 DR2688
 DR2688                          STATION DESCRIPTION
 DR2688
 DR2688'DESCRIBED BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DR2688'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF
 DR2688'HIGHLAND PARK, 6.2 MI (10.0 KM) EAST-NORTHEAST OF DETROIT AND 2.1 MI
 DR2688'(3.4 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 DR2688'
 DR2688'TO REACH FROM THE INTERSECTION OF JEFFERSON E AND ALTER ROAD, PROCEED
 DR2688'EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO THE MARINERS CITY PARK,
 DR2688'SET AT THE SOUTHWEST SIDE OF MARINERS PARK, ON THE FORMER PROPERTY OF
 DR2688'THE US PUBLIC SERVICE HOSPITAL, AT 14700 RIVERSIDE DRIVE, A STAINLESS
 DR2688'STEEL ROD DRIVEN 23.8 M (78.1 FT) TO REFUSAL ENCASED IN A 1.2 M (3.9
 DR2688'FT) GREASED SLEEVE.
 DR2688'
 DR2688'IT IS 121.4 M (398.3 FT) SOUTHWEST OF THE CENTERLINE OF RIVERSIDE
 DR2688'DRIVE, 108.8 M (357.0 FT) WEST-NORTHWEST OF BENCH MARK 'DWELLING',
 DR2688'73.5 M (241.1 FT) EAST-SOUTHEAST OF BENCH MARK '4049 K', 15.65 M (51.3
 DR2688'FT) WEST OF THE CENTERLINE OF A GRAVEL DRIVE RUNNING NORTH AND SOUTH,
 DR2688'5.3 M (17.4 FT) NORTH-NORTHEAST OF CHAIN LINK FENCE RUNNING NORTH AND
 DR2688'SOUTH, 4.65 M (15.3 FT) EAST OF EAST FACE OF POWER POLE NUMBER 35-5.
 DR2688'
 DR2688'NOTE-ACCESS IS HAD THROUGH A 5 INCH DIAMETER PVC PIPE WITH ALUMINUM
 DR2688'ACCESS COVER FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0132 ***********************************************************************
 NE0132  DESIGNATION -  904 4049 LAUNDRY USLS
 NE0132  PID         -  NE0132
 NE0132  STATE/COUNTY-  MI/WAYNE
 NE0132  COUNTRY     -  US
 NE0132  USGS QUAD   -  BELLE ISLE (2017)
 NE0132
 NE0132                         *CURRENT SURVEY CONTROL
 NE0132  ______________________________________________________________________
 NE0132* NAD 83(1986) POSITION- 42 21 34.     (N) 082 55 41.     (W)   SCALED
 NE0132* NAVD 88 ORTHO HEIGHT -   176.983 (meters)      580.65  (feet) ADJUSTED
 NE0132  ______________________________________________________________________
 NE0132  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0132  DYNAMIC HEIGHT  -        176.931 (meters)      580.48  (feet) COMP
 NE0132  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 NE0132
 NE0132  VERT ORDER      -  FIRST     CLASS 0
 NE0132
 NE0132.The horizontal coordinates were scaled from a map and have
 NE0132.an estimated accuracy of +/- 6 seconds.
 NE0132
 NE0132.The orthometric height was determined by differential leveling and
 NE0132.adjusted by the NATIONAL GEODETIC SURVEY
 NE0132.in June 1991.
 NE0132
 NE0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0132.GEOID18 height accuracy estimate available here.
 NE0132
 NE0132.Click photographs - Photos may exist for this station.
 NE0132
 NE0132.The dynamic height is computed by dividing the NAVD 88
 NE0132.geopotential number by the normal gravity value computed on the
 NE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0132.degrees latitude (g = 980.6199 gals.).
 NE0132
 NE0132.The modeled gravity was interpolated from observed gravity values.
 NE0132
 NE0132;                    North         East    Units  Estimated Accuracy
 NE0132;SPC MI S     -    96,480.    4,118,510.      MT  (+/- 180 meters Scaled)
 NE0132
 NE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412914(NAD 83)
 NE0132
 NE0132                          SUPERSEDED SURVEY CONTROL
 NE0132
 NE0132  NGVD 29 (11/26/84)  177.138  (m)          581.16   (f) ADJUSTED    1 0
 NE0132
 NE0132.Superseded values are not recommended for survey control.
 NE0132
 NE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0132.See file dsdata.pdf to determine how the superseded data were derived.
 NE0132
 NE0132_MARKER: Z = SEE DESCRIPTION
 NE0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0132_SP_SET: WATER TABLE
 NE0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0132
 NE0132  HISTORY     - Date     Condition        Report By
 NE0132  HISTORY     - 1963     MONUMENTED       USLS
 NE0132  HISTORY     - 1970     GOOD             USLS
 NE0132  HISTORY     - 1980     GOOD             NGS
 NE0132  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0132
 NE0132                          STATION DESCRIPTION
 NE0132
 NE0132'DESCRIBED BY US LAKE SURVEY 1970
 NE0132'AT DETROIT.
 NE0132'LAUNDRY IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0132'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0132'ABOUT 160 FEET SOUTH OF CENTERLINE OF RIVERSIDE DRIVE, ABOUT
 NE0132'90 FEET WEST OF CENTERLINE AT FOX CREEK, AT NORTHWEST CORNER
 NE0132'OF LAUNDRY BUILDING, 1.7 FEET ABOVE THE GROUND, BEING HIGHEST
 NE0132'POINT IN A 1-INCH SQUARE CUT IN TOP OF THE MASONRY WATER TABLE.
 NE0132'NOTE-- PREV. DESIG. BM LAUNDRY 1963.
 NE0132
 NE0132                          STATION RECOVERY (1980)
 NE0132
 NE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0132'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE
 NE0132'U.S. PUBLIC HEALTH SERVICE HOSPITAL, AT THE NORTHWEST CORNER
 NE0132'OF THE LAUNDRY BUILDING, A ONE INCH CHISELED SQUARE IN TOP OF THE
 NE0132'MASONRY WATER TABLE, 48.7 METERS (160 FEET) SOUTHEAST OF THE CENTER OF
 NE0132'RIVERSIDE DRIVE, 4.6 METERS (15 FEET) NORTHEAST OF THE PAVED ENTRANCE
 NE0132'ROAD TO HOSPITAL.
 NE0132'THE MARK IS .5 M ABOVE PAVEMENT.
 NE0132
 NE0132                          STATION RECOVERY (1998)
 NE0132
 NE0132'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9582 ***********************************************************************
 DQ9582  DESIGNATION -  904 4049 M
 DQ9582  PID         -  DQ9582
 DQ9582  STATE/COUNTY-  MI/WAYNE
 DQ9582  COUNTRY     -  US
 DQ9582  USGS QUAD   -  BELLE ISLE (2017)
 DQ9582
 DQ9582                         *CURRENT SURVEY CONTROL
 DQ9582  ______________________________________________________________________
 DQ9582* NAD 83(2011) POSITION- 42 21 34.96340(N) 082 55 49.37028(W)   ADJUSTED
 DQ9582* NAD 83(2011) ELLIP HT-   141.924 (meters)        (09/20/18)   ADJUSTED
 DQ9582* NAD 83(2011) EPOCH   -  2010.00
 DQ9582* NAVD 88 ORTHO HEIGHT -   176.555 (meters)      579.25  (feet) ADJUSTED
 DQ9582  ______________________________________________________________________
 DQ9582  GEOID HEIGHT    -        -34.614 (meters)                     GEOID18
 DQ9582  NAD 83(2011) X  -    580,949.214 (meters)                     COMP
 DQ9582  NAD 83(2011) Y  - -4,684,388.593 (meters)                     COMP
 DQ9582  NAD 83(2011) Z  -  4,275,308.180 (meters)                     COMP
 DQ9582  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DQ9582  DYNAMIC HEIGHT  -        176.502 (meters)      579.07  (feet) COMP
 DQ9582  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 DQ9582
 DQ9582  VERT ORDER      -  SECOND    CLASS I
 DQ9582
 DQ9582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9582  Standards:
 DQ9582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9582  -------------------------------------------------------------------
 DQ9582  NETWORK    0.35   0.78           0.16   0.12   0.40      0.00543752
 DQ9582  -------------------------------------------------------------------
 DQ9582  Click here for local accuracies and other accuracy information.
 DQ9582
 DQ9582.The horizontal coordinates were established by GPS observations
 DQ9582.and adjusted by the National Geodetic Survey in September 2018.
 DQ9582
 DQ9582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9582.been affixed to the stable North American tectonic plate. See 
 DQ9582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9582
 DQ9582.The horizontal coordinates are valid at the epoch date displayed above
 DQ9582.which is a decimal equivalence of Year/Month/Day.
 DQ9582
 DQ9582.The orthometric height was determined by differential leveling and
 DQ9582.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9582.in March 2021.
 DQ9582
 DQ9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9582.GEOID18 height accuracy estimate available here.
 DQ9582
 DQ9582.Click photographs - Photos may exist for this station.
 DQ9582
 DQ9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9582
 DQ9582.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9582
 DQ9582.The ellipsoidal height was determined by GPS observations
 DQ9582.and is referenced to NAD 83.
 DQ9582
 DQ9582.The dynamic height is computed by dividing the NAVD 88
 DQ9582.geopotential number by the normal gravity value computed on the
 DQ9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9582.degrees latitude (g = 980.6199 gals.).
 DQ9582
 DQ9582.The modeled gravity was interpolated from observed gravity values.
 DQ9582
 DQ9582. The following values were computed from the NAD 83(2011) position.
 DQ9582
 DQ9582;                    North         East     Units Scale Factor Converg.
 DQ9582;SPC MI S     -    96,504.214 4,118,313.038   MT  0.99994863   +0 58 38.8
 DQ9582;SPC MI S     -   316,614.88 13,511,525.72   iFT  0.99994863   +0 58 38.8
 DQ9582;UTM  17      - 4,691,520.614   341,031.178   MT  0.99991094   -1 18 03.3
 DQ9582
 DQ9582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9582!SPC MI S     -   0.99997774  x   0.99994863  =   0.99992637
 DQ9582!UTM  17      -   0.99997774  x   0.99991094  =   0.99988868
 DQ9582
 DQ9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4103191520(NAD 83)
 DQ9582
 DQ9582                          SUPERSEDED SURVEY CONTROL
 DQ9582
 DQ9582  NAVD 88 (09/20/18)  176.55   (m)  GEOID12B model used  GPS OBS        
 DQ9582
 DQ9582.Superseded values are not recommended for survey control.
 DQ9582
 DQ9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9582.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9582
 DQ9582_MARKER: F = FLANGE-ENCASED ROD
 DQ9582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9582_STAMPING: 4049 M 2015
 DQ9582_MARK LOGO: NGS
 DQ9582_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ9582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9582+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DQ9582_ROD/PIPE-DEPTH: 21.4 meters
 DQ9582_SLEEVE-DEPTH  : 1.2 meters
 DQ9582
 DQ9582  HISTORY     - Date     Condition        Report By
 DQ9582  HISTORY     - 2015     MONUMENTED       NOS
 DQ9582  HISTORY     - 20181103 GOOD             COOPS
 DQ9582  HISTORY     - 20220825 GOOD             NGS
 DQ9582
 DQ9582                          STATION DESCRIPTION
 DQ9582
 DQ9582'DESCRIBED BY NATIONAL OCEAN SERVICE 2015
 DQ9582'THE STATION IS LOCATED 10.8 KM (6.7 MI) EAST-NORTHEAST OF DETROIT,
 DQ9582'10.6 KM (6.6 MI) EAST-SOUTHEAST OF HAMTRAMCK AND 3.2 KM (2.0 MI)
 DQ9582'SOUTH-SOUTHWEST OF GROSSE POINT AND AT THE MARINERS CITY PARK.
 DQ9582'
 DQ9582'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON EAST AND ALTER
 DQ9582'ROAD IN DETROIT, PROCEED EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO
 DQ9582'THE MARINERS CITY PARK.
 DQ9582'
 DQ9582'THE STATION IS SET AT THE SOUTHWEST SIDE OF MARINERS PARK, 44.25 M
 DQ9582'(145.2 FT) EAST-NORTHEAST OF THE CENTERLINE OF WINDMILL POINT
 DQ9582'LIGHTHOUSE ROAD, 32.8 M (107.6 FT) SOUTHWEST OF THE SOUTHERNMOST
 DQ9582'CORNER OF BRIDGE ABUTMENT CROSSING THE FOX RIVER, 19.4 M (63.6 FT)
 DQ9582'SOUTH-SOUTHEAST OF THE CENTERLINE OF RIVERSIDE BOULEVARD, 5.40 M (17.7
 DQ9582'FT) NORTH-NORTHWEST OF A WITNESS POST.
 DQ9582
 DQ9582                          STATION RECOVERY (2018)
 DQ9582
 DQ9582'RECOVERY NOTE BY NOAA COOPS 2018 (MTS)
 DQ9582'RECOVERED IN GOOD CONDITION.
 DQ9582'
 DQ9582'NOTE-THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF
 DQ9582'HIGHLAND PARK, 6.2 MI (10.0 KM) EAST-NORTHEAST OF DETROIT AND 2.0 MI
 DQ9582'(3.2 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 DQ9582'
 DQ9582'TO REACH FROM THE INTERSECTION OF JEFFERSON E AND ALTER ROAD, PROCEED
 DQ9582'EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO THE MARINERS CITY PARK,
 DQ9582'SET ON THE WEST SIDE OF MARINERS PARK, JUST NORTHEAST OF THE ENTRANCE
 DQ9582'TO THE PARK.
 DQ9582'
 DQ9582'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ9582
 DQ9582                          STATION RECOVERY (2022)
 DQ9582
 DQ9582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ9582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR2689 ***********************************************************************
 DR2689  DESIGNATION -  904 4049 N
 DR2689  PID         -  DR2689
 DR2689  STATE/COUNTY-  MI/WAYNE
 DR2689  COUNTRY     -  US
 DR2689  USGS QUAD   -  BELLE ISLE (2017)
 DR2689
 DR2689                         *CURRENT SURVEY CONTROL
 DR2689  ______________________________________________________________________
 DR2689* NAD 83(1986) POSITION- 42 21 32.7    (N) 082 55 57.1    (W)   HD_HELD2
 DR2689* NAVD 88 ORTHO HEIGHT -   178.938 (meters)      587.07  (feet) ADJUSTED
 DR2689  ______________________________________________________________________
 DR2689  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 DR2689  DYNAMIC HEIGHT  -        178.885 (meters)      586.89  (feet) COMP
 DR2689  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 DR2689
 DR2689  VERT ORDER      -  SECOND    CLASS I
 DR2689
 DR2689.The horizontal coordinates were established by autonomous hand held GPS
 DR2689.observations and have an estimated accuracy of +/- 10 meters.
 DR2689
 DR2689.The orthometric height was determined by differential leveling and
 DR2689.adjusted by the NATIONAL GEODETIC SURVEY
 DR2689.in March 2021.
 DR2689
 DR2689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2689.GEOID18 height accuracy estimate available here.
 DR2689
 DR2689.Click photographs - Photos may exist for this station.
 DR2689
 DR2689.The dynamic height is computed by dividing the NAVD 88
 DR2689.geopotential number by the normal gravity value computed on the
 DR2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2689.degrees latitude (g = 980.6199 gals.).
 DR2689
 DR2689.The modeled gravity was interpolated from observed gravity values.
 DR2689
 DR2689;                    North         East    Units  Estimated Accuracy
 DR2689;SPC MI S     -    96,431.    4,118,137.      MT  (+/- 10 meters HH2 GPS)
 DR2689
 DR2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4085291454(NAD 83)
 DR2689
 DR2689                          SUPERSEDED SURVEY CONTROL
 DR2689
 DR2689.No superseded survey control is available for this station.
 DR2689
 DR2689_MARKER: DB = BENCH MARK DISK
 DR2689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR2689_SP_SET: BRIDGE WING WALL
 DR2689_STAMPING: 4049 N 2014
 DR2689_MARK LOGO: NOS
 DR2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2689
 DR2689  HISTORY     - Date     Condition        Report By
 DR2689  HISTORY     - 2014     MONUMENTED       NOS
 DR2689  HISTORY     - 20181103 GOOD             COOPS
 DR2689
 DR2689                          STATION DESCRIPTION
 DR2689
 DR2689'DESCRIBED BY NOAA COOPS 2018 (MTS)
 DR2689'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 DR2689'HIGHLAND PARK, 6.1 MI (9.8 KM) EAST-NORTHEAST OF DETROIT AND 2.1 MI
 DR2689'(3.4 KM) SOUTH-SOUTHWEST OF GROSSE POINTE.
 DR2689'
 DR2689'TO REACH IN DETROIT FROM THE INTERSECTION OF JEFFERSON E AND ALTER
 DR2689'ROAD, PROCEED EAST ON ALTER ROAD FOR 1.93 KM (1.20 MI) TO THE MARINER
 DR2689'CITY PARK, SET APPROXIMATELY 0.1 KM (0.1 MI) SOUTH OF THE PARK
 DR2689'ENTRANCE ON THE EASTERLY CONCRETE BRIDGE WING WALL.
 DR2689'
 DR2689'IT IS 12.93 M (42.4 FT) SOUTHWEST OF THE NORTHEAST END OF BRIDGE WING
 DR2689'WALL, 6.23 M (20.4 FT) SOUTHEAST OF THE CENTERLINE OF RIVERSIDE DRIVE,
 DR2689'0.62 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE WING WALL
 DR2689'AND 0.81 M (2.7 FT) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0131 ***********************************************************************
 NE0131  DESIGNATION -  904 4049 NURSE
 NE0131  PID         -  NE0131
 NE0131  STATE/COUNTY-  MI/WAYNE
 NE0131  COUNTRY     -  US
 NE0131  USGS QUAD   -  BELLE ISLE (2017)
 NE0131
 NE0131                         *CURRENT SURVEY CONTROL
 NE0131  ______________________________________________________________________
 NE0131* NAD 83(1986) POSITION- 42 21 32.     (N) 082 55 40.     (W)   SCALED
 NE0131* NAVD 88 ORTHO HEIGHT -   175.912 (meters)      577.14  (feet) ADJUSTED
 NE0131  ______________________________________________________________________
 NE0131  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 NE0131  DYNAMIC HEIGHT  -        175.860 (meters)      576.97  (feet) COMP
 NE0131  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 NE0131
 NE0131  VERT ORDER      -  FIRST     CLASS 0
 NE0131
 NE0131.The horizontal coordinates were scaled from a map and have
 NE0131.an estimated accuracy of +/- 6 seconds.
 NE0131
 NE0131.The orthometric height was determined by differential leveling and
 NE0131.adjusted by the NATIONAL GEODETIC SURVEY
 NE0131.in June 1991.
 NE0131
 NE0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0131.GEOID18 height accuracy estimate available here.
 NE0131
 NE0131.Click photographs - Photos may exist for this station.
 NE0131
 NE0131.The dynamic height is computed by dividing the NAVD 88
 NE0131.geopotential number by the normal gravity value computed on the
 NE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0131.degrees latitude (g = 980.6199 gals.).
 NE0131
 NE0131.The modeled gravity was interpolated from observed gravity values.
 NE0131
 NE0131;                    North         East    Units  Estimated Accuracy
 NE0131;SPC MI S     -    96,420.    4,118,530.      MT  (+/- 180 meters Scaled)
 NE0131
 NE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412914(NAD 83)
 NE0131
 NE0131                          SUPERSEDED SURVEY CONTROL
 NE0131
 NE0131  NGVD 29 (11/26/84)  176.066  (m)          577.64   (f) ADJUSTED    1 0
 NE0131
 NE0131.Superseded values are not recommended for survey control.
 NE0131
 NE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0131.See file dsdata.pdf to determine how the superseded data were derived.
 NE0131
 NE0131_MARKER: P = PIPE CAP
 NE0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0131_PROJECTION: RECESSED 20 CENTIMETERS
 NE0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0131_ROD/PIPE-DEPTH: 16.8 meters
 NE0131
 NE0131  HISTORY     - Date     Condition        Report By
 NE0131  HISTORY     - 1970     MONUMENTED       USLS
 NE0131  HISTORY     - 1970     GOOD             USLS
 NE0131  HISTORY     - 1980     GOOD             NGS
 NE0131  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0131  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0131
 NE0131                          STATION DESCRIPTION
 NE0131
 NE0131'DESCRIBED BY US LAKE SURVEY 1970
 NE0131'AT DETROIT.
 NE0131'NURSE IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR FOOT OF ALTER ROAD,
 NE0131'ON PROPERTY OF U.S. PUBLIC HEALTH SERVICE HOSPITAL, NO. 14700
 NE0131'RIVERSIDE DRIVE, ABOUT 530 FEET NORTHEAST OF CENTERLINE OF
 NE0131'RIVERSIDE DRIVE, 95.6 FEET SOUTHEAST OF A FIRE HYDRANT, 47.9 FEET
 NE0131'SOUTHERLY OF SOUTHWEST CORNER OF AN ATTACHED GARAGE, 37.3 FEET
 NE0131'SOUTHWEST OF A 10-INCH DIAMETER ASH, 33.0 FEET NORTHEAST OF
 NE0131'METAL LAMP POST NO. 11, 7.0 FEET SOUTHWEST OF WESTERLY CORNER
 NE0131'AND IN LINE WITH NORTHWEST FACE OF NURSES QUARTERS BUILDING
 NE0131'NO. 4, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 NE0131'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 NE0131'GALVANIZED STEEL PIPE, 55 FEET LONG.  THE PIPE IS ENCASED IN A
 NE0131'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0131'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND
 NE0131'SURFACE.  NOTE-- PREV. DESIG. BM NURSE 1970.
 NE0131
 NE0131                          STATION RECOVERY (1980)
 NE0131
 NE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0131'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE U.S.
 NE0131'PUBLIC HEALTH SERVICE HOSPITAL, AT THE WEST CORNER OF THE ABONDONED
 NE0131'NURSES QUARTERS (BRICK BUILDING NUMBER 4), 29 2 METERS (95.6 FEET)
 NE0131'EAST-SOUTHEAST OF A FIRE HYDRANT, 10.2 METERS (33.5 FEET) NORTH
 NE0131'LAMP POST, NO. 11 4.6 METERS (15 FEET) N.E. OF THE CENTER OF A
 NE0131'OF THE CENTER OF AN ASPHALT ROAD, 2.1 METERS (7.0 FEET) SOUTHWEST
 NE0131'THE WEST CORNER OF THE BUILDING--NOTE THIS IS A GEODETIC SURVEY OF
 NE0131'CANADA PERMANENT BENCH MARK
 NE0131'THE MARK IS .2 M BELOW GROUND.
 NE0131
 NE0131                          STATION RECOVERY (1993)
 NE0131
 NE0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0131'MARK NOT FOUND.
 NE0131
 NE0131                          STATION RECOVERY (1998)
 NE0131
 NE0131'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0138 ***********************************************************************
 NE0138  DESIGNATION -  904 4049 PING
 NE0138  PID         -  NE0138
 NE0138  STATE/COUNTY-  MI/WAYNE
 NE0138  COUNTRY     -  US
 NE0138  USGS QUAD   -  BELLE ISLE (2017)
 NE0138
 NE0138                         *CURRENT SURVEY CONTROL
 NE0138  ______________________________________________________________________
 NE0138* NAD 83(1986) POSITION- 42 21 28.1    (N) 082 55 47.6    (W)   HD_HELD2
 NE0138* NAVD 88 ORTHO HEIGHT -   176.270 (meters)      578.31  (feet) ADJUSTED
 NE0138  ______________________________________________________________________
 NE0138  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0138  DYNAMIC HEIGHT  -        176.217 (meters)      578.14  (feet) COMP
 NE0138  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 NE0138
 NE0138  VERT ORDER      -  FIRST     CLASS 0
 NE0138
 NE0138.The horizontal coordinates were established by autonomous hand held GPS
 NE0138.observations and have an estimated accuracy of +/- 10 meters.
 NE0138
 NE0138.The orthometric height was determined by differential leveling and
 NE0138.adjusted by the NATIONAL GEODETIC SURVEY
 NE0138.in June 1991.
 NE0138
 NE0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0138.GEOID18 height accuracy estimate available here.
 NE0138
 NE0138.Click photographs - Photos may exist for this station.
 NE0138
 NE0138.The dynamic height is computed by dividing the NAVD 88
 NE0138.geopotential number by the normal gravity value computed on the
 NE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0138.degrees latitude (g = 980.6199 gals.).
 NE0138
 NE0138.The modeled gravity was interpolated from observed gravity values.
 NE0138
 NE0138;                    North         East    Units  Estimated Accuracy
 NE0138;SPC MI S     -    96,293.    4,118,357.      MT  (+/- 10 meters HH2 GPS)
 NE0138
 NE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4106691307(NAD 83)
 NE0138
 NE0138                          SUPERSEDED SURVEY CONTROL
 NE0138
 NE0138  NGVD 29 (11/26/84)  176.425  (m)          578.82   (f) ADJUSTED    1 0
 NE0138
 NE0138.Superseded values are not recommended for survey control.
 NE0138
 NE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0138.See file dsdata.pdf to determine how the superseded data were derived.
 NE0138
 NE0138_MARKER: Z = SEE DESCRIPTION
 NE0138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0138+WITH SETTING: INTO GROUND
 NE0138_PROJECTION: RECESSED 10 CENTIMETERS
 NE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0138+STABILITY: SURFACE MOTION
 NE0138_ROD/PIPE-DEPTH: 6.8 meters
 NE0138
 NE0138  HISTORY     - Date     Condition        Report By
 NE0138  HISTORY     - 1963     MONUMENTED       USLS
 NE0138  HISTORY     - 1970     GOOD             USLS
 NE0138  HISTORY     - 1980     GOOD             NGS
 NE0138  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0138  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0138
 NE0138                          STATION DESCRIPTION
 NE0138
 NE0138'DESCRIBED BY US LAKE SURVEY 1970
 NE0138'AT DETROIT.
 NE0138'PING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0138'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0138'40.9 FEET SOUTHERLY OF NORTHWEST CORNER OF BRICK DWELLING 9
 NE0138'WHICH WAS FORMERLY A LIGHTHOUSE, 20.9 FEET EAST OF A NORTH-SOUTH
 NE0138'FENCE LINE, 3.0 FEET NORTHWEST OF SOUTHWEST CORNER AND 1.4 FEET
 NE0138'WEST OF WEST FACE OF THE DWELLING, 1/4-FOOT BELOW THE GROUND
 NE0138'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 NE0138'COPPER-COATED STEEL ROD, 22 FEET LONG.  NOTE-- PREV. DESIG BM
 NE0138'PING 1963.
 NE0138
 NE0138                          STATION RECOVERY (1980)
 NE0138
 NE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0138'IN DETROIT, (AREA KNOWN AS WINDMILL POINT) NEAR THE FOOT OF ALTER
 NE0138'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0138'NEAR THE SOUTH CORNER OF BRICK BUILDING NUMBER 9 (A YELLOW AND GRAY
 NE0138'BUILDING, FORMERLY A LIGHT HOUSE) 12.4 METERS (40.9 FEET) SOUTHEAST
 NE0138'OF THE WEST CORNER OF THE BUILDING, 6.5 METERS (20.9 FEET) NORTHEAST
 NE0138'OF A CHAIN LINK FENCE AROUND PROPERTY, 0.9 METERS (3.0 FEET) NORTHWEST
 NE0138'OF THE SOUTH CORNER OF THE BUILDING, 0.4 METERS (1.5 FEET) SOUTHWEST
 NE0138'OF THE SOUTHWEST FACE OF THE BUILDING, NOTE A FIVE-INCH PVC PIPE
 NE0138'WITH A LOGO CAP WAS PLACED AROUND THIS MARK AT THIS TIME.
 NE0138'THE MARK IS 0.2 M BELOW GROUND.
 NE0138
 NE0138                          STATION RECOVERY (1993)
 NE0138
 NE0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0138'MARK NOT FOUND.
 NE0138
 NE0138                          STATION RECOVERY (1998)
 NE0138
 NE0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0130 ***********************************************************************
 NE0130  DESIGNATION -  904 4049 TENNIS
 NE0130  PID         -  NE0130
 NE0130  STATE/COUNTY-  MI/WAYNE
 NE0130  COUNTRY     -  US
 NE0130  USGS QUAD   -  BELLE ISLE (2017)
 NE0130
 NE0130                         *CURRENT SURVEY CONTROL
 NE0130  ______________________________________________________________________
 NE0130* NAD 83(1986) POSITION- 42 21 30.     (N) 082 55 42.     (W)   SCALED
 NE0130* NAVD 88 ORTHO HEIGHT -   176.355 (meters)      578.59  (feet) ADJUSTED
 NE0130  ______________________________________________________________________
 NE0130  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 NE0130  DYNAMIC HEIGHT  -        176.302 (meters)      578.42  (feet) COMP
 NE0130  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NE0130
 NE0130  VERT ORDER      -  FIRST     CLASS 0
 NE0130
 NE0130.The horizontal coordinates were scaled from a map and have
 NE0130.an estimated accuracy of +/- 6 seconds.
 NE0130
 NE0130.The orthometric height was determined by differential leveling and
 NE0130.adjusted by the NATIONAL GEODETIC SURVEY
 NE0130.in June 1991.
 NE0130
 NE0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0130.GEOID18 height accuracy estimate available here.
 NE0130
 NE0130.Click photographs - Photos may exist for this station.
 NE0130
 NE0130.The dynamic height is computed by dividing the NAVD 88
 NE0130.geopotential number by the normal gravity value computed on the
 NE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0130.degrees latitude (g = 980.6199 gals.).
 NE0130
 NE0130.The modeled gravity was interpolated from observed gravity values.
 NE0130
 NE0130;                    North         East    Units  Estimated Accuracy
 NE0130;SPC MI S     -    96,350.    4,118,480.      MT  (+/- 180 meters Scaled)
 NE0130
 NE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG411913(NAD 83)
 NE0130
 NE0130                          SUPERSEDED SURVEY CONTROL
 NE0130
 NE0130  NGVD 29 (11/26/84)  176.510  (m)          579.10   (f) ADJUSTED    1 0
 NE0130
 NE0130.Superseded values are not recommended for survey control.
 NE0130
 NE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0130.See file dsdata.pdf to determine how the superseded data were derived.
 NE0130
 NE0130_MARKER: I = METAL ROD
 NE0130_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0130+WITH SETTING: INTO GROUND
 NE0130_MARK LOGO: USLS
 NE0130_PROJECTION: RECESSED
 NE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0130+STABILITY: SURFACE MOTION
 NE0130_ROD/PIPE-DEPTH: 1.3 meters
 NE0130
 NE0130  HISTORY     - Date     Condition        Report By
 NE0130  HISTORY     - 1963     MONUMENTED       USLS
 NE0130  HISTORY     - 1970     GOOD             USLS
 NE0130  HISTORY     - 1980     GOOD             NGS
 NE0130  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0130  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0130
 NE0130                          STATION DESCRIPTION
 NE0130
 NE0130'DESCRIBED BY US LAKE SURVEY 1970
 NE0130'AT DETROIT.
 NE0130'TENNIS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0130'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0130'AT NORTHWEST CORNER OF TENNIS COURTS, ABOUT 93 FEET SOUTH OF
 NE0130'CENTERLINE OF AN ASPHALT DRIVE, 56.6 FEET NORTHEAST OF NORTHEAST
 NE0130'CORNER OF BRICK DWELLING 8, 52.2 FEET SOUTHEAST OF UTILITY POLE
 NE0130'WHICH IS NEAR SOUTHEAST CORNER OF BRICK DWELLING 9, 1.0 FOOT
 NE0130'NORTH OF NORTHWEST CORNER OF FENCE AROUND TENNIS COURT, 1/4-FOOT
 NE0130'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0130'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 4-1/2 FEET LONG.
 NE0130'NOTE-- PREV. DESIG. BM TENNIS 1963.
 NE0130
 NE0130                          STATION RECOVERY (1980)
 NE0130
 NE0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0130'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE
 NE0130'U.S. PUBLIC HEALTH SERVICE HOSPITAL, AT THE WEST CORNER OF A CHAIN
 NE0130'LINK FENCE AROUND A TENNIS COURT, 28.3 METERS (93 FEET) SOUTHWEST
 NE0130'OF THE CENTER OF AN ASPHALT ROAD, 17.2 METERS (56.6 FEET) NORTH-
 NE0130'NORTHEAST OF THE NORTH CORNER OF BRICK BUILDING NUMBER 8, AND 0.3
 NE0130'METER (1 FOOT) NORTHWEST OF THE WEST CORNER OF A CHAIN LINK FENCE. A 5
 NE0130'INCH PVC PIPE WITH A LOGO CAP WAS PLACED AROUN THIS MARK AT THIS TIME.
 NE0130'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0130
 NE0130                          STATION RECOVERY (1993)
 NE0130
 NE0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0130'MARK NOT FOUND.
 NE0130
 NE0130                          STATION RECOVERY (1998)
 NE0130
 NE0130'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0136 ***********************************************************************
 NE0136  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0136  DESIGNATION -  904 4049 USPHS
 NE0136  PID         -  NE0136
 NE0136  STATE/COUNTY-  MI/WAYNE
 NE0136  COUNTRY     -  US
 NE0136  USGS QUAD   -  BELLE ISLE (2017)
 NE0136
 NE0136                         *CURRENT SURVEY CONTROL
 NE0136  ______________________________________________________________________
 NE0136* NAD 83(1986) POSITION- 42 21 28.0    (N) 082 55 47.7    (W)   HD_HELD2
 NE0136* NAVD 88 ORTHO HEIGHT -   176.629 (meters)      579.49  (feet) ADJUSTED
 NE0136  ______________________________________________________________________
 NE0136  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0136  DYNAMIC HEIGHT  -        176.577 (meters)      579.32  (feet) COMP
 NE0136  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NE0136
 NE0136  VERT ORDER      -  FIRST     CLASS 0
 NE0136
 NE0136.The horizontal coordinates were established by autonomous hand held GPS
 NE0136.observations and have an estimated accuracy of +/- 10 meters.
 NE0136
 NE0136.The orthometric height was determined by differential leveling and
 NE0136.adjusted by the NATIONAL GEODETIC SURVEY
 NE0136.in June 1991.
 NE0136
 NE0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0136.GEOID18 height accuracy estimate available here.
 NE0136
 NE0136.This Water Level Mark is designated as VM 12961
 NE0136.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0136
 NE0136.Click photographs - Photos may exist for this station.
 NE0136
 NE0136.The dynamic height is computed by dividing the NAVD 88
 NE0136.geopotential number by the normal gravity value computed on the
 NE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0136.degrees latitude (g = 980.6199 gals.).
 NE0136
 NE0136.The modeled gravity was interpolated from observed gravity values.
 NE0136
 NE0136;                    North         East    Units  Estimated Accuracy
 NE0136;SPC MI S     -    96,290.    4,118,355.      MT  (+/- 10 meters HH2 GPS)
 NE0136
 NE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4106491304(NAD 83)
 NE0136
 NE0136                          SUPERSEDED SURVEY CONTROL
 NE0136
 NE0136  NGVD 29 (11/26/84)  176.785  (m)          580.00   (f) ADJUSTED    1 0
 NE0136
 NE0136.Superseded values are not recommended for survey control.
 NE0136
 NE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0136.See file dsdata.pdf to determine how the superseded data were derived.
 NE0136
 NE0136_MARKER: DD = SURVEY DISK
 NE0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0136_SP_SET: GAUGE HOUSE FOUNDATION
 NE0136_STAMPING: U.S.P.H.S.
 NE0136_MARK LOGO: USLS
 NE0136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0136+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 NE0136
 NE0136  HISTORY     - Date     Condition        Report By
 NE0136  HISTORY     - 1963     MONUMENTED       USLS
 NE0136  HISTORY     - 1970     GOOD             USLS
 NE0136  HISTORY     - 1980     GOOD             NGS
 NE0136  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0136  HISTORY     - 19941107 GOOD             NOS
 NE0136  HISTORY     - 19951107 GOOD             NOS
 NE0136  HISTORY     - 19981212 GOOD             USPSQD
 NE0136  HISTORY     - 20181103 GOOD             NOS
 NE0136
 NE0136                          STATION DESCRIPTION
 NE0136
 NE0136'DESCRIBED BY US LAKE SURVEY 1970
 NE0136'AT DETROIT.
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0136'NEAR NORTHWEST CORNER OF CONCRETE FOUNDATION OF U.S. LAKE SURVEY
 NE0136'GAGE HOUSE, ABOUT 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST
 NE0136'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0136'NOTE-- PREV. DESIG. BM USPHS 1963.
 NE0136
 NE0136                          STATION RECOVERY (1980)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0136'IN DETROIT, AREA KNOWN AS WINDMILL POINT, NEAR THE FOOT OF ALTER
 NE0136'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0136'AT THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF A GAGE HOUSE,
 NE0136'1.5 METERS (5.0 FEET) NORTHEAST OF THE CHAIN LINK FENCE, 0.3 METERS
 NE0136'( 1.0 FOOT) SOUTHWEST OF THE SOUTHWEST EDGE OF A DOOR TO THE GAGE
 NE0136'HOUSE, AND 0.3 METERS (1.0 FOOT) NORTHEAST OF THE SOUTHWEST EDGE OF
 NE0136'CONCRETE FOUNDATION.
 NE0136'THE MARK IS 0.3 M ABOVE GROUND.
 NE0136
 NE0136                          STATION RECOVERY (1993)
 NE0136
 NE0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0136'MARK NOT FOUND.
 NE0136
 NE0136                          STATION RECOVERY (1994)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0136'PROPERTY OF THE U.S.  PUBLIC HEALTH SERVICE HOSPITAL, IN TOP OF THE
 NE0136'WEST CORNER OF CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 1.3 FEET (0.4
 NE0136'M) SOUTHWEST OF SOUTHWEST EDGE OF GAGE HOUSE DOOR, 1.0 FEET (0.3 M)
 NE0136'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE FOUNDATION, ABOUT
 NE0136'1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0136'BRONZE DISC SET INTO THE CONCRETE.
 NE0136
 NE0136                          STATION RECOVERY (1995)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0136'PROPERTY OF THE U.S.  PUBLIC HEALTH SERVICE HOSPITAL, IN TOP OF THE
 NE0136'WEST CORNER OF CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 1.3 FEET (0.4
 NE0136'M) SOUTHWEST OF SOUTHWEST EDGE OF GAGE HOUSE DOOR, 1.0 FEET (0.3 M)
 NE0136'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE FOUNDATION, ABOUT
 NE0136'1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0136'BRONZE DISC SET INTO THE CONCRETE.
 NE0136
 NE0136                          STATION RECOVERY (1998)
 NE0136
 NE0136'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0136'RECOVERED IN GOOD CONDITION.
 NE0136
 NE0136                          STATION RECOVERY (2018)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 NE0136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0466 ***********************************************************************
 OK0466  DESIGNATION -  905 MICH
 OK0466  PID         -  OK0466
 OK0466  STATE/COUNTY-  MI/NEWAYGO
 OK0466  COUNTRY     -  US
 OK0466  USGS QUAD   -  BIG PRAIRIE (2017)
 OK0466
 OK0466                         *CURRENT SURVEY CONTROL
 OK0466  ______________________________________________________________________
 OK0466* NAD 83(1986) POSITION- 43 35 27.     (N) 085 43 16.     (W)   SCALED
 OK0466* NAVD 88 ORTHO HEIGHT -   275.596 (meters)      904.18  (feet) ADJUSTED
 OK0466  ______________________________________________________________________
 OK0466  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 OK0466  DYNAMIC HEIGHT  -        275.542 (meters)      904.01  (feet) COMP
 OK0466  MODELED GRAVITY -    980,414.8   (mgal)                       NAVD 88
 OK0466
 OK0466  VERT ORDER      -  SECOND    CLASS 0
 OK0466
 OK0466.The horizontal coordinates were scaled from a map and have
 OK0466.an estimated accuracy of +/- 6 seconds.
 OK0466
 OK0466.The orthometric height was determined by differential leveling and
 OK0466.adjusted by the NATIONAL GEODETIC SURVEY
 OK0466.in June 1991.
 OK0466
 OK0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0466.GEOID18 height accuracy estimate available here.
 OK0466
 OK0466.Click photographs - Photos may exist for this station.
 OK0466
 OK0466.The dynamic height is computed by dividing the NAVD 88
 OK0466.geopotential number by the normal gravity value computed on the
 OK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0466.degrees latitude (g = 980.6199 gals.).
 OK0466
 OK0466.The modeled gravity was interpolated from observed gravity values.
 OK0466
 OK0466;                    North         East    Units  Estimated Accuracy
 OK0466;SPC MI S     -   233,130.    3,890,630.      MT  (+/- 180 meters Scaled)
 OK0466
 OK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP032272(NAD 83)
 OK0466
 OK0466                          SUPERSEDED SURVEY CONTROL
 OK0466
 OK0466  NGVD 29 (??/??/92)  275.704  (m)          904.54   (f) ADJ UNCH    2 0
 OK0466
 OK0466.Superseded values are not recommended for survey control.
 OK0466
 OK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0466.See file dsdata.pdf to determine how the superseded data were derived.
 OK0466
 OK0466_MARKER: P = PIPE CAP
 OK0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0466_STAMPING: 905 MICH 1916
 OK0466_MARK LOGO: USGS
 OK0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0466
 OK0466  HISTORY     - Date     Condition        Report By
 OK0466  HISTORY     - 1916     MONUMENTED       USGS
 OK0466  HISTORY     - 1934     GOOD             CGS
 OK0466  HISTORY     - 19890328 GOOD             MIDT
 OK0466  HISTORY     - 19960527 MARK NOT FOUND   USPSQD
 OK0466
 OK0466                          STATION DESCRIPTION
 OK0466
 OK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0466'5.2 MI NE FROM WHITE CLOUD.
 OK0466'5.25 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM WHITE CLOUD,
 OK0466'NEWAYGO COUNTY,AT THE WEST SIDE OF SEC. 23, T. 14 N., R. 12 W.,
 OK0466'AT THE QUARTER-SECTION CORNER, 25 FEET NORTH OF THE EAST AND
 OK0466'WEST ROAD, AND 25 FEET EAST OF THE NORTH AND SOUTH ROAD.  A
 OK0466'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 905 MICH.
 OK0466'1916 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0466
 OK0466                          STATION RECOVERY (1989)
 OK0466
 OK0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RC)
 OK0466'RECOVERED AS DESCRIBED.
 OK0466
 OK0466                          STATION RECOVERY (1996)
 OK0466
 OK0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0863 ***********************************************************************
 MC0863  DESIGNATION -  906 3087 BASIN
 MC0863  PID         -  MC0863
 MC0863  STATE/COUNTY-  MI/MONROE
 MC0863  COUNTRY     -  US
 MC0863  USGS QUAD   -  STONY POINT (2017)
 MC0863
 MC0863                         *CURRENT SURVEY CONTROL
 MC0863  ______________________________________________________________________
 MC0863* NAD 83(1986) POSITION- 41 53 53.     (N) 083 21 43.     (W)   SCALED
 MC0863* NAVD 88 ORTHO HEIGHT -   175.542 (meters)      575.92  (feet) ADJUSTED
 MC0863  ______________________________________________________________________
 MC0863  GEOID HEIGHT    -        -35.285 (meters)                     GEOID18
 MC0863  DYNAMIC HEIGHT  -        175.478 (meters)      575.71  (feet) COMP
 MC0863  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 MC0863
 MC0863  VERT ORDER      -  FIRST     CLASS II
 MC0863
 MC0863.The horizontal coordinates were scaled from a map and have
 MC0863.an estimated accuracy of +/- 6 seconds.
 MC0863
 MC0863.The orthometric height was determined by differential leveling and
 MC0863.adjusted by the NATIONAL GEODETIC SURVEY
 MC0863.in June 1991.
 MC0863
 MC0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0863.GEOID18 height accuracy estimate available here.
 MC0863
 MC0863.Click photographs - Photos may exist for this station.
 MC0863
 MC0863.The dynamic height is computed by dividing the NAVD 88
 MC0863.geopotential number by the normal gravity value computed on the
 MC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0863.degrees latitude (g = 980.6199 gals.).
 MC0863
 MC0863.The modeled gravity was interpolated from observed gravity values.
 MC0863
 MC0863;                    North         East    Units  Estimated Accuracy
 MC0863;SPC MI S     -    44,710.    4,083,380.      MT  (+/- 180 meters Scaled)
 MC0863
 MC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG040411(NAD 83)
 MC0863
 MC0863                          SUPERSEDED SURVEY CONTROL
 MC0863
 MC0863  NGVD 29 (??/??/92)  175.710  (m)          576.48   (f) ADJ UNCH    1 2
 MC0863
 MC0863.Superseded values are not recommended for survey control.
 MC0863
 MC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0863.See file dsdata.pdf to determine how the superseded data were derived.
 MC0863
 MC0863_MARKER: I = METAL ROD
 MC0863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0863+WITH SETTING: INFORMATION.
 MC0863_PROJECTION: RECESSED 30 CENTIMETERS
 MC0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0863_ROD/PIPE-DEPTH: 22 meters
 MC0863
 MC0863  HISTORY     - Date     Condition        Report By
 MC0863  HISTORY     - 1976     MONUMENTED       USLS
 MC0863  HISTORY     - 1980     GOOD             NGS
 MC0863  HISTORY     - 20070726 MARK NOT FOUND   WARNKE
 MC0863  HISTORY     - 20171028 MARK NOT FOUND   WHG
 MC0863
 MC0863                          STATION DESCRIPTION
 MC0863
 MC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0863'IN MOMROE.
 MC0863'IN MONROE, 0.89 KILOMETER (0.55 MILE) SOUTHEAST ALONG EAST FRONT
 MC0863'STREET FROM THE OVERPASS OF I-75 OVER EAST FRONT STREET, 52.7 METERS
 MC0863'(173 FEET) NORTHWEST OF THE CROSSING OF A SPUR RAILROAD TRACK
 MC0863'TO PORT OF MONROE AND EAST FRONT STREET, 20.6 METERS (67.6 FEET)
 MC0863'NORTHEAST AND ACROSS STREET FROM A UTILITY POLE WITH A
 MC0863'TRANSFORMER, 8.6 METERS (28.3 FEET) WEST OF THE CENTER OF A 24
 MC0863'INCH SEWER MANHOLE COVER, 7.62 (25 FEET) SOUTHWEST OF AND IN LINE
 MC0863'WITH A FIRE HYDRANT AND THE FORD MOTOR COMPANY WATER TANK ACROSS
 MC0863'THE RIVER, AND 0.70 METER (2.3 FEET) NORTHEAST OF THE NORTHEAST
 MC0863'CURB OF EAST FRONT STREET AND IS THE TOP OF A 5/8 INCH COPPER
 MC0863'COATED STEEL ROD WHICH IS 1 FOOT BELOW GROUND.
 MC0863'THE MARK IS 0.3 METERS  SW FROM  WITNESS POST
 MC0863'THE MARK IS 0.3 M BELOW GROUND.
 MC0863
 MC0863                          STATION RECOVERY (2007)
 MC0863
 MC0863'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0863'MARK NOT FOUND.
 MC0863
 MC0863                          STATION RECOVERY (2017)
 MC0863
 MC0863'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0865 ***********************************************************************
 MC0865  DESIGNATION -  906 3087 LSC 3 B 2
 MC0865  PID         -  MC0865
 MC0865  STATE/COUNTY-  MI/MONROE
 MC0865  COUNTRY     -  US
 MC0865  USGS QUAD   -  STONY POINT (2017)
 MC0865
 MC0865                         *CURRENT SURVEY CONTROL
 MC0865  ______________________________________________________________________
 MC0865* NAD 83(1986) POSITION- 41 53 59.     (N) 083 21 20.     (W)   SCALED
 MC0865* NAVD 88 ORTHO HEIGHT -   176.518 (meters)      579.13  (feet) ADJUSTED
 MC0865  ______________________________________________________________________
 MC0865  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 MC0865  DYNAMIC HEIGHT  -        176.454 (meters)      578.92  (feet) COMP
 MC0865  MODELED GRAVITY -    980,258.1   (mgal)                       NAVD 88
 MC0865
 MC0865  VERT ORDER      -  FIRST     CLASS II
 MC0865
 MC0865.The horizontal coordinates were scaled from a map and have
 MC0865.an estimated accuracy of +/- 6 seconds.
 MC0865
 MC0865.The orthometric height was determined by differential leveling and
 MC0865.adjusted by the NATIONAL GEODETIC SURVEY
 MC0865.in June 1991.
 MC0865
 MC0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0865.GEOID18 height accuracy estimate available here.
 MC0865
 MC0865.Click photographs - Photos may exist for this station.
 MC0865
 MC0865.The dynamic height is computed by dividing the NAVD 88
 MC0865.geopotential number by the normal gravity value computed on the
 MC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0865.degrees latitude (g = 980.6199 gals.).
 MC0865
 MC0865.The modeled gravity was interpolated from observed gravity values.
 MC0865
 MC0865;                    North         East    Units  Estimated Accuracy
 MC0865;SPC MI S     -    44,910.    4,083,910.      MT  (+/- 180 meters Scaled)
 MC0865
 MC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG046413(NAD 83)
 MC0865
 MC0865                          SUPERSEDED SURVEY CONTROL
 MC0865
 MC0865  NGVD 29 (??/??/92)  176.688  (m)          579.68   (f) ADJ UNCH    1 2
 MC0865
 MC0865.Superseded values are not recommended for survey control.
 MC0865
 MC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0865.See file dsdata.pdf to determine how the superseded data were derived.
 MC0865
 MC0865_MARKER: DD = SURVEY DISK
 MC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0865_STAMPING: LSC 3B2
 MC0865_MARK LOGO: NOS
 MC0865_PROJECTION: FLUSH
 MC0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0865+STABILITY: SURFACE MOTION
 MC0865
 MC0865  HISTORY     - Date     Condition        Report By
 MC0865  HISTORY     - 1975     MONUMENTED       NOS
 MC0865  HISTORY     - 1980     GOOD             NGS
 MC0865  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MC0865  HISTORY     - 20171028 MARK NOT FOUND   WHG
 MC0865
 MC0865                          STATION DESCRIPTION
 MC0865
 MC0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0865'IN MONROE.
 MC0865'IN MONROE, 1.13 KILOMETERS (0.7 MILE) SOUTHEAST ALONG FRONT STREET
 MC0865'FROM THE OVERPASS OF INTERSTATE 75 OVER EAST FRONT STREET, THENCE
 MC0865'0.48 KILOMETER (O.3 MILE) NORTHEAST ALONG A DIRT ROAD TO THE MONROE
 MC0865'ENVIREMENTAL RESEARCH CENTER, 9.35 METERS (31 FEET) NORTHEAST OF
 MC0865'THE NORTHEAST EDGE OF A 6-FOOT CONCRETE SIDEWALK LEADING TO THE
 MC0865'ENTRANCE OF THE BUILDING, 2.6 METERS (8.6 FEET) SOUTHEAST OF A
 MC0865'POINT WHERE THE SIDEWALK HAS A 4-INCH RISE, 1.4 METERS (4.6 FEET)
 MC0865'SOUTHWEST OF THE FIRST WINDOW OF FOUR SOUTHEAST OF THE BUILDING
 MC0865'ENTRANCE AND 2.7 FEET FROM EITHER SIDE OF THE WINDOW.
 MC0865'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0865
 MC0865                          STATION RECOVERY (1987)
 MC0865
 MC0865'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0865'MARK NOT FOUND.
 MC0865
 MC0865                          STATION RECOVERY (2017)
 MC0865
 MC0865'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0865'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0329 ***********************************************************************
 MC0329  DESIGNATION -  906 3087 PORT
 MC0329  PID         -  MC0329
 MC0329  STATE/COUNTY-  MI/MONROE
 MC0329  COUNTRY     -  US
 MC0329  USGS QUAD   -  STONY POINT (2017)
 MC0329
 MC0329                         *CURRENT SURVEY CONTROL
 MC0329  ______________________________________________________________________
 MC0329* NAD 83(1986) POSITION- 41 53 53.     (N) 083 21 35.     (W)   SCALED
 MC0329* NAVD 88 ORTHO HEIGHT -   176.074 (meters)      577.67  (feet) ADJUSTED
 MC0329  ______________________________________________________________________
 MC0329  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 MC0329  DYNAMIC HEIGHT  -        176.011 (meters)      577.46  (feet) COMP
 MC0329  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 MC0329
 MC0329  VERT ORDER      -  FIRST     CLASS I
 MC0329
 MC0329.The horizontal coordinates were scaled from a map and have
 MC0329.an estimated accuracy of +/- 6 seconds.
 MC0329
 MC0329.The orthometric height was determined by differential leveling and
 MC0329.adjusted by the NATIONAL GEODETIC SURVEY
 MC0329.in June 1991.
 MC0329
 MC0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0329.GEOID18 height accuracy estimate available here.
 MC0329
 MC0329.Click photographs - Photos may exist for this station.
 MC0329
 MC0329.The dynamic height is computed by dividing the NAVD 88
 MC0329.geopotential number by the normal gravity value computed on the
 MC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0329.degrees latitude (g = 980.6199 gals.).
 MC0329
 MC0329.The modeled gravity was interpolated from observed gravity values.
 MC0329
 MC0329;                    North         East    Units  Estimated Accuracy
 MC0329;SPC MI S     -    44,720.    4,083,560.      MT  (+/- 180 meters Scaled)
 MC0329
 MC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG042411(NAD 83)
 MC0329
 MC0329                          SUPERSEDED SURVEY CONTROL
 MC0329
 MC0329  NGVD 29 (??/??/92)  176.243  (m)          578.22   (f) ADJ UNCH    1 1
 MC0329
 MC0329.Superseded values are not recommended for survey control.
 MC0329
 MC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0329.See file dsdata.pdf to determine how the superseded data were derived.
 MC0329
 MC0329_MARKER: Z = SEE DESCRIPTION
 MC0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0329_PROJECTION: RECESSED 15 CENTIMETERS
 MC0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 MC0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0329
 MC0329  HISTORY     - Date     Condition        Report By
 MC0329  HISTORY     - UNK      MONUMENTED       USLS
 MC0329  HISTORY     - 1968     GOOD             CGS
 MC0329  HISTORY     - 1969     GOOD             USLS
 MC0329  HISTORY     - 1980     GOOD             NGS
 MC0329  HISTORY     - 20171028 MARK NOT FOUND   WHG
 MC0329
 MC0329                          STATION DESCRIPTION
 MC0329
 MC0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0329'AT MONROE.
 MC0329'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0329'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0329'NORTHEAST ALONG A BLACK TOP DRIVEWAY, AT THE PORT OF MONROE, 84.5
 MC0329'FEET SOUTHWEST OF THE WEST CORNER OF THE RENAULT WAREHOUSE AND
 MC0329'PORT OFFICE BLDG, 24 FEET SOUTH OF A TURN IN THE WALL OF THE DOCK,
 MC0329'27 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 6.3 FEET
 MC0329'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK ON THE DOCK, 8 FEET
 MC0329'SOUTHWEST OF A 4 INCH METAL PIPE WHICH IS PAINTED YELLOW, ABOUT
 MC0329'LEVEL WITH THE DRIVE, AND IS A STAINLESS STEEL PLUG ON THE TOP
 MC0329'OF AN IRON PIPE 0.5 FOOT UNDERGROUND IN A 6-INCH CONCRETE TILE
 MC0329'WITH A COVER 2 INCHES UNDERGROUND.
 MC0329
 MC0329                          STATION RECOVERY (1969)
 MC0329
 MC0329'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0329'IS AT MONROE, MONROE COUNTY, MICHIGAN, ON THE SOUTHERLY SIDE OF THE
 MC0329'RAISIN RIVER, AT THE MONROE HARBOR TERMINAL, 0.6 MILES SOUTHEAST OF
 MC0329'INTERSECTION OF E. FRONT STREET AND I-75 OVER PASS, 112.6 FEET WEST OF
 MC0329'SOUTH CORNER, 84.5 FEET SOUTHWEST OF WEST CORNER AND IN LINE WITH
 MC0329'NORTHWEST FACE OF TERMINAL BLDG., 74.4 FEET NORTHWEST OF A FIRE
 MC0329'HYDRANT, 24.1 FEET SOUTHEAST OF ANGLE IN DOCK, 7.9 FEET SOUTHWEST OF
 MC0329'STEEL POST, 6.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK RUNNING
 MC0329'ALONG THE DOCK, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 MC0329'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 MC0329'GALVANIZED STEEL PIPE, 22 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 MC0329'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 MC0329'CONCRETE PIPE WITH COVER JUST BELOW THE GROUND SURFACE.
 MC0329
 MC0329                          STATION RECOVERY (1980)
 MC0329
 MC0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0329'NOTE, THE ROD HAS BEEN BENT BY TRAFFIC RUNNING OVER THE ACCESS
 MC0329'COVER, IF MARK COULD BE STRIGHTEN IT WOULD PROBABLY BE BENT AGAIN
 MC0329'IT IS SUGGESTED THAT ELEVATIONS BE RAN TO THE BOLT ON TOP OF THE
 MC0329'ROD ON THE EDGE OF BOLT AND CALL THE POINT A NEW MARK (RESET 1980).
 MC0329
 MC0329                          STATION RECOVERY (2017)
 MC0329
 MC0329'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0331 ***********************************************************************
 MC0331  DESIGNATION -  906 3087 REAR RANGE
 MC0331  PID         -  MC0331
 MC0331  STATE/COUNTY-  MI/MONROE
 MC0331  COUNTRY     -  US
 MC0331  USGS QUAD   -  STONY POINT (2017)
 MC0331
 MC0331                         *CURRENT SURVEY CONTROL
 MC0331  ______________________________________________________________________
 MC0331* NAD 83(1986) POSITION- 41 53 56.     (N) 083 21 31.     (W)   SCALED
 MC0331* NAVD 88 ORTHO HEIGHT -   176.470 (meters)      578.97  (feet) ADJUSTED
 MC0331  ______________________________________________________________________
 MC0331  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 MC0331  DYNAMIC HEIGHT  -        176.406 (meters)      578.76  (feet) COMP
 MC0331  MODELED GRAVITY -    980,257.9   (mgal)                       NAVD 88
 MC0331
 MC0331  VERT ORDER      -  FIRST     CLASS I
 MC0331
 MC0331.The horizontal coordinates were scaled from a map and have
 MC0331.an estimated accuracy of +/- 6 seconds.
 MC0331
 MC0331.The orthometric height was determined by differential leveling and
 MC0331.adjusted by the NATIONAL GEODETIC SURVEY
 MC0331.in June 1991.
 MC0331
 MC0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0331.GEOID18 height accuracy estimate available here.
 MC0331
 MC0331.Click photographs - Photos may exist for this station.
 MC0331
 MC0331.The dynamic height is computed by dividing the NAVD 88
 MC0331.geopotential number by the normal gravity value computed on the
 MC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0331.degrees latitude (g = 980.6199 gals.).
 MC0331
 MC0331.The modeled gravity was interpolated from observed gravity values.
 MC0331
 MC0331;                    North         East    Units  Estimated Accuracy
 MC0331;SPC MI S     -    44,810.    4,083,650.      MT  (+/- 180 meters Scaled)
 MC0331
 MC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG043412(NAD 83)
 MC0331
 MC0331                          SUPERSEDED SURVEY CONTROL
 MC0331
 MC0331  NGVD 29 (??/??/92)  176.640  (m)          579.53   (f) ADJ UNCH    1 1
 MC0331
 MC0331.Superseded values are not recommended for survey control.
 MC0331
 MC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0331.See file dsdata.pdf to determine how the superseded data were derived.
 MC0331
 MC0331_STAMPING: USED LT
 MC0331
 MC0331  HISTORY     - Date     Condition        Report By
 MC0331  HISTORY     - UNK      MONUMENTED       USLS
 MC0331  HISTORY     - 1968     GOOD             CGS
 MC0331  HISTORY     - 1969     GOOD             USLS
 MC0331  HISTORY     - 1980     GOOD             NGS
 MC0331  HISTORY     - 20171028 MARK NOT FOUND   WHG
 MC0331
 MC0331                          STATION DESCRIPTION
 MC0331
 MC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0331'AT MONROE.
 MC0331'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0331'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0331'NORTHEAST ALONG A BLACK TOP DRIVE, AT THE PORT OF MONROE, 170.6
 MC0331'FEET NORTHEAST OF THE NORTH CORNER OF THE RENAULT WAREHOUSE AND
 MC0331'PORT OFFICE BLDG, SET IN THE TOP AND DIRECTLY IN THE CENTER OF A
 MC0331'CONCRETE FLOOR FOR AN OLD RANGE LIGHT WHICH IS 15 FEET SQUARE
 MC0331'AND FLUSH WITH THE GROUND, 26 FEET SOUTHEAST OF THE NORTHWEST
 MC0331'FACE OF THE DOCK AND LEVEL WITH THE DOCK.
 MC0331
 MC0331                          STATION RECOVERY (1969)
 MC0331
 MC0331'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0331'IS IN MONROE COUNTY, MICHIGAN, ON SOUTHERLY SIDE OF THE RIVER RAISIN,
 MC0331'ABOUT 1-1/2 MILES ABOVE ITS MOUTH, IN CENTER OF THE OLD REAR RANGE
 MC0331'LIGHT FOUNDATION, 170.3 FEET NORTHEAST OF NORTHEAST END OF MONROE
 MC0331'TERMINAL WAREHOUSE, 25.7 FEET SOUTHEAST OF DOCK FACE, BEING HIGHEST
 MC0331'POINT ON CIRCUMFERENCE OF SMALL HOLE IN CENTER OF 1-1/2-INCH BRASS
 MC0331'PLATE SET IN THE CONCRETE BASE.
 MC0331
 MC0331                          STATION RECOVERY (1980)
 MC0331
 MC0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0331'RECOVERED IN GOOD CONDITION.
 MC0331
 MC0331                          STATION RECOVERY (2017)
 MC0331
 MC0331'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0330 ***********************************************************************
 MC0330  DESIGNATION -  906 3087 TERMINAL USLS
 MC0330  PID         -  MC0330
 MC0330  STATE/COUNTY-  MI/MONROE
 MC0330  COUNTRY     -  US
 MC0330  USGS QUAD   -  STONY POINT (2017)
 MC0330
 MC0330                         *CURRENT SURVEY CONTROL
 MC0330  ______________________________________________________________________
 MC0330* NAD 83(1986) POSITION- 41 53 53.     (N) 083 21 35.     (W)   SCALED
 MC0330* NAVD 88 ORTHO HEIGHT -   176.164 (meters)      577.96  (feet) ADJUSTED
 MC0330  ______________________________________________________________________
 MC0330  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 MC0330  DYNAMIC HEIGHT  -        176.100 (meters)      577.75  (feet) COMP
 MC0330  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 MC0330
 MC0330  VERT ORDER      -  FIRST     CLASS I
 MC0330
 MC0330.The horizontal coordinates were scaled from a map and have
 MC0330.an estimated accuracy of +/- 6 seconds.
 MC0330
 MC0330.The orthometric height was determined by differential leveling and
 MC0330.adjusted by the NATIONAL GEODETIC SURVEY
 MC0330.in June 1991.
 MC0330
 MC0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0330.GEOID18 height accuracy estimate available here.
 MC0330
 MC0330.Click photographs - Photos may exist for this station.
 MC0330
 MC0330.The dynamic height is computed by dividing the NAVD 88
 MC0330.geopotential number by the normal gravity value computed on the
 MC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0330.degrees latitude (g = 980.6199 gals.).
 MC0330
 MC0330.The modeled gravity was interpolated from observed gravity values.
 MC0330
 MC0330;                    North         East    Units  Estimated Accuracy
 MC0330;SPC MI S     -    44,720.    4,083,560.      MT  (+/- 180 meters Scaled)
 MC0330
 MC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG042411(NAD 83)
 MC0330
 MC0330                          SUPERSEDED SURVEY CONTROL
 MC0330
 MC0330  NGVD 29 (??/??/92)  176.333  (m)          578.52   (f) ADJ UNCH    1 1
 MC0330
 MC0330.Superseded values are not recommended for survey control.
 MC0330
 MC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0330.See file dsdata.pdf to determine how the superseded data were derived.
 MC0330
 MC0330_MARKER: Z = SEE DESCRIPTION
 MC0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0330
 MC0330  HISTORY     - Date     Condition        Report By
 MC0330  HISTORY     - UNK      MONUMENTED       USLS
 MC0330  HISTORY     - 1968     GOOD             CGS
 MC0330  HISTORY     - 1969     GOOD             USLS
 MC0330  HISTORY     - 1980     GOOD             NGS
 MC0330  HISTORY     - 20230302 MARK NOT FOUND   USPSQD
 MC0330
 MC0330                          STATION DESCRIPTION
 MC0330
 MC0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0330'AT MONROE.
 MC0330'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0330'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0330'NORTHEAST ALONG A BLACK TOP DRIVEWAY, AT THE PORT OF MONROE, 75.6
 MC0330'FEET SOUTHWEST OF THE WEST CORNER OF THE RENAULT WAREHOUSE AND
 MC0330'PORT OFFICE BUILDING, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 MC0330'THE DRIVE, 9 FEET NORTHEAST OF BM PORT (USLS) DESCRIBED, 5.8 FEET
 MC0330'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK ON THE DOCK, 1.3 FEET
 MC0330'NORTH OF A 4-INCH METAL PIPE PAINTED YELLOW, IN LINE WITH THE
 MC0330'NORTHWEST SIDE OF THE WAREHOUSE, AND IS THE TOP OF AN IRON BAR
 MC0330'4 INCHES BELOW THE LEVEL OF THE GROUND.
 MC0330
 MC0330                          STATION RECOVERY (1969)
 MC0330
 MC0330'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0330'IS IN MONROE COUNTY, MICHIGAN, ON SOUTHERLY SIDE OF THE RIVER RAISIN,
 MC0330'ABOUT 1-1/2 MILES ABOVE ITS MOUTH, NEAR SOUTHERLY ANGLE IN THE
 MC0330'MUNICIPAL DOCK, IN LINE WITH NORTHWEST FACE OF THE MONROE HARBOR
 MC0330'TERMINAL WAREHOUSE, 106.4 FEET FROM SOUTH CORNER OF THE WAREHOUSE,
 MC0330'75.5 FEET FROM WEST CORNER OF THE WAREHOUSE, 18.1 FEET FROM ANGLE IN
 MC0330'DOCK FACE WEST OF THE WAREHOUSE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 MC0330'ABOUT 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 MC0330'A 1-INCH DIAMETER IRON BAR, FIVE FEET LONG.
 MC0330
 MC0330                          STATION RECOVERY (1980)
 MC0330
 MC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0330'RECOVERED IN GOOD CONDITION.
 MC0330
 MC0330                          STATION RECOVERY (2023)
 MC0330
 MC0330'RECOVERY NOTE BY US POWER SQUADRON 2023 (CTO)
 MC0330'ENTIRE AREA HAD BEEN REBUILT.  DOCK HAS BEEN WIDENED AND TRACKS HAVE
 MC0330'BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0874 ***********************************************************************
 MC0874  WATER LEVEL -  This is a Water Level Survey Control Monument.
 MC0874  DESIGNATION -  906 3090 ATOMIC
 MC0874  PID         -  MC0874
 MC0874  STATE/COUNTY-  MI/MONROE
 MC0874  COUNTRY     -  US
 MC0874  USGS QUAD   -  STONY POINT (2017)
 MC0874
 MC0874                         *CURRENT SURVEY CONTROL
 MC0874  ______________________________________________________________________
 MC0874* NAD 83(1986) POSITION- 41 57 36.21   (N) 083 15 25.39   (W)   HD_HELD1
 MC0874* NAVD 88 ORTHO HEIGHT -   178.013 (meters)      584.03  (feet) ADJUSTED
 MC0874  ______________________________________________________________________
 MC0874  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 MC0874  DYNAMIC HEIGHT  -        177.950 (meters)      583.82  (feet) COMP
 MC0874  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 MC0874
 MC0874  VERT ORDER      -  FIRST     CLASS 0
 MC0874
 MC0874.The horizontal coordinates were determined by differentially corrected
 MC0874.hand held GPS observations or other comparable positioning techniques
 MC0874.and have an estimated accuracy of +/- 3 meters.
 MC0874
 MC0874.The orthometric height was determined by differential leveling and
 MC0874.adjusted by the NATIONAL GEODETIC SURVEY
 MC0874.in June 1991.
 MC0874
 MC0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0874.GEOID18 height accuracy estimate available here.
 MC0874
 MC0874.This Water Level Mark is designated as VM 12852
 MC0874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 MC0874
 MC0874.Click photographs - Photos may exist for this station.
 MC0874
 MC0874.The dynamic height is computed by dividing the NAVD 88
 MC0874.geopotential number by the normal gravity value computed on the
 MC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0874.degrees latitude (g = 980.6199 gals.).
 MC0874
 MC0874.The modeled gravity was interpolated from observed gravity values.
 MC0874
 MC0874;                    North         East    Units  Estimated Accuracy
 MC0874;SPC MI S     -    51,709.6   4,091,990.5     MT  (+/- 3 meters HH1 GPS) 
 MC0874
 MC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1295447805(NAD 83)
 MC0874
 MC0874                          SUPERSEDED SURVEY CONTROL
 MC0874
 MC0874  NGVD 29 (??/??/92)  178.184  (m)          584.59   (f) ADJ UNCH    1 0
 MC0874
 MC0874.Superseded values are not recommended for survey control.
 MC0874
 MC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0874.See file dsdata.pdf to determine how the superseded data were derived.
 MC0874
 MC0874_MARKER: DD = SURVEY DISK
 MC0874_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0874_SP_SET: WALL
 MC0874_STAMPING: ATOMIC 1961 U.S. LAKE SURVEY
 MC0874_MARK LOGO: USACE
 MC0874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0874+STABILITY: SURFACE MOTION
 MC0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0874+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 MC0874
 MC0874  HISTORY     - Date     Condition        Report By
 MC0874  HISTORY     - 1961     MONUMENTED       USACE
 MC0874  HISTORY     - 1969     GOOD             USLS
 MC0874  HISTORY     - 19940720 GOOD             NOS
 MC0874  HISTORY     - 20150505 GOOD             NOS
 MC0874  HISTORY     - 20220428 GOOD             CO-OPS
 MC0874
 MC0874                          STATION DESCRIPTION
 MC0874
 MC0874'DESCRIBED BY US LAKE SURVEY 1969
 MC0874'IN MONROE.
 MC0874'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0874'AT THE ENRICO FERMI ATOMIC POWER PLANT, AT THE NORTHEAST CORNER AND ON
 MC0874'THE EAST FACE OF THE PLANT SERVICE BUILDING, 2.1 FEET FROM THE
 MC0874'NORTHEAST CORNER, 2.5 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 MC0874'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE WALL.
 MC0874
 MC0874                          STATION RECOVERY (1994)
 MC0874
 MC0874'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0874'RECOVERED IN GOOD CONDITION.
 MC0874
 MC0874                          STATION RECOVERY (2015)
 MC0874
 MC0874'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 MC0874'RECOVERED AS DESCRIBED.
 MC0874
 MC0874                          STATION RECOVERY (2022)
 MC0874
 MC0874'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0874'THE SURVEY MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD,
 MC0874'2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF ESTRAL BEACH AND 1.4 MI (2.3 KM)
 MC0874'NORTH-NORTHEAST OF STONY POINT.
 MC0874'
 MC0874'FROM THE INTERSECTION OF N. DIXIE HIGHWAY AND ENRICO FERMI DR. HEAD
 MC0874'EAST-SOUTHEAST ON ENRICO FERMI DR. FOR 1 MI (1.6 KM) UNTIL YOU REACH
 MC0874'THE SECURITY GATE FOR THE NUCLEAR PLANT.  AFTER PASSING THE SECURITY
 MC0874'GATE.  CONTINUE DRIVING ON ENRICO FERMI DR FOR ANOTHER MILE UNTIL THE
 MC0874'ROAD ENDS.  THE BENCH MARK IS BRASS DISC SET VERTICALLY IN THE EAST
 MC0874'WALL OF THE CLOSEST BUILDING TO THE NOS WATER LEVEL GAUGE HOUSE.  THE
 MC0874'ADDRESS OF THE NUCLEAR PLANT IS 5998 ENRICO FERMI DR. NEWPORT, MI
 MC0874'48166 NUCLEAR POWER PLANT.
 MC0874'
 MC0874'THE MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 MC0874'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0872 ***********************************************************************
 MC0872  WATER LEVEL -  This is a Water Level Survey Control Monument.
 MC0872  DESIGNATION -  906 3090 E
 MC0872  PID         -  MC0872
 MC0872  STATE/COUNTY-  MI/MONROE
 MC0872  COUNTRY     -  US
 MC0872  USGS QUAD   -  STONY POINT (2017)
 MC0872
 MC0872                         *CURRENT SURVEY CONTROL
 MC0872  ______________________________________________________________________
 MC0872* NAD 83(1986) POSITION- 41 57 34.2    (N) 083 15 27.4    (W)   HD_HELD2
 MC0872* NAVD 88 ORTHO HEIGHT -   177.196 (meters)      581.35  (feet) ADJUSTED
 MC0872  ______________________________________________________________________
 MC0872  GEOID HEIGHT    -        -35.223 (meters)                     GEOID18
 MC0872  DYNAMIC HEIGHT  -        177.133 (meters)      581.14  (feet) COMP
 MC0872  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 MC0872
 MC0872  VERT ORDER      -  FIRST     CLASS II
 MC0872
 MC0872.The horizontal coordinates were established by autonomous hand held GPS
 MC0872.observations and have an estimated accuracy of +/- 10 meters.
 MC0872
 MC0872.The orthometric height was determined by differential leveling and
 MC0872.adjusted by the NATIONAL GEODETIC SURVEY
 MC0872.in June 1991.
 MC0872
 MC0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0872.GEOID18 height accuracy estimate available here.
 MC0872
 MC0872.This Water Level Mark is designated as VM 12853
 MC0872.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 MC0872
 MC0872.Click photographs - Photos may exist for this station.
 MC0872
 MC0872.The dynamic height is computed by dividing the NAVD 88
 MC0872.geopotential number by the normal gravity value computed on the
 MC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0872.degrees latitude (g = 980.6199 gals.).
 MC0872
 MC0872.The modeled gravity was interpolated from observed gravity values.
 MC0872
 MC0872;                    North         East    Units  Estimated Accuracy
 MC0872;SPC MI S     -    51,647.    4,091,945.      MT  (+/- 10 meters HH2 GPS)
 MC0872
 MC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1290647744(NAD 83)
 MC0872
 MC0872                          SUPERSEDED SURVEY CONTROL
 MC0872
 MC0872  NGVD 29 (??/??/92)  177.367  (m)          581.91   (f) ADJ UNCH    1 2
 MC0872
 MC0872.Superseded values are not recommended for survey control.
 MC0872
 MC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0872.See file dsdata.pdf to determine how the superseded data were derived.
 MC0872
 MC0872_MARKER: DB = BENCH MARK DISK
 MC0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0872_SP_SET: FOUNDATION OF BUILDING
 MC0872_STAMPING: 3090 E 1977
 MC0872_MARK LOGO: NOS
 MC0872_PROJECTION: RECESSED 5 CENTIMETERS
 MC0872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0872+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 MC0872
 MC0872  HISTORY     - Date     Condition        Report By
 MC0872  HISTORY     - 1977     MONUMENTED       NOS
 MC0872  HISTORY     - 1980     GOOD             NGS
 MC0872  HISTORY     - 20150505 GOOD             NOS
 MC0872  HISTORY     - 20220428 GOOD             CO-OPS
 MC0872
 MC0872                          STATION DESCRIPTION
 MC0872
 MC0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0872'6.07 KM SOUTH FROM OLDPORT.
 MC0872'2.83 KILOMETERS (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0872'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, THENCE 3.24 KILOMETERS
 MC0872'(2.0 MILES) SOUTHEAST ALONG A PRIVATE PAVED ROAD TO THE ENRICO
 MC0872'FERMI ATOMIC POWER PLANT, SET HORIZONTALLY IN THE FOUNDATION
 MC0872'OF THE BOILER BUILDING, 41.330 METERS (135.6 FEET) NORTHWEST OF
 MC0872'A FIRE HYDRANT NEAR THE FENCE WHICH SURROUNDS THE HIGH VOLTAGE
 MC0872'TRANSFORMERS, 13.258 METERS (43.5 FEET) NORTH OF A 7-FOOT FENCE
 MC0872'SURROUNDING THE HIGH VOLTAGE LINES, 2.468 METERS (8.1 FEET)
 MC0872'NORTHEAST OF THE CENTER OF A MANHOLE COVER LOCATED ON THE SOUTH
 MC0872'SIDE OF THE BOILER HOUSE, AND 0.243 METERS (0.8 FOOT) EAST OF THE
 MC0872'SOUTHEAST CORNER OF MAIN PART OF BUILDING, NOTE, BUILDING SETS
 MC0872'ON ROCK.
 MC0872'THE MARK IS ABOVE LEVEL WITH ROAD.
 MC0872
 MC0872                          STATION RECOVERY (2015)
 MC0872
 MC0872'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 MC0872'RECOVERED AS DESCRIBED.
 MC0872
 MC0872                          STATION RECOVERY (2022)
 MC0872
 MC0872'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0872'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD, 2.0 MI
 MC0872'(3.3 KM) SOUTH-SOUTHWEST OF ESTRAL BEACH AND 1.3 MI (2.1 KM)
 MC0872'NORTH-NORTHEAST OF STONY POINT.
 MC0872'
 MC0872'THE BOILER BUILDING HAS BEEN DESTROYED.  THE MARK IS STILL INTACT, SET
 MC0872'HORIZONTALLY IN THE OLD BUILDING'S FOUNDATION.  BENCH MARK IS 41.33
 MC0872'METERS (135.60 FT) NORTHWEST OF A FIRE HYDRANT NEAR THE FENCE WHICH
 MC0872'SURROUNDS THE HIGH VOLTAGE TRANSFORMERS, 18.25 M (59.88 FT) SOUTH OF
 MC0872'THE SOUTH FACE OF BUILDING, 9.90 METERS (32.48 FT) NORTH OF A 7-FOOT
 MC0872'FENCE SURROUNDING THE HIGH VOLTAGE LINES, 5.75 M (18.86 FT) NORTH OF
 MC0872'THE CENTER LINE OF ROADWAY, 1.52 METERS (4.99 FT) NE OF THE NE CORNER
 MC0872'OF A MANHOLE COVER CONCRETE FOUNDATION.  THE CONCRETE FOUNDATION EDGE
 MC0872'THAT THE BM IS SET ON, HAS BEEN COVERED WITH 0.1 M (0.3 FT) OF HARD
 MC0872'PACKED GRAVEL AND IS BEING USED AS A PARKING LOT AND REFUSE AREA.  AN
 MC0872'ALUMINUM ACCESS LID HAS BEEN PLACED OVER THE MARK WHICH IS SLIGHTLY
 MC0872'BELOW GRADE.
 MC0872'
 MC0872'THE MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 MC0872'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0871 ***********************************************************************
 MC0871  WATER LEVEL -  This is a Water Level Survey Control Monument.
 MC0871  DESIGNATION -  906 3090 EXHIBITS
 MC0871  PID         -  MC0871
 MC0871  STATE/COUNTY-  MI/MONROE
 MC0871  COUNTRY     -  US
 MC0871  USGS QUAD   -  STONY POINT (2017)
 MC0871
 MC0871                         *CURRENT SURVEY CONTROL
 MC0871  ______________________________________________________________________
 MC0871* NAD 83(1986) POSITION- 41 57 33.69   (N) 083 15 33.81   (W)   HD_HELD1
 MC0871* NAVD 88 ORTHO HEIGHT -   177.450 (meters)      582.18  (feet) ADJUSTED
 MC0871  ______________________________________________________________________
 MC0871  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 MC0871  DYNAMIC HEIGHT  -        177.387 (meters)      581.98  (feet) COMP
 MC0871  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 MC0871
 MC0871  VERT ORDER      -  SECOND    CLASS I
 MC0871
 MC0871.The horizontal coordinates were determined by differentially corrected
 MC0871.hand held GPS observations or other comparable positioning techniques
 MC0871.and have an estimated accuracy of +/- 3 meters.
 MC0871
 MC0871.The orthometric height was determined by differential leveling and
 MC0871.adjusted by the NATIONAL GEODETIC SURVEY
 MC0871.in October 2024.
 MC0871
 MC0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0871.GEOID18 height accuracy estimate available here.
 MC0871
 MC0871.This Water Level Mark is designated as VM 12854
 MC0871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 MC0871
 MC0871.Click photographs - Photos may exist for this station.
 MC0871
 MC0871.The dynamic height is computed by dividing the NAVD 88
 MC0871.geopotential number by the normal gravity value computed on the
 MC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0871.degrees latitude (g = 980.6199 gals.).
 MC0871
 MC0871.The modeled gravity was interpolated from observed gravity values.
 MC0871
 MC0871;                    North         East    Units  Estimated Accuracy
 MC0871;SPC MI S     -    51,629.3   4,091,797.6     MT  (+/- 3 meters HH1 GPS) 
 MC0871
 MC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1275847732(NAD 83)
 MC0871
 MC0871                          SUPERSEDED SURVEY CONTROL
 MC0871
 MC0871  NAVD 88 (06/15/91)  177.453  (m)          582.19   (f) SUPERSEDED  1 0
 MC0871  NGVD 29 (??/??/92)  177.624  (m)          582.75   (f) ADJ UNCH    1 0
 MC0871
 MC0871.Superseded values are not recommended for survey control.
 MC0871
 MC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0871.See file dsdata.pdf to determine how the superseded data were derived.
 MC0871
 MC0871_MARKER: F = FLANGE-ENCASED ROD
 MC0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0871_STAMPING: EXHIBITS 1961
 MC0871_MARK LOGO: NGS
 MC0871_PROJECTION: RECESSED 15 CENTIMETERS
 MC0871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0871+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 MC0871_ROD/PIPE-DEPTH: 2.44 meters
 MC0871
 MC0871  HISTORY     - Date     Condition        Report By
 MC0871  HISTORY     - 1961     MONUMENTED       USLS
 MC0871  HISTORY     - 1969     GOOD             USLS
 MC0871  HISTORY     - 19940720 GOOD             NOS
 MC0871  HISTORY     - 20150505 GOOD             NOS
 MC0871  HISTORY     - 20220428 GOOD             CO-OPS
 MC0871
 MC0871                          STATION DESCRIPTION
 MC0871
 MC0871'DESCRIBED BY US LAKE SURVEY 1969
 MC0871'IN MONROE.
 MC0871'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0871'AT THE ENRICO FERMI ATOMIC POWER PLANT, AT THE NORTHEAST CORNER OF THE
 MC0871'EXHIBITS BUILDING, ON LINE WITH THE NORTH FACE AND 2.7 FEET EAST OF
 MC0871'THE NORTHEAST CORNER OF THE BUILDING, 1/2-FOOT BELOW THE GROUND
 MC0871'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 MC0871'COPPER-COATED STEEL ROD, 8 FEET LONG.
 MC0871
 MC0871                          STATION RECOVERY (1994)
 MC0871
 MC0871'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0871'RECOVERED IN GOOD CONDITION.
 MC0871
 MC0871                          STATION RECOVERY (2015)
 MC0871
 MC0871'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 MC0871'RECOVERED IN GOOD CONDITION.
 MC0871'
 MC0871'NOTE-A NATIONAL GEODETIC SURVEY LOGO HAD BEEN PUT AROUND THE MARK,
 MC0871'WITH THE STAMPING OF THE MARK AND YEAR.
 MC0871
 MC0871                          STATION RECOVERY (2022)
 MC0871
 MC0871'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0871'THE ROD MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD, 2.1
 MC0871'MI (3.4 KM) SOUTHWEST OF ESTRAL BEACH AND 1.3 MI (2.1 KM)
 MC0871'NORTH-NORTHEAST OF STONY POINT.
 MC0871'
 MC0871'THE MARK IS LOCATED NEAR THE NORTHERN MOST CORNER OF THE EF2 VISITOR
 MC0871'CENTER.  ADDRESS OF BUILDING IS 5998 ENRICO FERMI DR #5796 NEWPORT, MI
 MC0871'48166.
 MC0871'
 MC0871'THE MARK IS LOCATED ON A SECURE SITE.  FOR ACCESS CALL THE PLANT
 MC0871'NUMBER 734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB6931 ***********************************************************************
 AB6931  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AB6931  DESIGNATION -  906 3090 F
 AB6931  PID         -  AB6931
 AB6931  STATE/COUNTY-  MI/MONROE
 AB6931  COUNTRY     -  US
 AB6931  USGS QUAD   -  STONY POINT (2017)
 AB6931
 AB6931                         *CURRENT SURVEY CONTROL
 AB6931  ______________________________________________________________________
 AB6931* NAD 83(1986) POSITION- 41 57 35.64   (N) 083 15 30.22   (W)   HD_HELD1
 AB6931* NAVD 88 ORTHO HEIGHT -   177.653 (meters)      582.85  (feet) ADJUSTED
 AB6931  ______________________________________________________________________
 AB6931  GEOID HEIGHT    -        -35.221 (meters)                     GEOID18
 AB6931  DYNAMIC HEIGHT  -        177.590 (meters)      582.64  (feet) COMP
 AB6931  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 AB6931
 AB6931  VERT ORDER      -  SECOND    CLASS I
 AB6931
 AB6931.The horizontal coordinates were determined by differentially corrected
 AB6931.hand held GPS observations or other comparable positioning techniques
 AB6931.and have an estimated accuracy of +/- 3 meters.
 AB6931
 AB6931.The orthometric height was determined by differential leveling and
 AB6931.adjusted by the NATIONAL GEODETIC SURVEY
 AB6931.in October 2024.
 AB6931
 AB6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6931.GEOID18 height accuracy estimate available here.
 AB6931
 AB6931.This Water Level Mark is designated as VM 12855
 AB6931.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6931
 AB6931.Click photographs - Photos may exist for this station.
 AB6931
 AB6931.The dynamic height is computed by dividing the NAVD 88
 AB6931.geopotential number by the normal gravity value computed on the
 AB6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6931.degrees latitude (g = 980.6199 gals.).
 AB6931
 AB6931.The modeled gravity was interpolated from observed gravity values.
 AB6931
 AB6931;                    North         East    Units  Estimated Accuracy
 AB6931;SPC MI S     -    51,690.6   4,091,879.5     MT  (+/- 3 meters HH1 GPS) 
 AB6931
 AB6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1284247790(NAD 83)
 AB6931
 AB6931                          SUPERSEDED SURVEY CONTROL
 AB6931
 AB6931  NAVD 88 (01/06/97)  177.654  (m)          582.85   (f) SUPERSEDED  2 1
 AB6931
 AB6931.Superseded values are not recommended for survey control.
 AB6931
 AB6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6931.See file dsdata.pdf to determine how the superseded data were derived.
 AB6931
 AB6931_MARKER: DB = BENCH MARK DISK
 AB6931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB6931_SP_SET: HOUSING PUMP FOUNDATION
 AB6931_STAMPING: 3090 F 1983
 AB6931_MARK LOGO: NOS
 AB6931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6931+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 AB6931
 AB6931  HISTORY     - Date     Condition        Report By
 AB6931  HISTORY     - 1983     MONUMENTED       NOS
 AB6931  HISTORY     - 19940720 GOOD             NOS
 AB6931  HISTORY     - 20150505 GOOD             NOS
 AB6931  HISTORY     - 20220428 GOOD             CO-OPS
 AB6931
 AB6931                          STATION DESCRIPTION
 AB6931
 AB6931'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6931'AT THE ENRICO FERMI ATOMIC POWER PLANT, APPROXIMATELY 7 MILES (11.3
 AB6931'KM) NORTH OF THE CITY OF MONROE, 75.3 FEET (23.0 M) WEST OF THE WEST
 AB6931'FACE OF THE TURBINE BUILDING, 48.7 FEET (14.8 M) SOUTH OF SOUTHWEST
 AB6931'CORNER OF FERMI 1 OFFICE BUILDING, 34.2 FEET (10.4 M) SOUTHEAST OF
 AB6931'CENTER OF FLAGPOLE, BEING HIGHEST POINT ON A BRONZE DISK SET FLUSH IN
 AB6931'SOUTHWEST CORNER OF CONCRETE FOUNDATION HOUSING PUMPS FOR OILY WASTE
 AB6931'PUMP PIT.
 AB6931
 AB6931                          STATION RECOVERY (2015)
 AB6931
 AB6931'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AB6931'RECOVERED AS DESCRIBED.
 AB6931
 AB6931                          STATION RECOVERY (2022)
 AB6931
 AB6931'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 AB6931'THE BENCH MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD,
 AB6931'2.0 MI (3.2 KM) SOUTHWEST OF ESTRAL BEACH AND 1.3 MI (2.1 KM)
 AB6931'NORTH-NORTHEAST OF STONY POINT.
 AB6931'
 AB6931'FROM THE INTERSECTION OF N. DIXIE HIGHWAY AND ENRICO FERMI DR. HEAD
 AB6931'EAST-SOUTHEAST ON ENRICO FERMI DR. FOR 1 MI (1.6 KM) UNTIL YOU REACH
 AB6931'THE SECURITY GATE FOR THE NUCLEAR PLANT.  AFTER PASSING THE SECURITY
 AB6931'GATE.  CONTINUE DRIVING ON ENRICO FERMI DR FOR ANOTHER MILE UNTIL THE
 AB6931'ROAD ENDS.  ADDRESS OF PLANT IS 5998 ENRICO FERMI DR. NEWPORT, MI
 AB6931'48166.
 AB6931'
 AB6931'THE MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 AB6931'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH9238 ***********************************************************************
 AH9238  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH9238  DESIGNATION -  906 3090 G
 AH9238  PID         -  AH9238
 AH9238  STATE/COUNTY-  MI/MONROE
 AH9238  COUNTRY     -  US
 AH9238  USGS QUAD   -  STONY POINT (2017)
 AH9238
 AH9238                         *CURRENT SURVEY CONTROL
 AH9238  ______________________________________________________________________
 AH9238* NAD 83(2011) POSITION- 41 57 32.59578(N) 083 15 39.58992(W)   ADJUSTED
 AH9238* NAD 83(2011) ELLIP HT-   141.249 (meters)        (06/27/12)   ADJUSTED
 AH9238* NAD 83(2011) EPOCH   -  2010.00
 AH9238* NAVD 88 ORTHO HEIGHT -   176.462 (meters)      578.94  (feet) ADJUSTED
 AH9238  ______________________________________________________________________
 AH9238  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 AH9238  NAD 83(2011) X  -    557,414.374 (meters)                     COMP
 AH9238  NAD 83(2011) Y  - -4,717,327.202 (meters)                     COMP
 AH9238  NAD 83(2011) Z  -  4,242,317.404 (meters)                     COMP
 AH9238  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AH9238  DYNAMIC HEIGHT  -        176.400 (meters)      578.74  (feet) COMP
 AH9238  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 AH9238
 AH9238  VERT ORDER      -  SECOND    CLASS I
 AH9238
 AH9238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9238  Standards:
 AH9238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9238  -------------------------------------------------------------------
 AH9238  NETWORK    0.41   1.22           0.18   0.15   0.62     -0.05638848
 AH9238  -------------------------------------------------------------------
 AH9238  Click here for local accuracies and other accuracy information.
 AH9238
 AH9238.The horizontal coordinates were established by GPS observations
 AH9238.and adjusted by the National Geodetic Survey in June 2012.
 AH9238
 AH9238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9238.been affixed to the stable North American tectonic plate. See 
 AH9238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9238
 AH9238.The horizontal coordinates are valid at the epoch date displayed above
 AH9238.which is a decimal equivalence of Year/Month/Day.
 AH9238
 AH9238.The orthometric height was determined by differential leveling and
 AH9238.adjusted by the NATIONAL GEODETIC SURVEY
 AH9238.in October 2024.
 AH9238
 AH9238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9238.GEOID18 height accuracy estimate available here.
 AH9238
 AH9238.This Water Level Mark is designated as VM 17067
 AH9238.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH9238
 AH9238.Click photographs - Photos may exist for this station.
 AH9238
 AH9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9238
 AH9238.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9238
 AH9238.The ellipsoidal height was determined by GPS observations
 AH9238.and is referenced to NAD 83.
 AH9238
 AH9238.The dynamic height is computed by dividing the NAVD 88
 AH9238.geopotential number by the normal gravity value computed on the
 AH9238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9238.degrees latitude (g = 980.6199 gals.).
 AH9238
 AH9238.The modeled gravity was interpolated from observed gravity values.
 AH9238
 AH9238. The following values were computed from the NAD 83(2011) position.
 AH9238
 AH9238;                    North         East     Units Scale Factor Converg.
 AH9238;SPC MI S     -    51,593.828 4,091,664.957   MT  1.00003635   +0 45 08.8
 AH9238;SPC MI S     -   169,271.09 13,424,097.63   iFT  1.00003635   +0 45 08.8
 AH9238;UTM  17      - 4,647,702.651   312,624.355   MT  1.00003204   -1 30 43.7
 AH9238
 AH9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9238!SPC MI S     -   0.99997785  x   1.00003635  =   1.00001420
 AH9238!UTM  17      -   0.99997785  x   1.00003204  =   1.00000989
 AH9238
 AH9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1262447702(NAD 83)
 AH9238
 AH9238                          SUPERSEDED SURVEY CONTROL
 AH9238
 AH9238  ELLIP H (10/11/07)  141.246  (m)                       GP(       ) 4 2
 AH9238  NAD 83(2007)-  41 57 32.59591(N)    083 15 39.59055(W) AD(2002.00) 0
 AH9238  ELLIP H (02/10/07)  141.295  (m)                       GP(2002.00)    
 AH9238  ELLIP H (07/12/02)  141.310  (m)                       GP(       ) 3 2
 AH9238  NAD 83(1997)-  41 57 32.59630(N)    083 15 39.59097(W) AD(       ) A
 AH9238  ELLIP H (05/25/99)  141.306  (m)                       GP(       ) 3 1
 AH9238  NAVD 88 (09/20/18)  176.46   (m)  GEOID12B model used  GPS OBS        
 AH9238  NAVD 88 (08/23/11)  176.5    (m)  GEOID09  model used  GPS OBS        
 AH9238  NAVD 88 (10/11/07)  176.5    (m)  GEOID03  model used  GPS OBS        
 AH9238  NAVD 88 (05/25/99)  176.5    (m)  GEOID96  model used  GPS OBS        
 AH9238
 AH9238.Superseded values are not recommended for survey control.
 AH9238
 AH9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9238.See file dsdata.pdf to determine how the superseded data were derived.
 AH9238
 AH9238_MARKER: DB = BENCH MARK DISK
 AH9238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9238+WITH SETTING: PAVEMENT
 AH9238_SP_SET: FOUNDATION
 AH9238_STAMPING: 3090 G 1997
 AH9238_MARK LOGO: NOS
 AH9238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9238+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 AH9238
 AH9238  HISTORY     - Date     Condition        Report By
 AH9238  HISTORY     - 1997     MONUMENTED       NOS
 AH9238  HISTORY     - 2005     GOOD             NGS
 AH9238  HISTORY     - 20100608 GOOD             NGS
 AH9238  HISTORY     - 20150505 GOOD             NOS
 AH9238  HISTORY     - 20220428 GOOD             CO-OPS
 AH9238
 AH9238                          STATION DESCRIPTION
 AH9238
 AH9238'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9238'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES (11.3 KM) NORTH
 AH9238'OF MONROE, AT THE ENRICO FERMI ATOMIC POWER PLANT, ON SW CORNER OF A 6
 AH9238'X 8 CONCRETE FOUNDATION, HOUSING 2 SEWER ACCESS MAINS, 100.3 FEET
 AH9238'(30.6 M) ENE OF POWER POLE NO.4857 ON SOUTH SIDE OF FERMI DR., 104.4
 AH9238'FEET (31.8 M) WNW OF POWER POLE NO.4858 ON SOUTH SIDE OF FERMI DR.,
 AH9238'13.3 FEET (4.1 M) NORTH OF CENTER LINE OF FERMI DR., 8.9 FEET (2.7 M)
 AH9238'SOUTH OF MOST SOUTHERLY RAIL OF RR TRACKS RUNNING EAST TO WEST, BEING
 AH9238'HIGHEST POINT ON CENTER OF BRONZE DISC SET FLUSH WITH CONCRETE.
 AH9238
 AH9238                          STATION RECOVERY (2005)
 AH9238
 AH9238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AH9238'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 EXIT 15 AND
 AH9238'DIXIE HIGHWAY JUST EAST OF MONROE, PROCEED NORTHEAST ON DIXIE HIGHWAY
 AH9238'FOR APPROXIMATELY 5.0 MI (8.05 KM) TO THE ENTRANCE TO ENRICO FERMI
 AH9238'POWER PLANT ON THE RIGHT, THEN PROCEED EAST ON ENTRANCE DRIVE FOR 1.0
 AH9238'MI (1.61 KM) TO SECURITY GATE.  CONTINUE THROUGH GATE AND PROCEED
 AH9238'SOUTHEAST 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT, JUST SOUTH OF
 AH9238'THE VISITOR CENTER.  STATION LOCATION IS NOT ACCESSIBLE TO THE PUBLIC.
 AH9238'PERMISSION TO ENTER THE POWER PLANT PROPERTY MUST BE OBTAINED IN
 AH9238'ADVANCE.
 AH9238'
 AH9238'THE STATION IS SET IN A 6 FT (1.8 M) X 8 FT (2.4 M) SQUARE CONCRETE
 AH9238'FOUNDATION FOR TWO SEWER ACCESS MAINS, 13.5 FT (4.1 M) NORTH OF THE
 AH9238'CENTERLINE OF FERMI DRIVE, 100.4 FT (30.6 M) EAST-NORTHEAST OF A POWER
 AH9238'POLE NUMBER 4857 WHICH IS ON THE SOUTH SIDE OF THE ROAD, 104.7 FT
 AH9238'(31.9 M) WEST-NORTHWEST OF A POWER POLE NUMBER 4858 LOCATED ON SOUTH
 AH9238'SIDE OF ROAD, AND 8.9 FT (2.7 M) SOUTH OF NEAREST RAIL OF RAILROAD
 AH9238'TRACK.
 AH9238
 AH9238                          STATION RECOVERY (2010)
 AH9238
 AH9238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AH9238'RECOVERED AS DESCRIBED
 AH9238
 AH9238                          STATION RECOVERY (2015)
 AH9238
 AH9238'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AH9238'RECOVERED AS DESCRIBED.
 AH9238
 AH9238                          STATION RECOVERY (2022)
 AH9238
 AH9238'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 AH9238'THE BENCH MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT
 AH9238'NUMBER 734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6297 ***********************************************************************
 DQ6297  DESIGNATION -  906 3090 H
 DQ6297  PID         -  DQ6297
 DQ6297  STATE/COUNTY-  MI/MONROE
 DQ6297  COUNTRY     -  US
 DQ6297  USGS QUAD   -  STONY POINT (2017)
 DQ6297
 DQ6297                         *CURRENT SURVEY CONTROL
 DQ6297  ______________________________________________________________________
 DQ6297* NAD 83(1986) POSITION- 41 57 35.95   (N) 083 15 25.00   (W)   HD_HELD1
 DQ6297* NAVD 88 ORTHO HEIGHT -   177.256 (meters)      581.55  (feet) ADJUSTED
 DQ6297  ______________________________________________________________________
 DQ6297  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 DQ6297  DYNAMIC HEIGHT  -        177.193 (meters)      581.34  (feet) COMP
 DQ6297  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 DQ6297
 DQ6297  VERT ORDER      -  SECOND    CLASS I
 DQ6297
 DQ6297.The horizontal coordinates were determined by differentially corrected
 DQ6297.hand held GPS observations or other comparable positioning techniques
 DQ6297.and have an estimated accuracy of +/- 3 meters.
 DQ6297
 DQ6297.The orthometric height was determined by differential leveling and
 DQ6297.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6297.in October 2024.
 DQ6297
 DQ6297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6297.GEOID18 height accuracy estimate available here.
 DQ6297
 DQ6297.Click photographs - Photos may exist for this station.
 DQ6297
 DQ6297.The dynamic height is computed by dividing the NAVD 88
 DQ6297.geopotential number by the normal gravity value computed on the
 DQ6297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6297.degrees latitude (g = 980.6199 gals.).
 DQ6297
 DQ6297.The modeled gravity was interpolated from observed gravity values.
 DQ6297
 DQ6297;                    North         East    Units  Estimated Accuracy
 DQ6297;SPC MI S     -    51,701.7   4,091,999.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6297
 DQ6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1296247797(NAD 83)
 DQ6297
 DQ6297                          SUPERSEDED SURVEY CONTROL
 DQ6297
 DQ6297.No superseded survey control is available for this station.
 DQ6297
 DQ6297_MARKER: DB = BENCH MARK DISK
 DQ6297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6297_SP_SET: GAUGE HOUSE FOUNDATION
 DQ6297_STAMPING: 3090 H 2013
 DQ6297_MARK LOGO: NOS
 DQ6297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6297+STABILITY: SURFACE MOTION
 DQ6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6297+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 DQ6297
 DQ6297  HISTORY     - Date     Condition        Report By
 DQ6297  HISTORY     - 20130426 MONUMENTED       NOS
 DQ6297  HISTORY     - 20150505 GOOD             CO-OPS
 DQ6297  HISTORY     - 20220428 GOOD             CO-OPS
 DQ6297
 DQ6297                          STATION DESCRIPTION
 DQ6297
 DQ6297'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2015 (PTR)
 DQ6297'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD, 2.0
 DQ6297'MI (3.2 KM) SOUTH-SOUTHWEST OF ESTRAL BEACH AND 1.4 MI (2.3 KM)
 DQ6297'NORTH-NORTHEAST OF STONY POINT.
 DQ6297'
 DQ6297'TO REACH GO 7.0 MI (11.3 KM) NORTH OF MONROE AT THE ENRICO FERMI
 DQ6297'ATOMIC POWER PLANT, SET FLUSH IN THE NORTHWESTERN MOST CORNER IN THE
 DQ6297'FOUNDATION OF THE NOS GAUGE HOUSE.
 DQ6297'
 DQ6297'IT IS 23.86 M (78.3 FT) SOUTHEAST OF THE CENTER PILLAR OF A WATER
 DQ6297'TOWER, 9.280 M (30.4 FT) NORTHEAST OF THE NORTHERN FACE OF BUILDING
 DQ6297'ADJACENT TO NOS GAUGE HOUSE, 1.52 M (5.0 FT) SOUTHWEST OF THE SEA WALL
 DQ6297'AND 0.36 M (1.2 FT) NORTH OF THE NORTHEAST CORNER OF NOS GAUGE HOUSE.
 DQ6297
 DQ6297                          STATION RECOVERY (2022)
 DQ6297
 DQ6297'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 DQ6297'ENRICO FERMI NUCLEAR POWER PLANT IS LOCATED AT 5998 ENRICO FERMI DRIVE
 DQ6297'IN NEWPORT, MI 48166.  PLANT IS SECURED AREA AND REQUIRES PRE-APPROVAL
 DQ6297'FOR ACCESS. FOR ACCESS CALL THE PLANT NUMBER 734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9647 ***********************************************************************
 DR9647  DESIGNATION -  906 3090 J
 DR9647  PID         -  DR9647
 DR9647  STATE/COUNTY-  MI/MONROE
 DR9647  COUNTRY     -  US
 DR9647  USGS QUAD   -  STONY POINT (2017)
 DR9647
 DR9647                         *CURRENT SURVEY CONTROL
 DR9647  ______________________________________________________________________
 DR9647* NAD 83(1986) POSITION- 41 57 36.55   (N) 083 15 22.18   (W)   HD_HELD1
 DR9647* NAVD 88 ORTHO HEIGHT -   177.662 (meters)      582.88  (feet) ADJUSTED
 DR9647  ______________________________________________________________________
 DR9647  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 DR9647  DYNAMIC HEIGHT  -        177.599 (meters)      582.67  (feet) COMP
 DR9647  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 DR9647
 DR9647  VERT ORDER      -  SECOND    CLASS I
 DR9647
 DR9647.The horizontal coordinates were determined by differentially corrected
 DR9647.hand held GPS observations or other comparable positioning techniques
 DR9647.and have an estimated accuracy of +/- 3 meters.
 DR9647
 DR9647.The orthometric height was determined by differential leveling and
 DR9647.adjusted by the NATIONAL GEODETIC SURVEY
 DR9647.in October 2024.
 DR9647
 DR9647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9647.GEOID18 height accuracy estimate available here.
 DR9647
 DR9647.Click photographs - Photos may exist for this station.
 DR9647
 DR9647.The dynamic height is computed by dividing the NAVD 88
 DR9647.geopotential number by the normal gravity value computed on the
 DR9647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9647.degrees latitude (g = 980.6199 gals.).
 DR9647
 DR9647.The modeled gravity was interpolated from observed gravity values.
 DR9647
 DR9647;                    North         East    Units  Estimated Accuracy
 DR9647;SPC MI S     -    51,721.1   4,092,064.3     MT  (+/- 3 meters HH1 GPS) 
 DR9647
 DR9647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1302847814(NAD 83)
 DR9647
 DR9647                          SUPERSEDED SURVEY CONTROL
 DR9647
 DR9647.No superseded survey control is available for this station.
 DR9647
 DR9647_MARKER: X = CHISELED CROSS
 DR9647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9647_SP_SET: STEEL PILE
 DR9647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9647+STABILITY: SURFACE MOTION
 DR9647
 DR9647  HISTORY     - Date     Condition        Report By
 DR9647  HISTORY     - 20180520 MONUMENTED       CO-OPS
 DR9647  HISTORY     - 20220428 GOOD             CO-OPS
 DR9647
 DR9647                          STATION DESCRIPTION
 DR9647
 DR9647'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 DR9647'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD, 2.0 MI
 DR9647'(3.2 KM) SOUTH-SOUTHWEST OF ESTRAL BEACH AND 1.4 MI (2.3 KM)
 DR9647'NORTH-NORTHEAST OF STONY POINT.
 DR9647'
 DR9647'FROM THE INTERSECTION OF N. DIXIE HIGHWAY AND ENRICO FERMI DR. HEAD
 DR9647'EAST-SOUTHEAST ON ENRICO FERMI DR. FOR 1 MI (1.6 KM) UNTIL YOU REACH
 DR9647'THE SECURITY GATE FOR THE NUCLEAR PLANT.  AFTER PASSING THE SECURITY
 DR9647'GATE.  CONTINUE DRIVING ON ENRICO FERMI DR FOR ANOTHER MILE UNTIL THE
 DR9647'ROAD ENDS.  THE MARK IS AN X CREATED BETWEEN TWO CUT GROOVES ON THE
 DR9647'TOP OF A STEEL SHEET PILE WALL LOCATED TO THE EAST OF THE NOS WATER
 DR9647'LEVEL GAUGE HOUSE.  THE ADDRESS OF THE NUCLEAR PLANT IS 5998 ENRICO
 DR9647'FERMI DR. NEWPORT, MI 48166 NUCLEAR POWER PLANT.     THE MARK IS ON
 DR9647'THE FOURTH PANEL IN FROM THE EAST END OF BULKHEAD, DIRECTLY ABOVE HOLE
 DR9647'IN PANEL.  BENCH MARK IS LOCATED 22.38 M (73.4 FT) EAST OF THE EAST
 DR9647'BULKHEAD WALL OF THE WATER INTAKE FOR THE PLANT, 18.40 M (60.4 FT)
 DR9647'SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING WITH BROWN SIDING AND
 DR9647'17.45 M (57.3 FT) WEST OF THE SECOND WOODEN LIGHT POLE FROM THE
 DR9647'WATER'S EDGE.
 DR9647'
 DR9647'THE MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 DR9647'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9648 ***********************************************************************
 DR9648  DESIGNATION -  906 3090 K
 DR9648  PID         -  DR9648
 DR9648  STATE/COUNTY-  MI/MONROE
 DR9648  COUNTRY     -  US
 DR9648  USGS QUAD   -  STONY POINT (2017)
 DR9648
 DR9648                         *CURRENT SURVEY CONTROL
 DR9648  ______________________________________________________________________
 DR9648* NAD 83(2011) POSITION- 41 57 43.99830(N) 083 16 28.06005(W)   ADJUSTED
 DR9648* NAD 83(2011) ELLIP HT-   145.086 (meters)        (12/02/25)   ADJUSTED
 DR9648* NAD 83(2011) EPOCH   -  2010.00
 DR9648* NAVD 88 ORTHO HEIGHT -   180.315 (meters)      591.58  (feet) ADJUSTED
 DR9648  ______________________________________________________________________
 DR9648  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 DR9648  NAD 83(2011) X  -    556,278.620 (meters)                     COMP
 DR9648  NAD 83(2011) Y  - -4,717,227.280 (meters)                     COMP
 DR9648  NAD 83(2011) Z  -  4,242,581.581 (meters)                     COMP
 DR9648  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DR9648  DYNAMIC HEIGHT  -        180.252 (meters)      591.38  (feet) COMP
 DR9648  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 DR9648
 DR9648  VERT ORDER      -  SECOND    CLASS I
 DR9648
 DR9648  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9648  Standards:
 DR9648         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9648            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9648  -------------------------------------------------------------------
 DR9648  NETWORK    0.45   0.82           0.21   0.15   0.42     -0.00638375
 DR9648  -------------------------------------------------------------------
 DR9648  Click here for local accuracies and other accuracy information.
 DR9648
 DR9648.The horizontal coordinates were established by GPS observations
 DR9648.and adjusted by the National Geodetic Survey in December 2025.
 DR9648
 DR9648.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9648.been affixed to the stable North American tectonic plate. See 
 DR9648.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9648
 DR9648.The horizontal coordinates are valid at the epoch date displayed above
 DR9648.which is a decimal equivalence of Year/Month/Day.
 DR9648
 DR9648.The orthometric height was determined by differential leveling and
 DR9648.adjusted by the NATIONAL GEODETIC SURVEY
 DR9648.in October 2024.
 DR9648
 DR9648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9648.GEOID18 height accuracy estimate available here.
 DR9648
 DR9648.Click photographs - Photos may exist for this station.
 DR9648
 DR9648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9648
 DR9648.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9648
 DR9648.The ellipsoidal height was determined by GPS observations
 DR9648.and is referenced to NAD 83.
 DR9648
 DR9648.The dynamic height is computed by dividing the NAVD 88
 DR9648.geopotential number by the normal gravity value computed on the
 DR9648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9648.degrees latitude (g = 980.6199 gals.).
 DR9648
 DR9648.The modeled gravity was interpolated from observed gravity values.
 DR9648
 DR9648. The following values were computed from the NAD 83(2011) position.
 DR9648
 DR9648;                    North         East     Units Scale Factor Converg.
 DR9648;SPC MI S     -    51,931.048 4,090,544.236   MT  1.00003546   +0 44 35.8
 DR9648;SPC MI S     -   170,377.45 13,420,420.72   iFT  1.00003546   +0 44 35.8
 DR9648;UTM  17      - 4,648,083.892   311,517.835   MT  1.00003716   -1 31 16.5
 DR9648
 DR9648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9648!SPC MI S     -   0.99997724  x   1.00003546  =   1.00001270
 DR9648!UTM  17      -   0.99997724  x   1.00003716  =   1.00001440
 DR9648
 DR9648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1151748083(NAD 83)
 DR9648
 DR9648                          SUPERSEDED SURVEY CONTROL
 DR9648
 DR9648.No superseded survey control is available for this station.
 DR9648
 DR9648_MARKER: F = FLANGE-ENCASED ROD
 DR9648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9648+WITH SETTING: INFORMATION.
 DR9648_STAMPING: 3090 K 2019
 DR9648_MARK LOGO: NGS
 DR9648_PROJECTION: RECESSED 5 CENTIMETERS
 DR9648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9648+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DR9648_ROD/PIPE-DEPTH: 1.4 meters
 DR9648_SLEEVE-DEPTH  : 0.9 meters
 DR9648
 DR9648  HISTORY     - Date     Condition        Report By
 DR9648  HISTORY     - 20191024 MONUMENTED       CO-OPS
 DR9648  HISTORY     - 20220428 GOOD             CO-OPS
 DR9648  HISTORY     - 20220825 GOOD             NGS
 DR9648
 DR9648                          STATION DESCRIPTION
 DR9648
 DR9648'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 DR9648'THE ROD MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF
 DR9648'MONROE, 2.5 MI (4.0 KM) SOUTHWEST OF ESTRAL BEACH AND 1.5 MI (2.4 KM)
 DR9648'NORTH-NORTHWEST OF STONY POINT.
 DR9648'
 DR9648'TO REACH MARK 3090 K, IN MONROE COUNTY, MICHIGAN FROM THE INTERSECTION
 DR9648'OF HIGHWAY 75 AND DIXIE HIGHWAY, PROCEED EAST-SOUTHEAST ON DIXIE
 DR9648'HIGHWAY FOR APPROXIMATELY 8.0 KM (5.0 MI) TO THE INTERSECTION WITH THE
 DR9648'ENTRANCE TO ENRICO FERMI NUCLEAR POWER PLANT ON THE SOUTH SIDE OF
 DR9648'DIXIE HIGHWAY, THEN PROCEED EAST ON PAVED FERMI DRIVE FOR
 DR9648'APPROXIMATELY 1.6 KM (1.0 MI) TO THE PLANTS SECURITY GATE, THE BENCH
 DR9648'MARK IS ON THE WEST SIDE OF FERMI DRIVE.  THE ENRICO FERMI NUCLEAR
 DR9648'PLANT IS LOCATED AT 6400 N DIXIE HIGHWAY NEWPORT, MI 48166.
 DR9648'
 DR9648'THE MARK IS 98.88 M (324.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 DR9648'THE FERMI POWER PLANT DIGITAL WELCOME SIGN, 55.89 M (183.4 FT) SOUTH
 DR9648'OF POWER POLE (L135WJ780), 27.64 M (90.7 FT) WEST-SOUTHWEST OF POWER
 DR9648'POLE (MB5-02SPSK445), 19.85 M (65.1 FT) EAST OF THE WEST FENCE LINE OF
 DR9648'THE PROPERTY.  THE MARK IS FOUND 56 INCH (142 CM) LONG STAINLESS STEEL
 DR9648'ROD ADHERED TO BEDROCK WITH 960 POUNDS OF CONCRETE, PROTECTED BY A 5
 DR9648'INCH (13 CM) DIAMETER PVC SLEEVE AND ALUMINUM ACCESS LID WITH WITNESS
 DR9648'POST. THE MARK IS LOCATED ON A SECURE SITE.  FOR ACCESS CALL THE PLANT
 DR9648'NUMBER 734-302-4800.
 DR9648
 DR9648                          STATION RECOVERY (2022)
 DR9648
 DR9648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DR9648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0873 ***********************************************************************
 MC0873  WATER LEVEL -  This is a Water Level Survey Control Monument.
 MC0873  DESIGNATION -  906 3090 POWER
 MC0873  PID         -  MC0873
 MC0873  STATE/COUNTY-  MI/MONROE
 MC0873  COUNTRY     -  US
 MC0873  USGS QUAD   -  STONY POINT (2017)
 MC0873
 MC0873                         *CURRENT SURVEY CONTROL
 MC0873  ______________________________________________________________________
 MC0873* NAD 83(1986) POSITION- 41 57 35.42   (N) 083 15 26.74   (W)   HD_HELD1
 MC0873* NAVD 88 ORTHO HEIGHT -   177.652 (meters)      582.85  (feet) ADJUSTED
 MC0873  ______________________________________________________________________
 MC0873  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 MC0873  DYNAMIC HEIGHT  -        177.589 (meters)      582.64  (feet) COMP
 MC0873  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 MC0873
 MC0873  VERT ORDER      -  FIRST     CLASS 0
 MC0873
 MC0873.The horizontal coordinates were determined by differentially corrected
 MC0873.hand held GPS observations or other comparable positioning techniques
 MC0873.and have an estimated accuracy of +/- 3 meters.
 MC0873
 MC0873.The orthometric height was determined by differential leveling and
 MC0873.adjusted by the NATIONAL GEODETIC SURVEY
 MC0873.in June 1991.
 MC0873
 MC0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0873.GEOID18 height accuracy estimate available here.
 MC0873
 MC0873.This Water Level Mark is designated as VM 12851
 MC0873.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 MC0873
 MC0873.Click photographs - Photos may exist for this station.
 MC0873
 MC0873.The dynamic height is computed by dividing the NAVD 88
 MC0873.geopotential number by the normal gravity value computed on the
 MC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0873.degrees latitude (g = 980.6199 gals.).
 MC0873
 MC0873.The modeled gravity was interpolated from observed gravity values.
 MC0873
 MC0873;                    North         East    Units  Estimated Accuracy
 MC0873;SPC MI S     -    51,684.9   4,091,959.7     MT  (+/- 3 meters HH1 GPS) 
 MC0873
 MC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1292247781(NAD 83)
 MC0873
 MC0873                          SUPERSEDED SURVEY CONTROL
 MC0873
 MC0873  NGVD 29 (??/??/92)  177.824  (m)          583.41   (f) ADJ UNCH    1 0
 MC0873
 MC0873.Superseded values are not recommended for survey control.
 MC0873
 MC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0873.See file dsdata.pdf to determine how the superseded data were derived.
 MC0873
 MC0873_MARKER: DD = SURVEY DISK
 MC0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0873_SP_SET: SCREEN WELL WALL FOOTING
 MC0873_STAMPING: POWER 1961 U.S. LAKE SURVEY
 MC0873_MARK LOGO: USACE
 MC0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0873+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 MC0873
 MC0873  HISTORY     - Date     Condition        Report By
 MC0873  HISTORY     - 1961     MONUMENTED       USACE
 MC0873  HISTORY     - 1969     GOOD             USLS
 MC0873  HISTORY     - 19940720 GOOD             NOS
 MC0873  HISTORY     - 20150505 GOOD             NOS
 MC0873  HISTORY     - 20220428 GOOD             CO-OPS
 MC0873
 MC0873                          STATION DESCRIPTION
 MC0873
 MC0873'DESCRIBED BY US LAKE SURVEY 1969
 MC0873'IN MONROE.
 MC0873'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0873'AT THE ENRICO FERMI ATOMIC POWER PLANT, ON SOUTHEAST CORNER OF THE
 MC0873'SCREEN WELLS OF THE INTAKE CANAL ON THE EAST FACE OF THE TURBINE
 MC0873'BUILDING, 52.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 4.2
 MC0873'FEET FROM THE EAST FACE OF THE BUILDING, 0.8 FOOT FROM THE SOUTHEAST
 MC0873'CORNER OF THE SCREEN WELL, 1 FOOT ABOVE THE GROUND BEING HIGHEST POINT
 MC0873'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE TOP OF THE CONCRETE
 MC0873'SCREEN WELL.
 MC0873
 MC0873                          STATION RECOVERY (1994)
 MC0873
 MC0873'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0873'RECOVERED IN GOOD CONDITION.
 MC0873
 MC0873                          STATION RECOVERY (2015)
 MC0873
 MC0873'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 MC0873'RECOVERED AS DESCRIBED.
 MC0873
 MC0873                          STATION RECOVERY (2022)
 MC0873
 MC0873'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0873'THE SURVEY MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF ROCKWOOD,
 MC0873'2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF ESTRAL BEACH AND 1.3 MI (2.1 KM)
 MC0873'NORTH-NORTHEAST OF STONY POINT.
 MC0873'
 MC0873'TO REACH THE MARK IN MONROE COUNTY, MICHIGAN FROM THE INTERSECTION OF
 MC0873'HIGHWAY 75 AND DIXIE HIGHWAY, PROCEED EAST-SOUTHEAST ON DIXIE HIGHWAY
 MC0873'FOR APPROXIMATELY 5.0 MI (8.0 KM) TO THE INTERSECTION WITH THE
 MC0873'ENTRANCE TO THE ENRICO FERMI NUCLEAR POWER PLANT, ON THE SOUTH SIDE OF
 MC0873'DIXIE HIGHWAY, THEN PROCEED EAST ON PAVED FERMI DRIVE FOR
 MC0873'APPROXIMATELY 1.0 MI (1.6 KM), TO THE PLANTS SECURITY GATE.  AFTER
 MC0873'PASSING THE SECURITY GATE.  CONTINUE TO PROCEED SOUTHEAST FOR
 MC0873'APPROXIMATELY 1 MI (1.6 KM).  THE ADDRESS OF THE NUCLEAR PLANT IS 5998
 MC0873'ENRICO FERMI DR. NEWPORT, MI 48166 NUCLEAR POWER PLANT.
 MC0873'
 MC0873'THE MARK IS LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 MC0873'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0036 ***********************************************************************
 OJ0036  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0036  DESIGNATION -  907 5002 BURTCH
 OJ0036  PID         -  OJ0036
 OJ0036  STATE/COUNTY-  MI/ST CLAIR
 OJ0036  COUNTRY     -  US
 OJ0036  USGS QUAD   -  JEDDO OE E (2017)
 OJ0036
 OJ0036                         *CURRENT SURVEY CONTROL
 OJ0036  ______________________________________________________________________
 OJ0036* NAD 83(1986) POSITION- 43 08 25.14   (N) 082 29 37.91   (W)   HD_HELD1
 OJ0036* NAVD 88 ORTHO HEIGHT -   178.837 (meters)      586.73  (feet) ADJUSTED
 OJ0036  ______________________________________________________________________
 OJ0036  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 OJ0036  DYNAMIC HEIGHT  -        178.797 (meters)      586.60  (feet) COMP
 OJ0036  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 OJ0036
 OJ0036  VERT ORDER      -  FIRST     CLASS 0
 OJ0036
 OJ0036.The horizontal coordinates were determined by differentially corrected
 OJ0036.hand held GPS observations or other comparable positioning techniques
 OJ0036.and have an estimated accuracy of +/- 3 meters.
 OJ0036
 OJ0036.The orthometric height was determined by differential leveling and
 OJ0036.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0036.in June 1991.
 OJ0036
 OJ0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0036.GEOID18 height accuracy estimate available here.
 OJ0036
 OJ0036.This Water Level Mark is designated as VM 13030
 OJ0036.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0036
 OJ0036.Click photographs - Photos may exist for this station.
 OJ0036
 OJ0036.The dynamic height is computed by dividing the NAVD 88
 OJ0036.geopotential number by the normal gravity value computed on the
 OJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0036.degrees latitude (g = 980.6199 gals.).
 OJ0036
 OJ0036.The modeled gravity was interpolated from observed gravity values.
 OJ0036
 OJ0036;                    North         East    Units  Estimated Accuracy
 OJ0036;SPC MI S     -   183,897.9   4,152,337.0     MT  (+/- 3 meters HH1 GPS) 
 OJ0036
 OJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7851477479(NAD 83)
 OJ0036
 OJ0036                          SUPERSEDED SURVEY CONTROL
 OJ0036
 OJ0036  NGVD 29 (11/26/84)  178.956  (m)          587.12   (f) ADJUSTED    1 0
 OJ0036
 OJ0036.Superseded values are not recommended for survey control.
 OJ0036
 OJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0036.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0036
 OJ0036_MARKER: P = PIPE CAP
 OJ0036_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OJ0036_STAMPING: BURTCH 907 5002
 OJ0036_MARK LOGO: NGS
 OJ0036_PROJECTION: RECESSED 30 CENTIMETERS
 OJ0036_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0036+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0036_ROD/PIPE-DEPTH: 14.0 meters
 OJ0036_SLEEVE-DEPTH  : 13.5 meters
 OJ0036
 OJ0036  HISTORY     - Date     Condition        Report By
 OJ0036  HISTORY     - 1970     MONUMENTED       USLS
 OJ0036  HISTORY     - 1970     GOOD             USLS
 OJ0036  HISTORY     - 1980     GOOD             NGS
 OJ0036  HISTORY     - 19941018 GOOD             NOS
 OJ0036  HISTORY     - 19951020 GOOD             NOS
 OJ0036  HISTORY     - 20050804 GOOD             NGS
 OJ0036  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0036
 OJ0036                          STATION DESCRIPTION
 OJ0036
 OJ0036'DESCRIBED BY US LAKE SURVEY 1970
 OJ0036'AT NORTH LAKEPORT.
 OJ0036'BURTCH IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, IN
 OJ0036'BURTCHVILLE COMMUNITY PARK, 1.65 MILES NORTH OF FLASHER SIGNAL
 OJ0036'AT INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN
 OJ0036'LAKEPORT, ABOUT 250 FEET EASTERLY OF INTERSECTION OF LAKESHORE
 OJ0036'RD. AND LAKE ST., 68.7 FEET SOUTHWESTERLY OF UTILITY POLE NO.
 OJ0036'Y-7679, 62.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF PARK
 OJ0036'CONCESSION STAND, 8.4 FEET NORTHWEST OF NORTHEAST CORNER AND 7.6
 OJ0036'FEET NORTHEAST OF NORTHWEST CORNER OF GAGE HOUSE, 1 FOOT BELOW
 OJ0036'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 OJ0036'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE,
 OJ0036'46 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 OJ0036'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 OJ0036'PIPE WITH COVER 1/4-FOOT BELOW THE GROUND SURFACE.  BM BURTCH
 OJ0036'1970
 OJ0036
 OJ0036                          STATION RECOVERY (1980)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0036'IN NORTH LAKEPORT, 0.2 KILOMETER (0.1 MILE) EAST OF THE JUNCTION
 OJ0036'OF LAKE SHORE ROAD, AT THE EAST END OF LAKE STREET WHICH IS AN OVAL
 OJ0036'TURN AROUND AND AT THE BURTCH TOWNSHIP COMMUNITY BEACH, SET
 OJ0036'SOUTHEAST OF THE OVAL AND NORTH OF A 6 X 6 FOOT BRICK LAKE SURVEY
 OJ0036'GAGE HOUSE, 21.0 METERS (69.0 FEET) SOUTH-SOUTHWEST OF POWER POLE
 OJ0036'WITH SECURITY LIGHT, 2.75 METERS (9.0 FEET) SOUTHEAST OF THE SOUTH
 OJ0036'METAL LEG SUPPORTING A SLIDDING BOARD, 2.35 METERS (7.7 FEET)
 OJ0036'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE, NOTE, AT THIS
 OJ0036'TIME THE STAINLESS STEEL ROD WITH PLUG WAS ENCASED IN A 5-INCH
 OJ0036'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED BURTCH.
 OJ0036'THE MARK IS 0.3 M BELOW GROUND.
 OJ0036
 OJ0036                          STATION RECOVERY (1994)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0036'BURTCH IS IN NORTH LAKEPORT,ST.  CLAIR COUNTY, MICHIGAN, 0.2 KILOMETER
 OJ0036'(0.10 MI) EAST OF THE JUNCTION OF LAKE SHORE ROAD, AT THE EAST END OF
 OJ0036'LAKE STREET WHICH IS AN OVAL TURN AROUND AND AT THE BURTCH TOWNSHIP
 OJ0036'COMMUNITY BEACH, SET SOUTHEAST OF THE OVAL AND NORTH OF A 6 X 6-FOOT
 OJ0036'BRICK WATER LEVEL GAUGE HOUSE, 21.0 METERS (68.9 FT) SOUTH-SOUTHWEST
 OJ0036'OF POWER POLE WITH SECURITY LIGHT, 17.90 METERS (58.73 FT) NORTHWEST
 OJ0036'OF THE WEST END OF STEEL JETTY WHICH IS SOUTHEAST OF GAUGE HOUSE, 2.75
 OJ0036'METERS (9.02 FT) SOUTHEAST OF THE SOUTH METAL LEG SUPPORTING A
 OJ0036'SLIDDING BOARD, 2.56 METERS (8.40 FT) NORTHWEST OF THE NORTHEAST
 OJ0036'CORNER AND 2.35 METERS (7.71 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 OJ0036'THE GAUGE HOUSE, NOTE, THIS BEING HIGHEST POINT ON TOP OF A STAINLESS
 OJ0036'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 14.0
 OJ0036'METERS (45.9 FT) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 OJ0036'PIPE.  THE PIPE WITH PLUG IS ENCASED IN A 5-INCH PVC PIPE WITH AN
 OJ0036'ALUMINUM ACCESS COVER AND STAMPED BURTCH.
 OJ0036
 OJ0036                          STATION RECOVERY (1995)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0036'RECOVERED AS DESCRIBED.
 OJ0036
 OJ0036                          STATION RECOVERY (2005)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0036'ACCESS COVER IS STAMPED '907 5002 BURTCH.'  MARK IS 0.4 M WNW OF
 OJ0036'WITNESS POST.  THERE IS NO CENTER PUNCH.
 OJ0036
 OJ0036                          STATION RECOVERY (2022)
 OJ0036
 OJ0036'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0033 ***********************************************************************
 OJ0033  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0033  DESIGNATION -  907 5002 DIAMOND
 OJ0033  PID         -  OJ0033
 OJ0033  STATE/COUNTY-  MI/ST CLAIR
 OJ0033  COUNTRY     -  US
 OJ0033  USGS QUAD   -  JEDDO OE E (2017)
 OJ0033
 OJ0033                         *CURRENT SURVEY CONTROL
 OJ0033  ______________________________________________________________________
 OJ0033* NAD 83(1994) POSITION- 43 08 25.37079(N) 082 29 43.67928(W)   ADJUSTED
 OJ0033* NAVD 88 ORTHO HEIGHT -   181.466 (meters)      595.36  (feet) ADJUSTED
 OJ0033  ______________________________________________________________________
 OJ0033  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 OJ0033  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 OJ0033  DYNAMIC HEIGHT  -        181.425 (meters)      595.23  (feet) COMP
 OJ0033  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 OJ0033
 OJ0033  HORZ ORDER      -  SECOND
 OJ0033  VERT ORDER      -  FIRST     CLASS 0
 OJ0033
 OJ0033.The horizontal coordinates were established by classical geodetic methods
 OJ0033.and adjusted by the National Geodetic Survey in February 1997.
 OJ0033
 OJ0033.The orthometric height was determined by differential leveling and
 OJ0033.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0033.in June 1991.
 OJ0033
 OJ0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0033.GEOID18 height accuracy estimate available here.
 OJ0033
 OJ0033.This Water Level Mark is designated as VM 13034
 OJ0033.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0033
 OJ0033.Click photographs - Photos may exist for this station.
 OJ0033
 OJ0033.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0033
 OJ0033.The dynamic height is computed by dividing the NAVD 88
 OJ0033.geopotential number by the normal gravity value computed on the
 OJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0033.degrees latitude (g = 980.6199 gals.).
 OJ0033
 OJ0033.The modeled gravity was interpolated from observed gravity values.
 OJ0033
 OJ0033. The following values were computed from the NAD 83(1994) position.
 OJ0033
 OJ0033;                    North         East     Units Scale Factor Converg.
 OJ0033;SPC MI S     -   183,902.142 4,152,206.461   MT  0.99991679   +1 16 24.3
 OJ0033;SPC MI S     -   603,353.48 13,622,724.61   iFT  0.99991679   +1 16 24.3
 OJ0033;UTM  17      - 4,777,489.429   378,383.937   MT  0.99978195   -1 01 21.7
 OJ0033
 OJ0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0033!SPC MI S     -   0.99997700  x   0.99991679  =   0.99989379
 OJ0033!UTM  17      -   0.99997700  x   0.99978195  =   0.99975896
 OJ0033
 OJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7838377489(NAD 83)
 OJ0033
 OJ0033                          SUPERSEDED SURVEY CONTROL
 OJ0033
 OJ0033  NAD 83(1986)-  43 08 25.35671(N)    082 29 43.70878(W) AD(       ) 2
 OJ0033  NAD 27      -  43 08 25.25469(N)    082 29 43.99176(W) AD(       ) 2
 OJ0033  NGVD 29             181.65   (m)          596.0    (f) LEVELING    3  
 OJ0033  NGVD 29 (11/26/84)  181.585  (m)          595.75   (f) ADJUSTED    1 0
 OJ0033
 OJ0033.Superseded values are not recommended for survey control.
 OJ0033
 OJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0033.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0033
 OJ0033_MARKER: F = FLANGE-ENCASED ROD
 OJ0033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0033_STAMPING: DIAMOND 1960
 OJ0033_MARK LOGO: NGS
 OJ0033_PROJECTION: RECESSED 15 CENTIMETERS
 OJ0033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0033+STABILITY: SURFACE MOTION
 OJ0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0033+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0033_ROD/PIPE-DEPTH: 3.0 meters
 OJ0033
 OJ0033  HISTORY     - Date     Condition        Report By
 OJ0033  HISTORY     - 1960     MONUMENTED       USLS
 OJ0033  HISTORY     - 1970     GOOD             USLS
 OJ0033  HISTORY     - 1977     GOOD             NGS
 OJ0033  HISTORY     - 1980     GOOD             NGS
 OJ0033  HISTORY     - 1983     GOOD             USPSQD
 OJ0033  HISTORY     - 19930515 GOOD             USPSQD
 OJ0033  HISTORY     - 19941018 GOOD             NOS
 OJ0033  HISTORY     - 19951020 GOOD             NOS
 OJ0033  HISTORY     - 20050804 GOOD             NGS
 OJ0033  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0033
 OJ0033                          STATION DESCRIPTION
 OJ0033
 OJ0033'DESCRIBED BY US LAKE SURVEY 1970
 OJ0033'AT NORTH LAKEPORT.
 OJ0033'DIAMOND IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN,
 OJ0033'APPROXIMATELY 1.6 MILES NORTH OF THE FLASHER SIGNAL AT
 OJ0033'INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET, IN
 OJ0033'LAKEPORT, IN BURTCHVILLE COMMUNITY PARK, 51 FEET SOUTH OF
 OJ0033'CENTERLINE OF LAKE STREET WHICH IS ROAD LEADING INTO THE PARK,
 OJ0033'BEHIND AND AT INTERSECTION OF EXTENDED LINES OF NORTHEAST AND
 OJ0033'NORTHWEST FACES OF THE BACKSTOP, 19.9 FEET SOUTHEAST OF UTILITY
 OJ0033'POLE NO. DE 49-40B4, 18.5 FEET SOUTHWEST OF A 9-INCH WHITE
 OJ0033'PINE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0033'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET
 OJ0033'LONG.  BM DIAMOND 1960
 OJ0033
 OJ0033                          STATION RECOVERY (1977)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0033'THE MARK WAS RECOVERED IN GOOD CONDITION.  AN ELECTRONIC
 OJ0033'TRAVERSE TIE WAS MADE TO TRAVERSE STATION LAKEPORT.
 OJ0033'
 OJ0033'THE MARK IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 OJ0033'JEDDO, 2 MILES NORTH OF LAKEPORT, IN THE NORTHWEST 1/4 OF
 OJ0033'SECTION 17, T8N, R17E, AT THE NORTHEAST EDGE OF BURTCHVILLE
 OJ0033'COMMUNITY PARK, JUST WEST OF LAKE HURON.
 OJ0033'
 OJ0033'TO REACH THE MARK FROM THE CAUTION FLASHER AT THE INTERSECTION
 OJ0033'OF MILWAKEE STREET AND U.S. HIGHWAY 25 AT THE NORTH EDGE OF
 OJ0033'LAKEPORT, GO NORTH ON U.S. HIGHWAY 25 FOR 1.9 MILES TO A
 OJ0033'SIDEROAD RIGHT AND SIGN HARRIS ROAD.  TURN RIGHT AND GO EAST
 OJ0033'ON HARRIS ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT THEN
 OJ0033'LEFT AND GO EAST TO THE ENTRANCE OF THE BURTCHVILLE COMMUNITY
 OJ0033'PARK.  CONTINUE AHEAD EAST 0.05 MILE TO A BASEBALL BACKSTOP
 OJ0033'ON THE RIGHT AND THE MARK ON THE RIGHT.
 OJ0033'
 OJ0033'THE MARK IS A 5/8-INCH DIAMETER COPPER COATED STEEL ROD DRIVEN
 OJ0033'ABOUT 10 FEET INTO THE GROUND.  IT IS 1 FOOT BELOW THE GROUND
 OJ0033'SURFACE.  IT IS 45 FEET SOUTH OF CENTER OF THE ROAD, 20 FEET
 OJ0033'SOUTHEAST OF A POWERLINE POLE, 4.3 FEET NORTH OF THE CENTER OF
 OJ0033'THE NORTH SIDE OF THE BASEBALL BACKSTOP.
 OJ0033'DESCRIBED BY D.R. TYLER
 OJ0033
 OJ0033                          STATION RECOVERY (1980)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0033'IN NORTH LAKEPORT, IN BURTCH TOWNSHIP COMMUNITY PARK ON THE SOUTH
 OJ0033'SIDE OF LAKE STREET, NORTH OF THE A 10 FOOT CHAIN LINK FENCE BACK
 OJ0033'STOP FOR THE BALL DIAMOND, DIRECTLY ACROSS LAKE STREET FROM CABIN
 OJ0033'NUMBER 4, 0.8 KILOMETER (0.05 MILE) EAST OF THE JUNCTION OF LAKE
 OJ0033'SHORE ROAD, 15.2 METERS (50.0 FEET) SOUTH OF THE CENTER OF LAKE
 OJ0033'STREET, 6.15 METERS (20.2 FEET) SOUTHEAST OF POWER POLE 17CA756
 OJ0033'WITH A SECURITY LIGHT, 2.9 METERS (9.5 FEET) NORTHEAST OF THE
 OJ0033'SOUTHWEST END POST OF THE BACK STOP, AND 1.35 METERS (4.4 FEET)
 OJ0033'NORTH OF THE BOTTOM CENTER METAL BRACE PIPE OF THE BACK STOP.
 OJ0033'NOTE, AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH
 OJ0033'AN ALUMINUM ACCESS COVER AND STAMPED DIAMOND AND FLUSH WITH THE
 OJ0033'GROUND.
 OJ0033'THE MARK IS 0.3 M BELOW THE GROUND.
 OJ0033
 OJ0033                          STATION RECOVERY (1983)
 OJ0033
 OJ0033'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0033'RECOVERED IN GOOD CONDITION.
 OJ0033
 OJ0033                          STATION RECOVERY (1993)
 OJ0033
 OJ0033'RECOVERY NOTE BY US POWER SQUADRON 1993
 OJ0033'RECOVERED IN GOOD CONDITION.
 OJ0033
 OJ0033                          STATION RECOVERY (1994)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0033'DIAMOND IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, IN BURTCH
 OJ0033'TOWNSHIP COMMUNITY PARK ON THE SOUTH SIDE OF LAKE STREET, NORTH OF THE
 OJ0033'A 10 FOOT (3.0 M) CHAIN LINK FENCE BACK STOP FOR THE BALL DIAMOND, 0.8
 OJ0033'KILOMETER (0.50 MI) EAST OF THE JUNCTION OF LAKE SHORE ROAD, 15.2
 OJ0033'METERS (49.9 FT) SOUTH OF THE CENTER OF LAKE STREET, 6.15 METERS
 OJ0033'(20.18 FT) SOUTHEAST OF POWER POLE 17CA756 WITH A SECURITY LIGHT, 2.9
 OJ0033'METERS (9.5 FT) NORTHEAST OF THE SOUTHWEST END POST OF THE BACK STOP,
 OJ0033'AND 1.35 METERS (4.43 FT) NORTH OF THE BOTTOM CENTER METAL BRACE PIPE
 OJ0033'OF THE BACK STOP.  BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OJ0033'COPPER-COATED STEEL ROD, 3.0 METERS (9.8 FT) LONG. NOTE--THE ROD IS
 OJ0033'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER FLUSH WITH
 OJ0033'THE GROUND, STAMPED DIAMOND.
 OJ0033
 OJ0033                          STATION RECOVERY (1995)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0033'RECOVERED AS DESCRIBED.
 OJ0033
 OJ0033                          STATION RECOVERY (2005)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0033'BALL DIAMOND AND BACKSTOP HAVE BEEN REMOVED.  STATION IS IN GRAVEL
 OJ0033'PARKING LOT.  ACCESS COVER IS LOOSE AND RAISED ABOVE PVC PIPE.  BOTH
 OJ0033'ARE UNDER RED WATER VALVE ACCESS COVER.  TOP OF ROD IS 0.4 M BELOW
 OJ0033'PARKING LOT AND IS NOT CENTER PUNCHED.  ACCESS COVER IS STAMPED
 OJ0033''DIAMOND 1960'.
 OJ0033
 OJ0033                          STATION RECOVERY (2022)
 OJ0033
 OJ0033'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0035 ***********************************************************************
 OJ0035  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0035  DESIGNATION -  907 5002 DRIVE
 OJ0035  PID         -  OJ0035
 OJ0035  STATE/COUNTY-  MI/ST CLAIR
 OJ0035  COUNTRY     -  US
 OJ0035  USGS QUAD   -  JEDDO OE E (2017)
 OJ0035
 OJ0035                         *CURRENT SURVEY CONTROL
 OJ0035  ______________________________________________________________________
 OJ0035* NAD 83(1986) POSITION- 43 08 27.2    (N) 082 29 50.0    (W)   HD_HELD2
 OJ0035* NAVD 88 ORTHO HEIGHT -   184.054 (meters)      603.85  (feet) ADJUSTED
 OJ0035  ______________________________________________________________________
 OJ0035  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 OJ0035  DYNAMIC HEIGHT  -        184.012 (meters)      603.71  (feet) COMP
 OJ0035  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 OJ0035
 OJ0035  VERT ORDER      -  FIRST     CLASS 0
 OJ0035
 OJ0035.The horizontal coordinates were established by autonomous hand held GPS
 OJ0035.observations and have an estimated accuracy of +/- 10 meters.
 OJ0035
 OJ0035.The orthometric height was determined by differential leveling and
 OJ0035.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0035.in June 1991.
 OJ0035
 OJ0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0035.GEOID18 height accuracy estimate available here.
 OJ0035
 OJ0035.This Water Level Mark is designated as VM 13036
 OJ0035.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0035
 OJ0035.Click photographs - Photos may exist for this station.
 OJ0035
 OJ0035.The dynamic height is computed by dividing the NAVD 88
 OJ0035.geopotential number by the normal gravity value computed on the
 OJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0035.degrees latitude (g = 980.6199 gals.).
 OJ0035
 OJ0035.The modeled gravity was interpolated from observed gravity values.
 OJ0035
 OJ0035;                    North         East    Units  Estimated Accuracy
 OJ0035;SPC MI S     -   183,955.    4,152,062.      MT  (+/- 10 meters HH2 GPS)
 OJ0035
 OJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7824277548(NAD 83)
 OJ0035
 OJ0035                          SUPERSEDED SURVEY CONTROL
 OJ0035
 OJ0035  NGVD 29 (11/26/84)  184.173  (m)          604.24   (f) ADJUSTED    1 0
 OJ0035
 OJ0035.Superseded values are not recommended for survey control.
 OJ0035
 OJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0035.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0035
 OJ0035_MARKER: F = FLANGE-ENCASED ROD
 OJ0035_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0035+WITH SETTING: INFORMATION.
 OJ0035_STAMPING: DRIVE
 OJ0035_MARK LOGO: NGS
 OJ0035_PROJECTION: RECESSED 20 CENTIMETERS
 OJ0035_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0035+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0035_ROD/PIPE-DEPTH: 2.1 meters
 OJ0035
 OJ0035  HISTORY     - Date     Condition        Report By
 OJ0035  HISTORY     - 1955     MONUMENTED       USLS
 OJ0035  HISTORY     - 1970     GOOD             USLS
 OJ0035  HISTORY     - 1980     GOOD             NGS
 OJ0035  HISTORY     - 1983     GOOD             USPSQD
 OJ0035  HISTORY     - 19931118 GOOD             NOS
 OJ0035  HISTORY     - 19951020 GOOD             NOS
 OJ0035  HISTORY     - 20050804 GOOD             NGS
 OJ0035  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0035
 OJ0035                          STATION DESCRIPTION
 OJ0035
 OJ0035'DESCRIBED BY US LAKE SURVEY 1970
 OJ0035'AT NORTH LAKEPORT.
 OJ0035'DRIVE IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 OJ0035'1.65 MILES NORTH OF THE FLASHER SIGNAL AT THE INTERSECTION
 OJ0035'OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN LAKEPORT, JUST
 OJ0035'NORTHWESTERLY OF BURTCHVILLE COMMUNITY PARK, 225 FEET WEST
 OJ0035'OF LAKE SHORE ROAD, 66.2 FEET SOUTHEASTERLY OF SOUTHEAST CORNER
 OJ0035'OF A TWO-STORY DWELLING AT NO. 3790 HARRIS ROAD, 61.9 FEET WEST
 OJ0035'OF UTILITY POLE NO. 3684, 32 FEET NORTH OF CENTERLINE OF HARRIS
 OJ0035'ROAD, 1.0 FEET EAST OF AN IRON GATE POST, 1/4-FOOT BELOW THE
 OJ0035'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH SQUARE
 OJ0035'IRON ROD, 7 FEET LONG.  BM DRIVE 1955
 OJ0035
 OJ0035                          STATION RECOVERY (1980)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0035'IN NORTH LAKEPORT, 0.8 KILOMETER (0.05 MILE) WEST OF THE JUNCTION
 OJ0035'OF LAKE SHORE ROAD, AT THE GRAVEL DRIVE TO HOUSE NUMBER 3790 HARRIS
 OJ0035'ROAD, AND ON THE EAST SIDE OF THE METAL PIPE FOR CHAIN ACROSS DRIVE,
 OJ0035'19.97 METERS (65.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OJ0035'HOUSE, 9.91 METERS (32.0 FEET) NORTH OF THE CENTER LINE OF HARRIS
 OJ0035'ROAD, 0.4 METER (1.3 FEET) EAST OF THE EAST METEL PIPE, NOTE, THIS
 OJ0035'MARK IN A 1-INCH SQUARE IRON BAR, AT THIS TIME IT WAS ENCASED IN
 OJ0035'A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED DRIVE.
 OJ0035'THE MARK IS 0.2 M BELOW GROUND.
 OJ0035
 OJ0035                          STATION RECOVERY (1983)
 OJ0035
 OJ0035'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0035'RECOVERED IN GOOD CONDITION.
 OJ0035
 OJ0035                          STATION RECOVERY (1993)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 OJ0035'DRIVE IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, 0.8 KILOMETER
 OJ0035'(0.50 MI) WEST OF THE JUNCTION OF LAKE SHORE ROAD, AT THE GRAVEL DRIVE
 OJ0035'TO HOUSE NUMBER 3790 HARRIS ROAD, AND ON THE EAST SIDE OF THE METAL
 OJ0035'PIPE FOR CHAIN ACROSS DRIVE, 19.97 METERS (65.52 FT) SOUTHEAST OF THE
 OJ0035'SOUTHEAST CORNER OF THE HOUSE, 9.91 METERS (32.51 FT) NORTH OF THE
 OJ0035'CENTER LINE OF HARRIS ROAD, 0.4 METER (1.3 FT) EAST OF THE EAST METAL
 OJ0035'PIPE, NOTE--THIS MARK IN A 1-INCH SQUARE IRON ROD, 2.1 METERS (6.9 FT)
 OJ0035'LONG.  THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS
 OJ0035'COVER STAMPED DRIVE.
 OJ0035
 OJ0035                          STATION RECOVERY (1995)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0035'RECOVERED AS DESCRIBED.
 OJ0035
 OJ0035                          STATION RECOVERY (2005)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0035'MARK IS 0.1 M WEST OF WITNESS POST AND AMIDST BUSHES.
 OJ0035
 OJ0035                          STATION RECOVERY (2022)
 OJ0035
 OJ0035'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0034 ***********************************************************************
 OJ0034  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0034  DESIGNATION -  907 5002 H 6
 OJ0034  PID         -  OJ0034
 OJ0034  STATE/COUNTY-  MI/ST CLAIR
 OJ0034  COUNTRY     -  US
 OJ0034  USGS QUAD   -  JEDDO OE E (2017)
 OJ0034
 OJ0034                         *CURRENT SURVEY CONTROL
 OJ0034  ______________________________________________________________________
 OJ0034* NAD 83(1986) POSITION- 43 08 26.     (N) 082 29 46.     (W)   SCALED
 OJ0034* NAVD 88 ORTHO HEIGHT -   183.455 (meters)      601.89  (feet) ADJUSTED
 OJ0034  ______________________________________________________________________
 OJ0034  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 OJ0034  DYNAMIC HEIGHT  -        183.413 (meters)      601.75  (feet) COMP
 OJ0034  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 OJ0034
 OJ0034  VERT ORDER      -  SECOND    CLASS I
 OJ0034
 OJ0034.The horizontal coordinates were scaled from a map and have
 OJ0034.an estimated accuracy of +/- 6 seconds.
 OJ0034
 OJ0034.The orthometric height was determined by differential leveling and
 OJ0034.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0034.in May 2000.
 OJ0034
 OJ0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0034.GEOID18 height accuracy estimate available here.
 OJ0034
 OJ0034.This Water Level Mark is designated as VM 13035
 OJ0034.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0034
 OJ0034.Click photographs - Photos may exist for this station.
 OJ0034
 OJ0034.The dynamic height is computed by dividing the NAVD 88
 OJ0034.geopotential number by the normal gravity value computed on the
 OJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0034.degrees latitude (g = 980.6199 gals.).
 OJ0034
 OJ0034.The modeled gravity was interpolated from observed gravity values.
 OJ0034
 OJ0034;                    North         East    Units  Estimated Accuracy
 OJ0034;SPC MI S     -   183,920.    4,152,150.      MT  (+/- 180 meters Scaled)
 OJ0034
 OJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH783775(NAD 83)
 OJ0034
 OJ0034                          SUPERSEDED SURVEY CONTROL
 OJ0034
 OJ0034  NAVD 88 (06/15/91)  183.453  (m)          601.88   (f) SUPERSEDED  1 0
 OJ0034  NGVD 29 (11/26/84)  183.572  (m)          602.27   (f) ADJUSTED    1 0
 OJ0034
 OJ0034.Superseded values are not recommended for survey control.
 OJ0034
 OJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0034.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0034
 OJ0034_MARKER: DD = SURVEY DISK
 OJ0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0034_SP_SET: FOUNDATION
 OJ0034_STAMPING: H-6 1937 MCK
 OJ0034_MARK LOGO: NONE
 OJ0034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0034
 OJ0034  HISTORY     - Date     Condition        Report By
 OJ0034  HISTORY     - 1937     MONUMENTED       USLS
 OJ0034  HISTORY     - 1970     GOOD             USLS
 OJ0034  HISTORY     - 1980     GOOD             NGS
 OJ0034  HISTORY     - 19941018 GOOD             NOS
 OJ0034  HISTORY     - 19951020 GOOD             NOS
 OJ0034  HISTORY     - 20070221 MARK NOT FOUND   BMJ
 OJ0034
 OJ0034                          STATION DESCRIPTION
 OJ0034
 OJ0034'DESCRIBED BY US LAKE SURVEY 1970
 OJ0034'AT NORTH LAKEPORT.
 OJ0034'H 6 IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 OJ0034'1.65 MILES NORTH OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY
 OJ0034'U.S. 25 AND MILWAUKEE STREET IN LAKEPORT, ON NORTHEAST CORNER
 OJ0034'OF INTERSECTION OF LAKE STREET AND LAKE SHORE ROAD, (OLD HIGHWAY
 OJ0034'U.S. 25), JUST NORTH OF ENTRANCE TO BURTCHVILLE COMMUNITY PARK,
 OJ0034'7.9 FEET EAST OF NORTHWEST CORNER AND IN THE NORTH FACE OF THE
 OJ0034'BUILDING AT NO. 7992 LAKE SHORE ROAD, 3 1/2-FEET ABOVE THE
 OJ0034'GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 OJ0034'SET INTO THE CONCRETE BLOCK FOUNDATION.  BM H-6 1937
 OJ0034
 OJ0034                          STATION RECOVERY (1980)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0034'IN NORTH LAKEPORT, AT THE JUNCTION OF LAKE SHORE ROAD AND LAKE
 OJ0034'STREET, SET IN THE NORTH FACE OF THE CONCRETE BLOCK FOUNDATION
 OJ0034'OF NEILS CABINS OFFICE BUILDING 7992 LAKE SHORE ROAD, 21.65
 OJ0034'METERS (71.0 FEET) SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING
 OJ0034'WEST TO THE LAKE AND ON THE NORTH SIDE OF THE BUILDING, 21.03
 OJ0034'METERS (69.0 FEET) EAST OF THE CENTER LINE OF LAKE SHORE ROAD,2.5
 OJ0034'METERS (8.2 FEET) EAST OF THE  NORTHWEST CORNER OF THE BUILDING.
 OJ0034'THE MARK IS 0.75 M ABOVE GROUND.
 OJ0034
 OJ0034                          STATION RECOVERY (1994)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0034'H 6 IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, AT THE JUNCTION
 OJ0034'OF LAKE SHORE ROAD AND LAKE STREET, SET IN THE NORTH FACE OF THE
 OJ0034'CONCRETE BLOCK FOUNDATION OF NEILS CABINS OFFICE BUILDING 7992 LAKE
 OJ0034'SHORE ROAD, 21.65 METERS (71.03 FT) SOUTH OF THE CENTER OF A PAVED
 OJ0034'ROAD LEADING WEST TO THE LAKE AND ON THE NORTH SIDE OF THE BUILDING,
 OJ0034'21.03 METERS (69.00 FT) EAST OF THE CENTER LINE OF LAKE SHORE ROAD,
 OJ0034'2.5 METERS (8.2 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 0.76
 OJ0034'METERS (2.49 FT) ABOVE THE GROUND.
 OJ0034
 OJ0034                          STATION RECOVERY (1995)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0034'RECOVERED AS DESCRIBED.
 OJ0034
 OJ0034                          STATION RECOVERY (2007)
 OJ0034
 OJ0034'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2007 (CK)
 OJ0034'MARK WAS ON FOUNDATION OF BUILDING, CURRENT BUILDING APPEARS TO BE NEW
 OJ0034'AND FOUNDATION IS BURIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0037 ***********************************************************************
 OJ0037  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0037  DESIGNATION -  907 5002 SWING
 OJ0037  PID         -  OJ0037
 OJ0037  STATE/COUNTY-  MI/ST CLAIR
 OJ0037  COUNTRY     -  US
 OJ0037  USGS QUAD   -  JEDDO OE E (2017)
 OJ0037
 OJ0037                         *CURRENT SURVEY CONTROL
 OJ0037  ______________________________________________________________________
 OJ0037* NAD 83(1986) POSITION- 43 08 24.75   (N) 082 29 38.82   (W)   HD_HELD1
 OJ0037* NAVD 88 ORTHO HEIGHT -   179.525 (meters)      588.99  (feet) ADJUSTED
 OJ0037  ______________________________________________________________________
 OJ0037  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 OJ0037  DYNAMIC HEIGHT  -        179.484 (meters)      588.86  (feet) COMP
 OJ0037  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 OJ0037
 OJ0037  VERT ORDER      -  FIRST     CLASS 0
 OJ0037
 OJ0037.The horizontal coordinates were determined by differentially corrected
 OJ0037.hand held GPS observations or other comparable positioning techniques
 OJ0037.and have an estimated accuracy of +/- 3 meters.
 OJ0037
 OJ0037.The orthometric height was determined by differential leveling and
 OJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0037.in June 1991.
 OJ0037
 OJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0037.GEOID18 height accuracy estimate available here.
 OJ0037
 OJ0037.This Water Level Mark is designated as VM 13031
 OJ0037.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0037
 OJ0037.Click photographs - Photos may exist for this station.
 OJ0037
 OJ0037.The dynamic height is computed by dividing the NAVD 88
 OJ0037.geopotential number by the normal gravity value computed on the
 OJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0037.degrees latitude (g = 980.6199 gals.).
 OJ0037
 OJ0037.The modeled gravity was interpolated from observed gravity values.
 OJ0037
 OJ0037;                    North         East    Units  Estimated Accuracy
 OJ0037;SPC MI S     -   183,885.4   4,152,316.7     MT  (+/- 3 meters HH1 GPS) 
 OJ0037
 OJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7849377468(NAD 83)
 OJ0037
 OJ0037                          SUPERSEDED SURVEY CONTROL
 OJ0037
 OJ0037  NGVD 29 (11/26/84)  179.644  (m)          589.38   (f) ADJUSTED    1 0
 OJ0037
 OJ0037.Superseded values are not recommended for survey control.
 OJ0037
 OJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0037
 OJ0037_MARKER: F = FLANGE-ENCASED ROD
 OJ0037_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0037+WITH SETTING: INFORMATION.
 OJ0037_SP_SET: UNSPECIFIED DEEP SET
 OJ0037_STAMPING: SWING
 OJ0037_MARK LOGO: NGS
 OJ0037_PROJECTION: RECESSED 15 CENTIMETERS
 OJ0037_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0037+STABILITY: SURFACE MOTION
 OJ0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0037+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0037_ROD/PIPE-DEPTH: 4.0 meters
 OJ0037
 OJ0037  HISTORY     - Date     Condition        Report By
 OJ0037  HISTORY     - 1947     MONUMENTED       USLS
 OJ0037  HISTORY     - 1970     GOOD             USLS
 OJ0037  HISTORY     - 1980     GOOD             NGS
 OJ0037  HISTORY     - 19941017 GOOD             NOS
 OJ0037  HISTORY     - 19951020 GOOD             NOS
 OJ0037  HISTORY     - 20050804 GOOD             NGS
 OJ0037  HISTORY     - 20060414 GOOD             MIDT
 OJ0037  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0037
 OJ0037                          STATION DESCRIPTION
 OJ0037
 OJ0037'DESCRIBED BY US LAKE SURVEY 1970
 OJ0037'AT NORTH LAKEPORT.
 OJ0037'SWING IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN,
 OJ0037'APPROXIMATELY 1.6 MILES NORTH OF THE FLASHER SIGNAL AT
 OJ0037'INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN LAKEPORT,
 OJ0037'IN BURTCHVILLE COMMUNITY PARK, JUST SOUTH OF OVAL AT EAST END
 OJ0037'OF MAIN ENTRANCE ROAD, ABOUT 200 FEET FROM THE WATERS EDGE,
 OJ0037'22.0 FEET WEST OF A FIVE TRUNKED FIR, 55.3 FEET FROM NORTHEAST
 OJ0037'CORNER AND 55.8 FEET FROM NORTHWEST CORNER OF FIRST LARGE HOUSE
 OJ0037'SOUTH OF THE PARK PROPERTY, 0.5 FOOT NORTH OF A POST IN THE
 OJ0037'SOUTH BOUNDARY FENCE, 1/4 FOOT BELOW THE GROUND SURFACE, BEING
 OJ0037'HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER IRON ROD, 13 FEET
 OJ0037'LONG.  BM SWING 1947
 OJ0037
 OJ0037                          STATION RECOVERY (1980)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0037'IN NORTH LAKEPORT, AT THE EAST END OF LAKE STREET WHICH IS AN
 OJ0037'OVAL TURN AROUND AND AT THE BURTCH TOWNSHIP COMMUNITY BEACH, SET
 OJ0037'SOUTH OF THE OVAL OF LAKE STREET AND 0.5 FOOT NORTH OF A WIRE
 OJ0037'FENCE SEPARATING THE BEACH AREA AND THE FIRST HOUSE SOUTH OF THE
 OJ0037'BEACH. 34.1 METERS (112.0 FEET) EAST OF THE CENTER OF BUTTERNUT
 OJ0037'STREET, 31.4 METERS (103.0 FEET) WEST OF THE CENTER OF THE OVAL
 OJ0037'TURN AROUND, 21.1 METERS (69.2 FEET) SOUTHWEST OF THE SOUTHWEST
 OJ0037'CORNER OF A 6 X 6 FOOT BRICK LAKE SURVEY GAGE HOUSE, NOTE, AT THIS
 OJ0037'TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0037'ACCESS COVER AND STAMPED SWING.
 OJ0037'THE MARK IS 0.2 M BELOW GROUND.
 OJ0037
 OJ0037                          STATION RECOVERY (1994)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0037'SWING IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, AT THE EAST
 OJ0037'END OF LAKE STREET WHICH IS AN OVAL TURN AROUND AND AT THE BURTCH
 OJ0037'TOWNSHIP COMMUNITY BEACH, SET SOUTH OF THE OVAL OF LAKE STREET AND 0.5
 OJ0037'FOOT (15.2 CM) NORTH OF A WOODEN FENCE SEPARATING THE BEACH AREA AND
 OJ0037'THE FIRST HOUSE SOUTH OF THE BEACH.  34.1 METERS (111.9 FT) EAST OF
 OJ0037'THE CENTER OF BUTTERNUT STREET, 31.4 METERS (103.0 FT) WEST OF THE
 OJ0037'CENTER OF THE OVAL TURN AROUND, 21.1 METERS (69.2 FT) SOUTHWEST OF THE
 OJ0037'SOUTHWEST CORNER OF A 6X6 FOOT BRICK WATER LEVEL GAUGE HOUSE, BEING
 OJ0037'HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER IRON ROD 4.0 METERS (13.1
 OJ0037'FT) LONG.  THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0037'ACCESS COVER STAMPED SWING.  BEING 6 INCHES BELOW THE GROUND.
 OJ0037
 OJ0037                          STATION RECOVERY (1995)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0037'RECOVERED AS DESCRIBED.
 OJ0037
 OJ0037                          STATION RECOVERY (2005)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0037'RECOVERED IN GOOD CONDITION.
 OJ0037
 OJ0037                          STATION RECOVERY (2006)
 OJ0037
 OJ0037'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0037'MONUMENT RECOVERED WITH THE FOLLOWING ADDITION.  0.30 METERS (1 FOOT)
 OJ0037'WEST OF A CARSONITE WITNESS POST.
 OJ0037
 OJ0037                          STATION RECOVERY (2022)
 OJ0037
 OJ0037'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3988 ***********************************************************************
 DS3988  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3988  DESIGNATION -  907 5011 B
 DS3988  PID         -  DS3988
 DS3988  STATE/COUNTY-  MI/SANILAC
 DS3988  COUNTRY     -  US
 DS3988  USGS QUAD   -  PORT SANILAC (2017)
 DS3988
 DS3988                         *CURRENT SURVEY CONTROL
 DS3988  ______________________________________________________________________
 DS3988* NAD 83(2011) POSITION- 43 25 51.49839(N) 082 32 19.18940(W)   ADJUSTED
 DS3988* NAD 83(2011) ELLIP HT-   143.233 (meters)        (12/02/25)   ADJUSTED
 DS3988* NAD 83(2011) EPOCH   -  2010.00
 DS3988* NAVD 88 ORTHO HEIGHT -   177.94  (meters)      583.8   (feet) GPS OBS
 DS3988  ______________________________________________________________________
 DS3988  GEOID HEIGHT    -        -34.698 (meters)                     GEOID18
 DS3988  NAD 83(2011) X  -    602,442.543 (meters)                     COMP
 DS3988  NAD 83(2011) Y  - -4,599,990.063 (meters)                     COMP
 DS3988  NAD 83(2011) Z  -  4,362,494.043 (meters)                     COMP
 DS3988  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DS3988
 DS3988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3988  Standards:
 DS3988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3988  -------------------------------------------------------------------
 DS3988  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.02837715
 DS3988  -------------------------------------------------------------------
 DS3988  Click here for local accuracies and other accuracy information.
 DS3988
 DS3988.The horizontal coordinates were established by GPS observations
 DS3988.and adjusted by the National Geodetic Survey in December 2025.
 DS3988
 DS3988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3988.been affixed to the stable North American tectonic plate. See 
 DS3988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3988
 DS3988.The horizontal coordinates are valid at the epoch date displayed above
 DS3988.which is a decimal equivalence of Year/Month/Day.
 DS3988
 DS3988.The orthometric height was determined by GPS observations and a
 DS3988.high-resolution geoid model using precise GPS observation and
 DS3988.processing techniques.
 DS3988
 DS3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3988.GEOID18 height accuracy estimate available here.
 DS3988
 DS3988.Click photographs - Photos may exist for this station.
 DS3988
 DS3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3988
 DS3988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3988
 DS3988.The ellipsoidal height was determined by GPS observations
 DS3988.and is referenced to NAD 83.
 DS3988
 DS3988. The following values were computed from the NAD 83(2011) position.
 DS3988
 DS3988;                    North         East     Units Scale Factor Converg.
 DS3988;SPC MI S     -   216,099.325 4,147,992.431   MT  0.99995225   +1 14 38.4
 DS3988;SPC MI S     -   708,987.29 13,608,899.05   iFT  0.99995225   +1 14 38.4
 DS3988;UTM  17      - 4,809,825.017   375,465.298   MT  0.99979077   -1 03 28.6
 DS3988
 DS3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3988!SPC MI S     -   0.99997754  x   0.99995225  =   0.99992979
 DS3988!UTM  17      -   0.99997754  x   0.99979077  =   0.99976831
 DS3988
 DS3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7546509825(NAD 83)
 DS3988
 DS3988                          SUPERSEDED SURVEY CONTROL
 DS3988
 DS3988.No superseded survey control is available for this station.
 DS3988
 DS3988_MARKER: F = FLANGE-ENCASED ROD
 DS3988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3988_STAMPING: 5011 B 2019
 DS3988_MARK LOGO: NGS
 DS3988_PROJECTION: RECESSED 5 CENTIMETERS
 DS3988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3988+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 DS3988_ROD/PIPE-DEPTH: 4.6 meters
 DS3988
 DS3988  HISTORY     - Date     Condition        Report By
 DS3988  HISTORY     - 2019     MONUMENTED       NOS
 DS3988  HISTORY     - 20220822 GOOD             NGS
 DS3988
 DS3988                          STATION DESCRIPTION
 DS3988
 DS3988'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3988'LOCATED IN SANILAC COUNTY, MI.
 DS3988'
 DS3988'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH-NORTHEAST OF
 DS3988'CROSWELL, 10.2 MI (16.4 KM) SOUTH-SOUTHEAST OF RICHMONDVILLE, 7.2 MI
 DS3988'(11.6 KM) NORTHEAST OF APPLEGATE, 6.7 MI (10.8 KM) EAST OF CARSONVILLE
 DS3988'AND IN THE TOWN OF PORT SANILAC, MI.
 DS3988'
 DS3988'IN PORT SANILAC, AT THE PORT SANILAC MUNICIPAL HARBOR, THE MARK IS A
 DS3988'DEEP ROD SET NEAR THE ENTRANCE TO THE HARBOR MAIN DOCK, LOCATED 23.2 M
 DS3988'(76.1 FT) NORTH OF THE LIONESS AND LIONS CLUB WATER FOUNTAIN, 14.9 M
 DS3988'(48.9 FT) SOUTH OF THE PORT SANILAC HARBOR OF REFUGE SIGN POST AND
 DS3988'10.4 M (34.1 FT) SOUTHEAST OF THE CENTER POST AT THE ENTRANCE TO THE
 DS3988'MAIN DOCK, DRIVEN TO REFUSAL AT 4.6 M (15.1 FT) ENCASED IN AN NOS LOGO
 DS3988'CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0226 ***********************************************************************
 OJ0226  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0226  DESIGNATION -  907 5014 GAGE
 OJ0226  PID         -  OJ0226
 OJ0226  STATE/COUNTY-  MI/HURON
 OJ0226  COUNTRY     -  US
 OJ0226  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0226
 OJ0226                         *CURRENT SURVEY CONTROL
 OJ0226  ______________________________________________________________________
 OJ0226* NAD 83(1986) POSITION- 43 50 46.41   (N) 082 38 35.04   (W)   HD_HELD1
 OJ0226* NAVD 88 ORTHO HEIGHT -   177.908 (meters)      583.69  (feet) ADJUSTED
 OJ0226  ______________________________________________________________________
 OJ0226  GEOID HEIGHT    -        -35.165 (meters)                     GEOID18
 OJ0226  DYNAMIC HEIGHT  -        177.878 (meters)      583.59  (feet) COMP
 OJ0226  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 OJ0226
 OJ0226  VERT ORDER      -  FIRST     CLASS 0
 OJ0226
 OJ0226.The horizontal coordinates were determined by differentially corrected
 OJ0226.hand held GPS observations or other comparable positioning techniques
 OJ0226.and have an estimated accuracy of +/- 3 meters.
 OJ0226
 OJ0226.The orthometric height was determined by differential leveling and
 OJ0226.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0226.in June 1991.
 OJ0226
 OJ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0226.GEOID18 height accuracy estimate available here.
 OJ0226
 OJ0226.This Water Level Mark is designated as VM 13038
 OJ0226.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0226
 OJ0226.Click photographs - Photos may exist for this station.
 OJ0226
 OJ0226.The dynamic height is computed by dividing the NAVD 88
 OJ0226.geopotential number by the normal gravity value computed on the
 OJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0226.degrees latitude (g = 980.6199 gals.).
 OJ0226
 OJ0226.The modeled gravity was interpolated from observed gravity values.
 OJ0226
 OJ0226;                    North         East    Units  Estimated Accuracy
 OJ0226;SPC MI S     -   262,048.0   4,138,596.9     MT  (+/- 3 meters HH1 GPS) 
 OJ0226
 OJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6792856105(NAD 83)
 OJ0226
 OJ0226                          SUPERSEDED SURVEY CONTROL
 OJ0226
 OJ0226  NGVD 29 (11/26/84)  178.018  (m)          584.05   (f) ADJUSTED    1 0
 OJ0226
 OJ0226.Superseded values are not recommended for survey control.
 OJ0226
 OJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0226.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0226
 OJ0226_MARKER: DD = SURVEY DISK
 OJ0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0226_SP_SET: FOUNDATION
 OJ0226_STAMPING: GAGE 1965 USLS
 OJ0226_MARK LOGO: USACE
 OJ0226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0226+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0226
 OJ0226  HISTORY     - Date     Condition        Report By
 OJ0226  HISTORY     - 1965     MONUMENTED       USLS
 OJ0226  HISTORY     - 1970     GOOD             USLS
 OJ0226  HISTORY     - 1976     GOOD             NOS
 OJ0226  HISTORY     - 1980     GOOD             NGS
 OJ0226  HISTORY     - 19941013 GOOD             NOS
 OJ0226  HISTORY     - 19951026 GOOD             NOS
 OJ0226  HISTORY     - 20110623 GOOD             NGS
 OJ0226  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0226
 OJ0226                          STATION DESCRIPTION
 OJ0226
 OJ0226'DESCRIBED BY US LAKE SURVEY 1970
 OJ0226'AT HARBOR BEACH.
 OJ0226'GAGE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON HERCULES
 OJ0226'POWDER INC. COAL DOCK, ABOUT 130 FEET NORTHWEST OF END OF DOCK,
 OJ0226'AT SOUTH CORNER OF LAKE SURVEY GAGE HOUSE FOUNDATION, 1.1 FEET
 OJ0226'NORTHWEST OF SOUTHEAST EDGE AND 0.4 FEET NORTHEAST OF SOUTHWEST
 OJ0226'EDGE OF CONCRETE FOUNDATION, 1/2-FOOT ABOVE THE GROUND, BEING
 OJ0226'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OJ0226'TOP OF THE FOUNDATION.  BM GAGE 1965
 OJ0226
 OJ0226                          STATION RECOVERY (1976)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0226'ON THE HERCULES POWDER INC. COAL DOCK, ABOUT 130 FT. NORTHWEST OF THE
 OJ0226'END OF THE DOCK, AT THE SOUTH CORNER OF THE GAGE HOUSE FOUNDATION,
 OJ0226'1.1 FT. NORTHWEST OF SOUTHEAST FACE AND 0.4 FOOT NORTHEAT OF SOUTHWEST
 OJ0226'FACE OF CONCRETE FOUNDATION, 1/2 FOOT ABOVE THE GROUND, BEING HIGHEST
 OJ0226'POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0226
 OJ0226                          STATION RECOVERY (1980)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0226'IN HARBOR BEACH, ON THE PROPERTY OF THE HERCULES POWDER INC, AT THE
 OJ0226'SOUTH CORNER OF THE LAKE SURVEY GAGE HOUSE, 0.3 METER (1.1 FEET)
 OJ0226'NORTHWEST OF SOUTHEAST EDGE OF THE FOUNDATION.
 OJ0226'THE MARK IS 0.15 M ABOVE GROUND.
 OJ0226
 OJ0226                          STATION RECOVERY (1994)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0226'GAGE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON PROPERTY OF
 OJ0226'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) COAL DOCK, ABOUT
 OJ0226'39.6 M (129.9 FT) NORTHWEST OF END OF DOCK, AT SOUTH CORNER OF WATER
 OJ0226'LEVEL GAUGE HOUSE FOUNDATION, 0.3 M (1.0 FT) NORTHWEST OF SOUTHEAST
 OJ0226'EDGE AND .122 M (0.400 FT) NORTHEAST OF SOUTHWEST EDGE OF CONCRETE
 OJ0226'FOUNDATION, 0.15 M (0.49 FT) ABOVE THE GROUND, BEING HIGHEST POINT
 OJ0226'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE TOP OF THE
 OJ0226'FOUNDATION.
 OJ0226
 OJ0226                          STATION RECOVERY (1995)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0226'RECOVERED AS DESCRIBED.
 OJ0226
 OJ0226                          STATION RECOVERY (2011)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0226'RECOVERED AS DESCRIBED.
 OJ0226
 OJ0226                          STATION RECOVERY (2022)
 OJ0226
 OJ0226'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0219 ***********************************************************************
 OJ0219  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0219  DESIGNATION -  907 5014 GRIST
 OJ0219  PID         -  OJ0219
 OJ0219  STATE/COUNTY-  MI/HURON
 OJ0219  COUNTRY     -  US
 OJ0219  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0219
 OJ0219                         *CURRENT SURVEY CONTROL
 OJ0219  ______________________________________________________________________
 OJ0219* NAD 83(2011) POSITION- 43 50 39.98610(N) 082 38 58.78270(W)   ADJUSTED
 OJ0219* NAD 83(2011) ELLIP HT-   145.136 (meters)        (06/27/12)   ADJUSTED
 OJ0219* NAD 83(2011) EPOCH   -  2010.00
 OJ0219* NAVD 88 ORTHO HEIGHT -   180.301 (meters)      591.54  (feet) ADJUSTED
 OJ0219  ______________________________________________________________________
 OJ0219  GEOID HEIGHT    -        -35.155 (meters)                     GEOID18
 OJ0219  NAD 83(2011) X  -    589,474.203 (meters)                     COMP
 OJ0219  NAD 83(2011) Y  - -4,569,707.777 (meters)                     COMP
 OJ0219  NAD 83(2011) Z  -  4,395,742.566 (meters)                     COMP
 OJ0219  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 OJ0219  DYNAMIC HEIGHT  -        180.271 (meters)      591.44  (feet) COMP
 OJ0219  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 OJ0219
 OJ0219  VERT ORDER      -  FIRST     CLASS II
 OJ0219
 OJ0219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0219  Standards:
 OJ0219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0219  -------------------------------------------------------------------
 OJ0219  NETWORK    0.24   0.37           0.10   0.10   0.19     -0.00964980
 OJ0219  -------------------------------------------------------------------
 OJ0219  Click here for local accuracies and other accuracy information.
 OJ0219
 OJ0219.The horizontal coordinates were established by GPS observations
 OJ0219.and adjusted by the National Geodetic Survey in June 2012.
 OJ0219
 OJ0219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0219.been affixed to the stable North American tectonic plate. See 
 OJ0219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0219
 OJ0219.The horizontal coordinates are valid at the epoch date displayed above
 OJ0219.which is a decimal equivalence of Year/Month/Day.
 OJ0219
 OJ0219.The orthometric height was determined by differential leveling and
 OJ0219.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0219.in May 2016.
 OJ0219
 OJ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0219.GEOID18 height accuracy estimate available here.
 OJ0219
 OJ0219.This Water Level Mark is designated as VM 13046
 OJ0219.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0219
 OJ0219.Click photographs - Photos may exist for this station.
 OJ0219
 OJ0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0219
 OJ0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0219
 OJ0219.The ellipsoidal height was determined by GPS observations
 OJ0219.and is referenced to NAD 83.
 OJ0219
 OJ0219.The dynamic height is computed by dividing the NAVD 88
 OJ0219.geopotential number by the normal gravity value computed on the
 OJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0219.degrees latitude (g = 980.6199 gals.).
 OJ0219
 OJ0219.The modeled gravity was interpolated from observed gravity values.
 OJ0219
 OJ0219. The following values were computed from the NAD 83(2011) position.
 OJ0219
 OJ0219;                    North         East     Units Scale Factor Converg.
 OJ0219;SPC MI S     -   261,838.897 4,138,070.685   MT  1.00004732   +1 10 06.5
 OJ0219;SPC MI S     -   859,051.50 13,576,347.39   iFT  1.00004732   +1 10 06.5
 OJ0219;UTM  17      - 4,855,917.991   367,393.985   MT  0.99981628   -1 08 34.4
 OJ0219
 OJ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0219!SPC MI S     -   0.99997724  x   1.00004732  =   1.00002456
 OJ0219!UTM  17      -   0.99997724  x   0.99981628  =   0.99979353
 OJ0219
 OJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6739355917(NAD 83)
 OJ0219
 OJ0219                          SUPERSEDED SURVEY CONTROL
 OJ0219
 OJ0219  NAD 83(2007)-  43 50 39.98619(N)    082 38 58.78351(W) AD(2002.00) A
 OJ0219  ELLIP H (10/11/07)  145.147  (m)                       GP(2002.00) 4 2
 OJ0219  NAVD 88             180.31   (m)          591.6    (f) LEVELING    3  
 OJ0219  NAVD 88 (03/25/97)  180.305  (m)          591.55   (f) SUPERSEDED  1 0
 OJ0219  NAVD 88 (06/15/91)  180.300  (m)          591.53   (f) SUPERSEDED  1 0
 OJ0219  NGVD 29 (11/26/84)  180.411  (m)          591.90   (f) ADJUSTED    1 0
 OJ0219
 OJ0219.Superseded values are not recommended for survey control.
 OJ0219
 OJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0219.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0219
 OJ0219_MARKER: P = PIPE CAP
 OJ0219_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OJ0219_STAMPING: GRIST
 OJ0219_MARK LOGO: NGS
 OJ0219_PROJECTION: RECESSED 28 CENTIMETERS
 OJ0219_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0219+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0219_ROD/PIPE-DEPTH: 5.8 meters
 OJ0219_SLEEVE-DEPTH  : 5.0 meters
 OJ0219
 OJ0219  HISTORY     - Date     Condition        Report By
 OJ0219  HISTORY     - 1970     MONUMENTED       USLS
 OJ0219  HISTORY     - 1970     GOOD             USLS
 OJ0219  HISTORY     - 1976     GOOD             NOS
 OJ0219  HISTORY     - 1980     GOOD             NGS
 OJ0219  HISTORY     - 19941013 GOOD             NOS
 OJ0219  HISTORY     - 19951026 GOOD             NOS
 OJ0219  HISTORY     - 2005     GOOD             NGS
 OJ0219  HISTORY     - 20100602 GOOD             MIDT
 OJ0219  HISTORY     - 20110623 GOOD             NGS
 OJ0219  HISTORY     - 20150810 GOOD             NGS
 OJ0219  HISTORY     - 20220822 GOOD             NGS
 OJ0219  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0219
 OJ0219                          STATION DESCRIPTION
 OJ0219
 OJ0219'DESCRIBED BY US LAKE SURVEY 1970
 OJ0219'AT HARBOR BEACH.
 OJ0219'GRIST IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY
 OJ0219'OF HERCULES POWDER INC., 127.6 FEET SOUTHEAST OF A 16 X 16 FOOT
 OJ0219'BRICK BUILDING NO. 8646, 78.7 FEET NORTHEAST OF SECOND UTILITY
 OJ0219'POLE SOUTH OF PLANT ROAD, 66.8 FEET EAST OF EYE BOLT SET IN
 OJ0219'EAST FACE OF MOST SOUTHERLY OF TWO TILE SILOS, 56.8 FEET SOUTH
 OJ0219'OF NORTHWEST CORNER OF RED BRICK BUILDING NO. 8206 (OLD
 OJ0219'GRISTMILL), 15.7 FEET SOUTHERLY OF SOUTHWEST CORNER OF BOTTOM
 OJ0219'STEP LEADING TO LOADING DOCK, 4.8 FEET WEST OF SOUTHWEST CORNER
 OJ0219'OF BUILDING NO. 8206, 1-1/2-FOOT BELOW THE GROUND SURFACE,
 OJ0219'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 OJ0219'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 19 FEET LONG.  THE
 OJ0219'PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK
 OJ0219'IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER
 OJ0219'1-FOOT BELOW THE GROUND SURFACE.  BM GRIST 1970
 OJ0219
 OJ0219                          STATION RECOVERY (1976)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0219'ON PROPERTY OF HERCULES POWDER INC., 127.6 FT. SOUTHEAST OF A 16 BY 16
 OJ0219'FOOT BRICK BUILDING, NO 8646, 78.7 FT. NORTHEAST OF THE SECOND UTILITY
 OJ0219'POLE SOUTH OF PLANT ROAD, 56.8 FT. SOUTH OF NORTHWEST CORNER AND 4.8
 OJ0219'FT. WEST OF SOUTHWEST CORNER OF RED BRICK BUILDING NO. 8206 OLD
 OJ0219'GRISTMILL, 1 1/2 FT. BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 OJ0219'TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER GALVANIZED
 OJ0219'STEEL PIPE, 19 FT. LONG. THE PIPE IS ENCASED IN A 1 INCH DIAMETER
 OJ0219'STEEL PIPE AND THE MARK IS PORTECTED BY A 6 INCH DIAMETER CONCRETE
 OJ0219'PIPE WITH COVER 1 FOOT BELOW THE GROUND SURFACE.
 OJ0219
 OJ0219                          STATION RECOVERY (1980)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0219'IN HARBOR BEACH, ON PROPERTY OF HERCULES POWER INC, NEAT THE
 OJ0219'SOUTHWEST CORNER OF BUILDING NUMBER 8206. 20.4 METERS (66.8 FEET)
 OJ0219'EAST OF AN EYE BOLT SET IN TNE EAST FACE OF MOST SOUTHERLY OF TWO
 OJ0219'SILOS, 4.8 METERS (15.7 FEET) SOUTH OF THE SOUTHWEST CORNER OF
 OJ0219'SOUTHWEST CORNER OF BUILDING.
 OJ0219'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0219
 OJ0219                          STATION RECOVERY (1994)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0219'GRIST IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0219'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , ON THE SOUTH SIDE
 OJ0219'OF THE ROAD LEADING TO THE HERCULES POWER INC.  DOCK.  38.9 M (127.6
 OJ0219'FT) SOUTHEAST OF A 16X16 FOOT BRICK BUILDING NUMBER 8646, 31.4 M
 OJ0219'(103.0 FT) WEST OF POWER POLE DE871/5004.  25.0 M (82.0 FT)
 OJ0219'SOUTH-SOUTHWEST OF CENTERLINE OF PLANT ROAD.  3.75 M (12.30 FT) EAST
 OJ0219'OF MOST EASTERLY RAILROAD TRACK, 2.0 FT (0.6 M) NORTH OF NOAA WITNESS
 OJ0219'POST, 0.46 M (1.51 FT) BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0219'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 OJ0219'GALVANIZED STEEL PIPE, 5.8 M (19.0 FT) LONG.  THE PIPE IS ENCASED IN A
 OJ0219'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 OJ0219'DIAMETER CONCRETE PIPE WITH COVER .30 M (0.98 FT) BELOW THE GROUND
 OJ0219'SURFACE.
 OJ0219
 OJ0219                          STATION RECOVERY (1995)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0219'RECOVERED AS DESCRIBED.
 OJ0219
 OJ0219                          STATION RECOVERY (2005)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 OJ0219'THE STATION IS LOCATED AT HARBOR BEACH, ON THE PROPERTY OF SENTIENT
 OJ0219'FLAVORS ON THE SOUTH SIDE OF THE ROAD LEADING TO THE OLD PLANT DOCKS.
 OJ0219'IT IS 127.6 FT (38.9 M) SOUTHEAST OF A RED BRICK BUILDING NUMBER 8646,
 OJ0219'103.0 FT (31.4 M) WEST OF A POWER POLE DE871/5004, 82.0 FT (25.0 M)
 OJ0219'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD TO PLANT, 12.3 FT (3.7 M)
 OJ0219'EAST OF EASTERNMOST RAILROAD TRACK, AND 2.0 FT (0.6 M) NORTH OF A
 OJ0219'WITNESS POST.  THE MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF
 OJ0219'A 3/8 INCH (1 CM) DIAMETER GALVANIZED STEEL PIPE ENCASED INSIDE A 1
 OJ0219'INCH (3 CM) DIAMETER STEEL PIPE, PROTECTED BY A 5 INCH (13 CM) PVC
 OJ0219'PIPE WITH ALUMINUM ACCESS COVER SURROUNDED BY CONCRETE.
 OJ0219
 OJ0219                          STATION RECOVERY (2010)
 OJ0219
 OJ0219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 OJ0219'RECOVERED AS DESCRIBED.
 OJ0219
 OJ0219                          STATION RECOVERY (2011)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0219'RECOVERED AS DESCRIBED.
 OJ0219
 OJ0219                          STATION RECOVERY (2015)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 OJ0219'RECOVERED AS DESCRIBED.
 OJ0219
 OJ0219                          STATION RECOVERY (2022)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 OJ0219'RECOVERED IN GOOD CONDITION.
 OJ0219
 OJ0219                          STATION RECOVERY (2022)
 OJ0219
 OJ0219'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0225 ***********************************************************************
 OJ0225  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0225  DESIGNATION -  907 5014 HURON
 OJ0225  PID         -  OJ0225
 OJ0225  STATE/COUNTY-  MI/HURON
 OJ0225  COUNTRY     -  US
 OJ0225  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0225
 OJ0225                         *CURRENT SURVEY CONTROL
 OJ0225  ______________________________________________________________________
 OJ0225* NAD 83(1986) POSITION- 43 50 45.8    (N) 082 38 44.8    (W)   HD_HELD2
 OJ0225* NAVD 88 ORTHO HEIGHT -   177.606 (meters)      582.70  (feet) ADJUSTED
 OJ0225  ______________________________________________________________________
 OJ0225  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 OJ0225  DYNAMIC HEIGHT  -        177.577 (meters)      582.60  (feet) COMP
 OJ0225  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 OJ0225
 OJ0225  VERT ORDER      -  FIRST     CLASS 0
 OJ0225
 OJ0225.The horizontal coordinates were established by autonomous hand held GPS
 OJ0225.observations and have an estimated accuracy of +/- 10 meters.
 OJ0225
 OJ0225.The orthometric height was determined by differential leveling and
 OJ0225.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0225.in June 1991.
 OJ0225
 OJ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0225.GEOID18 height accuracy estimate available here.
 OJ0225
 OJ0225.This Water Level Mark is designated as VM 13043
 OJ0225.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0225
 OJ0225.Click photographs - Photos may exist for this station.
 OJ0225
 OJ0225.The dynamic height is computed by dividing the NAVD 88
 OJ0225.geopotential number by the normal gravity value computed on the
 OJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0225.degrees latitude (g = 980.6199 gals.).
 OJ0225
 OJ0225.The modeled gravity was interpolated from observed gravity values.
 OJ0225
 OJ0225;                    North         East    Units  Estimated Accuracy
 OJ0225;SPC MI S     -   262,025.    4,138,379.      MT  (+/- 10 meters HH2 GPS)
 OJ0225
 OJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6770956091(NAD 83)
 OJ0225
 OJ0225                          SUPERSEDED SURVEY CONTROL
 OJ0225
 OJ0225  NGVD 29 (11/26/84)  177.717  (m)          583.06   (f) ADJUSTED    1 0
 OJ0225
 OJ0225.Superseded values are not recommended for survey control.
 OJ0225
 OJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0225.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0225
 OJ0225_MARKER: P = PIPE CAP
 OJ0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0225_PROJECTION: FLUSH
 OJ0225_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0225+STABILITY: POSITION/ELEVATION WELL
 OJ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0225+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0225_ROD/PIPE-DEPTH: 1.52 meters
 OJ0225
 OJ0225  HISTORY     - Date     Condition        Report By
 OJ0225  HISTORY     - 1940     MONUMENTED       USLS
 OJ0225  HISTORY     - 1970     GOOD             USLS
 OJ0225  HISTORY     - 1976     GOOD             NOS
 OJ0225  HISTORY     - 1977     GOOD             LOCSUR
 OJ0225  HISTORY     - 1980     GOOD             NGS
 OJ0225  HISTORY     - 19941013 GOOD             NOS
 OJ0225  HISTORY     - 19951026 GOOD             NOS
 OJ0225  HISTORY     - 20110623 GOOD             NGS
 OJ0225  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0225
 OJ0225                          STATION DESCRIPTION
 OJ0225
 OJ0225'DESCRIBED BY US LAKE SURVEY 1970
 OJ0225'AT HARBOR BEACH.
 OJ0225'HURON IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN NEAR WEST END OF
 OJ0225'THE HERCULES POWDER INC. DOCK, 93.4 FEET NORTHWEST OF THE FOURTH
 OJ0225'AND 70.0 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE GAGE
 OJ0225'ALONG ROAD LEADING TO THE DOCK, ABOUT 20 FEET SOUTH OF SOUTH RAIL
 OJ0225'OF RAILROAD, INCLOSED IN A 3-INCH IRON PIPE CAPPED BY A THREADED
 OJ0225'COVER, THE PIPE BEING INCASED IN A CONCRETE MONUMENT RESTING
 OJ0225'ON BED ROCK, BEING HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER
 OJ0225'IRON ROD, 5 FEET LONG FOX-WEDGED INTO BEDROCK.  BM HURON 1940
 OJ0225
 OJ0225                          STATION RECOVERY (1976)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0225'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 93.4 FT. NORTHWEST OF
 OJ0225'THE FOURTH AND 70.0 FT. NORTHEAST OF THE THIRD UTILITY POLE ALONG ROAD
 OJ0225'LEADING TO THE DOCK, 20 FT. SOUTH OF SOUTH RAIL OF TRACKS, ENCLOSED IN
 OJ0225'A 3 INCH IRON PIPE CAPPED BY A THREADED COVER, THE PIPE BEING ENCASED
 OJ0225'IN A CONCRETE MONUMENT RESTING ON BEDROCK, BEING HIGHEST POINT ON TOP
 OJ0225'OF A 7/8 INCH DIAMETER IRON ROD, 5 FEET LONG FOX-WEDGED INTO BEDROCK.
 OJ0225
 OJ0225                          STATION RECOVERY (1977)
 OJ0225
 OJ0225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 OJ0225'RECOVERED IN GOOD CONDITION.
 OJ0225
 OJ0225                          STATION RECOVERY (1980)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0225'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0225'WEST END OF THE DOCK,28.4 METERS (93.4 FEET) NORTHWEST OF POWER
 OJ0225'POLE NUMBER DE4865R9, 24.4 METERS (70.0 FEET) NORTHEAST OF POWER
 OJ0225'POLE NUMBER DE7340G5, 6.1 METERS (20.0 FEET) SOUTH OF THE SOUTH
 OJ0225'RAIL OF THE SPUR TRACK.
 OJ0225'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OJ0225'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0225
 OJ0225                          STATION RECOVERY (1994)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0225'HURON IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON PROPERTY OF
 OJ0225'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) ALONG ROAD LEADING
 OJ0225'TO DOCK, NEAR WEST END OF DOCK, 28.4 M (93.2 FT) NORTHWEST OF POWER
 OJ0225'POLE DE48 WITH LIGHT, 21.34 M (70.01 FT) NORTHEAST OF POWER POLE WITH
 OJ0225'TRANSFORMER 30A-540.  ALONG ROAD LEADING TO THE DOCK, INCLOSED IN A
 OJ0225'3-INCH IRON PIPE CAPPED BY A THREADED COVER, THE PIPE BEING INCASED IN
 OJ0225'A CONCRETE MONUMENT RESTING ON BED ROCK, BEING HIGHEST POINT ON TOP OF
 OJ0225'A 7/8-INCH DIAMETER IRON ROD, 1.5 M (4.9 FT) LONG FOX-WEDGED INTO
 OJ0225'BEDROCK.
 OJ0225
 OJ0225                          STATION RECOVERY (1995)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0225'RECOVERED AS DESCRIBED.
 OJ0225
 OJ0225                          STATION RECOVERY (2011)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0225'RECOVERED AS DESCRIBED.
 OJ0225
 OJ0225                          STATION RECOVERY (2022)
 OJ0225
 OJ0225'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0225'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH-NORTHEAST OF RUTH,
 OJ0225'7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF PORT HOPE AND IN THE TOWN OF
 OJ0225'HARBOR BEACH, MI.
 OJ0225'
 OJ0225'TO REACH THE MARK FROM STATE STREET AND SOUTH HURON AVENUE, SOUTHWEST
 OJ0225'OF THE LIBRARY, PROCEED 0.4 KM (0.2 MI) EAST ALONG STATE STREET TO THE
 OJ0225'END OF THE PAVEMENT PROCEED EAST ANOTHER 45 M (147.6 FT) TO A CHAIN
 OJ0225'LINK FENCE THEN ANOTHER 60 M (196.9 FT) TO THE MARK ON THE RIGHT.
 OJ0225'
 OJ0225'THE MARK IS A CAPPED PIPE 59.55 M (195.4 FT) NORTHEAST OF THE
 OJ0225'CENTERLINE OF CHAIN LINK GATE LEADING TO THE NOS STATION, 27.20 M
 OJ0225'(89.2 FT) WEST OF A POWER POLE, 21.3 M (69.9 FT) NORTHEAST OF THE
 OJ0225'SECOND UTILITY POLE INSIDE GATE ALONG THE ROAD LEADING TO THE DOCK,
 OJ0225'NEXT TO THE BENCH MARK HURON DISK, 8.7 M (28.5 FT) NORTHWEST OF THE
 OJ0225'THIRD UTILITY POLE, 4.60 M (15.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 OJ0225'OF THE ROCK ROAD, 0.58 M (1.9 FT) WEST-SOUTHWEST OF A WITNESS POST
 OJ0225'BEING A MARK ENCLOSED IN A 3 INCH (8 CM) IRON PIPE CAPPED BY A
 OJ0225'THREADED COVER, THE MARK IS A 7/8 INCH (22 MM) CAPPED PIPE 1.5 M (4.9
 OJ0225'FT) LONG AND FOX-WEDGED (DRIVEN) INTO THE BEDROCK AND ENCASED IN
 OJ0225'CONCRETE RESTING ON BED ROCK, THE DATUM POINT IS THE THE HIGHEST POINT
 OJ0225'ON TOP OF THE CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0224 ***********************************************************************
 OJ0224  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0224  DESIGNATION -  907 5014 HURON DISK
 OJ0224  PID         -  OJ0224
 OJ0224  STATE/COUNTY-  MI/HURON
 OJ0224  COUNTRY     -  US
 OJ0224  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0224
 OJ0224                         *CURRENT SURVEY CONTROL
 OJ0224  ______________________________________________________________________
 OJ0224* NAD 83(1986) POSITION- 43 50 45.72   (N) 082 38 44.70   (W)   HD_HELD1
 OJ0224* NAVD 88 ORTHO HEIGHT -   177.582 (meters)      582.62  (feet) ADJUSTED
 OJ0224  ______________________________________________________________________
 OJ0224  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 OJ0224  DYNAMIC HEIGHT  -        177.552 (meters)      582.52  (feet) COMP
 OJ0224  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 OJ0224
 OJ0224  VERT ORDER      -  FIRST     CLASS 0
 OJ0224
 OJ0224.The horizontal coordinates were determined by differentially corrected
 OJ0224.hand held GPS observations or other comparable positioning techniques
 OJ0224.and have an estimated accuracy of +/- 3 meters.
 OJ0224
 OJ0224.The orthometric height was determined by differential leveling and
 OJ0224.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0224.in June 1991.
 OJ0224
 OJ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0224.GEOID18 height accuracy estimate available here.
 OJ0224
 OJ0224.This Water Level Mark is designated as VM 13042
 OJ0224.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0224
 OJ0224.Click photographs - Photos may exist for this station.
 OJ0224
 OJ0224.The dynamic height is computed by dividing the NAVD 88
 OJ0224.geopotential number by the normal gravity value computed on the
 OJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0224.degrees latitude (g = 980.6199 gals.).
 OJ0224
 OJ0224.The modeled gravity was interpolated from observed gravity values.
 OJ0224
 OJ0224;                    North         East    Units  Estimated Accuracy
 OJ0224;SPC MI S     -   262,022.3   4,138,381.6     MT  (+/- 3 meters HH1 GPS) 
 OJ0224
 OJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6771156088(NAD 83)
 OJ0224
 OJ0224                          SUPERSEDED SURVEY CONTROL
 OJ0224
 OJ0224  NGVD 29 (11/26/84)  177.692  (m)          582.98   (f) ADJUSTED    1 0
 OJ0224
 OJ0224.Superseded values are not recommended for survey control.
 OJ0224
 OJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0224.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0224
 OJ0224_MARKER: DD = SURVEY DISK
 OJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0224_STAMPING: ECCEN RCH 1941
 OJ0224_MARK LOGO: USLS
 OJ0224_PROJECTION: FLUSH
 OJ0224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0224+STABILITY: SURFACE MOTION
 OJ0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0224+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0224
 OJ0224  HISTORY     - Date     Condition        Report By
 OJ0224  HISTORY     - 1941     MONUMENTED       USLS
 OJ0224  HISTORY     - 1970     GOOD             USLS
 OJ0224  HISTORY     - 1976     GOOD             NOS
 OJ0224  HISTORY     - 1980     GOOD             NGS
 OJ0224  HISTORY     - 19941013 GOOD             NOS
 OJ0224  HISTORY     - 19951026 GOOD             NOS
 OJ0224  HISTORY     - 20110623 GOOD             NGS
 OJ0224  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0224
 OJ0224                          STATION DESCRIPTION
 OJ0224
 OJ0224'DESCRIBED BY US LAKE SURVEY 1970
 OJ0224'AT HARBOR BEACH.
 OJ0224'HURON DISK IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0224'END OF THE HERCULES POWDER INC. DOCK, 93.0 FEET NORTHWEST OF THE
 OJ0224'FOURTH AND 69.7 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0224'GATE ALONG ROAD LEADING TO THE DOCK, ABOUT 20.6 FEET SOUTH OF
 OJ0224'THE SOUTH RAIL OF RAILROAD, BEING HIGHEST POINT OVER CROSS
 OJ0224'AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE MONUMENT
 OJ0224'INCASING PIPE INCLOSING B.M. HURON.  BM HURON DISK 1941
 OJ0224
 OJ0224                          STATION RECOVERY (1976)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0224'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 93 FT. NORTHWEST OF
 OJ0224'THE FOURTH AND 69.7 FT. NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0224'GATE ALONG ROAD LEADING TO THE DOCK, 20.6 FT. SOUTH OF SOUTH RAIL OF
 OJ0224'TRACKS, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OJ0224'INTO THE TOP OF THE CONCRETE MONUMENT ENCASING PIPE ENCLOSING.
 OJ0224
 OJ0224                          STATION RECOVERY (1980)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0224'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0224'WEST END OF DOCK. 28.3 METERS (93.0 FEET) NORTHWEST OF POWER POLE
 OJ0224'NUMBER DE4865R9, 21.2 METERS (69.7 FEET) NORTHEAST OF POWER POLE
 OJ0224'NUMBER DE7340G5, 6.2 METERS (20.6 FEET) SOUTH OF THE SOUTH RAIL
 OJ0224'OF THE SPUR TRACK, NOTE, THE DISK IS SET IN THE CONCRETE FOR THE
 OJ0224'PROTECTIVE PIPE AROUND BM HURON.
 OJ0224'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OJ0224'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0224
 OJ0224                          STATION RECOVERY (1994)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0224'HURON DISK IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0224'CHAMPLAIN INDUSTRIES (FORMER HERCLUES POWDER INC.) , NEAR WEST END OF
 OJ0224'THE DOCK, 28.3 M (92.8 FT) NORTHWEST OF THE FOURTH UTILITY POLE NUMBER
 OJ0224'DE4865R9 AND 21.2 M (69.6 FT) NORTHEAST OF THE THIRD UTILITY POLE
 OJ0224'NUMBER DE7340G5 INSIDE GATE ALONG ROAD LEADING TO THE DOCK, 6.2 M
 OJ0224'(20.3 FT) SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, BEING HIGHEST
 OJ0224'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE
 OJ0224'MONUMENT.  NOTE--THE DISK IS SET IN THE CONCRETE FOR THE PROTECTIVE
 OJ0224'PIPE AROUND BM HURON.
 OJ0224
 OJ0224                          STATION RECOVERY (1995)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0224'RECOVERED AS DESCRIBED.
 OJ0224
 OJ0224                          STATION RECOVERY (2011)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0224'RECOVERED AS DESCRIBED.
 OJ0224
 OJ0224                          STATION RECOVERY (2022)
 OJ0224
 OJ0224'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ2085 ***********************************************************************
 DQ2085  DESIGNATION -  907 5014 J
 DQ2085  PID         -  DQ2085
 DQ2085  STATE/COUNTY-  MI/HURON
 DQ2085  COUNTRY     -  US
 DQ2085  USGS QUAD   -  HARBOR BEACH (2017)
 DQ2085
 DQ2085                         *CURRENT SURVEY CONTROL
 DQ2085  ______________________________________________________________________
 DQ2085* NAD 83(2011) POSITION- 43 50 41.44667(N) 082 39 01.36804(W)   ADJUSTED
 DQ2085* NAD 83(2011) ELLIP HT-   146.452 (meters)        (12/02/25)   ADJUSTED
 DQ2085* NAD 83(2011) EPOCH   -  2010.00
 DQ2085* NAVD 88 ORTHO HEIGHT -   181.619 (meters)      595.86  (feet) ADJUSTED
 DQ2085  ______________________________________________________________________
 DQ2085  GEOID HEIGHT    -        -35.154 (meters)                     GEOID18
 DQ2085  NAD 83(2011) X  -    589,413.052 (meters)                     COMP
 DQ2085  NAD 83(2011) Y  - -4,569,685.136 (meters)                     COMP
 DQ2085  NAD 83(2011) Z  -  4,395,775.990 (meters)                     COMP
 DQ2085  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 DQ2085  DYNAMIC HEIGHT  -        181.589 (meters)      595.76  (feet) COMP
 DQ2085  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 DQ2085
 DQ2085  VERT ORDER      -  FIRST     CLASS II
 DQ2085
 DQ2085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2085  Standards:
 DQ2085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2085  -------------------------------------------------------------------
 DQ2085  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.03553525
 DQ2085  -------------------------------------------------------------------
 DQ2085  Click here for local accuracies and other accuracy information.
 DQ2085
 DQ2085.The horizontal coordinates were established by GPS observations
 DQ2085.and adjusted by the National Geodetic Survey in December 2025.
 DQ2085
 DQ2085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2085.been affixed to the stable North American tectonic plate. See 
 DQ2085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2085
 DQ2085.The horizontal coordinates are valid at the epoch date displayed above
 DQ2085.which is a decimal equivalence of Year/Month/Day.
 DQ2085
 DQ2085.The orthometric height was determined by differential leveling and
 DQ2085.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2085.in May 2016.
 DQ2085
 DQ2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2085.GEOID18 height accuracy estimate available here.
 DQ2085
 DQ2085.Click photographs - Photos may exist for this station.
 DQ2085
 DQ2085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2085
 DQ2085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2085
 DQ2085.The ellipsoidal height was determined by GPS observations
 DQ2085.and is referenced to NAD 83.
 DQ2085
 DQ2085.The dynamic height is computed by dividing the NAVD 88
 DQ2085.geopotential number by the normal gravity value computed on the
 DQ2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2085.degrees latitude (g = 980.6199 gals.).
 DQ2085
 DQ2085.The modeled gravity was interpolated from observed gravity values.
 DQ2085
 DQ2085. The following values were computed from the NAD 83(2011) position.
 DQ2085
 DQ2085;                    North         East     Units Scale Factor Converg.
 DQ2085;SPC MI S     -   261,882.790 4,138,012.025   MT  1.00004744   +1 10 04.7
 DQ2085;SPC MI S     -   859,195.51 13,576,154.94   iFT  1.00004744   +1 10 04.7
 DQ2085;UTM  17      - 4,855,964.204   367,337.156   MT  0.99981647   -1 08 36.2
 DQ2085
 DQ2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2085!SPC MI S     -   0.99997704  x   1.00004744  =   1.00002447
 DQ2085!UTM  17      -   0.99997704  x   0.99981647  =   0.99979351
 DQ2085
 DQ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6733755964(NAD 83)
 DQ2085
 DQ2085                          SUPERSEDED SURVEY CONTROL
 DQ2085
 DQ2085.No superseded survey control is available for this station.
 DQ2085
 DQ2085_MARKER: F = FLANGE-ENCASED ROD
 DQ2085_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ2085_STAMPING: 5014 J 2011
 DQ2085_MARK LOGO: NGS
 DQ2085_PROJECTION: RECESSED 2 CENTIMETERS
 DQ2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2085+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2023
 DQ2085_ROD/PIPE-DEPTH: 14.5 meters
 DQ2085_SLEEVE-DEPTH  : 0.9 meters
 DQ2085
 DQ2085  HISTORY     - Date     Condition        Report By
 DQ2085  HISTORY     - 20111111 MONUMENTED       NOS
 DQ2085  HISTORY     - 20141030 GOOD             CO-OPS
 DQ2085  HISTORY     - 20220822 GOOD             NGS
 DQ2085  HISTORY     - 20220922 GOOD             CO-OPS
 DQ2085  HISTORY     - 20231212 GOOD             SPICE
 DQ2085
 DQ2085                          STATION DESCRIPTION
 DQ2085
 DQ2085'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2014 (BD)
 DQ2085'THE STATION IS LOCATED 29.1 KM (18.1 MI) EAST OF BAD AXE, 20.7 KM
 DQ2085'(12.9 MI) NORTH OF FORESTVILLE AND 11.5 KM (7.1 MI) SOUTHEAST OF PORT
 DQ2085'HOPE AND LOCATED ON THE SENSIENT FLAVORS PLANT IN HARBOR BEACH.
 DQ2085'
 DQ2085'TO REACH THE STATION, IN HARBOR BEACH, PROCEED NORTHWEST ON SOUTH
 DQ2085'HURON AVE (MI-25) TO THE INTERSECTION OF SOUTH HURON AVE (MI-25) AND
 DQ2085'STATE ST, THEN PROCEED EAST ON STATE ST TO SENSIENT FLAVORS PLANT.
 DQ2085'
 DQ2085'THE STATION IS LOCATED 21.3 M (69.9 FT) WEST OF THE GUARD HOUSE NEAR
 DQ2085'FRONT GATE, 9.5 M (31.2 FT) SOUTH OF A ASPHALT PARKING LOT, 3.8 M
 DQ2085'(12.5 FT) NORTH OF ORANGE WITNESS POST SET AGAINST CHAIN-LINK FENCE
 DQ2085'THAT RUNS NORTH AND SOUTH.
 DQ2085
 DQ2085                          STATION RECOVERY (2022)
 DQ2085
 DQ2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ2085'TO REACH THE NOS GAUGING STATION IN HARBOR BEACH, HURON COUNTY, MI
 DQ2085'FROM THE INTERSECTION OF STATE HIGHWAYS 142 AND 25 (STATE STREET AND
 DQ2085'HURON AVENUE) IN HARBOR BEACH, PROCEED TO THE MAIN GATE OF THE
 DQ2085'SENSIENT FLAVORS PLANT ON HURON AVENUE.  THE GAUGE HOUSE IS A WHITE
 DQ2085'CINDER BLOCK BUILDING LOCATED ALONG THE NORTH SIDE OF THE OLD COAL
 DQ2085'LOADING DOCK EAST OF THE PLANT.  PERMISSION MUST BE OBTAINED FROM THE
 DQ2085'PLANT MANAGER TO VISIT THE STATION.
 DQ2085'
 DQ2085'THE STATION IS A METAL ROD 21.30 M (69.9 FT) WEST OF THE GUARD HOUSE
 DQ2085'NEAR FRONT GATE, 9.50 M (31.2 FT) SOUTH OF A ASPHALT PARKING LOT, 3.80
 DQ2085'M (12.5 FT) NORTH OF ORANGE WITNESS POST SET AGAINST CHAIN-LINK FENCE
 DQ2085'THAT RUNS NORTH AND SOUTH, BENCH MARK HAS CONCRETE KICK BLOCK AND
 DQ2085'ALUMINUM CAP 2 CM (1 INCH) BELOW GROUND SURFACE, BEING A STEEL ROD
 DQ2085'DRIVEN 14.50 M (47.6 FT) TO REFUSAL.
 DQ2085
 DQ2085                          STATION RECOVERY (2022)
 DQ2085
 DQ2085'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DQ2085'THE BUSINESS ADDRESS WHERE BENCH MARK IS LOCATED IS 79 STATE ST.
 DQ2085'HARBOR BEACH, MI 48441.
 DQ2085
 DQ2085                          STATION RECOVERY (2023)
 DQ2085
 DQ2085'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2023 (NL)
 DQ2085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9572 ***********************************************************************
 DR9572  DESIGNATION -  907 5014 K
 DR9572  PID         -  DR9572
 DR9572  STATE/COUNTY-  MI/HURON
 DR9572  COUNTRY     -  US
 DR9572  USGS QUAD   -  HARBOR BEACH (2017)
 DR9572
 DR9572                         *CURRENT SURVEY CONTROL
 DR9572  ______________________________________________________________________
 DR9572* NAD 83(2011) POSITION- 43 50 32.58079(N) 082 38 58.02860(W)   ADJUSTED
 DR9572* NAD 83(2011) ELLIP HT-   143.915 (meters)        (12/02/25)   ADJUSTED
 DR9572* NAD 83(2011) EPOCH   -  2010.00
 DR9572* NAVD 88 ORTHO HEIGHT -   179.081 (meters)      587.53  (feet) ADJUSTED
 DR9572  ______________________________________________________________________
 DR9572  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 DR9572  NAD 83(2011) X  -    589,511.053 (meters)                     COMP
 DR9572  NAD 83(2011) Y  - -4,569,861.769 (meters)                     COMP
 DR9572  NAD 83(2011) Z  -  4,395,576.874 (meters)                     COMP
 DR9572  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DR9572  DYNAMIC HEIGHT  -        179.051 (meters)      587.44  (feet) COMP
 DR9572  MODELED GRAVITY -    980,449.7   (mgal)                       NAVD 88
 DR9572
 DR9572  VERT ORDER      -  SECOND    CLASS I
 DR9572
 DR9572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9572  Standards:
 DR9572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9572  -------------------------------------------------------------------
 DR9572  NETWORK    0.48   0.82           0.22   0.16   0.42     -0.02811341
 DR9572  -------------------------------------------------------------------
 DR9572  Click here for local accuracies and other accuracy information.
 DR9572
 DR9572.The horizontal coordinates were established by GPS observations
 DR9572.and adjusted by the National Geodetic Survey in December 2025.
 DR9572
 DR9572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9572.been affixed to the stable North American tectonic plate. See 
 DR9572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9572
 DR9572.The horizontal coordinates are valid at the epoch date displayed above
 DR9572.which is a decimal equivalence of Year/Month/Day.
 DR9572
 DR9572.The orthometric height was determined by differential leveling and
 DR9572.adjusted by the NATIONAL GEODETIC SURVEY
 DR9572.in August 2024.
 DR9572
 DR9572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9572.GEOID18 height accuracy estimate available here.
 DR9572
 DR9572.Click photographs - Photos may exist for this station.
 DR9572
 DR9572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9572
 DR9572.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9572
 DR9572.The ellipsoidal height was determined by GPS observations
 DR9572.and is referenced to NAD 83.
 DR9572
 DR9572.The dynamic height is computed by dividing the NAVD 88
 DR9572.geopotential number by the normal gravity value computed on the
 DR9572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9572.degrees latitude (g = 980.6199 gals.).
 DR9572
 DR9572.The modeled gravity was interpolated from observed gravity values.
 DR9572
 DR9572. The following values were computed from the NAD 83(2011) position.
 DR9572
 DR9572;                    North         East     Units Scale Factor Converg.
 DR9572;SPC MI S     -   261,610.722 4,138,092.188   MT  1.00004672   +1 10 07.0
 DR9572;SPC MI S     -   858,302.89 13,576,417.94   iFT  1.00004672   +1 10 07.0
 DR9572;UTM  17      - 4,855,689.188   367,406.266   MT  0.99981624   -1 08 33.7
 DR9572
 DR9572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9572!SPC MI S     -   0.99997743  x   1.00004672  =   1.00002415
 DR9572!UTM  17      -   0.99997743  x   0.99981624  =   0.99979368
 DR9572
 DR9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6740655689(NAD 83)
 DR9572
 DR9572                          SUPERSEDED SURVEY CONTROL
 DR9572
 DR9572.No superseded survey control is available for this station.
 DR9572
 DR9572_MARKER: F = FLANGE-ENCASED ROD
 DR9572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR9572_STAMPING: 5014 K 2020
 DR9572_MARK LOGO: NGS
 DR9572_PROJECTION: RECESSED 2 CENTIMETERS
 DR9572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9572+STABILITY: SURFACE MOTION
 DR9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9572+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DR9572_ROD/PIPE-DEPTH: 3.5 meters
 DR9572_SLEEVE-DEPTH  : 1.2 meters
 DR9572
 DR9572  HISTORY     - Date     Condition        Report By
 DR9572  HISTORY     - 20200924 MONUMENTED       CO-OPS
 DR9572  HISTORY     - 20220822 GOOD             NGS
 DR9572  HISTORY     - 20220922 GOOD             CO-OPS
 DR9572
 DR9572                          STATION DESCRIPTION
 DR9572
 DR9572'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DR9572'RECOVERED IN GOOD CONDITION.
 DR9572
 DR9572                          STATION RECOVERY (2022)
 DR9572
 DR9572'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DR9572'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHEAST OF RUTH,
 DR9572'7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF PORT HOPE AND IN THE TOWN OF
 DR9572'HARBOR BEACH, MI.
 DR9572'
 DR9572'TO REACH BENCH MARK 5014 K FROM THE INTERSECTION OF STATE STREET AND
 DR9572'WATER ST, HEAD SOUTH ON WATER ST FOR 0.17 MI (0.27 KM).  BENCH MARK IS
 DR9572'SET IN GRASSY AREA TO THE EAST BETWEEN ROW OF HOUSES AND THE BEACH.
 DR9572'
 DR9572'BENCH MARK IS A STAINLESS STEEL DEEP ROD DRIVEN TO REFUSAL.  BENCH
 DR9572'MARK IS LOCATED 47.7 M (156.5 FT) EAST OF THE FRONT DOOR OF HOUSE
 DR9572'LOCATED AT 215 WATER STREET, 22.6 M (74.1 FT) EAST OF THE EAST EDGE OF
 DR9572'WATER STREET AND 6.8 M (22.3 FT) WEST OF THE CENTER OF A PAVED
 DR9572'SIDEWALK.
 DR9572'
 DR9572'BENCH MARK IS LOCATED IN JUDGE JAMES H. LINCOLN MEMORIAL PARK.
 DR9572'ADDRESS OF PARK IS 1 TRESCOTT ST HARBOR BEACH, MI 48441.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0221 ***********************************************************************
 OJ0221  DESIGNATION -  907 5014 MILL USLS
 OJ0221  PID         -  OJ0221
 OJ0221  STATE/COUNTY-  MI/HURON
 OJ0221  COUNTRY     -  US
 OJ0221  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0221
 OJ0221                         *CURRENT SURVEY CONTROL
 OJ0221  ______________________________________________________________________
 OJ0221* NAD 83(1986) POSITION- 43 50 44.     (N) 082 38 51.     (W)   SCALED
 OJ0221* NAVD 88 ORTHO HEIGHT -   178.968 (meters)      587.16  (feet) ADJUSTED
 OJ0221  ______________________________________________________________________
 OJ0221  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 OJ0221  DYNAMIC HEIGHT  -        178.939 (meters)      587.07  (feet) COMP
 OJ0221  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 OJ0221
 OJ0221  VERT ORDER      -  FIRST     CLASS 0
 OJ0221
 OJ0221.The horizontal coordinates were scaled from a map and have
 OJ0221.an estimated accuracy of +/- 6 seconds.
 OJ0221
 OJ0221.The orthometric height was determined by differential leveling and
 OJ0221.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0221.in June 1991.
 OJ0221
 OJ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0221.GEOID18 height accuracy estimate available here.
 OJ0221
 OJ0221.Click photographs - Photos may exist for this station.
 OJ0221
 OJ0221.The dynamic height is computed by dividing the NAVD 88
 OJ0221.geopotential number by the normal gravity value computed on the
 OJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0221.degrees latitude (g = 980.6199 gals.).
 OJ0221
 OJ0221.The modeled gravity was interpolated from observed gravity values.
 OJ0221
 OJ0221;                    North         East    Units  Estimated Accuracy
 OJ0221;SPC MI S     -   261,970.    4,138,240.      MT  (+/- 180 meters Scaled)
 OJ0221
 OJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ675560(NAD 83)
 OJ0221
 OJ0221                          SUPERSEDED SURVEY CONTROL
 OJ0221
 OJ0221  NGVD 29 (11/26/84)  179.076  (m)          587.52   (f) ADJUSTED    1 0
 OJ0221
 OJ0221.Superseded values are not recommended for survey control.
 OJ0221
 OJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0221.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0221
 OJ0221_MARKER: DD = SURVEY DISK
 OJ0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0221_SP_SET: FOUNDATION
 OJ0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0221
 OJ0221  HISTORY     - Date     Condition        Report By
 OJ0221  HISTORY     - 1963     MONUMENTED       USLS
 OJ0221  HISTORY     - 1970     GOOD             USLS
 OJ0221  HISTORY     - 1976     GOOD             NOS
 OJ0221  HISTORY     - 1980     GOOD             NGS
 OJ0221
 OJ0221                          STATION DESCRIPTION
 OJ0221
 OJ0221'DESCRIBED BY US LAKE SURVEY 1970
 OJ0221'AT HARBOR BEACH.
 OJ0221'MILL IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON NORTHERLY
 OJ0221'SIDE OF ROAD LEADING TO THE HERCULES POWDER INC. DOCK, ABOUT
 OJ0221'140 FEET NORTHWEST OF SECOND UTILITY POLE INSIDE GATE ALONG ROAD,
 OJ0221'ON SOUTHEAST FACE AND 1.0 FOOT FROM EAST CORNER OF THE NORTHEAST
 OJ0221'EXTENSION OF THE MAIN BUILDING, 4 FEET ABOVE THE GROUND, BEING
 OJ0221'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 OJ0221'FOUNDATION.  BM MILL 1963
 OJ0221
 OJ0221                          STATION RECOVERY (1976)
 OJ0221
 OJ0221'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0221'ON THE NORTH SIDE OF THE ROAD LEADING TO THE HERCULES POWDER INC. DOCK
 OJ0221'140 FT. NORTHWEST OF SECOND UTILITY POLE INSIDE GATE ALONG ROAD, ON
 OJ0221'SOUTHEAST FACE AND 1.0 FT. FROM EAST CORNER OF THE NORTHEAST EXTENSION
 OJ0221'OF THE MAIN BUILDING, 4 FT. ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 OJ0221'CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE FOUNDATION.
 OJ0221
 OJ0221                          STATION RECOVERY (1980)
 OJ0221
 OJ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0221'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWDER INC., SET
 OJ0221'VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST EXTENSION ON
 OJ0221'BUILDING NUMBER 50, WHICH IS THE FIRST BUILDING NORTHWEST OF THE
 OJ0221'7 LARGE BLUE SILOS, AND 0.3 METER (1.0 FOOT) SOUTHWEST OF THE EAST
 OJ0221'CORNER OF THE EXTENSION.
 OJ0221'THE MARK IS 1.2 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0228 ***********************************************************************
 OJ0228  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0228  DESIGNATION -  907 5014 MILLING
 OJ0228  PID         -  OJ0228
 OJ0228  STATE/COUNTY-  MI/HURON
 OJ0228  COUNTRY     -  US
 OJ0228  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0228
 OJ0228                         *CURRENT SURVEY CONTROL
 OJ0228  ______________________________________________________________________
 OJ0228* NAD 83(1986) POSITION- 43 50 47.4    (N) 082 38 41.7    (W)   HD_HELD2
 OJ0228* NAVD 88 ORTHO HEIGHT -   177.629 (meters)      582.77  (feet) ADJUSTED
 OJ0228  ______________________________________________________________________
 OJ0228  GEOID HEIGHT    -        -35.163 (meters)                     GEOID18
 OJ0228  DYNAMIC HEIGHT  -        177.600 (meters)      582.68  (feet) COMP
 OJ0228  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 OJ0228
 OJ0228  VERT ORDER      -  SECOND    CLASS I
 OJ0228
 OJ0228.The horizontal coordinates were established by autonomous hand held GPS
 OJ0228.observations and have an estimated accuracy of +/- 10 meters.
 OJ0228
 OJ0228.The orthometric height was determined by differential leveling and
 OJ0228.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0228.in May 2000.
 OJ0228
 OJ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0228.GEOID18 height accuracy estimate available here.
 OJ0228
 OJ0228.This Water Level Mark is designated as VM 13040
 OJ0228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0228
 OJ0228.Click photographs - Photos may exist for this station.
 OJ0228
 OJ0228.The dynamic height is computed by dividing the NAVD 88
 OJ0228.geopotential number by the normal gravity value computed on the
 OJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0228.degrees latitude (g = 980.6199 gals.).
 OJ0228
 OJ0228.The modeled gravity was interpolated from observed gravity values.
 OJ0228
 OJ0228;                    North         East    Units  Estimated Accuracy
 OJ0228;SPC MI S     -   262,075.    4,138,448.      MT  (+/- 10 meters HH2 GPS)
 OJ0228
 OJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6777956139(NAD 83)
 OJ0228
 OJ0228                          SUPERSEDED SURVEY CONTROL
 OJ0228
 OJ0228  NAVD 88 (03/25/97)  177.601  (m)          582.68   (f) SUPERSEDED  1 0
 OJ0228  NAVD 88 (06/15/91)  177.583  (m)          582.62   (f) SUPERSEDED  1 0
 OJ0228  NGVD 29 (11/26/84)  177.693  (m)          582.98   (f) ADJUSTED    1 0
 OJ0228
 OJ0228.Superseded values are not recommended for survey control.
 OJ0228
 OJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0228.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0228
 OJ0228_MARKER: F = FLANGE-ENCASED ROD
 OJ0228_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0228+WITH SETTING: INFORMATION.
 OJ0228_STAMPING: MILLING
 OJ0228_MARK LOGO: NGS
 OJ0228_PROJECTION: PROJECTING 3 CENTIMETERS
 OJ0228_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0228+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0228_ROD/PIPE-DEPTH: 3.05 meters
 OJ0228
 OJ0228  HISTORY     - Date     Condition        Report By
 OJ0228  HISTORY     - 1954     MONUMENTED       USLS
 OJ0228  HISTORY     - 1970     GOOD             USLS
 OJ0228  HISTORY     - 1976     GOOD             NOS
 OJ0228  HISTORY     - 1980     GOOD             NGS
 OJ0228  HISTORY     - 19941013 GOOD             NOS
 OJ0228  HISTORY     - 19951026 GOOD             NOS
 OJ0228  HISTORY     - 20110623 GOOD             NGS
 OJ0228  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0228
 OJ0228                          STATION DESCRIPTION
 OJ0228
 OJ0228'DESCRIBED BY US LAKE SURVEY 1970
 OJ0228'AT HARBOR BEACH.
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0228'END OF THE HERCULES POWDER INC. DOCK, ON NORTH SIDE OF RAIL SPUR
 OJ0228'LEADING ONTO THE DOCK, ABOUT 110 FEET WEST OF SECOND UTILITY
 OJ0228'POLE FROM OUTER END OF THE DOCK, 59.5 FEET NORTH OF THE NORTH
 OJ0228'RAIL, IN LINE WITH EAST FACE OF A FRAME TWO-STORY WAREHOUSE,
 OJ0228'0.9 FOOT SOUTH OF THE SOUTHEAST CORNER, 1/4-FOOT ABOVE THE GROUND
 OJ0228'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON
 OJ0228'ROD, 9-1/2 FEET LONG.  BM MILLING 1954
 OJ0228
 OJ0228                          STATION RECOVERY (1976)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0228'NEAR THE WEST END OF THE HERCULES POWDER INC. DOCK, ON NORTH SIDE OF
 OJ0228'RAIL SPUR LEADING ONTO THE DOCK, ABOUT 110 FT. WEST OF THE SECOND
 OJ0228'UTILITY POLE FROM OUTER END OF THE DOCK, 59.5 FT. NORTH OF THE NORTH
 OJ0228'RAIL, 0.9 FOOT SOUTH OF THE SOUTHEAST CORNER AND IN INE WITH EAST FACE
 OJ0228'OF A FRAME TWO STORY WAREHOUE, 1/4 FOOT ABOVE THE GROUND SURFACE BEING
 OJ0228'HIGHEST POINT ON TOP OF A 1 INCH DIAMETER IRON ROD 9 1/2 FEET LONG.
 OJ0228
 OJ0228                          STATION RECOVERY (1980)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0228'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC. AT AN OLD
 OJ0228'TWO STORY FRAME WAREHOUSE ON ROAD TO COAL DOCK, 33.52 METERS (110
 OJ0228'.0 FEET) WEST OF THE SECOND POWER POLE FROM THE OUTER END OF THE
 OJ0228'DOCK, 18.14 METERS (59.0 FEET) NORTH OF THE NORTH RAIL OF TRACK
 OJ0228'TO DOCK, 0.27 METER (0.9 FOOT) SOUTH OF THE SOUTHEAST CORNER OF
 OJ0228'THE WAREHOUSE.
 OJ0228'THE MARK IS 0.1 M ABOVE GROUND.
 OJ0228
 OJ0228                          STATION RECOVERY (1994)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0228'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , NEAR WEST END OF
 OJ0228'COAL DOCK, AT AN OLD TWO STORY FRAME WAREHOUSE ALONG ROAD LEADING TO
 OJ0228'DOCK, 33.52 M (109.97 FT) WEST OF SECOND UTILITY POLE FROM OUTER END
 OJ0228'OF THE DOCK, 24.0FT NORTHEAST OF THE CONTERLINE OF A DIRT ROAD LEADING
 OJ0228'TO GAGE HOUSE.  IN LINE WITH EAST FACE AND 0.27 M (0.89 FT) SOUTH OF
 OJ0228'THE SOUTHEAST CORNER OF WAREHOUSE, 0.07 M (0.23 FT) ABOVE THE GROUND
 OJ0228'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD,
 OJ0228'2.90 M (9.51 FT) LONG.
 OJ0228
 OJ0228                          STATION RECOVERY (1995)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON THE PROPERTY OF
 OJ0228'DOW ELAMCO, NEAR THE WEST END OF THE OLD COAL DOCKS, (NO LONGER
 OJ0228'THERE.) 118.0 FT (36.0 M) WEST OF SECOND UTILITY POLE NO.  DEGD9040
 OJ0228'FROM END OF DOCK.  70.4 FT (21.5 M) EAST OF POWER POLE NO.  DE480B2,
 OJ0228'BEING LAST POLE IN LINE.  40.5 FT (12.3 M) SOUTH-SOUTHWEST OF THE TOP
 OJ0228'EDGE OF THE BANK WHERE ROCKS START.  25.5 FT (7.8 M) NORTHEAST OF THE
 OJ0228'CENTER OF GRAVEL DRIVE.  BEING HIGHEST POINT ON TOP OF A 1-INCH
 OJ0228'DIAMETER IRON ROD, 9.51 FT (2.90 M) LONG, SURROUNDED BY A 5 INCH PVC
 OJ0228'PIPE AND ALUMINUM ACCESS COVER WITH CONCRETE KICK BLOCK FLUSH WITH THE
 OJ0228'GROUND.
 OJ0228
 OJ0228                          STATION RECOVERY (2011)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0228'RECOVERED AS DESCRIBED.
 OJ0228
 OJ0228                          STATION RECOVERY (2022)
 OJ0228
 OJ0228'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0223 ***********************************************************************
 OJ0223  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0223  DESIGNATION -  907 5014 RAIL A
 OJ0223  PID         -  OJ0223
 OJ0223  STATE/COUNTY-  MI/HURON
 OJ0223  COUNTRY     -  US
 OJ0223  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0223
 OJ0223                         *CURRENT SURVEY CONTROL
 OJ0223  ______________________________________________________________________
 OJ0223* NAD 83(1986) POSITION- 43 50 45.8    (N) 082 38 44.7    (W)   HD_HELD2
 OJ0223* NAVD 88 ORTHO HEIGHT -   177.621 (meters)      582.74  (feet) ADJUSTED
 OJ0223  ______________________________________________________________________
 OJ0223  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 OJ0223  DYNAMIC HEIGHT  -        177.592 (meters)      582.65  (feet) COMP
 OJ0223  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 OJ0223
 OJ0223  VERT ORDER      -  FIRST     CLASS II
 OJ0223
 OJ0223.The horizontal coordinates were established by autonomous hand held GPS
 OJ0223.observations and have an estimated accuracy of +/- 10 meters.
 OJ0223
 OJ0223.The orthometric height was determined by differential leveling and
 OJ0223.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0223.in May 2016.
 OJ0223
 OJ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0223.GEOID18 height accuracy estimate available here.
 OJ0223
 OJ0223.This Water Level Mark is designated as VM 13041
 OJ0223.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0223
 OJ0223.Click photographs - Photos may exist for this station.
 OJ0223
 OJ0223.The dynamic height is computed by dividing the NAVD 88
 OJ0223.geopotential number by the normal gravity value computed on the
 OJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0223.degrees latitude (g = 980.6199 gals.).
 OJ0223
 OJ0223.The modeled gravity was interpolated from observed gravity values.
 OJ0223
 OJ0223;                    North         East    Units  Estimated Accuracy
 OJ0223;SPC MI S     -   262,025.    4,138,382.      MT  (+/- 10 meters HH2 GPS)
 OJ0223
 OJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6771256091(NAD 83)
 OJ0223
 OJ0223                          SUPERSEDED SURVEY CONTROL
 OJ0223
 OJ0223  NAVD 88 (05/05/00)  177.626  (m)          582.76   (f) SUPERSEDED  2 1
 OJ0223  NAVD 88 (06/15/91)  177.631  (m)          582.78   (f) SUPERSEDED  1 0
 OJ0223  NGVD 29 (11/26/84)  177.742  (m)          583.14   (f) ADJUSTED    1 0
 OJ0223
 OJ0223.Superseded values are not recommended for survey control.
 OJ0223
 OJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0223.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0223
 OJ0223_MARKER: Z = SEE DESCRIPTION
 OJ0223_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 OJ0223_SP_SET: IRON ROD
 OJ0223_MARK LOGO: NONE
 OJ0223_PROJECTION: RECESSED 6 CENTIMETERS
 OJ0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0223+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 OJ0223_ROD/PIPE-DEPTH: 1.22 meters
 OJ0223
 OJ0223  HISTORY     - Date     Condition        Report By
 OJ0223  HISTORY     - 1970     MONUMENTED       USLS
 OJ0223  HISTORY     - 1970     GOOD             USLS
 OJ0223  HISTORY     - 1976     GOOD             NOS
 OJ0223  HISTORY     - 1980     GOOD             NGS
 OJ0223  HISTORY     - 19910725 GOOD             NOS
 OJ0223  HISTORY     - 19951026 GOOD             NOS
 OJ0223  HISTORY     - 20110623 SEE DESCRIPTION  NGS
 OJ0223  HISTORY     - 20220922 GOOD             CO-OPS
 OJ0223
 OJ0223                          STATION DESCRIPTION
 OJ0223
 OJ0223'DESCRIBED BY US LAKE SURVEY 1970
 OJ0223'AT HARBOR BEACH.
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0223'END OF THE HERCULES POWDER INC. DOCK, 98.4 FEET NORTHWEST OF THE
 OJ0223'FOURTH AND 82.5 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0223'GATE ALONG ROAD LEADING TO THE DOCK, 3.2 FEET SOUTH OF SOUTH
 OJ0223'RAIL OF THE MOST SOUTHERLY RAILROAD TRACK, JUST BELOW THE GROUND
 OJ0223'SURFACE, BEING HIGHEST POINT ON TOP OF A 2 X 4-INCH IRON ROD.
 OJ0223'BM RAIL A 1957
 OJ0223
 OJ0223                          STATION RECOVERY (1976)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0223'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 98.4 FT. NORTHWEST OF
 OJ0223'THE FOURTH AND 82.5 FT. NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0223'GATE ALONG ROAD LEADING TO THE DOCK, 3.2 FT. SOUTH OF SOUTH RAIL OF
 OJ0223'THE MOST SOUTHERLY RAILROAD TRACK, JUST BELOW GROUND SURFACE, BEING
 OJ0223'HIGHEST POINT ON TOP OF A 2 BY 4 INCH IRON ROD.
 OJ0223
 OJ0223                          STATION RECOVERY (1980)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0223'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0223'WEST END OF THE DOCK, 29.9 METERS (98.4 FEET) NORTHWEST OF POWER
 OJ0223'POLE NUMBER DE4865R9, 25.1 METERS (82.5 FEET) NORTHEAST OF POWER
 OJ0223'POLE NUMBER D340G5, 1.0 METER (3.2 FEET) SOUTH OF THE SOUTH RAIL
 OJ0223'2 X 4-INCH METAL ROD.
 OJ0223'THE MARK IS 5.2 METERS  N FROM A WITNESS POST.
 OJ0223'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0223
 OJ0223                          STATION RECOVERY (1991)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (CNC)
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0223'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , NEAR THE WEST END
 OJ0223'OF THE DOCK, 29.9 M (98.1 FT) NORTHWEST OF THE FOURTH UTILITY POLE
 OJ0223'NUMBER DE4865R9 AND 25.1 M (82.3 FT) NORTHEAST OF THE THIRD UTILITY
 OJ0223'POLE NUMBER D340G5 INSIDE GATE ALONG ROAD LEADING TO THE DOCK, 1.0 M
 OJ0223'(3.3 FT) SOUTH OF SOUTH RAIL OF THE MOST SOUTHERLY RAILROAD TRACK,
 OJ0223'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 2 X
 OJ0223'4-INCH IRON ROD.
 OJ0223
 OJ0223                          STATION RECOVERY (1995)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0223'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.), NEAR WEST END OF
 OJ0223'COAL DOCK, 98.1 FT (29.9 M) NORTHWEST OF THE SECOND POLE FROM GATE.
 OJ0223'82.3 FT (25.1 M) NORTHEAST OF THE FIRST POLE INSIDE GATE ALONG ROAD TO
 OJ0223'THE DOCK.  18.3 FT (5.6 M) NORTH OF BM HURON.  17.7 FT (5.4 M) NORTH
 OJ0223'OF HURON DISK.  17.2 FT (5.2 M) NORTH OF A METAL WITNESS POST. MARK IS
 OJ0223'THE TOP OF A 2 INCH BY 4 INCH IRON RAIL 6 INCHES BELOW THE GRAVEL.
 OJ0223'PROTECTED BY A 5 INCH PVC PIPE WITH ALUMINUM ACCESS COVER SURROUNDED
 OJ0223'BY A MASS OF CONCRETE FLUSH WITH THE GRAVEL.
 OJ0223
 OJ0223                          STATION RECOVERY (2011)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0223'RECOVERED IN GOOD CONDITION.
 OJ0223'
 OJ0223'NOTE-CAP HAS BEEN BROKEN OFF AND PVC WAS FILLED WITH DIRT AND WILL
 OJ0223'HAVE TO BE DUG OUT TO ACCESS HIGHEST POINT.
 OJ0223
 OJ0223                          STATION RECOVERY (2022)
 OJ0223
 OJ0223'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0125 ***********************************************************************
 PK0125  DESIGNATION -  907 5020 MAC USLS
 PK0125  PID         -  PK0125
 PK0125  STATE/COUNTY-  MI/HURON
 PK0125  COUNTRY     -  US
 PK0125  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0125
 PK0125                         *CURRENT SURVEY CONTROL
 PK0125  ______________________________________________________________________
 PK0125* NAD 83(1986) POSITION- 44 03 30.     (N) 082 53 36.     (W)   SCALED
 PK0125* NAVD 88 ORTHO HEIGHT -   178.116 (meters)      584.37  (feet) ADJUSTED
 PK0125  ______________________________________________________________________
 PK0125  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 PK0125  DYNAMIC HEIGHT  -        178.090 (meters)      584.28  (feet) COMP
 PK0125  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PK0125
 PK0125  VERT ORDER      -  FIRST     CLASS 0
 PK0125
 PK0125.The horizontal coordinates were scaled from a map and have
 PK0125.an estimated accuracy of +/- 6 seconds.
 PK0125
 PK0125.The orthometric height was determined by differential leveling and
 PK0125.adjusted by the NATIONAL GEODETIC SURVEY
 PK0125.in June 1991.
 PK0125
 PK0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0125.GEOID18 height accuracy estimate available here.
 PK0125
 PK0125.Click photographs - Photos may exist for this station.
 PK0125
 PK0125.The dynamic height is computed by dividing the NAVD 88
 PK0125.geopotential number by the normal gravity value computed on the
 PK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0125.degrees latitude (g = 980.6199 gals.).
 PK0125
 PK0125.The modeled gravity was interpolated from observed gravity values.
 PK0125
 PK0125;                    North         East    Units  Estimated Accuracy
 PK0125;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0125
 PK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0125
 PK0125                          SUPERSEDED SURVEY CONTROL
 PK0125
 PK0125  NGVD 29 (??/??/92)  178.254  (m)          584.82   (f) ADJ UNCH    1 0
 PK0125
 PK0125.Superseded values are not recommended for survey control.
 PK0125
 PK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0125.See file dsdata.pdf to determine how the superseded data were derived.
 PK0125
 PK0125_MARKER: DD = SURVEY DISK
 PK0125_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0125+WITH SETTING: PAVEMENT
 PK0125_SP_SET: STEPS
 PK0125_STAMPING: MAC 1963
 PK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0125+STABILITY: SURFACE MOTION
 PK0125
 PK0125  HISTORY     - Date     Condition        Report By
 PK0125  HISTORY     - 1963     MONUMENTED       USLS
 PK0125  HISTORY     - 1976     GOOD             NOS
 PK0125
 PK0125                          STATION DESCRIPTION
 PK0125
 PK0125'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0125'IN GRINDSTONE CITY.
 PK0125'ON PROPERTY OF MACWALEN, ON HARBOR FACE OF CONCRETE RETAINING WALL, ON
 PK0125'EAST SIDE OF LOWER FLIGHT OF STEPS LEADING FROM DOCK TO POST OFFICE
 PK0125'BUILDING, 8.6 FT. SOUTHWEST OF DOC FACE, 2.7 FT. ABOVE THE CONCRETE
 PK0125'DOCK WALK, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISK SET INTO THE
 PK0125'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0128 ***********************************************************************
 PK0128  DESIGNATION -  907 5020 NAGEL USLS
 PK0128  PID         -  PK0128
 PK0128  STATE/COUNTY-  MI/HURON
 PK0128  COUNTRY     -  US
 PK0128  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0128
 PK0128                         *CURRENT SURVEY CONTROL
 PK0128  ______________________________________________________________________
 PK0128* NAD 83(1986) POSITION- 44 03 30.     (N) 082 53 36.     (W)   SCALED
 PK0128* NAVD 88 ORTHO HEIGHT -   179.694 (meters)      589.55  (feet) ADJUSTED
 PK0128  ______________________________________________________________________
 PK0128  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 PK0128  DYNAMIC HEIGHT  -        179.668 (meters)      589.46  (feet) COMP
 PK0128  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PK0128
 PK0128  VERT ORDER      -  FIRST     CLASS 0
 PK0128
 PK0128.The horizontal coordinates were scaled from a map and have
 PK0128.an estimated accuracy of +/- 6 seconds.
 PK0128
 PK0128.The orthometric height was determined by differential leveling and
 PK0128.adjusted by the NATIONAL GEODETIC SURVEY
 PK0128.in June 1991.
 PK0128
 PK0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0128.GEOID18 height accuracy estimate available here.
 PK0128
 PK0128.Click photographs - Photos may exist for this station.
 PK0128
 PK0128.The dynamic height is computed by dividing the NAVD 88
 PK0128.geopotential number by the normal gravity value computed on the
 PK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0128.degrees latitude (g = 980.6199 gals.).
 PK0128
 PK0128.The modeled gravity was interpolated from observed gravity values.
 PK0128
 PK0128;                    North         East    Units  Estimated Accuracy
 PK0128;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0128
 PK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0128
 PK0128                          SUPERSEDED SURVEY CONTROL
 PK0128
 PK0128  NGVD 29 (??/??/92)  179.832  (m)          590.00   (f) ADJ UNCH    1 0
 PK0128
 PK0128.Superseded values are not recommended for survey control.
 PK0128
 PK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0128.See file dsdata.pdf to determine how the superseded data were derived.
 PK0128
 PK0128_MARKER: I = METAL ROD
 PK0128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0128_PROJECTION: RECESSED 3 CENTIMETERS
 PK0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0128_ROD/PIPE-DEPTH: 1.83 meters
 PK0128
 PK0128  HISTORY     - Date     Condition        Report By
 PK0128  HISTORY     - 1970     MONUMENTED       USLS
 PK0128  HISTORY     - 1976     GOOD             NOS
 PK0128
 PK0128                          STATION DESCRIPTION
 PK0128
 PK0128'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0128'IN GRINDSTONE.
 PK0128'SOUTHEASTERLY OF THE INTERSECTION OF HARBOR MARINE ROAD AND POINT AUX
 PK0128'BARQUES RD., 40 FT. SOUTH OF A 10 INCH MAPLE, 32 FT. NORTHEAST
 PK0128'CENTERLINE OF ROAD, 1.1 FT. WEST OF SECOND UTILITY POLE SOUTHEAST OF
 PK0128'RD. LEADING TO HARBOR MARINA, BEING HIGHEST POINT ON TOP OF A 5/8
 PK0128'INCH DIAMETER COPPER COATED STEEL ROD, 6 FT. LONG, 1/2 FT. BELOW THE
 PK0128'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0126 ***********************************************************************
 PK0126  DESIGNATION -  907 5020 WHALEN USLS
 PK0126  PID         -  PK0126
 PK0126  STATE/COUNTY-  MI/HURON
 PK0126  COUNTRY     -  US
 PK0126  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0126
 PK0126                         *CURRENT SURVEY CONTROL
 PK0126  ______________________________________________________________________
 PK0126* NAD 83(1986) POSITION- 44 03 30.     (N) 082 53 36.     (W)   SCALED
 PK0126* NAVD 88 ORTHO HEIGHT -   181.937 (meters)      596.91  (feet) ADJUSTED
 PK0126  ______________________________________________________________________
 PK0126  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 PK0126  DYNAMIC HEIGHT  -        181.911 (meters)      596.82  (feet) COMP
 PK0126  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PK0126
 PK0126  VERT ORDER      -  FIRST     CLASS 0
 PK0126
 PK0126.The horizontal coordinates were scaled from a map and have
 PK0126.an estimated accuracy of +/- 6 seconds.
 PK0126
 PK0126.The orthometric height was determined by differential leveling and
 PK0126.adjusted by the NATIONAL GEODETIC SURVEY
 PK0126.in June 1991.
 PK0126
 PK0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0126.GEOID18 height accuracy estimate available here.
 PK0126
 PK0126.Click photographs - Photos may exist for this station.
 PK0126
 PK0126.The dynamic height is computed by dividing the NAVD 88
 PK0126.geopotential number by the normal gravity value computed on the
 PK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0126.degrees latitude (g = 980.6199 gals.).
 PK0126
 PK0126.The modeled gravity was interpolated from observed gravity values.
 PK0126
 PK0126;                    North         East    Units  Estimated Accuracy
 PK0126;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0126
 PK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0126
 PK0126                          SUPERSEDED SURVEY CONTROL
 PK0126
 PK0126  NGVD 29 (??/??/92)  182.075  (m)          597.36   (f) ADJ UNCH    1 0
 PK0126
 PK0126.Superseded values are not recommended for survey control.
 PK0126
 PK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0126.See file dsdata.pdf to determine how the superseded data were derived.
 PK0126
 PK0126_MARKER: DD = SURVEY DISK
 PK0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0126_SP_SET: BUILDING
 PK0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0126
 PK0126  HISTORY     - Date     Condition        Report By
 PK0126  HISTORY     - 1963     MONUMENTED       USLS
 PK0126  HISTORY     - 1976     GOOD             NOS
 PK0126
 PK0126                          STATION DESCRIPTION
 PK0126
 PK0126'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0126'IN GRINDSTONE.
 PK0126'ON PROPERTY OF MACWHALEN, ON SOUTHEAST FACE OF CONCRETE BLOCK UTILITY
 PK0126'BUILDING, 3.5 FT. SOUTHWEST OF EAST CORNER OF BUILDING, 4 FT. ABOVE
 PK0126'THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK
 PK0126'SET INTO THE CONCRETE BLOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0127 ***********************************************************************
 PK0127  DESIGNATION -  907 5020 YERKY USLS
 PK0127  PID         -  PK0127
 PK0127  STATE/COUNTY-  MI/HURON
 PK0127  COUNTRY     -  US
 PK0127  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0127
 PK0127                         *CURRENT SURVEY CONTROL
 PK0127  ______________________________________________________________________
 PK0127* NAD 83(1986) POSITION- 44 03 30.     (N) 082 53 36.     (W)   SCALED
 PK0127* NAVD 88 ORTHO HEIGHT -   180.352 (meters)      591.70  (feet) ADJUSTED
 PK0127  ______________________________________________________________________
 PK0127  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 PK0127  DYNAMIC HEIGHT  -        180.326 (meters)      591.62  (feet) COMP
 PK0127  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PK0127
 PK0127  VERT ORDER      -  FIRST     CLASS 0
 PK0127
 PK0127.The horizontal coordinates were scaled from a map and have
 PK0127.an estimated accuracy of +/- 6 seconds.
 PK0127
 PK0127.The orthometric height was determined by differential leveling and
 PK0127.adjusted by the NATIONAL GEODETIC SURVEY
 PK0127.in June 1991.
 PK0127
 PK0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0127.GEOID18 height accuracy estimate available here.
 PK0127
 PK0127.Click photographs - Photos may exist for this station.
 PK0127
 PK0127.The dynamic height is computed by dividing the NAVD 88
 PK0127.geopotential number by the normal gravity value computed on the
 PK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0127.degrees latitude (g = 980.6199 gals.).
 PK0127
 PK0127.The modeled gravity was interpolated from observed gravity values.
 PK0127
 PK0127;                    North         East    Units  Estimated Accuracy
 PK0127;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0127
 PK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0127
 PK0127                          SUPERSEDED SURVEY CONTROL
 PK0127
 PK0127  NGVD 29 (??/??/92)  180.490  (m)          592.16   (f) ADJ UNCH    1 0
 PK0127
 PK0127.Superseded values are not recommended for survey control.
 PK0127
 PK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0127.See file dsdata.pdf to determine how the superseded data were derived.
 PK0127
 PK0127_MARKER: I = METAL ROD
 PK0127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0127_PROJECTION: RECESSED 3 CENTIMETERS
 PK0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0127_ROD/PIPE-DEPTH: 3.05 meters
 PK0127
 PK0127  HISTORY     - Date     Condition        Report By
 PK0127  HISTORY     - 1963     MONUMENTED       USLS
 PK0127  HISTORY     - 1976     GOOD             NOS
 PK0127
 PK0127                          STATION DESCRIPTION
 PK0127
 PK0127'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0127'IN GRINDSTONE.
 PK0127'OPPOSITE ROAD LEADING TO HARBOR MARINA, 65 FT. SOUTHWEST CENTERLINE OF
 PK0127'POINT AUX BARQUES RD., 27.7 FT. WEST OF NORTH CORNER OF WING AND 12.1
 PK0127'FT. NORTHEAST OF NORTH CORNER OF CONCRETE BLOCK DWELLING FORMER POST
 PK0127'OFFICE, 5.7 FT. WEST OF 10 INCH CEDAR, 1/2 FT. BELOW THE GROUND
 PK0127'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER
 PK0127'COATED STEEL ROD, 10 FT. LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0116 ***********************************************************************
 PK0116  DESIGNATION -  907 5024 MARKET
 PK0116  PID         -  PK0116
 PK0116  STATE/COUNTY-  MI/HURON
 PK0116  COUNTRY     -  US
 PK0116  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0116
 PK0116                         *CURRENT SURVEY CONTROL
 PK0116  ______________________________________________________________________
 PK0116* NAD 83(1986) POSITION- 44 02 46.3    (N) 082 59 38.1    (W)   HD_HELD2
 PK0116* NAVD 88 ORTHO HEIGHT -   181.917 (meters)      596.84  (feet) ADJUSTED
 PK0116  ______________________________________________________________________
 PK0116  GEOID HEIGHT    -        -35.090 (meters)                     GEOID18
 PK0116  DYNAMIC HEIGHT  -        181.891 (meters)      596.75  (feet) COMP
 PK0116  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 PK0116
 PK0116  VERT ORDER      -  FIRST     CLASS 0
 PK0116
 PK0116.The horizontal coordinates were established by autonomous hand held GPS
 PK0116.observations and have an estimated accuracy of +/- 10 meters.
 PK0116
 PK0116.The orthometric height was determined by differential leveling and
 PK0116.adjusted by the NATIONAL GEODETIC SURVEY
 PK0116.in June 1991.
 PK0116
 PK0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0116.GEOID18 height accuracy estimate available here.
 PK0116
 PK0116.Click photographs - Photos may exist for this station.
 PK0116
 PK0116.The dynamic height is computed by dividing the NAVD 88
 PK0116.geopotential number by the normal gravity value computed on the
 PK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0116.degrees latitude (g = 980.6199 gals.).
 PK0116
 PK0116.The modeled gravity was interpolated from observed gravity values.
 PK0116
 PK0116;                    North         East    Units  Estimated Accuracy
 PK0116;SPC MI S     -   283,747.    4,110,025.      MT  (+/- 10 meters HH2 GPS)
 PK0116
 PK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4026278936(NAD 83)
 PK0116
 PK0116                          SUPERSEDED SURVEY CONTROL
 PK0116
 PK0116  NGVD 29 (??/??/92)  182.057  (m)          597.30   (f) ADJ UNCH    1 0
 PK0116
 PK0116.Superseded values are not recommended for survey control.
 PK0116
 PK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0116.See file dsdata.pdf to determine how the superseded data were derived.
 PK0116
 PK0116_MARKER: DD = SURVEY DISK
 PK0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0116_SP_SET: UNSPECIFIED ROCK
 PK0116_STAMPING: MARKET CBF 1960 USLS
 PK0116_MARK LOGO: USACE
 PK0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0116
 PK0116  HISTORY     - Date     Condition        Report By
 PK0116  HISTORY     - 1960     MONUMENTED       USLS
 PK0116  HISTORY     - 1976     GOOD             NOS
 PK0116  HISTORY     - 19970907 GOOD             USPSQD
 PK0116  HISTORY     - 19991120 GOOD             USPSQD
 PK0116
 PK0116                          STATION DESCRIPTION
 PK0116
 PK0116'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0116'IN PORT AUSTIN.
 PK0116'NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF LAKE AND SPRING STS.
 PK0116'39.5 FT. WEST OF THE NORTHEAST CORNER AND ON NORTH FACE OF A TWO
 PK0116'STORY STONE BLOCK BUILDING OCCUPIED BY THE PORT AUSTIN MARKET, 3 1/2
 PK0116'FT. SBOVE THE SIDEWALK, BEING HORIZONTAL LINE OF CROSS AT CENTER OF
 PK0116'BRONZE DISK SET INTO THE STONE.
 PK0116
 PK0116                          STATION RECOVERY (1997)
 PK0116
 PK0116'RECOVERY NOTE BY US POWER SQUADRON 1997
 PK0116'RECOVERED IN GOOD CONDITION.
 PK0116
 PK0116                          STATION RECOVERY (1999)
 PK0116
 PK0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0118 ***********************************************************************
 PK0118  DESIGNATION -  907 5024 NEW USLS
 PK0118  PID         -  PK0118
 PK0118  STATE/COUNTY-  MI/HURON
 PK0118  COUNTRY     -  US
 PK0118  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0118
 PK0118                         *CURRENT SURVEY CONTROL
 PK0118  ______________________________________________________________________
 PK0118* NAD 83(1986) POSITION- 44 03 00.     (N) 082 59 42.     (W)   SCALED
 PK0118* NAVD 88 ORTHO HEIGHT -   179.312 (meters)      588.29  (feet) ADJUSTED
 PK0118  ______________________________________________________________________
 PK0118  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 PK0118  DYNAMIC HEIGHT  -        179.286 (meters)      588.21  (feet) COMP
 PK0118  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 PK0118
 PK0118  VERT ORDER      -  FIRST     CLASS 0
 PK0118
 PK0118.The horizontal coordinates were scaled from a map and have
 PK0118.an estimated accuracy of +/- 6 seconds.
 PK0118
 PK0118.The orthometric height was determined by differential leveling and
 PK0118.adjusted by the NATIONAL GEODETIC SURVEY
 PK0118.in June 1991.
 PK0118
 PK0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0118.GEOID18 height accuracy estimate available here.
 PK0118
 PK0118.Click photographs - Photos may exist for this station.
 PK0118
 PK0118.The dynamic height is computed by dividing the NAVD 88
 PK0118.geopotential number by the normal gravity value computed on the
 PK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0118.degrees latitude (g = 980.6199 gals.).
 PK0118
 PK0118.The modeled gravity was interpolated from observed gravity values.
 PK0118
 PK0118;                    North         East    Units  Estimated Accuracy
 PK0118;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0118
 PK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0118
 PK0118                          SUPERSEDED SURVEY CONTROL
 PK0118
 PK0118  NGVD 29 (??/??/92)  179.451  (m)          588.75   (f) ADJ UNCH    1 0
 PK0118
 PK0118.Superseded values are not recommended for survey control.
 PK0118
 PK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0118.See file dsdata.pdf to determine how the superseded data were derived.
 PK0118
 PK0118_MARKER: I = METAL ROD
 PK0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0118_PROJECTION: RECESSED 3 CENTIMETERS
 PK0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0118_ROD/PIPE-DEPTH: 3.05 meters
 PK0118
 PK0118  HISTORY     - Date     Condition        Report By
 PK0118  HISTORY     - 1970     MONUMENTED       USLS
 PK0118  HISTORY     - 1976     GOOD             NOS
 PK0118  HISTORY     - 19970907 MARK NOT FOUND   USPSQD
 PK0118  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0118
 PK0118                          STATION DESCRIPTION
 PK0118
 PK0118'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0118'IN PORT AUSTIN.
 PK0118'ON THE WEST SIDE OF BIRD CREEK NEAR THE FOOT OF LAKE ST. 92 FT.
 PK0118'SOUTHEAST OF SOUTHEAST CORNER OF REST ROOM BUILDING, 84 FT. WEST OF
 PK0118'U.P. NO. 3/60 LOCATED IN OVAL AT CENTER OF PARKING AREA, 1 FT. EAST
 PK0118'OF NORTHEAST CORNER AND IN LINE WITH SOUTH FACE OF CHAIN LINK FENCE
 PK0118'AROUND COAST GUARD UTILITY SHED, 1/2 FT. BELOW GROUND SURFACE, BEING
 PK0118'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD,
 PK0118'10 FT. LONG.
 PK0118
 PK0118                          STATION RECOVERY (1997)
 PK0118
 PK0118'RECOVERY NOTE BY US POWER SQUADRON 1997
 PK0118'MARK NOT FOUND.
 PK0118
 PK0118                          STATION RECOVERY (1999)
 PK0118
 PK0118'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0119 ***********************************************************************
 PK0119  DESIGNATION -  907 5024 OVAL USLS
 PK0119  PID         -  PK0119
 PK0119  STATE/COUNTY-  MI/HURON
 PK0119  COUNTRY     -  US
 PK0119  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0119
 PK0119                         *CURRENT SURVEY CONTROL
 PK0119  ______________________________________________________________________
 PK0119* NAD 83(1986) POSITION- 44 03 00.     (N) 082 59 42.     (W)   SCALED
 PK0119* NAVD 88 ORTHO HEIGHT -   179.291 (meters)      588.22  (feet) ADJUSTED
 PK0119  ______________________________________________________________________
 PK0119  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 PK0119  DYNAMIC HEIGHT  -        179.265 (meters)      588.14  (feet) COMP
 PK0119  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 PK0119
 PK0119  VERT ORDER      -  FIRST     CLASS 0
 PK0119
 PK0119.The horizontal coordinates were scaled from a map and have
 PK0119.an estimated accuracy of +/- 6 seconds.
 PK0119
 PK0119.The orthometric height was determined by differential leveling and
 PK0119.adjusted by the NATIONAL GEODETIC SURVEY
 PK0119.in June 1991.
 PK0119
 PK0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0119.GEOID18 height accuracy estimate available here.
 PK0119
 PK0119.Click photographs - Photos may exist for this station.
 PK0119
 PK0119.The dynamic height is computed by dividing the NAVD 88
 PK0119.geopotential number by the normal gravity value computed on the
 PK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0119.degrees latitude (g = 980.6199 gals.).
 PK0119
 PK0119.The modeled gravity was interpolated from observed gravity values.
 PK0119
 PK0119;                    North         East    Units  Estimated Accuracy
 PK0119;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0119
 PK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0119
 PK0119                          SUPERSEDED SURVEY CONTROL
 PK0119
 PK0119  NGVD 29 (??/??/92)  179.431  (m)          588.68   (f) ADJ UNCH    1 0
 PK0119
 PK0119.Superseded values are not recommended for survey control.
 PK0119
 PK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0119.See file dsdata.pdf to determine how the superseded data were derived.
 PK0119
 PK0119_MARKER: I = METAL ROD
 PK0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0119_PROJECTION: RECESSED 3 CENTIMETERS
 PK0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0119_ROD/PIPE-DEPTH: 3.05 meters
 PK0119
 PK0119  HISTORY     - Date     Condition        Report By
 PK0119  HISTORY     - 1957     MONUMENTED       USLS
 PK0119  HISTORY     - 1976     GOOD             NOS
 PK0119  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0119
 PK0119                          STATION DESCRIPTION
 PK0119
 PK0119'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0119'IN PORT AUSTIN.
 PK0119'ON THE WEST SIDE OF BIRD CREEK, NEAR FOOT OF LAKE ST. IN LAWN COVERED
 PK0119'OVAL AT CENTER OF PARKING AREA, 15.1 FT. NORTHWEST OF U.P. NO. 3/60
 PK0119'6.7 FT. NORTHEAST OF AN ANTENNA POLE, 4.8 FT. SOUTHWEST OF THE MOST
 PK0119'SOUTHERN OF A GROUP OF THREE TREES, 1/2 FT. BELOW THE GROUND SURFACE,
 PK0119'BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL
 PK0119'ROD, 10 FT. LONG.
 PK0119
 PK0119                          STATION RECOVERY (1999)
 PK0119
 PK0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3979 ***********************************************************************
 DS3979  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3979  DESIGNATION -  907 5024 PIER RESET
 DS3979  PID         -  DS3979
 DS3979  STATE/COUNTY-  MI/HURON
 DS3979  COUNTRY     -  US
 DS3979  USGS QUAD   -  PORT AUSTIN EAST (2017)
 DS3979
 DS3979                         *CURRENT SURVEY CONTROL
 DS3979  ______________________________________________________________________
 DS3979* NAD 83(2011) POSITION- 44 02 52.40643(N) 082 59 38.64592(W)   ADJUSTED
 DS3979* NAD 83(2011) ELLIP HT-   142.918 (meters)        (12/02/25)   ADJUSTED
 DS3979* NAD 83(2011) EPOCH   -  2010.00
 DS3979* NAVD 88 ORTHO HEIGHT -   178.02  (meters)      584.1   (feet) GPS OBS
 DS3979  ______________________________________________________________________
 DS3979  GEOID HEIGHT    -        -35.093 (meters)                     GEOID18
 DS3979  NAD 83(2011) X  -    560,081.364 (meters)                     COMP
 DS3979  NAD 83(2011) Y  - -4,557,595.876 (meters)                     COMP
 DS3979  NAD 83(2011) Z  -  4,412,017.228 (meters)                     COMP
 DS3979  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DS3979
 DS3979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3979  Standards:
 DS3979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3979  -------------------------------------------------------------------
 DS3979  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.03705504
 DS3979  -------------------------------------------------------------------
 DS3979  Click here for local accuracies and other accuracy information.
 DS3979
 DS3979.The horizontal coordinates were established by GPS observations
 DS3979.and adjusted by the National Geodetic Survey in December 2025.
 DS3979
 DS3979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3979.been affixed to the stable North American tectonic plate. See 
 DS3979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3979
 DS3979.The horizontal coordinates are valid at the epoch date displayed above
 DS3979.which is a decimal equivalence of Year/Month/Day.
 DS3979
 DS3979.The orthometric height was determined by GPS observations and a
 DS3979.high-resolution geoid model using precise GPS observation and
 DS3979.processing techniques.
 DS3979
 DS3979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3979.GEOID18 height accuracy estimate available here.
 DS3979
 DS3979.Click photographs - Photos may exist for this station.
 DS3979
 DS3979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3979
 DS3979.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3979
 DS3979.The ellipsoidal height was determined by GPS observations
 DS3979.and is referenced to NAD 83.
 DS3979
 DS3979. The following values were computed from the NAD 83(2011) position.
 DS3979
 DS3979;                    North         East     Units Scale Factor Converg.
 DS3979;SPC MI S     -   283,935.104 4,110,009.902   MT  1.00011344   +0 56 02.7
 DS3979;SPC MI S     -   931,545.62 13,484,284.46   iFT  1.00011344   +0 56 02.7
 DS3979;UTM  17      - 4,879,125.063   340,254.875   MT  0.99991386   -1 23 12.1
 DS3979
 DS3979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3979!SPC MI S     -   0.99997759  x   1.00011344  =   1.00009103
 DS3979!UTM  17      -   0.99997759  x   0.99991386  =   0.99989145
 DS3979
 DS3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4025479125(NAD 83)
 DS3979
 DS3979                          SUPERSEDED SURVEY CONTROL
 DS3979
 DS3979.No superseded survey control is available for this station.
 DS3979
 DS3979_MARKER: DB = BENCH MARK DISK
 DS3979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3979_SP_SET: SET IN A CONCRETE HEADWALL
 DS3979_STAMPING: 907 5024 PIER RESET 2010
 DS3979_MARK LOGO: MIDT
 DS3979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3979+STABILITY: SURFACE MOTION
 DS3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3979+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 DS3979
 DS3979  HISTORY     - Date     Condition        Report By
 DS3979  HISTORY     - 2010     MONUMENTED       MIDT
 DS3979  HISTORY     - 20220822 GOOD             NGS
 DS3979
 DS3979                          STATION DESCRIPTION
 DS3979
 DS3979'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3979'THE MARK IS LOCATED ABOUT 15.7 MI (25.3 KM) EAST-NORTHEAST OF
 DS3979'CASEVILLE, 11.4 MI (18.3 KM) NORTHWEST OF REDMAN, 8.1 MI (13.0 KM)
 DS3979'WEST OF HURON CITY, 7.5 MI (12.1 KM) NORTH OF KINDE AND IN THE TOWN OF
 DS3979'PORT AUSTIN, MI.
 DS3979'
 DS3979'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE PORT AUSTIN STATE
 DS3979'HARBOR PARK, PROCEED NORTH INTO THE PARK FOR 0.12 KM (0.07 MI) TO THE
 DS3979'EAST EDGE OF THE PARK ALONG THE CONCRETE PIER NEXT TO THE WATER.
 DS3979'
 DS3979'THE STATION IS A DISK SET FLUSH IN A CONCRETE PIER, 92.05 M (302.0 FT)
 DS3979'EAST OF THE NORTHEAST CORNER OF A BATHROOM FACILITY BUILDING AT THE
 DS3979'PARK, 47.24 M (155.0 FT) SOUTH-SOUTHEAST OF THE EAST CORNER OF THE
 DS3979'CONCRETE BOAT RAMP AND 5.18 M (17.0 FT) WEST OF THE EAST EDGE OF THE
 DS3979'CONCRETE PIER ALONG THE WATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0120 ***********************************************************************
 PK0120  DESIGNATION -  907 5024 PIER USLS
 PK0120  PID         -  PK0120
 PK0120  STATE/COUNTY-  MI/HURON
 PK0120  COUNTRY     -  US
 PK0120  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0120
 PK0120                         *CURRENT SURVEY CONTROL
 PK0120  ______________________________________________________________________
 PK0120* NAD 83(1986) POSITION- 44 03 00.     (N) 082 59 42.     (W)   SCALED
 PK0120* NAVD 88 ORTHO HEIGHT -   177.729 (meters)      583.10  (feet) ADJUSTED
 PK0120  ______________________________________________________________________
 PK0120  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 PK0120  DYNAMIC HEIGHT  -        177.704 (meters)      583.02  (feet) COMP
 PK0120  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 PK0120
 PK0120  VERT ORDER      -  FIRST     CLASS 0
 PK0120
 PK0120.The horizontal coordinates were scaled from a map and have
 PK0120.an estimated accuracy of +/- 6 seconds.
 PK0120
 PK0120.The orthometric height was determined by differential leveling and
 PK0120.adjusted by the NATIONAL GEODETIC SURVEY
 PK0120.in June 1991.
 PK0120
 PK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0120.GEOID18 height accuracy estimate available here.
 PK0120
 PK0120.Click photographs - Photos may exist for this station.
 PK0120
 PK0120.The dynamic height is computed by dividing the NAVD 88
 PK0120.geopotential number by the normal gravity value computed on the
 PK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0120.degrees latitude (g = 980.6199 gals.).
 PK0120
 PK0120.The modeled gravity was interpolated from observed gravity values.
 PK0120
 PK0120;                    North         East    Units  Estimated Accuracy
 PK0120;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0120
 PK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0120
 PK0120                          SUPERSEDED SURVEY CONTROL
 PK0120
 PK0120  NGVD 29 (??/??/92)  177.869  (m)          583.56   (f) ADJ UNCH    1 0
 PK0120
 PK0120.Superseded values are not recommended for survey control.
 PK0120
 PK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0120.See file dsdata.pdf to determine how the superseded data were derived.
 PK0120
 PK0120_MARKER: DD = SURVEY DISK
 PK0120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PK0120_SP_SET: PIER
 PK0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0120
 PK0120  HISTORY     - Date     Condition        Report By
 PK0120  HISTORY     - 1957     MONUMENTED       USLS
 PK0120  HISTORY     - 1976     GOOD             NOS
 PK0120  HISTORY     - 19991120 GOOD             USPSQD
 PK0120
 PK0120                          STATION DESCRIPTION
 PK0120
 PK0120'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0120'IN PORT AUSTIN.
 PK0120'ON THE WEST SIDE OF BIRD CREEK, NEAR FOOT OF LAKE STREET, ON TOP OF
 PK0120'NEAR INNER END OF THE PIER, 37.3 FT. NORTHWEST OF SOUTHEAST CORNER OF
 PK0120'THE STEEL CAPPING ALONG RIVER FACE OF THE PIER, 25.2 FT. NORTHEAST
 PK0120'OF SOUTHWEST CORNER OF THE STEEL CAPPING ALONG WEST FACE OF THE PIER,
 PK0120'3.1 FT. FROM WEST FACE OF THE PIER BEING HIGHEST POINT OVER CROSS AT
 PK0120'CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 PK0120
 PK0120                          STATION RECOVERY (1999)
 PK0120
 PK0120'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0492 ***********************************************************************
 OJ0492  DESIGNATION -  907 5027 GAS
 OJ0492  PID         -  OJ0492
 OJ0492  STATE/COUNTY-  MI/HURON
 OJ0492  COUNTRY     -  US
 OJ0492  USGS QUAD   -  CASEVILLE (2017)
 OJ0492
 OJ0492                         *CURRENT SURVEY CONTROL
 OJ0492  ______________________________________________________________________
 OJ0492* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 36.     (W)   SCALED
 OJ0492* NAVD 88 ORTHO HEIGHT -   183.229 (meters)      601.14  (feet) ADJUSTED
 OJ0492  ______________________________________________________________________
 OJ0492  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 OJ0492  DYNAMIC HEIGHT  -        183.201 (meters)      601.05  (feet) COMP
 OJ0492  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0492
 OJ0492  VERT ORDER      -  FIRST     CLASS 0
 OJ0492
 OJ0492.The horizontal coordinates were scaled from a map and have
 OJ0492.an estimated accuracy of +/- 6 seconds.
 OJ0492
 OJ0492.The orthometric height was determined by differential leveling and
 OJ0492.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0492.in June 1991.
 OJ0492
 OJ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0492.GEOID18 height accuracy estimate available here.
 OJ0492
 OJ0492.Click photographs - Photos may exist for this station.
 OJ0492
 OJ0492.The dynamic height is computed by dividing the NAVD 88
 OJ0492.geopotential number by the normal gravity value computed on the
 OJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0492.degrees latitude (g = 980.6199 gals.).
 OJ0492
 OJ0492.The modeled gravity was interpolated from observed gravity values.
 OJ0492
 OJ0492;                    North         East    Units  Estimated Accuracy
 OJ0492;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0492
 OJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ172682(NAD 83)
 OJ0492
 OJ0492                          SUPERSEDED SURVEY CONTROL
 OJ0492
 OJ0492.No superseded survey control is available for this station.
 OJ0492
 OJ0492_MARKER: DD = SURVEY DISK
 OJ0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0492_SP_SET: BUILDING
 OJ0492_STAMPING: BM GAS 1963 CKF
 OJ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0492
 OJ0492  HISTORY     - Date     Condition        Report By
 OJ0492  HISTORY     - 1963     MONUMENTED       NONE
 OJ0492  HISTORY     - 1976     GOOD             NOS
 OJ0492  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0492
 OJ0492                          STATION DESCRIPTION
 OJ0492
 OJ0492'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0492'IN CASEVILLE.
 OJ0492'JUST NORTH OF THE BRIDGE OVER THE PIGEON RIVER AND ABOUT 100 FT. WEST
 OJ0492'CENTERLINE OF HIGHWAY M25 MAIN STREET, ON NORTH FACE OF FORMER
 OJ0492'CONCRETE GAS STATION BUILDING, NOW THE SUNCATCHER GIFT SHOP, 44 FT.
 OJ0492'SOUTHEAST OF A UTILITY POLE, 31.9 FT. WEST OF NORTHEAST CORNER AND
 OJ0492'0.4 FT. EAST OF NORTHWEST CORNER OF BUILDING, 4 FT. ABOVE THE SIDE
 OJ0492'WAL, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET INTO
 OJ0492'THE CONCRETE WALL.
 OJ0492
 OJ0492                          STATION RECOVERY (1992)
 OJ0492
 OJ0492'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0493 ***********************************************************************
 OJ0493  DESIGNATION -  907 5027 GREEN USLS
 OJ0493  PID         -  OJ0493
 OJ0493  STATE/COUNTY-  MI/HURON
 OJ0493  COUNTRY     -  US
 OJ0493  USGS QUAD   -  CASEVILLE (2017)
 OJ0493
 OJ0493                         *CURRENT SURVEY CONTROL
 OJ0493  ______________________________________________________________________
 OJ0493* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 36.     (W)   SCALED
 OJ0493* NAVD 88 ORTHO HEIGHT -   182.281 (meters)      598.03  (feet) ADJUSTED
 OJ0493  ______________________________________________________________________
 OJ0493  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 OJ0493  DYNAMIC HEIGHT  -        182.253 (meters)      597.94  (feet) COMP
 OJ0493  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0493
 OJ0493  VERT ORDER      -  FIRST     CLASS 0
 OJ0493
 OJ0493.The horizontal coordinates were scaled from a map and have
 OJ0493.an estimated accuracy of +/- 6 seconds.
 OJ0493
 OJ0493.The orthometric height was determined by differential leveling and
 OJ0493.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0493.in June 1991.
 OJ0493
 OJ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0493.GEOID18 height accuracy estimate available here.
 OJ0493
 OJ0493.Click photographs - Photos may exist for this station.
 OJ0493
 OJ0493.The dynamic height is computed by dividing the NAVD 88
 OJ0493.geopotential number by the normal gravity value computed on the
 OJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0493.degrees latitude (g = 980.6199 gals.).
 OJ0493
 OJ0493.The modeled gravity was interpolated from observed gravity values.
 OJ0493
 OJ0493;                    North         East    Units  Estimated Accuracy
 OJ0493;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0493
 OJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ172682(NAD 83)
 OJ0493
 OJ0493                          SUPERSEDED SURVEY CONTROL
 OJ0493
 OJ0493.No superseded survey control is available for this station.
 OJ0493
 OJ0493_MARKER: I = METAL ROD
 OJ0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0493_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0493_ROD/PIPE-DEPTH: 5.49 meters
 OJ0493
 OJ0493  HISTORY     - Date     Condition        Report By
 OJ0493  HISTORY     - 1963     MONUMENTED       USLS
 OJ0493  HISTORY     - 1976     GOOD             NOS
 OJ0493  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0493  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0493
 OJ0493                          STATION DESCRIPTION
 OJ0493
 OJ0493'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0493'IN CASEVILLE.
 OJ0493'620 FEET NORTHWEST OF THE BRIDGE OVER THE PIGEON RIVER, ON PROPERTY
 OJ0493'OF HAMRICKS RESORT, NEAR THE SOUTHWEST CORNER OF CABINS 9 AND 10, 76
 OJ0493'FT. NORTH CENTERLINE OF RIVERSIDE DRIVE, 24.4 FT. EAST OF U.P. NO.
 OJ0493'K 4550, 1.0 FT. SOUTH AND IN LINE WITH WEST FACE OF COTTAGE, BEING
 OJ0493'HIGHEST POINT ON TOP OF 5/8 INCH COPPER COATED STEEL ROD, 1/2 FT.
 OJ0493'BELOW THE GROUND SURFACE, 18 FT. LONG.
 OJ0493
 OJ0493                          STATION RECOVERY (1992)
 OJ0493
 OJ0493'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0493'MARK NOT FOUND.
 OJ0493
 OJ0493                          STATION RECOVERY (1999)
 OJ0493
 OJ0493'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0490 ***********************************************************************
 OJ0490  DESIGNATION -  907 5027 HOTEL USLS
 OJ0490  PID         -  OJ0490
 OJ0490  STATE/COUNTY-  MI/HURON
 OJ0490  COUNTRY     -  US
 OJ0490  USGS QUAD   -  CASEVILLE (2017)
 OJ0490
 OJ0490                         *CURRENT SURVEY CONTROL
 OJ0490  ______________________________________________________________________
 OJ0490* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 30.     (W)   SCALED
 OJ0490* NAVD 88 ORTHO HEIGHT -   181.946 (meters)      596.93  (feet) ADJUSTED
 OJ0490  ______________________________________________________________________
 OJ0490  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 OJ0490  DYNAMIC HEIGHT  -        181.918 (meters)      596.84  (feet) COMP
 OJ0490  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0490
 OJ0490  VERT ORDER      -  FIRST     CLASS 0
 OJ0490
 OJ0490.The horizontal coordinates were scaled from a map and have
 OJ0490.an estimated accuracy of +/- 6 seconds.
 OJ0490
 OJ0490.The orthometric height was determined by differential leveling and
 OJ0490.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0490.in June 1991.
 OJ0490
 OJ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0490.GEOID18 height accuracy estimate available here.
 OJ0490
 OJ0490.Click photographs - Photos may exist for this station.
 OJ0490
 OJ0490.The dynamic height is computed by dividing the NAVD 88
 OJ0490.geopotential number by the normal gravity value computed on the
 OJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0490.degrees latitude (g = 980.6199 gals.).
 OJ0490
 OJ0490.The modeled gravity was interpolated from observed gravity values.
 OJ0490
 OJ0490;                    North         East    Units  Estimated Accuracy
 OJ0490;SPC MI S     -   272,170.    4,087,640.      MT  (+/- 180 meters Scaled)
 OJ0490
 OJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174682(NAD 83)
 OJ0490
 OJ0490                          SUPERSEDED SURVEY CONTROL
 OJ0490
 OJ0490.No superseded survey control is available for this station.
 OJ0490
 OJ0490_MARKER: Q = CHISELED SQUARE
 OJ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0490_SP_SET: BUILDING
 OJ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0490
 OJ0490  HISTORY     - Date     Condition        Report By
 OJ0490  HISTORY     - 1969     MONUMENTED       USLS
 OJ0490  HISTORY     - 1976     GOOD             NOS
 OJ0490  HISTORY     - 19920830 GOOD             USPSQD
 OJ0490  HISTORY     - 19990605 GOOD             USPSQD
 OJ0490
 OJ0490                          STATION DESCRIPTION
 OJ0490
 OJ0490'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0490'IN CASEVILLE.
 OJ0490'ON THE SOUTH SIDE OF THE PIGEON RIVER, ON THE DOORSILL OF THE SOUTH
 OJ0490'ENTRANCE ON EAST SIDE OF THE RIVERSIDE BAR AT 6538 MAIN ST., 29.7 FT.
 OJ0490'SOUTHWEST OF SOUTHWEST CORNER OF BRIDGE WING SPAN, 8.6 FT. NORTH OF
 OJ0490'SOUTHEAST CORNER OF BUILDING AND 7.1 FT. WEST OF STREET FACE OF
 OJ0490'CEMENT PORCH, BEING HIGHEST POINT IN A 1 INCH SQUARE CHISELED CUT.
 OJ0490
 OJ0490                          STATION RECOVERY (1992)
 OJ0490
 OJ0490'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0490'RECOVERED IN GOOD CONDITION.
 OJ0490
 OJ0490                          STATION RECOVERY (1999)
 OJ0490
 OJ0490'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0494 ***********************************************************************
 OJ0494  DESIGNATION -  907 5027 PIGEON USLS
 OJ0494  PID         -  OJ0494
 OJ0494  STATE/COUNTY-  MI/HURON
 OJ0494  COUNTRY     -  US
 OJ0494  USGS QUAD   -  CASEVILLE (2017)
 OJ0494
 OJ0494                         *CURRENT SURVEY CONTROL
 OJ0494  ______________________________________________________________________
 OJ0494* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 42.     (W)   SCALED
 OJ0494* NAVD 88 ORTHO HEIGHT -   178.055 (meters)      584.17  (feet) ADJUSTED
 OJ0494  ______________________________________________________________________
 OJ0494  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 OJ0494  DYNAMIC HEIGHT  -        178.028 (meters)      584.08  (feet) COMP
 OJ0494  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0494
 OJ0494  VERT ORDER      -  FIRST     CLASS 0
 OJ0494
 OJ0494.The horizontal coordinates were scaled from a map and have
 OJ0494.an estimated accuracy of +/- 6 seconds.
 OJ0494
 OJ0494.The orthometric height was determined by differential leveling and
 OJ0494.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0494.in June 1991.
 OJ0494
 OJ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0494.GEOID18 height accuracy estimate available here.
 OJ0494
 OJ0494.Click photographs - Photos may exist for this station.
 OJ0494
 OJ0494.The dynamic height is computed by dividing the NAVD 88
 OJ0494.geopotential number by the normal gravity value computed on the
 OJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0494.degrees latitude (g = 980.6199 gals.).
 OJ0494
 OJ0494.The modeled gravity was interpolated from observed gravity values.
 OJ0494
 OJ0494;                    North         East    Units  Estimated Accuracy
 OJ0494;SPC MI S     -   272,170.    4,087,380.      MT  (+/- 180 meters Scaled)
 OJ0494
 OJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ171682(NAD 83)
 OJ0494
 OJ0494                          SUPERSEDED SURVEY CONTROL
 OJ0494
 OJ0494.No superseded survey control is available for this station.
 OJ0494
 OJ0494_MARKER: I = METAL ROD
 OJ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0494_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0494_ROD/PIPE-DEPTH: 3.05 meters
 OJ0494
 OJ0494  HISTORY     - Date     Condition        Report By
 OJ0494  HISTORY     - 1963     MONUMENTED       USLS
 OJ0494  HISTORY     - 1976     GOOD             NOS
 OJ0494  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0494
 OJ0494                          STATION DESCRIPTION
 OJ0494
 OJ0494'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0494'IN CASEVILLE.
 OJ0494'ON NORTH SIDE OF THE PIGEON RIVER, ON SOUTHEASTERLY SIDE OF THE
 OJ0494'SAGINAW BAY MARINA BASIN, NEAR EAST CORNER OF THE OFFICE AND
 OJ0494'MAINTENANCE BUILDING, 115.9 FT. SOUTH OF UTILITY POLE, 115.6 FEET
 OJ0494'NORTHWEST OF UTILITY POLE, IN LINE WITH NORTH FACE AND 1.0 FT. FROM
 OJ0494'EAST CORNER, 1/2 FT. BELOW GROUND SURFACE, BING HIGHEST POINT ON TOP
 OJ0494'OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 10 FT. LONG.
 OJ0494
 OJ0494                          STATION RECOVERY (1992)
 OJ0494
 OJ0494'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0489 ***********************************************************************
 OJ0489  DESIGNATION -  907 5027 POLE USLS
 OJ0489  PID         -  OJ0489
 OJ0489  STATE/COUNTY-  MI/HURON
 OJ0489  COUNTRY     -  US
 OJ0489  USGS QUAD   -  CASEVILLE (2017)
 OJ0489
 OJ0489                         *CURRENT SURVEY CONTROL
 OJ0489  ______________________________________________________________________
 OJ0489* NAD 83(1986) POSITION- 43 56 42.     (N) 083 16 36.     (W)   SCALED
 OJ0489* NAVD 88 ORTHO HEIGHT -   178.062 (meters)      584.19  (feet) ADJUSTED
 OJ0489  ______________________________________________________________________
 OJ0489  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 OJ0489  DYNAMIC HEIGHT  -        178.035 (meters)      584.10  (feet) COMP
 OJ0489  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 OJ0489
 OJ0489  VERT ORDER      -  FIRST     CLASS 0
 OJ0489
 OJ0489.The horizontal coordinates were scaled from a map and have
 OJ0489.an estimated accuracy of +/- 6 seconds.
 OJ0489
 OJ0489.The orthometric height was determined by differential leveling and
 OJ0489.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0489.in June 1991.
 OJ0489
 OJ0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0489.GEOID18 height accuracy estimate available here.
 OJ0489
 OJ0489.Click photographs - Photos may exist for this station.
 OJ0489
 OJ0489.The dynamic height is computed by dividing the NAVD 88
 OJ0489.geopotential number by the normal gravity value computed on the
 OJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0489.degrees latitude (g = 980.6199 gals.).
 OJ0489
 OJ0489.The modeled gravity was interpolated from observed gravity values.
 OJ0489
 OJ0489;                    North         East    Units  Estimated Accuracy
 OJ0489;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0489
 OJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ172682(NAD 83)
 OJ0489
 OJ0489                          SUPERSEDED SURVEY CONTROL
 OJ0489
 OJ0489.No superseded survey control is available for this station.
 OJ0489
 OJ0489_MARKER: I = METAL ROD
 OJ0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0489_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0489_ROD/PIPE-DEPTH: 2.44 meters
 OJ0489
 OJ0489  HISTORY     - Date     Condition        Report By
 OJ0489  HISTORY     - 1969     MONUMENTED       USLS
 OJ0489  HISTORY     - 1976     GOOD             NOS
 OJ0489  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0489
 OJ0489                          STATION DESCRIPTION
 OJ0489
 OJ0489'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0489'IN CASEVILLE.
 OJ0489'ON THE SOUTH SIDE OF THE PIGEON RIVER, AT THE STATE DOCKING FACILITIES
 OJ0489'70.2 FT. EAST OF NORTHEAST CORNER OF BLOCK UTILITY AND OFFICE BUILDING
 OJ0489'41.1 FT. SOUTH CENTER OF FLAGPOLE, 24.9 FT. EAST OF UTILITY POLE
 OJ0489'ANCHOR, 1.1 FT. WEST OF U.P. NO. DE 64 4064, 1 FT. BELOW GROUND
 OJ0489'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER
 OJ0489'COATED STEEL ROD, 8 FT. LONG.
 OJ0489
 OJ0489                          STATION RECOVERY (1992)
 OJ0489
 OJ0489'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0473 ***********************************************************************
 OJ0473  DESIGNATION -  907 5029 LSC 5 C 48
 OJ0473  PID         -  OJ0473
 OJ0473  STATE/COUNTY-  MI/HURON
 OJ0473  COUNTRY     -  US
 OJ0473  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0473
 OJ0473                         *CURRENT SURVEY CONTROL
 OJ0473  ______________________________________________________________________
 OJ0473* NAD 83(2011) POSITION- 43 51 11.06837(N) 083 21 32.87299(W)   ADJUSTED
 OJ0473* NAD 83(2011) ELLIP HT-   149.296 (meters)        (12/17/13)   ADJUSTED
 OJ0473* NAD 83(2011) EPOCH   -  2010.00
 OJ0473* NAVD 88 ORTHO HEIGHT -   184.095 (meters)      603.99  (feet) ADJUSTED
 OJ0473  ______________________________________________________________________
 OJ0473  GEOID HEIGHT    -        -34.795 (meters)                     GEOID18
 OJ0473  NAD 83(2011) X  -    532,769.180 (meters)                     COMP
 OJ0473  NAD 83(2011) Y  - -4,575,999.325 (meters)                     COMP
 OJ0473  NAD 83(2011) Z  -  4,396,437.293 (meters)                     COMP
 OJ0473  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 OJ0473  DYNAMIC HEIGHT  -        184.065 (meters)      603.89  (feet) COMP
 OJ0473  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 OJ0473  OBS GRAVITY     -    980,452.0   (mgal)                       GRAV_OBS
 OJ0473
 OJ0473  VERT ORDER      -  FIRST     CLASS 0
 OJ0473
 OJ0473  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0473  Standards:
 OJ0473         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0473            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0473  -------------------------------------------------------------------
 OJ0473  NETWORK    0.51   1.35           0.23   0.18   0.69     -0.03412370
 OJ0473  -------------------------------------------------------------------
 OJ0473  Click here for local accuracies and other accuracy information.
 OJ0473
 OJ0473.The horizontal coordinates were established by GPS observations
 OJ0473.and adjusted by the National Geodetic Survey in December 2013.
 OJ0473
 OJ0473.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0473.been affixed to the stable North American tectonic plate. See 
 OJ0473.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0473
 OJ0473.The horizontal coordinates are valid at the epoch date displayed above
 OJ0473.which is a decimal equivalence of Year/Month/Day.
 OJ0473
 OJ0473.The orthometric height was determined by differential leveling and
 OJ0473.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0473.in June 1991.
 OJ0473
 OJ0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0473.GEOID18 height accuracy estimate available here.
 OJ0473
 OJ0473.Click photographs - Photos may exist for this station.
 OJ0473
 OJ0473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0473
 OJ0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0473
 OJ0473.The ellipsoidal height was determined by GPS observations
 OJ0473.and is referenced to NAD 83.
 OJ0473
 OJ0473.The dynamic height is computed by dividing the NAVD 88
 OJ0473.geopotential number by the normal gravity value computed on the
 OJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0473.degrees latitude (g = 980.6199 gals.).
 OJ0473
 OJ0473.The modeled gravity was interpolated from observed gravity values.
 OJ0473
 OJ0473.The observed gravity was obtained from relative gravimeter ties
 OJ0473.to the IGSN71 gravity network.
 OJ0473
 OJ0473. The following values were computed from the NAD 83(2011) position.
 OJ0473
 OJ0473;                    North         East     Units Scale Factor Converg.
 OJ0473;SPC MI S     -   261,875.062 4,081,011.827   MT  1.00004987   +0 41 08.4
 OJ0473;SPC MI S     -   859,170.15 13,389,146.41   iFT  1.00004987   +0 41 08.4
 OJ0473;UTM  17      - 4,858,259.574   310,390.385   MT  1.00004221   -1 38 05.7
 OJ0473
 OJ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0473!SPC MI S     -   0.99997659  x   1.00004987  =   1.00002646
 OJ0473!UTM  17      -   0.99997659  x   1.00004221  =   1.00001880
 OJ0473
 OJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1039058259(NAD 83)
 OJ0473
 OJ0473                          SUPERSEDED SURVEY CONTROL
 OJ0473
 OJ0473.No superseded survey control is available for this station.
 OJ0473
 OJ0473_MARKER: DD = SURVEY DISK
 OJ0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0473_STAMPING: LSC 5C48 1976 AC
 OJ0473_MARK LOGO: USLS
 OJ0473_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0473_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0473+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2024
 OJ0473_ROD/PIPE-DEPTH: 6.10 meters
 OJ0473
 OJ0473  HISTORY     - Date     Condition        Report By
 OJ0473  HISTORY     - 1976     MONUMENTED       NOS
 OJ0473  HISTORY     - 19920830 GOOD             USPSQD
 OJ0473  HISTORY     - 19980530 GOOD             USPSQD
 OJ0473  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0473  HISTORY     - 20090818 GOOD             MIDT
 OJ0473  HISTORY     - 20200812 GOOD             MIDT
 OJ0473  HISTORY     - 20240627 POOR             MIDT
 OJ0473
 OJ0473                          STATION DESCRIPTION
 OJ0473
 OJ0473'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0473'0.9 MI NE FROM BAYPORT.
 OJ0473'0.9 MILE NORTHEAST ALONG HIGHWAY M25 MAIN STREET FROM THE INTERSECTION
 OJ0473'OF HALL STREET IN BAYPORT, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 OJ0473'OF BAYPORT ROAD, 54 FEET SOUTHEAST CENTERLINE OF HIGHWAY M25, 44 FT.
 OJ0473'WEST CENTERLINE OF BAYPORT ROAD, 24.5 FT. SOUTH OF A 36 INCH OAK, 20.7
 OJ0473'FT. EAST OF MOST NORTHERLY LEG OF LEFTYS DRIVE IN SIGN BEING HIGHEST
 OJ0473'POINT OVER CROSS AT CENTER OF BRONZE DISK  ON TOP OF A 5/8 INCH
 OJ0473'COPPER COATED STEEL ROD 20 FOOT LONG AND PROTECTED BY A 6 INCH
 OJ0473'DIAMETER ROUND PROTECTOR.
 OJ0473
 OJ0473                          STATION RECOVERY (1992)
 OJ0473
 OJ0473'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0473'RECOVERED IN GOOD CONDITION.
 OJ0473
 OJ0473                          STATION RECOVERY (1998)
 OJ0473
 OJ0473'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0473'RECOVERED IN GOOD CONDITION.
 OJ0473
 OJ0473                          STATION RECOVERY (2005)
 OJ0473
 OJ0473'RECOVERY NOTE BY ROWE INCORPORATED 2005 (JJF)
 OJ0473'FOUND AS DESCRIBED, BUT SCALED COORDINATES ARE INCORRECT.  COORDINATES
 OJ0473'SHOULD BE 43 51 11 (N) AND 083 21 33 (W).
 OJ0473
 OJ0473                          STATION RECOVERY (2009)
 OJ0473
 OJ0473'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0473'RECOVERED AS DESCRIBED.
 OJ0473
 OJ0473                          STATION RECOVERY (2020)
 OJ0473
 OJ0473'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 OJ0473'RECOVERED IN GOOD CONDITION.
 OJ0473
 OJ0473                          STATION RECOVERY (2024)
 OJ0473
 OJ0473'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 OJ0473'FOUND UNDER 2 IN OF DIRT AND REBAR UNDER MARKER IS MOVEABLE IF FORCE
 OJ0473'IS APPLIED.  OVERALL CONDITION IS MODERATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0475 ***********************************************************************
 OJ0475  DESIGNATION -  907 5029 RUINS
 OJ0475  PID         -  OJ0475
 OJ0475  STATE/COUNTY-  MI/HURON
 OJ0475  COUNTRY     -  US
 OJ0475  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0475
 OJ0475                         *CURRENT SURVEY CONTROL
 OJ0475  ______________________________________________________________________
 OJ0475* NAD 83(1986) POSITION- 43 51 48.     (N) 083 21 12.     (W)   SCALED
 OJ0475* NAVD 88 ORTHO HEIGHT -   178.809 (meters)      586.64  (feet) ADJUSTED
 OJ0475  ______________________________________________________________________
 OJ0475  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 OJ0475  DYNAMIC HEIGHT  -        178.781 (meters)      586.55  (feet) COMP
 OJ0475  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 OJ0475
 OJ0475  VERT ORDER      -  FIRST     CLASS 0
 OJ0475
 OJ0475.The horizontal coordinates were scaled from a map and have
 OJ0475.an estimated accuracy of +/- 6 seconds.
 OJ0475
 OJ0475.The orthometric height was determined by differential leveling and
 OJ0475.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0475.in June 1991.
 OJ0475
 OJ0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0475.GEOID18 height accuracy estimate available here.
 OJ0475
 OJ0475.Click photographs - Photos may exist for this station.
 OJ0475
 OJ0475.The dynamic height is computed by dividing the NAVD 88
 OJ0475.geopotential number by the normal gravity value computed on the
 OJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0475.degrees latitude (g = 980.6199 gals.).
 OJ0475
 OJ0475.The modeled gravity was interpolated from observed gravity values.
 OJ0475
 OJ0475;                    North         East    Units  Estimated Accuracy
 OJ0475;SPC MI S     -   263,020.    4,081,460.      MT  (+/- 180 meters Scaled)
 OJ0475
 OJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ108593(NAD 83)
 OJ0475
 OJ0475                          SUPERSEDED SURVEY CONTROL
 OJ0475
 OJ0475.No superseded survey control is available for this station.
 OJ0475
 OJ0475_MARKER: B = BOLT
 OJ0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0475_SP_SET: CONCRETE RUINS
 OJ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0475+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 OJ0475
 OJ0475  HISTORY     - Date     Condition        Report By
 OJ0475  HISTORY     - 1962     MONUMENTED       NONE
 OJ0475  HISTORY     - 1976     GOOD             NOS
 OJ0475  HISTORY     - 19920830 GOOD             USPSQD
 OJ0475  HISTORY     - 19980530 GOOD             USPSQD
 OJ0475  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0475
 OJ0475                          STATION DESCRIPTION
 OJ0475
 OJ0475'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0475'1.0 MI NE FROM BAYPORT.
 OJ0475'1.0 MILE NORTHEAST ALONG HIGHWAY 25 MAIN STREET FROM THE INTERSECTION
 OJ0475'OF HALL STREET IN BAYPORT, AT THE BAY SHORE MARINA, ON THE WEST SIDE
 OJ0475'OF THE SLIP, 266 FEET NOOTH OF A TUNNEL ENTRANCE, 75.5 FT. WEST OF
 OJ0475'STEEL PILE DOCKLINE, 2 3/4 FT. ABOVE THE GROUND, 0.9 FT. EAST OF WEST
 OJ0475'EDGE AND 0.7 FT. NORTH OF SOUTH EDGE OF CONCRETE RUINS, BEING HIGHEST
 OJ0475'POINT OVER CROSS CUT IN TOP OF 3/4 INCH DIAMETER STEEL BOLT PROTRUDING
 OJ0475'FROM THE TOP OF THE CONCRETE RUINS.
 OJ0475
 OJ0475                          STATION RECOVERY (1992)
 OJ0475
 OJ0475'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0475'RECOVERED IN GOOD CONDITION.
 OJ0475
 OJ0475                          STATION RECOVERY (1998)
 OJ0475
 OJ0475'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0475'RECOVERED IN GOOD CONDITION.
 OJ0475
 OJ0475                          STATION RECOVERY (2005)
 OJ0475
 OJ0475'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 OJ0475'FOUND AS DESCRIBED, BUT SCALED COORDINATES ARE INCORRECT.  COORDINATES
 OJ0475'SHOULD BE 43 51 31 (N) AND 083 21 21 (W).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0474 ***********************************************************************
 OJ0474  DESIGNATION -  907 5029 STEELE
 OJ0474  PID         -  OJ0474
 OJ0474  STATE/COUNTY-  MI/HURON
 OJ0474  COUNTRY     -  US
 OJ0474  USGS QUAD   -  BAY PORT EAST (2017)
 OJ0474
 OJ0474                         *CURRENT SURVEY CONTROL
 OJ0474  ______________________________________________________________________
 OJ0474* NAD 83(1986) POSITION- 43 51 48.     (N) 083 21 12.     (W)   SCALED
 OJ0474* NAVD 88 ORTHO HEIGHT -   178.472 (meters)      585.54  (feet) ADJUSTED
 OJ0474  ______________________________________________________________________
 OJ0474  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 OJ0474  DYNAMIC HEIGHT  -        178.444 (meters)      585.45  (feet) COMP
 OJ0474  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 OJ0474
 OJ0474  VERT ORDER      -  FIRST     CLASS 0
 OJ0474
 OJ0474.The horizontal coordinates were scaled from a map and have
 OJ0474.an estimated accuracy of +/- 6 seconds.
 OJ0474
 OJ0474.The orthometric height was determined by differential leveling and
 OJ0474.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0474.in June 1991.
 OJ0474
 OJ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0474.GEOID18 height accuracy estimate available here.
 OJ0474
 OJ0474.Click photographs - Photos may exist for this station.
 OJ0474
 OJ0474.The dynamic height is computed by dividing the NAVD 88
 OJ0474.geopotential number by the normal gravity value computed on the
 OJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0474.degrees latitude (g = 980.6199 gals.).
 OJ0474
 OJ0474.The modeled gravity was interpolated from observed gravity values.
 OJ0474
 OJ0474;                    North         East    Units  Estimated Accuracy
 OJ0474;SPC MI S     -   263,020.    4,081,460.      MT  (+/- 180 meters Scaled)
 OJ0474
 OJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ108593(NAD 83)
 OJ0474
 OJ0474                          SUPERSEDED SURVEY CONTROL
 OJ0474
 OJ0474.No superseded survey control is available for this station.
 OJ0474
 OJ0474_MARKER: Z = SEE DESCRIPTION
 OJ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0474_SP_SET: STEEL PILING
 OJ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0474+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 OJ0474
 OJ0474  HISTORY     - Date     Condition        Report By
 OJ0474  HISTORY     - 1962     MONUMENTED       NONE
 OJ0474  HISTORY     - 1976     GOOD             NOS
 OJ0474  HISTORY     - 19920830 GOOD             USPSQD
 OJ0474  HISTORY     - 19980530 GOOD             USPSQD
 OJ0474  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0474
 OJ0474                          STATION DESCRIPTION
 OJ0474
 OJ0474'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0474'1.0 MI NE FROM BAYPORT.
 OJ0474'1.0 MILE NORTHEAST ALONG HIGHWAY 25 MAIN STREET FROM THE INTERSECTION
 OJ0474'OF HALL STREET IN BAYPORT, AT THE BAY SHORE MARINA, ON THE WEST SIDE
 OJ0474'OF THE SLIP, 266 FEET NORTH OF THE ENTRANCE TO TUNNEL, 66 FEET NORTH
 OJ0474'OF SOUTH END AND 63.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE STEEL
 OJ0474'PILE DOCK LINE, ON LINE WITH NORTH FACE AND 5.2 FEET EAST OF THE
 OJ0474'NORTHEAST CORNER OF CONVEYOR FOUNDATION RUINS, ON TOP OF THE STEEL
 OJ0474'PILING, BEING HIGHEST POINT IN A RECTANGLE FORMED BY TWO CUT LINES AND
 OJ0474'THE EDGES OF THE STEEL PILING.
 OJ0474
 OJ0474                          STATION RECOVERY (1992)
 OJ0474
 OJ0474'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0474'RECOVERED IN GOOD CONDITION.
 OJ0474
 OJ0474                          STATION RECOVERY (1998)
 OJ0474
 OJ0474'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0474'RECOVERED IN GOOD CONDITION.
 OJ0474
 OJ0474                          STATION RECOVERY (2005)
 OJ0474
 OJ0474'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 OJ0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0459 ***********************************************************************
 OJ0459  DESIGNATION -  907 5031 BRIDGE
 OJ0459  PID         -  OJ0459
 OJ0459  STATE/COUNTY-  MI/HURON
 OJ0459  COUNTRY     -  US
 OJ0459  USGS QUAD   -  SEBEWAING (2017)
 OJ0459
 OJ0459                         *CURRENT SURVEY CONTROL
 OJ0459  ______________________________________________________________________
 OJ0459* NAD 83(1986) POSITION- 43 44 00.     (N) 083 27 30.     (W)   SCALED
 OJ0459* NAVD 88 ORTHO HEIGHT -   179.943 (meters)      590.36  (feet) ADJUSTED
 OJ0459  ______________________________________________________________________
 OJ0459  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 OJ0459  DYNAMIC HEIGHT  -        179.912 (meters)      590.26  (feet) COMP
 OJ0459  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 OJ0459
 OJ0459  VERT ORDER      -  FIRST     CLASS 0
 OJ0459
 OJ0459.The horizontal coordinates were scaled from a map and have
 OJ0459.an estimated accuracy of +/- 6 seconds.
 OJ0459
 OJ0459.The orthometric height was determined by differential leveling and
 OJ0459.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0459.in June 1991.
 OJ0459
 OJ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0459.GEOID18 height accuracy estimate available here.
 OJ0459
 OJ0459.Click photographs - Photos may exist for this station.
 OJ0459
 OJ0459.The dynamic height is computed by dividing the NAVD 88
 OJ0459.geopotential number by the normal gravity value computed on the
 OJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0459.degrees latitude (g = 980.6199 gals.).
 OJ0459
 OJ0459.The modeled gravity was interpolated from observed gravity values.
 OJ0459
 OJ0459;                    North         East    Units  Estimated Accuracy
 OJ0459;SPC MI S     -   248,480.    4,073,180.      MT  (+/- 180 meters Scaled)
 OJ0459
 OJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ020451(NAD 83)
 OJ0459
 OJ0459                          SUPERSEDED SURVEY CONTROL
 OJ0459
 OJ0459.No superseded survey control is available for this station.
 OJ0459
 OJ0459_MARKER: Q = CHISELED SQUARE
 OJ0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0459_SP_SET: ABUTMENT
 OJ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0459+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 OJ0459
 OJ0459  HISTORY     - Date     Condition        Report By
 OJ0459  HISTORY     - 1963     MONUMENTED       NONE
 OJ0459  HISTORY     - 1976     GOOD             NOS
 OJ0459  HISTORY     - 19920829 GOOD             USPSQD
 OJ0459  HISTORY     - 19980530 POOR             USPSQD
 OJ0459  HISTORY     - 20050620 GOOD             INDIV
 OJ0459
 OJ0459                          STATION DESCRIPTION
 OJ0459
 OJ0459'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0459'IN SEBEWAING.
 OJ0459'ON THE NORTH SIDE OF THE SEBEWAING RIVER, ON TOP OF THE NORTHWEST
 OJ0459'CONCRETE ABUTMENT OF THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE
 OJ0459'RIVER, 3 FEET WEST OF WESTERLY RAIL OF TRACKS, 0.5 FOOT NORTH OF
 OJ0459'SOUTH FACE AND 0.4 FOOT WEST OF THE EAST FACE OF ABUTMENT, BEING
 OJ0459'HIGHEST POINT IN A 1 INCH SQUARE CUT INTO THE CONCRETE.
 OJ0459
 OJ0459                          STATION RECOVERY (1992)
 OJ0459
 OJ0459'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0459'RECOVERED IN GOOD CONDITION.
 OJ0459
 OJ0459                          STATION RECOVERY (1998)
 OJ0459
 OJ0459'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0459'MARK RECOVERED IN POOR CONDITION.
 OJ0459
 OJ0459                          STATION RECOVERY (2005)
 OJ0459
 OJ0459'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWM)
 OJ0459'MONUMENT RECOVERED AS DESCRIBED  BY SPICER GROUP, INC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0462 ***********************************************************************
 OJ0462  DESIGNATION -  907 5031 DUTCHER
 OJ0462  PID         -  OJ0462
 OJ0462  STATE/COUNTY-  MI/HURON
 OJ0462  COUNTRY     -  US
 OJ0462  USGS QUAD   -  SEBEWAING (2017)
 OJ0462
 OJ0462                         *CURRENT SURVEY CONTROL
 OJ0462  ______________________________________________________________________
 OJ0462* NAD 83(1986) POSITION- 43 44 00.     (N) 083 27 37.     (W)   SCALED
 OJ0462* NAVD 88 ORTHO HEIGHT -   177.711 (meters)      583.04  (feet) ADJUSTED
 OJ0462  ______________________________________________________________________
 OJ0462  GEOID HEIGHT    -        -34.632 (meters)                     GEOID18
 OJ0462  DYNAMIC HEIGHT  -        177.680 (meters)      582.94  (feet) COMP
 OJ0462  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 OJ0462
 OJ0462  VERT ORDER      -  FIRST     CLASS 0
 OJ0462
 OJ0462.The horizontal coordinates were scaled from a map and have
 OJ0462.an estimated accuracy of +/- 6 seconds.
 OJ0462
 OJ0462.The orthometric height was determined by differential leveling and
 OJ0462.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0462.in June 1991.
 OJ0462
 OJ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0462.GEOID18 height accuracy estimate available here.
 OJ0462
 OJ0462.Click photographs - Photos may exist for this station.
 OJ0462
 OJ0462.The dynamic height is computed by dividing the NAVD 88
 OJ0462.geopotential number by the normal gravity value computed on the
 OJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0462.degrees latitude (g = 980.6199 gals.).
 OJ0462
 OJ0462.The modeled gravity was interpolated from observed gravity values.
 OJ0462
 OJ0462;                    North         East    Units  Estimated Accuracy
 OJ0462;SPC MI S     -   248,480.    4,073,020.      MT  (+/- 180 meters Scaled)
 OJ0462
 OJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ018451(NAD 83)
 OJ0462
 OJ0462                          SUPERSEDED SURVEY CONTROL
 OJ0462
 OJ0462.No superseded survey control is available for this station.
 OJ0462
 OJ0462_MARKER: I = METAL ROD
 OJ0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0462_SP_SET: BUILDING
 OJ0462_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0462_ROD/PIPE-DEPTH: 3.96 meters
 OJ0462
 OJ0462  HISTORY     - Date     Condition        Report By
 OJ0462  HISTORY     - 1963     MONUMENTED       NONE
 OJ0462  HISTORY     - 1976     GOOD             NOS
 OJ0462  HISTORY     - 19920829 GOOD             USPSQD
 OJ0462  HISTORY     - 19980530 GOOD             USPSQD
 OJ0462
 OJ0462                          STATION DESCRIPTION
 OJ0462
 OJ0462'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0462'IN SEBEWAING.
 OJ0462'ON THE NORTH SIDE OF THE SEBEWAING RIVER, ABOUT 700 FT. DOWNRIVER
 OJ0462'FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE, 35 FEET NORTH OF THE
 OJ0462'RIVER BANK, 1.0 FT. NOOTHEAST OF AND IN LINE WITH SOUTHEAST FACE OF
 OJ0462'EAST CORNER OF THE GRAY NET STORAGE BUILDING ON THE DUTCHER FISHERIES
 OJ0462'PROPERTY, ONE HALF FT. BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0462'ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 13 FT. LONG.
 OJ0462
 OJ0462                          STATION RECOVERY (1992)
 OJ0462
 OJ0462'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0462'RECOVERED IN GOOD CONDITION.
 OJ0462
 OJ0462                          STATION RECOVERY (1998)
 OJ0462
 OJ0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0461 ***********************************************************************
 OJ0461  DESIGNATION -  907 5031 FISH
 OJ0461  PID         -  OJ0461
 OJ0461  STATE/COUNTY-  MI/HURON
 OJ0461  COUNTRY     -  US
 OJ0461  USGS QUAD   -  SEBEWAING (2017)
 OJ0461
 OJ0461                         *CURRENT SURVEY CONTROL
 OJ0461  ______________________________________________________________________
 OJ0461* NAD 83(1986) POSITION- 43 44 00.     (N) 083 27 34.     (W)   SCALED
 OJ0461* NAVD 88 ORTHO HEIGHT -   178.146 (meters)      584.47  (feet) ADJUSTED
 OJ0461  ______________________________________________________________________
 OJ0461  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 OJ0461  DYNAMIC HEIGHT  -        178.115 (meters)      584.37  (feet) COMP
 OJ0461  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 OJ0461
 OJ0461  VERT ORDER      -  FIRST     CLASS 0
 OJ0461
 OJ0461.The horizontal coordinates were scaled from a map and have
 OJ0461.an estimated accuracy of +/- 6 seconds.
 OJ0461
 OJ0461.The orthometric height was determined by differential leveling and
 OJ0461.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0461.in June 1991.
 OJ0461
 OJ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0461.GEOID18 height accuracy estimate available here.
 OJ0461
 OJ0461.Click photographs - Photos may exist for this station.
 OJ0461
 OJ0461.The dynamic height is computed by dividing the NAVD 88
 OJ0461.geopotential number by the normal gravity value computed on the
 OJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0461.degrees latitude (g = 980.6199 gals.).
 OJ0461
 OJ0461.The modeled gravity was interpolated from observed gravity values.
 OJ0461
 OJ0461;                    North         East    Units  Estimated Accuracy
 OJ0461;SPC MI S     -   248,480.    4,073,090.      MT  (+/- 180 meters Scaled)
 OJ0461
 OJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ019451(NAD 83)
 OJ0461
 OJ0461                          SUPERSEDED SURVEY CONTROL
 OJ0461
 OJ0461.No superseded survey control is available for this station.
 OJ0461
 OJ0461_MARKER: I = METAL ROD
 OJ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0461_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0461_ROD/PIPE-DEPTH: 0.30 meters
 OJ0461
 OJ0461  HISTORY     - Date     Condition        Report By
 OJ0461  HISTORY     - 1963     MONUMENTED       NONE
 OJ0461  HISTORY     - 1976     GOOD             NOS
 OJ0461  HISTORY     - 19920829 GOOD             USPSQD
 OJ0461  HISTORY     - 19980530 GOOD             USPSQD
 OJ0461
 OJ0461                          STATION DESCRIPTION
 OJ0461
 OJ0461'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0461'IN SEBEWAING.
 OJ0461'ON NORTH SIDE OF THE SEBEWAING RIVER, ABOUT 200 FT. DOWNRIVER FROM
 OJ0461'THE CHESAPEAKE AND OHIO RAILROAD BRIDGE, AT AN ABANDONED FISHERY,
 OJ0461'ABOUT 125 FT. NORTHERLY OF THE RIVER BANK, 54.7 FEET SOUTHERLY OF A
 OJ0461'26 INCH POPLAR, 20.5 FT. EASTERLY OF A UTILITY POLE, 19.5 FT. NORTH
 OJ0461'OF AN 18 INCH ASH, 13.2 FT. WESTERLY OF A 12 INCH ASH, .25 FT. BELOW
 OJ0461'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH
 OJ0461'DIAMETER COPPER COATED STEEL ROD, 10 FEET LONG.
 OJ0461
 OJ0461                          STATION RECOVERY (1992)
 OJ0461
 OJ0461'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0461'RECOVERED IN GOOD CONDITION.
 OJ0461
 OJ0461                          STATION RECOVERY (1998)
 OJ0461
 OJ0461'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3972 ***********************************************************************
 DS3972  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3972  DESIGNATION -  907 5031 G
 DS3972  PID         -  DS3972
 DS3972  STATE/COUNTY-  MI/HURON
 DS3972  COUNTRY     -  US
 DS3972  USGS QUAD   -  SEBEWAING (2017)
 DS3972
 DS3972                         *CURRENT SURVEY CONTROL
 DS3972  ______________________________________________________________________
 DS3972* NAD 83(2011) POSITION- 43 44 05.86875(N) 083 27 31.68878(W)   ADJUSTED
 DS3972* NAD 83(2011) ELLIP HT-   143.717 (meters)        (12/02/25)   ADJUSTED
 DS3972* NAD 83(2011) EPOCH   -  2010.00
 DS3972* NAVD 88 ORTHO HEIGHT -   178.36  (meters)      585.2   (feet) GPS OBS
 DS3972  ______________________________________________________________________
 DS3972  GEOID HEIGHT    -        -34.633 (meters)                     GEOID18
 DS3972  NAD 83(2011) X  -    525,842.198 (meters)                     COMP
 DS3972  NAD 83(2011) Y  - -4,585,938.360 (meters)                     COMP
 DS3972  NAD 83(2011) Z  -  4,386,960.533 (meters)                     COMP
 DS3972  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 DS3972
 DS3972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3972  Standards:
 DS3972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3972  -------------------------------------------------------------------
 DS3972  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.02747627
 DS3972  -------------------------------------------------------------------
 DS3972  Click here for local accuracies and other accuracy information.
 DS3972
 DS3972.The horizontal coordinates were established by GPS observations
 DS3972.and adjusted by the National Geodetic Survey in December 2025.
 DS3972
 DS3972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3972.been affixed to the stable North American tectonic plate. See 
 DS3972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3972
 DS3972.The horizontal coordinates are valid at the epoch date displayed above
 DS3972.which is a decimal equivalence of Year/Month/Day.
 DS3972
 DS3972.The orthometric height was determined by GPS observations and a
 DS3972.high-resolution geoid model using precise GPS observation and
 DS3972.processing techniques.
 DS3972
 DS3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3972.GEOID18 height accuracy estimate available here.
 DS3972
 DS3972.Click photographs - Photos may exist for this station.
 DS3972
 DS3972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3972
 DS3972.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3972
 DS3972.The ellipsoidal height was determined by GPS observations
 DS3972.and is referenced to NAD 83.
 DS3972
 DS3972. The following values were computed from the NAD 83(2011) position.
 DS3972
 DS3972;                    North         East     Units Scale Factor Converg.
 DS3972;SPC MI S     -   248,661.126 4,073,139.520   MT  1.00001703   +0 37 04.2
 DS3972;SPC MI S     -   815,817.34 13,363,318.64   iFT  1.00001703   +0 37 04.2
 DS3972;UTM  17      - 4,845,374.685   301,989.510   MT  1.00008228   -1 42 01.4
 DS3972
 DS3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3972!SPC MI S     -   0.99997746  x   1.00001703  =   0.99999449
 DS3972!UTM  17      -   0.99997746  x   1.00008228  =   1.00005974
 DS3972
 DS3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0198945374(NAD 83)
 DS3972
 DS3972                          SUPERSEDED SURVEY CONTROL
 DS3972
 DS3972.No superseded survey control is available for this station.
 DS3972
 DS3972_MARKER: F = FLANGE-ENCASED ROD
 DS3972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3972_STAMPING: 5031 G 2017
 DS3972_MARK LOGO: NGS
 DS3972_PROJECTION: RECESSED 7 CENTIMETERS
 DS3972_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3972+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DS3972_ROD/PIPE-DEPTH: 9.4 meters
 DS3972_SLEEVE-DEPTH  : 0.9 meters
 DS3972
 DS3972  HISTORY     - Date     Condition        Report By
 DS3972  HISTORY     - 2017     MONUMENTED       NGS
 DS3972  HISTORY     - 20220818 GOOD             NGS
 DS3972
 DS3972                          STATION DESCRIPTION
 DS3972
 DS3972'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3972'THE MARK IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH-SOUTHWEST OF BAY
 DS3972'PORT, 14.3 KM (8.9 MI) NORTH-NORTHWEST OF COLLING AND IN THE TOWN OF
 DS3972'SEBEWAING, MI.  OWNERSHIP-PUBLIC MARINA.
 DS3972'
 DS3972'TO REACH THE STATION FROM THE POST OFFICE IN SEBEWAING ST TO THE
 DS3972'ENTRANCE TO THE SEBEWAING HARBOR ON THE RIGHT.  TURN RIGHT AND PROCEED
 DS3972'WEST AND THEN NORTH TO THE NORTHWEST CORNER OF THE MARINA AND STATION
 DS3972'NEAR THE SEAWALL.
 DS3972'
 DS3972'THE BENCH MARK IS A FLANGE ENCASED ROD SET IN THE GRASS AT THE NORTH
 DS3972'CORNER OF THE SEBEWAING MARINA, 34.37 M (112.8 FT) NORTHEAST OF A FIRE
 DS3972'HYDRANT, 17.57 M (57.6 FT) NORTH-NORTHWEST OF MARINA INSIDE CORNER,
 DS3972'7.49 M (24.6 FT) EAST OF CHAIN LINK FENCE AND 6.24 M (20.5 FT)
 DS3972'SOUTHWEST OF OUTER EDGE OF SIDEWALK ON TOP OF SHEET PILE WALL.  THE
 DS3972'DATUM POINT IS SET 7 CM (3 INCHES) BELOW GROUND, BEING THE TOP OF A
 DS3972'STAINLESS STEEL ROD DRIVEN 9.4 M (30.8 FT) TO REFUSAL, IN A SLEEVE
 DS3972'EXTENDING TO A DEPTH OF 3 FT (0.9 M) AND ENCASED IN A NATIONAL
 DS3972'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0460 ***********************************************************************
 OJ0460  DESIGNATION -  907 5031 SEB 6 A
 OJ0460  PID         -  OJ0460
 OJ0460  STATE/COUNTY-  MI/HURON
 OJ0460  COUNTRY     -  US
 OJ0460  USGS QUAD   -  SEBEWAING (2017)
 OJ0460
 OJ0460                         *CURRENT SURVEY CONTROL
 OJ0460  ______________________________________________________________________
 OJ0460* NAD 83(1986) POSITION- 43 44 00.     (N) 083 27 32.     (W)   SCALED
 OJ0460* NAVD 88 ORTHO HEIGHT -   178.822 (meters)      586.69  (feet) ADJUSTED
 OJ0460  ______________________________________________________________________
 OJ0460  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 OJ0460  DYNAMIC HEIGHT  -        178.791 (meters)      586.58  (feet) COMP
 OJ0460  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 OJ0460
 OJ0460  VERT ORDER      -  FIRST     CLASS 0
 OJ0460
 OJ0460.The horizontal coordinates were scaled from a map and have
 OJ0460.an estimated accuracy of +/- 6 seconds.
 OJ0460
 OJ0460.The orthometric height was determined by differential leveling and
 OJ0460.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0460.in June 1991.
 OJ0460
 OJ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0460.GEOID18 height accuracy estimate available here.
 OJ0460
 OJ0460.Click photographs - Photos may exist for this station.
 OJ0460
 OJ0460.The dynamic height is computed by dividing the NAVD 88
 OJ0460.geopotential number by the normal gravity value computed on the
 OJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0460.degrees latitude (g = 980.6199 gals.).
 OJ0460
 OJ0460.The modeled gravity was interpolated from observed gravity values.
 OJ0460
 OJ0460;                    North         East    Units  Estimated Accuracy
 OJ0460;SPC MI S     -   248,480.    4,073,140.      MT  (+/- 180 meters Scaled)
 OJ0460
 OJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ019451(NAD 83)
 OJ0460
 OJ0460                          SUPERSEDED SURVEY CONTROL
 OJ0460
 OJ0460.No superseded survey control is available for this station.
 OJ0460
 OJ0460_MARKER: DD = SURVEY DISK
 OJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0460_STAMPING: SEB 6A
 OJ0460_PROJECTION: FLUSH
 OJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0460+STABILITY: SURFACE MOTION
 OJ0460
 OJ0460  HISTORY     - Date     Condition        Report By
 OJ0460  HISTORY     - 1974     MONUMENTED       NONE
 OJ0460  HISTORY     - 1976     GOOD             NOS
 OJ0460  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0460  HISTORY     - 19980530 GOOD             USPSQD
 OJ0460
 OJ0460                          STATION DESCRIPTION
 OJ0460
 OJ0460'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0460'IN SEBEWAING.
 OJ0460'NORTHWEST OF THE CHESAPEAKE RAILROAD BRIDGE OVER THE SEBEWAING RIVER,
 OJ0460'103.5 FEET WEST OF WEST RAIL OF TRACKS 18.6 FEET SOUTHWEST OF SOUTH
 OJ0460'EAST CORNER OF A 1 STORY FRAME BUILDING, 15.4 FT. SOUTHEAST OF A
 OJ0460'24 INCH TRUNKED BOX ELDER, 10.5 FT. SOUTHEAST OF THE SOUTHWEST CORNER
 OJ0460'OF BUILDING, BEING HIGHEAST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0460'SET INTO THE CONCRETE, FLUSH WITH THE GROUND SURFACE.
 OJ0460
 OJ0460                          STATION RECOVERY (1992)
 OJ0460
 OJ0460'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0460'MARK NOT FOUND.
 OJ0460
 OJ0460                          STATION RECOVERY (1998)
 OJ0460
 OJ0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0521 ***********************************************************************
 OJ0521  DESIGNATION -  907 5035 COAL
 OJ0521  PID         -  OJ0521
 OJ0521  STATE/COUNTY-  MI/BAY
 OJ0521  COUNTRY     -  US
 OJ0521  USGS QUAD   -  BAY CITY NE (2017)
 OJ0521
 OJ0521                         *CURRENT SURVEY CONTROL
 OJ0521  ______________________________________________________________________
 OJ0521* NAD 83(1986) POSITION- 43 38 35.     (N) 083 50 48.     (W)   SCALED
 OJ0521* NAVD 88 ORTHO HEIGHT -   178.216 (meters)      584.70  (feet) ADJUSTED
 OJ0521  ______________________________________________________________________
 OJ0521  GEOID HEIGHT    -        -34.629 (meters)                     GEOID18
 OJ0521  DYNAMIC HEIGHT  -        178.181 (meters)      584.58  (feet) COMP
 OJ0521  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 OJ0521
 OJ0521  VERT ORDER      -  FIRST     CLASS 0
 OJ0521
 OJ0521.The horizontal coordinates were scaled from a map and have
 OJ0521.an estimated accuracy of +/- 6 seconds.
 OJ0521
 OJ0521.The orthometric height was determined by differential leveling and
 OJ0521.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0521.in June 1991.
 OJ0521
 OJ0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0521.GEOID18 height accuracy estimate available here.
 OJ0521
 OJ0521.Click photographs - Photos may exist for this station.
 OJ0521
 OJ0521.The dynamic height is computed by dividing the NAVD 88
 OJ0521.geopotential number by the normal gravity value computed on the
 OJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0521.degrees latitude (g = 980.6199 gals.).
 OJ0521
 OJ0521.The modeled gravity was interpolated from observed gravity values.
 OJ0521
 OJ0521;                    North         East    Units  Estimated Accuracy
 OJ0521;SPC MI S     -   238,190.    4,041,960.      MT  (+/- 180 meters Scaled)
 OJ0521
 OJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704361(NAD 83)
 OJ0521
 OJ0521                          SUPERSEDED SURVEY CONTROL
 OJ0521
 OJ0521.No superseded survey control is available for this station.
 OJ0521
 OJ0521_MARKER: Q = CHISELED SQUARE
 OJ0521_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0521_SP_SET: STEP
 OJ0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0521
 OJ0521  HISTORY     - Date     Condition        Report By
 OJ0521  HISTORY     - 1953     MONUMENTED       USLS
 OJ0521  HISTORY     - 1976     GOOD             NOS
 OJ0521
 OJ0521                          STATION DESCRIPTION
 OJ0521
 OJ0521'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0521'IN ESSEXVILLE.
 OJ0521'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0521'POWER PLANT, NEAR POINT WHERE COAL CONVEYOR EMERGES FROM THE GROUND,
 OJ0521'AT CONTROL TOWER AT DOWNRIVER END OF THE CONVEYOR ON UPSTREAM CORNER
 OJ0521'OF FIRST STEP OF THREE LEADING TO THE CONTROL TOWER, BEING HIGHEST
 OJ0521'POINT IN SQUARE CUT IN THE STEP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0527 ***********************************************************************
 OJ0527  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0527  DESIGNATION -  907 5035 CORNER USLS
 OJ0527  PID         -  OJ0527
 OJ0527  STATE/COUNTY-  MI/BAY
 OJ0527  COUNTRY     -  US
 OJ0527  USGS QUAD   -  BAY CITY NE (2017)
 OJ0527
 OJ0527                         *CURRENT SURVEY CONTROL
 OJ0527  ______________________________________________________________________
 OJ0527* NAD 83(1986) POSITION- 43 38 18.     (N) 083 50 24.     (W)   SCALED
 OJ0527* NAVD 88 ORTHO HEIGHT -   178.330 (meters)      585.07  (feet) ADJUSTED
 OJ0527  ______________________________________________________________________
 OJ0527  GEOID HEIGHT    -        -34.625 (meters)                     GEOID18
 OJ0527  DYNAMIC HEIGHT  -        178.295 (meters)      584.96  (feet) COMP
 OJ0527  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 OJ0527
 OJ0527  VERT ORDER      -  FIRST     CLASS 0
 OJ0527
 OJ0527.The horizontal coordinates were scaled from a map and have
 OJ0527.an estimated accuracy of +/- 6 seconds.
 OJ0527
 OJ0527.The orthometric height was determined by differential leveling and
 OJ0527.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0527.in June 1991.
 OJ0527
 OJ0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0527.GEOID18 height accuracy estimate available here.
 OJ0527
 OJ0527.This Water Level Mark is designated as VM 13054
 OJ0527.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0527
 OJ0527.Click photographs - Photos may exist for this station.
 OJ0527
 OJ0527.The dynamic height is computed by dividing the NAVD 88
 OJ0527.geopotential number by the normal gravity value computed on the
 OJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0527.degrees latitude (g = 980.6199 gals.).
 OJ0527
 OJ0527.The modeled gravity was interpolated from observed gravity values.
 OJ0527
 OJ0527;                    North         East    Units  Estimated Accuracy
 OJ0527;SPC MI S     -   237,660.    4,042,500.      MT  (+/- 180 meters Scaled)
 OJ0527
 OJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ709356(NAD 83)
 OJ0527
 OJ0527                          SUPERSEDED SURVEY CONTROL
 OJ0527
 OJ0527.No superseded survey control is available for this station.
 OJ0527
 OJ0527_MARKER: I = METAL ROD
 OJ0527_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OJ0527_SP_SET: STEEL ROD
 OJ0527_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0527+STABILITY: SURFACE MOTION
 OJ0527_ROD/PIPE-DEPTH: 3.66 meters
 OJ0527
 OJ0527  HISTORY     - Date     Condition        Report By
 OJ0527  HISTORY     - 1954     MONUMENTED       USLS
 OJ0527  HISTORY     - 1976     GOOD             NOS
 OJ0527
 OJ0527                          STATION DESCRIPTION
 OJ0527
 OJ0527'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0527'1.7 MI NORTH FROM ESSEXVILLE.
 OJ0527'1.7 MILES NORTH ALONG PINE STREET FROM THE INTERSECTION OF WOODSIDE
 OJ0527'AND PINE STREETS IN ESSEXVILLE, 28 FT. SOUTH CENTERLINE OF THE STREET
 OJ0527'WESTERLY OF WEST CURVE IN ROAD, 2.0 FT. NORTH AND IN LINE WTIH NORTH
 OJ0527'SOUTH SECTION OF FENCE, 1/4 FOOT BELOW THE GROUND SURFACE, BEING
 OJ0527'HIGHEST POINT ON TOP OF A 1 INCH DIAMETER STEEL ROD, 12 FEET LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI5449 ***********************************************************************
 DI5449  DESIGNATION -  907 5035 DISC
 DI5449  PID         -  DI5449
 DI5449  STATE/COUNTY-  MI/BAY
 DI5449  COUNTRY     -  US
 DI5449  USGS QUAD   -  BAY CITY NE (2017)
 DI5449
 DI5449                         *CURRENT SURVEY CONTROL
 DI5449  ______________________________________________________________________
 DI5449* NAD 83(1986) POSITION- 43 38 27.69   (N) 083 50 46.88   (W)   HD_HELD1
 DI5449* NAVD 88 ORTHO HEIGHT -   178.428 (meters)      585.39  (feet) ADJUSTED
 DI5449  ______________________________________________________________________
 DI5449  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 DI5449  DYNAMIC HEIGHT  -        178.394 (meters)      585.28  (feet) COMP
 DI5449  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DI5449
 DI5449  VERT ORDER      -  SECOND    CLASS I
 DI5449
 DI5449.The horizontal coordinates were determined by differentially corrected
 DI5449.hand held GPS observations or other comparable positioning techniques
 DI5449.and have an estimated accuracy of +/- 3 meters.
 DI5449
 DI5449.The orthometric height was determined by differential leveling and
 DI5449.adjusted by the NATIONAL GEODETIC SURVEY
 DI5449.in August 2024.
 DI5449
 DI5449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI5449.GEOID18 height accuracy estimate available here.
 DI5449
 DI5449.Click photographs - Photos may exist for this station.
 DI5449
 DI5449.The dynamic height is computed by dividing the NAVD 88
 DI5449.geopotential number by the normal gravity value computed on the
 DI5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI5449.degrees latitude (g = 980.6199 gals.).
 DI5449
 DI5449.The modeled gravity was interpolated from observed gravity values.
 DI5449
 DI5449;                    North         East    Units  Estimated Accuracy
 DI5449;SPC MI S     -   237,959.3   4,041,982.4     MT  (+/- 3 meters HH1 GPS) 
 DI5449
 DI5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7041935940(NAD 83)
 DI5449
 DI5449                          SUPERSEDED SURVEY CONTROL
 DI5449
 DI5449  NAVD 88 (06/07/07)  178.432  (m)          585.41   (f) SUPERSEDED  2 1
 DI5449
 DI5449.Superseded values are not recommended for survey control.
 DI5449
 DI5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI5449.See file dsdata.pdf to determine how the superseded data were derived.
 DI5449
 DI5449_MARKER: DD = SURVEY DISK
 DI5449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI5449+WITH SETTING: PAVEMENT
 DI5449_SP_SET: FOUNDATION OF GAUGE HOUSE
 DI5449_STAMPING: DISC
 DI5449_MARK LOGO: USACE
 DI5449_PROJECTION: FLUSH
 DI5449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI5449+STABILITY: SURFACE MOTION
 DI5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI5449+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 DI5449
 DI5449  HISTORY     - Date     Condition        Report By
 DI5449  HISTORY     - UNK      MONUMENTED       USACE
 DI5449  HISTORY     - 20060908 GOOD             NGS
 DI5449  HISTORY     - 20220919 GOOD             CO-OPS
 DI5449
 DI5449                          STATION DESCRIPTION
 DI5449
 DI5449'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI5449'THE STATION IS LOCATED IN ESSEXVILLE, MI AT THE CONSUMERS POWER PLANT.
 DI5449'TO REACH FROM THE INTERSECTION OF YOUNG DITCH ROAD AND PINE STREET, GO
 DI5449'NORTH ON PINE STREET 3.35 MI (5.39 KM) TO THE POWER PLANT ENTRANCE,
 DI5449'CONTINUE THROUGH GATE FOR 1.9 MI (3.06 KM) TO THE WATER LEVEL GAUGE
 DI5449'HOUSE AND THE MARK SET IN THE NORTHEAST CORNER.
 DI5449'
 DI5449'8.0 M WEST OF THE CENTER OF A PAVED ROAD 2.5 M (8.2 FT) NORTH OF THE
 DI5449'SOUTH CORNER OF THE GAUGE HOUSE AND.15 M EAST OF THE EAST THE EAST
 DI5449'FACE OF THE HOUSE.
 DI5449
 DI5449                          STATION RECOVERY (2022)
 DI5449
 DI5449'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DI5449'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST OF KAWKAWLIN, 3.9 MI
 DI5449'(6.3 KM) NORTH-NORTHEAST OF BAY CITY AND 1.8 MI (2.9 KM) NORTH OF
 DI5449'ESSEXVILLE.
 DI5449'
 DI5449'THE MARK IS 8.0 M (26.2 FT) WEST OF THE CENTER OF A PAVED ROAD 2.48 M
 DI5449'(8.1 FT) NORTH OF THE SOUTH CORNER OF THE GAUGE HOUSE AND 0.15 M (0.5
 DI5449'FT) EAST OF THE EAST THE EAST FACE OF THE GAUGE HOUSE.
 DI5449'
 DI5449'STATION IS LOCATED ON PROPERTY OWNED BY CONSUMERS ENERGY - D.E. KARN
 DI5449'GENERATING COMPLEX.  ADDRESS OF THE ELECTRIC UTILITY COMPANY IS 2742
 DI5449'WEADOCK HIGHWAY, ESSEXVILLE, MI 48732.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0522 ***********************************************************************
 OJ0522  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0522  DESIGNATION -  907 5035 FS 9
 OJ0522  PID         -  OJ0522
 OJ0522  STATE/COUNTY-  MI/BAY
 OJ0522  COUNTRY     -  US
 OJ0522  USGS QUAD   -  BAY CITY NE (2017)
 OJ0522
 OJ0522                         *CURRENT SURVEY CONTROL
 OJ0522  ______________________________________________________________________
 OJ0522* NAD 83(1986) POSITION- 43 38 30.3    (N) 083 50 45.2    (W)   HD_HELD2
 OJ0522* NAVD 88 ORTHO HEIGHT -   178.018 (meters)      584.05  (feet) ADJUSTED
 OJ0522  ______________________________________________________________________
 OJ0522  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 OJ0522  DYNAMIC HEIGHT  -        177.984 (meters)      583.94  (feet) COMP
 OJ0522  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 OJ0522
 OJ0522  VERT ORDER      -  FIRST     CLASS II
 OJ0522
 OJ0522.The horizontal coordinates were established by autonomous hand held GPS
 OJ0522.observations and have an estimated accuracy of +/- 10 meters.
 OJ0522
 OJ0522.The orthometric height was determined by differential leveling and
 OJ0522.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0522.in June 2007.
 OJ0522
 OJ0522.No vertical observational check was made to the station.
 OJ0522
 OJ0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0522.GEOID18 height accuracy estimate available here.
 OJ0522
 OJ0522.This Water Level Mark is designated as VM 13050
 OJ0522.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0522
 OJ0522.Click photographs - Photos may exist for this station.
 OJ0522
 OJ0522.The dynamic height is computed by dividing the NAVD 88
 OJ0522.geopotential number by the normal gravity value computed on the
 OJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0522.degrees latitude (g = 980.6199 gals.).
 OJ0522
 OJ0522.The modeled gravity was interpolated from observed gravity values.
 OJ0522
 OJ0522;                    North         East    Units  Estimated Accuracy
 OJ0522;SPC MI S     -   238,040.    4,042,020.      MT  (+/- 10 meters HH2 GPS)
 OJ0522
 OJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7046036019(NAD 83)
 OJ0522
 OJ0522                          SUPERSEDED SURVEY CONTROL
 OJ0522
 OJ0522  NAVD 88 (03/25/97)  178.021  (m)          584.06   (f) SUPERSEDED  1 0
 OJ0522  NAVD 88 (06/15/91)  178.033  (m)          584.10   (f) SUPERSEDED  1 0
 OJ0522
 OJ0522.Superseded values are not recommended for survey control.
 OJ0522
 OJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0522.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0522
 OJ0522_MARKER: F = FLANGE-ENCASED ROD
 OJ0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0522_MARK LOGO: USLS
 OJ0522_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0522_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0522+STABILITY: SURFACE MOTION
 OJ0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0522+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 OJ0522_ROD/PIPE-DEPTH: 4.88 meters
 OJ0522
 OJ0522  HISTORY     - Date     Condition        Report By
 OJ0522  HISTORY     - 1947     MONUMENTED       USLS
 OJ0522  HISTORY     - 1976     GOOD             NOS
 OJ0522  HISTORY     - 19941012 GOOD             NOS
 OJ0522  HISTORY     - 19951017 GOOD             NOS
 OJ0522  HISTORY     - 20060922 GOOD             NGS
 OJ0522  HISTORY     - 20080415 GOOD             COLEM
 OJ0522
 OJ0522                          STATION DESCRIPTION
 OJ0522
 OJ0522'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0522'IN ESSEXVILLE.
 OJ0522'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0522'POWER PLANT, AT UPSTREAM END AND ON RIVER SIDE OF LONG SHED OVER
 OJ0522'CONVEYOR LEADING FROM THE COAL STOCK PILE, NEAR DESIGNATION FIRE
 OJ0522'SECTION NO. 9, PAINTED ON THE SHED, 0.6 FEET WEST FROM RIVER FACE OF
 OJ0522'SHED, 0.5 FOOT NORTH FROM CONCRETE LANDING AT DOORWAY, 1 FOOT BELOW
 OJ0522'THE GROUND, BEING HIGHEST POINT ON TOP OF A 1 1/4 INCH DIAMETER IRON
 OJ0522'ROD, 16 FEET LONG.
 OJ0522
 OJ0522                          STATION RECOVERY (1994)
 OJ0522
 OJ0522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0522'BENCHMARK IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST
 OJ0522'SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY,
 OJ0522'WEADOCK POWER PLANT, AT UPSTREAM END AND ON RIVER SIDE OF LONG SHED
 OJ0522'OVER CONVEYOR LEADING FROM THE COAL STOCK PILE, NEAR DESIGNATION FIRE
 OJ0522'SECTION NO.  9, PAINTED ON THE SHED, 30.9 FEET (9.4 M) NORTHEAST OF
 OJ0522'SOUTHEAST CORNER OF ALUMINUM SIDED GARAGE RUNNING PARALLEL TO RIVER,
 OJ0522'0.6 FEET (18.3 CM) WEST FROM RIVER FACE OF SHED, 0.5 FOOT (15.2 CM)
 OJ0522'NORTH FROM CONCRETE LANDING AT DOORWAY, 2.0 FT.THE TOP OF THE CONCRETE
 OJ0522'STEP AT ENTRANCE TO DOOR.  BELOW THE GROUND, BEING HIGHEST POINT ON
 OJ0522'TOP OF A 1 1/4 INCH DIAMETER IRON ROD, 16 FEET (4.9 M) LONG, AND
 OJ0522'RECESSED 30 CENIMETERS.
 OJ0522
 OJ0522                          STATION RECOVERY (1995)
 OJ0522
 OJ0522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0522'RECOVERED AS DESCRIBED.
 OJ0522
 OJ0522                          STATION RECOVERY (2006)
 OJ0522
 OJ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 OJ0522'RECOVERED AS DESCRIBED.
 OJ0522
 OJ0522                          STATION RECOVERY (2008)
 OJ0522
 OJ0522'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OJ0522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6034 ***********************************************************************
 AC6034  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6034  DESIGNATION -  907 5035 G
 AC6034  PID         -  AC6034
 AC6034  STATE/COUNTY-  MI/BAY
 AC6034  COUNTRY     -  US
 AC6034  USGS QUAD   -  BAY CITY NE (2017)
 AC6034
 AC6034                         *CURRENT SURVEY CONTROL
 AC6034  ______________________________________________________________________
 AC6034* NAD 83(1986) POSITION- 43 38 29.6    (N) 083 50 41.0    (W)   HD_HELD2
 AC6034* NAVD 88 ORTHO HEIGHT -   177.874 (meters)      583.57  (feet) ADJUSTED
 AC6034  ______________________________________________________________________
 AC6034  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 AC6034  DYNAMIC HEIGHT  -        177.840 (meters)      583.46  (feet) COMP
 AC6034  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 AC6034
 AC6034  VERT ORDER      -  FIRST     CLASS II
 AC6034
 AC6034.The horizontal coordinates were established by autonomous hand held GPS
 AC6034.observations and have an estimated accuracy of +/- 10 meters.
 AC6034
 AC6034.The orthometric height was determined by differential leveling and
 AC6034.adjusted by the NATIONAL GEODETIC SURVEY
 AC6034.in May 2000.
 AC6034
 AC6034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6034.GEOID18 height accuracy estimate available here.
 AC6034
 AC6034.This Water Level Mark is designated as VM 13052
 AC6034.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6034
 AC6034.Click photographs - Photos may exist for this station.
 AC6034
 AC6034.The dynamic height is computed by dividing the NAVD 88
 AC6034.geopotential number by the normal gravity value computed on the
 AC6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6034.degrees latitude (g = 980.6199 gals.).
 AC6034
 AC6034.The modeled gravity was interpolated from observed gravity values.
 AC6034
 AC6034;                    North         East    Units  Estimated Accuracy
 AC6034;SPC MI S     -   238,019.    4,042,114.      MT  (+/- 10 meters HH2 GPS)
 AC6034
 AC6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7055335995(NAD 83)
 AC6034
 AC6034                          SUPERSEDED SURVEY CONTROL
 AC6034
 AC6034  NAVD 88 (03/25/97)  177.876  (m)          583.58   (f) SUPERSEDED  2 1
 AC6034
 AC6034.Superseded values are not recommended for survey control.
 AC6034
 AC6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6034.See file dsdata.pdf to determine how the superseded data were derived.
 AC6034
 AC6034_MARKER: DB = BENCH MARK DISK
 AC6034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6034_STAMPING: 5035 G 1990
 AC6034_MARK LOGO: NOS
 AC6034_PROJECTION: FLUSH
 AC6034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6034+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2013
 AC6034_ROD/PIPE-DEPTH: 15.8 meters
 AC6034
 AC6034  HISTORY     - Date     Condition        Report By
 AC6034  HISTORY     - 1990     MONUMENTED       NOS
 AC6034  HISTORY     - 19941012 GOOD             NOS
 AC6034  HISTORY     - 19951017 GOOD             NOS
 AC6034  HISTORY     - 20060922 GOOD             NGS
 AC6034  HISTORY     - 20080415 GOOD             COLEM
 AC6034  HISTORY     - 20130404 GOOD             INDIV
 AC6034
 AC6034                          STATION DESCRIPTION
 AC6034
 AC6034'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6034'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 AC6034'THE RIVER NEAR ITS MOUTH, AT THE CONSUMER POWER COMPANY, WEADOCK POWER
 AC6034'PLANT, 32.9 METERS (107.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 AC6034'ONE STORY DOUBLE-WIDE TRAINING TRAILER, 21.5 METERS (70.5 FT) WEST OF
 AC6034'CENTERLINE OF ROAD LEADING TO PARKING LOT, 18.4 METERS (60.4 FT)
 AC6034'NORTHEAST OF 0.8 METER (2.6 FT) DIAMETER DUTCH ELM TREE, 5.9 METERS
 AC6034'(19.4 FT) SOUTH-SOUTHEAST OF INSIDE OF PARKING LOT CURB, BEING HIGHEST
 AC6034'POINT OF STANDARD NOS BENCH MARK DISK, CRIMPED ATOP A 15.8 METER (51.8
 AC6034'FT) STAINLESS STEEL ROD, ENCASED IN CONCRETE KICKBLOCK WITH 4-INCH PVC
 AC6034'PIPE AND CAP.
 AC6034
 AC6034                          STATION RECOVERY (1995)
 AC6034
 AC6034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC6034'RECOVERED AS DESCRIBED.
 AC6034
 AC6034                          STATION RECOVERY (2006)
 AC6034
 AC6034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 AC6034'RECOVERED AS DESCRIBED.
 AC6034
 AC6034                          STATION RECOVERY (2008)
 AC6034
 AC6034'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AC6034'RECOVERED AS DESCRIBED.
 AC6034'
 AC6034'NOTE--STATION IS 1 FT (0.3 M) SOUTHEAST OF AN ORANGE CARSONITE WITNESS
 AC6034'POST.
 AC6034
 AC6034                          STATION RECOVERY (2013)
 AC6034
 AC6034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AC6034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6035 ***********************************************************************
 AC6035  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6035  DESIGNATION -  907 5035 H
 AC6035  PID         -  AC6035
 AC6035  STATE/COUNTY-  MI/BAY
 AC6035  COUNTRY     -  US
 AC6035  USGS QUAD   -  BAY CITY NE (2017)
 AC6035
 AC6035                         *CURRENT SURVEY CONTROL
 AC6035  ______________________________________________________________________
 AC6035* NAD 83(1986) POSITION- 43 38 22.7    (N) 083 50 30.9    (W)   HD_HELD2
 AC6035* NAVD 88 ORTHO HEIGHT -   178.342 (meters)      585.11  (feet) ADJUSTED
 AC6035  ______________________________________________________________________
 AC6035  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 AC6035  DYNAMIC HEIGHT  -        178.307 (meters)      585.00  (feet) COMP
 AC6035  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 AC6035
 AC6035  VERT ORDER      -  FIRST     CLASS II
 AC6035
 AC6035.The horizontal coordinates were established by autonomous hand held GPS
 AC6035.observations and have an estimated accuracy of +/- 10 meters.
 AC6035
 AC6035.The orthometric height was determined by differential leveling and
 AC6035.adjusted by the NATIONAL GEODETIC SURVEY
 AC6035.in October 2009.
 AC6035
 AC6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6035.GEOID18 height accuracy estimate available here.
 AC6035
 AC6035.This Water Level Mark is designated as VM 13053
 AC6035.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6035
 AC6035.Click photographs - Photos may exist for this station.
 AC6035
 AC6035.The dynamic height is computed by dividing the NAVD 88
 AC6035.geopotential number by the normal gravity value computed on the
 AC6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6035.degrees latitude (g = 980.6199 gals.).
 AC6035
 AC6035.The modeled gravity was interpolated from observed gravity values.
 AC6035
 AC6035;                    North         East    Units  Estimated Accuracy
 AC6035;SPC MI S     -   237,808.    4,042,342.      MT  (+/- 10 meters HH2 GPS)
 AC6035
 AC6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7077235774(NAD 83)
 AC6035
 AC6035                          SUPERSEDED SURVEY CONTROL
 AC6035
 AC6035  NAVD 88 (03/25/97)  178.341  (m)          585.11   (f) SUPERSEDED  2 1
 AC6035
 AC6035.Superseded values are not recommended for survey control.
 AC6035
 AC6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6035.See file dsdata.pdf to determine how the superseded data were derived.
 AC6035
 AC6035_MARKER: DB = BENCH MARK DISK
 AC6035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6035_STAMPING: 5035 H 1992
 AC6035_MARK LOGO: NOS
 AC6035_PROJECTION: RECESSED 2 CENTIMETERS
 AC6035_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6035+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 AC6035_ROD/PIPE-DEPTH: 12.5 meters
 AC6035
 AC6035  HISTORY     - Date     Condition        Report By
 AC6035  HISTORY     - 1992     MONUMENTED       NOS
 AC6035  HISTORY     - 19941012 GOOD             NOS
 AC6035  HISTORY     - 19951017 GOOD             NOS
 AC6035  HISTORY     - 20060922 GOOD             NGS
 AC6035  HISTORY     - 20080415 GOOD             COLEM
 AC6035  HISTORY     - 20130404 GOOD             INDIV
 AC6035  HISTORY     - 20220919 GOOD             CO-OPS
 AC6035
 AC6035                          STATION DESCRIPTION
 AC6035
 AC6035'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6035'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 AC6035'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 AC6035'POWER PLANT, 12.2 METERS (40.0 FT) SOUTHWEST OF CENTERLINE OF MAIN
 AC6035'PLANT ROAD, 6.0 METERS (19.7 FT) EAST-NORTHEAST OF MOST EASTERLY RAIL
 AC6035'OF RAILROAD TRACK, 1.5 METERS (4.9 FT) EAST OF LIGHT POLE, 0.6 METERS
 AC6035'(2.0 FT) NORTH OF WITNESS POST, BEING HIGHEST POINT OF STANDARD BENCH
 AC6035'MARK DISK, CRIMPED ATOP A 12.5 METER (41.0 FT) STAINLESS STEEL ROD,
 AC6035'ENCASED IN CONCRETE KICKBLOCK WITH 5-INCH PVC PIPE AND COVER.
 AC6035
 AC6035                          STATION RECOVERY (1995)
 AC6035
 AC6035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC6035'RECOVERED AS DESCRIBED.
 AC6035
 AC6035                          STATION RECOVERY (2006)
 AC6035
 AC6035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 AC6035'RECOVERED AS DESCRIBED.
 AC6035
 AC6035                          STATION RECOVERY (2008)
 AC6035
 AC6035'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AC6035'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 AC6035'STATION IS 4 FT (1.2 M) SOUTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 AC6035
 AC6035                          STATION RECOVERY (2013)
 AC6035
 AC6035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AC6035'RECOVERED IN GOOD CONDITION.
 AC6035
 AC6035                          STATION RECOVERY (2022)
 AC6035
 AC6035'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 AC6035'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST OF KAWKAWLIN, 3.9 MI
 AC6035'(6.3 KM) NORTH-NORTHEAST OF BAY CITY AND 1.8 MI (2.9 KM) NORTH OF
 AC6035'ESSEXVILLE.
 AC6035'
 AC6035'STATION IS LOCATED ON PROPERTY OWNED BY CONSUMERS ENERGY - D.E. KARN
 AC6035'GENERATING COMPLEX.  ADDRESS OF THE ELECTRIC UTILITY COMPANY IS 2742
 AC6035'WEADOCK HIGHWAY, ESSEXVILLE, MI 48732.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3986 ***********************************************************************
 DS3986  DESIGNATION -  907 5041 D
 DS3986  PID         -  DS3986
 DS3986  STATE/COUNTY-  MI/ARENAC
 DS3986  COUNTRY     -  US
 DS3986  USGS QUAD   -  STANDISH (2017)
 DS3986
 DS3986                         *CURRENT SURVEY CONTROL
 DS3986  ______________________________________________________________________
 DS3986* NAD 83(2011) POSITION- 43 57 13.79810(N) 083 53 10.67999(W)   ADJUSTED
 DS3986* NAD 83(2011) ELLIP HT-   142.707 (meters)        (12/02/25)   ADJUSTED
 DS3986* NAD 83(2011) EPOCH   -  2010.00
 DS3986* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) GPS OBS
 DS3986  ______________________________________________________________________
 DS3986  GEOID HEIGHT    -        -35.022 (meters)                     GEOID18
 DS3986  NAD 83(2011) X  -    489,816.909 (meters)                     COMP
 DS3986  NAD 83(2011) Y  - -4,572,983.423 (meters)                     COMP
 DS3986  NAD 83(2011) Z  -  4,404,499.215 (meters)                     COMP
 DS3986  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DS3986
 DS3986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3986  Standards:
 DS3986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3986  -------------------------------------------------------------------
 DS3986  NETWORK    0.48   0.84           0.22   0.17   0.43     -0.05133986
 DS3986  -------------------------------------------------------------------
 DS3986  Click here for local accuracies and other accuracy information.
 DS3986
 DS3986.The horizontal coordinates were established by GPS observations
 DS3986.and adjusted by the National Geodetic Survey in December 2025.
 DS3986
 DS3986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3986.been affixed to the stable North American tectonic plate. See 
 DS3986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3986
 DS3986.The horizontal coordinates are valid at the epoch date displayed above
 DS3986.which is a decimal equivalence of Year/Month/Day.
 DS3986
 DS3986.The orthometric height was determined by GPS observations and a
 DS3986.high-resolution geoid model.
 DS3986
 DS3986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3986.GEOID18 height accuracy estimate available here.
 DS3986
 DS3986.Click photographs - Photos may exist for this station.
 DS3986
 DS3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3986
 DS3986.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3986
 DS3986.The ellipsoidal height was determined by GPS observations
 DS3986.and is referenced to NAD 83.
 DS3986
 DS3986. The following values were computed from the NAD 83(2011) position.
 DS3986
 DS3986;                    North         East     Units Scale Factor Converg.
 DS3986;SPC MI C     -    70,919.037 6,038,560.352   MT  1.00006049   +0 20 21.6
 DS3986;SPC MI C     -   232,674.01 19,811,549.71   iFT  1.00006049   +0 20 21.6
 DS3986;UTM  17      - 4,870,795.637   268,410.387   MT  1.00025971   -2 00 15.1
 DS3986
 DS3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3986!SPC MI C     -   0.99997762  x   1.00006049  =   1.00003811
 DS3986!UTM  17      -   0.99997762  x   1.00025971  =   1.00023733
 DS3986
 DS3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6841070795(NAD 83)
 DS3986
 DS3986                          SUPERSEDED SURVEY CONTROL
 DS3986
 DS3986.No superseded survey control is available for this station.
 DS3986
 DS3986_MARKER: F = FLANGE-ENCASED ROD
 DS3986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3986_STAMPING: 5041 D 2019
 DS3986_MARK LOGO: NGS
 DS3986_PROJECTION: RECESSED 5 CENTIMETERS
 DS3986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3986+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DS3986_ROD/PIPE-DEPTH: 4.33 meters
 DS3986_SLEEVE-DEPTH  : 1.52 meters
 DS3986
 DS3986  HISTORY     - Date     Condition        Report By
 DS3986  HISTORY     - 2019     MONUMENTED       NGS
 DS3986  HISTORY     - 20220818 GOOD             NGS
 DS3986
 DS3986                          STATION DESCRIPTION
 DS3986
 DS3986'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3986'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHWEST OF AU GRES, 8.7
 DS3986'MI (14.0 KM) SOUTHEAST OF STERLING, 8.0 MI (12.9 KM) NORTH-NORTHEAST
 DS3986'OF PINCONNING, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF OMER AND 4.1 MI
 DS3986'(6.6 KM) EAST-SOUTHEAST OF STANDISH.
 DS3986'
 DS3986'TO REACH THE STATION FROM THE INTERSECTION OF US-23 AND M-13, HEAD
 DS3986'EAST ON SAGAROO ROAD FOR 6.4 KM (4.0 MI) TO THE INTERSECTION OF
 DS3986'SAGATOO ROAD AND LACLAIR ROAD.
 DS3986'
 DS3986'THE BENCH MARK IS A ENCASED ROD SET IN THE SOUTHEAST CORNER OF THE
 DS3986'INTERSECTION OF SAGATOO ROAD AND LACLAIR ROAD ON THE PROPERTY OF EAGLE
 DS3986'BAY MARINA, 25.91 M (85.0 FT) SOUTHEAST OF THE MIDDLE OF THE
 DS3986'INTERSECTION OF SAGATOO ROAD AND LACLAIR ROAD, 15.24 M (50.0 FT) EAST
 DS3986'OF THE CENTERLINE OF LACLAR ROAD, 7.32 M (24.0 FT) SOUTH-SOUTHWEST OF
 DS3986'THE SOUTHWEST CORNER OF A WOOD SIGN FOR THE MARINA AND 0.21 M (0.7 FT)
 DS3986'WEST OF A 3-INCH (8 CM) PVC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS4003 ***********************************************************************
 DS4003  DESIGNATION -  907 5045 A
 DS4003  PID         -  DS4003
 DS4003  STATE/COUNTY-  MI/ARENAC
 DS4003  COUNTRY     -  US
 DS4003  USGS QUAD   -  AU GRES (2017)
 DS4003
 DS4003                         *CURRENT SURVEY CONTROL
 DS4003  ______________________________________________________________________
 DS4003* NAD 83(2011) POSITION- 44 03 12.66725(N) 083 39 33.55621(W)   ADJUSTED
 DS4003* NAD 83(2011) ELLIP HT-   144.363 (meters)        (12/02/25)   ADJUSTED
 DS4003* NAD 83(2011) EPOCH   -  2010.00
 DS4003* NAVD 88 ORTHO HEIGHT -   179.5   (meters)      589.    (feet) GPS OBS
 DS4003  ______________________________________________________________________
 DS4003  GEOID HEIGHT    -        -35.116 (meters)                     GEOID18
 DS4003  NAD 83(2011) X  -    507,079.321 (meters)                     COMP
 DS4003  NAD 83(2011) Y  - -4,563,360.429 (meters)                     COMP
 DS4003  NAD 83(2011) Z  -  4,412,467.695 (meters)                     COMP
 DS4003  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 DS4003
 DS4003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4003  Standards:
 DS4003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4003  -------------------------------------------------------------------
 DS4003  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.01256101
 DS4003  -------------------------------------------------------------------
 DS4003  Click here for local accuracies and other accuracy information.
 DS4003
 DS4003.The horizontal coordinates were established by GPS observations
 DS4003.and adjusted by the National Geodetic Survey in December 2025.
 DS4003
 DS4003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4003.been affixed to the stable North American tectonic plate. See 
 DS4003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4003
 DS4003.The horizontal coordinates are valid at the epoch date displayed above
 DS4003.which is a decimal equivalence of Year/Month/Day.
 DS4003
 DS4003.The orthometric height was determined by GPS observations and a
 DS4003.high-resolution geoid model.
 DS4003
 DS4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4003.GEOID18 height accuracy estimate available here.
 DS4003
 DS4003.Click photographs - Photos may exist for this station.
 DS4003
 DS4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4003
 DS4003.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4003
 DS4003.The ellipsoidal height was determined by GPS observations
 DS4003.and is referenced to NAD 83.
 DS4003
 DS4003. The following values were computed from the NAD 83(2011) position.
 DS4003
 DS4003;                    North         East     Units Scale Factor Converg.
 DS4003;SPC MI C     -    82,128.858 6,056,683.578   MT  1.00003228   +0 29 58.8
 DS4003;SPC MI C     -   269,451.63 19,871,009.11   iFT  1.00003228   +0 29 58.8
 DS4003;UTM  17      - 4,881,255.722   286,980.396   MT  1.00015813   -1 50 59.3
 DS4003
 DS4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4003!SPC MI C     -   0.99997736  x   1.00003228  =   1.00000964
 DS4003!UTM  17      -   0.99997736  x   1.00015813  =   1.00013549
 DS4003
 DS4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8698081255(NAD 83)
 DS4003
 DS4003                          SUPERSEDED SURVEY CONTROL
 DS4003
 DS4003.No superseded survey control is available for this station.
 DS4003
 DS4003_MARKER: F = FLANGE-ENCASED ROD
 DS4003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS4003_STAMPING: 5045 A 2018
 DS4003_MARK LOGO: NGS
 DS4003_PROJECTION: RECESSED 5 CENTIMETERS
 DS4003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS4003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4003+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DS4003_ROD/PIPE-DEPTH: 5.89 meters
 DS4003
 DS4003  HISTORY     - Date     Condition        Report By
 DS4003  HISTORY     - 2018     MONUMENTED       NGS
 DS4003  HISTORY     - 20220818 GOOD             NGS
 DS4003
 DS4003                          STATION DESCRIPTION
 DS4003
 DS4003'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS4003'LOCATED IN ARENAC COUNTY, MI.
 DS4003'
 DS4003'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) SOUTH-SOUTHEAST OF
 DS4003'WHITTEMORE, 12.9 MI (20.8 KM) SOUTH-SOUTHEAST OF NATIONAL CITY, 10.5
 DS4003'MI (16.9 KM) SOUTH-SOUTHWEST OF ALABASTER, 9.7 MI (15.6 KM) EAST OF
 DS4003'OMER AND 1.8 MI (2.9 KM) EAST OF AU GRES.
 DS4003'
 DS4003'THE PRIMARY BENCH MARK IS A STAINLESS STEEL ROD IN THE GRASS AREA IN
 DS4003'FRONT THE MARATHON GAS STATION, 49.40 M (162.1 FT) NORTHEAST OF THE
 DS4003'NORTHWEST PILLAR OF THE MARATHON GAS STATION SIGN, 17.70 M (58.1 FT)
 DS4003'SOUTHEAST OF THE CENTERLINE OF US-23 AND 7.00 M (23.0 FT) SOUTHWEST OF
 DS4003'A SIGN MARKED SEASONAL LOAD AND SPEED RESTRICTION.  THE DATUM POINT IS
 DS4003'THE TOP OF A STAINLESS STEEL ROD DRIVEN 5.89 M (19.3 FT) TO REFUSAL,
 DS4003'RECESSED 3 CM (1 INCH) BELOW GRADE AND INCASED IN A NATIONAL GEODETIC
 DS4003'SURVEY LOGO CAP WITH CONCRETE KICKBLOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0182 ***********************************************************************
 PK0182  DESIGNATION -  907 5054 ETFP USLS
 PK0182  PID         -  PK0182
 PK0182  STATE/COUNTY-  MI/IOSCO
 PK0182  COUNTRY     -  US
 PK0182  USGS QUAD   -  EAST TAWAS (2017)
 PK0182
 PK0182                         *CURRENT SURVEY CONTROL
 PK0182  ______________________________________________________________________
 PK0182* NAD 83(1986) POSITION- 44 16 38.     (N) 083 29 27.     (W)   SCALED
 PK0182* NAVD 88 ORTHO HEIGHT -   178.146 (meters)      584.47  (feet) ADJUSTED
 PK0182  ______________________________________________________________________
 PK0182  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0182  DYNAMIC HEIGHT  -        178.123 (meters)      584.39  (feet) COMP
 PK0182  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 PK0182
 PK0182  VERT ORDER      -  FIRST     CLASS II
 PK0182
 PK0182.The horizontal coordinates were scaled from a map and have
 PK0182.an estimated accuracy of +/- 6 seconds.
 PK0182
 PK0182.The orthometric height was determined by differential leveling and
 PK0182.adjusted by the NATIONAL GEODETIC SURVEY
 PK0182.in June 1991.
 PK0182
 PK0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0182.GEOID18 height accuracy estimate available here.
 PK0182
 PK0182.Click photographs - Photos may exist for this station.
 PK0182
 PK0182.The dynamic height is computed by dividing the NAVD 88
 PK0182.geopotential number by the normal gravity value computed on the
 PK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0182.degrees latitude (g = 980.6199 gals.).
 PK0182
 PK0182.The modeled gravity was interpolated from observed gravity values.
 PK0182
 PK0182;                    North         East    Units  Estimated Accuracy
 PK0182;SPC MI C     -   107,120.    6,069,920.      MT  (+/- 180 meters Scaled)
 PK0182
 PK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012056(NAD 83)
 PK0182
 PK0182                          SUPERSEDED SURVEY CONTROL
 PK0182
 PK0182.No superseded survey control is available for this station.
 PK0182
 PK0182_MARKER: I = METAL ROD
 PK0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0182_PROJECTION: FLUSH
 PK0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0182_ROD/PIPE-DEPTH: 3.0 meters
 PK0182
 PK0182  HISTORY     - Date     Condition        Report By
 PK0182  HISTORY     - 1966     MONUMENTED       USLS
 PK0182  HISTORY     - 1983     GOOD             NGS
 PK0182
 PK0182                          STATION DESCRIPTION
 PK0182
 PK0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0182'IN EAST TAWAS.
 PK0182'IN EAST TAWAS, AT THE CITY PARK BETWEEN U.S. HIGHWAY 23 AND TAWAS BAY,
 PK0182'NEAR THE ENTRANCE TO THE CITY PIER AND MARINA, 0.31 METER (1.0 FT)
 PK0182'NORTHWEST AND ON LINE WITH THE NORTHEAST FACE OF THE EAST TAWAS
 PK0182'FILTRATION PLANT, 14.6 METERS (48.0 FT) WEST-SOUTHWEST OF THE
 PK0182'CENTERLINE OF NUEMAN STREET.  NOTE, THE DESIGNATION E.T.F.P. STANDS
 PK0182'FOR EAST TAWAS FILTRATION PLANT.
 PK0182'THE MARK IS 0.15 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0181 ***********************************************************************
 PK0181  DESIGNATION -  907 5054 FENCE USLS
 PK0181  PID         -  PK0181
 PK0181  STATE/COUNTY-  MI/IOSCO
 PK0181  COUNTRY     -  US
 PK0181  USGS QUAD   -  EAST TAWAS (2017)
 PK0181
 PK0181                         *CURRENT SURVEY CONTROL
 PK0181  ______________________________________________________________________
 PK0181* NAD 83(1986) POSITION- 44 16 40.     (N) 083 29 28.     (W)   SCALED
 PK0181* NAVD 88 ORTHO HEIGHT -   179.081 (meters)      587.53  (feet) ADJUSTED
 PK0181  ______________________________________________________________________
 PK0181  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0181  DYNAMIC HEIGHT  -        179.058 (meters)      587.46  (feet) COMP
 PK0181  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 PK0181
 PK0181  VERT ORDER      -  FIRST     CLASS II
 PK0181
 PK0181.The horizontal coordinates were scaled from a map and have
 PK0181.an estimated accuracy of +/- 6 seconds.
 PK0181
 PK0181.The orthometric height was determined by differential leveling and
 PK0181.adjusted by the NATIONAL GEODETIC SURVEY
 PK0181.in June 1991.
 PK0181
 PK0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0181.GEOID18 height accuracy estimate available here.
 PK0181
 PK0181.Click photographs - Photos may exist for this station.
 PK0181
 PK0181.The dynamic height is computed by dividing the NAVD 88
 PK0181.geopotential number by the normal gravity value computed on the
 PK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0181.degrees latitude (g = 980.6199 gals.).
 PK0181
 PK0181.The modeled gravity was interpolated from observed gravity values.
 PK0181
 PK0181;                    North         East    Units  Estimated Accuracy
 PK0181;SPC MI C     -   107,180.    6,069,890.      MT  (+/- 180 meters Scaled)
 PK0181
 PK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012057(NAD 83)
 PK0181
 PK0181                          SUPERSEDED SURVEY CONTROL
 PK0181
 PK0181.No superseded survey control is available for this station.
 PK0181
 PK0181_MARKER: I = METAL ROD
 PK0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0181_PROJECTION: FLUSH
 PK0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0181_ROD/PIPE-DEPTH: 3.0 meters
 PK0181
 PK0181  HISTORY     - Date     Condition        Report By
 PK0181  HISTORY     - 1966     MONUMENTED       USLS
 PK0181  HISTORY     - 1983     GOOD             NGS
 PK0181
 PK0181                          STATION DESCRIPTION
 PK0181
 PK0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0181'IN EAST TAWAS.
 PK0181'IN EAST TAWAS, AT THE CITY PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0181'BAY, JUST INSIDE THE NORTHEAST FENCE CORNER OF CITY PARK, AT THE
 PK0181'JUNCTION OF U.S. HIGHWAY 23 AND NUEMAN STREET, 0.64 METER (2.1 FT)
 PK0181'SOUTH OF EAST-WEST FENCE LINE, 0.30 METER (1.0 FT) WEST OF A
 PK0181'NORTH-SOUTH FENCE LINE, 9.9 METERS (32.6 FT) NORTHWEST OF A GUYED
 PK0181'UTILITY POLE, AND 8.6 METERS (28.2 FT) NORTHEAST OF AN 18-INCH ELM
 PK0181'TREE STUMP.
 PK0181'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0183 ***********************************************************************
 PK0183  DESIGNATION -  907 5054 G
 PK0183  PID         -  PK0183
 PK0183  STATE/COUNTY-  MI/IOSCO
 PK0183  COUNTRY     -  US
 PK0183  USGS QUAD   -  EAST TAWAS (2017)
 PK0183
 PK0183                         *CURRENT SURVEY CONTROL
 PK0183  ______________________________________________________________________
 PK0183* NAD 83(1986) POSITION- 44 16 43.     (N) 083 29 23.     (W)   SCALED
 PK0183* NAVD 88 ORTHO HEIGHT -   177.563 (meters)      582.55  (feet) ADJUSTED
 PK0183  ______________________________________________________________________
 PK0183  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0183  DYNAMIC HEIGHT  -        177.540 (meters)      582.48  (feet) COMP
 PK0183  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 PK0183
 PK0183  VERT ORDER      -  FIRST     CLASS II
 PK0183
 PK0183.The horizontal coordinates were scaled from a map and have
 PK0183.an estimated accuracy of +/- 6 seconds.
 PK0183
 PK0183.The orthometric height was determined by differential leveling and
 PK0183.adjusted by the NATIONAL GEODETIC SURVEY
 PK0183.in June 1991.
 PK0183
 PK0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0183.GEOID18 height accuracy estimate available here.
 PK0183
 PK0183.Click photographs - Photos may exist for this station.
 PK0183
 PK0183.The dynamic height is computed by dividing the NAVD 88
 PK0183.geopotential number by the normal gravity value computed on the
 PK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0183.degrees latitude (g = 980.6199 gals.).
 PK0183
 PK0183.The modeled gravity was interpolated from observed gravity values.
 PK0183
 PK0183;                    North         East    Units  Estimated Accuracy
 PK0183;SPC MI C     -   107,270.    6,070,000.      MT  (+/- 180 meters Scaled)
 PK0183
 PK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK013058(NAD 83)
 PK0183
 PK0183                          SUPERSEDED SURVEY CONTROL
 PK0183
 PK0183.No superseded survey control is available for this station.
 PK0183
 PK0183_MARKER: I = METAL ROD
 PK0183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0183_PROJECTION: FLUSH
 PK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0183+STABILITY: SURFACE MOTION
 PK0183_ROD/PIPE-DEPTH: 3.65 meters
 PK0183
 PK0183  HISTORY     - Date     Condition        Report By
 PK0183  HISTORY     - 1983     MONUMENTED       NOS
 PK0183  HISTORY     - 1983     GOOD             NGS
 PK0183
 PK0183                          STATION DESCRIPTION
 PK0183
 PK0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0183'IN EAST TAWAS.
 PK0183'IN EAST TAWAS, LOCATED AT THE SOUTH END OF NEWHAN STREET, ACROSS THE
 PK0183'STREET FROM THE EAST TAWAS FILTRATION PLANT, A STAINLESS STEEL ROD
 PK0183'3.65 METERS (12.0 FT) LONG AND 0.3 METER (1.0 FT) BELOW GROUND LEVEL.
 PK0183'THE POINT LEVELED TO WILL BE THE TOP OF A STAINLESS STEEL STUD SCREWED
 PK0183'INTO THE TOP OF THE ROD, 7.62 METERS (25.5 FT) EAST OF THE CENTERLINE
 PK0183'OF NEWHAN STREET, 10.39 METERS (34.1 FT) SOUTHWEST OF THE NORTHWEST
 PK0183'CORNER OF A ONE STORY CINDER BLOCK BUILDING (HARBOR REFUGE FACILITY),
 PK0183'5.79 METERS (19.0 FT) WEST OF THE SOUTHWEST CORNER OF THE HARBOR
 PK0183'REFUGE BUILDING, AND 0.79 METER (2.6 FT) NORTH OF THE NORTH METAL POST
 PK0183'SUPPORTING THE EAST TAWAS HARBOR OF REFUGE SIGN.
 PK0183'THE MARK IS ABOVE LEVEL WITH CENTER OF NEWHAN STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0184 ***********************************************************************
 PK0184  DESIGNATION -  907 5054 HALL USLS
 PK0184  PID         -  PK0184
 PK0184  STATE/COUNTY-  MI/IOSCO
 PK0184  COUNTRY     -  US
 PK0184  USGS QUAD   -  EAST TAWAS (2017)
 PK0184
 PK0184                         *CURRENT SURVEY CONTROL
 PK0184  ______________________________________________________________________
 PK0184* NAD 83(1986) POSITION- 44 16 40.     (N) 083 29 26.     (W)   SCALED
 PK0184* NAVD 88 ORTHO HEIGHT -   180.030 (meters)      590.65  (feet) ADJUSTED
 PK0184  ______________________________________________________________________
 PK0184  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0184  DYNAMIC HEIGHT  -        180.006 (meters)      590.57  (feet) COMP
 PK0184  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 PK0184
 PK0184  VERT ORDER      -  FIRST     CLASS II
 PK0184
 PK0184.The horizontal coordinates were scaled from a map and have
 PK0184.an estimated accuracy of +/- 6 seconds.
 PK0184
 PK0184.The orthometric height was determined by differential leveling and
 PK0184.adjusted by the NATIONAL GEODETIC SURVEY
 PK0184.in June 1991.
 PK0184
 PK0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0184.GEOID18 height accuracy estimate available here.
 PK0184
 PK0184.Click photographs - Photos may exist for this station.
 PK0184
 PK0184.The dynamic height is computed by dividing the NAVD 88
 PK0184.geopotential number by the normal gravity value computed on the
 PK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0184.degrees latitude (g = 980.6199 gals.).
 PK0184
 PK0184.The modeled gravity was interpolated from observed gravity values.
 PK0184
 PK0184;                    North         East    Units  Estimated Accuracy
 PK0184;SPC MI C     -   107,180.    6,069,940.      MT  (+/- 180 meters Scaled)
 PK0184
 PK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012057(NAD 83)
 PK0184
 PK0184                          SUPERSEDED SURVEY CONTROL
 PK0184
 PK0184.No superseded survey control is available for this station.
 PK0184
 PK0184_MARKER: Z = SEE DESCRIPTION
 PK0184_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0184_SP_SET: BUILDING LEDGE
 PK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0184+STABILITY: SURFACE MOTION
 PK0184
 PK0184  HISTORY     - Date     Condition        Report By
 PK0184  HISTORY     - 1950     MONUMENTED       USLS
 PK0184  HISTORY     - 1983     GOOD             NGS
 PK0184
 PK0184                          STATION DESCRIPTION
 PK0184
 PK0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0184'IN EAST TAWAS.
 PK0184'IN EAST TAWAS, AT THE CITY PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0184'BAY, NEAR ENTRANCE TO ROAD (NUEMAN STREET) LEADING TO CITY PIER AND
 PK0184'MARINA, ABOUT 61 METERS (200 FEET) EAST OF NUEMAN STREET, AT THE CITY
 PK0184'PARK COMMUNITY HALL, ON TOP AND AT THE NORTHEAST CORNER OF BRICK
 PK0184'LEDGE, BEING HIGHEST POINT IN A 1-INCH SQUARE FORMED BY THE EDGES AND
 PK0184'TWO GROOVES IN THE BRICK.
 PK0184'THE MARK IS 0.73 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0185 ***********************************************************************
 PK0185  DESIGNATION -  907 5054 STATE POLICE
 PK0185  PID         -  PK0185
 PK0185  STATE/COUNTY-  MI/IOSCO
 PK0185  COUNTRY     -  US
 PK0185  USGS QUAD   -  EAST TAWAS (2017)
 PK0185
 PK0185                         *CURRENT SURVEY CONTROL
 PK0185  ______________________________________________________________________
 PK0185* NAD 83(1986) POSITION- 44 16 47.7    (N) 083 29 08.8    (W)   HD_HELD2
 PK0185* NAVD 88 ORTHO HEIGHT -   179.855 (meters)      590.07  (feet) ADJUSTED
 PK0185  ______________________________________________________________________
 PK0185  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0185  DYNAMIC HEIGHT  -        179.831 (meters)      590.00  (feet) COMP
 PK0185  MODELED GRAVITY -    980,486.1   (mgal)                       NAVD 88
 PK0185
 PK0185  VERT ORDER      -  FIRST     CLASS II
 PK0185
 PK0185.The horizontal coordinates were established by autonomous hand held GPS
 PK0185.observations and have an estimated accuracy of +/- 10 meters.
 PK0185
 PK0185.The orthometric height was determined by differential leveling and
 PK0185.adjusted by the NATIONAL GEODETIC SURVEY
 PK0185.in June 1991.
 PK0185
 PK0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0185.GEOID18 height accuracy estimate available here.
 PK0185
 PK0185.Click photographs - Photos may exist for this station.
 PK0185
 PK0185.The dynamic height is computed by dividing the NAVD 88
 PK0185.geopotential number by the normal gravity value computed on the
 PK0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0185.degrees latitude (g = 980.6199 gals.).
 PK0185
 PK0185.The modeled gravity was interpolated from observed gravity values.
 PK0185
 PK0185;                    North         East    Units  Estimated Accuracy
 PK0185;SPC MI C     -   107,420.    6,070,317.      MT  (+/- 10 meters HH2 GPS)
 PK0185
 PK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0164205968(NAD 83)
 PK0185
 PK0185                          SUPERSEDED SURVEY CONTROL
 PK0185
 PK0185.No superseded survey control is available for this station.
 PK0185
 PK0185_MARKER: DD = SURVEY DISK
 PK0185_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0185_SP_SET: BUILDING WALL
 PK0185_MARK LOGO: USLS
 PK0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0185+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0185
 PK0185  HISTORY     - Date     Condition        Report By
 PK0185  HISTORY     - 1949     MONUMENTED       USLS
 PK0185  HISTORY     - 1983     GOOD             NGS
 PK0185  HISTORY     - 20050816 GOOD             USPSQD
 PK0185  HISTORY     - 20221115 GOOD             SPICE
 PK0185
 PK0185                          STATION DESCRIPTION
 PK0185
 PK0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0185'IN EAST TAWAS.
 PK0185'IN EAST TAWAS, AT THE STATE PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0185'BAY, A USLS DISK SET VERTICALLY IN THE WEST FACE OF THE MICHIGAN STATE
 PK0185'POLICE BUILDING, ON SIDE OF BUILDING FACING STATE PARK, STATE POLICE
 PK0185'BUILDING IS 0.32 KM (0.2 MI) EAST-NORTHEAST ALONG HIGHWAY 23 FROM THE
 PK0185'JUNCTION OF NUEMAN STREET, 1.5 METERS (5.0 FT) SOUTHEAST OF THE
 PK0185'NORTHWEST CORNER.
 PK0185'THE MARK IS 0.30 M ABOVE GROUND.
 PK0185
 PK0185                          STATION RECOVERY (2005)
 PK0185
 PK0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0185'ADDITION TO THE ABOVE DESCRIPTION.
 PK0185'THE DISK IS SET VERTICALLY IN THE SOUTH FACE OF THE MICHIGAN STATE
 PK0185'POLICE BUILDING.
 PK0185
 PK0185                          STATION RECOVERY (2022)
 PK0185
 PK0185'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (BE)
 PK0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0202 ***********************************************************************
 PK0202  DESIGNATION -  907 5056 AU SABLE
 PK0202  PID         -  PK0202
 PK0202  STATE/COUNTY-  MI/IOSCO
 PK0202  COUNTRY     -  US
 PK0202  USGS QUAD   -  OSCODA (2017)
 PK0202
 PK0202                         *CURRENT SURVEY CONTROL
 PK0202  ______________________________________________________________________
 PK0202* NAD 83(1986) POSITION- 44 24 24.     (N) 083 19 28.     (W)   SCALED
 PK0202* NAVD 88 ORTHO HEIGHT -   179.508 (meters)      588.94  (feet) ADJUSTED
 PK0202  ______________________________________________________________________
 PK0202  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 PK0202  DYNAMIC HEIGHT  -        179.490 (meters)      588.88  (feet) COMP
 PK0202  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PK0202
 PK0202  VERT ORDER      -  FIRST     CLASS II
 PK0202
 PK0202.The horizontal coordinates were scaled from a map and have
 PK0202.an estimated accuracy of +/- 6 seconds.
 PK0202
 PK0202.The orthometric height was determined by differential leveling and
 PK0202.adjusted by the NATIONAL GEODETIC SURVEY
 PK0202.in June 1991.
 PK0202
 PK0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0202.GEOID18 height accuracy estimate available here.
 PK0202
 PK0202.Click photographs - Photos may exist for this station.
 PK0202
 PK0202.The dynamic height is computed by dividing the NAVD 88
 PK0202.geopotential number by the normal gravity value computed on the
 PK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0202.degrees latitude (g = 980.6199 gals.).
 PK0202
 PK0202.The modeled gravity was interpolated from observed gravity values.
 PK0202
 PK0202;                    North         East    Units  Estimated Accuracy
 PK0202;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0202
 PK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0202
 PK0202                          SUPERSEDED SURVEY CONTROL
 PK0202
 PK0202.No superseded survey control is available for this station.
 PK0202
 PK0202_MARKER: Z = SEE DESCRIPTION
 PK0202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0202_SP_SET: BUILDING WALL
 PK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0202+STABILITY: SURFACE MOTION
 PK0202
 PK0202  HISTORY     - Date     Condition        Report By
 PK0202  HISTORY     - 1972     MONUMENTED       NOS
 PK0202  HISTORY     - 1983     GOOD             NGS
 PK0202
 PK0202                          STATION DESCRIPTION
 PK0202
 PK0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0202'IN AU SABLE.
 PK0202'IN AU SABLE, AT AU SABLE HARBOR, ON THE SOUTH SIDE OF THE AU SABLE
 PK0202'RIVER AND ABOUT 46 METERS (150 FEET) EAST OF HIGHWAY 23.  ALSO ABOUT
 PK0202'92 METERS (300 FEET) SOUTH-SOUTHEAST OF SOUTHEAST ABUTMENT OF HIGHWAY
 PK0202'BRIDGE OVER THE AU SABLE RIVER.  NOTE, A BRASS PLUG SET VERTICALLY IN
 PK0202'WEST FACE AND ABOUT 0.2 METER (0.7 FT) SOUTH OF NORTHWEST CORNER OF A
 PK0202'CONCRETE BLOCK BUILDING (BUNYAN TOWN MARINA).
 PK0202'THE MARK IS 1.3 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0200 ***********************************************************************
 PK0200  DESIGNATION -  907 5056 F
 PK0200  PID         -  PK0200
 PK0200  STATE/COUNTY-  MI/IOSCO
 PK0200  COUNTRY     -  US
 PK0200  USGS QUAD   -  OSCODA (2017)
 PK0200
 PK0200                         *CURRENT SURVEY CONTROL
 PK0200  ______________________________________________________________________
 PK0200* NAD 83(1986) POSITION- 44 24 21.     (N) 083 19 28.     (W)   SCALED
 PK0200* NAVD 88 ORTHO HEIGHT -   177.287 (meters)      581.65  (feet) ADJUSTED
 PK0200  ______________________________________________________________________
 PK0200  GEOID HEIGHT    -        -35.317 (meters)                     GEOID18
 PK0200  DYNAMIC HEIGHT  -        177.269 (meters)      581.59  (feet) COMP
 PK0200  MODELED GRAVITY -    980,513.2   (mgal)                       NAVD 88
 PK0200
 PK0200  VERT ORDER      -  FIRST     CLASS II
 PK0200
 PK0200.The horizontal coordinates were scaled from a map and have
 PK0200.an estimated accuracy of +/- 6 seconds.
 PK0200
 PK0200.The orthometric height was determined by differential leveling and
 PK0200.adjusted by the NATIONAL GEODETIC SURVEY
 PK0200.in June 1991.
 PK0200
 PK0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0200.GEOID18 height accuracy estimate available here.
 PK0200
 PK0200.Click photographs - Photos may exist for this station.
 PK0200
 PK0200.The dynamic height is computed by dividing the NAVD 88
 PK0200.geopotential number by the normal gravity value computed on the
 PK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0200.degrees latitude (g = 980.6199 gals.).
 PK0200
 PK0200.The modeled gravity was interpolated from observed gravity values.
 PK0200
 PK0200;                    North         East    Units  Estimated Accuracy
 PK0200;SPC MI C     -   121,560.    6,083,020.      MT  (+/- 180 meters Scaled)
 PK0200
 PK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149195(NAD 83)
 PK0200
 PK0200                          SUPERSEDED SURVEY CONTROL
 PK0200
 PK0200.No superseded survey control is available for this station.
 PK0200
 PK0200
 PK0200  HISTORY     - Date     Condition        Report By
 PK0200  HISTORY     - 1983     MONUMENTED       NOS
 PK0200  HISTORY     - 1983     GOOD             NGS
 PK0200  HISTORY     - 20171026 MARK NOT FOUND   WHG
 PK0200
 PK0200                          STATION DESCRIPTION
 PK0200
 PK0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0200'IN OSCODA.
 PK0200'IN OSCODA, LOCATED 0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM
 PK0200'THE CENTER OF THE BRIDGE OVER THE AU SABLE RIVER AT SMITH STREET
 PK0200'LEADING EAST TO THE DEPARTMENT OF NATURAL RESOURCES PARKING LOT, A
 PK0200'STAINLESS STEEL ROD OF UNKNOWN LENGTH RECESSED 0.3 METER (1.0 FT)
 PK0200'BELOW THE GROUND LEVEL.  THE POINT LEVELED TO WILL BE THE TOP OF A
 PK0200'STAINLESS STEEL STUD SCREWED IN TOP OF THE ROD, 42.67 METERS
 PK0200'(140.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 23, 26.3 METERS
 PK0200'(86.3 FT) NORTHEAST OF A POWERLINE POLE, 32.3 METERS (106.0 FT) NORTH
 PK0200'OF THE CENTER OF SMITH STREET, 16.3 METERS (53.5 FT) EAST OF THE
 PK0200'CENTER OF A GRAVEL ROAD LEADING NORTH, 55.32 METERS (181.5 FT) WEST OF
 PK0200'THE CENTER OF A BLACK TOP STREET LEADING NORTH TO THE MAIN PIER
 PK0200'MARINA, AND 0.70 METER (2.3 FT) WEST OF THE NORTHWEST CORNER OF A
 PK0200'CREAM COLORED BUILDING AND IN LINE WITH THE NORTH FACE OF THE
 PK0200'BUILDING.
 PK0200'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 PK0200
 PK0200                          STATION RECOVERY (2017)
 PK0200
 PK0200'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 PK0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0207 ***********************************************************************
 PK0207  DESIGNATION -  907 5056 MARINA
 PK0207  PID         -  PK0207
 PK0207  STATE/COUNTY-  MI/IOSCO
 PK0207  COUNTRY     -  US
 PK0207  USGS QUAD   -  OSCODA (2017)
 PK0207
 PK0207                         *CURRENT SURVEY CONTROL
 PK0207  ______________________________________________________________________
 PK0207* NAD 83(1986) POSITION- 44 24 24.     (N) 083 19 28.     (W)   SCALED
 PK0207* NAVD 88 ORTHO HEIGHT -   177.522 (meters)      582.42  (feet) ADJUSTED
 PK0207  ______________________________________________________________________
 PK0207  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 PK0207  DYNAMIC HEIGHT  -        177.504 (meters)      582.36  (feet) COMP
 PK0207  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PK0207
 PK0207  VERT ORDER      -  FIRST     CLASS II
 PK0207
 PK0207.The horizontal coordinates were scaled from a map and have
 PK0207.an estimated accuracy of +/- 6 seconds.
 PK0207
 PK0207.The orthometric height was determined by differential leveling and
 PK0207.adjusted by the NATIONAL GEODETIC SURVEY
 PK0207.in June 1991.
 PK0207
 PK0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0207.GEOID18 height accuracy estimate available here.
 PK0207
 PK0207.Click photographs - Photos may exist for this station.
 PK0207
 PK0207.The dynamic height is computed by dividing the NAVD 88
 PK0207.geopotential number by the normal gravity value computed on the
 PK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0207.degrees latitude (g = 980.6199 gals.).
 PK0207
 PK0207.The modeled gravity was interpolated from observed gravity values.
 PK0207
 PK0207;                    North         East    Units  Estimated Accuracy
 PK0207;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0207
 PK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0207
 PK0207                          SUPERSEDED SURVEY CONTROL
 PK0207
 PK0207.No superseded survey control is available for this station.
 PK0207
 PK0207_PROJECTION: FLUSH
 PK0207_ROD/PIPE-DEPTH: 4.6 meters
 PK0207
 PK0207  HISTORY     - Date     Condition        Report By
 PK0207  HISTORY     - 1960     MONUMENTED       USLS
 PK0207  HISTORY     - 1983     GOOD             NGS
 PK0207  HISTORY     - 20171026 MARK NOT FOUND   WHG
 PK0207
 PK0207                          STATION DESCRIPTION
 PK0207
 PK0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0207'IN AU SABLE.
 PK0207'IN AU SABLE, AT THE AU SABLE HARBOR, ON PROPERTY OF MAIN PIER MARINA,
 PK0207'ABOUT 27.0 METERS (90 FEET) EAST OF A LAGOON AND WATER GAGE NUMBER 907
 PK0207'5056, AT THE SOUTHEAST CORNER OF WESTERNMOST ONE OF TWO BUILDINGS OF
 PK0207'MAIN PIER MARINA, BUILDING LOOKS LIKE A TWO CAR GARAGE (NOW USED FOR
 PK0207'OUTBOARD MOTOR SERVICE), 7.6 METERS (25.0 FT) NORTHEAST OF NORTHEAST
 PK0207'CORNER OF A RANCH TYPE RESIDENCE, 0.61 METER (2.1 FT) SOUTH-SOUTHWEST
 PK0207'OF SOUTHEAST CORNER OF GARAGE TYPE BUILDING, AND 1.8 METERS (6.0 FT)
 PK0207'WEST OF WEST FACE OF MAIN PIER MARINA (MAIN BUILDING).
 PK0207'THE MARK IS 0.15 M BELOW GROUND LEVEL.
 PK0207
 PK0207                          STATION RECOVERY (2017)
 PK0207
 PK0207'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 PK0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0201 ***********************************************************************
 PK0201  DESIGNATION -  907 5056 OSCODA
 PK0201  PID         -  PK0201
 PK0201  STATE/COUNTY-  MI/IOSCO
 PK0201  COUNTRY     -  US
 PK0201  USGS QUAD   -  OSCODA (2017)
 PK0201
 PK0201                         *CURRENT SURVEY CONTROL
 PK0201  ______________________________________________________________________
 PK0201* NAD 83(1986) POSITION- 44 24 24.     (N) 083 19 28.     (W)   SCALED
 PK0201* NAVD 88 ORTHO HEIGHT -   177.525 (meters)      582.43  (feet) ADJUSTED
 PK0201  ______________________________________________________________________
 PK0201  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 PK0201  DYNAMIC HEIGHT  -        177.507 (meters)      582.37  (feet) COMP
 PK0201  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PK0201
 PK0201  VERT ORDER      -  FIRST     CLASS II
 PK0201
 PK0201.The horizontal coordinates were scaled from a map and have
 PK0201.an estimated accuracy of +/- 6 seconds.
 PK0201
 PK0201.The orthometric height was determined by differential leveling and
 PK0201.adjusted by the NATIONAL GEODETIC SURVEY
 PK0201.in June 1991.
 PK0201
 PK0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0201.GEOID18 height accuracy estimate available here.
 PK0201
 PK0201.Click photographs - Photos may exist for this station.
 PK0201
 PK0201.The dynamic height is computed by dividing the NAVD 88
 PK0201.geopotential number by the normal gravity value computed on the
 PK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0201.degrees latitude (g = 980.6199 gals.).
 PK0201
 PK0201.The modeled gravity was interpolated from observed gravity values.
 PK0201
 PK0201;                    North         East    Units  Estimated Accuracy
 PK0201;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0201
 PK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0201
 PK0201                          SUPERSEDED SURVEY CONTROL
 PK0201
 PK0201.No superseded survey control is available for this station.
 PK0201
 PK0201_MARKER: I = METAL ROD
 PK0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0201_PROJECTION: FLUSH
 PK0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0201_ROD/PIPE-DEPTH: 4.6 meters
 PK0201
 PK0201  HISTORY     - Date     Condition        Report By
 PK0201  HISTORY     - 1972     MONUMENTED       NOS
 PK0201  HISTORY     - 1983     GOOD             NGS
 PK0201
 PK0201                          STATION DESCRIPTION
 PK0201
 PK0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0201'IN AU SABLE.
 PK0201'IN AU SABLE, AT AU SABLE HARBOR, ON SOUTH SIDE OF AU SABLE RIVER AND
 PK0201'ABOUT 61 METERS (200 FEET) EAST OF U.S. HIGHWAY 23, ABOUT 76 METERS
 PK0201'(250 FEET) SOUTH OF BUNYAN TOWN MARINA, 27.4 METERS (90.0 FT) EAST OF
 PK0201'APPROXIMATE CENTER OF A DRIVE LEADING NORTH TO BUNYAN TOWN MARINA,
 PK0201'31.7 METERS (104.0 FT) WEST OF SOUTHWEST CORNER OF DWELLING CHATEAU
 PK0201'SENSOR, 0.30 METER (1.0 FT) NORTH OF A UTILITY POLE, AND 20.3 METERS
 PK0201'(66.7 FT) SOUTH OF SOUTH EDGE OF BOAT SLIPS.
 PK0201'THE MARK IS 0.31 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0206 ***********************************************************************
 PK0206  DESIGNATION -  907 5056 WEAVERS
 PK0206  PID         -  PK0206
 PK0206  STATE/COUNTY-  MI/IOSCO
 PK0206  COUNTRY     -  US
 PK0206  USGS QUAD   -  OSCODA (2017)
 PK0206
 PK0206                         *CURRENT SURVEY CONTROL
 PK0206  ______________________________________________________________________
 PK0206* NAD 83(1986) POSITION- 44 24 24.     (N) 083 19 28.     (W)   SCALED
 PK0206* NAVD 88 ORTHO HEIGHT -   177.220 (meters)      581.43  (feet) ADJUSTED
 PK0206  ______________________________________________________________________
 PK0206  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 PK0206  DYNAMIC HEIGHT  -        177.202 (meters)      581.37  (feet) COMP
 PK0206  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PK0206
 PK0206  VERT ORDER      -  FIRST     CLASS II
 PK0206
 PK0206.The horizontal coordinates were scaled from a map and have
 PK0206.an estimated accuracy of +/- 6 seconds.
 PK0206
 PK0206.The orthometric height was determined by differential leveling and
 PK0206.adjusted by the NATIONAL GEODETIC SURVEY
 PK0206.in June 1991.
 PK0206
 PK0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0206.GEOID18 height accuracy estimate available here.
 PK0206
 PK0206.Click photographs - Photos may exist for this station.
 PK0206
 PK0206.The dynamic height is computed by dividing the NAVD 88
 PK0206.geopotential number by the normal gravity value computed on the
 PK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0206.degrees latitude (g = 980.6199 gals.).
 PK0206
 PK0206.The modeled gravity was interpolated from observed gravity values.
 PK0206
 PK0206;                    North         East    Units  Estimated Accuracy
 PK0206;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0206
 PK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0206
 PK0206                          SUPERSEDED SURVEY CONTROL
 PK0206
 PK0206.No superseded survey control is available for this station.
 PK0206
 PK0206_MARKER: I = METAL ROD
 PK0206_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0206_PROJECTION: FLUSH
 PK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0206+STABILITY: SURFACE MOTION
 PK0206_ROD/PIPE-DEPTH: 3.0 meters
 PK0206
 PK0206  HISTORY     - Date     Condition        Report By
 PK0206  HISTORY     - 1972     MONUMENTED       NOS
 PK0206  HISTORY     - 1983     GOOD             NGS
 PK0206
 PK0206                          STATION DESCRIPTION
 PK0206
 PK0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0206'IN AU SABLE.
 PK0206'IN AU SABLE, AT THE AU SABLE HARBOR, ABOUT 46 METERS (150 FEET) SOUTH
 PK0206'OF THE SOUTH FACE OF THE MAIN PIER MARINA BUILDING, AT THE NORTHEAST
 PK0206'CORNER OF AN EAST-WEST BOAT RAMP, ON PROPERTY OF MAIN PIER MARINA,
 PK0206'ALSO ABOUT 61 METERS (200 FEET) SOUTH OF SOUTH SIDE OF AU SABLE RIVER,
 PK0206'0.61 METER (2.0 FT) SOUTH AND IN LINE WITH EAST FACE OF DWELLING
 PK0206'CHATEAU TOM, 11.0 METERS (36.0 FT) NORTH-NORTHWEST OF NORTHEAST CORNER
 PK0206'OF A BOAT RAMP, AND 20.7 METERS (68.0 FT) EAST OF EAST SIDE OF A
 PK0206'LAGOON.
 PK0206'THE MARK IS 0.31 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3987 ***********************************************************************
 DS3987  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3987  DESIGNATION -  907 5057 H
 DS3987  PID         -  DS3987
 DS3987  STATE/COUNTY-  MI/ALCONA
 DS3987  COUNTRY     -  US
 DS3987  USGS QUAD   -  BLACK RIVER (2017)
 DS3987
 DS3987                         *CURRENT SURVEY CONTROL
 DS3987  ______________________________________________________________________
 DS3987* NAD 83(2011) POSITION- 44 48 58.00551(N) 083 18 00.40471(W)   ADJUSTED
 DS3987* NAD 83(2011) ELLIP HT-   141.881 (meters)        (12/02/25)   ADJUSTED
 DS3987* NAD 83(2011) EPOCH   -  2010.00
 DS3987* NAVD 88 ORTHO HEIGHT -   178.02  (meters)      584.1   (feet) GPS OBS
 DS3987  ______________________________________________________________________
 DS3987  GEOID HEIGHT    -        -36.133 (meters)                     GEOID18
 DS3987  NAD 83(2011) X  -    528,756.753 (meters)                     COMP
 DS3987  NAD 83(2011) Y  - -4,501,167.935 (meters)                     COMP
 DS3987  NAD 83(2011) Z  -  4,472,975.239 (meters)                     COMP
 DS3987  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DS3987
 DS3987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3987  Standards:
 DS3987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3987  -------------------------------------------------------------------
 DS3987  NETWORK    0.48   0.88           0.22   0.17   0.45     -0.00955683
 DS3987  -------------------------------------------------------------------
 DS3987  Click here for local accuracies and other accuracy information.
 DS3987
 DS3987.The horizontal coordinates were established by GPS observations
 DS3987.and adjusted by the National Geodetic Survey in December 2025.
 DS3987
 DS3987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3987.been affixed to the stable North American tectonic plate. See 
 DS3987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3987
 DS3987.The horizontal coordinates are valid at the epoch date displayed above
 DS3987.which is a decimal equivalence of Year/Month/Day.
 DS3987
 DS3987.The orthometric height was determined by GPS observations and a
 DS3987.high-resolution geoid model using precise GPS observation and
 DS3987.processing techniques.
 DS3987
 DS3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3987.GEOID18 height accuracy estimate available here.
 DS3987
 DS3987.Click photographs - Photos may exist for this station.
 DS3987
 DS3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3987
 DS3987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3987
 DS3987.The ellipsoidal height was determined by GPS observations
 DS3987.and is referenced to NAD 83.
 DS3987
 DS3987. The following values were computed from the NAD 83(2011) position.
 DS3987
 DS3987;                    North         East     Units Scale Factor Converg.
 DS3987;SPC MI C     -   167,172.846 6,084,353.392   MT  0.99991516   +0 45 12.3
 DS3987;SPC MI C     -   548,467.34 19,961,789.34   iFT  0.99991516   +0 45 12.3
 DS3987;UTM  17      - 4,965,096.805   318,136.648   MT  1.00000672   -1 37 17.9
 DS3987
 DS3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3987!SPC MI C     -   0.99997775  x   0.99991516  =   0.99989292
 DS3987!UTM  17      -   0.99997775  x   1.00000672  =   0.99998447
 DS3987
 DS3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1813665096(NAD 83)
 DS3987
 DS3987                          SUPERSEDED SURVEY CONTROL
 DS3987
 DS3987.No superseded survey control is available for this station.
 DS3987
 DS3987_MARKER: DJ = TIDAL STATION DISK
 DS3987_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3987+WITH SETTING: PAVEMENT
 DS3987_SP_SET: SET IN A CONCRETE PAD
 DS3987_STAMPING: 5057 H 2019
 DS3987_MARK LOGO: NOS
 DS3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3987+STABILITY: SURFACE MOTION
 DS3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3987+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DS3987
 DS3987  HISTORY     - Date     Condition        Report By
 DS3987  HISTORY     - 2019     MONUMENTED       NOS
 DS3987  HISTORY     - 20220818 GOOD             NGS
 DS3987
 DS3987                          STATION DESCRIPTION
 DS3987
 DS3987'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3987'LOCATED IN ALCONA COUNTY, MI.
 DS3987'
 DS3987'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTH OF HARRISVILLE, 10.6
 DS3987'MI (17.1 KM) NORTH-NORTHEAST OF LINCOLN, 9.2 MI (14.8 KM) SOUTHEAST OF
 DS3987'OSSINEKE, 8.4 MI (13.5 KM) EAST-SOUTHEAST OF SPRUCE AND IN THE TOWN OF
 DS3987'BLACK RIVER, MI.
 DS3987'
 DS3987'IN BLACK RIVER, MI, THE BENCH MARK IS A BRASS DISK SET ON A CONCRETE
 DS3987'PAD IN THE EAST END OF THE BLACK RIVER LANDING PARK, 36.0 M (118.1 FT)
 DS3987'EAST OF A SIGN LABELED "NO OVERSIZED VEHICLES", 15.2 M (49.9 FT) SOUTH
 DS3987'OF A BLACK RIVER HISTORICAL SIGN AND 7.3 M (24.0 FT) WEST OF THE SOUTH
 DS3987'LEG OF A PARK BENCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0229 ***********************************************************************
 PK0229  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PK0229  DESIGNATION -  907 5059 ALCONA
 PK0229  PID         -  PK0229
 PK0229  STATE/COUNTY-  MI/ALCONA
 PK0229  COUNTRY     -  US
 PK0229  USGS QUAD   -  HARRISVILLE (2017)
 PK0229
 PK0229                         *CURRENT SURVEY CONTROL
 PK0229  ______________________________________________________________________
 PK0229* NAD 83(1986) POSITION- 44 39 24.     (N) 083 17 21.     (W)   SCALED
 PK0229* NAVD 88 ORTHO HEIGHT -   187.349 (meters)      614.66  (feet) ADJUSTED
 PK0229  ______________________________________________________________________
 PK0229  GEOID HEIGHT    -        -35.887 (meters)                     GEOID18
 PK0229  DYNAMIC HEIGHT  -        187.329 (meters)      614.60  (feet) COMP
 PK0229  MODELED GRAVITY -    980,510.9   (mgal)                       NAVD 88
 PK0229
 PK0229  VERT ORDER      -  FIRST     CLASS II
 PK0229
 PK0229.The horizontal coordinates were scaled from a map and have
 PK0229.an estimated accuracy of +/- 6 seconds.
 PK0229
 PK0229.The orthometric height was determined by differential leveling and
 PK0229.adjusted by the NATIONAL GEODETIC SURVEY
 PK0229.in June 1991.
 PK0229
 PK0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0229.GEOID18 height accuracy estimate available here.
 PK0229
 PK0229.This Water Level Mark is designated as VM 13067
 PK0229.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PK0229
 PK0229.Click photographs - Photos may exist for this station.
 PK0229
 PK0229.The dynamic height is computed by dividing the NAVD 88
 PK0229.geopotential number by the normal gravity value computed on the
 PK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0229.degrees latitude (g = 980.6199 gals.).
 PK0229
 PK0229.The modeled gravity was interpolated from observed gravity values.
 PK0229
 PK0229;                    North         East    Units  Estimated Accuracy
 PK0229;SPC MI C     -   149,470.    6,085,450.      MT  (+/- 180 meters Scaled)
 PK0229
 PK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185473(NAD 83)
 PK0229
 PK0229                          SUPERSEDED SURVEY CONTROL
 PK0229
 PK0229.No superseded survey control is available for this station.
 PK0229
 PK0229_MARKER: I = METAL ROD
 PK0229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0229_PROJECTION: RECESSED 15 CENTIMETERS
 PK0229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0229+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0229_ROD/PIPE-DEPTH: 5.5 meters
 PK0229
 PK0229  HISTORY     - Date     Condition        Report By
 PK0229  HISTORY     - 1960     MONUMENTED       USLS
 PK0229  HISTORY     - 1983     GOOD             NGS
 PK0229  HISTORY     - 19941010 GOOD             NOS
 PK0229  HISTORY     - 20050731 GOOD             USPSQD
 PK0229
 PK0229                          STATION DESCRIPTION
 PK0229
 PK0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0229'IN HARRISVILLE.
 PK0229'IN HARRISVILLE, AT THE SOUTHWEST CORNER OF MAIN STREET AND SECOND
 PK0229'STREET, 9.94 METERS (32.6 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 PK0229'11.12 METERS (36.5 FT) WEST OF THE CENTERLINE OF SECOND STREET,
 PK0229'0.91 METER (3.0 FT) WEST OF THE WEST EDGE OF SECOND STREET SIDEWALK,
 PK0229'AND 0.30 METER (1.0 FT) SOUTH OF THE SOUTH EDGE OF MAIN STREET
 PK0229'SIDEWALK.
 PK0229
 PK0229                          STATION RECOVERY (1994)
 PK0229
 PK0229'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0229'IN HARRISVILLE, AT THE SOUTHWEST CORNER OF MAIN STREET AND SECOND
 PK0229'STREET, 9.94 METERS (32.61 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 PK0229'11.12 METERS (36.48 FT) WEST OF THE CENTERLINE OF SECOND STREET, 0.91
 PK0229'METER (2.99 FT) WEST OF THE WEST EDGE OF SECOND STREET SIDEWALK, AND
 PK0229'0.30 METER (0.98 FT) SOUTH OF THE SOUTH EDGE OF MAIN STREET SIDEWALK.
 PK0229
 PK0229                          STATION RECOVERY (2005)
 PK0229
 PK0229'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0234 ***********************************************************************
 PK0234  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PK0234  DESIGNATION -  907 5059 CREEK
 PK0234  PID         -  PK0234
 PK0234  STATE/COUNTY-  MI/ALCONA
 PK0234  COUNTRY     -  US
 PK0234  USGS QUAD   -  HARRISVILLE (2017)
 PK0234
 PK0234                         *CURRENT SURVEY CONTROL
 PK0234  ______________________________________________________________________
 PK0234* NAD 83(1986) POSITION- 44 39 34.5    (N) 083 17 20.4    (W)   HD_HELD2
 PK0234* NAVD 88 ORTHO HEIGHT -   184.952 (meters)      606.80  (feet) ADJUSTED
 PK0234  ______________________________________________________________________
 PK0234  GEOID HEIGHT    -        -35.892 (meters)                     GEOID18
 PK0234  DYNAMIC HEIGHT  -        184.933 (meters)      606.73  (feet) COMP
 PK0234  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 PK0234
 PK0234  VERT ORDER      -  FIRST     CLASS II
 PK0234
 PK0234.The horizontal coordinates were established by autonomous hand held GPS
 PK0234.observations and have an estimated accuracy of +/- 10 meters.
 PK0234
 PK0234.The orthometric height was determined by differential leveling and
 PK0234.adjusted by the NATIONAL GEODETIC SURVEY
 PK0234.in June 1991.
 PK0234
 PK0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0234.GEOID18 height accuracy estimate available here.
 PK0234
 PK0234.This Water Level Mark is designated as VM 13065
 PK0234.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PK0234
 PK0234.Click photographs - Photos may exist for this station.
 PK0234
 PK0234.The dynamic height is computed by dividing the NAVD 88
 PK0234.geopotential number by the normal gravity value computed on the
 PK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0234.degrees latitude (g = 980.6199 gals.).
 PK0234
 PK0234.The modeled gravity was interpolated from observed gravity values.
 PK0234
 PK0234;                    North         East    Units  Estimated Accuracy
 PK0234;SPC MI C     -   149,793.    6,085,463.      MT  (+/- 10 meters HH2 GPS)
 PK0234
 PK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1852647684(NAD 83)
 PK0234
 PK0234                          SUPERSEDED SURVEY CONTROL
 PK0234
 PK0234.No superseded survey control is available for this station.
 PK0234
 PK0234_MARKER: DD = SURVEY DISK
 PK0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0234_SP_SET: STONE WALL
 PK0234_STAMPING: CREEK RCH 1948
 PK0234_MARK LOGO: USLS
 PK0234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0234+STABILITY: SURFACE MOTION
 PK0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0234+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0234
 PK0234  HISTORY     - Date     Condition        Report By
 PK0234  HISTORY     - 1948     MONUMENTED       USLS
 PK0234  HISTORY     - 1983     GOOD             NGS
 PK0234  HISTORY     - 19921105 GOOD             NOS
 PK0234  HISTORY     - 20050731 GOOD             USPSQD
 PK0234
 PK0234                          STATION DESCRIPTION
 PK0234
 PK0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0234'IN HARRISVILLE.
 PK0234'IN HARRISVILLE, ON THE LAKE SIDE OF LAKE STREET, BETWEEN CHURCH STREET
 PK0234'AND MADISON STREET, A DISK SET IN TOP AND 2.3 METERS (7.7 FT) SOUTH OF
 PK0234'NORTH END OF A STONE WALL OVER A CREEK FLOWING UNDER LAKE STREET,
 PK0234'ABOUT 20 METERS (66 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0234'CREEK.
 PK0234'THE MARK IS 0.15 M ABOVE STREET.
 PK0234
 PK0234                          STATION RECOVERY (1992)
 PK0234
 PK0234'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 PK0234'IN HARRISVILLE, ON THE LAKE SIDE OF LAKE STREET, BETWEEN CHURCH STREET
 PK0234'AND MADISON STREET, A DISK SET IN TOP AND 2.3 METERS (7.5 FT) SOUTH OF
 PK0234'NORTH END OF A STONE WALL OVER A CREEK FLOWING UNDER LAKE STREET,
 PK0234'ABOUT 20 METERS (65.6 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0234'CREEK.
 PK0234
 PK0234                          STATION RECOVERY (2005)
 PK0234
 PK0234'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0232 ***********************************************************************
 PK0232  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PK0232  DESIGNATION -  907 5059 CURTIS
 PK0232  PID         -  PK0232
 PK0232  STATE/COUNTY-  MI/ALCONA
 PK0232  COUNTRY     -  US
 PK0232  USGS QUAD   -  HARRISVILLE (2017)
 PK0232
 PK0232                         *CURRENT SURVEY CONTROL
 PK0232  ______________________________________________________________________
 PK0232* NAD 83(1986) POSITION- 44 39 30.     (N) 083 17 18.     (W)   SCALED
 PK0232* NAVD 88 ORTHO HEIGHT -   178.822 (meters)      586.69  (feet) ADJUSTED
 PK0232  ______________________________________________________________________
 PK0232  GEOID HEIGHT    -        -35.890 (meters)                     GEOID18
 PK0232  DYNAMIC HEIGHT  -        178.804 (meters)      586.63  (feet) COMP
 PK0232  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 PK0232
 PK0232  VERT ORDER      -  FIRST     CLASS II
 PK0232
 PK0232.The horizontal coordinates were scaled from a map and have
 PK0232.an estimated accuracy of +/- 6 seconds.
 PK0232
 PK0232.The orthometric height was determined by differential leveling and
 PK0232.adjusted by the NATIONAL GEODETIC SURVEY
 PK0232.in June 1991.
 PK0232
 PK0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0232.GEOID18 height accuracy estimate available here.
 PK0232
 PK0232.This Water Level Mark is designated as VM 13064
 PK0232.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PK0232
 PK0232.Click photographs - Photos may exist for this station.
 PK0232
 PK0232.The dynamic height is computed by dividing the NAVD 88
 PK0232.geopotential number by the normal gravity value computed on the
 PK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0232.degrees latitude (g = 980.6199 gals.).
 PK0232
 PK0232.The modeled gravity was interpolated from observed gravity values.
 PK0232
 PK0232;                    North         East    Units  Estimated Accuracy
 PK0232;SPC MI C     -   149,660.    6,085,520.      MT  (+/- 180 meters Scaled)
 PK0232
 PK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185475(NAD 83)
 PK0232
 PK0232                          SUPERSEDED SURVEY CONTROL
 PK0232
 PK0232.No superseded survey control is available for this station.
 PK0232
 PK0232_MARKER: I = METAL ROD
 PK0232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PK0232+WITH SETTING: INFORMATION.
 PK0232_PROJECTION: FLUSH
 PK0232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0232+STABILITY: SURFACE MOTION
 PK0232_ROD/PIPE-DEPTH: 2.0 meters
 PK0232
 PK0232  HISTORY     - Date     Condition        Report By
 PK0232  HISTORY     - 1948     MONUMENTED       USLS
 PK0232  HISTORY     - 1983     GOOD             NGS
 PK0232  HISTORY     - 19941010 GOOD             NOS
 PK0232
 PK0232                          STATION DESCRIPTION
 PK0232
 PK0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0232'IN HARRISVILLE.
 PK0232'IN HARRISVILLE, JUST SOUTH OF AN EXTENDED LINE OF CHURCH STREET, AT
 PK0232'THE FOOT OF A BANK ON LAKE SIDE OF A LARGE RESIDENCE (PREVIOUSLY OWNED
 PK0232'BY MR. CURTIS), ABOUT 61 METERS (200 FEET) WEST OF THE WATERS EDGE,
 PK0232'0.33 METER (1.1 FT) EAST OF THE SOUTHEAST CORNER OF FIRST CONCRETE
 PK0232'STEP OF A FLIGHT OF STAIRS LEADING TO TOP OF BANK AND RESIDENCE,
 PK0232'0.18 METER (0.6 FT) SOUTH OF SOUTH EDGE OF A SIDEWALK LEADING TO
 PK0232'WATERS EDGE, 5.80 METERS (19.0 FT) SOUTH OF A 20-INCH DIAMETER CEDAR
 PK0232'TREE, AND 1.83 METERS (6.0 FT) EAST-NORTHEAST OF SOUTH END OF METAL
 PK0232'HANDRAIL TO STEP.
 PK0232'THE MARK IS ABOVE LEVEL WITH GROUND.
 PK0232
 PK0232                          STATION RECOVERY (1994)
 PK0232
 PK0232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0232'IN HARRISVILLE, JUST SOUTH OF AN EXTENDED LINE OF CHURCH STREET, AT
 PK0232'THE FOOT OF A BANK ON LAKE SIDE OF A LARGE RESIDENCE (PREVIOUSLY OWNED
 PK0232'BY MR.  CURTIS) , AND NOW ONWED BY A MR.  LEMON.  ABOUT 61 METERS
 PK0232'(200.1 FT) WEST OF THE WATERS EDGE, 0.33 METER (1.08 FT) EAST OF THE
 PK0232'SOUTHEAST CORNER OF FIRST CONCRETE STEP OF A FLIGHT OF STAIRS LEADING
 PK0232'TO TOP OF BANK AND RESIDENCE, 0.18 METER (0.59 FT) SOUTH OF SOUTH EDGE
 PK0232'OF A SIDEWALK LEADING TO WATERS EDGE, 5.80 METERS (19.03 FT) SOUTH OF
 PK0232'A 20-INCH DIAMETER CEDAR TREE, AND 1.83 METERS (6.00 FT)
 PK0232'EAST-NORTHEAST OF SOUTH END OF METAL HANDRAIL TO STEP, BEING HIGHEST
 PK0232'POINT ON TOP OF A 1-INCH DIAMETER IRON BAR, 1.98 METERS (6.50 FT)
 PK0232'LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0233 ***********************************************************************
 PK0233  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PK0233  DESIGNATION -  907 5059 DOCK
 PK0233  PID         -  PK0233
 PK0233  STATE/COUNTY-  MI/ALCONA
 PK0233  COUNTRY     -  US
 PK0233  USGS QUAD   -  HARRISVILLE (2017)
 PK0233
 PK0233                         *CURRENT SURVEY CONTROL
 PK0233  ______________________________________________________________________
 PK0233* NAD 83(2011) POSITION- 44 39 31.99865(N) 083 17 12.85588(W)   ADJUSTED
 PK0233* NAD 83(2011) ELLIP HT-   142.051 (meters)        (06/27/12)   ADJUSTED
 PK0233* NAD 83(2011) EPOCH   -  2010.00
 PK0233* NAVD 88 ORTHO HEIGHT -   177.877 (meters)      583.58  (feet) ADJUSTED
 PK0233  ______________________________________________________________________
 PK0233  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 PK0233  NAD 83(2011) X  -    531,231.981 (meters)                     COMP
 PK0233  NAD 83(2011) Y  - -4,513,259.690 (meters)                     COMP
 PK0233  NAD 83(2011) Z  -  4,460,564.193 (meters)                     COMP
 PK0233  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PK0233  DYNAMIC HEIGHT  -        177.859 (meters)      583.53  (feet) COMP
 PK0233  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 PK0233  OBS GRAVITY     -    980,514.8   (mgal)                       GRAV_OBS
 PK0233
 PK0233  VERT ORDER      -  FIRST     CLASS II
 PK0233
 PK0233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PK0233  Standards:
 PK0233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PK0233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PK0233  -------------------------------------------------------------------
 PK0233  NETWORK    0.39   1.22           0.17   0.15   0.62     -0.02937181
 PK0233  -------------------------------------------------------------------
 PK0233  Click here for local accuracies and other accuracy information.
 PK0233
 PK0233.The horizontal coordinates were established by GPS observations
 PK0233.and adjusted by the National Geodetic Survey in June 2012.
 PK0233
 PK0233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PK0233.been affixed to the stable North American tectonic plate. See 
 PK0233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PK0233
 PK0233.The horizontal coordinates are valid at the epoch date displayed above
 PK0233.which is a decimal equivalence of Year/Month/Day.
 PK0233
 PK0233.The orthometric height was determined by differential leveling and
 PK0233.adjusted by the NATIONAL GEODETIC SURVEY
 PK0233.in June 1991.
 PK0233
 PK0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0233.GEOID18 height accuracy estimate available here.
 PK0233
 PK0233.This Water Level Mark is designated as VM 13062
 PK0233.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PK0233
 PK0233.Click photographs - Photos may exist for this station.
 PK0233
 PK0233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0233
 PK0233.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0233
 PK0233.The ellipsoidal height was determined by GPS observations
 PK0233.and is referenced to NAD 83.
 PK0233
 PK0233.The dynamic height is computed by dividing the NAVD 88
 PK0233.geopotential number by the normal gravity value computed on the
 PK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0233.degrees latitude (g = 980.6199 gals.).
 PK0233
 PK0233.The modeled gravity was interpolated from observed gravity values.
 PK0233
 PK0233.The observed gravity was obtained from relative gravimeter ties
 PK0233.to the IGSN71 gravity network.
 PK0233
 PK0233. The following values were computed from the NAD 83(2011) position.
 PK0233
 PK0233;                    North         East     Units Scale Factor Converg.
 PK0233;SPC MI C     -   149,717.832 6,085,630.515   MT  0.99992497   +0 45 45.9
 PK0233;SPC MI C     -   491,200.24 19,965,979.38   iFT  0.99992497   +0 45 45.9
 PK0233;UTM  17      - 4,947,602.378   318,690.052   MT  1.00000427   -1 36 28.3
 PK0233
 PK0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0233!SPC MI C     -   0.99997773  x   0.99992497  =   0.99990270
 PK0233!UTM  17      -   0.99997773  x   1.00000427  =   0.99998200
 PK0233
 PK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1869047602(NAD 83)
 PK0233
 PK0233                          SUPERSEDED SURVEY CONTROL
 PK0233
 PK0233  NAD 83(2007)-  44 39 31.99892(N)    083 17 12.85675(W) AD(2002.00) 0
 PK0233  ELLIP H (02/10/07)  142.074  (m)                       GP(2002.00)    
 PK0233  ELLIP H (07/12/02)  142.077  (m)                       GP(       ) 4 2
 PK0233  NAD 83(1994)-  44 39 31.99904(N)    083 17 12.85699(W) AD(       ) B
 PK0233  ELLIP H (09/20/95)  142.067  (m)                       GP(       ) 1 2
 PK0233  NAVD 88             177.88   (m)          583.6    (f) LEVELING    3  
 PK0233
 PK0233.Superseded values are not recommended for survey control.
 PK0233
 PK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0233.See file dsdata.pdf to determine how the superseded data were derived.
 PK0233
 PK0233_MARKER: DD = SURVEY DISK
 PK0233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0233+WITH SETTING: PAVEMENT
 PK0233_SP_SET: DOCK ABUTMENT
 PK0233_STAMPING: DOCK USLS 1961
 PK0233_MARK LOGO: USACE
 PK0233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0233+STABILITY: SURFACE MOTION
 PK0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0233+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 PK0233
 PK0233  HISTORY     - Date     Condition        Report By
 PK0233  HISTORY     - 1961     MONUMENTED       USACE
 PK0233  HISTORY     - 1983     GOOD             NGS
 PK0233  HISTORY     - 19940520 GOOD             NGS
 PK0233  HISTORY     - 19941010 GOOD             NOS
 PK0233  HISTORY     - 19950923 GOOD             NOS
 PK0233  HISTORY     - 20050731 GOOD             USPSQD
 PK0233  HISTORY     - 20150806 GOOD             NGS
 PK0233
 PK0233                          STATION DESCRIPTION
 PK0233
 PK0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0233'IN HARRISVILLE.
 PK0233'IN HARRISVILLE, AT THE HARRISVILLE WATER COMMISSION PUBLIC DOCK WHICH
 PK0233'IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH STREET, A
 PK0233'DISK SET IN TOP OF THE SOUTH END OF CONCRETE ABUTMENT OF DOCK, AT
 PK0233'ENTRANCE TO THE BOARDWALK OF THE DOCK.
 PK0233
 PK0233                          STATION RECOVERY (1994)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PK0233'STATION IS LOCATED IN QUAD 440831, IN THE TOWN OF HARRISVILLE, AND IN
 PK0233'THE SOUTHEAST 1/4 OF SECTION 12, T 26 N, R 9 E, HARRISVILLE TOWNSHIP
 PK0233'AND ON PROPERTY OF THE HARRISVILLE WATER COMMISSION.  OWNERSHIP--TOWN
 PK0233'OF HARRISVILLE.  STATION IS AT THE HARRISVILLE WATER COMMISSION PUBLIC
 PK0233'DOCK WHICH IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH
 PK0233'STREET.  A U.S.  ARMY CORPS OF ENGINEERS STANDARD DISK SET IN THE
 PK0233'SOUTH END OF THE CONCRETE ABUTMENT OF THE DOCK, AT THE ENTRANCE TO THE
 PK0233'BOARDWALK OF THE DOCK.  STATION MARK IS A DISK SET IN THE SOUTH END OF
 PK0233'THE CONCRETE ABUTMENT OF THE DOCK.  NOTE--PERMISSION MAY BE OBTAINED
 PK0233'FROM THE HARBOR MASTER LOCATED AT THE STATION TO DRIVE VEHICLE ACROSS
 PK0233'AND DOWN SIDEWALK TO STATION.  OTHERWISE YOU WILL HAVE TO PACK
 PK0233'INSTRUMENT ABOUT 150 FT (45.7 M) FROM THE PARKING AREA TO THE STATION.
 PK0233
 PK0233                          STATION RECOVERY (1994)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0233'IN HARRISVILLE, AT THE HARRISVILLE WATER COMMISSION PUBLIC DOCK WHICH
 PK0233'IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH STREET, A
 PK0233'DISK SET IN TOP OF THE SOUTH END OF CONCRETE ABUTMENT OF DOCK, AT
 PK0233'ENTRANCE TO THE BOARDWALK OF THE DOCK, 37.10 METERS (121.72 FT) EAST
 PK0233'OF SOUTHEAST CORNER OF HARBOR MASTER BUILDING, 1.65 METERS (5.41 FT)
 PK0233'SOUTH OF THE CENTERLINE OF THE CEMENT WALK LEADING TO DOCKS.
 PK0233
 PK0233                          STATION RECOVERY (1995)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 PK0233'RECOVERED AS DESCRIBED.
 PK0233
 PK0233                          STATION RECOVERY (2005)
 PK0233
 PK0233'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0233'RECOVERED IN GOOD CONDITION.
 PK0233
 PK0233                          STATION RECOVERY (2015)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 PK0233'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0231 ***********************************************************************
 PK0231  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PK0231  DESIGNATION -  907 5059 SUMP
 PK0231  PID         -  PK0231
 PK0231  STATE/COUNTY-  MI/ALCONA
 PK0231  COUNTRY     -  US
 PK0231  USGS QUAD   -  HARRISVILLE (2017)
 PK0231
 PK0231                         *CURRENT SURVEY CONTROL
 PK0231  ______________________________________________________________________
 PK0231* NAD 83(1986) POSITION- 44 39 32.1    (N) 083 17 17.6    (W)   HD_HELD2
 PK0231* NAVD 88 ORTHO HEIGHT -   182.755 (meters)      599.59  (feet) ADJUSTED
 PK0231  ______________________________________________________________________
 PK0231  GEOID HEIGHT    -        -35.891 (meters)                     GEOID18
 PK0231  DYNAMIC HEIGHT  -        182.736 (meters)      599.53  (feet) COMP
 PK0231  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 PK0231
 PK0231  VERT ORDER      -  FIRST     CLASS II
 PK0231
 PK0231.The horizontal coordinates were established by autonomous hand held GPS
 PK0231.observations and have an estimated accuracy of +/- 10 meters.
 PK0231
 PK0231.The orthometric height was determined by differential leveling and
 PK0231.adjusted by the NATIONAL GEODETIC SURVEY
 PK0231.in March 1997.
 PK0231
 PK0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0231.GEOID18 height accuracy estimate available here.
 PK0231
 PK0231.This Water Level Mark is designated as VM 13063
 PK0231.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PK0231
 PK0231.Click photographs - Photos may exist for this station.
 PK0231
 PK0231.The dynamic height is computed by dividing the NAVD 88
 PK0231.geopotential number by the normal gravity value computed on the
 PK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0231.degrees latitude (g = 980.6199 gals.).
 PK0231
 PK0231.The modeled gravity was interpolated from observed gravity values.
 PK0231
 PK0231;                    North         East    Units  Estimated Accuracy
 PK0231;SPC MI C     -   149,720.    6,085,526.      MT  (+/- 10 meters HH2 GPS)
 PK0231
 PK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1858547608(NAD 83)
 PK0231
 PK0231                          SUPERSEDED SURVEY CONTROL
 PK0231
 PK0231  NAVD 88 (06/15/91)  182.764  (m)          599.62   (f) SUPERSEDED  1 2
 PK0231
 PK0231.Superseded values are not recommended for survey control.
 PK0231
 PK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0231.See file dsdata.pdf to determine how the superseded data were derived.
 PK0231
 PK0231_MARKER: Q = CHISELED SQUARE
 PK0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0231_SP_SET: SUMP
 PK0231_MARK LOGO: NONE
 PK0231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0231
 PK0231  HISTORY     - Date     Condition        Report By
 PK0231  HISTORY     - 1961     MONUMENTED       USLS
 PK0231  HISTORY     - 1983     GOOD             NGS
 PK0231  HISTORY     - 19941010 GOOD             NOS
 PK0231  HISTORY     - 19950923 GOOD             NOS
 PK0231  HISTORY     - 20050731 GOOD             USPSQD
 PK0231
 PK0231                          STATION DESCRIPTION
 PK0231
 PK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0231'IN HARRISVILLE.
 PK0231'IN HARRISVILLE, NEAR THE SOUTHEAST CORNER OF PARKING LOT AT THE
 PK0231'HARRISVILLE WATER COMMISSION PUBLIC DOCK, ON THE NORTH SIDE OF A ROAD
 PK0231'LEADING FROM LAKE STREET TO THE DOCK, A CHISELED SQUARE NEAR THE
 PK0231'SOUTHWEST CORNER OF A 6 FEET BY 4 FEET CONCRETE SUMP CONTAINING A
 PK0231'WATER VALVE, 6.10 METERS (20.0 FT) NORTH OF APPROXIMATE CENTER OF ROAD
 PK0231'LEADING TO DOCK, 3.35 METERS (11.0 FT) SOUTH-SOUTHWEST OF SOUTHWEST
 PK0231'CORNER OF A TELEPHONE BOOTH, 1.83 METERS (6.0 FT) WEST OF A SIGN (NO
 PK0231'PARKING IN DRIVEWAY), AND 0.18 METER (0.6 FT) EAST OF THE WEST EDGE OF
 PK0231'SUMP.
 PK0231'THE MARK IS 0.45 M ABOVE ROAD.
 PK0231
 PK0231                          STATION RECOVERY (1994)
 PK0231
 PK0231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0231'IN HARRISVILLE, NEAR THE SOUTHEAST CORNER OF PARKING LOT AT THE
 PK0231'HARRISVILLE WATER COMMISSION PUBLIC DOCK, ON THE NORTH SIDE OF A ROAD
 PK0231'LEADING FROM LAKE STREET TO THE DOCK, A CHISELED SQUARE NEAR THE
 PK0231'SOUTHWEST CORNER OF A 6 FEET (1.8 M) BY 4 FEET (1.2 M) CONCRETE SUMP
 PK0231'CONTAINING A WATER VALVE, 6.10 METERS (20.01 FT) NORTH OF APPROXIMATE
 PK0231'CENTER OF ROAD LEADING TO DOCK.  6.8 METERS (22.3 FT) SOUTHWEST OF A
 PK0231'GRANITE MONUMENT FOR DAVID ALAN SHAW.  AND 0.18 METER (0.59 FT) EAST
 PK0231'OF THE WEST EDGE OF SUMP.
 PK0231
 PK0231                          STATION RECOVERY (1995)
 PK0231
 PK0231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 PK0231'RECOVERED AS DESCRIBED.
 PK0231
 PK0231                          STATION RECOVERY (2005)
 PK0231
 PK0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9579 ***********************************************************************
 DR9579  DESIGNATION -  907 5065 ALPENA 3
 DR9579  PID         -  DR9579
 DR9579  STATE/COUNTY-  MI/ALPENA
 DR9579  COUNTRY     -  US
 DR9579  USGS QUAD   -  ALPENA (2017)
 DR9579
 DR9579                         *CURRENT SURVEY CONTROL
 DR9579  ______________________________________________________________________
 DR9579* NAD 83(1986) POSITION- 45 03 46.89   (N) 083 25 42.84   (W)   HD_HELD1
 DR9579* NAVD 88 ORTHO HEIGHT -   177.854 (meters)      583.51  (feet) ADJUSTED
 DR9579  ______________________________________________________________________
 DR9579  GEOID HEIGHT    -        -36.542 (meters)                     GEOID18
 DR9579  DYNAMIC HEIGHT  -        177.841 (meters)      583.47  (feet) COMP
 DR9579  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 DR9579
 DR9579  VERT ORDER      -  SECOND    CLASS I
 DR9579
 DR9579.The horizontal coordinates were determined by differentially corrected
 DR9579.hand held GPS observations or other comparable positioning techniques
 DR9579.and have an estimated accuracy of +/- 3 meters.
 DR9579
 DR9579.The orthometric height was determined by differential leveling and
 DR9579.adjusted by the NATIONAL GEODETIC SURVEY
 DR9579.in November 2024.
 DR9579
 DR9579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9579.GEOID18 height accuracy estimate available here.
 DR9579
 DR9579.Click photographs - Photos may exist for this station.
 DR9579
 DR9579.The dynamic height is computed by dividing the NAVD 88
 DR9579.geopotential number by the normal gravity value computed on the
 DR9579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9579.degrees latitude (g = 980.6199 gals.).
 DR9579
 DR9579.The modeled gravity was interpolated from observed gravity values.
 DR9579
 DR9579;                    North         East    Units  Estimated Accuracy
 DR9579;SPC MI C     -   194,482.6   6,073,877.1     MT  (+/- 3 meters HH1 GPS) 
 DR9579
 DR9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0880192821(NAD 83)
 DR9579
 DR9579                          SUPERSEDED SURVEY CONTROL
 DR9579
 DR9579.No superseded survey control is available for this station.
 DR9579
 DR9579_MARKER: DD = SURVEY DISK
 DR9579_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR9579_SP_SET: FOUNDATION OF A SMALL BUILDING
 DR9579_STAMPING: ALPENA 3 2005
 DR9579_MARK LOGO: NOS
 DR9579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9579+STABILITY: SURFACE MOTION
 DR9579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9579+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DR9579
 DR9579  HISTORY     - Date     Condition        Report By
 DR9579  HISTORY     - 2005     MONUMENTED       CO-OPS
 DR9579  HISTORY     - 20231024 GOOD             CO-OPS
 DR9579
 DR9579                          STATION DESCRIPTION
 DR9579
 DR9579'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DR9579'THE BENCH MARK IS LOCATED ABOUT 14.1 MI (22.7 KM) EAST OF LACHINE,
 DR9579'11.1 MI (17.9 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 DR9579'
 DR9579'TO REACH THE MARK, IN ALPENA COUNTY, ALPENA, MICHIGAN BEGIN FROM THE
 DR9579'INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD AVE), PROCEED
 DR9579'SOUTH ON US-23 (CHISHOLM ST) FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 DR9579'OF US-23 (CHISHOLM ST) AND SECOND AVENUE, THEN EAST ON SECOND AVENUE
 DR9579'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF SECOND AVENUE AND FLETCHER
 DR9579'ST, THEN SOUTHEAST ON FLETCHER ST FOR 0.1 MI (0.2 KM) TO THE ALPENA
 DR9579'FISHERIES RESEARCH STATION.  THE ADDRESS TO THE ALPENA FISHERIES
 DR9579'RESEARCH STATION IS 160 E FLETCHER STREET ALPENA, MI 49707.
 DR9579'
 DR9579'THE BENCH MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE PROPERTY, ON
 DR9579'THE EAST SIDE OF THE RIVER, 15.98 M (52.4 FT) NORTHEAST OF THE WESTERN
 DR9579'EDGE OF THE STEEL CAP ALONG THE RIVERS EAST BANK, 11.15 M (36.6 FT)
 DR9579'NORTHWEST OF THE CENTERLINE OF A YELLOW 2-TON CRANE PERMANENTLY
 DR9579'AFFIXED TO A CONCRETE PAD ON THE EDGE OF RIVER WALL, 8.86 M (29.1 FT)
 DR9579'SOUTHEAST OF THE INSIDE EDGE OF BOAT LAUNCH, 0.46 M (1.5 FT) EAST OF
 DR9579'THE NORTHEASTERN MOST OF 3 POLES IN A ROHN TOWER NEXT TO THE NOS WATER
 DR9579'LEVEL STATION, BEING A BRASS DISK SET IN THE TOWER CONCRETE BASE
 DR9579'LOCATED NEXT TO THE BRICK NOS WATER LEVEL GAUGE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0104 ***********************************************************************
 QJ0104  DESIGNATION -  907 5065 ALPENA C OF A
 QJ0104  PID         -  QJ0104
 QJ0104  STATE/COUNTY-  MI/ALPENA
 QJ0104  COUNTRY     -  US
 QJ0104  USGS QUAD   -  ALPENA (2017)
 QJ0104
 QJ0104                         *CURRENT SURVEY CONTROL
 QJ0104  ______________________________________________________________________
 QJ0104* NAD 83(1986) POSITION- 45 03 50.     (N) 083 26 02.     (W)   SCALED
 QJ0104* NAVD 88 ORTHO HEIGHT -   178.788 (meters)      586.57  (feet) ADJUSTED
 QJ0104  ______________________________________________________________________
 QJ0104  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 QJ0104  DYNAMIC HEIGHT  -        178.776 (meters)      586.53  (feet) COMP
 QJ0104  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QJ0104
 QJ0104  VERT ORDER      -  FIRST     CLASS II
 QJ0104
 QJ0104.The horizontal coordinates were scaled from a map and have
 QJ0104.an estimated accuracy of +/- 6 seconds.
 QJ0104
 QJ0104.The orthometric height was determined by differential leveling and
 QJ0104.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0104.in June 1991.
 QJ0104
 QJ0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0104.GEOID18 height accuracy estimate available here.
 QJ0104
 QJ0104.Click photographs - Photos may exist for this station.
 QJ0104
 QJ0104.The dynamic height is computed by dividing the NAVD 88
 QJ0104.geopotential number by the normal gravity value computed on the
 QJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0104.degrees latitude (g = 980.6199 gals.).
 QJ0104
 QJ0104.The modeled gravity was interpolated from observed gravity values.
 QJ0104
 QJ0104;                    North         East    Units  Estimated Accuracy
 QJ0104;SPC MI C     -   194,570.    6,073,460.      MT  (+/- 180 meters Scaled)
 QJ0104
 QJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK083929(NAD 83)
 QJ0104
 QJ0104                          SUPERSEDED SURVEY CONTROL
 QJ0104
 QJ0104.No superseded survey control is available for this station.
 QJ0104
 QJ0104_MARKER: Z = SEE DESCRIPTION
 QJ0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0104
 QJ0104  HISTORY     - Date     Condition        Report By
 QJ0104  HISTORY     - 1881     MONUMENTED       LOCSUR
 QJ0104  HISTORY     - 1983     GOOD             NGS
 QJ0104  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0104  HISTORY     - 20251120 MARK NOT FOUND   INDIV
 QJ0104
 QJ0104                          STATION DESCRIPTION
 QJ0104
 QJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0104'IN ALPENA.
 QJ0104'IN ALPENA, ON THE WEST CORNER OF THIRD AVENUE AND RIVER STREET, AT
 QJ0104'CENTRAL FIRE STATION, IN A WELL COVERED BY A 11-INCH BY 17-INCH IRON
 QJ0104'PLATE, BEING THE LEVEL SURFACE AT THE CENTER OF A FLAT STONE,
 QJ0104'0.30 METER (1.0 FT) EAST OF EAST CORNER OF FIRE STATION.
 QJ0104'THE MARK IS 0.61 M BELOW SIDEWALK.
 QJ0104
 QJ0104                          STATION RECOVERY (1999)
 QJ0104
 QJ0104'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0104'MARK NOT FOUND.
 QJ0104
 QJ0104                          STATION RECOVERY (2025)
 QJ0104
 QJ0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0104'NOT FOUND.  LIKELY PAVED OVER.  AS WITH QJ0006 AND QJ0007 THE ADJACENT
 QJ0104'CENTRAL FIRE STATION WAS DEMOLISHED.  THE AUGUST 7, 1995 MEETING
 QJ0104'MINUTES OF THE MUNICIPAL COUNCIL OF THE CITY OF ALPENA STATE THAT
 QJ0104'"CITY STAFF BE DIRECTED TO PREPARE PLANS AND COST ESTIMATES FOR THE
 QJ0104'DEVELOPMENT OF A PARKING LOT AT SAID SITE".  THE 5/1993 GOOGLE EARTH
 QJ0104'SATELLITE IMAGE OF THE LOCATION SHOWS THE ORIGINAL BUILDING WHILE THAT
 QJ0104'OF 4/1998 SHOWS A PARKING LOT.  CURRENTLY THE AREA OF THE DESCRIBED
 QJ0104'MARK IS COVERED BY PAVEMENT, SIDEWALKS AND LANDSCAPED AREAS WITH STONE
 QJ0104'AND SHRUBS.  NEAREST PLATE MATCHING DESCRIPTION IS AT THE EDGE OF
 QJ0104'THIRD AVENUE AND COVERS A SHALLOW WELL CONTAINING CONDUIT AND TELECOM
 QJ0104'CABLES.  METAL DETECTION INCONCLUSIVE DUE TO LARGE AMOUNT OF METALLIC
 QJ0104'DEBRIS IN AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0096 ***********************************************************************
 QJ0096  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0096  DESIGNATION -  907 5065 CITY HALL
 QJ0096  PID         -  QJ0096
 QJ0096  STATE/COUNTY-  MI/ALPENA
 QJ0096  COUNTRY     -  US
 QJ0096  USGS QUAD   -  ALPENA (2017)
 QJ0096
 QJ0096                         *CURRENT SURVEY CONTROL
 QJ0096  ______________________________________________________________________
 QJ0096* NAD 83(1986) POSITION- 45 03 42.51   (N) 083 25 49.28   (W)   HD_HELD1
 QJ0096* NAVD 88 ORTHO HEIGHT -   180.690 (meters)      592.81  (feet) ADJUSTED
 QJ0096  ______________________________________________________________________
 QJ0096  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 QJ0096  DYNAMIC HEIGHT  -        180.677 (meters)      592.77  (feet) COMP
 QJ0096  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 QJ0096
 QJ0096  VERT ORDER      -  SECOND    CLASS I
 QJ0096
 QJ0096.The horizontal coordinates were determined by differentially corrected
 QJ0096.hand held GPS observations or other comparable positioning techniques
 QJ0096.and have an estimated accuracy of +/- 3 meters.
 QJ0096
 QJ0096.The orthometric height was determined by differential leveling and
 QJ0096.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0096.in November 2024.
 QJ0096
 QJ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0096.GEOID18 height accuracy estimate available here.
 QJ0096
 QJ0096.This Water Level Mark is designated as VM 18361
 QJ0096.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0096
 QJ0096.Click photographs - Photos may exist for this station.
 QJ0096
 QJ0096.The dynamic height is computed by dividing the NAVD 88
 QJ0096.geopotential number by the normal gravity value computed on the
 QJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0096.degrees latitude (g = 980.6199 gals.).
 QJ0096
 QJ0096.The modeled gravity was interpolated from observed gravity values.
 QJ0096
 QJ0096;                    North         East    Units  Estimated Accuracy
 QJ0096;SPC MI C     -   194,345.8   6,073,737.8     MT  (+/- 3 meters HH1 GPS) 
 QJ0096
 QJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0865692690(NAD 83)
 QJ0096
 QJ0096                          SUPERSEDED SURVEY CONTROL
 QJ0096
 QJ0096  NAVD 88 (06/15/91)  180.689  (m)          592.81   (f) SUPERSEDED  1 2
 QJ0096
 QJ0096.Superseded values are not recommended for survey control.
 QJ0096
 QJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0096.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0096
 QJ0096_MARKER: DD = SURVEY DISK
 QJ0096_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QJ0096_SP_SET: FACE OF BUILDING
 QJ0096_STAMPING: CITY HALL LDK 1941
 QJ0096_MARK LOGO: USLS
 QJ0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0096+STABILITY: POSITION/ELEVATION WELL
 QJ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0096+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2025
 QJ0096
 QJ0096  HISTORY     - Date     Condition        Report By
 QJ0096  HISTORY     - 1941     MONUMENTED       USLS
 QJ0096  HISTORY     - 1983     GOOD             NGS
 QJ0096  HISTORY     - 19970330 GOOD             USPSQD
 QJ0096  HISTORY     - 19990515 GOOD             USPSQD
 QJ0096  HISTORY     - 20051230 GOOD             USPSQD
 QJ0096  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0096  HISTORY     - 20250102 GOOD             INDIV
 QJ0096
 QJ0096                          STATION DESCRIPTION
 QJ0096
 QJ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0096'IN ALPENA.
 QJ0096'IN ALPENA, AT THE CITY HALL BUILDING, SET VERTICALLY IN THE NORTH FACE
 QJ0096'OF THE BUILDING, 15.70 METERS (51.5 FT) SOUTH OF A FLAGPOLE,
 QJ0096'6.61 METERS (21.7 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 QJ0096'4.57 METERS (15.0 FT) EAST-NORTHEAST OF THE EXTENDED CENTER OF TWO
 QJ0096'DOORS AT MAIN ENTRANCE ON NORTH SIDE OF BUILDING, AND 3.90 METERS
 QJ0096'(12.8 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 QJ0096'THE MARK IS 1.21 M ABOVE GROUND.
 QJ0096
 QJ0096                          STATION RECOVERY (1997)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0096'RECOVERED IN GOOD CONDITION.
 QJ0096
 QJ0096                          STATION RECOVERY (1999)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0096'RECOVERED IN GOOD CONDITION.
 QJ0096
 QJ0096                          STATION RECOVERY (2005)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0096'RECOVERED IN GOOD CONDITION.
 QJ0096
 QJ0096                          STATION RECOVERY (2023)
 QJ0096
 QJ0096'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0096'THE SURVEY MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF LACHINE,
 QJ0096'11.0 MI (17.7 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 QJ0096'
 QJ0096'TO REACH MARK FROM THE INTERSECTION OF HIGHWAY US-23 (CHISHOLM ST) AND
 QJ0096'HIGHWAY M-32W (THIRD AVE), PROCEED SOUTH ALONG US-23 FOR 0.1 MI (0.2
 QJ0096'KM) TO THE INTERSECTION OF US-23 AND SECOND AVENUE, PROCEED EAST ON
 QJ0096'SECOND AVENUE FOR APPROXIMATELY 0.05 MI (0.08 KM) TO THE INTERSECTION
 QJ0096'OF SECOND AVENUE AND WATER ST, PROCEED SOUTH ON WATER ST FOR
 QJ0096'APPROXIMATELY 0.15 MI (0.24 KM),  THE MARK IS AT THE CITY HALL
 QJ0096'BUILDING, SET VERTICALLY IN THE NORTHWEST FACE AND ON THE NORTHEAST
 QJ0096'SIDE OF THE MAIN ENTRANCE TO THE CITY HALL BUILDING.  THE ALPENA CITY
 QJ0096'HALL BUILDING IS LOCATED AT 208 N FIRST AVENUE #1 ALPENA, MI 49707.
 QJ0096
 QJ0096                          STATION RECOVERY (2025)
 QJ0096
 QJ0096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9580 ***********************************************************************
 DR9580  DESIGNATION -  907 5065 G
 DR9580  PID         -  DR9580
 DR9580  STATE/COUNTY-  MI/ALPENA
 DR9580  COUNTRY     -  US
 DR9580  USGS QUAD   -  ALPENA (2017)
 DR9580
 DR9580                         *CURRENT SURVEY CONTROL
 DR9580  ______________________________________________________________________
 DR9580* NAD 83(2011) POSITION- 45 03 46.48831(N) 083 25 43.12459(W)   ADJUSTED
 DR9580* NAD 83(2011) ELLIP HT-   140.878 (meters)        (12/02/25)   ADJUSTED
 DR9580* NAD 83(2011) EPOCH   -  2010.00
 DR9580* NAVD 88 ORTHO HEIGHT -   177.386 (meters)      581.97  (feet) ADJUSTED
 DR9580  ______________________________________________________________________
 DR9580  GEOID HEIGHT    -        -36.541 (meters)                     GEOID18
 DR9580  NAD 83(2011) X  -    516,440.598 (meters)                     COMP
 DR9580  NAD 83(2011) Y  - -4,483,095.530 (meters)                     COMP
 DR9580  NAD 83(2011) Z  -  4,492,389.310 (meters)                     COMP
 DR9580  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DR9580  DYNAMIC HEIGHT  -        177.374 (meters)      581.93  (feet) COMP
 DR9580  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 DR9580
 DR9580  VERT ORDER      -  SECOND    CLASS I
 DR9580
 DR9580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9580  Standards:
 DR9580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9580  -------------------------------------------------------------------
 DR9580  NETWORK    0.48   0.86           0.22   0.17   0.44     -0.01590366
 DR9580  -------------------------------------------------------------------
 DR9580  Click here for local accuracies and other accuracy information.
 DR9580
 DR9580.The horizontal coordinates were established by GPS observations
 DR9580.and adjusted by the National Geodetic Survey in December 2025.
 DR9580
 DR9580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9580.been affixed to the stable North American tectonic plate. See 
 DR9580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9580
 DR9580.The horizontal coordinates are valid at the epoch date displayed above
 DR9580.which is a decimal equivalence of Year/Month/Day.
 DR9580
 DR9580.The orthometric height was determined by differential leveling and
 DR9580.adjusted by the NATIONAL GEODETIC SURVEY
 DR9580.in November 2024.
 DR9580
 DR9580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9580.GEOID18 height accuracy estimate available here.
 DR9580
 DR9580.Click photographs - Photos may exist for this station.
 DR9580
 DR9580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9580
 DR9580.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9580
 DR9580.The ellipsoidal height was determined by GPS observations
 DR9580.and is referenced to NAD 83.
 DR9580
 DR9580.The dynamic height is computed by dividing the NAVD 88
 DR9580.geopotential number by the normal gravity value computed on the
 DR9580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9580.degrees latitude (g = 980.6199 gals.).
 DR9580
 DR9580.The modeled gravity was interpolated from observed gravity values.
 DR9580
 DR9580. The following values were computed from the NAD 83(2011) position.
 DR9580
 DR9580;                    North         East     Units Scale Factor Converg.
 DR9580;SPC MI C     -   194,470.135 6,073,871.064   MT  0.99991488   +0 39 45.4
 DR9580;SPC MI C     -   638,025.38 19,927,398.50   iFT  0.99991488   +0 39 45.4
 DR9580;UTM  17      - 4,992,808.797   308,795.205   MT  1.00004955   -1 43 11.0
 DR9580
 DR9580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9580!SPC MI C     -   0.99997791  x   0.99991488  =   0.99989279
 DR9580!UTM  17      -   0.99997791  x   1.00004955  =   1.00002746
 DR9580
 DR9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0879592808(NAD 83)
 DR9580
 DR9580                          SUPERSEDED SURVEY CONTROL
 DR9580
 DR9580.No superseded survey control is available for this station.
 DR9580
 DR9580_MARKER: F = FLANGE-ENCASED ROD
 DR9580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9580+WITH SETTING: INFORMATION.
 DR9580_STAMPING: 907 5065 G 2006
 DR9580_MARK LOGO: NGS
 DR9580_PROJECTION: RECESSED 3 CENTIMETERS
 DR9580_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9580+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DR9580
 DR9580  HISTORY     - Date     Condition        Report By
 DR9580  HISTORY     - 2006     MONUMENTED       CO-OPS
 DR9580  HISTORY     - 20220917 GOOD             NOS
 DR9580  HISTORY     - 20231024 GOOD             CO-OPS
 DR9580
 DR9580                          STATION DESCRIPTION
 DR9580
 DR9580'DESCRIBED BY NATIONAL OCEAN SERVICE 2022 (CSM)
 DR9580'RECOVERED IN GOOD CONDITION.
 DR9580
 DR9580                          STATION RECOVERY (2023)
 DR9580
 DR9580'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DR9580'THE ROD MARK IS LOCATED ABOUT 14.1 MI (22.7 KM) EAST OF LACHINE, 11.1
 DR9580'MI (17.9 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 DR9580'
 DR9580'TO REACH THE MARK 907 5065 G, IN ALPENA COUNTY, ALPENA, MICHIGAN BEGIN
 DR9580'FROM THE INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD AVE),
 DR9580'PROCEED SOUTH ON US-23 (CHISHOLM ST) AND M-32W (THIRD AVE) FOR 0.1 MI
 DR9580'(0.2 KM) TO THE INTERSECTION OF US-23 (CHISHOLM ST) AND SECOND AVENUE,
 DR9580'THEN EAST ON SECOND AVENUE FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 DR9580'SECOND AVENUE AND FLETCHER ST, THEN SOUTHEAST ON FLETCHER ST FOR 0.1
 DR9580'MI (0.2 KM) TO THE ALPENA FISHERIES RESEARCH STATION LOCATED AT 160 E
 DR9580'FLETCHER ST ALPENA, MI 49707.
 DR9580'
 DR9580'THE MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE PROPERTY, ON THE
 DR9580'EAST SIDE OF RIVER, NEAR THE RIVERS EDGE, 9.58 M (31.4 FT) SOUTHWEST
 DR9580'OF THE WEST FACE OF BRICK NOS WATER LEVEL STATION, 7.56 M (24.8 FT)
 DR9580'SOUTHEAST OF THE INSIDE EDGE OF BOAT LAUNCH, 2.63 M (8.6 FT) NORTHEAST
 DR9580'OF THE WESTERN EDGE OF STEEL CAP ALONG THE RIVERS EAST BANK, 0.83 M
 DR9580'(2.7 FT) NORTHWEST OF THE NORTHERN EDGE OF CONCRETE SIDEWALK, MARK
 DR9580'BEING A ROD WITH GREASE SLEEVE AND CONCRETE KICK BLOCK LEVEL WITH
 DR9580'GRADE.  THE MARK WAS SET IN 2006 BUT THE DEPTH OF ROD IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9582 ***********************************************************************
 DR9582  DESIGNATION -  907 5065 H
 DR9582  PID         -  DR9582
 DR9582  STATE/COUNTY-  MI/ALPENA
 DR9582  COUNTRY     -  US
 DR9582  USGS QUAD   -  ALPENA (2017)
 DR9582
 DR9582                         *CURRENT SURVEY CONTROL
 DR9582  ______________________________________________________________________
 DR9582* NAD 83(1986) POSITION- 45 04 28.82   (N) 083 26 52.82   (W)   HD_HELD1
 DR9582* NAVD 88 ORTHO HEIGHT -   185.483 (meters)      608.54  (feet) ADJUSTED
 DR9582  ______________________________________________________________________
 DR9582  GEOID HEIGHT    -        -36.546 (meters)                     GEOID18
 DR9582  DYNAMIC HEIGHT  -        185.470 (meters)      608.50  (feet) COMP
 DR9582  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DR9582
 DR9582  VERT ORDER      -  SECOND    CLASS I
 DR9582
 DR9582.The horizontal coordinates were determined by differentially corrected
 DR9582.hand held GPS observations or other comparable positioning techniques
 DR9582.and have an estimated accuracy of +/- 3 meters.
 DR9582
 DR9582.The orthometric height was determined by differential leveling and
 DR9582.adjusted by the NATIONAL GEODETIC SURVEY
 DR9582.in November 2024.
 DR9582
 DR9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9582.GEOID18 height accuracy estimate available here.
 DR9582
 DR9582.Click photographs - Photos may exist for this station.
 DR9582
 DR9582.The dynamic height is computed by dividing the NAVD 88
 DR9582.geopotential number by the normal gravity value computed on the
 DR9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9582.degrees latitude (g = 980.6199 gals.).
 DR9582
 DR9582.The modeled gravity was interpolated from observed gravity values.
 DR9582
 DR9582;                    North         East    Units  Estimated Accuracy
 DR9582;SPC MI C     -   195,759.3   6,072,331.7     MT  (+/- 3 meters HH1 GPS) 
 DR9582
 DR9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0731094161(NAD 83)
 DR9582
 DR9582                          SUPERSEDED SURVEY CONTROL
 DR9582
 DR9582.No superseded survey control is available for this station.
 DR9582
 DR9582_MARKER: DB = BENCH MARK DISK
 DR9582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR9582_SP_SET: BRIDGE ABUTMENT
 DR9582_STAMPING: 5065 H 2023
 DR9582_MARK LOGO: NOS
 DR9582_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9582+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DR9582
 DR9582  HISTORY     - Date     Condition        Report By
 DR9582  HISTORY     - 20231024 MONUMENTED       CO-OPS
 DR9582
 DR9582                          STATION DESCRIPTION
 DR9582
 DR9582'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 DR9582'THE BENCH MARK IS LOCATED ABOUT 13.1 MI (21.1 KM) EAST OF LACHINE,
 DR9582'11.9 MI (19.1 KM) NORTH OF OSSINEKE AND 1.2 MI (1.9 KM) NORTHWEST OF
 DR9582'ALPENA.
 DR9582'
 DR9582'TO REACH MARK 907 5065 H, IN APLENA COUNTY, ALPENA, MICHIGAN FROM THE
 DR9582'INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD AVE), GO
 DR9582'NORTHWEST ON W CHISHOLM ST FOR 1.03 MI (1.66 KM) TO THE STATION ON THE
 DR9582'RIGHT.
 DR9582'
 DR9582'THE MARK IS 2.53 M (8.3 FT) SOUTH OF THE NORTH EDGE OF ABUTMENT, 0.85
 DR9582'M (2.8 FT) EAST OF THE EAST EDGE OF SIDEWALK, 0.28 M (0.9 FT) NORTH OF
 DR9582'THE ABUTMENT EDGE, 0.20 M (0.7 FT) WEST OF THE EASTERN EDGE OF THE
 DR9582'ABUTMENT.  THE BENCH MARK IS AN NOS BRASS DISK SET IN THE SOUTHEASTERN
 DR9582'CORNER OF A BRIDGE THAT CARRIES ROUTE 23 OVER THE THUNDER BAY RIVER.
 DR9582'THE DISK IS SET FLUSH ON TOP OF THE UPPER SOUTHEAST ABUTMENT JUST EAST
 DR9582'OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0099 ***********************************************************************
 QJ0099  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0099  DESIGNATION -  907 5065 KRUEGER USLS
 QJ0099  PID         -  QJ0099
 QJ0099  STATE/COUNTY-  MI/ALPENA
 QJ0099  COUNTRY     -  US
 QJ0099  USGS QUAD   -  ALPENA (2017)
 QJ0099
 QJ0099                         *CURRENT SURVEY CONTROL
 QJ0099  ______________________________________________________________________
 QJ0099* NAD 83(1986) POSITION- 45 03 34.30   (N) 083 25 49.14   (W)   HD_HELD1
 QJ0099* NAVD 88 ORTHO HEIGHT -   177.597 (meters)      582.67  (feet) ADJUSTED
 QJ0099  ______________________________________________________________________
 QJ0099  GEOID HEIGHT    -        -36.534 (meters)                     GEOID18
 QJ0099  DYNAMIC HEIGHT  -        177.584 (meters)      582.62  (feet) COMP
 QJ0099  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QJ0099
 QJ0099  VERT ORDER      -  SECOND    CLASS I
 QJ0099
 QJ0099.The horizontal coordinates were determined by differentially corrected
 QJ0099.hand held GPS observations or other comparable positioning techniques
 QJ0099.and have an estimated accuracy of +/- 3 meters.
 QJ0099
 QJ0099.The orthometric height was determined by differential leveling and
 QJ0099.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0099.in November 2024.
 QJ0099
 QJ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0099.GEOID18 height accuracy estimate available here.
 QJ0099
 QJ0099.This Water Level Mark is designated as VM 18367
 QJ0099.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0099
 QJ0099.Click photographs - Photos may exist for this station.
 QJ0099
 QJ0099.The dynamic height is computed by dividing the NAVD 88
 QJ0099.geopotential number by the normal gravity value computed on the
 QJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0099.degrees latitude (g = 980.6199 gals.).
 QJ0099
 QJ0099.The modeled gravity was interpolated from observed gravity values.
 QJ0099
 QJ0099;                    North         East    Units  Estimated Accuracy
 QJ0099;SPC MI C     -   194,092.4   6,073,743.8     MT  (+/- 3 meters HH1 GPS) 
 QJ0099
 QJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0865292436(NAD 83)
 QJ0099
 QJ0099                          SUPERSEDED SURVEY CONTROL
 QJ0099
 QJ0099  NAVD 88 (06/15/91)  177.587  (m)          582.63   (f) SUPERSEDED  1 2
 QJ0099
 QJ0099.Superseded values are not recommended for survey control.
 QJ0099
 QJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0099.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0099
 QJ0099_MARKER: F = FLANGE-ENCASED ROD
 QJ0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0099_STAMPING: KRUEGER 1966
 QJ0099_MARK LOGO: NGS
 QJ0099_PROJECTION: RECESSED 15 CENTIMETERS
 QJ0099_MAGNETIC: I = MARKER IS A STEEL ROD
 QJ0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0099+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2024
 QJ0099_ROD/PIPE-DEPTH: 6.10 meters
 QJ0099
 QJ0099  HISTORY     - Date     Condition        Report By
 QJ0099  HISTORY     - 1966     MONUMENTED       USLS
 QJ0099  HISTORY     - 1983     GOOD             NGS
 QJ0099  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0099  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0099  HISTORY     - 20241231 GOOD             INDIV
 QJ0099
 QJ0099                          STATION DESCRIPTION
 QJ0099
 QJ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0099'IN ALPENA.
 QJ0099'IN ALPENA, SET IN THE LAWN NEAR THE NORTH CORNER OF THE ARNOLDS MARINA
 QJ0099'AND BOAT WORKS LOCATED AT THE JUNCTION OF EAST CHISHOLM STREET AND
 QJ0099'HARBOR DRIVE, A 5/8-INCH DIAMETER COPPER COATED STEEL ROD,
 QJ0099'20.39 METERS (66.9 FT) SOUTH-SOUTHEAST OF A LIGHT POLE ON THE
 QJ0099'SOUTHEAST SIDE OF THE CURB ON HARBOR DRIVE, 15.30 METERS (50.2 FT)
 QJ0099'SOUTH OF A UTILITY POLE, 1.95 METERS (6.4 FT) SOUTHWEST OF THE EDGE OF
 QJ0099'A SIDEWALK, AND 0.70 METER (2.3 FT) NORTHWEST OF THE NORTH CORNER OF
 QJ0099'BUILDING.
 QJ0099
 QJ0099                          STATION RECOVERY (1999)
 QJ0099
 QJ0099'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0099'MARK NOT FOUND.
 QJ0099
 QJ0099                          STATION RECOVERY (2023)
 QJ0099
 QJ0099'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0099'THE ROD MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF LACHINE, 10.9
 QJ0099'MI (17.5 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 QJ0099'
 QJ0099'TO REACH MARK 907 5065 KRUEGER, IN ALPENA COUNTY, ALPENA, MICHIGAN
 QJ0099'FROM THE INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD AVE),
 QJ0099'PROCEED SOUTH ON US-23 (CHISHOLM ST) FOR 0.1 MI (0.2 KM) TO THE
 QJ0099'INTERSECTION OF US-23 (CHISHOLM ST) AND SECOND AVENUE, PROCEED EAST ON
 QJ0099'SECOND AVENUE AND TURN SOUTHEAST ON WATER ST FOR 0.21 MI (0.34 KM) TO
 QJ0099'THE INTERSECTION OF HARBOR DR, THEN PROCEED SOUTHWEST ON HARBOR DR FOR
 QJ0099'0.1 MI (0.2 KM) TO THE COCHON - GOURMET MARKET OF ALPENA LOCATED AT
 QJ0099'MARINA BUILDING 400 E CHISHOLM ST ALPENA, MI 49707.
 QJ0099'
 QJ0099'THE MARK IS FOUND ON THE SOUTHEAST SIDE OF HARBOR DR, 20.39 M (66.9
 QJ0099'FT) SOUTH-SOUTHEAST OF A LIGHT POLE ON THE SOUTHEAST SIDE OF THE CURB
 QJ0099'ON HARBOR DR, 1.95 M (6.4 FT) SOUTHWEST OF THE EDGE OF A SIDEWALK,
 QJ0099'0.70 M (2.3 FT) NORTHWEST OF THE NORTH CORNER OF BUILDING, BEING A 5/8
 QJ0099'INCH (16 MM) COPPER COATED STEEL ROD ENCASED IN A 5 INCH (13 CM)
 QJ0099'SLEEVE AND ALUMINUM ACCESS LID JUST BELOW GROUND LEVEL.
 QJ0099
 QJ0099                          STATION RECOVERY (2024)
 QJ0099
 QJ0099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JDH)
 QJ0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0105 ***********************************************************************
 QJ0105  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0105  DESIGNATION -  907 5065 MCLELLANS USLS
 QJ0105  PID         -  QJ0105
 QJ0105  STATE/COUNTY-  MI/ALPENA
 QJ0105  COUNTRY     -  US
 QJ0105  USGS QUAD   -  ALPENA (2017)
 QJ0105
 QJ0105                         *CURRENT SURVEY CONTROL
 QJ0105  ______________________________________________________________________
 QJ0105* NAD 83(1986) POSITION- 45 03 46.70   (N) 083 25 56.99   (W)   HD_HELD1
 QJ0105* NAVD 88 ORTHO HEIGHT -   179.374 (meters)      588.50  (feet) ADJUSTED
 QJ0105  ______________________________________________________________________
 QJ0105  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 QJ0105  DYNAMIC HEIGHT  -        179.361 (meters)      588.45  (feet) COMP
 QJ0105  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QJ0105
 QJ0105  VERT ORDER      -  FIRST     CLASS II
 QJ0105
 QJ0105.The horizontal coordinates were determined by differentially corrected
 QJ0105.hand held GPS observations or other comparable positioning techniques
 QJ0105.and have an estimated accuracy of +/- 3 meters.
 QJ0105
 QJ0105.The orthometric height was determined by differential leveling and
 QJ0105.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0105.in June 1991.
 QJ0105
 QJ0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0105.GEOID18 height accuracy estimate available here.
 QJ0105
 QJ0105.This Water Level Mark is designated as VM 18365
 QJ0105.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0105
 QJ0105.Click photographs - Photos may exist for this station.
 QJ0105
 QJ0105.The dynamic height is computed by dividing the NAVD 88
 QJ0105.geopotential number by the normal gravity value computed on the
 QJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0105.degrees latitude (g = 980.6199 gals.).
 QJ0105
 QJ0105.The modeled gravity was interpolated from observed gravity values.
 QJ0105
 QJ0105;                    North         East    Units  Estimated Accuracy
 QJ0105;SPC MI C     -   194,473.2   6,073,567.7     MT  (+/- 3 meters HH1 GPS) 
 QJ0105
 QJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0849292824(NAD 83)
 QJ0105
 QJ0105                          SUPERSEDED SURVEY CONTROL
 QJ0105
 QJ0105.No superseded survey control is available for this station.
 QJ0105
 QJ0105_MARKER: Q = CHISELED SQUARE
 QJ0105_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0105_SP_SET: WATER TABLE
 QJ0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0105+STABILITY: SURFACE MOTION
 QJ0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0105+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 QJ0105
 QJ0105  HISTORY     - Date     Condition        Report By
 QJ0105  HISTORY     - 1958     MONUMENTED       USLS
 QJ0105  HISTORY     - 1983     GOOD             NGS
 QJ0105  HISTORY     - 19990515 GOOD             USPSQD
 QJ0105  HISTORY     - 20051230 MARK NOT FOUND   USPSQD
 QJ0105  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0105  HISTORY     - 20250107 GOOD             INDIV
 QJ0105
 QJ0105                          STATION DESCRIPTION
 QJ0105
 QJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0105'IN ALPENA.
 QJ0105'IN ALPENA, AT THE JUNCTION OF SECOND AVENUE AND RIVER STREET, ON THE
 QJ0105'RIVER FACE OF THE MCCRORY STORE BUILDING, THE HIGHEST POINT ON TOP OF
 QJ0105'A 1-INCH SQUARE CUT IN TOP OF THE LOWEST STONE WATER TABLE,
 QJ0105'2.99 METERS (9.8 FT) FROM EAST CORNER OF BUILDING, 2.26 METERS
 QJ0105'(7.4 FT) SOUTHWEST OF A FIRE HYDRANT, AND 0.15 METER (0.5 FT)
 QJ0105'WEST-SOUTHWEST OF THE OFFSET IN BUILDING.
 QJ0105'THE MARK IS 0.09 M ABOVE SIDEWALK.
 QJ0105
 QJ0105                          STATION RECOVERY (1999)
 QJ0105
 QJ0105'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0105'RECOVERED IN GOOD CONDITION.
 QJ0105
 QJ0105                          STATION RECOVERY (2005)
 QJ0105
 QJ0105'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0105'THE FORMER MCCRORY STORE BUILDING NOW HOUSES A BUSINESS CALLED
 QJ0105'CELEBRATIONS.  IT IS LOCATED AT 127 NORTH SECOND AVENUE.  AN
 QJ0105'INDENTATION APPEARS IN THE BUILDING WHERE THE MARK MAY HAVE BEEN
 QJ0105'LOCATED ORIGINALLY.
 QJ0105
 QJ0105                          STATION RECOVERY (2023)
 QJ0105
 QJ0105'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0105'THE MARK IS LOCATED ABOUT 13.9 MI (22.4 KM) EAST OF LACHINE, 11.1 MI
 QJ0105'(17.9 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 QJ0105'
 QJ0105'TO REACH BENCH MARK 907 5065 MCLELLANS, IN ALPENA COUNTY, ALPENA,
 QJ0105'MICHIGAN FROM THE INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD
 QJ0105'AVE), PROCEED SOUTH ON US-23 (CHISHOLM ST) FOR 0.1 MI (0.2 KM) TO THE
 QJ0105'INTERSECTION US-23 (CHISHOLM ST) AND SECOND AVENUE, PROCEED EAST ON
 QJ0105'SECOND AVENUE FOR 0.05 MI (0.08 KM) AND BENCH MARK IS ON THE SOUTHWEST
 QJ0105'CORNER OF RIVER ST AND SECOND AVE.
 QJ0105'
 QJ0105'THE FORMER CELEBRATIONS STORE BUILDING NOW HOUSES A BUSINESS CALLED
 QJ0105'BOB'S BULLPEN.  IT IS LOCATED AT 125 NORTH SECOND AVENUE ALPENA, MI
 QJ0105'49707.
 QJ0105
 QJ0105                          STATION RECOVERY (2025)
 QJ0105
 QJ0105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0105'VERIFIED DESCRIBED MEASUREMENTS TO BUILDING CORNER AND FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0009 ***********************************************************************
 QJ0009  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0009  DESIGNATION -  907 5065 POST OFFICE USLS
 QJ0009  PID         -  QJ0009
 QJ0009  STATE/COUNTY-  MI/ALPENA
 QJ0009  COUNTRY     -  US
 QJ0009  USGS QUAD   -  ALPENA (2017)
 QJ0009
 QJ0009                         *CURRENT SURVEY CONTROL
 QJ0009  ______________________________________________________________________
 QJ0009* NAD 83(1986) POSITION- 45 03 45.45   (N) 083 25 48.94   (W)   HD_HELD1
 QJ0009* NAVD 88 ORTHO HEIGHT -   180.166 (meters)      591.09  (feet) ADJUSTED
 QJ0009  ______________________________________________________________________
 QJ0009  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 QJ0009  DYNAMIC HEIGHT  -        180.154 (meters)      591.06  (feet) COMP
 QJ0009  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 QJ0009
 QJ0009  VERT ORDER      -  FIRST     CLASS II
 QJ0009
 QJ0009.The horizontal coordinates were determined by differentially corrected
 QJ0009.hand held GPS observations or other comparable positioning techniques
 QJ0009.and have an estimated accuracy of +/- 3 meters.
 QJ0009
 QJ0009.The orthometric height was determined by differential leveling and
 QJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0009.in June 1991.
 QJ0009
 QJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0009.GEOID18 height accuracy estimate available here.
 QJ0009
 QJ0009.This Water Level Mark is designated as VM 18360
 QJ0009.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0009
 QJ0009.Click photographs - Photos may exist for this station.
 QJ0009
 QJ0009.The dynamic height is computed by dividing the NAVD 88
 QJ0009.geopotential number by the normal gravity value computed on the
 QJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0009.degrees latitude (g = 980.6199 gals.).
 QJ0009
 QJ0009.The modeled gravity was interpolated from observed gravity values.
 QJ0009
 QJ0009;                    North         East    Units  Estimated Accuracy
 QJ0009;SPC MI C     -   194,436.6   6,073,744.2     MT  (+/- 3 meters HH1 GPS) 
 QJ0009
 QJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0866792780(NAD 83)
 QJ0009
 QJ0009                          SUPERSEDED SURVEY CONTROL
 QJ0009
 QJ0009  NGVD 29 (??/??/92)  180.325  (m)          591.62   (f) ADJ UNCH    1 2
 QJ0009
 QJ0009.Superseded values are not recommended for survey control.
 QJ0009
 QJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0009
 QJ0009_MARKER: DD = SURVEY DISK
 QJ0009_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QJ0009_SP_SET: FEDERAL BUILDING
 QJ0009_MARK LOGO: USLS
 QJ0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0009+STABILITY: POSITION/ELEVATION WELL
 QJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0009+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2024
 QJ0009
 QJ0009  HISTORY     - Date     Condition        Report By
 QJ0009  HISTORY     - UNK      MONUMENTED       USLS
 QJ0009  HISTORY     - 1934     GOOD             CGS
 QJ0009  HISTORY     - 1966     GOOD             CGS
 QJ0009  HISTORY     - 1983     GOOD             NGS
 QJ0009  HISTORY     - 19990515 GOOD             USPSQD
 QJ0009  HISTORY     - 20051230 GOOD             USPSQD
 QJ0009  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0009  HISTORY     - 20241228 GOOD             INDIV
 QJ0009
 QJ0009                          STATION DESCRIPTION
 QJ0009
 QJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0009'AT ALPENA.
 QJ0009'AT ALPENA, ALPENA COUNTY, IN THE NORTHEAST FACE OF THE POST
 QJ0009'OFFICE, 28.8 FEET NORTHWEST OF THE NORTHWEST CURB OF FIRST
 QJ0009'STREET, 10.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE POST
 QJ0009'OFFICE DRIVE, 1.3 FEET NORTHEAST OF THE EAST CORNER OF THE
 QJ0009'BUILDING, AND 3.1 FEET ABOVE GROUND.  A U.S. LAKE SURVEY
 QJ0009'STANDARD DISK, SET VERTICALLY.
 QJ0009
 QJ0009                          STATION RECOVERY (1966)
 QJ0009
 QJ0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QJ0009'RECOVERED IN GOOD CONDITION.
 QJ0009
 QJ0009                          STATION RECOVERY (1983)
 QJ0009
 QJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0009'RECOVERED IN GOOD CONDITION.  NOTE, DELETE U.S. POST OFFICE, ADD
 QJ0009'FEDERAL BUILDING.
 QJ0009
 QJ0009                          STATION RECOVERY (1999)
 QJ0009
 QJ0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0009'RECOVERED IN GOOD CONDITION.
 QJ0009
 QJ0009                          STATION RECOVERY (2005)
 QJ0009
 QJ0009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0009'THE FEDERAL BUILDING NOW HOUSES THE U.S. COAST GUARD (DEPARTMENT OF
 QJ0009'HOMELAND SECURITY) AND THE U.S. FISH AND WILDLIFE SERVICE (ALPENA
 QJ0009'FISHERY RESOURCES OFFICE)
 QJ0009
 QJ0009                          STATION RECOVERY (2023)
 QJ0009
 QJ0009'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0009'THE SURVEY MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF LACHINE,
 QJ0009'11.1 MI (17.9 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 QJ0009'
 QJ0009'THE MARK IS FOUND 180 FT (54.9 M) NORTHEAST ACROSS WATER STREET FROM
 QJ0009'THE ALPENA COUNTY GEORGE N. FLETCHER PUBLIC LIBRARY, WHICH IS LOCATED
 QJ0009'AT 211 N FIRST ST AVENUE ALPENA, MI 49707.  THE MARK IS SET ON THE
 QJ0009'NORTHEAST FACE OF THE OLD POST OFFICE BUILDING FOUNDATION.
 QJ0009'
 QJ0009'THE MARKS IS SET 3.1 FT (0.9 M) ABOVE THE GROUND BEING 1.3 FT (0.4 M)
 QJ0009'NORTHWEST OF THE SOUTHEAST OF THE BUILDING'S CORNER.
 QJ0009
 QJ0009                          STATION RECOVERY (2024)
 QJ0009
 QJ0009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JDH)
 QJ0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0103 ***********************************************************************
 QJ0103  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0103  DESIGNATION -  907 5065 RIVER
 QJ0103  PID         -  QJ0103
 QJ0103  STATE/COUNTY-  MI/ALPENA
 QJ0103  COUNTRY     -  US
 QJ0103  USGS QUAD   -  ALPENA (2017)
 QJ0103
 QJ0103                         *CURRENT SURVEY CONTROL
 QJ0103  ______________________________________________________________________
 QJ0103* NAD 83(1986) POSITION- 45 03 48.52   (N) 083 25 52.17   (W)   HD_HELD1
 QJ0103* NAVD 88 ORTHO HEIGHT -   179.062 (meters)      587.47  (feet) ADJUSTED
 QJ0103  ______________________________________________________________________
 QJ0103  GEOID HEIGHT    -        -36.540 (meters)                     GEOID18
 QJ0103  DYNAMIC HEIGHT  -        179.049 (meters)      587.43  (feet) COMP
 QJ0103  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 QJ0103
 QJ0103  VERT ORDER      -  SECOND    CLASS I
 QJ0103
 QJ0103.The horizontal coordinates were determined by differentially corrected
 QJ0103.hand held GPS observations or other comparable positioning techniques
 QJ0103.and have an estimated accuracy of +/- 3 meters.
 QJ0103
 QJ0103.The orthometric height was determined by differential leveling and
 QJ0103.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0103.in November 2024.
 QJ0103
 QJ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0103.GEOID18 height accuracy estimate available here.
 QJ0103
 QJ0103.This Water Level Mark is designated as VM 18362
 QJ0103.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0103
 QJ0103.Click photographs - Photos may exist for this station.
 QJ0103
 QJ0103.The dynamic height is computed by dividing the NAVD 88
 QJ0103.geopotential number by the normal gravity value computed on the
 QJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0103.degrees latitude (g = 980.6199 gals.).
 QJ0103
 QJ0103.The modeled gravity was interpolated from observed gravity values.
 QJ0103
 QJ0103;                    North         East    Units  Estimated Accuracy
 QJ0103;SPC MI C     -   194,530.6   6,073,672.5     MT  (+/- 3 meters HH1 GPS) 
 QJ0103
 QJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0859992877(NAD 83)
 QJ0103
 QJ0103                          SUPERSEDED SURVEY CONTROL
 QJ0103
 QJ0103  NAVD 88 (06/15/91)  179.054  (m)          587.45   (f) SUPERSEDED  1 2
 QJ0103
 QJ0103.Superseded values are not recommended for survey control.
 QJ0103
 QJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0103.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0103
 QJ0103_MARKER: DD = SURVEY DISK
 QJ0103_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QJ0103_SP_SET: ABUTMENT
 QJ0103_STAMPING: RIVER CBF 1963 USLS
 QJ0103_MARK LOGO: USACE
 QJ0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0103+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 QJ0103
 QJ0103  HISTORY     - Date     Condition        Report By
 QJ0103  HISTORY     - 1963     MONUMENTED       USLS
 QJ0103  HISTORY     - 1983     GOOD             NGS
 QJ0103  HISTORY     - 19990515 GOOD             USPSQD
 QJ0103  HISTORY     - 20051230 GOOD             USPSQD
 QJ0103  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0103
 QJ0103                          STATION DESCRIPTION
 QJ0103
 QJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0103'IN ALPENA.
 QJ0103'IN ALPENA, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH-SOUTHWEST
 QJ0103'ABUTMENT OF THE THUNDER BAY BRIDGE, 0.1 KM (0.05 MI) SOUTH-SOUTHWEST
 QJ0103'ALONG SECOND STREET FROM THE POST OFFICE, 9.05 METERS (29.7 FT)
 QJ0103'SOUTHEAST OF THE CENTERLINE OF SECOND AVENUE, 1.92 METERS (6.3 FT)
 QJ0103'BELOW THE TOP OF THE ABUTMENT, 1.52 METERS (5.0 FT) ABOVE BREAKWALL,
 QJ0103'AND 11.34 METERS (37.2 FT) SOUTHWEST OF A POWERLINE POLE.
 QJ0103'THE MARK IS 0.82 M BELOW SECOND AVENUE.
 QJ0103
 QJ0103                          STATION RECOVERY (1999)
 QJ0103
 QJ0103'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0103'RECOVERED IN GOOD CONDITION.
 QJ0103
 QJ0103                          STATION RECOVERY (2005)
 QJ0103
 QJ0103'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0103'RECOVERED IN GOOD CONDITION.
 QJ0103
 QJ0103                          STATION RECOVERY (2023)
 QJ0103
 QJ0103'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0103'THE SURVEY MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF LACHINE,
 QJ0103'11.2 MI (18.0 KM) NORTH OF OSSINEKE AND IN THE TOWN OF ALPENA, MI.
 QJ0103'
 QJ0103'TO REACH MARK 907 5065 RIVER, IN ALPENA, ALPENA COUNTY, MICHIGAN FROM
 QJ0103'THE INTERSECTION US-23 (CHISHOLM ST) AND M-32W (THIRD AVE), PROCEED
 QJ0103'SOUTH ALONG US-23 (CHISHOLM ST) FOR 0.1 MI (0.2 KM) TO THE
 QJ0103'INTERSECTION OF US-23 (CHISHOLM ST) AND SECOND AVENUE, PROCEED
 QJ0103'NORTHEAST ON SECOND AVENUE FOR 0.2 MI (0.3 KM) TO THE SECOND AVENUE
 QJ0103'BASCULE BRIDGE.
 QJ0103'
 QJ0103'THE MARK IS SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH-SOUTHWEST
 QJ0103'ABUTMENT OF THE SECOND AVENUE BRIDGE OVER THE THUNDER BAY RIVER, ON
 QJ0103'WEST SIDE OF RIVER, 11.34 M (37.2 FT) SOUTHWEST OF A POWER LINE POLE,
 QJ0103'9.05 M (29.7 FT) SOUTHEAST OF THE CENTERLINE OF SECOND AVENUE, 1.92 M
 QJ0103'(6.3 FT) BELOW THE TOP OF THE ABUTMENT, 1.52 M (5.0 FT) ABOVE THE
 QJ0103'BREAKWALL, 0.82 M (2.7 FT) BELOW SECOND AVENUE.  THE ADDRESS OF THE
 QJ0103'SECOND AVENUE BASCULE BRIDGE IS 125 N SECOND AVENUE ALPENA, MI 49707.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0097 ***********************************************************************
 QJ0097  DESIGNATION -  907 5065 STP
 QJ0097  PID         -  QJ0097
 QJ0097  STATE/COUNTY-  MI/ALPENA
 QJ0097  COUNTRY     -  US
 QJ0097  USGS QUAD   -  ALPENA (2017)
 QJ0097
 QJ0097                         *CURRENT SURVEY CONTROL
 QJ0097  ______________________________________________________________________
 QJ0097* NAD 83(1986) POSITION- 45 03 39.     (N) 083 25 42.     (W)   SCALED
 QJ0097* NAVD 88 ORTHO HEIGHT -   178.837 (meters)      586.73  (feet) ADJUSTED
 QJ0097  ______________________________________________________________________
 QJ0097  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 QJ0097  DYNAMIC HEIGHT  -        178.825 (meters)      586.70  (feet) COMP
 QJ0097  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 QJ0097
 QJ0097  VERT ORDER      -  FIRST     CLASS II
 QJ0097
 QJ0097.The horizontal coordinates were scaled from a map and have
 QJ0097.an estimated accuracy of +/- 6 seconds.
 QJ0097
 QJ0097.The orthometric height was determined by differential leveling and
 QJ0097.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0097.in June 1991.
 QJ0097
 QJ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0097.GEOID18 height accuracy estimate available here.
 QJ0097
 QJ0097.Click photographs - Photos may exist for this station.
 QJ0097
 QJ0097.The dynamic height is computed by dividing the NAVD 88
 QJ0097.geopotential number by the normal gravity value computed on the
 QJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0097.degrees latitude (g = 980.6199 gals.).
 QJ0097
 QJ0097.The modeled gravity was interpolated from observed gravity values.
 QJ0097
 QJ0097;                    North         East    Units  Estimated Accuracy
 QJ0097;SPC MI C     -   194,240.    6,073,900.      MT  (+/- 180 meters Scaled)
 QJ0097
 QJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK088925(NAD 83)
 QJ0097
 QJ0097                          SUPERSEDED SURVEY CONTROL
 QJ0097
 QJ0097.No superseded survey control is available for this station.
 QJ0097
 QJ0097_MARKER: DD = SURVEY DISK
 QJ0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0097_SP_SET: PLANTER BOX
 QJ0097_STAMPING: STP 1972
 QJ0097_MARK LOGO: USACE
 QJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0097+STABILITY: SURFACE MOTION
 QJ0097
 QJ0097  HISTORY     - Date     Condition        Report By
 QJ0097  HISTORY     - 1972     MONUMENTED       USLS
 QJ0097  HISTORY     - 1983     GOOD             NGS
 QJ0097  HISTORY     - 19990515 GOOD             USPSQD
 QJ0097  HISTORY     - 20251120 MARK NOT FOUND   INDIV
 QJ0097
 QJ0097                          STATION DESCRIPTION
 QJ0097
 QJ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0097'IN ALPENA.
 QJ0097'IN ALPENA, AT THE SEWAGE TREATMENT PLANT LOCATED AT THE JUNCTION OF
 QJ0097'HARBOR DRIVE AND WATER STREET AND ON THE SOUTHWEST SIDE OF THUNDER BAY
 QJ0097'RIVER, SET AT THE NORTH CORNER OF A CONCRETE FLOWER PLANTER BOX,
 QJ0097'20.03 METERS (65.7 FT) EAST OF AN ALUMINUM LIGHT POLE, 3.66 METERS
 QJ0097'(12.0 FT) WEST OF THE NORTH CORNER OF SEWAGE TREATMENT PLANT,
 QJ0097'2.56 METERS (8.4 FT) FROM THE EAST FACE OF BUILDING, 1.19 METERS
 QJ0097'(3.9 FT) NORTHEAST OF EDGE OF SIDEWALK TO THE ENTRANCE OF THE PLANT,
 QJ0097'AND 0.12 METER (0.4 FT) SOUTH OF NORTH CORNER OF THE FLOWER PLANTER
 QJ0097'BOX.
 QJ0097'THE MARK IS 0.52 M ABOVE GROUND.
 QJ0097
 QJ0097                          STATION RECOVERY (1999)
 QJ0097
 QJ0097'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0097'RECOVERED IN GOOD CONDITION.
 QJ0097
 QJ0097                          STATION RECOVERY (2025)
 QJ0097
 QJ0097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0097'PLANTER REMOVED OR DESTROYED DURING BUILDING EXPANSION.  AS PER CITY
 QJ0097'OF ALPENA MUNICIPAL COUNCIL MINUTES OF JANUARY 17, 2000 THE
 QJ0097'"WASTEWATER TREATMENT OFFICE EXPANSION PROJECT, AS PRESENTED BY ROWE
 QJ0097'INCORPORATED AND WAKELY ASSOCIATES FOR A TWO-STORY BUILDING, BE
 QJ0097'APPROVED".  THE PLANTER IS TOO SMALL TO BE SEEN IN SATELLITE PHOTOS
 QJ0097'DIRECTLY BUT THOSE OF 5/9/1993 SHOW SIDEWALK CURVING FROM THE
 QJ0097'NORTHEASTERN FACE OF THE BUILDING NORTH TO THE DRIVEWAY, PRESUMABLY
 QJ0097'AROUND THE PLANTER.  THE PHOTOS OF 6/1/2005 SHOW A BUILDING EXPANSION
 QJ0097'OCCUPYING THIS AREA.  THE NEAREST LIGHT POLE APPEARS TO BE THE
 QJ0097'ORIGINAL AND THE DESCRIPTION MEASUREMENT FROM IT PLACE THE MONUMENT
 QJ0097'LOCATION WITHIN THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0144 ***********************************************************************
 QJ0144  DESIGNATION -  907 5069 BAY USLS
 QJ0144  PID         -  QJ0144
 QJ0144  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0144  COUNTRY     -  US
 QJ0144  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0144
 QJ0144                         *CURRENT SURVEY CONTROL
 QJ0144  ______________________________________________________________________
 QJ0144* NAD 83(1986) POSITION- 45 20 34.     (N) 083 29 00.     (W)   SCALED
 QJ0144* NAVD 88 ORTHO HEIGHT -   177.951 (meters)      583.83  (feet) ADJUSTED
 QJ0144  ______________________________________________________________________
 QJ0144  GEOID HEIGHT    -        -36.963 (meters)                     GEOID18
 QJ0144  DYNAMIC HEIGHT  -        177.942 (meters)      583.80  (feet) COMP
 QJ0144  MODELED GRAVITY -    980,563.0   (mgal)                       NAVD 88
 QJ0144
 QJ0144  VERT ORDER      -  FIRST     CLASS II
 QJ0144
 QJ0144.The horizontal coordinates were scaled from a map and have
 QJ0144.an estimated accuracy of +/- 6 seconds.
 QJ0144
 QJ0144.The orthometric height was determined by differential leveling and
 QJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0144.in June 1991.
 QJ0144
 QJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0144.GEOID18 height accuracy estimate available here.
 QJ0144
 QJ0144.Click photographs - Photos may exist for this station.
 QJ0144
 QJ0144.The dynamic height is computed by dividing the NAVD 88
 QJ0144.geopotential number by the normal gravity value computed on the
 QJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0144.degrees latitude (g = 980.6199 gals.).
 QJ0144
 QJ0144.The modeled gravity was interpolated from observed gravity values.
 QJ0144
 QJ0144;                    North         East    Units  Estimated Accuracy
 QJ0144;SPC MI C     -   225,520.    6,069,230.      MT  (+/- 180 meters Scaled)
 QJ0144
 QJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL054240(NAD 83)
 QJ0144
 QJ0144                          SUPERSEDED SURVEY CONTROL
 QJ0144
 QJ0144.No superseded survey control is available for this station.
 QJ0144
 QJ0144_MARKER: I = METAL ROD
 QJ0144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0144+WITH SETTING: INFORMATION.
 QJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0144+STABILITY: SURFACE MOTION
 QJ0144
 QJ0144  HISTORY     - Date     Condition        Report By
 QJ0144  HISTORY     - 1950     MONUMENTED       USLS
 QJ0144  HISTORY     - 1983     GOOD             NGS
 QJ0144
 QJ0144                          STATION DESCRIPTION
 QJ0144
 QJ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0144'32.75 KM (20.35 MI) SE FROM ROGERS CITY.
 QJ0144'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0144'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0144'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0144'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM
 QJ0144'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0144'0.2 KM (0.1 MI) EAST ALONG THE EXIT ROAD LEADING TO THE OLD LIGHTHOUSE
 QJ0144'TOWER, ALSO 0.4 KM (0.25 MI) WEST ALONG THE EXIT ROAD FROM THE PRESQUE
 QJ0144'LIGHT HOUSE, 7.25 METERS (23.8 FT) SOUTH OF TRIANGULAR BLAZE IN A
 QJ0144'0.42 METER (1.4 FT) SPRUCE TREE, 6.25 METERS (21.4 FT) WEST OF A
 QJ0144'TRIANGULAR BLAZE IN 0.30 METER (1.0 FT) SPRUCE TREE, 28.95 METERS
 QJ0144'(95.0 FT) SOUTHWEST OF A WOODEN GATE, 27.43 METERS (90.0 FT)
 QJ0144'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 10.97 METERS
 QJ0144'(36.0 FT) WEST OF THE CENTER OF THE OLD TURN AROUND ROAD, 26.36 METERS
 QJ0144'(86.5 FT) EAST OF A POWERLINE POLE NUMBERED GLI-35-12 N, AND
 QJ0144'6.37 METERS (20.9 FT) EAST OF A TRIPLE-TRUNKED CEDAR TREE.  ROD IS
 QJ0144'FLUSH WITH THE GROUND.
 QJ0144'THE MARK IS 0.42 METERS  S FROM A WITNESS POST.
 QJ0144'THE MARK IS 0.18 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0145 ***********************************************************************
 QJ0145  DESIGNATION -  907 5069 DRIVE
 QJ0145  PID         -  QJ0145
 QJ0145  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0145  COUNTRY     -  US
 QJ0145  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0145
 QJ0145                         *CURRENT SURVEY CONTROL
 QJ0145  ______________________________________________________________________
 QJ0145* NAD 83(1986) POSITION- 45 20 34.     (N) 083 28 52.     (W)   SCALED
 QJ0145* NAVD 88 ORTHO HEIGHT -   177.419 (meters)      582.08  (feet) ADJUSTED
 QJ0145  ______________________________________________________________________
 QJ0145  GEOID HEIGHT    -        -36.964 (meters)                     GEOID18
 QJ0145  DYNAMIC HEIGHT  -        177.410 (meters)      582.05  (feet) COMP
 QJ0145  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 QJ0145
 QJ0145  VERT ORDER      -  FIRST     CLASS II
 QJ0145
 QJ0145.The horizontal coordinates were scaled from a map and have
 QJ0145.an estimated accuracy of +/- 6 seconds.
 QJ0145
 QJ0145.The orthometric height was determined by differential leveling and
 QJ0145.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0145.in June 1991.
 QJ0145
 QJ0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0145.GEOID18 height accuracy estimate available here.
 QJ0145
 QJ0145.Click photographs - Photos may exist for this station.
 QJ0145
 QJ0145.The dynamic height is computed by dividing the NAVD 88
 QJ0145.geopotential number by the normal gravity value computed on the
 QJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0145.degrees latitude (g = 980.6199 gals.).
 QJ0145
 QJ0145.The modeled gravity was interpolated from observed gravity values.
 QJ0145
 QJ0145;                    North         East    Units  Estimated Accuracy
 QJ0145;SPC MI C     -   225,520.    6,069,400.      MT  (+/- 180 meters Scaled)
 QJ0145
 QJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL056240(NAD 83)
 QJ0145
 QJ0145                          SUPERSEDED SURVEY CONTROL
 QJ0145
 QJ0145.No superseded survey control is available for this station.
 QJ0145
 QJ0145_MARKER: I = METAL ROD
 QJ0145_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0145+WITH SETTING: INFORMATION.
 QJ0145_PROJECTION: FLUSH
 QJ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0145_ROD/PIPE-DEPTH: 2.43 meters
 QJ0145
 QJ0145  HISTORY     - Date     Condition        Report By
 QJ0145  HISTORY     - 1975     MONUMENTED       NOS
 QJ0145  HISTORY     - 1983     GOOD             NGS
 QJ0145
 QJ0145                          STATION DESCRIPTION
 QJ0145
 QJ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0145'32.9 KM (20.45 MI) SE FROM ROGERS CITY.
 QJ0145'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0145'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0145'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0145'ALONG HIGHLAND PINE ROAD AND COUNTY EAST HIGHWAY 638, THENCE 1.3 KM
 QJ0145'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0145'0.3 KM (0.2 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0145'OLD LIGHTHOUSE TOWER, 0.25 KM (0.15 MI) WEST ALONG EXIT ROAD FROM THE
 QJ0145'LIGHTHOUSE, 1.82 METERS (6.0 FT) NORTH OF THE CENTER OF THE ROAD, AND
 QJ0145'1.21 METERS (4.0 FT) SOUTHEAST OF THE TRIANGLAR BLAZE IN A TWELVE INCH
 QJ0145'CEDER TREE.  NOTE, THE USLS DESCRIPTION CALLED IT A 5/8-INCH COPPER
 QJ0145'COATED STEEL ROD, BUT IT IS A 7/8-INCH IRON ROD.
 QJ0145'THE MARK IS 0.48 METERS  S FROM A WITNESS POST.
 QJ0145'THE MARK IS 0.15 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0148 ***********************************************************************
 QJ0148  DESIGNATION -  907 5069 PI 2 USLS
 QJ0148  PID         -  QJ0148
 QJ0148  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0148  COUNTRY     -  US
 QJ0148  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0148
 QJ0148                         *CURRENT SURVEY CONTROL
 QJ0148  ______________________________________________________________________
 QJ0148* NAD 83(1986) POSITION- 45 20 32.     (N) 083 28 41.     (W)   SCALED
 QJ0148* NAVD 88 ORTHO HEIGHT -   179.952 (meters)      590.39  (feet) ADJUSTED
 QJ0148  ______________________________________________________________________
 QJ0148  GEOID HEIGHT    -        -36.965 (meters)                     GEOID18
 QJ0148  DYNAMIC HEIGHT  -        179.943 (meters)      590.36  (feet) COMP
 QJ0148  MODELED GRAVITY -    980,563.2   (mgal)                       NAVD 88
 QJ0148  OBS GRAVITY     -    980,563.2   (mgal)                       GRAV_OBS
 QJ0148
 QJ0148  VERT ORDER      -  FIRST     CLASS II
 QJ0148
 QJ0148.The horizontal coordinates were scaled from a map and have
 QJ0148.an estimated accuracy of +/- 6 seconds.
 QJ0148
 QJ0148.The orthometric height was determined by differential leveling and
 QJ0148.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0148.in June 1991.
 QJ0148
 QJ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0148.GEOID18 height accuracy estimate available here.
 QJ0148
 QJ0148.Click photographs - Photos may exist for this station.
 QJ0148
 QJ0148.The dynamic height is computed by dividing the NAVD 88
 QJ0148.geopotential number by the normal gravity value computed on the
 QJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0148.degrees latitude (g = 980.6199 gals.).
 QJ0148
 QJ0148.The modeled gravity was interpolated from observed gravity values.
 QJ0148
 QJ0148.The observed gravity was obtained from relative gravimeter ties
 QJ0148.to the IGSN71 gravity network.
 QJ0148
 QJ0148;                    North         East    Units  Estimated Accuracy
 QJ0148;SPC MI C     -   225,460.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0148
 QJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL058239(NAD 83)
 QJ0148
 QJ0148                          SUPERSEDED SURVEY CONTROL
 QJ0148
 QJ0148.No superseded survey control is available for this station.
 QJ0148
 QJ0148_MARKER: DD = SURVEY DISK
 QJ0148_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0148_SP_SET: LIGHTHOUSE WALL
 QJ0148_STAMPING: PI 2 1938
 QJ0148_MARK LOGO: USLS
 QJ0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0148
 QJ0148  HISTORY     - Date     Condition        Report By
 QJ0148  HISTORY     - 1938     MONUMENTED       USLS
 QJ0148  HISTORY     - 1983     GOOD             NGS
 QJ0148  HISTORY     - 19971011 GOOD             USPSQD
 QJ0148  HISTORY     - 19990816 GOOD             USPSQD
 QJ0148
 QJ0148                          STATION DESCRIPTION
 QJ0148
 QJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0148'33.2 KM (20.60 MI) SE FROM ROGERS CITY.
 QJ0148'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0148'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0148'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, 6.8 KM (4.2 MI) EAST ALONG
 QJ0148'HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM (0.8 MI)
 QJ0148'NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE 0.55 KM
 QJ0148'(0.35 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE OLD
 QJ0148'LIGHTHOUSE, SET VERTICAL IN THE SOUTHWEST FACE OF THE OLD LIGHTHOUSE
 QJ0148'TOWER, AND 1.92 METERS (6.3 FT) FROM THE SOUTH SIDE OF THE DOORWAY TO
 QJ0148'THE LIGHTHOUSE.
 QJ0148'THE MARK IS 0.76 M ABOVE GROUND.
 QJ0148
 QJ0148                          STATION RECOVERY (1997)
 QJ0148
 QJ0148'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0148'RECOVERED IN GOOD CONDITION.
 QJ0148
 QJ0148                          STATION RECOVERY (1999)
 QJ0148
 QJ0148'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0149 ***********************************************************************
 QJ0149  DESIGNATION -  907 5069 PRESQUE ISLE
 QJ0149  PID         -  QJ0149
 QJ0149  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0149  COUNTRY     -  US
 QJ0149  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0149
 QJ0149                         *CURRENT SURVEY CONTROL
 QJ0149  ______________________________________________________________________
 QJ0149* NAD 83(1986) POSITION- 45 20 32.     (N) 083 28 41.     (W)   SCALED
 QJ0149* NAVD 88 ORTHO HEIGHT -   179.367 (meters)      588.47  (feet) ADJUSTED
 QJ0149  ______________________________________________________________________
 QJ0149  GEOID HEIGHT    -        -36.965 (meters)                     GEOID18
 QJ0149  DYNAMIC HEIGHT  -        179.358 (meters)      588.44  (feet) COMP
 QJ0149  MODELED GRAVITY -    980,563.2   (mgal)                       NAVD 88
 QJ0149
 QJ0149  VERT ORDER      -  FIRST     CLASS II
 QJ0149
 QJ0149.The horizontal coordinates were scaled from a map and have
 QJ0149.an estimated accuracy of +/- 6 seconds.
 QJ0149
 QJ0149.The orthometric height was determined by differential leveling and
 QJ0149.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0149.in June 1991.
 QJ0149
 QJ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0149.GEOID18 height accuracy estimate available here.
 QJ0149
 QJ0149.Click photographs - Photos may exist for this station.
 QJ0149
 QJ0149.The dynamic height is computed by dividing the NAVD 88
 QJ0149.geopotential number by the normal gravity value computed on the
 QJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0149.degrees latitude (g = 980.6199 gals.).
 QJ0149
 QJ0149.The modeled gravity was interpolated from observed gravity values.
 QJ0149
 QJ0149;                    North         East    Units  Estimated Accuracy
 QJ0149;SPC MI C     -   225,460.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0149
 QJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL058239(NAD 83)
 QJ0149
 QJ0149                          SUPERSEDED SURVEY CONTROL
 QJ0149
 QJ0149.No superseded survey control is available for this station.
 QJ0149
 QJ0149_MARKER: Q = CHISELED SQUARE
 QJ0149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0149_SP_SET: DOOR SILL
 QJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0149+STABILITY: SURFACE MOTION
 QJ0149
 QJ0149  HISTORY     - Date     Condition        Report By
 QJ0149  HISTORY     - 1858     MONUMENTED       USLS
 QJ0149  HISTORY     - 1983     GOOD             NGS
 QJ0149  HISTORY     - 19971011 POOR             USPSQD
 QJ0149  HISTORY     - 19990816 POOR             USPSQD
 QJ0149
 QJ0149                          STATION DESCRIPTION
 QJ0149
 QJ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0149'33.2 KM (20.60 MI) SE FROM ROGERS CITY.
 QJ0149'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0149'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0149'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0149'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM
 QJ0149'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0149'0.55 KM (0.35 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0149'OLD LIGHTHOUSE TOWER, A 2.35-CENTIMETER (2.5-INCH) CHISELED SQUARE ON
 QJ0149'THE DOOR SILL OF THE DOORWAY ON THE WEST SIDE OF THE OLD LIGHTHOUSE
 QJ0149'TOWER, 0.18 METER (0.6 FT) FROM THE WEST EDGE OF THE SILL, AND
 QJ0149'0.24 METER (0.8 FT) FROM THE SOUTH END.
 QJ0149'THE MARK IS 0.12 M ABOVE GROUND.
 QJ0149
 QJ0149                          STATION RECOVERY (1997)
 QJ0149
 QJ0149'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0149'MARK RECOVERED IN POOR CONDITION.
 QJ0149
 QJ0149                          STATION RECOVERY (1999)
 QJ0149
 QJ0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0149'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0146 ***********************************************************************
 QJ0146  DESIGNATION -  907 5069 TRAIL USLS
 QJ0146  PID         -  QJ0146
 QJ0146  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0146  COUNTRY     -  US
 QJ0146  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0146
 QJ0146                         *CURRENT SURVEY CONTROL
 QJ0146  ______________________________________________________________________
 QJ0146* NAD 83(1986) POSITION- 45 20 32.     (N) 083 28 48.     (W)   SCALED
 QJ0146* NAVD 88 ORTHO HEIGHT -   177.977 (meters)      583.91  (feet) ADJUSTED
 QJ0146  ______________________________________________________________________
 QJ0146  GEOID HEIGHT    -        -36.964 (meters)                     GEOID18
 QJ0146  DYNAMIC HEIGHT  -        177.968 (meters)      583.88  (feet) COMP
 QJ0146  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 QJ0146
 QJ0146  VERT ORDER      -  FIRST     CLASS II
 QJ0146
 QJ0146.The horizontal coordinates were scaled from a map and have
 QJ0146.an estimated accuracy of +/- 6 seconds.
 QJ0146
 QJ0146.The orthometric height was determined by differential leveling and
 QJ0146.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0146.in June 1991.
 QJ0146
 QJ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0146.GEOID18 height accuracy estimate available here.
 QJ0146
 QJ0146.Click photographs - Photos may exist for this station.
 QJ0146
 QJ0146.The dynamic height is computed by dividing the NAVD 88
 QJ0146.geopotential number by the normal gravity value computed on the
 QJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0146.degrees latitude (g = 980.6199 gals.).
 QJ0146
 QJ0146.The modeled gravity was interpolated from observed gravity values.
 QJ0146
 QJ0146;                    North         East    Units  Estimated Accuracy
 QJ0146;SPC MI C     -   225,460.    6,069,490.      MT  (+/- 180 meters Scaled)
 QJ0146
 QJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL057239(NAD 83)
 QJ0146
 QJ0146                          SUPERSEDED SURVEY CONTROL
 QJ0146
 QJ0146.No superseded survey control is available for this station.
 QJ0146
 QJ0146_MARKER: I = METAL ROD
 QJ0146_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0146+WITH SETTING: INFORMATION.
 QJ0146_PROJECTION: FLUSH
 QJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0146+STABILITY: SURFACE MOTION
 QJ0146_ROD/PIPE-DEPTH: 2.43 meters
 QJ0146
 QJ0146  HISTORY     - Date     Condition        Report By
 QJ0146  HISTORY     - 1950     MONUMENTED       USLS
 QJ0146  HISTORY     - 1983     GOOD             NGS
 QJ0146
 QJ0146                          STATION DESCRIPTION
 QJ0146
 QJ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0146'33.0 KM (20.50 MI) SW FROM ROGERS CITY.
 QJ0146'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0146'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0146'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0146'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.30 KM
 QJ0146'(0.80 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0146'0.4 KM (0.25 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0146'OLD LIGHTHOUSE, ALSO ABOUT 0.2 KM (0.1 MI) WEST OF THE LIGHTHOUSE, A
 QJ0146'0.36-METER (1.4-INCH) IRON ROD, 23.33 METERS (76.2 FT) NORTH OF A
 QJ0146'POWERLINE POLE NUMBERED G-5, 10.82 METERS (35.5 FT) SOUTHEAST OF A
 QJ0146'TRIANGULAR BLAZE IN A 0.30-METER (1.0-FT) DIAMETER SPRUCE TREE,
 QJ0146'0.48 METER (1.6 FT) NORTHWEST OF A TRIANGULAR BLAZE IN A 0.18-METER
 QJ0146'(0.6-FT) DIAMETER CEDER TREE, AND 0.49 METER (1.5 FT) NORTHEAST OF A
 QJ0146'TRIANGULAR BLAZE IN A 0.2-METER (0.8-FT) DIAMETER WHITE PINE TREE.
 QJ0146'THE MARK IS 1.31 METERS  ENE FROM A WITNESS POST.
 QJ0146'THE MARK IS 0.18 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0176 ***********************************************************************
 QJ0176  DESIGNATION -  907 5073 LAUNDRY USE
 QJ0176  PID         -  QJ0176
 QJ0176  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0176  COUNTRY     -  US
 QJ0176  USGS QUAD   -  ROGERS CITY (2017)
 QJ0176
 QJ0176                         *CURRENT SURVEY CONTROL
 QJ0176  ______________________________________________________________________
 QJ0176* NAD 83(1986) POSITION- 45 25 17.     (N) 083 48 56.     (W)   SCALED
 QJ0176* NAVD 88 ORTHO HEIGHT -   183.632 (meters)      602.47  (feet) ADJUSTED
 QJ0176  ______________________________________________________________________
 QJ0176  GEOID HEIGHT    -        -36.840 (meters)                     GEOID18
 QJ0176  DYNAMIC HEIGHT  -        183.623 (meters)      602.44  (feet) COMP
 QJ0176  MODELED GRAVITY -    980,561.6   (mgal)                       NAVD 88
 QJ0176
 QJ0176  VERT ORDER      -  FIRST     CLASS II
 QJ0176
 QJ0176.The horizontal coordinates were scaled from a map and have
 QJ0176.an estimated accuracy of +/- 6 seconds.
 QJ0176
 QJ0176.The orthometric height was determined by differential leveling and
 QJ0176.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0176.in June 1991.
 QJ0176
 QJ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0176.GEOID18 height accuracy estimate available here.
 QJ0176
 QJ0176.Click photographs - Photos may exist for this station.
 QJ0176
 QJ0176.The dynamic height is computed by dividing the NAVD 88
 QJ0176.geopotential number by the normal gravity value computed on the
 QJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0176.degrees latitude (g = 980.6199 gals.).
 QJ0176
 QJ0176.The modeled gravity was interpolated from observed gravity values.
 QJ0176
 QJ0176;                    North         East    Units  Estimated Accuracy
 QJ0176;SPC MI C     -   234,030.    6,043,130.      MT  (+/- 180 meters Scaled)
 QJ0176
 QJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL797336(NAD 83)
 QJ0176
 QJ0176                          SUPERSEDED SURVEY CONTROL
 QJ0176
 QJ0176.No superseded survey control is available for this station.
 QJ0176
 QJ0176_MARKER: DD = SURVEY DISK
 QJ0176_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0176_SP_SET: FOUNDATION WALL
 QJ0176_STAMPING: BM LAUNDRY 1963
 QJ0176_MARK LOGO: USACE
 QJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0176+STABILITY: SURFACE MOTION
 QJ0176
 QJ0176  HISTORY     - Date     Condition        Report By
 QJ0176  HISTORY     - 1963     MONUMENTED       USACE
 QJ0176  HISTORY     - 1983     GOOD             NGS
 QJ0176  HISTORY     - 20010331 GOOD             NGS
 QJ0176  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QJ0176
 QJ0176                          STATION DESCRIPTION
 QJ0176
 QJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0176'IN ROGERS CITY.
 QJ0176'IN ROGERS CITY AT THE NORTHEAST CORNER OF MICHIGAN AVENUE AND SECOND
 QJ0176'STREET, AT THE SOUTHEAST CORNER OF A BLUE BRICK BUILDING, IS ABOUT
 QJ0176'1.15 METERS (3.8 FT) ABOVE THE GROUND, 18.98 METERS (62.3 FT)
 QJ0176'NORTHEAST OF A FLAGPOLE IN THE CENTER OF AN ISLAND IN THE CENTER OF
 QJ0176'MICHIGAN AVENUE, IN LINE WITH THE NORTHEAST SIDE OF THE BLUE BRICK
 QJ0176'BUILDING, AND 1.06 METERS (3.5 FT) NORTHEAST OF THE SOUTHEAST CORNER
 QJ0176'OF THE BLUE BRICK BUILDING.
 QJ0176
 QJ0176                          STATION RECOVERY (2001)
 QJ0176
 QJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0176
 QJ0176                          STATION RECOVERY (2004)
 QJ0176
 QJ0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0176'BLUE BRICK BUILDING IS NOW PAINTED GOLD, BUT NO EVIDENCE OF THE MARKER
 QJ0176'COULD BE FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0179 ***********************************************************************
 QJ0179  DESIGNATION -  907 5073 MONUMENT USLS
 QJ0179  PID         -  QJ0179
 QJ0179  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0179  COUNTRY     -  US
 QJ0179  USGS QUAD   -  ROGERS CITY (2017)
 QJ0179
 QJ0179                         *CURRENT SURVEY CONTROL
 QJ0179  ______________________________________________________________________
 QJ0179* NAD 83(1986) POSITION- 45 25 19.     (N) 083 48 50.     (W)   SCALED
 QJ0179* NAVD 88 ORTHO HEIGHT -   178.632 (meters)      586.06  (feet) ADJUSTED
 QJ0179  ______________________________________________________________________
 QJ0179  GEOID HEIGHT    -        -36.843 (meters)                     GEOID18
 QJ0179  DYNAMIC HEIGHT  -        178.622 (meters)      586.03  (feet) COMP
 QJ0179  MODELED GRAVITY -    980,561.7   (mgal)                       NAVD 88
 QJ0179
 QJ0179  VERT ORDER      -  FIRST     CLASS II
 QJ0179
 QJ0179.The horizontal coordinates were scaled from a map and have
 QJ0179.an estimated accuracy of +/- 6 seconds.
 QJ0179
 QJ0179.The orthometric height was determined by differential leveling and
 QJ0179.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0179.in June 1991.
 QJ0179
 QJ0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0179.GEOID18 height accuracy estimate available here.
 QJ0179
 QJ0179.Click photographs - Photos may exist for this station.
 QJ0179
 QJ0179.The dynamic height is computed by dividing the NAVD 88
 QJ0179.geopotential number by the normal gravity value computed on the
 QJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0179.degrees latitude (g = 980.6199 gals.).
 QJ0179
 QJ0179.The modeled gravity was interpolated from observed gravity values.
 QJ0179
 QJ0179;                    North         East    Units  Estimated Accuracy
 QJ0179;SPC MI C     -   234,090.    6,043,260.      MT  (+/- 180 meters Scaled)
 QJ0179
 QJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL798336(NAD 83)
 QJ0179
 QJ0179                          SUPERSEDED SURVEY CONTROL
 QJ0179
 QJ0179.No superseded survey control is available for this station.
 QJ0179
 QJ0179_MARKER: I = METAL ROD
 QJ0179_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0179+WITH SETTING: INFORMATION.
 QJ0179_PROJECTION: FLUSH
 QJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0179+STABILITY: SURFACE MOTION
 QJ0179_ROD/PIPE-DEPTH: 1.82 meters
 QJ0179
 QJ0179  HISTORY     - Date     Condition        Report By
 QJ0179  HISTORY     - 1963     MONUMENTED       USLS
 QJ0179  HISTORY     - 1983     GOOD             NGS
 QJ0179  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QJ0179  HISTORY     - 20040808 GOOD             USPSQD
 QJ0179  HISTORY     - 20160525 MARK NOT FOUND   C2AE
 QJ0179
 QJ0179                          STATION DESCRIPTION
 QJ0179
 QJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0179'IN ROGERS CITY.
 QJ0179'IN ROGERS CITY LOCATED AT THE NORTHEAST END OF MICHIGAN AVENUE, IN THE
 QJ0179'LAWN AT THE SOUTHWEST EDGE OF LAKESIDE PARK, SET 0.3 METER (1.0 FT)
 QJ0179'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A STONE MONUMENT,
 QJ0179'IS 0.12 METER (0.4 FT) BELOW GROUND LEVEL, AND 17.67 METERS (58.0 FT)
 QJ0179'NORTHEAST OF THE CENTER OF LAKE STREET.
 QJ0179'THE MARK IS 0.6 M BELOW LAKE STREET.
 QJ0179
 QJ0179                          STATION RECOVERY (2001)
 QJ0179
 QJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0179
 QJ0179                          STATION RECOVERY (2004)
 QJ0179
 QJ0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0179'RECOVERED IN GOOD CONDITION.
 QJ0179
 QJ0179                          STATION RECOVERY (2016)
 QJ0179
 QJ0179'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 QJ0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0177 ***********************************************************************
 QJ0177  DESIGNATION -  907 5073 ROGERS USE
 QJ0177  PID         -  QJ0177
 QJ0177  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0177  COUNTRY     -  US
 QJ0177  USGS QUAD   -  ROGERS CITY (2017)
 QJ0177
 QJ0177                         *CURRENT SURVEY CONTROL
 QJ0177  ______________________________________________________________________
 QJ0177* NAD 83(1986) POSITION- 45 25 13.8    (N) 083 48 58.3    (W)   HD_HELD2
 QJ0177* NAVD 88 ORTHO HEIGHT -   185.242 (meters)      607.75  (feet) ADJUSTED
 QJ0177  ______________________________________________________________________
 QJ0177  GEOID HEIGHT    -        -36.838 (meters)                     GEOID18
 QJ0177  DYNAMIC HEIGHT  -        185.232 (meters)      607.72  (feet) COMP
 QJ0177  MODELED GRAVITY -    980,561.3   (mgal)                       NAVD 88
 QJ0177
 QJ0177  VERT ORDER      -  FIRST     CLASS II
 QJ0177
 QJ0177.The horizontal coordinates were established by autonomous hand held GPS
 QJ0177.observations and have an estimated accuracy of +/- 10 meters.
 QJ0177
 QJ0177.The orthometric height was determined by differential leveling and
 QJ0177.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0177.in June 1991.
 QJ0177
 QJ0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0177.GEOID18 height accuracy estimate available here.
 QJ0177
 QJ0177.Click photographs - Photos may exist for this station.
 QJ0177
 QJ0177.The dynamic height is computed by dividing the NAVD 88
 QJ0177.geopotential number by the normal gravity value computed on the
 QJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0177.degrees latitude (g = 980.6199 gals.).
 QJ0177
 QJ0177.The modeled gravity was interpolated from observed gravity values.
 QJ0177
 QJ0177;                    North         East    Units  Estimated Accuracy
 QJ0177;SPC MI C     -   233,927.    6,043,082.      MT  (+/- 10 meters HH2 GPS)
 QJ0177
 QJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7967133522(NAD 83)
 QJ0177
 QJ0177                          SUPERSEDED SURVEY CONTROL
 QJ0177
 QJ0177.No superseded survey control is available for this station.
 QJ0177
 QJ0177_MARKER: DD = SURVEY DISK
 QJ0177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0177_SP_SET: FOUNDATION WALL
 QJ0177_STAMPING: BM ROGERS CBF USLS 1963
 QJ0177_MARK LOGO: USACE
 QJ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0177+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 QJ0177
 QJ0177  HISTORY     - Date     Condition        Report By
 QJ0177  HISTORY     - 1963     MONUMENTED       USACE
 QJ0177  HISTORY     - 1983     GOOD             NGS
 QJ0177  HISTORY     - 20010331 GOOD             NGS
 QJ0177  HISTORY     - 20040811 GOOD             USPSQD
 QJ0177  HISTORY     - 20160525 GOOD             C2AE
 QJ0177
 QJ0177                          STATION DESCRIPTION
 QJ0177
 QJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0177'IN ROGERS CITY.
 QJ0177'IN ROGERS CITY AT THE SOUTHEAST CORNER OF EAST MICHIGAN AVENUE AND
 QJ0177'THIRD STREET, IS A CORPS OF ENGINEERS DISK SET VERTICALLY IN THE
 QJ0177'NORTHEAST FACE OF THE POST OFFICE BUILDING, IS ABOUT 1.15 METERS
 QJ0177'(3.8 FT) ABOVE THE LEVEL OF THE PARKING LOT ASPHALT, 24.07 METERS
 QJ0177'(79.0 FT) SOUTHEAST OF A FLAGPOLE IN THE CENTER OF AN ISLAND IN THE
 QJ0177'CENTER OF MICHIGAN AVENUE AND IN LINE WITH THE NORTHWEST AND SOUTHWEST
 QJ0177'WALL OF THE POST OFFICE BUILDING, 4.02 METERS (13.2 FT) NORTHWEST OF
 QJ0177'THE NORTHEAST CORNER OF THE LOADING DOCK, AND 0.6 METER (2.0 FT)
 QJ0177'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 QJ0177
 QJ0177                          STATION RECOVERY (2001)
 QJ0177
 QJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0177
 QJ0177                          STATION RECOVERY (2004)
 QJ0177
 QJ0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0177'RECOVERED IN GOOD CONDITION.
 QJ0177
 QJ0177                          STATION RECOVERY (2016)
 QJ0177
 QJ0177'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 QJ0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0518 ***********************************************************************
 QK0518  DESIGNATION -  907 5074 CULVERT USLS
 QK0518  PID         -  QK0518
 QK0518  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0518  COUNTRY     -  US
 QK0518  USGS QUAD   -  GRACE (2017)
 QK0518
 QK0518                         *CURRENT SURVEY CONTROL
 QK0518  ______________________________________________________________________
 QK0518* NAD 83(1986) POSITION- 45 35 29.     (N) 084 09 59.     (W)   SCALED
 QK0518* NAVD 88 ORTHO HEIGHT -   179.201 (meters)      587.93  (feet) ADJUSTED
 QK0518  ______________________________________________________________________
 QK0518  GEOID HEIGHT    -        -36.532 (meters)                     GEOID18
 QK0518  DYNAMIC HEIGHT  -        179.196 (meters)      587.91  (feet) COMP
 QK0518  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QK0518
 QK0518  VERT ORDER      -  FIRST     CLASS II
 QK0518
 QK0518.The horizontal coordinates were scaled from a map and have
 QK0518.an estimated accuracy of +/- 6 seconds.
 QK0518
 QK0518.The orthometric height was determined by differential leveling and
 QK0518.adjusted by the NATIONAL GEODETIC SURVEY
 QK0518.in June 1991.
 QK0518
 QK0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0518.GEOID18 height accuracy estimate available here.
 QK0518
 QK0518.Click photographs - Photos may exist for this station.
 QK0518
 QK0518.The dynamic height is computed by dividing the NAVD 88
 QK0518.geopotential number by the normal gravity value computed on the
 QK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0518.degrees latitude (g = 980.6199 gals.).
 QK0518
 QK0518.The modeled gravity was interpolated from observed gravity values.
 QK0518
 QK0518;                    North         East    Units  Estimated Accuracy
 QK0518;SPC MI C     -   252,790.    6,015,630.      MT  (+/- 180 meters Scaled)
 QK0518
 QK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR210525(NAD 83)
 QK0518
 QK0518                          SUPERSEDED SURVEY CONTROL
 QK0518
 QK0518.No superseded survey control is available for this station.
 QK0518
 QK0518_MARKER: Q = CHISELED SQUARE
 QK0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0518_SP_SET: CULVERT HEADWALL
 QK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0518+STABILITY: SURFACE MOTION
 QK0518
 QK0518  HISTORY     - Date     Condition        Report By
 QK0518  HISTORY     - 1963     MONUMENTED       USLS
 QK0518  HISTORY     - 1983     GOOD             NGS
 QK0518  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0518
 QK0518                          STATION DESCRIPTION
 QK0518
 QK0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0518'27.8 KM (17.3 MI) SE FROM CHEBOYGAN.
 QK0518'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0518'THE POST OFFICE IN CHEBOYGAN, THENCE 27.6 KM (17.15 MI) EAST AND SOUTH
 QK0518'ALONG U.S. HIGHWAY 23, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 23, IS
 QK0518'A 1-1/2 INCH SQUARE FORMED BY TWO CHISELED LINES ON THE NORTH CORNER
 QK0518'AT THE NORTHWEST END OF THE NORTHEAST HEADWALL, AND 10.36 METERS
 QK0518'(34.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 23.
 QK0518'THE MARK IS 0.9 M BELOW HIGHWAY 23.
 QK0518
 QK0518                          STATION RECOVERY (2004)
 QK0518
 QK0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0518'THERE IS NOW A METAL CULVERT INSTEAD OF A CONCRETE ONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0519 ***********************************************************************
 QK0519  DESIGNATION -  907 5074 E
 QK0519  PID         -  QK0519
 QK0519  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0519  COUNTRY     -  US
 QK0519  USGS QUAD   -  GRACE (2017)
 QK0519
 QK0519                         *CURRENT SURVEY CONTROL
 QK0519  ______________________________________________________________________
 QK0519* NAD 83(1986) POSITION- 45 35 23.     (N) 084 09 54.     (W)   SCALED
 QK0519* NAVD 88 ORTHO HEIGHT -   179.476 (meters)      588.83  (feet) ADJUSTED
 QK0519  ______________________________________________________________________
 QK0519  GEOID HEIGHT    -        -36.532 (meters)                     GEOID18
 QK0519  DYNAMIC HEIGHT  -        179.471 (meters)      588.81  (feet) COMP
 QK0519  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 QK0519
 QK0519  VERT ORDER      -  FIRST     CLASS II
 QK0519
 QK0519.The horizontal coordinates were scaled from a map and have
 QK0519.an estimated accuracy of +/- 6 seconds.
 QK0519
 QK0519.The orthometric height was determined by differential leveling and
 QK0519.adjusted by the NATIONAL GEODETIC SURVEY
 QK0519.in June 1991.
 QK0519
 QK0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0519.GEOID18 height accuracy estimate available here.
 QK0519
 QK0519.Click photographs - Photos may exist for this station.
 QK0519
 QK0519.The dynamic height is computed by dividing the NAVD 88
 QK0519.geopotential number by the normal gravity value computed on the
 QK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0519.degrees latitude (g = 980.6199 gals.).
 QK0519
 QK0519.The modeled gravity was interpolated from observed gravity values.
 QK0519
 QK0519;                    North         East    Units  Estimated Accuracy
 QK0519;SPC MI C     -   252,610.    6,015,740.      MT  (+/- 180 meters Scaled)
 QK0519
 QK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR211523(NAD 83)
 QK0519
 QK0519                          SUPERSEDED SURVEY CONTROL
 QK0519
 QK0519.No superseded survey control is available for this station.
 QK0519
 QK0519_MARKER: I = METAL ROD
 QK0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0519_MARK LOGO: NOS
 QK0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0519
 QK0519  HISTORY     - Date     Condition        Report By
 QK0519  HISTORY     - 1983     MONUMENTED       NOS
 QK0519  HISTORY     - 1983     GOOD             NGS
 QK0519  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0519
 QK0519                          STATION DESCRIPTION
 QK0519
 QK0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0519'24.1 KM (15.0 MI) SE FROM CHEBOYGAN.
 QK0519'ABOUT 24.1 KM (15.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE
 QK0519'JUNCTION OF STATE HIGHWAY 27 IN CHEBOYGAN, AT A POINT ABOUT 0.1 KM
 QK0519'(0.05 MI) NORTHWEST OF THE NORTH ENTRANCE TO THE HURON DUNES ROADSIDE
 QK0519'PARK, 12.19 METERS (40.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY
 QK0519'23, 134.11 METERS (440.0 FT) SOUTHEAST OF THE BENCH MARK CULVERT,
 QK0519'5.30 METERS (17.4 FT) SOUTHEAST OF A DOUBLE TRUNK NORTHERN WHITE PINE
 QK0519'TREE, AND 0.60 METER (2.0 FT) NORTH OF A 0.3-METER (1.0-FT) TALL
 QK0519'BALSAM PINE TREE.  ROD IS FLUSH WITH THE GROUND.  ROD DEPTH (REPORTED
 QK0519'IN 1983 BY NOS) IS 12 FT.
 QK0519'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 QK0519'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QK0519
 QK0519                          STATION RECOVERY (2004)
 QK0519
 QK0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0520 ***********************************************************************
 QK0520  DESIGNATION -  907 5074 SPA USLS
 QK0520  PID         -  QK0520
 QK0520  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0520  COUNTRY     -  US
 QK0520  USGS QUAD   -  GRACE (2017)
 QK0520
 QK0520                         *CURRENT SURVEY CONTROL
 QK0520  ______________________________________________________________________
 QK0520* NAD 83(1986) POSITION- 45 35 24.     (N) 084 09 50.     (W)   SCALED
 QK0520* NAVD 88 ORTHO HEIGHT -   179.354 (meters)      588.43  (feet) ADJUSTED
 QK0520  ______________________________________________________________________
 QK0520  GEOID HEIGHT    -        -36.535 (meters)                     GEOID18
 QK0520  DYNAMIC HEIGHT  -        179.349 (meters)      588.41  (feet) COMP
 QK0520  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QK0520
 QK0520  VERT ORDER      -  FIRST     CLASS II
 QK0520
 QK0520.The horizontal coordinates were scaled from a map and have
 QK0520.an estimated accuracy of +/- 6 seconds.
 QK0520
 QK0520.The orthometric height was determined by differential leveling and
 QK0520.adjusted by the NATIONAL GEODETIC SURVEY
 QK0520.in June 1991.
 QK0520
 QK0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0520.GEOID18 height accuracy estimate available here.
 QK0520
 QK0520.Click photographs - Photos may exist for this station.
 QK0520
 QK0520.The dynamic height is computed by dividing the NAVD 88
 QK0520.geopotential number by the normal gravity value computed on the
 QK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0520.degrees latitude (g = 980.6199 gals.).
 QK0520
 QK0520.The modeled gravity was interpolated from observed gravity values.
 QK0520
 QK0520;                    North         East    Units  Estimated Accuracy
 QK0520;SPC MI C     -   252,640.    6,015,820.      MT  (+/- 180 meters Scaled)
 QK0520
 QK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR212524(NAD 83)
 QK0520
 QK0520                          SUPERSEDED SURVEY CONTROL
 QK0520
 QK0520.No superseded survey control is available for this station.
 QK0520
 QK0520_MARKER: I = METAL ROD
 QK0520_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0520+WITH SETTING: INFORMATION.
 QK0520_PROJECTION: RECESSED 15 CENTIMETERS
 QK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0520+STABILITY: SURFACE MOTION
 QK0520_ROD/PIPE-DEPTH: 2.43 meters
 QK0520
 QK0520  HISTORY     - Date     Condition        Report By
 QK0520  HISTORY     - 1963     MONUMENTED       USLS
 QK0520  HISTORY     - 1983     GOOD             NGS
 QK0520  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0520
 QK0520                          STATION DESCRIPTION
 QK0520
 QK0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0520'28.2 KM (17.55 MI) SE FROM CHEBOYGAN.
 QK0520'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0520'THE POST OFFICE IN CHEBOYGAN, THENCE 27.8 KM (17.3 MI) EAST AND SOUTH
 QK0520'ALONG U.S. HIGHWAY 23, AT THE HURON DUNES ROADSIDE PARK, IT IS THE TOP
 QK0520'OF A 5/8-INCH COPPER CLAD STEEL ROD, 0.3 METER (1.0 FT) NORTH OF THE
 QK0520'NORTH CORNER IN LINE WITH THE EAST EDGE OF A CONCRETE FLOOR OF A
 QK0520'DRINKING FOUNTAIN SHELTER.
 QK0520
 QK0520                          STATION RECOVERY (2004)
 QK0520
 QK0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0520'THE WATER PUMP HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0516 ***********************************************************************
 QK0516  DESIGNATION -  907 5074 TANK USLS
 QK0516  PID         -  QK0516
 QK0516  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0516  COUNTRY     -  US
 QK0516  USGS QUAD   -  GRACE (2017)
 QK0516
 QK0516                         *CURRENT SURVEY CONTROL
 QK0516  ______________________________________________________________________
 QK0516* NAD 83(1986) POSITION- 45 35 23.     (N) 084 09 44.     (W)   SCALED
 QK0516* NAVD 88 ORTHO HEIGHT -   178.431 (meters)      585.40  (feet) ADJUSTED
 QK0516  ______________________________________________________________________
 QK0516  GEOID HEIGHT    -        -36.537 (meters)                     GEOID18
 QK0516  DYNAMIC HEIGHT  -        178.426 (meters)      585.39  (feet) COMP
 QK0516  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QK0516
 QK0516  VERT ORDER      -  FIRST     CLASS II
 QK0516
 QK0516.The horizontal coordinates were scaled from a map and have
 QK0516.an estimated accuracy of +/- 6 seconds.
 QK0516
 QK0516.The orthometric height was determined by differential leveling and
 QK0516.adjusted by the NATIONAL GEODETIC SURVEY
 QK0516.in June 1991.
 QK0516
 QK0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0516.GEOID18 height accuracy estimate available here.
 QK0516
 QK0516.Click photographs - Photos may exist for this station.
 QK0516
 QK0516.The dynamic height is computed by dividing the NAVD 88
 QK0516.geopotential number by the normal gravity value computed on the
 QK0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0516.degrees latitude (g = 980.6199 gals.).
 QK0516
 QK0516.The modeled gravity was interpolated from observed gravity values.
 QK0516
 QK0516;                    North         East    Units  Estimated Accuracy
 QK0516;SPC MI C     -   252,610.    6,015,950.      MT  (+/- 180 meters Scaled)
 QK0516
 QK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR213523(NAD 83)
 QK0516
 QK0516                          SUPERSEDED SURVEY CONTROL
 QK0516
 QK0516.No superseded survey control is available for this station.
 QK0516
 QK0516_MARKER: Q = CHISELED SQUARE
 QK0516_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0516+WITH SETTING: PAVEMENT
 QK0516_SP_SET: BASE OF TANK
 QK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0516+STABILITY: SURFACE MOTION
 QK0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0516+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 QK0516
 QK0516  HISTORY     - Date     Condition        Report By
 QK0516  HISTORY     - 1969     MONUMENTED       USLS
 QK0516  HISTORY     - 1983     GOOD             NGS
 QK0516  HISTORY     - 20040813 GOOD             USPSQD
 QK0516
 QK0516                          STATION DESCRIPTION
 QK0516
 QK0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0516'28.7 KM (17.85 MI) SE FROM CHEBOYGAN.
 QK0516'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0516'THE POST OFFICE IN CHEBOYGAN, THENCE 28.1 KM (17.45 MI) EAST AND SOUTH
 QK0516'ALONG U.S. HIGHWAY 23, THENCE 0.2 KM (0.15 MI) NORTHEAST ALONG A
 QK0516'GRAVEL ROAD AT THE HAMMOND BAY HARBOR AND OFFICE, IS A 1-1/2 INCH
 QK0516'SQUARE CUT IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 QK0516'THE STORAGE TANK, 22.15 METERS (72.7 FT) NORTHEAST OF A UTILITY POLE
 QK0516'NUMBERED CN2 63 275 R WITH A TRANSFORMER ATTACHED, 21.12 METERS
 QK0516'(69.3 FT) EAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A RADIO
 QK0516'MAST, AND 10.66 METERS (35.0 FT) NORTH OF THE NORTHEAST OF A CORNER
 QK0516'FENCE POST OF THE NORTHEAST CORNER OF THE PARK OFFICE AND REST ROOMS.
 QK0516'THE MARK IS ABOVE LEVEL WITH FLOOR OF PARK OFFICE.
 QK0516
 QK0516                          STATION RECOVERY (2004)
 QK0516
 QK0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0515 ***********************************************************************
 QK0515  DESIGNATION -  907 5074 TREES USLS
 QK0515  PID         -  QK0515
 QK0515  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0515  COUNTRY     -  US
 QK0515  USGS QUAD   -  GRACE (2017)
 QK0515
 QK0515                         *CURRENT SURVEY CONTROL
 QK0515  ______________________________________________________________________
 QK0515* NAD 83(1986) POSITION- 45 35 24.     (N) 084 09 46.     (W)   SCALED
 QK0515* NAVD 88 ORTHO HEIGHT -   177.443 (meters)      582.16  (feet) ADJUSTED
 QK0515  ______________________________________________________________________
 QK0515  GEOID HEIGHT    -        -36.537 (meters)                     GEOID18
 QK0515  DYNAMIC HEIGHT  -        177.438 (meters)      582.14  (feet) COMP
 QK0515  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QK0515
 QK0515  VERT ORDER      -  FIRST     CLASS II
 QK0515
 QK0515.The horizontal coordinates were scaled from a map and have
 QK0515.an estimated accuracy of +/- 6 seconds.
 QK0515
 QK0515.The orthometric height was determined by differential leveling and
 QK0515.adjusted by the NATIONAL GEODETIC SURVEY
 QK0515.in June 1991.
 QK0515
 QK0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0515.GEOID18 height accuracy estimate available here.
 QK0515
 QK0515.Click photographs - Photos may exist for this station.
 QK0515
 QK0515.The dynamic height is computed by dividing the NAVD 88
 QK0515.geopotential number by the normal gravity value computed on the
 QK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0515.degrees latitude (g = 980.6199 gals.).
 QK0515
 QK0515.The modeled gravity was interpolated from observed gravity values.
 QK0515
 QK0515;                    North         East    Units  Estimated Accuracy
 QK0515;SPC MI C     -   252,640.    6,015,910.      MT  (+/- 180 meters Scaled)
 QK0515
 QK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR213524(NAD 83)
 QK0515
 QK0515                          SUPERSEDED SURVEY CONTROL
 QK0515
 QK0515.No superseded survey control is available for this station.
 QK0515
 QK0515_MARKER: I = METAL ROD
 QK0515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0515+WITH SETTING: INFORMATION.
 QK0515_PROJECTION: RECESSED 30 CENTIMETERS
 QK0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0515_ROD/PIPE-DEPTH: 2.28 meters
 QK0515
 QK0515  HISTORY     - Date     Condition        Report By
 QK0515  HISTORY     - 1969     MONUMENTED       USLS
 QK0515  HISTORY     - 1983     GOOD             NGS
 QK0515  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0515
 QK0515                          STATION DESCRIPTION
 QK0515
 QK0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0515'28.7 KM (17.85 MI) SE FROM CHEBOYGAN.
 QK0515'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0515'THE POST OFFICE IN CHEBOYGAN, THENCE 28.1 KM (17.45 MI) EAST AND SOUTH
 QK0515'ALONG U.S. HIGHWAY 23, THENCE 0.2 KM (0.15 MI) NORTHEAST ALONG A
 QK0515'GRAVEL ROAD AT THE HAMMOND BAY HARBOR AND OFFICE, IS A 5/8-INCH COPPER
 QK0515'CLAD STEEL ROD, 0.3 METER (1.0 FT) UNDERGROUND, 61.72 METERS
 QK0515'(202.5 FT) NORTH-NORTHWEST OF THE EASTERNMOST ONE OF TWO BREATHER
 QK0515'PIPES ON THE WESTERN EDGE OF THE LAWN AREA, 54.31 METERS (178.2 FT)
 QK0515'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BASE OF THE RADIO MAST,
 QK0515'1.52 METERS (5.0 FT) SOUTHEAST OF A 0.18-METER (0.6-FT) TAMARACK TREE,
 QK0515'1.49 METERS (4.9 FT) SOUTHWEST OF A 0.18-METER (0.6-FT) WHITE PINE
 QK0515'TREE, AND 1.06 METERS (3.5 FT) NORTH OF A 0.18-METER (0.6-FT) WHITE
 QK0515'PINE TREE.
 QK0515'THE MARK IS ABOVE LEVEL WITH BASE OF RADIO MAST.
 QK0515
 QK0515                          STATION RECOVERY (2004)
 QK0515
 QK0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0515'NO RADIO MAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0016 ***********************************************************************
 QK0016  DESIGNATION -  907 5076 CHEBOYGAN
 QK0016  PID         -  QK0016
 QK0016  STATE/COUNTY-  MI/CHEBOYGAN
 QK0016  COUNTRY     -  US
 QK0016  USGS QUAD   -  CHEBOYGAN (2017)
 QK0016
 QK0016                         *CURRENT SURVEY CONTROL
 QK0016  ______________________________________________________________________
 QK0016* NAD 83(1986) POSITION- 45 39 04.     (N) 084 28 55.     (W)   SCALED
 QK0016* NAVD 88 ORTHO HEIGHT -   179.015 (meters)      587.32  (feet) ADJUSTED
 QK0016  ______________________________________________________________________
 QK0016  GEOID HEIGHT    -        -35.936 (meters)                     GEOID18
 QK0016  DYNAMIC HEIGHT  -        179.013 (meters)      587.31  (feet) COMP
 QK0016  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 QK0016
 QK0016  VERT ORDER      -  FIRST     CLASS I
 QK0016
 QK0016.The horizontal coordinates were scaled from a map and have
 QK0016.an estimated accuracy of +/- 6 seconds.
 QK0016
 QK0016.The orthometric height was determined by differential leveling and
 QK0016.adjusted by the NATIONAL GEODETIC SURVEY
 QK0016.in June 1991.
 QK0016
 QK0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0016.GEOID18 height accuracy estimate available here.
 QK0016
 QK0016.Click photographs - Photos may exist for this station.
 QK0016
 QK0016.The dynamic height is computed by dividing the NAVD 88
 QK0016.geopotential number by the normal gravity value computed on the
 QK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0016.degrees latitude (g = 980.6199 gals.).
 QK0016
 QK0016.The modeled gravity was interpolated from observed gravity values.
 QK0016
 QK0016;                    North         East    Units  Estimated Accuracy
 QK0016;SPC MI C     -   259,420.    5,991,010.      MT  (+/- 180 meters Scaled)
 QK0016
 QK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR961583(NAD 83)
 QK0016
 QK0016                          SUPERSEDED SURVEY CONTROL
 QK0016
 QK0016.No superseded survey control is available for this station.
 QK0016
 QK0016_MARKER: DB = BENCH MARK DISK
 QK0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0016_SP_SET: RETAINING WALL
 QK0016_STAMPING: CHEBOYGAN L.S.C. 1973
 QK0016_MARK LOGO: NOS
 QK0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0016+STABILITY: SURFACE MOTION
 QK0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0016+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 QK0016
 QK0016  HISTORY     - Date     Condition        Report By
 QK0016  HISTORY     - 1973     MONUMENTED       NOS
 QK0016  HISTORY     - 1973     GOOD             USLS
 QK0016  HISTORY     - 1975     GOOD             USGS
 QK0016  HISTORY     - 1983     GOOD             NGS
 QK0016  HISTORY     - 19960314 GOOD             NGS
 QK0016  HISTORY     - 20080416 GOOD             MIDT
 QK0016  HISTORY     - 20080507 GOOD             MIDT
 QK0016  HISTORY     - 20211215 GOOD             ROWEIN
 QK0016
 QK0016                          STATION DESCRIPTION
 QK0016
 QK0016'DESCRIBED BY US LAKE SURVEY 1973
 QK0016'AT CHEBOYGAN.
 QK0016'CHEBOYGAN IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 0.45 MILE
 QK0016'NORTHWEST ALONG HWY. U.S. 23 (MACKINAW AVE.) FROM THE INTERSECTION OF
 QK0016'MACKINAW AVE. AND MAIN ST. IN CHEBOYGAN, JUST SOUTHEAST OF THE
 QK0016'KIWANIS PARK AND NORTHWEST OF THE CENTER LINE OF DOT ST., ON
 QK0016'CONCRETE CAP OF SOUTHEAST CANAL WALL, 34 FEET SOUTHWEST OF
 QK0016'CENTER LINE OF MACKINAW AVE., 23.5 FEET WESTERLY OF UTILITY POLE
 QK0016'NO. 7, 10.4 FEET SOUTHWESTERLY OF NORTHEAST FACE OF MACKINAW
 QK0016'AVE. CURB, 2.8 FEET SOUTHWEST OF SOUTHWEST FACE OF BRIDGE OVER
 QK0016'CANAL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 QK0016'SET INTO TOP OF THE WALL.  NOTE-- PREV. DESIG. CHEBOYGAN 1973.
 QK0016
 QK0016                          STATION RECOVERY (1975)
 QK0016
 QK0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QK0016'RECOVERED IN GOOD CONDITION.
 QK0016
 QK0016                          STATION RECOVERY (1983)
 QK0016
 QK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0016'0.4 KM (0.25 MI) NORTH-NORTHEAST ALONG MAIN STREET FROM THE POST
 QK0016'OFFICE, THENCE 0.7 KM (0.45 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 23
 QK0016'(MACKINAW AVENUE) AT DOT STREET LEADING WEST, DISK IS SET IN TOP AND
 QK0016'0.85 METER (2.8 FT) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE CAP
 QK0016'ON TOP OF THE SOUTHEAST STONE AND CONCRETE CANAL WALL AT THE SOUTHEAST
 QK0016'CORNER OF A BRIDGE OVER THE CANAL, 10.36 METERS (34.0 FT) SOUTHWEST OF
 QK0016'THE CENTER OF U.S. HIGHWAY 23, 12.34 METERS (40.5 FT) NORTHWEST OF THE
 QK0016'CENTER OF DOT STREET, 7.16 METERS (23.5 FT) WEST-NORTHWEST OF A
 QK0016'UTILITY POLE NUMBERED 7, AND 3.20 METERS (10.5 FT) SOUTH-SOUTHWEST OF
 QK0016'THE NORTHEAST EDGE OF THE SOUTH-SOUTHWEST CURB OF U.S. HIGHWAY 23.
 QK0016'STAMPING IS--CHEBOYGAN L S C 1973.
 QK0016'THE MARK IS ABOVE LEVEL WITH HIGHWAY 23.
 QK0016
 QK0016                          STATION RECOVERY (1996)
 QK0016
 QK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0016'IN CHEBOYGAN, AT THE INTERSECTION OF MACKINAW AVENUE AND DOT STREET,
 QK0016'IN THE SOUTHEAST CONCRETE AND STONE RETAINING WALL FOR A CANAL, 11.5 M
 QK0016'(37.7 FT) NORTH OF THE STREET CENTER, 10.3 M (33.8 FT) SOUTHWEST OF
 QK0016'THE AVENUE CENTERLINE, 7.2 M (23.6 FT) NORTHWEST OF A UTILITY POLE
 QK0016'WITH 3 GUY CABLES, 0.9 M (3.0 FT) WEST OF THE WEST FACE OF A BRIDGE
 QK0016'SPANNING THE CANAL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 QK0016
 QK0016                          STATION RECOVERY (2008)
 QK0016
 QK0016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0016'RECOVERED IN GOOD CONDITION.
 QK0016
 QK0016                          STATION RECOVERY (2008)
 QK0016
 QK0016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0016'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QK0016
 QK0016                          STATION RECOVERY (2021)
 QK0016
 QK0016'RECOVERY NOTE BY ROWE INCORPORATED 2021 (FG)
 QK0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0017 ***********************************************************************
 QK0017  DESIGNATION -  907 5076 CITY HALL USLS
 QK0017  PID         -  QK0017
 QK0017  STATE/COUNTY-  MI/CHEBOYGAN
 QK0017  COUNTRY     -  US
 QK0017  USGS QUAD   -  CHEBOYGAN (2017)
 QK0017
 QK0017                         *CURRENT SURVEY CONTROL
 QK0017  ______________________________________________________________________
 QK0017* NAD 83(1986) POSITION- 45 38 48.     (N) 084 28 36.     (W)   SCALED
 QK0017* NAVD 88 ORTHO HEIGHT -   180.345 (meters)      591.68  (feet) ADJUSTED
 QK0017  ______________________________________________________________________
 QK0017  GEOID HEIGHT    -        -35.945 (meters)                     GEOID18
 QK0017  DYNAMIC HEIGHT  -        180.342 (meters)      591.67  (feet) COMP
 QK0017  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 QK0017
 QK0017  VERT ORDER      -  FIRST     CLASS I
 QK0017
 QK0017.The horizontal coordinates were scaled from a map and have
 QK0017.an estimated accuracy of +/- 6 seconds.
 QK0017
 QK0017.The orthometric height was determined by differential leveling and
 QK0017.adjusted by the NATIONAL GEODETIC SURVEY
 QK0017.in June 1991.
 QK0017
 QK0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0017.GEOID18 height accuracy estimate available here.
 QK0017
 QK0017.Click photographs - Photos may exist for this station.
 QK0017
 QK0017.The dynamic height is computed by dividing the NAVD 88
 QK0017.geopotential number by the normal gravity value computed on the
 QK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0017.degrees latitude (g = 980.6199 gals.).
 QK0017
 QK0017.The modeled gravity was interpolated from observed gravity values.
 QK0017
 QK0017;                    North         East    Units  Estimated Accuracy
 QK0017;SPC MI C     -   258,920.    5,991,430.      MT  (+/- 180 meters Scaled)
 QK0017
 QK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0017
 QK0017                          SUPERSEDED SURVEY CONTROL
 QK0017
 QK0017.No superseded survey control is available for this station.
 QK0017
 QK0017_MARKER: X = CHISELED CROSS
 QK0017_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0017_SP_SET: FOUNDATION WALL
 QK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0017+STABILITY: SURFACE MOTION
 QK0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0017+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 QK0017
 QK0017  HISTORY     - Date     Condition        Report By
 QK0017  HISTORY     - 1935     MONUMENTED       USLS
 QK0017  HISTORY     - 1973     GOOD             USLS
 QK0017  HISTORY     - 1983     GOOD             NGS
 QK0017  HISTORY     - 20041004 GOOD             USPSQD
 QK0017  HISTORY     - 20211215 GOOD             ROWEIN
 QK0017
 QK0017                          STATION DESCRIPTION
 QK0017
 QK0017'DESCRIBED BY US LAKE SURVEY 1973
 QK0017'AT CHEBOYGAN.
 QK0017'CITY HALL IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN ON THE NORTH
 QK0017'CORNER OF HURON AND BACKUS STREETS, ON SOUTH CORNER OF THE CITY HALL,
 QK0017'ON TOP OF CORNER OF LOWEST COURSE OF FOUNDATION STONES WHICH
 QK0017'PROJECT BEYOND THE STONES ABOVE, 1-FOOT ABOVE THE GROUND, BEING
 QK0017'HIGHEST POINT OVER A CROSS CUT ON TOP OF THE STONE.  NOTE-- PREV.
 QK0017'DESIG. CITY HALL 1935.
 QK0017
 QK0017                          STATION RECOVERY (1983)
 QK0017
 QK0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0017'LOCATED AT THE INTERSECTION OF HURON AND BACKUS STREETS OF THE SOUTH
 QK0017'FOUNDATION CORNER OF THE CITY HALL BUILDING, A CROSS CUT ON THE TOP OF
 QK0017'THE STONE OF THE LOWEST COURSE OF THE FOUNDATION STONES WHICH PROJECT
 QK0017'HORIZONALLY ABOUT TEN CENTIMETERS BEYOND THE STONE WALL AND IS ABOUT
 QK0017'0.9 METER (1.0 FT) ABOVE GROUND, 14.93 METERS (49.0 FT) NORTHWEST OF
 QK0017'THE CENTER OF HURON STREET, 16.45 METERS (54.0 FT) NORTHEAST OF THE
 QK0017'CENTER OF BACKUS STREET, 10.05 METERS (33.0 FT) NORTH-NORTHWEST OF THE
 QK0017'TOP (CENTER) OF A FIRE HYDRANT, AND 1.82 METERS (6.0 FT) NORTHWEST OF
 QK0017'BENCH MARK A 301.
 QK0017'THE MARK IS 0.46 M ABOVE HURON STREET.
 QK0017
 QK0017                          STATION RECOVERY (2004)
 QK0017
 QK0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0017'RECOVERED IN GOOD CONDITION.
 QK0017
 QK0017                          STATION RECOVERY (2021)
 QK0017
 QK0017'RECOVERY NOTE BY ROWE INCORPORATED 2021 (FG)
 QK0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0546 ***********************************************************************
 QK0546  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0546  DESIGNATION -  907 5076 G
 QK0546  PID         -  QK0546
 QK0546  STATE/COUNTY-  MI/CHEBOYGAN
 QK0546  COUNTRY     -  US
 QK0546  USGS QUAD   -  CHEBOYGAN (2017)
 QK0546
 QK0546                         *CURRENT SURVEY CONTROL
 QK0546  ______________________________________________________________________
 QK0546* NAD 83(1986) POSITION- 45 38 48.     (N) 084 28 36.     (W)   SCALED
 QK0546* NAVD 88 ORTHO HEIGHT -   180.034 (meters)      590.66  (feet) ADJUSTED
 QK0546  ______________________________________________________________________
 QK0546  GEOID HEIGHT    -        -35.945 (meters)                     GEOID18
 QK0546  DYNAMIC HEIGHT  -        180.032 (meters)      590.66  (feet) COMP
 QK0546  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 QK0546
 QK0546  VERT ORDER      -  FIRST     CLASS II
 QK0546
 QK0546.The horizontal coordinates were scaled from a map and have
 QK0546.an estimated accuracy of +/- 6 seconds.
 QK0546
 QK0546.The orthometric height was determined by differential leveling and
 QK0546.adjusted by the NATIONAL GEODETIC SURVEY
 QK0546.in July 2002.
 QK0546
 QK0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0546.GEOID18 height accuracy estimate available here.
 QK0546
 QK0546.This Tidal Bench Mark is designated as VM 23838
 QK0546.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0546
 QK0546.Click photographs - Photos may exist for this station.
 QK0546
 QK0546.The dynamic height is computed by dividing the NAVD 88
 QK0546.geopotential number by the normal gravity value computed on the
 QK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0546.degrees latitude (g = 980.6199 gals.).
 QK0546
 QK0546.The modeled gravity was interpolated from observed gravity values.
 QK0546
 QK0546;                    North         East    Units  Estimated Accuracy
 QK0546;SPC MI C     -   258,920.    5,991,430.      MT  (+/- 180 meters Scaled)
 QK0546
 QK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0546
 QK0546                          SUPERSEDED SURVEY CONTROL
 QK0546
 QK0546  NAVD 88 (06/15/91)  180.037  (m)          590.67   (f) SUPERSEDED  1 2
 QK0546
 QK0546.Superseded values are not recommended for survey control.
 QK0546
 QK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0546.See file dsdata.pdf to determine how the superseded data were derived.
 QK0546
 QK0546_MARKER: DD = SURVEY DISK
 QK0546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0546_SP_SET: SIDEWALK
 QK0546_STAMPING: 5076 G
 QK0546_MARK LOGO: NOS
 QK0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0546+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2018
 QK0546
 QK0546  HISTORY     - Date     Condition        Report By
 QK0546  HISTORY     - 1980     MONUMENTED       NOS
 QK0546  HISTORY     - 1983     GOOD             NGS
 QK0546  HISTORY     - 19960314 GOOD             NGS
 QK0546  HISTORY     - 20180927 GOOD             USPSQD
 QK0546
 QK0546                          STATION DESCRIPTION
 QK0546
 QK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0546'IN CHEBOYGAN.
 QK0546'NOTE--FOUND SET IN A NEW CONCRETE SIDEWALK ON 8-25-83.  LOCATION
 QK0546'DIFFERS FROM THAT DESCRIBED IN THE 1980 WATER LEVEL BM DESCRIPTION.
 QK0546'IN CHEBOYGAN, AT THE EAST ENTRANCE TO THE CITY HALL BUILDING, AT THE
 QK0546'INTERSECTION OF HURON AND BACKUS STREETS, A NOS DISK SET FLUSH IN THE
 QK0546'SIDEWALK, 18.22 METERS (59.8 FT) NORTH-NORTHWEST OF THE TOP OF A FIRE
 QK0546'HYDRANT, 15.24 METERS (50.0 FT) NORTH OF THE FLAGPOLE AT THE SOUTHEAST
 QK0546'CORNER OF THE CITY HALL BUILDING, 12.8 METERS (42.0 FT) WEST OF THE
 QK0546'CENTER OF HURON STREET, 0.33 METER (1.1 FT) EAST OF THE EAST WALL
 QK0546'NORTH OF THE EAST ENTRANCE, AND 0.21 METER (0.7 FT) SOUTH OF THE NORTH
 QK0546'EDGE OF THE SIDEWALK LEADING WEST TO THE EAST ENTRANCE.
 QK0546'THE MARK IS 0.3 M ABOVE HURON STREET.
 QK0546
 QK0546                          STATION RECOVERY (1996)
 QK0546
 QK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0546'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND BACKUS STREETS, IN TOP
 QK0546'OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK
 QK0546'LEADING TO THE SOUTHEAST ENTRANCE INTO THE CHEBOYGAN OPERA HOUSE AND
 QK0546'CITY HALL, 28.1 M (92.2 FT) NORTHEAST OF THE CENTER OF BACKUS STREET,
 QK0546'15.2 M (49.9 FT) NORTHEAST OF A FLAG POLE, 12.8 M (42.0 FT) NORTHWEST
 QK0546'OF THE CENTER OF HURON STREET, 2.7 M (8.9 FT) NORTHEAST OF THE
 QK0546'ENTRANCE DOOR, 0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 QK0546'BUILDING, 0.3 M (1.0 FT) ABOVE THE LEVEL OF HURON STREET, AND 0.2 M
 QK0546'(0.7 FT) NORTHWEST OF THE NORTH CORNER OF A PLANTER.
 QK0546
 QK0546                          STATION RECOVERY (2018)
 QK0546
 QK0546'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0020 ***********************************************************************
 QK0020  DESIGNATION -  907 5076 GAGE
 QK0020  PID         -  QK0020
 QK0020  STATE/COUNTY-  MI/CHEBOYGAN
 QK0020  COUNTRY     -  US
 QK0020  USGS QUAD   -  CHEBOYGAN (2017)
 QK0020
 QK0020                         *CURRENT SURVEY CONTROL
 QK0020  ______________________________________________________________________
 QK0020* NAD 83(1986) POSITION- 45 38 47.     (N) 084 28 24.     (W)   SCALED
 QK0020* NAVD 88 ORTHO HEIGHT -   178.005 (meters)      584.00  (feet) ADJUSTED
 QK0020  ______________________________________________________________________
 QK0020  GEOID HEIGHT    -        -35.954 (meters)                     GEOID18
 QK0020  DYNAMIC HEIGHT  -        178.002 (meters)      583.99  (feet) COMP
 QK0020  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 QK0020
 QK0020  VERT ORDER      -  FIRST     CLASS I
 QK0020
 QK0020.The horizontal coordinates were scaled from a map and have
 QK0020.an estimated accuracy of +/- 6 seconds.
 QK0020
 QK0020.The orthometric height was determined by differential leveling and
 QK0020.adjusted by the NATIONAL GEODETIC SURVEY
 QK0020.in June 1991.
 QK0020
 QK0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0020.GEOID18 height accuracy estimate available here.
 QK0020
 QK0020.Click photographs - Photos may exist for this station.
 QK0020
 QK0020.The dynamic height is computed by dividing the NAVD 88
 QK0020.geopotential number by the normal gravity value computed on the
 QK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0020.degrees latitude (g = 980.6199 gals.).
 QK0020
 QK0020.The modeled gravity was interpolated from observed gravity values.
 QK0020
 QK0020;                    North         East    Units  Estimated Accuracy
 QK0020;SPC MI C     -   258,890.    5,991,690.      MT  (+/- 180 meters Scaled)
 QK0020
 QK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968578(NAD 83)
 QK0020
 QK0020                          SUPERSEDED SURVEY CONTROL
 QK0020
 QK0020.No superseded survey control is available for this station.
 QK0020
 QK0020
 QK0020  HISTORY     - Date     Condition        Report By
 QK0020  HISTORY     - 1935     MONUMENTED       USLS
 QK0020  HISTORY     - 1973     GOOD             USLS
 QK0020  HISTORY     - 1983     GOOD             NGS
 QK0020  HISTORY     - 20180918 MARK NOT FOUND   USPSQD
 QK0020
 QK0020                          STATION DESCRIPTION
 QK0020
 QK0020'DESCRIBED BY US LAKE SURVEY 1973
 QK0020'AT CHEBOYGAN.
 QK0020'GAGE IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, ON NORTHEAST SIDE
 QK0020'OF THE U.S. COAST GUARD STATION YARD, ON CONCRETE RETAINING
 QK0020'WALL WHICH FORMS NORTHEAST END OF THE DOCK, 49.2 FEET FROM
 QK0020'NORTHEAST CORNER OF THE DOCK, 3.3 FEET FROM INNER END OF THE
 QK0020'WALL, BEING HIGHEST POINT IN A SQUARE CUT ON TOP OF THE WALL.
 QK0020'NOTE-- PREV. DESIG. GAGE 1935.
 QK0020
 QK0020                          STATION RECOVERY (1983)
 QK0020
 QK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0020'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 QK0020'NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN, LOCATED AT 606 WATER STREET
 QK0020'(OLD RIVER RANGE STATION), A SQUARE CHISELED IN TOP OF THE
 QK0020'WEST-NORTHWEST END OF A RETAINING WALL RUNNING EAST-SOUTHEAST AND
 QK0020'WEST-NORTHWEST, 36.94 METERS (121.2 FT) EAST-SOUTHEAST OF THE CENTER
 QK0020'OF WATER STREET, 14.99 METERS (49.2 FT) WEST-NORTHWEST OF A RETAINING
 QK0020'WALL AND THE WATERS EDGE OF THE RIVER, 9.9 METERS (32.5 FT)
 QK0020'EAST-NORTHEAST OF A FLAGPOLE, AND 1.0 METER (3.3 FT) EAST-SOUTHEAST OF
 QK0020'THE WEST-NORTHWEST END OF THE RETAINING WALL.
 QK0020'THE MARK IS ABOVE LEVEL WITH WATER STREET.
 QK0020
 QK0020                          STATION RECOVERY (2018)
 QK0020
 QK0020'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0020'DESCRIBED LOCATION NOW LIES WITHIN THE PROPERTY OF NATIONAL GEODETIC
 QK0020'SURVEY FACILITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0544 ***********************************************************************
 QK0544  DESIGNATION -  907 5076 K
 QK0544  PID         -  QK0544
 QK0544  STATE/COUNTY-  MI/CHEBOYGAN
 QK0544  COUNTRY     -  US
 QK0544  USGS QUAD   -  CHEBOYGAN (2017)
 QK0544
 QK0544                         *CURRENT SURVEY CONTROL
 QK0544  ______________________________________________________________________
 QK0544* NAD 83(1986) POSITION- 45 38 51.     (N) 084 28 28.     (W)   SCALED
 QK0544* NAVD 88 ORTHO HEIGHT -   179.323 (meters)      588.33  (feet) ADJUSTED
 QK0544  ______________________________________________________________________
 QK0544  GEOID HEIGHT    -        -35.952 (meters)                     GEOID18
 QK0544  DYNAMIC HEIGHT  -        179.321 (meters)      588.32  (feet) COMP
 QK0544  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 QK0544
 QK0544  VERT ORDER      -  FIRST     CLASS II
 QK0544
 QK0544.The horizontal coordinates were scaled from a map and have
 QK0544.an estimated accuracy of +/- 6 seconds.
 QK0544
 QK0544.The orthometric height was determined by differential leveling and
 QK0544.adjusted by the NATIONAL GEODETIC SURVEY
 QK0544.in July 2002.
 QK0544
 QK0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0544.GEOID18 height accuracy estimate available here.
 QK0544
 QK0544.Click photographs - Photos may exist for this station.
 QK0544
 QK0544.The dynamic height is computed by dividing the NAVD 88
 QK0544.geopotential number by the normal gravity value computed on the
 QK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0544.degrees latitude (g = 980.6199 gals.).
 QK0544
 QK0544.The modeled gravity was interpolated from observed gravity values.
 QK0544
 QK0544;                    North         East    Units  Estimated Accuracy
 QK0544;SPC MI C     -   259,020.    5,991,600.      MT  (+/- 180 meters Scaled)
 QK0544
 QK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR967579(NAD 83)
 QK0544
 QK0544                          SUPERSEDED SURVEY CONTROL
 QK0544
 QK0544  NAVD 88 (06/15/91)  179.329  (m)          588.35   (f) SUPERSEDED  1 2
 QK0544
 QK0544.Superseded values are not recommended for survey control.
 QK0544
 QK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0544.See file dsdata.pdf to determine how the superseded data were derived.
 QK0544
 QK0544_MARKER: DD = SURVEY DISK
 QK0544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0544_SP_SET: SIDEWALK
 QK0544_STAMPING: 5076 K
 QK0544_MARK LOGO: NOS
 QK0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0544+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 QK0544
 QK0544  HISTORY     - Date     Condition        Report By
 QK0544  HISTORY     - 1980     MONUMENTED       NOS
 QK0544  HISTORY     - 1983     GOOD             NGS
 QK0544  HISTORY     - 19960314 GOOD             NGS
 QK0544  HISTORY     - 20041004 GOOD             USPSQD
 QK0544  HISTORY     - 20080416 GOOD             MIDT
 QK0544  HISTORY     - 20080507 GOOD             MIDT
 QK0544  HISTORY     - 20181008 MARK NOT FOUND   USPSQD
 QK0544
 QK0544                          STATION DESCRIPTION
 QK0544
 QK0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0544'IN CHEBOYGAN.
 QK0544'IN CHEBOYGAN, LOCATED AT THE JUNCTION OF U.S. HIGHWAY 23 (MACKINAC
 QK0544'AVENUE) AND MAIN STREET, THE DISK IS CEMENTED IN TOP OF THE
 QK0544'SOUTH-SOUTHWEST END OF THE SIDEWALK LEADING NORTH-NORTHEAST TO THE
 QK0544'OFFICE OF THE CONTINENTAL MOTOR INN, 9.44 METERS (31.0 FT)
 QK0544'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 23 (MACKINAW
 QK0544'AVENUE), 13.56 METERS (44.5 FT) WEST-NORTHWEST OF A FIRE PLUG, AND
 QK0544'3.04 METERS (10.0 FT) SOUTH-SOUTHWEST OF THE OFFICE DOOR OF THE
 QK0544'CONTINENTAL MOTOR INN.
 QK0544'THE MARK IS 0.15 M ABOVE HIGHWAY 23.
 QK0544
 QK0544                          STATION RECOVERY (1996)
 QK0544
 QK0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0544'IN CHEBOYGAN, AT THE INTERSECTION OF MACKINAW AVENUE AND MAIN STREET,
 QK0544'NEAR THE WEST CORNER OF A CONCRETE SIDEWALK LEADING TO THE CONTINENTAL
 QK0544'INN, 32.4 M (106.3 FT) NORTHWEST OF THE STREET CENTERLINE, 9.5 M (31.2
 QK0544'FT) NORTHEAST OF THE AVENUE CENTERLINE, 3.0 M (9.8 FT) SOUTHWEST OF
 QK0544'THE CENTER OF THE ENTRANCE DOOR OF THE INN OFFICE, 0.4 M (1.3 FT)
 QK0544'ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH
 QK0544'CORNER OF A STAIRWAY.
 QK0544
 QK0544                          STATION RECOVERY (2004)
 QK0544
 QK0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0544'RECOVERED IN GOOD CONDITION.
 QK0544
 QK0544                          STATION RECOVERY (2008)
 QK0544
 QK0544'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0544'RECOVERED IN GOOD CONDITION.
 QK0544
 QK0544                          STATION RECOVERY (2008)
 QK0544
 QK0544'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0544'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QK0544
 QK0544                          STATION RECOVERY (2018)
 QK0544
 QK0544'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0544'MOTEL OWNER CONFIRMS THAT THIS MARK WAS PAVED OVER WITH NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0019 ***********************************************************************
 QK0019  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0019  DESIGNATION -  907 5076 MEDIC
 QK0019  PID         -  QK0019
 QK0019  STATE/COUNTY-  MI/CHEBOYGAN
 QK0019  COUNTRY     -  US
 QK0019  USGS QUAD   -  CHEBOYGAN (2017)
 QK0019
 QK0019                         *CURRENT SURVEY CONTROL
 QK0019  ______________________________________________________________________
 QK0019* NAD 83(1986) POSITION- 45 38 39.4    (N) 084 28 42.8    (W)   HD_HELD2
 QK0019* NAVD 88 ORTHO HEIGHT -   181.069 (meters)      594.06  (feet) ADJUSTED
 QK0019  ______________________________________________________________________
 QK0019  GEOID HEIGHT    -        -35.939 (meters)                     GEOID18
 QK0019  DYNAMIC HEIGHT  -        181.067 (meters)      594.05  (feet) COMP
 QK0019  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 QK0019
 QK0019  VERT ORDER      -  FIRST     CLASS I
 QK0019
 QK0019.The horizontal coordinates were established by autonomous hand held GPS
 QK0019.observations and have an estimated accuracy of +/- 10 meters.
 QK0019
 QK0019.The orthometric height was determined by differential leveling and
 QK0019.adjusted by the NATIONAL GEODETIC SURVEY
 QK0019.in July 2002.
 QK0019
 QK0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0019.GEOID18 height accuracy estimate available here.
 QK0019
 QK0019.This Water Level Mark is designated as VM 23840
 QK0019.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0019
 QK0019.Click photographs - Photos may exist for this station.
 QK0019
 QK0019.The dynamic height is computed by dividing the NAVD 88
 QK0019.geopotential number by the normal gravity value computed on the
 QK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0019.degrees latitude (g = 980.6199 gals.).
 QK0019
 QK0019.The modeled gravity was interpolated from observed gravity values.
 QK0019
 QK0019;                    North         East    Units  Estimated Accuracy
 QK0019;SPC MI C     -   258,657.    5,991,277.      MT  (+/- 10 meters HH2 GPS)
 QK0019
 QK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9648757617(NAD 83)
 QK0019
 QK0019                          SUPERSEDED SURVEY CONTROL
 QK0019
 QK0019  NAVD 88 (06/15/91)  181.085  (m)          594.11   (f) SUPERSEDED  1 1
 QK0019
 QK0019.Superseded values are not recommended for survey control.
 QK0019
 QK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0019.See file dsdata.pdf to determine how the superseded data were derived.
 QK0019
 QK0019_MARKER: DD = SURVEY DISK
 QK0019_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0019_SP_SET: BUILDING
 QK0019_MARK LOGO: USLS
 QK0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0019+STABILITY: SURFACE MOTION
 QK0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0019+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2018
 QK0019
 QK0019  HISTORY     - Date     Condition        Report By
 QK0019  HISTORY     - 1950     MONUMENTED       USLS
 QK0019  HISTORY     - 1973     GOOD             USLS
 QK0019  HISTORY     - 1983     GOOD             NGS
 QK0019  HISTORY     - 19960314 GOOD             NGS
 QK0019  HISTORY     - 20041004 GOOD             USPSQD
 QK0019  HISTORY     - 20180927 GOOD             USPSQD
 QK0019
 QK0019                          STATION DESCRIPTION
 QK0019
 QK0019'DESCRIBED BY US LAKE SURVEY 1973
 QK0019'AT CHEBOYGAN.
 QK0019'MEDIC IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, ON WEST CORNER OF
 QK0019'HURON AND ELM STREETS, ON HURON STREET FACE OF A ONE-STORY
 QK0019'YELLOW BRICK BUILDING UNSED AS A DOCTORS OFFICE, 17.2 FEET
 QK0019'NORTHEAST OF WEST CORNER AND 14.2 FEET SOUTHWEST OF EAST CORNER
 QK0019'OF BUILDING, 3-1/2-FEET ABOVE THE GROUND, BEING HORIZONTAL
 QK0019'LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO THE WALL.
 QK0019'NOTE-- PREV. DESIG MEDIC 1950.
 QK0019
 QK0019                          STATION RECOVERY (1983)
 QK0019
 QK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0019'LOCATED AT THE INTERSECTION OF HURON AND ELM STREETS, THE DISK IS SET
 QK0019'VERTICALLY IN THE SOUTHEAST WALL OF A ONE STORY YELLOW BRICK BUILDING
 QK0019'USED AS A DOCTORS OFFICE, IS ABOUT 0.91 METER (3.0 FT) ABOVE GROUND,
 QK0019'16.3 METERS (53.5 FT) NORTHWEST OF THE CENTER OF HURON STREET,
 QK0019'17.83 METERS (58.5 FT) SOUTHWEST OF THE CENTER OF ELM STREET,
 QK0019'5.24 METERS (17.2 FT) NORTHEAST OF THE SOUTH CORNER, AND 4.32 METERS
 QK0019'(14.2 FT) SOUTHWEST OF THE EAST CORNER.
 QK0019'THE MARK IS 1.06 M ABOVE HURON STREET.
 QK0019
 QK0019                          STATION RECOVERY (1996)
 QK0019
 QK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0019'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND ELM STREETS, SET
 QK0019'VERTICALLY IN THE SOUTHEAST FACE OF THE CHEBOYGAN MEDICAL CLINIC, 17.8
 QK0019'M (58.4 FT) SOUTHWEST OF THE CENTER OF ELM STREET, 16.3 M (53.5 FT)
 QK0019'NORTHWEST OF THE CENTER OF HURON STREET, 5.2 M (17.1 FT) NORTHEAST OF
 QK0019'THE SOUTH CORNER OF THE CLINIC, 4.3 M (14.1 FT) SOUTHWEST OF THE EAST
 QK0019'CORNER OF THE CLINIC, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF HURON
 QK0019'STREET.
 QK0019
 QK0019                          STATION RECOVERY (2004)
 QK0019
 QK0019'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0019'RECOVERED IN GOOD CONDITION.
 QK0019
 QK0019                          STATION RECOVERY (2018)
 QK0019
 QK0019'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0019'CHEBOYGAN MEDICAL CLINIC IS NOW STRAITS AREA CHIROPRACTIC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0021 ***********************************************************************
 QK0021  DESIGNATION -  907 5076 RANGE
 QK0021  PID         -  QK0021
 QK0021  STATE/COUNTY-  MI/CHEBOYGAN
 QK0021  COUNTRY     -  US
 QK0021  USGS QUAD   -  CHEBOYGAN (2017)
 QK0021
 QK0021                         *CURRENT SURVEY CONTROL
 QK0021  ______________________________________________________________________
 QK0021* NAD 83(1986) POSITION- 45 38 46.     (N) 084 28 24.     (W)   SCALED
 QK0021* NAVD 88 ORTHO HEIGHT -   179.083 (meters)      587.54  (feet) ADJUSTED
 QK0021  ______________________________________________________________________
 QK0021  GEOID HEIGHT    -        -35.953 (meters)                     GEOID18
 QK0021  DYNAMIC HEIGHT  -        179.080 (meters)      587.53  (feet) COMP
 QK0021  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 QK0021
 QK0021  VERT ORDER      -  FIRST     CLASS I
 QK0021
 QK0021.The horizontal coordinates were scaled from a map and have
 QK0021.an estimated accuracy of +/- 6 seconds.
 QK0021
 QK0021.The orthometric height was determined by differential leveling and
 QK0021.adjusted by the NATIONAL GEODETIC SURVEY
 QK0021.in June 1991.
 QK0021
 QK0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0021.GEOID18 height accuracy estimate available here.
 QK0021
 QK0021.Click photographs - Photos may exist for this station.
 QK0021
 QK0021.The dynamic height is computed by dividing the NAVD 88
 QK0021.geopotential number by the normal gravity value computed on the
 QK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0021.degrees latitude (g = 980.6199 gals.).
 QK0021
 QK0021.The modeled gravity was interpolated from observed gravity values.
 QK0021
 QK0021;                    North         East    Units  Estimated Accuracy
 QK0021;SPC MI C     -   258,860.    5,991,690.      MT  (+/- 180 meters Scaled)
 QK0021
 QK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968578(NAD 83)
 QK0021
 QK0021                          SUPERSEDED SURVEY CONTROL
 QK0021
 QK0021.No superseded survey control is available for this station.
 QK0021
 QK0021_MARKER: DD = SURVEY DISK
 QK0021_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0021_SP_SET: BUILDING
 QK0021_STAMPING: RANGE LDK 1941
 QK0021_MARK LOGO: USLS
 QK0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0021+STABILITY: SURFACE MOTION
 QK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0021+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 QK0021
 QK0021  HISTORY     - Date     Condition        Report By
 QK0021  HISTORY     - 1941     MONUMENTED       USLS
 QK0021  HISTORY     - 1973     GOOD             USLS
 QK0021  HISTORY     - 1983     GOOD             NGS
 QK0021  HISTORY     - 19960314 GOOD             NGS
 QK0021  HISTORY     - 20180918 GOOD             USPSQD
 QK0021
 QK0021                          STATION DESCRIPTION
 QK0021
 QK0021'DESCRIBED BY US LAKE SURVEY 1973
 QK0021'AT CHEBOYGAN.
 QK0021'RANGE IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 2.5 FEET SOUTHEAST
 QK0021'OF NORTH CORNER AND IN NORTHEAST FACE OF U.S. COAST GUARD
 QK0021'STATION FOUNDATION, 1-FOOT ABOVE THE GROUND, BEING HORIZONTAL
 QK0021'LINE OF CROSS ON BRONZE DISC SET INTO THE MASONRY FOUNDATION.
 QK0021'NOTE-- PREV. DESIG. RANGE 1941.
 QK0021
 QK0021                          STATION RECOVERY (1983)
 QK0021
 QK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0021'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0021'LOCATED AT 606 WATER STREET (OLD RIVER RANGE STATION) AT THE NORTHWEST
 QK0021'CORNER OF A WHITE THREE STORY HOUSE, THE DISK IS SET VERTICALLY
 QK0021'0.76 METER (2.5 FT) SOUTHEAST OF THE NORTHWEST CORNER, 0.36 METER
 QK0021'(1.2 FT) ABOVE THE GROUND AND INTO THE STONE MASONRY FOUNDATION,
 QK0021'14.78 METERS (48.5 FT) EAST-SOUTHEAST OF THE CENTER OF WATER STREET,
 QK0021'17.06 METERS (56.0 FT) SOUTH OF THE NORTHEAST CORNER FENCE POST OF A
 QK0021'CHAIN LINK FENCE AROUND THE PROPERTY, 4.32 METERS (14.2 FT)
 QK0021'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE STONE MASONRY FOUNDATION
 QK0021'WALL, AND 17.22 METERS (56.5 FT) WEST-SOUTHWEST OF A FLAGPOLE.
 QK0021'STAMPING IS--RANGE LDK 1941.
 QK0021'THE MARK IS 0.7 M ABOVE WATER STREET.
 QK0021
 QK0021                          STATION RECOVERY (1996)
 QK0021
 QK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0021'IN CHEBOYGAN, SET VERTICALLY IN THE NORTHEAST FACE OF RANGE STATION
 QK0021'BUILDING AT 606 WATER STREET, 14.8 M (48.6 FT) SOUTHEAST OF THE STREET
 QK0021'CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, 0.8 M (2.6 FT)
 QK0021'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, AND 0.4 M (1.3 FT)
 QK0021'ABOVE THE GROUND SURFACE.
 QK0021
 QK0021                          STATION RECOVERY (2018)
 QK0021
 QK0021'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0022 ***********************************************************************
 QK0022  DESIGNATION -  907 5076 WL 263 USLS
 QK0022  PID         -  QK0022
 QK0022  STATE/COUNTY-  MI/CHEBOYGAN
 QK0022  COUNTRY     -  US
 QK0022  USGS QUAD   -  CHEBOYGAN (2017)
 QK0022
 QK0022                         *CURRENT SURVEY CONTROL
 QK0022  ______________________________________________________________________
 QK0022* NAD 83(1986) POSITION- 45 38 50.     (N) 084 28 26.     (W)   SCALED
 QK0022* NAVD 88 ORTHO HEIGHT -   180.045 (meters)      590.70  (feet) ADJUSTED
 QK0022  ______________________________________________________________________
 QK0022  GEOID HEIGHT    -        -35.953 (meters)                     GEOID18
 QK0022  DYNAMIC HEIGHT  -        180.042 (meters)      590.69  (feet) COMP
 QK0022  MODELED GRAVITY -    980,599.7   (mgal)                       NAVD 88
 QK0022
 QK0022  VERT ORDER      -  FIRST     CLASS I
 QK0022
 QK0022.The horizontal coordinates were scaled from a map and have
 QK0022.an estimated accuracy of +/- 6 seconds.
 QK0022
 QK0022.The orthometric height was determined by differential leveling and
 QK0022.adjusted by the NATIONAL GEODETIC SURVEY
 QK0022.in June 1991.
 QK0022
 QK0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0022.GEOID18 height accuracy estimate available here.
 QK0022
 QK0022.Click photographs - Photos may exist for this station.
 QK0022
 QK0022.The dynamic height is computed by dividing the NAVD 88
 QK0022.geopotential number by the normal gravity value computed on the
 QK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0022.degrees latitude (g = 980.6199 gals.).
 QK0022
 QK0022.The modeled gravity was interpolated from observed gravity values.
 QK0022
 QK0022;                    North         East    Units  Estimated Accuracy
 QK0022;SPC MI C     -   258,980.    5,991,640.      MT  (+/- 180 meters Scaled)
 QK0022
 QK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968579(NAD 83)
 QK0022
 QK0022                          SUPERSEDED SURVEY CONTROL
 QK0022
 QK0022.No superseded survey control is available for this station.
 QK0022
 QK0022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0022_SP_SET: WALL
 QK0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0022
 QK0022  HISTORY     - Date     Condition        Report By
 QK0022  HISTORY     - 1935     MONUMENTED       USLS
 QK0022  HISTORY     - 1973     GOOD             USLS
 QK0022  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0022  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0022
 QK0022                          STATION DESCRIPTION
 QK0022
 QK0022'DESCRIBED BY US LAKE SURVEY 1973
 QK0022'IN CHEBOYGAN.
 QK0022'WL 263 IS IN CHEBOYGAN, GHEBOYGAN COUNTY, MICHIGAN, ON THE SOUTHEAST
 QK0022'SIDE OF MAIN STREET, OPPOSITE THE END OF MACKINAW AVE., 1.0 FEET
 QK0022'SOUTHEAST OF NORTH CORNER AND ON NORTHEAST FACE OF A LARGE
 QK0022'CONCRETE BUILDING OCCUPIED BY THE TUBE FORMING INC. FACTORY,
 QK0022'3-1/2-FEET ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS ON
 QK0022'BRONZE DISC SET INTO THE CONCRETE WALL.  NOTE-- PREV. DESIG.
 QK0022'WL 263 1935.
 QK0022
 QK0022                          STATION RECOVERY (1983)
 QK0022
 QK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0022'NOT RECOVERED THIS DATE, DISK MAY BE IN PLACE, THE BUILDING HAS BEEN
 QK0022'REFINISHED WITH A STUCCO FINISH.
 QK0022
 QK0022                          STATION RECOVERY (2004)
 QK0022
 QK0022'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0022'BUILDING APPEARS TO HAVE BEEN RE-SURFACED AND IS NOW THE RIVERTOWN
 QK0022'PLAZA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0429 ***********************************************************************
 QK0429  DESIGNATION -  907 5080 F
 QK0429  PID         -  QK0429
 QK0429  STATE/COUNTY-  MI/CHEBOYGAN
 QK0429  COUNTRY     -  US
 QK0429  USGS QUAD   -  SAINT IGNACE (2017)
 QK0429
 QK0429                         *CURRENT SURVEY CONTROL
 QK0429  ______________________________________________________________________
 QK0429* NAD 83(1986) POSITION- 45 46 39.     (N) 084 43 13.     (W)   SCALED
 QK0429* NAVD 88 ORTHO HEIGHT -   179.037 (meters)      587.39  (feet) ADJUSTED
 QK0429  ______________________________________________________________________
 QK0429  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 QK0429  DYNAMIC HEIGHT  -        179.041 (meters)      587.40  (feet) COMP
 QK0429  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 QK0429
 QK0429  VERT ORDER      -  FIRST     CLASS II
 QK0429
 QK0429.The horizontal coordinates were scaled from a map and have
 QK0429.an estimated accuracy of +/- 6 seconds.
 QK0429
 QK0429.The orthometric height was determined by differential leveling and
 QK0429.adjusted by the NATIONAL GEODETIC SURVEY
 QK0429.in June 1991.
 QK0429
 QK0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0429.GEOID18 height accuracy estimate available here.
 QK0429
 QK0429.Click photographs - Photos may exist for this station.
 QK0429
 QK0429.The dynamic height is computed by dividing the NAVD 88
 QK0429.geopotential number by the normal gravity value computed on the
 QK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0429.degrees latitude (g = 980.6199 gals.).
 QK0429
 QK0429.The modeled gravity was interpolated from observed gravity values.
 QK0429
 QK0429;                    North         East    Units  Estimated Accuracy
 QK0429;SPC MI C     -   273,520.    5,972,500.      MT  (+/- 180 meters Scaled)
 QK0429
 QK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR772718(NAD 83)
 QK0429
 QK0429                          SUPERSEDED SURVEY CONTROL
 QK0429
 QK0429.No superseded survey control is available for this station.
 QK0429
 QK0429_MARKER: DD = SURVEY DISK
 QK0429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0429_SP_SET: RETAINING WALL
 QK0429_STAMPING: 5080 F 1982
 QK0429_MARK LOGO: NOS
 QK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0429+STABILITY: SURFACE MOTION
 QK0429
 QK0429  HISTORY     - Date     Condition        Report By
 QK0429  HISTORY     - 1982     MONUMENTED       NOS
 QK0429  HISTORY     - 1983     GOOD             NGS
 QK0429  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0429
 QK0429                          STATION DESCRIPTION
 QK0429
 QK0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0429'0.8 KM (0.5 MI) SE FROM MACKINAW CITY.
 QK0429'0.3 KM (0.2 MI) SOUTH ALONG HURON STREET AND STATE HIGHWAY 23 FROM THE
 QK0429'MUNICIPAL BUILDING IN MACKINAW CITY TO THE JUNCTION OF WEST RAILROAD
 QK0429'AVENUE AND A ROAD LEADING EAST TO THE STATE DOCKS, THENCE 0.5 KM
 QK0429'(0.3 MI) EAST TO THE MARK ON THE RIGHT, 48.95 METERS (160.6 FT) SOUTH
 QK0429'OF THE CENTERLINE OF THE ROAD LEADING TO THE DOCKS, 36.02 METERS
 QK0429'(118.2 FT) NORTH OF CONCRETE CORNER POST FOR A CHAIN LINK FENCE, AND
 QK0429'0.30 METERS (1.0 FT) WEST OF A METAL PIPE RAIL AT THE EDGE OF LOADING
 QK0429'DRIVEWAY FOR THE FERRY.
 QK0429'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0429
 QK0429                          STATION RECOVERY (2003)
 QK0429
 QK0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0183 ***********************************************************************
 QK0183  DESIGNATION -  907 5080 FIRE USLS
 QK0183  PID         -  QK0183
 QK0183  STATE/COUNTY-  MI/CHEBOYGAN
 QK0183  COUNTRY     -  US
 QK0183  USGS QUAD   -  SAINT IGNACE (2017)
 QK0183
 QK0183                         *CURRENT SURVEY CONTROL
 QK0183  ______________________________________________________________________
 QK0183* NAD 83(1986) POSITION- 45 46 53.     (N) 084 43 32.     (W)   SCALED
 QK0183* NAVD 88 ORTHO HEIGHT -   180.105 (meters)      590.89  (feet) ADJUSTED
 QK0183  ______________________________________________________________________
 QK0183  GEOID HEIGHT    -        -35.410 (meters)                     GEOID18
 QK0183  DYNAMIC HEIGHT  -        180.110 (meters)      590.91  (feet) COMP
 QK0183  MODELED GRAVITY -    980,636.3   (mgal)                       NAVD 88
 QK0183
 QK0183  VERT ORDER      -  FIRST     CLASS I
 QK0183
 QK0183.The horizontal coordinates were scaled from a map and have
 QK0183.an estimated accuracy of +/- 6 seconds.
 QK0183
 QK0183.The orthometric height was determined by differential leveling and
 QK0183.adjusted by the NATIONAL GEODETIC SURVEY
 QK0183.in June 1991.
 QK0183
 QK0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0183.GEOID18 height accuracy estimate available here.
 QK0183
 QK0183.Click photographs - Photos may exist for this station.
 QK0183
 QK0183.The dynamic height is computed by dividing the NAVD 88
 QK0183.geopotential number by the normal gravity value computed on the
 QK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0183.degrees latitude (g = 980.6199 gals.).
 QK0183
 QK0183.The modeled gravity was interpolated from observed gravity values.
 QK0183
 QK0183;                    North         East    Units  Estimated Accuracy
 QK0183;SPC MI C     -   273,950.    5,972,090.      MT  (+/- 180 meters Scaled)
 QK0183
 QK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768722(NAD 83)
 QK0183
 QK0183                          SUPERSEDED SURVEY CONTROL
 QK0183
 QK0183.No superseded survey control is available for this station.
 QK0183
 QK0183_MARKER: Z = SEE DESCRIPTION
 QK0183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0183+WITH SETTING: INTO GROUND
 QK0183_MARK LOGO: USLS
 QK0183_PROJECTION: RECESSED 15 CENTIMETERS
 QK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0183+STABILITY: SURFACE MOTION
 QK0183_ROD/PIPE-DEPTH: 3.66 meters
 QK0183
 QK0183  HISTORY     - Date     Condition        Report By
 QK0183  HISTORY     - 1969     MONUMENTED       USLS
 QK0183  HISTORY     - 1973     GOOD             USLS
 QK0183  HISTORY     - 1983     GOOD             NGS
 QK0183  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0183
 QK0183                          STATION DESCRIPTION
 QK0183
 QK0183'DESCRIBED BY US LAKE SURVEY 1973
 QK0183'AT MACKINAW CITY.
 QK0183'FIRE IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, NEAR THE
 QK0183'SOUTHWEST CORNER OF THE INTERSECTION OF LANGLADE STREET AND
 QK0183'CENTRAL AVENUE, 2.7 FEET NORTH OF NORTH EDGE OF SIDEWALK NEAR
 QK0183'BUILDING, 1.6 FEET WEST OF WEST EDGE OF SIDEWALK 1.2 FEET FROM
 QK0183'THE SOUTHEAST CORNER OF THE MACKINAW CITY HALL, 1/2-FOOT BELOW
 QK0183'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0183'COPPER-COATED STEEL ROD, 12 FEET LONG.  NOTE-- PREV. DESIG.
 QK0183'FIRE 1969.
 QK0183
 QK0183                          STATION RECOVERY (1983)
 QK0183
 QK0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0183'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0183'CITY, SET ON THE GROUNDS OF THE MUNICIPAL BUILDING AT THE INTERSECTION
 QK0183'OF LANGLADE STREET AND CENTRAL AVENUE, 0.36 METERS (1.2 FT) SOUTHEAST
 QK0183'OF THE SOUTHEAST CORNER OF THE MUNICIPAL BUILDING.
 QK0183'THE MARK IS 0.9 M ABOVE LANGLADE STREET.
 QK0183
 QK0183                          STATION RECOVERY (2003)
 QK0183
 QK0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0183'THERE IS A HOLE IN THE GROUND WHERE THE MARKER SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6039 ***********************************************************************
 AC6039  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6039  DESIGNATION -  907 5080 G
 AC6039  PID         -  AC6039
 AC6039  STATE/COUNTY-  MI/CHEBOYGAN
 AC6039  COUNTRY     -  US
 AC6039  USGS QUAD   -  SAINT IGNACE (2017)
 AC6039
 AC6039                         *CURRENT SURVEY CONTROL
 AC6039  ______________________________________________________________________
 AC6039* NAD 83(1986) POSITION- 45 46 38.34   (N) 084 43 15.28   (W)   HD_HELD1
 AC6039* NAVD 88 ORTHO HEIGHT -   179.108 (meters)      587.62  (feet) ADJUSTED
 AC6039  ______________________________________________________________________
 AC6039  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 AC6039  DYNAMIC HEIGHT  -        179.112 (meters)      587.64  (feet) COMP
 AC6039  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 AC6039
 AC6039  VERT ORDER      -  SECOND    CLASS I
 AC6039
 AC6039.The horizontal coordinates were determined by differentially corrected
 AC6039.hand held GPS observations or other comparable positioning techniques
 AC6039.and have an estimated accuracy of +/- 3 meters.
 AC6039
 AC6039.The orthometric height was determined by differential leveling and
 AC6039.adjusted by the NATIONAL GEODETIC SURVEY
 AC6039.in March 1997.
 AC6039
 AC6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6039.GEOID18 height accuracy estimate available here.
 AC6039
 AC6039.This Water Level Mark is designated as VM 13071
 AC6039.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6039
 AC6039.This Water Level Mark is designated as VM 19111
 AC6039.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6039
 AC6039.Click photographs - Photos may exist for this station.
 AC6039
 AC6039.The dynamic height is computed by dividing the NAVD 88
 AC6039.geopotential number by the normal gravity value computed on the
 AC6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6039.degrees latitude (g = 980.6199 gals.).
 AC6039
 AC6039.The modeled gravity was interpolated from observed gravity values.
 AC6039
 AC6039;                    North         East    Units  Estimated Accuracy
 AC6039;SPC MI C     -   273,498.2   5,972,448.8     MT  (+/- 3 meters HH1 GPS) 
 AC6039
 AC6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7718071832(NAD 83)
 AC6039
 AC6039                          SUPERSEDED SURVEY CONTROL
 AC6039
 AC6039.No superseded survey control is available for this station.
 AC6039
 AC6039_MARKER: DB = BENCH MARK DISK
 AC6039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6039_SP_SET: PIER ABUTMENT
 AC6039_STAMPING: 5080 G 1991
 AC6039_MARK LOGO: NOS
 AC6039_PROJECTION: FLUSH
 AC6039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6039+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 AC6039
 AC6039  HISTORY     - Date     Condition        Report By
 AC6039  HISTORY     - 1991     MONUMENTED       CO-OPS
 AC6039  HISTORY     - 19941006 GOOD             NOS
 AC6039  HISTORY     - 19950920 GOOD             NOS
 AC6039  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 AC6039  HISTORY     - 20170801 GOOD             NOS
 AC6039  HISTORY     - 20181002 GOOD             NOS
 AC6039  HISTORY     - 20220915 GOOD             CO-OPS
 AC6039
 AC6039                          STATION DESCRIPTION
 AC6039
 AC6039'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6039'IN MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN 0.4 KM (0.25 MI) SOUTH
 AC6039'ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE MUNICIPAL BUILDING TO
 AC6039'THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.5 KM (0.30 MI) EAST
 AC6039'ALONG A ROAD LEADING TO THE STATE DOCK AND FISHING PIER, 30.0 METERS
 AC6039'(98.4 FT) NORTHWEST OF SOUTHEAST CORNER OF SEAWALL OF STATE DOCK, 5.0
 AC6039'METERS (16.4 FT) EAST OF THE WEST END OF THE CONCRETE RETAINING WALL,
 AC6039'0.5 METERS (1.6 FT) SOUTHWEST OF THE NORTHEAST FACE OF THE CONCRETE
 AC6039'SEAWALL AT THE INSORE END OF CITY FISHING PIER, BM IS A STANDARD NOS
 AC6039'DISC SET VERTICALLY IN CONCRETE SEAWALL 0.7 METERS (2.3 FT) ABOVE
 AC6039'GROUND LEVEL.
 AC6039
 AC6039                          STATION RECOVERY (1995)
 AC6039
 AC6039'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6039'RECOVERED AS DESCRIBED.
 AC6039
 AC6039                          STATION RECOVERY (2003)
 AC6039
 AC6039'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AC6039'MARK NOT FOUND.
 AC6039
 AC6039                          STATION RECOVERY (2017)
 AC6039
 AC6039'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (BD)
 AC6039'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF EVERGREEN SHORES,
 AC6039'6.3 MI (10.1 KM) SOUTH OF SAINT IGNACE AND 4.8 MI (7.7 KM) NORTHWEST
 AC6039'OF FREEDOM, WITHIN THE CITY LIMITS OF MACKINAW CITY, MI.
 AC6039'
 AC6039'TO REACH STATION IN MACKINAW CITY, GO FROM THE INTERSECTION OF E.
 AC6039'CENTRAL AVENUE AND S HURON AVENUE PROCEED SOUTH ON S. HURON FOR 0.3 MI
 AC6039'(0.5 KM) TO THE ENTRANCE TO THE MACKINAW CITY - STRAITS HARBOR AND THE
 AC6039'MICHIGAN DEPARTMENT OF NATURAL RESOURCES PARK PROPERTY AND THE
 AC6039'MACKINAW CITY FISHING PIER.
 AC6039'
 AC6039'AT THE ENTRANCE TURN LEFT (EAST) AND PROCEED 0.25 MI (0.40 KM) EAST
 AC6039'INTO THE DNR PARK PROPERTY TO ITS EASTERN END AND THE NOAA-NOS WATER
 AC6039'LEVEL GAUGING STATION, ON THE NORTH SIDE AND IN THE TOP OF THE NORTH
 AC6039'SIDE AND AT THE WEST END OF THE CITY PIER (STATE DOCK)CONCRETE SUPPORT
 AC6039'ABUTMENT AND JUST BELOW WHERE THE PIERS STEEL SUPPORT BEAMS AND WOODEN
 AC6039'PIER PLANKING BEGINS, BEING A STANDARD NOS DISC SET IN THE TOP OF THE
 AC6039'CONCRETE ABUTMENT.
 AC6039'
 AC6039'IT IS 48.6 M (159.4 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE SHEET
 AC6039'PILE WALL DIRECTLY BEHIND THE GAUGE HOUSE, 30.0 M (98.4 FT) NORTHEAST
 AC6039'OF THE SOUTHEAST CORNER OF THE SAME SHEET PILE WALL, 14.3 M (46.9 FT)
 AC6039'SOUTHEAST OF THE WESTERN EDGE OF THE CONCRETE CURBING ON THE EASTERN
 AC6039'END OF THE PARK AND AT THE ENTRANCE TO THE MACKINAW CITY PIER.  13.5 M
 AC6039'(44.3 FT) WEST OF THE WESTERN END OF THE CONCRETE SECTION OF THE CITY
 AC6039'PIER (NOTE THIS MEASUREMENT WAS TAKEN AT WHERE THE WOOD PLANKING AND
 AC6039'THE CONCRETE PIER CAP MEET), 4.96 M (16.3 FT) SOUTHEAST OF THE
 AC6039'NORTHWEST END OF THE CONCRETE WING WALL TIE BACK ON THE NORTH SIDE OF
 AC6039'THE WALK LEADING TO THE PIER, 0.61 M (2.0 FT) BELOW THE TOP OF THE
 AC6039'PIER DECKING, 0.5 M (1.6 FT) WEST OF THE EASTERN FACE OF THE CONCRETE
 AC6039'ABUTMENT WALL, 0.30 M (1.0 FT) ABOUT THE LEVEL OF THE GROUND.
 AC6039
 AC6039                          STATION RECOVERY (2018)
 AC6039
 AC6039'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 AC6039'RECOVERED AS DESCRIBED.
 AC6039
 AC6039                          STATION RECOVERY (2022)
 AC6039
 AC6039'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 AC6039'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6040 ***********************************************************************
 AC6040  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6040  DESIGNATION -  907 5080 H
 AC6040  PID         -  AC6040
 AC6040  STATE/COUNTY-  MI/CHEBOYGAN
 AC6040  COUNTRY     -  US
 AC6040  USGS QUAD   -  SAINT IGNACE (2017)
 AC6040
 AC6040                         *CURRENT SURVEY CONTROL
 AC6040  ______________________________________________________________________
 AC6040* NAD 83(2011) POSITION- 45 46 37.64617(N) 084 43 13.67162(W)   ADJUSTED
 AC6040* NAD 83(2011) ELLIP HT-   144.789 (meters)        (12/02/25)   ADJUSTED
 AC6040* NAD 83(2011) EPOCH   -  2010.00
 AC6040* NAVD 88 ORTHO HEIGHT -   180.220 (meters)      591.27  (feet) ADJUSTED
 AC6040  ______________________________________________________________________
 AC6040  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 AC6040  NAD 83(2011) X  -    410,037.650 (meters)                     COMP
 AC6040  NAD 83(2011) Y  - -4,437,302.512 (meters)                     COMP
 AC6040  NAD 83(2011) Z  -  4,548,108.273 (meters)                     COMP
 AC6040  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 AC6040  DYNAMIC HEIGHT  -        180.225 (meters)      591.29  (feet) COMP
 AC6040  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 AC6040
 AC6040  VERT ORDER      -  SECOND    CLASS I
 AC6040
 AC6040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC6040  Standards:
 AC6040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC6040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC6040  -------------------------------------------------------------------
 AC6040  NETWORK    0.45   0.80           0.21   0.15   0.41     -0.02645329
 AC6040  -------------------------------------------------------------------
 AC6040  Click here for local accuracies and other accuracy information.
 AC6040
 AC6040.The horizontal coordinates were established by GPS observations
 AC6040.and adjusted by the National Geodetic Survey in December 2025.
 AC6040
 AC6040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC6040.been affixed to the stable North American tectonic plate. See 
 AC6040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC6040
 AC6040.The horizontal coordinates are valid at the epoch date displayed above
 AC6040.which is a decimal equivalence of Year/Month/Day.
 AC6040
 AC6040.The orthometric height was determined by differential leveling and
 AC6040.adjusted by the NATIONAL GEODETIC SURVEY
 AC6040.in March 1997.
 AC6040
 AC6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6040.GEOID18 height accuracy estimate available here.
 AC6040
 AC6040.This Water Level Mark is designated as VM 13072
 AC6040.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6040
 AC6040.This Water Level Mark is designated as VM 19112
 AC6040.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6040
 AC6040.Click photographs - Photos may exist for this station.
 AC6040
 AC6040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6040
 AC6040.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC6040
 AC6040.The ellipsoidal height was determined by GPS observations
 AC6040.and is referenced to NAD 83.
 AC6040
 AC6040.The dynamic height is computed by dividing the NAVD 88
 AC6040.geopotential number by the normal gravity value computed on the
 AC6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6040.degrees latitude (g = 980.6199 gals.).
 AC6040
 AC6040.The modeled gravity was interpolated from observed gravity values.
 AC6040
 AC6040. The following values were computed from the NAD 83(2011) position.
 AC6040
 AC6040;                    North         East     Units Scale Factor Converg.
 AC6040;SPC MI C     -   273,476.665 5,972,483.407   MT  1.00001875   -0 14 59.7
 AC6040;SPC MI C     -   897,233.15 19,594,761.83   iFT  1.00001875   -0 14 59.7
 AC6040;UTM  16      - 5,071,811.924   677,215.868   MT  0.99998611   +1 38 02.4
 AC6040
 AC6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6040!SPC MI C     -   0.99997730  x   1.00001875  =   0.99999605
 AC6040!UTM  16      -   0.99997730  x   0.99998611  =   0.99996341
 AC6040
 AC6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7721571811(NAD 83)
 AC6040
 AC6040                          SUPERSEDED SURVEY CONTROL
 AC6040
 AC6040.No superseded survey control is available for this station.
 AC6040
 AC6040_MARKER: DJ = TIDAL STATION DISK
 AC6040_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC6040+WITH SETTING: PAVEMENT
 AC6040_SP_SET: PIER DECK
 AC6040_STAMPING: 5080 H 1993
 AC6040_MARK LOGO: NOS
 AC6040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6040+STABILITY: SURFACE MOTION
 AC6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6040+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2023
 AC6040
 AC6040  HISTORY     - Date     Condition        Report By
 AC6040  HISTORY     - 1993     MONUMENTED       CO-OPS
 AC6040  HISTORY     - 19941006 GOOD             NOS
 AC6040  HISTORY     - 19950920 GOOD             NOS
 AC6040  HISTORY     - 20030607 GOOD             USPSQD
 AC6040  HISTORY     - 20170801 GOOD             NOS
 AC6040  HISTORY     - 20181002 GOOD             NOS
 AC6040  HISTORY     - 20220815 GOOD             NOS
 AC6040  HISTORY     - 20220915 GOOD             CO-OPS
 AC6040  HISTORY     - 20230707 GOOD             WILWRK
 AC6040
 AC6040                          STATION DESCRIPTION
 AC6040
 AC6040'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6040'IN MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, 0.4 KM (0.25 MI) SOUTH
 AC6040'ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE MUNICIPAL BUILDING TO
 AC6040'THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.5 KM (0.30 MI) EAST
 AC6040'ALONG ROAD LEADING TO THE STATE DOCK AND CITY FISHING PIER, ON CITY
 AC6040'FISHING PIER, 5.49 M (18.01 FT) SOUTHWEST OF NORTHERN MOST OF TWO
 AC6040'SMALL BOLLARDS ON PIER DECK, 4.14 M (13.58 FT) SOUTH OF UTILITY POLE,
 AC6040'2.19 M (7.19 FT) WEST-NORTHWEST OF PIER SAFETY LADDER FROM DECK OF
 AC6040'PIER TO WATER SURFACE, BEING A STANDARD NOS DISK SET FLUSH WITH DECK
 AC6040'SURFACE.
 AC6040
 AC6040                          STATION RECOVERY (1995)
 AC6040
 AC6040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6040'RECOVERED AS DESCRIBED.
 AC6040
 AC6040                          STATION RECOVERY (2003)
 AC6040
 AC6040'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AC6040'RECOVERED IN GOOD CONDITION.
 AC6040
 AC6040                          STATION RECOVERY (2017)
 AC6040
 AC6040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (BD)
 AC6040'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF EVERGREEN SHORES,
 AC6040'6.3 MI (10.1 KM) SOUTH OF SAINT IGNACE AND 4.8 MI (7.7 KM) NORTHWEST
 AC6040'OF FREEDOM, WITHIN THE CITY LIMITS FOR MACKINAW CITY, MI.
 AC6040'
 AC6040'TO REACH STATION IN MACKINAW CITY, GO FROM THE INTERSECTION OF E.
 AC6040'CENTRAL AVENUE AND S HURON AVENUE PROCEED SOUTH ON S. HURON FOR 0.3 MI
 AC6040'(0.5 KM) TO THE ENTRANCE TO THE MACKINAW CITY - STRAITS HARBOR AND THE
 AC6040'MICHIGAN DEPARTMENT OF NATURAL RESOURCES (DNR) PARK PROPERTY AND THE
 AC6040'MACKINAW CITY PIER.
 AC6040'
 AC6040'AT THE ENTRANCE TURN LEFT (EAST) AND PROCEED 0.25 MI (0.40 KM) EAST
 AC6040'INTO THE DNR PARK PROPERTY TO ITS EASTERN END AND THE MACKINAW CITY
 AC6040'FISHING PIER.
 AC6040'
 AC6040'IT IS 39.5 M (129.6 FT) EAST OF AND ALONG THE PIER FROM ITS WESTERN
 AC6040'END, ON THE SOUTH SIDE AND IN THE TOP OF AND AT THE SOUTHWEST CORNER
 AC6040'OF THE SECOND EXPANSION SECTION ON THE PIER, THIS SECTION IS THE FIRST
 AC6040'SECTION WITH PARK BENCHES PLACED ON BOTH SIDES OF THE PIER, 5.49 M
 AC6040'(18.0 FT) SOUTHWEST OF NORTHERN MOST ONE OF TWO SMALL BOLLARDS ON PIER
 AC6040'DECK, 4.14 M (13.6 FT) SOUTH OF UTILITY POLE AND 2.19 M (7.2 FT)
 AC6040'WEST-NORTHWEST OF THE PIERS SAFETY LADDER.
 AC6040
 AC6040                          STATION RECOVERY (2018)
 AC6040
 AC6040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 AC6040'RECOVERED AS DESCRIBED.
 AC6040
 AC6040                          STATION RECOVERY (2022)
 AC6040
 AC6040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (KSJ)
 AC6040'RECOVERED IN GOOD CONDITION.
 AC6040
 AC6040                          STATION RECOVERY (2022)
 AC6040
 AC6040'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 AC6040'RECOVERED AS DESCRIBED.
 AC6040
 AC6040                          STATION RECOVERY (2023)
 AC6040
 AC6040'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AC6040'RECOVERED AS DESCRIBED, EXCEPT THAT THE JUNE 7, 2003 NOTE STATING THE
 AC6040'MARK IS UNSUITABLE FOR GPS IS IN ERROR, MARK HAS GOOD SKY VIEW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9209 ***********************************************************************
 DR9209  DESIGNATION -  907 5080 J
 DR9209  PID         -  DR9209
 DR9209  STATE/COUNTY-  MI/CHEBOYGAN
 DR9209  COUNTRY     -  US
 DR9209  USGS QUAD   -  SAINT IGNACE (2017)
 DR9209
 DR9209                         *CURRENT SURVEY CONTROL
 DR9209  ______________________________________________________________________
 DR9209* NAD 83(2011) POSITION- 45 46 39.68981(N) 084 43 30.14950(W)   ADJUSTED
 DR9209* NAD 83(2011) ELLIP HT-   143.110 (meters)        (12/02/25)   ADJUSTED
 DR9209* NAD 83(2011) EPOCH   -  2010.00
 DR9209* NAVD 88 ORTHO HEIGHT -   178.541 (meters)      585.76  (feet) ADJUSTED
 DR9209  ______________________________________________________________________
 DR9209  GEOID HEIGHT    -        -35.411 (meters)                     GEOID18
 DR9209  NAD 83(2011) X  -    409,678.902 (meters)                     COMP
 DR9209  NAD 83(2011) Y  - -4,437,289.063 (meters)                     COMP
 DR9209  NAD 83(2011) Z  -  4,548,151.077 (meters)                     COMP
 DR9209  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DR9209  DYNAMIC HEIGHT  -        178.545 (meters)      585.78  (feet) COMP
 DR9209  MODELED GRAVITY -    980,635.6   (mgal)                       NAVD 88
 DR9209
 DR9209  VERT ORDER      -  SECOND    CLASS I
 DR9209
 DR9209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9209  Standards:
 DR9209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9209  -------------------------------------------------------------------
 DR9209  NETWORK    0.45   0.80           0.21   0.15   0.41     -0.02925886
 DR9209  -------------------------------------------------------------------
 DR9209  Click here for local accuracies and other accuracy information.
 DR9209
 DR9209.The horizontal coordinates were established by GPS observations
 DR9209.and adjusted by the National Geodetic Survey in December 2025.
 DR9209
 DR9209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9209.been affixed to the stable North American tectonic plate. See 
 DR9209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9209
 DR9209.The horizontal coordinates are valid at the epoch date displayed above
 DR9209.which is a decimal equivalence of Year/Month/Day.
 DR9209
 DR9209.The orthometric height was determined by differential leveling and
 DR9209.adjusted by the NATIONAL GEODETIC SURVEY
 DR9209.in October 2023.
 DR9209
 DR9209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9209.GEOID18 height accuracy estimate available here.
 DR9209
 DR9209.Click photographs - Photos may exist for this station.
 DR9209
 DR9209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9209
 DR9209.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9209
 DR9209.The ellipsoidal height was determined by GPS observations
 DR9209.and is referenced to NAD 83.
 DR9209
 DR9209.The dynamic height is computed by dividing the NAVD 88
 DR9209.geopotential number by the normal gravity value computed on the
 DR9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9209.degrees latitude (g = 980.6199 gals.).
 DR9209
 DR9209.The modeled gravity was interpolated from observed gravity values.
 DR9209
 DR9209. The following values were computed from the NAD 83(2011) position.
 DR9209
 DR9209;                    North         East     Units Scale Factor Converg.
 DR9209;SPC MI C     -   273,541.324 5,972,127.697   MT  1.00001890   -0 15 11.4
 DR9209;SPC MI C     -   897,445.29 19,593,594.81   iFT  1.00001890   -0 15 11.4
 DR9209;UTM  16      - 5,071,864.853   676,858.238   MT  0.99998455   +1 37 50.7
 DR9209
 DR9209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9209!SPC MI C     -   0.99997756  x   1.00001890  =   0.99999646
 DR9209!UTM  16      -   0.99997756  x   0.99998455  =   0.99996212
 DR9209
 DR9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7685871864(NAD 83)
 DR9209
 DR9209                          SUPERSEDED SURVEY CONTROL
 DR9209
 DR9209.No superseded survey control is available for this station.
 DR9209
 DR9209_MARKER: F = FLANGE-ENCASED ROD
 DR9209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR9209_STAMPING: 5080 J 2017
 DR9209_MARK LOGO: NOS
 DR9209_PROJECTION: RECESSED 15 CENTIMETERS
 DR9209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9209+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2023
 DR9209_ROD/PIPE-DEPTH: 7.04 meters
 DR9209_SLEEVE-DEPTH  : 1.22 meters
 DR9209
 DR9209  HISTORY     - Date     Condition        Report By
 DR9209  HISTORY     - 20170801 MONUMENTED       COOPS
 DR9209  HISTORY     - 20181002 GOOD             CO-OPS
 DR9209  HISTORY     - 20220816 GOOD             NGS
 DR9209  HISTORY     - 20220915 GOOD             CO-OPS
 DR9209  HISTORY     - 20230708 GOOD             WILWRK
 DR9209
 DR9209                          STATION DESCRIPTION
 DR9209
 DR9209'DESCRIBED BY NOAA COOPS 2017 (BD)
 DR9209'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF EVERGREEN SHORES,
 DR9209'6.3 MI (10.1 KM) SOUTH OF SAINT IGNACE AND 5.0 MI (8.0 KM) NORTHWEST
 DR9209'OF FREEDOM, WITHIN THE CITY LIMITS FOR MACKINAW CITY, MI.
 DR9209'
 DR9209'TO REACH STATION IN MACKINAW CITY, GO FROM THE INTERSECTION OF E.
 DR9209'CENTRAL AVENUE AND S HURON AVENUE PROCEED SOUTH ON S. HURON FOR 0.4 KM
 DR9209'(0.2 MI) AND THE JUNCTION OF SOUTH HURON AVENUE AND WEST RAILROAD
 DR9209'AVENUE, ALSO THE JUNCTION OF THE OLD DOCK ROAD LEADING EAST INTO THE
 DR9209'MACKINAW CITY - STRAITS HARBOR AND THE MICHIGAN DEPARTMENT OF NATURAL
 DR9209'RESOURCES PARK PROPERTY AND THE MACKINAW CITY PIER.  SET IN THE
 DR9209'WESTERN SECTION OF STATE MARINA PARKING LOT ON THE NORTH END OF THE
 DR9209'FIRST GRASS MEDIAN STRIP OF LAND RUNNING NORTH TO SOUTH AND SEPARATING
 DR9209'THE PARKING LOTS.
 DR9209'
 DR9209'IT IS 110.8 M (363.5 FT) EAST OF THE CENTERLINE OF SOUTH HURON AVENUE,
 DR9209'76.89 M (252.3 FT) EAST OF THE WESTERN CURB OF THE PARKING LOT RUNNING
 DR9209'PARALLEL TO SOUTH HURON AVENUE, 59.72 M (195.9 FT) NORTH OF THE EAST
 DR9209'WEST FENCE LINE ON SOUTH SIDE OF THE PARKING LOT, 5.75 M (18.9 FT)
 DR9209'SOUTH OF CURB ALONG ACCESS FOR WESTERN AND EASTERN PARKING LOTS, 2.190
 DR9209'M (7.2 FT) NORTH OF A WITNESS POST AND 0.670 M (2.2 FT) SOUTH OF
 DR9209'INSIDE OF CURB.
 DR9209'
 DR9209'NOTE-KICK BLOCK AND CAP PROTRUDE ABOVE GROUND 0.102 M (0.3 FT).
 DR9209
 DR9209                          STATION RECOVERY (2018)
 DR9209
 DR9209'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (BD)
 DR9209'RECOVERED AS DESCRIBED.
 DR9209
 DR9209                          STATION RECOVERY (2022)
 DR9209
 DR9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DR9209'RECOVERED IN GOOD CONDITION.
 DR9209
 DR9209                          STATION RECOVERY (2022)
 DR9209
 DR9209'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DR9209'RECOVERED AS DESCRIBED.
 DR9209
 DR9209                          STATION RECOVERY (2023)
 DR9209
 DR9209'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 DR9209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0259 ***********************************************************************
 QK0259  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0259  DESIGNATION -  907 5080 MACKINAW
 QK0259  PID         -  QK0259
 QK0259  STATE/COUNTY-  MI/CHEBOYGAN
 QK0259  COUNTRY     -  US
 QK0259  USGS QUAD   -  SAINT IGNACE (2017)
 QK0259
 QK0259                         *CURRENT SURVEY CONTROL
 QK0259  ______________________________________________________________________
 QK0259* NAD 83(2011) POSITION- 45 46 40.60093(N) 084 43 22.46354(W)   ADJUSTED
 QK0259* NAD 83(2011) ELLIP HT-   143.201 (meters)        (06/27/12)   ADJUSTED
 QK0259* NAD 83(2011) EPOCH   -  2010.00
 QK0259* NAVD 88 ORTHO HEIGHT -   178.624 (meters)      586.04  (feet) ADJUSTED
 QK0259  ______________________________________________________________________
 QK0259  GEOID HEIGHT    -        -35.414 (meters)                     GEOID18
 QK0259  NAD 83(2011) X  -    409,842.398 (meters)                     COMP
 QK0259  NAD 83(2011) Y  - -4,437,253.783 (meters)                     COMP
 QK0259  NAD 83(2011) Z  -  4,548,170.762 (meters)                     COMP
 QK0259  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 QK0259  DYNAMIC HEIGHT  -        178.628 (meters)      586.05  (feet) COMP
 QK0259  MODELED GRAVITY -    980,635.6   (mgal)                       NAVD 88
 QK0259  OBS GRAVITY     -    980,638.3   (mgal)                       GRAV_OBS
 QK0259
 QK0259  VERT ORDER      -  FIRST     CLASS I
 QK0259
 QK0259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0259  Standards:
 QK0259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0259  -------------------------------------------------------------------
 QK0259  NETWORK    1.07   2.63           0.50   0.34   1.34      0.01706197
 QK0259  -------------------------------------------------------------------
 QK0259  Click here for local accuracies and other accuracy information.
 QK0259
 QK0259.The horizontal coordinates were established by GPS observations
 QK0259.and adjusted by the National Geodetic Survey in June 2012.
 QK0259
 QK0259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0259.been affixed to the stable North American tectonic plate. See 
 QK0259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0259
 QK0259.The horizontal coordinates are valid at the epoch date displayed above
 QK0259.which is a decimal equivalence of Year/Month/Day.
 QK0259
 QK0259.The orthometric height was determined by differential leveling and
 QK0259.adjusted by the NATIONAL GEODETIC SURVEY
 QK0259.in June 1991.
 QK0259
 QK0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0259.GEOID18 height accuracy estimate available here.
 QK0259
 QK0259.This Water Level Mark is designated as VM 13070
 QK0259.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0259
 QK0259.Click photographs - Photos may exist for this station.
 QK0259
 QK0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0259
 QK0259.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0259
 QK0259.The ellipsoidal height was determined by GPS observations
 QK0259.and is referenced to NAD 83.
 QK0259
 QK0259.The dynamic height is computed by dividing the NAVD 88
 QK0259.geopotential number by the normal gravity value computed on the
 QK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0259.degrees latitude (g = 980.6199 gals.).
 QK0259
 QK0259.The modeled gravity was interpolated from observed gravity values.
 QK0259
 QK0259.The observed gravity was obtained from relative gravimeter ties
 QK0259.to the IGSN71 gravity network.
 QK0259
 QK0259. The following values were computed from the NAD 83(2011) position.
 QK0259
 QK0259;                    North         East     Units Scale Factor Converg.
 QK0259;SPC MI C     -   273,568.723 5,972,293.867   MT  1.00001896   -0 15 05.9
 QK0259;SPC MI C     -   897,535.18 19,594,139.98   iFT  1.00001896   -0 15 05.9
 QK0259;UTM  16      - 5,071,897.699   677,023.411   MT  0.99998527   +1 37 56.2
 QK0259
 QK0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0259!SPC MI C     -   0.99997755  x   1.00001896  =   0.99999651
 QK0259!UTM  16      -   0.99997755  x   0.99998527  =   0.99996282
 QK0259
 QK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7702371897(NAD 83)
 QK0259
 QK0259|---------------------------------------------------------------------|
 QK0259| PID    Reference Object                     Distance      Geod. Az  |
 QK0259|                                                           dddmmss.s |
 QK0259| QK0428 J 299                               289.937 METERS 27359     |
 QK0259|---------------------------------------------------------------------|
 QK0259
 QK0259                          SUPERSEDED SURVEY CONTROL
 QK0259
 QK0259  NAD 83(2007)-  45 46 40.60128(N)    084 43 22.46424(W) AD(2002.00) 0
 QK0259  ELLIP H (02/10/07)  143.215  (m)                       GP(2002.00)    
 QK0259  ELLIP H (07/17/02)  143.172  (m)                       GP(       ) 4 1
 QK0259  NAD 83(1994)-  45 46 40.59935(N)    084 43 22.46507(W) AD(       ) 1
 QK0259  ELLIP H (02/03/97)  143.262  (m)                       GP(       ) 4 1
 QK0259  NAD 83(1986)-  45 46 40.59519(N)    084 43 22.46797(W) AD(       ) 1
 QK0259  NAD 83(1986)-  45 46 40.59569(N)    084 43 22.46827(W) AD(       ) 3
 QK0259  NAVD 88             178.62   (m)          586.0    (f) LEVELING    3  
 QK0259  NGVD 29             178.65   (m)          586.1    (f) LEVELING    3  
 QK0259  NGVD 29             178.59   (m)          585.9    (f) LEVELING    3  
 QK0259
 QK0259.Superseded values are not recommended for survey control.
 QK0259
 QK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0259.See file dsdata.pdf to determine how the superseded data were derived.
 QK0259
 QK0259_MARKER: DD = SURVEY DISK
 QK0259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0259_SP_SET: MANHOLE COVER BASE
 QK0259_STAMPING: MACKINAW 1942 RCH
 QK0259_MARK LOGO: USLS
 QK0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0259+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 QK0259
 QK0259  HISTORY     - Date     Condition        Report By
 QK0259  HISTORY     - 1942     MONUMENTED       USLS
 QK0259  HISTORY     - 1973     GOOD             USLS
 QK0259  HISTORY     - 1983     GOOD             NGS
 QK0259  HISTORY     - 19890403 GOOD             NGS
 QK0259  HISTORY     - 19930622 GOOD             NOS
 QK0259  HISTORY     - 19941006 GOOD             NOS
 QK0259  HISTORY     - 19950920 GOOD             NOS
 QK0259  HISTORY     - 20030607 GOOD             USPSQD
 QK0259
 QK0259                          STATION DESCRIPTION
 QK0259
 QK0259'DESCRIBED BY US LAKE SURVEY 1973
 QK0259'AT MACKINAW CITY.
 QK0259'MACKINAW IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0259'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT ABREAST OF FIFTH LIGHT POLE
 QK0259'FROM SHORE END OF THE DOCK, ON THE CONCRETE SIDEWALK, 2.0 FEET
 QK0259'FROM IRON FENCE ALONG NORTH SIDE OF THE DOCK, 0.8 FOOT FROM A
 QK0259'2-FOOT SQUARE IRON MANHOLE CASING, BEING HIGHEST POINT OVER
 QK0259'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 QK0259'NOTE-- PREV. DESIG. MACKINAW 1942.
 QK0259
 QK0259                          STATION RECOVERY (1983)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0259'THE MARK IS 0.18 M ABOVE ROAD.
 QK0259'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0259'CITY, 0.3 KM (0.2 MI) SOUTH ALONG HURON STREET AND STATE HIGHWAY 23
 QK0259'FROM THE MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE
 QK0259'AND A ROAD LEADING EAST TO THE STATE DOCKS, THENCE 0.3 KM (0.2 MI)
 QK0259'EAST TO THE MARK ON THE LEFT, 4.57 METERS (15.0 FT) NORTH OF THE
 QK0259'CENTERLINE OF THE ROAD LEADING TO THE DOCKS, 1.28 METERS (4.2 FT)
 QK0259'NORTH OF THE NORTH CURB OF THE ROAD, AND 0.60 METERS (2.0 FT) SOUTH OF
 QK0259'A CHAIN LINK FENCE.
 QK0259
 QK0259                          STATION RECOVERY (1989)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0259'THE STAION IS LOCATED ABOUT 24.9 KM (15.45 MI) NORTHWEST OF CHEBOYGAN,
 QK0259'10.7 KM (6.65 MI) NORTHEAST OF CARP LAKE AND 0.3 KM (0.20 MI) SOUTH OF
 QK0259'MACKINAW CITY.  OWNERSHIP--STATE OF MICHIGAN.
 QK0259'TO REACH THE STATION FROM THE POST OFFICE IN MACKINAW CITY, GO EAST ON
 QK0259'EAST CENTRAL AVENUE FOR 0.12 KM (0.05 MI) TO A CROSS STREET.  TURN
 QK0259'RIGHT AND GO SOUTH ON HURON STREET FOR 0.42 KM (0.25 MI) TO A PAVED
 QK0259'ROAD ON THE LEFT LEADING TO THE STATE BOAT DOCKS.  TURN LEFT AND GO
 QK0259'EAST ON THE PAVED ROAD AND NORTHEAST THROUGH THE PARKING LOT FOR 0.21
 QK0259'KM (0.15 MI) TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF
 QK0259'THE CONCRETE BASE OF A MANHOLE COVER.
 QK0259'THE STATION IS A STANDARD USLS DISK SET IN A DRILL HOLE IN THE
 QK0259'CONCRETE BASE OF A MANHOLE COVER.  LOCATED 103.7 M (340.2 FT) EAST OF
 QK0259'THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK PUMP HOUSE ON THE NORTH
 QK0259'SIDE OF THE PARKING LOT, 10.7 M (35.1 FT) NORTH OF THE NORTH CURB OF
 QK0259'THE PARKING LOT, 9.1 M (29.9 FT) 9.1 M (29.9 FT) NORTHEAST OF A
 QK0259'STREETLIGHT POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE AND 0.27 M (0.9 FT)
 QK0259'WEST OF THE NORTHWEST CORNER OF A METAL MANHOLE COVER.
 QK0259'DESCRIBED BY E.J. HANSMANN.
 QK0259
 QK0259                          STATION RECOVERY (1993)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0259'RECOVERED IN GOOD CONDITION.
 QK0259
 QK0259                          STATION RECOVERY (1994)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0259'THE STAION IS LOCATED ABOUT 24.9 KM (15.45 MI) NORTHWEST OF CHEBOYGAN,
 QK0259'10.7 KM (6.65 MI) NORTHEAST OF CARP LAKE AND 0.3 KM (0.20 MI) SOUTH OF
 QK0259'MACKINAW CITY.  OWNERSHIP--STATE OF MICHIGAN.  TO REACH THE STATION
 QK0259'FROM THE POST OFFICE IN MACKINAW CITY, GO EAST ON EAST CENTRAL AVENUE
 QK0259'FOR 0.12 KM (0.05 MI) TO A CROSS STREET.  TURN RIGHT AND GO SOUTH ON
 QK0259'HURON STREET FOR 0.42 KM (0.25 MI) TO A PAVED ROAD ON THE LEFT LEADING
 QK0259'TO THE STATE BOAT DOCKS.  TURN LEFT AND GO EAST ON THE PAVED ROAD AND
 QK0259'NORTHEAST THROUGH THE PARKING LOT FOR 0.21 KM (0.15 MI) TO THE STATION
 QK0259'ON THE LEFT, IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A MANHOLE
 QK0259'COVER.  THE STATION IS A STANDARD USLS DISK SET IN A DRILL HOLE IN THE
 QK0259'CONCRETE BASE OF A MANHOLE COVER. LOCATED 103.7 M (340.2 FT) EAST OF
 QK0259'THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK PUMP HOUSE ON THE NORTH
 QK0259'SIDE OF THE PARKING LOT, 10.7 M (35.1 FT) NORTH OF THE NORTH CURB OF
 QK0259'THE PARKING LOT, 9.1 M (29.9 FT) 9.1 M (29.9 FT) NORTHEAST OF A
 QK0259'STREETLIGHT POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE AND 0.27 M (0.89 FT)
 QK0259'WEST OF THE NORTHWEST CORNER OF A METAL MANHOLE COVER.  DESCRIBED BY
 QK0259'E.J.  HANSMANN.  99 FT) SOUTH OF THE INSIDE EDGE OF CONCRETE WALL
 QK0259'ALONG NORTHERLY SIDE OF DOCK, AND 0.45 METERS (1.48 FT) SOUTH OF THE
 QK0259'NORTH CURB OF ROAD.
 QK0259
 QK0259                          STATION RECOVERY (1995)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0259'RECOVERED AS DESCRIBED.
 QK0259
 QK0259                          STATION RECOVERY (2003)
 QK0259
 QK0259'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9208 ***********************************************************************
 DR9208  DESIGNATION -  907 5080 MACKINAW CITY
 DR9208  PID         -  DR9208
 DR9208  STATE/COUNTY-  MI/CHEBOYGAN
 DR9208  COUNTRY     -  US
 DR9208  USGS QUAD   -  SAINT IGNACE (2017)
 DR9208
 DR9208                         *CURRENT SURVEY CONTROL
 DR9208  ______________________________________________________________________
 DR9208* NAD 83(1986) POSITION- 45 46 38.88   (N) 084 43 15.64   (W)   HD_HELD1
 DR9208* NAVD 88 ORTHO HEIGHT -   179.467 (meters)      588.80  (feet) ADJUSTED
 DR9208  ______________________________________________________________________
 DR9208  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 DR9208  DYNAMIC HEIGHT  -        179.471 (meters)      588.81  (feet) COMP
 DR9208  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 DR9208
 DR9208  VERT ORDER      -  SECOND    CLASS I
 DR9208
 DR9208.The horizontal coordinates were determined by differentially corrected
 DR9208.hand held GPS observations or other comparable positioning techniques
 DR9208.and have an estimated accuracy of +/- 3 meters.
 DR9208
 DR9208.The orthometric height was determined by differential leveling and
 DR9208.adjusted by the NATIONAL GEODETIC SURVEY
 DR9208.in October 2023.
 DR9208
 DR9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9208.GEOID18 height accuracy estimate available here.
 DR9208
 DR9208.Click photographs - Photos may exist for this station.
 DR9208
 DR9208.The dynamic height is computed by dividing the NAVD 88
 DR9208.geopotential number by the normal gravity value computed on the
 DR9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9208.degrees latitude (g = 980.6199 gals.).
 DR9208
 DR9208.The modeled gravity was interpolated from observed gravity values.
 DR9208
 DR9208;                    North         East    Units  Estimated Accuracy
 DR9208;SPC MI C     -   273,514.9   5,972,441.0     MT  (+/- 3 meters HH1 GPS) 
 DR9208
 DR9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7717271848(NAD 83)
 DR9208
 DR9208                          SUPERSEDED SURVEY CONTROL
 DR9208
 DR9208.No superseded survey control is available for this station.
 DR9208
 DR9208_MARKER: DB = BENCH MARK DISK
 DR9208_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR9208+WITH SETTING: PAVEMENT
 DR9208_SP_SET: GUAGE HOUSE FOUNDATION
 DR9208_STAMPING: MACKINAW CITY 2008
 DR9208_MARK LOGO: NOS
 DR9208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9208+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 DR9208
 DR9208  HISTORY     - Date     Condition        Report By
 DR9208  HISTORY     - 20081218 MONUMENTED       NOS
 DR9208  HISTORY     - 20170801 GOOD             NOS
 DR9208  HISTORY     - 20181002 GOOD             NOS
 DR9208  HISTORY     - 20220915 GOOD             CO-OPS
 DR9208
 DR9208                          STATION DESCRIPTION
 DR9208
 DR9208'DESCRIBED BY NATIONAL OCEAN SERVICE 2017 (BD)
 DR9208'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF EVERGREEN SHORES,
 DR9208'6.3 MI (10.1 KM) SOUTH OF SAINT IGNACE AND 4.8 MI (7.7 KM) NORTHWEST
 DR9208'OF FREEDOM, WITHIN THE CITY LIMITS FOR MACKINAW CITY, MI.
 DR9208'
 DR9208'TO REACH STATION IN MACKINAW CITY, GO FROM THE INTERSECTION OF E.
 DR9208'CENTRAL AVENUE AND S HURON AVENUE PROCEED SOUTH ON S. HURON FOR 0.3 MI
 DR9208'(0.5 KM) TO THE ENTRANCE TO THE MACKINAW CITY - STRAITS HARBOR AND THE
 DR9208'MICHIGAN DEPARTMENT OF NATURAL RESOURCES PARK PROPERTY AND THE
 DR9208'MACKINAW CITY PIER, AT THE PARKS ENTRANCE TURN LEFT AND PROCEED 0.25
 DR9208'MI (0.40 KM) EAST INTO THE DNR PARK PROPERTY TO ITS EASTERN END AND
 DR9208'THE NOAA WATER LEVEL GAUGING STATION, IN THE TOP SECTION OF CONCRETE
 DR9208'BASE FOR THE METEOROLOGICAL TOWER AND GAUGE HOUSE FOUNDATION.
 DR9208'
 DR9208'IT IS 1.78 M (5.8 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DR9208'NOAA-NOS GAUGE HOUSE, 1.07 M (3.5 FT) WEST OF THE WESTERN FACE OF THE
 DR9208'WHITE GAUGE HOUSE WALL AND 0.8 M (2.6 FT) SOUTHWEST OF THE MOST
 DR9208'NORTHERN CORNER OF GAUGE HOUSE.
 DR9208
 DR9208                          STATION RECOVERY (2018)
 DR9208
 DR9208'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 DR9208'RECOVERED AS DESCRIBED.
 DR9208
 DR9208                          STATION RECOVERY (2022)
 DR9208
 DR9208'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 DR9208'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0261 ***********************************************************************
 QK0261  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0261  DESIGNATION -  907 5080 SPB
 QK0261  PID         -  QK0261
 QK0261  STATE/COUNTY-  MI/CHEBOYGAN
 QK0261  COUNTRY     -  US
 QK0261  USGS QUAD   -  SAINT IGNACE (2017)
 QK0261
 QK0261                         *CURRENT SURVEY CONTROL
 QK0261  ______________________________________________________________________
 QK0261* NAD 83(1986) POSITION- 45 46 41.     (N) 084 43 35.     (W)   SCALED
 QK0261* NAVD 88 ORTHO HEIGHT -   179.795 (meters)      589.88  (feet) ADJUSTED
 QK0261  ______________________________________________________________________
 QK0261  GEOID HEIGHT    -        -35.409 (meters)                     GEOID18
 QK0261  DYNAMIC HEIGHT  -        179.799 (meters)      589.89  (feet) COMP
 QK0261  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 QK0261
 QK0261  VERT ORDER      -  FIRST     CLASS I
 QK0261
 QK0261.The horizontal coordinates were scaled from a map and have
 QK0261.an estimated accuracy of +/- 6 seconds.
 QK0261
 QK0261.The orthometric height was determined by differential leveling and
 QK0261.adjusted by the NATIONAL GEODETIC SURVEY
 QK0261.in June 1991.
 QK0261
 QK0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0261.GEOID18 height accuracy estimate available here.
 QK0261
 QK0261.This Water Level Mark is designated as VM 13073
 QK0261.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0261
 QK0261.Click photographs - Photos may exist for this station.
 QK0261
 QK0261.The dynamic height is computed by dividing the NAVD 88
 QK0261.geopotential number by the normal gravity value computed on the
 QK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0261.degrees latitude (g = 980.6199 gals.).
 QK0261
 QK0261.The modeled gravity was interpolated from observed gravity values.
 QK0261
 QK0261;                    North         East    Units  Estimated Accuracy
 QK0261;SPC MI C     -   273,580.    5,972,020.      MT  (+/- 180 meters Scaled)
 QK0261
 QK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767719(NAD 83)
 QK0261
 QK0261                          SUPERSEDED SURVEY CONTROL
 QK0261
 QK0261.No superseded survey control is available for this station.
 QK0261
 QK0261_MARKER: P = PIPE CAP
 QK0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0261_MARK LOGO: USLS
 QK0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0261
 QK0261  HISTORY     - Date     Condition        Report By
 QK0261  HISTORY     - 1931     MONUMENTED       USLS
 QK0261  HISTORY     - 1973     GOOD             USLS
 QK0261  HISTORY     - 1983     GOOD             NGS
 QK0261  HISTORY     - 19930715 GOOD             NOS
 QK0261  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0261
 QK0261                          STATION DESCRIPTION
 QK0261
 QK0261'DESCRIBED BY US LAKE SURVEY 1973
 QK0261'AT MACKINAW CITY.
 QK0261'SPB IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE
 QK0261'OF HIGHWAY U.S. 23, AT SOUTHWEST CORNER OF STREET INTERSECTION
 QK0261'OPPOSITE THE FORMER STATE FERRY DOCK, ABOUT ON LINE WITH NORTH
 QK0261'SIDE OF SIDEWALK ALONG SOUTH SIDE OF MOST NORTHERLY CONCRETE
 QK0261'ROADWAY ON THE FERRY PIER, 5.5 FEET NORTH OF NORTH EDGE OF
 QK0261'SIDEWALK ALONG THE INTERSECTING STREET, 1.0 FEET WEST OF WEST
 QK0261'EDGE OF SIDEWALK ALONG THE HIGHWAY, FLUSH WITH THE GROUND SURFACE,
 QK0261'BEING HIGHEST POINT ON TOP OF BRASS CAP ON A 2-INCH PIPE, MARKED,
 QK0261'STATE PARK BOUNDARY.  NOTE-- PREV. DESIG. SPB 1931.
 QK0261
 QK0261                          STATION RECOVERY (1983)
 QK0261
 QK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0261'CITY, AT THE INTERSECTION OF HURON STREET AND WEST RAILROAD AVENUE,
 QK0261'22.03 METERS (72.3 FT) WEST OF THE CENTERLINE OF HURON AVENUE (STATE
 QK0261'HIGHWAY 23), 7.68 METERS (25.2 FT) SOUTH OF WEST RAILROAD AVENUE,
 QK0261'5.09 METERS (16.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 QK0261'WOOD AND METAL BUILDING (SHOE STORE), AND 0.30 METERS (1.0 FT) WEST OF
 QK0261'THE WEST EDGE OF SIDEWALK.  SET ON A 2-INCH PIPE FLUSH WITH THE
 QK0261'HIGHWAY.
 QK0261'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0261
 QK0261                          STATION RECOVERY (1993)
 QK0261
 QK0261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 QK0261'SPB IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE OF
 QK0261'HIGHWAY U.S.  23, AT SOUTHWEST CORNER OF STREET INTERSECTION OPPOSITE
 QK0261'THE FORMER STATE FERRY DOCK, ABOUT ON LINE WITH NORTH SIDE OF SIDEWALK
 QK0261'ALONG SOUTH SIDE OF MOST NORTHERLY CONCRETE ROADWAY ON THE FERRY PIER,
 QK0261'5.5 FEET (1.7 M) NORTH OF NORTH EDGE OF SIDEWALK ALONG THE
 QK0261'INTERSECTING STREET, 1.0 FEET (0.3 M) WEST OF WEST EDGE OF SIDEWALK
 QK0261'ALONG THE HIGHWAY, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 QK0261'ON TOP OF BRASS CAP ON A 2-INCH PIPE, MARKED, STATE PARK BOUNDARY.
 QK0261'NOTE-- PREV.  DESIG.  SPB 1931. RECOVERED IN GOOD CONDITION.  NEW
 QK0261'DESCRIPTION FOLLOWS.  IN MACKINAW CITY, AT THE INTERSECTION OF HURON
 QK0261'STREET AND WEST RAILROAD AVENUE, 22.03 METERS (72.28 FT) WEST OF THE
 QK0261'CENTERLINE OF HURON AVENUE (STATE HIGHWAY 23) , 7.68 METERS (25.20 FT)
 QK0261'SOUTH OF WEST RAILROAD AVENUE, 5.09 METERS (16.70 FT) NORTHEAST OF THE
 QK0261'NORTHEAST CORNER OF A LARGE WOOD AND METAL BUILDING (SHOE STORE) , AND
 QK0261'0.30 METERS (0.98 FT) WEST OF THE WEST EDGE OF SIDEWALK.  SET ON A
 QK0261'2-INCH PIPE FLUSH WITH THE HIGHWAY.
 QK0261
 QK0261                          STATION RECOVERY (2003)
 QK0261
 QK0261'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0258 ***********************************************************************
 QK0258  CBN         -  This is a Cooperative Base Network Control Station.
 QK0258  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0258  DESIGNATION -  907 5080 STATE DOCK
 QK0258  PID         -  QK0258
 QK0258  STATE/COUNTY-  MI/CHEBOYGAN
 QK0258  COUNTRY     -  US
 QK0258  USGS QUAD   -  SAINT IGNACE (2017)
 QK0258
 QK0258                         *CURRENT SURVEY CONTROL
 QK0258  ______________________________________________________________________
 QK0258* NAD 83(2011) POSITION- 45 46 40.16675(N) 084 43 12.31123(W)   ADJUSTED
 QK0258* NAD 83(2011) ELLIP HT-   142.706 (meters)        (09/20/18)   ADJUSTED
 QK0258* NAD 83(2011) EPOCH   -  2010.00
 QK0258* NAVD 88 ORTHO HEIGHT -   178.130 (meters)      584.41  (feet) ADJUSTED
 QK0258  ______________________________________________________________________
 QK0258  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 QK0258  NAD 83(2011) X  -    410,061.650 (meters)                     COMP
 QK0258  NAD 83(2011) Y  - -4,437,242.827 (meters)                     COMP
 QK0258  NAD 83(2011) Z  -  4,548,161.058 (meters)                     COMP
 QK0258  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 QK0258  DYNAMIC HEIGHT  -        178.134 (meters)      584.43  (feet) COMP
 QK0258  MODELED GRAVITY -    980,635.6   (mgal)                       NAVD 88
 QK0258
 QK0258  VERT ORDER      -  FIRST     CLASS I
 QK0258
 QK0258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0258  Standards:
 QK0258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0258  -------------------------------------------------------------------
 QK0258  NETWORK    0.23   0.51           0.10   0.09   0.26     -0.00946907
 QK0258  -------------------------------------------------------------------
 QK0258  Click here for local accuracies and other accuracy information.
 QK0258
 QK0258.The horizontal coordinates were established by GPS observations
 QK0258.and adjusted by the National Geodetic Survey in September 2018.
 QK0258
 QK0258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0258.been affixed to the stable North American tectonic plate. See 
 QK0258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0258
 QK0258.The horizontal coordinates are valid at the epoch date displayed above
 QK0258.which is a decimal equivalence of Year/Month/Day.
 QK0258
 QK0258.The orthometric height was determined by differential leveling and
 QK0258.adjusted by the NATIONAL GEODETIC SURVEY
 QK0258.in June 1991.
 QK0258
 QK0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0258.GEOID18 height accuracy estimate available here.
 QK0258
 QK0258.This Water Level Mark is designated as VM 13069
 QK0258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0258
 QK0258.This Water Level Mark is designated as VM 19110
 QK0258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0258
 QK0258.Click photographs - Photos may exist for this station.
 QK0258
 QK0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0258
 QK0258.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0258
 QK0258.The ellipsoidal height was determined by GPS observations
 QK0258.and is referenced to NAD 83.
 QK0258
 QK0258.The dynamic height is computed by dividing the NAVD 88
 QK0258.geopotential number by the normal gravity value computed on the
 QK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0258.degrees latitude (g = 980.6199 gals.).
 QK0258
 QK0258.The modeled gravity was interpolated from observed gravity values.
 QK0258
 QK0258. The following values were computed from the NAD 83(2011) position.
 QK0258
 QK0258;                    North         East     Units Scale Factor Converg.
 QK0258;SPC MI C     -   273,554.358 5,972,513.136   MT  1.00001893   -0 14 58.8
 QK0258;SPC MI C     -   897,488.05 19,594,859.37   iFT  1.00001893   -0 14 58.8
 QK0258;UTM  16      - 5,071,890.551   677,243.026   MT  0.99998623   +1 38 03.5
 QK0258
 QK0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0258!SPC MI C     -   0.99997763  x   1.00001893  =   0.99999656
 QK0258!UTM  16      -   0.99997763  x   0.99998623  =   0.99996386
 QK0258
 QK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7724371890(NAD 83)
 QK0258
 QK0258|---------------------------------------------------------------------|
 QK0258| PID    Reference Object                     Distance      Geod. Az  |
 QK0258|                                                           dddmmss.s |
 QK0258| DN2580 MACKINAW CITY CORS ARP               80.721 METERS 23752     |
 QK0258|---------------------------------------------------------------------|
 QK0258
 QK0258                          SUPERSEDED SURVEY CONTROL
 QK0258
 QK0258  NAD 83(2011)-  45 46 40.16878(N)    084 43 12.31073(W) AD(2010.00) 0
 QK0258  ELLIP H (08/28/18)  142.701  (m)                       GP(2010.00)    
 QK0258  NAD 83(2011)-  45 46 40.16749(N)    084 43 12.31087(W) AD(2010.00) 0
 QK0258  ELLIP H (06/27/12)  142.705  (m)                       GP(2010.00)    
 QK0258  ELLIP H (08/23/11)  142.705  (m)                       GP(       ) 1 2
 QK0258  NAD 83(2007)-  45 46 40.16754(N)    084 43 12.31264(W) AD(2002.00) 0
 QK0258  ELLIP H (02/10/07)  142.685  (m)                       GP(2002.00)    
 QK0258  ELLIP H (07/12/02)  142.691  (m)                       GP(       ) 4 2
 QK0258  NAD 83(1994)-  45 46 40.16757(N)    084 43 12.31318(W) AD(       ) B
 QK0258  ELLIP H (09/20/95)  142.715  (m)                       GP(       ) 1 2
 QK0258  NAVD 88             178.13   (m)          584.4    (f) LEVELING    3  
 QK0258
 QK0258.Superseded values are not recommended for survey control.
 QK0258
 QK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0258.See file dsdata.pdf to determine how the superseded data were derived.
 QK0258
 QK0258_MARKER: Z = SEE DESCRIPTION
 QK0258_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QK0258_SP_SET: RAILROAD RAIL
 QK0258_MARK LOGO: USLS
 QK0258_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0258+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 QK0258
 QK0258  HISTORY     - Date     Condition        Report By
 QK0258  HISTORY     - 1931     MONUMENTED       USLS
 QK0258  HISTORY     - 1973     GOOD             USLS
 QK0258  HISTORY     - 1983     GOOD             NGS
 QK0258  HISTORY     - 19940819 GOOD             NGS
 QK0258  HISTORY     - 19941006 GOOD             NOS
 QK0258  HISTORY     - 19950920 GOOD             NOS
 QK0258  HISTORY     - 20030607 GOOD             USPSQD
 QK0258  HISTORY     - 20080129 GOOD             INDIV
 QK0258  HISTORY     - 20100715 GOOD             NGS
 QK0258  HISTORY     - 20150806 GOOD             NGS
 QK0258  HISTORY     - 20170801 GOOD             NOS
 QK0258  HISTORY     - 20180627 GOOD             JMAY
 QK0258  HISTORY     - 20200505 GOOD             SURVSL
 QK0258  HISTORY     - 20220815 GOOD             NGS
 QK0258  HISTORY     - 20220915 GOOD             CO-OPS
 QK0258  HISTORY     - 20230708 GOOD             WILWRK
 QK0258  HISTORY     - 20250519 GOOD             MIDT
 QK0258
 QK0258                          STATION DESCRIPTION
 QK0258
 QK0258'DESCRIBED BY US LAKE SURVEY 1973
 QK0258'AT MACKINAW CITY.
 QK0258'STATE DOCK IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0258'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT 123 FEET TOWARD SHORE
 QK0258'FROM THE LAKE SURVEY GATE HOUSE, 11.0 FEET FROM INSIDE EDGE
 QK0258'OF CONCRETE WALL ALONG NORTHERLY SIDE OF THE DOCK, 1.5 FEET
 QK0258'FROM CURB, UNDER 9-INCH DIAMETER IRON PLATE IN THE ROADWAY
 QK0258'PAVEMENT, 1.1 FEET BELOW THE PAVEMENT, BEING HIGHEST POINT ON
 QK0258'TOP OF END OF A RAILROAD RAIL (HIGHEST POINT BEING AT WEST SIDE
 QK0258'OF HEAD OF THE RAIL).  NOTE-- PREV. DESIG. STATE DOCK 1931.
 QK0258
 QK0258                          STATION RECOVERY (1983)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0258'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0258'CITY, 0.3 KM (0.2 MI) SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23
 QK0258'FROM THE MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE,
 QK0258'THENCE 0.6 KM (0.35 MI) EAST ALONG A ROAD LEADING TO THE STATE DOCK
 QK0258'AND THE ARNOLD FERRY DOCK LANDING, BEING THE HIGHEST POINT ON TOP OF A
 QK0258'RAILROAD RAIL (WEST SIDE OF HEAD OF THE RAIL), ENCASED IN A 6-INCH
 QK0258'DIAMETER IRON PIPE WITH A 9-INCH DIAMETER METAL COVER, 37.49 METERS
 QK0258'(123.0 FT) WEST OF GAGE HOUSE, 3.35 METERS (11.0 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK, AND
 QK0258'0.45 METERS (1.5 FT) SOUTH OF THE NORTH CURB OF ROAD.
 QK0258'THE MARK IS 0.45 M BELOW ROAD.
 QK0258
 QK0258                          STATION RECOVERY (1994)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0258'STATION IS LOCATED IN QUAD 450844, IN MACKINAW CITY.  IT IS IN SECTION
 QK0258'18, T 39 N, R 3 W, MACKINAW TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT OF
 QK0258'TRANSPORTATION.  TO REACH FROM THE MUNICIPAL BUILDING IN MACKINAW
 QK0258'CITY, GO SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23 FOR 0.3 KM
 QK0258'(0.20 MI) TO THE JUNCTION OF WEST RAILROAD AVENUE.  TURN LEFT, EAST,
 QK0258'FOR 0.4 KM (0.25 MI) ALONG A ROAD LEADING TO THE STATE DOCK AND THE
 QK0258'ARNOLD FERRY DOCK LANDING AND THE STATION, SET IN ROAD.  THE STATION
 QK0258'MARK IS A PUNCH HOLE ON TOP OF A RAILROAD RAIL (WEST SIDE OF HEAD OF
 QK0258'THE RAIL AND 0.03 M (0.10 FT) NORTH OF THE SOUTH EDGE OF PIPE) ,
 QK0258'ENCASED IN A 6-IN DIAMETER IRON PIPE WITH A 9-IN DIAMETER METAL COVER,
 QK0258'37.49 M (123.00 FT) WEST OF GAGE HOUSE, 3.35 M (10.99 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK AND 0.45 M
 QK0258'(1.48 FT) SOUTH OF THE NORTH CURB OF ROAD, AND 0.35 M (1.15 FT) BELOW
 QK0258'THE CONCRETE ROAD SURFACE.
 QK0258
 QK0258                          STATION RECOVERY (1994)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0258'STATE DOCK IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0258'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT 123 FEET (37.5 M) TOWARD
 QK0258'SHORE FROM THE LAKE SURVEY GATE HOUSE, 11.0 FEET (3.4 M) FROM INSIDE
 QK0258'EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF THE DOCK, 1.5 FEET (0.5
 QK0258'M) FROM CURB, UNDER 9-INCH DIAMETER IRON PLATE IN THE ROADWAY
 QK0258'PAVEMENT, 1.1 FEET (0.3 M) BELOW THE PAVEMENT, BEING HIGHEST POINT ON
 QK0258'TOP OF END OF A RAILROAD RAIL (HIGHEST POINT BEING AT WEST SIDE OF
 QK0258'HEAD OF THE RAIL) .  NOTE-- PREV.  DESIG.  STATE DOCK 1931. RECOVERED
 QK0258'IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW CITY, 0.3 KM
 QK0258'(0.20 MI) SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE
 QK0258'MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.6
 QK0258'KM (0.35 MI) EAST ALONG A ROAD LEADING TO THE STATE DOCK AND THE
 QK0258'ARNOLD FERRY DOCK LANDING, BEING THE HIGHEST POINT ON TOP OF A
 QK0258'RAILROAD RAIL (WEST SIDE OF HEAD OF THE RAIL) , ENCASED IN A 6-INCH
 QK0258'DIAMETER IRON PIPE WITH A 9-INCH DIAMETER METAL COVER, 37.49 METERS
 QK0258'(123.00 FT) WEST OF GAGE HOUSE, 3.35 METERS (10.99 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK, AND 0.45
 QK0258'METERS (1.48 FT) SOUTH OF THE NORTH CURB OF ROAD.
 QK0258
 QK0258                          STATION RECOVERY (1995)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0258'RECOVERED AS DESCRIBED.
 QK0258
 QK0258                          STATION RECOVERY (2003)
 QK0258
 QK0258'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0258'COVER IS MISSING
 QK0258
 QK0258                          STATION RECOVERY (2008)
 QK0258
 QK0258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JO)
 QK0258'RECOVERED IN GOOD CONDITION.
 QK0258
 QK0258                          STATION RECOVERY (2010)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 QK0258'RECOVERED AS DESCRIBED.
 QK0258
 QK0258                          STATION RECOVERY (2015)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 QK0258'RECOVERED AS DESCRIBED.
 QK0258
 QK0258                          STATION RECOVERY (2017)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (BD)
 QK0258'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF EVERGREEN SHORES,
 QK0258'6.3 MI (10.1 KM) SOUTH OF SAINT IGNACE AND 4.8 MI (7.7 KM) NORTHWEST
 QK0258'OF FREEDOM AND INSIDE THE CITY LIMITS FOR MACKINAW CITY, MI.
 QK0258'
 QK0258'TO REACH STATION IN MACKINAW CITY, GO FROM THE INTERSECTION OF SOUTH
 QK0258'HURON AVENUE AND RAILROAD AVENUE, PROCEED EAST ON RAILROAD AVENUE
 QK0258'EXTENDED, NOW STATE FERRY DOCK DRIVE ENTRANCE, THROUGH THE VARIOUS
 QK0258'PARKING LOT AREAS FOR THE STRAITS STATE HARBOR PARK OPERATED BY MIDNR
 QK0258'FOR APPROXIMATELY 0.48 KM (0.30 MI) TO MARK ON NORTH SIDE OF THE
 QK0258'FORMER STATE FERRY DOCK.
 QK0258'
 QK0258'IT IS 37.49 M (123.0 FT) WEST OF THE OLD NOAA - NOS GAUGING STATION,
 QK0258'NOTE: THE OLD GAUGING STATION HAS BEEN DISCONTINUED AND TAKEN OVER BY
 QK0258'THE MICHIGAN HISTORIC PRESERVATION OFFICE AND THE MICHIGAN DEPARTMENT
 QK0258'OF NATURAL RESOURCES (MIDNR).  A NEW GAUGING STATION HAS BEEN BUILT
 QK0258'JUST TO THE SOUTH OF THIS LOCATION.  IT IS 0.3 M (1.0 FT) BELOW THE
 QK0258'PAVEMENT, ENCASED IN A 6-INCH (15 CM) DIAMETER IRON PIPE WITH A 9-INCH
 QK0258'(23 CM) DIAMETER METAL COVER, BEING HIGHEST POINT ON TOP OF END OF A
 QK0258'RAILROAD RAIL (HIGHEST POINT BEING ON SOUTH SIDE OF HEAD OF THE RAIL).
 QK0258
 QK0258                          STATION RECOVERY (2018)
 QK0258
 QK0258'RECOVERY NOTE BY MAY & ASSOCIATES, INC. 2018 (JPM)
 QK0258'RECOVERED AS DESCRIBED.
 QK0258
 QK0258                          STATION RECOVERY (2020)
 QK0258
 QK0258'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2020 (JD)
 QK0258'RECOVERED IN GOOD CONDITION.
 QK0258
 QK0258                          STATION RECOVERY (2022)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 QK0258'RECOVERED IN GOOD CONDITION.
 QK0258
 QK0258                          STATION RECOVERY (2022)
 QK0258
 QK0258'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 QK0258'RECOVERED IN GOOD CONDITION.
 QK0258'
 QK0258'NOTE-USHL (UNITED STATES HARBOR LINE) REFERENCE WAS STAMPED ON THE
 QK0258'CAST IRON RIM PROTECTING MARK.
 QK0258
 QK0258                          STATION RECOVERY (2023)
 QK0258
 QK0258'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QK0258'LOCATED ON THE OLD STATE DOCK WHICH IS GENERALLY INACCESSIBLE TO THE
 QK0258'PUBLIC. CONTACT MICHIGAN DNR STAFF ON SITE AT THE ADJACENT MARINA
 QK0258'DURING NORMAL BUSINESS HOURS FOR ACCESS. THE POINT OBSERVED IS A FAINT
 QK0258'SCRIBED LINE ON THE WEST CORNER OF THE TOP OF THE RAIL.
 QK0258
 QK0258                          STATION RECOVERY (2025)
 QK0258
 QK0258'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QK0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0421 ***********************************************************************
 QK0421  DESIGNATION -  907 5085 F
 QK0421  PID         -  QK0421
 QK0421  STATE/COUNTY-  MI/MACKINAC
 QK0421  COUNTRY     -  US
 QK0421  USGS QUAD   -  SAINT IGNACE (2017)
 QK0421
 QK0421                         *CURRENT SURVEY CONTROL
 QK0421  ______________________________________________________________________
 QK0421* NAD 83(1986) POSITION- 45 52 00.     (N) 084 43 12.     (W)   SCALED
 QK0421* NAVD 88 ORTHO HEIGHT -   178.680 (meters)      586.22  (feet) ADJUSTED
 QK0421  ______________________________________________________________________
 QK0421  GEOID HEIGHT    -        -35.390 (meters)                     GEOID18
 QK0421  DYNAMIC HEIGHT  -        178.687 (meters)      586.24  (feet) COMP
 QK0421  MODELED GRAVITY -    980,649.7   (mgal)                       NAVD 88
 QK0421
 QK0421  VERT ORDER      -  FIRST     CLASS 0
 QK0421
 QK0421.The horizontal coordinates were scaled from a map and have
 QK0421.an estimated accuracy of +/- 6 seconds.
 QK0421
 QK0421.The orthometric height was determined by differential leveling and
 QK0421.adjusted by the NATIONAL GEODETIC SURVEY
 QK0421.in June 1991.
 QK0421
 QK0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0421.GEOID18 height accuracy estimate available here.
 QK0421
 QK0421.Click photographs - Photos may exist for this station.
 QK0421
 QK0421.The dynamic height is computed by dividing the NAVD 88
 QK0421.geopotential number by the normal gravity value computed on the
 QK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0421.degrees latitude (g = 980.6199 gals.).
 QK0421
 QK0421.The modeled gravity was interpolated from observed gravity values.
 QK0421
 QK0421;                    North         East    Units  Estimated Accuracy
 QK0421;SPC MI N     -   122,950.    8,177,000.      MT  (+/- 180 meters Scaled)
 QK0421
 QK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR769817(NAD 83)
 QK0421
 QK0421                          SUPERSEDED SURVEY CONTROL
 QK0421
 QK0421.No superseded survey control is available for this station.
 QK0421
 QK0421_MARKER: DD = SURVEY DISK
 QK0421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0421_SP_SET: SIDEWALK
 QK0421_STAMPING: 5085 F 1978
 QK0421_MARK LOGO: NOS
 QK0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0421
 QK0421  HISTORY     - Date     Condition        Report By
 QK0421  HISTORY     - 1978     MONUMENTED       NOS
 QK0421  HISTORY     - 1983     GOOD             NGS
 QK0421  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 QK0421  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0421
 QK0421                          STATION DESCRIPTION
 QK0421
 QK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0421'IN ST IGNACE.
 QK0421'IN ST. IGNACE, 0.5 KM (0.3 MI) NORTHWEST ALONG STATE STREET AND
 QK0421'INTERSTATE HIGHWAY 75 BUSINESS FROM THE POST OFFICE, AT THE
 QK0421'MICHIGAN STATE WATERWAYS COMMISSION, ST. IGNACE PUBLIC DOCK, SET FLUSH
 QK0421'IN SIDEWALK ON THE EAST SIDE OF BATH HOUSE, 19.38 METERS (63.6 FT)
 QK0421'SOUTH OF THE NORTH EDGE OF A WOODEN WALKWAY ON THE SOUTH SIDE OF THE
 QK0421'DOCK, 3.62 METERS (11.9 FT) EAST OF THE NORTHEAST CORNER OF THE BATH
 QK0421'HOUSE, 11.46 METERS (37.6 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 QK0421'BATH HOUSE, AND 0.27 METERS (0.9 FT) WEST OF THE EAST EDGE OF THE
 QK0421'CURB.
 QK0421'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 QK0421
 QK0421                          STATION RECOVERY (1995)
 QK0421
 QK0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0421'MARK NOT FOUND.
 QK0421
 QK0421                          STATION RECOVERY (1995)
 QK0421
 QK0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0236 ***********************************************************************
 QK0236  DESIGNATION -  907 5085 IGNATIUS USLS
 QK0236  PID         -  QK0236
 QK0236  STATE/COUNTY-  MI/MACKINAC
 QK0236  COUNTRY     -  US
 QK0236  USGS QUAD   -  SAINT IGNACE (2017)
 QK0236
 QK0236                         *CURRENT SURVEY CONTROL
 QK0236  ______________________________________________________________________
 QK0236* NAD 83(1986) POSITION- 45 51 55.     (N) 084 43 19.     (W)   SCALED
 QK0236* NAVD 88 ORTHO HEIGHT -   189.710 (meters)      622.41  (feet) ADJUSTED
 QK0236  ______________________________________________________________________
 QK0236  GEOID HEIGHT    -        -35.387 (meters)                     GEOID18
 QK0236  DYNAMIC HEIGHT  -        189.718 (meters)      622.43  (feet) COMP
 QK0236  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 QK0236
 QK0236  VERT ORDER      -  FIRST     CLASS 0
 QK0236
 QK0236.The horizontal coordinates were scaled from a map and have
 QK0236.an estimated accuracy of +/- 6 seconds.
 QK0236
 QK0236.The orthometric height was determined by differential leveling and
 QK0236.adjusted by the NATIONAL GEODETIC SURVEY
 QK0236.in June 1991.
 QK0236
 QK0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0236.GEOID18 height accuracy estimate available here.
 QK0236
 QK0236.Click photographs - Photos may exist for this station.
 QK0236
 QK0236.The dynamic height is computed by dividing the NAVD 88
 QK0236.geopotential number by the normal gravity value computed on the
 QK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0236.degrees latitude (g = 980.6199 gals.).
 QK0236
 QK0236.The modeled gravity was interpolated from observed gravity values.
 QK0236
 QK0236;                    North         East    Units  Estimated Accuracy
 QK0236;SPC MI N     -   122,790.    8,176,860.      MT  (+/- 180 meters Scaled)
 QK0236
 QK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768816(NAD 83)
 QK0236
 QK0236                          SUPERSEDED SURVEY CONTROL
 QK0236
 QK0236.No superseded survey control is available for this station.
 QK0236
 QK0236_MARKER: Q = CHISELED SQUARE
 QK0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0236_SP_SET: BUILDING
 QK0236_MARK LOGO: USLS
 QK0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0236+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 QK0236
 QK0236  HISTORY     - Date     Condition        Report By
 QK0236  HISTORY     - UNK      MONUMENTED       USLS
 QK0236  HISTORY     - 1972     GOOD             NGS
 QK0236  HISTORY     - 1983     GOOD             NGS
 QK0236  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0236  HISTORY     - 20030109 GOOD             MIDT
 QK0236
 QK0236                          STATION DESCRIPTION
 QK0236
 QK0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0236'AT ST IGNACE.
 QK0236'AT ST IGNACE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF SPRING
 QK0236'AND CHURCH STREET, ON THE TOP OF THE NORTHEAST CORNER OF THE
 QK0236'WATER TABLE AT THE NORTHEAST CORNER OF THE ST IGNATIUS CHURCH,
 QK0236'(A LARGE ONE-STORY BRICK BUILDING), 47.3 FEET WEST OF THE WEST
 QK0236'CURB LINE OF CHURCH STREET, 27 FEET SOUTH OF THE SOUTH CURB OF
 QK0236'SPRING STREET AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND, A
 QK0236'1-INCH OUTLINED SQUARE.
 QK0236
 QK0236                          STATION RECOVERY (1983)
 QK0236
 QK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0236'0.3 KM (0.2 MI) NORTH ALONG STATE STREET FROM THE POST OFFICE, THENCE
 QK0236'0.2 KM (0.1 MI) WEST ALONG SPRING STREET TO CHURCH STREET, IN THE
 QK0236'NORTHWEST CORNER OF THE ST. IGNATIUS CHURCH IN THE WATER TABLE,
 QK0236'20.11 METERS (66.0 FT) WEST OF THE CENTERLINE OF CHURCH STREET, AND
 QK0236'14.93 METERS (49.0 FT) SOUTH OF THE CENTERLINE OF SPRING STREET.
 QK0236'THE MARK IS 0.92 M ABOVE GROUND.
 QK0236
 QK0236                          STATION RECOVERY (2002)
 QK0236
 QK0236'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0236'MARK NOT FOUND.
 QK0236
 QK0236                          STATION RECOVERY (2003)
 QK0236
 QK0236'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (LEW)
 QK0236'UPDATE TO PREVIOUS REPORT OF 06/05/2002. FOUND 1-INCH OUTLINED SQUARE,
 QK0236'3.3 FEET ABOVE GROUND, ON TOP OF NORTHEAST CORNER OF WATER TABLE AT
 QK0236'NORTHEAST CORNER OF ST. IGNATIUS CATHOLIC CHURCH AND BY THE
 QK0236'CORNERSTONE OF CHURCH. WATER TABLE IS PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0239 ***********************************************************************
 QK0239  DESIGNATION -  907 5085 MULCRONE
 QK0239  PID         -  QK0239
 QK0239  STATE/COUNTY-  MI/MACKINAC
 QK0239  COUNTRY     -  US
 QK0239  USGS QUAD   -  SAINT IGNACE (2017)
 QK0239
 QK0239                         *CURRENT SURVEY CONTROL
 QK0239  ______________________________________________________________________
 QK0239* NAD 83(1986) POSITION- 45 51 55.0    (N) 084 43 13.1    (W)   HD_HELD2
 QK0239* NAVD 88 ORTHO HEIGHT -   183.316 (meters)      601.43  (feet) ADJUSTED
 QK0239  ______________________________________________________________________
 QK0239  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 QK0239  DYNAMIC HEIGHT  -        183.323 (meters)      601.45  (feet) COMP
 QK0239  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 QK0239
 QK0239  VERT ORDER      -  FIRST     CLASS 0
 QK0239
 QK0239.The horizontal coordinates were established by autonomous hand held GPS
 QK0239.observations and have an estimated accuracy of +/- 10 meters.
 QK0239
 QK0239.The orthometric height was determined by differential leveling and
 QK0239.adjusted by the NATIONAL GEODETIC SURVEY
 QK0239.in June 1991.
 QK0239
 QK0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0239.GEOID18 height accuracy estimate available here.
 QK0239
 QK0239.Click photographs - Photos may exist for this station.
 QK0239
 QK0239.The dynamic height is computed by dividing the NAVD 88
 QK0239.geopotential number by the normal gravity value computed on the
 QK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0239.degrees latitude (g = 980.6199 gals.).
 QK0239
 QK0239.The modeled gravity was interpolated from observed gravity values.
 QK0239
 QK0239;                    North         East    Units  Estimated Accuracy
 QK0239;SPC MI N     -   122,797.    8,176,984.      MT  (+/- 10 meters HH2 GPS)
 QK0239
 QK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7694881606(NAD 83)
 QK0239
 QK0239                          SUPERSEDED SURVEY CONTROL
 QK0239
 QK0239.No superseded survey control is available for this station.
 QK0239
 QK0239_MARKER: Q = CHISELED SQUARE
 QK0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0239_SP_SET: FOUNDATION
 QK0239_MARK LOGO: USLS
 QK0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0239+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2017
 QK0239
 QK0239  HISTORY     - Date     Condition        Report By
 QK0239  HISTORY     - 1926     MONUMENTED       USLS
 QK0239  HISTORY     - 1972     GOOD             NGS
 QK0239  HISTORY     - 1983     GOOD             NGS
 QK0239  HISTORY     - 19950701 GOOD             USPSQD
 QK0239  HISTORY     - 20020605 GOOD             MIDT
 QK0239  HISTORY     - 20060830 GOOD             USPSQD
 QK0239  HISTORY     - 20170810 GOOD             MIDT
 QK0239
 QK0239                          STATION DESCRIPTION
 QK0239
 QK0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0239'AT ST IGNACE.
 QK0239'AT ST IGNACE, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 QK0239'STREET AND MC CANN STREET, ON THE TOP OF A CONCRETE FOUNDATION
 QK0239'WHICH PROJECTS OUT OF THE WALL FOR A LARGE ONE STORY BRICK
 QK0239'BUILDING, 150 FEET WEST OF THE CENTER LINE OF STATE STREET, 141
 QK0239'FEET NORTH OF THE CENTER LINE OF MC CANN STREET, 2.7 FEET SOUTH
 QK0239'OF THE NORTHEAST CORNER OF THE BUILDING 2.4 FEET ABOVE THE LEVEL
 QK0239'OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF STATE STREET, A
 QK0239'1 1/4 INCH OUTLINED SQUARE.
 QK0239
 QK0239                          STATION RECOVERY (1983)
 QK0239
 QK0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0239'0.2 KM (0.1 MI) NORTH ALONG STATE STREET FROM THE POST OFFICE, A
 QK0239'CHISELED SQUARE SET IN THE TOP OF THE WATER TABLE AT THE NORTHEAST
 QK0239'CORNER OF A LARGE BRICK BUILDING (THE MULCRONE BUILDING, WITH A CEMENT
 QK0239'BLOCK BUILDING THAT IS A CAR WASH), 44.80 METERS (147.0 FT) NORTH OF
 QK0239'THE CENTERLINE OF MCCANN STREET, 44.50 METERS (146.0 FT) WEST OF THE
 QK0239'CENTERLINE OF STATE STREET, 15.91 METERS (52.2 FT) NORTH OF THE
 QK0239'NORTHWEST CORNER OF THE CAR WASH, AND 0.82 METERS (2.7 FT) SOUTHWEST
 QK0239'OF THE NORTHEAST CORNER OF THE BUILDING.
 QK0239'THE MARK IS 0.6 M ABOVE GROUND.
 QK0239
 QK0239                          STATION RECOVERY (1995)
 QK0239
 QK0239'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0239'RECOVERED IN GOOD CONDITION.
 QK0239
 QK0239                          STATION RECOVERY (2002)
 QK0239
 QK0239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0239'RECOVERED IN GOOD CONDITION.
 QK0239
 QK0239                          STATION RECOVERY (2006)
 QK0239
 QK0239'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0239'RECOVERED IN GOOD CONDITION.
 QK0239
 QK0239                          STATION RECOVERY (2017)
 QK0239
 QK0239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 QK0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0237 ***********************************************************************
 QK0237  DESIGNATION -  907 5085 SCHOOL
 QK0237  PID         -  QK0237
 QK0237  STATE/COUNTY-  MI/MACKINAC
 QK0237  COUNTRY     -  US
 QK0237  USGS QUAD   -  SAINT IGNACE (2017)
 QK0237
 QK0237                         *CURRENT SURVEY CONTROL
 QK0237  ______________________________________________________________________
 QK0237* NAD 83(1986) POSITION- 45 51 57.     (N) 084 43 26.     (W)   SCALED
 QK0237* NAVD 88 ORTHO HEIGHT -   190.264 (meters)      624.22  (feet) ADJUSTED
 QK0237  ______________________________________________________________________
 QK0237  GEOID HEIGHT    -        -35.383 (meters)                     GEOID18
 QK0237  DYNAMIC HEIGHT  -        190.271 (meters)      624.25  (feet) COMP
 QK0237  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 QK0237
 QK0237  VERT ORDER      -  FIRST     CLASS 0
 QK0237
 QK0237.The horizontal coordinates were scaled from a map and have
 QK0237.an estimated accuracy of +/- 6 seconds.
 QK0237
 QK0237.The orthometric height was determined by differential leveling and
 QK0237.adjusted by the NATIONAL GEODETIC SURVEY
 QK0237.in June 1991.
 QK0237
 QK0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0237.GEOID18 height accuracy estimate available here.
 QK0237
 QK0237.Click photographs - Photos may exist for this station.
 QK0237
 QK0237.The dynamic height is computed by dividing the NAVD 88
 QK0237.geopotential number by the normal gravity value computed on the
 QK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0237.degrees latitude (g = 980.6199 gals.).
 QK0237
 QK0237.The modeled gravity was interpolated from observed gravity values.
 QK0237
 QK0237;                    North         East    Units  Estimated Accuracy
 QK0237;SPC MI N     -   122,850.    8,176,700.      MT  (+/- 180 meters Scaled)
 QK0237
 QK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766816(NAD 83)
 QK0237
 QK0237                          SUPERSEDED SURVEY CONTROL
 QK0237
 QK0237  NGVD 29 (??/??/92)  190.30   (m)          624.3    (f) COMPUTED    1 0
 QK0237
 QK0237.Superseded values are not recommended for survey control.
 QK0237
 QK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0237.See file dsdata.pdf to determine how the superseded data were derived.
 QK0237
 QK0237_MARKER: I = METAL ROD
 QK0237_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0237+WITH SETTING: INFORMATION.
 QK0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0237
 QK0237  HISTORY     - Date     Condition        Report By
 QK0237  HISTORY     - UNK      MONUMENTED       USLS
 QK0237  HISTORY     - 1972     GOOD             NGS
 QK0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0237  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0237
 QK0237                          STATION DESCRIPTION
 QK0237
 QK0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0237'AT ST IGNACE.
 QK0237'AT ST IGNACE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF SPRING AND
 QK0237'CHURCH STREET, ON THE GROUNDS OF THE LA SALLE HIGH SCHOOL,
 QK0237'81 1/2 FEET NORTH OF THE CENTER LINE OF SPRING STREET, 45.6 FEET
 QK0237'NORTH OF THE NORTH EDGE OF A SIDEWALK, 87 1/2 FEET EAST OF THE
 QK0237'SOUTHEAST CORNER OF THE EAST WING OF THE SCHOOL, 71.6 FEET
 QK0237'SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING,
 QK0237'1 FOOT ABOVE THE LEVEL OF THE STREET, THE TOP OF A 1 INCH ROD
 QK0237'THAT IS 1 FOOT UNDERGROUND AND DRIVEN TO A DEPTH OF 8 FEET.
 QK0237
 QK0237                          STATION RECOVERY (1983)
 QK0237
 QK0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0237'NOT RECOVERED, AN ASPHALT PARKING LOT HAS BEEN BUILT OVER THE BENCH
 QK0237'MARK AREA.
 QK0237
 QK0237                          STATION RECOVERY (2002)
 QK0237
 QK0237'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0238 ***********************************************************************
 QK0238  DESIGNATION -  907 5085 SPRING
 QK0238  PID         -  QK0238
 QK0238  STATE/COUNTY-  MI/MACKINAC
 QK0238  COUNTRY     -  US
 QK0238  USGS QUAD   -  SAINT IGNACE (2017)
 QK0238
 QK0238                         *CURRENT SURVEY CONTROL
 QK0238  ______________________________________________________________________
 QK0238* NAD 83(1986) POSITION- 45 51 55.     (N) 084 43 28.     (W)   SCALED
 QK0238* NAVD 88 ORTHO HEIGHT -   189.478 (meters)      621.65  (feet) ADJUSTED
 QK0238  ______________________________________________________________________
 QK0238  GEOID HEIGHT    -        -35.382 (meters)                     GEOID18
 QK0238  DYNAMIC HEIGHT  -        189.485 (meters)      621.67  (feet) COMP
 QK0238  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 QK0238
 QK0238  VERT ORDER      -  FIRST     CLASS 0
 QK0238
 QK0238.The horizontal coordinates were scaled from a map and have
 QK0238.an estimated accuracy of +/- 6 seconds.
 QK0238
 QK0238.The orthometric height was determined by differential leveling and
 QK0238.adjusted by the NATIONAL GEODETIC SURVEY
 QK0238.in June 1991.
 QK0238
 QK0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0238.GEOID18 height accuracy estimate available here.
 QK0238
 QK0238.Click photographs - Photos may exist for this station.
 QK0238
 QK0238.The dynamic height is computed by dividing the NAVD 88
 QK0238.geopotential number by the normal gravity value computed on the
 QK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0238.degrees latitude (g = 980.6199 gals.).
 QK0238
 QK0238.The modeled gravity was interpolated from observed gravity values.
 QK0238
 QK0238;                    North         East    Units  Estimated Accuracy
 QK0238;SPC MI N     -   122,790.    8,176,660.      MT  (+/- 180 meters Scaled)
 QK0238
 QK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766815(NAD 83)
 QK0238
 QK0238                          SUPERSEDED SURVEY CONTROL
 QK0238
 QK0238  NGVD 29 (??/??/92)  189.52   (m)          621.8    (f) COMPUTED    1 0
 QK0238
 QK0238.Superseded values are not recommended for survey control.
 QK0238
 QK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0238.See file dsdata.pdf to determine how the superseded data were derived.
 QK0238
 QK0238_MARKER: I = METAL ROD
 QK0238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0238_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0238
 QK0238  HISTORY     - Date     Condition        Report By
 QK0238  HISTORY     - UNK      MONUMENTED       USLS
 QK0238  HISTORY     - 1972     GOOD             NGS
 QK0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0238  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0238
 QK0238                          STATION DESCRIPTION
 QK0238
 QK0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0238'AT ST IGNACE.
 QK0238'AT ST IGNACE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 QK0238'SPRING AND CHAMBERS STREET, ACROSS THE STREET FROM THE SOUTHWEST
 QK0238'CORNER OF THE LA SALLE HIGH SCHOOL, AT THE NORTHEAST CORNER OF
 QK0238'A CHAIN LINK FENCE AROUND AN ATHLETIC FIELD, 32 FEET WEST OF THE
 QK0238'CENTER LINE OF CHAMBERS STREET, 23 1/2 FEET SOUTH OF THE CENTER
 QK0238'LINE OF SPRING STREET, 2 FEET EAST OF A FENCE CORNER POST, IN
 QK0238'LINE WITH AN EAST-WEST FENCE, ABOUT LEVEL WITH THE STREETS, THE
 QK0238'TOP OF A COPPER COATED STEEL ROD, THAT IS 1/2 FOOT UNDERGROUND
 QK0238'AND DRIVEN TO A DEPTH OF 30 FEET.
 QK0238
 QK0238                          STATION RECOVERY (1983)
 QK0238
 QK0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0238'NOT RECOVERED, CONSIDERED DESTROYED BY SEWER CONSTRUCTION.
 QK0238
 QK0238                          STATION RECOVERY (2002)
 QK0238
 QK0238'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0245 ***********************************************************************
 QK0245  DESIGNATION -  907 5085 TURN
 QK0245  PID         -  QK0245
 QK0245  STATE/COUNTY-  MI/MACKINAC
 QK0245  COUNTRY     -  US
 QK0245  USGS QUAD   -  SAINT IGNACE (2017)
 QK0245
 QK0245                         *CURRENT SURVEY CONTROL
 QK0245  ______________________________________________________________________
 QK0245* NAD 83(1986) POSITION- 45 51 48.     (N) 084 43 04.     (W)   SCALED
 QK0245* NAVD 88 ORTHO HEIGHT -   178.918 (meters)      587.00  (feet) ADJUSTED
 QK0245  ______________________________________________________________________
 QK0245  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 QK0245  DYNAMIC HEIGHT  -        178.925 (meters)      587.02  (feet) COMP
 QK0245  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 QK0245
 QK0245  VERT ORDER      -  FIRST     CLASS 0
 QK0245
 QK0245.The horizontal coordinates were scaled from a map and have
 QK0245.an estimated accuracy of +/- 6 seconds.
 QK0245
 QK0245.The orthometric height was determined by differential leveling and
 QK0245.adjusted by the NATIONAL GEODETIC SURVEY
 QK0245.in June 1991.
 QK0245
 QK0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0245.GEOID18 height accuracy estimate available here.
 QK0245
 QK0245.Click photographs - Photos may exist for this station.
 QK0245
 QK0245.The dynamic height is computed by dividing the NAVD 88
 QK0245.geopotential number by the normal gravity value computed on the
 QK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0245.degrees latitude (g = 980.6199 gals.).
 QK0245
 QK0245.The modeled gravity was interpolated from observed gravity values.
 QK0245
 QK0245;                    North         East    Units  Estimated Accuracy
 QK0245;SPC MI N     -   122,590.    8,177,190.      MT  (+/- 180 meters Scaled)
 QK0245
 QK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR771813(NAD 83)
 QK0245
 QK0245                          SUPERSEDED SURVEY CONTROL
 QK0245
 QK0245.No superseded survey control is available for this station.
 QK0245
 QK0245_MARKER: I = METAL ROD
 QK0245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0245+WITH SETTING: INFORMATION.
 QK0245_MARK LOGO: USLS
 QK0245_PROJECTION: RECESSED 9 CENTIMETERS
 QK0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0245_ROD/PIPE-DEPTH: 2.43 meters
 QK0245
 QK0245  HISTORY     - Date     Condition        Report By
 QK0245  HISTORY     - 1950     MONUMENTED       USLS
 QK0245  HISTORY     - 1972     GOOD             NGS
 QK0245  HISTORY     - 1983     GOOD             NGS
 QK0245  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 QK0245  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0245  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0245
 QK0245                          STATION DESCRIPTION
 QK0245
 QK0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0245'AT ST IGNACE.
 QK0245'AT ST IGNACE, ABOUT 100 YARDS NORTHEAST OF AND ACROSS STATE
 QK0245'STREET FROM THE POST OFFICE BUILDING, AT THE SOUTHEAST CORNER
 QK0245'OF A LARGE RED FRAME RAILROAD ENGINE HOUSE, 73 1/2 FEET NORTH
 QK0245'OF THE NORTH CORNER OF A TURN TABLE, 8 1/2 FEET NORTHEAST OF THE
 QK0245'EAST ONE OF TWO 4-FOOT HIGH VERTICAL RAILS, 1.1 FEET EAST OF
 QK0245'THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT BELOW THE LEVEL
 QK0245'OF THE STREET, A 1-1/4-INCH IRON ROD 1/2 FOOT BELOW THE LEVEL
 QK0245'OF THE GROUND AND DRIVEN TO A DEPTH OF 8 FEET.
 QK0245
 QK0245                          STATION RECOVERY (1983)
 QK0245
 QK0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0245'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0245'73.15 METERS (240.0 FT) NORTHEAST AND ACROSS SOUTH STATE STREET FROM
 QK0245'THE POST OFFICE, AT THE SOO LINE RAILROAD YARD, 0.1 KM (0.05 MI)
 QK0245'SOUTHWEST OF THE OLD DEPOT, THE MARK IS THE HIGH POINT ON TOP OF A 1
 QK0245'1/4 INCH DIAMETER IRON ROD, 24.38 METERS (80.0 FT) NORTH-NORTHEAST OF
 QK0245'A POWERLINE POLE WITH TRANSFORMER, 22.25 METERS (73.0 FT) NORTH OF THE
 QK0245'NORTH END OF A BRIDGE OVER TURNTABLE, 2.68 METERS (8.8 FT) EAST OF THE
 QK0245'EAST RAIL ENTERING THE OLD FOUNDATION, AND 0.36 METERS (1.2 FT)
 QK0245'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD FOUNDATION.
 QK0245'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 QK0245'THE MARK IS 0.9 M BELOW GROUND.
 QK0245
 QK0245                          STATION RECOVERY (1995)
 QK0245
 QK0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0245'MARK NOT FOUND.
 QK0245
 QK0245                          STATION RECOVERY (1995)
 QK0245
 QK0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0245'MARK NOT FOUND.
 QK0245
 QK0245                          STATION RECOVERY (2002)
 QK0245
 QK0245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0411 ***********************************************************************
 QK0411  DESIGNATION -  907 5092 D
 QK0411  PID         -  QK0411
 QK0411  STATE/COUNTY-  MI/MACKINAC
 QK0411  COUNTRY     -  US
 QK0411  USGS QUAD   -  CEDARVILLE (2017)
 QK0411
 QK0411                         *CURRENT SURVEY CONTROL
 QK0411  ______________________________________________________________________
 QK0411* NAD 83(1986) POSITION- 45 59 47.     (N) 084 21 42.     (W)   SCALED
 QK0411* NAVD 88 ORTHO HEIGHT -   177.884 (meters)      583.61  (feet) ADJUSTED
 QK0411  ______________________________________________________________________
 QK0411  GEOID HEIGHT    -        -36.023 (meters)                     GEOID18
 QK0411  DYNAMIC HEIGHT  -        177.890 (meters)      583.63  (feet) COMP
 QK0411  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 QK0411
 QK0411  VERT ORDER      -  FIRST     CLASS 0
 QK0411
 QK0411.The horizontal coordinates were scaled from a map and have
 QK0411.an estimated accuracy of +/- 6 seconds.
 QK0411
 QK0411.The orthometric height was determined by differential leveling and
 QK0411.adjusted by the NATIONAL GEODETIC SURVEY
 QK0411.in June 1991.
 QK0411
 QK0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0411.GEOID18 height accuracy estimate available here.
 QK0411
 QK0411.Click photographs - Photos may exist for this station.
 QK0411
 QK0411.The dynamic height is computed by dividing the NAVD 88
 QK0411.geopotential number by the normal gravity value computed on the
 QK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0411.degrees latitude (g = 980.6199 gals.).
 QK0411
 QK0411.The modeled gravity was interpolated from observed gravity values.
 QK0411
 QK0411;                    North         East    Units  Estimated Accuracy
 QK0411;SPC MI N     -   138,230.    8,204,330.      MT  (+/- 180 meters Scaled)
 QK0411
 QK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR043970(NAD 83)
 QK0411
 QK0411                          SUPERSEDED SURVEY CONTROL
 QK0411
 QK0411.No superseded survey control is available for this station.
 QK0411
 QK0411_MARK LOGO: NOS
 QK0411_PROJECTION: RECESSED 12 CENTIMETERS
 QK0411_ROD/PIPE-DEPTH: 3.65 meters
 QK0411
 QK0411  HISTORY     - Date     Condition        Report By
 QK0411  HISTORY     - 1983     MONUMENTED       NOS
 QK0411  HISTORY     - 1983     GOOD             NGS
 QK0411  HISTORY     - 19940728 GOOD             USPSQD
 QK0411  HISTORY     - 19950712 GOOD             USPSQD
 QK0411  HISTORY     - 20040417 GOOD             USPSQD
 QK0411  HISTORY     - 20180430 MARK NOT FOUND   WHG
 QK0411
 QK0411                          STATION DESCRIPTION
 QK0411
 QK0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0411'IN CEDARVILLE.
 QK0411'IN CEDARVILLE, ON CITY PROPERTY SOUTH OF HODECK STREET, IN THE LAWN OF
 QK0411'THE CEDARVILLE MOORING AND LAUNCHING FACILITY, THE POINT HELD IS THE
 QK0411'TOP OF A STUD SCREWED IN TOP OF A STAINLESS STEEL ROD THAT WAS DRIVEN
 QK0411'3.65 METERS (12.0 FT) IN THE GROUND AND IS RECESSED 0.12 METERS (0.4
 QK0411'FT) BELOW GROUND, 34.38 METERS (112.8 FT) NORTH OF A FLAGPOLE, 14.93
 QK0411'METERS (49.0 FT) SOUTH OF THE CENTER OF HODECK STREET, 13.1 METERS
 QK0411'(43.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CEDARVILLE BAR, AND
 QK0411'0.54 METERS (1.8 FT) SOUTH-SOUTHEAST OF THE WEST ONE OF TWO METAL
 QK0411'POSTS SUPPORTING THE CEDARVILLE MOORING AND LAUNCHING FACILITY SIGN.
 QK0411'THE MARK IS 0.15 M BELOW STREET.
 QK0411
 QK0411                          STATION RECOVERY (1994)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0411'RECOVERED IN GOOD CONDITION.
 QK0411
 QK0411                          STATION RECOVERY (1995)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0411'RECOVERED IN GOOD CONDITION.
 QK0411
 QK0411                          STATION RECOVERY (2004)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QK0411'RECOVERED IN GOOD CONDITION.
 QK0411
 QK0411                          STATION RECOVERY (2018)
 QK0411
 QK0411'RECOVERY NOTE BY WOODS HOLE GROUP INC 2018 (JDS)
 QK0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3992 ***********************************************************************
 DS3992  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3992  DESIGNATION -  907 5092 H
 DS3992  PID         -  DS3992
 DS3992  STATE/COUNTY-  MI/MACKINAC
 DS3992  COUNTRY     -  US
 DS3992  USGS QUAD   -  CEDARVILLE (2017)
 DS3992
 DS3992                         *CURRENT SURVEY CONTROL
 DS3992  ______________________________________________________________________
 DS3992* NAD 83(2011) POSITION- 45 59 41.63168(N) 084 21 45.17846(W)   ADJUSTED
 DS3992* NAD 83(2011) ELLIP HT-   141.750 (meters)        (12/02/25)   ADJUSTED
 DS3992* NAD 83(2011) EPOCH   -  2010.00
 DS3992* NAVD 88 ORTHO HEIGHT -   177.78  (meters)      583.3   (feet) GPS OBS
 DS3992  ______________________________________________________________________
 DS3992  GEOID HEIGHT    -        -36.022 (meters)                     GEOID18
 DS3992  NAD 83(2011) X  -    436,040.989 (meters)                     COMP
 DS3992  NAD 83(2011) Y  - -4,417,357.712 (meters)                     COMP
 DS3992  NAD 83(2011) Z  -  4,564,955.520 (meters)                     COMP
 DS3992  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 DS3992
 DS3992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3992  Standards:
 DS3992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3992  -------------------------------------------------------------------
 DS3992  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.02471760
 DS3992  -------------------------------------------------------------------
 DS3992  Click here for local accuracies and other accuracy information.
 DS3992
 DS3992.The horizontal coordinates were established by GPS observations
 DS3992.and adjusted by the National Geodetic Survey in December 2025.
 DS3992
 DS3992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3992.been affixed to the stable North American tectonic plate. See 
 DS3992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3992
 DS3992.The horizontal coordinates are valid at the epoch date displayed above
 DS3992.which is a decimal equivalence of Year/Month/Day.
 DS3992
 DS3992.The orthometric height was determined by GPS observations and a
 DS3992.high-resolution geoid model using precise GPS observation and
 DS3992.processing techniques.
 DS3992
 DS3992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3992.GEOID18 height accuracy estimate available here.
 DS3992
 DS3992.Click photographs - Photos may exist for this station.
 DS3992
 DS3992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3992
 DS3992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3992
 DS3992.The ellipsoidal height was determined by GPS observations
 DS3992.and is referenced to NAD 83.
 DS3992
 DS3992. The following values were computed from the NAD 83(2011) position.
 DS3992
 DS3992;                    North         East     Units Scale Factor Converg.
 DS3992;SPC MI N     -   138,056.720 8,204,269.455   MT  0.99991561   +1 54 22.8
 DS3992;SPC MI N     -   452,941.99 26,916,894.54   iFT  0.99991561   +1 54 22.8
 DS3992;UTM  16      - 5,096,862.962   704,240.245   MT  1.00011283   +1 53 51.8
 DS3992
 DS3992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3992!SPC MI N     -   0.99997778  x   0.99991561  =   0.99989339
 DS3992!UTM  16      -   0.99997778  x   1.00011283  =   1.00009061
 DS3992
 DS3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0424096862(NAD 83)
 DS3992
 DS3992                          SUPERSEDED SURVEY CONTROL
 DS3992
 DS3992.No superseded survey control is available for this station.
 DS3992
 DS3992_MARKER: DJ = TIDAL STATION DISK
 DS3992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3992_SP_SET: SET IN A CONCRETE SIDEWALK
 DS3992_STAMPING: 5092 H 2019
 DS3992_MARK LOGO: NOS
 DS3992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3992+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DS3992
 DS3992  HISTORY     - Date     Condition        Report By
 DS3992  HISTORY     - 2019     MONUMENTED       NOS
 DS3992  HISTORY     - 20220815 GOOD             NGS
 DS3992
 DS3992                          STATION DESCRIPTION
 DS3992
 DS3992'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3992'THE MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) WEST-SOUTHWEST OF
 DS3992'GOETZVILLE, 11.2 MI (18.0 KM) SOUTH OF PICKFORD, 9.3 MI (15.0 KM)
 DS3992'SOUTHWEST OF STALWART, 3.1 MI (5.0 KM) EAST-SOUTHEAST OF HESSEL AND IN
 DS3992'THE TOWN OF CEDARVILLE, MI.
 DS3992'
 DS3992'TO REACH FROM THE INTERSECTION OF S MERIDIAN ROAD AND E HODECK STREET,
 DS3992'PROCEED SOUTH TO THE GROUNDS OF CEDARVILLE PUBLIC PARK AT 234 S
 DS3992'MERIDIAN ROAD.
 DS3992'
 DS3992'THE STATION IS A BRASS DISK SET IN THE CONCRETE RAMP LEADING TO THE
 DS3992'PUBLIC DOCKS, 40.8 M (133.9 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO
 DS3992'THE PARK GAZEBO, 16.2 M (53.1 FT) EAST OF THE SOUTHERNMOST LIGHT POLE
 DS3992'IN THE PARKING LOT AND 1.8 M (5.9 FT) WEST OF THE WESTERNMOST PLANK AT
 DS3992'THE START OF THE WOODEN DOCKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0044 ***********************************************************************
 QK0044  DESIGNATION -  907 5092 HUD
 QK0044  PID         -  QK0044
 QK0044  STATE/COUNTY-  MI/MACKINAC
 QK0044  COUNTRY     -  US
 QK0044  USGS QUAD   -  CEDARVILLE (2017)
 QK0044
 QK0044                         *CURRENT SURVEY CONTROL
 QK0044  ______________________________________________________________________
 QK0044* NAD 83(1986) POSITION- 45 59 48.     (N) 084 21 34.     (W)   SCALED
 QK0044* NAVD 88 ORTHO HEIGHT -   177.952 (meters)      583.83  (feet) ADJUSTED
 QK0044  ______________________________________________________________________
 QK0044  GEOID HEIGHT    -        -36.027 (meters)                     GEOID18
 QK0044  DYNAMIC HEIGHT  -        177.959 (meters)      583.85  (feet) COMP
 QK0044  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 QK0044
 QK0044  VERT ORDER      -  FIRST     CLASS 0
 QK0044
 QK0044.The horizontal coordinates were scaled from a map and have
 QK0044.an estimated accuracy of +/- 6 seconds.
 QK0044
 QK0044.The orthometric height was determined by differential leveling and
 QK0044.adjusted by the NATIONAL GEODETIC SURVEY
 QK0044.in June 1991.
 QK0044
 QK0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0044.GEOID18 height accuracy estimate available here.
 QK0044
 QK0044.Click photographs - Photos may exist for this station.
 QK0044
 QK0044.The dynamic height is computed by dividing the NAVD 88
 QK0044.geopotential number by the normal gravity value computed on the
 QK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0044.degrees latitude (g = 980.6199 gals.).
 QK0044
 QK0044.The modeled gravity was interpolated from observed gravity values.
 QK0044
 QK0044;                    North         East    Units  Estimated Accuracy
 QK0044;SPC MI N     -   138,260.    8,204,500.      MT  (+/- 180 meters Scaled)
 QK0044
 QK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR044970(NAD 83)
 QK0044
 QK0044                          SUPERSEDED SURVEY CONTROL
 QK0044
 QK0044.No superseded survey control is available for this station.
 QK0044
 QK0044_MARKER: Q = CHISELED SQUARE
 QK0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0044_SP_SET: WATER TABLE
 QK0044_MARK LOGO: USLS
 QK0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0044
 QK0044  HISTORY     - Date     Condition        Report By
 QK0044  HISTORY     - 1965     MONUMENTED       USLS
 QK0044  HISTORY     - 1972     GOOD             USLS
 QK0044  HISTORY     - 1983     GOOD             NGS
 QK0044  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 QK0044  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0044
 QK0044                          STATION DESCRIPTION
 QK0044
 QK0044'DESCRIBED BY US LAKE SURVEY 1972
 QK0044'AT CEDARVILLE.
 QK0044'HUD IS A CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 73.7 FEET SOUTH OF
 QK0044'CENTERLINE OF HODECK STREET, 71.9 FEET WESTERLY OF SOUTHWEST
 QK0044'CORNER OF RUDDS TEXACO MARINE SERVICE GARAGE, 63.9 FEET
 QK0044'EAST-SOUTHEAST OF SOUTHEAST CORNER OF POST OFFICE, 36.6 FEET
 QK0044'NORTHWEST OF NORTHWEST CORNER OF BOATHOUSE, 12.5 FEET NORTH OF
 QK0044'WATERS EDGE, 0.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF MAIN
 QK0044'BUILDING, 1-1/4 FEET ABOVE GROUND, BEING HIGHEST POINT OF 2-INCH
 QK0044'SQUARE CUT IN WATER TABLE.  NOTE-- PREV. DESIG. HUD 1965.
 QK0044
 QK0044                          STATION RECOVERY (1983)
 QK0044
 QK0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0044'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0044'AT THE CEDARVILLE MARINA BUILDING ON HODECK STREET, ACROSS THE STREET
 QK0044'FROM THE FIRST UNION CHURCH, A 2-INCH SQUARE CUT IN THE TOP OF THE
 QK0044'SOUTHWEST CORNER OF THE FOUNDATION OF THE CONCRETE BLOCK BUILDING,
 QK0044'ABOUT 0.36 METERS (1.2 FT) ABOVE THE GROUND, 22.55 METERS (74.0 FT)
 QK0044'SOUTH OF THE CENTER OF HODECK STREET, AND 11.86 METERS (36.7 FT) SOUTH
 QK0044'OF A POLE SUPPORTING A SIGN (EVINRUDE BOATS AND MOTORS).
 QK0044'THE MARK IS 0.30 M ABOVE STREET.
 QK0044
 QK0044                          STATION RECOVERY (1994)
 QK0044
 QK0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0044'MARK NOT FOUND.
 QK0044
 QK0044                          STATION RECOVERY (1995)
 QK0044
 QK0044'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0049 ***********************************************************************
 QK0049  DESIGNATION -  907 5092 INN
 QK0049  PID         -  QK0049
 QK0049  STATE/COUNTY-  MI/MACKINAC
 QK0049  COUNTRY     -  US
 QK0049  USGS QUAD   -  CEDARVILLE (2017)
 QK0049
 QK0049                         *CURRENT SURVEY CONTROL
 QK0049  ______________________________________________________________________
 QK0049* NAD 83(1986) POSITION- 45 59 47.     (N) 084 21 32.     (W)   SCALED
 QK0049* NAVD 88 ORTHO HEIGHT -   179.958 (meters)      590.41  (feet) ADJUSTED
 QK0049  ______________________________________________________________________
 QK0049  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 QK0049  DYNAMIC HEIGHT  -        179.965 (meters)      590.44  (feet) COMP
 QK0049  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 QK0049
 QK0049  VERT ORDER      -  FIRST     CLASS 0
 QK0049
 QK0049.The horizontal coordinates were scaled from a map and have
 QK0049.an estimated accuracy of +/- 6 seconds.
 QK0049
 QK0049.The orthometric height was determined by differential leveling and
 QK0049.adjusted by the NATIONAL GEODETIC SURVEY
 QK0049.in June 1991.
 QK0049
 QK0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0049.GEOID18 height accuracy estimate available here.
 QK0049
 QK0049.Click photographs - Photos may exist for this station.
 QK0049
 QK0049.The dynamic height is computed by dividing the NAVD 88
 QK0049.geopotential number by the normal gravity value computed on the
 QK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0049.degrees latitude (g = 980.6199 gals.).
 QK0049
 QK0049.The modeled gravity was interpolated from observed gravity values.
 QK0049
 QK0049;                    North         East    Units  Estimated Accuracy
 QK0049;SPC MI N     -   138,230.    8,204,550.      MT  (+/- 180 meters Scaled)
 QK0049
 QK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR045970(NAD 83)
 QK0049
 QK0049                          SUPERSEDED SURVEY CONTROL
 QK0049
 QK0049.No superseded survey control is available for this station.
 QK0049
 QK0049_MARKER: I = METAL ROD
 QK0049_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0049+WITH SETTING: INFORMATION.
 QK0049_MARK LOGO: USLS
 QK0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0049
 QK0049  HISTORY     - Date     Condition        Report By
 QK0049  HISTORY     - 1950     MONUMENTED       USLS
 QK0049  HISTORY     - 1972     GOOD             USLS
 QK0049  HISTORY     - 1983     GOOD             NGS
 QK0049  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QK0049  HISTORY     - 19950712 GOOD             USPSQD
 QK0049  HISTORY     - 20180430 MARK NOT FOUND   WHG
 QK0049
 QK0049                          STATION DESCRIPTION
 QK0049
 QK0049'DESCRIBED BY US LAKE SURVEY 1972
 QK0049'AT CEDARVILLE.
 QK0049'INN IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 71.0 FEET NORTHEAST
 QK0049'OF ROD IN CENTER OF EAST STONE GATE POST AT ENTRANCE WALK TO
 QK0049'ABANDONED CEDAR INN, 65 FEET NORTH OF CENTERLINE OF HADECK
 QK0049'STREET, 63 FEET EAST OF EAST EDGE OF SIDEWALK LEADING TO INN,
 QK0049'23.3 FEET NORTHWEST OF 16 INCH MAPLE, 13.2 FEET SOUTH OF
 QK0049'SOUTHEAST CORNER AND IN LINE WITH EAST FACE OF INN, 1/4-FOOT
 QK0049'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 QK0049'SQUARE IRON BAR, 6 FEET LONG.  NOTE-- PREV. DESIG. INN 1950.
 QK0049
 QK0049                          STATION RECOVERY (1983)
 QK0049
 QK0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0049'NEAR THE FLOTATION DOCKING SYSTEMS INC. BUILDING, A 3/4-INCH SQUARE
 QK0049'IRON BAR DRIVEN IN THE GROUND, 32.67 METERS (107.2 FT) NORTHEAST AND
 QK0049'ACROSS HODECK STREET FROM THE NORTHEAST CORNER OF THE FLOTATION
 QK0049'DOCKING SYSTEMS INC. BUILDING, 19.05 METERS (62.5 FT) NORTH OF THE
 QK0049'CENTER OF HODECK STREET, 10.72 METERS (35.2 FT) NORTH OF POWERLINE
 QK0049'POLE NUMBER E 6, AND 7.07 METERS (23.2 FT) NORTH-NORTHEAST OF A
 QK0049'21-INCH MAPLE TREE.
 QK0049'THE MARK IS 1.98 M ABOVE STREET.
 QK0049
 QK0049                          STATION RECOVERY (1994)
 QK0049
 QK0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0049'MARK NOT FOUND.
 QK0049
 QK0049                          STATION RECOVERY (1995)
 QK0049
 QK0049'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0049'RECOVERED IN GOOD CONDITION.
 QK0049
 QK0049                          STATION RECOVERY (2018)
 QK0049
 QK0049'RECOVERY NOTE BY WOODS HOLE GROUP INC 2018 (JDS)
 QK0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0046 ***********************************************************************
 QK0046  DESIGNATION -  907 5092 SCHOOL
 QK0046  PID         -  QK0046
 QK0046  STATE/COUNTY-  MI/MACKINAC
 QK0046  COUNTRY     -  US
 QK0046  USGS QUAD   -  CEDARVILLE (2017)
 QK0046
 QK0046                         *CURRENT SURVEY CONTROL
 QK0046  ______________________________________________________________________
 QK0046* NAD 83(1986) POSITION- 45 59 56.     (N) 084 21 26.     (W)   SCALED
 QK0046* NAVD 88 ORTHO HEIGHT -   190.807 (meters)      626.01  (feet) ADJUSTED
 QK0046  ______________________________________________________________________
 QK0046  GEOID HEIGHT    -        -36.032 (meters)                     GEOID18
 QK0046  DYNAMIC HEIGHT  -        190.814 (meters)      626.03  (feet) COMP
 QK0046  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 QK0046
 QK0046  VERT ORDER      -  FIRST     CLASS 0
 QK0046
 QK0046.The horizontal coordinates were scaled from a map and have
 QK0046.an estimated accuracy of +/- 6 seconds.
 QK0046
 QK0046.The orthometric height was determined by differential leveling and
 QK0046.adjusted by the NATIONAL GEODETIC SURVEY
 QK0046.in June 1991.
 QK0046
 QK0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0046.GEOID18 height accuracy estimate available here.
 QK0046
 QK0046.Click photographs - Photos may exist for this station.
 QK0046
 QK0046.The dynamic height is computed by dividing the NAVD 88
 QK0046.geopotential number by the normal gravity value computed on the
 QK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0046.degrees latitude (g = 980.6199 gals.).
 QK0046
 QK0046.The modeled gravity was interpolated from observed gravity values.
 QK0046
 QK0046;                    North         East    Units  Estimated Accuracy
 QK0046;SPC MI N     -   138,510.    8,204,670.      MT  (+/- 180 meters Scaled)
 QK0046
 QK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR046973(NAD 83)
 QK0046
 QK0046                          SUPERSEDED SURVEY CONTROL
 QK0046
 QK0046.No superseded survey control is available for this station.
 QK0046
 QK0046_MARKER: DD = SURVEY DISK
 QK0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0046_SP_SET: PILLAR
 QK0046_STAMPING: B.M. SCHOOL AC 1971 N.O.A.A.
 QK0046_MARK LOGO: USACE
 QK0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0046+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 QK0046
 QK0046  HISTORY     - Date     Condition        Report By
 QK0046  HISTORY     - 1971     MONUMENTED       USACE
 QK0046  HISTORY     - 1972     GOOD             USLS
 QK0046  HISTORY     - 1983     GOOD             NGS
 QK0046  HISTORY     - 19940727 GOOD             USPSQD
 QK0046  HISTORY     - 19950712 GOOD             USPSQD
 QK0046  HISTORY     - 20010331 GOOD             NGS
 QK0046  HISTORY     - 20040417 GOOD             USPSQD
 QK0046  HISTORY     - 20091217 GOOD             INDIV
 QK0046
 QK0046                          STATION DESCRIPTION
 QK0046
 QK0046'DESCRIBED BY US LAKE SURVEY 1972
 QK0046'AT CEDARVILLE.
 QK0046'SCHOOL IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, IN SOUTHEAST
 QK0046'CORNER OF T-INTERSECTION OF HIGHWAY M-134 AND BEACH STREET, 56.0
 QK0046'FEET SOUTHEAST OF A FLAGPOLE, 0.5 FEET EAST OF SOUTHWEST CORNER
 QK0046'AND IN SOUTH FACE OF MOST SOUTHERLY CONCRETE PILLAR OF WEST
 QK0046'ENTRANCE OF CEDARVILLE HIGH SCHOOL, 4-1/2 FEET ABOVE THE GROUND,
 QK0046'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 QK0046'CONCRETE PILLAR.  NOTE-- PREV. DESIG. SCHOOL 1971.
 QK0046
 QK0046                          STATION RECOVERY (1983)
 QK0046
 QK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0046'0.4 KM (0.25 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0046'STATE HIGHWAY 129, SET VERTICALLY 0.15 METERS (0.5 FT) EAST OF THE
 QK0046'SOUTHWEST CORNER AND IN THE SOUTH FACE OF THE SOUTHERNMOST CONCRETE
 QK0046'PILLAR OF THE WEST ENTRANCE TO THE CEDARVILLE HIGH SCHOOL, ABOUT
 QK0046'1.37 METERS (4.5 FT) ABOVE THE GROUND, 57.3 METERS (188.0 FT) SOUTH OF
 QK0046'THE CENTERLINE OF THE HIGHWAY, AND 44.04 METERS (144.5 FT) EAST OF THE
 QK0046'CENTER OF BEECH STREET.
 QK0046'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0046
 QK0046                          STATION RECOVERY (1994)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0046'RECOVERED IN GOOD CONDITION.
 QK0046
 QK0046                          STATION RECOVERY (1995)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0046'RECOVERED IN GOOD CONDITION.
 QK0046
 QK0046                          STATION RECOVERY (2001)
 QK0046
 QK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0046
 QK0046                          STATION RECOVERY (2004)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QK0046'RECOVERED IN GOOD CONDITION.
 QK0046
 QK0046                          STATION RECOVERY (2009)
 QK0046
 QK0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 QK0046'RECOVERDED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0048 ***********************************************************************
 QK0048  DESIGNATION -  907 5092 SDD
 QK0048  PID         -  QK0048
 QK0048  STATE/COUNTY-  MI/MACKINAC
 QK0048  COUNTRY     -  US
 QK0048  USGS QUAD   -  CEDARVILLE (2017)
 QK0048
 QK0048                         *CURRENT SURVEY CONTROL
 QK0048  ______________________________________________________________________
 QK0048* NAD 83(1986) POSITION- 45 59 44.     (N) 084 21 40.     (W)   SCALED
 QK0048* NAVD 88 ORTHO HEIGHT -   178.621 (meters)      586.03  (feet) ADJUSTED
 QK0048  ______________________________________________________________________
 QK0048  GEOID HEIGHT    -        -36.024 (meters)                     GEOID18
 QK0048  DYNAMIC HEIGHT  -        178.627 (meters)      586.05  (feet) COMP
 QK0048  MODELED GRAVITY -    980,648.9   (mgal)                       NAVD 88
 QK0048
 QK0048  VERT ORDER      -  FIRST     CLASS 0
 QK0048
 QK0048.The horizontal coordinates were scaled from a map and have
 QK0048.an estimated accuracy of +/- 6 seconds.
 QK0048
 QK0048.The orthometric height was determined by differential leveling and
 QK0048.adjusted by the NATIONAL GEODETIC SURVEY
 QK0048.in June 1991.
 QK0048
 QK0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0048.GEOID18 height accuracy estimate available here.
 QK0048
 QK0048.Click photographs - Photos may exist for this station.
 QK0048
 QK0048.The dynamic height is computed by dividing the NAVD 88
 QK0048.geopotential number by the normal gravity value computed on the
 QK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0048.degrees latitude (g = 980.6199 gals.).
 QK0048
 QK0048.The modeled gravity was interpolated from observed gravity values.
 QK0048
 QK0048;                    North         East    Units  Estimated Accuracy
 QK0048;SPC MI N     -   138,130.    8,204,380.      MT  (+/- 180 meters Scaled)
 QK0048
 QK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR043969(NAD 83)
 QK0048
 QK0048                          SUPERSEDED SURVEY CONTROL
 QK0048
 QK0048  NGVD 29 (??/??/92)  178.612  (m)          586.00   (f) ADJ UNCH    1 0
 QK0048
 QK0048.Superseded values are not recommended for survey control.
 QK0048
 QK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0048.See file dsdata.pdf to determine how the superseded data were derived.
 QK0048
 QK0048_MARKER: Z = SEE DESCRIPTION
 QK0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0048_SP_SET: BRICK
 QK0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0048
 QK0048  HISTORY     - Date     Condition        Report By
 QK0048  HISTORY     - 1950     MONUMENTED       USLS
 QK0048  HISTORY     - 1972     GOOD             USLS
 QK0048  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0048  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0048
 QK0048                          STATION DESCRIPTION
 QK0048
 QK0048'DESCRIBED BY US LAKE SURVEY 1972
 QK0048'AT CEDARVILLE.
 QK0048'SDD IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 88 FEET WEST OF
 QK0048'WEST EDGE OF SIDEWALK LEADING TO ENTRANCE OF THE ABANDONED
 QK0048'CEDAR INN, 31 FEET SOUTH OF CENTERLINE OF HODECK STREET, ON
 QK0048'STREET FACE AND 8.5 FEET WEST OF NORTHEAST CORNER OF THE BUILDING
 QK0048'OCCUPIED BY BON AIR DRUG STORE, 2 FEET ABOVE THE SIDEWALK,
 QK0048'BEING HIGHEST POINT IN A 3/4 X 1-INCH RECTANGLE FORMED BY
 QK0048'CORNER AND TWO LINES CUT IN TOP OF A BRICK IN FIRST BRICK LAYER
 QK0048'UNDER A WINDOW.  NOTE-- PREV. DESIG. SDD 1950.
 QK0048
 QK0048                          STATION RECOVERY (1983)
 QK0048
 QK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0048'NOT FOUND THIS DATE, BUILDING REMODELED, COVERED OVER WITH SIDING.
 QK0048
 QK0048                          STATION RECOVERY (1995)
 QK0048
 QK0048'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0010 ***********************************************************************
 RH0010  DESIGNATION -  907 5098 PIPE
 RH0010  PID         -  RH0010
 RH0010  STATE/COUNTY-  MI/CHIPPEWA
 RH0010  COUNTRY     -  US
 RH0010  USGS QUAD   -  LIME ISLAND (2017)
 RH0010
 RH0010                         *CURRENT SURVEY CONTROL
 RH0010  ______________________________________________________________________
 RH0010* NAD 83(1986) POSITION- 46 00 59.     (N) 083 55 17.     (W)   SCALED
 RH0010* NAVD 88 ORTHO HEIGHT -   178.009 (meters)      584.02  (feet) ADJUSTED
 RH0010  ______________________________________________________________________
 RH0010  GEOID HEIGHT    -        -36.779 (meters)                     GEOID18
 RH0010  DYNAMIC HEIGHT  -        178.012 (meters)      584.03  (feet) COMP
 RH0010  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 RH0010
 RH0010  VERT ORDER      -  FIRST     CLASS 0
 RH0010
 RH0010.The horizontal coordinates were scaled from a map and have
 RH0010.an estimated accuracy of +/- 6 seconds.
 RH0010
 RH0010.The orthometric height was determined by differential leveling and
 RH0010.adjusted by the NATIONAL GEODETIC SURVEY
 RH0010.in June 1991.
 RH0010
 RH0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0010.GEOID18 height accuracy estimate available here.
 RH0010
 RH0010.Click photographs - Photos may exist for this station.
 RH0010
 RH0010.The dynamic height is computed by dividing the NAVD 88
 RH0010.geopotential number by the normal gravity value computed on the
 RH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0010.degrees latitude (g = 980.6199 gals.).
 RH0010
 RH0010.The modeled gravity was interpolated from observed gravity values.
 RH0010
 RH0010;                    North         East    Units  Estimated Accuracy
 RH0010;SPC MI N     -   141,680.    8,238,330.      MT  (+/- 180 meters Scaled)
 RH0010
 RH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM738000(NAD 83)
 RH0010
 RH0010                          SUPERSEDED SURVEY CONTROL
 RH0010
 RH0010.No superseded survey control is available for this station.
 RH0010
 RH0010_MARKER: Z = SEE DESCRIPTION
 RH0010_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 RH0010_MAGNETIC: P = MARKER IS A STEEL PIPE
 RH0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0010
 RH0010  HISTORY     - Date     Condition        Report By
 RH0010  HISTORY     - UNK      MONUMENTED       USLS
 RH0010  HISTORY     - 1983     GOOD             NGS
 RH0010
 RH0010                          STATION DESCRIPTION
 RH0010
 RH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RH0010'5.0 KM (3.1 MI) NW FROM DE TOUR VILLAGE.
 RH0010'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 RH0010'THE JUNCTION OF DAWSON STREET EAST AND SOUTH CARIBOU DRIVE WEST IN
 RH0010'DE TOUR VILLAGE, THENCE 1.8 KM (1.15 MI) WEST ALONG DEMOCRAT ROAD
 RH0010'(NORTH CARIBOU ROAD), THENCE 1.6 KM (1.0 MI) NORTH ALONG SPRING BAY
 RH0010'THENCE 0.4 KM (0.2 MI) EAST-NORTHEAST (DOWNHILL), THENCE 0.1 KM
 RH0010'(0.05 MI) NORTHEAST ALONG A GRAVELED DOCK ROAD, AT THE SOUTHEAST
 RH0010'CORNER OF A BRICK BUILDING, THE HIGH POINT ON THE WEST EDGE OF A 2-3/4
 RH0010'INCH GALVANIZED PIPE BETWEEN TWO SAW CUTS, 0.09 METERS (0.3 FT) ABOVE
 RH0010'THE CONCRETE SURFACE OF THE PIER WALL, 3.32 METERS (10.9 FT) SOUTHEAST
 RH0010'OF THE SOUTHEAST CORNER OF THE BRICK MAINTENANCE BUILDING, 2.43 METERS
 RH0010'(8.0 FT) NORTHWEST OF THE CENTER OF THE GRAVELED ROAD LEADING TO THE
 RH0010'DOCK, AND 12.20 METERS (40.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 RH0010'CORNER OF A METAL STORAGE BUILDING.  A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0087 ***********************************************************************
 QJ0087  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0087  DESIGNATION -  907 5099 BANK
 QJ0087  PID         -  QJ0087
 QJ0087  STATE/COUNTY-  MI/CHIPPEWA
 QJ0087  COUNTRY     -  US
 QJ0087  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0087
 QJ0087                         *CURRENT SURVEY CONTROL
 QJ0087  ______________________________________________________________________
 QJ0087* NAD 83(1986) POSITION- 45 59 31.56   (N) 083 53 57.75   (W)   HD_HELD1
 QJ0087* NAVD 88 ORTHO HEIGHT -   179.871 (meters)      590.13  (feet) ADJUSTED
 QJ0087  ______________________________________________________________________
 QJ0087  GEOID HEIGHT    -        -36.818 (meters)                     GEOID18
 QJ0087  DYNAMIC HEIGHT  -        179.874 (meters)      590.14  (feet) COMP
 QJ0087  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 QJ0087
 QJ0087  VERT ORDER      -  FIRST     CLASS 0
 QJ0087
 QJ0087.The horizontal coordinates were determined by differentially corrected
 QJ0087.hand held GPS observations or other comparable positioning techniques
 QJ0087.and have an estimated accuracy of +/- 3 meters.
 QJ0087
 QJ0087.The orthometric height was determined by differential leveling and
 QJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0087.in June 1991.
 QJ0087
 QJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0087.GEOID18 height accuracy estimate available here.
 QJ0087
 QJ0087.This Water Level Mark is designated as VM 13077
 QJ0087.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0087
 QJ0087.Click photographs - Photos may exist for this station.
 QJ0087
 QJ0087.The dynamic height is computed by dividing the NAVD 88
 QJ0087.geopotential number by the normal gravity value computed on the
 QJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0087.degrees latitude (g = 980.6199 gals.).
 QJ0087
 QJ0087.The modeled gravity was interpolated from observed gravity values.
 QJ0087
 QJ0087;                    North         East    Units  Estimated Accuracy
 QJ0087;SPC MI N     -   139,044.3   8,240,137.4     MT  (+/- 3 meters HH1 GPS) 
 QJ0087
 QJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7546597257(NAD 83)
 QJ0087
 QJ0087                          SUPERSEDED SURVEY CONTROL
 QJ0087
 QJ0087.No superseded survey control is available for this station.
 QJ0087
 QJ0087_MARKER: F = FLANGE-ENCASED ROD
 QJ0087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0087_STAMPING: BANK
 QJ0087_MARK LOGO: NGS
 QJ0087_PROJECTION: RECESSED 20 CENTIMETERS
 QJ0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0087+STABILITY: SURFACE MOTION
 QJ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0087+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 QJ0087_ROD/PIPE-DEPTH: 3.04 meters
 QJ0087
 QJ0087  HISTORY     - Date     Condition        Report By
 QJ0087  HISTORY     - 1975     MONUMENTED       NOS
 QJ0087  HISTORY     - 1983     GOOD             NGS
 QJ0087  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0087  HISTORY     - 19940930 GOOD             NOS
 QJ0087  HISTORY     - 19950918 GOOD             NOS
 QJ0087  HISTORY     - 20050730 GOOD             NGS
 QJ0087  HISTORY     - 20220726 GOOD             CO-OPS
 QJ0087
 QJ0087                          STATION DESCRIPTION
 QJ0087
 QJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0087'IN DE TOUR VILLAGE.
 QJ0087'IN DE TOUR VILLAGE, AT THE SOUTHEAST CORNER OF THE CENTRAL SAVINGS
 QJ0087'BANK LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET, THE
 QJ0087'HIGH POINT ON TOP OF A 5/8-INCH DIAMETER COPPER CLAD STEEL ROD, 19.05
 QJ0087'METERS (62.5 FT) SOUTHWEST OF POWERLINE POLE NUMBER DT 2198, 14.32
 QJ0087'METERS (47.0 FT) WEST OF THE CENTER OF HURON STREET, AND 0.67 METERS
 QJ0087'(2.2 FT) EAST OF THE EAST FACE AND IN LINE WITH THE SOUTH FACE OF THE
 QJ0087'BANK BUILDING.
 QJ0087
 QJ0087                          STATION RECOVERY (1994)
 QJ0087
 QJ0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0087'MARK NOT FOUND.
 QJ0087
 QJ0087                          STATION RECOVERY (1994)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0087'IN DE TOUR VILLAGE, AT THE SOUTHEAST CORNER OF THE CENTRAL SAVINGS
 QJ0087'BANK LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET, THE
 QJ0087'HIGH POINT ON TOP OF A 5/8-INCH DIAMETER COPPER CLAD STEEL ROD 3.05
 QJ0087'METERS (10.01 FT) LONG, 19.05 METERS (62.50 FT) SOUTHWEST OF POWERLINE
 QJ0087'POLE NUMBER DT 2198, 14.32 METERS (46.98 FT) WEST OF THE CENTER OF
 QJ0087'HURON STREET, AND 0.67 METERS (2.20 FT) EAST OF THE EAST FACE AND IN
 QJ0087'LINE WITH THE SOUTH FACE OF THE BANK BUILDING.
 QJ0087
 QJ0087                          STATION RECOVERY (1995)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0087'RECOVERED AS DESCRIBED.
 QJ0087
 QJ0087                          STATION RECOVERY (2005)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0087'RECOVERED IN GOOD CONDITION.
 QJ0087
 QJ0087                          STATION RECOVERY (2022)
 QJ0087
 QJ0087'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 QJ0087'RECOVERED IN GOOD CONDITION.
 QJ0087'
 QJ0087'NOTE-THE ADDRESS OF THE CENTRAL SAVINGS BANK IS 109 ELIZABETH ST DE
 QJ0087'TOUR VILLAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6043 ***********************************************************************
 AC6043  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6043  DESIGNATION -  907 5099 F
 AC6043  PID         -  AC6043
 AC6043  STATE/COUNTY-  MI/CHIPPEWA
 AC6043  COUNTRY     -  US
 AC6043  USGS QUAD   -  DE TOUR VILLAGE (2017)
 AC6043
 AC6043                         *CURRENT SURVEY CONTROL
 AC6043  ______________________________________________________________________
 AC6043* NAD 83(1986) POSITION- 45 59 32.5    (N) 083 53 53.9    (W)   HD_HELD2
 AC6043* NAVD 88 ORTHO HEIGHT -   179.235 (meters)      588.04  (feet) ADJUSTED
 AC6043  ______________________________________________________________________
 AC6043  GEOID HEIGHT    -        -36.820 (meters)                     GEOID18
 AC6043  DYNAMIC HEIGHT  -        179.237 (meters)      588.05  (feet) COMP
 AC6043  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 AC6043
 AC6043  VERT ORDER      -  SECOND    CLASS I
 AC6043
 AC6043.The horizontal coordinates were established by autonomous hand held GPS
 AC6043.observations and have an estimated accuracy of +/- 10 meters.
 AC6043
 AC6043.The orthometric height was determined by differential leveling and
 AC6043.adjusted by the NATIONAL GEODETIC SURVEY
 AC6043.in March 1997.
 AC6043
 AC6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6043.GEOID18 height accuracy estimate available here.
 AC6043
 AC6043.This Water Level Mark is designated as VM 13076
 AC6043.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6043
 AC6043.Click photographs - Photos may exist for this station.
 AC6043
 AC6043.The dynamic height is computed by dividing the NAVD 88
 AC6043.geopotential number by the normal gravity value computed on the
 AC6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6043.degrees latitude (g = 980.6199 gals.).
 AC6043
 AC6043.The modeled gravity was interpolated from observed gravity values.
 AC6043
 AC6043;                    North         East    Units  Estimated Accuracy
 AC6043;SPC MI N     -   139,077.    8,240,219.      MT  (+/- 10 meters HH2 GPS)
 AC6043
 AC6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7554997283(NAD 83)
 AC6043
 AC6043                          SUPERSEDED SURVEY CONTROL
 AC6043
 AC6043.No superseded survey control is available for this station.
 AC6043
 AC6043_MARKER: DB = BENCH MARK DISK
 AC6043_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6043_SP_SET: FERRY RAMP SUPPORT
 AC6043_STAMPING: 5099 F 1993
 AC6043_MARK LOGO: NOS
 AC6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6043+STABILITY: SURFACE MOTION
 AC6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6043+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 AC6043
 AC6043  HISTORY     - Date     Condition        Report By
 AC6043  HISTORY     - 1993     MONUMENTED       NOS
 AC6043  HISTORY     - 19940930 GOOD             NOS
 AC6043  HISTORY     - 19950918 GOOD             NOS
 AC6043  HISTORY     - 20050730 GOOD             NGS
 AC6043  HISTORY     - 20220726 GOOD             CO-OPS
 AC6043
 AC6043                          STATION DESCRIPTION
 AC6043
 AC6043'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (MJB)
 AC6043'AT DETOUR VILLAGE, CHIPPEWA COUNTY, MICHIGAN, AT THE FOOT OF ELIZABETH
 AC6043'STREET, IN THE SOUTH CONCRETE SUPPORT OF THE NORTH FERRY LANDING RAMP,
 AC6043'16.2 METERS (53.1 FT) SOUTH OF THE SOUTH FACE OF THE NOS WATER LEVEL
 AC6043'GAUGE HOUSE, 13.2 METERS (43.3 FT) NORTH OF THE CENTERLINE OF THE
 AC6043'SOUTH FERRY LANDING RAMP, 3.2 METERS (10.5 FT) WEST OF THE EAST END OF
 AC6043'THE CONCRETE SUPPORT, BEING A STANDARD NOS DISK SET 1.1 METERS (3.6
 AC6043'FT) ABOVE THE ROAD SURFACE.
 AC6043
 AC6043                          STATION RECOVERY (1995)
 AC6043
 AC6043'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6043'RECOVERED AS DESCRIBED.
 AC6043
 AC6043                          STATION RECOVERY (2005)
 AC6043
 AC6043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AC6043'RECOVERED IN GOOD CONDITION.
 AC6043
 AC6043                          STATION RECOVERY (2022)
 AC6043
 AC6043'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AC6043'RECOVERED IN GOOD CONDITION.
 AC6043'
 AC6043'NOTE-THE MARK IS LOCATED ABOUT 17.9 MI (28.8 KM) EAST-SOUTHEAST OF
 AC6043'STALWART, 10.4 MI (16.7 KM) EAST-SOUTHEAST OF GOETZVILLE AND IN THE
 AC6043'TOWN OF DE TOUR VILLAGE, MI.
 AC6043'
 AC6043'THE BENCH MARK IS LOCATED AT DRUMMOND ISLAND FERRY TERMINAL AT 113
 AC6043'HURON ST DE TOUR VILLAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0088 ***********************************************************************
 QJ0088  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0088  DESIGNATION -  907 5099 HARRY
 QJ0088  PID         -  QJ0088
 QJ0088  STATE/COUNTY-  MI/CHIPPEWA
 QJ0088  COUNTRY     -  US
 QJ0088  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0088
 QJ0088                         *CURRENT SURVEY CONTROL
 QJ0088  ______________________________________________________________________
 QJ0088* NAD 83(1986) POSITION- 45 59 33.04   (N) 083 53 53.80   (W)   HD_HELD1
 QJ0088* NAVD 88 ORTHO HEIGHT -   178.508 (meters)      585.66  (feet) ADJUSTED
 QJ0088  ______________________________________________________________________
 QJ0088  GEOID HEIGHT    -        -36.820 (meters)                     GEOID18
 QJ0088  DYNAMIC HEIGHT  -        178.511 (meters)      585.66  (feet) COMP
 QJ0088  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 QJ0088
 QJ0088  VERT ORDER      -  SECOND    CLASS I
 QJ0088
 QJ0088.The horizontal coordinates were determined by differentially corrected
 QJ0088.hand held GPS observations or other comparable positioning techniques
 QJ0088.and have an estimated accuracy of +/- 3 meters.
 QJ0088
 QJ0088.The orthometric height was determined by differential leveling and
 QJ0088.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0088.in August 2024.
 QJ0088
 QJ0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0088.GEOID18 height accuracy estimate available here.
 QJ0088
 QJ0088.This Water Level Mark is designated as VM 13075
 QJ0088.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0088
 QJ0088.Click photographs - Photos may exist for this station.
 QJ0088
 QJ0088.The dynamic height is computed by dividing the NAVD 88
 QJ0088.geopotential number by the normal gravity value computed on the
 QJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0088.degrees latitude (g = 980.6199 gals.).
 QJ0088
 QJ0088.The modeled gravity was interpolated from observed gravity values.
 QJ0088
 QJ0088;                    North         East    Units  Estimated Accuracy
 QJ0088;SPC MI N     -   139,093.3   8,240,220.5     MT  (+/- 3 meters HH1 GPS) 
 QJ0088
 QJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7555297300(NAD 83)
 QJ0088
 QJ0088                          SUPERSEDED SURVEY CONTROL
 QJ0088
 QJ0088  NAVD 88 (06/15/91)  178.514  (m)          585.67   (f) SUPERSEDED  1 0
 QJ0088
 QJ0088.Superseded values are not recommended for survey control.
 QJ0088
 QJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0088.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0088
 QJ0088_MARKER: DD = SURVEY DISK
 QJ0088_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0088+WITH SETTING: PAVEMENT
 QJ0088_SP_SET: HOUSE FOUNDATION
 QJ0088_MARK LOGO: USACE
 QJ0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0088+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 QJ0088
 QJ0088  HISTORY     - Date     Condition        Report By
 QJ0088  HISTORY     - 1977     MONUMENTED       USACE
 QJ0088  HISTORY     - 1983     GOOD             NGS
 QJ0088  HISTORY     - 19930720 GOOD             NOS
 QJ0088  HISTORY     - 19950918 GOOD             NOS
 QJ0088  HISTORY     - 20050730 GOOD             NGS
 QJ0088  HISTORY     - 20220726 GOOD             CO-OPS
 QJ0088
 QJ0088                          STATION DESCRIPTION
 QJ0088
 QJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0088'IN DE TOUR VILLAGE.
 QJ0088'IN DE TOUR VILLAGE, AT THE EAST END OF ELIZABETH STREET, AN UNSTAMPED
 QJ0088'DISK CEMENTED IN THE TOP OF THE CONCRETE FOUNDATION AND AT THE
 QJ0088'SOUTHWEST CORNER OF THE WATER LEVEL GAGE STATION BUILDING, 11.88
 QJ0088'METERS (39.0 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH THREE
 QJ0088'TRANSFORMERS AND A LIGHT METER, 12.7 METERS (41.7 FT) NORTH OF THE
 QJ0088'CENTER OF THE APPROACH RAMP TO THE DRUMMOND ISLAND FERRY, 0.57 METERS
 QJ0088'(1.7 FT) SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE WEST ENTRANCE TO
 QJ0088'THE WATER LEVEL GAGE STATION, AND 0.15 METERS (0.5 FT) WEST-NORTHWEST
 QJ0088'OF THE SOUTHWEST CORNER OF THE GAGE STATION BUILDING.
 QJ0088
 QJ0088                          STATION RECOVERY (1993)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 QJ0088'IN DE TOUR VILLAGE, AT THE EAST END OF ELIZABETH STREET, AN UNSTAMPED
 QJ0088'DISK CEMENTED IN THE TOP OF THE CONCRETE FOUNDATION AND AT THE
 QJ0088'SOUTHWEST CORNER OF THE NOS WATER LEVEL GAUGE STATION BUILDING, 11.88
 QJ0088'METERS (38.98 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH THREE
 QJ0088'TRANSFORMERS AND A LIGHT METER, 12.7 METERS (41.7 FT) NORTH OF THE
 QJ0088'CENTER OF THE APPROACH RAMP TO THE DRUMMOND ISLAND FERRY, 0.57 METERS
 QJ0088'(1.87 FT) SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE WEST ENTRANCE TO
 QJ0088'THE WATER LEVEL GAUGE STATION, AND 0.15 METERS (0.49 FT)
 QJ0088'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE STATION BUILDING.
 QJ0088
 QJ0088                          STATION RECOVERY (1995)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0088'RECOVERED AS DESCRIBED.
 QJ0088
 QJ0088                          STATION RECOVERY (2005)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0088'RECOVERED IN GOOD CONDITION.
 QJ0088
 QJ0088                          STATION RECOVERY (2022)
 QJ0088
 QJ0088'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 QJ0088'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0053 ***********************************************************************
 QJ0053  DESIGNATION -  907 5099 SM 33
 QJ0053  PID         -  QJ0053
 QJ0053  STATE/COUNTY-  MI/CHIPPEWA
 QJ0053  COUNTRY     -  US
 QJ0053  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0053
 QJ0053                         *CURRENT SURVEY CONTROL
 QJ0053  ______________________________________________________________________
 QJ0053* NAD 83(1986) POSITION- 45 59 31.     (N) 083 54 15.     (W)   SCALED
 QJ0053* NAVD 88 ORTHO HEIGHT -   190.025 (meters)      623.44  (feet) ADJUSTED
 QJ0053  ______________________________________________________________________
 QJ0053  GEOID HEIGHT    -        -36.811 (meters)                     GEOID18
 QJ0053  DYNAMIC HEIGHT  -        190.029 (meters)      623.45  (feet) COMP
 QJ0053  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 QJ0053
 QJ0053  VERT ORDER      -  FIRST     CLASS 0
 QJ0053
 QJ0053.The horizontal coordinates were scaled from a map and have
 QJ0053.an estimated accuracy of +/- 6 seconds.
 QJ0053
 QJ0053.The orthometric height was determined by differential leveling and
 QJ0053.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0053.in June 1991.
 QJ0053
 QJ0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0053.GEOID18 height accuracy estimate available here.
 QJ0053
 QJ0053.Click photographs - Photos may exist for this station.
 QJ0053
 QJ0053.The dynamic height is computed by dividing the NAVD 88
 QJ0053.geopotential number by the normal gravity value computed on the
 QJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0053.degrees latitude (g = 980.6199 gals.).
 QJ0053
 QJ0053.The modeled gravity was interpolated from observed gravity values.
 QJ0053
 QJ0053;                    North         East    Units  Estimated Accuracy
 QJ0053;SPC MI N     -   139,010.    8,239,770.      MT  (+/- 180 meters Scaled)
 QJ0053
 QJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL750972(NAD 83)
 QJ0053
 QJ0053                          SUPERSEDED SURVEY CONTROL
 QJ0053
 QJ0053  NGVD 29 (??/??/92)  190.025  (m)          623.44   (f) ADJ UNCH    1 0
 QJ0053
 QJ0053.Superseded values are not recommended for survey control.
 QJ0053
 QJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0053.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0053
 QJ0053_MARKER: DD = SURVEY DISK
 QJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0053_SP_SET: WATER TABLE
 QJ0053_MARK LOGO: USLS
 QJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0053
 QJ0053  HISTORY     - Date     Condition        Report By
 QJ0053  HISTORY     - 1934     MONUMENTED       USLS
 QJ0053  HISTORY     - 1972     GOOD             USLS
 QJ0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0053
 QJ0053                          STATION DESCRIPTION
 QJ0053
 QJ0053'DESCRIBED BY US LAKE SURVEY 1972
 QJ0053'AT DETOUR.
 QJ0053'SM 33 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE OF
 QJ0053'ERIE STREET, JUST NORTH OF STE. MARYS STREET, ON WEST FACE OF
 QJ0053'THE ABANDONED HIGH SCHOOL BUILDING, 0.8 FEET SOUTH OF CONCRETE
 QJ0053'BLOCK ADDITION, 3 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 QJ0053'OF CROSS ON BRONZE DISC SET INTO THE CONCRETE WATER TABLE.
 QJ0053'NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 33 1934.
 QJ0053
 QJ0053                          STATION RECOVERY (1983)
 QJ0053
 QJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0053'NOT RECOVERED, BUILDING GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0052 ***********************************************************************
 QJ0052  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0052  DESIGNATION -  907 5099 SM 34
 QJ0052  PID         -  QJ0052
 QJ0052  STATE/COUNTY-  MI/CHIPPEWA
 QJ0052  COUNTRY     -  US
 QJ0052  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0052
 QJ0052                         *CURRENT SURVEY CONTROL
 QJ0052  ______________________________________________________________________
 QJ0052* NAD 83(1986) POSITION- 45 59 30.8    (N) 083 54 08.2    (W)   HD_HELD2
 QJ0052* NAVD 88 ORTHO HEIGHT -   186.970 (meters)      613.42  (feet) ADJUSTED
 QJ0052  ______________________________________________________________________
 QJ0052  GEOID HEIGHT    -        -36.814 (meters)                     GEOID18
 QJ0052  DYNAMIC HEIGHT  -        186.973 (meters)      613.43  (feet) COMP
 QJ0052  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 QJ0052
 QJ0052  VERT ORDER      -  SECOND    CLASS I
 QJ0052
 QJ0052.The horizontal coordinates were established by autonomous hand held GPS
 QJ0052.observations and have an estimated accuracy of +/- 10 meters.
 QJ0052
 QJ0052.The orthometric height was determined by differential leveling and
 QJ0052.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0052.in May 2000.
 QJ0052
 QJ0052.No vertical observational check was made to the station.
 QJ0052
 QJ0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0052.GEOID18 height accuracy estimate available here.
 QJ0052
 QJ0052.This Water Level Mark is designated as VM 13079
 QJ0052.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0052
 QJ0052.Click photographs - Photos may exist for this station.
 QJ0052
 QJ0052.The dynamic height is computed by dividing the NAVD 88
 QJ0052.geopotential number by the normal gravity value computed on the
 QJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0052.degrees latitude (g = 980.6199 gals.).
 QJ0052
 QJ0052.The modeled gravity was interpolated from observed gravity values.
 QJ0052
 QJ0052;                    North         East    Units  Estimated Accuracy
 QJ0052;SPC MI N     -   139,012.    8,239,914.      MT  (+/- 10 meters HH2 GPS)
 QJ0052
 QJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7524097242(NAD 83)
 QJ0052
 QJ0052                          SUPERSEDED SURVEY CONTROL
 QJ0052
 QJ0052  NAVD 88 (03/25/97)  186.968  (m)          613.41   (f) SUPERSEDED  1 0
 QJ0052  NAVD 88 (06/15/91)  186.971  (m)          613.42   (f) SUPERSEDED  1 0
 QJ0052  NGVD 29 (??/??/92)  186.988  (m)          613.48   (f) ADJ UNCH    1 0
 QJ0052
 QJ0052.Superseded values are not recommended for survey control.
 QJ0052
 QJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0052.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0052
 QJ0052_MARKER: DD = SURVEY DISK
 QJ0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0052_SP_SET: BUILDING
 QJ0052_STAMPING: SM 34 1934 MCK
 QJ0052_MARK LOGO: USLS
 QJ0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0052+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 QJ0052
 QJ0052  HISTORY     - Date     Condition        Report By
 QJ0052  HISTORY     - 1934     MONUMENTED       USLS
 QJ0052  HISTORY     - 1972     GOOD             USLS
 QJ0052  HISTORY     - 1978     GOOD             NGS
 QJ0052  HISTORY     - 1983     GOOD             NGS
 QJ0052  HISTORY     - 19940930 GOOD             NOS
 QJ0052  HISTORY     - 19950918 GOOD             NOS
 QJ0052  HISTORY     - 20010331 GOOD             NGS
 QJ0052  HISTORY     - 20050730 GOOD             NGS
 QJ0052  HISTORY     - 20220726 GOOD             CO-OPS
 QJ0052
 QJ0052                          STATION DESCRIPTION
 QJ0052
 QJ0052'DESCRIBED BY US LAKE SURVEY 1972
 QJ0052'AT DETOUR.
 QJ0052'SM 34 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE
 QJ0052'OF ONTARIO STREET, 0.8 FEET NORTH OF SOUTHWEST CORNER AND IN
 QJ0052'WEST FACE OF ST. STEPHENS EPISCOPAL CHURCH, 4 FEET ABOVE THE
 QJ0052'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 QJ0052'LIMESTONE WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 34
 QJ0052'1934.
 QJ0052
 QJ0052                          STATION RECOVERY (1978)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QJ0052'RECOVERED IN GOOD CONDITION.
 QJ0052
 QJ0052                          STATION RECOVERY (1983)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR
 QJ0052'VILLAGE, AT THE ST. STEPHENS EPISCOPAL CHURCH LOCATED ON THE WEST SIDE
 QJ0052'OF ONTARIO STREET BETWEEN ELIZABETH STREET AND ST. MARYS STREET, SET
 QJ0052'VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST CORNER OF THE STONE
 QJ0052'WALL BUILDING, 0.24 METERS (0.8 FT) NORTH OF THE SOUTHWEST CORNER.
 QJ0052'THE MARK IS 1.21 M ABOVE GROUND.
 QJ0052
 QJ0052                          STATION RECOVERY (1994)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0052'SM 34 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE OF ONTARIO
 QJ0052'STREET, 0.8 FEET (24.4 CM) NORTH OF SOUTHWEST CORNER AND IN WEST FACE
 QJ0052'OF ST.  STEPHENS EPISCOPAL CHURCH, 4 FEET (1.2 M) ABOVE THE GROUND,
 QJ0052'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE LIMESTONE
 QJ0052'WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 34 1934. RECOVERED IN
 QJ0052'GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR VILLAGE, AT THE
 QJ0052'ST.  STEPHENS EPISCOPAL CHURCH LOCATED ON THE WEST SIDE OF ONTARIO
 QJ0052'STREET BETWEEN ELIZABETH STREET AND ST.  MARYS STREET, SET VERTICALLY
 QJ0052'IN THE WEST FACE AND AT THE SOUTHWEST CORNER OF THE STONE WALL
 QJ0052'BUILDING, 0.24 METERS (0.79 FT) NORTH OF THE SOUTHWEST CORNER, 1.22
 QJ0052'METERS (4.00 FT) ABOVE THE GROUND.
 QJ0052
 QJ0052                          STATION RECOVERY (1995)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0052'RECOVERED AS DESCRIBED.
 QJ0052
 QJ0052                          STATION RECOVERY (2001)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0052
 QJ0052                          STATION RECOVERY (2005)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0052'RECOVERED IN GOOD CONDITION.
 QJ0052
 QJ0052                          STATION RECOVERY (2022)
 QJ0052
 QJ0052'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 QJ0052'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0058 ***********************************************************************
 QJ0058  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0058  DESIGNATION -  907 5099 STORE
 QJ0058  PID         -  QJ0058
 QJ0058  STATE/COUNTY-  MI/CHIPPEWA
 QJ0058  COUNTRY     -  US
 QJ0058  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0058
 QJ0058                         *CURRENT SURVEY CONTROL
 QJ0058  ______________________________________________________________________
 QJ0058* NAD 83(1986) POSITION- 45 59 26.     (N) 083 54 01.     (W)   SCALED
 QJ0058* NAVD 88 ORTHO HEIGHT -   186.779 (meters)      612.79  (feet) ADJUSTED
 QJ0058  ______________________________________________________________________
 QJ0058  GEOID HEIGHT    -        -36.818 (meters)                     GEOID18
 QJ0058  DYNAMIC HEIGHT  -        186.782 (meters)      612.80  (feet) COMP
 QJ0058  MODELED GRAVITY -    980,627.8   (mgal)                       NAVD 88
 QJ0058
 QJ0058  VERT ORDER      -  FIRST     CLASS 0
 QJ0058
 QJ0058.The horizontal coordinates were scaled from a map and have
 QJ0058.an estimated accuracy of +/- 6 seconds.
 QJ0058
 QJ0058.The orthometric height was determined by differential leveling and
 QJ0058.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0058.in June 1991.
 QJ0058
 QJ0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0058.GEOID18 height accuracy estimate available here.
 QJ0058
 QJ0058.This Water Level Mark is designated as VM 13078
 QJ0058.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0058
 QJ0058.Click photographs - Photos may exist for this station.
 QJ0058
 QJ0058.The dynamic height is computed by dividing the NAVD 88
 QJ0058.geopotential number by the normal gravity value computed on the
 QJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0058.degrees latitude (g = 980.6199 gals.).
 QJ0058
 QJ0058.The modeled gravity was interpolated from observed gravity values.
 QJ0058
 QJ0058;                    North         East    Units  Estimated Accuracy
 QJ0058;SPC MI N     -   138,870.    8,240,070.      MT  (+/- 180 meters Scaled)
 QJ0058
 QJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL753970(NAD 83)
 QJ0058
 QJ0058                          SUPERSEDED SURVEY CONTROL
 QJ0058
 QJ0058.No superseded survey control is available for this station.
 QJ0058
 QJ0058_MARKER: Z = SEE DESCRIPTION
 QJ0058_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0058+WITH SETTING: INFORMATION.
 QJ0058_MARK LOGO: USLS
 QJ0058_PROJECTION: FLUSH
 QJ0058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0058_ROD/PIPE-DEPTH: 1.82 meters
 QJ0058
 QJ0058  HISTORY     - Date     Condition        Report By
 QJ0058  HISTORY     - 1949     MONUMENTED       USLS
 QJ0058  HISTORY     - 1972     GOOD             USLS
 QJ0058  HISTORY     - 1983     GOOD             NGS
 QJ0058  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0058  HISTORY     - 19940930 GOOD             NOS
 QJ0058  HISTORY     - 19950918 GOOD             NOS
 QJ0058
 QJ0058                          STATION DESCRIPTION
 QJ0058
 QJ0058'DESCRIBED BY US LAKE SURVEY 1972
 QJ0058'AT DETOUR.
 QJ0058'STORE IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, AT SOUTHEAST
 QJ0058'CORNER OF INTERSECTION OF STE. MARYS AND SUPERIOR STREETS, 1.7
 QJ0058'FEET NORTHEASTERLY OF NORTHWEST CORNER OF A GROCERY STORE, 1.3
 QJ0058'FEET EAST OF WEST EDGE OF SIDEWALK, 1.0 FEET NORTH OF NORTH
 QJ0058'FACE OF STORE, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 QJ0058'ON TOP OF A 1-INCH DIAMETER IRON ROD, 6 FEET LONG.  NOTE-- MARK
 QJ0058'WAS PREVIOUSLY DESIGNATED STORE 1949.
 QJ0058
 QJ0058                          STATION RECOVERY (1983)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR
 QJ0058'VILLAGE, AT THE INTERSECTION OF ST. MARYS STREET AND SUPERIOR STREET,
 QJ0058'A 1-INCH IRON ROD SET AT THE NORTHWEST CORNER OF A CONCRETE BLOCK
 QJ0058'BUILDING (ABANDONED AT THIS DATE), 11.73 METERS (38.5 FT) EAST OF THE
 QJ0058'CENTER OF SUPERIOR STREET, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER
 QJ0058'OF ST. MARYS STREET, 0.51 METERS (1.7 FT) NORTHEAST OF THE NORTHWEST
 QJ0058'CORNER OF THE BLOCK BUILDING, AND 0.30 METERS (1.0 FT) NORTH OF THE
 QJ0058'NORTH FACE.
 QJ0058'THE MARK IS ABOVE LEVEL WITH SUPERIOR STREET.
 QJ0058
 QJ0058                          STATION RECOVERY (1994)
 QJ0058
 QJ0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0058'MARK NOT FOUND.
 QJ0058
 QJ0058                          STATION RECOVERY (1994)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0058'STORE IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, AT SOUTHEAST CORNER OF
 QJ0058'INTERSECTION OF STE.  MARYS AND SUPERIOR STREETS, 1.7 FEET (0.5 M)
 QJ0058'NORTHEASTERLY OF NORTHWEST CORNER OF A GROCERY STORE, 1.3 FEET (0.4 M)
 QJ0058'EAST OF WEST EDGE OF SIDEWALK, 1.0 FEET (0.3 M) NORTH OF NORTH FACE OF
 QJ0058'STORE.  NEW DESCRIPTION AS FOLLOWS. IN DE TOUR VILLAGE. AT THE
 QJ0058'INTERSECTION OF ST MARYS STREET AND SUPERIOR STREET, A 1-INCH IRON ROD
 QJ0058'1.8 METERS (5.9 FT) LONG. RECESSED 15 CENTIMETERS, AT THE NORTHWEST
 QJ0058'CORNER OF A CONCRETE BLOCK BUILDING (ABANDONED AT THIS DATE) , 11.73
 QJ0058'METERS (38.48 FT) EAST OF THE CENTER OF SUPERIOR STREET, 10.36 METERS
 QJ0058'(33.99 FT) SOUTH OF THE CENTER OF ST.  MARYS STREET, 0.51 METERS (1.67
 QJ0058'FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BLOCK BUILDING, AND 0.30
 QJ0058'METERS (0.98 FT) NORTH OF THE NORTH FACE.
 QJ0058
 QJ0058                          STATION RECOVERY (1995)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0058'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3989 ***********************************************************************
 DS3989  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3989  DESIGNATION -  907 5199 A
 DS3989  PID         -  DS3989
 DS3989  STATE/COUNTY-  MI/CHIPPEWA
 DS3989  COUNTRY     -  US
 DS3989  USGS QUAD   -  GOETZVILLE (2017)
 DS3989
 DS3989                         *CURRENT SURVEY CONTROL
 DS3989  ______________________________________________________________________
 DS3989* NAD 83(2011) POSITION- 46 05 10.12689(N) 084 03 48.59111(W)   ADJUSTED
 DS3989* NAD 83(2011) ELLIP HT-   141.343 (meters)        (12/02/25)   ADJUSTED
 DS3989* NAD 83(2011) EPOCH   -  2010.00
 DS3989* NAVD 88 ORTHO HEIGHT -   177.92  (meters)      583.7   (feet) GPS OBS
 DS3989  ______________________________________________________________________
 DS3989  GEOID HEIGHT    -        -36.569 (meters)                     GEOID18
 DS3989  NAD 83(2011) X  -    458,335.943 (meters)                     COMP
 DS3989  NAD 83(2011) Y  - -4,407,759.501 (meters)                     COMP
 DS3989  NAD 83(2011) Z  -  4,571,995.781 (meters)                     COMP
 DS3989  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 DS3989
 DS3989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3989  Standards:
 DS3989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3989  -------------------------------------------------------------------
 DS3989  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.02472119
 DS3989  -------------------------------------------------------------------
 DS3989  Click here for local accuracies and other accuracy information.
 DS3989
 DS3989.The horizontal coordinates were established by GPS observations
 DS3989.and adjusted by the National Geodetic Survey in December 2025.
 DS3989
 DS3989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3989.been affixed to the stable North American tectonic plate. See 
 DS3989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3989
 DS3989.The horizontal coordinates are valid at the epoch date displayed above
 DS3989.which is a decimal equivalence of Year/Month/Day.
 DS3989
 DS3989.The orthometric height was determined by GPS observations and a
 DS3989.high-resolution geoid model using precise GPS observation and
 DS3989.processing techniques.
 DS3989
 DS3989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3989.GEOID18 height accuracy estimate available here.
 DS3989
 DS3989.Click photographs - Photos may exist for this station.
 DS3989
 DS3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3989
 DS3989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3989
 DS3989.The ellipsoidal height was determined by GPS observations
 DS3989.and is referenced to NAD 83.
 DS3989
 DS3989. The following values were computed from the NAD 83(2011) position.
 DS3989
 DS3989;                    North         East     Units Scale Factor Converg.
 DS3989;SPC MI N     -   149,005.642 8,227,045.257   MT  0.99990885   +2 07 20.9
 DS3989;SPC MI N     -   488,863.65 26,991,618.30   iFT  0.99990885   +2 07 20.9
 DS3989;UTM  16      - 5,107,811.772   727,023.395   MT  1.00023363   +2 06 58.7
 DS3989;UTM  17      - 5,108,182.431   263,158.854   MT  1.00028962   -2 12 28.5
 DS3989
 DS3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3989!SPC MI N     -   0.99997784  x   0.99990885  =   0.99988669
 DS3989!UTM  16      -   0.99997784  x   1.00023363  =   1.00021147
 DS3989!UTM  17      -   0.99997784  x   1.00028962  =   1.00026746
 DS3989
 DS3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2702307811(NAD 83)
 DS3989
 DS3989                          SUPERSEDED SURVEY CONTROL
 DS3989
 DS3989.No superseded survey control is available for this station.
 DS3989
 DS3989_MARKER: F = FLANGE-ENCASED ROD
 DS3989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3989_STAMPING: 5199 A 2019
 DS3989_MARK LOGO: NGS
 DS3989_PROJECTION: RECESSED 8 CENTIMETERS
 DS3989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3989+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DS3989_ROD/PIPE-DEPTH: 10 meters
 DS3989
 DS3989  HISTORY     - Date     Condition        Report By
 DS3989  HISTORY     - 2019     MONUMENTED       NGS
 DS3989  HISTORY     - 20220815 GOOD             NGS
 DS3989
 DS3989                          STATION DESCRIPTION
 DS3989
 DS3989'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3989'LOCATED IN CHIPPEWA COUNTY, MI.
 DS3989'
 DS3989'TO REACH THE STATION FROM THE INTERSECTION OF E LIME ROAD AND S RABER
 DS3989'ROAD, HEAD EAST ON E LIME ROAD FOR 0.9 KM (0.6 MI) TO THE BEGINNING OF
 DS3989'THE OLD LIME ISLAND PIER.
 DS3989'
 DS3989'THE STATION IS A FLANGE-ENCASED ROD SET IN THE GRASS ON THE SOUTH SIDE
 DS3989'OF THE ROAD, 26.82 M (88.0 FT) EAST OF THE CENTERLINE OF THE ENTRANCE
 DS3989'TO S BIRCH TREE LANE, 4.88 M (16.0 FT) SOUTH OF THE CENTERLINE OF EAST
 DS3989'LIME ROAD AND 0.15 M (0.5 FT) NORTH OF A 3-INCH (8 CM) PVC WITNESS
 DS3989'POST.  THE DATUM POINT IS SET 8 CM (3 INCHES) BELOW THE GROUND, BEING
 DS3989'THE TOP OF A STAINLESS STEEL ROD DRIVEN 10.0 M (32.8 FT) TO REFUSAL
 DS3989'AND ENCASED IN A 5-INCH (13 CM) NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0732 ***********************************************************************
 RJ0732  DESIGNATION -  907 6010 A
 RJ0732  PID         -  RJ0732
 RJ0732  STATE/COUNTY-  MI/CHIPPEWA
 RJ0732  COUNTRY     -  US
 RJ0732  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0732
 RJ0732                         *CURRENT SURVEY CONTROL
 RJ0732  ______________________________________________________________________
 RJ0732* NAD 83(1986) POSITION- 46 10 18.     (N) 084 07 16.     (W)   SCALED
 RJ0732* NAVD 88 ORTHO HEIGHT -   177.600 (meters)      582.68  (feet) ADJUSTED
 RJ0732  ______________________________________________________________________
 RJ0732  GEOID HEIGHT    -        -36.525 (meters)                     GEOID18
 RJ0732  DYNAMIC HEIGHT  -        177.606 (meters)      582.70  (feet) COMP
 RJ0732  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0732
 RJ0732  VERT ORDER      -  SECOND    CLASS I
 RJ0732
 RJ0732.The horizontal coordinates were scaled from a map and have
 RJ0732.an estimated accuracy of +/- 6 seconds.
 RJ0732
 RJ0732.The orthometric height was determined by differential leveling and
 RJ0732.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0732.in June 1991.
 RJ0732
 RJ0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0732.GEOID18 height accuracy estimate available here.
 RJ0732
 RJ0732.Click photographs - Photos may exist for this station.
 RJ0732
 RJ0732.The dynamic height is computed by dividing the NAVD 88
 RJ0732.geopotential number by the normal gravity value computed on the
 RJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0732.degrees latitude (g = 980.6199 gals.).
 RJ0732
 RJ0732.The modeled gravity was interpolated from observed gravity values.
 RJ0732
 RJ0732;                    North         East    Units  Estimated Accuracy
 RJ0732;SPC MI N     -   158,340.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0732
 RJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0732
 RJ0732                          SUPERSEDED SURVEY CONTROL
 RJ0732
 RJ0732.No superseded survey control is available for this station.
 RJ0732
 RJ0732_MARKER: DB = BENCH MARK DISK
 RJ0732_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0732+WITH SETTING: PAVEMENT
 RJ0732_SP_SET: CONCRETE SLAB
 RJ0732_STAMPING: A 6010 1986
 RJ0732_MARK LOGO: NOS
 RJ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0732+STABILITY: SURFACE MOTION
 RJ0732
 RJ0732  HISTORY     - Date     Condition        Report By
 RJ0732  HISTORY     - 1986     MONUMENTED       NOS
 RJ0732  HISTORY     - 20230914 MARK NOT FOUND   WILWRK
 RJ0732
 RJ0732                          STATION DESCRIPTION
 RJ0732
 RJ0732'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0732'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0732'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0732'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, CEMENTED
 RJ0732'IN A DRILL HOLE IN A CONCRETE SLAB, 21.4 M (70.2 FT) SOUTH OF THE
 RJ0732'SOUTHWEST CORNER OF THE MAIN RESIDENCE OF THE MAIN RESIDENCE OF
 RJ0732'HARVEYS RESORT, 12.7 M (41.7 FT) EAST OF THE NORTHEAST CORNER OF A
 RJ0732'BAIT HOUSE, AND 0.6 M (2.0 FT) WEST OF THE WEST EDGE OF A BOAT RAMP.
 RJ0732
 RJ0732                          STATION RECOVERY (2023)
 RJ0732
 RJ0732'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0732'MARK NOT FOUND.  IF MARK STILL EXISTS, THE CONCRETE SLAB IS BURIED
 RJ0732'UNDER A GRAVEL DRIVEWAY TO A NEW HOUSE.  SITE IS NO LONGER A RESORT.
 RJ0732'SPOKE WITH A LONG-TIME LOCAL RESIDENT WHO REMEMBERED EXACTLY WHERE THE
 RJ0732'WITNESSES WERE LOCATED WHEN IT WAS STILL HARVEYS RESORT.  ALL OLD
 RJ0732'WITNESSES ARE GONE, INCLUDING MAIN HOUSE (REPLACED WITH NEW HOUSE AND
 RJ0732'DRIVEWAY), BAIT HOUSE (GONE) AND BOAT RAMP (GONE).  IN AREA OF FORMER
 RJ0732'BOAT RAMP THERE IS NOW CONCRETE DEBRIS PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0731 ***********************************************************************
 RJ0731  DESIGNATION -  907 6010 B
 RJ0731  PID         -  RJ0731
 RJ0731  STATE/COUNTY-  MI/CHIPPEWA
 RJ0731  COUNTRY     -  US
 RJ0731  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0731
 RJ0731                         *CURRENT SURVEY CONTROL
 RJ0731  ______________________________________________________________________
 RJ0731* NAD 83(1986) POSITION- 46 10 18.     (N) 084 07 16.     (W)   SCALED
 RJ0731* NAVD 88 ORTHO HEIGHT -   177.622 (meters)      582.75  (feet) ADJUSTED
 RJ0731  ______________________________________________________________________
 RJ0731  GEOID HEIGHT    -        -36.525 (meters)                     GEOID18
 RJ0731  DYNAMIC HEIGHT  -        177.629 (meters)      582.77  (feet) COMP
 RJ0731  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0731
 RJ0731  VERT ORDER      -  SECOND    CLASS I
 RJ0731
 RJ0731.The horizontal coordinates were scaled from a map and have
 RJ0731.an estimated accuracy of +/- 6 seconds.
 RJ0731
 RJ0731.The orthometric height was determined by differential leveling and
 RJ0731.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0731.in June 1991.
 RJ0731
 RJ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0731.GEOID18 height accuracy estimate available here.
 RJ0731
 RJ0731.Click photographs - Photos may exist for this station.
 RJ0731
 RJ0731.The dynamic height is computed by dividing the NAVD 88
 RJ0731.geopotential number by the normal gravity value computed on the
 RJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0731.degrees latitude (g = 980.6199 gals.).
 RJ0731
 RJ0731.The modeled gravity was interpolated from observed gravity values.
 RJ0731
 RJ0731;                    North         East    Units  Estimated Accuracy
 RJ0731;SPC MI N     -   158,340.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0731
 RJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0731
 RJ0731                          SUPERSEDED SURVEY CONTROL
 RJ0731
 RJ0731.No superseded survey control is available for this station.
 RJ0731
 RJ0731_MARKER: DB = BENCH MARK DISK
 RJ0731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0731+WITH SETTING: PAVEMENT
 RJ0731_SP_SET: CONCRETE PAD
 RJ0731_STAMPING: B 6010 1986
 RJ0731_MARK LOGO: NOS
 RJ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0731+STABILITY: SURFACE MOTION
 RJ0731
 RJ0731  HISTORY     - Date     Condition        Report By
 RJ0731  HISTORY     - 1986     MONUMENTED       NOS
 RJ0731
 RJ0731                          STATION DESCRIPTION
 RJ0731
 RJ0731'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0731'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0731'17.3 KM (10.8 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0731'PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, CEMENTED IN
 RJ0731'A DRILL HOLE IN A CONRETE PAD, 11.9 M (39.0 FT) NORTH OF THE SOUTHEAST
 RJ0731'CORNER OF A BAIT HOUSE AT HARVEYS RESORT, 1.0 M (3.3 FT) EAST OF THE
 RJ0731'NORTHEAST CORNER OF THE BAIT HOUSE, AND 0.2 M (0.7 FT) SOUTH OF THE
 RJ0731'NORTH EDGE OF A PORCH, AND 0.2 M (0.7 FT) WEST OF THE EAST EDGE OF THE
 RJ0731'CONCRETE PAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0730 ***********************************************************************
 RJ0730  DESIGNATION -  907 6010 C
 RJ0730  PID         -  RJ0730
 RJ0730  STATE/COUNTY-  MI/CHIPPEWA
 RJ0730  COUNTRY     -  US
 RJ0730  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0730
 RJ0730                         *CURRENT SURVEY CONTROL
 RJ0730  ______________________________________________________________________
 RJ0730* NAD 83(1986) POSITION- 46 10 19.     (N) 084 07 17.     (W)   SCALED
 RJ0730* NAVD 88 ORTHO HEIGHT -   177.566 (meters)      582.56  (feet) ADJUSTED
 RJ0730  ______________________________________________________________________
 RJ0730  GEOID HEIGHT    -        -36.525 (meters)                     GEOID18
 RJ0730  DYNAMIC HEIGHT  -        177.573 (meters)      582.59  (feet) COMP
 RJ0730  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0730
 RJ0730  VERT ORDER      -  SECOND    CLASS I
 RJ0730
 RJ0730.The horizontal coordinates were scaled from a map and have
 RJ0730.an estimated accuracy of +/- 6 seconds.
 RJ0730
 RJ0730.The orthometric height was determined by differential leveling and
 RJ0730.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0730.in June 1991.
 RJ0730
 RJ0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0730.GEOID18 height accuracy estimate available here.
 RJ0730
 RJ0730.Click photographs - Photos may exist for this station.
 RJ0730
 RJ0730.The dynamic height is computed by dividing the NAVD 88
 RJ0730.geopotential number by the normal gravity value computed on the
 RJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0730.degrees latitude (g = 980.6199 gals.).
 RJ0730
 RJ0730.The modeled gravity was interpolated from observed gravity values.
 RJ0730
 RJ0730;                    North         East    Units  Estimated Accuracy
 RJ0730;SPC MI N     -   158,370.    8,222,230.      MT  (+/- 180 meters Scaled)
 RJ0730
 RJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0730
 RJ0730                          SUPERSEDED SURVEY CONTROL
 RJ0730
 RJ0730.No superseded survey control is available for this station.
 RJ0730
 RJ0730_MARKER: DB = BENCH MARK DISK
 RJ0730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0730+WITH SETTING: PAVEMENT
 RJ0730_SP_SET: PLATFORM
 RJ0730_STAMPING: C 6010 1986
 RJ0730_MARK LOGO: NOS
 RJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0730+STABILITY: SURFACE MOTION
 RJ0730
 RJ0730  HISTORY     - Date     Condition        Report By
 RJ0730  HISTORY     - 1986     MONUMENTED       NOS
 RJ0730
 RJ0730                          STATION DESCRIPTION
 RJ0730
 RJ0730'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0730'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0730'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0730'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0730'AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF A CONCRETE PLATFORM OF A
 RJ0730'FISH CLEANING HOUSE AT HARVEYS RESORT, 24.8 M (81.4 FT) WEST OF THE
 RJ0730'SOUTHWEST CORNER OF THE MAIN RESIDENCE, 4.9 M (16.1 FT) EAST OF THE
 RJ0730'EAST FACE OF A BULKHEAD, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF
 RJ0730'THE PLATFORM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0729 ***********************************************************************
 RJ0729  DESIGNATION -  907 6010 D
 RJ0729  PID         -  RJ0729
 RJ0729  STATE/COUNTY-  MI/CHIPPEWA
 RJ0729  COUNTRY     -  US
 RJ0729  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0729
 RJ0729                         *CURRENT SURVEY CONTROL
 RJ0729  ______________________________________________________________________
 RJ0729* NAD 83(1986) POSITION- 46 10 19.     (N) 084 07 16.     (W)   SCALED
 RJ0729* NAVD 88 ORTHO HEIGHT -   177.695 (meters)      582.99  (feet) ADJUSTED
 RJ0729  ______________________________________________________________________
 RJ0729  GEOID HEIGHT    -        -36.525 (meters)                     GEOID18
 RJ0729  DYNAMIC HEIGHT  -        177.702 (meters)      583.01  (feet) COMP
 RJ0729  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0729
 RJ0729  VERT ORDER      -  SECOND    CLASS I
 RJ0729
 RJ0729.The horizontal coordinates were scaled from a map and have
 RJ0729.an estimated accuracy of +/- 6 seconds.
 RJ0729
 RJ0729.The orthometric height was determined by differential leveling and
 RJ0729.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0729.in June 1991.
 RJ0729
 RJ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0729.GEOID18 height accuracy estimate available here.
 RJ0729
 RJ0729.Click photographs - Photos may exist for this station.
 RJ0729
 RJ0729.The dynamic height is computed by dividing the NAVD 88
 RJ0729.geopotential number by the normal gravity value computed on the
 RJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0729.degrees latitude (g = 980.6199 gals.).
 RJ0729
 RJ0729.The modeled gravity was interpolated from observed gravity values.
 RJ0729
 RJ0729;                    North         East    Units  Estimated Accuracy
 RJ0729;SPC MI N     -   158,370.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0729
 RJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0729
 RJ0729                          SUPERSEDED SURVEY CONTROL
 RJ0729
 RJ0729.No superseded survey control is available for this station.
 RJ0729
 RJ0729_MARKER: DB = BENCH MARK DISK
 RJ0729_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0729+WITH SETTING: PAVEMENT
 RJ0729_SP_SET: CONCRETE FLOOR
 RJ0729_STAMPING: D 6010 1986
 RJ0729_MARK LOGO: NOS
 RJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0729+STABILITY: SURFACE MOTION
 RJ0729
 RJ0729  HISTORY     - Date     Condition        Report By
 RJ0729  HISTORY     - 1986     MONUMENTED       NOS
 RJ0729
 RJ0729                          STATION DESCRIPTION
 RJ0729
 RJ0729'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0729'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0729'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0729'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0729'AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF A CONCRETE FLOOR OF A
 RJ0729'GARAGE BUILDING AT HARVEYS RESORT, 19.5 M (64.0 FT) WEST OF UTILITY
 RJ0729'POLE NUMBER PD255142B, 1.8 M (5.8 FT) EAST OF THE SOUTHEAST CORNER OF
 RJ0729'THE GARAGE, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0728 ***********************************************************************
 RJ0728  DESIGNATION -  907 6010 E
 RJ0728  PID         -  RJ0728
 RJ0728  STATE/COUNTY-  MI/CHIPPEWA
 RJ0728  COUNTRY     -  US
 RJ0728  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0728
 RJ0728                         *CURRENT SURVEY CONTROL
 RJ0728  ______________________________________________________________________
 RJ0728* NAD 83(1986) POSITION- 46 10 19.     (N) 084 07 15.     (W)   SCALED
 RJ0728* NAVD 88 ORTHO HEIGHT -   177.626 (meters)      582.76  (feet) ADJUSTED
 RJ0728  ______________________________________________________________________
 RJ0728  GEOID HEIGHT    -        -36.525 (meters)                     GEOID18
 RJ0728  DYNAMIC HEIGHT  -        177.633 (meters)      582.78  (feet) COMP
 RJ0728  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0728
 RJ0728  VERT ORDER      -  SECOND    CLASS I
 RJ0728
 RJ0728.The horizontal coordinates were scaled from a map and have
 RJ0728.an estimated accuracy of +/- 6 seconds.
 RJ0728
 RJ0728.The orthometric height was determined by differential leveling and
 RJ0728.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0728.in June 1991.
 RJ0728
 RJ0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0728.GEOID18 height accuracy estimate available here.
 RJ0728
 RJ0728.Click photographs - Photos may exist for this station.
 RJ0728
 RJ0728.The dynamic height is computed by dividing the NAVD 88
 RJ0728.geopotential number by the normal gravity value computed on the
 RJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0728.degrees latitude (g = 980.6199 gals.).
 RJ0728
 RJ0728.The modeled gravity was interpolated from observed gravity values.
 RJ0728
 RJ0728;                    North         East    Units  Estimated Accuracy
 RJ0728;SPC MI N     -   158,370.    8,222,270.      MT  (+/- 180 meters Scaled)
 RJ0728
 RJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0728
 RJ0728                          SUPERSEDED SURVEY CONTROL
 RJ0728
 RJ0728.No superseded survey control is available for this station.
 RJ0728
 RJ0728_MARKER: DB = BENCH MARK DISK
 RJ0728_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0728+WITH SETTING: PAVEMENT
 RJ0728_SP_SET: CONCRETE SLAB
 RJ0728_STAMPING: E 6010 1986
 RJ0728_MARK LOGO: NOS
 RJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0728+STABILITY: SURFACE MOTION
 RJ0728
 RJ0728  HISTORY     - Date     Condition        Report By
 RJ0728  HISTORY     - 1986     MONUMENTED       NOS
 RJ0728
 RJ0728                          STATION DESCRIPTION
 RJ0728
 RJ0728'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0728'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0728'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0728'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0728'AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF A CONCRETE SLAB
 RJ0728'SURROUNDING A GARAGE AT HARVEYS RESORT, AND 14.2 M (46.6 FT)
 RJ0728'NORTH-NORTHWEST OF UTILITY POLE NUMBER PD255142B, 0.2 M (0.7 FT) EAST
 RJ0728'THE SOUTHWEST CORNER OF A GARAGE, AND 0.2 M (0.7 MI) NORTHWEST OF THE
 RJ0728'SOUTHEAST EDGE OF THE SLAB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5178 ***********************************************************************
 DJ5178  DESIGNATION -  907 6024 B
 DJ5178  PID         -  DJ5178
 DJ5178  STATE/COUNTY-  MI/CHIPPEWA
 DJ5178  COUNTRY     -  US
 DJ5178  USGS QUAD   -  OAK RIDGE (2017)
 DJ5178
 DJ5178                         *CURRENT SURVEY CONTROL
 DJ5178  ______________________________________________________________________
 DJ5178* NAD 83(2011) POSITION- 46 15 52.90394(N) 084 11 27.77366(W)   ADJUSTED
 DJ5178* NAD 83(2011) ELLIP HT-   141.467 (meters)        (06/27/12)   ADJUSTED
 DJ5178* NAD 83(2011) EPOCH   -  2010.00
 DJ5178* NAVD 88 ORTHO HEIGHT -   178.002 (meters)      583.99  (feet) ADJUSTED
 DJ5178  ______________________________________________________________________
 DJ5178  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 DJ5178  NAD 83(2011) X  -    447,073.118 (meters)                     COMP
 DJ5178  NAD 83(2011) Y  - -4,394,523.635 (meters)                     COMP
 DJ5178  NAD 83(2011) Z  -  4,585,738.994 (meters)                     COMP
 DJ5178  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 DJ5178  DYNAMIC HEIGHT  -        178.011 (meters)      584.02  (feet) COMP
 DJ5178  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DJ5178
 DJ5178  VERT ORDER      -  SECOND    CLASS I
 DJ5178
 DJ5178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5178  Standards:
 DJ5178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5178  -------------------------------------------------------------------
 DJ5178  NETWORK    0.27   0.53           0.12   0.10   0.27     -0.01180663
 DJ5178  -------------------------------------------------------------------
 DJ5178  Click here for local accuracies and other accuracy information.
 DJ5178
 DJ5178.The horizontal coordinates were established by GPS observations
 DJ5178.and adjusted by the National Geodetic Survey in June 2012.
 DJ5178
 DJ5178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5178.been affixed to the stable North American tectonic plate. See 
 DJ5178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5178
 DJ5178.The horizontal coordinates are valid at the epoch date displayed above
 DJ5178.which is a decimal equivalence of Year/Month/Day.
 DJ5178
 DJ5178.The orthometric height was determined by differential leveling and
 DJ5178.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5178.in July 2022.
 DJ5178
 DJ5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5178.GEOID18 height accuracy estimate available here.
 DJ5178
 DJ5178.Click photographs - Photos may exist for this station.
 DJ5178
 DJ5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5178
 DJ5178.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5178
 DJ5178.The ellipsoidal height was determined by GPS observations
 DJ5178.and is referenced to NAD 83.
 DJ5178
 DJ5178.The dynamic height is computed by dividing the NAVD 88
 DJ5178.geopotential number by the normal gravity value computed on the
 DJ5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5178.degrees latitude (g = 980.6199 gals.).
 DJ5178
 DJ5178.The modeled gravity was interpolated from observed gravity values.
 DJ5178
 DJ5178. The following values were computed from the NAD 83(2011) position.
 DJ5178
 DJ5178;                    North         East     Units Scale Factor Converg.
 DJ5178;SPC MI N     -   168,480.490 8,216,484.428   MT  0.99990290   +2 01 49.0
 DJ5178;SPC MI N     -   552,757.51 26,956,969.91   iFT  0.99990290   +2 01 49.0
 DJ5178;UTM  16      - 5,127,293.006   716,460.420   MT  1.00017601   +2 01 49.3
 DJ5178
 DJ5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5178!SPC MI N     -   0.99997782  x   0.99990290  =   0.99988073
 DJ5178!UTM  16      -   0.99997782  x   1.00017601  =   1.00015383
 DJ5178
 DJ5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1646027293(NAD 83)
 DJ5178
 DJ5178                          SUPERSEDED SURVEY CONTROL
 DJ5178
 DJ5178  NAD 83(2007)-  46 15 52.90413(N)    084 11 27.77444(W) AD(2002.00) A
 DJ5178  ELLIP H (10/11/07)  141.472  (m)                       GP(2002.00) 4 2
 DJ5178  NAVD 88 (09/20/18)  177.98   (m)  GEOID12B model used  GPS OBS        
 DJ5178  NAVD 88 (08/23/11)  178.0    (m)  GEOID09  model used  GPS OBS        
 DJ5178  NAVD 88 (10/11/07)  178.0    (m)  GEOID03  model used  GPS OBS        
 DJ5178
 DJ5178.Superseded values are not recommended for survey control.
 DJ5178
 DJ5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5178.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5178
 DJ5178_MARKER: DJ = TIDAL STATION DISK
 DJ5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5178_STAMPING: 6024 B 2001
 DJ5178_MARK LOGO: NOS
 DJ5178_PROJECTION: FLUSH
 DJ5178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ5178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5178+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DJ5178
 DJ5178  HISTORY     - Date     Condition        Report By
 DJ5178  HISTORY     - 2001     MONUMENTED       NOS
 DJ5178  HISTORY     - 2005     GOOD             NGS
 DJ5178  HISTORY     - 20100603 GOOD             NGS
 DJ5178  HISTORY     - 20150806 GOOD             NGS
 DJ5178  HISTORY     - 2018     GOOD             NOS
 DJ5178  HISTORY     - 20220815 GOOD             NGS
 DJ5178
 DJ5178                          STATION DESCRIPTION
 DJ5178
 DJ5178'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 DJ5178'STATION IS LOCATED ABOUT 18 MI (28.97 KM) SOUTH-SOUTHEAST OF SAULT STE
 DJ5178'MARIE, 5 MI (8.05 KM) SOUTHEAST OF BARBEAU, AND AT THE WEST EDGE OF
 DJ5178'THE SAINT MARYS RIVER, ON PROPERTY OF THE US ARMY CORPS OF ENGINEERS.
 DJ5178'
 DJ5178'TO REACH FROM THE POST OFFICE IN BARBEAU, GO EAST 2.9 MI (4.67 KM) ON
 DJ5178'FIFTEEN MILE ROAD TO THE JUNCTION WITH SCENIC ROAD, THEN TURN RIGHT
 DJ5178'AND GO SOUTH 2.75 MI (4.43 KM) ON SCENIC ROAD TO A LOCKED GATE ON THE
 DJ5178'EAST (LEFT) SIDE OF THE ROAD.  TURN LEFT AND PROCEED EAST THROUGH THE
 DJ5178'GATE 0.15 MI (0.24 KM) ALONG A GRAVEL ROAD TO A SECOND LOCKED GATE.
 DJ5178'CONTINUE EAST THROUGH THE SECOND GATE ON THE US ARMY CORPS OF
 DJ5178'ENGINEERS GRAVEL DRIVEWAY TO THE STATION AT THE EAST END OF A SPIT OF
 DJ5178'LAND KNOWN AS THE LOWER DAM.
 DJ5178'
 DJ5178'THE STATION IS 184 M (603.7 FT) EAST OF THE CENTERLINE OF SCENIC ROAD,
 DJ5178'ABOUT 120 FT (36.6 M) NORTHEAST OF A NOAA WATER LEVEL GAUGE HOUSE,
 DJ5178'32.48 M (106.6 FT) NORTH OF BENCH MARK EMG 1988, 8.32 M (27.3 FT)
 DJ5178'SOUTH OF THE NORTH EDGE OF A WOODEN BULKHEAD AT THE NORTH SIDE OF THE
 DJ5178'PROPERTY, 6.55 M (21.5 FT) WEST OF THE EASTERNMOST BOLLARD ON THE
 DJ5178'NORTH BULKHEAD, 6.4 M (21.0 FT) EAST OF THE SECOND EASTERNMOST BOLLARD
 DJ5178'ON THE NORTH BULKHEAD, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS
 DJ5178'POST.
 DJ5178'
 DJ5178'THE MARK IS SET IN THE TOP OF A CONCRETE FILLED 0.3 M (1.0 FT)
 DJ5178'DIAMETER 3.7 M (12.1 FT) LONG CORRUGATED STEEL PIPE WITH THE CONCRETE
 DJ5178'BASE FLARED OUT 1.2 M (3.9 FT) ON ALL SIDES.
 DJ5178
 DJ5178                          STATION RECOVERY (2010)
 DJ5178
 DJ5178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 DJ5178'RECOVERED AS DESCRIBED.
 DJ5178
 DJ5178                          STATION RECOVERY (2015)
 DJ5178
 DJ5178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 DJ5178'RECOVERED AS DESCRIBED.
 DJ5178
 DJ5178                          STATION RECOVERY (2018)
 DJ5178
 DJ5178'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 DJ5178'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 DJ5178'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.4 MI (2.3 KM)
 DJ5178'NORTH-NORTHWEST OF MUNUSCONG.
 DJ5178'
 DJ5178'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DJ5178'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 DJ5178'KM (2.9 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN
 DJ5178'PROCEED SOUTH ALONG SCENIC RD (RIVER ROAD) FOR 4.43 KM (2.75 MI) TO
 DJ5178'THE LOCKED DOUBLE WIDE GATE AND THE ENTRANCE ON THE LEFT (TO THE NE)
 DJ5178'TO THE CORPS OF ENGINEERS LOWER DAM, THE GRAVEL DRIVE IS JUST ON THE
 DJ5178'NORTH SIDE OF THE ENTRANCE TO THE STATES SIDE RESORT AT 16829 SOUTH
 DJ5178'SCENIC DRIVE, BARBEAU, MI 49710.  AFTER GOING THROUGH THE FIRST GATE
 DJ5178'PROCEED EAST 0.24 KM (0.15 MI) TO THE SECOND LOCKED GATE AND THEN
 DJ5178'CONTINUE ON FOR 0.12 KM (0.07 MI) TO THE NOS FIBERGLASS GAUGE STATION
 DJ5178'ON THE SOUTH SIDE OF THE SPIT OF LAND KNOWN AS THE LOWER DAM, AT THE
 DJ5178'SOUTH END OF THE ROCK CUT CHANNEL, IN THE CENTER AND AT THE END OF THE
 DJ5178'SPIT OF LAND KNOWN AS THE ROCK CUT LOWER DAM.  THE BENCH MARK IS A 12
 DJ5178'INCH (30 CM) DIAMETER CORRUGATED PIPE, 3.7 M (12.1 FT) LONG, FILLED
 DJ5178'WITH CONCRETE, THE CONCRETE BASE IS FLARED OUT FOR APPROXIMATELY 1.2 M
 DJ5178'(3.9 FT) ON ALL SIDES BEING THE HIGHEST POINT ON A BRASS SURVEY DISK
 DJ5178'WITH WITNESS POST.
 DJ5178'
 DJ5178'IT IS 184.1 M (604.0 FT) EAST FROM THE CENTERLINE OF SCENIC ROAD.
 DJ5178'
 DJ5178'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 DJ5178'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 DJ5178'ENGINEERS OFFICE: (906) 635-3477.
 DJ5178
 DJ5178                          STATION RECOVERY (2022)
 DJ5178
 DJ5178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DJ5178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8171 ***********************************************************************
 DR8171  DESIGNATION -  907 6024 C
 DR8171  PID         -  DR8171
 DR8171  STATE/COUNTY-  MI/CHIPPEWA
 DR8171  COUNTRY     -  US
 DR8171  USGS QUAD   -  OAK RIDGE (2017)
 DR8171
 DR8171                         *CURRENT SURVEY CONTROL
 DR8171  ______________________________________________________________________
 DR8171* NAD 83(1986) POSITION- 46 15 50.30   (N) 084 11 32.68   (W)   HD_HELD1
 DR8171* NAVD 88 ORTHO HEIGHT -   177.767 (meters)      583.22  (feet) ADJUSTED
 DR8171  ______________________________________________________________________
 DR8171  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 DR8171  DYNAMIC HEIGHT  -        177.777 (meters)      583.26  (feet) COMP
 DR8171  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DR8171
 DR8171  VERT ORDER      -  SECOND    CLASS I
 DR8171
 DR8171.The horizontal coordinates were determined by differentially corrected
 DR8171.hand held GPS observations or other comparable positioning techniques
 DR8171.and have an estimated accuracy of +/- 3 meters.
 DR8171
 DR8171.The orthometric height was determined by differential leveling and
 DR8171.adjusted by the NATIONAL GEODETIC SURVEY
 DR8171.in July 2022.
 DR8171
 DR8171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8171.GEOID18 height accuracy estimate available here.
 DR8171
 DR8171.Click photographs - Photos may exist for this station.
 DR8171
 DR8171.The dynamic height is computed by dividing the NAVD 88
 DR8171.geopotential number by the normal gravity value computed on the
 DR8171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8171.degrees latitude (g = 980.6199 gals.).
 DR8171
 DR8171.The modeled gravity was interpolated from observed gravity values.
 DR8171
 DR8171;                    North         East    Units  Estimated Accuracy
 DR8171;SPC MI N     -   168,396.4   8,216,382.3     MT  (+/- 3 meters HH1 GPS) 
 DR8171
 DR8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1635827208(NAD 83)
 DR8171
 DR8171                          SUPERSEDED SURVEY CONTROL
 DR8171
 DR8171.No superseded survey control is available for this station.
 DR8171
 DR8171_MARKER: DD = SURVEY DISK
 DR8171_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8171+WITH SETTING: PAVEMENT
 DR8171_SP_SET: 8 X 8 PAD
 DR8171_STAMPING: 6024 C 2001
 DR8171_MARK LOGO: NOS
 DR8171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8171+STABILITY: SURFACE MOTION
 DR8171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8171+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 DR8171
 DR8171  HISTORY     - Date     Condition        Report By
 DR8171  HISTORY     - 2001     MONUMENTED       NOS
 DR8171  HISTORY     - 20170720 GOOD             NOS
 DR8171
 DR8171                          STATION DESCRIPTION
 DR8171
 DR8171'DESCRIBED BY NATIONAL OCEAN SERVICE 2017 (BD)
 DR8171'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8171'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.3 MI (2.1 KM)
 DR8171'NORTH-NORTHWEST OF MUNUSCONG.
 DR8171'
 DR8171'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8171'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 DR8171'KM (2.9 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN
 DR8171'PROCEED SOUTH ALONG SCENIC RD (RIVER RD) FOR 4.43 KM (2.75 MI) TO THE
 DR8171'ENTRANCE OF A LOCKED GATE ON THE EAST SIDE OF THE ROAD, THEN PROCEED
 DR8171'EAST 0.24 KM (0.15 MI) THROUGH A SECOND LOCKED GATE ALONG A GRAVELED
 DR8171'DRIVEWAY OWNED BY THE U.S. ARMY CORPS OF ENGINEERS, SET IN THE CENTER
 DR8171'OF AN 8' X 8' CONCRETE PAD JUST WEST OF THE SECOND GATE.
 DR8171'
 DR8171'IT IS 152.4 M (500.0 FT) EAST FROM THE CENTERLINE OF SCENIC ROAD,
 DR8171'14.32 M (47.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE GATE, 3.56 M
 DR8171'(11.7 FT) NORTH WEST OF THE CENTERLINE OF A DIRT GRAVEL ROAD, 1.40 M
 DR8171'(4.6 FT) SOUTH OF THE NORTH EDGE OF A CONCRETE PAD AND 1.17 M (3.8 FT)
 DR8171'WEST OF THE EAST EDGE OF A CONCRETE PAD.
 DR8171'
 DR8171'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 DR8171'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 DR8171'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8172 ***********************************************************************
 DR8172  DESIGNATION -  907 6024 D
 DR8172  PID         -  DR8172
 DR8172  STATE/COUNTY-  MI/CHIPPEWA
 DR8172  COUNTRY     -  US
 DR8172  USGS QUAD   -  OAK RIDGE (2017)
 DR8172
 DR8172                         *CURRENT SURVEY CONTROL
 DR8172  ______________________________________________________________________
 DR8172* NAD 83(1986) POSITION- 46 15 49.41   (N) 084 11 33.94   (W)   HD_HELD1
 DR8172* NAVD 88 ORTHO HEIGHT -   178.819 (meters)      586.68  (feet) ADJUSTED
 DR8172  ______________________________________________________________________
 DR8172  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 DR8172  DYNAMIC HEIGHT  -        178.828 (meters)      586.70  (feet) COMP
 DR8172  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DR8172
 DR8172  VERT ORDER      -  SECOND    CLASS I
 DR8172
 DR8172.The horizontal coordinates were determined by differentially corrected
 DR8172.hand held GPS observations or other comparable positioning techniques
 DR8172.and have an estimated accuracy of +/- 3 meters.
 DR8172
 DR8172.The orthometric height was determined by differential leveling and
 DR8172.adjusted by the NATIONAL GEODETIC SURVEY
 DR8172.in July 2022.
 DR8172
 DR8172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8172.GEOID18 height accuracy estimate available here.
 DR8172
 DR8172.Click photographs - Photos may exist for this station.
 DR8172
 DR8172.The dynamic height is computed by dividing the NAVD 88
 DR8172.geopotential number by the normal gravity value computed on the
 DR8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8172.degrees latitude (g = 980.6199 gals.).
 DR8172
 DR8172.The modeled gravity was interpolated from observed gravity values.
 DR8172
 DR8172;                    North         East    Units  Estimated Accuracy
 DR8172;SPC MI N     -   168,368.0   8,216,356.3     MT  (+/- 3 meters HH1 GPS) 
 DR8172
 DR8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1633227180(NAD 83)
 DR8172
 DR8172                          SUPERSEDED SURVEY CONTROL
 DR8172
 DR8172.No superseded survey control is available for this station.
 DR8172
 DR8172_MARKER: DD = SURVEY DISK
 DR8172_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8172+WITH SETTING: PAVEMENT
 DR8172_SP_SET: LOADING DOCK
 DR8172_STAMPING: 6024 D 2001
 DR8172_MARK LOGO: NOS
 DR8172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8172+STABILITY: SURFACE MOTION
 DR8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8172+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 DR8172
 DR8172  HISTORY     - Date     Condition        Report By
 DR8172  HISTORY     - 2001     MONUMENTED       NOS
 DR8172  HISTORY     - 20170720 GOOD             NOS
 DR8172
 DR8172                          STATION DESCRIPTION
 DR8172
 DR8172'DESCRIBED BY NATIONAL OCEAN SERVICE 2017 (BD)
 DR8172'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8172'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.3 MI (2.1 KM)
 DR8172'NORTH-NORTHWEST OF MUNUSCONG.
 DR8172'
 DR8172'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8172'POST IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7 KM (2.9
 DR8172'MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN PROCEED SOUTH
 DR8172'ALONG SCENIC RD (RIVER RD) FOR 4.43 KM (2.75 MI) TO THE ENTRANCE OF
 DR8172'AND THROUGH A LOCKED GATE ON THE EAST SIDE OF THE ROAD, THEN PROCEED
 DR8172'EAST ALONG THE GRAVELED ROAD OWNED BY THE U.S. ARMY CORPS OF
 DR8172'ENGINEERS, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 DR8172'LOADING DOCK, BEING THE HIGHEST POINT OF A SURVEY DISK AND 0.49 M (1.6
 DR8172'FT) ABOVE THE GROUND.
 DR8172'
 DR8172'IT IS 107.6 M (353.0 FT) FROM THE CENTERLINE OF SCENIC ROAD, 24.50 M
 DR8172'(80.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 9.11
 DR8172'M (29.9 FT) NORTH OF THE SOUTHEAST CORNER FACE OF THE CONCRETE LOADING
 DR8172'DOCK AND 3.56 M (11.7 FT) EAST OF THE NORTHEAST CORNER OF THE
 DR8172'WAREHOUSE BUILDING.
 DR8172'
 DR8172'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 DR8172'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 DR8172'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8173 ***********************************************************************
 DR8173  DESIGNATION -  907 6024 E
 DR8173  PID         -  DR8173
 DR8173  STATE/COUNTY-  MI/CHIPPEWA
 DR8173  COUNTRY     -  US
 DR8173  USGS QUAD   -  OAK RIDGE (2017)
 DR8173
 DR8173                         *CURRENT SURVEY CONTROL
 DR8173  ______________________________________________________________________
 DR8173* NAD 83(1986) POSITION- 46 15 49.17   (N) 084 11 33.64   (W)   HD_HELD1
 DR8173* NAVD 88 ORTHO HEIGHT -   178.820 (meters)      586.68  (feet) ADJUSTED
 DR8173  ______________________________________________________________________
 DR8173  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 DR8173  DYNAMIC HEIGHT  -        178.829 (meters)      586.71  (feet) COMP
 DR8173  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DR8173
 DR8173  VERT ORDER      -  SECOND    CLASS I
 DR8173
 DR8173.The horizontal coordinates were determined by differentially corrected
 DR8173.hand held GPS observations or other comparable positioning techniques
 DR8173.and have an estimated accuracy of +/- 3 meters.
 DR8173
 DR8173.The orthometric height was determined by differential leveling and
 DR8173.adjusted by the NATIONAL GEODETIC SURVEY
 DR8173.in July 2022.
 DR8173
 DR8173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8173.GEOID18 height accuracy estimate available here.
 DR8173
 DR8173.Click photographs - Photos may exist for this station.
 DR8173
 DR8173.The dynamic height is computed by dividing the NAVD 88
 DR8173.geopotential number by the normal gravity value computed on the
 DR8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8173.degrees latitude (g = 980.6199 gals.).
 DR8173
 DR8173.The modeled gravity was interpolated from observed gravity values.
 DR8173
 DR8173;                    North         East    Units  Estimated Accuracy
 DR8173;SPC MI N     -   168,360.8   8,216,363.0     MT  (+/- 3 meters HH1 GPS) 
 DR8173
 DR8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1633827173(NAD 83)
 DR8173
 DR8173                          SUPERSEDED SURVEY CONTROL
 DR8173
 DR8173.No superseded survey control is available for this station.
 DR8173
 DR8173_MARKER: DD = SURVEY DISK
 DR8173_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8173+WITH SETTING: PAVEMENT
 DR8173_SP_SET: LOADING DOCK
 DR8173_STAMPING: 6024 E 2001
 DR8173_MARK LOGO: NOS
 DR8173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8173+STABILITY: SURFACE MOTION
 DR8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8173+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 DR8173
 DR8173  HISTORY     - Date     Condition        Report By
 DR8173  HISTORY     - 2001     MONUMENTED       NOS
 DR8173  HISTORY     - 20170720 GOOD             NOS
 DR8173
 DR8173                          STATION DESCRIPTION
 DR8173
 DR8173'DESCRIBED BY NATIONAL OCEAN SERVICE 2017 (BD)
 DR8173'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8173'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.3 MI (2.1 KM)
 DR8173'NORTH-NORTHWEST OF MUNUSCONG.
 DR8173'
 DR8173'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8173'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 DR8173'KM (2.9 MI), TO THE INTERSECTION WITH SCENIC ROAD (RIVER RD), THEN
 DR8173'PROCEED SOUTH ALONG SCENIC ROAD (RIVER RD) FOR 4.43 KM (2.75 MI) TO
 DR8173'THE ENTRANCE OF A LOCKED GATE ON THE EAST SIDE OF THE ROAD, THEN
 DR8173'PROCEED EAST ALONG A GRAVELED DRIVEWAY OWNED BY THE U.S. ARMY CORPS OF
 DR8173'ENGINEERS FOR 106.7 M (350.1 FT) SET IN THE SOUTHEAST CORNER OF
 DR8173'CONCRETE LOADING DOCK.
 DR8173'
 DR8173'IT IS 27.0 M (88.6 FT) SOUTHWEST OF THE CENTERLINE OF SECOND SET OF
 DR8173'GATES TO THE LOWER DAM AND GAUGE HOUSE, 14.21 M (46.6 FT) SOUTH OF THE
 DR8173'CENTERLINE OF GRAVEL DRIVEWAY, 3.70 M (12.1 FT) EAST OF THE SOUTHEAST
 DR8173'CORNER OF WAREHOUSE BUILDING AND 0.15 M (0.5 FT) NORTH OF SOUTH EDGE
 DR8173'OF LOADING DOCK, 0.5 M (1.6 FT) ABOVE GROUND.
 DR8173'
 DR8173'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 DR8173'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 DR8173'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5400 ***********************************************************************
 AH5400  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH5400  DESIGNATION -  907 6024 ENG
 AH5400  PID         -  AH5400
 AH5400  STATE/COUNTY-  MI/CHIPPEWA
 AH5400  COUNTRY     -  US
 AH5400  USGS QUAD   -  OAK RIDGE (2017)
 AH5400
 AH5400                         *CURRENT SURVEY CONTROL
 AH5400  ______________________________________________________________________
 AH5400* NAD 83(1994) POSITION- 46 15 51.94113(N) 084 11 27.15993(W)   ADJUSTED
 AH5400* NAVD 88 ORTHO HEIGHT -   178.081 (meters)      584.25  (feet) ADJUSTED
 AH5400  ______________________________________________________________________
 AH5400  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 AH5400  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 AH5400  DYNAMIC HEIGHT  -        178.090 (meters)      584.28  (feet) COMP
 AH5400  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 AH5400
 AH5400  HORZ ORDER      -  THIRD
 AH5400  VERT ORDER      -  SECOND    CLASS I
 AH5400
 AH5400.The horizontal coordinates were established by classical geodetic methods
 AH5400.and adjusted by the National Geodetic Survey in November 1998.
 AH5400
 AH5400.The orthometric height was determined by differential leveling and
 AH5400.adjusted by the NATIONAL GEODETIC SURVEY
 AH5400.in July 2022.
 AH5400
 AH5400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5400.GEOID18 height accuracy estimate available here.
 AH5400
 AH5400.This Water Level Mark is designated as VM 18389
 AH5400.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5400
 AH5400.Click photographs - Photos may exist for this station.
 AH5400
 AH5400.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5400
 AH5400.The dynamic height is computed by dividing the NAVD 88
 AH5400.geopotential number by the normal gravity value computed on the
 AH5400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5400.degrees latitude (g = 980.6199 gals.).
 AH5400
 AH5400.The modeled gravity was interpolated from observed gravity values.
 AH5400
 AH5400. The following values were computed from the NAD 83(1994) position.
 AH5400
 AH5400;                    North         East     Units Scale Factor Converg.
 AH5400;SPC MI N     -   168,451.249 8,216,498.614   MT  0.99990290   +2 01 49.5
 AH5400;SPC MI N     -   552,661.58 26,957,016.45   iFT  0.99990290   +2 01 49.5
 AH5400;UTM  16      - 5,127,263.757   716,474.611   MT  1.00017608   +2 01 49.7
 AH5400
 AH5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5400!SPC MI N     -   0.99997781  x   0.99990290  =   0.99988071
 AH5400!UTM  16      -   0.99997781  x   1.00017608  =   1.00015388
 AH5400
 AH5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1647427263(NAD 83)
 AH5400
 AH5400                          SUPERSEDED SURVEY CONTROL
 AH5400
 AH5400.No superseded survey control is available for this station.
 AH5400
 AH5400_MARKER: DD = SURVEY DISK
 AH5400_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5400_SP_SET: BOLLARD
 AH5400_STAMPING: ENG 1988
 AH5400_MARK LOGO: NOS
 AH5400_PROJECTION: FLUSH
 AH5400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5400+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 AH5400
 AH5400  HISTORY     - Date     Condition        Report By
 AH5400  HISTORY     - 1988     MONUMENTED       NOS
 AH5400  HISTORY     - 20050730 GOOD             NGS
 AH5400  HISTORY     - 20181001 GOOD             NOS
 AH5400
 AH5400                          STATION DESCRIPTION
 AH5400
 AH5400'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5400'THE STATION IS LOCATED ALONG THE WESTERN SHORELINE OF THE WEST NEEBISH
 AH5400'CHANNEL OF THE ST MARYS RIVER AT THE SOUTHEAST PART OF A CORPS OF
 AH5400'ENGINEERS GROIN AND BOAT SLIP.
 AH5400'TO REACH THE STATION FROM BARBEAU GO BY BOAT SE FROM THE RAMP 2.2
 AH5400'MILES TO A CORPS OF ENGINEERS DOCK AND THE STATION.
 AH5400'THE STATION IS A STANDARD NOS DISK STAMPED---ENG 1988---, SET INTO A
 AH5400'DRILL HOLE IN CONCRETE NEAR THE MOST SOUTHEASTERLY BOLLARD.  IT IS
 AH5400'LOCATED 3.19 METERS (10.47 FEET) SW FROM THE OUTSIDE BULKHEAD, 3.26
 AH5400'METERS (10.7 FEET) NE FROM THE SOUTHERLY BOLLARD AND 0.94 METER (3.07
 AH5400'FEET) EAST FROM THE CENTER OF THE MOST SOUTHEASTERLY BOLLARD.
 AH5400'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5400'DESCRIBED BY P B WALBOLT.
 AH5400
 AH5400                          STATION RECOVERY (2005)
 AH5400
 AH5400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH5400'RECOVERED IN GOOD CONDITION.
 AH5400
 AH5400                          STATION RECOVERY (2018)
 AH5400
 AH5400'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 AH5400'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 AH5400'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.4 MI (2.3 KM)
 AH5400'NORTH-NORTHWEST OF MUNUSCONG.
 AH5400'
 AH5400'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 AH5400'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 AH5400'KM (2.9 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN
 AH5400'PROCEED SOUTH ALONG SCENIC RD (RIVER ROAD) FOR 4.43 KM (2.75 MI) TO
 AH5400'THE LOCKED DOUBLE WIDE GATE AND THE ENTRANCE ON THE LEFT (TO THE NE)
 AH5400'TO THE CORPS OF ENGINEERS LOWER DAM, THE GRAVEL DRIVE IS JUST ON THE
 AH5400'NORTH SIDE OF THE ENTRANCE TO THE STATES SIDE RESORT AT 16829 SOUTH
 AH5400'SCENIC DRIVE, BARBEAU, MI 49710.  AFTER GOING THROUGH THE FIRST GATE
 AH5400'PROCEED EAST 0.24 KM (0.15 MI) TO THE SECOND LOCKED GATE AND THEN
 AH5400'CONTINUE ON FOR 0.12 KM (0.07 MI) TO THE NOS FIBERGLASS GAUGE STATION
 AH5400'ON THE SOUTH SIDE OF THE SPIT OF LAND KNOWN AS THE LOWER DAM, AT THE
 AH5400'SOUTH END OF THE ROCK CUT CHANNEL, SET INTO A DRILL HOLE IN CONCRETE
 AH5400'SLAB NEAR THE MOST SOUTHEASTERLY BOLLARD ON SECOND AND MOST EASTERLY
 AH5400'CELL.
 AH5400'
 AH5400'IT IS 184.1 M (604.0 FT) SOUTH FROM THE CENTERLINE OF SCENIC ROAD,
 AH5400'3.05 M (10.0 FT) WEST FROM THE OUTSIDE BULKHEAD AND 0.95 M (3.1 FT)
 AH5400'SOUTHEAST FROM THE MOST SOUTHEASTERLY BOLLARD.
 AH5400'
 AH5400'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 AH5400'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 AH5400'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8174 ***********************************************************************
 DR8174  DESIGNATION -  907 6024 G
 DR8174  PID         -  DR8174
 DR8174  STATE/COUNTY-  MI/CHIPPEWA
 DR8174  COUNTRY     -  US
 DR8174  USGS QUAD   -  OAK RIDGE (2017)
 DR8174
 DR8174                         *CURRENT SURVEY CONTROL
 DR8174  ______________________________________________________________________
 DR8174* NAD 83(1986) POSITION- 46 15 47.2    (N) 084 11 36.7    (W)   HD_HELD2
 DR8174* NAVD 88 ORTHO HEIGHT -   181.716 (meters)      596.18  (feet) ADJUSTED
 DR8174  ______________________________________________________________________
 DR8174  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 DR8174  DYNAMIC HEIGHT  -        181.725 (meters)      596.21  (feet) COMP
 DR8174  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DR8174
 DR8174  VERT ORDER      -  SECOND    CLASS I
 DR8174
 DR8174.The horizontal coordinates were established by autonomous hand held GPS
 DR8174.observations and have an estimated accuracy of +/- 10 meters.
 DR8174
 DR8174.The orthometric height was determined by differential leveling and
 DR8174.adjusted by the NATIONAL GEODETIC SURVEY
 DR8174.in July 2022.
 DR8174
 DR8174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8174.GEOID18 height accuracy estimate available here.
 DR8174
 DR8174.Click photographs - Photos may exist for this station.
 DR8174
 DR8174.The dynamic height is computed by dividing the NAVD 88
 DR8174.geopotential number by the normal gravity value computed on the
 DR8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8174.degrees latitude (g = 980.6199 gals.).
 DR8174
 DR8174.The modeled gravity was interpolated from observed gravity values.
 DR8174
 DR8174;                    North         East    Units  Estimated Accuracy
 DR8174;SPC MI N     -   168,298.    8,216,300.      MT  (+/- 10 meters HH2 GPS)
 DR8174
 DR8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1627527110(NAD 83)
 DR8174
 DR8174                          SUPERSEDED SURVEY CONTROL
 DR8174
 DR8174.No superseded survey control is available for this station.
 DR8174
 DR8174_MARKER: F = FLANGE-ENCASED ROD
 DR8174_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8174_STAMPING: 6024 G 2001
 DR8174_MARK LOGO: NOS
 DR8174_PROJECTION: FLUSH
 DR8174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8174+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 DR8174_ROD/PIPE-DEPTH: 8.5 meters
 DR8174_SLEEVE-DEPTH  : 1.2 meters
 DR8174
 DR8174  HISTORY     - Date     Condition        Report By
 DR8174  HISTORY     - 2001     MONUMENTED       NOS
 DR8174  HISTORY     - 20170720 GOOD             NOS
 DR8174
 DR8174                          STATION DESCRIPTION
 DR8174
 DR8174'DESCRIBED BY NATIONAL OCEAN SERVICE 2017 (BD)
 DR8174'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8174'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.3 MI (2.1 KM)
 DR8174'NORTH-NORTHWEST OF MUNUSCONG.
 DR8174'
 DR8174'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8174'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 DR8174'KM (2.9 MI), TO THE INTERSECTION WITH SCENIC ROAD (RIVER RD), THEN
 DR8174'PROCEED SOUTH ALONG SCENIC RD (RIVER RD) FOR 4.43 KM (2.75 MI) TO THE
 DR8174'ENTRANCE OF A LOCKED GATE ON THE EAST SIDE OF THE ROAD, JUST INSIDE
 DR8174'THE GATE FOR OF THE GRAVEL DRIVEWAY LEADING EAST TO THE U.S. ARMY
 DR8174'CORPS OF ENGINEERS WAREHOUSE AND THE LOWER DAM, ENCASED IN A 5 INCH
 DR8174'(13 CM) PVC SLEEVE WITH ALUMINUM ACCESS COVER AND WITNESS POST.
 DR8174'
 DR8174'IT IS 16.45 M (54.0 FT) NORTH EAST OF THE CENTERLINE OF SCENIC DRIVE,
 DR8174'10.37 M (34.0 FT) EAST-SOUTHEAST OF A FENCE LINE ON THE WEST SIDE OF
 DR8174'THE GRAVEL DRIVEWAY, 8.76 M (28.7 FT) WEST NW OF A FENCE LINE ON THE
 DR8174'EAST SIDE OF THE GRAVEL DRIVEWAY, 8.0 M (26.2 FT) WEST-NORTHWEST OF
 DR8174'POWER POLE NUMBERED "DR2 278" AND 2.96 M (9.7 FT) WEST-NORTHWEST OF
 DR8174'THE CENTERLINE OF THE DRIVEWAY AT THE CENTERLINE OF THE ENTRANCE GATE.
 DR8174'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 DR8174'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 DR8174'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8175 ***********************************************************************
 DR8175  DESIGNATION -  907 6024 H
 DR8175  PID         -  DR8175
 DR8175  STATE/COUNTY-  MI/CHIPPEWA
 DR8175  COUNTRY     -  US
 DR8175  USGS QUAD   -  OAK RIDGE (2017)
 DR8175
 DR8175                         *CURRENT SURVEY CONTROL
 DR8175  ______________________________________________________________________
 DR8175* NAD 83(1986) POSITION- 46 15 53.3    (N) 084 11 44.0    (W)   HD_HELD2
 DR8175* NAVD 88 ORTHO HEIGHT -   184.498 (meters)      605.31  (feet) ADJUSTED
 DR8175  ______________________________________________________________________
 DR8175  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 DR8175  DYNAMIC HEIGHT  -        184.508 (meters)      605.34  (feet) COMP
 DR8175  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 DR8175
 DR8175  VERT ORDER      -  SECOND    CLASS I
 DR8175
 DR8175.The horizontal coordinates were established by autonomous hand held GPS
 DR8175.observations and have an estimated accuracy of +/- 10 meters.
 DR8175
 DR8175.The orthometric height was determined by differential leveling and
 DR8175.adjusted by the NATIONAL GEODETIC SURVEY
 DR8175.in July 2022.
 DR8175
 DR8175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8175.GEOID18 height accuracy estimate available here.
 DR8175
 DR8175.Click photographs - Photos may exist for this station.
 DR8175
 DR8175.The dynamic height is computed by dividing the NAVD 88
 DR8175.geopotential number by the normal gravity value computed on the
 DR8175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8175.degrees latitude (g = 980.6199 gals.).
 DR8175
 DR8175.The modeled gravity was interpolated from observed gravity values.
 DR8175
 DR8175;                    North         East    Units  Estimated Accuracy
 DR8175;SPC MI N     -   168,480.    8,216,137.      MT  (+/- 10 meters HH2 GPS)
 DR8175
 DR8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1611227292(NAD 83)
 DR8175
 DR8175                          SUPERSEDED SURVEY CONTROL
 DR8175
 DR8175.No superseded survey control is available for this station.
 DR8175
 DR8175_MARKER: F = FLANGE-ENCASED ROD
 DR8175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8175_STAMPING: 6024 H 2001
 DR8175_MARK LOGO: NOS
 DR8175_PROJECTION: FLUSH
 DR8175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8175+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2016
 DR8175_ROD/PIPE-DEPTH: 8.5 meters
 DR8175_SLEEVE-DEPTH  : 1.2 meters
 DR8175
 DR8175  HISTORY     - Date     Condition        Report By
 DR8175  HISTORY     - 2001     MONUMENTED       NOS
 DR8175  HISTORY     - 20160919 GOOD             NOS
 DR8175
 DR8175                          STATION DESCRIPTION
 DR8175
 DR8175'DESCRIBED BY NATIONAL OCEAN SERVICE 2016 (BD)
 DR8175'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8175'1.8 MI (2.9 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.4 MI (2.3 KM)
 DR8175'NORTH-NORTHWEST OF MUNUSCONG.
 DR8175'
 DR8175'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8175'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 DR8175'KM (2.9 MI), TO THE INTERSECTION WITH SCENIC ROAD (RIVER RD), THEN
 DR8175'PROCEED SOUTH ALONG S. SCENIC ROAD (RIVER RD) FOR 2.57 KM (1.60 MI) TO
 DR8175'BENCH MARK ON EAST SIDE OF THE ROAD, ENCASED IN A 5 INCH (13 CM) PVC
 DR8175'SLEEVE WITH ALUMINUM ACCESS LID AND WITNESS POST.
 DR8175'
 DR8175'IT IS 20.0 M (65.6 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY AT
 DR8175'ENTRANCE TO 16629 S SCENIC ROAD, 19.80 M (65.0 FT) NORTH OF THE
 DR8175'CENTERLINE OF THE DRIVEWAY ENTRANCE TO RESIDENCE 16655, 6.95 M (22.8
 DR8175'FT) EAST OF THE CENTERLINE OF SCENIC DRIVE, 3.46 M (11.4 FT) SOUTH OF
 DR8175'A THE CENTERLINE OF POWER POLE NUMBER "DR2-275" AND 1.10 M (3.6 FT)
 DR8175'WEST OF A NORTH SOUTH CHAIN LINKED FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0176 ***********************************************************************
 RJ0176  DESIGNATION -  907 6024 SM 24
 RJ0176  PID         -  RJ0176
 RJ0176  STATE/COUNTY-  MI/CHIPPEWA
 RJ0176  COUNTRY     -  US
 RJ0176  USGS QUAD   -  OAK RIDGE (2017)
 RJ0176
 RJ0176                         *CURRENT SURVEY CONTROL
 RJ0176  ______________________________________________________________________
 RJ0176* NAD 83(1986) POSITION- 46 15 50.0    (N) 084 11 34.0    (W)   HD_HELD2
 RJ0176* NAVD 88 ORTHO HEIGHT -   177.285 (meters)      581.64  (feet) ADJUSTED
 RJ0176  ______________________________________________________________________
 RJ0176  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 RJ0176  DYNAMIC HEIGHT  -        177.294 (meters)      581.67  (feet) COMP
 RJ0176  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 RJ0176
 RJ0176  VERT ORDER      -  SECOND    CLASS I
 RJ0176
 RJ0176.The horizontal coordinates were established by autonomous hand held GPS
 RJ0176.observations and have an estimated accuracy of +/- 10 meters.
 RJ0176
 RJ0176.The orthometric height was determined by differential leveling and
 RJ0176.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0176.in July 2022.
 RJ0176
 RJ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0176.GEOID18 height accuracy estimate available here.
 RJ0176
 RJ0176.Click photographs - Photos may exist for this station.
 RJ0176
 RJ0176.The dynamic height is computed by dividing the NAVD 88
 RJ0176.geopotential number by the normal gravity value computed on the
 RJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0176.degrees latitude (g = 980.6199 gals.).
 RJ0176
 RJ0176.The modeled gravity was interpolated from observed gravity values.
 RJ0176
 RJ0176;                    North         East    Units  Estimated Accuracy
 RJ0176;SPC MI N     -   168,386.    8,216,354.      MT  (+/- 10 meters HH2 GPS)
 RJ0176
 RJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1633027198(NAD 83)
 RJ0176
 RJ0176                          SUPERSEDED SURVEY CONTROL
 RJ0176
 RJ0176.No superseded survey control is available for this station.
 RJ0176
 RJ0176_MARKER: DD = SURVEY DISK
 RJ0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RJ0176_STAMPING: SM 24 1934
 RJ0176_MARK LOGO: USLS
 RJ0176_PROJECTION: FLUSH
 RJ0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0176+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 RJ0176
 RJ0176  HISTORY     - Date     Condition        Report By
 RJ0176  HISTORY     - UNK      MONUMENTED       USLS
 RJ0176  HISTORY     - 1969     GOOD             CGS
 RJ0176  HISTORY     - 20170720 GOOD             NOS
 RJ0176
 RJ0176                          STATION DESCRIPTION
 RJ0176
 RJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RJ0176'3 MI E FROM BARBEAU.
 RJ0176'3.0 MILES EAST ALONG THE NEEBISH ROAD FROM THE POST OFFICE AT
 RJ0176'BARBEAU, CHIPPEWA COUNTY, ON THE WEST SIDE OF ST. MARYS RIVER,
 RJ0176'56 FEET FROM THE WATERS EDGE, AT THE LOWER DAM OF THE WEST
 RJ0176'NEEBISH ROCK CUT, 79 FEET NORTH OF THE ROAD TO THE DAM, IN A
 RJ0176'SMALL CLEARING, AND 25 FEET INSIDE THE EDGE OF BRUSH.  A UNITED
 RJ0176'STATES LAKE SURVEY STANDARD DISK, SET IN THE TOP OF A 3-INCH
 RJ0176'IRON PIPE FILLED WITH CONCRETE.
 RJ0176
 RJ0176                          STATION RECOVERY (2017)
 RJ0176
 RJ0176'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2017 (BD)
 RJ0176'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BARBEAU,
 RJ0176'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF OAK RIDGE AND 1.3 MI (2.1 KM)
 RJ0176'NORTH-NORTHWEST OF MUNUSCONG.
 RJ0176'
 RJ0176'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 RJ0176'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 RJ0176'KM (2.9 MI) TO THE INTERSECTION WITH SCENIC ROAD (RIVER RD), THEN
 RJ0176'PROCEED SOUTH ALONG SCENIC ROAD (RIVER RD) FOR 4.43 KM (2.75 MI) TO
 RJ0176'THE ENTRANCE OF A LOCKED GATE ON THE EAST SIDE OF THE ROAD, THEN
 RJ0176'PROCEED EAST 113.4 M (372.0 FT) ALONG A GRAVELED DRIVEWAY LEADING TO
 RJ0176'THE LOWER DAM FOR THE ROCK CUT CHANNEL, OWNED BY THE U.S. ARMY CORPS
 RJ0176'OF ENGINEERS, BEING A BRONZE DISK IN THE TOP OF A 3-INCH (8 CM) PIPE
 RJ0176'FILLED WITH CONCRETE, WITH WITNESS POST.
 RJ0176'
 RJ0176'IT IS 24.1 M (79.1 FT) NORTH WEST OF THE CENTERLINE OF THE GRAVEL
 RJ0176'DRIVEWAY, 16.52 M (54.2 FT) NORTHWEST OF A EAST WEST FENCE LINE, 11.58
 RJ0176'M (38.0 FT) SOUTH WEST OF THE WATERS EDGE AND 2.95 M (9.7 FT) WEST OF
 RJ0176'A ROCK MOUND/BED ALONG THE SHORELINE, IN A LOW WETLANDS TYPE AREA,
 RJ0176'JUST OUTSIDE THE FENCED IN USACE PROPERTY.
 RJ0176'
 RJ0176'NOTE: TO ACCESS THIS AREA ONE MUST CONTACT THE CHIEF, ST MARYS RIVER
 RJ0176'SECTION, ST. MARYS FALLS CANAL, DETROIT DISTRICT, U.S. ARMY CORPS OF
 RJ0176'ENGINEERS OFFICE: (906) 635-3477.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9581 ***********************************************************************
 DQ9581  DESIGNATION -  907 6027 C
 DQ9581  PID         -  DQ9581
 DQ9581  STATE/COUNTY-  MI/CHIPPEWA
 DQ9581  COUNTRY     -  US
 DQ9581  USGS QUAD   -  OAK RIDGE (2017)
 DQ9581
 DQ9581                         *CURRENT SURVEY CONTROL
 DQ9581  ______________________________________________________________________
 DQ9581* NAD 83(2011) POSITION- 46 17 07.24242(N) 084 12 27.55694(W)   ADJUSTED
 DQ9581* NAD 83(2011) ELLIP HT-   141.278 (meters)        (09/20/18)   ADJUSTED
 DQ9581* NAD 83(2011) EPOCH   -  2010.00
 DQ9581* NAVD 88 ORTHO HEIGHT -   177.819 (meters)      583.39  (feet) ADJUSTED
 DQ9581  ______________________________________________________________________
 DQ9581  GEOID HEIGHT    -        -36.503 (meters)                     GEOID18
 DQ9581  NAD 83(2011) X  -    445,631.977 (meters)                     COMP
 DQ9581  NAD 83(2011) Y  - -4,393,002.568 (meters)                     COMP
 DQ9581  NAD 83(2011) Z  -  4,587,325.426 (meters)                     COMP
 DQ9581  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 DQ9581  DYNAMIC HEIGHT  -        177.828 (meters)      583.42  (feet) COMP
 DQ9581  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DQ9581
 DQ9581  VERT ORDER      -  SECOND    CLASS I
 DQ9581
 DQ9581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9581  Standards:
 DQ9581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9581  -------------------------------------------------------------------
 DQ9581  NETWORK    0.30   0.55           0.13   0.11   0.28     -0.01824906
 DQ9581  -------------------------------------------------------------------
 DQ9581  Click here for local accuracies and other accuracy information.
 DQ9581
 DQ9581.The horizontal coordinates were established by GPS observations
 DQ9581.and adjusted by the National Geodetic Survey in September 2018.
 DQ9581
 DQ9581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9581.been affixed to the stable North American tectonic plate. See 
 DQ9581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9581
 DQ9581.The horizontal coordinates are valid at the epoch date displayed above
 DQ9581.which is a decimal equivalence of Year/Month/Day.
 DQ9581
 DQ9581.The orthometric height was determined by differential leveling and
 DQ9581.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9581.in June 2022.
 DQ9581
 DQ9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9581.GEOID18 height accuracy estimate available here.
 DQ9581
 DQ9581.Click photographs - Photos may exist for this station.
 DQ9581
 DQ9581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9581
 DQ9581.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9581
 DQ9581.The ellipsoidal height was determined by GPS observations
 DQ9581.and is referenced to NAD 83.
 DQ9581
 DQ9581.The dynamic height is computed by dividing the NAVD 88
 DQ9581.geopotential number by the normal gravity value computed on the
 DQ9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9581.degrees latitude (g = 980.6199 gals.).
 DQ9581
 DQ9581.The modeled gravity was interpolated from observed gravity values.
 DQ9581
 DQ9581. The following values were computed from the NAD 83(2011) position.
 DQ9581
 DQ9581;                    North         East     Units Scale Factor Converg.
 DQ9581;SPC MI N     -   170,728.964 8,215,124.277   MT  0.99990283   +2 01 05.8
 DQ9581;SPC MI N     -   560,134.40 26,952,507.47   iFT  0.99990283   +2 01 05.8
 DQ9581;UTM  16      - 5,129,542.076   715,099.886   MT  1.00016879   +2 01 08.6
 DQ9581
 DQ9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9581!SPC MI N     -   0.99997785  x   0.99990283  =   0.99988069
 DQ9581!UTM  16      -   0.99997785  x   1.00016879  =   1.00014664
 DQ9581
 DQ9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1509929542(NAD 83)
 DQ9581
 DQ9581|---------------------------------------------------------------------|
 DQ9581| PID    Reference Object                     Distance      Geod. Az  |
 DQ9581|                                                           dddmmss.s |
 DQ9581| DK2656 NEEBISH ISLAND CORS ARP             182.504 METERS 24435     |
 DQ9581|---------------------------------------------------------------------|
 DQ9581
 DQ9581                          SUPERSEDED SURVEY CONTROL
 DQ9581
 DQ9581  NAVD 88 (09/20/18)  177.80   (m)  GEOID12B model used  GPS OBS        
 DQ9581
 DQ9581.Superseded values are not recommended for survey control.
 DQ9581
 DQ9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9581.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9581
 DQ9581_MARKER: DJ = TIDAL STATION DISK
 DQ9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9581_SP_SET: MASSIVE CONCRETE POST
 DQ9581_STAMPING: 6027 C 2006
 DQ9581_MARK LOGO: NOS
 DQ9581_PROJECTION: FLUSH
 DQ9581_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9581+STABILITY: SURFACE MOTION
 DQ9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9581+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DQ9581
 DQ9581  HISTORY     - Date     Condition        Report By
 DQ9581  HISTORY     - UNK      MONUMENTED       NOS
 DQ9581  HISTORY     - 20150804 GOOD             NGS
 DQ9581  HISTORY     - 20181004 GOOD             NOS
 DQ9581  HISTORY     - 20220729 GOOD             CO-OPS
 DQ9581  HISTORY     - 20220815 GOOD             NGS
 DQ9581
 DQ9581                          STATION DESCRIPTION
 DQ9581
 DQ9581'DESCRIBED BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 DQ9581'THE STATION IS LOCATED 25.7 KM (16.0 MI) SOUTH-SOUTHEAST OF SAULT STE
 DQ9581'MARIE, 18.5 KM (11.5 MI) NORTH-NORTHEAST OF PICKFORD, 5.6 KM (3.5 MI)
 DQ9581'EAST OF BARBEAU AND ON NEEBISH ISLAND.
 DQ9581'
 DQ9581'TO REACH FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE POST
 DQ9581'OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD FOR 4.50 KM (2.80
 DQ9581'MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN PROCEED SOUTH
 DQ9581'ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN ASPHALT ROAD ON THE EAST
 DQ9581'SIDE OF SCENIC ROAD LEADING TO THE NEEBISH ISLAND FERRY LANDING, THEN
 DQ9581'PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD FOR 0.24 KM (0.15 MI) TO THE
 DQ9581'FERRY LANDING, THEN PROCEED ACROSS THE ST MARYS RIVER ON THE FERRY TO
 DQ9581'NEEBISH ISLAND.  THEN PROCEED 0.1 MI (0.2 KM) EAST-NORTHEAST ALONG
 DQ9581'FERRY ROAD TO THE STATION ON THE NORTH SIDE OF FERRY ROAD AT ITS
 DQ9581'INTERSECTION WITH UNMARKED DIRT SERVICE DRIVE.
 DQ9581'
 DQ9581'THE STATION IS LOCATED 8.00 M (26.2 FT) WEST-NORTHWEST OF THE
 DQ9581'CENTERLINE OF FERRY ROAD, 3.45 M (11.3 FT) SOUTH OF POWER POLE WQC TMC
 DQ9581'SPSKH 3-90 5-40, 3.10 M (10.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DQ9581'AN UNMARKED DIRT SERVICE DRIVE, 0.27 M (0.9 FT) SOUTH OF A WITNESS
 DQ9581'POST.  THE BENCH MARK IS SET IN THE TOP OF A 5.5O' X 2.0' DEEP
 DQ9581'CONCRETE MONUMENT ENCASED IN 2.0 FT (0.6 M) DIAMETER PVC PIPE.  THE
 DQ9581'WITNESS POST SET IN THE CONCRETE MONUMENT.
 DQ9581
 DQ9581                          STATION RECOVERY (2018)
 DQ9581
 DQ9581'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DQ9581'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 DQ9581'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 DQ9581'OF THE TOWN OF BARBEAU, MICHIGAN.
 DQ9581'
 DQ9581'TO REACH ON NEEBISH ISLAND FROM THE INTERSECTION OF FIFTEEN MILE ROAD
 DQ9581'AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD FOR
 DQ9581'4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD), THEN
 DQ9581'PROCEED SOUTH ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN ASPHALT ROAD
 DQ9581'ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH ISLAND FERRY
 DQ9581'LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD FOR 0.24 KM
 DQ9581'(0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST MARYS RIVER
 DQ9581'ON THE FERRY TO NEEBISH ISLAND.  THEN PROCEED 0.1 MI (0.2 KM)
 DQ9581'EAST-NORTHEAST ALONG FERRY ROAD ON THE NORTH SIDE OF FERRY ROAD AT ITS
 DQ9581'INTERSECTION WITH UNMARKED DIRT SERVICE DRIVE, SET IN THE TOP OF A
 DQ9581'MASSIVE 5.5O FT (1.7 M) DEEP AND 2.0 FT (0.6 M) ROUND CONCRETE
 DQ9581'MONUMENT ENCASED IN 2.0 FT (0.6 M) DIAMETER PVC PIPE.  THE WITNESS
 DQ9581'POST WAS SET IN THE CONCRETE MONUMENT.
 DQ9581'
 DQ9581'IT IS 8.00 M (26.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF FERRY ROAD,
 DQ9581'3.45 M (11.3 FT) SOUTH OF POWER POLE WQC TMC SPSKH 3-90 5-40, 3.10 M
 DQ9581'(10.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF AN UNMARKED DIRT
 DQ9581'SERVICE DR AND 0.27 M (0.9 FT) SOUTH OF A WITNESS POST.
 DQ9581
 DQ9581                          STATION RECOVERY (2022)
 DQ9581
 DQ9581'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DQ9581'RECOVERED IN GOOD CONDITION.
 DQ9581
 DQ9581                          STATION RECOVERY (2022)
 DQ9581
 DQ9581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ9581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8022 ***********************************************************************
 DR8022  DESIGNATION -  907 6027 D
 DR8022  PID         -  DR8022
 DR8022  STATE/COUNTY-  MI/CHIPPEWA
 DR8022  COUNTRY     -  US
 DR8022  USGS QUAD   -  OAK RIDGE (2017)
 DR8022
 DR8022                         *CURRENT SURVEY CONTROL
 DR8022  ______________________________________________________________________
 DR8022* NAD 83(1986) POSITION- 46 17 17.6    (N) 084 12 28.3    (W)   HD_HELD2
 DR8022* NAVD 88 ORTHO HEIGHT -   178.786 (meters)      586.57  (feet) ADJUSTED
 DR8022  ______________________________________________________________________
 DR8022  GEOID HEIGHT    -        -36.506 (meters)                     GEOID18
 DR8022  DYNAMIC HEIGHT  -        178.796 (meters)      586.60  (feet) COMP
 DR8022  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DR8022
 DR8022  VERT ORDER      -  SECOND    CLASS I
 DR8022
 DR8022.The horizontal coordinates were established by autonomous hand held GPS
 DR8022.observations and have an estimated accuracy of +/- 10 meters.
 DR8022
 DR8022.The orthometric height was determined by differential leveling and
 DR8022.adjusted by the NATIONAL GEODETIC SURVEY
 DR8022.in June 2022.
 DR8022
 DR8022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8022.GEOID18 height accuracy estimate available here.
 DR8022
 DR8022.Click photographs - Photos may exist for this station.
 DR8022
 DR8022.The dynamic height is computed by dividing the NAVD 88
 DR8022.geopotential number by the normal gravity value computed on the
 DR8022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8022.degrees latitude (g = 980.6199 gals.).
 DR8022
 DR8022.The modeled gravity was interpolated from observed gravity values.
 DR8022
 DR8022;                    North         East    Units  Estimated Accuracy
 DR8022;SPC MI N     -   171,048.    8,215,097.      MT  (+/- 10 meters HH2 GPS)
 DR8022
 DR8022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1507229861(NAD 83)
 DR8022
 DR8022                          SUPERSEDED SURVEY CONTROL
 DR8022
 DR8022.No superseded survey control is available for this station.
 DR8022
 DR8022_MARKER: F = FLANGE-ENCASED ROD
 DR8022_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8022_STAMPING: 6027 D 2006
 DR8022_MARK LOGO: NGS
 DR8022_PROJECTION: RECESSED 1 CENTIMETERS
 DR8022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR8022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8022+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 DR8022_ROD/PIPE-DEPTH: 13.1 meters
 DR8022_SLEEVE-DEPTH  : 1.37 meters
 DR8022
 DR8022  HISTORY     - Date     Condition        Report By
 DR8022  HISTORY     - 2006     MONUMENTED       NOS
 DR8022  HISTORY     - 20181004 GOOD             NOS
 DR8022  HISTORY     - 20220729 GOOD             CO-OPS
 DR8022
 DR8022                          STATION DESCRIPTION
 DR8022
 DR8022'DESCRIBED BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DR8022'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 DR8022'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 DR8022'OF THE TOWN OF BARBEAU, MICHIGAN.
 DR8022'
 DR8022'TO REACH FROM NEEBISH ISLAND FROM THE INTERSECTION OF FIFTEEN MILE
 DR8022'ROAD AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD
 DR8022'FOR 4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD),
 DR8022'THEN PROCEED SOUTH ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN ASPHALT
 DR8022'ROAD ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH ISLAND
 DR8022'FERRY LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD FOR 0.24
 DR8022'KM (0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST MARYS
 DR8022'RIVER ON THE FERRY TO NEEBISH ISLAND.  THEN PROCEED 0.35 MI (0.56 KM)
 DR8022'EAST-NORTHEAST ALONG FERRY ROAD TO ITS INTERSECTION WITH FIFTEEN MILE
 DR8022'ROAD, THEN PROCEED WEST-NORTHWEST ALONG FIFTEEN MILE ROAD FOR
 DR8022'APPROXIMATELY 0.1 MI (0.2 KM) ON THE NORTH SIDE OF FIFTEEN MILE ROAD,
 DR8022'ON EAST SIDE OF PRIVATE RESIDENCE (HOUSE NUMBER 7487) DRIVEWAY, A
 DR8022'STAINLESS STEEL ROD DRIVEN 13.1 M (43.0 FT) WITH A 1.37 M (4.5 FT)
 DR8022'GREASED FILLED SLEEVE ENCASED IN A 5 INCH (13 CM) PVC SLEEVE WITH
 DR8022'ALUMINUM ACCESS LID, ROD AND SLEEVE ARE ENCASED (PROTECTED) BY A
 DR8022'CONCRETE FILLED SLEEVE THAT IS 5.50 FT (1.7 M) DEEP BY 2.0 FT (0.6 M)
 DR8022'ROUND AND ENCASED BY A PVC PIPE.
 DR8022'
 DR8022'IT IS 23.41 M (76.8 FT) EAST OF AN UNMARKED POWER POLE, 15.50 M (50.9
 DR8022'FT) WEST OF AN UNMARKED POWER POLE WITH TRANSFORMER AND GUY WIRES,
 DR8022'6.39 M (21.0 FT) NORTH OF THE CENTERLINE OF FIFTEEN MILE ROAD AND 0.45
 DR8022'M (1.5 FT) SOUTH OF A WITNESS POST SET IN THE CONCRETE MONUMENT.
 DR8022'
 DR8022'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR8022
 DR8022                          STATION RECOVERY (2022)
 DR8022
 DR8022'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DR8022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0186 ***********************************************************************
 RJ0186  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0186  DESIGNATION -  907 6027 DOCK
 RJ0186  PID         -  RJ0186
 RJ0186  STATE/COUNTY-  MI/CHIPPEWA
 RJ0186  COUNTRY     -  US
 RJ0186  USGS QUAD   -  OAK RIDGE (2017)
 RJ0186
 RJ0186                         *CURRENT SURVEY CONTROL
 RJ0186  ______________________________________________________________________
 RJ0186* NAD 83(1986) POSITION- 46 17 18.6    (N) 084 12 36.2    (W)   HD_HELD2
 RJ0186* NAVD 88 ORTHO HEIGHT -   178.070 (meters)      584.22  (feet) ADJUSTED
 RJ0186  ______________________________________________________________________
 RJ0186  GEOID HEIGHT    -        -36.504 (meters)                     GEOID18
 RJ0186  DYNAMIC HEIGHT  -        178.079 (meters)      584.25  (feet) COMP
 RJ0186  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ0186
 RJ0186  VERT ORDER      -  FIRST     CLASS 0
 RJ0186
 RJ0186.The horizontal coordinates were established by autonomous hand held GPS
 RJ0186.observations and have an estimated accuracy of +/- 10 meters.
 RJ0186
 RJ0186.The orthometric height was determined by differential leveling and
 RJ0186.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0186.in June 1991.
 RJ0186
 RJ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0186.GEOID18 height accuracy estimate available here.
 RJ0186
 RJ0186.This Water Level Mark is designated as VM 18380
 RJ0186.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0186
 RJ0186.Click photographs - Photos may exist for this station.
 RJ0186
 RJ0186.The dynamic height is computed by dividing the NAVD 88
 RJ0186.geopotential number by the normal gravity value computed on the
 RJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0186.degrees latitude (g = 980.6199 gals.).
 RJ0186
 RJ0186.The modeled gravity was interpolated from observed gravity values.
 RJ0186
 RJ0186;                    North         East    Units  Estimated Accuracy
 RJ0186;SPC MI N     -   171,073.    8,214,927.      MT  (+/- 10 meters HH2 GPS)
 RJ0186
 RJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1490229886(NAD 83)
 RJ0186
 RJ0186                          SUPERSEDED SURVEY CONTROL
 RJ0186
 RJ0186  NGVD 29 (??/??/92)  178.144  (m)          584.46   (f) ADJ UNCH    1 0
 RJ0186
 RJ0186.Superseded values are not recommended for survey control.
 RJ0186
 RJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0186.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0186
 RJ0186_MARKER: DR = REFERENCE MARK DISK
 RJ0186_SETTING: 80 = SET IN A BOULDER
 RJ0186_STAMPING: DOCK USLS 69
 RJ0186_MARK LOGO: USLS
 RJ0186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0186+STABILITY: SURFACE MOTION
 RJ0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0186+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 RJ0186
 RJ0186  HISTORY     - Date     Condition        Report By
 RJ0186  HISTORY     - 1969     MONUMENTED       USLS
 RJ0186  HISTORY     - 1969     GOOD             USLS
 RJ0186  HISTORY     - 1983     GOOD             NGS
 RJ0186  HISTORY     - 20181004 GOOD             NOS
 RJ0186  HISTORY     - 20220729 GOOD             CO-OPS
 RJ0186
 RJ0186                          STATION DESCRIPTION
 RJ0186
 RJ0186'DESCRIBED BY US LAKE SURVEY 1969
 RJ0186'AT NEEBISH ISLAND.
 RJ0186'DOCK IS ON EAST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN,
 RJ0186'ABOUT 265 FEET EAST OF NEEBISH ISLAND FERRY DOCK, 107.7 FEET
 RJ0186'SOUTH OF UTILITY POLE USCG NO. 7, 96.3 FEET SOUTH-SOUTHWEST
 RJ0186'OF FLAGPOLE IN FRONT OF LAITINEWS GROCERY STORE, 74.9 FEET
 RJ0186'WEST-NORTHWEST OF A UTILITY POLE, 46 FEET WEST OF CENTERLINE
 RJ0186'OF 15 MILE ROAD, 4.6 FEET WEST OF UTILITY POLE NEZ-5/2, FLUSH
 RJ0186'WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 RJ0186'CENTER OF BRONZE DISC SET INTO BOULDER.
 RJ0186
 RJ0186                          STATION RECOVERY (1983)
 RJ0186
 RJ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0186'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN OAK RIDGE
 RJ0186'ON THE WEST SIDE OF NEEBISH ISLAND AT THE NEEBISH ISLAND FERRY LANDING
 RJ0186'AREA, ON THE PROPERTY OF MR. TOYBO LAITINEW, SET IN TOP OF A 3 BY 2
 RJ0186'FOOT EMBEDDED BOULDER, 14.0 METERS (46.0 FT) SOUTH-SOUTHWEST OF THE
 RJ0186'APPROXIMATE CENTER OF 15 MILE ROAD, 32.8 METERS (107.7 FT) SOUTH OF
 RJ0186'UTILITY POLE USCG NUMBER 7, 29.4 METERS (96.3 FT) SOUTH-SOUTHWEST OF A
 RJ0186'FLAGPOLE IN THE WEST LAWN OF MR. LAITINEWS RESIDENCE, 22.8 METERS
 RJ0186'(74.9 FT) WEST-NORTHWEST OF A UTILITY POLE, AND 1.4 METERS (4.6 FT)
 RJ0186'WEST OF UTILITY POLE NUMBER NE2 52 WITH TWO GUY WIRES.
 RJ0186'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0186
 RJ0186                          STATION RECOVERY (2018)
 RJ0186
 RJ0186'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0186'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 RJ0186'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 RJ0186'OF THE TOWN OF BARBEAU, MICHIGAN.
 RJ0186'
 RJ0186'TO REACH FROM NEEBISH ISLAND FROM THE INTERSECTION OF FIFTEEN MILE
 RJ0186'ROAD AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD
 RJ0186'FOR 4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER RD),
 RJ0186'THEN PROCEED SOUTH ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN ASPHALT
 RJ0186'ROAD ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH ISLAND
 RJ0186'FERRY LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD FOR 0.24
 RJ0186'KM (0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST MARYS
 RJ0186'RIVER ON THE FERRY TO NEEBISH ISLAND, THEN PROCEED 0.35 MI (0.56 KM)
 RJ0186'EAST-NORTHEAST ALONG FERRY ROAD TO ITS INTERSECTION WITH FIFTEEN MILE
 RJ0186'ROAD, THEN PROCEED WEST-NORTHWEST ALONG FIFTEEN MILE ROAD FOR
 RJ0186'APPROXIMATELY 0.3 MI (0.5 KM) TO BENCH MARK SET IN BOULDER ON SOUTH
 RJ0186'SIDE OF FIFTEEN MILE ROAD, IN THE AREA OF THE OLD FERRY LANDING, SET
 RJ0186'IN THE TOP OF A 3' X 2' EMBEDDED BOULDER SLIGHTLY ABOVE GROUND LEVEL.
 RJ0186'
 RJ0186'IT IS 28.70 M (94.2 FT) SOUTH OF BENCH MARK E 297, 13.40 M (44.0 FT)
 RJ0186'SOUTH-SOUTHWEST OF THE APPROXIMATELY CENTER OF FIFTEEN MILE ROAD, 1.29
 RJ0186'M (4.2 FT) WEST OF UNMARKED POWER POLE WITH TRANSFORMER AND GUY WIRES
 RJ0186'AND O.68 METERS EAST OF A WITNESS POST.
 RJ0186
 RJ0186                          STATION RECOVERY (2022)
 RJ0186
 RJ0186'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8023 ***********************************************************************
 DR8023  DESIGNATION -  907 6027 WEST NEEBISH
 DR8023  PID         -  DR8023
 DR8023  STATE/COUNTY-  MI/CHIPPEWA
 DR8023  COUNTRY     -  US
 DR8023  USGS QUAD   -  OAK RIDGE (2017)
 DR8023
 DR8023                         *CURRENT SURVEY CONTROL
 DR8023  ______________________________________________________________________
 DR8023* NAD 83(1986) POSITION- 46 17 04.80   (N) 084 12 35.07   (W)   HD_HELD1
 DR8023* NAVD 88 ORTHO HEIGHT -   177.836 (meters)      583.45  (feet) ADJUSTED
 DR8023  ______________________________________________________________________
 DR8023  GEOID HEIGHT    -        -36.500 (meters)                     GEOID18
 DR8023  DYNAMIC HEIGHT  -        177.846 (meters)      583.48  (feet) COMP
 DR8023  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DR8023
 DR8023  VERT ORDER      -  SECOND    CLASS I
 DR8023
 DR8023.The horizontal coordinates were determined by differentially corrected
 DR8023.hand held GPS observations or other comparable positioning techniques
 DR8023.and have an estimated accuracy of +/- 3 meters.
 DR8023
 DR8023.The orthometric height was determined by differential leveling and
 DR8023.adjusted by the NATIONAL GEODETIC SURVEY
 DR8023.in June 2022.
 DR8023
 DR8023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8023.GEOID18 height accuracy estimate available here.
 DR8023
 DR8023.Click photographs - Photos may exist for this station.
 DR8023
 DR8023.The dynamic height is computed by dividing the NAVD 88
 DR8023.geopotential number by the normal gravity value computed on the
 DR8023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8023.degrees latitude (g = 980.6199 gals.).
 DR8023
 DR8023.The modeled gravity was interpolated from observed gravity values.
 DR8023
 DR8023;                    North         East    Units  Estimated Accuracy
 DR8023;SPC MI N     -   170,647.9   8,214,966.2     MT  (+/- 3 meters HH1 GPS) 
 DR8023
 DR8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1494129461(NAD 83)
 DR8023
 DR8023                          SUPERSEDED SURVEY CONTROL
 DR8023
 DR8023.No superseded survey control is available for this station.
 DR8023
 DR8023_MARKER: DB = BENCH MARK DISK
 DR8023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR8023_SP_SET: ROHN TOWER BASE
 DR8023_STAMPING: WEST NEEBISH 2006
 DR8023_MARK LOGO: NOS
 DR8023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR8023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8023+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2023
 DR8023
 DR8023  HISTORY     - Date     Condition        Report By
 DR8023  HISTORY     - 2006     MONUMENTED       NOS
 DR8023  HISTORY     - 20181004 GOOD             NOS
 DR8023  HISTORY     - 20220729 GOOD             CO-OPS
 DR8023  HISTORY     - 20230914 GOOD             WILWRK
 DR8023
 DR8023                          STATION DESCRIPTION
 DR8023
 DR8023'DESCRIBED BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DR8023'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 DR8023'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 DR8023'OF THE TOWN OF BARBEAU, MICHIGAN.
 DR8023'
 DR8023'TO REACH ON NEEBISH ISLAND FROM THE INTERSECTION OF FIFTEEN MILE ROAD
 DR8023'AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD FOR
 DR8023'4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD ( RIVER RD), THEN
 DR8023'PROCEED SOUTH ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN ASPHALT ROAD
 DR8023'ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH ISLAND FERRY
 DR8023'LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD FOR 0.24 KM
 DR8023'(0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST MARY'S
 DR8023'RIVER ON FERRY TO NEEBISH ISLAND SET IN THE CONCRETE BASE FOR THE ROHN
 DR8023'METEOROLOGICAL TOWER AT THE NOAA WATER LEVEL GAUGING STATION LOCATED
 DR8023'NEAR THE WATERS EDGE, ON SE SIDE OF THE FERRY LANDING AND BOAT RAMP.
 DR8023'
 DR8023'IT IS 48.29 M (158.4 FT) WEST-SOUTHWEST OF AN UNMARKED POWER POLE WITH
 DR8023'A TRANSFORMER, 10.33 M (33.9 FT) NORTH OF THE APPROXIMATELY CENTERLINE
 DR8023'OF A PAVED BOAT RAMP, 6.04 M (19.8 FT) SOUTH-SOUTHEAST OF THE
 DR8023'SOUTHEAST CORNER OF A WHITE PAINTED BLOCK UTILITY BUILDING AND 1.04 M
 DR8023'(3.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE NOS WATER LEVEL
 DR8023'GAUGING STATION BUILDING.
 DR8023
 DR8023                          STATION RECOVERY (2022)
 DR8023
 DR8023'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DR8023'RECOVERED IN GOOD CONDITION.
 DR8023
 DR8023                          STATION RECOVERY (2023)
 DR8023
 DR8023'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 DR8023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8178 ***********************************************************************
 DR8178  DESIGNATION -  907 6028 A
 DR8178  PID         -  DR8178
 DR8178  STATE/COUNTY-  MI/CHIPPEWA
 DR8178  COUNTRY     -  US
 DR8178  USGS QUAD   -  OAK RIDGE (2017)
 DR8178
 DR8178                         *CURRENT SURVEY CONTROL
 DR8178  ______________________________________________________________________
 DR8178* NAD 83(1986) POSITION- 46 17 03.63   (N) 084 12 43.74   (W)   HD_HELD1
 DR8178* NAVD 88 ORTHO HEIGHT -   178.826 (meters)      586.70  (feet) ADJUSTED
 DR8178  ______________________________________________________________________
 DR8178  GEOID HEIGHT    -        -36.497 (meters)                     GEOID18
 DR8178  DYNAMIC HEIGHT  -        178.836 (meters)      586.73  (feet) COMP
 DR8178  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DR8178
 DR8178  VERT ORDER      -  SECOND    CLASS I
 DR8178
 DR8178.The horizontal coordinates were determined by differentially corrected
 DR8178.hand held GPS observations or other comparable positioning techniques
 DR8178.and have an estimated accuracy of +/- 3 meters.
 DR8178
 DR8178.The orthometric height was determined by differential leveling and
 DR8178.adjusted by the NATIONAL GEODETIC SURVEY
 DR8178.in July 2022.
 DR8178
 DR8178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8178.GEOID18 height accuracy estimate available here.
 DR8178
 DR8178.Click photographs - Photos may exist for this station.
 DR8178
 DR8178.The dynamic height is computed by dividing the NAVD 88
 DR8178.geopotential number by the normal gravity value computed on the
 DR8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8178.degrees latitude (g = 980.6199 gals.).
 DR8178
 DR8178.The modeled gravity was interpolated from observed gravity values.
 DR8178
 DR8178;                    North         East    Units  Estimated Accuracy
 DR8178;SPC MI N     -   170,605.3   8,214,782.0     MT  (+/- 3 meters HH1 GPS) 
 DR8178
 DR8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475729418(NAD 83)
 DR8178
 DR8178                          SUPERSEDED SURVEY CONTROL
 DR8178
 DR8178.No superseded survey control is available for this station.
 DR8178
 DR8178_MARKER: DD = SURVEY DISK
 DR8178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR8178_SP_SET: FOUNDATION
 DR8178_STAMPING: 6028 A 1987
 DR8178_MARK LOGO: NOS
 DR8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8178+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2018
 DR8178
 DR8178  HISTORY     - Date     Condition        Report By
 DR8178  HISTORY     - 1987     MONUMENTED       CO-OPS
 DR8178  HISTORY     - 20180929 GOOD             CO-OPS
 DR8178
 DR8178                          STATION DESCRIPTION
 DR8178
 DR8178'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2018 (TS)
 DR8178'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF BARBEAU, 3.0 MI (4.8
 DR8178'KM) NORTH-NORTHWEST OF MUNUSCONG AND IN THE TOWN OF OAK RIDGE, MI.
 DR8178'
 DR8178'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 DR8178'POST OFFICE IN BARBEAU PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7 KM
 DR8178'(2.9 MI) TO ITS INTERSECTION WITH S SCENIC ROAD (RIVER RD).  TURN
 DR8178'SOUTH (RIGHT) AND GO 0.75 MI.  THIS IS 0.05 MI (0.08 KM) SOUTH OF E
 DR8178'NEEBISH FERRY ROAD, GO ENE (LEFT) ON DIM GRAVELLED ROAD THRU WOODS FOR
 DR8178'0.1 MI (0.2 KM) TO THE SHORELINE AND THE OLD LOOKOUT #4 COAST GUARD
 DR8178'STATION AND TOWER, SET IN APPROXIMATE CENTER ON THE NORTHWEST SIDE OF
 DR8178'THE MASSIVE CONCRETE FOUNDATION FOR THE OLD COAST GUARD WOODEN
 DR8178'STRUCTURE TOWER # 4, 0.8 FT (24 CM) ABOVE THE LEVEL OF THE GROUND.
 DR8178'
 DR8178'NOTE: THE LOOKOUT #4 STATION AND TOWER ARE ABOUT 60 M (196.9 FT)
 DR8178'SOUTHEAST AND ACROSS AN INLET CHANNEL FROM THE FERRY LOADING RAMP TO
 DR8178'NEEBISH ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8177 ***********************************************************************
 DR8177  DESIGNATION -  907 6028 G
 DR8177  PID         -  DR8177
 DR8177  STATE/COUNTY-  MI/CHIPPEWA
 DR8177  COUNTRY     -  US
 DR8177  USGS QUAD   -  OAK RIDGE (2017)
 DR8177
 DR8177                         *CURRENT SURVEY CONTROL
 DR8177  ______________________________________________________________________
 DR8177* NAD 83(1986) POSITION- 46 16 41.0    (N) 084 12 26.0    (W)   HD_HELD2
 DR8177* NAVD 88 ORTHO HEIGHT -   182.405 (meters)      598.44  (feet) ADJUSTED
 DR8177  ______________________________________________________________________
 DR8177  GEOID HEIGHT    -        -36.494 (meters)                     GEOID18
 DR8177  DYNAMIC HEIGHT  -        182.415 (meters)      598.47  (feet) COMP
 DR8177  MODELED GRAVITY -    980,664.2   (mgal)                       NAVD 88
 DR8177
 DR8177  VERT ORDER      -  SECOND    CLASS I
 DR8177
 DR8177.The horizontal coordinates were established by autonomous hand held GPS
 DR8177.observations and have an estimated accuracy of +/- 10 meters.
 DR8177
 DR8177.The orthometric height was determined by differential leveling and
 DR8177.adjusted by the NATIONAL GEODETIC SURVEY
 DR8177.in July 2022.
 DR8177
 DR8177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8177.GEOID18 height accuracy estimate available here.
 DR8177
 DR8177.Click photographs - Photos may exist for this station.
 DR8177
 DR8177.The dynamic height is computed by dividing the NAVD 88
 DR8177.geopotential number by the normal gravity value computed on the
 DR8177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8177.degrees latitude (g = 980.6199 gals.).
 DR8177
 DR8177.The modeled gravity was interpolated from observed gravity values.
 DR8177
 DR8177;                    North         East    Units  Estimated Accuracy
 DR8177;SPC MI N     -   169,920.    8,215,186.      MT  (+/- 10 meters HH2 GPS)
 DR8177
 DR8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1516128733(NAD 83)
 DR8177
 DR8177                          SUPERSEDED SURVEY CONTROL
 DR8177
 DR8177.No superseded survey control is available for this station.
 DR8177
 DR8177_MARKER: F = FLANGE-ENCASED ROD
 DR8177_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8177_STAMPING: 6028 G 2001
 DR8177_MARK LOGO: NGS
 DR8177_PROJECTION: FLUSH
 DR8177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8177+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 DR8177_ROD/PIPE-DEPTH: 8.5 meters
 DR8177_SLEEVE-DEPTH  : 1.2 meters
 DR8177
 DR8177  HISTORY     - Date     Condition        Report By
 DR8177  HISTORY     - 2001     MONUMENTED       CO-OPS
 DR8177  HISTORY     - 20181001 GOOD             CO-OPS
 DR8177
 DR8177                          STATION DESCRIPTION
 DR8177
 DR8177'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2018 (TS)
 DR8177'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8177'2.5 MI (4.0 KM) NORTH-NORTHWEST OF MUNUSCONG AND 0.7 MI (1.1 KM) SOUTH
 DR8177'OF OAK RIDGE.
 DR8177'
 DR8177'IN BRUCE TOWNSHIP, GO 4.7 KM (2.9 MI) EAST ALONG FIFTEEN MILE ROAD
 DR8177'FROM THE POST OFFICE IN BARBEAU, THENCE 0.88 KM (0.55 MI) SOUTH ALONG
 DR8177'SOUTH SCENIC DRIVE (RIVER ROAD), A DEEP ROD SET ON THE EAST SIDE OF
 DR8177'SOUTH SCENIC DRIVE AND IS CADY CORNER AND ACROSS THE DRIVE FROM THE
 DR8177'DRIVEWAY AT RESIDENCE 15818.
 DR8177'
 DR8177'IT IS 39.5 M (129.6 FT) SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY
 DR8177'LEADING EAST TO 15803 SOUTH SCENIC DRIVE, 11.2 M (36.7 FT) NORTHEAST
 DR8177'OF THE CENTERLINE OF A DRIVEWAY LEADING TO RESIDENCE 15818 ON THE
 DR8177'SOUTH SIDE OF SOUTH SCENIC DRIVE, 8.90 M (29.2 FT) SOUTHEAST OF A
 DR8177'POWER POLE, 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF SOUTH SCENIC
 DR8177'DRIVE AND 0.30 M (1.0 FT) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR8176 ***********************************************************************
 DR8176  DESIGNATION -  907 6028 H
 DR8176  PID         -  DR8176
 DR8176  STATE/COUNTY-  MI/CHIPPEWA
 DR8176  COUNTRY     -  US
 DR8176  USGS QUAD   -  OAK RIDGE (2017)
 DR8176
 DR8176                         *CURRENT SURVEY CONTROL
 DR8176  ______________________________________________________________________
 DR8176* NAD 83(1986) POSITION- 46 16 16.0    (N) 084 12 05.0    (W)   HD_HELD2
 DR8176* NAVD 88 ORTHO HEIGHT -   179.693 (meters)      589.54  (feet) ADJUSTED
 DR8176  ______________________________________________________________________
 DR8176  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 DR8176  DYNAMIC HEIGHT  -        179.702 (meters)      589.57  (feet) COMP
 DR8176  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DR8176
 DR8176  VERT ORDER      -  SECOND    CLASS I
 DR8176
 DR8176.The horizontal coordinates were established by autonomous hand held GPS
 DR8176.observations and have an estimated accuracy of +/- 10 meters.
 DR8176
 DR8176.The orthometric height was determined by differential leveling and
 DR8176.adjusted by the NATIONAL GEODETIC SURVEY
 DR8176.in July 2022.
 DR8176
 DR8176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8176.GEOID18 height accuracy estimate available here.
 DR8176
 DR8176.Click photographs - Photos may exist for this station.
 DR8176
 DR8176.The dynamic height is computed by dividing the NAVD 88
 DR8176.geopotential number by the normal gravity value computed on the
 DR8176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8176.degrees latitude (g = 980.6199 gals.).
 DR8176
 DR8176.The modeled gravity was interpolated from observed gravity values.
 DR8176
 DR8176;                    North         East    Units  Estimated Accuracy
 DR8176;SPC MI N     -   169,165.    8,215,663.      MT  (+/- 10 meters HH2 GPS)
 DR8176
 DR8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1563827977(NAD 83)
 DR8176
 DR8176                          SUPERSEDED SURVEY CONTROL
 DR8176
 DR8176.No superseded survey control is available for this station.
 DR8176
 DR8176_MARKER: F = FLANGE-ENCASED ROD
 DR8176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8176_STAMPING: 6028 H 2001
 DR8176_MARK LOGO: NGS
 DR8176_PROJECTION: FLUSH
 DR8176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8176+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 DR8176_ROD/PIPE-DEPTH: 8.5 meters
 DR8176_SLEEVE-DEPTH  : 1.2 meters
 DR8176
 DR8176  HISTORY     - Date     Condition        Report By
 DR8176  HISTORY     - 20011020 MONUMENTED       CO-OPS
 DR8176  HISTORY     - 20181001 GOOD             CO-OPS
 DR8176
 DR8176                          STATION DESCRIPTION
 DR8176
 DR8176'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2018 (TRS)
 DR8176'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF BARBEAU,
 DR8176'1.9 MI (3.1 KM) NORTH-NORTHWEST OF MUNUSCONG AND 1.3 MI (2.1 KM)
 DR8176'SOUTH-SOUTHEAST OF OAK RIDGE.
 DR8176'
 DR8176'IN BRUCE TOWNSHIP GO 2.9 MI (4.7 KM) EAST ALONG FIFTEEN MILE ROAD FROM
 DR8176'THE POST OFFICE IN BARBEAU, THENCE 1.1 MI (1.8 KM) SOUTH ALONG
 DR8176'S.SCENIC ROAD (RIVER ROAD).
 DR8176'
 DR8176'IT IS 6.25 M (20.5 FT) EAST OF THE CENTERLINE OF SCENIC DRIVE, 6.20 M
 DR8176'(20.3 FT) WEST OF THE MOST SOUTHERN GUIDE WIRE SUPPORTING POWER POLE
 DR8176'NUMBER DR2-264, 3.05 M (10.0 FT) SOUTH OF POWER POLE NUMBER DR2-264
 DR8176'AND 2.0 M (6.6 FT) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0128 ***********************************************************************
 RJ0128  DESIGNATION -  907 6032 BOULT
 RJ0128  PID         -  RJ0128
 RJ0128  STATE/COUNTY-  MI/CHIPPEWA
 RJ0128  COUNTRY     -  US
 RJ0128  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0128
 RJ0128                         *CURRENT SURVEY CONTROL
 RJ0128  ______________________________________________________________________
 RJ0128* NAD 83(1986) POSITION- 46 29 12.     (N) 084 18 17.     (W)   SCALED
 RJ0128* NAVD 88 ORTHO HEIGHT -   179.039 (meters)      587.40  (feet) ADJUSTED
 RJ0128  ______________________________________________________________________
 RJ0128  GEOID HEIGHT    -        -36.668 (meters)                     GEOID18
 RJ0128  DYNAMIC HEIGHT  -        179.049 (meters)      587.43  (feet) COMP
 RJ0128  MODELED GRAVITY -    980,665.3   (mgal)                       NAVD 88
 RJ0128
 RJ0128  VERT ORDER      -  FIRST     CLASS 0
 RJ0128
 RJ0128.The horizontal coordinates were scaled from a map and have
 RJ0128.an estimated accuracy of +/- 6 seconds.
 RJ0128
 RJ0128.The orthometric height was determined by differential leveling and
 RJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0128.in June 1991.
 RJ0128
 RJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0128.GEOID18 height accuracy estimate available here.
 RJ0128
 RJ0128.Click photographs - Photos may exist for this station.
 RJ0128
 RJ0128.The dynamic height is computed by dividing the NAVD 88
 RJ0128.geopotential number by the normal gravity value computed on the
 RJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0128.degrees latitude (g = 980.6199 gals.).
 RJ0128
 RJ0128.The modeled gravity was interpolated from observed gravity values.
 RJ0128
 RJ0128;                    North         East    Units  Estimated Accuracy
 RJ0128;SPC MI N     -   192,830.    8,206,890.      MT  (+/- 180 meters Scaled)
 RJ0128
 RJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068516(NAD 83)
 RJ0128
 RJ0128                          SUPERSEDED SURVEY CONTROL
 RJ0128
 RJ0128  NGVD 29 (??/??/92)  179.04   (m)          587.4    (f) COMPUTED    1 0
 RJ0128
 RJ0128.Superseded values are not recommended for survey control.
 RJ0128
 RJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0128.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0128
 RJ0128_MARKER: I = METAL ROD
 RJ0128_SETTING: 80 = SET IN A BOULDER
 RJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0128+STABILITY: SURFACE MOTION
 RJ0128
 RJ0128  HISTORY     - Date     Condition        Report By
 RJ0128  HISTORY     - 1960     MONUMENTED       NONE
 RJ0128  HISTORY     - 1972     GOOD             USLS
 RJ0128  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0128  HISTORY     - 20060725 MARK NOT FOUND   INDIV
 RJ0128
 RJ0128                          STATION DESCRIPTION
 RJ0128
 RJ0128'DESCRIBED BY US LAKE SURVEY 1972
 RJ0128'AT SAULT STE MARIE.
 RJ0128'BOULT IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON NORTH
 RJ0128'SIDE OF PORTAGE AVENUE, 1.4 MILES SOUTHEASTERLY OF BRIDGE OVER
 RJ0128'POWER CANAL, 0.1 MILE NORTHWESTERLY OF LIGHT NO. 99, NEAR
 RJ0128'NORTHEAST CORNER OF DWELLING OWNED BY CITY OF SAULT STE. MARIE
 RJ0128'(FORMERLY OWNED BY JAMES BOULT), 31.3 FEET NORTH OF NORTHEAST
 RJ0128'CORNER OF ATTACHED GARAGE, 17.7 FEET NORTHEAST OF NORTHEAST
 RJ0128'CORNER OF PORCH, 1.0 FOOT WEST OF LINE OF EAST FACE OF GARAGE,
 RJ0128'JUST ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 RJ0128'A 1-1/4 INCH SQUARE IRON ROD SET IN TOP OF A IMBEDDED GRANITE
 RJ0128'BOULDER.
 RJ0128
 RJ0128                          STATION RECOVERY (1983)
 RJ0128
 RJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0128'NOT RECOVERED, AREA HAS BEEN EXCAVATED AND FILLED IN, PRESUMED
 RJ0128'DESTROYED.
 RJ0128
 RJ0128                          STATION RECOVERY (2006)
 RJ0128
 RJ0128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBJ)
 RJ0128'MARK NOT RECOVERED.  BOULT HOUSE IS NO LONGER THERE AND THE AREA HAS
 RJ0128'BEEN FILLED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR7010 ***********************************************************************
 DR7010  DESIGNATION -  907 6032 F
 DR7010  PID         -  DR7010
 DR7010  STATE/COUNTY-  MI/CHIPPEWA
 DR7010  COUNTRY     -  US
 DR7010  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 DR7010
 DR7010                         *CURRENT SURVEY CONTROL
 DR7010  ______________________________________________________________________
 DR7010* NAD 83(1986) POSITION- 46 29 04.7    (N) 084 18 02.8    (W)   HD_HELD2
 DR7010* NAVD 88 ORTHO HEIGHT -   178.519 (meters)      585.69  (feet) ADJUSTED
 DR7010  ______________________________________________________________________
 DR7010  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 DR7010  DYNAMIC HEIGHT  -        178.529 (meters)      585.72  (feet) COMP
 DR7010  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DR7010
 DR7010  VERT ORDER      -  SECOND    CLASS I
 DR7010
 DR7010.The horizontal coordinates were established by autonomous hand held GPS
 DR7010.observations and have an estimated accuracy of +/- 10 meters.
 DR7010
 DR7010.The orthometric height was determined by differential leveling and
 DR7010.adjusted by the NATIONAL GEODETIC SURVEY
 DR7010.in October 2021.
 DR7010
 DR7010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7010.GEOID18 height accuracy estimate available here.
 DR7010
 DR7010.Click photographs - Photos may exist for this station.
 DR7010
 DR7010.The dynamic height is computed by dividing the NAVD 88
 DR7010.geopotential number by the normal gravity value computed on the
 DR7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7010.degrees latitude (g = 980.6199 gals.).
 DR7010
 DR7010.The modeled gravity was interpolated from observed gravity values.
 DR7010
 DR7010;                    North         East    Units  Estimated Accuracy
 DR7010;SPC MI N     -   192,619.    8,207,199.      MT  (+/- 10 meters HH2 GPS)
 DR7010
 DR7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0717051436(NAD 83)
 DR7010
 DR7010                          SUPERSEDED SURVEY CONTROL
 DR7010
 DR7010.No superseded survey control is available for this station.
 DR7010
 DR7010_MARKER: DB = BENCH MARK DISK
 DR7010_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR7010_SP_SET: SLAB
 DR7010_STAMPING: 6032 F 2004
 DR7010_MARK LOGO: NOS
 DR7010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7010+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 DR7010
 DR7010  HISTORY     - Date     Condition        Report By
 DR7010  HISTORY     - 2004     MONUMENTED       CO-OPS
 DR7010  HISTORY     - 20180920 GOOD             NOS
 DR7010  HISTORY     - 20220727 GOOD             CO-OPS
 DR7010
 DR7010                          STATION DESCRIPTION
 DR7010
 DR7010'DESCRIBED BY NATIONAL OCEAN SERVICE 2018 (JMM)
 DR7010'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF THE FEDERAL BUILDING AT 225 E
 DR7010'PORTAGE AVENUE, SAULT STE MARIE, MICHIGAN, AT THE SUGAR ISLAND FERRY
 DR7010'MAINLAND DOCK AREA AND IN THE ROTARY COMMUNITY PARK.
 DR7010'
 DR7010'TO REACH IN SAULT SAINTE MARIE FROM THE INTERSECTION OF ASHMUN STREET
 DR7010'AND E. PORTAGE AVENUE, PROCEED SOUTHEAST ON E. PORTAGE AVENUE FOR 2.3
 DR7010'MI (3.7 KM) TO THE ENTRANCE FOR THE SUGAR ISLAND FERRY MAINLAND DOCK
 DR7010'AREA AND THE ROTARY COMMUNITY PARK, DIRECTLY NORTHEAST OF AND BEHIND
 DR7010'CLYDE'S DRIVE INN AT 1425 RIVERSIDE DRIVE.  NOTE: E. PORTAGE AVENUE
 DR7010'TURNS DIRECTLY INTO RIVERSIDE DRIVE AT THE JUNCTION OF E. PORTAGE AND
 DR7010'MISSION ROAD JUST NORTHWEST OF SAID LOCATION, JUST INSIDE ROTARY PARK.
 DR7010'IT IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF THE ASPHALT PAVED
 DR7010'ROAD, 2.30 M (7.5 FT) SOUTH OF THE SOUTH CORNER OF ASPHALT PARKING
 DR7010'LOT, 2.01 M (6.6 FT) NORTHEAST OF A WOODEN LIGHT POLE, 1.16 M (3.8 FT)
 DR7010'SOUTHWEST OF THE SOUTHWEST CORNER OF A 6 X 5 BY 4 FT (1.2 M) DEEP
 DR7010'CONCRETE SLAB FOR A ROHN METEOROLOGICAL TOWER, 0.09 M (0.3 FT) BELOW
 DR7010'THE SURFACE OF THE GROUND.
 DR7010'
 DR7010'NOTE: THE ROHN TOWER HAS BEEN REMOVED FROM THIS LOCATION BUT THE
 DR7010'CONCRETE TOWER BASE AND THE MARK ARE STILL INTACT.
 DR7010
 DR7010                          STATION RECOVERY (2022)
 DR7010
 DR7010'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DR7010'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0127 ***********************************************************************
 RJ0127  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0127  DESIGNATION -  907 6032 ISLAND B
 RJ0127  PID         -  RJ0127
 RJ0127  STATE/COUNTY-  MI/CHIPPEWA
 RJ0127  COUNTRY     -  US
 RJ0127  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0127
 RJ0127                         *CURRENT SURVEY CONTROL
 RJ0127  ______________________________________________________________________
 RJ0127* NAD 83(1986) POSITION- 46 29 04.4    (N) 084 18 03.1    (W)   HD_HELD2
 RJ0127* NAVD 88 ORTHO HEIGHT -   178.291 (meters)      584.94  (feet) ADJUSTED
 RJ0127  ______________________________________________________________________
 RJ0127  GEOID HEIGHT    -        -36.669 (meters)                     GEOID18
 RJ0127  DYNAMIC HEIGHT  -        178.300 (meters)      584.97  (feet) COMP
 RJ0127  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 RJ0127
 RJ0127  VERT ORDER      -  FIRST     CLASS 0
 RJ0127
 RJ0127.The horizontal coordinates were established by autonomous hand held GPS
 RJ0127.observations and have an estimated accuracy of +/- 10 meters.
 RJ0127
 RJ0127.The orthometric height was determined by differential leveling and
 RJ0127.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0127.in June 1991.
 RJ0127
 RJ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0127.GEOID18 height accuracy estimate available here.
 RJ0127
 RJ0127.This Water Level Mark is designated as VM 18410
 RJ0127.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0127
 RJ0127.This Water Level Mark is designated as VM 19359
 RJ0127.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0127
 RJ0127.Click photographs - Photos may exist for this station.
 RJ0127
 RJ0127.The dynamic height is computed by dividing the NAVD 88
 RJ0127.geopotential number by the normal gravity value computed on the
 RJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0127.degrees latitude (g = 980.6199 gals.).
 RJ0127
 RJ0127.The modeled gravity was interpolated from observed gravity values.
 RJ0127
 RJ0127;                    North         East    Units  Estimated Accuracy
 RJ0127;SPC MI N     -   192,609.    8,207,193.      MT  (+/- 10 meters HH2 GPS)
 RJ0127
 RJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0716451427(NAD 83)
 RJ0127
 RJ0127                          SUPERSEDED SURVEY CONTROL
 RJ0127
 RJ0127.No superseded survey control is available for this station.
 RJ0127
 RJ0127_MARKER: I = METAL ROD
 RJ0127_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0127+WITH SETTING: INFORMATION.
 RJ0127_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0127+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0127
 RJ0127  HISTORY     - Date     Condition        Report By
 RJ0127  HISTORY     - UNK      MONUMENTED       USLS
 RJ0127  HISTORY     - 1972     GOOD             USLS
 RJ0127  HISTORY     - 1983     GOOD             NGS
 RJ0127  HISTORY     - 20060725 GOOD             INDIV
 RJ0127  HISTORY     - 20060829 GOOD             USPSQD
 RJ0127
 RJ0127                          STATION DESCRIPTION
 RJ0127
 RJ0127'DESCRIBED BY US LAKE SURVEY 1972
 RJ0127'AT SAULT STE MARIE.
 RJ0127'ISLAND B A BENCH MARK ESTABLISHED BY THE U.S.E.O. SAULT STE.
 RJ0127'MARIE, IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0127'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEAST OF BRIDGE
 RJ0127'OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 41.4 FEET SOUTH
 RJ0127'OF WATER LEVEL GAGE, 29.6 FEET NORTHEAST OF NORTH CORNER (B.M.
 RJ0127'OUT) OF 3X3-FOOT CONCRETE SLAB ATTACHED TO WOMENS OUT BUILDING,
 RJ0127'BEING HIGHEST POINT ON TOP OF A 1-INCH SQUARE ROD SET INSIDE
 RJ0127'A PIPE WITH 3-1/2 INCH DIAMETER SCREW CAP COVER ON TOP.
 RJ0127
 RJ0127                          STATION RECOVERY (1983)
 RJ0127
 RJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0127'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RJ0127'SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE JUNCTION
 RJ0127'OF ASHMUN STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY PARK,
 RJ0127'THE HIGHEST POINT OF A 1-INCH SQUARE ROD PROTECTED BY A 3-1/2 INCH
 RJ0127'DIAMETER SCREW CAP COVER, 9.08 METERS (29.8 FT) NORTHEAST OF THE NORTH
 RJ0127'CORNER OF A 3 BY 3 FOOT CONCRETE SLAB ATTACHED TO THE WOMENS RESTROOM
 RJ0127'(BENCH MARK OUT), 12.22 METERS (40.1 FT) SOUTHEAST OF THE SOUTHWEST
 RJ0127'CORNER OF THE BUILDING WHICH HOUSES THE WATER GAGE, 23.95 METERS (78.6
 RJ0127'FT) WEST OF POWERLINE POLE NUMBER F 312, 3.66 METERS (12.0 FT) NORTH
 RJ0127'OF THE CENTER OF THE PARK ROAD.  A METAL ROD PROJECTING 2 INCHES.
 RJ0127
 RJ0127                          STATION RECOVERY (2006)
 RJ0127
 RJ0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBJ)
 RJ0127'ALL THAT REMAINS OF POWERLINE POLE NUMBER F 312 IS A STUB 1 FOOT ABOVE
 RJ0127'GROUND.
 RJ0127
 RJ0127                          STATION RECOVERY (2006)
 RJ0127
 RJ0127'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0123 ***********************************************************************
 RJ0123  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0123  DESIGNATION -  907 6032 LITTLE RAPIDS
 RJ0123  PID         -  RJ0123
 RJ0123  STATE/COUNTY-  MI/CHIPPEWA
 RJ0123  COUNTRY     -  US
 RJ0123  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0123
 RJ0123                         *CURRENT SURVEY CONTROL
 RJ0123  ______________________________________________________________________
 RJ0123* NAD 83(1994) POSITION- 46 29 11.81903(N) 084 18 08.54779(W)   ADJUSTED
 RJ0123* NAVD 88 ORTHO HEIGHT -   178.513 (meters)      585.67  (feet) ADJUSTED
 RJ0123  ______________________________________________________________________
 RJ0123  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 RJ0123  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 RJ0123  DYNAMIC HEIGHT  -        178.523 (meters)      585.70  (feet) COMP
 RJ0123  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 RJ0123
 RJ0123  HORZ ORDER      -  THIRD
 RJ0123  VERT ORDER      -  SECOND    CLASS I
 RJ0123
 RJ0123.The horizontal coordinates were established by classical geodetic methods
 RJ0123.and adjusted by the National Geodetic Survey in February 1997.
 RJ0123
 RJ0123.The orthometric height was determined by differential leveling and
 RJ0123.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0123.in February 2026.
 RJ0123
 RJ0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0123.GEOID18 height accuracy estimate available here.
 RJ0123
 RJ0123.This Water Level Mark is designated as VM 18409
 RJ0123.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0123
 RJ0123.This Water Level Mark is designated as VM 19358
 RJ0123.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0123
 RJ0123.Click photographs - Photos may exist for this station.
 RJ0123
 RJ0123.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0123
 RJ0123.The dynamic height is computed by dividing the NAVD 88
 RJ0123.geopotential number by the normal gravity value computed on the
 RJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0123.degrees latitude (g = 980.6199 gals.).
 RJ0123
 RJ0123.The modeled gravity was interpolated from observed gravity values.
 RJ0123
 RJ0123. The following values were computed from the NAD 83(1994) position.
 RJ0123
 RJ0123;                    North         East     Units Scale Factor Converg.
 RJ0123;SPC MI N     -   192,834.276 8,207,068.719   MT  0.99990899   +1 56 59.3
 RJ0123;SPC MI N     -   632,658.39 26,926,078.47   iFT  0.99990899   +1 56 59.3
 RJ0123;UTM  16      - 5,151,652.189   707,040.812   MT  1.00012694   +1 57 25.4
 RJ0123
 RJ0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0123!SPC MI N     -   0.99997777  x   0.99990899  =   0.99988676
 RJ0123!UTM  16      -   0.99997777  x   1.00012694  =   1.00010470
 RJ0123
 RJ0123:                Primary Azimuth Mark                     Grid Az
 RJ0123:SPC MI N     -  TOPSAIL ISLAND OLD TOWER                 014 15 21.2
 RJ0123:UTM  16      -  TOPSAIL ISLAND OLD TOWER                 014 14 55.1
 RJ0123
 RJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0704051652(NAD 83)
 RJ0123
 RJ0123|---------------------------------------------------------------------|
 RJ0123| PID    Reference Object                     Distance      Geod. Az  |
 RJ0123|                                                           dddmmss.s |
 RJ0123| RJ1034 TOPSAIL ISLAND OLD TOWER            APPROX. 1.1 KM 0161220.5 |
 RJ0123| RJ1032 BELLVIEW PARK FLAGPOLE              APPROX. 1.2 KM 0205215.0 |
 RJ0123| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 2.0 KM 0355526.7 |
 RJ0123| RJ1028 BAYFIELD ROCK R RNG LT              APPROX. 1.7 KM 0844321.7 |
 RJ0123| RJ1033 LITTLE RAPIDS CUT LT 98             352.540 METERS 11153     |
 RJ0123| RJ0617 FERRY DOCK                          131.037 METERS 14614     |
 RJ0123| RJ1038 SAULT STE MARIE CABLE TV MAST       APPROX. 2.5 KM 2670452.3 |
 RJ0123| RJ0855 ONTARIO BELL RELAY TOWER            APPROX. 3.9 KM 3184338.4 |
 RJ0123| RJ0835 SAULT STE MARIE ST JOHN SPIRE       APPROX. 2.9 KM 3215908.6 |
 RJ0123| RJ0854 ONTARIO NATIONAL RELAY TR           APPROX. 3.2 KM 3264913.9 |
 RJ0123| RJ0853 SAULT STE MARIE ONTARIO TANK        APPROX. 5.8 KM 3485432.0 |
 RJ0123|---------------------------------------------------------------------|
 RJ0123
 RJ0123                          SUPERSEDED SURVEY CONTROL
 RJ0123
 RJ0123  NAD 83(1986)-  46 29 11.80282(N)    084 18 08.56332(W) AD(       ) 3
 RJ0123  NAD 27      -  46 29 11.72895(N)    084 18 08.42718(W) AD(       ) 3
 RJ0123  NAVD 88 (06/15/91)  178.515  (m)          585.68   (f) SUPERSEDED  1 0
 RJ0123  NGVD 29             178.47   (m)          585.5    (f) LEVELING    3  
 RJ0123
 RJ0123.Superseded values are not recommended for survey control.
 RJ0123
 RJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0123.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0123
 RJ0123_MARKER: I = METAL ROD
 RJ0123_SETTING: 80 = SET IN A BOULDER
 RJ0123_MARK LOGO: USLS
 RJ0123_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0123+STABILITY: SURFACE MOTION
 RJ0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0123+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 RJ0123
 RJ0123  HISTORY     - Date     Condition        Report By
 RJ0123  HISTORY     - UNK      MONUMENTED       USLS
 RJ0123  HISTORY     - 1972     GOOD             USLS
 RJ0123  HISTORY     - 1981     GOOD             NGS
 RJ0123  HISTORY     - 1983     GOOD             NGS
 RJ0123  HISTORY     - 19950603 GOOD             USPSQD
 RJ0123  HISTORY     - 20070619 GOOD             INDIV
 RJ0123  HISTORY     - 20180920 GOOD             NOS
 RJ0123  HISTORY     - 20220727 GOOD             CO-OPS
 RJ0123
 RJ0123                          STATION DESCRIPTION
 RJ0123
 RJ0123'DESCRIBED BY US LAKE SURVEY 1972
 RJ0123'AT SAULT STE MARIE.
 RJ0123'LITTLE RAPIDS (B.M. LITTLE, 1901), IS AT SAULT STE. MARIE,
 RJ0123'CHIPPEWA COUNTY, MICHIGAN, 1.6 MILES SOUTHEASTERLY OF BRIDGE
 RJ0123'OVER POWER CANAL, ABOUT 400 FEET NORTHEAST OF CENTERLINE OF
 RJ0123'PORTAGE STREET, NEAR LIGHT 99, 54.5 FEET SOUTH OF FENCE CORNER,
 RJ0123'40.8 FEET NORTH OF WEST CORNER AND 26.0 FEET NORTHWEST OF NORTH
 RJ0123'CORNER OF LIGHTKEEPERS DWELLING, FLUSH WITH GROUND SURFACE,
 RJ0123'BEING HIGHEST POINT ON TOP OF 1-1/4 INCH SQUARE IRON ROD SET IN
 RJ0123'TOP OF AN IMBEDDED RED SANDSTONE BOULDER.
 RJ0123
 RJ0123                          STATION RECOVERY (1981)
 RJ0123
 RJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHH)
 RJ0123'THE STATION IS LOCATED ON THE EAST SIDE OF SAULT STE MARIE, MI.
 RJ0123'ON US COAST GUARD PROPERTY NEAR THE FERRY DOCK TO SUGAR ISLAND.
 RJ0123'
 RJ0123'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ0123'PORTAGE AVE. IN SAULT STE MARIE GO SOUTHEAST ON PORTAGE AVE.
 RJ0123'FOR 5.5 KILOMETERS(3.4 MILES) TO THE ENTRANCE TO THE COAST
 RJ0123'GUARD NAVIGATION AIDS STATION IN THE PARKING AREA FOR
 RJ0123'THE SUGAR ISLAND FERRY.  DRIVE INTO THE FENCED IN COAST
 RJ0123'GUARD AREA AND THE AREA OF THE STATION.  THE STATION AT
 RJ0123'THE TIME OF SURVEY HAD A 3 METER TRIPOD SET OVER THE TOP OF IT.
 RJ0123'
 RJ0123'THE STATION IS A 3 CM.(1.2 INCH) IRON ROD WITH A CROSS CUT INTO
 RJ0123'THE TOP.  THE ROD IS IMBEDDED INTO THE TOP OF A PARTIALLY
 RJ0123'EXPOSED RED SANDSTONE BOULDER.
 RJ0123'IT IS LOCATED
 RJ0123'16.61 METERS (54.5 FT) SOUTH FROM THE NORTHEAST FENCE CORNER,
 RJ0123'12.44 METERS (40.8 FT) NORTH FROM THE WEST CORNER OF THE COAST
 RJ0123'GUARD BUILDING, AND
 RJ0123'7.92 METERS (26.0 FT) NORTHWEST FROM THE NORTH CORNER OF THE
 RJ0123'COAST GUARD BUILDING.
 RJ0123'
 RJ0123'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS.
 RJ0123
 RJ0123                          STATION RECOVERY (1983)
 RJ0123
 RJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.6 KM (2.25
 RJ0123'MILES) SOUTHEAST ALONG PORTAGE AVENUE FROM THE JUNCTION OF ASHMUN
 RJ0123'STREET IN SAULT STE. MARIE, ABOUT 122 METERS (400.0 FEET) NORTHEAST OF
 RJ0123'CENTERLINE OF PORTAGE STREET, NEAR COAST GUARD LIGHT POLE NUMBER 99,
 RJ0123'INSIDE A SECURITY FENCED AREA AND ON PROPERTY OF THE U.S. COAST GUARD,
 RJ0123'HIGH POINT ON TOP OF A 1 1/4 INCH SQUARE IRON ROD SET IN TOP OF AN
 RJ0123'IMBEDDED TWO BY TWO FOOT BOULDER, (RED SANDSTONE), 12.4 METERS (40.8
 RJ0123'FEET) NORTH OF WEST CORNER OF LIGHTKEEPERS HOUSE (NOW ABANDON),
 RJ0123'7.9 METERS (26.0 FEET) NORTHWEST OF NORTH CORNER OF LIGHTKEEPERS
 RJ0123'HOUSE.
 RJ0123'THE MARK IS ABOVE LEVEL WITH GROUND.
 RJ0123
 RJ0123                          STATION RECOVERY (1995)
 RJ0123
 RJ0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0123'RECOVERED IN GOOD CONDITION.
 RJ0123
 RJ0123                          STATION RECOVERY (2007)
 RJ0123
 RJ0123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (PAW)
 RJ0123'RECOVERED MARK WITH AID OF OWNER OF LIGHTKEEPERS HOUSE, CHARLES MAC
 RJ0123'DONALD. INSIDE A FENCED AREA AND ON PROPERTY OF THE U.S. COAST GUARD,
 RJ0123'12.4 METERS (40.8 FEET) NORTH OF WEST CORNER OF LIGHTKEEPERS HOUSE,
 RJ0123'7.9 METERS (26 FEET) NORTHWEST OF NORTH CORNER OF SAME HOUSE, 3 FEET
 RJ0123'EAST OF FENCE, APPROXIMATELY 33 FEET FROM TOP OF BANK, 24.2 FEET
 RJ0123'SOUTHWESTERLY FROM SOUTHERLY BASE OF LIGHT 99, 36.8 FEET SOUTHERLY
 RJ0123'FROM RJ0616.
 RJ0123
 RJ0123                          STATION RECOVERY (2018)
 RJ0123
 RJ0123'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (JMM)
 RJ0123'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF THE FEDERAL BUILDING AT 225 E
 RJ0123'PORTAGE AVENUE, SAULT STE MARIE, MICHIGAN, AT THE SUGAR ISLAND FERRY
 RJ0123'MAINLAND DOCK AREA AT MISSION POINT.
 RJ0123'
 RJ0123'TO REACH THE MARK IN SAULT SAINTE MARIE FROM THE INTERSECTION OF
 RJ0123'ASHMUN STREET AND E. PORTAGE AVENUE, PROCEED SOUTHEAST ON E. PORTAGE
 RJ0123'AVENUE FOR 2.3 MI (3.7 KM) TO THE ENTRANCE FOR THE SUGAR ISLAND FERRY
 RJ0123'MAINLAND DOCK AREA WHICH IS AT THE END OF FERRY DOCK ROAD, THE
 RJ0123'PHYSICAL ADDRESS TO THE RESIDENCE THAT FRONTS THE U.S. COAST GUARD
 RJ0123'TOWER "MISSION POINT LOOKOUT STATION" PROPERTY IS 1407 RIVERSIDE
 RJ0123'DRIVE, ALSO JUST NORTHEAST OF AND BEHIND CLYDE'S DRIVE INN AT 1425
 RJ0123'RIVERSIDE DRIVE.  NOTE: E. PORTAGE AVENUE TURNS DIRECTLY INTO
 RJ0123'RIVERSIDE DRIVE AT THE JUNCTION OF E. PORTAGE AND MISSION ROAD JUST
 RJ0123'NORTHWEST OF SAID LOCATION.
 RJ0123'
 RJ0123'NOTE: THERE IS A FENCE THAT NOW SEPARATES THE HOMEOWNERS PROPERTY AND
 RJ0123'THE USCG PROPERTY.  BOTH SURVEY MARKS 907 6032 LITTLE RAPIDS AND D 293
 RJ0123'ARE LOCATED ON THE USCG PROPERTY, THE NORTH SIDE OF THE FENCE.
 RJ0123'
 RJ0123'NOTE-THAT THE OLD LIGHT KEEPERS DWELLING, ORIGINAL PULL MEASUREMENTS
 RJ0123'IN THE OLD DESCRIPTIONS, WILL NEED TO BE REESTABLISHED ONCE THE NEW
 RJ0123'RESIDENCES HOME IS FINISHED BEING CONSTRUCTED.
 RJ0123'
 RJ0123'NOTE-ACCESS THROUGH THE GATE TO ENTER THE USCG PROPERTY AND THESE
 RJ0123'MARKS IS OBTAINED BY CONTACTING THE OFFICER IN CHARGE FOR THE "AIDS TO
 RJ0123'NAVIGATION TEAM" AT THE U.S. COAST GUARD, SECTOR SAULT SAINTE MARIE,
 RJ0123'"VESSEL TRAFFIC SERVICE (VTS)" AT 906-635-7290.
 RJ0123
 RJ0123                          STATION RECOVERY (2022)
 RJ0123
 RJ0123'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0123'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0126 ***********************************************************************
 RJ0126  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0126  DESIGNATION -  907 6032 OUT
 RJ0126  PID         -  RJ0126
 RJ0126  STATE/COUNTY-  MI/CHIPPEWA
 RJ0126  COUNTRY     -  US
 RJ0126  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0126
 RJ0126                         *CURRENT SURVEY CONTROL
 RJ0126  ______________________________________________________________________
 RJ0126* NAD 83(1986) POSITION- 46 29 04.57   (N) 084 18 03.45   (W)   HD_HELD1
 RJ0126* NAVD 88 ORTHO HEIGHT -   178.703 (meters)      586.29  (feet) ADJUSTED
 RJ0126  ______________________________________________________________________
 RJ0126  GEOID HEIGHT    -        -36.669 (meters)                     GEOID18
 RJ0126  DYNAMIC HEIGHT  -        178.712 (meters)      586.32  (feet) COMP
 RJ0126  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 RJ0126
 RJ0126  VERT ORDER      -  FIRST     CLASS 0
 RJ0126
 RJ0126.The horizontal coordinates were determined by differentially corrected
 RJ0126.hand held GPS observations or other comparable positioning techniques
 RJ0126.and have an estimated accuracy of +/- 3 meters.
 RJ0126
 RJ0126.The orthometric height was determined by differential leveling and
 RJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0126.in June 1991.
 RJ0126
 RJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0126.GEOID18 height accuracy estimate available here.
 RJ0126
 RJ0126.This Water Level Mark is designated as VM 18411
 RJ0126.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0126
 RJ0126.This Water Level Mark is designated as VM 19360
 RJ0126.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0126
 RJ0126.Click photographs - Photos may exist for this station.
 RJ0126
 RJ0126.The dynamic height is computed by dividing the NAVD 88
 RJ0126.geopotential number by the normal gravity value computed on the
 RJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0126.degrees latitude (g = 980.6199 gals.).
 RJ0126
 RJ0126.The modeled gravity was interpolated from observed gravity values.
 RJ0126
 RJ0126;                    North         East    Units  Estimated Accuracy
 RJ0126;SPC MI N     -   192,614.3   8,207,185.0     MT  (+/- 3 meters HH1 GPS) 
 RJ0126
 RJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0715751432(NAD 83)
 RJ0126
 RJ0126                          SUPERSEDED SURVEY CONTROL
 RJ0126
 RJ0126.No superseded survey control is available for this station.
 RJ0126
 RJ0126_MARKER: Q = CHISELED SQUARE
 RJ0126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0126_SP_SET: SLAB
 RJ0126_MARK LOGO: USLS
 RJ0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0126+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 RJ0126
 RJ0126  HISTORY     - Date     Condition        Report By
 RJ0126  HISTORY     - 1968     MONUMENTED       USLS
 RJ0126  HISTORY     - 1972     GOOD             USLS
 RJ0126  HISTORY     - 1983     GOOD             NGS
 RJ0126  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0126  HISTORY     - 20011029 GOOD             USPSQD
 RJ0126  HISTORY     - 20040824 GOOD             USPSQD
 RJ0126  HISTORY     - 20060829 GOOD             USPSQD
 RJ0126  HISTORY     - 20180920 GOOD             NOS
 RJ0126  HISTORY     - 20220727 POOR             CO-OPS
 RJ0126
 RJ0126                          STATION DESCRIPTION
 RJ0126
 RJ0126'DESCRIBED BY US LAKE SURVEY 1972
 RJ0126'AT SAULT STE MARIE.
 RJ0126'OUT IS AT SAULT STE. MARIE CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0126'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEASTERLY OF
 RJ0126'BRIDGE OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 57.5 FEET
 RJ0126'SOUTHERLY OF WESTERLY CORNER OF COAST GUARD LOOKOUT NO. 3, 55
 RJ0126'FEET SOUTHWEST OF WATERS EDGE, 29.6 FEET NORTHWEST OF A PIPE
 RJ0126'WITH SCREW CAP COVER, 1/4-FOOT ABOVE THE GROUND, BEING HIGHEST
 RJ0126'POINT IN A 1-INCH SQUARE CUT IN TOP OF NORTH CORNER OF A 3X3-FOOT
 RJ0126'CONCRETE SLAB ATTACHED TO THE WOMENS OUT BUILDING.
 RJ0126
 RJ0126                          STATION RECOVERY (1983)
 RJ0126
 RJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 RJ0126'MI) SOUTHEAST ALONG EAST PORTAGE AVENUE FROM THE JUNCTION OF ASHMUN
 RJ0126'STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY PARK, ABOUT 274.0
 RJ0126'METERS (300 YARDS) SOUTHEAST OF THE SUGAR ISLAND FERRY DOCK, THE HIGH
 RJ0126'POINT OF A 1-INCH SQUARE CUT IN THE TOP OF A 3 BY 3 FOOT CONCRETE SLAB
 RJ0126'ATTACHED TO THE WOMENS RESTROOM BUILDING LOCATED ABOUT 16.8 METERS
 RJ0126'(55.0 FT) SOUTHWEST OF THE WATERS EDGE, 9.0 METERS (29.6 FT) NORTHWEST
 RJ0126'OF A PIPE WITH SCREW CAP COVER (BM ISLAND B).
 RJ0126'THE MARK IS 0.12 M ABOVE GROUND.
 RJ0126
 RJ0126                          STATION RECOVERY (1995)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0126'MARK NOT FOUND.
 RJ0126
 RJ0126                          STATION RECOVERY (2001)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0126'RECOVERED IN GOOD CONDITION.
 RJ0126
 RJ0126                          STATION RECOVERY (2004)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0126'RECOVERED IN GOOD CONDITION.
 RJ0126
 RJ0126                          STATION RECOVERY (2006)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0126'RECOVERED IN GOOD CONDITION.
 RJ0126
 RJ0126                          STATION RECOVERY (2018)
 RJ0126
 RJ0126'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (JMM)
 RJ0126'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF THE FEDERAL BUILDING AT 225 E
 RJ0126'PORTAGE AVENUE, SAULT STE MARIE, MICHIGAN, AT THE SUGAR ISLAND FERRY
 RJ0126'MAINLAND DOCK AREA AND IN THE ROTARY COMMUNITY PARK.
 RJ0126'
 RJ0126'TO REACH IN SAULT SAINTE MARIE FROM THE INTERSECTION OF ASHMUN STREET
 RJ0126'AND E. PORTAGE AVENUE, PROCEED SOUTHEAST ON E. PORTAGE AVENUE FOR 2.3
 RJ0126'MI (3.7 KM) TO THE ENTRANCE FOR THE SUGAR ISLAND FERRY MAINLAND DOCK
 RJ0126'AREA AND THE ROTARY COMMUNITY PARK, DIRECTLY NORTHEAST OF AND BEHIND
 RJ0126'CLYDE'S DRIVE INN AT 1425 RIVERSIDE DRIVE.
 RJ0126'
 RJ0126'NOTE: E. PORTAGE AVENUE TURNS DIRECTLY INTO RIVERSIDE DRIVE AT THE
 RJ0126'JUNCTION OF E. PORTAGE AND MISSION ROAD JUST NORTHWEST OF SAID
 RJ0126'LOCATION.
 RJ0126
 RJ0126                          STATION RECOVERY (2022)
 RJ0126
 RJ0126'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0126'RECOVERED AS DERSCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0125 ***********************************************************************
 RJ0125  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0125  DESIGNATION -  907 6032 SIGN
 RJ0125  PID         -  RJ0125
 RJ0125  STATE/COUNTY-  MI/CHIPPEWA
 RJ0125  COUNTRY     -  US
 RJ0125  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0125
 RJ0125                         *CURRENT SURVEY CONTROL
 RJ0125  ______________________________________________________________________
 RJ0125* NAD 83(1986) POSITION- 46 29 03.8    (N) 084 18 02.9    (W)   HD_HELD2
 RJ0125* NAVD 88 ORTHO HEIGHT -   177.729 (meters)      583.10  (feet) ADJUSTED
 RJ0125  ______________________________________________________________________
 RJ0125  GEOID HEIGHT    -        -36.669 (meters)                     GEOID18
 RJ0125  DYNAMIC HEIGHT  -        177.739 (meters)      583.13  (feet) COMP
 RJ0125  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 RJ0125
 RJ0125  VERT ORDER      -  FIRST     CLASS 0
 RJ0125
 RJ0125.The horizontal coordinates were established by autonomous hand held GPS
 RJ0125.observations and have an estimated accuracy of +/- 10 meters.
 RJ0125
 RJ0125.The orthometric height was determined by differential leveling and
 RJ0125.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0125.in June 1991.
 RJ0125
 RJ0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0125.GEOID18 height accuracy estimate available here.
 RJ0125
 RJ0125.This Water Level Mark is designated as VM 18412
 RJ0125.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0125
 RJ0125.This Water Level Mark is designated as VM 19361
 RJ0125.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0125
 RJ0125.Click photographs - Photos may exist for this station.
 RJ0125
 RJ0125.The dynamic height is computed by dividing the NAVD 88
 RJ0125.geopotential number by the normal gravity value computed on the
 RJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0125.degrees latitude (g = 980.6199 gals.).
 RJ0125
 RJ0125.The modeled gravity was interpolated from observed gravity values.
 RJ0125
 RJ0125;                    North         East    Units  Estimated Accuracy
 RJ0125;SPC MI N     -   192,591.    8,207,198.      MT  (+/- 10 meters HH2 GPS)
 RJ0125
 RJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0716951408(NAD 83)
 RJ0125
 RJ0125                          SUPERSEDED SURVEY CONTROL
 RJ0125
 RJ0125.No superseded survey control is available for this station.
 RJ0125
 RJ0125_MARKER: F = FLANGE-ENCASED ROD
 RJ0125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0125_STAMPING: 6032 SIGN 1969
 RJ0125_MARK LOGO: NGS
 RJ0125_PROJECTION: FLUSH
 RJ0125_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0125+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2023
 RJ0125_ROD/PIPE-DEPTH: 13.1 meters
 RJ0125
 RJ0125  HISTORY     - Date     Condition        Report By
 RJ0125  HISTORY     - 1969     MONUMENTED       USLS
 RJ0125  HISTORY     - 1972     GOOD             USLS
 RJ0125  HISTORY     - 1983     GOOD             NGS
 RJ0125  HISTORY     - 19950603 GOOD             USPSQD
 RJ0125  HISTORY     - 20011029 GOOD             USPSQD
 RJ0125  HISTORY     - 20040824 GOOD             USPSQD
 RJ0125  HISTORY     - 20060725 GOOD             INDIV
 RJ0125  HISTORY     - 20060829 GOOD             USPSQD
 RJ0125  HISTORY     - 20230716 GOOD             CO-OPS
 RJ0125
 RJ0125                          STATION DESCRIPTION
 RJ0125
 RJ0125'DESCRIBED BY US LAKE SURVEY 1972
 RJ0125'AT SAULT STE MARIE.
 RJ0125'SIGN IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0125'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEASTERLY OF
 RJ0125'BRIDGE OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 124.8 FEET
 RJ0125'SOUTHEASTERLY OF SOUTH CORNER OF COAST GUARD LOOKOUT NO. 3,
 RJ0125'118.1 FEET NORTHEAST OF UTILITY POLE NO. F31/1, 27 FEET
 RJ0125'NORTHEAST OF CENTERLINE OF PARK ROAD, 12 FEET WESTERLY OF
 RJ0125'WATERS EDGE, 9.0 FEET NORTHWEST OF UTILITY POLE NO. F31/2, 8.0
 RJ0125'FEET SOUTHERLY OF SOUTH POST OF BOAT SPEED LIMIT SIGN, 1 FOOT
 RJ0125'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0125'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 43 FEET LONG.
 RJ0125
 RJ0125                          STATION RECOVERY (1983)
 RJ0125
 RJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0125'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 RJ0125'MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0125'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY
 RJ0125'PARK, ABOUT 3.7 METERS (12.0 FT) SOUTHWEST OF THE WATERS EDGE, 8.2
 RJ0125'METERS (27.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE PARK ROAD,
 RJ0125'2.7 METERS (9.0 FT) NORTHWEST OF UTILITY POLE NUMBER F 31/2,
 RJ0125'2.4 METERS (8.0 FT) SOUTH OF THE SOUTH POST OF A BOAT SPEED LIMIT
 RJ0125'SIGN, 27.1 METERS (88.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RJ0125'WOMENS RESTROOM.
 RJ0125'THE MARK IS 2.0 METERS  NW FROM A WITNESS POST.
 RJ0125'THE MARK IS 0.31 M BELOW GROUND.
 RJ0125
 RJ0125                          STATION RECOVERY (1995)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2001)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2004)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2006)
 RJ0125
 RJ0125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBJ)
 RJ0125'ALL THAT REMAINS OF UTILITY POLE NUMBER F 31/2 IS A STUB 1 FOOT ABOVE
 RJ0125'GROUND, THE BOAT SPEED LIMIT SIGN IS GONE.
 RJ0125
 RJ0125                          STATION RECOVERY (2006)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2023)
 RJ0125
 RJ0125'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CJA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125'
 RJ0125'NOTE-BENCH MARK IS LOCATED AT THE NORTH END OF ROTARY ISLAND PARK IN
 RJ0125'SAULT STE MARIE, MI.
 RJ0125'
 RJ0125'NOTE-A WALKING PATH OF CRUSHED STONE HAS BEEN INSTALLED OVER TOP OF
 RJ0125'THE BENCH MARK.  BENCH MARK IS APPROXIMATELY 12 INCHES (30 CM) BENEATH
 RJ0125'WALKING PATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR7011 ***********************************************************************
 DR7011  DESIGNATION -  907 6033 LITTLE RAPIDS 2
 DR7011  PID         -  DR7011
 DR7011  STATE/COUNTY-  MI/CHIPPEWA
 DR7011  COUNTRY     -  US
 DR7011  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 DR7011
 DR7011                         *CURRENT SURVEY CONTROL
 DR7011  ______________________________________________________________________
 DR7011* NAD 83(1986) POSITION- 46 29 08.99   (N) 084 18 06.19   (W)   HD_HELD1
 DR7011* NAVD 88 ORTHO HEIGHT -   178.645 (meters)      586.10  (feet) ADJUSTED
 DR7011  ______________________________________________________________________
 DR7011  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 DR7011  DYNAMIC HEIGHT  -        178.655 (meters)      586.14  (feet) COMP
 DR7011  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DR7011
 DR7011  VERT ORDER      -  SECOND    CLASS I
 DR7011
 DR7011.The horizontal coordinates were determined by differentially corrected
 DR7011.hand held GPS observations or other comparable positioning techniques
 DR7011.and have an estimated accuracy of +/- 3 meters.
 DR7011
 DR7011.The orthometric height was determined by differential leveling and
 DR7011.adjusted by the NATIONAL GEODETIC SURVEY
 DR7011.in October 2021.
 DR7011
 DR7011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7011.GEOID18 height accuracy estimate available here.
 DR7011
 DR7011.Click photographs - Photos may exist for this station.
 DR7011
 DR7011.The dynamic height is computed by dividing the NAVD 88
 DR7011.geopotential number by the normal gravity value computed on the
 DR7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7011.degrees latitude (g = 980.6199 gals.).
 DR7011
 DR7011.The modeled gravity was interpolated from observed gravity values.
 DR7011
 DR7011;                    North         East    Units  Estimated Accuracy
 DR7011;SPC MI N     -   192,748.7   8,207,121.9     MT  (+/- 3 meters HH1 GPS) 
 DR7011
 DR7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0709451566(NAD 83)
 DR7011
 DR7011                          SUPERSEDED SURVEY CONTROL
 DR7011
 DR7011.No superseded survey control is available for this station.
 DR7011
 DR7011_MARKER: DB = BENCH MARK DISK
 DR7011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR7011_SP_SET: TOWER BASE
 DR7011_STAMPING: LITTLE RAPIDS 2 2008
 DR7011_MARK LOGO: NOS
 DR7011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7011+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2022
 DR7011
 DR7011  HISTORY     - Date     Condition        Report By
 DR7011  HISTORY     - 20081208 MONUMENTED       COOPS
 DR7011  HISTORY     - 20180920 GOOD             COOPS
 DR7011  HISTORY     - 20220728 GOOD             CO-OPS
 DR7011
 DR7011                          STATION DESCRIPTION
 DR7011
 DR7011'DESCRIBED BY NOAA COOPS 2018 (JMM)
 DR7011'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF THE FEDERAL BUILDING AT 225 E
 DR7011'PORTAGE AVENUE, SAULT STE MARIE, MICHIGAN, AT THE SUGAR ISLAND FERRY
 DR7011'MAINLAND DOCK AREA.
 DR7011'
 DR7011'TO REACH IN SAULT SAINTE MARIE FROM THE INTERSECTION OF ASHMUN STREET
 DR7011'AND E. PORTAGE AVENUE, PROCEED SOUTHEAST ON E. PORTAGE AVENUE FOR 2.3
 DR7011'MI (3.7 KM) TO THE ENTRANCE FOR THE SUGAR ISLAND FERRY MAINLAND DOCK
 DR7011'AREA AND THE ROTARY COMMUNITY PARK, DIRECTLY NORTHEAST OF AND BEHIND
 DR7011'CLYDE'S DRIVE INN AT 1425 RIVERSIDE DRIVE.  NOTE: E. PORTAGE AVENUE
 DR7011'TURNS DIRECTLY INTO RIVERSIDE DRIVE AT THE JUNCTION OF E. PORTAGE AND
 DR7011'MISSION ROAD JUST NORTHWEST OF SAID LOCATION, LOCATED AT THE NOAA
 DR7011'GAUGING STATION, IN THE CONCRETE BASE FOR THE ROHN METEOROLOGICAL
 DR7011'TOWER.
 DR7011'
 DR7011'IT IS 32.97 M (108.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 2.5 M
 DR7011'(8.2 FT) X 2.0 M (6.6 FT) CINDERBLOCK BUILDING ON SE SIDE OF THE FERRY
 DR7011'LOADING RAMP, 29.70 M (97.4 FT) NORTH-NORTHWEST OF SOUTHERNMOST
 DR7011'BOLLARD ON SHEET PILE WALL, 8.37 M (27.5 FT) NORTHEAST OF THE
 DR7011'NORTHEASTERLY EDGE OF ASPHALT PARKING LOT, 1.15 M (3.8 FT)
 DR7011'WEST-SOUTHWEST OF THE SOUTHWEST FACE OF THE NOAA GAUGE HOUSE, 0.11 M
 DR7011'(0.4 FT) ABOVE GROUND, BEING HIGH POINT OF STANDARD BRONZE NOS SURVEY
 DR7011'DISC.
 DR7011
 DR7011                          STATION RECOVERY (2022)
 DR7011
 DR7011'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DR7011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0735 ***********************************************************************
 RJ0735  DESIGNATION -  907 6046 A
 RJ0735  PID         -  RJ0735
 RJ0735  STATE/COUNTY-  MI/CHIPPEWA
 RJ0735  COUNTRY     -  US
 RJ0735  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0735
 RJ0735                         *CURRENT SURVEY CONTROL
 RJ0735  ______________________________________________________________________
 RJ0735* NAD 83(1986) POSITION- 46 26 05.     (N) 084 15 57.     (W)   SCALED
 RJ0735* NAVD 88 ORTHO HEIGHT -   178.348 (meters)      585.13  (feet) ADJUSTED
 RJ0735  ______________________________________________________________________
 RJ0735  GEOID HEIGHT    -        -36.638 (meters)                     GEOID18
 RJ0735  DYNAMIC HEIGHT  -        178.358 (meters)      585.16  (feet) COMP
 RJ0735  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0735
 RJ0735  VERT ORDER      -  SECOND    CLASS I
 RJ0735
 RJ0735.The horizontal coordinates were scaled from a map and have
 RJ0735.an estimated accuracy of +/- 6 seconds.
 RJ0735
 RJ0735.The orthometric height was determined by differential leveling and
 RJ0735.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0735.in June 1991.
 RJ0735
 RJ0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0735.GEOID18 height accuracy estimate available here.
 RJ0735
 RJ0735.Click photographs - Photos may exist for this station.
 RJ0735
 RJ0735.The dynamic height is computed by dividing the NAVD 88
 RJ0735.geopotential number by the normal gravity value computed on the
 RJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0735.degrees latitude (g = 980.6199 gals.).
 RJ0735
 RJ0735.The modeled gravity was interpolated from observed gravity values.
 RJ0735
 RJ0735;                    North         East    Units  Estimated Accuracy
 RJ0735;SPC MI N     -   187,170.    8,210,070.      MT  (+/- 180 meters Scaled)
 RJ0735
 RJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0735
 RJ0735                          SUPERSEDED SURVEY CONTROL
 RJ0735
 RJ0735.No superseded survey control is available for this station.
 RJ0735
 RJ0735_MARKER: DB = BENCH MARK DISK
 RJ0735_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0735_SP_SET: CABIN FOUNDATION
 RJ0735_STAMPING: 6046 A 1986
 RJ0735_MARK LOGO: NOS
 RJ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0735+STABILITY: SURFACE MOTION
 RJ0735
 RJ0735  HISTORY     - Date     Condition        Report By
 RJ0735  HISTORY     - 1986     MONUMENTED       NOS
 RJ0735  HISTORY     - 19950603 GOOD             USPSQD
 RJ0735  HISTORY     - 20051123 POOR             INDIV
 RJ0735
 RJ0735                          STATION DESCRIPTION
 RJ0735
 RJ0735'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0735'17.9 KM (11.1 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0735'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0735'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0735'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0735'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, IN THE
 RJ0735'NORTHWEST CORNER STONE OF CABIN NUMBER 3 (2ND CABIN EAST OF LAMPHEARS
 RJ0735'DRIVEWAY), 4.3 M (14.1 FT) EAST OF THE CENTER OF THE DRIVEWAY, 1.9 M
 RJ0735'(6.2 FT) SOUTH OF A 12-INCH PINE TREE, AND 0.3 M (1.0 FT) NORTHWEST OF
 RJ0735'THE NORTHWEST CORNER OF THE CABIN.
 RJ0735'THE MARK IS 0.4 M ABOVE THE GROUND.
 RJ0735
 RJ0735                          STATION RECOVERY (1995)
 RJ0735
 RJ0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0735'RECOVERED IN GOOD CONDITION.
 RJ0735
 RJ0735                          STATION RECOVERY (2005)
 RJ0735
 RJ0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0735'THE CONCRETE FOOTING HAS HEAVED.  DISC APPEARS TO BE IN GOOD CONDITION
 RJ0735'BUT MAY NOT BE SUITABLE FOR LEVELING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0733 ***********************************************************************
 RJ0733  DESIGNATION -  907 6046 B
 RJ0733  PID         -  RJ0733
 RJ0733  STATE/COUNTY-  MI/CHIPPEWA
 RJ0733  COUNTRY     -  US
 RJ0733  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0733
 RJ0733                         *CURRENT SURVEY CONTROL
 RJ0733  ______________________________________________________________________
 RJ0733* NAD 83(1986) POSITION- 46 26 04.     (N) 084 15 58.     (W)   SCALED
 RJ0733* NAVD 88 ORTHO HEIGHT -   181.904 (meters)      596.80  (feet) ADJUSTED
 RJ0733  ______________________________________________________________________
 RJ0733  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ0733  DYNAMIC HEIGHT  -        181.914 (meters)      596.83  (feet) COMP
 RJ0733  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0733
 RJ0733  VERT ORDER      -  SECOND    CLASS I
 RJ0733
 RJ0733.The horizontal coordinates were scaled from a map and have
 RJ0733.an estimated accuracy of +/- 6 seconds.
 RJ0733
 RJ0733.The orthometric height was determined by differential leveling and
 RJ0733.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0733.in June 1991.
 RJ0733
 RJ0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0733.GEOID18 height accuracy estimate available here.
 RJ0733
 RJ0733.Click photographs - Photos may exist for this station.
 RJ0733
 RJ0733.The dynamic height is computed by dividing the NAVD 88
 RJ0733.geopotential number by the normal gravity value computed on the
 RJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0733.degrees latitude (g = 980.6199 gals.).
 RJ0733
 RJ0733.The modeled gravity was interpolated from observed gravity values.
 RJ0733
 RJ0733;                    North         East    Units  Estimated Accuracy
 RJ0733;SPC MI N     -   187,130.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0733
 RJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0733
 RJ0733                          SUPERSEDED SURVEY CONTROL
 RJ0733
 RJ0733.No superseded survey control is available for this station.
 RJ0733
 RJ0733_MARKER: DB = BENCH MARK DISK
 RJ0733_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0733_SP_SET: SHED FOUNDATION
 RJ0733_STAMPING: 6046 B 1986
 RJ0733_MARK LOGO: NOS
 RJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0733+STABILITY: SURFACE MOTION
 RJ0733
 RJ0733  HISTORY     - Date     Condition        Report By
 RJ0733  HISTORY     - 1986     MONUMENTED       NOS
 RJ0733  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0733  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0733
 RJ0733                          STATION DESCRIPTION
 RJ0733
 RJ0733'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0733'10.9 KM (6.8 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0733'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROAD FROM ITS
 RJ0733'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0733'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0733'MILE ROAD, IN THE CENTER OF A 2 FOOT SQUARE CORNER POST OF THE
 RJ0733'FOUNDATION OF A CONCRETE SHED, 91.4 M (299.9 FT) WEST OF THE LAMPHEARS
 RJ0733'RESIDENCE, 64.0 M (210.0 FT) NORTH OF THE ROAD CENTER, 22.5 M (73.8
 RJ0733'FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, AND 6.1 M (20.0 FT) SOUTH
 RJ0733'OF A 12-INCH BIRCH TREE.
 RJ0733'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0733
 RJ0733                          STATION RECOVERY (1995)
 RJ0733
 RJ0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0733'MARK NOT FOUND.
 RJ0733
 RJ0733                          STATION RECOVERY (2005)
 RJ0733
 RJ0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0733'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0736 ***********************************************************************
 RJ0736  DESIGNATION -  907 6046 C
 RJ0736  PID         -  RJ0736
 RJ0736  STATE/COUNTY-  MI/CHIPPEWA
 RJ0736  COUNTRY     -  US
 RJ0736  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0736
 RJ0736                         *CURRENT SURVEY CONTROL
 RJ0736  ______________________________________________________________________
 RJ0736* NAD 83(1986) POSITION- 46 26 05.     (N) 084 15 58.     (W)   SCALED
 RJ0736* NAVD 88 ORTHO HEIGHT -   178.552 (meters)      585.80  (feet) ADJUSTED
 RJ0736  ______________________________________________________________________
 RJ0736  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ0736  DYNAMIC HEIGHT  -        178.562 (meters)      585.83  (feet) COMP
 RJ0736  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0736
 RJ0736  VERT ORDER      -  SECOND    CLASS I
 RJ0736
 RJ0736.The horizontal coordinates were scaled from a map and have
 RJ0736.an estimated accuracy of +/- 6 seconds.
 RJ0736
 RJ0736.The orthometric height was determined by differential leveling and
 RJ0736.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0736.in June 1991.
 RJ0736
 RJ0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0736.GEOID18 height accuracy estimate available here.
 RJ0736
 RJ0736.Click photographs - Photos may exist for this station.
 RJ0736
 RJ0736.The dynamic height is computed by dividing the NAVD 88
 RJ0736.geopotential number by the normal gravity value computed on the
 RJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0736.degrees latitude (g = 980.6199 gals.).
 RJ0736
 RJ0736.The modeled gravity was interpolated from observed gravity values.
 RJ0736
 RJ0736;                    North         East    Units  Estimated Accuracy
 RJ0736;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0736
 RJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0736
 RJ0736                          SUPERSEDED SURVEY CONTROL
 RJ0736
 RJ0736.No superseded survey control is available for this station.
 RJ0736
 RJ0736_MARKER: DB = BENCH MARK DISK
 RJ0736_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0736_SP_SET: CESSPOOL FOUNDATION
 RJ0736_STAMPING: 6046 C 1986
 RJ0736_MARK LOGO: NOS
 RJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0736+STABILITY: SURFACE MOTION
 RJ0736
 RJ0736  HISTORY     - Date     Condition        Report By
 RJ0736  HISTORY     - 1986     MONUMENTED       NOS
 RJ0736  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0736  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0736
 RJ0736                          STATION DESCRIPTION
 RJ0736
 RJ0736'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0736'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0736'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0736'INTERSECTION OF ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM
 RJ0736'(1.3 MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG
 RJ0736'FIVE MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, IN TOP
 RJ0736'OF THE SOUTHEAST CORNER OF A 1.7 M (5.5 FT) CONCRETE CESSPOOL
 RJ0736'FOUNDATION, 25.5 M (83.7 FT) NORTH-NORTHEAST OF A 24-INCH BIRCH TREE,
 RJ0736'5.7 M (18.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE LAMPHEARS
 RJ0736'RESIDENCE, AND 13.8 M (45.3 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 RJ0736'CORNER OF A BRICK GRILL.
 RJ0736'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0736
 RJ0736                          STATION RECOVERY (1995)
 RJ0736
 RJ0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0736'MARK NOT FOUND.
 RJ0736
 RJ0736                          STATION RECOVERY (2005)
 RJ0736
 RJ0736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0734 ***********************************************************************
 RJ0734  DESIGNATION -  907 6046 D
 RJ0734  PID         -  RJ0734
 RJ0734  STATE/COUNTY-  MI/CHIPPEWA
 RJ0734  COUNTRY     -  US
 RJ0734  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0734
 RJ0734                         *CURRENT SURVEY CONTROL
 RJ0734  ______________________________________________________________________
 RJ0734* NAD 83(1986) POSITION- 46 26 05.     (N) 084 15 58.     (W)   SCALED
 RJ0734* NAVD 88 ORTHO HEIGHT -   179.147 (meters)      587.75  (feet) ADJUSTED
 RJ0734  ______________________________________________________________________
 RJ0734  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ0734  DYNAMIC HEIGHT  -        179.156 (meters)      587.78  (feet) COMP
 RJ0734  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0734
 RJ0734  VERT ORDER      -  SECOND    CLASS I
 RJ0734
 RJ0734.The horizontal coordinates were scaled from a map and have
 RJ0734.an estimated accuracy of +/- 6 seconds.
 RJ0734
 RJ0734.The orthometric height was determined by differential leveling and
 RJ0734.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0734.in June 1991.
 RJ0734
 RJ0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0734.GEOID18 height accuracy estimate available here.
 RJ0734
 RJ0734.Click photographs - Photos may exist for this station.
 RJ0734
 RJ0734.The dynamic height is computed by dividing the NAVD 88
 RJ0734.geopotential number by the normal gravity value computed on the
 RJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0734.degrees latitude (g = 980.6199 gals.).
 RJ0734
 RJ0734.The modeled gravity was interpolated from observed gravity values.
 RJ0734
 RJ0734;                    North         East    Units  Estimated Accuracy
 RJ0734;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0734
 RJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0734
 RJ0734                          SUPERSEDED SURVEY CONTROL
 RJ0734
 RJ0734.No superseded survey control is available for this station.
 RJ0734
 RJ0734_MARKER: B = BOLT
 RJ0734_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0734_SP_SET: CESSPOOL FOUNDATION
 RJ0734_STAMPING: 6046 D 1986
 RJ0734_MARK LOGO: NONE
 RJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0734+STABILITY: SURFACE MOTION
 RJ0734
 RJ0734  HISTORY     - Date     Condition        Report By
 RJ0734  HISTORY     - 1986     MONUMENTED       NOS
 RJ0734  HISTORY     - 19950603 GOOD             USPSQD
 RJ0734
 RJ0734                          STATION DESCRIPTION
 RJ0734
 RJ0734'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0734'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0734'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0734'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0734'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0734'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, THE TOP OF
 RJ0734'THE MOST NORTHEASTERLY 1 OF 4 1/4 INCH STEEL BOLTS ANCHORING A PUMP TO
 RJ0734'THE TOP OF THE CESSPOOL FOUNDATION, 19.0 M (62.3 FT) NORTH-NORTHWEST
 RJ0734'OF UTILITY POLE NUMBER E3614, 12.8 M (43.0 FT) NORTH-NORTHEAST OF
 RJ0734'UTILITY POLE NUMBER J3015, AND 3.4 M (11.1 FT) SOUTH OF THE CENTER OF
 RJ0734'A DRIVEWAY LEADING TO THE LAMPHEARS RESIDENCE.
 RJ0734'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0734
 RJ0734                          STATION RECOVERY (1995)
 RJ0734
 RJ0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0737 ***********************************************************************
 RJ0737  DESIGNATION -  907 6046 E
 RJ0737  PID         -  RJ0737
 RJ0737  STATE/COUNTY-  MI/CHIPPEWA
 RJ0737  COUNTRY     -  US
 RJ0737  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0737
 RJ0737                         *CURRENT SURVEY CONTROL
 RJ0737  ______________________________________________________________________
 RJ0737* NAD 83(1986) POSITION- 46 26 05.     (N) 084 15 58.     (W)   SCALED
 RJ0737* NAVD 88 ORTHO HEIGHT -   178.109 (meters)      584.35  (feet) ADJUSTED
 RJ0737  ______________________________________________________________________
 RJ0737  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ0737  DYNAMIC HEIGHT  -        178.119 (meters)      584.38  (feet) COMP
 RJ0737  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0737
 RJ0737  VERT ORDER      -  SECOND    CLASS I
 RJ0737
 RJ0737.The horizontal coordinates were scaled from a map and have
 RJ0737.an estimated accuracy of +/- 6 seconds.
 RJ0737
 RJ0737.The orthometric height was determined by differential leveling and
 RJ0737.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0737.in June 1991.
 RJ0737
 RJ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0737.GEOID18 height accuracy estimate available here.
 RJ0737
 RJ0737.Click photographs - Photos may exist for this station.
 RJ0737
 RJ0737.The dynamic height is computed by dividing the NAVD 88
 RJ0737.geopotential number by the normal gravity value computed on the
 RJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0737.degrees latitude (g = 980.6199 gals.).
 RJ0737
 RJ0737.The modeled gravity was interpolated from observed gravity values.
 RJ0737
 RJ0737;                    North         East    Units  Estimated Accuracy
 RJ0737;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0737
 RJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0737
 RJ0737                          SUPERSEDED SURVEY CONTROL
 RJ0737
 RJ0737.No superseded survey control is available for this station.
 RJ0737
 RJ0737_MARKER: B = BOLT
 RJ0737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0737_SP_SET: SIGN POST FOUNDATION
 RJ0737_MARK LOGO: NONE
 RJ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0737
 RJ0737  HISTORY     - Date     Condition        Report By
 RJ0737  HISTORY     - 1986     MONUMENTED       NOS
 RJ0737
 RJ0737                          STATION DESCRIPTION
 RJ0737
 RJ0737'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0737'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0737'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0737'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0737'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0737'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, THE HIGHEST
 RJ0737'POINT OF THE MOST SOUTHWESTERLY 1 OF 4 STEEL BOLTS IN A 2.5 BY 2.5
 RJ0737'FOOT CONCRETE SIGN FOUNDATION HAVING A CHISELED X ON THE BOLT AND 6046
 RJ0737'E 1986 CHISELED AT THE BASE OF THE BOLT, 30.7 M (100.7 FT)
 RJ0737'NORTH-NORTHEAST OF A 17-INCH PINE TREE, 30.7 M (100.7 FT) NORTH OF A
 RJ0737'FLAG POLE, 29.6 M (97.1 FT) EAST OF A 24-INCH BIRCH TREE.
 RJ0737'THE MARK IS 0.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0621 ***********************************************************************
 RJ0621  DESIGNATION -  907 6050 E
 RJ0621  PID         -  RJ0621
 RJ0621  STATE/COUNTY-  MI/CHIPPEWA
 RJ0621  COUNTRY     -  US
 RJ0621  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0621
 RJ0621                         *CURRENT SURVEY CONTROL
 RJ0621  ______________________________________________________________________
 RJ0621* NAD 83(1986) POSITION- 46 27 32.     (N) 084 17 16.     (W)   SCALED
 RJ0621* NAVD 88 ORTHO HEIGHT -   178.987 (meters)      587.23  (feet) ADJUSTED
 RJ0621  ______________________________________________________________________
 RJ0621  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ0621  DYNAMIC HEIGHT  -        178.997 (meters)      587.26  (feet) COMP
 RJ0621  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0621
 RJ0621  VERT ORDER      -  FIRST     CLASS 0
 RJ0621
 RJ0621.The horizontal coordinates were scaled from a map and have
 RJ0621.an estimated accuracy of +/- 6 seconds.
 RJ0621
 RJ0621.The orthometric height was determined by differential leveling and
 RJ0621.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0621.in June 1991.
 RJ0621
 RJ0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0621.GEOID18 height accuracy estimate available here.
 RJ0621
 RJ0621.Click photographs - Photos may exist for this station.
 RJ0621
 RJ0621.The dynamic height is computed by dividing the NAVD 88
 RJ0621.geopotential number by the normal gravity value computed on the
 RJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0621.degrees latitude (g = 980.6199 gals.).
 RJ0621
 RJ0621.The modeled gravity was interpolated from observed gravity values.
 RJ0621
 RJ0621;                    North         East    Units  Estimated Accuracy
 RJ0621;SPC MI N     -   189,790.    8,208,290.      MT  (+/- 180 meters Scaled)
 RJ0621
 RJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS082486(NAD 83)
 RJ0621
 RJ0621                          SUPERSEDED SURVEY CONTROL
 RJ0621
 RJ0621.No superseded survey control is available for this station.
 RJ0621
 RJ0621_MARKER: DB = BENCH MARK DISK
 RJ0621_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0621_SP_SET: CONCRETE FOUNDATION
 RJ0621_STAMPING: 907 6050 E 1977
 RJ0621_MARK LOGO: NOS
 RJ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0621+STABILITY: SURFACE MOTION
 RJ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0621+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 RJ0621
 RJ0621  HISTORY     - Date     Condition        Report By
 RJ0621  HISTORY     - 1977     MONUMENTED       NOS
 RJ0621  HISTORY     - 1983     GOOD             NGS
 RJ0621  HISTORY     - 20011029 GOOD             USPSQD
 RJ0621  HISTORY     - 20040824 GOOD             USPSQD
 RJ0621  HISTORY     - 20051122 GOOD             INDIV
 RJ0621
 RJ0621                          STATION DESCRIPTION
 RJ0621
 RJ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0621'6.5 KM (4.0 MI) SE FROM SAULT STE MARIE.
 RJ0621'6.5 KM (4.0 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0621'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, AT THE
 RJ0621'NORTHERNMOST ENTRANCE TO THE RIVERSIDE CEMETERY, A DISK SET IN THE TOP
 RJ0621'AND AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 RJ0621'RECTANGULAR SHAPED WHITE BRICK CEMETERY ENTRANCE WITH RED SANDSTONE
 RJ0621'MARKER INLAYED AND INSCRIBED 1890, 13.3 METERS (43.6 FT) WEST OF THE
 RJ0621'CENTERLINE OF RIVERSIDE DRIVE, 6.0 METERS (19.6 FT) NORTH-NORTHWEST
 RJ0621'OF THE NORTHERNMOST ENTRANCE DRIVE TO THE CEMETERY, AND 35.0 METERS
 RJ0621'(114.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FRAMED
 RJ0621'DWELLING.
 RJ0621'THE MARK IS 0.12 M ABOVE GROUND.
 RJ0621
 RJ0621                          STATION RECOVERY (2001)
 RJ0621
 RJ0621'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0621'RECOVERED IN GOOD CONDITION.
 RJ0621
 RJ0621                          STATION RECOVERY (2004)
 RJ0621
 RJ0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0621'RECOVERED IN GOOD CONDITION.
 RJ0621
 RJ0621                          STATION RECOVERY (2005)
 RJ0621
 RJ0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0114 ***********************************************************************
 RJ0114  DESIGNATION -  907 6050 FRECHETTE
 RJ0114  PID         -  RJ0114
 RJ0114  STATE/COUNTY-  MI/CHIPPEWA
 RJ0114  COUNTRY     -  US
 RJ0114  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0114
 RJ0114                         *CURRENT SURVEY CONTROL
 RJ0114  ______________________________________________________________________
 RJ0114* NAD 83(1986) POSITION- 46 27 28.     (N) 084 17 12.     (W)   SCALED
 RJ0114* NAVD 88 ORTHO HEIGHT -   178.894 (meters)      586.92  (feet) ADJUSTED
 RJ0114  ______________________________________________________________________
 RJ0114  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ0114  DYNAMIC HEIGHT  -        178.903 (meters)      586.95  (feet) COMP
 RJ0114  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0114
 RJ0114  VERT ORDER      -  FIRST     CLASS 0
 RJ0114
 RJ0114.The horizontal coordinates were scaled from a map and have
 RJ0114.an estimated accuracy of +/- 6 seconds.
 RJ0114
 RJ0114.The orthometric height was determined by differential leveling and
 RJ0114.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0114.in June 1991.
 RJ0114
 RJ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0114.GEOID18 height accuracy estimate available here.
 RJ0114
 RJ0114.Click photographs - Photos may exist for this station.
 RJ0114
 RJ0114.The dynamic height is computed by dividing the NAVD 88
 RJ0114.geopotential number by the normal gravity value computed on the
 RJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0114.degrees latitude (g = 980.6199 gals.).
 RJ0114
 RJ0114.The modeled gravity was interpolated from observed gravity values.
 RJ0114
 RJ0114;                    North         East    Units  Estimated Accuracy
 RJ0114;SPC MI N     -   189,670.    8,208,380.      MT  (+/- 180 meters Scaled)
 RJ0114
 RJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083484(NAD 83)
 RJ0114
 RJ0114                          SUPERSEDED SURVEY CONTROL
 RJ0114
 RJ0114.No superseded survey control is available for this station.
 RJ0114
 RJ0114_MARKER: DD = SURVEY DISK
 RJ0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0114_SP_SET: BRIDGE ABUTMENT
 RJ0114_STAMPING: FRECHETTE CBF 1960 USLS
 RJ0114_MARK LOGO: USACE
 RJ0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0114
 RJ0114  HISTORY     - Date     Condition        Report By
 RJ0114  HISTORY     - 1960     MONUMENTED       USLS
 RJ0114  HISTORY     - 1972     GOOD             USLS
 RJ0114  HISTORY     - 1983     GOOD             NGS
 RJ0114  HISTORY     - 19950603 GOOD             USPSQD
 RJ0114  HISTORY     - 20011029 GOOD             USPSQD
 RJ0114  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 RJ0114  HISTORY     - 20051122 GOOD             INDIV
 RJ0114
 RJ0114                          STATION DESCRIPTION
 RJ0114
 RJ0114'DESCRIBED BY US LAKE SURVEY 1972
 RJ0114'4 MI SE FROM SAULT STE MARIE.
 RJ0114'FRECHETTE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES SOUTHEASTERLY
 RJ0114'ALONG PORTAGE AVENUE (RIVERSIDE DRIVE) FROM BRIDGE OVER POWER
 RJ0114'CANAL IN SAULT STE. MARIE, ABOUT 0.1 MILE SOUTHERLY OF A REAR
 RJ0114'RANGE LIGHT, NEAR FRECHETTE POINT, ON SOUTHWESTERLY ABUTMENT
 RJ0114'OF BRIDGE OVER FRECHETTE CREEK, 16 FEET WEST OF CENTERLINE OF
 RJ0114'RIVERSIDE DRIVE, 0.4 FEET NORTH OF SOUTH FACE OF ABUTMENT,
 RJ0114'1/2-FOOT ABOVE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0114'OF BRONZE DISC SET INTO TOP OF CONCRETE ABUTMENT.
 RJ0114
 RJ0114                          STATION RECOVERY (1983)
 RJ0114
 RJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0114'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 RJ0114'(4.65 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0114'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, A DISK SET IN TOP AND
 RJ0114'AT THE SOUTHWEST END OF SOUTHEAST HIGHWAY BRIDGE ABUTMENT OVER
 RJ0114'FRECHETTE CREEK, 4.9 METERS (16.0 FT) SOUTHWEST OF CENTERLINE OF
 RJ0114'RIVERSIDE DRIVE, AND 0.12 METERS (0.4 FT) NORTHWEST OF SOUTHEAST FACE
 RJ0114'OF ABUTMENT.
 RJ0114'THE MARK IS 0.15 M ABOVE ROAD.
 RJ0114
 RJ0114                          STATION RECOVERY (1995)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0114'RECOVERED IN GOOD CONDITION.
 RJ0114
 RJ0114                          STATION RECOVERY (2001)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0114'RECOVERED IN GOOD CONDITION.
 RJ0114
 RJ0114                          STATION RECOVERY (2004)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0114'THE BRIDGE HAS BEEN REPLACED BY A LARGE METAL CULVERT.
 RJ0114
 RJ0114                          STATION RECOVERY (2005)
 RJ0114
 RJ0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0116 ***********************************************************************
 RJ0116  DESIGNATION -  907 6050 OFFICE
 RJ0116  PID         -  RJ0116
 RJ0116  STATE/COUNTY-  MI/CHIPPEWA
 RJ0116  COUNTRY     -  US
 RJ0116  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0116
 RJ0116                         *CURRENT SURVEY CONTROL
 RJ0116  ______________________________________________________________________
 RJ0116* NAD 83(1986) POSITION- 46 27 40.     (N) 084 17 13.     (W)   SCALED
 RJ0116* NAVD 88 ORTHO HEIGHT -   178.082 (meters)      584.26  (feet) ADJUSTED
 RJ0116  ______________________________________________________________________
 RJ0116  GEOID HEIGHT    -        -36.653 (meters)                     GEOID18
 RJ0116  DYNAMIC HEIGHT  -        178.091 (meters)      584.29  (feet) COMP
 RJ0116  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0116
 RJ0116  VERT ORDER      -  FIRST     CLASS 0
 RJ0116
 RJ0116.The horizontal coordinates were scaled from a map and have
 RJ0116.an estimated accuracy of +/- 6 seconds.
 RJ0116
 RJ0116.The orthometric height was determined by differential leveling and
 RJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0116.in June 1991.
 RJ0116
 RJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0116.GEOID18 height accuracy estimate available here.
 RJ0116
 RJ0116.Click photographs - Photos may exist for this station.
 RJ0116
 RJ0116.The dynamic height is computed by dividing the NAVD 88
 RJ0116.geopotential number by the normal gravity value computed on the
 RJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0116.degrees latitude (g = 980.6199 gals.).
 RJ0116
 RJ0116.The modeled gravity was interpolated from observed gravity values.
 RJ0116
 RJ0116;                    North         East    Units  Estimated Accuracy
 RJ0116;SPC MI N     -   190,040.    8,208,350.      MT  (+/- 180 meters Scaled)
 RJ0116
 RJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083488(NAD 83)
 RJ0116
 RJ0116                          SUPERSEDED SURVEY CONTROL
 RJ0116
 RJ0116.No superseded survey control is available for this station.
 RJ0116
 RJ0116_MARKER: I = METAL ROD
 RJ0116_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0116+WITH SETTING: INFORMATION.
 RJ0116_PROJECTION: FLUSH
 RJ0116_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0116_ROD/PIPE-DEPTH: 2.4 meters
 RJ0116
 RJ0116  HISTORY     - Date     Condition        Report By
 RJ0116  HISTORY     - 1968     MONUMENTED       USLS
 RJ0116  HISTORY     - 1972     GOOD             USLS
 RJ0116  HISTORY     - 1983     GOOD             NGS
 RJ0116  HISTORY     - 19950603 GOOD             USPSQD
 RJ0116  HISTORY     - 20070619 MARK NOT FOUND   INDIV
 RJ0116
 RJ0116                          STATION DESCRIPTION
 RJ0116
 RJ0116'DESCRIBED BY US LAKE SURVEY 1972
 RJ0116'3.3 MI SE FROM SAULT STE MARIE.
 RJ0116'OFFICE IS IN CHIPPEWA COUNTY, MICHIGAN, 3.3 MILES SOUTHEASTERLY
 RJ0116'OF PORTAGE (RIVERSIDE DRIVE) AVENUE BRIDGE OVER POWER CANAL
 RJ0116'IN SAULT STE. MARIE, ON NORTHEAST SIDE OF RIVERSIDE DRIVE, ON
 RJ0116'PROPERTY OF MARINE CONSTRUCTION COMPANY, 15.5 FEET SOUTHERLY
 RJ0116'OF WEST CORNER, 1.5 FEET WEST OF SOUTH CORNER AND 0.6 FEET
 RJ0116'SOUTHWEST OF SOUTHWEST FACE OF YARD OFFICE, 1/4-FOOT ABOVE
 RJ0116'THE GROUND, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0116'STEEL ROD, 8 FEET LONG.
 RJ0116
 RJ0116                          STATION RECOVERY (1983)
 RJ0116
 RJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0116'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM
 RJ0116'(3.9 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0116'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON PROPERTY OF SOO
 RJ0116'MARINE CONSTRUCTION COMPANY, AT SITE OF OLD DILAPIDATED YARD OFFICE
 RJ0116'BUILDING, ABOUT 91 METERS (300 FT) NORTHEAST OF RIVERSIDE DRIVE, SET
 RJ0116'BETWEEN TWO WITNESS POSTS, 0.46 METERS (1.5 FT) NORTHWEST OF THE SOUTH
 RJ0116'CORNER OF OLD YARD OFFICE BUILDING, 0.12 METERS (0.4 FT) SOUTHWEST OF
 RJ0116'SOUTHWEST FACE OF BUILDING, AND 4.7 METERS (15.5 FT) SOUTHEAST OF
 RJ0116'NORTHWEST CORNER OF BUILDING.
 RJ0116'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 RJ0116'THE MARK IS 0.3 M ABOVE GROUND.
 RJ0116
 RJ0116                          STATION RECOVERY (1995)
 RJ0116
 RJ0116'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0116'RECOVERED IN GOOD CONDITION.
 RJ0116
 RJ0116                          STATION RECOVERY (2007)
 RJ0116
 RJ0116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (PAW)
 RJ0116'THE SOO MARINE CONSTRUCTION COMPANY PROPERTY IS NOW OWNED BY GREAT
 RJ0116'LAKES DREDGE AND DOCK COMPANY.  THERE IS NO SIGN OF A YARD OFFICE
 RJ0116'BUILDING ON THE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0112 ***********************************************************************
 RJ0112  DESIGNATION -  907 6050 SM 13
 RJ0112  PID         -  RJ0112
 RJ0112  STATE/COUNTY-  MI/CHIPPEWA
 RJ0112  COUNTRY     -  US
 RJ0112  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0112
 RJ0112                         *CURRENT SURVEY CONTROL
 RJ0112  ______________________________________________________________________
 RJ0112* NAD 83(1986) POSITION- 46 27 03.     (N) 084 16 46.     (W)   SCALED
 RJ0112* NAVD 88 ORTHO HEIGHT -   180.378 (meters)      591.79  (feet) ADJUSTED
 RJ0112  ______________________________________________________________________
 RJ0112  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0112  DYNAMIC HEIGHT  -        180.387 (meters)      591.82  (feet) COMP
 RJ0112  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0112
 RJ0112  VERT ORDER      -  FIRST     CLASS 0
 RJ0112
 RJ0112.The horizontal coordinates were scaled from a map and have
 RJ0112.an estimated accuracy of +/- 6 seconds.
 RJ0112
 RJ0112.The orthometric height was determined by differential leveling and
 RJ0112.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0112.in June 1991.
 RJ0112
 RJ0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0112.GEOID18 height accuracy estimate available here.
 RJ0112
 RJ0112.Click photographs - Photos may exist for this station.
 RJ0112
 RJ0112.The dynamic height is computed by dividing the NAVD 88
 RJ0112.geopotential number by the normal gravity value computed on the
 RJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0112.degrees latitude (g = 980.6199 gals.).
 RJ0112
 RJ0112.The modeled gravity was interpolated from observed gravity values.
 RJ0112
 RJ0112;                    North         East    Units  Estimated Accuracy
 RJ0112;SPC MI N     -   188,920.    8,208,970.      MT  (+/- 180 meters Scaled)
 RJ0112
 RJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS089477(NAD 83)
 RJ0112
 RJ0112                          SUPERSEDED SURVEY CONTROL
 RJ0112
 RJ0112.No superseded survey control is available for this station.
 RJ0112
 RJ0112_MARKER: DD = SURVEY DISK
 RJ0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0112_SP_SET: BUILDING FOUNDATION
 RJ0112_STAMPING: SM 13 1934 MCK
 RJ0112_MARK LOGO: USLS
 RJ0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0112+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 RJ0112
 RJ0112  HISTORY     - Date     Condition        Report By
 RJ0112  HISTORY     - 1934     MONUMENTED       USLS
 RJ0112  HISTORY     - 1972     GOOD             USLS
 RJ0112  HISTORY     - 1978     GOOD             NGS
 RJ0112  HISTORY     - 1983     GOOD             NGS
 RJ0112  HISTORY     - 19950603 GOOD             USPSQD
 RJ0112  HISTORY     - 20011029 GOOD             USPSQD
 RJ0112  HISTORY     - 20051123 GOOD             INDIV
 RJ0112
 RJ0112                          STATION DESCRIPTION
 RJ0112
 RJ0112'DESCRIBED BY US LAKE SURVEY 1972
 RJ0112'4.5 MI SE FROM SAULT STE MARIE.
 RJ0112'SM 13 IS IN CHIPPEWA COUNTY, MICHIGAN, 4.5 MILES SOUTHEASTERLY
 RJ0112'FROM PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0112'IN SAULT STE. MARIE, ABOUT 180 FEET NORTHWEST OF INTERSECTION
 RJ0112'OF RIVERSIDE AND NICOLET ROADS, 4.5 FEET EAST OF NORTHWEST
 RJ0112'CORNER AND IN NORTH FACE OF STANLEY SIPNIEWSKIS DWELLING, 2-1/2
 RJ0112'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 RJ0112'DISC SET INTO THE CEMENT BLOCK FOUNDATION.  A USLS DISK.
 RJ0112
 RJ0112                          STATION RECOVERY (1978)
 RJ0112
 RJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (1983)
 RJ0112
 RJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.4 KM
 RJ0112'(5.2 MI) SOUTHEAST ALONG RIVERSIDE DRIVE (PORTAGE AVENUE) FROM THE
 RJ0112'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ABOUT 54.9 METERS
 RJ0112'(180.0 FT) NORTHWEST OF INTERSECTION OF RIVERSIDE AND NICOLET ROADS,
 RJ0112'SET VERTICALLY IN NORTHWEST FACE AND 1.4 METERS (4.5 FT) NORTHEAST OF
 RJ0112'THE SOUTHWEST CORNER OF MR. STANLEY SPNIEWSKIS DWELLING (CEMENT BLOCK
 RJ0112'FOUNDATION).
 RJ0112'THE MARK IS 0.76 M ABOVE GROUND.
 RJ0112
 RJ0112                          STATION RECOVERY (1995)
 RJ0112
 RJ0112'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (2001)
 RJ0112
 RJ0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (2005)
 RJ0112
 RJ0112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0112'DISC IS SET INTO THE CEMENT BLOCK FOUNDATION OF A HOUSE LOCATED AT
 RJ0112'3851 RIVERSIDE DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0117 ***********************************************************************
 RJ0117  DESIGNATION -  907 6050 YARD
 RJ0117  PID         -  RJ0117
 RJ0117  STATE/COUNTY-  MI/CHIPPEWA
 RJ0117  COUNTRY     -  US
 RJ0117  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0117
 RJ0117                         *CURRENT SURVEY CONTROL
 RJ0117  ______________________________________________________________________
 RJ0117* NAD 83(1986) POSITION- 46 27 40.     (N) 084 17 13.     (W)   SCALED
 RJ0117* NAVD 88 ORTHO HEIGHT -   177.709 (meters)      583.03  (feet) ADJUSTED
 RJ0117  ______________________________________________________________________
 RJ0117  GEOID HEIGHT    -        -36.653 (meters)                     GEOID18
 RJ0117  DYNAMIC HEIGHT  -        177.718 (meters)      583.06  (feet) COMP
 RJ0117  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0117
 RJ0117  VERT ORDER      -  FIRST     CLASS 0
 RJ0117
 RJ0117.The horizontal coordinates were scaled from a map and have
 RJ0117.an estimated accuracy of +/- 6 seconds.
 RJ0117
 RJ0117.The orthometric height was determined by differential leveling and
 RJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0117.in June 1991.
 RJ0117
 RJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0117.GEOID18 height accuracy estimate available here.
 RJ0117
 RJ0117.Click photographs - Photos may exist for this station.
 RJ0117
 RJ0117.The dynamic height is computed by dividing the NAVD 88
 RJ0117.geopotential number by the normal gravity value computed on the
 RJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0117.degrees latitude (g = 980.6199 gals.).
 RJ0117
 RJ0117.The modeled gravity was interpolated from observed gravity values.
 RJ0117
 RJ0117;                    North         East    Units  Estimated Accuracy
 RJ0117;SPC MI N     -   190,040.    8,208,350.      MT  (+/- 180 meters Scaled)
 RJ0117
 RJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083488(NAD 83)
 RJ0117
 RJ0117                          SUPERSEDED SURVEY CONTROL
 RJ0117
 RJ0117.No superseded survey control is available for this station.
 RJ0117
 RJ0117_MARKER: I = METAL ROD
 RJ0117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0117+WITH SETTING: INTO GROUND
 RJ0117_MARK LOGO: NONE
 RJ0117_PROJECTION: RECESSED 24 CENTIMETERS
 RJ0117_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0117_ROD/PIPE-DEPTH: 18.3 meters
 RJ0117
 RJ0117  HISTORY     - Date     Condition        Report By
 RJ0117  HISTORY     - 1971     MONUMENTED       NOS
 RJ0117  HISTORY     - 1972     GOOD             USLS
 RJ0117  HISTORY     - 1983     GOOD             NGS
 RJ0117
 RJ0117                          STATION DESCRIPTION
 RJ0117
 RJ0117'DESCRIBED BY US LAKE SURVEY 1972
 RJ0117'3.3 MI SE FROM SAULT STE MARIE.
 RJ0117'YARD IS IN CHIPPEWA COUNTY, MICHIGAN, 3.3 MILES SOUTHEASTERLY
 RJ0117'OF PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0117'IN SAULT STE. MARIE, ON PROPERTY OF MARINE CONSTRUCTION COMPANY,
 RJ0117'110.7 FEET WEST OF WEST CORNER OF A RED TARPAPER SHED, 73.5
 RJ0117'FEET SOUTHERLY OF STEEL PILING ON NORTHERLY SIDE OF SMALL BOAT
 RJ0117'RAMP, 37.0 FEET NORTHEAST OF NORTH CORNER OF PLYWOOD SHED,
 RJ0117'12.2 FEET SOUTH OF EAST CORNER, 4.3 FEET EAST OF SOUTH CORNER AND
 RJ0117'IN LINE WITH SOUTH FACE OF OFFICE, 3/4-FOOT BELOW THE GROUND
 RJ0117'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0117'COPPER-COATED STEEL ROD, 60 FEET LONG.
 RJ0117
 RJ0117                          STATION RECOVERY (1983)
 RJ0117
 RJ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0117'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9
 RJ0117'MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0117'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON PROPERTY OF THE SOO
 RJ0117'MARINE CONSTRUCTION COMPANY, AT SITE OF AN OLD DILAPIDATED YARD OFFICE
 RJ0117'BUILDING, ABOUT 91 METERS (300 FT) NORTHEAST OF RIVERSIDE DRIVE,
 RJ0117'33.74 METERS (110.7 FT) WEST OF THE WEST CORNER OF A RED TARPAPER
 RJ0117'SHED, 22.4 METERS (73.5 FT) SOUTH OF A STEEL PILING ON THE NORTH SIDE
 RJ0117'OF A SMALL BOAT RAMP, 11.28 M (37.0 FT) NORTHEAST OF THE NORTH CORNER
 RJ0117'OF A PLYWOOD SHED, 1.31 M (4.3 FT) EAST OF THE SOUTH CORNER AND IN
 RJ0117'LINE WITH THE SOUTH FACE OF THE OFFICE, AND 1.01 METERS (3.3 FT) EAST
 RJ0117'OF BENCH MARK OFFICE.
 RJ0117'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0009 ***********************************************************************
 RJ0009  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0009  DESIGNATION -  907 6060 BOATHOUSE
 RJ0009  PID         -  RJ0009
 RJ0009  STATE/COUNTY-  MI/CHIPPEWA
 RJ0009  COUNTRY     -  US
 RJ0009  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0009
 RJ0009                         *CURRENT SURVEY CONTROL
 RJ0009  ______________________________________________________________________
 RJ0009* NAD 83(1986) POSITION- 46 30 03.01   (N) 084 20 25.20   (W)   HD_HELD1
 RJ0009* NAVD 88 ORTHO HEIGHT -   178.752 (meters)      586.46  (feet) ADJUSTED
 RJ0009  ______________________________________________________________________
 RJ0009  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0009  DYNAMIC HEIGHT  -        178.762 (meters)      586.49  (feet) COMP
 RJ0009  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0009
 RJ0009  VERT ORDER      -  FIRST     CLASS 0
 RJ0009
 RJ0009.The horizontal coordinates were determined by differentially corrected
 RJ0009.hand held GPS observations or other comparable positioning techniques
 RJ0009.and have an estimated accuracy of +/- 3 meters.
 RJ0009
 RJ0009.The orthometric height was determined by differential leveling and
 RJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0009.in June 1991.
 RJ0009
 RJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0009.GEOID18 height accuracy estimate available here.
 RJ0009
 RJ0009.This Water Level Mark is designated as VM 13172
 RJ0009.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0009
 RJ0009.Click photographs - Photos may exist for this station.
 RJ0009
 RJ0009.The dynamic height is computed by dividing the NAVD 88
 RJ0009.geopotential number by the normal gravity value computed on the
 RJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0009.degrees latitude (g = 980.6199 gals.).
 RJ0009
 RJ0009.The modeled gravity was interpolated from observed gravity values.
 RJ0009
 RJ0009;                    North         East    Units  Estimated Accuracy
 RJ0009;SPC MI N     -   194,315.5   8,204,103.1     MT  (+/- 3 meters HH1 GPS) 
 RJ0009
 RJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0407453133(NAD 83)
 RJ0009
 RJ0009                          SUPERSEDED SURVEY CONTROL
 RJ0009
 RJ0009.No superseded survey control is available for this station.
 RJ0009
 RJ0009_MARKER: Z = SEE DESCRIPTION
 RJ0009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0009_SP_SET: BUILDING WALL
 RJ0009_MARK LOGO: USACE
 RJ0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0009+STABILITY: SURFACE MOTION
 RJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0009+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 RJ0009
 RJ0009  HISTORY     - Date     Condition        Report By
 RJ0009  HISTORY     - 1945     MONUMENTED       USACE
 RJ0009  HISTORY     - 1972     GOOD             USLS
 RJ0009  HISTORY     - 1983     GOOD             NGS
 RJ0009  HISTORY     - 19941005 GOOD             NOS
 RJ0009  HISTORY     - 19950911 GOOD             NOS
 RJ0009  HISTORY     - 19960903 GOOD             NOS
 RJ0009  HISTORY     - 19970806 GOOD             NOS
 RJ0009  HISTORY     - 20181005 GOOD             NOS
 RJ0009  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0009
 RJ0009                          STATION DESCRIPTION
 RJ0009
 RJ0009'DESCRIBED BY US LAKE SURVEY 1972
 RJ0009'AT SAULT STE MARIE.
 RJ0009'BOATHOUSE A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0009'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0009'LOCKS, IN THE CORPS OF ENGINEERS BOATHOUSE, NEAR NORTHWEST CORNER
 RJ0009'OF THE BUILDING, 4.8 FEET FROM THE NORTH WALL, 1.2 FEET FROM THE
 RJ0009'WEST WALL, NEAR CENTER OF A 1.1 FOOT DIAMETER IRON WELL WITH A
 RJ0009'METAL COVER, BEING HIGHEST POINT OVER SMALL BRASS PLATE AT END OF
 RJ0009'THE IRON ARM FASTENED TO THE WELL.
 RJ0009
 RJ0009                          STATION RECOVERY (1983)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0009'MARIE, BELOW THE SOO LOCK, IN THE CORPS OF ENGINEERS BOATHOUSE WHICH
 RJ0009'IS LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, INSIDE SECURITY
 RJ0009'AREA, INSIDE AND AT THE NORTHWEST CORNER OF BUILDING, INSIDE A METAL
 RJ0009'CAGE WHICH HOUSES THE WATER LEVEL GAGE, POINT HELD WAS HIGH POINT ON A
 RJ0009'ONE INCH BRASS PLATE AT THE END OF AN IRON ARM, LOCATED INSIDE AND
 RJ0009'NEAR CENTER OF A 0.31 METERS (1.1 FT) DIAMETER IRON WELL WITH METAL
 RJ0009'COVER, 1.5 METERS (4.8 FT) SOUTH OF NORTH WALL OF BUILDING,
 RJ0009'0.37 METERS (1.2 FT) EAST OF WEST WALL OF BUILDING.
 RJ0009'THE MARK IS ABOVE LEVEL WITH FLOOR OF BOATHOUSE.
 RJ0009
 RJ0009                          STATION RECOVERY (1994)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0009'BOATHOUSE IS IN SAULT STE.  MARIE,CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0009'SOO LOCK, IN THE CORPS OF ENGINEERS BOATHOUSE WHICH IS LOCATED NEAR
 RJ0009'THE NORTHEAST CORNER OF BRADY PARK, INSIDE SECURITY AREA, INSIDE AND
 RJ0009'AT THE NORTHWEST CORNER OF BUILDING, INSIDE A METAL CAGE WHICH HOUSES
 RJ0009'THE WATER LEVEL GAGE, POINT HELD WAS HIGH POINT ON A ONE INCH BRASS
 RJ0009'PLATE AT THE END OF AN IRON ARM, LOCATED INSIDE AND NEAR CENTER OF A
 RJ0009'0.31 METERS (1.02 FT) DIAMETER IRON WELL WITH METAL COVER, 1.5 METERS
 RJ0009'(4.9 FT) SOUTH OF NORTH WALL OF BUILDING, 0.37 METERS (1.21 FT) EAST
 RJ0009'OF WEST WALL OF BUILDING.
 RJ0009
 RJ0009                          STATION RECOVERY (1995)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0009'RECOVERED AS DESCRIBED.
 RJ0009
 RJ0009                          STATION RECOVERY (1996)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0009'RECOVERED AS DESCRIBED.
 RJ0009
 RJ0009                          STATION RECOVERY (1997)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0009'RECOVERED AS DESCRIBED.
 RJ0009
 RJ0009                          STATION RECOVERY (2018)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0009'RECOVERED IN GOOD CONDITION.
 RJ0009'
 RJ0009'NOTE-IN SAULT STE MARIE, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 RJ0009'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  INSIDE OF AND AT THE
 RJ0009'NORTHWEST CORNER OF THE BOATHOUSE LOCATED AT THE LOWER EAST END OF THE
 RJ0009'BOAT BASIN.
 RJ0009'
 RJ0009'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0009'FALLS CANAL AT 906-635-3477.
 RJ0009
 RJ0009                          STATION RECOVERY (2022)
 RJ0009
 RJ0009'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0010 ***********************************************************************
 RJ0010  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0010  DESIGNATION -  907 6060 BOATHOUSE W
 RJ0010  PID         -  RJ0010
 RJ0010  STATE/COUNTY-  MI/CHIPPEWA
 RJ0010  COUNTRY     -  US
 RJ0010  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0010
 RJ0010                         *CURRENT SURVEY CONTROL
 RJ0010  ______________________________________________________________________
 RJ0010* NAD 83(1986) POSITION- 46 30 03.01   (N) 084 20 25.25   (W)   HD_HELD1
 RJ0010* NAVD 88 ORTHO HEIGHT -   179.424 (meters)      588.66  (feet) ADJUSTED
 RJ0010  ______________________________________________________________________
 RJ0010  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0010  DYNAMIC HEIGHT  -        179.434 (meters)      588.69  (feet) COMP
 RJ0010  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0010
 RJ0010  VERT ORDER      -  FIRST     CLASS 0
 RJ0010
 RJ0010.The horizontal coordinates were determined by differentially corrected
 RJ0010.hand held GPS observations or other comparable positioning techniques
 RJ0010.and have an estimated accuracy of +/- 3 meters.
 RJ0010
 RJ0010.The orthometric height was determined by differential leveling and
 RJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0010.in April 1998.
 RJ0010
 RJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0010.GEOID18 height accuracy estimate available here.
 RJ0010
 RJ0010.This Water Level Mark is designated as VM 13173
 RJ0010.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0010
 RJ0010.Click photographs - Photos may exist for this station.
 RJ0010
 RJ0010.The dynamic height is computed by dividing the NAVD 88
 RJ0010.geopotential number by the normal gravity value computed on the
 RJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0010.degrees latitude (g = 980.6199 gals.).
 RJ0010
 RJ0010.The modeled gravity was interpolated from observed gravity values.
 RJ0010
 RJ0010;                    North         East    Units  Estimated Accuracy
 RJ0010;SPC MI N     -   194,315.4   8,204,102.0     MT  (+/- 3 meters HH1 GPS) 
 RJ0010
 RJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0407353133(NAD 83)
 RJ0010
 RJ0010                          SUPERSEDED SURVEY CONTROL
 RJ0010
 RJ0010  NAVD 88 (06/15/91)  179.426  (m)          588.67   (f) SUPERSEDED  1 0
 RJ0010
 RJ0010.Superseded values are not recommended for survey control.
 RJ0010
 RJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0010
 RJ0010_MARKER: O = CHISELED CIRCLE
 RJ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0010_SP_SET: WATER TABLE
 RJ0010_MARK LOGO: NONE
 RJ0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0010+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 RJ0010
 RJ0010  HISTORY     - Date     Condition        Report By
 RJ0010  HISTORY     - 1971     MONUMENTED       NOS
 RJ0010  HISTORY     - 1972     GOOD             USLS
 RJ0010  HISTORY     - 1983     GOOD             NGS
 RJ0010  HISTORY     - 19850826 GOOD             NOS
 RJ0010  HISTORY     - 19970806 GOOD             NOS
 RJ0010  HISTORY     - 20181005 GOOD             NOS
 RJ0010  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0010
 RJ0010                          STATION DESCRIPTION
 RJ0010
 RJ0010'DESCRIBED BY US LAKE SURVEY 1972
 RJ0010'AT SAULT STE MARIE.
 RJ0010'BOATHOUSE W IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 RJ0010'BELOW THE LOCKS, AT CORPS OF ENGINEERS BOATHOUSE, 10.2 FEET
 RJ0010'SOUTHERLY OF NORTHWEST CORNER OF BOATHOUSE, NEAR NORTH SIDE OF
 RJ0010'DOUBLE DOORWAY LEADING TO WATER LEVEL GAGE, -ABOUT 2 FEET ABOVE
 RJ0010'THE GROUND, BEING HIGHEST POINT IN A 1 INCH SQUARE CUT IN TOP OF
 RJ0010'SOUTHWEST CORNER OF CONCRETE WATER TABLE.
 RJ0010
 RJ0010                          STATION RECOVERY (1983)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0010'MARIE, BELOW THE LOCKS AT THE U.S. ARMY CORPS OF ENGINEERS BOATHOUSE,
 RJ0010'WHICH IS LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, A CHISELED
 RJ0010'SQUARE CUT IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE WATER TABLE,
 RJ0010'NEAR THE NORTH SIDE OF A DOUBLE DOOR WHICH LEADS TO WATER LEVEL GAGE
 RJ0010'INSIDE BOATHOUSE, 3.1 METERS (10.2 FT) SOUTH OF NORTHWEST CORNER OF
 RJ0010'BOATHOUSE, 1.2 METERS (4.0 FT) NORTH OF THE CENTER OF DOUBLE DOORS,
 RJ0010'(WEST ENTRANCE TO BOATHOUSE).
 RJ0010'THE MARK IS 0.61 M ABOVE GROUND.
 RJ0010
 RJ0010                          STATION RECOVERY (1985)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985
 RJ0010'BOATHOUSE W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0010'THE LOCKS AT THE U.S.  ARMY CORPS OF ENGINEERS BOATHOUSE, WHICH IS
 RJ0010'LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, A 1-INCH CHISELED
 RJ0010'SQUARE CUT IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE WATER TABLE,
 RJ0010'NEAR THE NORTH SIDE OF A DOUBLE DOOR WHICH LEADS TO WATER LEVEL GAGE
 RJ0010'INSIDE BOATHOUSE, 3.1 METERS (10.2 FT) SOUTH OF NORTHWEST CORNER OF
 RJ0010'BOATHOUSE, 1.2 METERS (3.9 FT) NORTH OF THE CENTER OF DOUBLE DOORS,
 RJ0010'(WEST ENTRANCE TO BOATHOUSE) .
 RJ0010
 RJ0010                          STATION RECOVERY (1997)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0010'RECOVERED AS DESCRIBED.
 RJ0010
 RJ0010                          STATION RECOVERY (2018)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0010'RECOVERED IN GOOD CONDITION.
 RJ0010'
 RJ0010'NOTE-IN SAULT STE MARIE, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 RJ0010'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  AT THE NORTHWEST CORNER
 RJ0010'OF THE BOATHOUSE LOCATED AT THE LOWER EAST END OF THE BOAT BASIN.  A
 RJ0010'1-INCH (3 CM) CHISELED HALF CIRCLE CUT IN TOP OUTSIDE CORNER OF THE
 RJ0010'CONCRETE WATER TABLE ON THE NORTH SIDE OF THE DOUBLE DOOR ENTRANCE TO
 RJ0010'THE BOATHOUSE WHICH LEADS TO WATER LEVEL GAUGE INSIDE THE BOATHOUSE.
 RJ0010'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0010'FALLS CANAL AT 906-635-3477.
 RJ0010
 RJ0010                          STATION RECOVERY (2022)
 RJ0010
 RJ0010'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0011 ***********************************************************************
 RJ0011  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0011  DESIGNATION -  907 6060 BRADY
 RJ0011  PID         -  RJ0011
 RJ0011  STATE/COUNTY-  MI/CHIPPEWA
 RJ0011  COUNTRY     -  US
 RJ0011  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0011
 RJ0011                         *CURRENT SURVEY CONTROL
 RJ0011  ______________________________________________________________________
 RJ0011* NAD 83(1986) POSITION- 46 30 09.     (N) 084 20 29.     (W)   SCALED
 RJ0011* NAVD 88 ORTHO HEIGHT -   178.618 (meters)      586.02  (feet) ADJUSTED
 RJ0011  ______________________________________________________________________
 RJ0011  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0011  DYNAMIC HEIGHT  -        178.628 (meters)      586.05  (feet) COMP
 RJ0011  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 RJ0011
 RJ0011  VERT ORDER      -  FIRST     CLASS 0
 RJ0011
 RJ0011.The horizontal coordinates were scaled from a map and have
 RJ0011.an estimated accuracy of +/- 6 seconds.
 RJ0011
 RJ0011.The orthometric height was determined by differential leveling and
 RJ0011.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0011.in June 1991.
 RJ0011
 RJ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0011.GEOID18 height accuracy estimate available here.
 RJ0011
 RJ0011.This Water Level Mark is designated as VM 13174
 RJ0011.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0011
 RJ0011.Click photographs - Photos may exist for this station.
 RJ0011
 RJ0011.The dynamic height is computed by dividing the NAVD 88
 RJ0011.geopotential number by the normal gravity value computed on the
 RJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0011.degrees latitude (g = 980.6199 gals.).
 RJ0011
 RJ0011.The modeled gravity was interpolated from observed gravity values.
 RJ0011
 RJ0011;                    North         East    Units  Estimated Accuracy
 RJ0011;SPC MI N     -   194,500.    8,204,020.      MT  (+/- 180 meters Scaled)
 RJ0011
 RJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS039533(NAD 83)
 RJ0011
 RJ0011                          SUPERSEDED SURVEY CONTROL
 RJ0011
 RJ0011.No superseded survey control is available for this station.
 RJ0011
 RJ0011_MARKER: Z = SEE DESCRIPTION
 RJ0011_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0011_MARK LOGO: USACE
 RJ0011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0011+STABILITY: POSITION/ELEVATION WELL
 RJ0011
 RJ0011  HISTORY     - Date     Condition        Report By
 RJ0011  HISTORY     - 1947     MONUMENTED       USACE
 RJ0011  HISTORY     - 1972     GOOD             USLS
 RJ0011  HISTORY     - 1983     GOOD             NGS
 RJ0011  HISTORY     - 19941005 GOOD             NOS
 RJ0011  HISTORY     - 19950911 GOOD             NOS
 RJ0011  HISTORY     - 19960903 GOOD             NOS
 RJ0011  HISTORY     - 19970806 GOOD             NOS
 RJ0011
 RJ0011                          STATION DESCRIPTION
 RJ0011
 RJ0011'DESCRIBED BY US LAKE SURVEY 1972
 RJ0011'AT SAULT STE MARIE.
 RJ0011'BRADY A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0011'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE LOCKS,
 RJ0011'IN BRADY PARK, NEAR NORTH CORNER OF THE CORPS OF ENGINEERS MOORING
 RJ0011'BASIN, 53.8 FEET FROM FACE OF CHANNEL WALL, 30.1 FEET FROM
 RJ0011'NORTH CORNER POST OF FENCE AROUND THE BASIN, 28.5 FEET FROM LIGHT
 RJ0011'POLE NO. 195, 12.5 FEET FROM SOUTHWEST CORNER AND 8.0 FEET FROM
 RJ0011'SOUTHEAST CORNER OF THE SOUTHEAST PIER SHELTER, BEING HIGHEST POINT
 RJ0011'ON TOP OF AN IRON ROD FOX WEDGED INTO BED ROCK AND INCLOSED IN A
 RJ0011'CEMENT FILLED 3-INCH PIPE CAPPED BY A REDUCER AND PIPE PLUG.
 RJ0011
 RJ0011                          STATION RECOVERY (1983)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0011'MARIE, BELOW THE LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR
 RJ0011'THE NORTHWEST CORNER OF U.S. CORPS OF ENGINEERS MOORING BASIN, NEAR
 RJ0011'THE (SOUTHEAST PIER) SHELTER BUILDING, TOP OF AN IRON ROD WEDGED INTO
 RJ0011'BEDROCK, INSIDE A THREE INCH PIPE AND CAPPED BY A REDUCER AND PIPE
 RJ0011'PLUG, 2.4 METERS (8.0 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (4.0 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.0 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.1 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1994)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0011'BRADY IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN BELOW THE
 RJ0011'LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR THE NORTHWEST
 RJ0011'CORNER OF U.S.  CORPS OF ENGINEERS MOORING BASIN, NEAR THE (SOUTHEAST
 RJ0011'PIER) SHELTER BUILDING, TOP OF AN IRON ROD FOX WEDGED INTO BEDROCK,
 RJ0011'INSIDE A THREE INCH CEMENT FILLED PIPE AND CAPPED BY A REDUCER AND
 RJ0011'PIPE PLUG, 2.4 METERS (7.9 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (3.9 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.1 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.2 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1995)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0011'BRADY IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN BELOW THE
 RJ0011'LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR THE NORTHWEST
 RJ0011'CORNER OF U.S.  CORPS OF ENGINEERS MOORING BASIN, NEAR THE (SOUTHEAST
 RJ0011'PIER) SHELTER BUILDING, TOP OF AN IRON ROD FOX WEDGED INTO BEDROCK,
 RJ0011'INSIDE A THREE INCH CEMENT FILLED PIPE AND CAPPED BY A REDUCER AND
 RJ0011'PIPE PLUG, 2.4 METERS (7.9 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (3.9 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.1 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.2 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1996)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0011'RECOVERED AS DESCRIBED.
 RJ0011
 RJ0011                          STATION RECOVERY (1997)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0015 ***********************************************************************
 RJ0015  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0015  DESIGNATION -  907 6060 PC
 RJ0015  PID         -  RJ0015
 RJ0015  STATE/COUNTY-  MI/CHIPPEWA
 RJ0015  COUNTRY     -  US
 RJ0015  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0015
 RJ0015                         *CURRENT SURVEY CONTROL
 RJ0015  ______________________________________________________________________
 RJ0015* NAD 83(1986) POSITION- 46 30 08.32   (N) 084 20 50.51   (W)   HD_HELD1
 RJ0015* NAVD 88 ORTHO HEIGHT -   178.914 (meters)      586.99  (feet) ADJUSTED
 RJ0015  ______________________________________________________________________
 RJ0015  GEOID HEIGHT    -        -36.640 (meters)                     GEOID18
 RJ0015  DYNAMIC HEIGHT  -        178.925 (meters)      587.02  (feet) COMP
 RJ0015  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RJ0015
 RJ0015  VERT ORDER      -  FIRST     CLASS 0
 RJ0015
 RJ0015.The horizontal coordinates were determined by differentially corrected
 RJ0015.hand held GPS observations or other comparable positioning techniques
 RJ0015.and have an estimated accuracy of +/- 3 meters.
 RJ0015
 RJ0015.The orthometric height was determined by differential leveling and
 RJ0015.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0015.in June 1991.
 RJ0015
 RJ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0015.GEOID18 height accuracy estimate available here.
 RJ0015
 RJ0015.This Water Level Mark is designated as VM 13178
 RJ0015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0015
 RJ0015.Click photographs - Photos may exist for this station.
 RJ0015
 RJ0015.The dynamic height is computed by dividing the NAVD 88
 RJ0015.geopotential number by the normal gravity value computed on the
 RJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0015.degrees latitude (g = 980.6199 gals.).
 RJ0015
 RJ0015.The modeled gravity was interpolated from observed gravity values.
 RJ0015
 RJ0015;                    North         East    Units  Estimated Accuracy
 RJ0015;SPC MI N     -   194,461.2   8,203,558.3     MT  (+/- 3 meters HH1 GPS) 
 RJ0015
 RJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0352953279(NAD 83)
 RJ0015
 RJ0015                          SUPERSEDED SURVEY CONTROL
 RJ0015
 RJ0015.No superseded survey control is available for this station.
 RJ0015
 RJ0015_MARKER: DD = SURVEY DISK
 RJ0015_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 RJ0015_SP_SET: BULKHEAD
 RJ0015_STAMPING: PC
 RJ0015_MARK LOGO: USACE
 RJ0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0015+STABILITY: POSITION/ELEVATION WELL
 RJ0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0015+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 RJ0015
 RJ0015  HISTORY     - Date     Condition        Report By
 RJ0015  HISTORY     - 1946     MONUMENTED       USACE
 RJ0015  HISTORY     - 1972     GOOD             USLS
 RJ0015  HISTORY     - 1983     GOOD             NGS
 RJ0015  HISTORY     - 19941005 GOOD             NOS
 RJ0015  HISTORY     - 19970806 GOOD             NOS
 RJ0015  HISTORY     - 20181005 GOOD             NOS
 RJ0015  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0015
 RJ0015                          STATION DESCRIPTION
 RJ0015
 RJ0015'DESCRIBED BY US LAKE SURVEY 1972
 RJ0015'AT SAULT STE MARIE.
 RJ0015'P C A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0015'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, JUST BELOW THE
 RJ0015'LOCKS, ON SOUTH WALL OF APPROACH TO MAC ARTHUR LOCK, ABOUT 320
 RJ0015'FEET DOWNSTREAM FROM LINE OF EAST FACE OF ADMINISTRATION BUILDING,
 RJ0015'104.2 FEET NORTHEAST OF LIGHT POLE NO. 216, 2.0 FEET FROM CHANNEL
 RJ0015'FACE OF WALL, BEING HIGHEST POINT OVER CENTER OF BRONZE DISC SET
 RJ0015'INTO CONCRETE WALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1983)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0015'MARIE, JUST BELOW THE SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF
 RJ0015'APPROACH TO MAC ARTHUR LOCK, AND ABOUT 97.6 METERS (320.0 FT) EAST OF
 RJ0015'EXTENDED LINE OF EAST FACE OF U.S. CORPS OF ENGINEERS ADMINISTRATION
 RJ0015'BUILDING, 31.7 METERS (104.2 FT) NORTHEAST OF LIGHT POLE 216,
 RJ0015'0.6 METER (2.0 FT) SOUTH OF NORTH EDGE OF SEAWALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1994)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0015'PC IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, JUST BELOW THE
 RJ0015'SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF APPROACH TO MAC ARTHUR
 RJ0015'LOCK, AND ABOUT 97.6 METERS (320.2 FT) EAST OF EXTENDED LINE OF EAST
 RJ0015'FACE OF U.S.  CORPS OF ENGINEERS ADMINISTRATION BUILDING, 31.7 METERS
 RJ0015'(104.0 FT) NORTHEAST OF LIGHT POLE 216, 0.6 METER (2.0 FT) SOUTH OF
 RJ0015'NORTH EDGE OF SEAWALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1997)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0015'RECOVERED AS DESCRIBED.
 RJ0015
 RJ0015                          STATION RECOVERY (2018)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0015'RECOVERED IN GOOD CONDITION.
 RJ0015'
 RJ0015'NOTE-IN SAULT STE MARIE, MI, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 RJ0015'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  IN THE TOP OF THE SOUTH
 RJ0015'CONCRETE BULKHEAD AT THE EASTERN END JUST EAST OF AND BELOW THE MAC
 RJ0015'ARTHUR LOCK.  THIS SECTION OF THE CONCRETE BULKHEADS FOUNDATION IS ON
 RJ0015'BEDROCK.
 RJ0015'
 RJ0015'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0015'FALLS CANAL AT 906-635-3477.
 RJ0015
 RJ0015                          STATION RECOVERY (2022)
 RJ0015
 RJ0015'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0014 ***********************************************************************
 RJ0014  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0014  DESIGNATION -  907 6060 PT
 RJ0014  PID         -  RJ0014
 RJ0014  STATE/COUNTY-  MI/CHIPPEWA
 RJ0014  COUNTRY     -  US
 RJ0014  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0014
 RJ0014                         *CURRENT SURVEY CONTROL
 RJ0014  ______________________________________________________________________
 RJ0014* NAD 83(1986) POSITION- 46 30 07.91   (N) 084 20 41.85   (W)   HD_HELD1
 RJ0014* NAVD 88 ORTHO HEIGHT -   178.774 (meters)      586.53  (feet) ADJUSTED
 RJ0014  ______________________________________________________________________
 RJ0014  GEOID HEIGHT    -        -36.642 (meters)                     GEOID18
 RJ0014  DYNAMIC HEIGHT  -        178.784 (meters)      586.56  (feet) COMP
 RJ0014  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 RJ0014
 RJ0014  VERT ORDER      -  FIRST     CLASS 0
 RJ0014
 RJ0014.The horizontal coordinates were determined by differentially corrected
 RJ0014.hand held GPS observations or other comparable positioning techniques
 RJ0014.and have an estimated accuracy of +/- 3 meters.
 RJ0014
 RJ0014.The orthometric height was determined by differential leveling and
 RJ0014.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0014.in June 1991.
 RJ0014
 RJ0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0014.GEOID18 height accuracy estimate available here.
 RJ0014
 RJ0014.This Water Level Mark is designated as VM 13177
 RJ0014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0014
 RJ0014.Click photographs - Photos may exist for this station.
 RJ0014
 RJ0014.The dynamic height is computed by dividing the NAVD 88
 RJ0014.geopotential number by the normal gravity value computed on the
 RJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0014.degrees latitude (g = 980.6199 gals.).
 RJ0014
 RJ0014.The modeled gravity was interpolated from observed gravity values.
 RJ0014
 RJ0014;                    North         East    Units  Estimated Accuracy
 RJ0014;SPC MI N     -   194,454.8   8,203,743.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0014
 RJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0371453272(NAD 83)
 RJ0014
 RJ0014                          SUPERSEDED SURVEY CONTROL
 RJ0014
 RJ0014.No superseded survey control is available for this station.
 RJ0014
 RJ0014_MARKER: DD = SURVEY DISK
 RJ0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0014_SP_SET: APPROACH SEAWALL TO LOCK
 RJ0014_STAMPING: PT
 RJ0014_MARK LOGO: USACE
 RJ0014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0014+STABILITY: SURFACE MOTION
 RJ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0014+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 RJ0014
 RJ0014  HISTORY     - Date     Condition        Report By
 RJ0014  HISTORY     - 1947     MONUMENTED       USACE
 RJ0014  HISTORY     - 1972     GOOD             USLS
 RJ0014  HISTORY     - 1983     GOOD             NGS
 RJ0014  HISTORY     - 19920617 GOOD             NOS
 RJ0014  HISTORY     - 19950911 GOOD             NOS
 RJ0014  HISTORY     - 19960903 GOOD             NOS
 RJ0014  HISTORY     - 19970806 GOOD             NOS
 RJ0014  HISTORY     - 20181005 GOOD             NOS
 RJ0014  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0014
 RJ0014                          STATION DESCRIPTION
 RJ0014
 RJ0014'DESCRIBED BY US LAKE SURVEY 1972
 RJ0014'AT SAULT STE MARIE.
 RJ0014'P T A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0014'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH WALL OF APPROACH TO THE MAC ARTHUR LOCK, ON
 RJ0014'LINE OF WEST FACE OF THE CORPS OF ENGINEERS WAREHOUSE, 1.9 FEET
 RJ0014'FROM CHANNEL FACE OF THE WALL, BEING HIGHEST POINT OVER CENTER OF
 RJ0014'BRONZE DISC SET INTO THE CONCRETE.
 RJ0014
 RJ0014                          STATION RECOVERY (1983)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0014'MARIE, BELOW THE SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF APPROACH
 RJ0014'TO MAC ARTHUR LOCK, ON AN EXTENDED LINE AND NORTH OF THE WEST FACE OF
 RJ0014'THE U.S. CORPS OF ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.9 FT)
 RJ0014'SOUTH OF NORTH EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1992)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.90 FT) SOUTH OF NORTH
 RJ0014'EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1995)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.90 FT) SOUTH OF NORTH
 RJ0014'EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1996)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0014'RECOVERED AS DESCRIBED.
 RJ0014
 RJ0014                          STATION RECOVERY (1997)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 31.79M NORTH-NORTHEAST OF A CONCRETE
 RJ0014'LIGHT POLE NO.  216, 22.26 M (73.03 FT) NORTHWEST OF CONCRETE LIGHT
 RJ0014'POLE NO.  212, 8.92 M (29.27 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 RJ0014'THE COE WAREHOUSE, 7.90 M (25.92 FT) NORTH OF A CHAINLINK FENCE, 0.58
 RJ0014'METERS (1.90 FT) SOUTH OF NORTH EDGE OF SEAWALL, NOTE, PART OF DISK
 RJ0014'NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (2018)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0014'RECOVERED IN GOOD CONDITION.
 RJ0014'
 RJ0014'NOTE-IN SAULT STE MARIE, MI, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 RJ0014'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  IN THE TOP OF THE SOUTH
 RJ0014'CONCRETE BULKHEAD JUST EAST OF AND BELOW THE MAC ARTHUR LOCK.  JUST
 RJ0014'WEST OF THE EXTENDED NORTH LINE OF THE WEST FACE OF THE U.S. CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING.
 RJ0014'
 RJ0014'IT IS 5.3 M (17.4 FT) NORTH OF THE SECOND BOLLARD WEST OF THE EXTENDED
 RJ0014'WAREHOUSE LINE, AT A SECTION OF THE SEAWALL THAT HAS A ROUND IRON
 RJ0014'ACCESS MANHOLE COVER AND A SQUARE 5 X 4 FT (1.2 M) STEEL ACCESS PANEL,
 RJ0014'1.15 M (3.8 FT) NORTHEAST OF THE CENTER OF THE ROUND MANHOLE COVER AND
 RJ0014'3.38 M (11.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SQUARE
 RJ0014'ACCESS PANEL.
 RJ0014'
 RJ0014'NOTE-THE STAMPING ON THIS MARK IS NO LONGER LEGIBLE.
 RJ0014'
 RJ0014'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0014'FALLS CANAL AT 906-635-3477.
 RJ0014
 RJ0014                          STATION RECOVERY (2022)
 RJ0014
 RJ0014'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0012 ***********************************************************************
 RJ0012  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0012  DESIGNATION -  907 6060 WAREHOUSE E
 RJ0012  PID         -  RJ0012
 RJ0012  STATE/COUNTY-  MI/CHIPPEWA
 RJ0012  COUNTRY     -  US
 RJ0012  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0012
 RJ0012                         *CURRENT SURVEY CONTROL
 RJ0012  ______________________________________________________________________
 RJ0012* NAD 83(1986) POSITION- 46 30 05.4    (N) 084 20 39.1    (W)   HD_HELD2
 RJ0012* NAVD 88 ORTHO HEIGHT -   179.661 (meters)      589.44  (feet) ADJUSTED
 RJ0012  ______________________________________________________________________
 RJ0012  GEOID HEIGHT    -        -36.643 (meters)                     GEOID18
 RJ0012  DYNAMIC HEIGHT  -        179.671 (meters)      589.47  (feet) COMP
 RJ0012  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 RJ0012
 RJ0012  VERT ORDER      -  FIRST     CLASS 0
 RJ0012
 RJ0012.The horizontal coordinates were established by autonomous hand held GPS
 RJ0012.observations and have an estimated accuracy of +/- 10 meters.
 RJ0012
 RJ0012.The orthometric height was determined by differential leveling and
 RJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0012.in June 1991.
 RJ0012
 RJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0012.GEOID18 height accuracy estimate available here.
 RJ0012
 RJ0012.This Water Level Mark is designated as VM 13175
 RJ0012.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0012
 RJ0012.Click photographs - Photos may exist for this station.
 RJ0012
 RJ0012.The dynamic height is computed by dividing the NAVD 88
 RJ0012.geopotential number by the normal gravity value computed on the
 RJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0012.degrees latitude (g = 980.6199 gals.).
 RJ0012
 RJ0012.The modeled gravity was interpolated from observed gravity values.
 RJ0012
 RJ0012;                    North         East    Units  Estimated Accuracy
 RJ0012;SPC MI N     -   194,379.    8,203,804.      MT  (+/- 10 meters HH2 GPS)
 RJ0012
 RJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0377553197(NAD 83)
 RJ0012
 RJ0012                          SUPERSEDED SURVEY CONTROL
 RJ0012
 RJ0012.No superseded survey control is available for this station.
 RJ0012
 RJ0012_MARK LOGO: NOS
 RJ0012
 RJ0012  HISTORY     - Date     Condition        Report By
 RJ0012  HISTORY     - 1946     MONUMENTED       USACE
 RJ0012  HISTORY     - 1972     GOOD             USLS
 RJ0012  HISTORY     - 1983     GOOD             NGS
 RJ0012  HISTORY     - 19930730 GOOD             NOS
 RJ0012  HISTORY     - 19950911 GOOD             NOS
 RJ0012  HISTORY     - 19960903 GOOD             NOS
 RJ0012  HISTORY     - 19970806 GOOD             NOS
 RJ0012  HISTORY     - 20160914 MARK NOT FOUND   NOS
 RJ0012
 RJ0012                          STATION DESCRIPTION
 RJ0012
 RJ0012'DESCRIBED BY US LAKE SURVEY 1972
 RJ0012'AT SAULT STE MARIE.
 RJ0012'WHSE. E. A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0012'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0012'LOCKS, ON DOWNSTREAM SIDE OF THE CORPS OF ENGINEERS WAREHOUSE, ON
 RJ0012'CHANNEL END OF SILL OF ENTRANCE GATE TO THE COURT, BEING HIGHEST
 RJ0012'POINT OVER BRASS BOLT SET INTO THE CONCRETE.
 RJ0012
 RJ0012                          STATION RECOVERY (1983)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0012'MARIE, BELOW THE SOO LOCKS AT THE EAST SIDE AND MIDDLE ENTRANCE TO THE
 RJ0012'U.S. CORPS OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1993)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 RJ0012'WAREHOUSE E IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0012'THE SOO LOCKS AT THE EASTSIDE AND MIDDLE ENTRANCE TO THE U.S.  CORPS
 RJ0012'OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH (CHANNEL)
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1995)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0012'WAREHOUSE E IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0012'THE SOO LOCKS AT THE EASTSIDE AND MIDDLE ENTRANCE TO THE U.S.  CORPS
 RJ0012'OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH (CHANNEL)
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1996)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0012'RECOVERED AS DESCRIBED
 RJ0012
 RJ0012                          STATION RECOVERY (1997)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0012'RECOVERED AS DESCRIBED.
 RJ0012
 RJ0012                          STATION RECOVERY (2016)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2016 (MTS)
 RJ0012'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0013 ***********************************************************************
 RJ0013  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0013  DESIGNATION -  907 6060 WAREHOUSE N
 RJ0013  PID         -  RJ0013
 RJ0013  STATE/COUNTY-  MI/CHIPPEWA
 RJ0013  COUNTRY     -  US
 RJ0013  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0013
 RJ0013                         *CURRENT SURVEY CONTROL
 RJ0013  ______________________________________________________________________
 RJ0013* NAD 83(1986) POSITION- 46 30 07.28   (N) 084 20 39.86   (W)   HD_HELD1
 RJ0013* NAVD 88 ORTHO HEIGHT -   179.682 (meters)      589.51  (feet) ADJUSTED
 RJ0013  ______________________________________________________________________
 RJ0013  GEOID HEIGHT    -        -36.643 (meters)                     GEOID18
 RJ0013  DYNAMIC HEIGHT  -        179.692 (meters)      589.54  (feet) COMP
 RJ0013  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 RJ0013
 RJ0013  VERT ORDER      -  SECOND    CLASS I
 RJ0013
 RJ0013.The horizontal coordinates were determined by differentially corrected
 RJ0013.hand held GPS observations or other comparable positioning techniques
 RJ0013.and have an estimated accuracy of +/- 3 meters.
 RJ0013
 RJ0013.The orthometric height was determined by differential leveling and
 RJ0013.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0013.in February 2021.
 RJ0013
 RJ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0013.GEOID18 height accuracy estimate available here.
 RJ0013
 RJ0013.This Water Level Mark is designated as VM 13176
 RJ0013.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0013
 RJ0013.Click photographs - Photos may exist for this station.
 RJ0013
 RJ0013.The dynamic height is computed by dividing the NAVD 88
 RJ0013.geopotential number by the normal gravity value computed on the
 RJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0013.degrees latitude (g = 980.6199 gals.).
 RJ0013
 RJ0013.The modeled gravity was interpolated from observed gravity values.
 RJ0013
 RJ0013;                    North         East    Units  Estimated Accuracy
 RJ0013;SPC MI N     -   194,436.7   8,203,786.3     MT  (+/- 3 meters HH1 GPS) 
 RJ0013
 RJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0375753254(NAD 83)
 RJ0013
 RJ0013                          SUPERSEDED SURVEY CONTROL
 RJ0013
 RJ0013  NAVD 88 (06/15/91)  179.678  (m)          589.49   (f) SUPERSEDED  1 0
 RJ0013
 RJ0013.Superseded values are not recommended for survey control.
 RJ0013
 RJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0013.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0013
 RJ0013_MARKER: B = BOLT
 RJ0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0013_SP_SET: SILL
 RJ0013_MARK LOGO: USACE
 RJ0013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0013+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 RJ0013
 RJ0013  HISTORY     - Date     Condition        Report By
 RJ0013  HISTORY     - 1946     MONUMENTED       USACE
 RJ0013  HISTORY     - 1972     GOOD             USLS
 RJ0013  HISTORY     - 1983     GOOD             NGS
 RJ0013  HISTORY     - 19941005 GOOD             NOS
 RJ0013  HISTORY     - 19970806 GOOD             NOS
 RJ0013  HISTORY     - 20181005 GOOD             NOS
 RJ0013  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0013
 RJ0013                          STATION DESCRIPTION
 RJ0013
 RJ0013'DESCRIBED BY US LAKE SURVEY 1972
 RJ0013'AT SAULT STE MARIE.
 RJ0013'WHSE N A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0013'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0013'LOCKS, ON CHANNEL SIDE OF THE CORPS OF ENGINEERS WAREHOUSE, ON
 RJ0013'DOWNSTREAM END OF DOORSILL OF THE MIDDLE ENTRANCE, BEING HIGHEST
 RJ0013'POINT OVER BRASS BOLT SET INTO THE CONCRETE.
 RJ0013
 RJ0013                          STATION RECOVERY (1983)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0013'MARIE, BELOW THE LOCKS, ON THE CANAL SIDE (CHANNEL SIDE) OF THE U.S.
 RJ0013'CORPS OF ENGINEERS WAREHOUSE BUILDING ON THE EAST SIDE OF THE MIDDLE
 RJ0013'ENTRANCE TO BUILDING, A BRASS BOLT SET IN CONCRETE DOOR SILL AT THE
 RJ0013'NORTHEAST CORNER OF SILL.
 RJ0013
 RJ0013                          STATION RECOVERY (1994)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0013'WAREHOUSE N IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0013'THE LOCKS, ON THE CANAL SIDE (CHANNEL SIDE) OF THE U.S.  CORPS OF
 RJ0013'ENGINEERS WAREHOUSE BUILDING ON THE EAST SIDE OF THE MIDDLE ENTRANCE
 RJ0013'TO BUILDING, A BRASS BOLT SET IN CONCRETE DOOR SILL AT THE NORTHEAST
 RJ0013'CORNER OF SILL.
 RJ0013
 RJ0013                          STATION RECOVERY (1997)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0013'RECOVERED AS DESCRIBED.
 RJ0013
 RJ0013                          STATION RECOVERY (2018)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0013'RECOVERED IN GOOD CONDITION.
 RJ0013'
 RJ0013'NOTE-IN SAULT STE MARIE, MI, WITHIN THE GROUNDS FOR THE SOO LOCKS,
 RJ0013'OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  ON THE CANAL SIDE
 RJ0013'(CHANNEL SIDE) NORTH FACE AND CENTER OF THE U.S. CORPS OF ENGINEERS
 RJ0013'WAREHOUSE BUILDING, THE BOLT IS ON THE EAST SIDE, OUTER NE CORNER OF
 RJ0013'THE MIDDLE ENTRANCE TO BUILDING, THE BOLT IS MARKED BY A SMALL METAL
 RJ0013'PLAQUE ON ITS EAST SIDE WITH THE WORDS ENGRAVED 'BENCH MARK WAREHOUSE
 RJ0013'N', 0.25 CM (0 INCH) WEST OF THE CENTER OF THE WESTERN EDGE OF THE
 RJ0013'PLAQUE.
 RJ0013'
 RJ0013'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0013'FALLS CANAL AT 906-635-3477.
 RJ0013
 RJ0013                          STATION RECOVERY (2022)
 RJ0013
 RJ0013'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0030 ***********************************************************************
 RJ0030  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0030  DESIGNATION -  907 6070 788 W
 RJ0030  PID         -  RJ0030
 RJ0030  STATE/COUNTY-  MI/CHIPPEWA
 RJ0030  COUNTRY     -  US
 RJ0030  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0030
 RJ0030                         *CURRENT SURVEY CONTROL
 RJ0030  ______________________________________________________________________
 RJ0030* NAD 83(1986) POSITION- 46 30 05.63   (N) 084 22 08.69   (W)   HD_HELD1
 RJ0030* NAVD 88 ORTHO HEIGHT -   184.623 (meters)      605.72  (feet) ADJUSTED
 RJ0030  ______________________________________________________________________
 RJ0030  GEOID HEIGHT    -        -36.619 (meters)                     GEOID18
 RJ0030  DYNAMIC HEIGHT  -        184.633 (meters)      605.75  (feet) COMP
 RJ0030  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RJ0030
 RJ0030  VERT ORDER      -  SECOND    CLASS I
 RJ0030
 RJ0030.The horizontal coordinates were determined by differentially corrected
 RJ0030.hand held GPS observations or other comparable positioning techniques
 RJ0030.and have an estimated accuracy of +/- 3 meters.
 RJ0030
 RJ0030.The orthometric height was determined by differential leveling and
 RJ0030.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0030.in February 2026.
 RJ0030
 RJ0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0030.GEOID18 height accuracy estimate available here.
 RJ0030
 RJ0030.This Water Level Mark is designated as VM 13182
 RJ0030.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0030
 RJ0030.Click photographs - Photos may exist for this station.
 RJ0030
 RJ0030.The dynamic height is computed by dividing the NAVD 88
 RJ0030.geopotential number by the normal gravity value computed on the
 RJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0030.degrees latitude (g = 980.6199 gals.).
 RJ0030
 RJ0030.The modeled gravity was interpolated from observed gravity values.
 RJ0030
 RJ0030;                    North         East    Units  Estimated Accuracy
 RJ0030;SPC MI N     -   194,322.7   8,201,895.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0030
 RJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0186553140(NAD 83)
 RJ0030
 RJ0030                          SUPERSEDED SURVEY CONTROL
 RJ0030
 RJ0030  NAVD 88 (02/17/21)  184.626  (m)          605.73   (f) SUPERSEDED  2 1
 RJ0030  NAVD 88 (04/08/98)  184.670  (m)          605.87   (f) SUPERSEDED  1 0
 RJ0030  NAVD 88 (03/25/97)  184.674  (m)          605.88   (f) SUPERSEDED  1 0
 RJ0030  NAVD 88 (06/15/91)  184.685  (m)          605.92   (f) SUPERSEDED  1 0
 RJ0030
 RJ0030.Superseded values are not recommended for survey control.
 RJ0030
 RJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0030.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0030
 RJ0030_MARKER: DD = SURVEY DISK
 RJ0030_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RJ0030_SP_SET: RETAINING WALL
 RJ0030_STAMPING: 788 W RCH 1946 FWT
 RJ0030_MARK LOGO: USLS
 RJ0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0030+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2022
 RJ0030
 RJ0030  HISTORY     - Date     Condition        Report By
 RJ0030  HISTORY     - 1946     MONUMENTED       USLS
 RJ0030  HISTORY     - 1972     GOOD             USLS
 RJ0030  HISTORY     - 1983     GOOD             NGS
 RJ0030  HISTORY     - 19941004 GOOD             NOS
 RJ0030  HISTORY     - 19970810 GOOD             NOS
 RJ0030  HISTORY     - 20180922 GOOD             NOS
 RJ0030  HISTORY     - 20210920 GOOD             CO-OPS
 RJ0030  HISTORY     - 20220730 GOOD             CO-OPS
 RJ0030
 RJ0030                          STATION DESCRIPTION
 RJ0030
 RJ0030'DESCRIBED BY US LAKE SURVEY 1972
 RJ0030'AT SAULT STE MARIE.
 RJ0030'788W IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE
 RJ0030'THE LOCKS, ON SOUTH WALL OF THE SOUTH CANAL, ABOUT 1,100 FEET
 RJ0030'UPSTREAM FROM RAILROAD BRIDGE OVER THE CANALS, 13 FEET NORTH OF
 RJ0030'MOORING POST NO. 788 W, 5 FEET FROM CANAL FACE OF THE WALL,
 RJ0030'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 RJ0030'THE CONCRETE.
 RJ0030
 RJ0030                          STATION RECOVERY (1983)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0030'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0030'MARIE, ABOVE THE LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY
 RJ0030'OF THE U.S. CORPS OF ENGINEERS AND ABOUT 366.0 METERS (1200.0 FT)
 RJ0030'UPSTREAM FROM THE INTERNATIONAL BRIDGE OVER THE CANALS LEADING TO
 RJ0030'CANADA, 1.5 METERS (5.0 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.0 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 17.
 RJ0030
 RJ0030                          STATION RECOVERY (1994)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0030'788W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE
 RJ0030'LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY OF THE U.S.
 RJ0030'CORPS OF ENGINEERS, ABOUT 366.0 METERS (1200.8 FT) UPSTREAM FROM THE
 RJ0030'INTERNATIONAL HIGHWAY BRIDGE OVER THE CANALS LEADING TO CANADA, ABOUT
 RJ0030'335 METERS (1099.1 FT) UPSTREAM FROM THE RAILROAD BRIDGE OVER THE
 RJ0030'CANALS, 1.5 METERS (4.9 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.1 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 17, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 RJ0030'INTO THE CONCRETE.
 RJ0030
 RJ0030                          STATION RECOVERY (1997)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0030'788W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE
 RJ0030'LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY OF THE U.S.
 RJ0030'CORPS OF ENGINEERS, ABOUT 366.0 METERS (1200.8 FT) UPSTREAM FROM THE
 RJ0030'INTERNATIONAL HIGHWAY BRIDGE OVER THE CANALS LEADING TO CANADA, ABOUT
 RJ0030'335 METERS (1099.1 FT) UPSTREAM FROM THE RAILROAD BRIDGE OVER THE
 RJ0030'CANALS, 1.5 METERS (4.9 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.1 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 788W, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 RJ0030'SET INTO THE CONCRETE.
 RJ0030
 RJ0030                          STATION RECOVERY (2018)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0030'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH-NORTHEAST OF DAFTER,
 RJ0030'4.0 MI (6.4 KM) EAST-NORTHEAST OF SHALLOWS AND 1.0 MI (1.6 KM)
 RJ0030'NORTHWEST OF SAULT SAINTE MARIE.
 RJ0030'
 RJ0030'TO REACH FROM THE FEDERAL BUILDING AT 225 E. PORTAGE AVENUE, HEAD WEST
 RJ0030'ON WEST PORTAGE AVENUE FOR 1.0 MI (1.6 KM) TO ITS INTERSECTION WITH W.
 RJ0030'PIER DRIVE.  TURN RIGHT HEADING NORTHWEST AND WEST ON W. PIER DRIVE
 RJ0030'FOR 0.3 MI (0.5 KM) TO A SHARP CURVE TO THE SOUTH AND THE JUNCTION OF
 RJ0030'A DIRT AND GRAVEL ROAD THAT RUNS WEST, PARALLEL WITH THE CORPS FENCE
 RJ0030'LINE, AT THIS JUNCTION THE MARK IS DIRECTLY NORTH INSIDE THE USACE
 RJ0030'SECURITY FENCE, IN THE TOP OF THE SOUTH CONCRETE BULKHEAD FOR THE
 RJ0030'WESTERN APPROACH CHANNEL TO THE LOCKS, TO ACCESS THIS MARK CONTINUE
 RJ0030'WEST ON THE GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO A LONE SECURITY GATE
 RJ0030'#26.  FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0030'FALLS CANAL AT 906-635-3477.
 RJ0030'
 RJ0030'IT IS 0.43 KM (0.27 MI) WEST OF THE UNDERPASS FOR THE I-75
 RJ0030'INTERNATIONAL BRIDGE, 0.39 KM (0.24 MI) WEST OF THE INTERNATIONAL
 RJ0030'RAILROAD BRIDGE, 13.4 M (44.0 FT) NORTH OF THE USACE SECURITY FENCE
 RJ0030'LINE, 10.54 M (34.6 FT) NORTHEAST OF A LIGHT POLE, THIS LIGHT POLE IS
 RJ0030'THE FOURTH POLE EAST FROM THE ACCESS GATE #26, 5.59 M (18.3 FT) NORTH
 RJ0030'OF THE SOUTH EDGE OF THE CONCRETE APRON FOR THE BULKHEAD, 4.1 M (13.5
 RJ0030'FT) NORTH OF A BOLLARD.
 RJ0030'
 RJ0030'NOTE-THE SECTION OF THE SEAWALL THAT THIS MARK IS IN HAS BEEN
 RJ0030'SUBSIDING, USE WITH CAUTION.
 RJ0030
 RJ0030                          STATION RECOVERY (2021)
 RJ0030
 RJ0030'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2021 (ANS)
 RJ0030'RECOVERED AS DESCRIBED.
 RJ0030
 RJ0030                          STATION RECOVERY (2022)
 RJ0030
 RJ0030'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0607 ***********************************************************************
 RJ0607  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0607  DESIGNATION -  907 6070 KRISTIN
 RJ0607  PID         -  RJ0607
 RJ0607  STATE/COUNTY-  MI/CHIPPEWA
 RJ0607  COUNTRY     -  US
 RJ0607  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0607
 RJ0607                         *CURRENT SURVEY CONTROL
 RJ0607  ______________________________________________________________________
 RJ0607* NAD 83(1986) POSITION- 46 30 00.35   (N) 084 21 51.11   (W)   HD_HELD1
 RJ0607* NAVD 88 ORTHO HEIGHT -   188.239 (meters)      617.58  (feet) ADJUSTED
 RJ0607  ______________________________________________________________________
 RJ0607  GEOID HEIGHT    -        -36.622 (meters)                     GEOID18
 RJ0607  DYNAMIC HEIGHT  -        188.250 (meters)      617.62  (feet) COMP
 RJ0607  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 RJ0607
 RJ0607  VERT ORDER      -  FIRST     CLASS 0
 RJ0607
 RJ0607.The horizontal coordinates were determined by differentially corrected
 RJ0607.hand held GPS observations or other comparable positioning techniques
 RJ0607.and have an estimated accuracy of +/- 3 meters.
 RJ0607
 RJ0607.The orthometric height was determined by differential leveling and
 RJ0607.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0607.in June 1991.
 RJ0607
 RJ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0607.GEOID18 height accuracy estimate available here.
 RJ0607
 RJ0607.This Water Level Mark is designated as VM 13185
 RJ0607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0607
 RJ0607.Click photographs - Photos may exist for this station.
 RJ0607
 RJ0607.The dynamic height is computed by dividing the NAVD 88
 RJ0607.geopotential number by the normal gravity value computed on the
 RJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0607.degrees latitude (g = 980.6199 gals.).
 RJ0607
 RJ0607.The modeled gravity was interpolated from observed gravity values.
 RJ0607
 RJ0607;                    North         East    Units  Estimated Accuracy
 RJ0607;SPC MI N     -   194,172.2   8,202,275.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0607
 RJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0224652989(NAD 83)
 RJ0607
 RJ0607                          SUPERSEDED SURVEY CONTROL
 RJ0607
 RJ0607.No superseded survey control is available for this station.
 RJ0607
 RJ0607_MARKER: DD = SURVEY DISK
 RJ0607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0607_SP_SET: BRIDGE OVERPASS PIER
 RJ0607_STAMPING: KRISTIN 1972 USLS
 RJ0607_MARK LOGO: USACE
 RJ0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0607+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2022
 RJ0607
 RJ0607  HISTORY     - Date     Condition        Report By
 RJ0607  HISTORY     - 1972     MONUMENTED       USLS
 RJ0607  HISTORY     - 1983     GOOD             NGS
 RJ0607  HISTORY     - 19941004 GOOD             NOS
 RJ0607  HISTORY     - 19950913 GOOD             NOS
 RJ0607  HISTORY     - 19960902 GOOD             NOS
 RJ0607  HISTORY     - 19970810 GOOD             NOS
 RJ0607  HISTORY     - 20000913 GOOD             MIDT
 RJ0607  HISTORY     - 20061115 GOOD             INDIV
 RJ0607  HISTORY     - 20180922 GOOD             NOS
 RJ0607  HISTORY     - 20220730 GOOD             NOS
 RJ0607
 RJ0607                          STATION DESCRIPTION
 RJ0607
 RJ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0607'IN SAULT STE MARIE.
 RJ0607'IN SAULT STE. MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND
 RJ0607'LANES OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING
 RJ0607'NORTH TO CANADA, ABOUT 195 METERS (640 FEET) SOUTH OF THE MAC ARTHUR
 RJ0607'LOCK, IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS
 RJ0607'DRILLED INTO ROCK.
 RJ0607'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0607
 RJ0607                          STATION RECOVERY (1994)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0607'IN SAULT STE.  MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND LANES
 RJ0607'OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING NORTH
 RJ0607'TO CANADA, ABOUT 195 METERS (639.8 FT) SOUTH OF THE MAC ARTHUR LOCK,
 RJ0607'IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS DRILLED
 RJ0607'INTO ROCK.
 RJ0607
 RJ0607                          STATION RECOVERY (1995)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0607'IN SAULT STE.  MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND LANES
 RJ0607'OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING NORTH
 RJ0607'TO CANADA, ABOUT 195 METERS (639.8 FT) SOUTH OF THE MAC ARTHUR LOCK,
 RJ0607'IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS DRILLED
 RJ0607'INTO ROCK.
 RJ0607
 RJ0607                          STATION RECOVERY (1996)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0607'RECOVERED AS DESCRIBED.
 RJ0607
 RJ0607                          STATION RECOVERY (1997)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0607'RECOVERED AS DESCRIBED.
 RJ0607
 RJ0607                          STATION RECOVERY (2000)
 RJ0607
 RJ0607'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RJ0607'NOTE-16 IS STENCILED ON THE EAST AND WEST FACE OF THE PIER. MARK IS
 RJ0607'NORTH OF THE POWER CANAL AND CGS D 44 1934. YOU CAN DRIVE TO THE MARK
 RJ0607'BY GOING SOUTH ALONG THE WEST SIDE OF THE PIERS FROM NGS V 295 1983.
 RJ0607
 RJ0607                          STATION RECOVERY (2006)
 RJ0607
 RJ0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEW)
 RJ0607'RECOVERED IN GOOD CONDITION.
 RJ0607
 RJ0607                          STATION RECOVERY (2018)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0607'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHEAST OF DAFTER,
 RJ0607'4.2 MI (6.8 KM) EAST-NORTHEAST OF SHALLOWS AND 0.8 MI (1.3 KM)
 RJ0607'NORTHWEST OF SAULT SAINTE MARIE.
 RJ0607'
 RJ0607'TO REACH FROM THE INTERSECTION OF PORTAGE AVENUE AND WEST PIER DR,
 RJ0607'PROCEED SOUTH ON PORTAGE AVENUE FOR APPROXIMATELY 0.10 MI (0.16 KM),
 RJ0607'MARK IS ON THE WEST SIDE OF PORTAGE AVENUE, SET VERTICALLY IN THE WEST
 RJ0607'FACE OF THE WESTERN MOST ONE OF TWO CONCRETE SUPPORT PIERS (PIER #16)
 RJ0607'UNDER THE SOUTHBOUND LANES OF THE INTERNATIONAL HIGHWAY BRIDGE OVER
 RJ0607'THE SOO LOCKS.
 RJ0607'
 RJ0607'IT IS ABOUT 210.0 M (689.0 FT) SOUTH OF THE SOUTH CHANNEL WALL LEADING
 RJ0607'TO THE MAC ARTHUR LOCK, 33.0 M (108.3 FT) SOUTH OF THE CENTERLINE OF
 RJ0607'POINT W DRIVE, 1.85 M (6.1 FT) SOUTH OF THE NORTHWEST CORNER OF NUMBER
 RJ0607'16 SUPPORT PIER, 1.80 M (5.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 RJ0607'NUMBER 16 SUPPORT PIER, 1.22 M (4.0 FT) ABOVE THE GROUND SURFACE, 0.40
 RJ0607'M (1.3 FT) BELOW THE TOP OF NUMBER 16 PAINTED ON THE SUPPORT PIER
 RJ0607'SURFACE, IN THE FIFTH SET OF CONCRETE BRIDGE PIERS SOUTH OF THE
 RJ0607'CHANNEL.
 RJ0607'
 RJ0607'NOTE-THE PIER COLUMNS ARE DRILLED INTO BEDROCK AND CONSIDERED TO BE
 RJ0607'"A" STABILITY.
 RJ0607
 RJ0607                          STATION RECOVERY (2022)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 RJ0607'TO REACH BENCH MARK KRISTIN, IN SAULT STE MARIE, CHIPPEWA COUNTY,
 RJ0607'MICHIGAN FROM THE INTERSECTION OF PORTAGE AVENUE AND WEST PIER DR,
 RJ0607'PROCEED SOUTH ON PORTAGE AVENUE FOR APPROXIMATELY 0.10 MI (0.16 KM),
 RJ0607'MARK IS ON THE WEST SIDE OF PORTAGE AVENUE, SET VERTICALLY IN THE WEST
 RJ0607'FACE OF THE WESTERN MOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE
 RJ0607'SOUTHBOUND LANES OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO
 RJ0607'LOCKS LEADING NORTH TO CANADA, ABOUT 195 M (639.8 FT) SOUTH OF THE MAC
 RJ0607'ARTHUR LOCK, 1.85 M (6.1 FT) SOUTH OF THE NORTH FACE OF NUMBER 16
 RJ0607'SUPPORT PIER, 1.80 M (5.9 FT) NORTH OF THE SOUTH FACE OF NUMBER 16
 RJ0607'SUPPORT PIER, 1.22 M (4.0 FT) ABOVE THE GROUND SURFACE, 0.40 M (1.3
 RJ0607'FT) BELOW THE TOP OF NUMBER 16 SUPPORT PIER SURFACE, IN THE FIFTH SET
 RJ0607'OF PIERS SOUTH OF THE LOCKS.  NOTE, PIER COLUMNS ARE DRILLED INTO
 RJ0607'ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0028 ***********************************************************************
 RJ0028  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0028  DESIGNATION -  907 6070 MERIDIAN 2
 RJ0028  PID         -  RJ0028
 RJ0028  STATE/COUNTY-  MI/CHIPPEWA
 RJ0028  COUNTRY     -  US
 RJ0028  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0028
 RJ0028                         *CURRENT SURVEY CONTROL
 RJ0028  ______________________________________________________________________
 RJ0028* NAD 83(1986) POSITION- 46 30 05.29   (N) 084 21 50.59   (W)   HD_HELD1
 RJ0028* NAVD 88 ORTHO HEIGHT -   187.454 (meters)      615.01  (feet) ADJUSTED
 RJ0028  ______________________________________________________________________
 RJ0028  GEOID HEIGHT    -        -36.623 (meters)                     GEOID18
 RJ0028  DYNAMIC HEIGHT  -        187.464 (meters)      615.04  (feet) COMP
 RJ0028  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 RJ0028
 RJ0028  VERT ORDER      -  FIRST     CLASS 0
 RJ0028
 RJ0028.The horizontal coordinates were determined by differentially corrected
 RJ0028.hand held GPS observations or other comparable positioning techniques
 RJ0028.and have an estimated accuracy of +/- 3 meters.
 RJ0028
 RJ0028.The orthometric height was determined by differential leveling and
 RJ0028.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0028.in June 1991.
 RJ0028
 RJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0028.GEOID18 height accuracy estimate available here.
 RJ0028
 RJ0028.This Water Level Mark is designated as VM 13184
 RJ0028.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0028
 RJ0028.Click photographs - Photos may exist for this station.
 RJ0028
 RJ0028.The dynamic height is computed by dividing the NAVD 88
 RJ0028.geopotential number by the normal gravity value computed on the
 RJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0028.degrees latitude (g = 980.6199 gals.).
 RJ0028
 RJ0028.The modeled gravity was interpolated from observed gravity values.
 RJ0028
 RJ0028;                    North         East    Units  Estimated Accuracy
 RJ0028;SPC MI N     -   194,325.0   8,202,281.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0028
 RJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0225253142(NAD 83)
 RJ0028
 RJ0028                          SUPERSEDED SURVEY CONTROL
 RJ0028
 RJ0028.No superseded survey control is available for this station.
 RJ0028
 RJ0028_MARKER: DD = SURVEY DISK
 RJ0028_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0028_SP_SET: MASSIVE CONCRETE MONUMENT
 RJ0028_STAMPING: STATE MERDIAN POINT 5.1 E
 RJ0028_MARK LOGO: MI-033
 RJ0028_PROJECTION: PROJECTING 1 CENTIMETERS
 RJ0028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0028+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2022
 RJ0028
 RJ0028  HISTORY     - Date     Condition        Report By
 RJ0028  HISTORY     - 1971     MONUMENTED       NOS
 RJ0028  HISTORY     - 1972     GOOD             USLS
 RJ0028  HISTORY     - 1983     GOOD             NGS
 RJ0028  HISTORY     - 19941004 GOOD             NOS
 RJ0028  HISTORY     - 19950913 GOOD             NOS
 RJ0028  HISTORY     - 19960902 GOOD             NOS
 RJ0028  HISTORY     - 19970810 GOOD             NOS
 RJ0028  HISTORY     - 20051117 GOOD             USPSQD
 RJ0028  HISTORY     - 20150921 GOOD             PROFLN
 RJ0028  HISTORY     - 20180922 GOOD             NOS
 RJ0028  HISTORY     - 20220730 GOOD             CO-OPS
 RJ0028
 RJ0028                          STATION DESCRIPTION
 RJ0028
 RJ0028'DESCRIBED BY US LAKE SURVEY 1972
 RJ0028'AT SAULT STE MARIE.
 RJ0028'MERIDIAN 2 IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 RJ0028'NEAR INTERNATIONAL BRIDGE AT SOO LINE RAILROAD OVERPASS, 32 FEET
 RJ0028'NORTH OF CENTERLINE OF CANAL STREET, 18.7 FEET WEST OF UTILITY
 RJ0028'POLE NO. A19/1, 14.7 FEET NORTHEAST OF SOUTHEAST CORNER OF NORTH
 RJ0028'BRIDGE ABUTMENT, 5.4 FEET EAST OF BRASS WITNESS DISC SET IN FACE
 RJ0028'OF RETAINING WALL, 4.7 FEET SOUTH OF AN EAST-WEST CYCLONE FENCE,
 RJ0028'3 FEET ABOVE THE GROUND, BEING HIGHEST POINT OVER CENTER OF BRASS
 RJ0028'DISC SET INTO TOP OF A CONCRETE HISTORICAL MONUMENT (MARKS
 RJ0028'MICHIGAN MERIDIAN).
 RJ0028
 RJ0028                          STATION RECOVERY (1983)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0028'MARIE, ON PROPERTY OF U.S. ARMY CORPS OF ENGINEERS, NEAR THE HIGHWAY
 RJ0028'INTERNATIONAL BRIDGE AND AT THE SOO RAILROAD LINE OVERPASS BRIDGE OVER
 RJ0028'THE SOUTH CANAL OF THE SOO LOCKS, A BRASS DISK SET IN TOP OF A
 RJ0028'CONCRETE HISTORICAL MONUMENT (MARKS MICHIGAN MERIDIAN), 9.75 METERS
 RJ0028'(32.0 FT) NORTH OF THE CENTER OF THE PAVED STREET, 0.91 METERS
 RJ0028'(3.0 FT) NORTH OF A STEEL STAIRWAY LEADING TO THE RAILROAD, 4.5 METERS
 RJ0028'(14.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE ABUTMENT,
 RJ0028'5.7 METERS (18.7 FT) WEST OF UTILITY POLE NUMBER A 19/1, AND
 RJ0028'1.4 METERS (4.7 FT) SOUTH OF AN EAST-WEST SECURITY FENCE.
 RJ0028'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0028
 RJ0028                          STATION RECOVERY (1994)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0028'MERIDIAN 2 IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0028'PROPERTY OF U.S.  ARMY CORPS OF ENGINEERS, NEAR THE INTERNATIONAL
 RJ0028'HIGHWAY BRIDGE AND AT THE SOO RAILROAD LINE OVERPASS BRIDGE OVER THE
 RJ0028'SOUTH CANAL OF THE SOO LOCKS, A BRASS DISK SET IN TOP OF A CONCRETE
 RJ0028'HISTORICAL MONUMENT (MARKS MICHIGAN MERIDIAN) , 9.75 METERS (31.99 FT)
 RJ0028'NORTH OF THE CENTER OF CANAL STREET, 0.91 METERS (2.99 FT) NORTH OF A
 RJ0028'STEEL STAIRWAY LEADING TO THE RAILROAD, 4.5 METERS (14.8 FT) NORTHEAST
 RJ0028'OF THE SOUTHEAST CORNER OF SOUTH BRIDGE ABUTMENT, 5.7 METERS (18.7 FT)
 RJ0028'WEST OF UTILITY POLE NUMBER A 19/1, AND 1.4 METERS (4.6 FT) SOUTH OF
 RJ0028'AN EAST-WEST SECURITY FENCE.
 RJ0028
 RJ0028                          STATION RECOVERY (1995)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (1996)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (1997)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (2005)
 RJ0028
 RJ0028'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RJ0028'RECOVERED IN GOOD CONDITION.
 RJ0028
 RJ0028                          STATION RECOVERY (2015)
 RJ0028
 RJ0028'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RJ0028'THE MARK IS JUST ACROSS PIER DRIVE FROM BENCH MARK V 295 THAT IS SET
 RJ0028'VERTICALLY IN A PIER SUPPORTING THE INTERNATIONAL BRIDGE.
 RJ0028
 RJ0028                          STATION RECOVERY (2018)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0028'RECOVERED IN GOOD CONDITION.
 RJ0028'
 RJ0028'NOTE-MERIDIAN 2 IS A CHIPPEWA COUNTY REFERENCE MARK, MARKING THE STATE
 RJ0028'MERIDIAN POINT 5.1 E. THIS MARK IS NO LONGER INSIDE THE FENCE LINE FOR
 RJ0028'THE USACE AND IS ACCESSIBLE TO THE SURVEYOR.
 RJ0028'
 RJ0028'NOTE-THE STAMPING IN THE CENTER OF THE DISK HAS WARN AWAY AND IS
 RJ0028'ALMOST ILLEGIBLE.
 RJ0028
 RJ0028                          STATION RECOVERY (2022)
 RJ0028
 RJ0028'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0029 ***********************************************************************
 RJ0029  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0029  DESIGNATION -  907 6070 Q
 RJ0029  PID         -  RJ0029
 RJ0029  STATE/COUNTY-  MI/CHIPPEWA
 RJ0029  COUNTRY     -  US
 RJ0029  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0029
 RJ0029                         *CURRENT SURVEY CONTROL
 RJ0029  ______________________________________________________________________
 RJ0029* NAD 83(1986) POSITION- 46 30 06.74   (N) 084 21 50.02   (W)   HD_HELD1
 RJ0029* NAVD 88 ORTHO HEIGHT -   184.861 (meters)      606.50  (feet) ADJUSTED
 RJ0029  ______________________________________________________________________
 RJ0029  GEOID HEIGHT    -        -36.624 (meters)                     GEOID18
 RJ0029  DYNAMIC HEIGHT  -        184.872 (meters)      606.53  (feet) COMP
 RJ0029  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RJ0029
 RJ0029  VERT ORDER      -  FIRST     CLASS 0
 RJ0029
 RJ0029.The horizontal coordinates were determined by differentially corrected
 RJ0029.hand held GPS observations or other comparable positioning techniques
 RJ0029.and have an estimated accuracy of +/- 3 meters.
 RJ0029
 RJ0029.The orthometric height was determined by differential leveling and
 RJ0029.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0029.in March 1997.
 RJ0029
 RJ0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0029.GEOID18 height accuracy estimate available here.
 RJ0029
 RJ0029.This Water Level Mark is designated as VM 13183
 RJ0029.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0029
 RJ0029.Click photographs - Photos may exist for this station.
 RJ0029
 RJ0029.The dynamic height is computed by dividing the NAVD 88
 RJ0029.geopotential number by the normal gravity value computed on the
 RJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0029.degrees latitude (g = 980.6199 gals.).
 RJ0029
 RJ0029.The modeled gravity was interpolated from observed gravity values.
 RJ0029
 RJ0029;                    North         East    Units  Estimated Accuracy
 RJ0029;SPC MI N     -   194,370.2   8,202,291.8     MT  (+/- 3 meters HH1 GPS) 
 RJ0029
 RJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0226253187(NAD 83)
 RJ0029
 RJ0029                          SUPERSEDED SURVEY CONTROL
 RJ0029
 RJ0029  NAVD 88 (06/15/91)  184.860  (m)          606.49   (f) SUPERSEDED  1 0
 RJ0029
 RJ0029.Superseded values are not recommended for survey control.
 RJ0029
 RJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0029.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0029
 RJ0029_MARKER: DB = BENCH MARK DISK
 RJ0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0029_SP_SET: SEAWALL
 RJ0029_STAMPING: Q 340.325 E 603.1 N
 RJ0029_MARK LOGO: USACE
 RJ0029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0029+STABILITY: SURFACE MOTION
 RJ0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0029+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2022
 RJ0029
 RJ0029  HISTORY     - Date     Condition        Report By
 RJ0029  HISTORY     - 1946     MONUMENTED       USACE
 RJ0029  HISTORY     - 1972     GOOD             USLS
 RJ0029  HISTORY     - 1983     GOOD             NGS
 RJ0029  HISTORY     - 19941004 GOOD             NOS
 RJ0029  HISTORY     - 19950913 GOOD             NOS
 RJ0029  HISTORY     - 19960902 GOOD             NOS
 RJ0029  HISTORY     - 19970810 GOOD             NOS
 RJ0029  HISTORY     - 20180922 GOOD             NOS
 RJ0029  HISTORY     - 20210920 GOOD             CO-OPS
 RJ0029  HISTORY     - 20220730 GOOD             CO-OPS
 RJ0029
 RJ0029                          STATION DESCRIPTION
 RJ0029
 RJ0029'DESCRIBED BY US LAKE SURVEY 1972
 RJ0029'AT SAULT STE MARIE.
 RJ0029'Q A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0029'IS A SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE LOCKS,
 RJ0029'ON SOUTH WALL OF THE SOUTH CANAL, JUST DOWNSTREAM FROM RAILROAD
 RJ0029'BRIDGE OVER THE CANALS, 36.5 FEET EAST OF NORTHEAST CORNER OF
 RJ0029'THE BRIDGE ABUTMENT, 3.0 FEET FROM CANAL FACE OF THE WALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1983)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0029'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0029'MARIE ON PROPERTY OF THE U.S. ARMY CORPS OF ENGINEERS, JUST DOWN
 RJ0029'STREAM FROM THE RAILROAD BRIDGE OVER THE SOUTH CANAL OF THE SOO LOCK,
 RJ0029'SET IN TOP OF THE SOUTH CONCRETE SEAWALL OF THE SOUTH CANAL,
 RJ0029'11.1 METERS (36.5 FT) EAST OF THE NORTHEAST CORNER OF THE SOUTH BRIDGE
 RJ0029'ABUTMENT OF RAILROAD BRIDGE, 0.9 METER (3.0 FT) SOUTH-SOUTHWEST OF
 RJ0029'THE NORTH EDGE OF SEAWALL.
 RJ0029
 RJ0029                          STATION RECOVERY (1994)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0029'Q A CONTROL POINT OF THE U.S.  ARMY ENGINEER DISTRICT, DETROIT, IS A
 RJ0029'SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON PROPERTY OF THE U.S.
 RJ0029'ARMY CORPS OF ENGINEERS, JUST DOWN STREAM FROM THE RAILROAD BRIDGE
 RJ0029'OVER THE SOUTH CANAL OF THE SOO LOCK, SET IN TOP OF THE SOUTH CONCRETE
 RJ0029'SEAWALL OF THE SOUTH CANAL, 11.1 METERS (36.4 FT) EAST OF THE
 RJ0029'NORTHEAST CORNER OF THE SOUTH BRIDGE ABUTMENT OF RAILROAD BRIDGE, 0.9
 RJ0029'METER (3.0 FT) SOUTH-SOUTHWEST OF THE NORTH EDGE OF SEAWALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1995)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0029'Q A CONTROL POINT OF THE U.S.  ARMY ENGINEER DISTRICT, DETROIT, IS A
 RJ0029'SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON PROPERTY OF THE U.S.
 RJ0029'ARMY CORPS OF ENGINEERS, JUST DOWN STREAM FROM THE RAILROAD BRIDGE
 RJ0029'OVER THE SOUTH CANAL OF THE SOO LOCK, SET IN TOP OF THE SOUTH CONCRETE
 RJ0029'SEAWALL OF THE SOUTH CANAL, 11.1 METERS (36.4 FT) EAST OF THE
 RJ0029'NORTHEAST CORNER OF THE SOUTH BRIDGE ABUTMENT OF RAILROAD BRIDGE, 0.9
 RJ0029'METER (3.0 FT) SOUTH-SOUTHWEST OF THE NORTH EDGE OF SEAWALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1996)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0029'RECOVERED AS DESCRIBED.
 RJ0029
 RJ0029                          STATION RECOVERY (1997)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0029'RECOVERED AS DESCRIBED.
 RJ0029
 RJ0029                          STATION RECOVERY (2018)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0029'RECOVERED AS DESCRIBED.
 RJ0029'
 RJ0029'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 RJ0029'FALLS CANAL AT 906-635-3477.
 RJ0029
 RJ0029                          STATION RECOVERY (2021)
 RJ0029
 RJ0029'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2021 (ANS)
 RJ0029'RECOVERED AS DESCRIBED.
 RJ0029
 RJ0029                          STATION RECOVERY (2022)
 RJ0029
 RJ0029'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6345 ***********************************************************************
 AC6345  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC6345  DESIGNATION -  907 6070 SW PIER 2
 AC6345  PID         -  AC6345
 AC6345  STATE/COUNTY-  MI/CHIPPEWA
 AC6345  COUNTRY     -  US
 AC6345  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 AC6345
 AC6345                         *CURRENT SURVEY CONTROL
 AC6345  ______________________________________________________________________
 AC6345* NAD 83(1986) POSITION- 46 30 04.76   (N) 084 22 21.15   (W)   HD_HELD1
 AC6345* NAVD 88 ORTHO HEIGHT -   184.339 (meters)      604.79  (feet) ADJUSTED
 AC6345  ______________________________________________________________________
 AC6345  GEOID HEIGHT    -        -36.616 (meters)                     GEOID18
 AC6345  DYNAMIC HEIGHT  -        184.350 (meters)      604.82  (feet) COMP
 AC6345  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 AC6345
 AC6345  VERT ORDER      -  SECOND    CLASS I
 AC6345
 AC6345.The horizontal coordinates were determined by differentially corrected
 AC6345.hand held GPS observations or other comparable positioning techniques
 AC6345.and have an estimated accuracy of +/- 3 meters.
 AC6345
 AC6345.The orthometric height was determined by differential leveling and
 AC6345.adjusted by the NATIONAL GEODETIC SURVEY
 AC6345.in March 1997.
 AC6345
 AC6345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6345.GEOID18 height accuracy estimate available here.
 AC6345
 AC6345.This Water Level Mark is designated as VM 13908
 AC6345.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC6345
 AC6345.Click photographs - Photos may exist for this station.
 AC6345
 AC6345.The dynamic height is computed by dividing the NAVD 88
 AC6345.geopotential number by the normal gravity value computed on the
 AC6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6345.degrees latitude (g = 980.6199 gals.).
 AC6345
 AC6345.The modeled gravity was interpolated from observed gravity values.
 AC6345
 AC6345;                    North         East    Units  Estimated Accuracy
 AC6345;SPC MI N     -   194,287.0   8,201,630.5     MT  (+/- 3 meters HH1 GPS) 
 AC6345
 AC6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0160153104(NAD 83)
 AC6345
 AC6345                          SUPERSEDED SURVEY CONTROL
 AC6345
 AC6345.No superseded survey control is available for this station.
 AC6345
 AC6345_MARKER: Z = SEE DESCRIPTION
 AC6345_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC6345+WITH SETTING: PAVEMENT
 AC6345_SP_SET: STEEL ROD
 AC6345_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC6345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6345+STABILITY: SURFACE MOTION
 AC6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6345+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2022
 AC6345
 AC6345  HISTORY     - Date     Condition        Report By
 AC6345  HISTORY     - UNK      MONUMENTED       USLS
 AC6345  HISTORY     - 1946     GOOD             USLS
 AC6345  HISTORY     - 1983     MARK NOT FOUND   NGS
 AC6345  HISTORY     - 19941004 GOOD             NOS
 AC6345  HISTORY     - 20180922 GOOD             NOS
 AC6345  HISTORY     - 20210920 GOOD             CO-OPS
 AC6345  HISTORY     - 20220730 GOOD             CO-OPS
 AC6345
 AC6345                          STATION DESCRIPTION
 AC6345
 AC6345'DESCRIBED BY US LAKE SURVEY 1946
 AC6345'AT SAULT STE MARIE.
 AC6345'SW PIER A BENCH MARK ESTABLISHED BY THE DETROIT DISTRICT, CORPS
 AC6345'OF ENGINEERS, IS A SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 AC6345'NEAR ENTRANCE TO THE POWER CANAL, AT DOWNSTREAM END OF THE SOUTHWEST
 AC6345'PIER EXTENSION, IN THE SOUTHWEST PIER SELF-REGISTERING GAGE
 AC6345'HOUSE, IN NORTHWEST CORNER OF THE STILLING WELL, BEING HIGHEST
 AC6345'POINT OVER SMALL BRASS PLATE ON END OF ARM WELDED TO A PIPE SET
 AC6345'INTO BED ROCK.
 AC6345
 AC6345                          STATION RECOVERY (1983)
 AC6345
 AC6345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AC6345'NOT RECOVERED, NOT ACCESSIBLE DUE TO TRAP DOOR AND GAGE TAPE AT TIME
 AC6345'OF RECOVERY BEING IN THE WAY OF RECOVERY, PROBABLY BENCH MARK IS STILL
 AC6345'INTACT.
 AC6345
 AC6345                          STATION RECOVERY (1994)
 AC6345
 AC6345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6345'SW PIER A BENCH MARK ESTABLISHED BY THE DETROIT DISTRICT, CORPS OF
 AC6345'ENGINEERS, IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, NEAR
 AC6345'ENTRANCE TO THE POWER CANAL, AT DOWNSTREAM END OF THE SOUTHWEST PIER
 AC6345'EXTENSION, IN THE SOUTHWEST PIER SELF-REGISTERING GAGE HOUSE, IN
 AC6345'NORTHWEST CORNER OF THE STILLING WELL, BEING HIGHEST POINT OVER SMALL
 AC6345'BRASS PLATE ON END OF ARM WELDED TO A PIPE SET INTO BEDROCK.
 AC6345
 AC6345                          STATION RECOVERY (2018)
 AC6345
 AC6345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AC6345'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHEAST OF
 AC6345'DAFTER, 3.9 MI (6.3 KM) EAST-NORTHEAST OF SHALLOWS AND 1.1 MI (1.8 KM)
 AC6345'WEST-NORTHWEST OF SAULT SAINTE MARIE.
 AC6345'
 AC6345'TO REACH FROM THE FEDERAL BUILDING AT 225 E. PORTAGE AVENUE, HEAD WEST
 AC6345'ON WEST PORTAGE AVENUE FOR 1.0 MI (1.6 KM) TO ITS INTERSECTION WITH W.
 AC6345'PIER DRIVE.  TURN RIGHT HEADING NORTHWEST AND WEST ON W. PIER DRIVE
 AC6345'FOR 0.3 MI (0.5 KM) TO A SHARP CURVE TO THE SOUTH AND THE JUNCTION OF
 AC6345'A DIRT AND GRAVEL ROAD THAT RUNS WEST, PARALLEL WITH THE USACE
 AC6345'SECURITY FENCE.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.15 MI (0.24
 AC6345'KM) TO A LONE SECURITY GATE NUMBER 26.
 AC6345'
 AC6345'IT IS 32.45 M (106.5 FT) WEST ALONG THE USACE SOO LOCKS SOUTH APPROACH
 AC6345'PIER FROM THE SECURITY GATE NUMBER 26, INSIDE OF AND AT THE NORTHWEST
 AC6345'CORNER OF THE NOAA GAUGE HOUSE, 49.4 M (162.1 FT) EAST OF THE EAST END
 AC6345'OF THE SOUTHWEST PIER EXTENSION, BEING HIGHEST POINT OVER SMALL BRASS
 AC6345'PLATE ON END OF A STEEL ARM WELDED TO A PIPE THAT WAS SET INTO
 AC6345'BEDROCK.  INSIDE OF AND BELOW THE GAUGE HOUSE FLOOR WHICH IS ACCESSED
 AC6345'THRU A WOODEN TRAP DOOR INTO THE WATER LEVEL SUMP AREA.
 AC6345'
 AC6345'NOTE-ACCESS THROUGH SECURITY GATE NUMBER 26 KEYED GATE IS OBTAINED BY
 AC6345'CONTACTING THE USACE SOO LOCKS SECURITY AT 906-635-3269.
 AC6345'
 AC6345'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 AC6345'FALLS CANAL AT 906-635-3477.
 AC6345
 AC6345                          STATION RECOVERY (2021)
 AC6345
 AC6345'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2021 (ANS)
 AC6345'RECOVERED AS DESCRIBED.
 AC6345
 AC6345                          STATION RECOVERY (2022)
 AC6345
 AC6345'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AC6345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0119 ***********************************************************************
 NF0119  DESIGNATION -  908
 NF0119  PID         -  NF0119
 NF0119  STATE/COUNTY-  MI/JACKSON
 NF0119  COUNTRY     -  US
 NF0119  USGS QUAD   -  LESLIE (2017)
 NF0119
 NF0119                         *CURRENT SURVEY CONTROL
 NF0119  ______________________________________________________________________
 NF0119* NAD 83(1986) POSITION- 42 25 19.     (N) 084 26 29.     (W)   SCALED
 NF0119* NAVD 88 ORTHO HEIGHT -   276.34  (+/-2cm)      906.6   (feet) VERTCON3
 NF0119  ______________________________________________________________________
 NF0119  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 NF0119  VERT ORDER      -  ? (See Below)
 NF0119
 NF0119.The horizontal coordinates were scaled from a map and have
 NF0119.an estimated accuracy of +/- 6 seconds.
 NF0119
 NF0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0119
 NF0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0119.GEOID18 height accuracy estimate available here.
 NF0119
 NF0119.The vertical order pertains to the NGVD 29 superseded value.
 NF0119
 NF0119.Click photographs - Photos may exist for this station.
 NF0119
 NF0119;                    North         East    Units  Estimated Accuracy
 NF0119;SPC MI S     -   102,410.    3,993,850.      MT  (+/- 180 meters Scaled)
 NF0119
 NF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM104997(NAD 83)
 NF0119
 NF0119                          SUPERSEDED SURVEY CONTROL
 NF0119
 NF0119  NGVD 29 (??/??/92)  276.457  (m)          907.01   (f) ADJ UNCH       
 NF0119
 NF0119.Superseded values are not recommended for survey control.
 NF0119
 NF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0119.See file dsdata.pdf to determine how the superseded data were derived.
 NF0119
 NF0119_MARKER: B = BOLT
 NF0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0119_SP_SET: BRIDGE GUARD RAIL
 NF0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0119
 NF0119  HISTORY     - Date     Condition        Report By
 NF0119  HISTORY     - 1916     MONUMENTED       USGS
 NF0119  HISTORY     - 1934     GOOD             CGS
 NF0119  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0119
 NF0119                          STATION DESCRIPTION
 NF0119
 NF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0119'2.1 MI S FROM LESLIE.
 NF0119'IN JACKSON COUNTY, 2.1 MILES SOUTH ALONG THE MICHIGAN CENTRAL
 NF0119'RAILROAD FROM THE STATION AT LESLIE, INGHAM COUNTY, 1 RAIL SOUTH
 NF0119'OF AN EAST-AND-WEST COUNTY-LINE ROAD CROSSING, AT A SMALL WOODEN
 NF0119'BRIDGE, ON THE EAST GUARDRAIL, 3.1 FEET EAST OF THE EAST RAIL,
 NF0119'AND 0.1 FOOT HIGHER THAN THE TOP OF THE RAIL.  THE TOP OF THE
 NF0119'NORTHERNMOST BOLT.
 NF0119
 NF0119                          STATION RECOVERY (1977)
 NF0119
 NF0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0101 ***********************************************************************
 QK0101  DESIGNATION -  908 7005 D
 QK0101  PID         -  QK0101
 QK0101  STATE/COUNTY-  MI/EMMET
 QK0101  COUNTRY     -  US
 QK0101  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0101
 QK0101                         *CURRENT SURVEY CONTROL
 QK0101  ______________________________________________________________________
 QK0101* NAD 83(1986) POSITION- 45 22 31.     (N) 084 57 38.     (W)   SCALED
 QK0101* NAVD 88 ORTHO HEIGHT -   179.462 (meters)      588.78  (feet) ADJUSTED
 QK0101  ______________________________________________________________________
 QK0101  GEOID HEIGHT    -        -35.197 (meters)                     GEOID18
 QK0101  DYNAMIC HEIGHT  -        179.458 (meters)      588.77  (feet) COMP
 QK0101  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QK0101
 QK0101  VERT ORDER      -  FIRST     CLASS I
 QK0101
 QK0101.The horizontal coordinates were scaled from a map and have
 QK0101.an estimated accuracy of +/- 6 seconds.
 QK0101
 QK0101.The orthometric height was determined by differential leveling and
 QK0101.adjusted by the NATIONAL GEODETIC SURVEY
 QK0101.in June 1991.
 QK0101
 QK0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0101.GEOID18 height accuracy estimate available here.
 QK0101
 QK0101.Click photographs - Photos may exist for this station.
 QK0101
 QK0101.The dynamic height is computed by dividing the NAVD 88
 QK0101.geopotential number by the normal gravity value computed on the
 QK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0101.degrees latitude (g = 980.6199 gals.).
 QK0101
 QK0101.The modeled gravity was interpolated from observed gravity values.
 QK0101
 QK0101;                    North         East    Units  Estimated Accuracy
 QK0101;SPC MI C     -   228,930.    5,953,480.      MT  (+/- 180 meters Scaled)
 QK0101
 QK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR596266(NAD 83)
 QK0101
 QK0101                          SUPERSEDED SURVEY CONTROL
 QK0101
 QK0101.No superseded survey control is available for this station.
 QK0101
 QK0101_MARKER: T = CHISELED TRIANGLE
 QK0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0101_MARK LOGO: USACE
 QK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0101+STABILITY: SURFACE MOTION
 QK0101
 QK0101  HISTORY     - Date     Condition        Report By
 QK0101  HISTORY     - 1893     MONUMENTED       USACE
 QK0101  HISTORY     - 1973     GOOD             USLS
 QK0101  HISTORY     - 1984     GOOD             NGS
 QK0101  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0101  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0101
 QK0101                          STATION DESCRIPTION
 QK0101
 QK0101'DESCRIBED BY US LAKE SURVEY 1973
 QK0101'AT PETOSKEY.
 QK0101'D ESTABLISHED BY THE GRAND RAPIDS DISTRICT, CORPS OF ENGINEERS,
 QK0101'IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, ON TOP OF EAST ABUTMENT
 QK0101'OF THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER BEAR RIVER,
 QK0101'SOUTH OF WOODEN WALKWAY, 0.8 FEET WEST FROM EAST SIDE AND 2.0
 QK0101'FEET NORTH FROM UPSTREAM END OF THE ABUTMENT, BEING HIGHEST
 QK0101'POINT OF MASONRY SURFACE OVER A 1-INCH HOLE ENCLOSED BY A
 QK0101'TRIANGLE CUT INTO THE STONE.  NOTE-- MARK WAS PREVIOUSLY
 QK0101'DESIGNATED D 1893.
 QK0101
 QK0101                          STATION RECOVERY (1984)
 QK0101
 QK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0101'RECOVERED IN GOOD CONDITION, NOTE, IS 1.5 METERS (5.0 FT) SOUTH OF THE
 QK0101'SOUTH RAIL OF THE RAILROAD.
 QK0101
 QK0101                          STATION RECOVERY (2001)
 QK0101
 QK0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0101'MARK NOT FOUND.
 QK0101
 QK0101                          STATION RECOVERY (2001)
 QK0101
 QK0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0101'THE RAILROAD BRIDGE AND ITS STRUCTURE IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0100 ***********************************************************************
 QK0100  DESIGNATION -  908 7005 DEPOT
 QK0100  PID         -  QK0100
 QK0100  STATE/COUNTY-  MI/EMMET
 QK0100  COUNTRY     -  US
 QK0100  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0100
 QK0100                         *CURRENT SURVEY CONTROL
 QK0100  ______________________________________________________________________
 QK0100* NAD 83(1986) POSITION- 45 22 32.65   (N) 084 57 32.07   (W)   HD_HELD1
 QK0100* NAVD 88 ORTHO HEIGHT -   180.768 (meters)      593.07  (feet) ADJUSTED
 QK0100  ______________________________________________________________________
 QK0100  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 QK0100  DYNAMIC HEIGHT  -        180.764 (meters)      593.06  (feet) COMP
 QK0100  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 QK0100
 QK0100  VERT ORDER      -  FIRST     CLASS I
 QK0100
 QK0100.The horizontal coordinates were determined by differentially corrected
 QK0100.hand held GPS observations or other comparable positioning techniques
 QK0100.and have an estimated accuracy of +/- 3 meters.
 QK0100
 QK0100.The orthometric height was determined by differential leveling and
 QK0100.adjusted by the NATIONAL GEODETIC SURVEY
 QK0100.in June 1991.
 QK0100
 QK0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0100.GEOID18 height accuracy estimate available here.
 QK0100
 QK0100.Click photographs - Photos may exist for this station.
 QK0100
 QK0100.The dynamic height is computed by dividing the NAVD 88
 QK0100.geopotential number by the normal gravity value computed on the
 QK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0100.degrees latitude (g = 980.6199 gals.).
 QK0100
 QK0100.The modeled gravity was interpolated from observed gravity values.
 QK0100
 QK0100;                    North         East    Units  Estimated Accuracy
 QK0100;SPC MI C     -   228,975.6   5,953,613.0     MT  (+/- 3 meters HH1 GPS) 
 QK0100
 QK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5981326717(NAD 83)
 QK0100
 QK0100                          SUPERSEDED SURVEY CONTROL
 QK0100
 QK0100.No superseded survey control is available for this station.
 QK0100
 QK0100_MARKER: Q = CHISELED SQUARE
 QK0100_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0100+WITH SETTING: PAVEMENT
 QK0100_SP_SET: MEDIUM STRUCTURE
 QK0100_MARK LOGO: USACE
 QK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0100+STABILITY: SURFACE MOTION
 QK0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0100+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 QK0100
 QK0100  HISTORY     - Date     Condition        Report By
 QK0100  HISTORY     - 1893     MONUMENTED       USACE
 QK0100  HISTORY     - 1973     GOOD             USLS
 QK0100  HISTORY     - 1984     GOOD             NGS
 QK0100  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0100  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0100  HISTORY     - 20211103 GOOD             MIDT
 QK0100
 QK0100                          STATION DESCRIPTION
 QK0100
 QK0100'DESCRIBED BY US LAKE SURVEY 1973
 QK0100'AT PETOSKEY.
 QK0100'DEPOT AT PETOSKEY, EMMET COUNTY, MICHIGAN, SOUTH OF CITY DOCK, ON
 QK0100'SOUTHWEST SIDE OF FORMER CHESAPEAKE AND OHIO RAILROAD DEPOT,
 QK0100'ON TOP OF NORTH SIDE OF THE MASONRY BASE OF MOST WESTERLY OF
 QK0100'SIX CYLINDRICAL COLUMNS, 3-1/4-FOOT ABOVE THE WALK, BEING HIGHEST
 QK0100'POINT IN A 1-INCH SQUARE CHISELED IN THE STONE.  NOTE-- MARK
 QK0100'WAS PREVIOUSLY DESIGNATED DEPOT 1893.
 QK0100
 QK0100                          STATION RECOVERY (1984)
 QK0100
 QK0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0100'RECOVERED IN GOOD CONDITION, NOTE, THE DEPOT IS NOW A HISTORICAL
 QK0100'MUSEUM LOCATED IN THE WATERFRONT PARK AND KNOWN AS THE LITTLE TRAVERSE
 QK0100'HISTORICAL MUSEUM.
 QK0100
 QK0100                          STATION RECOVERY (2001)
 QK0100
 QK0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0100'MARK NOT FOUND.
 QK0100
 QK0100                          STATION RECOVERY (2001)
 QK0100
 QK0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0100'MARK NOT FOUND.
 QK0100
 QK0100                          STATION RECOVERY (2021)
 QK0100
 QK0100'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GH)
 QK0100'FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0099 ***********************************************************************
 QK0099  DESIGNATION -  908 7005 DIAMOND USLS
 QK0099  PID         -  QK0099
 QK0099  STATE/COUNTY-  MI/EMMET
 QK0099  COUNTRY     -  US
 QK0099  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0099
 QK0099                         *CURRENT SURVEY CONTROL
 QK0099  ______________________________________________________________________
 QK0099* NAD 83(1986) POSITION- 45 22 34.     (N) 084 57 28.     (W)   SCALED
 QK0099* NAVD 88 ORTHO HEIGHT -   178.663 (meters)      586.16  (feet) ADJUSTED
 QK0099  ______________________________________________________________________
 QK0099  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 QK0099  DYNAMIC HEIGHT  -        178.658 (meters)      586.15  (feet) COMP
 QK0099  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 QK0099
 QK0099  VERT ORDER      -  FIRST     CLASS I
 QK0099
 QK0099.The horizontal coordinates were scaled from a map and have
 QK0099.an estimated accuracy of +/- 6 seconds.
 QK0099
 QK0099.The orthometric height was determined by differential leveling and
 QK0099.adjusted by the NATIONAL GEODETIC SURVEY
 QK0099.in June 1991.
 QK0099
 QK0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0099.GEOID18 height accuracy estimate available here.
 QK0099
 QK0099.Click photographs - Photos may exist for this station.
 QK0099
 QK0099.The dynamic height is computed by dividing the NAVD 88
 QK0099.geopotential number by the normal gravity value computed on the
 QK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0099.degrees latitude (g = 980.6199 gals.).
 QK0099
 QK0099.The modeled gravity was interpolated from observed gravity values.
 QK0099
 QK0099;                    North         East    Units  Estimated Accuracy
 QK0099;SPC MI C     -   229,020.    5,953,700.      MT  (+/- 180 meters Scaled)
 QK0099
 QK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0099
 QK0099                          SUPERSEDED SURVEY CONTROL
 QK0099
 QK0099.No superseded survey control is available for this station.
 QK0099
 QK0099_MARKER: Z = SEE DESCRIPTION
 QK0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0099_MARK LOGO: CGS
 QK0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0099
 QK0099  HISTORY     - Date     Condition        Report By
 QK0099  HISTORY     - 1959     MONUMENTED       USLS
 QK0099  HISTORY     - 1973     GOOD             USLS
 QK0099  HISTORY     - 1984     GOOD             NGS
 QK0099  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0099  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0099
 QK0099                          STATION DESCRIPTION
 QK0099
 QK0099'DESCRIBED BY US LAKE SURVEY 1973
 QK0099'AT PETOSKEY.
 QK0099'DIAMOND IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, AT WATER FRONT PARK,
 QK0099'ABOUT 200 FEET SOUTHERLY FROM INNER END OF CITY DOCK NEAR
 QK0099'NORTHEASTERLY CORNER OF FENCE AROUND LITTLE LEAGUE BASEBALL
 QK0099'DIAMOND, (BATES FIELD), AT A DIAGONAL IN FENCE FORMING BACKSTOP
 QK0099'BEHIND HOME PLATE, AT JUNCTION OF THE EXTENDED LINES OF THE
 QK0099'NORTHWEST AND NORTHEAST FENCE LINES, 11.4 FEET FROM WEST END
 QK0099'AND 11.1 FEET FROM EAST END OF THE BACKSTOP, 7.9 FEET NORTH
 QK0099'OF CENTER OF THE BACKSTOP, 1/2-FOOT BELOW THE GROUND SURFACE,
 QK0099'BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0099'COPPER-COATED STEEL ROD, 10 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY
 QK0099'DESIGNATED DIAMOND 1959.
 QK0099
 QK0099                          STATION RECOVERY (1984)
 QK0099
 QK0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0099'RECOVERED IN GOOD CONDITION.
 QK0099'THE MARK IS 0.31 M ABOVE DIRT DRIVE.
 QK0099
 QK0099                          STATION RECOVERY (2001)
 QK0099
 QK0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0099'MARK NOT FOUND.
 QK0099
 QK0099                          STATION RECOVERY (2001)
 QK0099
 QK0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0099'A CITY PARK IS NOW IN THE LOCATION OF THE ORIGINAL LITTLE LEAGUE
 QK0099'BASEBALL DIAMOND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0889 ***********************************************************************
 QK0889  DESIGNATION -  908 7005 GAS RESET
 QK0889  PID         -  QK0889
 QK0889  STATE/COUNTY-  MI/EMMET
 QK0889  COUNTRY     -  US
 QK0889  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0889
 QK0889                         *CURRENT SURVEY CONTROL
 QK0889  ______________________________________________________________________
 QK0889* NAD 83(1986) POSITION- 45 22 32.     (N) 084 57 47.     (W)   SCALED
 QK0889* NAVD 88 ORTHO HEIGHT -   180.43  (meters)      592.0   (feet) RESET
 QK0889  ______________________________________________________________________
 QK0889  GEOID HEIGHT    -        -35.200 (meters)                     GEOID18
 QK0889  VERT ORDER      -  THIRD
 QK0889
 QK0889.The horizontal coordinates were scaled from a map and have
 QK0889.an estimated accuracy of +/- 6 seconds.
 QK0889
 QK0889.The orthometric height was computed from unverified reset data.
 QK0889
 QK0889.No vertical observational check was made to the station.
 QK0889
 QK0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0889.GEOID18 height accuracy estimate available here.
 QK0889
 QK0889.Click photographs - Photos may exist for this station.
 QK0889
 QK0889;                    North         East    Units  Estimated Accuracy
 QK0889;SPC MI C     -   228,960.    5,953,290.      MT  (+/- 180 meters Scaled)
 QK0889
 QK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR594266(NAD 83)
 QK0889
 QK0889                          SUPERSEDED SURVEY CONTROL
 QK0889
 QK0889.No superseded survey control is available for this station.
 QK0889
 QK0889_MARKER: DV = VERTICAL CONTROL DISK
 QK0889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0889_SP_SET: SIDEWALK
 QK0889_STAMPING: GAS RESET USLS 1984
 QK0889_MARK LOGO: NGS
 QK0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0889+STABILITY: SURFACE MOTION
 QK0889
 QK0889  HISTORY     - Date     Condition        Report By
 QK0889  HISTORY     - 1984     MONUMENTED       NGS
 QK0889
 QK0889                          STATION DESCRIPTION
 QK0889
 QK0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0889'IN PETOSKEY, AT THE JUNCTION OF QUAINTANCE AVENUE AND QUINLAN STREET,
 QK0889'AT THE WEST DOOR AT THE SOUTHWEST CORNER OF THE OLD DPW BUILDING.
 QK0889'PERMISSION WAS GIVEN BY MR. LOWELL KOSLOSKEY, ASSISTANT DIRECTOR OF
 QK0889'PUBLIC WORKS, TO LOCATE THE MARK AT THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0096 ***********************************************************************
 QK0096  DESIGNATION -  908 7005 TUNNEL USLS
 QK0096  PID         -  QK0096
 QK0096  STATE/COUNTY-  MI/EMMET
 QK0096  COUNTRY     -  US
 QK0096  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0096
 QK0096                         *CURRENT SURVEY CONTROL
 QK0096  ______________________________________________________________________
 QK0096* NAD 83(1986) POSITION- 45 22 34.     (N) 084 57 24.     (W)   SCALED
 QK0096* NAVD 88 ORTHO HEIGHT -   185.637 (meters)      609.04  (feet) ADJUSTED
 QK0096  ______________________________________________________________________
 QK0096  GEOID HEIGHT    -        -35.195 (meters)                     GEOID18
 QK0096  DYNAMIC HEIGHT  -        185.632 (meters)      609.03  (feet) COMP
 QK0096  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 QK0096
 QK0096  VERT ORDER      -  FIRST     CLASS I
 QK0096
 QK0096.The horizontal coordinates were scaled from a map and have
 QK0096.an estimated accuracy of +/- 6 seconds.
 QK0096
 QK0096.The orthometric height was determined by differential leveling and
 QK0096.adjusted by the NATIONAL GEODETIC SURVEY
 QK0096.in June 1991.
 QK0096
 QK0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0096.GEOID18 height accuracy estimate available here.
 QK0096
 QK0096.Click photographs - Photos may exist for this station.
 QK0096
 QK0096.The dynamic height is computed by dividing the NAVD 88
 QK0096.geopotential number by the normal gravity value computed on the
 QK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0096.degrees latitude (g = 980.6199 gals.).
 QK0096
 QK0096.The modeled gravity was interpolated from observed gravity values.
 QK0096
 QK0096;                    North         East    Units  Estimated Accuracy
 QK0096;SPC MI C     -   229,020.    5,953,790.      MT  (+/- 180 meters Scaled)
 QK0096
 QK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0096
 QK0096                          SUPERSEDED SURVEY CONTROL
 QK0096
 QK0096.No superseded survey control is available for this station.
 QK0096
 QK0096_MARKER: DD = SURVEY DISK
 QK0096_SETTING: 39 = SET IN A TUNNEL
 QK0096_MARK LOGO: USLS
 QK0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0096
 QK0096  HISTORY     - Date     Condition        Report By
 QK0096  HISTORY     - 1962     MONUMENTED       USLS
 QK0096  HISTORY     - 1973     GOOD             USLS
 QK0096  HISTORY     - 1984     GOOD             NGS
 QK0096  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0096  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0096
 QK0096                          STATION DESCRIPTION
 QK0096
 QK0096'DESCRIBED BY US LAKE SURVEY 1973
 QK0096'AT PETOSKEY.
 QK0096'TUNNEL IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, ON THE NORTHWEST SIDE
 QK0096'OF HWY. U.S. 31 AND M-131, ON NORTHWEST SIDE OF A PEDESTRIAN
 QK0096'TUNNEL UNDER THE HIGHWAY WHICH LEADS TO THE CITY DOCK AND PARK,
 QK0096'29 FEET NORTHWEST OF THE CENTERLINE OF HWY. U.S. 31 AND M-131,
 QK0096'ON TOP OF THE NORTHWESTERLY RETAINING WALL OVER THE TUNNEL,
 QK0096'1.0 FEET NORTHWEST OF THE SOUTHEAST EDGE, BEING HIGHEST POINT
 QK0096'OVER CROSS IN CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 QK0096'NOTE-- MARK WAS PREVIOUSLY DESIGNATED TUNNEL 1962.
 QK0096
 QK0096                          STATION RECOVERY (1984)
 QK0096
 QK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0096'RECOVERED IN GOOD CONDITION.  NOTE, NORTH END OF TUNNEL IS LOCATED IN
 QK0096'THE WATERFRONT PARK ABOUT 61.0 METERS (200.0 FT) EAST OF THE LITTLE
 QK0096'TRAVERSE HISTORICAL MUSEUM (OLD RAILROAD DEPOT).
 QK0096
 QK0096                          STATION RECOVERY (2001)
 QK0096
 QK0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0096'MARK NOT FOUND.
 QK0096
 QK0096                          STATION RECOVERY (2001)
 QK0096
 QK0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0096'RETAINING WALL HAS BEEN RECAPPED IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0097 ***********************************************************************
 QK0097  DESIGNATION -  908 7005 WL 220
 QK0097  PID         -  QK0097
 QK0097  STATE/COUNTY-  MI/EMMET
 QK0097  COUNTRY     -  US
 QK0097  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0097
 QK0097                         *CURRENT SURVEY CONTROL
 QK0097  ______________________________________________________________________
 QK0097* NAD 83(1986) POSITION- 45 22 34.     (N) 084 57 24.     (W)   SCALED
 QK0097* NAVD 88 ORTHO HEIGHT -   188.577 (meters)      618.69  (feet) ADJUSTED
 QK0097  ______________________________________________________________________
 QK0097  GEOID HEIGHT    -        -35.195 (meters)                     GEOID18
 QK0097  DYNAMIC HEIGHT  -        188.572 (meters)      618.67  (feet) COMP
 QK0097  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 QK0097
 QK0097  VERT ORDER      -  FIRST     CLASS I
 QK0097
 QK0097.The horizontal coordinates were scaled from a map and have
 QK0097.an estimated accuracy of +/- 6 seconds.
 QK0097
 QK0097.The orthometric height was determined by differential leveling and
 QK0097.adjusted by the NATIONAL GEODETIC SURVEY
 QK0097.in June 1991.
 QK0097
 QK0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0097.GEOID18 height accuracy estimate available here.
 QK0097
 QK0097.Click photographs - Photos may exist for this station.
 QK0097
 QK0097.The dynamic height is computed by dividing the NAVD 88
 QK0097.geopotential number by the normal gravity value computed on the
 QK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0097.degrees latitude (g = 980.6199 gals.).
 QK0097
 QK0097.The modeled gravity was interpolated from observed gravity values.
 QK0097
 QK0097;                    North         East    Units  Estimated Accuracy
 QK0097;SPC MI C     -   229,020.    5,953,790.      MT  (+/- 180 meters Scaled)
 QK0097
 QK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0097
 QK0097                          SUPERSEDED SURVEY CONTROL
 QK0097
 QK0097.No superseded survey control is available for this station.
 QK0097
 QK0097_MARKER: DD = SURVEY DISK
 QK0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0097_SP_SET: BUILDING
 QK0097_STAMPING: SMALL MEADIUM STRUCTURE
 QK0097_MARK LOGO: USLS
 QK0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0097+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 QK0097
 QK0097  HISTORY     - Date     Condition        Report By
 QK0097  HISTORY     - 1935     MONUMENTED       USLS
 QK0097  HISTORY     - 1973     GOOD             USLS
 QK0097  HISTORY     - 1984     GOOD             NGS
 QK0097  HISTORY     - 20191002 GOOD             INDIV
 QK0097
 QK0097                          STATION DESCRIPTION
 QK0097
 QK0097'DESCRIBED BY US LAKE SURVEY 1973
 QK0097'AT PETOSKEY.
 QK0097'WL 220 IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, AT THE SOUTHWEST CORNER
 QK0097'OF PETOSKEY AND BAY STREETS, ON BAY STREET FACE, (NORTH FACE),
 QK0097'OF A BRICK STORE BUILDING, 11.5 FEET WEST OF EAST CORNER, 3-FEET
 QK0097'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 QK0097'DISC SET INTO THE BRICK WALL.  NOTE-- MARK WAS PREVIOUSLY
 QK0097'DESIGNATED WL 220 1935.
 QK0097
 QK0097                          STATION RECOVERY (1984)
 QK0097
 QK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0097'RECOVERED IN GOOD CONDITION, NOTE, BUILDING IS NOW KNOWN AS THE BEHAN
 QK0097'BUILDING.
 QK0097
 QK0097                          STATION RECOVERY (2019)
 QK0097
 QK0097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0097'THE  MARK IS BELOW A SIDE WINDOW OF THE PETOSKEY PRETZEL SHOP.  THE
 QK0097'HORIZONTAL LINE NOTED IN 1973 RECOVERY IS OBSERVABLE, BUT THE ONLY TWO
 QK0097'WORDS THAT CAN BE MADE OUT ARE LAKE AND SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0465 ***********************************************************************
 QK0465  DESIGNATION -  908 7006 ANDY USLS
 QK0465  PID         -  QK0465
 QK0465  STATE/COUNTY-  MI/CHARLEVOIX
 QK0465  COUNTRY     -  US
 QK0465  USGS QUAD   -  CHARLEVOIX (2017)
 QK0465
 QK0465                         *CURRENT SURVEY CONTROL
 QK0465  ______________________________________________________________________
 QK0465* NAD 83(1986) POSITION- 45 19 04.     (N) 085 15 34.     (W)   SCALED
 QK0465* NAVD 88 ORTHO HEIGHT -   183.971 (meters)      603.58  (feet) ADJUSTED
 QK0465  ______________________________________________________________________
 QK0465  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 QK0465  DYNAMIC HEIGHT  -        183.967 (meters)      603.57  (feet) COMP
 QK0465  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 QK0465
 QK0465  VERT ORDER      -  FIRST     CLASS II
 QK0465
 QK0465.The horizontal coordinates were scaled from a map and have
 QK0465.an estimated accuracy of +/- 6 seconds.
 QK0465
 QK0465.The orthometric height was determined by differential leveling and
 QK0465.adjusted by the NATIONAL GEODETIC SURVEY
 QK0465.in June 1991.
 QK0465
 QK0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0465.GEOID18 height accuracy estimate available here.
 QK0465
 QK0465.Click photographs - Photos may exist for this station.
 QK0465
 QK0465.The dynamic height is computed by dividing the NAVD 88
 QK0465.geopotential number by the normal gravity value computed on the
 QK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0465.degrees latitude (g = 980.6199 gals.).
 QK0465
 QK0465.The modeled gravity was interpolated from observed gravity values.
 QK0465
 QK0465;                    North         East    Units  Estimated Accuracy
 QK0465;SPC MI C     -   222,750.    5,930,000.      MT  (+/- 180 meters Scaled)
 QK0465
 QK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR364197(NAD 83)
 QK0465
 QK0465                          SUPERSEDED SURVEY CONTROL
 QK0465
 QK0465.No superseded survey control is available for this station.
 QK0465
 QK0465_MARKER: I = METAL ROD
 QK0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0465_MARK LOGO: USLS
 QK0465_PROJECTION: FLUSH
 QK0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0465_ROD/PIPE-DEPTH: 16.8 meters
 QK0465
 QK0465  HISTORY     - Date     Condition        Report By
 QK0465  HISTORY     - 1969     MONUMENTED       USLS
 QK0465  HISTORY     - 1984     GOOD             NGS
 QK0465
 QK0465                          STATION DESCRIPTION
 QK0465
 QK0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0465'IN CHARLEVOIX.
 QK0465'IN CHARLEVOIX, ABOUT 61 METERS (200.0 FT) WEST OF THE JUNCTION OF
 QK0465'BRIDGE AND CLINTON STREETS, AT THE SOUTHWEST CORNER OF A BRICK
 QK0465'BUILDING OCCUPIED BY DOCTOR ANDERSON, 10.7 METERS (35.0 FT) NORTH OF
 QK0465'THE CENTERLINE OF CLINTON STREET, 5.1 METERS (16.6 FT) WEST OF THE
 QK0465'WEST CORNER OF THE STEPS TO THE BUILDING, 0.67 METERS (2.2 FT) SOUTH
 QK0465'OF THE SOUTHWEST CORNER AND IN LINE WITH THE WEST FACE OF THE
 QK0465'BUILDING, AND 0.12 METERS (0.39 FT) NORTH OF THE NORTH EDGE OF THE
 QK0465'SIDEWALK.
 QK0465'THE MARK IS 0.31 M BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0467 ***********************************************************************
 QK0467  DESIGNATION -  908 7006 CITY USLS
 QK0467  PID         -  QK0467
 QK0467  STATE/COUNTY-  MI/CHARLEVOIX
 QK0467  COUNTRY     -  US
 QK0467  USGS QUAD   -  CHARLEVOIX (2017)
 QK0467
 QK0467                         *CURRENT SURVEY CONTROL
 QK0467  ______________________________________________________________________
 QK0467* NAD 83(1986) POSITION- 45 19 07.     (N) 085 15 43.     (W)   SCALED
 QK0467* NAVD 88 ORTHO HEIGHT -   180.836 (meters)      593.29  (feet) ADJUSTED
 QK0467  ______________________________________________________________________
 QK0467  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 QK0467  DYNAMIC HEIGHT  -        180.831 (meters)      593.28  (feet) COMP
 QK0467  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QK0467
 QK0467  VERT ORDER      -  FIRST     CLASS II
 QK0467
 QK0467.The horizontal coordinates were scaled from a map and have
 QK0467.an estimated accuracy of +/- 6 seconds.
 QK0467
 QK0467.The orthometric height was determined by differential leveling and
 QK0467.adjusted by the NATIONAL GEODETIC SURVEY
 QK0467.in June 1991.
 QK0467
 QK0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0467.GEOID18 height accuracy estimate available here.
 QK0467
 QK0467.Click photographs - Photos may exist for this station.
 QK0467
 QK0467.The dynamic height is computed by dividing the NAVD 88
 QK0467.geopotential number by the normal gravity value computed on the
 QK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0467.degrees latitude (g = 980.6199 gals.).
 QK0467
 QK0467.The modeled gravity was interpolated from observed gravity values.
 QK0467
 QK0467;                    North         East    Units  Estimated Accuracy
 QK0467;SPC MI C     -   222,850.    5,929,810.      MT  (+/- 180 meters Scaled)
 QK0467
 QK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR362198(NAD 83)
 QK0467
 QK0467                          SUPERSEDED SURVEY CONTROL
 QK0467
 QK0467.No superseded survey control is available for this station.
 QK0467
 QK0467_MARKER: DD = SURVEY DISK
 QK0467_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0467_SP_SET: BUILDING WALL
 QK0467_STAMPING: CITY 1946 LDK
 QK0467_MARK LOGO: USLS
 QK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0467
 QK0467  HISTORY     - Date     Condition        Report By
 QK0467  HISTORY     - 1946     MONUMENTED       USLS
 QK0467  HISTORY     - 1984     GOOD             NGS
 QK0467
 QK0467                          STATION DESCRIPTION
 QK0467
 QK0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0467'IN CHARLEVOIX.
 QK0467'IN CHARLEVOIX, ON THE SOUTH SIDE OF A ENTRANCE TO THE CANAL NEAR THE
 QK0467'COAST GUARD STATION, DISK SET VERTICALLY IN THE EAST FACE AND
 QK0467'0.35 METERS (1.1 FT) NORTH OF THE SOUTHEAST CORNER OF A YELLOW BRICK
 QK0467'DWELLING OWNED BY THE CITY AND OCCUPIED BY THE CITY MANAGER, IT NOW
 QK0467'APPEARS TO BE VACANT, THE BUILDING IS ABOUT ONE BLOCK EAST OF THE
 QK0467'JUNCTION OF PALMER AND GRANT STREETS.
 QK0467'THE MARK IS 1.2 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0464 ***********************************************************************
 QK0464  DESIGNATION -  908 7006 CONTROL USLS
 QK0464  PID         -  QK0464
 QK0464  STATE/COUNTY-  MI/CHARLEVOIX
 QK0464  COUNTRY     -  US
 QK0464  USGS QUAD   -  CHARLEVOIX (2017)
 QK0464
 QK0464                         *CURRENT SURVEY CONTROL
 QK0464  ______________________________________________________________________
 QK0464* NAD 83(1986) POSITION- 45 19 02.     (N) 085 15 30.     (W)   SCALED
 QK0464* NAVD 88 ORTHO HEIGHT -   182.478 (meters)      598.68  (feet) ADJUSTED
 QK0464  ______________________________________________________________________
 QK0464  GEOID HEIGHT    -        -35.147 (meters)                     GEOID18
 QK0464  DYNAMIC HEIGHT  -        182.473 (meters)      598.66  (feet) COMP
 QK0464  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 QK0464
 QK0464  VERT ORDER      -  FIRST     CLASS II
 QK0464
 QK0464.The horizontal coordinates were scaled from a map and have
 QK0464.an estimated accuracy of +/- 6 seconds.
 QK0464
 QK0464.The orthometric height was determined by differential leveling and
 QK0464.adjusted by the NATIONAL GEODETIC SURVEY
 QK0464.in June 1991.
 QK0464
 QK0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0464.GEOID18 height accuracy estimate available here.
 QK0464
 QK0464.Click photographs - Photos may exist for this station.
 QK0464
 QK0464.The dynamic height is computed by dividing the NAVD 88
 QK0464.geopotential number by the normal gravity value computed on the
 QK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0464.degrees latitude (g = 980.6199 gals.).
 QK0464
 QK0464.The modeled gravity was interpolated from observed gravity values.
 QK0464
 QK0464;                    North         East    Units  Estimated Accuracy
 QK0464;SPC MI C     -   222,690.    5,930,090.      MT  (+/- 180 meters Scaled)
 QK0464
 QK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR365196(NAD 83)
 QK0464
 QK0464                          SUPERSEDED SURVEY CONTROL
 QK0464
 QK0464.No superseded survey control is available for this station.
 QK0464
 QK0464_MARKER: I = METAL ROD
 QK0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0464_MARK LOGO: USLS
 QK0464_PROJECTION: FLUSH
 QK0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0464_ROD/PIPE-DEPTH: 17.7 meters
 QK0464
 QK0464  HISTORY     - Date     Condition        Report By
 QK0464  HISTORY     - 1969     MONUMENTED       USLS
 QK0464  HISTORY     - 1984     GOOD             NGS
 QK0464
 QK0464                          STATION DESCRIPTION
 QK0464
 QK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0464'IN CHARLEVOIX.
 QK0464'IN CHARLEVOIX, IN THE SOUTHEAST GUARDRAIL OF THE INTERSECTION OF
 QK0464'BRIDGE AND CLINTON STREETS, ON THE PROPERTY OF THE ROUND LAKE YACHT
 QK0464'BASIN, 16.1 METERS (52.9 FT) NORTH OF A GREY CONCRETE OCTAGONAL SHAPED
 QK0464'LAMP POLE, 1.8 METERS (6.0 FT) EAST OF THE EAST EDGE OF THE BRIDGE
 QK0464'STREET SIDEWALK, 0.31 METERS (1.0 FT) NORTH OF A TEN INCH DIAMETER
 QK0464'SIGNAL CONTROL POST, AND 0.24 METERS (0.8 FT) SOUTH OF THE SOUTH EDGE
 QK0464'OF CLINTON STREET CURB.
 QK0464'THE MARK IS 0.15 M BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0466 ***********************************************************************
 QK0466  DESIGNATION -  908 7006 PARK USLS
 QK0466  PID         -  QK0466
 QK0466  STATE/COUNTY-  MI/CHARLEVOIX
 QK0466  COUNTRY     -  US
 QK0466  USGS QUAD   -  CHARLEVOIX (2017)
 QK0466
 QK0466                         *CURRENT SURVEY CONTROL
 QK0466  ______________________________________________________________________
 QK0466* NAD 83(1986) POSITION- 45 19 05.     (N) 085 15 52.     (W)   SCALED
 QK0466* NAVD 88 ORTHO HEIGHT -   189.939 (meters)      623.16  (feet) ADJUSTED
 QK0466  ______________________________________________________________________
 QK0466  GEOID HEIGHT    -        -35.146 (meters)                     GEOID18
 QK0466  DYNAMIC HEIGHT  -        189.935 (meters)      623.15  (feet) COMP
 QK0466  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QK0466
 QK0466  VERT ORDER      -  FIRST     CLASS II
 QK0466
 QK0466.The horizontal coordinates were scaled from a map and have
 QK0466.an estimated accuracy of +/- 6 seconds.
 QK0466
 QK0466.The orthometric height was determined by differential leveling and
 QK0466.adjusted by the NATIONAL GEODETIC SURVEY
 QK0466.in June 1991.
 QK0466
 QK0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0466.GEOID18 height accuracy estimate available here.
 QK0466
 QK0466.Click photographs - Photos may exist for this station.
 QK0466
 QK0466.The dynamic height is computed by dividing the NAVD 88
 QK0466.geopotential number by the normal gravity value computed on the
 QK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0466.degrees latitude (g = 980.6199 gals.).
 QK0466
 QK0466.The modeled gravity was interpolated from observed gravity values.
 QK0466
 QK0466;                    North         East    Units  Estimated Accuracy
 QK0466;SPC MI C     -   222,790.    5,929,610.      MT  (+/- 180 meters Scaled)
 QK0466
 QK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR360197(NAD 83)
 QK0466
 QK0466                          SUPERSEDED SURVEY CONTROL
 QK0466
 QK0466.No superseded survey control is available for this station.
 QK0466
 QK0466_MARKER: I = METAL ROD
 QK0466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0466+WITH SETTING: INFORMATION.
 QK0466_MARK LOGO: USLS
 QK0466_PROJECTION: FLUSH
 QK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0466+STABILITY: SURFACE MOTION
 QK0466_ROD/PIPE-DEPTH: 2.3 meters
 QK0466
 QK0466  HISTORY     - Date     Condition        Report By
 QK0466  HISTORY     - 1949     MONUMENTED       USLS
 QK0466  HISTORY     - 1984     GOOD             NGS
 QK0466
 QK0466                          STATION DESCRIPTION
 QK0466
 QK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0466'IN CHARLEVOIX.
 QK0466'IN CHARLEVOIX, AT THE SOUTHEAST QUARDANT OF THE INTERSECTION OF PARK
 QK0466'AVENUE AND GRAND STREET, A ONE FOOT DIAMETER SHAFT DRIVEN INTO THE
 QK0466'GROUND, THE TOP OF THE SHAFT HELD, TOP OF THE AXLE IS TEN CENTIMETERS,
 QK0466'FOUR INCHES BELOW GROUND, 0.27 METERS (0.9 FT) WEST OF THE WEST EDGE
 QK0466'OF GRANT STREET SIDEWALK, 0.27 METERS (0.9 FT) SOUTH OF THE SOUTH EDGE
 QK0466'OF PARK AVENUE SIDEWALK (MEASURED FROM AN ARROW FORMED BY CRACKS IN
 QK0466'THE SIDEWALK), AND 5.1 METERS (16.7 FT) SOUTHWEST OF A FIRE HYDRANT.
 QK0466'THE MARK IS 0.25 M BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0468 ***********************************************************************
 QK0468  DESIGNATION -  908 7006 WL 218 USLS
 QK0468  PID         -  QK0468
 QK0468  STATE/COUNTY-  MI/CHARLEVOIX
 QK0468  COUNTRY     -  US
 QK0468  USGS QUAD   -  CHARLEVOIX (2017)
 QK0468
 QK0468                         *CURRENT SURVEY CONTROL
 QK0468  ______________________________________________________________________
 QK0468* NAD 83(1986) POSITION- 45 19 10.     (N) 085 15 48.     (W)   SCALED
 QK0468* NAVD 88 ORTHO HEIGHT -   179.577 (meters)      589.16  (feet) ADJUSTED
 QK0468  ______________________________________________________________________
 QK0468  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 QK0468  DYNAMIC HEIGHT  -        179.573 (meters)      589.15  (feet) COMP
 QK0468  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QK0468
 QK0468  VERT ORDER      -  FIRST     CLASS II
 QK0468
 QK0468.The horizontal coordinates were scaled from a map and have
 QK0468.an estimated accuracy of +/- 6 seconds.
 QK0468
 QK0468.The orthometric height was determined by differential leveling and
 QK0468.adjusted by the NATIONAL GEODETIC SURVEY
 QK0468.in June 1991.
 QK0468
 QK0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0468.GEOID18 height accuracy estimate available here.
 QK0468
 QK0468.Click photographs - Photos may exist for this station.
 QK0468
 QK0468.The dynamic height is computed by dividing the NAVD 88
 QK0468.geopotential number by the normal gravity value computed on the
 QK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0468.degrees latitude (g = 980.6199 gals.).
 QK0468
 QK0468.The modeled gravity was interpolated from observed gravity values.
 QK0468
 QK0468;                    North         East    Units  Estimated Accuracy
 QK0468;SPC MI C     -   222,940.    5,929,700.      MT  (+/- 180 meters Scaled)
 QK0468
 QK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR361199(NAD 83)
 QK0468
 QK0468                          SUPERSEDED SURVEY CONTROL
 QK0468
 QK0468.No superseded survey control is available for this station.
 QK0468
 QK0468_MARKER: DD = SURVEY DISK
 QK0468_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0468_SP_SET: CONCRETE CHIMNEY FOUNDATION
 QK0468_STAMPING: WL 218 1935 HFL
 QK0468_MARK LOGO: USLS
 QK0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0468+STABILITY: SURFACE MOTION
 QK0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0468+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2023
 QK0468
 QK0468  HISTORY     - Date     Condition        Report By
 QK0468  HISTORY     - 1935     MONUMENTED       USLS
 QK0468  HISTORY     - 1984     GOOD             NGS
 QK0468  HISTORY     - 20230629 GOOD             WILWRK
 QK0468
 QK0468                          STATION DESCRIPTION
 QK0468
 QK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0468'IN CHARLEVOIX.
 QK0468'IN CHARLEVOIX, ON THE SOUTH SIDE OF AN ENTRANCE TO THE CHANNEL ON THE
 QK0468'EAST SIDE OF A U.S. FISH HATCHERY BUILDING, SET HORIZONALLY IN TOP AND
 QK0468'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE BRICK
 QK0468'CHIMNEY OF A BUILDING, ABOUT 4.57 METERS (150.0 FT) NORTH-NORTHEAST OF
 QK0468'908 7006 CITY USLS CITY, AND 4.9 METERS (16.0 FT) SOUTH OF THE
 QK0468'NORTHEAST CORNER OF THE HATCHERY BUILDING (SANDSTONE BLOCK BUILDING).
 QK0468'THE MARK IS 1.1 M ABOVE GROUND.
 QK0468
 QK0468                          STATION RECOVERY (2023)
 QK0468
 QK0468'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QK0468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0383 ***********************************************************************
 PL0383  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PL0383  DESIGNATION -  908 7010 CASS
 PL0383  PID         -  PL0383
 PL0383  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0383  COUNTRY     -  US
 PL0383  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0383
 PL0383                         *CURRENT SURVEY CONTROL
 PL0383  ______________________________________________________________________
 PL0383* NAD 83(1986) POSITION- 44 45 52.0    (N) 085 37 15.4    (W)   HD_HELD2
 PL0383* NAVD 88 ORTHO HEIGHT -   180.307 (meters)      591.56  (feet) ADJUSTED
 PL0383  ______________________________________________________________________
 PL0383  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 PL0383  DYNAMIC HEIGHT  -        180.294 (meters)      591.51  (feet) COMP
 PL0383  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 PL0383
 PL0383  VERT ORDER      -  FIRST     CLASS II
 PL0383
 PL0383.The horizontal coordinates were established by autonomous hand held GPS
 PL0383.observations and have an estimated accuracy of +/- 10 meters.
 PL0383
 PL0383.The orthometric height was determined by differential leveling and
 PL0383.adjusted by the NATIONAL GEODETIC SURVEY
 PL0383.in June 1991.
 PL0383
 PL0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0383.GEOID18 height accuracy estimate available here.
 PL0383
 PL0383.This Water Level Mark is designated as VM 21391
 PL0383.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PL0383
 PL0383.Click photographs - Photos may exist for this station.
 PL0383
 PL0383.The dynamic height is computed by dividing the NAVD 88
 PL0383.geopotential number by the normal gravity value computed on the
 PL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0383.degrees latitude (g = 980.6199 gals.).
 PL0383
 PL0383.The modeled gravity was interpolated from observed gravity values.
 PL0383
 PL0383;                    North         East    Units  Estimated Accuracy
 PL0383;SPC MI C     -   161,645.    5,900,712.      MT  (+/- 10 meters HH2 GPS)
 PL0383
 PL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0913557708(NAD 83)
 PL0383
 PL0383                          SUPERSEDED SURVEY CONTROL
 PL0383
 PL0383.No superseded survey control is available for this station.
 PL0383
 PL0383_MARKER: DD = SURVEY DISK
 PL0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0383_SP_SET: BUILDING WALL
 PL0383_STAMPING: CASS 1968 U S LAKE SURVEY
 PL0383_MARK LOGO: USACE
 PL0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0383+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 PL0383
 PL0383  HISTORY     - Date     Condition        Report By
 PL0383  HISTORY     - 1968     MONUMENTED       USLS
 PL0383  HISTORY     - 1984     GOOD             NGS
 PL0383  HISTORY     - 19940824 GOOD             USPSQD
 PL0383  HISTORY     - 19991001 GOOD             USPSQD
 PL0383  HISTORY     - 20020929 GOOD             USPSQD
 PL0383  HISTORY     - 20060327 GOOD             GEOCAC
 PL0383  HISTORY     - 20091124 GOOD             GOUFRA
 PL0383  HISTORY     - 20230717 GOOD             INDIV
 PL0383
 PL0383                          STATION DESCRIPTION
 PL0383
 PL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0383'IN TRAVERSE CITY.
 PL0383'IN TRAVERSE CITY, IN THE NORTHEAST QUARDRANT OF THE INTERSECTION OF
 PL0383'CASS STREET AND EAST FRONT STREET, THE DISK IS SET VERTICALLY IN THE
 PL0383'NORTH FACE, 0.46 METERS (1.5 FT) EAST OF THE WEST FACE OF THE
 PL0383'NORTHWESTERN SAVINGS AND LOAN BUILDING, ABOUT 21.3 METERS (70.0 FT)
 PL0383'SOUTHWEST OF BENCH MARK RIVER, AND 3.4 METERS (11.0 FT) EAST OF THE
 PL0383'EAST CURB OF THE STREET.
 PL0383'THE MARK IS 0.69 M ABOVE SIDEWALK.
 PL0383
 PL0383                          STATION RECOVERY (1994)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0383'RECOVERED IN GOOD CONDITION.
 PL0383
 PL0383                          STATION RECOVERY (1999)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0383'RECOVERED IN GOOD CONDITION.
 PL0383
 PL0383                          STATION RECOVERY (2002)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0383'FORMER NORTHWESTERN S AND L BUILDING, NOW WGTV - WGTQ TV STATION
 PL0383'OFFICES
 PL0383
 PL0383                          STATION RECOVERY (2006)
 PL0383
 PL0383'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0383'(ADD) MARK IS ABOUT 24.4 METERS (80.0 FEET) SOUTH OF SOUTH MOST
 PL0383'CONCRETE POST OF THE EAST GUARD RAIL OF THE NORTH CASS STREET BRIDGE.
 PL0383'BUILDING NOW HOUSES FEDERICO'S DESIGN JEWELERS AS WELL AS WGTU/WGTQ TV
 PL0383'29 AND 8.
 PL0383
 PL0383                          STATION RECOVERY (2009)
 PL0383
 PL0383'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 PL0383'RECOVERED AS DESCRIBED.
 PL0383
 PL0383                          STATION RECOVERY (2023)
 PL0383
 PL0383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JAS)
 PL0383'SET IN THE NORTH FACE OF THE BUILDING ON THE EAST SIDE OF CASS STREET
 PL0383'BETWEEN FRONT STREET AND THE BOARDMAN RIVER.  THE MARK HAS A ROOF
 PL0383'OVERHEAD AS A PART OF THE BUILDING EXTENSION TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0390 ***********************************************************************
 PL0390  DESIGNATION -  908 7010 CEDAR CREEK USLS
 PL0390  PID         -  PL0390
 PL0390  STATE/COUNTY-  MI/LEELANAU
 PL0390  COUNTRY     -  US
 PL0390  USGS QUAD   -  TRAVERSE CITY SW (2017)
 PL0390
 PL0390                         *CURRENT SURVEY CONTROL
 PL0390  ______________________________________________________________________
 PL0390* NAD 83(1986) POSITION- 44 47 36.     (N) 085 38 13.     (W)   SCALED
 PL0390* NAVD 88 ORTHO HEIGHT -   182.935 (meters)      600.18  (feet) ADJUSTED
 PL0390  ______________________________________________________________________
 PL0390  GEOID HEIGHT    -        -34.783 (meters)                     GEOID18
 PL0390  DYNAMIC HEIGHT  -        182.921 (meters)      600.13  (feet) COMP
 PL0390  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 PL0390
 PL0390  VERT ORDER      -  FIRST     CLASS II
 PL0390
 PL0390.The horizontal coordinates were scaled from a map and have
 PL0390.an estimated accuracy of +/- 6 seconds.
 PL0390
 PL0390.The orthometric height was determined by differential leveling and
 PL0390.adjusted by the NATIONAL GEODETIC SURVEY
 PL0390.in June 1991.
 PL0390
 PL0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0390.GEOID18 height accuracy estimate available here.
 PL0390
 PL0390.Click photographs - Photos may exist for this station.
 PL0390
 PL0390.The dynamic height is computed by dividing the NAVD 88
 PL0390.geopotential number by the normal gravity value computed on the
 PL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0390.degrees latitude (g = 980.6199 gals.).
 PL0390
 PL0390.The modeled gravity was interpolated from observed gravity values.
 PL0390
 PL0390;                    North         East    Units  Estimated Accuracy
 PL0390;SPC MI C     -   164,870.    5,899,500.      MT  (+/- 180 meters Scaled)
 PL0390
 PL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ078608(NAD 83)
 PL0390
 PL0390                          SUPERSEDED SURVEY CONTROL
 PL0390
 PL0390.No superseded survey control is available for this station.
 PL0390
 PL0390_MARKER: Q = CHISELED SQUARE
 PL0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0390_SP_SET: BRIDGE ABUTMENT
 PL0390_MARK LOGO: USLS
 PL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0390+STABILITY: SURFACE MOTION
 PL0390
 PL0390  HISTORY     - Date     Condition        Report By
 PL0390  HISTORY     - 1953     MONUMENTED       USLS
 PL0390  HISTORY     - 1984     GOOD             NGS
 PL0390
 PL0390                          STATION DESCRIPTION
 PL0390
 PL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0390'1.9 KM (1.2 MI) NORTH FROM GREILICKVILLE.
 PL0390'1.9 KM (1.2 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF HIGHWAY
 PL0390'M 72 JUST SOUTH OF GREILICKVILLE, ABOUT 96.0 METERS (315.0 FT) NORTH
 PL0390'OF CHERRY BEND DRIVE, AT HIGHWAY M 22 BRIDGE OVER CEDAR CREEK, AT A
 PL0390'HIGH POINT OF A CHISELED SQUARE ON TOP OF THE SOUTHWEST ABUTMENT OF
 PL0390'THE HIGHWAY BRIDGE, AT THE NORTHEAST CORNER OF THE VISIBLE PORTION OF
 PL0390'THE ABUTMENT, 7.3 METERS (24.0 FT) NORTH OF CHERRY BEND ROAD HIGHWAY
 PL0390'SIGN, AND 0.9 METER (3.0 FT) WEST OF THE WEST FACE OF THE CONCRETE
 PL0390'BRIDGE PILLAR.
 PL0390'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0382 ***********************************************************************
 PL0382  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PL0382  DESIGNATION -  908 7010 CITY
 PL0382  PID         -  PL0382
 PL0382  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0382  COUNTRY     -  US
 PL0382  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0382
 PL0382                         *CURRENT SURVEY CONTROL
 PL0382  ______________________________________________________________________
 PL0382* NAD 83(1986) POSITION- 44 45 46.01   (N) 085 37 16.28   (W)   HD_HELD1
 PL0382* NAVD 88 ORTHO HEIGHT -   182.662 (meters)      599.28  (feet) ADJUSTED
 PL0382  ______________________________________________________________________
 PL0382  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 PL0382  DYNAMIC HEIGHT  -        182.649 (meters)      599.24  (feet) COMP
 PL0382  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 PL0382
 PL0382  VERT ORDER      -  FIRST     CLASS II
 PL0382
 PL0382.The horizontal coordinates were determined by differentially corrected
 PL0382.hand held GPS observations or other comparable positioning techniques
 PL0382.and have an estimated accuracy of +/- 3 meters.
 PL0382
 PL0382.The orthometric height was determined by differential leveling and
 PL0382.adjusted by the NATIONAL GEODETIC SURVEY
 PL0382.in June 1991.
 PL0382
 PL0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0382.GEOID18 height accuracy estimate available here.
 PL0382
 PL0382.This Water Level Mark is designated as VM 21390
 PL0382.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PL0382
 PL0382.Click photographs - Photos may exist for this station.
 PL0382
 PL0382.The dynamic height is computed by dividing the NAVD 88
 PL0382.geopotential number by the normal gravity value computed on the
 PL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0382.degrees latitude (g = 980.6199 gals.).
 PL0382
 PL0382.The modeled gravity was interpolated from observed gravity values.
 PL0382
 PL0382;                    North         East    Units  Estimated Accuracy
 PL0382;SPC MI C     -   161,460.1   5,900,689.7     MT  (+/- 3 meters HH1 GPS) 
 PL0382
 PL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0911857523(NAD 83)
 PL0382
 PL0382                          SUPERSEDED SURVEY CONTROL
 PL0382
 PL0382.No superseded survey control is available for this station.
 PL0382
 PL0382_MARKER: DD = SURVEY DISK
 PL0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0382_SP_SET: BUILDING WALL
 PL0382_STAMPING: CITY 1968 LAKE SURVEY
 PL0382_MARK LOGO: USACE
 PL0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0382+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 PL0382
 PL0382  HISTORY     - Date     Condition        Report By
 PL0382  HISTORY     - 1968     MONUMENTED       USLS
 PL0382  HISTORY     - 1984     GOOD             NGS
 PL0382  HISTORY     - 19940824 GOOD             USPSQD
 PL0382  HISTORY     - 19991001 GOOD             USPSQD
 PL0382  HISTORY     - 20020929 GOOD             USPSQD
 PL0382  HISTORY     - 20060327 GOOD             GEOCAC
 PL0382  HISTORY     - 20091124 GOOD             GOUFRA
 PL0382  HISTORY     - 20230717 GOOD             INDIV
 PL0382
 PL0382                          STATION DESCRIPTION
 PL0382
 PL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0382'IN TRAVERSE CITY.
 PL0382'IN TRAVERSE CITY, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0382'CASS AND STATE STREETS, THE DISK IS SET VERTICALLY IN THE EAST FACE,
 PL0382'1.8 METERS (6.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE CITY HALL
 PL0382'BUILDING, AND 6.1 METERS (20.0 FT) SOUTHWEST OF A FLAG POLE.
 PL0382'THE MARK IS 0.76 M ABOVE GROUND.
 PL0382
 PL0382                          STATION RECOVERY (1994)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (1999)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (2002)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (2006)
 PL0382
 PL0382'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (2009)
 PL0382
 PL0382'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 PL0382'RECOVERED AS DESCRIBED.
 PL0382
 PL0382                          STATION RECOVERY (2023)
 PL0382
 PL0382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JAS)
 PL0382'SET VERTICALLY IN THE EAST FACE OF OLD CITY HALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0389 ***********************************************************************
 PL0389  DESIGNATION -  908 7010 E
 PL0389  PID         -  PL0389
 PL0389  STATE/COUNTY-  MI/LEELANAU
 PL0389  COUNTRY     -  US
 PL0389  USGS QUAD   -  TRAVERSE CITY SW (2017)
 PL0389
 PL0389                         *CURRENT SURVEY CONTROL
 PL0389  ______________________________________________________________________
 PL0389* NAD 83(1986) POSITION- 44 47 36.     (N) 085 38 14.     (W)   SCALED
 PL0389* NAVD 88 ORTHO HEIGHT -   182.361 (meters)      598.30  (feet) ADJUSTED
 PL0389  ______________________________________________________________________
 PL0389  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 PL0389  DYNAMIC HEIGHT  -        182.348 (meters)      598.25  (feet) COMP
 PL0389  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 PL0389
 PL0389  VERT ORDER      -  FIRST     CLASS II
 PL0389
 PL0389.The horizontal coordinates were scaled from a map and have
 PL0389.an estimated accuracy of +/- 6 seconds.
 PL0389
 PL0389.The orthometric height was determined by differential leveling and
 PL0389.adjusted by the NATIONAL GEODETIC SURVEY
 PL0389.in June 1991.
 PL0389
 PL0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0389.GEOID18 height accuracy estimate available here.
 PL0389
 PL0389.Click photographs - Photos may exist for this station.
 PL0389
 PL0389.The dynamic height is computed by dividing the NAVD 88
 PL0389.geopotential number by the normal gravity value computed on the
 PL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0389.degrees latitude (g = 980.6199 gals.).
 PL0389
 PL0389.The modeled gravity was interpolated from observed gravity values.
 PL0389
 PL0389;                    North         East    Units  Estimated Accuracy
 PL0389;SPC MI C     -   164,870.    5,899,470.      MT  (+/- 180 meters Scaled)
 PL0389
 PL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ077608(NAD 83)
 PL0389
 PL0389                          SUPERSEDED SURVEY CONTROL
 PL0389
 PL0389.No superseded survey control is available for this station.
 PL0389
 PL0389_MARKER: DD = SURVEY DISK
 PL0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0389_SP_SET: BRIDGE ABUTMENT
 PL0389_STAMPING: 7010 E 1977
 PL0389_MARK LOGO: NOS
 PL0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0389+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 PL0389
 PL0389  HISTORY     - Date     Condition        Report By
 PL0389  HISTORY     - 1977     MONUMENTED       NOS
 PL0389  HISTORY     - 1984     GOOD             NGS
 PL0389  HISTORY     - 20041020 GOOD             INDIV
 PL0389
 PL0389                          STATION DESCRIPTION
 PL0389
 PL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0389'1.9 KM (1.2 MI) SOUTH FROM GREILICKVILLE.
 PL0389'1.9 KM (1.2 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF M 72
 PL0389'LOCATED JUST SOUTH OF GREILICKVILLE, TO THE BRIDGE OVER CEDAR CREEK,
 PL0389'JUST NORTH OF THE HARBOR WEST MARINA, SET IN TOP OF THE SOUTHEAST
 PL0389'FOUNDATION OF THE HIGHWAY BRIDGE OVER CEDAR CREEK, 7.8 METERS
 PL0389'(25.7 FT) EAST OF THE CENTERLINE OF HIGHWAY M 22, 0.24 METERS (0.8 FT)
 PL0389'SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND 0.15 METERS (0.5 FT) WEST
 PL0389'OF THE EAST EDGE OF THE ABUTMENT.
 PL0389'THE MARK IS 0.31 M ABOVE HIGHWAY SURFACE.
 PL0389
 PL0389                          STATION RECOVERY (2004)
 PL0389
 PL0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KRN)
 PL0389'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0388 ***********************************************************************
 PL0388  DESIGNATION -  908 7010 F
 PL0388  PID         -  PL0388
 PL0388  STATE/COUNTY-  MI/LEELANAU
 PL0388  COUNTRY     -  US
 PL0388  USGS QUAD   -  TRAVERSE CITY SW (2017)
 PL0388
 PL0388                         *CURRENT SURVEY CONTROL
 PL0388  ______________________________________________________________________
 PL0388* NAD 83(1986) POSITION- 44 47 34.     (N) 085 38 12.     (W)   SCALED
 PL0388* NAVD 88 ORTHO HEIGHT -   183.263 (meters)      601.26  (feet) ADJUSTED
 PL0388  ______________________________________________________________________
 PL0388  GEOID HEIGHT    -        -34.781 (meters)                     GEOID18
 PL0388  DYNAMIC HEIGHT  -        183.249 (meters)      601.21  (feet) COMP
 PL0388  MODELED GRAVITY -    980,539.0   (mgal)                       NAVD 88
 PL0388
 PL0388  VERT ORDER      -  FIRST     CLASS II
 PL0388
 PL0388.The horizontal coordinates were scaled from a map and have
 PL0388.an estimated accuracy of +/- 6 seconds.
 PL0388
 PL0388.The orthometric height was determined by differential leveling and
 PL0388.adjusted by the NATIONAL GEODETIC SURVEY
 PL0388.in June 1991.
 PL0388
 PL0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0388.GEOID18 height accuracy estimate available here.
 PL0388
 PL0388.Click photographs - Photos may exist for this station.
 PL0388
 PL0388.The dynamic height is computed by dividing the NAVD 88
 PL0388.geopotential number by the normal gravity value computed on the
 PL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0388.degrees latitude (g = 980.6199 gals.).
 PL0388
 PL0388.The modeled gravity was interpolated from observed gravity values.
 PL0388
 PL0388;                    North         East    Units  Estimated Accuracy
 PL0388;SPC MI C     -   164,810.    5,899,520.      MT  (+/- 180 meters Scaled)
 PL0388
 PL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ078608(NAD 83)
 PL0388
 PL0388                          SUPERSEDED SURVEY CONTROL
 PL0388
 PL0388.No superseded survey control is available for this station.
 PL0388
 PL0388_MARKER: DD = SURVEY DISK
 PL0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0388_SP_SET: RETAINING WALL
 PL0388_STAMPING: 7010 F 1981
 PL0388_MARK LOGO: NOS
 PL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0388+STABILITY: SURFACE MOTION
 PL0388
 PL0388  HISTORY     - Date     Condition        Report By
 PL0388  HISTORY     - 1981     MONUMENTED       NOS
 PL0388  HISTORY     - 1984     GOOD             NGS
 PL0388  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 PL0388
 PL0388                          STATION DESCRIPTION
 PL0388
 PL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0388'1.6 KM (1.0 MI) NORTH FROM GREILICKVILLE.
 PL0388'1.6 KM (1.0 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF M 72
 PL0388'JUST SOUTH OF GREILICKVILLE, TO HARBOR WEST MARINA ON THE RIGHT, THE
 PL0388'DISK IS SET IN THE MIDDLE AND TOP OF THE EAST RETAINING WALL OF THE
 PL0388'HARBOR WEST MARINA SIGN, 17.3 METERS (56.8 FT) EAST OF THE CENTERLINE
 PL0388'OF THE HIGHWAY, 1.2 METERS (4.0 FT) SOUTH OF THE NORTHEAST CORNER OF
 PL0388'THE RETAINING WALL, AND 1.2 METERS (4.0 FT) NORTH OF THE SOUTHEAST
 PL0388'CORNER OF THE RETAINING WALL.
 PL0388'THE MARK IS 1.2 M ABOVE GROUND.
 PL0388
 PL0388                          STATION RECOVERY (2004)
 PL0388
 PL0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3966 ***********************************************************************
 DS3966  DESIGNATION -  908 7010 G
 DS3966  PID         -  DS3966
 DS3966  STATE/COUNTY-  MI/GRAND TRAVERSE
 DS3966  COUNTRY     -  US
 DS3966  USGS QUAD   -  TRAVERSE CITY SE (2017)
 DS3966
 DS3966                         *CURRENT SURVEY CONTROL
 DS3966  ______________________________________________________________________
 DS3966* NAD 83(2011) POSITION- 44 45 56.54030(N) 085 36 20.78356(W)   ADJUSTED
 DS3966* NAD 83(2011) ELLIP HT-   143.505 (meters)        (12/02/25)   ADJUSTED
 DS3966* NAD 83(2011) EPOCH   -  2010.00
 DS3966* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) GPS OBS
 DS3966  ______________________________________________________________________
 DS3966  GEOID HEIGHT    -        -34.641 (meters)                     GEOID18
 DS3966  NAD 83(2011) X  -    347,546.861 (meters)                     COMP
 DS3966  NAD 83(2011) Y  - -4,522,732.152 (meters)                     COMP
 DS3966  NAD 83(2011) Z  -  4,469,000.927 (meters)                     COMP
 DS3966  LAPLACE CORR    -          6.31  (seconds)                    DEFLEC18
 DS3966
 DS3966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3966  Standards:
 DS3966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3966  -------------------------------------------------------------------
 DS3966  NETWORK    0.57   1.02           0.26   0.20   0.52     -0.02340901
 DS3966  -------------------------------------------------------------------
 DS3966  Click here for local accuracies and other accuracy information.
 DS3966
 DS3966.The horizontal coordinates were established by GPS observations
 DS3966.and adjusted by the National Geodetic Survey in December 2025.
 DS3966
 DS3966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3966.been affixed to the stable North American tectonic plate. See 
 DS3966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3966
 DS3966.The horizontal coordinates are valid at the epoch date displayed above
 DS3966.which is a decimal equivalence of Year/Month/Day.
 DS3966
 DS3966.The orthometric height was determined by GPS observations and a
 DS3966.high-resolution geoid model.
 DS3966
 DS3966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3966.GEOID18 height accuracy estimate available here.
 DS3966
 DS3966.Click photographs - Photos may exist for this station.
 DS3966
 DS3966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3966
 DS3966.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3966
 DS3966.The ellipsoidal height was determined by GPS observations
 DS3966.and is referenced to NAD 83.
 DS3966
 DS3966. The following values were computed from the NAD 83(2011) position.
 DS3966
 DS3966;                    North         East     Units Scale Factor Converg.
 DS3966;SPC MI C     -   161,766.325 5,901,914.931   MT  0.99991749   -0 52 31.1
 DS3966;SPC MI C     -   530,729.41 19,363,237.96   iFT  0.99991749   -0 52 31.1
 DS3966;UTM  16      - 4,957,869.240   610,333.417   MT  0.99974970   +0 58 54.9
 DS3966
 DS3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3966!SPC MI C     -   0.99997750  x   0.99991749  =   0.99989499
 DS3966!UTM  16      -   0.99997750  x   0.99974970  =   0.99972721
 DS3966
 DS3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1033357869(NAD 83)
 DS3966
 DS3966                          SUPERSEDED SURVEY CONTROL
 DS3966
 DS3966.No superseded survey control is available for this station.
 DS3966
 DS3966_MARKER: DD = SURVEY DISK
 DS3966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3966_SP_SET: CONCRETE PIER
 DS3966_MARK LOGO: USACE
 DS3966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3966+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DS3966
 DS3966  HISTORY     - Date     Condition        Report By
 DS3966  HISTORY     - UNK      MONUMENTED       USACE
 DS3966  HISTORY     - 20220801 GOOD             NGS
 DS3966
 DS3966                          STATION DESCRIPTION
 DS3966
 DS3966'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3966'LOCATED NEAR TRAVERSE CITY, MI.
 DS3966'
 DS3966'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH-NORTHWEST OF
 DS3966'MAYFIELD, 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF MAPLETON, 9.9 MI (15.9
 DS3966'KM) WEST OF WILLIAMSBURG, 8.3 MI (13.4 KM) NORTH-NORTHEAST OF GRAWN
 DS3966'AND 0.7 MI (1.1 KM) EAST-NORTHEAST OF TRAVERSE CITY.
 DS3966'
 DS3966'THE MARK IS SET IN A NORTH-SOUTH REINFORCED CONCRETE PIER STRUCTURE ON
 DS3966'THE EAST SIDE OF THE BOAT BASIN AT GREAT LAKES MARITIME
 DS3966'ACADEMY/NORTHERN MICHIGAN COLLEGE AND IS 15.05 M (49.4 FT) NORTHEAST
 DS3966'OF A SANITARY SEWER MANHOLE, 5.05 M (16.6 FT) SOUTH OF THE FIRST OF 3
 DS3966'LIGHT POLES ON THE WEST SIDE OF THE PIER AND 2.205 M (7.2 FT) EAST OF
 DS3966'A MOORING CLEAT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0384 ***********************************************************************
 PL0384  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PL0384  DESIGNATION -  908 7010 RIVER
 PL0384  PID         -  PL0384
 PL0384  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0384  COUNTRY     -  US
 PL0384  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0384
 PL0384                         *CURRENT SURVEY CONTROL
 PL0384  ______________________________________________________________________
 PL0384* NAD 83(1986) POSITION- 44 45 53.1    (N) 085 37 16.0    (W)   HD_HELD2
 PL0384* NAVD 88 ORTHO HEIGHT -   178.235 (meters)      584.76  (feet) ADJUSTED
 PL0384  ______________________________________________________________________
 PL0384  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 PL0384  DYNAMIC HEIGHT  -        178.222 (meters)      584.72  (feet) COMP
 PL0384  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 PL0384
 PL0384  VERT ORDER      -  FIRST     CLASS II
 PL0384
 PL0384.The horizontal coordinates were established by autonomous hand held GPS
 PL0384.observations and have an estimated accuracy of +/- 10 meters.
 PL0384
 PL0384.The orthometric height was determined by differential leveling and
 PL0384.adjusted by the NATIONAL GEODETIC SURVEY
 PL0384.in June 1991.
 PL0384
 PL0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0384.GEOID18 height accuracy estimate available here.
 PL0384
 PL0384.This Water Level Mark is designated as VM 21392
 PL0384.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PL0384
 PL0384.Click photographs - Photos may exist for this station.
 PL0384
 PL0384.The dynamic height is computed by dividing the NAVD 88
 PL0384.geopotential number by the normal gravity value computed on the
 PL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0384.degrees latitude (g = 980.6199 gals.).
 PL0384
 PL0384.The modeled gravity was interpolated from observed gravity values.
 PL0384
 PL0384;                    North         East    Units  Estimated Accuracy
 PL0384;SPC MI C     -   161,679.    5,900,699.      MT  (+/- 10 meters HH2 GPS)
 PL0384
 PL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0912157742(NAD 83)
 PL0384
 PL0384                          SUPERSEDED SURVEY CONTROL
 PL0384
 PL0384.No superseded survey control is available for this station.
 PL0384
 PL0384_MARKER: DD = SURVEY DISK
 PL0384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PL0384_SP_SET: BRIDGE ABUTMENT
 PL0384_STAMPING: RIVER C.B.F. U.S. LAKE SURVEY 1962
 PL0384_MARK LOGO: USACE
 PL0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0384+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2017
 PL0384
 PL0384  HISTORY     - Date     Condition        Report By
 PL0384  HISTORY     - 1962     MONUMENTED       USLS
 PL0384  HISTORY     - 1984     GOOD             NGS
 PL0384  HISTORY     - 19940824 GOOD             USPSQD
 PL0384  HISTORY     - 19991001 GOOD             USPSQD
 PL0384  HISTORY     - 20020929 GOOD             USPSQD
 PL0384  HISTORY     - 20060324 GOOD             GEOCAC
 PL0384  HISTORY     - 20091124 GOOD             GOUFRA
 PL0384  HISTORY     - 20150413 GOOD             GOUFRA
 PL0384  HISTORY     - 20170727 GOOD             GOUFRA
 PL0384
 PL0384                          STATION DESCRIPTION
 PL0384
 PL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0384'IN TRAVERSE CITY.
 PL0384'IN TRAVERSE CITY, NEAR THE JUNCTION OF CASS STREET AND U.S. HIGHWAY
 PL0384'31, THE DISK IS SET IN TOP OF THE NORTH ABUTMENT OF THE CASS STREET
 PL0384'BRIDGE OVER THE BOARDMAN RIVER, 0.91 METERS (3.0 FT) WEST OF THE WEST
 PL0384'EDGE OF THE STREET SIDEWALK, AND 1.5 METERS (5.0 FT) EAST OF THE WEST
 PL0384'EDGE OF THE BRIDGE ABUTMENT.  THE MARK IS 0.91 M BELOW CASS STREET.
 PL0384
 PL0384                          STATION RECOVERY (1994)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (1999)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2002)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2006)
 PL0384
 PL0384'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2009)
 PL0384
 PL0384'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 PL0384'RECOVERED AS DESCRIBED.
 PL0384
 PL0384                          STATION RECOVERY (2015)
 PL0384
 PL0384'RECOVERY NOTE BY GOURDIE FRASER INC. 2015 (JO)
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2017)
 PL0384
 PL0384'RECOVERY NOTE BY GOURDIE FRASER INC. 2017
 PL0384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3999 ***********************************************************************
 DS3999  DESIGNATION -  908 7012 H
 DS3999  PID         -  DS3999
 DS3999  STATE/COUNTY-  MI/LEELANAU
 DS3999  COUNTRY     -  US
 DS3999  USGS QUAD   -  NORTHPORT (2017)
 DS3999
 DS3999                         *CURRENT SURVEY CONTROL
 DS3999  ______________________________________________________________________
 DS3999* NAD 83(2011) POSITION- 45 07 50.68302(N) 085 36 46.98507(W)   ADJUSTED
 DS3999* NAD 83(2011) ELLIP HT-   142.826 (meters)        (12/02/25)   ADJUSTED
 DS3999* NAD 83(2011) EPOCH   -  2010.00
 DS3999* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) GPS OBS
 DS3999  ______________________________________________________________________
 DS3999  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 DS3999  NAD 83(2011) X  -    344,780.050 (meters)                     COMP
 DS3999  NAD 83(2011) Y  - -4,494,199.792 (meters)                     COMP
 DS3999  NAD 83(2011) Z  -  4,497,712.249 (meters)                     COMP
 DS3999  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 DS3999
 DS3999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3999  Standards:
 DS3999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3999  -------------------------------------------------------------------
 DS3999  NETWORK    0.52   0.98           0.24   0.18   0.50     -0.04356555
 DS3999  -------------------------------------------------------------------
 DS3999  Click here for local accuracies and other accuracy information.
 DS3999
 DS3999.The horizontal coordinates were established by GPS observations
 DS3999.and adjusted by the National Geodetic Survey in December 2025.
 DS3999
 DS3999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3999.been affixed to the stable North American tectonic plate. See 
 DS3999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3999
 DS3999.The horizontal coordinates are valid at the epoch date displayed above
 DS3999.which is a decimal equivalence of Year/Month/Day.
 DS3999
 DS3999.The orthometric height was determined by GPS observations and a
 DS3999.high-resolution geoid model.
 DS3999
 DS3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3999.GEOID18 height accuracy estimate available here.
 DS3999
 DS3999.Click photographs - Photos may exist for this station.
 DS3999
 DS3999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3999
 DS3999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3999
 DS3999.The ellipsoidal height was determined by GPS observations
 DS3999.and is referenced to NAD 83.
 DS3999
 DS3999. The following values were computed from the NAD 83(2011) position.
 DS3999
 DS3999;                    North         East     Units Scale Factor Converg.
 DS3999;SPC MI C     -   202,334.026 5,901,962.160   MT  0.99991804   -0 52 49.6
 DS3999;SPC MI C     -   663,825.54 19,363,392.91   iFT  0.99991804   -0 52 49.6
 DS3999;UTM  16      - 4,998,410.342   609,063.839   MT  0.99974626   +0 58 59.0
 DS3999
 DS3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3999!SPC MI C     -   0.99997761  x   0.99991804  =   0.99989565
 DS3999!UTM  16      -   0.99997761  x   0.99974626  =   0.99972387
 DS3999
 DS3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0906398410(NAD 83)
 DS3999
 DS3999                          SUPERSEDED SURVEY CONTROL
 DS3999
 DS3999.No superseded survey control is available for this station.
 DS3999
 DS3999_MARKER: F = FLANGE-ENCASED ROD
 DS3999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3999_STAMPING: 7012 H 2021
 DS3999_MARK LOGO: NGS
 DS3999_PROJECTION: RECESSED 2 CENTIMETERS
 DS3999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3999+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DS3999_ROD/PIPE-DEPTH: 27.9 meters
 DS3999
 DS3999  HISTORY     - Date     Condition        Report By
 DS3999  HISTORY     - 2021     MONUMENTED       NGS
 DS3999  HISTORY     - 20220801 GOOD             NGS
 DS3999
 DS3999                          STATION DESCRIPTION
 DS3999
 DS3999'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3999'LOCATED IN LEELANAU COUNTY, MI.
 DS3999'
 DS3999'THE MARK IS LOCATED ABOUT 13.5 MI (21.7 KM) WEST-SOUTHWEST OF ATWOOD,
 DS3999'10.8 MI (17.4 KM) NORTH OF SUTTONS BAY, 10.3 MI (16.6 KM) NORTHEAST OF
 DS3999'LELAND, 5.3 MI (8.5 KM) NORTH-NORTHWEST OF OMENA AND IN THE TOWN OF
 DS3999'NORTHPORT, MI.
 DS3999'
 DS3999'THE STATION IS A STAINLESS STEEL ROD IN A SLEEVE, DRIVEN 27.9 M (91.5
 DS3999'FT) TO REFUSAL, ENCASED IN A 5-IN (13 CM) NOS LOGO CAP IN THE LAWN OF
 DS3999'THE HASEROT PARK.  THE STATION IS 50.21 M (164.7 FT) SOUTH-SOUTHEAST
 DS3999'OF A POWER POLE WITH TRANSFORMER, 49.96 M (163.9 FT) SOUTH-SOUTHWEST
 DS3999'OF AN OLD FRAME ANTENNA TOWER, 25.50 M (83.7 FT) EAST-SOUTHEAST OF A
 DS3999'CEDAR FENCE AND 15 CM (6 INCHES) BELOW GROUND.  THE STATION IS A
 DS3999'REFERENCE MARK FOR A WATER LEVEL MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3982 ***********************************************************************
 DS3982  DESIGNATION -  908 7018 A
 DS3982  PID         -  DS3982
 DS3982  STATE/COUNTY-  MI/BENZIE
 DS3982  COUNTRY     -  US
 DS3982  USGS QUAD   -  FRANKFORT (2017)
 DS3982
 DS3982                         *CURRENT SURVEY CONTROL
 DS3982  ______________________________________________________________________
 DS3982* NAD 83(2011) POSITION- 44 37 47.35413(N) 086 14 44.38926(W)   ADJUSTED
 DS3982* NAD 83(2011) ELLIP HT-   142.467 (meters)        (12/02/25)   ADJUSTED
 DS3982* NAD 83(2011) EPOCH   -  2010.00
 DS3982* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) GPS OBS
 DS3982  ______________________________________________________________________
 DS3982  GEOID HEIGHT    -        -35.687 (meters)                     GEOID18
 DS3982  NAD 83(2011) X  -    297,710.901 (meters)                     COMP
 DS3982  NAD 83(2011) Y  - -4,536,929.278 (meters)                     COMP
 DS3982  NAD 83(2011) Z  -  4,458,266.227 (meters)                     COMP
 DS3982  LAPLACE CORR    -          7.65  (seconds)                    DEFLEC18
 DS3982
 DS3982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3982  Standards:
 DS3982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3982  -------------------------------------------------------------------
 DS3982  NETWORK    0.54   1.00           0.25   0.18   0.51     -0.02887329
 DS3982  -------------------------------------------------------------------
 DS3982  Click here for local accuracies and other accuracy information.
 DS3982
 DS3982.The horizontal coordinates were established by GPS observations
 DS3982.and adjusted by the National Geodetic Survey in December 2025.
 DS3982
 DS3982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3982.been affixed to the stable North American tectonic plate. See 
 DS3982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3982
 DS3982.The horizontal coordinates are valid at the epoch date displayed above
 DS3982.which is a decimal equivalence of Year/Month/Day.
 DS3982
 DS3982.The orthometric height was determined by GPS observations and a
 DS3982.high-resolution geoid model.
 DS3982
 DS3982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3982.GEOID18 height accuracy estimate available here.
 DS3982
 DS3982.Click photographs - Photos may exist for this station.
 DS3982
 DS3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3982
 DS3982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3982
 DS3982.The ellipsoidal height was determined by GPS observations
 DS3982.and is referenced to NAD 83.
 DS3982
 DS3982. The following values were computed from the NAD 83(2011) position.
 DS3982
 DS3982;                    North         East     Units Scale Factor Converg.
 DS3982;SPC MI C     -   147,644.812 5,850,920.303   MT  0.99992760   -1 19 38.4
 DS3982;SPC MI C     -   484,398.99 19,195,932.75   iFT  0.99992760   -1 19 38.4
 DS3982;UTM  16      - 4,942,106.218   559,834.842   MT  0.99964403   +0 31 47.8
 DS3982
 DS3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3982!SPC MI C     -   0.99997766  x   0.99992760  =   0.99990526
 DS3982!UTM  16      -   0.99997766  x   0.99964403  =   0.99962170
 DS3982
 DS3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5983442106(NAD 83)
 DS3982
 DS3982                          SUPERSEDED SURVEY CONTROL
 DS3982
 DS3982.No superseded survey control is available for this station.
 DS3982
 DS3982_MARKER: DJ = TIDAL STATION DISK
 DS3982_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS3982_SP_SET: SET IN A CONCRETE PIER
 DS3982_STAMPING: 7018 A 2018
 DS3982_MARK LOGO: NOS
 DS3982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3982+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DS3982
 DS3982  HISTORY     - Date     Condition        Report By
 DS3982  HISTORY     - 2018     MONUMENTED       NOS
 DS3982  HISTORY     - 20220801 GOOD             NGS
 DS3982
 DS3982                          STATION DESCRIPTION
 DS3982
 DS3982'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3982'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTH-NORTHWEST OF
 DS3982'PLEASANTON, 7.6 MI (12.2 KM) WEST OF BEULAH, 7.2 MI (11.6 KM) WEST OF
 DS3982'BENZONIA, 1.2 MI (1.9 KM) NORTHWEST OF ELBERTA AND 0.6 MI (1.0 KM)
 DS3982'WEST-SOUTHWEST OF FRANKFORT.
 DS3982'
 DS3982'THE BENCH MARK IS SET ON THE NORTHERN U.S. ARMY CORPS OF ENGINEERS
 DS3982'STUB PIER IN FRANKFORT HARBOR.
 DS3982'
 DS3982'THE BENCH MARK IS LOCATED 115 M (377.3 FT) EAST OF THE EASTERN EDGE OF
 DS3982'THE FOUNDATION FOR THE U.S. COAST GUARD DAY MARKER NEAR THE WESTERN
 DS3982'END OF THE NORTHERN PIER, 5.4 M (17.7 FT) NORTH OF THE SOUTHERN
 DS3982'CORRUGATED SHEET PILE EDGE OF THE PIER AND 4.73 M (15.5 FT) SOUTH OF
 DS3982'THE NORTHERN EDGE OF THE CONCRETE PIER, SET FLUSH WITH THE CONCRETE
 DS3982'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0264 ***********************************************************************
 PM0264  DESIGNATION -  908 7021 BRIDGE USE
 PM0264  PID         -  PM0264
 PM0264  STATE/COUNTY-  MI/MANISTEE
 PM0264  COUNTRY     -  US
 PM0264  USGS QUAD   -  PARKDALE (2017)
 PM0264
 PM0264                         *CURRENT SURVEY CONTROL
 PM0264  ______________________________________________________________________
 PM0264* NAD 83(1986) POSITION- 44 15 02.     (N) 086 19 02.     (W)   SCALED
 PM0264* NAVD 88 ORTHO HEIGHT -   183.128 (meters)      600.81  (feet) ADJUSTED
 PM0264  ______________________________________________________________________
 PM0264  GEOID HEIGHT    -        -35.208 (meters)                     GEOID18
 PM0264  DYNAMIC HEIGHT  -        183.105 (meters)      600.74  (feet) COMP
 PM0264  MODELED GRAVITY -    980,486.8   (mgal)                       NAVD 88
 PM0264
 PM0264  VERT ORDER      -  FIRST     CLASS II
 PM0264
 PM0264.The horizontal coordinates were scaled from a map and have
 PM0264.an estimated accuracy of +/- 6 seconds.
 PM0264
 PM0264.The orthometric height was determined by differential leveling and
 PM0264.adjusted by the NATIONAL GEODETIC SURVEY
 PM0264.in June 1991.
 PM0264
 PM0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0264.GEOID18 height accuracy estimate available here.
 PM0264
 PM0264.Click photographs - Photos may exist for this station.
 PM0264
 PM0264.The dynamic height is computed by dividing the NAVD 88
 PM0264.geopotential number by the normal gravity value computed on the
 PM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0264.degrees latitude (g = 980.6199 gals.).
 PM0264
 PM0264.The modeled gravity was interpolated from observed gravity values.
 PM0264
 PM0264;                    North         East    Units  Estimated Accuracy
 PM0264;SPC MI C     -   105,650.    5,844,230.      MT  (+/- 180 meters Scaled)
 PM0264
 PM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP545999(NAD 83)
 PM0264
 PM0264                          SUPERSEDED SURVEY CONTROL
 PM0264
 PM0264.No superseded survey control is available for this station.
 PM0264
 PM0264_MARKER: DD = SURVEY DISK
 PM0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0264_SP_SET: BRIDGE WINGWALL
 PM0264_STAMPING: BRIDGE 1962
 PM0264_MARK LOGO: USACE
 PM0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0264
 PM0264  HISTORY     - Date     Condition        Report By
 PM0264  HISTORY     - 1962     MONUMENTED       USACE
 PM0264  HISTORY     - 1984     GOOD             NGS
 PM0264  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0264  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 PM0264
 PM0264                          STATION DESCRIPTION
 PM0264
 PM0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0264'IN MANISTEE.
 PM0264'IN MANISTEE, AT THE CROSSING OF HIGHWAY 31 BRIDGE OVER THE MANISTEE
 PM0264'RIVER, A DISK SET IN TOP OF THE EXTREME NORTH END OF THE NORTHWEST
 PM0264'WINGWALL OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE, 17.1 METERS
 PM0264'(56.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 16.8 METERS
 PM0264'(55.0 FT) SOUTH OF THE CENTER OF MEMORIAL DRIVE.
 PM0264'THE MARK IS 4.6 M BELOW HIGHWAY.
 PM0264
 PM0264                          STATION RECOVERY (1990)
 PM0264
 PM0264'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0264'MARK NOT FOUND.
 PM0264
 PM0264                          STATION RECOVERY (2001)
 PM0264
 PM0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0264'
 PM0264
 PM0264                          STATION RECOVERY (2003)
 PM0264
 PM0264'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDT)
 PM0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0268 ***********************************************************************
 PM0268  DESIGNATION -  908 7021 CORNER USLS
 PM0268  PID         -  PM0268
 PM0268  STATE/COUNTY-  MI/MANISTEE
 PM0268  COUNTRY     -  US
 PM0268  USGS QUAD   -  PARKDALE (2017)
 PM0268
 PM0268                         *CURRENT SURVEY CONTROL
 PM0268  ______________________________________________________________________
 PM0268* NAD 83(1986) POSITION- 44 15 02.     (N) 086 20 20.     (W)   SCALED
 PM0268* NAVD 88 ORTHO HEIGHT -   178.010 (meters)      584.02  (feet) ADJUSTED
 PM0268  ______________________________________________________________________
 PM0268  GEOID HEIGHT    -        -35.264 (meters)                     GEOID18
 PM0268  DYNAMIC HEIGHT  -        177.987 (meters)      583.95  (feet) COMP
 PM0268  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PM0268
 PM0268  VERT ORDER      -  FIRST     CLASS II
 PM0268
 PM0268.The horizontal coordinates were scaled from a map and have
 PM0268.an estimated accuracy of +/- 6 seconds.
 PM0268
 PM0268.The orthometric height was determined by differential leveling and
 PM0268.adjusted by the NATIONAL GEODETIC SURVEY
 PM0268.in June 1991.
 PM0268
 PM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0268.GEOID18 height accuracy estimate available here.
 PM0268
 PM0268.Click photographs - Photos may exist for this station.
 PM0268
 PM0268.The dynamic height is computed by dividing the NAVD 88
 PM0268.geopotential number by the normal gravity value computed on the
 PM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0268.degrees latitude (g = 980.6199 gals.).
 PM0268
 PM0268.The modeled gravity was interpolated from observed gravity values.
 PM0268
 PM0268;                    North         East    Units  Estimated Accuracy
 PM0268;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0268
 PM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0268
 PM0268                          SUPERSEDED SURVEY CONTROL
 PM0268
 PM0268.No superseded survey control is available for this station.
 PM0268
 PM0268_MARKER: I = METAL ROD
 PM0268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0268_MARK LOGO: USLS
 PM0268_PROJECTION: FLUSH
 PM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0268+STABILITY: SURFACE MOTION
 PM0268_ROD/PIPE-DEPTH: 3.4 meters
 PM0268
 PM0268  HISTORY     - Date     Condition        Report By
 PM0268  HISTORY     - 1965     MONUMENTED       USLS
 PM0268  HISTORY     - 1984     GOOD             NGS
 PM0268  HISTORY     - 1990     GOOD             USPSQD
 PM0268  HISTORY     - 20010331 GOOD             NGS
 PM0268  HISTORY     - 20011013 GOOD             USPSQD
 PM0268  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0268
 PM0268                          STATION DESCRIPTION
 PM0268
 PM0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0268'IN MANISTEE.
 PM0268'IN MANISTEE, AT THE COAST GUARD STATION NEAR THE CITY PARK ON LAKE
 PM0268'MICHIGAN, INSIDE AND AT THE NORTHWEST CORNER OF A 3-1/2 FEET HIGH
 PM0268'CONCRETE BLOCK WALL OF THE COAST GUARD COMPOUND, 16.3 METERS (53.3 FT)
 PM0268'WEST OF THE EAST END OF THE WALL, 10.3 METERS (33.8 FT) NORTHWEST OF
 PM0268'THE NORTHWEST CORNER OF THE ORIGINAL GARAGE BUILDING, 0.82 METERS
 PM0268'(2.7 FT) EAST OF THE NORTHWEST CORNER OF THE WALL, 0.61 METERS
 PM0268'(2.0 FT) EAST OF THE WEST FACE OF THE NORTH-SOUTH WALL, AND
 PM0268'0.54 METERS (1.8 FT) SOUTH OF THE NORTH FACE OF THE EAST-WEST WALL.
 PM0268'THE MARK IS 0.15 M BELOW GROUND LEVEL.
 PM0268
 PM0268                          STATION RECOVERY (1990)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0268'RECOVERED IN GOOD CONDITION.
 PM0268
 PM0268                          STATION RECOVERY (2001)
 PM0268
 PM0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0268
 PM0268                          STATION RECOVERY (2001)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0268'RECOVERED IN GOOD CONDITION.
 PM0268
 PM0268                          STATION RECOVERY (2004)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0265 ***********************************************************************
 PM0265  DESIGNATION -  908 7021 LOT USLS
 PM0265  PID         -  PM0265
 PM0265  STATE/COUNTY-  MI/MANISTEE
 PM0265  COUNTRY     -  US
 PM0265  USGS QUAD   -  MANISTEE (2017)
 PM0265
 PM0265                         *CURRENT SURVEY CONTROL
 PM0265  ______________________________________________________________________
 PM0265* NAD 83(1986) POSITION- 44 14 58.0    (N) 086 19 24.4    (W)   HD_HELD2
 PM0265* NAVD 88 ORTHO HEIGHT -   184.838 (meters)      606.42  (feet) ADJUSTED
 PM0265  ______________________________________________________________________
 PM0265  GEOID HEIGHT    -        -35.223 (meters)                     GEOID18
 PM0265  DYNAMIC HEIGHT  -        184.815 (meters)      606.35  (feet) COMP
 PM0265  MODELED GRAVITY -    980,486.5   (mgal)                       NAVD 88
 PM0265
 PM0265  VERT ORDER      -  FIRST     CLASS II
 PM0265
 PM0265.The horizontal coordinates were established by autonomous hand held GPS
 PM0265.observations and have an estimated accuracy of +/- 10 meters.
 PM0265
 PM0265.The orthometric height was determined by differential leveling and
 PM0265.adjusted by the NATIONAL GEODETIC SURVEY
 PM0265.in June 1991.
 PM0265
 PM0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0265.GEOID18 height accuracy estimate available here.
 PM0265
 PM0265.Click photographs - Photos may exist for this station.
 PM0265
 PM0265.The dynamic height is computed by dividing the NAVD 88
 PM0265.geopotential number by the normal gravity value computed on the
 PM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0265.degrees latitude (g = 980.6199 gals.).
 PM0265
 PM0265.The modeled gravity was interpolated from observed gravity values.
 PM0265
 PM0265;                    North         East    Units  Estimated Accuracy
 PM0265;SPC MI C     -   105,537.    5,843,731.      MT  (+/- 10 meters HH2 GPS)
 PM0265
 PM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5401499801(NAD 83)
 PM0265
 PM0265                          SUPERSEDED SURVEY CONTROL
 PM0265
 PM0265.No superseded survey control is available for this station.
 PM0265
 PM0265_MARKER: I = METAL ROD
 PM0265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0265_MARK LOGO: USLS
 PM0265_PROJECTION: FLUSH
 PM0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0265+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2021
 PM0265_ROD/PIPE-DEPTH: 4.9 meters
 PM0265
 PM0265  HISTORY     - Date     Condition        Report By
 PM0265  HISTORY     - 1962     MONUMENTED       USLS
 PM0265  HISTORY     - 1984     GOOD             NGS
 PM0265  HISTORY     - 1990     GOOD             USPSQD
 PM0265  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0265  HISTORY     - 20011013 GOOD             USPSQD
 PM0265  HISTORY     - 20030213 GOOD             ABCI
 PM0265  HISTORY     - 20031209 GOOD             USPSQD
 PM0265  HISTORY     - 20210502 GOOD             SPICE
 PM0265
 PM0265                          STATION DESCRIPTION
 PM0265
 PM0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0265'IN MANISTEE.
 PM0265'IN MANISTEE, ABOUT TWO BLOCKS WEST OF THE HIGHWAY 31 BRIDGE OVER THE
 PM0265'MANISTEE RIVER, AT THE SOUTHEAST CORNER OF THE INTERSECTION FORMED BY
 PM0265'(MEMORIAL DRIVE) 5TH AVENUE AND WASHINGTON STREET, 13.4 METERS
 PM0265'(44.0 FT) EAST OF THE EAST CURBING OF WASHINGTON STREET, 3.7 METERS
 PM0265'(12.1 FT) EAST OF A POWERLINE POLE WITH A TRANSFORMER ATTACHED, AND
 PM0265'3.0 METERS (10.0 FT) SOUTH OF THE SOUTH CURB OF 5TH AVENUE.
 PM0265'THE MARK IS 0.12 M BELOW GROUND LEVEL.
 PM0265
 PM0265                          STATION RECOVERY (1990)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2001)
 PM0265
 PM0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0265'
 PM0265
 PM0265                          STATION RECOVERY (2001)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2003)
 PM0265
 PM0265'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2003 (PGB)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2003)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2021)
 PM0265
 PM0265'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2021 (EB)
 PM0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0267 ***********************************************************************
 PM0267  DESIGNATION -  908 7021 METER USLS
 PM0267  PID         -  PM0267
 PM0267  STATE/COUNTY-  MI/MANISTEE
 PM0267  COUNTRY     -  US
 PM0267  USGS QUAD   -  PARKDALE (2017)
 PM0267
 PM0267                         *CURRENT SURVEY CONTROL
 PM0267  ______________________________________________________________________
 PM0267* NAD 83(1986) POSITION- 44 15 02.     (N) 086 20 20.     (W)   SCALED
 PM0267* NAVD 88 ORTHO HEIGHT -   177.981 (meters)      583.93  (feet) ADJUSTED
 PM0267  ______________________________________________________________________
 PM0267  GEOID HEIGHT    -        -35.264 (meters)                     GEOID18
 PM0267  DYNAMIC HEIGHT  -        177.958 (meters)      583.85  (feet) COMP
 PM0267  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PM0267
 PM0267  VERT ORDER      -  FIRST     CLASS II
 PM0267
 PM0267.The horizontal coordinates were scaled from a map and have
 PM0267.an estimated accuracy of +/- 6 seconds.
 PM0267
 PM0267.The orthometric height was determined by differential leveling and
 PM0267.adjusted by the NATIONAL GEODETIC SURVEY
 PM0267.in June 1991.
 PM0267
 PM0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0267.GEOID18 height accuracy estimate available here.
 PM0267
 PM0267.Click photographs - Photos may exist for this station.
 PM0267
 PM0267.The dynamic height is computed by dividing the NAVD 88
 PM0267.geopotential number by the normal gravity value computed on the
 PM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0267.degrees latitude (g = 980.6199 gals.).
 PM0267
 PM0267.The modeled gravity was interpolated from observed gravity values.
 PM0267
 PM0267;                    North         East    Units  Estimated Accuracy
 PM0267;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0267
 PM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0267
 PM0267                          SUPERSEDED SURVEY CONTROL
 PM0267
 PM0267.No superseded survey control is available for this station.
 PM0267
 PM0267_MARKER: I = METAL ROD
 PM0267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0267_MARK LOGO: USLS
 PM0267_PROJECTION: FLUSH
 PM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0267+STABILITY: SURFACE MOTION
 PM0267_ROD/PIPE-DEPTH: 3.0 meters
 PM0267
 PM0267  HISTORY     - Date     Condition        Report By
 PM0267  HISTORY     - 1962     MONUMENTED       USLS
 PM0267  HISTORY     - 1984     GOOD             NGS
 PM0267  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0267  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 PM0267  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 PM0267
 PM0267                          STATION DESCRIPTION
 PM0267
 PM0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0267'IN MANISTEE.
 PM0267'IN MANISTEE, AT THE COAST GUARD STATION, NEAR THE CITY PARK ON LAKE
 PM0267'MICHIGAN, BENCH MARK IS LOCATED ABOUT 1.2 METERS (4.0 FT) WEST OF AN
 PM0267'ELECTRIC METER ATTACHED TO THE WEST FACE OF THE STATION OFFICE
 PM0267'BUILDING AND ON LINE WITH THE NORTH FACE OF THE BUILDING, AND
 PM0267'0.94 METERS (3.1 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING.
 PM0267'THE MARK IS 0.12 M BELOW GROUND LEVEL.
 PM0267
 PM0267                          STATION RECOVERY (1990)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0267'MARK NOT FOUND.
 PM0267
 PM0267                          STATION RECOVERY (2001)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0267'MARK NOT FOUND.
 PM0267
 PM0267                          STATION RECOVERY (2005)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0267'CONSTRUCTION OF NEW COAST GUARD STATION ON SITE, OLD BUILDING TORN
 PM0267'DOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0269 ***********************************************************************
 PM0269  DESIGNATION -  908 7021 PARK USLS
 PM0269  PID         -  PM0269
 PM0269  STATE/COUNTY-  MI/MANISTEE
 PM0269  COUNTRY     -  US
 PM0269  USGS QUAD   -  PARKDALE (2017)
 PM0269
 PM0269                         *CURRENT SURVEY CONTROL
 PM0269  ______________________________________________________________________
 PM0269* NAD 83(1986) POSITION- 44 15 02.     (N) 086 20 20.     (W)   SCALED
 PM0269* NAVD 88 ORTHO HEIGHT -   179.103 (meters)      587.61  (feet) ADJUSTED
 PM0269  ______________________________________________________________________
 PM0269  GEOID HEIGHT    -        -35.264 (meters)                     GEOID18
 PM0269  DYNAMIC HEIGHT  -        179.080 (meters)      587.53  (feet) COMP
 PM0269  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PM0269
 PM0269  VERT ORDER      -  FIRST     CLASS II
 PM0269
 PM0269.The horizontal coordinates were scaled from a map and have
 PM0269.an estimated accuracy of +/- 6 seconds.
 PM0269
 PM0269.The orthometric height was determined by differential leveling and
 PM0269.adjusted by the NATIONAL GEODETIC SURVEY
 PM0269.in June 1991.
 PM0269
 PM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0269.GEOID18 height accuracy estimate available here.
 PM0269
 PM0269.Click photographs - Photos may exist for this station.
 PM0269
 PM0269.The dynamic height is computed by dividing the NAVD 88
 PM0269.geopotential number by the normal gravity value computed on the
 PM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0269.degrees latitude (g = 980.6199 gals.).
 PM0269
 PM0269.The modeled gravity was interpolated from observed gravity values.
 PM0269
 PM0269;                    North         East    Units  Estimated Accuracy
 PM0269;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0269
 PM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0269
 PM0269                          SUPERSEDED SURVEY CONTROL
 PM0269
 PM0269.No superseded survey control is available for this station.
 PM0269
 PM0269_MARKER: Z = SEE DESCRIPTION
 PM0269_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0269+WITH SETTING: PAVEMENT
 PM0269_SP_SET: DOOR SILL
 PM0269_MARK LOGO: USLS
 PM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0269+STABILITY: SURFACE MOTION
 PM0269
 PM0269  HISTORY     - Date     Condition        Report By
 PM0269  HISTORY     - 1956     MONUMENTED       USLS
 PM0269  HISTORY     - 1984     GOOD             NGS
 PM0269  HISTORY     - 1990     GOOD             USPSQD
 PM0269  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0269  HISTORY     - 20011013 GOOD             USPSQD
 PM0269  HISTORY     - 20031209 GOOD             USPSQD
 PM0269  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0269
 PM0269                          STATION DESCRIPTION
 PM0269
 PM0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0269'IN MANISTEE.
 PM0269'IN MANISTEE, IN THE CITY PARK JUST NORTH OF THE COAST GUARD STATION ON
 PM0269'LAKE MICHIGAN, ON THE SOUTHEAST SIDE OF A COMMON BRICK BUILDING
 PM0269'(UTILITY), THE HIGH POINT IS ON TOP OF A SMALL KNOB INSIDE A ROUGHLY
 PM0269'DEFINED 1/2 BY 1/2 INCH RECTANGLE FORMED BY TWO CHISELED LINES AND TWO
 PM0269'EDGES OF THE DOOR SILL (NORTH CORNER OF THE SILL), 2.6 METERS (8.5 FT)
 PM0269'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.6 METER
 PM0269'(2.0 FT) SOUTH-SOUTHWEST OF A WATER FOUNTAIN.
 PM0269'THE MARK IS 0.4 M ABOVE GROUND.
 PM0269
 PM0269                          STATION RECOVERY (1990)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2001)
 PM0269
 PM0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0269
 PM0269                          STATION RECOVERY (2001)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2003)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2004)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0266 ***********************************************************************
 PM0266  DESIGNATION -  908 7021 STEPKA USLS
 PM0266  PID         -  PM0266
 PM0266  STATE/COUNTY-  MI/MANISTEE
 PM0266  COUNTRY     -  US
 PM0266  USGS QUAD   -  PARKDALE (2017)
 PM0266
 PM0266                         *CURRENT SURVEY CONTROL
 PM0266  ______________________________________________________________________
 PM0266* NAD 83(1986) POSITION- 44 15 02.     (N) 086 20 20.     (W)   SCALED
 PM0266* NAVD 88 ORTHO HEIGHT -   178.064 (meters)      584.20  (feet) ADJUSTED
 PM0266  ______________________________________________________________________
 PM0266  GEOID HEIGHT    -        -35.264 (meters)                     GEOID18
 PM0266  DYNAMIC HEIGHT  -        178.041 (meters)      584.12  (feet) COMP
 PM0266  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PM0266
 PM0266  VERT ORDER      -  FIRST     CLASS II
 PM0266
 PM0266.The horizontal coordinates were scaled from a map and have
 PM0266.an estimated accuracy of +/- 6 seconds.
 PM0266
 PM0266.The orthometric height was determined by differential leveling and
 PM0266.adjusted by the NATIONAL GEODETIC SURVEY
 PM0266.in June 1991.
 PM0266
 PM0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0266.GEOID18 height accuracy estimate available here.
 PM0266
 PM0266.Click photographs - Photos may exist for this station.
 PM0266
 PM0266.The dynamic height is computed by dividing the NAVD 88
 PM0266.geopotential number by the normal gravity value computed on the
 PM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0266.degrees latitude (g = 980.6199 gals.).
 PM0266
 PM0266.The modeled gravity was interpolated from observed gravity values.
 PM0266
 PM0266;                    North         East    Units  Estimated Accuracy
 PM0266;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0266
 PM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0266
 PM0266                          SUPERSEDED SURVEY CONTROL
 PM0266
 PM0266.No superseded survey control is available for this station.
 PM0266
 PM0266_MARKER: I = METAL ROD
 PM0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0266_MARK LOGO: USLS
 PM0266_PROJECTION: FLUSH
 PM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0266+STABILITY: SURFACE MOTION
 PM0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0266+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2013
 PM0266_ROD/PIPE-DEPTH: 4.0 meters
 PM0266
 PM0266  HISTORY     - Date     Condition        Report By
 PM0266  HISTORY     - 1962     MONUMENTED       USLS
 PM0266  HISTORY     - 1984     GOOD             NGS
 PM0266  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0266  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0266  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 PM0266  HISTORY     - 20130904 GOOD             STS
 PM0266
 PM0266                          STATION DESCRIPTION
 PM0266
 PM0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0266'IN MANISTEE.
 PM0266'IN MANISTEE, NEAR THE COAST GUARD STATION AND CITY PARK, AT THE
 PM0266'NORTHEAST CORNER OF AN INTERSECTION FORMED BY FIFTH AVENUE AND NORTH
 PM0266'LAKE SHORE DRIVE, NEAR THE NORTHWEST CORNER OF THE DWELLING AT 522
 PM0266'FIFTH AVENUE, ON AN EXTENDED LINE OF THE NORTH FACE OF THE DWELLING,
 PM0266'AND 0.33 METERS (1.1 FT) WEST OF THE NORTHWEST CORNER OF THE DWELLING.
 PM0266'THE MARK IS 0.18 M BELOW GROUND LEVEL.
 PM0266
 PM0266                          STATION RECOVERY (1990)
 PM0266
 PM0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0266'MARK NOT FOUND.
 PM0266
 PM0266                          STATION RECOVERY (2001)
 PM0266
 PM0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0266'
 PM0266
 PM0266                          STATION RECOVERY (2003)
 PM0266
 PM0266'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0266'MARK NOT FOUND.
 PM0266
 PM0266                          STATION RECOVERY (2013)
 PM0266
 PM0266'RECOVERY NOTE BY STS CONSULTANTS 2013
 PM0266'FOUND AS DESCRIBED BY NGS IN 1984
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0305 ***********************************************************************
 OL0305  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0305  DESIGNATION -  908 7023 DISC
 OL0305  PID         -  OL0305
 OL0305  STATE/COUNTY-  MI/MASON
 OL0305  COUNTRY     -  US
 OL0305  USGS QUAD   -  LUDINGTON (2017)
 OL0305
 OL0305                         *CURRENT SURVEY CONTROL
 OL0305  ______________________________________________________________________
 OL0305* NAD 83(1986) POSITION- 43 56 50.6    (N) 086 26 29.5    (W)   HD_HELD2
 OL0305* NAVD 88 ORTHO HEIGHT -   178.404 (meters)      585.31  (feet) ADJUSTED
 OL0305  ______________________________________________________________________
 OL0305  GEOID HEIGHT    -        -35.407 (meters)                     GEOID18
 OL0305  DYNAMIC HEIGHT  -        178.373 (meters)      585.21  (feet) COMP
 OL0305  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 OL0305
 OL0305  VERT ORDER      -  SECOND    CLASS I
 OL0305
 OL0305.The horizontal coordinates were established by autonomous hand held GPS
 OL0305.observations and have an estimated accuracy of +/- 10 meters.
 OL0305
 OL0305.The orthometric height was determined by differential leveling and
 OL0305.adjusted by the NATIONAL GEODETIC SURVEY
 OL0305.in October 2022.
 OL0305
 OL0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0305.GEOID18 height accuracy estimate available here.
 OL0305
 OL0305.This Water Level Mark is designated as VM 13191
 OL0305.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0305
 OL0305.Click photographs - Photos may exist for this station.
 OL0305
 OL0305.The dynamic height is computed by dividing the NAVD 88
 OL0305.geopotential number by the normal gravity value computed on the
 OL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0305.degrees latitude (g = 980.6199 gals.).
 OL0305
 OL0305.The modeled gravity was interpolated from observed gravity values.
 OL0305
 OL0305;                    North         East    Units  Estimated Accuracy
 OL0305;SPC MI C     -    72,219.    5,833,444.      MT  (+/- 10 meters HH2 GPS)
 OL0305
 OL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4481466181(NAD 83)
 OL0305
 OL0305                          SUPERSEDED SURVEY CONTROL
 OL0305
 OL0305  NAVD 88 (06/15/91)  178.432  (m)          585.41   (f) SUPERSEDED  1 2
 OL0305
 OL0305.Superseded values are not recommended for survey control.
 OL0305
 OL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0305.See file dsdata.pdf to determine how the superseded data were derived.
 OL0305
 OL0305_MARKER: DD = SURVEY DISK
 OL0305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0305_SP_SET: BUILDING FOOTING
 OL0305_MARK LOGO: USACE
 OL0305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0305+STABILITY: SURFACE MOTION
 OL0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0305+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 OL0305
 OL0305  HISTORY     - Date     Condition        Report By
 OL0305  HISTORY     - 1978     MONUMENTED       USACE
 OL0305  HISTORY     - 1984     GOOD             NGS
 OL0305  HISTORY     - 19901019 GOOD             NOS
 OL0305  HISTORY     - 19950726 GOOD             NOS
 OL0305  HISTORY     - 19950910 GOOD             USPSQD
 OL0305  HISTORY     - 20011128 GOOD             NGS
 OL0305  HISTORY     - 20040423 GOOD             USPSQD
 OL0305  HISTORY     - 20220816 GOOD             CO-OPS
 OL0305
 OL0305                          STATION DESCRIPTION
 OL0305
 OL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0305'IN LUDINGTON.
 OL0305'IN LUDINGTON, LOCATED ON CITY PROPERTY, SOUTH OF THE LUDINGTON SEWAGE
 OL0305'TREATMENT PLANT, THE DISK IS SET IN THE EXTENDED TOP OF THE NORTHWEST
 OL0305'CORNER OF THE FOUNDATION OF THE RED BRICK WATER GAGE HOUSE,
 OL0305'41.39 METERS (135.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE YELLOW
 OL0305'BRICK PLANT BUILDING, 46.93 METERS (154.0 FT) EAST OF THE CENTER OF A
 OL0305'GRAVEL STREET LEADING SOUTH TO THOMPSONS MARINA, 34.74 METERS
 OL0305'(114.0 FT) EAST-NORTHEAST OF THE FLAG POLE, 2.46 METERS (8.1 FT) WEST
 OL0305'OF THE NORTHEAST CORNER OF THE GAGE HOUSE, AND 0.13 METERS (0.45 FT)
 OL0305'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE.  NOTE, NO
 OL0305'STAMPING ON DISK.
 OL0305'THE MARK IS 0.08 M ABOVE GROUND.
 OL0305
 OL0305                          STATION RECOVERY (1990)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990 (JRS)
 OL0305'IN LUDINGTON, LOCATED ON CITY PROPERTY, SOUTH OF THE LUDINGTON SEWAGE
 OL0305'TREATMENT PLANT, THE DISK IS SET IN THE EXTENDED TOP OF THE NORTHWEST
 OL0305'CORNER OF THE FOUNDATION OF THE RED BRICK WATER GAGE HOUSE, 41.39
 OL0305'METERS (135.79 FT) SOUTH OF THE SOUTHEAST CORNER OF THE YELLOW BRICK
 OL0305'PLANT BUILDING, 46.93 METERS (153.97 FT) EAST OF THE CENTER OF A
 OL0305'GRAVEL STREET LEADING SOUTH TO THOMPSONS MARINA, 34.74 METERS (113.98
 OL0305'FT) EAST-NORTHEAST OF THE FLAG POLE, 2.46 METERS (8.07 FT) WEST OF THE
 OL0305'NORTHEAST CORNER OF THE GAGE HOUSE, AND 0.13 METERS (0.43 FT)
 OL0305'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE.  NOTE, NO
 OL0305'STAMPING ON DISK.
 OL0305
 OL0305                          STATION RECOVERY (1995)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0305'RECOVERED AS DESCRIBED.
 OL0305
 OL0305                          STATION RECOVERY (1995)
 OL0305
 OL0305'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0305'RECOVERED IN GOOD CONDITION.
 OL0305
 OL0305                          STATION RECOVERY (2001)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0305'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0305
 OL0305                          STATION RECOVERY (2004)
 OL0305
 OL0305'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0305'RECOVERED IN GOOD CONDITION.
 OL0305
 OL0305                          STATION RECOVERY (2022)
 OL0305
 OL0305'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0305'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC8294 ***********************************************************************
 AC8294  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8294  DESIGNATION -  908 7023 H
 AC8294  PID         -  AC8294
 AC8294  STATE/COUNTY-  MI/MASON
 AC8294  COUNTRY     -  US
 AC8294  USGS QUAD   -  LUDINGTON (2017)
 AC8294
 AC8294                         *CURRENT SURVEY CONTROL
 AC8294  ______________________________________________________________________
 AC8294* NAD 83(1986) POSITION- 43 57 02.0    (N) 086 26 32.1    (W)   HD_HELD2
 AC8294* NAVD 88 ORTHO HEIGHT -   182.624 (meters)      599.16  (feet) ADJUSTED
 AC8294  ______________________________________________________________________
 AC8294  GEOID HEIGHT    -        -35.411 (meters)                     GEOID18
 AC8294  DYNAMIC HEIGHT  -        182.593 (meters)      599.06  (feet) COMP
 AC8294  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 AC8294
 AC8294  VERT ORDER      -  SECOND    CLASS I
 AC8294
 AC8294.The horizontal coordinates were established by autonomous hand held GPS
 AC8294.observations and have an estimated accuracy of +/- 10 meters.
 AC8294
 AC8294.The orthometric height was determined by differential leveling and
 AC8294.adjusted by the NATIONAL GEODETIC SURVEY
 AC8294.in October 2022.
 AC8294
 AC8294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8294.GEOID18 height accuracy estimate available here.
 AC8294
 AC8294.This Water Level Mark is designated as VM 13190
 AC8294.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8294
 AC8294.Click photographs - Photos may exist for this station.
 AC8294
 AC8294.The dynamic height is computed by dividing the NAVD 88
 AC8294.geopotential number by the normal gravity value computed on the
 AC8294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8294.degrees latitude (g = 980.6199 gals.).
 AC8294
 AC8294.The modeled gravity was interpolated from observed gravity values.
 AC8294
 AC8294;                    North         East    Units  Estimated Accuracy
 AC8294;SPC MI C     -    72,573.    5,833,395.      MT  (+/- 10 meters HH2 GPS)
 AC8294
 AC8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4475466532(NAD 83)
 AC8294
 AC8294                          SUPERSEDED SURVEY CONTROL
 AC8294
 AC8294  NAVD 88 (07/23/97)  182.642  (m)          599.22   (f) SUPERSEDED  2 1
 AC8294
 AC8294.Superseded values are not recommended for survey control.
 AC8294
 AC8294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8294.See file dsdata.pdf to determine how the superseded data were derived.
 AC8294
 AC8294_MARKER: DB = BENCH MARK DISK
 AC8294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8294_STAMPING: 7023 H 1991
 AC8294_MARK LOGO: NOS
 AC8294_PROJECTION: FLUSH
 AC8294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8294+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 AC8294_ROD/PIPE-DEPTH: 10.4 meters
 AC8294
 AC8294  HISTORY     - Date     Condition        Report By
 AC8294  HISTORY     - 1991     MONUMENTED       NOS
 AC8294  HISTORY     - 19940813 GOOD             NOS
 AC8294  HISTORY     - 19950726 GOOD             NOS
 AC8294  HISTORY     - 20010815 GOOD             NGS
 AC8294  HISTORY     - 20021009 GOOD             USPSQD
 AC8294  HISTORY     - 20051014 GOOD             USPSQD
 AC8294  HISTORY     - 20160909 GOOD             USPSQD
 AC8294  HISTORY     - 20180818 GOOD             USPSQD
 AC8294  HISTORY     - 20220816 GOOD             CO-OPS
 AC8294
 AC8294                          STATION DESCRIPTION
 AC8294
 AC8294'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8294'IN LUDINGTON, MASON COUNTY, MICHIGAN, AT THE NORTHWEST CORNER OF EAST
 AC8294'MELENDY STREET AND SOUTH LAVINIA STREET, 28.0 FEET (8.5 M) NORTH OF
 AC8294'CENTERLINE OF EAST MELENDY STREET, 23.4 FEET (7.1 M) WEST OF
 AC8294'CENTERLINE OF SOUTH LAVINIA STREET, 2.5 FEET (0.8 M) EAST OF CENTER OF
 AC8294'LIGHT POLE NUMBER 2 ON THE NORTHWEST CORNER, BEING TOP OF STANDARD NOS
 AC8294'DISC 0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE, CRIMPED TO A
 AC8294'STANELESS STEEL ROD DRIVEN 34.0 FEET (10.4 M) TO REFUSAL, AND
 AC8294'PROTECTED BY A KICK BLOCK AND PVC PIPE WITH METAL ACCESS COVER FLUSH
 AC8294'WITH THE GROUND.
 AC8294
 AC8294                          STATION RECOVERY (1995)
 AC8294
 AC8294'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8294'RECOVERED AS DESCRIBED.
 AC8294
 AC8294                          STATION RECOVERY (2001)
 AC8294
 AC8294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AC8294
 AC8294                          STATION RECOVERY (2002)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 AC8294'RECOVERED IN GOOD CONDITION.
 AC8294
 AC8294                          STATION RECOVERY (2005)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AC8294'RECOVERED IN GOOD CONDITION.
 AC8294
 AC8294                          STATION RECOVERY (2016)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 AC8294'TEMPLO CANAAN ASAMBLEAS DE DIOS NOW OCCUPIES THE BUILDING.  THE MARK
 AC8294'IS 3 FT (0.9 M) EAST OF A WITNESS POST.
 AC8294
 AC8294                          STATION RECOVERY (2018)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 AC8294'RECOVERED IN GOOD CONDITION.
 AC8294
 AC8294                          STATION RECOVERY (2022)
 AC8294
 AC8294'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8294'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF SCOTTVILLE, 5.0 MI
 AC8294'(8.0 KM) SOUTH OF HAMLIN LAKE AND 0.6 MI (1.0 KM) EAST-SOUTHEAST OF
 AC8294'LUDINGTON.
 AC8294'
 AC8294'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 NW AND N WASHINGTON
 AC8294'AVENUE, TRAVEL SOUTH ON N WASHINGTON AVENUE FOR APPROXIMATELY 0.35 MI
 AC8294'(0.56 KM), THEN TURN RIGHT ON E MELENDY ST AND TRAVEL WEST FOR
 AC8294'APPROXIMATELY 0.13 MI (0.21 KM) AND MARK IS LOCATED IN THE NORTHWEST
 AC8294'CORNER OF THE INTERSECTION WITH LAVINIA, BEING TOP OF STANDARD NOS
 AC8294'DISC 0.15 M (0.5 FT) BELOW THE GROUND SURFACE, CRIMPED TO A STAINLESS
 AC8294'STEEL ROD DRIVEN 10.36 M (34.0 FT) TO REFUSAL.
 AC8294'
 AC8294'IT IS 8.15 M (26.7 FT) NORTH OF THE CENTERLINE OF EAST MELENDY STREET,
 AC8294'0.85 M (2.8 FT) EAST OF CENTER OF LIGHT POLE NUMBER 2 ON THE NORTHWEST
 AC8294'CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0300 ***********************************************************************
 OL0300  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0300  DESIGNATION -  908 7023 LAVINIA
 OL0300  PID         -  OL0300
 OL0300  STATE/COUNTY-  MI/MASON
 OL0300  COUNTRY     -  US
 OL0300  USGS QUAD   -  LUDINGTON (2017)
 OL0300
 OL0300                         *CURRENT SURVEY CONTROL
 OL0300  ______________________________________________________________________
 OL0300* NAD 83(1986) POSITION- 43 56 57.9    (N) 086 26 31.3    (W)   HD_HELD2
 OL0300* NAVD 88 ORTHO HEIGHT -   181.329 (meters)      594.91  (feet) ADJUSTED
 OL0300  ______________________________________________________________________
 OL0300  GEOID HEIGHT    -        -35.409 (meters)                     GEOID18
 OL0300  DYNAMIC HEIGHT  -        181.298 (meters)      594.81  (feet) COMP
 OL0300  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OL0300
 OL0300  VERT ORDER      -  SECOND    CLASS I
 OL0300
 OL0300.The horizontal coordinates were established by autonomous hand held GPS
 OL0300.observations and have an estimated accuracy of +/- 10 meters.
 OL0300
 OL0300.The orthometric height was determined by differential leveling and
 OL0300.adjusted by the NATIONAL GEODETIC SURVEY
 OL0300.in October 2022.
 OL0300
 OL0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0300.GEOID18 height accuracy estimate available here.
 OL0300
 OL0300.This Tidal Bench Mark is designated as VM 13189
 OL0300.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0300
 OL0300.Click photographs - Photos may exist for this station.
 OL0300
 OL0300.The dynamic height is computed by dividing the NAVD 88
 OL0300.geopotential number by the normal gravity value computed on the
 OL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0300.degrees latitude (g = 980.6199 gals.).
 OL0300
 OL0300.The modeled gravity was interpolated from observed gravity values.
 OL0300
 OL0300;                    North         East    Units  Estimated Accuracy
 OL0300;SPC MI C     -    72,446.    5,833,410.      MT  (+/- 10 meters HH2 GPS)
 OL0300
 OL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4477266405(NAD 83)
 OL0300
 OL0300                          SUPERSEDED SURVEY CONTROL
 OL0300
 OL0300  NAVD 88 (07/23/97)  181.347  (m)          594.97   (f) SUPERSEDED  1 2
 OL0300  NAVD 88 (06/15/91)  181.345  (m)          594.96   (f) SUPERSEDED  1 2
 OL0300
 OL0300.Superseded values are not recommended for survey control.
 OL0300
 OL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0300.See file dsdata.pdf to determine how the superseded data were derived.
 OL0300
 OL0300_MARKER: F = FLANGE-ENCASED ROD
 OL0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0300_STAMPING: LAVINIA 1956
 OL0300_MARK LOGO: NGS
 OL0300_PROJECTION: RECESSED 36 CENTIMETERS
 OL0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0300+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 OL0300_ROD/PIPE-DEPTH: 3.05 meters
 OL0300
 OL0300  HISTORY     - Date     Condition        Report By
 OL0300  HISTORY     - 1956     MONUMENTED       USLS
 OL0300  HISTORY     - 1984     GOOD             NGS
 OL0300  HISTORY     - 19940813 GOOD             NOS
 OL0300  HISTORY     - 19950726 GOOD             NOS
 OL0300  HISTORY     - 19950910 GOOD             USPSQD
 OL0300  HISTORY     - 20010815 GOOD             NGS
 OL0300  HISTORY     - 20011128 GOOD             NGS
 OL0300  HISTORY     - 20040423 GOOD             USPSQD
 OL0300  HISTORY     - 20160909 GOOD             USPSQD
 OL0300  HISTORY     - 20180818 GOOD             USPSQD
 OL0300  HISTORY     - 20220816 GOOD             CO-OPS
 OL0300
 OL0300                          STATION DESCRIPTION
 OL0300
 OL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0300'IN LUDINGTON.
 OL0300'IN LUDINGTON LOCATED AT THE SOUTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0300'DOWLAND STREETS, IS A ONE INCH DIAMETER STEEL ROD TEN FEET LONG AND
 OL0300'ABOUT 0.36 METERS (1.2 FT) BELOW THE GROUND LEVEL, 10.21 METERS
 OL0300'(33.5 FT) SOUTH OF THE CENTER OF DOWLAND STREET, 8.22 METERS (27.0 FT)
 OL0300'EAST OF THE CENTER OF LAVINIA STREET, 1.28 METERS (4.2 FT)
 OL0300'EAST-NORTHEAST OF A GREEN METAL POST SUPPORTING THE STREET SIGN,
 OL0300'0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE, AND 0.3 METERS
 OL0300'(1.0 FT) SOUTH OF THE SOUTH EDGE OF THE DOWLAND STREET SIDEWALK.
 OL0300
 OL0300                          STATION RECOVERY (1994)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0300'RECOVERED IN GOOD CONDITION.
 OL0300
 OL0300                          STATION RECOVERY (1995)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0300'RECOVERED IN GOOD CONDITION.  NOTE--NGS CAP AND KICKBLOCK SET 7/26/95.
 OL0300
 OL0300                          STATION RECOVERY (1995)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0300'RECOVERED IN GOOD CONDITION.
 OL0300
 OL0300                          STATION RECOVERY (2001)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0300
 OL0300                          STATION RECOVERY (2001)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0300'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0300
 OL0300                          STATION RECOVERY (2004)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0300'RECOVERED IN GOOD CONDITION.
 OL0300
 OL0300                          STATION RECOVERY (2016)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 OL0300'MARK IS 3 FT (0.9 M) NORTH OF A WITNESS POST.
 OL0300
 OL0300                          STATION RECOVERY (2018)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 OL0300'RECOVERED IN GOOD CONDITION.
 OL0300
 OL0300                          STATION RECOVERY (2022)
 OL0300
 OL0300'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0300'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF SCOTTVILLE, 5.1 MI
 OL0300'(8.2 KM) SOUTH OF HAMLIN LAKE AND 0.7 MI (1.1 KM) SOUTHEAST OF
 OL0300'LUDINGTON.
 OL0300'
 OL0300'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 NW AND N WASHINGTON
 OL0300'AVENUE, TRAVEL SOUTH ON N WASHINGTON AVENUE FOR APPROXIMATELY 0.42 MI
 OL0300'(0.68 KM), THEN TURN RIGHT ON E DOWNLAND ST AND TRAVEL WEST FOR
 OL0300'APPROXIMATELY 0.13 MI (0.21 KM) TO DEEP ROD MARK LOCATED IN THE
 OL0300'SOUTHEAST CORNER OF THE INTERSECTION WITH LAVINIA.
 OL0300'
 OL0300'IT IS 21.60 M (70.9 FT) SOUTH-SOUTHEAST OF A RED FIRE HYDRANT, 10.21 M
 OL0300'(33.5 FT) SOUTH OF THE CENTER OF DOWLAND STREET, 9.22 M (30.2 FT) EAST
 OL0300'OF THE CENTER OF LAVINIA STREET, 0.72 M (2.4 FT) NORTH OF A POWER LINE
 OL0300'POLE AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH EDGE OF THE DOWLAND STREET
 OL0300'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0301 ***********************************************************************
 OL0301  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0301  DESIGNATION -  908 7023 LSTP
 OL0301  PID         -  OL0301
 OL0301  STATE/COUNTY-  MI/MASON
 OL0301  COUNTRY     -  US
 OL0301  USGS QUAD   -  LUDINGTON (2017)
 OL0301
 OL0301                         *CURRENT SURVEY CONTROL
 OL0301  ______________________________________________________________________
 OL0301* NAD 83(1986) POSITION- 43 56 52.1    (N) 086 26 30.7    (W)   HD_HELD2
 OL0301* NAVD 88 ORTHO HEIGHT -   178.965 (meters)      587.15  (feet) ADJUSTED
 OL0301  ______________________________________________________________________
 OL0301  GEOID HEIGHT    -        -35.408 (meters)                     GEOID18
 OL0301  DYNAMIC HEIGHT  -        178.934 (meters)      587.05  (feet) COMP
 OL0301  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 OL0301
 OL0301  VERT ORDER      -  SECOND    CLASS I
 OL0301
 OL0301.The horizontal coordinates were established by autonomous hand held GPS
 OL0301.observations and have an estimated accuracy of +/- 10 meters.
 OL0301
 OL0301.The orthometric height was determined by differential leveling and
 OL0301.adjusted by the NATIONAL GEODETIC SURVEY
 OL0301.in October 2022.
 OL0301
 OL0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0301.GEOID18 height accuracy estimate available here.
 OL0301
 OL0301.This Water Level Mark is designated as VM 13188
 OL0301.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0301
 OL0301.Click photographs - Photos may exist for this station.
 OL0301
 OL0301.The dynamic height is computed by dividing the NAVD 88
 OL0301.geopotential number by the normal gravity value computed on the
 OL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0301.degrees latitude (g = 980.6199 gals.).
 OL0301
 OL0301.The modeled gravity was interpolated from observed gravity values.
 OL0301
 OL0301;                    North         East    Units  Estimated Accuracy
 OL0301;SPC MI C     -    72,266.    5,833,419.      MT  (+/- 10 meters HH2 GPS)
 OL0301
 OL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4478766227(NAD 83)
 OL0301
 OL0301                          SUPERSEDED SURVEY CONTROL
 OL0301
 OL0301  NAVD 88 (06/15/91)  178.989  (m)          587.23   (f) SUPERSEDED  1 2
 OL0301
 OL0301.Superseded values are not recommended for survey control.
 OL0301
 OL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0301.See file dsdata.pdf to determine how the superseded data were derived.
 OL0301
 OL0301_MARKER: DD = SURVEY DISK
 OL0301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0301_SP_SET: FOUNDATION WALL
 OL0301_STAMPING: LSTP 1950 RCH
 OL0301_MARK LOGO: USLS
 OL0301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0301+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 OL0301
 OL0301  HISTORY     - Date     Condition        Report By
 OL0301  HISTORY     - 1950     MONUMENTED       USLS
 OL0301  HISTORY     - 1984     GOOD             NGS
 OL0301  HISTORY     - 19940813 GOOD             NOS
 OL0301  HISTORY     - 19950726 GOOD             NOS
 OL0301  HISTORY     - 19950910 GOOD             USPSQD
 OL0301  HISTORY     - 20010815 GOOD             NGS
 OL0301  HISTORY     - 20011128 GOOD             NGS
 OL0301  HISTORY     - 20040423 GOOD             USPSQD
 OL0301  HISTORY     - 20220816 GOOD             CO-OPS
 OL0301
 OL0301                          STATION DESCRIPTION
 OL0301
 OL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0301'IN LUDINGTON.
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.9 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.5 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.
 OL0301'THE MARK IS 0.60 M ABOVE GROUND.
 OL0301
 OL0301                          STATION RECOVERY (1994)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.90 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.90 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.48 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.
 OL0301
 OL0301                          STATION RECOVERY (1995)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.90 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.90 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.48 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.  HE SOUTHWEST CORNER OF A YELLOW BRICK PLANT BUILDING, 0.97
 OL0301'METERS (3.18 FT) NORTH OF THE SOUTHWEST CORNER OF A CONCRETE RETAINING
 OL0301'WALL ON THE EAST SIDE OF A BOAT SLIP, AND Z
 OL0301
 OL0301                          STATION RECOVERY (1995)
 OL0301
 OL0301'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0301'RECOVERED IN GOOD CONDITION.
 OL0301
 OL0301                          STATION RECOVERY (2001)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0301
 OL0301                          STATION RECOVERY (2001)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0301'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0301
 OL0301                          STATION RECOVERY (2004)
 OL0301
 OL0301'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0301'RECOVERED IN GOOD CONDITION.
 OL0301
 OL0301                          STATION RECOVERY (2022)
 OL0301
 OL0301'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0302 ***********************************************************************
 OL0302  DESIGNATION -  908 7023 OIL USLS
 OL0302  PID         -  OL0302
 OL0302  STATE/COUNTY-  MI/MASON
 OL0302  COUNTRY     -  US
 OL0302  USGS QUAD   -  LUDINGTON (2017)
 OL0302
 OL0302                         *CURRENT SURVEY CONTROL
 OL0302  ______________________________________________________________________
 OL0302* NAD 83(1986) POSITION- 43 56 52.     (N) 086 26 28.     (W)   SCALED
 OL0302* NAVD 88 ORTHO HEIGHT -   179.018 (meters)      587.33  (feet) ADJUSTED
 OL0302  ______________________________________________________________________
 OL0302  GEOID HEIGHT    -        -35.406 (meters)                     GEOID18
 OL0302  DYNAMIC HEIGHT  -        178.988 (meters)      587.23  (feet) COMP
 OL0302  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 OL0302
 OL0302  VERT ORDER      -  FIRST     CLASS II
 OL0302
 OL0302.The horizontal coordinates were scaled from a map and have
 OL0302.an estimated accuracy of +/- 6 seconds.
 OL0302
 OL0302.The orthometric height was determined by differential leveling and
 OL0302.adjusted by the NATIONAL GEODETIC SURVEY
 OL0302.in June 1991.
 OL0302
 OL0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0302.GEOID18 height accuracy estimate available here.
 OL0302
 OL0302.Click photographs - Photos may exist for this station.
 OL0302
 OL0302.The dynamic height is computed by dividing the NAVD 88
 OL0302.geopotential number by the normal gravity value computed on the
 OL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0302.degrees latitude (g = 980.6199 gals.).
 OL0302
 OL0302.The modeled gravity was interpolated from observed gravity values.
 OL0302
 OL0302;                    North         East    Units  Estimated Accuracy
 OL0302;SPC MI C     -    72,260.    5,833,480.      MT  (+/- 180 meters Scaled)
 OL0302
 OL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP448662(NAD 83)
 OL0302
 OL0302                          SUPERSEDED SURVEY CONTROL
 OL0302
 OL0302.No superseded survey control is available for this station.
 OL0302
 OL0302_MARKER: X = CHISELED CROSS
 OL0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0302_SP_SET: CONCRETE FOOTING
 OL0302_MARK LOGO: USLS
 OL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0302+STABILITY: SURFACE MOTION
 OL0302
 OL0302  HISTORY     - Date     Condition        Report By
 OL0302  HISTORY     - 1956     MONUMENTED       USLS
 OL0302  HISTORY     - 1984     GOOD             NGS
 OL0302  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0302
 OL0302                          STATION DESCRIPTION
 OL0302
 OL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0302'IN LUDINGTON.
 OL0302'IN LUDINGTON, LOCATED ON LAKE STREET JUST NORTH OF THE LUDINGTON
 OL0302'SEWAGE TREATMENT PLANT ON THE INSIDE OF A SECURITY FENCE OF THE
 OL0302'STANDARD OIL COMPANY BULK STATION, THE MARK IS A ONE-HALF INCH CROSS
 OL0302'CHISLED INSIDE A ONE BY ONE INCH SQUARE FORMED BY FOUR CHISLED LINES
 OL0302'ON THE TOP OF AN IRON RAIL EMBEDDED IN A FOUR BY SIX FEET CONCRETE
 OL0302'FOOTING, LEVEL WITH THE GROUND AND IS SURROUNDED BY A THREE FOOT HIGH
 OL0302'RETAINING WALL, 27.43 METERS (90.0 FT) EAST OF THE CENTERLINE OF AN
 OL0302'ASPHALT ROAD LEADING SOUTH TO THOMPSONS MARINA, 11.67 METERS (38.3 FT)
 OL0302'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 2.49 METERS (8.2 FT) NORTH OF
 OL0302'THE NORTH FACE OF A EIGHT BY EIGHT AND ONE-HALF FEET TIN BUILDING,
 OL0302'1.79 METERS (5.9 FT) NORTH OF A THREE FEET HIGH CONCRETE RETAINING
 OL0302'WALL, AND 1.58 METERS (5.2 FT) EAST OF A THREE FEET HIGH CONCRETE
 OL0302'RETAINING WALL.
 OL0302'THE MARK IS ABOVE LEVEL WITH GROUND.
 OL0302
 OL0302                          STATION RECOVERY (2003)
 OL0302
 OL0302'RECOVERY NOTE BY US POWER SQUADRON 2003 (ES)
 OL0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0304 ***********************************************************************
 OL0304  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0304  DESIGNATION -  908 7023 WALBAR
 OL0304  PID         -  OL0304
 OL0304  STATE/COUNTY-  MI/MASON
 OL0304  COUNTRY     -  US
 OL0304  USGS QUAD   -  LUDINGTON (2017)
 OL0304
 OL0304                         *CURRENT SURVEY CONTROL
 OL0304  ______________________________________________________________________
 OL0304* NAD 83(2011) POSITION- 43 56 49.29291(N) 086 26 31.08090(W)   ADJUSTED
 OL0304* NAD 83(2011) ELLIP HT-   142.057 (meters)        (06/27/12)   ADJUSTED
 OL0304* NAD 83(2011) EPOCH   -  2010.00
 OL0304* NAVD 88 ORTHO HEIGHT -   177.697 (meters)      582.99  (feet) ADJUSTED
 OL0304  ______________________________________________________________________
 OL0304  GEOID HEIGHT    -        -35.407 (meters)                     GEOID18
 OL0304  NAD 83(2011) X  -    285,452.881 (meters)                     COMP
 OL0304  NAD 83(2011) Y  - -4,590,799.398 (meters)                     COMP
 OL0304  NAD 83(2011) Z  -  4,403,954.237 (meters)                     COMP
 OL0304  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 OL0304  DYNAMIC HEIGHT  -        177.666 (meters)      582.89  (feet) COMP
 OL0304  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 OL0304
 OL0304  VERT ORDER      -  SECOND    CLASS I
 OL0304
 OL0304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0304  Standards:
 OL0304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0304  -------------------------------------------------------------------
 OL0304  NETWORK   63.04  68.74          17.97  30.17  35.07     -0.17438386
 OL0304  -------------------------------------------------------------------
 OL0304  Click here for local accuracies and other accuracy information.
 OL0304
 OL0304.The horizontal coordinates were established by GPS observations
 OL0304.and adjusted by the National Geodetic Survey in June 2012.
 OL0304
 OL0304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0304.been affixed to the stable North American tectonic plate. See 
 OL0304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0304
 OL0304.The horizontal coordinates are valid at the epoch date displayed above
 OL0304.which is a decimal equivalence of Year/Month/Day.
 OL0304
 OL0304.The orthometric height was determined by differential leveling and
 OL0304.adjusted by the NATIONAL GEODETIC SURVEY
 OL0304.in October 2022.
 OL0304
 OL0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0304.GEOID18 height accuracy estimate available here.
 OL0304
 OL0304.This Water Level Mark is designated as VM 13187
 OL0304.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0304
 OL0304.Click photographs - Photos may exist for this station.
 OL0304
 OL0304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0304
 OL0304.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0304
 OL0304.The ellipsoidal height was determined by GPS observations
 OL0304.and is referenced to NAD 83.
 OL0304
 OL0304.The dynamic height is computed by dividing the NAVD 88
 OL0304.geopotential number by the normal gravity value computed on the
 OL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0304.degrees latitude (g = 980.6199 gals.).
 OL0304
 OL0304.The modeled gravity was interpolated from observed gravity values.
 OL0304
 OL0304. The following values were computed from the NAD 83(2011) position.
 OL0304
 OL0304;                    North         East     Units Scale Factor Converg.
 OL0304;SPC MI C     -    72,179.854 5,833,407.801   MT  1.00006252   -1 27 57.6
 OL0304;SPC MI C     -   236,810.54 19,138,477.04   iFT  1.00006252   -1 27 57.6
 OL0304;UTM  16      - 4,866,140.480   544,779.621   MT  0.99962466   +0 23 14.2
 OL0304
 OL0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0304!SPC MI C     -   0.99997773  x   1.00006252  =   1.00004024
 OL0304!UTM  16      -   0.99997773  x   0.99962466  =   0.99960239
 OL0304
 OL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4477966140(NAD 83)
 OL0304
 OL0304                          SUPERSEDED SURVEY CONTROL
 OL0304
 OL0304  NAD 83(2007)-  43 56 49.29146(N)    086 26 31.10058(W) AD(2002.00) 0
 OL0304  ELLIP H (02/10/07)  142.149  (m)                       GP(2002.00)    
 OL0304  ELLIP H (07/17/02)  142.314  (m)                       GP(       ) 4 1
 OL0304  NAD 83(1994)-  43 56 49.29365(N)    086 26 31.09109(W) AD(       ) 2
 OL0304  ELLIP H (02/03/97)  142.436  (m)                       GP(       ) 4 1
 OL0304  NAD 83(1986)-  43 56 49.29792(N)    086 26 31.10121(W) AD(       ) 2
 OL0304  NAVD 88 (06/05/98)  177.724  (m)          583.08   (f) SUPERSEDED  1 2
 OL0304  NAVD 88             177.73   (m)          583.1    (f) LEVELING    3  
 OL0304  NAVD 88 (06/15/91)  177.726  (m)          583.09   (f) SUPERSEDED  1 2
 OL0304
 OL0304.Superseded values are not recommended for survey control.
 OL0304
 OL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0304.See file dsdata.pdf to determine how the superseded data were derived.
 OL0304
 OL0304_MARKER: Z = SEE DESCRIPTION
 OL0304_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OL0304_SP_SET: BULKHEAD
 OL0304_MARK LOGO: NONE
 OL0304_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0304+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 OL0304
 OL0304  HISTORY     - Date     Condition        Report By
 OL0304  HISTORY     - 1950     MONUMENTED       USLS
 OL0304  HISTORY     - 1984     GOOD             NGS
 OL0304  HISTORY     - 1990     GOOD
 OL0304  HISTORY     - 19910521 GOOD
 OL0304  HISTORY     - 19940813 GOOD             NOS
 OL0304  HISTORY     - 19950726 GOOD             NOS
 OL0304  HISTORY     - 19950910 GOOD             USPSQD
 OL0304  HISTORY     - 20010613 GOOD             NGS
 OL0304  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0304  HISTORY     - 20011128 GOOD             NGS
 OL0304  HISTORY     - 20040423 GOOD             USPSQD
 OL0304  HISTORY     - 20160926 GOOD             GOUFRA
 OL0304  HISTORY     - 20220802 SEE DESCRIPTION  NGS
 OL0304  HISTORY     - 20220816 GOOD             CO-OPS
 OL0304
 OL0304                          STATION DESCRIPTION
 OL0304
 OL0304'DESCRIBED BY US LAKE SURVEY 1950
 OL0304'IN LUDINGTON.
 OL0304'IN LUDINGTON, LOCATED ON CITY PROPERTY SOUTH-SOUTHWEST OF THE
 OL0304'LUDINGTON SEWAGE TREATMENT PLANT, IS THE TOP OF A STEEL REINFORCING
 OL0304'ROD PROJECTING ONE-FOURTH OF AN INCH ABOVE THE TOP OF A CONCRETE
 OL0304'RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, 54.65 METERS
 OL0304'(177.3 FT) SOUTHWEST OF BENCH MARK 908-7023 DISC, 80.19 METERS
 OL0304'(263.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK
 OL0304'PLANT BUILDING, 0.97 METERS (3.2 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0304'A CONCRETE RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, AND
 OL0304'22.25 METERS (73.0 FT) SOUTH-SOUTHWEST OF A FLAG POLE.
 OL0304'THE MARK IS ABOVE LEVEL WITH GROUND.
 OL0304
 OL0304                          STATION RECOVERY (1984)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0304'STATION IS LOCATED ON THE BULKHEAD AT THOMPSON MARINA IN THE SOUTH
 OL0304'PART OF LUDINGTON.  STATION IS ALSO THE PRIMARY BENCH MARK FOR THE
 OL0304'LAKE LEVEL GUAGE AT LUDINGTON.  IT IS VERY DIFFICULT TO OCCUPY WITH A
 OL0304'TRIPOD.
 OL0304'TO REACH FROM THE INTERSECTION OF OLD HWY 31 AND U.S. 10 IN LUDINGTON,
 OL0304'GO WEST ON U.S. 10 FOR 1.2 MI (1.93 KM) TO INTERSECTION OF WASHINGTON
 OL0304'AVE.  TURN LEFT, AND GO SOUTH ON WASHINGTON AVE. FOR 0.5 MI
 OL0304'(0.80 KM)  TO T INTERSECTION OF LAKE STREET.  TURN RIGHT, AND GO WEST
 OL0304'ON LAKE STREET 0.2 MI (0.32 KM) TO DRIVE LEFT, AND SIGN THOMPSON
 OL0304'MARINA. TURN LEFT AND GO SOUTH 0.05 MI (0.08 KM), THEN JOG RIGHT AND
 OL0304'LEFT INTO PARKING LOT FOR THOMPSON MARINA.
 OL0304'STATION IS MARKED BY A STEEL REINFORCING ROD THAT PROJECTS 0.03 M
 OL0304'(0.10 FT) ABOVE THE TOP OF THE BULKHEAD. STATION IS NEAR THE SW
 OL0304'CORNER OF BULKHEAD OF THE 1ST BOAT SLIP EAST OF THE OFFICE FOR
 OL0304'THOMPSON MARINA. IT IS ABOUT 90 YARDS SOUTH OF THE SE CORNER OF
 OL0304'THOMPSON CABINET CO FACTORY, ABOUT 19 YARDS EAST OF SE CORNER OF
 OL0304'OFFICE FOR THOMPSON MARINA, 22.2 M (72.83 FT) SW OF A FLAGPOLE, 18.95
 OL0304'M (62.17 FT) SSW OF A LARGE BOLLARD, 11.85 M (38.88 FT) SW OF NE
 OL0304'INSIDE CORNER OF BOAT SLIP, 0.83 M (2.72 FT) N OF S FACE OF BULKHEAD,
 OL0304'AND 0.15 M (0.49 FT) E OF W FACE OF BULKHEAD.
 OL0304'DESCRIBED BY PBW
 OL0304
 OL0304                          STATION RECOVERY (1990)
 OL0304
 OL0304'RECOVERED 1990
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (1991)
 OL0304
 OL0304'RECOVERED 1991
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (1994)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0304'IN LUDINGTON, LOCATED ON CITY PROPERTY SOUTH-SOUTHWEST OF THE
 OL0304'LUDINGTON SEWAGE TREATMENT PLANT, IS THE TOP OF A STEEL REINFORCING
 OL0304'ROD PROJECTING ONE-FOURTH OF AN INCH ABOVE THE TOP OF A CONCRETE
 OL0304'RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, 54.65 METERS (179.30
 OL0304'FT) SOUTHWEST OF BENCH MARK 908-7023 DISC, 80.19 METERS (263.09 FT)
 OL0304'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK PLANT
 OL0304'BUILDING, 0.97 METERS (3.18 FT) NORTH OF THE SOUTHWEST CORNER OF A
 OL0304'CONCRETE RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, AND 22.25
 OL0304'METERS (73.00 FT) SOUTH-SOUTHWEST OF A FLAG POLE, ON THE BULKHEAD AT
 OL0304'THOMPSON MARINA IN THE SOUTH PART OF LUDINGTON.  STAION IS ALSO THE
 OL0304'PRIMARY BENCH MARK FOR THE LAKE LEVEL GUAGE IN LUDINGTON. IT IS VERY
 OL0304'DIFFICULT TO OCCUPY WITH A TRIPOD. TO REACH FROM THE INTERSECTION OF
 OL0304'OLD HWY 31 AND U.S. 10 IN LUDINGTON, GO WEST ON U.S.  10 FOR 1.2 MI
 OL0304'(1.9 KM) TO INTERSECTION OF WASHINGTON AVE.  TURN LEFT, AND GO SOUTH
 OL0304'ON WASHINGTON AVE.  FOR 0.5 MI (0.8 KM) TO T INTERSECTION OF LAKE
 OL0304'STREET.  TURN RIGHT, AND GO WEST ON LAKE STREET 0.2 MI (0.3 KM) TO
 OL0304'DRIVE LEFT, AND SIGN THOMPSON MARINA.  TURN LEFT AND GO SOUTH 0.05 MI
 OL0304'(0.08 KM) , THEN JOG RIGHT AND LEFT INTO PARKING LOT FOR THOMPSON
 OL0304'MARINA.  STATION IS MARKED BY A STEEL REINFORCING ROD PROJECTING 0.03
 OL0304'M (0.10 FT) ABOVE THE TOP OF THE BULKHEAD,  NEAR THE SW CORNER OF
 OL0304'BULKHEAD OF THE 1ST BOAT SLIP EAST OF THE OFFICE FOR THOMPSON MARINA,
 OL0304'ABOUT 90 YARDS SOUTH OF THE SE CORNER OF THOMPSON CABINET CO FACTORY,
 OL0304'ABOUT 19 YARDS EAST OF SE CORNER OF OFFICE FOR THOMPSON MARINA, 22.2 M
 OL0304'(72.8 FT) SW OF A FLAGPOLE, 18.95 M (62.17 FT) SSW OF A LARGE BOLLARD,
 OL0304'11.85 M (38.88 FT ) SW OF NE INSIDE CORNER OF BOAT SLIP, 0.83 M (2.72
 OL0304'FT) N OF S FACE OF BULKHEAD, AND 0.15 M (0.49 FT) E OF W FACE OF
 OL0304'BULKHEAD. DESCRIBED BY PBW
 OL0304
 OL0304                          STATION RECOVERY (1995)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0304'RECOVERED AS DESCRIBED.
 OL0304
 OL0304                          STATION RECOVERY (1995)
 OL0304
 OL0304'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 OL0304'*** ATTENTION *** ATTENTION *** ATTENTION ***
 OL0304'
 OL0304'ED THOMPSON, THE OWNER OF THE MARINA, MADE A SPECIAL REQUEST
 OL0304'THAT USERS OF THIS BENCH MARK CALL AHEAD BEFORE USING IT.
 OL0304'PLEASE PHONE ED THOMPSON AT 231-843-3387.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0304'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0304
 OL0304                          STATION RECOVERY (2004)
 OL0304
 OL0304'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (2016)
 OL0304
 OL0304'RECOVERY NOTE BY GOURDIE FRASER INC. 2016 (TM)
 OL0304'CAUTION- MARK WAS RECOVERED AS DESCRIBED, PUBLISHED COORDINATES ARE
 OL0304'DOUBTFUL
 OL0304
 OL0304                          STATION RECOVERY (2022)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JCJ)
 OL0304'MARK ITSELF IS IN GOOD CONDITION, BUT THE CONCRETE RETAINING WALL IT
 OL0304'IS SET IN HAS LIKELY MOVED.  PARTS OF THE WALL HAVE CRUMBLED OR BEEN
 OL0304'REPLACED AND THERE ARE A NUMBER OF SIGNIFICANT SINKHOLES BEHIND THE
 OL0304'WALL TO THE NORTH AND EAST.
 OL0304
 OL0304                          STATION RECOVERY (2022)
 OL0304
 OL0304'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0304'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0299 ***********************************************************************
 OL0299  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0299  DESIGNATION -  908 7023 WINDOW
 OL0299  PID         -  OL0299
 OL0299  STATE/COUNTY-  MI/MASON
 OL0299  COUNTRY     -  US
 OL0299  USGS QUAD   -  LUDINGTON (2017)
 OL0299
 OL0299                         *CURRENT SURVEY CONTROL
 OL0299  ______________________________________________________________________
 OL0299* NAD 83(1986) POSITION- 43 57 05.9    (N) 086 26 29.8    (W)   HD_HELD2
 OL0299* NAVD 88 ORTHO HEIGHT -   189.040 (meters)      620.21  (feet) ADJUSTED
 OL0299  ______________________________________________________________________
 OL0299  GEOID HEIGHT    -        -35.410 (meters)                     GEOID18
 OL0299  DYNAMIC HEIGHT  -        189.008 (meters)      620.10  (feet) COMP
 OL0299  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 OL0299
 OL0299  VERT ORDER      -  SECOND    CLASS I
 OL0299
 OL0299.The horizontal coordinates were established by autonomous hand held GPS
 OL0299.observations and have an estimated accuracy of +/- 10 meters.
 OL0299
 OL0299.The orthometric height was determined by differential leveling and
 OL0299.adjusted by the NATIONAL GEODETIC SURVEY
 OL0299.in October 2022.
 OL0299
 OL0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0299.GEOID18 height accuracy estimate available here.
 OL0299
 OL0299.This Water Level Mark is designated as VM 13192
 OL0299.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0299
 OL0299.Click photographs - Photos may exist for this station.
 OL0299
 OL0299.The dynamic height is computed by dividing the NAVD 88
 OL0299.geopotential number by the normal gravity value computed on the
 OL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0299.degrees latitude (g = 980.6199 gals.).
 OL0299
 OL0299.The modeled gravity was interpolated from observed gravity values.
 OL0299
 OL0299;                    North         East    Units  Estimated Accuracy
 OL0299;SPC MI C     -    72,692.    5,833,449.      MT  (+/- 10 meters HH2 GPS)
 OL0299
 OL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4480466653(NAD 83)
 OL0299
 OL0299                          SUPERSEDED SURVEY CONTROL
 OL0299
 OL0299  NAVD 88 (06/05/98)  189.057  (m)          620.26   (f) SUPERSEDED  1 2
 OL0299  NAVD 88 (06/15/91)  189.053  (m)          620.25   (f) SUPERSEDED  1 2
 OL0299
 OL0299.Superseded values are not recommended for survey control.
 OL0299
 OL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0299.See file dsdata.pdf to determine how the superseded data were derived.
 OL0299
 OL0299_MARKER: Q = CHISELED SQUARE
 OL0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0299_SP_SET: SANDSTONE WINDOW SILL
 OL0299_MARK LOGO: USLS
 OL0299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0299+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 OL0299
 OL0299  HISTORY     - Date     Condition        Report By
 OL0299  HISTORY     - 1956     MONUMENTED       USLS
 OL0299  HISTORY     - 1984     GOOD             NGS
 OL0299  HISTORY     - 19910430 GOOD             NOS
 OL0299  HISTORY     - 19950910 GOOD             USPSQD
 OL0299  HISTORY     - 20010815 GOOD             NGS
 OL0299  HISTORY     - 20040424 GOOD             USPSQD
 OL0299  HISTORY     - 20160909 GOOD             USPSQD
 OL0299  HISTORY     - 20180818 GOOD             USPSQD
 OL0299  HISTORY     - 20220816 GOOD             CO-OPS
 OL0299
 OL0299                          STATION DESCRIPTION
 OL0299
 OL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0299'IN LUDINGTON.
 OL0299'IN LUDINGTON LOCATED AT THE NORTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0299'DANAHER STREETS, IS A ONE AND ONE-HALF INCH SQUARE FORMED BY THREE CUT
 OL0299'LINES IN THE SOUTH EDGE OF THE WINDOW SILL, ON TOP AND AT THE EAST
 OL0299'SIDE OF THE SANDSTONE WINDOW SILL OF THE EMANUEL LUTHERAN CHURCH,
 OL0299'13.71 METERS (45.0 FT) NORTH OF THE CENTERLINE OF DANAHER STREET, AND
 OL0299'1.09 METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 OL0299'THE MARK IS 1.12 M ABOVE GROUND.
 OL0299
 OL0299                          STATION RECOVERY (1991)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (CNC)
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (1995)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (2001)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0299
 OL0299                          STATION RECOVERY (2004)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (2016)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (2018)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (2022)
 OL0299
 OL0299'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0299'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF SCOTTVILLE, 4.9 MI
 OL0299'(7.9 KM) SOUTH OF HAMLIN LAKE AND IN THE TOWN OF LUDINGTON, MI.
 OL0299'
 OL0299'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 NW AND N WASHINGTON
 OL0299'AVENUE, TRAVEL SOUTH ON N WASHINGTON AVENUE FOR APPROXIMATELY 0.28 MI
 OL0299'(0.45 KM), THEN TURN RIGHT ON E DANAHER ST AND TRAVEL WEST FOR
 OL0299'APPROXIMATELY 0.11 MI (0.18 KM) TO MARK ON THE SOUTH SIDE OF DANAHER
 OL0299'ST AT THE SOUTHEAST CORNER OF A CHURCH, A ONE AND ONE-HALF INCH SQUARE
 OL0299'FORMED BY THREE CUT LINES IN THE SOUTH EDGE OF THE WINDOW SILL, ON TOP
 OL0299'AND AT THE EAST SIDE OF THE SANDSTONE WINDOW SILL OF THE EMANUEL
 OL0299'LUTHERAN CHURCH.
 OL0299'
 OL0299'IT IS 33.17 M (108.8 FT) NORTHEAST FROM THE CENTER TOP OF A RED FIRE
 OL0299'HYDRANT AT THE NORTHEAST CORNER OF LAVINIA AND DANAHER STREETS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0319 ***********************************************************************
 OL0319  DESIGNATION -  908 7025 HERLINE USLS
 OL0319  PID         -  OL0319
 OL0319  STATE/COUNTY-  MI/OCEANA
 OL0319  COUNTRY     -  US
 OL0319  USGS QUAD   -  PENTWATER (2017)
 OL0319
 OL0319                         *CURRENT SURVEY CONTROL
 OL0319  ______________________________________________________________________
 OL0319* NAD 83(1986) POSITION- 43 46 53.     (N) 086 26 24.     (W)   SCALED
 OL0319* NAVD 88 ORTHO HEIGHT -   180.500 (meters)      592.19  (feet) ADJUSTED
 OL0319  ______________________________________________________________________
 OL0319  GEOID HEIGHT    -        -35.178 (meters)                     GEOID18
 OL0319  DYNAMIC HEIGHT  -        180.466 (meters)      592.08  (feet) COMP
 OL0319  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 OL0319
 OL0319  VERT ORDER      -  FIRST     CLASS II
 OL0319
 OL0319.The horizontal coordinates were scaled from a map and have
 OL0319.an estimated accuracy of +/- 6 seconds.
 OL0319
 OL0319.The orthometric height was determined by differential leveling and
 OL0319.adjusted by the NATIONAL GEODETIC SURVEY
 OL0319.in June 1991.
 OL0319
 OL0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0319.GEOID18 height accuracy estimate available here.
 OL0319
 OL0319.Click photographs - Photos may exist for this station.
 OL0319
 OL0319.The dynamic height is computed by dividing the NAVD 88
 OL0319.geopotential number by the normal gravity value computed on the
 OL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0319.degrees latitude (g = 980.6199 gals.).
 OL0319
 OL0319.The modeled gravity was interpolated from observed gravity values.
 OL0319
 OL0319;                    North         East    Units  Estimated Accuracy
 OL0319;SPC MI S     -   255,480.    3,833,110.      MT  (+/- 180 meters Scaled)
 OL0319
 OL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP450477(NAD 83)
 OL0319
 OL0319                          SUPERSEDED SURVEY CONTROL
 OL0319
 OL0319.No superseded survey control is available for this station.
 OL0319
 OL0319_MARKER: DD = SURVEY DISK
 OL0319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0319_SP_SET: FOUNDATION WALL
 OL0319_STAMPING: HERLINE 1943 LDK
 OL0319_MARK LOGO: USLS
 OL0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0319+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0319
 OL0319  HISTORY     - Date     Condition        Report By
 OL0319  HISTORY     - 1943     MONUMENTED       USLS
 OL0319  HISTORY     - 1984     GOOD             NGS
 OL0319  HISTORY     - 19940821 GOOD             USPSQD
 OL0319  HISTORY     - 19950910 GOOD             USPSQD
 OL0319  HISTORY     - 20010928 GOOD             USPSQD
 OL0319  HISTORY     - 20020718 GOOD             USPSQD
 OL0319  HISTORY     - 20030720 GOOD             USPSQD
 OL0319
 OL0319                          STATION DESCRIPTION
 OL0319
 OL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0319'IN PENTWATER.
 OL0319'IN PENTWATER, LOCATED AT 539 WEST LOWELL STREET, AT THE FARRINGTON
 OL0319'COTTAGE, THE DISK IS SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 OL0319'FOUNDATION WALL ABOUT 0.9 METER (3.0 FT) ABOVE THE GROUND, ABOUT
 OL0319'0.46 METERS (1.5 FT) ABOVE A GAS METER, 21.33 METERS (70.0 FT) SOUTH
 OL0319'OF THE CENTERLINE OF LOWELL STREET, AND 0.42 METERS (1.4 FT) NORTH OF
 OL0319'THE SOUTHEAST CORNER OF THE COTTAGE.
 OL0319'THE MARK IS 1.0 M ABOVE LOWELL STREET.
 OL0319
 OL0319                          STATION RECOVERY (1994)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (1995)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2001)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2002)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2003)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0320 ***********************************************************************
 OL0320  DESIGNATION -  908 7025 LAWN USLS
 OL0320  PID         -  OL0320
 OL0320  STATE/COUNTY-  MI/OCEANA
 OL0320  COUNTRY     -  US
 OL0320  USGS QUAD   -  PENTWATER (2017)
 OL0320
 OL0320                         *CURRENT SURVEY CONTROL
 OL0320  ______________________________________________________________________
 OL0320* NAD 83(1986) POSITION- 43 46 53.     (N) 086 26 24.     (W)   SCALED
 OL0320* NAVD 88 ORTHO HEIGHT -   178.458 (meters)      585.49  (feet) ADJUSTED
 OL0320  ______________________________________________________________________
 OL0320  GEOID HEIGHT    -        -35.178 (meters)                     GEOID18
 OL0320  DYNAMIC HEIGHT  -        178.424 (meters)      585.38  (feet) COMP
 OL0320  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 OL0320
 OL0320  VERT ORDER      -  FIRST     CLASS II
 OL0320
 OL0320.The horizontal coordinates were scaled from a map and have
 OL0320.an estimated accuracy of +/- 6 seconds.
 OL0320
 OL0320.The orthometric height was determined by differential leveling and
 OL0320.adjusted by the NATIONAL GEODETIC SURVEY
 OL0320.in June 1991.
 OL0320
 OL0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0320.GEOID18 height accuracy estimate available here.
 OL0320
 OL0320.Click photographs - Photos may exist for this station.
 OL0320
 OL0320.The dynamic height is computed by dividing the NAVD 88
 OL0320.geopotential number by the normal gravity value computed on the
 OL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0320.degrees latitude (g = 980.6199 gals.).
 OL0320
 OL0320.The modeled gravity was interpolated from observed gravity values.
 OL0320
 OL0320;                    North         East    Units  Estimated Accuracy
 OL0320;SPC MI S     -   255,480.    3,833,110.      MT  (+/- 180 meters Scaled)
 OL0320
 OL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP450477(NAD 83)
 OL0320
 OL0320                          SUPERSEDED SURVEY CONTROL
 OL0320
 OL0320.No superseded survey control is available for this station.
 OL0320
 OL0320_MARKER: I = METAL ROD
 OL0320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OL0320+WITH SETTING: INFORMATION.
 OL0320_MARK LOGO: USLS
 OL0320_PROJECTION: RECESSED 76 CENTIMETERS
 OL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0320+STABILITY: SURFACE MOTION
 OL0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0320+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0320_ROD/PIPE-DEPTH: 2.10 meters
 OL0320
 OL0320  HISTORY     - Date     Condition        Report By
 OL0320  HISTORY     - 1943     MONUMENTED       USLS
 OL0320  HISTORY     - 1984     GOOD             NGS
 OL0320  HISTORY     - 19940821 GOOD             USPSQD
 OL0320  HISTORY     - 19950910 GOOD             USPSQD
 OL0320  HISTORY     - 20010928 GOOD             USPSQD
 OL0320  HISTORY     - 20020718 GOOD             USPSQD
 OL0320  HISTORY     - 20030720 GOOD             USPSQD
 OL0320
 OL0320                          STATION DESCRIPTION
 OL0320
 OL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0320'IN PENTWATER.
 OL0320'IN PENTWATER, LOCATED AT THE NORTHWEST CORNER OF A 1.21 METERS
 OL0320'(4.0 FT) HIGH CHAIN LINK FENCE AROUND THE CITY PARK, AT 539 WEST
 OL0320'LOWELL STREET, ABOUT 0.76 METERS (2.5 FT) UNDERGROUND, MARK IS A 1
 OL0320'INCH SQUARE ROD 2.1 METERS (7.0 FT) LONG, 24.38 METERS (80.0 FT) SOUTH
 OL0320'OF THE CENTERLINE OF LOWELL STREET, 15.42 METERS (50.6 FT)
 OL0320'EAST-NORTHEAST OF BENCH MARK HERLINE, 2.71 METERS (8.9 FT) WEST OF A
 OL0320'24 INCH DIAMETER MAPLE TREE, 1.00 METER (3.3 FT) NORTHEAST OF A CHAIN
 OL0320'LINK CORNER FENCE POST, AND 0.79 METERS (2.6 FT) NORTH OF THE FENCE.
 OL0320'THE MARK IS ABOVE LEVEL WITH LOWELL STREET.
 OL0320
 OL0320                          STATION RECOVERY (1994)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (1995)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2001)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2002)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2003)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0316 ***********************************************************************
 OL0316  DESIGNATION -  908 7025 NICK USLS
 OL0316  PID         -  OL0316
 OL0316  STATE/COUNTY-  MI/OCEANA
 OL0316  COUNTRY     -  US
 OL0316  USGS QUAD   -  PENTWATER (2017)
 OL0316
 OL0316                         *CURRENT SURVEY CONTROL
 OL0316  ______________________________________________________________________
 OL0316* NAD 83(1986) POSITION- 43 46 54.6    (N) 086 26 13.1    (W)   HD_HELD2
 OL0316* NAVD 88 ORTHO HEIGHT -   182.763 (meters)      599.61  (feet) ADJUSTED
 OL0316  ______________________________________________________________________
 OL0316  GEOID HEIGHT    -        -35.171 (meters)                     GEOID18
 OL0316  DYNAMIC HEIGHT  -        182.729 (meters)      599.50  (feet) COMP
 OL0316  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 OL0316
 OL0316  VERT ORDER      -  FIRST     CLASS II
 OL0316
 OL0316.The horizontal coordinates were established by autonomous hand held GPS
 OL0316.observations and have an estimated accuracy of +/- 10 meters.
 OL0316
 OL0316.The orthometric height was determined by differential leveling and
 OL0316.adjusted by the NATIONAL GEODETIC SURVEY
 OL0316.in June 1991.
 OL0316
 OL0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0316.GEOID18 height accuracy estimate available here.
 OL0316
 OL0316.Click photographs - Photos may exist for this station.
 OL0316
 OL0316.The dynamic height is computed by dividing the NAVD 88
 OL0316.geopotential number by the normal gravity value computed on the
 OL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0316.degrees latitude (g = 980.6199 gals.).
 OL0316
 OL0316.The modeled gravity was interpolated from observed gravity values.
 OL0316
 OL0316;                    North         East    Units  Estimated Accuracy
 OL0316;SPC MI S     -   255,524.    3,833,353.      MT  (+/- 10 meters HH2 GPS)
 OL0316
 OL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4530547796(NAD 83)
 OL0316
 OL0316                          SUPERSEDED SURVEY CONTROL
 OL0316
 OL0316.No superseded survey control is available for this station.
 OL0316
 OL0316_MARKER: Q = CHISELED SQUARE
 OL0316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0316_SP_SET: CONCRETE WINDOW SILL
 OL0316_MARK LOGO: USLS
 OL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0316+STABILITY: SURFACE MOTION
 OL0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0316+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2023
 OL0316
 OL0316  HISTORY     - Date     Condition        Report By
 OL0316  HISTORY     - 1949     MONUMENTED       USLS
 OL0316  HISTORY     - 1984     GOOD             NGS
 OL0316  HISTORY     - 19940821 GOOD             USPSQD
 OL0316  HISTORY     - 19950910 GOOD             USPSQD
 OL0316  HISTORY     - 20010928 GOOD             USPSQD
 OL0316  HISTORY     - 20020718 GOOD             USPSQD
 OL0316  HISTORY     - 20030720 GOOD             USPSQD
 OL0316  HISTORY     - 20230820 GOOD             WILWRK
 OL0316
 OL0316                          STATION DESCRIPTION
 OL0316
 OL0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0316'IN PENTWATER.
 OL0316'IN PENTWATER, LOCATED ON WEST LOWEL STREET ON THE NORTH SIDE OF THE
 OL0316'STREET, A ONE INCH SQUARE FORMED BY TWO CHISEL MARKS, AT THE SOUTH AND
 OL0316'EAST EDGES OF A CONCRETE WINDOW SILL AT THE SOUTHEAST CORNER OF A
 OL0316'CONCRETE BLOCK HOUSE, ABOUT 50.29 METERS (165.0 FT) SOUTH OF THE
 OL0316'NICKERSON INN, 19.08 METERS (62.6 FT) NORTH OF THE CENTERLINE OF
 OL0316'LOWELL STREET, 9.32 METERS (30.6 FT) WEST OF THE WEST EDGE OF A
 OL0316'NORTH-SOUTH SIDEWALK LEADING TO THE INN, AND 0.42 METERS (1.4 FT)
 OL0316'NORTH OF THE SOUTHEAST CORNER OF THE HOUSE.
 OL0316'THE MARK IS 0.6 M ABOVE GROUND.
 OL0316
 OL0316                          STATION RECOVERY (1994)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (1995)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2001)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2002)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2003)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2023)
 OL0316
 OL0316'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OL0316'RECOVERED AS DESCRIBED.  CONTRARY TO THE 2001 RECOVERY, THIS MARK IS
 OL0316'NOT GPSABLE.  THE MARK IS A CHISELED SQUARE ON SE CORNER OF STONE
 OL0316'WINDOWSILL AT SE CORNER OF HOUSE NUMBER 268 W LOWELL ST, NW OF THE
 OL0316'INTERSECTION OF W LOWELL AND BRIDGE STREETS.  THE NICKERSON INN
 OL0316'REFERENCED IN THE 1984 DESCRIPTION BURNED DOWN IN 2007.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0318 ***********************************************************************
 OL0318  DESIGNATION -  908 7025 PRIVATE
 OL0318  PID         -  OL0318
 OL0318  STATE/COUNTY-  MI/OCEANA
 OL0318  COUNTRY     -  US
 OL0318  USGS QUAD   -  PENTWATER (2017)
 OL0318
 OL0318                         *CURRENT SURVEY CONTROL
 OL0318  ______________________________________________________________________
 OL0318* NAD 83(1986) POSITION- 43 46 49.     (N) 086 26 11.     (W)   SCALED
 OL0318* NAVD 88 ORTHO HEIGHT -   177.897 (meters)      583.65  (feet) ADJUSTED
 OL0318  ______________________________________________________________________
 OL0318  GEOID HEIGHT    -        -35.167 (meters)                     GEOID18
 OL0318  DYNAMIC HEIGHT  -        177.863 (meters)      583.54  (feet) COMP
 OL0318  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 OL0318
 OL0318  VERT ORDER      -  FIRST     CLASS II
 OL0318
 OL0318.The horizontal coordinates were scaled from a map and have
 OL0318.an estimated accuracy of +/- 6 seconds.
 OL0318
 OL0318.The orthometric height was determined by differential leveling and
 OL0318.adjusted by the NATIONAL GEODETIC SURVEY
 OL0318.in June 1991.
 OL0318
 OL0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0318.GEOID18 height accuracy estimate available here.
 OL0318
 OL0318.Click photographs - Photos may exist for this station.
 OL0318
 OL0318.The dynamic height is computed by dividing the NAVD 88
 OL0318.geopotential number by the normal gravity value computed on the
 OL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0318.degrees latitude (g = 980.6199 gals.).
 OL0318
 OL0318.The modeled gravity was interpolated from observed gravity values.
 OL0318
 OL0318;                    North         East    Units  Estimated Accuracy
 OL0318;SPC MI S     -   255,350.    3,833,400.      MT  (+/- 180 meters Scaled)
 OL0318
 OL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453476(NAD 83)
 OL0318
 OL0318                          SUPERSEDED SURVEY CONTROL
 OL0318
 OL0318.No superseded survey control is available for this station.
 OL0318
 OL0318_MARKER: DD = SURVEY DISK
 OL0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0318_SP_SET: RETAINING WALL
 OL0318_STAMPING: PRIVATE 1965 U.S. LAKE SURVEY
 OL0318_MARK LOGO: USACE
 OL0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0318+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0318
 OL0318  HISTORY     - Date     Condition        Report By
 OL0318  HISTORY     - 1969     MONUMENTED       USACE
 OL0318  HISTORY     - 1984     GOOD             NGS
 OL0318  HISTORY     - 19940821 GOOD             USPSQD
 OL0318  HISTORY     - 19950910 GOOD             USPSQD
 OL0318  HISTORY     - 20010928 GOOD             USPSQD
 OL0318  HISTORY     - 20020718 GOOD             USPSQD
 OL0318  HISTORY     - 20030720 GOOD             USPSQD
 OL0318  HISTORY     - 20250621 GOOD             USPSQD
 OL0318
 OL0318                          STATION DESCRIPTION
 OL0318
 OL0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0318'IN PENTWATER, 0.2 KM (0.15 MI) WEST ALONG LOWELL STREET FROM THE
 OL0318'INTERSECTION OF HANCOCK STREET WHICH IS ONE BLOCK NORTH OF THE POST
 OL0318'OFFICE, THENCE 0.2 KM (0.1 MI) SOUTH-SOUTHWEST ALONG BRIDGE STREET TO
 OL0318'ITS END, AT THE EAST-WEST WALL (NORTH WALL OF THE ENTRANCE CHANNEL)
 OL0318'FROM LAKE MICHIGAN TO THE PENTWATER LAKE, SET IN TOP OF THE RETAINING
 OL0318'WALL ABOUT 4.96 METERS (16.3 FT) WEST OF THE EAST END, 50.29 METERS
 OL0318'(165.0 FT) EAST-SOUTHEAST OF AN EXTENDED CENTERLINE OF BRIDGE STREET,
 OL0318'0.51 METERS (1.7 FT) NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE OF
 OL0318'THE RETAINING WALL, AND 0.12 METERS (0.4 FT) SOUTH-SOUTHWEST OF THE
 OL0318'NORTH-NORTHEAST EDGE OF THE RETAINING WALL.
 OL0318'THE MARK IS 0.76 M ABOVE WATER LEVEL.
 OL0318
 OL0318                          STATION RECOVERY (1994)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (1995)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (2001)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0318'33 FEET FROM FLAGPOLE IN CHANNEL LANE PARK.
 OL0318
 OL0318                          STATION RECOVERY (2002)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (2003)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (2025)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2025 (DLT)
 OL0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0315 ***********************************************************************
 OL0315  DESIGNATION -  908 7025 WL 210
 OL0315  PID         -  OL0315
 OL0315  STATE/COUNTY-  MI/OCEANA
 OL0315  COUNTRY     -  US
 OL0315  USGS QUAD   -  PENTWATER (2017)
 OL0315
 OL0315                         *CURRENT SURVEY CONTROL
 OL0315  ______________________________________________________________________
 OL0315* NAD 83(1986) POSITION- 43 46 51.6    (N) 086 25 58.6    (W)   HD_HELD2
 OL0315* NAVD 88 ORTHO HEIGHT -   185.036 (meters)      607.07  (feet) ADJUSTED
 OL0315  ______________________________________________________________________
 OL0315  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 OL0315  DYNAMIC HEIGHT  -        185.001 (meters)      606.96  (feet) COMP
 OL0315  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 OL0315
 OL0315  VERT ORDER      -  FIRST     CLASS II
 OL0315
 OL0315.The horizontal coordinates were established by autonomous hand held GPS
 OL0315.observations and have an estimated accuracy of +/- 10 meters.
 OL0315
 OL0315.The orthometric height was determined by differential leveling and
 OL0315.adjusted by the NATIONAL GEODETIC SURVEY
 OL0315.in June 1991.
 OL0315
 OL0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0315.GEOID18 height accuracy estimate available here.
 OL0315
 OL0315.Click photographs - Photos may exist for this station.
 OL0315
 OL0315.The dynamic height is computed by dividing the NAVD 88
 OL0315.geopotential number by the normal gravity value computed on the
 OL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0315.degrees latitude (g = 980.6199 gals.).
 OL0315
 OL0315.The modeled gravity was interpolated from observed gravity values.
 OL0315
 OL0315;                    North         East    Units  Estimated Accuracy
 OL0315;SPC MI S     -   255,423.    3,833,675.      MT  (+/- 10 meters HH2 GPS)
 OL0315
 OL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4563047705(NAD 83)
 OL0315
 OL0315                          SUPERSEDED SURVEY CONTROL
 OL0315
 OL0315.No superseded survey control is available for this station.
 OL0315
 OL0315_MARKER: DD = SURVEY DISK
 OL0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0315_SP_SET: BUILDING
 OL0315_STAMPING: WL 210 1935 HFL
 OL0315_MARK LOGO: USLS
 OL0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0315+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0315
 OL0315  HISTORY     - Date     Condition        Report By
 OL0315  HISTORY     - 1935     MONUMENTED       USLS
 OL0315  HISTORY     - 1984     GOOD             NGS
 OL0315  HISTORY     - 19940821 GOOD             USPSQD
 OL0315  HISTORY     - 19950910 GOOD             USPSQD
 OL0315  HISTORY     - 20010928 GOOD             USPSQD
 OL0315  HISTORY     - 20020718 GOOD             USPSQD
 OL0315  HISTORY     - 20030720 GOOD             USPSQD
 OL0315  HISTORY     - 20250621 GOOD             USPSQD
 OL0315
 OL0315                          STATION DESCRIPTION
 OL0315
 OL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0315'IN PENTWATER, THE MARK IS LOCATED AT THE NORTHEAST CORNER OF HANCOCK
 OL0315'AND FIRST STREETS, THE DISK IS SET VERTICALLY IN THE WEST FACE OF THE
 OL0315'METHODIST EPISCOPAL CHURCH, ABOUT 1.21 METERS (4.0 FT) ABOVE THE
 OL0315'GROUND, 0.94 METERS (3.1 FT) SOUTH OF THE SOUTHERNMOST WINDOW, AND
 OL0315'0.91 METERS (3.0 FT) NORTH OF THE NORTH FACE OF THE WEST PORCH
 OL0315'ENTRANCE OFFSET.  THE MARK IS 1.52 M ABOVE HANCOCK STREET.
 OL0315
 OL0315                          STATION RECOVERY (1994)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (1995)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2001)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2002)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2002 (DKS)
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2003)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2025)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2025 (DLT)
 OL0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP9319 ***********************************************************************
 DP9319  DESIGNATION -  908 7028 A
 DP9319  PID         -  DP9319
 DP9319  STATE/COUNTY-  MI/MUSKEGON
 DP9319  COUNTRY     -  US
 DP9319  USGS QUAD   -  MUSKEGON WEST (2017)
 DP9319
 DP9319                         *CURRENT SURVEY CONTROL
 DP9319  ______________________________________________________________________
 DP9319* NAD 83(1986) POSITION- 43 13 37.55   (N) 086 20 20.22   (W)   HD_HELD1
 DP9319* NAVD 88 ORTHO HEIGHT -   178.746 (meters)      586.44  (feet) ADJUSTED
 DP9319  ______________________________________________________________________
 DP9319  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 DP9319  DYNAMIC HEIGHT  -        178.709 (meters)      586.31  (feet) COMP
 DP9319  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 DP9319
 DP9319  VERT ORDER      -  FIRST     CLASS II
 DP9319
 DP9319.The horizontal coordinates were determined by differentially corrected
 DP9319.hand held GPS observations or other comparable positioning techniques
 DP9319.and have an estimated accuracy of +/- 3 meters.
 DP9319
 DP9319.The orthometric height was determined by differential leveling and
 DP9319.adjusted by the NATIONAL GEODETIC SURVEY
 DP9319.in January 2016.
 DP9319
 DP9319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9319.GEOID18 height accuracy estimate available here.
 DP9319
 DP9319.Click photographs - Photos may exist for this station.
 DP9319
 DP9319.The dynamic height is computed by dividing the NAVD 88
 DP9319.geopotential number by the normal gravity value computed on the
 DP9319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9319.degrees latitude (g = 980.6199 gals.).
 DP9319
 DP9319.The modeled gravity was interpolated from observed gravity values.
 DP9319
 DP9319;                    North         East    Units  Estimated Accuracy
 DP9319;SPC MI S     -   193,720.3   3,839,798.4     MT  (+/- 3 meters HH1 GPS) 
 DP9319
 DP9319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN5368286246(NAD 83)
 DP9319
 DP9319                          SUPERSEDED SURVEY CONTROL
 DP9319
 DP9319.No superseded survey control is available for this station.
 DP9319
 DP9319_MARKER: DD = SURVEY DISK
 DP9319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9319_SP_SET: SLAB
 DP9319_STAMPING: 7028 A 2014
 DP9319_MARK LOGO: NOS
 DP9319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9319+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2014
 DP9319
 DP9319  HISTORY     - Date     Condition        Report By
 DP9319  HISTORY     - 20140516 MONUMENTED       NOS
 DP9319
 DP9319                          STATION DESCRIPTION
 DP9319
 DP9319'DESCRIBED BY NATIONAL OCEAN SERVICE 2014 (MRF)
 DP9319'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 DP9319'MICHILLINDA, 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF DALTON AND 4.6 MI
 DP9319'(7.4 KM) WEST OF MUSKEGON.
 DP9319'
 DP9319'TO REACH THE WATER LEVEL STATION FROM THE POST OFFICE ON FIRST STREET
 DP9319'IN MUSKEGON, MI, HEAD SOUTHEAST ON FIRST STREET FOR 500 FT (152.4 M)
 DP9319'TURN RIGHT ONTO CLAY AVENUE AND CONTINUE FOR 500 FT (152.4 M) UNTIL
 DP9319'SECOND STREET.  TURN LEFT ONTO SECOND STREET AND CONTINUE FOR 400 FT
 DP9319'(121.9 M) THEN TURN RIGHT ONTO SEAWAY DRIVE.  FOLLOW SEAWAY DRIVE FOR
 DP9319'1.2 MI (1.9 KM) AND TURN RIGHT ONTO WEST LAKETON AVENUE.  DRIVE ON
 DP9319'LAKETON FOR 1.1 MI (1.8 KM) AND TURN LEFT ONTO LAKESHORE DRIVE.
 DP9319'FOLLOW LAKESHORE DRIVE FOR 2.7 MI (4.3 KM) AT WHICH POINT IT BECOMES
 DP9319'BEACH STREET.  BEAR LEFT ON BEACH STREET WHEN IT BECOMES A ONE-WAY
 DP9319'TRAFFIC CIRCLE AND FOLLOW IT TO THE ENTRANCE TO THE NOAA GLERL
 DP9319'FACILITY.  THE STATION WAS INSTALLED ON THE WEST SIDE OF THE SMALL
 DP9319'BOAT BASIN AND THE MARKS WERE SPREAD WITHIN AND WITHOUT THE FACILITY.
 DP9319'THE MARK IS SET IN THE MACHINE SHOP AND GARAGE OF THE GLERL NARINE
 DP9319'SUPPORT FACILITY.
 DP9319'
 DP9319'IT IS 3.75 M (12.3 FT) WEST OF THE EAST CORNER OF THE BUILDING, 16.85
 DP9319'M (55.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL BOAT BASIN
 DP9319'AND 17.04 M (55.9 FT) SOUTH OF THE SOUTH EDGE OF A RETAINING WALL MADE
 DP9319'OF THREE LAYERS OF RAILROAD TIES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP9318 ***********************************************************************
 DP9318  DESIGNATION -  908 7028 B
 DP9318  PID         -  DP9318
 DP9318  STATE/COUNTY-  MI/MUSKEGON
 DP9318  COUNTRY     -  US
 DP9318  USGS QUAD   -  MUSKEGON WEST (2017)
 DP9318
 DP9318                         *CURRENT SURVEY CONTROL
 DP9318  ______________________________________________________________________
 DP9318* NAD 83(2011) POSITION- 43 13 37.95422(N) 086 20 24.22984(W)   ADJUSTED
 DP9318* NAD 83(2011) ELLIP HT-   144.683 (meters)        (12/02/25)   ADJUSTED
 DP9318* NAD 83(2011) EPOCH   -  2010.00
 DP9318* NAVD 88 ORTHO HEIGHT -   178.655 (meters)      586.14  (feet) ADJUSTED
 DP9318  ______________________________________________________________________
 DP9318  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 DP9318  NAD 83(2011) X  -    297,137.315 (meters)                     COMP
 DP9318  NAD 83(2011) Y  - -4,645,313.800 (meters)                     COMP
 DP9318  NAD 83(2011) Z  -  4,346,027.374 (meters)                     COMP
 DP9318  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 DP9318  DYNAMIC HEIGHT  -        178.618 (meters)      586.02  (feet) COMP
 DP9318  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 DP9318
 DP9318  VERT ORDER      -  FIRST     CLASS II
 DP9318
 DP9318  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9318  Standards:
 DP9318         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9318            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9318  -------------------------------------------------------------------
 DP9318  NETWORK    0.55   1.00           0.25   0.19   0.51     -0.02803477
 DP9318  -------------------------------------------------------------------
 DP9318  Click here for local accuracies and other accuracy information.
 DP9318
 DP9318.The horizontal coordinates were established by GPS observations
 DP9318.and adjusted by the National Geodetic Survey in December 2025.
 DP9318
 DP9318.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9318.been affixed to the stable North American tectonic plate. See 
 DP9318.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9318
 DP9318.The horizontal coordinates are valid at the epoch date displayed above
 DP9318.which is a decimal equivalence of Year/Month/Day.
 DP9318
 DP9318.The orthometric height was determined by differential leveling and
 DP9318.adjusted by the NATIONAL GEODETIC SURVEY
 DP9318.in January 2016.
 DP9318
 DP9318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9318.GEOID18 height accuracy estimate available here.
 DP9318
 DP9318.Click photographs - Photos may exist for this station.
 DP9318
 DP9318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9318
 DP9318.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9318
 DP9318.The ellipsoidal height was determined by GPS observations
 DP9318.and is referenced to NAD 83.
 DP9318
 DP9318.The dynamic height is computed by dividing the NAVD 88
 DP9318.geopotential number by the normal gravity value computed on the
 DP9318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9318.degrees latitude (g = 980.6199 gals.).
 DP9318
 DP9318.The modeled gravity was interpolated from observed gravity values.
 DP9318
 DP9318. The following values were computed from the NAD 83(2011) position.
 DP9318
 DP9318;                    North         East     Units Scale Factor Converg.
 DP9318;SPC MI S     -   193,734.877 3,839,708.216   MT  0.99992468   -1 20 34.6
 DP9318;SPC MI S     -   635,613.11 12,597,467.90   iFT  0.99992468   -1 20 34.6
 DP9318;UTM  16      - 4,786,257.916   553,591.760   MT  0.99963533   +0 27 07.2
 DP9318
 DP9318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9318!SPC MI S     -   0.99997731  x   0.99992468  =   0.99990199
 DP9318!UTM  16      -   0.99997731  x   0.99963533  =   0.99961265
 DP9318
 DP9318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN5359186257(NAD 83)
 DP9318
 DP9318                          SUPERSEDED SURVEY CONTROL
 DP9318
 DP9318.No superseded survey control is available for this station.
 DP9318
 DP9318_MARKER: DJ = TIDAL STATION DISK
 DP9318_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP9318_SP_SET: JETTY
 DP9318_STAMPING: 7028 B 2014
 DP9318_MARK LOGO: NOS
 DP9318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9318+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DP9318
 DP9318  HISTORY     - Date     Condition        Report By
 DP9318  HISTORY     - 20140516 MONUMENTED       NOS
 DP9318  HISTORY     - 20180515 GOOD             MIDT
 DP9318  HISTORY     - 20220801 GOOD             NGS
 DP9318
 DP9318                          STATION DESCRIPTION
 DP9318
 DP9318'DESCRIBED BY NATIONAL OCEAN SERVICE 2014 (MRF)
 DP9318'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 DP9318'MICHILLINDA, 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF DALTON AND 4.7 MI
 DP9318'(7.6 KM) WEST OF MUSKEGON.
 DP9318'
 DP9318'TO REACH THE WATER LEVEL STATION FROM THE POST OFFICE ON FIRST STREET
 DP9318'IN MUSKEGON, MI, HEAD SOUTHEAST ON FIRST STREET FOR 500 FT (152.4 M)
 DP9318'TURN RIGHT ONTO CLAY AVENUE AND CONTINUE FOR 500 FT (152.4 M) UNTIL
 DP9318'SECOND STREET.  TURN LEFT ONTO SECOND STREET AND CONTINUE FOR 400 FT
 DP9318'(121.9 M) THEN TURN RIGHT ONTO SEAWAY DRIVE.  FOLLOW SEAWAY DRIVE FOR
 DP9318'1.2 MI (1.9 KM) AND TURN RIGHT ONTO WEST LAKETON AVENUE.  DRIVE ON
 DP9318'LAKETON FOR 1.1 MI (1.8 KM) AND TURN LEFT ONTO LAKESHORE DRIVE.
 DP9318'FOLLOW LAKESHORE DRIVE FOR 2.7 MI (4.3 KM) AT WHICH POINT IT BECOMES
 DP9318'BEACH STREET.  BEAR LEFT ON BEACH STREET WHEN IT BECOMES A ONE-WAY
 DP9318'TRAFFIC CIRCLE AND FOLLOW IT TO THE ENTRANCE TO THE NOAA GLERL
 DP9318'FACILITY.  THE STATION WAS INSTALLED ON THE WEST SIDE OF THE SMALL
 DP9318'BOAT BASIN AND THE MARKS WERE SPREAD WITHIN AND WITHOUT THE FACILITY.
 DP9318'
 DP9318'IT IS 4.90 M (16.1 FT) NORTH OF THE SOUTH END OF THE JETTY, 6.45 M
 DP9318'(21.2 FT) SOUTH OF THE NORTH END OF THE JETTY, 11.55 M (37.9 FT) WEST
 DP9318'OF THE SECOND OF THREE BENCHES ON THE JETTY AND 58.55 M (192.1 FT)
 DP9318'WEST OF THE BEGINNING OF THE ELEVATED PORTION OF THE JETTY.  MARK IS
 DP9318'SET APPROXIMATE 3 M (9.8 FT) NORTH OF A SMALL DRAINAGE AND UTILITY
 DP9318'CHANNEL IN THE CENTERLINE OF THE JETTY.
 DP9318
 DP9318                          STATION RECOVERY (2018)
 DP9318
 DP9318'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 DP9318'RECOVERED IN GOOD CONDITION.
 DP9318
 DP9318                          STATION RECOVERY (2022)
 DP9318
 DP9318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DP9318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0362 ***********************************************************************
 OL0362  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0362  DESIGNATION -  908 7028 BUCK
 OL0362  PID         -  OL0362
 OL0362  STATE/COUNTY-  MI/MUSKEGON
 OL0362  COUNTRY     -  US
 OL0362  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0362
 OL0362                         *CURRENT SURVEY CONTROL
 OL0362  ______________________________________________________________________
 OL0362* NAD 83(1986) POSITION- 43 13 34.     (N) 086 20 04.     (W)   SCALED
 OL0362* NAVD 88 ORTHO HEIGHT -   179.338 (meters)      588.38  (feet) ADJUSTED
 OL0362  ______________________________________________________________________
 OL0362  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 OL0362  DYNAMIC HEIGHT  -        179.301 (meters)      588.26  (feet) COMP
 OL0362  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 OL0362
 OL0362  VERT ORDER      -  FIRST     CLASS II
 OL0362
 OL0362.The horizontal coordinates were scaled from a map and have
 OL0362.an estimated accuracy of +/- 6 seconds.
 OL0362
 OL0362.The orthometric height was determined by differential leveling and
 OL0362.adjusted by the NATIONAL GEODETIC SURVEY
 OL0362.in June 1991.
 OL0362
 OL0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0362.GEOID18 height accuracy estimate available here.
 OL0362
 OL0362.This Water Level Mark is designated as VM 21150
 OL0362.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0362
 OL0362.Click photographs - Photos may exist for this station.
 OL0362
 OL0362.The dynamic height is computed by dividing the NAVD 88
 OL0362.geopotential number by the normal gravity value computed on the
 OL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0362.degrees latitude (g = 980.6199 gals.).
 OL0362
 OL0362.The modeled gravity was interpolated from observed gravity values.
 OL0362
 OL0362;                    North         East    Units  Estimated Accuracy
 OL0362;SPC MI S     -   193,600.    3,840,160.      MT  (+/- 180 meters Scaled)
 OL0362
 OL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN540861(NAD 83)
 OL0362
 OL0362                          SUPERSEDED SURVEY CONTROL
 OL0362
 OL0362.No superseded survey control is available for this station.
 OL0362
 OL0362_MARKER: I = METAL ROD
 OL0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0362_MARK LOGO: USLS
 OL0362_PROJECTION: RECESSED 46 CENTIMETERS
 OL0362_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0362+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2014
 OL0362_ROD/PIPE-DEPTH: 3.0 meters
 OL0362
 OL0362  HISTORY     - Date     Condition        Report By
 OL0362  HISTORY     - 1956     MONUMENTED       USLS
 OL0362  HISTORY     - 1984     GOOD             NGS
 OL0362  HISTORY     - 19920512 GOOD             USPSQD
 OL0362  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 OL0362  HISTORY     - 20130102 MARK NOT FOUND   MIDT
 OL0362  HISTORY     - 20140517 GOOD             COOPS
 OL0362
 OL0362                          STATION DESCRIPTION
 OL0362
 OL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0362'IN MUSKEGON.
 OL0362'IN MUSKEGON, LOCATED SOUTH OF THE MUSKEGON LAKE ENTRANCE CHANNEL, NEAR
 OL0362'THE NORTH END OF PERE MARQUETTE PARK ON THE NORTH SIDE OF THE STREET,
 OL0362'AT 3692 SIMPSON AVENUE, SET IN THE TOP OF A 1 INCH DIAMETER STEEL ROD,
 OL0362'3.04 METERS (10.0 FT) LONG AND ABOUT 0.46 METERS (1.5 FT) UNDERGROUND,
 OL0362'79.24 METERS (260.0 FT) EAST OF THE CENTER OF BEACH STREET,
 OL0362'5.82 METERS (19.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 OL0362'AT 3692 SIMPSON AVENUE, 0.27 METERS (0.9 FT) SOUTH OF A POWERLINE
 OL0362'POLE, AND 0.18 METERS (0.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 OL0362'THE MARK IS 0.3 M BELOW SIMPSON AVENUE.
 OL0362
 OL0362                          STATION RECOVERY (1992)
 OL0362
 OL0362'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0362'RECOVERED IN GOOD CONDITION.
 OL0362
 OL0362                          STATION RECOVERY (1994)
 OL0362
 OL0362'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0362'MARK NOT FOUND.
 OL0362
 OL0362                          STATION RECOVERY (2013)
 OL0362
 OL0362'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0362'MARK NOT FOUND IN 1994
 OL0362
 OL0362                          STATION RECOVERY (2014)
 OL0362
 OL0362'RECOVERY NOTE BY NOAA COOPS 2014 (MRF)
 OL0362'RECOVERED IN GOOD CONDITION.
 OL0362'
 OL0362'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM)
 OL0362'SOUTH-SOUTHEAST OF MICHILLINDA, 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF
 OL0362'DALTON AND 4.4 MI (7.1 KM) WEST OF MUSKEGON.
 OL0362'
 OL0362'TO REACH THE WATER LEVEL STATION FROM THE POST OFFICE ON FIRST STREET
 OL0362'IN MUSKEGON HEAD SOUTHEAST ON FIRST STREET FOR 500 FT (152.4 M) TURN
 OL0362'RIGHT ONTO CLAY AVENUE AND CONTINUE FOR 500 FT (152.4 M) UNTIL SECOND
 OL0362'STREET.  TURN LEFT ONTO SECOND STREET AND CONTINUE FOR 400 FT (121.9
 OL0362'M) THEN TURN RIGHT ONTO SEAWAY DRIVE.  FOLLOW SEAWAY DRIVE FOR 1.2 MI
 OL0362'(1.9 KM) AND TURN RIGHT ONTO WEST LAKETON AVENUE.  DRIVE ON LAKETON
 OL0362'FOR 1.1 MI (1.8 KM) AND TURN LEFT ONTO LAKESHORE DRIVE.  FOLLOW
 OL0362'LAKESHORE DRIVE FOR 2.7 MI (4.3 KM) AT WHICH POINT IT BECOMES BEACH
 OL0362'STREET.  BEAR LEFT ON BEACH STREET WHEN IT BECOMES A ONE-WAY TRAFFIC
 OL0362'CIRCLE AND FOLLOW IT TO THE ENTRANCE TO THE NOAA GLERL FACILITY.  THE
 OL0362'STATION WAS INSTALLED ON THE WEST SIDE OF THE SMALL BOAT BASIN AND THE
 OL0362'MARKS WERE SPREAD WITHIN AND WITHOUT THE FACILITY.
 OL0362'
 OL0362'THE MARK IS 0.7 M (2.3 FT) BELOW SIMPSON AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0366 ***********************************************************************
 OL0366  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0366  DESIGNATION -  908 7028 COAST GUARD A
 OL0366  PID         -  OL0366
 OL0366  STATE/COUNTY-  MI/MUSKEGON
 OL0366  COUNTRY     -  US
 OL0366  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0366
 OL0366                         *CURRENT SURVEY CONTROL
 OL0366  ______________________________________________________________________
 OL0366* NAD 83(1986) POSITION- 43 13 37.     (N) 086 20 20.     (W)   SCALED
 OL0366* NAVD 88 ORTHO HEIGHT -   179.078 (meters)      587.53  (feet) ADJUSTED
 OL0366  ______________________________________________________________________
 OL0366  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 OL0366  DYNAMIC HEIGHT  -        179.041 (meters)      587.40  (feet) COMP
 OL0366  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 OL0366
 OL0366  VERT ORDER      -  FIRST     CLASS II
 OL0366
 OL0366.The horizontal coordinates were scaled from a map and have
 OL0366.an estimated accuracy of +/- 6 seconds.
 OL0366
 OL0366.The orthometric height was determined by differential leveling and
 OL0366.adjusted by the NATIONAL GEODETIC SURVEY
 OL0366.in January 2016.
 OL0366
 OL0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0366.GEOID18 height accuracy estimate available here.
 OL0366
 OL0366.This Water Level Mark is designated as VM 21146
 OL0366.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0366
 OL0366.Click photographs - Photos may exist for this station.
 OL0366
 OL0366.The dynamic height is computed by dividing the NAVD 88
 OL0366.geopotential number by the normal gravity value computed on the
 OL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0366.degrees latitude (g = 980.6199 gals.).
 OL0366
 OL0366.The modeled gravity was interpolated from observed gravity values.
 OL0366
 OL0366;                    North         East    Units  Estimated Accuracy
 OL0366;SPC MI S     -   193,700.    3,839,800.      MT  (+/- 180 meters Scaled)
 OL0366
 OL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN536862(NAD 83)
 OL0366
 OL0366                          SUPERSEDED SURVEY CONTROL
 OL0366
 OL0366  NAVD 88 (06/15/91)  179.088  (m)          587.56   (f) SUPERSEDED  1 2
 OL0366
 OL0366.Superseded values are not recommended for survey control.
 OL0366
 OL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0366.See file dsdata.pdf to determine how the superseded data were derived.
 OL0366
 OL0366_MARKER: DD = SURVEY DISK
 OL0366_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0366_SP_SET: FOUNDATION WALL
 OL0366_STAMPING: COAST GUARD A 1959 U.S. LAKE SURVEY CBF
 OL0366_MARK LOGO: USLS
 OL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0366
 OL0366  HISTORY     - Date     Condition        Report By
 OL0366  HISTORY     - 1959     MONUMENTED       USLS
 OL0366  HISTORY     - 1984     GOOD             NGS
 OL0366  HISTORY     - 19920512 GOOD             USPSQD
 OL0366  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0366  HISTORY     - 20130102 MARK NOT FOUND   MIDT
 OL0366  HISTORY     - 20140516 GOOD             COOPS
 OL0366
 OL0366                          STATION DESCRIPTION
 OL0366
 OL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0366'IN MUSKEGON.
 OL0366'IN MUSKEGON, LOCATED ON THE PROPERTY OF THE MUSKEGON COAST GUARD, AT
 OL0366'THE STATION HOUSE, SET VERTICALLY IN THE EAST FACE OF THE STATION
 OL0366'HOUSE FOUNDATION WALL, ABOUT 1.06 METERS (3.5 FT) ABOVE THE GROUND,
 OL0366'5.24 METERS (17.2 FT) WEST OF THE WEST RETAINING WALL OF THE COAST
 OL0366'GUARD HARBOR, AND 0.73 METERS (2.4 FT) SOUTH OF THE NORTH CORNER OF
 OL0366'THE COAST GUARD STATION HOUSE.
 OL0366'THE MARK IS 0.6 M ABOVE WEST RETAINING WAL.
 OL0366
 OL0366                          STATION RECOVERY (1992)
 OL0366
 OL0366'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0366'RECOVERED IN GOOD CONDITION.
 OL0366
 OL0366                          STATION RECOVERY (1994)
 OL0366
 OL0366'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0366'MARK NOT FOUND.
 OL0366
 OL0366                          STATION RECOVERY (2013)
 OL0366
 OL0366'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0366'MARK NOT FOUND IN 1994
 OL0366
 OL0366                          STATION RECOVERY (2014)
 OL0366
 OL0366'RECOVERY NOTE BY NOAA COOPS 2014 (MRF)
 OL0366'RECOVERED IN GOOD CONDITION.
 OL0366'
 OL0366'NOTE- MARK WAS COVERED WITH STUCCO AND FOAM INSULATION, BUT WAS
 OL0366'UNCOVERED IN 2014 TO ALLOW FOR LEVELING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0365 ***********************************************************************
 OL0365  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0365  DESIGNATION -  908 7028 FLAGPOLE
 OL0365  PID         -  OL0365
 OL0365  STATE/COUNTY-  MI/MUSKEGON
 OL0365  COUNTRY     -  US
 OL0365  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0365
 OL0365                         *CURRENT SURVEY CONTROL
 OL0365  ______________________________________________________________________
 OL0365* NAD 83(1986) POSITION- 43 13 38.     (N) 086 20 20.     (W)   SCALED
 OL0365* NAVD 88 ORTHO HEIGHT -   178.321 (meters)      585.04  (feet) ADJUSTED
 OL0365  ______________________________________________________________________
 OL0365  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 OL0365  DYNAMIC HEIGHT  -        178.284 (meters)      584.92  (feet) COMP
 OL0365  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 OL0365
 OL0365  VERT ORDER      -  FIRST     CLASS II
 OL0365
 OL0365.The horizontal coordinates were scaled from a map and have
 OL0365.an estimated accuracy of +/- 6 seconds.
 OL0365
 OL0365.The orthometric height was determined by differential leveling and
 OL0365.adjusted by the NATIONAL GEODETIC SURVEY
 OL0365.in January 2016.
 OL0365
 OL0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0365.GEOID18 height accuracy estimate available here.
 OL0365
 OL0365.This Water Level Mark is designated as VM 21148
 OL0365.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0365
 OL0365.Click photographs - Photos may exist for this station.
 OL0365
 OL0365.The dynamic height is computed by dividing the NAVD 88
 OL0365.geopotential number by the normal gravity value computed on the
 OL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0365.degrees latitude (g = 980.6199 gals.).
 OL0365
 OL0365.The modeled gravity was interpolated from observed gravity values.
 OL0365
 OL0365;                    North         East    Units  Estimated Accuracy
 OL0365;SPC MI S     -   193,730.    3,839,800.      MT  (+/- 180 meters Scaled)
 OL0365
 OL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN536862(NAD 83)
 OL0365
 OL0365                          SUPERSEDED SURVEY CONTROL
 OL0365
 OL0365  NAVD 88 (06/15/91)  178.353  (m)          585.15   (f) SUPERSEDED  1 2
 OL0365
 OL0365.Superseded values are not recommended for survey control.
 OL0365
 OL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0365.See file dsdata.pdf to determine how the superseded data were derived.
 OL0365
 OL0365_MARKER: DD = SURVEY DISK
 OL0365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OL0365_SP_SET: SIDEWALK
 OL0365_STAMPING: FLAGPOLE 1940 LDK
 OL0365_MARK LOGO: USLS
 OL0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0365+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2014
 OL0365
 OL0365  HISTORY     - Date     Condition        Report By
 OL0365  HISTORY     - 1940     MONUMENTED       USLS
 OL0365  HISTORY     - 1984     GOOD             NGS
 OL0365  HISTORY     - 19920512 GOOD             USPSQD
 OL0365  HISTORY     - 19940721 MARK NOT FOUND   USPSQD
 OL0365  HISTORY     - 20130102 MARK NOT FOUND   MIDT
 OL0365  HISTORY     - 20140513 GOOD             COOPS
 OL0365
 OL0365                          STATION DESCRIPTION
 OL0365
 OL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0365'IN MUSKEGON.
 OL0365'IN MUSKEGON, LOCATED ON THE PROPERTY OF THE MUSKEGON COAST GUARD, AT
 OL0365'THE NORTH END OF PERE MARQUETTE PARK, SET IN TOP OF AN 18 INCH WIDE
 OL0365'CONCRETE SIDEWALK AROUND THE BASE OF THE FLAG POLE TOWER AND IS LEVEL
 OL0365'WITH THE GROUND, 8.90 METERS (29.2 FT) WEST OF THE WEST FACE OF THE
 OL0365'COAST GUARD STATION HOUSE, AND 0.90 METERS (0.3 FT) SOUTHEAST OF THE
 OL0365'SOUTHEAST LEG OF THE FLAG POLE TOWER.
 OL0365
 OL0365                          STATION RECOVERY (1992)
 OL0365
 OL0365'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0365'RECOVERED IN GOOD CONDITION.
 OL0365
 OL0365                          STATION RECOVERY (1994)
 OL0365
 OL0365'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0365'MARK NOT FOUND.
 OL0365
 OL0365                          STATION RECOVERY (2013)
 OL0365
 OL0365'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0365'MARK NOT FOUND IN 1994. SIDEWALK AROUND FLAGPOLE IS BUSTED UP
 OL0365'WHERE BENCH MARK SHOULD BE.
 OL0365
 OL0365                          STATION RECOVERY (2014)
 OL0365
 OL0365'RECOVERY NOTE BY NOAA COOPS 2014 (MRF)
 OL0365'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 OL0365'MICHILLINDA, 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF DALTON AND 4.6 MI
 OL0365'(7.4 KM) WEST OF MUSKEGON.
 OL0365'
 OL0365'TO REACH THE WATER LEVEL STATION FROM THE POST OFFICE ON FIRST STREET
 OL0365'IN MUSKEGON, MI, HEAD SOUTHEAST ON FIRST STREET FOR 500 FT (152.4 M)
 OL0365'TURN RIGHT ONTO CLAY AVENUE AND CONTINUE FOR 500 FT (152.4 M) UNTIL
 OL0365'SECOND STREET.  TURN LEFT ONTO SECOND STREET AND CONTINUE FOR 400 FT
 OL0365'(121.9 M) THEN TURN RIGHT ONTO SEAWAY DRIVE.  FOLLOW SEAWAY DRIVE FOR
 OL0365'1.2 MI (1.9 KM) AND TURN RIGHT ONTO WEST LAKETON AVENUE.  DRIVE ON
 OL0365'LAKETON FOR 1.1 MI (1.8 KM) AND TURN LEFT ONTO LAKESHORE DRIVE.
 OL0365'FOLLOW LAKESHORE DRIVE FOR 2.7 MI (4.3 KM) AT WHICH POINT IT BECOMES
 OL0365'BEACH STREET.  BEAR LEFT ON BEACH STREET WHEN IT BECOMES A ONE-WAY
 OL0365'TRAFFIC CIRCLE AND FOLLOW IT TO THE ENTRANCE TO THE NOAA GLERL
 OL0365'FACILITY.  THE STATION WAS INSTALLED ON THE WEST SIDE OF THE SMALL
 OL0365'BOAT BASIN AND THE MARKS WERE SPREAD WITHIN AND WITHOUT THE FACILITY
 OL0365'AT THE NORTH END OF PERE MARQUETTE PARK SET IN THE TOP OF AN 18 INCH
 OL0365'WIDE CONCRETE SIDEWALK AROUND THE BASE OF THE FLAG POLE TOWER LEVEL
 OL0365'WITH THE GROUND.
 OL0365'
 OL0365'IT IS 8.90 M (29.2 FT) WEST OF THE WEST FACE OF THE COAST GUARD
 OL0365'STATION HOUSE AND 0.90 M (3.0 FT) SOUTHEAST OF THE SOUTHEAST LEG OF
 OL0365'THE FLAG POLE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0357 ***********************************************************************
 OL0357  DESIGNATION -  908 7028 MU 1 USLS
 OL0357  PID         -  OL0357
 OL0357  STATE/COUNTY-  MI/MUSKEGON
 OL0357  COUNTRY     -  US
 OL0357  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0357
 OL0357                         *CURRENT SURVEY CONTROL
 OL0357  ______________________________________________________________________
 OL0357* NAD 83(1986) POSITION- 43 14 01.     (N) 086 15 25.     (W)   SCALED
 OL0357* NAVD 88 ORTHO HEIGHT -   179.983 (meters)      590.49  (feet) ADJUSTED
 OL0357  ______________________________________________________________________
 OL0357  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 OL0357  DYNAMIC HEIGHT  -        179.945 (meters)      590.37  (feet) COMP
 OL0357  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 OL0357
 OL0357  VERT ORDER      -  FIRST     CLASS II
 OL0357
 OL0357.The horizontal coordinates were scaled from a map and have
 OL0357.an estimated accuracy of +/- 6 seconds.
 OL0357
 OL0357.The orthometric height was determined by differential leveling and
 OL0357.adjusted by the NATIONAL GEODETIC SURVEY
 OL0357.in June 1991.
 OL0357
 OL0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0357.GEOID18 height accuracy estimate available here.
 OL0357
 OL0357.Click photographs - Photos may exist for this station.
 OL0357
 OL0357.The dynamic height is computed by dividing the NAVD 88
 OL0357.geopotential number by the normal gravity value computed on the
 OL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0357.degrees latitude (g = 980.6199 gals.).
 OL0357
 OL0357.The modeled gravity was interpolated from observed gravity values.
 OL0357
 OL0357;                    North         East    Units  Estimated Accuracy
 OL0357;SPC MI S     -   194,290.    3,846,480.      MT  (+/- 180 meters Scaled)
 OL0357
 OL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN603870(NAD 83)
 OL0357
 OL0357                          SUPERSEDED SURVEY CONTROL
 OL0357
 OL0357.No superseded survey control is available for this station.
 OL0357
 OL0357_MARKER: DD = SURVEY DISK
 OL0357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0357_SP_SET: FOUNDATION WALL
 OL0357_STAMPING: MU 1 1942 MCK
 OL0357_MARK LOGO: USLS
 OL0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0357+STABILITY: POSITION/ELEVATION WELL
 OL0357
 OL0357  HISTORY     - Date     Condition        Report By
 OL0357  HISTORY     - 1942     MONUMENTED       USLS
 OL0357  HISTORY     - 1984     GOOD             NGS
 OL0357  HISTORY     - 19920812 GOOD             USPSQD
 OL0357  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0357
 OL0357                          STATION DESCRIPTION
 OL0357
 OL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0357'IN MUSKEGON.
 OL0357'LOCATED ON THE NORTHEAST SIDE OF MART STREET, ABOUT 80.7 METERS
 OL0357'(265.0 FT) NORTHWEST OF THE INTERSECTION OF WESTERN AVENUE IN
 OL0357'MUSKEGON, SET VERTICALLY IN THE SOUTHWEST FACE OF THE FIVE STORY BRICK
 OL0357'BUILDING (KNOWN AS THE AMAZON BUILDING), ABOUT 1.0 METER (3.3 FT)
 OL0357'ABOVE THE GROUND, 9.90 METERS (32.5 FT) NORTHEAST OF THE CENTER OF
 OL0357'MART STREET, AND 4.26 METERS (14.0 FT) SOUTHEAST OF THE WEST CORNER OF
 OL0357'THE BUILDING.
 OL0357'THE MARK IS 1.12 M ABOVE MART STREET.
 OL0357
 OL0357                          STATION RECOVERY (1992)
 OL0357
 OL0357'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0357'RECOVERED IN GOOD CONDITION.
 OL0357
 OL0357                          STATION RECOVERY (1994)
 OL0357
 OL0357'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0356 ***********************************************************************
 OL0356  DESIGNATION -  908 7028 MU 2 USLS
 OL0356  PID         -  OL0356
 OL0356  STATE/COUNTY-  MI/MUSKEGON
 OL0356  COUNTRY     -  US
 OL0356  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0356
 OL0356                         *CURRENT SURVEY CONTROL
 OL0356  ______________________________________________________________________
 OL0356* NAD 83(1986) POSITION- 43 14 04.     (N) 086 15 23.     (W)   SCALED
 OL0356* NAVD 88 ORTHO HEIGHT -   180.470 (meters)      592.09  (feet) ADJUSTED
 OL0356  ______________________________________________________________________
 OL0356  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 OL0356  DYNAMIC HEIGHT  -        180.432 (meters)      591.97  (feet) COMP
 OL0356  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 OL0356
 OL0356  VERT ORDER      -  FIRST     CLASS II
 OL0356
 OL0356.The horizontal coordinates were scaled from a map and have
 OL0356.an estimated accuracy of +/- 6 seconds.
 OL0356
 OL0356.The orthometric height was determined by differential leveling and
 OL0356.adjusted by the NATIONAL GEODETIC SURVEY
 OL0356.in June 1991.
 OL0356
 OL0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0356.GEOID18 height accuracy estimate available here.
 OL0356
 OL0356.Click photographs - Photos may exist for this station.
 OL0356
 OL0356.The dynamic height is computed by dividing the NAVD 88
 OL0356.geopotential number by the normal gravity value computed on the
 OL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0356.degrees latitude (g = 980.6199 gals.).
 OL0356
 OL0356.The modeled gravity was interpolated from observed gravity values.
 OL0356
 OL0356;                    North         East    Units  Estimated Accuracy
 OL0356;SPC MI S     -   194,380.    3,846,520.      MT  (+/- 180 meters Scaled)
 OL0356
 OL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN603871(NAD 83)
 OL0356
 OL0356                          SUPERSEDED SURVEY CONTROL
 OL0356
 OL0356.No superseded survey control is available for this station.
 OL0356
 OL0356_MARKER: DD = SURVEY DISK
 OL0356_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0356_SP_SET: FOUNDATION WALL
 OL0356_STAMPING: MU 2 1942
 OL0356_MARK LOGO: USLS
 OL0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0356+STABILITY: POSITION/ELEVATION WELL
 OL0356
 OL0356  HISTORY     - Date     Condition        Report By
 OL0356  HISTORY     - 1942     MONUMENTED       USLS
 OL0356  HISTORY     - 1984     GOOD             NGS
 OL0356  HISTORY     - 19920812 GOOD             USPSQD
 OL0356  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0356
 OL0356                          STATION DESCRIPTION
 OL0356
 OL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0356'IN MUSKEGON.
 OL0356'LOCATED ON THE NORTHWEST SIDE OF A ONE STORY BRICK BUILDING, ABOUT
 OL0356'102.10 METERS (335.0 FT) NORTHWEST OF WESTERN AVENUE BETWEEN FOURTH
 OL0356'AND FIFTH STREETS, SET VERTICALLY IN THE NORTHWEST FACE 7.8 METERS
 OL0356'(2.5 FT) NORTHEAST OF THE WEST CORNER OF THE RED BRICK BUILDING
 OL0356'(CONVENTION HALL), ABOUT 1.46 METERS (4.8 FT) ABOVE GROUND LEVEL,
 OL0356'32.06 METERS (105.2 FT) SOUTHWEST OF THE WEST CORNER OF THE L.C.
 OL0356'WALKER SPORTS ARENA, AND 12.13 METERS (39.8 FT) SOUTHEAST OF THE
 OL0356'SOUTHEAST RAIL OF THE SOUTH ONE OF TWO TRACKS.
 OL0356'THE MARK IS 1.46 M ABOVE GROUND.
 OL0356
 OL0356                          STATION RECOVERY (1992)
 OL0356
 OL0356'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0356'RECOVERED IN GOOD CONDITION.
 OL0356
 OL0356                          STATION RECOVERY (1994)
 OL0356
 OL0356'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0364 ***********************************************************************
 OL0364  DESIGNATION -  908 7028 TRAILERS USLS
 OL0364  PID         -  OL0364
 OL0364  STATE/COUNTY-  MI/MUSKEGON
 OL0364  COUNTRY     -  US
 OL0364  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0364
 OL0364                         *CURRENT SURVEY CONTROL
 OL0364  ______________________________________________________________________
 OL0364* NAD 83(1986) POSITION- 43 13 37.     (N) 086 20 10.     (W)   SCALED
 OL0364* NAVD 88 ORTHO HEIGHT -   179.654 (meters)      589.41  (feet) ADJUSTED
 OL0364  ______________________________________________________________________
 OL0364  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 OL0364  DYNAMIC HEIGHT  -        179.617 (meters)      589.29  (feet) COMP
 OL0364  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 OL0364
 OL0364  VERT ORDER      -  FIRST     CLASS II
 OL0364
 OL0364.The horizontal coordinates were scaled from a map and have
 OL0364.an estimated accuracy of +/- 6 seconds.
 OL0364
 OL0364.The orthometric height was determined by differential leveling and
 OL0364.adjusted by the NATIONAL GEODETIC SURVEY
 OL0364.in June 1991.
 OL0364
 OL0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0364.GEOID18 height accuracy estimate available here.
 OL0364
 OL0364.Click photographs - Photos may exist for this station.
 OL0364
 OL0364.The dynamic height is computed by dividing the NAVD 88
 OL0364.geopotential number by the normal gravity value computed on the
 OL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0364.degrees latitude (g = 980.6199 gals.).
 OL0364
 OL0364.The modeled gravity was interpolated from observed gravity values.
 OL0364
 OL0364;                    North         East    Units  Estimated Accuracy
 OL0364;SPC MI S     -   193,700.    3,840,030.      MT  (+/- 180 meters Scaled)
 OL0364
 OL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN539862(NAD 83)
 OL0364
 OL0364                          SUPERSEDED SURVEY CONTROL
 OL0364
 OL0364.No superseded survey control is available for this station.
 OL0364
 OL0364_MARKER: Q = CHISELED SQUARE
 OL0364_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0364_SP_SET: WINDOW SILL
 OL0364_MARK LOGO: USLS
 OL0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0364
 OL0364  HISTORY     - Date     Condition        Report By
 OL0364  HISTORY     - 1949     MONUMENTED       USLS
 OL0364  HISTORY     - 1984     POOR             NGS
 OL0364  HISTORY     - 19920501 MARK NOT FOUND   USPSQD
 OL0364  HISTORY     - 20130102 MARK NOT FOUND   MIDT
 OL0364
 OL0364                          STATION DESCRIPTION
 OL0364
 OL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0364'IN MUSKEGON.
 OL0364'FOUNDATION WALL CRACKING ON THE BUILDING.  IN MUSKEGON, LOCATED AT THE
 OL0364'INTERSECTION OF WATSON AVENUE AND BEACH STREET, NEAR THE NORTH END OF
 OL0364'PERE MARQUETTE PARK, MARK IS A 1 INCH SQUARE FORMED BY THREE CHISEL
 OL0364'MARKS, AT THE EDGE OF THE CONCRETE WINDOW SILL ON THE WEST SIDE OF A
 OL0364'SMALL BRICK BUILDING USED AS A STORAGE BUILDING, 30.48 METERS
 OL0364'(100.0 FT) WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF WATSON
 OL0364'AVENUE AND BEACH STREET, AND 0.30 METERS (1.0 FT) NORTH OF THE SOUTH
 OL0364'END OF THE WINDOW SILL.
 OL0364'THE MARK IS 0.76 M ABOVE SIDEWALK.
 OL0364
 OL0364                          STATION RECOVERY (1992)
 OL0364
 OL0364'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0364'MARK NOT FOUND.
 OL0364
 OL0364                          STATION RECOVERY (2013)
 OL0364
 OL0364'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0364'MARK NOT FOUND IN 1992. STORAGE BUILDING MENTIONED IN DESCRIPTION
 OL0364'IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0363 ***********************************************************************
 OL0363  DESIGNATION -  908 7028 YARD USLS
 OL0363  PID         -  OL0363
 OL0363  STATE/COUNTY-  MI/MUSKEGON
 OL0363  COUNTRY     -  US
 OL0363  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0363
 OL0363                         *CURRENT SURVEY CONTROL
 OL0363  ______________________________________________________________________
 OL0363* NAD 83(1986) POSITION- 43 13 37.     (N) 086 20 15.     (W)   SCALED
 OL0363* NAVD 88 ORTHO HEIGHT -   179.727 (meters)      589.65  (feet) ADJUSTED
 OL0363  ______________________________________________________________________
 OL0363  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 OL0363  DYNAMIC HEIGHT  -        179.689 (meters)      589.53  (feet) COMP
 OL0363  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 OL0363
 OL0363  VERT ORDER      -  FIRST     CLASS II
 OL0363
 OL0363.The horizontal coordinates were scaled from a map and have
 OL0363.an estimated accuracy of +/- 6 seconds.
 OL0363
 OL0363.The orthometric height was determined by differential leveling and
 OL0363.adjusted by the NATIONAL GEODETIC SURVEY
 OL0363.in June 1991.
 OL0363
 OL0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0363.GEOID18 height accuracy estimate available here.
 OL0363
 OL0363.Click photographs - Photos may exist for this station.
 OL0363
 OL0363.The dynamic height is computed by dividing the NAVD 88
 OL0363.geopotential number by the normal gravity value computed on the
 OL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0363.degrees latitude (g = 980.6199 gals.).
 OL0363
 OL0363.The modeled gravity was interpolated from observed gravity values.
 OL0363
 OL0363;                    North         East    Units  Estimated Accuracy
 OL0363;SPC MI S     -   193,700.    3,839,920.      MT  (+/- 180 meters Scaled)
 OL0363
 OL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN538862(NAD 83)
 OL0363
 OL0363                          SUPERSEDED SURVEY CONTROL
 OL0363
 OL0363.No superseded survey control is available for this station.
 OL0363
 OL0363_MARKER: I = METAL ROD
 OL0363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OL0363+WITH SETTING: INFORMATION.
 OL0363_MARK LOGO: USLS
 OL0363_PROJECTION: FLUSH
 OL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0363+STABILITY: SURFACE MOTION
 OL0363_ROD/PIPE-DEPTH: 2.1 meters
 OL0363
 OL0363  HISTORY     - Date     Condition        Report By
 OL0363  HISTORY     - 1943     MONUMENTED       USLS
 OL0363  HISTORY     - 1984     GOOD             NGS
 OL0363  HISTORY     - 19920512 MARK NOT FOUND   USPSQD
 OL0363  HISTORY     - 20130102 MARK NOT FOUND   MIDT
 OL0363
 OL0363                          STATION DESCRIPTION
 OL0363
 OL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0363'IN MUSKEGON.
 OL0363'IN MUSKEGON, LOCATED AT THE NORTH END OF PERE MARQUETTE PARK, ABOUT
 OL0363'91.44 METERS (300.0 FT) SOUTHEAST OF THE MUSKEGON COAST GUARD STATION
 OL0363'HOUSE, 41.30 (135.5 FT) EAST OF THE CENTER OF THE BLACK TOP STREET
 OL0363'LEADING NORTH-NORTHWEST TO THE COAST GUARD STATION, 34.89 METERS
 OL0363'(114.5 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.36 METERS
 OL0363'(34.0 FT) SOUTH OF A POWERLINE POLE WITH TWO TRANSFORMERS ATTACHED,
 OL0363'AND 1.82 METERS (6.0 FT) WEST OF THE SOUTH END POST OF A 4 FEET HIGH
 OL0363'CHAIN LINK FENCE.
 OL0363'THE MARK IS 0.06 METERS  E FROM A WITNESS POST.
 OL0363'THE MARK IS 0.76 M ABOVE BEACH STREET.
 OL0363
 OL0363                          STATION RECOVERY (1992)
 OL0363
 OL0363'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0363'MARK NOT FOUND.
 OL0363
 OL0363                          STATION RECOVERY (2013)
 OL0363
 OL0363'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0363'MARK NOT FOUND IN 1992
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0378 ***********************************************************************
 OL0378  DESIGNATION -  908 7030 A 7 USLS
 OL0378  PID         -  OL0378
 OL0378  STATE/COUNTY-  MI/OTTAWA
 OL0378  COUNTRY     -  US
 OL0378  USGS QUAD   -  GRAND HAVEN (2017)
 OL0378
 OL0378                         *CURRENT SURVEY CONTROL
 OL0378  ______________________________________________________________________
 OL0378* NAD 83(1986) POSITION- 43 03 40.     (N) 086 14 11.     (W)   SCALED
 OL0378* NAVD 88 ORTHO HEIGHT -   180.587 (meters)      592.48  (feet) ADJUSTED
 OL0378  ______________________________________________________________________
 OL0378  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 OL0378  DYNAMIC HEIGHT  -        180.546 (meters)      592.34  (feet) COMP
 OL0378  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 OL0378
 OL0378  VERT ORDER      -  FIRST     CLASS II
 OL0378
 OL0378.The horizontal coordinates were scaled from a map and have
 OL0378.an estimated accuracy of +/- 6 seconds.
 OL0378
 OL0378.The orthometric height was determined by differential leveling and
 OL0378.adjusted by the NATIONAL GEODETIC SURVEY
 OL0378.in June 1991.
 OL0378
 OL0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0378.GEOID18 height accuracy estimate available here.
 OL0378
 OL0378.Click photographs - Photos may exist for this station.
 OL0378
 OL0378.The dynamic height is computed by dividing the NAVD 88
 OL0378.geopotential number by the normal gravity value computed on the
 OL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0378.degrees latitude (g = 980.6199 gals.).
 OL0378
 OL0378.The modeled gravity was interpolated from observed gravity values.
 OL0378
 OL0378;                    North         East    Units  Estimated Accuracy
 OL0378;SPC MI S     -   175,100.    3,847,720.      MT  (+/- 180 meters Scaled)
 OL0378
 OL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0378
 OL0378                          SUPERSEDED SURVEY CONTROL
 OL0378
 OL0378.No superseded survey control is available for this station.
 OL0378
 OL0378_MARKER: I = METAL ROD
 OL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0378_MARK LOGO: USLS
 OL0378_PROJECTION: PROJECTING 9 CENTIMETERS
 OL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0378+STABILITY: SURFACE MOTION
 OL0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0378+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 OL0378
 OL0378  HISTORY     - Date     Condition        Report By
 OL0378  HISTORY     - 1935     MONUMENTED       USLS
 OL0378  HISTORY     - 1984     GOOD             NGS
 OL0378  HISTORY     - 19920418 GOOD             USPSQD
 OL0378  HISTORY     - 19950924 GOOD             USPSQD
 OL0378  HISTORY     - 19970308 GOOD             USPSQD
 OL0378  HISTORY     - 20051207 GOOD             INDIV
 OL0378
 OL0378                          STATION DESCRIPTION
 OL0378
 OL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0378'IN GRAND HAVEN.
 OL0378'IN GRAND HAVEN, LOCATED AT THE INTERSECTION OF HARBOR DRIVE AND HOWARD
 OL0378'AVENUE ON THE SOUTHEAST SIDE OF THE GRAND RIVER, NORTHWEST OF THE
 OL0378'CORPS OF ENGINEERS OFFICE, ABOUT 2.43 METERS (8.0 FT) BELOW HARBOR
 OL0378'DRIVE, A 1/2 INCH ROD SET IN TOP OF A CONCRETE POST, 16.15 METERS
 OL0378'(53.0 FT) NORTHWEST OF THE CENTERLINE OF SOUTH HARBOR DRIVE,
 OL0378'41.14 METERS (135.0 FT) SOUTHWEST OF AN EXTENDED CENTERLINE OF HOWARD
 OL0378'AVENUE, 6.58 METERS (21.6 FT) NORTHEAST OF THE SOUTH CORNER OF A
 OL0378'CONCRETE BLOCK WAREHOUSE, AND 5.02 METERS (16.5 FT) EAST-SOUTHEAST OF
 OL0378'THE EAST CORNER OF THE WAREHOUSE BUILDING.
 OL0378
 OL0378                          STATION RECOVERY (1992)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (1995)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (1997)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (2005)
 OL0378
 OL0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0381 ***********************************************************************
 OL0381  DESIGNATION -  908 7030 E
 OL0381  PID         -  OL0381
 OL0381  STATE/COUNTY-  MI/OTTAWA
 OL0381  COUNTRY     -  US
 OL0381  USGS QUAD   -  GRAND HAVEN (2017)
 OL0381
 OL0381                         *CURRENT SURVEY CONTROL
 OL0381  ______________________________________________________________________
 OL0381* NAD 83(1986) POSITION- 43 03 38.     (N) 086 14 16.     (W)   SCALED
 OL0381* NAVD 88 ORTHO HEIGHT -   179.029 (meters)      587.36  (feet) ADJUSTED
 OL0381  ______________________________________________________________________
 OL0381  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 OL0381  DYNAMIC HEIGHT  -        178.988 (meters)      587.23  (feet) COMP
 OL0381  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 OL0381
 OL0381  VERT ORDER      -  FIRST     CLASS II
 OL0381
 OL0381.The horizontal coordinates were scaled from a map and have
 OL0381.an estimated accuracy of +/- 6 seconds.
 OL0381
 OL0381.The orthometric height was determined by differential leveling and
 OL0381.adjusted by the NATIONAL GEODETIC SURVEY
 OL0381.in June 1991.
 OL0381
 OL0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0381.GEOID18 height accuracy estimate available here.
 OL0381
 OL0381.Click photographs - Photos may exist for this station.
 OL0381
 OL0381.The dynamic height is computed by dividing the NAVD 88
 OL0381.geopotential number by the normal gravity value computed on the
 OL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0381.degrees latitude (g = 980.6199 gals.).
 OL0381
 OL0381.The modeled gravity was interpolated from observed gravity values.
 OL0381
 OL0381;                    North         East    Units  Estimated Accuracy
 OL0381;SPC MI S     -   175,040.    3,847,600.      MT  (+/- 180 meters Scaled)
 OL0381
 OL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN620678(NAD 83)
 OL0381
 OL0381                          SUPERSEDED SURVEY CONTROL
 OL0381
 OL0381.No superseded survey control is available for this station.
 OL0381
 OL0381_MARKER: DB = BENCH MARK DISK
 OL0381_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0381_SP_SET: MOORING BOLLARD
 OL0381_STAMPING: 7030 E 1977
 OL0381_MARK LOGO: NOS
 OL0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0381
 OL0381  HISTORY     - Date     Condition        Report By
 OL0381  HISTORY     - 1977     MONUMENTED       NOS
 OL0381  HISTORY     - 1984     GOOD             NGS
 OL0381  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 19950924 GOOD             USPSQD
 OL0381  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OL0381
 OL0381                          STATION DESCRIPTION
 OL0381
 OL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0381'IN GRAND HAVEN.
 OL0381'IN GRAND HAVEN, 0.5 KM (0.35 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0381'FROM THE INTERSECTION OF WASHINGTON STREET, AT THE CORPS OF ENGINEERS
 OL0381'BOAT YARD, ON THE SOUTHWEST SIDE OF THE STREET, THE MARK IS CEMENTED
 OL0381'IN TOP OF THE SOUTHERNMOST ONE OF FOUR CONCRETE FILLED STEEL MOORING
 OL0381'BOLLARDS WHICH PROJECT ABOUT 1.0 METER (3.3 FT) ABOVE THE DOCK LEVEL,
 OL0381'0.46 METERS (1.5 FT) IN DIAMETER, 21.15 METERS (69.4 FT) NORTHWEST OF
 OL0381'THE NORTHWEST CORNER OF A METAL STORAGE BUILDING, 13.44 METERS
 OL0381'(44.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD STORAGE
 OL0381'BUILDING, AND 3.29 METERS (10.8 FT) SOUTHEAST OF THE SOUTHWEST EDGE OF
 OL0381'THE STEEL DOCK LINE.
 OL0381
 OL0381                          STATION RECOVERY (1992)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (1995)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0381'RECOVERED IN GOOD CONDITION.
 OL0381
 OL0381                          STATION RECOVERY (1997)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (2002)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (2005)
 OL0381
 OL0381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0380 ***********************************************************************
 OL0380  DESIGNATION -  908 7030 LSC 7 C 1
 OL0380  PID         -  OL0380
 OL0380  STATE/COUNTY-  MI/OTTAWA
 OL0380  COUNTRY     -  US
 OL0380  USGS QUAD   -  GRAND HAVEN (2017)
 OL0380
 OL0380                         *CURRENT SURVEY CONTROL
 OL0380  ______________________________________________________________________
 OL0380* NAD 83(1986) POSITION- 43 03 39.     (N) 086 14 14.     (W)   SCALED
 OL0380* NAVD 88 ORTHO HEIGHT -   178.086 (meters)      584.27  (feet) ADJUSTED
 OL0380  ______________________________________________________________________
 OL0380  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 OL0380  DYNAMIC HEIGHT  -        178.045 (meters)      584.14  (feet) COMP
 OL0380  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 OL0380
 OL0380  VERT ORDER      -  FIRST     CLASS II
 OL0380
 OL0380.The horizontal coordinates were scaled from a map and have
 OL0380.an estimated accuracy of +/- 6 seconds.
 OL0380
 OL0380.The orthometric height was determined by differential leveling and
 OL0380.adjusted by the NATIONAL GEODETIC SURVEY
 OL0380.in June 1991.
 OL0380
 OL0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0380.GEOID18 height accuracy estimate available here.
 OL0380
 OL0380.Click photographs - Photos may exist for this station.
 OL0380
 OL0380.The dynamic height is computed by dividing the NAVD 88
 OL0380.geopotential number by the normal gravity value computed on the
 OL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0380.degrees latitude (g = 980.6199 gals.).
 OL0380
 OL0380.The modeled gravity was interpolated from observed gravity values.
 OL0380
 OL0380;                    North         East    Units  Estimated Accuracy
 OL0380;SPC MI S     -   175,070.    3,847,650.      MT  (+/- 180 meters Scaled)
 OL0380
 OL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0380
 OL0380                          SUPERSEDED SURVEY CONTROL
 OL0380
 OL0380.No superseded survey control is available for this station.
 OL0380
 OL0380_MARKER: DD = SURVEY DISK
 OL0380_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0380+WITH SETTING: PAVEMENT
 OL0380_SP_SET: CONCRETE BASE OF BOLLARD
 OL0380_STAMPING: LSC 7 C 1 1976 AC
 OL0380_MARK LOGO: NOS
 OL0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0380
 OL0380  HISTORY     - Date     Condition        Report By
 OL0380  HISTORY     - 1976     MONUMENTED       NOS
 OL0380  HISTORY     - 1984     GOOD             NGS
 OL0380  HISTORY     - 19920418 POOR             USPSQD
 OL0380  HISTORY     - 19950924 GOOD             USPSQD
 OL0380  HISTORY     - 19970308 GOOD             USPSQD
 OL0380  HISTORY     - 20020325 GOOD             USPSQD
 OL0380  HISTORY     - 20051205 MARK NOT FOUND   INDIV
 OL0380
 OL0380                          STATION DESCRIPTION
 OL0380
 OL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0380'IN GRAND HAVEN.
 OL0380'IN GRAND HAVEN, 0.5 KM (0.35 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0380'FROM THE INTERSECTION OF WASHINGTON STREET, DISK CEMENTED IN TOP OF
 OL0380'THE EAST CORNER OF THE NORTHEASTERNMOST ONE OF FOUR CONCRETE BOLLARD
 OL0380'BASES IN THE CORPS OF ENGINEERS BOAT YARD AND IS LEVEL WITH THE DOCK
 OL0380'AREA, 50.29 METERS (165.0 FT) NORTHEAST OF THE BENCH MARK 7030 E,
 OL0380'25.99 METERS (85.3 FT) NORTHEAST OF THE NORTH CORNER OF A WOODEN
 OL0380'WAREHOUSE, 3.88 METERS (12.75 FT) SOUTHEAST OF THE SOUTHEAST SEAWALL,
 OL0380'0.28 METERS (0.93 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 OL0380'BASE, AND 0.22 METERS (0.74 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 OL0380'BASE.
 OL0380
 OL0380                          STATION RECOVERY (1992)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0380'MARK RECOVERED IN POOR CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (1995)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (1997)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (2002)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (2005)
 OL0380
 OL0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0379 ***********************************************************************
 OL0379  DESIGNATION -  908 7030 OFFICE USE
 OL0379  PID         -  OL0379
 OL0379  STATE/COUNTY-  MI/OTTAWA
 OL0379  COUNTRY     -  US
 OL0379  USGS QUAD   -  GRAND HAVEN (2017)
 OL0379
 OL0379                         *CURRENT SURVEY CONTROL
 OL0379  ______________________________________________________________________
 OL0379* NAD 83(1986) POSITION- 43 03 40.     (N) 086 14 13.     (W)   SCALED
 OL0379* NAVD 88 ORTHO HEIGHT -   179.582 (meters)      589.18  (feet) ADJUSTED
 OL0379  ______________________________________________________________________
 OL0379  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 OL0379  DYNAMIC HEIGHT  -        179.541 (meters)      589.04  (feet) COMP
 OL0379  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 OL0379
 OL0379  VERT ORDER      -  FIRST     CLASS II
 OL0379
 OL0379.The horizontal coordinates were scaled from a map and have
 OL0379.an estimated accuracy of +/- 6 seconds.
 OL0379
 OL0379.The orthometric height was determined by differential leveling and
 OL0379.adjusted by the NATIONAL GEODETIC SURVEY
 OL0379.in June 1991.
 OL0379
 OL0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0379.GEOID18 height accuracy estimate available here.
 OL0379
 OL0379.Click photographs - Photos may exist for this station.
 OL0379
 OL0379.The dynamic height is computed by dividing the NAVD 88
 OL0379.geopotential number by the normal gravity value computed on the
 OL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0379.degrees latitude (g = 980.6199 gals.).
 OL0379
 OL0379.The modeled gravity was interpolated from observed gravity values.
 OL0379
 OL0379;                    North         East    Units  Estimated Accuracy
 OL0379;SPC MI S     -   175,100.    3,847,670.      MT  (+/- 180 meters Scaled)
 OL0379
 OL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0379
 OL0379                          SUPERSEDED SURVEY CONTROL
 OL0379
 OL0379.No superseded survey control is available for this station.
 OL0379
 OL0379_MARKER: DD = SURVEY DISK
 OL0379_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0379_SP_SET: BRICK FOUNDATION WALL
 OL0379_STAMPING: OFFICE
 OL0379_MARK LOGO: USACE
 OL0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0379
 OL0379  HISTORY     - Date     Condition        Report By
 OL0379  HISTORY     - 1972     MONUMENTED       USACE
 OL0379  HISTORY     - 1984     GOOD             NGS
 OL0379  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0379  HISTORY     - 19950924 GOOD             USPSQD
 OL0379  HISTORY     - 19970308 GOOD             USPSQD
 OL0379  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 OL0379  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 OL0379
 OL0379                          STATION DESCRIPTION
 OL0379
 OL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0379'IN GRAND HAVEN.
 OL0379'IN GRAND HAVEN, 0.3 KM (0.25 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0379'FROM THE INTERSECTION OF WASHINGTON STREET, AT THE CORPS OF ENGINEERS
 OL0379'OFFICE, ON THE SOUTHWEST SIDE OF THE STREET, SET VERTICALLY IN THE
 OL0379'SOUTHWEST FACE, 0.42 METERS (1.4 FT) NORTHEAST OF THE WEST CORNER OF
 OL0379'THE BRICK OFFICE BUILDING, AND ABOUT 0.9 METER (3.0 FT) ABOVE THE
 OL0379'GROUND.
 OL0379
 OL0379                          STATION RECOVERY (1992)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0379'MARK NOT FOUND.
 OL0379
 OL0379                          STATION RECOVERY (1995)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0379'RECOVERED IN GOOD CONDITION.
 OL0379
 OL0379                          STATION RECOVERY (1997)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0379'RECOVERED IN GOOD CONDITION.
 OL0379
 OL0379                          STATION RECOVERY (2002)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0379'MARK NOT FOUND.
 OL0379
 OL0379                          STATION RECOVERY (2005)
 OL0379
 OL0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 OL0379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0377 ***********************************************************************
 OL0377  DESIGNATION -  908 7030 WL 206
 OL0377  PID         -  OL0377
 OL0377  STATE/COUNTY-  MI/OTTAWA
 OL0377  COUNTRY     -  US
 OL0377  USGS QUAD   -  GRAND HAVEN (2017)
 OL0377
 OL0377                         *CURRENT SURVEY CONTROL
 OL0377  ______________________________________________________________________
 OL0377* NAD 83(1986) POSITION- 43 03 47.6    (N) 086 13 53.7    (W)   HD_HELD2
 OL0377* NAVD 88 ORTHO HEIGHT -   183.323 (meters)      601.45  (feet) ADJUSTED
 OL0377  ______________________________________________________________________
 OL0377  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 OL0377  DYNAMIC HEIGHT  -        183.281 (meters)      601.31  (feet) COMP
 OL0377  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OL0377
 OL0377  VERT ORDER      -  FIRST     CLASS II
 OL0377
 OL0377.The horizontal coordinates were established by autonomous hand held GPS
 OL0377.observations and have an estimated accuracy of +/- 10 meters.
 OL0377
 OL0377.The orthometric height was determined by differential leveling and
 OL0377.adjusted by the NATIONAL GEODETIC SURVEY
 OL0377.in June 1991.
 OL0377
 OL0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0377.GEOID18 height accuracy estimate available here.
 OL0377
 OL0377.Click photographs - Photos may exist for this station.
 OL0377
 OL0377.The dynamic height is computed by dividing the NAVD 88
 OL0377.geopotential number by the normal gravity value computed on the
 OL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0377.degrees latitude (g = 980.6199 gals.).
 OL0377
 OL0377.The modeled gravity was interpolated from observed gravity values.
 OL0377
 OL0377;                    North         East    Units  Estimated Accuracy
 OL0377;SPC MI S     -   175,322.    3,848,115.      MT  (+/- 10 meters HH2 GPS)
 OL0377
 OL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6256868122(NAD 83)
 OL0377
 OL0377                          SUPERSEDED SURVEY CONTROL
 OL0377
 OL0377.No superseded survey control is available for this station.
 OL0377
 OL0377_MARKER: DD = SURVEY DISK
 OL0377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0377_SP_SET: FOUNDATION WALL
 OL0377_STAMPING: WL 206 1935 HFL
 OL0377_MARK LOGO: USLS
 OL0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0377+STABILITY: POSITION/ELEVATION WELL
 OL0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0377+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 OL0377
 OL0377  HISTORY     - Date     Condition        Report By
 OL0377  HISTORY     - 1935     MONUMENTED       USLS
 OL0377  HISTORY     - 1984     GOOD             NGS
 OL0377  HISTORY     - 19920418 GOOD             USPSQD
 OL0377  HISTORY     - 19950924 GOOD             USPSQD
 OL0377  HISTORY     - 19970308 GOOD             USPSQD
 OL0377  HISTORY     - 20020325 GOOD             USPSQD
 OL0377  HISTORY     - 20051205 GOOD             INDIV
 OL0377  HISTORY     - 20160908 GOOD             USPSQD
 OL0377  HISTORY     - 20180812 GOOD             USPSQD
 OL0377
 OL0377                          STATION DESCRIPTION
 OL0377
 OL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0377'IN GRAND HAVEN.
 OL0377'IN GRAND HAVEN, LOCATED AT THE CORNER OF FRANKLIN AND SOUTH SECOND
 OL0377'STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE BRICK
 OL0377'BUILDING (NATIONAL GUARD ARMORY), ABOUT 1.52 METERS (5.0 FT) NORTHWEST
 OL0377'OF THE SOUTH CORNER, ABOUT 1.06 METERS (3.5 FT) ABOVE THE SIDEWALK.
 OL0377
 OL0377                          STATION RECOVERY (1992)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (1995)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (1997)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2002)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2005)
 OL0377
 OL0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2016)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2018)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 OL0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0414 ***********************************************************************
 NG0414  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NG0414  DESIGNATION -  908 7031 C
 NG0414  PID         -  NG0414
 NG0414  STATE/COUNTY-  MI/OTTAWA
 NG0414  COUNTRY     -  US
 NG0414  USGS QUAD   -  HOLLAND WEST (2017)
 NG0414
 NG0414                         *CURRENT SURVEY CONTROL
 NG0414  ______________________________________________________________________
 NG0414* NAD 83(1986) POSITION- 42 46 07.3    (N) 086 12 01.7    (W)   HD_HELD2
 NG0414* NAVD 88 ORTHO HEIGHT -   177.603 (meters)      582.69  (feet) ADJUSTED
 NG0414  ______________________________________________________________________
 NG0414  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 NG0414  DYNAMIC HEIGHT  -        177.559 (meters)      582.54  (feet) COMP
 NG0414  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 NG0414
 NG0414  VERT ORDER      -  SECOND    CLASS I
 NG0414
 NG0414.The horizontal coordinates were established by autonomous hand held GPS
 NG0414.observations and have an estimated accuracy of +/- 10 meters.
 NG0414
 NG0414.The orthometric height was determined by differential leveling and
 NG0414.adjusted by the NATIONAL GEODETIC SURVEY
 NG0414.in July 2018.
 NG0414
 NG0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0414.GEOID18 height accuracy estimate available here.
 NG0414
 NG0414.This Water Level Mark is designated as VM 13198
 NG0414.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NG0414
 NG0414.Click photographs - Photos may exist for this station.
 NG0414
 NG0414.The dynamic height is computed by dividing the NAVD 88
 NG0414.geopotential number by the normal gravity value computed on the
 NG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0414.degrees latitude (g = 980.6199 gals.).
 NG0414
 NG0414.The modeled gravity was interpolated from observed gravity values.
 NG0414
 NG0414;                    North         East    Units  Estimated Accuracy
 NG0414;SPC MI S     -   142,557.    3,849,936.      MT  (+/- 10 meters HH2 GPS)
 NG0414
 NG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6541235439(NAD 83)
 NG0414
 NG0414                          SUPERSEDED SURVEY CONTROL
 NG0414
 NG0414  NAVD 88 (06/05/98)  177.619  (m)          582.74   (f) SUPERSEDED  1 2
 NG0414  NAVD 88 (06/15/91)  177.635  (m)          582.79   (f) SUPERSEDED  1 2
 NG0414
 NG0414.Superseded values are not recommended for survey control.
 NG0414
 NG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0414.See file dsdata.pdf to determine how the superseded data were derived.
 NG0414
 NG0414_MARKER: DD = SURVEY DISK
 NG0414_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NG0414_SP_SET: DOCK RETAINING WALL
 NG0414_STAMPING: 7031 C 1977
 NG0414_MARK LOGO: NOS
 NG0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0414+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 NG0414
 NG0414  HISTORY     - Date     Condition        Report By
 NG0414  HISTORY     - 1977     MONUMENTED       NOS
 NG0414  HISTORY     - 1984     GOOD             NGS
 NG0414  HISTORY     - 1988     GOOD             USPSQD
 NG0414  HISTORY     - 19920511 GOOD             NOS
 NG0414  HISTORY     - 19950727 GOOD             NOS
 NG0414  HISTORY     - 19970308 GOOD             USPSQD
 NG0414  HISTORY     - 20020325 GOOD             USPSQD
 NG0414  HISTORY     - 20050514 GOOD             INDIV
 NG0414  HISTORY     - 20100510 GOOD             NOS
 NG0414  HISTORY     - 20220818 GOOD             CO-OPS
 NG0414
 NG0414                          STATION DESCRIPTION
 NG0414
 NG0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0414'8.5 KM (5.3 MI) WSW FROM HOLLAND.
 NG0414'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE), SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT
 NG0414'0.15 METERS (0.5 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS
 NG0414'(74.4 FT) NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND
 NG0414'11.76 METERS (38.6 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1988)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (1992)
 NG0414
 NG0414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 NG0414'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE) , SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT 0.15
 NG0414'METERS (0.49 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS (74.38 FT)
 NG0414'NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND 11.76 METERS
 NG0414'(38.58 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1995)
 NG0414
 NG0414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0414'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE) , SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT 0.15
 NG0414'METERS (0.49 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS (74.38 FT)
 NG0414'NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND 11.76 METERS
 NG0414'(38.58 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1997)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (2002)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (2005)
 NG0414
 NG0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0414'DISK IS IN RET WALL 0.5' BELOW SIDEWALK.
 NG0414
 NG0414                          STATION RECOVERY (2010)
 NG0414
 NG0414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 NG0414'RECOVERED AS DESCRIBED.
 NG0414
 NG0414                          STATION RECOVERY (2022)
 NG0414
 NG0414'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414'
 NG0414'NOTE-MARK CAN NOT BE SURVEYED TO.  PROPERTY OWNERS BUILT A CONCRETE
 NG0414'SEA WALL OVER TOP THE EXISTING WALKWAY AND DIRECTLY OVER TOP OF THE
 NG0414'BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0411 ***********************************************************************
 NG0411  CBN         -  This is a Cooperative Base Network Control Station.
 NG0411  TIDAL BM    -  This is a Tidal Bench Mark.
 NG0411  DESIGNATION -  908 7031 D
 NG0411  PID         -  NG0411
 NG0411  STATE/COUNTY-  MI/OTTAWA
 NG0411  COUNTRY     -  US
 NG0411  USGS QUAD   -  HOLLAND WEST (2017)
 NG0411
 NG0411                         *CURRENT SURVEY CONTROL
 NG0411  ______________________________________________________________________
 NG0411* NAD 83(2011) POSITION- 42 46 14.10032(N) 086 11 55.78575(W)   ADJUSTED
 NG0411* NAD 83(2011) ELLIP HT-   144.308 (meters)        (06/27/12)   ADJUSTED
 NG0411* NAD 83(2011) EPOCH   -  2010.00
 NG0411* NAVD 88 ORTHO HEIGHT -   177.775 (meters)      583.25  (feet) ADJUSTED
 NG0411  ______________________________________________________________________
 NG0411  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 NG0411  NAD 83(2011) X  -    310,880.646 (meters)                     COMP
 NG0411  NAD 83(2011) Y  - -4,679,087.140 (meters)                     COMP
 NG0411  NAD 83(2011) Z  -  4,308,925.723 (meters)                     COMP
 NG0411  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 NG0411  DYNAMIC HEIGHT  -        177.731 (meters)      583.11  (feet) COMP
 NG0411  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 NG0411  OBS GRAVITY     -    980,371.1   (mgal)                       GRAV_OBS
 NG0411
 NG0411  VERT ORDER      -  SECOND    CLASS I
 NG0411
 NG0411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0411  Standards:
 NG0411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0411  -------------------------------------------------------------------
 NG0411  NETWORK    0.50   1.20           0.22   0.19   0.61     -0.02254864
 NG0411  -------------------------------------------------------------------
 NG0411  Click here for local accuracies and other accuracy information.
 NG0411
 NG0411.The horizontal coordinates were established by GPS observations
 NG0411.and adjusted by the National Geodetic Survey in June 2012.
 NG0411
 NG0411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0411.been affixed to the stable North American tectonic plate. See 
 NG0411.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0411
 NG0411.The horizontal coordinates are valid at the epoch date displayed above
 NG0411.which is a decimal equivalence of Year/Month/Day.
 NG0411
 NG0411.The orthometric height was determined by differential leveling and
 NG0411.adjusted by the NATIONAL GEODETIC SURVEY
 NG0411.in July 2018.
 NG0411
 NG0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0411.GEOID18 height accuracy estimate available here.
 NG0411
 NG0411.This Tidal Bench Mark is designated as VM 13195
 NG0411.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NG0411
 NG0411.Click photographs - Photos may exist for this station.
 NG0411
 NG0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0411
 NG0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0411
 NG0411.The ellipsoidal height was determined by GPS observations
 NG0411.and is referenced to NAD 83.
 NG0411
 NG0411.The dynamic height is computed by dividing the NAVD 88
 NG0411.geopotential number by the normal gravity value computed on the
 NG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0411.degrees latitude (g = 980.6199 gals.).
 NG0411
 NG0411.The modeled gravity was interpolated from observed gravity values.
 NG0411
 NG0411.The observed gravity was obtained from relative gravimeter ties
 NG0411.to the IGSN71 gravity network.
 NG0411
 NG0411. The following values were computed from the NAD 83(2011) position.
 NG0411
 NG0411;                    North         East     Units Scale Factor Converg.
 NG0411;SPC MI S     -   142,764.275 3,850,074.564   MT  0.99990886   -1 14 48.6
 NG0411;SPC MI S     -   468,386.73 12,631,478.23   iFT  0.99990886   -1 14 48.6
 NG0411;UTM  16      - 4,735,650.185   565,544.693   MT  0.99965285   +0 32 38.6
 NG0411
 NG0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0411!SPC MI S     -   0.99997737  x   0.99990886  =   0.99988623
 NG0411!UTM  16      -   0.99997737  x   0.99965285  =   0.99963023
 NG0411
 NG0411:                Primary Azimuth Mark                     Grid Az
 NG0411:SPC MI S     -  908 7031 FARM                            171 20 45.8
 NG0411:UTM  16      -  908 7031 FARM                            169 33 18.6
 NG0411
 NG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6554435650(NAD 83)
 NG0411
 NG0411|---------------------------------------------------------------------|
 NG0411| PID    Reference Object                     Distance      Geod. Az  |
 NG0411|                                                           dddmmss.s |
 NG0411| NG0799 908 7031 FARM                       APPROX. 1.3 KM 1700557.2 |
 NG0411|---------------------------------------------------------------------|
 NG0411
 NG0411                          SUPERSEDED SURVEY CONTROL
 NG0411
 NG0411  NAD 83(2007)-  42 46 14.10042(N)    086 11 55.78689(W) AD(2002.00) 0
 NG0411  ELLIP H (02/10/07)  144.339  (m)                       GP(2002.00)    
 NG0411  ELLIP H (07/12/02)  144.349  (m)                       GP(       ) 4 2
 NG0411  NAD 83(1994)-  42 46 14.10010(N)    086 11 55.78722(W) AD(       ) B
 NG0411  ELLIP H (09/20/95)  144.373  (m)                       GP(       ) 1 2
 NG0411  NAD 83(1986)-  42 46 14.10148(N)    086 11 55.79237(W) AD(       ) 2
 NG0411  NAVD 88 (07/23/97)  177.786  (m)          583.29   (f) SUPERSEDED  1 2
 NG0411  NAVD 88             177.79   (m)          583.3    (f) LEVELING    3  
 NG0411  NAVD 88 (06/15/91)  177.795  (m)          583.32   (f) SUPERSEDED  1 2
 NG0411
 NG0411.Superseded values are not recommended for survey control.
 NG0411
 NG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0411.See file dsdata.pdf to determine how the superseded data were derived.
 NG0411
 NG0411_MARKER: DJ = TIDAL STATION DISK
 NG0411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0411_SP_SET: 6X6 BOAT HOIST FOUNDATION
 NG0411_STAMPING: 7031 D 1977
 NG0411_MARK LOGO: NOS
 NG0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0411+STABILITY: SURFACE MOTION
 NG0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0411+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2025
 NG0411
 NG0411  HISTORY     - Date     Condition        Report By
 NG0411  HISTORY     - 1977     MONUMENTED       NOS
 NG0411  HISTORY     - 1977     GOOD
 NG0411  HISTORY     - 1984     GOOD             NGS
 NG0411  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0411  HISTORY     - 19910517 GOOD
 NG0411  HISTORY     - 19940727 GOOD             NGS
 NG0411  HISTORY     - 19940816 GOOD             NOS
 NG0411  HISTORY     - 19970308 GOOD             USPSQD
 NG0411  HISTORY     - 19990810 GOOD             NGS
 NG0411  HISTORY     - 20050514 GOOD             INDIV
 NG0411  HISTORY     - 20100510 GOOD             NOS
 NG0411  HISTORY     - 20220818 GOOD             CO-OPS
 NG0411  HISTORY     - 20250710 GOOD             MIDT
 NG0411
 NG0411                          STATION DESCRIPTION
 NG0411
 NG0411'DESCRIBED 1977
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1984)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0411'8.2 KM (5.1 MI) WSW FROM HOLLAND.
 NG0411'STATION IS LOCATED IN THE CITY OF HOLLAND NEAR THE NE CORNER OF A
 NG0411'BULKHEAD AT THE MACATAWA YACHT CLUB.
 NG0411'TO REACH FROM THE INTERSECTION OF BUSINESS ROUTE 31 AND 32ND ST. GO
 NG0411'NORTHWESTERLY ON 32ND ST 4.3 MI (6.92 KM) TO INTERSECTION WITH SOUTH
 NG0411'SHORE ROAD.  TURN RIGHT AND GO EAST 0.05 MI (0.08 KM) TO DRIVE LEFT
 NG0411'INTO YACHT CLUB, AND STATION SITE.
 NG0411'STATION IS MARKED BY A STANDARD NOS DISK STAMPED 7031D 1977 SET INTO
 NG0411'THE SIDEWALK.  IT IS 22.06 M (72.38 FT) NE OF NE CORNER OF BUILDING,
 NG0411'20.96 M (68.77 FT) ENE OF FLAGPOLE, 2.86 M (9.38 FT) ENE OF MOST
 NG0411'EASTERLY SIDEWALK LAMP, 1.62 M (5.31 FT) WEST OF EDGE OF CONCRETE
 NG0411'BULKHEAD, AND 0.36 M (1.18 FT)  SOUTH OF EDGE OF BULKHEAD.
 NG0411'DESCRIBED BY GAB
 NG0411'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0411'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0411'THENCE 5.9 KM (3.65 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0411'ENTRANCE TO THE M.B.Y.C. PRIVATE CLUB, SET IN THE TOP OF THE NORTHWEST
 NG0411'CORNER OF A 6 BY 6 FEET CONCRETE FOUNDATION, PROJECTING ABOUT 1 FOOT
 NG0411'ABOVE THE GROUND WHICH FORMERLY SUPPORTED A BOAT HOIST, 28.65 METERS
 NG0411'(94.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE RESTAURANT AND BAR
 NG0411'BUILDING, 20.97 METERS (68.8 FT) EAST-NORTHEAST OF THE FLAG POLE MAST
 NG0411'IN THE MIDDLE OF THE SIDEWALK BEHIND THE BUILDING, 1.61 METERS
 NG0411'(5.3 FT) WEST OF THE NORTHEAST CORNER OF THE HOIST FOUNDATION, AND
 NG0411'0.22 METERS (0.75 FT) EAST OF THE NORTHWEST CORNER OF THE HOIST
 NG0411'FOUNDATION.
 NG0411
 NG0411                          STATION RECOVERY (1988)
 NG0411
 NG0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0411'MARK NOT FOUND.
 NG0411
 NG0411                          STATION RECOVERY (1991)
 NG0411
 NG0411'RECOVERED 1991
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1994)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0411'NOTE--DO NOT DRIVE TO STATION WITHOUT EXPRESS PERMISSION OF THE YACHT
 NG0411'CLUB.  STATION IS LOCATED IN THE SOUTHWEST PORTION OF HOLLAND NEAR THE
 NG0411'INTERSECTION OF 32ND STREET AND SOUTH SHORE DRIVE ON PROPERTY OF THE
 NG0411'MACATAWA BAY YACHT CLUB, 2157 SOUTH SHORE DRIVE, MACATAWA, MI 49434.
 NG0411'GENERAL MANAGER IS JAMES BOOTHBY, PHONE 616-335-5815. CONTACT
 NG0411'COMMODORE DOUG PADNOS AT SAME NUMBER FOR PERMISSION BEFORE VISITING
 NG0411'STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 NG0411'HIGHWAY 196 BUSINESS AND U.S.  HIGHWAY 31 ON THE NORTHEAST SIDE OF
 NG0411'HOLLAND, GO SOUTH ON HIGHWAY 31 FOR 3.18 KM (1.95 MI) TO A CROSSROAD
 NG0411'AT STOP LIGHT.  TURN RIGHT, WEST, ON 32ND STREET FOR 2.41 KM (1.50 MI)
 NG0411'TO ITS JUNCTION WITH HIGHWAYS 196 BUSINESS AND 31 BUSINESS.  CONTINUE
 NG0411'WEST FOR 6.80 KM (4.20 MI) TO A T-ROAD.  TURN RIGHT, EAST, ON SOUTH
 NG0411'SHORE DRIVE FOR 0.12 KM (0.05 MI) TO A DRIVE LEFT INTO THE MACATAWA
 NG0411'BAY YACHT CLUB.  TURN LEFT, NORTHWEST, ON DRIVE FOR 0.10 KM (0.05 MI)
 NG0411'TO END OF PARKING LOT AT RESTAURANT. WALK NORTHWEST ACROSS LAWN FOR
 NG0411'ABOUT 50 M (164.0 FT) TO THE NORTH CORNER OF THE LAWN AT CORNER OF
 NG0411'SEAWALL.  STATION IS A DISK SET IN A DRILL HOLE IN THE WEST CORNER OF
 NG0411'A 1.8 M (5.9 FT) SQUARE CONCRETE BASE FOR A NOW-REMOVED BOAT HOIST.
 NG0411'IT IS 28.65 M (94.00 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NG0411'RESTAURANT AND BAR BUILDING, 21.0 M (68.9 FT) NORTH-NORTHEAST OF THE
 NG0411'FLAG POLE WITH PLAQUE IN MEMORY LUCILLE HALL GILL, 15.5 M (50.9 FT)
 NG0411'NORTHWEST OF TELEPHONE PEDESTAL 58, 1.7 M (5.6 FT) SOUTHWEST OF THE
 NG0411'NORTH CORNER OF THE SEAWALL, 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST
 NG0411'EDGE OF THE SEAWALL, AND 0.3 M (1.0 FT) EAST OF THE WEST CORNER OF THE
 NG0411'BASE. DESCRIBED BY G.R.  HEID.
 NG0411
 NG0411                          STATION RECOVERY (1994)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0411'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0411'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0411'THENCE 5.9 KM (3.65 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0411'ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, SET IN THE TOP OF THE
 NG0411'NORTHWEST CORNER OF A 6 BY 6 FEET (1.8 M) CONCRETE FOUNDATION,
 NG0411'PROJECTING ABOUT 1 FOOT (0.3 M) ABOVE THE GROUND WHICH FORMERLY
 NG0411'SUPPORTED A BOAT HOIST, 28.65 METERS (94.00 FT) NORTHEAST OF THE
 NG0411'NORTHEAST CORNER OF THE RESTAURANT AND BAR BUILDING, 20.97 METERS
 NG0411'(68.80 FT) EAST-NORTHEAST OF THE FLAG POLE MAST IN THE MIDDLE OF THE
 NG0411'SIDEWALK BEHIND THE BUILDING, 1.61 METERS (5.28 FT) WEST OF THE
 NG0411'NORTHEAST CORNER OF THE HOIST FOUNDATION, AND 0.22 METERS (0.72 FT)
 NG0411'EAST OF THE NORTHWEST CORNER OF THE HOIST FOUNDATION.  STATION IS
 NG0411'LOCATED IN THE CITY OF HOLLAND NEAR THE NE CORNER OF A BULKHEAD AT THE
 NG0411'MACATAWA YACHT CLUB.  TO REACH FROM THE INTERSECTION OF BUSINESS ROUTE
 NG0411'31 AND 32ND ST.  GO NORTHWESTERLY ON 32ND ST 4.3 MI (6.9 KM) TO
 NG0411'INTERSECTION WITH SOUTH SHORE ROAD.  TURN RIGHT AND GO EAST 0.05 MI
 NG0411'(0.08 KM) TO DRIVE LEFT INTO YACHT CLUB, AND STATION SITE.  STATION IS
 NG0411'MARKED BY A STANDARD NOS DISK STAMPED 7031 D 1977 SET INTO THE
 NG0411'CONCRETE FOUNDATION.  IT IS 22.06 M (72.38 FT) NE OF NE CORNER OF
 NG0411'BUILDING, 20.96 M (68.77 FT) ENE OF FLAGPOLE, 2.86 M (9.38 FT) ENE OF
 NG0411'MOST EASTERLY SIDEWALK LAMP, 1.62 M (5.31 FT) WEST OF EDGE OF CONCRETE
 NG0411'BULKHEAD, AND 0.36 M (1.18 FT) SOUTH OF EDGE OF BULKHEAD.
 NG0411
 NG0411                          STATION RECOVERY (1997)
 NG0411
 NG0411'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1999)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0411'RECOVERED AS DESCRIBED.
 NG0411
 NG0411                          STATION RECOVERY (2005)
 NG0411
 NG0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0411'TANK WITH 23' X 23' BASE, 50'WEST OF CENTERLINE OF LAKESHORE DR, 375'
 NG0411'SOUTH OF CENTERLINE OF LAKEWOOD BLVD, AT ADDRESS 266 LAKESHORE.
 NG0411
 NG0411                          STATION RECOVERY (2010)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 NG0411'RECOVERED AS DESCRIBED.
 NG0411
 NG0411                          STATION RECOVERY (2022)
 NG0411
 NG0411'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 NG0411'RECOVERED AS DESCRIBED.
 NG0411
 NG0411                          STATION RECOVERY (2025)
 NG0411
 NG0411'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NG0411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0410 ***********************************************************************
 NG0410  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NG0410  DESIGNATION -  908 7031 F
 NG0410  PID         -  NG0410
 NG0410  STATE/COUNTY-  MI/OTTAWA
 NG0410  COUNTRY     -  US
 NG0410  USGS QUAD   -  HOLLAND WEST (2017)
 NG0410
 NG0410                         *CURRENT SURVEY CONTROL
 NG0410  ______________________________________________________________________
 NG0410* NAD 83(1986) POSITION- 42 46 10.7    (N) 086 11 49.5    (W)   HD_HELD2
 NG0410* NAVD 88 ORTHO HEIGHT -   177.970 (meters)      583.89  (feet) ADJUSTED
 NG0410  ______________________________________________________________________
 NG0410  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 NG0410  DYNAMIC HEIGHT  -        177.926 (meters)      583.75  (feet) COMP
 NG0410  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 NG0410
 NG0410  VERT ORDER      -  FIRST     CLASS II
 NG0410
 NG0410.The horizontal coordinates were established by autonomous hand held GPS
 NG0410.observations and have an estimated accuracy of +/- 10 meters.
 NG0410
 NG0410.The orthometric height was determined by differential leveling and
 NG0410.adjusted by the NATIONAL GEODETIC SURVEY
 NG0410.in June 1991.
 NG0410
 NG0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0410.GEOID18 height accuracy estimate available here.
 NG0410
 NG0410.This Water Level Mark is designated as VM 13196
 NG0410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NG0410
 NG0410.Click photographs - Photos may exist for this station.
 NG0410
 NG0410.The dynamic height is computed by dividing the NAVD 88
 NG0410.geopotential number by the normal gravity value computed on the
 NG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0410.degrees latitude (g = 980.6199 gals.).
 NG0410
 NG0410.The modeled gravity was interpolated from observed gravity values.
 NG0410
 NG0410;                    North         East    Units  Estimated Accuracy
 NG0410;SPC MI S     -   142,656.    3,850,215.      MT  (+/- 10 meters HH2 GPS)
 NG0410
 NG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6568835546(NAD 83)
 NG0410
 NG0410                          SUPERSEDED SURVEY CONTROL
 NG0410
 NG0410.No superseded survey control is available for this station.
 NG0410
 NG0410_MARKER: DD = SURVEY DISK
 NG0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0410_SP_SET: BRIDGE WING WALL
 NG0410_STAMPING: 7031 F 1980
 NG0410_MARK LOGO: NOS
 NG0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0410+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 NG0410
 NG0410  HISTORY     - Date     Condition        Report By
 NG0410  HISTORY     - 1980     MONUMENTED       NOS
 NG0410  HISTORY     - 1984     GOOD             NGS
 NG0410  HISTORY     - 1988     GOOD             USPSQD
 NG0410  HISTORY     - 19940815 GOOD             NOS
 NG0410  HISTORY     - 19950727 GOOD             NOS
 NG0410  HISTORY     - 19970308 GOOD             USPSQD
 NG0410  HISTORY     - 20020325 GOOD             USPSQD
 NG0410  HISTORY     - 20051201 GOOD             INDIV
 NG0410  HISTORY     - 20100510 GOOD             NOS
 NG0410  HISTORY     - 20220818 GOOD             CO-OPS
 NG0410
 NG0410                          STATION DESCRIPTION
 NG0410
 NG0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0410'8.1 KM (5.05 MI) WSW FROM HOLLAND.
 NG0410'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.6 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.0 FT)
 NG0410'EAST OF THE ENTRANCE TO THE M.B.Y.C. PRIVATE CLUB, 5.66 METERS
 NG0410'(18.6 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.7 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.5 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410'THE MARK IS 0.15 M BELOW SOUTH SHORE DRIVE.
 NG0410
 NG0410                          STATION RECOVERY (1988)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (1994)
 NG0410
 NG0410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0410'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.60 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00
 NG0410'FT) EAST OF THE ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, 5.66 METERS
 NG0410'(18.57 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.68 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.49 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410
 NG0410                          STATION RECOVERY (1995)
 NG0410
 NG0410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0410'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.60 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00
 NG0410'FT) EAST OF THE ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, 5.66 METERS
 NG0410'(18.57 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.68 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.49 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410
 NG0410                          STATION RECOVERY (1997)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (2002)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (2005)
 NG0410
 NG0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (2010)
 NG0410
 NG0410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 NG0410'RECOVERED AS DESCRIBED.
 NG0410
 NG0410                          STATION RECOVERY (2022)
 NG0410
 NG0410'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 NG0410'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0799 ***********************************************************************
 NG0799  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NG0799  DESIGNATION -  908 7031 FARM
 NG0799  PID         -  NG0799
 NG0799  STATE/COUNTY-  MI/ALLEGAN
 NG0799  COUNTRY     -  US
 NG0799  USGS QUAD   -  HOLLAND WEST (2017)
 NG0799
 NG0799                         *CURRENT SURVEY CONTROL
 NG0799  ______________________________________________________________________
 NG0799* NAD 83(2011) POSITION- 42 45 33.12369(N) 086 11 46.07979(W)   ADJUSTED
 NG0799* NAD 83(2011) ELLIP HT-   152.078 (meters)        (06/27/12)   ADJUSTED
 NG0799* NAD 83(2011) EPOCH   -  2010.00
 NG0799* NAVD 88 ORTHO HEIGHT -   185.648 (meters)      609.08  (feet) ADJUSTED
 NG0799  ______________________________________________________________________
 NG0799  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 NG0799  NAD 83(2011) X  -    311,158.161 (meters)                     COMP
 NG0799  NAD 83(2011) Y  - -4,679,934.877 (meters)                     COMP
 NG0799  NAD 83(2011) Z  -  4,308,002.686 (meters)                     COMP
 NG0799  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 NG0799  DYNAMIC HEIGHT  -        185.602 (meters)      608.93  (feet) COMP
 NG0799  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 NG0799
 NG0799  VERT ORDER      -  SECOND    CLASS I
 NG0799
 NG0799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0799  Standards:
 NG0799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0799  -------------------------------------------------------------------
 NG0799  NETWORK   14.30  34.44           5.66   5.69  17.57      0.44815987
 NG0799  -------------------------------------------------------------------
 NG0799  Click here for local accuracies and other accuracy information.
 NG0799
 NG0799.The horizontal coordinates were established by GPS observations
 NG0799.and adjusted by the National Geodetic Survey in June 2012.
 NG0799
 NG0799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0799.been affixed to the stable North American tectonic plate. See 
 NG0799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0799
 NG0799.The horizontal coordinates are valid at the epoch date displayed above
 NG0799.which is a decimal equivalence of Year/Month/Day.
 NG0799
 NG0799.The orthometric height was determined by differential leveling and
 NG0799.adjusted by the NATIONAL GEODETIC SURVEY
 NG0799.in July 2018.
 NG0799
 NG0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0799.GEOID18 height accuracy estimate available here.
 NG0799
 NG0799.This Water Level Mark is designated as VM 18301
 NG0799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NG0799
 NG0799.Click photographs - Photos may exist for this station.
 NG0799
 NG0799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0799
 NG0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0799
 NG0799.The ellipsoidal height was determined by GPS observations
 NG0799.and is referenced to NAD 83.
 NG0799
 NG0799.The dynamic height is computed by dividing the NAVD 88
 NG0799.geopotential number by the normal gravity value computed on the
 NG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0799.degrees latitude (g = 980.6199 gals.).
 NG0799
 NG0799.The modeled gravity was interpolated from observed gravity values.
 NG0799
 NG0799. The following values were computed from the NAD 83(2011) position.
 NG0799
 NG0799;                    North         East     Units Scale Factor Converg.
 NG0799;SPC MI S     -   141,495.442 3,850,267.679   MT  0.99990928   -1 14 42.0
 NG0799;SPC MI S     -   464,223.89 12,632,111.81   iFT  0.99990928   -1 14 42.0
 NG0799;UTM  16      - 4,734,388.329   565,777.307   MT  0.99965323   +0 32 44.8
 NG0799
 NG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0799!SPC MI S     -   0.99997615  x   0.99990928  =   0.99988543
 NG0799!UTM  16      -   0.99997615  x   0.99965323  =   0.99962939
 NG0799
 NG0799:                Primary Azimuth Mark                     Grid Az
 NG0799:SPC MI S     -  908 7031 D                               351 20 45.7
 NG0799:UTM  16      -  908 7031 D                               349 33 18.9
 NG0799
 NG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6577734388(NAD 83)
 NG0799
 NG0799|---------------------------------------------------------------------|
 NG0799| PID    Reference Object                     Distance      Geod. Az  |
 NG0799|                                                           dddmmss.s |
 NG0799| NG0411 908 7031 D                          APPROX. 1.3 KM 3500603.7 |
 NG0799|---------------------------------------------------------------------|
 NG0799
 NG0799                          SUPERSEDED SURVEY CONTROL
 NG0799
 NG0799  NAD 83(2007)-  42 45 33.12367(N)    086 11 46.08095(W) AD(2002.00) 0
 NG0799  ELLIP H (02/10/07)  152.115  (m)                       GP(2002.00)    
 NG0799  ELLIP H (07/17/02)  152.206  (m)                       GP(       ) 4 1
 NG0799  NAD 83(1994)-  42 45 33.12437(N)    086 11 46.08205(W) AD(       ) 2
 NG0799  ELLIP H (02/03/97)  152.289  (m)                       GP(       ) 4 1
 NG0799  NAD 83(1986)-  42 45 33.12447(N)    086 11 46.08663(W) AD(       ) 2
 NG0799  NAVD 88 (08/18/92)  185.5    (m)  GEOID90  model used  GPS OBS        
 NG0799
 NG0799.Superseded values are not recommended for survey control.
 NG0799
 NG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0799.See file dsdata.pdf to determine how the superseded data were derived.
 NG0799
 NG0799_MARKER: DD = SURVEY DISK
 NG0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0799_STAMPING: FARM 1991
 NG0799_MARK LOGO: NOS
 NG0799_PROJECTION: FLUSH
 NG0799_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0799+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 NG0799
 NG0799  HISTORY     - Date     Condition        Report By
 NG0799  HISTORY     - 1991     MONUMENTED       NOS
 NG0799  HISTORY     - 20010808 MARK NOT FOUND   NGS
 NG0799  HISTORY     - 20100510 GOOD             NOS
 NG0799  HISTORY     - 20220818 GOOD             CO-OPS
 NG0799
 NG0799                          STATION DESCRIPTION
 NG0799
 NG0799'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0799'STATION IS LOCATED ON THE EAST SIDE OF LAKE MICHIGAN AND 1.25 MI
 NG0799'(2.01 KM) SOUTH OF LAKE MACATAWA IN HOLLAND, MI.
 NG0799'(0.00 KM) TO REACH THE STATION FROM BUSINESS HWY 31 AND THE
 NG0799'INTERSECTION OF 146TH ST IN HOLLAND, TURN WEST ON 146TH ST AND GO 4.2
 NG0799'MI (6.76 KM) TO INTERSECTION OF 66TH ST, TURN RIGHT (NORTH) AND GO
 NG0799'0.35 MI (0.56 KM) TO STATION ON THE RIGHT AS DESCRIBED.
 NG0799'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED FARM 1991 ATTACHED
 NG0799'TO A 4 FOOT ALUMINUM ROD IMBEDDED IN A MASS OF CONCRETE SET FLUSH
 NG0799'WITH THE GROUND.  IT IS 15.40 M (50.52 FT) SOUTH OF THE CENTERLINE OF
 NG0799'A SHORT DIRT ROAD LEADING TO FIELDS, 11.82 M (38.78 FT) NORTH OF A
 NG0799'POWER POLE NO. 33, 9.47 M (31.07 FT) EAST OF THE CENTER OF 66TH ST,
 NG0799'2.90 M (9.51 FT) WEST OF EDGE OF A FIELD.
 NG0799'DESCRIBED BY RDJ.
 NG0799
 NG0799                          STATION RECOVERY (2001)
 NG0799
 NG0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0799'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NG0799
 NG0799                          STATION RECOVERY (2010)
 NG0799
 NG0799'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 NG0799'RECOVERED AS DESCRIBED.
 NG0799
 NG0799                          STATION RECOVERY (2022)
 NG0799
 NG0799'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 NG0799'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC8296 ***********************************************************************
 AC8296  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8296  DESIGNATION -  908 7031 H
 AC8296  PID         -  AC8296
 AC8296  STATE/COUNTY-  MI/OTTAWA
 AC8296  COUNTRY     -  US
 AC8296  USGS QUAD   -  HOLLAND WEST (2017)
 AC8296
 AC8296                         *CURRENT SURVEY CONTROL
 AC8296  ______________________________________________________________________
 AC8296* NAD 83(1986) POSITION- 42 46 04.9    (N) 086 12 04.0    (W)   HD_HELD2
 AC8296* NAVD 88 ORTHO HEIGHT -   177.826 (meters)      583.42  (feet) ADJUSTED
 AC8296  ______________________________________________________________________
 AC8296  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 AC8296  DYNAMIC HEIGHT  -        177.781 (meters)      583.27  (feet) COMP
 AC8296  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 AC8296
 AC8296  VERT ORDER      -  SECOND    CLASS I
 AC8296
 AC8296.The horizontal coordinates were established by autonomous hand held GPS
 AC8296.observations and have an estimated accuracy of +/- 10 meters.
 AC8296
 AC8296.The orthometric height was determined by differential leveling and
 AC8296.adjusted by the NATIONAL GEODETIC SURVEY
 AC8296.in October 2022.
 AC8296
 AC8296.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8296.GEOID18 height accuracy estimate available here.
 AC8296
 AC8296.This Water Level Mark is designated as VM 13197
 AC8296.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8296
 AC8296.Click photographs - Photos may exist for this station.
 AC8296
 AC8296.The dynamic height is computed by dividing the NAVD 88
 AC8296.geopotential number by the normal gravity value computed on the
 AC8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8296.degrees latitude (g = 980.6199 gals.).
 AC8296
 AC8296.The modeled gravity was interpolated from observed gravity values.
 AC8296
 AC8296;                    North         East    Units  Estimated Accuracy
 AC8296;SPC MI S     -   142,485.    3,849,882.      MT  (+/- 10 meters HH2 GPS)
 AC8296
 AC8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6536035364(NAD 83)
 AC8296
 AC8296                          SUPERSEDED SURVEY CONTROL
 AC8296
 AC8296  NAVD 88 (07/19/18)  177.841  (m)          583.47   (f) SUPERSEDED  2 1
 AC8296  NAVD 88 (07/23/97)  177.859  (m)          583.53   (f) SUPERSEDED  2 1
 AC8296
 AC8296.Superseded values are not recommended for survey control.
 AC8296
 AC8296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8296.See file dsdata.pdf to determine how the superseded data were derived.
 AC8296
 AC8296_MARKER: DB = BENCH MARK DISK
 AC8296_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8296_SP_SET: BULKHEAD
 AC8296_STAMPING: 7031 H 1988
 AC8296_MARK LOGO: NOS
 AC8296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8296+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 AC8296
 AC8296  HISTORY     - Date     Condition        Report By
 AC8296  HISTORY     - 1988     MONUMENTED       NOS
 AC8296  HISTORY     - 19950727 GOOD             NOS
 AC8296  HISTORY     - 19950815 GOOD             NOS
 AC8296  HISTORY     - 20050514 GOOD             INDIV
 AC8296  HISTORY     - 20100510 GOOD             NOS
 AC8296  HISTORY     - 20220818 GOOD             CO-OPS
 AC8296
 AC8296                          STATION DESCRIPTION
 AC8296
 AC8296'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8296'RECOVERED AS DESCRIBED.
 AC8296
 AC8296                          STATION RECOVERY (1995)
 AC8296
 AC8296'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8296'0.72 KM (0.45 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL IN
 AC8296'HOLLAND, THENCE 1.52 KM (0.95 MI) SOUTHWEST ALONG MICHIGAN AVE, THENCE
 AC8296'6.96 KM (4.30 MI) WEST ALONG 32ND STREET, THENCE 0.08 KM (0.05 MI)
 AC8296'WEST ALONG SOUTH SHORE DRIVE, IN TOP OF THE BULKHEAD OF THE PIER OWNED
 AC8296'BY ELDEAN SHIP YARD, 32.3 FEET (9.8 M) NW OF CENTERLINE OF SOUTH SHORE
 AC8296'DRIVE, 19.8 FEET (6.0 M) WSW OF W SIDE OF PIER LEADING TO WATER LEVEL
 AC8296'GAUGE, 0.5 FEET (15.2 CM) SSE OF NORTH FACE OF BULKHEAD, SET FLUSH IN
 AC8296'TOP OF BULKHEAD 0.5 FEET (15.2 CM) ABOVE GROUND.
 AC8296
 AC8296                          STATION RECOVERY (2005)
 AC8296
 AC8296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AC8296'130' SE OF SW CORNER OF PIPER RESTAURANT
 AC8296
 AC8296                          STATION RECOVERY (2010)
 AC8296
 AC8296'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 AC8296'RECOVERED AS DESCRIBED.
 AC8296
 AC8296                          STATION RECOVERY (2022)
 AC8296
 AC8296'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6703 ***********************************************************************
 DQ6703  DESIGNATION -  908 7031 HOLLAND
 DQ6703  PID         -  DQ6703
 DQ6703  STATE/COUNTY-  MI/OTTAWA
 DQ6703  COUNTRY     -  US
 DQ6703  USGS QUAD   -  HOLLAND WEST (2017)
 DQ6703
 DQ6703                         *CURRENT SURVEY CONTROL
 DQ6703  ______________________________________________________________________
 DQ6703* NAD 83(1986) POSITION- 42 46 24.0    (N) 086 12 46.1    (W)   HD_HELD2
 DQ6703* NAVD 88 ORTHO HEIGHT -   178.786 (meters)      586.57  (feet) ADJUSTED
 DQ6703  ______________________________________________________________________
 DQ6703  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 DQ6703  DYNAMIC HEIGHT  -        178.742 (meters)      586.42  (feet) COMP
 DQ6703  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 DQ6703
 DQ6703  VERT ORDER      -  SECOND    CLASS I
 DQ6703
 DQ6703.The horizontal coordinates were established by autonomous hand held GPS
 DQ6703.observations and have an estimated accuracy of +/- 10 meters.
 DQ6703
 DQ6703.The orthometric height was determined by differential leveling and
 DQ6703.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6703.in July 2018.
 DQ6703
 DQ6703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6703.GEOID18 height accuracy estimate available here.
 DQ6703
 DQ6703.Click photographs - Photos may exist for this station.
 DQ6703
 DQ6703.The dynamic height is computed by dividing the NAVD 88
 DQ6703.geopotential number by the normal gravity value computed on the
 DQ6703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6703.degrees latitude (g = 980.6199 gals.).
 DQ6703
 DQ6703.The modeled gravity was interpolated from observed gravity values.
 DQ6703
 DQ6703;                    North         East    Units  Estimated Accuracy
 DQ6703;SPC MI S     -   143,095.    3,848,938.      MT  (+/- 10 meters HH2 GPS)
 DQ6703
 DQ6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6439835944(NAD 83)
 DQ6703
 DQ6703                          SUPERSEDED SURVEY CONTROL
 DQ6703
 DQ6703.No superseded survey control is available for this station.
 DQ6703
 DQ6703_MARKER: DB = BENCH MARK DISK
 DQ6703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ6703_SP_SET: TOWER BASE
 DQ6703_STAMPING: HOLLAND 2009
 DQ6703_MARK LOGO: NOS
 DQ6703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ6703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6703+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DQ6703
 DQ6703  HISTORY     - Date     Condition        Report By
 DQ6703  HISTORY     - 20100510 MONUMENTED       NOS
 DQ6703  HISTORY     - 20220818 GOOD             CO-OPS
 DQ6703
 DQ6703                          STATION DESCRIPTION
 DQ6703
 DQ6703'DESCRIBED BY NATIONAL OCEAN SERVICE 2010 (CSM)
 DQ6703'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF PORT SHELDON,
 DQ6703'8.2 MI (13.2 KM) NORTH OF SAUGATUCK AND 5.4 MI (8.7 KM) WEST OF
 DQ6703'HOLLAND.
 DQ6703'
 DQ6703'TO REACH FROM THE INTERSECTION OF SOUTH RIVER AVENUE AND DOUGLAS
 DQ6703'AVENUE, PROCEED WEST ON DOUGLAS AVE (OTTAWA BEACH RD) FOR 9.17 KM
 DQ6703'(5.70 MI) TO THE HOLLAND STATE PARK ENTRANCE, SET FLUSH IN THE
 DQ6703'SOUTHERN SIDE OF THE NORTHERN CONCRETE TOWER BASE TO THE ENTRANCE OF
 DQ6703'THE MACATAWA BAY.
 DQ6703'
 DQ6703'IT IS 4.3 M (14.1 FT) WEST OF THE EAST EDGE OF CONCRETE CELL, 0.8 M
 DQ6703'(2.6 FT) SOUTH OF THE NORTH EDGE OF GAUGE HOUSE, 0.1 M (0.3 FT) OF
 DQ6703'ALUMINUM ROHN TOWER WITH METROPOLITAN SENSORS.
 DQ6703
 DQ6703                          STATION RECOVERY (2022)
 DQ6703
 DQ6703'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ6703'RECOVERED IN GOOD CONDITION.
 DQ6703'
 DQ6703'NOTE-BENCH MARK IS LOCATED AT HOLLAND STATE PARK.  ADDRESS IS 2215
 DQ6703'OTTAWA BEACH ROAD HOLLAND MI 49424.  NOTIFY BEFORE ENTRANCE.
 DQ6703'
 DQ6703'NOTE-CONTACT JOYCE RHODES (DNR SUPERVISOR) PHONE NUMBER-616-399-9390
 DQ6703'OR THE PARK RANGERS OFFICE AT 616-335-0062.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5303 ***********************************************************************
 AH5303  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH5303  DESIGNATION -  908 7031 J
 AH5303  PID         -  AH5303
 AH5303  STATE/COUNTY-  MI/ALLEGAN
 AH5303  COUNTRY     -  US
 AH5303  USGS QUAD   -  HOLLAND WEST (2017)
 AH5303
 AH5303                         *CURRENT SURVEY CONTROL
 AH5303  ______________________________________________________________________
 AH5303* NAD 83(2011) POSITION- 42 45 41.15451(N) 086 11 42.49032(W)   ADJUSTED
 AH5303* NAD 83(2011) ELLIP HT-   149.704 (meters)        (06/27/12)   ADJUSTED
 AH5303* NAD 83(2011) EPOCH   -  2010.00
 AH5303* NAVD 88 ORTHO HEIGHT -   183.168 (meters)      600.94  (feet) ADJUSTED
 AH5303  ______________________________________________________________________
 AH5303  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 AH5303  NAD 83(2011) X  -    311,228.322 (meters)                     COMP
 AH5303  NAD 83(2011) Y  - -4,679,759.841 (meters)                     COMP
 AH5303  NAD 83(2011) Z  -  4,308,183.024 (meters)                     COMP
 AH5303  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 AH5303  DYNAMIC HEIGHT  -        183.122 (meters)      600.79  (feet) COMP
 AH5303  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 AH5303
 AH5303  VERT ORDER      -  SECOND    CLASS I
 AH5303
 AH5303  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5303  Standards:
 AH5303         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5303            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5303  -------------------------------------------------------------------
 AH5303  NETWORK    0.33   0.71           0.15   0.12   0.36     -0.01875945
 AH5303  -------------------------------------------------------------------
 AH5303  Click here for local accuracies and other accuracy information.
 AH5303
 AH5303.The horizontal coordinates were established by GPS observations
 AH5303.and adjusted by the National Geodetic Survey in June 2012.
 AH5303
 AH5303.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5303.been affixed to the stable North American tectonic plate. See 
 AH5303.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5303
 AH5303.The horizontal coordinates are valid at the epoch date displayed above
 AH5303.which is a decimal equivalence of Year/Month/Day.
 AH5303
 AH5303.The orthometric height was determined by differential leveling and
 AH5303.adjusted by the NATIONAL GEODETIC SURVEY
 AH5303.in July 2018.
 AH5303
 AH5303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5303.GEOID18 height accuracy estimate available here.
 AH5303
 AH5303.This Water Level Mark is designated as VM 18300
 AH5303.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5303
 AH5303.Click photographs - Photos may exist for this station.
 AH5303
 AH5303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5303
 AH5303.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5303
 AH5303.The ellipsoidal height was determined by GPS observations
 AH5303.and is referenced to NAD 83.
 AH5303
 AH5303.The dynamic height is computed by dividing the NAVD 88
 AH5303.geopotential number by the normal gravity value computed on the
 AH5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5303.degrees latitude (g = 980.6199 gals.).
 AH5303
 AH5303.The modeled gravity was interpolated from observed gravity values.
 AH5303
 AH5303. The following values were computed from the NAD 83(2011) position.
 AH5303
 AH5303;                    North         East     Units Scale Factor Converg.
 AH5303;SPC MI S     -   141,741.401 3,850,354.653   MT  0.99990919   -1 14 39.6
 AH5303;SPC MI S     -   465,030.84 12,632,397.16   iFT  0.99990919   -1 14 39.6
 AH5303;UTM  16      - 4,734,636.823   565,856.531   MT  0.99965336   +0 32 47.3
 AH5303
 AH5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5303!SPC MI S     -   0.99997652  x   0.99990919  =   0.99988571
 AH5303!UTM  16      -   0.99997652  x   0.99965336  =   0.99962989
 AH5303
 AH5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6585634636(NAD 83)
 AH5303
 AH5303                          SUPERSEDED SURVEY CONTROL
 AH5303
 AH5303  NAD 83(2007)-  42 45 41.15470(N)    086 11 42.49118(W) AD(2002.00) 0
 AH5303  ELLIP H (02/10/07)  149.723  (m)                       GP(2002.00)    
 AH5303  NAD 83(1997)-  42 45 41.15483(N)    086 11 42.49176(W) AD(       ) A
 AH5303  ELLIP H (04/28/99)  149.741  (m)                       GP(       ) 3 1
 AH5303  NAVD 88 (08/23/11)  183.2    (m)  GEOID09  model used  GPS OBS        
 AH5303  NAVD 88 (10/11/07)  183.2    (m)  GEOID03  model used  GPS OBS        
 AH5303  NAVD 88 (04/28/99)  183.3    (m)  GEOID96  model used  GPS OBS        
 AH5303
 AH5303.Superseded values are not recommended for survey control.
 AH5303
 AH5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5303.See file dsdata.pdf to determine how the superseded data were derived.
 AH5303
 AH5303_MARKER: F = FLANGE-ENCASED ROD
 AH5303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5303_STAMPING: 7031 J 1997
 AH5303_MARK LOGO: NGS
 AH5303_PROJECTION: FLUSH
 AH5303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5303+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 AH5303_ROD/PIPE-DEPTH: 9.1 meters
 AH5303
 AH5303  HISTORY     - Date     Condition        Report By
 AH5303  HISTORY     - 1997     MONUMENTED       NOS
 AH5303  HISTORY     - 19971203 GOOD             NGS
 AH5303  HISTORY     - 2005     GOOD             NGS
 AH5303  HISTORY     - 20100510 GOOD             NOS
 AH5303  HISTORY     - 20100711 GOOD             NGS
 AH5303  HISTORY     - 20150806 GOOD             NGS
 AH5303  HISTORY     - 20220801 GOOD             NOS
 AH5303  HISTORY     - 20220818 GOOD             CO-OPS
 AH5303
 AH5303                          STATION DESCRIPTION
 AH5303
 AH5303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5303'LOCATED ON THE SOUTH SIDE OF AND NEAR THE WEST END OF LAKE MACATAWA IN
 AH5303'THE VILLAGE OF MACATAWA, 0.3 MI (0.5 KM) SOUTH ALONG STATE HIGHWAY 31
 AH5303'(RIVER AVENUE FROM THE CITY HALL AND 11TH STREET IN HOLLAND, THEN 1.1
 AH5303'MI (1.8 KM) WEST ALONG 17TH STREET, THEN 3.8 MI (6.1 KM)
 AH5303'WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, THEN 0.15 MI (0.24 KM)
 AH5303'SOUTHEAST ALONG THIRTY SECOND STREET, THEN 0.4 MI (0.6 KM) SOUTH ALONG
 AH5303'66TH STREET, THEN 0.05 MI (0.08 KM) EAST ALONG 147TH AVENUE TO THE
 AH5303'STATION ON THE RIGHT ACROSS THE AVENUE FROM THE RESIDENCE NUMBER 6591
 AH5303'147TH AVENUE.  ALSO CAN BE REACHED BY TRAVELING 4.0 MI (6.4 KM) WEST
 AH5303'ALONG 147TH AVENUE FROM ITS JUNCTION WITH BUSINESS ROUTE 31 IN
 AH5303'HOLLAND.  RK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A
 AH5303'5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER SURROUNDED BY CONCRETE
 AH5303'AND FLUSH WITH GROUND LEVEL.  IT IS, 316.3 FT (96.4 M) EAST-SOUTHEAST
 AH5303'OF THE INTERSECTION OF 66TH STREET AND 147TH AVENUE, 160.0 FT (48.8 M)
 AH5303'SOUTHEAST AND ACROSS THE AVENUE FROM THE NORTHWEST CORNER OF HOUSE
 AH5303'NUMBER 6591, 149.0 FT (45.4 M) WEST OF A SMALL GROUP (10) OF MAPLES 3
 AH5303'TO 5 INCHES IN DIAMETER, 117.6 FT (35.8 M) SOUTHEAST AND ACROSS THE
 AH5303'AVENUE FROM THE NORTHEAST CORNER OF HOUSE, 64.0 FT (19.5 M) EAST OF A
 AH5303'NAIL AND WASHER IN A LONE 10 INCH DIAMETER PINE TREE, 29.0 FT (8.8 M)
 AH5303'SOUTH OF THE CENTERLINE OF 147TH AVENUE, 5.0 FT (1.5 M) NORTH OF THE
 AH5303'NORTH EDGE OF A FIELD AND NEAR THE SOUTH SIDE OF A SMALL DITCH ON THE
 AH5303'SOUTH SIDE OF THE AVENUE.
 AH5303
 AH5303                          STATION RECOVERY (2005)
 AH5303
 AH5303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AH5303'REFERENCES ARE ADEQUATE, NEW TO-REACH FOLLOWS.
 AH5303'
 AH5303'TO REACH FROM THE JUNCTION OF INTERSTATE 196 EXIT 44 AND THE SOUTHERLY
 AH5303'TERMINUS OF INTERSTATE 196 BUSINESS LOOP (US ROUTE 31) JUST SOUTH OF
 AH5303'HOLLAND, GO NORTHEAST 2.0 MI (3.22 KM) ON ROUTE 31 TO EXIT 47B
 AH5303'WASHINGTON AVENUE AND EXIT OFF TO THE LEFT.  GO NORTH 1.0 MI (1.61 KM)
 AH5303'ON WASHINGTON AVENUE TO A CROSSROAD, TURN LEFT AND GO WEST 4.0 MI
 AH5303'(6.44 KM) ON 32ND ST (OTTOGAN ST) TO A SHIPYARD ON THE RIGHT AND THE
 AH5303'JUNCTION WITH 66TH STREET ON THE LEFT.  TURN LEFT AND GO 0.4 MI (0.64
 AH5303'KM) SOUTH ON 66TH STREET, THEN LEFT AGAIN AND GO 0.1 MI (0.16 KM) EAST
 AH5303'ON 147TH STREET TO THE STATION ON THE RIGHT.
 AH5303
 AH5303                          STATION RECOVERY (2010)
 AH5303
 AH5303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 AH5303'RECOVERED AS DESCRIBED.
 AH5303
 AH5303                          STATION RECOVERY (2010)
 AH5303
 AH5303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AH5303'RECOVERED AS DESCRIBED.
 AH5303
 AH5303                          STATION RECOVERY (2015)
 AH5303
 AH5303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AH5303'RECOVERED AS DESCRIBED.
 AH5303
 AH5303                          STATION RECOVERY (2022)
 AH5303
 AH5303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (KSJ)
 AH5303'RECOVERED IN GOOD CONDITION.
 AH5303
 AH5303                          STATION RECOVERY (2022)
 AH5303
 AH5303'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AH5303'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6704 ***********************************************************************
 DQ6704  DESIGNATION -  908 7031 K
 DQ6704  PID         -  DQ6704
 DQ6704  STATE/COUNTY-  MI/OTTAWA
 DQ6704  COUNTRY     -  US
 DQ6704  USGS QUAD   -  HOLLAND WEST (2017)
 DQ6704
 DQ6704                         *CURRENT SURVEY CONTROL
 DQ6704  ______________________________________________________________________
 DQ6704* NAD 83(1986) POSITION- 42 46 22.8    (N) 086 12 25.5    (W)   HD_HELD2
 DQ6704* NAVD 88 ORTHO HEIGHT -   178.018 (meters)      584.05  (feet) ADJUSTED
 DQ6704  ______________________________________________________________________
 DQ6704  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 DQ6704  DYNAMIC HEIGHT  -        177.973 (meters)      583.90  (feet) COMP
 DQ6704  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 DQ6704
 DQ6704  VERT ORDER      -  SECOND    CLASS I
 DQ6704
 DQ6704.The horizontal coordinates were established by autonomous hand held GPS
 DQ6704.observations and have an estimated accuracy of +/- 10 meters.
 DQ6704
 DQ6704.The orthometric height was determined by differential leveling and
 DQ6704.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6704.in July 2018.
 DQ6704
 DQ6704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6704.GEOID18 height accuracy estimate available here.
 DQ6704
 DQ6704.Click photographs - Photos may exist for this station.
 DQ6704
 DQ6704.The dynamic height is computed by dividing the NAVD 88
 DQ6704.geopotential number by the normal gravity value computed on the
 DQ6704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6704.degrees latitude (g = 980.6199 gals.).
 DQ6704
 DQ6704.The modeled gravity was interpolated from observed gravity values.
 DQ6704
 DQ6704;                    North         East    Units  Estimated Accuracy
 DQ6704;SPC MI S     -   143,047.    3,849,405.      MT  (+/- 10 meters HH2 GPS)
 DQ6704
 DQ6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6486635912(NAD 83)
 DQ6704
 DQ6704                          SUPERSEDED SURVEY CONTROL
 DQ6704
 DQ6704.No superseded survey control is available for this station.
 DQ6704
 DQ6704_MARKER: F = FLANGE-ENCASED ROD
 DQ6704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ6704_STAMPING: 908 7031 K 2010
 DQ6704_MARK LOGO: NGS
 DQ6704_PROJECTION: FLUSH
 DQ6704_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ6704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6704+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DQ6704_ROD/PIPE-DEPTH: 65.7 meters
 DQ6704
 DQ6704  HISTORY     - Date     Condition        Report By
 DQ6704  HISTORY     - 20100510 MONUMENTED       NOS
 DQ6704  HISTORY     - 20220818 GOOD             CO-OPS
 DQ6704
 DQ6704                          STATION DESCRIPTION
 DQ6704
 DQ6704'DESCRIBED BY NATIONAL OCEAN SERVICE 2010 (CSM)
 DQ6704'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF PORT SHELDON,
 DQ6704'8.2 MI (13.2 KM) NORTH OF SAUGATUCK AND 5.1 MI (8.2 KM) WEST-SOUTHWEST
 DQ6704'OF HOLLAND.
 DQ6704'
 DQ6704'TO REACH FROM THE INTERSECTION OF SOUTH RIVER AVENUE AND DOUGLAS
 DQ6704'AVENUE, PROCEED WEST ON DOUGLAS AVE (OTTAWA BEACH RD) FOR 9.17 KM
 DQ6704'(5.70 MI) TO THE HOLLAND STATE PARK ENTRANCE, SET FLUSH WITH THE PAVED
 DQ6704'SIDEWALK.
 DQ6704'
 DQ6704'IT IS 34.73 M (113.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 DQ6704'SOUTHERN MOST DNR GUARD SHACK, 29.93 M (98.2 FT) NORTH OF THE EDGE OF
 DQ6704'THE CHANNELS BULKHEAD, 18.04 M (59.2 FT) SOUTH FROM THE CENTERLINE OF
 DQ6704'OTTAWA BEACH ROAD.
 DQ6704
 DQ6704                          STATION RECOVERY (2022)
 DQ6704
 DQ6704'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ6704'RECOVERED IN GOOD CONDITION.
 DQ6704'
 DQ6704'NOTE-BENCH MARK IS LOCATED AT THE ENTRANCE TO THE HOLLAND STATE PARK.
 DQ6704'ADDRESS IS 2215 OTTAWA BEACH ROAD HOLLAND MI 49424.  NOTIFY BEFORE
 DQ6704'ENTRANCE.
 DQ6704'
 DQ6704'NOTE-CONTACT JOYCE RHODES (DNR SUPERVISOR) PHONE NUMBER-616-399-9390
 DQ6704'OR THE PARK RANGERS OFFICE AT 616-335-0062.
 DQ6704'
 DQ6704'NOTE-MARK IS A DEEP ROD MARK THAT IS USUALLY COVERED WITH A FOOT OF
 DQ6704'SAND AND THERE WAS A WITNESS POST NEARBY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0412 ***********************************************************************
 NG0412  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NG0412  DESIGNATION -  908 7031 LAMP
 NG0412  PID         -  NG0412
 NG0412  STATE/COUNTY-  MI/OTTAWA
 NG0412  COUNTRY     -  US
 NG0412  USGS QUAD   -  HOLLAND WEST (2017)
 NG0412
 NG0412                         *CURRENT SURVEY CONTROL
 NG0412  ______________________________________________________________________
 NG0412* NAD 83(1986) POSITION- 42 46 06.0    (N) 086 11 58.6    (W)   HD_HELD2
 NG0412* NAVD 88 ORTHO HEIGHT -   177.811 (meters)      583.37  (feet) ADJUSTED
 NG0412  ______________________________________________________________________
 NG0412  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 NG0412  DYNAMIC HEIGHT  -        177.767 (meters)      583.22  (feet) COMP
 NG0412  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 NG0412
 NG0412  VERT ORDER      -  FIRST     CLASS II
 NG0412
 NG0412.The horizontal coordinates were established by autonomous hand held GPS
 NG0412.observations and have an estimated accuracy of +/- 10 meters.
 NG0412
 NG0412.The orthometric height was determined by differential leveling and
 NG0412.adjusted by the NATIONAL GEODETIC SURVEY
 NG0412.in June 1991.
 NG0412
 NG0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0412.GEOID18 height accuracy estimate available here.
 NG0412
 NG0412.This Water Level Mark is designated as VM 13194
 NG0412.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NG0412
 NG0412.Click photographs - Photos may exist for this station.
 NG0412
 NG0412.The dynamic height is computed by dividing the NAVD 88
 NG0412.geopotential number by the normal gravity value computed on the
 NG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0412.degrees latitude (g = 980.6199 gals.).
 NG0412
 NG0412.The modeled gravity was interpolated from observed gravity values.
 NG0412
 NG0412;                    North         East    Units  Estimated Accuracy
 NG0412;SPC MI S     -   142,516.    3,850,005.      MT  (+/- 10 meters HH2 GPS)
 NG0412
 NG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6548335399(NAD 83)
 NG0412
 NG0412                          SUPERSEDED SURVEY CONTROL
 NG0412
 NG0412.No superseded survey control is available for this station.
 NG0412
 NG0412_MARKER: F = FLANGE-ENCASED ROD
 NG0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0412_MARK LOGO: NGS
 NG0412_PROJECTION: RECESSED 20 CENTIMETERS
 NG0412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0412+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 NG0412_ROD/PIPE-DEPTH: 5.5 meters
 NG0412
 NG0412  HISTORY     - Date     Condition        Report By
 NG0412  HISTORY     - 1959     MONUMENTED       USLS
 NG0412  HISTORY     - 1984     GOOD             NGS
 NG0412  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0412  HISTORY     - 19940815 GOOD             NOS
 NG0412  HISTORY     - 19950727 GOOD             NOS
 NG0412  HISTORY     - 19970308 GOOD             USPSQD
 NG0412  HISTORY     - 20020325 GOOD             USPSQD
 NG0412  HISTORY     - 20050514 GOOD             INDIV
 NG0412  HISTORY     - 20100510 GOOD             NOS
 NG0412  HISTORY     - 20220818 GOOD             CO-OPS
 NG0412
 NG0412                          STATION DESCRIPTION
 NG0412
 NG0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0412'8.4 KM (5.25 MI) WSW FROM HOLLAND.
 NG0412'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.8 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.0 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.6 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.9 FT)
 NG0412'SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE BASE
 NG0412'OF THE CONCRETE STEPS, 0.30 METERS (1.0 FT) NORTHWEST OF A CONCRETE
 NG0412'RETAINING WALL WHICH PROJECTS 0.46 METERS (1.5 FT), AND 0.24 METERS
 NG0412'(0.8 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412'THE MARK IS 0.27 METERS  NW FROM A WITNESS POST.
 NG0412'THE MARK IS ABOVE LEVEL WITH SOUTH SHORE DRIVE.
 NG0412
 NG0412                          STATION RECOVERY (1988)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0412'MARK NOT FOUND.
 NG0412
 NG0412                          STATION RECOVERY (1994)
 NG0412
 NG0412'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0412'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.80 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.58 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.89
 NG0412'FT) SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE
 NG0412'BASE OF THE CONCRETE STEPS, 0.30 METERS (0.98 FT) NORTHWEST OF A
 NG0412'CONCRETE RETAINING WALL WHICH PROJECTS 0.46 METERS (1.51 FT) , AND
 NG0412'0.24 METERS (0.79 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412
 NG0412                          STATION RECOVERY (1995)
 NG0412
 NG0412'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0412'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.80 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.58 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.89
 NG0412'FT) SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE
 NG0412'BASE OF THE CONCRETE STEPS, 0.30 METERS (0.98 FT) NORTHWEST OF A
 NG0412'CONCRETE RETAINING WALL WHICH PROJECTS 0.46 METERS (1.51 FT) , AND
 NG0412'0.24 METERS (0.79 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412
 NG0412                          STATION RECOVERY (1997)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412
 NG0412                          STATION RECOVERY (2002)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412
 NG0412                          STATION RECOVERY (2005)
 NG0412
 NG0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412
 NG0412                          STATION RECOVERY (2010)
 NG0412
 NG0412'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2010 (CSM)
 NG0412'RECOVERED AS DESCRIBED.
 NG0412
 NG0412                          STATION RECOVERY (2022)
 NG0412
 NG0412'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412'
 NG0412'NOTE-THERE IS BLACK IRON TRELLIS INSTALLED AT THE ENTRANCE OF THE
 NG0412'STEPS WHERE THE BENCH MARK IS LOCATED.  BENCH MARK WAS SURVEYED WITH A
 NG0412'2 M (6.6 FT) ROD.
 NG0412'
 NG0412'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO
 NG0412'CAP. CAP IS NOW MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0456 ***********************************************************************
 NG0456  DESIGNATION -  908 7036 CUT
 NG0456  PID         -  NG0456
 NG0456  STATE/COUNTY-  MI/BERRIEN
 NG0456  COUNTRY     -  US
 NG0456  USGS QUAD   -  BENTON HARBOR (2017)
 NG0456
 NG0456                         *CURRENT SURVEY CONTROL
 NG0456  ______________________________________________________________________
 NG0456* NAD 83(1986) POSITION- 42 06 49.     (N) 086 29 07.     (W)   SCALED
 NG0456* NAVD 88 ORTHO HEIGHT -   178.237 (meters)      584.77  (feet) ADJUSTED
 NG0456  ______________________________________________________________________
 NG0456  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 NG0456  DYNAMIC HEIGHT  -        178.178 (meters)      584.57  (feet) COMP
 NG0456  MODELED GRAVITY -    980,287.5   (mgal)                       NAVD 88
 NG0456
 NG0456  VERT ORDER      -  FIRST     CLASS II
 NG0456
 NG0456.The horizontal coordinates were scaled from a map and have
 NG0456.an estimated accuracy of +/- 6 seconds.
 NG0456
 NG0456.The orthometric height was determined by differential leveling and
 NG0456.adjusted by the NATIONAL GEODETIC SURVEY
 NG0456.in June 1991.
 NG0456
 NG0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0456.GEOID18 height accuracy estimate available here.
 NG0456
 NG0456.Click photographs - Photos may exist for this station.
 NG0456
 NG0456.The dynamic height is computed by dividing the NAVD 88
 NG0456.geopotential number by the normal gravity value computed on the
 NG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0456.degrees latitude (g = 980.6199 gals.).
 NG0456
 NG0456.The modeled gravity was interpolated from observed gravity values.
 NG0456
 NG0456;                    North         East    Units  Estimated Accuracy
 NG0456;SPC MI S     -    70,360.    3,824,800.      MT  (+/- 180 meters Scaled)
 NG0456
 NG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM425625(NAD 83)
 NG0456
 NG0456                          SUPERSEDED SURVEY CONTROL
 NG0456
 NG0456  NGVD 29 (01/19/93)  178.396  (m)          585.29   (f) ADJUSTED    1 2
 NG0456
 NG0456.Superseded values are not recommended for survey control.
 NG0456
 NG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0456.See file dsdata.pdf to determine how the superseded data were derived.
 NG0456
 NG0456_MARKER: Z = SEE DESCRIPTION
 NG0456_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NG0456+WITH SETTING: PAVEMENT
 NG0456_SP_SET: DOCK
 NG0456_MARK LOGO: NONE
 NG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0456+STABILITY: SURFACE MOTION
 NG0456
 NG0456  HISTORY     - Date     Condition        Report By
 NG0456  HISTORY     - UNK      MONUMENTED       USLS
 NG0456  HISTORY     - 1985     GOOD             NGS
 NG0456
 NG0456                          STATION DESCRIPTION
 NG0456
 NG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0456'IN ST JOSEPH.
 NG0456'IN ST JOSEPH, AT 127 NORTH PIER STREET, 2 CHISELED LINES IN THE METAL
 NG0456'PLATEING AT THE NORTHEAST CORNER OF THE COAST GUARD DOCK, 25.3 M (83.0
 NG0456'FT) EAST OF THE SOUTHEAST CORNER OF 127 NORTH PIER STREET (COAST GUARD
 NG0456'OFFICE BUILDING), 15.2 M (49.9 FT) SOUTHEAST OF THE SOUTH CORNER OF A
 NG0456'CONCRETE BASE FOR A FLAG POLE, 0.4 M (1.3 FT) EAST OF THE SOUTHEAST
 NG0456'END OF A CHAIN LINK FENCE, AND 0.3 M (1.0 FT) NORTH OF A WATER LEVEL
 NG0456'GAGE WELL.
 NG0456'THE MARK IS ABOVE LEVEL WITH THE DOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0455 ***********************************************************************
 NG0455  DESIGNATION -  908 7036 WL 236
 NG0455  PID         -  NG0455
 NG0455  STATE/COUNTY-  MI/BERRIEN
 NG0455  COUNTRY     -  US
 NG0455  USGS QUAD   -  BENTON HARBOR (2017)
 NG0455
 NG0455                         *CURRENT SURVEY CONTROL
 NG0455  ______________________________________________________________________
 NG0455* NAD 83(1986) POSITION- 42 06 50.     (N) 086 29 06.     (W)   SCALED
 NG0455* NAVD 88 ORTHO HEIGHT -   179.238 (meters)      588.05  (feet) ADJUSTED
 NG0455  ______________________________________________________________________
 NG0455  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 NG0455  DYNAMIC HEIGHT  -        179.178 (meters)      587.85  (feet) COMP
 NG0455  MODELED GRAVITY -    980,287.6   (mgal)                       NAVD 88
 NG0455
 NG0455  VERT ORDER      -  FIRST     CLASS II
 NG0455
 NG0455.The horizontal coordinates were scaled from a map and have
 NG0455.an estimated accuracy of +/- 6 seconds.
 NG0455
 NG0455.The orthometric height was determined by differential leveling and
 NG0455.adjusted by the NATIONAL GEODETIC SURVEY
 NG0455.in June 1991.
 NG0455
 NG0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0455.GEOID18 height accuracy estimate available here.
 NG0455
 NG0455.Click photographs - Photos may exist for this station.
 NG0455
 NG0455.The dynamic height is computed by dividing the NAVD 88
 NG0455.geopotential number by the normal gravity value computed on the
 NG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0455.degrees latitude (g = 980.6199 gals.).
 NG0455
 NG0455.The modeled gravity was interpolated from observed gravity values.
 NG0455
 NG0455;                    North         East    Units  Estimated Accuracy
 NG0455;SPC MI S     -    70,390.    3,824,830.      MT  (+/- 180 meters Scaled)
 NG0455
 NG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM425625(NAD 83)
 NG0455
 NG0455                          SUPERSEDED SURVEY CONTROL
 NG0455
 NG0455  NGVD 29 (01/19/93)  179.397  (m)          588.57   (f) ADJUSTED    1 2
 NG0455
 NG0455.Superseded values are not recommended for survey control.
 NG0455
 NG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0455.See file dsdata.pdf to determine how the superseded data were derived.
 NG0455
 NG0455_MARKER: DD = SURVEY DISK
 NG0455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0455_SP_SET: BUILDING
 NG0455_STAMPING: WL 236 1935 RCH
 NG0455_MARK LOGO: USLS
 NG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0455+STABILITY: SURFACE MOTION
 NG0455
 NG0455  HISTORY     - Date     Condition        Report By
 NG0455  HISTORY     - 1935     MONUMENTED       USLS
 NG0455  HISTORY     - 1985     GOOD             NGS
 NG0455
 NG0455                          STATION DESCRIPTION
 NG0455
 NG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0455'IN ST JOSEPH.
 NG0455'IN ST JOSEPH, AT 127 NORTH PIER STREET, SET VERTICALLY IN THE
 NG0455'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE COAST GUARD OFFICE
 NG0455'BUILDING, AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 NG0455'BUILDING AT 127 NORTH PIER STREET.
 NG0455'THE MARK IS 0.7 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0454 ***********************************************************************
 NG0454  DESIGNATION -  908 7036 WL 237
 NG0454  PID         -  NG0454
 NG0454  STATE/COUNTY-  MI/BERRIEN
 NG0454  COUNTRY     -  US
 NG0454  USGS QUAD   -  BENTON HARBOR (2017)
 NG0454
 NG0454                         *CURRENT SURVEY CONTROL
 NG0454  ______________________________________________________________________
 NG0454* NAD 83(1986) POSITION- 42 06 51.     (N) 086 29 04.     (W)   SCALED
 NG0454* NAVD 88 ORTHO HEIGHT -   179.910 (meters)      590.25  (feet) ADJUSTED
 NG0454  ______________________________________________________________________
 NG0454  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 NG0454  DYNAMIC HEIGHT  -        179.850 (meters)      590.06  (feet) COMP
 NG0454  MODELED GRAVITY -    980,287.6   (mgal)                       NAVD 88
 NG0454
 NG0454  VERT ORDER      -  FIRST     CLASS II
 NG0454
 NG0454.The horizontal coordinates were scaled from a map and have
 NG0454.an estimated accuracy of +/- 6 seconds.
 NG0454
 NG0454.The orthometric height was determined by differential leveling and
 NG0454.adjusted by the NATIONAL GEODETIC SURVEY
 NG0454.in June 1991.
 NG0454
 NG0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0454.GEOID18 height accuracy estimate available here.
 NG0454
 NG0454.Click photographs - Photos may exist for this station.
 NG0454
 NG0454.The dynamic height is computed by dividing the NAVD 88
 NG0454.geopotential number by the normal gravity value computed on the
 NG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0454.degrees latitude (g = 980.6199 gals.).
 NG0454
 NG0454.The modeled gravity was interpolated from observed gravity values.
 NG0454
 NG0454;                    North         East    Units  Estimated Accuracy
 NG0454;SPC MI S     -    70,420.    3,824,870.      MT  (+/- 180 meters Scaled)
 NG0454
 NG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM426625(NAD 83)
 NG0454
 NG0454                          SUPERSEDED SURVEY CONTROL
 NG0454
 NG0454  NGVD 29 (01/19/93)  180.069  (m)          590.78   (f) ADJUSTED    1 2
 NG0454
 NG0454.Superseded values are not recommended for survey control.
 NG0454
 NG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0454.See file dsdata.pdf to determine how the superseded data were derived.
 NG0454
 NG0454_MARKER: DD = SURVEY DISK
 NG0454_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0454_SP_SET: BUILDING
 NG0454_STAMPING: WL 237 1935 RCH
 NG0454_MARK LOGO: USLS
 NG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0454+STABILITY: SURFACE MOTION
 NG0454
 NG0454  HISTORY     - Date     Condition        Report By
 NG0454  HISTORY     - 1935     MONUMENTED       USLS
 NG0454  HISTORY     - 1985     GOOD             NGS
 NG0454
 NG0454                          STATION DESCRIPTION
 NG0454
 NG0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0454'IN ST JOSEPH.
 NG0454'IN ST JOSEPH, AT 127 NORTH PIER STREET, SET VERTICALLY IN THE SOUTH
 NG0454'FACE OF THE BRICK WALL OF THE MICHIGAN NATIONAL GUARD BUILDING, 91.0 M
 NG0454'(298.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF 127 NORTH PIER STREET,
 NG0454'(COAST GUARD OFFICE BUILDING), AND 0.5 M (1.6 FT) WEST OF THE
 NG0454'SOUTHEAST CORNER OF THE BUILDING.
 NG0454'THE MARK IS 0.9 M ABOVE A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2168 ***********************************************************************
 ME2168  DESIGNATION -  908 7037 D
 ME2168  PID         -  ME2168
 ME2168  STATE/COUNTY-  MI/BERRIEN
 ME2168  COUNTRY     -  US
 ME2168  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2168
 ME2168                         *CURRENT SURVEY CONTROL
 ME2168  ______________________________________________________________________
 ME2168* NAD 83(1986) POSITION- 41 47 51.65   (N) 086 44 48.01   (W)   HD_HELD1
 ME2168* NAVD 88 ORTHO HEIGHT -   183.260 (meters)      601.25  (feet) ADJUSTED
 ME2168  ______________________________________________________________________
 ME2168  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 ME2168  DYNAMIC HEIGHT  -        183.193 (meters)      601.03  (feet) COMP
 ME2168  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME2168
 ME2168  VERT ORDER      -  FIRST     CLASS II
 ME2168
 ME2168.The horizontal coordinates were determined by differentially corrected
 ME2168.hand held GPS observations or other comparable positioning techniques
 ME2168.and have an estimated accuracy of +/- 3 meters.
 ME2168
 ME2168.The orthometric height was determined by differential leveling and
 ME2168.adjusted by the NATIONAL GEODETIC SURVEY
 ME2168.in June 1991.
 ME2168
 ME2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2168.GEOID18 height accuracy estimate available here.
 ME2168
 ME2168.Click photographs - Photos may exist for this station.
 ME2168
 ME2168.The dynamic height is computed by dividing the NAVD 88
 ME2168.geopotential number by the normal gravity value computed on the
 ME2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2168.degrees latitude (g = 980.6199 gals.).
 ME2168
 ME2168.The modeled gravity was interpolated from observed gravity values.
 ME2168
 ME2168;                    North         East    Units  Estimated Accuracy
 ME2168;SPC MI S     -    35,862.8   3,802,201.1     MT  (+/- 3 meters HH1 GPS) 
 ME2168
 ME2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2104627344(NAD 83)
 ME2168
 ME2168                          SUPERSEDED SURVEY CONTROL
 ME2168
 ME2168  NGVD 29 (01/19/93)  183.382  (m)          601.65   (f) ADJUSTED    1 2
 ME2168
 ME2168.Superseded values are not recommended for survey control.
 ME2168
 ME2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2168.See file dsdata.pdf to determine how the superseded data were derived.
 ME2168
 ME2168_MARKER: DJ = TIDAL STATION DISK
 ME2168_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2168_SP_SET: BRIDGE ABUTMENT
 ME2168_STAMPING: 7037 D 1977
 ME2168_MARK LOGO: NOS
 ME2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2168+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 ME2168
 ME2168  HISTORY     - Date     Condition        Report By
 ME2168  HISTORY     - 1977     MONUMENTED       NOS
 ME2168  HISTORY     - 1985     GOOD             NGS
 ME2168  HISTORY     - 19980606 GOOD             USPSQD
 ME2168  HISTORY     - 20010331 GOOD             NGS
 ME2168  HISTORY     - 20070527 GOOD             GEOCAC
 ME2168  HISTORY     - 20230330 GOOD             MIDT
 ME2168  HISTORY     - 20240521 GOOD             USPSQD
 ME2168
 ME2168                          STATION DESCRIPTION
 ME2168
 ME2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2168'IN NEW BUFFALO, AT THE INTERSECTION OF WHITTAKER STREET AND THE GALIEN
 ME2168'RIVER, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 ME2168'STREET BRIDGE SPANNING THE RIVER, 7.0 M (23.0 FT) SOUTHWEST OF THE
 ME2168'CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT) NORTHEAST OF THE
 ME2168'SOUTHWEST END OF THE ABUTMENT.  THE MARK IS 0.3 M BELOW THE STREET.
 ME2168
 ME2168                          STATION RECOVERY (1998)
 ME2168
 ME2168'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2168'RECOVERED IN GOOD CONDITION.
 ME2168
 ME2168                          STATION RECOVERY (2001)
 ME2168
 ME2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2168
 ME2168                          STATION RECOVERY (2007)
 ME2168
 ME2168'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 ME2168'RECOVERED IN GOOD CONDITION.
 ME2168
 ME2168                          STATION RECOVERY (2023)
 ME2168
 ME2168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 ME2168'RECOVERED IN GOOD CONDITION.
 ME2168
 ME2168                          STATION RECOVERY (2024)
 ME2168
 ME2168'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME2168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2169 ***********************************************************************
 ME2169  DESIGNATION -  908 7037 E
 ME2169  PID         -  ME2169
 ME2169  STATE/COUNTY-  MI/BERRIEN
 ME2169  COUNTRY     -  US
 ME2169  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2169
 ME2169                         *CURRENT SURVEY CONTROL
 ME2169  ______________________________________________________________________
 ME2169* NAD 83(1986) POSITION- 41 47 53.57   (N) 086 44 48.68   (W)   HD_HELD1
 ME2169* NAVD 88 ORTHO HEIGHT -   183.298 (meters)      601.37  (feet) ADJUSTED
 ME2169  ______________________________________________________________________
 ME2169  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 ME2169  DYNAMIC HEIGHT  -        183.231 (meters)      601.15  (feet) COMP
 ME2169  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME2169
 ME2169  VERT ORDER      -  FIRST     CLASS II
 ME2169
 ME2169.The horizontal coordinates were determined by differentially corrected
 ME2169.hand held GPS observations or other comparable positioning techniques
 ME2169.and have an estimated accuracy of +/- 3 meters.
 ME2169
 ME2169.The orthometric height was determined by differential leveling and
 ME2169.adjusted by the NATIONAL GEODETIC SURVEY
 ME2169.in June 1991.
 ME2169
 ME2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2169.GEOID18 height accuracy estimate available here.
 ME2169
 ME2169.Click photographs - Photos may exist for this station.
 ME2169
 ME2169.The dynamic height is computed by dividing the NAVD 88
 ME2169.geopotential number by the normal gravity value computed on the
 ME2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2169.degrees latitude (g = 980.6199 gals.).
 ME2169
 ME2169.The modeled gravity was interpolated from observed gravity values.
 ME2169
 ME2169;                    North         East    Units  Estimated Accuracy
 ME2169;SPC MI S     -    35,922.5   3,802,187.3     MT  (+/- 3 meters HH1 GPS) 
 ME2169
 ME2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2103027403(NAD 83)
 ME2169
 ME2169                          SUPERSEDED SURVEY CONTROL
 ME2169
 ME2169  NGVD 29 (01/19/93)  183.420  (m)          601.77   (f) ADJUSTED    1 2
 ME2169
 ME2169.Superseded values are not recommended for survey control.
 ME2169
 ME2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2169.See file dsdata.pdf to determine how the superseded data were derived.
 ME2169
 ME2169_MARKER: DJ = TIDAL STATION DISK
 ME2169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2169_SP_SET: BRIDGE ABUTMENT
 ME2169_STAMPING: 7037 E 1977
 ME2169_MARK LOGO: NOS
 ME2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2169+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 ME2169
 ME2169  HISTORY     - Date     Condition        Report By
 ME2169  HISTORY     - 1977     MONUMENTED       NOS
 ME2169  HISTORY     - 1985     GOOD             NGS
 ME2169  HISTORY     - 19980606 GOOD             USPSQD
 ME2169  HISTORY     - 20010331 GOOD             NGS
 ME2169  HISTORY     - 20070527 GOOD             GEOCAC
 ME2169  HISTORY     - 20240521 GOOD             USPSQD
 ME2169
 ME2169                          STATION DESCRIPTION
 ME2169
 ME2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2169'IN NEW BUFFALO, AT THE INTERSECTION OF WHITTAKER STREET AND THE GALIEN
 ME2169'RIVER, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 ME2169'STREET BRIDGE SPANNING THE RIVER, 5.9 M (19.4 FT) NORTHEAST OF THE
 ME2169'CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 ME2169'NORTHEAST END OF THE ABUTMENT.  THE MARK IS ABOUT LEVEL WITH THE
 ME2169'STREET.
 ME2169
 ME2169                          STATION RECOVERY (1998)
 ME2169
 ME2169'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2169'RECOVERED IN GOOD CONDITION.
 ME2169
 ME2169                          STATION RECOVERY (2001)
 ME2169
 ME2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2169
 ME2169                          STATION RECOVERY (2007)
 ME2169
 ME2169'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 ME2169'RECOVERED IN GOOD CONDITION.
 ME2169
 ME2169                          STATION RECOVERY (2024)
 ME2169
 ME2169'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME2169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2170 ***********************************************************************
 ME2170  DESIGNATION -  908 7037 POLE
 ME2170  PID         -  ME2170
 ME2170  STATE/COUNTY-  MI/BERRIEN
 ME2170  COUNTRY     -  US
 ME2170  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2170
 ME2170                         *CURRENT SURVEY CONTROL
 ME2170  ______________________________________________________________________
 ME2170* NAD 83(1986) POSITION- 41 47 43.     (N) 086 45 06.     (W)   SCALED
 ME2170* NAVD 88 ORTHO HEIGHT -   179.369 (meters)      588.48  (feet) ADJUSTED
 ME2170  ______________________________________________________________________
 ME2170  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 ME2170  DYNAMIC HEIGHT  -        179.303 (meters)      588.26  (feet) COMP
 ME2170  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME2170
 ME2170  VERT ORDER      -  FIRST     CLASS II
 ME2170
 ME2170.The horizontal coordinates were scaled from a map and have
 ME2170.an estimated accuracy of +/- 6 seconds.
 ME2170
 ME2170.The orthometric height was determined by differential leveling and
 ME2170.adjusted by the NATIONAL GEODETIC SURVEY
 ME2170.in June 1991.
 ME2170
 ME2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2170.GEOID18 height accuracy estimate available here.
 ME2170
 ME2170.Click photographs - Photos may exist for this station.
 ME2170
 ME2170.The dynamic height is computed by dividing the NAVD 88
 ME2170.geopotential number by the normal gravity value computed on the
 ME2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2170.degrees latitude (g = 980.6199 gals.).
 ME2170
 ME2170.The modeled gravity was interpolated from observed gravity values.
 ME2170
 ME2170;                    North         East    Units  Estimated Accuracy
 ME2170;SPC MI S     -    35,610.    3,801,780.      MT  (+/- 180 meters Scaled)
 ME2170
 ME2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM206270(NAD 83)
 ME2170
 ME2170                          SUPERSEDED SURVEY CONTROL
 ME2170
 ME2170  NGVD 29 (01/19/93)  179.491  (m)          588.88   (f) ADJUSTED    1 2
 ME2170
 ME2170.Superseded values are not recommended for survey control.
 ME2170
 ME2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2170.See file dsdata.pdf to determine how the superseded data were derived.
 ME2170
 ME2170_MARKER: Q = CHISELED SQUARE
 ME2170_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2170+WITH SETTING: PAVEMENT
 ME2170_SP_SET: CONCRETE BASE
 ME2170_MARK LOGO: NONE
 ME2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2170+STABILITY: SURFACE MOTION
 ME2170
 ME2170  HISTORY     - Date     Condition        Report By
 ME2170  HISTORY     - UNK      MONUMENTED       USLS
 ME2170  HISTORY     - 1985     GOOD             NGS
 ME2170  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 ME2170  HISTORY     - 20010331 MARK NOT FOUND   NGS
 ME2170
 ME2170                          STATION DESCRIPTION
 ME2170
 ME2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2170'IN NEW BUFFALO.
 ME2170'IN NEW BUFFALO, AT THE INTERSECTION OF WATER AND NORTH WILLARD
 ME2170'STREETS, A CHISELED SQUARE IN THE NORTHEAST CORNER OF THE CONCRETE
 ME2170'BASE OF THE FLAGPOLE IN FRONT OF THE NEW BUFFALO YACHT CLUB, 28.3 M
 ME2170'(92.8 FT) NORTHWEST OF THE CENTER OF WATER STREET, 14.6 M (47.9 FT)
 ME2170'SOUTHWEST OF THE EXTENDED CENTER OF WILLARD STREET, AND 3.5 M (11.5
 ME2170'FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE CLUB HOUSE.
 ME2170'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2170
 ME2170                          STATION RECOVERY (1998)
 ME2170
 ME2170'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2170'MARK NOT FOUND.
 ME2170
 ME2170                          STATION RECOVERY (2001)
 ME2170
 ME2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2171 ***********************************************************************
 ME2171  DESIGNATION -  908 7037 PROP A
 ME2171  PID         -  ME2171
 ME2171  STATE/COUNTY-  MI/BERRIEN
 ME2171  COUNTRY     -  US
 ME2171  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2171
 ME2171                         *CURRENT SURVEY CONTROL
 ME2171  ______________________________________________________________________
 ME2171* NAD 83(1986) POSITION- 41 47 42.     (N) 086 45 06.     (W)   SCALED
 ME2171* NAVD 88 ORTHO HEIGHT -   179.543 (meters)      589.05  (feet) ADJUSTED
 ME2171  ______________________________________________________________________
 ME2171  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 ME2171  DYNAMIC HEIGHT  -        179.477 (meters)      588.83  (feet) COMP
 ME2171  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME2171
 ME2171  VERT ORDER      -  FIRST     CLASS II
 ME2171
 ME2171.The horizontal coordinates were scaled from a map and have
 ME2171.an estimated accuracy of +/- 6 seconds.
 ME2171
 ME2171.The orthometric height was determined by differential leveling and
 ME2171.adjusted by the NATIONAL GEODETIC SURVEY
 ME2171.in June 1991.
 ME2171
 ME2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2171.GEOID18 height accuracy estimate available here.
 ME2171
 ME2171.Click photographs - Photos may exist for this station.
 ME2171
 ME2171.The dynamic height is computed by dividing the NAVD 88
 ME2171.geopotential number by the normal gravity value computed on the
 ME2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2171.degrees latitude (g = 980.6199 gals.).
 ME2171
 ME2171.The modeled gravity was interpolated from observed gravity values.
 ME2171
 ME2171;                    North         East    Units  Estimated Accuracy
 ME2171;SPC MI S     -    35,580.    3,801,780.      MT  (+/- 180 meters Scaled)
 ME2171
 ME2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM206270(NAD 83)
 ME2171
 ME2171                          SUPERSEDED SURVEY CONTROL
 ME2171
 ME2171  NGVD 29 (01/19/93)  179.665  (m)          589.45   (f) ADJUSTED    1 2
 ME2171
 ME2171.Superseded values are not recommended for survey control.
 ME2171
 ME2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2171.See file dsdata.pdf to determine how the superseded data were derived.
 ME2171
 ME2171_MARKER: Q = CHISELED SQUARE
 ME2171_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2171+WITH SETTING: PAVEMENT
 ME2171_SP_SET: CONCRETE PAD
 ME2171_MARK LOGO: NONE
 ME2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2171+STABILITY: SURFACE MOTION
 ME2171
 ME2171  HISTORY     - Date     Condition        Report By
 ME2171  HISTORY     - UNK      MONUMENTED       NOS
 ME2171  HISTORY     - 1985     GOOD             NGS
 ME2171  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 ME2171  HISTORY     - 20010331 MARK NOT FOUND   NGS
 ME2171
 ME2171                          STATION DESCRIPTION
 ME2171
 ME2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2171'IN NEW BUFFALO.
 ME2171'IN NEW BUFFALO, AT THE INTERSECTION OF WATER AND NORTH WILLARD
 ME2171'STREETS, A CHISELED SQUARE IN THE SOUTHEAST CORNER OF A CONCRETE PAD
 ME2171'SUPPORTING A LARGE PROPELLER WITH THE LETTERS NBYC ON THE FRONT LAWN
 ME2171'OF THE NEW BUFFALO YATCH CLUB, 12.3 M (40.4 FT) SOUTHWEST OF THE
 ME2171'EXTENDED CENTER OF NORTH WOLLARD STREET, AND 7.8 M (25.6 FT) NORTHWEST
 ME2171'OF THE CENTER OF WATER STREET.
 ME2171'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 ME2171
 ME2171                          STATION RECOVERY (1998)
 ME2171
 ME2171'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2171'MARK NOT FOUND.
 ME2171
 ME2171                          STATION RECOVERY (2001)
 ME2171
 ME2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7587 ***********************************************************************
 DI7587  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7587  DESIGNATION -  908 7088 D
 DI7587  PID         -  DI7587
 DI7587  STATE/COUNTY-  MI/MENOMINEE
 DI7587  COUNTRY     -  US
 DI7587  USGS QUAD   -  MARINETTE EAST (2018)
 DI7587
 DI7587                         *CURRENT SURVEY CONTROL
 DI7587  ______________________________________________________________________
 DI7587* NAD 83(2011) POSITION- 45 05 46.99711(N) 087 35 29.49087(W)   ADJUSTED
 DI7587* NAD 83(2011) ELLIP HT-   141.015 (meters)        (12/02/25)   ADJUSTED
 DI7587* NAD 83(2011) EPOCH   -  2010.00
 DI7587* NAVD 88 ORTHO HEIGHT -   178.039 (meters)      584.12  (feet) ADJUSTED
 DI7587  ______________________________________________________________________
 DI7587  GEOID HEIGHT    -        -37.007 (meters)                     GEOID18
 DI7587  NAD 83(2011) X  -    189,530.303 (meters)                     COMP
 DI7587  NAD 83(2011) Y  - -4,506,125.503 (meters)                     COMP
 DI7587  NAD 83(2011) Z  -  4,495,016.350 (meters)                     COMP
 DI7587  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DI7587  DYNAMIC HEIGHT  -        178.021 (meters)      584.06  (feet) COMP
 DI7587  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7587
 DI7587  VERT ORDER      -  SECOND    CLASS I
 DI7587
 DI7587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI7587  Standards:
 DI7587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI7587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI7587  -------------------------------------------------------------------
 DI7587  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.07331398
 DI7587  -------------------------------------------------------------------
 DI7587  Click here for local accuracies and other accuracy information.
 DI7587
 DI7587.The horizontal coordinates were established by GPS observations
 DI7587.and adjusted by the National Geodetic Survey in December 2025.
 DI7587
 DI7587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI7587.been affixed to the stable North American tectonic plate. See 
 DI7587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI7587
 DI7587.The horizontal coordinates are valid at the epoch date displayed above
 DI7587.which is a decimal equivalence of Year/Month/Day.
 DI7587
 DI7587.The orthometric height was determined by differential leveling and
 DI7587.adjusted by the NATIONAL GEODETIC SURVEY
 DI7587.in June 2007.
 DI7587
 DI7587.No vertical observational check was made to the station.
 DI7587
 DI7587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7587.GEOID18 height accuracy estimate available here.
 DI7587
 DI7587.This Water Level Mark is designated as VM 18345
 DI7587.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7587
 DI7587.Click photographs - Photos may exist for this station.
 DI7587
 DI7587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI7587
 DI7587.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI7587
 DI7587.The ellipsoidal height was determined by GPS observations
 DI7587.and is referenced to NAD 83.
 DI7587
 DI7587.The dynamic height is computed by dividing the NAVD 88
 DI7587.geopotential number by the normal gravity value computed on the
 DI7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7587.degrees latitude (g = 980.6199 gals.).
 DI7587
 DI7587.The modeled gravity was interpolated from observed gravity values.
 DI7587
 DI7587. The following values were computed from the NAD 83(2011) position.
 DI7587
 DI7587;                    North         East     Units Scale Factor Converg.
 DI7587;SPC MI N     -    34,969.853 7,953,433.407   MT  1.00011591   -0 25 39.2
 DI7587;SPC MI N     -   114,730.49 26,093,941.62   iFT  1.00011591   -0 25 39.2
 DI7587;UTM  16      - 4,993,828.161   453,456.998   MT  0.99962664   -0 25 08.3
 DI7587
 DI7587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7587!SPC MI N     -   0.99997789  x   1.00011591  =   1.00009380
 DI7587!UTM  16      -   0.99997789  x   0.99962664  =   0.99960454
 DI7587
 DI7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5345693828(NAD 83)
 DI7587
 DI7587                          SUPERSEDED SURVEY CONTROL
 DI7587
 DI7587.No superseded survey control is available for this station.
 DI7587
 DI7587_MARKER: F = FLANGE-ENCASED ROD
 DI7587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI7587_STAMPING: 908 7088 D 2005
 DI7587_MARK LOGO: NOS
 DI7587_PROJECTION: FLUSH
 DI7587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7587+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7587_ROD/PIPE-DEPTH: 19.2 meters
 DI7587_SLEEVE-DEPTH  : 1.2 meters
 DI7587
 DI7587  HISTORY     - Date     Condition        Report By
 DI7587  HISTORY     - 2005     MONUMENTED       NOS
 DI7587  HISTORY     - 20060830 GOOD             NGS
 DI7587  HISTORY     - 20150831 GOOD             WIDT
 DI7587  HISTORY     - 20180711 GOOD             NOS
 DI7587  HISTORY     - 20220808 GOOD             NGS
 DI7587  HISTORY     - 20220831 GOOD             CO-OPS
 DI7587
 DI7587                          STATION DESCRIPTION
 DI7587
 DI7587'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7587'TO REACH FROM THE 1ST STREET BRIDGE OVER THE MENOMINEE RIVER IN
 DI7587'MENOMINEE, PROCEED NORTH ALONG 1ST STREET FOR 0.2 MI (0.3 KM) TO
 DI7587'HARBOR DRIVE, TURN RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND
 DI7587'THE STATION.
 DI7587'
 DI7587'THE STATION IS 38.60 METERS (126.64 FT) SOUTHWEST OF LIGHT POLE NUMBER
 DI7587'99RR67, 33.56 METERS (110.10 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 DI7587'GREEN POWER BOX NEXT TO BOAT RAMP, 21.59 METERS (70.83 FT) SOUTHEAST
 DI7587'OF THE SOUTHEAST CORNER OF A PUBLIC RESTROOM AND 13.28 METERS (43.57
 DI7587'FT) NORTH OF LIGHT POLE NUMBER 99QQ67 AND MARKED WITH AN ORANGE
 DI7587'FIBERGLASS WITNESS POST.
 DI7587'
 DI7587'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH PVC PIPE AND LOGO
 DI7587'CAP.
 DI7587
 DI7587                          STATION RECOVERY (2015)
 DI7587
 DI7587'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7587'RECOVERED AS DESCRIBED.
 DI7587
 DI7587                          STATION RECOVERY (2018)
 DI7587
 DI7587'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 DI7587'RECOVERED AS DESCRIBED.
 DI7587
 DI7587                          STATION RECOVERY (2022)
 DI7587
 DI7587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DI7587'THE STATION IS 39.3 M (128.9 FT) SOUTHEAST OF LIGHT POLE NUMBER
 DI7587'99RR67, 31 M (101.7 FT) WEST OF THE CORNER OF HISTORY OF THE
 DI7587'LIGHTHOUSE SIGN DIRECTLY ADJACENT TO THE BOAT RAMP, 21.6 M (70.9 FT)
 DI7587'EAST OF THE NORTHWEST CORNER OF A PUBLIC RESTROOM AND 13.3 M (43.6 FT)
 DI7587'NORTHWEST OF LIGHT POLE NUMBER 99QQ67 AND NO LONGER MARKED WITH ORANGE
 DI7587'FIBERGLASS WITNESS POST.  MARK IS STEEL ROD DRIVEN INTO GROUND AND
 DI7587'ENCASED IN 5-INCH (13 CM) PVC PIPE AND CAPPED WITH NOS LOGO CAP.
 DI7587
 DI7587                          STATION RECOVERY (2022)
 DI7587
 DI7587'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7587'ROD MARK IS LOCATED IN GRASSY AREA OF LIGHTHOUSE ANN ARBOR PARK WHICH
 DI7587'IS THE PARKING LOT FOR THE HISTORICAL MENOMINEE NORTH PIER LIGHTHOUSE
 DI7587'LOCATED AT HARBOR DR MENOMINEE, MI 49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0345 ***********************************************************************
 QL0345  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QL0345  DESIGNATION -  908 7088 MARATHON
 QL0345  PID         -  QL0345
 QL0345  STATE/COUNTY-  MI/MENOMINEE
 QL0345  COUNTRY     -  US
 QL0345  USGS QUAD   -  MARINETTE EAST (2018)
 QL0345
 QL0345                         *CURRENT SURVEY CONTROL
 QL0345  ______________________________________________________________________
 QL0345* NAD 83(1986) POSITION- 45 05 55.67   (N) 087 35 49.62   (W)   HD_HELD1
 QL0345* NAVD 88 ORTHO HEIGHT -   179.532 (meters)      589.01  (feet) ADJUSTED
 QL0345  ______________________________________________________________________
 QL0345  GEOID HEIGHT    -        -37.001 (meters)                     GEOID18
 QL0345  DYNAMIC HEIGHT  -        179.515 (meters)      588.96  (feet) COMP
 QL0345  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 QL0345
 QL0345  VERT ORDER      -  SECOND    CLASS I
 QL0345
 QL0345.The horizontal coordinates were determined by differentially corrected
 QL0345.hand held GPS observations or other comparable positioning techniques
 QL0345.and have an estimated accuracy of +/- 3 meters.
 QL0345
 QL0345.The orthometric height was determined by differential leveling and
 QL0345.adjusted by the NATIONAL GEODETIC SURVEY
 QL0345.in February 2017.
 QL0345
 QL0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0345.GEOID18 height accuracy estimate available here.
 QL0345
 QL0345.This Water Level Mark is designated as VM 18342
 QL0345.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QL0345
 QL0345.Click photographs - Photos may exist for this station.
 QL0345
 QL0345.The dynamic height is computed by dividing the NAVD 88
 QL0345.geopotential number by the normal gravity value computed on the
 QL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0345.degrees latitude (g = 980.6199 gals.).
 QL0345
 QL0345.The modeled gravity was interpolated from observed gravity values.
 QL0345
 QL0345;                    North         East    Units  Estimated Accuracy
 QL0345;SPC MI N     -    35,240.9   7,952,995.3     MT  (+/- 3 meters HH1 GPS) 
 QL0345
 QL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5301994099(NAD 83)
 QL0345
 QL0345                          SUPERSEDED SURVEY CONTROL
 QL0345
 QL0345  NAVD 88 (06/12/07)  179.535  (m)          589.02   (f) SUPERSEDED  2 1
 QL0345  NAVD 88 (06/15/91)  179.551  (m)          589.08   (f) SUPERSEDED  1 0
 QL0345  NGVD 29 (??/??/92)  179.58   (m)          589.2    (f) COMPUTED    1 0
 QL0345
 QL0345.Superseded values are not recommended for survey control.
 QL0345
 QL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0345.See file dsdata.pdf to determine how the superseded data were derived.
 QL0345
 QL0345_MARKER: DD = SURVEY DISK
 QL0345_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QL0345_SP_SET: FOUNDATION
 QL0345_STAMPING: MARATHON CBF 1959
 QL0345_MARK LOGO: USACE
 QL0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0345+STABILITY: POSITION/ELEVATION WELL
 QL0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0345+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 QL0345
 QL0345  HISTORY     - Date     Condition        Report By
 QL0345  HISTORY     - 1959     MONUMENTED       USACE
 QL0345  HISTORY     - 1972     GOOD             NGS
 QL0345  HISTORY     - 1990     GOOD             USLS
 QL0345  HISTORY     - 19910406 GOOD             USPSQD
 QL0345  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 QL0345  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 QL0345  HISTORY     - 20060830 GOOD             NGS
 QL0345  HISTORY     - 20150831 GOOD             WIDT
 QL0345  HISTORY     - 20180711 GOOD             NOS
 QL0345  HISTORY     - 20220831 GOOD             CO-OPS
 QL0345
 QL0345                          STATION DESCRIPTION
 QL0345
 QL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0345'AT MENOMINEE.
 QL0345'AT MENONIMEE, ABOUT 0.1 MILE NORTH ALONG 1 ST STREET FROM THE
 QL0345'BRIDGE (1 ST STREET BRIDGE) OVER THE MENOMINEE RIVER, AT A CURVE
 QL0345'IN THE STREET, SET VERTICALLY IN THE WEST FACE AND AT THE
 QL0345'NORTHWEST CORNER OF THE ONE STORY BRICK BUILDING OF THE MARATHON
 QL0345'DIVISION OF THE AMERICAN CAN COMPANY PAPER DIVISION, ABOUT 50
 QL0345'YARDS EAST OF THE CENTER LINE OF 1 ST STREET, 6 FEET SOUTH OF
 QL0345'THE NORTHWEST CORNER OF THE BUILDING, AND 4.3 FEET ABOVE THE
 QL0345'LEVEL OF THE SIDEWALK.  SECTION 11, T 31 N, R 27 W.
 QL0345
 QL0345                          STATION RECOVERY (1990)
 QL0345
 QL0345'RECOVERY NOTE BY US LAKE SURVEY 1990 (AEA)
 QL0345'RECOVERED IN GOOD CONDITION.
 QL0345
 QL0345                          STATION RECOVERY (1991)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0345'RECOVERED IN GOOD CONDITION.
 QL0345
 QL0345                          STATION RECOVERY (1996)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0345'MARK NOT FOUND.
 QL0345
 QL0345                          STATION RECOVERY (2004)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0345'AN ENCLOSED CEMENT BLOCK LOADING DOCK HAS BEEN ADDED TO THE NORTHWEST
 QL0345'CORNER OF THE BUILDING.
 QL0345
 QL0345                          STATION RECOVERY (2006)
 QL0345
 QL0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 QL0345'RECOVERED AS DESCRIBED.
 QL0345
 QL0345                          STATION RECOVERY (2015)
 QL0345
 QL0345'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0345'RECOVERED AS DESCRIBED.
 QL0345
 QL0345                          STATION RECOVERY (2018)
 QL0345
 QL0345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 QL0345'RECOVERED AS DESCRIBED.
 QL0345
 QL0345                          STATION RECOVERY (2022)
 QL0345
 QL0345'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 QL0345'NOTE THE SURVEY MARK IS NOW ACCESSED THROUGH DOUBLE DOORS ON THE NORTH
 QL0345'SIDE OF THE BUILDING.  THE PAPER COMPANY HAS ADDED A NEW WAREHOUSE
 QL0345'SECTION TO THE BUILDING.  3.96 M (13.0 FT) EAST-SOUTHEAST OF THE
 QL0345'CENTERLINE OF THE DOUBLE METAL DOORS, 1.83 M (6.0 FT) SOUTH OF THE
 QL0345'ORIGINAL NORTHWEST CORNER OF THE BUILDING AND APPROXIMATELY 1.31 M
 QL0345'(4.3 FT) ABOVE THE GROUND. THE MARK IS ACCESSED FROM STREET THRU 1 OF
 QL0345'2 SETS OF DOUBLE GATES TO RAILROAD TRACKS.  PROCEED THRU EMPLOYEE
 QL0345'BREAK AREA DOORS AND INTO THIS ELEC/GENERATOR ROOM AND OPEN DOUBLE
 QL0345'DOORS WHICH ALLOW ACCESS TO MARK FROM OUTSIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7742 ***********************************************************************
 DQ7742  DESIGNATION -  908 7088 MENOMINEE
 DQ7742  PID         -  DQ7742
 DQ7742  STATE/COUNTY-  MI/MENOMINEE
 DQ7742  COUNTRY     -  US
 DQ7742  USGS QUAD   -  MARINETTE EAST (2018)
 DQ7742
 DQ7742                         *CURRENT SURVEY CONTROL
 DQ7742  ______________________________________________________________________
 DQ7742* NAD 83(1986) POSITION- 45 05 45.20   (N) 087 35 24.55   (W)   HD_HELD1
 DQ7742* NAVD 88 ORTHO HEIGHT -   178.708 (meters)      586.31  (feet) ADJUSTED
 DQ7742  ______________________________________________________________________
 DQ7742  GEOID HEIGHT    -        -37.009 (meters)                     GEOID18
 DQ7742  DYNAMIC HEIGHT  -        178.690 (meters)      586.25  (feet) COMP
 DQ7742  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DQ7742
 DQ7742  VERT ORDER      -  SECOND    CLASS I
 DQ7742
 DQ7742.The horizontal coordinates were determined by differentially corrected
 DQ7742.hand held GPS observations or other comparable positioning techniques
 DQ7742.and have an estimated accuracy of +/- 3 meters.
 DQ7742
 DQ7742.The orthometric height was determined by differential leveling and
 DQ7742.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7742.in October 2024.
 DQ7742
 DQ7742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7742.GEOID18 height accuracy estimate available here.
 DQ7742
 DQ7742.Click photographs - Photos may exist for this station.
 DQ7742
 DQ7742.The dynamic height is computed by dividing the NAVD 88
 DQ7742.geopotential number by the normal gravity value computed on the
 DQ7742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7742.degrees latitude (g = 980.6199 gals.).
 DQ7742
 DQ7742.The modeled gravity was interpolated from observed gravity values.
 DQ7742
 DQ7742;                    North         East    Units  Estimated Accuracy
 DQ7742;SPC MI N     -    34,913.6   7,953,541.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7742
 DQ7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5356493771(NAD 83)
 DQ7742
 DQ7742                          SUPERSEDED SURVEY CONTROL
 DQ7742
 DQ7742  NAVD 88 (08/10/20)  178.711  (m)          586.32   (f) SUPERSEDED  2 1
 DQ7742
 DQ7742.Superseded values are not recommended for survey control.
 DQ7742
 DQ7742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ7742.See file dsdata.pdf to determine how the superseded data were derived.
 DQ7742
 DQ7742_MARKER: DB = BENCH MARK DISK
 DQ7742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ7742_SP_SET: TOWER BASE
 DQ7742_STAMPING: MENOMINEE 2009
 DQ7742_MARK LOGO: NOS
 DQ7742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ7742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7742+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DQ7742
 DQ7742  HISTORY     - Date     Condition        Report By
 DQ7742  HISTORY     - 20090728 MONUMENTED       NOS
 DQ7742  HISTORY     - 20150814 GOOD             COOPS
 DQ7742  HISTORY     - 20180711 GOOD             CO-OPS
 DQ7742  HISTORY     - 20220831 GOOD             CO-OPS
 DQ7742
 DQ7742                          STATION DESCRIPTION
 DQ7742
 DQ7742'DESCRIBED BY NOAA COOPS 2015 (PTR)
 DQ7742'THE STATION IS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTH-SOUTHWEST OF
 DQ7742'ARTHUR BAY, 15.9 MI (25.6 KM) SOUTH OF WALLACE AND 7.5 MI (12.1 KM)
 DQ7742'SOUTH OF BIRCH CREEK.
 DQ7742'
 DQ7742'TO REACH IN MENOMINEE FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE
 DQ7742'RIVER PROCEED NORTH ALONG FIRST STREET FOR 0.2 MI (0.3 KM) TO HARBOR
 DQ7742'DRIVE.  TURN RIGHT, EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL
 DQ7742'ALONG THE NORTH SIDE OF THE MENOMINEE RIVER.  SET IN THE TOP OF THE
 DQ7742'WEST END OF THE MASSIVE CONCRETE BREAKWALL ON THE NORTH SIDE OF THE
 DQ7742'RIVER, SET FLUSH IN THE CONCRETE BASE OF THE METEOROLOGICAL TOWER.
 DQ7742'
 DQ7742'IT IS 3.20 M (10.5 FT) WEST-NORTHWEST OF THE CENTER OF TOP STEP
 DQ7742'LEADING TO NOS GAUGE HOUSE, 1.5 M (4.9 FT) NORTH-NORTHWEST OF THE
 DQ7742'NORTH SIDE OF GAUGE HOUSE AND 0.34 M (1.1 FT) SOUTH-SOUTHEAST OF A
 DQ7742'STEEL GUARD RAIL SURROUNDING THE GAUGE HOUSE.
 DQ7742'
 DQ7742'NOTE -THE CONCRETE TOWER BASE IS ATTACHED TO THE CONCRETE BASE FOR THE
 DQ7742'NOS GAUGE STATION.
 DQ7742
 DQ7742                          STATION RECOVERY (2018)
 DQ7742
 DQ7742'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (CSS)
 DQ7742'RECOVERED AS DESCRIBED.
 DQ7742
 DQ7742                          STATION RECOVERY (2022)
 DQ7742
 DQ7742'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7742'BENCH MARK IS LOCATED ON THE SAME PIER AS THE HISTORICAL MENOMINEE
 DQ7742'NORTH PIER LIGHTHOUSE WHICH IS LOCATED AT HARBOR DR MENOMINEE, MI
 DQ7742'49858.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7586 ***********************************************************************
 DI7586  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7586  DESIGNATION -  908 7088 PILE
 DI7586  PID         -  DI7586
 DI7586  STATE/COUNTY-  MI/MENOMINEE
 DI7586  COUNTRY     -  US
 DI7586  USGS QUAD   -  MARINETTE EAST (2018)
 DI7586
 DI7586                         *CURRENT SURVEY CONTROL
 DI7586  ______________________________________________________________________
 DI7586* NAD 83(1986) POSITION- 45 05 48.70   (N) 087 35 48.42   (W)   HD_HELD1
 DI7586* NAVD 88 ORTHO HEIGHT -   178.537 (meters)      585.75  (feet) ADJUSTED
 DI7586  ______________________________________________________________________
 DI7586  GEOID HEIGHT    -        -37.000 (meters)                     GEOID18
 DI7586  DYNAMIC HEIGHT  -        178.519 (meters)      585.69  (feet) COMP
 DI7586  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7586
 DI7586  VERT ORDER      -  SECOND    CLASS I
 DI7586
 DI7586.The horizontal coordinates were determined by differentially corrected
 DI7586.hand held GPS observations or other comparable positioning techniques
 DI7586.and have an estimated accuracy of +/- 3 meters.
 DI7586
 DI7586.The orthometric height was determined by differential leveling and
 DI7586.adjusted by the NATIONAL GEODETIC SURVEY
 DI7586.in June 2007.
 DI7586
 DI7586.No vertical observational check was made to the station.
 DI7586
 DI7586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7586.GEOID18 height accuracy estimate available here.
 DI7586
 DI7586.This Water Level Mark is designated as VM 18347
 DI7586.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7586
 DI7586.Click photographs - Photos may exist for this station.
 DI7586
 DI7586.The dynamic height is computed by dividing the NAVD 88
 DI7586.geopotential number by the normal gravity value computed on the
 DI7586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7586.degrees latitude (g = 980.6199 gals.).
 DI7586
 DI7586.The modeled gravity was interpolated from observed gravity values.
 DI7586
 DI7586;                    North         East    Units  Estimated Accuracy
 DI7586;SPC MI N     -    35,025.5   7,953,019.9     MT  (+/- 3 meters HH1 GPS) 
 DI7586
 DI7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5304393883(NAD 83)
 DI7586
 DI7586                          SUPERSEDED SURVEY CONTROL
 DI7586
 DI7586.No superseded survey control is available for this station.
 DI7586
 DI7586_MARKER: Q = CHISELED SQUARE
 DI7586_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7586_SP_SET: SHEET PILE WALL
 DI7586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7586+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DI7586
 DI7586  HISTORY     - Date     Condition        Report By
 DI7586  HISTORY     - 1956     MONUMENTED       USLS
 DI7586  HISTORY     - 20060830 GOOD             NGS
 DI7586  HISTORY     - 20150831 GOOD             WIDT
 DI7586  HISTORY     - 20180711 GOOD             NOS
 DI7586  HISTORY     - 20220831 GOOD             CO-OPS
 DI7586
 DI7586                          STATION DESCRIPTION
 DI7586
 DI7586'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7586'TO REACH FROM THE NORTH END OF THE 1ST STREET BRIDGE OVER THE
 DI7586'MENOMINEE RIVER IN MENOMINEE, PROCEED 250 FT EAST ALONG THE NORTH BANK
 DI7586'OF THE MENOMINEE RIVER, ON THE PROPERTY OF THE MENOMINEE PAPER
 DI7586'COMPANY.
 DI7586'
 DI7586'THE STATION IS 43.0 FT FROM UTILITY POLE 99-BB64, 31.3 FT WEST OF THE
 DI7586'SOUTHWEST CORNER OF A PUMP HOUSE, 2.8 FT EAST OF THE WEST END OF THE
 DI7586'SHEET PILE WALL, BEING HIGHEST POINT BETWEEN 2 CHISLED LINES CUT INTO
 DI7586'THE TOP OF THE SHEET PILE WALL.
 DI7586'
 DI7586'NOTE--FOR ACCESS TO THIS MARK CONTACT MR ED BUSH WITH THE MENOMINEE
 DI7586'PAPER COMPANY AT 906-864-5310.
 DI7586
 DI7586                          STATION RECOVERY (2015)
 DI7586
 DI7586'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7586'RECOVERED AS DESCRIBED.
 DI7586
 DI7586                          STATION RECOVERY (2018)
 DI7586
 DI7586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 DI7586'RECOVERED AS DESCRIBED.
 DI7586
 DI7586                          STATION RECOVERY (2022)
 DI7586
 DI7586'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DI7586'THE MARK IS 15.10 M (49.5 FT) SOUTHWEST OF THE SOUTH FACE OF WAREHOUSE
 DI7586'USED FOR SHIPPING, 13.1 M (43.0 FT) FROM UTILITY POLE NO. 99-BB64,
 DI7586'9.54 M (31.3 FT) WEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 0.85 M
 DI7586'(2.8 FT) EAST OF THE WEST END OF THE SHEET PILE WALL, BEING HIGHEST
 DI7586'POINT BETWEEN 2 CHISELED LINES CUT IN TO THE TOP OF THE SHEET PILE
 DI7586'WALL.
 DI7586'
 DI7586'NOTE-FOR ACCESS TO THIS MARK CONTACT MR. ED BUSH WITH THE MENOMINEE
 DI7586'PAPER COMPANY AT 906-864-5310.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0349 ***********************************************************************
 QL0349  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QL0349  DESIGNATION -  908 7088 WALL
 QL0349  PID         -  QL0349
 QL0349  STATE/COUNTY-  MI/MENOMINEE
 QL0349  COUNTRY     -  US
 QL0349  USGS QUAD   -  MARINETTE EAST (2018)
 QL0349
 QL0349                         *CURRENT SURVEY CONTROL
 QL0349  ______________________________________________________________________
 QL0349* NAD 83(1986) POSITION- 45 05 50.08   (N) 087 35 39.53   (W)   HD_HELD1
 QL0349* NAVD 88 ORTHO HEIGHT -   178.826 (meters)      586.70  (feet) ADJUSTED
 QL0349  ______________________________________________________________________
 QL0349  GEOID HEIGHT    -        -37.004 (meters)                     GEOID18
 QL0349  DYNAMIC HEIGHT  -        178.809 (meters)      586.64  (feet) COMP
 QL0349  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 QL0349
 QL0349  VERT ORDER      -  SECOND    CLASS I
 QL0349
 QL0349.The horizontal coordinates were determined by differentially corrected
 QL0349.hand held GPS observations or other comparable positioning techniques
 QL0349.and have an estimated accuracy of +/- 3 meters.
 QL0349
 QL0349.The orthometric height was determined by differential leveling and
 QL0349.adjusted by the NATIONAL GEODETIC SURVEY
 QL0349.in June 2007.
 QL0349
 QL0349.No vertical observational check was made to the station.
 QL0349
 QL0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0349.GEOID18 height accuracy estimate available here.
 QL0349
 QL0349.This Water Level Mark is designated as VM 18346
 QL0349.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QL0349
 QL0349.Click photographs - Photos may exist for this station.
 QL0349
 QL0349.The dynamic height is computed by dividing the NAVD 88
 QL0349.geopotential number by the normal gravity value computed on the
 QL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0349.degrees latitude (g = 980.6199 gals.).
 QL0349
 QL0349.The modeled gravity was interpolated from observed gravity values.
 QL0349
 QL0349;                    North         East    Units  Estimated Accuracy
 QL0349;SPC MI N     -    35,066.7   7,953,214.6     MT  (+/- 3 meters HH1 GPS) 
 QL0349
 QL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5323893924(NAD 83)
 QL0349
 QL0349                          SUPERSEDED SURVEY CONTROL
 QL0349
 QL0349  NAVD 88 (06/15/91)  178.835  (m)          586.73   (f) SUPERSEDED  1 0
 QL0349  NGVD 29 (??/??/92)  178.86   (m)          586.8    (f) COMPUTED    1 0
 QL0349
 QL0349.Superseded values are not recommended for survey control.
 QL0349
 QL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0349.See file dsdata.pdf to determine how the superseded data were derived.
 QL0349
 QL0349_MARKER: Q = CHISELED SQUARE
 QL0349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0349_SP_SET: BLOCK WALL
 QL0349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0349+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 QL0349
 QL0349  HISTORY     - Date     Condition        Report By
 QL0349  HISTORY     - 1949     MONUMENTED       USLS
 QL0349  HISTORY     - 1972     GOOD             NGS
 QL0349  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0349  HISTORY     - 20060830 GOOD             NGS
 QL0349  HISTORY     - 20150831 GOOD             WIDT
 QL0349  HISTORY     - 20180711 GOOD             NOS
 QL0349  HISTORY     - 20220831 GOOD             CO-OPS
 QL0349
 QL0349                          STATION DESCRIPTION
 QL0349
 QL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0349'AT MENOMINEE.
 QL0349'AT MENOMINEE, ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 173 FROM
 QL0349'THE JUNCTION OF 1 ST STREET, ABOUT 67 YARDS SOUTH OF THE CENTER
 QL0349'LINE OF THE HIGHWAY, AT A ONE STORY RED BRICK BUILDING OF THE
 QL0349'AMERICAN CAN COMPANY (THE MOST EASTERLY ONE OF THE BUILDINGS),
 QL0349'A 1 1/4 INCH OUTLINED SQUARE ON THE TOP OF THE NORTHEAST CORNER
 QL0349'OF A 29 1/2 FOOT LONG CONCRETE WALL THAT PROJECTS OUT TO THE
 QL0349'EAST FROM THE CORNER OF THE BUILDING, 4.1 FEET ABOVE THE LEVEL
 QL0349'OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 11,
 QL0349'T 31 N, R 27 W.
 QL0349
 QL0349                          STATION RECOVERY (1990)
 QL0349
 QL0349'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0349'MARK NOT FOUND.
 QL0349
 QL0349                          STATION RECOVERY (2006)
 QL0349
 QL0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 QL0349'RECOVERED AS DESCRIBED.
 QL0349
 QL0349                          STATION RECOVERY (2015)
 QL0349
 QL0349'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0349'RECOVERED AS DESCRIBED.
 QL0349
 QL0349                          STATION RECOVERY (2018)
 QL0349
 QL0349'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (CSS)
 QL0349'RECOVERED AS DESCRIBED.
 QL0349
 QL0349                          STATION RECOVERY (2022)
 QL0349
 QL0349'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 QL0349'TO REACH STATION 908 7088 WALL, IN MENOMINEE, MENOMINEE COUNTY,
 QL0349'MICHIGAN FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER PROCEED
 QL0349'NORTH ALONG FIRST STREET FOR 0.1 MI (0.2 KM) AND THE ENTRANCE TO THE
 QL0349'MENOMINEE PAPER COMPANY ON THE EAST SIDE OF FIRST STREET.
 QL0349'
 QL0349'THE STATION IS LOCATED APPROXIMATELY 67 YDS (61.3 M) EAST OF THE
 QL0349'CENTERLINE OF FIRST STREET.  AT THE SOUTHEAST CORNER OF THE MOST
 QL0349'EASTERLY ONE OF THE BUILDINGS.  A 1 AND 1/4 INCH OUTLINED CHISELED
 QL0349'SQUARE (THE NE CORNER OF THE SQUARE HAS BEEN CHIPPED AND THE OUTLINE
 QL0349'IS VERY FAINT) ON THE TOP OF THE NORTHEAST CORNER OF A 8.99 M (29.5
 QL0349'FT) LONG CONCRETE WALL THAT PROJECTS TO THE EAST FROM THE SOUTHEAST
 QL0349'CORNER OF THE BUILDING, 19.93 M (65.4 FT) NORTH OF THE CENTERLINE OF
 QL0349'THE COMPANY ACCESS ROAD BORDERING A COAL PIT, 15.94 M (52.3 FT) SOUTH
 QL0349'OF THE SOUTHEAST CORNER OF AN ALUMINUM SIDED BUILDING.  CONNECTED TO
 QL0349'THE EASTERNMOST FACE OF BRICK BUILDING TO WHICH THE 4'5" TALL CONCRETE
 QL0349'WALL IS ATTACHED WHERE MARK IS LOCATED, 1.37 M (4.5 FT) ABOVE THE
 QL0349'GROUND.
 QL0349'
 QL0349'NOTE-FOR ACCESS TO THIS MARK CONTACT MR. ED BUSH WITH THE MENOMINEE
 QL0349'PAPER COMPANY AT 906-864-5310.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3994 ***********************************************************************
 DS3994  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3994  DESIGNATION -  908 7089 E
 DS3994  PID         -  DS3994
 DS3994  STATE/COUNTY-  MI/ANTRIM
 DS3994  COUNTRY     -  US
 DS3994  USGS QUAD   -  CEDAR RIVER (2017)
 DS3994
 DS3994                         *CURRENT SURVEY CONTROL
 DS3994  ______________________________________________________________________
 DS3994* NAD 83(2011) POSITION- 45 24 45.82768(N) 087 20 56.27863(W)   ADJUSTED
 DS3994* NAD 83(2011) ELLIP HT-   141.872 (meters)        (12/02/25)   ADJUSTED
 DS3994* NAD 83(2011) EPOCH   -  2010.00
 DS3994* NAVD 88 ORTHO HEIGHT -   178.61  (meters)      586.0   (feet) GPS OBS
 DS3994  ______________________________________________________________________
 DS3994  GEOID HEIGHT    -        -36.733 (meters)                     GEOID18
 DS3994  NAD 83(2011) X  -    207,450.083 (meters)                     COMP
 DS3994  NAD 83(2011) Y  - -4,480,339.461 (meters)                     COMP
 DS3994  NAD 83(2011) Z  -  4,519,766.678 (meters)                     COMP
 DS3994  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DS3994
 DS3994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3994  Standards:
 DS3994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3994  -------------------------------------------------------------------
 DS3994  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.04822299
 DS3994  -------------------------------------------------------------------
 DS3994  Click here for local accuracies and other accuracy information.
 DS3994
 DS3994.The horizontal coordinates were established by GPS observations
 DS3994.and adjusted by the National Geodetic Survey in December 2025.
 DS3994
 DS3994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3994.been affixed to the stable North American tectonic plate. See 
 DS3994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3994
 DS3994.The horizontal coordinates are valid at the epoch date displayed above
 DS3994.which is a decimal equivalence of Year/Month/Day.
 DS3994
 DS3994.The orthometric height was determined by GPS observations and a
 DS3994.high-resolution geoid model using precise GPS observation and
 DS3994.processing techniques.
 DS3994
 DS3994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3994.GEOID18 height accuracy estimate available here.
 DS3994
 DS3994.Click photographs - Photos may exist for this station.
 DS3994
 DS3994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3994
 DS3994.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3994
 DS3994.The ellipsoidal height was determined by GPS observations
 DS3994.and is referenced to NAD 83.
 DS3994
 DS3994. The following values were computed from the NAD 83(2011) position.
 DS3994
 DS3994;                    North         East     Units Scale Factor Converg.
 DS3994;SPC MI C     -   237,208.683 5,766,614.565   MT  0.99994624   -2 06 24.2
 DS3994;SPC MI C     -   778,243.71 18,919,339.12   iFT  0.99994624   -2 06 24.2
 DS3994;UTM  16      - 5,028,860.347   472,694.296   MT  0.99960917   -0 14 54.7
 DS3994
 DS3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3994!SPC MI C     -   0.99997776  x   0.99994624  =   0.99992400
 DS3994!UTM  16      -   0.99997776  x   0.99960917  =   0.99958694
 DS3994
 DS3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7269428860(NAD 83)
 DS3994
 DS3994                          SUPERSEDED SURVEY CONTROL
 DS3994
 DS3994.No superseded survey control is available for this station.
 DS3994
 DS3994_MARKER: F = FLANGE-ENCASED ROD
 DS3994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3994_STAMPING: 7089 E 2021
 DS3994_MARK LOGO: NGS
 DS3994_PROJECTION: RECESSED 7 CENTIMETERS
 DS3994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3994+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DS3994
 DS3994  HISTORY     - Date     Condition        Report By
 DS3994  HISTORY     - 2021     MONUMENTED       NGS
 DS3994  HISTORY     - 20220808 GOOD             NGS
 DS3994
 DS3994                          STATION DESCRIPTION
 DS3994
 DS3994'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3994'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) EAST OF STEPHENSON, 8.3 MI
 DS3994'(13.4 KM) NORTH-NORTHEAST OF ARTHUR BAY AND IN THE TOWN OF CEDAR
 DS3994'RIVER, MI.
 DS3994'
 DS3994'TO REACH THE STATION FROM THE US POST OFFICE AT 2525 FIRST AVENUE IN
 DS3994'ESCABANA, PROCEED ON FIRST AVENUE 0.3 KM (0.2 MI) TO THE INTERSECTION
 DS3994'WITH LINCOLN ROAD.  TURN RIGHT ON LINCOLN ROAD AND PROCEED SOUTH 4.0
 DS3994'KM (2.5 MI) TO WHERE THE ROAD CURVES TO THE WEST AND THE NAME CHANGES
 DS3994'TO ROUTE 35.  CONTINUE WEST, THEN SOUTH ON ROUTE 35 FOLLOWING THE LAKE
 DS3994'SHORE 42.2 KM (26.2 MI) TO THE ENTRANCE DRIVE TO THE PARKING LOT FOR
 DS3994'THE CEDAR RIVER STATE HARBOR JUST BEFORE THE BRIDGE OVER CEDAR RIVER.
 DS3994'TURN LEFT AND PROCEED SOUTH INTO THE PARKING LOT.
 DS3994'
 DS3994'THE MARK IS A FLANGE ENCASED ROD SET IN THE GRASS NEAR THE SOUTH SIDE
 DS3994'OF THE PARKING LOT FOR THE CEDAR RIVER STATE HARBOR, 28.46 M (93.4 FT)
 DS3994'EAST OF A 0.61 M (2.0 FT) DIAMETER CONCRETE BASE OF A LIGHT POLE,
 DS3994'21.56 M (70.7 FT) NORTH OF THE EDGE OF THE CONCRETE BULKHEAD, 19.07 M
 DS3994'(62.6 FT) WEST OF A 0.61 M (2.0 FT) DIAMETER CONCRETE BASE OF A LIGHT
 DS3994'POLE, 4.07 M (13.4 FT) SOUTH OF THE NORTH SIDE OF THE GRASS PENINSULA
 DS3994'AND 0.97 M (3.2 FT) NORTH OF THE SOUTH SIDE OF THE GRASS PENINSULA.
 DS3994'THE DATUM POINT IS SET 7 CM (3 INCHES) BELOW GROUND.  THE MARK IS A
 DS3994'REFERENCE MARK FOR A WATER LEVEL MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3984 ***********************************************************************
 DS3984  DESIGNATION -  908 7091 D
 DS3984  PID         -  DS3984
 DS3984  STATE/COUNTY-  MI/DELTA
 DS3984  COUNTRY     -  US
 DS3984  USGS QUAD   -  FAIRPORT (2017)
 DS3984
 DS3984                         *CURRENT SURVEY CONTROL
 DS3984  ______________________________________________________________________
 DS3984* NAD 83(2011) POSITION- 45 37 23.30269(N) 086 40 02.16430(W)   ADJUSTED
 DS3984* NAD 83(2011) ELLIP HT-   143.048 (meters)        (12/02/25)   ADJUSTED
 DS3984* NAD 83(2011) EPOCH   -  2010.00
 DS3984* NAVD 88 ORTHO HEIGHT -   179.4   (meters)      589.    (feet) GPS OBS
 DS3984  ______________________________________________________________________
 DS3984  GEOID HEIGHT    -        -36.314 (meters)                     GEOID18
 DS3984  NAD 83(2011) X  -    259,770.763 (meters)                     COMP
 DS3984  NAD 83(2011) Y  - -4,460,898.134 (meters)                     COMP
 DS3984  NAD 83(2011) Z  -  4,536,153.652 (meters)                     COMP
 DS3984  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 DS3984
 DS3984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3984  Standards:
 DS3984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3984  -------------------------------------------------------------------
 DS3984  NETWORK    0.48   0.90           0.22   0.16   0.46     -0.02082367
 DS3984  -------------------------------------------------------------------
 DS3984  Click here for local accuracies and other accuracy information.
 DS3984
 DS3984.The horizontal coordinates were established by GPS observations
 DS3984.and adjusted by the National Geodetic Survey in December 2025.
 DS3984
 DS3984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3984.been affixed to the stable North American tectonic plate. See 
 DS3984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3984
 DS3984.The horizontal coordinates are valid at the epoch date displayed above
 DS3984.which is a decimal equivalence of Year/Month/Day.
 DS3984
 DS3984.The orthometric height was determined by GPS observations and a
 DS3984.high-resolution geoid model.
 DS3984
 DS3984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3984.GEOID18 height accuracy estimate available here.
 DS3984
 DS3984.Click photographs - Photos may exist for this station.
 DS3984
 DS3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3984
 DS3984.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3984
 DS3984.The ellipsoidal height was determined by GPS observations
 DS3984.and is referenced to NAD 83.
 DS3984
 DS3984. The following values were computed from the NAD 83(2011) position.
 DS3984
 DS3984;                    North         East     Units Scale Factor Converg.
 DS3984;SPC MI N     -    93,395.191 8,025,948.074   MT  0.99996913   +0 14 25.8
 DS3984;SPC MI N     -   306,414.67 26,331,850.64   iFT  0.99996913   +0 14 25.8
 DS3984;UTM  16      - 5,052,230.941   525,938.569   MT  0.99960827   +0 14 16.2
 DS3984
 DS3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3984!SPC MI N     -   0.99997757  x   0.99996913  =   0.99994670
 DS3984!UTM  16      -   0.99997757  x   0.99960827  =   0.99958585
 DS3984
 DS3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER2593852230(NAD 83)
 DS3984
 DS3984                          SUPERSEDED SURVEY CONTROL
 DS3984
 DS3984.No superseded survey control is available for this station.
 DS3984
 DS3984_MARKER: F = FLANGE-ENCASED ROD
 DS3984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3984_STAMPING: 7091 D 2018
 DS3984_MARK LOGO: NGS
 DS3984_PROJECTION: RECESSED 4 CENTIMETERS
 DS3984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3984+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS3984_ROD/PIPE-DEPTH: 3.2 meters
 DS3984
 DS3984  HISTORY     - Date     Condition        Report By
 DS3984  HISTORY     - 2018     MONUMENTED       NGS
 DS3984  HISTORY     - 20220811 GOOD             NGS
 DS3984
 DS3984                          STATION DESCRIPTION
 DS3984
 DS3984'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3984'LOCATED IN DELTA COUNTY, MI.
 DS3984'
 DS3984'TO REACH THE STATION FROM THE US POST OFFICE BUILDING AT 6353 STATE
 DS3984'STREET IN GARDEN, MICHIGAN, PROCEED SOUTH ON MI-193 FOR 23.82 KM
 DS3984'(14.80 MI) TO THE CAMPGROUND ACROSS FROM THE FAIRPORT MARINA.
 DS3984'
 DS3984'THE STATION IS A STAINLESS STEEL ROD SET IN THE GRASS AT THE NORTHWEST
 DS3984'CORNER OF THE INTERSECTION OF II ROAD AND II DRIVE, 12.19 M (40.0 FT)
 DS3984'WEST OF THE CENTERLINE OF II DRIVE, 9.45 M (31.0 FT) NORTH OF THE
 DS3984'CENTERLINE OF II ROAD AND 1.70 (5.6 FT) NORTH OF UTILITY POLE 6N3-546.
 DS3984'THE DATUM POINT IS SET 4 CM (2 INCHES) BELOW THE GROUND, BEING THE TOP
 DS3984'OF A STAINLESS STEEL ROD DRIVEN 3.2 M (10.5 FT) TO REFUSAL AND ENCASED
 DS3984'IN A 5-INCH (13 CM) NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0189 ***********************************************************************
 QL0189  DESIGNATION -  908 7093 IRON
 QL0189  PID         -  QL0189
 QL0189  STATE/COUNTY-  MI/DELTA
 QL0189  COUNTRY     -  US
 QL0189  USGS QUAD   -  GLADSTONE (2017)
 QL0189
 QL0189                         *CURRENT SURVEY CONTROL
 QL0189  ______________________________________________________________________
 QL0189* NAD 83(1986) POSITION- 45 52 15.     (N) 087 00 32.     (W)   SCALED
 QL0189* NAVD 88 ORTHO HEIGHT -   179.369 (meters)      588.48  (feet) ADJUSTED
 QL0189  ______________________________________________________________________
 QL0189  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 QL0189  DYNAMIC HEIGHT  -        179.371 (meters)      588.49  (feet) COMP
 QL0189  MODELED GRAVITY -    980,620.7   (mgal)                       NAVD 88
 QL0189
 QL0189  VERT ORDER      -  FIRST     CLASS 0
 QL0189
 QL0189.The horizontal coordinates were scaled from a map and have
 QL0189.an estimated accuracy of +/- 6 seconds.
 QL0189
 QL0189.The orthometric height was determined by differential leveling and
 QL0189.adjusted by the NATIONAL GEODETIC SURVEY
 QL0189.in June 1991.
 QL0189
 QL0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0189.GEOID18 height accuracy estimate available here.
 QL0189
 QL0189.Click photographs - Photos may exist for this station.
 QL0189
 QL0189.The dynamic height is computed by dividing the NAVD 88
 QL0189.geopotential number by the normal gravity value computed on the
 QL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0189.degrees latitude (g = 980.6199 gals.).
 QL0189
 QL0189.The modeled gravity was interpolated from observed gravity values.
 QL0189
 QL0189;                    North         East    Units  Estimated Accuracy
 QL0189;SPC MI N     -   120,870.    7,999,310.      MT  (+/- 180 meters Scaled)
 QL0189
 QL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR993796(NAD 83)
 QL0189
 QL0189                          SUPERSEDED SURVEY CONTROL
 QL0189
 QL0189.No superseded survey control is available for this station.
 QL0189
 QL0189_MARKER: DD = SURVEY DISK
 QL0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0189_SP_SET: BUILDING
 QL0189_STAMPING: IRON
 QL0189_MARK LOGO: USACE
 QL0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0189
 QL0189  HISTORY     - Date     Condition        Report By
 QL0189  HISTORY     - UNK      MONUMENTED       USACE
 QL0189  HISTORY     - 1972     GOOD             NGS
 QL0189  HISTORY     - 1975     GOOD             NOS
 QL0189
 QL0189                          STATION DESCRIPTION
 QL0189
 QL0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0189'2.6 MI NE FROM GLADSTONE.
 QL0189'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0189'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0189'1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2 TO THE SMALL
 QL0189'COMMUNITY OF KIPLING, THENCE 0.1 MILE SOUTHEAST ALONG COUNTY
 QL0189'ROAD F 1 S TO GATE OF CITIES SERVICE OIL COMPANY, THENCE 0.1
 QL0189'MILE SOUTHEAST ALONG A GRAVEL ROAD TO THE MOST SOUTHEAST ONE OF
 QL0189'2-VERY LARGE ABANDONED CONCRETE BUILDING, 25 1/2 FEET SOUTHWEST
 QL0189'OF THE CENTER LINE OF THE ROAD LEADING TO A DOCK, SET VERTICALLY
 QL0189'IN THE SOUTHEAST FACE OF THE BUILDING, 0.6 FOOT SOUTHWEST OF THE
 QL0189'EAST CORNER OF THE BUILDING AND 4.4 FEET ABOVE THE LEVEL OF THE
 QL0189'GROUND.  SECTION 10, T 40 N, R 22 W.
 QL0189
 QL0189                          STATION RECOVERY (1975)
 QL0189
 QL0189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0189'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, ABOUT 450 FT.
 QL0189'NORTHWEST OF THE WATERS EDGE, ON EASTERLY FACE OF LARGER OF TWO TWO
 QL0189'STORY CONCRETE WAREHOUSE BUILDINGS BUILT BY CLEVELAND CLIFFS IRON
 QL0189'COMPANY IN 1905, 0.6 FT. FROM THE NORTHEAST CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0190 ***********************************************************************
 QL0190  DESIGNATION -  908 7093 RUINS USLS
 QL0190  PID         -  QL0190
 QL0190  STATE/COUNTY-  MI/DELTA
 QL0190  COUNTRY     -  US
 QL0190  USGS QUAD   -  GLADSTONE (2017)
 QL0190
 QL0190                         *CURRENT SURVEY CONTROL
 QL0190  ______________________________________________________________________
 QL0190* NAD 83(1986) POSITION- 45 52 14.     (N) 087 00 23.     (W)   SCALED
 QL0190* NAVD 88 ORTHO HEIGHT -   179.937 (meters)      590.34  (feet) ADJUSTED
 QL0190  ______________________________________________________________________
 QL0190  GEOID HEIGHT    -        -35.571 (meters)                     GEOID18
 QL0190  DYNAMIC HEIGHT  -        179.938 (meters)      590.35  (feet) COMP
 QL0190  MODELED GRAVITY -    980,620.7   (mgal)                       NAVD 88
 QL0190
 QL0190  VERT ORDER      -  FIRST     CLASS 0
 QL0190
 QL0190.The horizontal coordinates were scaled from a map and have
 QL0190.an estimated accuracy of +/- 6 seconds.
 QL0190
 QL0190.The orthometric height was determined by differential leveling and
 QL0190.adjusted by the NATIONAL GEODETIC SURVEY
 QL0190.in June 1991.
 QL0190
 QL0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0190.GEOID18 height accuracy estimate available here.
 QL0190
 QL0190.Click photographs - Photos may exist for this station.
 QL0190
 QL0190.The dynamic height is computed by dividing the NAVD 88
 QL0190.geopotential number by the normal gravity value computed on the
 QL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0190.degrees latitude (g = 980.6199 gals.).
 QL0190
 QL0190.The modeled gravity was interpolated from observed gravity values.
 QL0190
 QL0190;                    North         East    Units  Estimated Accuracy
 QL0190;SPC MI N     -   120,840.    7,999,500.      MT  (+/- 180 meters Scaled)
 QL0190
 QL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR995796(NAD 83)
 QL0190
 QL0190                          SUPERSEDED SURVEY CONTROL
 QL0190
 QL0190.No superseded survey control is available for this station.
 QL0190
 QL0190_MARKER: B = BOLT
 QL0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0190_SP_SET: FLOOR
 QL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0190
 QL0190  HISTORY     - Date     Condition        Report By
 QL0190  HISTORY     - UNK      MONUMENTED       USLS
 QL0190  HISTORY     - 1972     GOOD             NGS
 QL0190  HISTORY     - 1975     GOOD             NOS
 QL0190  HISTORY     - 20200923 MARK NOT FOUND   TRIMEE
 QL0190
 QL0190                          STATION DESCRIPTION
 QL0190
 QL0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0190'2.8 MI NE FROM GLADSTONE.
 QL0190'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND
 QL0190'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0190'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 2 (OLD), THENCE 0.1 MILE
 QL0190'SOUTHEAST ALONG COUNTY ROAD F 1 S, THENCE 0.2 MILE SOUTHEAST
 QL0190'ALONG A GRAVEL ROAD TO A DOCK AND OLD CONCRETE RUINS OF
 QL0190'BUILDINGS, 128 1/2 FEET EAST OF THE MOST EASTERLY ONE OF 14
 QL0190'LARGE OIL STORAGE TANKS, 239 FEET NORTHWEST OF 4 LARGE
 QL0190'FLOODLIGHTS, 28 FEET NORTHEAST OF A RANGE LIGHT THAT IS PAINTED
 QL0190'RED, A CHISELED CROSS ON THE TOP OF MOST SOUTHWEST ONE OF
 QL0190'3 - 1 1/4 INCH IRON BOLTS THAT PROJECTS 5 INCHES ABOVE THE
 QL0190'FLOOR OF OLD BUILDING RUINS, AND 4 FEET ABOVE THE LEVEL OF THE
 QL0190'GROUND.  SECTION 10, T 40 N, R 22 W.
 QL0190
 QL0190                          STATION RECOVERY (1975)
 QL0190
 QL0190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0190'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, IN RUINS OF OLD
 QL0190'BUILDING, ABOUT 200 FT. NORTHWEST OF THE WATERS EDGE, NEAR SOUTH
 QL0190'CORNER OF THE RUINS, 28.3 FT. NORTHEAST OF A REAR RANGE LIGHT.
 QL0190
 QL0190                          STATION RECOVERY (2020)
 QL0190
 QL0190'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GWC)
 QL0190'THE MARK IS LOCATED IN AN OLD INDUSTRIAL AREA SURROUNDED BY A CHAIN
 QL0190'LINK FENCE.  A LOCKED GATE IS ON THE ROAD INTO THE SITE 1950 FT (594.4
 QL0190'M) MEASURED ON GOOGLE EARTH FROM THE MARK LOCATION THEREFORE THERE IS
 QL0190'NO ACCESS TO SEARCH FOR THE MARK.  COULD NOT GET CLOSE ENOUGH TO THE
 QL0190'MARK LOCATION TO TAKE ANY PICTURES OR SEARCH FOR ANY RUINS MENTIONED
 QL0190'IN THE 1972 OR 1975 STATION RECOVERY DESCRIPTIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0191 ***********************************************************************
 QL0191  DESIGNATION -  908 7093 TANK
 QL0191  PID         -  QL0191
 QL0191  STATE/COUNTY-  MI/DELTA
 QL0191  COUNTRY     -  US
 QL0191  USGS QUAD   -  GLADSTONE (2017)
 QL0191
 QL0191                         *CURRENT SURVEY CONTROL
 QL0191  ______________________________________________________________________
 QL0191* NAD 83(1986) POSITION- 45 52 13.     (N) 087 00 19.     (W)   SCALED
 QL0191* NAVD 88 ORTHO HEIGHT -   178.197 (meters)      584.63  (feet) ADJUSTED
 QL0191  ______________________________________________________________________
 QL0191  GEOID HEIGHT    -        -35.573 (meters)                     GEOID18
 QL0191  DYNAMIC HEIGHT  -        178.199 (meters)      584.64  (feet) COMP
 QL0191  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 QL0191
 QL0191  VERT ORDER      -  FIRST     CLASS 0
 QL0191
 QL0191.The horizontal coordinates were scaled from a map and have
 QL0191.an estimated accuracy of +/- 6 seconds.
 QL0191
 QL0191.The orthometric height was determined by differential leveling and
 QL0191.adjusted by the NATIONAL GEODETIC SURVEY
 QL0191.in June 1991.
 QL0191
 QL0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0191.GEOID18 height accuracy estimate available here.
 QL0191
 QL0191.Click photographs - Photos may exist for this station.
 QL0191
 QL0191.The dynamic height is computed by dividing the NAVD 88
 QL0191.geopotential number by the normal gravity value computed on the
 QL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0191.degrees latitude (g = 980.6199 gals.).
 QL0191
 QL0191.The modeled gravity was interpolated from observed gravity values.
 QL0191
 QL0191;                    North         East    Units  Estimated Accuracy
 QL0191;SPC MI N     -   120,810.    7,999,590.      MT  (+/- 180 meters Scaled)
 QL0191
 QL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR995796(NAD 83)
 QL0191
 QL0191                          SUPERSEDED SURVEY CONTROL
 QL0191
 QL0191.No superseded survey control is available for this station.
 QL0191
 QL0191_MARKER: DD = SURVEY DISK
 QL0191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0191
 QL0191  HISTORY     - Date     Condition        Report By
 QL0191  HISTORY     - UNK      MONUMENTED       USLS
 QL0191  HISTORY     - 1972     GOOD             NGS
 QL0191  HISTORY     - 1975     GOOD             NOS
 QL0191  HISTORY     - 20200923 MARK NOT FOUND   TRIMEE
 QL0191
 QL0191                          STATION DESCRIPTION
 QL0191
 QL0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0191'2.8 MI NE FROM GLADSTONE.
 QL0191'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0191'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0191'1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2, THENCE 0.1 MILE
 QL0191'SOUTHEAST ALONG COUNTY ROAD F 1 S, THENCE 0.2 MILE SOUTHEAST
 QL0191'ALONG A GRAVEL ROAD, 362 FEET EAST OF THE MOST EASTERLY ONE OF
 QL0191'14 LARGE OIL STORAGE TANKS, 217.4 FEET NORTHEAST OF 4 LARGE
 QL0191'FLOOD LIGHTS, 96 FEET SOUTHWEST OF A TIDE GUAGE, 34 FEET
 QL0191'NORTHWEST OF THE NORTHWEST EDGE OF A WOODEN BULKHEAD FOR DOCK,
 QL0191'247 FEET EAST OF RUINS (USLS) DESCRIBED, THE TOP OF 5/8 INCH
 QL0191'COPPER COATED STEEL ROD 10 INCHES BELOW THE LEVEL OF THE GROUND.
 QL0191'THE ROD WAS DRIVEN TO A DEPTH OF 25 FEET.  SECTION 10, T 40 N,
 QL0191'R 22 W.
 QL0191
 QL0191                          STATION RECOVERY (1975)
 QL0191
 QL0191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0191'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, 217.4 FT. NORTHEAST
 QL0191'OF POLE SUPPORTING FLOOD LIGHTS, 102.0 FT. SOUTHWEST OF NORTHEAST
 QL0191'CORNER OF WOOD DOCK WALL, 36.0 FT. NORTHWEST OF FACE OF WOOD DOCK.
 QL0191
 QL0191                          STATION RECOVERY (2020)
 QL0191
 QL0191'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 QL0191'THE MARK AREA IS LOCATED IN AN OLD INDUSTRIAL AREA SURROUNDED BY A
 QL0191'CHAIN LINK FENCE.  A LOCKED GATE IS ON THE ROAD INTO THE SITE 1900 FT
 QL0191'(579.1 M) FROM THE MARK LOCATION THEREFORE THERE IS NO ACCESS TO
 QL0191'SEARCH FOR THE MARK.  ON GOOGLE EARTH THE MARK PLOTS OUT INTO LAKE
 QL0191'MICHIGAN AND THERE IS NO EVIDENCE OF THE OIL STORAGE TANKS OR THE DOCK
 QL0191'MENTIONED IN THE 1972 OR 1975 STATION DESCRIPTIONS.  COULD NOT GET
 QL0191'CLOSE ENOUGH TO THE MARK LOCATION TO TAKE ANY PICTURES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3973 ***********************************************************************
 DS3973  DESIGNATION -  908 7094 B
 DS3973  PID         -  DS3973
 DS3973  STATE/COUNTY-  MI/SCHOOLCRAFT
 DS3973  COUNTRY     -  US
 DS3973  USGS QUAD   -  MANISTIQUE EAST (2017)
 DS3973
 DS3973                         *CURRENT SURVEY CONTROL
 DS3973  ______________________________________________________________________
 DS3973* NAD 83(2011) POSITION- 45 56 59.15071(N) 086 14 41.90959(W)   ADJUSTED
 DS3973* NAD 83(2011) ELLIP HT-   142.424 (meters)        (12/02/25)   ADJUSTED
 DS3973* NAD 83(2011) EPOCH   -  2010.00
 DS3973* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) GPS OBS
 DS3973  ______________________________________________________________________
 DS3973  GEOID HEIGHT    -        -35.430 (meters)                     GEOID18
 DS3973  NAD 83(2011) X  -    290,937.876 (meters)                     COMP
 DS3973  NAD 83(2011) Y  - -4,432,896.962 (meters)                     COMP
 DS3973  NAD 83(2011) Z  -  4,561,469.337 (meters)                     COMP
 DS3973  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 DS3973
 DS3973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3973  Standards:
 DS3973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3973  -------------------------------------------------------------------
 DS3973  NETWORK    0.48   0.88           0.22   0.16   0.45     -0.03371818
 DS3973  -------------------------------------------------------------------
 DS3973  Click here for local accuracies and other accuracy information.
 DS3973
 DS3973.The horizontal coordinates were established by GPS observations
 DS3973.and adjusted by the National Geodetic Survey in December 2025.
 DS3973
 DS3973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3973.been affixed to the stable North American tectonic plate. See 
 DS3973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3973
 DS3973.The horizontal coordinates are valid at the epoch date displayed above
 DS3973.which is a decimal equivalence of Year/Month/Day.
 DS3973
 DS3973.The orthometric height was determined by GPS observations and a
 DS3973.high-resolution geoid model.
 DS3973
 DS3973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3973.GEOID18 height accuracy estimate available here.
 DS3973
 DS3973.Click photographs - Photos may exist for this station.
 DS3973
 DS3973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3973
 DS3973.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3973
 DS3973.The ellipsoidal height was determined by GPS observations
 DS3973.and is referenced to NAD 83.
 DS3973
 DS3973. The following values were computed from the NAD 83(2011) position.
 DS3973
 DS3973;                    North         East     Units Scale Factor Converg.
 DS3973;SPC MI N     -   129,920.759 8,058,534.069   MT  0.99991989   +0 32 44.6
 DS3973;SPC MI N     -   426,249.21 26,438,760.07   iFT  0.99991989   +0 32 44.6
 DS3973;UTM  16      - 5,088,743.079   558,516.174   MT  0.99964209   +0 32 33.6
 DS3973
 DS3973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3973!SPC MI N     -   0.99997767  x   0.99991989  =   0.99989756
 DS3973!UTM  16      -   0.99997767  x   0.99964209  =   0.99961977
 DS3973
 DS3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5851688743(NAD 83)
 DS3973
 DS3973                          SUPERSEDED SURVEY CONTROL
 DS3973
 DS3973.No superseded survey control is available for this station.
 DS3973
 DS3973_MARKER: F = FLANGE-ENCASED ROD
 DS3973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3973_STAMPING: 7094 B 2017
 DS3973_MARK LOGO: NGS
 DS3973_PROJECTION: RECESSED 8 CENTIMETERS
 DS3973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS3973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3973+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS3973_ROD/PIPE-DEPTH: 7.3 meters
 DS3973
 DS3973  HISTORY     - Date     Condition        Report By
 DS3973  HISTORY     - 2017     MONUMENTED       NGS
 DS3973  HISTORY     - 20220811 GOOD             NGS
 DS3973
 DS3973                          STATION DESCRIPTION
 DS3973
 DS3973'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3973'LOCATED IN SCHOOLCRAFT COUNTY, MI.
 DS3973'
 DS3973'THE MARK IS LOCATED ABOUT 19.1 MI (30.7 KM) NORTHEAST OF GARDEN, 14.6
 DS3973'MI (23.5 KM) EAST-NORTHEAST OF GARDEN CORNERS, 11.6 MI (18.7 KM)
 DS3973'WEST-SOUTHWEST OF GULLIVER, 11.4 MI (18.3 KM) EAST-NORTHEAST OF COOKS
 DS3973'AND IN THE TOWN OF MANISTIQUE, MI.
 DS3973'
 DS3973'THE BENCH MARK IS A STAINLESS STEEL ROD IN A GREASED SLEEVE, ENCASED
 DS3973'IN A CONCRETE KICK BLOCK CONTAINING MAGNETS WITH NOS LOGO CAP, DRIVEN
 DS3973'7.3 M (24.0 FT) TO REFUSAL, 64.25 M (210.8 FT) SOUTH-SOUTHEAST OF A
 DS3973'LIGHT POLE AT THE SOUTHWEST END OF A PARKING LOT, 46.73 M (153.3 FT)
 DS3973'NORTH-NORTHEAST OF THE NORTH CORNER OF THE VIEWING PLATFORM, 45.36 M
 DS3973'(148.8 FT) SOUTH OF THE EDGE OF PAVEMENT OF S CEDAR DRIVE AND 1.57 M
 DS3973'(5.2 FT) EAST-SOUTHEAST OF A WITNESS POST.  THE DATUM POINT IS SET 8
 DS3973'CM (3 INCHES) BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7736 ***********************************************************************
 DQ7736  DESIGNATION -  908 7096 CAP
 DQ7736  PID         -  DQ7736
 DQ7736  STATE/COUNTY-  MI/SCHOOLCRAFT
 DQ7736  COUNTRY     -  US
 DQ7736  USGS QUAD   -  HUGHES POINT (2017)
 DQ7736
 DQ7736                         *CURRENT SURVEY CONTROL
 DQ7736  ______________________________________________________________________
 DQ7736* NAD 83(1986) POSITION- 45 58 11.67   (N) 085 52 17.00   (W)   HD_HELD1
 DQ7736* NAVD 88 ORTHO HEIGHT -   178.602 (meters)      585.96  (feet) ADJUSTED
 DQ7736  ______________________________________________________________________
 DQ7736  GEOID HEIGHT    -        -35.092 (meters)                     GEOID18
 DQ7736  DYNAMIC HEIGHT  -        178.610 (meters)      585.99  (feet) COMP
 DQ7736  MODELED GRAVITY -    980,655.0   (mgal)                       NAVD 88
 DQ7736
 DQ7736  VERT ORDER      -  SECOND    CLASS I
 DQ7736
 DQ7736.The horizontal coordinates were determined by differentially corrected
 DQ7736.hand held GPS observations or other comparable positioning techniques
 DQ7736.and have an estimated accuracy of +/- 3 meters.
 DQ7736
 DQ7736.The orthometric height was determined by differential leveling and
 DQ7736.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7736.in June 2022.
 DQ7736
 DQ7736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7736.GEOID18 height accuracy estimate available here.
 DQ7736
 DQ7736.Click photographs - Photos may exist for this station.
 DQ7736
 DQ7736.The dynamic height is computed by dividing the NAVD 88
 DQ7736.geopotential number by the normal gravity value computed on the
 DQ7736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7736.degrees latitude (g = 980.6199 gals.).
 DQ7736
 DQ7736.The modeled gravity was interpolated from observed gravity values.
 DQ7736
 DQ7736;                    North         East    Units  Estimated Accuracy
 DQ7736;SPC MI N     -   132,503.5   8,087,463.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7736
 DQ7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8743891323(NAD 83)
 DQ7736
 DQ7736                          SUPERSEDED SURVEY CONTROL
 DQ7736
 DQ7736.No superseded survey control is available for this station.
 DQ7736
 DQ7736_MARKER: Z = SEE DESCRIPTION
 DQ7736_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ7736_SP_SET: STEEL BULKHEAD
 DQ7736_STAMPING: 7096 CAP
 DQ7736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ7736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7736+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 DQ7736
 DQ7736  HISTORY     - Date     Condition        Report By
 DQ7736  HISTORY     - 2006     MONUMENTED       NOS
 DQ7736  HISTORY     - 20150806 GOOD             NOS
 DQ7736  HISTORY     - 20180719 GOOD             NOS
 DQ7736  HISTORY     - 20220903 GOOD             CO-OPS
 DQ7736
 DQ7736                          STATION DESCRIPTION
 DQ7736
 DQ7736'DESCRIBED BY NATIONAL OCEAN SERVICE 2015 (LAS)
 DQ7736'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF GOULD
 DQ7736'CITY, 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 7.0 MI
 DQ7736'(11.3 KM) EAST-SOUTHEAST OF GULLIVER.
 DQ7736'
 DQ7736'TO REACH IN THE VILLAGE OF GULLIVER FROM THE INTERSECTION OF US
 DQ7736'HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432 (PORT
 DQ7736'INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.44 KM (8.35
 DQ7736'MI) TO BENCH MARK CAP ON THE PROPERTY OF O-N MINERALS INC., (OLD PORT
 DQ7736'INLAND LIME AND STONE CO.), AT THE NORTHWEST CORNER OF THE HARBOR, AT
 DQ7736'THE NORTH END OF BOAT SLIP AREA, BEING THE HIGH POINT ON STEEL
 DQ7736'BULKHEAD CAP CREATED WITH A GRINDER.
 DQ7736'
 DQ7736'IT IS 5.70 M (18.7 FT) WEST OF THE WEST EDGE OF FIRST EASTERLY BOLLARD
 DQ7736'FROM GAUGE HOUSE, 3.09 M (10.1 FT) EAST OF THE EAST GAUGE HOUSE WALL,
 DQ7736'0.69 M (2.3 FT) EAST OF THE EAST SIDE OF BOLLARD AND 0.04 M (0.1 FT)
 DQ7736'SOUTH OF THE NORTH EDGE OF THE STEEL BULKHEAD CAP.
 DQ7736
 DQ7736                          STATION RECOVERY (2018)
 DQ7736
 DQ7736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (LAS)
 DQ7736'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF GOULD CITY,
 DQ7736'10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 7.0 MI (11.3 KM)
 DQ7736'EAST-SOUTHEAST OF GULLIVER.
 DQ7736'
 DQ7736'TO REACH FROM IN THE VILLAGE OF GULLIVER FROM THE INTERSECTION OF US
 DQ7736'HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432 (PORT
 DQ7736'INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.44 KM (8.35
 DQ7736'MI) TO BENCH MARK CAP ON THE PROPERTY OF O-N MINERALS INC., (OLD PORT
 DQ7736'INLAND LIME AND STONE CO.) AT THE NORTHWEST CORNER OF THE HARBOR, AT
 DQ7736'THE NORTH END OF BOAT SLIP AREA.
 DQ7736'
 DQ7736'IT IS 5.70 M (18.7 FT) WEST OF THE WEST EDGE OF FIRST EASTERLY BOLLARD
 DQ7736'FROM GAUGE HOUSE, 3.09 M (10.1 FT) EAST OF THE EAST GAUGE HOUSE WALL,
 DQ7736'0.69 M (2.3 FT) EAST OF THE EAST SIDE OF BOLLARD AND 0.04 M (0.1 FT)
 DQ7736'SOUTH OF THE NORTH EDGE OF THE STEEL BULKHEAD CAP, BEING THE HIGH
 DQ7736'POINT ON THE SOUTHERN EDGE OF THE CAP OF THE STEEL BULKHEAD CREATED
 DQ7736'WITH A GRINDER AND STAMPED 7096 CAP.
 DQ7736'
 DQ7736'NOTE-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 DQ7736'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 DQ7736
 DQ7736                          STATION RECOVERY (2022)
 DQ7736
 DQ7736'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC8316 ***********************************************************************
 AC8316  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8316  DESIGNATION -  908 7096 F
 AC8316  PID         -  AC8316
 AC8316  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8316  COUNTRY     -  US
 AC8316  USGS QUAD   -  HUGHES POINT (2017)
 AC8316
 AC8316                         *CURRENT SURVEY CONTROL
 AC8316  ______________________________________________________________________
 AC8316* NAD 83(1986) POSITION- 45 58 17.28   (N) 085 52 21.25   (W)   HD_HELD1
 AC8316* NAVD 88 ORTHO HEIGHT -   181.804 (meters)      596.47  (feet) ADJUSTED
 AC8316  ______________________________________________________________________
 AC8316  GEOID HEIGHT    -        -35.091 (meters)                     GEOID18
 AC8316  DYNAMIC HEIGHT  -        181.812 (meters)      596.49  (feet) COMP
 AC8316  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 AC8316
 AC8316  VERT ORDER      -  SECOND    CLASS I
 AC8316
 AC8316.The horizontal coordinates were determined by differentially corrected
 AC8316.hand held GPS observations or other comparable positioning techniques
 AC8316.and have an estimated accuracy of +/- 3 meters.
 AC8316
 AC8316.The orthometric height was determined by differential leveling and
 AC8316.adjusted by the NATIONAL GEODETIC SURVEY
 AC8316.in July 1997.
 AC8316
 AC8316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8316.GEOID18 height accuracy estimate available here.
 AC8316
 AC8316.This Water Level Mark is designated as VM 13238
 AC8316.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8316
 AC8316.Click photographs - Photos may exist for this station.
 AC8316
 AC8316.The dynamic height is computed by dividing the NAVD 88
 AC8316.geopotential number by the normal gravity value computed on the
 AC8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8316.degrees latitude (g = 980.6199 gals.).
 AC8316
 AC8316.The modeled gravity was interpolated from observed gravity values.
 AC8316
 AC8316;                    North         East    Units  Estimated Accuracy
 AC8316;SPC MI N     -   132,675.4   8,087,369.2     MT  (+/- 3 meters HH1 GPS) 
 AC8316
 AC8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8734491495(NAD 83)
 AC8316
 AC8316                          SUPERSEDED SURVEY CONTROL
 AC8316
 AC8316.No superseded survey control is available for this station.
 AC8316
 AC8316_MARKER: DB = BENCH MARK DISK
 AC8316_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8316+WITH SETTING: PAVEMENT
 AC8316_SP_SET: FLAG POLE BASE
 AC8316_STAMPING: 7096 F 1979
 AC8316_MARK LOGO: NOS
 AC8316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8316+STABILITY: SURFACE MOTION
 AC8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8316+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 AC8316
 AC8316  HISTORY     - Date     Condition        Report By
 AC8316  HISTORY     - 1979     MONUMENTED       NOS
 AC8316  HISTORY     - 19940909 GOOD             NOS
 AC8316  HISTORY     - 19950921 GOOD             NOS
 AC8316  HISTORY     - 20060915 GOOD             USPSQD
 AC8316  HISTORY     - 20150806 GOOD             NOS
 AC8316  HISTORY     - 20180719 GOOD             NOS
 AC8316  HISTORY     - 20220903 GOOD             CO-OPS
 AC8316
 AC8316                          STATION DESCRIPTION
 AC8316
 AC8316'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8316'IN PORT INLAND, ON THE WEST SIDE OF COUNTY ROAD 432, ABOUT 8.4 MILES
 AC8316'(13.5 KM) EAST OF THE VILLAGE OF GULLIVER, IN FRONT OF SPECIALTY
 AC8316'MINERALS INC.  OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE CO.) ,
 AC8316'4.9 METERS (16.1 FT) WEST OF THE INNER FACE OF WEST CURB, 0.3 METERS
 AC8316'(1.0 FT) SOUTHEAST OF THE EASTERLY FLAG POLE, BEING THE HIGHEST POINT
 AC8316'OF A STANDARD NOS DISK SET 0.17 METERS (0.56 FT) NORTHWEST OF THE
 AC8316'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 AC8316
 AC8316                          STATION RECOVERY (1995)
 AC8316
 AC8316'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8316'IN PORT INLAND, ON THE WEST SIDE OF COUNTY ROAD 432, ABOUT 8.4 MILES
 AC8316'(13.5 KM) EAST OF THE VILLAGE OF GULLIVER, IN FRONT OF SPECIALTY
 AC8316'MINERALS INC.  OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE CO.) ,
 AC8316'4.9 METERS (16.1 FT) WEST OF THE INNER FACE OF WEST CURB, 0.3 METERS
 AC8316'(1.0 FT) SOUTHEAST OF THE EASTERLY FLAG POLE, BEING THE HIGHEST POINT
 AC8316'OF A STANDARD NOS DISK SET 0.17 METERS (0.56 FT) NORTHWEST OF THE
 AC8316'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 AC8316
 AC8316                          STATION RECOVERY (2006)
 AC8316
 AC8316'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AC8316'RECOVERED IN GOOD CONDITION.
 AC8316
 AC8316                          STATION RECOVERY (2015)
 AC8316
 AC8316'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 AC8316'RECOVERED IN GOOD CONDITION.
 AC8316'
 AC8316'NOTE-ADDITIONS-  TO REACH IN THE VILLAGE OF GULLIVER FROM THE
 AC8316'INTERSECTION OF US HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD) PROCEED
 AC8316'SOUTH ON 432 (PORT INLAND RD) FOR APPROXIMATELY 13.2 KM (8.2 MI) TO
 AC8316'THE BENCH MARK ON THE EAST SIDE OF THE ROAD IN FRONT OF SPECIALTY
 AC8316'MINERALS INCORPORATED OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE
 AC8316'CO.) IN THE FLAG POLE BASE.
 AC8316'
 AC8316'IT IS 1.54 M (5.1 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.25 M
 AC8316'(0.8 FT) SOUTHEAST OF THE EAST FACE OF THE FLAG POLE.
 AC8316
 AC8316                          STATION RECOVERY (2018)
 AC8316
 AC8316'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AC8316'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF GOULD CITY,
 AC8316'10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 6.9 MI (11.1 KM)
 AC8316'EAST-SOUTHEAST OF GULLIVER.
 AC8316'
 AC8316'TO REACH FROM IN THE VILLAGE OF GULLIVER, GO FROM THE INTERSECTION OF
 AC8316'US HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD) PROCEED SOUTH ON 432 (PORT
 AC8316'INLAND RD) FOR APPROXIMATELY 13.2 KM (8.2 MI) TO THE BENCH MARK ON THE
 AC8316'EAST SIDE OF THE ROAD IN FRONT OF SPECIALTY MINERALS INCORPORATED
 AC8316'OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE CO.) IN THE FLAG POLE
 AC8316'BASE.
 AC8316'
 AC8316'IT IS 4.9 M (16.1 FT) WEST OF THE INNER FACE OF WEST CURB, 1.54 M (5.1
 AC8316'FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.25 M (0.8 FT) SOUTHEAST
 AC8316'OF THE EAST FACE OF THE FLAG POLE AND 0.17 M (0.6 FT) NORTHWEST OF THE
 AC8316'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, BEING THE HIGHEST POINT
 AC8316'OF A STANDARD NOS DISK.
 AC8316'
 AC8316'NOTE-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 AC8316'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 AC8316
 AC8316                          STATION RECOVERY (2022)
 AC8316
 AC8316'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC8317 ***********************************************************************
 AC8317  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8317  DESIGNATION -  908 7096 G
 AC8317  PID         -  AC8317
 AC8317  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8317  COUNTRY     -  US
 AC8317  USGS QUAD   -  HUGHES POINT (2017)
 AC8317
 AC8317                         *CURRENT SURVEY CONTROL
 AC8317  ______________________________________________________________________
 AC8317* NAD 83(1986) POSITION- 45 58 13.92   (N) 085 52 25.78   (W)   HD_HELD1
 AC8317* NAVD 88 ORTHO HEIGHT -   181.359 (meters)      595.01  (feet) ADJUSTED
 AC8317  ______________________________________________________________________
 AC8317  GEOID HEIGHT    -        -35.094 (meters)                     GEOID18
 AC8317  DYNAMIC HEIGHT  -        181.366 (meters)      595.03  (feet) COMP
 AC8317  MODELED GRAVITY -    980,655.0   (mgal)                       NAVD 88
 AC8317
 AC8317  VERT ORDER      -  SECOND    CLASS I
 AC8317
 AC8317.The horizontal coordinates were determined by differentially corrected
 AC8317.hand held GPS observations or other comparable positioning techniques
 AC8317.and have an estimated accuracy of +/- 3 meters.
 AC8317
 AC8317.The orthometric height was determined by differential leveling and
 AC8317.adjusted by the NATIONAL GEODETIC SURVEY
 AC8317.in June 2022.
 AC8317
 AC8317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8317.GEOID18 height accuracy estimate available here.
 AC8317
 AC8317.This Water Level Mark is designated as VM 13239
 AC8317.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8317
 AC8317.Click photographs - Photos may exist for this station.
 AC8317
 AC8317.The dynamic height is computed by dividing the NAVD 88
 AC8317.geopotential number by the normal gravity value computed on the
 AC8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8317.degrees latitude (g = 980.6199 gals.).
 AC8317
 AC8317.The modeled gravity was interpolated from observed gravity values.
 AC8317
 AC8317;                    North         East    Units  Estimated Accuracy
 AC8317;SPC MI N     -   132,570.3   8,087,273.2     MT  (+/- 3 meters HH1 GPS) 
 AC8317
 AC8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8724891390(NAD 83)
 AC8317
 AC8317                          SUPERSEDED SURVEY CONTROL
 AC8317
 AC8317  NAVD 88 (07/23/97)  181.363  (m)          595.02   (f) SUPERSEDED  2 1
 AC8317
 AC8317.Superseded values are not recommended for survey control.
 AC8317
 AC8317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8317.See file dsdata.pdf to determine how the superseded data were derived.
 AC8317
 AC8317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AC8317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8317_SP_SET: STORAGE PLATFORM
 AC8317_STAMPING: 7096 G 1981
 AC8317_MARK LOGO: NOS
 AC8317_PROJECTION: RECESSED 3 CENTIMETERS
 AC8317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8317+STABILITY: SURFACE MOTION
 AC8317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8317+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 AC8317
 AC8317  HISTORY     - Date     Condition        Report By
 AC8317  HISTORY     - 1981     MONUMENTED       NOS
 AC8317  HISTORY     - 19940909 GOOD             NOS
 AC8317  HISTORY     - 19950921 GOOD             NOS
 AC8317  HISTORY     - 20150806 GOOD             NOS
 AC8317  HISTORY     - 20180719 GOOD             NOS
 AC8317  HISTORY     - 20220903 GOOD             CO-OPS
 AC8317
 AC8317                          STATION DESCRIPTION
 AC8317
 AC8317'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8317'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM THE
 AC8317'VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC. (OLD
 AC8317'PORT INLAND LIME AND STONE CO.) , LOCATED AT THE WEST SIDE AND NEAR
 AC8317'THE SOUTHWEST CORNER OF THE OIL HOUSE (BUILDING NO.  9) , ON A 72.
 AC8317'FT.  (21.9 M) X 35 FT.  (10.7 M) CONCRETE STORAGE PLATFORM, 2.5 FEET
 AC8317'(0.8 M) NORTH OF THE STEPS LEADING TO BUILDING.
 AC8317
 AC8317                          STATION RECOVERY (1995)
 AC8317
 AC8317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8317'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM THE
 AC8317'VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC. (OLD
 AC8317'PORT INLAND LIME AND STONE CO.) , LOCATED AT THE WEST SIDE AND NEAR
 AC8317'THE SOUTHWEST CORNER OF THE OIL HOUSE (BUILDING NO.  9) , ON A 72.
 AC8317'FT.  (21.9 M) X 35 FT.  (10.7 M) CONCRETE STORAGE PLATFORM, 2.5 FEET
 AC8317'(0.8 M) NORTH OF THE STEPS LEADING TO BUILDING.
 AC8317
 AC8317                          STATION RECOVERY (2015)
 AC8317
 AC8317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 AC8317'RECOVERED AS DESCRIBED.
 AC8317
 AC8317                          STATION RECOVERY (2018)
 AC8317
 AC8317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AC8317'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF GOULD CITY,
 AC8317'10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 6.8 MI (10.9 KM)
 AC8317'EAST-SOUTHEAST OF GULLIVER.
 AC8317'
 AC8317'TO REACH FROM IN THE VILLAGE OF GULLIVER, GO FROM THE INTERSECTION OF
 AC8317'US HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432
 AC8317'(PORT INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.36 KM
 AC8317'(8.30 MI) TO BENCH MARK G ON THE PROPERTY OF SPECIALTY MINERALS, INC.
 AC8317'(OLD PORT INLAND LIME AND STONE CO.) AT THE WEST SIDE AND NEAR THE
 AC8317'SOUTHWEST CORNER OF THE OIL HOUSE (BUILDING NO. 9), ON A 72 FT (21.9
 AC8317'M) X 35 FT (10.7 M) CONCRETE STORAGE PLATFORM.
 AC8317'
 AC8317'IT IS 10.65 M (34.9 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 AC8317'0.8 M (2.6 FT) NORTH OF THE STEPS LEADING TO THE SOUTHWEST ENTRANCE OF
 AC8317'BUILDING, 1 M (3.3 FT) NORTH OF A WITNESS POST AND 0.15 M (0.5 FT)
 AC8317'WEST OF THE WEST FACE OF THE BUILDING.
 AC8317'
 AC8317'NOTE-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 AC8317'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 AC8317
 AC8317                          STATION RECOVERY (2022)
 AC8317
 AC8317'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC8318 ***********************************************************************
 AC8318  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8318  DESIGNATION -  908 7096 H
 AC8318  PID         -  AC8318
 AC8318  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8318  COUNTRY     -  US
 AC8318  USGS QUAD   -  HUGHES POINT (2017)
 AC8318
 AC8318                         *CURRENT SURVEY CONTROL
 AC8318  ______________________________________________________________________
 AC8318* NAD 83(1986) POSITION- 45 58 12.     (N) 085 52 16.     (W)   SCALED
 AC8318* NAVD 88 ORTHO HEIGHT -   178.572 (meters)      585.87  (feet) ADJUSTED
 AC8318  ______________________________________________________________________
 AC8318  GEOID HEIGHT    -        -35.092 (meters)                     GEOID18
 AC8318  DYNAMIC HEIGHT  -        178.580 (meters)      585.89  (feet) COMP
 AC8318  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 AC8318
 AC8318  VERT ORDER      -  SECOND    CLASS I
 AC8318
 AC8318.The horizontal coordinates were scaled from a map and have
 AC8318.an estimated accuracy of +/- 6 seconds.
 AC8318
 AC8318.The orthometric height was determined by differential leveling and
 AC8318.adjusted by the NATIONAL GEODETIC SURVEY
 AC8318.in July 1997.
 AC8318
 AC8318.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8318.GEOID18 height accuracy estimate available here.
 AC8318
 AC8318.This Water Level Mark is designated as VM 13240
 AC8318.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8318
 AC8318.Click photographs - Photos may exist for this station.
 AC8318
 AC8318.The dynamic height is computed by dividing the NAVD 88
 AC8318.geopotential number by the normal gravity value computed on the
 AC8318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8318.degrees latitude (g = 980.6199 gals.).
 AC8318
 AC8318.The modeled gravity was interpolated from observed gravity values.
 AC8318
 AC8318;                    North         East    Units  Estimated Accuracy
 AC8318;SPC MI N     -   132,510.    8,087,490.      MT  (+/- 180 meters Scaled)
 AC8318
 AC8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER874913(NAD 83)
 AC8318
 AC8318                          SUPERSEDED SURVEY CONTROL
 AC8318
 AC8318.No superseded survey control is available for this station.
 AC8318
 AC8318_MARKER: DB = BENCH MARK DISK
 AC8318_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8318_SP_SET: BULKHEAD
 AC8318_STAMPING: 7096 H
 AC8318_MARK LOGO: NOS
 AC8318_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8318
 AC8318  HISTORY     - Date     Condition        Report By
 AC8318  HISTORY     - 1991     MONUMENTED       NOS
 AC8318  HISTORY     - 19940909 GOOD             NOS
 AC8318  HISTORY     - 19950921 GOOD             NOS
 AC8318
 AC8318                          STATION DESCRIPTION
 AC8318
 AC8318'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8318'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ALONG COUNTY ROAD 432 FROM
 AC8318'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.
 AC8318'(OLD PORT INLAND LIME AND STONE CO.) , 550 FEET (167.6 M) SOUTH OF THE
 AC8318'NORTHWEST CORNER OF THE HARBOR, 44.0 FEET (13.4 M) EAST OF THE MOST
 AC8318'NORTHERLY LEG OF A CONVEYOR STATION, 13.8 FEET (4.2 M) NORTH OF THE
 AC8318'NORTH RAIL LEADING TO THE CONVEYOR STATION, 3.3 FEET (1.0 M) WEST OF
 AC8318'THE BULKHEAD FACE, SET FLUSH IN TOP OF CONCRETE BULKHEAD.
 AC8318
 AC8318                          STATION RECOVERY (1995)
 AC8318
 AC8318'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8318'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ALONG COUNTY ROAD 432 FROM
 AC8318'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.
 AC8318'(OLD PORT INLAND LIME AND STONE CO.) , 550 FEET (167.6 M) SOUTH OF THE
 AC8318'NORTHWEST CORNER OF THE HARBOR, 44.0 FEET (13.4 M) EAST OF THE MOST
 AC8318'NORTHERLY LEG OF A CONVEYOR STATION, 13.8 FEET (4.2 M) NORTH OF THE
 AC8318'NORTH RAIL LEADING TO THE CONVEYOR STATION, 3.3 FEET (1.0 M) WEST OF
 AC8318'THE BULKHEAD FACE, SET FLUSH IN TOP OF CONCRETE BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7737 ***********************************************************************
 DQ7737  DESIGNATION -  908 7096 H RESET
 DQ7737  PID         -  DQ7737
 DQ7737  STATE/COUNTY-  MI/SCHOOLCRAFT
 DQ7737  COUNTRY     -  US
 DQ7737  USGS QUAD   -  HUGHES POINT (2017)
 DQ7737
 DQ7737                         *CURRENT SURVEY CONTROL
 DQ7737  ______________________________________________________________________
 DQ7737* NAD 83(1986) POSITION- 45 58 06.2    (N) 085 52 19.3    (W)   HD_HELD2
 DQ7737* NAVD 88 ORTHO HEIGHT -   178.568 (meters)      585.85  (feet) ADJUSTED
 DQ7737  ______________________________________________________________________
 DQ7737  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 DQ7737  DYNAMIC HEIGHT  -        178.575 (meters)      585.87  (feet) COMP
 DQ7737  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 DQ7737
 DQ7737  VERT ORDER      -  SECOND    CLASS I
 DQ7737
 DQ7737.The horizontal coordinates were established by autonomous hand held GPS
 DQ7737.observations and have an estimated accuracy of +/- 10 meters.
 DQ7737
 DQ7737.The orthometric height was determined by differential leveling and
 DQ7737.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7737.in June 2022.
 DQ7737
 DQ7737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7737.GEOID18 height accuracy estimate available here.
 DQ7737
 DQ7737.Click photographs - Photos may exist for this station.
 DQ7737
 DQ7737.The dynamic height is computed by dividing the NAVD 88
 DQ7737.geopotential number by the normal gravity value computed on the
 DQ7737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7737.degrees latitude (g = 980.6199 gals.).
 DQ7737
 DQ7737.The modeled gravity was interpolated from observed gravity values.
 DQ7737
 DQ7737;                    North         East    Units  Estimated Accuracy
 DQ7737;SPC MI N     -   132,334.    8,087,416.      MT  (+/- 10 meters HH2 GPS)
 DQ7737
 DQ7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8739191153(NAD 83)
 DQ7737
 DQ7737                          SUPERSEDED SURVEY CONTROL
 DQ7737
 DQ7737.No superseded survey control is available for this station.
 DQ7737
 DQ7737_MARKER: DB = BENCH MARK DISK
 DQ7737_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ7737_SP_SET: BULKHEAD
 DQ7737_STAMPING: 7096 H 91 RESET 2001
 DQ7737_MARK LOGO: NOS
 DQ7737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ7737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7737+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 DQ7737
 DQ7737  HISTORY     - Date     Condition        Report By
 DQ7737  HISTORY     - 2001     MONUMENTED       NOS
 DQ7737  HISTORY     - 20150806 GOOD             NOS
 DQ7737  HISTORY     - 20180719 GOOD             NOS
 DQ7737  HISTORY     - 20220903 GOOD             CO-OPS
 DQ7737
 DQ7737                          STATION DESCRIPTION
 DQ7737
 DQ7737'DESCRIBED BY NATIONAL OCEAN SERVICE 2015 (LAS)
 DQ7737'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHWEST OF GOULD
 DQ7737'CITY, 10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 6.9 MI
 DQ7737'(11.1 KM) EAST-SOUTHEAST OF GULLIVER.
 DQ7737'
 DQ7737'TO REACH IN THE VILLAGE OF GULLIVER FROM THE INTERSECTION OF US
 DQ7737'HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432 (PORTY
 DQ7737'INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.60 KM (8.45
 DQ7737'MI) TO RESET ON THE PROPERTY OF SPECIALTY MINERALS, INC.  (OLD PORT
 DQ7737'INLAND LIME AND STONE CO.), SET FLUSH IN THE TOP OF CONCRETE BULKHEAD.
 DQ7737'IT IS 167.6 M (549.9 FT) SOUTH OF THE NORTHWEST CORNER OF THE HARBOR,
 DQ7737'13.4 M (44.0 FT) EAST OF THE MOST NORTHERLY LEG OF A CONVEYOR STATION,
 DQ7737'4.2 M (13.8 FT) NORTH OF THE NORTH RAIL LEADING TO THE CONVEYOR
 DQ7737'STATION AND 1.0 M (3.3 FT) WEST OF THE BULKHEAD FACE.
 DQ7737
 DQ7737                          STATION RECOVERY (2018)
 DQ7737
 DQ7737'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DQ7737'RECOVERED IN GOOD CONDITION.
 DQ7737'
 DQ7737'NOTE-ADD-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 DQ7737'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 DQ7737
 DQ7737                          STATION RECOVERY (2022)
 DQ7737
 DQ7737'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5177 ***********************************************************************
 DJ5177  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DJ5177  DESIGNATION -  908 7096 J
 DJ5177  PID         -  DJ5177
 DJ5177  STATE/COUNTY-  MI/SCHOOLCRAFT
 DJ5177  COUNTRY     -  US
 DJ5177  USGS QUAD   -  HUGHES POINT (2017)
 DJ5177
 DJ5177                         *CURRENT SURVEY CONTROL
 DJ5177  ______________________________________________________________________
 DJ5177* NAD 83(2011) POSITION- 45 58 20.87389(N) 085 52 20.88793(W)   ADJUSTED
 DJ5177* NAD 83(2011) ELLIP HT-   146.227 (meters)        (06/27/12)   ADJUSTED
 DJ5177* NAD 83(2011) EPOCH   -  2010.00
 DJ5177* NAVD 88 ORTHO HEIGHT -   181.303 (meters)      594.82  (feet) ADJUSTED
 DJ5177  ______________________________________________________________________
 DJ5177  GEOID HEIGHT    -        -35.089 (meters)                     GEOID18
 DJ5177  NAD 83(2011) X  -    319,621.442 (meters)                     COMP
 DJ5177  NAD 83(2011) Y  - -4,429,105.210 (meters)                     COMP
 DJ5177  NAD 83(2011) Z  -  4,563,226.115 (meters)                     COMP
 DJ5177  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 DJ5177  DYNAMIC HEIGHT  -        181.311 (meters)      594.85  (feet) COMP
 DJ5177  MODELED GRAVITY -    980,655.4   (mgal)                       NAVD 88
 DJ5177
 DJ5177  VERT ORDER      -  SECOND    CLASS I
 DJ5177
 DJ5177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5177  Standards:
 DJ5177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5177  -------------------------------------------------------------------
 DJ5177  NETWORK    0.30   0.73           0.14   0.09   0.37     -0.01119275
 DJ5177  -------------------------------------------------------------------
 DJ5177  Click here for local accuracies and other accuracy information.
 DJ5177
 DJ5177.The horizontal coordinates were established by GPS observations
 DJ5177.and adjusted by the National Geodetic Survey in June 2012.
 DJ5177
 DJ5177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5177.been affixed to the stable North American tectonic plate. See 
 DJ5177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5177
 DJ5177.The horizontal coordinates are valid at the epoch date displayed above
 DJ5177.which is a decimal equivalence of Year/Month/Day.
 DJ5177
 DJ5177.The orthometric height was determined by differential leveling and
 DJ5177.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5177.in June 2022.
 DJ5177
 DJ5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5177.GEOID18 height accuracy estimate available here.
 DJ5177
 DJ5177.This Water Level Mark is designated as VM 18314
 DJ5177.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ5177
 DJ5177.Click photographs - Photos may exist for this station.
 DJ5177
 DJ5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5177
 DJ5177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5177
 DJ5177.The ellipsoidal height was determined by GPS observations
 DJ5177.and is referenced to NAD 83.
 DJ5177
 DJ5177.The dynamic height is computed by dividing the NAVD 88
 DJ5177.geopotential number by the normal gravity value computed on the
 DJ5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5177.degrees latitude (g = 980.6199 gals.).
 DJ5177
 DJ5177.The modeled gravity was interpolated from observed gravity values.
 DJ5177
 DJ5177. The following values were computed from the NAD 83(2011) position.
 DJ5177
 DJ5177;                    North         East     Units Scale Factor Converg.
 DJ5177;SPC MI N     -   132,786.428 8,087,375.455   MT  0.99991766   +0 48 53.9
 DJ5177;SPC MI N     -   435,651.01 26,533,384.04   iFT  0.99991766   +0 48 53.9
 DJ5177;UTM  16      - 5,091,606.187   587,350.459   MT  0.99969380   +0 48 38.7
 DJ5177
 DJ5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5177!SPC MI N     -   0.99997708  x   0.99991766  =   0.99989474
 DJ5177!UTM  16      -   0.99997708  x   0.99969380  =   0.99967088
 DJ5177
 DJ5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8735091606(NAD 83)
 DJ5177
 DJ5177|---------------------------------------------------------------------|
 DJ5177| PID    Reference Object                     Distance      Geod. Az  |
 DJ5177|                                                           dddmmss.s |
 DJ5177| QK0547 908 7096 TIE                        290.098 METERS 16842     |
 DJ5177|---------------------------------------------------------------------|
 DJ5177
 DJ5177                          SUPERSEDED SURVEY CONTROL
 DJ5177
 DJ5177  NAD 83(2007)-  45 58 20.87417(N)    085 52 20.88878(W) AD(2002.00) A
 DJ5177  ELLIP H (10/11/07)  146.216  (m)                       GP(2002.00) 4 2
 DJ5177  NAVD 88 (08/23/11)  181.3    (m)  GEOID09  model used  GPS OBS        
 DJ5177  NAVD 88 (10/11/07)  181.3    (m)  GEOID03  model used  GPS OBS        
 DJ5177
 DJ5177.Superseded values are not recommended for survey control.
 DJ5177
 DJ5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5177.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5177
 DJ5177_MARKER: F = FLANGE-ENCASED ROD
 DJ5177_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5177_STAMPING: 908 7096 J 1998
 DJ5177_MARK LOGO: NGS
 DJ5177_PROJECTION: RECESSED 6 CENTIMETERS
 DJ5177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ5177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5177+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 DJ5177_ROD/PIPE-DEPTH: 19.5 meters
 DJ5177_SLEEVE-DEPTH  : 1.22 meters
 DJ5177
 DJ5177  HISTORY     - Date     Condition        Report By
 DJ5177  HISTORY     - 1998     MONUMENTED       NOS
 DJ5177  HISTORY     - 2005     GOOD             NGS
 DJ5177  HISTORY     - 20100716 GOOD             NGS
 DJ5177  HISTORY     - 20150806 GOOD             NOS
 DJ5177  HISTORY     - 20180719 GOOD             NOS
 DJ5177  HISTORY     - 20220811 GOOD             NGS
 DJ5177  HISTORY     - 20220903 GOOD             CO-OPS
 DJ5177
 DJ5177                          STATION DESCRIPTION
 DJ5177
 DJ5177'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 DJ5177'THE STATION IS LOCATED AT PORT INLAND, ON THE NORTH SHORE OF LAKE
 DJ5177'MICHIGAN, ABOUT 60 MI (96.56 KM) EAST OF ESCANABA, 60 MI (96.56 KM)
 DJ5177'WEST OF THE STRAITS OF MACKINAC, 8 MI (12.87 KM) EAST OF THE VILLAGE
 DJ5177'OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS INC (OLD PORT
 DJ5177'INLAND LIME AND STONE CO).
 DJ5177'
 DJ5177'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND COUNTY ROAD 432 (PORT
 DJ5177'INLAND RD) IN THE VILLAGE OF GULLIVER, GO 8.4 MI (13.52 KM) SOUTH AND
 DJ5177'THEN EAST ON PORT INLAND ROAD TO THE STATION ON THE RIGHT.
 DJ5177'
 DJ5177'STATION IS LOCATED 9.0 M (29.5 FT) WEST OF THE ROAD CENTERLINE, 3.35 M
 DJ5177'(11.0 FT) NORTH OF SIGN POST (ROAD ENDS), 47.8 M (156.8 FT) SOUTH OF
 DJ5177'FIRST UTILITY POWER POLE WITH STAINLESS STEEL WASHER AND NAIL NORTH OF
 DJ5177'THE NEAREST ENTRANCE (GATE 3) TO GRAVEL YARD AREA BEHIND
 DJ5177'ADMINISTRATION BUILDING, 26.3 M (86.3 FT) NORTH OF GATE 3 ENTRANCE
 DJ5177'CENTERLINE, 19.3 M (63.3 FT) SOUTH OF FIRST UTILITY POLE NORTH OF GATE
 DJ5177'3 ENTRANCE, AND 2.6 M (8.5 FT) EAST FROM WATERS EDGE OF A DITCH LINE.
 DJ5177
 DJ5177                          STATION RECOVERY (2010)
 DJ5177
 DJ5177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 DJ5177'RECOVERED AS DESCRIBED.
 DJ5177
 DJ5177                          STATION RECOVERY (2015)
 DJ5177
 DJ5177'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 DJ5177'RECOVERED IN GOOD CONDITION.
 DJ5177'
 DJ5177'NOTE-NOT LEVELED TO.
 DJ5177
 DJ5177                          STATION RECOVERY (2018)
 DJ5177
 DJ5177'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DJ5177'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF GOULD CITY,
 DJ5177'10.2 MI (16.4 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 6.9 MI (11.1 KM)
 DJ5177'EAST-SOUTHEAST OF GULLIVER.
 DJ5177'
 DJ5177'TO REACH FROM IN THE VILLAGE OF GULLIVER, GO FROM THE INTERSECTION OF
 DJ5177'U.S. HIGHWAY 2 AND ROUTE 432 (PORT INLAND ROAD), PROCEED SOUTH ON 432
 DJ5177'(PORT INLAND RD) FOR APPROXIMATELY 13.0 KM (8.1 MI) TO THE BENCH MARK
 DJ5177'ON THE WEST SIDE OF THE ROAD.
 DJ5177'
 DJ5177'IT IS 47.75 M (156.7 FT) SOUTH OF FIRST POWER POLE NORTH OF THE
 DJ5177'CLOSEST ENTRANCE TO GRAVEL YARD AREA BEHIND ADMIN BLDG (REFERRED TO AS
 DJ5177'GATE 3), THE POWER POLE IS UNNUMBERED BUT THE FACE OF POLE IS MARKED
 DJ5177'WITH STAINLESS STEEL WASHER AND NAIL, 26.27 M (86.2 FT) NORTH OF THE
 DJ5177'CENTERLINE OF THE CLOSEST ENTRANCE DRIVE TO THE GRAVEL YARD AREA
 DJ5177'BEHIND THE ADMIN BLDG (REFERRED TO AS GATE 3), 19.35 M (63.5 FT) SOUTH
 DJ5177'OF THE FIRST TELEPHONE POLE NORTH OF THE GATE 3 ENTRANCE, 9.00 M (29.5
 DJ5177'FT) WEST OF THE CENTERLINE OF PORT INLAND ROAD 432, 3.35 M (11.0 FT)
 DJ5177'NORTH FROM (ROAD ENDS) POLE AND 2.55 M (8.4 FT) EAST FROM WATER'S EDGE
 DJ5177'OF A DITCH LINE, MARK IS A GNSS MARK SET IN PVC SLEEVE WITH ALUMINUM
 DJ5177'ACCESS LID AND WITNESS POST.
 DJ5177'
 DJ5177'NOTE-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 DJ5177'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 DJ5177
 DJ5177                          STATION RECOVERY (2022)
 DJ5177
 DJ5177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DJ5177'RECOVERED AS DESCRIBED.
 DJ5177'
 DJ5177'NOTE-THERE IS A HASP SET IN THE CONCRETE AROUND THE SLEEVE FOR
 DJ5177'SECURING EQUIPMENT.
 DJ5177
 DJ5177                          STATION RECOVERY (2022)
 DJ5177
 DJ5177'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DJ5177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7738 ***********************************************************************
 DQ7738  DESIGNATION -  908 7096 K
 DQ7738  PID         -  DQ7738
 DQ7738  STATE/COUNTY-  MI/SCHOOLCRAFT
 DQ7738  COUNTRY     -  US
 DQ7738  USGS QUAD   -  HUGHES POINT (2017)
 DQ7738
 DQ7738                         *CURRENT SURVEY CONTROL
 DQ7738  ______________________________________________________________________
 DQ7738* NAD 83(1986) POSITION- 45 58 27.8    (N) 085 52 19.9    (W)   HD_HELD2
 DQ7738* NAVD 88 ORTHO HEIGHT -   182.119 (meters)      597.50  (feet) ADJUSTED
 DQ7738  ______________________________________________________________________
 DQ7738  GEOID HEIGHT    -        -35.085 (meters)                     GEOID18
 DQ7738  DYNAMIC HEIGHT  -        182.127 (meters)      597.53  (feet) COMP
 DQ7738  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 DQ7738
 DQ7738  VERT ORDER      -  SECOND    CLASS I
 DQ7738
 DQ7738.The horizontal coordinates were established by autonomous hand held GPS
 DQ7738.observations and have an estimated accuracy of +/- 10 meters.
 DQ7738
 DQ7738.The orthometric height was determined by differential leveling and
 DQ7738.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7738.in June 2022.
 DQ7738
 DQ7738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7738.GEOID18 height accuracy estimate available here.
 DQ7738
 DQ7738.Click photographs - Photos may exist for this station.
 DQ7738
 DQ7738.The dynamic height is computed by dividing the NAVD 88
 DQ7738.geopotential number by the normal gravity value computed on the
 DQ7738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7738.degrees latitude (g = 980.6199 gals.).
 DQ7738
 DQ7738.The modeled gravity was interpolated from observed gravity values.
 DQ7738
 DQ7738;                    North         East    Units  Estimated Accuracy
 DQ7738;SPC MI N     -   133,001.    8,087,394.      MT  (+/- 10 meters HH2 GPS)
 DQ7738
 DQ7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8736891820(NAD 83)
 DQ7738
 DQ7738                          SUPERSEDED SURVEY CONTROL
 DQ7738
 DQ7738.No superseded survey control is available for this station.
 DQ7738
 DQ7738_MARKER: F = FLANGE-ENCASED ROD
 DQ7738_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ7738_STAMPING: 7096 K 2004
 DQ7738_MARK LOGO: NGS
 DQ7738_PROJECTION: FLUSH
 DQ7738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7738+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 DQ7738_ROD/PIPE-DEPTH: 5.61 meters
 DQ7738_SLEEVE-DEPTH  : 1.22 meters
 DQ7738
 DQ7738  HISTORY     - Date     Condition        Report By
 DQ7738  HISTORY     - 2004     MONUMENTED       NOS
 DQ7738  HISTORY     - 20150806 GOOD             NOS
 DQ7738  HISTORY     - 20180719 GOOD             NOS
 DQ7738  HISTORY     - 20220903 GOOD             CO-OPS
 DQ7738
 DQ7738                          STATION DESCRIPTION
 DQ7738
 DQ7738'DESCRIBED BY NATIONAL OCEAN SERVICE 2015 (PTR)
 DQ7738'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) SOUTHWEST OF GOULD
 DQ7738'CITY, 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 6.9 MI
 DQ7738'(11.1 KM) EAST OF GULLIVER.
 DQ7738'
 DQ7738'TO REACH IN THE VILLAGE OF GULLIVER FROM THE INTERSECTION OF US
 DQ7738'HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432 (PORT
 DQ7738'INLAND RD) FOR APPROXIMATELY 12.9 KM (8.0 MI) TO THE MARK ON THE EAST
 DQ7738'SIDE OF THE ROAD.
 DQ7738'
 DQ7738'IT IS 8.60 M (28.2 FT) EAST OF THE CENTERLINE OF 432 (PORT INLAND RD),
 DQ7738'5.39 M (17.7 FT) EAST OF THE EAST EDGE OF PORT INLAND ROAD, 3.40 M
 DQ7738'(11.2 FT) SOUTH OF THE FACE OF A POWER POLE MC-1195, NPSK-S, WQO,
 DQ7738'MARKED WITH A NAIL AND S/S WASHER ON THE SOUTH SIDE OF POLE AND 0.20 M
 DQ7738'(0.7 FT) WEST OF A WITNESS POST.
 DQ7738'
 DQ7738'NOTE-NOT LEVELED TO ON THIS PROJECT.
 DQ7738
 DQ7738                          STATION RECOVERY (2018)
 DQ7738
 DQ7738'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DQ7738'RECOVERED AS DESCRIBED.
 DQ7738
 DQ7738                          STATION RECOVERY (2022)
 DQ7738
 DQ7738'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7739 ***********************************************************************
 DQ7739  DESIGNATION -  908 7096 L
 DQ7739  PID         -  DQ7739
 DQ7739  STATE/COUNTY-  MI/SCHOOLCRAFT
 DQ7739  COUNTRY     -  US
 DQ7739  USGS QUAD   -  HUGHES POINT (2017)
 DQ7739
 DQ7739                         *CURRENT SURVEY CONTROL
 DQ7739  ______________________________________________________________________
 DQ7739* NAD 83(1986) POSITION- 45 58 05.8    (N) 085 52 07.9    (W)   HD_HELD2
 DQ7739* NAVD 88 ORTHO HEIGHT -   178.942 (meters)      587.08  (feet) ADJUSTED
 DQ7739  ______________________________________________________________________
 DQ7739  GEOID HEIGHT    -        -35.092 (meters)                     GEOID18
 DQ7739  DYNAMIC HEIGHT  -        178.950 (meters)      587.11  (feet) COMP
 DQ7739  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 DQ7739
 DQ7739  VERT ORDER      -  SECOND    CLASS I
 DQ7739
 DQ7739.The horizontal coordinates were established by autonomous hand held GPS
 DQ7739.observations and have an estimated accuracy of +/- 10 meters.
 DQ7739
 DQ7739.The orthometric height was determined by differential leveling and
 DQ7739.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7739.in June 2022.
 DQ7739
 DQ7739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7739.GEOID18 height accuracy estimate available here.
 DQ7739
 DQ7739.Click photographs - Photos may exist for this station.
 DQ7739
 DQ7739.The dynamic height is computed by dividing the NAVD 88
 DQ7739.geopotential number by the normal gravity value computed on the
 DQ7739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7739.degrees latitude (g = 980.6199 gals.).
 DQ7739
 DQ7739.The modeled gravity was interpolated from observed gravity values.
 DQ7739
 DQ7739;                    North         East    Units  Estimated Accuracy
 DQ7739;SPC MI N     -   132,325.    8,087,662.      MT  (+/- 10 meters HH2 GPS)
 DQ7739
 DQ7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8763691144(NAD 83)
 DQ7739
 DQ7739                          SUPERSEDED SURVEY CONTROL
 DQ7739
 DQ7739.No superseded survey control is available for this station.
 DQ7739
 DQ7739_MARKER: DB = BENCH MARK DISK
 DQ7739_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ7739_SP_SET: TOWER FOUNDATION
 DQ7739_STAMPING: 908 7096 L 2006
 DQ7739_MARK LOGO: NOS
 DQ7739_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7739+STABILITY: SURFACE MOTION
 DQ7739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7739+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2022
 DQ7739
 DQ7739  HISTORY     - Date     Condition        Report By
 DQ7739  HISTORY     - 2006     MONUMENTED       NOS
 DQ7739  HISTORY     - 20150806 GOOD             NOS
 DQ7739  HISTORY     - 20180719 GOOD             NOS
 DQ7739  HISTORY     - 20220903 GOOD             CO-OPS
 DQ7739
 DQ7739                          STATION DESCRIPTION
 DQ7739
 DQ7739'DESCRIBED BY NATIONAL OCEAN SERVICE 2015 (LAS)
 DQ7739'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF GOULD
 DQ7739'CITY, 10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 7.1 MI
 DQ7739'(11.4 KM) EAST-SOUTHEAST OF GULLIVER.
 DQ7739'
 DQ7739'TO REACH IN THE VILLAGE OF GULLIVER FROM THE INTERSECTION OF US
 DQ7739'HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432 (PORT
 DQ7739'INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.84 KM (8.60
 DQ7739'MI) TO BENCH MARK 7096 L ON THE PROPERTY OF O-N MINERALS INC., ( OLD
 DQ7739'PORT INLAND LIME AND STONE CO.) AT THE SOUTHEAST CORNER OF THE HARBOR,
 DQ7739'NEAR THE SOUTH EAST END OF SPIT OF LAND, SET IN THE TOP OF THE NOAA
 DQ7739'METROPOLITAN TOWER FOUNDATION.
 DQ7739'
 DQ7739'IT IS 1.67 M (5.5 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DQ7739'METROPOLITAN TOWER FOUNDATION, 1.15 M (3.8 FT) NORTHWEST OF THE
 DQ7739'NORTHEAST CORNER OF THE METROPOLITAN TOWER FOUNDATION AND 0.25 M (0.8
 DQ7739'FT) SOUTH OF THE NORTH CORNER OF THE METROPOLITAN TOWER FOUNDATION.
 DQ7739
 DQ7739                          STATION RECOVERY (2018)
 DQ7739
 DQ7739'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DQ7739'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF GOULD CITY,
 DQ7739'10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF BLANEY PARK AND 7.1 MI (11.4 KM)
 DQ7739'EAST-SOUTHEAST OF GULLIVER.
 DQ7739'
 DQ7739'TO REACH FROM IN THE VILLAGE OF GULLIVER, GO FROM THE INTERSECTION OF
 DQ7739'US HIGHWAY 2 AND ROUTE 432 (PORT INLAND RD), PROCEED SOUTH ON 432
 DQ7739'(PORT INLAND RD) INTO THE PLANT PROPERTY FOR APPROXIMATELY 13.84 KM
 DQ7739'(8.60 MI) TO BENCH MARK 7096 L ON THE PROPERTY OF O-N MINERALS INC., (
 DQ7739'OLD PORT INLAND LIME AND STONE CO.) AT THE SOUTHEAST CORNER OF THE
 DQ7739'HARBOR, NEAR THE SOUTH EAST END OF SPIT OF LAND IN THE TOP OF THE
 DQ7739'CONCRETE FOUNDATION FOR THE NOAA METEOROLOGICAL TOWER.
 DQ7739'
 DQ7739'IT IS 1.67 M (5.5 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DQ7739'METROPOLITAN TOWER FOUNDATION, 1.15 M (3.8 FT) NORTHWEST OF THE
 DQ7739'NORTHEAST CORNER OF THE METROPOLITAN TOWER FOUNDATION AND 0.25 M (0.8
 DQ7739'FT) SOUTH OF THE NORTH CORNER OF THE METROPOLITAN TOWER FOUNDATION.
 DQ7739'
 DQ7739'NOTE-FOR ACCESS ONTO THE PLANT PROPERTY AT 15W COUNTY ROAD 432,
 DQ7739'GULLIVER, MI 49840, CONTACT (906) 283-3456.
 DQ7739
 DQ7739                          STATION RECOVERY (2022)
 DQ7739
 DQ7739'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0550 ***********************************************************************
 QK0550  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0550  DESIGNATION -  908 7096 POLE
 QK0550  PID         -  QK0550
 QK0550  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0550  COUNTRY     -  US
 QK0550  USGS QUAD   -  HUGHES POINT (2017)
 QK0550
 QK0550                         *CURRENT SURVEY CONTROL
 QK0550  ______________________________________________________________________
 QK0550* NAD 83(1986) POSITION- 45 58 22.     (N) 085 52 20.     (W)   SCALED
 QK0550* NAVD 88 ORTHO HEIGHT -   180.937 (meters)      593.62  (feet) ADJUSTED
 QK0550  ______________________________________________________________________
 QK0550  GEOID HEIGHT    -        -35.088 (meters)                     GEOID18
 QK0550  DYNAMIC HEIGHT  -        180.945 (meters)      593.65  (feet) COMP
 QK0550  MODELED GRAVITY -    980,655.2   (mgal)                       NAVD 88
 QK0550
 QK0550  VERT ORDER      -  FIRST     CLASS 0
 QK0550
 QK0550.The horizontal coordinates were scaled from a map and have
 QK0550.an estimated accuracy of +/- 6 seconds.
 QK0550
 QK0550.The orthometric height was determined by differential leveling and
 QK0550.adjusted by the NATIONAL GEODETIC SURVEY
 QK0550.in June 1991.
 QK0550
 QK0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0550.GEOID18 height accuracy estimate available here.
 QK0550
 QK0550.This Water Level Mark is designated as VM 13237
 QK0550.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0550
 QK0550.Click photographs - Photos may exist for this station.
 QK0550
 QK0550.The dynamic height is computed by dividing the NAVD 88
 QK0550.geopotential number by the normal gravity value computed on the
 QK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0550.degrees latitude (g = 980.6199 gals.).
 QK0550
 QK0550.The modeled gravity was interpolated from observed gravity values.
 QK0550
 QK0550;                    North         East    Units  Estimated Accuracy
 QK0550;SPC MI N     -   132,820.    8,087,390.      MT  (+/- 180 meters Scaled)
 QK0550
 QK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER873916(NAD 83)
 QK0550
 QK0550                          SUPERSEDED SURVEY CONTROL
 QK0550
 QK0550.No superseded survey control is available for this station.
 QK0550
 QK0550_MARKER: I = METAL ROD
 QK0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0550_PROJECTION: FLUSH
 QK0550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0550_ROD/PIPE-DEPTH: 4 meters
 QK0550
 QK0550  HISTORY     - Date     Condition        Report By
 QK0550  HISTORY     - 1965     MONUMENTED       USLS
 QK0550  HISTORY     - 1975     GOOD             NOS
 QK0550  HISTORY     - 19940909 GOOD             NOS
 QK0550  HISTORY     - 19950921 GOOD             NOS
 QK0550  HISTORY     - 20060915 GOOD             USPSQD
 QK0550  HISTORY     - 20180719 MARK NOT FOUND   CO-OPS
 QK0550
 QK0550                          STATION DESCRIPTION
 QK0550
 QK0550'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0550'IN PORT INLAND.
 QK0550'ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS TO THE PRIVATE HARBOR
 QK0550'OF PORT INLAND, 183 METERS (600 FT) NORTHERLY OF THE INLAND LIME AND
 QK0550'STONE COMPANY OFFICE BUILDING, 11.3 METERS (37.2 FT) NW OF A
 QK0550'TRIANGULAR BLAZED 12 INCH POPLAR, 10.8 METERS (35.5 FT) WEST OF A
 QK0550'TRIANGULAR BLAZED 12 INCH PINE, 10 METERS (33.2 FT ) EAST OF THE ROAD
 QK0550'CENTERLINE, IN LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS
 QK0550'(1.9 FT) S OF THE FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE
 QK0550'HARBOR ENTRANCE. THE HIGHEST POINT OF A 5/8 INCH DIAMETER
 QK0550'COPPER-COATED STEEL ROD DRIVEN 12 FT IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (1994)
 QK0550
 QK0550'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0550'IN PORT INLAND, 8.3 MILES (13.4 KM) EAST ON COUNTY ROAD 432 FROM THE
 QK0550'VILLAGE OF GULLIVER, ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS
 QK0550'TO THE SPECIALITY MINERALS, INC.  (OLD PORT INLAND LIME AND STONE
 QK0550'CO.), 183 METERS (600.4 FT) NORTHERLY OF THE SPECIALTY MINERALS, INC.
 QK0550'OFFICE BUILDING, 11.3 METERS (37.1 FT) NW OF A TRIANGULAR BLAZED 12
 QK0550'INCH POPLAR, 10.8 METERS (35.4 FT) WEST OF A TRIANGULAR BLAZED 12 INCH
 QK0550'PINE, 10 METERS (32.8 FT) (33.2 FT ) EAST OF THE ROAD CENTERLINE, IN
 QK0550'LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS (2.0 FT) S OF THE
 QK0550'FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE HARBOR ENTRANCE.
 QK0550'THE HIGHEST POINT OF A 5/8 INCH DIAMETER COPPER-COATED STEEL ROD
 QK0550'DRIVEN 12 FT (3.7 M) IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (1995)
 QK0550
 QK0550'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0550'IN PORT INLAND, 8.3 MILES (13.4 KM) EAST ON COUNTY ROAD 432 FROM THE
 QK0550'VILLAGE OF GULLIVER, ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS
 QK0550'TO THE SPECIALITY MINERALS, INC.  (OLD PORT INLAND LIME AND STONE CO.)
 QK0550', 183 METERS (600.4 FT) NORTHERLY OF THE SPECIALTY MINERALS, INC.
 QK0550'OFFICE BUILDING, 11.3 METERS (37.1 FT) NW OF A TRIANGULAR BLAZED 12
 QK0550'INCH POPLAR, 10.8 METERS (35.4 FT) WEST OF A TRIANGULAR BLAZED 12 INCH
 QK0550'PINE, 10 METERS (32.8 FT) (33.2 FT ) EAST OF THE ROAD CENTERLINE, IN
 QK0550'LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS (2.0 FT) S OF THE
 QK0550'FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE HARBOR ENTRANCE.
 QK0550'THE HIGHEST POINT OF A 5/8 INCH DIAMETER COPPER-COATED STEEL ROD
 QK0550'DRIVEN 12 FT (3.7 M) IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (2006)
 QK0550
 QK0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0550'RECOVERED IN GOOD CONDITION.
 QK0550
 QK0550                          STATION RECOVERY (2018)
 QK0550
 QK0550'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 QK0550'SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0547 ***********************************************************************
 QK0547  CBN         -  This is a Cooperative Base Network Control Station.
 QK0547  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0547  DESIGNATION -  908 7096 TIE
 QK0547  PID         -  QK0547
 QK0547  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0547  COUNTRY     -  US
 QK0547  USGS QUAD   -  HUGHES POINT (2017)
 QK0547
 QK0547                         *CURRENT SURVEY CONTROL
 QK0547  ______________________________________________________________________
 QK0547* NAD 83(2011) POSITION- 45 58 11.66028(N) 085 52 18.24710(W)   ADJUSTED
 QK0547* NAD 83(2011) ELLIP HT-   143.671 (meters)        (06/27/12)   ADJUSTED
 QK0547* NAD 83(2011) EPOCH   -  2010.00
 QK0547* NAVD 88 ORTHO HEIGHT -   178.753 (meters)      586.46  (feet) ADJUSTED
 QK0547  ______________________________________________________________________
 QK0547  GEOID HEIGHT    -        -35.093 (meters)                     GEOID18
 QK0547  NAD 83(2011) X  -    319,692.745 (meters)                     COMP
 QK0547  NAD 83(2011) Y  - -4,429,303.352 (meters)                     COMP
 QK0547  NAD 83(2011) Z  -  4,563,026.559 (meters)                     COMP
 QK0547  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 QK0547  DYNAMIC HEIGHT  -        178.761 (meters)      586.49  (feet) COMP
 QK0547  MODELED GRAVITY -    980,654.9   (mgal)                       NAVD 88
 QK0547
 QK0547  VERT ORDER      -  FIRST     CLASS 0
 QK0547
 QK0547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0547  Standards:
 QK0547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0547  -------------------------------------------------------------------
 QK0547  NETWORK    0.38   0.82           0.18   0.12   0.42     -0.01393294
 QK0547  -------------------------------------------------------------------
 QK0547  Click here for local accuracies and other accuracy information.
 QK0547
 QK0547.The horizontal coordinates were established by GPS observations
 QK0547.and adjusted by the National Geodetic Survey in June 2012.
 QK0547
 QK0547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0547.been affixed to the stable North American tectonic plate. See 
 QK0547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0547
 QK0547.The horizontal coordinates are valid at the epoch date displayed above
 QK0547.which is a decimal equivalence of Year/Month/Day.
 QK0547
 QK0547.The orthometric height was determined by differential leveling and
 QK0547.adjusted by the NATIONAL GEODETIC SURVEY
 QK0547.in June 1991.
 QK0547
 QK0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0547.GEOID18 height accuracy estimate available here.
 QK0547
 QK0547.This Water Level Mark is designated as VM 13241
 QK0547.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0547
 QK0547.Click photographs - Photos may exist for this station.
 QK0547
 QK0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0547
 QK0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0547
 QK0547.The ellipsoidal height was determined by GPS observations
 QK0547.and is referenced to NAD 83.
 QK0547
 QK0547.The dynamic height is computed by dividing the NAVD 88
 QK0547.geopotential number by the normal gravity value computed on the
 QK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0547.degrees latitude (g = 980.6199 gals.).
 QK0547
 QK0547.The modeled gravity was interpolated from observed gravity values.
 QK0547
 QK0547. The following values were computed from the NAD 83(2011) position.
 QK0547
 QK0547;                    North         East     Units Scale Factor Converg.
 QK0547;SPC MI N     -   132,502.817 8,087,436.345   MT  0.99991791   +0 48 55.8
 QK0547;SPC MI N     -   434,720.53 26,533,583.81   iFT  0.99991791   +0 48 55.8
 QK0547;UTM  16      - 5,091,322.635   587,411.315   MT  0.99969393   +0 48 40.5
 QK0547
 QK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0547!SPC MI N     -   0.99997748  x   0.99991791  =   0.99989539
 QK0547!UTM  16      -   0.99997748  x   0.99969393  =   0.99967141
 QK0547
 QK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8741191322(NAD 83)
 QK0547
 QK0547|---------------------------------------------------------------------|
 QK0547| PID    Reference Object                     Distance      Geod. Az  |
 QK0547|                                                           dddmmss.s |
 QK0547| DJ5177 908 7096 J                          290.098 METERS 34842     |
 QK0547|---------------------------------------------------------------------|
 QK0547
 QK0547                          SUPERSEDED SURVEY CONTROL
 QK0547
 QK0547  ELLIP H (10/11/07)  143.659  (m)                       GP(       ) 4 2
 QK0547  NAD 83(2007)-  45 58 11.66055(N)    085 52 18.24801(W) AD(2002.00) 0
 QK0547  ELLIP H (02/10/07)  143.708  (m)                       GP(2002.00)    
 QK0547  ELLIP H (06/11/02)  143.702  (m)                       GP(       ) 4 1
 QK0547  NAD 83(1994)-  45 58 11.66077(N)    085 52 18.24734(W) AD(       ) B
 QK0547  ELLIP H (09/20/95)  143.686  (m)                       GP(       ) 1 2
 QK0547  NAVD 88             178.75   (m)          586.4    (f) LEVELING    3  
 QK0547
 QK0547.Superseded values are not recommended for survey control.
 QK0547
 QK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0547.See file dsdata.pdf to determine how the superseded data were derived.
 QK0547
 QK0547_MARKER: B = BOLT
 QK0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0547_SP_SET: BREAKWALL
 QK0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0547+STABILITY: SURFACE MOTION
 QK0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0547+SATELLITE: SATELLITE OBSERVATIONS - 2005
 QK0547
 QK0547  HISTORY     - Date     Condition        Report By
 QK0547  HISTORY     - 1969     MONUMENTED       USLS
 QK0547  HISTORY     - 1975     GOOD             NOS
 QK0547  HISTORY     - 19940805 GOOD             NGS
 QK0547  HISTORY     - 19940909 GOOD             NOS
 QK0547  HISTORY     - 19950530 GOOD             USPSQD
 QK0547  HISTORY     - 19950921 GOOD             NOS
 QK0547  HISTORY     - 20010717 GOOD             MIDT
 QK0547  HISTORY     - 2005     GOOD             NGS
 QK0547
 QK0547                          STATION DESCRIPTION
 QK0547
 QK0547'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0547'IN PORT INLAND.
 QK0547'IN PORT INLAND, ON THE PROPERTY OF INLAND LIME AND STONE COMPANY AT
 QK0547'THE NORTH END OF A BOAT SLIP, 10 METERS (30 FT) SE OF THE SE CORNER OF
 QK0547'SILL OF THE PUMP HOUSE BUILDING NO. 10, 7.4 METERS (24.2 FT) SE OF THE
 QK0547'SE CORNER OF A FENCE AROUND A TRANSFORMER.  THE HIGHEST POINT OF A
 QK0547'CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED TO THE TOP OF A
 QK0547'STEEL BREAKWALL.
 QK0547
 QK0547                          STATION RECOVERY (1994)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0547'STATION IS LOCATED IN QUAD 450854, 13 KM (8.05 MI) EAST-SOUTHEAST OF
 QK0547'GULLIVER, IN PORT INLAND, AT THE NORTH END OF A BOAT SLIP, IN THE
 QK0547'SOUTHEAST 1/4 OF SECTION 1, T 41 N, R 13 W, MUELLER TOWNSHIP.
 QK0547'OWNERSHIP--SPECIALTY MINERALS INCORPORATED, PORT INLAND OPERATIONS,
 QK0547'COUNTY ROAD 432, GULLIVER MI 49840, PHONE 906-283-3456.  TO REACH FROM
 QK0547'THE INTERSECTION OF U.S.  HIGHWAY 2 AND COUNTY ROUTE 432 IN GULLIVER,
 QK0547'GO SOUTHEAST ON ROUTE 432 FOR 8.15 MI (13.12 KM) TO THE OFFICE
 QK0547'BUILDING OF SPECIALITY MINERALS INC.  ON THE RIGHT.  CONTINUE SOUTH
 QK0547'FOR ABOUT 100 M (328.1 FT) , GOING UNDER RAILROAD OVERPASS, TO A
 QK0547'GRAVELED ROAD.  TURN LEFT, EAST FOR ABOUT 100 M, (328.1 FT) THEN TURN
 QK0547'RIGHT, SOUTHERLY, TO A GRAVELED PARKING AREA AND THE STATION ON THE
 QK0547'RIGHT, IN THE STEEL BREAKWALL.  STATION IS A PUNCH MARK ON THE CENTER
 QK0547'OF A CHISELED CROSS IN THE MOST WESTERLY BOLT SECURING A CLEAT IN THE
 QK0547'STEEL BREAKWALL.  IT IS 22.9 M (75.1 FT) EAST OF THE WEST END OF A
 QK0547'STEEL BREAKWALL WHERE PUMP STATION IS LOCATED WITH THREE PUMPS, 12.9 M
 QK0547'(42.3 FT) SOUTH OF THE CENTERLINE OF A GRAVELED ROAD RUNNING BETWEEN
 QK0547'BUILDINGS 7 AND 10, 9.1 M (29.9 FT) SOUTHEAST FROM THE SOUTHEAST
 QK0547'CORNER OF BUILDING 10 AND 0.3 M (1.0 FT) SOUTH FROM THE NORTH EDGE OF
 QK0547'BREAKWALL.  NOTE--CONTACT MR.  DAVID M.  MICKELSON, QUALITY ASSURANCE
 QK0547'COORDINATOR OR MR.  JAMES J.  WEBER, OPERATIONS ENGINEER, OF SPECIALTY
 QK0547'MINERALS INC.  OFFICE BEFORE ENTERING.  HARD HAT AND SAFETY GLASSES
 QK0547'WILL BE PROVIDED BY COMPANY.  GATE AT ENTRANCE IS NOT LOCKED DURING
 QK0547'OPERATING HOURS (24 HRS/DAY--MONDAY THROUGH FRIDAY) .  SANDBAGS WILL
 QK0547'HAVE TO BE USED AS 3RD LEG OF TRIPOD WILL HAVE TO REST ON A WOODEN
 QK0547'WALKWAY, 1.0 M (3.3 FT) BELOW THE BREAKWALL.
 QK0547
 QK0547                          STATION RECOVERY (1994)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0547'IN PORT INLAND, ABOUT 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM
 QK0547'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.,
 QK0547'(OLD PORT INLAND LIME AND STONE CO.) , AT THE NORTHWEST CORNER OF THE
 QK0547'HARBOR, AT THE NORTH END OF A BOAT SLIP, 10 METERS (32.8 FT) SE OF THE
 QK0547'SE CORNER OF SILL OF THE PUMP HOUSE BUILDING NO.  10, 0.60 METERS
 QK0547'(1.97 FT) EAST OF THE EAST FACE OF THE FIBERGLASS GAUGE HOUSE.  THE
 QK0547'HIGHEST POINT OF A CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED
 QK0547'TO THE TOP OF A STEEL BREAKWALL BULKHEAD CAP.
 QK0547
 QK0547                          STATION RECOVERY (1995)
 QK0547
 QK0547'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0547'RECOVERED IN GOOD CONDITION.
 QK0547
 QK0547                          STATION RECOVERY (1995)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0547'IN PORT INLAND, ABOUT 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM
 QK0547'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.,
 QK0547'(OLD PORT INLAND LIME AND STONE CO.) , AT THE NORTHWEST CORNER OF THE
 QK0547'HARBOR, AT THE NORTH END OF A BOAT SLIP, 10 METERS (32.8 FT) SE OF THE
 QK0547'SE CORNER OF SILL OF THE PUMP HOUSE BUILDING NO.  10, 0.60 METERS
 QK0547'(1.97 FT) EAST OF THE EAST FACE OF THE FIBERGLASS GAUGE HOUSE.  THE
 QK0547'HIGHEST POINT OF A CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED
 QK0547'TO THE TOP OF A STEEL BREAKWALL BULKHEAD CAP.
 QK0547
 QK0547                          STATION RECOVERY (2001)
 QK0547
 QK0547'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (GEK)
 QK0547'STATION IS LOCATED ON THE PROPERTY OF MICHIGAN LIMESTONE OPERATIONS,
 QK0547'INC., PERSONAL PROTECTIVE EQUIPMENT, AND ENTRY PERMIT REQUIRED (NOT
 QK0547'SUPPLIED BY MLO, INC.). MARK IS DIFFICULT TO OCCUPY W/O SPECIAL
 QK0547'EQUIPMENT, DUE TO A 3.5 FT HIGH WELDED STEEL RAILING 0.5 FT N OF THE
 QK0547'STA., AND IS ON THE EDGE OF A BREAKWALL DROPPING OFF TO THE WATER.
 QK0547
 QK0547                          STATION RECOVERY (2005)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 QK0547'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND COUNTY ROAD 432 (PORT
 QK0547'INLAND RD) IN THE VILLAGE OF GULLIVER, GO 8.4 MI (13.52 KM) SOUTH AND
 QK0547'THEN EAST ON PORT INLAND ROAD TO THE STATION, ON THE PROPERTY OF
 QK0547'SPECIALTY MINERALS INC (OLD PORT INLAND LIME AND STONE COMPANY), AT
 QK0547'THE NORTHWEST CORNER OF THE HARBOR.
 QK0547'
 QK0547'THE MARK IS LOCATED AT THE NORTH END OF A BOAT SLIP, 17.90 M (58.7 FT)
 QK0547'SOUTH OF THE SOUTH EDGE OF A HYDR-O-MATIC PUMPING UNIT SET ATOP A 5 FT
 QK0547'(1.5 M) SQUARE WELL, 10.0 M (32.8 FT) SOUTHEAST OF THE SOUTHEAST
 QK0547'CORNER OF SILL OF THE PUMP HOUSE BUILDING NUMBER 10, 1.07 M (3.5 FT)
 QK0547'EAST OF THE EAST FACE OF THE FIBERGLASS NOAA WATER LEVEL GAUGE HOUSE,
 QK0547'71.5 FT (21.8 M) EAST FROM THE EXTENDED WEST FACE OF BREAKWALL AND
 QK0547'52.2 FT (15.9 M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF CONCRETE
 QK0547'FOUNDATION OF A ONE STORY MASONRY BLOCK BUILDING.  THE HIGHEST POINT
 QK0547'OF A CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED TO THE TOP OF A
 QK0547'STEEL BREAKWALL BULKHEAD CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0275 ***********************************************************************
 RJ0275  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0275  DESIGNATION -  909 9004 HOUSE
 RJ0275  PID         -  RJ0275
 RJ0275  STATE/COUNTY-  MI/CHIPPEWA
 RJ0275  COUNTRY     -  US
 RJ0275  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0275
 RJ0275                         *CURRENT SURVEY CONTROL
 RJ0275  ______________________________________________________________________
 RJ0275* NAD 83(1986) POSITION- 46 29 04.42   (N) 084 37 51.16   (W)   HD_HELD1
 RJ0275* NAVD 88 ORTHO HEIGHT -   184.959 (meters)      606.82  (feet) ADJUSTED
 RJ0275  ______________________________________________________________________
 RJ0275  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 RJ0275  DYNAMIC HEIGHT  -        184.968 (meters)      606.85  (feet) COMP
 RJ0275  MODELED GRAVITY -    980,661.3   (mgal)                       NAVD 88
 RJ0275
 RJ0275  VERT ORDER      -  FIRST     CLASS 0
 RJ0275
 RJ0275.The horizontal coordinates were determined by differentially corrected
 RJ0275.hand held GPS observations or other comparable positioning techniques
 RJ0275.and have an estimated accuracy of +/- 3 meters.
 RJ0275
 RJ0275.The orthometric height was determined by differential leveling and
 RJ0275.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0275.in June 1991.
 RJ0275
 RJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0275.GEOID18 height accuracy estimate available here.
 RJ0275
 RJ0275.This Water Level Mark is designated as VM 13359
 RJ0275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0275
 RJ0275.Click photographs - Photos may exist for this station.
 RJ0275
 RJ0275.The dynamic height is computed by dividing the NAVD 88
 RJ0275.geopotential number by the normal gravity value computed on the
 RJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0275.degrees latitude (g = 980.6199 gals.).
 RJ0275
 RJ0275.The modeled gravity was interpolated from observed gravity values.
 RJ0275
 RJ0275;                    North         East    Units  Estimated Accuracy
 RJ0275;SPC MI N     -   191,800.1   8,181,867.8     MT  (+/- 3 meters HH1 GPS) 
 RJ0275
 RJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8183650614(NAD 83)
 RJ0275
 RJ0275                          SUPERSEDED SURVEY CONTROL
 RJ0275
 RJ0275.No superseded survey control is available for this station.
 RJ0275
 RJ0275_MARKER: DD = SURVEY DISK
 RJ0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0275_SP_SET: FOUNDATION
 RJ0275_STAMPING: HOUSE 1965 USLS
 RJ0275_MARK LOGO: USACE
 RJ0275_PROJECTION: FLUSH
 RJ0275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0275+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 RJ0275
 RJ0275  HISTORY     - Date     Condition        Report By
 RJ0275  HISTORY     - 1965     MONUMENTED       USLS
 RJ0275  HISTORY     - 1972     GOOD             USLS
 RJ0275  HISTORY     - 1983     GOOD             NGS
 RJ0275  HISTORY     - 19920619 GOOD             NOS
 RJ0275  HISTORY     - 19950907 GOOD             NOS
 RJ0275  HISTORY     - 20040825 GOOD             USPSQD
 RJ0275  HISTORY     - 20060829 GOOD             USPSQD
 RJ0275  HISTORY     - 20150917 GOOD             NOS
 RJ0275  HISTORY     - 20180924 GOOD             NOS
 RJ0275  HISTORY     - 20220731 GOOD             CO-OPS
 RJ0275  HISTORY     - 20230516 GOOD             WILWRK
 RJ0275
 RJ0275                          STATION DESCRIPTION
 RJ0275
 RJ0275'DESCRIBED BY US LAKE SURVEY 1972
 RJ0275'AT POINT IROQUOIS.
 RJ0275'HOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0275'GOVERNMENT PROPERTY, ABOUT 165 FEET NORTHERLY OF OLD LIGHTHOUSE
 RJ0275'WHICH IS MAINTANCED BY U.S. FOREST SERVICE AS A HISTORICAL SITE,
 RJ0275'1.1 FEET NORTH OF SOUTH CORNER OF CONCRETE FOUNDATION OF LAKE
 RJ0275'SURVEY CENTER GAGEHOUSE, 0.5 FEET SOUTHWEST OF SOUTH FACE OF
 RJ0275'GAGEHOUSE, 0.4 FEET NORTHEAST OF SOUTH EDGE OF GAGEHOUSE
 RJ0275'FOUNDATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 RJ0275'DISC SET INTO TOP OF FOUNDATION.
 RJ0275
 RJ0275                          STATION RECOVERY (1983)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0275'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0275'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0275'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0275'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ABOUT 50.3 METERS (165.0
 RJ0275'FT) NORTHEAST OF LIGHTHOUSE, 0.34 METERS (1.1 FT) NORTHWEST OF SOUTH
 RJ0275'CORNER OF CONCRETE FOUNDATION OF THE USLS GAGEHOUSE, 0.15 METERS
 RJ0275'(0.5 FT) SOUTHWEST OF SOUTH FACE OF GAGEHOUSE, AND 0.12 METERS
 RJ0275'(0.4 FT) NORTHEAST OF SOUTH EDGE OF FOUNDATION.
 RJ0275'THE MARK IS 0.15 M ABOVE GROUND.
 RJ0275
 RJ0275                          STATION RECOVERY (1992)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (JRS)
 RJ0275'HOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, 0.8 KM (0.50
 RJ0275'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0275'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0275'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ABOUT 50.3 METERS (165.0
 RJ0275'FT) NORTHEAST OF LIGHTHOUSE, 0.34 METERS (1.12 FT) NORTHWEST OF SOUTH
 RJ0275'CORNER OF CONCRETE FOUNDATION OF THE NATIONAL OCEAN SERVICE GAUGE
 RJ0275'HOUSE, 0.15 METERS (0.49 FT) SOUTHWEST OF SOUTH FACE OF GAUGE HOUSE,
 RJ0275'AND 0.12 METERS (0.39 FT) NORTHEAST OF SOUTH EDGE OF FOUNDATION.
 RJ0275
 RJ0275                          STATION RECOVERY (1995)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0275'RECOVERED AS DESCRIBED.
 RJ0275
 RJ0275                          STATION RECOVERY (2004)
 RJ0275
 RJ0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0275'RECOVERED IN GOOD CONDITION.
 RJ0275
 RJ0275                          STATION RECOVERY (2006)
 RJ0275
 RJ0275'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0275'RECOVERED IN GOOD CONDITION.
 RJ0275
 RJ0275                          STATION RECOVERY (2015)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (MTS)
 RJ0275'RECOVERED AS DESCRIBED.
 RJ0275
 RJ0275                          STATION RECOVERY (2018)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0275'RECOVERED AS DESCRIBED.
 RJ0275
 RJ0275                          STATION RECOVERY (2022)
 RJ0275
 RJ0275'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0275'RECOVERED AS DESCRIBED.
 RJ0275
 RJ0275                          STATION RECOVERY (2023)
 RJ0275
 RJ0275'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0275'THE MARK IS SET IN A CONCRETE FOUNDATION ONLY A FEW INCHES AWAY FROM
 RJ0275'THE WALL OF THE GAUGE HOUSE.  DIFFICULT IF NOT IMPOSSIBLE TO SET A GPS
 RJ0275'RECEIVER OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0272 ***********************************************************************
 RJ0272  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0272  DESIGNATION -  909 9004 IROQUOIS 1
 RJ0272  PID         -  RJ0272
 RJ0272  STATE/COUNTY-  MI/CHIPPEWA
 RJ0272  COUNTRY     -  US
 RJ0272  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0272
 RJ0272                         *CURRENT SURVEY CONTROL
 RJ0272  ______________________________________________________________________
 RJ0272* NAD 83(1986) POSITION- 46 29 02.33   (N) 084 37 55.66   (W)   HD_HELD1
 RJ0272* NAVD 88 ORTHO HEIGHT -   187.314 (meters)      614.55  (feet) ADJUSTED
 RJ0272  ______________________________________________________________________
 RJ0272  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0272  DYNAMIC HEIGHT  -        187.323 (meters)      614.58  (feet) COMP
 RJ0272  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 RJ0272
 RJ0272  VERT ORDER      -  FIRST     CLASS 0
 RJ0272
 RJ0272.The horizontal coordinates were determined by differentially corrected
 RJ0272.hand held GPS observations or other comparable positioning techniques
 RJ0272.and have an estimated accuracy of +/- 3 meters.
 RJ0272
 RJ0272.The orthometric height was determined by differential leveling and
 RJ0272.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0272.in June 1991.
 RJ0272
 RJ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0272.GEOID18 height accuracy estimate available here.
 RJ0272
 RJ0272.This Water Level Mark is designated as VM 13358
 RJ0272.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0272
 RJ0272.Click photographs - Photos may exist for this station.
 RJ0272
 RJ0272.The dynamic height is computed by dividing the NAVD 88
 RJ0272.geopotential number by the normal gravity value computed on the
 RJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0272.degrees latitude (g = 980.6199 gals.).
 RJ0272
 RJ0272.The modeled gravity was interpolated from observed gravity values.
 RJ0272
 RJ0272;                    North         East    Units  Estimated Accuracy
 RJ0272;SPC MI N     -   191,732.7   8,181,773.8     MT  (+/- 3 meters HH1 GPS) 
 RJ0272
 RJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8174250547(NAD 83)
 RJ0272
 RJ0272                          SUPERSEDED SURVEY CONTROL
 RJ0272
 RJ0272  NGVD 29 (??/??/92)  187.27   (m)          614.4    (f) COMPUTED    1 0
 RJ0272
 RJ0272.Superseded values are not recommended for survey control.
 RJ0272
 RJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0272.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0272
 RJ0272_MARKER: Z = SEE DESCRIPTION
 RJ0272_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0272_SP_SET: STONE POST
 RJ0272_MARK LOGO: NONE
 RJ0272_PROJECTION: RECESSED 61 CENTIMETERS
 RJ0272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0272+STABILITY: SURFACE MOTION
 RJ0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0272+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 RJ0272
 RJ0272  HISTORY     - Date     Condition        Report By
 RJ0272  HISTORY     - 1901     MONUMENTED       USLS
 RJ0272  HISTORY     - 1972     GOOD             USLS
 RJ0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0272  HISTORY     - 19941003 GOOD             NOS
 RJ0272  HISTORY     - 19950907 GOOD             NOS
 RJ0272  HISTORY     - 20050725 GOOD             NGS
 RJ0272  HISTORY     - 20150917 GOOD             NOS
 RJ0272  HISTORY     - 20180924 GOOD             NOS
 RJ0272  HISTORY     - 20220731 GOOD             NOS
 RJ0272  HISTORY     - 20230516 SEE DESCRIPTION  WILWRK
 RJ0272
 RJ0272                          STATION DESCRIPTION
 RJ0272
 RJ0272'DESCRIBED BY US LAKE SURVEY 1972
 RJ0272'AT POINT IROQUOIS.
 RJ0272'IROQUOIS NO 1 IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN,
 RJ0272'ON U.S. GOVERNMENT PROPERTY, NEAR EAST-WEST COBBESTONE WALL
 RJ0272'SOUTH OF OLD LIGHTHOUSE DWELLING MAINTANCED BY U.S. FOREST
 RJ0272'SERVICE AS A HISTORICAL SITE, 87.5 FEET SOUTHEAST OF SOUTHWEST
 RJ0272'CORNER AND 76.4 FEET SOUTH OF SOUTHEAST CORNER OF DWELLING, 55.0
 RJ0272'FEET EAST OF THE FLAGPOLE, 8.0 FEET EAST OF EXTENDED LINE OF
 RJ0272'EAST FACE OF THE DWELLING, UNDER NORTHWEST CORNER OF SECOND
 RJ0272'COBBESTONE POST FROM SOUTHEAST CORNER OF WALL, 2-FEET BELOW
 RJ0272'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS PLUG
 RJ0272'SET INTO TOP OF A HORIZONTAL STONE POST.  LOCATION IS MARKED BY
 RJ0272'A CAPPED 1-INCH DIAMETER IRON PIPE PROJECTING 1-FOOT ABOVE
 RJ0272'THE GROUND.
 RJ0272
 RJ0272                          STATION RECOVERY (1983)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0272'NOT RECOVERED THIS SURVEY, INADEQUATE DESCRIPTION.
 RJ0272
 RJ0272                          STATION RECOVERY (1994)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0272'IROQUOIS 1 IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, 0.5 MILE
 RJ0272'(0.8 KM) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0272'THENCE 7.25 MILE (11.67 KM) NORTHWEST ALONG ROUTE 1 (ASPHALT ROAD) ,
 RJ0272'AT HISTORIC LIGHTHOUSE SITE, SOUTH OF THE LIGHTHOUSE DWELLING UNDER
 RJ0272'THE NORTHWEST CORNER OF THE SECOND COBBLESTONE POST FROM THE EAST END
 RJ0272'OF THE EAST-WEST COBBESTONE WALL, 26.5 METERS (86.9 FT) SOUTHEAST OF
 RJ0272'SOUTHWEST CORNER OF THE DWELLING, 23.29 METERS (76.41 FT) SOUTH OF
 RJ0272'SOUTHEAST CORNER OF DWELLING, 16.76 METERS (54.99 FT) EAST OF THE
 RJ0272'FLAGPOLE, 0.67 METERS (2.20 FT) BELOW THE GROUND SURFACE, BEING
 RJ0272'HIGHEST POINT ON TOP OF A BRASS PLUG SET INTO TOP OF A HORIZONTAL
 RJ0272'STONE POST.  BM IS MARKED BY A STANDARD WITNESS POST AND IS ACCESSIBLE
 RJ0272'BY A 5-INCH PVC PIPE.
 RJ0272
 RJ0272                          STATION RECOVERY (1995)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0272'RECOVERED AS DESCRIBED.
 RJ0272
 RJ0272                          STATION RECOVERY (2005)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0272'RECOVERED IN GOOD CONDITION.
 RJ0272
 RJ0272                          STATION RECOVERY (2015)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (MTS)
 RJ0272'RECOVERED AS DESCRIBED.
 RJ0272
 RJ0272                          STATION RECOVERY (2018)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0272'RECOVERED AS DESCRIBED.
 RJ0272
 RJ0272                          STATION RECOVERY (2022)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 RJ0272'RECOVERED AS DESCRIBED.
 RJ0272
 RJ0272                          STATION RECOVERY (2023)
 RJ0272
 RJ0272'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0272'FOUND PVC SLEEVE AND CARSONITE POST AS DESCRIBED BUT RECOVERY OF THE
 RJ0272'MARK ITSELF WAS NOT ATTEMPTED BECAUSE IT IS TWO FEET BELOW GRADE IN
 RJ0272'THE PVC SLEEVE.  THE MARK IS DIRECTLY UNDER A LARGE CONIFER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0270 ***********************************************************************
 RJ0270  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0270  DESIGNATION -  909 9004 IROQUOIS LH
 RJ0270  PID         -  RJ0270
 RJ0270  STATE/COUNTY-  MI/CHIPPEWA
 RJ0270  COUNTRY     -  US
 RJ0270  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0270
 RJ0270                         *CURRENT SURVEY CONTROL
 RJ0270  ______________________________________________________________________
 RJ0270* NAD 83(1994) POSITION- 46 29 03.40252(N) 084 37 56.41590(W)   ADJUSTED
 RJ0270* NAVD 88 ORTHO HEIGHT -   189.433 (meters)      621.50  (feet) ADJUSTED
 RJ0270  ______________________________________________________________________
 RJ0270  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0270  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 RJ0270  DYNAMIC HEIGHT  -        189.443 (meters)      621.53  (feet) COMP
 RJ0270  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 RJ0270
 RJ0270  HORZ ORDER      -  THIRD
 RJ0270  VERT ORDER      -  FIRST     CLASS 0
 RJ0270
 RJ0270.The horizontal coordinates were established by classical geodetic methods
 RJ0270.and adjusted by the National Geodetic Survey in February 1997.
 RJ0270
 RJ0270.The orthometric height was determined by differential leveling and
 RJ0270.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0270.in June 1991.
 RJ0270
 RJ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0270.GEOID18 height accuracy estimate available here.
 RJ0270
 RJ0270.This Water Level Mark is designated as VM 13354
 RJ0270.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0270
 RJ0270.Click photographs - Photos may exist for this station.
 RJ0270
 RJ0270.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0270
 RJ0270.The dynamic height is computed by dividing the NAVD 88
 RJ0270.geopotential number by the normal gravity value computed on the
 RJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0270.degrees latitude (g = 980.6199 gals.).
 RJ0270
 RJ0270.The modeled gravity was interpolated from observed gravity values.
 RJ0270
 RJ0270. The following values were computed from the NAD 83(1994) position.
 RJ0270
 RJ0270;                    North         East     Units Scale Factor Converg.
 RJ0270;SPC MI N     -   191,765.301 8,181,756.674   MT  0.99990885   +1 42 40.8
 RJ0270;SPC MI N     -   629,151.25 26,843,033.71   iFT  0.99990885   +1 42 40.8
 RJ0270;SPC MI C     -   352,063.623 5,979,594.916   MT  1.00027655   -0 11 15.6
 RJ0270;SPC MI C     - 1,155,064.38 19,618,093.56   iFT  1.00027655   -0 11 15.6
 RJ0270;UTM  16      - 5,150,580.095   681,724.938   MT  1.00000594   +1 43 02.9
 RJ0270
 RJ0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0270!SPC MI N     -   0.99997602  x   0.99990885  =   0.99988487
 RJ0270!SPC MI C     -   0.99997602  x   1.00027655  =   1.00025256
 RJ0270!UTM  16      -   0.99997602  x   1.00000594  =   0.99998196
 RJ0270
 RJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8172450580(NAD 83)
 RJ0270
 RJ0270                          SUPERSEDED SURVEY CONTROL
 RJ0270
 RJ0270  NAD 83(1986)-  46 29 03.38093(N)    084 37 56.42880(W) AD(       ) 3
 RJ0270  NAD 27      -  46 29 03.31900(N)    084 37 56.22900(W) AD(       ) 3
 RJ0270  USSD        -  46 29 04.04000(N)    084 37 55.49000(W) AD(       ) 3
 RJ0270
 RJ0270.Superseded values are not recommended for survey control.
 RJ0270
 RJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0270.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0270
 RJ0270_MARKER: B = BOLT
 RJ0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0270_SP_SET: COPING STONE FOUNDATION
 RJ0270_MARK LOGO: USLS
 RJ0270_PROJECTION: FLUSH
 RJ0270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0270+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 RJ0270
 RJ0270  HISTORY     - Date     Condition        Report By
 RJ0270  HISTORY     - 1901     MONUMENTED       USLS
 RJ0270  HISTORY     - 1972     GOOD             USLS
 RJ0270  HISTORY     - 1981     GOOD             NOS
 RJ0270  HISTORY     - 1983     GOOD             NGS
 RJ0270  HISTORY     - 19941003 GOOD             NOS
 RJ0270  HISTORY     - 19950907 GOOD             NOS
 RJ0270  HISTORY     - 20050801 GOOD             NGS
 RJ0270  HISTORY     - 20060829 GOOD             USPSQD
 RJ0270  HISTORY     - 20180924 GOOD             NOS
 RJ0270  HISTORY     - 20230516 SEE DESCRIPTION  WILWRK
 RJ0270
 RJ0270                          STATION DESCRIPTION
 RJ0270
 RJ0270'DESCRIBED BY US LAKE SURVEY 1972
 RJ0270'AT POINT IROQUOIS.
 RJ0270'IROQUOIS LIGHTHOUSE IS A POINT IROQUOIS, CHIPPEWA COUNTY,
 RJ0270'MICHIGAN, ON U.S. GOVERNMENT PROPERTY, ON NORTH FACE OF OLD
 RJ0270'LIGHTHOUSE TOWER MAINTANCED BY THE U.S. FOREST SERVICE AS A
 RJ0270'HISTORICAL SITE, 3-FEET ABOVE THE GROUND, BEING CENTER OF PUNCH
 RJ0270'MARK IN END OF BRASS BOLT LEADED HORIZONTALLY INTO THE COPING
 RJ0270'STONE AND MARKED.
 RJ0270
 RJ0270                          STATION RECOVERY (1981)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0270'THE STATION WAS RECOVERED AS DESCRIBED.
 RJ0270
 RJ0270                          STATION RECOVERY (1983)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0270'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0270'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0270'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0270'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS.  A CENTER PUNCH MARK IN END
 RJ0270'OF A BRASS BOLT LEADED HORIZONTALLY INTO COPING STONE ON THE NORTH
 RJ0270'FACE OF OLD LIGHTHOUSE TOWER MAINTAINED BY THE U.S. FOREST SERVICE.
 RJ0270'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0270
 RJ0270                          STATION RECOVERY (1994)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0270'IROQUOIS LIGHTHOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN,
 RJ0270'ON U.S.  GOVERNMENT PROPERTY, 0.5 MILE (0.8 KM) NORTH ALONG STATE
 RJ0270'ROUTE 221 FROM THE POST OFFICE IN BRIMLEY, THENCE 7.25 MILE (11.67 KM)
 RJ0270'NORTHWEST ALONG ROUTE 1 (ASPHALT ROAD) , ON NORTH FACE OF OLD
 RJ0270'LIGHTHOUSE TOWER MAINTANCED BY THE U.S.  FOREST SERVICE AS A
 RJ0270'HISTORICAL SITE, 3-FEET ABOVE THE GROUND, 43.4 FEET (13.2 M) EAST OF
 RJ0270'THE EAST FACE OF WEST ROCK WALL AROUND LIGHT HOUSE, 28.0 FEET (8.5 M)
 RJ0270'SOUTH OF SOUTH FACE OF NORTH ROCK WALL, 13.4 FEET (4.1 M) WEST OF THE
 RJ0270'CENTERLINE OF THE STAIRS LEADING TO THE TOWER, BEING CENTER OF PUNCH
 RJ0270'MARK IN END OF BRASS BOLT LEADED VERTICALLY INTO THE COPING STONE AND
 RJ0270'MARKED.
 RJ0270
 RJ0270                          STATION RECOVERY (1995)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0270'RECOVERED AS DESCRIBED.
 RJ0270
 RJ0270                          STATION RECOVERY (2005)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0270'MARK IS 0.85 M ABOVE GROUND AND 1.6 M EAST OF OLD BM.
 RJ0270
 RJ0270                          STATION RECOVERY (2006)
 RJ0270
 RJ0270'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0270'RECOVERED IN GOOD CONDITION.
 RJ0270
 RJ0270                          STATION RECOVERY (2018)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0270'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SHALLOWS, 6.2 MI
 RJ0270'(10.0 KM) NORTH-NORTHWEST OF BRIMLEY AND 5.3 MI (8.5 KM)
 RJ0270'EAST-NORTHEAST OF DOLLAR SETTLEMENT.
 RJ0270'
 RJ0270'TO REACH FROM THE POST OFFICE IN BRIMLEY ON SR 221 (W LAKESHORE
 RJ0270'DRIVE), PROCEED NORTHWEST FOR 7.25 MI (11.67 KM) TO THE POINT IROQUOIS
 RJ0270'LIGHT HOUSE, ON THE NORTH FACE OF OLD LIGHTHOUSE TOWER MAINTAINED BY
 RJ0270'THE U.S. FOREST SERVICE AS A HISTORICAL SITE.
 RJ0270
 RJ0270                          STATION RECOVERY (2023)
 RJ0270
 RJ0270'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0270'RECOVERED WHAT APPEARS TO BE A LEAD PLUG IN LIP OF FOUNDATION WALL
 RJ0270'ABOUT 3 FT (0.9 M) ABOVE GRADE, AS DESCRIBED.  HOWEVER, NO BRASS BOLT
 RJ0270'IS VISIBLE IN THE LEAD PLUG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0273 ***********************************************************************
 RJ0273  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0273  DESIGNATION -  909 9004 LOOK
 RJ0273  PID         -  RJ0273
 RJ0273  STATE/COUNTY-  MI/CHIPPEWA
 RJ0273  COUNTRY     -  US
 RJ0273  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0273
 RJ0273                         *CURRENT SURVEY CONTROL
 RJ0273  ______________________________________________________________________
 RJ0273* NAD 83(1986) POSITION- 46 29 03.40   (N) 084 37 55.39   (W)   HD_HELD1
 RJ0273* NAVD 88 ORTHO HEIGHT -   189.404 (meters)      621.40  (feet) ADJUSTED
 RJ0273  ______________________________________________________________________
 RJ0273  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0273  DYNAMIC HEIGHT  -        189.413 (meters)      621.43  (feet) COMP
 RJ0273  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 RJ0273
 RJ0273  VERT ORDER      -  FIRST     CLASS 0
 RJ0273
 RJ0273.The horizontal coordinates were determined by differentially corrected
 RJ0273.hand held GPS observations or other comparable positioning techniques
 RJ0273.and have an estimated accuracy of +/- 3 meters.
 RJ0273
 RJ0273.The orthometric height was determined by differential leveling and
 RJ0273.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0273.in June 1991.
 RJ0273
 RJ0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0273.GEOID18 height accuracy estimate available here.
 RJ0273
 RJ0273.This Water Level Mark is designated as VM 13356
 RJ0273.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0273
 RJ0273.Click photographs - Photos may exist for this station.
 RJ0273
 RJ0273.The dynamic height is computed by dividing the NAVD 88
 RJ0273.geopotential number by the normal gravity value computed on the
 RJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0273.degrees latitude (g = 980.6199 gals.).
 RJ0273
 RJ0273.The modeled gravity was interpolated from observed gravity values.
 RJ0273
 RJ0273;                    North         East    Units  Estimated Accuracy
 RJ0273;SPC MI N     -   191,765.9   8,181,778.5     MT  (+/- 3 meters HH1 GPS) 
 RJ0273
 RJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8174650580(NAD 83)
 RJ0273
 RJ0273                          SUPERSEDED SURVEY CONTROL
 RJ0273
 RJ0273.No superseded survey control is available for this station.
 RJ0273
 RJ0273_MARKER: DD = SURVEY DISK
 RJ0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0273_SP_SET: FOUNDATION
 RJ0273_STAMPING: LOOK 1971
 RJ0273_MARK LOGO: USACE
 RJ0273_PROJECTION: FLUSH
 RJ0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0273+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ0273
 RJ0273  HISTORY     - Date     Condition        Report By
 RJ0273  HISTORY     - 1971     MONUMENTED       USLS
 RJ0273  HISTORY     - 1972     GOOD             USLS
 RJ0273  HISTORY     - 1983     GOOD             NGS
 RJ0273  HISTORY     - 19941003 GOOD             NOS
 RJ0273  HISTORY     - 19950907 GOOD             NOS
 RJ0273  HISTORY     - 20050725 GOOD             NGS
 RJ0273  HISTORY     - 20060829 GOOD             USPSQD
 RJ0273  HISTORY     - 20150917 GOOD             NOS
 RJ0273  HISTORY     - 20180924 GOOD             NOS
 RJ0273  HISTORY     - 20220731 GOOD             CO-OPS
 RJ0273  HISTORY     - 20230516 GOOD             WILWRK
 RJ0273  HISTORY     - 20250528 GOOD             MIDT
 RJ0273
 RJ0273                          STATION DESCRIPTION
 RJ0273
 RJ0273'DESCRIBED BY US LAKE SURVEY 1972
 RJ0273'AT POINT IROQUOIS.
 RJ0273'LOOK IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0273'GOVERNMENT PROPERTY, ABOUT 350 FEET NORTH OF LAKE SHORE ROAD,
 RJ0273'AT NORTHEAST CORNER OF OLD LIGHTHOUSE MAINTANCED BY U.S. FOREST
 RJ0273'SERVICE AS A HISTORICAL SITE, 0.5 FEET SOUTH OF NORTHEAST
 RJ0273'CORNER OF BUILDING, 3-FEET ABOVE THE GROUND SURFACE, BEING
 RJ0273'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 RJ0273'BLOCK FOUNDATION.
 RJ0273
 RJ0273                          STATION RECOVERY (1983)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0273'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0273'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0273'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET VERTICALLY IN EAST FACE
 RJ0273'AT NORTHEAST CORNER OF LIGHTHOUSE BUILDING, 0.15 METERS (0.5 FT) SOUTH
 RJ0273'OF NORTHEAST CORNER OF BUILDING.
 RJ0273'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0273
 RJ0273                          STATION RECOVERY (1994)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0273'LOOK IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0273'GOVERNMENT PROPERTY, 0.5 MILE (0.8 KM) NORTH ALONG STATE ROUTE 221
 RJ0273'FROM THE POST OFFICE IN BRIMLEY, THENCE 7.25 MILE (11.67 KM) NORTHWEST
 RJ0273'ALONG ROUTE 1 (ASPHALT ROAD) , ABOUT 350 FEET (106.7 M) NORTH OF THE
 RJ0273'ROAD, IN EAST FACE AT NORTHEAST CORNER OF OLD LIGHTHOUSE DWELLING,
 RJ0273'MAINTANCED BY U.S.  FOREST SERVICE AS A HISTORICAL SITE, 21.6 FEET
 RJ0273'(6.6 M) WEST OF THE WEST FACE OF THE EAST ROCKWALL AROUND LIGHTHOUSE,
 RJ0273'6.0 FEET (1.8 M) NORTH OF THE CENTERLINE OF THE STEPS LEADING UP TO
 RJ0273'THE PRIVATE ENTRANCE, 0.5 FEET (15.2 CM) SOUTH OF NORTHEAST CORNER OF
 RJ0273'BUILDING, 3-FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF
 RJ0273'CROSS ON BRONZE DISC SET VERTICALLY INTO THE CONCRETE BLOCK
 RJ0273'FOUNDATION.
 RJ0273
 RJ0273                          STATION RECOVERY (1995)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0273'RECOVERED AS DESCRIBED.
 RJ0273
 RJ0273                          STATION RECOVERY (2005)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0273'RECOVERED IN GOOD CONDITION.
 RJ0273
 RJ0273                          STATION RECOVERY (2006)
 RJ0273
 RJ0273'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0273'RECOVERED IN GOOD CONDITION.
 RJ0273
 RJ0273                          STATION RECOVERY (2015)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (MTS)
 RJ0273'RECOVERED AS DESCRIBED.
 RJ0273
 RJ0273                          STATION RECOVERY (2018)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0273'RECOVERED AS DESCRIBED.
 RJ0273
 RJ0273                          STATION RECOVERY (2022)
 RJ0273
 RJ0273'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0273'RECOVERED AS DESCRIBED.
 RJ0273
 RJ0273                          STATION RECOVERY (2023)
 RJ0273
 RJ0273'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0273'RECOVERED IN GOOD CONDITION.
 RJ0273
 RJ0273                          STATION RECOVERY (2025)
 RJ0273
 RJ0273'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0271 ***********************************************************************
 RJ0271  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0271  DESIGNATION -  909 9004 OLD
 RJ0271  PID         -  RJ0271
 RJ0271  STATE/COUNTY-  MI/CHIPPEWA
 RJ0271  COUNTRY     -  US
 RJ0271  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0271
 RJ0271                         *CURRENT SURVEY CONTROL
 RJ0271  ______________________________________________________________________
 RJ0271* NAD 83(1986) POSITION- 46 29 03.6    (N) 084 37 56.6    (W)   HD_HELD2
 RJ0271* NAVD 88 ORTHO HEIGHT -   189.634 (meters)      622.16  (feet) ADJUSTED
 RJ0271  ______________________________________________________________________
 RJ0271  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0271  DYNAMIC HEIGHT  -        189.644 (meters)      622.19  (feet) COMP
 RJ0271  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 RJ0271
 RJ0271  VERT ORDER      -  FIRST     CLASS 0
 RJ0271
 RJ0271.The horizontal coordinates were established by autonomous hand held GPS
 RJ0271.observations and have an estimated accuracy of +/- 10 meters.
 RJ0271
 RJ0271.The orthometric height was determined by differential leveling and
 RJ0271.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0271.in June 1991.
 RJ0271
 RJ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0271.GEOID18 height accuracy estimate available here.
 RJ0271
 RJ0271.This Water Level Mark is designated as VM 13361
 RJ0271.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0271
 RJ0271.Click photographs - Photos may exist for this station.
 RJ0271
 RJ0271.The dynamic height is computed by dividing the NAVD 88
 RJ0271.geopotential number by the normal gravity value computed on the
 RJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0271.degrees latitude (g = 980.6199 gals.).
 RJ0271
 RJ0271.The modeled gravity was interpolated from observed gravity values.
 RJ0271
 RJ0271;                    North         East    Units  Estimated Accuracy
 RJ0271;SPC MI N     -   191,771.    8,181,753.      MT  (+/- 10 meters HH2 GPS)
 RJ0271
 RJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8172050586(NAD 83)
 RJ0271
 RJ0271                          SUPERSEDED SURVEY CONTROL
 RJ0271
 RJ0271  NGVD 29 (??/??/92)  189.594  (m)          622.03   (f) ADJ UNCH    1 0
 RJ0271
 RJ0271.Superseded values are not recommended for survey control.
 RJ0271
 RJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0271.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0271
 RJ0271_MARKER: Q = CHISELED SQUARE
 RJ0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0271_SP_SET: STONE FOUNDATION
 RJ0271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0271+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2018
 RJ0271
 RJ0271  HISTORY     - Date     Condition        Report By
 RJ0271  HISTORY     - UNK      MONUMENTED       USLS
 RJ0271  HISTORY     - 1972     GOOD             USLS
 RJ0271  HISTORY     - 1978     GOOD             NGS
 RJ0271  HISTORY     - 1983     GOOD             NGS
 RJ0271  HISTORY     - 19861003 GOOD             NOS
 RJ0271  HISTORY     - 20050725 GOOD             NGS
 RJ0271  HISTORY     - 20180924 GOOD             NOS
 RJ0271
 RJ0271                          STATION DESCRIPTION
 RJ0271
 RJ0271'DESCRIBED BY US LAKE SURVEY 1972
 RJ0271'AT POINT IROQUOIS.
 RJ0271'OLD BM IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, U.S.
 RJ0271'GOVERNMENT PROPERTY, ON NORTHWEST FACE OF OLD LIGHTHOUSE TOWER
 RJ0271'WHICH IS MAINTANCED BY U.S. FOREST SERVICE, 5 FEET FROM B.M.
 RJ0271'IROQUOIS LIGHTHOUSE, 3-3/4 FEET ABOVE THE GROUND, BEING HIGHEST
 RJ0271'POINT ON TOP OF A SQUARE NOTCH CUT IN TOP OF THE STONE
 RJ0271'FOUNDATION.  (MARK IS PAINTED OVER).
 RJ0271
 RJ0271                          STATION RECOVERY (1978)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0271'RECOVERED IN GOOD CONDITION.
 RJ0271
 RJ0271                          STATION RECOVERY (1983)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0271'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0271'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0271'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0271'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, THE MARK IS THE TOP OF A
 RJ0271'SQUARE NOTCH CUT INTO TOP OF LIGHTHOUSE FOUNDATION, 1.5 METERS (5.0
 RJ0271'FT) WEST OF BENCH MARK IROQUOIS LIGHTHOUSE.  NOTE, MARK IS PAINTED
 RJ0271'OVER, AN ATTEMPT TO LEVEL TO PREVIOUS POINT HELD WAS MADE THIS SURVEY.
 RJ0271'THE MARK IS 1.0 M ABOVE GROUND.
 RJ0271
 RJ0271                          STATION RECOVERY (1986)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0271'RECOVERED AS DESCRIBED.
 RJ0271
 RJ0271                          STATION RECOVERY (2005)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0271'SQUARE NOTCH IS STILL PAINT ENCRUSTED.
 RJ0271
 RJ0271                          STATION RECOVERY (2018)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0274 ***********************************************************************
 RJ0274  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0274  DESIGNATION -  909 9004 UTILITY
 RJ0274  PID         -  RJ0274
 RJ0274  STATE/COUNTY-  MI/CHIPPEWA
 RJ0274  COUNTRY     -  US
 RJ0274  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0274
 RJ0274                         *CURRENT SURVEY CONTROL
 RJ0274  ______________________________________________________________________
 RJ0274* NAD 83(1986) POSITION- 46 29 04.24   (N) 084 37 52.27   (W)   HD_HELD1
 RJ0274* NAVD 88 ORTHO HEIGHT -   184.933 (meters)      606.73  (feet) ADJUSTED
 RJ0274  ______________________________________________________________________
 RJ0274  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 RJ0274  DYNAMIC HEIGHT  -        184.943 (meters)      606.77  (feet) COMP
 RJ0274  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RJ0274
 RJ0274  VERT ORDER      -  FIRST     CLASS 0
 RJ0274
 RJ0274.The horizontal coordinates were determined by differentially corrected
 RJ0274.hand held GPS observations or other comparable positioning techniques
 RJ0274.and have an estimated accuracy of +/- 3 meters.
 RJ0274
 RJ0274.The orthometric height was determined by differential leveling and
 RJ0274.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0274.in June 1991.
 RJ0274
 RJ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0274.GEOID18 height accuracy estimate available here.
 RJ0274
 RJ0274.This Water Level Mark is designated as VM 13355
 RJ0274.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0274
 RJ0274.Click photographs - Photos may exist for this station.
 RJ0274
 RJ0274.The dynamic height is computed by dividing the NAVD 88
 RJ0274.geopotential number by the normal gravity value computed on the
 RJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0274.degrees latitude (g = 980.6199 gals.).
 RJ0274
 RJ0274.The modeled gravity was interpolated from observed gravity values.
 RJ0274
 RJ0274;                    North         East    Units  Estimated Accuracy
 RJ0274;SPC MI N     -   191,793.8   8,181,844.3     MT  (+/- 3 meters HH1 GPS) 
 RJ0274
 RJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8181250608(NAD 83)
 RJ0274
 RJ0274                          SUPERSEDED SURVEY CONTROL
 RJ0274
 RJ0274.No superseded survey control is available for this station.
 RJ0274
 RJ0274_MARKER: F = FLANGE-ENCASED ROD
 RJ0274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0274_STAMPING: 909 9004 UTILITY
 RJ0274_MARK LOGO: NGS
 RJ0274_PROJECTION: RECESSED 5 CENTIMETERS
 RJ0274_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0274+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 RJ0274_ROD/PIPE-DEPTH: 3.4 meters
 RJ0274
 RJ0274  HISTORY     - Date     Condition        Report By
 RJ0274  HISTORY     - 1965     MONUMENTED       USLS
 RJ0274  HISTORY     - 1972     GOOD             USLS
 RJ0274  HISTORY     - 1983     GOOD             NGS
 RJ0274  HISTORY     - 19941003 GOOD             NOS
 RJ0274  HISTORY     - 20040825 GOOD             USPSQD
 RJ0274  HISTORY     - 20060829 GOOD             USPSQD
 RJ0274  HISTORY     - 20150917 GOOD             NOS
 RJ0274  HISTORY     - 20180924 GOOD             NOS
 RJ0274  HISTORY     - 20220731 GOOD             NOS
 RJ0274  HISTORY     - 20230516 GOOD             WILWRK
 RJ0274
 RJ0274                          STATION DESCRIPTION
 RJ0274
 RJ0274'DESCRIBED BY US LAKE SURVEY 1972
 RJ0274'AT POINT IROQUOIS.
 RJ0274'UTILITY IS A POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0274'GOVERNMENT PROPERTY, ABOUT 85 FEET NORTHERLY OF OLD LIGHTHOUSE
 RJ0274'WHICH IS MAINTANCED BY U.S. FOREST SERVICE AS A HISTORICAL SITE,
 RJ0274'89.4 FEET SOUTH OF SOUTHEAST CORNER OF LAKE SURVEY CENTER
 RJ0274'GAGEHOUSE, 70.8 FEET SOUTHERLY OF UTILITY POLE NO. BR1/148N,
 RJ0274'22.2 FEET WESTERLY OF A 1-INCH DIAMETER IRON ROD IMBEDDED IN A
 RJ0274'2 X 2-1/2 FOOT BOULDER, 18.3 FEET SOUTHEAST OF SOUTH EDGE OF
 RJ0274'SIDEWALK, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0274'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 11 FEET
 RJ0274'LONG.
 RJ0274
 RJ0274                          STATION RECOVERY (1983)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0274'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0274'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0274'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0274'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ON THE BEACH AND NEAR A
 RJ0274'USLS GAGE HOUSE, 27.3 METERS (89.4 FT) SOUTH OF SOUTHEAST CORNER OF
 RJ0274'THE GAGE HOUSE, 21.6 METERS (70.8 FT) SOUTH OF UTILITY POLE NUMBER BR
 RJ0274'1/148 N, 6.8 METERS (22.2 FT) WEST OF A 1-INCH DIAMETER IRON ROD
 RJ0274'EMBEDDED IN A 2 FEET BY 2 FEET BOULDER, AND 5.6 METERS (18.3 FT)
 RJ0274'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK.
 RJ0274'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 RJ0274'THE MARK IS ABOVE LEVEL WITH GROUND.
 RJ0274
 RJ0274                          STATION RECOVERY (1994)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0274'RECOVERED AS DESCRIBED.
 RJ0274
 RJ0274                          STATION RECOVERY (2004)
 RJ0274
 RJ0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0274'RECOVERED IN GOOD CONDITION.
 RJ0274
 RJ0274                          STATION RECOVERY (2006)
 RJ0274
 RJ0274'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0274'RECOVERED IN GOOD CONDITION.
 RJ0274
 RJ0274                          STATION RECOVERY (2015)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (MTS)
 RJ0274'RECOVERED AS DESCRIBED.
 RJ0274
 RJ0274                          STATION RECOVERY (2018)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0274'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SHALLOWS, 6.2 MI
 RJ0274'(10.0 KM) NORTH-NORTHWEST OF BRIMLEY AND 5.4 MI (8.7 KM)
 RJ0274'EAST-NORTHEAST OF DOLLAR SETTLEMENT.
 RJ0274'
 RJ0274'TO REACH FROM THE POST OFFICE IN BRIMLEY ON SR 221 (W LAKESHORE DR),
 RJ0274'PROCEED NORTHWEST ON SR 221 (W LAKESHORE DR) FOR 7.25 MI (11.67 KM) TO
 RJ0274'THE POINT IROQUOIS LIGHT HOUSE, NEAR THE GAUGE HOUSE WHICH IS IN THE
 RJ0274'NORTHEAST AREA OF LIGHT HOUSE PROPERTY NEAR THE SHORE LINE, SET
 RJ0274'APPROXIMATELY 117.3 M (384.8 FT) NORTHEASTERLY OF OLD LIGHTHOUSE WHICH
 RJ0274'IS MAINTAINED BY U.S. FOREST SERVICE AS A HISTORICAL SITE.
 RJ0274'
 RJ0274'IT IS 27.3 M (89.6 FT) WEST OF THE SOUTHWEST CORNER OF NATIONAL OCEAN
 RJ0274'SERVICE GAUGE HOUSE.
 RJ0274'
 RJ0274'NOTE-ENCASED IN A 5-INCH (13 CM) PVC PIPE AND CONCRETE KICKBLOCK, WITH
 RJ0274'AN ALUMINUM ACCESS COVER, FLUSH WITH THE GROUND.
 RJ0274
 RJ0274                          STATION RECOVERY (2022)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 RJ0274'RECOVERED AS DESCRIBED.
 RJ0274
 RJ0274                          STATION RECOVERY (2023)
 RJ0274
 RJ0274'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1150 ***********************************************************************
 RJ1150  DESIGNATION -  909 9007 3 A
 RJ1150  PID         -  RJ1150
 RJ1150  STATE/COUNTY-  MI/CHIPPEWA
 RJ1150  COUNTRY     -  US
 RJ1150  USGS QUAD   -  WHITEFISH POINT (2017)
 RJ1150
 RJ1150                         *CURRENT SURVEY CONTROL
 RJ1150  ______________________________________________________________________
 RJ1150* NAD 83(1994) POSITION- 46 45 42.11325(N) 084 57 53.29862(W)   ADJUSTED
 RJ1150* NAVD 88 ORTHO HEIGHT -   185.382 (meters)      608.21  (feet) ADJUSTED
 RJ1150  ______________________________________________________________________
 RJ1150  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 RJ1150  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 RJ1150  DYNAMIC HEIGHT  -        185.401 (meters)      608.27  (feet) COMP
 RJ1150  MODELED GRAVITY -    980,715.7   (mgal)                       NAVD 88
 RJ1150
 RJ1150  HORZ ORDER      -  THIRD
 RJ1150  VERT ORDER      -  SECOND    CLASS I
 RJ1150
 RJ1150.The horizontal coordinates were established by classical geodetic methods
 RJ1150.and adjusted by the National Geodetic Survey in February 1997.
 RJ1150
 RJ1150.The orthometric height was determined by differential leveling and
 RJ1150.adjusted by the NATIONAL GEODETIC SURVEY
 RJ1150.in July 2002.
 RJ1150
 RJ1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1150.GEOID18 height accuracy estimate available here.
 RJ1150
 RJ1150.Click photographs - Photos may exist for this station.
 RJ1150
 RJ1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1150
 RJ1150.The dynamic height is computed by dividing the NAVD 88
 RJ1150.geopotential number by the normal gravity value computed on the
 RJ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ1150.degrees latitude (g = 980.6199 gals.).
 RJ1150
 RJ1150.The modeled gravity was interpolated from observed gravity values.
 RJ1150
 RJ1150. The following values were computed from the NAD 83(1994) position.
 RJ1150
 RJ1150;                    North         East     Units Scale Factor Converg.
 RJ1150;SPC MI N     -   221,882.845 8,155,448.833   MT  0.99993739   +1 28 15.7
 RJ1150;SPC MI N     -   727,962.09 26,756,721.89   iFT  0.99993739   +1 28 15.7
 RJ1150;UTM  16      - 5,180,694.270   655,411.490   MT  0.99989687   +1 28 58.6
 RJ1150
 RJ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1150!SPC MI N     -   0.99997665  x   0.99993739  =   0.99991404
 RJ1150!UTM  16      -   0.99997665  x   0.99989687  =   0.99987352
 RJ1150
 RJ1150:                Primary Azimuth Mark                     Grid Az
 RJ1150:SPC MI N     -  WHITEFISH PT RAD RECEIVING TWR           029 44 31.2
 RJ1150:UTM  16      -  WHITEFISH PT RAD RECEIVING TWR           029 43 48.3
 RJ1150
 RJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5541180694(NAD 83)
 RJ1150
 RJ1150|---------------------------------------------------------------------|
 RJ1150| PID    Reference Object                     Distance      Geod. Az  |
 RJ1150|                                                           dddmmss.s |
 RJ1150| RJ1144 WHITEFISH PT RAD RECEIVING TWR      APPROX. 1.2 KM 0311246.9 |
 RJ1150| RJ1147 DOROTHY                             161.407 METERS 15710     |
 RJ1150| RJ1148 WHITEFISH PT HBR N BKWATER LT       316.650 METERS 16852     |
 RJ1150| RJ1149 WHITEFISH PT HBR S BKWATER LT       268.163 METERS 17951     |
 RJ1150| RJ1151 WHITEFISH PT HBR IN BKWATER LT      196.312 METERS 18352     |
 RJ1150|---------------------------------------------------------------------|
 RJ1150
 RJ1150                          SUPERSEDED SURVEY CONTROL
 RJ1150
 RJ1150  NAD 83(1986)-  46 45 42.10137(N)    084 57 53.28075(W) AD(       ) 3
 RJ1150  NAD 27      -  46 45 42.01574(N)    084 57 53.01294(W) AD(       ) 3
 RJ1150  NGVD 29             185.07   (m)          607.2    (f) LEVELING    3  
 RJ1150
 RJ1150.Superseded values are not recommended for survey control.
 RJ1150
 RJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1150.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1150
 RJ1150_MARKER: DD = SURVEY DISK
 RJ1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RJ1150_STAMPING: 3 A
 RJ1150_MARK LOGO: USACE
 RJ1150_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ1150_MAGNETIC: P = MARKER IS A STEEL PIPE
 RJ1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1150+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ1150
 RJ1150  HISTORY     - Date     Condition        Report By
 RJ1150  HISTORY     - 1981     MONUMENTED       USACE
 RJ1150  HISTORY     - 19960708 GOOD             NGS
 RJ1150  HISTORY     - 20020912 GOOD             USPSQD
 RJ1150  HISTORY     - 20040825 GOOD             USPSQD
 RJ1150  HISTORY     - 20230903 GOOD             INDIV
 RJ1150  HISTORY     - 20250528 GOOD             MIDT
 RJ1150
 RJ1150                          STATION DESCRIPTION
 RJ1150
 RJ1150'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1981
 RJ1150'THE STATION IS LOCATED AT THE INSHORE END OF THE NORTH
 RJ1150'BREAKWATER IN WHITEFISH POINT HARBOR.
 RJ1150'
 RJ1150'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD IN
 RJ1150'PARADISE, GO NORTH ON WIRE ROAD FOR 16.9 KM (10.5 MILES) TO THE
 RJ1150'ENTRANCE TO WHITEFISH POINT HARBOR ON THE RIGHT.  TURN
 RJ1150'RIGHT AND GO EAST FOR 0.1 KM (0.1 MILES) TO THE NORTH
 RJ1150'BREAKWATER AND THE VICINITY OF THE STATION.
 RJ1150'
 RJ1150'THE STATION IS A STANDARD USE DISK
 RJ1150'STAMPED---3A---,
 RJ1150'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT INSIDE A 25 CM
 RJ1150'(10 INCH) METAL PIPE SET FLUSH WITH THE GROUND.  IT IS LOCATED
 RJ1150'13.23 METERS (43.3 FT) WEST FROM THE SHORE END OF THE
 RJ1150'BREAKWATER PILING AND ON LINE WITH THE SHORE ARM OF THE
 RJ1150'NORTH BREAKWATER.
 RJ1150'
 RJ1150'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.65 METERS.
 RJ1150
 RJ1150                          STATION RECOVERY (1996)
 RJ1150
 RJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ1150'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 RJ1150'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 RJ1150'A PAVED ROAD, 29.2 M (95.8 FT) SOUTHEAST OF THE EAST CORNER OF A
 RJ1150'PARKING AREA, 26.8 M (87.9 FT) NORTHEAST OF THE ROAD CENTER, 19.4 M
 RJ1150'(63.6 FT) NORTH OF THE NORTHEAST LEG OF A SIGN (WHITEFISH MOORING AND
 RJ1150'LAUNCHING FACILITY) , 13.3 M (43.6 FT) NORTHWEST OF THE NORTHWEST END
 RJ1150'OF A METAL RETAINING WALL, 5.3 M (17.4 FT) EAST OF THE CENTER OF A
 RJ1150'DRIVEWAY, 5.0 M (16.4 FT) NORTHEAST OF THE NORTH CORNER OF A SIDEWALK,
 RJ1150'0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 RJ1150'THE LEVEL OF THE DRIVEWAY.
 RJ1150
 RJ1150                          STATION RECOVERY (2002)
 RJ1150
 RJ1150'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLS)
 RJ1150'FOUND AT GROUND LEVEL. TELEPHONE POLE 1 FOOT WEST OF MARKER NO LONGER
 RJ1150'HAS A TRANSFORMER ON POLE.
 RJ1150
 RJ1150                          STATION RECOVERY (2004)
 RJ1150
 RJ1150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ1150'RECOVERED IN GOOD CONDITION.
 RJ1150
 RJ1150                          STATION RECOVERY (2023)
 RJ1150
 RJ1150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (DH)
 RJ1150'RECOVERED IN GOOD CONDITION.
 RJ1150
 RJ1150                          STATION RECOVERY (2025)
 RJ1150
 RJ1150'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8173 ***********************************************************************
 AB8173  DESIGNATION -  909 9007 POLE
 AB8173  PID         -  AB8173
 AB8173  STATE/COUNTY-  MI/CHIPPEWA
 AB8173  COUNTRY     -  US
 AB8173  USGS QUAD   -  WHITEFISH POINT (2017)
 AB8173
 AB8173                         *CURRENT SURVEY CONTROL
 AB8173  ______________________________________________________________________
 AB8173* NAD 83(1986) POSITION- 46 45 40.     (N) 084 57 55.     (W)   SCALED
 AB8173* NAVD 88 ORTHO HEIGHT -   185.774 (meters)      609.49  (feet) ADJUSTED
 AB8173  ______________________________________________________________________
 AB8173  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 AB8173  DYNAMIC HEIGHT  -        185.794 (meters)      609.56  (feet) COMP
 AB8173  MODELED GRAVITY -    980,715.5   (mgal)                       NAVD 88
 AB8173
 AB8173  VERT ORDER      -  SECOND    CLASS I
 AB8173
 AB8173.The horizontal coordinates were scaled from a map and have
 AB8173.an estimated accuracy of +/- 6 seconds.
 AB8173
 AB8173.The orthometric height was determined by differential leveling and
 AB8173.adjusted by the NATIONAL GEODETIC SURVEY
 AB8173.in July 2002.
 AB8173
 AB8173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8173.GEOID18 height accuracy estimate available here.
 AB8173
 AB8173.Click photographs - Photos may exist for this station.
 AB8173
 AB8173.The dynamic height is computed by dividing the NAVD 88
 AB8173.geopotential number by the normal gravity value computed on the
 AB8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8173.degrees latitude (g = 980.6199 gals.).
 AB8173
 AB8173.The modeled gravity was interpolated from observed gravity values.
 AB8173
 AB8173;                    North         East    Units  Estimated Accuracy
 AB8173;SPC MI N     -   221,820.    8,155,410.      MT  (+/- 180 meters Scaled)
 AB8173
 AB8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS553806(NAD 83)
 AB8173
 AB8173                          SUPERSEDED SURVEY CONTROL
 AB8173
 AB8173.No superseded survey control is available for this station.
 AB8173
 AB8173_MARKER: I = METAL ROD
 AB8173_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8173_MARK LOGO: NONE
 AB8173_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8173+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB8173
 AB8173  HISTORY     - Date     Condition        Report By
 AB8173  HISTORY     - UNK      MONUMENTED       USLS
 AB8173  HISTORY     - 19960708 GOOD             NGS
 AB8173
 AB8173                          STATION DESCRIPTION
 AB8173
 AB8173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8173'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8173'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 AB8173'A PAVED ROAD, 48.7 M (159.8 FT) SOUTHWEST OF THE ROAD CENTER, 28.3 M
 AB8173'(92.8 FT) NORTHWEST OF THE NORTHWEST END OF A RETAINING WALL, 19.0 M
 AB8173'(62.3 FT) NORTHEAST OF THE NORTH CORNER OF BROWNS FISHERIES BUILDING,
 AB8173'9.0 M (29.5 FT) NORTHEAST OF THE NORTH CORNER OF A LEAN-TO ATTACHED TO
 AB8173'THE BUILDING, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 AB8173'FT) EAST OF UTILITY POLE NUMBER EK1-588R WITH A TRANSFORMER ATTACHED,
 AB8173'AND THE ROD IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8174 ***********************************************************************
 AB8174  DESIGNATION -  909 9007 SHED
 AB8174  PID         -  AB8174
 AB8174  STATE/COUNTY-  MI/CHIPPEWA
 AB8174  COUNTRY     -  US
 AB8174  USGS QUAD   -  WHITEFISH POINT (2017)
 AB8174
 AB8174                         *CURRENT SURVEY CONTROL
 AB8174  ______________________________________________________________________
 AB8174* NAD 83(1986) POSITION- 46 45 39.     (N) 084 58 00.     (W)   SCALED
 AB8174* NAVD 88 ORTHO HEIGHT -   185.528 (meters)      608.69  (feet) ADJUSTED
 AB8174  ______________________________________________________________________
 AB8174  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 AB8174  DYNAMIC HEIGHT  -        185.548 (meters)      608.75  (feet) COMP
 AB8174  MODELED GRAVITY -    980,715.3   (mgal)                       NAVD 88
 AB8174
 AB8174  VERT ORDER      -  SECOND    CLASS I
 AB8174
 AB8174.The horizontal coordinates were scaled from a map and have
 AB8174.an estimated accuracy of +/- 6 seconds.
 AB8174
 AB8174.The orthometric height was determined by differential leveling and
 AB8174.adjusted by the NATIONAL GEODETIC SURVEY
 AB8174.in July 2002.
 AB8174
 AB8174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8174.GEOID18 height accuracy estimate available here.
 AB8174
 AB8174.Click photographs - Photos may exist for this station.
 AB8174
 AB8174.The dynamic height is computed by dividing the NAVD 88
 AB8174.geopotential number by the normal gravity value computed on the
 AB8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8174.degrees latitude (g = 980.6199 gals.).
 AB8174
 AB8174.The modeled gravity was interpolated from observed gravity values.
 AB8174
 AB8174;                    North         East    Units  Estimated Accuracy
 AB8174;SPC MI N     -   221,780.    8,155,310.      MT  (+/- 180 meters Scaled)
 AB8174
 AB8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS552805(NAD 83)
 AB8174
 AB8174                          SUPERSEDED SURVEY CONTROL
 AB8174
 AB8174.No superseded survey control is available for this station.
 AB8174
 AB8174_MARKER: I = METAL ROD
 AB8174_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8174_MARK LOGO: NONE
 AB8174_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8174+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB8174
 AB8174  HISTORY     - Date     Condition        Report By
 AB8174  HISTORY     - UNK      MONUMENTED       USLS
 AB8174  HISTORY     - 19960708 GOOD             NGS
 AB8174
 AB8174                          STATION DESCRIPTION
 AB8174
 AB8174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8174'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8174'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 AB8174'A GRAVELED ROAD, 5.1 M (16.7 FT) SOUTHWEST OF THE ROAD CENTER, 0.4 M
 AB8174'(1.3 FT) NORTHWEST OF THE NORTH CORNER OF THE 1ST SHED AFTER PASSING A
 AB8174'BRICK HOUSE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE ROD
 AB8174'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS4000 ***********************************************************************
 DS4000  DESIGNATION -  909 9010 A
 DS4000  PID         -  DS4000
 DS4000  STATE/COUNTY-  MI/ALGER
 DS4000  COUNTRY     -  US
 DS4000  USGS QUAD   -  GRAND MARAIS (2017)
 DS4000
 DS4000                         *CURRENT SURVEY CONTROL
 DS4000  ______________________________________________________________________
 DS4000* NAD 83(2011) POSITION- 46 40 49.24326(N) 085 58 17.98339(W)   ADJUSTED
 DS4000* NAD 83(2011) ELLIP HT-   149.573 (meters)        (12/02/25)   ADJUSTED
 DS4000* NAD 83(2011) EPOCH   -  2010.00
 DS4000* NAVD 88 ORTHO HEIGHT -   185.6   (meters)      609.    (feet) GPS OBS
 DS4000  ______________________________________________________________________
 DS4000  GEOID HEIGHT    -        -35.974 (meters)                     GEOID18
 DS4000  NAD 83(2011) X  -    307,955.075 (meters)                     COMP
 DS4000  NAD 83(2011) Y  - -4,372,881.169 (meters)                     COMP
 DS4000  NAD 83(2011) Z  -  4,617,566.237 (meters)                     COMP
 DS4000  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 DS4000
 DS4000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4000  Standards:
 DS4000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4000  -------------------------------------------------------------------
 DS4000  NETWORK    0.48   0.88           0.22   0.16   0.45     -0.02863406
 DS4000  -------------------------------------------------------------------
 DS4000  Click here for local accuracies and other accuracy information.
 DS4000
 DS4000.The horizontal coordinates were established by GPS observations
 DS4000.and adjusted by the National Geodetic Survey in December 2025.
 DS4000
 DS4000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4000.been affixed to the stable North American tectonic plate. See 
 DS4000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4000
 DS4000.The horizontal coordinates are valid at the epoch date displayed above
 DS4000.which is a decimal equivalence of Year/Month/Day.
 DS4000
 DS4000.The orthometric height was determined by GPS observations and a
 DS4000.high-resolution geoid model.
 DS4000
 DS4000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4000.GEOID18 height accuracy estimate available here.
 DS4000
 DS4000.Click photographs - Photos may exist for this station.
 DS4000
 DS4000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4000
 DS4000.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4000
 DS4000.The ellipsoidal height was determined by GPS observations
 DS4000.and is referenced to NAD 83.
 DS4000
 DS4000. The following values were computed from the NAD 83(2011) position.
 DS4000
 DS4000;                    North         East     Units Scale Factor Converg.
 DS4000;SPC MI N     -   211,354.505 8,078,668.516   MT  0.99992658   +0 44 35.8
 DS4000;SPC MI N     -   693,420.29 26,504,817.97   iFT  0.99992658   +0 44 35.8
 DS4000;UTM  16      - 5,170,156.534   578,644.786   MT  0.99967602   +0 44 53.5
 DS4000
 DS4000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4000!SPC MI N     -   0.99997655  x   0.99992658  =   0.99990314
 DS4000!UTM  16      -   0.99997655  x   0.99967602  =   0.99965258
 DS4000
 DS4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7864470156(NAD 83)
 DS4000
 DS4000                          SUPERSEDED SURVEY CONTROL
 DS4000
 DS4000.No superseded survey control is available for this station.
 DS4000
 DS4000_MARKER: DJ = TIDAL STATION DISK
 DS4000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS4000_SP_SET: CONCRETE WING WALL.
 DS4000_STAMPING: 9010 A 2021
 DS4000_MARK LOGO: NOS
 DS4000_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS4000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4000+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS4000
 DS4000  HISTORY     - Date     Condition        Report By
 DS4000  HISTORY     - 2021     MONUMENTED       NOS
 DS4000  HISTORY     - 20220811 GOOD             NGS
 DS4000
 DS4000                          STATION DESCRIPTION
 DS4000
 DS4000'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS4000'THE MARK IS LOCATED ABOUT 24.6 MI (39.6 KM) NORTHEAST OF CUSINO, 23.2
 DS4000'MI (37.3 KM) NORTH OF SENEY AND 0.9 MI (1.4 KM) NORTHEAST OF GRAND
 DS4000'MARAIS.
 DS4000'
 DS4000'TO REACH THE STATION FROM THE US POST OFFICE AT E21815 GRAND MARAIS
 DS4000'AVENUE IN GRAND MARAIS, PROCEED NORTHWEST ON GRAND MARAIS AVENUE FOR
 DS4000'0.3 KM (0.2 MI) TO THE INTERSECTION WITH LAKE STREET.  TURN RIGHT AND
 DS4000'PROCEED NORTH ON LAKE STREET 0.1 KM (0.1 MI) TO THE FORK IN THE ROAD.
 DS4000'TURN RIGHT AND PROCEED NORTHEAST ON CANAL STREET 1.1 KM (0.7 MI) TO
 DS4000'THE LOOP AT THE END AND THE BEACH PARKING LOT TO THE NORTH.  CONTINUE
 DS4000'NORTH 0.3 KM (0.2 MI) ON FOOT ALONG THE SEAWALL TO THE STATION.
 DS4000'
 DS4000'THE STATION IS A DISK SET IN A CONCRETE WING WALL EXTENDING WEST INTO
 DS4000'THE SAND BEACH, 36.27 M (119.0 FT) SOUTH-SOUTHWEST OF A 0.22 M (0.7
 DS4000'FT) DIAMETER STEEL BOLLARD, 8.66 M (28.4 FT) WEST-NORTHWEST OF A 0.22
 DS4000'M (0.7 FT) DIAMETER STEEL BOLLARD, 6.92 M (22.7 FT) WEST-SOUTHWEST OF
 DS4000'THE EAST EDGE OF THE CONCRETE SEAWALL AND 0.24 M (0.8 FT)
 DS4000'EAST-SOUTHEAST OF THE WEST END OF THE WING WALL.  THE STATION IS A
 DS4000'REFERENCE MARK FOR A WATER LEVEL MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3967 ***********************************************************************
 DS3967  DESIGNATION -  909 9013 A
 DS3967  PID         -  DS3967
 DS3967  STATE/COUNTY-  MI/ALGER
 DS3967  COUNTRY     -  US
 DS3967  USGS QUAD   -  MUNISING (2017)
 DS3967
 DS3967                         *CURRENT SURVEY CONTROL
 DS3967  ______________________________________________________________________
 DS3967* NAD 83(2011) POSITION- 46 24 49.44919(N) 086 39 06.78736(W)   ADJUSTED
 DS3967* NAD 83(2011) ELLIP HT-   149.699 (meters)        (12/02/25)   ADJUSTED
 DS3967* NAD 83(2011) EPOCH   -  2010.00
 DS3967* NAVD 88 ORTHO HEIGHT -   184.9   (meters)      607.    (feet) GPS OBS
 DS3967  ______________________________________________________________________
 DS3967  GEOID HEIGHT    -        -35.214 (meters)                     GEOID18
 DS3967  NAD 83(2011) X  -    257,275.684 (meters)                     COMP
 DS3967  NAD 83(2011) Y  - -4,397,707.395 (meters)                     COMP
 DS3967  NAD 83(2011) Z  -  4,597,182.869 (meters)                     COMP
 DS3967  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DS3967
 DS3967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3967  Standards:
 DS3967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3967  -------------------------------------------------------------------
 DS3967  NETWORK    0.48   0.88           0.22   0.16   0.45     -0.04276882
 DS3967  -------------------------------------------------------------------
 DS3967  Click here for local accuracies and other accuracy information.
 DS3967
 DS3967.The horizontal coordinates were established by GPS observations
 DS3967.and adjusted by the National Geodetic Survey in December 2025.
 DS3967
 DS3967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3967.been affixed to the stable North American tectonic plate. See 
 DS3967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3967
 DS3967.The horizontal coordinates are valid at the epoch date displayed above
 DS3967.which is a decimal equivalence of Year/Month/Day.
 DS3967
 DS3967.The orthometric height was determined by GPS observations and a
 DS3967.high-resolution geoid model.
 DS3967
 DS3967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3967.GEOID18 height accuracy estimate available here.
 DS3967
 DS3967.Click photographs - Photos may exist for this station.
 DS3967
 DS3967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3967
 DS3967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3967
 DS3967.The ellipsoidal height was determined by GPS observations
 DS3967.and is referenced to NAD 83.
 DS3967
 DS3967. The following values were computed from the NAD 83(2011) position.
 DS3967
 DS3967;                    North         East     Units Scale Factor Converg.
 DS3967;SPC MI N     -   181,268.697 8,026,761.793   MT  0.99990534   +0 15 05.8
 DS3967;SPC MI N     -   594,713.57 26,334,520.32   iFT  0.99990534   +0 15 05.8
 DS3967;UTM  16      - 5,140,076.928   526,753.698   MT  0.99960880   +0 15 07.8
 DS3967
 DS3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3967!SPC MI N     -   0.99997653  x   0.99990534  =   0.99988188
 DS3967!UTM  16      -   0.99997653  x   0.99960880  =   0.99958534
 DS3967
 DS3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2675340076(NAD 83)
 DS3967
 DS3967                          SUPERSEDED SURVEY CONTROL
 DS3967
 DS3967.No superseded survey control is available for this station.
 DS3967
 DS3967_MARKER: DJ = TIDAL STATION DISK
 DS3967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3967_SP_SET: CONCRETE STRUCTURE
 DS3967_STAMPING: 9013 A 2015
 DS3967_MARK LOGO: NOS
 DS3967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3967+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS3967
 DS3967  HISTORY     - Date     Condition        Report By
 DS3967  HISTORY     - UNK      MONUMENTED       NOS
 DS3967  HISTORY     - 20220811 GOOD             NGS
 DS3967
 DS3967                          STATION DESCRIPTION
 DS3967
 DS3967'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3967'LOCATED NEAR INDIAN TOWN, NI.
 DS3967'
 DS3967'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST-SOUTHWEST OF
 DS3967'MELSTRAND, 9.8 MI (15.8 KM) WEST-NORTHWEST OF SHINGLETON, 8.9 MI (14.3
 DS3967'KM) EAST OF AU TRAIN, 4.8 MI (7.7 KM) NORTHWEST OF JUNIPER AND 4.3 MI
 DS3967'(6.9 KM) WEST OF INDIAN TOWN.
 DS3967'
 DS3967'MARK IS A BRASS NOS DISK SET IN THE CONCRETE BREAKWATER JETTY FOR
 DS3967'MUNISING HARBOR AND IS 4.600 FROM A PRIVATELY MAINTAINED RED LIGHT
 DS3967'MARKING THE END OF THE JETTY, 0.915 M (3.0 FT) NORTHWEST FROM THE
 DS3967'SOUTHEAST FACE OF THE BREAKWATER AND 0.830 M (2.7 FT) SOUTHWEST OF THE
 DS3967'NORTHEAST FACE OF THE BREAKWATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3968 ***********************************************************************
 DS3968  DESIGNATION -  909 9013 C
 DS3968  PID         -  DS3968
 DS3968  STATE/COUNTY-  MI/ALGER
 DS3968  COUNTRY     -  US
 DS3968  USGS QUAD   -  MUNISING (2017)
 DS3968
 DS3968                         *CURRENT SURVEY CONTROL
 DS3968  ______________________________________________________________________
 DS3968* NAD 83(2011) POSITION- 46 24 47.33798(N) 086 39 13.45389(W)   ADJUSTED
 DS3968* NAD 83(2011) ELLIP HT-   149.819 (meters)        (12/02/25)   ADJUSTED
 DS3968* NAD 83(2011) EPOCH   -  2010.00
 DS3968* NAVD 88 ORTHO HEIGHT -   185.0   (meters)      607.    (feet) GPS OBS
 DS3968  ______________________________________________________________________
 DS3968  GEOID HEIGHT    -        -35.212 (meters)                     GEOID18
 DS3968  NAD 83(2011) X  -    257,136.310 (meters)                     COMP
 DS3968  NAD 83(2011) Y  - -4,397,762.930 (meters)                     COMP
 DS3968  NAD 83(2011) Z  -  4,597,138.010 (meters)                     COMP
 DS3968  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 DS3968
 DS3968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3968  Standards:
 DS3968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3968  -------------------------------------------------------------------
 DS3968  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.04061888
 DS3968  -------------------------------------------------------------------
 DS3968  Click here for local accuracies and other accuracy information.
 DS3968
 DS3968.The horizontal coordinates were established by GPS observations
 DS3968.and adjusted by the National Geodetic Survey in December 2025.
 DS3968
 DS3968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3968.been affixed to the stable North American tectonic plate. See 
 DS3968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3968
 DS3968.The horizontal coordinates are valid at the epoch date displayed above
 DS3968.which is a decimal equivalence of Year/Month/Day.
 DS3968
 DS3968.The orthometric height was determined by GPS observations and a
 DS3968.high-resolution geoid model.
 DS3968
 DS3968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3968.GEOID18 height accuracy estimate available here.
 DS3968
 DS3968.Click photographs - Photos may exist for this station.
 DS3968
 DS3968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3968
 DS3968.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3968
 DS3968.The ellipsoidal height was determined by GPS observations
 DS3968.and is referenced to NAD 83.
 DS3968
 DS3968. The following values were computed from the NAD 83(2011) position.
 DS3968
 DS3968;                    North         East     Units Scale Factor Converg.
 DS3968;SPC MI N     -   181,202.891 8,026,619.717   MT  0.99990532   +0 15 01.0
 DS3968;SPC MI N     -   594,497.67 26,334,054.19   iFT  0.99990532   +0 15 01.0
 DS3968;UTM  16      - 5,140,011.140   526,611.666   MT  0.99960870   +0 15 02.9
 DS3968
 DS3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3968!SPC MI N     -   0.99997651  x   0.99990532  =   0.99988184
 DS3968!UTM  16      -   0.99997651  x   0.99960870  =   0.99958522
 DS3968
 DS3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2661140011(NAD 83)
 DS3968
 DS3968                          SUPERSEDED SURVEY CONTROL
 DS3968
 DS3968.No superseded survey control is available for this station.
 DS3968
 DS3968_MARKER: DJ = TIDAL STATION DISK
 DS3968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3968_SP_SET: CONCRETE STRUCTURE
 DS3968_STAMPING: 9013 C 2015
 DS3968_MARK LOGO: NOS
 DS3968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3968+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS3968
 DS3968  HISTORY     - Date     Condition        Report By
 DS3968  HISTORY     - UNK      MONUMENTED       NOS
 DS3968  HISTORY     - 20220811 GOOD             NGS
 DS3968
 DS3968                          STATION DESCRIPTION
 DS3968
 DS3968'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3968'LOCATED IN ALGER COUNTY, MI.
 DS3968'
 DS3968'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) WEST-SOUTHWEST OF
 DS3968'MELSTRAND, 9.9 MI (15.9 KM) WEST-NORTHWEST OF SHINGLETON, 8.8 MI (14.2
 DS3968'KM) EAST OF AU TRAIN, 4.9 MI (7.9 KM) NORTHWEST OF JUNIPER AND 4.3 MI
 DS3968'(6.9 KM) WEST OF INDIAN TOWN.
 DS3968'
 DS3968'MARK IS A BRASS NOS DISK SET IN THE SOUTHWEST SIDE OF THE BREAKWATER
 DS3968'JETTY FOR MUNISING HARBOR AND IS 19.77 M (64.9 FT) NORTHEAST OF THE
 DS3968'FOOT OF ELM AVENUE AND THE END OF THE BREAKWATER, 5.720 M (18.8 FT)
 DS3968'NORTHWEST OF THE SOUTHEAST FACE OF THE BREAKWATER AND 0.445 M (1.5 FT)
 DS3968'SOUTHEAST OF THE NORTHWEST FACE OF THE BREAKWATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0428 ***********************************************************************
 RK0428  DESIGNATION -  909 9015 15 USE
 RK0428  PID         -  RK0428
 RK0428  STATE/COUNTY-  MI/MARQUETTE
 RK0428  COUNTRY     -  US
 RK0428  USGS QUAD   -  MARQUETTE (2017)
 RK0428
 RK0428                         *CURRENT SURVEY CONTROL
 RK0428  ______________________________________________________________________
 RK0428* NAD 83(1986) POSITION- 46 34 51.4    (N) 087 22 49.4    (W)   HD_HELD2
 RK0428* NAVD 88 ORTHO HEIGHT -   190.941 (meters)      626.45  (feet) ADJUSTED
 RK0428  ______________________________________________________________________
 RK0428  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 RK0428  DYNAMIC HEIGHT  -        190.959 (meters)      626.50  (feet) COMP
 RK0428  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 RK0428
 RK0428  VERT ORDER      -  FIRST     CLASS 0
 RK0428
 RK0428.The horizontal coordinates were established by autonomous hand held GPS
 RK0428.observations and have an estimated accuracy of +/- 10 meters.
 RK0428
 RK0428.The orthometric height was determined by differential leveling and
 RK0428.adjusted by the NATIONAL GEODETIC SURVEY
 RK0428.in June 1991.
 RK0428
 RK0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0428.GEOID18 height accuracy estimate available here.
 RK0428
 RK0428.Click photographs - Photos may exist for this station.
 RK0428
 RK0428.The dynamic height is computed by dividing the NAVD 88
 RK0428.geopotential number by the normal gravity value computed on the
 RK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0428.degrees latitude (g = 980.6199 gals.).
 RK0428
 RK0428.The modeled gravity was interpolated from observed gravity values.
 RK0428
 RK0428;                    North         East    Units  Estimated Accuracy
 RK0428;SPC MI N     -   199,865.    7,970,846.      MT  (+/- 10 meters HH2 GPS)
 RK0428
 RK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7085558667(NAD 83)
 RK0428
 RK0428                          SUPERSEDED SURVEY CONTROL
 RK0428
 RK0428.No superseded survey control is available for this station.
 RK0428
 RK0428_MARKER: B = BOLT
 RK0428_SETTING: 66 = SET IN ROCK OUTCROP
 RK0428_STAMPING: 909 9015 15 USE
 RK0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0428+STABILITY: POSITION/ELEVATION WELL
 RK0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0428+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 RK0428
 RK0428  HISTORY     - Date     Condition        Report By
 RK0428  HISTORY     - 1897     MONUMENTED       USACE
 RK0428  HISTORY     - 1975     GOOD             NOS
 RK0428  HISTORY     - 1985     GOOD             NGS
 RK0428  HISTORY     - 19960823 GOOD             USPSQD
 RK0428  HISTORY     - 20070606 GOOD             GEOCAC
 RK0428  HISTORY     - 20090603 GOOD             MIDT
 RK0428  HISTORY     - 20210601 GOOD             MIDT
 RK0428
 RK0428                          STATION DESCRIPTION
 RK0428
 RK0428'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0428'IN MARQUETTE.
 RK0428'AT MARQUETTE,  THE SOUTH END OF PRESQUE ISLE PARK, ABOUT 400 FT.
 RK0428'NORTHEAST OF SHORE AND OF THE BREAKWATER, 25 FT. NORTH OF EDGE OF
 RK0428'VERTICAL BLUFF ABOVE THE WATERS EDGE, 21 FT. NORTH OF A 10 INCH DOUBLE
 RK0428'MAPLE TREE, ON TOP OF A SMALL OUTCROP OF LEDGE ROCK AT THE BASE OF A
 RK0428'KNOLL, AND THE TOP OF A THREE QUARTER INCH BRASS BOLT PROJECTING
 RK0428'THREE QUARTER INCH.
 RK0428
 RK0428                          STATION RECOVERY (1985)
 RK0428
 RK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0428'RECOVERED IN GOOD CONDITION.
 RK0428
 RK0428                          STATION RECOVERY (1996)
 RK0428
 RK0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0428'RECOVERED IN GOOD CONDITION.
 RK0428
 RK0428                          STATION RECOVERY (2007)
 RK0428
 RK0428'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0428'DESCRIBED TREE NO LONGER EXISTS. MARK IS NOW NOW 8FT NORTH OF THE EDGE
 RK0428'OF THE CLIFF, 10 FT EAST OF THE END OF A LOG RAILING, 29.5 FT
 RK0428'NORTHEAST OF A GROUP OF FOUR 6 TO 8 INCH MAPLE TREES.
 RK0428
 RK0428                          STATION RECOVERY (2009)
 RK0428
 RK0428'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0428'RECOVERED AS DESCRIBED.
 RK0428
 RK0428                          STATION RECOVERY (2021)
 RK0428
 RK0428'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RK0428'THE MARK IS 134 NORTHEAST OF THE GAZEBO AND 3.6 FT (1.1 M) NORTHWEST
 RK0428'FROM THE EDGE OF THE ERODING CLIFF EDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0425 ***********************************************************************
 RK0425  DESIGNATION -  909 9015 ANCHOR NUT
 RK0425  PID         -  RK0425
 RK0425  STATE/COUNTY-  MI/MARQUETTE
 RK0425  COUNTRY     -  US
 RK0425  USGS QUAD   -  MARQUETTE (2017)
 RK0425
 RK0425                         *CURRENT SURVEY CONTROL
 RK0425  ______________________________________________________________________
 RK0425* NAD 83(1986) POSITION- 46 34 51.7    (N) 087 23 23.7    (W)   HD_HELD2
 RK0425* NAVD 88 ORTHO HEIGHT -   185.249 (meters)      607.77  (feet) ADJUSTED
 RK0425  ______________________________________________________________________
 RK0425  GEOID HEIGHT    -        -34.926 (meters)                     GEOID18
 RK0425  DYNAMIC HEIGHT  -        185.265 (meters)      607.82  (feet) COMP
 RK0425  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 RK0425
 RK0425  VERT ORDER      -  FIRST     CLASS 0
 RK0425
 RK0425.The horizontal coordinates were established by autonomous hand held GPS
 RK0425.observations and have an estimated accuracy of +/- 10 meters.
 RK0425
 RK0425.The orthometric height was determined by differential leveling and
 RK0425.adjusted by the NATIONAL GEODETIC SURVEY
 RK0425.in June 1991.
 RK0425
 RK0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0425.GEOID18 height accuracy estimate available here.
 RK0425
 RK0425.Click photographs - Photos may exist for this station.
 RK0425
 RK0425.The dynamic height is computed by dividing the NAVD 88
 RK0425.geopotential number by the normal gravity value computed on the
 RK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0425.degrees latitude (g = 980.6199 gals.).
 RK0425
 RK0425.The modeled gravity was interpolated from observed gravity values.
 RK0425
 RK0425;                    North         East    Units  Estimated Accuracy
 RK0425;SPC MI N     -   199,878.    7,970,116.      MT  (+/- 10 meters HH2 GPS)
 RK0425
 RK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7012558680(NAD 83)
 RK0425
 RK0425                          SUPERSEDED SURVEY CONTROL
 RK0425
 RK0425.No superseded survey control is available for this station.
 RK0425
 RK0425_MARKER: B = BOLT
 RK0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0425_SP_SET: BRIDGE
 RK0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0425+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0425
 RK0425  HISTORY     - Date     Condition        Report By
 RK0425  HISTORY     - 1935     MONUMENTED       USLS
 RK0425  HISTORY     - 1975     GOOD             NOS
 RK0425  HISTORY     - 1990     GOOD             USPSQD
 RK0425  HISTORY     - 19910611 GOOD             USPSQD
 RK0425  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0425  HISTORY     - 20010917 GOOD             USPSQD
 RK0425  HISTORY     - 20031010 GOOD             USPSQD
 RK0425  HISTORY     - 20060724 GOOD             USPSQD
 RK0425
 RK0425                          STATION DESCRIPTION
 RK0425
 RK0425'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0425'IN MARQUETTE.
 RK0425'IN THE MARQUETTE, AT PRESQUE ISLE HARBOR UNDER THE TRESTLE APPROACH TO
 RK0425'THE LAKE SUPERIOR AND ISHPEMING RAILROAD ORE DOCK, ON NORTHWEST SIDE
 RK0425'OF ROAD PASSING UNDER THE TRESTLE, ON FOOTING OF NORTHEAST COLUMN OF
 RK0425'STEEL BENT SUPPORTING TRESTLE ACROSS THE ROAD AND IN THE HIGHEST POINT
 RK0425'ON TOP OF NORTH ANCHOR NUT.
 RK0425
 RK0425                          STATION RECOVERY (1990)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (1991)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (1996)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0425'MARK NOT FOUND.
 RK0425
 RK0425                          STATION RECOVERY (2001)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (2003)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (2006)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0427 ***********************************************************************
 RK0427  DESIGNATION -  909 9015 MARINA
 RK0427  PID         -  RK0427
 RK0427  STATE/COUNTY-  MI/MARQUETTE
 RK0427  COUNTRY     -  US
 RK0427  USGS QUAD   -  MARQUETTE (2017)
 RK0427
 RK0427                         *CURRENT SURVEY CONTROL
 RK0427  ______________________________________________________________________
 RK0427* NAD 83(1986) POSITION- 46 34 53.8    (N) 087 23 04.1    (W)   HD_HELD2
 RK0427* NAVD 88 ORTHO HEIGHT -   186.346 (meters)      611.37  (feet) ADJUSTED
 RK0427  ______________________________________________________________________
 RK0427  GEOID HEIGHT    -        -34.945 (meters)                     GEOID18
 RK0427  DYNAMIC HEIGHT  -        186.363 (meters)      611.43  (feet) COMP
 RK0427  MODELED GRAVITY -    980,701.0   (mgal)                       NAVD 88
 RK0427
 RK0427  VERT ORDER      -  FIRST     CLASS 0
 RK0427
 RK0427.The horizontal coordinates were established by autonomous hand held GPS
 RK0427.observations and have an estimated accuracy of +/- 10 meters.
 RK0427
 RK0427.The orthometric height was determined by differential leveling and
 RK0427.adjusted by the NATIONAL GEODETIC SURVEY
 RK0427.in June 1991.
 RK0427
 RK0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0427.GEOID18 height accuracy estimate available here.
 RK0427
 RK0427.Click photographs - Photos may exist for this station.
 RK0427
 RK0427.The dynamic height is computed by dividing the NAVD 88
 RK0427.geopotential number by the normal gravity value computed on the
 RK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0427.degrees latitude (g = 980.6199 gals.).
 RK0427
 RK0427.The modeled gravity was interpolated from observed gravity values.
 RK0427
 RK0427;                    North         East    Units  Estimated Accuracy
 RK0427;SPC MI N     -   199,941.    7,970,534.      MT  (+/- 10 meters HH2 GPS)
 RK0427
 RK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7054258743(NAD 83)
 RK0427
 RK0427                          SUPERSEDED SURVEY CONTROL
 RK0427
 RK0427.No superseded survey control is available for this station.
 RK0427
 RK0427_MARKER: DB = BENCH MARK DISK
 RK0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0427_SP_SET: BUILDING
 RK0427_STAMPING: MARINA JGR 1972
 RK0427_MARK LOGO: CGS
 RK0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0427+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0427
 RK0427  HISTORY     - Date     Condition        Report By
 RK0427  HISTORY     - 1972     MONUMENTED       NOS
 RK0427  HISTORY     - 1975     GOOD             NOS
 RK0427  HISTORY     - 1990     GOOD             USPSQD
 RK0427  HISTORY     - 19910611 GOOD             USPSQD
 RK0427  HISTORY     - 19960823 GOOD             USPSQD
 RK0427  HISTORY     - 20010917 GOOD             USPSQD
 RK0427  HISTORY     - 20031010 GOOD             USPSQD
 RK0427  HISTORY     - 20060724 GOOD             USPSQD
 RK0427
 RK0427                          STATION DESCRIPTION
 RK0427
 RK0427'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0427'IN MARQUETTE.
 RK0427'IN MARQUETTE, AT PRESQUE ISLE HARBOR, ON THE WEST FACE OF MARINA
 RK0427'BRICK OFFICE BUILDING 23.5 FT. NORTHEAST OF AN ORNAMENTAL LIGHT
 RK0427'POST, 0.7 FT. SOUTH OF NORTHWEST BUILDING CORNER, 4.8 FT. ABOVE
 RK0427'GROUND.
 RK0427
 RK0427                          STATION RECOVERY (1990)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (1991)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (1996)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2001)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2003)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2006)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ1117 ***********************************************************************
 DQ1117  DESIGNATION -  909 9015 PRESQUE ISLE RESET
 DQ1117  PID         -  DQ1117
 DQ1117  STATE/COUNTY-  MI/MARQUETTE
 DQ1117  COUNTRY     -  US
 DQ1117  USGS QUAD   -  MARQUETTE (2017)
 DQ1117
 DQ1117                         *CURRENT SURVEY CONTROL
 DQ1117  ______________________________________________________________________
 DQ1117* NAD 83(1986) POSITION- 46 34 55.5    (N) 087 23 13.8    (W)   HD_HELD2
 DQ1117* NAVD 88 ORTHO HEIGHT -   184.97  (meters)      606.9   (feet) RESET
 DQ1117  ______________________________________________________________________
 DQ1117  GEOID HEIGHT    -        -34.939 (meters)                     GEOID18
 DQ1117  VERT ORDER      -  THIRD
 DQ1117
 DQ1117.The horizontal coordinates were established by autonomous hand held GPS
 DQ1117.observations and have an estimated accuracy of +/- 10 meters.
 DQ1117
 DQ1117.The orthometric height was computed from unverified reset data.
 DQ1117
 DQ1117.No vertical observational check was made to the station.
 DQ1117
 DQ1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1117.GEOID18 height accuracy estimate available here.
 DQ1117
 DQ1117.Click photographs - Photos may exist for this station.
 DQ1117
 DQ1117;                    North         East    Units  Estimated Accuracy
 DQ1117;SPC MI N     -   199,994.    7,970,327.      MT  (+/- 10 meters HH2 GPS)
 DQ1117
 DQ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7033658797(NAD 83)
 DQ1117
 DQ1117                          SUPERSEDED SURVEY CONTROL
 DQ1117
 DQ1117.No superseded survey control is available for this station.
 DQ1117
 DQ1117_MARKER: DD = SURVEY DISK
 DQ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1117_STAMPING: 909 9015 PRESQUE ISLE RESET 2015
 DQ1117_MARK LOGO: MIDT
 DQ1117_PROJECTION: FLUSH
 DQ1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1117+STABILITY: SURFACE MOTION
 DQ1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1117+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DQ1117
 DQ1117  HISTORY     - Date     Condition        Report By
 DQ1117  HISTORY     - 20151022 MONUMENTED       MI-103
 DQ1117
 DQ1117                          STATION DESCRIPTION
 DQ1117
 DQ1117'DESCRIBED BY MARQUETTE COUNTY MI 2015 (SWH)
 DQ1117'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF BUCKROE,
 DQ1117'6.2 MI (10.0 KM) NORTH-NORTHWEST OF HARVEY AND 2.7 MI (4.3 KM) NORTH
 DQ1117'OF MARQUETTE.
 DQ1117'
 DQ1117'TO REACH MARK FROM JUNCTION OF HAWLEY ST AND LAKE SHORE BOULEVARD,
 DQ1117'TRAVEL NORTH ON LAKE SHORE BOULEVARD FOR 0.88 MI (1.4 KM) TO MARK ON
 DQ1117'THE RIGHT.
 DQ1117'
 DQ1117'THE MARK IS A MIDT SURVEY DISK SET IN CONCRETE POST. THE MARK IS 25.9
 DQ1117'FT (7.9 M) SOUTHWEST PEDESTRIAN BRIDGE, 30 FT (9.1 M) SOUTH OF ROAD
 DQ1117'CENTERLINE , 32.5 FT (9.9 M) NORTHEAST OF POWER LINE SUPPORT AND 2 FT
 DQ1117'(0.6 M) NORTHWEST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0430 ***********************************************************************
 RK0430  DESIGNATION -  909 9015 SQUARE USLS
 RK0430  PID         -  RK0430
 RK0430  STATE/COUNTY-  MI/MARQUETTE
 RK0430  COUNTRY     -  US
 RK0430  USGS QUAD   -  MARQUETTE (2017)
 RK0430
 RK0430                         *CURRENT SURVEY CONTROL
 RK0430  ______________________________________________________________________
 RK0430* NAD 83(1986) POSITION- 46 34 48.     (N) 087 22 49.     (W)   SCALED
 RK0430* NAVD 88 ORTHO HEIGHT -   185.267 (meters)      607.83  (feet) ADJUSTED
 RK0430  ______________________________________________________________________
 RK0430  GEOID HEIGHT    -        -34.949 (meters)                     GEOID18
 RK0430  DYNAMIC HEIGHT  -        185.283 (meters)      607.88  (feet) COMP
 RK0430  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 RK0430
 RK0430  VERT ORDER      -  FIRST     CLASS 0
 RK0430
 RK0430.The horizontal coordinates were scaled from a map and have
 RK0430.an estimated accuracy of +/- 6 seconds.
 RK0430
 RK0430.The orthometric height was determined by differential leveling and
 RK0430.adjusted by the NATIONAL GEODETIC SURVEY
 RK0430.in June 1991.
 RK0430
 RK0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0430.GEOID18 height accuracy estimate available here.
 RK0430
 RK0430.Click photographs - Photos may exist for this station.
 RK0430
 RK0430.The dynamic height is computed by dividing the NAVD 88
 RK0430.geopotential number by the normal gravity value computed on the
 RK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0430.degrees latitude (g = 980.6199 gals.).
 RK0430
 RK0430.The modeled gravity was interpolated from observed gravity values.
 RK0430
 RK0430;                    North         East    Units  Estimated Accuracy
 RK0430;SPC MI N     -   199,760.    7,970,850.      MT  (+/- 180 meters Scaled)
 RK0430
 RK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708585(NAD 83)
 RK0430
 RK0430                          SUPERSEDED SURVEY CONTROL
 RK0430
 RK0430.No superseded survey control is available for this station.
 RK0430
 RK0430_MARKER: Q = CHISELED SQUARE
 RK0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0430_SP_SET: CONCRETE WALL
 RK0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0430
 RK0430  HISTORY     - Date     Condition        Report By
 RK0430  HISTORY     - 1935     MONUMENTED       USLS
 RK0430  HISTORY     - 1975     GOOD             NOS
 RK0430  HISTORY     - 1985     GOOD             NGS
 RK0430  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0430  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0430
 RK0430                          STATION DESCRIPTION
 RK0430
 RK0430'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0430'IN MARQUETTE.
 RK0430'IN MARQUETTE, AT PRESQUE ISLE HARBOR, ABOUT HALF WAY BETWEEN SHORE
 RK0430'ENDS OF THE BREAKWATER AND THE LAKE SHORE AND ISHPEMING ORE DOCK,
 RK0430'AT FORK IN ROADS HAVING A TRIANGULAR GRASSY PLOT IN THE CENTER, ON
 RK0430'WEST END OF A CURVING CONCRETE WALL ALONG NORTHERLY SIDE OF THE ROAD,
 RK0430'87 FT. WEST OF LIGHT POLE IN THE TRIANGULAR PLOT, 0.3 FT. FROM END OF
 RK0430'THE WALL, ONE AND ONE HALF FT. ABOVE THE GROUND AND THE HIGHEST POINT
 RK0430'IN AT THE SOUTH CORNER OF THE SQUARE.
 RK0430
 RK0430                          STATION RECOVERY (1985)
 RK0430
 RK0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0430'RECOVERED IN GOOD CONDITION.
 RK0430
 RK0430                          STATION RECOVERY (1990)
 RK0430
 RK0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0430'MARK NOT FOUND.
 RK0430
 RK0430                          STATION RECOVERY (1996)
 RK0430
 RK0430'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0424 ***********************************************************************
 RK0424  DESIGNATION -  909 9015 WL 302 USLS
 RK0424  PID         -  RK0424
 RK0424  STATE/COUNTY-  MI/MARQUETTE
 RK0424  COUNTRY     -  US
 RK0424  USGS QUAD   -  MARQUETTE (2017)
 RK0424
 RK0424                         *CURRENT SURVEY CONTROL
 RK0424  ______________________________________________________________________
 RK0424* NAD 83(1986) POSITION- 46 34 48.     (N) 087 23 43.     (W)   SCALED
 RK0424* NAVD 88 ORTHO HEIGHT -   186.180 (meters)      610.83  (feet) ADJUSTED
 RK0424  ______________________________________________________________________
 RK0424  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 RK0424  DYNAMIC HEIGHT  -        186.196 (meters)      610.88  (feet) COMP
 RK0424  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 RK0424
 RK0424  VERT ORDER      -  FIRST     CLASS 0
 RK0424
 RK0424.The horizontal coordinates were scaled from a map and have
 RK0424.an estimated accuracy of +/- 6 seconds.
 RK0424
 RK0424.The orthometric height was determined by differential leveling and
 RK0424.adjusted by the NATIONAL GEODETIC SURVEY
 RK0424.in June 1991.
 RK0424
 RK0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0424.GEOID18 height accuracy estimate available here.
 RK0424
 RK0424.Click photographs - Photos may exist for this station.
 RK0424
 RK0424.The dynamic height is computed by dividing the NAVD 88
 RK0424.geopotential number by the normal gravity value computed on the
 RK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0424.degrees latitude (g = 980.6199 gals.).
 RK0424
 RK0424.The modeled gravity was interpolated from observed gravity values.
 RK0424
 RK0424;                    North         East    Units  Estimated Accuracy
 RK0424;SPC MI N     -   199,770.    7,969,710.      MT  (+/- 180 meters Scaled)
 RK0424
 RK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS697585(NAD 83)
 RK0424
 RK0424                          SUPERSEDED SURVEY CONTROL
 RK0424
 RK0424.No superseded survey control is available for this station.
 RK0424
 RK0424_MARKER: DD = SURVEY DISK
 RK0424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0424_SP_SET: CONCRETE
 RK0424_STAMPING: WL 302 1935
 RK0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0424
 RK0424  HISTORY     - Date     Condition        Report By
 RK0424  HISTORY     - 1935     MONUMENTED       USLS
 RK0424  HISTORY     - 1975     GOOD             NOS
 RK0424
 RK0424                          STATION DESCRIPTION
 RK0424
 RK0424'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0424'IN MARQUETTE.
 RK0424'IN MARQUETTE, AT PRESQUE ISLE HARBOR, WEST OF THE INNER END OF THE
 RK0424'LAKE SUPERIOR AND ISHPEMING RAILROAD ORE DOCK, AT SOUTHEAST CORNER
 RK0424'OF THE ROUNDHOUSE, IN EAST FACE OF THE FOUNDATION, 0.5 FT. FROM THE
 RK0424'CORNER 1 FT. ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0115 ***********************************************************************
 RK0115  DESIGNATION -  909 9016 6
 RK0115  PID         -  RK0115
 RK0115  STATE/COUNTY-  MI/MARQUETTE
 RK0115  COUNTRY     -  US
 RK0115  USGS QUAD   -  MARQUETTE (2017)
 RK0115
 RK0115                         *CURRENT SURVEY CONTROL
 RK0115  ______________________________________________________________________
 RK0115* NAD 83(1986) POSITION- 46 32 32.2    (N) 087 23 32.0    (W)   HD_HELD2
 RK0115* NAVD 88 ORTHO HEIGHT -   191.303 (meters)      627.63  (feet) ADJUSTED
 RK0115  ______________________________________________________________________
 RK0115  GEOID HEIGHT    -        -34.746 (meters)                     GEOID18
 RK0115  DYNAMIC HEIGHT  -        191.320 (meters)      627.69  (feet) COMP
 RK0115  MODELED GRAVITY -    980,699.0   (mgal)                       NAVD 88
 RK0115
 RK0115  VERT ORDER      -  FIRST     CLASS 0
 RK0115
 RK0115.The horizontal coordinates were established by autonomous hand held GPS
 RK0115.observations and have an estimated accuracy of +/- 10 meters.
 RK0115
 RK0115.The orthometric height was determined by differential leveling and
 RK0115.adjusted by the NATIONAL GEODETIC SURVEY
 RK0115.in June 1991.
 RK0115
 RK0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0115.GEOID18 height accuracy estimate available here.
 RK0115
 RK0115.Click photographs - Photos may exist for this station.
 RK0115
 RK0115.The dynamic height is computed by dividing the NAVD 88
 RK0115.geopotential number by the normal gravity value computed on the
 RK0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0115.degrees latitude (g = 980.6199 gals.).
 RK0115
 RK0115.The modeled gravity was interpolated from observed gravity values.
 RK0115
 RK0115;                    North         East    Units  Estimated Accuracy
 RK0115;SPC MI N     -   195,572.    7,969,918.      MT  (+/- 10 meters HH2 GPS)
 RK0115
 RK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6992754375(NAD 83)
 RK0115
 RK0115                          SUPERSEDED SURVEY CONTROL
 RK0115
 RK0115.No superseded survey control is available for this station.
 RK0115
 RK0115_MARKER: B = BOLT
 RK0115_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RK0115_SP_SET: STONE FOUNDATION
 RK0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0115+STABILITY: POSITION/ELEVATION WELL
 RK0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0115+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 RK0115
 RK0115  HISTORY     - Date     Condition        Report By
 RK0115  HISTORY     - 1876     MONUMENTED       USLS
 RK0115  HISTORY     - 1948     GOOD             CGS
 RK0115  HISTORY     - 1975     GOOD             NOS
 RK0115  HISTORY     - 1985     GOOD             NGS
 RK0115  HISTORY     - 1990     GOOD             USPSQD
 RK0115  HISTORY     - 19910611 GOOD             USPSQD
 RK0115  HISTORY     - 20001024 GOOD             MIDT
 RK0115  HISTORY     - 20010917 GOOD             USPSQD
 RK0115  HISTORY     - 20041023 GOOD             USPSQD
 RK0115  HISTORY     - 20060724 GOOD             USPSQD
 RK0115  HISTORY     - 20180716 GOOD             CO-OPS
 RK0115
 RK0115                          STATION DESCRIPTION
 RK0115
 RK0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0115'IN MARQUETTE.
 RK0115'IN MARQUETTE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 RK0115'AND LAKE STREETS, IN THE NORTH WALL AND NEAR THE NORTHEAST CORNER
 RK0115'OF AN OLD STONE BUILDING NOW OCCUPIED BY THE HOLLAND FURNACE
 RK0115'COMPANY, SLIGHTLY EAST OF THE CENTER OF THE CORNER STONE IN THE
 RK0115'THIRD COURSE OF STONE ABOVE THE WATER TABLE AND SURROUNDED BY THE
 RK0115'LETTERS USBM CUT IN THE STONE, THE CENTER OF A SMALL HOLE IN
 RK0115'THE CENTER OF A BRASS BOLT SET IN THE STONE.  ESTABLISHED 1876.
 RK0115
 RK0115                          STATION RECOVERY (1975)
 RK0115
 RK0115'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0115'AT MARQUETTE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 RK0115'AND LAKE STREETS, IN THE NORTH WALL AND NEAR THE NORTHEAST CORNER
 RK0115'OF AN OLD STONE BUILDING FORMERLY OCCUPIED BY THE HOLLAND FURNACE
 RK0115'COMPANY, SLIGHTLY EAST OF THE CENTER OF THE CORNER STONE IN THE
 RK0115'THIRD COURSE OF STONE ABOVE THE WATER TABLE.
 RK0115
 RK0115                          STATION RECOVERY (1985)
 RK0115
 RK0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0115'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0115'MARQUETTE, AT THE INTERSECTION OF MAIN STREET AND LAKE SHORE
 RK0115'BOULEVARD, A COPPER RIVET IN THE NORTH FACE OF THE STONE FOUNDATION AT
 RK0115'THE NORTHEAST CORNER OF THE JOHN WETING ARCHITECT OFFICE BUILDING,
 RK0115'11.1 M (36.4 FT) SOUTH OF THE CENTER OF THE STREET, 9.9 M (32.5 FT)
 RK0115'WEST OF THE CENTER OF THE BOULEVARD, AND 0.4 M (1.3 FT) WEST OF THE
 RK0115'NORTHEAST CORNER OF THE BUILDING.  NOTE--THE LETTERS USBM ARE
 RK0115'INSCRIBED IN THE STONE.  THE POINT LEVELED IS A HOLE IN THE CENTER OF
 RK0115'THE RIVET.
 RK0115'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 RK0115
 RK0115                          STATION RECOVERY (1990)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (1991)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (2000)
 RK0115
 RK0115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0115'LOCATED 1 BLOCK SOUTH AND 2 BLOCKS EAST OF THE POST OFFICE AT 120 EAST
 RK0115'MAIN STREET, AT THE INTERSECTION WITH LAKE SHORE BLVD. IN A STONE AND
 RK0115'MASONARY BUILDING. THE RIVET IS 1/4 INCH IN DIAMETER.
 RK0115
 RK0115                          STATION RECOVERY (2001)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0115'OLD STONE BUILDING HAS ADDRESS OF 120 E MAIN STREET, MARQUETTE , MI.
 RK0115
 RK0115                          STATION RECOVERY (2004)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (2006)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (2018)
 RK0115
 RK0115'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 RK0115'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0418 ***********************************************************************
 RK0418  DESIGNATION -  909 9016 GAGE USLS
 RK0418  PID         -  RK0418
 RK0418  STATE/COUNTY-  MI/MARQUETTE
 RK0418  COUNTRY     -  US
 RK0418  USGS QUAD   -  MARQUETTE (2017)
 RK0418
 RK0418                         *CURRENT SURVEY CONTROL
 RK0418  ______________________________________________________________________
 RK0418* NAD 83(1986) POSITION- 46 32 28.6    (N) 087 23 26.4    (W)   HD_HELD2
 RK0418* NAVD 88 ORTHO HEIGHT -   185.000 (meters)      606.95  (feet) ADJUSTED
 RK0418  ______________________________________________________________________
 RK0418  GEOID HEIGHT    -        -34.748 (meters)                     GEOID18
 RK0418  DYNAMIC HEIGHT  -        185.016 (meters)      607.01  (feet) COMP
 RK0418  MODELED GRAVITY -    980,699.0   (mgal)                       NAVD 88
 RK0418
 RK0418  VERT ORDER      -  FIRST     CLASS 0
 RK0418
 RK0418.The horizontal coordinates were established by autonomous hand held GPS
 RK0418.observations and have an estimated accuracy of +/- 10 meters.
 RK0418
 RK0418.The orthometric height was determined by differential leveling and
 RK0418.adjusted by the NATIONAL GEODETIC SURVEY
 RK0418.in June 1991.
 RK0418
 RK0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0418.GEOID18 height accuracy estimate available here.
 RK0418
 RK0418.Click photographs - Photos may exist for this station.
 RK0418
 RK0418.The dynamic height is computed by dividing the NAVD 88
 RK0418.geopotential number by the normal gravity value computed on the
 RK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0418.degrees latitude (g = 980.6199 gals.).
 RK0418
 RK0418.The modeled gravity was interpolated from observed gravity values.
 RK0418
 RK0418;                    North         East    Units  Estimated Accuracy
 RK0418;SPC MI N     -   195,460.    7,970,037.      MT  (+/- 10 meters HH2 GPS)
 RK0418
 RK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7004654264(NAD 83)
 RK0418
 RK0418                          SUPERSEDED SURVEY CONTROL
 RK0418
 RK0418.No superseded survey control is available for this station.
 RK0418
 RK0418_MARKER: Q = CHISELED SQUARE
 RK0418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0418_SP_SET: CONCRETE
 RK0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0418
 RK0418  HISTORY     - Date     Condition        Report By
 RK0418  HISTORY     - 1931     MONUMENTED       USLS
 RK0418  HISTORY     - 1975     GOOD             NOS
 RK0418  HISTORY     - 1985     GOOD             NGS
 RK0418  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0418  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0418
 RK0418                          STATION DESCRIPTION
 RK0418
 RK0418'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0418'IN MARQUETTE.
 RK0418'AT MARQUETTE ON THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, NEAR
 RK0418'THE LAKE SURVEY GAGE, ON NORTH SIDE OF THE DOCK, ON SHORE END OF THE
 RK0418'CONCRETE SECTION, 0.4 FT. FROM JUNCTION WITH THE WOOD SECTION, 5.0 FT.
 RK0418'FROM THE NORTH FACE.
 RK0418
 RK0418                          STATION RECOVERY (1985)
 RK0418
 RK0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0418'RECOVERED IN GOOD CONDITION.
 RK0418
 RK0418                          STATION RECOVERY (1990)
 RK0418
 RK0418'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0418'MARK NOT FOUND.
 RK0418
 RK0418                          STATION RECOVERY (2000)
 RK0418
 RK0418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0418'ACCESS TO THE SITE IS RESTRICTED, HAZARDOUS AREA.  THE ORE DOCK WILL
 RK0418'BE DISMANTLED IN THE FUTURE, IT IS NO LONGER IN SERVICE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0419 ***********************************************************************
 RK0419  DESIGNATION -  909 9016 RIVET USLS
 RK0419  PID         -  RK0419
 RK0419  STATE/COUNTY-  MI/MARQUETTE
 RK0419  COUNTRY     -  US
 RK0419  USGS QUAD   -  MARQUETTE (2017)
 RK0419
 RK0419                         *CURRENT SURVEY CONTROL
 RK0419  ______________________________________________________________________
 RK0419* NAD 83(1986) POSITION- 46 32 30.     (N) 087 23 31.     (W)   SCALED
 RK0419* NAVD 88 ORTHO HEIGHT -   190.347 (meters)      624.50  (feet) ADJUSTED
 RK0419  ______________________________________________________________________
 RK0419  GEOID HEIGHT    -        -34.745 (meters)                     GEOID18
 RK0419  DYNAMIC HEIGHT  -        190.364 (meters)      624.55  (feet) COMP
 RK0419  MODELED GRAVITY -    980,699.0   (mgal)                       NAVD 88
 RK0419
 RK0419  VERT ORDER      -  FIRST     CLASS 0
 RK0419
 RK0419.The horizontal coordinates were scaled from a map and have
 RK0419.an estimated accuracy of +/- 6 seconds.
 RK0419
 RK0419.The orthometric height was determined by differential leveling and
 RK0419.adjusted by the NATIONAL GEODETIC SURVEY
 RK0419.in June 1991.
 RK0419
 RK0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0419.GEOID18 height accuracy estimate available here.
 RK0419
 RK0419.Click photographs - Photos may exist for this station.
 RK0419
 RK0419.The dynamic height is computed by dividing the NAVD 88
 RK0419.geopotential number by the normal gravity value computed on the
 RK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0419.degrees latitude (g = 980.6199 gals.).
 RK0419
 RK0419.The modeled gravity was interpolated from observed gravity values.
 RK0419
 RK0419;                    North         East    Units  Estimated Accuracy
 RK0419;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0419
 RK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0419
 RK0419                          SUPERSEDED SURVEY CONTROL
 RK0419
 RK0419.No superseded survey control is available for this station.
 RK0419
 RK0419_MARKER: R = RIVET
 RK0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0419_SP_SET: BRIDGE
 RK0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0419
 RK0419  HISTORY     - Date     Condition        Report By
 RK0419  HISTORY     - 1932     MONUMENTED       USLS
 RK0419  HISTORY     - 1975     GOOD             NOS
 RK0419  HISTORY     - 1990     GOOD             USPSQD
 RK0419  HISTORY     - 19910611 GOOD             USPSQD
 RK0419  HISTORY     - 19960823 GOOD             USPSQD
 RK0419  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0419
 RK0419                          STATION DESCRIPTION
 RK0419
 RK0419'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0419'IN MARQUETTE.
 RK0419'AT MARQUETTE ON THE WEST SIDE OF LAKE STREET, ON TRESTLE APPROACH TO
 RK0419'THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, ON NORTH LEG OF STEEL
 RK0419'BENT JUST WEST OF THE STREET, AT NORTHEAST CORNER OF THE LEG.
 RK0419
 RK0419                          STATION RECOVERY (1990)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (1991)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (1996)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (2000)
 RK0419
 RK0419'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0419'THE RAILROAD BRIDGE WAS DISMANTLED IN 1999. ASSUME DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0417 ***********************************************************************
 RK0417  DESIGNATION -  909 9016 STAIRS USLS
 RK0417  PID         -  RK0417
 RK0417  STATE/COUNTY-  MI/MARQUETTE
 RK0417  COUNTRY     -  US
 RK0417  USGS QUAD   -  MARQUETTE (2017)
 RK0417
 RK0417                         *CURRENT SURVEY CONTROL
 RK0417  ______________________________________________________________________
 RK0417* NAD 83(1986) POSITION- 46 32 30.     (N) 087 23 31.     (W)   SCALED
 RK0417* NAVD 88 ORTHO HEIGHT -   186.118 (meters)      610.62  (feet) ADJUSTED
 RK0417  ______________________________________________________________________
 RK0417  GEOID HEIGHT    -        -34.745 (meters)                     GEOID18
 RK0417  DYNAMIC HEIGHT  -        186.135 (meters)      610.68  (feet) COMP
 RK0417  MODELED GRAVITY -    980,699.0   (mgal)                       NAVD 88
 RK0417
 RK0417  VERT ORDER      -  FIRST     CLASS 0
 RK0417
 RK0417.The horizontal coordinates were scaled from a map and have
 RK0417.an estimated accuracy of +/- 6 seconds.
 RK0417
 RK0417.The orthometric height was determined by differential leveling and
 RK0417.adjusted by the NATIONAL GEODETIC SURVEY
 RK0417.in June 1991.
 RK0417
 RK0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0417.GEOID18 height accuracy estimate available here.
 RK0417
 RK0417.Click photographs - Photos may exist for this station.
 RK0417
 RK0417.The dynamic height is computed by dividing the NAVD 88
 RK0417.geopotential number by the normal gravity value computed on the
 RK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0417.degrees latitude (g = 980.6199 gals.).
 RK0417
 RK0417.The modeled gravity was interpolated from observed gravity values.
 RK0417
 RK0417;                    North         East    Units  Estimated Accuracy
 RK0417;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0417
 RK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0417
 RK0417                          SUPERSEDED SURVEY CONTROL
 RK0417
 RK0417.No superseded survey control is available for this station.
 RK0417
 RK0417_MARKER: I = METAL ROD
 RK0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0417_PROJECTION: FLUSH
 RK0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0417_ROD/PIPE-DEPTH: 3.05 meters
 RK0417
 RK0417  HISTORY     - Date     Condition        Report By
 RK0417  HISTORY     - 1957     MONUMENTED       USLS
 RK0417  HISTORY     - 1975     GOOD             NOS
 RK0417  HISTORY     - 1985     GOOD             NGS
 RK0417  HISTORY     - 1990     GOOD             USPSQD
 RK0417  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0417  HISTORY     - 20010917 MARK NOT FOUND   USPSQD
 RK0417
 RK0417                          STATION DESCRIPTION
 RK0417
 RK0417'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0417'IN MARQUETTE.
 RK0417'AT MARQUETTE, ON EAST SIDE OF SOUTH LAKE STREET, JUST SOUTH OF TRESTLE
 RK0417'APPROACH TO THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, ABOUT 130
 RK0417'FT. SOUTH EAST OF SHORE END OF WOODEN SECTION OF THE TRESTLE, JUST
 RK0417'WEST OF STAIRWAY LEADING TO TOP OF THE TRESTLE, 10.3 FT. FROM THE
 RK0417'NORTHWEST CORNER AND 9.7 FT. FROM THE SOUTHWEST CORNER OF THE STAIRWAY
 RK0417'2.8 FT. WEST OF END OF A 12 BY 12 INCH BEAM WITH LETTERS BM CUT IN END
 RK0417'GRAIN, ONE HALF FT. BELOW THE GROUND SURFACE.
 RK0417
 RK0417                          STATION RECOVERY (1985)
 RK0417
 RK0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0417'RECOVERED IN GOOD CONDITION.
 RK0417
 RK0417                          STATION RECOVERY (1990)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0417'RECOVERED IN GOOD CONDITION.
 RK0417
 RK0417                          STATION RECOVERY (1996)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0417'MARK NOT FOUND.
 RK0417
 RK0417                          STATION RECOVERY (2001)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0417'WOODEN TRESTLE APPROACH AND STAIRS TO ORE DOCK HAVE BEEN DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0113 ***********************************************************************
 RK0113  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RK0113  DESIGNATION -  909 9018 11
 RK0113  PID         -  RK0113
 RK0113  STATE/COUNTY-  MI/MARQUETTE
 RK0113  COUNTRY     -  US
 RK0113  USGS QUAD   -  MARQUETTE (2017)
 RK0113
 RK0113                         *CURRENT SURVEY CONTROL
 RK0113  ______________________________________________________________________
 RK0113* NAD 83(1986) POSITION- 46 32 43.4    (N) 087 22 46.4    (W)   HD_HELD2
 RK0113* NAVD 88 ORTHO HEIGHT -   188.940 (meters)      619.88  (feet) ADJUSTED
 RK0113  ______________________________________________________________________
 RK0113  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 RK0113  DYNAMIC HEIGHT  -        188.957 (meters)      619.94  (feet) COMP
 RK0113  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 RK0113
 RK0113  VERT ORDER      -  FIRST     CLASS 0
 RK0113
 RK0113.The horizontal coordinates were established by autonomous hand held GPS
 RK0113.observations and have an estimated accuracy of +/- 10 meters.
 RK0113
 RK0113.The orthometric height was determined by differential leveling and
 RK0113.adjusted by the NATIONAL GEODETIC SURVEY
 RK0113.in June 1991.
 RK0113
 RK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0113.GEOID18 height accuracy estimate available here.
 RK0113
 RK0113.This Water Level Mark is designated as VM 13367
 RK0113.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RK0113
 RK0113.Click photographs - Photos may exist for this station.
 RK0113
 RK0113.The dynamic height is computed by dividing the NAVD 88
 RK0113.geopotential number by the normal gravity value computed on the
 RK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0113.degrees latitude (g = 980.6199 gals.).
 RK0113
 RK0113.The modeled gravity was interpolated from observed gravity values.
 RK0113
 RK0113;                    North         East    Units  Estimated Accuracy
 RK0113;SPC MI N     -   195,913.    7,970,891.      MT  (+/- 10 meters HH2 GPS)
 RK0113
 RK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7090054716(NAD 83)
 RK0113
 RK0113                          SUPERSEDED SURVEY CONTROL
 RK0113
 RK0113  NGVD 29 (??/??/92)  188.905  (m)          619.77   (f) ADJ UNCH    1 0
 RK0113
 RK0113.Superseded values are not recommended for survey control.
 RK0113
 RK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0113.See file dsdata.pdf to determine how the superseded data were derived.
 RK0113
 RK0113_MARKER: Q = CHISELED SQUARE
 RK0113_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RK0113_SP_SET: WATER TABLE FOUNDATION ON ROCK
 RK0113_STAMPING: U.S.B.M. NO. 11
 RK0113_MARK LOGO: NONE
 RK0113_PROJECTION: FLUSH
 RK0113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0113+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2022
 RK0113
 RK0113  HISTORY     - Date     Condition        Report By
 RK0113  HISTORY     - 1894     MONUMENTED       USLS
 RK0113  HISTORY     - 1948     GOOD             CGS
 RK0113  HISTORY     - 1975     GOOD             NOS
 RK0113  HISTORY     - 1990     GOOD             USPSQD
 RK0113  HISTORY     - 19910611 GOOD             USPSQD
 RK0113  HISTORY     - 19940912 GOOD             NOS
 RK0113  HISTORY     - 19950904 GOOD             NOS
 RK0113  HISTORY     - 20010917 GOOD             USPSQD
 RK0113  HISTORY     - 20031010 GOOD             USPSQD
 RK0113  HISTORY     - 20060724 GOOD             USPSQD
 RK0113  HISTORY     - 20150801 GOOD             NOS
 RK0113  HISTORY     - 20180716 GOOD             NOS
 RK0113  HISTORY     - 20220723 GOOD             CO-OPS
 RK0113
 RK0113                          STATION DESCRIPTION
 RK0113
 RK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0113'AT MARQUETTE.
 RK0113'AT MARQUETTE, AT THE CITY WATER WORKS BUILDING, A CHISELED OUTLINE
 RK0113'SQUARE IN THE TOP OF THE WATER TABLE AT THE SOUTHWEST CORNER OF THE
 RK0113'WATER WORKS BUILDING, 3.3 FEET ABOVE THE GROUND, 0.8 FOOT EAST OF
 RK0113'THE SOUTHWEST CORNER OF THE BUILDING.  INSCRIBED IN STONE U S B M
 RK0113'NO 11.  NOTE-- THIS MARK AND BUILDING SEEM TO BE IN PERFECT
 RK0113'CONDITION AND IT WOULD SEEM IMPROBABLE THAT THE MARK HAS MOVED.
 RK0113'THE MARK IS SO LOCATED THAT A ROD CANNOT BE HELD ON IT PROPERLY.
 RK0113'NO DIFFICULTY SHOULD BE ENCOUNTERED WHEN OBSERVING ON THE MARK IF
 RK0113'A TAPE IS USED.
 RK0113
 RK0113                          STATION RECOVERY (1975)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0113'AT MARQUETTE A CHISELED OUTLINE SQUARE IN THE TOP OF THE WATER
 RK0113'TABLE AT THE SOUTHWEST CORNER OF THE WATER WORKS BUILDING, 3.3 FT.
 RK0113'ABOVE THE GROUND, 0.8 FT. EAST OF THE SOUTHWEST CORNER OF THE
 RK0113'BUILDING.
 RK0113
 RK0113                          STATION RECOVERY (1990)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (1991)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (1994)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0113'RECOVERED AS DESCRIBED.
 RK0113
 RK0113                          STATION RECOVERY (1995)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0113'RECOVERED IN GOOD CONDITION.  NOTE--OLD WATER BUILDING IS NOW A
 RK0113'MUSEUM.
 RK0113
 RK0113                          STATION RECOVERY (2001)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (2003)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (2006)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (2015)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 RK0113'RECOVERED AS DESCRIBED.
 RK0113
 RK0113                          STATION RECOVERY (2018)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RK0113'RECOVERED AS DESCRIBED.
 RK0113
 RK0113                          STATION RECOVERY (2022)
 RK0113
 RK0113'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113'
 RK0113'NOTE-THE MARK IS ON THE MARQUETTE MARITIME MUSEUM LOCATED AT 300 LAKE
 RK0113'SHORE BOULEVARD IN MARQUETTE, MI 49855.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0451 ***********************************************************************
 RK0451  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RK0451  DESIGNATION -  909 9018 BM
 RK0451  PID         -  RK0451
 RK0451  STATE/COUNTY-  MI/MARQUETTE
 RK0451  COUNTRY     -  US
 RK0451  USGS QUAD   -  MARQUETTE (2017)
 RK0451
 RK0451                         *CURRENT SURVEY CONTROL
 RK0451  ______________________________________________________________________
 RK0451* NAD 83(1986) POSITION- 46 32 43.96   (N) 087 22 43.44   (W)   HD_HELD1
 RK0451* NAVD 88 ORTHO HEIGHT -   186.455 (meters)      611.73  (feet) ADJUSTED
 RK0451  ______________________________________________________________________
 RK0451  GEOID HEIGHT    -        -34.802 (meters)                     GEOID18
 RK0451  DYNAMIC HEIGHT  -        186.473 (meters)      611.79  (feet) COMP
 RK0451  MODELED GRAVITY -    980,703.6   (mgal)                       NAVD 88
 RK0451
 RK0451  VERT ORDER      -  FIRST     CLASS II
 RK0451
 RK0451.The horizontal coordinates were determined by differentially corrected
 RK0451.hand held GPS observations or other comparable positioning techniques
 RK0451.and have an estimated accuracy of +/- 3 meters.
 RK0451
 RK0451.The orthometric height was determined by differential leveling and
 RK0451.adjusted by the NATIONAL GEODETIC SURVEY
 RK0451.in June 1991.
 RK0451
 RK0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0451.GEOID18 height accuracy estimate available here.
 RK0451
 RK0451.This Water Level Mark is designated as VM 13372
 RK0451.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RK0451
 RK0451.Click photographs - Photos may exist for this station.
 RK0451
 RK0451.The dynamic height is computed by dividing the NAVD 88
 RK0451.geopotential number by the normal gravity value computed on the
 RK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0451.degrees latitude (g = 980.6199 gals.).
 RK0451
 RK0451.The modeled gravity was interpolated from observed gravity values.
 RK0451
 RK0451;                    North         East    Units  Estimated Accuracy
 RK0451;SPC MI N     -   195,929.9   7,970,954.4     MT  (+/- 3 meters HH1 GPS) 
 RK0451
 RK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7096354733(NAD 83)
 RK0451
 RK0451                          SUPERSEDED SURVEY CONTROL
 RK0451
 RK0451.No superseded survey control is available for this station.
 RK0451
 RK0451_MARKER: DB = BENCH MARK DISK
 RK0451_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0451+WITH SETTING: PAVEMENT
 RK0451_SP_SET: BUILDING FOUNDATION
 RK0451_MARK LOGO: NOS
 RK0451_PROJECTION: FLUSH
 RK0451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0451+STABILITY: SURFACE MOTION
 RK0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0451+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2022
 RK0451
 RK0451  HISTORY     - Date     Condition        Report By
 RK0451  HISTORY     - 1979     MONUMENTED       NOS
 RK0451  HISTORY     - 1985     GOOD             NGS
 RK0451  HISTORY     - 1990     GOOD             USPSQD
 RK0451  HISTORY     - 19910611 GOOD             USPSQD
 RK0451  HISTORY     - 19940912 GOOD             NOS
 RK0451  HISTORY     - 19950904 GOOD             NOS
 RK0451  HISTORY     - 20010917 GOOD             USPSQD
 RK0451  HISTORY     - 20031010 GOOD             USPSQD
 RK0451  HISTORY     - 20060724 GOOD             USPSQD
 RK0451  HISTORY     - 20150801 GOOD             NOS
 RK0451  HISTORY     - 20180716 GOOD             NOS
 RK0451  HISTORY     - 20220723 GOOD             CO-OPS
 RK0451
 RK0451                          STATION DESCRIPTION
 RK0451
 RK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0451'IN MARQUETTE.
 RK0451'IN MARQUETTE, AT 1 COAST GUARD ROAD, IN THE SOUTHWEST CORNER OF THE
 RK0451'WATER LEVEL GAGE BUILDING, 91.3 M (299.5 FT) SOUTH OF THE SOUTHWEST
 RK0451'CORNER OF THE COAST GUARD OFFICE BUILDING, 11.3 M (37.1 FT) EAST OF
 RK0451'THE CENTER OF THE ROAD, AND 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST
 RK0451'CORNER OF THE BUILDING. NOTE--THE DISK IS UNSTAMPED.
 RK0451'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 RK0451
 RK0451                          STATION RECOVERY (1990)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (1991)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (1994)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0451'RECOVERED IN GOOD CONDITION.  ADD--THE CONCRETE PAD WHICH CONTAINS THE
 RK0451'MARK IS CRACKING AWAY FROM BUILDING.  POINT LEVELED TO THE HIGHEST
 RK0451'POINT OF DISK, NOT OVER CENTER.
 RK0451
 RK0451                          STATION RECOVERY (1995)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0451'RECOVERED AS DESCRIBED.
 RK0451
 RK0451                          STATION RECOVERY (2001)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (2003)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (2006)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (2015)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 RK0451'RECOVERED AS DESCRIBED.
 RK0451
 RK0451                          STATION RECOVERY (2018)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RK0451'RECOVERED AS DESCRIBED.
 RK0451
 RK0451                          STATION RECOVERY (2022)
 RK0451
 RK0451'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RK0451'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0450 ***********************************************************************
 RK0450  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RK0450  DESIGNATION -  909 9018 J
 RK0450  PID         -  RK0450
 RK0450  STATE/COUNTY-  MI/MARQUETTE
 RK0450  COUNTRY     -  US
 RK0450  USGS QUAD   -  MARQUETTE (2017)
 RK0450
 RK0450                         *CURRENT SURVEY CONTROL
 RK0450  ______________________________________________________________________
 RK0450* NAD 83(1986) POSITION- 46 32 44.     (N) 087 22 48.     (W)   SCALED
 RK0450* NAVD 88 ORTHO HEIGHT -   188.555 (meters)      618.62  (feet) ADJUSTED
 RK0450  ______________________________________________________________________
 RK0450  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 RK0450  DYNAMIC HEIGHT  -        188.573 (meters)      618.68  (feet) COMP
 RK0450  MODELED GRAVITY -    980,703.2   (mgal)                       NAVD 88
 RK0450
 RK0450  VERT ORDER      -  SECOND    CLASS I
 RK0450
 RK0450.The horizontal coordinates were scaled from a map and have
 RK0450.an estimated accuracy of +/- 6 seconds.
 RK0450
 RK0450.The orthometric height was determined by differential leveling and
 RK0450.adjusted by the NATIONAL GEODETIC SURVEY
 RK0450.in July 1999.
 RK0450
 RK0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0450.GEOID18 height accuracy estimate available here.
 RK0450
 RK0450.This Water Level Mark is designated as VM 13369
 RK0450.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RK0450
 RK0450.Click photographs - Photos may exist for this station.
 RK0450
 RK0450.The dynamic height is computed by dividing the NAVD 88
 RK0450.geopotential number by the normal gravity value computed on the
 RK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0450.degrees latitude (g = 980.6199 gals.).
 RK0450
 RK0450.The modeled gravity was interpolated from observed gravity values.
 RK0450
 RK0450;                    North         East    Units  Estimated Accuracy
 RK0450;SPC MI N     -   195,930.    7,970,860.      MT  (+/- 180 meters Scaled)
 RK0450
 RK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708547(NAD 83)
 RK0450
 RK0450                          SUPERSEDED SURVEY CONTROL
 RK0450
 RK0450  NAVD 88 (06/15/91)  188.559  (m)          618.63   (f) SUPERSEDED  1 2
 RK0450
 RK0450.Superseded values are not recommended for survey control.
 RK0450
 RK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0450.See file dsdata.pdf to determine how the superseded data were derived.
 RK0450
 RK0450_MARKER: DD = SURVEY DISK
 RK0450_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0450+WITH SETTING: PAVEMENT
 RK0450_SP_SET: PAD
 RK0450_STAMPING: 9018 J 1981
 RK0450_MARK LOGO: NOS
 RK0450_PROJECTION: FLUSH
 RK0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0450+STABILITY: SURFACE MOTION
 RK0450
 RK0450  HISTORY     - Date     Condition        Report By
 RK0450  HISTORY     - 1981     MONUMENTED       NOS
 RK0450  HISTORY     - 1985     GOOD             NGS
 RK0450  HISTORY     - 1990     GOOD             USPSQD
 RK0450  HISTORY     - 19940912 GOOD             NOS
 RK0450  HISTORY     - 19950904 GOOD             NOS
 RK0450  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0450  HISTORY     - 20010917 MARK NOT FOUND   USPSQD
 RK0450
 RK0450                          STATION DESCRIPTION
 RK0450
 RK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0450'IN MARQUETTE.
 RK0450'IN MARQUETTE, AT THE INTERSECTION OF LAKE SHORE BOULEVARD AND ARCH
 RK0450'STREET, IN THE SOUTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE PAD
 RK0450'SUPPORTING TWO TRANSFORMERS AT THE SOUTHEAST CORNER OF THE MARQUETTE
 RK0450'CITY WATER PUMPING STATION, 42.9 M (140.7 FT) EAST OF THE CENTERLINE
 RK0450'OF THE BOULEVARD, 34.8 M (114.2 FT) SOUTH OF THE CENTER OF THE STREET,
 RK0450'AND 3.6 M (11.8 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RK0450'BUILDING.
 RK0450'THE MARK IS 0.3 M ABOVE A DRIVEWAY.
 RK0450
 RK0450                          STATION RECOVERY (1990)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0450'RECOVERED IN GOOD CONDITION.
 RK0450
 RK0450                          STATION RECOVERY (1994)
 RK0450
 RK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0450'RECOVERED AS DESCRIBED.
 RK0450
 RK0450                          STATION RECOVERY (1995)
 RK0450
 RK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0450'RECOVERED AS DESCRIBED.
 RK0450
 RK0450                          STATION RECOVERY (1996)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0450'MARK NOT FOUND.
 RK0450
 RK0450                          STATION RECOVERY (2001)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0450'WATERWORKS BUILDING HAS UNDERGONE EXTENSIVE NEW CONSTRUCTION AND
 RK0450'RENOVATIONS IN 1996.  CONCRETE PAD WITH TRANSFORMERS NOT EVIDENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7272 ***********************************************************************
 AH7272  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH7272  DESIGNATION -  909 9018 K
 AH7272  PID         -  AH7272
 AH7272  STATE/COUNTY-  MI/MARQUETTE
 AH7272  COUNTRY     -  US
 AH7272  USGS QUAD   -  MARQUETTE (2017)
 AH7272
 AH7272                         *CURRENT SURVEY CONTROL
 AH7272  ______________________________________________________________________
 AH7272* NAD 83(2011) POSITION- 46 32 47.68657(N) 087 22 43.14515(W)   ADJUSTED
 AH7272* NAD 83(2011) ELLIP HT-   153.111 (meters)        (06/27/12)   ADJUSTED
 AH7272* NAD 83(2011) EPOCH   -  2010.00
 AH7272* NAVD 88 ORTHO HEIGHT -   187.936 (meters)      616.59  (feet) ADJUSTED
 AH7272  ______________________________________________________________________
 AH7272  GEOID HEIGHT    -        -34.806 (meters)                     GEOID18
 AH7272  NAD 83(2011) X  -    200,984.296 (meters)                     COMP
 AH7272  NAD 83(2011) Y  - -4,389,922.148 (meters)                     COMP
 AH7272  NAD 83(2011) Z  -  4,607,354.224 (meters)                     COMP
 AH7272  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC18
 AH7272  DYNAMIC HEIGHT  -        187.953 (meters)      616.64  (feet) COMP
 AH7272  MODELED GRAVITY -    980,703.6   (mgal)                       NAVD 88
 AH7272
 AH7272  VERT ORDER      -  SECOND    CLASS I
 AH7272
 AH7272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7272  Standards:
 AH7272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7272  -------------------------------------------------------------------
 AH7272  NETWORK    0.29   0.57           0.13   0.10   0.29      0.00721162
 AH7272  -------------------------------------------------------------------
 AH7272  Click here for local accuracies and other accuracy information.
 AH7272
 AH7272.The horizontal coordinates were established by GPS observations
 AH7272.and adjusted by the National Geodetic Survey in June 2012.
 AH7272
 AH7272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7272.been affixed to the stable North American tectonic plate. See 
 AH7272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7272
 AH7272.The horizontal coordinates are valid at the epoch date displayed above
 AH7272.which is a decimal equivalence of Year/Month/Day.
 AH7272
 AH7272.The orthometric height was determined by differential leveling and
 AH7272.adjusted by the NATIONAL GEODETIC SURVEY
 AH7272.in February 2020.
 AH7272
 AH7272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7272.GEOID18 height accuracy estimate available here.
 AH7272
 AH7272.This Water Level Mark is designated as VM 17799
 AH7272.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH7272
 AH7272.Click photographs - Photos may exist for this station.
 AH7272
 AH7272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7272
 AH7272.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7272
 AH7272.The ellipsoidal height was determined by GPS observations
 AH7272.and is referenced to NAD 83.
 AH7272
 AH7272.The dynamic height is computed by dividing the NAVD 88
 AH7272.geopotential number by the normal gravity value computed on the
 AH7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7272.degrees latitude (g = 980.6199 gals.).
 AH7272
 AH7272.The modeled gravity was interpolated from observed gravity values.
 AH7272
 AH7272. The following values were computed from the NAD 83(2011) position.
 AH7272
 AH7272;                    North         East     Units Scale Factor Converg.
 AH7272;SPC MI N     -   196,044.944 7,970,961.196   MT  0.99991321   -0 16 25.3
 AH7272;SPC MI N     -   643,192.07 26,151,447.49   iFT  0.99991321   -0 16 25.3
 AH7272;UTM  16      - 5,154,848.786   470,970.193   MT  0.99961036   -0 16 29.6
 AH7272
 AH7272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7272!SPC MI N     -   0.99997600  x   0.99991321  =   0.99988921
 AH7272!UTM  16      -   0.99997600  x   0.99961036  =   0.99958637
 AH7272
 AH7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7097054848(NAD 83)
 AH7272
 AH7272|---------------------------------------------------------------------|
 AH7272| PID    Reference Object                     Distance      Geod. Az  |
 AH7272|                                                           dddmmss.s |
 AH7272| DG9743 MARQUETTE CORS ARP                  115.666 METERS 18123     |
 AH7272|---------------------------------------------------------------------|
 AH7272
 AH7272                          SUPERSEDED SURVEY CONTROL
 AH7272
 AH7272  NAD 83(2007)-  46 32 47.68682(N)    087 22 43.14624(W) AD(2002.00) 0
 AH7272  ELLIP H (02/10/07)  153.107  (m)                       GP(2002.00)    
 AH7272  ELLIP H (07/12/02)  153.118  (m)                       GP(       ) 3 2
 AH7272  NAD 83(1997)-  46 32 47.68707(N)    087 22 43.14677(W) AD(       ) A
 AH7272  ELLIP H (05/25/99)  153.111  (m)                       GP(       ) 3 1
 AH7272  NAVD 88             187.94   (m)          616.6    (f) LEVELING    3  
 AH7272  NAVD 88 (10/08/99)  187.934  (m)          616.58   (f) SUPERSEDED  2 1
 AH7272  NAVD 88 (05/25/99)  187.9    (m)  GEOID96  model used  GPS OBS        
 AH7272
 AH7272.Superseded values are not recommended for survey control.
 AH7272
 AH7272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7272.See file dsdata.pdf to determine how the superseded data were derived.
 AH7272
 AH7272_MARKER: DJ = TIDAL STATION DISK
 AH7272_SETTING: 66 = SET IN ROCK OUTCROP
 AH7272_STAMPING: 9018 K 1995
 AH7272_MARK LOGO: NOS
 AH7272_PROJECTION: FLUSH
 AH7272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7272+STABILITY: POSITION/ELEVATION WELL
 AH7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7272+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 AH7272
 AH7272  HISTORY     - Date     Condition        Report By
 AH7272  HISTORY     - 1995     MONUMENTED       NOS
 AH7272  HISTORY     - 19970602 GOOD             NGS
 AH7272  HISTORY     - 20010611 GOOD             MIDT
 AH7272  HISTORY     - 20040708 GOOD             COMPDA
 AH7272  HISTORY     - 2005     GOOD             NGS
 AH7272  HISTORY     - 20090908 GOOD             MIDT
 AH7272  HISTORY     - 20100716 GOOD             NGS
 AH7272  HISTORY     - 20150806 GOOD             NGS
 AH7272  HISTORY     - 20180716 GOOD             NOS
 AH7272  HISTORY     - 20220723 GOOD             CO-OPS
 AH7272  HISTORY     - 20220811 GOOD             NGS
 AH7272
 AH7272                          STATION DESCRIPTION
 AH7272
 AH7272'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AH7272'BM IS AT MARQUETTE, MARQUETTE COUNTY, MICHIGAN, IN A GRANITE
 AH7272'OUTCROPPING NEAR THE MARQUETTE COAST GUARD STATION, 36.9 M (121.1 FT)
 AH7272'WEST-NORTHWEST OF THE CENTERLINE OF THE COAST GUARD TOWER, 28.3 M
 AH7272'(92.8 FT) SOUTH OF SOUTHWEST CORNER OF COAST GUARD GARAGE, 13.8 M
 AH7272'(45.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.25 M (0.82 FT) NORTH
 AH7272'OF ORANGE FIBERGLASS WITNESS POST, 0.15 M (0.49 FT) ABOVE GROUND LEVEL
 AH7272'BEING HIGHEST PONT OF A STANDARD BRASS SURVEY DISK.
 AH7272
 AH7272                          STATION RECOVERY (1997)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH7272'THE STATION IS LOCATED IN MARQUETTE, MI., AT THE U.S.  COAST GUARD
 AH7272'STATION NEAR THE OLD LIGHTHOUSE.  NORTHEAST OF THE COAST GUARD OFFICE
 AH7272'BUILDINGS NORTHEAST CORNER, JUST EAST OF COAST GUARD ROAD, SET IN A
 AH7272'DRILL HOLE IN A 15X50-FOOT AREA OF OUTCROPPING BEDROCK.
 AH7272'OWNERSHIP--U.S.  COAST GUARD, 400 COAST GUARD ROAD, MARQUETTE, MI.
 AH7272'NOTE--CONTACT CHIEF DARRYL SANDVIG (24-HOURS) IN ADVANCE FOR ACCESS.
 AH7272'NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL GREAT LAKES DATUM
 AH7272'POINTS).  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 41,
 AH7272'BUSINESS HIGHWAY 41 AND STATE HIGHWAY 28 NEAR THE SOUTH EDGE OF
 AH7272'MARQUETTE, GO NORTHEAST, 0.4 KM (0.25 MI) ALONG BUSINESS 41 TO (E
 AH7272'BARAGA AVE) ON THE RIGHT.  TURN RIGHT, EAST, 0.04 KM (0.00 MI) TO
 AH7272'(LAKE SHORE 300 BLVD).  TURN LEFT, EASTERLY, 1.2 KM (0.75 MI) ALONG
 AH7272'THE BOULEVARD TO COAST GUARD ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 AH7272'THEN NORTHERLY, 0.08 KM (0.05 MI) ALONG THE ROAD TO THE COAST GUARD
 AH7272'OFFICE AND PARKING LOT ON THE RIGHT AND THE CONTACT IN THE OFFICE
 AH7272'BUILDING.  STATION IS 15.4 M (50.5 FT) NORTH-NORTHEAST OF THE
 AH7272'NORTHEAST CORNER OF THE OFFICE BUILDING/HOUSE, 11.4 M (37.4 FT) EAST
 AH7272'OF A CHAIN-LINK FENCE CORNER POST, 4.8 M (15.7 FT) WEST OF THE
 AH7272'OUTCROPS EAST END, 2.4 M (7.9 FT) NORTH OF THE SOUTH EDGE OF THE
 AH7272'OUTCROP, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE STATION IS
 AH7272'ABOUT 0.5 M (1.6 FT) ABOVE THE GROUND LEVEL AND FLUSH WITH THE ROCK
 AH7272'SURFACE.  BY R.G.  HAYES
 AH7272
 AH7272                          STATION RECOVERY (2001)
 AH7272
 AH7272'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AH7272'RECOVERED IN GOOD CONDITION.
 AH7272
 AH7272                          STATION RECOVERY (2004)
 AH7272
 AH7272'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 AH7272'RECOVERED IN GOOD CONDITION.
 AH7272
 AH7272                          STATION RECOVERY (2005)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AH7272'RECOVERED AS DESCRIBED.
 AH7272
 AH7272                          STATION RECOVERY (2009)
 AH7272
 AH7272'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (LEW)
 AH7272'STATION IS 50.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AH7272'FORMER COAST GUARD OFFICE BUILDING/HOUSE (2 STORY WOOD FRAME
 AH7272'STRUCTURE).  NOTE- THERE IS A NEW COAST GUARD OFFICE BUILDING, FARTHER
 AH7272'SOUTH.  THE CHAIN-LINK FENCE HAS BEEN REMOVED.
 AH7272'
 AH7272'TO REACH THE STATION FROM THE INTERSECTION OF LAKESHORE BLVD. AND ARCH
 AH7272'STREET, PROCEED EAST ON ARCH STREET ABOUT 250 FEET TO THE END OF THE
 AH7272'PAVEMENT, THEN FOLLOW THE GRAVEL PORTION NORTHEAST AROUND A CURVE TO A
 AH7272'12 FOOT WIDE PAVED PEDESTRIAN AND BICYCLE PATH (COAST GUARD ROAD), AND
 AH7272'TO STATION LOCATED ON RIGHT (EAST) SIDE OF PATH, 45.3 FEET
 AH7272'EAST OF CENTERLINE OF PATH, 92.8 FEET SOUTH OF SOUTHWEST CORNER OF
 AH7272'COAST GUARD GARAGE, SET IN BEDROCK OUTCROPPING AND 0.8' NORTH OF A 1.7
 AH7272'FOOT HIGH CARSONITE WITNESS POST.
 AH7272'
 AH7272'NOTE-  POST PROCESSED 5 HOUR STATIC SESSIONS PRODUCED INCONCLUSIVE
 AH7272'RESULTS AND THEREFORE THIS STATION IS NOT RECOMMENDED FOR GPS
 AH7272'OBSERVATIONS.  THERE IS A BOX ELDER TREE GROWING NEARBY, TO WEST.
 AH7272
 AH7272                          STATION RECOVERY (2010)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AH7272'RECOVERED AS DESCRIBED.
 AH7272
 AH7272                          STATION RECOVERY (2015)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AH7272'RECOVERED AS DESCRIBED.
 AH7272
 AH7272                          STATION RECOVERY (2018)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AH7272'RECOVERED AS DESCRIBED.
 AH7272
 AH7272                          STATION RECOVERY (2022)
 AH7272
 AH7272'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AH7272'RECOVERED AS DESCRIBED.
 AH7272
 AH7272                          STATION RECOVERY (2022)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AH7272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ4492 ***********************************************************************
 DQ4492  DESIGNATION -  909 9018 L
 DQ4492  PID         -  DQ4492
 DQ4492  STATE/COUNTY-  MI/MARQUETTE
 DQ4492  COUNTRY     -  US
 DQ4492  USGS QUAD   -  MARQUETTE (2017)
 DQ4492
 DQ4492                         *CURRENT SURVEY CONTROL
 DQ4492  ______________________________________________________________________
 DQ4492* NAD 83(2011) POSITION- 46 32 45.82323(N) 087 22 36.17055(W)   ADJUSTED
 DQ4492* NAD 83(2011) ELLIP HT-   151.785 (meters)        (12/02/25)   ADJUSTED
 DQ4492* NAD 83(2011) EPOCH   -  2010.00
 DQ4492* NAVD 88 ORTHO HEIGHT -   186.628 (meters)      612.30  (feet) ADJUSTED
 DQ4492  ______________________________________________________________________
 DQ4492  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 DQ4492  NAD 83(2011) X  -    201,134.606 (meters)                     COMP
 DQ4492  NAD 83(2011) Y  - -4,389,956.163 (meters)                     COMP
 DQ4492  NAD 83(2011) Z  -  4,607,313.688 (meters)                     COMP
 DQ4492  LAPLACE CORR    -         -9.00  (seconds)                    DEFLEC18
 DQ4492  DYNAMIC HEIGHT  -        186.645 (meters)      612.35  (feet) COMP
 DQ4492  MODELED GRAVITY -    980,704.0   (mgal)                       NAVD 88
 DQ4492
 DQ4492  VERT ORDER      -  SECOND    CLASS I
 DQ4492
 DQ4492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4492  Standards:
 DQ4492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4492  -------------------------------------------------------------------
 DQ4492  NETWORK    0.48   0.84           0.22   0.16   0.43     -0.01573514
 DQ4492  -------------------------------------------------------------------
 DQ4492  Click here for local accuracies and other accuracy information.
 DQ4492
 DQ4492.The horizontal coordinates were established by GPS observations
 DQ4492.and adjusted by the National Geodetic Survey in December 2025.
 DQ4492
 DQ4492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4492.been affixed to the stable North American tectonic plate. See 
 DQ4492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4492
 DQ4492.The horizontal coordinates are valid at the epoch date displayed above
 DQ4492.which is a decimal equivalence of Year/Month/Day.
 DQ4492
 DQ4492.The orthometric height was determined by differential leveling and
 DQ4492.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4492.in February 2020.
 DQ4492
 DQ4492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4492.GEOID18 height accuracy estimate available here.
 DQ4492
 DQ4492.Click photographs - Photos may exist for this station.
 DQ4492
 DQ4492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4492
 DQ4492.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4492
 DQ4492.The ellipsoidal height was determined by GPS observations
 DQ4492.and is referenced to NAD 83.
 DQ4492
 DQ4492.The dynamic height is computed by dividing the NAVD 88
 DQ4492.geopotential number by the normal gravity value computed on the
 DQ4492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4492.degrees latitude (g = 980.6199 gals.).
 DQ4492
 DQ4492.The modeled gravity was interpolated from observed gravity values.
 DQ4492
 DQ4492. The following values were computed from the NAD 83(2011) position.
 DQ4492
 DQ4492;                    North         East     Units Scale Factor Converg.
 DQ4492;SPC MI N     -   195,986.705 7,971,109.500   MT  0.99991317   -0 16 20.2
 DQ4492;SPC MI N     -   643,001.00 26,151,934.06   iFT  0.99991317   -0 16 20.2
 DQ4492;UTM  16      - 5,154,790.562   471,118.451   MT  0.99961025   -0 16 24.5
 DQ4492
 DQ4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4492!SPC MI N     -   0.99997621  x   0.99991317  =   0.99988938
 DQ4492!UTM  16      -   0.99997621  x   0.99961025  =   0.99958647
 DQ4492
 DQ4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7111854790(NAD 83)
 DQ4492
 DQ4492                          SUPERSEDED SURVEY CONTROL
 DQ4492
 DQ4492.No superseded survey control is available for this station.
 DQ4492
 DQ4492_MARKER: DJ = TIDAL STATION DISK
 DQ4492_SETTING: 66 = SET IN ROCK OUTCROP
 DQ4492_STAMPING: 9018 L 1998
 DQ4492_MARK LOGO: NOS
 DQ4492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ4492+STABILITY: POSITION/ELEVATION WELL
 DQ4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4492+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DQ4492
 DQ4492  HISTORY     - Date     Condition        Report By
 DQ4492  HISTORY     - 1998     MONUMENTED       NOS
 DQ4492  HISTORY     - 20150801 GOOD             NOS
 DQ4492  HISTORY     - 20180716 GOOD             CO-OPS
 DQ4492  HISTORY     - 20220723 GOOD             CO-OPS
 DQ4492  HISTORY     - 20220811 GOOD             NGS
 DQ4492
 DQ4492                          STATION DESCRIPTION
 DQ4492
 DQ4492'DESCRIBED BY NATIONAL OCEAN SERVICE 2015 (LAS)
 DQ4492'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF SANDS, 3.7 MI
 DQ4492'(6.0 KM) NORTH-NORTHWEST OF HARVEY AND 0.9 MI (1.4 KM) EAST OF
 DQ4492'MARQUETTE.
 DQ4492'
 DQ4492'TO REACH FROM THE INTERSECTION OF WASHINGTON STREET AND LAKE SHORE
 DQ4492'BOULEVARD, PROCEED NORTH ON LAKE SHORE BOULEVARD FOR APPROXIMATELY
 DQ4492'0.72 KM (0.45 MI) TO THE INTERSECTION WITH COAST GUARD ROAD, THEN
 DQ4492'PROCEED EAST ON COAST GUARD ROAD FOR APPROXIMATELY 0.08 KM (0.05 MI)
 DQ4492'TO THE MARQUETTE COAST GUARD PROPERTY AND THE HISTORIC MARQUETTE
 DQ4492'LIGHTHOUSE, IS SET IN A LARGE AREA OF ROCK OUTCROPPING JUST SOUTHWEST
 DQ4492'OF THE SOUTHWEST CORNER OF THE LIGHTHOUSE AND ON THE SOUTH SIDE OF THE
 DQ4492'POINT OF LAND KNOWN AS LIGHTHOUSE POINT.
 DQ4492'
 DQ4492'IT IS 47.45 M (155.7 FT) SOUTH OF THE CENTER LINE OF THE STAIRS
 DQ4492'(PAINTED RED) LEADING UP TO THE LIGHTHOUSE, 33.85 M (111.1 FT)
 DQ4492'SOUTHWEST OF THE SOUTHWEST CONCRETE POST, MOST SOUTHWEST ONE OF FOUR
 DQ4492'OLD CONCRETE FOUNDATION POSTS, APPROXIMATELY 17.00 M (55.8 FT) WEST OF
 DQ4492'THE EAST EDGE OF THE ROCK POINT, APPROXIMATELY 16.50 M (54.1 FT) EAST
 DQ4492'OF THE WEST EDGE OF THE ROCK POINT, 12.90 M (42.3 FT) NORTH OF THE
 DQ4492'UPPER BEDROCK POINT.
 DQ4492'
 DQ4492'NOTE-BENCH MARK IS SET IN BEDROCK AND FLUSH WITH THE GROUND SURFACE.
 DQ4492
 DQ4492                          STATION RECOVERY (2018)
 DQ4492
 DQ4492'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 DQ4492'RECOVERED AS DESCRIBED.
 DQ4492
 DQ4492                          STATION RECOVERY (2022)
 DQ4492
 DQ4492'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DQ4492'RECOVERED AS DESCRIBED.
 DQ4492
 DQ4492                          STATION RECOVERY (2022)
 DQ4492
 DQ4492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ4492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0420 ***********************************************************************
 RK0420  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RK0420  DESIGNATION -  909 9018 LIGHTHOUSE N
 RK0420  PID         -  RK0420
 RK0420  STATE/COUNTY-  MI/MARQUETTE
 RK0420  COUNTRY     -  US
 RK0420  USGS QUAD   -  MARQUETTE (2017)
 RK0420
 RK0420                         *CURRENT SURVEY CONTROL
 RK0420  ______________________________________________________________________
 RK0420* NAD 83(1986) POSITION- 46 32 47.69   (N) 087 22 34.22   (W)   HD_HELD1
 RK0420* NAVD 88 ORTHO HEIGHT -   196.428 (meters)      644.45  (feet) ADJUSTED
 RK0420  ______________________________________________________________________
 RK0420  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 RK0420  DYNAMIC HEIGHT  -        196.446 (meters)      644.51  (feet) COMP
 RK0420  MODELED GRAVITY -    980,704.1   (mgal)                       NAVD 88
 RK0420
 RK0420  VERT ORDER      -  FIRST     CLASS 0
 RK0420
 RK0420.The horizontal coordinates were determined by differentially corrected
 RK0420.hand held GPS observations or other comparable positioning techniques
 RK0420.and have an estimated accuracy of +/- 3 meters.
 RK0420
 RK0420.The orthometric height was determined by differential leveling and
 RK0420.adjusted by the NATIONAL GEODETIC SURVEY
 RK0420.in June 1991.
 RK0420
 RK0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0420.GEOID18 height accuracy estimate available here.
 RK0420
 RK0420.This Water Level Mark is designated as VM 13371
 RK0420.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RK0420
 RK0420.Click photographs - Photos may exist for this station.
 RK0420
 RK0420.The dynamic height is computed by dividing the NAVD 88
 RK0420.geopotential number by the normal gravity value computed on the
 RK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0420.degrees latitude (g = 980.6199 gals.).
 RK0420
 RK0420.The modeled gravity was interpolated from observed gravity values.
 RK0420
 RK0420;                    North         East    Units  Estimated Accuracy
 RK0420;SPC MI N     -   196,044.1   7,971,151.3     MT  (+/- 3 meters HH1 GPS) 
 RK0420
 RK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7116054847(NAD 83)
 RK0420
 RK0420                          SUPERSEDED SURVEY CONTROL
 RK0420
 RK0420.No superseded survey control is available for this station.
 RK0420
 RK0420_MARKER: Z = SEE DESCRIPTION
 RK0420_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 RK0420_SP_SET: STONE DOORSILL FOUNDATION
 RK0420_MARK LOGO: NONE
 RK0420_PROJECTION: FLUSH
 RK0420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0420+STABILITY: POSITION/ELEVATION WELL
 RK0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0420+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2022
 RK0420
 RK0420  HISTORY     - Date     Condition        Report By
 RK0420  HISTORY     - 1936     MONUMENTED       USLS
 RK0420  HISTORY     - 1985     GOOD             NGS
 RK0420  HISTORY     - 1990     GOOD             USPSQD
 RK0420  HISTORY     - 19930809 GOOD             NOS
 RK0420  HISTORY     - 19950904 GOOD             NOS
 RK0420  HISTORY     - 20010331 GOOD             NGS
 RK0420  HISTORY     - 20150801 GOOD             NOS
 RK0420  HISTORY     - 20180716 GOOD             NOS
 RK0420  HISTORY     - 20220723 GOOD             CO-OPS
 RK0420
 RK0420                          STATION DESCRIPTION
 RK0420
 RK0420'DESCRIBED BY US LAKE SURVEY 1936
 RK0420'IN MARQUETTE.
 RK0420'AT MARQUETTE, ON THE POINT OF LAND NORTH AND EAST OF INNER END OF
 RK0420'THE BREAKWATER, ON THE LIGHTHOUSE, AT MAIN ENTRANCE TO THE LIGHT
 RK0420'TOWER, DIRECTLY UNDER NUMERALS 1866 CARVED IN STONE ABOVE THE DOORWAY,
 RK0420'AT NORTH END OF THE STONE DOORSILL AND THE HIGHEST POINT AT EXTREME
 RK0420'OTHER EDGE OF THE SILL.
 RK0420
 RK0420                          STATION RECOVERY (1985)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0420'RECOVERED IN GOOD CONDITION.
 RK0420
 RK0420                          STATION RECOVERY (1990)
 RK0420
 RK0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0420'RECOVERED IN GOOD CONDITION.
 RK0420
 RK0420                          STATION RECOVERY (1993)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 RK0420'AT MARQUETTE, ON THE POINT OF LAND NORTH AND EAST OF INNER END OF THE
 RK0420'BREAKWATER, ON THE LIGHTHOUSE, AT MAIN ENTRANCE TO THE LIGHT TOWER,
 RK0420'DIRECTLY UNDER NUMERALS 1866 CARVED IN STONE ABOVE THE DOORWAY, AT
 RK0420'NORTH END OF THE STONE DOORSILL, 1.95 METERS (6.40 FT) NORTH NORTHWEST
 RK0420'OF SOUTHEAST CORNER OF MAIN ENTRANCE, 1.03 METERS (3.38 FT) SOUTH
 RK0420'SOUTHEAST OF MORTHEAST CORNER OF DOORSILL, BEING THE HIGHEST POINT AT
 RK0420'EXTREME OUTER EDGE OF THE SILL.
 RK0420
 RK0420                          STATION RECOVERY (1995)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0420'RECOVERED AS DESCRIBED.
 RK0420
 RK0420                          STATION RECOVERY (2001)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0420
 RK0420                          STATION RECOVERY (2015)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 RK0420'RECOVERED AS DESCRIBED.
 RK0420
 RK0420                          STATION RECOVERY (2018)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RK0420'RECOVERED AS DESCRIBED.
 RK0420
 RK0420                          STATION RECOVERY (2022)
 RK0420
 RK0420'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RK0420'RECOVERED IN GOOD CONDITION.
 RK0420'
 RK0420'NOTE-BENCH MARK IS LOCATED ON THE MARQUETTE HARBOR LIGHTHOUSE.
 RK0420'ADDRESS IS 300 N LAKESHORE BOULEVARD IN MARQUETTE, MI 49855.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9598 ***********************************************************************
 DQ9598  DESIGNATION -  909 9018 M
 DQ9598  PID         -  DQ9598
 DQ9598  STATE/COUNTY-  MI/MARQUETTE
 DQ9598  COUNTRY     -  US
 DQ9598  USGS QUAD   -  MARQUETTE (2017)
 DQ9598
 DQ9598                         *CURRENT SURVEY CONTROL
 DQ9598  ______________________________________________________________________
 DQ9598* NAD 83(1986) POSITION- 46 32 40.68   (N) 087 22 52.22   (W)   HD_HELD1
 DQ9598* NAVD 88 ORTHO HEIGHT -   189.644 (meters)      622.19  (feet) ADJUSTED
 DQ9598  ______________________________________________________________________
 DQ9598  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 DQ9598  DYNAMIC HEIGHT  -        189.661 (meters)      622.25  (feet) COMP
 DQ9598  MODELED GRAVITY -    980,702.7   (mgal)                       NAVD 88
 DQ9598
 DQ9598  VERT ORDER      -  SECOND    CLASS I
 DQ9598
 DQ9598.The horizontal coordinates were determined by differentially corrected
 DQ9598.hand held GPS observations or other comparable positioning techniques
 DQ9598.and have an estimated accuracy of +/- 3 meters.
 DQ9598
 DQ9598.The orthometric height was determined by differential leveling and
 DQ9598.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9598.in February 2020.
 DQ9598
 DQ9598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9598.GEOID18 height accuracy estimate available here.
 DQ9598
 DQ9598.Click photographs - Photos may exist for this station.
 DQ9598
 DQ9598.The dynamic height is computed by dividing the NAVD 88
 DQ9598.geopotential number by the normal gravity value computed on the
 DQ9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9598.degrees latitude (g = 980.6199 gals.).
 DQ9598
 DQ9598.The modeled gravity was interpolated from observed gravity values.
 DQ9598
 DQ9598;                    North         East    Units  Estimated Accuracy
 DQ9598;SPC MI N     -   195,829.5   7,970,766.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9598
 DQ9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7077554633(NAD 83)
 DQ9598
 DQ9598                          SUPERSEDED SURVEY CONTROL
 DQ9598
 DQ9598.No superseded survey control is available for this station.
 DQ9598
 DQ9598_MARKER: DB = BENCH MARK DISK
 DQ9598_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ9598_SP_SET: BRICK PUMP HOUSE
 DQ9598_STAMPING: 9018 M 2013
 DQ9598_MARK LOGO: NOS
 DQ9598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9598+STABILITY: SURFACE MOTION
 DQ9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9598+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2022
 DQ9598
 DQ9598  HISTORY     - Date     Condition        Report By
 DQ9598  HISTORY     - 20130729 MONUMENTED       NOS
 DQ9598  HISTORY     - 20180716 GOOD             CO-OPS
 DQ9598  HISTORY     - 20220723 GOOD             CO-OPS
 DQ9598
 DQ9598                          STATION DESCRIPTION
 DQ9598
 DQ9598'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 DQ9598'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF SANDS, 3.7 MI
 DQ9598'(6.0 KM) NORTH-NORTHWEST OF HARVEY AND 0.7 MI (1.1 KM) EAST OF
 DQ9598'MARQUETTE.
 DQ9598'
 DQ9598'TO REACH FROM THE INTERSECTION OF WASHINGTON STREET AND LAKESHORE
 DQ9598'BOULEVARD IN MARQUETTE PROCEED NORTH ON LAKESHORE BOULEVARD FOR 0.72
 DQ9598'KM (0.45 MI) 18.55 M (60.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DQ9598'LAKESHORE DRIVE TO THE NORTH FACE OF BRICK PUMP HOUSE, BEING A BRASS
 DQ9598'DISC SET IN THE CONCRETE EDGE OF A BRICK PUMP HOUSE THAT HAS A
 DQ9598'OBSERVATION DECK SURROUNDED BY BLACK STEEL RAILING, THE OBSERVATION
 DQ9598'DECK IS 60 FT (18.3 M) X 22 FT (6.7 M) THE BRICK PUMP HOUSE OVER LOOKS
 DQ9598'THE LAKE.
 DQ9598'
 DQ9598'IT IS 11.35 M (37.2 FT) WEST-NORTHWEST OF THE EAST FACE OF THE BRICK
 DQ9598'PUMP HOUSE, 6.78 M (22.2 FT) NORTH-NORTHEAST OF THE SOUTH FACE OF
 DQ9598'BRICK PUMP HOUSE, 1.35 M (4.4 FT) ABOVE THE GROUND.
 DQ9598
 DQ9598                          STATION RECOVERY (2022)
 DQ9598
 DQ9598'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DQ9598'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0421 ***********************************************************************
 RK0421  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RK0421  DESIGNATION -  909 9018 TRI
 RK0421  PID         -  RK0421
 RK0421  STATE/COUNTY-  MI/MARQUETTE
 RK0421  COUNTRY     -  US
 RK0421  USGS QUAD   -  MARQUETTE (2017)
 RK0421
 RK0421                         *CURRENT SURVEY CONTROL
 RK0421  ______________________________________________________________________
 RK0421* NAD 83(1986) POSITION- 46 32 49.50   (N) 087 22 42.28   (W)   HD_HELD1
 RK0421* NAVD 88 ORTHO HEIGHT -   189.389 (meters)      621.35  (feet) ADJUSTED
 RK0421  ______________________________________________________________________
 RK0421  GEOID HEIGHT    -        -34.809 (meters)                     GEOID18
 RK0421  DYNAMIC HEIGHT  -        189.407 (meters)      621.41  (feet) COMP
 RK0421  MODELED GRAVITY -    980,703.6   (mgal)                       NAVD 88
 RK0421
 RK0421  VERT ORDER      -  FIRST     CLASS 0
 RK0421
 RK0421.The horizontal coordinates were determined by differentially corrected
 RK0421.hand held GPS observations or other comparable positioning techniques
 RK0421.and have an estimated accuracy of +/- 3 meters.
 RK0421
 RK0421.The orthometric height was determined by differential leveling and
 RK0421.adjusted by the NATIONAL GEODETIC SURVEY
 RK0421.in June 1991.
 RK0421
 RK0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0421.GEOID18 height accuracy estimate available here.
 RK0421
 RK0421.This Water Level Mark is designated as VM 13370
 RK0421.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RK0421
 RK0421.Click photographs - Photos may exist for this station.
 RK0421
 RK0421.The dynamic height is computed by dividing the NAVD 88
 RK0421.geopotential number by the normal gravity value computed on the
 RK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0421.degrees latitude (g = 980.6199 gals.).
 RK0421
 RK0421.The modeled gravity was interpolated from observed gravity values.
 RK0421
 RK0421;                    North         East    Units  Estimated Accuracy
 RK0421;SPC MI N     -   196,100.8   7,970,979.9     MT  (+/- 3 meters HH1 GPS) 
 RK0421
 RK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7098854904(NAD 83)
 RK0421
 RK0421                          SUPERSEDED SURVEY CONTROL
 RK0421
 RK0421.No superseded survey control is available for this station.
 RK0421
 RK0421_MARKER: DM = MAGNETIC STATION DISK
 RK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0421_MARK LOGO: CGS
 RK0421_PROJECTION: FLUSH
 RK0421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0421+STABILITY: SURFACE MOTION
 RK0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0421+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2022
 RK0421
 RK0421  HISTORY     - Date     Condition        Report By
 RK0421  HISTORY     - 1975     MONUMENTED       NOS
 RK0421  HISTORY     - 1985     GOOD             NGS
 RK0421  HISTORY     - 1990     GOOD             USPSQD
 RK0421  HISTORY     - 19940912 GOOD             NOS
 RK0421  HISTORY     - 19960823 GOOD             USPSQD
 RK0421  HISTORY     - 20010917 GOOD             USPSQD
 RK0421  HISTORY     - 20031010 GOOD             USPSQD
 RK0421  HISTORY     - 20060409 GOOD             GEOCAC
 RK0421  HISTORY     - 20150801 GOOD             NOS
 RK0421  HISTORY     - 20180716 GOOD             NOS
 RK0421  HISTORY     - 20220723 GOOD             CO-OPS
 RK0421
 RK0421                          STATION DESCRIPTION
 RK0421
 RK0421'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0421'IN MARQUETTE.
 RK0421'AT MARQUETTE, AT THE COAST GUARD STATION, APPROXIMATELY 200 FT.
 RK0421'SOUTHEAST OF THE LAKE SUPERIOR SHORE LINE, ON A KNOLL, 56.2 FT.
 RK0421'NORTHEAST OF A FRAME STORAGE GARAGE BELONGING TO THE COAST GUARD,
 RK0421'33.75 FT. SOUTHEAST OF A PINE, 20.3 FT. SOUTHWEST OF A BENT TRUNK
 RK0421'PINE, 7 FT. ABOVE DIRT ROADWAY TO WEST, ONE HALF FT. ABOVE GROUND.
 RK0421
 RK0421                          STATION RECOVERY (1985)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0421'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0421'MARQUETTE, AT 1 COAST GUARD ROAD, 62.0 M (203.4 FT) NORTH OF THE
 RK0421'NORTHEAST CORNER OF THE COAST GUARD OFFICE BUILDING, 25.8 M (84.6 FT)
 RK0421'EAST OF THE CENTER OF THE ROAD, 17.2 M (56.4 FT) EAST OF THE NORTHEAST
 RK0421'CORNER OF A GARAGE, AND 5.1 M (16.7 FT) NORTH OF A CHAIN-LINK FENCE.
 RK0421'NOTE--THE DISK IS UNSTAMPED.
 RK0421'THE MARK IS 1.0 M ABOVE THE ROAD.
 RK0421
 RK0421                          STATION RECOVERY (1990)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (1994)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0421'IN MARQUETTE, AT 1 COAST GUARD ROAD, 62.0 M (203.4 FT) NORTH OF
 RK0421'NORTHEAST CORNER OF THE COAST GUARD OFFICE BUILDING, 25.8 M (84.6 FT)
 RK0421'EAST OF THE CENTER OF THE ROAD, 17.2 M (56.4 FT) EAST OF THE NORTHEAST
 RK0421'CORNER OF A GARAGE, AND 5.1 M (16.7 FT) NORTH OF A CHAIN-LINK FENCE.
 RK0421'NOTE--THE DISK IS UNSTAMPED.
 RK0421
 RK0421                          STATION RECOVERY (1996)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (2001)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0421'DISK IS 5 FEET, NOT 5 METERS NORTH OF A CHAIN LINK FENCE.
 RK0421
 RK0421                          STATION RECOVERY (2003)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (2006)
 RK0421
 RK0421'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (2015)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (LAS)
 RK0421'RECOVERED AS DESCRIBED.
 RK0421
 RK0421                          STATION RECOVERY (2018)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RK0421'RECOVERED AS DESCRIBED.
 RK0421
 RK0421                          STATION RECOVERY (2022)
 RK0421
 RK0421'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RK0421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3993 ***********************************************************************
 DS3993  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3993  DESIGNATION -  909 9020 C
 DS3993  PID         -  DS3993
 DS3993  STATE/COUNTY-  MI/MARQUETTE
 DS3993  COUNTRY     -  US
 DS3993  USGS QUAD   -  BIG BAY (2017)
 DS3993
 DS3993                         *CURRENT SURVEY CONTROL
 DS3993  ______________________________________________________________________
 DS3993* NAD 83(2011) POSITION- 46 49 32.58416(N) 087 43 41.27937(W)   ADJUSTED
 DS3993* NAD 83(2011) ELLIP HT-   150.202 (meters)        (12/02/25)   ADJUSTED
 DS3993* NAD 83(2011) EPOCH   -  2010.00
 DS3993* NAVD 88 ORTHO HEIGHT -   185.59  (meters)      608.9   (feet) GPS OBS
 DS3993  ______________________________________________________________________
 DS3993  GEOID HEIGHT    -        -35.377 (meters)                     GEOID18
 DS3993  NAD 83(2011) X  -    173,308.812 (meters)                     COMP
 DS3993  NAD 83(2011) Y  - -4,368,503.762 (meters)                     COMP
 DS3993  NAD 83(2011) Z  -  4,628,639.215 (meters)                     COMP
 DS3993  LAPLACE CORR    -         -7.26  (seconds)                    DEFLEC18
 DS3993
 DS3993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3993  Standards:
 DS3993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3993  -------------------------------------------------------------------
 DS3993  NETWORK    0.52   1.08           0.24   0.18   0.55     -0.07990278
 DS3993  -------------------------------------------------------------------
 DS3993  Click here for local accuracies and other accuracy information.
 DS3993
 DS3993.The horizontal coordinates were established by GPS observations
 DS3993.and adjusted by the National Geodetic Survey in December 2025.
 DS3993
 DS3993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3993.been affixed to the stable North American tectonic plate. See 
 DS3993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3993
 DS3993.The horizontal coordinates are valid at the epoch date displayed above
 DS3993.which is a decimal equivalence of Year/Month/Day.
 DS3993
 DS3993.The orthometric height was determined by GPS observations and a
 DS3993.high-resolution geoid model using precise GPS observation and
 DS3993.processing techniques.
 DS3993
 DS3993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3993.GEOID18 height accuracy estimate available here.
 DS3993
 DS3993.Click photographs - Photos may exist for this station.
 DS3993
 DS3993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3993
 DS3993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3993
 DS3993.The ellipsoidal height was determined by GPS observations
 DS3993.and is referenced to NAD 83.
 DS3993
 DS3993. The following values were computed from the NAD 83(2011) position.
 DS3993
 DS3993;                    North         East     Units Scale Factor Converg.
 DS3993;SPC MI N     -   227,258.835 7,944,444.995   MT  0.99994732   -0 31 34.6
 DS3993;SPC MI N     -   745,599.85 26,064,452.08   iFT  0.99994732   -0 31 34.6
 DS3993;UTM  16      - 5,186,054.419   444,463.603   MT  0.99963791   -0 31 51.7
 DS3993
 DS3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3993!SPC MI N     -   0.99997646  x   0.99994732  =   0.99992378
 DS3993!UTM  16      -   0.99997646  x   0.99963791  =   0.99961437
 DS3993
 DS3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4446386054(NAD 83)
 DS3993
 DS3993                          SUPERSEDED SURVEY CONTROL
 DS3993
 DS3993.No superseded survey control is available for this station.
 DS3993
 DS3993_MARKER: F = FLANGE-ENCASED ROD
 DS3993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3993_STAMPING: 9020 C 2021
 DS3993_MARK LOGO: NGS
 DS3993_PROJECTION: RECESSED 3 CENTIMETERS
 DS3993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3993+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DS3993_ROD/PIPE-DEPTH: 4.57 meters
 DS3993
 DS3993  HISTORY     - Date     Condition        Report By
 DS3993  HISTORY     - 2021     MONUMENTED       NGS
 DS3993  HISTORY     - 20220811 GOOD             NGS
 DS3993
 DS3993                          STATION DESCRIPTION
 DS3993
 DS3993'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3993'THE MARK IS LOCATED ABOUT 14.4 MI (23.2 KM) NORTHWEST OF BUCKROE, 7.8
 DS3993'MI (12.6 KM) EAST-SOUTHEAST OF HURON MOUNTAIN AND 0.7 MI (1.1 KM)
 DS3993'NORTH OF BIG BAY.
 DS3993'
 DS3993'TO REACH THE STATION FROM THE US POST OFFICE AT THE CORNER OF HOGGMAN
 DS3993'STREET AND BALKE AVENUE IN BIG BAY, PROCEED EAST ON BALKE AVENUE 0.1
 DS3993'KM (0.1 MI) TO THE INTERSECTION WITH SCHENK AVENUE.  TURN LEFT AND
 DS3993'PROCEED NORTH ON SCHENK AVENUE/COUNTY ROAD KCB 0.5 KM (0.3 MI) TO A
 DS3993'FORK IN THE ROAD.  KEEP LEFT AND CONTINUE NORTH ON BEACH ROAD/COUNTY
 DS3993'ROAD KF 0.16 KM (0.10 MI) TO THE INTERSECTION WITH HARBOR ROAD ON THE
 DS3993'RIGHT.  TURN RIGHT AND PROCEED NORTHEAST ON HARBOR ROAD INTO THE BOAT
 DS3993'LAUNCH PARKING LOT TO THE MARK STRAIGHT AHEAD.
 DS3993'
 DS3993'THE STATION IS A STAINLESS STEEL ROD IN A SLEEVE, DRIVEN 4.57 M (15.0
 DS3993'FT) TO REFUSAL, ENCASED IN A 5-IN (13 CM) NOS LOGO CAP, 20.46 M (67.1
 DS3993'FT) NORTHEAST OF THE WESTERNMOST METAL POST FOR THE BIG BAY HARBOR
 DS3993'SIGN, 18.64 M (61.2 FT) WEST-SOUTHWEST OF THE SOUTHERNMOST WOODEN
 DS3993'BOLLARD ALONG THE EAST SIDE OF THE BIG BAY HARBOR PARKING LOT, 7.20 M
 DS3993'(23.6 FT) NORTHEAST OF THE WEST SIDE OF THE GRASS ISLAND, 3.70 M (12.1
 DS3993'FT) NORTH-NORTHEAST OF THE SOUTH SIDE OF THE GRASS ISLAND, 0.32 M (1.0
 DS3993'FT) SOUTHWEST OF A CARSONITE POST AND 0.10 M (0.3 FT) BELOW GROUND.
 DS3993'THE BENCH MARK IS A REFERENCE MARK FOR A WATER LEVEL MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6139 ***********************************************************************
 AC6139  DESIGNATION -  909 9025 15
 AC6139  PID         -  AC6139
 AC6139  STATE/COUNTY-  MI/HOUGHTON
 AC6139  COUNTRY     -  US
 AC6139  USGS QUAD   -  PORTAGE ENTRY (2017)
 AC6139
 AC6139                         *CURRENT SURVEY CONTROL
 AC6139  ______________________________________________________________________
 AC6139* NAD 83(1986) POSITION- 46 58 43.     (N) 088 26 00.     (W)   SCALED
 AC6139* NAVD 88 ORTHO HEIGHT -   184.980 (meters)      606.89  (feet) ADJUSTED
 AC6139  ______________________________________________________________________
 AC6139  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 AC6139  DYNAMIC HEIGHT  -        184.992 (meters)      606.93  (feet) COMP
 AC6139  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 AC6139
 AC6139  VERT ORDER      -  SECOND    CLASS I
 AC6139
 AC6139.The horizontal coordinates were scaled from a map and have
 AC6139.an estimated accuracy of +/- 6 seconds.
 AC6139
 AC6139.The orthometric height was determined by differential leveling and
 AC6139.adjusted by the NATIONAL GEODETIC SURVEY
 AC6139.in March 1997.
 AC6139
 AC6139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6139.GEOID18 height accuracy estimate available here.
 AC6139
 AC6139.Click photographs - Photos may exist for this station.
 AC6139
 AC6139.The dynamic height is computed by dividing the NAVD 88
 AC6139.geopotential number by the normal gravity value computed on the
 AC6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6139.degrees latitude (g = 980.6199 gals.).
 AC6139
 AC6139.The modeled gravity was interpolated from observed gravity values.
 AC6139
 AC6139;                    North         East    Units  Estimated Accuracy
 AC6139;SPC MI N     -   244,990.    7,890,950.      MT  (+/- 180 meters Scaled)
 AC6139
 AC6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909037(NAD 83)
 AC6139
 AC6139                          SUPERSEDED SURVEY CONTROL
 AC6139
 AC6139.No superseded survey control is available for this station.
 AC6139
 AC6139_MARKER: Z = SEE DESCRIPTION
 AC6139_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6139_SP_SET: BUILDING
 AC6139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6139+STABILITY: SURFACE MOTION
 AC6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6139+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 AC6139
 AC6139  HISTORY     - Date     Condition        Report By
 AC6139  HISTORY     - 1926     MONUMENTED       USACE
 AC6139  HISTORY     - 19960725 GOOD             NGS
 AC6139  HISTORY     - 20030617 GOOD             GEOCAC
 AC6139
 AC6139                          STATION DESCRIPTION
 AC6139
 AC6139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6139'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6139'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6139'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6139'PAVED ROAD, THE DATUM POINT IS THE EXTREME END OF THE CONCRETE SILL OF
 AC6139'THE NORTH DOOR OF THE MOST NORTHERLY OF 3 HOUSES, 26.2 M (86.0 FT)
 AC6139'EAST OF BENCH MARK F 26, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 AC6139'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.  MARQUART, 1716 EAST
 AC6139'RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER (847) 724-5394.
 AC6139
 AC6139                          STATION RECOVERY (2003)
 AC6139
 AC6139'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AC6139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3990 ***********************************************************************
 DS3990  DESIGNATION -  909 9025 J
 DS3990  PID         -  DS3990
 DS3990  STATE/COUNTY-  MI/HOUGHTON
 DS3990  COUNTRY     -  US
 DS3990  USGS QUAD   -  PORTAGE ENTRY (2017)
 DS3990
 DS3990                         *CURRENT SURVEY CONTROL
 DS3990  ______________________________________________________________________
 DS3990* NAD 83(2011) POSITION- 46 58 30.11469(N) 088 25 56.13735(W)   ADJUSTED
 DS3990* NAD 83(2011) ELLIP HT-   149.820 (meters)        (12/02/25)   ADJUSTED
 DS3990* NAD 83(2011) EPOCH   -  2010.00
 DS3990* NAVD 88 ORTHO HEIGHT -   184.7   (meters)      606.    (feet) GPS OBS
 DS3990  ______________________________________________________________________
 DS3990  GEOID HEIGHT    -        -34.854 (meters)                     GEOID18
 DS3990  NAD 83(2011) X  -    119,279.449 (meters)                     COMP
 DS3990  NAD 83(2011) Y  - -4,358,187.580 (meters)                     COMP
 DS3990  NAD 83(2011) Z  -  4,639,980.835 (meters)                     COMP
 DS3990  LAPLACE CORR    -        -11.73  (seconds)                    DEFLEC18
 DS3990
 DS3990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3990  Standards:
 DS3990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3990  -------------------------------------------------------------------
 DS3990  NETWORK    0.48   0.82           0.22   0.16   0.42     -0.04375725
 DS3990  -------------------------------------------------------------------
 DS3990  Click here for local accuracies and other accuracy information.
 DS3990
 DS3990.The horizontal coordinates were established by GPS observations
 DS3990.and adjusted by the National Geodetic Survey in December 2025.
 DS3990
 DS3990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3990.been affixed to the stable North American tectonic plate. See 
 DS3990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3990
 DS3990.The horizontal coordinates are valid at the epoch date displayed above
 DS3990.which is a decimal equivalence of Year/Month/Day.
 DS3990
 DS3990.The orthometric height was determined by GPS observations and a
 DS3990.high-resolution geoid model.
 DS3990
 DS3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3990.GEOID18 height accuracy estimate available here.
 DS3990
 DS3990.Click photographs - Photos may exist for this station.
 DS3990
 DS3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3990
 DS3990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3990
 DS3990.The ellipsoidal height was determined by GPS observations
 DS3990.and is referenced to NAD 83.
 DS3990
 DS3990. The following values were computed from the NAD 83(2011) position.
 DS3990
 DS3990;                    North         East     Units Scale Factor Converg.
 DS3990;SPC MI N     -   244,586.612 7,891,025.886   MT  0.99997537   -1 02 06.8
 DS3990;SPC MI N     -   802,449.51 25,889,192.54   iFT  0.99997537   -1 02 06.8
 DS3990;UTM  16      - 5,203,385.006   391,061.631   MT  0.99974586   -1 02 49.8
 DS3990
 DS3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3990!SPC MI N     -   0.99997652  x   0.99997537  =   0.99995189
 DS3990!UTM  16      -   0.99997652  x   0.99974586  =   0.99972238
 DS3990
 DS3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9106103385(NAD 83)
 DS3990
 DS3990                          SUPERSEDED SURVEY CONTROL
 DS3990
 DS3990.No superseded survey control is available for this station.
 DS3990
 DS3990_MARKER: F = FLANGE-ENCASED ROD
 DS3990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS3990_STAMPING: 9025 J 2019
 DS3990_MARK LOGO: NGS
 DS3990_PROJECTION: RECESSED 5 CENTIMETERS
 DS3990_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS3990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3990+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DS3990_ROD/PIPE-DEPTH: 15.1 meters
 DS3990
 DS3990  HISTORY     - Date     Condition        Report By
 DS3990  HISTORY     - 2019     MONUMENTED       NGS
 DS3990  HISTORY     - 20220808 GOOD             NGS
 DS3990
 DS3990                          STATION DESCRIPTION
 DS3990
 DS3990'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3990'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH-NORTHEAST OF BEAR
 DS3990'TOWN, 11.9 MI (19.1 KM) EAST-SOUTHEAST OF SOUTH RANGE, 9.4 MI (15.1
 DS3990'KM) NORTHWEST OF AURA, 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF POINT MILLS
 DS3990'AND 0.6 MI (1.0 KM) SOUTHEAST OF PORTAGE ENTRY.
 DS3990'
 DS3990'IN WHITE CITY, MI, AT THE WHITE CITY PARK BEACH,  THE STATION IS A
 DS3990'DEEP ROD MARK SET IN THE LANDWARD END (NORTH) OF THE BEACH 62.8 M
 DS3990'(206.0 FT) NORTH OF THE FIRST VENT PIPE ON THE USACE SEAWALL SOUTH OF
 DS3990'THE LAND-WATER INTERFACE, 24.0 M (78.7 FT) EAST OF THE EAST EDGE OF
 DS3990'THE USACE SEAWALL, 23.5 M (77.1 FT) SOUTH OF THE USACE KEWEENAW
 DS3990'WATERWAY NAVIGATION PROJECT SIGN.
 DS3990'
 DS3990'MARK IS ROD DRIVEN 15.1 M (49.5 FT) TO REFUSAL AND ENCASED IN AN
 DS3990'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6140 ***********************************************************************
 AC6140  DESIGNATION -  909 9025 PUMP B
 AC6140  PID         -  AC6140
 AC6140  STATE/COUNTY-  MI/HOUGHTON
 AC6140  COUNTRY     -  US
 AC6140  USGS QUAD   -  PORTAGE ENTRY (2017)
 AC6140
 AC6140                         *CURRENT SURVEY CONTROL
 AC6140  ______________________________________________________________________
 AC6140* NAD 83(1986) POSITION- 46 58 45.     (N) 088 25 55.     (W)   SCALED
 AC6140* NAVD 88 ORTHO HEIGHT -   184.764 (meters)      606.18  (feet) ADJUSTED
 AC6140  ______________________________________________________________________
 AC6140  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 AC6140  DYNAMIC HEIGHT  -        184.776 (meters)      606.22  (feet) COMP
 AC6140  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 AC6140
 AC6140  VERT ORDER      -  SECOND    CLASS I
 AC6140
 AC6140.The horizontal coordinates were scaled from a map and have
 AC6140.an estimated accuracy of +/- 6 seconds.
 AC6140
 AC6140.The orthometric height was determined by differential leveling and
 AC6140.adjusted by the NATIONAL GEODETIC SURVEY
 AC6140.in March 1997.
 AC6140
 AC6140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6140.GEOID18 height accuracy estimate available here.
 AC6140
 AC6140.Click photographs - Photos may exist for this station.
 AC6140
 AC6140.The dynamic height is computed by dividing the NAVD 88
 AC6140.geopotential number by the normal gravity value computed on the
 AC6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6140.degrees latitude (g = 980.6199 gals.).
 AC6140
 AC6140.The modeled gravity was interpolated from observed gravity values.
 AC6140
 AC6140;                    North         East    Units  Estimated Accuracy
 AC6140;SPC MI N     -   245,050.    7,891,060.      MT  (+/- 180 meters Scaled)
 AC6140
 AC6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT910038(NAD 83)
 AC6140
 AC6140                          SUPERSEDED SURVEY CONTROL
 AC6140
 AC6140.No superseded survey control is available for this station.
 AC6140
 AC6140_MARKER: I = METAL ROD
 AC6140_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC6140+WITH SETTING: INFORMATION.
 AC6140_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6140+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AC6140
 AC6140  HISTORY     - Date     Condition        Report By
 AC6140  HISTORY     - 1957     MONUMENTED       USLS
 AC6140  HISTORY     - 19960725 GOOD             NGS
 AC6140
 AC6140                          STATION DESCRIPTION
 AC6140
 AC6140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6140'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6140'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6140'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6140'PAVED ROAD, 44.8 M (147.0 FT) NORTHWEST OF THE ROAD CENTER, 25.1 M
 AC6140'(82.3 FT) NORTHWEST OF A FLAG POLE, 3.9 M (12.8 FT) SOUTH OF THE
 AC6140'CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) NORTH OF THE NORTHEAST CORNER
 AC6140'OF A PUMP HOUSE, AND THE ROD PROJECTS 0.4 M (1.3 FT) ABOVE THE LEVEL
 AC6140'OF THE TRACK ROAD.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.
 AC6140'MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER
 AC6140'(847) 724-5394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6138 ***********************************************************************
 AC6138  DESIGNATION -  909 9025 WL 311
 AC6138  PID         -  AC6138
 AC6138  STATE/COUNTY-  MI/HOUGHTON
 AC6138  COUNTRY     -  US
 AC6138  USGS QUAD   -  PORTAGE ENTRY (2017)
 AC6138
 AC6138                         *CURRENT SURVEY CONTROL
 AC6138  ______________________________________________________________________
 AC6138* NAD 83(1986) POSITION- 46 58 47.     (N) 088 26 00.     (W)   SCALED
 AC6138* NAVD 88 ORTHO HEIGHT -   185.370 (meters)      608.17  (feet) ADJUSTED
 AC6138  ______________________________________________________________________
 AC6138  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 AC6138  DYNAMIC HEIGHT  -        185.382 (meters)      608.21  (feet) COMP
 AC6138  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 AC6138
 AC6138  VERT ORDER      -  SECOND    CLASS I
 AC6138
 AC6138.The horizontal coordinates were scaled from a map and have
 AC6138.an estimated accuracy of +/- 6 seconds.
 AC6138
 AC6138.The orthometric height was determined by differential leveling and
 AC6138.adjusted by the NATIONAL GEODETIC SURVEY
 AC6138.in March 1997.
 AC6138
 AC6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6138.GEOID18 height accuracy estimate available here.
 AC6138
 AC6138.Click photographs - Photos may exist for this station.
 AC6138
 AC6138.The dynamic height is computed by dividing the NAVD 88
 AC6138.geopotential number by the normal gravity value computed on the
 AC6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6138.degrees latitude (g = 980.6199 gals.).
 AC6138
 AC6138.The modeled gravity was interpolated from observed gravity values.
 AC6138
 AC6138;                    North         East    Units  Estimated Accuracy
 AC6138;SPC MI N     -   245,110.    7,890,950.      MT  (+/- 180 meters Scaled)
 AC6138
 AC6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909039(NAD 83)
 AC6138
 AC6138                          SUPERSEDED SURVEY CONTROL
 AC6138
 AC6138.No superseded survey control is available for this station.
 AC6138
 AC6138_MARKER: DD = SURVEY DISK
 AC6138_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6138_SP_SET: BUILDING
 AC6138_STAMPING: WL 311 IDP 1935
 AC6138_MARK LOGO: USLS
 AC6138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6138+STABILITY: SURFACE MOTION
 AC6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6138+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 AC6138
 AC6138  HISTORY     - Date     Condition        Report By
 AC6138  HISTORY     - 1935     MONUMENTED       USLS
 AC6138  HISTORY     - 19960725 GOOD             NGS
 AC6138  HISTORY     - 20030617 GOOD             GEOCAC
 AC6138
 AC6138                          STATION DESCRIPTION
 AC6138
 AC6138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6138'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6138'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6138'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6138'PAVED ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY OF 3
 AC6138'HOUSES, 81.5 M (267.4 FT) WEST OF THE ROAD CENTER, 36.7 M (120.4 FT)
 AC6138'WEST OF BENCH MARK PUMP B, 23.4 M (76.8 FT) SOUTHEAST OF BENCH MARK F
 AC6138'62, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) WEST
 AC6138'OF THE WEST EDGE OF A PORCH.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 AC6138'BY C.W.  MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE
 AC6138'NUMBER (847) 724-5394.
 AC6138
 AC6138                          STATION RECOVERY (2003)
 AC6138
 AC6138'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AC6138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5807 ***********************************************************************
 AC5807  DESIGNATION -  909 9035 LA BELLE
 AC5807  PID         -  AC5807
 AC5807  STATE/COUNTY-  MI/KEWEENAW
 AC5807  COUNTRY     -  US
 AC5807  USGS QUAD   -  POINT ISABELLE (2017)
 AC5807
 AC5807                         *CURRENT SURVEY CONTROL
 AC5807  ______________________________________________________________________
 AC5807* NAD 83(1986) POSITION- 47 22 28.     (N) 087 58 09.     (W)   SCALED
 AC5807* NAVD 88 ORTHO HEIGHT -   184.127 (meters)      604.09  (feet) ADJUSTED
 AC5807  ______________________________________________________________________
 AC5807  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 AC5807  DYNAMIC HEIGHT  -        184.154 (meters)      604.18  (feet) COMP
 AC5807  MODELED GRAVITY -    980,755.9   (mgal)                       NAVD 88
 AC5807
 AC5807  VERT ORDER      -  SECOND    CLASS I
 AC5807
 AC5807.The horizontal coordinates were scaled from a map and have
 AC5807.an estimated accuracy of +/- 6 seconds.
 AC5807
 AC5807.The orthometric height was determined by differential leveling and
 AC5807.adjusted by the NATIONAL GEODETIC SURVEY
 AC5807.in March 1997.
 AC5807
 AC5807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5807.GEOID18 height accuracy estimate available here.
 AC5807
 AC5807.Click photographs - Photos may exist for this station.
 AC5807
 AC5807.The dynamic height is computed by dividing the NAVD 88
 AC5807.geopotential number by the normal gravity value computed on the
 AC5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5807.degrees latitude (g = 980.6199 gals.).
 AC5807
 AC5807.The modeled gravity was interpolated from observed gravity values.
 AC5807
 AC5807;                    North         East    Units  Estimated Accuracy
 AC5807;SPC MI N     -   288,460.    7,926,800.      MT  (+/- 180 meters Scaled)
 AC5807
 AC5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT268472(NAD 83)
 AC5807
 AC5807                          SUPERSEDED SURVEY CONTROL
 AC5807
 AC5807.No superseded survey control is available for this station.
 AC5807
 AC5807_MARKER: I = METAL ROD
 AC5807_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5807+WITH SETTING: INFORMATION.
 AC5807_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5807+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5807
 AC5807  HISTORY     - Date     Condition        Report By
 AC5807  HISTORY     - UNK      MONUMENTED
 AC5807  HISTORY     - 19960717 GOOD             NGS
 AC5807
 AC5807                          STATION DESCRIPTION
 AC5807
 AC5807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5807'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5807'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5807'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5807'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, A METAL ROD
 AC5807'DRIVEN 2.4 METERS AND 0.2 M (0.7 FT) BELOW GROUND LEVEL, 0.2 M (0.7
 AC5807'FT) NORTH OF THE 2ND HOUSE WEST OF A LIGHTHOUSE, 0.2 M (0.7 FT) EAST
 AC5807'OF THE EAST END OF A PORCH.  NO ONE IN THE AREA KNOWS WHO OWNES THE
 AC5807'PROPERTY THAT THE MONUMENT IS ON, AND HOUSE IS VACANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5808 ***********************************************************************
 AC5808  DESIGNATION -  909 9035 MENDOTA
 AC5808  PID         -  AC5808
 AC5808  STATE/COUNTY-  MI/KEWEENAW
 AC5808  COUNTRY     -  US
 AC5808  USGS QUAD   -  POINT ISABELLE (2017)
 AC5808
 AC5808                         *CURRENT SURVEY CONTROL
 AC5808  ______________________________________________________________________
 AC5808* NAD 83(1986) POSITION- 47 22 26.     (N) 087 58 00.     (W)   SCALED
 AC5808* NAVD 88 ORTHO HEIGHT -   184.971 (meters)      606.86  (feet) ADJUSTED
 AC5808  ______________________________________________________________________
 AC5808  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 AC5808  DYNAMIC HEIGHT  -        184.998 (meters)      606.95  (feet) COMP
 AC5808  MODELED GRAVITY -    980,755.7   (mgal)                       NAVD 88
 AC5808
 AC5808  VERT ORDER      -  SECOND    CLASS I
 AC5808
 AC5808.The horizontal coordinates were scaled from a map and have
 AC5808.an estimated accuracy of +/- 6 seconds.
 AC5808
 AC5808.The orthometric height was determined by differential leveling and
 AC5808.adjusted by the NATIONAL GEODETIC SURVEY
 AC5808.in March 1997.
 AC5808
 AC5808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5808.GEOID18 height accuracy estimate available here.
 AC5808
 AC5808.Click photographs - Photos may exist for this station.
 AC5808
 AC5808.The dynamic height is computed by dividing the NAVD 88
 AC5808.geopotential number by the normal gravity value computed on the
 AC5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5808.degrees latitude (g = 980.6199 gals.).
 AC5808
 AC5808.The modeled gravity was interpolated from observed gravity values.
 AC5808
 AC5808;                    North         East    Units  Estimated Accuracy
 AC5808;SPC MI N     -   288,390.    7,926,990.      MT  (+/- 180 meters Scaled)
 AC5808
 AC5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT270471(NAD 83)
 AC5808
 AC5808                          SUPERSEDED SURVEY CONTROL
 AC5808
 AC5808.No superseded survey control is available for this station.
 AC5808
 AC5808_MARKER: Q = CHISELED SQUARE
 AC5808_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5808_SP_SET: BUILDING
 AC5808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5808+STABILITY: SURFACE MOTION
 AC5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5808+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5808
 AC5808  HISTORY     - Date     Condition        Report By
 AC5808  HISTORY     - UNK      MONUMENTED
 AC5808  HISTORY     - 19960717 GOOD             NGS
 AC5808
 AC5808                          STATION DESCRIPTION
 AC5808
 AC5808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5808'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5808'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5808'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5808'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, A CHISLER
 AC5808'SQUARE ON THE NORTHEAST CORNER OF A A FOUNDATION FOR A LIGHTHOUSE, 2.0
 AC5808'M (6.6 FT) WEST OF THE EXTENDED WALL OF THE LIGHTHOUSE, 0.1 M (0.3 FT)
 AC5808'NORTH OF A DOWN SPOUT, AND 0.1  M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5809 ***********************************************************************
 AC5809  DESIGNATION -  909 9035 OLD LIGHT
 AC5809  PID         -  AC5809
 AC5809  STATE/COUNTY-  MI/KEWEENAW
 AC5809  COUNTRY     -  US
 AC5809  USGS QUAD   -  POINT ISABELLE (2017)
 AC5809
 AC5809                         *CURRENT SURVEY CONTROL
 AC5809  ______________________________________________________________________
 AC5809* NAD 83(1986) POSITION- 47 22 25.     (N) 087 58 00.     (W)   SCALED
 AC5809* NAVD 88 ORTHO HEIGHT -   185.649 (meters)      609.08  (feet) ADJUSTED
 AC5809  ______________________________________________________________________
 AC5809  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 AC5809  DYNAMIC HEIGHT  -        185.676 (meters)      609.17  (feet) COMP
 AC5809  MODELED GRAVITY -    980,755.6   (mgal)                       NAVD 88
 AC5809
 AC5809  VERT ORDER      -  SECOND    CLASS I
 AC5809
 AC5809.The horizontal coordinates were scaled from a map and have
 AC5809.an estimated accuracy of +/- 6 seconds.
 AC5809
 AC5809.The orthometric height was determined by differential leveling and
 AC5809.adjusted by the NATIONAL GEODETIC SURVEY
 AC5809.in March 1997.
 AC5809
 AC5809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5809.GEOID18 height accuracy estimate available here.
 AC5809
 AC5809.Click photographs - Photos may exist for this station.
 AC5809
 AC5809.The dynamic height is computed by dividing the NAVD 88
 AC5809.geopotential number by the normal gravity value computed on the
 AC5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5809.degrees latitude (g = 980.6199 gals.).
 AC5809
 AC5809.The modeled gravity was interpolated from observed gravity values.
 AC5809
 AC5809;                    North         East    Units  Estimated Accuracy
 AC5809;SPC MI N     -   288,360.    7,926,990.      MT  (+/- 180 meters Scaled)
 AC5809
 AC5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT270471(NAD 83)
 AC5809
 AC5809                          SUPERSEDED SURVEY CONTROL
 AC5809
 AC5809.No superseded survey control is available for this station.
 AC5809
 AC5809_MARKER: DD = SURVEY DISK
 AC5809_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5809_SP_SET: BUILDING
 AC5809_MARK LOGO: USLS
 AC5809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5809+STABILITY: SURFACE MOTION
 AC5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5809+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5809
 AC5809  HISTORY     - Date     Condition        Report By
 AC5809  HISTORY     - UNK      MONUMENTED       USLS
 AC5809  HISTORY     - 19960717 GOOD             NGS
 AC5809
 AC5809                          STATION DESCRIPTION
 AC5809
 AC5809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5809'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5809'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5809'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5809'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, SET VERTICALLY
 AC5809'IN THE CENTER OF THE EAST AFCE OF THE STONE HEADER OF THE BASEMENT
 AC5809'WINDOW OF A LIGHTHOUSE, 3.9 M (12.8 FT) SOUTH OF THE EXTENDED LINE OF
 AC5809'THE NORTH WALL, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.  NOTE--NO
 AC5809'STAMPING ON DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5968 ***********************************************************************
 AC5968  DESIGNATION -  909 9037 COPPER HARBOR
 AC5968  PID         -  AC5968
 AC5968  STATE/COUNTY-  MI/KEWEENAW
 AC5968  COUNTRY     -  US
 AC5968  USGS QUAD   -  FORT WILKINS (2017)
 AC5968
 AC5968                         *CURRENT SURVEY CONTROL
 AC5968  ______________________________________________________________________
 AC5968* NAD 83(1986) POSITION- 47 28 27.1    (N) 087 51 36.4    (W)   HD_HELD2
 AC5968* NAVD 88 ORTHO HEIGHT -   191.088 (meters)      626.93  (feet) ADJUSTED
 AC5968  ______________________________________________________________________
 AC5968  GEOID HEIGHT    -        -35.337 (meters)                     GEOID18
 AC5968  DYNAMIC HEIGHT  -        191.126 (meters)      627.05  (feet) COMP
 AC5968  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 AC5968
 AC5968  VERT ORDER      -  SECOND    CLASS I
 AC5968
 AC5968.The horizontal coordinates were established by autonomous hand held GPS
 AC5968.observations and have an estimated accuracy of +/- 10 meters.
 AC5968
 AC5968.The orthometric height was determined by differential leveling and
 AC5968.adjusted by the NATIONAL GEODETIC SURVEY
 AC5968.in March 1997.
 AC5968
 AC5968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5968.GEOID18 height accuracy estimate available here.
 AC5968
 AC5968.Click photographs - Photos may exist for this station.
 AC5968
 AC5968.The dynamic height is computed by dividing the NAVD 88
 AC5968.geopotential number by the normal gravity value computed on the
 AC5968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5968.degrees latitude (g = 980.6199 gals.).
 AC5968
 AC5968.The modeled gravity was interpolated from observed gravity values.
 AC5968
 AC5968;                    North         East    Units  Estimated Accuracy
 AC5968;SPC MI N     -   299,451.    7,935,158.      MT  (+/- 10 meters HH2 GPS)
 AC5968
 AC5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3519058220(NAD 83)
 AC5968
 AC5968                          SUPERSEDED SURVEY CONTROL
 AC5968
 AC5968.No superseded survey control is available for this station.
 AC5968
 AC5968_MARKER: Q = CHISELED SQUARE
 AC5968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5968_SP_SET: SILL
 AC5968_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5968+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 AC5968
 AC5968  HISTORY     - Date     Condition        Report By
 AC5968  HISTORY     - UNK      MONUMENTED
 AC5968  HISTORY     - 19960711 GOOD             NGS
 AC5968  HISTORY     - 20050808 GOOD             GEOCAC
 AC5968  HISTORY     - 20080722 GOOD             GEOCAC
 AC5968
 AC5968                          STATION DESCRIPTION
 AC5968
 AC5968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5968'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5968'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5968'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5968'CHISELED SQUARE IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF
 AC5968'THE STONE DOOR SILL FOR THE WEST ENTRANCE INTO THE LIGHTHOUSE, 1.0 M
 AC5968'(3.3 FT) SOUTH OF THE NORTHWEST CORNER OF THE LIGHTHOUSE, AND 0.1 M
 AC5968'(0.3 FT) ABOVE THE LEVEL OF A SIDEWALK.
 AC5968
 AC5968                          STATION RECOVERY (2005)
 AC5968
 AC5968'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5968'RECOVERED IN GOOD CONDITION.
 AC5968
 AC5968                          STATION RECOVERY (2008)
 AC5968
 AC5968'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AC5968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5971 ***********************************************************************
 AC5971  DESIGNATION -  909 9037 HIP
 AC5971  PID         -  AC5971
 AC5971  STATE/COUNTY-  MI/KEWEENAW
 AC5971  COUNTRY     -  US
 AC5971  USGS QUAD   -  LAKE MEDORA (2017)
 AC5971
 AC5971                         *CURRENT SURVEY CONTROL
 AC5971  ______________________________________________________________________
 AC5971* NAD 83(1986) POSITION- 47 28 14.     (N) 087 53 26.     (W)   SCALED
 AC5971* NAVD 88 ORTHO HEIGHT -   183.826 (meters)      603.10  (feet) ADJUSTED
 AC5971  ______________________________________________________________________
 AC5971  GEOID HEIGHT    -        -35.280 (meters)                     GEOID18
 AC5971  DYNAMIC HEIGHT  -        183.862 (meters)      603.22  (feet) COMP
 AC5971  MODELED GRAVITY -    980,806.1   (mgal)                       NAVD 88
 AC5971
 AC5971  VERT ORDER      -  SECOND    CLASS I
 AC5971
 AC5971.The horizontal coordinates were scaled from a map and have
 AC5971.an estimated accuracy of +/- 6 seconds.
 AC5971
 AC5971.The orthometric height was determined by differential leveling and
 AC5971.adjusted by the NATIONAL GEODETIC SURVEY
 AC5971.in March 1997.
 AC5971
 AC5971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5971.GEOID18 height accuracy estimate available here.
 AC5971
 AC5971.Click photographs - Photos may exist for this station.
 AC5971
 AC5971.The dynamic height is computed by dividing the NAVD 88
 AC5971.geopotential number by the normal gravity value computed on the
 AC5971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5971.degrees latitude (g = 980.6199 gals.).
 AC5971
 AC5971.The modeled gravity was interpolated from observed gravity values.
 AC5971
 AC5971;                    North         East    Units  Estimated Accuracy
 AC5971;SPC MI N     -   299,070.    7,932,860.      MT  (+/- 180 meters Scaled)
 AC5971
 AC5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT328578(NAD 83)
 AC5971
 AC5971                          SUPERSEDED SURVEY CONTROL
 AC5971
 AC5971.No superseded survey control is available for this station.
 AC5971
 AC5971_MARKER: I = METAL ROD
 AC5971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC5971_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5971+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC5971
 AC5971  HISTORY     - Date     Condition        Report By
 AC5971  HISTORY     - UNK      MONUMENTED
 AC5971  HISTORY     - 19960711 GOOD             NGS
 AC5971
 AC5971                          STATION DESCRIPTION
 AC5971
 AC5971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5971'IN COPPER HARBOR, AT THE INTERSECTION 5TH STREET AND BROCKWAY AVENUE,
 AC5971'39.0 M (128.0 FT) NORTH OF THE AVENUE CENTER, 3.5 M (11.5 FT) EAST OF
 AC5971'THE EXTENDED STREET CENTER, 0.9 M (3.0 FT) SOUTH OF UTILITY POLE
 AC5971'NUMBER 43, 0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF A HIP ROOF
 AC5971'HOUSE, AND THE ROD IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AC5971'NOTE--THE MARK IS ON PROPERTY OWNED BY CHRISTINE J.  PROTZEL, 505
 AC5971'BROCKWAY AVENUE, COPPER HARBOR, MI 49918.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5967 ***********************************************************************
 AC5967  DESIGNATION -  909 9037 LIGHT
 AC5967  PID         -  AC5967
 AC5967  STATE/COUNTY-  MI/KEWEENAW
 AC5967  COUNTRY     -  US
 AC5967  USGS QUAD   -  FORT WILKINS (2017)
 AC5967
 AC5967                         *CURRENT SURVEY CONTROL
 AC5967  ______________________________________________________________________
 AC5967* NAD 83(1986) POSITION- 47 28 27.2    (N) 087 51 37.3    (W)   HD_HELD2
 AC5967* NAVD 88 ORTHO HEIGHT -   190.306 (meters)      624.36  (feet) ADJUSTED
 AC5967  ______________________________________________________________________
 AC5967  GEOID HEIGHT    -        -35.336 (meters)                     GEOID18
 AC5967  DYNAMIC HEIGHT  -        190.344 (meters)      624.49  (feet) COMP
 AC5967  MODELED GRAVITY -    980,809.0   (mgal)                       NAVD 88
 AC5967
 AC5967  VERT ORDER      -  SECOND    CLASS I
 AC5967
 AC5967.The horizontal coordinates were established by autonomous hand held GPS
 AC5967.observations and have an estimated accuracy of +/- 10 meters.
 AC5967
 AC5967.The orthometric height was determined by differential leveling and
 AC5967.adjusted by the NATIONAL GEODETIC SURVEY
 AC5967.in March 1997.
 AC5967
 AC5967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5967.GEOID18 height accuracy estimate available here.
 AC5967
 AC5967.Click photographs - Photos may exist for this station.
 AC5967
 AC5967.The dynamic height is computed by dividing the NAVD 88
 AC5967.geopotential number by the normal gravity value computed on the
 AC5967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5967.degrees latitude (g = 980.6199 gals.).
 AC5967
 AC5967.The modeled gravity was interpolated from observed gravity values.
 AC5967
 AC5967;                    North         East    Units  Estimated Accuracy
 AC5967;SPC MI N     -   299,454.    7,935,139.      MT  (+/- 10 meters HH2 GPS)
 AC5967
 AC5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3517158223(NAD 83)
 AC5967
 AC5967                          SUPERSEDED SURVEY CONTROL
 AC5967
 AC5967.No superseded survey control is available for this station.
 AC5967
 AC5967_MARKER: Q = CHISELED SQUARE
 AC5967_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5967_SP_SET: LIGHT TOWER FOOTING
 AC5967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5967+STABILITY: SURFACE MOTION
 AC5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5967+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AC5967
 AC5967  HISTORY     - Date     Condition        Report By
 AC5967  HISTORY     - UNK      MONUMENTED
 AC5967  HISTORY     - 19960711 GOOD             NGS
 AC5967  HISTORY     - 20050808 GOOD             GEOCAC
 AC5967  HISTORY     - 20080722 GOOD             GEOCAC
 AC5967
 AC5967                          STATION DESCRIPTION
 AC5967
 AC5967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5967'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5967'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5967'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5967'CHISELED SQUARE IN TOP OF AND 0.6 M (2.0 FT) NORTHWEST OF THE
 AC5967'SOUTHEAST CORNER OF A CONCRETE FOOTING FOR THE SOUTHEAST LEG OF A
 AC5967'LIGHT TOWER, 22.5 M (73.8 FT) WEST OF THE SOUTHWEST CORNER OF THE
 AC5967'LIGHTHOUSE, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3
 AC5967'FT) SOUTHEAST OF THE TOWER LEG.
 AC5967
 AC5967                          STATION RECOVERY (2005)
 AC5967
 AC5967'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5967'RECOVERED IN GOOD CONDITION.
 AC5967
 AC5967                          STATION RECOVERY (2008)
 AC5967
 AC5967'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AC5967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5966 ***********************************************************************
 AC5966  DESIGNATION -  909 9037 OUTCROP
 AC5966  PID         -  AC5966
 AC5966  STATE/COUNTY-  MI/KEWEENAW
 AC5966  COUNTRY     -  US
 AC5966  USGS QUAD   -  FORT WILKINS (2017)
 AC5966
 AC5966                         *CURRENT SURVEY CONTROL
 AC5966  ______________________________________________________________________
 AC5966* NAD 83(1986) POSITION- 47 28 25.1    (N) 087 51 37.2    (W)   HD_HELD2
 AC5966* NAVD 88 ORTHO HEIGHT -   184.976 (meters)      606.88  (feet) ADJUSTED
 AC5966  ______________________________________________________________________
 AC5966  GEOID HEIGHT    -        -35.336 (meters)                     GEOID18
 AC5966  DYNAMIC HEIGHT  -        185.013 (meters)      607.00  (feet) COMP
 AC5966  MODELED GRAVITY -    980,808.9   (mgal)                       NAVD 88
 AC5966
 AC5966  VERT ORDER      -  SECOND    CLASS I
 AC5966
 AC5966.The horizontal coordinates were established by autonomous hand held GPS
 AC5966.observations and have an estimated accuracy of +/- 10 meters.
 AC5966
 AC5966.The orthometric height was determined by differential leveling and
 AC5966.adjusted by the NATIONAL GEODETIC SURVEY
 AC5966.in March 1997.
 AC5966
 AC5966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5966.GEOID18 height accuracy estimate available here.
 AC5966
 AC5966.Click photographs - Photos may exist for this station.
 AC5966
 AC5966.The dynamic height is computed by dividing the NAVD 88
 AC5966.geopotential number by the normal gravity value computed on the
 AC5966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5966.degrees latitude (g = 980.6199 gals.).
 AC5966
 AC5966.The modeled gravity was interpolated from observed gravity values.
 AC5966
 AC5966;                    North         East    Units  Estimated Accuracy
 AC5966;SPC MI N     -   299,389.    7,935,141.      MT  (+/- 10 meters HH2 GPS)
 AC5966
 AC5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3517358158(NAD 83)
 AC5966
 AC5966                          SUPERSEDED SURVEY CONTROL
 AC5966
 AC5966.No superseded survey control is available for this station.
 AC5966
 AC5966_MARKER: Q = CHISELED SQUARE
 AC5966_SETTING: 66 = SET IN ROCK OUTCROP
 AC5966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5966+STABILITY: POSITION/ELEVATION WELL
 AC5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5966+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AC5966
 AC5966  HISTORY     - Date     Condition        Report By
 AC5966  HISTORY     - UNK      MONUMENTED
 AC5966  HISTORY     - 19960711 GOOD             NGS
 AC5966  HISTORY     - 20050808 GOOD             GEOCAC
 AC5966  HISTORY     - 20080722 GOOD             GEOCAC
 AC5966
 AC5966                          STATION DESCRIPTION
 AC5966
 AC5966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5966'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5966'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5966'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5966'CHISELED SQUARE ON THE HIGHEST POINT OF A 15 BY 25-FOOT AREA OF
 AC5966'OUTCROPPING BEDROCK, 55.0 M (180.4 FT) SOUTH OF THE SOUTHWEST CORNER
 AC5966'OF THE LIGHTHOUSE, 30.0 M (98.4 FT) WEST OF THE SOUTH CORNER OF A ROCK
 AC5966'HOUSE, AND 6.5 M (21.3 FT) WEST OF A 24-INCH BIRCH TREE.
 AC5966
 AC5966                          STATION RECOVERY (2005)
 AC5966
 AC5966'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5966'RECOVERED IN GOOD CONDITION.
 AC5966
 AC5966                          STATION RECOVERY (2008)
 AC5966
 AC5966'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AC5966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6019 ***********************************************************************
 AC6019  DESIGNATION -  909 9039 D
 AC6019  PID         -  AC6019
 AC6019  STATE/COUNTY-  MI/KEWEENAW
 AC6019  COUNTRY     -  US
 AC6019  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6019
 AC6019                         *CURRENT SURVEY CONTROL
 AC6019  ______________________________________________________________________
 AC6019* NAD 83(1986) POSITION- 47 27 32.5    (N) 088 08 58.3    (W)   HD_HELD2
 AC6019* NAVD 88 ORTHO HEIGHT -   184.491 (meters)      605.28  (feet) ADJUSTED
 AC6019  ______________________________________________________________________
 AC6019  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 AC6019  DYNAMIC HEIGHT  -        184.526 (meters)      605.40  (feet) COMP
 AC6019  MODELED GRAVITY -    980,797.9   (mgal)                       NAVD 88
 AC6019
 AC6019  VERT ORDER      -  SECOND    CLASS I
 AC6019
 AC6019.The horizontal coordinates were established by autonomous hand held GPS
 AC6019.observations and have an estimated accuracy of +/- 10 meters.
 AC6019
 AC6019.The orthometric height was determined by differential leveling and
 AC6019.adjusted by the NATIONAL GEODETIC SURVEY
 AC6019.in March 1997.
 AC6019
 AC6019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6019.GEOID18 height accuracy estimate available here.
 AC6019
 AC6019.Click photographs - Photos may exist for this station.
 AC6019
 AC6019.The dynamic height is computed by dividing the NAVD 88
 AC6019.geopotential number by the normal gravity value computed on the
 AC6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6019.degrees latitude (g = 980.6199 gals.).
 AC6019
 AC6019.The modeled gravity was interpolated from observed gravity values.
 AC6019
 AC6019;                    North         East    Units  Estimated Accuracy
 AC6019;SPC MI N     -   298,041.    7,913,316.      MT  (+/- 10 meters HH2 GPS)
 AC6019
 AC6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1335856816(NAD 83)
 AC6019
 AC6019                          SUPERSEDED SURVEY CONTROL
 AC6019
 AC6019.No superseded survey control is available for this station.
 AC6019
 AC6019_MARKER: DB = BENCH MARK DISK
 AC6019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6019_SP_SET: RAMP
 AC6019_STAMPING: 9039 D 1982
 AC6019_MARK LOGO: NOS
 AC6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6019+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 AC6019
 AC6019  HISTORY     - Date     Condition        Report By
 AC6019  HISTORY     - 1982     MONUMENTED       NOS
 AC6019  HISTORY     - 19960717 GOOD             NGS
 AC6019  HISTORY     - 20010913 GOOD             USPSQD
 AC6019  HISTORY     - 20090806 GOOD             GEOCAC
 AC6019
 AC6019                          STATION DESCRIPTION
 AC6019
 AC6019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6019'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 AC6019'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.2 KM (0.75 MI) NORTHERLY
 AC6019'ALONG EAGLE HARBOR MARINA ROAD, IN TOP OF AND 0.6 M (2.0 FT) WEST OF
 AC6019'THE EAST END OF A COMPRETE RAMP AT A BOAT HOUSE, 20.0 M (65.6 FT)
 AC6019'SOUTHWEST OF AND LEVEL WITH THE SOUTHWEST SIDE OF A PARKING AREA, 4.5
 AC6019'M (14.8 FT) EAST OF THE NORTHWEST CORNER OF THE BOAD HOUSE, AND 0.5 M
 AC6019'(1.6 FT) NORTH OF THE EAST END OF AN OVERHEAD DOOR.
 AC6019
 AC6019                          STATION RECOVERY (2001)
 AC6019
 AC6019'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6019'RECOVERED IN GOOD CONDITION.
 AC6019
 AC6019                          STATION RECOVERY (2009)
 AC6019
 AC6019'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6018 ***********************************************************************
 AC6018  DESIGNATION -  909 9039 E
 AC6018  PID         -  AC6018
 AC6018  STATE/COUNTY-  MI/KEWEENAW
 AC6018  COUNTRY     -  US
 AC6018  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6018
 AC6018                         *CURRENT SURVEY CONTROL
 AC6018  ______________________________________________________________________
 AC6018* NAD 83(2011) POSITION- 47 27 37.64418(N) 088 08 59.10141(W)   ADJUSTED
 AC6018* NAD 83(2011) ELLIP HT-   150.066 (meters)        (06/27/12)   ADJUSTED
 AC6018* NAD 83(2011) EPOCH   -  2010.00
 AC6018* NAVD 88 ORTHO HEIGHT -   184.954 (meters)      606.80  (feet) ADJUSTED
 AC6018  ______________________________________________________________________
 AC6018  GEOID HEIGHT    -        -34.899 (meters)                     GEOID18
 AC6018  NAD 83(2011) X  -    139,488.076 (meters)                     COMP
 AC6018  NAD 83(2011) Y  - -4,317,957.807 (meters)                     COMP
 AC6018  NAD 83(2011) Z  -  4,676,637.013 (meters)                     COMP
 AC6018  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 AC6018  DYNAMIC HEIGHT  -        184.990 (meters)      606.92  (feet) COMP
 AC6018  MODELED GRAVITY -    980,799.5   (mgal)                       NAVD 88
 AC6018
 AC6018  VERT ORDER      -  SECOND    CLASS I
 AC6018
 AC6018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC6018  Standards:
 AC6018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC6018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC6018  -------------------------------------------------------------------
 AC6018  NETWORK    0.64   1.31           0.30   0.20   0.67      0.02688797
 AC6018  -------------------------------------------------------------------
 AC6018  Click here for local accuracies and other accuracy information.
 AC6018
 AC6018.The horizontal coordinates were established by GPS observations
 AC6018.and adjusted by the National Geodetic Survey in June 2012.
 AC6018
 AC6018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC6018.been affixed to the stable North American tectonic plate. See 
 AC6018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC6018
 AC6018.The horizontal coordinates are valid at the epoch date displayed above
 AC6018.which is a decimal equivalence of Year/Month/Day.
 AC6018
 AC6018.The orthometric height was determined by differential leveling and
 AC6018.adjusted by the NATIONAL GEODETIC SURVEY
 AC6018.in March 1997.
 AC6018
 AC6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6018.GEOID18 height accuracy estimate available here.
 AC6018
 AC6018.Click photographs - Photos may exist for this station.
 AC6018
 AC6018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6018
 AC6018.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC6018
 AC6018.The ellipsoidal height was determined by GPS observations
 AC6018.and is referenced to NAD 83.
 AC6018
 AC6018.The dynamic height is computed by dividing the NAVD 88
 AC6018.geopotential number by the normal gravity value computed on the
 AC6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6018.degrees latitude (g = 980.6199 gals.).
 AC6018
 AC6018.The modeled gravity was interpolated from observed gravity values.
 AC6018
 AC6018. The following values were computed from the NAD 83(2011) position.
 AC6018
 AC6018;                    North         East     Units Scale Factor Converg.
 AC6018;SPC MI N     -   298,200.100 7,913,301.832   MT  1.00011405   -0 49 51.7
 AC6018;SPC MI N     -   978,346.78 25,962,276.35   iFT  1.00011405   -0 49 51.7
 AC6018;UTM  16      - 5,256,975.731   413,343.847   MT  0.99969228   -0 50 49.9
 AC6018
 AC6018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6018!SPC MI N     -   0.99997648  x   1.00011405  =   1.00009053
 AC6018!UTM  16      -   0.99997648  x   0.99969228  =   0.99966877
 AC6018
 AC6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1334356975(NAD 83)
 AC6018
 AC6018                          SUPERSEDED SURVEY CONTROL
 AC6018
 AC6018  NAD 83(2007)-  47 27 37.64419(N)    088 08 59.10188(W) AD(2002.00) A
 AC6018  ELLIP H (02/24/11)  150.070  (m)                       GP(2002.00) 3 2
 AC6018  NAVD 88             184.95   (m)          606.8    (f) LEVELING    3  
 AC6018
 AC6018.Superseded values are not recommended for survey control.
 AC6018
 AC6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6018.See file dsdata.pdf to determine how the superseded data were derived.
 AC6018
 AC6018_MARKER: DB = BENCH MARK DISK
 AC6018_SETTING: 66 = SET IN ROCK OUTCROP
 AC6018_STAMPING: 9039 E 1982
 AC6018_MARK LOGO: NOS
 AC6018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6018+STABILITY: POSITION/ELEVATION WELL
 AC6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6018+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 AC6018
 AC6018  HISTORY     - Date     Condition        Report By
 AC6018  HISTORY     - 1982     MONUMENTED       NOS
 AC6018  HISTORY     - 19960717 GOOD             NGS
 AC6018  HISTORY     - 20000910 GOOD             MIDT
 AC6018  HISTORY     - 20090618 GOOD             MIDT
 AC6018  HISTORY     - 20090806 GOOD             GEOCAC
 AC6018  HISTORY     - 20180724 GOOD             USACED
 AC6018
 AC6018                          STATION DESCRIPTION
 AC6018
 AC6018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6018'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 AC6018'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.2 KM (0.75 MI) NORTHERLY
 AC6018'ALONG EAGLE HARBOR MARINA ROAD, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 AC6018'TRACK ROAD, IN A 16 BY 30-FOOT AREA OF OUTCROPPING BEDROCK AT THE
 AC6018'WATERS EDGE, 29.0 M (95.1 FT) NORTHEAST OF THE ROAD CENTER, 4.7 M
 AC6018'(15.4 FT) WEST OF A 10-INCH PINE TREE, 2.0 M (6.6 FT) SOUTH OF THE
 AC6018'WATERS EDGE, AND 1.6 M (5.2 FT) ABOVE THE WATERS EDGE.
 AC6018
 AC6018                          STATION RECOVERY (2000)
 AC6018
 AC6018'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 AC6018'RECOVERED IN GOOD CONDITION.
 AC6018
 AC6018                          STATION RECOVERY (2009)
 AC6018
 AC6018'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 AC6018'RECOVERED AS DESCRIBED.
 AC6018
 AC6018                          STATION RECOVERY (2009)
 AC6018
 AC6018'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6018'RECOVERED IN GOOD CONDITION.
 AC6018
 AC6018                          STATION RECOVERY (2018)
 AC6018
 AC6018'RECOVERY NOTE BY USACE DETROIT DISTRICT 2018 (ATA)
 AC6018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS4002 ***********************************************************************
 DS4002  DESIGNATION -  909 9039 F
 DS4002  PID         -  DS4002
 DS4002  STATE/COUNTY-  MI/KEWEENAW
 DS4002  COUNTRY     -  US
 DS4002  USGS QUAD   -  EAGLE HARBOR (2017)
 DS4002
 DS4002                         *CURRENT SURVEY CONTROL
 DS4002  ______________________________________________________________________
 DS4002* NAD 83(2011) POSITION- 47 27 34.12003(N) 088 08 53.50900(W)   ADJUSTED
 DS4002* NAD 83(2011) ELLIP HT-   149.826 (meters)        (12/02/25)   ADJUSTED
 DS4002* NAD 83(2011) EPOCH   -  2010.00
 DS4002* NAVD 88 ORTHO HEIGHT -   184.7   (meters)      606.    (feet) GPS OBS
 DS4002  ______________________________________________________________________
 DS4002  GEOID HEIGHT    -        -34.899 (meters)                     GEOID18
 DS4002  NAD 83(2011) X  -    139,607.734 (meters)                     COMP
 DS4002  NAD 83(2011) Y  - -4,318,034.014 (meters)                     COMP
 DS4002  NAD 83(2011) Z  -  4,676,563.249 (meters)                     COMP
 DS4002  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 DS4002
 DS4002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4002  Standards:
 DS4002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4002  -------------------------------------------------------------------
 DS4002  NETWORK    0.49   0.84           0.22   0.17   0.43     -0.09382044
 DS4002  -------------------------------------------------------------------
 DS4002  Click here for local accuracies and other accuracy information.
 DS4002
 DS4002.The horizontal coordinates were established by GPS observations
 DS4002.and adjusted by the National Geodetic Survey in December 2025.
 DS4002
 DS4002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4002.been affixed to the stable North American tectonic plate. See 
 DS4002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4002
 DS4002.The horizontal coordinates are valid at the epoch date displayed above
 DS4002.which is a decimal equivalence of Year/Month/Day.
 DS4002
 DS4002.The orthometric height was determined by GPS observations and a
 DS4002.high-resolution geoid model.
 DS4002
 DS4002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4002.GEOID18 height accuracy estimate available here.
 DS4002
 DS4002.Click photographs - Photos may exist for this station.
 DS4002
 DS4002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4002
 DS4002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4002
 DS4002.The ellipsoidal height was determined by GPS observations
 DS4002.and is referenced to NAD 83.
 DS4002
 DS4002. The following values were computed from the NAD 83(2011) position.
 DS4002
 DS4002;                    North         East     Units Scale Factor Converg.
 DS4002;SPC MI N     -   298,089.564 7,913,417.387   MT  1.00011370   -0 49 47.7
 DS4002;SPC MI N     -   977,984.13 25,962,655.47   iFT  1.00011370   -0 49 47.7
 DS4002;UTM  16      - 5,256,865.209   413,459.322   MT  0.99969204   -0 50 45.8
 DS4002
 DS4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4002!SPC MI N     -   0.99997652  x   1.00011370  =   1.00009021
 DS4002!UTM  16      -   0.99997652  x   0.99969204  =   0.99966856
 DS4002
 DS4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1345956865(NAD 83)
 DS4002
 DS4002                          SUPERSEDED SURVEY CONTROL
 DS4002
 DS4002.No superseded survey control is available for this station.
 DS4002
 DS4002_MARKER: DJ = TIDAL STATION DISK
 DS4002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS4002_SP_SET: CONCRETE RAMP
 DS4002_STAMPING: 9039 F 2018
 DS4002_MARK LOGO: NOS
 DS4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4002+STABILITY: SURFACE MOTION
 DS4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4002+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 DS4002
 DS4002  HISTORY     - Date     Condition        Report By
 DS4002  HISTORY     - 20180505 MONUMENTED       COOPS
 DS4002  HISTORY     - 20181005 GOOD             WHG
 DS4002
 DS4002                          STATION DESCRIPTION
 DS4002
 DS4002'DESCRIBED BY WOODS HOLE GROUP INC 2018 (DRW)
 DS4002'THE MARK IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF GAY, 14.8 MI
 DS4002'(23.8 KM) NORTHEAST OF MOHAWK, 7.8 MI (12.6 KM) NORTHEAST OF PHOENIX,
 DS4002'3.6 MI (5.8 KM) NORTHWEST OF DELAWARE AND 0.7 MI (1.1 KM) EAST OF
 DS4002'EAGLE HARBOR.
 DS4002'
 DS4002'TO REACH THE STATION FROM THE INTERSECTION OF M-26 AND MARINA ROAD IN
 DS4002'EAGLE HARBOR, MI, PROCEED FOR 1.40 KM (0.87 MI) NORTH ALONG MARINA
 DS4002'ROAD TO THE EAGLE HARBOR STATE HARBOR BOAT RAMP.
 DS4002'
 DS4002'THE STATION IS A DISK SET FLUSH IN THE NORTHEAST CORNER OF THE
 DS4002'CONCRETE BOAT RAMP, 67.06 M (220.0 FT) EAST OF THE NORTHEAST CORNER OF
 DS4002'THE EAGLE HARBOR LIFE-SAVING STATION MUSEUM, 16.76 M (55.0 FT)
 DS4002'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD BATHROOM FACILITY,
 DS4002'13.41 M (44.0 FT) WEST-SOUTHWEST OF THE NORTH SUPPORT FOR THE EAGLE
 DS4002'HARBOR STATE HARBOR SIGN AND 18 CM (7 INCHES) SOUTHWEST OF THE
 DS4002'NORTHEAST EDGE OF THE BOAT RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6023 ***********************************************************************
 AC6023  DESIGNATION -  909 9039 HOTEL
 AC6023  PID         -  AC6023
 AC6023  STATE/COUNTY-  MI/KEWEENAW
 AC6023  COUNTRY     -  US
 AC6023  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6023
 AC6023                         *CURRENT SURVEY CONTROL
 AC6023  ______________________________________________________________________
 AC6023* NAD 83(1986) POSITION- 47 27 31.     (N) 088 09 31.     (W)   SCALED
 AC6023* NAVD 88 ORTHO HEIGHT -   185.262 (meters)      607.81  (feet) ADJUSTED
 AC6023  ______________________________________________________________________
 AC6023  GEOID HEIGHT    -        -34.883 (meters)                     GEOID18
 AC6023  DYNAMIC HEIGHT  -        185.297 (meters)      607.93  (feet) COMP
 AC6023  MODELED GRAVITY -    980,798.9   (mgal)                       NAVD 88
 AC6023
 AC6023  VERT ORDER      -  SECOND    CLASS I
 AC6023
 AC6023.The horizontal coordinates were scaled from a map and have
 AC6023.an estimated accuracy of +/- 6 seconds.
 AC6023
 AC6023.The orthometric height was determined by differential leveling and
 AC6023.adjusted by the NATIONAL GEODETIC SURVEY
 AC6023.in March 1997.
 AC6023
 AC6023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6023.GEOID18 height accuracy estimate available here.
 AC6023
 AC6023.Click photographs - Photos may exist for this station.
 AC6023
 AC6023.The dynamic height is computed by dividing the NAVD 88
 AC6023.geopotential number by the normal gravity value computed on the
 AC6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6023.degrees latitude (g = 980.6199 gals.).
 AC6023
 AC6023.The modeled gravity was interpolated from observed gravity values.
 AC6023
 AC6023;                    North         East    Units  Estimated Accuracy
 AC6023;SPC MI N     -   298,010.    7,912,630.      MT  (+/- 180 meters Scaled)
 AC6023
 AC6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT126567(NAD 83)
 AC6023
 AC6023                          SUPERSEDED SURVEY CONTROL
 AC6023
 AC6023.No superseded survey control is available for this station.
 AC6023
 AC6023_MARKER: Q = CHISELED SQUARE
 AC6023_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC6023_SP_SET: SEAWALL
 AC6023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6023+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC6023
 AC6023  HISTORY     - Date     Condition        Report By
 AC6023  HISTORY     - UNK      MONUMENTED
 AC6023  HISTORY     - 19960717 GOOD             NGS
 AC6023
 AC6023                          STATION DESCRIPTION
 AC6023
 AC6023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6023'0.2 KM (0.10 MI) EASTERLY ALONG NORTH STREET FROM THE JUNCTION OF
 AC6023'STATE HIGHWAY 26 IN EAGLE HARBOR, A CHISELED SQUARE IN TOP OF AND 0.2
 AC6023'M (0.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE SEAWALL,
 AC6023'35.0 M (114.8 FT) EAST OF THE SOUTHEAST CORNER OF THE LAKE BREEZE
 AC6023'HOTEL PARKING LOT, 20.9 M (68.6 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AC6023'OF THE HOTEL PORCH, 12.3 M (40.4 FT) EAST OF THE WEST END OF THE
 AC6023'SEAWALL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE PARKING LOT.
 AC6023'NOTE--THE MONUMENT IS ON PROPERTY OF MARCIA RALEY, LAKE BREEZE HOTEL,
 AC6023'EAGLE HARBOR, MI 49950, TELEPHONE NUMBER (906) 289-4514.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB7632 ***********************************************************************
 AB7632  DESIGNATION -  909 9041 2065
 AB7632  PID         -  AB7632
 AB7632  STATE/COUNTY-  MI/HOUGHTON
 AB7632  COUNTRY     -  US
 AB7632  USGS QUAD   -  OSKAR (2017)
 AB7632
 AB7632                         *CURRENT SURVEY CONTROL
 AB7632  ______________________________________________________________________
 AB7632* NAD 83(1986) POSITION- 47 13 36.1    (N) 088 37 31.4    (W)   HD_HELD2
 AB7632* NAVD 88 ORTHO HEIGHT -   189.588 (meters)      622.01  (feet) ADJUSTED
 AB7632  ______________________________________________________________________
 AB7632  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 AB7632  DYNAMIC HEIGHT  -        189.621 (meters)      622.11  (feet) COMP
 AB7632  MODELED GRAVITY -    980,782.9   (mgal)                       NAVD 88
 AB7632
 AB7632  VERT ORDER      -  FIRST     CLASS II
 AB7632
 AB7632.The horizontal coordinates were established by autonomous hand held GPS
 AB7632.observations and have an estimated accuracy of +/- 10 meters.
 AB7632
 AB7632.The orthometric height was determined by differential leveling and
 AB7632.adjusted by the NATIONAL GEODETIC SURVEY
 AB7632.in July 2002.
 AB7632
 AB7632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7632.GEOID18 height accuracy estimate available here.
 AB7632
 AB7632.Click photographs - Photos may exist for this station.
 AB7632
 AB7632.The dynamic height is computed by dividing the NAVD 88
 AB7632.geopotential number by the normal gravity value computed on the
 AB7632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7632.degrees latitude (g = 980.6199 gals.).
 AB7632
 AB7632.The modeled gravity was interpolated from observed gravity values.
 AB7632
 AB7632;                    North         East    Units  Estimated Accuracy
 AB7632;SPC MI N     -   272,842.    7,876,907.      MT  (+/- 10 meters HH2 GPS)
 AB7632
 AB7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7695331637(NAD 83)
 AB7632
 AB7632                          SUPERSEDED SURVEY CONTROL
 AB7632
 AB7632.No superseded survey control is available for this station.
 AB7632
 AB7632_MARKER: DD = SURVEY DISK
 AB7632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7632_STAMPING: 2065
 AB7632_MARK LOGO: USACE
 AB7632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7632+STABILITY: SURFACE MOTION
 AB7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7632+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 AB7632
 AB7632  HISTORY     - Date     Condition        Report By
 AB7632  HISTORY     - UNK      MONUMENTED       USACE
 AB7632  HISTORY     - 19960709 GOOD             NGS
 AB7632  HISTORY     - 20220922 GOOD             MTECH
 AB7632
 AB7632                          STATION DESCRIPTION
 AB7632
 AB7632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7632'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7632'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG
 AB7632'BEAR LAKE ROAD, 117.3 M (384.8 FT) SOUTHWEST OF THE ROAD CENTER, 54.8
 AB7632'M (179.8 FT) SOUTH OF BENCH MARK PORTAGE A, 29.2 M (95.8 FT) EAST OF
 AB7632'LIGHT TOWER NUMBER 76, 14.3 M (46.9 FT) WEST OF THE CENTER OF A TRACK
 AB7632'ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT)
 AB7632'WEST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AB7632'THE U.S.  COAST GUARD, ROUTE 1, BOX 81, HANCOCK, MI 49930, TELEPHONE
 AB7632'NUMBER (906) 482-5620.
 AB7632
 AB7632                          STATION RECOVERY (2022)
 AB7632
 AB7632'RECOVERY NOTE BY HIGHLANDS COLLEGE OF MONTANA TECH 2022 (JB)
 AB7632'THE DISK IS PLACED IN A CONCRETE MONUMENT.  THE CONCRETE MONUMENT IS
 AB7632'PLACED INSIDE A PVC PIPE.  THERE IS AN ORANGE CARBONITE MARKER TO THE
 AB7632'EAST OF THE MONUMENT AND THE MONUMENT SITS TO THE WEST OF THE MARKER.
 AB7632'THE MONUMENT IS ALSO ON THE SIDE OF A HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB7633 ***********************************************************************
 AB7633  DESIGNATION -  909 9041 2066
 AB7633  PID         -  AB7633
 AB7633  STATE/COUNTY-  MI/HOUGHTON
 AB7633  COUNTRY     -  US
 AB7633  USGS QUAD   -  HANCOCK (2017)
 AB7633
 AB7633                         *CURRENT SURVEY CONTROL
 AB7633  ______________________________________________________________________
 AB7633* NAD 83(1986) POSITION- 47 13 39.     (N) 088 37 24.     (W)   SCALED
 AB7633* NAVD 88 ORTHO HEIGHT -   184.572 (meters)      605.55  (feet) ADJUSTED
 AB7633  ______________________________________________________________________
 AB7633  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 AB7633  DYNAMIC HEIGHT  -        184.604 (meters)      605.66  (feet) COMP
 AB7633  MODELED GRAVITY -    980,784.8   (mgal)                       NAVD 88
 AB7633
 AB7633  VERT ORDER      -  FIRST     CLASS II
 AB7633
 AB7633.The horizontal coordinates were scaled from a map and have
 AB7633.an estimated accuracy of +/- 6 seconds.
 AB7633
 AB7633.The orthometric height was determined by differential leveling and
 AB7633.adjusted by the NATIONAL GEODETIC SURVEY
 AB7633.in July 2002.
 AB7633
 AB7633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7633.GEOID18 height accuracy estimate available here.
 AB7633
 AB7633.Click photographs - Photos may exist for this station.
 AB7633
 AB7633.The dynamic height is computed by dividing the NAVD 88
 AB7633.geopotential number by the normal gravity value computed on the
 AB7633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7633.degrees latitude (g = 980.6199 gals.).
 AB7633
 AB7633.The modeled gravity was interpolated from observed gravity values.
 AB7633
 AB7633;                    North         East    Units  Estimated Accuracy
 AB7633;SPC MI N     -   272,930.    7,877,070.      MT  (+/- 180 meters Scaled)
 AB7633
 AB7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT771317(NAD 83)
 AB7633
 AB7633                          SUPERSEDED SURVEY CONTROL
 AB7633
 AB7633.No superseded survey control is available for this station.
 AB7633
 AB7633_STAMPING: 2066
 AB7633_MARK LOGO: USACE
 AB7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7633+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AB7633
 AB7633  HISTORY     - Date     Condition        Report By
 AB7633  HISTORY     - UNK      MONUMENTED       NGS
 AB7633  HISTORY     - 19960709 GOOD             NGS
 AB7633  HISTORY     - 20171010 MARK NOT FOUND   WHG
 AB7633
 AB7633                          STATION DESCRIPTION
 AB7633
 AB7633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7633'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7633'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 AB7633'BEAR LAKE ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A DRIVEWAY
 AB7633'LEADING TO A BOAT HOUSE, 17.7 M (58.1 FT) WEST OF A STEEL RETAINING
 AB7633'WALL, 6.6 M (21.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A BOAT HOUSE
 AB7633'(BUILDING 4) , 2.0 M (6.6 FT) EAST OF THE EAST END OF A CULVERT, 0.5 M
 AB7633'(1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AB7633'OF THE DRIVEWAY.  NOTE--THE MONUMENT IS ON PR0PERTY OWNED BY THE U.S.
 AB7633'COAST GUARD, ROUTE 1, BOX 81, HANCOCK, MI 49930, TELEPHONE NUMBER
 AB7633'(906) 482-5620.
 AB7633
 AB7633                          STATION RECOVERY (2017)
 AB7633
 AB7633'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 AB7633'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8049 ***********************************************************************
 AA8049  DESIGNATION -  909 9041 G
 AA8049  PID         -  AA8049
 AA8049  STATE/COUNTY-  MI/HOUGHTON
 AA8049  COUNTRY     -  US
 AA8049  USGS QUAD   -  HANCOCK (2017)
 AA8049
 AA8049                         *CURRENT SURVEY CONTROL
 AA8049  ______________________________________________________________________
 AA8049* NAD 83(2011) POSITION- 47 13 30.33363(N) 088 37 24.98894(W)   ADJUSTED
 AA8049* NAD 83(2011) ELLIP HT-   156.723 (meters)        (06/27/12)   ADJUSTED
 AA8049* NAD 83(2011) EPOCH   -  2010.00
 AA8049* NAVD 88 ORTHO HEIGHT -   190.388 (meters)      624.63  (feet) ADJUSTED
 AA8049  ______________________________________________________________________
 AA8049  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 AA8049  NAD 83(2011) X  -    104,234.940 (meters)                     COMP
 AA8049  NAD 83(2011) Y  - -4,338,207.043 (meters)                     COMP
 AA8049  NAD 83(2011) Z  -  4,658,910.322 (meters)                     COMP
 AA8049  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 AA8049  DYNAMIC HEIGHT  -        190.421 (meters)      624.74  (feet) COMP
 AA8049  MODELED GRAVITY -    980,782.8   (mgal)                       NAVD 88
 AA8049
 AA8049  VERT ORDER      -  FIRST     CLASS II
 AA8049
 AA8049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8049  Standards:
 AA8049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8049  -------------------------------------------------------------------
 AA8049  NETWORK    0.61   0.71           0.28   0.20   0.36     -0.14729992
 AA8049  -------------------------------------------------------------------
 AA8049  Click here for local accuracies and other accuracy information.
 AA8049
 AA8049.This is a reference station for the UPPER KEWEENAW 1
 AA8049.National Continuously Operating Reference Station (KEW1).
 AA8049
 AA8049.The horizontal coordinates were established by GPS observations
 AA8049.and adjusted by the National Geodetic Survey in June 2012.
 AA8049
 AA8049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8049.been affixed to the stable North American tectonic plate. See 
 AA8049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8049
 AA8049.The horizontal coordinates are valid at the epoch date displayed above
 AA8049.which is a decimal equivalence of Year/Month/Day.
 AA8049
 AA8049.The orthometric height was determined by differential leveling and
 AA8049.adjusted by the NATIONAL GEODETIC SURVEY
 AA8049.in July 2002.
 AA8049
 AA8049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8049.GEOID18 height accuracy estimate available here.
 AA8049
 AA8049.Click photographs - Photos may exist for this station.
 AA8049
 AA8049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8049
 AA8049.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8049
 AA8049.The ellipsoidal height was determined by GPS observations
 AA8049.and is referenced to NAD 83.
 AA8049
 AA8049.The dynamic height is computed by dividing the NAVD 88
 AA8049.geopotential number by the normal gravity value computed on the
 AA8049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8049.degrees latitude (g = 980.6199 gals.).
 AA8049
 AA8049.The modeled gravity was interpolated from observed gravity values.
 AA8049
 AA8049. The following values were computed from the NAD 83(2011) position.
 AA8049
 AA8049;                    North         East     Units Scale Factor Converg.
 AA8049;SPC MI N     -   272,661.496 7,877,038.396   MT  1.00003771   -1 10 24.7
 AA8049;SPC MI N     -   894,558.71 25,843,301.82   iFT  1.00003771   -1 10 24.7
 AA8049;UTM  16      - 5,231,456.841   377,084.877   MT  0.99978568   -1 11 30.9
 AA8049
 AA8049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8049!SPC MI N     -   0.99997543  x   1.00003771  =   1.00001314
 AA8049!UTM  16      -   0.99997543  x   0.99978568  =   0.99976112
 AA8049
 AA8049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7708431456(NAD 83)
 AA8049
 AA8049|---------------------------------------------------------------------|
 AA8049| PID    Reference Object                     Distance      Geod. Az  |
 AA8049|                                                           dddmmss.s |
 AA8049| AB6392 UPPER KEWEENAW 1 CORS L1 PHASE CENT 224.899 METERS 34612     |
 AA8049|---------------------------------------------------------------------|
 AA8049
 AA8049                          SUPERSEDED SURVEY CONTROL
 AA8049
 AA8049  NAD 83(2007)-  47 13 30.33353(N)    088 37 24.98955(W) AD(2002.00) 0
 AA8049  ELLIP H (02/10/07)  156.761  (m)                       GP(2002.00)    
 AA8049  ELLIP H (07/12/02)  156.781  (m)                       GP(       ) 3 2
 AA8049  NAD 83(1994)-  47 13 30.33380(N)    088 37 24.99016(W) AD(       ) A
 AA8049  ELLIP H (09/21/95)  156.895  (m)                       GP(       ) 2 1
 AA8049  NAVD 88             190.39   (m)          624.6    (f) LEVELING    3  
 AA8049
 AA8049.Superseded values are not recommended for survey control.
 AA8049
 AA8049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8049.See file dsdata.pdf to determine how the superseded data were derived.
 AA8049
 AA8049_MARKER: DB = BENCH MARK DISK
 AA8049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8049_SP_SET: BASE OF TOWER
 AA8049_STAMPING: 9041 G 1982
 AA8049_MARK LOGO: NOS
 AA8049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8049+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 AA8049
 AA8049  HISTORY     - Date     Condition        Report By
 AA8049  HISTORY     - 1982     MONUMENTED       NOS
 AA8049  HISTORY     - 19940726 GOOD             NGS
 AA8049  HISTORY     - 19960519 GOOD             NGS
 AA8049  HISTORY     - 19960709 GOOD             NGS
 AA8049  HISTORY     - 20090718 GOOD             INDIV
 AA8049  HISTORY     - 20220908 GOOD             INDIV
 AA8049
 AA8049                          STATION DESCRIPTION
 AA8049
 AA8049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8049'NOTE--CABLE GATE IS NOT PADLOCKED.
 AA8049'
 AA8049'STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF HANCOCK, 0.8 KM
 AA8049'(0.50 MI) SOUTH OF THE EAST SIDE OF THE CONFLUENCE OF PORTAGE LAKE AND
 AA8049'LAKE SUPERIOR, IN A GRASS TRIANGLE FORMED BY 3 CONCRETE SIDEWALKS ON
 AA8049'THE GROUNDS OF THE OLD COAST GUARD STATION.  OWNERSHIP--U.S. COAST
 AA8049'GUARD, ROUTE 1, BOX 81, HANCOCK MI 49930.  CONTACT DICK OTT, PHONE
 AA8049'906-482-5620, AT THE FACILITY, OR JIM GLAZ, USCG SAULT STE MARIE,
 AA8049'PHONE 906-635-3262.
 AA8049'
 AA8049'TO REACH FROM THE CENTER OF THE U.S. HIGHWAY 41 BRIDGE BETWEEN HANCOCK
 AA8049'AND HOUGHTON, GO NORTH, THEN WEST ON HIGHWAY 41 FOR 1.66 KM (1.05 MI)
 AA8049'TO A FORK.  KEEP LEFT, WEST, THEN NORTH ON STATE HIGHWAY 203 FOR 14.03
 AA8049'KM (8.70 MI) TO A CROSSROAD.  TURN LEFT, WEST, THEN SOUTH ON BEAR LAKE
 AA8049'ROAD FOR 0.48 KM (0.30 MI) TO CABLE GATE AT OLD COAST GUARD STATION.
 AA8049'PASS THROUGH GATE AND CONTINUE SOUTH ON PAVED ROAD FOR ABOUT 0.1 MI
 AA8049'(0.2 KM) TO THE STATION ON THE RIGHT, IN THE REAR LAWN OF AND JUST
 AA8049'SOUTH OF THE SECOND BUILDING ON THE RIGHT AFTER PASSING THROUGH THE
 AA8049'CABLE GATE.
 AA8049'
 AA8049'STATION MARK IS A DISK SET IN THE TOP OF THE SOUTHWEST ONE OF FOUR 0.5
 AA8049'M (1.6 FT) SQUARE CONCRETE BASES FOR THE LEGS OF A NOW-REMOVED TOWER.
 AA8049'STATION PROJECTS 15 CM .  IT IS 54.3 M (178.1 FT) WEST OF THE CENTER
 AA8049'OF THE PAVED ROAD, 22.8 M (74.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 AA8049'CORNER OF THE SECOND WHITE BUILDING ON THE RIGHT PAST THE CABLE GATE,
 AA8049'24.4 M (80.1 FT) NORTHEAST OF A UTILITY POLE WITH LIGHT ON THE EAST
 AA8049'SIDE OF BUILDING 4, 7.0 M (23.0 FT) WEST OF THE WEST EDGE OF A
 AA8049'CONCRETE SIDEWALK AND 5.8 M (19.0 FT) NORTH OF THE NORTH EDGE OF A
 AA8049'CONCRETE SIDEWALK LEADING TO BUILDING 4.
 AA8049
 AA8049                          STATION RECOVERY (1996)
 AA8049
 AA8049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AA8049'RECOVERED AS DESCRIBED.
 AA8049
 AA8049                          STATION RECOVERY (1996)
 AA8049
 AA8049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA8049'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AA8049'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 AA8049'BEAR LAKE ROAD, NEAR THE CENTER OF A CONCRETE FOOTING FOR A FLAG POLE
 AA8049'(FLAG POLE REMOVED) , NEAR THE CENTER OF A TRIANGULAR SHAPED GRASSY
 AA8049'AREA FORMED BY 3 SIDEWALKS, 54.3 M (178.1 FT) WEST OF THE ROAD CENTER,
 AA8049'23.0 M (75.5 FT) NORTHEAST OF THE NORTH EDGE OF A SET OF STEPS LEADING
 AA8049'TO HOUSE NUMBER 4, 22.6 M (74.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AA8049'OF THE 2ND HOUSE SOUTH OF THE ENTRANCE GATE, 6.3 M (20.7 FT) NORTH OF
 AA8049'A SIDEWALK, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE
 AA8049'MONUMENT IS ON PR0PERTY OWNED BY THE U.S. COAST GUARD, ROUTE 1, BOX
 AA8049'81, HANCOCK, MI 49930, TELEPHONE NUMBER (906) 482-5620.
 AA8049
 AA8049                          STATION RECOVERY (2009)
 AA8049
 AA8049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BLJ)
 AA8049'RECOVERED IN GOOD CONDITION.
 AA8049
 AA8049                          STATION RECOVERY (2022)
 AA8049
 AA8049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (BB)
 AA8049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB7634 ***********************************************************************
 AB7634  DESIGNATION -  909 9041 KEWEENAW
 AB7634  PID         -  AB7634
 AB7634  STATE/COUNTY-  MI/HOUGHTON
 AB7634  COUNTRY     -  US
 AB7634  USGS QUAD   -  HANCOCK (2017)
 AB7634
 AB7634                         *CURRENT SURVEY CONTROL
 AB7634  ______________________________________________________________________
 AB7634* NAD 83(1986) POSITION- 47 13 29.     (N) 088 37 25.     (W)   SCALED
 AB7634* NAVD 88 ORTHO HEIGHT -   189.291 (meters)      621.03  (feet) ADJUSTED
 AB7634  ______________________________________________________________________
 AB7634  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 AB7634  DYNAMIC HEIGHT  -        189.324 (meters)      621.14  (feet) COMP
 AB7634  MODELED GRAVITY -    980,782.3   (mgal)                       NAVD 88
 AB7634
 AB7634  VERT ORDER      -  FIRST     CLASS II
 AB7634
 AB7634.The horizontal coordinates were scaled from a map and have
 AB7634.an estimated accuracy of +/- 6 seconds.
 AB7634
 AB7634.The orthometric height was determined by differential leveling and
 AB7634.adjusted by the NATIONAL GEODETIC SURVEY
 AB7634.in July 2002.
 AB7634
 AB7634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7634.GEOID18 height accuracy estimate available here.
 AB7634
 AB7634.Click photographs - Photos may exist for this station.
 AB7634
 AB7634.The dynamic height is computed by dividing the NAVD 88
 AB7634.geopotential number by the normal gravity value computed on the
 AB7634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7634.degrees latitude (g = 980.6199 gals.).
 AB7634
 AB7634.The modeled gravity was interpolated from observed gravity values.
 AB7634
 AB7634;                    North         East    Units  Estimated Accuracy
 AB7634;SPC MI N     -   272,620.    7,877,040.      MT  (+/- 180 meters Scaled)
 AB7634
 AB7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT770314(NAD 83)
 AB7634
 AB7634                          SUPERSEDED SURVEY CONTROL
 AB7634
 AB7634.No superseded survey control is available for this station.
 AB7634
 AB7634_MARKER: I = METAL ROD
 AB7634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB7634_MARK LOGO: NONE
 AB7634_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7634+STABILITY: SURFACE MOTION
 AB7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7634+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AB7634
 AB7634  HISTORY     - Date     Condition        Report By
 AB7634  HISTORY     - UNK      MONUMENTED       NONE
 AB7634  HISTORY     - 19960709 GOOD             NGS
 AB7634
 AB7634                          STATION DESCRIPTION
 AB7634
 AB7634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7634'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7634'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 AB7634'BEAR LAKE ROAD, 37.8 M (124.0 FT) WEST OF THE ROAD CENTER, 20.2 M
 AB7634'(66.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.6 M (15.1 FT) NORTH OF
 AB7634'THE NORTHWEST CORNER OF A BUILDING, IN LINE WITH THE WEST WALL OF THE
 AB7634'BUILDING, AND THE ROD IS BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT
 AB7634'IS ON PR0PERTY OWNED BY THE U.S.  COAST GUARD, ROUTE 1, BOX 81,
 AB7634'HANCOCK, MI 49930, TELEPHONE NUMBER (906) 482-5620.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB7629 ***********************************************************************
 AB7629  DESIGNATION -  909 9041 NEWMAN
 AB7629  PID         -  AB7629
 AB7629  STATE/COUNTY-  MI/HOUGHTON
 AB7629  COUNTRY     -  US
 AB7629  USGS QUAD   -  HANCOCK (2017)
 AB7629
 AB7629                         *CURRENT SURVEY CONTROL
 AB7629  ______________________________________________________________________
 AB7629* NAD 83(1986) POSITION- 47 12 30.0    (N) 088 37 06.0    (W)   HD_HELD2
 AB7629* NAVD 88 ORTHO HEIGHT -   184.642 (meters)      605.78  (feet) ADJUSTED
 AB7629  ______________________________________________________________________
 AB7629  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 AB7629  DYNAMIC HEIGHT  -        184.673 (meters)      605.88  (feet) COMP
 AB7629  MODELED GRAVITY -    980,778.3   (mgal)                       NAVD 88
 AB7629
 AB7629  VERT ORDER      -  FIRST     CLASS II
 AB7629
 AB7629.The horizontal coordinates were established by autonomous hand held GPS
 AB7629.observations and have an estimated accuracy of +/- 10 meters.
 AB7629
 AB7629.The orthometric height was determined by differential leveling and
 AB7629.adjusted by the NATIONAL GEODETIC SURVEY
 AB7629.in July 2002.
 AB7629
 AB7629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7629.GEOID18 height accuracy estimate available here.
 AB7629
 AB7629.Click photographs - Photos may exist for this station.
 AB7629
 AB7629.The dynamic height is computed by dividing the NAVD 88
 AB7629.geopotential number by the normal gravity value computed on the
 AB7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7629.degrees latitude (g = 980.6199 gals.).
 AB7629
 AB7629.The modeled gravity was interpolated from observed gravity values.
 AB7629
 AB7629;                    North         East    Units  Estimated Accuracy
 AB7629;SPC MI N     -   270,790.    7,877,400.      MT  (+/- 10 meters HH2 GPS)
 AB7629
 AB7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7744529586(NAD 83)
 AB7629
 AB7629                          SUPERSEDED SURVEY CONTROL
 AB7629
 AB7629.No superseded survey control is available for this station.
 AB7629
 AB7629_MARKER: DD = SURVEY DISK
 AB7629_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB7629+WITH SETTING: PAVEMENT
 AB7629_SP_SET: FOOTING
 AB7629_STAMPING: NEWMAN 1991
 AB7629_MARK LOGO: USACE
 AB7629_PROJECTION: FLUSH
 AB7629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7629+STABILITY: SURFACE MOTION
 AB7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7629+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2022
 AB7629
 AB7629  HISTORY     - Date     Condition        Report By
 AB7629  HISTORY     - 1991     MONUMENTED       USACE
 AB7629  HISTORY     - 19960709 GOOD             NGS
 AB7629  HISTORY     - 19980929 GOOD             MIDT
 AB7629  HISTORY     - 20060621 GOOD             GEOCAC
 AB7629  HISTORY     - 20220826 GOOD             PROFLN
 AB7629
 AB7629                          STATION DESCRIPTION
 AB7629
 AB7629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7629'11.7 KM (7.25 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7629'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG
 AB7629'A ROAD LEADING TO A BOAT RAMP, NEAR THE SOUTHWEST CORNER OF THE
 AB7629'CONCRETE FOOTING FOR WATERWAY LIGHT NUMBER 68 AT THE END OF A PIER,
 AB7629'17.7 M (58.1 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK AT THE CENTER
 AB7629'OF A GATE, 4.0 M (13.1 FT) SOUTH OF THE EXTENDED ROAD CENTER, AND 0.2
 AB7629'M (0.7 FT) ABOVE THE LEVEL OF THE PIER.
 AB7629
 AB7629                          STATION RECOVERY (1998)
 AB7629
 AB7629'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 AB7629'RECOVERED AS DESCRIBED.
 AB7629
 AB7629                          STATION RECOVERY (2006)
 AB7629
 AB7629'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 AB7629'RECOVERED IN GOOD CONDITION.
 AB7629
 AB7629                          STATION RECOVERY (2022)
 AB7629
 AB7629'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 AB7629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB7631 ***********************************************************************
 AB7631  DESIGNATION -  909 9041 PIER
 AB7631  PID         -  AB7631
 AB7631  STATE/COUNTY-  MI/HOUGHTON
 AB7631  COUNTRY     -  US
 AB7631  USGS QUAD   -  HANCOCK (2017)
 AB7631
 AB7631                         *CURRENT SURVEY CONTROL
 AB7631  ______________________________________________________________________
 AB7631* NAD 83(1986) POSITION- 47 13 01.     (N) 088 37 10.     (W)   SCALED
 AB7631* NAVD 88 ORTHO HEIGHT -   184.562 (meters)      605.52  (feet) ADJUSTED
 AB7631  ______________________________________________________________________
 AB7631  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 AB7631  DYNAMIC HEIGHT  -        184.594 (meters)      605.62  (feet) COMP
 AB7631  MODELED GRAVITY -    980,780.0   (mgal)                       NAVD 88
 AB7631
 AB7631  VERT ORDER      -  FIRST     CLASS II
 AB7631
 AB7631.The horizontal coordinates were scaled from a map and have
 AB7631.an estimated accuracy of +/- 6 seconds.
 AB7631
 AB7631.The orthometric height was determined by differential leveling and
 AB7631.adjusted by the NATIONAL GEODETIC SURVEY
 AB7631.in July 2002.
 AB7631
 AB7631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7631.GEOID18 height accuracy estimate available here.
 AB7631
 AB7631.Click photographs - Photos may exist for this station.
 AB7631
 AB7631.The dynamic height is computed by dividing the NAVD 88
 AB7631.geopotential number by the normal gravity value computed on the
 AB7631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7631.degrees latitude (g = 980.6199 gals.).
 AB7631
 AB7631.The modeled gravity was interpolated from observed gravity values.
 AB7631
 AB7631;                    North         East    Units  Estimated Accuracy
 AB7631;SPC MI N     -   271,750.    7,877,340.      MT  (+/- 180 meters Scaled)
 AB7631
 AB7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT773305(NAD 83)
 AB7631
 AB7631                          SUPERSEDED SURVEY CONTROL
 AB7631
 AB7631.No superseded survey control is available for this station.
 AB7631
 AB7631_MARKER: DD = SURVEY DISK
 AB7631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7631_SP_SET: PIER
 AB7631_STAMPING: ER L1 19
 AB7631_MARK LOGO: USLS
 AB7631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7631+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AB7631
 AB7631  HISTORY     - Date     Condition        Report By
 AB7631  HISTORY     - 1941     MONUMENTED       USLS
 AB7631  HISTORY     - 19960709 GOOD             NGS
 AB7631  HISTORY     - 20060621 GOOD             GEOCAC
 AB7631
 AB7631                          STATION DESCRIPTION
 AB7631
 AB7631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7631'11.7 KM (7.25 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7631'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 AB7631'A ROAD LEADING TO LILY POND, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG A
 AB7631'PIER, NEAR THE NORTH CORNER OF THE HARBOR OF REFUGE MOORING PIER, 7.7
 AB7631'M (25.3 FT) NORTHWEST OF THE NORTH MOORING POST, AND 7.6 M (24.9 FT)
 AB7631'NORTHEAST OF WATERWAY LIGHT NUMBER 70.  NOTE--THE DISK HAS BEEN
 AB7631'SCRAPED AND ALL THAT REMAINS OF THE ORIGINAL STAMPING IS AS ABOVE.
 AB7631
 AB7631                          STATION RECOVERY (2006)
 AB7631
 AB7631'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 AB7631'THE CONCRETE PIER WALL IS LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1512 ***********************************************************************
 RL1512  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RL1512  DESIGNATION -  909 9044 2
 RL1512  PID         -  RL1512
 RL1512  STATE/COUNTY-  MI/ONTONAGON
 RL1512  COUNTRY     -  US
 RL1512  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL1512
 RL1512                         *CURRENT SURVEY CONTROL
 RL1512  ______________________________________________________________________
 RL1512* NAD 83(1986) POSITION- 46 52 24.1    (N) 089 19 33.0    (W)   HD_HELD2
 RL1512* NAVD 88 ORTHO HEIGHT -   185.413 (meters)      608.31  (feet) ADJUSTED
 RL1512  ______________________________________________________________________
 RL1512  GEOID HEIGHT    -        -31.457 (meters)                     GEOID18
 RL1512  DYNAMIC HEIGHT  -        185.443 (meters)      608.41  (feet) COMP
 RL1512  MODELED GRAVITY -    980,772.2   (mgal)                       NAVD 88
 RL1512
 RL1512  VERT ORDER      -  FIRST     CLASS II
 RL1512
 RL1512.The horizontal coordinates were established by autonomous hand held GPS
 RL1512.observations and have an estimated accuracy of +/- 10 meters.
 RL1512
 RL1512.The orthometric height was determined by differential leveling and
 RL1512.adjusted by the NATIONAL GEODETIC SURVEY
 RL1512.in June 1991.
 RL1512
 RL1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1512.GEOID18 height accuracy estimate available here.
 RL1512
 RL1512.This Water Level Mark is designated as VM 13375
 RL1512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RL1512
 RL1512.Click photographs - Photos may exist for this station.
 RL1512
 RL1512.The dynamic height is computed by dividing the NAVD 88
 RL1512.geopotential number by the normal gravity value computed on the
 RL1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1512.degrees latitude (g = 980.6199 gals.).
 RL1512
 RL1512.The modeled gravity was interpolated from observed gravity values.
 RL1512
 RL1512;                    North         East    Units  Estimated Accuracy
 RL1512;SPC MI N     -   234,901.    7,822,722.      MT  (+/- 10 meters HH2 GPS)
 RL1512
 RL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2276293717(NAD 83)
 RL1512
 RL1512                          SUPERSEDED SURVEY CONTROL
 RL1512
 RL1512.No superseded survey control is available for this station.
 RL1512
 RL1512_MARKER: T = CHISELED TRIANGLE
 RL1512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1512_SP_SET: WATER TABLE
 RL1512_MARK LOGO: NONE
 RL1512_PROJECTION: FLUSH
 RL1512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1512+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2015
 RL1512
 RL1512  HISTORY     - Date     Condition        Report By
 RL1512  HISTORY     - 1930     MONUMENTED       NONE
 RL1512  HISTORY     - 1987     GOOD             NOS
 RL1512  HISTORY     - 19940913 GOOD             NOS
 RL1512  HISTORY     - 19950831 GOOD             NOS
 RL1512  HISTORY     - 20010617 GOOD             USPSQD
 RL1512  HISTORY     - 20150731 GOOD             NOS
 RL1512
 RL1512                          STATION DESCRIPTION
 RL1512
 RL1512'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 RL1512'IN ONTONAGON.
 RL1512'THIS BENCH MARK IS IN ONTONAGON, ONTONAGON COUNTY, MICHIGAN, ON THE
 RL1512'WEST SIDE OF THE ONTONAGON RIVER AT THE OLD U.S. COAST GUARD LIGHT
 RL1512'STATION, ON THE NORTHEAST CORNER OF THE LIGHTHOUSE DWELLING, 0.8 M
 RL1512'ABOVE GROUND, BEING A CHISELED CUT FORMING A TRIANGLE ON THE CORNER
 RL1512'OF THE WATER TABLE.  U.S. B.M. IS STAMPED ON THE WATER TABLE.
 RL1512
 RL1512                          STATION RECOVERY (1994)
 RL1512
 RL1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RL1512'RECOVERED AS DESCRIBED.
 RL1512
 RL1512                          STATION RECOVERY (1995)
 RL1512
 RL1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RL1512'RECOVERED AS DESCRIBED.
 RL1512
 RL1512                          STATION RECOVERY (2001)
 RL1512
 RL1512'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1512'RECOVERED IN GOOD CONDITION.
 RL1512
 RL1512                          STATION RECOVERY (2015)
 RL1512
 RL1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 RL1512'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8280 ***********************************************************************
 AE8280  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8280  DESIGNATION -  909 9044 A
 AE8280  PID         -  AE8280
 AE8280  STATE/COUNTY-  MI/ONTONAGON
 AE8280  COUNTRY     -  US
 AE8280  USGS QUAD   -  ONTONAGON SOUTH (2017)
 AE8280
 AE8280                         *CURRENT SURVEY CONTROL
 AE8280  ______________________________________________________________________
 AE8280* NAD 83(1986) POSITION- 46 52 25.59   (N) 089 19 14.77   (W)   HD_HELD1
 AE8280* NAVD 88 ORTHO HEIGHT -   186.354 (meters)      611.40  (feet) ADJUSTED
 AE8280  ______________________________________________________________________
 AE8280  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 AE8280  DYNAMIC HEIGHT  -        186.384 (meters)      611.49  (feet) COMP
 AE8280  MODELED GRAVITY -    980,770.7   (mgal)                       NAVD 88
 AE8280
 AE8280  VERT ORDER      -  SECOND    CLASS I
 AE8280
 AE8280.The horizontal coordinates were determined by differentially corrected
 AE8280.hand held GPS observations or other comparable positioning techniques
 AE8280.and have an estimated accuracy of +/- 3 meters.
 AE8280
 AE8280.The orthometric height was determined by differential leveling and
 AE8280.adjusted by the NATIONAL GEODETIC SURVEY
 AE8280.in July 1999.
 AE8280
 AE8280.No vertical observational check was made to the station.
 AE8280
 AE8280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8280.GEOID18 height accuracy estimate available here.
 AE8280
 AE8280.This Water Level Mark is designated as VM 13377
 AE8280.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8280
 AE8280.Click photographs - Photos may exist for this station.
 AE8280
 AE8280.The dynamic height is computed by dividing the NAVD 88
 AE8280.geopotential number by the normal gravity value computed on the
 AE8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8280.degrees latitude (g = 980.6199 gals.).
 AE8280
 AE8280.The modeled gravity was interpolated from observed gravity values.
 AE8280
 AE8280;                    North         East    Units  Estimated Accuracy
 AE8280;SPC MI N     -   234,935.4   7,823,109.4     MT  (+/- 3 meters HH1 GPS) 
 AE8280
 AE8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2315093752(NAD 83)
 AE8280
 AE8280                          SUPERSEDED SURVEY CONTROL
 AE8280
 AE8280.No superseded survey control is available for this station.
 AE8280
 AE8280_MARKER: DB = BENCH MARK DISK
 AE8280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8280_SP_SET: BRIDGE RETAINING WALL
 AE8280_STAMPING: 909 9044 A 1977
 AE8280_MARK LOGO: NOS
 AE8280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8280+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 AE8280
 AE8280  HISTORY     - Date     Condition        Report By
 AE8280  HISTORY     - 1977     MONUMENTED       NOS
 AE8280  HISTORY     - 19940913 GOOD             NOS
 AE8280  HISTORY     - 19950831 GOOD             NOS
 AE8280  HISTORY     - 20010615 GOOD             USPSQD
 AE8280  HISTORY     - 20040809 GOOD             USPSQD
 AE8280  HISTORY     - 20080111 GOOD             GEOCAC
 AE8280  HISTORY     - 20090622 GOOD             MIDT
 AE8280  HISTORY     - 20150731 GOOD             NOS
 AE8280  HISTORY     - 20180721 GOOD             NOS
 AE8280  HISTORY     - 20220721 GOOD             NOS
 AE8280
 AE8280                          STATION DESCRIPTION
 AE8280
 AE8280'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8280'IN ONTONAGON, ON THE EAST SIDE OF THGE ONTONAGON RIVER, ON A SMALL
 AE8280'BRIDGE ON ONTONAGON STREET NEAR GITCHIE GUNIE OIL CO.  AND AT THE WEST
 AE8280'CORNER OF ONTONAGON STREET AND RIVER STREET, 67.3 FEET (20.5 M)
 AE8280'SOUTHWEST OF THE CENTERLINE OF RIVER ST., 32.5 FEET (9.9 M) NORTHWEST
 AE8280'OF THE CENTERLINE OF ONTONAGON ST., 1.0 FEET (0.3 M) NORTHWEST OF
 AE8280'CONCRETE GUARD RAIL OF BRIDGE, IN THE HIGHEST STEP OF A THREE STEP
 AE8280'RETAINING WALL SUPPORTING THE NORTH CORNER OF BRIDGE.
 AE8280
 AE8280                          STATION RECOVERY (1995)
 AE8280
 AE8280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8280'RECOVERED AS DESCRIBED.
 AE8280
 AE8280                          STATION RECOVERY (2001)
 AE8280
 AE8280'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8280'RECOVERED IN GOOD CONDITION.
 AE8280
 AE8280                          STATION RECOVERY (2004)
 AE8280
 AE8280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8280'RECOVERED IN GOOD CONDITION.
 AE8280
 AE8280                          STATION RECOVERY (2008)
 AE8280
 AE8280'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AE8280'NEARBY OIL COMPANY BUILDING IS NOW SIGNED GITCHE GUMEE LANDING.
 AE8280
 AE8280                          STATION RECOVERY (2009)
 AE8280
 AE8280'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 AE8280'RECOVERED AS DESCRIBED.
 AE8280
 AE8280                          STATION RECOVERY (2015)
 AE8280
 AE8280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AE8280'RECOVERED AS DESCRIBED.
 AE8280
 AE8280                          STATION RECOVERY (2018)
 AE8280
 AE8280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AE8280'RECOVERED AS DESCRIBED.
 AE8280
 AE8280                          STATION RECOVERY (2022)
 AE8280
 AE8280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 AE8280'RECOVERED IN GOOD CONDITION.
 AE8280'
 AE8280'NOTE-THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 AE8280'GREEN, 4.9 MI (7.9 KM) WEST OF FIRESTEEL AND IN THE TOWN OF ONTONAGON,
 AE8280'MI.
 AE8280'
 AE8280'FROM THE INTERSECTION OF ROCKLAND ROAD AND JOSEPH H. MEAGER MEMORIAL
 AE8280'HIGHWAY, DRIVE NORTH ON ROCKLAND ROAD FOR 0.25 MI (0.40 KM) AND MAKE A
 AE8280'LEFT, HEADING NORTHWEST ON RIVER STREET.  DRIVE 0.38 MI (0.61 KM)
 AE8280'NORTHWEST TO THE INTERSECTION OF ONTONAGON ST AND MAKE A LEFT ON
 AE8280'ONTONAGON ST HEADING SOUTH-SOUTHWEST.  DRIVE 0.02 MI (0.03 KM) AND THE
 AE8280'BENCH MARK IS ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8285 ***********************************************************************
 AE8285  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8285  DESIGNATION -  909 9044 CHEVY
 AE8285  PID         -  AE8285
 AE8285  STATE/COUNTY-  MI/ONTONAGON
 AE8285  COUNTRY     -  US
 AE8285  USGS QUAD   -  ONTONAGON SOUTH (2017)
 AE8285
 AE8285                         *CURRENT SURVEY CONTROL
 AE8285  ______________________________________________________________________
 AE8285* NAD 83(1986) POSITION- 46 52 28.51   (N) 089 19 17.99   (W)   HD_HELD1
 AE8285* NAVD 88 ORTHO HEIGHT -   186.343 (meters)      611.36  (feet) ADJUSTED
 AE8285  ______________________________________________________________________
 AE8285  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 AE8285  DYNAMIC HEIGHT  -        186.374 (meters)      611.46  (feet) COMP
 AE8285  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 AE8285
 AE8285  VERT ORDER      -  SECOND    CLASS I
 AE8285
 AE8285.The horizontal coordinates were determined by differentially corrected
 AE8285.hand held GPS observations or other comparable positioning techniques
 AE8285.and have an estimated accuracy of +/- 3 meters.
 AE8285
 AE8285.The orthometric height was determined by differential leveling and
 AE8285.adjusted by the NATIONAL GEODETIC SURVEY
 AE8285.in February 2026.
 AE8285
 AE8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8285.GEOID18 height accuracy estimate available here.
 AE8285
 AE8285.This Water Level Mark is designated as VM 13382
 AE8285.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8285
 AE8285.Click photographs - Photos may exist for this station.
 AE8285
 AE8285.The dynamic height is computed by dividing the NAVD 88
 AE8285.geopotential number by the normal gravity value computed on the
 AE8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8285.degrees latitude (g = 980.6199 gals.).
 AE8285
 AE8285.The modeled gravity was interpolated from observed gravity values.
 AE8285
 AE8285;                    North         East    Units  Estimated Accuracy
 AE8285;SPC MI N     -   235,027.5   7,823,043.9     MT  (+/- 3 meters HH1 GPS) 
 AE8285
 AE8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2308493844(NAD 83)
 AE8285
 AE8285                          SUPERSEDED SURVEY CONTROL
 AE8285
 AE8285  NAVD 88 (10/08/99)  186.346  (m)          611.37   (f) SUPERSEDED  2 1
 AE8285  NAVD 88 (07/21/99)  186.349  (m)          611.38   (f) SUPERSEDED  2 1
 AE8285
 AE8285.Superseded values are not recommended for survey control.
 AE8285
 AE8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8285.See file dsdata.pdf to determine how the superseded data were derived.
 AE8285
 AE8285_MARKER: F = FLANGE-ENCASED ROD
 AE8285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE8285_STAMPING: 909 9044 CHEVY
 AE8285_MARK LOGO: NGS
 AE8285_PROJECTION: RECESSED 12 CENTIMETERS
 AE8285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8285+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 AE8285_ROD/PIPE-DEPTH: 3.05 meters
 AE8285
 AE8285  HISTORY     - Date     Condition        Report By
 AE8285  HISTORY     - 1975     MONUMENTED       NOS
 AE8285  HISTORY     - 19940913 GOOD             NOS
 AE8285  HISTORY     - 19950831 GOOD             NOS
 AE8285  HISTORY     - 20010615 GOOD             USPSQD
 AE8285  HISTORY     - 20040809 GOOD             USPSQD
 AE8285  HISTORY     - 20150731 GOOD             NOS
 AE8285  HISTORY     - 20180721 GOOD             NOS
 AE8285  HISTORY     - 20220721 GOOD             NOS
 AE8285
 AE8285                          STATION DESCRIPTION
 AE8285
 AE8285'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8285'IN THE CITY OF ONTONAGON, AT THE NORTHERLY CORNER OF LAKE AND RIVER
 AE8285'STREETS, 33.0 FEET (10.1 M) EAST OF THE CENTERLINE OF RIVER STREET,
 AE8285'12.7 FEET (3.9 M) NORTHEAST OF UTILITY POLE NO.  D731, 2.1 FEET (0.6
 AE8285'M) NORTH OF THE NORTH EDGE OF THE LAKE STREET SIDEWALK, 1.2 FEET (0.4
 AE8285'M) SOUTHWEST OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE
 AE8285'OF THE BUILDING NOW USED AS THE RIVERVIEW SENIOR CENTER, HIGHEST POINT
 AE8285'ON 5/8 INCH COPPER COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8285
 AE8285                          STATION RECOVERY (1995)
 AE8285
 AE8285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8285'IN THE CITY OF ONTONAGON, AT THE NORTHERLY CORNER OF LAKE AND RIVER
 AE8285'STREETS, 33.0 FEET (10.1 M) EAST OF THE CENTERLINE OF RIVER STREET,
 AE8285'12.7 FEET (3.9 M) NORTHEAST OF UTILITY POLE NO.  D731, 2.1 FEET (0.6
 AE8285'M) NORTH OF THE NORTH EDGE OF THE LAKE STREET SIDEWALK, 1.2 FEET (0.4
 AE8285'M) SOUTHWEST OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE
 AE8285'OF THE BUILDING NOW USED AS THE RIVERVIEW SENIOR CENTER, HIGHEST POINT
 AE8285'ON 5/8 INCH COPPER COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8285
 AE8285                          STATION RECOVERY (2001)
 AE8285
 AE8285'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8285'RECOVERED IN GOOD CONDITION.
 AE8285
 AE8285                          STATION RECOVERY (2004)
 AE8285
 AE8285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8285'RECOVERED IN GOOD CONDITION.
 AE8285
 AE8285                          STATION RECOVERY (2015)
 AE8285
 AE8285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AE8285'RECOVERED AS DESCRIBED.
 AE8285
 AE8285                          STATION RECOVERY (2018)
 AE8285
 AE8285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AE8285'RECOVERED IN GOOD CONDITION.
 AE8285'
 AE8285'NOTE-A 5-INCH LOGO CAP WITH A PVC PIPE WAS ESTABLISHED TO PROTECT MARK
 AE8285'SOMETIME BEFORE THIS RECOVERY.
 AE8285
 AE8285                          STATION RECOVERY (2022)
 AE8285
 AE8285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 AE8285'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8282 ***********************************************************************
 AE8282  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8282  DESIGNATION -  909 9044 J
 AE8282  PID         -  AE8282
 AE8282  STATE/COUNTY-  MI/ONTONAGON
 AE8282  COUNTRY     -  US
 AE8282  USGS QUAD   -  ONTONAGON SOUTH (2017)
 AE8282
 AE8282                         *CURRENT SURVEY CONTROL
 AE8282  ______________________________________________________________________
 AE8282* NAD 83(1986) POSITION- 46 52 27.87   (N) 089 19 28.15   (W)   HD_HELD1
 AE8282* NAVD 88 ORTHO HEIGHT -   184.868 (meters)      606.52  (feet) ADJUSTED
 AE8282  ______________________________________________________________________
 AE8282  GEOID HEIGHT    -        -31.461 (meters)                     GEOID18
 AE8282  DYNAMIC HEIGHT  -        184.898 (meters)      606.62  (feet) COMP
 AE8282  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 AE8282
 AE8282  VERT ORDER      -  SECOND    CLASS I
 AE8282
 AE8282.The horizontal coordinates were determined by differentially corrected
 AE8282.hand held GPS observations or other comparable positioning techniques
 AE8282.and have an estimated accuracy of +/- 3 meters.
 AE8282
 AE8282.The orthometric height was determined by differential leveling and
 AE8282.adjusted by the NATIONAL GEODETIC SURVEY
 AE8282.in February 2026.
 AE8282
 AE8282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8282.GEOID18 height accuracy estimate available here.
 AE8282
 AE8282.This Water Level Mark is designated as VM 13379
 AE8282.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8282
 AE8282.Click photographs - Photos may exist for this station.
 AE8282
 AE8282.The dynamic height is computed by dividing the NAVD 88
 AE8282.geopotential number by the normal gravity value computed on the
 AE8282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8282.degrees latitude (g = 980.6199 gals.).
 AE8282
 AE8282.The modeled gravity was interpolated from observed gravity values.
 AE8282
 AE8282;                    North         East    Units  Estimated Accuracy
 AE8282;SPC MI N     -   235,014.1   7,822,828.3     MT  (+/- 3 meters HH1 GPS) 
 AE8282
 AE8282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2286993830(NAD 83)
 AE8282
 AE8282                          SUPERSEDED SURVEY CONTROL
 AE8282
 AE8282  NAVD 88 (02/25/20)  184.870  (m)          606.53   (f) SUPERSEDED  2 1
 AE8282
 AE8282.Superseded values are not recommended for survey control.
 AE8282
 AE8282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8282.See file dsdata.pdf to determine how the superseded data were derived.
 AE8282
 AE8282_MARKER: DB = BENCH MARK DISK
 AE8282_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8282+WITH SETTING: PAVEMENT
 AE8282_SP_SET: BULKHEAD CAP
 AE8282_STAMPING: 9044 J 1983
 AE8282_MARK LOGO: NOS
 AE8282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8282+STABILITY: SURFACE MOTION
 AE8282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8282+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 AE8282
 AE8282  HISTORY     - Date     Condition        Report By
 AE8282  HISTORY     - 1983     MONUMENTED       NOS
 AE8282  HISTORY     - 19930813 GOOD             NOS
 AE8282  HISTORY     - 20150730 GOOD             CO-OPS
 AE8282  HISTORY     - 20180721 GOOD             CO-OPS
 AE8282  HISTORY     - 20220721 GOOD             CO-OPS
 AE8282
 AE8282                          STATION DESCRIPTION
 AE8282
 AE8282'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DTS)
 AE8282'IN ONTONAGON, ON THE NORTHEAST SIDE OF THE ONTONAGON RIVER, ON
 AE8282'PROPERTY OWNED BY LAKE SHORE INC.  (OLD WEDTECH PROPERTY) , ON
 AE8282'SOUTHEAST CORNER OF BULKHEAD AREA, 63.0 FEET (19.2 M) WEST OF WEST
 AE8282'CORNER OF NOS GAUGE HOUSE, 29.3 FEET (8.9 M) EAST OF WEST EDGE OF
 AE8282'STEEL BULKHEAD, 4.2 FEET (1.3 M) WEST OF SOUTHEAST CORNER OF CONCRETE
 AE8282'LOADING PLATFORM 1.0 FEET (0.3 M) EAST OF CENTER OF CLEAT, SET FLUSH
 AE8282'IN CONCRETE LOADING PLATFORM.
 AE8282
 AE8282                          STATION RECOVERY (2015)
 AE8282
 AE8282'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2015 (MTS)
 AE8282'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF GREEN,
 AE8282'5.1 MI (8.2 KM) WEST OF FIRESTEEL AND IN THE TOWN OF ONTONAGON, MI.
 AE8282'
 AE8282'TO REACH FROM THE INTERSECTION OF HIGHWAY M-64 AND RIVER ST, PROCEED
 AE8282'NORTH ON RIVER ST FOR APPROXIMATELY 0.10 MI (0.16 KM) TO THE END OF
 AE8282'RIVER ST, THE BENCH MARK IS ON THE WEST SIDE OF RIVER ST, ON THE
 AE8282'NORTHEAST SIDE OF THE ONTONAGON RIVER, ON PROPERTY FORMERLY OWNED BY
 AE8282'LAKE SHORE INC.  (OLD WEDTECH PROPERTY), ON SOUTHEAST CORNER OF
 AE8282'BULKHEAD AREA, JUST NORTH OF THE GATE OPENING ON THE BULKHEAD RUNNING
 AE8282'NORTHWARDS.
 AE8282'
 AE8282'IT IS 19.2 M (63.0 FT) WEST OF THE WEST CORNER OF NOS GAUGE HOUSE,
 AE8282'9.07 M (29.8 FT) SOUTH OF THE CORNER OF THE STEEL BULKHEAD, 8.9 M
 AE8282'(29.2 FT) EAST OF WEST EDGE OF STEEL BULKHEAD, 0.50 M (1.6 FT) WEST ON
 AE8282'NORTH-SOUTH FENCE LINE, SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD
 AE8282'CAP.
 AE8282
 AE8282                          STATION RECOVERY (2018)
 AE8282
 AE8282'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 AE8282'RECOVERED AS DESCRIBED.
 AE8282
 AE8282                          STATION RECOVERY (2022)
 AE8282
 AE8282'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AE8282'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8283 ***********************************************************************
 AE8283  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8283  DESIGNATION -  909 9044 K
 AE8283  PID         -  AE8283
 AE8283  STATE/COUNTY-  MI/ONTONAGON
 AE8283  COUNTRY     -  US
 AE8283  USGS QUAD   -  ONTONAGON SOUTH (2017)
 AE8283
 AE8283                         *CURRENT SURVEY CONTROL
 AE8283  ______________________________________________________________________
 AE8283* NAD 83(1986) POSITION- 46 52 27.63   (N) 089 19 27.13   (W)   HD_HELD1
 AE8283* NAVD 88 ORTHO HEIGHT -   184.863 (meters)      606.50  (feet) ADJUSTED
 AE8283  ______________________________________________________________________
 AE8283  GEOID HEIGHT    -        -31.461 (meters)                     GEOID18
 AE8283  DYNAMIC HEIGHT  -        184.894 (meters)      606.61  (feet) COMP
 AE8283  MODELED GRAVITY -    980,772.0   (mgal)                       NAVD 88
 AE8283
 AE8283  VERT ORDER      -  SECOND    CLASS I
 AE8283
 AE8283.The horizontal coordinates were determined by differentially corrected
 AE8283.hand held GPS observations or other comparable positioning techniques
 AE8283.and have an estimated accuracy of +/- 3 meters.
 AE8283
 AE8283.The orthometric height was determined by differential leveling and
 AE8283.adjusted by the NATIONAL GEODETIC SURVEY
 AE8283.in February 2020.
 AE8283
 AE8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8283.GEOID18 height accuracy estimate available here.
 AE8283
 AE8283.This Water Level Mark is designated as VM 13380
 AE8283.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8283
 AE8283.Click photographs - Photos may exist for this station.
 AE8283
 AE8283.The dynamic height is computed by dividing the NAVD 88
 AE8283.geopotential number by the normal gravity value computed on the
 AE8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8283.degrees latitude (g = 980.6199 gals.).
 AE8283
 AE8283.The modeled gravity was interpolated from observed gravity values.
 AE8283
 AE8283;                    North         East    Units  Estimated Accuracy
 AE8283;SPC MI N     -   235,006.0   7,822,849.7     MT  (+/- 3 meters HH1 GPS) 
 AE8283
 AE8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2289093822(NAD 83)
 AE8283
 AE8283                          SUPERSEDED SURVEY CONTROL
 AE8283
 AE8283  NAVD 88 (07/21/99)  184.887  (m)          606.58   (f) SUPERSEDED  2 1
 AE8283
 AE8283.Superseded values are not recommended for survey control.
 AE8283
 AE8283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8283.See file dsdata.pdf to determine how the superseded data were derived.
 AE8283
 AE8283_MARKER: DB = BENCH MARK DISK
 AE8283_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8283_SP_SET: GAUGE HOUSE FOUNDATION
 AE8283_STAMPING: 9044 K 1987
 AE8283_MARK LOGO: NOS
 AE8283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8283+STABILITY: SURFACE MOTION
 AE8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8283+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 AE8283
 AE8283  HISTORY     - Date     Condition        Report By
 AE8283  HISTORY     - 1987     MONUMENTED       NOS
 AE8283  HISTORY     - 19940913 GOOD             NOS
 AE8283  HISTORY     - 19950831 GOOD             NOS
 AE8283  HISTORY     - 20010615 GOOD             USPSQD
 AE8283  HISTORY     - 20040809 GOOD             USPSQD
 AE8283  HISTORY     - 20150731 GOOD             NOS
 AE8283  HISTORY     - 20180721 GOOD             NOS
 AE8283  HISTORY     - 20220721 GOOD             NOS
 AE8283
 AE8283                          STATION DESCRIPTION
 AE8283
 AE8283'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8283'IN ONTONAGON, ON NORTHEAST SIDE OF THE ONTONAGON RIVER, ON SOUTHERN
 AE8283'MOST CORNER OF THE CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 0.6 FEET
 AE8283'(18.3 CM) WEST OF THE SOUTHERN MOST CORNER, AND FLUSH WITH THE GROUND.
 AE8283
 AE8283                          STATION RECOVERY (1995)
 AE8283
 AE8283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8283'RECOVERED AS DESCRIBED.
 AE8283
 AE8283                          STATION RECOVERY (2001)
 AE8283
 AE8283'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8283'RECOVERED IN GOOD CONDITION.
 AE8283
 AE8283                          STATION RECOVERY (2004)
 AE8283
 AE8283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8283'RECOVERED IN GOOD CONDITION.
 AE8283
 AE8283                          STATION RECOVERY (2015)
 AE8283
 AE8283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AE8283'RECOVERED AS DESCRIBED.
 AE8283
 AE8283                          STATION RECOVERY (2018)
 AE8283
 AE8283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AE8283'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF GREEN,
 AE8283'5.0 MI (8.0 KM) WEST OF FIRESTEEL AND IN THE TOWN OF ONTONAGON, MI.
 AE8283'
 AE8283'TO REACH IN ONTONAGON FROM THE INTERSECTION OF HIGHWAY M-64 AND RIVER
 AE8283'ST, PROCEED NORTH ON RIVER ST FOR APPROXIMATELY 0.10 MI (0.16 KM) TO
 AE8283'THE END OF RIVER ST, ON THE WEST SIDE OF RIVER ST, AT THE WATERS EDGE,
 AE8283'ALONG THE CONCRETE BULKHEAD, ON THE NORTHEAST SIDE OF THE ONTONAGON
 AE8283'RIVER, ON THE SOUTHERN MOST CORNER OF THE CONCRETE FOUNDATION FOR THE
 AE8283'NOS GAUGE HOUSE, BETWEEN THE GAUGE HOUSE AND THE RAILING, SET FLUSH
 AE8283'WITH THE CONCRETE.
 AE8283'
 AE8283'IT IS 5.85 M (19.2 FT) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AE8283'BULKHEAD, 3.65 M (12.0 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF
 AE8283'THE BULKHEAD, 18.3 CM (7 INCHES) WEST OF THE SOUTHERN MOST CORNER.
 AE8283
 AE8283                          STATION RECOVERY (2022)
 AE8283
 AE8283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 AE8283'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ5175 ***********************************************************************
 DJ5175  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DJ5175  DESIGNATION -  909 9044 L
 DJ5175  PID         -  DJ5175
 DJ5175  STATE/COUNTY-  MI/ONTONAGON
 DJ5175  COUNTRY     -  US
 DJ5175  USGS QUAD   -  ONTONAGON SOUTH (2017)
 DJ5175
 DJ5175                         *CURRENT SURVEY CONTROL
 DJ5175  ______________________________________________________________________
 DJ5175* NAD 83(2011) POSITION- 46 52 28.28089(N) 089 19 22.00503(W)   ADJUSTED
 DJ5175* NAD 83(2011) ELLIP HT-   153.140 (meters)        (09/20/18)   ADJUSTED
 DJ5175* NAD 83(2011) EPOCH   -  2010.00
 DJ5175* NAVD 88 ORTHO HEIGHT -   184.674 (meters)      605.88  (feet) ADJUSTED
 DJ5175  ______________________________________________________________________
 DJ5175  GEOID HEIGHT    -        -31.464 (meters)                     GEOID18
 DJ5175  NAD 83(2011) X  -     51,627.201 (meters)                     COMP
 DJ5175  NAD 83(2011) Y  - -4,367,678.721 (meters)                     COMP
 DJ5175  NAD 83(2011) Z  -  4,632,352.004 (meters)                     COMP
 DJ5175  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 DJ5175  DYNAMIC HEIGHT  -        184.704 (meters)      605.98  (feet) COMP
 DJ5175  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 DJ5175
 DJ5175  VERT ORDER      -  SECOND    CLASS I
 DJ5175
 DJ5175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5175  Standards:
 DJ5175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5175  -------------------------------------------------------------------
 DJ5175  NETWORK    0.41   1.57           0.19   0.13   0.80     -0.09068206
 DJ5175  -------------------------------------------------------------------
 DJ5175  Click here for local accuracies and other accuracy information.
 DJ5175
 DJ5175.The horizontal coordinates were established by GPS observations
 DJ5175.and adjusted by the National Geodetic Survey in September 2018.
 DJ5175
 DJ5175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5175.been affixed to the stable North American tectonic plate. See 
 DJ5175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5175
 DJ5175.The horizontal coordinates are valid at the epoch date displayed above
 DJ5175.which is a decimal equivalence of Year/Month/Day.
 DJ5175
 DJ5175.The orthometric height was determined by differential leveling and
 DJ5175.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5175.in February 2020.
 DJ5175
 DJ5175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5175.GEOID18 height accuracy estimate available here.
 DJ5175
 DJ5175.This Water Level Mark is designated as VM 18339
 DJ5175.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ5175
 DJ5175.Click photographs - Photos may exist for this station.
 DJ5175
 DJ5175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5175
 DJ5175.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5175
 DJ5175.The ellipsoidal height was determined by GPS observations
 DJ5175.and is referenced to NAD 83.
 DJ5175
 DJ5175.The dynamic height is computed by dividing the NAVD 88
 DJ5175.geopotential number by the normal gravity value computed on the
 DJ5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5175.degrees latitude (g = 980.6199 gals.).
 DJ5175
 DJ5175.The modeled gravity was interpolated from observed gravity values.
 DJ5175
 DJ5175. The following values were computed from the NAD 83(2011) position.
 DJ5175
 DJ5175;                    North         East     Units Scale Factor Converg.
 DJ5175;SPC MI N     -   235,022.950 7,822,958.725   MT  0.99995573   -1 40 44.0
 DJ5175;SPC MI N     -   771,072.67 25,665,875.08   iFT  0.99995573   -1 40 44.0
 DJ5175;UTM  16      - 5,193,839.694   322,999.490   MT  0.99998507   -1 41 44.7
 DJ5175
 DJ5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5175!SPC MI N     -   0.99997600  x   0.99995573  =   0.99993173
 DJ5175!UTM  16      -   0.99997600  x   0.99998507  =   0.99996107
 DJ5175
 DJ5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2299993839(NAD 83)
 DJ5175
 DJ5175                          SUPERSEDED SURVEY CONTROL
 DJ5175
 DJ5175  NAD 83(2011)-  46 52 28.28140(N)    089 19 22.00571(W) AD(2010.00) 0
 DJ5175  ELLIP H (06/27/12)  153.205  (m)                       GP(2010.00)    
 DJ5175  NAD 83(2007)-  46 52 28.28141(N)    089 19 22.00720(W) AD(2002.00) A
 DJ5175  ELLIP H (10/11/07)  153.221  (m)                       GP(2002.00) 4 2
 DJ5175  NAVD 88 (09/20/18)  184.6    (m)  GEOID12B model used  GPS OBS        
 DJ5175  NAVD 88 (08/23/11)  184.7    (m)  GEOID09  model used  GPS OBS        
 DJ5175  NAVD 88 (10/11/07)  184.7    (m)  GEOID03  model used  GPS OBS        
 DJ5175
 DJ5175.Superseded values are not recommended for survey control.
 DJ5175
 DJ5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5175.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5175
 DJ5175_MARKER: F = FLANGE-ENCASED ROD
 DJ5175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5175_STAMPING: 9044 L 98
 DJ5175_MARK LOGO: NGS
 DJ5175_PROJECTION: FLUSH
 DJ5175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5175+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 DJ5175_ROD/PIPE-DEPTH: 18.2 meters
 DJ5175_SLEEVE-DEPTH  : 1.2 meters
 DJ5175
 DJ5175  HISTORY     - Date     Condition        Report By
 DJ5175  HISTORY     - 2005     MONUMENTED       NOS
 DJ5175  HISTORY     - 2005     GOOD             NGS
 DJ5175  HISTORY     - 20100719 GOOD             NGS
 DJ5175  HISTORY     - 20150731 GOOD             NOS
 DJ5175  HISTORY     - 20150802 GOOD             NGS
 DJ5175  HISTORY     - 20180721 GOOD             NOS
 DJ5175  HISTORY     - 20220721 GOOD             NOS
 DJ5175
 DJ5175                          STATION DESCRIPTION
 DJ5175
 DJ5175'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 DJ5175'THE STATION IS LOCATED ON THE SOUTH SHORE OF LAKE SUPERIOR, NEAR THE
 DJ5175'MOUTH OF THE ONTONAGON RIVER IN ONTONAGON.
 DJ5175'
 DJ5175'TO REACH FROM THE JUNCTION OF STATE ROUTE 64 AND RIVER STREET IN
 DJ5175'ONTONAGON, GO 0.1 MI (0.16 KM) NORTH ON RIVER STREET TO THE END OF THE
 DJ5175'ROAD AND THE STATION, IN A SMALL GRASS FIELD BETWEEN A FENCE AND THE
 DJ5175'HARBOR VIEW OFFICE COMPLEX.
 DJ5175'
 DJ5175'THE STATION IS LOCATED 55.0 M (180.4 FT) NORTH-NORTHEAST OF THE EAST
 DJ5175'BANK OF THE RIVER, 37.8 M (124.0 FT) SOUTH OF THE SECOND UTILITY POLE,
 DJ5175'30.6 M (100.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE OF
 DJ5175'THE OFFICE COMPLEX, 55.7 FT (17.0 M) SOUTHEAST OF A CHAIN LINK FENCE,
 DJ5175'26.5 FT (8.1 M) NORTHWEST OF THE EDGE OF PARKING LOT AND 15.1 M (49.5
 DJ5175'FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DJ5175
 DJ5175                          STATION RECOVERY (2010)
 DJ5175
 DJ5175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 DJ5175'RECOVERED AS DESCRIBED.
 DJ5175
 DJ5175                          STATION RECOVERY (2015)
 DJ5175
 DJ5175'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 DJ5175'RECOVERED AS DESCRIBED.
 DJ5175
 DJ5175                          STATION RECOVERY (2015)
 DJ5175
 DJ5175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 DJ5175'RECOVERED AS DESCRIBED, NEARBY TREE IS BECOMING TOO MUCH OF AN
 DJ5175'OBSTRUCTION AND UNLESS CUT THIS STATION WILL BE NOT SUITED FOR GPS.
 DJ5175
 DJ5175                          STATION RECOVERY (2018)
 DJ5175
 DJ5175'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DJ5175'RECOVERED AS DESCRIBED.
 DJ5175
 DJ5175                          STATION RECOVERY (2022)
 DJ5175
 DJ5175'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 DJ5175'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9629 ***********************************************************************
 DQ9629  DESIGNATION -  909 9044 M
 DQ9629  PID         -  DQ9629
 DQ9629  STATE/COUNTY-  MI/ONTONAGON
 DQ9629  COUNTRY     -  US
 DQ9629  USGS QUAD   -  ONTONAGON NORTH (2017)
 DQ9629
 DQ9629                         *CURRENT SURVEY CONTROL
 DQ9629  ______________________________________________________________________
 DQ9629* NAD 83(2011) POSITION- 46 52 32.56917(N) 089 19 33.15227(W)   ADJUSTED
 DQ9629* NAD 83(2011) ELLIP HT-   153.435 (meters)        (12/02/25)   ADJUSTED
 DQ9629* NAD 83(2011) EPOCH   -  2010.00
 DQ9629* NAVD 88 ORTHO HEIGHT -   184.926 (meters)      606.71  (feet) ADJUSTED
 DQ9629  ______________________________________________________________________
 DQ9629  GEOID HEIGHT    -        -31.460 (meters)                     GEOID18
 DQ9629  NAD 83(2011) X  -     51,390.022 (meters)                     COMP
 DQ9629  NAD 83(2011) Y  - -4,367,585.060 (meters)                     COMP
 DQ9629  NAD 83(2011) Z  -  4,632,442.744 (meters)                     COMP
 DQ9629  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 DQ9629  DYNAMIC HEIGHT  -        184.956 (meters)      606.81  (feet) COMP
 DQ9629  MODELED GRAVITY -    980,771.8   (mgal)                       NAVD 88
 DQ9629
 DQ9629  VERT ORDER      -  SECOND    CLASS I
 DQ9629
 DQ9629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9629  Standards:
 DQ9629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9629  -------------------------------------------------------------------
 DQ9629  NETWORK    0.48   0.84           0.22   0.16   0.43     -0.07687160
 DQ9629  -------------------------------------------------------------------
 DQ9629  Click here for local accuracies and other accuracy information.
 DQ9629
 DQ9629.The horizontal coordinates were established by GPS observations
 DQ9629.and adjusted by the National Geodetic Survey in December 2025.
 DQ9629
 DQ9629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9629.been affixed to the stable North American tectonic plate. See 
 DQ9629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9629
 DQ9629.The horizontal coordinates are valid at the epoch date displayed above
 DQ9629.which is a decimal equivalence of Year/Month/Day.
 DQ9629
 DQ9629.The orthometric height was determined by differential leveling and
 DQ9629.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9629.in February 2020.
 DQ9629
 DQ9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9629.GEOID18 height accuracy estimate available here.
 DQ9629
 DQ9629.Click photographs - Photos may exist for this station.
 DQ9629
 DQ9629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9629
 DQ9629.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9629
 DQ9629.The ellipsoidal height was determined by GPS observations
 DQ9629.and is referenced to NAD 83.
 DQ9629
 DQ9629.The dynamic height is computed by dividing the NAVD 88
 DQ9629.geopotential number by the normal gravity value computed on the
 DQ9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9629.degrees latitude (g = 980.6199 gals.).
 DQ9629
 DQ9629.The modeled gravity was interpolated from observed gravity values.
 DQ9629
 DQ9629. The following values were computed from the NAD 83(2011) position.
 DQ9629
 DQ9629;                    North         East     Units Scale Factor Converg.
 DQ9629;SPC MI N     -   235,162.230 7,822,726.666   MT  0.99995595   -1 40 52.0
 DQ9629;SPC MI N     -   771,529.63 25,665,113.73   iFT  0.99995595   -1 40 52.0
 DQ9629;UTM  16      - 5,193,979.046   322,767.466   MT  0.99998609   -1 41 52.9
 DQ9629
 DQ9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9629!SPC MI N     -   0.99997595  x   0.99995595  =   0.99993190
 DQ9629!UTM  16      -   0.99997595  x   0.99998609  =   0.99996204
 DQ9629
 DQ9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2276793979(NAD 83)
 DQ9629
 DQ9629                          SUPERSEDED SURVEY CONTROL
 DQ9629
 DQ9629.No superseded survey control is available for this station.
 DQ9629
 DQ9629_MARKER: DJ = TIDAL STATION DISK
 DQ9629_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9629_SP_SET: BULKHEAD
 DQ9629_STAMPING: 9044 M 2018
 DQ9629_MARK LOGO: NOS
 DQ9629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9629+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DQ9629
 DQ9629  HISTORY     - Date     Condition        Report By
 DQ9629  HISTORY     - 20180721 MONUMENTED       NOS
 DQ9629  HISTORY     - 20220721 GOOD             CO-OPS
 DQ9629  HISTORY     - 20220808 GOOD             NGS
 DQ9629
 DQ9629                          STATION DESCRIPTION
 DQ9629
 DQ9629'DESCRIBED BY NATIONAL OCEAN SERVICE 2018 (MTS)
 DQ9629'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF GREEN,
 DQ9629'5.1 MI (8.2 KM) WEST OF FIRESTEEL AND 0.7 MI (1.1 KM) WEST-NORTHWEST
 DQ9629'OF ONTONAGON.
 DQ9629'
 DQ9629'TO REACH IN ONTONAGON FROM THE INTERSECTION OF HIGHWAY M-64 AND RIVER
 DQ9629'ST, PROCEED NORTH ON RIVER ST FOR APPROXIMATELY 0.10 MI (0.16 KM) TO
 DQ9629'THE END OF RIVER ST, ON THE WEST SIDE OF RIVER ST, ON THE NORTHEAST
 DQ9629'SIDE OF THE ONTONAGON RIVER, ON PROPERTY FORMERLY OWNED BY LAKE SHORE
 DQ9629'INC.  (OLD WEDTECH PROPERTY), ON TOP OF AND AT THE MOST NORTHERN END
 DQ9629'OF CONCRETE BULKHEAD.
 DQ9629'
 DQ9629'IT IS 5.15 M (16.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF CHAIN LINK
 DQ9629'FENCE TO LAKE SHORE SYSTEMS PROPERTY, 4.76 M (15.6 FT) WEST OF EASTERN
 DQ9629'EDGE OF CONCRETE BULKHEAD, 4.27 M (14.0 FT) EAST OF WESTERN EDGE OF
 DQ9629'CONCRETE BULKHEAD, 3.15 M (10.3 FT) SOUTH OF THE NORTHERN END OF
 DQ9629'CONCRETE BULKHEAD.
 DQ9629
 DQ9629                          STATION RECOVERY (2022)
 DQ9629
 DQ9629'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DQ9629'RECOVERED AS DESCRIBED.
 DQ9629
 DQ9629                          STATION RECOVERY (2022)
 DQ9629
 DQ9629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ9629'RECOVERED AS DESCRIBED.
 DQ9629'
 DQ9629'NOTE-MARK CAN BE ACCESSED THROUGH LAKE SHORES SYSTEMS PROPERTY OR BY
 DQ9629'WAY OF THE LAKE SUPERIOR PUBLIC BEACH ACCESS.  PERMISSION IS REQUIRED
 DQ9629'TO ACCESS THE MARK THROUGH LAKE SHORE SYSTEMS PROPERTY, WITH THE
 DQ9629'SHORTEST ROUTE TO THE MARK BEING THROUGH A GATE AT THE NORTHERN END OF
 DQ9629'THE PROPERTY.  THE PUBLIC BEACH ACCESS WILL BE A LONGER HIKE TO THE
 DQ9629'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8284 ***********************************************************************
 AE8284  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8284  DESIGNATION -  909 9044 VFW
 AE8284  PID         -  AE8284
 AE8284  STATE/COUNTY-  MI/ONTONAGON
 AE8284  COUNTRY     -  US
 AE8284  USGS QUAD   -  ONTONAGON SOUTH (2017)
 AE8284
 AE8284                         *CURRENT SURVEY CONTROL
 AE8284  ______________________________________________________________________
 AE8284* NAD 83(1986) POSITION- 46 52 29.17   (N) 089 19 19.51   (W)   HD_HELD1
 AE8284* NAVD 88 ORTHO HEIGHT -   186.011 (meters)      610.27  (feet) ADJUSTED
 AE8284  ______________________________________________________________________
 AE8284  GEOID HEIGHT    -        -31.465 (meters)                     GEOID18
 AE8284  DYNAMIC HEIGHT  -        186.042 (meters)      610.37  (feet) COMP
 AE8284  MODELED GRAVITY -    980,771.3   (mgal)                       NAVD 88
 AE8284
 AE8284  VERT ORDER      -  SECOND    CLASS I
 AE8284
 AE8284.The horizontal coordinates were determined by differentially corrected
 AE8284.hand held GPS observations or other comparable positioning techniques
 AE8284.and have an estimated accuracy of +/- 3 meters.
 AE8284
 AE8284.The orthometric height was determined by differential leveling and
 AE8284.adjusted by the NATIONAL GEODETIC SURVEY
 AE8284.in July 1999.
 AE8284
 AE8284.No vertical observational check was made to the station.
 AE8284
 AE8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8284.GEOID18 height accuracy estimate available here.
 AE8284
 AE8284.This Water Level Mark is designated as VM 13381
 AE8284.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8284
 AE8284.Click photographs - Photos may exist for this station.
 AE8284
 AE8284.The dynamic height is computed by dividing the NAVD 88
 AE8284.geopotential number by the normal gravity value computed on the
 AE8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8284.degrees latitude (g = 980.6199 gals.).
 AE8284
 AE8284.The modeled gravity was interpolated from observed gravity values.
 AE8284
 AE8284;                    North         East    Units  Estimated Accuracy
 AE8284;SPC MI N     -   235,048.8   7,823,012.3     MT  (+/- 3 meters HH1 GPS) 
 AE8284
 AE8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2305393865(NAD 83)
 AE8284
 AE8284                          SUPERSEDED SURVEY CONTROL
 AE8284
 AE8284.No superseded survey control is available for this station.
 AE8284
 AE8284_MARKER: F = FLANGE-ENCASED ROD
 AE8284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE8284_STAMPING: 909 9044 VFW
 AE8284_MARK LOGO: NGS
 AE8284_PROJECTION: RECESSED 5 CENTIMETERS
 AE8284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8284+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 AE8284_ROD/PIPE-DEPTH: 3.05 meters
 AE8284
 AE8284  HISTORY     - Date     Condition        Report By
 AE8284  HISTORY     - 1975     MONUMENTED       NOS
 AE8284  HISTORY     - 19940913 GOOD             NOS
 AE8284  HISTORY     - 19950831 GOOD             NOS
 AE8284  HISTORY     - 20010615 GOOD             USPSQD
 AE8284  HISTORY     - 20040809 GOOD             USPSQD
 AE8284  HISTORY     - 20150731 GOOD             NOS
 AE8284  HISTORY     - 20180721 GOOD             NOS
 AE8284  HISTORY     - 20220721 GOOD             NOS
 AE8284
 AE8284                          STATION DESCRIPTION
 AE8284
 AE8284'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8284'IN THE CITY OF ONTONAGON, ON THE NORTHEAST SIDE OF THE ONTONAGON
 AE8284'RIVER, 46.6 FEET (14.2 M) SOUTHEAST OF THE VFW POST 5600 SIGN POST,
 AE8284'1.1 FEET (0.3 M) NORTHEAST OF THE NORTHEAST EDGE OF SIDEWALK, 1.0 FEET
 AE8284'(0.3 M) SOUTHWEST OF THE SOUTH CORNER OF THE VFW HALL, AND IN LINE
 AE8284'WITH THE SOUTH FACE OF BUILDING, HIGHEST POINT ON A 5/8 INCH COPPER
 AE8284'COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8284
 AE8284                          STATION RECOVERY (1995)
 AE8284
 AE8284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8284'RECOVERED AS DESCRIBED.
 AE8284
 AE8284                          STATION RECOVERY (2001)
 AE8284
 AE8284'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8284'RECOVERED IN GOOD CONDITION.
 AE8284
 AE8284                          STATION RECOVERY (2004)
 AE8284
 AE8284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8284'RECOVERED IN GOOD CONDITION.
 AE8284
 AE8284                          STATION RECOVERY (2015)
 AE8284
 AE8284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AE8284'RECOVERED AS DESCRIBED.
 AE8284
 AE8284                          STATION RECOVERY (2018)
 AE8284
 AE8284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 AE8284'RECOVERED IN GOOD CONDITION.
 AE8284'
 AE8284'NOTE-A 5-INCH LOGO CAP WITH A PVC PIPE WAS ESTABLISHED TO PROTECT
 AE8284'MARK.
 AE8284
 AE8284                          STATION RECOVERY (2022)
 AE8284
 AE8284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 AE8284'RECOVERED IN GOOD CONDITION.
 AE8284'
 AE8284'NOTE-THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-NORTHEAST OF
 AE8284'GREEN, 5.0 MI (8.0 KM) WEST OF FIRESTEEL AND IN THE TOWN OF ONTONAGON,
 AE8284'MI.
 AE8284'
 AE8284'FROM THE INTERSECTION OF ROCKLAND ROAD AND JOSEPH H. MEAGER MEMORIAL
 AE8284'HIGHWAY, DRIVE NORTH ON ROCKLAND ROAD FOR 0.25 MI (0.40 KM) AND MAKE A
 AE8284'LEFT, HEADING NORTHWEST ON RIVER STREET.  DRIVE 0.5 MI (0.8 KM)
 AE8284'NORTHWEST TO THE END OF RIVER STREET AND YOU WILL SEE THE VETERANS OF
 AE8284'FOREIGN WARS ON YOUR RIGHT.  THE ADDRESS IS 915 RIVER ST. ONTONAGON,
 AE8284'MI 49953.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS4001 ***********************************************************************
 DS4001  DESIGNATION -  909 9047 G
 DS4001  PID         -  DS4001
 DS4001  STATE/COUNTY-  MI/GOGEBIC
 DS4001  COUNTRY     -  US
 DS4001  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 DS4001
 DS4001                         *CURRENT SURVEY CONTROL
 DS4001  ______________________________________________________________________
 DS4001* NAD 83(2011) POSITION- 46 40 02.36069(N) 090 02 58.50620(W)   ADJUSTED
 DS4001* NAD 83(2011) ELLIP HT-   153.562 (meters)        (12/02/25)   ADJUSTED
 DS4001* NAD 83(2011) EPOCH   -  2010.00
 DS4001* NAVD 88 ORTHO HEIGHT -   184.3   (meters)      605.    (feet) GPS OBS
 DS4001  ______________________________________________________________________
 DS4001  GEOID HEIGHT    -        -30.713 (meters)                     GEOID18
 DS4001  NAD 83(2011) X  -     -3,794.676 (meters)                     COMP
 DS4001  NAD 83(2011) Y  - -4,384,765.701 (meters)                     COMP
 DS4001  NAD 83(2011) Z  -  4,616,575.783 (meters)                     COMP
 DS4001  LAPLACE CORR    -          4.33  (seconds)                    DEFLEC18
 DS4001
 DS4001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4001  Standards:
 DS4001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4001  -------------------------------------------------------------------
 DS4001  NETWORK    0.53   0.92           0.25   0.17   0.47     -0.02928116
 DS4001  -------------------------------------------------------------------
 DS4001  Click here for local accuracies and other accuracy information.
 DS4001
 DS4001.The horizontal coordinates were established by GPS observations
 DS4001.and adjusted by the National Geodetic Survey in December 2025.
 DS4001
 DS4001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4001.been affixed to the stable North American tectonic plate. See 
 DS4001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4001
 DS4001.The horizontal coordinates are valid at the epoch date displayed above
 DS4001.which is a decimal equivalence of Year/Month/Day.
 DS4001
 DS4001.The orthometric height was determined by GPS observations and a
 DS4001.high-resolution geoid model.
 DS4001
 DS4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4001.GEOID18 height accuracy estimate available here.
 DS4001
 DS4001.Click photographs - Photos may exist for this station.
 DS4001
 DS4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4001
 DS4001.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4001
 DS4001.The ellipsoidal height was determined by GPS observations
 DS4001.and is referenced to NAD 83.
 DS4001
 DS4001. The following values were computed from the NAD 83(2011) position.
 DS4001
 DS4001;                    North         East     Units Scale Factor Converg.
 DS4001;SPC MI N     -   213,884.812 7,766,700.102   MT  0.99992504   -2 12 15.2
 DS4001;SPC MI N     -   701,721.82 25,481,299.55   iFT  0.99992504   -2 12 15.2
 DS4001;UTM  15      - 5,172,424.491   725,689.770   MT  1.00022612   +2 08 49.1
 DS4001;UTM  16      - 5,172,713.656   266,724.693   MT  1.00026892   -2 13 09.1
 DS4001
 DS4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4001!SPC MI N     -   0.99997593  x   0.99992504  =   0.99990097
 DS4001!UTM  15      -   0.99997593  x   1.00022612  =   1.00020204
 DS4001!UTM  16      -   0.99997593  x   1.00026892  =   1.00024484
 DS4001
 DS4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2568972424(NAD 83)
 DS4001
 DS4001                          SUPERSEDED SURVEY CONTROL
 DS4001
 DS4001.No superseded survey control is available for this station.
 DS4001
 DS4001_MARKER: F = FLANGE-ENCASED ROD
 DS4001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS4001_STAMPING: 9047 G 2021
 DS4001_MARK LOGO: NGS
 DS4001_PROJECTION: RECESSED 4 CENTIMETERS
 DS4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS4001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4001+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 DS4001
 DS4001  HISTORY     - Date     Condition        Report By
 DS4001  HISTORY     - 2021     MONUMENTED       NGS
 DS4001  HISTORY     - 20220804 GOOD             NGS
 DS4001
 DS4001                          STATION DESCRIPTION
 DS4001
 DS4001'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS4001'LOCATED IN GOGEBIC COUNTY, MI.
 DS4001'
 DS4001'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) NORTH-NORTHWEST OF
 DS4001'WAKEFIELD, 14.0 MI (22.5 KM) NORTHWEST OF TULA, 12.8 MI (20.6 KM)
 DS4001'NORTH OF BESSEMER, 11.9 MI (19.1 KM) NORTH-NORTHWEST OF THOMASTON AND
 DS4001'11.9 MI (19.1 KM) NORTH-NORTHEAST OF NORTH IRONWOOD.
 DS4001'
 DS4001'THE STATION IS A FLANGE ENCASED ROD SET IN THE BRUSH NEAR THE
 DS4001'NORTHWEST CORNER OF THE HARBOR, 43.94 M (144.2 FT) NORTHWEST OF THE
 DS4001'NORTH END OF THE WOOD DOCK, 19.12 M (62.7 FT) NORTH-NORTHWEST OF 4X4
 DS4001'WOODEN POST FOR A SILVER AND WHITE NAVIGATION SIGN, 11.24 M (36.9 FT)
 DS4001'SOUTHEAST OF THE SHORE SIDE OF THE RIPRAP BREAKWALL, 5.38 M (17.7 FT)
 DS4001'NORTHEAST OF THE EAST METAL POST FOR A SIGN AND 0.27 M (0.9 FT)
 DS4001'SOUTHWEST OF THE WITNESS POST.  THE DATUM POINT IS SET 4 CM (2 INCHES)
 DS4001'BELOW GROUND.  THE STATION IS A REFERENCE MARK FOR A WATER LEVEL
 DS4001'MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0291 ***********************************************************************
 OK0291  DESIGNATION -  911.91
 OK0291  PID         -  OK0291
 OK0291  STATE/COUNTY-  MI/KENT
 OK0291  COUNTRY     -  US
 OK0291  USGS QUAD   -  EVANS (2017)
 OK0291
 OK0291                         *CURRENT SURVEY CONTROL
 OK0291  ______________________________________________________________________
 OK0291* NAD 83(1986) POSITION- 43 11 39.     (N) 085 27 18.     (W)   SCALED
 OK0291* NAVD 88 ORTHO HEIGHT -   277.695 (meters)      911.07  (feet) ADJUSTED
 OK0291  ______________________________________________________________________
 OK0291  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 OK0291  DYNAMIC HEIGHT  -        277.632 (meters)      910.86  (feet) COMP
 OK0291  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 OK0291
 OK0291  VERT ORDER      -  SECOND    CLASS 0
 OK0291
 OK0291.The horizontal coordinates were scaled from a map and have
 OK0291.an estimated accuracy of +/- 6 seconds.
 OK0291
 OK0291.The orthometric height was determined by differential leveling and
 OK0291.adjusted by the NATIONAL GEODETIC SURVEY
 OK0291.in June 1991.
 OK0291
 OK0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0291.GEOID18 height accuracy estimate available here.
 OK0291
 OK0291.Click photographs - Photos may exist for this station.
 OK0291
 OK0291.The dynamic height is computed by dividing the NAVD 88
 OK0291.geopotential number by the normal gravity value computed on the
 OK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0291.degrees latitude (g = 980.6199 gals.).
 OK0291
 OK0291.The modeled gravity was interpolated from observed gravity values.
 OK0291
 OK0291;                    North         East    Units  Estimated Accuracy
 OK0291;SPC MI S     -   188,760.    3,911,550.      MT  (+/- 180 meters Scaled)
 OK0291
 OK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN255835(NAD 83)
 OK0291
 OK0291                          SUPERSEDED SURVEY CONTROL
 OK0291
 OK0291  NGVD 29 (??/??/92)  277.819  (m)          911.48   (f) ADJ UNCH    2 0
 OK0291
 OK0291.Superseded values are not recommended for survey control.
 OK0291
 OK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0291.See file dsdata.pdf to determine how the superseded data were derived.
 OK0291
 OK0291_MARKER: Q = CHISELED SQUARE
 OK0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0291_SP_SET: GAS PUMP
 OK0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0291
 OK0291  HISTORY     - Date     Condition        Report By
 OK0291  HISTORY     - 1928     MONUMENTED       USGS
 OK0291  HISTORY     - 1934     GOOD             CGS
 OK0291
 OK0291                          STATION DESCRIPTION
 OK0291
 OK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0291'AT EVANS.
 OK0291'AT EVANS, ON THE GRAND TRUNK RAILWAY, AT A ROAD CROSSING, 126
 OK0291'FEET NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTERLINE
 OK0291'OF A GRAVEL ROAD, AT THE SOUTHWEST CORNER OF A BRICK STORE
 OK0291'BUILDING ON THE TOP OF THE CONCRETE BASE OF A GAS PUMP, AND
 OK0291'ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0125 ***********************************************************************
 OK0125  DESIGNATION -  92 1/2
 OK0125  PID         -  OK0125
 OK0125  STATE/COUNTY-  MI/CLINTON
 OK0125  COUNTRY     -  US
 OK0125  USGS QUAD   -  OVID WEST (2017)
 OK0125
 OK0125                         *CURRENT SURVEY CONTROL
 OK0125  ______________________________________________________________________
 OK0125* NAD 83(1986) POSITION- 43 00 21.     (N) 084 26 47.     (W)   SCALED
 OK0125* NAVD 88 ORTHO HEIGHT -   230.184 (meters)      755.20  (feet) ADJUSTED
 OK0125  ______________________________________________________________________
 OK0125  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 OK0125  DYNAMIC HEIGHT  -        230.133 (meters)      755.03  (feet) COMP
 OK0125  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OK0125
 OK0125  VERT ORDER      -  SECOND    CLASS 0
 OK0125
 OK0125.The horizontal coordinates were scaled from a map and have
 OK0125.an estimated accuracy of +/- 6 seconds.
 OK0125
 OK0125.The orthometric height was determined by differential leveling and
 OK0125.adjusted by the NATIONAL GEODETIC SURVEY
 OK0125.in June 1991.
 OK0125
 OK0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0125.GEOID18 height accuracy estimate available here.
 OK0125
 OK0125.Click photographs - Photos may exist for this station.
 OK0125
 OK0125.The dynamic height is computed by dividing the NAVD 88
 OK0125.geopotential number by the normal gravity value computed on the
 OK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0125.degrees latitude (g = 980.6199 gals.).
 OK0125
 OK0125.The modeled gravity was interpolated from observed gravity values.
 OK0125
 OK0125;                    North         East    Units  Estimated Accuracy
 OK0125;SPC MI S     -   167,270.    3,993,500.      MT  (+/- 180 meters Scaled)
 OK0125
 OK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN081646(NAD 83)
 OK0125
 OK0125                          SUPERSEDED SURVEY CONTROL
 OK0125
 OK0125  NGVD 29 (??/??/92)  230.326  (m)          755.66   (f) ADJ UNCH    2 0
 OK0125
 OK0125.Superseded values are not recommended for survey control.
 OK0125
 OK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0125.See file dsdata.pdf to determine how the superseded data were derived.
 OK0125
 OK0125_MARKER: DD = SURVEY DISK
 OK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0125_STAMPING: BM 92 1/2
 OK0125_MARK LOGO: GTWRR
 OK0125_PROJECTION: FLUSH
 OK0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0125+STABILITY: SURFACE MOTION
 OK0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0125+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0125
 OK0125  HISTORY     - Date     Condition        Report By
 OK0125  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0125  HISTORY     - 1934     GOOD             CGS
 OK0125  HISTORY     - 19940927 GOOD             LOCENG
 OK0125  HISTORY     - 20070605 GOOD             MIDT
 OK0125
 OK0125                          STATION DESCRIPTION
 OK0125
 OK0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0125'1.1 MI W FROM SHEPARDSVILLE.
 OK0125'1.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0125'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 6 RAILS WEST OF A
 OK0125'ROAD CROSSING 46 FEET NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH
 OK0125'OF A FENCE, AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0125'PLUG, STAMPED BM NO. 92 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0125'POST.
 OK0125
 OK0125                          STATION RECOVERY (1994)
 OK0125
 OK0125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0125'RECOVERED STATION WITH FOLLOWING ADDITION.  PLACED SURVEY MARKER
 OK0125'WITNESS POST 2.0 FT (0.6 M) NORTH OF STATION.
 OK0125
 OK0125                          STATION RECOVERY (2007)
 OK0125
 OK0125'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0125'THE STATION IS 68 FT (20.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 OK0125'HOUSE, 48 FT (14.6 M) NORTH FROM THE CENTERLINE OF AN OLD RAILROAD
 OK0125'BED, 9 FT (2.7 M) SOUTHEAST OF A POWER POLE, PROJECTING 25 CM (10
 OK0125'INCHES).  MARK IS PROTRUDING 25 CM (10 INCHES) ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6776 ***********************************************************************
 AA6776  DESIGNATION -  92 90A
 AA6776  PID         -  AA6776
 AA6776  STATE/COUNTY-  MI/WAYNE
 AA6776  COUNTRY     -  US
 AA6776  USGS QUAD   -  INKSTER (2017)
 AA6776
 AA6776                         *CURRENT SURVEY CONTROL
 AA6776  ______________________________________________________________________
 AA6776* NAD 83(2011) POSITION- 42 18 38.02725(N) 083 21 50.87642(W)   ADJUSTED
 AA6776* NAD 83(2011) ELLIP HT-   163.241 (meters)        (06/27/12)   ADJUSTED
 AA6776* NAD 83(2011) EPOCH   -  2010.00
 AA6776* NAVD 88 ORTHO HEIGHT -   197.5   (meters)      648.    (feet) GPS OBS
 AA6776  ______________________________________________________________________
 AA6776  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA6776  GEOID HEIGHT    -         -34.14 (meters)                     GEOID93
 AA6776  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 AA6776  NAD 83(2011) X  -    545,896.945 (meters)                     COMP
 AA6776  NAD 83(2011) Y  - -4,692,320.197 (meters)                     COMP
 AA6776  NAD 83(2011) Z  -  4,271,286.713 (meters)                     COMP
 AA6776  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 AA6776
 AA6776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6776  Standards:
 AA6776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6776  -------------------------------------------------------------------
 AA6776  NETWORK    0.81   0.84           0.37   0.28   0.43      0.05391129
 AA6776  -------------------------------------------------------------------
 AA6776  Click here for local accuracies and other accuracy information.
 AA6776
 AA6776.The horizontal coordinates were established by GPS observations
 AA6776.and adjusted by the National Geodetic Survey in June 2012.
 AA6776
 AA6776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6776.been affixed to the stable North American tectonic plate. See 
 AA6776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6776
 AA6776.The horizontal coordinates are valid at the epoch date displayed above
 AA6776.which is a decimal equivalence of Year/Month/Day.
 AA6776
 AA6776.The orthometric height was determined by GPS observations and a
 AA6776.high-resolution geoid model.
 AA6776
 AA6776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6776.GEOID18 height accuracy estimate available here.
 AA6776
 AA6776.Click photographs - Photos may exist for this station.
 AA6776
 AA6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6776
 AA6776.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6776
 AA6776.The ellipsoidal height was determined by GPS observations
 AA6776.and is referenced to NAD 83.
 AA6776
 AA6776. The following values were computed from the NAD 83(2011) position.
 AA6776
 AA6776;                    North         East     Units Scale Factor Converg.
 AA6776;SPC MI S     -    90,527.904 4,082,650.109   MT  0.99995680   +0 40 56.1
 AA6776;SPC MI S     -   297,007.56 13,394,521.35   iFT  0.99995680   +0 40 56.1
 AA6776;UTM  17      - 4,686,965.348   305,157.809   MT  1.00006712   -1 35 30.9
 AA6776
 AA6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6776!SPC MI S     -   0.99997440  x   0.99995680  =   0.99993120
 AA6776!UTM  17      -   0.99997440  x   1.00006712  =   1.00004152
 AA6776
 AA6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0515786965(NAD 83)
 AA6776
 AA6776                          SUPERSEDED SURVEY CONTROL
 AA6776
 AA6776  NAD 83(2007)-  42 18 38.02744(N)    083 21 50.87717(W) AD(2002.00) 0
 AA6776  ELLIP H (02/10/07)  163.240  (m)                       GP(2002.00)    
 AA6776  ELLIP H (07/12/02)  163.270  (m)                       GP(       ) 4 1
 AA6776  NAD 83(1994)-  42 18 38.02731(N)    083 21 50.87677(W) AD(       ) 1
 AA6776  ELLIP H (02/03/97)  163.318  (m)                       GP(       ) 4 1
 AA6776  NAD 83(1986)-  42 18 38.03233(N)    083 21 50.90566(W) AD(       ) 1
 AA6776
 AA6776.Superseded values are not recommended for survey control.
 AA6776
 AA6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6776.See file dsdata.pdf to determine how the superseded data were derived.
 AA6776
 AA6776_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6776_STAMPING: 92-90A 1960
 AA6776_MARK LOGO: MI-163
 AA6776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6776+STABILITY: SURFACE MOTION
 AA6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6776+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 AA6776
 AA6776  HISTORY     - Date     Condition        Report By
 AA6776  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6776  HISTORY     - 20050804 GOOD             USPSQD
 AA6776  HISTORY     - 20060826 GOOD             GEOCAC
 AA6776
 AA6776                          STATION DESCRIPTION
 AA6776
 AA6776'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6776'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DETROIT METRO AIRPORT
 AA6776'ON CHERRY HILL ROAD AT VENOY ROAD. TO REACH FROM THE INTERSECTION OF
 AA6776'M-153 (FORD ROAD) AND VENOY ROAD, PROCEED SOUTH ON VENOY ROAD FOR 1.0
 AA6776'MILE TO CHERRY HILL ROAD AND THE STATION IN THE NORTHEAST QUADRANT.
 AA6776'THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A
 AA6776'6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET
 AA6776'FLUSH WITH THE SIDEWALK. THE MONUMENT IS IN THE INTERSECTION OF TWO
 AA6776'SIDEWALKS,  CENTERLINE OF CHERRY HILL IS S 0 W, 56.0 FEET, CENTERLINE
 AA6776'OF VENOY IS N 90 W, 56.0 FEET.
 AA6776
 AA6776                          STATION RECOVERY (2005)
 AA6776
 AA6776'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA6776'RECOVERED IN GOOD CONDITION.
 AA6776
 AA6776                          STATION RECOVERY (2006)
 AA6776
 AA6776'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 AA6776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0125 ***********************************************************************
 NF0125  DESIGNATION -  928
 NF0125  PID         -  NF0125
 NF0125  STATE/COUNTY-  MI/JACKSON
 NF0125  COUNTRY     -  US
 NF0125  USGS QUAD   -  JACKSON NORTH (2017)
 NF0125
 NF0125                         *CURRENT SURVEY CONTROL
 NF0125  ______________________________________________________________________
 NF0125* NAD 83(1986) POSITION- 42 17 03.     (N) 084 24 54.     (W)   SCALED
 NF0125* NAVD 88 ORTHO HEIGHT -   282.39  (+/-2cm)      926.5   (feet) VERTCON3
 NF0125  ______________________________________________________________________
 NF0125  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 NF0125  VERT ORDER      -  ? (See Below)
 NF0125
 NF0125.The horizontal coordinates were scaled from a map and have
 NF0125.an estimated accuracy of +/- 6 seconds.
 NF0125
 NF0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0125
 NF0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0125.GEOID18 height accuracy estimate available here.
 NF0125
 NF0125.The vertical order pertains to the NGVD 29 superseded value.
 NF0125
 NF0125.Click photographs - Photos may exist for this station.
 NF0125
 NF0125;                    North         East    Units  Estimated Accuracy
 NF0125;SPC MI S     -    87,110.    3,996,010.      MT  (+/- 180 meters Scaled)
 NF0125
 NF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM131845(NAD 83)
 NF0125
 NF0125                          SUPERSEDED SURVEY CONTROL
 NF0125
 NF0125  NGVD 29 (??/??/92)  282.511  (m)          926.87   (f) ADJ UNCH       
 NF0125
 NF0125.Superseded values are not recommended for survey control.
 NF0125
 NF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0125.See file dsdata.pdf to determine how the superseded data were derived.
 NF0125
 NF0125_MARKER: Q = CHISELED SQUARE
 NF0125_SETTING: 66 = SET IN ROCK OUTCROP
 NF0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF0125+STABILITY: POSITION/ELEVATION WELL
 NF0125
 NF0125  HISTORY     - Date     Condition        Report By
 NF0125  HISTORY     - 1916     MONUMENTED       USGS
 NF0125  HISTORY     - 1934     GOOD             CGS
 NF0125  HISTORY     - 20250729 MARK NOT FOUND   MCA
 NF0125
 NF0125                          STATION DESCRIPTION
 NF0125
 NF0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0125'2.5 MI NW FROM JACKSON.
 NF0125'2.5 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0125'THE STATION AT JACKSON, JACKSON COUNTY, 600 FEET SOUTH OF THE
 NF0125'CENTER OF SEC. 22, T. 2 S., R. 1 W., 50 FEET SOUTH OF A ROAD
 NF0125'CROSSING, 20 FEET WEST OF THE TRACK, 15 FEET EAST OF THE ROAD,
 NF0125'AND ON A LARGE GRANITE ROCK.  A CHISELED SQUARE.
 NF0125
 NF0125                          STATION RECOVERY (2025)
 NF0125
 NF0125'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 NF0125'THE ROAD CROSSING NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0980 ***********************************************************************
 RJ0980  DESIGNATION -  93
 RJ0980  PID         -  RJ0980
 RJ0980  STATE/COUNTY-  MI/CHIPPEWA
 RJ0980  COUNTRY     -  US
 RJ0980  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0980
 RJ0980                         *CURRENT SURVEY CONTROL
 RJ0980  ______________________________________________________________________
 RJ0980* NAD 83(1994) POSITION- 46 14 22.53398(N) 084 07 04.13816(W)   ADJUSTED
 RJ0980* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0980  ______________________________________________________________________
 RJ0980  GEOID HEIGHT    -        -36.551 (meters)                     GEOID18
 RJ0980  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 RJ0980  HORZ ORDER      -  THIRD
 RJ0980
 RJ0980.The horizontal coordinates were established by classical geodetic methods
 RJ0980.and adjusted by the National Geodetic Survey in February 1997.
 RJ0980
 RJ0980.The orthometric height was scaled from a topographic map.
 RJ0980
 RJ0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0980.GEOID18 height accuracy estimate available here.
 RJ0980
 RJ0980.Click photographs - Photos may exist for this station.
 RJ0980
 RJ0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0980
 RJ0980. The following values were computed from the NAD 83(1994) position.
 RJ0980
 RJ0980;                    North         East     Units Scale Factor Converg.
 RJ0980;SPC MI N     -   165,894.876 8,222,227.351   MT  0.99990315   +2 04 59.6
 RJ0980;SPC MI N     -   544,274.53 26,975,811.52   iFT  0.99990315   +2 04 59.6
 RJ0980;SPC MI C     -   324,854.757 6,019,196.638   MT  1.00016977   +0 10 32.8
 RJ0980;SPC MI C     - 1,065,796.45 19,748,020.47   iFT  1.00016977   +0 10 32.8
 RJ0980;UTM  16      - 5,124,706.613   722,204.986   MT  1.00020699   +2 04 56.9
 RJ0980
 RJ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0980!SPC MI N     -   0.99997814  x   0.99990315  =   0.99988129
 RJ0980!SPC MI C     -   0.99997814  x   1.00016977  =   1.00014790
 RJ0980!UTM  16      -   0.99997814  x   1.00020699  =   1.00018512
 RJ0980
 RJ0980:                Primary Azimuth Mark                     Grid Az
 RJ0980:SPC MI N     -  74                                       096 39 37.7
 RJ0980:SPC MI C     -  74                                       098 34 04.5
 RJ0980:UTM  16      -  74                                       096 39 40.4
 RJ0980
 RJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2220424706(NAD 83)
 RJ0980
 RJ0980|---------------------------------------------------------------------|
 RJ0980| PID    Reference Object                     Distance      Geod. Az  |
 RJ0980|                                                           dddmmss.s |
 RJ0980| RJ0978 74                                  APPROX. 1.1 KM 0984437.3 |
 RJ0980|---------------------------------------------------------------------|
 RJ0980
 RJ0980                          SUPERSEDED SURVEY CONTROL
 RJ0980
 RJ0980  NAD 83(1986)-  46 14 22.51298(N)    084 07 04.14034(W) AD(       ) 3
 RJ0980  NAD 27      -  46 14 22.45800(N)    084 07 04.04900(W) AD(       ) 3
 RJ0980  USSD        -  46 14 23.19000(N)    084 07 03.27000(W) AD(       ) 3
 RJ0980
 RJ0980.Superseded values are not recommended for survey control.
 RJ0980
 RJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0980.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0980
 RJ0980_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0980_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0980_MARK LOGO: IBC
 RJ0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0980
 RJ0980  HISTORY     - Date     Condition        Report By
 RJ0980  HISTORY     - 1894     MONUMENTED       USLS
 RJ0980  HISTORY     - 1968     GOOD             USACE
 RJ0980
 RJ0980                          STATION DESCRIPTION
 RJ0980
 RJ0980'DESCRIBED BY US LAKE SURVEY 1894
 RJ0980'ON THE SE CORNER OF NEEBISH ISLAND, NEAR THE JUNCTION OF THE MUNUSCONG
 RJ0980'CHANNEL AND LAKE MUNUSCONG, ACROSS FROM EVERENS POINT.  IT IS ABOUT
 RJ0980'1/2 MILE N OF THE EXTREME SE POINT OF THE ISLAND, 100 FEET IN FROM
 RJ0980'THE CHANNEL, 500 FEET UPSTREAM FROM A COTTAGE VISIBLE FROM THE
 RJ0980'RIVER, AND IN A SMALL CLEARING INSIDE THE BUSHES ALONG THE SHORE.
 RJ0980'IT IS 2 FEET ABOVE WATER LEVEL
 RJ0980'
 RJ0980'STATION MARK IS A DRILL HOLE WITH LETTERS---U S---IN A SQUARED
 RJ0980'ROCK WHOSE TOP IS 2 FEET UNDERGROUND.  THE CEDAR POST OVER THE MARK
 RJ0980'WAS REPLACED BY A STANDARD I B C BRONZE DISK SET IN THE TOP OF A
 RJ0980'7-INCH CYLINDER OF CONCRETE 20 INCHES LONG, WITH THE TOP PROJECTING
 RJ0980'6 INCHES ABOVE GROUND IN A SMALL CAIRN.
 RJ0980
 RJ0980                          STATION RECOVERY (1968)
 RJ0980
 RJ0980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0127 ***********************************************************************
 OK0127  DESIGNATION -  93 1/2
 OK0127  PID         -  OK0127
 OK0127  STATE/COUNTY-  MI/CLINTON
 OK0127  COUNTRY     -  US
 OK0127  USGS QUAD   -  OVID WEST (2017)
 OK0127
 OK0127                         *CURRENT SURVEY CONTROL
 OK0127  ______________________________________________________________________
 OK0127* NAD 83(1986) POSITION- 43 00 20.     (N) 084 27 58.     (W)   SCALED
 OK0127* NAVD 88 ORTHO HEIGHT -   229.348 (meters)      752.45  (feet) ADJUSTED
 OK0127  ______________________________________________________________________
 OK0127  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 OK0127  DYNAMIC HEIGHT  -        229.296 (meters)      752.28  (feet) COMP
 OK0127  MODELED GRAVITY -    980,391.2   (mgal)                       NAVD 88
 OK0127
 OK0127  VERT ORDER      -  SECOND    CLASS 0
 OK0127
 OK0127.The horizontal coordinates were scaled from a map and have
 OK0127.an estimated accuracy of +/- 6 seconds.
 OK0127
 OK0127.The orthometric height was determined by differential leveling and
 OK0127.adjusted by the NATIONAL GEODETIC SURVEY
 OK0127.in June 1991.
 OK0127
 OK0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0127.GEOID18 height accuracy estimate available here.
 OK0127
 OK0127.Click photographs - Photos may exist for this station.
 OK0127
 OK0127.The dynamic height is computed by dividing the NAVD 88
 OK0127.geopotential number by the normal gravity value computed on the
 OK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0127.degrees latitude (g = 980.6199 gals.).
 OK0127
 OK0127.The modeled gravity was interpolated from observed gravity values.
 OK0127
 OK0127;                    North         East    Units  Estimated Accuracy
 OK0127;SPC MI S     -   167,240.    3,991,890.      MT  (+/- 180 meters Scaled)
 OK0127
 OK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065645(NAD 83)
 OK0127
 OK0127                          SUPERSEDED SURVEY CONTROL
 OK0127
 OK0127  NGVD 29 (??/??/92)  229.489  (m)          752.92   (f) ADJ UNCH    2 0
 OK0127
 OK0127.Superseded values are not recommended for survey control.
 OK0127
 OK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0127.See file dsdata.pdf to determine how the superseded data were derived.
 OK0127
 OK0127_MARKER: DD = SURVEY DISK
 OK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0127_STAMPING: BM 93 1/2
 OK0127_MARK LOGO: GTWRR
 OK0127_PROJECTION: FLUSH
 OK0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0127+STABILITY: SURFACE MOTION
 OK0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0127+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0127
 OK0127  HISTORY     - Date     Condition        Report By
 OK0127  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0127  HISTORY     - 1934     GOOD             CGS
 OK0127  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0127  HISTORY     - 19941027 GOOD             LOCENG
 OK0127  HISTORY     - 19951027 GOOD             LOCENG
 OK0127  HISTORY     - 20070605 GOOD             MIDT
 OK0127
 OK0127                          STATION DESCRIPTION
 OK0127
 OK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0127'4.5 MI E FROM ST JOHNS.
 OK0127'2 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0127'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 8 RAILS WEST OF A
 OK0127'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH
 OK0127'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0127'PLUG, STAMPED BM 93 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0127
 OK0127                          STATION RECOVERY (1974)
 OK0127
 OK0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0127'MARK NOT FOUND.
 OK0127
 OK0127                          STATION RECOVERY (1994)
 OK0127
 OK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0127'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  SET PLASTIC SURVEY
 OK0127'MARKER WITNESS POST 2.0 FT (0.6 M) SOUTH.
 OK0127
 OK0127                          STATION RECOVERY (1995)
 OK0127
 OK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0127'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  SET PLASTIC SURVEY
 OK0127'MARKER WITNESS POST 2.0 FT (0.6 M) SOUTH.
 OK0127
 OK0127                          STATION RECOVERY (2007)
 OK0127
 OK0127'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0127'MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 OK0127'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI7592 ***********************************************************************
 DI7592  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DI7592  DESIGNATION -  93 2
 DI7592  PID         -  DI7592
 DI7592  STATE/COUNTY-  MI/MENOMINEE
 DI7592  COUNTRY     -  US
 DI7592  USGS QUAD   -  MARINETTE EAST (2018)
 DI7592
 DI7592                         *CURRENT SURVEY CONTROL
 DI7592  ______________________________________________________________________
 DI7592* NAD 83(1986) POSITION- 45 05 50.1    (N) 087 35 09.4    (W)   HD_HELD2
 DI7592* NAVD 88 ORTHO HEIGHT -   178.539 (meters)      585.76  (feet) ADJUSTED
 DI7592  ______________________________________________________________________
 DI7592  GEOID HEIGHT    -        -37.015 (meters)                     GEOID18
 DI7592  DYNAMIC HEIGHT  -        178.521 (meters)      585.70  (feet) COMP
 DI7592  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 DI7592
 DI7592  VERT ORDER      -  SECOND    CLASS I
 DI7592
 DI7592.The horizontal coordinates were established by autonomous hand held GPS
 DI7592.observations and have an estimated accuracy of +/- 10 meters.
 DI7592
 DI7592.The orthometric height was determined by differential leveling and
 DI7592.adjusted by the NATIONAL GEODETIC SURVEY
 DI7592.in February 2017.
 DI7592
 DI7592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7592.GEOID18 height accuracy estimate available here.
 DI7592
 DI7592.This Water Level Mark is designated as VM 18721
 DI7592.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI7592
 DI7592.Click photographs - Photos may exist for this station.
 DI7592
 DI7592.The dynamic height is computed by dividing the NAVD 88
 DI7592.geopotential number by the normal gravity value computed on the
 DI7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7592.degrees latitude (g = 980.6199 gals.).
 DI7592
 DI7592.The modeled gravity was interpolated from observed gravity values.
 DI7592
 DI7592;                    North         East    Units  Estimated Accuracy
 DI7592;SPC MI N     -    35,062.    7,953,873.      MT  (+/- 10 meters HH2 GPS)
 DI7592
 DI7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5389693920(NAD 83)
 DI7592
 DI7592                          SUPERSEDED SURVEY CONTROL
 DI7592
 DI7592  NAVD 88 (06/12/07)  178.547  (m)          585.78   (f) SUPERSEDED  2 1
 DI7592
 DI7592.Superseded values are not recommended for survey control.
 DI7592
 DI7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7592.See file dsdata.pdf to determine how the superseded data were derived.
 DI7592
 DI7592_MARKER: DD = SURVEY DISK
 DI7592_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI7592_SP_SET: BREAKWALL
 DI7592_STAMPING: 93 2 1973
 DI7592_MARK LOGO: USACE
 DI7592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI7592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7592+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DI7592
 DI7592  HISTORY     - Date     Condition        Report By
 DI7592  HISTORY     - UNK      MONUMENTED       USACE
 DI7592  HISTORY     - 20060830 GOOD             NGS
 DI7592  HISTORY     - 20150814 GOOD             CO-OPS
 DI7592  HISTORY     - 20150831 GOOD             WIDT
 DI7592  HISTORY     - 20180711 GOOD             CO-OPS
 DI7592
 DI7592                          STATION DESCRIPTION
 DI7592
 DI7592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 DI7592'TO REACH FROM THE FIRST STREET BRIDGE OVER THE MENOMINEE RIVER, GO
 DI7592'NORTH ALONG 1ST STREET FOR 0.2 MILE (0.3 KM) TO HARBOR DRIVE.  TURN
 DI7592'RIGHT AND GO EAST ON HARBOR DRIVE TO ITS END AND THE BREAKWALL ALONG
 DI7592'THE NORTH SIDE OF THE MENOMINEE RIVER.  GO ALONG THE PIER TO A LIGHT
 DI7592'HOUSE AND THE STATION.
 DI7592'
 DI7592'THE STATION IS 6.4 FEET NORTHEAST OF THE EAST CORNER OF THE LIGHT
 DI7592'HOUSE FOUNDATION.
 DI7592
 DI7592                          STATION RECOVERY (2015)
 DI7592
 DI7592'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2015 (PTR)
 DI7592'RECOVERED AS DESCRIBED.
 DI7592
 DI7592                          STATION RECOVERY (2015)
 DI7592
 DI7592'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DI7592'RECOVERED AS DESCRIBED.
 DI7592
 DI7592                          STATION RECOVERY (2018)
 DI7592
 DI7592'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (CSS)
 DI7592'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6835 ***********************************************************************
 AA6835  DESIGNATION -  93 256A
 AA6835  PID         -  AA6835
 AA6835  STATE/COUNTY-  MI/WAYNE
 AA6835  COUNTRY     -  US
 AA6835  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6835
 AA6835                         *CURRENT SURVEY CONTROL
 AA6835  ______________________________________________________________________
 AA6835* NAD 83(2011) POSITION- 42 26 04.64101(N) 083 00 07.66334(W)   ADJUSTED
 AA6835* NAD 83(2011) ELLIP HT-   157.331 (meters)        (06/27/12)   ADJUSTED
 AA6835* NAD 83(2011) EPOCH   -  2010.00
 AA6835* NAVD 88 ORTHO HEIGHT -   191.861 (meters)      629.46  (feet) ADJUSTED
 AA6835  ______________________________________________________________________
 AA6835  GEOID HEIGHT    -        -34.512 (meters)                     GEOID18
 AA6835  NAD 83(2011) X  -    574,400.591 (meters)                     COMP
 AA6835  NAD 83(2011) Y  - -4,679,554.714 (meters)                     COMP
 AA6835  NAD 83(2011) Z  -  4,281,463.771 (meters)                     COMP
 AA6835  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 AA6835  DYNAMIC HEIGHT  -        191.806 (meters)      629.28  (feet) COMP
 AA6835  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 AA6835
 AA6835  VERT ORDER      -  SECOND    CLASS I
 AA6835
 AA6835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6835  Standards:
 AA6835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6835  -------------------------------------------------------------------
 AA6835  NETWORK    0.67   0.78           0.31   0.22   0.40     -0.03934296
 AA6835  -------------------------------------------------------------------
 AA6835  Click here for local accuracies and other accuracy information.
 AA6835
 AA6835.The horizontal coordinates were established by GPS observations
 AA6835.and adjusted by the National Geodetic Survey in June 2012.
 AA6835
 AA6835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6835.been affixed to the stable North American tectonic plate. See 
 AA6835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6835
 AA6835.The horizontal coordinates are valid at the epoch date displayed above
 AA6835.which is a decimal equivalence of Year/Month/Day.
 AA6835
 AA6835.The orthometric height was determined by differential leveling and
 AA6835.adjusted by the NATIONAL GEODETIC SURVEY
 AA6835.in July 2007.
 AA6835
 AA6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6835.GEOID18 height accuracy estimate available here.
 AA6835
 AA6835.Click photographs - Photos may exist for this station.
 AA6835
 AA6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6835
 AA6835.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6835
 AA6835.The ellipsoidal height was determined by GPS observations
 AA6835.and is referenced to NAD 83.
 AA6835
 AA6835.The dynamic height is computed by dividing the NAVD 88
 AA6835.geopotential number by the normal gravity value computed on the
 AA6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6835.degrees latitude (g = 980.6199 gals.).
 AA6835
 AA6835.The modeled gravity was interpolated from observed gravity values.
 AA6835
 AA6835. The following values were computed from the NAD 83(2011) position.
 AA6835
 AA6835;                    North         East     Units Scale Factor Converg.
 AA6835;SPC MI S     -   104,725.468 4,112,268.524   MT  0.99993759   +0 55 43.0
 AA6835;SPC MI S     -   343,587.49 13,491,694.63   iFT  0.99993759   +0 55 43.0
 AA6835;UTM  17      - 4,699,975.563   335,318.500   MT  0.99993368   -1 21 04.5
 AA6835
 AA6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6835!SPC MI S     -   0.99997533  x   0.99993759  =   0.99991292
 AA6835!UTM  17      -   0.99997533  x   0.99993368  =   0.99990901
 AA6835
 AA6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3531899975(NAD 83)
 AA6835
 AA6835                          SUPERSEDED SURVEY CONTROL
 AA6835
 AA6835  NAD 83(2007)-  42 26 04.64111(N)    083 00 07.66459(W) AD(2002.00) 0
 AA6835  ELLIP H (02/10/07)  157.320  (m)                       GP(2002.00)    
 AA6835  ELLIP H (07/12/02)  157.362  (m)                       GP(       ) 4 1
 AA6835  NAD 83(1994)-  42 26 04.64111(N)    083 00 07.66431(W) AD(       ) 1
 AA6835  ELLIP H (02/03/97)  157.399  (m)                       GP(       ) 4 1
 AA6835  NAD 83(1986)-  42 26 04.64547(N)    083 00 07.69653(W) AD(       ) 1
 AA6835  NAVD 88 (07/20/95)  191.6    (m)  GEOID93  model used  GPS OBS        
 AA6835
 AA6835.Superseded values are not recommended for survey control.
 AA6835
 AA6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6835.See file dsdata.pdf to determine how the superseded data were derived.
 AA6835
 AA6835_MARKER: DD = SURVEY DISK
 AA6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6835_STAMPING: 93-256A
 AA6835_MARK LOGO: MI1260
 AA6835_PROJECTION: RECESSED 15 CENTIMETERS
 AA6835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6835+STABILITY: SURFACE MOTION
 AA6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6835+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 AA6835
 AA6835  HISTORY     - Date     Condition        Report By
 AA6835  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6835  HISTORY     - 19961217 GOOD             WADTRI
 AA6835  HISTORY     - 20011212 GOOD             INDIV
 AA6835  HISTORY     - 20060420 GOOD             MIDT
 AA6835  HISTORY     - 20140626 GOOD             COMPDA
 AA6835
 AA6835                          STATION DESCRIPTION
 AA6835
 AA6835'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6835'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF THE DETROIT CITY
 AA6835'AIRPORT ON SEVEN MILE ROAD AT ANNOTT STREET. TO REACH FROM THE
 AA6835'INTERSECTION OF M-53 (VAN DYKE ROAD) AND SEVEN MILE ROAD PROCEED EAST
 AA6835'1.15 MILESON SEVEN MILE ROAD TO ANNOTT STREET AND THE STATION IN THE
 AA6835'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6835'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6835'CAST IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK. THE
 AA6835'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6835
 AA6835                          STATION RECOVERY (1996)
 AA6835
 AA6835'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6835'RECOVERED AS DESCRIBED.
 AA6835
 AA6835                          STATION RECOVERY (2001)
 AA6835
 AA6835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6835'RECOVERED IN GOOD CONDITION.
 AA6835
 AA6835                          STATION RECOVERY (2006)
 AA6835
 AA6835'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6835'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AA6835'1.10 METERS (3.6 FEET) SOUTHWEST OF A CARSONITE WITNESS POST.
 AA6835
 AA6835                          STATION RECOVERY (2014)
 AA6835
 AA6835'RECOVERY NOTE BY COMPASSDATA INC 2014 (NK)
 AA6835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0020 ***********************************************************************
 NF0020  DESIGNATION -  935
 NF0020  PID         -  NF0020
 NF0020  STATE/COUNTY-  MI/INGHAM
 NF0020  COUNTRY     -  US
 NF0020  USGS QUAD   -  MILLVILLE (2017)
 NF0020
 NF0020                         *CURRENT SURVEY CONTROL
 NF0020  ______________________________________________________________________
 NF0020* NAD 83(1986) POSITION- 42 36 00.     (N) 084 13 20.     (W)   SCALED
 NF0020* NAVD 88 ORTHO HEIGHT -   284.664 (meters)      933.94  (feet) ADJUSTED
 NF0020  ______________________________________________________________________
 NF0020  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 NF0020  DYNAMIC HEIGHT  -        284.584 (meters)      933.67  (feet) COMP
 NF0020  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 NF0020
 NF0020  VERT ORDER      -  SECOND    CLASS 0
 NF0020
 NF0020.The horizontal coordinates were scaled from a map and have
 NF0020.an estimated accuracy of +/- 6 seconds.
 NF0020
 NF0020.The orthometric height was determined by differential leveling and
 NF0020.adjusted by the NATIONAL GEODETIC SURVEY
 NF0020.in June 1991.
 NF0020
 NF0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0020.GEOID18 height accuracy estimate available here.
 NF0020
 NF0020.Click photographs - Photos may exist for this station.
 NF0020
 NF0020.The dynamic height is computed by dividing the NAVD 88
 NF0020.geopotential number by the normal gravity value computed on the
 NF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0020.degrees latitude (g = 980.6199 gals.).
 NF0020
 NF0020.The modeled gravity was interpolated from observed gravity values.
 NF0020
 NF0020;                    North         East    Units  Estimated Accuracy
 NF0020;SPC MI S     -   122,200.    4,011,850.      MT  (+/- 180 meters Scaled)
 NF0020
 NF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN278201(NAD 83)
 NF0020
 NF0020                          SUPERSEDED SURVEY CONTROL
 NF0020
 NF0020  NGVD 29 (??/??/92)  284.794  (m)          934.36   (f) ADJ UNCH    2 0
 NF0020
 NF0020.Superseded values are not recommended for survey control.
 NF0020
 NF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0020.See file dsdata.pdf to determine how the superseded data were derived.
 NF0020
 NF0020_MARKER: DD = SURVEY DISK
 NF0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0020_SP_SET: BUILDING
 NF0020_STAMPING: 935 1934
 NF0020_MARK LOGO: USGS
 NF0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0020
 NF0020  HISTORY     - Date     Condition        Report By
 NF0020  HISTORY     - 1934     MONUMENTED       USGS
 NF0020  HISTORY     - 1934     GOOD             CGS
 NF0020  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0020  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0020
 NF0020                          STATION DESCRIPTION
 NF0020
 NF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0020'AT VANTOWN.
 NF0020'AT VANTOWN, INGHAM COUNTY, ON COUNTY HIGHWAY 428, IN THE WEST
 NF0020'FACE OF THE MEMORIAL M.P. CHURCH, 19 YARDS SOUTHEAST OF THE
 NF0020'INTERSECTION WITH A NORTH-AND-SOUTH ROAD, 1.1 FEET SOUTH OF
 NF0020'THE NORTHWEST CORNER OF THE BUILDING, AND 3.4 FEET ABOVE GROUND.
 NF0020'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 935
 NF0020'1934 AND SET VERTICALLY.
 NF0020
 NF0020                          STATION RECOVERY (1977)
 NF0020
 NF0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0020'MARK NOT FOUND.
 NF0020
 NF0020                          STATION RECOVERY (2003)
 NF0020
 NF0020'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0020'THE ORIGINAL CHURCH HAS BEEN REMOVED AND A NEW CHURCH HAS BEEN
 NF0020'CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1378 ***********************************************************************
 RL1378  DESIGNATION -  939.2
 RL1378  PID         -  RL1378
 RL1378  STATE/COUNTY-  MI/ONTONAGON
 RL1378  COUNTRY     -  US
 RL1378  USGS QUAD   -  BERGLAND NE (2017)
 RL1378
 RL1378                         *CURRENT SURVEY CONTROL
 RL1378  ______________________________________________________________________
 RL1378* NAD 83(1986) POSITION- 46 44 40.     (N) 089 33 57.     (W)   SCALED
 RL1378* NAVD 88 ORTHO HEIGHT -   286.291 (meters)      939.27  (feet) ADJUSTED
 RL1378  ______________________________________________________________________
 RL1378  GEOID HEIGHT    -        -30.920 (meters)                     GEOID18
 RL1378  DYNAMIC HEIGHT  -        286.330 (meters)      939.40  (feet) COMP
 RL1378  MODELED GRAVITY -    980,739.2   (mgal)                       NAVD 88
 RL1378
 RL1378  VERT ORDER      -  SECOND    CLASS 0
 RL1378
 RL1378.The horizontal coordinates were scaled from a map and have
 RL1378.an estimated accuracy of +/- 6 seconds.
 RL1378
 RL1378.The orthometric height was determined by differential leveling and
 RL1378.adjusted by the NATIONAL GEODETIC SURVEY
 RL1378.in June 1991.
 RL1378
 RL1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1378.GEOID18 height accuracy estimate available here.
 RL1378
 RL1378.Click photographs - Photos may exist for this station.
 RL1378
 RL1378.The dynamic height is computed by dividing the NAVD 88
 RL1378.geopotential number by the normal gravity value computed on the
 RL1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1378.degrees latitude (g = 980.6199 gals.).
 RL1378
 RL1378.The modeled gravity was interpolated from observed gravity values.
 RL1378
 RL1378;                    North         East    Units  Estimated Accuracy
 RL1378;SPC MI N     -   221,140.    7,803,970.      MT  (+/- 180 meters Scaled)
 RL1378
 RL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS040799(NAD 83)
 RL1378
 RL1378                          SUPERSEDED SURVEY CONTROL
 RL1378
 RL1378  NGVD 29 (??/??/92)  286.320  (m)          939.37   (f) ADJ UNCH    2 0
 RL1378
 RL1378.Superseded values are not recommended for survey control.
 RL1378
 RL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1378.See file dsdata.pdf to determine how the superseded data were derived.
 RL1378
 RL1378_MARKER: B = BOLT
 RL1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1378_SP_SET: PINE TREE ROOT
 RL1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1378
 RL1378  HISTORY     - Date     Condition        Report By
 RL1378  HISTORY     - UNK      MONUMENTED       USGS
 RL1378  HISTORY     - 1948     GOOD             CGS
 RL1378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1378  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1378  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1378
 RL1378                          STATION DESCRIPTION
 RL1378
 RL1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1378'0.7 MI SE FROM WHITE PINE.
 RL1378'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1378'SCHOOL AT WHITE PINE, ABOUT 0.5 MILE SOUTH OF A 12-FOOT WOODEN
 RL1378'BRIDGE, 126 FEET NORTHWEST OF THE CENTER LINE OF A SIDE ROAD
 RL1378'NORTHEAST, 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RL1378'SET IN THE NORTHWEST ROOT OF A 6-INCH PINE TREE.
 RL1378
 RL1378                          STATION RECOVERY (1987)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1378'MARK NOT FOUND.
 RL1378
 RL1378                          STATION RECOVERY (1995)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1378'MARK NOT FOUND.
 RL1378
 RL1378                          STATION RECOVERY (2004)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0128 ***********************************************************************
 OK0128  DESIGNATION -  94 1/2
 OK0128  PID         -  OK0128
 OK0128  STATE/COUNTY-  MI/CLINTON
 OK0128  COUNTRY     -  US
 OK0128  USGS QUAD   -  OVID WEST (2017)
 OK0128
 OK0128                         *CURRENT SURVEY CONTROL
 OK0128  ______________________________________________________________________
 OK0128* NAD 83(1986) POSITION- 43 00 19.     (N) 084 29 09.     (W)   SCALED
 OK0128* NAVD 88 ORTHO HEIGHT -   229.709 (meters)      753.64  (feet) ADJUSTED
 OK0128  ______________________________________________________________________
 OK0128  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 OK0128  DYNAMIC HEIGHT  -        229.658 (meters)      753.47  (feet) COMP
 OK0128  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 OK0128
 OK0128  VERT ORDER      -  SECOND    CLASS 0
 OK0128
 OK0128.The horizontal coordinates were scaled from a map and have
 OK0128.an estimated accuracy of +/- 6 seconds.
 OK0128
 OK0128.The orthometric height was determined by differential leveling and
 OK0128.adjusted by the NATIONAL GEODETIC SURVEY
 OK0128.in June 1991.
 OK0128
 OK0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0128.GEOID18 height accuracy estimate available here.
 OK0128
 OK0128.Click photographs - Photos may exist for this station.
 OK0128
 OK0128.The dynamic height is computed by dividing the NAVD 88
 OK0128.geopotential number by the normal gravity value computed on the
 OK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0128.degrees latitude (g = 980.6199 gals.).
 OK0128
 OK0128.The modeled gravity was interpolated from observed gravity values.
 OK0128
 OK0128;                    North         East    Units  Estimated Accuracy
 OK0128;SPC MI S     -   167,210.    3,990,290.      MT  (+/- 180 meters Scaled)
 OK0128
 OK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN049644(NAD 83)
 OK0128
 OK0128                          SUPERSEDED SURVEY CONTROL
 OK0128
 OK0128  NGVD 29 (??/??/92)  229.851  (m)          754.10   (f) ADJ UNCH    2 0
 OK0128
 OK0128.Superseded values are not recommended for survey control.
 OK0128
 OK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0128.See file dsdata.pdf to determine how the superseded data were derived.
 OK0128
 OK0128_MARKER: DD = SURVEY DISK
 OK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0128_STAMPING: BM 94 1/2
 OK0128_MARK LOGO: GTWRR
 OK0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0128+STABILITY: SURFACE MOTION
 OK0128
 OK0128  HISTORY     - Date     Condition        Report By
 OK0128  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0128  HISTORY     - 1934     GOOD             CGS
 OK0128  HISTORY     - 19941027 POOR             LOCENG
 OK0128  HISTORY     - 19951027 POOR             LOCENG
 OK0128
 OK0128                          STATION DESCRIPTION
 OK0128
 OK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0128'3.5 MI E FROM ST JOHNS.
 OK0128'3.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0128'STATION AT SAINT JOHNS, CLINTON COUNTY, 12 RAILS WEST OF A
 OK0128'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH
 OK0128'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0128'PLUG, STAMPED BM 94 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0128
 OK0128                          STATION RECOVERY (1994)
 OK0128
 OK0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0128'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  LEANING TO NORTH
 OK0128'A LITTLE.  SET PLASTIC SURVEY MARKER POST 2.0 FT (0.6 M) SOUTH.
 OK0128
 OK0128                          STATION RECOVERY (1995)
 OK0128
 OK0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0128'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  LEANING TO NORTH
 OK0128'A LITTLE.  SET PLASTIC SURVEY MARKER POST 2.0 FT (0.6 M) SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6842 ***********************************************************************
 AA6842  DESIGNATION -  94 250
 AA6842  PID         -  AA6842
 AA6842  STATE/COUNTY-  MI/WAYNE
 AA6842  COUNTRY     -  US
 AA6842  USGS QUAD   -  GROSSE POINTE (2017)
 AA6842
 AA6842                         *CURRENT SURVEY CONTROL
 AA6842  ______________________________________________________________________
 AA6842* NAD 83(2011) POSITION- 42 26 05.32826(N) 082 59 41.06581(W)   ADJUSTED
 AA6842* NAD 83(2011) ELLIP HT-   156.050 (meters)        (06/27/12)   ADJUSTED
 AA6842* NAD 83(2011) EPOCH   -  2010.00
 AA6842* NAVD 88 ORTHO HEIGHT -   190.594 (meters)      625.31  (feet) ADJUSTED
 AA6842  ______________________________________________________________________
 AA6842  GEOID HEIGHT    -        -34.520 (meters)                     GEOID18
 AA6842  NAD 83(2011) X  -    575,002.147 (meters)                     COMP
 AA6842  NAD 83(2011) Y  - -4,679,465.466 (meters)                     COMP
 AA6842  NAD 83(2011) Z  -  4,281,478.558 (meters)                     COMP
 AA6842  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 AA6842  DYNAMIC HEIGHT  -        190.540 (meters)      625.13  (feet) COMP
 AA6842  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 AA6842
 AA6842  VERT ORDER      -  SECOND    CLASS I
 AA6842
 AA6842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6842  Standards:
 AA6842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6842  -------------------------------------------------------------------
 AA6842  NETWORK    0.82   0.94           0.38   0.27   0.48     -0.03185589
 AA6842  -------------------------------------------------------------------
 AA6842  Click here for local accuracies and other accuracy information.
 AA6842
 AA6842.The horizontal coordinates were established by GPS observations
 AA6842.and adjusted by the National Geodetic Survey in June 2012.
 AA6842
 AA6842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6842.been affixed to the stable North American tectonic plate. See 
 AA6842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6842
 AA6842.The horizontal coordinates are valid at the epoch date displayed above
 AA6842.which is a decimal equivalence of Year/Month/Day.
 AA6842
 AA6842.The orthometric height was determined by differential leveling and
 AA6842.adjusted by the NATIONAL GEODETIC SURVEY
 AA6842.in July 2007.
 AA6842
 AA6842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6842.GEOID18 height accuracy estimate available here.
 AA6842
 AA6842.Click photographs - Photos may exist for this station.
 AA6842
 AA6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6842
 AA6842.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6842
 AA6842.The ellipsoidal height was determined by GPS observations
 AA6842.and is referenced to NAD 83.
 AA6842
 AA6842.The dynamic height is computed by dividing the NAVD 88
 AA6842.geopotential number by the normal gravity value computed on the
 AA6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6842.degrees latitude (g = 980.6199 gals.).
 AA6842
 AA6842.The modeled gravity was interpolated from observed gravity values.
 AA6842
 AA6842. The following values were computed from the NAD 83(2011) position.
 AA6842
 AA6842;                    North         East     Units Scale Factor Converg.
 AA6842;SPC MI S     -   104,756.548 4,112,875.995   MT  0.99993756   +0 56 01.1
 AA6842;SPC MI S     -   343,689.46 13,493,687.65   iFT  0.99993756   +0 56 01.1
 AA6842;UTM  17      - 4,699,982.453   335,926.723   MT  0.99993122   -1 20 46.5
 AA6842
 AA6842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6842!SPC MI S     -   0.99997553  x   0.99993756  =   0.99991309
 AA6842!UTM  17      -   0.99997553  x   0.99993122  =   0.99990675
 AA6842
 AA6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3592699982(NAD 83)
 AA6842
 AA6842                          SUPERSEDED SURVEY CONTROL
 AA6842
 AA6842  NAD 83(2007)-  42 26 05.32836(N)    082 59 41.06706(W) AD(2002.00) 0
 AA6842  ELLIP H (02/10/07)  156.039  (m)                       GP(2002.00)    
 AA6842  ELLIP H (07/12/02)  156.079  (m)                       GP(       ) 4 1
 AA6842  NAD 83(1994)-  42 26 05.32836(N)    082 59 41.06679(W) AD(       ) 1
 AA6842  ELLIP H (02/03/97)  156.117  (m)                       GP(       ) 4 1
 AA6842  NAD 83(1986)-  42 26 05.33272(N)    082 59 41.09901(W) AD(       ) 1
 AA6842  NAVD 88 (07/20/95)  190.4    (m)  GEOID93  model used  GPS OBS        
 AA6842
 AA6842.Superseded values are not recommended for survey control.
 AA6842
 AA6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6842.See file dsdata.pdf to determine how the superseded data were derived.
 AA6842
 AA6842_MARKER: DD = SURVEY DISK
 AA6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6842_STAMPING: 94-250 1960
 AA6842_MARK LOGO: MI1260
 AA6842_PROJECTION: RECESSED 15 CENTIMETERS
 AA6842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6842+STABILITY: SURFACE MOTION
 AA6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6842+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 AA6842
 AA6842  HISTORY     - Date     Condition        Report By
 AA6842  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6842  HISTORY     - 19961217 GOOD             WADTRI
 AA6842  HISTORY     - 20021012 GOOD             USPSQD
 AA6842  HISTORY     - 20050823 GOOD             MIDT
 AA6842
 AA6842                          STATION DESCRIPTION
 AA6842
 AA6842'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6842'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF THE DETROIT CITY
 AA6842'AIRPORT ON SEVEN MILE ROAD AT WALTHAM ROAD. TO REACH FROM THE
 AA6842'INTERSECTION OF M-53 (VAN DYKE ROAD) AND SEVEN MILE ROAD PROCEED EAST
 AA6842'1.45 MILESON SEVEN MILE ROAD TO WALTHAM ROAD AND THE STATION IN THE
 AA6842'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6842'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6842'CAST IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK. THE
 AA6842'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6842
 AA6842                          STATION RECOVERY (1996)
 AA6842
 AA6842'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6842'RECOVERED AS DESCRIBED.
 AA6842
 AA6842                          STATION RECOVERY (2002)
 AA6842
 AA6842'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AA6842'NEW DIRECTIONS TO MARKER - 18 FEET NORTH OF NORTH CURB OF 7 MILE RD.
 AA6842'10 FEET EAST OF WEST CURB OF WALTHAM RD. MARKER IN CAST IRON BOX IS
 AA6842'NOT IN INTERSECTION OF 2 SIDEWALKS.
 AA6842
 AA6842                          STATION RECOVERY (2005)
 AA6842
 AA6842'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MAO)
 AA6842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1346 ***********************************************************************
 RL1346  DESIGNATION -  941.8
 RL1346  PID         -  RL1346
 RL1346  STATE/COUNTY-  MI/ONTONAGON
 RL1346  COUNTRY     -  US
 RL1346  USGS QUAD   -  WHITE PINE (2017)
 RL1346
 RL1346                         *CURRENT SURVEY CONTROL
 RL1346  ______________________________________________________________________
 RL1346* NAD 83(1986) POSITION- 46 45 51.     (N) 089 37 16.     (W)   SCALED
 RL1346* NAVD 88 ORTHO HEIGHT -   287.154 (meters)      942.10  (feet) ADJUSTED
 RL1346  ______________________________________________________________________
 RL1346  GEOID HEIGHT    -        -30.871 (meters)                     GEOID18
 RL1346  DYNAMIC HEIGHT  -        287.192 (meters)      942.23  (feet) COMP
 RL1346  MODELED GRAVITY -    980,737.1   (mgal)                       NAVD 88
 RL1346
 RL1346  VERT ORDER      -  SECOND    CLASS 0
 RL1346
 RL1346.The horizontal coordinates were scaled from a map and have
 RL1346.an estimated accuracy of +/- 6 seconds.
 RL1346
 RL1346.The orthometric height was determined by differential leveling and
 RL1346.adjusted by the NATIONAL GEODETIC SURVEY
 RL1346.in June 1991.
 RL1346
 RL1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1346.GEOID18 height accuracy estimate available here.
 RL1346
 RL1346.Click photographs - Photos may exist for this station.
 RL1346
 RL1346.The dynamic height is computed by dividing the NAVD 88
 RL1346.geopotential number by the normal gravity value computed on the
 RL1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1346.degrees latitude (g = 980.6199 gals.).
 RL1346
 RL1346.The modeled gravity was interpolated from observed gravity values.
 RL1346
 RL1346;                    North         East    Units  Estimated Accuracy
 RL1346;SPC MI N     -   223,470.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1346
 RL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998822(NAD 83)
 RL1346
 RL1346                          SUPERSEDED SURVEY CONTROL
 RL1346
 RL1346  NGVD 29 (??/??/92)  287.180  (m)          942.19   (f) ADJ UNCH    2 0
 RL1346
 RL1346.Superseded values are not recommended for survey control.
 RL1346
 RL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1346.See file dsdata.pdf to determine how the superseded data were derived.
 RL1346
 RL1346_MARKER: N = NAIL
 RL1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1346_SP_SET: BIRCH TREE
 RL1346_STAMPING: USGS BM
 RL1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1346
 RL1346  HISTORY     - Date     Condition        Report By
 RL1346  HISTORY     - UNK      MONUMENTED       USGS
 RL1346  HISTORY     - 1948     GOOD             CGS
 RL1346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1346  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1346
 RL1346                          STATION DESCRIPTION
 RL1346
 RL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1346'6.4 MI SW FROM SILVER CITY.
 RL1346'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1346'INTERSECTION WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.85
 RL1346'MILES SOUTH ALONG THE NONESUCH MINE ROAD, 0.2 MILE SOUTH OF A SIDE
 RL1346'ROAD WEST, 0.15 MILE SOUTH OF AN ABANDONED STEEL BRIDGE, AT A
 RL1346'DIM CROSS ROAD, IN A VERY SMALL CLEARING ON THE NORTHEAST SIDE
 RL1346'OF THE ROAD, 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1346'23 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET NORTHWEST
 RL1346'OF BENCH MARK C 136, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL1346'NORTHWEST ROOT OF AN 18-INCH BIRCH TREE.
 RL1346
 RL1346                          STATION RECOVERY (1988)
 RL1346
 RL1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1346'MARK NOT FOUND.
 RL1346
 RL1346                          STATION RECOVERY (2004)
 RL1346
 RL1346'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0376 ***********************************************************************
 NE0376  DESIGNATION -  944 USLS RESET 1962
 NE0376  PID         -  NE0376
 NE0376  STATE/COUNTY-  MI/OAKLAND
 NE0376  COUNTRY     -  US
 NE0376  USGS QUAD   -  PONTIAC NORTH (2017)
 NE0376
 NE0376                         *CURRENT SURVEY CONTROL
 NE0376  ______________________________________________________________________
 NE0376* NAD 83(1986) POSITION- 42 38 19.     (N) 083 17 35.     (W)   SCALED
 NE0376* NAVD 88 ORTHO HEIGHT -   286.97  (+/-2cm)      941.5   (feet) VERTCON3
 NE0376  ______________________________________________________________________
 NE0376  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 NE0376  VERT ORDER      -  THIRD (See Below)
 NE0376
 NE0376.The horizontal coordinates were scaled from a map and have
 NE0376.an estimated accuracy of +/- 6 seconds.
 NE0376
 NE0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0376
 NE0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0376.GEOID18 height accuracy estimate available here.
 NE0376
 NE0376.The vertical order pertains to the NGVD 29 superseded value.
 NE0376
 NE0376.Click photographs - Photos may exist for this station.
 NE0376
 NE0376;                    North         East    Units  Estimated Accuracy
 NE0376;SPC MI S     -   127,040.    4,088,050.      MT  (+/- 180 meters Scaled)
 NE0376
 NE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH120232(NAD 83)
 NE0376
 NE0376                          SUPERSEDED SURVEY CONTROL
 NE0376
 NE0376  NGVD 29 (02/05/16)  287.08   (m)          941.9    (f) RESET       3  
 NE0376
 NE0376.Superseded values are not recommended for survey control.
 NE0376
 NE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0376.See file dsdata.pdf to determine how the superseded data were derived.
 NE0376
 NE0376_MARKER: DD = SURVEY DISK
 NE0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0376_SP_SET: WALL
 NE0376_STAMPING: 944 RESET 1962
 NE0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0376
 NE0376  HISTORY     - Date     Condition        Report By
 NE0376  HISTORY     - 1962     MONUMENTED       MI-125
 NE0376  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0376
 NE0376                          STATION DESCRIPTION
 NE0376
 NE0376'DESCRIBED BY OAKLAND COUNTY MICHIGAN 1962
 NE0376'AT PONTIAC.
 NE0376'AT PONTIAC, 50 FEET NORTH AND 49 FEET EAST OF THE INTERSECTION
 NE0376'OF SAGINAW AND HURON STREETS AT THE SOUTHWEST CORNER OF WAITES
 NE0376'DEPARTMENT STORE BUILDING, AND SET IN THE SOUTH WALL.
 NE0376
 NE0376                          STATION RECOVERY (2002)
 NE0376
 NE0376'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHJ)
 NE0376'PRESENT SITE OF 50TH DISTRICT COURT HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0133 ***********************************************************************
 NF0133  DESIGNATION -  946
 NF0133  PID         -  NF0133
 NF0133  STATE/COUNTY-  MI/JACKSON
 NF0133  COUNTRY     -  US
 NF0133  USGS QUAD   -  MICHIGAN CENTER (2017)
 NF0133
 NF0133                         *CURRENT SURVEY CONTROL
 NF0133  ______________________________________________________________________
 NF0133* NAD 83(1986) POSITION- 42 13 56.     (N) 084 19 38.     (W)   SCALED
 NF0133* NAVD 88 ORTHO HEIGHT -   287.997 (meters)      944.87  (feet) ADJUSTED
 NF0133  ______________________________________________________________________
 NF0133  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 NF0133  DYNAMIC HEIGHT  -        287.893 (meters)      944.53  (feet) COMP
 NF0133  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 NF0133
 NF0133  VERT ORDER      -  FIRST     CLASS II
 NF0133
 NF0133.The horizontal coordinates were scaled from a map and have
 NF0133.an estimated accuracy of +/- 6 seconds.
 NF0133
 NF0133.The orthometric height was determined by differential leveling and
 NF0133.adjusted by the NATIONAL GEODETIC SURVEY
 NF0133.in June 1991.
 NF0133
 NF0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0133.GEOID18 height accuracy estimate available here.
 NF0133
 NF0133.Click photographs - Photos may exist for this station.
 NF0133
 NF0133.The dynamic height is computed by dividing the NAVD 88
 NF0133.geopotential number by the normal gravity value computed on the
 NF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0133.degrees latitude (g = 980.6199 gals.).
 NF0133
 NF0133.The modeled gravity was interpolated from observed gravity values.
 NF0133
 NF0133;                    North         East    Units  Estimated Accuracy
 NF0133;SPC MI S     -    81,340.    4,003,260.      MT  (+/- 180 meters Scaled)
 NF0133
 NF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM205790(NAD 83)
 NF0133
 NF0133                          SUPERSEDED SURVEY CONTROL
 NF0133
 NF0133.No superseded survey control is available for this station.
 NF0133
 NF0133_MARKER: P = PIPE CAP
 NF0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0133_STAMPING: MICH 946
 NF0133_MARK LOGO: USGS
 NF0133_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0133
 NF0133  HISTORY     - Date     Condition        Report By
 NF0133  HISTORY     - 1916     MONUMENTED       USGS
 NF0133  HISTORY     - 1934     GOOD             CGS
 NF0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0133
 NF0133                          STATION DESCRIPTION
 NF0133
 NF0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0133'2.8 MI E FROM MICHIGAN CENTER.
 NF0133'AT MICHIGAN CENTER, JACKSON COUNTY, ON THE MICHIGAN CENTRAL
 NF0133'RAILROAD, AT THE CROSSING OF MAIN STREET, AND AT THE NORTHWEST
 NF0133'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NF0133'STAMPED MICH 946 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 NF0133'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 NF0133
 NF0133                          STATION RECOVERY (1985)
 NF0133
 NF0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0130 ***********************************************************************
 OK0130  DESIGNATION -  95 1/2
 OK0130  PID         -  OK0130
 OK0130  STATE/COUNTY-  MI/CLINTON
 OK0130  COUNTRY     -  US
 OK0130  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0130
 OK0130                         *CURRENT SURVEY CONTROL
 OK0130  ______________________________________________________________________
 OK0130* NAD 83(1986) POSITION- 43 00 19.     (N) 084 30 18.     (W)   SCALED
 OK0130* NAVD 88 ORTHO HEIGHT -   231.642 (meters)      759.98  (feet) ADJUSTED
 OK0130  ______________________________________________________________________
 OK0130  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 OK0130  DYNAMIC HEIGHT  -        231.590 (meters)      759.81  (feet) COMP
 OK0130  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 OK0130
 OK0130  VERT ORDER      -  SECOND    CLASS 0
 OK0130
 OK0130.The horizontal coordinates were scaled from a map and have
 OK0130.an estimated accuracy of +/- 6 seconds.
 OK0130
 OK0130.The orthometric height was determined by differential leveling and
 OK0130.adjusted by the NATIONAL GEODETIC SURVEY
 OK0130.in June 1991.
 OK0130
 OK0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0130.GEOID18 height accuracy estimate available here.
 OK0130
 OK0130.Click photographs - Photos may exist for this station.
 OK0130
 OK0130.The dynamic height is computed by dividing the NAVD 88
 OK0130.geopotential number by the normal gravity value computed on the
 OK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0130.degrees latitude (g = 980.6199 gals.).
 OK0130
 OK0130.The modeled gravity was interpolated from observed gravity values.
 OK0130
 OK0130;                    North         East    Units  Estimated Accuracy
 OK0130;SPC MI S     -   167,210.    3,988,720.      MT  (+/- 180 meters Scaled)
 OK0130
 OK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN033644(NAD 83)
 OK0130
 OK0130                          SUPERSEDED SURVEY CONTROL
 OK0130
 OK0130  NGVD 29 (??/??/92)  231.782  (m)          760.44   (f) ADJ UNCH    2 0
 OK0130
 OK0130.Superseded values are not recommended for survey control.
 OK0130
 OK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0130.See file dsdata.pdf to determine how the superseded data were derived.
 OK0130
 OK0130_MARKER: DD = SURVEY DISK
 OK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0130_STAMPING: 95 1/2
 OK0130_MARK LOGO: GTWRR
 OK0130_PROJECTION: FLUSH
 OK0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0130+STABILITY: SURFACE MOTION
 OK0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0130+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0130
 OK0130  HISTORY     - Date     Condition        Report By
 OK0130  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0130  HISTORY     - 1934     GOOD             CGS
 OK0130  HISTORY     - 19941024 GOOD             LOCENG
 OK0130  HISTORY     - 19951024 GOOD             LOCENG
 OK0130  HISTORY     - 20070605 GOOD             MIDT
 OK0130
 OK0130                          STATION DESCRIPTION
 OK0130
 OK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0130'2.5 MI E FROM ST JOHNS.
 OK0130'2.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0130'STATION AT SAINT JOHNS, CLINTON COUNTY, 12 RAILS WEST OF A ROAD
 OK0130'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A
 OK0130'FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0130'PLUG, STAMPED BM 95 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0130
 OK0130                          STATION RECOVERY (1994)
 OK0130
 OK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0130'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  TOP OF MONUMENT
 OK0130'IS STARTING TO BREAK UP.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0130'(0.6 M) SOUTH.
 OK0130
 OK0130                          STATION RECOVERY (1995)
 OK0130
 OK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0130'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  TOP OF MONUMENT
 OK0130'IS STARTING TO BREAK UP.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0130'(0.6 M) SOUTH.
 OK0130
 OK0130                          STATION RECOVERY (2007)
 OK0130
 OK0130'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0130'MARK IS PROTRUDING 30 CM (12 INCHES) ABOVE GROUND SURFACE. RECOVERED
 OK0130'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8069 ***********************************************************************
 AA8069  CBN         -  This is a Cooperative Base Network Control Station.
 AA8069  DESIGNATION -  95 WR
 AA8069  PID         -  AA8069
 AA8069  STATE/COUNTY-  MI/MECOSTA
 AA8069  COUNTRY     -  US
 AA8069  USGS QUAD   -  LAKEVIEW (2017)
 AA8069
 AA8069                         *CURRENT SURVEY CONTROL
 AA8069  ______________________________________________________________________
 AA8069* NAD 83(2011) POSITION- 43 29 24.67036(N) 085 20 32.86099(W)   ADJUSTED
 AA8069* NAD 83(2011) ELLIP HT-   270.681 (meters)        (06/27/12)   ADJUSTED
 AA8069* NAD 83(2011) EPOCH   -  2010.00
 AA8069* NAVD 88 ORTHO HEIGHT -   303.4   (meters)      995.    (feet) GPS OBS
 AA8069  ______________________________________________________________________
 AA8069  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AA8069  GEOID HEIGHT    -        -32.668 (meters)                     GEOID03
 AA8069  GEOID HEIGHT    -        -32.652 (meters)                     GEOID18
 AA8069  NAD 83(2011) X  -    376,348.419 (meters)                     COMP
 AA8069  NAD 83(2011) Y  - -4,619,534.184 (meters)                     COMP
 AA8069  NAD 83(2011) Z  -  4,367,357.090 (meters)                     COMP
 AA8069  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 AA8069
 AA8069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8069  Standards:
 AA8069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8069  -------------------------------------------------------------------
 AA8069  NETWORK    0.46   1.02           0.22   0.13   0.52      0.01555433
 AA8069  -------------------------------------------------------------------
 AA8069  Click here for local accuracies and other accuracy information.
 AA8069
 AA8069.The horizontal coordinates were established by GPS observations
 AA8069.and adjusted by the National Geodetic Survey in June 2012.
 AA8069
 AA8069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8069.been affixed to the stable North American tectonic plate. See 
 AA8069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8069
 AA8069.The horizontal coordinates are valid at the epoch date displayed above
 AA8069.which is a decimal equivalence of Year/Month/Day.
 AA8069
 AA8069.The orthometric height was determined by GPS observations and a
 AA8069.high-resolution geoid model.
 AA8069
 AA8069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8069.GEOID18 height accuracy estimate available here.
 AA8069
 AA8069.Click photographs - Photos may exist for this station.
 AA8069
 AA8069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8069
 AA8069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8069
 AA8069.The ellipsoidal height was determined by GPS observations
 AA8069.and is referenced to NAD 83.
 AA8069
 AA8069. The following values were computed from the NAD 83(2011) position.
 AA8069
 AA8069;                    North         East     Units Scale Factor Converg.
 AA8069;SPC MI S     -   221,528.583 3,921,072.899   MT  0.99996264   -0 39 50.6
 AA8069;SPC MI S     -   726,799.81 12,864,412.40   iFT  0.99996264   -0 39 50.6
 AA8069;UTM  16      - 4,816,585.907   634,025.314   MT  0.99982095   +1 08 27.4
 AA8069
 AA8069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8069!SPC MI S     -   0.99995756  x   0.99996264  =   0.99992020
 AA8069!UTM  16      -   0.99995756  x   0.99982095  =   0.99977851
 AA8069
 AA8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3402516585(NAD 83)
 AA8069
 AA8069                          SUPERSEDED SURVEY CONTROL
 AA8069
 AA8069  NAD 83(2007)-  43 29 24.67014(N)    085 20 32.86235(W) AD(2002.00) 0
 AA8069  ELLIP H (02/10/07)  270.691  (m)                       GP(2002.00)    
 AA8069  ELLIP H (07/12/02)  270.697  (m)                       GP(       ) 4 2
 AA8069  NAD 83(1994)-  43 29 24.67024(N)    085 20 32.86256(W) AD(       ) B
 AA8069  ELLIP H (09/20/95)  270.739  (m)                       GP(       ) 1 2
 AA8069  NAVD 88 (09/20/95)  303.3    (m)  GEOID93  model used  GPS OBS        
 AA8069
 AA8069.Superseded values are not recommended for survey control.
 AA8069
 AA8069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8069.See file dsdata.pdf to determine how the superseded data were derived.
 AA8069
 AA8069_MARKER: DB = BENCH MARK DISK
 AA8069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8069_STAMPING: 95 WR 995 1955
 AA8069_MARK LOGO: USGS
 AA8069_PROJECTION: PROJECTING 20 CENTIMETERS
 AA8069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8069+STABILITY: SURFACE MOTION
 AA8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8069+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2022
 AA8069
 AA8069  HISTORY     - Date     Condition        Report By
 AA8069  HISTORY     - 1955     MONUMENTED       USGS
 AA8069  HISTORY     - 19940805 GOOD             NGS
 AA8069  HISTORY     - 20010626 GOOD             USPSQD
 AA8069  HISTORY     - 20060522 GOOD             MIDT
 AA8069  HISTORY     - 20130531 GOOD             GOUFRA
 AA8069  HISTORY     - 20221106 GOOD             WILWRK
 AA8069
 AA8069                          STATION DESCRIPTION
 AA8069
 AA8069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8069'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) EAST OF MORLEY, 7.6 KM (4.70
 AA8069'MI) NORTHWEST OF LAKEVIEW, ALONG A PAVED COUNTY ROAD, ON THE
 AA8069'RIGHT-OF-WAY, ADJACENT TO AN UNFENCED CLOVER FIELD, ACROSS ROAD FROM
 AA8069'THE OLD DEERFIELD GRANGE HALL (NOW A PRIVATE RESIDENCE) , IN QUAD
 AA8069'430851, SECTION 25, T13N, R9W, DEERFIELD TOWNSHIP. OWNERSHIP--MECOSTA
 AA8069'COUNTY.  TO REACH FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAY 131 AND
 AA8069'JEFFERSON ROAD (EXIT 125) WEST OF MORLEY, GO EAST ON JEFFERSON ROAD
 AA8069'FOR 3.13 KM (1.95 MI) TO A T-ROAD IN MORLEY. TURN LEFT, NORTH, FOR
 AA8069'0.12 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST, ON FOURTH STREET
 AA8069'(BECOMES JEFFERSON ROAD) FOR 8.21 KM (5.10 MI) TO A GRADED ROAD LEFT,
 AA8069'130TH AVENUE.  CONTINUE AHEAD FOR 0.06 KM (0.05 MI) TO THE STATION ON
 AA8069'THE RIGHT.  STATION PROJECTS 20 CM ABOVE GROUND.  LOCATED 64 M (210.0
 AA8069'FT) EAST FROM THE EXTENDED CENTER OF 130TH AVENUE, 8.1 M (26.6 FT)
 AA8069'SOUTH FROM AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 13.6 M (44.6
 AA8069'FT) EAST FROM THE EXTENDED EAST WALL OF THE GRANGE HALL BUILDING, 9.1
 AA8069'M (29.9 FT) EAST FROM TELEPHONE PEDESTAL 12971, 0.5 M (1.6 FT) WEST
 AA8069'FROM A FIBERGLASS WITNESS POST, 0.2 M (0.7 FT) NORTH FROM A METAL
 AA8069'WITNESS POST.
 AA8069
 AA8069                          STATION RECOVERY (2001)
 AA8069
 AA8069'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8069'RECOVERED IN GOOD CONDITION.
 AA8069
 AA8069                          STATION RECOVERY (2006)
 AA8069
 AA8069'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AA8069'RECOVERED AS DESCRIBED.
 AA8069
 AA8069                          STATION RECOVERY (2013)
 AA8069
 AA8069'RECOVERY NOTE BY GOURDIE FRASER INC. 2013 (JO)
 AA8069'RECOVERED AS DESCRIBED
 AA8069
 AA8069                          STATION RECOVERY (2022)
 AA8069
 AA8069'RECOVERY NOTE BY WILLIAMS AND WORK INC 2022 (JL)
 AA8069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0515 ***********************************************************************
 NF0515  DESIGNATION -  951.5
 NF0515  PID         -  NF0515
 NF0515  STATE/COUNTY-  MI/BARRY
 NF0515  COUNTRY     -  US
 NF0515  USGS QUAD   -  DELTON (2017)
 NF0515
 NF0515                         *CURRENT SURVEY CONTROL
 NF0515  ______________________________________________________________________
 NF0515* NAD 83(1986) POSITION- 42 27 29.     (N) 085 28 09.     (W)   SCALED
 NF0515* NAVD 88 ORTHO HEIGHT -   289.895 (meters)      951.10  (feet) ADJUSTED
 NF0515  ______________________________________________________________________
 NF0515  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 NF0515  DYNAMIC HEIGHT  -        289.806 (meters)      950.81  (feet) COMP
 NF0515  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 NF0515
 NF0515  VERT ORDER      -  SECOND    CLASS 0
 NF0515
 NF0515.The horizontal coordinates were scaled from a map and have
 NF0515.an estimated accuracy of +/- 6 seconds.
 NF0515
 NF0515.The orthometric height was determined by differential leveling and
 NF0515.adjusted by the NATIONAL GEODETIC SURVEY
 NF0515.in June 1991.
 NF0515
 NF0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0515.GEOID18 height accuracy estimate available here.
 NF0515
 NF0515.Click photographs - Photos may exist for this station.
 NF0515
 NF0515.The dynamic height is computed by dividing the NAVD 88
 NF0515.geopotential number by the normal gravity value computed on the
 NF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0515.degrees latitude (g = 980.6199 gals.).
 NF0515
 NF0515.The modeled gravity was interpolated from observed gravity values.
 NF0515
 NF0515;                    North         East    Units  Estimated Accuracy
 NF0515;SPC MI S     -   107,010.    3,909,320.      MT  (+/- 180 meters Scaled)
 NF0515
 NF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258017(NAD 83)
 NF0515
 NF0515                          SUPERSEDED SURVEY CONTROL
 NF0515
 NF0515  NGVD 29 (??/??/92)  290.018  (m)          951.50   (f) ADJ UNCH    2 0
 NF0515
 NF0515.Superseded values are not recommended for survey control.
 NF0515
 NF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0515.See file dsdata.pdf to determine how the superseded data were derived.
 NF0515
 NF0515_MARKER: S = SPIKE
 NF0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0515_SP_SET: HICKORY TREE
 NF0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0515
 NF0515  HISTORY     - Date     Condition        Report By
 NF0515  HISTORY     - 1948     MONUMENTED       USGS
 NF0515  HISTORY     - 1948     GOOD             CGS
 NF0515  HISTORY     - 19940924 MARK NOT FOUND   MI-015
 NF0515  HISTORY     - 19960924 MARK NOT FOUND   MI-015
 NF0515
 NF0515                          STATION DESCRIPTION
 NF0515
 NF0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0515'0.7 MI W FROM MILO.
 NF0515'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND ROAD
 NF0515'JUNCTION AT MILO, AT THE TOP OF A GRADE, 20 FEET NORTH OF THE
 NF0515'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WIRE FENCE, 26 FEET
 NF0515'WEST OF THE CENTER OF A GAP, 14 FEET WEST OF USC AND GS BM A 175,
 NF0515'3 FEET ABOVE THE ROAD AND IS A SQUARE SPIKE DRIVEN IN THE SOUTH
 NF0515'SIDE OF A 22-INCH HICKORY TREE ABOUT 8 INCHES ABOVE THE GROUND.
 NF0515
 NF0515                          STATION RECOVERY (1994)
 NF0515
 NF0515'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0515'MARK NOT FOUND.
 NF0515
 NF0515                          STATION RECOVERY (1996)
 NF0515
 NF0515'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0859 ***********************************************************************
 RL0859  DESIGNATION -  954.9
 RL0859  PID         -  RL0859
 RL0859  STATE/COUNTY-  MI/ONTONAGON
 RL0859  COUNTRY     -  US
 RL0859  USGS QUAD   -  ROCKLAND (2017)
 RL0859
 RL0859                         *CURRENT SURVEY CONTROL
 RL0859  ______________________________________________________________________
 RL0859* NAD 83(1986) POSITION- 46 43 43.     (N) 089 11 26.     (W)   SCALED
 RL0859* NAVD 88 ORTHO HEIGHT -   291.108 (meters)      955.08  (feet) ADJUSTED
 RL0859  ______________________________________________________________________
 RL0859  GEOID HEIGHT    -        -31.829 (meters)                     GEOID18
 RL0859  DYNAMIC HEIGHT  -        291.139 (meters)      955.18  (feet) COMP
 RL0859  MODELED GRAVITY -    980,711.5   (mgal)                       NAVD 88
 RL0859
 RL0859  VERT ORDER      -  SECOND    CLASS 0
 RL0859
 RL0859.The horizontal coordinates were scaled from a map and have
 RL0859.an estimated accuracy of +/- 6 seconds.
 RL0859
 RL0859.The orthometric height was determined by differential leveling and
 RL0859.adjusted by the NATIONAL GEODETIC SURVEY
 RL0859.in June 1991.
 RL0859
 RL0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0859.GEOID18 height accuracy estimate available here.
 RL0859
 RL0859.Click photographs - Photos may exist for this station.
 RL0859
 RL0859.The dynamic height is computed by dividing the NAVD 88
 RL0859.geopotential number by the normal gravity value computed on the
 RL0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0859.degrees latitude (g = 980.6199 gals.).
 RL0859
 RL0859.The modeled gravity was interpolated from observed gravity values.
 RL0859
 RL0859;                    North         East    Units  Estimated Accuracy
 RL0859;SPC MI N     -   218,520.    7,832,590.      MT  (+/- 180 meters Scaled)
 RL0859
 RL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326773(NAD 83)
 RL0859
 RL0859                          SUPERSEDED SURVEY CONTROL
 RL0859
 RL0859  NGVD 29 (??/??/92)  291.123  (m)          955.13   (f) ADJ UNCH    2 0
 RL0859
 RL0859.Superseded values are not recommended for survey control.
 RL0859
 RL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0859.See file dsdata.pdf to determine how the superseded data were derived.
 RL0859
 RL0859_MARKER: Q = CHISELED SQUARE
 RL0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0859_SP_SET: CULVERT
 RL0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0859
 RL0859  HISTORY     - Date     Condition        Report By
 RL0859  HISTORY     - UNK      MONUMENTED       USGS
 RL0859  HISTORY     - 1948     GOOD             CGS
 RL0859  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0859
 RL0859                          STATION DESCRIPTION
 RL0859
 RL0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0859'1 MI SW FROM ROCKLAND.
 RL0859'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0859'ROCKLAND, THENCE 0.9 SOUTHWEST ALONG THE NORWICH ROAD, 0.4 MILE
 RL0859'SOUTHWEST OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0859'AND PACIFIC RAILWAY, AN OUTLINED SQUARE IN THE EAST HEAD WALL
 RL0859'OF A 10-FOOT CONCRETE BOX CULVERT, 5 FEET NORTH OF THE SOUTH
 RL0859'END OF THE HEAD WALL, 17 FEET EAST OF THE CENTER LINE OF THE
 RL0859'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 RL0859
 RL0859                          STATION RECOVERY (2001)
 RL0859
 RL0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0859'NEW PIPE CULVERT INSTALLED AT LOCATION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1544 ***********************************************************************
 RL1544  DESIGNATION -  96
 RL1544  PID         -  RL1544
 RL1544  STATE/COUNTY-  MI/HOUGHTON
 RL1544  COUNTRY     -  US
 RL1544  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1544
 RL1544                         *CURRENT SURVEY CONTROL
 RL1544  ______________________________________________________________________
 RL1544* NAD 83(1994) POSITION- 46 58 42.62837(N) 088 26 00.18513(W)   ADJUSTED
 RL1544* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 RL1544  ______________________________________________________________________
 RL1544  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 RL1544  LAPLACE CORR    -        -11.87  (seconds)                    DEFLEC18
 RL1544  HORZ ORDER      -  THIRD
 RL1544
 RL1544.The horizontal coordinates were established by classical geodetic methods
 RL1544.and adjusted by the National Geodetic Survey in February 1997.
 RL1544
 RL1544.The orthometric height was scaled from a topographic map.
 RL1544
 RL1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1544.GEOID18 height accuracy estimate available here.
 RL1544
 RL1544.Click photographs - Photos may exist for this station.
 RL1544
 RL1544.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1544
 RL1544. The following values were computed from the NAD 83(1994) position.
 RL1544
 RL1544;                    North         East     Units Scale Factor Converg.
 RL1544;SPC MI N     -   244,974.517 7,890,947.333   MT  0.99997610   -1 02 09.7
 RL1544;SPC MI N     -   803,722.17 25,888,934.82   iFT  0.99997610   -1 02 09.7
 RL1544;UTM  16      - 5,203,772.837   390,983.177   MT  0.99974607   -1 02 53.0
 RL1544
 RL1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1544!SPC MI N     -   0.99997678  x   0.99997610  =   0.99995288
 RL1544!UTM  16      -   0.99997678  x   0.99974607  =   0.99972285
 RL1544
 RL1544:                Primary Azimuth Mark                     Grid Az
 RL1544:SPC MI N     -  KEWEENAW WATERWAY LT 5                   335 40 51.9
 RL1544:UTM  16      -  KEWEENAW WATERWAY LT 5                   335 41 35.2
 RL1544
 RL1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9098303772(NAD 83)
 RL1544
 RL1544|---------------------------------------------------------------------|
 RL1544| PID    Reference Object                     Distance      Geod. Az  |
 RL1544|                                                           dddmmss.s |
 RL1544| RL1543 28 00                               242.014 METERS 17120     |
 RL1544| RL1545 KEWEENAW WATERWAY LT 5              419.741 METERS 3343842.2 |
 RL1544| RL1548 KEWEENAW WATERWAY DBN 7             APPROX. 0.6 KM 3380301.3 |
 RL1544|---------------------------------------------------------------------|
 RL1544
 RL1544                          SUPERSEDED SURVEY CONTROL
 RL1544
 RL1544  NAD 83(1986)-  46 58 42.62098(N)    088 26 00.16349(W) AD(       ) 3
 RL1544  NAD 27      -  46 58 42.87731(N)    088 25 59.72219(W) AD(       ) 3
 RL1544
 RL1544.Superseded values are not recommended for survey control.
 RL1544
 RL1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1544.See file dsdata.pdf to determine how the superseded data were derived.
 RL1544
 RL1544_MARKER: DD = SURVEY DISK
 RL1544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1544_SP_SET: DOCK
 RL1544_STAMPING: 96
 RL1544_MARK LOGO: USACE
 RL1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1544+STABILITY: SURFACE MOTION
 RL1544
 RL1544  HISTORY     - Date     Condition        Report By
 RL1544  HISTORY     - UNK      MONUMENTED       USACE
 RL1544  HISTORY     - 1981     GOOD             NGS
 RL1544
 RL1544                          STATION DESCRIPTION
 RL1544
 RL1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RHH)
 RL1544'THE STATION IS LOCATED ON THE DOCKLINE IN FRONT OF AN ABANDONED
 RL1544'COAST GUARD STATION AT THE EASTERN ENTRANCE TO THE KEWEENAW
 RL1544'WATERWAY.
 RL1544'
 RL1544'TO REACH THE STATION FROM THE JUNCTION OF CALUMET STREET AND 9TH
 RL1544'STREET IN LAKE LINDEN GO EAST AND SOUTH ON 9TH STREET FOR 12.9
 RL1544'KILOMETERS (8.0 MILES) TO DREAMLAND AND THE JUNCTION WITH THE
 RL1544'SHORELINE ROAD.  CONTINUE ON THE SHORELINE ROAD SOUTH AND EAST
 RL1544'TO THE ABANDONED COAST GUARD STATION AND THE STATION AT THE
 RL1544'DOCKLINE.
 RL1544'
 RL1544'THE STATION IS A STANDARD USE DISK
 RL1544'STAMPED---96---,
 RL1544'CEMENTED FLUSH WITH THE CONCRETE DOCK DIRECTLY IN FRONT OF THE
 RL1544'ABANDONED PUMPHOUSE.
 RL1544'
 RL1544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.48 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0131 ***********************************************************************
 OK0131  DESIGNATION -  96 1/2
 OK0131  PID         -  OK0131
 OK0131  STATE/COUNTY-  MI/CLINTON
 OK0131  COUNTRY     -  US
 OK0131  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0131
 OK0131                         *CURRENT SURVEY CONTROL
 OK0131  ______________________________________________________________________
 OK0131* NAD 83(1986) POSITION- 43 00 19.     (N) 084 31 30.     (W)   SCALED
 OK0131* NAVD 88 ORTHO HEIGHT -   233.312 (meters)      765.46  (feet) ADJUSTED
 OK0131  ______________________________________________________________________
 OK0131  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 OK0131  DYNAMIC HEIGHT  -        233.260 (meters)      765.29  (feet) COMP
 OK0131  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 OK0131
 OK0131  VERT ORDER      -  SECOND    CLASS 0
 OK0131
 OK0131.The horizontal coordinates were scaled from a map and have
 OK0131.an estimated accuracy of +/- 6 seconds.
 OK0131
 OK0131.The orthometric height was determined by differential leveling and
 OK0131.adjusted by the NATIONAL GEODETIC SURVEY
 OK0131.in June 1991.
 OK0131
 OK0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0131.GEOID18 height accuracy estimate available here.
 OK0131
 OK0131.Click photographs - Photos may exist for this station.
 OK0131
 OK0131.The dynamic height is computed by dividing the NAVD 88
 OK0131.geopotential number by the normal gravity value computed on the
 OK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0131.degrees latitude (g = 980.6199 gals.).
 OK0131
 OK0131.The modeled gravity was interpolated from observed gravity values.
 OK0131
 OK0131;                    North         East    Units  Estimated Accuracy
 OK0131;SPC MI S     -   167,220.    3,987,090.      MT  (+/- 180 meters Scaled)
 OK0131
 OK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN017643(NAD 83)
 OK0131
 OK0131                          SUPERSEDED SURVEY CONTROL
 OK0131
 OK0131  NGVD 29 (??/??/92)  233.452  (m)          765.92   (f) ADJ UNCH    2 0
 OK0131
 OK0131.Superseded values are not recommended for survey control.
 OK0131
 OK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0131.See file dsdata.pdf to determine how the superseded data were derived.
 OK0131
 OK0131_MARKER: DD = SURVEY DISK
 OK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0131_STAMPING: BM 96 1/2
 OK0131_MARK LOGO: GTWRR
 OK0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0131+STABILITY: SURFACE MOTION
 OK0131
 OK0131  HISTORY     - Date     Condition        Report By
 OK0131  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0131  HISTORY     - 1934     GOOD             CGS
 OK0131  HISTORY     - 19941024 POOR             LOCENG
 OK0131  HISTORY     - 19951024 POOR             LOCENG
 OK0131
 OK0131                          STATION DESCRIPTION
 OK0131
 OK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0131'1.5 MI E FROM ST JOHNS.
 OK0131'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0131'STATION AT SAINT JOHNS, CLINTON COUNTY, 38 YARDS EAST OF A
 OK0131'PRIVATE ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 2.2 FEET
 OK0131'SOUTH OF A FENCE, AND 6 INCHES LOWER THAN THE TOP OF THE RAIL.
 OK0131'A BRONZE PLUG, STAMPED BM 96 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0131'POST.
 OK0131
 OK0131                          STATION RECOVERY (1994)
 OK0131
 OK0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0131'RECOVERED STATION WITH THE TOP 0.4 FT (12.2 CM) BREAKING UP DUE TO
 OK0131'EROZION FROM WEATHER.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0131'(0.6 M) SOUTH.
 OK0131
 OK0131                          STATION RECOVERY (1995)
 OK0131
 OK0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0131'RECOVERED STATION WITH THE TOP 0.4 FT (12.2 CM) BREAKING UP DUE TO
 OK0131'EROZION FROM WEATHER.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0131'(0.6 M) SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0167 ***********************************************************************
 NF0167  DESIGNATION -  960
 NF0167  PID         -  NF0167
 NF0167  STATE/COUNTY-  MI/JACKSON
 NF0167  COUNTRY     -  US
 NF0167  USGS QUAD   -  CEMENT CITY (2017)
 NF0167
 NF0167                         *CURRENT SURVEY CONTROL
 NF0167  ______________________________________________________________________
 NF0167* NAD 83(1986) POSITION- 42 06 32.     (N) 084 16 41.     (W)   SCALED
 NF0167* NAVD 88 ORTHO HEIGHT -   292.161 (meters)      958.53  (feet) ADJUSTED
 NF0167  ______________________________________________________________________
 NF0167  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 NF0167  DYNAMIC HEIGHT  -        292.051 (meters)      958.17  (feet) COMP
 NF0167  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 NF0167
 NF0167  VERT ORDER      -  SECOND    CLASS 0
 NF0167
 NF0167.The horizontal coordinates were scaled from a map and have
 NF0167.an estimated accuracy of +/- 6 seconds.
 NF0167
 NF0167.The orthometric height was determined by differential leveling and
 NF0167.adjusted by the NATIONAL GEODETIC SURVEY
 NF0167.in June 1991.
 NF0167
 NF0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0167.GEOID18 height accuracy estimate available here.
 NF0167
 NF0167.Click photographs - Photos may exist for this station.
 NF0167
 NF0167.The dynamic height is computed by dividing the NAVD 88
 NF0167.geopotential number by the normal gravity value computed on the
 NF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0167.degrees latitude (g = 980.6199 gals.).
 NF0167
 NF0167.The modeled gravity was interpolated from observed gravity values.
 NF0167
 NF0167;                    North         East    Units  Estimated Accuracy
 NF0167;SPC MI S     -    67,640.    4,007,330.      MT  (+/- 180 meters Scaled)
 NF0167
 NF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM250654(NAD 83)
 NF0167
 NF0167                          SUPERSEDED SURVEY CONTROL
 NF0167
 NF0167  NGVD 29 (??/??/92)  292.274  (m)          958.90   (f) ADJ UNCH    2 0
 NF0167
 NF0167.Superseded values are not recommended for survey control.
 NF0167
 NF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0167.See file dsdata.pdf to determine how the superseded data were derived.
 NF0167
 NF0167_MARKER: Q = CHISELED SQUARE
 NF0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0167_SP_SET: CULVERT HEADWALL
 NF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0167+STABILITY: SURFACE MOTION
 NF0167
 NF0167  HISTORY     - Date     Condition        Report By
 NF0167  HISTORY     - 1930     MONUMENTED       USGS
 NF0167  HISTORY     - 1934     GOOD             CGS
 NF0167
 NF0167                          STATION DESCRIPTION
 NF0167
 NF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0167'1.5 MI W FROM BROOKLYN.
 NF0167'1.5 MILES WEST ALONG COUNTY HIGHWAY 52 FROM BROOKLYN, JACKSON
 NF0167'COUNTY, 39.0 FEET SOUTH OF THE MAIL BOX OF E. MOORE, 26.0 FEET
 NF0167'SOUTHWEST OF THE INTERSECTION OF THE PRIVATE ROAD TO THE
 NF0167'RESIDENCE OF E. MOORE, 24.0 FEET SOUTH OF THE HIGHWAY, 9.0 FEET
 NF0167'NORTH OF A FENCE LINE, IN THE CENTER OF THE TOP OF A CONCRETE
 NF0167'HEADWALL, AND 1.0 FOOT LOWER THAN THE HIGHWAY.  A CHISELED
 NF0167'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0513 ***********************************************************************
 NF0513  DESIGNATION -  962
 NF0513  PID         -  NF0513
 NF0513  STATE/COUNTY-  MI/BARRY
 NF0513  COUNTRY     -  US
 NF0513  USGS QUAD   -  DELTON (2017)
 NF0513
 NF0513                         *CURRENT SURVEY CONTROL
 NF0513  ______________________________________________________________________
 NF0513* NAD 83(1986) POSITION- 42 27 25.29   (N) 085 26 40.47   (W)   HD_HELD1
 NF0513* NAVD 88 ORTHO HEIGHT -   292.941 (meters)      961.09  (feet) ADJUSTED
 NF0513  ______________________________________________________________________
 NF0513  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 NF0513  DYNAMIC HEIGHT  -        292.852 (meters)      960.80  (feet) COMP
 NF0513  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 NF0513
 NF0513  VERT ORDER      -  SECOND    CLASS 0
 NF0513
 NF0513.The horizontal coordinates were determined by differentially corrected
 NF0513.hand held GPS observations or other comparable positioning techniques
 NF0513.and have an estimated accuracy of +/- 3 meters.
 NF0513
 NF0513.The orthometric height was determined by differential leveling and
 NF0513.adjusted by the NATIONAL GEODETIC SURVEY
 NF0513.in June 1991.
 NF0513
 NF0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0513.GEOID18 height accuracy estimate available here.
 NF0513
 NF0513.Click photographs - Photos may exist for this station.
 NF0513
 NF0513.The dynamic height is computed by dividing the NAVD 88
 NF0513.geopotential number by the normal gravity value computed on the
 NF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0513.degrees latitude (g = 980.6199 gals.).
 NF0513
 NF0513.The modeled gravity was interpolated from observed gravity values.
 NF0513
 NF0513;                    North         East    Units  Estimated Accuracy
 NF0513;SPC MI S     -   106,871.5   3,911,344.6     MT  (+/- 3 meters HH1 GPS) 
 NF0513
 NF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2789201693(NAD 83)
 NF0513
 NF0513                          SUPERSEDED SURVEY CONTROL
 NF0513
 NF0513  NGVD 29 (??/??/92)  293.064  (m)          961.49   (f) ADJ UNCH    2 0
 NF0513
 NF0513.Superseded values are not recommended for survey control.
 NF0513
 NF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0513.See file dsdata.pdf to determine how the superseded data were derived.
 NF0513
 NF0513_MARKER: P = PIPE CAP
 NF0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0513_STAMPING: 962 1948
 NF0513_MARK LOGO: USGS
 NF0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0513+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0513
 NF0513  HISTORY     - Date     Condition        Report By
 NF0513  HISTORY     - 1948     MONUMENTED       USGS
 NF0513  HISTORY     - 1948     GOOD             CGS
 NF0513  HISTORY     - 19940312 GOOD             MI-015
 NF0513  HISTORY     - 20041023 GOOD             USPSQD
 NF0513
 NF0513                          STATION DESCRIPTION
 NF0513
 NF0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0513'0.5 MI E FROM MILO.
 NF0513'0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE MILO SCHOOL AND ROAD
 NF0513'JUNCTION AT MILO, AT A CROSS ROAD, 21 FEET EAST OF THE CENTER
 NF0513'LINE OF THE ROAD NORTH, 29 FEET NORTH OF THE CENTER LINE OF THE
 NF0513'ROAD EAST, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 NF0513'FARM HOUSE (HOUSE NO. 7990), 9.5 FEET SOUTHWEST OF THE WEST END
 NF0513'OF A 30-INCH OAK TREE, AT THE SOUTHWEST CORNER OF THE LAWN OF
 NF0513'HOUSE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0513'WITH THE ROADS AND SET ON TOP OF A PIPE PROJECTING 5 INCHES.
 NF0513
 NF0513                          STATION RECOVERY (1994)
 NF0513
 NF0513'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0513'THE OAK TREE AND WOOD WITNESS POST MENTIONED IN THE OLD DESCRIPTION
 NF0513'ARE GONE.  A CARSONITE WITNESS POST WAS INSTALLED BY THE STATION.
 NF0513'STATION IS 1.0 FT (0.3 M) NORTH OF TELEPHONE RISER AND SIGN POST FOR
 NF0513'MILO AND PARKER ROADS.  STATION IS MARGINALLY SUITABLE FOR GPS.
 NF0513'LOCATED IN NEAR THE WEST 1/4 CORNER OF SECTION 24, PRAIRIEVILLE
 NF0513'TOWNSHIP.
 NF0513
 NF0513                          STATION RECOVERY (2004)
 NF0513
 NF0513'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0513'TELLEPHONE RISER LABELED MILO D14
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0067 ***********************************************************************
 SG0067  DESIGNATION -  965
 SG0067  PID         -  SG0067
 SG0067  STATE/COUNTY-  MI/HOUGHTON
 SG0067  COUNTRY     -  US
 SG0067  USGS QUAD   -  HANCOCK (2017)
 SG0067
 SG0067                         *CURRENT SURVEY CONTROL
 SG0067  ______________________________________________________________________
 SG0067* NAD 83(1986) POSITION- 47 08 57.     (N) 088 35 22.     (W)   SCALED
 SG0067* NAVD 88 ORTHO HEIGHT -   293.762 (meters)      963.78  (feet) ADJUSTED
 SG0067  ______________________________________________________________________
 SG0067  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 SG0067  DYNAMIC HEIGHT  -        293.806 (meters)      963.93  (feet) COMP
 SG0067  MODELED GRAVITY -    980,755.0   (mgal)                       NAVD 88
 SG0067
 SG0067  VERT ORDER      -  FIRST     CLASS II
 SG0067
 SG0067.The horizontal coordinates were scaled from a map and have
 SG0067.an estimated accuracy of +/- 6 seconds.
 SG0067
 SG0067.The orthometric height was determined by differential leveling and
 SG0067.adjusted by the NATIONAL GEODETIC SURVEY
 SG0067.in June 1991.
 SG0067
 SG0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0067.GEOID18 height accuracy estimate available here.
 SG0067
 SG0067.Click photographs - Photos may exist for this station.
 SG0067
 SG0067.The dynamic height is computed by dividing the NAVD 88
 SG0067.geopotential number by the normal gravity value computed on the
 SG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0067.degrees latitude (g = 980.6199 gals.).
 SG0067
 SG0067.The modeled gravity was interpolated from observed gravity values.
 SG0067
 SG0067;                    North         East    Units  Estimated Accuracy
 SG0067;SPC MI N     -   264,170.    7,879,460.      MT  (+/- 180 meters Scaled)
 SG0067
 SG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT794229(NAD 83)
 SG0067
 SG0067                          SUPERSEDED SURVEY CONTROL
 SG0067
 SG0067  NGVD 29 (??/??/92)  293.772  (m)          963.82   (f) ADJ UNCH    1 2
 SG0067
 SG0067.Superseded values are not recommended for survey control.
 SG0067
 SG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0067.See file dsdata.pdf to determine how the superseded data were derived.
 SG0067
 SG0067_MARKER: DD = SURVEY DISK
 SG0067_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SG0067_SP_SET: BUILDING WALL
 SG0067_STAMPING: 965
 SG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0067+STABILITY: SURFACE MOTION
 SG0067
 SG0067  HISTORY     - Date     Condition        Report By
 SG0067  HISTORY     - 1908     MONUMENTED       USGS
 SG0067  HISTORY     - 1934     GOOD             CGS
 SG0067  HISTORY     - 1962     MARK NOT FOUND   CGS
 SG0067  HISTORY     - 20050413 MARK NOT FOUND   GEOCAC
 SG0067
 SG0067                          STATION DESCRIPTION
 SG0067
 SG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0067'AT SWEDETOWN.
 SG0067'AT SWEDETOWN, HOUGHTON COUNTY, WEST ALONG THE DULUTH, SOUTH SHORE
 SG0067'AND ATLANTIC RAILWAY MAIN LINE AND SIDING INTO BUILDINGS, 300 FEET
 SG0067'EAST OF A ROAD CROSSING, 6 FEET FROM THE NORTHWEST CORNER OF THE
 SG0067'BRICK MAGAZINE OF THE DU PONT POWDER CO., AND 3 FEET ABOVE GROUND.
 SG0067'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 965.
 SG0067
 SG0067                          STATION RECOVERY (1962)
 SG0067
 SG0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SG0067'MARK NOT FOUND.
 SG0067
 SG0067                          STATION RECOVERY (2005)
 SG0067
 SG0067'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0067'THE 1934 DESCRIPTION IS TOO VAGUE. FOUND AN OLD RR GRADE AND WALKED
 SG0067'ITS LENGTH AS IT DISAPPEARS AT THE NEW CITY OF HANCOCK PUBLIC WORKS
 SG0067'FACILTIY.  NO TRACE OF OLD BUILDINGS OR THE MARK WAS FOUND.  PROBABLY
 SG0067'WAS DESTROYED ALONG WITH THE BUILDINGS MANY YEARS AGO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0800 ***********************************************************************
 RL0800  DESIGNATION -  965.8
 RL0800  PID         -  RL0800
 RL0800  STATE/COUNTY-  MI/ONTONAGON
 RL0800  COUNTRY     -  US
 RL0800  USGS QUAD   -  ROCKLAND (2017)
 RL0800
 RL0800                         *CURRENT SURVEY CONTROL
 RL0800  ______________________________________________________________________
 RL0800* NAD 83(1986) POSITION- 46 38 21.     (N) 089 10 44.     (W)   SCALED
 RL0800* NAVD 88 ORTHO HEIGHT -   294.394 (meters)      965.86  (feet) ADJUSTED
 RL0800  ______________________________________________________________________
 RL0800  GEOID HEIGHT    -        -32.075 (meters)                     GEOID18
 RL0800  DYNAMIC HEIGHT  -        294.409 (meters)      965.91  (feet) COMP
 RL0800  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 RL0800
 RL0800  VERT ORDER      -  SECOND    CLASS 0
 RL0800
 RL0800.The horizontal coordinates were scaled from a map and have
 RL0800.an estimated accuracy of +/- 6 seconds.
 RL0800
 RL0800.The orthometric height was determined by differential leveling and
 RL0800.adjusted by the NATIONAL GEODETIC SURVEY
 RL0800.in June 1991.
 RL0800
 RL0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0800.GEOID18 height accuracy estimate available here.
 RL0800
 RL0800.Click photographs - Photos may exist for this station.
 RL0800
 RL0800.The dynamic height is computed by dividing the NAVD 88
 RL0800.geopotential number by the normal gravity value computed on the
 RL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0800.degrees latitude (g = 980.6199 gals.).
 RL0800
 RL0800.The modeled gravity was interpolated from observed gravity values.
 RL0800
 RL0800;                    North         East    Units  Estimated Accuracy
 RL0800;SPC MI N     -   208,560.    7,833,200.      MT  (+/- 180 meters Scaled)
 RL0800
 RL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS332673(NAD 83)
 RL0800
 RL0800                          SUPERSEDED SURVEY CONTROL
 RL0800
 RL0800  NGVD 29 (??/??/92)  294.406  (m)          965.90   (f) ADJ UNCH    2 0
 RL0800
 RL0800.Superseded values are not recommended for survey control.
 RL0800
 RL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0800.See file dsdata.pdf to determine how the superseded data were derived.
 RL0800
 RL0800_MARKER: Q = CHISELED SQUARE
 RL0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0800_SP_SET: BRIDGE BANISTER
 RL0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0800
 RL0800  HISTORY     - Date     Condition        Report By
 RL0800  HISTORY     - UNK      MONUMENTED       USGS
 RL0800  HISTORY     - 1948     GOOD             CGS
 RL0800  HISTORY     - 1987     GOOD             USPSQD
 RL0800  HISTORY     - 19960626 POOR             USPSQD
 RL0800  HISTORY     - 19990331 MARK NOT FOUND   MIDT
 RL0800  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0800
 RL0800                          STATION DESCRIPTION
 RL0800
 RL0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0800'7.3 MI N FROM BRUCES CROSSING.
 RL0800'ABOUT 7.3 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0800'OF STATE HIGHWAY 28 AT BRUCES CROSSING, AN OUTLINE SQUARE IN THE
 RL0800'TOP OF THE SOUTH END OF THE CONCRETE FOUNDATION FOR EAST
 RL0800'BANISTER OF THE BRIDGE OVER BALTIMORE RIVER, 12 FEET EAST OF THE
 RL0800'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE WEST FACE OF
 RL0800'CONCRETE BANISTER AND 1 FOOT ABOVE HIGHWAY.
 RL0800
 RL0800                          STATION RECOVERY (1987)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0800'RECOVERED IN GOOD CONDITION.
 RL0800
 RL0800                          STATION RECOVERY (1996)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0800'MARK RECOVERED IN POOR CONDITION.
 RL0800
 RL0800                          STATION RECOVERY (1999)
 RL0800
 RL0800'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0800'THE PORTION OF THE BRIDGE THE MARK WAS ON HAS BROKEN AWAY.
 RL0800
 RL0800                          STATION RECOVERY (2001)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0800'SNOWPLOWS HAVE KNOCKED OFF CORNER OF CONCRETE THAT BORE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0132 ***********************************************************************
 OK0132  DESIGNATION -  97 1/2
 OK0132  PID         -  OK0132
 OK0132  STATE/COUNTY-  MI/CLINTON
 OK0132  COUNTRY     -  US
 OK0132  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0132
 OK0132                         *CURRENT SURVEY CONTROL
 OK0132  ______________________________________________________________________
 OK0132* NAD 83(1986) POSITION- 43 00 18.48   (N) 084 32 41.13   (W)   HD_HELD1
 OK0132* NAVD 88 ORTHO HEIGHT -   234.792 (meters)      770.31  (feet) ADJUSTED
 OK0132  ______________________________________________________________________
 OK0132  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 OK0132  DYNAMIC HEIGHT  -        234.739 (meters)      770.14  (feet) COMP
 OK0132  MODELED GRAVITY -    980,388.8   (mgal)                       NAVD 88
 OK0132
 OK0132  VERT ORDER      -  SECOND    CLASS 0
 OK0132
 OK0132.The horizontal coordinates were determined by differentially corrected
 OK0132.hand held GPS observations or other comparable positioning techniques
 OK0132.and have an estimated accuracy of +/- 3 meters.
 OK0132
 OK0132.The orthometric height was determined by differential leveling and
 OK0132.adjusted by the NATIONAL GEODETIC SURVEY
 OK0132.in June 1991.
 OK0132
 OK0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0132.GEOID18 height accuracy estimate available here.
 OK0132
 OK0132.Click photographs - Photos may exist for this station.
 OK0132
 OK0132.The dynamic height is computed by dividing the NAVD 88
 OK0132.geopotential number by the normal gravity value computed on the
 OK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0132.degrees latitude (g = 980.6199 gals.).
 OK0132
 OK0132.The modeled gravity was interpolated from observed gravity values.
 OK0132
 OK0132;                    North         East    Units  Estimated Accuracy
 OK0132;SPC MI S     -   167,202.1   3,985,480.8     MT  (+/- 3 meters HH1 GPS) 
 OK0132
 OK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0011064310(NAD 83)
 OK0132
 OK0132                          SUPERSEDED SURVEY CONTROL
 OK0132
 OK0132  NGVD 29 (??/??/92)  234.932  (m)          770.77   (f) ADJ UNCH    2 0
 OK0132
 OK0132.Superseded values are not recommended for survey control.
 OK0132
 OK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0132.See file dsdata.pdf to determine how the superseded data were derived.
 OK0132
 OK0132_MARKER: DD = SURVEY DISK
 OK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0132_STAMPING: BM 97 1/2
 OK0132_MARK LOGO: GTWRR
 OK0132_PROJECTION: FLUSH
 OK0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0132+STABILITY: SURFACE MOTION
 OK0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0132+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 OK0132
 OK0132  HISTORY     - Date     Condition        Report By
 OK0132  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0132  HISTORY     - 1934     GOOD             CGS
 OK0132  HISTORY     - 19941024 GOOD             LOCENG
 OK0132  HISTORY     - 19951024 GOOD             LOCENG
 OK0132  HISTORY     - 20070523 GOOD             MIDT
 OK0132
 OK0132                          STATION DESCRIPTION
 OK0132
 OK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0132'0.5 MI E FROM ST JOHNS.
 OK0132'0.5 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0132'STATION AT SAINT JOHNS, CLINTON COUNTY, 14 RAILS WEST OF A
 OK0132'ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH
 OK0132'OF A FENCE, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0132'PLUG, STAMPED BM 97 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0132
 OK0132                          STATION RECOVERY (1994)
 OK0132
 OK0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0132'RECOVERED STATION WITH FOLLOWING ADDITION.  SET CARSONITE WITNESS POST
 OK0132'BY STATION 2.0 FT (0.6 M) NORTH.
 OK0132
 OK0132                          STATION RECOVERY (1995)
 OK0132
 OK0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0132'RECOVERED STATION WITH FOLLOWING ADDITION.  SET CARSONITE WITNESS POST
 OK0132'BY STATION 2.0 FT (0.6 M) NORTH.
 OK0132
 OK0132                          STATION RECOVERY (2007)
 OK0132
 OK0132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0132'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND SCOTT ROAD GO
 OK0132'NORTH ALONG SCOTT ROAD FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF
 OK0132'SCOTT ROAD AND STEEL ROAD, THEN GO WEST ON STEEL ROAD FOR 0.1 MI (0.2
 OK0132'KM), THEN GO SOUTH 330' ACROSS A FARM FIELD TO THE TREE LINE BEFORE
 OK0132'THE RAILROAD BED.  MARK IS JUST INSIDE THE TREE LINE.
 OK0132'
 OK0132'THE STATION IS 530 FT (161.5 M) WEST FROM THE CENTERLINE OF SCOTT
 OK0132'ROAD, 330 FT (100.6 M) SOUTH FROM THE CENTERLINE OF STEEL ROAD, 40 FT
 OK0132'(12.2 M) NORTH OF THE CENTERLINE OF AN OLD RAILROAD BED, NEXT TO A
 OK0132'CARSONITE POST.  POINT IS PROJECTING 50 CM (20 INCHES).  MARK IS
 OK0132'PROTRUDING 50 CM (20 INCHES) ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0272 ***********************************************************************
 QL0272  DESIGNATION -  97 RE
 QL0272  PID         -  QL0272
 QL0272  STATE/COUNTY-  MI/MENOMINEE
 QL0272  COUNTRY     -  US
 QL0272  USGS QUAD   -  CEDAR RIVER (2017)
 QL0272
 QL0272                         *CURRENT SURVEY CONTROL
 QL0272  ______________________________________________________________________
 QL0272* NAD 83(1986) POSITION- 45 23 19.     (N) 087 22 16.     (W)   SCALED
 QL0272* NAVD 88 ORTHO HEIGHT -   179.518 (meters)      588.97  (feet) ADJUSTED
 QL0272  ______________________________________________________________________
 QL0272  GEOID HEIGHT    -        -36.795 (meters)                     GEOID18
 QL0272  DYNAMIC HEIGHT  -        179.506 (meters)      588.93  (feet) COMP
 QL0272  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 QL0272
 QL0272  VERT ORDER      -  FIRST     CLASS 0
 QL0272
 QL0272.The horizontal coordinates were scaled from a map and have
 QL0272.an estimated accuracy of +/- 6 seconds.
 QL0272
 QL0272.The orthometric height was determined by differential leveling and
 QL0272.adjusted by the NATIONAL GEODETIC SURVEY
 QL0272.in June 1991.
 QL0272
 QL0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0272.GEOID18 height accuracy estimate available here.
 QL0272
 QL0272.Click photographs - Photos may exist for this station.
 QL0272
 QL0272.The dynamic height is computed by dividing the NAVD 88
 QL0272.geopotential number by the normal gravity value computed on the
 QL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0272.degrees latitude (g = 980.6199 gals.).
 QL0272
 QL0272.The modeled gravity was interpolated from observed gravity values.
 QL0272
 QL0272;                    North         East    Units  Estimated Accuracy
 QL0272;SPC MI N     -    67,340.    7,970,940.      MT  (+/- 180 meters Scaled)
 QL0272
 QL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR709261(NAD 83)
 QL0272
 QL0272                          SUPERSEDED SURVEY CONTROL
 QL0272
 QL0272.No superseded survey control is available for this station.
 QL0272
 QL0272_MARKER: DD = SURVEY DISK
 QL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0272_STAMPING: 97 RE 1956
 QL0272_MARK LOGO: USGS
 QL0272_PROJECTION: FLUSH
 QL0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0272+STABILITY: SURFACE MOTION
 QL0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0272+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0272
 QL0272  HISTORY     - Date     Condition        Report By
 QL0272  HISTORY     - 1956     MONUMENTED       USGS
 QL0272  HISTORY     - 1972     GOOD             NGS
 QL0272  HISTORY     - 19940426 GOOD             MIDT
 QL0272  HISTORY     - 19940812 GOOD             USPSQD
 QL0272  HISTORY     - 19991115 MARK NOT FOUND   USPSQD
 QL0272  HISTORY     - 20020422 GOOD             USPSQD
 QL0272  HISTORY     - 20030423 GOOD             USPSQD
 QL0272  HISTORY     - 20060406 GOOD             USPSQD
 QL0272
 QL0272                          STATION DESCRIPTION
 QL0272
 QL0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0272'1.8 MI SW FROM CEDAR RIVER.
 QL0272'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE POST
 QL0272'OFFICE AT CEDAR RIVER, 124 FEET EAST OF THE CENTER OF THE
 QL0272'JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTHEAST TO THE
 QL0272'J.W. WELLS STATE PARK, 55 1/2 FEET SOUTHEAST OF THE CENTER LINE
 QL0272'OF THE HIGHWAY, 89 1/2 FEET NORTH-NORTHEAST OF THE NORTHEAST
 QL0272'END OF AN 18-INCH PIPE CULVERT UNDER THE DRIVEWAY, 30 1/2 FEET
 QL0272'NORTHWEST OF THE NORTH LEG OF THE PARK SIGN, 9 FEET WEST OF A
 QL0272'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 QL0272'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 QL0272'34, T 35 N, R 25 W.  NOTE-- THE POINT HELD ON THIS MARK WAS NOT
 QL0272'THE CENTER OF THE DISK BUT RATHER THE HIGH POINT AS THE DISK IS
 QL0272'LEANING.
 QL0272
 QL0272                          STATION RECOVERY (1994)
 QL0272
 QL0272'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0272'RECOVERED AS DESCRIBED.
 QL0272
 QL0272                          STATION RECOVERY (1994)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 1994
 QL0272'RECOVERED IN GOOD CONDITION.
 QL0272
 QL0272                          STATION RECOVERY (1999)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 QL0272'MARK NOT FOUND.
 QL0272
 QL0272                          STATION RECOVERY (2002)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0272'SITE IS AT FORMER ENTRANCE TO J.W. WELLS STATE PARK.  FORMER ENTRANCE
 QL0272'IS NOW A DIM ROAD AND LOCATED DIRECTLLY ACROSS ST HWY M-35 FROM NO. 19
 QL0272'LANE.  DISK IS 1 FT NE OF A CARSONITE WITNESS POST.
 QL0272
 QL0272                          STATION RECOVERY (2003)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0272'RECOVERED IN GOOD CONDITION.
 QL0272
 QL0272                          STATION RECOVERY (2006)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0192 ***********************************************************************
 NE0192  DESIGNATION -  970 USLS
 NE0192  PID         -  NE0192
 NE0192  STATE/COUNTY-  MI/MACOMB
 NE0192  COUNTRY     -  US
 NE0192  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE0192
 NE0192                         *CURRENT SURVEY CONTROL
 NE0192  ______________________________________________________________________
 NE0192* NAD 83(1986) POSITION- 42 37 03.     (N) 082 49 25.     (W)   SCALED
 NE0192* NAVD 88 ORTHO HEIGHT -   175.411 (meters)      575.49  (feet) ADJUSTED
 NE0192  ______________________________________________________________________
 NE0192  GEOID HEIGHT    -        -34.820 (meters)                     GEOID18
 NE0192  DYNAMIC HEIGHT  -        175.361 (meters)      575.33  (feet) COMP
 NE0192  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 NE0192
 NE0192  VERT ORDER      -  FIRST     CLASS 0
 NE0192
 NE0192.The horizontal coordinates were scaled from a map and have
 NE0192.an estimated accuracy of +/- 6 seconds.
 NE0192
 NE0192.The orthometric height was determined by differential leveling and
 NE0192.adjusted by the NATIONAL GEODETIC SURVEY
 NE0192.in June 1991.
 NE0192
 NE0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0192.GEOID18 height accuracy estimate available here.
 NE0192
 NE0192.Click photographs - Photos may exist for this station.
 NE0192
 NE0192.The dynamic height is computed by dividing the NAVD 88
 NE0192.geopotential number by the normal gravity value computed on the
 NE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0192.degrees latitude (g = 980.6199 gals.).
 NE0192
 NE0192.The modeled gravity was interpolated from observed gravity values.
 NE0192
 NE0192;                    North         East    Units  Estimated Accuracy
 NE0192;SPC MI S     -   125,290.    4,126,580.      MT  (+/- 180 meters Scaled)
 NE0192
 NE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH504199(NAD 83)
 NE0192
 NE0192                          SUPERSEDED SURVEY CONTROL
 NE0192
 NE0192  NGVD 29 (11/26/84)  175.541  (m)          575.92   (f) ADJUSTED    1 0
 NE0192
 NE0192.Superseded values are not recommended for survey control.
 NE0192
 NE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0192.See file dsdata.pdf to determine how the superseded data were derived.
 NE0192
 NE0192_MARKER: Z = SEE DESCRIPTION
 NE0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0192_SP_SET: STEEL ROD
 NE0192_PROJECTION: RECESSED 8 CENTIMETERS
 NE0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0192_ROD/PIPE-DEPTH: 7.0 meters
 NE0192
 NE0192  HISTORY     - Date     Condition        Report By
 NE0192  HISTORY     - 1970     MONUMENTED       USLS
 NE0192  HISTORY     - 1970     GOOD             USLS
 NE0192  HISTORY     - 1980     GOOD             NGS
 NE0192  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 NE0192
 NE0192                          STATION DESCRIPTION
 NE0192
 NE0192'DESCRIBED BY US LAKE SURVEY 1970
 NE0192'0.8 MI S FROM SELFRIDGE AFB.
 NE0192'970 IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE,
 NE0192'ABOUT 0.8 MILE SOUTH ON JEFFERSON AVENUE OF NORTH ENTRANCE
 NE0192'GATE TO BASE, 138.9 FEET NORTHWEST OF NORTHWEST CORNER OF
 NE0192'BUILDING 970, HOUSING THE 403RD TACTICAL AIRLIFT WING, 62 FEET
 NE0192'EAST OF CENTERLINE OF JEFFERSON AVENUE, 24 FEET NORTH OF CENTERLINE
 NE0192'OF DRIVEWAY LEADING TO 970, 2.4 FEET EAST OF EAST EDGE OF
 NE0192'SIDEWALK, 2.1 FEET WEST OF A UTILITY POLE, 1/2 FOOT BELOW THE
 NE0192'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER
 NE0192'COPPER-COATED STEEL ROD, 23 FEET LONG.  NOTE-- BM 1970.
 NE0192
 NE0192                          STATION RECOVERY (1980)
 NE0192
 NE0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0192'IN HARRISON TOWNSHIP, ON THE SELFRIDGE AIR FORCE BASE, 1.3
 NE0192'KILOMETERS (0.8 MILE) SOUTH OF THE JEFFERSON AVENUE ENTRANCE, SET
 NE0192'BETWEEN A POWER POLE AND THE SIDEWALK ON THE NORTH SIDE OF THE
 NE0192'ENTRANCE DRIVE TO THE 191ST/171ST FIGHTER OPERATIONS BUILDING
 NE0192'NUMBER 970 ON JEFFERSON AVENUE, 42.6 METERS (140 FEET) NORTHWEST
 NE0192'OF THE NORTHWEST CORNER OF THE BUILDING,7.3 METERS (24.0 FEET)
 NE0192'NORTH OF THE CENTER OF THE ENTRANCE DRIVE FOR THE BUILDING,
 NE0192'0.71 METER (2.4 FEET) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.61
 NE0192'METER (2.1 FEET) WEST OF THE POWER POLE, NOTE AT THIS TIME A 5-INCH
 NE0192'PVC PIPE WITH A ALUMINUM ACCESS COVER WAS PLACED AROUND THE ROD
 NE0192'FLUSH WITH THE GROUND.
 NE0192'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0192
 NE0192                          STATION RECOVERY (1999)
 NE0192
 NE0192'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0115 ***********************************************************************
 NF0115  DESIGNATION -  971
 NF0115  PID         -  NF0115
 NF0115  STATE/COUNTY-  MI/INGHAM
 NF0115  COUNTRY     -  US
 NF0115  USGS QUAD   -  LESLIE (2017)
 NF0115
 NF0115                         *CURRENT SURVEY CONTROL
 NF0115  ______________________________________________________________________
 NF0115* NAD 83(2011) POSITION- 42 28 49.26921(N) 084 25 41.92439(W)   ADJUSTED
 NF0115* NAD 83(2011) ELLIP HT-   261.628 (meters)        (06/27/12)   ADJUSTED
 NF0115* NAD 83(2011) EPOCH   -  2010.00
 NF0115* NAVD 88 ORTHO HEIGHT -   295.588 (meters)      969.78  (feet) ADJUSTED
 NF0115  ______________________________________________________________________
 NF0115  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 NF0115  NAD 83(2011) X  -    457,427.605 (meters)                     COMP
 NF0115  NAD 83(2011) Y  - -4,689,064.949 (meters)                     COMP
 NF0115  NAD 83(2011) Z  -  4,285,282.062 (meters)                     COMP
 NF0115  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 NF0115  DYNAMIC HEIGHT  -        295.493 (meters)      969.46  (feet) COMP
 NF0115  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 NF0115
 NF0115  VERT ORDER      -  FIRST     CLASS II
 NF0115
 NF0115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0115  Standards:
 NF0115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0115  -------------------------------------------------------------------
 NF0115  NETWORK    0.47   0.94           0.22   0.15   0.48      0.05083072
 NF0115  -------------------------------------------------------------------
 NF0115  Click here for local accuracies and other accuracy information.
 NF0115
 NF0115.The horizontal coordinates were established by GPS observations
 NF0115.and adjusted by the National Geodetic Survey in June 2012.
 NF0115
 NF0115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0115.been affixed to the stable North American tectonic plate. See 
 NF0115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0115
 NF0115.The horizontal coordinates are valid at the epoch date displayed above
 NF0115.which is a decimal equivalence of Year/Month/Day.
 NF0115
 NF0115.The orthometric height was determined by differential leveling and
 NF0115.adjusted by the NATIONAL GEODETIC SURVEY
 NF0115.in January 2002.
 NF0115
 NF0115.No vertical observational check was made to the station.
 NF0115
 NF0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0115.GEOID18 height accuracy estimate available here.
 NF0115
 NF0115.Click photographs - Photos may exist for this station.
 NF0115
 NF0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0115
 NF0115.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0115
 NF0115.The ellipsoidal height was determined by GPS observations
 NF0115.and is referenced to NAD 83.
 NF0115
 NF0115.The dynamic height is computed by dividing the NAVD 88
 NF0115.geopotential number by the normal gravity value computed on the
 NF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0115.degrees latitude (g = 980.6199 gals.).
 NF0115
 NF0115.The modeled gravity was interpolated from observed gravity values.
 NF0115
 NF0115. The following values were computed from the NAD 83(2011) position.
 NF0115
 NF0115;                    North         East     Units Scale Factor Converg.
 NF0115;SPC MI S     -   108,896.982 3,994,931.548   MT  0.99993167   -0 02 31.0
 NF0115;SPC MI S     -   357,273.56 13,106,730.80   iFT  0.99993167   -0 02 31.0
 NF0115;UTM  16      - 4,706,316.250   711,378.126   MT  1.00014976   +1 44 14.6
 NF0115
 NF0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0115!SPC MI S     -   0.99995897  x   0.99993167  =   0.99989064
 NF0115!UTM  16      -   0.99995897  x   1.00014976  =   1.00010872
 NF0115
 NF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1137806316(NAD 83)
 NF0115
 NF0115                          SUPERSEDED SURVEY CONTROL
 NF0115
 NF0115  NAD 83(2007)-  42 28 49.26943(N)    084 25 41.92528(W) AD(2002.00) 1
 NF0115  ELLIP H (08/07/08)  261.640  (m)                       GP(2002.00) 4 1
 NF0115  NAVD 88             295.59   (m)          969.8    (f) LEVELING    3  
 NF0115  NAVD 88 (06/15/91)  295.501  (m)          969.49   (f) SUPERSEDED  1 2
 NF0115  NGVD 29 (??/??/92)  295.627  (m)          969.90   (f) ADJ UNCH    1 2
 NF0115
 NF0115.Superseded values are not recommended for survey control.
 NF0115
 NF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0115.See file dsdata.pdf to determine how the superseded data were derived.
 NF0115
 NF0115_MARKER: P = PIPE CAP
 NF0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0115_STAMPING: MICH 969.903
 NF0115_MARK LOGO: USGS
 NF0115_PROJECTION: PROJECTING 2 CENTIMETERS
 NF0115_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0115+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 NF0115
 NF0115  HISTORY     - Date     Condition        Report By
 NF0115  HISTORY     - 1916     MONUMENTED       USGS
 NF0115  HISTORY     - 1935     POOR             CGS
 NF0115  HISTORY     - 1977     POOR             NGS
 NF0115  HISTORY     - 19921116 GOOD             NGS
 NF0115  HISTORY     - 20000216 GOOD             NGS
 NF0115  HISTORY     - 20060523 GOOD             MIDT
 NF0115
 NF0115                          STATION DESCRIPTION
 NF0115
 NF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NF0115'2 MI N FROM LESLIE.
 NF0115'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0115'STATION AT LESLIE, INGHAM COUNTY, AT A DIRT-ROAD CROSSING, 32
 NF0115'FEET NORTH OF THE CENTERLINE OF THE ROAD, 100 FEET EAST OF BENCH
 NF0115'MARK F 19, DESCRIBED ABOVE, 39.9 FEET EAST OF THE EAST RAIL AND
 NF0115'AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0115'CAP, STAMPED MICH. 969.903 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 NF0115'IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- LEVELING BY
 NF0115'THE MICHIGAN GEODETIC SURVEY INDICATES THAT THIS BENCH MARK HAS
 NF0115'HEAVED ABOUT 0.35 FOOT DUE TO FROST ACTION.
 NF0115
 NF0115                          STATION RECOVERY (1977)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0115'LEVELING BY MICHIGAN GEODETIC SURVEYINDICATES THAT THIS BENCH MARK
 NF0115'HAS BEEN HEAVED ABOUT 0.35 FOOT DUE TO FROST ACTION. 2.0 MILES NORTH
 NF0115'ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION AT LESLIE,
 NF0115'INGHAM COUNTY, AT A DIRT-ROAD CROSSING, 32 FEET NORTH OF THE
 NF0115'CENTERLINE OF THE ROAD, 100 FEET EAST OF BENCH MARK F 19, DESCRIBED
 NF0115'ABOVE, 39.9 FEET EAST OF THE EAST RAIL AND AT A FENCE CORNER. A
 NF0115'UNITED STATES GEOLIGICAL SURVEY CAP, STAMPED MICH. 969.903 AND
 NF0115'RIVETED ON THE TOP OF A 3-1/2 INCH PIPE PROJECTING 1 FOOT ABOVE THE
 NF0115'GROUND.
 NF0115
 NF0115                          STATION RECOVERY (1992)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0115'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF0115'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 1.0
 NF0115'KM (0.60 MI) EASTERLY ALONG COVERT ROAD, 12.0 M (39.4 FT) EAST 0F THE
 NF0115'NEAR RAIL OF THE CONRAIL RAILROAD, 10.4 M (34.1 FT) WEST OF THE CENTER
 NF0115'OF A FIELD ENTRANCE, 9.4 M (30.8 FT) NORTH OF THE ROAD CENTERLINE, 0.2
 NF0115'M (0.7 FT) NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.2 M (0.7
 NF0115'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 NF0115'POST.  NOTE--THE DISK IS AFFIXED TO A METAL PIPE AND PROJECTS 0.02 M
 NF0115'(0.07 FT) ABOVE THE GROUND SURFACE.
 NF0115
 NF0115                          STATION RECOVERY (2000)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0115'RECOVERED AS DESCRIBED.
 NF0115
 NF0115                          STATION RECOVERY (2006)
 NF0115
 NF0115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWA)
 NF0115'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0168 ***********************************************************************
 NF0168  DESIGNATION -  984
 NF0168  PID         -  NF0168
 NF0168  STATE/COUNTY-  MI/JACKSON
 NF0168  COUNTRY     -  US
 NF0168  USGS QUAD   -  CEMENT CITY (2017)
 NF0168
 NF0168                         *CURRENT SURVEY CONTROL
 NF0168  ______________________________________________________________________
 NF0168* NAD 83(1986) POSITION- 42 06 27.     (N) 084 15 48.     (W)   SCALED
 NF0168* NAVD 88 ORTHO HEIGHT -   299.410 (meters)      982.31  (feet) ADJUSTED
 NF0168  ______________________________________________________________________
 NF0168  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 NF0168  DYNAMIC HEIGHT  -        299.297 (meters)      981.94  (feet) COMP
 NF0168  MODELED GRAVITY -    980,238.2   (mgal)                       NAVD 88
 NF0168
 NF0168  VERT ORDER      -  SECOND    CLASS 0
 NF0168
 NF0168.The horizontal coordinates were scaled from a map and have
 NF0168.an estimated accuracy of +/- 6 seconds.
 NF0168
 NF0168.The orthometric height was determined by differential leveling and
 NF0168.adjusted by the NATIONAL GEODETIC SURVEY
 NF0168.in June 1991.
 NF0168
 NF0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0168.GEOID18 height accuracy estimate available here.
 NF0168
 NF0168.Click photographs - Photos may exist for this station.
 NF0168
 NF0168.The dynamic height is computed by dividing the NAVD 88
 NF0168.geopotential number by the normal gravity value computed on the
 NF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0168.degrees latitude (g = 980.6199 gals.).
 NF0168
 NF0168.The modeled gravity was interpolated from observed gravity values.
 NF0168
 NF0168;                    North         East    Units  Estimated Accuracy
 NF0168;SPC MI S     -    67,490.    4,008,550.      MT  (+/- 180 meters Scaled)
 NF0168
 NF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM262653(NAD 83)
 NF0168
 NF0168                          SUPERSEDED SURVEY CONTROL
 NF0168
 NF0168  NGVD 29 (??/??/92)  299.523  (m)          982.69   (f) ADJ UNCH    2 0
 NF0168
 NF0168.Superseded values are not recommended for survey control.
 NF0168
 NF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0168.See file dsdata.pdf to determine how the superseded data were derived.
 NF0168
 NF0168_MARKER: Q = CHISELED SQUARE
 NF0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0168_SP_SET: HEADWALL
 NF0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0168
 NF0168  HISTORY     - Date     Condition        Report By
 NF0168  HISTORY     - 1930     MONUMENTED       USGS
 NF0168  HISTORY     - 1934     GOOD             CGS
 NF0168
 NF0168                          STATION DESCRIPTION
 NF0168
 NF0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0168'0.8 MI W FROM BROOKLYN.
 NF0168'0.8 MILE WEST ALONG COUNTY HIGHWAY 352, FROM BROOKLYN, 84 YARDS
 NF0168'EAST OF THE FARMHOUSE OF G.R. BOYED, 71.0 FEET NORTHWEST OF
 NF0168'POLE 225, AND IN THE TOP OF A CONCRETE HEADWALL, 10.9 FEET SOUTH
 NF0168'OF A FENCE LINE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0029 ***********************************************************************
 SG0029  DESIGNATION -  987
 SG0029  PID         -  SG0029
 SG0029  STATE/COUNTY-  MI/KEWEENAW
 SG0029  COUNTRY     -  US
 SG0029  USGS QUAD   -  MOHAWK (2017)
 SG0029
 SG0029                         *CURRENT SURVEY CONTROL
 SG0029  ______________________________________________________________________
 SG0029* NAD 83(1986) POSITION- 47 22 16.     (N) 088 18 50.     (W)   SCALED
 SG0029* NAVD 88 ORTHO HEIGHT -   300.413 (meters)      985.61  (feet) ADJUSTED
 SG0029  ______________________________________________________________________
 SG0029  GEOID HEIGHT    -        -34.516 (meters)                     GEOID18
 SG0029  DYNAMIC HEIGHT  -        300.463 (meters)      985.77  (feet) COMP
 SG0029  MODELED GRAVITY -    980,772.7   (mgal)                       NAVD 88
 SG0029
 SG0029  VERT ORDER      -  FIRST     CLASS II
 SG0029
 SG0029.The horizontal coordinates were scaled from a map and have
 SG0029.an estimated accuracy of +/- 6 seconds.
 SG0029
 SG0029.The orthometric height was determined by differential leveling and
 SG0029.adjusted by the NATIONAL GEODETIC SURVEY
 SG0029.in June 1991.
 SG0029
 SG0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0029.GEOID18 height accuracy estimate available here.
 SG0029
 SG0029.Click photographs - Photos may exist for this station.
 SG0029
 SG0029.The dynamic height is computed by dividing the NAVD 88
 SG0029.geopotential number by the normal gravity value computed on the
 SG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0029.degrees latitude (g = 980.6199 gals.).
 SG0029
 SG0029.The modeled gravity was interpolated from observed gravity values.
 SG0029
 SG0029;                    North         East    Units  Estimated Accuracy
 SG0029;SPC MI N     -   288,460.    7,900,760.      MT  (+/- 180 meters Scaled)
 SG0029
 SG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT008472(NAD 83)
 SG0029
 SG0029                          SUPERSEDED SURVEY CONTROL
 SG0029
 SG0029  NGVD 29 (??/??/92)  300.414  (m)          985.61   (f) ADJ UNCH    1 2
 SG0029
 SG0029.Superseded values are not recommended for survey control.
 SG0029
 SG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0029.See file dsdata.pdf to determine how the superseded data were derived.
 SG0029
 SG0029_MARKER: DD = SURVEY DISK
 SG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0029_STAMPING: PRIM TRAV STA 987
 SG0029_MARK LOGO: USGS
 SG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0029+STABILITY: SURFACE MOTION
 SG0029
 SG0029  HISTORY     - Date     Condition        Report By
 SG0029  HISTORY     - 1908     MONUMENTED       USGS
 SG0029  HISTORY     - 1934     GOOD             CGS
 SG0029  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 SG0029
 SG0029                          STATION DESCRIPTION
 SG0029
 SG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0029'6 MI N FROM MOHAWK.
 SG0029'ABOUT 6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0029'COUNTY, THENCE ABOUT 1 MILE ALONG COUNTY HIGHWAY 365, AT THE
 SG0029'CLIFF MINES, ABOUT 600 FEET SOUTHEAST OF A MINE, AT A T-ROAD,
 SG0029'ON THE EAST SIDE OF THE HIGHWAY, AND 45 FEET EAST OF A STONE
 SG0029'MONUMENT IN MEMORY OF JOHN HAYS.  A UNITED STATES GEOLOGICAL
 SG0029'SURVEY STANDARD DISK, STAMPED PRIM. TRAV. STA. 987 AND SET IN THE
 SG0029'TOP OF A CONCRETE POST.
 SG0029
 SG0029                          STATION RECOVERY (1982)
 SG0029
 SG0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SG0029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0135 ***********************************************************************
 OK0135  DESIGNATION -  99 1/2
 OK0135  PID         -  OK0135
 OK0135  STATE/COUNTY-  MI/CLINTON
 OK0135  COUNTRY     -  US
 OK0135  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0135
 OK0135                         *CURRENT SURVEY CONTROL
 OK0135  ______________________________________________________________________
 OK0135* NAD 83(1986) POSITION- 43 00 17.     (N) 084 35 03.     (W)   SCALED
 OK0135* NAVD 88 ORTHO HEIGHT -   229.677 (meters)      753.53  (feet) ADJUSTED
 OK0135  ______________________________________________________________________
 OK0135  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 OK0135  DYNAMIC HEIGHT  -        229.625 (meters)      753.36  (feet) COMP
 OK0135  MODELED GRAVITY -    980,387.3   (mgal)                       NAVD 88
 OK0135
 OK0135  VERT ORDER      -  SECOND    CLASS 0
 OK0135
 OK0135.The horizontal coordinates were scaled from a map and have
 OK0135.an estimated accuracy of +/- 6 seconds.
 OK0135
 OK0135.The orthometric height was determined by differential leveling and
 OK0135.adjusted by the NATIONAL GEODETIC SURVEY
 OK0135.in June 1991.
 OK0135
 OK0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0135.GEOID18 height accuracy estimate available here.
 OK0135
 OK0135.Click photographs - Photos may exist for this station.
 OK0135
 OK0135.The dynamic height is computed by dividing the NAVD 88
 OK0135.geopotential number by the normal gravity value computed on the
 OK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0135.degrees latitude (g = 980.6199 gals.).
 OK0135
 OK0135.The modeled gravity was interpolated from observed gravity values.
 OK0135
 OK0135;                    North         East    Units  Estimated Accuracy
 OK0135;SPC MI S     -   167,160.    3,982,270.      MT  (+/- 180 meters Scaled)
 OK0135
 OK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN968641(NAD 83)
 OK0135
 OK0135                          SUPERSEDED SURVEY CONTROL
 OK0135
 OK0135  NGVD 29 (??/??/92)  229.817  (m)          753.99   (f) ADJ UNCH    2 0
 OK0135
 OK0135.Superseded values are not recommended for survey control.
 OK0135
 OK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0135.See file dsdata.pdf to determine how the superseded data were derived.
 OK0135
 OK0135_MARKER: DD = SURVEY DISK
 OK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0135_STAMPING: BM 99 1/2
 OK0135_MARK LOGO: GTWRR
 OK0135_PROJECTION: FLUSH
 OK0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0135+STABILITY: SURFACE MOTION
 OK0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0135+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0135
 OK0135  HISTORY     - Date     Condition        Report By
 OK0135  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0135  HISTORY     - 1934     GOOD             CGS
 OK0135  HISTORY     - 19941024 GOOD             LOCENG
 OK0135  HISTORY     - 19951024 GOOD             LOCENG
 OK0135  HISTORY     - 20070605 GOOD             MIDT
 OK0135
 OK0135                          STATION DESCRIPTION
 OK0135
 OK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0135'1.4 MI W FROM ST JOHNS.
 OK0135'1.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0135'STATION AT SAINT JOHNS, CLINTON COUNTY, 150 YARDS SOUTHWEST OF A
 OK0135'BARN WITH A CONCRETE SILO, 46 FEET NORTH OF THE NORTH RAIL, 1.8
 OK0135'FEET SOUTH OF A FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0135'A BRONZE PLUG, STAMPED 99 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0135'POST.
 OK0135
 OK0135                          STATION RECOVERY (1994)
 OK0135
 OK0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0135'RECOVERED STATION WITH THE FOLLOWING ADDITION.  SET CARSONITE WITNESS
 OK0135'POST BY STATION 2.0 FT (0.6 M) NORTH.
 OK0135
 OK0135                          STATION RECOVERY (1995)
 OK0135
 OK0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0135'RECOVERED STATION WITH THE FOLLOWING ADDITION.  SET CARSONITE WITNESS
 OK0135'POST BY STATION 2.0 FT (0.6 M) NORTH.
 OK0135
 OK0135                          STATION RECOVERY (2007)
 OK0135
 OK0135'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0135'MARK IS PROTRUDING 30 CM (12 INCHES) ABOVE GROUND SURFACE. RECOVERED
 OK0135'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0120 ***********************************************************************
 RK0120  DESIGNATION -  991
 RK0120  PID         -  RK0120
 RK0120  STATE/COUNTY-  MI/MARQUETTE
 RK0120  COUNTRY     -  US
 RK0120  USGS QUAD   -  MARQUETTE (2017)
 RK0120
 RK0120                         *CURRENT SURVEY CONTROL
 RK0120  ______________________________________________________________________
 RK0120* NAD 83(1986) POSITION- 46 32 40.     (N) 087 27 25.     (W)   SCALED
 RK0120* NAVD 88 ORTHO HEIGHT -   301.757 (meters)      990.01  (feet) POSTED
 RK0120  ______________________________________________________________________
 RK0120  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 RK0120  DYNAMIC HEIGHT  -        301.78  (meters)      990.1   (feet) COMP
 RK0120  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 RK0120
 RK0120  VERT ORDER      -  * POSTED, SEE BELOW
 RK0120
 RK0120.The horizontal coordinates were scaled from a map and have
 RK0120.an estimated accuracy of +/- 6 seconds.
 RK0120
 RK0120.The orthometric height was determined by differential leveling
 RK0120.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0120
 RK0120.* This is a POSTED BENCH MARK height.
 RK0120
 RK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0120.GEOID18 height accuracy estimate available here.
 RK0120
 RK0120.Click photographs - Photos may exist for this station.
 RK0120
 RK0120.The dynamic height is computed by dividing the NAVD 88
 RK0120.geopotential number by the normal gravity value computed on the
 RK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0120.degrees latitude (g = 980.6199 gals.).
 RK0120
 RK0120.The modeled gravity was interpolated from observed gravity values.
 RK0120
 RK0120;                    North         East    Units  Estimated Accuracy
 RK0120;SPC MI N     -   195,840.    7,964,960.      MT  (+/- 180 meters Scaled)
 RK0120
 RK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS649546(NAD 83)
 RK0120
 RK0120                          SUPERSEDED SURVEY CONTROL
 RK0120
 RK0120  NGVD 29 (??/??/92)  301.710  (m)          989.86   (f) ADJ UNCH    1 2
 RK0120
 RK0120.Superseded values are not recommended for survey control.
 RK0120
 RK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0120.See file dsdata.pdf to determine how the superseded data were derived.
 RK0120
 RK0120_MARKER: DB = BENCH MARK DISK
 RK0120_SETTING: 66 = SET IN ROCK OUTCROP
 RK0120_STAMPING: 991 ADJ 1903
 RK0120_MARK LOGO: USGS
 RK0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0120+STABILITY: POSITION/ELEVATION WELL
 RK0120
 RK0120  HISTORY     - Date     Condition        Report By
 RK0120  HISTORY     - 1903     MONUMENTED       USGS
 RK0120  HISTORY     - 1905     GOOD             CGS
 RK0120  HISTORY     - 1948     GOOD             CGS
 RK0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0120  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0120
 RK0120                          STATION DESCRIPTION
 RK0120
 RK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 RK0120'RECOVERED IN GOOD CONDITION.
 RK0120
 RK0120                          STATION RECOVERY (1948)
 RK0120
 RK0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RK0120'3 MI W FROM MARQUETTE.
 RK0120'ABOUT 3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0120'RAILWAY FROM THE STATION AT MARQUETTE, AT THE CROSSING OF A BLACK
 RK0120'TOP ROAD WHICH IS THE ABANDONED ROUTE OF STATE HIGHWAY 28, ABOUT
 RK0120'90 YARDS WEST ALONG THE TRACK FROM MILE POST 158, 70 FEET
 RK0120'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 64 FEET NORTH OF
 RK0120'AN AUTOMATIC WARNING SIGNAL AT THE CROSSING, 24 FEET WEST OF THE
 RK0120'CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST AND ABOUT 8 FEET
 RK0120'BELOW AN 18-INCH PINE TREE GROWING ON THE EDGE OF THE HIGHWAY
 RK0120'CUT, ON THE TOP OF A SMALL AND THE LOWEST SHELF OF ROCK AT THE
 RK0120'SOUTHEAST TIP OF A LARGE ROCK OUTCROP, 3 FEET LOWER THAN THE
 RK0120'LEVEL OF A MUCH LARGER SHELF IN THE ROCK, 3 FEET LOWER THAN THE
 RK0120'TRACK AND ABOUT LEVEL WITH THE ROAD, A DISK SET IN A SHELF OF
 RK0120'ROCK.
 RK0120
 RK0120                          STATION RECOVERY (1985)
 RK0120
 RK0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0120'MARK NOT FOUND.
 RK0120
 RK0120                          STATION RECOVERY (2000)
 RK0120
 RK0120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0120'IT IS BELIEVED THE MARK MAY BE BURIED AS MUCH AS 3 FT BELOW GROUND.
 RK0120'DUG FOR OVER 1 HOUR BUT DID NOT FIND THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1376 ***********************************************************************
 RL1376  DESIGNATION -  999.7
 RL1376  PID         -  RL1376
 RL1376  STATE/COUNTY-  MI/ONTONAGON
 RL1376  COUNTRY     -  US
 RL1376  USGS QUAD   -  BERGLAND NE (2017)
 RL1376
 RL1376                         *CURRENT SURVEY CONTROL
 RL1376  ______________________________________________________________________
 RL1376* NAD 83(1986) POSITION- 46 44 14.     (N) 089 33 47.     (W)   SCALED
 RL1376* NAVD 88 ORTHO HEIGHT -   304.486 (meters)      998.97  (feet) ADJUSTED
 RL1376  ______________________________________________________________________
 RL1376  GEOID HEIGHT    -        -30.918 (meters)                     GEOID18
 RL1376  DYNAMIC HEIGHT  -        304.526 (meters)      999.10  (feet) COMP
 RL1376  MODELED GRAVITY -    980,735.6   (mgal)                       NAVD 88
 RL1376
 RL1376  VERT ORDER      -  SECOND    CLASS 0
 RL1376
 RL1376.The horizontal coordinates were scaled from a map and have
 RL1376.an estimated accuracy of +/- 6 seconds.
 RL1376
 RL1376.The orthometric height was determined by differential leveling and
 RL1376.adjusted by the NATIONAL GEODETIC SURVEY
 RL1376.in June 1991.
 RL1376
 RL1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1376.GEOID18 height accuracy estimate available here.
 RL1376
 RL1376.Click photographs - Photos may exist for this station.
 RL1376
 RL1376.The dynamic height is computed by dividing the NAVD 88
 RL1376.geopotential number by the normal gravity value computed on the
 RL1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1376.degrees latitude (g = 980.6199 gals.).
 RL1376
 RL1376.The modeled gravity was interpolated from observed gravity values.
 RL1376
 RL1376;                    North         East    Units  Estimated Accuracy
 RL1376;SPC MI N     -   220,330.    7,804,160.      MT  (+/- 180 meters Scaled)
 RL1376
 RL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041791(NAD 83)
 RL1376
 RL1376                          SUPERSEDED SURVEY CONTROL
 RL1376
 RL1376  NGVD 29 (??/??/92)  304.514  (m)          999.06   (f) ADJ UNCH    2 0
 RL1376
 RL1376.Superseded values are not recommended for survey control.
 RL1376
 RL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1376.See file dsdata.pdf to determine how the superseded data were derived.
 RL1376
 RL1376_MARKER: Z = SEE DESCRIPTION
 RL1376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1376_STAMPING: S 56
 RL1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1376
 RL1376  HISTORY     - Date     Condition        Report By
 RL1376  HISTORY     - UNK      MONUMENTED       USGS
 RL1376  HISTORY     - 1948     GOOD             CGS
 RL1376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1376  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1376  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1376
 RL1376                          STATION DESCRIPTION
 RL1376
 RL1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1376'1.2 MI S FROM WHITE PINE.
 RL1376'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1376'AT WHITE PINE, 33 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 RL1376'OF THE HIGHWAY AND A SIDE ROAD LEADING SOUTHEAST, IN LINE WITH
 RL1376'THE PROLONGED CENTER LINE OF THE ROAD SOUTHEAST, 165 FEET SOUTH
 RL1376'OF THE WEST END OF AN 18-INCH PIPE CULVERT, 4 FEET NORTH OF A
 RL1376'TRIANGULAR BLAZED 10-INCH POPLAR TREE, ABOUT LEVEL WITH THE
 RL1376'HIGHWAY AND IS A LEAD PLUG SET IN THE TOP OF A 3-INCH CONCRETE
 RL1376'FILLED IRON PIPE PROJECTING 10 INCHES.
 RL1376
 RL1376                          STATION RECOVERY (1987)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1376'MARK NOT FOUND.
 RL1376
 RL1376                          STATION RECOVERY (1995)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1376'MARK NOT FOUND.
 RL1376
 RL1376                          STATION RECOVERY (2004)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9288 ***********************************************************************
 DQ9288  DESIGNATION -  9F02
 DQ9288  PID         -  DQ9288
 DQ9288  STATE/COUNTY-  MI/GOGEBIC
 DQ9288  COUNTRY     -  US
 DQ9288  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9288
 DQ9288                         *CURRENT SURVEY CONTROL
 DQ9288  ______________________________________________________________________
 DQ9288* NAD 83(1986) POSITION- 46 35 36.3    (N) 090 21 25.8    (W)   HD_HELD2
 DQ9288* NAVD 88 ORTHO HEIGHT -   205.700 (meters)      674.87  (feet) ADJUSTED
 DQ9288  ______________________________________________________________________
 DQ9288  GEOID HEIGHT    -        -31.104 (meters)                     GEOID18
 DQ9288  DYNAMIC HEIGHT  -        205.719 (meters)      674.93  (feet) COMP
 DQ9288  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 DQ9288
 DQ9288  VERT ORDER      -  SECOND    CLASS I
 DQ9288
 DQ9288.The horizontal coordinates were established by autonomous hand held GPS
 DQ9288.observations and have an estimated accuracy of +/- 10 meters.
 DQ9288
 DQ9288.The orthometric height was determined by differential leveling and
 DQ9288.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9288.in December 2018.
 DQ9288
 DQ9288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9288.GEOID18 height accuracy estimate available here.
 DQ9288
 DQ9288.Click photographs - Photos may exist for this station.
 DQ9288
 DQ9288.The dynamic height is computed by dividing the NAVD 88
 DQ9288.geopotential number by the normal gravity value computed on the
 DQ9288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9288.degrees latitude (g = 980.6199 gals.).
 DQ9288
 DQ9288.The modeled gravity was interpolated from observed gravity values.
 DQ9288
 DQ9288;                    North         East    Units  Estimated Accuracy
 DQ9288;SPC MI N     -   206,628.    7,742,835.      MT  (+/- 10 meters HH2 GPS)
 DQ9288
 DQ9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0243863376(NAD 83)
 DQ9288
 DQ9288                          SUPERSEDED SURVEY CONTROL
 DQ9288
 DQ9288.No superseded survey control is available for this station.
 DQ9288
 DQ9288_MARKER: F = FLANGE-ENCASED ROD
 DQ9288_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9288_STAMPING: 9F02 2017
 DQ9288_MARK LOGO: WIDT
 DQ9288_PROJECTION: FLUSH
 DQ9288_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9288+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ9288_ROD/PIPE-DEPTH: 12.7 meters
 DQ9288_SLEEVE-DEPTH  : 0.6 meters
 DQ9288
 DQ9288  HISTORY     - Date     Condition        Report By
 DQ9288  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9288  HISTORY     - 20180718 GOOD             WIDT
 DQ9288
 DQ9288                          STATION DESCRIPTION
 DQ9288
 DQ9288'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9288'THE STATION IS LOCATED ABOUT 26 MI (41.8 KM) EAST OF ASHLAND, 20 MI
 DQ9288'(32.2 KM) WEST-NORTHWEST OF WAKEFIELD, AND 13 MI (20.9 KM) NORTHWEST
 DQ9288'OF IRONWOOD.
 DQ9288'
 DQ9288'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9288'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9288'NORTH ON STATE HIGHWAY 122 FOR 4.2 MI (6.8 KM) TO A BRIDGE OVER THE
 DQ9288'MONTREAL RIVER AND THE MICHIGAN-WISCONSIN STATE LINE (STATE HIGHWAY
 DQ9288'122 BECOMES KNOWN AS COUNTY ROAD 505 IN MICHIGAN).  CONTINUE NORTHEAST
 DQ9288'ON COUNTY ROAD 505 FOR 2.3 MI (3.7 KM) TO POWERS ROAD ON THE RIGHT,
 DQ9288'CONTINUE NORTHEAST ON COUNTY ROAD 505 FOR 1.7 MI (2.7 KM) TO THE
 DQ9288'STATION ON THE LEFT.
 DQ9288'
 DQ9288'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9288'SLEEVE, DRIVEN 12.7 M (41.7 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9288'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9288'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ9288'PAVEMENT GRADE.
 DQ9288'
 DQ9288'THE STATION IS 9.9 M (32.5 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DQ9288'ROAD 505, 51.8 M (169.9 FT) SOUTHWEST OF A DRIVEWAY -1278-, 29.0 M
 DQ9288'(95.1 FT) NORTHEAST OF A POWER POLE -6-34/92-, 8 M (26.2 FT) SOUTHEAST
 DQ9288'OF A TREE LINE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WHITE PLASTIC
 DQ9288'WITNESS POST.
 DQ9288'
 DQ9288'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST EXTENDING TO
 DQ9288'45 DEGREES ABOVE THE HORIZON AND AND TREES TO THE SOUTHEAST EXTENDING
 DQ9288'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9281 ***********************************************************************
 DQ9281  DESIGNATION -  9F03
 DQ9281  PID         -  DQ9281
 DQ9281  STATE/COUNTY-  MI/GOGEBIC
 DQ9281  COUNTRY     -  US
 DQ9281  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9281
 DQ9281                         *CURRENT SURVEY CONTROL
 DQ9281  ______________________________________________________________________
 DQ9281* NAD 83(2011) POSITION- 46 36 28.05477(N) 090 19 48.75064(W)   ADJUSTED
 DQ9281* NAD 83(2011) ELLIP HT-   155.164 (meters)        (08/30/18)   ADJUSTED
 DQ9281* NAD 83(2011) EPOCH   -  2010.00
 DQ9281* NAVD 88 ORTHO HEIGHT -   186.267 (meters)      611.11  (feet) ADJUSTED
 DQ9281  ______________________________________________________________________
 DQ9281  GEOID HEIGHT    -        -31.092 (meters)                     GEOID18
 DQ9281  NAD 83(2011) X  -    -25,297.998 (meters)                     COMP
 DQ9281  NAD 83(2011) Y  - -4,389,506.759 (meters)                     COMP
 DQ9281  NAD 83(2011) Z  -  4,612,033.178 (meters)                     COMP
 DQ9281  LAPLACE CORR    -          8.45  (seconds)                    DEFLEC18
 DQ9281  DYNAMIC HEIGHT  -        186.285 (meters)      611.17  (feet) COMP
 DQ9281  MODELED GRAVITY -    980,707.5   (mgal)                       NAVD 88
 DQ9281
 DQ9281  VERT ORDER      -  SECOND    CLASS I
 DQ9281
 DQ9281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9281  Standards:
 DQ9281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9281  -------------------------------------------------------------------
 DQ9281  NETWORK    0.51   0.96           0.23   0.18   0.49     -0.09612736
 DQ9281  -------------------------------------------------------------------
 DQ9281  Click here for local accuracies and other accuracy information.
 DQ9281
 DQ9281.The horizontal coordinates were established by GPS observations
 DQ9281.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9281
 DQ9281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9281.been affixed to the stable North American tectonic plate. See 
 DQ9281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9281
 DQ9281.The horizontal coordinates are valid at the epoch date displayed above
 DQ9281.which is a decimal equivalence of Year/Month/Day.
 DQ9281
 DQ9281.The orthometric height was determined by differential leveling and
 DQ9281.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9281.in December 2018.
 DQ9281
 DQ9281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9281.GEOID18 height accuracy estimate available here.
 DQ9281
 DQ9281.Click photographs - Photos may exist for this station.
 DQ9281
 DQ9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9281
 DQ9281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9281
 DQ9281.The ellipsoidal height was determined by GPS observations
 DQ9281.and is referenced to NAD 83.
 DQ9281
 DQ9281.The dynamic height is computed by dividing the NAVD 88
 DQ9281.geopotential number by the normal gravity value computed on the
 DQ9281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9281.degrees latitude (g = 980.6199 gals.).
 DQ9281
 DQ9281.The modeled gravity was interpolated from observed gravity values.
 DQ9281
 DQ9281. The following values were computed from the NAD 83(2011) position.
 DQ9281
 DQ9281;                    North         East     Units Scale Factor Converg.
 DQ9281;SPC MI N     -   208,137.534 7,744,965.992   MT  0.99991865   -2 24 25.3
 DQ9281;SPC MI N     -   682,865.93 25,409,993.41   iFT  0.99991865   -2 24 25.3
 DQ9281;UTM  15      - 5,165,043.642   704,448.870   MT  1.00011381   +1 56 26.6
 DQ9281
 DQ9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9281!SPC MI N     -   0.99997568  x   0.99991865  =   0.99989433
 DQ9281!UTM  15      -   0.99997568  x   1.00011381  =   1.00008948
 DQ9281
 DQ9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0444865043(NAD 83)
 DQ9281
 DQ9281                          SUPERSEDED SURVEY CONTROL
 DQ9281
 DQ9281.No superseded survey control is available for this station.
 DQ9281
 DQ9281_MARKER: DD = SURVEY DISK
 DQ9281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9281_SP_SET: BRIDGE ABUTMENT
 DQ9281_STAMPING: 9F03 2018
 DQ9281_MARK LOGO: WIDT
 DQ9281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9281+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DQ9281
 DQ9281  HISTORY     - Date     Condition        Report By
 DQ9281  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9281  HISTORY     - 20180719 GOOD             WIDT
 DQ9281  HISTORY     - 20180806 GOOD             WIDT
 DQ9281
 DQ9281                          STATION DESCRIPTION
 DQ9281
 DQ9281'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9281'RECOVERED AS DESCRIBED.
 DQ9281
 DQ9281                          STATION RECOVERY (2018)
 DQ9281
 DQ9281'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9281'THE STATION IS LOCATED ABOUT 26 MI (41.8 KM) EAST OF ASHLAND, 20 MI
 DQ9281'(32.2 KM) WEST-NORTHWEST OF WAKEFIELD, AND 13 MI (20.9 KM) NORTHWEST
 DQ9281'OF IRONWOOD.
 DQ9281'
 DQ9281'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9281'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9281'NORTH ON STATE HIGHWAY 122 FOR 4.2 MI (6.8 KM) TO A BRIDGE OVER THE
 DQ9281'MONTREAL RIVER AND THE MICHIGAN-WISCONSIN STATE LINE (STATE HIGHWAY
 DQ9281'122 BECOMES KNOWN AS COUNTY ROAD 505 IN MICHIGAN).  CONTINUE NORTHEAST
 DQ9281'ON COUNTY ROAD 505 FOR 2.3 MI (3.7 KM) TO POWERS ROAD ON THE RIGHT,
 DQ9281'CONTINUE NORTHEAST ON COUNTY ROAD 505 FOR 3.4 MI (5.5 KM) TO A BRIDGE
 DQ9281'OVER OMANS CREEK AND THE STATION ON THE LEFT.
 DQ9281'
 DQ9281'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9281'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE
 DQ9281'EAST ABUTMENT OF THE BRIDGE -B03 OF 27-04-25 2008-, ABOUT LEVEL WITH
 DQ9281'PAVEMENT GRADE.  THE STATION IS 5.2 M (17.1 FT) NORTH OF THE
 DQ9281'CENTERLINE OF COUNTY ROAD 505, 43.4 M (142.4 FT) EAST OF A WOODEN POST
 DQ9281'FOR A MAILBOX -E1712-, 20 M (65.6 FT) WEST OF THE WESTERN DRIVEWAY FOR
 DQ9281'AN ASPHALT PARKING AREA, 6.6 M (21.7 FT) SOUTHWEST OF A WOODEN UTILITY
 DQ9281'POLE WITH TWO GUY WIRES, 1.15 M (3.8 FT) SOUTH OF THE NORTH END OF THE
 DQ9281'CONCRETE ABUTMENT, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS
 DQ9281'POST.
 DQ9281'
 DQ9281'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ9281'DEGREES ABOVE EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING TO 35
 DQ9281'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9289 ***********************************************************************
 DQ9289  DESIGNATION -  9F04
 DQ9289  PID         -  DQ9289
 DQ9289  STATE/COUNTY-  MI/GOGEBIC
 DQ9289  COUNTRY     -  US
 DQ9289  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9289
 DQ9289                         *CURRENT SURVEY CONTROL
 DQ9289  ______________________________________________________________________
 DQ9289* NAD 83(1986) POSITION- 46 36 11.5    (N) 090 19 19.5    (W)   HD_HELD2
 DQ9289* NAVD 88 ORTHO HEIGHT -   199.456 (meters)      654.38  (feet) ADJUSTED
 DQ9289  ______________________________________________________________________
 DQ9289  GEOID HEIGHT    -        -31.045 (meters)                     GEOID18
 DQ9289  DYNAMIC HEIGHT  -        199.476 (meters)      654.45  (feet) COMP
 DQ9289  MODELED GRAVITY -    980,708.0   (mgal)                       NAVD 88
 DQ9289
 DQ9289  VERT ORDER      -  SECOND    CLASS I
 DQ9289
 DQ9289.The horizontal coordinates were established by autonomous hand held GPS
 DQ9289.observations and have an estimated accuracy of +/- 10 meters.
 DQ9289
 DQ9289.The orthometric height was determined by differential leveling and
 DQ9289.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9289.in December 2018.
 DQ9289
 DQ9289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9289.GEOID18 height accuracy estimate available here.
 DQ9289
 DQ9289.Click photographs - Photos may exist for this station.
 DQ9289
 DQ9289.The dynamic height is computed by dividing the NAVD 88
 DQ9289.geopotential number by the normal gravity value computed on the
 DQ9289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9289.degrees latitude (g = 980.6199 gals.).
 DQ9289
 DQ9289.The modeled gravity was interpolated from observed gravity values.
 DQ9289
 DQ9289;                    North         East    Units  Estimated Accuracy
 DQ9289;SPC MI N     -   207,601.    7,745,566.      MT  (+/- 10 meters HH2 GPS)
 DQ9289
 DQ9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0508864553(NAD 83)
 DQ9289
 DQ9289                          SUPERSEDED SURVEY CONTROL
 DQ9289
 DQ9289.No superseded survey control is available for this station.
 DQ9289
 DQ9289_MARKER: F = FLANGE-ENCASED ROD
 DQ9289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9289_STAMPING: 9F04 2017
 DQ9289_MARK LOGO: WIDT
 DQ9289_PROJECTION: FLUSH
 DQ9289_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9289+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 DQ9289_ROD/PIPE-DEPTH: 10.3 meters
 DQ9289_SLEEVE-DEPTH  : 0.6 meters
 DQ9289
 DQ9289  HISTORY     - Date     Condition        Report By
 DQ9289  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9289  HISTORY     - 20180719 GOOD             WIDT
 DQ9289
 DQ9289                          STATION DESCRIPTION
 DQ9289
 DQ9289'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9289'THE STATION IS LOCATED ABOUT 27 MI (43.4 KM) EAST OF ASHLAND, 20 MI
 DQ9289'(32.2 KM) WEST-NORTHWEST OF WAKEFIELD, AND 12 MI (19.3 KM) NORTHWEST
 DQ9289'OF IRONWOOD.
 DQ9289'
 DQ9289'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9289'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9289'NORTH ON STATE HIGHWAY 122 FOR 4.2 MI (6.8 KM) TO A BRIDGE OVER THE
 DQ9289'MONTREAL RIVER AND THE MICHIGAN-WISCONSIN STATE LINE (STATE HIGHWAY
 DQ9289'122 BECOMES KNOWN AS COUNTY ROAD 505 IN MICHIGAN).  CONTINUE NORTHEAST
 DQ9289'ON COUNTY ROAD 505 FOR 5.7 MI (9.2 KM) TO A BRIDGE OVER OMANS CREEK,
 DQ9289'CONTINUE SOUTHEAST THEN SOUTH ON COUNTY ROAD 505 FOR 0.55 MI (0.88 KM)
 DQ9289'TO THE STATION ON THE LEFT, LOCATED AT LITTLE GIRLS POINT COUNTY PARK.
 DQ9289'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9289'SLEEVE, DRIVEN 10.3 M (33.8 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9289'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9289'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ9289'PAVEMENT GRADE.
 DQ9289'
 DQ9289'THE STATION IS 10.2 M (33.5 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 DQ9289'505, 51.5 M (169.0 FT) NORTH-NORTHEAST OF A 20 CM (8 INCH) DIAMETER
 DQ9289'WOODEN POLE FOR A DECORATIVE SIGN -THE LODGE- AND FIRE NUMBER -E1946-,
 DQ9289'38.7 M (127.0 FT) NORTHEAST OF A WOODEN UTILITY POLE -32-94/62-, 11.4
 DQ9289'M (37.4 FT) SOUTHEAST OF A METAL POST FOR A -LEFT CURVE 25 MPH- SIGN,
 DQ9289'AND 0.25 M (0.8 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DQ9289'
 DQ9289'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 30
 DQ9289'DEGREES ABOVE THE HORIZON AND TREES TO THE WEST EXTENDING TO 25
 DQ9289'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9290 ***********************************************************************
 DQ9290  DESIGNATION -  9F05
 DQ9290  PID         -  DQ9290
 DQ9290  STATE/COUNTY-  MI/GOGEBIC
 DQ9290  COUNTRY     -  US
 DQ9290  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9290
 DQ9290                         *CURRENT SURVEY CONTROL
 DQ9290  ______________________________________________________________________
 DQ9290* NAD 83(1986) POSITION- 46 35 35.83   (N) 090 17 45.30   (W)   HD_HELD1
 DQ9290* NAVD 88 ORTHO HEIGHT -   235.928 (meters)      774.04  (feet) ADJUSTED
 DQ9290  ______________________________________________________________________
 DQ9290  GEOID HEIGHT    -        -30.912 (meters)                     GEOID18
 DQ9290  DYNAMIC HEIGHT  -        235.952 (meters)      774.12  (feet) COMP
 DQ9290  MODELED GRAVITY -    980,709.9   (mgal)                       NAVD 88
 DQ9290
 DQ9290  VERT ORDER      -  SECOND    CLASS I
 DQ9290
 DQ9290.The horizontal coordinates were determined by differentially corrected
 DQ9290.hand held GPS observations or other comparable positioning techniques
 DQ9290.and have an estimated accuracy of +/- 3 meters.
 DQ9290
 DQ9290.The orthometric height was determined by differential leveling and
 DQ9290.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9290.in December 2018.
 DQ9290
 DQ9290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9290.GEOID18 height accuracy estimate available here.
 DQ9290
 DQ9290.Click photographs - Photos may exist for this station.
 DQ9290
 DQ9290.The dynamic height is computed by dividing the NAVD 88
 DQ9290.geopotential number by the normal gravity value computed on the
 DQ9290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9290.degrees latitude (g = 980.6199 gals.).
 DQ9290
 DQ9290.The modeled gravity was interpolated from observed gravity values.
 DQ9290
 DQ9290;                    North         East    Units  Estimated Accuracy
 DQ9290;SPC MI N     -   206,416.7   7,747,523.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9290
 DQ9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0713063521(NAD 83)
 DQ9290
 DQ9290                          SUPERSEDED SURVEY CONTROL
 DQ9290
 DQ9290.No superseded survey control is available for this station.
 DQ9290
 DQ9290_MARKER: F = FLANGE-ENCASED ROD
 DQ9290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ9290+WITH SETTING: INFORMATION.
 DQ9290_STAMPING: 9F05 2017
 DQ9290_MARK LOGO: WIDT
 DQ9290_PROJECTION: FLUSH
 DQ9290_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9290+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2018
 DQ9290_ROD/PIPE-DEPTH: 2.7 meters
 DQ9290_SLEEVE-DEPTH  : 0.6 meters
 DQ9290
 DQ9290  HISTORY     - Date     Condition        Report By
 DQ9290  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9290  HISTORY     - 20180720 GOOD             WIDT
 DQ9290
 DQ9290                          STATION DESCRIPTION
 DQ9290
 DQ9290'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9290'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) EAST OF ASHLAND, 19 MI
 DQ9290'(30.6 KM) WEST-NORTHWEST OF WAKEFIELD, AND 11 MI (17.7 KM) NORTHWEST
 DQ9290'OF IRONWOOD.
 DQ9290'
 DQ9290'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9290'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9290'NORTH ON STATE HIGHWAY 122 FOR 4.2 MI (6.8 KM) TO A BRIDGE OVER THE
 DQ9290'MONTREAL RIVER AND THE MICHIGAN-WISCONSIN STATE LINE (STATE HIGHWAY
 DQ9290'122 BECOMES KNOWN AS COUNTY ROAD 505 IN MICHIGAN).  CONTINUE NORTHEAST
 DQ9290'ON COUNTY ROAD 505 FOR 5.7 MI (9.2 KM) TO A BRIDGE OVER OMANS CREEK,
 DQ9290'CONTINUE SOUTHEASTERLY ON COUNTY ROAD 505 FOR APPROXIMATELY 2.0 MI
 DQ9290'(3.2 KM) TO ERICKSON SHORES LANE ON THE LEFT, CONTINUE EAST ON COUNTY
 DQ9290'ROAD 505 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 DQ9290'
 DQ9290'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9290'SLEEVE, DRIVEN 2.7 M (8.9 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9290'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9290'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.4 M (1.3 FT)
 DQ9290'HIGHER THAN PAVEMENT GRADE.
 DQ9290'
 DQ9290'THE STATION IS 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DQ9290'505, 9 M (29.5 FT) EAST OF A TELEPHONE PEDESTAL -E2397- LOCATED SOUTH
 DQ9290'OF THE EXTENDED CENTER OF A DRIVEWAY -E2398-, 6.5 M (21.3 FT) NORTH OF
 DQ9290'A TREE LINE TO THE SOUTH, AND 0.25 M (0.8 FT) NORTH OF A WHITE PLASTIC
 DQ9290'WITNESS POST.
 DQ9290'
 DQ9290'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9290'DEGREES AND IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9291 ***********************************************************************
 DQ9291  DESIGNATION -  9F06
 DQ9291  PID         -  DQ9291
 DQ9291  STATE/COUNTY-  MI/GOGEBIC
 DQ9291  COUNTRY     -  US
 DQ9291  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9291
 DQ9291                         *CURRENT SURVEY CONTROL
 DQ9291  ______________________________________________________________________
 DQ9291* NAD 83(1986) POSITION- 46 34 51.1    (N) 090 16 38.2    (W)   HD_HELD2
 DQ9291* NAVD 88 ORTHO HEIGHT -   316.783 (meters)     1039.31  (feet) ADJUSTED
 DQ9291  ______________________________________________________________________
 DQ9291  GEOID HEIGHT    -        -30.798 (meters)                     GEOID18
 DQ9291  DYNAMIC HEIGHT  -        316.815 (meters)     1039.42  (feet) COMP
 DQ9291  MODELED GRAVITY -    980,708.3   (mgal)                       NAVD 88
 DQ9291
 DQ9291  VERT ORDER      -  SECOND    CLASS I
 DQ9291
 DQ9291.The horizontal coordinates were established by autonomous hand held GPS
 DQ9291.observations and have an estimated accuracy of +/- 10 meters.
 DQ9291
 DQ9291.The orthometric height was determined by differential leveling and
 DQ9291.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9291.in December 2018.
 DQ9291
 DQ9291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9291.GEOID18 height accuracy estimate available here.
 DQ9291
 DQ9291.Click photographs - Photos may exist for this station.
 DQ9291
 DQ9291.The dynamic height is computed by dividing the NAVD 88
 DQ9291.geopotential number by the normal gravity value computed on the
 DQ9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9291.degrees latitude (g = 980.6199 gals.).
 DQ9291
 DQ9291.The modeled gravity was interpolated from observed gravity values.
 DQ9291
 DQ9291;                    North         East    Units  Estimated Accuracy
 DQ9291;SPC MI N     -   204,978.    7,748,893.      MT  (+/- 10 meters HH2 GPS)
 DQ9291
 DQ9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0860562189(NAD 83)
 DQ9291
 DQ9291                          SUPERSEDED SURVEY CONTROL
 DQ9291
 DQ9291.No superseded survey control is available for this station.
 DQ9291
 DQ9291_MARKER: F = FLANGE-ENCASED ROD
 DQ9291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9291_STAMPING: 9F06 2017
 DQ9291_MARK LOGO: WIDT
 DQ9291_PROJECTION: FLUSH
 DQ9291_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9291+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2018
 DQ9291_ROD/PIPE-DEPTH: 17.6 meters
 DQ9291_SLEEVE-DEPTH  : 0.6 meters
 DQ9291
 DQ9291  HISTORY     - Date     Condition        Report By
 DQ9291  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9291  HISTORY     - 20180720 GOOD             WIDT
 DQ9291
 DQ9291                          STATION DESCRIPTION
 DQ9291
 DQ9291'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9291'THE STATION IS LOCATED ABOUT 29 MI (46.7 KM) EAST OF ASHLAND, 18 MI
 DQ9291'(29.0 KM) WEST-NORTHWEST OF WAKEFIELD, AND 10 MI (16.1 KM) NORTHWEST
 DQ9291'OF IRONWOOD.
 DQ9291'
 DQ9291'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9291'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9291'NORTH ON STATE HIGHWAY 122 FOR 4.2 MI (6.8 KM) TO A BRIDGE OVER THE
 DQ9291'MONTREAL RIVER AND THE MICHIGAN-WISCONSIN STATE LINE (STATE HIGHWAY
 DQ9291'122 BECOMES KNOWN AS COUNTY ROAD 505 IN MICHIGAN).  CONTINUE NORTHEAST
 DQ9291'ON COUNTY ROAD 505 FOR 5.7 MI (9.2 KM) TO A BRIDGE OVER OMANS CREEK,
 DQ9291'CONTINUE SOUTHEASTERLY ON COUNTY ROAD 505 FOR APPROXIMATELY 2.0 MI
 DQ9291'(3.2 KM) TO ERICKSON SHORES LANE ON THE LEFT, CONTINUE EAST THEN SOUTH
 DQ9291'ON COUNTY ROAD 505 FOR APPROXIMATELY 1.75 MI (2.82 KM) TO LEFT CURVE
 DQ9291'IN THE HIGHWAY, CURVE LEFT AND CONTINUE EAST FOR 0.05 MI (0.08 KM) TO
 DQ9291'A VEHICLE TURNOUT FOR AN ARTESIAN WELL ON THE RIGHT AND THE STATION ON
 DQ9291'THE RIGHT.
 DQ9291'
 DQ9291'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9291'SLEEVE, DRIVEN 17.6 M (57.7 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9291'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9291'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.4 M (1.3 FT)
 DQ9291'HIGHER THAN PAVEMENT GRADE.
 DQ9291'
 DQ9291'THE STATION IS 15.4 M (50.5 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DQ9291'505, 26.4 M (86.6 FT) WEST-SOUTHWEST OF A METAL POST FOR A YELLOW
 DQ9291'-RIGHT CURVE- SIGN, 15.3 M (50.2 FT) EAST OF AN ARTESIAN WELL SPIGOT
 DQ9291'AND RECEPTACLE, AND 0.25 M (0.8 FT) NORTH OF A WHITE PLASTIC WITNESS
 DQ9291'POST.
 DQ9291'
 DQ9291'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9291'DEGREES IN ALL DIRECTIONS AND IS NOT SUITABLE FOR SATELLITE
 DQ9291'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9292 ***********************************************************************
 DQ9292  DESIGNATION -  9F07
 DQ9292  PID         -  DQ9292
 DQ9292  STATE/COUNTY-  MI/GOGEBIC
 DQ9292  COUNTRY     -  US
 DQ9292  USGS QUAD   -  LITTLE GIRLS POINT (2017)
 DQ9292
 DQ9292                         *CURRENT SURVEY CONTROL
 DQ9292  ______________________________________________________________________
 DQ9292* NAD 83(1986) POSITION- 46 34 44.48   (N) 090 15 04.22   (W)   HD_HELD1
 DQ9292* NAVD 88 ORTHO HEIGHT -   349.615 (meters)     1147.03  (feet) ADJUSTED
 DQ9292  ______________________________________________________________________
 DQ9292  GEOID HEIGHT    -        -30.724 (meters)                     GEOID18
 DQ9292  DYNAMIC HEIGHT  -        349.652 (meters)     1147.15  (feet) COMP
 DQ9292  MODELED GRAVITY -    980,708.5   (mgal)                       NAVD 88
 DQ9292
 DQ9292  VERT ORDER      -  SECOND    CLASS I
 DQ9292
 DQ9292.The horizontal coordinates were determined by differentially corrected
 DQ9292.hand held GPS observations or other comparable positioning techniques
 DQ9292.and have an estimated accuracy of +/- 3 meters.
 DQ9292
 DQ9292.The orthometric height was determined by differential leveling and
 DQ9292.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9292.in December 2018.
 DQ9292
 DQ9292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9292.GEOID18 height accuracy estimate available here.
 DQ9292
 DQ9292.Click photographs - Photos may exist for this station.
 DQ9292
 DQ9292.The dynamic height is computed by dividing the NAVD 88
 DQ9292.geopotential number by the normal gravity value computed on the
 DQ9292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9292.degrees latitude (g = 980.6199 gals.).
 DQ9292
 DQ9292.The modeled gravity was interpolated from observed gravity values.
 DQ9292
 DQ9292;                    North         East    Units  Estimated Accuracy
 DQ9292;SPC MI N     -   204,691.0   7,750,884.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9292
 DQ9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1061262055(NAD 83)
 DQ9292
 DQ9292                          SUPERSEDED SURVEY CONTROL
 DQ9292
 DQ9292.No superseded survey control is available for this station.
 DQ9292
 DQ9292_MARKER: F = FLANGE-ENCASED ROD
 DQ9292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9292_STAMPING: 9F07 2017
 DQ9292_MARK LOGO: WIDT
 DQ9292_PROJECTION: FLUSH
 DQ9292_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9292+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DQ9292_ROD/PIPE-DEPTH: 12.8 meters
 DQ9292_SLEEVE-DEPTH  : 0.6 meters
 DQ9292
 DQ9292  HISTORY     - Date     Condition        Report By
 DQ9292  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9292  HISTORY     - 20180716 GOOD             WIDT
 DQ9292
 DQ9292                          STATION DESCRIPTION
 DQ9292
 DQ9292'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9292'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) EAST OF ASHLAND, 16 MI
 DQ9292'(25.7 KM) WEST-NORTHWEST OF WAKEFIELD, AND 10 MI (16.1 KM)
 DQ9292'NORTH-NORTHWEST OF IRONWOOD.
 DQ9292'
 DQ9292'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 505 WITH COUNTY
 DQ9292'ROAD 204, ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF IRONWOOD, GO NORTH
 DQ9292'AND WEST ON COUNTY ROAD 505 FOR APPROXIMATELY 4.9 MI (7.9 KM) TO THE
 DQ9292'SECOND 90 DEGREE LEFT CURVE IN THE HIGHWAY ROUTE, CURVE LEFT AND
 DQ9292'CONTINUE WEST ON COUNTY ROAD 505 FOR 2.9 MI (4.7 KM) TO TRIPPLETT LANE
 DQ9292'ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 505 FOR 0.6 MI (1.0 KM) TO
 DQ9292'THE STATION ON THE RIGHT.  ALTERNATIVELY, THE STATION IS LOCATED
 DQ9292'APPROXIMATELY 3.1 MI (5.0 KM) SOUTHEAST OF ERICKSON SHORES LANE.
 DQ9292'
 DQ9292'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9292'SLEEVE, DRIVEN 12.8 M (42.0 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9292'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9292'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ9292'PAVEMENT GRADE.
 DQ9292'
 DQ9292'THE STATION IS 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD
 DQ9292'505, 62 M (203.4 FT) WEST OF A RESIDENTIAL DRIVEWAY -E3278-, 14.5 M
 DQ9292'(47.6 FT) EAST OF A GRASS DRIVEWAY, AND 0.25 M (0.8 FT) SOUTH OF A
 DQ9292'WHITE PLASTIC WITNESS POST.
 DQ9292'
 DQ9292'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9292'DEGREES AND IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9293 ***********************************************************************
 DQ9293  DESIGNATION -  9F08
 DQ9293  PID         -  DQ9293
 DQ9293  STATE/COUNTY-  MI/GOGEBIC
 DQ9293  COUNTRY     -  US
 DQ9293  USGS QUAD   -  NORTH IRONWOOD (2017)
 DQ9293
 DQ9293                         *CURRENT SURVEY CONTROL
 DQ9293  ______________________________________________________________________
 DQ9293* NAD 83(1986) POSITION- 46 34 44.37   (N) 090 11 18.06   (W)   HD_HELD1
 DQ9293* NAVD 88 ORTHO HEIGHT -   349.987 (meters)     1148.25  (feet) ADJUSTED
 DQ9293  ______________________________________________________________________
 DQ9293  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 DQ9293  DYNAMIC HEIGHT  -        350.024 (meters)     1148.37  (feet) COMP
 DQ9293  MODELED GRAVITY -    980,708.9   (mgal)                       NAVD 88
 DQ9293
 DQ9293  VERT ORDER      -  SECOND    CLASS I
 DQ9293
 DQ9293.The horizontal coordinates were determined by differentially corrected
 DQ9293.hand held GPS observations or other comparable positioning techniques
 DQ9293.and have an estimated accuracy of +/- 3 meters.
 DQ9293
 DQ9293.The orthometric height was determined by differential leveling and
 DQ9293.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9293.in December 2018.
 DQ9293
 DQ9293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9293.GEOID18 height accuracy estimate available here.
 DQ9293
 DQ9293.Click photographs - Photos may exist for this station.
 DQ9293
 DQ9293.The dynamic height is computed by dividing the NAVD 88
 DQ9293.geopotential number by the normal gravity value computed on the
 DQ9293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9293.degrees latitude (g = 980.6199 gals.).
 DQ9293
 DQ9293.The modeled gravity was interpolated from observed gravity values.
 DQ9293
 DQ9293;                    North         East    Units  Estimated Accuracy
 DQ9293;SPC MI N     -   204,492.1   7,755,695.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9293
 DQ9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1542562221(NAD 83)
 DQ9293
 DQ9293                          SUPERSEDED SURVEY CONTROL
 DQ9293
 DQ9293.No superseded survey control is available for this station.
 DQ9293
 DQ9293_MARKER: F = FLANGE-ENCASED ROD
 DQ9293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9293_STAMPING: 9F08 2017
 DQ9293_MARK LOGO: WIDT
 DQ9293_PROJECTION: FLUSH
 DQ9293_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9293+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DQ9293_ROD/PIPE-DEPTH: 26.9 meters
 DQ9293_SLEEVE-DEPTH  : 0.6 meters
 DQ9293
 DQ9293  HISTORY     - Date     Condition        Report By
 DQ9293  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9293  HISTORY     - 20180716 GOOD             WIDT
 DQ9293
 DQ9293                          STATION DESCRIPTION
 DQ9293
 DQ9293'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9293'THE STATION IS LOCATED ABOUT 33 MI (53.1 KM) EAST OF ASHLAND, 14 MI
 DQ9293'(22.5 KM) NORTHWEST OF WAKEFIELD, AND 8 MI (12.9 KM) NORTH OF
 DQ9293'IRONWOOD.
 DQ9293'
 DQ9293'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 505 WITH COUNTY
 DQ9293'ROAD 204, ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF IRONWOOD, GO NORTH
 DQ9293'AND WEST ON COUNTY ROAD 505 FOR APPROXIMATELY 4.9 MI (7.9 KM) TO THE
 DQ9293'SECOND 90 DEGREE LEFT CURVE IN THE HIGHWAY ROUTE, CURVE LEFT AND
 DQ9293'CONTINUE WEST ON COUNTY ROAD 505 FOR 0.5 MI (0.8 KM) TO A DRIVEWAY
 DQ9293'ENTRANCE FOR LOST LAKE PARK ON THE RIGHT -E4482- AND THE STATION ON
 DQ9293'THE RIGHT.
 DQ9293'
 DQ9293'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9293'SLEEVE, DRIVEN 26.9 M (88.3 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9293'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9293'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ9293'PAVEMENT GRADE.
 DQ9293'
 DQ9293'THE STATION IS 19.7 M (64.6 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD
 DQ9293'505, 13.5 M (44.3 FT) EAST-SOUTHEAST OF A WOODEN UTILITY POLE WITH A
 DQ9293'GUY WIRE -L5DP4-37/07-, 12.3 M (40.4 FT) EAST-NORTHEAST OF A WOODEN
 DQ9293'POLE WITH A -STOP- SIGN AND A -PARK CLOSED AT 10PM- SIGN, 8 M (26.2
 DQ9293'FT) EAST OF THE CENTER OF THE PARK DRIVEWAY, AND 0.25 M (0.8 FT) WEST
 DQ9293'OF A WHITE PLASTIC WITNESS POST.
 DQ9293'
 DQ9293'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9293'DEGREES IN ALL DIRECTIONS AND IS NOT SUITABLE FOR SATELLITE
 DQ9293'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9294 ***********************************************************************
 DQ9294  DESIGNATION -  9F09
 DQ9294  PID         -  DQ9294
 DQ9294  STATE/COUNTY-  MI/GOGEBIC
 DQ9294  COUNTRY     -  US
 DQ9294  USGS QUAD   -  NORTH IRONWOOD (2017)
 DQ9294
 DQ9294                         *CURRENT SURVEY CONTROL
 DQ9294  ______________________________________________________________________
 DQ9294* NAD 83(1986) POSITION- 46 32 59.41   (N) 090 09 22.47   (W)   HD_HELD1
 DQ9294* NAVD 88 ORTHO HEIGHT -   373.384 (meters)     1225.01  (feet) ADJUSTED
 DQ9294  ______________________________________________________________________
 DQ9294  GEOID HEIGHT    -        -30.571 (meters)                     GEOID18
 DQ9294  DYNAMIC HEIGHT  -        373.419 (meters)     1225.13  (feet) COMP
 DQ9294  MODELED GRAVITY -    980,695.4   (mgal)                       NAVD 88
 DQ9294
 DQ9294  VERT ORDER      -  SECOND    CLASS I
 DQ9294
 DQ9294.The horizontal coordinates were determined by differentially corrected
 DQ9294.hand held GPS observations or other comparable positioning techniques
 DQ9294.and have an estimated accuracy of +/- 3 meters.
 DQ9294
 DQ9294.The orthometric height was determined by differential leveling and
 DQ9294.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9294.in December 2018.
 DQ9294
 DQ9294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9294.GEOID18 height accuracy estimate available here.
 DQ9294
 DQ9294.Click photographs - Photos may exist for this station.
 DQ9294
 DQ9294.The dynamic height is computed by dividing the NAVD 88
 DQ9294.geopotential number by the normal gravity value computed on the
 DQ9294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9294.degrees latitude (g = 980.6199 gals.).
 DQ9294
 DQ9294.The modeled gravity was interpolated from observed gravity values.
 DQ9294
 DQ9294;                    North         East    Units  Estimated Accuracy
 DQ9294;SPC MI N     -   201,155.5   7,758,025.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9294
 DQ9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1800259070(NAD 83)
 DQ9294
 DQ9294                          SUPERSEDED SURVEY CONTROL
 DQ9294
 DQ9294.No superseded survey control is available for this station.
 DQ9294
 DQ9294_MARKER: F = FLANGE-ENCASED ROD
 DQ9294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9294_STAMPING: 9F09 2017
 DQ9294_MARK LOGO: WIDT
 DQ9294_PROJECTION: FLUSH
 DQ9294_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9294+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 DQ9294_ROD/PIPE-DEPTH: 10.0 meters
 DQ9294_SLEEVE-DEPTH  : 0.6 meters
 DQ9294
 DQ9294  HISTORY     - Date     Condition        Report By
 DQ9294  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9294  HISTORY     - 20180712 GOOD             WIDT
 DQ9294
 DQ9294                          STATION DESCRIPTION
 DQ9294
 DQ9294'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9294'THE STATION IS LOCATED ABOUT 34 MI (54.7 KM) EAST OF ASHLAND, 11 MI
 DQ9294'(17.7 KM) NORTHWEST OF WAKEFIELD, AND 6 MI (9.7 KM) NORTH OF IRONWOOD.
 DQ9294'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 505 WITH COUNTY
 DQ9294'ROAD 204, ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF IRONWOOD, GO NORTH
 DQ9294'ON COUNTY ROAD 505 FOR 2.0 MI (3.2 KM) TO DEER HAVEN LANE ON THE LEFT
 DQ9294'AND THE STATION ON THE LEFT.
 DQ9294'
 DQ9294'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9294'SLEEVE, DRIVEN 10.0 M (32.8 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9294'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9294'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT)
 DQ9294'LOWER THAN ROAD GRADE.
 DQ9294'
 DQ9294'THE STATION IS 6.5 M (21.3 FT) NORTH OF THE CENTER OF DEER HAVEN LANE,
 DQ9294'18.8 M (61.7 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 505, 9.1 M
 DQ9294'(29.9 FT) WEST-SOUTHWEST OF A SECTION CORNER REFERENCE MONUMENT,
 DQ9294'COMPRISED OF A 3.25 INCH (8 CM) DIAMETER ALUMINUM DISK SET IN CONCRETE
 DQ9294'AND MARKED WITH A STEEL WITNESS POST, 3.7 M (12.1 FT) SOUTHWEST OF THE
 DQ9294'TRUNK OF AN APPLE SMALL, AND 0.25 M (0.8 FT) SOUTH OF A WHITE PLASTIC
 DQ9294'WITNESS POST.
 DQ9294'
 DQ9294'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9294'DEGREES AND IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9295 ***********************************************************************
 DQ9295  DESIGNATION -  9F10
 DQ9295  PID         -  DQ9295
 DQ9295  STATE/COUNTY-  MI/GOGEBIC
 DQ9295  COUNTRY     -  US
 DQ9295  USGS QUAD   -  IRONWOOD (2017)
 DQ9295
 DQ9295                         *CURRENT SURVEY CONTROL
 DQ9295  ______________________________________________________________________
 DQ9295* NAD 83(1986) POSITION- 46 29 46.64   (N) 090 09 20.76   (W)   HD_HELD1
 DQ9295* NAVD 88 ORTHO HEIGHT -   410.002 (meters)     1345.15  (feet) ADJUSTED
 DQ9295  ______________________________________________________________________
 DQ9295  GEOID HEIGHT    -        -30.619 (meters)                     GEOID18
 DQ9295  DYNAMIC HEIGHT  -        410.029 (meters)     1345.24  (feet) COMP
 DQ9295  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DQ9295
 DQ9295  VERT ORDER      -  SECOND    CLASS I
 DQ9295
 DQ9295.The horizontal coordinates were determined by differentially corrected
 DQ9295.hand held GPS observations or other comparable positioning techniques
 DQ9295.and have an estimated accuracy of +/- 3 meters.
 DQ9295
 DQ9295.The orthometric height was determined by differential leveling and
 DQ9295.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9295.in December 2018.
 DQ9295
 DQ9295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9295.GEOID18 height accuracy estimate available here.
 DQ9295
 DQ9295.Click photographs - Photos may exist for this station.
 DQ9295
 DQ9295.The dynamic height is computed by dividing the NAVD 88
 DQ9295.geopotential number by the normal gravity value computed on the
 DQ9295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9295.degrees latitude (g = 980.6199 gals.).
 DQ9295
 DQ9295.The modeled gravity was interpolated from observed gravity values.
 DQ9295
 DQ9295;                    North         East    Units  Estimated Accuracy
 DQ9295;SPC MI N     -   195,206.9   7,757,824.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9295
 DQ9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1825353121(NAD 83)
 DQ9295
 DQ9295                          SUPERSEDED SURVEY CONTROL
 DQ9295
 DQ9295.No superseded survey control is available for this station.
 DQ9295
 DQ9295_MARKER: F = FLANGE-ENCASED ROD
 DQ9295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9295_STAMPING: 9F10 2017
 DQ9295_MARK LOGO: WIDT
 DQ9295_PROJECTION: FLUSH
 DQ9295_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9295+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DQ9295_ROD/PIPE-DEPTH: 14.3 meters
 DQ9295_SLEEVE-DEPTH  : 0.6 meters
 DQ9295
 DQ9295  HISTORY     - Date     Condition        Report By
 DQ9295  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9295  HISTORY     - 20180709 GOOD             WIDT
 DQ9295
 DQ9295                          STATION DESCRIPTION
 DQ9295
 DQ9295'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9295'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) EAST-SOUTHEAST OF
 DQ9295'ASHLAND, 10 MI (16.1 KM) WEST OF WAKEFIELD, AND 2 MI (3.2 KM) NORTH OF
 DQ9295'IRONWOOD.
 DQ9295'
 DQ9295'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 505 WITH COUNTY
 DQ9295'ROAD 204, ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF IRONWOOD, GO SOUTH
 DQ9295'ON COUNTY ROAD 505 FOR 1.5 MI (2.4 KM) TO HILLCREST LANE ON THE LEFT,
 DQ9295'CONTINUE SOUTH ON COUNTY ROAD 505 FOR 0.2 MI (0.3 KM) TO THE STATION
 DQ9295'ON THE LEFT, LOCATED AT A DRIVEWAY ENTRANCE.  ALTERNATIVELY, THE
 DQ9295'STATION IS LOCATED 0.3 MI (0.5 KM) NORTH OF SUNSET ROAD.
 DQ9295'
 DQ9295'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9295'SLEEVE, DRIVEN 14.3 M (46.9 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9295'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9295'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT)
 DQ9295'HIGHER THAN PAVEMENT GRADE.
 DQ9295'
 DQ9295'THE STATION IS 11.2 M (36.7 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 DQ9295'505, 9.4 M (30.8 FT) SOUTH OF A WOODEN UTILITY POLE, 4.6 M (15.1 FT)
 DQ9295'NORTHEAST OF THE SOUTH END OF A 60 CM (24 INCH) DIAMETER CORRUGATED
 DQ9295'PLASTIC CULVERT PIPE, AND 0.25 M (0.8 FT) WEST OF A WHITE PLASTIC
 DQ9295'WITNESS POST.
 DQ9295'
 DQ9295'NOTE-THE STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DQ9295'DEGREES AND IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ9296 ***********************************************************************
 DQ9296  DESIGNATION -  9F11
 DQ9296  PID         -  DQ9296
 DQ9296  STATE/COUNTY-  MI/GOGEBIC
 DQ9296  COUNTRY     -  US
 DQ9296  USGS QUAD   -  IRONWOOD (2017)
 DQ9296
 DQ9296                         *CURRENT SURVEY CONTROL
 DQ9296  ______________________________________________________________________
 DQ9296* NAD 83(1986) POSITION- 46 28 29.08   (N) 090 09 23.55   (W)   HD_HELD1
 DQ9296* NAVD 88 ORTHO HEIGHT -   439.847 (meters)     1443.06  (feet) ADJUSTED
 DQ9296  ______________________________________________________________________
 DQ9296  GEOID HEIGHT    -        -30.649 (meters)                     GEOID18
 DQ9296  DYNAMIC HEIGHT  -        439.869 (meters)     1443.14  (feet) COMP
 DQ9296  MODELED GRAVITY -    980,650.0   (mgal)                       NAVD 88
 DQ9296
 DQ9296  VERT ORDER      -  SECOND    CLASS I
 DQ9296
 DQ9296.The horizontal coordinates were determined by differentially corrected
 DQ9296.hand held GPS observations or other comparable positioning techniques
 DQ9296.and have an estimated accuracy of +/- 3 meters.
 DQ9296
 DQ9296.The orthometric height was determined by differential leveling and
 DQ9296.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9296.in December 2018.
 DQ9296
 DQ9296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9296.GEOID18 height accuracy estimate available here.
 DQ9296
 DQ9296.Click photographs - Photos may exist for this station.
 DQ9296
 DQ9296.The dynamic height is computed by dividing the NAVD 88
 DQ9296.geopotential number by the normal gravity value computed on the
 DQ9296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9296.degrees latitude (g = 980.6199 gals.).
 DQ9296
 DQ9296.The modeled gravity was interpolated from observed gravity values.
 DQ9296
 DQ9296;                    North         East    Units  Estimated Accuracy
 DQ9296;SPC MI N     -   192,816.4   7,757,669.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9296
 DQ9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1828050725(NAD 83)
 DQ9296
 DQ9296                          SUPERSEDED SURVEY CONTROL
 DQ9296
 DQ9296.No superseded survey control is available for this station.
 DQ9296
 DQ9296_MARKER: F = FLANGE-ENCASED ROD
 DQ9296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9296_STAMPING: 9F11 2017
 DQ9296_MARK LOGO: WIDT
 DQ9296_PROJECTION: FLUSH
 DQ9296_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9296+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DQ9296_ROD/PIPE-DEPTH: 3.5 meters
 DQ9296_SLEEVE-DEPTH  : 1 meters
 DQ9296
 DQ9296  HISTORY     - Date     Condition        Report By
 DQ9296  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9296  HISTORY     - 20180709 GOOD             WIDT
 DQ9296
 DQ9296                          STATION DESCRIPTION
 DQ9296
 DQ9296'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9296'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) EAST-SOUTHEAST OF
 DQ9296'ASHLAND, 10 MI (16.1 KM) WEST OF WAKEFIELD AND 1.5 MI (2.4 KM) NORTH
 DQ9296'OF DOWNTOWN IRONWOOD.
 DQ9296'
 DQ9296'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 505 WITH COUNTY
 DQ9296'ROAD 204, ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF IRONWOOD, GO SOUTH
 DQ9296'ON COUNTY ROAD 505 FOR APPROXIMATELY 3.2 MI (5.1 KM) TO GCC ROAD ON
 DQ9296'THE RIGHT AND THE STATION ON THE RIGHT.  ALTERNATIVELY FROM THE
 DQ9296'JUNCTION OF US HIGHWAY 2 (CLOVERLAND DRIVE) WITH COUNTY ROAD 505 (LAKE
 DQ9296'STREET) IN THE CITY OF IRONWOOD, GO NORTH ON COUNTY FOR 505 (LAKE
 DQ9296'STREET) FOR 0.75 MI (1.21 KM) TO GCC ROAD ON THE LEFT AND THE STATION
 DQ9296'ON THE LEFT.
 DQ9296'
 DQ9296'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ9296'SLEEVE, DRIVEN 8.7 M (28.5 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ9296'ALUMINUM ACCESS COVER AND 40 CM (16 INCHES) DIAMETER CONCRETE COLLAR,
 DQ9296'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT)
 DQ9296'LOWER THAN PAVEMENT GRADE.
 DQ9296'
 DQ9296'THE STATION IS 23.7 M (77.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD
 DQ9296'505 (LAKE STREET), 13.3 M (43.6 FT) NORTH OF GCC ROAD, 5.4 M (17.7 FT)
 DQ9296'SOUTHWEST OF THE WESTERN OF TWO WOODEN SUPPORT POSTS FOR A -GOGEBIC
 DQ9296'COMMUNITY COLLEGE- WELCOME SIGN AND 0.25 M (0.8 FT) SOUTH OF A WHITE
 DQ9296'PLASTIC WITNESS POST.
 DQ9296'
 DQ9296'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 35
 DQ9296'DEGREES ABOVE THE HORIZON AND TREES TO THE EAST EXTENDING TO 30
 DQ9296'DEGREES ABOVE THE HORIZON, RESPECTIVELY AND A NEARBY TREE LINE TO THE
 DQ9296'NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0076 ***********************************************************************
 NF0076  DESIGNATION -  A
 NF0076  PID         -  NF0076
 NF0076  STATE/COUNTY-  MI/INGHAM
 NF0076  COUNTRY     -  US
 NF0076  USGS QUAD   -  EAST LANSING (2017)
 NF0076
 NF0076                         *CURRENT SURVEY CONTROL
 NF0076  ______________________________________________________________________
 NF0076* NAD 83(1986) POSITION- 42 43 17.     (N) 084 27 45.     (W)   SCALED
 NF0076* NAVD 88 ORTHO HEIGHT -   256.97  (+/-2cm)      843.1   (feet) VERTCON3
 NF0076  ______________________________________________________________________
 NF0076  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 NF0076  VERT ORDER      -  ? (See Below)
 NF0076
 NF0076.The horizontal coordinates were scaled from a map and have
 NF0076.an estimated accuracy of +/- 6 seconds.
 NF0076
 NF0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0076
 NF0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0076.GEOID18 height accuracy estimate available here.
 NF0076
 NF0076.The vertical order pertains to the NGVD 29 superseded value.
 NF0076
 NF0076.Click photographs - Photos may exist for this station.
 NF0076
 NF0076;                    North         East    Units  Estimated Accuracy
 NF0076;SPC MI S     -   135,670.    3,992,150.      MT  (+/- 180 meters Scaled)
 NF0076
 NF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN077329(NAD 83)
 NF0076
 NF0076                          SUPERSEDED SURVEY CONTROL
 NF0076
 NF0076  NGVD 29 (??/??/92)  257.108  (m)          843.53   (f) ADJ UNCH       
 NF0076
 NF0076.Superseded values are not recommended for survey control.
 NF0076
 NF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0076.See file dsdata.pdf to determine how the superseded data were derived.
 NF0076
 NF0076_MARKER: DD = SURVEY DISK
 NF0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0076_STAMPING: A
 NF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0076+STABILITY: SURFACE MOTION
 NF0076
 NF0076  HISTORY     - Date     Condition        Report By
 NF0076  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0076  HISTORY     - 1932     GOOD             MISCOL
 NF0076  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0076  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0076
 NF0076                          STATION DESCRIPTION
 NF0076
 NF0076'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0076'AT EAST LANSING.
 NF0076'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0076'FARM, AT THE SOUTHWEST CORNER OF PINETUM, 25.8 FEET EAST OF THE
 NF0076'CENTERLINE OF HAGARDORN ROAD, AND 4.2 FEET NORTH OF A POINT
 NF0076'2.5 FEET WEST OF A FENCE CORNER.  A MICHIGAN STATE COLLEGE
 NF0076'STANDARD DISK, STAMPED A AND SET IN THE TOP OF A CONCRETE POST.
 NF0076
 NF0076                          STATION RECOVERY (1978)
 NF0076
 NF0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0076'MARK NOT FOUND.
 NF0076
 NF0076                          STATION RECOVERY (1989)
 NF0076
 NF0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0240 ***********************************************************************
 SG0240  DESIGNATION -  A
 SG0240  PID         -  SG0240
 SG0240  STATE/COUNTY-  MI/HOUGHTON
 SG0240  COUNTRY     -  US
 SG0240  USGS QUAD   -  OSKAR (2017)
 SG0240
 SG0240                         *CURRENT SURVEY CONTROL
 SG0240  ______________________________________________________________________
 SG0240* NAD 83(1994) POSITION- 47 09 59.40480(N) 088 38 38.81373(W)   ADJUSTED
 SG0240* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 SG0240  ______________________________________________________________________
 SG0240  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 SG0240  LAPLACE CORR    -        -10.26  (seconds)                    DEFLEC18
 SG0240  HORZ ORDER      -  THIRD
 SG0240
 SG0240.The horizontal coordinates were established by classical geodetic methods
 SG0240.and adjusted by the National Geodetic Survey in February 1997.
 SG0240
 SG0240.The orthometric height was scaled from a topographic map.
 SG0240
 SG0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0240.GEOID18 height accuracy estimate available here.
 SG0240
 SG0240.Click photographs - Photos may exist for this station.
 SG0240
 SG0240.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0240
 SG0240. The following values were computed from the NAD 83(1994) position.
 SG0240
 SG0240;                    North         East     Units Scale Factor Converg.
 SG0240;SPC MI N     -   266,180.843 7,875,350.462   MT  1.00002137   -1 11 18.1
 SG0240;SPC MI N     -   873,296.73 25,837,763.98   iFT  1.00002137   -1 11 18.1
 SG0240;UTM  16      - 5,224,978.280   375,395.321   MT  0.99979082   -1 12 21.0
 SG0240
 SG0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0240!SPC MI N     -   0.99997640  x   1.00002137  =   0.99999777
 SG0240!UTM  16      -   0.99997640  x   0.99979082  =   0.99976723
 SG0240
 SG0240:                Primary Azimuth Mark                     Grid Az
 SG0240:SPC MI N     -  ROULEAU POINT RANGE F LIGHT              034 38 15.6
 SG0240:UTM  16      -  ROULEAU POINT RANGE F LIGHT              034 39 18.5
 SG0240
 SG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7539524978(NAD 83)
 SG0240
 SG0240|---------------------------------------------------------------------|
 SG0240| PID    Reference Object                     Distance      Geod. Az  |
 SG0240|                                                           dddmmss.s |
 SG0240| SG0202 ROULEAU POINT RANGE REAR LIGHT      APPROX. 3.9 KM 0332647.6 |
 SG0240| SG0203 ROULEAU POINT RANGE F LIGHT         APPROX. 3.5 KM 0332657.5 |
 SG0240|---------------------------------------------------------------------|
 SG0240
 SG0240                          SUPERSEDED SURVEY CONTROL
 SG0240
 SG0240  NAD 83(1986)-  47 09 59.40084(N)    088 38 38.78806(W) AD(       ) 3
 SG0240  NAD 27      -  47 09 59.67000(N)    088 38 38.35200(W) AD(       ) 3
 SG0240
 SG0240.Superseded values are not recommended for survey control.
 SG0240
 SG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0240.See file dsdata.pdf to determine how the superseded data were derived.
 SG0240
 SG0240_MARKER: I = METAL ROD
 SG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0240_STAMPING: 558
 SG0240_MARK LOGO: USACE
 SG0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0240+STABILITY: SURFACE MOTION
 SG0240
 SG0240  HISTORY     - Date     Condition        Report By
 SG0240  HISTORY     - 1934     MONUMENTED       USACE
 SG0240  HISTORY     - 1981     GOOD             NOS
 SG0240
 SG0240                          STATION DESCRIPTION
 SG0240
 SG0240'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934
 SG0240'OPPOSITE HIGH POINT ON WESTERLY SHORE OF PORTAGE LAKE, SEC. 17,
 SG0240'T. 55 N., R. 34 W., IN THE YARD OF THE SUMMER HOME OF EMIL
 SG0240'TIKKANEN.  STATION MARK IS 70.1 FEET N. 32 DEG W. (MAG.) OF A
 SG0240'SMALL POINT OF SHORE, 76.6 FEET N. 27 DEG W. (MAG.) OF NORTHEAST
 SG0240'CORNER OF BATH HOUSE, 71.9 FEET S. 80 DEG E. (MAG.) OF THE HOUSE
 SG0240'AND 9.6 FEET N. 67 DEG W. (MAG.) OF THE CENTER OF A 27-INCH
 SG0240'PINE STUMP.
 SG0240'
 SG0240'TO REACH FROM THE SOUTH END OF THE HOUGHTON COUNTY BRIDGE,
 SG0240'DRIVE WEST AND NORTH 5.6 MILES (0.8 MILE BEYOND THE CORNERS
 SG0240'WHERE ROAD TO FREDA BRANCHES OFF TO THE WEST) ALONG THE SOUTH
 SG0240'SHORE OF PORTAGE LAKE TO THE POINT WHERE MR. TIKKANENS PRIVATE
 SG0240'ROAD BRANCHES OFF TOWARD THE SHORE.  FOLLOW THIS PRIVATE ROAD
 SG0240'TO MR. TIKKANENS YARD AND THE STATION, WHICH IS ABOUT TWO FEET
 SG0240'BACK FROM THE SHORE.
 SG0240'
 SG0240'THE STATION WAS LOCATED FOR THE USE OF THE U.S. ENGINEERS.
 SG0240'THEY HAVE IT MARKED AT PRESENT (1935) WITH A ONE-INCH IRON PIPE
 SG0240'DRIVEN INTO THE GROUND.  THE RESIDENT ENGINEER STATES THAT
 SG0240'IN THE NEAR FUTURE THE STATION WILL BE MARKED WITH ONE OF THEIR
 SG0240'STANDARD DISKS SET IN CONCRETE.
 SG0240
 SG0240                          STATION RECOVERY (1981)
 SG0240
 SG0240'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0240'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS NOW
 SG0240'MARKED WITH A US ARMY CORPS OF ENGINEERS DISK STAMPED---558---,.
 SG0240'
 SG0240'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.14 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0270 ***********************************************************************
 QK0270  DESIGNATION -  A 1
 QK0270  PID         -  QK0270
 QK0270  STATE/COUNTY-  MI/CHEBOYGAN
 QK0270  COUNTRY     -  US
 QK0270  USGS QUAD   -  SAINT IGNACE (2017)
 QK0270
 QK0270                         *CURRENT SURVEY CONTROL
 QK0270  ______________________________________________________________________
 QK0270* NAD 83(1994) POSITION- 45 47 16.19111(N) 084 43 55.86031(W)   ADJUSTED
 QK0270* NAVD 88 ORTHO HEIGHT -   178.746 (meters)      586.44  (feet) ADJUSTED
 QK0270  ______________________________________________________________________
 QK0270  GEOID HEIGHT    -        -35.400 (meters)                     GEOID18
 QK0270  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 QK0270  DYNAMIC HEIGHT  -        178.751 (meters)      586.45  (feet) COMP
 QK0270  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 QK0270  OBS GRAVITY     -    980,639.7   (mgal)                       GRAV_OBS
 QK0270
 QK0270  HORZ ORDER      -  FIRST
 QK0270  VERT ORDER      -  FIRST     CLASS I
 QK0270
 QK0270.The horizontal coordinates were established by classical geodetic methods
 QK0270.and adjusted by the National Geodetic Survey in February 1997.
 QK0270
 QK0270.The orthometric height was determined by differential leveling and
 QK0270.adjusted by the NATIONAL GEODETIC SURVEY
 QK0270.in June 1991.
 QK0270
 QK0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0270.GEOID18 height accuracy estimate available here.
 QK0270
 QK0270.Click photographs - Photos may exist for this station.
 QK0270
 QK0270.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0270
 QK0270.The dynamic height is computed by dividing the NAVD 88
 QK0270.geopotential number by the normal gravity value computed on the
 QK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0270.degrees latitude (g = 980.6199 gals.).
 QK0270
 QK0270.The modeled gravity was interpolated from observed gravity values.
 QK0270
 QK0270.The observed gravity was obtained from relative gravimeter ties
 QK0270.to the IGSN71 gravity network.
 QK0270
 QK0270. The following values were computed from the NAD 83(1994) position.
 QK0270
 QK0270;                    North         East     Units Scale Factor Converg.
 QK0270;SPC MI C     -   274,670.762 5,971,577.325   MT  1.00002150   -0 15 29.5
 QK0270;SPC MI C     -   901,150.79 19,591,789.12   iFT  1.00002150   -0 15 29.5
 QK0270;UTM  16      - 5,072,975.545   676,271.053   MT  0.99998200   +1 37 33.3
 QK0270
 QK0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0270!SPC MI C     -   0.99997753  x   1.00002150  =   0.99999903
 QK0270!UTM  16      -   0.99997753  x   0.99998200  =   0.99995953
 QK0270
 QK0270:                Primary Azimuth Mark                     Grid Az
 QK0270:SPC MI C     -  ROUND ISLAND LH                          058 42 58.0
 QK0270:UTM  16      -  ROUND ISLAND LH                          056 49 55.2
 QK0270
 QK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7627172975(NAD 83)
 QK0270
 QK0270|---------------------------------------------------------------------|
 QK0270| PID    Reference Object                     Distance      Geod. Az  |
 QK0270|                                                           dddmmss.s |
 QK0270| QK0726 ROUND ISLAND LIGHT                  APPROX.11.0 KM 0555310.9 |
 QK0270| QK0725 ROUND ISLAND LH                     APPROX.10.5 KM 0582728.5 |
 QK0270| QK0731 MACKINAW CITY CG RADIO MAST         237.559 METERS 09502     |
 QK0270|---------------------------------------------------------------------|
 QK0270
 QK0270                          SUPERSEDED SURVEY CONTROL
 QK0270
 QK0270  NAD 83(1986)-  45 47 16.18392(N)    084 43 55.85994(W) AD(       ) 1
 QK0270  NAD 27      -  45 47 16.14300(N)    084 43 55.68300(W) AD(       ) 1
 QK0270  NGVD 29 (??/??/92)  178.768  (m)          586.51   (f) ADJ UNCH    1 1
 QK0270
 QK0270.Superseded values are not recommended for survey control.
 QK0270
 QK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0270.See file dsdata.pdf to determine how the superseded data were derived.
 QK0270
 QK0270_MARKER: DD = SURVEY DISK
 QK0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0270_SP_SET: BRIDGE
 QK0270_MARK LOGO: MIDH
 QK0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0270+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2007
 QK0270
 QK0270  HISTORY     - Date     Condition        Report By
 QK0270  HISTORY     - 1954     MONUMENTED       MIDH
 QK0270  HISTORY     - 1972     GOOD
 QK0270  HISTORY     - 1983     GOOD             NGS
 QK0270  HISTORY     - 20030607 GOOD             USPSQD
 QK0270  HISTORY     - 20070609 GOOD             GEOCAC
 QK0270  HISTORY     - 20120725 GOOD             GEOCAC
 QK0270
 QK0270                          STATION DESCRIPTION
 QK0270
 QK0270'DESCRIBED BY MI DEPT OF HIGHWAYS 1954 (CTH)
 QK0270'STATION IS SITUATED WITHIN THE CITY LIMITS OF MACKINAW CITY, WITHIN
 QK0270'THE CONFINES OF
 QK0270'THE MACKINAC STATE PARK.  THE POINT IS SET ON THE CENTERLINE
 QK0270'OF THE EXTENSION OF 4TH ST.
 QK0270'APPROXIMATELY 25 FEET NORTH OF THE NORTH
 QK0270'EDGE OF THE PAVING AT THE TURNAROUND.  THIS
 QK0270'POINT ORIGINALLY ESTABLISHED
 QK0270'BY THE MICHIGAN STATE HIGHWAY DEPT. AND DESIGNATES THE
 QK0270'CENTERLINE OF THE
 QK0270'PROPOSED STRAITS OF MACKINAC BRIDGE.  THE MARK CONSISTS OF A TWO-INCH
 QK0270'IRON PIPE WITH CAP
 QK0270'AND IS SET IN CONCRETE, TOP OF CAP HAS INSCRIBED TRIANGLE
 QK0270'WITH PUNCHMARK IN CENTER, ONLY THE
 QK0270'CAP PROTRUDES ABOVE THE CONCRETE.
 QK0270'
 QK0270'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 QK0270
 QK0270                          STATION RECOVERY (1972)
 QK0270
 QK0270'RECOVERED 1972
 QK0270'AT MACKINAW CITY.
 QK0270'A 1 IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, UNDER THE
 QK0270'SOUTH APPROACH TO THE MACKINAC BRIDGE, NORTH OF THE INTERSECTION
 QK0270'OF HURON AVENUE AND NICOLET STREET, AT THE MACKINAC BRIDGE
 QK0270'AUTHORITY BRUILDING HOUSING THE WILDERNESS STATE PARK, FORT
 QK0270'MICHIMILIMAC, ADMISSIONS ENTRANCE, 15.3 FEET NORTH OF SOUTH
 QK0270'CURB OF SIDEWALK, 15.0 FEET SOUTHEAST OF SOUTHWEST CORNER AND
 QK0270'15.0 FEET SOUTHWEST OF SOUTHEAST CORNER OF BUILDING, 14.8 FEET
 QK0270'EAST OF NORTHEAST CORNER OF WEST PILLAR, 14.8 FEET WEST OF
 QK0270'NORTHWEST CORNER OF EAST PILLAR, 27-INCHES BELOW SURFACE, UNDER
 QK0270'8-INCH DIAMETER HANDHOLE COVER, LABELED, WATER, BEING HIGHEST
 QK0270'POINT OVER CROSS IN BRONZE DISC SET IN CONCRETE, MARK IS ALSO
 QK0270'THE SOUTH CENTERLINE OF MACKINAC BRIDGE.  NOTE-- PREV. DESIG.
 QK0270'A 1 1972.
 QK0270
 QK0270                          STATION RECOVERY (1983)
 QK0270
 QK0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0270'RECOVERED IN GOOD CONDITION.
 QK0270
 QK0270                          STATION RECOVERY (2003)
 QK0270
 QK0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0270'RECOVERED IN GOOD CONDITION.
 QK0270
 QK0270                          STATION RECOVERY (2007)
 QK0270
 QK0270'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 QK0270'RECOVERED IN GOOD CONDITION.
 QK0270
 QK0270                          STATION RECOVERY (2012)
 QK0270
 QK0270'RECOVERY NOTE BY GEOCACHING 2012 (MTT)
 QK0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0103 ***********************************************************************
 OJ0103  DESIGNATION -  A 100
 OJ0103  PID         -  OJ0103
 OJ0103  STATE/COUNTY-  MI/ST CLAIR
 OJ0103  COUNTRY     -  US
 OJ0103  USGS QUAD   -  BROCKWAY (2017)
 OJ0103
 OJ0103                         *CURRENT SURVEY CONTROL
 OJ0103  ______________________________________________________________________
 OJ0103* NAD 83(1986) POSITION- 43 06 08.     (N) 082 45 07.     (W)   SCALED
 OJ0103* NAVD 88 ORTHO HEIGHT -   238.825 (meters)      783.55  (feet) ADJUSTED
 OJ0103  ______________________________________________________________________
 OJ0103  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 OJ0103  DYNAMIC HEIGHT  -        238.769 (meters)      783.36  (feet) COMP
 OJ0103  MODELED GRAVITY -    980,382.0   (mgal)                       NAVD 88
 OJ0103
 OJ0103  VERT ORDER      -  SECOND    CLASS 0
 OJ0103
 OJ0103.The horizontal coordinates were scaled from a map and have
 OJ0103.an estimated accuracy of +/- 6 seconds.
 OJ0103
 OJ0103.The orthometric height was determined by differential leveling and
 OJ0103.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0103.in June 1991.
 OJ0103
 OJ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0103.GEOID18 height accuracy estimate available here.
 OJ0103
 OJ0103.Click photographs - Photos may exist for this station.
 OJ0103
 OJ0103.The dynamic height is computed by dividing the NAVD 88
 OJ0103.geopotential number by the normal gravity value computed on the
 OJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0103.degrees latitude (g = 980.6199 gals.).
 OJ0103
 OJ0103.The modeled gravity was interpolated from observed gravity values.
 OJ0103
 OJ0103;                    North         East    Units  Estimated Accuracy
 OJ0103;SPC MI S     -   179,230.    4,131,430.      MT  (+/- 180 meters Scaled)
 OJ0103
 OJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH574736(NAD 83)
 OJ0103
 OJ0103                          SUPERSEDED SURVEY CONTROL
 OJ0103
 OJ0103  NGVD 29 (??/??/92)  238.945  (m)          783.94   (f) ADJ UNCH    2 0
 OJ0103
 OJ0103.Superseded values are not recommended for survey control.
 OJ0103
 OJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0103.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0103
 OJ0103_MARKER: DB = BENCH MARK DISK
 OJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0103_STAMPING: A 100 1934
 OJ0103_MARK LOGO: CGS
 OJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0103+STABILITY: SURFACE MOTION
 OJ0103
 OJ0103  HISTORY     - Date     Condition        Report By
 OJ0103  HISTORY     - 1934     MONUMENTED       CGS
 OJ0103  HISTORY     - 1960     GOOD             CGS
 OJ0103
 OJ0103                          STATION DESCRIPTION
 OJ0103
 OJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0103'3.1 MI SE FROM YALE.
 OJ0103'3.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0103'THE STATION AT YALE, ST. CLAIR COUNTY, AT A DIRT-ROAD CROSSING,
 OJ0103'27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHEAST
 OJ0103'OF THE NORTHEAST RAIL, AND 4 FEET LOWER THAN THE TRACK.  A
 OJ0103'STANDARD DISK, STAMPED A 100 1934 AND SET IN THE TOP OF A
 OJ0103'CONCRETE POST.  NOTE-- USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0325 ***********************************************************************
 OJ0325  DESIGNATION -  A 101 RESET
 OJ0325  PID         -  OJ0325
 OJ0325  STATE/COUNTY-  MI/TUSCOLA
 OJ0325  COUNTRY     -  US
 OJ0325  USGS QUAD   -  JUNIATA (2017)
 OJ0325
 OJ0325                         *CURRENT SURVEY CONTROL
 OJ0325  ______________________________________________________________________
 OJ0325* NAD 83(1986) POSITION- 43 21 20.     (N) 083 28 56.     (W)   SCALED
 OJ0325* NAVD 88 ORTHO HEIGHT -   215.75  (+/-2cm)      707.8   (feet) VERTCON3
 OJ0325  ______________________________________________________________________
 OJ0325  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 OJ0325  VERT ORDER      -  THIRD (See Below)
 OJ0325
 OJ0325.The horizontal coordinates were scaled from a map and have
 OJ0325.an estimated accuracy of +/- 6 seconds.
 OJ0325
 OJ0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0325
 OJ0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0325.GEOID18 height accuracy estimate available here.
 OJ0325
 OJ0325.The vertical order pertains to the NGVD 29 superseded value.
 OJ0325
 OJ0325.Click photographs - Photos may exist for this station.
 OJ0325
 OJ0325;                    North         East    Units  Estimated Accuracy
 OJ0325;SPC MI S     -   206,490.    4,071,700.      MT  (+/- 180 meters Scaled)
 OJ0325
 OJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ988032(NAD 83)
 OJ0325
 OJ0325                          SUPERSEDED SURVEY CONTROL
 OJ0325
 OJ0325  NGVD 29 (??/??/??)  215.90   (m)          708.3    (f) RESET       3  
 OJ0325
 OJ0325.Superseded values are not recommended for survey control.
 OJ0325
 OJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0325.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0325
 OJ0325_MARKER: DB = BENCH MARK DISK
 OJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0325_STAMPING: A 101 1934 RESET 1960
 OJ0325_MARK LOGO: CGS
 OJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0325+STABILITY: SURFACE MOTION
 OJ0325
 OJ0325  HISTORY     - Date     Condition        Report By
 OJ0325  HISTORY     - 1960     MONUMENTED       CGS
 OJ0325  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0325
 OJ0325                          STATION DESCRIPTION
 OJ0325
 OJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0325'1 MI W FROM JUNIATA.
 OJ0325'1.0 MILE WEST OF JUNIATA, TUSCOLA COUNTY, ALONG THE CHESAPEAKE
 OJ0325'AND OHIO RAILWAY, T. 11 N. R. 8 E., NEAR THE S. 1/16 CORNER
 OJ0325'SECTIONS 13 AND 14, 53 FEET SOUTH, 40 FEET EAST, AND 3.6 FEET
 OJ0325'LOWER THAN GRADE CROSSING, 2.5 FEET SOUTH OF FENCE IN A CONCRETE
 OJ0325'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 OJ0325'STAMPD A 101 1934 RESET 1960.
 OJ0325
 OJ0325                          STATION RECOVERY (1999)
 OJ0325
 OJ0325'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0087 ***********************************************************************
 OJ0087  DESIGNATION -  A 102
 OJ0087  PID         -  OJ0087
 OJ0087  STATE/COUNTY-  MI/SANILAC
 OJ0087  COUNTRY     -  US
 OJ0087  USGS QUAD   -  CARSONVILLE (2017)
 OJ0087
 OJ0087                         *CURRENT SURVEY CONTROL
 OJ0087  ______________________________________________________________________
 OJ0087* NAD 83(1986) POSITION- 43 25 35.     (N) 082 41 03.     (W)   SCALED
 OJ0087* NAVD 88 ORTHO HEIGHT -   232.700 (meters)      763.45  (feet) ADJUSTED
 OJ0087  ______________________________________________________________________
 OJ0087  GEOID HEIGHT    -        -34.528 (meters)                     GEOID18
 OJ0087  DYNAMIC HEIGHT  -        232.654 (meters)      763.30  (feet) COMP
 OJ0087  MODELED GRAVITY -    980,414.8   (mgal)                       NAVD 88
 OJ0087
 OJ0087  VERT ORDER      -  SECOND    CLASS 0
 OJ0087
 OJ0087.The horizontal coordinates were scaled from a map and have
 OJ0087.an estimated accuracy of +/- 6 seconds.
 OJ0087
 OJ0087.The orthometric height was determined by differential leveling and
 OJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0087.in June 1991.
 OJ0087
 OJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0087.GEOID18 height accuracy estimate available here.
 OJ0087
 OJ0087.Click photographs - Photos may exist for this station.
 OJ0087
 OJ0087.The dynamic height is computed by dividing the NAVD 88
 OJ0087.geopotential number by the normal gravity value computed on the
 OJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0087.degrees latitude (g = 980.6199 gals.).
 OJ0087
 OJ0087.The modeled gravity was interpolated from observed gravity values.
 OJ0087
 OJ0087;                    North         East    Units  Estimated Accuracy
 OJ0087;SPC MI S     -   215,350.    4,136,230.      MT  (+/- 180 meters Scaled)
 OJ0087
 OJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ636095(NAD 83)
 OJ0087
 OJ0087                          SUPERSEDED SURVEY CONTROL
 OJ0087
 OJ0087  NGVD 29 (??/??/92)  232.822  (m)          763.85   (f) ADJ UNCH    2 0
 OJ0087
 OJ0087.Superseded values are not recommended for survey control.
 OJ0087
 OJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0087.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0087
 OJ0087_MARKER: DB = BENCH MARK DISK
 OJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0087_STAMPING: A 102 1934
 OJ0087_MARK LOGO: CGS
 OJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0087+STABILITY: SURFACE MOTION
 OJ0087
 OJ0087  HISTORY     - Date     Condition        Report By
 OJ0087  HISTORY     - 1934     MONUMENTED       CGS
 OJ0087  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0087  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0087  HISTORY     - 20210720 MARK NOT FOUND   MIDT
 OJ0087
 OJ0087                          STATION DESCRIPTION
 OJ0087
 OJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0087'0.3 MI W FROM CARSONVILLE.
 OJ0087'0.3 MILE WEST ALONG STATE HIGHWAY 46 FROM THE CHESAPEAKE AND
 OJ0087'OHIO RAILWAY STATION AT CARSONVILLE, SANILAC COUNTY, AT THE
 OJ0087'MIDDLE OF THE NORTH SIDE OF THE SCHOOL ATHLETIC FIELD, 49 YARDS
 OJ0087'EAST OF THE EAST END OF A CONCRETE CULVERT, 32.5 FEET SOUTH
 OJ0087'OF THE CENTERLINE OF THE HIGHWAY, 12.5 FEET SOUTHWEST OF A NO
 OJ0087'PARKING ON HIGHWAY SIGN, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 OJ0087'STANDARD DISK, STAMPED A 102 1934 AND SET IN THE TOP OF A
 OJ0087'CONCRETE POST.  NOTE-- THIS MARK WAS PROBABLY DESTROYED DUE TO
 OJ0087'WIDENING OF ROAD.
 OJ0087
 OJ0087                          STATION RECOVERY (1994)
 OJ0087
 OJ0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0087'MARK NOT FOUND.
 OJ0087
 OJ0087                          STATION RECOVERY (2021)
 OJ0087
 OJ0087'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0799 ***********************************************************************
 NE0799  DESIGNATION -  A 105
 NE0799  PID         -  NE0799
 NE0799  STATE/COUNTY-  MI/LIVINGSTON
 NE0799  COUNTRY     -  US
 NE0799  USGS QUAD   -  OAK GROVE (2017)
 NE0799
 NE0799                         *CURRENT SURVEY CONTROL
 NE0799  ______________________________________________________________________
 NE0799* NAD 83(1986) POSITION- 42 42 18.76   (N) 083 56 39.25   (W)   HD_HELD1
 NE0799* NAVD 88 ORTHO HEIGHT -   274.335 (meters)      900.05  (feet) ADJUSTED
 NE0799  ______________________________________________________________________
 NE0799  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 NE0799  DYNAMIC HEIGHT  -        274.266 (meters)      899.82  (feet) COMP
 NE0799  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 NE0799
 NE0799  VERT ORDER      -  SECOND    CLASS 0
 NE0799
 NE0799.The horizontal coordinates were determined by differentially corrected
 NE0799.hand held GPS observations or other comparable positioning techniques
 NE0799.and have an estimated accuracy of +/- 3 meters.
 NE0799
 NE0799.The orthometric height was determined by differential leveling and
 NE0799.adjusted by the NATIONAL GEODETIC SURVEY
 NE0799.in June 1991.
 NE0799
 NE0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0799.GEOID18 height accuracy estimate available here.
 NE0799
 NE0799.Click photographs - Photos may exist for this station.
 NE0799
 NE0799.The dynamic height is computed by dividing the NAVD 88
 NE0799.geopotential number by the normal gravity value computed on the
 NE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0799.degrees latitude (g = 980.6199 gals.).
 NE0799
 NE0799.The modeled gravity was interpolated from observed gravity values.
 NE0799
 NE0799;                    North         East    Units  Estimated Accuracy
 NE0799;SPC MI S     -   133,958.3   4,034,606.4     MT  (+/- 3 meters HH1 GPS) 
 NE0799
 NE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5886732283(NAD 83)
 NE0799
 NE0799                          SUPERSEDED SURVEY CONTROL
 NE0799
 NE0799  NGVD 29 (??/??/92)  274.468  (m)          900.48   (f) ADJ UNCH    2 0
 NE0799
 NE0799.Superseded values are not recommended for survey control.
 NE0799
 NE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0799.See file dsdata.pdf to determine how the superseded data were derived.
 NE0799
 NE0799_MARKER: DB = BENCH MARK DISK
 NE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0799_STAMPING: A 105 1934
 NE0799_MARK LOGO: CGS
 NE0799_PROJECTION: PROJECTING 30 CENTIMETERS
 NE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0799+STABILITY: SURFACE MOTION
 NE0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0799+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2021
 NE0799
 NE0799  HISTORY     - Date     Condition        Report By
 NE0799  HISTORY     - 1934     MONUMENTED       CGS
 NE0799  HISTORY     - 1973     GOOD             ENVENG
 NE0799  HISTORY     - 19950429 GOOD             USPSQD
 NE0799  HISTORY     - 20061219 GOOD             INDIV
 NE0799  HISTORY     - 20210527 GOOD             MIDT
 NE0799
 NE0799                          STATION DESCRIPTION
 NE0799
 NE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0799'0.5 MI N FROM OAK GROVE.
 NE0799'0.5 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0799'AT OAK GROVE, LIVINGSTON COUNTY, 181 YARDS SOUTH OF MILEPOST 81,
 NE0799'15 YARDS SOUTHEAST OF THE CROSSING OF THE CENTERLINE OF A GRAVEL
 NE0799'ROAD AND THE EAST RAIL, 20.3 FEET EAST OF THE EAST RAIL, 5 YARDS
 NE0799'SOUTHWEST OF A 30-INCH OAK TREE, AND ABOUT 2 FEET LOWER THAN
 NE0799'THE TRACK.  A STANDARD DISK, STAMPED A 105 1934 AND SET IN THE
 NE0799'TOP OF A CONCRETE POST.
 NE0799
 NE0799                          STATION RECOVERY (1973)
 NE0799
 NE0799'RECOVERY NOTE BY ENVIRONMENTAL ENGINEERING INCO 1973
 NE0799'RECOVERED IN GOOD CONDITION.
 NE0799
 NE0799                          STATION RECOVERY (1995)
 NE0799
 NE0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0799'RECOVERED IN GOOD CONDITION.
 NE0799
 NE0799                          STATION RECOVERY (2006)
 NE0799
 NE0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0799'RECOVERED IN GOOD CONDITION.
 NE0799
 NE0799                          STATION RECOVERY (2021)
 NE0799
 NE0799'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NE0799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0724 ***********************************************************************
 NE0724  DESIGNATION -  A 106
 NE0724  PID         -  NE0724
 NE0724  STATE/COUNTY-  MI/WASHTENAW
 NE0724  COUNTRY     -  US
 NE0724  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE0724
 NE0724                         *CURRENT SURVEY CONTROL
 NE0724  ______________________________________________________________________
 NE0724* NAD 83(1986) POSITION- 42 17 16.     (N) 083 45 00.     (W)   SCALED
 NE0724* NAVD 88 ORTHO HEIGHT -   244.463 (meters)      802.04  (feet) ADJUSTED
 NE0724  ______________________________________________________________________
 NE0724  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 NE0724  DYNAMIC HEIGHT  -        244.386 (meters)      801.79  (feet) COMP
 NE0724  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 NE0724
 NE0724  VERT ORDER      -  SECOND    CLASS 0
 NE0724
 NE0724.The horizontal coordinates were scaled from a map and have
 NE0724.an estimated accuracy of +/- 6 seconds.
 NE0724
 NE0724.The orthometric height was determined by differential leveling and
 NE0724.adjusted by the NATIONAL GEODETIC SURVEY
 NE0724.in June 1991.
 NE0724
 NE0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0724.GEOID18 height accuracy estimate available here.
 NE0724
 NE0724.Click photographs - Photos may exist for this station.
 NE0724
 NE0724.The dynamic height is computed by dividing the NAVD 88
 NE0724.geopotential number by the normal gravity value computed on the
 NE0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0724.degrees latitude (g = 980.6199 gals.).
 NE0724
 NE0724.The modeled gravity was interpolated from observed gravity values.
 NE0724
 NE0724;                    North         East    Units  Estimated Accuracy
 NE0724;SPC MI S     -    87,690.    4,050,860.      MT  (+/- 180 meters Scaled)
 NE0724
 NE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732853(NAD 83)
 NE0724
 NE0724                          SUPERSEDED SURVEY CONTROL
 NE0724
 NE0724  NGVD 29 (??/??/92)  244.585  (m)          802.44   (f) ADJ UNCH    2 0
 NE0724
 NE0724.Superseded values are not recommended for survey control.
 NE0724
 NE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0724.See file dsdata.pdf to determine how the superseded data were derived.
 NE0724
 NE0724_MARKER: DB = BENCH MARK DISK
 NE0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0724_STAMPING: A 106 1934
 NE0724_MARK LOGO: CGS
 NE0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0724+STABILITY: SURFACE MOTION
 NE0724
 NE0724  HISTORY     - Date     Condition        Report By
 NE0724  HISTORY     - 1934     MONUMENTED       CGS
 NE0724  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0724  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0724
 NE0724                          STATION DESCRIPTION
 NE0724
 NE0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0724'AT ANN ARBOR.
 NE0724'AT ANN ARBOR, WASHTENAW COUNTY, 0.8 MILE NORTH ALONG THE ANN
 NE0724'ARBOR RAILROAD FROM THE NORTH END OF THE STATION, 150 YARDS
 NE0724'SOUTH OF THE CENTER OF THE SUMMIT STREET CROSSING, 23 YARDS
 NE0724'EAST OF THE EAST CORNER OF THE SNYDER BROS. CONSTRUCTION COMPANY
 NE0724'OFFICE, AND 22.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A
 NE0724'STANDARD DISK, STAMPED A 106 1934 AND SET IN THE TOP OF A
 NE0724'CONCRETE POST.
 NE0724
 NE0724                          STATION RECOVERY (1963)
 NE0724
 NE0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0724'MARK NOT FOUND.
 NE0724
 NE0724                          STATION RECOVERY (1987)
 NE0724
 NE0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0395 ***********************************************************************
 NE0395  DESIGNATION -  A 107
 NE0395  PID         -  NE0395
 NE0395  STATE/COUNTY-  MI/OAKLAND
 NE0395  COUNTRY     -  US
 NE0395  USGS QUAD   -  ROCHESTER (2017)
 NE0395
 NE0395                         *CURRENT SURVEY CONTROL
 NE0395  ______________________________________________________________________
 NE0395* NAD 83(1986) POSITION- 42 40 34.     (N) 083 08 01.     (W)   SCALED
 NE0395* NAVD 88 ORTHO HEIGHT -   220.666 (meters)      723.97  (feet) ADJUSTED
 NE0395  ______________________________________________________________________
 NE0395  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 NE0395  DYNAMIC HEIGHT  -        220.600 (meters)      723.75  (feet) COMP
 NE0395  MODELED GRAVITY -    980,315.8   (mgal)                       NAVD 88
 NE0395
 NE0395  VERT ORDER      -  SECOND    CLASS 0
 NE0395
 NE0395.The horizontal coordinates were scaled from a map and have
 NE0395.an estimated accuracy of +/- 6 seconds.
 NE0395
 NE0395.The orthometric height was determined by differential leveling and
 NE0395.adjusted by the NATIONAL GEODETIC SURVEY
 NE0395.in June 1991.
 NE0395
 NE0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0395.GEOID18 height accuracy estimate available here.
 NE0395
 NE0395.Click photographs - Photos may exist for this station.
 NE0395
 NE0395.The dynamic height is computed by dividing the NAVD 88
 NE0395.geopotential number by the normal gravity value computed on the
 NE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0395.degrees latitude (g = 980.6199 gals.).
 NE0395
 NE0395.The modeled gravity was interpolated from observed gravity values.
 NE0395
 NE0395;                    North         East    Units  Estimated Accuracy
 NE0395;SPC MI S     -   131,380.    4,101,060.      MT  (+/- 180 meters Scaled)
 NE0395
 NE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251270(NAD 83)
 NE0395
 NE0395                          SUPERSEDED SURVEY CONTROL
 NE0395
 NE0395  NGVD 29 (??/??/92)  220.801  (m)          724.41   (f) ADJ UNCH    2 0
 NE0395
 NE0395.Superseded values are not recommended for survey control.
 NE0395
 NE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0395.See file dsdata.pdf to determine how the superseded data were derived.
 NE0395
 NE0395_MARKER: DB = BENCH MARK DISK
 NE0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0395_SP_SET: BRIDGE
 NE0395_STAMPING: A 107 1934
 NE0395_MARK LOGO: CGS
 NE0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0395
 NE0395  HISTORY     - Date     Condition        Report By
 NE0395  HISTORY     - 1934     MONUMENTED       CGS
 NE0395  HISTORY     - 1940     GOOD             CGS
 NE0395  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0395  HISTORY     - 20081018 POOR             INDIV
 NE0395
 NE0395                          STATION DESCRIPTION
 NE0395
 NE0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0395'AT ROCHESTER.
 NE0395'AT ROCHESTER, OAKLAND COUNTY, 98 YARDS EAST OF THE SOUTHEAST
 NE0395'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 39 FEET
 NE0395'SOUTH OF A WARNING POST, AT A CONCRETE BRIDGE, IN THE TOP OF
 NE0395'THE NORTHEAST ABUTMENT, 21 FEET EAST OF THE CENTERLINE OF A
 NE0395'DIRT ROAD, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD
 NE0395'DISK, STAMPED A 107 1934.
 NE0395
 NE0395                          STATION RECOVERY (1999)
 NE0395
 NE0395'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0395'MARK NOT FOUND.
 NE0395
 NE0395                          STATION RECOVERY (2008)
 NE0395
 NE0395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JFK)
 NE0395'WAS OVER 100 FEET FROM WHERE IT WAS LISTED AS BEING. IS UNDER EXISTING
 NE0395'BRIDGE ON A CONCRETE SLAB NEXT TO BIKE PATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0657 ***********************************************************************
 NE0657  DESIGNATION -  A 108
 NE0657  PID         -  NE0657
 NE0657  STATE/COUNTY-  MI/WASHTENAW
 NE0657  COUNTRY     -  US
 NE0657  USGS QUAD   -  YPSILANTI WEST (2017)
 NE0657
 NE0657                         *CURRENT SURVEY CONTROL
 NE0657  ______________________________________________________________________
 NE0657* NAD 83(1986) POSITION- 42 13 46.     (N) 083 43 46.     (W)   SCALED
 NE0657* NAVD 88 ORTHO HEIGHT -   252.039 (meters)      826.90  (feet) ADJUSTED
 NE0657  ______________________________________________________________________
 NE0657  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 NE0657  DYNAMIC HEIGHT  -        251.958 (meters)      826.63  (feet) COMP
 NE0657  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 NE0657
 NE0657  VERT ORDER      -  SECOND    CLASS 0
 NE0657
 NE0657.The horizontal coordinates were scaled from a map and have
 NE0657.an estimated accuracy of +/- 6 seconds.
 NE0657
 NE0657.The orthometric height was determined by differential leveling and
 NE0657.adjusted by the NATIONAL GEODETIC SURVEY
 NE0657.in June 1991.
 NE0657
 NE0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0657.GEOID18 height accuracy estimate available here.
 NE0657
 NE0657.Click photographs - Photos may exist for this station.
 NE0657
 NE0657.The dynamic height is computed by dividing the NAVD 88
 NE0657.geopotential number by the normal gravity value computed on the
 NE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0657.degrees latitude (g = 980.6199 gals.).
 NE0657
 NE0657.The modeled gravity was interpolated from observed gravity values.
 NE0657
 NE0657;                    North         East    Units  Estimated Accuracy
 NE0657;SPC MI S     -    81,230.    4,052,600.      MT  (+/- 180 meters Scaled)
 NE0657
 NE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747788(NAD 83)
 NE0657
 NE0657                          SUPERSEDED SURVEY CONTROL
 NE0657
 NE0657  NGVD 29 (??/??/92)  252.157  (m)          827.29   (f) ADJ UNCH    2 0
 NE0657
 NE0657.Superseded values are not recommended for survey control.
 NE0657
 NE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0657.See file dsdata.pdf to determine how the superseded data were derived.
 NE0657
 NE0657_MARKER: DB = BENCH MARK DISK
 NE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0657_STAMPING: A 108 1934
 NE0657_MARK LOGO: CGS
 NE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0657+STABILITY: SURFACE MOTION
 NE0657
 NE0657  HISTORY     - Date     Condition        Report By
 NE0657  HISTORY     - 1934     MONUMENTED       CGS
 NE0657  HISTORY     - 1941     GOOD             CGS
 NE0657  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NE0657
 NE0657                          STATION DESCRIPTION
 NE0657
 NE0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0657'3.4 MI S FROM ANN ARBOR.
 NE0657'3.4 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0657'AT ANN ARBOR, WASHTENAW COUNTY, 25 YARDS SOUTH OF SIGNAL TOWER
 NE0657'41/8, 24.2 FEET SOUTHEAST OF THE CROSSING OF THE EAST RAIL AND
 NE0657'THE CENTERLINE OF A GRAVEL ROAD, 20.2 FEET SOUTH OF THE
 NE0657'CENTERLINE OF THE ROAD, AND 6 INCHES LOWER THAN THE TOP OF THE
 NE0657'RAIL.  A STANDARD DISK, STAMPED A 108 1934 AND SET IN THE
 NE0657'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 12 FEET EAST OF THE
 NE0657'EAST RAIL.
 NE0657
 NE0657                          STATION RECOVERY (1985)
 NE0657
 NE0657'RECOVERY NOTE BY US POWER SQUADRON 1985
 NE0657'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0215 ***********************************************************************
 NF0215  DESIGNATION -  A 11
 NF0215  PID         -  NF0215
 NF0215  STATE/COUNTY-  MI/CALHOUN
 NF0215  COUNTRY     -  US
 NF0215  USGS QUAD   -  NORTHWEST ALBION (2017)
 NF0215
 NF0215                         *CURRENT SURVEY CONTROL
 NF0215  ______________________________________________________________________
 NF0215* NAD 83(1986) POSITION- 42 15 40.     (N) 084 47 14.     (W)   SCALED
 NF0215* NAVD 88 ORTHO HEIGHT -   287.523 (meters)      943.32  (feet) ADJUSTED
 NF0215  ______________________________________________________________________
 NF0215  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 NF0215  DYNAMIC HEIGHT  -        287.423 (meters)      942.99  (feet) COMP
 NF0215  MODELED GRAVITY -    980,267.4   (mgal)                       NAVD 88
 NF0215
 NF0215  VERT ORDER      -  FIRST     CLASS II
 NF0215
 NF0215.The horizontal coordinates were scaled from a map and have
 NF0215.an estimated accuracy of +/- 6 seconds.
 NF0215
 NF0215.The orthometric height was determined by differential leveling and
 NF0215.adjusted by the NATIONAL GEODETIC SURVEY
 NF0215.in June 1991.
 NF0215
 NF0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0215.GEOID18 height accuracy estimate available here.
 NF0215
 NF0215.Click photographs - Photos may exist for this station.
 NF0215
 NF0215.The dynamic height is computed by dividing the NAVD 88
 NF0215.geopotential number by the normal gravity value computed on the
 NF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0215.degrees latitude (g = 980.6199 gals.).
 NF0215
 NF0215.The modeled gravity was interpolated from observed gravity values.
 NF0215
 NF0215;                    North         East    Units  Estimated Accuracy
 NF0215;SPC MI S     -    84,630.    3,965,300.      MT  (+/- 180 meters Scaled)
 NF0215
 NF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM825811(NAD 83)
 NF0215
 NF0215                          SUPERSEDED SURVEY CONTROL
 NF0215
 NF0215  NGVD 29 (??/??/92)  287.651  (m)          943.74   (f) ADJ UNCH    1 2
 NF0215
 NF0215.Superseded values are not recommended for survey control.
 NF0215
 NF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0215.See file dsdata.pdf to determine how the superseded data were derived.
 NF0215
 NF0215_MARKER: DB = BENCH MARK DISK
 NF0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0215_STAMPING: ELEV 943.735 FT A 11 1916
 NF0215_MARK LOGO: CGS
 NF0215_PROJECTION: FLUSH
 NF0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0215+STABILITY: SURFACE MOTION
 NF0215
 NF0215  HISTORY     - Date     Condition        Report By
 NF0215  HISTORY     - 1916     MONUMENTED       CGS
 NF0215  HISTORY     - 1944     GOOD             CGS
 NF0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0215  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0215
 NF0215                          STATION DESCRIPTION
 NF0215
 NF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NF0215'1.8 MI W FROM ALBION.
 NF0215'1.8 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0215'STATION AT ALBION, CALHOUN COUNTY, IN THE MIDDLE OF A SHORT
 NF0215'TANGENT, 39 FEET SOUTHEAST OF THE LEG NEAREST THE TRACKS OF
 NF0215'HIGH-TENSION TRANSMISSION-LINE TOWER 59302, AT YOUNGS FARM-ROAD
 NF0215'CROSSING, 16 FEET NORTHWEST OF THE CENTER OF THE CROSSING, AND
 NF0215'28.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK,
 NF0215'STAMPED ELEV 943.735 FT A 11 1916 AND SET IN THE TOP OF A
 NF0215'CONCRETE POST FLUSH WITH THE GROUND.
 NF0215
 NF0215                          STATION RECOVERY (1976)
 NF0215
 NF0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0215'MARK NOT FOUND.
 NF0215
 NF0215                          STATION RECOVERY (1985)
 NF0215
 NF0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0133 ***********************************************************************
 OK0133  DESIGNATION -  A 110
 OK0133  PID         -  OK0133
 OK0133  STATE/COUNTY-  MI/CLINTON
 OK0133  COUNTRY     -  US
 OK0133  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0133
 OK0133                         *CURRENT SURVEY CONTROL
 OK0133  ______________________________________________________________________
 OK0133* NAD 83(1986) POSITION- 43 00 17.     (N) 084 33 22.     (W)   SCALED
 OK0133* NAVD 88 ORTHO HEIGHT -   232.762 (meters)      763.65  (feet) ADJUSTED
 OK0133  ______________________________________________________________________
 OK0133  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 OK0133  DYNAMIC HEIGHT  -        232.709 (meters)      763.48  (feet) COMP
 OK0133  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 OK0133
 OK0133  VERT ORDER      -  SECOND    CLASS 0
 OK0133
 OK0133.The horizontal coordinates were scaled from a map and have
 OK0133.an estimated accuracy of +/- 6 seconds.
 OK0133
 OK0133.The orthometric height was determined by differential leveling and
 OK0133.adjusted by the NATIONAL GEODETIC SURVEY
 OK0133.in June 1991.
 OK0133
 OK0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0133.GEOID18 height accuracy estimate available here.
 OK0133
 OK0133.Click photographs - Photos may exist for this station.
 OK0133
 OK0133.The dynamic height is computed by dividing the NAVD 88
 OK0133.geopotential number by the normal gravity value computed on the
 OK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0133.degrees latitude (g = 980.6199 gals.).
 OK0133
 OK0133.The modeled gravity was interpolated from observed gravity values.
 OK0133
 OK0133;                    North         East    Units  Estimated Accuracy
 OK0133;SPC MI S     -   167,160.    3,984,560.      MT  (+/- 180 meters Scaled)
 OK0133
 OK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN991642(NAD 83)
 OK0133
 OK0133                          SUPERSEDED SURVEY CONTROL
 OK0133
 OK0133  NGVD 29 (??/??/92)  232.901  (m)          764.11   (f) ADJ UNCH    2 0
 OK0133
 OK0133.Superseded values are not recommended for survey control.
 OK0133
 OK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0133.See file dsdata.pdf to determine how the superseded data were derived.
 OK0133
 OK0133_MARKER: DB = BENCH MARK DISK
 OK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0133_STAMPING: A 110 1934
 OK0133_MARK LOGO: CGS
 OK0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0133+STABILITY: SURFACE MOTION
 OK0133
 OK0133  HISTORY     - Date     Condition        Report By
 OK0133  HISTORY     - 1934     MONUMENTED       CGS
 OK0133  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0133  HISTORY     - 19941024 MARK NOT FOUND   LOCENG
 OK0133
 OK0133                          STATION DESCRIPTION
 OK0133
 OK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0133'AT ST JOHNS.
 OK0133'AT SAINT JOHNS, CLINTON COUNTY, 87.5 YARDS EAST OF THE EAST END
 OK0133'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 62.5 YARDS WEST OF A
 OK0133'WATER TANK, 39 FEET EAST OF THE EAST END OF THE BRICK STATION
 OK0133'PLATFORM, 20 FEET SOUTH OF THE SOUTH RAIL, 7 FEET EAST OF A
 OK0133'POLE, AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OK0133'DISK, STAMPED A 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0133
 OK0133                          STATION RECOVERY (1964)
 OK0133
 OK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0133'MARK NOT FOUND.
 OK0133
 OK0133                          STATION RECOVERY (1994)
 OK0133
 OK0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0228 ***********************************************************************
 NF0228  DESIGNATION -  A 111
 NF0228  PID         -  NF0228
 NF0228  STATE/COUNTY-  MI/EATON
 NF0228  COUNTRY     -  US
 NF0228  USGS QUAD   -  OLIVET (2017)
 NF0228
 NF0228                         *CURRENT SURVEY CONTROL
 NF0228  ______________________________________________________________________
 NF0228* NAD 83(1986) POSITION- 42 28 49.     (N) 084 56 16.     (W)   SCALED
 NF0228* NAVD 88 ORTHO HEIGHT -   268.852 (meters)      882.06  (feet) ADJUSTED
 NF0228  ______________________________________________________________________
 NF0228  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 NF0228  DYNAMIC HEIGHT  -        268.766 (meters)      881.78  (feet) COMP
 NF0228  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 NF0228
 NF0228  VERT ORDER      -  SECOND    CLASS 0
 NF0228
 NF0228.The horizontal coordinates were scaled from a map and have
 NF0228.an estimated accuracy of +/- 6 seconds.
 NF0228
 NF0228.The orthometric height was determined by differential leveling and
 NF0228.adjusted by the NATIONAL GEODETIC SURVEY
 NF0228.in June 1991.
 NF0228
 NF0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0228.GEOID18 height accuracy estimate available here.
 NF0228
 NF0228.Click photographs - Photos may exist for this station.
 NF0228
 NF0228.The dynamic height is computed by dividing the NAVD 88
 NF0228.geopotential number by the normal gravity value computed on the
 NF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0228.degrees latitude (g = 980.6199 gals.).
 NF0228
 NF0228.The modeled gravity was interpolated from observed gravity values.
 NF0228
 NF0228;                    North         East    Units  Estimated Accuracy
 NF0228;SPC MI S     -   109,050.    3,953,040.      MT  (+/- 180 meters Scaled)
 NF0228
 NF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN695051(NAD 83)
 NF0228
 NF0228                          SUPERSEDED SURVEY CONTROL
 NF0228
 NF0228  NGVD 29 (??/??/92)  268.971  (m)          882.45   (f) ADJ UNCH    2 0
 NF0228
 NF0228.Superseded values are not recommended for survey control.
 NF0228
 NF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0228.See file dsdata.pdf to determine how the superseded data were derived.
 NF0228
 NF0228_MARKER: DB = BENCH MARK DISK
 NF0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0228_STAMPING: A 111 1934
 NF0228_MARK LOGO: CGS
 NF0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0228+STABILITY: SURFACE MOTION
 NF0228
 NF0228  HISTORY     - Date     Condition        Report By
 NF0228  HISTORY     - 1934     MONUMENTED       CGS
 NF0228  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0228
 NF0228                          STATION DESCRIPTION
 NF0228
 NF0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0228'AT OLIVET.
 NF0228'AT OLIVET, EATON COUNTY, 31 YARDS NORTH OF THE WEST CORNER OF
 NF0228'THE GRAND TRUNK WESTERN RAILROAD STATION, AT A ROAD CROSSING,
 NF0228'35 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0228'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 15
 NF0228'YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 NF0228'A STANDARD DISK, STAMPED A 111 1934 AND SET IN THE TOP OF A
 NF0228'CONCRETE POST.
 NF0228
 NF0228                          STATION RECOVERY (2001)
 NF0228
 NF0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0228'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0205 ***********************************************************************
 NF0205  CBN         -  This is a Cooperative Base Network Control Station.
 NF0205  DESIGNATION -  A 112
 NF0205  PID         -  NF0205
 NF0205  STATE/COUNTY-  MI/HILLSDALE
 NF0205  COUNTRY     -  US
 NF0205  USGS QUAD   -  MOSHERVILLE (2017)
 NF0205
 NF0205                         *CURRENT SURVEY CONTROL
 NF0205  ______________________________________________________________________
 NF0205* NAD 83(2011) POSITION- 42 00 42.77697(N) 084 43 44.00480(W)   ADJUSTED
 NF0205* NAD 83(2011) ELLIP HT-   283.644 (meters)        (06/27/12)   ADJUSTED
 NF0205* NAD 83(2011) EPOCH   -  2010.00
 NF0205* NAVD 88 ORTHO HEIGHT -   317.477 (meters)     1041.59  (feet) ADJUSTED
 NF0205  ______________________________________________________________________
 NF0205  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 NF0205  NAD 83(2011) X  -    436,037.903 (meters)                     COMP
 NF0205  NAD 83(2011) Y  - -4,726,254.964 (meters)                     COMP
 NF0205  NAD 83(2011) Z  -  4,246,774.407 (meters)                     COMP
 NF0205  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 NF0205  DYNAMIC HEIGHT  -        317.360 (meters)     1041.21  (feet) COMP
 NF0205  MODELED GRAVITY -    980,244.8   (mgal)                       NAVD 88
 NF0205  OBS GRAVITY     -    980,246.4   (mgal)                       GRAV_OBS
 NF0205
 NF0205  VERT ORDER      -  SECOND    CLASS 0
 NF0205
 NF0205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0205  Standards:
 NF0205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0205  -------------------------------------------------------------------
 NF0205  NETWORK    0.57   1.57           0.26   0.20   0.80     -0.04555192
 NF0205  -------------------------------------------------------------------
 NF0205  Click here for local accuracies and other accuracy information.
 NF0205
 NF0205.The horizontal coordinates were established by GPS observations
 NF0205.and adjusted by the National Geodetic Survey in June 2012.
 NF0205
 NF0205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0205.been affixed to the stable North American tectonic plate. See 
 NF0205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0205
 NF0205.The horizontal coordinates are valid at the epoch date displayed above
 NF0205.which is a decimal equivalence of Year/Month/Day.
 NF0205
 NF0205.The orthometric height was determined by differential leveling and
 NF0205.adjusted by the NATIONAL GEODETIC SURVEY
 NF0205.in June 1991.
 NF0205
 NF0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0205.GEOID18 height accuracy estimate available here.
 NF0205
 NF0205.Click photographs - Photos may exist for this station.
 NF0205
 NF0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0205
 NF0205.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0205
 NF0205.The ellipsoidal height was determined by GPS observations
 NF0205.and is referenced to NAD 83.
 NF0205
 NF0205.The dynamic height is computed by dividing the NAVD 88
 NF0205.geopotential number by the normal gravity value computed on the
 NF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0205.degrees latitude (g = 980.6199 gals.).
 NF0205
 NF0205.The modeled gravity was interpolated from observed gravity values.
 NF0205
 NF0205.The observed gravity was obtained from relative gravimeter ties
 NF0205.to the IGSN71 gravity network.
 NF0205
 NF0205. The following values were computed from the NAD 83(2011) position.
 NF0205
 NF0205;                    North         East     Units Scale Factor Converg.
 NF0205;SPC MI S     -    56,924.415 3,969,994.518   MT  1.00002203   -0 14 47.4
 NF0205;SPC MI S     -   186,759.89 13,024,916.40   iFT  1.00002203   -0 14 47.4
 NF0205;UTM  16      - 4,653,590.746   688,058.131   MT  1.00003519   +1 31 13.7
 NF0205
 NF0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0205!SPC MI S     -   0.99995551  x   1.00002203  =   0.99997754
 NF0205!UTM  16      -   0.99995551  x   1.00003519  =   0.99999070
 NF0205
 NF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8805853590(NAD 83)
 NF0205
 NF0205                          SUPERSEDED SURVEY CONTROL
 NF0205
 NF0205  NAD 83(2007)-  42 00 42.77715(N)    084 43 44.00569(W) AD(2002.00) 0
 NF0205  ELLIP H (02/10/07)  283.662  (m)                       GP(2002.00)    
 NF0205  ELLIP H (06/11/02)  283.673  (m)                       GP(       ) 4 1
 NF0205  NAD 83(1994)-  42 00 42.77681(N)    084 43 44.00587(W) AD(       ) B
 NF0205  ELLIP H (09/20/95)  283.701  (m)                       GP(       ) 1 2
 NF0205  NAVD 88             317.48   (m)         1041.6    (f) LEVELING    3  
 NF0205  NGVD 29 (??/??/92)  317.590  (m)         1041.96   (f) ADJ UNCH    2 0
 NF0205
 NF0205.Superseded values are not recommended for survey control.
 NF0205
 NF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0205.See file dsdata.pdf to determine how the superseded data were derived.
 NF0205
 NF0205_MARKER: DB = BENCH MARK DISK
 NF0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0205_STAMPING: A 112 1934
 NF0205_MARK LOGO: CGS
 NF0205_PROJECTION: PROJECTING 13 CENTIMETERS
 NF0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0205+STABILITY: SURFACE MOTION
 NF0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0205+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 NF0205
 NF0205  HISTORY     - Date     Condition        Report By
 NF0205  HISTORY     - 1934     MONUMENTED       CGS
 NF0205  HISTORY     - 19940322 GOOD             NGS
 NF0205  HISTORY     - 20000426 GOOD             WOOLPT
 NF0205  HISTORY     - 20010426 GOOD             MIDT
 NF0205  HISTORY     - 20060713 GOOD             ADVGEO
 NF0205  HISTORY     - 20170626 GOOD             MCA
 NF0205  HISTORY     - 20191122 GOOD             USPSQD
 NF0205  HISTORY     - 20200610 GOOD             MIDT
 NF0205  HISTORY     - 20210721 MARK NOT FOUND   MIDT
 NF0205
 NF0205                          STATION DESCRIPTION
 NF0205
 NF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0205'3.8 MI N FROM JONESVILLE.
 NF0205'3.8 MILES NORTH ALONG THE JACKSON DIVISION OF THE NEW YORK
 NF0205'CENTRAL RAILROAD FROM THE STATION AT JONESVILLE, HILLSDALE
 NF0205'COUNTY, 433 YARDS SOUTH OF MILEPOST J 4, AT A ROAD CROSSING,
 NF0205'40 YARDS SOUTH OF THE WEST RAIL AT THE CENTER OF THE CROSSING,
 NF0205'14 YARDS WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE TOP
 NF0205'OF THE RAIL.  A STANDARD DISK, STAMPED A 112 1934 AND SET IN
 NF0205'THE TOP OF A CONCRETE POST.
 NF0205
 NF0205                          STATION RECOVERY (1994)
 NF0205
 NF0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0205'STATION IS LOCATED IN QUAD 420843, ABOUT 3.8 MI (6.1 KM) NORTHWEST OF
 NF0205'JONESVILLE, 2 MI (3.2 KM) SOUTHEAST OF LITCHFIELD, IN THE NORTHWEST
 NF0205'1/4 OF SECTION 25, T6S, R3W, LITCHFIELD TOWNSHIP.  TO REACH FROM THE
 NF0205'JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY 99 IN JONESVILLE, GO
 NF0205'NORTHWESTERLY ON HIGHWAY 99 FOR 5.1 MI (8.2 KM) TO CRONK RD.  TURN
 NF0205'LEFT AND GO SOUTH ON CRONK ROAD FOR 1 MI (1.6 KM) TO STERLING ROAD.
 NF0205'CONTINUE SOUTH ON CRONK ROAD FOR 0.2 MI (0.3 KM) TO A RAILROAD
 NF0205'CROSSING AND THE STATION ON THE LEFT.  STATION PROJECTS ABOUT 13 CM
 NF0205'ABOVE GROUND.  LOCATED 116 FT (35.4 M) SOUTHEAST FROM THE JUNCTION OF
 NF0205'CRONK ROAD AND THE RAILROAD TRACK, 60 FT (18.3 M) SOUTH FROM A
 NF0205'RAILROAD CROSSING SIGN, 36 FT (11.0 M) SOUTH FROM THE SOUTH RAIL, 27
 NF0205'FT (8.2 M) EAST FROM THE CENTER OF CRONK RD, AND 10 FT (3.0 M) NORTH
 NF0205'FROM A UTILITY POLE.
 NF0205
 NF0205                          STATION RECOVERY (2000)
 NF0205
 NF0205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 NF0205'RECOVERED AS DESCRIBED.  NOTE-- NEW TIES WERE TAKEN.  THE STATION IS
 NF0205'18.252 M (59.882 FT) SOUTH 01 DEGREES EAST OF A RR CROSSING SIGN,
 NF0205'9.590 M (31.463 FT) SOUTH 57 DEGREES WEST OF THE SOUTHWEST RAIL, 8.200
 NF0205'M (26.903 FT) SOUTH 89 DEGREES EAST OF THE CENTERLINE OF CRONK ROAD,
 NF0205'AND 2.812 M (9.226 FT) NORTH 07 EAST OF A UTILITY POLE.
 NF0205
 NF0205                          STATION RECOVERY (2001)
 NF0205
 NF0205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (KHS)
 NF0205'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NF0205'TRANSPORTATION, (KHS)  IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NF0205'WITH G.P.S.
 NF0205'
 NF0205'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0205
 NF0205                          STATION RECOVERY (2006)
 NF0205
 NF0205'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 NF0205'RECOVERED IN GOOD CONDITION.
 NF0205
 NF0205                          STATION RECOVERY (2017)
 NF0205
 NF0205'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2017 (CCM)
 NF0205'RECOVERED IN GOOD CONDITION.
 NF0205
 NF0205                          STATION RECOVERY (2019)
 NF0205
 NF0205'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 NF0205'THE  MARK IS 0.5 FT (15 CM) EAST OF A WITNESS POST.
 NF0205
 NF0205                          STATION RECOVERY (2020)
 NF0205
 NF0205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 NF0205'RECOVERED IN GOOD CONDITION.
 NF0205
 NF0205                          STATION RECOVERY (2021)
 NF0205
 NF0205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 NF0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0332 ***********************************************************************
 NF0332  DESIGNATION -  A 115
 NF0332  PID         -  NF0332
 NF0332  STATE/COUNTY-  MI/KENT
 NF0332  COUNTRY     -  US
 NF0332  USGS QUAD   -  ALTO (2017)
 NF0332
 NF0332                         *CURRENT SURVEY CONTROL
 NF0332  ______________________________________________________________________
 NF0332* NAD 83(1986) POSITION- 42 51 18.     (N) 085 23 05.     (W)   SCALED
 NF0332* NAVD 88 ORTHO HEIGHT -   251.721 (meters)      825.85  (feet) POSTED
 NF0332  ______________________________________________________________________
 NF0332  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 NF0332  DYNAMIC HEIGHT  -        251.65  (meters)      825.6   (feet) COMP
 NF0332  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 NF0332
 NF0332  VERT ORDER      -  * POSTED, SEE BELOW
 NF0332
 NF0332.The horizontal coordinates were scaled from a map and have
 NF0332.an estimated accuracy of +/- 6 seconds.
 NF0332
 NF0332.The orthometric height was determined by differential leveling
 NF0332.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NF0332
 NF0332.* This is a POSTED BENCH MARK height.
 NF0332
 NF0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0332.GEOID18 height accuracy estimate available here.
 NF0332
 NF0332.Click photographs - Photos may exist for this station.
 NF0332
 NF0332.The dynamic height is computed by dividing the NAVD 88
 NF0332.geopotential number by the normal gravity value computed on the
 NF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0332.degrees latitude (g = 980.6199 gals.).
 NF0332
 NF0332.The modeled gravity was interpolated from observed gravity values.
 NF0332
 NF0332;                    North         East    Units  Estimated Accuracy
 NF0332;SPC MI S     -   151,010.    3,916,800.      MT  (+/- 180 meters Scaled)
 NF0332
 NF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN319459(NAD 83)
 NF0332
 NF0332                          SUPERSEDED SURVEY CONTROL
 NF0332
 NF0332  NGVD 29 (??/??/92)  251.85   (m)          826.3    (f) COMPUTED    2 0
 NF0332
 NF0332.Superseded values are not recommended for survey control.
 NF0332
 NF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0332.See file dsdata.pdf to determine how the superseded data were derived.
 NF0332
 NF0332_MARKER: DB = BENCH MARK DISK
 NF0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0332_STAMPING: A 115 1934
 NF0332_MARK LOGO: CGS
 NF0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0332+STABILITY: SURFACE MOTION
 NF0332
 NF0332  HISTORY     - Date     Condition        Report By
 NF0332  HISTORY     - 1934     MONUMENTED       CGS
 NF0332  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0332  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0332
 NF0332                          STATION DESCRIPTION
 NF0332
 NF0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0332'IN ALTO.
 NF0332'AT ALTO, KENT COUNTY, ON THE PERE MARQUETTE DISTRICT OF THE
 NF0332'CHESAPEAKE AND OHIO RAILWAY, AT THE EAST END OF THE STATION,
 NF0332'19 YARDS NORTH OF THE ALTO COOPERATIVE CREAMERY, IN THE SOUTHEAST
 NF0332'ANGLE OF A ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE
 NF0332'ROAD, 2.6 FEET NORTH OF A WIRE FENCE, AND 4 FEET LOWER THAN THE
 NF0332'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 115 1934 AND SET
 NF0332'IN THE TOP OF A CONCRETE POST.  NOTE-- IT SEEMS PROBABLE THAT HAS
 NF0332'BEEN DESTROYED BY GRADING IN THE VICINITY OR BY TRUCKING.
 NF0332
 NF0332                          STATION RECOVERY (1999)
 NF0332
 NF0332'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0355 ***********************************************************************
 MC0355  DESIGNATION -  A 115 X
 MC0355  PID         -  MC0355
 MC0355  STATE/COUNTY-  MI/MONROE
 MC0355  COUNTRY     -  US
 MC0355  USGS QUAD   -  STONY POINT (2017)
 MC0355
 MC0355                         *CURRENT SURVEY CONTROL
 MC0355  ______________________________________________________________________
 MC0355* NAD 83(1986) POSITION- 41 56 20.     (N) 083 21 26.     (W)   SCALED
 MC0355* NAVD 88 ORTHO HEIGHT -   179.621 (meters)      589.31  (feet) ADJUSTED
 MC0355  ______________________________________________________________________
 MC0355  GEOID HEIGHT    -        -35.211 (meters)                     GEOID18
 MC0355  DYNAMIC HEIGHT  -        179.557 (meters)      589.10  (feet) COMP
 MC0355  MODELED GRAVITY -    980,263.2   (mgal)                       NAVD 88
 MC0355
 MC0355  VERT ORDER      -  FIRST     CLASS I
 MC0355
 MC0355.The horizontal coordinates were scaled from a map and have
 MC0355.an estimated accuracy of +/- 6 seconds.
 MC0355
 MC0355.The orthometric height was determined by differential leveling and
 MC0355.adjusted by the NATIONAL GEODETIC SURVEY
 MC0355.in June 1991.
 MC0355
 MC0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0355.GEOID18 height accuracy estimate available here.
 MC0355
 MC0355.Click photographs - Photos may exist for this station.
 MC0355
 MC0355.The dynamic height is computed by dividing the NAVD 88
 MC0355.geopotential number by the normal gravity value computed on the
 MC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0355.degrees latitude (g = 980.6199 gals.).
 MC0355
 MC0355.The modeled gravity was interpolated from observed gravity values.
 MC0355
 MC0355;                    North         East    Units  Estimated Accuracy
 MC0355;SPC MI S     -    49,250.    4,083,720.      MT  (+/- 180 meters Scaled)
 MC0355
 MC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG045456(NAD 83)
 MC0355
 MC0355                          SUPERSEDED SURVEY CONTROL
 MC0355
 MC0355  NGVD 29 (??/??/92)  179.786  (m)          589.85   (f) ADJ UNCH    1 1
 MC0355
 MC0355.Superseded values are not recommended for survey control.
 MC0355
 MC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0355.See file dsdata.pdf to determine how the superseded data were derived.
 MC0355
 MC0355_MARKER: DB = BENCH MARK DISK
 MC0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0355_SP_SET: CULVERT HEADWALL
 MC0355_STAMPING: A 115 X 1934 589.743
 MC0355_MARK LOGO: CGS
 MC0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0355+STABILITY: SURFACE MOTION
 MC0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0355+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2020
 MC0355
 MC0355  HISTORY     - Date     Condition        Report By
 MC0355  HISTORY     - 1934     MONUMENTED       CGS
 MC0355  HISTORY     - 1968     GOOD             CGS
 MC0355  HISTORY     - 19920624 GOOD             LOCSUR
 MC0355  HISTORY     - 20130215 GOOD             SPICE
 MC0355  HISTORY     - 20200602 GOOD             MCA
 MC0355
 MC0355                          STATION DESCRIPTION
 MC0355
 MC0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0355'2 MI NE FROM MONROE.
 MC0355'ABOUT 2.0 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0355'RAILROAD FROM THE BRIDGE OVER THE BASIN RIVER AT MONROE, ABOUT
 MC0355'0.1 MILE SOUTHWEST OF MILEPOST 20, ABOUT 0.2 MILE NORTHEAST OF
 MC0355'I 75, ABOUT 4 RAILS SOUTHWEST OF THE CROSSING OF SANDY CREEK ROAD,
 MC0355'SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 MC0355'HEAD WALL OF A 5-FOOT PIPE CULVERT UNDER THE TRACKS, 14.9 FEET
 MC0355'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHBOUND TRACK, 1.7 FEET
 MC0355'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 3 FEET BELOW
 MC0355'THE LEVEL OF THE TRACK.
 MC0355
 MC0355                          STATION RECOVERY (1992)
 MC0355
 MC0355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 MC0355'RECOVERED IN GOOD CONDITION.  ADD-- 2 FEET (0.6 M) SOUTHWEST OF
 MC0355'NORTHWEST END OF NORTHWEST HEADWALL FOR CONCRETE CULVERT UNDER GRAND
 MC0355'TRUNK WESTERN RAILROAD (FORMERLY D.T. AND S. R. R.), 160 FEET
 MC0355'(48.8 M) SOUTHWEST OF CENTERLINE SANDY CREEK ROAD AND 16 FEET (4.9 M)
 MC0355'NORTHWEST OF OF CENTERLINE RAILROAD TRACKS.
 MC0355
 MC0355                          STATION RECOVERY (2013)
 MC0355
 MC0355'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (NGS)
 MC0355'RECOVERED IN GOOD CONDITION.
 MC0355
 MC0355                          STATION RECOVERY (2020)
 MC0355
 MC0355'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 MC0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0351 ***********************************************************************
 NF0351  DESIGNATION -  A 116
 NF0351  PID         -  NF0351
 NF0351  STATE/COUNTY-  MI/BARRY
 NF0351  COUNTRY     -  US
 NF0351  USGS QUAD   -  HASTINGS (2017)
 NF0351
 NF0351                         *CURRENT SURVEY CONTROL
 NF0351  ______________________________________________________________________
 NF0351* NAD 83(1986) POSITION- 42 38 55.20   (N) 085 17 03.93   (W)   HD_HELD1
 NF0351* NAVD 88 ORTHO HEIGHT -   240.718 (meters)      789.76  (feet) ADJUSTED
 NF0351  ______________________________________________________________________
 NF0351  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 NF0351  DYNAMIC HEIGHT  -        240.644 (meters)      789.51  (feet) COMP
 NF0351  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 NF0351
 NF0351  VERT ORDER      -  SECOND    CLASS I
 NF0351
 NF0351.The horizontal coordinates were determined by differentially corrected
 NF0351.hand held GPS observations or other comparable positioning techniques
 NF0351.and have an estimated accuracy of +/- 3 meters.
 NF0351
 NF0351.The orthometric height was determined by differential leveling and
 NF0351.adjusted by the NATIONAL GEODETIC SURVEY
 NF0351.in August 2013.
 NF0351
 NF0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0351.GEOID18 height accuracy estimate available here.
 NF0351
 NF0351.Click photographs - Photos may exist for this station.
 NF0351
 NF0351.The dynamic height is computed by dividing the NAVD 88
 NF0351.geopotential number by the normal gravity value computed on the
 NF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0351.degrees latitude (g = 980.6199 gals.).
 NF0351
 NF0351.The modeled gravity was interpolated from observed gravity values.
 NF0351
 NF0351;                    North         East    Units  Estimated Accuracy
 NF0351;SPC MI S     -   128,000.9   3,924,748.0     MT  (+/- 3 meters HH1 GPS) 
 NF0351
 NF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4062923227(NAD 83)
 NF0351
 NF0351                          SUPERSEDED SURVEY CONTROL
 NF0351
 NF0351  NAVD 88 (06/15/91)  240.776  (m)          789.95   (f) SUPERSEDED  2 0
 NF0351  NGVD 29 (??/??/92)  240.897  (m)          790.34   (f) ADJ UNCH    2 0
 NF0351
 NF0351.Superseded values are not recommended for survey control.
 NF0351
 NF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0351.See file dsdata.pdf to determine how the superseded data were derived.
 NF0351
 NF0351_MARKER: DB = BENCH MARK DISK
 NF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0351_STAMPING: A 116 790.464 1934
 NF0351_MARK LOGO: CGS
 NF0351_PROJECTION: PROJECTING 3 CENTIMETERS
 NF0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0351+STABILITY: SURFACE MOTION
 NF0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0351+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 NF0351
 NF0351  HISTORY     - Date     Condition        Report By
 NF0351  HISTORY     - 1934     MONUMENTED       CGS
 NF0351  HISTORY     - 1948     GOOD             CGS
 NF0351  HISTORY     - 1985     GOOD             USPSQD
 NF0351  HISTORY     - 1987     POOR             USPSQD
 NF0351  HISTORY     - 19940310 GOOD             MI-015
 NF0351  HISTORY     - 20050409 POOR             USPSQD
 NF0351  HISTORY     - 20050701 GOOD             MI-015
 NF0351  HISTORY     - 20250520 POOR             ROWEIN
 NF0351
 NF0351                          STATION DESCRIPTION
 NF0351
 NF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0351'AT HASTINGS.
 NF0351'AT HASTINGS, AT THE JUNCTION OF SOUTH BOLTWOOD AND EAST STATE
 NF0351'STREETS, SET IN THE SOUTHEAST ANGLE OF THE JUNCTION, 12 1/2
 NF0351'FEET EAST OF THE EAST RAIL OF A RAILROAD SPUR TRACK, 13 1/2
 NF0351'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING OCCUPIED
 NF0351'BY THE BARRY COUNTY ROAD COMMISSION, 3 FEET WEST-NORTHWEST OF A
 NF0351'FIRE PLUG, 3 FEET SOUTH OF THE SOUTH EDGE OF A SIDE WALK, AND
 NF0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2 INCHES.
 NF0351
 NF0351                          STATION RECOVERY (1985)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0351'RECOVERED IN GOOD CONDITION.
 NF0351
 NF0351                          STATION RECOVERY (1987)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0351'MARK RECOVERED IN POOR CONDITION.
 NF0351
 NF0351                          STATION RECOVERY (1994)
 NF0351
 NF0351'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0351'RAILROAD TRACK SPUR HAS BEEN REMOVED REFERENCE TO BUILDING NOW READ
 NF0351'13.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CITY OF HASTINGS
 NF0351'PUBLIC SERVICES BUILDING CONCRETE AROUND DISK SHOWS SOME SPALLING, BUT
 NF0351'DISK APPEARS TO BE UNDISTURBED.  MARGINALLY SUITED FOR GPS LOCATED IN
 NF0351'THE NORTHEAST 1/4 OF SECTION 17, HASTINGS TOWNSHIP
 NF0351
 NF0351                          STATION RECOVERY (2005)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0351'MARK RECOVERED IN POOR CONDITION.
 NF0351
 NF0351                          STATION RECOVERY (2005)
 NF0351
 NF0351'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2005 (BLR)
 NF0351'RECOVERED AS DESCRIBED.
 NF0351
 NF0351                          STATION RECOVERY (2025)
 NF0351
 NF0351'RECOVERY NOTE BY ROWE INCORPORATED 2025 (SJS)
 NF0351'FOUND PER DATA SHEET, CAP IS DAMAGED BUT MONUMENT IS STILL IN GOOD
 NF0351'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0585 ***********************************************************************
 NF0585  DESIGNATION -  A 117
 NF0585  PID         -  NF0585
 NF0585  STATE/COUNTY-  MI/VAN BUREN
 NF0585  COUNTRY     -  US
 NF0585  USGS QUAD   -  GOBLES WEST (2017)
 NF0585
 NF0585                         *CURRENT SURVEY CONTROL
 NF0585  ______________________________________________________________________
 NF0585* NAD 83(1986) POSITION- 42 22 24.     (N) 085 55 08.     (W)   SCALED
 NF0585* NAVD 88 ORTHO HEIGHT -   233.469 (meters)      765.97  (feet) ADJUSTED
 NF0585  ______________________________________________________________________
 NF0585  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 NF0585  DYNAMIC HEIGHT  -        233.404 (meters)      765.76  (feet) COMP
 NF0585  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 NF0585
 NF0585  VERT ORDER      -  FIRST     CLASS II
 NF0585
 NF0585.The horizontal coordinates were scaled from a map and have
 NF0585.an estimated accuracy of +/- 6 seconds.
 NF0585
 NF0585.The orthometric height was determined by differential leveling and
 NF0585.adjusted by the NATIONAL GEODETIC SURVEY
 NF0585.in June 1991.
 NF0585
 NF0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0585.GEOID18 height accuracy estimate available here.
 NF0585
 NF0585.Click photographs - Photos may exist for this station.
 NF0585
 NF0585.The dynamic height is computed by dividing the NAVD 88
 NF0585.geopotential number by the normal gravity value computed on the
 NF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0585.degrees latitude (g = 980.6199 gals.).
 NF0585
 NF0585.The modeled gravity was interpolated from observed gravity values.
 NF0585
 NF0585;                    North         East    Units  Estimated Accuracy
 NF0585;SPC MI S     -    98,190.    3,872,170.      MT  (+/- 180 meters Scaled)
 NF0585
 NF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM890917(NAD 83)
 NF0585
 NF0585                          SUPERSEDED SURVEY CONTROL
 NF0585
 NF0585  NGVD 29 (01/19/93)  233.606  (m)          766.42   (f) ADJUSTED    1 2
 NF0585  NGVD 29 (??/??/92)  233.606  (m)          766.42   (f) SUPERSEDED  1 2
 NF0585
 NF0585.Superseded values are not recommended for survey control.
 NF0585
 NF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0585.See file dsdata.pdf to determine how the superseded data were derived.
 NF0585
 NF0585_MARKER: DB = BENCH MARK DISK
 NF0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0585_STAMPING: A 117 1934 766.304
 NF0585_MARK LOGO: CGS
 NF0585_PROJECTION: PROJECTING 20 CENTIMETERS
 NF0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0585+STABILITY: SURFACE MOTION
 NF0585
 NF0585  HISTORY     - Date     Condition        Report By
 NF0585  HISTORY     - 1934     MONUMENTED       CGS
 NF0585  HISTORY     - 1948     GOOD             CGS
 NF0585  HISTORY     - 1977     GOOD             MIDH
 NF0585  HISTORY     - 1984     GOOD             NGS
 NF0585  HISTORY     - 1989     GOOD             USPSQD
 NF0585
 NF0585                          STATION DESCRIPTION
 NF0585
 NF0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0585'2.2 MI NW FROM GOBLES.
 NF0585'2.2 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0585'THE STATION AT GOBLES, AT THE CROSSING OF BLACK TOP ROAD
 NF0585'(COUNTY ROAD NO. 388), 35 FEET WEST OF THE CENTER LINE OF THE
 NF0585'ROAD, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET NORTHEAST
 NF0585'OF THE R/W FENCE, 52.8 FEET WEST AND ACROSS THE ROAD FROM A
 NF0585'CROSSING WARNING SIGN, 2 FEET SOUTHEAST OF A WHITE WOODEN
 NF0585'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK AND SET IN THE TOP
 NF0585'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0585
 NF0585                          STATION RECOVERY (1977)
 NF0585
 NF0585'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0585'RECOVERED IN GOOD CONDITION.
 NF0585
 NF0585                          STATION RECOVERY (1984)
 NF0585
 NF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0585'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0
 NF0585'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY
 NF0585'40 IN GOBLES, AT THE NORTHEAST CORNER OF A PASTURE, 10.7 M (35.1 FT)
 NF0585'WEST OF THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF A
 NF0585'FENCE, AND 0.5 M (1.6 FT) EAST OF A FENCE CORNER.
 NF0585'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NF0585'THE MARK IS 0.2 M BELOW THE ROAD.
 NF0585
 NF0585                          STATION RECOVERY (1989)
 NF0585
 NF0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBO)
 NF0585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0103 ***********************************************************************
 NG0103  DESIGNATION -  A 118
 NG0103  PID         -  NG0103
 NG0103  STATE/COUNTY-  MI/BERRIEN
 NG0103  COUNTRY     -  US
 NG0103  USGS QUAD   -  STEVENSVILLE (2017)
 NG0103
 NG0103                         *CURRENT SURVEY CONTROL
 NG0103  ______________________________________________________________________
 NG0103* NAD 83(1986) POSITION- 42 00 51.     (N) 086 31 13.     (W)   SCALED
 NG0103* NAVD 88 ORTHO HEIGHT -   193.322 (meters)      634.26  (feet) ADJUSTED
 NG0103  ______________________________________________________________________
 NG0103  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 NG0103  DYNAMIC HEIGHT  -        193.256 (meters)      634.04  (feet) COMP
 NG0103  MODELED GRAVITY -    980,277.3   (mgal)                       NAVD 88
 NG0103
 NG0103  VERT ORDER      -  FIRST     CLASS II
 NG0103
 NG0103.The horizontal coordinates were scaled from a map and have
 NG0103.an estimated accuracy of +/- 6 seconds.
 NG0103
 NG0103.The orthometric height was determined by differential leveling and
 NG0103.adjusted by the NATIONAL GEODETIC SURVEY
 NG0103.in June 1991.
 NG0103
 NG0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0103.GEOID18 height accuracy estimate available here.
 NG0103
 NG0103.Click photographs - Photos may exist for this station.
 NG0103
 NG0103.The dynamic height is computed by dividing the NAVD 88
 NG0103.geopotential number by the normal gravity value computed on the
 NG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0103.degrees latitude (g = 980.6199 gals.).
 NG0103
 NG0103.The modeled gravity was interpolated from observed gravity values.
 NG0103
 NG0103;                    North         East    Units  Estimated Accuracy
 NG0103;SPC MI S     -    59,400.    3,821,630.      MT  (+/- 180 meters Scaled)
 NG0103
 NG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM397514(NAD 83)
 NG0103
 NG0103                          SUPERSEDED SURVEY CONTROL
 NG0103
 NG0103  NGVD 29 (01/19/93)  193.459  (m)          634.71   (f) ADJUSTED    1 2
 NG0103  NGVD 29 (??/??/92)  193.459  (m)          634.71   (f) SUPERSEDED  1 2
 NG0103
 NG0103.Superseded values are not recommended for survey control.
 NG0103
 NG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0103.See file dsdata.pdf to determine how the superseded data were derived.
 NG0103
 NG0103_MARKER: DB = BENCH MARK DISK
 NG0103_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NG0103_STAMPING: A 118 1934
 NG0103_MARK LOGO: CGS
 NG0103_PROJECTION: FLUSH
 NG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0103
 NG0103  HISTORY     - Date     Condition        Report By
 NG0103  HISTORY     - 1934     MONUMENTED       CGS
 NG0103  HISTORY     - 1985     GOOD             NGS
 NG0103
 NG0103                          STATION DESCRIPTION
 NG0103
 NG0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0103'AT STEVENSVILLE.
 NG0103'AT STEVENSVILLE, BERRIEN COUNTY, 40 YARDS NORTHWEST OF THE PERE
 NG0103'MARQUETTE RAILWAY STATION, 12 YARDS WEST OF THE WEST RAIL OF THE
 NG0103'MAIN TRACK, 5 YARDS EAST OF THE CENTERLINE OF A ROAD LEADING
 NG0103'TO THE GARAGE OF F.L. MEILKE, AND 4 YARDS SOUTHWEST OF THE SOUTH
 NG0103'END OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED A 118 1934
 NG0103'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NG0103'ABOVE GROUND.
 NG0103
 NG0103                          STATION RECOVERY (1985)
 NG0103
 NG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0103'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 NG0103'STEVENSVILLE, AT THE INTERSECTION OF JOHN BEERS ROAD AND THE
 NG0103'CHESAPEAKE AND OHIO RAILROAD, 12.0 M (39.4 FT) NORTHWEST OF THE NEAR
 NG0103'RAIL, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.1 M (23.3
 NG0103'FT) NORTHEAST OF UTILITY POLE NUMBER B 312 429, 6.1 M (20.0 FT)
 NG0103'SOUTHWEST OF UTILITY POLE NUMBER B 247 99, AND 4.8 M (15.7 FT)
 NG0103'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH.  NOTE--PART OF
 NG0103'THE DISK HAS BEEN BROKEN OFF BUT THE MONUMENT IS STILL SOLID IN PLACE.
 NG0103'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 NG0103'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1017 ***********************************************************************
 RL1017  DESIGNATION -  A 120
 RL1017  PID         -  RL1017
 RL1017  STATE/COUNTY-  MI/GOGEBIC
 RL1017  COUNTRY     -  US
 RL1017  USGS QUAD   -  IMP LAKE (2017)
 RL1017
 RL1017                         *CURRENT SURVEY CONTROL
 RL1017  ______________________________________________________________________
 RL1017* NAD 83(1986) POSITION- 46 11 07.     (N) 089 05 29.     (W)   SCALED
 RL1017* NAVD 88 ORTHO HEIGHT -   522.171 (meters)     1713.16  (feet) ADJUSTED
 RL1017  ______________________________________________________________________
 RL1017  GEOID HEIGHT    -        -31.423 (meters)                     GEOID18
 RL1017  DYNAMIC HEIGHT  -        522.176 (meters)     1713.17  (feet) COMP
 RL1017  MODELED GRAVITY -    980,606.8   (mgal)                       NAVD 88
 RL1017
 RL1017  VERT ORDER      -  SECOND    CLASS 0
 RL1017
 RL1017.The horizontal coordinates were scaled from a map and have
 RL1017.an estimated accuracy of +/- 6 seconds.
 RL1017
 RL1017.The orthometric height was determined by differential leveling and
 RL1017.adjusted by the NATIONAL GEODETIC SURVEY
 RL1017.in June 1991.
 RL1017
 RL1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1017.GEOID18 height accuracy estimate available here.
 RL1017
 RL1017.Click photographs - Photos may exist for this station.
 RL1017
 RL1017.The dynamic height is computed by dividing the NAVD 88
 RL1017.geopotential number by the normal gravity value computed on the
 RL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1017.degrees latitude (g = 980.6199 gals.).
 RL1017
 RL1017.The modeled gravity was interpolated from observed gravity values.
 RL1017
 RL1017;                    North         East    Units  Estimated Accuracy
 RL1017;SPC MI N     -   157,950.    7,838,570.      MT  (+/- 180 meters Scaled)
 RL1017
 RL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS386167(NAD 83)
 RL1017
 RL1017                          SUPERSEDED SURVEY CONTROL
 RL1017
 RL1017  NGVD 29 (??/??/92)  522.189  (m)         1713.22   (f) ADJ UNCH    2 0
 RL1017
 RL1017.Superseded values are not recommended for survey control.
 RL1017
 RL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1017.See file dsdata.pdf to determine how the superseded data were derived.
 RL1017
 RL1017_MARKER: DB = BENCH MARK DISK
 RL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1017_STAMPING: A 120 1948
 RL1017_MARK LOGO: CGS
 RL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1017+STABILITY: SURFACE MOTION
 RL1017
 RL1017  HISTORY     - Date     Condition        Report By
 RL1017  HISTORY     - 1948     MONUMENTED       CGS
 RL1017  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1017
 RL1017                          STATION DESCRIPTION
 RL1017
 RL1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1017'7 MI NE FROM LAND O LAKES.
 RL1017'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1017'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1017'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD LEADING TO LAC VIEUX
 RL1017'DESERT, THENCE ABOUT 0.85 MILE NORTH A ROAD LEADING TO U.S.
 RL1017'HIGHWAY 2, 682 FEET NORTH-NORTHEAST OF AN 18-INCH CORRUGATED
 RL1017'PIPE CULVERT, 20 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 RL1017'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1017'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1017'5 INCHES.
 RL1017
 RL1017                          STATION RECOVERY (2005)
 RL1017
 RL1017'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1017'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0438 ***********************************************************************
 RL0438  DESIGNATION -  A 121
 RL0438  PID         -  RL0438
 RL0438  STATE/COUNTY-  MI/IRON
 RL0438  COUNTRY     -  US
 RL0438  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0438
 RL0438                         *CURRENT SURVEY CONTROL
 RL0438  ______________________________________________________________________
 RL0438* NAD 83(1986) POSITION- 46 07 57.1    (N) 088 56 24.1    (W)   HD_HELD2
 RL0438* NAVD 88 ORTHO HEIGHT -   533.127 (meters)     1749.10  (feet) ADJUSTED
 RL0438  ______________________________________________________________________
 RL0438  GEOID HEIGHT    -        -31.582 (meters)                     GEOID18
 RL0438  DYNAMIC HEIGHT  -        533.132 (meters)     1749.12  (feet) COMP
 RL0438  MODELED GRAVITY -    980,607.5   (mgal)                       NAVD 88
 RL0438
 RL0438  VERT ORDER      -  SECOND    CLASS 0
 RL0438
 RL0438.The horizontal coordinates were established by autonomous hand held GPS
 RL0438.observations and have an estimated accuracy of +/- 10 meters.
 RL0438
 RL0438.The orthometric height was determined by differential leveling and
 RL0438.adjusted by the NATIONAL GEODETIC SURVEY
 RL0438.in June 1991.
 RL0438
 RL0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0438.GEOID18 height accuracy estimate available here.
 RL0438
 RL0438.Click photographs - Photos may exist for this station.
 RL0438
 RL0438.The dynamic height is computed by dividing the NAVD 88
 RL0438.geopotential number by the normal gravity value computed on the
 RL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0438.degrees latitude (g = 980.6199 gals.).
 RL0438
 RL0438.The modeled gravity was interpolated from observed gravity values.
 RL0438
 RL0438;                    North         East    Units  Estimated Accuracy
 RL0438;SPC MI N     -   151,789.    7,850,107.      MT  (+/- 10 meters HH2 GPS)
 RL0438
 RL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5013910601(NAD 83)
 RL0438
 RL0438                          SUPERSEDED SURVEY CONTROL
 RL0438
 RL0438  NGVD 29 (??/??/92)  533.142  (m)         1749.15   (f) ADJ UNCH    2 0
 RL0438
 RL0438.Superseded values are not recommended for survey control.
 RL0438
 RL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0438.See file dsdata.pdf to determine how the superseded data were derived.
 RL0438
 RL0438_MARKER: DB = BENCH MARK DISK
 RL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0438_STAMPING: A 121 1948
 RL0438_MARK LOGO: CGS
 RL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0438+STABILITY: SURFACE MOTION
 RL0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0438+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 RL0438
 RL0438  HISTORY     - Date     Condition        Report By
 RL0438  HISTORY     - 1948     MONUMENTED       CGS
 RL0438  HISTORY     - 20050428 GOOD             GEOCAC
 RL0438
 RL0438                          STATION DESCRIPTION
 RL0438
 RL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0438'10.8 MI NE FROM PHELPS.
 RL0438'2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE
 RL0438'BANK BUILDING AT PHELPS, THENCE ABOUT 8.15 MILES NORTH AND
 RL0438'NORTHEAST ALONG A GRAVEL ROAD, 81 FEET WEST OF THE TOP OF A
 RL0438'GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.5 FEET
 RL0438'WEST OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE, 2 FEET NORTHEAST
 RL0438'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN
 RL0438'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0438
 RL0438                          STATION RECOVERY (2005)
 RL0438
 RL0438'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1008 ***********************************************************************
 RL1008  DESIGNATION -  A 122
 RL1008  PID         -  RL1008
 RL1008  STATE/COUNTY-  MI/ONTONAGON
 RL1008  COUNTRY     -  US
 RL1008  USGS QUAD   -  FULLER (2017)
 RL1008
 RL1008                         *CURRENT SURVEY CONTROL
 RL1008  ______________________________________________________________________
 RL1008* NAD 83(1986) POSITION- 46 20 16.8    (N) 089 02 00.0    (W)   HD_HELD2
 RL1008* NAVD 88 ORTHO HEIGHT -   491.085 (meters)     1611.17  (feet) ADJUSTED
 RL1008  ______________________________________________________________________
 RL1008  GEOID HEIGHT    -        -31.640 (meters)                     GEOID18
 RL1008  DYNAMIC HEIGHT  -        491.096 (meters)     1611.20  (feet) COMP
 RL1008  MODELED GRAVITY -    980,621.1   (mgal)                       NAVD 88
 RL1008
 RL1008  VERT ORDER      -  SECOND    CLASS 0
 RL1008
 RL1008.The horizontal coordinates were established by autonomous hand held GPS
 RL1008.observations and have an estimated accuracy of +/- 10 meters.
 RL1008
 RL1008.The orthometric height was determined by differential leveling and
 RL1008.adjusted by the NATIONAL GEODETIC SURVEY
 RL1008.in June 1991.
 RL1008
 RL1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1008.GEOID18 height accuracy estimate available here.
 RL1008
 RL1008.Click photographs - Photos may exist for this station.
 RL1008
 RL1008.The dynamic height is computed by dividing the NAVD 88
 RL1008.geopotential number by the normal gravity value computed on the
 RL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1008.degrees latitude (g = 980.6199 gals.).
 RL1008
 RL1008.The modeled gravity was interpolated from observed gravity values.
 RL1008
 RL1008;                    North         East    Units  Estimated Accuracy
 RL1008;SPC MI N     -   174,800.    7,843,485.      MT  (+/- 10 meters HH2 GPS)
 RL1008
 RL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4351733611(NAD 83)
 RL1008
 RL1008                          SUPERSEDED SURVEY CONTROL
 RL1008
 RL1008  NGVD 29 (??/??/92)  491.104  (m)         1611.23   (f) ADJ UNCH    2 0
 RL1008
 RL1008.Superseded values are not recommended for survey control.
 RL1008
 RL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1008.See file dsdata.pdf to determine how the superseded data were derived.
 RL1008
 RL1008_MARKER: DB = BENCH MARK DISK
 RL1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1008_STAMPING: A 122 1948
 RL1008_MARK LOGO: CGS
 RL1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1008+STABILITY: SURFACE MOTION
 RL1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1008+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1008
 RL1008  HISTORY     - Date     Condition        Report By
 RL1008  HISTORY     - 1948     MONUMENTED       CGS
 RL1008  HISTORY     - 20040720 GOOD             GEOCAC
 RL1008
 RL1008                          STATION DESCRIPTION
 RL1008
 RL1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1008'10.6 MI NE FROM WATERSMEET.
 RL1008'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1008'FROM THE STATION AT WATERSMEET, THENCE ABOUT 3.95 MILES NORTH
 RL1008'ALONG TROUT CREEK ROAD, ABOUT 1.15 MILES NORTH OF THE BRIDGE
 RL1008'OVER MC GINTY CREEK, ABOUT 0.3 MILE NORTH OF THE
 RL1008'ONTONAGON-GOGEBIC COUNTY LINE, ABOUT 0.6 MILE SOUTHWEST OF THE
 RL1008'JUNCTION OF A ROAD SOUTHEAST, AT THE SOUTH END OF A CUT AND THE
 RL1008'NORTH END OF A SHORT FILL, 22 FEET EAST OF THE CENTER LINE OF THE
 RL1008'ROAD, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1008'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1008'4 INCHES.
 RL1008
 RL1008                          STATION RECOVERY (2004)
 RL1008
 RL1008'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1008'NOTE--EAST SIDE OF ROAD FROM A BERMED TRAIL WEST, 4 FT EAST OF MWP AND
 RL1008'FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1059 ***********************************************************************
 RL1059  DESIGNATION -  A 123
 RL1059  PID         -  RL1059
 RL1059  STATE/COUNTY-  MI/ONTONAGON
 RL1059  COUNTRY     -  US
 RL1059  USGS QUAD   -  TROUT CREEK (2017)
 RL1059
 RL1059                         *CURRENT SURVEY CONTROL
 RL1059  ______________________________________________________________________
 RL1059* NAD 83(1986) POSITION- 46 27 51.     (N) 089 01 58.     (W)   SCALED
 RL1059* NAVD 88 ORTHO HEIGHT -   380.939 (meters)     1249.80  (feet) ADJUSTED
 RL1059  ______________________________________________________________________
 RL1059  GEOID HEIGHT    -        -32.055 (meters)                     GEOID18
 RL1059  DYNAMIC HEIGHT  -        380.949 (meters)     1249.83  (feet) COMP
 RL1059  MODELED GRAVITY -    980,629.2   (mgal)                       NAVD 88
 RL1059
 RL1059  VERT ORDER      -  SECOND    CLASS 0
 RL1059
 RL1059.The horizontal coordinates were scaled from a map and have
 RL1059.an estimated accuracy of +/- 6 seconds.
 RL1059
 RL1059.The orthometric height was determined by differential leveling and
 RL1059.adjusted by the NATIONAL GEODETIC SURVEY
 RL1059.in June 1991.
 RL1059
 RL1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1059.GEOID18 height accuracy estimate available here.
 RL1059
 RL1059.Click photographs - Photos may exist for this station.
 RL1059
 RL1059.The dynamic height is computed by dividing the NAVD 88
 RL1059.geopotential number by the normal gravity value computed on the
 RL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1059.degrees latitude (g = 980.6199 gals.).
 RL1059
 RL1059.The modeled gravity was interpolated from observed gravity values.
 RL1059
 RL1059;                    North         East    Units  Estimated Accuracy
 RL1059;SPC MI N     -   188,820.    7,843,890.      MT  (+/- 180 meters Scaled)
 RL1059
 RL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS439476(NAD 83)
 RL1059
 RL1059                          SUPERSEDED SURVEY CONTROL
 RL1059
 RL1059  NGVD 29 (??/??/92)  380.958  (m)         1249.86   (f) ADJ UNCH    2 0
 RL1059
 RL1059.Superseded values are not recommended for survey control.
 RL1059
 RL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1059.See file dsdata.pdf to determine how the superseded data were derived.
 RL1059
 RL1059_MARKER: DB = BENCH MARK DISK
 RL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1059_STAMPING: A 123 1948
 RL1059_MARK LOGO: CGS
 RL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1059+STABILITY: SURFACE MOTION
 RL1059
 RL1059  HISTORY     - Date     Condition        Report By
 RL1059  HISTORY     - 1948     MONUMENTED       CGS
 RL1059  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1059  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1059
 RL1059                          STATION DESCRIPTION
 RL1059
 RL1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1059'2 MI SW FROM TROUT CREEK.
 RL1059'ABOUT 1.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1059'RAILWAY FROM THE STATION AT TROUT CREEK, THENCE ABOUT 1.0 MILE
 RL1059'SOUTH ALONG THE CALDERWOOD ROAD, 338 FEET NORTH OF THE CENTER
 RL1059'OF A CROSS ROAD AND A TURN IN THE CALDERWOOD ROAD WITH TANGENTS
 RL1059'NORTH AND WEST, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1059'39 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE,
 RL1059'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1059'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL1059'INCHES.
 RL1059
 RL1059                          STATION RECOVERY (1978)
 RL1059
 RL1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1059'MARK NOT FOUND.
 RL1059
 RL1059                          STATION RECOVERY (1985)
 RL1059
 RL1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0457 ***********************************************************************
 RL0457  DESIGNATION -  A 124
 RL0457  PID         -  RL0457
 RL0457  STATE/COUNTY-  MI/IRON
 RL0457  COUNTRY     -  US
 RL0457  USGS QUAD   -  IRON RIVER (2017)
 RL0457
 RL0457                         *CURRENT SURVEY CONTROL
 RL0457  ______________________________________________________________________
 RL0457* NAD 83(2011) POSITION- 46 03 33.08060(N) 088 44 08.46098(W)   ADJUSTED
 RL0457* NAD 83(2011) ELLIP HT-   460.751 (meters)        (06/27/12)   ADJUSTED
 RL0457* NAD 83(2011) EPOCH   -  2010.00
 RL0457* NAVD 88 ORTHO HEIGHT -   492.751 (meters)     1616.63  (feet) ADJUSTED
 RL0457  ______________________________________________________________________
 RL0457  GEOID HEIGHT    -        -32.026 (meters)                     GEOID18
 RL0457  NAD 83(2011) X  -     97,832.752 (meters)                     COMP
 RL0457  NAD 83(2011) Y  - -4,432,825.493 (meters)                     COMP
 RL0457  NAD 83(2011) Z  -  4,570,147.003 (meters)                     COMP
 RL0457  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 RL0457  DYNAMIC HEIGHT  -        492.758 (meters)     1616.66  (feet) COMP
 RL0457  MODELED GRAVITY -    980,613.5   (mgal)                       NAVD 88
 RL0457
 RL0457  VERT ORDER      -  SECOND    CLASS 0
 RL0457
 RL0457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0457  Standards:
 RL0457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0457  -------------------------------------------------------------------
 RL0457  NETWORK    0.64   1.49           0.28   0.24   0.76     -0.08712654
 RL0457  -------------------------------------------------------------------
 RL0457  Click here for local accuracies and other accuracy information.
 RL0457
 RL0457.The horizontal coordinates were established by GPS observations
 RL0457.and adjusted by the National Geodetic Survey in June 2012.
 RL0457
 RL0457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0457.been affixed to the stable North American tectonic plate. See 
 RL0457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0457
 RL0457.The horizontal coordinates are valid at the epoch date displayed above
 RL0457.which is a decimal equivalence of Year/Month/Day.
 RL0457
 RL0457.The orthometric height was determined by differential leveling and
 RL0457.adjusted by the NATIONAL GEODETIC SURVEY
 RL0457.in June 1991.
 RL0457
 RL0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0457.GEOID18 height accuracy estimate available here.
 RL0457
 RL0457.Click photographs - Photos may exist for this station.
 RL0457
 RL0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0457
 RL0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0457
 RL0457.The ellipsoidal height was determined by GPS observations
 RL0457.and is referenced to NAD 83.
 RL0457
 RL0457.The dynamic height is computed by dividing the NAVD 88
 RL0457.geopotential number by the normal gravity value computed on the
 RL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0457.degrees latitude (g = 980.6199 gals.).
 RL0457
 RL0457.The modeled gravity was interpolated from observed gravity values.
 RL0457
 RL0457. The following values were computed from the NAD 83(2011) position.
 RL0457
 RL0457;                    North         East     Units Scale Factor Converg.
 RL0457;SPC MI N     -   143,273.904 7,865,714.397   MT  0.99991059   -1 15 16.3
 RL0457;SPC MI N     -   470,058.74 25,806,149.60   iFT  0.99991059   -1 15 16.3
 RL0457;UTM  16      - 5,102,088.295   365,746.110   MT  0.99982158   -1 14 59.9
 RL0457
 RL0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0457!SPC MI N     -   0.99992777  x   0.99991059  =   0.99983837
 RL0457!UTM  16      -   0.99992777  x   0.99982158  =   0.99974937
 RL0457
 RL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6574602088(NAD 83)
 RL0457
 RL0457                          SUPERSEDED SURVEY CONTROL
 RL0457
 RL0457  NAD 83(2007)-  46 03 33.08067(N)    088 44 08.46143(W) AD(2002.00) B
 RL0457  ELLIP H (02/24/11)  460.767  (m)                       GP(2002.00) 3 2
 RL0457  NAVD 88             492.75   (m)         1616.6    (f) LEVELING    3  
 RL0457  NGVD 29 (??/??/92)  492.752  (m)         1616.64   (f) ADJ UNCH    2 0
 RL0457
 RL0457.Superseded values are not recommended for survey control.
 RL0457
 RL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0457.See file dsdata.pdf to determine how the superseded data were derived.
 RL0457
 RL0457_MARKER: DB = BENCH MARK DISK
 RL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0457_STAMPING: A 124 1948
 RL0457_MARK LOGO: CGS
 RL0457_PROJECTION: PROJECTING 1 CENTIMETERS
 RL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0457+STABILITY: SURFACE MOTION
 RL0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0457+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2021
 RL0457
 RL0457  HISTORY     - Date     Condition        Report By
 RL0457  HISTORY     - 1948     MONUMENTED       CGS
 RL0457  HISTORY     - 20000309 GOOD             MIDT
 RL0457  HISTORY     - 20020619 GOOD             USPSQD
 RL0457  HISTORY     - 20060803 GOOD             USPSQD
 RL0457  HISTORY     - 20090609 GOOD             MIDT
 RL0457  HISTORY     - 20210627 GOOD             MIDT
 RL0457
 RL0457                          STATION DESCRIPTION
 RL0457
 RL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0457'5.3 MI SW FROM IRON RIVER.
 RL0457'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0457'IRON RIVER, THENCE ABOUT 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 RL0457'73, AT AN S CURVE IN THE HIGHWAY AND AT THE CROSSING OF A POWER
 RL0457'LINE, 91 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD
 RL0457'LEADING WEST TO A FARM, 34 FEET SOUTHEAST OF THE CENTER LINE OF
 RL0457'THE ROAD, 37 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 8184, 2
 RL0457'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0457'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0457
 RL0457                          STATION RECOVERY (2000)
 RL0457
 RL0457'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0457'US-2, 4 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON LEFT. 82
 RL0457'FT -SW- OF RESIDENCE DRIVE -W-, 37.5 FT -SW- OF UTILITY POLE AND POWER
 RL0457'LINE CROSSING M-73, 33 FT -SE- OF THE C/L M-73, 16 FT -SW- OF SIGN
 RL0457'--PASS WITH CARE--, 1 -N- OF WITNESS POST, 1 FT BELOW LEVEL WITH
 RL0457'HIGHWAY.
 RL0457
 RL0457                          STATION RECOVERY (2002)
 RL0457
 RL0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0457'RECOVERED IN GOOD CONDITION.
 RL0457
 RL0457                          STATION RECOVERY (2006)
 RL0457
 RL0457'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0457'RECOVERED IN GOOD CONDITION.
 RL0457
 RL0457                          STATION RECOVERY (2009)
 RL0457
 RL0457'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0457'RECOVERED AS DESCRIBED.
 RL0457
 RL0457                          STATION RECOVERY (2021)
 RL0457
 RL0457'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0336 ***********************************************************************
 RL0336  DESIGNATION -  A 125
 RL0336  PID         -  RL0336
 RL0336  STATE/COUNTY-  MI/IRON
 RL0336  COUNTRY     -  US
 RL0336  USGS QUAD   -  LAKE MITIGWAKI (2017)
 RL0336
 RL0336                         *CURRENT SURVEY CONTROL
 RL0336  ______________________________________________________________________
 RL0336* NAD 83(1986) POSITION- 46 17 07.55   (N) 088 53 21.90   (W)   HD_HELD1
 RL0336* NAVD 88 ORTHO HEIGHT -   491.943 (meters)     1613.98  (feet) ADJUSTED
 RL0336  ______________________________________________________________________
 RL0336  GEOID HEIGHT    -        -31.753 (meters)                     GEOID18
 RL0336  DYNAMIC HEIGHT  -        491.951 (meters)     1614.01  (feet) COMP
 RL0336  MODELED GRAVITY -    980,614.1   (mgal)                       NAVD 88
 RL0336
 RL0336  VERT ORDER      -  SECOND    CLASS 0
 RL0336
 RL0336.The horizontal coordinates were determined by differentially corrected
 RL0336.hand held GPS observations or other comparable positioning techniques
 RL0336.and have an estimated accuracy of +/- 3 meters.
 RL0336
 RL0336.The orthometric height was determined by differential leveling and
 RL0336.adjusted by the NATIONAL GEODETIC SURVEY
 RL0336.in June 1991.
 RL0336
 RL0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0336.GEOID18 height accuracy estimate available here.
 RL0336
 RL0336.Click photographs - Photos may exist for this station.
 RL0336
 RL0336.The dynamic height is computed by dividing the NAVD 88
 RL0336.geopotential number by the normal gravity value computed on the
 RL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0336.degrees latitude (g = 980.6199 gals.).
 RL0336
 RL0336.The modeled gravity was interpolated from observed gravity values.
 RL0336
 RL0336;                    North         East    Units  Estimated Accuracy
 RL0336;SPC MI N     -   168,684.1   7,854,421.9     MT  (+/- 3 meters HH1 GPS) 
 RL0336
 RL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5445327496(NAD 83)
 RL0336
 RL0336                          SUPERSEDED SURVEY CONTROL
 RL0336
 RL0336  NGVD 29 (??/??/92)  491.954  (m)         1614.02   (f) ADJ UNCH    2 0
 RL0336
 RL0336.Superseded values are not recommended for survey control.
 RL0336
 RL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0336.See file dsdata.pdf to determine how the superseded data were derived.
 RL0336
 RL0336_MARKER: DB = BENCH MARK DISK
 RL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0336_STAMPING: A 125 1948
 RL0336_MARK LOGO: CGS
 RL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0336+STABILITY: SURFACE MOTION
 RL0336
 RL0336  HISTORY     - Date     Condition        Report By
 RL0336  HISTORY     - 1948     MONUMENTED       CGS
 RL0336  HISTORY     - 19970625 GOOD             USPSQD
 RL0336  HISTORY     - 20020613 GOOD             USPSQD
 RL0336
 RL0336                          STATION DESCRIPTION
 RL0336
 RL0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0336'5.2 MI N FROM ELMWOOD.
 RL0336'5.15 MILES NORTH ALONG FOREST SERVICE HIGHWAY NO. 16 FROM THE
 RL0336'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0336'ABOUT 0.65 MILE NORTHEAST OF A CROSS ROAD (EAST TO GIBBS
 RL0336'CITY - WEST TO MALLARD LAKE LOOKOUT TOWER), ABOUT 55 YARDS
 RL0336'SOUTHWEST OF THE TOP OF A GRADE, AT THE SOUTHWEST END OF A
 RL0336'RECESSING CUT, 39.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0336'HIGHWAY, 14.5 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET SOUTHEAST
 RL0336'OF THE TELEPHONE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0336'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0336'POST PROJECTING 4 INCHES.
 RL0336
 RL0336                          STATION RECOVERY (1997)
 RL0336
 RL0336'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0336'RECOVERED IN GOOD CONDITION.
 RL0336
 RL0336                          STATION RECOVERY (2002)
 RL0336
 RL0336'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0376 ***********************************************************************
 RL0376  DESIGNATION -  A 126
 RL0376  PID         -  RL0376
 RL0376  STATE/COUNTY-  MI/IRON
 RL0376  COUNTRY     -  US
 RL0376  USGS QUAD   -  PERCH LAKE (2017)
 RL0376
 RL0376                         *CURRENT SURVEY CONTROL
 RL0376  ______________________________________________________________________
 RL0376* NAD 83(1986) POSITION- 46 15 12.45   (N) 088 42 00.50   (W)   HD_HELD1
 RL0376* NAVD 88 ORTHO HEIGHT -   483.180 (meters)     1585.23  (feet) ADJUSTED
 RL0376  ______________________________________________________________________
 RL0376  GEOID HEIGHT    -        -32.004 (meters)                     GEOID18
 RL0376  DYNAMIC HEIGHT  -        483.192 (meters)     1585.27  (feet) COMP
 RL0376  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 RL0376
 RL0376  VERT ORDER      -  SECOND    CLASS 0
 RL0376
 RL0376.The horizontal coordinates were determined by differentially corrected
 RL0376.hand held GPS observations or other comparable positioning techniques
 RL0376.and have an estimated accuracy of +/- 3 meters.
 RL0376
 RL0376.The orthometric height was determined by differential leveling and
 RL0376.adjusted by the NATIONAL GEODETIC SURVEY
 RL0376.in June 1991.
 RL0376
 RL0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0376.GEOID18 height accuracy estimate available here.
 RL0376
 RL0376.Click photographs - Photos may exist for this station.
 RL0376
 RL0376.The dynamic height is computed by dividing the NAVD 88
 RL0376.geopotential number by the normal gravity value computed on the
 RL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0376.degrees latitude (g = 980.6199 gals.).
 RL0376
 RL0376.The modeled gravity was interpolated from observed gravity values.
 RL0376
 RL0376;                    North         East    Units  Estimated Accuracy
 RL0376;SPC MI N     -   164,801.2   7,868,927.0     MT  (+/- 3 meters HH1 GPS) 
 RL0376
 RL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6895723613(NAD 83)
 RL0376
 RL0376                          SUPERSEDED SURVEY CONTROL
 RL0376
 RL0376  NGVD 29 (??/??/92)  483.182  (m)         1585.24   (f) ADJ UNCH    2 0
 RL0376
 RL0376.Superseded values are not recommended for survey control.
 RL0376
 RL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0376.See file dsdata.pdf to determine how the superseded data were derived.
 RL0376
 RL0376_MARKER: DB = BENCH MARK DISK
 RL0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0376_STAMPING: A 126 1948
 RL0376_MARK LOGO: CGS
 RL0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0376+STABILITY: SURFACE MOTION
 RL0376
 RL0376  HISTORY     - Date     Condition        Report By
 RL0376  HISTORY     - 1948     MONUMENTED       CGS
 RL0376  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0376
 RL0376                          STATION DESCRIPTION
 RL0376
 RL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0376'2 MI N FROM GIBBS CITY.
 RL0376'1.95 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM ITS
 RL0376'JUNCTION WITH COUNTY ROAD 657 AT GIBBS CITY, AT THE BOTTOM OF
 RL0376'GRADES, ABOUT 100 YARDS NORTH OF A DRIVE EAST TO A FARM HOUSE,
 RL0376'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 52 FEET SOUTHWEST
 RL0376'AND ACROSS THE ROAD FROM A FENCE CORNER AND THE SOUTH POST OF A
 RL0376'GATE TO A PASTURE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0376'POST, LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0376'POST PROJECTING 4 INCHES.
 RL0376
 RL0376                          STATION RECOVERY (1997)
 RL0376
 RL0376'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0314 ***********************************************************************
 RL0314  DESIGNATION -  A 127
 RL0314  PID         -  RL0314
 RL0314  STATE/COUNTY-  MI/IRON
 RL0314  COUNTRY     -  US
 RL0314  USGS QUAD   -  PORTER LAKE (2017)
 RL0314
 RL0314                         *CURRENT SURVEY CONTROL
 RL0314  ______________________________________________________________________
 RL0314* NAD 83(1986) POSITION- 46 21 30.     (N) 088 35 47.     (W)   SCALED
 RL0314* NAVD 88 ORTHO HEIGHT -   458.667 (meters)     1504.81  (feet) ADJUSTED
 RL0314  ______________________________________________________________________
 RL0314  GEOID HEIGHT    -        -32.237 (meters)                     GEOID18
 RL0314  DYNAMIC HEIGHT  -        458.681 (meters)     1504.86  (feet) COMP
 RL0314  MODELED GRAVITY -    980,631.3   (mgal)                       NAVD 88
 RL0314
 RL0314  VERT ORDER      -  SECOND    CLASS 0
 RL0314
 RL0314.The horizontal coordinates were scaled from a map and have
 RL0314.an estimated accuracy of +/- 6 seconds.
 RL0314
 RL0314.The orthometric height was determined by differential leveling and
 RL0314.adjusted by the NATIONAL GEODETIC SURVEY
 RL0314.in June 1991.
 RL0314
 RL0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0314.GEOID18 height accuracy estimate available here.
 RL0314
 RL0314.Click photographs - Photos may exist for this station.
 RL0314
 RL0314.The dynamic height is computed by dividing the NAVD 88
 RL0314.geopotential number by the normal gravity value computed on the
 RL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0314.degrees latitude (g = 980.6199 gals.).
 RL0314
 RL0314.The modeled gravity was interpolated from observed gravity values.
 RL0314
 RL0314;                    North         East    Units  Estimated Accuracy
 RL0314;SPC MI N     -   176,290.    7,877,160.      MT  (+/- 180 meters Scaled)
 RL0314
 RL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS771351(NAD 83)
 RL0314
 RL0314                          SUPERSEDED SURVEY CONTROL
 RL0314
 RL0314  NGVD 29 (??/??/92)  458.660  (m)         1504.79   (f) ADJ UNCH    2 0
 RL0314
 RL0314.Superseded values are not recommended for survey control.
 RL0314
 RL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0314.See file dsdata.pdf to determine how the superseded data were derived.
 RL0314
 RL0314_MARKER: DB = BENCH MARK DISK
 RL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0314_STAMPING: A 127 1948
 RL0314_MARK LOGO: CGS
 RL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0314+STABILITY: SURFACE MOTION
 RL0314
 RL0314  HISTORY     - Date     Condition        Report By
 RL0314  HISTORY     - 1948     MONUMENTED       CGS
 RL0314  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0314
 RL0314                          STATION DESCRIPTION
 RL0314
 RL0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0314'5.6 MI W FROM PARK SIDING.
 RL0314'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0314'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35 MILES
 RL0314'WEST AND SOUTHWEST ALONG A LOGGING ROAD, THENCE ABOUT 1.8 MILES
 RL0314'SOUTHWEST ALONG A LOGGING TRAIL LEADING TO THE NORTHWEST TIP OF
 RL0314'CABLE LAKE, ABOUT 0.25 MILE NORTHEAST OF THE NORTHWEST TIP OF
 RL0314'THE LAKE, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF A SWAMPY
 RL0314'TRAIL AND STREAM DRAINING INTO NORTHWEST BAY OF LAKE, AT THE
 RL0314'NORTH EDGE OF A CLEARING AND AT THE JUNCTION OF TRAIL NORTH AND
 RL0314'SOUTH, 47 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST RAIL,
 RL0314'14 FEET WEST OF THE CENTER LINE OF THE TRAIL NORTH, 5 FEET
 RL0314'SOUTHEAST OF A 4-INCH SPRUCE TREE, ABOUT LEVEL WITH THE TRAIL
 RL0314'NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0314
 RL0314                          STATION RECOVERY (1982)
 RL0314
 RL0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0353 ***********************************************************************
 RL0353  DESIGNATION -  A 128
 RL0353  PID         -  RL0353
 RL0353  STATE/COUNTY-  MI/HOUGHTON
 RL0353  COUNTRY     -  US
 RL0353  USGS QUAD   -  MARTEN LAKE (2017)
 RL0353
 RL0353                         *CURRENT SURVEY CONTROL
 RL0353  ______________________________________________________________________
 RL0353* NAD 83(1986) POSITION- 46 29 45.     (N) 088 42 36.     (W)   SCALED
 RL0353* NAVD 88 ORTHO HEIGHT -   426.835 (meters)     1400.37  (feet) ADJUSTED
 RL0353  ______________________________________________________________________
 RL0353  GEOID HEIGHT    -        -32.562 (meters)                     GEOID18
 RL0353  DYNAMIC HEIGHT  -        426.847 (meters)     1400.41  (feet) COMP
 RL0353  MODELED GRAVITY -    980,629.2   (mgal)                       NAVD 88
 RL0353
 RL0353  VERT ORDER      -  SECOND    CLASS 0
 RL0353
 RL0353.The horizontal coordinates were scaled from a map and have
 RL0353.an estimated accuracy of +/- 6 seconds.
 RL0353
 RL0353.The orthometric height was determined by differential leveling and
 RL0353.adjusted by the NATIONAL GEODETIC SURVEY
 RL0353.in June 1991.
 RL0353
 RL0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0353.GEOID18 height accuracy estimate available here.
 RL0353
 RL0353.Click photographs - Photos may exist for this station.
 RL0353
 RL0353.The dynamic height is computed by dividing the NAVD 88
 RL0353.geopotential number by the normal gravity value computed on the
 RL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0353.degrees latitude (g = 980.6199 gals.).
 RL0353
 RL0353.The modeled gravity was interpolated from observed gravity values.
 RL0353
 RL0353;                    North         East    Units  Estimated Accuracy
 RL0353;SPC MI N     -   191,750.    7,868,750.      MT  (+/- 180 meters Scaled)
 RL0353
 RL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS687505(NAD 83)
 RL0353
 RL0353                          SUPERSEDED SURVEY CONTROL
 RL0353
 RL0353  NGVD 29 (??/??/92)  426.836  (m)         1400.38   (f) ADJ UNCH    2 0
 RL0353
 RL0353.Superseded values are not recommended for survey control.
 RL0353
 RL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0353.See file dsdata.pdf to determine how the superseded data were derived.
 RL0353
 RL0353_MARKER: DB = BENCH MARK DISK
 RL0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0353_STAMPING: A 128 1948
 RL0353_MARK LOGO: CGS
 RL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0353+STABILITY: SURFACE MOTION
 RL0353
 RL0353  HISTORY     - Date     Condition        Report By
 RL0353  HISTORY     - 1948     MONUMENTED       CGS
 RL0353  HISTORY     - 1985     GOOD             NGS
 RL0353  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RL0353  HISTORY     - 20210615 MARK NOT FOUND   MIDT
 RL0353
 RL0353                          STATION DESCRIPTION
 RL0353
 RL0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0353'0.8 MI SW FROM SIDNAW.
 RL0353'0.75 MILE SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 RL0353'GIBBS CITY FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0353'STATION AT SIDNAW, AT THE JUNCTION OF A ROAD EAST TO SIDNAW
 RL0353'LOOKOUT TOWER, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0353'GRAVEL ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST,
 RL0353'37.5 FEET EAST OF THE SOUTHEAST CORNER OF A ROCK BUILT FENCE
 RL0353'CORNER INSCRIBED ROYCROFT, 6 FEET EAST OF A TELEPHONE POLE,
 RL0353'1.5 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 RL0353'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0353'CONCRETE POST PROJECTING 4 INCHES.
 RL0353
 RL0353                          STATION RECOVERY (1985)
 RL0353
 RL0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0353'RECOVERED IN GOOD CONDITION.
 RL0353
 RL0353                          STATION RECOVERY (1989)
 RL0353
 RL0353'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0353'MARK NOT FOUND.
 RL0353
 RL0353                          STATION RECOVERY (2021)
 RL0353
 RL0353'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0353'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0647 ***********************************************************************
 RL0647  DESIGNATION -  A 129
 RL0647  PID         -  RL0647
 RL0647  STATE/COUNTY-  MI/BARAGA
 RL0647  COUNTRY     -  US
 RL0647  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0647
 RL0647                         *CURRENT SURVEY CONTROL
 RL0647  ______________________________________________________________________
 RL0647* NAD 83(1986) POSITION- 46 38 31.5    (N) 088 35 27.4    (W)   HD_HELD2
 RL0647* NAVD 88 ORTHO HEIGHT -   388.748 (meters)     1275.42  (feet) ADJUSTED
 RL0647  ______________________________________________________________________
 RL0647  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 RL0647  DYNAMIC HEIGHT  -        388.761 (meters)     1275.46  (feet) COMP
 RL0647  MODELED GRAVITY -    980,635.3   (mgal)                       NAVD 88
 RL0647
 RL0647  VERT ORDER      -  SECOND    CLASS 0
 RL0647
 RL0647.The horizontal coordinates were established by autonomous hand held GPS
 RL0647.observations and have an estimated accuracy of +/- 10 meters.
 RL0647
 RL0647.The orthometric height was determined by differential leveling and
 RL0647.adjusted by the NATIONAL GEODETIC SURVEY
 RL0647.in June 1991.
 RL0647
 RL0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0647.GEOID18 height accuracy estimate available here.
 RL0647
 RL0647.Click photographs - Photos may exist for this station.
 RL0647
 RL0647.The dynamic height is computed by dividing the NAVD 88
 RL0647.geopotential number by the normal gravity value computed on the
 RL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0647.degrees latitude (g = 980.6199 gals.).
 RL0647
 RL0647.The modeled gravity was interpolated from observed gravity values.
 RL0647
 RL0647;                    North         East    Units  Estimated Accuracy
 RL0647;SPC MI N     -   207,813.    7,878,211.      MT  (+/- 10 meters HH2 GPS)
 RL0647
 RL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7824366620(NAD 83)
 RL0647
 RL0647                          SUPERSEDED SURVEY CONTROL
 RL0647
 RL0647  NGVD 29 (??/??/92)  388.713  (m)         1275.30   (f) ADJ UNCH    2 0
 RL0647
 RL0647.Superseded values are not recommended for survey control.
 RL0647
 RL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0647.See file dsdata.pdf to determine how the superseded data were derived.
 RL0647
 RL0647_MARKER: DB = BENCH MARK DISK
 RL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0647_STAMPING: A 129 1948
 RL0647_MARK LOGO: CGS
 RL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0647+STABILITY: SURFACE MOTION
 RL0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0647+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 RL0647
 RL0647  HISTORY     - Date     Condition        Report By
 RL0647  HISTORY     - 1948     MONUMENTED       CGS
 RL0647  HISTORY     - 1985     GOOD             NGS
 RL0647  HISTORY     - 19920820 GOOD             USPSQD
 RL0647  HISTORY     - 20040518 GOOD             GEOCAC
 RL0647
 RL0647                          STATION DESCRIPTION
 RL0647
 RL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0647'10 MI NW FROM COVINGTON.
 RL0647'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RL0647'U.S. HIGHWAY 141 AT COVINGTON, THENCE ABOUT 7.95 MILES NORTH
 RL0647'ALONG A GRAVEL AND SAND ROAD, ABOUT 0.65 MILE SOUTH OF THE
 RL0647'WIND SOCK AND RUNWAY INTERSECTION AT THE BIG LAKE AUXILIARY
 RL0647'AIRPORT, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.5 FEET
 RL0647'NORTH OF A TRIANGULAR BLAZED 10-INCH JACK PINE TREE, 2 FEET
 RL0647'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0647'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0647
 RL0647                          STATION RECOVERY (1985)
 RL0647
 RL0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0647'RECOVERED IN GOOD CONDITION.
 RL0647
 RL0647                          STATION RECOVERY (1992)
 RL0647
 RL0647'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0647'RECOVERED IN GOOD CONDITION.
 RL0647
 RL0647                          STATION RECOVERY (2004)
 RL0647
 RL0647'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0647'MARK IS LOCATED ALONG PLAINS ROAD, 7.8 MILES NORTH FROM THE JUNCTION
 RL0647'WITH STATE HWY M-28.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0855 ***********************************************************************
 RL0855  DESIGNATION -  A 130
 RL0855  PID         -  RL0855
 RL0855  STATE/COUNTY-  MI/ONTONAGON
 RL0855  COUNTRY     -  US
 RL0855  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0855
 RL0855                         *CURRENT SURVEY CONTROL
 RL0855  ______________________________________________________________________
 RL0855* NAD 83(1986) POSITION- 46 50 53.     (N) 089 20 44.     (W)   SCALED
 RL0855* NAVD 88 ORTHO HEIGHT -   199.666 (meters)      655.07  (feet) ADJUSTED
 RL0855  ______________________________________________________________________
 RL0855  GEOID HEIGHT    -        -31.394 (meters)                     GEOID18
 RL0855  DYNAMIC HEIGHT  -        199.697 (meters)      655.17  (feet) COMP
 RL0855  MODELED GRAVITY -    980,765.7   (mgal)                       NAVD 88
 RL0855
 RL0855  VERT ORDER      -  SECOND    CLASS 0
 RL0855
 RL0855.The horizontal coordinates were scaled from a map and have
 RL0855.an estimated accuracy of +/- 6 seconds.
 RL0855
 RL0855.The orthometric height was determined by differential leveling and
 RL0855.adjusted by the NATIONAL GEODETIC SURVEY
 RL0855.in June 1991.
 RL0855
 RL0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0855.GEOID18 height accuracy estimate available here.
 RL0855
 RL0855.Click photographs - Photos may exist for this station.
 RL0855
 RL0855.The dynamic height is computed by dividing the NAVD 88
 RL0855.geopotential number by the normal gravity value computed on the
 RL0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0855.degrees latitude (g = 980.6199 gals.).
 RL0855
 RL0855.The modeled gravity was interpolated from observed gravity values.
 RL0855
 RL0855;                    North         East    Units  Estimated Accuracy
 RL0855;SPC MI N     -   232,130.    7,821,140.      MT  (+/- 180 meters Scaled)
 RL0855
 RL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211909(NAD 83)
 RL0855
 RL0855                          SUPERSEDED SURVEY CONTROL
 RL0855
 RL0855  NGVD 29 (??/??/92)  199.697  (m)          655.17   (f) ADJ UNCH    2 0
 RL0855
 RL0855.Superseded values are not recommended for survey control.
 RL0855
 RL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0855.See file dsdata.pdf to determine how the superseded data were derived.
 RL0855
 RL0855_MARKER: DB = BENCH MARK DISK
 RL0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0855_STAMPING: A 130 1948
 RL0855_MARK LOGO: CGS
 RL0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0855+STABILITY: SURFACE MOTION
 RL0855
 RL0855  HISTORY     - Date     Condition        Report By
 RL0855  HISTORY     - 1948     MONUMENTED       CGS
 RL0855  HISTORY     - 19960626 GOOD             USPSQD
 RL0855  HISTORY     - 20010615 GOOD             USPSQD
 RL0855  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0855
 RL0855                          STATION DESCRIPTION
 RL0855
 RL0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0855'2.4 MI SW FROM ONTONAGON.
 RL0855'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0855'OF U.S. HIGHWAY 45 AT ONTONAGON THENCE ABOUT 1.0 MILE SOUTH
 RL0855'ALONG THE MATCHWOOD ROAD, ABOUT 0.7 MILE SOUTH OF A CROSSROAD,
 RL0855'ABOUT 0.2 MILE NORTH OF A HOUSE ON THE WEST SIDE OF ROAD (HOUSE
 RL0855'IN AN S CURVE), SET IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 RL0855'A DRIVE WAY WEST TO EDWARD HIBBELNS FARM, 95 FEET NORTHEAST OF
 RL0855'THE NORTHEAST CORNER OF THE HOUSE, 33 FEET WEST OF THE CENTER
 RL0855'LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 RL0855'4 FEET SOUTH OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 RL0855'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0855'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 RL0855'INCHES.
 RL0855
 RL0855                          STATION RECOVERY (1996)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0855'RECOVERED IN GOOD CONDITION.
 RL0855
 RL0855                          STATION RECOVERY (2001)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0855'RECOVERED IN GOOD CONDITION.
 RL0855
 RL0855                          STATION RECOVERY (2004)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0855'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0068 ***********************************************************************
 RM0068  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RM0068  DESIGNATION -  A 133
 RM0068  PID         -  RM0068
 RM0068  STATE/COUNTY-  MI/GOGEBIC
 RM0068  COUNTRY     -  US
 RM0068  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 RM0068
 RM0068                         *CURRENT SURVEY CONTROL
 RM0068  ______________________________________________________________________
 RM0068* NAD 83(1994) POSITION- 46 39 56.19449(N) 090 02 46.30182(W)   ADJUSTED
 RM0068* NAVD 88 ORTHO HEIGHT -   189.508 (meters)      621.74  (feet) ADJUSTED
 RM0068  ______________________________________________________________________
 RM0068  GEOID HEIGHT    -        -30.701 (meters)                     GEOID18
 RM0068  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 RM0068  DYNAMIC HEIGHT  -        189.534 (meters)      621.83  (feet) COMP
 RM0068  MODELED GRAVITY -    980,745.0   (mgal)                       NAVD 88
 RM0068
 RM0068  HORZ ORDER      -  SECOND
 RM0068  VERT ORDER      -  SECOND    CLASS 0
 RM0068
 RM0068.The horizontal coordinates were established by classical geodetic methods
 RM0068.and adjusted by the National Geodetic Survey in February 1997.
 RM0068
 RM0068.The orthometric height was determined by differential leveling and
 RM0068.adjusted by the NATIONAL GEODETIC SURVEY
 RM0068.in June 1991.
 RM0068
 RM0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0068.GEOID18 height accuracy estimate available here.
 RM0068
 RM0068.This Water Level Mark is designated as VM 23876
 RM0068.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RM0068
 RM0068.Click photographs - Photos may exist for this station.
 RM0068
 RM0068.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0068
 RM0068.The dynamic height is computed by dividing the NAVD 88
 RM0068.geopotential number by the normal gravity value computed on the
 RM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0068.degrees latitude (g = 980.6199 gals.).
 RM0068
 RM0068.The modeled gravity was interpolated from observed gravity values.
 RM0068
 RM0068. The following values were computed from the NAD 83(1994) position.
 RM0068
 RM0068;                    North         East     Units Scale Factor Converg.
 RM0068;SPC MI N     -   213,684.589 7,766,952.010   MT  0.99992484   -2 12 06.3
 RM0068;SPC MI N     -   701,064.92 25,482,126.02   iFT  0.99992484   -2 12 06.3
 RM0068;UTM  15      - 5,172,243.902   725,956.223   MT  1.00022760   +2 08 57.8
 RM0068;UTM  16      - 5,172,513.299   266,976.635   MT  1.00026748   -2 13 00.0
 RM0068
 RM0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0068!SPC MI N     -   0.99997511  x   0.99992484  =   0.99989995
 RM0068!UTM  15      -   0.99997511  x   1.00022760  =   1.00020270
 RM0068!UTM  16      -   0.99997511  x   1.00026748  =   1.00024258
 RM0068
 RM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2595672243(NAD 83)
 RM0068
 RM0068                          SUPERSEDED SURVEY CONTROL
 RM0068
 RM0068  NAD 83(1991)-  46 39 56.19494(N)    090 02 46.30066(W) AD(       ) 2
 RM0068  NAD 83(1986)-  46 39 56.18911(N)    090 02 46.29578(W) AD(       ) 2
 RM0068  NAD 27      -  46 39 56.38375(N)    090 02 45.66583(W) AD(       ) 2
 RM0068  NGVD 29 (??/??/92)  189.546  (m)          621.87   (f) ADJ UNCH    2 0
 RM0068  NGVD 29             189.55   (m)          621.9    (f) LEVELING    3  
 RM0068
 RM0068.Superseded values are not recommended for survey control.
 RM0068
 RM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0068.See file dsdata.pdf to determine how the superseded data were derived.
 RM0068
 RM0068_MARKER: DB = BENCH MARK DISK
 RM0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0068_SP_SET: ANCHOR FOUNDATION
 RM0068_STAMPING: A 133 1948
 RM0068_MARK LOGO: CGS
 RM0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0068+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 RM0068
 RM0068  HISTORY     - Date     Condition        Report By
 RM0068  HISTORY     - 1948     MONUMENTED       CGS
 RM0068  HISTORY     - 1978     GOOD             NGS
 RM0068  HISTORY     - 1987     GOOD             USPSQD
 RM0068  HISTORY     - 20020615 GOOD             USPSQD
 RM0068  HISTORY     - 20050806 GOOD             GEOCAC
 RM0068
 RM0068                          STATION DESCRIPTION
 RM0068
 RM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0068'12.7 MI NW FROM NORTH BESSEMER.
 RM0068'ABOUT 12.7 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0068'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0068'NORTH BESSEMER, AT THE BLACK RIVER PARK, SET IN THE TOP OF THE
 RM0068'CENTER OF THE EAST CONCRETE ANCHOR FOUNDATION AT THE SOUTH END
 RM0068'OF A SUSPENSION BRIDGE OVER A CHANNEL, 48 FEET SOUTH OF THE SOUTH
 RM0068'END OF THE BRIDGE AND 1 FOOT ABOVE THE GROUND.
 RM0068
 RM0068                          STATION RECOVERY (1978)
 RM0068
 RM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0068'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF
 RM0068'IRONWOOD, 13 MILES
 RM0068'NORTH OF BESSEMER, AT THE MOUTH OF BLACK RIVER IN BLACK RIVER PARK
 RM0068'AND ON THE PROPERTY OF THE U.S. FOREST SERVICE.  PERMISSION TO
 RM0068'USE STATION GRANTED BY DAVE TUCCI, FOREST RANGER, BESSEMER
 RM0068'RANGER STATION, BESSEMER, MI 49911.
 RM0068'
 RM0068'TO REACH THE STATION FROM THE INTERSECTION OF CLEVELAND AVENUE
 RM0068'(U.S. HIGHWAY 2) AND NORTH LAKE ROAD AT THE SIGNAL LIGHT IN
 RM0068'IRONWOOD, GO NORTH ON NORTH LAKE ROAD FOR 4 MILES TO A CROSSROAD.
 RM0068'TURN RIGHT AND GO EAST ON PAVED ROAD, PASSING GOGEBIC COUNTY
 RM0068'AIRPORT FOR 2.85 MILES TO A T-ROAD.  TURN LEFT AS PER SIGN AND GO
 RM0068'NORTHERLY FOR 4.95 MILES TO A FORK.  TAKE LEFT FORK NORTH AND GO
 RM0068'6.5 MILES TO A PARKING AREA, END OF TRUCK TRAVEL.  PACK DOWN
 RM0068'WALKWAY TO SOUTH END OF FOOT BRIDGE AND MARK IN BRIDGE ANCHOR
 RM0068'SUPPORT.
 RM0068'
 RM0068'THE STATION IS A STANDARD CGS BENCH MARK DISK
 RM0068'STAMPED---A 133 1948---, SET INTO A DRILL HOLE
 RM0068'IN A 4 BY 4-FOOT CONCRETE BRIDGE ANCHOR THAT PROJECTS 15
 RM0068'INCHES ABOVE GROUND.
 RM0068'IT IS LOCATED
 RM0068'53.5  FEET SOUTH FROM FOOT BRIDGE AND
 RM0068'5 FEET EAST FROM CENTER OF WALKWAY.
 RM0068'
 RM0068'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 RM0068
 RM0068                          STATION RECOVERY (1987)
 RM0068
 RM0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0068'RECOVERED IN GOOD CONDITION.
 RM0068
 RM0068                          STATION RECOVERY (2002)
 RM0068
 RM0068'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0068'RECOVERED IN GOOD CONDITION.
 RM0068
 RM0068                          STATION RECOVERY (2005)
 RM0068
 RM0068'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 RM0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1317 ***********************************************************************
 RL1317  DESIGNATION -  A 134
 RL1317  PID         -  RL1317
 RL1317  STATE/COUNTY-  MI/ONTONAGON
 RL1317  COUNTRY     -  US
 RL1317  USGS QUAD   -  MERRIWEATHER (2017)
 RL1317
 RL1317                         *CURRENT SURVEY CONTROL
 RL1317  ______________________________________________________________________
 RL1317* NAD 83(1986) POSITION- 46 35 07.     (N) 089 41 32.     (W)   SCALED
 RL1317* NAVD 88 ORTHO HEIGHT -   425.125 (meters)     1394.76  (feet) ADJUSTED
 RL1317  ______________________________________________________________________
 RL1317  GEOID HEIGHT    -        -30.754 (meters)                     GEOID18
 RL1317  DYNAMIC HEIGHT  -        425.160 (meters)     1394.88  (feet) COMP
 RL1317  MODELED GRAVITY -    980,681.5   (mgal)                       NAVD 88
 RL1317
 RL1317  VERT ORDER      -  SECOND    CLASS 0
 RL1317
 RL1317.The horizontal coordinates were scaled from a map and have
 RL1317.an estimated accuracy of +/- 6 seconds.
 RL1317
 RL1317.The orthometric height was determined by differential leveling and
 RL1317.adjusted by the NATIONAL GEODETIC SURVEY
 RL1317.in June 1991.
 RL1317
 RL1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1317.GEOID18 height accuracy estimate available here.
 RL1317
 RL1317.Click photographs - Photos may exist for this station.
 RL1317
 RL1317.The dynamic height is computed by dividing the NAVD 88
 RL1317.geopotential number by the normal gravity value computed on the
 RL1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1317.degrees latitude (g = 980.6199 gals.).
 RL1317
 RL1317.The modeled gravity was interpolated from observed gravity values.
 RL1317
 RL1317;                    North         East    Units  Estimated Accuracy
 RL1317;SPC MI N     -   203,780.    7,793,720.      MT  (+/- 180 meters Scaled)
 RL1317
 RL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS937626(NAD 83)
 RL1317
 RL1317                          SUPERSEDED SURVEY CONTROL
 RL1317
 RL1317  NGVD 29 (??/??/92)  425.139  (m)         1394.81   (f) ADJ UNCH    2 0
 RL1317
 RL1317.Superseded values are not recommended for survey control.
 RL1317
 RL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1317.See file dsdata.pdf to determine how the superseded data were derived.
 RL1317
 RL1317_MARKER: DB = BENCH MARK DISK
 RL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1317_STAMPING: A 134 1948
 RL1317_MARK LOGO: CGS
 RL1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1317+STABILITY: SURFACE MOTION
 RL1317
 RL1317  HISTORY     - Date     Condition        Report By
 RL1317  HISTORY     - 1948     MONUMENTED       CGS
 RL1317  HISTORY     - 1985     GOOD             NGS
 RL1317  HISTORY     - 1988     GOOD             USPSQD
 RL1317  HISTORY     - 20010619 GOOD             USPSQD
 RL1317
 RL1317                          STATION DESCRIPTION
 RL1317
 RL1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1317'3.4 MI NW FROM MERRIWEATHER.
 RL1317'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1317'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 1.8 MILES NORTH
 RL1317'ALONG A LOGGING ROAD, IN THE SOUTHEAST CORNER OF A SMALL CLEARING
 RL1317'AND BORROW PIT ON THE WEST SIDE OF THE ROAD, 26 FEET WEST OF THE
 RL1317'CENTER LINE OF THE ROAD, 22 FEET NORTH OF A 6-INCH TRIANGULAR
 RL1317'BLAZED POPLAR TREE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1317'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1317'POST PROJECTING 5 INCHES.
 RL1317
 RL1317                          STATION RECOVERY (1985)
 RL1317
 RL1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1317'RECOVERED IN GOOD CONDITION.
 RL1317
 RL1317                          STATION RECOVERY (1988)
 RL1317
 RL1317'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1317'RECOVERED IN GOOD CONDITION.
 RL1317
 RL1317                          STATION RECOVERY (2001)
 RL1317
 RL1317'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1350 ***********************************************************************
 RL1350  DESIGNATION -  A 136
 RL1350  PID         -  RL1350
 RL1350  STATE/COUNTY-  MI/ONTONAGON
 RL1350  COUNTRY     -  US
 RL1350  USGS QUAD   -  WHITE PINE (2017)
 RL1350
 RL1350                         *CURRENT SURVEY CONTROL
 RL1350  ______________________________________________________________________
 RL1350* NAD 83(1986) POSITION- 46 48 16.     (N) 089 37 21.     (W)   SCALED
 RL1350* NAVD 88 ORTHO HEIGHT -   220.581 (meters)      723.69  (feet) ADJUSTED
 RL1350  ______________________________________________________________________
 RL1350  GEOID HEIGHT    -        -30.908 (meters)                     GEOID18
 RL1350  DYNAMIC HEIGHT  -        220.616 (meters)      723.80  (feet) COMP
 RL1350  MODELED GRAVITY -    980,764.7   (mgal)                       NAVD 88
 RL1350
 RL1350  VERT ORDER      -  SECOND    CLASS 0
 RL1350
 RL1350.The horizontal coordinates were scaled from a map and have
 RL1350.an estimated accuracy of +/- 6 seconds.
 RL1350
 RL1350.The orthometric height was determined by differential leveling and
 RL1350.adjusted by the NATIONAL GEODETIC SURVEY
 RL1350.in June 1991.
 RL1350
 RL1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1350.GEOID18 height accuracy estimate available here.
 RL1350
 RL1350.Click photographs - Photos may exist for this station.
 RL1350
 RL1350.The dynamic height is computed by dividing the NAVD 88
 RL1350.geopotential number by the normal gravity value computed on the
 RL1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1350.degrees latitude (g = 980.6199 gals.).
 RL1350
 RL1350.The modeled gravity was interpolated from observed gravity values.
 RL1350
 RL1350;                    North         East    Units  Estimated Accuracy
 RL1350;SPC MI N     -   227,950.    7,799,860.      MT  (+/- 180 meters Scaled)
 RL1350
 RL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS999867(NAD 83)
 RL1350
 RL1350                          SUPERSEDED SURVEY CONTROL
 RL1350
 RL1350  NGVD 29 (??/??/92)  220.614  (m)          723.80   (f) ADJ UNCH    2 0
 RL1350
 RL1350.Superseded values are not recommended for survey control.
 RL1350
 RL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1350.See file dsdata.pdf to determine how the superseded data were derived.
 RL1350
 RL1350_MARKER: DB = BENCH MARK DISK
 RL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1350_STAMPING: A 136 1948
 RL1350_MARK LOGO: CGS
 RL1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1350+STABILITY: SURFACE MOTION
 RL1350
 RL1350  HISTORY     - Date     Condition        Report By
 RL1350  HISTORY     - 1948     MONUMENTED       CGS
 RL1350  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1350  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1350  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1350
 RL1350                          STATION DESCRIPTION
 RL1350
 RL1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1350'3.6 MI SW FROM SILVER CITY.
 RL1350'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1350'STATE HIGHWAY 64 IN SILVER CITY, THENCE 0.95 MILE SOUTH ALONG THE
 RL1350'NONESUCH MINE ROAD, 0.5 MILE NORTH OF THE BRIDGE OVER UNION RIVER,
 RL1350'0.1 MILE SOUTH OF A 70-FOOT STEEL TRUSS BRIDGE OVER A CREEK, ABOUT
 RL1350'45 YARDS SOUTH OF THE SUMMIT OF A GRADE WHICH ASCENDS TO THE SOUTH
 RL1350'FROM THE 70-FOOT BRIDGE, 52 FEET SOUTHWEST AND ACROSS THE ROAD
 RL1350'FROM THE EAST END OF A 12-INCH PIPE CULVERT, 23 FEET WEST OF THE
 RL1350'CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF A 6-INCH TRIANGULAR
 RL1350'BLAZED MAPLE, 2 FEET EAST OF A WHITE WOODEN POST, ABOUT 1 FOOT
 RL1350'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RL1350'PROJECTING 4 INCHES.
 RL1350
 RL1350                          STATION RECOVERY (1976)
 RL1350
 RL1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1350'MARK NOT FOUND.
 RL1350
 RL1350                          STATION RECOVERY (1988)
 RL1350
 RL1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1350'MARK NOT FOUND.
 RL1350
 RL1350                          STATION RECOVERY (2004)
 RL1350
 RL1350'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0880 ***********************************************************************
 RL0880  DESIGNATION -  A 137
 RL0880  PID         -  RL0880
 RL0880  STATE/COUNTY-  MI/ONTONAGON
 RL0880  COUNTRY     -  US
 RL0880  USGS QUAD   -  ROCKLAND (2017)
 RL0880
 RL0880                         *CURRENT SURVEY CONTROL
 RL0880  ______________________________________________________________________
 RL0880* NAD 83(1986) POSITION- 46 43 52.     (N) 089 08 04.     (W)   SCALED
 RL0880* NAVD 88 ORTHO HEIGHT -   314.917 (meters)     1033.19  (feet) ADJUSTED
 RL0880  ______________________________________________________________________
 RL0880  GEOID HEIGHT    -        -32.002 (meters)                     GEOID18
 RL0880  DYNAMIC HEIGHT  -        314.944 (meters)     1033.28  (feet) COMP
 RL0880  MODELED GRAVITY -    980,691.8   (mgal)                       NAVD 88
 RL0880
 RL0880  VERT ORDER      -  SECOND    CLASS 0
 RL0880
 RL0880.The horizontal coordinates were scaled from a map and have
 RL0880.an estimated accuracy of +/- 6 seconds.
 RL0880
 RL0880.The orthometric height was determined by differential leveling and
 RL0880.adjusted by the NATIONAL GEODETIC SURVEY
 RL0880.in June 1991.
 RL0880
 RL0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0880.GEOID18 height accuracy estimate available here.
 RL0880
 RL0880.Click photographs - Photos may exist for this station.
 RL0880
 RL0880.The dynamic height is computed by dividing the NAVD 88
 RL0880.geopotential number by the normal gravity value computed on the
 RL0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0880.degrees latitude (g = 980.6199 gals.).
 RL0880
 RL0880.The modeled gravity was interpolated from observed gravity values.
 RL0880
 RL0880;                    North         East    Units  Estimated Accuracy
 RL0880;SPC MI N     -   218,680.    7,836,880.      MT  (+/- 180 meters Scaled)
 RL0880
 RL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS369774(NAD 83)
 RL0880
 RL0880                          SUPERSEDED SURVEY CONTROL
 RL0880
 RL0880  NGVD 29 (??/??/92)  314.926  (m)         1033.22   (f) ADJ UNCH    2 0
 RL0880
 RL0880.Superseded values are not recommended for survey control.
 RL0880
 RL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0880.See file dsdata.pdf to determine how the superseded data were derived.
 RL0880
 RL0880_MARKER: DB = BENCH MARK DISK
 RL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0880_STAMPING: A 137 1948
 RL0880_MARK LOGO: CGS
 RL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0880+STABILITY: SURFACE MOTION
 RL0880
 RL0880  HISTORY     - Date     Condition        Report By
 RL0880  HISTORY     - 1948     MONUMENTED       CGS
 RL0880  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0880  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0880  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0880  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0880
 RL0880                          STATION DESCRIPTION
 RL0880
 RL0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0880'3.6 MI SW FROM MASS.
 RL0880'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0880'CROSSROAD AND THE CO-OP STORE AT MASS, ABOUT 0.95 MILE EAST OF
 RL0880'THE JUNCTION OF U.S. HIGHWAY 45, 181 FEET EAST OF THE CENTER
 RL0880'LINE OF A DIM LOGGING ROAD SOUTH, ABOUT 100 YARDS EAST OF A
 RL0880'CURVE WITH TANGENTS EAST AND SOUTHWEST, 58 FEET SOUTH AND ACROSS
 RL0880'THE HIGHWAY FROM AN S CURVE SIGN, 39 FEET SOUTH OF THE CENTER
 RL0880'LINE OF THE HIGHWAY, 6 FEET EAST OF A TRIANGULAR BLAZED 4-INCH
 RL0880'MAPLE TREE, 17 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1 1/2
 RL0880'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0880'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0880
 RL0880                          STATION RECOVERY (1977)
 RL0880
 RL0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (1988)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (2001)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (2004)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0880'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0792 ***********************************************************************
 RL0792  DESIGNATION -  A 138
 RL0792  PID         -  RL0792
 RL0792  STATE/COUNTY-  MI/ONTONAGON
 RL0792  COUNTRY     -  US
 RL0792  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0792
 RL0792                         *CURRENT SURVEY CONTROL
 RL0792  ______________________________________________________________________
 RL0792* NAD 83(1986) POSITION- 46 33 05.     (N) 089 10 43.     (W)   SCALED
 RL0792* NAVD 88 ORTHO HEIGHT -   339.323 (meters)     1113.26  (feet) ADJUSTED
 RL0792  ______________________________________________________________________
 RL0792  GEOID HEIGHT    -        -32.021 (meters)                     GEOID18
 RL0792  DYNAMIC HEIGHT  -        339.337 (meters)     1113.31  (feet) COMP
 RL0792  MODELED GRAVITY -    980,645.1   (mgal)                       NAVD 88
 RL0792
 RL0792  VERT ORDER      -  SECOND    CLASS 0
 RL0792
 RL0792.The horizontal coordinates were scaled from a map and have
 RL0792.an estimated accuracy of +/- 6 seconds.
 RL0792
 RL0792.The orthometric height was determined by differential leveling and
 RL0792.adjusted by the NATIONAL GEODETIC SURVEY
 RL0792.in June 1991.
 RL0792
 RL0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0792.GEOID18 height accuracy estimate available here.
 RL0792
 RL0792.Click photographs - Photos may exist for this station.
 RL0792
 RL0792.The dynamic height is computed by dividing the NAVD 88
 RL0792.geopotential number by the normal gravity value computed on the
 RL0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0792.degrees latitude (g = 980.6199 gals.).
 RL0792
 RL0792.The modeled gravity was interpolated from observed gravity values.
 RL0792
 RL0792;                    North         East    Units  Estimated Accuracy
 RL0792;SPC MI N     -   198,810.    7,832,960.      MT  (+/- 180 meters Scaled)
 RL0792
 RL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS329576(NAD 83)
 RL0792
 RL0792                          SUPERSEDED SURVEY CONTROL
 RL0792
 RL0792  NGVD 29 (??/??/92)  339.344  (m)         1113.33   (f) ADJ UNCH    2 0
 RL0792
 RL0792.Superseded values are not recommended for survey control.
 RL0792
 RL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0792.See file dsdata.pdf to determine how the superseded data were derived.
 RL0792
 RL0792_MARKER: DB = BENCH MARK DISK
 RL0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0792_STAMPING: A 138 1948
 RL0792_MARK LOGO: CGS
 RL0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0792+STABILITY: SURFACE MOTION
 RL0792
 RL0792  HISTORY     - Date     Condition        Report By
 RL0792  HISTORY     - 1948     MONUMENTED       CGS
 RL0792  HISTORY     - 1987     GOOD             USPSQD
 RL0792  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0792  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0792
 RL0792                          STATION DESCRIPTION
 RL0792
 RL0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0792'1.2 MI N FROM BRUCES CROSSING.
 RL0792'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS
 RL0792'INTERSECTION WITH STATE HIGHWAY 28 AT BRUCES CROSSING, ABOUT
 RL0792'0.4 MILE NORTH OF A ROAD EAST, AT THE SOUTHEAST CORNER OF A LARGE
 RL0792'FIELD, ACROSS A VALLEY FROM A GROUP OF FARM BUILDINGS ON WEST
 RL0792'SIDE OF THE ROAD, 72 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0792'100 FEET NORTHWEST OF THE WEST END OF A 3-FOOT CONCRETE PIPE
 RL0792'CULVERT, 26 FEET NORTH OF A FENCE CORNER, 11 FEET NORTHWEST OF
 RL0792'THE 1ST POWER POLE NORTH OF A POWER POLE WITH TRANSFORMER AND
 RL0792'BRANCH LINE TO HOUSES ON EAST AND WEST SIDE OF HIGHWAY, 2 FEET
 RL0792'EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0792'POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0792'POST PROJECTING 6 INCHES.
 RL0792
 RL0792                          STATION RECOVERY (1987)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0792'RECOVERED IN GOOD CONDITION.
 RL0792
 RL0792                          STATION RECOVERY (1996)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0792'MARK NOT FOUND.
 RL0792
 RL0792                          STATION RECOVERY (2001)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0792'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1215 ***********************************************************************
 RL1215  DESIGNATION -  A 140
 RL1215  PID         -  RL1215
 RL1215  STATE/COUNTY-  MI/GOGEBIC
 RL1215  COUNTRY     -  US
 RL1215  USGS QUAD   -  WAKEFIELD (2017)
 RL1215
 RL1215                         *CURRENT SURVEY CONTROL
 RL1215  ______________________________________________________________________
 RL1215* NAD 83(1986) POSITION- 46 28 38.28   (N) 089 56 26.65   (W)   HD_HELD1
 RL1215* NAVD 88 ORTHO HEIGHT -   465.342 (meters)     1526.71  (feet) ADJUSTED
 RL1215  ______________________________________________________________________
 RL1215  GEOID HEIGHT    -        -30.744 (meters)                     GEOID18
 RL1215  DYNAMIC HEIGHT  -        465.358 (meters)     1526.76  (feet) COMP
 RL1215  MODELED GRAVITY -    980,633.6   (mgal)                       NAVD 88
 RL1215
 RL1215  VERT ORDER      -  FIRST     CLASS II
 RL1215
 RL1215.The horizontal coordinates were determined by differentially corrected
 RL1215.hand held GPS observations or other comparable positioning techniques
 RL1215.and have an estimated accuracy of +/- 3 meters.
 RL1215
 RL1215.The orthometric height was determined by differential leveling and
 RL1215.adjusted by the NATIONAL GEODETIC SURVEY
 RL1215.in June 1991.
 RL1215
 RL1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1215.GEOID18 height accuracy estimate available here.
 RL1215
 RL1215.Click photographs - Photos may exist for this station.
 RL1215
 RL1215.The dynamic height is computed by dividing the NAVD 88
 RL1215.geopotential number by the normal gravity value computed on the
 RL1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1215.degrees latitude (g = 980.6199 gals.).
 RL1215
 RL1215.The modeled gravity was interpolated from observed gravity values.
 RL1215
 RL1215;                    North         East    Units  Estimated Accuracy
 RL1215;SPC MI N     -   192,463.1   7,774,240.0     MT  (+/- 3 meters HH1 GPS) 
 RL1215
 RL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7426251283(NAD 83)
 RL1215
 RL1215                          SUPERSEDED SURVEY CONTROL
 RL1215
 RL1215  NGVD 29 (??/??/92)  465.356  (m)         1526.76   (f) ADJ UNCH    1 2
 RL1215
 RL1215.Superseded values are not recommended for survey control.
 RL1215
 RL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1215.See file dsdata.pdf to determine how the superseded data were derived.
 RL1215
 RL1215_MARKER: DB = BENCH MARK DISK
 RL1215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL1215_SP_SET: FOUNDATION
 RL1215_STAMPING: A 140 1948
 RL1215_MARK LOGO: CGS
 RL1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1215+STABILITY: SURFACE MOTION
 RL1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1215+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 RL1215
 RL1215  HISTORY     - Date     Condition        Report By
 RL1215  HISTORY     - 1948     MONUMENTED       CGS
 RL1215  HISTORY     - 1985     GOOD             NGS
 RL1215  HISTORY     - 1987     GOOD             USPSQD
 RL1215  HISTORY     - 19950612 GOOD             USPSQD
 RL1215  HISTORY     - 20030822 GOOD             USPSQD
 RL1215  HISTORY     - 20040806 GOOD             USPSQD
 RL1215  HISTORY     - 20100831 GOOD             MIDT
 RL1215  HISTORY     - 20120725 GOOD             GEOCAC
 RL1215  HISTORY     - 20180724 GOOD             WIDT
 RL1215
 RL1215                          STATION DESCRIPTION
 RL1215
 RL1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1215'AT WAKEFIELD.
 RL1215'AT WAKEFIELD, ABOUT 1/2 BLOCK NORTH OF THE INTERSECTION OF STATE
 RL1215'HIGHWAY 28 AND U.S. HIGHWAY 2, SET VERTICALLY IN THE WEST
 RL1215'FACE AT THE NORTHWEST CORNER OF THE FOUNDATION OF THE MICHIGAN
 RL1215'STATE POLICE SUB-STATION, 13 FEET NORTH OF THE CENTER OF THE MAIN
 RL1215'ENTRANCE, 1 FOOT SOUTH OF THE NORTHWEST CORNER AND 1 1/2 FEET
 RL1215'ABOVE THE GROUND.
 RL1215
 RL1215                          STATION RECOVERY (1985)
 RL1215
 RL1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (1987)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (1995)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2003)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2004)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2010)
 RL1215
 RL1215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2012)
 RL1215
 RL1215'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2018)
 RL1215
 RL1215'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1239 ***********************************************************************
 RL1239  DESIGNATION -  A 141
 RL1239  PID         -  RL1239
 RL1239  STATE/COUNTY-  MI/GOGEBIC
 RL1239  COUNTRY     -  US
 RL1239  USGS QUAD   -  GOGEBIC (2017)
 RL1239
 RL1239                         *CURRENT SURVEY CONTROL
 RL1239  ______________________________________________________________________
 RL1239* NAD 83(1986) POSITION- 46 22 12.     (N) 089 34 30.     (W)   SCALED
 RL1239* NAVD 88 ORTHO HEIGHT -   458.917 (meters)     1505.63  (feet) ADJUSTED
 RL1239  ______________________________________________________________________
 RL1239  GEOID HEIGHT    -        -31.064 (meters)                     GEOID18
 RL1239  DYNAMIC HEIGHT  -        458.926 (meters)     1505.66  (feet) COMP
 RL1239  MODELED GRAVITY -    980,620.9   (mgal)                       NAVD 88
 RL1239
 RL1239  VERT ORDER      -  SECOND    CLASS 0
 RL1239
 RL1239.The horizontal coordinates were scaled from a map and have
 RL1239.an estimated accuracy of +/- 6 seconds.
 RL1239
 RL1239.The orthometric height was determined by differential leveling and
 RL1239.adjusted by the NATIONAL GEODETIC SURVEY
 RL1239.in June 1991.
 RL1239
 RL1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1239.GEOID18 height accuracy estimate available here.
 RL1239
 RL1239.Click photographs - Photos may exist for this station.
 RL1239
 RL1239.The dynamic height is computed by dividing the NAVD 88
 RL1239.geopotential number by the normal gravity value computed on the
 RL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1239.degrees latitude (g = 980.6199 gals.).
 RL1239
 RL1239.The modeled gravity was interpolated from observed gravity values.
 RL1239
 RL1239;                    North         East    Units  Estimated Accuracy
 RL1239;SPC MI N     -   179,570.    7,801,920.      MT  (+/- 180 meters Scaled)
 RL1239
 RL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS019383(NAD 83)
 RL1239
 RL1239                          SUPERSEDED SURVEY CONTROL
 RL1239
 RL1239  NGVD 29 (??/??/92)  458.927  (m)         1505.66   (f) ADJ UNCH    2 0
 RL1239
 RL1239.Superseded values are not recommended for survey control.
 RL1239
 RL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1239.See file dsdata.pdf to determine how the superseded data were derived.
 RL1239
 RL1239_MARKER: DB = BENCH MARK DISK
 RL1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1239_STAMPING: A 141 1948
 RL1239_MARK LOGO: CGS
 RL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1239+STABILITY: SURFACE MOTION
 RL1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1239+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1996
 RL1239
 RL1239  HISTORY     - Date     Condition        Report By
 RL1239  HISTORY     - 1948     MONUMENTED       CGS
 RL1239  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1239  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1239  HISTORY     - 19950913 MARK NOT FOUND   MIDT
 RL1239  HISTORY     - 19960913 MARK NOT FOUND   MIDT
 RL1239
 RL1239                          STATION DESCRIPTION
 RL1239
 RL1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1239'6.7 MI E FROM MARENISCO.
 RL1239'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1239'AND NORTHWESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1239'6.05 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 0.65 MILE EAST OF
 RL1239'PELTON CREEK BRIDGE, ABOUT 0.55 MILE EAST OF THE ENTRANCE TO
 RL1239'CAMP GOGEBIC ON NORTH SIDE OF HIGHWAY, ABOUT 0.15 MILE WEST OF
 RL1239'A ROAD NORTH, AT THE EAST END OF A THRU CUT, 95 FEET
 RL1239'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM A TRIANGULAR BLAZED
 RL1239'20-INCH MAPLE TREE, 45 FEET NORTH OF THE CENTER LINE OF THE
 RL1239'HIGHWAY, 9 FEET EAST OF A 22-INCH MAPLE TREE, 2 FEET WEST OF
 RL1239'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET
 RL1239'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1239
 RL1239                          STATION RECOVERY (1978)
 RL1239
 RL1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1239'MARK NOT FOUND.
 RL1239
 RL1239                          STATION RECOVERY (1987)
 RL1239
 RL1239'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1239'MARK NOT FOUND.
 RL1239
 RL1239                          STATION RECOVERY (1995)
 RL1239
 RL1239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1239'NOT RECOVERED.
 RL1239
 RL1239                          STATION RECOVERY (1996)
 RL1239
 RL1239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1239'STATION WAS NOT FOUND AT THIS TIME.  DESCRIPTION PUTS MARK AT LOCATION
 RL1239'OF A HAUL ROAD TO AN OLD GRAVEL PIT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0998 ***********************************************************************
 RL0998  DESIGNATION -  A 142
 RL0998  PID         -  RL0998
 RL0998  STATE/COUNTY-  MI/GOGEBIC
 RL0998  COUNTRY     -  US
 RL0998  USGS QUAD   -  WATERSMEET (2017)
 RL0998
 RL0998                         *CURRENT SURVEY CONTROL
 RL0998  ______________________________________________________________________
 RL0998* NAD 83(1986) POSITION- 46 16 16.07   (N) 089 11 56.64   (W)   HD_HELD1
 RL0998* NAVD 88 ORTHO HEIGHT -   489.925 (meters)     1607.36  (feet) ADJUSTED
 RL0998  ______________________________________________________________________
 RL0998  GEOID HEIGHT    -        -31.354 (meters)                     GEOID18
 RL0998  DYNAMIC HEIGHT  -        489.932 (meters)     1607.39  (feet) COMP
 RL0998  MODELED GRAVITY -    980,611.8   (mgal)                       NAVD 88
 RL0998
 RL0998  VERT ORDER      -  SECOND    CLASS 0
 RL0998
 RL0998.The horizontal coordinates were determined by differentially corrected
 RL0998.hand held GPS observations or other comparable positioning techniques
 RL0998.and have an estimated accuracy of +/- 3 meters.
 RL0998
 RL0998.The orthometric height was determined by differential leveling and
 RL0998.adjusted by the NATIONAL GEODETIC SURVEY
 RL0998.in June 1991.
 RL0998
 RL0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0998.GEOID18 height accuracy estimate available here.
 RL0998
 RL0998.Click photographs - Photos may exist for this station.
 RL0998
 RL0998.The dynamic height is computed by dividing the NAVD 88
 RL0998.geopotential number by the normal gravity value computed on the
 RL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0998.degrees latitude (g = 980.6199 gals.).
 RL0998
 RL0998.The modeled gravity was interpolated from observed gravity values.
 RL0998
 RL0998;                    North         East    Units  Estimated Accuracy
 RL0998;SPC MI N     -   167,710.6   7,830,525.2     MT  (+/- 3 meters HH1 GPS) 
 RL0998
 RL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3055626522(NAD 83)
 RL0998
 RL0998                          SUPERSEDED SURVEY CONTROL
 RL0998
 RL0998  NGVD 29 (??/??/92)  489.944  (m)         1607.42   (f) ADJ UNCH    2 0
 RL0998
 RL0998.Superseded values are not recommended for survey control.
 RL0998
 RL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0998.See file dsdata.pdf to determine how the superseded data were derived.
 RL0998
 RL0998_MARKER: DB = BENCH MARK DISK
 RL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0998_STAMPING: A 142 1948
 RL0998_MARK LOGO: CGS
 RL0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0998+STABILITY: SURFACE MOTION
 RL0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0998+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0998
 RL0998  HISTORY     - Date     Condition        Report By
 RL0998  HISTORY     - 1948     MONUMENTED       CGS
 RL0998  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0998  HISTORY     - 19950830 GOOD             MIDT
 RL0998  HISTORY     - 20050606 GOOD             USPSQD
 RL0998
 RL0998                          STATION DESCRIPTION
 RL0998
 RL0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0998'1.6 MI W FROM WATERSMEET.
 RL0998'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0998'AT WATERSMEET, THENCE ABOUT 1.1 MILES NORTHWEST ALONG U.S.
 RL0998'HIGHWAY 2, 489 FEET SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 RL0998'LEADING EAST TO WATERSMEET, AT THE JUNCTION OF A DRIVE WAY
 RL0998'SOUTH TO A FARM HOUSE, 72 FEET NORTHEAST OF THE NORTHEAST
 RL0998'CORNER OF THE HOUSE, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0998'HIGHWAY, 57 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY, 2 FEET
 RL0998'WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 RL0998'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0998'INCHES.
 RL0998
 RL0998                          STATION RECOVERY (1987)
 RL0998
 RL0998'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0998'MARK NOT FOUND.
 RL0998
 RL0998                          STATION RECOVERY (1995)
 RL0998
 RL0998'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0998'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHWEST OF WATERSMEET. TO
 RL0998'REACH FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY 45 IN
 RL0998'WATERSMEET GO WEST ON US HIGHWAY 2 FOR 1.1 MI (1.8 KM) TO MARK ON THE
 RL0998'LEFT, AT A DRIVE SOUTH TO A RESIDENCE. STATION IS 72.0 FT (21.9 M)
 RL0998'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 51.0 FT (15.5 M)
 RL0998'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 2, 51.0 FT (15.5 M) EAST OF
 RL0998'THE CENTERLINE OF THE DRIVEWAY, 2.0 FT (0.6 M) WEST OF A METAL WITNESS
 RL0998'POST, ABOUT 1.5 FT (0.5 M) ABOVE THE HIGHWAY AND PROJECTING ABOUT
 RL0998'8-INCHES ABOVE GROUND.
 RL0998
 RL0998                          STATION RECOVERY (2005)
 RL0998
 RL0998'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1168 ***********************************************************************
 RL1168  DESIGNATION -  A 144
 RL1168  PID         -  RL1168
 RL1168  STATE/COUNTY-  MI/GOGEBIC
 RL1168  COUNTRY     -  US
 RL1168  USGS QUAD   -  MARENISCO (2017)
 RL1168
 RL1168                         *CURRENT SURVEY CONTROL
 RL1168  ______________________________________________________________________
 RL1168* NAD 83(1986) POSITION- 46 22 52.     (N) 089 41 54.     (W)   SCALED
 RL1168* NAVD 88 ORTHO HEIGHT -   462.681 (meters)     1517.98  (feet) ADJUSTED
 RL1168  ______________________________________________________________________
 RL1168  GEOID HEIGHT    -        -31.029 (meters)                     GEOID18
 RL1168  DYNAMIC HEIGHT  -        462.683 (meters)     1517.99  (feet) COMP
 RL1168  MODELED GRAVITY -    980,604.7   (mgal)                       NAVD 88
 RL1168
 RL1168  VERT ORDER      -  SECOND    CLASS 0
 RL1168
 RL1168.The horizontal coordinates were scaled from a map and have
 RL1168.an estimated accuracy of +/- 6 seconds.
 RL1168
 RL1168.The orthometric height was determined by differential leveling and
 RL1168.adjusted by the NATIONAL GEODETIC SURVEY
 RL1168.in June 1991.
 RL1168
 RL1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1168.GEOID18 height accuracy estimate available here.
 RL1168
 RL1168.Click photographs - Photos may exist for this station.
 RL1168
 RL1168.The dynamic height is computed by dividing the NAVD 88
 RL1168.geopotential number by the normal gravity value computed on the
 RL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1168.degrees latitude (g = 980.6199 gals.).
 RL1168
 RL1168.The modeled gravity was interpolated from observed gravity values.
 RL1168
 RL1168;                    North         East    Units  Estimated Accuracy
 RL1168;SPC MI N     -   181,120.    7,792,480.      MT  (+/- 180 meters Scaled)
 RL1168
 RL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS925399(NAD 83)
 RL1168
 RL1168                          SUPERSEDED SURVEY CONTROL
 RL1168
 RL1168  NGVD 29 (??/??/92)  462.681  (m)         1517.98   (f) ADJ UNCH    2 0
 RL1168
 RL1168.Superseded values are not recommended for survey control.
 RL1168
 RL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1168.See file dsdata.pdf to determine how the superseded data were derived.
 RL1168
 RL1168_MARKER: DB = BENCH MARK DISK
 RL1168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1168_SP_SET: BUILDING
 RL1168_STAMPING: A 144 1948
 RL1168_MARK LOGO: CGS
 RL1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1168
 RL1168  HISTORY     - Date     Condition        Report By
 RL1168  HISTORY     - 1948     MONUMENTED       CGS
 RL1168  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1168  HISTORY     - 19980427 MARK NOT FOUND   MIDT
 RL1168  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1168
 RL1168                          STATION DESCRIPTION
 RL1168
 RL1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1168'AT MARENISCO.
 RL1168'AT MARENISCO, SET VERTICALLY IN THE SOUTH FACE NEAR THE SOUTHWEST
 RL1168'CORNER OF THE CITY HALL, 9.5 FEET EAST OF THE SOUTHWEST CORNER
 RL1168'AND 3 FEET ABOVE THE GROUND.
 RL1168
 RL1168                          STATION RECOVERY (1987)
 RL1168
 RL1168'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1168'MARK NOT FOUND.
 RL1168
 RL1168                          STATION RECOVERY (1998)
 RL1168
 RL1168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1168'THERE IS A NEW CITY HALL BUILDING AND THE OLD BUILDING COULD NOT BE
 RL1168'FOUND.  ASSUMED DESTROYED.
 RL1168
 RL1168                          STATION RECOVERY (2004)
 RL1168
 RL1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1247 ***********************************************************************
 RL1247  DESIGNATION -  A 145
 RL1247  PID         -  RL1247
 RL1247  STATE/COUNTY-  MI/GOGEBIC
 RL1247  COUNTRY     -  US
 RL1247  USGS QUAD   -  WAKEFIELD (2017)
 RL1247
 RL1247                         *CURRENT SURVEY CONTROL
 RL1247  ______________________________________________________________________
 RL1247* NAD 83(1986) POSITION- 46 26 48.51   (N) 089 56 51.80   (W)   HD_HELD1
 RL1247* NAVD 88 ORTHO HEIGHT -   492.781 (meters)     1616.73  (feet) ADJUSTED
 RL1247  ______________________________________________________________________
 RL1247  GEOID HEIGHT    -        -30.827 (meters)                     GEOID18
 RL1247  DYNAMIC HEIGHT  -        492.786 (meters)     1616.75  (feet) COMP
 RL1247  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 RL1247
 RL1247  VERT ORDER      -  SECOND    CLASS 0
 RL1247
 RL1247.The horizontal coordinates were determined by differentially corrected
 RL1247.hand held GPS observations or other comparable positioning techniques
 RL1247.and have an estimated accuracy of +/- 3 meters.
 RL1247
 RL1247.The orthometric height was determined by differential leveling and
 RL1247.adjusted by the NATIONAL GEODETIC SURVEY
 RL1247.in June 1991.
 RL1247
 RL1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1247.GEOID18 height accuracy estimate available here.
 RL1247
 RL1247.Click photographs - Photos may exist for this station.
 RL1247
 RL1247.The dynamic height is computed by dividing the NAVD 88
 RL1247.geopotential number by the normal gravity value computed on the
 RL1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1247.degrees latitude (g = 980.6199 gals.).
 RL1247
 RL1247.The modeled gravity was interpolated from observed gravity values.
 RL1247
 RL1247;                    North         East    Units  Estimated Accuracy
 RL1247;SPC MI N     -   189,096.2   7,773,577.9     MT  (+/- 3 meters HH1 GPS) 
 RL1247
 RL1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7360047915(NAD 83)
 RL1247
 RL1247                          SUPERSEDED SURVEY CONTROL
 RL1247
 RL1247  NGVD 29 (??/??/92)  492.783  (m)         1616.74   (f) ADJ UNCH    2 0
 RL1247
 RL1247.Superseded values are not recommended for survey control.
 RL1247
 RL1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1247.See file dsdata.pdf to determine how the superseded data were derived.
 RL1247
 RL1247_MARKER: DB = BENCH MARK DISK
 RL1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1247_STAMPING: A 145 1948
 RL1247_MARK LOGO: CGS
 RL1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1247+STABILITY: SURFACE MOTION
 RL1247
 RL1247  HISTORY     - Date     Condition        Report By
 RL1247  HISTORY     - 1948     MONUMENTED       CGS
 RL1247  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1247  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1247  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1247  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1247
 RL1247                          STATION DESCRIPTION
 RL1247
 RL1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1247'2 MI S FROM WAKEFIELD.
 RL1247'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1247'HALL AT WAKEFIELD, THENCE ABOUT 1.4 MILES SOUTH ALONG CHANEY
 RL1247'LAKE ROAD, ABOUT 0.15 MILE SOUTH OF A DIM ROAD EAST, AT A DIM
 RL1247'DIRT ROAD LEADING NORTH AND PARALLELING THE HIGHWAY, 37 FEET
 RL1247'WEST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTHWEST OF THE
 RL1247'CENTER OF THE JUNCTION, 170 FEET SOUTH OF THE CREST OF A SMALL
 RL1247'KNOLL, 41 FEET SOUTHEATS OF A TRIANGULAR BLAZED BASS WOOD TREE,
 RL1247'ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF THE DIRT ROAD
 RL1247'NORTH, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1247'POST PROJECTING 4 INCHES.
 RL1247
 RL1247                          STATION RECOVERY (1985)
 RL1247
 RL1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (1988)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (1996)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (2004)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1176 ***********************************************************************
 RL1176  DESIGNATION -  A 146
 RL1176  PID         -  RL1176
 RL1176  STATE/COUNTY-  MI/GOGEBIC
 RL1176  COUNTRY     -  US
 RL1176  USGS QUAD   -  STATELINE LAKE (2017)
 RL1176
 RL1176                         *CURRENT SURVEY CONTROL
 RL1176  ______________________________________________________________________
 RL1176* NAD 83(1986) POSITION- 46 18 14.96   (N) 089 44 04.02   (W)   HD_HELD1
 RL1176* NAVD 88 ORTHO HEIGHT -   479.611 (meters)     1573.52  (feet) ADJUSTED
 RL1176  ______________________________________________________________________
 RL1176  GEOID HEIGHT    -        -30.936 (meters)                     GEOID18
 RL1176  DYNAMIC HEIGHT  -        479.612 (meters)     1573.53  (feet) COMP
 RL1176  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 RL1176
 RL1176  VERT ORDER      -  SECOND    CLASS 0
 RL1176
 RL1176.The horizontal coordinates were determined by differentially corrected
 RL1176.hand held GPS observations or other comparable positioning techniques
 RL1176.and have an estimated accuracy of +/- 3 meters.
 RL1176
 RL1176.The orthometric height was determined by differential leveling and
 RL1176.adjusted by the NATIONAL GEODETIC SURVEY
 RL1176.in June 1991.
 RL1176
 RL1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1176.GEOID18 height accuracy estimate available here.
 RL1176
 RL1176.Click photographs - Photos may exist for this station.
 RL1176
 RL1176.The dynamic height is computed by dividing the NAVD 88
 RL1176.geopotential number by the normal gravity value computed on the
 RL1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1176.degrees latitude (g = 980.6199 gals.).
 RL1176
 RL1176.The modeled gravity was interpolated from observed gravity values.
 RL1176
 RL1176;                    North         East    Units  Estimated Accuracy
 RL1176;SPC MI N     -   172,662.9   7,789,406.3     MT  (+/- 3 meters HH1 GPS) 
 RL1176
 RL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8943131476(NAD 83)
 RL1176
 RL1176                          SUPERSEDED SURVEY CONTROL
 RL1176
 RL1176  NGVD 29 (??/??/92)  479.611  (m)         1573.52   (f) ADJ UNCH    2 0
 RL1176
 RL1176.Superseded values are not recommended for survey control.
 RL1176
 RL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1176.See file dsdata.pdf to determine how the superseded data were derived.
 RL1176
 RL1176_MARKER: DB = BENCH MARK DISK
 RL1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1176_STAMPING: A 146 1948
 RL1176_MARK LOGO: CGS
 RL1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1176+STABILITY: SURFACE MOTION
 RL1176
 RL1176  HISTORY     - Date     Condition        Report By
 RL1176  HISTORY     - 1948     MONUMENTED       CGS
 RL1176  HISTORY     - 1963     MARK NOT FOUND   USGS
 RL1176  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1176  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1176  HISTORY     - 20180521 POOR             NGS
 RL1176
 RL1176                          STATION DESCRIPTION
 RL1176
 RL1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1176'6.2 MI S FROM MARENISCO.
 RL1176'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1176'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, AT AN OLD
 RL1176'ABANDONED RAILROAD CROSSING, 127 FEET NORTHWEST AND ACROSS
 RL1176'THE HIGHWAY FROM POWER POLE NO. 126, 59 FEET SOUTHWEST OF THE
 RL1176'CENTER OF THE INTERSECTION OF THE ABANDONED RAILWAY, 37 FEET
 RL1176'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE SOUTH
 RL1176'OF AN 18-INCH PIPE CULVERT, ABOUT 0.1 MILE NORTH OF A DIM ROAD
 RL1176'WEST, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 RL1176'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1176'6 INCHES.  NOTE-- MAY HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 RL1176
 RL1176                          STATION RECOVERY (1963)
 RL1176
 RL1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RL1176'MARK NOT FOUND.
 RL1176
 RL1176                          STATION RECOVERY (1987)
 RL1176
 RL1176'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1176'MARK NOT FOUND.
 RL1176
 RL1176                          STATION RECOVERY (2004)
 RL1176
 RL1176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1176'MARK NOT FOUND.
 RL1176
 RL1176                          STATION RECOVERY (2018)
 RL1176
 RL1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JTE)
 RL1176'R. JACOBSON OF COLEMAN ENGINEERING REPORTED TO NATIONAL GEODETIC
 RL1176'SURVEY REGIONAL ADVISOR THAT THIS MARK WAS STRUCK BY HEAVY EQUIPMENT
 RL1176'AND IS NO LONGER IN POSITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1269 ***********************************************************************
 RL1269  DESIGNATION -  A 147
 RL1269  PID         -  RL1269
 RL1269  STATE/COUNTY-  MI/ONTONAGON
 RL1269  COUNTRY     -  US
 RL1269  USGS QUAD   -  MERRIWEATHER (2017)
 RL1269
 RL1269                         *CURRENT SURVEY CONTROL
 RL1269  ______________________________________________________________________
 RL1269* NAD 83(1986) POSITION- 46 34 13.     (N) 089 37 55.     (W)   SCALED
 RL1269* NAVD 88 ORTHO HEIGHT -   396.894 (meters)     1302.14  (feet) ADJUSTED
 RL1269  ______________________________________________________________________
 RL1269  GEOID HEIGHT    -        -30.911 (meters)                     GEOID18
 RL1269  DYNAMIC HEIGHT  -        396.919 (meters)     1302.23  (feet) COMP
 RL1269  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 RL1269
 RL1269  VERT ORDER      -  FIRST     CLASS II
 RL1269
 RL1269.The horizontal coordinates were scaled from a map and have
 RL1269.an estimated accuracy of +/- 6 seconds.
 RL1269
 RL1269.The orthometric height was determined by differential leveling and
 RL1269.adjusted by the NATIONAL GEODETIC SURVEY
 RL1269.in June 1991.
 RL1269
 RL1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1269.GEOID18 height accuracy estimate available here.
 RL1269
 RL1269.Click photographs - Photos may exist for this station.
 RL1269
 RL1269.The dynamic height is computed by dividing the NAVD 88
 RL1269.geopotential number by the normal gravity value computed on the
 RL1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1269.degrees latitude (g = 980.6199 gals.).
 RL1269
 RL1269.The modeled gravity was interpolated from observed gravity values.
 RL1269
 RL1269;                    North         East    Units  Estimated Accuracy
 RL1269;SPC MI N     -   201,960.    7,798,280.      MT  (+/- 180 meters Scaled)
 RL1269
 RL1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS983607(NAD 83)
 RL1269
 RL1269                          SUPERSEDED SURVEY CONTROL
 RL1269
 RL1269  NGVD 29 (??/??/92)  396.902  (m)         1302.17   (f) ADJ UNCH    1 2
 RL1269
 RL1269.Superseded values are not recommended for survey control.
 RL1269
 RL1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1269.See file dsdata.pdf to determine how the superseded data were derived.
 RL1269
 RL1269_MARKER: DB = BENCH MARK DISK
 RL1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1269_STAMPING: A 147 1948
 RL1269_MARK LOGO: CGS
 RL1269_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1269+STABILITY: SURFACE MOTION
 RL1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1269+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL1269
 RL1269  HISTORY     - Date     Condition        Report By
 RL1269  HISTORY     - 1948     MONUMENTED       CGS
 RL1269  HISTORY     - 1985     GOOD             NGS
 RL1269  HISTORY     - 1987     GOOD             USPSQD
 RL1269  HISTORY     - 1989     GOOD             USPSQD
 RL1269  HISTORY     - 19950613 GOOD             USPSQD
 RL1269  HISTORY     - 20040802 GOOD             USPSQD
 RL1269
 RL1269                          STATION DESCRIPTION
 RL1269
 RL1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1269'AT MERRIWEATHER.
 RL1269'AT MERRIWEATHER, ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1269'RAILWAY, ABOUT 0.9 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 RL1269'64 AND THE RAILWAY, AT A ROAD CROSSING (LEADING SOUTH TO A GROUP
 RL1269'OF CAMPS ON THE NORTH SHORE OF LAKE GOGEBIC), 52 FEET SOUTHEAST
 RL1269'OF THE CENTER LINE OF THE CROSSING, 35 FEET SOUTH OF THE SOUTH
 RL1269'RAIL, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 RL1269'NORTH OF THE NORTHWEST CORNER OF A SMALL CABIN, 11 FEET
 RL1269'NORTH-NORTHWEST OF A 9-INCH BIRCH TREE, 2 FEET WEST OF A WHITE
 RL1269'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 RL1269'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1269
 RL1269                          STATION RECOVERY (1985)
 RL1269
 RL1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1269'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  26.9 KM
 RL1269'(16.7 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL1269'HIGHWAY 2 IN WAKEFIELD, THENCE 0.9 KM (0.55 MI) EAST ALONG
 RL1269'OLD-M-28-BERGLAND ROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PAVED
 RL1269'ROAD, 11.9 M (39.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 11.0 M
 RL1269'(36.1 FT) NORTH OF THE NORTHWEST CORNER OF A SMALL CABIN, AND 10.7
 RL1269'(35.1 FT) SOUTH OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL1269'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 RL1269'THE MARK IS 0.3 M BELOW THE ROAD.
 RL1269
 RL1269                          STATION RECOVERY (1987)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (1989)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (1995)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (2004)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0104 ***********************************************************************
 SG0104  DESIGNATION -  A 148
 SG0104  PID         -  SG0104
 SG0104  STATE/COUNTY-  MI/HOUGHTON
 SG0104  COUNTRY     -  US
 SG0104  USGS QUAD   -  CHASSELL (2017)
 SG0104
 SG0104                         *CURRENT SURVEY CONTROL
 SG0104  ______________________________________________________________________
 SG0104* NAD 83(1986) POSITION- 47 01 32.     (N) 088 33 42.     (W)   SCALED
 SG0104* NAVD 88 ORTHO HEIGHT -   278.466 (meters)      913.60  (feet) ADJUSTED
 SG0104  ______________________________________________________________________
 SG0104  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 SG0104  DYNAMIC HEIGHT  -        278.491 (meters)      913.68  (feet) COMP
 SG0104  MODELED GRAVITY -    980,695.8   (mgal)                       NAVD 88
 SG0104
 SG0104  VERT ORDER      -  SECOND    CLASS 0
 SG0104
 SG0104.The horizontal coordinates were scaled from a map and have
 SG0104.an estimated accuracy of +/- 6 seconds.
 SG0104
 SG0104.The orthometric height was determined by differential leveling and
 SG0104.adjusted by the NATIONAL GEODETIC SURVEY
 SG0104.in June 1991.
 SG0104
 SG0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0104.GEOID18 height accuracy estimate available here.
 SG0104
 SG0104.Click photographs - Photos may exist for this station.
 SG0104
 SG0104.The dynamic height is computed by dividing the NAVD 88
 SG0104.geopotential number by the normal gravity value computed on the
 SG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0104.degrees latitude (g = 980.6199 gals.).
 SG0104
 SG0104.The modeled gravity was interpolated from observed gravity values.
 SG0104
 SG0104;                    North         East    Units  Estimated Accuracy
 SG0104;SPC MI N     -   250,390.    7,881,290.      MT  (+/- 180 meters Scaled)
 SG0104
 SG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT813091(NAD 83)
 SG0104
 SG0104                          SUPERSEDED SURVEY CONTROL
 SG0104
 SG0104  NGVD 29 (??/??/92)  278.460  (m)          913.58   (f) ADJ UNCH    2 0
 SG0104
 SG0104.Superseded values are not recommended for survey control.
 SG0104
 SG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0104.See file dsdata.pdf to determine how the superseded data were derived.
 SG0104
 SG0104_MARKER: DB = BENCH MARK DISK
 SG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0104_STAMPING: A 148 1948
 SG0104_MARK LOGO: CGS
 SG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0104+STABILITY: SURFACE MOTION
 SG0104
 SG0104  HISTORY     - Date     Condition        Report By
 SG0104  HISTORY     - 1948     MONUMENTED       CGS
 SG0104  HISTORY     - 19960725 MARK NOT FOUND   NGS
 SG0104  HISTORY     - 20050712 MARK NOT FOUND   GEOCAC
 SG0104
 SG0104                          STATION DESCRIPTION
 SG0104
 SG0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0104'1.9 MI W FROM CHASSELL.
 SG0104'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0104'AT CHASSELL, THENCE ABOUT 1.7 MILES WEST ALONG A BLACK TOP
 SG0104'ROAD, ABOUT 0.45 MILE WEST OF A CROSS ROAD, ABOUT 0.55 MILE
 SG0104'EAST OF A ROAD SOUTH, AT A DRIVE NORTH TO A HAY FIELD, 37 FEET
 SG0104'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH-NORTHEAST
 SG0104'OF THE CENTER OF THE JUNCTION, 18 FEET EAST OF THE CENTER
 SG0104'LINE OF THE DRIVE, 224 FEET WEST OF THE NORTH END OF AN 18-INCH
 SG0104'PIPE CULVERT, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 SG0104'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SG0104'PROJECTING 4 INCHES.
 SG0104
 SG0104                          STATION RECOVERY (1996)
 SG0104
 SG0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0104'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 SG0104'DESTROYED.
 SG0104
 SG0104                          STATION RECOVERY (2005)
 SG0104
 SG0104'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0104'FOUND TOP PARTS OF A CONCRETE POST (BROKEN) LAYING ON SURFACE NEAR A
 SG0104'POWER POLE IN THE VICINTY OF THE SCALED LOCATION. NO SURVEY DISK WAS
 SG0104'RECOVERED, ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0572 ***********************************************************************
 RL0572  DESIGNATION -  A 149
 RL0572  PID         -  RL0572
 RL0572  STATE/COUNTY-  MI/HOUGHTON
 RL0572  COUNTRY     -  US
 RL0572  USGS QUAD   -  OTTER LAKE (2017)
 RL0572
 RL0572                         *CURRENT SURVEY CONTROL
 RL0572  ______________________________________________________________________
 RL0572* NAD 83(1986) POSITION- 46 53 34.     (N) 088 35 19.     (W)   SCALED
 RL0572* NAVD 88 ORTHO HEIGHT -   188.213 (meters)      617.50  (feet) ADJUSTED
 RL0572  ______________________________________________________________________
 RL0572  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 RL0572  DYNAMIC HEIGHT  -        188.225 (meters)      617.53  (feet) COMP
 RL0572  MODELED GRAVITY -    980,679.0   (mgal)                       NAVD 88
 RL0572
 RL0572  VERT ORDER      -  SECOND    CLASS 0
 RL0572
 RL0572.The horizontal coordinates were scaled from a map and have
 RL0572.an estimated accuracy of +/- 6 seconds.
 RL0572
 RL0572.The orthometric height was determined by differential leveling and
 RL0572.adjusted by the NATIONAL GEODETIC SURVEY
 RL0572.in June 1991.
 RL0572
 RL0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0572.GEOID18 height accuracy estimate available here.
 RL0572
 RL0572.Click photographs - Photos may exist for this station.
 RL0572
 RL0572.The dynamic height is computed by dividing the NAVD 88
 RL0572.geopotential number by the normal gravity value computed on the
 RL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0572.degrees latitude (g = 980.6199 gals.).
 RL0572
 RL0572.The modeled gravity was interpolated from observed gravity values.
 RL0572
 RL0572;                    North         East    Units  Estimated Accuracy
 RL0572;SPC MI N     -   235,670.    7,878,950.      MT  (+/- 180 meters Scaled)
 RL0572
 RL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS789944(NAD 83)
 RL0572
 RL0572                          SUPERSEDED SURVEY CONTROL
 RL0572
 RL0572  NGVD 29 (??/??/92)  188.201  (m)          617.46   (f) ADJ UNCH    2 0
 RL0572
 RL0572.Superseded values are not recommended for survey control.
 RL0572
 RL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0572.See file dsdata.pdf to determine how the superseded data were derived.
 RL0572
 RL0572_MARKER: DB = BENCH MARK DISK
 RL0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0572_SP_SET: ABUTMENT
 RL0572_STAMPING: A 149 1948
 RL0572_MARK LOGO: CGS
 RL0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0572
 RL0572  HISTORY     - Date     Condition        Report By
 RL0572  HISTORY     - 1948     MONUMENTED       CGS
 RL0572
 RL0572                          STATION DESCRIPTION
 RL0572
 RL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0572'4 MI SE FROM TAPIOLA.
 RL0572'2.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA
 RL0572'THENCE ABOUT 2.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.3
 RL0572'MILE SOUTHEAST OF A BRIDGE OVER OTTER RIVER, SET IN THE TOP
 RL0572'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A 40-FOOT
 RL0572'CONCRETE BRIDGE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0572'ROAD, 1 FOOT SOUTHWEST OF THE CONCRETE HEAD WALL AND 1 FOOT
 RL0572'BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0070 ***********************************************************************
 RM0070  DESIGNATION -  A 149 X
 RM0070  PID         -  RM0070
 RM0070  STATE/COUNTY-  MI/GOGEBIC
 RM0070  COUNTRY     -  US
 RM0070  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 RM0070
 RM0070                         *CURRENT SURVEY CONTROL
 RM0070  ______________________________________________________________________
 RM0070* NAD 83(1986) POSITION- 46 39 31.     (N) 090 01 46.     (W)   SCALED
 RM0070* NAVD 88 ORTHO HEIGHT -   236.539 (meters)      776.05  (feet) ADJUSTED
 RM0070  ______________________________________________________________________
 RM0070  GEOID HEIGHT    -        -30.651 (meters)                     GEOID18
 RM0070  DYNAMIC HEIGHT  -        236.569 (meters)      776.14  (feet) COMP
 RM0070  MODELED GRAVITY -    980,736.5   (mgal)                       NAVD 88
 RM0070
 RM0070  VERT ORDER      -  SECOND    CLASS 0
 RM0070
 RM0070.The horizontal coordinates were scaled from a map and have
 RM0070.an estimated accuracy of +/- 6 seconds.
 RM0070
 RM0070.The orthometric height was determined by differential leveling and
 RM0070.adjusted by the NATIONAL GEODETIC SURVEY
 RM0070.in June 1991.
 RM0070
 RM0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0070.GEOID18 height accuracy estimate available here.
 RM0070
 RM0070.Click photographs - Photos may exist for this station.
 RM0070
 RM0070.The dynamic height is computed by dividing the NAVD 88
 RM0070.geopotential number by the normal gravity value computed on the
 RM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0070.degrees latitude (g = 980.6199 gals.).
 RM0070
 RM0070.The modeled gravity was interpolated from observed gravity values.
 RM0070
 RM0070;                    North         East    Units  Estimated Accuracy
 RM0070;SPC MI N     -   212,860.    7,768,200.      MT  (+/- 180 meters Scaled)
 RM0070
 RM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM272715(NAD 83)
 RM0070
 RM0070                          SUPERSEDED SURVEY CONTROL
 RM0070
 RM0070  NGVD 29 (??/??/92)  236.576  (m)          776.17   (f) ADJ UNCH    2 0
 RM0070
 RM0070.Superseded values are not recommended for survey control.
 RM0070
 RM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0070.See file dsdata.pdf to determine how the superseded data were derived.
 RM0070
 RM0070_MARKER: DB = BENCH MARK DISK
 RM0070_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RM0070_SP_SET: BIRCH TREE
 RM0070_STAMPING: A 149 X 1948
 RM0070_MARK LOGO: CGS
 RM0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0070
 RM0070  HISTORY     - Date     Condition        Report By
 RM0070  HISTORY     - 1948     MONUMENTED       CGS
 RM0070  HISTORY     - 1950     MARK NOT FOUND   USGS
 RM0070  HISTORY     - 1976     MARK NOT FOUND   USGS
 RM0070
 RM0070                          STATION DESCRIPTION
 RM0070
 RM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0070'13.8 MI NW FROM THOMASTON.
 RM0070'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM
 RM0070'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY IN
 RM0070'THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING GRAVEL ROAD,
 RM0070'THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL, THENCE ABOUT
 RM0070'1.1 MILES SOUTHWEST AND WEST ALONG A DIM LOGGING TRAIL (NO TRAIL
 RM0070'TRAVEL), ABOUT 100 YARDS EAST OF THE SITE OF AN OLD LOGGING CAMP,
 RM0070'ABOUT 0.15 MILE NORTHEAST OF A FILL ACROSS TWO CREEKS, ABOUT 0.15
 RM0070'MILE WEST OF A FILL OVER A SMALL CREEK, 450 FEET SOUTHWEST OF A
 RM0070'FILL OVER A SMALL CREEK, 25 YARDS EAST OF A SMALL CREEK, SET
 RM0070'VERTICALLY IN THE SOUTHEAST FACE OF A 36-INCH BIRCH TREE WITH AN
 RM0070'8-INCH BIRCH GROWING ON SOUTH SIDE OF TREE, 110 FEET NORTHWEST
 RM0070'AND ACROSS THE TRAIL FROM A RAILROAD SPIKE IN THE CENTER OF A
 RM0070'TRIANGULAR BLAZE ON A 12-INCH BIRCH TREE, 37.7 FEET SOUTH OF A
 RM0070'RAILROAD SPIKE DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE ON A
 RM0070'12-INCH BIRCH TREE, 75 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 RM0070'AND ABOUT 3 1/2 FEET ABOVE THE GROUND.  NOTE-- TREE IN WHICH
 RM0070'TABLET IS SET MAY BE DOWN.
 RM0070
 RM0070                          STATION RECOVERY (1950)
 RM0070
 RM0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 RM0070'MARK NOT FOUND.
 RM0070
 RM0070                          STATION RECOVERY (1976)
 RM0070
 RM0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RM0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0242 ***********************************************************************
 PL0242  DESIGNATION -  A 15
 PL0242  PID         -  PL0242
 PL0242  STATE/COUNTY-  MI/OSCEOLA
 PL0242  COUNTRY     -  US
 PL0242  USGS QUAD   -  LE ROY (2017)
 PL0242
 PL0242                         *CURRENT SURVEY CONTROL
 PL0242  ______________________________________________________________________
 PL0242* NAD 83(1986) POSITION- 44 06 22.10   (N) 085 27 29.50   (W)   HD_HELD1
 PL0242* NAVD 88 ORTHO HEIGHT -   371.826 (meters)     1219.90  (feet) ADJUSTED
 PL0242  ______________________________________________________________________
 PL0242  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 PL0242  DYNAMIC HEIGHT  -        371.769 (meters)     1219.71  (feet) COMP
 PL0242  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PL0242
 PL0242  VERT ORDER      -  FIRST     CLASS II
 PL0242
 PL0242.The horizontal coordinates were determined by differentially corrected
 PL0242.hand held GPS observations or other comparable positioning techniques
 PL0242.and have an estimated accuracy of +/- 3 meters.
 PL0242
 PL0242.The orthometric height was determined by differential leveling and
 PL0242.adjusted by the NATIONAL GEODETIC SURVEY
 PL0242.in June 1991.
 PL0242
 PL0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0242.GEOID18 height accuracy estimate available here.
 PL0242
 PL0242.Click photographs - Photos may exist for this station.
 PL0242
 PL0242.The dynamic height is computed by dividing the NAVD 88
 PL0242.geopotential number by the normal gravity value computed on the
 PL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0242.degrees latitude (g = 980.6199 gals.).
 PL0242
 PL0242.The modeled gravity was interpolated from observed gravity values.
 PL0242
 PL0242;                    North         East    Units  Estimated Accuracy
 PL0242;SPC MI C     -    88,316.7   5,912,609.9     MT  (+/- 3 meters HH1 GPS) 
 PL0242
 PL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2339284817(NAD 83)
 PL0242
 PL0242                          SUPERSEDED SURVEY CONTROL
 PL0242
 PL0242  NGVD 29 (??/??/92)  371.919  (m)         1220.20   (f) ADJ UNCH    1 2
 PL0242
 PL0242.Superseded values are not recommended for survey control.
 PL0242
 PL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0242.See file dsdata.pdf to determine how the superseded data were derived.
 PL0242
 PL0242_MARKER: P = PIPE CAP
 PL0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0242_STAMPING: ELEV 1220.204 FT A 15 1916
 PL0242_MARK LOGO: CGS
 PL0242_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0242+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0242
 PL0242  HISTORY     - Date     Condition        Report By
 PL0242  HISTORY     - 1916     MONUMENTED       CGS
 PL0242  HISTORY     - 1954     GOOD             CGS
 PL0242  HISTORY     - 19940903 GOOD             USPSQD
 PL0242  HISTORY     - 20010927 GOOD             USPSQD
 PL0242  HISTORY     - 20080326 GOOD             COLEM
 PL0242
 PL0242                          STATION DESCRIPTION
 PL0242
 PL0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PL0242'0.3 MI N FROM TUSTIN.
 PL0242'AT TUSTIN, 0.3 MILE NORTH OF THE PENNSYLVANIA RAILROAD
 PL0242'STATION, 1/8 MILE NORTH OF A CATTLE GUARD, 500 FEET NORTH OF
 PL0242'MILEPOST 320, 43.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 PL0242'AT THE WEST FENCE, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD
 PL0242'CAP, STAMPED ELEV. 1220.204 FT. A 15 1916 AND FASTENED ON THE
 PL0242'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 PL0242
 PL0242                          STATION RECOVERY (1994)
 PL0242
 PL0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0242'RECOVERED IN GOOD CONDITION.
 PL0242
 PL0242                          STATION RECOVERY (2001)
 PL0242
 PL0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0242'LOCATED BEHIND HOME OWNED BY DON DUNLAY AT 9230 NIELSON ROAD.
 PL0242
 PL0242                          STATION RECOVERY (2008)
 PL0242
 PL0242'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0242'RECOVERED IN GOOD CONDITION.  NOTE--THE ADDITIONAL TIES AS FOLLOWS,
 PL0242'45.5 FT (13.9 M) WEST OF WHITE PINE TRAIL CENTERLINE, 22.0 FT (6.7 M)
 PL0242'NORTHEAST OF THE NORTHEAST CORNER TO A GARAGE FOR HOUSE NUMBER 9230,
 PL0242'21.1 FT (6.4 M) NORTHWEST OF AN 18 INCH (46 CM) POPPLE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0342 ***********************************************************************
 RK0342  DESIGNATION -  A 150
 RK0342  PID         -  RK0342
 RK0342  STATE/COUNTY-  MI/MARQUETTE
 RK0342  COUNTRY     -  US
 RK0342  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0342
 RK0342                         *CURRENT SURVEY CONTROL
 RK0342  ______________________________________________________________________
 RK0342* NAD 83(1986) POSITION- 46 37 38.9    (N) 087 42 37.2    (W)   HD_HELD2
 RK0342* NAVD 88 ORTHO HEIGHT -   429.903 (meters)     1410.44  (feet) ADJUSTED
 RK0342  ______________________________________________________________________
 RK0342  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 RK0342  DYNAMIC HEIGHT  -        429.935 (meters)     1410.55  (feet) COMP
 RK0342  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 RK0342
 RK0342  VERT ORDER      -  SECOND    CLASS 0
 RK0342
 RK0342.The horizontal coordinates were established by autonomous hand held GPS
 RK0342.observations and have an estimated accuracy of +/- 10 meters.
 RK0342
 RK0342.The orthometric height was determined by differential leveling and
 RK0342.adjusted by the NATIONAL GEODETIC SURVEY
 RK0342.in June 1991.
 RK0342
 RK0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0342.GEOID18 height accuracy estimate available here.
 RK0342
 RK0342.Click photographs - Photos may exist for this station.
 RK0342
 RK0342.The dynamic height is computed by dividing the NAVD 88
 RK0342.geopotential number by the normal gravity value computed on the
 RK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0342.degrees latitude (g = 980.6199 gals.).
 RK0342
 RK0342.The modeled gravity was interpolated from observed gravity values.
 RK0342
 RK0342;                    North         East    Units  Estimated Accuracy
 RK0342;SPC MI N     -   205,211.    7,945,606.      MT  (+/- 10 meters HH2 GPS)
 RK0342
 RK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4562264012(NAD 83)
 RK0342
 RK0342                          SUPERSEDED SURVEY CONTROL
 RK0342
 RK0342  NGVD 29 (??/??/92)  429.858  (m)         1410.29   (f) ADJ UNCH    2 0
 RK0342
 RK0342.Superseded values are not recommended for survey control.
 RK0342
 RK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0342.See file dsdata.pdf to determine how the superseded data were derived.
 RK0342
 RK0342_MARKER: DB = BENCH MARK DISK
 RK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0342_STAMPING: A 150 1948
 RK0342_MARK LOGO: CGS
 RK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0342+STABILITY: SURFACE MOTION
 RK0342
 RK0342  HISTORY     - Date     Condition        Report By
 RK0342  HISTORY     - 1948     MONUMENTED       CGS
 RK0342  HISTORY     - 1985     GOOD             NGS
 RK0342  HISTORY     - 20080607 GOOD             GEOCAC
 RK0342
 RK0342                          STATION DESCRIPTION
 RK0342
 RK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0342'22.7 MI NW FROM MARQUETTE.
 RK0342'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0342'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0342'35, THENCE 5.0 MILES SOUTHWEST ALONG A SAND ROAD, 0.1 MILE
 RK0342'EAST OF THE JUNCTION WITH A DIM ROAD SOUTHWEST, 27 FEET
 RK0342'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST
 RK0342'OF A 10-INCH TRIANGULAR BLAZED PINE TREE, 6 FEET NORTHWEST
 RK0342'OF AN 8-INCH TRIANGULAR BLAZED PINE TREE, 2 FEET SOUTHEAST
 RK0342'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RK0342'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RK0342
 RK0342                          STATION RECOVERY (1985)
 RK0342
 RK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0342'RECOVERED IN GOOD CONDITION.
 RK0342
 RK0342                          STATION RECOVERY (2008)
 RK0342
 RK0342'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0590 ***********************************************************************
 RL0590  DESIGNATION -  A 151
 RL0590  PID         -  RL0590
 RL0590  STATE/COUNTY-  MI/BARAGA
 RL0590  COUNTRY     -  US
 RL0590  USGS QUAD   -  PELKIE (2017)
 RL0590
 RL0590                         *CURRENT SURVEY CONTROL
 RL0590  ______________________________________________________________________
 RL0590* NAD 83(1986) POSITION- 46 45 50.8    (N) 088 39 25.6    (W)   HD_HELD2
 RL0590* NAVD 88 ORTHO HEIGHT -   225.675 (meters)      740.40  (feet) ADJUSTED
 RL0590  ______________________________________________________________________
 RL0590  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 RL0590  DYNAMIC HEIGHT  -        225.690 (meters)      740.45  (feet) COMP
 RL0590  MODELED GRAVITY -    980,674.5   (mgal)                       NAVD 88
 RL0590
 RL0590  VERT ORDER      -  SECOND    CLASS 0
 RL0590
 RL0590.The horizontal coordinates were established by autonomous hand held GPS
 RL0590.observations and have an estimated accuracy of +/- 10 meters.
 RL0590
 RL0590.The orthometric height was determined by differential leveling and
 RL0590.adjusted by the NATIONAL GEODETIC SURVEY
 RL0590.in June 1991.
 RL0590
 RL0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0590.GEOID18 height accuracy estimate available here.
 RL0590
 RL0590.Click photographs - Photos may exist for this station.
 RL0590
 RL0590.The dynamic height is computed by dividing the NAVD 88
 RL0590.geopotential number by the normal gravity value computed on the
 RL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0590.degrees latitude (g = 980.6199 gals.).
 RL0590
 RL0590.The modeled gravity was interpolated from observed gravity values.
 RL0590
 RL0590;                    North         East    Units  Estimated Accuracy
 RL0590;SPC MI N     -   221,478.    7,873,430.      MT  (+/- 10 meters HH2 GPS)
 RL0590
 RL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7346480284(NAD 83)
 RL0590
 RL0590                          SUPERSEDED SURVEY CONTROL
 RL0590
 RL0590  NGVD 29 (??/??/92)  225.662  (m)          740.36   (f) ADJ UNCH    2 0
 RL0590
 RL0590.Superseded values are not recommended for survey control.
 RL0590
 RL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0590.See file dsdata.pdf to determine how the superseded data were derived.
 RL0590
 RL0590_MARKER: DB = BENCH MARK DISK
 RL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0590_STAMPING: A 151 1948
 RL0590_MARK LOGO: CGS
 RL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0590+STABILITY: SURFACE MOTION
 RL0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0590+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 RL0590
 RL0590  HISTORY     - Date     Condition        Report By
 RL0590  HISTORY     - 1948     MONUMENTED       CGS
 RL0590  HISTORY     - 1981     GOOD             MIDH
 RL0590  HISTORY     - 20040429 GOOD             GEOCAC
 RL0590
 RL0590                          STATION DESCRIPTION
 RL0590
 RL0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0590'4.8 MI E FROM ALSTON.
 RL0590'4.85 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 RL0590'ALSTON, AT A CROSS ROAD, ABOUT 0.3 MILE WEST OF THE EAST
 RL0590'BOUNDARY OF OTTOWA NATIONAL FOREST, 50 FEET SOUTH-SOUTHEAST OF
 RL0590'THE CENTER OF THE INTERSECTION, 41 FEET WEST OF THE WEST ONE
 RL0590'OF TWO TELEPHONE POLES, 17 FEET WEST OF A TRIANGULAR BLAZED
 RL0590'8-INCH ASPEN TREE, 23 FEET SOUTH-SOUTHEAST OF THE EAST END OF
 RL0590'A 16-INCH PIPE CULVERT UNDER ROAD SOUTH, 22 FEET EAST OF THE
 RL0590'CENTER LINE OF THE ROAD SOUTH, 39 FEET SOUTH OF THE CENTER LINE
 RL0590'OF THE HIGHWAY, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RL0590'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0590'PROJECTING 5 INCHES.
 RL0590
 RL0590                          STATION RECOVERY (1981)
 RL0590
 RL0590'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0590'4.85 MILES EAST ALONG STATE HIGHWAY M-3, FROM THE SCHOOL AT ALSTON
 RL0590'THENCE SOUTH ON GRAVEL ROAD FOR 0.10 MILES TO FOREST HUNTERS TRAIL
 RL0590'AND THE MARK ON THE LEFT. 25.5 FEET EAST OF THE NORTH -SOUTH GRAVEL
 RL0590'ROAD, 23 FEET SOUTH - SOUTHEAST OF THE EAST END OF A 16 INCH PIPE
 RL0590'CULVERT UNDER WOODS TRAIL (OLD M-35) , 39 FEET SOUTH OF THE PROLONGED
 RL0590'CENTERLINE OF THE WOODS TRAIL, 2 FEET WEST OF A METAL WITNESS POST,
 RL0590'ABOUT 1 FOOT ABOVE THE NORTH - SOUTH ROAD AND SET IN THE TOP OF A
 RL0590'CONCRETE POST PROJECTING 4 INCHES.
 RL0590
 RL0590                          STATION RECOVERY (2004)
 RL0590
 RL0590'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0590'NOTE - HWY 35 WAS ABANDONED, EXISTING ROAD IS HWY M-38 AND FOLLOWS A
 RL0590'DIFFERENT ALIGNMENT.
 RL0590'
 RL0590'4.8 MI E FROM ALSTON.
 RL0590'4.8 MILES EAST ALONG STATE HIGHWAY M-38 FROM THE JUNCTION WITH SOUTH
 RL0590'LAIRD ROAD AT ALSTON TO A CROSS ROAD, THENCE SOUTH (LEFT) ON GRAVEL
 RL0590'ROAD 0.10 MILES TO THE OLD HWY 35 GRADE AND THE MARK ON THE LEFT. IT
 RL0590'IS 25 FEET EAST OF THE N-S GRAVEL ROAD, 2 FEET WEST OF A METAL WITNESS
 RL0590'POST, ABOUT 1 FOOT ABOVE THE ROAD, PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0619 ***********************************************************************
 RL0619  DESIGNATION -  A 152
 RL0619  PID         -  RL0619
 RL0619  STATE/COUNTY-  MI/HOUGHTON
 RL0619  COUNTRY     -  US
 RL0619  USGS QUAD   -  NISULA (2017)
 RL0619
 RL0619                         *CURRENT SURVEY CONTROL
 RL0619  ______________________________________________________________________
 RL0619* NAD 83(1986) POSITION- 46 47 38.0    (N) 088 47 40.5    (W)   HD_HELD2
 RL0619* NAVD 88 ORTHO HEIGHT -   307.995 (meters)     1010.48  (feet) ADJUSTED
 RL0619  ______________________________________________________________________
 RL0619  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 RL0619  DYNAMIC HEIGHT  -        308.012 (meters)     1010.54  (feet) COMP
 RL0619  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 RL0619
 RL0619  VERT ORDER      -  SECOND    CLASS 0
 RL0619
 RL0619.The horizontal coordinates were established by autonomous hand held GPS
 RL0619.observations and have an estimated accuracy of +/- 10 meters.
 RL0619
 RL0619.The orthometric height was determined by differential leveling and
 RL0619.adjusted by the NATIONAL GEODETIC SURVEY
 RL0619.in June 1991.
 RL0619
 RL0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0619.GEOID18 height accuracy estimate available here.
 RL0619
 RL0619.Click photographs - Photos may exist for this station.
 RL0619
 RL0619.The dynamic height is computed by dividing the NAVD 88
 RL0619.geopotential number by the normal gravity value computed on the
 RL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0619.degrees latitude (g = 980.6199 gals.).
 RL0619
 RL0619.The modeled gravity was interpolated from observed gravity values.
 RL0619
 RL0619;                    North         East    Units  Estimated Accuracy
 RL0619;SPC MI N     -   225,016.    7,863,007.      MT  (+/- 10 meters HH2 GPS)
 RL0619
 RL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6304383823(NAD 83)
 RL0619
 RL0619                          SUPERSEDED SURVEY CONTROL
 RL0619
 RL0619  NGVD 29 (??/??/92)  307.978  (m)         1010.42   (f) ADJ UNCH    2 0
 RL0619
 RL0619.Superseded values are not recommended for survey control.
 RL0619
 RL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0619.See file dsdata.pdf to determine how the superseded data were derived.
 RL0619
 RL0619_MARKER: DB = BENCH MARK DISK
 RL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0619_STAMPING: A 152 1948
 RL0619_MARK LOGO: CGS
 RL0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0619+STABILITY: SURFACE MOTION
 RL0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0619+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 RL0619
 RL0619  HISTORY     - Date     Condition        Report By
 RL0619  HISTORY     - 1948     MONUMENTED       CGS
 RL0619  HISTORY     - 20041102 GOOD             GEOCAC
 RL0619
 RL0619                          STATION DESCRIPTION
 RL0619
 RL0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0619'2.4 MI NW FROM NISULA.
 RL0619'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0619'CEMETERY, THENCE ABOUT 2.0 MILES NORTH ALONG THE WINONA ROAD,
 RL0619'ABOUT 0.35 MILE SOUTH OF A BRIDGE OVER THE WEST BRANCH OF OTTER
 RL0619'RIVER, AT THE JUNCTION OF A ROAD EAST AND AT A HOUSE ON WEST
 RL0619'SIDE OF THE ROAD, 48 FEET WEST-NORTHWEST OF THE CENTER OF THE
 RL0619'JUNCTION, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 RL0619'SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 4 FEET EAST OF A
 RL0619'FENCE LINE, 5 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF
 RL0619'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RL0619'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0619
 RL0619                          STATION RECOVERY (2004)
 RL0619
 RL0619'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0619'ALONG PIKE LAKE ROAD, AT THE 'T' JUNCTION WITH NORTH LAIRD ROAD EAST.
 RL0619'41 FEET WEST OF THE CENTER LINE OF PIKE LAKE ROAD, 35 FT NORTH OF THE
 RL0619'C/L OF DRIVE WEST TO NO. 25993, 25 FT NORTH OF (PROJECTED WEST) C/L OF
 RL0619'ROAD EAST, 10.5 FT SOUTH OF POWER POLE 5135-19L25, 10.5 FT NW OF A
 RL0619'TELEPHONE CABLE JUNCTION BOX AND 6.5 FT NNW OF THE ANCHOR CABLE FOR
 RL0619'POLE AND 1 FOOT SOUTH OF A OLD WOODEN WITNESS POST IN POOR CONDITION.
 RL0619'
 RL0619'NOTE - THE HOUSE IS STILL THERE BUT NO GARAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0495 ***********************************************************************
 RL0495  DESIGNATION -  A 153
 RL0495  PID         -  RL0495
 RL0495  STATE/COUNTY-  MI/HOUGHTON
 RL0495  COUNTRY     -  US
 RL0495  USGS QUAD   -  DONKEN (2017)
 RL0495
 RL0495                         *CURRENT SURVEY CONTROL
 RL0495  ______________________________________________________________________
 RL0495* NAD 83(1986) POSITION- 46 56 42.01   (N) 088 47 23.31   (W)   HD_HELD1
 RL0495* NAVD 88 ORTHO HEIGHT -   406.663 (meters)     1334.19  (feet) ADJUSTED
 RL0495  ______________________________________________________________________
 RL0495  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 RL0495  DYNAMIC HEIGHT  -        406.707 (meters)     1334.34  (feet) COMP
 RL0495  MODELED GRAVITY -    980,710.2   (mgal)                       NAVD 88
 RL0495
 RL0495  VERT ORDER      -  FIRST     CLASS II
 RL0495
 RL0495.The horizontal coordinates were determined by differentially corrected
 RL0495.hand held GPS observations or other comparable positioning techniques
 RL0495.and have an estimated accuracy of +/- 3 meters.
 RL0495
 RL0495.The orthometric height was determined by differential leveling and
 RL0495.adjusted by the NATIONAL GEODETIC SURVEY
 RL0495.in June 1991.
 RL0495
 RL0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0495.GEOID18 height accuracy estimate available here.
 RL0495
 RL0495.Click photographs - Photos may exist for this station.
 RL0495
 RL0495.The dynamic height is computed by dividing the NAVD 88
 RL0495.geopotential number by the normal gravity value computed on the
 RL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0495.degrees latitude (g = 980.6199 gals.).
 RL0495
 RL0495.The modeled gravity was interpolated from observed gravity values.
 RL0495
 RL0495;                    North         East    Units  Estimated Accuracy
 RL0495;SPC MI N     -   241,802.1   7,863,750.5     MT  (+/- 3 meters HH1 GPS) 
 RL0495
 RL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT6379000607(NAD 83)
 RL0495
 RL0495                          SUPERSEDED SURVEY CONTROL
 RL0495
 RL0495  NGVD 29 (??/??/92)  406.653  (m)         1334.16   (f) ADJ UNCH    1 2
 RL0495
 RL0495.Superseded values are not recommended for survey control.
 RL0495
 RL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0495.See file dsdata.pdf to determine how the superseded data were derived.
 RL0495
 RL0495_MARKER: DB = BENCH MARK DISK
 RL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0495_STAMPING: A 153 1948
 RL0495_MARK LOGO: CGS
 RL0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0495+STABILITY: SURFACE MOTION
 RL0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0495+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0495
 RL0495  HISTORY     - Date     Condition        Report By
 RL0495  HISTORY     - 1948     MONUMENTED       CGS
 RL0495  HISTORY     - 19960710 GOOD             MIDT
 RL0495  HISTORY     - 20070701 GOOD             GEOCAC
 RL0495  HISTORY     - 20140812 GOOD             MIDT
 RL0495
 RL0495                          STATION DESCRIPTION
 RL0495
 RL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0495'4.2 MI SW FROM TOIVOLA.
 RL0495'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 RL0495'AT TOIVOLA, ABOUT 0.25 MILE NORTHEAST OF THE CHURCH AND ROAD
 RL0495'JUNCTION AT DONKEN, AT A ROAD SOUTHEAST TO AN IMITATION BRICK
 RL0495'HOUSE, 79 FEET SOUTH OF THE CENTER OF THE JUNCTION, 42 FEET
 RL0495'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH
 RL0495'OF A HIGHWAY R/W MARKER POST, 8 FEET NORTHWEST OF A TELEPHONE
 RL0495'POLE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0495'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0495'PROJECTING 4 INCHES.
 RL0495
 RL0495                          STATION RECOVERY (1996)
 RL0495
 RL0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0495'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) SOUTHWEST ALONG STATE
 RL0495'HIGHWAY M-26 FROM TOIVOLA.  TO REACH FROM THE POST OFFICE IN TOIVOLA
 RL0495'GO SOUTHWEST ALONG M-26 6.709 KM (4.15 MI) TO THE MARK ON THE LEFT.
 RL0495'STATION IS 20.1 M (65.9 FT) SOUTHWEST FROM THE CENTERLINE OF A
 RL0495'DRIVEWAY, 13.0 M (42.7 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 RL0495'HIGHWAY, 3.8 M (12.5 FT) NORTHWEST FROM A SUBSURFACE TELEPHONE CABLE
 RL0495'JUNCTION BOX, 1.1 M (3.6 FT) SOUTHWEST FROM A 5 CM SPRUCE TREE, 1.0 M
 RL0495'(3.3 FT) SOUTHEAST OF THE TOP OF THE BACK SLOPE, 0.33 M (1.08 FT)
 RL0495'SOUTH OF A CARSONITE WITNESS POST, ABOUT 0.02M ABOVE THE LEVEL OF THE
 RL0495'GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 RL0495
 RL0495                          STATION RECOVERY (2007)
 RL0495
 RL0495'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 RL0495'RECOVERED IN GOOD CONDITION.
 RL0495
 RL0495                          STATION RECOVERY (2014)
 RL0495
 RL0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0677 ***********************************************************************
 RL0677  DESIGNATION -  A 154
 RL0677  PID         -  RL0677
 RL0677  STATE/COUNTY-  MI/HOUGHTON
 RL0677  COUNTRY     -  US
 RL0677  USGS QUAD   -  VISTA FALLS (2017)
 RL0677
 RL0677                         *CURRENT SURVEY CONTROL
 RL0677  ______________________________________________________________________
 RL0677* NAD 83(1986) POSITION- 46 40 45.2    (N) 088 50 58.6    (W)   HD_HELD2
 RL0677* NAVD 88 ORTHO HEIGHT -   363.655 (meters)     1193.09  (feet) ADJUSTED
 RL0677  ______________________________________________________________________
 RL0677  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 RL0677  DYNAMIC HEIGHT  -        363.673 (meters)     1193.15  (feet) COMP
 RL0677  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 RL0677
 RL0677  VERT ORDER      -  SECOND    CLASS 0
 RL0677
 RL0677.The horizontal coordinates were established by autonomous hand held GPS
 RL0677.observations and have an estimated accuracy of +/- 10 meters.
 RL0677
 RL0677.The orthometric height was determined by differential leveling and
 RL0677.adjusted by the NATIONAL GEODETIC SURVEY
 RL0677.in June 1991.
 RL0677
 RL0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0677.GEOID18 height accuracy estimate available here.
 RL0677
 RL0677.Click photographs - Photos may exist for this station.
 RL0677
 RL0677.The dynamic height is computed by dividing the NAVD 88
 RL0677.geopotential number by the normal gravity value computed on the
 RL0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0677.degrees latitude (g = 980.6199 gals.).
 RL0677
 RL0677.The modeled gravity was interpolated from observed gravity values.
 RL0677
 RL0677;                    North         East    Units  Estimated Accuracy
 RL0677;SPC MI N     -   212,370.    7,858,510.      MT  (+/- 10 meters HH2 GPS)
 RL0677
 RL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5854471179(NAD 83)
 RL0677
 RL0677                          SUPERSEDED SURVEY CONTROL
 RL0677
 RL0677  NGVD 29 (??/??/92)  363.644  (m)         1193.06   (f) ADJ UNCH    2 0
 RL0677
 RL0677.Superseded values are not recommended for survey control.
 RL0677
 RL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0677.See file dsdata.pdf to determine how the superseded data were derived.
 RL0677
 RL0677_MARKER: DB = BENCH MARK DISK
 RL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0677_STAMPING: A 154 1948
 RL0677_MARK LOGO: CGS
 RL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0677+STABILITY: SURFACE MOTION
 RL0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0677+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 RL0677
 RL0677  HISTORY     - Date     Condition        Report By
 RL0677  HISTORY     - 1948     MONUMENTED       CGS
 RL0677  HISTORY     - 20040524 GOOD             GEOCAC
 RL0677  HISTORY     - 20080812 GOOD             GEOCAC
 RL0677
 RL0677                          STATION DESCRIPTION
 RL0677
 RL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0677'5.4 MI E FROM PORI.
 RL0677'5.4 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0677'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT PORI, ABOUT
 RL0677'0.3 MILE NORTHWEST OF A 25-FOOT WOODEN BRIDGE, ABOUT 0.25 MILE
 RL0677'EAST OF A ROAD SOUTH TO KENTON, AT A CURVE IN THE ROAD WITH
 RL0677'TANGENTS SOUTHEAST AND WEST AND A DIM ROAD EAST, 153 FEET WEST
 RL0677'OF THE CENTER LINE OF A DIM ROAD NORTH OFF DIM ROAD EAST, 67 FEET
 RL0677'NORTHEAST OF THE CENTER OF THE JUNCTION, 29 FEET NORTH OF THE
 RL0677'CENTER LINE OF THE ROAD EAST, 6 FEET WEST OF A TWIN TRIANGULAR
 RL0677'BLAZED 22-INCH MAPLE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 RL0677'WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0677'CONCRETE POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM
 RL0677'THE SCHOOL AT ALSTON, HOUGHTON COUNTY BY GOING 0.05 MILE WEST
 RL0677'ALONG STATE HIGHWAY 35, THENCE ABOUT 5.95 MILES SOUTH ALONG
 RL0677'A GRAVEL ROAD, THENCE ABOUT 4.35 MILES WEST ALONG A ROAD TO
 RL0677'PORI.
 RL0677
 RL0677                          STATION RECOVERY (2004)
 RL0677
 RL0677'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0677'IT IS 2 FT N-NW OF THE MWP+SIGN.
 RL0677
 RL0677                          STATION RECOVERY (2008)
 RL0677
 RL0677'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0329 ***********************************************************************
 RK0329  DESIGNATION -  A 155
 RK0329  PID         -  RK0329
 RK0329  STATE/COUNTY-  MI/MARQUETTE
 RK0329  COUNTRY     -  US
 RK0329  USGS QUAD   -  DIORITE (2017)
 RK0329
 RK0329                         *CURRENT SURVEY CONTROL
 RK0329  ______________________________________________________________________
 RK0329* NAD 83(1986) POSITION- 46 34 05.     (N) 087 45 00.     (W)   SCALED
 RK0329* NAVD 88 ORTHO HEIGHT -   428.329 (meters)     1405.28  (feet) ADJUSTED
 RK0329  ______________________________________________________________________
 RK0329  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 RK0329  DYNAMIC HEIGHT  -        428.351 (meters)     1405.35  (feet) COMP
 RK0329  MODELED GRAVITY -    980,652.1   (mgal)                       NAVD 88
 RK0329
 RK0329  VERT ORDER      -  SECOND    CLASS 0
 RK0329
 RK0329.The horizontal coordinates were scaled from a map and have
 RK0329.an estimated accuracy of +/- 6 seconds.
 RK0329
 RK0329.The orthometric height was determined by differential leveling and
 RK0329.adjusted by the NATIONAL GEODETIC SURVEY
 RK0329.in June 1991.
 RK0329
 RK0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0329.GEOID18 height accuracy estimate available here.
 RK0329
 RK0329.Click photographs - Photos may exist for this station.
 RK0329
 RK0329.The dynamic height is computed by dividing the NAVD 88
 RK0329.geopotential number by the normal gravity value computed on the
 RK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0329.degrees latitude (g = 980.6199 gals.).
 RK0329
 RK0329.The modeled gravity was interpolated from observed gravity values.
 RK0329
 RK0329;                    North         East    Units  Estimated Accuracy
 RK0329;SPC MI N     -   198,640.    7,942,510.      MT  (+/- 180 meters Scaled)
 RK0329
 RK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS425574(NAD 83)
 RK0329
 RK0329                          SUPERSEDED SURVEY CONTROL
 RK0329
 RK0329  NGVD 29 (??/??/92)  428.276  (m)         1405.10   (f) ADJ UNCH    2 0
 RK0329
 RK0329.Superseded values are not recommended for survey control.
 RK0329
 RK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0329.See file dsdata.pdf to determine how the superseded data were derived.
 RK0329
 RK0329_MARKER: DB = BENCH MARK DISK
 RK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0329_STAMPING: A 155 1948
 RK0329_MARK LOGO: CGS
 RK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0329+STABILITY: SURFACE MOTION
 RK0329
 RK0329  HISTORY     - Date     Condition        Report By
 RK0329  HISTORY     - 1948     MONUMENTED       CGS
 RK0329  HISTORY     - 1985     GOOD             NGS
 RK0329
 RK0329                          STATION DESCRIPTION
 RK0329
 RK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0329'11.9 MI NW FROM ISHPEMING.
 RK0329'4.2 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 RK0329'NORTH SECOND STREET IN ISHPEMING, THENCE 1.8 MILES NORTHWEST
 RK0329'AND NORTH ALONG OLD HIGHWAY 41 THENCE 4.55 MILES NORTH ALONG
 RK0329'A GRAVEL ROAD, THENCE 1.35 MILES NORTHEAST ALONG A VERY DIM
 RK0329'TRAIL, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A DIM ROAD EAST,
 RK0329'IN A SMALL CLEARING, ABOUT 300 FEET NORTH OF THE BOTTOM OF A
 RK0329'SHORT STEEP GRADE, 25 FEET NORTH OF A LARGE ROTTEN STUMP, 20
 RK0329'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE
 RK0329'WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 RK0329'OF A CONCRETE POST PROJECTING 5 INCHES.  THIS MARK CAN ALSO
 RK0329'BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND NORTH
 RK0329'SECOND STREET IN ISHPEMING BY GOING NORTH ON SECOND STREET
 RK0329'EXTENSION ABOUT 9.6 MILES TO THE JUNCTION WITH A DIM ROAD
 RK0329'SOUTHWEST, THENCE SOUTHWEST 1.05 MILES TO THE SITE OF THE MARK.
 RK0329
 RK0329                          STATION RECOVERY (1985)
 RK0329
 RK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0291 ***********************************************************************
 RK0291  DESIGNATION -  A 156
 RK0291  PID         -  RK0291
 RK0291  STATE/COUNTY-  MI/MARQUETTE
 RK0291  COUNTRY     -  US
 RK0291  USGS QUAD   -  NEGAUNEE (2017)
 RK0291
 RK0291                         *CURRENT SURVEY CONTROL
 RK0291  ______________________________________________________________________
 RK0291* NAD 83(1986) POSITION- 46 32 14.     (N) 087 32 02.     (W)   SCALED
 RK0291* NAVD 88 ORTHO HEIGHT -   422.990 (meters)     1387.76  (feet) ADJUSTED
 RK0291  ______________________________________________________________________
 RK0291  GEOID HEIGHT    -        -34.228 (meters)                     GEOID18
 RK0291  DYNAMIC HEIGHT  -        423.018 (meters)     1387.85  (feet) COMP
 RK0291  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 RK0291
 RK0291  VERT ORDER      -  FIRST     CLASS II
 RK0291
 RK0291.The horizontal coordinates were scaled from a map and have
 RK0291.an estimated accuracy of +/- 6 seconds.
 RK0291
 RK0291.The orthometric height was determined by differential leveling and
 RK0291.adjusted by the NATIONAL GEODETIC SURVEY
 RK0291.in June 1991.
 RK0291
 RK0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0291.GEOID18 height accuracy estimate available here.
 RK0291
 RK0291.Click photographs - Photos may exist for this station.
 RK0291
 RK0291.The dynamic height is computed by dividing the NAVD 88
 RK0291.geopotential number by the normal gravity value computed on the
 RK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0291.degrees latitude (g = 980.6199 gals.).
 RK0291
 RK0291.The modeled gravity was interpolated from observed gravity values.
 RK0291
 RK0291;                    North         East    Units  Estimated Accuracy
 RK0291;SPC MI N     -   195,070.    7,959,050.      MT  (+/- 180 meters Scaled)
 RK0291
 RK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS590538(NAD 83)
 RK0291
 RK0291                          SUPERSEDED SURVEY CONTROL
 RK0291
 RK0291  NGVD 29 (??/??/92)  422.935  (m)         1387.58   (f) ADJ UNCH    1 2
 RK0291
 RK0291.Superseded values are not recommended for survey control.
 RK0291
 RK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0291.See file dsdata.pdf to determine how the superseded data were derived.
 RK0291
 RK0291_MARKER: DB = BENCH MARK DISK
 RK0291_SETTING: 66 = SET IN ROCK OUTCROP
 RK0291_STAMPING: A 156 1948
 RK0291_MARK LOGO: CGS
 RK0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0291+STABILITY: POSITION/ELEVATION WELL
 RK0291
 RK0291  HISTORY     - Date     Condition        Report By
 RK0291  HISTORY     - 1948     MONUMENTED       CGS
 RK0291  HISTORY     - 1985     GOOD             NGS
 RK0291
 RK0291                          STATION DESCRIPTION
 RK0291
 RK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0291'7.2 MI W FROM MARQUETTE.
 RK0291'7.15 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0291'MARQUETTE, 1.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 35,
 RK0291'SET IN THE TOP OF THE NORTHEAST END OF A LARGE ROCK OUTCROP
 RK0291'AT A ONE STORY WHITE HOUSE, 32 FEET NORTHWEST OF THE CENTER
 RK0291'LINE OF THE HIGHWAY, 51 FEET WEST OF THE NORTHWEST END OF A
 RK0291'PIPE CULVERT WITH STONE HEAD WALLS, 85 FEET NORTHEAST OF THE
 RK0291'CENTER LINE OF A DRIVE TO THE WHITE HOUSE, 5 FEET SOUTHWEST
 RK0291'OF THE EXTENDED CENTER LINE OF A DRIVE WAY SOUTHEAST TO A TAR
 RK0291'PAPER HOUSE, ABOUT LEVEL WITH THE HIGHWAY.
 RK0291
 RK0291                          STATION RECOVERY (1985)
 RK0291
 RK0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0269 ***********************************************************************
 RK0269  DESIGNATION -  A 157
 RK0269  PID         -  RK0269
 RK0269  STATE/COUNTY-  MI/MARQUETTE
 RK0269  COUNTRY     -  US
 RK0269  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0269
 RK0269                         *CURRENT SURVEY CONTROL
 RK0269  ______________________________________________________________________
 RK0269* NAD 83(1986) POSITION- 46 44 34.     (N) 087 43 49.     (W)   SCALED
 RK0269* NAVD 88 ORTHO HEIGHT -   295.187 (meters)      968.46  (feet) ADJUSTED
 RK0269  ______________________________________________________________________
 RK0269  GEOID HEIGHT    -        -34.824 (meters)                     GEOID18
 RK0269  DYNAMIC HEIGHT  -        295.208 (meters)      968.53  (feet) COMP
 RK0269  MODELED GRAVITY -    980,679.6   (mgal)                       NAVD 88
 RK0269
 RK0269  VERT ORDER      -  SECOND    CLASS 0
 RK0269
 RK0269.The horizontal coordinates were scaled from a map and have
 RK0269.an estimated accuracy of +/- 6 seconds.
 RK0269
 RK0269.The orthometric height was determined by differential leveling and
 RK0269.adjusted by the NATIONAL GEODETIC SURVEY
 RK0269.in June 1991.
 RK0269
 RK0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0269.GEOID18 height accuracy estimate available here.
 RK0269
 RK0269.Click photographs - Photos may exist for this station.
 RK0269
 RK0269.The dynamic height is computed by dividing the NAVD 88
 RK0269.geopotential number by the normal gravity value computed on the
 RK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0269.degrees latitude (g = 980.6199 gals.).
 RK0269
 RK0269.The modeled gravity was interpolated from observed gravity values.
 RK0269
 RK0269;                    North         East    Units  Estimated Accuracy
 RK0269;SPC MI N     -   218,040.    7,944,200.      MT  (+/- 180 meters Scaled)
 RK0269
 RK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS442768(NAD 83)
 RK0269
 RK0269                          SUPERSEDED SURVEY CONTROL
 RK0269
 RK0269  NGVD 29 (??/??/92)  295.141  (m)          968.31   (f) ADJ UNCH    2 0
 RK0269
 RK0269.Superseded values are not recommended for survey control.
 RK0269
 RK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0269.See file dsdata.pdf to determine how the superseded data were derived.
 RK0269
 RK0269_MARKER: DB = BENCH MARK DISK
 RK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0269_STAMPING: A 157 1948
 RK0269_MARK LOGO: CGS
 RK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0269+STABILITY: SURFACE MOTION
 RK0269
 RK0269  HISTORY     - Date     Condition        Report By
 RK0269  HISTORY     - 1948     MONUMENTED       CGS
 RK0269  HISTORY     - 1952     POOR             USGS
 RK0269
 RK0269                          STATION DESCRIPTION
 RK0269
 RK0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0269'7.4 MI S FROM BIG BAY.
 RK0269'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM POWELL SCHOOL IN
 RK0269'BIG BAY, THENCE 2.75 MILES SOUTHWEST ALONG COUNTY ROAD 510,
 RK0269'THENCE 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 35, 0.1 MILE
 RK0269'NORTH OF THE BRIDGE OVER LOST CREEK, IN THE NORTHEAST CORNER
 RK0269'OF THE INTERSECTION WITH A ROAD EAST, 38 FEET EAST OF THE CENTER
 RK0269'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE
 RK0269'ROAD EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RK0269'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 RK0269'CONCRETE POST PROJECTING 6-INCHES.  NOTE-- THE USGS REPORT OF
 RK0269'AUGUST 1952 STATES THAT THE BENCH MARK HAD BEEN BROKEN BY A
 RK0269'ROAD GRADER.  THE TOP 18 INCHES WAS LEANING 45 DEGREES.  THE
 RK0269'GROOVES WERE FITTED TOGETHER AND THE DIRT TAMPED AROUND THE
 RK0269'MARK.  IT IS SATISFACTORY FOR PLANE TABLE SURVEYS, BUT DOUBTFUL
 RK0269'FOR PRECISE LEVELS.
 RK0269
 RK0269                          STATION RECOVERY (1952)
 RK0269
 RK0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RK0269'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0009 ***********************************************************************
 NG0009  DESIGNATION -  A 158
 NG0009  PID         -  NG0009
 NG0009  STATE/COUNTY-  MI/ALLEGAN
 NG0009  COUNTRY     -  US
 NG0009  USGS QUAD   -  HAMILTON WEST (2017)
 NG0009
 NG0009                         *CURRENT SURVEY CONTROL
 NG0009  ______________________________________________________________________
 NG0009* NAD 83(2011) POSITION- 42 43 45.21542(N) 086 05 19.28161(W)   ADJUSTED
 NG0009* NAD 83(2011) ELLIP HT-   174.592 (meters)        (06/27/12)   ADJUSTED
 NG0009* NAD 83(2011) EPOCH   -  2010.00
 NG0009* NAVD 88 ORTHO HEIGHT -   207.986 (meters)      682.37  (feet) ADJUSTED
 NG0009  ______________________________________________________________________
 NG0009  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 NG0009  NAD 83(2011) X  -    320,088.953 (meters)                     COMP
 NG0009  NAD 83(2011) Y  - -4,681,614.464 (meters)                     COMP
 NG0009  NAD 83(2011) Z  -  4,305,572.528 (meters)                     COMP
 NG0009  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 NG0009  DYNAMIC HEIGHT  -        207.933 (meters)      682.19  (feet) COMP
 NG0009  MODELED GRAVITY -    980,363.5   (mgal)                       NAVD 88
 NG0009
 NG0009  VERT ORDER      -  FIRST     CLASS II
 NG0009
 NG0009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0009  Standards:
 NG0009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0009  -------------------------------------------------------------------
 NG0009  NETWORK    0.65   1.35           0.29   0.24   0.69      0.02014651
 NG0009  -------------------------------------------------------------------
 NG0009  Click here for local accuracies and other accuracy information.
 NG0009
 NG0009.The horizontal coordinates were established by GPS observations
 NG0009.and adjusted by the National Geodetic Survey in June 2012.
 NG0009
 NG0009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0009.been affixed to the stable North American tectonic plate. See 
 NG0009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0009
 NG0009.The horizontal coordinates are valid at the epoch date displayed above
 NG0009.which is a decimal equivalence of Year/Month/Day.
 NG0009
 NG0009.The orthometric height was determined by differential leveling and
 NG0009.adjusted by the NATIONAL GEODETIC SURVEY
 NG0009.in June 1991.
 NG0009
 NG0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0009.GEOID18 height accuracy estimate available here.
 NG0009
 NG0009.Click photographs - Photos may exist for this station.
 NG0009
 NG0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0009
 NG0009.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0009
 NG0009.The ellipsoidal height was determined by GPS observations
 NG0009.and is referenced to NAD 83.
 NG0009
 NG0009.The dynamic height is computed by dividing the NAVD 88
 NG0009.geopotential number by the normal gravity value computed on the
 NG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0009.degrees latitude (g = 980.6199 gals.).
 NG0009
 NG0009.The modeled gravity was interpolated from observed gravity values.
 NG0009
 NG0009. The following values were computed from the NAD 83(2011) position.
 NG0009
 NG0009;                    North         East     Units Scale Factor Converg.
 NG0009;SPC MI S     -   137,981.163 3,858,992.048   MT  0.99991056   -1 10 18.8
 NG0009;SPC MI S     -   452,694.10 12,660,735.07   iFT  0.99991056   -1 10 18.8
 NG0009;UTM  16      - 4,731,149.173   574,605.020   MT  0.99966848   +0 37 06.2
 NG0009
 NG0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0009!SPC MI S     -   0.99997262  x   0.99991056  =   0.99988318
 NG0009!UTM  16      -   0.99997262  x   0.99966848  =   0.99964111
 NG0009
 NG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7460531149(NAD 83)
 NG0009
 NG0009                          SUPERSEDED SURVEY CONTROL
 NG0009
 NG0009  NAD 83(2007)-  42 43 45.21555(N)    086 05 19.28215(W) AD(2002.00) 0
 NG0009  ELLIP H (02/10/07)  174.611  (m)                       GP(2002.00)    
 NG0009  ELLIP H (07/17/02)  174.619  (m)                       GP(       ) 4 1
 NG0009  NAD 83(1994)-  42 43 45.21533(N)    086 05 19.28236(W) AD(       ) 1
 NG0009  ELLIP H (05/11/00)  174.642  (m)                       GP(       ) 4 1
 NG0009  NAD 83(1994)-  42 43 45.21589(N)    086 05 19.28383(W) AD(       ) 1
 NG0009  ELLIP H (02/03/97)  174.641  (m)                       GP(       ) 4 1
 NG0009  NAD 83(1991)-  42 43 45.21673(N)    086 05 19.29500(W) AD(       ) 1
 NG0009  NAVD 88             207.98   (m)          682.3    (f) LEVELING    3  
 NG0009  NAVD 88             207.99   (m)          682.4    (f) LEVELING    3  
 NG0009  NGVD 29 (??/??/92)  208.273  (m)          683.31   (f) ADJ UNCH    1 2
 NG0009
 NG0009.Superseded values are not recommended for survey control.
 NG0009
 NG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0009.See file dsdata.pdf to determine how the superseded data were derived.
 NG0009
 NG0009_MARKER: DB = BENCH MARK DISK
 NG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0009_STAMPING: A 158 1948
 NG0009_MARK LOGO: CGS
 NG0009_PROJECTION: PROJECTING 18 CENTIMETERS
 NG0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0009+STABILITY: SURFACE MOTION
 NG0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0009+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2018
 NG0009
 NG0009  HISTORY     - Date     Condition        Report By
 NG0009  HISTORY     - 1948     MONUMENTED       CGS
 NG0009  HISTORY     - 1984     GOOD             NGS
 NG0009  HISTORY     - 1988     GOOD             USPSQD
 NG0009  HISTORY     - 19940217 GOOD             MIDT
 NG0009  HISTORY     - 19950817 GOOD             USPSQD
 NG0009  HISTORY     - 19990810 GOOD             NGS
 NG0009  HISTORY     - 20180607 POOR             HEI
 NG0009
 NG0009                          STATION DESCRIPTION
 NG0009
 NG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0009'3.2 MI N FROM EAST SAUGATUCK.
 NG0009'ABOUT 3.25 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NG0009'THE BLACK TOP ROAD CROSSING AT EAST SAUGATUCK, AT AN EAST-WEST
 NG0009'ROAD CROSSING, 136 FEET EAST OF THE EAST RAIL OF THE TRACK,
 NG0009'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 160 FEET NORTHEAST
 NG0009'AND ACROSS THE TRACK FROM SIGNAL LIGHT NO. 296, 21 FEET WEST OF
 NG0009'A 24-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NG0009'ABOUT 6 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD AND SET
 NG0009'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NG0009
 NG0009                          STATION RECOVERY (1984)
 NG0009
 NG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0009'(0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0009'IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE STREET,
 NG0009'THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE 1.2 KM
 NG0009'(0.75 MI) SOUTH ALONG 56TH STREET, THENCE 0.5 KM (0.35 MI) EAST ALONG
 NG0009'143RD AVENUE, AT THE CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD
 NG0009'TRACKS, 0.2 KM (0.1 MI) WEST OF AN ARCH OVER A DRIVEWAY LEADING NORTH
 NG0009'TO THE N.R.W. RANCH, 41.94 METERS (137.6 FT) EAST OF THE EAST RAIL,
 NG0009'AND 9.02 METERS (29.6 FT) SOUTH OF THE CENTERLINE OF 143RD AVENUE.
 NG0009'THE MARK IS 0.27 METERS  W FROM A WITNESS POST.
 NG0009'THE MARK IS 0.46 M BELOW 143RD AVENUE.
 NG0009
 NG0009                          STATION RECOVERY (1988)
 NG0009
 NG0009'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0009'RECOVERED IN GOOD CONDITION.
 NG0009
 NG0009                          STATION RECOVERY (1994)
 NG0009
 NG0009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NG0009'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0009'IT IS IN THE SOUTHWEST 1/4 SECTION 16, T-4-N, R-15-W, FILLMORE
 NG0009'TOWNSHIP.  ABOUT 6.5 MILES NORTH FROM HAMILTON, 6.0 MILES NORTHEAST
 NG0009'FROM NEW RICHMOND, AND 2.5 MILES SOUTH FROM HOLLAND. TO REACH FROM THE
 NG0009'INTERCHANGE OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD A-2 (BLUE STAR
 NG0009'HIGHWAY), ABOUT 3 MILES NORTHEAST OF SAUGATUCK, GO NORTHEAST ALONG
 NG0009'COUNTY ROAD A-2 FOR .3 MILE TO 136TH AVENUE. GO EAST ALONG 136TH
 NG0009'AVENUE FOR 3.8 MILES TO 56TH STREET. GO NORTH ALONG 56TH STREET FOR
 NG0009'3.3 MILES TO 143RD AVENUE. GO EAST ALONG 143RD AVENUE FOR 0.35 MILE
 NG0009'JUST PAST THE RAILROAD TRACKS, TO THE STATION ON THE RIGHT AS
 NG0009'DESCRIBED. STATION IS 166 FEET WEST FROM A 10 INCH DIAMETER PINE TREE,
 NG0009'141.6 FEET EAST FROM EAST RAIL OF RAILROAD TRACKS 107 FEET SOUTHEAST
 NG0009'FROM A LIGHT POLE, 28.7 FEET SOUTH FROM CENTER OF 143RD STREET AND 1
 NG0009'FOOT WEST FROM A CARSONITE MARKER.
 NG0009
 NG0009                          STATION RECOVERY (1995)
 NG0009
 NG0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0009'RECOVERED IN GOOD CONDITION.
 NG0009
 NG0009                          STATION RECOVERY (1999)
 NG0009
 NG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0009'RECOVERED AS DESCRIBED.
 NG0009
 NG0009                          STATION RECOVERY (2018)
 NG0009
 NG0009'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 NG0009'CONCRETE POST FOUND LEANING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0908 ***********************************************************************
 NF0908  DESIGNATION -  A 159
 NF0908  PID         -  NF0908
 NF0908  STATE/COUNTY-  MI/ALLEGAN
 NF0908  COUNTRY     -  US
 NF0908  USGS QUAD   -  WAYLAND (2017)
 NF0908
 NF0908                         *CURRENT SURVEY CONTROL
 NF0908  ______________________________________________________________________
 NF0908* NAD 83(1986) POSITION- 42 43 31.9    (N) 085 42 43.9    (W)   HD_HELD2
 NF0908* NAVD 88 ORTHO HEIGHT -   217.639 (meters)      714.04  (feet) ADJUSTED
 NF0908  ______________________________________________________________________
 NF0908  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 NF0908  DYNAMIC HEIGHT  -        217.580 (meters)      713.84  (feet) COMP
 NF0908  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 NF0908
 NF0908  VERT ORDER      -  SECOND    CLASS 0
 NF0908
 NF0908.The horizontal coordinates were established by autonomous hand held GPS
 NF0908.observations and have an estimated accuracy of +/- 10 meters.
 NF0908
 NF0908.The orthometric height was determined by differential leveling and
 NF0908.adjusted by the NATIONAL GEODETIC SURVEY
 NF0908.in June 1991.
 NF0908
 NF0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0908.GEOID18 height accuracy estimate available here.
 NF0908
 NF0908.Click photographs - Photos may exist for this station.
 NF0908
 NF0908.The dynamic height is computed by dividing the NAVD 88
 NF0908.geopotential number by the normal gravity value computed on the
 NF0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0908.degrees latitude (g = 980.6199 gals.).
 NF0908
 NF0908.The modeled gravity was interpolated from observed gravity values.
 NF0908
 NF0908;                    North         East    Units  Estimated Accuracy
 NF0908;SPC MI S     -   137,009.    3,889,812.      MT  (+/- 10 meters HH2 GPS)
 NF0908
 NF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0543331139(NAD 83)
 NF0908
 NF0908                          SUPERSEDED SURVEY CONTROL
 NF0908
 NF0908  NGVD 29 (??/??/92)  217.771  (m)          714.47   (f) ADJ UNCH    2 0
 NF0908
 NF0908.Superseded values are not recommended for survey control.
 NF0908
 NF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0908.See file dsdata.pdf to determine how the superseded data were derived.
 NF0908
 NF0908_MARKER: DB = BENCH MARK DISK
 NF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0908_STAMPING: A 159 1948
 NF0908_MARK LOGO: CGS
 NF0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0908+STABILITY: SURFACE MOTION
 NF0908
 NF0908  HISTORY     - Date     Condition        Report By
 NF0908  HISTORY     - 1948     MONUMENTED       CGS
 NF0908  HISTORY     - 1987     GOOD             USPSQD
 NF0908  HISTORY     - 1989     GOOD             USPSQD
 NF0908  HISTORY     - 1991     GOOD             USPSQD
 NF0908  HISTORY     - 20070318 MARK NOT FOUND   GEOCAC
 NF0908
 NF0908                          STATION DESCRIPTION
 NF0908
 NF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0908'0.7 MI E FROM DORR.
 NF0908'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0908'CENTRAL RAILROAD STATION AT DORR, ABOUT 0.5 MILE EAST OF THE
 NF0908'INTERSECTION OF COUNTY ROAD 25 AT DORR, SET AT THE SOUTHEAST
 NF0908'CORNER OF A LARGE CEMETERY, 45 FEET NORTH OF THE CENTER LINE OF
 NF0908'THE ROAD, 10 FEET WEST-NORTHWEST OF THE CENTER LINE OF A DRIVE
 NF0908'TO A 1-STORY FARM HOUSE ON NORTH SIDE OF ROAD, 12 FEET NORTH
 NF0908'OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE, 1 FOOT EAST OF THE
 NF0908'NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WTINESS
 NF0908'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0908'POST PROJECTING 3 INCHES.
 NF0908
 NF0908                          STATION RECOVERY (1987)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0908'RECOVERED IN GOOD CONDITION.
 NF0908
 NF0908                          STATION RECOVERY (1989)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0908'RECOVERED IN GOOD CONDITION.
 NF0908
 NF0908                          STATION RECOVERY (1991)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0908'RECOVERED IN GOOD CONDITION.
 NF0908
 NF0908                          STATION RECOVERY (2007)
 NF0908
 NF0908'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0908'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0271 ***********************************************************************
 OK0271  DESIGNATION -  A 16
 OK0271  PID         -  OK0271
 OK0271  STATE/COUNTY-  MI/MECOSTA
 OK0271  COUNTRY     -  US
 OK0271  USGS QUAD   -  BIG RAPIDS (2017)
 OK0271
 OK0271                         *CURRENT SURVEY CONTROL
 OK0271  ______________________________________________________________________
 OK0271* NAD 83(1986) POSITION- 43 42 05.     (N) 085 26 07.     (W)   SCALED
 OK0271* NAVD 88 ORTHO HEIGHT -   299.107 (meters)      981.32  (feet) ADJUSTED
 OK0271  ______________________________________________________________________
 OK0271  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 OK0271  DYNAMIC HEIGHT  -        299.054 (meters)      981.15  (feet) COMP
 OK0271  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 OK0271
 OK0271  VERT ORDER      -  FIRST     CLASS II
 OK0271
 OK0271.The horizontal coordinates were scaled from a map and have
 OK0271.an estimated accuracy of +/- 6 seconds.
 OK0271
 OK0271.The orthometric height was determined by differential leveling and
 OK0271.adjusted by the NATIONAL GEODETIC SURVEY
 OK0271.in June 1991.
 OK0271
 OK0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0271.GEOID18 height accuracy estimate available here.
 OK0271
 OK0271.Click photographs - Photos may exist for this station.
 OK0271
 OK0271.The dynamic height is computed by dividing the NAVD 88
 OK0271.geopotential number by the normal gravity value computed on the
 OK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0271.degrees latitude (g = 980.6199 gals.).
 OK0271
 OK0271.The modeled gravity was interpolated from observed gravity values.
 OK0271
 OK0271;                    North         East    Units  Estimated Accuracy
 OK0271;SPC MI S     -   245,080.    3,913,860.      MT  (+/- 180 meters Scaled)
 OK0271
 OK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP260398(NAD 83)
 OK0271
 OK0271                          SUPERSEDED SURVEY CONTROL
 OK0271
 OK0271  NGVD 29 (??/??/92)  299.217  (m)          981.68   (f) ADJ UNCH    1 2
 OK0271
 OK0271.Superseded values are not recommended for survey control.
 OK0271
 OK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0271.See file dsdata.pdf to determine how the superseded data were derived.
 OK0271
 OK0271_MARKER: DB = BENCH MARK DISK
 OK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0271_STAMPING: ELEV 981.681 FT A 16 1916
 OK0271_MARK LOGO: CGS
 OK0271_PROJECTION: PROJECTING 46 CENTIMETERS
 OK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0271+STABILITY: SURFACE MOTION
 OK0271
 OK0271  HISTORY     - Date     Condition        Report By
 OK0271  HISTORY     - 1916     MONUMENTED       CGS
 OK0271  HISTORY     - 1934     GOOD             CGS
 OK0271  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 OK0271  HISTORY     - 20050707 POOR             INDIV
 OK0271  HISTORY     - 20230608 MARK NOT FOUND   MIDT
 OK0271
 OK0271                          STATION DESCRIPTION
 OK0271
 OK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0271'2.8 MI E FROM BIG RAPIDS.
 OK0271'2.8 MILES EAST ALONG THE C AND O RY., FROM THE STATION AT BIG
 OK0271'RAPIDS, AT A DIRT-ROAD CROSSING, 38 YARDS NORTH OF THE TRACK,
 OK0271'29 FEET EAST OF THE CENTERLINE OF THE ROAD, AND WEST OF A
 OK0271'STONE FENCE.  A STANDARD DISK, STAMPED ELEV. 981.681 FT. A 16
 OK0271'1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES
 OK0271'ABOVE GROUND.
 OK0271
 OK0271                          STATION RECOVERY (1974)
 OK0271
 OK0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 OK0271'MARK NOT FOUND.
 OK0271
 OK0271                          STATION RECOVERY (2005)
 OK0271
 OK0271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RRB)
 OK0271'STUB OF CONCRETE POST FOUND BROKEN OFF AT GROUND LEVEL.  DISK NOT
 OK0271'FOUND.
 OK0271
 OK0271                          STATION RECOVERY (2023)
 OK0271
 OK0271'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 OK0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0177 ***********************************************************************
 RL0177  DESIGNATION -  A 160
 RL0177  PID         -  RL0177
 RL0177  STATE/COUNTY-  MI/BARAGA
 RL0177  COUNTRY     -  US
 RL0177  USGS QUAD   -  ALBERTA (2017)
 RL0177
 RL0177                         *CURRENT SURVEY CONTROL
 RL0177  ______________________________________________________________________
 RL0177* NAD 83(1986) POSITION- 46 40 44.3    (N) 088 25 40.9    (W)   HD_HELD2
 RL0177* NAVD 88 ORTHO HEIGHT -   408.273 (meters)     1339.48  (feet) ADJUSTED
 RL0177  ______________________________________________________________________
 RL0177  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 RL0177  DYNAMIC HEIGHT  -        408.287 (meters)     1339.52  (feet) COMP
 RL0177  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 RL0177
 RL0177  VERT ORDER      -  SECOND    CLASS 0
 RL0177
 RL0177.The horizontal coordinates were established by autonomous hand held GPS
 RL0177.observations and have an estimated accuracy of +/- 10 meters.
 RL0177
 RL0177.The orthometric height was determined by differential leveling and
 RL0177.adjusted by the NATIONAL GEODETIC SURVEY
 RL0177.in June 1991.
 RL0177
 RL0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0177.GEOID18 height accuracy estimate available here.
 RL0177
 RL0177.Click photographs - Photos may exist for this station.
 RL0177
 RL0177.The dynamic height is computed by dividing the NAVD 88
 RL0177.geopotential number by the normal gravity value computed on the
 RL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0177.degrees latitude (g = 980.6199 gals.).
 RL0177
 RL0177.The modeled gravity was interpolated from observed gravity values.
 RL0177
 RL0177;                    North         East    Units  Estimated Accuracy
 RL0177;SPC MI N     -   211,676.    7,890,755.      MT  (+/- 10 meters HH2 GPS)
 RL0177
 RL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9078570480(NAD 83)
 RL0177
 RL0177                          SUPERSEDED SURVEY CONTROL
 RL0177
 RL0177  NGVD 29 (??/??/92)  408.237  (m)         1339.36   (f) ADJ UNCH    2 0
 RL0177
 RL0177.Superseded values are not recommended for survey control.
 RL0177
 RL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0177.See file dsdata.pdf to determine how the superseded data were derived.
 RL0177
 RL0177_MARKER: DB = BENCH MARK DISK
 RL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0177_STAMPING: A 160 1948
 RL0177_MARK LOGO: CGS
 RL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0177+STABILITY: SURFACE MOTION
 RL0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0177+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 RL0177
 RL0177  HISTORY     - Date     Condition        Report By
 RL0177  HISTORY     - 1948     MONUMENTED       CGS
 RL0177  HISTORY     - 20050729 GOOD             GEOCAC
 RL0177
 RL0177                          STATION DESCRIPTION
 RL0177
 RL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0177'3.7 MI NE FROM ALBERTA.
 RL0177'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE FORD
 RL0177'MOTOR COMPANY MILL AT ALBERTA, ABOUT 0.4 MILE SOUTH OF A SMALL
 RL0177'ROADSIDE PARK AND DRINKING FOUNTAIN, AT THE NORTH END OF A SHORT
 RL0177'5-FOOT CUT, 111 FEET NORTH OF THE CENTER LINE OF A DIM ROAD
 RL0177'EAST, 31 FEET SOUTH OF THE EAST END OF A 12-INCH PIPE CULVERT,
 RL0177'25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET WEST
 RL0177'OF A MULTIPLE MAPLE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 RL0177'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL0177'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0177
 RL0177                          STATION RECOVERY (2005)
 RL0177
 RL0177'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0177'THE ROAD IS OLD HWY 41.
 RL0177'
 RL0177'TO REACH FROM THE CROSSROADS AT BOVINE, FOLLOW US HWY 41 1.05 MILES
 RL0177'SOUTHWEST TO A SIDE ROAD LEFT, THENCE 2.5 MILES SOUTH ALONG OLD HWY 41
 RL0177'TO THE MARK ON THE LEFT.  IT IS ABOUT 1.35 MILE SOUTH OF THE END OF
 RL0177'PAVEMENT, 110 FEET NORTH OF THE CENTER OF A GATED ROAD EAST, 25 FEET
 RL0177'EAST OF THE C/L OF THE GRAVEL ROAD, 0.5 FT WEST OF A WITNESS POST,
 RL0177'ABOUT LEVEL WITH THE  ROAD AND FLUSH WITH GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0139 ***********************************************************************
 RL0139  DESIGNATION -  A 161
 RL0139  PID         -  RL0139
 RL0139  STATE/COUNTY-  MI/BARAGA
 RL0139  COUNTRY     -  US
 RL0139  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0139
 RL0139                         *CURRENT SURVEY CONTROL
 RL0139  ______________________________________________________________________
 RL0139* NAD 83(1986) POSITION- 46 47 43.     (N) 088 09 03.     (W)   SCALED
 RL0139* NAVD 88 ORTHO HEIGHT -   364.609 (meters)     1196.22  (feet) ADJUSTED
 RL0139  ______________________________________________________________________
 RL0139  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 RL0139  DYNAMIC HEIGHT  -        364.625 (meters)     1196.27  (feet) COMP
 RL0139  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 RL0139
 RL0139  VERT ORDER      -  SECOND    CLASS 0
 RL0139
 RL0139.The horizontal coordinates were scaled from a map and have
 RL0139.an estimated accuracy of +/- 6 seconds.
 RL0139
 RL0139.The orthometric height was determined by differential leveling and
 RL0139.adjusted by the NATIONAL GEODETIC SURVEY
 RL0139.in June 1991.
 RL0139
 RL0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0139.GEOID18 height accuracy estimate available here.
 RL0139
 RL0139.Click photographs - Photos may exist for this station.
 RL0139
 RL0139.The dynamic height is computed by dividing the NAVD 88
 RL0139.geopotential number by the normal gravity value computed on the
 RL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0139.degrees latitude (g = 980.6199 gals.).
 RL0139
 RL0139.The modeled gravity was interpolated from observed gravity values.
 RL0139
 RL0139;                    North         East    Units  Estimated Accuracy
 RL0139;SPC MI N     -   224,260.    7,912,150.      MT  (+/- 180 meters Scaled)
 RL0139
 RL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS121830(NAD 83)
 RL0139
 RL0139                          SUPERSEDED SURVEY CONTROL
 RL0139
 RL0139  NGVD 29 (??/??/92)  364.567  (m)         1196.08   (f) ADJ UNCH    2 0
 RL0139
 RL0139.Superseded values are not recommended for survey control.
 RL0139
 RL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0139.See file dsdata.pdf to determine how the superseded data were derived.
 RL0139
 RL0139_MARKER: DB = BENCH MARK DISK
 RL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0139_STAMPING: A 161 1948
 RL0139_MARK LOGO: CGS
 RL0139_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0139+STABILITY: SURFACE MOTION
 RL0139
 RL0139  HISTORY     - Date     Condition        Report By
 RL0139  HISTORY     - 1948     MONUMENTED       CGS
 RL0139
 RL0139                          STATION DESCRIPTION
 RL0139
 RL0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0139'21 MI E FROM L ANSE.
 RL0139'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0139'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0139'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0139'ROAD, THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE
 RL0139'ABOUT 2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2
 RL0139'MILE NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE
 RL0139'RIVER, THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH
 RL0139'AND ABOUT 3.3 MILES SOUTHEAST AND EAST ALONG TRAILS, THENCE ABOUT
 RL0139'2.15 MILES NORTHWEST AND NORTH ALONG A ROAD LEADING TO SENSEN BRENNEN
 RL0139'LOGGING CAMP ON THE FORD MOTOR COMPANY RAILROAD, ABOUT 1.05
 RL0139'MILES SOUTH OF THE RAILROAD, 35 YARDS SOUTH OF A BREAK IN
 RL0139'GRADE, 27 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 RL0139'ABOUT 0.1 MILE NORTH-NORTHWEST OF THE TOP OF A GRADE AND THE
 RL0139'JUNCTION OF A LOGGING ROAD WEST, 9 FEET EAST-NORTHEAST OF A
 RL0139'TRIANGULAR BLAZED 16-INCH MAPLE TREE, 44.5 FEET NORTH-NORTHWEST
 RL0139'OF A TRIANGULAR BLAZED 8-INCH HEMLOCK TREE, ABOUT LEVEL WITH
 RL0139'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0139'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0572 ***********************************************************************
 NF0572  DESIGNATION -  A 162
 NF0572  PID         -  NF0572
 NF0572  STATE/COUNTY-  MI/KALAMAZOO
 NF0572  COUNTRY     -  US
 NF0572  USGS QUAD   -  KALAMAZOO SW (2017)
 NF0572
 NF0572                         *CURRENT SURVEY CONTROL
 NF0572  ______________________________________________________________________
 NF0572* NAD 83(1986) POSITION- 42 21 50.     (N) 085 43 38.     (W)   SCALED
 NF0572* NAVD 88 ORTHO HEIGHT -   231.581 (meters)      759.78  (feet) ADJUSTED
 NF0572  ______________________________________________________________________
 NF0572  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 NF0572  DYNAMIC HEIGHT  -        231.513 (meters)      759.56  (feet) COMP
 NF0572  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 NF0572
 NF0572  VERT ORDER      -  FIRST     CLASS II
 NF0572
 NF0572.The horizontal coordinates were scaled from a map and have
 NF0572.an estimated accuracy of +/- 6 seconds.
 NF0572
 NF0572.The orthometric height was determined by differential leveling and
 NF0572.adjusted by the NATIONAL GEODETIC SURVEY
 NF0572.in June 1991.
 NF0572
 NF0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0572.GEOID18 height accuracy estimate available here.
 NF0572
 NF0572.Click photographs - Photos may exist for this station.
 NF0572
 NF0572.The dynamic height is computed by dividing the NAVD 88
 NF0572.geopotential number by the normal gravity value computed on the
 NF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0572.degrees latitude (g = 980.6199 gals.).
 NF0572
 NF0572.The modeled gravity was interpolated from observed gravity values.
 NF0572
 NF0572;                    North         East    Units  Estimated Accuracy
 NF0572;SPC MI S     -    96,860.    3,887,930.      MT  (+/- 180 meters Scaled)
 NF0572
 NF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM048909(NAD 83)
 NF0572
 NF0572                          SUPERSEDED SURVEY CONTROL
 NF0572
 NF0572  NGVD 29 (01/19/93)  231.710  (m)          760.20   (f) ADJUSTED    1 2
 NF0572  NGVD 29 (??/??/92)  231.710  (m)          760.20   (f) SUPERSEDED  1 2
 NF0572
 NF0572.Superseded values are not recommended for survey control.
 NF0572
 NF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0572.See file dsdata.pdf to determine how the superseded data were derived.
 NF0572
 NF0572_MARKER: DB = BENCH MARK DISK
 NF0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0572_STAMPING: A 162 1948
 NF0572_MARK LOGO: CGS
 NF0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0572+STABILITY: SURFACE MOTION
 NF0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0572+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 NF0572
 NF0572  HISTORY     - Date     Condition        Report By
 NF0572  HISTORY     - 1948     MONUMENTED       CGS
 NF0572  HISTORY     - 1983     GOOD             USPSQD
 NF0572  HISTORY     - 1984     GOOD             NGS
 NF0572  HISTORY     - 19970305 POOR             USPSQD
 NF0572  HISTORY     - 20230213 GOOD             MIDT
 NF0572
 NF0572                          STATION DESCRIPTION
 NF0572
 NF0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0572'1.1 MI SW FROM ALAMO.
 NF0572'1.1 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0572'THE BLACK TOP ROAD CROSSING AT ALAMO, ABOUT 1.1 MILES NORTHEAST
 NF0572'OF THE ROAD CROSSING AT WILLIAMS, AT AN EAST-WEST GRAVEL ROAD
 NF0572'CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 NF0572'45.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET EAST OF A
 NF0572'FENCE CORNER, 42.5 FEET EAST OF TELEPHONE POLE NO. 299 17, 1.5
 NF0572'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 NF0572'WITNESS POST, 1 FOOT BELOW THE TRACK AND ROAD AND SET IN THE
 NF0572'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0572
 NF0572                          STATION RECOVERY (1983)
 NF0572
 NF0572'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0572'12 INCHES NORTH OF A METAL WITNESS POST. MCRR ABANDONED, RAILS AND
 NF0572'TIES MISSING TELEPHONE POLE MISSING, FENCE DETERIORATED PARTIALLY
 NF0572'CONCEALED BENEATH HEDGE TREES. ROAD NOW BLACK TOP.
 NF0572
 NF0572                          STATION RECOVERY (1984)
 NF0572
 NF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0572'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 NF0572'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF 6TH STREET IN
 NF0572'ALAMO, THENCE 1.3 KM (0.8 MI) SOUTH ALONG 2ND AVENUE, THENCE 1.6 KM
 NF0572'(1.0 MI) EAST ALONG DE AVENUE, 14.3 M (46.9 FT) SOUTHEAST OF THE
 NF0572'CENTER OF AN OLD RAILROAD BED, 10.7 M (35.1 FT) EAST OF A FENCE
 NF0572'CORNER, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF THE AVENUE, AND 0.5 M
 NF0572'(1.6 FT) NORTH OF A FENCE.
 NF0572'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0572'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF0572
 NF0572                          STATION RECOVERY (1997)
 NF0572
 NF0572'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0572'MARK RECOVERED IN POOR CONDITION.
 NF0572
 NF0572                          STATION RECOVERY (2023)
 NF0572
 NF0572'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0691 ***********************************************************************
 RL0691  DESIGNATION -  A 163
 RL0691  PID         -  RL0691
 RL0691  STATE/COUNTY-  MI/BARAGA
 RL0691  COUNTRY     -  US
 RL0691  USGS QUAD   -  SIDNAW (2017)
 RL0691
 RL0691                         *CURRENT SURVEY CONTROL
 RL0691  ______________________________________________________________________
 RL0691* NAD 83(1986) POSITION- 46 36 59.     (N) 088 38 54.     (W)   SCALED
 RL0691* NAVD 88 ORTHO HEIGHT -   378.403 (meters)     1241.48  (feet) ADJUSTED
 RL0691  ______________________________________________________________________
 RL0691  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 RL0691  DYNAMIC HEIGHT  -        378.414 (meters)     1241.51  (feet) COMP
 RL0691  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 RL0691
 RL0691  VERT ORDER      -  SECOND    CLASS 0
 RL0691
 RL0691.The horizontal coordinates were scaled from a map and have
 RL0691.an estimated accuracy of +/- 6 seconds.
 RL0691
 RL0691.The orthometric height was determined by differential leveling and
 RL0691.adjusted by the NATIONAL GEODETIC SURVEY
 RL0691.in June 1991.
 RL0691
 RL0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0691.GEOID18 height accuracy estimate available here.
 RL0691
 RL0691.Click photographs - Photos may exist for this station.
 RL0691
 RL0691.The dynamic height is computed by dividing the NAVD 88
 RL0691.geopotential number by the normal gravity value computed on the
 RL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0691.degrees latitude (g = 980.6199 gals.).
 RL0691
 RL0691.The modeled gravity was interpolated from observed gravity values.
 RL0691
 RL0691;                    North         East    Units  Estimated Accuracy
 RL0691;SPC MI N     -   205,050.    7,873,760.      MT  (+/- 180 meters Scaled)
 RL0691
 RL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS737638(NAD 83)
 RL0691
 RL0691                          SUPERSEDED SURVEY CONTROL
 RL0691
 RL0691  NGVD 29 (??/??/92)  378.369  (m)         1241.37   (f) ADJ UNCH    2 0
 RL0691
 RL0691.Superseded values are not recommended for survey control.
 RL0691
 RL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0691.See file dsdata.pdf to determine how the superseded data were derived.
 RL0691
 RL0691_MARKER: DB = BENCH MARK DISK
 RL0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0691_STAMPING: A 163 1948
 RL0691_MARK LOGO: CGS
 RL0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0691+STABILITY: SURFACE MOTION
 RL0691
 RL0691  HISTORY     - Date     Condition        Report By
 RL0691  HISTORY     - 1948     MONUMENTED       CGS
 RL0691  HISTORY     - 1985     GOOD             NGS
 RL0691  HISTORY     - 20040519 MARK NOT FOUND   GEOCAC
 RL0691
 RL0691                          STATION DESCRIPTION
 RL0691
 RL0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0691'9.9 MI NW FROM COVINGTON.
 RL0691'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0691'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG
 RL0691'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0691'ALONG A SAND ROAD, THENCE ABOUT 2.55 MILES NORTHWEST ALONG A
 RL0691'SAND ROAD, 205 FEET EAST OF THE T JUNCTION OF A NORTH-SOUTH
 RL0691'GRAVEL ROAD, 26 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 RL0691'ROAD, 66 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 RL0691'TRIANGULAR BLAZED 9-INCH PINE TREE, 7 1/2 FEET SOUTH OF A
 RL0691'TRIANGULAR BLAZED 9-INCH PINE TREE, 2 1/2 FEET ABOVE THE ROAD
 RL0691'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0691
 RL0691                          STATION RECOVERY (1985)
 RL0691
 RL0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0691'RECOVERED IN GOOD CONDITION.
 RL0691
 RL0691                          STATION RECOVERY (2004)
 RL0691
 RL0691'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0691'ROAD CHANGES IN THIS AREA, THE JUNCTION WAS MOVED 1/4 MILE TO THE SSE
 RL0691'AND THE ENTIRE AREA RE-PLANTED WITH JACK PINES WITHIN THE LAST 10 YRS.
 RL0691'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0105 ***********************************************************************
 RL0105  DESIGNATION -  A 164
 RL0105  PID         -  RL0105
 RL0105  STATE/COUNTY-  MI/BARAGA
 RL0105  COUNTRY     -  US
 RL0105  USGS QUAD   -  SKANEE NORTH (2017)
 RL0105
 RL0105                         *CURRENT SURVEY CONTROL
 RL0105  ______________________________________________________________________
 RL0105* NAD 83(1986) POSITION- 46 53 42.     (N) 088 08 23.     (W)   SCALED
 RL0105* NAVD 88 ORTHO HEIGHT -   213.065 (meters)      699.03  (feet) ADJUSTED
 RL0105  ______________________________________________________________________
 RL0105  GEOID HEIGHT    -        -35.232 (meters)                     GEOID18
 RL0105  DYNAMIC HEIGHT  -        213.079 (meters)      699.08  (feet) COMP
 RL0105  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RL0105
 RL0105  VERT ORDER      -  SECOND    CLASS 0
 RL0105
 RL0105.The horizontal coordinates were scaled from a map and have
 RL0105.an estimated accuracy of +/- 6 seconds.
 RL0105
 RL0105.The orthometric height was determined by differential leveling and
 RL0105.adjusted by the NATIONAL GEODETIC SURVEY
 RL0105.in June 1991.
 RL0105
 RL0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0105.GEOID18 height accuracy estimate available here.
 RL0105
 RL0105.Click photographs - Photos may exist for this station.
 RL0105
 RL0105.The dynamic height is computed by dividing the NAVD 88
 RL0105.geopotential number by the normal gravity value computed on the
 RL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0105.degrees latitude (g = 980.6199 gals.).
 RL0105
 RL0105.The modeled gravity was interpolated from observed gravity values.
 RL0105
 RL0105;                    North         East    Units  Estimated Accuracy
 RL0105;SPC MI N     -   235,330.    7,913,150.      MT  (+/- 180 meters Scaled)
 RL0105
 RL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS131941(NAD 83)
 RL0105
 RL0105                          SUPERSEDED SURVEY CONTROL
 RL0105
 RL0105  NGVD 29 (??/??/92)  213.030  (m)          698.92   (f) ADJ UNCH    2 0
 RL0105
 RL0105.Superseded values are not recommended for survey control.
 RL0105
 RL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0105.See file dsdata.pdf to determine how the superseded data were derived.
 RL0105
 RL0105_MARKER: DB = BENCH MARK DISK
 RL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0105_STAMPING: A 164 1948
 RL0105_MARK LOGO: CGS
 RL0105_PROJECTION: PROJECTING 15 CENTIMETERS
 RL0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0105+STABILITY: SURFACE MOTION
 RL0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0105+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 RL0105
 RL0105  HISTORY     - Date     Condition        Report By
 RL0105  HISTORY     - 1948     MONUMENTED       CGS
 RL0105  HISTORY     - 20090609 GOOD             MIDT
 RL0105
 RL0105                          STATION DESCRIPTION
 RL0105
 RL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0105'4.8 MI NE FROM SKANEE.
 RL0105'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0105'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0105'2.0 MILES EAST AND ABOUT 0.5 MILE NORTH ALONG GRAVEL ROADS,
 RL0105'ABOUT 0.3 MILE NORTH OF THE OLD STANDARD SCHOOL BUILDING, AT THE
 RL0105'T JUNCTION OF A ROAD EAST AND AT A HOUSE ON WEST SIDE OF ROAD,
 RL0105'90 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 79 FEET
 RL0105'NORTH OF THE CENTER LINE OF THE DRIVE TO HOUSE, 46 FEET
 RL0105'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET
 RL0105'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4 1/2 FEET
 RL0105'SOUTHEAST OF A 5-INCH ELM TREE, ABOUT LEVEL WITH THE ROAD AND
 RL0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0105
 RL0105                          STATION RECOVERY (2009)
 RL0105
 RL0105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0105'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0127 ***********************************************************************
 RK0127  DESIGNATION -  A 165
 RK0127  PID         -  RK0127
 RK0127  STATE/COUNTY-  MI/MARQUETTE
 RK0127  COUNTRY     -  US
 RK0127  USGS QUAD   -  MARQUETTE (2017)
 RK0127
 RK0127                         *CURRENT SURVEY CONTROL
 RK0127  ______________________________________________________________________
 RK0127* NAD 83(1986) POSITION- 46 33 39.5    (N) 087 23 45.7    (W)   HD_HELD2
 RK0127* NAVD 88 ORTHO HEIGHT -   187.913 (meters)      616.51  (feet) ADJUSTED
 RK0127  ______________________________________________________________________
 RK0127  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 RK0127  DYNAMIC HEIGHT  -        187.930 (meters)      616.57  (feet) COMP
 RK0127  MODELED GRAVITY -    980,701.1   (mgal)                       NAVD 88
 RK0127
 RK0127  VERT ORDER      -  FIRST     CLASS 0
 RK0127
 RK0127.The horizontal coordinates were established by autonomous hand held GPS
 RK0127.observations and have an estimated accuracy of +/- 10 meters.
 RK0127
 RK0127.The orthometric height was determined by differential leveling and
 RK0127.adjusted by the NATIONAL GEODETIC SURVEY
 RK0127.in June 1991.
 RK0127
 RK0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0127.GEOID18 height accuracy estimate available here.
 RK0127
 RK0127.Click photographs - Photos may exist for this station.
 RK0127
 RK0127.The dynamic height is computed by dividing the NAVD 88
 RK0127.geopotential number by the normal gravity value computed on the
 RK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0127.degrees latitude (g = 980.6199 gals.).
 RK0127
 RK0127.The modeled gravity was interpolated from observed gravity values.
 RK0127
 RK0127;                    North         East    Units  Estimated Accuracy
 RK0127;SPC MI N     -   197,651.    7,969,637.      MT  (+/- 10 meters HH2 GPS)
 RK0127
 RK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6964656454(NAD 83)
 RK0127
 RK0127                          SUPERSEDED SURVEY CONTROL
 RK0127
 RK0127  NGVD 29 (??/??/92)  187.876  (m)          616.39   (f) ADJ UNCH    1 0
 RK0127
 RK0127.Superseded values are not recommended for survey control.
 RK0127
 RK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0127.See file dsdata.pdf to determine how the superseded data were derived.
 RK0127
 RK0127_MARKER: DB = BENCH MARK DISK
 RK0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0127_SP_SET: FOUNDATION
 RK0127_STAMPING: A 165 1948
 RK0127_MARK LOGO: CGS
 RK0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0127
 RK0127  HISTORY     - Date     Condition        Report By
 RK0127  HISTORY     - 1948     MONUMENTED       CGS
 RK0127  HISTORY     - 1975     GOOD             NOS
 RK0127  HISTORY     - 1979     GOOD             LOCENG
 RK0127  HISTORY     - 1985     GOOD             NGS
 RK0127  HISTORY     - 1990     GOOD             USPSQD
 RK0127  HISTORY     - 19910611 GOOD             USPSQD
 RK0127  HISTORY     - 19960823 GOOD             USPSQD
 RK0127  HISTORY     - 20010917 GOOD             USPSQD
 RK0127  HISTORY     - 20031010 GOOD             USPSQD
 RK0127  HISTORY     - 20060201 GOOD             GEOCAC
 RK0127  HISTORY     - 20150926 GOOD             PROFLN
 RK0127
 RK0127                          STATION DESCRIPTION
 RK0127
 RK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0127'AT MARQUETTE.
 RK0127'AT MARQUETTE, ABOUT 0.4 MILE NORTH ALONG PRESQUE ISLE AVENUE
 RK0127'FROM THE NORTHERN MICHIGAN STATE COLLEGE, AT 1716 PRESQUE ISLE
 RK0127'AVENUE, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER
 RK0127'OF THE CONCRETE FOUNDATION OF A BARBER AND BEAUTY SHOP, 15 FEET
 RK0127'EAST OF THE CENTER LINE OF THE SIDE WALK, 1 FOOT EAST OF THE
 RK0127'SOUTHWEST CORNER, AND 7 1/2 INCHES ABOVE THE GROUND.
 RK0127
 RK0127                          STATION RECOVERY (1975)
 RK0127
 RK0127'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0127'IN MARQUETTE, ON EAST SIDE OF PRESQUE ISLE AVENUE, BETWEEN CENTER
 RK0127'STREET AND NORWOOD STREET, ON NORTH SIDE OF A DRIVEWAY, ON SOUTH
 RK0127'FACE OF 2 STORY BUILDING, 23.4 FT. EAST OF FACE OF EAST CURB OF
 RK0127'PRESQUE ISLE AVENUE, 20.7 FT. NORTH OF NORTHWEST CORNER OF 2 STORY
 RK0127'BUILDING ON SOUTH SIDE OF DRIVE, 1.3 FT. EAST OF SOUTHWEST CORNER OF
 RK0127'BUILDING, 0.8 FT. ABOVE GROUND.
 RK0127
 RK0127                          STATION RECOVERY (1979)
 RK0127
 RK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1985)
 RK0127
 RK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1990)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1991)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1996)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2001)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2003)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2006)
 RK0127
 RK0127'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2015)
 RK0127
 RK0127'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RK0127'STONE VENEER HAS BEEN APPLIED TO THE BUILDING.  FORTUNATELY AN ACCESS
 RK0127'HOLE WAS LEFT FOR THIS MARK.  A TORPEDO LEVEL WOULD BE NEEDED TO
 RK0127'PROJECT THE CENTER LINE OF THE DISK OUT PAST THE STONE VENEER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0382 ***********************************************************************
 NF0382  DESIGNATION -  A 166
 NF0382  PID         -  NF0382
 NF0382  STATE/COUNTY-  MI/IONIA
 NF0382  COUNTRY     -  US
 NF0382  USGS QUAD   -  LAKE ODESSA (2017)
 NF0382
 NF0382                         *CURRENT SURVEY CONTROL
 NF0382  ______________________________________________________________________
 NF0382* NAD 83(1986) POSITION- 42 48 23.     (N) 085 12 46.     (W)   SCALED
 NF0382* NAVD 88 ORTHO HEIGHT -   260.405 (meters)      854.35  (feet) ADJUSTED
 NF0382  ______________________________________________________________________
 NF0382  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 NF0382  DYNAMIC HEIGHT  -        260.329 (meters)      854.10  (feet) COMP
 NF0382  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 NF0382
 NF0382  VERT ORDER      -  SECOND    CLASS 0
 NF0382
 NF0382.The horizontal coordinates were scaled from a map and have
 NF0382.an estimated accuracy of +/- 6 seconds.
 NF0382
 NF0382.The orthometric height was determined by differential leveling and
 NF0382.adjusted by the NATIONAL GEODETIC SURVEY
 NF0382.in June 1991.
 NF0382
 NF0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0382.GEOID18 height accuracy estimate available here.
 NF0382
 NF0382.Click photographs - Photos may exist for this station.
 NF0382
 NF0382.The dynamic height is computed by dividing the NAVD 88
 NF0382.geopotential number by the normal gravity value computed on the
 NF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0382.degrees latitude (g = 980.6199 gals.).
 NF0382
 NF0382.The modeled gravity was interpolated from observed gravity values.
 NF0382
 NF0382;                    North         East    Units  Estimated Accuracy
 NF0382;SPC MI S     -   145,460.    3,930,800.      MT  (+/- 180 meters Scaled)
 NF0382
 NF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461408(NAD 83)
 NF0382
 NF0382                          SUPERSEDED SURVEY CONTROL
 NF0382
 NF0382  NGVD 29 (??/??/92)  260.526  (m)          854.74   (f) ADJ UNCH    2 0
 NF0382
 NF0382.Superseded values are not recommended for survey control.
 NF0382
 NF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0382.See file dsdata.pdf to determine how the superseded data were derived.
 NF0382
 NF0382_MARKER: DB = BENCH MARK DISK
 NF0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0382_STAMPING: A 166 1948
 NF0382_MARK LOGO: CGS
 NF0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0382+STABILITY: SURFACE MOTION
 NF0382
 NF0382  HISTORY     - Date     Condition        Report By
 NF0382  HISTORY     - 1948     MONUMENTED       CGS
 NF0382  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0382  HISTORY     - 20070622 MARK NOT FOUND   GEOCAC
 NF0382
 NF0382                          STATION DESCRIPTION
 NF0382
 NF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0382'2.9 MI SE FROM CLARKSVILLE.
 NF0382'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 NF0382'FROM THE STATION AT CLARKSVILLE, THENCE ABOUT 1.1 MILES SOUTH
 NF0382'ALONG ELM ROAD, AT THE INTERSECTION OF CAMPBELL ROAD, IN THE
 NF0382'SOUTHWEST CORNER OF THE YARD AT A FARM HOUSE WITH LARGE SPRUCE
 NF0382'TREE AROUND YARD, 54 FEET NORTHEAST OF THE CENTER OF THE
 NF0382'INTERSECTION, 22 FEET NORTHWEST OF A TRANSFORMER POWER POLE,
 NF0382'8 FEET SOUTH-SOUTHEAST OF A 24-INCH APPLE TREE, 39 FEET EAST
 NF0382'OF THE CENTER LINE OF ELM ROAD, 30 FEET NORTH OF THE CENTER
 NF0382'LINE OF CAMPBELL ROAD, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NF0382'POST, 4 FEET ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 NF0382'POST PROJECTING 3 INCHES.
 NF0382
 NF0382                          STATION RECOVERY (1985)
 NF0382
 NF0382'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0382'MARK NOT FOUND.
 NF0382
 NF0382                          STATION RECOVERY (2007)
 NF0382
 NF0382'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0822 ***********************************************************************
 NF0822  DESIGNATION -  A 168
 NF0822  PID         -  NF0822
 NF0822  STATE/COUNTY-  MI/KENT
 NF0822  COUNTRY     -  US
 NF0822  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0822
 NF0822                         *CURRENT SURVEY CONTROL
 NF0822  ______________________________________________________________________
 NF0822* NAD 83(1986) POSITION- 42 55 08.60   (N) 085 40 21.90   (W)   HD_HELD1
 NF0822* NAVD 88 ORTHO HEIGHT -   195.566 (meters)      641.62  (feet) ADJUSTED
 NF0822  ______________________________________________________________________
 NF0822  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 NF0822  DYNAMIC HEIGHT  -        195.515 (meters)      641.45  (feet) COMP
 NF0822  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 NF0822
 NF0822  VERT ORDER      -  FIRST     CLASS II
 NF0822
 NF0822.The horizontal coordinates were determined by differentially corrected
 NF0822.hand held GPS observations or other comparable positioning techniques
 NF0822.and have an estimated accuracy of +/- 3 meters.
 NF0822
 NF0822.The orthometric height was determined by differential leveling and
 NF0822.adjusted by the NATIONAL GEODETIC SURVEY
 NF0822.in October 2009.
 NF0822
 NF0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0822.GEOID18 height accuracy estimate available here.
 NF0822
 NF0822.Click photographs - Photos may exist for this station.
 NF0822
 NF0822.The dynamic height is computed by dividing the NAVD 88
 NF0822.geopotential number by the normal gravity value computed on the
 NF0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0822.degrees latitude (g = 980.6199 gals.).
 NF0822
 NF0822.The modeled gravity was interpolated from observed gravity values.
 NF0822
 NF0822;                    North         East    Units  Estimated Accuracy
 NF0822;SPC MI S     -   158,452.2   3,893,375.2     MT  (+/- 3 meters HH1 GPS) 
 NF0822
 NF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0832452680(NAD 83)
 NF0822
 NF0822                          SUPERSEDED SURVEY CONTROL
 NF0822
 NF0822  NAVD 88 (06/15/91)  195.595  (m)          641.71   (f) SUPERSEDED  2 0
 NF0822  NGVD 29 (??/??/92)  195.72   (m)          642.1    (f) COMPUTED    2 0
 NF0822
 NF0822.Superseded values are not recommended for survey control.
 NF0822
 NF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0822.See file dsdata.pdf to determine how the superseded data were derived.
 NF0822
 NF0822_MARKER: DB = BENCH MARK DISK
 NF0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0822_SP_SET: BRIDGE
 NF0822_STAMPING: A 168 1948
 NF0822_MARK LOGO: CGS
 NF0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0822+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0822
 NF0822  HISTORY     - Date     Condition        Report By
 NF0822  HISTORY     - 1948     MONUMENTED       CGS
 NF0822  HISTORY     - 1985     GOOD             USPSQD
 NF0822  HISTORY     - 20010806 POOR             NGS
 NF0822  HISTORY     - 20060901 GOOD             GEOCAC
 NF0822  HISTORY     - 20080506 GOOD             COLEM
 NF0822
 NF0822                          STATION DESCRIPTION
 NF0822
 NF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0822'AT GRAND RAPIDS.
 NF0822'AT GRAND RAPIDS, ABOUT 1.3 MILES SOUTH ALONG THE PENNSYLVANIA
 NF0822'RAIL ROAD FROM THE STATION, THENCE ABOUT 1.35 MILES SOUTHEAST
 NF0822'ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 0.1 MILE NORTHWEST
 NF0822'OF THE CROSSING OF BUCHANAN AVENUE SW (NORTH-SOUTH), SET IN
 NF0822'THE TOP OF THE NORTH WING WALL AT THE NORTHWEST END OF A 40-FOOT
 NF0822'CONCRETE BRIDGE OVER A CREEK, 7 FEET NORTHEAST OF THE NORTHEAST
 NF0822'RAIL AND ABOUT LEVEL WITH THE TRACK.
 NF0822
 NF0822                          STATION RECOVERY (1985)
 NF0822
 NF0822'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0822'MARK LOCATED NEAR CENTER OF NORTHWEST QUARTER OF SOUTHEAST QUARTER
 NF0822'SEC. 12, WYOMING TWP. MI T 6 N., R. 12 W., ABOUT 7 1/2 FEET NORTHEAST
 NF0822'OF NORTHEAST RAIL OF KENT-BARRY -EATON RAILROAD, ON NORTHWEST
 NF0822'ABUTMENT OF BRIDGE OVER PLASTER CREEK, ABOUT LEVEL WITH RAIL.
 NF0822
 NF0822                          STATION RECOVERY (2001)
 NF0822
 NF0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0822'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0822
 NF0822                          STATION RECOVERY (2006)
 NF0822
 NF0822'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0822'ON NORTHWEST ABUTMENT OF BRIDGE OVER PLASTER CREEK, ABOUT LEVEL WITH
 NF0822'RAIL.
 NF0822
 NF0822                          STATION RECOVERY (2008)
 NF0822
 NF0822'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0822'RECOVERED AS DESCRIBED.
 NF0822'
 NF0822'NOTE-- THIS STATION IS NO LONGER SUITABLE FOR GPS OBSERVATIONS DUE TO
 NF0822'TREES SURROUNDING THE STATION EXTENDING TO 50 DEGREES ABOVE THE
 NF0822'HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0447 ***********************************************************************
 NF0447  DESIGNATION -  A 169
 NF0447  PID         -  NF0447
 NF0447  STATE/COUNTY-  MI/BARRY
 NF0447  COUNTRY     -  US
 NF0447  USGS QUAD   -  HASTINGS (2017)
 NF0447
 NF0447                         *CURRENT SURVEY CONTROL
 NF0447  ______________________________________________________________________
 NF0447* NAD 83(1986) POSITION- 42 40 22.     (N) 085 18 53.     (W)   SCALED
 NF0447* NAVD 88 ORTHO HEIGHT -   244.640 (meters)      802.62  (feet) ADJUSTED
 NF0447  ______________________________________________________________________
 NF0447  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 NF0447  DYNAMIC HEIGHT  -        244.566 (meters)      802.38  (feet) COMP
 NF0447  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 NF0447
 NF0447  VERT ORDER      -  SECOND    CLASS 0
 NF0447
 NF0447.The horizontal coordinates were scaled from a map and have
 NF0447.an estimated accuracy of +/- 6 seconds.
 NF0447
 NF0447.The orthometric height was determined by differential leveling and
 NF0447.adjusted by the NATIONAL GEODETIC SURVEY
 NF0447.in June 1991.
 NF0447
 NF0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0447.GEOID18 height accuracy estimate available here.
 NF0447
 NF0447.Click photographs - Photos may exist for this station.
 NF0447
 NF0447.The dynamic height is computed by dividing the NAVD 88
 NF0447.geopotential number by the normal gravity value computed on the
 NF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0447.degrees latitude (g = 980.6199 gals.).
 NF0447
 NF0447.The modeled gravity was interpolated from observed gravity values.
 NF0447
 NF0447;                    North         East    Units  Estimated Accuracy
 NF0447;SPC MI S     -   130,710.    3,922,290.      MT  (+/- 180 meters Scaled)
 NF0447
 NF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN380258(NAD 83)
 NF0447
 NF0447                          SUPERSEDED SURVEY CONTROL
 NF0447
 NF0447  NGVD 29 (??/??/92)  244.762  (m)          803.02   (f) ADJ UNCH    2 0
 NF0447
 NF0447.Superseded values are not recommended for survey control.
 NF0447
 NF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0447.See file dsdata.pdf to determine how the superseded data were derived.
 NF0447
 NF0447_MARKER: DB = BENCH MARK DISK
 NF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0447_STAMPING: A 169 1948
 NF0447_MARK LOGO: CGS
 NF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0447+STABILITY: SURFACE MOTION
 NF0447
 NF0447  HISTORY     - Date     Condition        Report By
 NF0447  HISTORY     - 1948     MONUMENTED       CGS
 NF0447  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0447  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0447
 NF0447                          STATION DESCRIPTION
 NF0447
 NF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0447'7 MI S FROM FREEPORT.
 NF0447'7.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0447'ABOUT 0.65 MILE SOUTH OF A CROSS ROAD WITH BRICK SCHOOL IN NORTHWEST
 NF0447'QUARTER, ABOUT 0.25 MILE NORTH OF THE BRIDGE OVER CHANNEL BETWEEN
 NF0447'GARTER AND LONG LAKES, AT A HOUSE ON SOUTHEAST SIDE OF ROAD,
 NF0447'120 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BARN, 26
 NF0447'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 69 FEET SOUTHEAST
 NF0447'AND ACROSS THE ROAD FROM A POWER POLE, 12 FEET SOUTH-SOUTHWEST OF
 NF0447'AN 18-INCH ELM TREE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 NF0447'DRIVE TO BARN, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0447'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0447'PROJECTING 2 INCHES.
 NF0447
 NF0447                          STATION RECOVERY (1979)
 NF0447
 NF0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0447'MARK NOT FOUND.
 NF0447
 NF0447                          STATION RECOVERY (1985)
 NF0447
 NF0447'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0957 ***********************************************************************
 NF0957  DESIGNATION -  A 170
 NF0957  PID         -  NF0957
 NF0957  STATE/COUNTY-  MI/ALLEGAN
 NF0957  COUNTRY     -  US
 NF0957  USGS QUAD   -  MARTIN (2017)
 NF0957
 NF0957                         *CURRENT SURVEY CONTROL
 NF0957  ______________________________________________________________________
 NF0957* NAD 83(1986) POSITION- 42 32 13.     (N) 085 39 01.     (W)   SCALED
 NF0957* NAVD 88 ORTHO HEIGHT -   250.438 (meters)      821.65  (feet) ADJUSTED
 NF0957  ______________________________________________________________________
 NF0957  GEOID HEIGHT    -        -33.254 (meters)                     GEOID18
 NF0957  DYNAMIC HEIGHT  -        250.366 (meters)      821.41  (feet) COMP
 NF0957  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 NF0957
 NF0957  VERT ORDER      -  SECOND    CLASS 0
 NF0957
 NF0957.The horizontal coordinates were scaled from a map and have
 NF0957.an estimated accuracy of +/- 6 seconds.
 NF0957
 NF0957.The orthometric height was determined by differential leveling and
 NF0957.adjusted by the NATIONAL GEODETIC SURVEY
 NF0957.in June 1991.
 NF0957
 NF0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0957.GEOID18 height accuracy estimate available here.
 NF0957
 NF0957.Click photographs - Photos may exist for this station.
 NF0957
 NF0957.The dynamic height is computed by dividing the NAVD 88
 NF0957.geopotential number by the normal gravity value computed on the
 NF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0957.degrees latitude (g = 980.6199 gals.).
 NF0957
 NF0957.The modeled gravity was interpolated from observed gravity values.
 NF0957
 NF0957;                    North         East    Units  Estimated Accuracy
 NF0957;SPC MI S     -   115,990.    3,894,560.      MT  (+/- 180 meters Scaled)
 NF0957
 NF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN108102(NAD 83)
 NF0957
 NF0957                          SUPERSEDED SURVEY CONTROL
 NF0957
 NF0957  NGVD 29 (??/??/92)  250.566  (m)          822.07   (f) ADJ UNCH    2 0
 NF0957
 NF0957.Superseded values are not recommended for survey control.
 NF0957
 NF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0957.See file dsdata.pdf to determine how the superseded data were derived.
 NF0957
 NF0957_MARKER: DB = BENCH MARK DISK
 NF0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0957_STAMPING: A 170 1948
 NF0957_MARK LOGO: CGS
 NF0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0957+STABILITY: SURFACE MOTION
 NF0957
 NF0957  HISTORY     - Date     Condition        Report By
 NF0957  HISTORY     - 1948     MONUMENTED       CGS
 NF0957  HISTORY     - 1957     MARK NOT FOUND   CGS
 NF0957  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0957
 NF0957                          STATION DESCRIPTION
 NF0957
 NF0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0957'AT MARTIN.
 NF0957'AT MARTIN, 0.5 MILE WEST ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 NF0957'OF U.S. HIGHWAY 131, 107 YARDS EAST OF THE WEST CITY LIMITS OF
 NF0957'MARTIN, 0.3 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 NF0957'31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 149 FEET EAST OF
 NF0957'A DRIVE TO A FARMHOUSE, 1 FOOT NORTH OF THE R/W FENCE, 2 FEET
 NF0957'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 NF0957'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0957
 NF0957                          STATION RECOVERY (1997)
 NF0957
 NF0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0858 ***********************************************************************
 NF0858  DESIGNATION -  A 171
 NF0858  PID         -  NF0858
 NF0858  STATE/COUNTY-  MI/ALLEGAN
 NF0858  COUNTRY     -  US
 NF0858  USGS QUAD   -  ALLEGAN (2017)
 NF0858
 NF0858                         *CURRENT SURVEY CONTROL
 NF0858  ______________________________________________________________________
 NF0858* NAD 83(1986) POSITION- 42 31 22.     (N) 085 46 47.     (W)   SCALED
 NF0858* NAVD 88 ORTHO HEIGHT -   219.443 (meters)      719.96  (feet) ADJUSTED
 NF0858  ______________________________________________________________________
 NF0858  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 NF0858  DYNAMIC HEIGHT  -        219.382 (meters)      719.76  (feet) COMP
 NF0858  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 NF0858
 NF0858  VERT ORDER      -  SECOND    CLASS 0
 NF0858
 NF0858.The horizontal coordinates were scaled from a map and have
 NF0858.an estimated accuracy of +/- 6 seconds.
 NF0858
 NF0858.The orthometric height was determined by differential leveling and
 NF0858.adjusted by the NATIONAL GEODETIC SURVEY
 NF0858.in June 1991.
 NF0858
 NF0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0858.GEOID18 height accuracy estimate available here.
 NF0858
 NF0858.Click photographs - Photos may exist for this station.
 NF0858
 NF0858.The dynamic height is computed by dividing the NAVD 88
 NF0858.geopotential number by the normal gravity value computed on the
 NF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0858.degrees latitude (g = 980.6199 gals.).
 NF0858
 NF0858.The modeled gravity was interpolated from observed gravity values.
 NF0858
 NF0858;                    North         East    Units  Estimated Accuracy
 NF0858;SPC MI S     -   114,580.    3,883,900.      MT  (+/- 180 meters Scaled)
 NF0858
 NF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN002085(NAD 83)
 NF0858
 NF0858                          SUPERSEDED SURVEY CONTROL
 NF0858
 NF0858  NGVD 29 (??/??/92)  219.577  (m)          720.40   (f) ADJ UNCH    2 0
 NF0858
 NF0858.Superseded values are not recommended for survey control.
 NF0858
 NF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0858.See file dsdata.pdf to determine how the superseded data were derived.
 NF0858
 NF0858_MARKER: DB = BENCH MARK DISK
 NF0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0858_STAMPING: A 171 1948
 NF0858_MARK LOGO: CGS
 NF0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0858+STABILITY: SURFACE MOTION
 NF0858
 NF0858  HISTORY     - Date     Condition        Report By
 NF0858  HISTORY     - 1948     MONUMENTED       CGS
 NF0858  HISTORY     - 1975     GOOD             LOCENG
 NF0858  HISTORY     - 19970308 GOOD             USPSQD
 NF0858  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0858
 NF0858                          STATION DESCRIPTION
 NF0858
 NF0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0858'4.6 MI SE FROM ALLEGAN.
 NF0858'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE
 NF0858'OVER KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 1.0 MILE SOUTH
 NF0858'ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF
 NF0858'THE NEW YORK CENTRAL RAILROAD, AT A JOGGED CROSSROAD, 23 FEET
 NF0858'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 70 FEET NORTH
 NF0858'OF THE CENTER LINE OF THE ROAD EAST, 43 FEET NORTH OF A FENCE
 NF0858'CORNER, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE
 NF0858'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 NF0858'OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0858
 NF0858                          STATION RECOVERY (1975)
 NF0858
 NF0858'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0858'RECOVERED IN GOOD CONDITION.
 NF0858
 NF0858                          STATION RECOVERY (1997)
 NF0858
 NF0858'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0858'RECOVERED IN GOOD CONDITION.
 NF0858
 NF0858                          STATION RECOVERY (1997)
 NF0858
 NF0858'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0858'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0932 ***********************************************************************
 NF0932  DESIGNATION -  A 172
 NF0932  PID         -  NF0932
 NF0932  STATE/COUNTY-  MI/ALLEGAN
 NF0932  COUNTRY     -  US
 NF0932  USGS QUAD   -  WAYLAND (2017)
 NF0932
 NF0932                         *CURRENT SURVEY CONTROL
 NF0932  ______________________________________________________________________
 NF0932* NAD 83(1986) POSITION- 42 38 17.     (N) 085 42 14.     (W)   SCALED
 NF0932* NAVD 88 ORTHO HEIGHT -   222.308 (meters)      729.36  (feet) ADJUSTED
 NF0932  ______________________________________________________________________
 NF0932  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 NF0932  DYNAMIC HEIGHT  -        222.246 (meters)      729.15  (feet) COMP
 NF0932  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 NF0932
 NF0932  VERT ORDER      -  SECOND    CLASS 0
 NF0932
 NF0932.The horizontal coordinates were scaled from a map and have
 NF0932.an estimated accuracy of +/- 6 seconds.
 NF0932
 NF0932.The orthometric height was determined by differential leveling and
 NF0932.adjusted by the NATIONAL GEODETIC SURVEY
 NF0932.in June 1991.
 NF0932
 NF0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0932.GEOID18 height accuracy estimate available here.
 NF0932
 NF0932.Click photographs - Photos may exist for this station.
 NF0932
 NF0932.The dynamic height is computed by dividing the NAVD 88
 NF0932.geopotential number by the normal gravity value computed on the
 NF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0932.degrees latitude (g = 980.6199 gals.).
 NF0932
 NF0932.The modeled gravity was interpolated from observed gravity values.
 NF0932
 NF0932;                    North         East    Units  Estimated Accuracy
 NF0932;SPC MI S     -   127,280.    3,890,340.      MT  (+/- 180 meters Scaled)
 NF0932
 NF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN062214(NAD 83)
 NF0932
 NF0932                          SUPERSEDED SURVEY CONTROL
 NF0932
 NF0932  NGVD 29 (??/??/92)  222.441  (m)          729.79   (f) ADJ UNCH    2 0
 NF0932
 NF0932.Superseded values are not recommended for survey control.
 NF0932
 NF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0932.See file dsdata.pdf to determine how the superseded data were derived.
 NF0932
 NF0932_MARKER: DB = BENCH MARK DISK
 NF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0932_STAMPING: A 172 1948
 NF0932_MARK LOGO: CGS
 NF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0932+STABILITY: SURFACE MOTION
 NF0932
 NF0932  HISTORY     - Date     Condition        Report By
 NF0932  HISTORY     - 1948     MONUMENTED       CGS
 NF0932  HISTORY     - 1989     GOOD             USPSQD
 NF0932  HISTORY     - 19971011 GOOD             USPSQD
 NF0932
 NF0932                          STATION DESCRIPTION
 NF0932
 NF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0932'3.6 MI NW FROM BRADLEY.
 NF0932'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 NF0932'AT BRADLEY, THENCE ABOUT 3.1 MILES WEST ALONG A COUNTY ROAD, ABOUT
 NF0932'0.35 MILE EAST OF A LARGE CEMETERY, ON THE WEST SIDE OF LAWN AT
 NF0932'DISTRICT NO. 2 SCHOOL, 65 FEET SOUTH OF THE CENTER LINE OF THE
 NF0932'ROAD, 38 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 NF0932'SCHOOL, 54 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 NF0932'8 FEET NORTH-NORTHWEST OF A 24-INCH TREE, 32 FEET SOUTH OF A FENCE
 NF0932'CORNER, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 NF0932'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 NF0932'A CONCRETE POST PROJECTING 4 INCHES.
 NF0932
 NF0932                          STATION RECOVERY (1989)
 NF0932
 NF0932'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0932'RECOVERED IN GOOD CONDITION.
 NF0932
 NF0932                          STATION RECOVERY (1997)
 NF0932
 NF0932'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0917 ***********************************************************************
 NF0917  DESIGNATION -  A 173
 NF0917  PID         -  NF0917
 NF0917  STATE/COUNTY-  MI/ALLEGAN
 NF0917  COUNTRY     -  US
 NF0917  USGS QUAD   -  MILLGROVE (2017)
 NF0917
 NF0917                         *CURRENT SURVEY CONTROL
 NF0917  ______________________________________________________________________
 NF0917* NAD 83(1986) POSITION- 42 37 23.     (N) 085 56 16.     (W)   SCALED
 NF0917* NAVD 88 ORTHO HEIGHT -   212.093 (meters)      695.84  (feet) ADJUSTED
 NF0917  ______________________________________________________________________
 NF0917  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 NF0917  DYNAMIC HEIGHT  -        212.037 (meters)      695.66  (feet) COMP
 NF0917  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 NF0917
 NF0917  VERT ORDER      -  SECOND    CLASS 0
 NF0917
 NF0917.The horizontal coordinates were scaled from a map and have
 NF0917.an estimated accuracy of +/- 6 seconds.
 NF0917
 NF0917.The orthometric height was determined by differential leveling and
 NF0917.adjusted by the NATIONAL GEODETIC SURVEY
 NF0917.in June 1991.
 NF0917
 NF0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0917.GEOID18 height accuracy estimate available here.
 NF0917
 NF0917.Click photographs - Photos may exist for this station.
 NF0917
 NF0917.The dynamic height is computed by dividing the NAVD 88
 NF0917.geopotential number by the normal gravity value computed on the
 NF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0917.degrees latitude (g = 980.6199 gals.).
 NF0917
 NF0917.The modeled gravity was interpolated from observed gravity values.
 NF0917
 NF0917;                    North         East    Units  Estimated Accuracy
 NF0917;SPC MI S     -   125,950.    3,871,130.      MT  (+/- 180 meters Scaled)
 NF0917
 NF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN871195(NAD 83)
 NF0917
 NF0917                          SUPERSEDED SURVEY CONTROL
 NF0917
 NF0917  NGVD 29 (??/??/92)  212.229  (m)          696.29   (f) ADJ UNCH    2 0
 NF0917
 NF0917.Superseded values are not recommended for survey control.
 NF0917
 NF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0917.See file dsdata.pdf to determine how the superseded data were derived.
 NF0917
 NF0917_MARKER: DB = BENCH MARK DISK
 NF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0917_STAMPING: A 173 1948
 NF0917_MARK LOGO: CGS
 NF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0917+STABILITY: SURFACE MOTION
 NF0917
 NF0917  HISTORY     - Date     Condition        Report By
 NF0917  HISTORY     - 1948     MONUMENTED       CGS
 NF0917  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0917  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0917
 NF0917                          STATION DESCRIPTION
 NF0917
 NF0917'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0917'5.8 MI SE FROM HAMILTON.
 NF0917'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 NF0917'AT HAMILTON, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD, 1.0
 NF0917'MILE EAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY,
 NF0917'0.55 MILE EAST OF A CROSSROAD, 0.95 MILE WEST OF A CROSSROAD,
 NF0917'SET ON THE EAST SLOPE OF A LOW GRADE, AND AT THE EAST END OF A
 NF0917'4-FOOT CUT, 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 63
 NF0917'FEET NORTHEAST AND ACROSS THE ROAD FROM A 14-INCH ELM TREE, 88
 NF0917'FEET NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE
 NF0917'WITH BRACE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0917'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0917'PROJECTING 6 INCHES.
 NF0917
 NF0917                          STATION RECOVERY (1997)
 NF0917
 NF0917'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0917'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0641 ***********************************************************************
 NF0641  DESIGNATION -  A 174
 NF0641  PID         -  NF0641
 NF0641  STATE/COUNTY-  MI/VAN BUREN
 NF0641  COUNTRY     -  US
 NF0641  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0641
 NF0641                         *CURRENT SURVEY CONTROL
 NF0641  ______________________________________________________________________
 NF0641* NAD 83(1986) POSITION- 42 23 51.     (N) 085 57 26.     (W)   SCALED
 NF0641* NAVD 88 ORTHO HEIGHT -   228.633 (meters)      750.11  (feet) ADJUSTED
 NF0641  ______________________________________________________________________
 NF0641  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 NF0641  DYNAMIC HEIGHT  -        228.570 (meters)      749.90  (feet) COMP
 NF0641  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 NF0641
 NF0641  VERT ORDER      -  FIRST     CLASS II
 NF0641
 NF0641.The horizontal coordinates were scaled from a map and have
 NF0641.an estimated accuracy of +/- 6 seconds.
 NF0641
 NF0641.The orthometric height was determined by differential leveling and
 NF0641.adjusted by the NATIONAL GEODETIC SURVEY
 NF0641.in June 1991.
 NF0641
 NF0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0641.GEOID18 height accuracy estimate available here.
 NF0641
 NF0641.Click photographs - Photos may exist for this station.
 NF0641
 NF0641.The dynamic height is computed by dividing the NAVD 88
 NF0641.geopotential number by the normal gravity value computed on the
 NF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0641.degrees latitude (g = 980.6199 gals.).
 NF0641
 NF0641.The modeled gravity was interpolated from observed gravity values.
 NF0641
 NF0641;                    North         East    Units  Estimated Accuracy
 NF0641;SPC MI S     -   100,930.    3,869,060.      MT  (+/- 180 meters Scaled)
 NF0641
 NF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858944(NAD 83)
 NF0641
 NF0641                          SUPERSEDED SURVEY CONTROL
 NF0641
 NF0641  NGVD 29 (01/19/93)  228.774  (m)          750.57   (f) ADJUSTED    1 2
 NF0641  NGVD 29 (??/??/92)  228.813  (m)          750.70   (f) SUPERSEDED  1 2
 NF0641
 NF0641.Superseded values are not recommended for survey control.
 NF0641
 NF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0641.See file dsdata.pdf to determine how the superseded data were derived.
 NF0641
 NF0641_MARKER: DB = BENCH MARK DISK
 NF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0641_STAMPING: A 174 1948
 NF0641_MARK LOGO: CGS
 NF0641_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0641+STABILITY: SURFACE MOTION
 NF0641
 NF0641  HISTORY     - Date     Condition        Report By
 NF0641  HISTORY     - 1948     MONUMENTED       CGS
 NF0641  HISTORY     - 1984     GOOD             NGS
 NF0641  HISTORY     - 1989     GOOD             USPSQD
 NF0641  HISTORY     - 20230213 MARK NOT FOUND   MIDT
 NF0641
 NF0641                          STATION DESCRIPTION
 NF0641
 NF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0641'1 MI N FROM BLOOMINGDALE.
 NF0641'1.0 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO CHESHIRE FROM
 NF0641'THE MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT AN
 NF0641'EAST-WEST CROSS ROAD, 174 FEET EAST OF THE CENTER LINE OF THE
 NF0641'BLACK TOP ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE CROSS
 NF0641'ROAD, 1.5 FEET SOUTH OF A FENCE LINE, 142 FEET EAST OF A
 NF0641'FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NF0641'BELOW THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 NF0641'PROJECTING 4 INCHES.
 NF0641
 NF0641                          STATION RECOVERY (1984)
 NF0641
 NF0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0641'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE BLACK
 NF0641'TOP ROAD MENTIONED IN THE OLD DESCRIPTION IS NOW COUNTY ROAD 665.
 NF0641'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF0641'THE MARK IS 0.3 M BELOW A GRAVELED ROAD.
 NF0641
 NF0641                          STATION RECOVERY (1989)
 NF0641
 NF0641'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0641'RECOVERED IN GOOD CONDITION.
 NF0641
 NF0641                          STATION RECOVERY (2023)
 NF0641
 NF0641'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0514 ***********************************************************************
 NF0514  DESIGNATION -  A 175
 NF0514  PID         -  NF0514
 NF0514  STATE/COUNTY-  MI/BARRY
 NF0514  COUNTRY     -  US
 NF0514  USGS QUAD   -  DELTON (2017)
 NF0514
 NF0514                         *CURRENT SURVEY CONTROL
 NF0514  ______________________________________________________________________
 NF0514* NAD 83(1986) POSITION- 42 27 29.     (N) 085 28 09.     (W)   SCALED
 NF0514* NAVD 88 ORTHO HEIGHT -   289.472 (meters)      949.71  (feet) ADJUSTED
 NF0514  ______________________________________________________________________
 NF0514  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 NF0514  DYNAMIC HEIGHT  -        289.383 (meters)      949.42  (feet) COMP
 NF0514  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 NF0514
 NF0514  VERT ORDER      -  SECOND    CLASS 0
 NF0514
 NF0514.The horizontal coordinates were scaled from a map and have
 NF0514.an estimated accuracy of +/- 6 seconds.
 NF0514
 NF0514.The orthometric height was determined by differential leveling and
 NF0514.adjusted by the NATIONAL GEODETIC SURVEY
 NF0514.in June 1991.
 NF0514
 NF0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0514.GEOID18 height accuracy estimate available here.
 NF0514
 NF0514.Click photographs - Photos may exist for this station.
 NF0514
 NF0514.The dynamic height is computed by dividing the NAVD 88
 NF0514.geopotential number by the normal gravity value computed on the
 NF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0514.degrees latitude (g = 980.6199 gals.).
 NF0514
 NF0514.The modeled gravity was interpolated from observed gravity values.
 NF0514
 NF0514;                    North         East    Units  Estimated Accuracy
 NF0514;SPC MI S     -   107,010.    3,909,320.      MT  (+/- 180 meters Scaled)
 NF0514
 NF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258017(NAD 83)
 NF0514
 NF0514                          SUPERSEDED SURVEY CONTROL
 NF0514
 NF0514  NGVD 29 (??/??/92)  289.595  (m)          950.11   (f) ADJ UNCH    2 0
 NF0514
 NF0514.Superseded values are not recommended for survey control.
 NF0514
 NF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0514.See file dsdata.pdf to determine how the superseded data were derived.
 NF0514
 NF0514_MARKER: DB = BENCH MARK DISK
 NF0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0514_STAMPING: A 175 1948
 NF0514_MARK LOGO: CGS
 NF0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0514+STABILITY: SURFACE MOTION
 NF0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0514+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 NF0514
 NF0514  HISTORY     - Date     Condition        Report By
 NF0514  HISTORY     - 1948     MONUMENTED       CGS
 NF0514  HISTORY     - 19940312 GOOD             MI-015
 NF0514  HISTORY     - 19970311 GOOD             USPSQD
 NF0514  HISTORY     - 20041023 GOOD             USPSQD
 NF0514  HISTORY     - 20070421 GOOD             GEOCAC
 NF0514
 NF0514                          STATION DESCRIPTION
 NF0514
 NF0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0514'0.7 MI W FROM MILO.
 NF0514'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE MILO SCHOOL AND ROAD
 NF0514'JUNCTION AT MILO, AT THE TOP OF A GRADE, 25 FEET NORTH OF THE
 NF0514'CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A FENCE LINE, 12
 NF0514'FEET WEST OF THE CENTER OF A GAP, 14 FEET EAST OF A 22-INCH HICKORY
 NF0514'TREE AND USGS BM 951.5, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0514'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0514'POST PROJECTING 4 INCHES.
 NF0514
 NF0514                          STATION RECOVERY (1994)
 NF0514
 NF0514'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0514'THE HICKORY TREE AND USGS BENCH MARK MENTIONED IN OLD DESCRIPTION ARE
 NF0514'GONE.  STATION IS 17.0 FT (5.2 M) WESTERLY OF CENTERLINE OF DRIVEWAY
 NF0514'TO HOUSE NUMBER 9290, 42.0 FT (12.8 M) WESTERLY OF POWER POLE AND 24.0
 NF0514'FT (7.3 M) NORTHERLY OF ROAD CONTERLINE.  LOCATED IN THE
 NF0514'NORTHEAST 1/4 OF SECTION 22, PRAIRIEVILLE TOWNSHIP.
 NF0514
 NF0514                          STATION RECOVERY (1997)
 NF0514
 NF0514'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0514'RECOVERED IN GOOD CONDITION.
 NF0514
 NF0514                          STATION RECOVERY (2004)
 NF0514
 NF0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0514'CARSONITE WITNESS POST ON NORTH SIDE OF CONCRETE POST
 NF0514
 NF0514                          STATION RECOVERY (2007)
 NF0514
 NF0514'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0842 ***********************************************************************
 NF0842  DESIGNATION -  A 176
 NF0842  PID         -  NF0842
 NF0842  STATE/COUNTY-  MI/ALLEGAN
 NF0842  COUNTRY     -  US
 NF0842  USGS QUAD   -  ORANGEVILLE (2017)
 NF0842
 NF0842                         *CURRENT SURVEY CONTROL
 NF0842  ______________________________________________________________________
 NF0842* NAD 83(1986) POSITION- 42 35 39.     (N) 085 37 02.     (W)   SCALED
 NF0842* NAVD 88 ORTHO HEIGHT -   251.527 (meters)      825.22  (feet) ADJUSTED
 NF0842  ______________________________________________________________________
 NF0842  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 NF0842  DYNAMIC HEIGHT  -        251.455 (meters)      824.98  (feet) COMP
 NF0842  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 NF0842
 NF0842  VERT ORDER      -  SECOND    CLASS 0
 NF0842
 NF0842.The horizontal coordinates were scaled from a map and have
 NF0842.an estimated accuracy of +/- 6 seconds.
 NF0842
 NF0842.The orthometric height was determined by differential leveling and
 NF0842.adjusted by the NATIONAL GEODETIC SURVEY
 NF0842.in June 1991.
 NF0842
 NF0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0842.GEOID18 height accuracy estimate available here.
 NF0842
 NF0842.Click photographs - Photos may exist for this station.
 NF0842
 NF0842.The dynamic height is computed by dividing the NAVD 88
 NF0842.geopotential number by the normal gravity value computed on the
 NF0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0842.degrees latitude (g = 980.6199 gals.).
 NF0842
 NF0842.The modeled gravity was interpolated from observed gravity values.
 NF0842
 NF0842;                    North         East    Units  Estimated Accuracy
 NF0842;SPC MI S     -   122,300.    3,897,370.      MT  (+/- 180 meters Scaled)
 NF0842
 NF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN134166(NAD 83)
 NF0842
 NF0842                          SUPERSEDED SURVEY CONTROL
 NF0842
 NF0842  NGVD 29 (??/??/92)  251.654  (m)          825.63   (f) ADJ UNCH    2 0
 NF0842
 NF0842.Superseded values are not recommended for survey control.
 NF0842
 NF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0842.See file dsdata.pdf to determine how the superseded data were derived.
 NF0842
 NF0842_MARKER: DB = BENCH MARK DISK
 NF0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0842_STAMPING: A 176 1948
 NF0842_MARK LOGO: CGS
 NF0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0842+STABILITY: SURFACE MOTION
 NF0842
 NF0842  HISTORY     - Date     Condition        Report By
 NF0842  HISTORY     - 1948     MONUMENTED       CGS
 NF0842  HISTORY     - 19971011 GOOD             USPSQD
 NF0842  HISTORY     - 20070602 MARK NOT FOUND   GEOCAC
 NF0842
 NF0842                          STATION DESCRIPTION
 NF0842
 NF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0842'1 MI E FROM SHELBYVILLE.
 NF0842'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0842'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.25 MILE WEST OF A
 NF0842'NORTH-SOUTH CROSSROAD, ABOUT 0.2 MILE EAST OF A TELEPHONE CABLE
 NF0842'LINE CROSSING ROAD, NEAR THE TOP OF A GRADE, 28 FEET SOUTH OF THE
 NF0842'CENTER LINE OF THE ROAD, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET
 NF0842'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 NF0842'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0842
 NF0842                          STATION RECOVERY (1997)
 NF0842
 NF0842'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0842'RECOVERED IN GOOD CONDITION.
 NF0842
 NF0842                          STATION RECOVERY (2007)
 NF0842
 NF0842'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0842'AREA OF MARK NOW APPEARS TO BE CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0852 ***********************************************************************
 NF0852  DESIGNATION -  A 178
 NF0852  PID         -  NF0852
 NF0852  STATE/COUNTY-  MI/ALLEGAN
 NF0852  COUNTRY     -  US
 NF0852  USGS QUAD   -  WAYLAND (2017)
 NF0852
 NF0852                         *CURRENT SURVEY CONTROL
 NF0852  ______________________________________________________________________
 NF0852* NAD 83(1986) POSITION- 42 43 29.     (N) 085 38 39.     (W)   SCALED
 NF0852* NAVD 88 ORTHO HEIGHT -   232.352 (meters)      762.31  (feet) ADJUSTED
 NF0852  ______________________________________________________________________
 NF0852  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 NF0852  DYNAMIC HEIGHT  -        232.287 (meters)      762.09  (feet) COMP
 NF0852  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 NF0852
 NF0852  VERT ORDER      -  SECOND    CLASS 0
 NF0852
 NF0852.The horizontal coordinates were scaled from a map and have
 NF0852.an estimated accuracy of +/- 6 seconds.
 NF0852
 NF0852.The orthometric height was determined by differential leveling and
 NF0852.adjusted by the NATIONAL GEODETIC SURVEY
 NF0852.in June 1991.
 NF0852
 NF0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0852.GEOID18 height accuracy estimate available here.
 NF0852
 NF0852.Click photographs - Photos may exist for this station.
 NF0852
 NF0852.The dynamic height is computed by dividing the NAVD 88
 NF0852.geopotential number by the normal gravity value computed on the
 NF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0852.degrees latitude (g = 980.6199 gals.).
 NF0852
 NF0852.The modeled gravity was interpolated from observed gravity values.
 NF0852
 NF0852;                    North         East    Units  Estimated Accuracy
 NF0852;SPC MI S     -   136,830.    3,895,380.      MT  (+/- 180 meters Scaled)
 NF0852
 NF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN110311(NAD 83)
 NF0852
 NF0852                          SUPERSEDED SURVEY CONTROL
 NF0852
 NF0852  NGVD 29 (??/??/92)  232.482  (m)          762.73   (f) ADJ UNCH    2 0
 NF0852
 NF0852.Superseded values are not recommended for survey control.
 NF0852
 NF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0852.See file dsdata.pdf to determine how the superseded data were derived.
 NF0852
 NF0852_MARKER: DB = BENCH MARK DISK
 NF0852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0852_SP_SET: BRIDGE ABUTMENT
 NF0852_STAMPING: A 178 1948
 NF0852_MARK LOGO: CGS
 NF0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0852
 NF0852  HISTORY     - Date     Condition        Report By
 NF0852  HISTORY     - 1948     MONUMENTED       CGS
 NF0852  HISTORY     - 1975     GOOD             LOCENG
 NF0852  HISTORY     - 1987     GOOD             USPSQD
 NF0852  HISTORY     - 1989     GOOD             USPSQD
 NF0852  HISTORY     - 19930623 GOOD             LOCSUR
 NF0852  HISTORY     - 20070318 MARK NOT FOUND   GEOCAC
 NF0852
 NF0852                          STATION DESCRIPTION
 NF0852
 NF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0852'2.3 MI W FROM CORNING.
 NF0852'ABOUT 2.3 MILES WEST ALONG COUNTY ROAD 442 FROM THE SCHOOL
 NF0852'AND CROSSROADS AT CORNING, ABOUT 0.45 MILE EAST OF THE
 NF0852'INTERSECTION OF U.S. HIGHWAY 131, SET IN THE TOP OF THE NORTH
 NF0852'END OF THE WEST ABUTMENT OF A 20-FOOT CONCRETE BRIDGE OVER A
 NF0852'CREEK, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT
 NF0852'NORTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.
 NF0852'MARK MAY BE REACHED FROM MOLINE, ALLEGAN COUNTY BY GOING ABOUT
 NF0852'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION,
 NF0852'THENCE ABOUT 0.85 MILE EAST ALONG COUNTY ROAD 442.
 NF0852
 NF0852                          STATION RECOVERY (1975)
 NF0852
 NF0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1987)
 NF0852
 NF0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1989)
 NF0852
 NF0852'RECOVERY NOTE BY US POWER SQUADRON 1989 (HAN)
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1993)
 NF0852
 NF0852'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (2007)
 NF0852
 NF0852'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0852'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0316 ***********************************************************************
 MC0316  DESIGNATION -  A 179 X
 MC0316  PID         -  MC0316
 MC0316  STATE/COUNTY-  MI/MONROE
 MC0316  COUNTRY     -  US
 MC0316  USGS QUAD   -  MONROE (2017)
 MC0316
 MC0316                         *CURRENT SURVEY CONTROL
 MC0316  ______________________________________________________________________
 MC0316* NAD 83(1986) POSITION- 41 54 58.2    (N) 083 23 40.3    (W)   HD_HELD2
 MC0316* NAVD 88 ORTHO HEIGHT -   181.117 (meters)      594.21  (feet) ADJUSTED
 MC0316  ______________________________________________________________________
 MC0316  GEOID HEIGHT    -        -35.233 (meters)                     GEOID18
 MC0316  DYNAMIC HEIGHT  -        181.052 (meters)      594.00  (feet) COMP
 MC0316  MODELED GRAVITY -    980,259.9   (mgal)                       NAVD 88
 MC0316
 MC0316  VERT ORDER      -  FIRST     CLASS II
 MC0316
 MC0316.The horizontal coordinates were established by autonomous hand held GPS
 MC0316.observations and have an estimated accuracy of +/- 10 meters.
 MC0316
 MC0316.The orthometric height was determined by differential leveling and
 MC0316.adjusted by the NATIONAL GEODETIC SURVEY
 MC0316.in June 1991.
 MC0316
 MC0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0316.GEOID18 height accuracy estimate available here.
 MC0316
 MC0316.Click photographs - Photos may exist for this station.
 MC0316
 MC0316.The dynamic height is computed by dividing the NAVD 88
 MC0316.geopotential number by the normal gravity value computed on the
 MC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0316.degrees latitude (g = 980.6199 gals.).
 MC0316
 MC0316.The modeled gravity was interpolated from observed gravity values.
 MC0316
 MC0316;                    North         East    Units  Estimated Accuracy
 MC0316;SPC MI S     -    46,694.    4,080,650.      MT  (+/- 10 meters HH2 GPS)
 MC0316
 MC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0142443241(NAD 83)
 MC0316
 MC0316                          SUPERSEDED SURVEY CONTROL
 MC0316
 MC0316  NGVD 29 (??/??/92)  181.284  (m)          594.76   (f) ADJ UNCH    1 2
 MC0316
 MC0316.Superseded values are not recommended for survey control.
 MC0316
 MC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0316.See file dsdata.pdf to determine how the superseded data were derived.
 MC0316
 MC0316_MARKER: DB = BENCH MARK DISK
 MC0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0316_SP_SET: BRIDGE
 MC0316_STAMPING: A 179 X 1954
 MC0316_MARK LOGO: CGS
 MC0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0316+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 MC0316
 MC0316  HISTORY     - Date     Condition        Report By
 MC0316  HISTORY     - 1954     MONUMENTED       CGS
 MC0316  HISTORY     - 1968     GOOD             CGS
 MC0316  HISTORY     - 1980     GOOD             NGS
 MC0316  HISTORY     - 1983     GOOD             LOCSUR
 MC0316  HISTORY     - 1985     GOOD             USPSQD
 MC0316  HISTORY     - 1987     GOOD             USPSQD
 MC0316  HISTORY     - 20070403 GOOD             WARNKE
 MC0316  HISTORY     - 20080707 GOOD             COLEM
 MC0316  HISTORY     - 20090331 GOOD             ADVGEO
 MC0316  HISTORY     - 20100525 GOOD             SPICE
 MC0316
 MC0316                          STATION DESCRIPTION
 MC0316
 MC0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0316'AT MONROE.
 MC0316'AT MONROE, AT THE NORTH CORNER OF THE INTERSECTION OF EAST FRONT
 MC0316'STREET AND SOUTH MACOMB STREET, SET VERTICALLY IN THE SOUTHWEST
 MC0316'END OF THE NORTHWEST CONCRETE GUARD RAIL OF THE MACOMB STREET
 MC0316'BRIDGE OVER THE RAISIN RIVER, 8 FEET NORTHWEST OF THE NORTHWEST
 MC0316'CURB OF MACOMB STREET AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 MC0316
 MC0316                          STATION RECOVERY (1980)
 MC0316
 MC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1983)
 MC0316
 MC0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1985)
 MC0316
 MC0316'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1987)
 MC0316
 MC0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (2007)
 MC0316
 MC0316'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0316'STATION IS LOCATED IN CITY OF MONROE, 2.4 MILES TO MONROE TWP. HALL,
 MC0316'2.4 MILES TO MONROE CO.CUSTER AIRPORT, 3.1 MILES TO DETROIT EDISON
 MC0316'GENERATION PLANT
 MC0316'TO REACH THE STATION FROM THE INTERSECTION OF E. FIRST ST. AND S.
 MC0316'MACOMB ST. WALK NORTHERLY ON TNE WEST SIDE OF S. MACOMB +/-100' NORTH
 MC0316'OF THE CENTERLINE OF E. FRONT ST. TO CONC. WALL JUST SOUTH OF BRIDGE
 MC0316'OVER RIVER RAISIN.
 MC0316'THE STATION IS FOUND 3-1/2IN. DISK IN S'LY FACE OF CONC. WALL NEAR NE
 MC0316'CORNER OF BRICK BLDG. 2' ABOVE GROUND. WESTERLY 3.86' TO EAST FACE
 MC0316'BRICK BLDG. EASTERLY 0.80' TO SE CORNER OF CONC. WALL (+/-3.5' TALL)
 MC0316'EASTERLY 8.0' TO FACE OF CONC. CURB
 MC0316
 MC0316                          STATION RECOVERY (2008)
 MC0316
 MC0316'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 MC0316'RECOVERED AS DESCRIBED.
 MC0316
 MC0316                          STATION RECOVERY (2009)
 MC0316
 MC0316'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (2010)
 MC0316
 MC0316'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2010 (LK)
 MC0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0237 ***********************************************************************
 NF0237  DESIGNATION -  A 18
 NF0237  PID         -  NF0237
 NF0237  STATE/COUNTY-  MI/IONIA
 NF0237  COUNTRY     -  US
 NF0237  USGS QUAD   -  PORTLAND NORTH (2017)
 NF0237
 NF0237                         *CURRENT SURVEY CONTROL
 NF0237  ______________________________________________________________________
 NF0237* NAD 83(1986) POSITION- 42 53 00.     (N) 084 54 52.     (W)   SCALED
 NF0237* NAVD 88 ORTHO HEIGHT -   231.053 (meters)      758.05  (feet) ADJUSTED
 NF0237  ______________________________________________________________________
 NF0237  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 NF0237  DYNAMIC HEIGHT  -        230.989 (meters)      757.84  (feet) COMP
 NF0237  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 NF0237
 NF0237  VERT ORDER      -  FIRST     CLASS II
 NF0237
 NF0237.The horizontal coordinates were scaled from a map and have
 NF0237.an estimated accuracy of +/- 6 seconds.
 NF0237
 NF0237.The orthometric height was determined by differential leveling and
 NF0237.adjusted by the NATIONAL GEODETIC SURVEY
 NF0237.in June 1991.
 NF0237
 NF0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0237.GEOID18 height accuracy estimate available here.
 NF0237
 NF0237.Click photographs - Photos may exist for this station.
 NF0237
 NF0237.The dynamic height is computed by dividing the NAVD 88
 NF0237.geopotential number by the normal gravity value computed on the
 NF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0237.degrees latitude (g = 980.6199 gals.).
 NF0237
 NF0237.The modeled gravity was interpolated from observed gravity values.
 NF0237
 NF0237;                    North         East    Units  Estimated Accuracy
 NF0237;SPC MI S     -   153,800.    3,955,250.      MT  (+/- 180 meters Scaled)
 NF0237
 NF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN703499(NAD 83)
 NF0237
 NF0237                          SUPERSEDED SURVEY CONTROL
 NF0237
 NF0237  NGVD 29 (??/??/92)  231.189  (m)          758.49   (f) ADJ UNCH    1 2
 NF0237
 NF0237.Superseded values are not recommended for survey control.
 NF0237
 NF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0237.See file dsdata.pdf to determine how the superseded data were derived.
 NF0237
 NF0237_MARKER: DB = BENCH MARK DISK
 NF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0237_STAMPING: ELEV 758.493 FT A 18 1916
 NF0237_MARK LOGO: CGS
 NF0237_PROJECTION: FLUSH
 NF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0237+STABILITY: SURFACE MOTION
 NF0237
 NF0237  HISTORY     - Date     Condition        Report By
 NF0237  HISTORY     - 1916     MONUMENTED       CGS
 NF0237  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0237
 NF0237                          STATION DESCRIPTION
 NF0237
 NF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0237'0.7 MI NW FROM PORTLAND.
 NF0237'0.7 MILES NORTHWEST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 NF0237'STATION AT PORTLAND, IONIA COUNTY, AT A RAILWAY CROSSING, 35
 NF0237'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 40.5 FEET
 NF0237'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED
 NF0237'ELEV. 758.493 FT. A 18 1916 AND SET IN THE TOP OF A CONCRETE
 NF0237'POST PROJECTING ABOUT 11 INCHES ABOVE GROUND.
 NF0237
 NF0237                          STATION RECOVERY (1992)
 NF0237
 NF0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0237'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0489 ***********************************************************************
 NE0489  DESIGNATION -  A 180
 NE0489  PID         -  NE0489
 NE0489  STATE/COUNTY-  MI/MONROE
 NE0489  COUNTRY     -  US
 NE0489  USGS QUAD   -  FLAT ROCK (2017)
 NE0489
 NE0489                         *CURRENT SURVEY CONTROL
 NE0489  ______________________________________________________________________
 NE0489* NAD 83(1986) POSITION- 42 01 25.     (N) 083 16 53.     (W)   SCALED
 NE0489* NAVD 88 ORTHO HEIGHT -   180.667 (meters)      592.74  (feet) ADJUSTED
 NE0489  ______________________________________________________________________
 NE0489  GEOID HEIGHT    -        -35.053 (meters)                     GEOID18
 NE0489  DYNAMIC HEIGHT  -        180.605 (meters)      592.53  (feet) COMP
 NE0489  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 NE0489
 NE0489  VERT ORDER      -  FIRST     CLASS I
 NE0489
 NE0489.The horizontal coordinates were scaled from a map and have
 NE0489.an estimated accuracy of +/- 6 seconds.
 NE0489
 NE0489.The orthometric height was determined by differential leveling and
 NE0489.adjusted by the NATIONAL GEODETIC SURVEY
 NE0489.in June 1991.
 NE0489
 NE0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0489.GEOID18 height accuracy estimate available here.
 NE0489
 NE0489.Click photographs - Photos may exist for this station.
 NE0489
 NE0489.The dynamic height is computed by dividing the NAVD 88
 NE0489.geopotential number by the normal gravity value computed on the
 NE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0489.degrees latitude (g = 980.6199 gals.).
 NE0489
 NE0489.The modeled gravity was interpolated from observed gravity values.
 NE0489
 NE0489;                    North         East    Units  Estimated Accuracy
 NE0489;SPC MI S     -    58,740.    4,089,880.      MT  (+/- 180 meters Scaled)
 NE0489
 NE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG111549(NAD 83)
 NE0489
 NE0489                          SUPERSEDED SURVEY CONTROL
 NE0489
 NE0489  NGVD 29 (??/??/92)  180.834  (m)          593.29   (f) ADJ UNCH    1 1
 NE0489
 NE0489.Superseded values are not recommended for survey control.
 NE0489
 NE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0489.See file dsdata.pdf to determine how the superseded data were derived.
 NE0489
 NE0489_MARKER: X = CHISELED CROSS
 NE0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0489_SP_SET: RAIL
 NE0489_STAMPING: A 180 1954
 NE0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0489
 NE0489  HISTORY     - Date     Condition        Report By
 NE0489  HISTORY     - 1954     MONUMENTED       DTSRR
 NE0489  HISTORY     - 1954     GOOD             CGS
 NE0489  HISTORY     - 1973     GOOD             NGS
 NE0489  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0489
 NE0489                          STATION DESCRIPTION
 NE0489
 NE0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0489'3.6 MI SW FROM ROCKWOOD.
 NE0489'ABOUT 3.55 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0489'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0489'ABOUT 130 YARDS NORTHEAST OF CROSSING OF LABO ROAD, 36 1/2 FEET
 NE0489'NORTHWEST OF MILE POST 27, 51 FEET NORTHWEST OF NORTHWEST
 NE0489'RAIL OF NORTHWEST TRACK, 54 FEET SOUTHEAST OF SOUTHEAST RAIL
 NE0489'OF NEW YORK CENTRAL RAILROAD, SOUTHEAST AND ACROSS NYC RR FROM
 NE0489'TELEPHONE CABLE POLE NO. 1430, 46 FEET NORTHEAST OF A TELEPHONE
 NE0489'POLE, 40 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET
 NE0489'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 NE0489'BELOW LEVEL OF TRACK AND IS A CHISELED CROSS ON THE TOP OF THE
 NE0489'NORTHEAST PART OF A CONCRETE ENCASED 6-FOOT LENGTH OF RAIL
 NE0489'PROJECTING ABOUT 1 INCH.  THE POINT LEVELED TO IS THE CROSS
 NE0489'AND NOT THE HIGH POINT OF RAIL.
 NE0489
 NE0489                          STATION RECOVERY (1973)
 NE0489
 NE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0489'RECOVERED IN GOOD CONDITION.
 NE0489
 NE0489                          STATION RECOVERY (1992)
 NE0489
 NE0489'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0475 ***********************************************************************
 NE0475  DESIGNATION -  A 185
 NE0475  PID         -  NE0475
 NE0475  STATE/COUNTY-  MI/WAYNE
 NE0475  COUNTRY     -  US
 NE0475  USGS QUAD   -  INKSTER (2017)
 NE0475
 NE0475                         *CURRENT SURVEY CONTROL
 NE0475  ______________________________________________________________________
 NE0475* NAD 83(1986) POSITION- 42 16 54.7    (N) 083 21 46.7    (W)   HD_HELD2
 NE0475* NAVD 88 ORTHO HEIGHT -   198.145 (meters)      650.08  (feet) ADJUSTED
 NE0475  ______________________________________________________________________
 NE0475  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 NE0475  DYNAMIC HEIGHT  -        198.086 (meters)      649.89  (feet) COMP
 NE0475  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 NE0475
 NE0475  VERT ORDER      -  SECOND    CLASS 0
 NE0475
 NE0475.The horizontal coordinates were established by autonomous hand held GPS
 NE0475.observations and have an estimated accuracy of +/- 10 meters.
 NE0475
 NE0475.The orthometric height was determined by differential leveling and
 NE0475.adjusted by the NATIONAL GEODETIC SURVEY
 NE0475.in June 1991.
 NE0475
 NE0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0475.GEOID18 height accuracy estimate available here.
 NE0475
 NE0475.Click photographs - Photos may exist for this station.
 NE0475
 NE0475.The dynamic height is computed by dividing the NAVD 88
 NE0475.geopotential number by the normal gravity value computed on the
 NE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0475.degrees latitude (g = 980.6199 gals.).
 NE0475
 NE0475.The modeled gravity was interpolated from observed gravity values.
 NE0475
 NE0475;                    North         East    Units  Estimated Accuracy
 NE0475;SPC MI S     -    87,341.    4,082,784.      MT  (+/- 10 meters HH2 GPS)
 NE0475
 NE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0516483775(NAD 83)
 NE0475
 NE0475                          SUPERSEDED SURVEY CONTROL
 NE0475
 NE0475  NGVD 29 (??/??/92)  198.283  (m)          650.53   (f) ADJ UNCH    2 0
 NE0475
 NE0475.Superseded values are not recommended for survey control.
 NE0475
 NE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0475.See file dsdata.pdf to determine how the superseded data were derived.
 NE0475
 NE0475_MARKER: DB = BENCH MARK DISK
 NE0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0475_SP_SET: RETAINING WALL
 NE0475_STAMPING: A 185 1958
 NE0475_MARK LOGO: CGS
 NE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0475+STABILITY: SURFACE MOTION
 NE0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0475+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 NE0475
 NE0475  HISTORY     - Date     Condition        Report By
 NE0475  HISTORY     - 1958     MONUMENTED       CGS
 NE0475  HISTORY     - 1983     GOOD             LOCSUR
 NE0475  HISTORY     - 1985     GOOD             NGS
 NE0475  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0475  HISTORY     - 20121123 GOOD             INDIV
 NE0475  HISTORY     - 20140825 GOOD             ROWEIN
 NE0475  HISTORY     - 20200805 GOOD             MCA
 NE0475
 NE0475                          STATION DESCRIPTION
 NE0475
 NE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0475'AT WAYNE.
 NE0475'LOCATED AT WAYNE, WAYNE COUNTY, MICHIGAN.  THE MARK IS SET IN
 NE0475'A DRILL HOLE IN THE EAST END OF A CONCRETE RETAINING WALL
 NE0475'AT THE JUNCTION OF VENOY ROAD AND THE MICHIGAN CENTRAL (NYC)
 NE0475'RAILROAD, 59 FEET SOUTHEAST OF THE CENTER-LINE INTERSECTION OF
 NE0475'THE ROAD AND RAILROAD, 33.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 NE0475'MAIN TRACK AND 1.1 FEET EAST OF THE EAST END OF THE RETAINING
 NE0475'WALL.
 NE0475
 NE0475                          STATION RECOVERY (1983)
 NE0475
 NE0475'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0475'RECOVERED IN GOOD CONDITION.
 NE0475
 NE0475                          STATION RECOVERY (1985)
 NE0475
 NE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0475'RECOVERED IN GOOD CONDITION.
 NE0475
 NE0475                          STATION RECOVERY (1989)
 NE0475
 NE0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0475'MARK NOT FOUND.
 NE0475
 NE0475                          STATION RECOVERY (2012)
 NE0475
 NE0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JTV)
 NE0475'RECOVERED AS DESCRIBED
 NE0475
 NE0475                          STATION RECOVERY (2014)
 NE0475
 NE0475'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MWR)
 NE0475'DESCRIPTION IS SUFFICIENT WITH THE FOLLOWING CORRECTION. STATION IS
 NE0475'1.1 FEET WEST OF THE EAST END OF THE RETAINING WALL AND 2.0 FEET
 NE0475'SOUTHWEST OF A CARSONITE WITNESS POST.
 NE0475
 NE0475                          STATION RECOVERY (2020)
 NE0475
 NE0475'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CM)
 NE0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0773 ***********************************************************************
 NE0773  DESIGNATION -  A 186
 NE0773  PID         -  NE0773
 NE0773  STATE/COUNTY-  MI/GENESEE
 NE0773  COUNTRY     -  US
 NE0773  USGS QUAD   -  FLINT SOUTH (2017)
 NE0773
 NE0773                         *CURRENT SURVEY CONTROL
 NE0773  ______________________________________________________________________
 NE0773* NAD 83(1986) POSITION- 42 58 21.     (N) 083 44 11.     (W)   SCALED
 NE0773* NAVD 88 ORTHO HEIGHT -   231.585 (meters)      759.79  (feet) ADJUSTED
 NE0773  ______________________________________________________________________
 NE0773  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 NE0773  DYNAMIC HEIGHT  -        231.524 (meters)      759.59  (feet) COMP
 NE0773  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 NE0773
 NE0773  VERT ORDER      -  SECOND    CLASS 0
 NE0773
 NE0773.This mark is at Bishop Intl Airport (FNT)
 NE0773
 NE0773.The horizontal coordinates were scaled from a map and have
 NE0773.an estimated accuracy of +/- 6 seconds.
 NE0773
 NE0773.The orthometric height was determined by differential leveling and
 NE0773.adjusted by the NATIONAL GEODETIC SURVEY
 NE0773.in June 1991.
 NE0773
 NE0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0773.GEOID18 height accuracy estimate available here.
 NE0773
 NE0773.Click photographs - Photos may exist for this station.
 NE0773
 NE0773.The dynamic height is computed by dividing the NAVD 88
 NE0773.geopotential number by the normal gravity value computed on the
 NE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0773.degrees latitude (g = 980.6199 gals.).
 NE0773
 NE0773.The modeled gravity was interpolated from observed gravity values.
 NE0773
 NE0773;                    North         East    Units  Estimated Accuracy
 NE0773;SPC MI S     -   163,750.    4,051,410.      MT  (+/- 180 meters Scaled)
 NE0773
 NE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH768613(NAD 83)
 NE0773
 NE0773                          SUPERSEDED SURVEY CONTROL
 NE0773
 NE0773  NGVD 29 (??/??/92)  231.734  (m)          760.28   (f) ADJ UNCH    2 0
 NE0773
 NE0773.Superseded values are not recommended for survey control.
 NE0773
 NE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0773.See file dsdata.pdf to determine how the superseded data were derived.
 NE0773
 NE0773_MARKER: DB = BENCH MARK DISK
 NE0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0773_SP_SET: BUILDING
 NE0773_STAMPING: A 186 1959
 NE0773_MARK LOGO: CGS
 NE0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0773
 NE0773  HISTORY     - Date     Condition        Report By
 NE0773  HISTORY     - 1959     MONUMENTED       CGS
 NE0773  HISTORY     - 1971     GOOD             NGS
 NE0773  HISTORY     - 1978     GOOD             NGS
 NE0773  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0773  HISTORY     - 20050128 GOOD             USPSQD
 NE0773  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0773  HISTORY     - 20070411 MARK NOT FOUND   ROWEIN
 NE0773
 NE0773                          STATION DESCRIPTION
 NE0773
 NE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0773'AT BISHOP AIRPORT.
 NE0773'THE B.M. IS SET VERTICALLY ABOUT ONE FOOT ABOVE GROUND AT THE
 NE0773'EXTREME SW CORNER OF THE SMALL CONCRETE BUILDING THAT IS USED
 NE0773'AS THE CONTROL VAULT BY THE FAA.  THIS BUILDING IS LOCATED
 NE0773'APPROXIMATELY 50 FEET EAST OF THE MOST EASTERLY OF THREE BRICK
 NE0773'HANGARS.
 NE0773
 NE0773                          STATION RECOVERY (1971)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (1978)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (2001)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0773
 NE0773                          STATION RECOVERY (2005)
 NE0773
 NE0773'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (2006)
 NE0773
 NE0773'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0773'MARK NOT FOUND.
 NE0773
 NE0773                          STATION RECOVERY (2007)
 NE0773
 NE0773'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0773'THE BUILDINGS REFERRED TO IN THE 1959 DESCRIPTION ARE GONE. TERMINAL
 NE0773'EXPANSION AND NEW PARKING LOTS HAVE BEEN CONSTRUCTED IN THIS AREA.
 NE0773'THIS POINT WAS WEST 700 - 800 FEET +/- WEST OF STATION NE0774 WHICH IS
 NE0773'STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0491 ***********************************************************************
 NF0491  DESIGNATION -  A 187
 NF0491  PID         -  NF0491
 NF0491  STATE/COUNTY-  MI/CALHOUN
 NF0491  COUNTRY     -  US
 NF0491  USGS QUAD   -  BATTLE CREEK (2017)
 NF0491
 NF0491                         *CURRENT SURVEY CONTROL
 NF0491  ______________________________________________________________________
 NF0491* NAD 83(1986) POSITION- 42 19 08.     (N) 085 11 20.     (W)   SCALED
 NF0491* NAVD 88 ORTHO HEIGHT -   250.127 (meters)      820.63  (feet) ADJUSTED
 NF0491  ______________________________________________________________________
 NF0491  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 NF0491  DYNAMIC HEIGHT  -        250.048 (meters)      820.37  (feet) COMP
 NF0491  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 NF0491
 NF0491  VERT ORDER      -  SECOND    CLASS 0
 NF0491
 NF0491.The horizontal coordinates were scaled from a map and have
 NF0491.an estimated accuracy of +/- 6 seconds.
 NF0491
 NF0491.The orthometric height was determined by differential leveling and
 NF0491.adjusted by the NATIONAL GEODETIC SURVEY
 NF0491.in June 1991.
 NF0491
 NF0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0491.GEOID18 height accuracy estimate available here.
 NF0491
 NF0491.Click photographs - Photos may exist for this station.
 NF0491
 NF0491.The dynamic height is computed by dividing the NAVD 88
 NF0491.geopotential number by the normal gravity value computed on the
 NF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0491.degrees latitude (g = 980.6199 gals.).
 NF0491
 NF0491.The modeled gravity was interpolated from observed gravity values.
 NF0491
 NF0491;                    North         East    Units  Estimated Accuracy
 NF0491;SPC MI S     -    91,290.    3,932,220.      MT  (+/- 180 meters Scaled)
 NF0491
 NF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM492867(NAD 83)
 NF0491
 NF0491                          SUPERSEDED SURVEY CONTROL
 NF0491
 NF0491  NGVD 29 (??/??/92)  250.260  (m)          821.06   (f) ADJ UNCH    2 0
 NF0491
 NF0491.Superseded values are not recommended for survey control.
 NF0491
 NF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0491.See file dsdata.pdf to determine how the superseded data were derived.
 NF0491
 NF0491_MARKER: DB = BENCH MARK DISK
 NF0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0491_SP_SET: SILO BASE
 NF0491_STAMPING: A 187 1962
 NF0491_MARK LOGO: CGS
 NF0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0491+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 NF0491
 NF0491  HISTORY     - Date     Condition        Report By
 NF0491  HISTORY     - 1962     MONUMENTED       CGS
 NF0491  HISTORY     - 1987     GOOD             USPSQD
 NF0491  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0491  HISTORY     - 20050912 GOOD             USPSQD
 NF0491
 NF0491                          STATION DESCRIPTION
 NF0491
 NF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0491'AT BATTLE CREEK.
 NF0491'THE BENCH MARK IS 0.9 MILES NW ALONG THE GRAND TRUNK WESTERN
 NF0491'RAILROAD TRACKS FROM THE GRAND TRUNK WESTERN STATION AT BATTLE
 NF0491'CREEK, MICHIGAN ON THE PROPERTY OF THE RALSTON PURINA COMPANY.
 NF0491'THE MARK IS 74.18 FT SW OF THE SW RAIL OF THE MAIN GRAND TRUNK
 NF0491'WESTERN RAILROAD TRACK AND 231.8 FT NW OF THE CENTERLINE OF
 NF0491'MC CAMLY STREET.  THE MARK IS SET IN THE BASE OF A 50 FT COAL
 NF0491'SILO ON THE NE SIDE OF THE SILO.
 NF0491
 NF0491                          STATION RECOVERY (1987)
 NF0491
 NF0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0491'RECOVERED IN GOOD CONDITION.
 NF0491
 NF0491                          STATION RECOVERY (2001)
 NF0491
 NF0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0491'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0491
 NF0491                          STATION RECOVERY (2005)
 NF0491
 NF0491'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0491'NOTE  THE COAL SILO WAS REMOVED 20 OR MORE YEARS AGO. HOWEVER, THE
 NF0491'BASIN-LIKE BASE REMAINS AND IS PART OF A SALINE PROCESSING SYSTEM -
 NF0491'THE EVAPORATION  BASIN. THE MARK REMAAINS BUT FREQUENTLY IS COVERED
 NF0491'BY A FILM OF DIED SALT WHICH MUST BE SCRAPED AWAY TO VIEW THE DISK.
 NF0491'ASSISTED BY DAVE LARSON, ENGINEER, RALSTON PURINA CO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0326 ***********************************************************************
 PL0326  DESIGNATION -  A 190
 PL0326  PID         -  PL0326
 PL0326  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0326  COUNTRY     -  US
 PL0326  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0326
 PL0326                         *CURRENT SURVEY CONTROL
 PL0326  ______________________________________________________________________
 PL0326* NAD 83(1986) POSITION- 44 45 16.     (N) 085 35 34.     (W)   SCALED
 PL0326* NAVD 88 ORTHO HEIGHT -   187.365 (meters)      614.71  (feet) ADJUSTED
 PL0326  ______________________________________________________________________
 PL0326  GEOID HEIGHT    -        -34.581 (meters)                     GEOID18
 PL0326  DYNAMIC HEIGHT  -        187.351 (meters)      614.67  (feet) COMP
 PL0326  MODELED GRAVITY -    980,542.0   (mgal)                       NAVD 88
 PL0326
 PL0326  VERT ORDER      -  SECOND    CLASS 0
 PL0326
 PL0326.The horizontal coordinates were scaled from a map and have
 PL0326.an estimated accuracy of +/- 6 seconds.
 PL0326
 PL0326.The orthometric height was determined by differential leveling and
 PL0326.adjusted by the NATIONAL GEODETIC SURVEY
 PL0326.in June 1991.
 PL0326
 PL0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0326.GEOID18 height accuracy estimate available here.
 PL0326
 PL0326.Click photographs - Photos may exist for this station.
 PL0326
 PL0326.The dynamic height is computed by dividing the NAVD 88
 PL0326.geopotential number by the normal gravity value computed on the
 PL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0326.degrees latitude (g = 980.6199 gals.).
 PL0326
 PL0326.The modeled gravity was interpolated from observed gravity values.
 PL0326
 PL0326;                    North         East    Units  Estimated Accuracy
 PL0326;SPC MI C     -   160,500.    5,902,930.      MT  (+/- 180 meters Scaled)
 PL0326
 PL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ113566(NAD 83)
 PL0326
 PL0326                          SUPERSEDED SURVEY CONTROL
 PL0326
 PL0326  NGVD 29 (??/??/92)  187.480  (m)          615.09   (f) ADJ UNCH    2 0
 PL0326
 PL0326.Superseded values are not recommended for survey control.
 PL0326
 PL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0326.See file dsdata.pdf to determine how the superseded data were derived.
 PL0326
 PL0326_MARKER: DB = BENCH MARK DISK
 PL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0326_STAMPING: A 190 1955
 PL0326_MARK LOGO: CGS
 PL0326_PROJECTION: FLUSH
 PL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0326+STABILITY: SURFACE MOTION
 PL0326
 PL0326  HISTORY     - Date     Condition        Report By
 PL0326  HISTORY     - 1955     MONUMENTED       CGS
 PL0326  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0326  HISTORY     - 19940824 MARK NOT FOUND   USPSQD
 PL0326
 PL0326                          STATION DESCRIPTION
 PL0326
 PL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0326'0.8 MI E FROM TRAVERSE CITY.
 PL0326'AT TRAVERSE CITY, GRAND TRAVERSE COUNTY, ABOUT 0.8 MILE EAST
 PL0326'OF THE PERE MARQUETTE RAILWAY STATION, AT THE INTERSECTION OF
 PL0326'HASTINGS AND HANNAH AVENUES, 83.2 FEET SOUTHEAST OF THE CENTERLINE
 PL0326'CROSSING OF HASTINGS AVENUE, 75.0 FEET NORTHWEST OF THE NORTHWEST
 PL0326'CORNER OF THE PARKER MOTOR FREIGHT, INC. BUILDING, 51.0 FEET
 PL0326'EAST OF THE CENTERLINE OF HASTINGS AVENUE, 37.0 FEET SOUTH OF THE
 PL0326'SOUTH RAIL AND 4.0 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 PL0326'A 190 1955 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PL0326'GROUND.
 PL0326
 PL0326                          STATION RECOVERY (1984)
 PL0326
 PL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0326'NOT RECOVERED, PROBABLY GRADED OUT BY SNOW REMOVAL EQUIPMENT.
 PL0326
 PL0326                          STATION RECOVERY (1994)
 PL0326
 PL0326'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0065 ***********************************************************************
 NG0065  DESIGNATION -  A 192
 NG0065  PID         -  NG0065
 NG0065  STATE/COUNTY-  MI/BERRIEN
 NG0065  COUNTRY     -  US
 NG0065  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0065
 NG0065                         *CURRENT SURVEY CONTROL
 NG0065  ______________________________________________________________________
 NG0065* NAD 83(1986) POSITION- 42 07 34.     (N) 086 25 59.     (W)   SCALED
 NG0065* NAVD 88 ORTHO HEIGHT -   190.102 (meters)      623.69  (feet) ADJUSTED
 NG0065  ______________________________________________________________________
 NG0065  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 NG0065  DYNAMIC HEIGHT  -        190.038 (meters)      623.48  (feet) COMP
 NG0065  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 NG0065
 NG0065  VERT ORDER      -  SECOND    CLASS 0
 NG0065
 NG0065.This mark is at Ross Fld-Twn Cities Airport (BEH)
 NG0065
 NG0065.The horizontal coordinates were scaled from a map and have
 NG0065.an estimated accuracy of +/- 6 seconds.
 NG0065
 NG0065.The orthometric height was determined by differential leveling and
 NG0065.adjusted by the NATIONAL GEODETIC SURVEY
 NG0065.in June 1991.
 NG0065
 NG0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0065.GEOID18 height accuracy estimate available here.
 NG0065
 NG0065.Click photographs - Photos may exist for this station.
 NG0065
 NG0065.The dynamic height is computed by dividing the NAVD 88
 NG0065.geopotential number by the normal gravity value computed on the
 NG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0065.degrees latitude (g = 980.6199 gals.).
 NG0065
 NG0065.The modeled gravity was interpolated from observed gravity values.
 NG0065
 NG0065;                    North         East    Units  Estimated Accuracy
 NG0065;SPC MI S     -    71,650.    3,829,160.      MT  (+/- 180 meters Scaled)
 NG0065
 NG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM468639(NAD 83)
 NG0065
 NG0065                          SUPERSEDED SURVEY CONTROL
 NG0065
 NG0065  NGVD 29 (??/??/92)  190.247  (m)          624.17   (f) ADJ UNCH    2 0
 NG0065
 NG0065.Superseded values are not recommended for survey control.
 NG0065
 NG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0065.See file dsdata.pdf to determine how the superseded data were derived.
 NG0065
 NG0065_MARKER: DB = BENCH MARK DISK
 NG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0065_STAMPING: A 192 1964
 NG0065_MARK LOGO: CGS
 NG0065_PROJECTION: FLUSH
 NG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0065+STABILITY: SURFACE MOTION
 NG0065
 NG0065  HISTORY     - Date     Condition        Report By
 NG0065  HISTORY     - 1964     MONUMENTED       CGS
 NG0065  HISTORY     - 1969     GOOD             CGS
 NG0065  HISTORY     - 1985     GOOD             NGS
 NG0065
 NG0065                          STATION DESCRIPTION
 NG0065
 NG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NG0065'AT BENTON HARBOR.
 NG0065'THE STATION IS LOCATED AT THE BENTON HARBOR ST. JOSEPH AIRPORT
 NG0065'(ROSS FIELD).  DIRECTLY BENEATH THE AIRPORT BEACON.  30.7 FT.
 NG0065'WEST OF A LARGE METAL HANGER LEASED BY THE WHIRLPOOL CORP.
 NG0065'A STANDARD DISK STAMPED A 192 1964 AND SET IN THE TOP OF A
 NG0065'CONCRETE POST FLUSH WITH THE GROUND.
 NG0065
 NG0065                          STATION RECOVERY (1969)
 NG0065
 NG0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NG0065'RECOVERED IN GOOD CONDITION.
 NG0065
 NG0065                          STATION RECOVERY (1985)
 NG0065
 NG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0042 ***********************************************************************
 RK0042  DESIGNATION -  A 193
 RK0042  PID         -  RK0042
 RK0042  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0042  COUNTRY     -  US
 RK0042  USGS QUAD   -  CREIGHTON (2017)
 RK0042
 RK0042                         *CURRENT SURVEY CONTROL
 RK0042  ______________________________________________________________________
 RK0042* NAD 83(1986) POSITION- 46 20 45.     (N) 086 15 47.     (W)   SCALED
 RK0042* NAVD 88 ORTHO HEIGHT -   243.018 (meters)      797.30  (feet) ADJUSTED
 RK0042  ______________________________________________________________________
 RK0042  GEOID HEIGHT    -        -35.107 (meters)                     GEOID18
 RK0042  DYNAMIC HEIGHT  -        243.035 (meters)      797.36  (feet) COMP
 RK0042  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 RK0042
 RK0042  VERT ORDER      -  SECOND    CLASS 0
 RK0042
 RK0042.The horizontal coordinates were scaled from a map and have
 RK0042.an estimated accuracy of +/- 6 seconds.
 RK0042
 RK0042.The orthometric height was determined by differential leveling and
 RK0042.adjusted by the NATIONAL GEODETIC SURVEY
 RK0042.in June 1991.
 RK0042
 RK0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0042.GEOID18 height accuracy estimate available here.
 RK0042
 RK0042.Click photographs - Photos may exist for this station.
 RK0042
 RK0042.The dynamic height is computed by dividing the NAVD 88
 RK0042.geopotential number by the normal gravity value computed on the
 RK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0042.degrees latitude (g = 980.6199 gals.).
 RK0042
 RK0042.The modeled gravity was interpolated from observed gravity values.
 RK0042
 RK0042;                    North         East    Units  Estimated Accuracy
 RK0042;SPC MI N     -   173,930.    8,056,720.      MT  (+/- 180 meters Scaled)
 RK0042
 RK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES567327(NAD 83)
 RK0042
 RK0042                          SUPERSEDED SURVEY CONTROL
 RK0042
 RK0042  NGVD 29 (??/??/92)  242.981  (m)          797.18   (f) ADJ UNCH    2 0
 RK0042
 RK0042.Superseded values are not recommended for survey control.
 RK0042
 RK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0042.See file dsdata.pdf to determine how the superseded data were derived.
 RK0042
 RK0042_MARKER: DB = BENCH MARK DISK
 RK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0042_STAMPING: A 193 1964
 RK0042_MARK LOGO: CGS
 RK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0042+STABILITY: SURFACE MOTION
 RK0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0042+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0042
 RK0042  HISTORY     - Date     Condition        Report By
 RK0042  HISTORY     - 1964     MONUMENTED       CGS
 RK0042  HISTORY     - 20020415 GOOD             MIDT
 RK0042  HISTORY     - 20060911 GOOD             USPSQD
 RK0042
 RK0042                          STATION DESCRIPTION
 RK0042
 RK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0042'0.7 MI E FROM CREIGHTON.
 RK0042'0.7 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATE HIGHWAY
 RK0042'M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 35, T 46 N,
 RK0042'R 16 W, ABOUT 0.2 MILE EAST OF MILEPOST 95, ABOUT TEN 33-FOOT
 RK0042'RAILS WEST OF THE EAST END OF THE CREIGHTON SIDING, 75 FEET
 RK0042'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 73 FEET SOUTH OF THE
 RK0042'CENTER LINE OF STATE HIGHWAY M 28, 123 FEET NORTHWEST ACROSS THE
 RK0042'TRACK FROM THE SEVENTH TELEGRAPH POLE EAST OF THE MILEPOST,
 RK0042'17 FEET WEST OF THE CENTER LINE OF AN ABANDONED GRAVELED DRIVE,
 RK0042'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RK0042'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 RK0042'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0042
 RK0042                          STATION RECOVERY (2002)
 RK0042
 RK0042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0042'MARK IS LOCATED 0.17 MILE WEST ALONG M-28 FROM COUNTY ROAD 448 SOUTH
 RK0042'AND A LARGE SIGN 'SENEY NAT'L WILDLIFE REFUGE'.  NOTE ROAD IS WEST
 RK0042'BOUNDARY OF REFUGE.
 RK0042
 RK0042                          STATION RECOVERY (2006)
 RK0042
 RK0042'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0704 ***********************************************************************
 RJ0704  DESIGNATION -  A 194 RESET
 RJ0704  PID         -  RJ0704
 RJ0704  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0704  COUNTRY     -  US
 RJ0704  USGS QUAD   -  SENEY (2017)
 RJ0704
 RJ0704                         *CURRENT SURVEY CONTROL
 RJ0704  ______________________________________________________________________
 RJ0704* NAD 83(1986) POSITION- 46 21 04.     (N) 085 56 57.     (W)   SCALED
 RJ0704* NAVD 88 ORTHO HEIGHT -   224.18  (+/-2cm)      735.5   (feet) VERTCON3
 RJ0704  ______________________________________________________________________
 RJ0704  GEOID HEIGHT    -        -35.247 (meters)                     GEOID18
 RJ0704  VERT ORDER      -  THIRD (See Below)
 RJ0704
 RJ0704.The horizontal coordinates were scaled from a map and have
 RJ0704.an estimated accuracy of +/- 6 seconds.
 RJ0704
 RJ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0704
 RJ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0704.GEOID18 height accuracy estimate available here.
 RJ0704
 RJ0704.The vertical order pertains to the NGVD 29 superseded value.
 RJ0704
 RJ0704.Click photographs - Photos may exist for this station.
 RJ0704
 RJ0704;                    North         East    Units  Estimated Accuracy
 RJ0704;SPC MI N     -   174,790.    8,080,870.      MT  (+/- 180 meters Scaled)
 RJ0704
 RJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808335(NAD 83)
 RJ0704
 RJ0704                          SUPERSEDED SURVEY CONTROL
 RJ0704
 RJ0704  NGVD 29 (02/05/16)  224.15   (m)          735.4    (f) RESET       3  
 RJ0704
 RJ0704.Superseded values are not recommended for survey control.
 RJ0704
 RJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0704.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0704
 RJ0704_MARKER: DV = VERTICAL CONTROL DISK
 RJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0704_STAMPING: A 194 RESET 1976
 RJ0704_MARK LOGO: NGS
 RJ0704_PROJECTION: FLUSH
 RJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0704+STABILITY: SURFACE MOTION
 RJ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0704+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0704
 RJ0704  HISTORY     - Date     Condition        Report By
 RJ0704  HISTORY     - 1976     MONUMENTED       LOCENG
 RJ0704  HISTORY     - 19990909 GOOD             USPSQD
 RJ0704  HISTORY     - 20030728 GOOD             USPSQD
 RJ0704  HISTORY     - 20060911 GOOD             USPSQD
 RJ0704
 RJ0704                          STATION DESCRIPTION
 RJ0704
 RJ0704'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 RJ0704'0.4 MI NORTH FROM SENEY.
 RJ0704'0.4 MILE NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION OF STATE
 RJ0704'HIGHWAY M-28 IN SENEY, 69 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 RJ0704'169 FEET SOUTH OF A 4 FOOT CULVERT CROSSING THE HIGHWAY, 1.2 FEET
 RJ0704'WEST OF A STEEL POST, NORTH EDGE OF DRIVE EAST OFF HIGHWAY.
 RJ0704'THE MARK IS 3 FT BELOW HIGHWAY.
 RJ0704
 RJ0704                          STATION RECOVERY (1999)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0704'RECOVERED IN GOOD CONDITION.
 RJ0704
 RJ0704                          STATION RECOVERY (2003)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0704'RECOVERED IN GOOD CONDITION.
 RJ0704
 RJ0704                          STATION RECOVERY (2006)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0007 ***********************************************************************
 RK0007  DESIGNATION -  A 195
 RK0007  PID         -  RK0007
 RK0007  STATE/COUNTY-  MI/ALGER
 RK0007  COUNTRY     -  US
 RK0007  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0007
 RK0007                         *CURRENT SURVEY CONTROL
 RK0007  ______________________________________________________________________
 RK0007* NAD 83(2011) POSITION- 46 31 32.87785(N) 086 13 17.15390(W)   ADJUSTED
 RK0007* NAD 83(2011) ELLIP HT-   246.458 (meters)        (06/27/12)   ADJUSTED
 RK0007* NAD 83(2011) EPOCH   -  2010.00
 RK0007* NAVD 88 ORTHO HEIGHT -   281.931 (meters)      924.97  (feet) ADJUSTED
 RK0007  ______________________________________________________________________
 RK0007  GEOID HEIGHT    -        -35.479 (meters)                     GEOID18
 RK0007  NAD 83(2011) X  -    289,716.555 (meters)                     COMP
 RK0007  NAD 83(2011) Y  - -4,386,704.797 (meters)                     COMP
 RK0007  NAD 83(2011) Z  -  4,605,832.910 (meters)                     COMP
 RK0007  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 RK0007  DYNAMIC HEIGHT  -        281.949 (meters)      925.03  (feet) COMP
 RK0007  MODELED GRAVITY -    980,669.7   (mgal)                       NAVD 88
 RK0007
 RK0007  VERT ORDER      -  SECOND    CLASS 0
 RK0007
 RK0007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RK0007  Standards:
 RK0007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RK0007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RK0007  -------------------------------------------------------------------
 RK0007  NETWORK    0.85   1.31           0.40   0.27   0.67     -0.02671741
 RK0007  -------------------------------------------------------------------
 RK0007  Click here for local accuracies and other accuracy information.
 RK0007
 RK0007.The horizontal coordinates were established by GPS observations
 RK0007.and adjusted by the National Geodetic Survey in June 2012.
 RK0007
 RK0007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RK0007.been affixed to the stable North American tectonic plate. See 
 RK0007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RK0007
 RK0007.The horizontal coordinates are valid at the epoch date displayed above
 RK0007.which is a decimal equivalence of Year/Month/Day.
 RK0007
 RK0007.The orthometric height was determined by differential leveling and
 RK0007.adjusted by the NATIONAL GEODETIC SURVEY
 RK0007.in June 1991.
 RK0007
 RK0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0007.GEOID18 height accuracy estimate available here.
 RK0007
 RK0007.Click photographs - Photos may exist for this station.
 RK0007
 RK0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0007
 RK0007.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0007
 RK0007.The ellipsoidal height was determined by GPS observations
 RK0007.and is referenced to NAD 83.
 RK0007
 RK0007.The dynamic height is computed by dividing the NAVD 88
 RK0007.geopotential number by the normal gravity value computed on the
 RK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0007.degrees latitude (g = 980.6199 gals.).
 RK0007
 RK0007.The modeled gravity was interpolated from observed gravity values.
 RK0007
 RK0007. The following values were computed from the NAD 83(2011) position.
 RK0007
 RK0007;                    North         East     Units Scale Factor Converg.
 RK0007;SPC MI N     -   193,959.156 8,059,730.413   MT  0.99991163   +0 33 45.9
 RK0007;SPC MI N     -   636,348.94 26,442,685.08   iFT  0.99991163   +0 33 45.9
 RK0007;UTM  16      - 5,152,764.533   559,712.662   MT  0.99964383   +0 33 54.0
 RK0007
 RK0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0007!SPC MI N     -   0.99996137  x   0.99991163  =   0.99987300
 RK0007!UTM  16      -   0.99996137  x   0.99964383  =   0.99960521
 RK0007
 RK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5971252764(NAD 83)
 RK0007
 RK0007                          SUPERSEDED SURVEY CONTROL
 RK0007
 RK0007  NAD 83(2007)-  46 31 32.87807(N)    086 13 17.15491(W) AD(2002.00) 0
 RK0007  ELLIP H (02/10/07)  246.456  (m)                       GP(2002.00)    
 RK0007  ELLIP H (07/12/02)  246.460  (m)                       GP(       ) 4 2
 RK0007  NAD 83(1994)-  46 31 32.87829(N)    086 13 17.15484(W) AD(       ) B
 RK0007  ELLIP H (09/20/95)  246.463  (m)                       GP(       ) 1 2
 RK0007  NAVD 88             281.93   (m)          925.0    (f) LEVELING    3  
 RK0007  NGVD 29 (??/??/92)  281.888  (m)          924.83   (f) ADJ UNCH    2 0
 RK0007
 RK0007.Superseded values are not recommended for survey control.
 RK0007
 RK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0007.See file dsdata.pdf to determine how the superseded data were derived.
 RK0007
 RK0007_MARKER: DB = BENCH MARK DISK
 RK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0007_STAMPING: A 195 1964
 RK0007_MARK LOGO: CGS
 RK0007_PROJECTION: PROJECTING 15 CENTIMETERS
 RK0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0007+STABILITY: SURFACE MOTION
 RK0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0007+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 RK0007
 RK0007  HISTORY     - Date     Condition        Report By
 RK0007  HISTORY     - 1964     MONUMENTED       CGS
 RK0007  HISTORY     - 19920622 GOOD             LOCENG
 RK0007  HISTORY     - 19940424 GOOD             LOCENG
 RK0007  HISTORY     - 19940520 GOOD             NGS
 RK0007  HISTORY     - 20020415 GOOD             MIDT
 RK0007  HISTORY     - 20060911 GOOD             STS
 RK0007  HISTORY     - 20100517 GOOD             MIDT
 RK0007  HISTORY     - 20200709 GOOD             TRIMEE
 RK0007
 RK0007                          STATION DESCRIPTION
 RK0007
 RK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0007'20.9 MI SW FROM GRAND MARAIS.
 RK0007'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE
 RK0007'METHODIST CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND
 RK0007'SOUTH ALONG COUNTY ROADS 708, 700, AND 714, THENCE 5.8 MILES
 RK0007'SOUTH ALONG COUNTY ROAD 700, OR 0.1 MILE WEST ALONG STATE
 RK0007'HIGHWAY M 28 FROM A 50-FOOT CONCRETE HIGHWAY BRIDGE OVER
 RK0007'CREIGHTON CREEK AT CREIGHTON, THENCE 20.3 MILES NORTH ALONG SAND
 RK0007'ROADS, IN S 30, T 48 N, R 15 W, AT THE INTERSECTION OF ADAMS
 RK0007'TRAIL LEADING EAST AND WEST, COUNTY ROAD 700 LEADING NORTH, AND
 RK0007'A NARROW SAND ROAD LEADING SOUTH, 30 FEET WEST OF THE EXTENDED
 RK0007'CENTER LINE OF THE COUNTY ROAD, 61 FEET SOUTH OF THE
 RK0007'CENTER LINE OF ADAMS TRAIL, 23 FEET EAST OF THE CENTER LINE OF
 RK0007'THE SAND ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 RK0007'ABOUT LEVEL WITH THE SAND ROAD, ABOUT 2 FEET BELOW THE LEVEL OF
 RK0007'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0007'PROJECTING 6 INCHES.
 RK0007
 RK0007                          STATION RECOVERY (1992)
 RK0007
 RK0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 RK0007'TO REACH FROM INT.  OF ST. HWY M-28 AND HWYS M-94 AND CO. HWY 15,
 RK0007'SHINGLETON, MICH, NORTH ON CO. HWY 15 4.9 MILES (7.9 KM) TO CO. HWY
 RK0007'H 58, EAST (RIGHT) ON CO. HWY 58 4.6 MILES (7.4 KM) TO THE
 RK0007'SETTLEMENT OF MELSTRAN, CONTINUE NLY AND ELY ALONG CO. HWY 58, 12.5
 RK0007'MILES (20.1 KM) TO THE INTERSECTION AT THE KINGSTON LAKE ROAD, CO.
 RK0007'HWY 58, NORTH (ALIAS CO. RD 700) AND STATION LOCATION 22.0 MILES
 RK0007'(35.4 KM) FROM SHINGLETON.  NOTE- METAL SIGN POST MISSING, WILL
 RK0007'INSTALL NEW POST WHEN SIGNS ARE RECEIVED FROM NGS.
 RK0007
 RK0007                          STATION RECOVERY (1994)
 RK0007
 RK0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0007'RECOVERED AS DESCRIBED.
 RK0007
 RK0007                          STATION RECOVERY (1994)
 RK0007
 RK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RK0007'STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF
 RK0007'SHINGLETON, 23 KM (14.30 MI) SOUTHWEST FROM GRAND MARAIS, 12.5 MI
 RK0007'(20.1 KM) NORTHEAST OF MELSTRAND, IN SECTION 30, T48N, R15W.
 RK0007'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF
 RK0007'STATE HIGHWAYS 28, 94 AND COUNTY ROUTE H-15 IN SHINGLETON, GO NORTH ON
 RK0007'ROUTE H-15 FOR 4.9 MI (7.9 KM) TO COUNTY ROUTE H-58.  TURN RIGHT,
 RK0007'EAST, ON ROUTE H-58 (ADAMS TRAIL) FOR 4.6 MI (7.4 KM) TO THE
 RK0007'SETTLEMENT OF MELSTRAND AT A SIDE ROAD RIGHT AND COUNTRY STORE ON THE
 RK0007'LEFT.  CONTINUE NORTHERLY AND EASTERLY ON ROUTE H-58 FOR 0.2 MI (0.3
 RK0007'KM) TO A FORK, ROADS ARE GRAVEL FROM HERE.  KEEP RIGHT, EAST, ON ROUTE
 RK0007'H-58 (NO ROAD SIGNS) FOR 12.3 MI (19.8 KM) TO THE INTERSECTION OF
 RK0007'H-58, ADAMS TRAIL ROAD AND A SAND ROAD LEADING SOUTH.  ROUTE H-58
 RK0007'TURNS NORTH HERE AND BECOMES KINGSTON LAKE ROAD.  THE STATION IS IN
 RK0007'THE SOUTHEAST CORNER OF THE INTERSECTION.  STATION PROJECTS 4 CM ABOVE
 RK0007'GROUND.  IT IS LOCATED 62 FT (18.9 M) SOUTH OF THE CENTERLINE OF ROUTE
 RK0007'H-58 COUNTY ROAD, 23 FT (7.0 M) SOUTHWEST OF THE SOUTH POST OF SIGN,
 RK0007'22.0 FT (6.7 M) EAST OF THE APPROXIMATE CENTER OF SAND ROAD LEADING
 RK0007'SOUTH, 13.0 FT (4.0 M) SOUTH OF A 4X4 INCH WOOD POST WITH ARROW, 3.0
 RK0007'FT (0.9 M) NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0007'SAND ROAD, AND ABOUT 2 FT (0.6 M) BELOW LEVEL OF THE EAST-WEST ROAD.
 RK0007
 RK0007                          STATION RECOVERY (2002)
 RK0007
 RK0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0007'LOCATION IS A SNOWMOBILE TRAIL IN WINTER MONTHS.  WITNESS POSTS DO NOT
 RK0007'SURVIVE AT THIS LOCATION. THE REMAINS OF THE METAL POST IS BURIED IN
 RK0007'THE GROUND, METAL LOCATOR WILL HELP IN LOCATING MARK. NO W.P. SET.
 RK0007
 RK0007                          STATION RECOVERY (2006)
 RK0007
 RK0007'RECOVERY NOTE BY STS CONSULTANTS 2006
 RK0007'RECOVERED IN GOOD CONDITION.
 RK0007
 RK0007                          STATION RECOVERY (2010)
 RK0007
 RK0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RK0007'RECOVERED AS DESCRIBED.
 RK0007
 RK0007                          STATION RECOVERY (2020)
 RK0007
 RK0007'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 RK0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0341 ***********************************************************************
 RJ0341  DESIGNATION -  A 196
 RJ0341  PID         -  RJ0341
 RJ0341  STATE/COUNTY-  MI/LUCE
 RJ0341  COUNTRY     -  US
 RJ0341  USGS QUAD   -  ROBERTS CORNER (2017)
 RJ0341
 RJ0341                         *CURRENT SURVEY CONTROL
 RJ0341  ______________________________________________________________________
 RJ0341* NAD 83(1986) POSITION- 46 21 13.     (N) 085 27 05.     (W)   SCALED
 RJ0341* NAVD 88 ORTHO HEIGHT -   222.963 (meters)      731.50  (feet) ADJUSTED
 RJ0341  ______________________________________________________________________
 RJ0341  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 RJ0341  DYNAMIC HEIGHT  -        222.977 (meters)      731.55  (feet) COMP
 RJ0341  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 RJ0341
 RJ0341  VERT ORDER      -  SECOND    CLASS 0
 RJ0341
 RJ0341.The horizontal coordinates were scaled from a map and have
 RJ0341.an estimated accuracy of +/- 6 seconds.
 RJ0341
 RJ0341.The orthometric height was determined by differential leveling and
 RJ0341.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0341.in June 1991.
 RJ0341
 RJ0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0341.GEOID18 height accuracy estimate available here.
 RJ0341
 RJ0341.Click photographs - Photos may exist for this station.
 RJ0341
 RJ0341.The dynamic height is computed by dividing the NAVD 88
 RJ0341.geopotential number by the normal gravity value computed on the
 RJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0341.degrees latitude (g = 980.6199 gals.).
 RJ0341
 RJ0341.The modeled gravity was interpolated from observed gravity values.
 RJ0341
 RJ0341;                    North         East    Units  Estimated Accuracy
 RJ0341;SPC MI N     -   175,690.    8,119,180.      MT  (+/- 180 meters Scaled)
 RJ0341
 RJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS191345(NAD 83)
 RJ0341
 RJ0341                          SUPERSEDED SURVEY CONTROL
 RJ0341
 RJ0341  NGVD 29 (??/??/92)  222.919  (m)          731.36   (f) ADJ UNCH    2 0
 RJ0341
 RJ0341.Superseded values are not recommended for survey control.
 RJ0341
 RJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0341.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0341
 RJ0341_MARKER: DB = BENCH MARK DISK
 RJ0341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0341+WITH SETTING: INFORMATION.
 RJ0341_STAMPING: A 196 1964
 RJ0341_MARK LOGO: CGS
 RJ0341_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0341
 RJ0341  HISTORY     - Date     Condition        Report By
 RJ0341  HISTORY     - 1964     MONUMENTED       CGS
 RJ0341
 RJ0341                          STATION DESCRIPTION
 RJ0341
 RJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0341'2.5 MI E FROM NEWBERRY.
 RJ0341'ABOUT 2.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0341'AT NEWBERRY, IN S 29, T 46 N, R 9 W, ABOUT 0.45 MILE WEST OF A
 RJ0341'ROAD LEADING SOUTH AWAY FROM THE TRACK, 11 1/2 FEET SOUTH OF THE
 RJ0341'SOUTH RAIL, 10 FEET WEST OF MILEPOST 56, 1 1/2 FEET EAST OF
 RJ0341'THE WEST LEG OF A METAL RAIL RACK, 1.5 FEET NORTHWEST OF A
 RJ0341'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 RJ0341'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 RJ0341'DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN A 4-INCH
 RJ0341'METAL PIPE THAT PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0564 ***********************************************************************
 RJ0564  DESIGNATION -  A 197
 RJ0564  PID         -  RJ0564
 RJ0564  STATE/COUNTY-  MI/ALGER
 RJ0564  COUNTRY     -  US
 RJ0564  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0564
 RJ0564                         *CURRENT SURVEY CONTROL
 RJ0564  ______________________________________________________________________
 RJ0564* NAD 83(1986) POSITION- 46 38 59.21   (N) 085 58 07.07   (W)   HD_HELD1
 RJ0564* NAVD 88 ORTHO HEIGHT -   259.561 (meters)      851.58  (feet) ADJUSTED
 RJ0564  ______________________________________________________________________
 RJ0564  GEOID HEIGHT    -        -35.882 (meters)                     GEOID18
 RJ0564  DYNAMIC HEIGHT  -        259.582 (meters)      851.65  (feet) COMP
 RJ0564  MODELED GRAVITY -    980,688.1   (mgal)                       NAVD 88
 RJ0564
 RJ0564  VERT ORDER      -  SECOND    CLASS 0
 RJ0564
 RJ0564.The horizontal coordinates were determined by differentially corrected
 RJ0564.hand held GPS observations or other comparable positioning techniques
 RJ0564.and have an estimated accuracy of +/- 3 meters.
 RJ0564
 RJ0564.The orthometric height was determined by differential leveling and
 RJ0564.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0564.in June 1991.
 RJ0564
 RJ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0564.GEOID18 height accuracy estimate available here.
 RJ0564
 RJ0564.Click photographs - Photos may exist for this station.
 RJ0564
 RJ0564.The dynamic height is computed by dividing the NAVD 88
 RJ0564.geopotential number by the normal gravity value computed on the
 RJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0564.degrees latitude (g = 980.6199 gals.).
 RJ0564
 RJ0564.The modeled gravity was interpolated from observed gravity values.
 RJ0564
 RJ0564;                    North         East    Units  Estimated Accuracy
 RJ0564;SPC MI N     -   207,960.3   8,078,944.6     MT  (+/- 3 meters HH1 GPS) 
 RJ0564
 RJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7892166763(NAD 83)
 RJ0564
 RJ0564                          SUPERSEDED SURVEY CONTROL
 RJ0564
 RJ0564  NGVD 29 (??/??/92)  259.521  (m)          851.45   (f) ADJ UNCH    2 0
 RJ0564
 RJ0564.Superseded values are not recommended for survey control.
 RJ0564
 RJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0564.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0564
 RJ0564_MARKER: DB = BENCH MARK DISK
 RJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0564_STAMPING: A 197 1964
 RJ0564_MARK LOGO: CGS
 RJ0564_PROJECTION: RECESSED 9 CENTIMETERS
 RJ0564_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0564+STABILITY: SURFACE MOTION
 RJ0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0564+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2020
 RJ0564
 RJ0564  HISTORY     - Date     Condition        Report By
 RJ0564  HISTORY     - 1964     MONUMENTED       CGS
 RJ0564  HISTORY     - 19930605 GOOD             LOCENG
 RJ0564  HISTORY     - 19940801 GOOD             USPSQD
 RJ0564  HISTORY     - 20201107 GOOD             PROFLN
 RJ0564
 RJ0564                          STATION DESCRIPTION
 RJ0564
 RJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0564'2.4 MI SE FROM GRAND MARAIS.
 RJ0564'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0564'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0564'714, IN S 8, T 49 N, R 13 W, 49 FEET NORTHEAST OF THE CENTER
 RJ0564'OF THE JUNCTION OF COUNTY ROAD 703, 29 FEET EAST OF THE CENTER
 RJ0564'LINE OF COUNTY ROAD 703, 16 FEET NORTH OF THE CENTER LINE OF
 RJ0564'A NARROW PRIVATE ROAD LEADING EAST, 1 1/2 FEET WEST OF A FENCE
 RJ0564'LINE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RJ0564'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0564'6 INCHES.
 RJ0564
 RJ0564                          STATION RECOVERY (1993)
 RJ0564
 RJ0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0564'RECOVERED AS DESCRIBED.
 RJ0564
 RJ0564                          STATION RECOVERY (1994)
 RJ0564
 RJ0564'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0564'RECOVERED IN GOOD CONDITION.
 RJ0564
 RJ0564                          STATION RECOVERY (2020)
 RJ0564
 RJ0564'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0564'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE FOUR-WAY
 RJ0564'INTERSECTION OF AIRPORT ROAD TO SOUTH AND WEST, ELLEN STREET TO THE
 RJ0564'NORTH AND A PRIVATE DRIVE EAST TO PROPERTIES N13722 AND N13730; 28 FT
 RJ0564'(8.5 M) EAST OF THE CENTER OF ELLEN STREET, 26 FT (7.9 M) NORTH OF THE
 RJ0564'CENTER OF THE PRIVATE DRIVE AND 1.7 FT (0.5 M) SOUTH OF A METAL
 RJ0564'WITNESS POST.  THE DISK IS SET IN THE TOP OF A 12 INCH (30 CM)
 RJ0564'DIAMETER DOMED CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM) REBAR
 RJ0564'ALONGSIDE THE SOUTH EDGE OF THE CONCRETE MONUMENT.
 RJ0564'
 RJ0564'MARK MIGHT NOT BE GPS SUITABLE WITH LEAVES ON TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0319 ***********************************************************************
 RJ0319  DESIGNATION -  A 198
 RJ0319  PID         -  RJ0319
 RJ0319  STATE/COUNTY-  MI/LUCE
 RJ0319  COUNTRY     -  US
 RJ0319  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0319
 RJ0319                         *CURRENT SURVEY CONTROL
 RJ0319  ______________________________________________________________________
 RJ0319* NAD 83(1986) POSITION- 46 38 56.     (N) 085 22 46.     (W)   SCALED
 RJ0319* NAVD 88 ORTHO HEIGHT -   212.710 (meters)      697.87  (feet) ADJUSTED
 RJ0319  ______________________________________________________________________
 RJ0319  GEOID HEIGHT    -        -36.232 (meters)                     GEOID18
 RJ0319  DYNAMIC HEIGHT  -        212.725 (meters)      697.92  (feet) COMP
 RJ0319  MODELED GRAVITY -    980,679.8   (mgal)                       NAVD 88
 RJ0319
 RJ0319  VERT ORDER      -  SECOND    CLASS 0
 RJ0319
 RJ0319.The horizontal coordinates were scaled from a map and have
 RJ0319.an estimated accuracy of +/- 6 seconds.
 RJ0319
 RJ0319.The orthometric height was determined by differential leveling and
 RJ0319.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0319.in June 1991.
 RJ0319
 RJ0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0319.GEOID18 height accuracy estimate available here.
 RJ0319
 RJ0319.Click photographs - Photos may exist for this station.
 RJ0319
 RJ0319.The dynamic height is computed by dividing the NAVD 88
 RJ0319.geopotential number by the normal gravity value computed on the
 RJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0319.degrees latitude (g = 980.6199 gals.).
 RJ0319
 RJ0319.The modeled gravity was interpolated from observed gravity values.
 RJ0319
 RJ0319;                    North         East    Units  Estimated Accuracy
 RJ0319;SPC MI N     -   208,620.    8,124,040.      MT  (+/- 180 meters Scaled)
 RJ0319
 RJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS240674(NAD 83)
 RJ0319
 RJ0319                          SUPERSEDED SURVEY CONTROL
 RJ0319
 RJ0319  NGVD 29 (??/??/92)  212.669  (m)          697.73   (f) ADJ UNCH    2 0
 RJ0319
 RJ0319.Superseded values are not recommended for survey control.
 RJ0319
 RJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0319.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0319
 RJ0319_MARKER: DB = BENCH MARK DISK
 RJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0319_STAMPING: A 198 1964
 RJ0319_MARK LOGO: CGS
 RJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0319+STABILITY: SURFACE MOTION
 RJ0319
 RJ0319  HISTORY     - Date     Condition        Report By
 RJ0319  HISTORY     - 1964     MONUMENTED       CGS
 RJ0319
 RJ0319                          STATION DESCRIPTION
 RJ0319
 RJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0319'16.7 MI SE FROM DEER PARK.
 RJ0319'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEAR PARK
 RJ0319'LODGE AT DEER PARK, THENCE 13.9 MILES EAST ALONG COUNTY ROADS
 RJ0319'410, 412 AND 414, OR 18.6 MILES NORTHEAST ALONG STATE HIGHWAY
 RJ0319'123 FROM THE SOO LINE RAILROAD STATION AT NEWBERRY, THENCE 6.3
 RJ0319'MILES NORTH ALONG COUNTY ROAD 500, THENCE 1.0 MILE NORTHWEST
 RJ0319'ALONG COUNTY ROAD 414, IN S 13, T 49 N, R 9 W, ABOUT 100 YARDS
 RJ0319'SOUTHEAST OF THE JUNCTION OF A GRADED SAND ROAD LEADING EAST
 RJ0319'TO CULHANE LAKE, AT THE JUNCTION OF A SAND ROAD THAT CONNECTS
 RJ0319'THE TWO ROADS, 120 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RJ0319'LEADING EAST, 52 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 RJ0319'ROAD 414, 33 FEET EAST OF THE CENTER LINE OF THE CONNECTING
 RJ0319'ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 RJ0319'ABOVE THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A
 RJ0319'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0548 ***********************************************************************
 RJ0548  DESIGNATION -  A 199
 RJ0548  PID         -  RJ0548
 RJ0548  STATE/COUNTY-  MI/LUCE
 RJ0548  COUNTRY     -  US
 RJ0548  USGS QUAD   -  MUSKALLONGE LAKE WEST (2017)
 RJ0548
 RJ0548                         *CURRENT SURVEY CONTROL
 RJ0548  ______________________________________________________________________
 RJ0548* NAD 83(1986) POSITION- 46 39 47.2    (N) 085 44 40.1    (W)   HD_HELD2
 RJ0548* NAVD 88 ORTHO HEIGHT -   207.575 (meters)      681.02  (feet) ADJUSTED
 RJ0548  ______________________________________________________________________
 RJ0548  GEOID HEIGHT    -        -36.005 (meters)                     GEOID18
 RJ0548  DYNAMIC HEIGHT  -        207.594 (meters)      681.08  (feet) COMP
 RJ0548  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 RJ0548
 RJ0548  VERT ORDER      -  SECOND    CLASS 0
 RJ0548
 RJ0548.The horizontal coordinates were established by autonomous hand held GPS
 RJ0548.observations and have an estimated accuracy of +/- 10 meters.
 RJ0548
 RJ0548.The orthometric height was determined by differential leveling and
 RJ0548.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0548.in June 1991.
 RJ0548
 RJ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0548.GEOID18 height accuracy estimate available here.
 RJ0548
 RJ0548.Click photographs - Photos may exist for this station.
 RJ0548
 RJ0548.The dynamic height is computed by dividing the NAVD 88
 RJ0548.geopotential number by the normal gravity value computed on the
 RJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0548.degrees latitude (g = 980.6199 gals.).
 RJ0548
 RJ0548.The modeled gravity was interpolated from observed gravity values.
 RJ0548
 RJ0548;                    North         East    Units  Estimated Accuracy
 RJ0548;SPC MI N     -   209,689.    8,096,078.      MT  (+/- 10 meters HH2 GPS)
 RJ0548
 RJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9605068493(NAD 83)
 RJ0548
 RJ0548                          SUPERSEDED SURVEY CONTROL
 RJ0548
 RJ0548  NGVD 29 (??/??/92)  207.538  (m)          680.90   (f) ADJ UNCH    2 0
 RJ0548
 RJ0548.Superseded values are not recommended for survey control.
 RJ0548
 RJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0548.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0548
 RJ0548_MARKER: DB = BENCH MARK DISK
 RJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0548_STAMPING: A 199 1964
 RJ0548_MARK LOGO: CGS
 RJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0548+STABILITY: SURFACE MOTION
 RJ0548
 RJ0548  HISTORY     - Date     Condition        Report By
 RJ0548  HISTORY     - 1964     MONUMENTED       CGS
 RJ0548  HISTORY     - 20090822 GOOD             INDIV
 RJ0548
 RJ0548                          STATION DESCRIPTION
 RJ0548
 RJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0548'11.1 MI SW FROM DEER PARK.
 RJ0548'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0548'LODGE AT DEER PARK, THENCE 7.5 MILES WEST AND NORTHWEST ALONG
 RJ0548'COUNTY ROADS 410 AND 416, THENCE 0.9 MILE NORTH ALONG COUNTY
 RJ0548'ROAD 433, IN S 12, T 49 N, R 12 W, ABOUT 0.7 MILE SOUTH OF A
 RJ0548'30-FOOT WOODEN BIRDGE OVER THE BLIND SUCKER RIVER, 36 FEET
 RJ0548'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A NARROW SAND ROAD
 RJ0548'LEADING WEST, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 17
 RJ0548'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 1.4
 RJ0548'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 RJ0548'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0548
 RJ0548                          STATION RECOVERY (2009)
 RJ0548
 RJ0548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (PNL)
 RJ0548'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 407 AND COUNTY ROAD 410
 RJ0548'SOUTH OF DEER PARK, PROCEED WESTERLY AND NORTHWESTERLY ALONG CR 410
 RJ0548'(GRAVEL) 8.38 MILES TO STATION LOCATED ON LEFT (WEST) SIDE OF ROAD.
 RJ0548'
 RJ0548'ALSO 1.42 MILES NORTHWESTERLY OF CO. ROAD 433, 0.60 MILE SOUTHERLY OF
 RJ0548'THE 4 WAY INTERSECTION OF CO. ROAD 410, CO. ROAD 407 AND THE DRIVE TO
 RJ0548'BLIND SUCKER NO. 2 STATE FOREST CAMPGROUND, AND 0.7 MILE SOUTH OF
 RJ0548'BRIDGE OVER THE BLIND SUCKER RIVER.
 RJ0548'NOTE-ROAD NUMBERS HAVE CHANGED SINCE 1964 DESCRIPTION.
 RJ0548'
 RJ0548'THE STATION IS LOCATED 32 FEET WEST OF CENTERLINE COUNTY ROAD 410, 340
 RJ0548'FEET SOUTH OF CENTERLINE OF WOODS ROAD TO THE NORTHEAST, N20W - 13.2
 RJ0548'FEET OF CENTER OF 15 INCH OAK TREE AND S60E -2.0 FEET OF A METAL
 RJ0548'WITNESS POST.  NOTE-'NARROW ROAD LEADING WEST' FROM 1964 DESCRIPTION
 RJ0548'IS NOT EVIDENT.
 RJ0548'MARK IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT, FLUSH WITH THE
 RJ0548'SET A 1/2 INCH REBAR ALONGSIDE THE EAST EDGE OF THE CONC. MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0004 ***********************************************************************
 NF0004  DESIGNATION -  A 19=895
 NF0004  PID         -  NF0004
 NF0004  STATE/COUNTY-  MI/INGHAM
 NF0004  COUNTRY     -  US
 NF0004  USGS QUAD   -  MASON (2017)
 NF0004
 NF0004                         *CURRENT SURVEY CONTROL
 NF0004  ______________________________________________________________________
 NF0004* NAD 83(1986) POSITION- 42 34 55.     (N) 084 26 53.     (W)   SCALED
 NF0004* NAVD 88 ORTHO HEIGHT -   272.216 (meters)      893.10  (feet) ADJUSTED
 NF0004  ______________________________________________________________________
 NF0004  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 NF0004  DYNAMIC HEIGHT  -        272.132 (meters)      892.82  (feet) COMP
 NF0004  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 NF0004
 NF0004  VERT ORDER      -  FIRST     CLASS II
 NF0004
 NF0004.The horizontal coordinates were scaled from a map and have
 NF0004.an estimated accuracy of +/- 6 seconds.
 NF0004
 NF0004.The orthometric height was determined by differential leveling and
 NF0004.adjusted by the NATIONAL GEODETIC SURVEY
 NF0004.in June 1991.
 NF0004
 NF0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0004.GEOID18 height accuracy estimate available here.
 NF0004
 NF0004.Click photographs - Photos may exist for this station.
 NF0004
 NF0004.The dynamic height is computed by dividing the NAVD 88
 NF0004.geopotential number by the normal gravity value computed on the
 NF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0004.degrees latitude (g = 980.6199 gals.).
 NF0004
 NF0004.The modeled gravity was interpolated from observed gravity values.
 NF0004
 NF0004;                    North         East    Units  Estimated Accuracy
 NF0004;SPC MI S     -   120,180.    3,993,320.      MT  (+/- 180 meters Scaled)
 NF0004
 NF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN094175(NAD 83)
 NF0004
 NF0004                          SUPERSEDED SURVEY CONTROL
 NF0004
 NF0004  NGVD 29 (??/??/92)  272.344  (m)          893.52   (f) ADJ UNCH    1 2
 NF0004
 NF0004.Superseded values are not recommended for survey control.
 NF0004
 NF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0004.See file dsdata.pdf to determine how the superseded data were derived.
 NF0004
 NF0004_MARKER: DD = SURVEY DISK
 NF0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0004_SP_SET: BRIDGE
 NF0004_STAMPING: MICHIGAN 893.515
 NF0004_MARK LOGO: USGS
 NF0004_PROJECTION: FLUSH
 NF0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0004
 NF0004  HISTORY     - Date     Condition        Report By
 NF0004  HISTORY     - 1908     MONUMENTED       USGS
 NF0004  HISTORY     - 1916     GOOD             CGS
 NF0004  HISTORY     - 1934     GOOD             CGS
 NF0004  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0004  HISTORY     - 20030419 POOR             USPSQD
 NF0004  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0004
 NF0004                          STATION DESCRIPTION
 NF0004
 NF0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0004'AT MASON.
 NF0004'AT MASON, INGHAM COUNTY, 1/8 MILE SOUTHEAST OF THE MICHIGAN
 NF0004'CENTRAL RAILROAD STATION, AT THE WEST COLUMBIA STREET BRIDGE
 NF0004'OVER SYCAMORE CREEK, ON THE NORTHWEST END OF THE NORTHEAST
 NF0004'WALL, AND 1.2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES
 NF0004'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MICHIGAN 893.515.
 NF0004
 NF0004                          STATION RECOVERY (1934)
 NF0004
 NF0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0004'RECOVERED IN GOOD CONDITION.
 NF0004
 NF0004                          STATION RECOVERY (1992)
 NF0004
 NF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0004'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0004
 NF0004                          STATION RECOVERY (2003)
 NF0004
 NF0004'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0004'3/4 OF MARK IS GONE. CHANGE NAME OF STREET FROM WEST COLUMBIA TO STATE
 NF0004'STREET. MARK IS USABLE.
 NF0004
 NF0004                          STATION RECOVERY (2005)
 NF0004
 NF0004'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0004'IT LOOKS LIKE THE MARK HAS BEEN DESTROYED AS A NEW BRIDGE HAS BEEN
 NF0004'BUILT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0249 ***********************************************************************
 QK0249  DESIGNATION -  A 2
 QK0249  PID         -  QK0249
 QK0249  STATE/COUNTY-  MI/MACKINAC
 QK0249  COUNTRY     -  US
 QK0249  USGS QUAD   -  SAINT IGNACE (2017)
 QK0249
 QK0249                         *CURRENT SURVEY CONTROL
 QK0249  ______________________________________________________________________
 QK0249* NAD 83(1994) POSITION- 45 50 50.27400(N) 084 43 23.98667(W)   ADJUSTED
 QK0249* NAVD 88 ORTHO HEIGHT -   177.331 (meters)      581.79  (feet) ADJUSTED
 QK0249  ______________________________________________________________________
 QK0249  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 QK0249  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 QK0249  DYNAMIC HEIGHT  -        177.337 (meters)      581.81  (feet) COMP
 QK0249  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 QK0249
 QK0249  HORZ ORDER      -  FIRST
 QK0249  VERT ORDER      -  FIRST     CLASS II
 QK0249
 QK0249.The horizontal coordinates were established by classical geodetic methods
 QK0249.and adjusted by the National Geodetic Survey in February 1997.
 QK0249
 QK0249.The orthometric height was determined by differential leveling and
 QK0249.adjusted by the NATIONAL GEODETIC SURVEY
 QK0249.in June 1991.
 QK0249
 QK0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0249.GEOID18 height accuracy estimate available here.
 QK0249
 QK0249.Click photographs - Photos may exist for this station.
 QK0249
 QK0249.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0249
 QK0249.The dynamic height is computed by dividing the NAVD 88
 QK0249.geopotential number by the normal gravity value computed on the
 QK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0249.degrees latitude (g = 980.6199 gals.).
 QK0249
 QK0249.The modeled gravity was interpolated from observed gravity values.
 QK0249
 QK0249. The following values were computed from the NAD 83(1994) position.
 QK0249
 QK0249;                    North         East     Units Scale Factor Converg.
 QK0249;SPC MI N     -   120,792.991 8,176,806.554   MT  0.99993188   +1 38 44.0
 QK0249;SPC MI N     -   396,302.46 26,826,793.16   iFT  0.99993188   +1 38 44.0
 QK0249;UTM  16      - 5,079,602.006   676,770.859   MT  0.99998417   +1 38 02.0
 QK0249
 QK0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0249!SPC MI N     -   0.99997775  x   0.99993188  =   0.99990963
 QK0249!UTM  16      -   0.99997775  x   0.99998417  =   0.99996192
 QK0249
 QK0249:                Primary Azimuth Mark                     Grid Az
 QK0249:SPC MI N     -  MACKINAW CITY MUNICIPAL TANK             178 31 46.6
 QK0249:UTM  16      -  MACKINAW CITY MUNICIPAL TANK             178 32 28.6
 QK0249
 QK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7677079602(NAD 83)
 QK0249
 QK0249|---------------------------------------------------------------------|
 QK0249| PID    Reference Object                     Distance      Geod. Az  |
 QK0249|                                                           dddmmss.s |
 QK0249| QK0736 MACKINAC IS GRAND HOTEL TANK        APPROX. 7.5 KM 0862642.3 |
 QK0249| QK0726 ROUND ISLAND LIGHT                  APPROX. 8.4 KM 0931116.9 |
 QK0249| QK0734 MACKINAW CITY MUNICIPAL TANK        APPROX. 7.1 KM 1801030.6 |
 QK0249|---------------------------------------------------------------------|
 QK0249
 QK0249                          SUPERSEDED SURVEY CONTROL
 QK0249
 QK0249  NAD 83(1986)-  45 50 50.26683(N)    084 43 23.98582(W) AD(       ) 1
 QK0249  NAD 27      -  45 50 50.22400(N)    084 43 23.80900(W) AD(       ) 1
 QK0249  NGVD 29 (??/??/92)  177.373  (m)          581.93   (f) ADJ UNCH    1 2
 QK0249
 QK0249.Superseded values are not recommended for survey control.
 QK0249
 QK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0249.See file dsdata.pdf to determine how the superseded data were derived.
 QK0249
 QK0249_MARKER: P = PIPE CAP
 QK0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0249
 QK0249  HISTORY     - Date     Condition        Report By
 QK0249  HISTORY     - 1954     MONUMENTED       MIDH
 QK0249  HISTORY     - 1956     GOOD             CGS
 QK0249  HISTORY     - 1970     GOOD             NGS
 QK0249
 QK0249                          STATION DESCRIPTION
 QK0249
 QK0249'DESCRIBED BY MI DEPT OF HIGHWAYS 1954 (CTH)
 QK0249'STATION IS SITUATED 1.5 MILES WEST OF ST. IGNACE AT THE NORTHERN END
 QK0249'OF THE MOLE
 QK0249'SECTION COMPRISING THE NORTHERN APPROACH TO THE PROPOSED
 QK0249'STRAITS OF MACKINAC BRIDGE.
 QK0249'THIS POINT IS THE ORIGINAL NORTHERN POINT
 QK0249'DESIGNATING THE CENTERLINE OF THE BRIDGE AND
 QK0249'WAS ESTABLISHED BY THE MICHIGAN
 QK0249'STATE HIGHWAY DEPARTMENT.  THE MARK IS A 2-BY 48-INCH IRON PIPE
 QK0249'WITH CAP,
 QK0249'WITH TRIANGLE AND PUNCHMARK INSCRIBED ON TOP.  THIS MARK IS 8
 QK0249'FEET BELOW THE PRESENT
 QK0249'GROUND LEVEL, ACCESS TO SAME BY BRICK-SIDED CIRCULAR
 QK0249'MANHOLE WITH STANDARD SEWER MANHOLE
 QK0249'COLLAR AND LID.  THE PIPE
 QK0249'MARKER IS SET IN CONCRETE, WITH JUST THE CAP
 QK0249'PROTRUDING FROM THE CONCRETE.
 QK0249'UNLESS TRANSFERRED TO THE BRIDGE LEVEL LATER THIS MARKER WILL
 QK0249'BE
 QK0249'INACCESSIBLE AFTER THE BRIDGE IS COMPLETED.
 QK0249
 QK0249                          STATION RECOVERY (1956)
 QK0249
 QK0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0249'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QK0249'CONDITION.  THE AREA IS
 QK0249'STILL UNDER CONSTRUCTION AND THE DESCRIPTION IS ADEQUATE AT THE
 QK0249'PRESENT TIME.
 QK0249'
 QK0249'MR. JACK KENNY, BRIDGE ENGINEER, STATES THAT THE CIRCULAR MANHOLE
 QK0249'THAT IS BUILT AROUND THE
 QK0249'STATION MARK WILL BE EXTENDED UP TO THE BRIDGE APPROACH AND THE
 QK0249'STATION MARK WILL BE PRESERVED.
 QK0249
 QK0249                          STATION RECOVERY (1970)
 QK0249
 QK0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QK0249'1.5 MI W FROM ST IGNACE.
 QK0249'1.5 MILES WEST OF ST. IGNACE, MACKINAC COUNTY, AT THE NORTHERN
 QK0249'END OF THE MOLE SECTION COMPRISING THE NORTHERN APPROACH TO THE
 QK0249'PROPOSED STRAITS OF MACKINAC BRIDGE, THE NORTHERN POINT
 QK0249'DESIGNATING THE CENTERLINE OF THE BRIDGE, 8 FEET BELOW THE
 QK0249'PRESENT GROUND LEVEL, ACCESS TO SAME BY BRICK-SIDED CIRCULAR
 QK0249'MANHOLE WITH STANDARD SEWER MANHOLE COLLAR AND LID.  A 2- BY
 QK0249'48-INCH IRON PIPE WITH CAP, WITH TRIANGLE AND PUNCHMARK INSCRIBED
 QK0249'ON TOP, SET IN CONCRETE WITH JUST THE CAP PROTRUDING.
 QK0249'NOTE-- UNLESS THIS MARK IS TRANSFERRED TO THE BRIDGE LEVEL
 QK0249'LATER, THIS MARKER WILL BE INACCESSABLE AFTER THE BRIDGE IS
 QK0249'COMPLETED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0271 ***********************************************************************
 QK0271  DESIGNATION -  A 200
 QK0271  PID         -  QK0271
 QK0271  STATE/COUNTY-  MI/MACKINAC
 QK0271  COUNTRY     -  US
 QK0271  USGS QUAD   -  SAINT IGNACE (2017)
 QK0271
 QK0271                         *CURRENT SURVEY CONTROL
 QK0271  ______________________________________________________________________
 QK0271* NAD 83(1986) POSITION- 45 51 20.     (N) 084 44 55.     (W)   SCALED
 QK0271* NAVD 88 ORTHO HEIGHT -   201.501 (meters)      661.09  (feet) ADJUSTED
 QK0271  ______________________________________________________________________
 QK0271  GEOID HEIGHT    -        -35.348 (meters)                     GEOID18
 QK0271  DYNAMIC HEIGHT  -        201.509 (meters)      661.12  (feet) COMP
 QK0271  MODELED GRAVITY -    980,648.9   (mgal)                       NAVD 88
 QK0271
 QK0271  VERT ORDER      -  FIRST     CLASS 0
 QK0271
 QK0271.The horizontal coordinates were scaled from a map and have
 QK0271.an estimated accuracy of +/- 6 seconds.
 QK0271
 QK0271.The orthometric height was determined by differential leveling and
 QK0271.adjusted by the NATIONAL GEODETIC SURVEY
 QK0271.in June 1991.
 QK0271
 QK0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0271.GEOID18 height accuracy estimate available here.
 QK0271
 QK0271.Click photographs - Photos may exist for this station.
 QK0271
 QK0271.The dynamic height is computed by dividing the NAVD 88
 QK0271.geopotential number by the normal gravity value computed on the
 QK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0271.degrees latitude (g = 980.6199 gals.).
 QK0271
 QK0271.The modeled gravity was interpolated from observed gravity values.
 QK0271
 QK0271;                    North         East    Units  Estimated Accuracy
 QK0271;SPC MI N     -   121,650.    8,174,820.      MT  (+/- 180 meters Scaled)
 QK0271
 QK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR747804(NAD 83)
 QK0271
 QK0271                          SUPERSEDED SURVEY CONTROL
 QK0271
 QK0271  NGVD 29 (??/??/92)  201.53   (m)          661.2    (f) COMPUTED    1 0
 QK0271
 QK0271.Superseded values are not recommended for survey control.
 QK0271
 QK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0271.See file dsdata.pdf to determine how the superseded data were derived.
 QK0271
 QK0271_MARKER: DB = BENCH MARK DISK
 QK0271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0271+WITH SETTING: INFORMATION.
 QK0271_STAMPING: A 200 1972
 QK0271_MARK LOGO: CGS
 QK0271_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0271
 QK0271  HISTORY     - Date     Condition        Report By
 QK0271  HISTORY     - 1972     MONUMENTED       NGS
 QK0271  HISTORY     - 1983     GOOD             NGS
 QK0271  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0271  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0271  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0271
 QK0271                          STATION DESCRIPTION
 QK0271
 QK0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0271'1 MI W FROM ST IGNACE.
 QK0271'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0271'OVER I-75 AT ST IGNACE, ON THE WEST SLOPE OF A LOW HILL, ABOUT
 QK0271'0.1 MILE EAST OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 100
 QK0271'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF
 QK0271'THE SOUTHEAST LEG OF A SIGN BOARD, 9 1/2 FEET SOUTHEAST OF THE
 QK0271'SOUTHWEST LEG OF A SIGN BOARD, 0.4 FOOT SOUTH OF A METAL WITNESS
 QK0271'POST, ABOUT LEVEL WITH THE HGIHWAY AND IS A DISK ON THE TOP OF
 QK0271'A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QK0271'ENCASED IN A 6 INCH PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL
 QK0271'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 8 FEET.
 QK0271
 QK0271                          STATION RECOVERY (1983)
 QK0271
 QK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0271'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
 QK0271
 QK0271                          STATION RECOVERY (1995)
 QK0271
 QK0271'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0271'MARK NOT FOUND.
 QK0271
 QK0271                          STATION RECOVERY (2001)
 QK0271
 QK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0271
 QK0271                          STATION RECOVERY (2002)
 QK0271
 QK0271'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0388 ***********************************************************************
 RJ0388  DESIGNATION -  A 201
 RJ0388  PID         -  RJ0388
 RJ0388  STATE/COUNTY-  MI/MACKINAC
 RJ0388  COUNTRY     -  US
 RJ0388  USGS QUAD   -  EPOUFETTE (2017)
 RJ0388
 RJ0388                         *CURRENT SURVEY CONTROL
 RJ0388  ______________________________________________________________________
 RJ0388* NAD 83(1986) POSITION- 46 02 43.     (N) 085 07 31.     (W)   SCALED
 RJ0388* NAVD 88 ORTHO HEIGHT -   227.067 (meters)      744.97  (feet) ADJUSTED
 RJ0388  ______________________________________________________________________
 RJ0388  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 RJ0388  DYNAMIC HEIGHT  -        227.082 (meters)      745.02  (feet) COMP
 RJ0388  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 RJ0388
 RJ0388  VERT ORDER      -  FIRST     CLASS 0
 RJ0388
 RJ0388.The horizontal coordinates were scaled from a map and have
 RJ0388.an estimated accuracy of +/- 6 seconds.
 RJ0388
 RJ0388.The orthometric height was determined by differential leveling and
 RJ0388.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0388.in June 1991.
 RJ0388
 RJ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0388.GEOID18 height accuracy estimate available here.
 RJ0388
 RJ0388.Click photographs - Photos may exist for this station.
 RJ0388
 RJ0388.The dynamic height is computed by dividing the NAVD 88
 RJ0388.geopotential number by the normal gravity value computed on the
 RJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0388.degrees latitude (g = 980.6199 gals.).
 RJ0388
 RJ0388.The modeled gravity was interpolated from observed gravity values.
 RJ0388
 RJ0388;                    North         East    Units  Estimated Accuracy
 RJ0388;SPC MI N     -   141,970.    8,145,080.      MT  (+/- 180 meters Scaled)
 RJ0388
 RJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS450007(NAD 83)
 RJ0388
 RJ0388                          SUPERSEDED SURVEY CONTROL
 RJ0388
 RJ0388  NGVD 29 (??/??/92)  227.107  (m)          745.10   (f) ADJ UNCH    1 0
 RJ0388
 RJ0388.Superseded values are not recommended for survey control.
 RJ0388
 RJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0388.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0388
 RJ0388_MARKER: DB = BENCH MARK DISK
 RJ0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0388_SP_SET: BRIDGE GUARDRAIL BASE
 RJ0388_STAMPING: A 201 1972
 RJ0388_MARK LOGO: CGS
 RJ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0388
 RJ0388  HISTORY     - Date     Condition        Report By
 RJ0388  HISTORY     - 1972     MONUMENTED       NGS
 RJ0388  HISTORY     - 1984     GOOD             NGS
 RJ0388  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0388  HISTORY     - 20000524 MARK NOT FOUND   MIDT
 RJ0388
 RJ0388                          STATION DESCRIPTION
 RJ0388
 RJ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0388'4.4 MI NW FROM BREVORT.
 RJ0388'ABOUT 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0388'LUTHERAN CHURCH AT BREVORT, 18 FEET NORTHEAST OF THE CENTER
 RJ0388'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 RJ0388'NORTHEAST CONCRETE GUARDRAIL FOR THE HIGHWAY BRIDGE OVER CUT
 RJ0388'RIVER, 42 FEET SOUTHEAST OF THE NORTHWEST END OF THE STONE
 RJ0388'GUARDRAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 RJ0388'SECTION 12, T 42 N, R 7 W.
 RJ0388
 RJ0388                          STATION RECOVERY (1984)
 RJ0388
 RJ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RJ0388'RECOVERED IN GOOD CONDITION.
 RJ0388
 RJ0388                          STATION RECOVERY (1995)
 RJ0388
 RJ0388'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0388'MARK NOT FOUND.
 RJ0388
 RJ0388                          STATION RECOVERY (2000)
 RJ0388
 RJ0388'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (LEW)
 RJ0388'STATION A 201 DESTROYED IN 1984 CUT RIVER BRIDGE IMPROVEMENT WORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0698 ***********************************************************************
 RJ0698  DESIGNATION -  A 201 RESET
 RJ0698  PID         -  RJ0698
 RJ0698  STATE/COUNTY-  MI/MACKINAC
 RJ0698  COUNTRY     -  US
 RJ0698  USGS QUAD   -  EPOUFETTE (2017)
 RJ0698
 RJ0698                         *CURRENT SURVEY CONTROL
 RJ0698  ______________________________________________________________________
 RJ0698* NAD 83(1986) POSITION- 46 02 47.9    (N) 085 07 39.0    (W)   HD_HELD2
 RJ0698* NAVD 88 ORTHO HEIGHT -   228.11  (meters)      748.4   (feet) RESET
 RJ0698  ______________________________________________________________________
 RJ0698  GEOID HEIGHT    -        -34.908 (meters)                     GEOID18
 RJ0698  VERT ORDER      -  THIRD
 RJ0698
 RJ0698.The horizontal coordinates were established by autonomous hand held GPS
 RJ0698.observations and have an estimated accuracy of +/- 10 meters.
 RJ0698
 RJ0698.The orthometric height was computed from unverified reset data.
 RJ0698
 RJ0698.No vertical observational check was made to the station.
 RJ0698
 RJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0698.GEOID18 height accuracy estimate available here.
 RJ0698
 RJ0698.Click photographs - Photos may exist for this station.
 RJ0698
 RJ0698;                    North         East    Units  Estimated Accuracy
 RJ0698;SPC MI N     -   142,120.    8,144,902.      MT  (+/- 10 meters HH2 GPS)
 RJ0698
 RJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4486900933(NAD 83)
 RJ0698
 RJ0698                          SUPERSEDED SURVEY CONTROL
 RJ0698
 RJ0698.No superseded survey control is available for this station.
 RJ0698
 RJ0698_MARKER: DV = VERTICAL CONTROL DISK
 RJ0698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0698+WITH SETTING: PAVEMENT
 RJ0698_SP_SET: SIGN BASE
 RJ0698_STAMPING: A 201 RESET 1984
 RJ0698_MARK LOGO: NGS
 RJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0698+STABILITY: SURFACE MOTION
 RJ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0698+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2017
 RJ0698
 RJ0698  HISTORY     - Date     Condition        Report By
 RJ0698  HISTORY     - 1984     MONUMENTED       NGS
 RJ0698  HISTORY     - 20020513 GOOD             MIDT
 RJ0698  HISTORY     - 20030606 GOOD             USPSQD
 RJ0698  HISTORY     - 20060830 GOOD             USPSQD
 RJ0698  HISTORY     - 20170714 GOOD             MIDT
 RJ0698
 RJ0698                          STATION DESCRIPTION
 RJ0698
 RJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0698'7.3 KM (4.5 MI) NW FROM BREVORT.
 RJ0698'7.3 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0698'LUTHERAN CHURCH IN BREVORT, JUST AFTER CROSSING THE CUT RIVER BRIDGE
 RJ0698'IN A ROADSIDE REST AREA ON THE NORTH SIDE OF HIGHWAY, IN THE CONCRETE
 RJ0698'BASE WHICH HOLDS A BILLBOARD WITH THE MICHIGAN STATE MAP INSIDE,
 RJ0698'21.9 METERS (72.0 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY, AND
 RJ0698'18.6 METERS (61.0 FEET) SOUTHEAST OF A HAND OPERATED PUMP ATOP
 RJ0698'A WATER WELL.
 RJ0698'THE MARK IS 3.0 FT ABOVE THE HIGHWAY.
 RJ0698
 RJ0698                          STATION RECOVERY (2002)
 RJ0698
 RJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0698'STATION A 201 RESET 1984 IS IN SOUTHEAST CORNER OF A CONCRETE SLAB
 RJ0698'THAT WAS A SIGN BASE - SIGN REMOVED, 0.6 FEET WEST AND 0.6 FEET NORTH
 RJ0698'OF EDGES, N75W - 27.5 FEET OF WEST METAL GATE POST OF EAST DRIVE TO
 RJ0698'PICNIC AREA, S30W - 25 FEET OF METAL POST FOR BARBECUE GRILL AND N25W
 RJ0698'- 12 FEET OF WOOD POST FOR NATURE TRAIL SIGN.
 RJ0698
 RJ0698                          STATION RECOVERY (2003)
 RJ0698
 RJ0698'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0698'RECOVERED IN GOOD CONDITION.
 RJ0698
 RJ0698                          STATION RECOVERY (2006)
 RJ0698
 RJ0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0698'RECOVERED IN GOOD CONDITION.
 RJ0698
 RJ0698                          STATION RECOVERY (2017)
 RJ0698
 RJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 RJ0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0503 ***********************************************************************
 RJ0503  DESIGNATION -  A 202
 RJ0503  PID         -  RJ0503
 RJ0503  STATE/COUNTY-  MI/MACKINAC
 RJ0503  COUNTRY     -  US
 RJ0503  USGS QUAD   -  GOULD CITY (2017)
 RJ0503
 RJ0503                         *CURRENT SURVEY CONTROL
 RJ0503  ______________________________________________________________________
 RJ0503* NAD 83(1986) POSITION- 46 05 46.     (N) 085 41 51.     (W)   SCALED
 RJ0503* NAVD 88 ORTHO HEIGHT -   226.332 (meters)      742.56  (feet) ADJUSTED
 RJ0503  ______________________________________________________________________
 RJ0503  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 RJ0503  DYNAMIC HEIGHT  -        226.343 (meters)      742.59  (feet) COMP
 RJ0503  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 RJ0503
 RJ0503  VERT ORDER      -  FIRST     CLASS 0
 RJ0503
 RJ0503.The horizontal coordinates were scaled from a map and have
 RJ0503.an estimated accuracy of +/- 6 seconds.
 RJ0503
 RJ0503.The orthometric height was determined by differential leveling and
 RJ0503.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0503.in June 1991.
 RJ0503
 RJ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0503.GEOID18 height accuracy estimate available here.
 RJ0503
 RJ0503.Click photographs - Photos may exist for this station.
 RJ0503
 RJ0503.The dynamic height is computed by dividing the NAVD 88
 RJ0503.geopotential number by the normal gravity value computed on the
 RJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0503.degrees latitude (g = 980.6199 gals.).
 RJ0503
 RJ0503.The modeled gravity was interpolated from observed gravity values.
 RJ0503
 RJ0503;                    North         East    Units  Estimated Accuracy
 RJ0503;SPC MI N     -   146,740.    8,100,710.      MT  (+/- 180 meters Scaled)
 RJ0503
 RJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS006055(NAD 83)
 RJ0503
 RJ0503                          SUPERSEDED SURVEY CONTROL
 RJ0503
 RJ0503  NGVD 29 (??/??/92)  226.369  (m)          742.68   (f) ADJ UNCH    1 0
 RJ0503
 RJ0503.Superseded values are not recommended for survey control.
 RJ0503
 RJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0503.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0503
 RJ0503_MARKER: DB = BENCH MARK DISK
 RJ0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0503_STAMPING: A 202 1972
 RJ0503_MARK LOGO: CGS
 RJ0503_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0503
 RJ0503  HISTORY     - Date     Condition        Report By
 RJ0503  HISTORY     - 1972     MONUMENTED       NGS
 RJ0503  HISTORY     - 19950530 GOOD             USPSQD
 RJ0503  HISTORY     - 19950816 GOOD             USPSQD
 RJ0503  HISTORY     - 20001010 GOOD             WOOLPT
 RJ0503  HISTORY     - 20021111 GOOD             USPSQD
 RJ0503  HISTORY     - 20060915 GOOD             USPSQD
 RJ0503
 RJ0503                          STATION DESCRIPTION
 RJ0503
 RJ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0503'AT GOULD CITY.
 RJ0503'AT GOULD CITY, 82 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 RJ0503'CROSSING OF THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD
 RJ0503'AND COUNTY ROAD 1130, 38 FEET NORTHWEST OF AND ACROSS THE
 RJ0503'COUNTY ROAD FROM THE NORTHWEST CORNER OF THE POST OFFICE
 RJ0503'BUILDING, 56 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 RJ0503'TRACK, 38 1/2 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 RJ0503'80.5 FEET NORTH OF THE NORTHEAST CORNER OF A 2-STORY FRAME
 RJ0503'HOUSE, 12 1/2 FEET WEST OF TELEPHONE POLE NO. 47 WHICH IS BRACED
 RJ0503'BY A GUY WIRE, 4.5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 RJ0503'SIDEWALK, 5 1/2 FEET EAST OF A BRACE WIRE, 0.5 FOOT NORTHEAST
 RJ0503'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND
 RJ0503'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS
 RJ0503'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6
 RJ0503'INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RJ0503'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 13 1/2 FEET.
 RJ0503'SEC 29, T 42 N, R 11 W.
 RJ0503
 RJ0503                          STATION RECOVERY (1995)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (1995)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2000)
 RJ0503
 RJ0503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2002)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2006)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0034 ***********************************************************************
 QL0034  DESIGNATION -  A 203
 QL0034  PID         -  QL0034
 QL0034  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0034  COUNTRY     -  US
 QL0034  USGS QUAD   -  GULLIVER (2017)
 QL0034
 QL0034                         *CURRENT SURVEY CONTROL
 QL0034  ______________________________________________________________________
 QL0034* NAD 83(1986) POSITION- 45 59 19.     (N) 086 05 54.     (W)   SCALED
 QL0034* NAVD 88 ORTHO HEIGHT -   200.311 (meters)      657.19  (feet) ADJUSTED
 QL0034  ______________________________________________________________________
 QL0034  GEOID HEIGHT    -        -35.265 (meters)                     GEOID18
 QL0034  DYNAMIC HEIGHT  -        200.318 (meters)      657.21  (feet) COMP
 QL0034  MODELED GRAVITY -    980,648.2   (mgal)                       NAVD 88
 QL0034
 QL0034  VERT ORDER      -  FIRST     CLASS 0
 QL0034
 QL0034.The horizontal coordinates were scaled from a map and have
 QL0034.an estimated accuracy of +/- 6 seconds.
 QL0034
 QL0034.The orthometric height was determined by differential leveling and
 QL0034.adjusted by the NATIONAL GEODETIC SURVEY
 QL0034.in June 1991.
 QL0034
 QL0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0034.GEOID18 height accuracy estimate available here.
 QL0034
 QL0034.Click photographs - Photos may exist for this station.
 QL0034
 QL0034.The dynamic height is computed by dividing the NAVD 88
 QL0034.geopotential number by the normal gravity value computed on the
 QL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0034.degrees latitude (g = 980.6199 gals.).
 QL0034
 QL0034.The modeled gravity was interpolated from observed gravity values.
 QL0034
 QL0034;                    North         East    Units  Estimated Accuracy
 QL0034;SPC MI N     -   134,360.    8,069,850.      MT  (+/- 180 meters Scaled)
 QL0034
 QL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER698931(NAD 83)
 QL0034
 QL0034                          SUPERSEDED SURVEY CONTROL
 QL0034
 QL0034  NGVD 29 (??/??/92)  200.28   (m)          657.1    (f) COMPUTED    1 0
 QL0034
 QL0034.Superseded values are not recommended for survey control.
 QL0034
 QL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0034.See file dsdata.pdf to determine how the superseded data were derived.
 QL0034
 QL0034_MARKER: DB = BENCH MARK DISK
 QL0034_SETTING: 66 = SET IN ROCK OUTCROP
 QL0034_STAMPING: A 203 1972
 QL0034_MARK LOGO: CGS
 QL0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0034+STABILITY: POSITION/ELEVATION WELL
 QL0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0034+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0034
 QL0034  HISTORY     - Date     Condition        Report By
 QL0034  HISTORY     - 1972     MONUMENTED       NGS
 QL0034  HISTORY     - 1979     GOOD             MIDH
 QL0034  HISTORY     - 20010911 GOOD             MIDT
 QL0034  HISTORY     - 20060918 GOOD             USPSQD
 QL0034
 QL0034                          STATION DESCRIPTION
 QL0034
 QL0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0034'3.9 MI W FROM GULLIVER.
 QL0034'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0034'AT GULLIVER, 0.15 MILE SOUTHWEST OF A ROAD INTERSECTION, AT THE
 QL0034'NORTHEAST END OF A SHALLOW ROCK CUT, 52 FEET NORTHWEST OF THE
 QL0034'CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF A POINT OF A LOW
 QL0034'ROCK AT THE NORTHEAST END OF THE CUT, SET IN THE TOP OF A
 QL0034'LARGE FLAT LIMESTONE OUTCROP AND 1 FOOT BELOW THE LEVEL OF THE
 QL0034'HIGHWAY.  SECTION 31, T42N, R14W
 QL0034
 QL0034                          STATION RECOVERY (1979)
 QL0034
 QL0034'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0034'RECOVERED IN GOOD CONDITION.
 QL0034
 QL0034                          STATION RECOVERY (2001)
 QL0034
 QL0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0034'STATION IS S04W, 4.4' OF A CARSONITE WITNESS POST.
 QL0034
 QL0034                          STATION RECOVERY (2006)
 QL0034
 QL0034'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0095 ***********************************************************************
 QL0095  DESIGNATION -  A 204
 QL0095  PID         -  QL0095
 QL0095  STATE/COUNTY-  MI/DELTA
 QL0095  COUNTRY     -  US
 QL0095  USGS QUAD   -  GARDEN CORNERS (2017)
 QL0095
 QL0095                         *CURRENT SURVEY CONTROL
 QL0095  ______________________________________________________________________
 QL0095* NAD 83(1986) POSITION- 45 53 55.     (N) 086 33 24.     (W)   SCALED
 QL0095* NAVD 88 ORTHO HEIGHT -   178.023 (meters)      584.06  (feet) ADJUSTED
 QL0095  ______________________________________________________________________
 QL0095  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 QL0095  DYNAMIC HEIGHT  -        178.026 (meters)      584.07  (feet) COMP
 QL0095  MODELED GRAVITY -    980,626.1   (mgal)                       NAVD 88
 QL0095
 QL0095  VERT ORDER      -  FIRST     CLASS 0
 QL0095
 QL0095.The horizontal coordinates were scaled from a map and have
 QL0095.an estimated accuracy of +/- 6 seconds.
 QL0095
 QL0095.The orthometric height was determined by differential leveling and
 QL0095.adjusted by the NATIONAL GEODETIC SURVEY
 QL0095.in June 1991.
 QL0095
 QL0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0095.GEOID18 height accuracy estimate available here.
 QL0095
 QL0095.Click photographs - Photos may exist for this station.
 QL0095
 QL0095.The dynamic height is computed by dividing the NAVD 88
 QL0095.geopotential number by the normal gravity value computed on the
 QL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0095.degrees latitude (g = 980.6199 gals.).
 QL0095
 QL0095.The modeled gravity was interpolated from observed gravity values.
 QL0095
 QL0095;                    North         East    Units  Estimated Accuracy
 QL0095;SPC MI N     -   124,050.    8,034,400.      MT  (+/- 180 meters Scaled)
 QL0095
 QL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER343828(NAD 83)
 QL0095
 QL0095                          SUPERSEDED SURVEY CONTROL
 QL0095
 QL0095  NGVD 29 (??/??/92)  177.99   (m)          584.0    (f) COMPUTED    1 0
 QL0095
 QL0095.Superseded values are not recommended for survey control.
 QL0095
 QL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0095.See file dsdata.pdf to determine how the superseded data were derived.
 QL0095
 QL0095_MARKER: DB = BENCH MARK DISK
 QL0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0095_STAMPING: A 204 1972
 QL0095_MARK LOGO: CGS
 QL0095_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0095+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0095
 QL0095  HISTORY     - Date     Condition        Report By
 QL0095  HISTORY     - 1972     MONUMENTED       NGS
 QL0095  HISTORY     - 20050201 GOOD             MIDT
 QL0095
 QL0095                          STATION DESCRIPTION
 QL0095
 QL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0095'4.4 MI W FROM COOKS.
 QL0095'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 QL0095'OF COUNTY ROAD 442 AT COOKS, 1.2 MILES WEST OF THE INTERSECTION
 QL0095'OF COUNTY ROADS 483 AND N 32 AND THE SMALL VILLAGE OF GARDEN
 QL0095'CORNERS, AT THE NORTHEAST EDGE OF A PICNIC AREA, 90 FEET
 QL0095'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET
 QL0095'NORTHEAST OF THE NORTH CORNER OF THE CONCRETE BASE FOR AN IRON
 QL0095'BAR-B-QUE GRILL, 19 1/2 FEET SOUTHEAST OF A 26 INCH PINE TREE,
 QL0095'11 FEET NORTHWEST OF A TRIPLE FORKED MAPLE TREE, 0.8 FOOT
 QL0095'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 QL0095'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QL0095'THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED N A 6
 QL0095'INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 QL0095'GROUND.  THE MARK WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 1/2
 QL0095'FEET.
 QL0095
 QL0095                          STATION RECOVERY (2005)
 QL0095
 QL0095'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0095'THE PICNIC AREA NO LONGER EXISTS.  THE 26 INCH PINE TREE IN THE
 QL0095'DESCRIPTION IS NOW A 36 INCH WHITE PINE AND IS EASILY THE MOST
 QL0095'PROMINENT TREE IN THE GENERAL AREA OF THE MONUMENT.  THE MONUMENT IS
 QL0095'1.11 MILES WEST OF THE INTERSECTION OF US-2 AND M-183.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0201 ***********************************************************************
 QL0201  DESIGNATION -  A 205
 QL0201  PID         -  QL0201
 QL0201  STATE/COUNTY-  MI/DELTA
 QL0201  COUNTRY     -  US
 QL0201  USGS QUAD   -  GLADSTONE (2017)
 QL0201
 QL0201                         *CURRENT SURVEY CONTROL
 QL0201  ______________________________________________________________________
 QL0201* NAD 83(1986) POSITION- 45 45 24.     (N) 087 04 19.     (W)   SCALED
 QL0201* NAVD 88 ORTHO HEIGHT -   187.557 (meters)      615.34  (feet) ADJUSTED
 QL0201  ______________________________________________________________________
 QL0201  GEOID HEIGHT    -        -35.773 (meters)                     GEOID18
 QL0201  DYNAMIC HEIGHT  -        187.557 (meters)      615.34  (feet) COMP
 QL0201  MODELED GRAVITY -    980,610.4   (mgal)                       NAVD 88
 QL0201
 QL0201  VERT ORDER      -  FIRST     CLASS 0
 QL0201
 QL0201.The horizontal coordinates were scaled from a map and have
 QL0201.an estimated accuracy of +/- 6 seconds.
 QL0201
 QL0201.The orthometric height was determined by differential leveling and
 QL0201.adjusted by the NATIONAL GEODETIC SURVEY
 QL0201.in June 1991.
 QL0201
 QL0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0201.GEOID18 height accuracy estimate available here.
 QL0201
 QL0201.Click photographs - Photos may exist for this station.
 QL0201
 QL0201.The dynamic height is computed by dividing the NAVD 88
 QL0201.geopotential number by the normal gravity value computed on the
 QL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0201.degrees latitude (g = 980.6199 gals.).
 QL0201
 QL0201.The modeled gravity was interpolated from observed gravity values.
 QL0201
 QL0201;                    North         East    Units  Estimated Accuracy
 QL0201;SPC MI N     -   108,180.    7,994,400.      MT  (+/- 180 meters Scaled)
 QL0201
 QL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944670(NAD 83)
 QL0201
 QL0201                          SUPERSEDED SURVEY CONTROL
 QL0201
 QL0201  NGVD 29 (??/??/92)  187.57   (m)          615.4    (f) COMPUTED    1 0
 QL0201
 QL0201.Superseded values are not recommended for survey control.
 QL0201
 QL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0201.See file dsdata.pdf to determine how the superseded data were derived.
 QL0201
 QL0201_MARKER: DB = BENCH MARK DISK
 QL0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0201_STAMPING: A 205 1972
 QL0201_MARK LOGO: CGS
 QL0201_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0201+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2004
 QL0201
 QL0201  HISTORY     - Date     Condition        Report By
 QL0201  HISTORY     - 1972     MONUMENTED       NGS
 QL0201  HISTORY     - 20021003 GOOD             USPSQD
 QL0201  HISTORY     - 20040910 GOOD             DAVWAN
 QL0201  HISTORY     - 20050912 GOOD             USPSQD
 QL0201  HISTORY     - 20060913 GOOD             USPSQD
 QL0201  HISTORY     - 20150927 MARK NOT FOUND   PROFLN
 QL0201
 QL0201                          STATION DESCRIPTION
 QL0201
 QL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0201'AT ESCANABA.
 QL0201'AT ESCANABA, ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE
 QL0201'POST OFFICE AT ESCANABA, THENCE 0.75 MILE NORTH ALONG STEPHENSON
 QL0201'AVE, ABOUT 200 FEET NORTH OF THE CENTER OF THE INTERSECTION OF
 QL0201'STEPHENSON AVENUE, WASHINGTON AVENUE AND SHERIDAN ROAD, AT
 QL0201'THE SOUTH END OF ROSE PARK, 44 FEET WEST OF THE CENTER LINE OF
 QL0201'STEPHENSON AVENUE, 32 1/2 FEET NORTHEAST OF THE CENTER LINE
 QL0201'OF WASHINGTON AVENUE, 36 1/2 FEET SOUTH OF A 22 INCH MAPLE
 QL0201'TREE, 0.6 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE FOUNDATION
 QL0201'FOR A FLAG POLE, 1 FOOT BELOW THE LEVEL OF THE AVENUE AND IS
 QL0201'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 2 INCHES
 QL0201'BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH IRON PIPE
 QL0201'THAT IS 2 INCHES BELOW THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0201'DRIVEN TO A DEPTH OF 80 FEET.  SECTION 19, T39N, R22W.
 QL0201
 QL0201                          STATION RECOVERY (2002)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2004)
 QL0201
 QL0201'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2005)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2006)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2015)
 QL0201
 QL0201'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 QL0201'THE AREA HAS CHANGED QUITE A BIT AND THIS MARK WAS SUPPOSEDLY RESET BY
 QL0201'LOCAL PROFESSIONALS WITH THE RESET BEING UP TOWARD THE TENNIS COURT
 QL0201'BUT NOT YET PUBLISHED BY NATIONAL GEODETIC SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0423 ***********************************************************************
 RJ0423  DESIGNATION -  A 206
 RJ0423  PID         -  RJ0423
 RJ0423  STATE/COUNTY-  MI/MACKINAC
 RJ0423  COUNTRY     -  US
 RJ0423  USGS QUAD   -  NAUBINWAY (2017)
 RJ0423
 RJ0423                         *CURRENT SURVEY CONTROL
 RJ0423  ______________________________________________________________________
 RJ0423* NAD 83(1986) POSITION- 46 06 00.     (N) 085 29 33.     (W)   SCALED
 RJ0423* NAVD 88 ORTHO HEIGHT -   179.601 (meters)      589.24  (feet) ADJUSTED
 RJ0423  ______________________________________________________________________
 RJ0423  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 RJ0423  DYNAMIC HEIGHT  -        179.612 (meters)      589.28  (feet) COMP
 RJ0423  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 RJ0423
 RJ0423  VERT ORDER      -  FIRST     CLASS 0
 RJ0423
 RJ0423.The horizontal coordinates were scaled from a map and have
 RJ0423.an estimated accuracy of +/- 6 seconds.
 RJ0423
 RJ0423.The orthometric height was determined by differential leveling and
 RJ0423.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0423.in June 1991.
 RJ0423
 RJ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0423.GEOID18 height accuracy estimate available here.
 RJ0423
 RJ0423.Click photographs - Photos may exist for this station.
 RJ0423
 RJ0423.The dynamic height is computed by dividing the NAVD 88
 RJ0423.geopotential number by the normal gravity value computed on the
 RJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0423.degrees latitude (g = 980.6199 gals.).
 RJ0423
 RJ0423.The modeled gravity was interpolated from observed gravity values.
 RJ0423
 RJ0423;                    North         East    Units  Estimated Accuracy
 RJ0423;SPC MI N     -   147,450.    8,116,550.      MT  (+/- 180 meters Scaled)
 RJ0423
 RJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS165062(NAD 83)
 RJ0423
 RJ0423                          SUPERSEDED SURVEY CONTROL
 RJ0423
 RJ0423  NGVD 29 (??/??/92)  179.641  (m)          589.37   (f) ADJ UNCH    1 0
 RJ0423
 RJ0423.Superseded values are not recommended for survey control.
 RJ0423
 RJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0423.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0423
 RJ0423_MARKER: DB = BENCH MARK DISK
 RJ0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0423_STAMPING: A 206 1972
 RJ0423_MARK LOGO: CGS
 RJ0423_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0423+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0423
 RJ0423  HISTORY     - Date     Condition        Report By
 RJ0423  HISTORY     - 1972     MONUMENTED       NGS
 RJ0423  HISTORY     - 19940727 GOOD             USPSQD
 RJ0423  HISTORY     - 19950816 GOOD             USPSQD
 RJ0423  HISTORY     - 20010331 GOOD             NGS
 RJ0423  HISTORY     - 20021111 GOOD             USPSQD
 RJ0423  HISTORY     - 20040417 GOOD             USPSQD
 RJ0423  HISTORY     - 20060915 GOOD             USPSQD
 RJ0423
 RJ0423                          STATION DESCRIPTION
 RJ0423
 RJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0423'2 MI W FROM NAUBINWAY.
 RJ0423'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0423'CHURCH AT NAUBINWAY, ABOUT 1.0 MILE WEST OF THE BRIDGE OVER
 RJ0423'MILLE COQUIN RIVER, ALONG A SHORT EAST-WEST TANGENT BETWEEN
 RJ0423'TWO CURVES IN THE HIGHWAY, 73 1/2 FEET SOUTH OF THE CENTER
 RJ0423'LINE OF THE HIGHWAY, 22 1/2 FEET EAST OF A CROOKED 12-INCH PINE
 RJ0423'TREE, 1.2 FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 RJ0423'LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0423'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0423'6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0423'A DEPTH OF 24 FEET.
 RJ0423
 RJ0423                          STATION RECOVERY (1994)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (1995)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2001)
 RJ0423
 RJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0423
 RJ0423                          STATION RECOVERY (2002)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2004)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2006)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0230 ***********************************************************************
 QL0230  DESIGNATION -  A 207
 QL0230  PID         -  QL0230
 QL0230  STATE/COUNTY-  MI/DELTA
 QL0230  COUNTRY     -  US
 QL0230  USGS QUAD   -  FORD RIVER (2017)
 QL0230
 QL0230                         *CURRENT SURVEY CONTROL
 QL0230  ______________________________________________________________________
 QL0230* NAD 83(1986) POSITION- 45 38 28.     (N) 087 11 41.     (W)   SCALED
 QL0230* NAVD 88 ORTHO HEIGHT -   179.104 (meters)      587.61  (feet) ADJUSTED
 QL0230  ______________________________________________________________________
 QL0230  GEOID HEIGHT    -        -36.041 (meters)                     GEOID18
 QL0230  DYNAMIC HEIGHT  -        179.101 (meters)      587.60  (feet) COMP
 QL0230  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 QL0230
 QL0230  VERT ORDER      -  FIRST     CLASS 0
 QL0230
 QL0230.The horizontal coordinates were scaled from a map and have
 QL0230.an estimated accuracy of +/- 6 seconds.
 QL0230
 QL0230.The orthometric height was determined by differential leveling and
 QL0230.adjusted by the NATIONAL GEODETIC SURVEY
 QL0230.in June 1991.
 QL0230
 QL0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0230.GEOID18 height accuracy estimate available here.
 QL0230
 QL0230.Click photographs - Photos may exist for this station.
 QL0230
 QL0230.The dynamic height is computed by dividing the NAVD 88
 QL0230.geopotential number by the normal gravity value computed on the
 QL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0230.degrees latitude (g = 980.6199 gals.).
 QL0230
 QL0230.The modeled gravity was interpolated from observed gravity values.
 QL0230
 QL0230;                    North         East    Units  Estimated Accuracy
 QL0230;SPC MI N     -    95,360.    7,984,820.      MT  (+/- 180 meters Scaled)
 QL0230
 QL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR848541(NAD 83)
 QL0230
 QL0230                          SUPERSEDED SURVEY CONTROL
 QL0230
 QL0230.No superseded survey control is available for this station.
 QL0230
 QL0230_MARKER: DB = BENCH MARK DISK
 QL0230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QL0230_SP_SET: BOX CULVERT HEADWALL
 QL0230_STAMPING: A 207 1972
 QL0230_MARK LOGO: CGS
 QL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0230+STABILITY: SURFACE MOTION
 QL0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0230+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 QL0230
 QL0230  HISTORY     - Date     Condition        Report By
 QL0230  HISTORY     - 1972     MONUMENTED       NGS
 QL0230  HISTORY     - 1990     GOOD             USPSQD
 QL0230  HISTORY     - 19910903 GOOD             USPSQD
 QL0230  HISTORY     - 19960919 GOOD             USPSQD
 QL0230  HISTORY     - 20011025 GOOD             USPSQD
 QL0230  HISTORY     - 20030411 GOOD             USPSQD
 QL0230  HISTORY     - 20040912 GOOD             DAVWAN
 QL0230  HISTORY     - 20060406 GOOD             USPSQD
 QL0230
 QL0230                          STATION DESCRIPTION
 QL0230
 QL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0230'10.3 MI SW FROM ESCANABA.
 QL0230'ABOUT 10.3 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0230'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, AT THE SMALL
 QL0230'VILLAGE OF ISLAND VIEW, SET IN THE TOP OF THE NORTHEAST END
 QL0230'OF THE NORTHWEST HEADWALL FOR A 14-FOOT BOX CULVERT OVER NO SEE
 QL0230'UM CREEK, 36 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QL0230'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL AND 3 FEET
 QL0230'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 31, T38N, R23W.
 QL0230
 QL0230                          STATION RECOVERY (1990)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCB)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (1991)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (1996)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2001)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2003)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2004)
 QL0230
 QL0230'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2006)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0320 ***********************************************************************
 QL0320  DESIGNATION -  A 208
 QL0320  PID         -  QL0320
 QL0320  STATE/COUNTY-  MI/MENOMINEE
 QL0320  COUNTRY     -  US
 QL0320  USGS QUAD   -  BIRCH CREEK (2017)
 QL0320
 QL0320                         *CURRENT SURVEY CONTROL
 QL0320  ______________________________________________________________________
 QL0320* NAD 83(1986) POSITION- 45 13 37.     (N) 087 30 43.     (W)   SCALED
 QL0320* NAVD 88 ORTHO HEIGHT -   180.186 (meters)      591.16  (feet) ADJUSTED
 QL0320  ______________________________________________________________________
 QL0320  GEOID HEIGHT    -        -37.047 (meters)                     GEOID18
 QL0320  DYNAMIC HEIGHT  -        180.169 (meters)      591.10  (feet) COMP
 QL0320  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 QL0320
 QL0320  VERT ORDER      -  FIRST     CLASS 0
 QL0320
 QL0320.The horizontal coordinates were scaled from a map and have
 QL0320.an estimated accuracy of +/- 6 seconds.
 QL0320
 QL0320.The orthometric height was determined by differential leveling and
 QL0320.adjusted by the NATIONAL GEODETIC SURVEY
 QL0320.in June 1991.
 QL0320
 QL0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0320.GEOID18 height accuracy estimate available here.
 QL0320
 QL0320.Click photographs - Photos may exist for this station.
 QL0320
 QL0320.The dynamic height is computed by dividing the NAVD 88
 QL0320.geopotential number by the normal gravity value computed on the
 QL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0320.degrees latitude (g = 980.6199 gals.).
 QL0320
 QL0320.The modeled gravity was interpolated from observed gravity values.
 QL0320
 QL0320;                    North         East    Units  Estimated Accuracy
 QL0320;SPC MI N     -    49,440.    7,959,790.      MT  (+/- 180 meters Scaled)
 QL0320
 QL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR598082(NAD 83)
 QL0320
 QL0320                          SUPERSEDED SURVEY CONTROL
 QL0320
 QL0320.No superseded survey control is available for this station.
 QL0320
 QL0320_MARKER: DB = BENCH MARK DISK
 QL0320_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QL0320_SP_SET: BOX CULVERT HEADWALL
 QL0320_STAMPING: A 208 1972
 QL0320_MARK LOGO: CGS
 QL0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0320+STABILITY: SURFACE MOTION
 QL0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0320+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0320
 QL0320  HISTORY     - Date     Condition        Report By
 QL0320  HISTORY     - 1972     MONUMENTED       NGS
 QL0320  HISTORY     - 1990     GOOD             USPSQD
 QL0320  HISTORY     - 19940426 GOOD             MIDT
 QL0320  HISTORY     - 19960925 GOOD             USPSQD
 QL0320  HISTORY     - 20020420 GOOD             USPSQD
 QL0320  HISTORY     - 20030423 GOOD             USPSQD
 QL0320  HISTORY     - 20040817 GOOD             WILCOX
 QL0320  HISTORY     - 20060406 GOOD             USPSQD
 QL0320
 QL0320                          STATION DESCRIPTION
 QL0320
 QL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0320'8.5 MI NE FROM MENOMINEE.
 QL0320'ABOUT 8.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0320'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, SET IN THE TOP OF THE
 QL0320'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR AN 8 FOOT
 QL0320'BOX CULVERT FOR BEATTIE CREEK, 31 FEET NORTHWEST OF THE CENTER
 QL0320'LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 QL0320'HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION
 QL0320'28, T 33 N, R 26 W.
 QL0320
 QL0320                          STATION RECOVERY (1990)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (1994)
 QL0320
 QL0320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0320'RECOVERED AS DESCRIBED.
 QL0320
 QL0320                          STATION RECOVERY (1996)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2002)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2003)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2004)
 QL0320
 QL0320'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2006)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0217 ***********************************************************************
 RK0217  DESIGNATION -  A 22
 RK0217  PID         -  RK0217
 RK0217  STATE/COUNTY-  MI/MARQUETTE
 RK0217  COUNTRY     -  US
 RK0217  USGS QUAD   -  PALMER (2017)
 RK0217
 RK0217                         *CURRENT SURVEY CONTROL
 RK0217  ______________________________________________________________________
 RK0217* NAD 83(1986) POSITION- 46 28 58.     (N) 087 34 38.     (W)   SCALED
 RK0217* NAVD 88 ORTHO HEIGHT -   386.599 (meters)     1268.37  (feet) POSTED
 RK0217  ______________________________________________________________________
 RK0217  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 RK0217  DYNAMIC HEIGHT  -        386.62  (meters)     1268.4   (feet) COMP
 RK0217  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 RK0217
 RK0217  VERT ORDER      -  * POSTED, SEE BELOW
 RK0217
 RK0217.The horizontal coordinates were scaled from a map and have
 RK0217.an estimated accuracy of +/- 6 seconds.
 RK0217
 RK0217.The orthometric height was determined by differential leveling
 RK0217.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0217
 RK0217.* This is a POSTED BENCH MARK height.
 RK0217
 RK0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0217.GEOID18 height accuracy estimate available here.
 RK0217
 RK0217.Click photographs - Photos may exist for this station.
 RK0217
 RK0217.The dynamic height is computed by dividing the NAVD 88
 RK0217.geopotential number by the normal gravity value computed on the
 RK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0217.degrees latitude (g = 980.6199 gals.).
 RK0217
 RK0217.The modeled gravity was interpolated from observed gravity values.
 RK0217
 RK0217;                    North         East    Units  Estimated Accuracy
 RK0217;SPC MI N     -   189,050.    7,955,680.      MT  (+/- 180 meters Scaled)
 RK0217
 RK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS556478(NAD 83)
 RK0217
 RK0217                          SUPERSEDED SURVEY CONTROL
 RK0217
 RK0217  NGVD 29 (??/??/92)  386.529  (m)         1268.14   (f) ADJ UNCH    1 2
 RK0217
 RK0217.Superseded values are not recommended for survey control.
 RK0217
 RK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0217.See file dsdata.pdf to determine how the superseded data were derived.
 RK0217
 RK0217_MARKER: DB = BENCH MARK DISK
 RK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0217_STAMPING: ELEV 1268.137 FT A 22 1917
 RK0217_MARK LOGO: CGS
 RK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0217+STABILITY: SURFACE MOTION
 RK0217
 RK0217  HISTORY     - Date     Condition        Report By
 RK0217  HISTORY     - 1917     MONUMENTED       CGS
 RK0217  HISTORY     - 1934     POOR             CGS
 RK0217  HISTORY     - 1985     GOOD             NGS
 RK0217
 RK0217                          STATION DESCRIPTION
 RK0217
 RK0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0217'2.5 MI SE FROM NEGAUNEE.
 RK0217'2-1/2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 RK0217'RAILWAY FROM NEGAUNEE, MARQUETTE COUNTY, 3/4 MILE NORTHWEST
 RK0217'OF PARTRIDGE, 73 FEET SOUTHEAST OF THE SECTION FOREMANS HOUSE,
 RK0217'46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 RK0217'FROM A FENCE.  A STANDARD DISK, STAMPED ELEV. 1268.137 FT. A
 RK0217'22 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 RK0217'ABOVE GROUND.
 RK0217
 RK0217                          STATION RECOVERY (1985)
 RK0217
 RK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0454 ***********************************************************************
 RM0454  DESIGNATION -  A 233
 RM0454  PID         -  RM0454
 RM0454  STATE/COUNTY-  MI/GOGEBIC
 RM0454  COUNTRY     -  US
 RM0454  USGS QUAD   -  IRONWOOD (2017)
 RM0454
 RM0454                         *CURRENT SURVEY CONTROL
 RM0454  ______________________________________________________________________
 RM0454* NAD 83(1986) POSITION- 46 27 31.06   (N) 090 10 18.74   (W)   HD_HELD1
 RM0454* NAVD 88 ORTHO HEIGHT -   456.849 (meters)     1498.85  (feet) ADJUSTED
 RM0454  ______________________________________________________________________
 RM0454  GEOID HEIGHT    -        -30.670 (meters)                     GEOID18
 RM0454  DYNAMIC HEIGHT  -        456.868 (meters)     1498.91  (feet) COMP
 RM0454  MODELED GRAVITY -    980,642.6   (mgal)                       NAVD 88
 RM0454
 RM0454  VERT ORDER      -  SECOND    CLASS I
 RM0454
 RM0454.The horizontal coordinates were determined by differentially corrected
 RM0454.hand held GPS observations or other comparable positioning techniques
 RM0454.and have an estimated accuracy of +/- 3 meters.
 RM0454
 RM0454.The orthometric height was determined by differential leveling and
 RM0454.adjusted by the NATIONAL GEODETIC SURVEY
 RM0454.in February 2017.
 RM0454
 RM0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0454.GEOID18 height accuracy estimate available here.
 RM0454
 RM0454.Click photographs - Photos may exist for this station.
 RM0454
 RM0454.The dynamic height is computed by dividing the NAVD 88
 RM0454.geopotential number by the normal gravity value computed on the
 RM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0454.degrees latitude (g = 980.6199 gals.).
 RM0454
 RM0454.The modeled gravity was interpolated from observed gravity values.
 RM0454
 RM0454;                    North         East    Units  Estimated Accuracy
 RM0454;SPC MI N     -   191,073.5   7,756,421.8     MT  (+/- 3 meters HH1 GPS) 
 RM0454
 RM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1716748892(NAD 83)
 RM0454
 RM0454                          SUPERSEDED SURVEY CONTROL
 RM0454
 RM0454  NAVD 88 (07/25/13)  456.888  (m)         1498.97   (f) SUPERSEDED  2 1
 RM0454  NAVD 88 (06/15/91)  456.847  (m)         1498.84   (f) SUPERSEDED  1 2
 RM0454
 RM0454.Superseded values are not recommended for survey control.
 RM0454
 RM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0454.See file dsdata.pdf to determine how the superseded data were derived.
 RM0454
 RM0454_MARKER: DV = VERTICAL CONTROL DISK
 RM0454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RM0454_SP_SET: DOOR SILL
 RM0454_STAMPING: A 233 1978
 RM0454_MARK LOGO: NGS
 RM0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0454+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0454
 RM0454  HISTORY     - Date     Condition        Report By
 RM0454  HISTORY     - 1978     MONUMENTED       NGS
 RM0454  HISTORY     - 1982     GOOD             NGS
 RM0454  HISTORY     - 1982     GOOD             NGS
 RM0454  HISTORY     - 1985     GOOD             NGS
 RM0454  HISTORY     - 1989     GOOD             USPSQD
 RM0454  HISTORY     - 19970630 GOOD             MIDT
 RM0454  HISTORY     - 20030502 GOOD             USPSQD
 RM0454  HISTORY     - 20040806 GOOD             USPSQD
 RM0454  HISTORY     - 20120725 GOOD             GEOCAC
 RM0454  HISTORY     - 20130904 GOOD             WIDT
 RM0454  HISTORY     - 20180725 GOOD             WIDT
 RM0454
 RM0454                          STATION DESCRIPTION
 RM0454
 RM0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0454'IN IRONWOOD.
 RM0454'IN IRONWOOD, AT THE MAIN ENTRANCE TO THE GEORGE N. SLEIGHT SCHOOL, AT
 RM0454'THE INTERSECTION OF NORTH LOWELL STREET AND ARCH STREET, 24.2 METERS
 RM0454'(79.5 FT) NORTH OF THE NORTH CURB RETURN OF ARCH STREET, 1.5 METERS
 RM0454'(5.0 FT) EAST OF THE EXTENDED CENTERLINE OF THE DOORWAY, AND SET IN
 RM0454'THE GRANITE DOORSILL AGAINST THE SOUTH FACE OF THE BUILDING.
 RM0454'THE MARK IS 0.61 M ABOVE STREET.
 RM0454
 RM0454                          STATION RECOVERY (1982)
 RM0454
 RM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1985)
 RM0454
 RM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1989)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1997)
 RM0454
 RM0454'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0454'RECOVERED AS DESCRIBED.
 RM0454
 RM0454                          STATION RECOVERY (2003)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0454'RECOVERED IN GOOD CONDITION.  THE 1982 DESCRIPTION IS ADEQUATE.  THE
 RM0454'BUILDING MAY OBSTRUCT SATELLITE OBSERVATIONS.
 RM0454
 RM0454                          STATION RECOVERY (2004)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (2012)
 RM0454
 RM0454'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (2013)
 RM0454
 RM0454'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0454'RECOVERED AS DESCRIBED.
 RM0454
 RM0454                          STATION RECOVERY (2018)
 RM0454
 RM0454'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0454'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0860 ***********************************************************************
 MC0860  DESIGNATION -  A 234
 MC0860  PID         -  MC0860
 MC0860  STATE/COUNTY-  MI/MONROE
 MC0860  COUNTRY     -  US
 MC0860  USGS QUAD   -  MONROE (2017)
 MC0860
 MC0860                         *CURRENT SURVEY CONTROL
 MC0860  ______________________________________________________________________
 MC0860* NAD 83(1986) POSITION- 41 54 51.     (N) 083 23 20.     (W)   SCALED
 MC0860* NAVD 88 ORTHO HEIGHT -   177.745 (meters)      583.15  (feet) ADJUSTED
 MC0860  ______________________________________________________________________
 MC0860  GEOID HEIGHT    -        -35.240 (meters)                     GEOID18
 MC0860  DYNAMIC HEIGHT  -        177.681 (meters)      582.94  (feet) COMP
 MC0860  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 MC0860
 MC0860  VERT ORDER      -  FIRST     CLASS II
 MC0860
 MC0860.The horizontal coordinates were scaled from a map and have
 MC0860.an estimated accuracy of +/- 6 seconds.
 MC0860
 MC0860.The orthometric height was determined by differential leveling and
 MC0860.adjusted by the NATIONAL GEODETIC SURVEY
 MC0860.in June 1991.
 MC0860
 MC0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0860.GEOID18 height accuracy estimate available here.
 MC0860
 MC0860.Click photographs - Photos may exist for this station.
 MC0860
 MC0860.The dynamic height is computed by dividing the NAVD 88
 MC0860.geopotential number by the normal gravity value computed on the
 MC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0860.degrees latitude (g = 980.6199 gals.).
 MC0860
 MC0860.The modeled gravity was interpolated from observed gravity values.
 MC0860
 MC0860;                    North         East    Units  Estimated Accuracy
 MC0860;SPC MI S     -    46,480.    4,081,120.      MT  (+/- 180 meters Scaled)
 MC0860
 MC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG018430(NAD 83)
 MC0860
 MC0860                          SUPERSEDED SURVEY CONTROL
 MC0860
 MC0860  NGVD 29 (??/??/92)  177.913  (m)          583.70   (f) ADJ UNCH    1 2
 MC0860
 MC0860.Superseded values are not recommended for survey control.
 MC0860
 MC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0860.See file dsdata.pdf to determine how the superseded data were derived.
 MC0860
 MC0860_MARKER: F = FLANGE-ENCASED ROD
 MC0860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0860_STAMPING: A 234 1980
 MC0860_MARK LOGO: NGS
 MC0860_PROJECTION: RECESSED 8 CENTIMETERS
 MC0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0860+STABILITY: POSITION/ELEVATION WELL
 MC0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0860+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2017
 MC0860_ROD/PIPE-DEPTH: 3.4 meters
 MC0860_SLEEVE-DEPTH  : 3.0 meters
 MC0860
 MC0860  HISTORY     - Date     Condition        Report By
 MC0860  HISTORY     - 1980     MONUMENTED       NGS
 MC0860  HISTORY     - 20070502 GOOD             WARNKE
 MC0860  HISTORY     - 20090331 GOOD             ADVGEO
 MC0860  HISTORY     - 20151208 GOOD             MCA
 MC0860  HISTORY     - 20171028 GOOD             WHG
 MC0860
 MC0860                          STATION DESCRIPTION
 MC0860
 MC0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0860'IN MONROE.
 MC0860'IN MOMROE, AT THE SOLDIERS AND SAILORS PARK, ON THE SOUTHWEST SIDE
 MC0860'OF THE RAISIN RIVER, NEAR THE T-JUNCTION OF FRONT STREET AND
 MC0860'JEROME STREET, AT A MAJOR POWER LINE CROSSING, 76.2 METERS (250 FEET)
 MC0860'NORTHEAST OF THE NORTHEAST CURB OF FRONT STREET,58.2 METERS (191
 MC0860'FEET) NORTHWEST OF THE EXTENDED CENTER OF JEROME STREET, 1.7 METERS
 MC0860'(5.5 FEET) NORTHWEST OF THE WEST LEG OF A MAJOR POWER LINE TOWER
 MC0860'NUMBER 1344.
 MC0860'THE MARK IS ABOVE LEVEL WITH STREET.
 MC0860
 MC0860                          STATION RECOVERY (2007)
 MC0860
 MC0860'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0860'THE STATION IS LOCATED IN SOLDIERS AND SAILORS PARK IN THE SOUTHWEST
 MC0860'PART OF CITY OF MONROE, 0.4MILES TO MONROE CO. COURTHOUSE, 2.1 MILES
 MC0860'TO MONROE TWP. HALL, 3.0 MILES TO FRENCHTOWN TWP. HALL
 MC0860'
 MC0860'TO REACH THE STATION FROM THE INTERSECTION OF E. FRONT ST. AND JEROME
 MC0860'ST. HEAD NW'LY ON E. FRONT ST. +/-190' TO THE RIGHT WILL BE THE W'LY
 MC0860'LEG OF ELEC TOWER NO.1344 ROD IS IN MONUMENT BOX FLUSH WITH GROUND
 MC0860'5.5' NW'LY OF W'LY LEG.
 MC0860'
 MC0860'THE STATION IS FOUND ELEVATION ROD IN MONUMENT BOX, N30E +/-38' TO
 MC0860'S.EDGE OF RIVER RAISIN, S50E 5.5' TO W'LY CORNER OF W'LY LEG OF ELEC.
 MC0860'TOWER NO.1344, S45W 51.5' TO NE'LY BOLT IN BASE OF STREET LIGHT POLE,
 MC0860'S25W 34.5' TO NE'LY EDGE OF CONC. SIDEWALK.
 MC0860
 MC0860                          STATION RECOVERY (2009)
 MC0860
 MC0860'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0860'RECOVERED IN GOOD CONDITION.
 MC0860
 MC0860                          STATION RECOVERY (2015)
 MC0860
 MC0860'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2015 (CCM)
 MC0860'RECOVERED IN GOOD CONDITION.
 MC0860
 MC0860                          STATION RECOVERY (2017)
 MC0860
 MC0860'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0889 ***********************************************************************
 NE0889  DESIGNATION -  A 235
 NE0889  PID         -  NE0889
 NE0889  STATE/COUNTY-  MI/WAYNE
 NE0889  COUNTRY     -  US
 NE0889  USGS QUAD   -  GROSSE POINTE (2017)
 NE0889
 NE0889                         *CURRENT SURVEY CONTROL
 NE0889  ______________________________________________________________________
 NE0889* NAD 83(1986) POSITION- 42 22 45.5    (N) 082 55 26.7    (W)   HD_HELD2
 NE0889* NAVD 88 ORTHO HEIGHT -   178.455 (meters)      585.48  (feet) ADJUSTED
 NE0889  ______________________________________________________________________
 NE0889  GEOID HEIGHT    -        -34.606 (meters)                     GEOID18
 NE0889  DYNAMIC HEIGHT  -        178.403 (meters)      585.31  (feet) COMP
 NE0889  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 NE0889
 NE0889  VERT ORDER      -  FIRST     CLASS II
 NE0889
 NE0889.The horizontal coordinates were established by autonomous hand held GPS
 NE0889.observations and have an estimated accuracy of +/- 10 meters.
 NE0889
 NE0889.The orthometric height was determined by differential leveling and
 NE0889.adjusted by the NATIONAL GEODETIC SURVEY
 NE0889.in June 1991.
 NE0889
 NE0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0889.GEOID18 height accuracy estimate available here.
 NE0889
 NE0889.Click photographs - Photos may exist for this station.
 NE0889
 NE0889.The dynamic height is computed by dividing the NAVD 88
 NE0889.geopotential number by the normal gravity value computed on the
 NE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0889.degrees latitude (g = 980.6199 gals.).
 NE0889
 NE0889.The modeled gravity was interpolated from observed gravity values.
 NE0889
 NE0889;                    North         East    Units  Estimated Accuracy
 NE0889;SPC MI S     -    98,689.    4,118,794.      MT  (+/- 10 meters HH2 GPS)
 NE0889
 NE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4159993684(NAD 83)
 NE0889
 NE0889                          SUPERSEDED SURVEY CONTROL
 NE0889
 NE0889  NGVD 29 (11/26/84)  178.611  (m)          585.99   (f) ADJUSTED    1 2
 NE0889
 NE0889.Superseded values are not recommended for survey control.
 NE0889
 NE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0889.See file dsdata.pdf to determine how the superseded data were derived.
 NE0889
 NE0889_MARKER: F = FLANGE-ENCASED ROD
 NE0889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0889_STAMPING: A 235 1980
 NE0889_MARK LOGO: NGS
 NE0889_PROJECTION: RECESSED
 NE0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0889_ROD/PIPE-DEPTH: 6.1 meters
 NE0889
 NE0889  HISTORY     - Date     Condition        Report By
 NE0889  HISTORY     - 1980     MONUMENTED       NGS
 NE0889
 NE0889                          STATION DESCRIPTION
 NE0889
 NE0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0889'IN GROSSE POINTE PARK.
 NE0889'IN GROSSE POINTE PARK, AT THE JUNCTION OF JEFFERSON AVE. AND THREE
 NE0889'MILE DRIVE, 4.35 METERS (14.2 FEET) NORTH OF THE NORTH CURB OF
 NE0889'JEFFERSON, 7.1 METERS (23.3 FEET) EAST OF THE EAST CURB OF THREE MILE,
 NE0889'3.6 METERS (11.8 FEET) NORTH OF A METAL STREET LAMP POLE, 1.9 METERS
 NE0889'(6.3 FEET) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.9 METERS
 NE0889'(6.3 FEET) WEST OF THE WEST EDGE OF A SIDEWALK.
 NE0889'THE MARK IS ABOVE LEVEL WITH SIDEWALD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0911 ***********************************************************************
 NE0911  DESIGNATION -  A 236
 NE0911  PID         -  NE0911
 NE0911  STATE/COUNTY-  MI/MACOMB
 NE0911  COUNTRY     -  US
 NE0911  USGS QUAD   -  NEW HAVEN (2017)
 NE0911
 NE0911                         *CURRENT SURVEY CONTROL
 NE0911  ______________________________________________________________________
 NE0911* NAD 83(2011) POSITION- 42 38 45.39940(N) 082 48 46.26200(W)   ADJUSTED
 NE0911* NAD 83(2011) ELLIP HT-   141.841 (meters)        (06/27/12)   ADJUSTED
 NE0911* NAD 83(2011) EPOCH   -  2010.00
 NE0911* NAVD 88 ORTHO HEIGHT -   176.710 (meters)      579.76  (feet) ADJUSTED
 NE0911  ______________________________________________________________________
 NE0911  GEOID HEIGHT    -        -34.863 (meters)                     GEOID18
 NE0911  NAD 83(2011) X  -    587,869.326 (meters)                     COMP
 NE0911  NAD 83(2011) Y  - -4,661,873.399 (meters)                     COMP
 NE0911  NAD 83(2011) Z  -  4,298,749.700 (meters)                     COMP
 NE0911  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 NE0911  DYNAMIC HEIGHT  -        176.660 (meters)      579.59  (feet) COMP
 NE0911  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 NE0911
 NE0911  VERT ORDER      -  SECOND    CLASS I
 NE0911
 NE0911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0911  Standards:
 NE0911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0911  -------------------------------------------------------------------
 NE0911  NETWORK    0.29   0.45           0.13   0.10   0.23      0.02663277
 NE0911  -------------------------------------------------------------------
 NE0911  Click here for local accuracies and other accuracy information.
 NE0911
 NE0911.The horizontal coordinates were established by GPS observations
 NE0911.and adjusted by the National Geodetic Survey in June 2012.
 NE0911
 NE0911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0911.been affixed to the stable North American tectonic plate. See 
 NE0911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0911
 NE0911.The horizontal coordinates are valid at the epoch date displayed above
 NE0911.which is a decimal equivalence of Year/Month/Day.
 NE0911
 NE0911.The orthometric height was determined by differential leveling and
 NE0911.adjusted by the NATIONAL GEODETIC SURVEY
 NE0911.in July 2007.
 NE0911
 NE0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0911.GEOID18 height accuracy estimate available here.
 NE0911
 NE0911.Click photographs - Photos may exist for this station.
 NE0911
 NE0911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0911
 NE0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0911
 NE0911.The ellipsoidal height was determined by GPS observations
 NE0911.and is referenced to NAD 83.
 NE0911
 NE0911.The dynamic height is computed by dividing the NAVD 88
 NE0911.geopotential number by the normal gravity value computed on the
 NE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0911.degrees latitude (g = 980.6199 gals.).
 NE0911
 NE0911.The modeled gravity was interpolated from observed gravity values.
 NE0911
 NE0911. The following values were computed from the NAD 83(2011) position.
 NE0911
 NE0911;                    North         East     Units Scale Factor Converg.
 NE0911;SPC MI S     -   128,464.043 4,127,406.711   MT  0.99991554   +1 03 26.7
 NE0911;SPC MI S     -   421,469.96 13,541,360.60   iFT  0.99991554   +1 03 26.7
 NE0911;UTM  17      - 4,723,091.750   351,389.891   MT  0.99987172   -1 13 42.1
 NE0911
 NE0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0911!SPC MI S     -   0.99997776  x   0.99991554  =   0.99989330
 NE0911!UTM  17      -   0.99997776  x   0.99987172  =   0.99984948
 NE0911
 NE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5138923091(NAD 83)
 NE0911
 NE0911                          SUPERSEDED SURVEY CONTROL
 NE0911
 NE0911  NAD 83(2007)-  42 38 45.39953(N)    082 48 46.26274(W) AD(2002.00) 1
 NE0911  ELLIP H (06/10/07)  141.847  (m)                       GP(2002.00) 4 1
 NE0911  NAVD 88             176.71   (m)          579.8    (f) LEVELING    3  
 NE0911  NAVD 88 (06/15/91)  176.704  (m)          579.74   (f) SUPERSEDED  1 2
 NE0911  NGVD 29 (11/26/84)  176.833  (m)          580.16   (f) ADJUSTED    1 2
 NE0911
 NE0911.Superseded values are not recommended for survey control.
 NE0911
 NE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0911.See file dsdata.pdf to determine how the superseded data were derived.
 NE0911
 NE0911_MARKER: I = METAL ROD
 NE0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0911_STAMPING: A 236 1980
 NE0911_MARK LOGO: NGS
 NE0911_PROJECTION: RECESSED 10 CENTIMETERS
 NE0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0911+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2020
 NE0911_ROD/PIPE-DEPTH: 12.1 meters
 NE0911
 NE0911  HISTORY     - Date     Condition        Report By
 NE0911  HISTORY     - 1980     MONUMENTED       NGS
 NE0911  HISTORY     - 19910713 GOOD             USPSQD
 NE0911  HISTORY     - 19940515 GOOD             LOCENG
 NE0911  HISTORY     - 19950521 GOOD             USPSQD
 NE0911  HISTORY     - 20010331 GOOD             NGS
 NE0911  HISTORY     - 20040928 GOOD             MIDT
 NE0911  HISTORY     - 20051122 GOOD             WOOLPT
 NE0911  HISTORY     - 20060707 GOOD             SPALD
 NE0911  HISTORY     - 20061220 GOOD             MIDT
 NE0911  HISTORY     - 20090325 GOOD             INDIV
 NE0911  HISTORY     - 20200824 POOR             MIDT
 NE0911
 NE0911                          STATION DESCRIPTION
 NE0911
 NE0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0911'IN ANCHOR BAY GARDENS.
 NE0911'IN ANCHOR BAY GARDENS, SET SOUTHWEST OF POWER POLE DE65-RE68 AT
 NE0911'THE SOUTH CORNER OF THE PROPERTY OF HARBOR MANOR APARTMENT BUILDING
 NE0911'NUMBER 47109 JEFFERSON AVENUE, DIRECTLY ACROSS JEFFERSON AVENUE
 NE0911'FROM THE JUNCTION OF WAND STREET, 0.5 KILOMETER (0.3 MILE) NORTHEAST
 NE0911'OF THE JUNCTION OF 21 MILE ROAD, 17.08 METERS (56.0 FEET) SOUTH
 NE0911'OF THE SOUTH CORNER OF THE APARTMENT BUILDING NUMBER 47109, 13.2
 NE0911'METERS (43.3 FEET) NORTHWEST OF THE CENTER LINE OF JEFFERSON AVENUE,
 NE0911'2.8 METERS (9.2 FEET) NORTH OF THE CENTER OF A 24-INCH CIRCULAR
 NE0911'CATCH BASIN, 0.61 METER (2.0 FEET) SOUTHWEST OF POWER POLE DE65-
 NE0911'RE69 WITH 4 GUY WIRES.
 NE0911'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0911
 NE0911                          STATION RECOVERY (1991)
 NE0911
 NE0911'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (1994)
 NE0911
 NE0911'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0911'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION IS QUESTIONABLE
 NE0911'FOR GPS WORK DUE TO TWO UTILITY POLES TO THE NORTHEAST AND A TREE TO
 NE0911'THE NORTHWEST OBSTRUCTING UP TO EIGHTY DEGREES ABOVE THE HORIZON.
 NE0911
 NE0911                          STATION RECOVERY (1995)
 NE0911
 NE0911'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2001)
 NE0911
 NE0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0911
 NE0911                          STATION RECOVERY (2004)
 NE0911
 NE0911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004
 NE0911'0.92 METER WEST OF POWER POLE WITH 3 GUY WIRES.
 NE0911
 NE0911                          STATION RECOVERY (2005)
 NE0911
 NE0911'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (JWK)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2006)
 NE0911
 NE0911'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2006)
 NE0911
 NE0911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0911'RECOVERED WITH THE FOLLOWING ADDITIONS. 13.38 METERS (43.9 FEET) WEST
 NE0911'OF THE CENTERLINE OF JEFFERSON AVENUE, 3.67 METERS (12.05 FEET)
 NE0911'SOUTHEAST OF THE SOUTHEAST CORNER OF A SIDEWALK, 1.04 METERS (3.4
 NE0911'FEET) SOUTH-SOUTHEAST OF A POWER POLE, AND 0.61 METERS (2.0 FEET) WEST
 NE0911'OF A CARSONITE WITNESS POST.  ROD 0.03 METERS (1 INCH) BELOW CONCRETE
 NE0911'CASING WITH A RED CAP.
 NE0911
 NE0911                          STATION RECOVERY (2009)
 NE0911
 NE0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CAA)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2020)
 NE0911
 NE0911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 NE0911'ROD IS PINCHED AND BENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0943 ***********************************************************************
 NE0943  HT_MOD      -  This is a Height Modernization Survey Station.
 NE0943  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0943  DESIGNATION -  A 237
 NE0943  PID         -  NE0943
 NE0943  STATE/COUNTY-  MI/ST CLAIR
 NE0943  COUNTRY     -  US
 NE0943  USGS QUAD   -  ST. CLAIR (2017)
 NE0943
 NE0943                         *CURRENT SURVEY CONTROL
 NE0943  ______________________________________________________________________
 NE0943* NAD 83(2011) POSITION- 42 48 45.39358(N) 082 29 07.94914(W)   ADJUSTED
 NE0943* NAD 83(2011) ELLIP HT-   141.621 (meters)        (06/27/12)   ADJUSTED
 NE0943* NAD 83(2011) EPOCH   -  2010.00
 NE0943* NAVD 88 ORTHO HEIGHT -   176.61  (meters)      579.4   (feet) GPS OBS
 NE0943  ______________________________________________________________________
 NE0943  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NE0943  GEOID HEIGHT    -        -34.947 (meters)                     GEOID03
 NE0943  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 NE0943  NAD 83(2011) X  -    612,848.152 (meters)                     COMP
 NE0943  NAD 83(2011) Y  - -4,645,983.862 (meters)                     COMP
 NE0943  NAD 83(2011) Z  -  4,312,349.933 (meters)                     COMP
 NE0943  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 NE0943
 NE0943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0943  Standards:
 NE0943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0943  -------------------------------------------------------------------
 NE0943  NETWORK    0.39   0.61           0.18   0.13   0.31     -0.00838476
 NE0943  -------------------------------------------------------------------
 NE0943  Click here for local accuracies and other accuracy information.
 NE0943
 NE0943.The horizontal coordinates were established by GPS observations
 NE0943.and adjusted by the National Geodetic Survey in June 2012.
 NE0943
 NE0943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0943.been affixed to the stable North American tectonic plate. See 
 NE0943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0943
 NE0943.The horizontal coordinates are valid at the epoch date displayed above
 NE0943.which is a decimal equivalence of Year/Month/Day.
 NE0943
 NE0943.The orthometric height was determined by GPS observations and a
 NE0943.high-resolution geoid model using precise GPS observation and
 NE0943.processing techniques.
 NE0943
 NE0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0943.GEOID18 height accuracy estimate available here.
 NE0943
 NE0943.This Water Level Mark is designated as VM 12983
 NE0943.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0943
 NE0943.Click photographs - Photos may exist for this station.
 NE0943
 NE0943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0943
 NE0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0943
 NE0943.The ellipsoidal height was determined by GPS observations
 NE0943.and is referenced to NAD 83.
 NE0943
 NE0943. The following values were computed from the NAD 83(2011) position.
 NE0943
 NE0943;                    North         East     Units Scale Factor Converg.
 NE0943;SPC MI S     -   147,519.638 4,153,827.078   MT  0.99990767   +1 16 48.6
 NE0943;SPC MI S     -   483,988.31 13,628,041.59   iFT  0.99990767   +1 16 48.6
 NE0943;UTM  17      - 4,741,075.871   378,547.592   MT  0.99978147   -1 00 34.9
 NE0943
 NE0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0943!SPC MI S     -   0.99997779  x   0.99990767  =   0.99988546
 NE0943!UTM  17      -   0.99997779  x   0.99978147  =   0.99975927
 NE0943
 NE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7854741075(NAD 83)
 NE0943
 NE0943                          SUPERSEDED SURVEY CONTROL
 NE0943
 NE0943  NAD 83(2007)-  42 48 45.39368(N)    082 29 07.94998(W) AD(2002.00) 1
 NE0943  ELLIP H (06/10/07)  141.637  (m)                       GP(2002.00) 4 1
 NE0943  NAVD 88 (10/01/97)  176.632  (m)          579.50   (f) ADJUSTED    1 2
 NE0943  NAVD 88 (06/15/91)  176.638  (m)          579.52   (f) SUPERSEDED  1 2
 NE0943  NGVD 29 (11/26/84)  176.760  (m)          579.92   (f) ADJUSTED    1 2
 NE0943
 NE0943.Superseded values are not recommended for survey control.
 NE0943
 NE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0943.See file dsdata.pdf to determine how the superseded data were derived.
 NE0943
 NE0943_MARKER: F = FLANGE-ENCASED ROD
 NE0943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0943_STAMPING: A 237 1980
 NE0943_MARK LOGO: NGS
 NE0943_PROJECTION: RECESSED 100 CENTIMETERS
 NE0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0943+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 NE0943_ROD/PIPE-DEPTH: 9.7 meters
 NE0943_SLEEVE-DEPTH  : 3.0 meters
 NE0943
 NE0943  HISTORY     - Date     Condition        Report By
 NE0943  HISTORY     - 1980     MONUMENTED       NGS
 NE0943  HISTORY     - 1983     GOOD             USPSQD
 NE0943  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0943  HISTORY     - 19941027 GOOD             NOS
 NE0943  HISTORY     - 19951102 GOOD             NOS
 NE0943  HISTORY     - 20050410 GOOD             USPSQD
 NE0943  HISTORY     - 20060620 SEE DESCRIPTION  MIDT
 NE0943  HISTORY     - 20070121 GOOD             NGS
 NE0943  HISTORY     - 20220822 GOOD             NGS
 NE0943
 NE0943                          STATION DESCRIPTION
 NE0943
 NE0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0943'IN ST CLAIR.
 NE0943'IN ST CLAIR, 0.08 KILOMETERS (0.05 MILE) EAST OF STATE HIGHWAY 29,
 NE0943'ON THE PROPERTY OF THE MICHIGAN STATE POLICE, SET IN THE GRASSY AREA
 NE0943'ON THE SOUTH SIDE OF THE BOAT HOUSE AND NEAR THE WATERS EDGE, 7.23
 NE0943'METERS (23.7 FEET) SOUTH OF THE SOUTHEAST CORNER AND IN LINE WITH THE
 NE0943'EAST FACE OF THE BOAT HOUSE, 15.0 METERS (49.2 FEET) EASTSOUTHEAST OF
 NE0943'THE SOUTHWEST CORNER OF THE BOAT HOUSE, 8.7 METERS (28.6 FEET) EAST
 NE0943'OF THE EAST EDGE OF A PAVED PARKING AREA, AND 5.05 METERS (16.6 FEET)
 NE0943'SOUTHWEST OF THE SOUTHWEST EDGE OF AN ANGLED SEA WALL.
 NE0943'THE MARK IS 0.1 M BELOW GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1983)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0943'IN ST. CLAIR, 0.5 MILES EAST OF HIGHWAY M-29 ON THE PROPERTY OF THE
 NE0943'MICHIGAN STATE POLICE POST, SET IN A GRASSY AREA ON THE SOUTH SIDE OF
 NE0943'THE BRICK BOATHOUSE NEAR THE WATER'S EDGE. 23.7 FEET SOUTH OF THE
 NE0943'SOUTHEAST CORNER AND IN LINE WITH THE EAST FACE OF THE BOATHOUSE,
 NE0943'28.6 FT. EAST OF THE EAST EDGE OF THE PAVED PARKING AREA AND 16.6
 NE0943'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE ANGLED SEAWALL. A
 NE0943'STAINLESS STEEL ROD SET TO A DEPTH OF 9.7 METERS IN A SLEEVE
 NE0943'EXTENDING TO A DEPTH OF 3.0 METERS ENCASED IN A PIPE FLUSH WITH THE
 NE0943'GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1983)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0943'MARK NOT FOUND.
 NE0943
 NE0943                          STATION RECOVERY (1994)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0943'BM A 237 IS IN ST CLAIR, ST CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0943'STATE POLICE POST AT 1419 RIVERSIDE DRIVE (STATE HIGHWAY 29) , 0.8
 NE0943'KILOMETERS (0.50 MI) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29
 NE0943'DRAW BRIDGE OVER THE PINE RIVER, SET IN THE GRASSY AREA ON THE SOUTH
 NE0943'SIDE OF A BRICK GARAGE (FORMER BOAT HOUSE) AND NEAR THE WATERS EDGE,
 NE0943'80 METERS (262.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 29, 7.23 METERS
 NE0943'(23.72 FT) SOUTH OF THE SOUTHEAST CORNER AND IN LINE WITH THE EAST
 NE0943'FACE THE BRICK GARAGE , 15.0 METERS (49.2 FT) EAST-SOUTHEAST OF THE
 NE0943'SOUTHWEST CORNER OF THE BRICK GARAGE, 9.0 METERS (29.5 FT) EAST OF THE
 NE0943'EAST EDGE OF A PAVED PARKING AREA, AND 9.95 METERS (32.64 FT) WEST OF
 NE0943'THE EAST FACE OF STEEL BULKHEAD.  BEING A STAINLESS STEEL ROD SET TO A
 NE0943'DEPTH OF 9.7 METERS (31.8 FT) IN A SLEEVE EXTENDING TO A DEPTH OF 3.0
 NE0943'METERS (9.8 FT) ENCASED IN A PIPE FLUSH WITH THE GROUND.  MARK IS 1
 NE0943'METER (3.3 FT) BELOW GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1995)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0943'RECOVERED AS DESCRIBED.
 NE0943
 NE0943                          STATION RECOVERY (2005)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0943'STATION RECOVERY DESCRIPTION FROM 1994 HAS CHANGED.  THE MICHIGAN
 NE0943'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY HOMES.  THE MARK
 NE0943'IS NOW LOCATED BEHIND A PRIVATE RESIDENCE AT 1417 RIVERSIDE DRIVE.
 NE0943'MARK IS IN THE BACKYARD, LOCATED 5 FEET NORTH OF PROPERTY LINE AND 32
 NE0943'FEET WEST OF STEEL BREAKWALL.  ORANGE PLASTIC WITNESS POST IS IN PLACE
 NE0943'AND IN GOOD CONDITION.
 NE0943
 NE0943                          STATION RECOVERY (2006)
 NE0943
 NE0943'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0943'RECOVERED AS DESCRIBED.  HOME OWNER ASKED THAT NO ONE COME BACK
 NE0943'BECAUSE OF DOGS.
 NE0943
 NE0943                          STATION RECOVERY (2007)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JO)
 NE0943'ANY STATE, FEDERAL OR PRIVATE SURVEYORS WISHING TO USE THE SURVEY
 NE0943'MARKER A 237 IN BACKYARD AT 1417 OAKLAND ST. IN ST. CLAIR, MI MUST
 NE0943'CONTACT: MR. JAMES T. BARNES, ESQUIRE AT 312-939-5859 OR MS. SUZANNE
 NE0943'VETHACKE AT 810-326-0444, 2 WEEKS PRIOR TO PLANNED DATE OF VISIT  THIS
 NE0943'IS NOW A PRIVATE FENCED RESIDENCE WITH 2 LARGE DOGS THAT HAVE CONSTANT
 NE0943'ACCESS TO YARD, AND A PRIOR DATE MUST BE AGREED UPON BY HOMEOWNER.
 NE0943'ANYONE WITHOUT AN APPOINTMENT WILL NOT BE ALLOWED ON PROPERTY UNTIL
 NE0943'THEY COMPLY WITH THE 2 WEEK NOTICE. SO CONTACT WELL AHEAD IS ADVISED.
 NE0943
 NE0943                          STATION RECOVERY (2022)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 NE0943'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF RATTLE
 NE0943'RUN, 6.4 MI (10.3 KM) NORTH OF MARINE CITY AND 0.9 MI (1.4 KM)
 NE0943'SOUTH-SOUTHEAST OF SAINT CLAIR.  FOR CURRENT OWNERSHIP--CONTACT ST.
 NE0943'CLAIR COUNTY EQUALIZATION DEPARTMENT REGARDING PARCEL NUMBER:
 NE0943'74-07-051-0013-000 AT ADDRESS 1417 OAKLAND AVENUE, ST CLAIR, MI 48079.
 NE0943'TO REACH FROM THE POST OFFICE AT 202 TRUMBULL STREET, ST CLAIR, MI
 NE0943'48079, GO EAST ON TRUMBULL ST FOR 0.05 MI (0.08 KM) TO THE
 NE0943'INTERSECTION OF SECOND STREET.  TURN LEFT ON SECOND STREET FOR 0.05 MI
 NE0943'(0.08 KM) TO THE INTERSECTION OF JAY STREET.  TURN RIGHT ON JAY STREET
 NE0943'FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF S RIVERSIDE AVENUE.  TURN
 NE0943'RIGHT ON RIVERSIDE AVENUE FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF
 NE0943'OAKLAND AVENUE LEFT AND STRAIGHT AHEAD.  CONTINUE AHEAD ON OAKLAND
 NE0943'AVENUE FOR 0.2 MI (0.3 KM) TO HOUSE #1417 ON THE LEFT, PARK IN THE
 NE0943'DRIVEWAY AND CONTINUE ON FOOT AROUND THE SOUTH SIDE OF THE HOUSE TO
 NE0943'THE MARK IN THE BACKYARD NEAR A FAUX WROUGHT-IRON FENCE.
 NE0943'
 NE0943'IT IS 25.6 M (84.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 NE0943'10.0 M (32.8 FT) WEST OF THE EAST EDGE OF AN IRON LEDGE AT THE WATER'S
 NE0943'EDGE, 3.15 M (10.3 FT) WEST-SOUTHWEST OF A RETAINING WALL SURROUNDING
 NE0943'A RIVERSIDE PATIO, 1.7 M (5.6 FT) NORTH OF THE FENCE AND ABOUT 2 M
 NE0943'(6.6 FT) LOWER THAN THE STREET.
 NE0943'
 NE0943'NOTE-ACCESS THE DATUM POINT THROUGH A 5-INCH (13 CM) LOGO CAP, FLUSH
 NE0943'WITH THE GROUND.  THE DATUM POINT IS ABOUT 1 M (3.3 FT) BELOW THE
 NE0943'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0608 ***********************************************************************
 OJ0608  DESIGNATION -  A 238
 OJ0608  PID         -  OJ0608
 OJ0608  STATE/COUNTY-  MI/SANILAC
 OJ0608  COUNTRY     -  US
 OJ0608  USGS QUAD   -  CROSWELL (2017)
 OJ0608
 OJ0608                         *CURRENT SURVEY CONTROL
 OJ0608  ______________________________________________________________________
 OJ0608* NAD 83(1986) POSITION- 43 16 32.     (N) 082 31 52.     (W)   SCALED
 OJ0608* NAVD 88 ORTHO HEIGHT -   188.086 (meters)      617.08  (feet) ADJUSTED
 OJ0608  ______________________________________________________________________
 OJ0608  GEOID HEIGHT    -        -34.700 (meters)                     GEOID18
 OJ0608  DYNAMIC HEIGHT  -        188.047 (meters)      616.95  (feet) COMP
 OJ0608  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 OJ0608
 OJ0608  VERT ORDER      -  FIRST     CLASS II
 OJ0608
 OJ0608.The horizontal coordinates were scaled from a map and have
 OJ0608.an estimated accuracy of +/- 6 seconds.
 OJ0608
 OJ0608.The orthometric height was determined by differential leveling and
 OJ0608.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0608.in June 1991.
 OJ0608
 OJ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0608.GEOID18 height accuracy estimate available here.
 OJ0608
 OJ0608.Click photographs - Photos may exist for this station.
 OJ0608
 OJ0608.The dynamic height is computed by dividing the NAVD 88
 OJ0608.geopotential number by the normal gravity value computed on the
 OJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0608.degrees latitude (g = 980.6199 gals.).
 OJ0608
 OJ0608.The modeled gravity was interpolated from observed gravity values.
 OJ0608
 OJ0608;                    North         East    Units  Estimated Accuracy
 OJ0608;SPC MI S     -   198,850.    4,148,980.      MT  (+/- 180 meters Scaled)
 OJ0608
 OJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757925(NAD 83)
 OJ0608
 OJ0608                          SUPERSEDED SURVEY CONTROL
 OJ0608
 OJ0608  NGVD 29 (11/26/84)  188.204  (m)          617.47   (f) ADJUSTED    1 2
 OJ0608
 OJ0608.Superseded values are not recommended for survey control.
 OJ0608
 OJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0608.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0608
 OJ0608_MARKER: I = METAL ROD
 OJ0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0608_STAMPING: A 238 1980
 OJ0608_MARK LOGO: NGS
 OJ0608_PROJECTION: FLUSH
 OJ0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0608_ROD/PIPE-DEPTH: 3.7 meters
 OJ0608
 OJ0608  HISTORY     - Date     Condition        Report By
 OJ0608  HISTORY     - 1980     MONUMENTED       NGS
 OJ0608  HISTORY     - 19940728 GOOD             USPSQD
 OJ0608  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0608
 OJ0608                          STATION DESCRIPTION
 OJ0608
 OJ0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0608'IN LEXINGTON.
 OJ0608'IN LEXINGTON, 0.8 KILOMETER (0.5 MILE) NORTH ALONG STATE HIGHWAY
 OJ0608'25 FROM THE JUNCTION OF HIGHWAY 25 AND HURON AVENUE, TO THE ENTRANCE
 OJ0608'TO LEXINGTON MUNICIPAL TRAILER PARK ON THE EAST SIDE OF THE HIGHWAY,
 OJ0608'SET WEST OF A CHAIN LINK FENCE AND NORTH OF THE ENTRANCE. 11.29
 OJ0608'METERS (37.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 7.7 METERS
 OJ0608'(25.3 FEET) WEST OF THE NORTHWEST EDGE OF A SMALL COMMEMORATIVE
 OJ0608'PLAQUE ON A 6 X 3 FOOT STONE, 3.32 METERS (10.9 FEET) NORTH OF THE
 OJ0608'SOUTH END POST OF THE FENCE ABUTTED TO THE NORTH ENTRANCE PILLAR,
 OJ0608'0.3 METER (1.0 FOOT) WEST OF THE FENCE, NOTE, SEVERAL ATTEMPTS
 OJ0608'WERE MADE TO DRIVE THE ROD, REFUSAL AT 3.7 METERS.
 OJ0608'THE MARK IS 0.1 M BELOW GROUND.
 OJ0608
 OJ0608                          STATION RECOVERY (1994)
 OJ0608
 OJ0608'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0608'RECOVERED IN GOOD CONDITION.
 OJ0608
 OJ0608                          STATION RECOVERY (2005)
 OJ0608
 OJ0608'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0608'SUSPECT ROAD, FENCE AND STONE/COMMEMORATIVE PLAQUE HAVE ALL BEEN
 OJ0608'CHANGED SINCE 1980 STATION RECOVERY DESCRIPTION.  COULD FIND NO SIGN
 OJ0608'OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0635 ***********************************************************************
 OJ0635  DESIGNATION -  A 239
 OJ0635  PID         -  OJ0635
 OJ0635  STATE/COUNTY-  MI/HURON
 OJ0635  COUNTRY     -  US
 OJ0635  USGS QUAD   -  FORESTVILLE (2017)
 OJ0635
 OJ0635                         *CURRENT SURVEY CONTROL
 OJ0635  ______________________________________________________________________
 OJ0635* NAD 83(1986) POSITION- 43 42 37.97   (N) 082 36 34.19   (W)   HD_HELD1
 OJ0635* NAVD 88 ORTHO HEIGHT -   190.418 (meters)      624.73  (feet) ADJUSTED
 OJ0635  ______________________________________________________________________
 OJ0635  GEOID HEIGHT    -        -35.104 (meters)                     GEOID18
 OJ0635  DYNAMIC HEIGHT  -        190.383 (meters)      624.61  (feet) COMP
 OJ0635  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 OJ0635
 OJ0635  VERT ORDER      -  FIRST     CLASS II
 OJ0635
 OJ0635.The horizontal coordinates were determined by differentially corrected
 OJ0635.hand held GPS observations or other comparable positioning techniques
 OJ0635.and have an estimated accuracy of +/- 3 meters.
 OJ0635
 OJ0635.The orthometric height was determined by differential leveling and
 OJ0635.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0635.in June 1991.
 OJ0635
 OJ0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0635.GEOID18 height accuracy estimate available here.
 OJ0635
 OJ0635.Click photographs - Photos may exist for this station.
 OJ0635
 OJ0635.The dynamic height is computed by dividing the NAVD 88
 OJ0635.geopotential number by the normal gravity value computed on the
 OJ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0635.degrees latitude (g = 980.6199 gals.).
 OJ0635
 OJ0635.The modeled gravity was interpolated from observed gravity values.
 OJ0635
 OJ0635;                    North         East    Units  Estimated Accuracy
 OJ0635;SPC MI S     -   247,031.7   4,141,610.5     MT  (+/- 3 meters HH1 GPS) 
 OJ0635
 OJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7033340983(NAD 83)
 OJ0635
 OJ0635                          SUPERSEDED SURVEY CONTROL
 OJ0635
 OJ0635  NGVD 29 (11/26/84)  190.528  (m)          625.09   (f) ADJUSTED    1 2
 OJ0635
 OJ0635.Superseded values are not recommended for survey control.
 OJ0635
 OJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0635.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0635
 OJ0635_MARKER: I = METAL ROD
 OJ0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0635_STAMPING: A 239 1980
 OJ0635_MARK LOGO: NGS
 OJ0635_PROJECTION: PROJECTING 15 CENTIMETERS
 OJ0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0635+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2024
 OJ0635_ROD/PIPE-DEPTH: 2.9 meters
 OJ0635
 OJ0635  HISTORY     - Date     Condition        Report By
 OJ0635  HISTORY     - 1980     MONUMENTED       NGS
 OJ0635  HISTORY     - 19991211 GOOD             USPSQD
 OJ0635  HISTORY     - 20020913 GOOD             ROWEIN
 OJ0635  HISTORY     - 20200804 GOOD             MIDT
 OJ0635  HISTORY     - 20240626 GOOD             MIDT
 OJ0635
 OJ0635                          STATION DESCRIPTION
 OJ0635
 OJ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0635'5.55 KM NORTH FROM FORESTVILLE.
 OJ0635'5.55 KILOMETERS (3.45 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0635'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET ON THE EAST SIDE OF THE
 OJ0635'HIGHWAY AT HOUSE NUMBER 4839, AND NORTH OF UTILITY POLE NUMBER
 OJ0635'L200P269GTE. 13.35 METERS (43.8 FEET) EAST OF THE CENTER LINE OF THE
 OJ0635'HIGHWAY, 6.25 METERS (20.5 FEET) NORTH OF THE DRIVE. 0.55 METER
 OJ0635'(1.8 FEET) NORTH OF THE UTILITY POLE. NOTE-SEVERAL ATTEMPTS WERE
 OJ0635'MADE TO DRIVE THE ROD REFUSAL AT 2.9 METERS.
 OJ0635'THE MARK IS 0.1 M BELOW GROUND.
 OJ0635
 OJ0635                          STATION RECOVERY (1999)
 OJ0635
 OJ0635'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0635'RECOVERED IN GOOD CONDITION.
 OJ0635
 OJ0635                          STATION RECOVERY (2002)
 OJ0635
 OJ0635'RECOVERY NOTE BY ROWE INCORPORATED 2002
 OJ0635'POINT RECOVERED IN GOOD CONDITION, AS DESCRIBED
 OJ0635
 OJ0635                          STATION RECOVERY (2020)
 OJ0635
 OJ0635'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 OJ0635'MANY TREES IN AREA, MAY AFFECT GPS SUITABILITY.
 OJ0635
 OJ0635                          STATION RECOVERY (2024)
 OJ0635
 OJ0635'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 OJ0635'IN GOOD CONDITION WITH INSIDE COVER DAMAGED ON INSIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0058 ***********************************************************************
 NG0058  DESIGNATION -  A 24
 NG0058  PID         -  NG0058
 NG0058  STATE/COUNTY-  MI/BERRIEN
 NG0058  COUNTRY     -  US
 NG0058  USGS QUAD   -  BENTON HARBOR (2017)
 NG0058
 NG0058                         *CURRENT SURVEY CONTROL
 NG0058  ______________________________________________________________________
 NG0058* NAD 83(1986) POSITION- 42 04 38.     (N) 086 24 37.     (W)   SCALED
 NG0058* NAVD 88 ORTHO HEIGHT -   193.320 (meters)      634.25  (feet) ADJUSTED
 NG0058  ______________________________________________________________________
 NG0058  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 NG0058  DYNAMIC HEIGHT  -        193.254 (meters)      634.03  (feet) COMP
 NG0058  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 NG0058
 NG0058  VERT ORDER      -  FIRST     CLASS II
 NG0058
 NG0058.The horizontal coordinates were scaled from a map and have
 NG0058.an estimated accuracy of +/- 6 seconds.
 NG0058
 NG0058.The orthometric height was determined by differential leveling and
 NG0058.adjusted by the NATIONAL GEODETIC SURVEY
 NG0058.in June 1991.
 NG0058
 NG0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0058.GEOID18 height accuracy estimate available here.
 NG0058
 NG0058.Click photographs - Photos may exist for this station.
 NG0058
 NG0058.The dynamic height is computed by dividing the NAVD 88
 NG0058.geopotential number by the normal gravity value computed on the
 NG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0058.degrees latitude (g = 980.6199 gals.).
 NG0058
 NG0058.The modeled gravity was interpolated from observed gravity values.
 NG0058
 NG0058;                    North         East    Units  Estimated Accuracy
 NG0058;SPC MI S     -    66,170.    3,830,910.      MT  (+/- 180 meters Scaled)
 NG0058
 NG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM487585(NAD 83)
 NG0058
 NG0058                          SUPERSEDED SURVEY CONTROL
 NG0058
 NG0058  NGVD 29 (??/??/92)  193.461  (m)          634.71   (f) ADJ UNCH    1 2
 NG0058
 NG0058.Superseded values are not recommended for survey control.
 NG0058
 NG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0058.See file dsdata.pdf to determine how the superseded data were derived.
 NG0058
 NG0058_MARKER: DB = BENCH MARK DISK
 NG0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NG0058_SP_SET: CULVERT HEADWALL
 NG0058_STAMPING: 634.713 A 24 1930
 NG0058_MARK LOGO: CGS
 NG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0058+STABILITY: SURFACE MOTION
 NG0058
 NG0058  HISTORY     - Date     Condition        Report By
 NG0058  HISTORY     - 1930     MONUMENTED       CGS
 NG0058  HISTORY     - 1934     GOOD             CGS
 NG0058
 NG0058                          STATION DESCRIPTION
 NG0058
 NG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0058'3.2 MI NW FROM SODUS.
 NG0058'3-1/4 MILES NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 NG0058'AND ST. LOUIS RAILWAY FROM SODUS, BERRIEN COUNTY, 26 RAILS
 NG0058'SOUTHEAST OF AN EAST-AND-WEST ROAD CROSSING, AT POLE 513, IN
 NG0058'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CULVERT 13, AND
 NG0058'8.7 FEET WEST OF THE WEST RAIL.  A STANDARD DISK STAMPED
 NG0058'634.713 A 24 1930.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0006 ***********************************************************************
 NG0006  DESIGNATION -  A 25
 NG0006  PID         -  NG0006
 NG0006  STATE/COUNTY-  MI/ALLEGAN
 NG0006  COUNTRY     -  US
 NG0006  USGS QUAD   -  HAMILTON WEST (2017)
 NG0006
 NG0006                         *CURRENT SURVEY CONTROL
 NG0006  ______________________________________________________________________
 NG0006* NAD 83(2011) POSITION- 42 40 56.24739(N) 086 04 52.17175(W)   ADJUSTED
 NG0006* NAD 83(2011) ELLIP HT-   190.734 (meters)        (06/27/12)   ADJUSTED
 NG0006* NAD 83(2011) EPOCH   -  2010.00
 NG0006* NAVD 88 ORTHO HEIGHT -   224.083 (meters)      735.18  (feet) ADJUSTED
 NG0006  ______________________________________________________________________
 NG0006  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 NG0006  NAD 83(2011) X  -    320,946.763 (meters)                     COMP
 NG0006  NAD 83(2011) Y  - -4,685,112.284 (meters)                     COMP
 NG0006  NAD 83(2011) Z  -  4,301,751.927 (meters)                     COMP
 NG0006  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 NG0006  DYNAMIC HEIGHT  -        224.026 (meters)      734.99  (feet) COMP
 NG0006  MODELED GRAVITY -    980,357.5   (mgal)                       NAVD 88
 NG0006
 NG0006  VERT ORDER      -  FIRST     CLASS II
 NG0006
 NG0006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0006  Standards:
 NG0006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0006  -------------------------------------------------------------------
 NG0006  NETWORK    1.51   4.31           0.71   0.47   2.20     -0.05003031
 NG0006  -------------------------------------------------------------------
 NG0006  Click here for local accuracies and other accuracy information.
 NG0006
 NG0006.The horizontal coordinates were established by GPS observations
 NG0006.and adjusted by the National Geodetic Survey in June 2012.
 NG0006
 NG0006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0006.been affixed to the stable North American tectonic plate. See 
 NG0006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0006
 NG0006.The horizontal coordinates are valid at the epoch date displayed above
 NG0006.which is a decimal equivalence of Year/Month/Day.
 NG0006
 NG0006.The orthometric height was determined by differential leveling and
 NG0006.adjusted by the NATIONAL GEODETIC SURVEY
 NG0006.in June 1991.
 NG0006
 NG0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0006.GEOID18 height accuracy estimate available here.
 NG0006
 NG0006.Click photographs - Photos may exist for this station.
 NG0006
 NG0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0006
 NG0006.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0006
 NG0006.The ellipsoidal height was determined by GPS observations
 NG0006.and is referenced to NAD 83.
 NG0006
 NG0006.The dynamic height is computed by dividing the NAVD 88
 NG0006.geopotential number by the normal gravity value computed on the
 NG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0006.degrees latitude (g = 980.6199 gals.).
 NG0006
 NG0006.The modeled gravity was interpolated from observed gravity values.
 NG0006
 NG0006. The following values were computed from the NAD 83(2011) position.
 NG0006
 NG0006;                    North         East     Units Scale Factor Converg.
 NG0006;SPC MI S     -   132,756.188 3,859,502.440   MT  0.99991311   -1 10 00.3
 NG0006;SPC MI S     -   435,551.80 12,662,409.58   iFT  0.99991311   -1 10 00.3
 NG0006;UTM  16      - 4,725,943.954   575,278.208   MT  0.99966972   +0 37 22.6
 NG0006
 NG0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0006!SPC MI S     -   0.99997009  x   0.99991311  =   0.99988320
 NG0006!UTM  16      -   0.99997009  x   0.99966972  =   0.99963982
 NG0006
 NG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7527825943(NAD 83)
 NG0006
 NG0006                          SUPERSEDED SURVEY CONTROL
 NG0006
 NG0006  NAD 83(2007)-  42 40 56.24702(N)    086 04 52.17207(W) AD(2002.00) 0
 NG0006  ELLIP H (02/10/07)  190.754  (m)                       GP(2002.00)    
 NG0006  ELLIP H (07/12/02)  190.759  (m)                       GP(       ) 4 2
 NG0006  NAD 83(1994)-  42 40 56.24717(N)    086 04 52.17290(W) AD(       ) 1
 NG0006  ELLIP H (09/20/95)  190.777  (m)                       GP(       ) 1 2
 NG0006  NAD 83(1991)-  42 40 56.24812(N)    086 04 52.18426(W) AD(       ) 1
 NG0006  NAD 83(1986)-  42 40 56.24940(N)    086 04 52.18194(W) AD(       ) 1
 NG0006  NAD 83(1986)-  42 40 56.24508(N)    086 04 52.17171(W) AD(       ) 3
 NG0006  NAVD 88             224.08   (m)          735.2    (f) LEVELING    3  
 NG0006  NGVD 29 (??/??/92)  224.217  (m)          735.62   (f) ADJ UNCH    1 2
 NG0006  NGVD 29             224.22   (m)          735.6    (f) LEVELING    3  
 NG0006
 NG0006.Superseded values are not recommended for survey control.
 NG0006
 NG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0006.See file dsdata.pdf to determine how the superseded data were derived.
 NG0006
 NG0006_MARKER: DB = BENCH MARK DISK
 NG0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0006_STAMPING: A 25 1930
 NG0006_MARK LOGO: CGS
 NG0006_PROJECTION: FLUSH
 NG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0006+STABILITY: SURFACE MOTION
 NG0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0006+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 NG0006
 NG0006  HISTORY     - Date     Condition        Report By
 NG0006  HISTORY     - 1930     MONUMENTED       CGS
 NG0006  HISTORY     - 1948     GOOD             CGS
 NG0006  HISTORY     - 1984     GOOD             NGS
 NG0006  HISTORY     - 1988     GOOD             USPSQD
 NG0006  HISTORY     - 19890301 GOOD             NGS
 NG0006  HISTORY     - 19931027 GOOD             MIDT
 NG0006  HISTORY     - 19940523 GOOD             NGS
 NG0006  HISTORY     - 20180606 MARK NOT FOUND   HEI
 NG0006  HISTORY     - 20230228 GOOD             HEI
 NG0006
 NG0006                          STATION DESCRIPTION
 NG0006
 NG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0006'AT EAST SAUGATUCK.
 NG0006'AT EAST SAUGATUCK, ALLEGAN COUNTY, 4 RAILS NORTH OF THE NORTH
 NG0006'END OF THE PERE MARQUETTE RAILWAY STATION, 63.4 FEET NORTH OF
 NG0006'THE CENTERLINE OF A GRAVEL ROAD, AND 26.6 FEET EAST OF THE EAST
 NG0006'RAIL.  A STANDARD DISK, STAMPED 735.619 A 25 1930 AND SET IN THE
 NG0006'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NG0006
 NG0006                          STATION RECOVERY (1984)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0006'THE MARK IS 0.3 M BELOW TRACKS.
 NG0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0006'(0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE POST
 NG0006'OFFICE IN FENNVILLE, THENCE 8.8 KM (5.5 MI) NORTH ALONG 58TH STREET,
 NG0006'THENCE 2.6 KM (1.65 MI) EAST ALONG 136TH AVENUE, AT THE CROSSING OF
 NG0006'THE CHESAPEAKE AND OHIO RAILROAD TRACKS, 20.26 METERS (66.5 FT) NORTH
 NG0006'OF THE CENTERLINE OF 136TH AVENUE, 8.10 METERS (26.6 FT) EAST OF THE
 NG0006'EAST RAIL, 3.53 METERS (11.6 FT) SOUTH OF A TELEPHONE POLE, AND
 NG0006'2.04 METERS (6.7 FT) WEST-SOUTHWEST OF A METAL POLE WITH AN
 NG0006'ELECTRIC METER ATTACHED.
 NG0006'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 NG0006
 NG0006                          STATION RECOVERY (1988)
 NG0006
 NG0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0006'RECOVERED IN GOOD CONDITION.
 NG0006
 NG0006                          STATION RECOVERY (1989)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0006'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) SOUTH OF HOLLAND, 10.1
 NG0006'KM (6.30 MI) NORTHEAST OF FENNVILLE AND 1.0 KM (0.60 MI) EAST OF EAST
 NG0006'SAUGATUCK.  OWNERSHIP--CHESAPEAKE AND OHIO RAILROAD.
 NG0006'TO REACH THE STATION FROM THE POST OFFICE IN FENNVILLE, GO WEST ON
 NG0006'STATE HIGHWAY 89 FOR 0.78 KM (0.50 MI) TO A PAVED ROAD ON THE RIGHT.
 NG0006'TURN RIGHT AND GO NORTH ON 58TH STREET FOR 9.87 KM (6.15 MI) TO A
 NG0006'CROSSROAD.  TURN RIGHT AND GO EAST ON 136TH AVENUE FOR 2.64 KM
 NG0006'(1.65 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT, JUST
 NG0006'AFTER CROSSING THE RAILROAD.
 NG0006'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0006'MONUMENT THAT PROJECTS 14 CM.  LOCATED 20.3 M (66.6 FT) NORTH OF THE
 NG0006'CENTERLINE OF 136TH AVENUE, 8.1 M (26.6 FT) EAST OF THE NEAR RAIL, 3.5
 NG0006'M (11.5 FT) SOUTH OF A UTILITY POLE, 2.0 M (6.6 FT) WEST-SOUTHWEST OF
 NG0006'A METAL POLE WITH A ELECTRIC METER AND 0.3 M (1.0 FT) EAST OF A
 NG0006'CARSONITE WITNESS POST.
 NG0006'DESCRIBED BY E.J. HANSMANN.
 NG0006
 NG0006                          STATION RECOVERY (1993)
 NG0006
 NG0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0006'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0006'IT IS IN THE SOUTHEAST 1/4 SECTION 33, T-4-N, R-15-W, FILLMORE
 NG0006'TOWNSHIP.  ABOUT 16.0 MILES NORTHWEST FROM ALLEGAN 6.5 MILES SOUTHEAST
 NG0006'FROM HOLLAND, 6.0 MILES NORTHEAST FROM SAUGATUCK, 6.0 MILES NORTHEAST
 NG0006'FROM FENNVILLE, AND ON THE CHESAPEAKE AND OHIO RAILROAD RIGHT-OF-WAY.
 NG0006'TO REACH FROM THE POST OFFICE IN FENNVILLE, GO WEST ALONG STATE
 NG0006'HIGHWAY M-89, FOR .50 MILE TO 58TH STREET. GO NORTH ALONG 58TH STREET
 NG0006'FOR 6.15 MILES TO 136TH AVENUE. GO EAST ALONG 136TH AVENUE FOR 1.65
 NG0006'MILES TO A RAILROAD CROSSING AND THE STATION ON THE LEFT AS DESCRIBED.
 NG0006'STATION IS 67.0 FEET NORTH FROM CENTER OF PAVEMENT AT 136TH AVENUE,
 NG0006'35.0 FEET NORTHWEST FROM UTILITY POLE, 27.0 FEET EAST FROM MOST
 NG0006'EASTERLY RAIL OF RAILROAD TRACKS, (6.5 FEET WEST FROM 0.33 FEET
 NG0006'DIAMETER STEEL POWER POST WITH METER) AND 0.5 FEET EAST FROM CARSONITE
 NG0006'WITNESS MARKER.
 NG0006
 NG0006                          STATION RECOVERY (1994)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0006'NOTE STATION HAS A GPS HORIZON BLOCKAGE OF 25 DEGREES FROM
 NG0006'EAST-NORTHEAST TO EAST-SOUTHEAST.  STATION IS LOCATED ABOUT 10 KM
 NG0006'(6.20 MI) SOUTH OF HOLLAND, 10 KM (6.20 MI) NORTH OF FENNVILLE, 1 KM
 NG0006'(0.60 MI) EAST OF EAST SAUGATUCK, IN THE NORTHEAST ANGLE OF THE
 NG0006'JUNCTION OF A ROAD AND RAILROAD TRACK.  OWNERSHIP--CHESAPEAKE AND OHIO
 NG0006'RAILROAD.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 NG0006'HIGHWAY 196 AND STATE HIGHWAY 89 (EXIT 34) , ABOUT 9 KM (5.60 MI) WEST
 NG0006'OF FENNVILLE, GO EAST ON HIGHWAY 89 FOR 8.41 KM (5.20 MI) TO A PAVED
 NG0006'ROAD LEFT AT THE WEST EDGE OF FENNVILLE.  TURN LEFT, NORTH, ON 58TH
 NG0006'STREET FOR 9.81 KM (6.10 MI) TO A CROSSROAD AT A BLINKER LIGHT.  TURN
 NG0006'RIGHT, EAST, ON 136TH AVENUE FOR 2.64 KM (1.65 MI) TO A RAILROAD
 NG0006'CROSSING AND THE STATION ON THE LEFT. STATION PROJECTS 10 CM ABOVE
 NG0006'GROUND IN LOW WEEDS.  IT IS 20.3 M (66.6 FT) NORTH OF, AND 0.5 M (1.6
 NG0006'FT) LOWER THAN THE ROAD CENTER, 8.2 M (26.9 FT) EAST OF THE NEAR RAIL
 NG0006'OF THE MAIN TRACK, 3.5 M (11.5 FT) SOUTH OF A UTILITY POLE, 2.0 M (6.6
 NG0006'FT) WEST OF A METAL POLE WITH ELECTRIC METER, AND 0.2 M (0.7 FT) EAST
 NG0006'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
 NG0006
 NG0006                          STATION RECOVERY (2018)
 NG0006
 NG0006'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 NG0006'RECENT CONSTRUCTION IN THE AREA.  PRESUMED LOST.
 NG0006
 NG0006                          STATION RECOVERY (2023)
 NG0006
 NG0006'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2023 (KB)
 NG0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0001 ***********************************************************************
 OL0001  DESIGNATION -  A 26
 OL0001  PID         -  OL0001
 OL0001  STATE/COUNTY-  MI/OCEANA
 OL0001  COUNTRY     -  US
 OL0001  USGS QUAD   -  SHELBY (2017)
 OL0001
 OL0001                         *CURRENT SURVEY CONTROL
 OL0001  ______________________________________________________________________
 OL0001* NAD 83(1986) POSITION- 43 30 23.     (N) 086 20 37.     (W)   SCALED
 OL0001* NAVD 88 ORTHO HEIGHT -   210.130 (meters)      689.40  (feet) ADJUSTED
 OL0001  ______________________________________________________________________
 OL0001  GEOID HEIGHT    -        -34.339 (meters)                     GEOID18
 OL0001  DYNAMIC HEIGHT  -        210.089 (meters)      689.27  (feet) COMP
 OL0001  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 OL0001
 OL0001  VERT ORDER      -  FIRST     CLASS II
 OL0001
 OL0001.The horizontal coordinates were scaled from a map and have
 OL0001.an estimated accuracy of +/- 6 seconds.
 OL0001
 OL0001.The orthometric height was determined by differential leveling and
 OL0001.adjusted by the NATIONAL GEODETIC SURVEY
 OL0001.in June 1991.
 OL0001
 OL0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0001.GEOID18 height accuracy estimate available here.
 OL0001
 OL0001.Click photographs - Photos may exist for this station.
 OL0001
 OL0001.The dynamic height is computed by dividing the NAVD 88
 OL0001.geopotential number by the normal gravity value computed on the
 OL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0001.degrees latitude (g = 980.6199 gals.).
 OL0001
 OL0001.The modeled gravity was interpolated from observed gravity values.
 OL0001
 OL0001;                    North         East    Units  Estimated Accuracy
 OL0001;SPC MI S     -   224,750.    3,840,150.      MT  (+/- 180 meters Scaled)
 OL0001
 OL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP530172(NAD 83)
 OL0001
 OL0001                          SUPERSEDED SURVEY CONTROL
 OL0001
 OL0001  NGVD 29 (??/??/92)  210.235  (m)          689.75   (f) ADJ UNCH    1 2
 OL0001
 OL0001.Superseded values are not recommended for survey control.
 OL0001
 OL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0001.See file dsdata.pdf to determine how the superseded data were derived.
 OL0001
 OL0001_MARKER: DB = BENCH MARK DISK
 OL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0001_STAMPING: 689.746 A 26 1930
 OL0001_MARK LOGO: CGS
 OL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0001+STABILITY: SURFACE MOTION
 OL0001
 OL0001  HISTORY     - Date     Condition        Report By
 OL0001  HISTORY     - 1930     MONUMENTED       CGS
 OL0001  HISTORY     - 1944     GOOD             CGS
 OL0001  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0001  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0001  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0001  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0001  HISTORY     - 20230712 MARK NOT FOUND   MIDT
 OL0001
 OL0001                          STATION DESCRIPTION
 OL0001
 OL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OL0001'AT ROTHBURY.
 OL0001'AT ROTHBURY, OCEANA COUNTY, 4.3 FEET NORTH OF THE NORTH END
 OL0001'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, OPPOSITE THREE
 OL0001'LARGE BILLBOARDS, AND 24.1 FEET EAST OF THE EAST RAIL.  A
 OL0001'STANDARD DISK, STAMPED 689.746 A 26 1930 AND SET IN THE TOP
 OL0001'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OL0001'NOTE-- THE STATION HAS BEEN RAZED.
 OL0001
 OL0001                          STATION RECOVERY (1984)
 OL0001
 OL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0001'SEARCHED FOR AND NOT RECOVERED THIS DATE, OLD STATION GONE, MARK
 OL0001'PROBABLY DESTROYED WHEN THE BUILDING WAS REMOVED.
 OL0001
 OL0001                          STATION RECOVERY (1994)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0001'MARK NOT FOUND.
 OL0001
 OL0001                          STATION RECOVERY (2001)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0001'MARK NOT FOUND.
 OL0001
 OL0001                          STATION RECOVERY (2004)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0001'MARK NOT FOUND.
 OL0001
 OL0001                          STATION RECOVERY (2023)
 OL0001
 OL0001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0319 ***********************************************************************
 PL0319  DESIGNATION -  A 28
 PL0319  PID         -  PL0319
 PL0319  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0319  COUNTRY     -  US
 PL0319  USGS QUAD   -  MAYFIELD (2017)
 PL0319
 PL0319                         *CURRENT SURVEY CONTROL
 PL0319  ______________________________________________________________________
 PL0319* NAD 83(1986) POSITION- 44 37 31.     (N) 085 31 55.     (W)   SCALED
 PL0319* NAVD 88 ORTHO HEIGHT -   251.373 (meters)      824.71  (feet) ADJUSTED
 PL0319  ______________________________________________________________________
 PL0319  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 PL0319  DYNAMIC HEIGHT  -        251.350 (meters)      824.64  (feet) COMP
 PL0319  MODELED GRAVITY -    980,519.4   (mgal)                       NAVD 88
 PL0319
 PL0319  VERT ORDER      -  FIRST     CLASS II
 PL0319
 PL0319.The horizontal coordinates were scaled from a map and have
 PL0319.an estimated accuracy of +/- 6 seconds.
 PL0319
 PL0319.The orthometric height was determined by differential leveling and
 PL0319.adjusted by the NATIONAL GEODETIC SURVEY
 PL0319.in June 1991.
 PL0319
 PL0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0319.GEOID18 height accuracy estimate available here.
 PL0319
 PL0319.Click photographs - Photos may exist for this station.
 PL0319
 PL0319.The dynamic height is computed by dividing the NAVD 88
 PL0319.geopotential number by the normal gravity value computed on the
 PL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0319.degrees latitude (g = 980.6199 gals.).
 PL0319
 PL0319.The modeled gravity was interpolated from observed gravity values.
 PL0319
 PL0319;                    North         East    Units  Estimated Accuracy
 PL0319;SPC MI C     -   146,080.    5,907,530.      MT  (+/- 180 meters Scaled)
 PL0319
 PL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ164423(NAD 83)
 PL0319
 PL0319                          SUPERSEDED SURVEY CONTROL
 PL0319
 PL0319  NGVD 29 (??/??/92)  251.455  (m)          824.98   (f) ADJ UNCH    1 2
 PL0319
 PL0319.Superseded values are not recommended for survey control.
 PL0319
 PL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0319.See file dsdata.pdf to determine how the superseded data were derived.
 PL0319
 PL0319_MARKER: DB = BENCH MARK DISK
 PL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0319_STAMPING: 824.982 A 28 1930
 PL0319_MARK LOGO: CGS
 PL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0319+STABILITY: SURFACE MOTION
 PL0319
 PL0319  HISTORY     - Date     Condition        Report By
 PL0319  HISTORY     - 1930     MONUMENTED       CGS
 PL0319  HISTORY     - 1944     MARK NOT FOUND   CGS
 PL0319  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0319
 PL0319                          STATION DESCRIPTION
 PL0319
 PL0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 PL0319'IN MAYFIELD.
 PL0319'AT MAYFIELD, 10 RAILS NORTH OF THE PENNSYLVANIA RAILROAD STATION,
 PL0319'10 RAILS SOUTH OF THE RAILROAD WATER TANK, 18 FEET EAST OF THE EAST
 PL0319'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 PL0319'824.982 A 28 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0319'5 INCHES ABOVE GROUND.
 PL0319
 PL0319                          STATION RECOVERY (1979)
 PL0319
 PL0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0096 ***********************************************************************
 PL0096  DESIGNATION -  A 29
 PL0096  PID         -  PL0096
 PL0096  STATE/COUNTY-  MI/ARENAC
 PL0096  COUNTRY     -  US
 PL0096  USGS QUAD   -  STERLING (2017)
 PL0096
 PL0096                         *CURRENT SURVEY CONTROL
 PL0096  ______________________________________________________________________
 PL0096* NAD 83(1986) POSITION- 44 03 21.     (N) 084 03 43.     (W)   SCALED
 PL0096* NAVD 88 ORTHO HEIGHT -   238.746 (meters)      783.29  (feet) ADJUSTED
 PL0096  ______________________________________________________________________
 PL0096  GEOID HEIGHT    -        -35.016 (meters)                     GEOID18
 PL0096  DYNAMIC HEIGHT  -        238.704 (meters)      783.15  (feet) COMP
 PL0096  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 PL0096
 PL0096  VERT ORDER      -  FIRST     CLASS II
 PL0096
 PL0096.The horizontal coordinates were scaled from a map and have
 PL0096.an estimated accuracy of +/- 6 seconds.
 PL0096
 PL0096.The orthometric height was determined by differential leveling and
 PL0096.adjusted by the NATIONAL GEODETIC SURVEY
 PL0096.in June 1991.
 PL0096
 PL0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0096.GEOID18 height accuracy estimate available here.
 PL0096
 PL0096.Click photographs - Photos may exist for this station.
 PL0096
 PL0096.The dynamic height is computed by dividing the NAVD 88
 PL0096.geopotential number by the normal gravity value computed on the
 PL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0096.degrees latitude (g = 980.6199 gals.).
 PL0096
 PL0096.The modeled gravity was interpolated from observed gravity values.
 PL0096
 PL0096;                    North         East    Units  Estimated Accuracy
 PL0096;SPC MI C     -    82,190.    6,024,420.      MT  (+/- 180 meters Scaled)
 PL0096
 PL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP353822(NAD 83)
 PL0096
 PL0096                          SUPERSEDED SURVEY CONTROL
 PL0096
 PL0096  NGVD 29 (??/??/92)  238.908  (m)          783.82   (f) ADJ UNCH    1 2
 PL0096
 PL0096.Superseded values are not recommended for survey control.
 PL0096
 PL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0096.See file dsdata.pdf to determine how the superseded data were derived.
 PL0096
 PL0096_MARKER: DB = BENCH MARK DISK
 PL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0096_STAMPING: 783.817 A 29 1930
 PL0096_MARK LOGO: CGS
 PL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0096+STABILITY: SURFACE MOTION
 PL0096
 PL0096  HISTORY     - Date     Condition        Report By
 PL0096  HISTORY     - 1930     MONUMENTED       CGS
 PL0096  HISTORY     - 1934     GOOD             CGS
 PL0096  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 PL0096
 PL0096                          STATION DESCRIPTION
 PL0096
 PL0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0096'2.6 MI NW FROM STERLING.
 PL0096'2.6 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0096'THE STATION AT STERLING, ARENAC COUNTY, 5-1/2 RAILS SOUTHEAST
 PL0096'OF MILEPOST BC 35, AT A PRIVATE-ROAD CROSSING, 33 FEET SOUTHEAST
 PL0096'OF THE CENTERLINE OF THE ROAD, 39.3 FEET NORTHEAST OF THE NORTHEAST
 PL0096'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 PL0096'783.817 A 29 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0096'5 INCHES ABOVE GROUND.
 PL0096
 PL0096                          STATION RECOVERY (2001)
 PL0096
 PL0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0036 ***********************************************************************
 PL0036  DESIGNATION -  A 290
 PL0036  PID         -  PL0036
 PL0036  STATE/COUNTY-  MI/OSCODA
 PL0036  COUNTRY     -  US
 PL0036  USGS QUAD   -  ISLAND LAKE (2017)
 PL0036
 PL0036                         *CURRENT SURVEY CONTROL
 PL0036  ______________________________________________________________________
 PL0036* NAD 83(1986) POSITION- 44 33 34.     (N) 084 07 45.     (W)   SCALED
 PL0036* NAVD 88 ORTHO HEIGHT -   356.951 (meters)     1171.10  (feet) ADJUSTED
 PL0036  ______________________________________________________________________
 PL0036  GEOID HEIGHT    -        -34.982 (meters)                     GEOID18
 PL0036  DYNAMIC HEIGHT  -        356.899 (meters)     1170.93  (feet) COMP
 PL0036  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 PL0036
 PL0036  VERT ORDER      -  SECOND    CLASS 0
 PL0036
 PL0036.The horizontal coordinates were scaled from a map and have
 PL0036.an estimated accuracy of +/- 6 seconds.
 PL0036
 PL0036.The orthometric height was determined by differential leveling and
 PL0036.adjusted by the NATIONAL GEODETIC SURVEY
 PL0036.in June 1991.
 PL0036
 PL0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0036.GEOID18 height accuracy estimate available here.
 PL0036
 PL0036.Click photographs - Photos may exist for this station.
 PL0036
 PL0036.The dynamic height is computed by dividing the NAVD 88
 PL0036.geopotential number by the normal gravity value computed on the
 PL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0036.degrees latitude (g = 980.6199 gals.).
 PL0036
 PL0036.The modeled gravity was interpolated from observed gravity values.
 PL0036
 PL0036;                    North         East    Units  Estimated Accuracy
 PL0036;SPC MI C     -   138,130.    6,018,870.      MT  (+/- 180 meters Scaled)
 PL0036
 PL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ279380(NAD 83)
 PL0036
 PL0036                          SUPERSEDED SURVEY CONTROL
 PL0036
 PL0036  NGVD 29 (??/??/92)  357.083  (m)         1171.53   (f) ADJ UNCH    2 0
 PL0036
 PL0036.Superseded values are not recommended for survey control.
 PL0036
 PL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0036.See file dsdata.pdf to determine how the superseded data were derived.
 PL0036
 PL0036_MARKER: DB = BENCH MARK DISK
 PL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0036_STAMPING: A 290 1938
 PL0036_MARK LOGO: CGS
 PL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0036+STABILITY: SURFACE MOTION
 PL0036
 PL0036  HISTORY     - Date     Condition        Report By
 PL0036  HISTORY     - 1938     MONUMENTED       CGS
 PL0036  HISTORY     - 1950     MARK NOT FOUND   CGS
 PL0036  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0036
 PL0036                          STATION DESCRIPTION
 PL0036
 PL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PL0036'6.2 MI S FROM MIO.
 PL0036'6.2 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0036'MIO, OSCODA COUNTY, IN THE BOTTOM OF A SMALL DEPRESSION BETWEEN
 PL0036'2 SMALL HILLS, 85 FEET NORTH OF THE NORTH END OF A 2-FOOT CUT,
 PL0036'42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET LOWER
 PL0036'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 290 1938 AND SET IN
 PL0036'THE TOP OF A CONCRETE POST.  NOTE-- RECENT ROAD WORK MAY HAVE
 PL0036'COVERED THIS BENCH MARK.
 PL0036
 PL0036                          STATION RECOVERY (2001)
 PL0036
 PL0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0609 ***********************************************************************
 RM0609  DESIGNATION -  A 292
 RM0609  PID         -  RM0609
 RM0609  STATE/COUNTY-  MI/GOGEBIC
 RM0609  COUNTRY     -  US
 RM0609  USGS QUAD   -  IRONWOOD (2017)
 RM0609
 RM0609                         *CURRENT SURVEY CONTROL
 RM0609  ______________________________________________________________________
 RM0609* NAD 83(1986) POSITION- 46 27 49.0    (N) 090 11 05.2    (W)   HD_HELD2
 RM0609* NAVD 88 ORTHO HEIGHT -   442.510 (meters)     1451.80  (feet) ADJUSTED
 RM0609  ______________________________________________________________________
 RM0609  GEOID HEIGHT    -        -30.650 (meters)                     GEOID18
 RM0609  DYNAMIC HEIGHT  -        442.532 (meters)     1451.87  (feet) COMP
 RM0609  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 RM0609
 RM0609  VERT ORDER      -  FIRST     CLASS II
 RM0609
 RM0609.The horizontal coordinates were established by autonomous hand held GPS
 RM0609.observations and have an estimated accuracy of +/- 10 meters.
 RM0609
 RM0609.The orthometric height was determined by differential leveling and
 RM0609.adjusted by the NATIONAL GEODETIC SURVEY
 RM0609.in June 1991.
 RM0609
 RM0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0609.GEOID18 height accuracy estimate available here.
 RM0609
 RM0609.Click photographs - Photos may exist for this station.
 RM0609
 RM0609.The dynamic height is computed by dividing the NAVD 88
 RM0609.geopotential number by the normal gravity value computed on the
 RM0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0609.degrees latitude (g = 980.6199 gals.).
 RM0609
 RM0609.The modeled gravity was interpolated from observed gravity values.
 RM0609
 RM0609;                    North         East    Units  Estimated Accuracy
 RM0609;SPC MI N     -   191,667.    7,755,454.      MT  (+/- 10 meters HH2 GPS)
 RM0609
 RM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1615749411(NAD 83)
 RM0609
 RM0609                          SUPERSEDED SURVEY CONTROL
 RM0609
 RM0609  NAVD 88 (07/25/13)  442.547  (m)         1451.92   (f) SUPERSEDED  2 1
 RM0609
 RM0609.Superseded values are not recommended for survey control.
 RM0609
 RM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0609.See file dsdata.pdf to determine how the superseded data were derived.
 RM0609
 RM0609_MARKER: F = FLANGE-ENCASED ROD
 RM0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0609_STAMPING: A 292 1982
 RM0609_MARK LOGO: NGS
 RM0609_PROJECTION: FLUSH
 RM0609_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0609+STABILITY: SURFACE MOTION
 RM0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0609+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 RM0609_ROD/PIPE-DEPTH: 4.8 meters
 RM0609
 RM0609  HISTORY     - Date     Condition        Report By
 RM0609  HISTORY     - 1982     MONUMENTED       NGS
 RM0609  HISTORY     - 19970630 GOOD             MIDT
 RM0609  HISTORY     - 20030822 GOOD             USPSQD
 RM0609  HISTORY     - 20040801 GOOD             USPSQD
 RM0609  HISTORY     - 20121029 GOOD             WIDT
 RM0609  HISTORY     - 20130702 GOOD             MIDT
 RM0609  HISTORY     - 20130904 GOOD             WIDT
 RM0609  HISTORY     - 20180716 GOOD             WIDT
 RM0609
 RM0609                          STATION DESCRIPTION
 RM0609
 RM0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0609'IN IRONWOOD.
 RM0609'IN IRONWOOD, IN CURRY PARK (CITY PARK) WHICH IS 1.0 KM (0.6 MI)
 RM0609'SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS AT THE JUNCTION OF
 RM0609'U.S. HIGHWAY 51 SOUTH, 28.0 METERS (92.0 FT) NORTH OF THE CENTERLINE
 RM0609'OF THE HIGHWAY AND/OR CLOVERLAND DRIVE, 17.4 METERS (57.0 FT) EAST OF
 RM0609'THE CENTERLINE OF A PAVED DRIVEWAY INTO PARK, 7.3 METERS (24.7 FT)
 RM0609'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PARK OFFICE, AND 0.9 METER
 RM0609'(3.5 FT) SOUTH OF THE SOUTHEAST END OF A SIDEWALK.
 RM0609'THE MARK IS 0.9 M BELOW HIGHWAY.
 RM0609
 RM0609                          STATION RECOVERY (1997)
 RM0609
 RM0609'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0609'RECOVERED AS DESCRIBED.
 RM0609
 RM0609                          STATION RECOVERY (2003)
 RM0609
 RM0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0609'RECOVERED IN GOOD CONDITION.  NOTE-- CURRY PARK IS ON THE NORTH SIDE
 RM0609'OF HIGHWAY 2.  TREES IN ALL QUADRANTS WILL OBSTRUCT SATELLITE
 RM0609'OBSERVATIONS.
 RM0609
 RM0609                          STATION RECOVERY (2004)
 RM0609
 RM0609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0609'RECOVERED IN GOOD CONDITION.
 RM0609
 RM0609                          STATION RECOVERY (2012)
 RM0609
 RM0609'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0609'RECOVERED IN GOOD CONDITION.
 RM0609
 RM0609                          STATION RECOVERY (2013)
 RM0609
 RM0609'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (BLJ)
 RM0609'GPS LAT 46D27'49.05893  LONG 90D11'05.21344
 RM0609'MICHIGAN STATE PLANE NORTH COORD INT. FT. NORTHING = 628833.667
 RM0609'EASTING = 25444400.686
 RM0609
 RM0609                          STATION RECOVERY (2013)
 RM0609
 RM0609'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0609'RECOVERED AS DESCRIBED.
 RM0609
 RM0609                          STATION RECOVERY (2018)
 RM0609
 RM0609'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0586 ***********************************************************************
 RJ0586  FBN         -  This is a Federal Base Network Control Station.
 RJ0586  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0586  DESIGNATION -  A 293
 RJ0586  PID         -  RJ0586
 RJ0586  STATE/COUNTY-  MI/CHIPPEWA
 RJ0586  COUNTRY     -  US
 RJ0586  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0586
 RJ0586                         *CURRENT SURVEY CONTROL
 RJ0586  ______________________________________________________________________
 RJ0586* NAD 83(2011) POSITION- 46 29 02.31104(N) 084 37 56.45303(W)   ADJUSTED
 RJ0586* NAD 83(2011) ELLIP HT-   151.324 (meters)        (06/27/12)   ADJUSTED
 RJ0586* NAD 83(2011) EPOCH   -  2010.00
 RJ0586* NAVD 88 ORTHO HEIGHT -   187.790 (meters)      616.11  (feet) ADJUSTED
 RJ0586  ______________________________________________________________________
 RJ0586  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0586  NAD 83(2011) X  -    411,563.044 (meters)                     COMP
 RJ0586  NAD 83(2011) Y  - -4,380,276.379 (meters)                     COMP
 RJ0586  NAD 83(2011) Z  -  4,602,563.774 (meters)                     COMP
 RJ0586  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 RJ0586  DYNAMIC HEIGHT  -        187.799 (meters)      616.14  (feet) COMP
 RJ0586  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 RJ0586
 RJ0586  VERT ORDER      -  FIRST     CLASS 0
 RJ0586
 RJ0586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0586  Standards:
 RJ0586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0586  -------------------------------------------------------------------
 RJ0586  NETWORK    0.22   0.43           0.10   0.08   0.22     -0.00835519
 RJ0586  -------------------------------------------------------------------
 RJ0586  Click here for local accuracies and other accuracy information.
 RJ0586
 RJ0586.The horizontal coordinates were established by GPS observations
 RJ0586.and adjusted by the National Geodetic Survey in June 2012.
 RJ0586
 RJ0586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0586.been affixed to the stable North American tectonic plate. See 
 RJ0586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0586
 RJ0586.The horizontal coordinates are valid at the epoch date displayed above
 RJ0586.which is a decimal equivalence of Year/Month/Day.
 RJ0586
 RJ0586.The orthometric height was determined by differential leveling and
 RJ0586.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0586.in June 1991.
 RJ0586
 RJ0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0586.GEOID18 height accuracy estimate available here.
 RJ0586
 RJ0586.This Water Level Mark is designated as VM 13353
 RJ0586.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0586
 RJ0586.Click photographs - Photos may exist for this station.
 RJ0586
 RJ0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0586
 RJ0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0586
 RJ0586.The ellipsoidal height was determined by GPS observations
 RJ0586.and is referenced to NAD 83.
 RJ0586
 RJ0586.The dynamic height is computed by dividing the NAVD 88
 RJ0586.geopotential number by the normal gravity value computed on the
 RJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0586.degrees latitude (g = 980.6199 gals.).
 RJ0586
 RJ0586.The modeled gravity was interpolated from observed gravity values.
 RJ0586
 RJ0586. The following values were computed from the NAD 83(2011) position.
 RJ0586
 RJ0586;                    North         East     Units Scale Factor Converg.
 RJ0586;SPC MI N     -   191,731.593 8,181,756.889   MT  0.99990883   +1 42 40.7
 RJ0586;SPC MI N     -   629,040.66 26,843,034.41   iFT  0.99990883   +1 42 40.7
 RJ0586;UTM  16      - 5,150,546.383   681,725.157   MT  1.00000595   +1 43 02.8
 RJ0586
 RJ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0586!SPC MI N     -   0.99997628  x   0.99990883  =   0.99988511
 RJ0586!UTM  16      -   0.99997628  x   1.00000595  =   0.99998223
 RJ0586
 RJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8172550546(NAD 83)
 RJ0586
 RJ0586|---------------------------------------------------------------------|
 RJ0586| PID    Reference Object                     Distance      Geod. Az  |
 RJ0586|                                                           dddmmss.s |
 RJ0586| DF5377 POINT IROQUOIS CORS ARP             134.048 METERS 06013     |
 RJ0586|---------------------------------------------------------------------|
 RJ0586
 RJ0586                          SUPERSEDED SURVEY CONTROL
 RJ0586
 RJ0586  NAD 83(2007)-  46 29 02.31133(N)    084 37 56.45392(W) AD(2002.00) 0
 RJ0586  ELLIP H (02/10/07)  151.339  (m)                       GP(2002.00)    
 RJ0586  ELLIP H (06/11/02)  151.347  (m)                       GP(       ) 4 1
 RJ0586  NAD 83(1994)-  46 29 02.31180(N)    084 37 56.45415(W) AD(       ) B
 RJ0586  ELLIP H (09/20/95)  151.336  (m)                       GP(       ) 1 2
 RJ0586  NAVD 88             187.79   (m)          616.1    (f) LEVELING    3  
 RJ0586
 RJ0586.Superseded values are not recommended for survey control.
 RJ0586
 RJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0586.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0586
 RJ0586_MARKER: F = FLANGE-ENCASED ROD
 RJ0586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0586_STAMPING: A 293 1983
 RJ0586_MARK LOGO: NGS
 RJ0586_PROJECTION: RECESSED 5 CENTIMETERS
 RJ0586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0586+STABILITY: POSITION/ELEVATION WELL
 RJ0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0586+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 RJ0586_ROD/PIPE-DEPTH: 12.2 meters
 RJ0586_SLEEVE-DEPTH  : 6.09 meters
 RJ0586
 RJ0586  HISTORY     - Date     Condition        Report By
 RJ0586  HISTORY     - 1983     MONUMENTED       NGS
 RJ0586  HISTORY     - 19940927 GOOD             NGS
 RJ0586  HISTORY     - 19941003 GOOD             NOS
 RJ0586  HISTORY     - 19950907 GOOD             NOS
 RJ0586  HISTORY     - 19970604 GOOD             NGS
 RJ0586  HISTORY     - 20010228 GOOD             MIDT
 RJ0586  HISTORY     - 20010426 GOOD             MIDT
 RJ0586  HISTORY     - 20040825 GOOD             USPSQD
 RJ0586  HISTORY     - 2005     GOOD             NGS
 RJ0586  HISTORY     - 20060829 GOOD             USPSQD
 RJ0586  HISTORY     - 20100511 GOOD             MIDT
 RJ0586  HISTORY     - 20100603 GOOD             NGS
 RJ0586  HISTORY     - 20150917 GOOD             NOS
 RJ0586  HISTORY     - 20180924 GOOD             NOS
 RJ0586  HISTORY     - 20220731 GOOD             NOS
 RJ0586  HISTORY     - 20220811 GOOD             NGS
 RJ0586  HISTORY     - 20230516 GOOD             WILWRK
 RJ0586
 RJ0586                          STATION DESCRIPTION
 RJ0586
 RJ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0586'12.5 KM (7.75 MI) NW FROM BRIMLEY.
 RJ0586'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0586'BRIMLEY, THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0586'THE SITE OF AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET IN THE
 RJ0586'NORTH LAWN OUTSIDE OF THE ROCK WALL AROUND THE LIGHTHOUSE, NEAR THE
 RJ0586'FLAG POLE, 58.52 METERS (192.0 FT) NORTH-NORTHEAST OF THE CENTER OF
 RJ0586'THE ASPHALT ROAD, 22.09 METERS (72.5 FT) SOUTH OF THE SOUTH FACE OF
 RJ0586'THE LIGHTHOUSE BUILDING, 21.40 METERS (70.2 FT) SOUTHEAST OF THE
 RJ0586'SOUTHWEST CORNER OF THE ROCK WALL, 21.64 METERS (71.0 FT) SOUTHWEST OF
 RJ0586'THE SOUTHEAST CORNER OF THE ROCK WALL, 3.72 METERS (12.2 FT)
 RJ0586'SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE ROCK WALL, AND 2.83 METERS
 RJ0586'(9.2 FT) SOUTH OF THE FLAG POLE.
 RJ0586'THE MARK IS 0.30 M ABOVE ROAD.
 RJ0586
 RJ0586                          STATION RECOVERY (1994)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ0586'STATION IS LOCATED IN QUAD 460843, ABOUT 17 KM (10.55 MI) SOUTHWEST
 RJ0586'FROM SAULT STE MARIE, 8 MI (12.9 KM) NORTHWEST OF BRIMLEY, AT THE SITE
 RJ0586'OF AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET IN THE LAWN OUTSIDE
 RJ0586'OF THE ROCK WALL AROUND THE LIGHTHOUSE, NEAR THE ASPHALT ROAD.  IT IS
 RJ0586'IN SECTION 12, T 47 N, R 3 W, MILLS TOWNSHIP. OWNERSHIP--HIAWATHA
 RJ0586'NATIONAL FOREST, U.S.  DEPARTMENT OF AGRICULTURE, U.S.  FOREST
 RJ0586'SERVICE, 4000 INTERSTATE HIGHWAY 75 BUSINESS SPUR, SAULT STE MARIE MI
 RJ0586'49783, PHONE 906-635-5311, CONTACT POINT IROQUOIS CARETAKER BILL
 RJ0586'OWENS, PHONE 906-437-5235, PRIOR TO STATION OCCUPATION.  TO REACH FROM
 RJ0586'THE INTERSECTION OF STATE HIGHWAY 221 AND LAKE SHORE DRIVE IN BRIMLEY,
 RJ0586'GO NORTHWEST ON LAKE SHORE DRIVE FOR 7.2 MI (11.6 KM) TO A PAVED ROAD
 RJ0586'RIGHT AND CIRCULAR DRIVE LEADING TO AN OLD LIGHTHOUSE AND THE STATION
 RJ0586'IN FRONT LAWN NEAR FLAGPOLE.  DATUM CAP IS RECESSED 14 CM BELOW
 RJ0586'GROUND.  STATION IS 58.7 M (192.6 FT) NORTH FROM THE CENTERLINE OF
 RJ0586'HIGHWAY, 25.8 M (84.6 FT) SOUTHWEST FROM THE ONLY LAMP POST IN PARKING
 RJ0586'AREA, 22.2 M (72.8 FT) SOUTH OF THE SOUTH FACE OF THE LIGHTHOUSE
 RJ0586'BUILDING, 2.5 M (8.2 FT) SOUTHWEST FROM A FLAGPOLE AND 1.4 M (4.6 FT)
 RJ0586'EAST FROM THE EAST EDGE OF A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS
 RJ0586'HAD THROUGH A 5-INCH LOGO CAP.
 RJ0586
 RJ0586                          STATION RECOVERY (1994)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (1995)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (1997)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 RJ0586'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) NORTHWEST OF BRIMLEY,
 RJ0586'MI., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF BAY MILLS, AT THE OLD
 RJ0586'LIGHTHOUSE AT POINT IROQUOIS.  IN THE GRASS JUST OUTSIDE OF AND
 RJ0586'SOUTH-SOUTHWEST OF A LOW ROCK YARD FENCE, JUST SOUTHWEST OF A
 RJ0586'FLAGPOLE.  OWNERSHIP--STATE OF MICHIGAN.  NOTE--CONTACT MARY
 RJ0586'MCWILLIAMS U.S.D.A.  FOREST SERVICE, AT THE SITE (24-HOURS) IN
 RJ0586'ADVANCE.  THE RESIDENT OR SOMEONE WILL BE AT THE SITE 24-HOURS A DAY
 RJ0586'FOR SECURITY.  NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL GREAT
 RJ0586'LAKES DATUM POINTS).  TO REACH THE STATION FROM THE NORTH END OF STATE
 RJ0586'HIGHWAY 221 AT A TEE JUNCTION WITH LAKESHORE DRIVE ON THE NORTH SIDE
 RJ0586'OF BRIMLEY, GO NORTHWEST, 11.7 KM (7.25 MI) ALONG LAKESHORE DRIVE TO
 RJ0586'THE ENTRANCE TO THE OLD LIGHTHOUSE ON THE RIGHT.  TURN RIGHT,
 RJ0586'NORTHEAST, 0.08 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE LIGHTHOUSE AND
 RJ0586'THE STATION ON THE LEFT, JUST SOUTHWEST OF THE FLAGPOLE.  STATION IS
 RJ0586'58.5 M (191.9 FT) NORTH-NORTHEAST OF THE LAKESHORE DRIVE CENTER, 22.2
 RJ0586'M (72.8 FT) SOUTH-SOUTHWEST OF THE LIGHTHOUSE BUILDINGS
 RJ0586'SOUTH-SOUTHWEST FACE, 21.4 M (70.2 FT) SOUTHEAST OF THE ROCK WALLS
 RJ0586'SOUTHWEST CORNER, 21.6 SOUTHWEST OF THE ROCK WALLS SOUTHEAST CORNER,
 RJ0586'3.5 M (11.5 FT) SOUTH-SOUTHWEST OF THE ROCK WALLS SOUTH-SOUTHWEST
 RJ0586'FACE, 2.7 M (8.9 FT) SOUTHWEST OF THE FLAGPOLE, 2.15 M (7.05 FT)
 RJ0586'SOUTH-SOUTHWEST OF A SHORT SIDEWALK LEADING TO THE FLAGPOLE, 1.35 M
 RJ0586'(4.43 FT) EAST-SOUTHEAST OF A SIDEWALK, AND THE STATION IS ABOUT LEVEL
 RJ0586'WITH THE SIDEWALK AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 RJ0586'NOTE--THE DATUM POINT IS THE TOP CENTER OF A STAINLESS STEEL ROD,
 RJ0586'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE AND DRIVEN TO A
 RJ0586'DEPTH OF 12.2 M, (40.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT)
 RJ0586'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 RJ0586'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 RJ0586
 RJ0586                          STATION RECOVERY (2001)
 RJ0586
 RJ0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2001)
 RJ0586
 RJ0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0586'STATION WAS RECOVERED ON 04-03-2001,  BY THE SUPERIOR REGION OF
 RJ0586'THE MICHIGAN DEPARTMENT OF TRANSPORTATION, (LEW)  IN GOOD
 RJ0586'CONDITION.  STATION IS GOOD FOR USE WITH G.P.S.
 RJ0586'
 RJ0586'STATION MARK IS A STAINLESS STEEL ROD IN A MONUMENT BOX WITH
 RJ0586'ACCESS COVER.  BOX IS A ALUMINUM AND STAMPING IS ON RIM OF BOX.
 RJ0586'
 RJ0586'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RJ0586
 RJ0586                          STATION RECOVERY (2004)
 RJ0586
 RJ0586'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2005)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (2006)
 RJ0586
 RJ0586'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2010)
 RJ0586
 RJ0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (2010)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (2015)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (MTS)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (2018)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0586'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SHALLOWS, 6.1 MI
 RJ0586'(9.8 KM) NORTH-NORTHWEST OF BRIMLEY AND 5.3 MI (8.5 KM) EAST-NORTHEAST
 RJ0586'OF DOLLAR SETTLEMENT.
 RJ0586'
 RJ0586'TO REACH FROM THE POST OFFICE IN BRIMLEY, ON SR 221 (W LAKESHORE
 RJ0586'DRIVE), PROCEED NORTHWEST ON SR 221 (LAKESHORE DRIVE) FOR 7.25 MI
 RJ0586'(11.67 KM) TO THE POINT IROQUOIS LIGHT HOUSE, SET IN THE FRONT LAWN
 RJ0586'OUTSIDE OF THE ROCK WALL AROUND THE LIGHTHOUSE, NEAR THE FLAG POLE.
 RJ0586'
 RJ0586'IT IS 58.52 M (192.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE ASPHALT
 RJ0586'ROAD, 22.09 M (72.5 FT) SOUTH OF THE SOUTH FACE OF THE LIGHTHOUSE
 RJ0586'BUILDING, 21.64 M (71.0 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF
 RJ0586'THE ROCK WALL, 21.40 M (70.2 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 RJ0586'THE ROCK WALL, 3.72 M (12.2 FT) SOUTH-SOUTHEAST OF THE SOUTH FACE OF
 RJ0586'THE ROCK WALL AND 2.83 M (9.3 FT) SOUTH OF THE FLAG POLE.
 RJ0586
 RJ0586                          STATION RECOVERY (2022)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (2022)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2023)
 RJ0586
 RJ0586'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0008 ***********************************************************************
 RH0008  DESIGNATION -  A 294
 RH0008  PID         -  RH0008
 RH0008  STATE/COUNTY-  MI/CHIPPEWA
 RH0008  COUNTRY     -  US
 RH0008  USGS QUAD   -  LIME ISLAND (2017)
 RH0008
 RH0008                         *CURRENT SURVEY CONTROL
 RH0008  ______________________________________________________________________
 RH0008* NAD 83(1986) POSITION- 46 00 41.     (N) 083 55 33.     (W)   SCALED
 RH0008* NAVD 88 ORTHO HEIGHT -   201.635 (meters)      661.53  (feet) ADJUSTED
 RH0008  ______________________________________________________________________
 RH0008  GEOID HEIGHT    -        -36.772 (meters)                     GEOID18
 RH0008  DYNAMIC HEIGHT  -        201.638 (meters)      661.54  (feet) COMP
 RH0008  MODELED GRAVITY -    980,627.7   (mgal)                       NAVD 88
 RH0008
 RH0008  VERT ORDER      -  FIRST     CLASS 0
 RH0008
 RH0008.The horizontal coordinates were scaled from a map and have
 RH0008.an estimated accuracy of +/- 6 seconds.
 RH0008
 RH0008.The orthometric height was determined by differential leveling and
 RH0008.adjusted by the NATIONAL GEODETIC SURVEY
 RH0008.in June 1991.
 RH0008
 RH0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0008.GEOID18 height accuracy estimate available here.
 RH0008
 RH0008.Click photographs - Photos may exist for this station.
 RH0008
 RH0008.The dynamic height is computed by dividing the NAVD 88
 RH0008.geopotential number by the normal gravity value computed on the
 RH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0008.degrees latitude (g = 980.6199 gals.).
 RH0008
 RH0008.The modeled gravity was interpolated from observed gravity values.
 RH0008
 RH0008;                    North         East    Units  Estimated Accuracy
 RH0008;SPC MI N     -   141,110.    8,238,010.      MT  (+/- 180 meters Scaled)
 RH0008
 RH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL734994(NAD 83)
 RH0008
 RH0008                          SUPERSEDED SURVEY CONTROL
 RH0008
 RH0008.No superseded survey control is available for this station.
 RH0008
 RH0008_MARKER: I = METAL ROD
 RH0008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RH0008_STAMPING: A 294 1983
 RH0008_MARK LOGO: NGS
 RH0008_PROJECTION: FLUSH
 RH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0008_ROD/PIPE-DEPTH: 4.87 meters
 RH0008
 RH0008  HISTORY     - Date     Condition        Report By
 RH0008  HISTORY     - 1983     MONUMENTED       NGS
 RH0008  HISTORY     - 19940728 GOOD             USPSQD
 RH0008  HISTORY     - 20010331 GOOD             NGS
 RH0008
 RH0008                          STATION DESCRIPTION
 RH0008
 RH0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RH0008'4.2 KM (2.65 MI) NW FROM DE TOUR VILLAGE.
 RH0008'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 RH0008'THE JUNCTION OF DAWSON STREET EAST AND SOUTH CARIBOU DRIVE WEST IN DE
 RH0008'TOUR VILLAGE, THENCE 1.8 KM (1.15 MI) WEST ALONG DEMOCRAT ROAD (NORTH
 RH0008'CARIBOU ROAD), THENCE 1.3 KM (0.8 MI) NORTH ALONG SPRING BAY ROAD, AT
 RH0008'A PRIVATE GRAVELED DRIVEWAY WEST, SET NORTHEAST AND ACROSS THE ROAD
 RH0008'FROM THE DRIVEWAY, BY POWERLINE POLE NUMBER DT 187 WITH TRANSFORMER,
 RH0008'7.20 METERS (23.6 FT) EAST OF THE CENTER OF SPRING BAY ROAD,
 RH0008'1.13 METERS (3.7 FT) NORTH OF POWERLINE POLE NUMBER DT 187 WITH A GUY
 RH0008'CABLE ANCHOR TO THE EAST, 18.44 METERS (60.5 FT) NORTH OF AN EXTENDED
 RH0008'CENTERLINE OF THE GRAVELED DRIVEWAY WEST, AND 4.39 METERS (14.4 FT)
 RH0008'WEST-NORTHWEST OF THE GUY CABLE ANCHOR TO POWERLINE POLE NUMBER DT
 RH0008'187.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH.
 RH0008'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RH0008'THE MARK IS 0.3 M ABOVE ROAD.
 RH0008
 RH0008                          STATION RECOVERY (1994)
 RH0008
 RH0008'RECOVERY NOTE BY US POWER SQUADRON 1994
 RH0008'RECOVERED IN GOOD CONDITION.
 RH0008
 RH0008                          STATION RECOVERY (2001)
 RH0008
 RH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RH0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0587 ***********************************************************************
 RJ0587  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0587  DESIGNATION -  A 295
 RJ0587  PID         -  RJ0587
 RJ0587  STATE/COUNTY-  MI/CHIPPEWA
 RJ0587  COUNTRY     -  US
 RJ0587  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ0587
 RJ0587                         *CURRENT SURVEY CONTROL
 RJ0587  ______________________________________________________________________
 RJ0587* NAD 83(1986) POSITION- 46 28 59.8    (N) 084 37 54.7    (W)   HD_HELD2
 RJ0587* NAVD 88 ORTHO HEIGHT -   187.729 (meters)      615.91  (feet) ADJUSTED
 RJ0587  ______________________________________________________________________
 RJ0587  GEOID HEIGHT    -        -36.461 (meters)                     GEOID18
 RJ0587  DYNAMIC HEIGHT  -        187.738 (meters)      615.94  (feet) COMP
 RJ0587  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 RJ0587
 RJ0587  VERT ORDER      -  FIRST     CLASS 0
 RJ0587
 RJ0587.The horizontal coordinates were established by autonomous hand held GPS
 RJ0587.observations and have an estimated accuracy of +/- 10 meters.
 RJ0587
 RJ0587.The orthometric height was determined by differential leveling and
 RJ0587.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0587.in June 1991.
 RJ0587
 RJ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0587.GEOID18 height accuracy estimate available here.
 RJ0587
 RJ0587.This Water Level Mark is designated as VM 17794
 RJ0587.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0587
 RJ0587.Click photographs - Photos may exist for this station.
 RJ0587
 RJ0587.The dynamic height is computed by dividing the NAVD 88
 RJ0587.geopotential number by the normal gravity value computed on the
 RJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0587.degrees latitude (g = 980.6199 gals.).
 RJ0587
 RJ0587.The modeled gravity was interpolated from observed gravity values.
 RJ0587
 RJ0587;                    North         East    Units  Estimated Accuracy
 RJ0587;SPC MI N     -   191,655.    8,181,797.      MT  (+/- 10 meters HH2 GPS)
 RJ0587
 RJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8176450470(NAD 83)
 RJ0587
 RJ0587                          SUPERSEDED SURVEY CONTROL
 RJ0587
 RJ0587.No superseded survey control is available for this station.
 RJ0587
 RJ0587_STAMPING: A 295 1983
 RJ0587_MARK LOGO: NGS
 RJ0587_PROJECTION: FLUSH
 RJ0587_ROD/PIPE-DEPTH: 8.8 meters
 RJ0587
 RJ0587  HISTORY     - Date     Condition        Report By
 RJ0587  HISTORY     - 1983     MONUMENTED       NGS
 RJ0587  HISTORY     - 20040825 GOOD             USPSQD
 RJ0587  HISTORY     - 20060829 GOOD             USPSQD
 RJ0587  HISTORY     - 20150917 MARK NOT FOUND   CO-OPS
 RJ0587  HISTORY     - 20180924 MARK NOT FOUND   NOS
 RJ0587  HISTORY     - 20230516 MARK NOT FOUND   WILWRK
 RJ0587
 RJ0587                          STATION DESCRIPTION
 RJ0587
 RJ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0587'12.4 KM (7.7 MI) NW FROM BRIMLEY.
 RJ0587'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0587'BRIMLEY, THENCE 11.7 KM (7.2 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0587'THE ENTRANCE TO THE POINT IROQUOIS LIGHTHOUSE, 7.3 METERS (24.0 FT)
 RJ0587'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.2 METERS (46.5 FT) SOUTH OF
 RJ0587'POWERLINE POLE NUMBER BRI-148, 30.3 METERS (99.3 FT) EAST OF EXTENDED
 RJ0587'CENTERLINE OF ENTRANCE NORTH TO POINT IROQUOIS LIGHTHOUSE, 22.0 METERS
 RJ0587'(72.3 FT) SOUTHEAST OF UNDERGROUND TELEPHONE JUNCTION BOX, AND
 RJ0587'0.52 METERS (1.7 FT) WEST OF UTILITY SUPPORT POLE NUMBER 142 X.
 RJ0587'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RJ0587'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0587
 RJ0587                          STATION RECOVERY (2004)
 RJ0587
 RJ0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0587'RECOVERED IN GOOD CONDITION.
 RJ0587
 RJ0587                          STATION RECOVERY (2006)
 RJ0587
 RJ0587'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0587'RECOVERED IN GOOD CONDITION.
 RJ0587
 RJ0587                          STATION RECOVERY (2015)
 RJ0587
 RJ0587'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2015 (PTR)
 RJ0587'NOT RECOVERED.
 RJ0587'
 RJ0587'NOTE-THE BENCH MARK COULD BE UNDERGROUND.  MOST ALL REFERENCE POINTS
 RJ0587'IN DESCRIPTION HAVE BEEN REMOVED AS THE UTILITIES IN THE AREA WERE
 RJ0587'PLACED UNDERGROUND AND BELIEVE THE MARK WAS DESTROYED BY BACKHOES
 RJ0587'TRENCHING THE UTILITIES IN.
 RJ0587
 RJ0587                          STATION RECOVERY (2018)
 RJ0587
 RJ0587'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (PTR)
 RJ0587'NOT RECOVERED.  SEARCHED FOR BUT NOT RECOVERED.
 RJ0587
 RJ0587                          STATION RECOVERY (2023)
 RJ0587
 RJ0587'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0587'THOROUGH SEARCH TURNED UP NO SIGN OF THE MARK.  MARK BURIED OR
 RJ0587'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0619 ***********************************************************************
 RJ0619  DESIGNATION -  A 296
 RJ0619  PID         -  RJ0619
 RJ0619  STATE/COUNTY-  MI/CHIPPEWA
 RJ0619  COUNTRY     -  US
 RJ0619  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0619
 RJ0619                         *CURRENT SURVEY CONTROL
 RJ0619  ______________________________________________________________________
 RJ0619* NAD 83(1986) POSITION- 46 28 10.3    (N) 084 17 54.2    (W)   HD_HELD2
 RJ0619* NAVD 88 ORTHO HEIGHT -   178.126 (meters)      584.40  (feet) ADJUSTED
 RJ0619  ______________________________________________________________________
 RJ0619  GEOID HEIGHT    -        -36.654 (meters)                     GEOID18
 RJ0619  DYNAMIC HEIGHT  -        178.135 (meters)      584.43  (feet) COMP
 RJ0619  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0619
 RJ0619  VERT ORDER      -  FIRST     CLASS 0
 RJ0619
 RJ0619.The horizontal coordinates were established by autonomous hand held GPS
 RJ0619.observations and have an estimated accuracy of +/- 10 meters.
 RJ0619
 RJ0619.The orthometric height was determined by differential leveling and
 RJ0619.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0619.in June 1991.
 RJ0619
 RJ0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0619.GEOID18 height accuracy estimate available here.
 RJ0619
 RJ0619.Click photographs - Photos may exist for this station.
 RJ0619
 RJ0619.The dynamic height is computed by dividing the NAVD 88
 RJ0619.geopotential number by the normal gravity value computed on the
 RJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0619.degrees latitude (g = 980.6199 gals.).
 RJ0619
 RJ0619.The modeled gravity was interpolated from observed gravity values.
 RJ0619
 RJ0619;                    North         East    Units  Estimated Accuracy
 RJ0619;SPC MI N     -   190,946.    8,207,439.      MT  (+/- 10 meters HH2 GPS)
 RJ0619
 RJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0741149763(NAD 83)
 RJ0619
 RJ0619                          SUPERSEDED SURVEY CONTROL
 RJ0619
 RJ0619.No superseded survey control is available for this station.
 RJ0619
 RJ0619_MARKER: F = FLANGE-ENCASED ROD
 RJ0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0619_STAMPING: A 296 1983
 RJ0619_MARK LOGO: NGS
 RJ0619_PROJECTION: FLUSH
 RJ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0619+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2015
 RJ0619_ROD/PIPE-DEPTH: 10.9 meters
 RJ0619
 RJ0619  HISTORY     - Date     Condition        Report By
 RJ0619  HISTORY     - 1983     MONUMENTED       NGS
 RJ0619  HISTORY     - 20051114 GOOD             INDIV
 RJ0619  HISTORY     - 20150922 GOOD             PROFLN
 RJ0619
 RJ0619                          STATION DESCRIPTION
 RJ0619
 RJ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0619'5.95 KM (3.7 MI) SE FROM SAULT STE MARIE.
 RJ0619'5.95 KM (3.7 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0619'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, SET AT THE
 RJ0619'MUNICIPAL BOAT HARBOR, 53.3 METERS (175.0 FT) EAST-NORTHEAST OF THE
 RJ0619'CENTERLINE OF RIVERSIDE DRIVE, 29.4 METERS (96.5 FT) SOUTHEAST OF THE
 RJ0619'SOUTHWEST CORNER OF A ONE STORY CINDER BLOCK BUILDING, 27.1 METERS
 RJ0619'(89.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY CINDER
 RJ0619'BLOCK BUILDING, 6.0 METERS (19.6 FT) WEST-SOUTHWEST OF THE EAST EDGE
 RJ0619'OF THE METAL RAIL OF A SEA WALL, AND 0.6 METER (1.97 FT) WEST OF
 RJ0619'POWERLINE POLE NUMBER K31-201.
 RJ0619'THE MARK IS 0.3 M BELOW PORTAGE AVENUE.
 RJ0619
 RJ0619                          STATION RECOVERY (2005)
 RJ0619
 RJ0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0619'RECOVERED IN GOOD CONDITION.
 RJ0619
 RJ0619                          STATION RECOVERY (2015)
 RJ0619
 RJ0619'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RJ0619'THE ONE STORY CINDER BLOCK BUILDING HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0696 ***********************************************************************
 RJ0696  DESIGNATION -  A 297
 RJ0696  PID         -  RJ0696
 RJ0696  STATE/COUNTY-  MI/CHIPPEWA
 RJ0696  COUNTRY     -  US
 RJ0696  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0696
 RJ0696                         *CURRENT SURVEY CONTROL
 RJ0696  ______________________________________________________________________
 RJ0696* NAD 83(1986) POSITION- 46 29 05.     (N) 084 17 49.     (W)   SCALED
 RJ0696* NAVD 88 ORTHO HEIGHT -   177.801 (meters)      583.34  (feet) ADJUSTED
 RJ0696  ______________________________________________________________________
 RJ0696  GEOID HEIGHT    -        -36.673 (meters)                     GEOID18
 RJ0696  DYNAMIC HEIGHT  -        177.811 (meters)      583.37  (feet) COMP
 RJ0696  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 RJ0696
 RJ0696  VERT ORDER      -  FIRST     CLASS 0
 RJ0696
 RJ0696.The horizontal coordinates were scaled from a map and have
 RJ0696.an estimated accuracy of +/- 6 seconds.
 RJ0696
 RJ0696.The orthometric height was determined by differential leveling and
 RJ0696.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0696.in June 1991.
 RJ0696
 RJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0696.GEOID18 height accuracy estimate available here.
 RJ0696
 RJ0696.Click photographs - Photos may exist for this station.
 RJ0696
 RJ0696.The dynamic height is computed by dividing the NAVD 88
 RJ0696.geopotential number by the normal gravity value computed on the
 RJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0696.degrees latitude (g = 980.6199 gals.).
 RJ0696
 RJ0696.The modeled gravity was interpolated from observed gravity values.
 RJ0696
 RJ0696;                    North         East    Units  Estimated Accuracy
 RJ0696;SPC MI N     -   192,640.    8,207,490.      MT  (+/- 180 meters Scaled)
 RJ0696
 RJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS074514(NAD 83)
 RJ0696
 RJ0696                          SUPERSEDED SURVEY CONTROL
 RJ0696
 RJ0696.No superseded survey control is available for this station.
 RJ0696
 RJ0696_MARKER: I = METAL ROD
 RJ0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0696_STAMPING: A 297 1983
 RJ0696_MARK LOGO: NGS
 RJ0696_PROJECTION: FLUSH
 RJ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0696_ROD/PIPE-DEPTH: 20.7 meters
 RJ0696
 RJ0696  HISTORY     - Date     Condition        Report By
 RJ0696  HISTORY     - 1983     MONUMENTED       NGS
 RJ0696  HISTORY     - 20041111 MARK NOT FOUND   INDIV
 RJ0696
 RJ0696                          STATION DESCRIPTION
 RJ0696
 RJ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0696'SUGAR ISLAND FERRY LANDING.
 RJ0696'AT THE SUGAR ISLAND FERRY LANDING ON SUGAR ISLAND, AT THE FIRST
 RJ0696'POWERLINE POLE EAST OF THE LANDING, SET BETWEEN TWO WITNESS POST,
 RJ0696'18.8 METERS (61.8 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 RJ0696'CONCRETE APPROCH APRON OF FERRY DOCK, 12.5 METERS (41.0 FT) SOUTH OF
 RJ0696'APPROXIMATE CENTER OF 1 1/2 MILE ROAD, AND 8.2 METERS (27.0 FT)
 RJ0696'WEST-NORTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES AND TRANSFORMER.
 RJ0696'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 RJ0696'THE MARK IS 0.51 M BELOW ROAD.
 RJ0696
 RJ0696                          STATION RECOVERY (2004)
 RJ0696
 RJ0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ0696'MARKER APPEARS TO BE DESTROYED DURING PARKING LOT EXPANSION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0404 ***********************************************************************
 QK0404  DESIGNATION -  A 298
 QK0404  PID         -  QK0404
 QK0404  STATE/COUNTY-  MI/MACKINAC
 QK0404  COUNTRY     -  US
 QK0404  USGS QUAD   -  PRENTISS BAY (2017)
 QK0404
 QK0404                         *CURRENT SURVEY CONTROL
 QK0404  ______________________________________________________________________
 QK0404* NAD 83(1986) POSITION- 45 58 58.     (N) 084 12 19.     (W)   SCALED
 QK0404* NAVD 88 ORTHO HEIGHT -   177.809 (meters)      583.36  (feet) ADJUSTED
 QK0404  ______________________________________________________________________
 QK0404  GEOID HEIGHT    -        -36.304 (meters)                     GEOID18
 QK0404  DYNAMIC HEIGHT  -        177.814 (meters)      583.38  (feet) COMP
 QK0404  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 QK0404
 QK0404  VERT ORDER      -  FIRST     CLASS 0
 QK0404
 QK0404.The horizontal coordinates were scaled from a map and have
 QK0404.an estimated accuracy of +/- 6 seconds.
 QK0404
 QK0404.The orthometric height was determined by differential leveling and
 QK0404.adjusted by the NATIONAL GEODETIC SURVEY
 QK0404.in June 1991.
 QK0404
 QK0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0404.GEOID18 height accuracy estimate available here.
 QK0404
 QK0404.Click photographs - Photos may exist for this station.
 QK0404
 QK0404.The dynamic height is computed by dividing the NAVD 88
 QK0404.geopotential number by the normal gravity value computed on the
 QK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0404.degrees latitude (g = 980.6199 gals.).
 QK0404
 QK0404.The modeled gravity was interpolated from observed gravity values.
 QK0404
 QK0404;                    North         East    Units  Estimated Accuracy
 QK0404;SPC MI N     -   137,130.    8,216,490.      MT  (+/- 180 meters Scaled)
 QK0404
 QK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR164959(NAD 83)
 QK0404
 QK0404                          SUPERSEDED SURVEY CONTROL
 QK0404
 QK0404.No superseded survey control is available for this station.
 QK0404
 QK0404_MARKER: DB = BENCH MARK DISK
 QK0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0404_SP_SET: CULVERT HEADWALL
 QK0404_STAMPING: A 298 1983
 QK0404_MARK LOGO: NGS
 QK0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0404
 QK0404  HISTORY     - Date     Condition        Report By
 QK0404  HISTORY     - 1983     MONUMENTED       NGS
 QK0404  HISTORY     - 19940728 GOOD             USPSQD
 QK0404  HISTORY     - 19950712 GOOD             USPSQD
 QK0404  HISTORY     - 20010331 GOOD             NGS
 QK0404
 QK0404                          STATION DESCRIPTION
 QK0404
 QK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0404'13.1 KM (8.15 MI) EAST FROM CEDARVILLE.
 QK0404'13.1 KM (8.15 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0404'STATE HIGHWAY 129 IN CEDARVILLE, AT A LARGE CULVERT UNDER THE HIGHWAY
 QK0404'AT BEAVERTAIL CREEK, SET IN THE NORTHWEST END OF THE SOUTHWEST
 QK0404'HEADWALL, 8.65 METERS (28.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 QK0404'THE HIGHWAY, 2.89 METERS (9.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 QK0404'ROADWAY RAIL, 1.24 METERS (4.1 FT) SOUTHEAST OF A 6-INCH DIAMETER
 QK0404'WHITE WOOD POST PROJECTING 0.6 METER (2.0 FT) ABOVE GROUND, AND
 QK0404'0.42 METERS (1.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 QK0404'HEADWALL.
 QK0404'THE MARK IS 0.42 METERS  ESE FROM A WITNESS POST.
 QK0404'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0404
 QK0404                          STATION RECOVERY (1994)
 QK0404
 QK0404'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0404'RECOVERED IN GOOD CONDITION.
 QK0404
 QK0404                          STATION RECOVERY (1995)
 QK0404
 QK0404'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0404'RECOVERED IN GOOD CONDITION.
 QK0404
 QK0404                          STATION RECOVERY (2001)
 QK0404
 QK0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0684 ***********************************************************************
 RJ0684  DESIGNATION -  A 299
 RJ0684  PID         -  RJ0684
 RJ0684  STATE/COUNTY-  MI/CHIPPEWA
 RJ0684  COUNTRY     -  US
 RJ0684  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0684
 RJ0684                         *CURRENT SURVEY CONTROL
 RJ0684  ______________________________________________________________________
 RJ0684* NAD 83(1986) POSITION- 46 25 11.     (N) 084 13 00.     (W)   SCALED
 RJ0684* NAVD 88 ORTHO HEIGHT -   204.710 (meters)      671.62  (feet) ADJUSTED
 RJ0684  ______________________________________________________________________
 RJ0684  GEOID HEIGHT    -        -36.650 (meters)                     GEOID18
 RJ0684  DYNAMIC HEIGHT  -        204.721 (meters)      671.66  (feet) COMP
 RJ0684  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0684
 RJ0684  VERT ORDER      -  FIRST     CLASS 0
 RJ0684
 RJ0684.The horizontal coordinates were scaled from a map and have
 RJ0684.an estimated accuracy of +/- 6 seconds.
 RJ0684
 RJ0684.The orthometric height was determined by differential leveling and
 RJ0684.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0684.in June 1991.
 RJ0684
 RJ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0684.GEOID18 height accuracy estimate available here.
 RJ0684
 RJ0684.Click photographs - Photos may exist for this station.
 RJ0684
 RJ0684.The dynamic height is computed by dividing the NAVD 88
 RJ0684.geopotential number by the normal gravity value computed on the
 RJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0684.degrees latitude (g = 980.6199 gals.).
 RJ0684
 RJ0684.The modeled gravity was interpolated from observed gravity values.
 RJ0684
 RJ0684;                    North         East    Units  Estimated Accuracy
 RJ0684;SPC MI N     -   185,630.    8,213,910.      MT  (+/- 180 meters Scaled)
 RJ0684
 RJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS138444(NAD 83)
 RJ0684
 RJ0684                          SUPERSEDED SURVEY CONTROL
 RJ0684
 RJ0684.No superseded survey control is available for this station.
 RJ0684
 RJ0684_MARKER: I = METAL ROD
 RJ0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0684_STAMPING: A 299 1983
 RJ0684_MARK LOGO: NGS
 RJ0684_PROJECTION: FLUSH
 RJ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0684_ROD/PIPE-DEPTH: 6.1 meters
 RJ0684
 RJ0684  HISTORY     - Date     Condition        Report By
 RJ0684  HISTORY     - 1983     MONUMENTED       NGS
 RJ0684
 RJ0684                          STATION DESCRIPTION
 RJ0684
 RJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0684'16.75 KM (10.4 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0684'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0684'LANDING ON SUGAR, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO
 RJ0684'THE JUNCTION OF 3 MILE ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE
 RJ0684'ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0684'JUNCTION OF 6 MILE ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG 6 MILE
 RJ0684'ROAD TO THE MARK ON THE RIGHT, 10.9 METERS (35.6 FT) SOUTH OF THE
 RJ0684'CENTER OF 6 MILE ROAD, AND 1.8 METERS (6.0 FT) WEST OF POWERLINE POLE
 RJ0684'NUMBER SU1-115.
 RJ0684'THE MARK IS 0.9 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0293 ***********************************************************************
 QL0293  DESIGNATION -  A 30
 QL0293  PID         -  QL0293
 QL0293  STATE/COUNTY-  MI/MENOMINEE
 QL0293  COUNTRY     -  US
 QL0293  USGS QUAD   -  MARINETTE EAST (2018)
 QL0293
 QL0293                         *CURRENT SURVEY CONTROL
 QL0293  ______________________________________________________________________
 QL0293* NAD 83(1986) POSITION- 45 06 13.     (N) 087 36 39.     (W)   SCALED
 QL0293* NAVD 88 ORTHO HEIGHT -   179.739 (meters)      589.69  (feet) ADJUSTED
 QL0293  ______________________________________________________________________
 QL0293  GEOID HEIGHT    -        -36.985 (meters)                     GEOID18
 QL0293  DYNAMIC HEIGHT  -        179.721 (meters)      589.63  (feet) COMP
 QL0293  MODELED GRAVITY -    980,515.0   (mgal)                       NAVD 88
 QL0293
 QL0293  VERT ORDER      -  FIRST     CLASS II
 QL0293
 QL0293.The horizontal coordinates were scaled from a map and have
 QL0293.an estimated accuracy of +/- 6 seconds.
 QL0293
 QL0293.The orthometric height was determined by differential leveling and
 QL0293.adjusted by the NATIONAL GEODETIC SURVEY
 QL0293.in June 1991.
 QL0293
 QL0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0293.GEOID18 height accuracy estimate available here.
 QL0293
 QL0293.Click photographs - Photos may exist for this station.
 QL0293
 QL0293.The dynamic height is computed by dividing the NAVD 88
 QL0293.geopotential number by the normal gravity value computed on the
 QL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0293.degrees latitude (g = 980.6199 gals.).
 QL0293
 QL0293.The modeled gravity was interpolated from observed gravity values.
 QL0293
 QL0293;                    North         East    Units  Estimated Accuracy
 QL0293;SPC MI N     -    35,780.    7,951,920.      MT  (+/- 180 meters Scaled)
 QL0293
 QL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ519946(NAD 83)
 QL0293
 QL0293                          SUPERSEDED SURVEY CONTROL
 QL0293
 QL0293  NGVD 29 (??/??/92)  179.767  (m)          589.79   (f) ADJ UNCH    1 2
 QL0293
 QL0293.Superseded values are not recommended for survey control.
 QL0293
 QL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0293.See file dsdata.pdf to determine how the superseded data were derived.
 QL0293
 QL0293_MARKER: DB = BENCH MARK DISK
 QL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0293_STAMPING: 589.786 A 30 1930
 QL0293_MARK LOGO: CGS
 QL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0293+STABILITY: SURFACE MOTION
 QL0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0293+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 QL0293
 QL0293  HISTORY     - Date     Condition        Report By
 QL0293  HISTORY     - 1930     MONUMENTED       CGS
 QL0293  HISTORY     - 1972     GOOD             NGS
 QL0293  HISTORY     - 1981     MARK NOT FOUND   AEROS
 QL0293  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0293  HISTORY     - 19960319 MARK NOT FOUND   MIDT
 QL0293
 QL0293                          STATION DESCRIPTION
 QL0293
 QL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0293'AT MENOMINEE.
 QL0293'AT MENOMINEE, ABOUT MIDWAY BETWEEN 7 TH AND 8 TH STREET, NEAR
 QL0293'THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AND
 QL0293'6 TH AVENUE, AT THE NORTHEAST CORNER OF THE LAWN OF A RESIDENT
 QL0293'AT 711 6 TH AVENUE, 32 FEET SOUTH OF THE CENTER LINE OF THE
 QL0293'AVENUE, 25 FEET WEST OF THE WEST RAIL, 21.8 FEET SOUTHWEST OF
 QL0293'A METAL POST SUPPORTING A FLASHING SIGN, 2.5 FEET SOUTH OF THE
 QL0293'SOUTH EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE AVENUE
 QL0293'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 QL0293'LEVEL OF THE GROUND.  SEC 2, T 31 N, R 27 W.
 QL0293
 QL0293                          STATION RECOVERY (1981)
 QL0293
 QL0293'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 QL0293'MARK NOT FOUND.
 QL0293
 QL0293                          STATION RECOVERY (1990)
 QL0293
 QL0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0293'MARK NOT FOUND.
 QL0293
 QL0293                          STATION RECOVERY (1996)
 QL0293
 QL0293'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0293'THE RAILROAD HAS BEEN DISMANTLED AND THE RIGHT OF WAY HAS REVERTED
 QL0293'BACK TO PRIVATE USE.  THE EXACT RAILROAD LOCATION IS HARD TO LOCATE,
 QL0293'THE AVENUE APPEARS TO HAVE BEEN WIDENED AND ALL 1972 REFERENCES ARE
 QL0293'GONE.  A CHAIN LINK FENCE IN NOW IN THE VICINITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0545 ***********************************************************************
 QK0545  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0545  DESIGNATION -  A 301
 QK0545  PID         -  QK0545
 QK0545  STATE/COUNTY-  MI/CHEBOYGAN
 QK0545  COUNTRY     -  US
 QK0545  USGS QUAD   -  CHEBOYGAN (2017)
 QK0545
 QK0545                         *CURRENT SURVEY CONTROL
 QK0545  ______________________________________________________________________
 QK0545* NAD 83(1986) POSITION- 45 38 48.     (N) 084 28 35.     (W)   SCALED
 QK0545* NAVD 88 ORTHO HEIGHT -   179.887 (meters)      590.18  (feet) ADJUSTED
 QK0545  ______________________________________________________________________
 QK0545  GEOID HEIGHT    -        -35.946 (meters)                     GEOID18
 QK0545  DYNAMIC HEIGHT  -        179.885 (meters)      590.17  (feet) COMP
 QK0545  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 QK0545
 QK0545  VERT ORDER      -  FIRST     CLASS II
 QK0545
 QK0545.The horizontal coordinates were scaled from a map and have
 QK0545.an estimated accuracy of +/- 6 seconds.
 QK0545
 QK0545.The orthometric height was determined by differential leveling and
 QK0545.adjusted by the NATIONAL GEODETIC SURVEY
 QK0545.in June 1991.
 QK0545
 QK0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0545.GEOID18 height accuracy estimate available here.
 QK0545
 QK0545.This Water Level Mark is designated as VM 23839
 QK0545.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0545
 QK0545.Click photographs - Photos may exist for this station.
 QK0545
 QK0545.The dynamic height is computed by dividing the NAVD 88
 QK0545.geopotential number by the normal gravity value computed on the
 QK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0545.degrees latitude (g = 980.6199 gals.).
 QK0545
 QK0545.The modeled gravity was interpolated from observed gravity values.
 QK0545
 QK0545;                    North         East    Units  Estimated Accuracy
 QK0545;SPC MI C     -   258,920.    5,991,450.      MT  (+/- 180 meters Scaled)
 QK0545
 QK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0545
 QK0545                          SUPERSEDED SURVEY CONTROL
 QK0545
 QK0545.No superseded survey control is available for this station.
 QK0545
 QK0545_MARKER: F = FLANGE-ENCASED ROD
 QK0545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0545_STAMPING: A 301 1983
 QK0545_MARK LOGO: NGS
 QK0545_PROJECTION: RECESSED 4 CENTIMETERS
 QK0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0545+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 QK0545_ROD/PIPE-DEPTH: 18.3 meters
 QK0545_SLEEVE-DEPTH  : 6.09 meters
 QK0545
 QK0545  HISTORY     - Date     Condition        Report By
 QK0545  HISTORY     - 1983     MONUMENTED       NGS
 QK0545  HISTORY     - 19960314 GOOD             NGS
 QK0545  HISTORY     - 20041004 GOOD             USPSQD
 QK0545  HISTORY     - 20180625 GOOD             SURVSL
 QK0545  HISTORY     - 20180927 GOOD             USPSQD
 QK0545  HISTORY     - 20211215 GOOD             ROWEIN
 QK0545
 QK0545                          STATION DESCRIPTION
 QK0545
 QK0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0545'IN CHEBOYGAN.
 QK0545'IN CHEBOYGAN, IN THE LAWN AT THE SOUTHEAST CORNER OF THE CITY HALL
 QK0545'BUILDING, LOCATED AT THE JUNCTION OF HURON AND BACUS STREETS,
 QK0545'14.93 METERS (49.0 FT) NORTH OF THE CENTER OF BACUS STREET,
 QK0545'8.07 METERS (26.5 FT) WEST OF THE WEST CURB OF HURON STREET,
 QK0545'8.38 METERS (27.5 FT) NORTHWEST OF A FIRE HYDRANT, 1.76 METERS
 QK0545'(5.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 QK0545'1.64 METERS (5.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 QK0545'CONCRETE FOUNDATION FOR THE FLAGPOLE.
 QK0545'THE MARK IS 0.30 M ABOVE STREETS.
 QK0545
 QK0545                          STATION RECOVERY (1996)
 QK0545
 QK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0545'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND BACKUS STREETS, 14.9 M
 QK0545'(48.9 FT) NORTHEAST OF THE CENTER OF BACKUS STREET, 13.8 M (45.3 FT)
 QK0545'NORTHWEST OF THE CENTER OF HURON STREET, 8.4 M (27.6 FT) NORTHWEST OF
 QK0545'A FIRE HYDRANT, 1.8 M (5.9 FT) SOUTH OF THE SOUTH CORNER OF THE CITY
 QK0545'HALL AND OPERA HOUSE, 1.6 M (5.2 FT) NORTH OF THE NORTH CORNER OF A
 QK0545'FLAG POLE FOOTING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 QK0545'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QK0545
 QK0545                          STATION RECOVERY (2004)
 QK0545
 QK0545'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0545'RECOVERED IN GOOD CONDITION.
 QK0545
 QK0545                          STATION RECOVERY (2018)
 QK0545
 QK0545'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2018 (BE)
 QK0545'RECOVERED IN GOOD CONDITION.
 QK0545
 QK0545                          STATION RECOVERY (2018)
 QK0545
 QK0545'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0545'RECOVERED IN GOOD CONDITION.
 QK0545
 QK0545                          STATION RECOVERY (2021)
 QK0545
 QK0545'RECOVERY NOTE BY ROWE INCORPORATED 2021 (FG)
 QK0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0505 ***********************************************************************
 QK0505  DESIGNATION -  A 302
 QK0505  PID         -  QK0505
 QK0505  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0505  COUNTRY     -  US
 QK0505  USGS QUAD   -  GRACE (2017)
 QK0505
 QK0505                         *CURRENT SURVEY CONTROL
 QK0505  ______________________________________________________________________
 QK0505* NAD 83(1986) POSITION- 45 32 12.04   (N) 084 07 46.25   (W)   HD_HELD1
 QK0505* NAVD 88 ORTHO HEIGHT -   181.364 (meters)      595.03  (feet) ADJUSTED
 QK0505  ______________________________________________________________________
 QK0505  GEOID HEIGHT    -        -36.533 (meters)                     GEOID18
 QK0505  DYNAMIC HEIGHT  -        181.359 (meters)      595.01  (feet) COMP
 QK0505  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 QK0505  OBS GRAVITY     -    980,583.8   (mgal)                       GRAV_OBS
 QK0505
 QK0505  VERT ORDER      -  FIRST     CLASS II
 QK0505
 QK0505.The horizontal coordinates were determined by differentially corrected
 QK0505.hand held GPS observations or other comparable positioning techniques
 QK0505.and have an estimated accuracy of +/- 3 meters.
 QK0505
 QK0505.The orthometric height was determined by differential leveling and
 QK0505.adjusted by the NATIONAL GEODETIC SURVEY
 QK0505.in June 1991.
 QK0505
 QK0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0505.GEOID18 height accuracy estimate available here.
 QK0505
 QK0505.Click photographs - Photos may exist for this station.
 QK0505
 QK0505.The dynamic height is computed by dividing the NAVD 88
 QK0505.geopotential number by the normal gravity value computed on the
 QK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0505.degrees latitude (g = 980.6199 gals.).
 QK0505
 QK0505.The modeled gravity was interpolated from observed gravity values.
 QK0505
 QK0505.The observed gravity was obtained from relative gravimeter ties
 QK0505.to the IGSN71 gravity network.
 QK0505
 QK0505;                    North         East    Units  Estimated Accuracy
 QK0505;SPC MI C     -   246,719.7   6,018,522.7     MT  (+/- 3 meters HH1 GPS) 
 QK0505
 QK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2411446579(NAD 83)
 QK0505
 QK0505                          SUPERSEDED SURVEY CONTROL
 QK0505
 QK0505.No superseded survey control is available for this station.
 QK0505
 QK0505_MARKER: DV = VERTICAL CONTROL DISK
 QK0505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0505_SP_SET: BRIDGE ABUTMENT
 QK0505_STAMPING: A 302 1983
 QK0505_MARK LOGO: NGS
 QK0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0505+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 QK0505
 QK0505  HISTORY     - Date     Condition        Report By
 QK0505  HISTORY     - 1983     MONUMENTED       NGS
 QK0505  HISTORY     - 20040813 GOOD             USPSQD
 QK0505
 QK0505                          STATION DESCRIPTION
 QK0505
 QK0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0505'31.2 KM (19.4 MI) NW FROM ROGERS CITY.
 QK0505'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0505'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 29.4 KM (18.3 MI)
 QK0505'NORTHWEST ALONG HIGHWAY 23 AT A CONCRETE BRIDGE OVER THE BLACK MALLARD
 QK0505'RIVER, A DISK SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT, 7.0 KM
 QK0505'(4.35 MI) SOUTH-SOUTHEAST ALONG HIGHWAY 23 FROM THE ENTERANCE TO THE
 QK0505'HAMMOND BAY REFUGE HARBOR, 7.5 KM (4.65 MI) NORHT-NORTHWEST ALONG
 QK0505'HIGHWAY 23 FROM THE OCQUEOC RIVER BRIDGE, 8.99 METERS (29.5 FT) WEST
 QK0505'OF THE CENTERLINE OF HIGHWAY 23, 5.33 METERS (17.5 FT) SOUTH OF THE
 QK0505'NORTH END OF THE NORTHWEST WINGWALL, AND 0.21 METER (0.7 FT) EAST OF
 QK0505'THE WEST END OF THE NORTH ABUTMENT.
 QK0505'THE MARK IS 0.82 M BELOW HIGHWAY 23.
 QK0505
 QK0505                          STATION RECOVERY (2004)
 QK0505
 QK0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0691 ***********************************************************************
 OJ0691  DESIGNATION -  A 303
 OJ0691  PID         -  OJ0691
 OJ0691  STATE/COUNTY-  MI/BAY
 OJ0691  COUNTRY     -  US
 OJ0691  USGS QUAD   -  PINCONNING (2017)
 OJ0691
 OJ0691                         *CURRENT SURVEY CONTROL
 OJ0691  ______________________________________________________________________
 OJ0691* NAD 83(1986) POSITION- 43 47 47.     (N) 083 57 59.     (W)   SCALED
 OJ0691* NAVD 88 ORTHO HEIGHT -   183.675 (meters)      602.61  (feet) ADJUSTED
 OJ0691  ______________________________________________________________________
 OJ0691  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 OJ0691  DYNAMIC HEIGHT  -        183.641 (meters)      602.50  (feet) COMP
 OJ0691  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 OJ0691
 OJ0691  VERT ORDER      -  FIRST     CLASS II
 OJ0691
 OJ0691.The horizontal coordinates were scaled from a map and have
 OJ0691.an estimated accuracy of +/- 6 seconds.
 OJ0691
 OJ0691.The orthometric height was determined by differential leveling and
 OJ0691.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0691.in June 1991.
 OJ0691
 OJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0691.GEOID18 height accuracy estimate available here.
 OJ0691
 OJ0691.Click photographs - Photos may exist for this station.
 OJ0691
 OJ0691.The dynamic height is computed by dividing the NAVD 88
 OJ0691.geopotential number by the normal gravity value computed on the
 OJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0691.degrees latitude (g = 980.6199 gals.).
 OJ0691
 OJ0691.The modeled gravity was interpolated from observed gravity values.
 OJ0691
 OJ0691;                    North         East    Units  Estimated Accuracy
 OJ0691;SPC MI S     -   255,170.    4,032,220.      MT  (+/- 180 meters Scaled)
 OJ0691
 OJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ613535(NAD 83)
 OJ0691
 OJ0691                          SUPERSEDED SURVEY CONTROL
 OJ0691
 OJ0691.No superseded survey control is available for this station.
 OJ0691
 OJ0691_MARKER: I = METAL ROD
 OJ0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0691_STAMPING: A 303 1983
 OJ0691_MARK LOGO: NGS
 OJ0691_PROJECTION: FLUSH
 OJ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0691_ROD/PIPE-DEPTH: 6.09 meters
 OJ0691
 OJ0691  HISTORY     - Date     Condition        Report By
 OJ0691  HISTORY     - 1983     MONUMENTED       NGS
 OJ0691  HISTORY     - 19970824 GOOD             USPSQD
 OJ0691  HISTORY     - 20060128 POOR             USPSQD
 OJ0691  HISTORY     - 20110505 POOR             GEOCAC
 OJ0691
 OJ0691                          STATION DESCRIPTION
 OJ0691
 OJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0691'6.5 KM (4.05 MI) SOUTH FROM PINCONNING.
 OJ0691'6.4 KM (4.0 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0691'PINCONNING ROAD IN PINCONNING, TO THE JUNCTION OF ERICKSON ROAD,
 OJ0691'THENCE 0.1 KM (0.05 MI) EAST TO THE MARK ON THE LEFT, 16.52 METERS
 OJ0691'(54.2 FT) NORTH OF CENTERLINE OF ERICKSON ROAD, 20.26 METERS (66.5 FT)
 OJ0691'WEST-NORTHWEST OF CENTERLINE OF KAISER ROAD, 1.03 METERS (3.4 FT)
 OJ0691'NORTH OF TELEPHONE JUNCTION BOX.
 OJ0691'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 OJ0691'THE MARK IS ABOVE LEVEL WITH ERICKSON ROAD.
 OJ0691
 OJ0691                          STATION RECOVERY (1997)
 OJ0691
 OJ0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0691'RECOVERED IN GOOD CONDITION.
 OJ0691
 OJ0691                          STATION RECOVERY (2006)
 OJ0691
 OJ0691'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0691'THE ENTIRE AREA HAS BEEN DISTURBED.  CENTURYTEL HAS BURIED CABLE WIRES
 OJ0691'IN THE AREA AS EVIDENCED BY THE NUMEROUS FLAGS.  ONLY THE BOTTOM STUB
 OJ0691'OF THE WITNESS POST REMAINS.  THE CONCRETE AND THE MARK ITSELF ARE
 OJ0691'TILTED AT ABOUT 45 DEGREES TO THE SOUTHWEST.
 OJ0691
 OJ0691                          STATION RECOVERY (2011)
 OJ0691
 OJ0691'RECOVERY NOTE BY GEOCACHING 2011 (CYC)
 OJ0691'FOUND AT N43 48.113 W83 57.765
 OJ0691'
 OJ0691'RECOVERED IN GOOD CONDITION. THE WITNESS POST HAS BEEN BROKEN OFF AT
 OJ0691'GROUND LEVEL. THE CONCRETE BASE HAS SLIGHT TIP TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0175 ***********************************************************************
 PK0175  DESIGNATION -  A 304
 PK0175  PID         -  PK0175
 PK0175  STATE/COUNTY-  MI/IOSCO
 PK0175  COUNTRY     -  US
 PK0175  USGS QUAD   -  TAWAS CITY (2017)
 PK0175
 PK0175                         *CURRENT SURVEY CONTROL
 PK0175  ______________________________________________________________________
 PK0175* NAD 83(1986) POSITION- 44 15 04.     (N) 083 32 22.     (W)   SCALED
 PK0175* NAVD 88 ORTHO HEIGHT -   181.270 (meters)      594.72  (feet) ADJUSTED
 PK0175  ______________________________________________________________________
 PK0175  GEOID HEIGHT    -        -35.243 (meters)                     GEOID18
 PK0175  DYNAMIC HEIGHT  -        181.246 (meters)      594.64  (feet) COMP
 PK0175  MODELED GRAVITY -    980,481.9   (mgal)                       NAVD 88
 PK0175
 PK0175  VERT ORDER      -  FIRST     CLASS II
 PK0175
 PK0175.The horizontal coordinates were scaled from a map and have
 PK0175.an estimated accuracy of +/- 6 seconds.
 PK0175
 PK0175.The orthometric height was determined by differential leveling and
 PK0175.adjusted by the NATIONAL GEODETIC SURVEY
 PK0175.in June 1991.
 PK0175
 PK0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0175.GEOID18 height accuracy estimate available here.
 PK0175
 PK0175.Click photographs - Photos may exist for this station.
 PK0175
 PK0175.The dynamic height is computed by dividing the NAVD 88
 PK0175.geopotential number by the normal gravity value computed on the
 PK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0175.degrees latitude (g = 980.6199 gals.).
 PK0175
 PK0175.The modeled gravity was interpolated from observed gravity values.
 PK0175
 PK0175;                    North         East    Units  Estimated Accuracy
 PK0175;SPC MI C     -   104,170.    6,066,070.      MT  (+/- 180 meters Scaled)
 PK0175
 PK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK972028(NAD 83)
 PK0175
 PK0175                          SUPERSEDED SURVEY CONTROL
 PK0175
 PK0175.No superseded survey control is available for this station.
 PK0175
 PK0175_MARKER: I = METAL ROD
 PK0175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0175_STAMPING: A 304 1983
 PK0175_MARK LOGO: NGS
 PK0175_PROJECTION: RECESSED 8 CENTIMETERS
 PK0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0175_ROD/PIPE-DEPTH: 11.0 meters
 PK0175
 PK0175  HISTORY     - Date     Condition        Report By
 PK0175  HISTORY     - 1983     MONUMENTED       NGS
 PK0175
 PK0175                          STATION DESCRIPTION
 PK0175
 PK0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0175'2.2 KM (1.35 MI) SOUTH FROM TAWAS CITY.
 PK0175'2.2 KM (1.35 MI) SOUTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0175'CITY TO THE MARK ON THE LEFT, 32.06 METERS (105.2 FT) SOUTHEAST OF THE
 PK0175'CENTERLINE OF LAKE STREET, 9.29 METERS (30.5 FT) NORTHEAST OF A LARGE
 PK0175'PINE TREE, 9.05 METERS (29.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 PK0175'A ONE LEVEL HOUSE, AND 5.36 METERS (17.6 FT) SOUTHWEST OF THE
 PK0175'SOUTHWEST CORNER OF A LARGE METAL BUILDING (TAWAS BUILDING CENTER).
 PK0175'THE MARK IS 1.61 METERS  S FROM A WITNESS POST.
 PK0175'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0149 ***********************************************************************
 PK0149  DESIGNATION -  A 305
 PK0149  PID         -  PK0149
 PK0149  STATE/COUNTY-  MI/ARENAC
 PK0149  COUNTRY     -  US
 PK0149  USGS QUAD   -  OMER (2017)
 PK0149
 PK0149                         *CURRENT SURVEY CONTROL
 PK0149  ______________________________________________________________________
 PK0149* NAD 83(1986) POSITION- 44 04 51.     (N) 083 48 22.     (W)   SCALED
 PK0149* NAVD 88 ORTHO HEIGHT -   188.185 (meters)      617.40  (feet) ADJUSTED
 PK0149  ______________________________________________________________________
 PK0149  GEOID HEIGHT    -        -35.145 (meters)                     GEOID18
 PK0149  DYNAMIC HEIGHT  -        188.154 (meters)      617.30  (feet) COMP
 PK0149  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PK0149
 PK0149  VERT ORDER      -  FIRST     CLASS II
 PK0149
 PK0149.The horizontal coordinates were scaled from a map and have
 PK0149.an estimated accuracy of +/- 6 seconds.
 PK0149
 PK0149.The orthometric height was determined by differential leveling and
 PK0149.adjusted by the NATIONAL GEODETIC SURVEY
 PK0149.in June 1991.
 PK0149
 PK0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0149.GEOID18 height accuracy estimate available here.
 PK0149
 PK0149.Click photographs - Photos may exist for this station.
 PK0149
 PK0149.The dynamic height is computed by dividing the NAVD 88
 PK0149.geopotential number by the normal gravity value computed on the
 PK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0149.degrees latitude (g = 980.6199 gals.).
 PK0149
 PK0149.The modeled gravity was interpolated from observed gravity values.
 PK0149
 PK0149;                    North         East    Units  Estimated Accuracy
 PK0149;SPC MI C     -    85,070.    6,044,900.      MT  (+/- 180 meters Scaled)
 PK0149
 PK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753846(NAD 83)
 PK0149
 PK0149                          SUPERSEDED SURVEY CONTROL
 PK0149
 PK0149.No superseded survey control is available for this station.
 PK0149
 PK0149_MARKER: I = METAL ROD
 PK0149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0149_STAMPING: A 305 1983
 PK0149_MARK LOGO: NGS
 PK0149_PROJECTION: RECESSED 6 CENTIMETERS
 PK0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0149+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0149_ROD/PIPE-DEPTH: 4.57 meters
 PK0149
 PK0149  HISTORY     - Date     Condition        Report By
 PK0149  HISTORY     - 1983     MONUMENTED       NGS
 PK0149  HISTORY     - 20010811 GOOD             USPSQD
 PK0149  HISTORY     - 20051211 GOOD             USPSQD
 PK0149
 PK0149                          STATION DESCRIPTION
 PK0149
 PK0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0149'7.0 KM (4.35 MI) NE FROM OMER.
 PK0149'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0149'ARENAC STATE ROAD IN OMER, THENCE 3.7 KM (2.3 MI) NORTH ALONG STATE
 PK0149'HIGHWAY 65 TO THE MARK ON THE RIGHT, 25.42 METERS (83.4 FT) EAST OF
 PK0149'THE CENTERLINE OF STATE HIGHWAY 65, 19.81 METERS (65.0 FT) WEST OF THE
 PK0149'NORTHWEST CORNER OF A TWO STORY HOUSE, AND 9.20 METERS (30.2 FT) NORTH
 PK0149'OF THE NORTHERNMOST TREE OF A ROW OF THREE.
 PK0149'THE MARK IS 1.37 METERS  W FROM A WITNESS POST.
 PK0149'THE MARK IS 0.91 M BELOW HIGHWAY.
 PK0149
 PK0149                          STATION RECOVERY (2001)
 PK0149
 PK0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PK0149'BENCH MARK IS IN FRONT OF HOUSE AT 1168 M-65.
 PK0149
 PK0149                          STATION RECOVERY (2005)
 PK0149
 PK0149'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0500 ***********************************************************************
 QK0500  DESIGNATION -  A 306
 QK0500  PID         -  QK0500
 QK0500  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0500  COUNTRY     -  US
 QK0500  USGS QUAD   -  OCQUEOC (2017)
 QK0500
 QK0500                         *CURRENT SURVEY CONTROL
 QK0500  ______________________________________________________________________
 QK0500* NAD 83(1986) POSITION- 45 29 32.     (N) 084 05 22.     (W)   SCALED
 QK0500* NAVD 88 ORTHO HEIGHT -   182.431 (meters)      598.53  (feet) ADJUSTED
 QK0500  ______________________________________________________________________
 QK0500  GEOID HEIGHT    -        -36.543 (meters)                     GEOID18
 QK0500  DYNAMIC HEIGHT  -        182.424 (meters)      598.50  (feet) COMP
 QK0500  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 QK0500
 QK0500  VERT ORDER      -  FIRST     CLASS II
 QK0500
 QK0500.The horizontal coordinates were scaled from a map and have
 QK0500.an estimated accuracy of +/- 6 seconds.
 QK0500
 QK0500.The orthometric height was determined by differential leveling and
 QK0500.adjusted by the NATIONAL GEODETIC SURVEY
 QK0500.in June 1991.
 QK0500
 QK0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0500.GEOID18 height accuracy estimate available here.
 QK0500
 QK0500.Click photographs - Photos may exist for this station.
 QK0500
 QK0500.The dynamic height is computed by dividing the NAVD 88
 QK0500.geopotential number by the normal gravity value computed on the
 QK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0500.degrees latitude (g = 980.6199 gals.).
 QK0500
 QK0500.The modeled gravity was interpolated from observed gravity values.
 QK0500
 QK0500;                    North         East    Units  Estimated Accuracy
 QK0500;SPC MI C     -   241,790.    6,021,670.      MT  (+/- 180 meters Scaled)
 QK0500
 QK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR274417(NAD 83)
 QK0500
 QK0500                          SUPERSEDED SURVEY CONTROL
 QK0500
 QK0500.No superseded survey control is available for this station.
 QK0500
 QK0500_MARKER: I = METAL ROD
 QK0500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0500_STAMPING: A 306 1983
 QK0500_MARK LOGO: NGS
 QK0500_PROJECTION: RECESSED 4 CENTIMETERS
 QK0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0500+STABILITY: POSITION/ELEVATION WELL
 QK0500_ROD/PIPE-DEPTH: 37.8 meters
 QK0500_SLEEVE-DEPTH  : 6.09 meters
 QK0500
 QK0500  HISTORY     - Date     Condition        Report By
 QK0500  HISTORY     - 1983     MONUMENTED       NGS
 QK0500  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QK0500
 QK0500                          STATION DESCRIPTION
 QK0500
 QK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0500'24.9 KM (15.5 MI) NW FROM ROGERS CITY.
 QK0500'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0500'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.2 KM (14.40 MI)
 QK0500'NORTHWEST ALONG HIGHWAY 23, SET IN THE LAWN ON THE WEST SIDE OF THE
 QK0500'HURON BEACH AREA FIRE DEPARTMENT METAL BUILDING, 43.89 METERS
 QK0500'(144.0 FT) SOUTH-SOUTHWEST OF THE CENTELINE OF THE HIGHWAY,
 QK0500'29.19 METERS (95.8 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX,
 QK0500'27.12 METERS (89.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A PINK
 QK0500'BRICK HOUSE HOME OF COLLIN STONE, 6.40 METERS (21.0 FT) SOUTHWEST OF
 QK0500'THE NORTHWEST CORNER OF THE FIRE BUILDING, 2.07 METERS (6.8 FT)
 QK0500'WEST-NORTHWEST OF THE WEST FACE OF BUILDING, AND 20.72 METERS
 QK0500'(68.0 FT) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 QK0500'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0500
 QK0500                          STATION RECOVERY (2003)
 QK0500
 QK0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0500'THE FIREHOUSE BUILDING IS NOW ABANDONED AS THE A NEW FIREHOUSE HAS
 QK0500'BEEN BUILT 0.2 MILE NORTH OF THE OLD ONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0214 ***********************************************************************
 PK0214  DESIGNATION -  A 307
 PK0214  PID         -  PK0214
 PK0214  STATE/COUNTY-  MI/IOSCO
 PK0214  COUNTRY     -  US
 PK0214  USGS QUAD   -  OSCODA (2017)
 PK0214
 PK0214                         *CURRENT SURVEY CONTROL
 PK0214  ______________________________________________________________________
 PK0214* NAD 83(1986) POSITION- 44 29 08.     (N) 083 19 08.     (W)   SCALED
 PK0214* NAVD 88 ORTHO HEIGHT -   178.645 (meters)      586.10  (feet) ADJUSTED
 PK0214  ______________________________________________________________________
 PK0214  GEOID HEIGHT    -        -35.478 (meters)                     GEOID18
 PK0214  DYNAMIC HEIGHT  -        178.627 (meters)      586.05  (feet) COMP
 PK0214  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 PK0214
 PK0214  VERT ORDER      -  FIRST     CLASS II
 PK0214
 PK0214.The horizontal coordinates were scaled from a map and have
 PK0214.an estimated accuracy of +/- 6 seconds.
 PK0214
 PK0214.The orthometric height was determined by differential leveling and
 PK0214.adjusted by the NATIONAL GEODETIC SURVEY
 PK0214.in June 1991.
 PK0214
 PK0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0214.GEOID18 height accuracy estimate available here.
 PK0214
 PK0214.Click photographs - Photos may exist for this station.
 PK0214
 PK0214.The dynamic height is computed by dividing the NAVD 88
 PK0214.geopotential number by the normal gravity value computed on the
 PK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0214.degrees latitude (g = 980.6199 gals.).
 PK0214
 PK0214.The modeled gravity was interpolated from observed gravity values.
 PK0214
 PK0214;                    North         East    Units  Estimated Accuracy
 PK0214;SPC MI C     -   130,430.    6,083,340.      MT  (+/- 180 meters Scaled)
 PK0214
 PK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK156284(NAD 83)
 PK0214
 PK0214                          SUPERSEDED SURVEY CONTROL
 PK0214
 PK0214.No superseded survey control is available for this station.
 PK0214
 PK0214_MARKER: I = METAL ROD
 PK0214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0214_STAMPING: A 307 1983
 PK0214_MARK LOGO: NGS
 PK0214_PROJECTION: FLUSH
 PK0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0214+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0214_ROD/PIPE-DEPTH: 9.14 meters
 PK0214
 PK0214  HISTORY     - Date     Condition        Report By
 PK0214  HISTORY     - 1983     MONUMENTED       NGS
 PK0214  HISTORY     - 20050731 GOOD             USPSQD
 PK0214
 PK0214                          STATION DESCRIPTION
 PK0214
 PK0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0214'7.5 KM (4.65 MI) NORTH FROM OSCODA.
 PK0214'7.5 KM (4.65 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0214'RIVER ROAD IN OSCODA TO THE JUNCTION OF TREY DRIVE AND THE MARK ON THE
 PK0214'LEFT, 54.77 METERS (179.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0214'22.80 METERS (74.8 FT) EAST OF THE SOUTHEAST CORNER OF A ONE LEVEL
 PK0214'WOOD HOUSE, 22.03 METERS (72.3 FT) NORTHWEST OF THE NORTHWEST CORNER
 PK0214'OF A SMALL ONE LEVEL HOUSE, 6.43 METERS (21.1 FT) NORTH OF THE
 PK0214'APPROXIMATE CENTER OF TREY DRIVE, AND 1.43 METERS (4.7 FT) EAST OF A
 PK0214'POWERLINE POLE.
 PK0214'THE MARK IS 0.73 METERS  E FROM A WITNESS POST.
 PK0214'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND DRIVE.
 PK0214
 PK0214                          STATION RECOVERY (2005)
 PK0214
 PK0214'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0157 ***********************************************************************
 QJ0157  DESIGNATION -  A 308
 QJ0157  PID         -  QJ0157
 QJ0157  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0157  COUNTRY     -  US
 QJ0157  USGS QUAD   -  POSEN (2017)
 QJ0157
 QJ0157                         *CURRENT SURVEY CONTROL
 QJ0157  ______________________________________________________________________
 QJ0157* NAD 83(1986) POSITION- 45 20 19.72   (N) 083 41 41.37   (W)   HD_HELD1
 QJ0157* NAVD 88 ORTHO HEIGHT -   209.245 (meters)      686.50  (feet) ADJUSTED
 QJ0157  ______________________________________________________________________
 QJ0157  GEOID HEIGHT    -        -36.816 (meters)                     GEOID18
 QJ0157  DYNAMIC HEIGHT  -        209.233 (meters)      686.46  (feet) COMP
 QJ0157  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 QJ0157
 QJ0157  VERT ORDER      -  FIRST     CLASS II
 QJ0157
 QJ0157.The horizontal coordinates were determined by differentially corrected
 QJ0157.hand held GPS observations or other comparable positioning techniques
 QJ0157.and have an estimated accuracy of +/- 3 meters.
 QJ0157
 QJ0157.The orthometric height was determined by differential leveling and
 QJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0157.in June 1991.
 QJ0157
 QJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0157.GEOID18 height accuracy estimate available here.
 QJ0157
 QJ0157.Click photographs - Photos may exist for this station.
 QJ0157
 QJ0157.The dynamic height is computed by dividing the NAVD 88
 QJ0157.geopotential number by the normal gravity value computed on the
 QJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0157.degrees latitude (g = 980.6199 gals.).
 QJ0157
 QJ0157.The modeled gravity was interpolated from observed gravity values.
 QJ0157
 QJ0157;                    North         East    Units  Estimated Accuracy
 QJ0157;SPC MI C     -   224,920.8   6,052,655.5     MT  (+/- 3 meters HH1 GPS) 
 QJ0157
 QJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8886224122(NAD 83)
 QJ0157
 QJ0157                          SUPERSEDED SURVEY CONTROL
 QJ0157
 QJ0157.No superseded survey control is available for this station.
 QJ0157
 QJ0157_MARKER: DV = VERTICAL CONTROL DISK
 QJ0157_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0157_STAMPING: A 308 1983
 QJ0157_MARK LOGO: NGS
 QJ0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0157+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0157
 QJ0157  HISTORY     - Date     Condition        Report By
 QJ0157  HISTORY     - 1983     MONUMENTED       NGS
 QJ0157  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QJ0157  HISTORY     - 20060130 GOOD             MIDT
 QJ0157  HISTORY     - 20070619 GOOD             MIDT
 QJ0157  HISTORY     - 20250806 MARK NOT FOUND   MIDT
 QJ0157
 QJ0157                          STATION DESCRIPTION
 QJ0157
 QJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0157'14.8 KM (9.2 MI) SE FROM ROGERS CITY.
 QJ0157'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0157'FROM THE POST OFFICE IN ROGERS CITY, THENCE 9.9 KM (6.15 MI) SOUTHEAST
 QJ0157'ALONG U.S. HIGHWAY 23 AT A POINT ABOUT 0.4 KM (0.25 MI) SOUTH OF THE
 QJ0157'JUNCTION OF STATE HIGHWAY 65, IS ABOUT 0.1 KM (0.05 MI) WEST OF A
 QJ0157'PRIVATE DRIVE LEADING SOUTH, A DISK CEMENTED IN TOP OF A ROCK SHELF
 QJ0157'ABOUT 0.3 METER (1.0 FT) BELOW THE HIGHWAY, ABOUT 0.3 METER (1.0 FT)
 QJ0157'ABOVE THE BOTTOM OF THE ROADSIDE DITCH, 9.14 METERS (30.0 FT)
 QJ0157'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 23, 95.70 METERS
 QJ0157'(314.0 FT) WEST-SOUTHWEST OF HIGHWAY JUNCTION METERS 65 ROAD SIGN,
 QJ0157'81.38 METERS (267.0 FT) EAST-NORTHEAST OF THE CENTER OF THE PRIVATE
 QJ0157'DRIVE LEADING SOUTH, 11.27 METERS (37.0 FT) WEST-SOUTHWEST AND ACROSS
 QJ0157'THE HIGHWAY FROM THE WEST END OF A METAL GUARDRAIL, 1.06 METERS
 QJ0157'(3.5 FT) NORTH-NORTHEAST OF A 0.9-METER (3.0-FT) HIGH ROCK BANK, AND
 QJ0157'1.21 METERS (4.0 FT) SOUTHWEST OF A WITNESS POST.
 QJ0157'THE MARK IS 0.70 METERS  SE FROM A WITNESS POST.
 QJ0157'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QJ0157
 QJ0157                          STATION RECOVERY (2003)
 QJ0157
 QJ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0157'MARK NOT FOUND.
 QJ0157
 QJ0157                          STATION RECOVERY (2006)
 QJ0157
 QJ0157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0157'RECOVERED IN GOOD CONDITION.
 QJ0157
 QJ0157                          STATION RECOVERY (2007)
 QJ0157
 QJ0157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0157'RECOVERED AS DESCRIBED.
 QJ0157
 QJ0157                          STATION RECOVERY (2025)
 QJ0157
 QJ0157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QJ0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0245 ***********************************************************************
 PK0245  DESIGNATION -  A 309
 PK0245  PID         -  PK0245
 PK0245  STATE/COUNTY-  MI/ALCONA
 PK0245  COUNTRY     -  US
 PK0245  USGS QUAD   -  BLACK RIVER (2017)
 PK0245
 PK0245                         *CURRENT SURVEY CONTROL
 PK0245  ______________________________________________________________________
 PK0245* NAD 83(1986) POSITION- 44 47 40.     (N) 083 20 12.     (W)   SCALED
 PK0245* NAVD 88 ORTHO HEIGHT -   201.197 (meters)      660.09  (feet) ADJUSTED
 PK0245  ______________________________________________________________________
 PK0245  GEOID HEIGHT    -        -36.060 (meters)                     GEOID18
 PK0245  DYNAMIC HEIGHT  -        201.179 (meters)      660.03  (feet) COMP
 PK0245  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 PK0245
 PK0245  VERT ORDER      -  FIRST     CLASS II
 PK0245
 PK0245.The horizontal coordinates were scaled from a map and have
 PK0245.an estimated accuracy of +/- 6 seconds.
 PK0245
 PK0245.The orthometric height was determined by differential leveling and
 PK0245.adjusted by the NATIONAL GEODETIC SURVEY
 PK0245.in June 1991.
 PK0245
 PK0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0245.GEOID18 height accuracy estimate available here.
 PK0245
 PK0245.Click photographs - Photos may exist for this station.
 PK0245
 PK0245.The dynamic height is computed by dividing the NAVD 88
 PK0245.geopotential number by the normal gravity value computed on the
 PK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0245.degrees latitude (g = 980.6199 gals.).
 PK0245
 PK0245.The modeled gravity was interpolated from observed gravity values.
 PK0245
 PK0245;                    North         East    Units  Estimated Accuracy
 PK0245;SPC MI C     -   164,730.    6,081,490.      MT  (+/- 180 meters Scaled)
 PK0245
 PK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK151627(NAD 83)
 PK0245
 PK0245                          SUPERSEDED SURVEY CONTROL
 PK0245
 PK0245.No superseded survey control is available for this station.
 PK0245
 PK0245_MARKER: I = METAL ROD
 PK0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0245_STAMPING: A 309 1983
 PK0245_MARK LOGO: NGS
 PK0245_PROJECTION: FLUSH
 PK0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0245+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0245_ROD/PIPE-DEPTH: 6.09 meters
 PK0245
 PK0245  HISTORY     - Date     Condition        Report By
 PK0245  HISTORY     - 1983     MONUMENTED       NGS
 PK0245  HISTORY     - 19960511 GOOD             USPSQD
 PK0245  HISTORY     - 20050829 GOOD             USPSQD
 PK0245  HISTORY     - 20070726 GOOD             INDIV
 PK0245
 PK0245                          STATION DESCRIPTION
 PK0245
 PK0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0245'16.2 KM (10.05 MI) NORT FROM HARRISVILLE.
 PK0245'16.2 KM (10.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0245'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE LEFT,
 PK0245'24.99 METERS (82.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0245'24.74 METERS (81.2 FT) EAST OF A LIGHT POLE, 18.59 METERS (61.0 FT)
 PK0245'NORTH OF THE APPROXIMATE CENTER OF A DRIVE TO A HOUSE, 10.76 METERS
 PK0245'(35.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A ONE LEVEL HOUSE,
 PK0245'2.71 METERS (8.9 FT) EAST OF THE GUY WIRE ANCHOR FOR A POWERLINE POLE,
 PK0245'AND 1.40 METERS (4.6 FT) WEST OF A POWERLINE POLE.
 PK0245'THE MARK IS 1.34 METERS  W FROM A WITNESS POST.
 PK0245'THE MARK IS 1.23 M ABOVE HIGHWAY.
 PK0245
 PK0245                          STATION RECOVERY (1996)
 PK0245
 PK0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0245'RECOVERED IN GOOD CONDITION.
 PK0245
 PK0245                          STATION RECOVERY (2005)
 PK0245
 PK0245'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0245'RECOVERED IN GOOD CONDITION.
 PK0245
 PK0245                          STATION RECOVERY (2007)
 PK0245
 PK0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (NQ)
 PK0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0132 ***********************************************************************
 QL0132  DESIGNATION -  A 31
 QL0132  PID         -  QL0132
 QL0132  STATE/COUNTY-  MI/DELTA
 QL0132  COUNTRY     -  US
 QL0132  USGS QUAD   -  FORD RIVER (2017)
 QL0132
 QL0132                         *CURRENT SURVEY CONTROL
 QL0132  ______________________________________________________________________
 QL0132* NAD 83(1986) POSITION- 45 44 29.     (N) 087 09 30.     (W)   SCALED
 QL0132* NAVD 88 ORTHO HEIGHT -   208.154 (meters)      682.92  (feet) ADJUSTED
 QL0132  ______________________________________________________________________
 QL0132  GEOID HEIGHT    -        -35.683 (meters)                     GEOID18
 QL0132  DYNAMIC HEIGHT  -        208.154 (meters)      682.92  (feet) COMP
 QL0132  MODELED GRAVITY -    980,613.5   (mgal)                       NAVD 88
 QL0132
 QL0132  VERT ORDER      -  FIRST     CLASS II
 QL0132
 QL0132.The horizontal coordinates were scaled from a map and have
 QL0132.an estimated accuracy of +/- 6 seconds.
 QL0132
 QL0132.The orthometric height was determined by differential leveling and
 QL0132.adjusted by the NATIONAL GEODETIC SURVEY
 QL0132.in June 1991.
 QL0132
 QL0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0132.GEOID18 height accuracy estimate available here.
 QL0132
 QL0132.Click photographs - Photos may exist for this station.
 QL0132
 QL0132.The dynamic height is computed by dividing the NAVD 88
 QL0132.geopotential number by the normal gravity value computed on the
 QL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0132.degrees latitude (g = 980.6199 gals.).
 QL0132
 QL0132.The modeled gravity was interpolated from observed gravity values.
 QL0132
 QL0132;                    North         East    Units  Estimated Accuracy
 QL0132;SPC MI N     -   106,500.    7,987,680.      MT  (+/- 180 meters Scaled)
 QL0132
 QL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR876653(NAD 83)
 QL0132
 QL0132                          SUPERSEDED SURVEY CONTROL
 QL0132
 QL0132  NGVD 29 (??/??/92)  208.174  (m)          682.98   (f) ADJ UNCH    1 2
 QL0132
 QL0132.Superseded values are not recommended for survey control.
 QL0132
 QL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0132.See file dsdata.pdf to determine how the superseded data were derived.
 QL0132
 QL0132_MARKER: DB = BENCH MARK DISK
 QL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0132_STAMPING: 682.984 A 31 1930
 QL0132_MARK LOGO: CGS
 QL0132_PROJECTION: FLUSH
 QL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0132+STABILITY: SURFACE MOTION
 QL0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0132+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 QL0132
 QL0132  HISTORY     - Date     Condition        Report By
 QL0132  HISTORY     - 1930     MONUMENTED       CGS
 QL0132  HISTORY     - 1934     GOOD             CGS
 QL0132  HISTORY     - 1982     GOOD             MIDH
 QL0132  HISTORY     - 19960808 GOOD             USPSQD
 QL0132  HISTORY     - 20021122 GOOD             USPSQD
 QL0132  HISTORY     - 20051117 GOOD             USPSQD
 QL0132  HISTORY     - 20061118 GOOD             USPSQD
 QL0132  HISTORY     - 20190924 GOOD             INDIV
 QL0132
 QL0132                          STATION DESCRIPTION
 QL0132
 QL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0132'4.2 MI W FROM ESCANABA.
 QL0132'4.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0132'ESCANABA, DELTA COUNTY, 0.5 MILE EAST OF THE BOX-CAR STATION
 QL0132'AT PINE RIDGE, AT A PRIVATE-ROAD CROSSING KNOWN AS THE KROMER
 QL0132'CROSSING, 23.1 FEET EAST OF THE ROAD, AND 25.6 FEET NORTH OF
 QL0132'THE NORTH RAIL.  A STANDARD DISK, STAMPED 682.984 A 31 1930
 QL0132'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QL0132'GROUND.
 QL0132
 QL0132                          STATION RECOVERY (1982)
 QL0132
 QL0132'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 QL0132'3.8 MILES WEST ALONG US-2 AND US-41 FROM THE JUNCTION OF M-35 IN
 QL0132'ESCANABA, DELTA COUNTY, AT SAVAGE AUTO REPAIR SHOP, 202 FEET NORTH OF
 QL0132'THE CENTERLINE OF US-2 AND US-41, 82 FEET NORTHWEST OF THE NORTHEAST
 QL0132'CORNER OF A METAL BUILDING USED TO STORE TRACTOR TRAILERS, 25.2 FEET
 QL0132'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 24.6 FEET SOUTH OF A
 QL0132'TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST, AND PROJECTING
 QL0132'ABOUT 1 INCH ABOVE THE GROUND.
 QL0132
 QL0132                          STATION RECOVERY (1996)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0132'RECOVERED IN GOOD CONDITION.
 QL0132
 QL0132                          STATION RECOVERY (2002)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0132'RECOVERED IN GOOD CONDITION.
 QL0132
 QL0132                          STATION RECOVERY (2005)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0132'LARGE BUILDING IN DESCRIPTION HAS BURNED DOWN.  CEMENT SLAB REMAINS.
 QL0132'WALK NORTH BETWEEN SLAB AND SMALL BUILDING AND CROSS RR TRACKS.
 QL0132'PROCEED ONTO EMBANKMENT TO MARK.  WITNESS POST IS PRESENT.
 QL0132
 QL0132                          STATION RECOVERY (2006)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0132'RECOVERED IN GOOD CONDITION.
 QL0132
 QL0132                          STATION RECOVERY (2019)
 QL0132
 QL0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (GC)
 QL0132'THE MARK IS LOCATED 25 FT (7.6 M) NORTH OF THE RAILROAD TRACKS UNDER
 QL0132'SOME PINE TREES. THERE IS DENSE TREE COVER 180 DEGREES TO THE NORTH OF
 QL0132'THE MARK, LESS DENSE TO THE SOUTH, BUT OBSTRUCTING GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0092 ***********************************************************************
 QJ0092  DESIGNATION -  A 310
 QJ0092  PID         -  QJ0092
 QJ0092  STATE/COUNTY-  MI/ALPENA
 QJ0092  COUNTRY     -  US
 QJ0092  USGS QUAD   -  ALPENA (2017)
 QJ0092
 QJ0092                         *CURRENT SURVEY CONTROL
 QJ0092  ______________________________________________________________________
 QJ0092* NAD 83(1986) POSITION- 45 01 45.     (N) 083 27 52.     (W)   SCALED
 QJ0092* NAVD 88 ORTHO HEIGHT -   181.636 (meters)      595.92  (feet) ADJUSTED
 QJ0092  ______________________________________________________________________
 QJ0092  GEOID HEIGHT    -        -36.445 (meters)                     GEOID18
 QJ0092  DYNAMIC HEIGHT  -        181.622 (meters)      595.87  (feet) COMP
 QJ0092  MODELED GRAVITY -    980,541.8   (mgal)                       NAVD 88
 QJ0092  OBS GRAVITY     -    980,544.0   (mgal)                       GRAV_OBS
 QJ0092
 QJ0092  VERT ORDER      -  FIRST     CLASS II
 QJ0092
 QJ0092.The horizontal coordinates were scaled from a map and have
 QJ0092.an estimated accuracy of +/- 6 seconds.
 QJ0092
 QJ0092.The orthometric height was determined by differential leveling and
 QJ0092.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0092.in June 1991.
 QJ0092
 QJ0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0092.GEOID18 height accuracy estimate available here.
 QJ0092
 QJ0092.Click photographs - Photos may exist for this station.
 QJ0092
 QJ0092.The dynamic height is computed by dividing the NAVD 88
 QJ0092.geopotential number by the normal gravity value computed on the
 QJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0092.degrees latitude (g = 980.6199 gals.).
 QJ0092
 QJ0092.The modeled gravity was interpolated from observed gravity values.
 QJ0092
 QJ0092.The observed gravity was obtained from relative gravimeter ties
 QJ0092.to the IGSN71 gravity network.
 QJ0092
 QJ0092;                    North         East    Units  Estimated Accuracy
 QJ0092;SPC MI C     -   190,690.    6,071,090.      MT  (+/- 180 meters Scaled)
 QJ0092
 QJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK058891(NAD 83)
 QJ0092
 QJ0092                          SUPERSEDED SURVEY CONTROL
 QJ0092
 QJ0092.No superseded survey control is available for this station.
 QJ0092
 QJ0092_MARKER: F = FLANGE-ENCASED ROD
 QJ0092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0092_STAMPING: A 310 1983
 QJ0092_MARK LOGO: NGS
 QJ0092_PROJECTION: FLUSH
 QJ0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0092+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2025
 QJ0092_ROD/PIPE-DEPTH: 8.53 meters
 QJ0092
 QJ0092  HISTORY     - Date     Condition        Report By
 QJ0092  HISTORY     - 1983     MONUMENTED       NGS
 QJ0092  HISTORY     - 19990515 GOOD             USPSQD
 QJ0092  HISTORY     - 20251125 GOOD             INDIV
 QJ0092
 QJ0092                          STATION DESCRIPTION
 QJ0092
 QJ0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0092'5.9 KM (3.65 MI) SOUTH FROM ALPENA.
 QJ0092'5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0092'ALPENA TO THE JUNCTION OF PINE ROAD AND THE MARK ON THE RIGHT,
 QJ0092'28.71 METERS (94.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0092'16.31 METERS (53.5 FT) WEST-SOUTHWEST OF THE CENTER METAL CULVERT
 QJ0092'UNDER PINE ROAD, 10.36 METERS (34.0 FT) EAST OF THE NORTHEAST CORNER
 QJ0092'OF A ONE LEVEL WOOD HOUSE, 9.14 METERS (30.0 FT) SOUTH OF THE
 QJ0092'APPROXIMATE CENTER OF PINE ROAD, AND 0.91 METER (3.0 FT) SOUTHWEST OF
 QJ0092'A POWERLINE POLE.
 QJ0092'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 QJ0092'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0092
 QJ0092                          STATION RECOVERY (1999)
 QJ0092
 QJ0092'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0092'RECOVERED IN GOOD CONDITION.
 QJ0092
 QJ0092                          STATION RECOVERY (2025)
 QJ0092
 QJ0092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0092'LOCATED UNDER TELECOM LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0445 ***********************************************************************
 QK0445  DESIGNATION -  A 311
 QK0445  PID         -  QK0445
 QK0445  STATE/COUNTY-  MI/EMMET
 QK0445  COUNTRY     -  US
 QK0445  USGS QUAD   -  PETOSKEY (2017)
 QK0445
 QK0445                         *CURRENT SURVEY CONTROL
 QK0445  ______________________________________________________________________
 QK0445* NAD 83(1986) POSITION- 45 22 26.     (N) 084 57 28.     (W)   SCALED
 QK0445* NAVD 88 ORTHO HEIGHT -   179.840 (meters)      590.03  (feet) ADJUSTED
 QK0445  ______________________________________________________________________
 QK0445  GEOID HEIGHT    -        -35.194 (meters)                     GEOID18
 QK0445  DYNAMIC HEIGHT  -        179.835 (meters)      590.01  (feet) COMP
 QK0445  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QK0445
 QK0445  VERT ORDER      -  FIRST     CLASS II
 QK0445
 QK0445.The horizontal coordinates were scaled from a map and have
 QK0445.an estimated accuracy of +/- 6 seconds.
 QK0445
 QK0445.The orthometric height was determined by differential leveling and
 QK0445.adjusted by the NATIONAL GEODETIC SURVEY
 QK0445.in June 1991.
 QK0445
 QK0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0445.GEOID18 height accuracy estimate available here.
 QK0445
 QK0445.Click photographs - Photos may exist for this station.
 QK0445
 QK0445.The dynamic height is computed by dividing the NAVD 88
 QK0445.geopotential number by the normal gravity value computed on the
 QK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0445.degrees latitude (g = 980.6199 gals.).
 QK0445
 QK0445.The modeled gravity was interpolated from observed gravity values.
 QK0445
 QK0445;                    North         East    Units  Estimated Accuracy
 QK0445;SPC MI C     -   228,770.    5,953,700.      MT  (+/- 180 meters Scaled)
 QK0445
 QK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599265(NAD 83)
 QK0445
 QK0445                          SUPERSEDED SURVEY CONTROL
 QK0445
 QK0445.No superseded survey control is available for this station.
 QK0445
 QK0445_MARKER: I = METAL ROD
 QK0445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0445_STAMPING: A 311 1984
 QK0445_MARK LOGO: NGS
 QK0445_PROJECTION: FLUSH
 QK0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0445+STABILITY: POSITION/ELEVATION WELL
 QK0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0445+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 QK0445_ROD/PIPE-DEPTH: 6.1 meters
 QK0445_SLEEVE-DEPTH  : 3.3 meters
 QK0445
 QK0445  HISTORY     - Date     Condition        Report By
 QK0445  HISTORY     - 1984     MONUMENTED       NGS
 QK0445  HISTORY     - 20010124 GOOD             USPSQD
 QK0445  HISTORY     - 20011124 GOOD             USPSQD
 QK0445  HISTORY     - 20141212 GOOD             GCESI
 QK0445
 QK0445                          STATION DESCRIPTION
 QK0445
 QK0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0445'IN PETOSKEY.
 QK0445'IN PETOSKEY, ON THE LAKE FRONT AND AT THE OLD RAILROAD DEPOT (NOW A
 QK0445'MUSEUM) AT THE CITY PARK, 3.6 METERS (11.8 FT) SOUTH OF THE SOUTH RAIL
 QK0445'OF THE RAILROAD, 23.1 METERS (75.7 FT) NORTHEAST OF A 30-INCH DIAMETER
 QK0445'MAPLE TREE, 4.8 METERS (16.0 FT) EAST-SOUTHEAST OF A ROUND 24-INCH
 QK0445'DIAMETER MANHOLE COVER AND 1.9 METERS (6.3 FT) NORTHWEST OF THE
 QK0445'NORTHWEST PORCH CORNER OF THE MUSEUM.
 QK0445'THE MARK IS 0.3 M ABOVE SOUTH RAIL OF TRACK.
 QK0445
 QK0445                          STATION RECOVERY (2001)
 QK0445
 QK0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0445'RECOVERED IN GOOD CONDITION.
 QK0445
 QK0445                          STATION RECOVERY (2001)
 QK0445
 QK0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0445'RECOVERED IN GOOD CONDITION.
 QK0445
 QK0445                          STATION RECOVERY (2014)
 QK0445
 QK0445'RECOVERY NOTE BY GOSLING CZUBAK ENGINEERING 2014 (CJP)
 QK0445'RECOVERED DURING MDOT PROJECT FOR US-31. ELEVATION CHECKS WELL TO
 QK0445'OTHER KNOWN BENCHMARKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0477 ***********************************************************************
 QK0477  DESIGNATION -  A 312
 QK0477  PID         -  QK0477
 QK0477  STATE/COUNTY-  MI/CHARLEVOIX
 QK0477  COUNTRY     -  US
 QK0477  USGS QUAD   -  ATWOOD (2017)
 QK0477
 QK0477                         *CURRENT SURVEY CONTROL
 QK0477  ______________________________________________________________________
 QK0477* NAD 83(1986) POSITION- 45 13 49.0    (N) 085 21 13.9    (W)   HD_HELD2
 QK0477* NAVD 88 ORTHO HEIGHT -   228.127 (meters)      748.45  (feet) ADJUSTED
 QK0477  ______________________________________________________________________
 QK0477  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 QK0477  DYNAMIC HEIGHT  -        228.123 (meters)      748.43  (feet) COMP
 QK0477  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QK0477
 QK0477  VERT ORDER      -  FIRST     CLASS II
 QK0477
 QK0477.The horizontal coordinates were established by autonomous hand held GPS
 QK0477.observations and have an estimated accuracy of +/- 10 meters.
 QK0477
 QK0477.The orthometric height was determined by differential leveling and
 QK0477.adjusted by the NATIONAL GEODETIC SURVEY
 QK0477.in June 1991.
 QK0477
 QK0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0477.GEOID18 height accuracy estimate available here.
 QK0477
 QK0477.Click photographs - Photos may exist for this station.
 QK0477
 QK0477.The dynamic height is computed by dividing the NAVD 88
 QK0477.geopotential number by the normal gravity value computed on the
 QK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0477.degrees latitude (g = 980.6199 gals.).
 QK0477
 QK0477.The modeled gravity was interpolated from observed gravity values.
 QK0477
 QK0477;                    North         East    Units  Estimated Accuracy
 QK0477;SPC MI C     -   213,113.    5,922,483.      MT  (+/- 10 meters HH2 GPS)
 QK0477
 QK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2922009849(NAD 83)
 QK0477
 QK0477                          SUPERSEDED SURVEY CONTROL
 QK0477
 QK0477.No superseded survey control is available for this station.
 QK0477
 QK0477_MARKER: F = FLANGE-ENCASED ROD
 QK0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0477_STAMPING: A 312 1984
 QK0477_MARK LOGO: NGS
 QK0477_PROJECTION: FLUSH
 QK0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0477+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 QK0477_ROD/PIPE-DEPTH: 6.0 meters
 QK0477
 QK0477  HISTORY     - Date     Condition        Report By
 QK0477  HISTORY     - 1984     MONUMENTED       NGS
 QK0477  HISTORY     - 20010524 GOOD             INDIV
 QK0477  HISTORY     - 20110416 GOOD             GEOCAC
 QK0477  HISTORY     - 20170919 GOOD             INDIV
 QK0477
 QK0477                          STATION DESCRIPTION
 QK0477
 QK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0477'12.8 KM (8.0 MI) SOUTH FROM CHARLEVOIX.
 QK0477'12.8 KM (8.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0477'IN CHARLEVOIX, 0.2 KM (0.1 MI) NORTH ALONG BARNARD ROAD, 26.2 METERS
 QK0477'(86.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 METERS
 QK0477'(3.5 FT) SOUTH OF A 6-INCH BY 6-INCH CONCRETE POST PROJECTING 18
 QK0477'INCHES (USGS BM 79 RC 1951).
 QK0477'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QK0477'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 QK0477
 QK0477                          STATION RECOVERY (2001)
 QK0477
 QK0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0477'STATION IS 0.1 MI NORTH OF BARNARD ROAD NOT ALONG BARNARD ROAD.
 QK0477'STATION IS 2.7 METERS (9 FT) SW OF A SMALL APPLE TREE IN THE EAST EDGE
 QK0477'OF A WOODS LINE.
 QK0477
 QK0477                          STATION RECOVERY (2011)
 QK0477
 QK0477'RECOVERY NOTE BY GEOCACHING 2011 (CYC)
 QK0477'RECOVERED IN GOOD CONDITION.
 QK0477
 QK0477                          STATION RECOVERY (2017)
 QK0477
 QK0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (AS)
 QK0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0366 ***********************************************************************
 PL0366  DESIGNATION -  A 313
 PL0366  PID         -  PL0366
 PL0366  STATE/COUNTY-  MI/ANTRIM
 PL0366  COUNTRY     -  US
 PL0366  USGS QUAD   -  ELK RAPIDS (2017)
 PL0366
 PL0366                         *CURRENT SURVEY CONTROL
 PL0366  ______________________________________________________________________
 PL0366* NAD 83(1986) POSITION- 44 53 08.     (N) 085 25 04.     (W)   SCALED
 PL0366* NAVD 88 ORTHO HEIGHT -   199.085 (meters)      653.16  (feet) ADJUSTED
 PL0366  ______________________________________________________________________
 PL0366  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 PL0366  DYNAMIC HEIGHT  -        199.076 (meters)      653.14  (feet) COMP
 PL0366  MODELED GRAVITY -    980,568.0   (mgal)                       NAVD 88
 PL0366
 PL0366  VERT ORDER      -  FIRST     CLASS II
 PL0366
 PL0366.The horizontal coordinates were scaled from a map and have
 PL0366.an estimated accuracy of +/- 6 seconds.
 PL0366
 PL0366.The orthometric height was determined by differential leveling and
 PL0366.adjusted by the NATIONAL GEODETIC SURVEY
 PL0366.in June 1991.
 PL0366
 PL0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0366.GEOID18 height accuracy estimate available here.
 PL0366
 PL0366.Click photographs - Photos may exist for this station.
 PL0366
 PL0366.The dynamic height is computed by dividing the NAVD 88
 PL0366.geopotential number by the normal gravity value computed on the
 PL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0366.degrees latitude (g = 980.6199 gals.).
 PL0366
 PL0366.The modeled gravity was interpolated from observed gravity values.
 PL0366
 PL0366;                    North         East    Units  Estimated Accuracy
 PL0366;SPC MI C     -   174,870.    5,916,970.      MT  (+/- 180 meters Scaled)
 PL0366
 PL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ249714(NAD 83)
 PL0366
 PL0366                          SUPERSEDED SURVEY CONTROL
 PL0366
 PL0366.No superseded survey control is available for this station.
 PL0366
 PL0366_MARKER: I = METAL ROD
 PL0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0366_STAMPING: A 313 1984
 PL0366_MARK LOGO: NGS
 PL0366_PROJECTION: FLUSH
 PL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0366_ROD/PIPE-DEPTH: 6.0 meters
 PL0366
 PL0366  HISTORY     - Date     Condition        Report By
 PL0366  HISTORY     - 1984     MONUMENTED       NGS
 PL0366  HISTORY     - 19950528 GOOD             USPSQD
 PL0366  HISTORY     - 19991109 GOOD             USPSQD
 PL0366  HISTORY     - 20040530 GOOD             USPSQD
 PL0366  HISTORY     - 20061021 GOOD             USPSQD
 PL0366
 PL0366                          STATION DESCRIPTION
 PL0366
 PL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0366'1.6 KM (1.0 MI) SW FROM ELK RAPIDS.
 PL0366'1.6 KM (1.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0366'RIVER STREET IN ELK RAPIDS, AT LAMOREAUX ROAD LEADING WEST AND A
 PL0366'POWERLINE CROSSING, 23.4 METERS (77.0 FT) NORTHWEST OF THE CENTERLINE
 PL0366'OF THE HIGHWAY, 9.1 METERS (30.0 FT) NORTHEAST OF THE CENTERLINE OF
 PL0366'LAMOREAUX ROAD, AND 0.7 METER (2.5 FT) SOUTHEAST OF A POWERLINE POLE
 PL0366'WITH THREE GUY WIRES ATTACHED.
 PL0366'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 PL0366'THE MARK IS 2.4 M ABOVE CENTERLINE OF HIGHWAY.
 PL0366
 PL0366                          STATION RECOVERY (1995)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0366'RECOVERED IN GOOD CONDITION.
 PL0366
 PL0366                          STATION RECOVERY (1999)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0366'RECOVERED IN GOOD CONDITION.
 PL0366
 PL0366                          STATION RECOVERY (2004)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 PL0366'RECOVERED IN GOOD CONDITION.
 PL0366
 PL0366                          STATION RECOVERY (2006)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 PL0366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0395 ***********************************************************************
 PL0395  DESIGNATION -  A 314
 PL0395  PID         -  PL0395
 PL0395  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0395  COUNTRY     -  US
 PL0395  USGS QUAD   -  GRAWN (2017)
 PL0395
 PL0395                         *CURRENT SURVEY CONTROL
 PL0395  ______________________________________________________________________
 PL0395* NAD 83(1986) POSITION- 44 42 14.     (N) 085 39 06.     (W)   SCALED
 PL0395* NAVD 88 ORTHO HEIGHT -   271.342 (meters)      890.23  (feet) ADJUSTED
 PL0395  ______________________________________________________________________
 PL0395  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 PL0395  DYNAMIC HEIGHT  -        271.316 (meters)      890.14  (feet) COMP
 PL0395  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 PL0395
 PL0395  VERT ORDER      -  FIRST     CLASS II
 PL0395
 PL0395.The horizontal coordinates were scaled from a map and have
 PL0395.an estimated accuracy of +/- 6 seconds.
 PL0395
 PL0395.The orthometric height was determined by differential leveling and
 PL0395.adjusted by the NATIONAL GEODETIC SURVEY
 PL0395.in June 1991.
 PL0395
 PL0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0395.GEOID18 height accuracy estimate available here.
 PL0395
 PL0395.Click photographs - Photos may exist for this station.
 PL0395
 PL0395.The dynamic height is computed by dividing the NAVD 88
 PL0395.geopotential number by the normal gravity value computed on the
 PL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0395.degrees latitude (g = 980.6199 gals.).
 PL0395
 PL0395.The modeled gravity was interpolated from observed gravity values.
 PL0395
 PL0395;                    North         East    Units  Estimated Accuracy
 PL0395;SPC MI C     -   154,960.    5,898,170.      MT  (+/- 180 meters Scaled)
 PL0395
 PL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ068509(NAD 83)
 PL0395
 PL0395                          SUPERSEDED SURVEY CONTROL
 PL0395
 PL0395.No superseded survey control is available for this station.
 PL0395
 PL0395_MARKER: I = METAL ROD
 PL0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0395_STAMPING: A 314 1984
 PL0395_MARK LOGO: NGS
 PL0395_PROJECTION: FLUSH
 PL0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0395_ROD/PIPE-DEPTH: 23.1 meters
 PL0395
 PL0395  HISTORY     - Date     Condition        Report By
 PL0395  HISTORY     - 1984     MONUMENTED       NGS
 PL0395  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 PL0395
 PL0395                          STATION DESCRIPTION
 PL0395
 PL0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0395'7.7 KM (4.8 MI) SOUTH FROM TRAVERSE CITY.
 PL0395'7.7 KM (4.85 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0395'STATE HIGHWAYS M 22, M 72 AND M 37 IN THE WEST SIDE OF TRAVERSE CITY,
 PL0395'AT A ROADSIDE PARK EAST, IN THE WEST END OF A GRASS ISLAND,
 PL0395'39.0 METERS (128.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0395'24.23 METERS (79.5 FT) EAST-SOUTHEAST OF A SIGN (BLUE STAR MEMORIAL
 PL0395'HIGHWAY), 22.4 METERS (73.5 FT) NORTH OF THE CENTER OF THE BASE OF A
 PL0395'CONCRETE STEP, 13.86 METERS (45.5 FT) NORTH-NORTHEAST OF A HAND WELL
 PL0395'PUMP, AND 1.21 METERS (4.0 FT) EAST OF THE NORTH EDGE OF THE GRASS
 PL0395'ISLAND.
 PL0395'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 PL0395'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0395
 PL0395                          STATION RECOVERY (1997)
 PL0395
 PL0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0395'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0289 ***********************************************************************
 OL0289  DESIGNATION -  A 315
 OL0289  PID         -  OL0289
 OL0289  STATE/COUNTY-  MI/MASON
 OL0289  COUNTRY     -  US
 OL0289  USGS QUAD   -  CUSTER (2017)
 OL0289
 OL0289                         *CURRENT SURVEY CONTROL
 OL0289  ______________________________________________________________________
 OL0289* NAD 83(1986) POSITION- 43 57 16.     (N) 086 14 20.     (W)   SCALED
 OL0289* NAVD 88 ORTHO HEIGHT -   211.550 (meters)      694.06  (feet) ADJUSTED
 OL0289  ______________________________________________________________________
 OL0289  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 OL0289  DYNAMIC HEIGHT  -        211.514 (meters)      693.94  (feet) COMP
 OL0289  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OL0289
 OL0289  VERT ORDER      -  FIRST     CLASS II
 OL0289
 OL0289.The horizontal coordinates were scaled from a map and have
 OL0289.an estimated accuracy of +/- 6 seconds.
 OL0289
 OL0289.The orthometric height was determined by differential leveling and
 OL0289.adjusted by the NATIONAL GEODETIC SURVEY
 OL0289.in June 1991.
 OL0289
 OL0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0289.GEOID18 height accuracy estimate available here.
 OL0289
 OL0289.Click photographs - Photos may exist for this station.
 OL0289
 OL0289.The dynamic height is computed by dividing the NAVD 88
 OL0289.geopotential number by the normal gravity value computed on the
 OL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0289.degrees latitude (g = 980.6199 gals.).
 OL0289
 OL0289.The modeled gravity was interpolated from observed gravity values.
 OL0289
 OL0289;                    North         East    Units  Estimated Accuracy
 OL0289;SPC MI C     -    72,610.    5,849,730.      MT  (+/- 180 meters Scaled)
 OL0289
 OL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP610670(NAD 83)
 OL0289
 OL0289                          SUPERSEDED SURVEY CONTROL
 OL0289
 OL0289.No superseded survey control is available for this station.
 OL0289
 OL0289_MARKER: I = METAL ROD
 OL0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0289_STAMPING: A 315 1984
 OL0289_MARK LOGO: NGS
 OL0289_PROJECTION: FLUSH
 OL0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0289+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OL0289_ROD/PIPE-DEPTH: 17.1 meters
 OL0289
 OL0289  HISTORY     - Date     Condition        Report By
 OL0289  HISTORY     - 1984     MONUMENTED       NGS
 OL0289  HISTORY     - 19961024 GOOD             USPSQD
 OL0289  HISTORY     - 20010815 GOOD             NGS
 OL0289  HISTORY     - 20040424 GOOD             USPSQD
 OL0289
 OL0289                          STATION DESCRIPTION
 OL0289
 OL0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0289'1.5 KM (0.95 MI) WEST FROM CUSTER.
 OL0289'1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0289'CUSTER, AT THE INTERSECTION OF TUTTLE ROAD, ALSO 0.3 KM (0.25 MI)
 OL0289'NORTH ALONG MAIN STREET FROM THE POST OFFICE IN SCOTTVILLE, THENCE
 OL0289'3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 10, 25.29 METERS (83.0 FT)
 OL0289'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.46 METERS (24.5 FT) EAST OF
 OL0289'THE CENTER OF A GRAVEL ROAD LEADING SOUTH, 0.85 METERS (2.8 FT) SOUTH
 OL0289'OF A POWERLINE POLE WITH THREE GUYWIRE CABLES, 4.41 METERS (14.5 FT)
 OL0289'NORTH OF THE NORTH ONE OF TWO GUY WIRE ANCHORS, 4.87 METERS (16.0 FT)
 OL0289'WEST OF A GUY WIRE ANCHOR AND 1.52 METERS (5.0 FT) SOUTH-SOUTHEAST OF
 OL0289'A TELEPHONE JUNCTION BOX.  NOTE, DRIVING RATE MET, ROD ANCHORED.
 OL0289'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 OL0289'THE MARK IS 0.40 M BELOW HIGHWAY.
 OL0289
 OL0289                          STATION RECOVERY (1996)
 OL0289
 OL0289'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0289'RECOVERED IN GOOD CONDITION.
 OL0289
 OL0289                          STATION RECOVERY (2001)
 OL0289
 OL0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0289
 OL0289                          STATION RECOVERY (2004)
 OL0289
 OL0289'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0296 ***********************************************************************
 OL0296  DESIGNATION -  A 316
 OL0296  PID         -  OL0296
 OL0296  STATE/COUNTY-  MI/MASON
 OL0296  COUNTRY     -  US
 OL0296  USGS QUAD   -  LUDINGTON (2017)
 OL0296
 OL0296                         *CURRENT SURVEY CONTROL
 OL0296  ______________________________________________________________________
 OL0296* NAD 83(1986) POSITION- 43 57 20.     (N) 086 24 47.     (W)   SCALED
 OL0296* NAVD 88 ORTHO HEIGHT -   193.951 (meters)      636.32  (feet) ADJUSTED
 OL0296  ______________________________________________________________________
 OL0296  GEOID HEIGHT    -        -35.346 (meters)                     GEOID18
 OL0296  DYNAMIC HEIGHT  -        193.917 (meters)      636.21  (feet) COMP
 OL0296  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 OL0296
 OL0296  VERT ORDER      -  FIRST     CLASS II
 OL0296
 OL0296.This mark is at Mason County Airport (LDM)
 OL0296
 OL0296.The horizontal coordinates were scaled from a map and have
 OL0296.an estimated accuracy of +/- 6 seconds.
 OL0296
 OL0296.The orthometric height was determined by differential leveling and
 OL0296.adjusted by the NATIONAL GEODETIC SURVEY
 OL0296.in June 1991.
 OL0296
 OL0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0296.GEOID18 height accuracy estimate available here.
 OL0296
 OL0296.Click photographs - Photos may exist for this station.
 OL0296
 OL0296.The dynamic height is computed by dividing the NAVD 88
 OL0296.geopotential number by the normal gravity value computed on the
 OL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0296.degrees latitude (g = 980.6199 gals.).
 OL0296
 OL0296.The modeled gravity was interpolated from observed gravity values.
 OL0296
 OL0296;                    North         East    Units  Estimated Accuracy
 OL0296;SPC MI C     -    73,070.    5,835,750.      MT  (+/- 180 meters Scaled)
 OL0296
 OL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP470671(NAD 83)
 OL0296
 OL0296                          SUPERSEDED SURVEY CONTROL
 OL0296
 OL0296.No superseded survey control is available for this station.
 OL0296
 OL0296_MARKER: I = METAL ROD
 OL0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0296_STAMPING: A 316 1984
 OL0296_MARK LOGO: NGS
 OL0296_PROJECTION: FLUSH
 OL0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0296+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0296_ROD/PIPE-DEPTH: 26.8 meters
 OL0296
 OL0296  HISTORY     - Date     Condition        Report By
 OL0296  HISTORY     - 1984     MONUMENTED       NGS
 OL0296  HISTORY     - 19950910 GOOD             USPSQD
 OL0296  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0296  HISTORY     - 20011013 GOOD             USPSQD
 OL0296  HISTORY     - 20040423 GOOD             USPSQD
 OL0296  HISTORY     - 20110823 MARK NOT FOUND   PREIN
 OL0296
 OL0296                          STATION DESCRIPTION
 OL0296
 OL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0296'2.65 KM (1.65 MI) EAST FROM LUDINGTON.
 OL0296'2.65 KM (1.65 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0296'LUDINGTON, AT A POINT AT THE SOUTH END OF THE NORTH-SOUTH RUNWAY OF
 OL0296'THE MASON COUNTY AIRPORT, 0.2 KM (0.1 MI) EAST OF THE JUNCTION OF
 OL0296'U.S. HIGHWAY 31 SOUTH, 0.3 KM (0.15 MI) WEST OF THE ENTRANCE TO THE
 OL0296'AIRPORT, 21.51 METERS (70.6 FT) NORTH OF THE CENTERLINE OF THE
 OL0296'HIGHWAY, 111.86 METERS (367.0 FT) EAST OF A FIRE HYDRANT, 77.26 METERS
 OL0296'(253.5 FT) WEST OF A FIRE HYDRANT, AND 0.21 METERS (0.7 FT) SOUTH OF
 OL0296'THE NORTH HIGHWAY RIGHT-OF-WAY FENCE.
 OL0296'THE MARK IS 0.27 METERS  ESE FROM A WITNESS POST.
 OL0296'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0296
 OL0296                          STATION RECOVERY (1995)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0296'RECOVERED IN GOOD CONDITION.
 OL0296
 OL0296                          STATION RECOVERY (2001)
 OL0296
 OL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0296
 OL0296                          STATION RECOVERY (2001)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 OL0296'RECOVERED IN GOOD CONDITION.
 OL0296
 OL0296                          STATION RECOVERY (2004)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0296'RECOVERED IN GOOD CONDITION.
 OL0296
 OL0296                          STATION RECOVERY (2011)
 OL0296
 OL0296'RECOVERY NOTE BY PREIN AND NEWHOF 2011
 OL0296'MARK WAS NOT FOUND IT APPEARS IT MAY HAVE BEEN REMOVED BY UTILITY
 OL0296'CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0621 ***********************************************************************
 OL0621  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0621  DESIGNATION -  A 317 RESET
 OL0621  PID         -  OL0621
 OL0621  STATE/COUNTY-  MI/MUSKEGON
 OL0621  COUNTRY     -  US
 OL0621  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0621
 OL0621                         *CURRENT SURVEY CONTROL
 OL0621  ______________________________________________________________________
 OL0621* NAD 83(1986) POSITION- 43 13 03.2    (N) 086 19 16.7    (W)   HD_HELD2
 OL0621* NAVD 88 ORTHO HEIGHT -   178.285 (meters)      584.92  (feet) ADJUSTED
 OL0621  ______________________________________________________________________
 OL0621  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 OL0621  DYNAMIC HEIGHT  -        178.247 (meters)      584.80  (feet) COMP
 OL0621  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 OL0621
 OL0621  VERT ORDER      -  FIRST     CLASS II
 OL0621
 OL0621.The horizontal coordinates were established by autonomous hand held GPS
 OL0621.observations and have an estimated accuracy of +/- 10 meters.
 OL0621
 OL0621.The orthometric height was determined by differential leveling and
 OL0621.adjusted by the NATIONAL GEODETIC SURVEY
 OL0621.in January 2016.
 OL0621
 OL0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0621.GEOID18 height accuracy estimate available here.
 OL0621
 OL0621.This Water Level Mark is designated as VM 21153
 OL0621.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0621
 OL0621.Click photographs - Photos may exist for this station.
 OL0621
 OL0621.The dynamic height is computed by dividing the NAVD 88
 OL0621.geopotential number by the normal gravity value computed on the
 OL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0621.degrees latitude (g = 980.6199 gals.).
 OL0621
 OL0621.The modeled gravity was interpolated from observed gravity values.
 OL0621
 OL0621;                    North         East    Units  Estimated Accuracy
 OL0621;SPC MI S     -   192,627.    3,841,207.      MT  (+/- 10 meters HH2 GPS)
 OL0621
 OL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN5512385198(NAD 83)
 OL0621
 OL0621                          SUPERSEDED SURVEY CONTROL
 OL0621
 OL0621  NAVD 88 (02/05/16)  178.289  (m)          584.94   (f) SUPERSEDED  3 0
 OL0621
 OL0621.Superseded values are not recommended for survey control.
 OL0621
 OL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0621.See file dsdata.pdf to determine how the superseded data were derived.
 OL0621
 OL0621_MARKER: DV = VERTICAL CONTROL DISK
 OL0621_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0621+WITH SETTING: PAVEMENT
 OL0621_SP_SET: LIGHT BASE
 OL0621_STAMPING: A 317 RESET 1993
 OL0621_MARK LOGO: NGS
 OL0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0621+STABILITY: SURFACE MOTION
 OL0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0621+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 OL0621
 OL0621  HISTORY     - Date     Condition        Report By
 OL0621  HISTORY     - 1993     MONUMENTED       NGS
 OL0621  HISTORY     - 20130102 GOOD             MIDT
 OL0621  HISTORY     - 20140517 GOOD             COOPS
 OL0621  HISTORY     - 20220823 GOOD             HEI
 OL0621
 OL0621                          STATION DESCRIPTION
 OL0621
 OL0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OL0621'IN MUSKEGON, ALONG LAKE SHORE DIVE AT THE Y-FORK INTERSECTION OF
 OL0621'EDGEWATER STREET.  STATION IS ON PROPERTY OF THE VIKINGS LODGE, AT
 OL0621'3132 LAKESHORE DRIVE.  PERMISSION TO ESTABLISH STATION WAS OBTAINED
 OL0621'FROM MR. WILLIAM JANDT WHO AT THE PRESENT TIME IS CHIEF OF THE
 OL0621'VIKINGS LODGE, IN THE CONCRETE BASE OF THE MERCURY VAPOR LIGHT
 OL0621'STANDARD, WHICH SHINES ON PARKING LOT OF THE VIKINGS LODGE, 77.6 FEET
 OL0621'(23.7 M) WEST FROM THE NORTHWEST CORNER OF THE VIKINGS LODGE
 OL0621'BUILDING, 60.5 FEET (18.4 M) NORTHEAST FROM THE CENTER OF LAKESHORE
 OL0621'DRIVE, 36.0 FEET (11.0 M) EAST FROM A 24-INCH ASPEN TREE, 17.5 FEET
 OL0621'(5.3 M) NORTHWEST FROM THE CENTER ONE OF THREE ENTRANCES INTO THE
 OL0621'PARKING LOT OF THE VIKINGS LODGE, 0.5 FEET (15.2 CM) NORTHEASR FROM A
 OL0621'CARSONITE WITNESS POST AND 0.5 FEET (15.2 CM) SOUTHWEST FROM THE
 OL0621'LIGHT STANDARD.  STATION IS ABOUT LEVEL WITH LAKESHORE DRIVE.
 OL0621
 OL0621                          STATION RECOVERY (2013)
 OL0621
 OL0621'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (MCW)
 OL0621'RECOVERED AS DESCRIBED
 OL0621
 OL0621                          STATION RECOVERY (2014)
 OL0621
 OL0621'RECOVERY NOTE BY NOAA COOPS 2014 (MRF)
 OL0621'RECOVERED AS DESCRIBED.
 OL0621
 OL0621                          STATION RECOVERY (2022)
 OL0621
 OL0621'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 OL0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0407 ***********************************************************************
 PL0407  DESIGNATION -  A 318
 PL0407  PID         -  PL0407
 PL0407  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0407  COUNTRY     -  US
 PL0407  USGS QUAD   -  KARLIN (2017)
 PL0407
 PL0407                         *CURRENT SURVEY CONTROL
 PL0407  ______________________________________________________________________
 PL0407* NAD 83(1986) POSITION- 44 34 38.     (N) 085 47 02.     (W)   SCALED
 PL0407* NAVD 88 ORTHO HEIGHT -   271.544 (meters)      890.89  (feet) ADJUSTED
 PL0407  ______________________________________________________________________
 PL0407  GEOID HEIGHT    -        -34.665 (meters)                     GEOID18
 PL0407  DYNAMIC HEIGHT  -        271.512 (meters)      890.79  (feet) COMP
 PL0407  MODELED GRAVITY -    980,494.1   (mgal)                       NAVD 88
 PL0407
 PL0407  VERT ORDER      -  FIRST     CLASS II
 PL0407
 PL0407.The horizontal coordinates were scaled from a map and have
 PL0407.an estimated accuracy of +/- 6 seconds.
 PL0407
 PL0407.The orthometric height was determined by differential leveling and
 PL0407.adjusted by the NATIONAL GEODETIC SURVEY
 PL0407.in June 1991.
 PL0407
 PL0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0407.GEOID18 height accuracy estimate available here.
 PL0407
 PL0407.Click photographs - Photos may exist for this station.
 PL0407
 PL0407.The dynamic height is computed by dividing the NAVD 88
 PL0407.geopotential number by the normal gravity value computed on the
 PL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0407.degrees latitude (g = 980.6199 gals.).
 PL0407
 PL0407.The modeled gravity was interpolated from observed gravity values.
 PL0407
 PL0407;                    North         East    Units  Estimated Accuracy
 PL0407;SPC MI C     -   141,060.    5,887,450.      MT  (+/- 180 meters Scaled)
 PL0407
 PL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ965367(NAD 83)
 PL0407
 PL0407                          SUPERSEDED SURVEY CONTROL
 PL0407
 PL0407.No superseded survey control is available for this station.
 PL0407
 PL0407_MARKER: I = METAL ROD
 PL0407_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0407_STAMPING: A 318 1984
 PL0407_MARK LOGO: NGS
 PL0407_PROJECTION: FLUSH
 PL0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0407+STABILITY: POSITION/ELEVATION WELL
 PL0407_ROD/PIPE-DEPTH: 23.2 meters
 PL0407_SLEEVE-DEPTH  : 3.0 meters
 PL0407
 PL0407  HISTORY     - Date     Condition        Report By
 PL0407  HISTORY     - 1984     MONUMENTED       NGS
 PL0407  HISTORY     - 19971029 GOOD             USPSQD
 PL0407
 PL0407                          STATION DESCRIPTION
 PL0407
 PL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0407'IN KARLIN.
 PL0407'IN KARLIN, AT THE EAST SIDE OF THE POST OFFICE, LOCATED ABOUT ONE
 PL0407'BLOCK WEST OF THE JUNCTION OF KARLIN ROAD AND NESSEN ROAD, ON THE
 PL0407'PROPERTY OF ADA MEIKRANIZ, 18.0 METERS (59.1 FT) SOUTH OF THE
 PL0407'CENTERLINE OF NESSEN ROAD, 1.7 METERS (5.5 FT) EAST OF THE EAST FACE
 PL0407'OF THE POST OFFICE BUILDING, 2.3 METERS (7.5 FT) SOUTHEAST OF THE
 PL0407'NORTHEAST CORNER OF THE BUILDING, 3.9 METERS (12.8 FT) NORTHEAST OF
 PL0407'THE SOUTHEAST CORNER OF THE BUILDING, 6.7 METERS (21.9 FT) SOUTHWEST
 PL0407'OF A 4-INCH WELL CASING PROJECTING 18-INCHES, 6.4 METERS (21.0 FT)
 PL0407'SOUTH OF A FLAG POLE, AND 7.9 METERS (25.8 FT) WEST OF THE NORTHWEST
 PL0407'CORNER OF A ONE CAR GARAGE BUILDING.
 PL0407'THE MARK IS 0.31 M ABOVE ASPHALT ROAD.
 PL0407
 PL0407                          STATION RECOVERY (1997)
 PL0407
 PL0407'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0416 ***********************************************************************
 NG0416  DESIGNATION -  A 319
 NG0416  PID         -  NG0416
 NG0416  STATE/COUNTY-  MI/ALLEGAN
 NG0416  COUNTRY     -  US
 NG0416  USGS QUAD   -  HOLLAND EAST (2017)
 NG0416
 NG0416                         *CURRENT SURVEY CONTROL
 NG0416  ______________________________________________________________________
 NG0416* NAD 83(1986) POSITION- 42 45 41.18   (N) 086 05 50.09   (W)   HD_HELD1
 NG0416* NAVD 88 ORTHO HEIGHT -   197.337 (meters)      647.43  (feet) ADJUSTED
 NG0416  ______________________________________________________________________
 NG0416  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 NG0416  DYNAMIC HEIGHT  -        197.288 (meters)      647.27  (feet) COMP
 NG0416  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 NG0416
 NG0416  VERT ORDER      -  FIRST     CLASS II
 NG0416
 NG0416.The horizontal coordinates were determined by differentially corrected
 NG0416.hand held GPS observations or other comparable positioning techniques
 NG0416.and have an estimated accuracy of +/- 3 meters.
 NG0416
 NG0416.The orthometric height was determined by differential leveling and
 NG0416.adjusted by the NATIONAL GEODETIC SURVEY
 NG0416.in June 1991.
 NG0416
 NG0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0416.GEOID18 height accuracy estimate available here.
 NG0416
 NG0416.Click photographs - Photos may exist for this station.
 NG0416
 NG0416.The dynamic height is computed by dividing the NAVD 88
 NG0416.geopotential number by the normal gravity value computed on the
 NG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0416.degrees latitude (g = 980.6199 gals.).
 NG0416
 NG0416.The modeled gravity was interpolated from observed gravity values.
 NG0416
 NG0416;                    North         East    Units  Estimated Accuracy
 NG0416;SPC MI S     -   141,572.9   3,858,364.9     MT  (+/- 3 meters HH1 GPS) 
 NG0416
 NG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7386634718(NAD 83)
 NG0416
 NG0416                          SUPERSEDED SURVEY CONTROL
 NG0416
 NG0416.No superseded survey control is available for this station.
 NG0416
 NG0416_MARKER: F = FLANGE-ENCASED ROD
 NG0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0416_STAMPING: A 319 1984
 NG0416_MARK LOGO: NGS
 NG0416_PROJECTION: FLUSH
 NG0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0416+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2018
 NG0416_ROD/PIPE-DEPTH: 11.0 meters
 NG0416
 NG0416  HISTORY     - Date     Condition        Report By
 NG0416  HISTORY     - 1984     MONUMENTED       NGS
 NG0416  HISTORY     - 1988     GOOD             USPSQD
 NG0416  HISTORY     - 20100309 GOOD             HEI
 NG0416  HISTORY     - 20130513 GOOD             INDIV
 NG0416  HISTORY     - 20160607 GOOD             MIDT
 NG0416  HISTORY     - 20180523 GOOD             HEI
 NG0416
 NG0416                          STATION DESCRIPTION
 NG0416
 NG0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0416'3.3 KM (2.05 MI) SE FROM HOLLAND.
 NG0416'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0416'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0416'STREET, THENCE 0.9 KM (0.55 MI) SOUTH ALONG LINCOLN AVENUE, AT A POINT
 NG0416'ABOUT HALFWAY BETWEEN EAST 40TH STREET AND THE JUNCTION OF U.S.
 NG0416'HIGHWAY 31, SET 5.27 METERS (17.3 FT) SOUTH OF THE SOUTHEAST CORNER OF
 NG0416'A 2 STORY HOUSE AT 1002 LINCOLN AVENUE, 17.67 METERS (58.0 FT) WEST OF
 NG0416'THE CENTER OF LINCOLN AVENUE, 1.00 METER (3.3 FT) SOUTH-SOUTHWEST OF A
 NG0416'CONCRETE RIGHT-OF-WAY POST, AND 0.27 METERS (0.9 FT) SOUTHEAST OF A
 NG0416'RIGHT-OF-WAY FENCE.  NOTE, DRIVING RATE EXCEEDED.
 NG0416'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NG0416'THE MARK IS ABOVE LEVEL WITH LINCOLN AVENUE.
 NG0416
 NG0416                          STATION RECOVERY (1988)
 NG0416
 NG0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0416'RECOVERED IN GOOD CONDITION.
 NG0416
 NG0416                          STATION RECOVERY (2010)
 NG0416
 NG0416'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2010 (JLW)
 NG0416'2 STORY HOUSE AT 1002 LINCOLN AVENUE IS NOW GONE
 NG0416
 NG0416                          STATION RECOVERY (2013)
 NG0416
 NG0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BAT)
 NG0416'RECOVERED IN GOOD CONDITION.
 NG0416
 NG0416                          STATION RECOVERY (2016)
 NG0416
 NG0416'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NG0416'RECOVERED IN GOOD CONDITION.
 NG0416
 NG0416                          STATION RECOVERY (2018)
 NG0416
 NG0416'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2018 (JLW)
 NG0416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0413 ***********************************************************************
 NE0413  DESIGNATION -  A 32
 NE0413  PID         -  NE0413
 NE0413  STATE/COUNTY-  MI/OAKLAND
 NE0413  COUNTRY     -  US
 NE0413  USGS QUAD   -  LAKE ORION (2017)
 NE0413
 NE0413                         *CURRENT SURVEY CONTROL
 NE0413  ______________________________________________________________________
 NE0413* NAD 83(1986) POSITION- 42 45 07.83   (N) 083 11 48.78   (W)   HD_HELD1
 NE0413* NAVD 88 ORTHO HEIGHT -   275.667 (meters)      904.42  (feet) ADJUSTED
 NE0413  ______________________________________________________________________
 NE0413  GEOID HEIGHT    -        -34.695 (meters)                     GEOID18
 NE0413  DYNAMIC HEIGHT  -        275.580 (meters)      904.13  (feet) COMP
 NE0413  MODELED GRAVITY -    980,298.4   (mgal)                       NAVD 88
 NE0413
 NE0413  VERT ORDER      -  FIRST     CLASS II
 NE0413
 NE0413.The horizontal coordinates were determined by differentially corrected
 NE0413.hand held GPS observations or other comparable positioning techniques
 NE0413.and have an estimated accuracy of +/- 3 meters.
 NE0413
 NE0413.The orthometric height was determined by differential leveling and
 NE0413.adjusted by the NATIONAL GEODETIC SURVEY
 NE0413.in June 1991.
 NE0413
 NE0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0413.GEOID18 height accuracy estimate available here.
 NE0413
 NE0413.Click photographs - Photos may exist for this station.
 NE0413
 NE0413.The dynamic height is computed by dividing the NAVD 88
 NE0413.geopotential number by the normal gravity value computed on the
 NE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0413.degrees latitude (g = 980.6199 gals.).
 NE0413
 NE0413.The modeled gravity was interpolated from observed gravity values.
 NE0413
 NE0413;                    North         East    Units  Estimated Accuracy
 NE0413;SPC MI S     -   139,753.4   4,095,756.0     MT  (+/- 3 meters HH1 GPS) 
 NE0413
 NE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2021435635(NAD 83)
 NE0413
 NE0413                          SUPERSEDED SURVEY CONTROL
 NE0413
 NE0413  NGVD 29 (??/??/92)  275.792  (m)          904.83   (f) ADJ UNCH    1 2
 NE0413
 NE0413.Superseded values are not recommended for survey control.
 NE0413
 NE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0413.See file dsdata.pdf to determine how the superseded data were derived.
 NE0413
 NE0413_MARKER: DB = BENCH MARK DISK
 NE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0413_STAMPING: 904.828 A 32 1930
 NE0413_MARK LOGO: CGS
 NE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0413+STABILITY: SURFACE MOTION
 NE0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0413+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0413
 NE0413  HISTORY     - Date     Condition        Report By
 NE0413  HISTORY     - 1930     MONUMENTED       CGS
 NE0413  HISTORY     - 1938     GOOD             CGS
 NE0413  HISTORY     - 20030503 GOOD             NGS
 NE0413  HISTORY     - 20060314 GOOD             INDIV
 NE0413
 NE0413                          STATION DESCRIPTION
 NE0413
 NE0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0413'2.2 MI NW FROM GOODISON.
 NE0413'2.2 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NE0413'GOODISON, OAKLAND COUNTY, 9 RAILS NORTHWEST OF MILEPOST D 37,
 NE0413'6 RAILS SOUTHEAST OF THE CROSSING OF ADAMS ROAD, 40.7 FEET
 NE0413'SOUTHWEST OF THE SOUTHWEST RAIL, AND AT THE SOUTHWEST RIGHT-OF-WAY
 NE0413'FENCE.  A STANDARD DISK, STAMPED 904.828 A 32 1930 AND SET IN
 NE0413'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NE0413
 NE0413                          STATION RECOVERY (2003)
 NE0413
 NE0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LDR)
 NE0413'MOST LANDMARKS IN EARLIER DESCRIPTION ARE GONE, DUE TO MICHIGAN
 NE0413'CENTRAL RAILROAD BEING ABANDONED AND THIS PORTION CONVERTED TO PAINT
 NE0413'CREEK TRAIL FOR HIKERS.  ALONG THE TRAIL FROM THE CENTER OF ADAMS ROAD
 NE0413'WALK APPROXIMATELY 200 FT (61.0 M) S/E DOWN THE TRAIL.  MONUMENT IS
 NE0413'APPROXIMATELY 40 FT (12.2 M) S/W FROM THE CENTERLINE OF THE TRAIL.
 NE0413'MARKED BY A PIECE OF STEEL SIGN-POST, ABOUT 2 FT (0.6 M) PROTRUDING
 NE0413'FRM THE GROUND, PAINTED BRIGHT PINK AND EASILY VISIBLE FROM THE
 NE0413'TRAIL.
 NE0413
 NE0413                          STATION RECOVERY (2006)
 NE0413
 NE0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0413'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0279 ***********************************************************************
 PM0279  DESIGNATION -  A 320
 PM0279  PID         -  PM0279
 PM0279  STATE/COUNTY-  MI/MASON
 PM0279  COUNTRY     -  US
 PM0279  USGS QUAD   -  KINGS CORNERS (2017)
 PM0279
 PM0279                         *CURRENT SURVEY CONTROL
 PM0279  ______________________________________________________________________
 PM0279* NAD 83(1986) POSITION- 44 06 54.     (N) 086 16 50.     (W)   SCALED
 PM0279* NAVD 88 ORTHO HEIGHT -   218.020 (meters)      715.29  (feet) ADJUSTED
 PM0279  ______________________________________________________________________
 PM0279  GEOID HEIGHT    -        -35.049 (meters)                     GEOID18
 PM0279  DYNAMIC HEIGHT  -        217.988 (meters)      715.18  (feet) COMP
 PM0279  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PM0279
 PM0279  VERT ORDER      -  FIRST     CLASS II
 PM0279
 PM0279.The horizontal coordinates were scaled from a map and have
 PM0279.an estimated accuracy of +/- 6 seconds.
 PM0279
 PM0279.The orthometric height was determined by differential leveling and
 PM0279.adjusted by the NATIONAL GEODETIC SURVEY
 PM0279.in June 1991.
 PM0279
 PM0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0279.GEOID18 height accuracy estimate available here.
 PM0279
 PM0279.Click photographs - Photos may exist for this station.
 PM0279
 PM0279.The dynamic height is computed by dividing the NAVD 88
 PM0279.geopotential number by the normal gravity value computed on the
 PM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0279.degrees latitude (g = 980.6199 gals.).
 PM0279
 PM0279.The modeled gravity was interpolated from observed gravity values.
 PM0279
 PM0279;                    North         East    Units  Estimated Accuracy
 PM0279;SPC MI C     -    90,520.    5,846,800.      MT  (+/- 180 meters Scaled)
 PM0279
 PM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP575848(NAD 83)
 PM0279
 PM0279                          SUPERSEDED SURVEY CONTROL
 PM0279
 PM0279.No superseded survey control is available for this station.
 PM0279
 PM0279_MARKER: I = METAL ROD
 PM0279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0279_STAMPING: A 320 1984
 PM0279_MARK LOGO: NGS
 PM0279_PROJECTION: FLUSH
 PM0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0279_ROD/PIPE-DEPTH: 14.6 meters
 PM0279
 PM0279  HISTORY     - Date     Condition        Report By
 PM0279  HISTORY     - 1984     MONUMENTED       NGS
 PM0279  HISTORY     - 19961118 GOOD             USPSQD
 PM0279  HISTORY     - 20010815 MARK NOT FOUND   NGS
 PM0279  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0279
 PM0279                          STATION DESCRIPTION
 PM0279
 PM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0279'6.0 KM (3.75 MI) WEST FROM FREESOIL.
 PM0279'5.3 KM (3.3 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 PM0279'FREESOIL, THENCE 0.72 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 31, ALSO,
 PM0279'16.5 KM (10.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0279'MANISTEE, AT THE TOP OF A HILL AND ABOUT 200 FEET EAST OF A SAND PIT,
 PM0279'18.5 METERS (60.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 31, 1.4 METERS
 PM0279'(4.6 FT) SOUTH OF A POWERLINE POLE NUMBERED 87 WITH A TRANSFORMER AND
 PM0279'GUY WIRE ATTACHED, AND 4.3 METERS (14.0 FT) EAST-SOUTHEAST OF THE GUY
 PM0279'ANCHOR.  NOTE, ROD DRIVEN TO REQUIRED RATE.
 PM0279'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 PM0279'THE MARK IS ABOVE LEVEL WITH HIGHWAY 31.
 PM0279
 PM0279                          STATION RECOVERY (1996)
 PM0279
 PM0279'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0279'RECOVERED IN GOOD CONDITION.
 PM0279
 PM0279                          STATION RECOVERY (2001)
 PM0279
 PM0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0279
 PM0279                          STATION RECOVERY (2004)
 PM0279
 PM0279'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5489 ***********************************************************************
 AA5489  DESIGNATION -  A 320 RESET
 AA5489  PID         -  AA5489
 AA5489  STATE/COUNTY-  MI/MASON
 AA5489  COUNTRY     -  US
 AA5489  USGS QUAD   -  KINGS CORNERS (2017)
 AA5489
 AA5489                         *CURRENT SURVEY CONTROL
 AA5489  ______________________________________________________________________
 AA5489* NAD 83(1986) POSITION- 44 06 54.     (N) 086 16 50.     (W)   SCALED
 AA5489* NAVD 88 ORTHO HEIGHT -   218.05  (meters)      715.4   (feet) RESET
 AA5489  ______________________________________________________________________
 AA5489  GEOID HEIGHT    -        -35.049 (meters)                     GEOID18
 AA5489  VERT ORDER      -  THIRD
 AA5489
 AA5489.The horizontal coordinates were scaled from a map and have
 AA5489.an estimated accuracy of +/- 6 seconds.
 AA5489
 AA5489.The orthometric height was computed from unverified reset data.
 AA5489
 AA5489.No vertical observational check was made to the station.
 AA5489
 AA5489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5489.GEOID18 height accuracy estimate available here.
 AA5489
 AA5489.Click photographs - Photos may exist for this station.
 AA5489
 AA5489;                    North         East    Units  Estimated Accuracy
 AA5489;SPC MI C     -    90,520.    5,846,800.      MT  (+/- 180 meters Scaled)
 AA5489
 AA5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP575848(NAD 83)
 AA5489
 AA5489                          SUPERSEDED SURVEY CONTROL
 AA5489
 AA5489.No superseded survey control is available for this station.
 AA5489
 AA5489_MARKER: DV = VERTICAL CONTROL DISK
 AA5489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5489_STAMPING: A 320 RESET 1994
 AA5489_MARK LOGO: NGS
 AA5489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5489+STABILITY: SURFACE MOTION
 AA5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5489+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 AA5489
 AA5489  HISTORY     - Date     Condition        Report By
 AA5489  HISTORY     - 1994     MONUMENTED       MIDT
 AA5489  HISTORY     - 20040423 GOOD             USPSQD
 AA5489
 AA5489                          STATION DESCRIPTION
 AA5489
 AA5489'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JHC)
 AA5489'5.3 KM (3.30 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 AA5489'FREESOIL, THENCE 0.72 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 31, ALSO
 AA5489'16.5 KM (10.25 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 AA5489'MANISTEE, AT THE TOP OF A HILL AND ABOUT 200 FEET (61.0 M) EAST OF A
 AA5489'SAND PIT, 22.5 M (73.8 FT) WEST OF THE CENTERLINE OF HIGHWAY 31, 2.4 M
 AA5489'(7.9 FT) NORTH, 55 DEGREES WEST OF FACE OF POWER POLW, 0.61 M (2.00
 AA5489'FT) NORTH OF A CARSONITE WITNESS POST, 0.61 M (2.00 FT) SOUTH OF A
 AA5489'CARSONITE WITNESS POST AND ACROSS THE ROAD FROM HOUSE NO. 8766.
 AA5489
 AA5489                          STATION RECOVERY (2004)
 AA5489
 AA5489'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0422 ***********************************************************************
 PL0422  DESIGNATION -  A 321
 PL0422  PID         -  PL0422
 PL0422  STATE/COUNTY-  MI/MANISTEE
 PL0422  COUNTRY     -  US
 PL0422  USGS QUAD   -  COPEMISH (2017)
 PL0422
 PL0422                         *CURRENT SURVEY CONTROL
 PL0422  ______________________________________________________________________
 PL0422* NAD 83(1986) POSITION- 44 23 39.     (N) 085 58 12.     (W)   SCALED
 PL0422* NAVD 88 ORTHO HEIGHT -   235.796 (meters)      773.61  (feet) ADJUSTED
 PL0422  ______________________________________________________________________
 PL0422  GEOID HEIGHT    -        -34.753 (meters)                     GEOID18
 PL0422  DYNAMIC HEIGHT  -        235.766 (meters)      773.51  (feet) COMP
 PL0422  MODELED GRAVITY -    980,484.0   (mgal)                       NAVD 88
 PL0422
 PL0422  VERT ORDER      -  FIRST     CLASS II
 PL0422
 PL0422.The horizontal coordinates were scaled from a map and have
 PL0422.an estimated accuracy of +/- 6 seconds.
 PL0422
 PL0422.The orthometric height was determined by differential leveling and
 PL0422.adjusted by the NATIONAL GEODETIC SURVEY
 PL0422.in June 1991.
 PL0422
 PL0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0422.GEOID18 height accuracy estimate available here.
 PL0422
 PL0422.Click photographs - Photos may exist for this station.
 PL0422
 PL0422.The dynamic height is computed by dividing the NAVD 88
 PL0422.geopotential number by the normal gravity value computed on the
 PL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0422.degrees latitude (g = 980.6199 gals.).
 PL0422
 PL0422.The modeled gravity was interpolated from observed gravity values.
 PL0422
 PL0422;                    North         East    Units  Estimated Accuracy
 PL0422;SPC MI C     -   121,000.    5,872,270.      MT  (+/- 180 meters Scaled)
 PL0422
 PL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ820161(NAD 83)
 PL0422
 PL0422                          SUPERSEDED SURVEY CONTROL
 PL0422
 PL0422.No superseded survey control is available for this station.
 PL0422
 PL0422_MARKER: I = METAL ROD
 PL0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0422_STAMPING: A 321 1984
 PL0422_MARK LOGO: NGS
 PL0422_PROJECTION: FLUSH
 PL0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0422+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 PL0422_ROD/PIPE-DEPTH: 23.1 meters
 PL0422
 PL0422  HISTORY     - Date     Condition        Report By
 PL0422  HISTORY     - 1984     MONUMENTED       NGS
 PL0422  HISTORY     - 19961023 GOOD             USPSQD
 PL0422  HISTORY     - 20010331 GOOD             NGS
 PL0422  HISTORY     - 20040424 GOOD             USPSQD
 PL0422  HISTORY     - 20070930 GOOD             GEOCAC
 PL0422
 PL0422                          STATION DESCRIPTION
 PL0422
 PL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0422'5.36 KM (3.35 MI) NE FROM KALEVA.
 PL0422'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PL0422'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMO STREET AND COUNTY
 PL0422'ROAD 669, THENCE 3.1 KM (1.95 MI) EAST ALONG A GRAVEL ROAD, THENCE
 PL0422'1.2 KM (0.75 MI) NORTH ALONG NEMI ROAD TO A GRAVEL ROAD LEADING EAST,
 PL0422'12.8 METERS (42.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0422'12.1 METERS (39.5 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, AND
 PL0422'4.7 METERS (15.4 FT) NORTHEAST OF A POWERLINE POLE NUMBERED CH3/62/27.
 PL0422'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0422'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0422
 PL0422                          STATION RECOVERY (1996)
 PL0422
 PL0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0422'RECOVERED IN GOOD CONDITION.
 PL0422
 PL0422                          STATION RECOVERY (2001)
 PL0422
 PL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0422
 PL0422                          STATION RECOVERY (2004)
 PL0422
 PL0422'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0422'RECOVERED IN GOOD CONDITION.
 PL0422
 PL0422                          STATION RECOVERY (2007)
 PL0422
 PL0422'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 PL0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0433 ***********************************************************************
 NG0433  DESIGNATION -  A 322
 NG0433  PID         -  NG0433
 NG0433  STATE/COUNTY-  MI/ALLEGAN
 NG0433  COUNTRY     -  US
 NG0433  USGS QUAD   -  PULLMAN (2017)
 NG0433
 NG0433                         *CURRENT SURVEY CONTROL
 NG0433  ______________________________________________________________________
 NG0433* NAD 83(1986) POSITION- 42 28 11.     (N) 086 05 28.     (W)   SCALED
 NG0433* NAVD 88 ORTHO HEIGHT -   196.937 (meters)      646.12  (feet) ADJUSTED
 NG0433  ______________________________________________________________________
 NG0433  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 NG0433  DYNAMIC HEIGHT  -        196.883 (meters)      645.94  (feet) COMP
 NG0433  MODELED GRAVITY -    980,343.0   (mgal)                       NAVD 88
 NG0433
 NG0433  VERT ORDER      -  FIRST     CLASS II
 NG0433
 NG0433.The horizontal coordinates were scaled from a map and have
 NG0433.an estimated accuracy of +/- 6 seconds.
 NG0433
 NG0433.The orthometric height was determined by differential leveling and
 NG0433.adjusted by the NATIONAL GEODETIC SURVEY
 NG0433.in June 1991.
 NG0433
 NG0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0433.GEOID18 height accuracy estimate available here.
 NG0433
 NG0433.Click photographs - Photos may exist for this station.
 NG0433
 NG0433.The dynamic height is computed by dividing the NAVD 88
 NG0433.geopotential number by the normal gravity value computed on the
 NG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0433.degrees latitude (g = 980.6199 gals.).
 NG0433
 NG0433.The modeled gravity was interpolated from observed gravity values.
 NG0433
 NG0433;                    North         East    Units  Estimated Accuracy
 NG0433;SPC MI S     -   109,170.    3,858,200.      MT  (+/- 180 meters Scaled)
 NG0433
 NG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN747023(NAD 83)
 NG0433
 NG0433                          SUPERSEDED SURVEY CONTROL
 NG0433
 NG0433.No superseded survey control is available for this station.
 NG0433
 NG0433_MARKER: I = METAL ROD
 NG0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0433_STAMPING: A 322 1984
 NG0433_MARK LOGO: NGS
 NG0433_PROJECTION: FLUSH
 NG0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0433_ROD/PIPE-DEPTH: 21.8 meters
 NG0433
 NG0433  HISTORY     - Date     Condition        Report By
 NG0433  HISTORY     - 1984     MONUMENTED       NGS
 NG0433
 NG0433                          STATION DESCRIPTION
 NG0433
 NG0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0433'8.3 KM (5.15 MI) NORTH FROM GRAND JUNCTION.
 NG0433'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0433'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0433'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 5.6 KM
 NG0433'(3.5 MI) NORTH ALONG 56TH STREET, THENCE 0.1 KM (0.05 MI) WEST ALONG
 NG0433'107TH AVENUE (GRAVEL ROAD), AT THE CROSSING OF THE CHESAPEAKE AND OHIO
 NG0433'RAILROAD TRACKS, SET AT THE SOUTHWEST CORNER OF FRED NAGELS PROPERTY
 NG0433'BY A POWERLINE POLE, 75.89 METERS (249.0 FT) WEST OF THE CENTER OF
 NG0433'56TH STREET, 11.88 METERS (39.0 FT) NORTH OF THE CENTER OF 107TH
 NG0433'AVENUE, 11.76 METERS (38.6 FT) EAST OF THE EAST RAIL (SLOPE
 NG0433'MEASUREMENT), 5.05 METERS (16.6 FT) NORTH OF THE NORTH END OF A METAL
 NG0433'CULVERT UNDER 107TH AVENUE, 0.90 METERS (3.0 FT) SOUTH-SOUTHWEST OF A
 NG0433'POWERLINE POLE, AND 0.45 METERS (1.5 FT) EAST OF A WOVEN WIRE FENCE.
 NG0433'NOTE DRIVING RATE EXCEEDED.
 NG0433'THE MARK IS 0.51 METERS  SE FROM A WITNESS POST.
 NG0433'THE MARK IS 1.0 M BELOW 107TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0439 ***********************************************************************
 NG0439  DESIGNATION -  A 323
 NG0439  PID         -  NG0439
 NG0439  STATE/COUNTY-  MI/VAN BUREN
 NG0439  COUNTRY     -  US
 NG0439  USGS QUAD   -  PULLMAN (2017)
 NG0439
 NG0439                         *CURRENT SURVEY CONTROL
 NG0439  ______________________________________________________________________
 NG0439* NAD 83(1986) POSITION- 42 24 02.77   (N) 086 02 34.95   (W)   HD_HELD1
 NG0439* NAVD 88 ORTHO HEIGHT -   206.793 (meters)      678.45  (feet) ADJUSTED
 NG0439  ______________________________________________________________________
 NG0439  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 NG0439  DYNAMIC HEIGHT  -        206.735 (meters)      678.26  (feet) COMP
 NG0439  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 NG0439
 NG0439  VERT ORDER      -  FIRST     CLASS II
 NG0439
 NG0439.The horizontal coordinates were determined by differentially corrected
 NG0439.hand held GPS observations or other comparable positioning techniques
 NG0439.and have an estimated accuracy of +/- 3 meters.
 NG0439
 NG0439.The orthometric height was determined by differential leveling and
 NG0439.adjusted by the NATIONAL GEODETIC SURVEY
 NG0439.in June 1991.
 NG0439
 NG0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0439.GEOID18 height accuracy estimate available here.
 NG0439
 NG0439.Click photographs - Photos may exist for this station.
 NG0439
 NG0439.The dynamic height is computed by dividing the NAVD 88
 NG0439.geopotential number by the normal gravity value computed on the
 NG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0439.degrees latitude (g = 980.6199 gals.).
 NG0439
 NG0439.The modeled gravity was interpolated from observed gravity values.
 NG0439
 NG0439;                    North         East    Units  Estimated Accuracy
 NG0439;SPC MI S     -   101,429.3   3,862,003.0     MT  (+/- 3 meters HH1 GPS) 
 NG0439
 NG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7875494718(NAD 83)
 NG0439
 NG0439                          SUPERSEDED SURVEY CONTROL
 NG0439
 NG0439  NGVD 29 (01/19/93)  206.932  (m)          678.91   (f) ADJUSTED    1 2
 NG0439
 NG0439.Superseded values are not recommended for survey control.
 NG0439
 NG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0439.See file dsdata.pdf to determine how the superseded data were derived.
 NG0439
 NG0439_MARKER: F = FLANGE-ENCASED ROD
 NG0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0439_STAMPING: A 323 1984
 NG0439_MARK LOGO: NGS
 NG0439_PROJECTION: RECESSED 10 CENTIMETERS
 NG0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0439+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 NG0439_ROD/PIPE-DEPTH: 26.8 meters
 NG0439
 NG0439  HISTORY     - Date     Condition        Report By
 NG0439  HISTORY     - 1984     MONUMENTED       NGS
 NG0439  HISTORY     - 20211007 GOOD             MIDT
 NG0439
 NG0439                          STATION DESCRIPTION
 NG0439
 NG0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0439'IN GRAND JUNCTION.
 NG0439'IN GRAND JUNCTION, AT 2497 5TH AVENUE, 31.5 M (103.3 FT) NORTH OF A
 NG0439'CABIN AT 2497 5TH AVENUE, 18.9 M (62.0 FT) EAST OF THE EXTENDED CENTER
 NG0439'OF A DRIVEWAY, 16.8 M (55.1 FT) WEST OF THE EXTENDED CENTER OF A TRACK
 NG0439'ROAD LEADING SOUTH, 9.6 M (31.5 FT) NORTH OF THE CENTER OF THE AVENUE,
 NG0439'5.3 M (17.4 FT) SOUTH OF A LARGE MAPLE TREE, AND 0.9 M (3.0 FT) EAST
 NG0439'OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX NUMBER 50960.
 NG0439'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0439'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NG0439'THE MARK IS 0.2 M ABOVE THE AVENUE.
 NG0439
 NG0439                          STATION RECOVERY (2021)
 NG0439
 NG0439'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NG0439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0616 ***********************************************************************
 RM0616  DESIGNATION -  A 324
 RM0616  PID         -  RM0616
 RM0616  STATE/COUNTY-  MI/GOGEBIC
 RM0616  COUNTRY     -  US
 RM0616  USGS QUAD   -  IRONWOOD (2017)
 RM0616
 RM0616                         *CURRENT SURVEY CONTROL
 RM0616  ______________________________________________________________________
 RM0616* NAD 83(1986) POSITION- 46 27 44.49   (N) 090 08 43.00   (W)   HD_HELD1
 RM0616* NAVD 88 ORTHO HEIGHT -   461.766 (meters)     1514.98  (feet) ADJUSTED
 RM0616  ______________________________________________________________________
 RM0616  GEOID HEIGHT    -        -30.682 (meters)                     GEOID18
 RM0616  DYNAMIC HEIGHT  -        461.784 (meters)     1515.04  (feet) COMP
 RM0616  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 RM0616
 RM0616  VERT ORDER      -  FIRST     CLASS II
 RM0616
 RM0616.The horizontal coordinates were determined by differentially corrected
 RM0616.hand held GPS observations or other comparable positioning techniques
 RM0616.and have an estimated accuracy of +/- 3 meters.
 RM0616
 RM0616.The orthometric height was determined by differential leveling and
 RM0616.adjusted by the NATIONAL GEODETIC SURVEY
 RM0616.in June 1991.
 RM0616
 RM0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0616.GEOID18 height accuracy estimate available here.
 RM0616
 RM0616.Click photographs - Photos may exist for this station.
 RM0616
 RM0616.The dynamic height is computed by dividing the NAVD 88
 RM0616.geopotential number by the normal gravity value computed on the
 RM0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0616.degrees latitude (g = 980.6199 gals.).
 RM0616
 RM0616.The modeled gravity was interpolated from observed gravity values.
 RM0616
 RM0616;                    North         East    Units  Estimated Accuracy
 RM0616;SPC MI N     -   191,406.4   7,758,479.5     MT  (+/- 3 meters HH1 GPS) 
 RM0616
 RM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1919449380(NAD 83)
 RM0616
 RM0616                          SUPERSEDED SURVEY CONTROL
 RM0616
 RM0616  NAVD 88 (03/19/14)  461.806  (m)         1515.11   (f) SUPERSEDED  2 1
 RM0616
 RM0616.Superseded values are not recommended for survey control.
 RM0616
 RM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0616.See file dsdata.pdf to determine how the superseded data were derived.
 RM0616
 RM0616_MARKER: F = FLANGE-ENCASED ROD
 RM0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0616_STAMPING: A 324 1985
 RM0616_MARK LOGO: NGS
 RM0616_PROJECTION: FLUSH
 RM0616_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0616+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0616_ROD/PIPE-DEPTH: 7.3 meters
 RM0616
 RM0616  HISTORY     - Date     Condition        Report By
 RM0616  HISTORY     - 1985     MONUMENTED       NGS
 RM0616  HISTORY     - 1989     GOOD             USPSQD
 RM0616  HISTORY     - 19970630 GOOD             MIDT
 RM0616  HISTORY     - 20030502 GOOD             USPSQD
 RM0616  HISTORY     - 20040801 GOOD             USPSQD
 RM0616  HISTORY     - 20130702 GOOD             MIDT
 RM0616  HISTORY     - 20130903 GOOD             WIDT
 RM0616  HISTORY     - 20180725 GOOD             WIDT
 RM0616
 RM0616                          STATION DESCRIPTION
 RM0616
 RM0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0616'IN IRONWOOD.
 RM0616'IN IRONWOOD, AT THE INTERSECTION OF LUXMORE STREET AND THE SOO LINE
 RM0616'RAILROAD, 15.9 M (52.2 FT) SOUTH OF THE NEAR RAIL, 6.7 M (22.0 FT)
 RM0616'EAST OF THE CENTER OF THE STREET, AND 1.7 M (5.6 FT) EAST OF A UTILITY
 RM0616'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RM0616'5-INCH LOGO CAP.
 RM0616'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RM0616'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RM0616
 RM0616                          STATION RECOVERY (1989)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0616'RECOVERED IN GOOD CONDITION.
 RM0616
 RM0616                          STATION RECOVERY (1997)
 RM0616
 RM0616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0616'RECOVERED AS DESCRIBED.
 RM0616
 RM0616                          STATION RECOVERY (2003)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0616'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS EAST AND ACROSS
 RM0616'LUXMORE STREET FROM A SPEED LIMIT SIGN, 52 FEET SOUTH OF AN ABANDONED
 RM0616'RAILROAD BED, 57 FEET NORTH OF THE CENTER OF A SNOWMOBILE TRAIL, 6
 RM0616'FEET NORTH-NORTHWEST OF A 'SNOWMOBILE PROHIBITED' SIGN POST, AND 1.5
 RM0616'FEET WEST OF AN ORANGE WITNESS POST.
 RM0616
 RM0616                          STATION RECOVERY (2004)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0616'RECOVERED IN GOOD CONDITION.
 RM0616
 RM0616                          STATION RECOVERY (2013)
 RM0616
 RM0616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (BLJ)
 RM0616'GPS LAT 46D27'44.49390  LONG 90D08'42.99656
 RM0616'STATE PLANE COORD MI NORTH INT'L FEET NORTHING = 627974.252 EASTING =
 RM0616'25454329.211
 RM0616
 RM0616                          STATION RECOVERY (2013)
 RM0616
 RM0616'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0616'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS 0.4 M
 RM0616'(1.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 RM0616
 RM0616                          STATION RECOVERY (2018)
 RM0616
 RM0616'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1491 ***********************************************************************
 RL1491  DESIGNATION -  A 325
 RL1491  PID         -  RL1491
 RL1491  STATE/COUNTY-  MI/ONTONAGON
 RL1491  COUNTRY     -  US
 RL1491  USGS QUAD   -  PAYNESVILLE (2017)
 RL1491
 RL1491                         *CURRENT SURVEY CONTROL
 RL1491  ______________________________________________________________________
 RL1491* NAD 83(1986) POSITION- 46 30 47.     (N) 089 06 47.     (W)   SCALED
 RL1491* NAVD 88 ORTHO HEIGHT -   390.606 (meters)     1281.51  (feet) ADJUSTED
 RL1491  ______________________________________________________________________
 RL1491  GEOID HEIGHT    -        -32.074 (meters)                     GEOID18
 RL1491  DYNAMIC HEIGHT  -        390.616 (meters)     1281.55  (feet) COMP
 RL1491  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 RL1491
 RL1491  VERT ORDER      -  FIRST     CLASS II
 RL1491
 RL1491.The horizontal coordinates were scaled from a map and have
 RL1491.an estimated accuracy of +/- 6 seconds.
 RL1491
 RL1491.The orthometric height was determined by differential leveling and
 RL1491.adjusted by the NATIONAL GEODETIC SURVEY
 RL1491.in June 1991.
 RL1491
 RL1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1491.GEOID18 height accuracy estimate available here.
 RL1491
 RL1491.Click photographs - Photos may exist for this station.
 RL1491
 RL1491.The dynamic height is computed by dividing the NAVD 88
 RL1491.geopotential number by the normal gravity value computed on the
 RL1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1491.degrees latitude (g = 980.6199 gals.).
 RL1491
 RL1491.The modeled gravity was interpolated from observed gravity values.
 RL1491
 RL1491;                    North         East    Units  Estimated Accuracy
 RL1491;SPC MI N     -   194,410.    7,837,870.      MT  (+/- 180 meters Scaled)
 RL1491
 RL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS379532(NAD 83)
 RL1491
 RL1491                          SUPERSEDED SURVEY CONTROL
 RL1491
 RL1491.No superseded survey control is available for this station.
 RL1491
 RL1491_MARKER: I = METAL ROD
 RL1491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1491_STAMPING: A 325 1985
 RL1491_MARK LOGO: NGS
 RL1491_PROJECTION: FLUSH
 RL1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1491_ROD/PIPE-DEPTH: 4.3 meters
 RL1491
 RL1491  HISTORY     - Date     Condition        Report By
 RL1491  HISTORY     - 1985     MONUMENTED       NGS
 RL1491
 RL1491                          STATION DESCRIPTION
 RL1491
 RL1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1491'6.5 KM (4.05 MI) EAST FROM BRUCE CROSSING.
 RL1491'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1491'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 20.0 M (65.6 FT) WEST OF THE
 RL1491'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) NORTH OF UTILITY POLE
 RL1491'NUMBER 75-0562.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RL1491'LOGO CAP.
 RL1491'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1491'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0452 ***********************************************************************
 NG0452  DESIGNATION -  A 326
 NG0452  PID         -  NG0452
 NG0452  STATE/COUNTY-  MI/BERRIEN
 NG0452  COUNTRY     -  US
 NG0452  USGS QUAD   -  BENTON HARBOR (2017)
 NG0452
 NG0452                         *CURRENT SURVEY CONTROL
 NG0452  ______________________________________________________________________
 NG0452* NAD 83(1986) POSITION- 42 06 50.     (N) 086 28 35.     (W)   SCALED
 NG0452* NAVD 88 ORTHO HEIGHT -   183.873 (meters)      603.26  (feet) ADJUSTED
 NG0452  ______________________________________________________________________
 NG0452  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 NG0452  DYNAMIC HEIGHT  -        183.812 (meters)      603.06  (feet) COMP
 NG0452  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 NG0452
 NG0452  VERT ORDER      -  FIRST     CLASS II
 NG0452
 NG0452.The horizontal coordinates were scaled from a map and have
 NG0452.an estimated accuracy of +/- 6 seconds.
 NG0452
 NG0452.The orthometric height was determined by differential leveling and
 NG0452.adjusted by the NATIONAL GEODETIC SURVEY
 NG0452.in June 1991.
 NG0452
 NG0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0452.GEOID18 height accuracy estimate available here.
 NG0452
 NG0452.Click photographs - Photos may exist for this station.
 NG0452
 NG0452.The dynamic height is computed by dividing the NAVD 88
 NG0452.geopotential number by the normal gravity value computed on the
 NG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0452.degrees latitude (g = 980.6199 gals.).
 NG0452
 NG0452.The modeled gravity was interpolated from observed gravity values.
 NG0452
 NG0452;                    North         East    Units  Estimated Accuracy
 NG0452;SPC MI S     -    70,380.    3,825,540.      MT  (+/- 180 meters Scaled)
 NG0452
 NG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM432625(NAD 83)
 NG0452
 NG0452                          SUPERSEDED SURVEY CONTROL
 NG0452
 NG0452  NGVD 29 (01/19/93)  184.030  (m)          603.77   (f) ADJUSTED    1 2
 NG0452
 NG0452.Superseded values are not recommended for survey control.
 NG0452
 NG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0452.See file dsdata.pdf to determine how the superseded data were derived.
 NG0452
 NG0452_MARKER: DV = VERTICAL CONTROL DISK
 NG0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0452_SP_SET: PIER
 NG0452_STAMPING: A 326 1985
 NG0452_MARK LOGO: NGS
 NG0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0452
 NG0452  HISTORY     - Date     Condition        Report By
 NG0452  HISTORY     - 1985     MONUMENTED       NGS
 NG0452  HISTORY     - 20171025 MARK NOT FOUND   WHG
 NG0452
 NG0452                          STATION DESCRIPTION
 NG0452
 NG0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0452'IN ST JOSEPH.
 NG0452'IN ST JOSEPH, AT THE INTERSECTION OF U.S. HIGHWAY 33 AND UPTON DRIVE,
 NG0452'SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4
 NG0452'COLUMNS OF THE 1ST PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 NG0452'HIGHWAY OVERPASS OF THE DRIVE, 9.3 M (30.5 FT) SOUTHWEST OF THE CENTER
 NG0452'OF THE DRIVE, AND 8.7 M (28.5 FT) NORTHWEST OF THE CENTER OF THE
 NG0452'HIGHWAY.
 NG0452'THE MARK IS 1.4 M ABOVE THE GROUND.
 NG0452
 NG0452                          STATION RECOVERY (2017)
 NG0452
 NG0452'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 NG0452'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2180 ***********************************************************************
 ME2180  DESIGNATION -  A 327
 ME2180  PID         -  ME2180
 ME2180  STATE/COUNTY-  MI/BERRIEN
 ME2180  COUNTRY     -  US
 ME2180  USGS QUAD   -  BRIDGMAN (2017)
 ME2180
 ME2180                         *CURRENT SURVEY CONTROL
 ME2180  ______________________________________________________________________
 ME2180* NAD 83(1986) POSITION- 41 53 58.     (N) 086 35 23.     (W)   SCALED
 ME2180* NAVD 88 ORTHO HEIGHT -   200.757 (meters)      658.65  (feet) ADJUSTED
 ME2180  ______________________________________________________________________
 ME2180  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 ME2180  DYNAMIC HEIGHT  -        200.686 (meters)      658.42  (feet) COMP
 ME2180  MODELED GRAVITY -    980,264.3   (mgal)                       NAVD 88
 ME2180
 ME2180  VERT ORDER      -  FIRST     CLASS II
 ME2180
 ME2180.The horizontal coordinates were scaled from a map and have
 ME2180.an estimated accuracy of +/- 6 seconds.
 ME2180
 ME2180.The orthometric height was determined by differential leveling and
 ME2180.adjusted by the NATIONAL GEODETIC SURVEY
 ME2180.in June 1991.
 ME2180
 ME2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2180.GEOID18 height accuracy estimate available here.
 ME2180
 ME2180.Click photographs - Photos may exist for this station.
 ME2180
 ME2180.The dynamic height is computed by dividing the NAVD 88
 ME2180.geopotential number by the normal gravity value computed on the
 ME2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2180.degrees latitude (g = 980.6199 gals.).
 ME2180
 ME2180.The modeled gravity was interpolated from observed gravity values.
 ME2180
 ME2180;                    North         East    Units  Estimated Accuracy
 ME2180;SPC MI S     -    46,810.    3,815,540.      MT  (+/- 180 meters Scaled)
 ME2180
 ME2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM340386(NAD 83)
 ME2180
 ME2180                          SUPERSEDED SURVEY CONTROL
 ME2180
 ME2180  NGVD 29 (01/19/93)  200.885  (m)          659.07   (f) ADJUSTED    1 2
 ME2180
 ME2180.Superseded values are not recommended for survey control.
 ME2180
 ME2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2180.See file dsdata.pdf to determine how the superseded data were derived.
 ME2180
 ME2180_MARKER: DV = VERTICAL CONTROL DISK
 ME2180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2180_SP_SET: BRIDGE ABUTMENT
 ME2180_STAMPING: A 327 1985
 ME2180_MARK LOGO: NGS
 ME2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2180+STABILITY: POSITION/ELEVATION WELL
 ME2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2180+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2016
 ME2180
 ME2180  HISTORY     - Date     Condition        Report By
 ME2180  HISTORY     - 1985     MONUMENTED       NGS
 ME2180  HISTORY     - 20040617 GOOD             FTCH
 ME2180  HISTORY     - 20160606 GOOD             MIDT
 ME2180
 ME2180                          STATION DESCRIPTION
 ME2180
 ME2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2180'16.6 KM (10.3 MI) NE FROM NEW BUFFALO.
 ME2180'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2180'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 15.4 KM (9.55 MI)
 ME2180'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 4.5 M
 ME2180'(14.8 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 ME2180'BROWNTOWN ROAD OVERPASS OF THE HIGHWAY, 17.0 M (55.8 FT) NORTHWEST OF
 ME2180'THE CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 5.2 M
 ME2180'(17.1 FT) SOUTH OF THE CENTER OF THE ROAD.
 ME2180'THE MARK IS 1.1 M BELOW THE ROAD.
 ME2180
 ME2180                          STATION RECOVERY (2004)
 ME2180
 ME2180'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 ME2180'RECOVERED AS DESCRIBED
 ME2180
 ME2180                          STATION RECOVERY (2016)
 ME2180
 ME2180'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 ME2180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1467 ***********************************************************************
 RL1467  DESIGNATION -  A 328
 RL1467  PID         -  RL1467
 RL1467  STATE/COUNTY-  MI/BARAGA
 RL1467  COUNTRY     -  US
 RL1467  USGS QUAD   -  NESTORIA (2017)
 RL1467
 RL1467                         *CURRENT SURVEY CONTROL
 RL1467  ______________________________________________________________________
 RL1467* NAD 83(1986) POSITION- 46 34 14.     (N) 088 16 32.     (W)   SCALED
 RL1467* NAVD 88 ORTHO HEIGHT -   501.384 (meters)     1644.96  (feet) ADJUSTED
 RL1467  ______________________________________________________________________
 RL1467  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 RL1467  DYNAMIC HEIGHT  -        501.404 (meters)     1645.02  (feet) COMP
 RL1467  MODELED GRAVITY -    980,637.7   (mgal)                       NAVD 88
 RL1467
 RL1467  VERT ORDER      -  FIRST     CLASS II
 RL1467
 RL1467.The horizontal coordinates were scaled from a map and have
 RL1467.an estimated accuracy of +/- 6 seconds.
 RL1467
 RL1467.The orthometric height was determined by differential leveling and
 RL1467.adjusted by the NATIONAL GEODETIC SURVEY
 RL1467.in June 1991.
 RL1467
 RL1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1467.GEOID18 height accuracy estimate available here.
 RL1467
 RL1467.Click photographs - Photos may exist for this station.
 RL1467
 RL1467.The dynamic height is computed by dividing the NAVD 88
 RL1467.geopotential number by the normal gravity value computed on the
 RL1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1467.degrees latitude (g = 980.6199 gals.).
 RL1467
 RL1467.The modeled gravity was interpolated from observed gravity values.
 RL1467
 RL1467;                    North         East    Units  Estimated Accuracy
 RL1467;SPC MI N     -   199,430.    7,902,220.      MT  (+/- 180 meters Scaled)
 RL1467
 RL1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS022582(NAD 83)
 RL1467
 RL1467                          SUPERSEDED SURVEY CONTROL
 RL1467
 RL1467.No superseded survey control is available for this station.
 RL1467
 RL1467_MARKER: I = METAL ROD
 RL1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1467_STAMPING: A 328 1985
 RL1467_MARK LOGO: NGS
 RL1467_PROJECTION: FLUSH
 RL1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1467+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1467_ROD/PIPE-DEPTH: 19.5 meters
 RL1467
 RL1467  HISTORY     - Date     Condition        Report By
 RL1467  HISTORY     - 1985     MONUMENTED       NGS
 RL1467  HISTORY     - 19990920 GOOD             USPSQD
 RL1467  HISTORY     - 20000710 GOOD             MIDT
 RL1467
 RL1467                          STATION DESCRIPTION
 RL1467
 RL1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1467'21.7 KM (13.5 MI) EAST FROM COVINGTON.
 RL1467'21.7 KM (13.5 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1467'WITH U.S. HIGHWAY 141 IN COVINGTON, 0.6 KM (0.35 MI) WEST OF THE
 RL1467'INTERSECTION OF THE HIGHWAY AND THE SOO LINE RAILROAD, 51.2 M (168.0
 RL1467'FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL, 31.4 M (103.0 FT)
 RL1467'SOUTHEAST OF THE SOUTH LEG OF UTILITY POLE NUMBER 289, AND 23.4 M
 RL1467'(76.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 RL1467'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1467'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1467'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL1467
 RL1467                          STATION RECOVERY (1999)
 RL1467
 RL1467'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1467'RECOVERED IN GOOD CONDITION.
 RL1467
 RL1467                          STATION RECOVERY (2000)
 RL1467
 RL1467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0469 ***********************************************************************
 RK0469  DESIGNATION -  A 329
 RK0469  PID         -  RK0469
 RK0469  STATE/COUNTY-  MI/MARQUETTE
 RK0469  COUNTRY     -  US
 RK0469  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0469
 RK0469                         *CURRENT SURVEY CONTROL
 RK0469  ______________________________________________________________________
 RK0469* NAD 83(1986) POSITION- 46 30 09.2    (N) 087 39 53.3    (W)   HD_HELD2
 RK0469* NAVD 88 ORTHO HEIGHT -   443.006 (meters)     1453.43  (feet) ADJUSTED
 RK0469  ______________________________________________________________________
 RK0469  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 RK0469  DYNAMIC HEIGHT  -        443.037 (meters)     1453.53  (feet) COMP
 RK0469  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 RK0469
 RK0469  VERT ORDER      -  FIRST     CLASS II
 RK0469
 RK0469.The horizontal coordinates were established by autonomous hand held GPS
 RK0469.observations and have an estimated accuracy of +/- 10 meters.
 RK0469
 RK0469.The orthometric height was determined by differential leveling and
 RK0469.adjusted by the NATIONAL GEODETIC SURVEY
 RK0469.in June 1991.
 RK0469
 RK0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0469.GEOID18 height accuracy estimate available here.
 RK0469
 RK0469.Click photographs - Photos may exist for this station.
 RK0469
 RK0469.The dynamic height is computed by dividing the NAVD 88
 RK0469.geopotential number by the normal gravity value computed on the
 RK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0469.degrees latitude (g = 980.6199 gals.).
 RK0469
 RK0469.The modeled gravity was interpolated from observed gravity values.
 RK0469
 RK0469;                    North         East    Units  Estimated Accuracy
 RK0469;SPC MI N     -   191,296.    7,948,975.      MT  (+/- 10 meters HH2 GPS)
 RK0469
 RK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4899050102(NAD 83)
 RK0469
 RK0469                          SUPERSEDED SURVEY CONTROL
 RK0469
 RK0469.No superseded survey control is available for this station.
 RK0469
 RK0469_MARKER: DV = VERTICAL CONTROL DISK
 RK0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0469_SP_SET: BRIDGE ABUTMENT
 RK0469_STAMPING: A 329 1985
 RK0469_MARK LOGO: NGS
 RK0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0469+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 RK0469
 RK0469  HISTORY     - Date     Condition        Report By
 RK0469  HISTORY     - 1985     MONUMENTED       NGS
 RK0469  HISTORY     - 19990712 GOOD             MIDT
 RK0469  HISTORY     - 19990922 GOOD             USPSQD
 RK0469  HISTORY     - 20041009 GOOD             USPSQD
 RK0469  HISTORY     - 20060718 GOOD             USPSQD
 RK0469  HISTORY     - 20140422 GOOD             MIDT
 RK0469
 RK0469                          STATION DESCRIPTION
 RK0469
 RK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0469'IN ISHPEMING.
 RK0469'IN ISHPEMING, AT THE INTERSECTION OF THE LAKE SUPERIOR AND ISHPEMING
 RK0469'RAILROAD AND THIRD STREET, SET VERTICALLY IN THE WEST FACE OF THE WEST
 RK0469'ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 121.6 M (398.9 FT)
 RK0469'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF STATE HIGHWAY 28,
 RK0469'6.3 M (20.7 FT) EAST OF THE CENTERLINE OF THE STREET, AND 0.4 M (1.3
 RK0469'FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 RK0469'THE MARK IS 1.4 M ABOVE THE STREET.
 RK0469
 RK0469                          STATION RECOVERY (1999)
 RK0469
 RK0469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (1999)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (2004)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (2006)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0469'MARK IS ON THE WEST FACE OF THE EAST ABUTMENT.
 RK0469
 RK0469                          STATION RECOVERY (2014)
 RK0469
 RK0469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RK0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE5262 ***********************************************************************
 AE5262  DESIGNATION -  A 330 RESET
 AE5262  PID         -  AE5262
 AE5262  STATE/COUNTY-  MI/BERRIEN
 AE5262  COUNTRY     -  US
 AE5262  USGS QUAD   -  NEW BUFFALO EAST (2017)
 AE5262
 AE5262                         *CURRENT SURVEY CONTROL
 AE5262  ______________________________________________________________________
 AE5262* NAD 83(1986) POSITION- 41 47 35.     (N) 086 44 50.     (W)   SCALED
 AE5262* NAVD 88 ORTHO HEIGHT -   189.59  (meters)      622.0   (feet) RESET
 AE5262  ______________________________________________________________________
 AE5262  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 AE5262  VERT ORDER      -  THIRD
 AE5262
 AE5262.The horizontal coordinates were scaled from a map and have
 AE5262.an estimated accuracy of +/- 6 seconds.
 AE5262
 AE5262.The orthometric height was computed from unverified reset data.
 AE5262
 AE5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5262.GEOID18 height accuracy estimate available here.
 AE5262
 AE5262.Click photographs - Photos may exist for this station.
 AE5262
 AE5262;                    North         East    Units  Estimated Accuracy
 AE5262;SPC MI S     -    35,350.    3,802,140.      MT  (+/- 180 meters Scaled)
 AE5262
 AE5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM210268(NAD 83)
 AE5262
 AE5262                          SUPERSEDED SURVEY CONTROL
 AE5262
 AE5262.No superseded survey control is available for this station.
 AE5262
 AE5262_MARKER: DV = VERTICAL CONTROL DISK
 AE5262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5262_SP_SET: POST OFFICE FOUNDATION
 AE5262_STAMPING: A 330 RESET 1997
 AE5262_MARK LOGO: NGS
 AE5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5262+STABILITY: SURFACE MOTION
 AE5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5262+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5262
 AE5262  HISTORY     - Date     Condition        Report By
 AE5262  HISTORY     - 1997     MONUMENTED       NGS
 AE5262
 AE5262                          STATION DESCRIPTION
 AE5262
 AE5262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RLR)
 AE5262'STATION IS LOCATED IN QUAD.  410864.  IT IS IN THE TOWN OF NEW
 AE5262'BUFFALO, AT THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, (ZIP
 AE5262'49117), WHICH IS LOCATED AT THE CORNER OF BUFFALO ST AND MAYHEW ST.
 AE5262'DISK IS CEMENTED IN A DRILL HOLE ATOP THE EXTENTION OF THE CONCRETE
 AE5262'FOUNDATION WALL OF THE WEST WALL OF THE LOADING DOCK BY THE RAMP GOING
 AE5262'ONTO THE LOADING DOCK, 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF
 AE5262'MAYHEW ST, 14.6 FT (4.5 M) SOUTH OF THE SOUTH FACE OF THE WALL OF THE
 AE5262'MAIN PART OF THE POST OFFICE BUILDING AND 5.6 FT (1.7 M) WEST OF THE
 AE5262'SOUTHWEST CORNER OF THE LOADING DOCK FOR THE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1169 ***********************************************************************
 NF1169  DESIGNATION -  A 331
 NF1169  PID         -  NF1169
 NF1169  STATE/COUNTY-  MI/JACKSON
 NF1169  COUNTRY     -  US
 NF1169  USGS QUAD   -  PARMA (2017)
 NF1169
 NF1169                         *CURRENT SURVEY CONTROL
 NF1169  ______________________________________________________________________
 NF1169* NAD 83(1986) POSITION- 42 15 58.13   (N) 084 37 13.88   (W)   HD_HELD1
 NF1169* NAVD 88 ORTHO HEIGHT -   302.677 (meters)      993.03  (feet) ADJUSTED
 NF1169  ______________________________________________________________________
 NF1169  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 NF1169  DYNAMIC HEIGHT  -        302.570 (meters)      992.68  (feet) COMP
 NF1169  MODELED GRAVITY -    980,260.8   (mgal)                       NAVD 88
 NF1169
 NF1169  VERT ORDER      -  FIRST     CLASS II
 NF1169
 NF1169.The horizontal coordinates were determined by differentially corrected
 NF1169.hand held GPS observations or other comparable positioning techniques
 NF1169.and have an estimated accuracy of +/- 3 meters.
 NF1169
 NF1169.The orthometric height was determined by differential leveling and
 NF1169.adjusted by the NATIONAL GEODETIC SURVEY
 NF1169.in June 1991.
 NF1169
 NF1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1169.GEOID18 height accuracy estimate available here.
 NF1169
 NF1169.Click photographs - Photos may exist for this station.
 NF1169
 NF1169.The dynamic height is computed by dividing the NAVD 88
 NF1169.geopotential number by the normal gravity value computed on the
 NF1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1169.degrees latitude (g = 980.6199 gals.).
 NF1169
 NF1169.The modeled gravity was interpolated from observed gravity values.
 NF1169
 NF1169;                    North         East    Units  Estimated Accuracy
 NF1169;SPC MI S     -    85,133.9   3,979,056.5     MT  (+/- 3 meters HH1 GPS) 
 NF1169
 NF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9624482068(NAD 83)
 NF1169
 NF1169                          SUPERSEDED SURVEY CONTROL
 NF1169
 NF1169  NGVD 29 (01/19/93)  302.799  (m)          993.43   (f) ADJUSTED    1 2
 NF1169
 NF1169.Superseded values are not recommended for survey control.
 NF1169
 NF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1169.See file dsdata.pdf to determine how the superseded data were derived.
 NF1169
 NF1169_MARKER: DV = VERTICAL CONTROL DISK
 NF1169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1169_SP_SET: BRIDGE ABUTMENT
 NF1169_STAMPING: A 331 1985
 NF1169_MARK LOGO: NGS
 NF1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1169+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2021
 NF1169
 NF1169  HISTORY     - Date     Condition        Report By
 NF1169  HISTORY     - 1985     MONUMENTED       NGS
 NF1169  HISTORY     - 19941004 GOOD             LOCENG
 NF1169  HISTORY     - 19971010 GOOD             USPSQD
 NF1169  HISTORY     - 20201026 GOOD             MCA
 NF1169  HISTORY     - 20210726 GOOD             MIDT
 NF1169
 NF1169                          STATION DESCRIPTION
 NF1169
 NF1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1169'12.3 KM (7.65 MI) EAST FROM ALBION.
 NF1169'12.3 KM (7.65 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE POST OFFICE
 NF1169'IN ALBION, IN TOP OF AND 2.8 M (9.2 FT) SOUTHEAST OF THE NORTHWEST
 NF1169'CORNER OF THE NORTHWEST ABUTMENT OF THE AVENUE OVERPASS OF INTERSTATE
 NF1169'HIGHWAY 94, AND 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NF1169'AVENUE.
 NF1169'THE MARK IS 0.3 M ABOVE THE AVENUE.
 NF1169
 NF1169                          STATION RECOVERY (1994)
 NF1169
 NF1169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (PVS)
 NF1169'RECOVERED AS DESCRIBED.
 NF1169
 NF1169                          STATION RECOVERY (1997)
 NF1169
 NF1169'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1169'RECOVERED IN GOOD CONDITION.
 NF1169
 NF1169                          STATION RECOVERY (2020)
 NF1169
 NF1169'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CM)
 NF1169'SOUTH END OF THE NORTHEAST CONCRETE ABUTMENT.
 NF1169
 NF1169                          STATION RECOVERY (2021)
 NF1169
 NF1169'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AZ)
 NF1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7988 ***********************************************************************
 AH7988  DESIGNATION -  A 332
 AH7988  PID         -  AH7988
 AH7988  STATE/COUNTY-  MI/JACKSON
 AH7988  COUNTRY     -  US
 AH7988  USGS QUAD   -  JACKSON NORTH (2017)
 AH7988
 AH7988                         *CURRENT SURVEY CONTROL
 AH7988  ______________________________________________________________________
 AH7988* NAD 83(1986) POSITION- 42 17 41.     (N) 084 24 49.     (W)   SCALED
 AH7988* NAVD 88 ORTHO HEIGHT -   290.755 (meters)      953.92  (feet) ADJUSTED
 AH7988  ______________________________________________________________________
 AH7988  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 AH7988  DYNAMIC HEIGHT  -        290.653 (meters)      953.58  (feet) COMP
 AH7988  MODELED GRAVITY -    980,262.9   (mgal)                       NAVD 88
 AH7988
 AH7988  VERT ORDER      -  FIRST     CLASS II
 AH7988
 AH7988.The horizontal coordinates were scaled from a map and have
 AH7988.an estimated accuracy of +/- 6 seconds.
 AH7988
 AH7988.The orthometric height was determined by differential leveling and
 AH7988.adjusted by the NATIONAL GEODETIC SURVEY
 AH7988.in January 2002.
 AH7988
 AH7988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7988.GEOID18 height accuracy estimate available here.
 AH7988
 AH7988.Click photographs - Photos may exist for this station.
 AH7988
 AH7988.The dynamic height is computed by dividing the NAVD 88
 AH7988.geopotential number by the normal gravity value computed on the
 AH7988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7988.degrees latitude (g = 980.6199 gals.).
 AH7988
 AH7988.The modeled gravity was interpolated from observed gravity values.
 AH7988
 AH7988;                    North         East    Units  Estimated Accuracy
 AH7988;SPC MI S     -    88,280.    3,996,130.      MT  (+/- 180 meters Scaled)
 AH7988
 AH7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM132857(NAD 83)
 AH7988
 AH7988                          SUPERSEDED SURVEY CONTROL
 AH7988
 AH7988.No superseded survey control is available for this station.
 AH7988
 AH7988_MARKER: F = FLANGE-ENCASED ROD
 AH7988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7988_STAMPING: A 332 1992
 AH7988_MARK LOGO: NGS
 AH7988_PROJECTION: FLUSH
 AH7988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7988+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 AH7988_ROD/PIPE-DEPTH: 3.4 meters
 AH7988
 AH7988  HISTORY     - Date     Condition        Report By
 AH7988  HISTORY     - 1992     MONUMENTED       NGS
 AH7988  HISTORY     - 20000707 GOOD             NGS
 AH7988  HISTORY     - 20010522 GOOD             NGS
 AH7988  HISTORY     - 20111207 GOOD             SURVSL
 AH7988  HISTORY     - 20250729 GOOD             MCA
 AH7988
 AH7988                          STATION DESCRIPTION
 AH7988
 AH7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7988'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7988'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 2.5 KM (1.55 MI)
 AH7988'NORTHERLY ALONG LANCING AVENUE, NEAR THE NORTHWEST CORNER OF THE
 AH7988'FIFIELD CEMETERY, 11.2 M (36.7 FT) EAST OF THE AVENUE CENTERLINE, 3.7
 AH7988'M (12.1 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE
 AH7988'LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AH7988'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7988
 AH7988                          STATION RECOVERY (2000)
 AH7988
 AH7988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7988'RECOVERED AS DESCRIBED.
 AH7988
 AH7988                          STATION RECOVERY (2001)
 AH7988
 AH7988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH7988'RECOVERED IN GOOD CONDITION.
 AH7988
 AH7988                          STATION RECOVERY (2011)
 AH7988
 AH7988'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2011 (JDB)
 AH7988'RECOVERED AS DESCRIBED.
 AH7988
 AH7988                          STATION RECOVERY (2025)
 AH7988
 AH7988'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 AH7988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7942 ***********************************************************************
 AH7942  DESIGNATION -  A 333
 AH7942  PID         -  AH7942
 AH7942  STATE/COUNTY-  MI/IONIA
 AH7942  COUNTRY     -  US
 AH7942  USGS QUAD   -  PORTLAND NORTH (2017)
 AH7942
 AH7942                         *CURRENT SURVEY CONTROL
 AH7942  ______________________________________________________________________
 AH7942* NAD 83(2011) POSITION- 42 53 13.55600(N) 084 55 17.82341(W)   ADJUSTED
 AH7942* NAD 83(2011) ELLIP HT-   185.827 (meters)        (06/27/12)   ADJUSTED
 AH7942* NAD 83(2011) EPOCH   -  2010.00
 AH7942* NAVD 88 ORTHO HEIGHT -   219.501 (meters)      720.15  (feet) ADJUSTED
 AH7942  ______________________________________________________________________
 AH7942  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 AH7942  NAD 83(2011) X  -    414,322.660 (meters)                     COMP
 AH7942  NAD 83(2011) Y  - -4,662,260.627 (meters)                     COMP
 AH7942  NAD 83(2011) Z  -  4,318,446.895 (meters)                     COMP
 AH7942  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 AH7942  DYNAMIC HEIGHT  -        219.440 (meters)      719.95  (feet) COMP
 AH7942  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 AH7942
 AH7942  VERT ORDER      -  FIRST     CLASS II
 AH7942
 AH7942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7942  Standards:
 AH7942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7942  -------------------------------------------------------------------
 AH7942  NETWORK    0.66   1.39           0.31   0.21   0.71      0.07314299
 AH7942  -------------------------------------------------------------------
 AH7942  Click here for local accuracies and other accuracy information.
 AH7942
 AH7942.The horizontal coordinates were established by GPS observations
 AH7942.and adjusted by the National Geodetic Survey in June 2012.
 AH7942
 AH7942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7942.been affixed to the stable North American tectonic plate. See 
 AH7942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7942
 AH7942.The horizontal coordinates are valid at the epoch date displayed above
 AH7942.which is a decimal equivalence of Year/Month/Day.
 AH7942
 AH7942.The orthometric height was determined by differential leveling and
 AH7942.adjusted by the NATIONAL GEODETIC SURVEY
 AH7942.in January 2002.
 AH7942
 AH7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7942.GEOID18 height accuracy estimate available here.
 AH7942
 AH7942.Click photographs - Photos may exist for this station.
 AH7942
 AH7942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7942
 AH7942.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7942
 AH7942.The ellipsoidal height was determined by GPS observations
 AH7942.and is referenced to NAD 83.
 AH7942
 AH7942.The dynamic height is computed by dividing the NAVD 88
 AH7942.geopotential number by the normal gravity value computed on the
 AH7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7942.degrees latitude (g = 980.6199 gals.).
 AH7942
 AH7942.The modeled gravity was interpolated from observed gravity values.
 AH7942
 AH7942. The following values were computed from the NAD 83(2011) position.
 AH7942
 AH7942;                    North         East     Units Scale Factor Converg.
 AH7942;SPC MI S     -   154,224.742 3,954,670.550   MT  0.99990688   -0 22 39.6
 AH7942;SPC MI S     -   505,986.69 12,974,640.91   iFT  0.99990688   -0 22 39.6
 AH7942;UTM  16      - 4,750,372.831   669,718.166   MT  0.99995437   +1 24 53.3
 AH7942
 AH7942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7942!SPC MI S     -   0.99997086  x   0.99990688  =   0.99987774
 AH7942!UTM  16      -   0.99997086  x   0.99995437  =   0.99992523
 AH7942
 AH7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6971850372(NAD 83)
 AH7942
 AH7942                          SUPERSEDED SURVEY CONTROL
 AH7942
 AH7942  NAD 83(2007)-  42 53 13.55621(N)    084 55 17.82418(W) AD(2002.00) 1
 AH7942  ELLIP H (08/07/08)  185.835  (m)                       GP(2002.00) 4 1
 AH7942  NAVD 88             219.50   (m)          720.1    (f) LEVELING    3  
 AH7942
 AH7942.Superseded values are not recommended for survey control.
 AH7942
 AH7942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7942.See file dsdata.pdf to determine how the superseded data were derived.
 AH7942
 AH7942_MARKER: F = FLANGE-ENCASED ROD
 AH7942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7942_STAMPING: A 333 1992
 AH7942_MARK LOGO: NGS
 AH7942_PROJECTION: FLUSH
 AH7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7942+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 AH7942_ROD/PIPE-DEPTH: 6.2 meters
 AH7942
 AH7942  HISTORY     - Date     Condition        Report By
 AH7942  HISTORY     - 1992     MONUMENTED       NGS
 AH7942  HISTORY     - 19990407 GOOD             NGS
 AH7942  HISTORY     - 20060524 GOOD             MIDT
 AH7942  HISTORY     - 20111101 GOOD             GOUFRA
 AH7942  HISTORY     - 20200528 GOOD             MIDT
 AH7942  HISTORY     - 20210519 GOOD             MIDT
 AH7942
 AH7942                          STATION DESCRIPTION
 AH7942
 AH7942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7942'2.3 KM (1.40 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7942'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , THENCE 0.5
 AH7942'KM (0.30 MI) NORTHERLY ALONG QUARTERLINE STREET, THENCE 1.8 KM (1.10
 AH7942'MI) NORTHERLY ALONG LYONS ROAD, 10.1 M (33.1 FT) EAST OF THE MOST
 AH7942'EASTERLY OF 3 UNDERGROUND CABLE JUNCTION BOXES, 9.4 M (30.8 FT) NORTH
 AH7942'OF AND LEVEL WITH THE ROAD CENTER, 6.3 M (20.7 FT) WEST OF THE CENTER
 AH7942'OF A GRAVELED ROAD, 4.1 M (13.5 FT) NORTHWEST OF A UTILITY POLE WITH A
 AH7942'TRANSFORMER, AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH END OF A FENCE.
 AH7942'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7942
 AH7942                          STATION RECOVERY (1999)
 AH7942
 AH7942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7942'RECOVERED AS DESCRIBED.
 AH7942
 AH7942                          STATION RECOVERY (2006)
 AH7942
 AH7942'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AH7942'RECOVERED AS DESCRIBED.
 AH7942
 AH7942                          STATION RECOVERY (2011)
 AH7942
 AH7942'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 AH7942'RECOVERED IN GOOD CONDITION.
 AH7942'
 AH7942'NOTE-LOGO CAP BROKE OFF HINGE BUT IN PLACE, 2.0 FT (0.6 M) LOWER THAN
 AH7942'THE ROAD AND THE UTILITY POLE WITH A TRANSFORMER HAS BEEN REMOVED.
 AH7942
 AH7942                          STATION RECOVERY (2020)
 AH7942
 AH7942'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AH7942'RECOVERED IN GOOD CONDITION.
 AH7942
 AH7942                          STATION RECOVERY (2021)
 AH7942
 AH7942'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 AH7942'THE MARK IS COVERED BY PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0491 ***********************************************************************
 NG0491  DESIGNATION -  A 334
 NG0491  PID         -  NG0491
 NG0491  STATE/COUNTY-  MI/VAN BUREN
 NG0491  COUNTRY     -  US
 NG0491  USGS QUAD   -  BANGOR (2017)
 NG0491
 NG0491                         *CURRENT SURVEY CONTROL
 NG0491  ______________________________________________________________________
 NG0491* NAD 83(1986) POSITION- 42 19 35.     (N) 086 04 18.     (W)   SCALED
 NG0491* NAVD 88 ORTHO HEIGHT -   214.150 (meters)      702.59  (feet) ADJUSTED
 NG0491  ______________________________________________________________________
 NG0491  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 NG0491  DYNAMIC HEIGHT  -        214.088 (meters)      702.39  (feet) COMP
 NG0491  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 NG0491
 NG0491  VERT ORDER      -  FIRST     CLASS II
 NG0491
 NG0491.The horizontal coordinates were scaled from a map and have
 NG0491.an estimated accuracy of +/- 6 seconds.
 NG0491
 NG0491.The orthometric height was determined by differential leveling and
 NG0491.adjusted by the NATIONAL GEODETIC SURVEY
 NG0491.in June 1991.
 NG0491
 NG0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0491.GEOID18 height accuracy estimate available here.
 NG0491
 NG0491.Click photographs - Photos may exist for this station.
 NG0491
 NG0491.The dynamic height is computed by dividing the NAVD 88
 NG0491.geopotential number by the normal gravity value computed on the
 NG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0491.degrees latitude (g = 980.6199 gals.).
 NG0491
 NG0491.The modeled gravity was interpolated from observed gravity values.
 NG0491
 NG0491;                    North         East    Units  Estimated Accuracy
 NG0491;SPC MI S     -    93,220.    3,859,480.      MT  (+/- 180 meters Scaled)
 NG0491
 NG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM764864(NAD 83)
 NG0491
 NG0491                          SUPERSEDED SURVEY CONTROL
 NG0491
 NG0491  NGVD 29 (01/19/93)  214.282  (m)          703.02   (f) ADJUSTED    1 2
 NG0491
 NG0491.Superseded values are not recommended for survey control.
 NG0491
 NG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0491.See file dsdata.pdf to determine how the superseded data were derived.
 NG0491
 NG0491_MARKER: F = FLANGE-ENCASED ROD
 NG0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0491_STAMPING: A 334 1985
 NG0491_MARK LOGO: NGS
 NG0491_PROJECTION: FLUSH
 NG0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0491+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2023
 NG0491_ROD/PIPE-DEPTH: 7.3 meters
 NG0491
 NG0491  HISTORY     - Date     Condition        Report By
 NG0491  HISTORY     - 1985     MONUMENTED       NGS
 NG0491  HISTORY     - 19971010 GOOD             USPSQD
 NG0491  HISTORY     - 20230117 GOOD             MIDT
 NG0491
 NG0491                          STATION DESCRIPTION
 NG0491
 NG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0491'9.3 KM (5.8 MI) SOUTH FROM GRAND JUNCTION.
 NG0491'9.3 KM (5.8 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION WITH
 NG0491'COUNTY ROAD 388 IN GRAND JUNCTION, 1.2 KM (0.75 MI) NORTH OF THE
 NG0491'INTERSECTION OF 28TH AVENUE, 44.5 M (146.0 FT) SOUTH OF THE CENTER OF
 NG0491'A PAVED DRIVEWAY, 28.0 M (91.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 NG0491'OF A HOUSE, 23.6 M (77.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 NG0491'HOUSE, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE ROAD, 1.0 M (3.3
 NG0491'FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 25293, AND 0.8 M
 NG0491'(2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0491'THROUGH A 5-INCH LOGO CAP.
 NG0491'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 NG0491'THE MARK IS 0.3 M BELOW THE ROAD.
 NG0491
 NG0491                          STATION RECOVERY (1997)
 NG0491
 NG0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0491'RECOVERED IN GOOD CONDITION.
 NG0491
 NG0491                          STATION RECOVERY (2023)
 NG0491
 NG0491'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NG0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0467 ***********************************************************************
 NG0467  DESIGNATION -  A 335
 NG0467  PID         -  NG0467
 NG0467  STATE/COUNTY-  MI/BERRIEN
 NG0467  COUNTRY     -  US
 NG0467  USGS QUAD   -  COLOMA (2017)
 NG0467
 NG0467                         *CURRENT SURVEY CONTROL
 NG0467  ______________________________________________________________________
 NG0467* NAD 83(2011) POSITION- 42 08 58.47046(N) 086 22 08.19013(W)   ADJUSTED
 NG0467* NAD 83(2011) ELLIP HT-   171.157 (meters)        (06/27/12)   ADJUSTED
 NG0467* NAD 83(2011) EPOCH   -  2010.00
 NG0467* NAVD 88 ORTHO HEIGHT -   204.853 (meters)      672.09  (feet) ADJUSTED
 NG0467  ______________________________________________________________________
 NG0467  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 NG0467  NAD 83(2011) X  -    299,937.577 (meters)                     COMP
 NG0467  NAD 83(2011) Y  - -4,726,485.520 (meters)                     COMP
 NG0467  NAD 83(2011) Z  -  4,258,050.791 (meters)                     COMP
 NG0467  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 NG0467  DYNAMIC HEIGHT  -        204.786 (meters)      671.87  (feet) COMP
 NG0467  MODELED GRAVITY -    980,288.5   (mgal)                       NAVD 88
 NG0467
 NG0467  VERT ORDER      -  FIRST     CLASS II
 NG0467
 NG0467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0467  Standards:
 NG0467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0467  -------------------------------------------------------------------
 NG0467  NETWORK    0.70   1.12           0.32   0.24   0.57      0.03477073
 NG0467  -------------------------------------------------------------------
 NG0467  Click here for local accuracies and other accuracy information.
 NG0467
 NG0467.The horizontal coordinates were established by GPS observations
 NG0467.and adjusted by the National Geodetic Survey in June 2012.
 NG0467
 NG0467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0467.been affixed to the stable North American tectonic plate. See 
 NG0467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0467
 NG0467.The horizontal coordinates are valid at the epoch date displayed above
 NG0467.which is a decimal equivalence of Year/Month/Day.
 NG0467
 NG0467.The orthometric height was determined by differential leveling and
 NG0467.adjusted by the NATIONAL GEODETIC SURVEY
 NG0467.in June 1991.
 NG0467
 NG0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0467.GEOID18 height accuracy estimate available here.
 NG0467
 NG0467.Click photographs - Photos may exist for this station.
 NG0467
 NG0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0467
 NG0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0467
 NG0467.The ellipsoidal height was determined by GPS observations
 NG0467.and is referenced to NAD 83.
 NG0467
 NG0467.The dynamic height is computed by dividing the NAVD 88
 NG0467.geopotential number by the normal gravity value computed on the
 NG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0467.degrees latitude (g = 980.6199 gals.).
 NG0467
 NG0467.The modeled gravity was interpolated from observed gravity values.
 NG0467
 NG0467. The following values were computed from the NAD 83(2011) position.
 NG0467
 NG0467;                    North         East     Units Scale Factor Converg.
 NG0467;SPC MI S     -    74,121.986 3,834,516.529   MT  0.99998863   -1 21 45.4
 NG0467;SPC MI S     -   243,182.37 12,580,434.81   iFT  0.99998863   -1 21 45.4
 NG0467;UTM  16      - 4,666,576.290   552,140.283   MT  0.99963345   +0 25 24.6
 NG0467
 NG0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0467!SPC MI S     -   0.99997316  x   0.99998863  =   0.99996179
 NG0467!UTM  16      -   0.99997316  x   0.99963345  =   0.99960662
 NG0467
 NG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5214066576(NAD 83)
 NG0467
 NG0467                          SUPERSEDED SURVEY CONTROL
 NG0467
 NG0467  NAD 83(2007)-  42 08 58.47104(N)    086 22 08.19048(W) AD(2002.00) 0
 NG0467  ELLIP H (02/10/07)  171.186  (m)                       GP(2002.00)    
 NG0467  ELLIP H (07/17/02)  171.204  (m)                       GP(       ) 4 1
 NG0467  NAD 83(1994)-  42 08 58.47012(N)    086 22 08.19011(W) AD(       ) 1
 NG0467  ELLIP H (02/03/97)  171.224  (m)                       GP(       ) 4 1
 NG0467  NAD 83(1991)-  42 08 58.47167(N)    086 22 08.20013(W) AD(       ) 1
 NG0467  NAVD 88             204.85   (m)          672.1    (f) LEVELING    3  
 NG0467  NGVD 29 (01/19/93)  205.006  (m)          672.59   (f) ADJUSTED    1 2
 NG0467
 NG0467.Superseded values are not recommended for survey control.
 NG0467
 NG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0467.See file dsdata.pdf to determine how the superseded data were derived.
 NG0467
 NG0467_MARKER: DV = VERTICAL CONTROL DISK
 NG0467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0467_SP_SET: BRIDGE ABUTMENT
 NG0467_STAMPING: A 335 1985
 NG0467_MARK LOGO: NGS
 NG0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0467+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2018
 NG0467
 NG0467  HISTORY     - Date     Condition        Report By
 NG0467  HISTORY     - 1985     MONUMENTED       NGS
 NG0467  HISTORY     - 19930929 GOOD             MIDT
 NG0467  HISTORY     - 20001019 GOOD             MI-159
 NG0467  HISTORY     - 20050417 GOOD             INDIV
 NG0467  HISTORY     - 20080528 GOOD             COLEM
 NG0467  HISTORY     - 20181201 GOOD             SPICR
 NG0467
 NG0467                          STATION DESCRIPTION
 NG0467
 NG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0467'10.8 KM (6.7 MI) NE FROM ST JOSEPH.
 NG0467'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0467'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG FAIR
 NG0467'STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD, THENCE
 NG0467'5.7 KM (3.55 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, IN TOP OF AND
 NG0467'4.0 M (13.1 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 NG0467'OF THE HIGHWAY OVERPASS OF U.S. HIGHWAY 31, 22.8 M (74.8 FT) WEST OF
 NG0467'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE U.S. HIGHWAY, AND 8.0 M
 NG0467'(26.2 FT) NORTH OF THE CENTERLINE OF RED ARROW HIGHWAY.
 NG0467'THE MARK IS 0.3 M ABOVE RED ARROW HIGHWAY.
 NG0467
 NG0467                          STATION RECOVERY (1993)
 NG0467
 NG0467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0467'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 NG0467'IN THE SOUTHWEST 1/4 SECTION 2, T-4-S, R-18-W, OF BENTON TOWNSHIP.
 NG0467'ABOUT 6.0 MILES NORTHEAST FROM BENTON HARBOR, 3.5 MILES SOUTHWEST FROM
 NG0467'COLOMA, AND 3.0 MILES SOUTH FROM RIVERSIDE. TO REACH FROM THE POST
 NG0467'OFFICE IN ST. JOSEPH, GO EAST ALONG INTERSTATE 94 BUSINESS ROUTE FOR
 NG0467'2.35 MILES TO TERRITORIAL ROAD. GO EAST ALONG TERRITORIAL ROAD FOR 0.7
 NG0467'MILE TO RED ARROW HIGHWAY. GO EAST ALONG RED ARROW HIGHWAY FOR 3.5
 NG0467'MILES TO STATION ON THE LEFT AS DESCRIBED. STATION IS 58.0 FEET
 NG0467'NORTHEAST FROM NORTHEAST CORNER OF CATCH BASIN RIM, 48.6 FEET NORTH
 NG0467'FROM NORTH FACE OF BARRIER WALL, 22.0 FEET NORTHEAST FROM NORTHEAST
 NG0467'CORNER OF ANOTHER CATCH BASIN RIM, AND 2.2 FEET NORTHEAST FROM NORTH
 NG0467'FACE OF ANOTHER BARRIER WALL.
 NG0467
 NG0467                          STATION RECOVERY (2000)
 NG0467
 NG0467'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0467'MARKER IS IN THE TOP OF THE NORTH WEST WING WALL OF RED ARROW HWY
 NG0467'BRIDGE OVER I-196 HWY AT INTERCHANGE OF NW COR OF BRIDGE. A-335 IS
 NG0467'PAINTED ON THE BRIDGE RAIL.
 NG0467
 NG0467                          STATION RECOVERY (2005)
 NG0467
 NG0467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BPL)
 NG0467'RECOVERED BY WIGHTMAN AND ASSOCIATES, INC. IN 2005.  POINT IS SUITABLE
 NG0467'FOR GPS OBSERVATIONS. A DIFFICULT TRIPOD SETUP IS REQUIRED AS THE
 NG0467'POINT IS ON TOP OF ABUTMENT WALL.
 NG0467
 NG0467                          STATION RECOVERY (2008)
 NG0467
 NG0467'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NG0467'RECOVERED AS DESCRIBED.
 NG0467'
 NG0467'NOTE-- THE DISK IS COVERED WITH BRIDGE PAINT.
 NG0467
 NG0467                          STATION RECOVERY (2018)
 NG0467
 NG0467'RECOVERY NOTE BY SPICER GROUP 2018 (JRD)
 NG0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1199 ***********************************************************************
 NF1199  DESIGNATION -  A 336
 NF1199  PID         -  NF1199
 NF1199  STATE/COUNTY-  MI/CALHOUN
 NF1199  COUNTRY     -  US
 NF1199  USGS QUAD   -  AUGUSTA (2017)
 NF1199
 NF1199                         *CURRENT SURVEY CONTROL
 NF1199  ______________________________________________________________________
 NF1199* NAD 83(2011) POSITION- 42 19 13.04659(N) 085 15 32.02483(W)   ADJUSTED
 NF1199* NAD 83(2011) ELLIP HT-   244.713 (meters)        (06/27/12)   ADJUSTED
 NF1199* NAD 83(2011) EPOCH   -  2010.00
 NF1199* NAVD 88 ORTHO HEIGHT -   278.075 (meters)      912.32  (feet) ADJUSTED
 NF1199  ______________________________________________________________________
 NF1199  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 NF1199  NAD 83(2011) X  -    390,397.231 (meters)                     COMP
 NF1199  NAD 83(2011) Y  - -4,707,139.154 (meters)                     COMP
 NF1199  NAD 83(2011) Z  -  4,272,140.588 (meters)                     COMP
 NF1199  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 NF1199  DYNAMIC HEIGHT  -        277.988 (meters)      912.03  (feet) COMP
 NF1199  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 NF1199
 NF1199  VERT ORDER      -  FIRST     CLASS II
 NF1199
 NF1199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1199  Standards:
 NF1199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1199  -------------------------------------------------------------------
 NF1199  NETWORK    0.93   2.29           0.41   0.34   1.17      0.12362319
 NF1199  -------------------------------------------------------------------
 NF1199  Click here for local accuracies and other accuracy information.
 NF1199
 NF1199.The horizontal coordinates were established by GPS observations
 NF1199.and adjusted by the National Geodetic Survey in June 2012.
 NF1199
 NF1199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1199.been affixed to the stable North American tectonic plate. See 
 NF1199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1199
 NF1199.The horizontal coordinates are valid at the epoch date displayed above
 NF1199.which is a decimal equivalence of Year/Month/Day.
 NF1199
 NF1199.The orthometric height was determined by differential leveling and
 NF1199.adjusted by the NATIONAL GEODETIC SURVEY
 NF1199.in June 1991.
 NF1199
 NF1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1199.GEOID18 height accuracy estimate available here.
 NF1199
 NF1199.Click photographs - Photos may exist for this station.
 NF1199
 NF1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1199
 NF1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1199
 NF1199.The ellipsoidal height was determined by GPS observations
 NF1199.and is referenced to NAD 83.
 NF1199
 NF1199.The dynamic height is computed by dividing the NAVD 88
 NF1199.geopotential number by the normal gravity value computed on the
 NF1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1199.degrees latitude (g = 980.6199 gals.).
 NF1199
 NF1199.The modeled gravity was interpolated from observed gravity values.
 NF1199
 NF1199. The following values were computed from the NAD 83(2011) position.
 NF1199
 NF1199;                    North         East     Units Scale Factor Converg.
 NF1199;SPC MI S     -    91,506.005 3,926,454.671   MT  0.99995513   -0 36 25.9
 NF1199;SPC MI S     -   300,216.55 12,882,069.13   iFT  0.99995513   -0 36 25.9
 NF1199;UTM  16      - 4,686,806.639   643,470.861   MT  0.99985327   +1 10 20.8
 NF1199
 NF1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1199!SPC MI S     -   0.99996162  x   0.99995513  =   0.99991675
 NF1199!UTM  16      -   0.99996162  x   0.99985327  =   0.99981490
 NF1199
 NF1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4347086806(NAD 83)
 NF1199
 NF1199                          SUPERSEDED SURVEY CONTROL
 NF1199
 NF1199  NAD 83(2007)-  42 19 13.04674(N)    085 15 32.02572(W) AD(2002.00) 0
 NF1199  ELLIP H (02/10/07)  244.727  (m)                       GP(2002.00)    
 NF1199  ELLIP H (07/17/02)  244.732  (m)                       GP(       ) 4 1
 NF1199  NAD 83(1994)-  42 19 13.04679(N)    085 15 32.02635(W) AD(       ) 1
 NF1199  ELLIP H (02/03/97)  244.741  (m)                       GP(       ) 4 1
 NF1199  NAD 83(1986)-  42 19 13.04699(N)    085 15 32.04031(W) AD(       ) 1
 NF1199  NGVD 29             278.21   (m)          912.8    (f) LEVELING    3  
 NF1199  NGVD 29 (01/19/93)  278.206  (m)          912.75   (f) ADJUSTED    1 2
 NF1199
 NF1199.Superseded values are not recommended for survey control.
 NF1199
 NF1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1199.See file dsdata.pdf to determine how the superseded data were derived.
 NF1199
 NF1199_MARKER: F = FLANGE-ENCASED ROD
 NF1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1199_STAMPING: A 336 1985
 NF1199_MARK LOGO: NGS
 NF1199_PROJECTION: FLUSH
 NF1199_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1199+STABILITY: POSITION/ELEVATION WELL
 NF1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1199+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 NF1199_ROD/PIPE-DEPTH: 30.5 meters
 NF1199
 NF1199  HISTORY     - Date     Condition        Report By
 NF1199  HISTORY     - 1985     MONUMENTED       NGS
 NF1199  HISTORY     - 19920707 GOOD             HOLDEN
 NF1199  HISTORY     - 19970308 GOOD             USPSQD
 NF1199  HISTORY     - 20011128 GOOD             NGS
 NF1199  HISTORY     - 20031018 GOOD             USPSQD
 NF1199  HISTORY     - 20050209 GOOD             INDIV
 NF1199  HISTORY     - 20061108 GOOD             FTCH
 NF1199  HISTORY     - 20080426 GOOD             JCLS
 NF1199  HISTORY     - 20090925 GOOD             JCLS
 NF1199  HISTORY     - 20160522 MARK NOT FOUND   MIDT
 NF1199
 NF1199                          STATION DESCRIPTION
 NF1199
 NF1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1199'IN BATTLE CREEK.
 NF1199'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NF1199'IN BATTLE CREEK, AT THE INTERSECTION OF DICKMAN ROAD AND INTERSTATE
 NF1199'HIGHWAY 94 BUSINESS, 34.9 M (114.5 FT) SOUTHWEST OF THE CENTERLINE OF
 NF1199'THE EAST BOUND LANES OF THE ROAD, 9.0 M (29.5 FT) NORTHWEST OF THE
 NF1199'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 NF1199'SOUTHWEST OF A LIGHT POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 NF1199'A 5-INCH LOGO CAP.
 NF1199'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NF1199
 NF1199                          STATION RECOVERY (1992)
 NF1199
 NF1199'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1199'STATION IS LOCATED ABOUT 4 MILES NORTH NORTHWEST OF THE I-94
 NF1199'INTERCHANGE WITH HELMER ROAD, 4 MILES NORTHEAST OF THE I-94
 NF1199'INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK ROAD.  IT IS IN THE
 NF1199'NORTHWEST PART OF THE CITY OF BATTLE CREEK AT THE INTERSECTION OF
 NF1199'DICKMAN ROAD (ALSO M-96) AND SKYLINE DRIVE. IT IS IN THE SE 1/4 OF
 NF1199'SECTION 5 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD 42085212. IT CAN BE
 NF1199'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF1199'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1199'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1199'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 2.5 MI
 NF1199'(4.0 KM) TO DICKMAN ROAD AND THE STATION ON THE LEFT IN THE SOUTHWEST
 NF1199'QUADRANT AS DESCRIBED.
 NF1199'STATION IS 0.6 M (2.0 FT) SOUTHWEST OF A UTILITY POLE, 15.3 FT
 NF1199'(4.7 M) NORTHWEST FROM THE SOUTH END OF THE CURB, 9.0 M (29.5 FT)
 NF1199'SOUTHWEST OF THE SOUTH BOUND LANES OF SKYLINE FRIVE, 80.0 FT (24.4 M)
 NF1199'NORTHEAST FROM A UTILITY POLE, 34.9 M (114.5 FT) SOUTHWEST FROM THE
 NF1199'CENTER OF THE EAST BOUND LANES OF DICKMAN ROAD AND 0.3 M (1.0 FT) NE
 NF1199'FROM A CARSONITE WITNESS POST.  ACCESS TO THE DATUM POINT IS THROUGH
 NF1199'A 5-INCH LOGO CAP.
 NF1199
 NF1199                          STATION RECOVERY (1997)
 NF1199
 NF1199'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2001)
 NF1199
 NF1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1199'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1199
 NF1199                          STATION RECOVERY (2003)
 NF1199
 NF1199'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2005)
 NF1199
 NF1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2006)
 NF1199
 NF1199'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2006 (SWH)
 NF1199'CARSONITE WITNESS POST WAS DESTROYED.
 NF1199
 NF1199                          STATION RECOVERY (2008)
 NF1199
 NF1199'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2009)
 NF1199
 NF1199'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2016)
 NF1199
 NF1199'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF1199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1032 ***********************************************************************
 NE1032  DESIGNATION -  A 337
 NE1032  PID         -  NE1032
 NE1032  STATE/COUNTY-  MI/WASHTENAW
 NE1032  COUNTRY     -  US
 NE1032  USGS QUAD   -  YPSILANTI EAST (2017)
 NE1032
 NE1032                         *CURRENT SURVEY CONTROL
 NE1032  ______________________________________________________________________
 NE1032* NAD 83(1986) POSITION- 42 13 52.     (N) 083 34 57.     (W)   SCALED
 NE1032* NAVD 88 ORTHO HEIGHT -   227.688 (meters)      747.01  (feet) ADJUSTED
 NE1032  ______________________________________________________________________
 NE1032  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 NE1032  DYNAMIC HEIGHT  -        227.617 (meters)      746.77  (feet) COMP
 NE1032  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 NE1032
 NE1032  VERT ORDER      -  FIRST     CLASS II
 NE1032
 NE1032.The horizontal coordinates were scaled from a map and have
 NE1032.an estimated accuracy of +/- 6 seconds.
 NE1032
 NE1032.The orthometric height was determined by differential leveling and
 NE1032.adjusted by the NATIONAL GEODETIC SURVEY
 NE1032.in June 1991.
 NE1032
 NE1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1032.GEOID18 height accuracy estimate available here.
 NE1032
 NE1032.Click photographs - Photos may exist for this station.
 NE1032
 NE1032.The dynamic height is computed by dividing the NAVD 88
 NE1032.geopotential number by the normal gravity value computed on the
 NE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1032.degrees latitude (g = 980.6199 gals.).
 NE1032
 NE1032.The modeled gravity was interpolated from observed gravity values.
 NE1032
 NE1032;                    North         East    Units  Estimated Accuracy
 NE1032;SPC MI S     -    81,510.    4,064,730.      MT  (+/- 180 meters Scaled)
 NE1032
 NE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG868786(NAD 83)
 NE1032
 NE1032                          SUPERSEDED SURVEY CONTROL
 NE1032
 NE1032  NGVD 29 (01/19/93)  227.816  (m)          747.43   (f) ADJUSTED    1 2
 NE1032
 NE1032.Superseded values are not recommended for survey control.
 NE1032
 NE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1032.See file dsdata.pdf to determine how the superseded data were derived.
 NE1032
 NE1032_MARKER: DV = VERTICAL CONTROL DISK
 NE1032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1032_SP_SET: PIER
 NE1032_STAMPING: A 337 1985
 NE1032_MARK LOGO: NGS
 NE1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1032+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 NE1032
 NE1032  HISTORY     - Date     Condition        Report By
 NE1032  HISTORY     - 1985     MONUMENTED       NGS
 NE1032  HISTORY     - 20031020 GOOD             INDIV
 NE1032  HISTORY     - 20050908 GOOD             INDIV
 NE1032  HISTORY     - 20070701 GOOD             INDIV
 NE1032  HISTORY     - 20160628 GOOD             INDIV
 NE1032  HISTORY     - 20200407 GOOD             MCA
 NE1032
 NE1032                          STATION DESCRIPTION
 NE1032
 NE1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1032'18.4 KM (11.45 MI) EAST FROM ANN ARBOR.
 NE1032'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1032'HURON STREET IN ANN ARBOR, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG
 NE1032'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE EAST FACE OF THE MOST
 NE1032'EASTERLY 1 OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 NE1032'OF HARRIS ROAD OVERPASS OF THE HIGHWAY, AND 13.4 M (44.0 FT) SOUTH OF
 NE1032'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1032'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1032
 NE1032                          STATION RECOVERY (2003)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE1032'RECOVERED IN GOOD CONDITION.
 NE1032
 NE1032                          STATION RECOVERY (2005)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SFS)
 NE1032'RECOVERED IN GOOD CONDITION.
 NE1032
 NE1032                          STATION RECOVERY (2007)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JIS)
 NE1032'RECOVER AS DESCRIBE
 NE1032
 NE1032                          STATION RECOVERY (2016)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (SPE)
 NE1032'RECOVERED AS DESCRIBED
 NE1032
 NE1032                          STATION RECOVERY (2020)
 NE1032
 NE1032'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1006 ***********************************************************************
 NE1006  DESIGNATION -  A 338
 NE1006  PID         -  NE1006
 NE1006  STATE/COUNTY-  MI/WAYNE
 NE1006  COUNTRY     -  US
 NE1006  USGS QUAD   -  DEARBORN (2017)
 NE1006
 NE1006                         *CURRENT SURVEY CONTROL
 NE1006  ______________________________________________________________________
 NE1006* NAD 83(1986) POSITION- 42 16 59.     (N) 083 08 54.     (W)   SCALED
 NE1006* NAVD 88 ORTHO HEIGHT -   178.747 (meters)      586.44  (feet) ADJUSTED
 NE1006  ______________________________________________________________________
 NE1006  GEOID HEIGHT    -        -34.537 (meters)                     GEOID18
 NE1006  DYNAMIC HEIGHT  -        178.693 (meters)      586.26  (feet) COMP
 NE1006  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 NE1006
 NE1006  VERT ORDER      -  FIRST     CLASS II
 NE1006
 NE1006.The horizontal coordinates were scaled from a map and have
 NE1006.an estimated accuracy of +/- 6 seconds.
 NE1006
 NE1006.The orthometric height was determined by differential leveling and
 NE1006.adjusted by the NATIONAL GEODETIC SURVEY
 NE1006.in June 1991.
 NE1006
 NE1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1006.GEOID18 height accuracy estimate available here.
 NE1006
 NE1006.Click photographs - Photos may exist for this station.
 NE1006
 NE1006.The dynamic height is computed by dividing the NAVD 88
 NE1006.geopotential number by the normal gravity value computed on the
 NE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1006.degrees latitude (g = 980.6199 gals.).
 NE1006
 NE1006.The modeled gravity was interpolated from observed gravity values.
 NE1006
 NE1006;                    North         East    Units  Estimated Accuracy
 NE1006;SPC MI S     -    87,710.    4,100,480.      MT  (+/- 180 meters Scaled)
 NE1006
 NE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG228834(NAD 83)
 NE1006
 NE1006                          SUPERSEDED SURVEY CONTROL
 NE1006
 NE1006  NGVD 29 (01/19/93)  178.911  (m)          586.98   (f) ADJUSTED    1 2
 NE1006
 NE1006.Superseded values are not recommended for survey control.
 NE1006
 NE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1006.See file dsdata.pdf to determine how the superseded data were derived.
 NE1006
 NE1006_MARKER: DV = VERTICAL CONTROL DISK
 NE1006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1006_SP_SET: PIER
 NE1006_STAMPING: A 338 1985
 NE1006_MARK LOGO: NGS
 NE1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1006+STABILITY: POSITION/ELEVATION WELL
 NE1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1006+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 NE1006
 NE1006  HISTORY     - Date     Condition        Report By
 NE1006  HISTORY     - 1985     MONUMENTED       NGS
 NE1006  HISTORY     - 20080229 GOOD             INDIV
 NE1006  HISTORY     - 20140930 GOOD             INDIV
 NE1006
 NE1006                          STATION DESCRIPTION
 NE1006
 NE1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1006'IN DETROIT.
 NE1006'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND PLEASANT
 NE1006'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY
 NE1006'1 OF 8 COLUMNS OF THE FIRST PIER SOUTHWEST OF THE AVENUE OF THE
 NE1006'HIGHWAY OVERPASS OF THE AVENUE, 17.1 M (56.1 FT) NORTHWEST OF THE
 NE1006'CENTER OF THE HIGHWAY, AND 12.0 M (39.4 FT) SOUTHWEST OF THE CENTER OF
 NE1006'THE AVENUE.
 NE1006'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1006
 NE1006                          STATION RECOVERY (2008)
 NE1006
 NE1006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SPE)
 NE1006'RECOVERED AS DESCRIBED
 NE1006
 NE1006                          STATION RECOVERY (2014)
 NE1006
 NE1006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JK)
 NE1006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0722 ***********************************************************************
 RJ0722  DESIGNATION -  A 339
 RJ0722  PID         -  RJ0722
 RJ0722  STATE/COUNTY-  MI/CHIPPEWA
 RJ0722  COUNTRY     -  US
 RJ0722  USGS QUAD   -  MUNUSCONG (2017)
 RJ0722
 RJ0722                         *CURRENT SURVEY CONTROL
 RJ0722  ______________________________________________________________________
 RJ0722* NAD 83(1986) POSITION- 46 09 29.     (N) 084 14 16.     (W)   SCALED
 RJ0722* NAVD 88 ORTHO HEIGHT -   191.512 (meters)      628.32  (feet) ADJUSTED
 RJ0722  ______________________________________________________________________
 RJ0722  GEOID HEIGHT    -        -36.358 (meters)                     GEOID18
 RJ0722  DYNAMIC HEIGHT  -        191.519 (meters)      628.34  (feet) COMP
 RJ0722  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 RJ0722
 RJ0722  VERT ORDER      -  SECOND    CLASS I
 RJ0722
 RJ0722.The horizontal coordinates were scaled from a map and have
 RJ0722.an estimated accuracy of +/- 6 seconds.
 RJ0722
 RJ0722.The orthometric height was determined by differential leveling and
 RJ0722.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0722.in June 1991.
 RJ0722
 RJ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0722.GEOID18 height accuracy estimate available here.
 RJ0722
 RJ0722.Click photographs - Photos may exist for this station.
 RJ0722
 RJ0722.The dynamic height is computed by dividing the NAVD 88
 RJ0722.geopotential number by the normal gravity value computed on the
 RJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0722.degrees latitude (g = 980.6199 gals.).
 RJ0722
 RJ0722.The modeled gravity was interpolated from observed gravity values.
 RJ0722
 RJ0722;                    North         East    Units  Estimated Accuracy
 RJ0722;SPC MI N     -   156,510.    8,213,300.      MT  (+/- 180 meters Scaled)
 RJ0722
 RJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS132153(NAD 83)
 RJ0722
 RJ0722                          SUPERSEDED SURVEY CONTROL
 RJ0722
 RJ0722.No superseded survey control is available for this station.
 RJ0722
 RJ0722_MARKER: DB = BENCH MARK DISK
 RJ0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0722_STAMPING: A 339 1986
 RJ0722_MARK LOGO: NOS
 RJ0722_PROJECTION: FLUSH
 RJ0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0722_ROD/PIPE-DEPTH: 3.6 meters
 RJ0722
 RJ0722  HISTORY     - Date     Condition        Report By
 RJ0722  HISTORY     - 1986     MONUMENTED       NOS
 RJ0722  HISTORY     - 1986     GOOD             NOS
 RJ0722
 RJ0722                          STATION DESCRIPTION
 RJ0722
 RJ0722'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0722'9.5 KM (5.9 MI) EAST FROM PICKFORD.
 RJ0722'9.5 KM (5.9 MI) EASTERLY ALONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0722'PICKFORD, 18.1 M (59.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 RJ0722'ESSENBERGS MOBIL HOME, 6.8 M (22.3 FT) NORTH-NORTHWEST OF UTILITY POLE
 RJ0722'NUMBER PD2557, AND 6.2 M (20.3 FT) SOUTH OF THE ROAD CENTERLINE.
 RJ0722
 RJ0722                          STATION RECOVERY (1986)
 RJ0722
 RJ0722'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5066 ***********************************************************************
 AA5066  DESIGNATION -  A 340
 AA5066  PID         -  AA5066
 AA5066  STATE/COUNTY-  MI/OSCEOLA
 AA5066  COUNTRY     -  US
 AA5066  USGS QUAD   -  REED CITY NORTH (2017)
 AA5066
 AA5066                         *CURRENT SURVEY CONTROL
 AA5066  ______________________________________________________________________
 AA5066* NAD 83(1986) POSITION- 43 53 14.     (N) 085 32 33.     (W)   SCALED
 AA5066* NAVD 88 ORTHO HEIGHT -   341.946 (meters)     1121.87  (feet) ADJUSTED
 AA5066  ______________________________________________________________________
 AA5066  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 AA5066  DYNAMIC HEIGHT  -        341.892 (meters)     1121.69  (feet) COMP
 AA5066  MODELED GRAVITY -    980,449.9   (mgal)                       NAVD 88
 AA5066
 AA5066  VERT ORDER      -  FIRST     CLASS II
 AA5066
 AA5066.The horizontal coordinates were scaled from a map and have
 AA5066.an estimated accuracy of +/- 6 seconds.
 AA5066
 AA5066.The orthometric height was determined by differential leveling and
 AA5066.adjusted by the NATIONAL GEODETIC SURVEY
 AA5066.in January 2002.
 AA5066
 AA5066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5066.GEOID18 height accuracy estimate available here.
 AA5066
 AA5066.Click photographs - Photos may exist for this station.
 AA5066
 AA5066.The dynamic height is computed by dividing the NAVD 88
 AA5066.geopotential number by the normal gravity value computed on the
 AA5066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5066.degrees latitude (g = 980.6199 gals.).
 AA5066
 AA5066.The modeled gravity was interpolated from observed gravity values.
 AA5066
 AA5066;                    North         East    Units  Estimated Accuracy
 AA5066;SPC MI C     -    64,090.    5,905,510.      MT  (+/- 180 meters Scaled)
 AA5066
 AA5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP170603(NAD 83)
 AA5066
 AA5066                          SUPERSEDED SURVEY CONTROL
 AA5066
 AA5066.No superseded survey control is available for this station.
 AA5066
 AA5066_MARKER: F = FLANGE-ENCASED ROD
 AA5066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5066_STAMPING: A 340 1992
 AA5066_MARK LOGO: NGS
 AA5066_PROJECTION: FLUSH
 AA5066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5066+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2023
 AA5066_ROD/PIPE-DEPTH: 17.0 meters
 AA5066
 AA5066  HISTORY     - Date     Condition        Report By
 AA5066  HISTORY     - 1992     MONUMENTED       NGS
 AA5066  HISTORY     - 20051024 GOOD             USPSQD
 AA5066  HISTORY     - 20100818 GOOD             MIDT
 AA5066  HISTORY     - 20230620 GOOD             MIDT
 AA5066
 AA5066                          STATION DESCRIPTION
 AA5066
 AA5066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5066'1.2 M (3.9 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5066'U.S. HIGHWAY 131 IN REED CITY, 37.3 M (122.4 FT) EAST OF THE CENTER OF
 AA5066'230TH AVENUE, 15.7 M (51.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AA5066'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 AA5066'FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AA5066'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5066
 AA5066                          STATION RECOVERY (2005)
 AA5066
 AA5066'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AA5066'RECOVERED IN GOOD CONDITION.
 AA5066
 AA5066                          STATION RECOVERY (2010)
 AA5066
 AA5066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 AA5066'RECOVERY NOTE DESCRIPTION SHOULD READ, TO REACH FROM THE JUNCTION OF
 AA5066'OLD U.S. HIGHWAY 131(BUSINESS LOOP U.S. 10) AND U.S. HIGHWAY 10 ON THE
 AA5066'NORTH SIDE OF REED CITY, GO WESWTERLY FOR 1.624 MILES ALONG U.S.
 AA5066'HIGHWAY 10 TO MARK ON LEFT.  REMAINING ORIGINAL WITNESS DESCRIPTION
 AA5066'CORRECT.
 AA5066
 AA5066                          STATION RECOVERY (2023)
 AA5066
 AA5066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 AA5066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7866 ***********************************************************************
 AH7866  DESIGNATION -  A 341
 AH7866  PID         -  AH7866
 AH7866  STATE/COUNTY-  MI/OSCEOLA
 AH7866  COUNTRY     -  US
 AH7866  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7866
 AH7866                         *CURRENT SURVEY CONTROL
 AH7866  ______________________________________________________________________
 AH7866* NAD 83(1986) POSITION- 43 51 55.     (N) 085 30 36.     (W)   SCALED
 AH7866* NAVD 88 ORTHO HEIGHT -   323.615 (meters)     1061.73  (feet) ADJUSTED
 AH7866  ______________________________________________________________________
 AH7866  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 AH7866  DYNAMIC HEIGHT  -        323.563 (meters)     1061.56  (feet) COMP
 AH7866  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 AH7866
 AH7866  VERT ORDER      -  FIRST     CLASS II
 AH7866
 AH7866.The horizontal coordinates were scaled from a map and have
 AH7866.an estimated accuracy of +/- 6 seconds.
 AH7866
 AH7866.The orthometric height was determined by differential leveling and
 AH7866.adjusted by the NATIONAL GEODETIC SURVEY
 AH7866.in January 2002.
 AH7866
 AH7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7866.GEOID18 height accuracy estimate available here.
 AH7866
 AH7866.Click photographs - Photos may exist for this station.
 AH7866
 AH7866.The dynamic height is computed by dividing the NAVD 88
 AH7866.geopotential number by the normal gravity value computed on the
 AH7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7866.degrees latitude (g = 980.6199 gals.).
 AH7866
 AH7866.The modeled gravity was interpolated from observed gravity values.
 AH7866
 AH7866;                    North         East    Units  Estimated Accuracy
 AH7866;SPC MI C     -    61,610.    5,908,090.      MT  (+/- 180 meters Scaled)
 AH7866
 AH7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP197579(NAD 83)
 AH7866
 AH7866                          SUPERSEDED SURVEY CONTROL
 AH7866
 AH7866.No superseded survey control is available for this station.
 AH7866
 AH7866_MARKER: I = METAL ROD
 AH7866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7866_STAMPING: A 341 1992
 AH7866_MARK LOGO: NGS
 AH7866_PROJECTION: FLUSH
 AH7866_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7866+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 AH7866_ROD/PIPE-DEPTH: 12.1 meters
 AH7866
 AH7866  HISTORY     - Date     Condition        Report By
 AH7866  HISTORY     - 1992     MONUMENTED       NGS
 AH7866  HISTORY     - 20051024 GOOD             USPSQD
 AH7866  HISTORY     - 20160816 GOOD             MIDT
 AH7866
 AH7866                          STATION DESCRIPTION
 AH7866
 AH7866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7866'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7866'IN REED CITY, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7866'131 BUSINESS, 21.7 M (71.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AH7866'THE ST.  PHILLIP CATHOLIC SCHOOL, 14.3 M (46.9 FT) NORTH OF THE CENTER
 AH7866'OF A PAVED ROAD, 13.0 M (42.7 FT) WEST OF THE HIGHWAY CENTERLINE, 4.2
 AH7866'M (13.8 FT) WEST OF A UTILITY POLE WITH 2 GUY WIRES, 0.5 M (1.6 FT)
 AH7866'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH7866'TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7866
 AH7866                          STATION RECOVERY (2005)
 AH7866
 AH7866'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AH7866'RECOVERED IN GOOD CONDITION.
 AH7866
 AH7866                          STATION RECOVERY (2016)
 AH7866
 AH7866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (JGB)
 AH7866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7893 ***********************************************************************
 AH7893  DESIGNATION -  A 342
 AH7893  PID         -  AH7893
 AH7893  STATE/COUNTY-  MI/MECOSTA
 AH7893  COUNTRY     -  US
 AH7893  USGS QUAD   -  MECOSTA (2017)
 AH7893
 AH7893                         *CURRENT SURVEY CONTROL
 AH7893  ______________________________________________________________________
 AH7893* NAD 83(1986) POSITION- 43 35 44.7    (N) 085 08 27.0    (W)   HD_HELD2
 AH7893* NAVD 88 ORTHO HEIGHT -   317.564 (meters)     1041.87  (feet) ADJUSTED
 AH7893  ______________________________________________________________________
 AH7893  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 AH7893  DYNAMIC HEIGHT  -        317.506 (meters)     1041.68  (feet) COMP
 AH7893  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 AH7893
 AH7893  VERT ORDER      -  FIRST     CLASS II
 AH7893
 AH7893.The horizontal coordinates were established by autonomous hand held GPS
 AH7893.observations and have an estimated accuracy of +/- 10 meters.
 AH7893
 AH7893.The orthometric height was determined by differential leveling and
 AH7893.adjusted by the NATIONAL GEODETIC SURVEY
 AH7893.in January 2002.
 AH7893
 AH7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7893.GEOID18 height accuracy estimate available here.
 AH7893
 AH7893.Click photographs - Photos may exist for this station.
 AH7893
 AH7893.The dynamic height is computed by dividing the NAVD 88
 AH7893.geopotential number by the normal gravity value computed on the
 AH7893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7893.degrees latitude (g = 980.6199 gals.).
 AH7893
 AH7893.The modeled gravity was interpolated from observed gravity values.
 AH7893
 AH7893;                    North         East    Units  Estimated Accuracy
 AH7893;SPC MI S     -   233,087.    3,937,489.      MT  (+/- 10 meters HH2 GPS)
 AH7893
 AH7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5006628654(NAD 83)
 AH7893
 AH7893                          SUPERSEDED SURVEY CONTROL
 AH7893
 AH7893.No superseded survey control is available for this station.
 AH7893
 AH7893_MARKER: DV = VERTICAL CONTROL DISK
 AH7893_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AH7893_SP_SET: BUILDING
 AH7893_STAMPING: A 342 1992
 AH7893_MARK LOGO: NGS
 AH7893_PROJECTION: FLUSH
 AH7893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7893+STABILITY: POSITION/ELEVATION WELL
 AH7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7893+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 AH7893
 AH7893  HISTORY     - Date     Condition        Report By
 AH7893  HISTORY     - 1992     MONUMENTED       NGS
 AH7893  HISTORY     - 20061106 GOOD             INDIV
 AH7893  HISTORY     - 20061115 GOOD             INDIV
 AH7893  HISTORY     - 20070519 GOOD             MIDT
 AH7893
 AH7893                          STATION DESCRIPTION
 AH7893
 AH7893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7893'0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7893'IN REMUS, SET VERTICALLY IN THE EAST FACE OF THE CHIPPEWA JUNIOR HIGH
 AH7893'SCHOOL, 75.2 M (246.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.7 M (12.1
 AH7893'FT) NORTH OF THE SOUTHEAST CORNER OF THE NORTHEAST WING OF THE
 AH7893'BUILDING, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
 AH7893
 AH7893                          STATION RECOVERY (2006)
 AH7893
 AH7893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLW)
 AH7893'RECOVERED IN GOOD CONDITION.
 AH7893
 AH7893                          STATION RECOVERY (2006)
 AH7893
 AH7893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HEI)
 AH7893'RECOVERED IN GOOD CONDITION.
 AH7893
 AH7893                          STATION RECOVERY (2007)
 AH7893
 AH7893'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AWS)
 AH7893'RECOVERED AS DESCRIBED.  NOTE--JUNIOR HIGH SCHOOL IS NOW ELEMENTARY
 AH7893'SCHOOL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8073 ***********************************************************************
 AA8073  CBN         -  This is a Cooperative Base Network Control Station.
 AA8073  DESIGNATION -  A 343
 AA8073  PID         -  AA8073
 AA8073  STATE/COUNTY-  MI/MONTCALM
 AA8073  COUNTRY     -  US
 AA8073  USGS QUAD   -  STANTON (2017)
 AA8073
 AA8073                         *CURRENT SURVEY CONTROL
 AA8073  ______________________________________________________________________
 AA8073* NAD 83(2011) POSITION- 43 21 00.56125(N) 085 02 39.11749(W)   ADJUSTED
 AA8073* NAD 83(2011) ELLIP HT-   257.232 (meters)        (06/27/12)   ADJUSTED
 AA8073* NAD 83(2011) EPOCH   -  2010.00
 AA8073* NAVD 88 ORTHO HEIGHT -   289.812 (meters)      950.82  (feet) ADJUSTED
 AA8073  ______________________________________________________________________
 AA8073  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 AA8073  NAD 83(2011) X  -    401,313.876 (meters)                     COMP
 AA8073  NAD 83(2011) Y  - -4,628,156.533 (meters)                     COMP
 AA8073  NAD 83(2011) Z  -  4,356,047.461 (meters)                     COMP
 AA8073  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AA8073  DYNAMIC HEIGHT  -        289.758 (meters)      950.65  (feet) COMP
 AA8073  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 AA8073
 AA8073  VERT ORDER      -  FIRST     CLASS II
 AA8073
 AA8073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8073  Standards:
 AA8073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8073  -------------------------------------------------------------------
 AA8073  NETWORK    0.52   1.08           0.24   0.17   0.55      0.05967716
 AA8073  -------------------------------------------------------------------
 AA8073  Click here for local accuracies and other accuracy information.
 AA8073
 AA8073.The horizontal coordinates were established by GPS observations
 AA8073.and adjusted by the National Geodetic Survey in June 2012.
 AA8073
 AA8073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8073.been affixed to the stable North American tectonic plate. See 
 AA8073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8073
 AA8073.The horizontal coordinates are valid at the epoch date displayed above
 AA8073.which is a decimal equivalence of Year/Month/Day.
 AA8073
 AA8073.The orthometric height was determined by differential leveling and
 AA8073.adjusted by the NATIONAL GEODETIC SURVEY
 AA8073.in January 2002.
 AA8073
 AA8073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8073.GEOID18 height accuracy estimate available here.
 AA8073
 AA8073.Click photographs - Photos may exist for this station.
 AA8073
 AA8073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8073
 AA8073.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8073
 AA8073.The ellipsoidal height was determined by GPS observations
 AA8073.and is referenced to NAD 83.
 AA8073
 AA8073.The dynamic height is computed by dividing the NAVD 88
 AA8073.geopotential number by the normal gravity value computed on the
 AA8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8073.degrees latitude (g = 980.6199 gals.).
 AA8073
 AA8073.The modeled gravity was interpolated from observed gravity values.
 AA8073
 AA8073. The following values were computed from the NAD 83(2011) position.
 AA8073
 AA8073;                    North         East     Units Scale Factor Converg.
 AA8073;SPC MI S     -   205,735.480 3,945,071.986   MT  0.99993979   -0 27 39.9
 AA8073;SPC MI S     -   674,985.17 12,943,149.56   iFT  0.99993979   -0 27 39.9
 AA8073;UTM  16      - 4,801,557.678   658,507.697   MT  0.99990907   +1 20 34.3
 AA8073
 AA8073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8073!SPC MI S     -   0.99995966  x   0.99993979  =   0.99989946
 AA8073!UTM  16      -   0.99995966  x   0.99990907  =   0.99986874
 AA8073
 AA8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5850701557(NAD 83)
 AA8073
 AA8073                          SUPERSEDED SURVEY CONTROL
 AA8073
 AA8073  NAD 83(2007)-  43 21 00.56118(N)    085 02 39.11817(W) AD(2002.00) 0
 AA8073  ELLIP H (02/10/07)  257.248  (m)                       GP(2002.00)    
 AA8073  ELLIP H (07/12/02)  257.247  (m)                       GP(       ) 4 2
 AA8073  NAD 83(1994)-  43 21 00.56137(N)    085 02 39.11859(W) AD(       ) B
 AA8073  ELLIP H (09/20/95)  257.255  (m)                       GP(       ) 1 2
 AA8073  NAVD 88             289.81   (m)          950.8    (f) LEVELING    3  
 AA8073  NAVD 88 (09/20/95)  289.8    (m)  GEOID93  model used  GPS OBS        
 AA8073
 AA8073.Superseded values are not recommended for survey control.
 AA8073
 AA8073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8073.See file dsdata.pdf to determine how the superseded data were derived.
 AA8073
 AA8073_MARKER: I = METAL ROD
 AA8073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA8073_STAMPING: A 343 1992
 AA8073_MARK LOGO: NGS
 AA8073_PROJECTION: FLUSH
 AA8073_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8073+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 AA8073_ROD/PIPE-DEPTH: 15.2 meters
 AA8073
 AA8073  HISTORY     - Date     Condition        Report By
 AA8073  HISTORY     - 1992     MONUMENTED       NGS
 AA8073  HISTORY     - 19921112 GOOD             NGS
 AA8073  HISTORY     - 19940520 GOOD             NGS
 AA8073  HISTORY     - 20011205 GOOD             NGS
 AA8073  HISTORY     - 20060524 GOOD             MIDT
 AA8073  HISTORY     - 20080301 GOOD             WOOLPT
 AA8073
 AA8073                          STATION DESCRIPTION
 AA8073
 AA8073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA8073'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AA8073'EDMORE, THENCE 6.6 KM (4.10 MI) SOUTHERLY ALONG WYMAN ROAD, 12.8 M
 AA8073'(42.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF MCBRIDE ROAD, 7.6 M
 AA8073'(24.9 FT) WEST OF THE ROAD CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A
 AA8073'UTILITY POLE WITH A TRANSFORMER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AA8073'ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 AA8073'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA8073
 AA8073                          STATION RECOVERY (1994)
 AA8073
 AA8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8073'STATION IS IN QUAD 430842, ABOUT 6 KM (3.70 MI) SOUTH OF EDMORE, AT
 AA8073'THE SOUTH EDGE OF MCBRIDE, IN THE NORTHWEST 1/4 OF SECTION 28, T 12 N,
 AA8073'R 6 W, HOME TOWNSHIP.  TO REACH FROM THE POST OFFICE IN EDMORE, GO
 AA8073'WEST ON STATE HIGHWAY 46 (MAIN STREET) FOR 0.26 KM (0.15 MI) TO A
 AA8073'CROSS STREET AT BLINKER LIGHT.  TURN LEFT, SOUTH, ON FIRST STREET FOR
 AA8073'6.41 KM (4.00 MI) TO MCBRIDE ROAD (COUNTY ROAD 530) AND THE STATION ON
 AA8073'THE RIGHT.  ROD IS RECESSED 7 CM BELOW GROUND AND ACCESS COVER IS
 AA8073'RECESSED 1 CM BELOW GROUND.  STATION IS 12.3 M (40.4 FT) SOUTH FROM
 AA8073'THE EXTENDED CENTERLINE OF MCBRIDE ROAD, 7.4 M (24.3 FT) WEST FROM THE
 AA8073'CENTERLINE OF WYMAN ROAD, 1.3 M (4.3 FT) SOUTH FROM A UTILITY POLE
 AA8073'WITH A TRANSFORMER, 0.5 M (1.6 FT) NORTH FROM A WITNESS POST, AND
 AA8073'SLIGHTLY LOWER THAN THE ROAD.
 AA8073
 AA8073                          STATION RECOVERY (2001)
 AA8073
 AA8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA8073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA8073
 AA8073                          STATION RECOVERY (2006)
 AA8073
 AA8073'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AA8073'RECOVERED IN GOOD CONDITION.
 AA8073
 AA8073                          STATION RECOVERY (2008)
 AA8073
 AA8073'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (RAS)
 AA8073'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8451 ***********************************************************************
 AH8451  DESIGNATION -  A 344
 AH8451  PID         -  AH8451
 AH8451  STATE/COUNTY-  MI/ST JOSEPH
 AH8451  COUNTRY     -  US
 AH8451  USGS QUAD   -  CONSTANTINE (2017)
 AH8451
 AH8451                         *CURRENT SURVEY CONTROL
 AH8451  ______________________________________________________________________
 AH8451* NAD 83(1986) POSITION- 41 49 26.22   (N) 085 39 49.25   (W)   HD_HELD1
 AH8451* NAVD 88 ORTHO HEIGHT -   246.778 (meters)      809.64  (feet) ADJUSTED
 AH8451  ______________________________________________________________________
 AH8451  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 AH8451  DYNAMIC HEIGHT  -        246.690 (meters)      809.35  (feet) COMP
 AH8451  MODELED GRAVITY -    980,260.8   (mgal)                       NAVD 88
 AH8451
 AH8451  VERT ORDER      -  FIRST     CLASS II
 AH8451
 AH8451.The horizontal coordinates were determined by differentially corrected
 AH8451.hand held GPS observations or other comparable positioning techniques
 AH8451.and have an estimated accuracy of +/- 3 meters.
 AH8451
 AH8451.The orthometric height was determined by differential leveling and
 AH8451.adjusted by the NATIONAL GEODETIC SURVEY
 AH8451.in March 2005.
 AH8451
 AH8451.No vertical observational check was made to the station.
 AH8451
 AH8451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8451.GEOID18 height accuracy estimate available here.
 AH8451
 AH8451.Click photographs - Photos may exist for this station.
 AH8451
 AH8451.The dynamic height is computed by dividing the NAVD 88
 AH8451.geopotential number by the normal gravity value computed on the
 AH8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8451.degrees latitude (g = 980.6199 gals.).
 AH8451
 AH8451.The modeled gravity was interpolated from observed gravity values.
 AH8451
 AH8451;                    North         East    Units  Estimated Accuracy
 AH8451;SPC MI S     -    36,814.9   3,892,241.7     MT  (+/- 3 meters HH1 GPS) 
 AH8451
 AH8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1097631092(NAD 83)
 AH8451
 AH8451                          SUPERSEDED SURVEY CONTROL
 AH8451
 AH8451.No superseded survey control is available for this station.
 AH8451
 AH8451_MARKER: F = FLANGE-ENCASED ROD
 AH8451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8451_STAMPING: A 344 1992
 AH8451_MARK LOGO: NGS
 AH8451_PROJECTION: FLUSH
 AH8451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8451+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 AH8451_ROD/PIPE-DEPTH: 14.6 meters
 AH8451_SLEEVE-DEPTH  : 0.90 meters
 AH8451
 AH8451  HISTORY     - Date     Condition        Report By
 AH8451  HISTORY     - 1992     MONUMENTED       NGS
 AH8451  HISTORY     - 20010529 GOOD             NGS
 AH8451  HISTORY     - 20030512 GOOD             NGS
 AH8451  HISTORY     - 20080206 GOOD             ROWEIN
 AH8451  HISTORY     - 20111024 GOOD             MI-149
 AH8451  HISTORY     - 20221220 GOOD             MIDT
 AH8451
 AH8451                          STATION DESCRIPTION
 AH8451
 AH8451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8451'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8451'U.S. HIGHWAY 12 AT WHITE PIGEON, 79.1 M (259.5 FT) WEST OF THE
 AH8451'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) WEST OF THE CENTER OF A
 AH8451'FIELD ENTRANCE, 9.6 M (31.5 FT) NORTH OF THE CENTER OF STEARS ROAD,
 AH8451'2.8 M (9.2 FT) EAST OF UTILITY POLE NUMBER S 489D-236, 0.4 M (1.3 FT)
 AH8451'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH8451'ROAD.  NOTE--ACCESS TO THE DATUM PONT IS THROUGH A 5-INCH LOGO CAP.
 AH8451
 AH8451                          STATION RECOVERY (2001)
 AH8451
 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8451'RECOVERED AS DESCRIBED.
 AH8451
 AH8451                          STATION RECOVERY (2003)
 AH8451
 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AH8451'RECOVERED AS DESCRIBED.
 AH8451
 AH8451                          STATION RECOVERY (2008)
 AH8451
 AH8451'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 AH8451'RECOVERED IN GOOD CONDITION.
 AH8451
 AH8451                          STATION RECOVERY (2011)
 AH8451
 AH8451'RECOVERY NOTE BY ST JOSEPH COUNTY MI 2011 (DWM)
 AH8451'RECOVERED IN GOOD CONDITION.
 AH8451
 AH8451                          STATION RECOVERY (2022)
 AH8451
 AH8451'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 AH8451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8417 ***********************************************************************
 AH8417  DESIGNATION -  A 345
 AH8417  PID         -  AH8417
 AH8417  STATE/COUNTY-  MI/KALAMAZOO
 AH8417  COUNTRY     -  US
 AH8417  USGS QUAD   -  KALAMAZOO (2017)
 AH8417
 AH8417                         *CURRENT SURVEY CONTROL
 AH8417  ______________________________________________________________________
 AH8417* NAD 83(1986) POSITION- 42 15 49.     (N) 085 34 29.     (W)   SCALED
 AH8417* NAVD 88 ORTHO HEIGHT -   258.738 (meters)      848.88  (feet) ADJUSTED
 AH8417  ______________________________________________________________________
 AH8417  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 AH8417  DYNAMIC HEIGHT  -        258.657 (meters)      848.61  (feet) COMP
 AH8417  MODELED GRAVITY -    980,302.2   (mgal)                       NAVD 88
 AH8417
 AH8417  VERT ORDER      -  FIRST     CLASS II
 AH8417
 AH8417.The horizontal coordinates were scaled from a map and have
 AH8417.an estimated accuracy of +/- 6 seconds.
 AH8417
 AH8417.The orthometric height was determined by differential leveling and
 AH8417.adjusted by the NATIONAL GEODETIC SURVEY
 AH8417.in March 2005.
 AH8417
 AH8417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8417.GEOID18 height accuracy estimate available here.
 AH8417
 AH8417.Click photographs - Photos may exist for this station.
 AH8417
 AH8417.The dynamic height is computed by dividing the NAVD 88
 AH8417.geopotential number by the normal gravity value computed on the
 AH8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8417.degrees latitude (g = 980.6199 gals.).
 AH8417
 AH8417.The modeled gravity was interpolated from observed gravity values.
 AH8417
 AH8417;                    North         East    Units  Estimated Accuracy
 AH8417;SPC MI S     -    85,540.    3,900,330.      MT  (+/- 180 meters Scaled)
 AH8417
 AH8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175800(NAD 83)
 AH8417
 AH8417                          SUPERSEDED SURVEY CONTROL
 AH8417
 AH8417.No superseded survey control is available for this station.
 AH8417
 AH8417_MARKER: F = FLANGE-ENCASED ROD
 AH8417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8417_STAMPING: A 345 1992
 AH8417_MARK LOGO: NGS
 AH8417_PROJECTION: FLUSH
 AH8417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8417+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8417_ROD/PIPE-DEPTH: 17.4 meters
 AH8417
 AH8417  HISTORY     - Date     Condition        Report By
 AH8417  HISTORY     - 1992     MONUMENTED       NGS
 AH8417  HISTORY     - 20010528 GOOD             NGS
 AH8417
 AH8417                          STATION DESCRIPTION
 AH8417
 AH8417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8417'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND EAST MILHAM AVENUE,
 AH8417'19.5 M (64.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 15.3 M (50.2
 AH8417'FT) WEST OF THE CENTERLINE OF THE LANE, 2.7 M (8.9 FT) SOUTHWEST OF
 AH8417'THE CENTER OF A TRAFFIC CONTROL ACCESS COVER, 1.6 M (5.2 FT) NORTH OF
 AH8417'A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE LANE.
 AH8417'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8417
 AH8417                          STATION RECOVERY (2001)
 AH8417
 AH8417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8193 ***********************************************************************
 AB8193  DESIGNATION -  A 346
 AB8193  PID         -  AB8193
 AB8193  STATE/COUNTY-  MI/CHIPPEWA
 AB8193  COUNTRY     -  US
 AB8193  USGS QUAD   -  TIMBERLOST (2017)
 AB8193
 AB8193                         *CURRENT SURVEY CONTROL
 AB8193  ______________________________________________________________________
 AB8193* NAD 83(2011) POSITION- 46 36 32.14604(N) 085 11 51.57419(W)   ADJUSTED
 AB8193* NAD 83(2011) ELLIP HT-   178.345 (meters)        (06/27/12)   ADJUSTED
 AB8193* NAD 83(2011) EPOCH   -  2010.00
 AB8193* NAVD 88 ORTHO HEIGHT -   214.572 (meters)      703.98  (feet) ADJUSTED
 AB8193  ______________________________________________________________________
 AB8193  GEOID HEIGHT    -        -36.227 (meters)                     GEOID18
 AB8193  NAD 83(2011) X  -    367,482.889 (meters)                     COMP
 AB8193  NAD 83(2011) Y  - -4,374,094.162 (meters)                     COMP
 AB8193  NAD 83(2011) Z  -  4,612,136.814 (meters)                     COMP
 AB8193  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 AB8193  DYNAMIC HEIGHT  -        214.585 (meters)      704.02  (feet) COMP
 AB8193  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 AB8193
 AB8193  VERT ORDER      -  SECOND    CLASS I
 AB8193
 AB8193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8193  Standards:
 AB8193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8193  -------------------------------------------------------------------
 AB8193  NETWORK    0.89   1.10           0.41   0.30   0.56     -0.07660979
 AB8193  -------------------------------------------------------------------
 AB8193  Click here for local accuracies and other accuracy information.
 AB8193
 AB8193.The horizontal coordinates were established by GPS observations
 AB8193.and adjusted by the National Geodetic Survey in June 2012.
 AB8193
 AB8193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8193.been affixed to the stable North American tectonic plate. See 
 AB8193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8193
 AB8193.The horizontal coordinates are valid at the epoch date displayed above
 AB8193.which is a decimal equivalence of Year/Month/Day.
 AB8193
 AB8193.The orthometric height was determined by differential leveling and
 AB8193.adjusted by the NATIONAL GEODETIC SURVEY
 AB8193.in July 2002.
 AB8193
 AB8193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8193.GEOID18 height accuracy estimate available here.
 AB8193
 AB8193.Click photographs - Photos may exist for this station.
 AB8193
 AB8193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8193
 AB8193.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8193
 AB8193.The ellipsoidal height was determined by GPS observations
 AB8193.and is referenced to NAD 83.
 AB8193
 AB8193.The dynamic height is computed by dividing the NAVD 88
 AB8193.geopotential number by the normal gravity value computed on the
 AB8193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8193.degrees latitude (g = 980.6199 gals.).
 AB8193
 AB8193.The modeled gravity was interpolated from observed gravity values.
 AB8193
 AB8193. The following values were computed from the NAD 83(2011) position.
 AB8193
 AB8193;                    North         East     Units Scale Factor Converg.
 AB8193;SPC MI N     -   204,475.472 8,138,052.671   MT  0.99991877   +1 18 09.8
 AB8193;SPC MI N     -   670,851.29 26,699,647.87   iFT  0.99991877   +1 18 09.8
 AB8193;UTM  16      - 5,163,285.101   638,019.306   MT  0.99983415   +1 18 35.8
 AB8193
 AB8193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8193!SPC MI N     -   0.99997204  x   0.99991877  =   0.99989082
 AB8193!UTM  16      -   0.99997204  x   0.99983415  =   0.99980620
 AB8193
 AB8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3801963285(NAD 83)
 AB8193
 AB8193                          SUPERSEDED SURVEY CONTROL
 AB8193
 AB8193  NAD 83(2007)-  46 36 32.14632(N)    085 11 51.57520(W) AD(2002.00) B
 AB8193  ELLIP H (05/16/11)  178.341  (m)                       GP(2002.00) 4 1
 AB8193  NAVD 88             214.57   (m)          704.0    (f) LEVELING    3  
 AB8193
 AB8193.Superseded values are not recommended for survey control.
 AB8193
 AB8193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8193.See file dsdata.pdf to determine how the superseded data were derived.
 AB8193
 AB8193_MARKER: F = FLANGE-ENCASED ROD
 AB8193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8193_STAMPING: A 346 1996
 AB8193_MARK LOGO: NGS
 AB8193_PROJECTION: RECESSED 14 CENTIMETERS
 AB8193_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8193+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 AB8193_ROD/PIPE-DEPTH: 19.4 meters
 AB8193_SLEEVE-DEPTH  : 0.9 meters
 AB8193
 AB8193  HISTORY     - Date     Condition        Report By
 AB8193  HISTORY     - 1996     MONUMENTED       NGS
 AB8193  HISTORY     - 20040825 GOOD             USPSQD
 AB8193  HISTORY     - 20050902 GOOD             USPSQD
 AB8193  HISTORY     - 20100510 GOOD             MIDT
 AB8193  HISTORY     - 20201102 GOOD             PROFLN
 AB8193
 AB8193                          STATION DESCRIPTION
 AB8193
 AB8193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8193'16.0 KM (9.95 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8193'OF WHITEFISH ROAD IN PARADISE, 9.9 M (32.5 FT) EAST OF A SIGN (76) ,
 AB8193'9.3 M (30.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) SOUTH
 AB8193'OF THE NORTH CURB OF A TRAFFIC ISLAND, 1.9 M (6.2 FT) SOUTHWEST OF THE
 AB8193'EAST END OF THE ISLAND, 0.2 M (0.7 FT) NORTH OF THE SOUTH CURB, AND
 AB8193'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AB8193'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8193'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8193
 AB8193                          STATION RECOVERY (2004)
 AB8193
 AB8193'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8193'RECOVERED IN GOOD CONDITION.
 AB8193
 AB8193                          STATION RECOVERY (2005)
 AB8193
 AB8193'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8193'RECOVERED IN GOOD CONDITION.
 AB8193
 AB8193                          STATION RECOVERY (2010)
 AB8193
 AB8193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 AB8193'RECOVERED AS DESCRIBED.
 AB8193
 AB8193                          STATION RECOVERY (2020)
 AB8193
 AB8193'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 AB8193'THE MARK IS LOCATED IN THE GRASS TRAFFIC ISLAND IN FRONT OF THE
 AB8193'"TAHQUAMENON GENERAL STORE", NEAR THE EAST END OF THE ISLAND, 30.8 FT
 AB8193'(9.4 M) SOUTHERLY OF THE CENTER OF STATE HIGHWAY M-123, N40E-69.6 FEET
 AB8193'OF THE NORTHWEST CORNER OF THE STORE BUILDING, 32.6 FT (9.9 M) EAST OF
 AB8193'THE CENTER OF THE METAL SIGN POST FOR THE "76" GAS SIGN, 0.6 FT (18
 AB8193'CM) NORTH OF THE BACK OF SOUTH CURB OF ISLAND, AT THE POINT OF
 AB8193'CURVATURE IN THE CURB.  THE ALUMINUM ACCESS BOX WITH HINGED ACCESS
 AB8193'COVER IS ENCASED BY A 14 INCH (36 CM) DIAMETER POURED CONCRETE
 AB8193'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE TOP OF THE STAINLESS
 AB8193'STEEL ROD IS 0.45 FT (14 CM) BELOW RIM OF ACCESS BOX.  SET A 1/2 INCH
 AB8193'(13 MM) REBAR ALONGSIDE THE NORTHERLY EDGE OF THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6026 ***********************************************************************
 AC6026  DESIGNATION -  A 347
 AC6026  PID         -  AC6026
 AC6026  STATE/COUNTY-  MI/KEWEENAW
 AC6026  COUNTRY     -  US
 AC6026  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6026
 AC6026                         *CURRENT SURVEY CONTROL
 AC6026  ______________________________________________________________________
 AC6026* NAD 83(1986) POSITION- 47 26 19.5    (N) 088 09 46.5    (W)   HD_HELD2
 AC6026* NAVD 88 ORTHO HEIGHT -   275.777 (meters)      904.78  (feet) ADJUSTED
 AC6026  ______________________________________________________________________
 AC6026  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 AC6026  DYNAMIC HEIGHT  -        275.826 (meters)      904.94  (feet) COMP
 AC6026  MODELED GRAVITY -    980,783.8   (mgal)                       NAVD 88
 AC6026
 AC6026  VERT ORDER      -  SECOND    CLASS I
 AC6026
 AC6026.The horizontal coordinates were established by autonomous hand held GPS
 AC6026.observations and have an estimated accuracy of +/- 10 meters.
 AC6026
 AC6026.The orthometric height was determined by differential leveling and
 AC6026.adjusted by the NATIONAL GEODETIC SURVEY
 AC6026.in March 1997.
 AC6026
 AC6026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6026.GEOID18 height accuracy estimate available here.
 AC6026
 AC6026.Click photographs - Photos may exist for this station.
 AC6026
 AC6026.The dynamic height is computed by dividing the NAVD 88
 AC6026.geopotential number by the normal gravity value computed on the
 AC6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6026.degrees latitude (g = 980.6199 gals.).
 AC6026
 AC6026.The modeled gravity was interpolated from observed gravity values.
 AC6026
 AC6026;                    North         East    Units  Estimated Accuracy
 AC6026;SPC MI N     -   295,801.    7,912,274.      MT  (+/- 10 meters HH2 GPS)
 AC6026
 AC6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1231554578(NAD 83)
 AC6026
 AC6026                          SUPERSEDED SURVEY CONTROL
 AC6026
 AC6026.No superseded survey control is available for this station.
 AC6026
 AC6026_MARKER: DV = VERTICAL CONTROL DISK
 AC6026_SETTING: 66 = SET IN ROCK OUTCROP
 AC6026_STAMPING: A 347 1996
 AC6026_MARK LOGO: NGS
 AC6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6026+STABILITY: POSITION/ELEVATION WELL
 AC6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6026+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 AC6026
 AC6026  HISTORY     - Date     Condition        Report By
 AC6026  HISTORY     - 1996     MONUMENTED       NGS
 AC6026  HISTORY     - 20010913 GOOD             USPSQD
 AC6026  HISTORY     - 20031014 GOOD             GEOCAC
 AC6026  HISTORY     - 20090806 GOOD             GEOCAC
 AC6026
 AC6026                          STATION DESCRIPTION
 AC6026
 AC6026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6026'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6026'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 0.4 KM (0.25 MI)
 AC6026'SOUTHEASTERLY ALONG DELAWARE CUTOFF, NEAR THE SOUTHEAST END OF A LEDGE
 AC6026'IN AN AREA OF OUTCROPPING BEDROCK, 5.8 M (19.0 FT) NORTHEAST OF THE
 AC6026'ROAD CENTER, 1.5 M (4.9 FT) NORTHEAST OF UTILITY POLE NUMBER 9, 1.0 M
 AC6026'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.9 M (3.0 FT) SOUTHEAST OF
 AC6026'A WITNESS POST.
 AC6026
 AC6026                          STATION RECOVERY (2001)
 AC6026
 AC6026'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6026'RECOVERED IN GOOD CONDITION.
 AC6026
 AC6026                          STATION RECOVERY (2003)
 AC6026
 AC6026'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6026'THE WITNESS POST WAS NOT FOUND.
 AC6026
 AC6026                          STATION RECOVERY (2009)
 AC6026
 AC6026'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0066 ***********************************************************************
 PK0066  DESIGNATION -  A 35
 PK0066  PID         -  PK0066
 PK0066  STATE/COUNTY-  MI/ARENAC
 PK0066  COUNTRY     -  US
 PK0066  USGS QUAD   -  OMER (2017)
 PK0066
 PK0066                         *CURRENT SURVEY CONTROL
 PK0066  ______________________________________________________________________
 PK0066* NAD 83(1986) POSITION- 44 06 41.     (N) 083 48 25.     (W)   SCALED
 PK0066* NAVD 88 ORTHO HEIGHT -   194.374 (meters)      637.71  (feet) POSTED
 PK0066  ______________________________________________________________________
 PK0066  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 PK0066  DYNAMIC HEIGHT  -        194.34  (meters)      637.6   (feet) COMP
 PK0066  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 PK0066
 PK0066  VERT ORDER      -  * POSTED, SEE BELOW
 PK0066
 PK0066.The horizontal coordinates were scaled from a map and have
 PK0066.an estimated accuracy of +/- 6 seconds.
 PK0066
 PK0066.The orthometric height was determined by differential leveling
 PK0066.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PK0066
 PK0066.* This is a POSTED BENCH MARK height.
 PK0066
 PK0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0066.GEOID18 height accuracy estimate available here.
 PK0066
 PK0066.Click photographs - Photos may exist for this station.
 PK0066
 PK0066.The dynamic height is computed by dividing the NAVD 88
 PK0066.geopotential number by the normal gravity value computed on the
 PK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0066.degrees latitude (g = 980.6199 gals.).
 PK0066
 PK0066.The modeled gravity was interpolated from observed gravity values.
 PK0066
 PK0066;                    North         East    Units  Estimated Accuracy
 PK0066;SPC MI C     -    88,470.    6,044,810.      MT  (+/- 180 meters Scaled)
 PK0066
 PK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753880(NAD 83)
 PK0066
 PK0066                          SUPERSEDED SURVEY CONTROL
 PK0066
 PK0066  NGVD 29 (??/??/92)  194.558  (m)          638.31   (f) ADJ UNCH    1 2
 PK0066
 PK0066.Superseded values are not recommended for survey control.
 PK0066
 PK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0066.See file dsdata.pdf to determine how the superseded data were derived.
 PK0066
 PK0066_MARKER: DB = BENCH MARK DISK
 PK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0066_STAMPING: A 35 1934
 PK0066_MARK LOGO: CGS
 PK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0066+STABILITY: SURFACE MOTION
 PK0066
 PK0066  HISTORY     - Date     Condition        Report By
 PK0066  HISTORY     - 1934     MONUMENTED       CGS
 PK0066  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PK0066
 PK0066                          STATION DESCRIPTION
 PK0066
 PK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0066'AT TWINING.
 PK0066'AT TWINING, ARENAC COUNTY, 75 YARDS SOUTH OF THE SOUTHWEST CORNER
 PK0066'OF THE DETROIT AND MACKINAC RAILWAY STATION, 0.4 MILE NORTH OF
 PK0066'MILEPOST 37, 70 YARDS NORTHWEST OF A HIGHWAY CROSSING, 12 YARDS
 PK0066'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 YARDS WEST OF THE
 PK0066'WEST RAIL OF THE MAIN TRACK, AND 6 YARDS WEST OF THE WEST RAIL
 PK0066'OF A SIDETRACK.  A STANDARD DISK, STAMPED A 35 1934 AND SET IN
 PK0066'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 PK0066'GROUND.
 PK0066
 PK0066                          STATION RECOVERY (1965)
 PK0066
 PK0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0066'MARK NOT FOUND.
 PK0066
 PK0066                          STATION RECOVERY (1983)
 PK0066
 PK0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0066'NOT RECOVERED, POSSIBLY TAKEN OUT BY FARM EQUIPMENT.
 PK0066
 PK0066                          STATION RECOVERY (1988)
 PK0066
 PK0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0031 ***********************************************************************
 PK0031  DESIGNATION -  A 36
 PK0031  PID         -  PK0031
 PK0031  STATE/COUNTY-  MI/ALCONA
 PK0031  COUNTRY     -  US
 PK0031  USGS QUAD   -  BLACK RIVER (2017)
 PK0031
 PK0031                         *CURRENT SURVEY CONTROL
 PK0031  ______________________________________________________________________
 PK0031* NAD 83(1986) POSITION- 44 49 06.     (N) 083 18 20.     (W)   SCALED
 PK0031* NAVD 88 ORTHO HEIGHT -   179.304 (meters)      588.27  (feet) ADJUSTED
 PK0031  ______________________________________________________________________
 PK0031  GEOID HEIGHT    -        -36.132 (meters)                     GEOID18
 PK0031  DYNAMIC HEIGHT  -        179.289 (meters)      588.22  (feet) COMP
 PK0031  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 PK0031
 PK0031  VERT ORDER      -  FIRST     CLASS II
 PK0031
 PK0031.The horizontal coordinates were scaled from a map and have
 PK0031.an estimated accuracy of +/- 6 seconds.
 PK0031
 PK0031.The orthometric height was determined by differential leveling and
 PK0031.adjusted by the NATIONAL GEODETIC SURVEY
 PK0031.in June 1991.
 PK0031
 PK0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0031.GEOID18 height accuracy estimate available here.
 PK0031
 PK0031.Click photographs - Photos may exist for this station.
 PK0031
 PK0031.The dynamic height is computed by dividing the NAVD 88
 PK0031.geopotential number by the normal gravity value computed on the
 PK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0031.degrees latitude (g = 980.6199 gals.).
 PK0031
 PK0031.The modeled gravity was interpolated from observed gravity values.
 PK0031
 PK0031;                    North         East    Units  Estimated Accuracy
 PK0031;SPC MI C     -   167,410.    6,083,920.      MT  (+/- 180 meters Scaled)
 PK0031
 PK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK177653(NAD 83)
 PK0031
 PK0031                          SUPERSEDED SURVEY CONTROL
 PK0031
 PK0031  NGVD 29 (??/??/92)  179.492  (m)          588.88   (f) ADJ UNCH    1 2
 PK0031
 PK0031.Superseded values are not recommended for survey control.
 PK0031
 PK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0031.See file dsdata.pdf to determine how the superseded data were derived.
 PK0031
 PK0031_MARKER: DB = BENCH MARK DISK
 PK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0031_STAMPING: A 36 1934
 PK0031_MARK LOGO: CGS
 PK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0031+STABILITY: SURFACE MOTION
 PK0031
 PK0031  HISTORY     - Date     Condition        Report By
 PK0031  HISTORY     - 1934     MONUMENTED       CGS
 PK0031  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0031  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0031  HISTORY     - 20171026 MARK NOT FOUND   WHG
 PK0031
 PK0031                          STATION DESCRIPTION
 PK0031
 PK0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0031'AT BLACK RIVER.
 PK0031'AT BLACK RIVER, ALCONA COUNTY, 53 FEET NORTH OF THE NORTH END
 PK0031'OF THE DETROIT AND MACKINAC RAILWAY STATION, AT THE SOUTHEAST
 PK0031'CORNER OF A STOCK PEN, 8 FEET WEST OF THE WEST RAIL OF A
 PK0031'SIDETRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 PK0031'STAMPED A 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0031
 PK0031                          STATION RECOVERY (1983)
 PK0031
 PK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0031'NOT RECOVERED, PROBABLY DESTROYED WHEN STOCK PENS AND RAILROAD STATION
 PK0031'WERE REMOVED.
 PK0031
 PK0031                          STATION RECOVERY (1996)
 PK0031
 PK0031'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0031'MARK NOT FOUND.
 PK0031
 PK0031                          STATION RECOVERY (2017)
 PK0031
 PK0031'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 PK0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0162 ***********************************************************************
 OJ0162  DESIGNATION -  A 38
 OJ0162  PID         -  OJ0162
 OJ0162  STATE/COUNTY-  MI/HURON
 OJ0162  COUNTRY     -  US
 OJ0162  USGS QUAD   -  KINDE EAST (2017)
 OJ0162
 OJ0162                         *CURRENT SURVEY CONTROL
 OJ0162  ______________________________________________________________________
 OJ0162* NAD 83(1986) POSITION- 43 53 47.     (N) 082 59 39.     (W)   SCALED
 OJ0162* NAVD 88 ORTHO HEIGHT -   219.648 (meters)      720.63  (feet) ADJUSTED
 OJ0162  ______________________________________________________________________
 OJ0162  GEOID HEIGHT    -        -34.877 (meters)                     GEOID18
 OJ0162  DYNAMIC HEIGHT  -        219.613 (meters)      720.51  (feet) COMP
 OJ0162  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 OJ0162
 OJ0162  VERT ORDER      -  SECOND    CLASS 0
 OJ0162
 OJ0162.The horizontal coordinates were scaled from a map and have
 OJ0162.an estimated accuracy of +/- 6 seconds.
 OJ0162
 OJ0162.The orthometric height was determined by differential leveling and
 OJ0162.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0162.in June 1991.
 OJ0162
 OJ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0162.GEOID18 height accuracy estimate available here.
 OJ0162
 OJ0162.Click photographs - Photos may exist for this station.
 OJ0162
 OJ0162.The dynamic height is computed by dividing the NAVD 88
 OJ0162.geopotential number by the normal gravity value computed on the
 OJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0162.degrees latitude (g = 980.6199 gals.).
 OJ0162
 OJ0162.The modeled gravity was interpolated from observed gravity values.
 OJ0162
 OJ0162;                    North         East    Units  Estimated Accuracy
 OJ0162;SPC MI S     -   267,100.    4,110,280.      MT  (+/- 180 meters Scaled)
 OJ0162
 OJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398622(NAD 83)
 OJ0162
 OJ0162                          SUPERSEDED SURVEY CONTROL
 OJ0162
 OJ0162  NGVD 29 (??/??/92)  219.780  (m)          721.06   (f) ADJ UNCH    2 0
 OJ0162
 OJ0162.Superseded values are not recommended for survey control.
 OJ0162
 OJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0162.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0162
 OJ0162_MARKER: DB = BENCH MARK DISK
 OJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0162_STAMPING: A 38 1934
 OJ0162_MARK LOGO: CGS
 OJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0162+STABILITY: SURFACE MOTION
 OJ0162
 OJ0162  HISTORY     - Date     Condition        Report By
 OJ0162  HISTORY     - 1934     MONUMENTED       CGS
 OJ0162  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0162  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0162
 OJ0162                          STATION DESCRIPTION
 OJ0162
 OJ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0162'3 MI S FROM KINDE.
 OJ0162'3.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0162'STATION AT KINDE, HURON COUNTY, AT THE SIDING AT FILION, AT A
 OJ0162'GRAVEL-ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE OF THE
 OJ0162'ROAD, 28 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 OJ0162'37.7 FEET EAST OF THE EAST RAIL, 7-1/2 FEET NORTH OF A WIRE
 OJ0162'FENCE CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0162'A 38 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE
 OJ0162'OF MARK IS NOW A GARDEN PLOT.
 OJ0162
 OJ0162                          STATION RECOVERY (1969)
 OJ0162
 OJ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0162'MARK NOT FOUND.
 OJ0162
 OJ0162                          STATION RECOVERY (1999)
 OJ0162
 OJ0162'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0179 ***********************************************************************
 OJ0179  DESIGNATION -  A 39
 OJ0179  PID         -  OJ0179
 OJ0179  STATE/COUNTY-  MI/HURON
 OJ0179  COUNTRY     -  US
 OJ0179  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0179
 OJ0179                         *CURRENT SURVEY CONTROL
 OJ0179  ______________________________________________________________________
 OJ0179* NAD 83(1986) POSITION- 43 48 15.     (N) 082 39 32.     (W)   SCALED
 OJ0179* NAVD 88 ORTHO HEIGHT -   200.811 (meters)      658.83  (feet) ADJUSTED
 OJ0179  ______________________________________________________________________
 OJ0179  GEOID HEIGHT    -        -35.112 (meters)                     GEOID18
 OJ0179  DYNAMIC HEIGHT  -        200.776 (meters)      658.71  (feet) COMP
 OJ0179  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 OJ0179
 OJ0179  VERT ORDER      -  SECOND    CLASS 0
 OJ0179
 OJ0179.The horizontal coordinates were scaled from a map and have
 OJ0179.an estimated accuracy of +/- 6 seconds.
 OJ0179
 OJ0179.The orthometric height was determined by differential leveling and
 OJ0179.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0179.in June 1991.
 OJ0179
 OJ0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0179.GEOID18 height accuracy estimate available here.
 OJ0179
 OJ0179.Click photographs - Photos may exist for this station.
 OJ0179
 OJ0179.The dynamic height is computed by dividing the NAVD 88
 OJ0179.geopotential number by the normal gravity value computed on the
 OJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0179.degrees latitude (g = 980.6199 gals.).
 OJ0179
 OJ0179.The modeled gravity was interpolated from observed gravity values.
 OJ0179
 OJ0179;                    North         East    Units  Estimated Accuracy
 OJ0179;SPC MI S     -   257,350.    4,137,420.      MT  (+/- 180 meters Scaled)
 OJ0179
 OJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ665514(NAD 83)
 OJ0179
 OJ0179                          SUPERSEDED SURVEY CONTROL
 OJ0179
 OJ0179  NGVD 29 (??/??/92)  200.959  (m)          659.31   (f) ADJ UNCH    2 0
 OJ0179
 OJ0179.Superseded values are not recommended for survey control.
 OJ0179
 OJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0179.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0179
 OJ0179_MARKER: DB = BENCH MARK DISK
 OJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0179_STAMPING: A 39 1934
 OJ0179_MARK LOGO: CGS
 OJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0179+STABILITY: SURFACE MOTION
 OJ0179
 OJ0179  HISTORY     - Date     Condition        Report By
 OJ0179  HISTORY     - 1934     MONUMENTED       CGS
 OJ0179  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0179  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0179
 OJ0179                          STATION DESCRIPTION
 OJ0179
 OJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0179'2.8 MI SW FROM HARBOR BEACH.
 OJ0179'2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0179'THE STATION AT HARBOR BEACH, HURON COUNTY, AT A GRAVEL-ROAD
 OJ0179'CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 26.3 FEET
 OJ0179'WEST OF THE WEST RAIL, 4 FEET SOUTHEAST OF A WIRE FENCE CORNER,
 OJ0179'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OJ0179'A 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0179
 OJ0179                          STATION RECOVERY (1969)
 OJ0179
 OJ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0179'MARK NOT FOUND.
 OJ0179
 OJ0179                          STATION RECOVERY (1999)
 OJ0179
 OJ0179'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0003 ***********************************************************************
 OK0003  DESIGNATION -  A 40
 OK0003  PID         -  OK0003
 OK0003  STATE/COUNTY-  MI/SAGINAW
 OK0003  COUNTRY     -  US
 OK0003  USGS QUAD   -  AUBURN (2017)
 OK0003
 OK0003                         *CURRENT SURVEY CONTROL
 OK0003  ______________________________________________________________________
 OK0003* NAD 83(1986) POSITION- 43 30 41.     (N) 084 05 27.     (W)   SCALED
 OK0003* NAVD 88 ORTHO HEIGHT -   200.996 (meters)      659.43  (feet) ADJUSTED
 OK0003  ______________________________________________________________________
 OK0003  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 OK0003  DYNAMIC HEIGHT  -        200.955 (meters)      659.30  (feet) COMP
 OK0003  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 OK0003
 OK0003  VERT ORDER      -  SECOND    CLASS 0
 OK0003
 OK0003.The horizontal coordinates were scaled from a map and have
 OK0003.an estimated accuracy of +/- 6 seconds.
 OK0003
 OK0003.The orthometric height was determined by differential leveling and
 OK0003.adjusted by the NATIONAL GEODETIC SURVEY
 OK0003.in June 1991.
 OK0003
 OK0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0003.GEOID18 height accuracy estimate available here.
 OK0003
 OK0003.Click photographs - Photos may exist for this station.
 OK0003
 OK0003.The dynamic height is computed by dividing the NAVD 88
 OK0003.geopotential number by the normal gravity value computed on the
 OK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0003.degrees latitude (g = 980.6199 gals.).
 OK0003
 OK0003.The modeled gravity was interpolated from observed gravity values.
 OK0003
 OK0003;                    North         East    Units  Estimated Accuracy
 OK0003;SPC MI S     -   223,460.    4,022,300.      MT  (+/- 180 meters Scaled)
 OK0003
 OK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP351217(NAD 83)
 OK0003
 OK0003                          SUPERSEDED SURVEY CONTROL
 OK0003
 OK0003  NGVD 29 (??/??/92)  201.176  (m)          660.02   (f) ADJ UNCH    2 0
 OK0003
 OK0003.Superseded values are not recommended for survey control.
 OK0003
 OK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0003.See file dsdata.pdf to determine how the superseded data were derived.
 OK0003
 OK0003_MARKER: DB = BENCH MARK DISK
 OK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0003_STAMPING: A 40 1934
 OK0003_MARK LOGO: CGS
 OK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0003+STABILITY: SURFACE MOTION
 OK0003
 OK0003  HISTORY     - Date     Condition        Report By
 OK0003  HISTORY     - 1934     MONUMENTED       CGS
 OK0003  HISTORY     - 1955     MARK NOT FOUND   CGS
 OK0003  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OK0003  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OK0003
 OK0003                          STATION DESCRIPTION
 OK0003
 OK0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OK0003'1.5 MI SE FROM FREELAND.
 OK0003'1.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0003'THE STATION AT FREELAND, SAGINAW COUNTY, AT A ROAD CROSSING,
 OK0003'40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 483, 30.6 FEET
 OK0003'NORTH OF THE NORTH RAIL, AND 3 FEET BELOW THE TOP OF THE RAIL.
 OK0003'A STANDARD DISK, STAMPED A 40 1934 AND SET IN THE TOP OF A
 OK0003'CONCRETE POST.  NOTE-- THE RAILWAY HAS BEEN DITCHED IN THIS
 OK0003'VICINITY AND A CONCRETE POST WAS FOUND LYING ON THE GROUND
 OK0003'NEAR THE FENCE LINE.
 OK0003
 OK0003                          STATION RECOVERY (1994)
 OK0003
 OK0003'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0003'MARK NOT FOUND.
 OK0003
 OK0003                          STATION RECOVERY (2001)
 OK0003
 OK0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0003'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0311 ***********************************************************************
 NE0311  DESIGNATION -  A 41
 NE0311  PID         -  NE0311
 NE0311  STATE/COUNTY-  MI/ST CLAIR
 NE0311  COUNTRY     -  US
 NE0311  USGS QUAD   -  GOODELLS (2017)
 NE0311
 NE0311                         *CURRENT SURVEY CONTROL
 NE0311  ______________________________________________________________________
 NE0311* NAD 83(1986) POSITION- 42 59 09.     (N) 082 42 56.     (W)   SCALED
 NE0311* NAVD 88 ORTHO HEIGHT -   224.729 (meters)      737.30  (feet) ADJUSTED
 NE0311  ______________________________________________________________________
 NE0311  GEOID HEIGHT    -        -34.775 (meters)                     GEOID18
 NE0311  DYNAMIC HEIGHT  -        224.672 (meters)      737.11  (feet) COMP
 NE0311  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 NE0311
 NE0311  VERT ORDER      -  SECOND    CLASS 0
 NE0311
 NE0311.The horizontal coordinates were scaled from a map and have
 NE0311.an estimated accuracy of +/- 6 seconds.
 NE0311
 NE0311.The orthometric height was determined by differential leveling and
 NE0311.adjusted by the NATIONAL GEODETIC SURVEY
 NE0311.in June 1991.
 NE0311
 NE0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0311.GEOID18 height accuracy estimate available here.
 NE0311
 NE0311.Click photographs - Photos may exist for this station.
 NE0311
 NE0311.The dynamic height is computed by dividing the NAVD 88
 NE0311.geopotential number by the normal gravity value computed on the
 NE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0311.degrees latitude (g = 980.6199 gals.).
 NE0311
 NE0311.The modeled gravity was interpolated from observed gravity values.
 NE0311
 NE0311;                    North         East    Units  Estimated Accuracy
 NE0311;SPC MI S     -   166,360.    4,134,640.      MT  (+/- 180 meters Scaled)
 NE0311
 NE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH601606(NAD 83)
 NE0311
 NE0311                          SUPERSEDED SURVEY CONTROL
 NE0311
 NE0311  NGVD 29 (??/??/92)  224.838  (m)          737.66   (f) ADJ UNCH    2 0
 NE0311
 NE0311.Superseded values are not recommended for survey control.
 NE0311
 NE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0311.See file dsdata.pdf to determine how the superseded data were derived.
 NE0311
 NE0311_MARKER: DB = BENCH MARK DISK
 NE0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0311_STAMPING: A 41 1934
 NE0311_MARK LOGO: USGS
 NE0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0311+STABILITY: SURFACE MOTION
 NE0311
 NE0311  HISTORY     - Date     Condition        Report By
 NE0311  HISTORY     - 1934     MONUMENTED       CGS
 NE0311  HISTORY     - 1977     GOOD             NGS
 NE0311  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0311  HISTORY     - 19991113 GOOD             USPSQD
 NE0311
 NE0311                          STATION DESCRIPTION
 NE0311
 NE0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0311'2.3 MI W FROM GOODELLS.
 NE0311'2.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0311'THE STATION AT GOODELLS, ST. CLAIR COUNTY, 58 YARDS SOUTHEAST
 NE0311'OF THE SOUTHEAST END OF WOODEN BRIDGE 320.29, AT A ROAD CROSSING,
 NE0311'25.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 44.3 FEET SOUTH
 NE0311'OF THE SOUTH RAIL, 2.6 FEET WEST OF A WIRE FENCE, AND ABOUT
 NE0311'5.0 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0311'STAMPED A 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0311
 NE0311                          STATION RECOVERY (1977)
 NE0311
 NE0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0311'2.35 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS
 NE0311'CROSSING OF GOODELLS ROAD IN GOODELLS, 58 YARDS SOUTHEAST OF THE
 NE0311'SOUTHEAST END OF CONCRETE BRIDGE 320.29, AT A ROAD CROSSING, 26 FEET
 NE0311'EAST OF THE CENTER OF THE ROAD, 44 FEET SOUTH OF THE SOUTH RAIL, 3.6
 NE0311'FEET WEST OF THE END OF A FENCE.
 NE0311
 NE0311                          STATION RECOVERY (1988)
 NE0311
 NE0311'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0311'MARK NOT FOUND.
 NE0311
 NE0311                          STATION RECOVERY (1999)
 NE0311
 NE0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0776 ***********************************************************************
 NE0776  DESIGNATION -  A 42
 NE0776  PID         -  NE0776
 NE0776  STATE/COUNTY-  MI/GENESEE
 NE0776  COUNTRY     -  US
 NE0776  USGS QUAD   -  SWARTZ CREEK (2017)
 NE0776
 NE0776                         *CURRENT SURVEY CONTROL
 NE0776  ______________________________________________________________________
 NE0776* NAD 83(1986) POSITION- 42 58 00.     (N) 083 46 56.     (W)   SCALED
 NE0776* NAVD 88 ORTHO HEIGHT -   236.693 (meters)      776.55  (feet) ADJUSTED
 NE0776  ______________________________________________________________________
 NE0776  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 NE0776  DYNAMIC HEIGHT  -        236.632 (meters)      776.35  (feet) COMP
 NE0776  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 NE0776
 NE0776  VERT ORDER      -  SECOND    CLASS 0
 NE0776
 NE0776.The horizontal coordinates were scaled from a map and have
 NE0776.an estimated accuracy of +/- 6 seconds.
 NE0776
 NE0776.The orthometric height was determined by differential leveling and
 NE0776.adjusted by the NATIONAL GEODETIC SURVEY
 NE0776.in June 1991.
 NE0776
 NE0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0776.GEOID18 height accuracy estimate available here.
 NE0776
 NE0776.Click photographs - Photos may exist for this station.
 NE0776
 NE0776.The dynamic height is computed by dividing the NAVD 88
 NE0776.geopotential number by the normal gravity value computed on the
 NE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0776.degrees latitude (g = 980.6199 gals.).
 NE0776
 NE0776.The modeled gravity was interpolated from observed gravity values.
 NE0776
 NE0776;                    North         East    Units  Estimated Accuracy
 NE0776;SPC MI S     -   163,080.    4,047,680.      MT  (+/- 180 meters Scaled)
 NE0776
 NE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH730608(NAD 83)
 NE0776
 NE0776                          SUPERSEDED SURVEY CONTROL
 NE0776
 NE0776  NGVD 29 (??/??/92)  236.840  (m)          777.03   (f) ADJ UNCH    2 0
 NE0776
 NE0776.Superseded values are not recommended for survey control.
 NE0776
 NE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0776.See file dsdata.pdf to determine how the superseded data were derived.
 NE0776
 NE0776_MARKER: DB = BENCH MARK DISK
 NE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0776_STAMPING: A 42 1934
 NE0776_MARK LOGO: CGS
 NE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0776+STABILITY: SURFACE MOTION
 NE0776
 NE0776  HISTORY     - Date     Condition        Report By
 NE0776  HISTORY     - 1934     MONUMENTED       CGS
 NE0776  HISTORY     - 1959     GOOD             CGS
 NE0776  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0776  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0776  HISTORY     - 20070409 MARK NOT FOUND   ROWEIN
 NE0776
 NE0776                          STATION DESCRIPTION
 NE0776
 NE0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0776'2.9 MI W FROM TORREY.
 NE0776'2.9 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0776'STATION AT TORREY, GENESEE COUNTY, 22 YARDS WEST OF SIGNAL
 NE0776'264.2, IN THE SOUTHEAST QUADRANT AT A ROAD CROSSING, 27 FEET
 NE0776'SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE ROAD
 NE0776'WITH THE SOUTH RAIL OF THE SOUTH TRACK, 22.7 FEET NORTH OF THE
 NE0776'NORTH SIDE OF THE GATE TO A FARM ROAD, 20 FEET SOUTH OF THE
 NE0776'SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE
 NE0776'BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 42 1934 AND SET
 NE0776'IN THE TOP OF A CONCRETE POST.
 NE0776
 NE0776                          STATION RECOVERY (1966)
 NE0776
 NE0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0776'MARK NOT FOUND.
 NE0776
 NE0776                          STATION RECOVERY (2005)
 NE0776
 NE0776'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0776'MARK NOT FOUND.
 NE0776
 NE0776                          STATION RECOVERY (2007)
 NE0776
 NE0776'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0776'THE ROAD CROSSING REFERRED TO IN THE ORIGINAL DESCRIPTION IS DYE ROAD.
 NE0776'THE CROSSING WAS REMOVED DURING I-69 CONSTRUCTION AND HAS BEEN
 NE0776'REPLACED WITH A CUL-DE-SAC. THE FARM GATE WOULD HAVE ACCESSED PROPERTY
 NE0776'THAT IS NOW A TRAILER PARK. THIS STATION MOST LIKELY DESTROYED DURING
 NE0776'GRADING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0759 ***********************************************************************
 NE0759  DESIGNATION -  A 43
 NE0759  PID         -  NE0759
 NE0759  STATE/COUNTY-  MI/OAKLAND
 NE0759  COUNTRY     -  US
 NE0759  USGS QUAD   -  FENTON (2017)
 NE0759
 NE0759                         *CURRENT SURVEY CONTROL
 NE0759  ______________________________________________________________________
 NE0759* NAD 83(1986) POSITION- 42 47 46.     (N) 083 39 47.     (W)   SCALED
 NE0759* NAVD 88 ORTHO HEIGHT -   276.852 (meters)      908.31  (feet) ADJUSTED
 NE0759  ______________________________________________________________________
 NE0759  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 NE0759  DYNAMIC HEIGHT  -        276.773 (meters)      908.05  (feet) COMP
 NE0759  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 NE0759
 NE0759  VERT ORDER      -  SECOND    CLASS 0
 NE0759
 NE0759.The horizontal coordinates were scaled from a map and have
 NE0759.an estimated accuracy of +/- 6 seconds.
 NE0759
 NE0759.The orthometric height was determined by differential leveling and
 NE0759.adjusted by the NATIONAL GEODETIC SURVEY
 NE0759.in June 1991.
 NE0759
 NE0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0759.GEOID18 height accuracy estimate available here.
 NE0759
 NE0759.Click photographs - Photos may exist for this station.
 NE0759
 NE0759.The dynamic height is computed by dividing the NAVD 88
 NE0759.geopotential number by the normal gravity value computed on the
 NE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0759.degrees latitude (g = 980.6199 gals.).
 NE0759
 NE0759.The modeled gravity was interpolated from observed gravity values.
 NE0759
 NE0759;                    North         East    Units  Estimated Accuracy
 NE0759;SPC MI S     -   144,210.    4,057,560.      MT  (+/- 180 meters Scaled)
 NE0759
 NE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH822416(NAD 83)
 NE0759
 NE0759                          SUPERSEDED SURVEY CONTROL
 NE0759
 NE0759  NGVD 29 (??/??/92)  276.960  (m)          908.66   (f) ADJ UNCH    2 0
 NE0759
 NE0759.Superseded values are not recommended for survey control.
 NE0759
 NE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0759.See file dsdata.pdf to determine how the superseded data were derived.
 NE0759
 NE0759_MARKER: DB = BENCH MARK DISK
 NE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0759_STAMPING: A 43 1934
 NE0759_MARK LOGO: CGS
 NE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0759+STABILITY: SURFACE MOTION
 NE0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0759+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0759
 NE0759  HISTORY     - Date     Condition        Report By
 NE0759  HISTORY     - 1934     MONUMENTED       CGS
 NE0759  HISTORY     - 1942     GOOD             CGS
 NE0759  HISTORY     - 20060310 GOOD             INDIV
 NE0759
 NE0759                          STATION DESCRIPTION
 NE0759
 NE0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0759'2.1 MI NW FROM HOLLY.
 NE0759'2.1 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0759'THE STATION AT HOLLY, OAKLAND COUNTY, 438 YARDS NORTHWEST OF
 NE0759'THE NORTH ABUTMENT OF BRIDGE 48.39, 17 YARDS SOUTHEAST OF THE
 NE0759'SOUTHWEST RAIL AT THE CROSSING OF A PRIVATE ROAD, 41.4 FEET
 NE0759'SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET SOUTHEAST OF THE
 NE0759'SOUTHEAST GATEPOST IN THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 NE0759'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 43 1934 AND
 NE0759'SET IN THE TOP OF A CONCRETE POST.
 NE0759
 NE0759                          STATION RECOVERY (2006)
 NE0759
 NE0759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0759'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0132 ***********************************************************************
 RJ0132  DESIGNATION -  A 44
 RJ0132  PID         -  RJ0132
 RJ0132  STATE/COUNTY-  MI/CHIPPEWA
 RJ0132  COUNTRY     -  US
 RJ0132  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0132
 RJ0132                         *CURRENT SURVEY CONTROL
 RJ0132  ______________________________________________________________________
 RJ0132* NAD 83(1986) POSITION- 46 29 57.     (N) 084 20 34.     (W)   SCALED
 RJ0132* NAVD 88 ORTHO HEIGHT -   185.545 (meters)      608.74  (feet) ADJUSTED
 RJ0132  ______________________________________________________________________
 RJ0132  GEOID HEIGHT    -        -36.642 (meters)                     GEOID18
 RJ0132  DYNAMIC HEIGHT  -        185.556 (meters)      608.78  (feet) COMP
 RJ0132  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 RJ0132
 RJ0132  VERT ORDER      -  FIRST     CLASS II
 RJ0132
 RJ0132.The horizontal coordinates were scaled from a map and have
 RJ0132.an estimated accuracy of +/- 6 seconds.
 RJ0132
 RJ0132.The orthometric height was determined by differential leveling and
 RJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0132.in June 1991.
 RJ0132
 RJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0132.GEOID18 height accuracy estimate available here.
 RJ0132
 RJ0132.Click photographs - Photos may exist for this station.
 RJ0132
 RJ0132.The dynamic height is computed by dividing the NAVD 88
 RJ0132.geopotential number by the normal gravity value computed on the
 RJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0132.degrees latitude (g = 980.6199 gals.).
 RJ0132
 RJ0132.The modeled gravity was interpolated from observed gravity values.
 RJ0132
 RJ0132;                    North         East    Units  Estimated Accuracy
 RJ0132;SPC MI N     -   194,120.    8,203,920.      MT  (+/- 180 meters Scaled)
 RJ0132
 RJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS038529(NAD 83)
 RJ0132
 RJ0132                          SUPERSEDED SURVEY CONTROL
 RJ0132
 RJ0132  NGVD 29 (??/??/92)  185.504  (m)          608.61   (f) ADJ UNCH    1 2
 RJ0132
 RJ0132.Superseded values are not recommended for survey control.
 RJ0132
 RJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0132
 RJ0132_MARKER: DB = BENCH MARK DISK
 RJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0132_STAMPING: 608.650 A 44 1934
 RJ0132_MARK LOGO: CGS
 RJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0132+STABILITY: SURFACE MOTION
 RJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0132+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 RJ0132
 RJ0132  HISTORY     - Date     Condition        Report By
 RJ0132  HISTORY     - 1934     MONUMENTED       CGS
 RJ0132  HISTORY     - 1944     GOOD             CGS
 RJ0132  HISTORY     - 1966     GOOD             CGS
 RJ0132  HISTORY     - 1978     GOOD             NGS
 RJ0132  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0132  HISTORY     - 20011029 MARK NOT FOUND   USPSQD
 RJ0132  HISTORY     - 20061115 GOOD             INDIV
 RJ0132
 RJ0132                          STATION DESCRIPTION
 RJ0132
 RJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RJ0132'AT SAULT STE MARIE.
 RJ0132'AT SAULT STE. MARIE, CHIPPEWA COUNTY, ON PORTAGE STREET, IN FRONT
 RJ0132'OF THE POST OFFICE, IN A GRASS PLOT BOUNDED BY AN ORNAMENTAL
 RJ0132'HEDGE, 19 FEET EAST OF THE ENTRANCE WALK, AND 18 FEET NORTH
 RJ0132'OF THE SIDEWALK ON PORTAGE STREET.  A STANDARD DISK, STAMPED
 RJ0132'608.650 A 44 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0132'PROJECTING 6 INCHES ABOVE GROUND.
 RJ0132
 RJ0132                          STATION RECOVERY (1966)
 RJ0132
 RJ0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 RJ0132'RECOVERED IN GOOD CONDITION.
 RJ0132
 RJ0132                          STATION RECOVERY (1978)
 RJ0132
 RJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0132'RECOVERED IN GOOD CONDITION.
 RJ0132
 RJ0132                          STATION RECOVERY (1995)
 RJ0132
 RJ0132'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0132'MARK NOT FOUND.
 RJ0132
 RJ0132                          STATION RECOVERY (2001)
 RJ0132
 RJ0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0132'MARK NOT FOUND.
 RJ0132
 RJ0132                          STATION RECOVERY (2006)
 RJ0132
 RJ0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEW)
 RJ0132'THIS BUILDING STILL EXISTS, HOWEVER IT IS NO LONGER THE POST OFFICE.
 RJ0132'THE DESCRIBED BUILDING HOUSES THE RIVER OF HISTORY MUSEUM AND THE
 RJ0132'CORPORATE HEADQUARTERS FOR TENDERCARE NURSING HOMES.  THIS BUILDING IS
 RJ0132'LOCATED AT 209 E. PORTAGE AVENUE BETWEEN BINGHAM AVENUE AND BRADY
 RJ0132'STREET.  MARK IS 20 FEET EAST OF ENTRANCE WALK AND 14 FEET NORTH OF
 RJ0132'SIDEWALK ON PORTAGE STREET.  MARK MAY BE OVERGROWN WITH GRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0329 ***********************************************************************
 RJ0329  DESIGNATION -  A 45
 RJ0329  PID         -  RJ0329
 RJ0329  STATE/COUNTY-  MI/CHIPPEWA
 RJ0329  COUNTRY     -  US
 RJ0329  USGS QUAD   -  ECKERMAN (2017)
 RJ0329
 RJ0329                         *CURRENT SURVEY CONTROL
 RJ0329  ______________________________________________________________________
 RJ0329* NAD 83(1986) POSITION- 46 21 11.     (N) 085 06 33.     (W)   SCALED
 RJ0329* NAVD 88 ORTHO HEIGHT -   220.314 (meters)      722.81  (feet) ADJUSTED
 RJ0329  ______________________________________________________________________
 RJ0329  GEOID HEIGHT    -        -35.436 (meters)                     GEOID18
 RJ0329  DYNAMIC HEIGHT  -        220.331 (meters)      722.87  (feet) COMP
 RJ0329  MODELED GRAVITY -    980,684.3   (mgal)                       NAVD 88
 RJ0329
 RJ0329  VERT ORDER      -  FIRST     CLASS II
 RJ0329
 RJ0329.The horizontal coordinates were scaled from a map and have
 RJ0329.an estimated accuracy of +/- 6 seconds.
 RJ0329
 RJ0329.The orthometric height was determined by differential leveling and
 RJ0329.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0329.in June 1991.
 RJ0329
 RJ0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0329.GEOID18 height accuracy estimate available here.
 RJ0329
 RJ0329.Click photographs - Photos may exist for this station.
 RJ0329
 RJ0329.The dynamic height is computed by dividing the NAVD 88
 RJ0329.geopotential number by the normal gravity value computed on the
 RJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0329.degrees latitude (g = 980.6199 gals.).
 RJ0329
 RJ0329.The modeled gravity was interpolated from observed gravity values.
 RJ0329
 RJ0329;                    North         East    Units  Estimated Accuracy
 RJ0329;SPC MI N     -   176,200.    8,145,510.      MT  (+/- 180 meters Scaled)
 RJ0329
 RJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS454350(NAD 83)
 RJ0329
 RJ0329                          SUPERSEDED SURVEY CONTROL
 RJ0329
 RJ0329  NGVD 29 (??/??/92)  220.302  (m)          722.77   (f) ADJ UNCH    1 2
 RJ0329
 RJ0329.Superseded values are not recommended for survey control.
 RJ0329
 RJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0329.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0329
 RJ0329_MARKER: DB = BENCH MARK DISK
 RJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0329_STAMPING: A 35 1934
 RJ0329_MARK LOGO: CGS
 RJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0329+STABILITY: SURFACE MOTION
 RJ0329
 RJ0329  HISTORY     - Date     Condition        Report By
 RJ0329  HISTORY     - 1934     MONUMENTED       CGS
 RJ0329  HISTORY     - 1935     GOOD             CGS
 RJ0329  HISTORY     - 1965     GOOD             USGS
 RJ0329
 RJ0329                          STATION DESCRIPTION
 RJ0329
 RJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0329'2 MI E FROM HULBERT.
 RJ0329'2.0 MILES EAST ALONG THEDULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0329'FROM HULBERT, CHIPPEWA COUNTY, ONE RAIL EAST OF MILEPOST 39,
 RJ0329'AND 30 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED A 35
 RJ0329'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0329
 RJ0329                          STATION RECOVERY (1965)
 RJ0329
 RJ0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0446 ***********************************************************************
 RJ0446  DESIGNATION -  A 46
 RJ0446  PID         -  RJ0446
 RJ0446  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0446  COUNTRY     -  US
 RJ0446  USGS QUAD   -  SENEY (2017)
 RJ0446
 RJ0446                         *CURRENT SURVEY CONTROL
 RJ0446  ______________________________________________________________________
 RJ0446* NAD 83(1986) POSITION- 46 20 40.1    (N) 085 55 57.1    (W)   HD_HELD2
 RJ0446* NAVD 88 ORTHO HEIGHT -   224.735 (meters)      737.32  (feet) ADJUSTED
 RJ0446  ______________________________________________________________________
 RJ0446  GEOID HEIGHT    -        -35.242 (meters)                     GEOID18
 RJ0446  DYNAMIC HEIGHT  -        224.751 (meters)      737.37  (feet) COMP
 RJ0446  MODELED GRAVITY -    980,678.3   (mgal)                       NAVD 88
 RJ0446
 RJ0446  VERT ORDER      -  FIRST     CLASS II
 RJ0446
 RJ0446.The horizontal coordinates were established by autonomous hand held GPS
 RJ0446.observations and have an estimated accuracy of +/- 10 meters.
 RJ0446
 RJ0446.The orthometric height was determined by differential leveling and
 RJ0446.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0446.in June 1991.
 RJ0446
 RJ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0446.GEOID18 height accuracy estimate available here.
 RJ0446
 RJ0446.Click photographs - Photos may exist for this station.
 RJ0446
 RJ0446.The dynamic height is computed by dividing the NAVD 88
 RJ0446.geopotential number by the normal gravity value computed on the
 RJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0446.degrees latitude (g = 980.6199 gals.).
 RJ0446
 RJ0446.The modeled gravity was interpolated from observed gravity values.
 RJ0446
 RJ0446;                    North         East    Units  Estimated Accuracy
 RJ0446;SPC MI N     -   174,065.    8,082,165.      MT  (+/- 10 meters HH2 GPS)
 RJ0446
 RJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8214232875(NAD 83)
 RJ0446
 RJ0446                          SUPERSEDED SURVEY CONTROL
 RJ0446
 RJ0446  NGVD 29 (??/??/92)  224.703  (m)          737.21   (f) ADJ UNCH    1 2
 RJ0446
 RJ0446.Superseded values are not recommended for survey control.
 RJ0446
 RJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0446.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0446
 RJ0446_MARKER: DB = BENCH MARK DISK
 RJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0446_STAMPING: A 46 1934
 RJ0446_MARK LOGO: CGS
 RJ0446_PROJECTION: PROJECTING 3 CENTIMETERS
 RJ0446_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0446+STABILITY: SURFACE MOTION
 RJ0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0446+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2016
 RJ0446
 RJ0446  HISTORY     - Date     Condition        Report By
 RJ0446  HISTORY     - 1934     MONUMENTED       CGS
 RJ0446  HISTORY     - 1964     GOOD             CGS
 RJ0446  HISTORY     - 19990909 GOOD             USPSQD
 RJ0446  HISTORY     - 20010915 GOOD             JCLS
 RJ0446  HISTORY     - 20010920 GOOD             JCLS
 RJ0446  HISTORY     - 20040920 GOOD             USPSQD
 RJ0446  HISTORY     - 20060911 GOOD             USPSQD
 RJ0446  HISTORY     - 20160606 GOOD             MIDT
 RJ0446
 RJ0446                          STATION DESCRIPTION
 RJ0446
 RJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0446'0.6 MI E FROM SENEY.
 RJ0446'ABOUT 0.6 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0446'AT SENEY, IN S 33, T 46 N, R 13 W, 249 FEET WEST OF THE CENTER
 RJ0446'OF THE CROSSING OF STATE HIGHWAY M 28, 130 1/2 FEET NORTHEAST
 RJ0446'AND ACROSS THE TRACK FROM MILEPOST 79, 122 FEET SOUTHWEST OF THE
 RJ0446'CENTER LINE OF THE HIGHWAY, 44 1/2 FEET NORTH OF THE NORTH RAIL,
 RJ0446'48 FEET SOUTH OF TELEGRAPH POLE NUMBER 2924, ABOUT LEVEL WITH
 RJ0446'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0446'4 INCHES.
 RJ0446
 RJ0446                          STATION RECOVERY (1999)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2001)
 RJ0446
 RJ0446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RJ0446'RECOVERED AS DESCRIBED.
 RJ0446
 RJ0446                          STATION RECOVERY (2001)
 RJ0446
 RJ0446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2004)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2006)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2016)
 RJ0446
 RJ0446'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (LEW)
 RJ0446'THE MARK IS LOCATED 245 FT (74.7 M) WEST ALONG THE RAILROAD FROM THE
 RJ0446'CENTERLINE OF MI 28, 45 FT (13.7 M) NORTH OF THE NORTH RAIL AND 1.0 FT
 RJ0446'(0.3 M) EASTERLY OF A CARSONITE WITNESS POST.  THE CONCRETE IS BROKEN
 RJ0446'AWAY ON THE NORTH AND WEST SIDES OF THE 6-INCH SQUARE CONCRETE
 RJ0446'MONUMENT, BUT THE DISK IS SECURE.  SET A 1/2-INCH (13 MM) REBAR 0.6 FT
 RJ0446'(18 CM) SOUTH OF THE DISK TO CREATE A MAGNETIC DRAW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0104 ***********************************************************************
 RK0104  DESIGNATION -  A 47
 RK0104  PID         -  RK0104
 RK0104  STATE/COUNTY-  MI/ALGER
 RK0104  COUNTRY     -  US
 RK0104  USGS QUAD   -  AU TRAIN (2017)
 RK0104
 RK0104                         *CURRENT SURVEY CONTROL
 RK0104  ______________________________________________________________________
 RK0104* NAD 83(1986) POSITION- 46 25 47.8    (N) 086 48 06.2    (W)   HD_HELD2
 RK0104* NAVD 88 ORTHO HEIGHT -   212.306 (meters)      696.54  (feet) ADJUSTED
 RK0104  ______________________________________________________________________
 RK0104  GEOID HEIGHT    -        -35.272 (meters)                     GEOID18
 RK0104  DYNAMIC HEIGHT  -        212.320 (meters)      696.59  (feet) COMP
 RK0104  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 RK0104
 RK0104  VERT ORDER      -  FIRST     CLASS II
 RK0104
 RK0104.The horizontal coordinates were established by autonomous hand held GPS
 RK0104.observations and have an estimated accuracy of +/- 10 meters.
 RK0104
 RK0104.The orthometric height was determined by differential leveling and
 RK0104.adjusted by the NATIONAL GEODETIC SURVEY
 RK0104.in June 1991.
 RK0104
 RK0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0104.GEOID18 height accuracy estimate available here.
 RK0104
 RK0104.Click photographs - Photos may exist for this station.
 RK0104
 RK0104.The dynamic height is computed by dividing the NAVD 88
 RK0104.geopotential number by the normal gravity value computed on the
 RK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0104.degrees latitude (g = 980.6199 gals.).
 RK0104
 RK0104.The modeled gravity was interpolated from observed gravity values.
 RK0104
 RK0104;                    North         East    Units  Estimated Accuracy
 RK0104;SPC MI N     -   183,031.    8,015,238.      MT  (+/- 10 meters HH2 GPS)
 RK0104
 RK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1523341838(NAD 83)
 RK0104
 RK0104                          SUPERSEDED SURVEY CONTROL
 RK0104
 RK0104  NGVD 29 (??/??/92)  212.277  (m)          696.45   (f) ADJ UNCH    1 2
 RK0104
 RK0104.Superseded values are not recommended for survey control.
 RK0104
 RK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0104.See file dsdata.pdf to determine how the superseded data were derived.
 RK0104
 RK0104_MARKER: DB = BENCH MARK DISK
 RK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0104_STAMPING: A 47 1934
 RK0104_MARK LOGO: CGS
 RK0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0104+STABILITY: SURFACE MOTION
 RK0104
 RK0104  HISTORY     - Date     Condition        Report By
 RK0104  HISTORY     - 1934     MONUMENTED       CGS
 RK0104  HISTORY     - 1955     GOOD             CGS
 RK0104  HISTORY     - 19960319 GOOD             MI-003
 RK0104  HISTORY     - 19980414 GOOD             NGS
 RK0104  HISTORY     - 20061112 GOOD             GEOCAC
 RK0104
 RK0104                          STATION DESCRIPTION
 RK0104
 RK0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RK0104'2 MI E FROM AU TRAIN.
 RK0104'2.0 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0104'FROM AU TRAIN, ALGER COUNTY, 12 FEET WEST OF MILEPOST 123, 25
 RK0104'FEET EAST OF POLE 4546, AND 15 FEET NORTH OF THE CENTERLINE OF THE
 RK0104'TRACK.  A STANDARD DISK, STAMPED A 47 1934 AND SET IN THE TOP OF A
 RK0104'CONCRETE POST.
 RK0104
 RK0104                          STATION RECOVERY (1996)
 RK0104
 RK0104'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0104'RECOVERED AS DESCRIBED.
 RK0104
 RK0104                          STATION RECOVERY (1998)
 RK0104
 RK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0104'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0104'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0104'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  THE OLD DESCRIPTION
 RK0104'MENTIONS THE STATION BEING 12 FEET (3.7 M) WEST OF MILEPOST 123, A NEW
 RK0104'MILEPOST MARKER 123 IS NOW ACROSS THE TRACKS FROM THE STATION AND
 RK0104'ATTACHED TO OLD UTILITY POLE.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0104'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0104'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0104'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0104
 RK0104                          STATION RECOVERY (2006)
 RK0104
 RK0104'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0104'RAILROAD REFERENCES HAVE BEEN REMOVED. STATION IS .65 EAST ON THE OLD
 RK0104'DULUTH, SOUTH SHORE AND ATLANTIC GRADE FROM ITS INTERSECTION WITH
 RK0104'WOODLAND AVENUE IN AU TRAIN, ABOUT 48 FEET EAST AND ACROSS THE GRADE
 RK0104'FROM A LONE 16 INCH WHITE PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0048 ***********************************************************************
 RL0048  DESIGNATION -  A 48
 RL0048  PID         -  RL0048
 RL0048  STATE/COUNTY-  MI/BARAGA
 RL0048  COUNTRY     -  US
 RL0048  USGS QUAD   -  L'ANSE (2017)
 RL0048
 RL0048                         *CURRENT SURVEY CONTROL
 RL0048  ______________________________________________________________________
 RL0048* NAD 83(1986) POSITION- 46 45 27.     (N) 088 26 57.     (W)   SCALED
 RL0048* NAVD 88 ORTHO HEIGHT -   207.974 (meters)      682.33  (feet) ADJUSTED
 RL0048  ______________________________________________________________________
 RL0048  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 RL0048  DYNAMIC HEIGHT  -        207.987 (meters)      682.37  (feet) COMP
 RL0048  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RL0048
 RL0048  VERT ORDER      -  FIRST     CLASS II
 RL0048
 RL0048.The horizontal coordinates were scaled from a map and have
 RL0048.an estimated accuracy of +/- 6 seconds.
 RL0048
 RL0048.The orthometric height was determined by differential leveling and
 RL0048.adjusted by the NATIONAL GEODETIC SURVEY
 RL0048.in June 1991.
 RL0048
 RL0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0048.GEOID18 height accuracy estimate available here.
 RL0048
 RL0048.Click photographs - Photos may exist for this station.
 RL0048
 RL0048.The dynamic height is computed by dividing the NAVD 88
 RL0048.geopotential number by the normal gravity value computed on the
 RL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0048.degrees latitude (g = 980.6199 gals.).
 RL0048
 RL0048.The modeled gravity was interpolated from observed gravity values.
 RL0048
 RL0048;                    North         East    Units  Estimated Accuracy
 RL0048;SPC MI N     -   220,430.    7,889,300.      MT  (+/- 180 meters Scaled)
 RL0048
 RL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS893792(NAD 83)
 RL0048
 RL0048                          SUPERSEDED SURVEY CONTROL
 RL0048
 RL0048  NGVD 29 (??/??/92)  207.948  (m)          682.24   (f) ADJ UNCH    1 2
 RL0048
 RL0048.Superseded values are not recommended for survey control.
 RL0048
 RL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0048.See file dsdata.pdf to determine how the superseded data were derived.
 RL0048
 RL0048_MARKER: DB = BENCH MARK DISK
 RL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0048_STAMPING: A 48 1934
 RL0048_MARK LOGO: CGS
 RL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0048+STABILITY: SURFACE MOTION
 RL0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0048+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 RL0048
 RL0048  HISTORY     - Date     Condition        Report By
 RL0048  HISTORY     - 1934     MONUMENTED       CGS
 RL0048  HISTORY     - 1948     GOOD             CGS
 RL0048  HISTORY     - 19951015 POOR             USPSQD
 RL0048  HISTORY     - 19960909 MARK NOT FOUND   MIDT
 RL0048
 RL0048                          STATION DESCRIPTION
 RL0048
 RL0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0048'AT L ANSE.
 RL0048'AT L ANSE, AT THE CATHOLIC CHURCH, AT THE CORNER OF BROAD AND
 RL0048'SIXTH STREETS, 27 FEET SOUTHWEST OF THE CENTER LINE OF BROAD
 RL0048'STREET, 27 FEET NORTHEAST OF THE NORTH CORNER OF THE CHURCH,
 RL0048'22 FEET NORTHWEST OF THE CENTER LINE OF WALK TO THE MAIN ENTRANCE
 RL0048'TO CHURCH, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDE
 RL0048'WALK ALONG BROAD STREET, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST
 RL0048'EDGE OF THE SIDE WALK TO THE NORTHWEST ONE OF THREE ENTRANCES
 RL0048'TO CHURCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0048'3 INCHES.
 RL0048
 RL0048                          STATION RECOVERY (1995)
 RL0048
 RL0048'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0048'MARK RECOVERED IN POOR CONDITION.
 RL0048
 RL0048                          STATION RECOVERY (1996)
 RL0048
 RL0048'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0048'MARK NOT FOUND 08-10-96
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0147 ***********************************************************************
 RK0147  DESIGNATION -  A 49
 RK0147  PID         -  RK0147
 RK0147  STATE/COUNTY-  MI/MARQUETTE
 RK0147  COUNTRY     -  US
 RK0147  USGS QUAD   -  HARVEY (2017)
 RK0147
 RK0147                         *CURRENT SURVEY CONTROL
 RK0147  ______________________________________________________________________
 RK0147* NAD 83(1986) POSITION- 46 29 12.07   (N) 087 18 39.76   (W)   HD_HELD1
 RK0147* NAVD 88 ORTHO HEIGHT -   191.034 (meters)      626.75  (feet) ADJUSTED
 RK0147  ______________________________________________________________________
 RK0147  GEOID HEIGHT    -        -34.821 (meters)                     GEOID18
 RK0147  DYNAMIC HEIGHT  -        191.051 (meters)      626.81  (feet) COMP
 RK0147  MODELED GRAVITY -    980,695.0   (mgal)                       NAVD 88
 RK0147
 RK0147  VERT ORDER      -  FIRST     CLASS II
 RK0147
 RK0147.The horizontal coordinates were determined by differentially corrected
 RK0147.hand held GPS observations or other comparable positioning techniques
 RK0147.and have an estimated accuracy of +/- 3 meters.
 RK0147
 RK0147.The orthometric height was determined by differential leveling and
 RK0147.adjusted by the NATIONAL GEODETIC SURVEY
 RK0147.in June 1991.
 RK0147
 RK0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0147.GEOID18 height accuracy estimate available here.
 RK0147
 RK0147.Click photographs - Photos may exist for this station.
 RK0147
 RK0147.The dynamic height is computed by dividing the NAVD 88
 RK0147.geopotential number by the normal gravity value computed on the
 RK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0147.degrees latitude (g = 980.6199 gals.).
 RK0147
 RK0147.The modeled gravity was interpolated from observed gravity values.
 RK0147
 RK0147;                    North         East    Units  Estimated Accuracy
 RK0147;SPC MI N     -   189,365.2   7,976,119.8     MT  (+/- 3 meters HH1 GPS) 
 RK0147
 RK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7612748170(NAD 83)
 RK0147
 RK0147                          SUPERSEDED SURVEY CONTROL
 RK0147
 RK0147  NGVD 29 (??/??/92)  191.012  (m)          626.68   (f) ADJ UNCH    1 2
 RK0147
 RK0147.Superseded values are not recommended for survey control.
 RK0147
 RK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0147.See file dsdata.pdf to determine how the superseded data were derived.
 RK0147
 RK0147_MARKER: DB = BENCH MARK DISK
 RK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0147_STAMPING: A 49 1934
 RK0147_MARK LOGO: CGS
 RK0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0147+STABILITY: SURFACE MOTION
 RK0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0147+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0147
 RK0147  HISTORY     - Date     Condition        Report By
 RK0147  HISTORY     - 1934     MONUMENTED       CGS
 RK0147  HISTORY     - 1935     GOOD             CGS
 RK0147  HISTORY     - 19980413 GOOD             NGS
 RK0147  HISTORY     - 20030917 GOOD             MIDT
 RK0147  HISTORY     - 20060519 GOOD             GEOCAC
 RK0147
 RK0147                          STATION DESCRIPTION
 RK0147
 RK0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0147'1.6 MI E FROM LAKEWOOD.
 RK0147'1.6 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0147'RAILWAY FROM LAKEWOOD, MARQUETTE COUNTY, 6 FEET EAST OF MILEPOST
 RK0147'149, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 RK0147'NORTH AND 6 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 RK0147'A 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0147
 RK0147                          STATION RECOVERY (1998)
 RK0147
 RK0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0147'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0147'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0147'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0147'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0147'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0147'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0147
 RK0147                          STATION RECOVERY (2003)
 RK0147
 RK0147'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0147'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0147'HIGHWAY M-28, 3.2 MILES TO CHOCOLAY DOWNS GOLF DRIVE.  GO SOUTH ON
 RK0147'CHOCOLAY DOWNS GOLF DRIVE 400 FEET TO THE ABANDONED RAILROAD GRADE.
 RK0147'GO SOUTHWESTERLY ON ABANDONED RAILROAD GRADE 1.2 MILES.  POINT IS ON
 RK0147'LEFT, 28.5 FEET FROM APPROXIMATE CENTERLINE OF ABANDONED RAILROAD
 RK0147'GRADE AND IS MARKED WITH A CARSONITE MARKER 0.6 FEET TO THE NORTHWEST
 RK0147
 RK0147                          STATION RECOVERY (2006)
 RK0147
 RK0147'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0701 ***********************************************************************
 RL0701  DESIGNATION -  A 50
 RL0701  PID         -  RL0701
 RL0701  STATE/COUNTY-  MI/ONTONAGON
 RL0701  COUNTRY     -  US
 RL0701  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0701
 RL0701                         *CURRENT SURVEY CONTROL
 RL0701  ______________________________________________________________________
 RL0701* NAD 83(1986) POSITION- 46 32 01.21   (N) 089 11 58.76   (W)   HD_HELD1
 RL0701* NAVD 88 ORTHO HEIGHT -   345.419 (meters)     1133.26  (feet) ADJUSTED
 RL0701  ______________________________________________________________________
 RL0701  GEOID HEIGHT    -        -31.955 (meters)                     GEOID18
 RL0701  DYNAMIC HEIGHT  -        345.432 (meters)     1133.30  (feet) COMP
 RL0701  MODELED GRAVITY -    980,639.7   (mgal)                       NAVD 88
 RL0701
 RL0701  VERT ORDER      -  FIRST     CLASS II
 RL0701
 RL0701.The horizontal coordinates were determined by differentially corrected
 RL0701.hand held GPS observations or other comparable positioning techniques
 RL0701.and have an estimated accuracy of +/- 3 meters.
 RL0701
 RL0701.The orthometric height was determined by differential leveling and
 RL0701.adjusted by the NATIONAL GEODETIC SURVEY
 RL0701.in June 1991.
 RL0701
 RL0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0701.GEOID18 height accuracy estimate available here.
 RL0701
 RL0701.Click photographs - Photos may exist for this station.
 RL0701
 RL0701.The dynamic height is computed by dividing the NAVD 88
 RL0701.geopotential number by the normal gravity value computed on the
 RL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0701.degrees latitude (g = 980.6199 gals.).
 RL0701
 RL0701.The modeled gravity was interpolated from observed gravity values.
 RL0701
 RL0701;                    North         East    Units  Estimated Accuracy
 RL0701;SPC MI N     -   196,881.5   7,831,289.5     MT  (+/- 3 meters HH1 GPS) 
 RL0701
 RL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3132255695(NAD 83)
 RL0701
 RL0701                          SUPERSEDED SURVEY CONTROL
 RL0701
 RL0701  NGVD 29 (??/??/92)  345.464  (m)         1133.41   (f) ADJ UNCH    1 2
 RL0701
 RL0701.Superseded values are not recommended for survey control.
 RL0701
 RL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0701.See file dsdata.pdf to determine how the superseded data were derived.
 RL0701
 RL0701_MARKER: DB = BENCH MARK DISK
 RL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0701_STAMPING: A 50 1934
 RL0701_MARK LOGO: CGS
 RL0701_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0701+STABILITY: SURFACE MOTION
 RL0701
 RL0701  HISTORY     - Date     Condition        Report By
 RL0701  HISTORY     - 1934     MONUMENTED       CGS
 RL0701  HISTORY     - 1948     GOOD             CGS
 RL0701  HISTORY     - 1985     GOOD             NGS
 RL0701  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0701
 RL0701                          STATION DESCRIPTION
 RL0701
 RL0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0701'1.1 MI W FROM BRUCES CROSSING.
 RL0701'ABOUT 1.1 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0701'RAILWAY FROM THE STATION AT BRUCES CROSSING, ABOUT 0.1 MILE
 RL0701'WEST OF MILE POST 251, AT A NORTH-SOUTH CROSS ROAD, 45 FEET
 RL0701'NORTH OF THE NORTH RAIL OF THE TRACK, 21 FEET EAST OF THE
 RL0701'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER,
 RL0701'2 FEET SOUTH OF THE R/W FENCE, 1 FOOT WEST OF A WHITE WOODEN
 RL0701'WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 RL0701'CONCRETE POST PROJECTING 4 INCHES.
 RL0701
 RL0701                          STATION RECOVERY (1985)
 RL0701
 RL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0701'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 RL0701'FT) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0701'HIGHWAY 45 IN BRUCE CROSSING, 51.8 M (169.9 FT) NORTH OF THE
 RL0701'CENTERLINE OF THE HIGHWAY, 14.0 M (45.9 FT) NORTH OF THE NEAR RAIL OF
 RL0701'THE SOO LINE RAILROAD, ANS 6.4 M (21.0 FT) EAST OF A GRAVELED ROAD
 RL0701'LEADING NORTH.
 RL0701'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 RL0701'THE MARK IS 0.6 M BELOW THE RAIL.
 RL0701
 RL0701                          STATION RECOVERY (1987)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0701'MARK NOT FOUND.
 RL0701
 RL0701                          STATION RECOVERY (1996)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0701'MARK NOT FOUND.
 RL0701
 RL0701                          STATION RECOVERY (2001)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0701'FOUND WITNESS (DOWN), BUT NO MARK.
 RL0701
 RL0701                          STATION RECOVERY (2004)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0701'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0358 ***********************************************************************
 RJ0358  HT_MOD      -  This is a Height Modernization Survey Station.
 RJ0358  DESIGNATION -  A 51
 RJ0358  PID         -  RJ0358
 RJ0358  STATE/COUNTY-  MI/LUCE
 RJ0358  COUNTRY     -  US
 RJ0358  USGS QUAD   -  SOO JUNCTION (2017)
 RJ0358
 RJ0358                         *CURRENT SURVEY CONTROL
 RJ0358  ______________________________________________________________________
 RJ0358* NAD 83(2011) POSITION- 46 20 10.82799(N) 085 15 41.29334(W)   ADJUSTED
 RJ0358* NAD 83(2011) ELLIP HT-   181.773 (meters)        (06/27/12)   ADJUSTED
 RJ0358* NAD 83(2011) EPOCH   -  2010.00
 RJ0358* NAVD 88 ORTHO HEIGHT -   217.10  (meters)      712.3   (feet) GPS OBS
 RJ0358  ______________________________________________________________________
 RJ0358  NAVD 88 orthometric height was determined with geoid model    GEOID09
 RJ0358  GEOID HEIGHT    -        -35.330 (meters)                     GEOID09
 RJ0358  GEOID HEIGHT    -        -35.342 (meters)                     GEOID18
 RJ0358  NAD 83(2011) X  -    364,426.320 (meters)                     COMP
 RJ0358  NAD 83(2011) Y  - -4,396,398.235 (meters)                     COMP
 RJ0358  NAD 83(2011) Z  -  4,591,270.354 (meters)                     COMP
 RJ0358  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 RJ0358
 RJ0358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0358  Standards:
 RJ0358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0358  -------------------------------------------------------------------
 RJ0358  NETWORK    1.06   1.22           0.49   0.36   0.62     -0.00219935
 RJ0358  -------------------------------------------------------------------
 RJ0358  Click here for local accuracies and other accuracy information.
 RJ0358
 RJ0358.The horizontal coordinates were established by GPS observations
 RJ0358.and adjusted by the National Geodetic Survey in June 2012.
 RJ0358
 RJ0358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0358.been affixed to the stable North American tectonic plate. See 
 RJ0358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0358
 RJ0358.The horizontal coordinates are valid at the epoch date displayed above
 RJ0358.which is a decimal equivalence of Year/Month/Day.
 RJ0358
 RJ0358.The orthometric height was determined by GPS observations and a
 RJ0358.high-resolution geoid model using precise GPS observation and
 RJ0358.processing techniques.
 RJ0358
 RJ0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0358.GEOID18 height accuracy estimate available here.
 RJ0358
 RJ0358.Click photographs - Photos may exist for this station.
 RJ0358
 RJ0358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0358
 RJ0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0358
 RJ0358.The ellipsoidal height was determined by GPS observations
 RJ0358.and is referenced to NAD 83.
 RJ0358
 RJ0358. The following values were computed from the NAD 83(2011) position.
 RJ0358
 RJ0358;                    North         East     Units Scale Factor Converg.
 RJ0358;SPC MI N     -   174,075.280 8,133,830.230   MT  0.99990323   +1 15 23.7
 RJ0358;SPC MI N     -   571,113.12 26,685,794.72   iFT  0.99990323   +1 15 23.7
 RJ0358;UTM  16      - 5,132,887.093   633,799.442   MT  0.99982006   +1 15 28.2
 RJ0358
 RJ0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0358!SPC MI N     -   0.99997151  x   0.99990323  =   0.99987474
 RJ0358!UTM  16      -   0.99997151  x   0.99982006  =   0.99979157
 RJ0358
 RJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3379932887(NAD 83)
 RJ0358
 RJ0358                          SUPERSEDED SURVEY CONTROL
 RJ0358
 RJ0358  NAD 83(2007)-  46 20 10.82840(N)    085 15 41.29432(W) AD(2002.00) B
 RJ0358  ELLIP H (05/16/11)  181.776  (m)                       GP(2002.00) 4 1
 RJ0358  NAVD 88 (06/15/91)  217.174  (m)          712.51   (f) ADJUSTED    1 2
 RJ0358  NGVD 29 (??/??/92)  217.168  (m)          712.49   (f) ADJ UNCH    1 2
 RJ0358
 RJ0358.Superseded values are not recommended for survey control.
 RJ0358
 RJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0358.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0358
 RJ0358_MARKER: DB = BENCH MARK DISK
 RJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0358_STAMPING: A 51 1934
 RJ0358_MARK LOGO: CGS
 RJ0358_PROJECTION: PROJECTING 3 CENTIMETERS
 RJ0358_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0358+STABILITY: SURFACE MOTION
 RJ0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0358+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2020
 RJ0358
 RJ0358  HISTORY     - Date     Condition        Report By
 RJ0358  HISTORY     - 1934     MONUMENTED       CGS
 RJ0358  HISTORY     - 20070518 GOOD             JCLS
 RJ0358  HISTORY     - 20100510 GOOD             MIDT
 RJ0358  HISTORY     - 20200424 GOOD             PROFLN
 RJ0358
 RJ0358                          STATION DESCRIPTION
 RJ0358
 RJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0358'AT SOO JUNCTION.
 RJ0358'AT SOO JUNCTION, LUCE COUNTY, 20 FEET SOUTH OF THE SOUTH END
 RJ0358'OF THE DULTUH, SOUTH SHORE AND ATLANTIC RAILWAY STATION, AT THE
 RJ0358'EDGE OF THE PLATFORM, 20 FEET NORTH OF THE NORTH END OF THE
 RJ0358'CAFE, 50 FEET WEST OF THE CENTERLINE OF THE SAULT STE. MARIE
 RJ0358'TRACK, AND 25 FEET EAST OF THE CENTERLINE OF THE ST. IGNACE
 RJ0358'TRACK.  A STANDARD DISK, STAMPED A 51 1934 AND SET IN THE TOP
 RJ0358'OF A CONCRETE POST FLUSH WITH THE GROUND.
 RJ0358
 RJ0358                          STATION RECOVERY (2007)
 RJ0358
 RJ0358'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 RJ0358'RECOVERED IN GOOD CONDITION.
 RJ0358
 RJ0358                          STATION RECOVERY (2010)
 RJ0358
 RJ0358'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0358'RAILWAY STATION AND CAFE ARE NO LONGER PRESENT.
 RJ0358
 RJ0358                          STATION RECOVERY (2020)
 RJ0358
 RJ0358'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0358'THE MARK IS LOCATED 525 FT (160.0 M) NORTHWEST ALONG THE CANADIAN
 RJ0358'NATIONAL RAILWAY FROM THE CENTER OF A PRIVATE RAILROAD CROSSING
 RJ0358'LOCATED ON THE NORTH SIDE OF THE PARKING AREA FOR THE TOONERVILLE
 RJ0358'TROLLEY TRAIN AND RIVERBOAT TOURS; 26 FT (7.9 M) NORTHEAST OF THE
 RJ0358'CENTER OF THE RAILROAD TRACKS; S80E-19.0 FEET OF THE CENTER OF A 6
 RJ0358'INCH (15 CM) DIAMETER, 2.5 FT (0.8 M) HIGH WOODEN POST, BEING THE
 RJ0358'SOUTHEAST POST OF A GROUP OF FOUR POSTS MAKING UP A 13 FOOT (E-W) BY 6
 RJ0358'FOOT (N-S) AREA AND 1.0 FT (0.3 M) SOUTH OF AN ALUMINUM WITNESS POST.
 RJ0358'THE DISK IS SET IN THE TOP OF A 6 INCH (15 CM) SQUARE CONCRETE
 RJ0358'MONUMENT.  SET A 1/2 INCH (13 MM) DIAMETER REBAR ALONGSIDE THE SOUTH
 RJ0358'EDGE OF THE CONCRETE MONUMENT.
 RJ0358'
 RJ0358'THE STATION IS ALSO LOCATED 285 FT (86.9 M) NORTHWEST ALONG THE
 RJ0358'RAILROAD FROM THE CENTER OF A BRIDGE OVER A DITCH, 76 FT (23.2 M)
 RJ0358'SOUTHEAST ALONG RAILROAD FROM 'RACO JCT' SIGN ON NORTHERLY SIDE OF
 RJ0358'RAILROAD, 214 FT (65.2 M) SOUTHEAST ALONG RAILROAD FROM '43=46.6' SIGN
 RJ0358'ON SOUTHERLY SIDE OF RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0041 ***********************************************************************
 RJ0041  DESIGNATION -  A 53
 RJ0041  PID         -  RJ0041
 RJ0041  STATE/COUNTY-  MI/CHIPPEWA
 RJ0041  COUNTRY     -  US
 RJ0041  USGS QUAD   -  PICKFORD (2017)
 RJ0041
 RJ0041                         *CURRENT SURVEY CONTROL
 RJ0041  ______________________________________________________________________
 RJ0041* NAD 83(1986) POSITION- 46 07 44.     (N) 084 18 02.     (W)   SCALED
 RJ0041* NAVD 88 ORTHO HEIGHT -   190.908 (meters)      626.34  (feet) ADJUSTED
 RJ0041  ______________________________________________________________________
 RJ0041  GEOID HEIGHT    -        -36.244 (meters)                     GEOID18
 RJ0041  DYNAMIC HEIGHT  -        190.915 (meters)      626.36  (feet) COMP
 RJ0041  MODELED GRAVITY -    980,646.2   (mgal)                       NAVD 88
 RJ0041
 RJ0041  VERT ORDER      -  SECOND    CLASS 0
 RJ0041
 RJ0041.The horizontal coordinates were scaled from a map and have
 RJ0041.an estimated accuracy of +/- 6 seconds.
 RJ0041
 RJ0041.The orthometric height was determined by differential leveling and
 RJ0041.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0041.in June 1991.
 RJ0041
 RJ0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0041.GEOID18 height accuracy estimate available here.
 RJ0041
 RJ0041.Click photographs - Photos may exist for this station.
 RJ0041
 RJ0041.The dynamic height is computed by dividing the NAVD 88
 RJ0041.geopotential number by the normal gravity value computed on the
 RJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0041.degrees latitude (g = 980.6199 gals.).
 RJ0041
 RJ0041.The modeled gravity was interpolated from observed gravity values.
 RJ0041
 RJ0041;                    North         East    Units  Estimated Accuracy
 RJ0041;SPC MI N     -   153,100.    8,208,560.      MT  (+/- 180 meters Scaled)
 RJ0041
 RJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS085119(NAD 83)
 RJ0041
 RJ0041                          SUPERSEDED SURVEY CONTROL
 RJ0041
 RJ0041  NGVD 29 (??/??/92)  190.880  (m)          626.25   (f) ADJ UNCH    2 0
 RJ0041
 RJ0041.Superseded values are not recommended for survey control.
 RJ0041
 RJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0041.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0041
 RJ0041_MARKER: DB = BENCH MARK DISK
 RJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0041_STAMPING: A 53 1943
 RJ0041_MARK LOGO: CGS
 RJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0041+STABILITY: SURFACE MOTION
 RJ0041
 RJ0041  HISTORY     - Date     Condition        Report By
 RJ0041  HISTORY     - 1934     MONUMENTED       CGS
 RJ0041  HISTORY     - 1948     GOOD             CGS
 RJ0041
 RJ0041                          STATION DESCRIPTION
 RJ0041
 RJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RJ0041'2 MI S FROM PICKFORD.
 RJ0041'2.0 MILES SOUTH ALONG STATE HIGHWAY 129 FROM PICKFORD, CHIPPEWA
 RJ0041'COUNTY, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 48, 1.0 MILE
 RJ0041'EAST OF A SCHOOLHOUSE, AT A ROAD INTERSECTION, 25 YARDS SOUTH
 RJ0041'OF THE CENTERLINE OF THE HIGHWAY, AND 11 YARDS EAST OF THE
 RJ0041'CENTERLINE OF THE CROSSROAD.  A STANDARD DISK, STAMPED A 53 1934
 RJ0041'AND SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0060 ***********************************************************************
 RK0060  DESIGNATION -  A 55
 RK0060  PID         -  RK0060
 RK0060  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0060  COUNTRY     -  US
 RK0060  USGS QUAD   -  STEUBEN NE (2017)
 RK0060
 RK0060                         *CURRENT SURVEY CONTROL
 RK0060  ______________________________________________________________________
 RK0060* NAD 83(1986) POSITION- 46 08 38.     (N) 086 21 31.     (W)   SCALED
 RK0060* NAVD 88 ORTHO HEIGHT -   211.393 (meters)      693.55  (feet) ADJUSTED
 RK0060  ______________________________________________________________________
 RK0060  GEOID HEIGHT    -        -35.116 (meters)                     GEOID18
 RK0060  DYNAMIC HEIGHT  -        211.404 (meters)      693.58  (feet) COMP
 RK0060  MODELED GRAVITY -    980,662.2   (mgal)                       NAVD 88
 RK0060
 RK0060  VERT ORDER      -  SECOND    CLASS 0
 RK0060
 RK0060.The horizontal coordinates were scaled from a map and have
 RK0060.an estimated accuracy of +/- 6 seconds.
 RK0060
 RK0060.The orthometric height was determined by differential leveling and
 RK0060.adjusted by the NATIONAL GEODETIC SURVEY
 RK0060.in June 1991.
 RK0060
 RK0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0060.GEOID18 height accuracy estimate available here.
 RK0060
 RK0060.Click photographs - Photos may exist for this station.
 RK0060
 RK0060.The dynamic height is computed by dividing the NAVD 88
 RK0060.geopotential number by the normal gravity value computed on the
 RK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0060.degrees latitude (g = 980.6199 gals.).
 RK0060
 RK0060.The modeled gravity was interpolated from observed gravity values.
 RK0060
 RK0060;                    North         East    Units  Estimated Accuracy
 RK0060;SPC MI N     -   151,420.    8,049,550.      MT  (+/- 180 meters Scaled)
 RK0060
 RK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES495102(NAD 83)
 RK0060
 RK0060                          SUPERSEDED SURVEY CONTROL
 RK0060
 RK0060  NGVD 29 (??/??/92)  211.374  (m)          693.48   (f) ADJ UNCH    2 0
 RK0060
 RK0060.Superseded values are not recommended for survey control.
 RK0060
 RK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0060.See file dsdata.pdf to determine how the superseded data were derived.
 RK0060
 RK0060_MARKER: DB = BENCH MARK DISK
 RK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0060_STAMPING: A 55 1934
 RK0060_MARK LOGO: CGS
 RK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0060+STABILITY: SURFACE MOTION
 RK0060
 RK0060  HISTORY     - Date     Condition        Report By
 RK0060  HISTORY     - 1934     MONUMENTED       CGS
 RK0060  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0060
 RK0060                          STATION DESCRIPTION
 RK0060
 RK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0060'17.1 MI N FROM MANISTIQUE.
 RK0060'17.1 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0060'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 27 FEET
 RK0060'SOUTHWEST OF THE CENTERLINE OF THE MANISTIQUE AND LAKE SUPERIOR
 RK0060'RAILROAD, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RK0060'A STANDARD DISK, STAMPED A 55 1934 AND SET IN THE TOP OF A
 RK0060'CONCRETE POST.
 RK0060
 RK0060                          STATION RECOVERY (1980)
 RK0060
 RK0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0060'PROBABLY DESTROYED BY ROADWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0011 ***********************************************************************
 QL0011  DESIGNATION -  A 56
 QL0011  PID         -  QL0011
 QL0011  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0011  COUNTRY     -  US
 QL0011  USGS QUAD   -  MANISTIQUE WEST (2017)
 QL0011
 QL0011                         *CURRENT SURVEY CONTROL
 QL0011  ______________________________________________________________________
 QL0011* NAD 83(1986) POSITION- 45 57 51.     (N) 086 15 29.     (W)   SCALED
 QL0011* NAVD 88 ORTHO HEIGHT -   185.762 (meters)      609.45  (feet) ADJUSTED
 QL0011  ______________________________________________________________________
 QL0011  GEOID HEIGHT    -        -35.411 (meters)                     GEOID18
 QL0011  DYNAMIC HEIGHT  -        185.768 (meters)      609.47  (feet) COMP
 QL0011  MODELED GRAVITY -    980,639.3   (mgal)                       NAVD 88
 QL0011
 QL0011  VERT ORDER      -  SECOND    CLASS 0
 QL0011
 QL0011.The horizontal coordinates were scaled from a map and have
 QL0011.an estimated accuracy of +/- 6 seconds.
 QL0011
 QL0011.The orthometric height was determined by differential leveling and
 QL0011.adjusted by the NATIONAL GEODETIC SURVEY
 QL0011.in June 1991.
 QL0011
 QL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0011.GEOID18 height accuracy estimate available here.
 QL0011
 QL0011.Click photographs - Photos may exist for this station.
 QL0011
 QL0011.The dynamic height is computed by dividing the NAVD 88
 QL0011.geopotential number by the normal gravity value computed on the
 QL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0011.degrees latitude (g = 980.6199 gals.).
 QL0011
 QL0011.The modeled gravity was interpolated from observed gravity values.
 QL0011
 QL0011;                    North         East    Units  Estimated Accuracy
 QL0011;SPC MI N     -   131,510.    8,057,510.      MT  (+/- 180 meters Scaled)
 QL0011
 QL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER574903(NAD 83)
 QL0011
 QL0011                          SUPERSEDED SURVEY CONTROL
 QL0011
 QL0011  NGVD 29 (??/??/92)  185.759  (m)          609.44   (f) ADJ UNCH    2 0
 QL0011
 QL0011.Superseded values are not recommended for survey control.
 QL0011
 QL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0011.See file dsdata.pdf to determine how the superseded data were derived.
 QL0011
 QL0011_MARKER: DB = BENCH MARK DISK
 QL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0011_STAMPING: A 56 1934
 QL0011_MARK LOGO: CGS
 QL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0011+STABILITY: SURFACE MOTION
 QL0011
 QL0011  HISTORY     - Date     Condition        Report By
 QL0011  HISTORY     - 1934     MONUMENTED       CGS
 QL0011  HISTORY     - 1938     GOOD             CGS
 QL0011  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0011  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0011
 QL0011                          STATION DESCRIPTION
 QL0011
 QL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QL0011'AT MANISTIQUE.
 QL0011'AT MANISTIQUE, SCHOOLCRAFT COUNTY, 10 RAILS WEST OF THE
 QL0011'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 15
 QL0011'FEET SOUTH OF THE NEAREST RAIL, AND IN LINE WITH A ROW OF POLES.
 QL0011'A STANDARD DISK, STAMPED A 56 1934 AND SET IN THE TOP OF A
 QL0011'CONCRETE POST.
 QL0011
 QL0011                          STATION RECOVERY (1972)
 QL0011
 QL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0011'MARK NOT FOUND.
 QL0011
 QL0011                          STATION RECOVERY (1980)
 QL0011
 QL0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0011'PROBABLY DESTROYED SINCE MARK WAS NOT FOUND IN 1955 EITHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0387 ***********************************************************************
 QL0387  DESIGNATION -  A 57
 QL0387  PID         -  QL0387
 QL0387  STATE/COUNTY-  MI/MENOMINEE
 QL0387  COUNTRY     -  US
 QL0387  USGS QUAD   -  HERMANSVILLE (2017)
 QL0387
 QL0387                         *CURRENT SURVEY CONTROL
 QL0387  ______________________________________________________________________
 QL0387* NAD 83(1986) POSITION- 45 41 32.     (N) 087 32 32.     (W)   SCALED
 QL0387* NAVD 88 ORTHO HEIGHT -   260.890 (meters)      855.94  (feet) ADJUSTED
 QL0387  ______________________________________________________________________
 QL0387  GEOID HEIGHT    -        -35.409 (meters)                     GEOID18
 QL0387  DYNAMIC HEIGHT  -        260.884 (meters)      855.92  (feet) COMP
 QL0387  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QL0387
 QL0387  VERT ORDER      -  SECOND    CLASS 0
 QL0387
 QL0387.The horizontal coordinates were scaled from a map and have
 QL0387.an estimated accuracy of +/- 6 seconds.
 QL0387
 QL0387.The orthometric height was determined by differential leveling and
 QL0387.adjusted by the NATIONAL GEODETIC SURVEY
 QL0387.in June 1991.
 QL0387
 QL0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0387.GEOID18 height accuracy estimate available here.
 QL0387
 QL0387.Click photographs - Photos may exist for this station.
 QL0387
 QL0387.The dynamic height is computed by dividing the NAVD 88
 QL0387.geopotential number by the normal gravity value computed on the
 QL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0387.degrees latitude (g = 980.6199 gals.).
 QL0387
 QL0387.The modeled gravity was interpolated from observed gravity values.
 QL0387
 QL0387;                    North         East    Units  Estimated Accuracy
 QL0387;SPC MI N     -   101,160.    7,957,770.      MT  (+/- 180 meters Scaled)
 QL0387
 QL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR577599(NAD 83)
 QL0387
 QL0387                          SUPERSEDED SURVEY CONTROL
 QL0387
 QL0387  NGVD 29 (??/??/92)  260.905  (m)          855.99   (f) ADJ UNCH    2 0
 QL0387
 QL0387.Superseded values are not recommended for survey control.
 QL0387
 QL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0387.See file dsdata.pdf to determine how the superseded data were derived.
 QL0387
 QL0387_MARKER: DB = BENCH MARK DISK
 QL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0387_STAMPING: A 57 1934
 QL0387_MARK LOGO: CGS
 QL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0387+STABILITY: SURFACE MOTION
 QL0387
 QL0387  HISTORY     - Date     Condition        Report By
 QL0387  HISTORY     - 1934     MONUMENTED       CGS
 QL0387  HISTORY     - 1948     MARK NOT FOUND   CGS
 QL0387
 QL0387                          STATION DESCRIPTION
 QL0387
 QL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QL0387'0.9 MI W FROM POWERS JUNCTION.
 QL0387'0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0387'POWERS JUNCTION, MENOMINEE COUNTY, 40 FEET EAST OF A STATION
 QL0387'1 MILE SIGN, AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 QL0387'A STANDARD DISK, STAMPED A 57 1934 AND SET IN THE TOP OF A
 QL0387'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0002 ***********************************************************************
 RM0002  DESIGNATION -  A 58
 RM0002  PID         -  RM0002
 RM0002  STATE/COUNTY-  MI/GOGEBIC
 RM0002  COUNTRY     -  US
 RM0002  USGS QUAD   -  COPPER PEAK (2017)
 RM0002
 RM0002                         *CURRENT SURVEY CONTROL
 RM0002  ______________________________________________________________________
 RM0002* NAD 83(1986) POSITION- 46 30 41.17   (N) 090 03 09.69   (W)   HD_HELD1
 RM0002* NAVD 88 ORTHO HEIGHT -   357.886 (meters)     1174.16  (feet) ADJUSTED
 RM0002  ______________________________________________________________________
 RM0002  GEOID HEIGHT    -        -30.630 (meters)                     GEOID18
 RM0002  DYNAMIC HEIGHT  -        357.910 (meters)     1174.24  (feet) COMP
 RM0002  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RM0002
 RM0002  VERT ORDER      -  FIRST     CLASS II
 RM0002
 RM0002.The horizontal coordinates were determined by differentially corrected
 RM0002.hand held GPS observations or other comparable positioning techniques
 RM0002.and have an estimated accuracy of +/- 3 meters.
 RM0002
 RM0002.The orthometric height was determined by differential leveling and
 RM0002.adjusted by the NATIONAL GEODETIC SURVEY
 RM0002.in June 1991.
 RM0002
 RM0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0002.GEOID18 height accuracy estimate available here.
 RM0002
 RM0002.Click photographs - Photos may exist for this station.
 RM0002
 RM0002.The dynamic height is computed by dividing the NAVD 88
 RM0002.geopotential number by the normal gravity value computed on the
 RM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0002.degrees latitude (g = 980.6199 gals.).
 RM0002
 RM0002.The modeled gravity was interpolated from observed gravity values.
 RM0002
 RM0002;                    North         East    Units  Estimated Accuracy
 RM0002;SPC MI N     -   196,579.5   7,765,795.4     MT  (+/- 3 meters HH1 GPS) 
 RM0002
 RM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2609955095(NAD 83)
 RM0002
 RM0002                          SUPERSEDED SURVEY CONTROL
 RM0002
 RM0002  NGVD 29 (??/??/92)  357.909  (m)         1174.24   (f) ADJ UNCH    1 2
 RM0002
 RM0002.Superseded values are not recommended for survey control.
 RM0002
 RM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0002.See file dsdata.pdf to determine how the superseded data were derived.
 RM0002
 RM0002_MARKER: DB = BENCH MARK DISK
 RM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0002_STAMPING: A 58 1934
 RM0002_MARK LOGO: CGS
 RM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0002+STABILITY: SURFACE MOTION
 RM0002
 RM0002  HISTORY     - Date     Condition        Report By
 RM0002  HISTORY     - 1934     MONUMENTED       CGS
 RM0002
 RM0002                          STATION DESCRIPTION
 RM0002
 RM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0002'5.1 MI E FROM NORTH IRONWOOD.
 RM0002'5.1 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0002'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0002'AT MILEAGE 294.1, 2-1/2 RAILS WEST OF THE SPUR 294 SIGN, AT A
 RM0002'ROAD CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RM0002'32 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET
 RM0002'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 RM0002'58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0220 ***********************************************************************
 RL0220  DESIGNATION -  A 59
 RL0220  PID         -  RL0220
 RL0220  STATE/COUNTY-  MI/IRON
 RL0220  COUNTRY     -  US
 RL0220  USGS QUAD   -  TRIANGLE RANCH (2017)
 RL0220
 RL0220                         *CURRENT SURVEY CONTROL
 RL0220  ______________________________________________________________________
 RL0220* NAD 83(1986) POSITION- 46 19 00.69   (N) 088 28 06.32   (W)   HD_HELD1
 RL0220* NAVD 88 ORTHO HEIGHT -   483.901 (meters)     1587.60  (feet) ADJUSTED
 RL0220  ______________________________________________________________________
 RL0220  GEOID HEIGHT    -        -32.413 (meters)                     GEOID18
 RL0220  DYNAMIC HEIGHT  -        483.913 (meters)     1587.64  (feet) COMP
 RL0220  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 RL0220
 RL0220  VERT ORDER      -  SECOND    CLASS 0
 RL0220
 RL0220.The horizontal coordinates were determined by differentially corrected
 RL0220.hand held GPS observations or other comparable positioning techniques
 RL0220.and have an estimated accuracy of +/- 3 meters.
 RL0220
 RL0220.The orthometric height was determined by differential leveling and
 RL0220.adjusted by the NATIONAL GEODETIC SURVEY
 RL0220.in June 1991.
 RL0220
 RL0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0220.GEOID18 height accuracy estimate available here.
 RL0220
 RL0220.Click photographs - Photos may exist for this station.
 RL0220
 RL0220.The dynamic height is computed by dividing the NAVD 88
 RL0220.geopotential number by the normal gravity value computed on the
 RL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0220.degrees latitude (g = 980.6199 gals.).
 RL0220
 RL0220.The modeled gravity was interpolated from observed gravity values.
 RL0220
 RL0220;                    North         East    Units  Estimated Accuracy
 RL0220;SPC MI N     -   171,489.6   7,886,919.7     MT  (+/- 3 meters HH1 GPS) 
 RL0220
 RL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8694830301(NAD 83)
 RL0220
 RL0220                          SUPERSEDED SURVEY CONTROL
 RL0220
 RL0220  NGVD 29 (??/??/92)  483.889  (m)         1587.56   (f) ADJ UNCH    2 0
 RL0220
 RL0220.Superseded values are not recommended for survey control.
 RL0220
 RL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0220.See file dsdata.pdf to determine how the superseded data were derived.
 RL0220
 RL0220_MARKER: DB = BENCH MARK DISK
 RL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0220_STAMPING: A 59 1934
 RL0220_MARK LOGO: CGS
 RL0220_PROJECTION: PROJECTING 18 CENTIMETERS
 RL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0220+STABILITY: SURFACE MOTION
 RL0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0220+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 RL0220
 RL0220  HISTORY     - Date     Condition        Report By
 RL0220  HISTORY     - 1934     MONUMENTED       CGS
 RL0220  HISTORY     - 20090604 GOOD             MIDT
 RL0220
 RL0220                          STATION DESCRIPTION
 RL0220
 RL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0220'6.2 MI N FROM AMASA.
 RL0220'6.2 MILES NORTH ALONG U.S. HIGHWAY 141 FROM AMASA, IRON COUNTY,
 RL0220'1.9 MILES SOUTH OF BENCH MARK Z 66 DESCRIBED ABOVE, ABOUT 50
 RL0220'YARDS NORTH OF THE ANGLE OF A TURN, 28 FEET EAST OF THE
 RL0220'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE.  A
 RL0220'STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE
 RL0220'POST.
 RL0220
 RL0220                          STATION RECOVERY (2009)
 RL0220
 RL0220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0220'TO REACH FROM THE INTERSECTION OF IRON AND BARAGA COUNTY LINE ON US
 RL0220'141 GO SOUTH ALONG US 141 7.4 MI (11.9 KM) TO THE STATION ON THE LEFT.
 RL0220'THE STATION IS 32 M (105.0 FT) EAST OF THE CENTERLINE OF US 141, 69 M
 RL0220'(226.4 FT) SOUTH OF A METAL GATE, 80 M (262.5 FT) SOUTH OF THE
 RL0220'CENTERLINE OF A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0003 ***********************************************************************
 QM0003  DESIGNATION -  A 60
 QM0003  PID         -  QM0003
 QM0003  STATE/COUNTY-  MI/DICKINSON
 QM0003  COUNTRY     -  US
 QM0003  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0003
 QM0003                         *CURRENT SURVEY CONTROL
 QM0003  ______________________________________________________________________
 QM0003* NAD 83(2011) POSITION- 45 46 51.32081(N) 088 03 26.85450(W)   ADJUSTED
 QM0003* NAD 83(2011) ELLIP HT-   298.754 (meters)        (06/27/12)   ADJUSTED
 QM0003* NAD 83(2011) EPOCH   -  2010.00
 QM0003* NAVD 88 ORTHO HEIGHT -   333.190 (meters)     1093.14  (feet) ADJUSTED
 QM0003  ______________________________________________________________________
 QM0003  GEOID HEIGHT    -        -34.462 (meters)                     GEOID18
 QM0003  NAD 83(2011) X  -    151,046.477 (meters)                     COMP
 QM0003  NAD 83(2011) Y  - -4,453,451.445 (meters)                     COMP
 QM0003  NAD 83(2011) Z  -  4,548,513.072 (meters)                     COMP
 QM0003  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 QM0003  DYNAMIC HEIGHT  -        333.180 (meters)     1093.11  (feet) COMP
 QM0003  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 QM0003
 QM0003  VERT ORDER      -  SECOND    CLASS I
 QM0003
 QM0003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0003  Standards:
 QM0003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0003  -------------------------------------------------------------------
 QM0003  NETWORK    0.57   1.43           0.25   0.21   0.73      0.09851674
 QM0003  -------------------------------------------------------------------
 QM0003  Click here for local accuracies and other accuracy information.
 QM0003
 QM0003.The horizontal coordinates were established by GPS observations
 QM0003.and adjusted by the National Geodetic Survey in June 2012.
 QM0003
 QM0003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0003.been affixed to the stable North American tectonic plate. See 
 QM0003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0003
 QM0003.The horizontal coordinates are valid at the epoch date displayed above
 QM0003.which is a decimal equivalence of Year/Month/Day.
 QM0003
 QM0003.The orthometric height was determined by differential leveling and
 QM0003.adjusted by the NATIONAL GEODETIC SURVEY
 QM0003.in February 2017.
 QM0003
 QM0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0003.GEOID18 height accuracy estimate available here.
 QM0003
 QM0003.Click photographs - Photos may exist for this station.
 QM0003
 QM0003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0003
 QM0003.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0003
 QM0003.The ellipsoidal height was determined by GPS observations
 QM0003.and is referenced to NAD 83.
 QM0003
 QM0003.The dynamic height is computed by dividing the NAVD 88
 QM0003.geopotential number by the normal gravity value computed on the
 QM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0003.degrees latitude (g = 980.6199 gals.).
 QM0003
 QM0003.The modeled gravity was interpolated from observed gravity values.
 QM0003
 QM0003. The following values were computed from the NAD 83(2011) position.
 QM0003
 QM0003;                    North         East     Units Scale Factor Converg.
 QM0003;SPC MI N     -   111,425.264 7,917,770.272   MT  0.99994134   -0 45 51.6
 QM0003;SPC MI N     -   365,568.45 25,976,936.59   iFT  0.99994134   -0 45 51.6
 QM0003;UTM  16      - 5,070,250.634   417,796.024   MT  0.99968308   -0 45 28.4
 QM0003
 QM0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0003!SPC MI N     -   0.99995317  x   0.99994134  =   0.99989451
 QM0003!UTM  16      -   0.99995317  x   0.99968308  =   0.99963626
 QM0003
 QM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1779670250(NAD 83)
 QM0003
 QM0003                          SUPERSEDED SURVEY CONTROL
 QM0003
 QM0003  NAD 83(2007)-  45 46 51.32092(N)    088 03 26.85483(W) AD(2002.00) A
 QM0003  ELLIP H (02/24/11)  298.768  (m)                       GP(2002.00) 3 2
 QM0003  NAVD 88             333.17   (m)         1093.1    (f) LEVELING    3  
 QM0003  NAVD 88 (06/15/91)  333.174  (m)         1093.09   (f) SUPERSEDED  2 0
 QM0003  NGVD 29 (??/??/92)  333.172  (m)         1093.08   (f) ADJ UNCH    2 0
 QM0003
 QM0003.Superseded values are not recommended for survey control.
 QM0003
 QM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0003.See file dsdata.pdf to determine how the superseded data were derived.
 QM0003
 QM0003_MARKER: DB = BENCH MARK DISK
 QM0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0003_SP_SET: BRIDGE
 QM0003_STAMPING: A 60 1934
 QM0003_MARK LOGO: CGS
 QM0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0003+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2014
 QM0003
 QM0003  HISTORY     - Date     Condition        Report By
 QM0003  HISTORY     - 1934     MONUMENTED       CGS
 QM0003  HISTORY     - 20090601 GOOD             MIDT
 QM0003  HISTORY     - 20090918 GOOD             GEOCAC
 QM0003  HISTORY     - 20141002 GOOD             WIDT
 QM0003
 QM0003                          STATION DESCRIPTION
 QM0003
 QM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0003'2.5 MI S FROM IRON MOUNTAIN.
 QM0003'2.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0003'PACIFIC RAILROAD, FROM THE STATION AT IRON MOUNTAIN, AT THE
 QM0003'BRIDGE OVER MEMOMINEE RIVER, IN THE NORTH CONCRETE RETAINING
 QM0003'WALL, 1 FOOT NORTH OF THE SOUTHEAST CORNER, AND 9 FEET EAST
 QM0003'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 QM0003'60 1934.
 QM0003
 QM0003                          STATION RECOVERY (2009)
 QM0003
 QM0003'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QM0003'RECOVERED AS DESCRIBED.
 QM0003
 QM0003                          STATION RECOVERY (2009)
 QM0003
 QM0003'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 QM0003'THE CONCRETE IS CRACKING IN THE VICINITY OF THE DISK, BUT THE MARK
 QM0003'APPEARS STABLE.
 QM0003'
 QM0003'TO REACH FROM THE INTERSECTION OF CARPENTER AVE. AND BREITUNG AVE. IN
 QM0003'KINGSFORD, TRAVEL SOUTH ON CARPENTER AVE. 3 BLOCKS (.25 MILES) TO
 QM0003'BREEN AVE. TURN LEFT ON BREEN AVE. 1 BLOCK TO SKIDMORE DRIVE.
 QM0003'
 QM0003'TURN SOUTH AND DRIVE APPROXIMATELY 0.3 MILES TO THE INTERSECTION OF
 QM0003'BARTON STREET ON THE RIGHT, THEN CONTINUE SOUTH AND SOUTHEAST ON
 QM0003'GRAVEL ROAD (SKIDMORE DRIVE) ABOUT 0.3 MILES TO A SMALL PARKING AREA.
 QM0003'PACK SOUTHEAST ALONG THE FOOTPATH TO THE TRAIN TRESTLE AND THE
 QM0003'STATION.
 QM0003
 QM0003                          STATION RECOVERY (2014)
 QM0003
 QM0003'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0245 ***********************************************************************
 RK0245  DESIGNATION -  A 61
 RK0245  PID         -  RK0245
 RK0245  STATE/COUNTY-  MI/MARQUETTE
 RK0245  COUNTRY     -  US
 RK0245  USGS QUAD   -  REPUBLIC (2017)
 RK0245
 RK0245                         *CURRENT SURVEY CONTROL
 RK0245  ______________________________________________________________________
 RK0245* NAD 83(1986) POSITION- 46 24 19.     (N) 087 57 49.     (W)   SCALED
 RK0245* NAVD 88 ORTHO HEIGHT -   465.833 (meters)     1528.32  (feet) ADJUSTED
 RK0245  ______________________________________________________________________
 RK0245  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 RK0245  DYNAMIC HEIGHT  -        465.844 (meters)     1528.36  (feet) COMP
 RK0245  MODELED GRAVITY -    980,624.5   (mgal)                       NAVD 88
 RK0245
 RK0245  VERT ORDER      -  SECOND    CLASS 0
 RK0245
 RK0245.The horizontal coordinates were scaled from a map and have
 RK0245.an estimated accuracy of +/- 6 seconds.
 RK0245
 RK0245.The orthometric height was determined by differential leveling and
 RK0245.adjusted by the NATIONAL GEODETIC SURVEY
 RK0245.in June 1991.
 RK0245
 RK0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0245.GEOID18 height accuracy estimate available here.
 RK0245
 RK0245.Click photographs - Photos may exist for this station.
 RK0245
 RK0245.The dynamic height is computed by dividing the NAVD 88
 RK0245.geopotential number by the normal gravity value computed on the
 RK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0245.degrees latitude (g = 980.6199 gals.).
 RK0245
 RK0245.The modeled gravity was interpolated from observed gravity values.
 RK0245
 RK0245;                    North         East    Units  Estimated Accuracy
 RK0245;SPC MI N     -   180,720.    7,925,910.      MT  (+/- 180 meters Scaled)
 RK0245
 RK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS259395(NAD 83)
 RK0245
 RK0245                          SUPERSEDED SURVEY CONTROL
 RK0245
 RK0245  NGVD 29 (??/??/92)  465.772  (m)         1528.12   (f) ADJ UNCH    2 0
 RK0245
 RK0245.Superseded values are not recommended for survey control.
 RK0245
 RK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0245.See file dsdata.pdf to determine how the superseded data were derived.
 RK0245
 RK0245_MARKER: DB = BENCH MARK DISK
 RK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0245_STAMPING: A 61 1934
 RK0245_MARK LOGO: CGS
 RK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0245+STABILITY: SURFACE MOTION
 RK0245
 RK0245  HISTORY     - Date     Condition        Report By
 RK0245  HISTORY     - 1934     MONUMENTED       CGS
 RK0245  HISTORY     - 1951     MARK NOT FOUND   CGS
 RK0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0245
 RK0245                          STATION DESCRIPTION
 RK0245
 RK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RK0245'1 MI N FROM REPUBLIC.
 RK0245'1 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0245'RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY, 4 FEET
 RK0245'NORTH OF MILEPOST 338, 195 FEET NORTH OF A ROAD CROSSING, AND
 RK0245'27 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0245'DISK, STAMPED A 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0245
 RK0245                          STATION RECOVERY (1985)
 RK0245
 RK0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0244 ***********************************************************************
 RL0244  DESIGNATION -  A 62
 RL0244  PID         -  RL0244
 RL0244  STATE/COUNTY-  MI/DICKINSON
 RL0244  COUNTRY     -  US
 RL0244  USGS QUAD   -  SAGOLA (2017)
 RL0244
 RL0244                         *CURRENT SURVEY CONTROL
 RL0244  ______________________________________________________________________
 RL0244* NAD 83(1986) POSITION- 46 05 14.     (N) 088 01 04.     (W)   SCALED
 RL0244* NAVD 88 ORTHO HEIGHT -   420.726 (meters)     1380.33  (feet) ADJUSTED
 RL0244  ______________________________________________________________________
 RL0244  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 RL0244  DYNAMIC HEIGHT  -        420.723 (meters)     1380.32  (feet) COMP
 RL0244  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 RL0244
 RL0244  VERT ORDER      -  SECOND    CLASS 0
 RL0244
 RL0244.The horizontal coordinates were scaled from a map and have
 RL0244.an estimated accuracy of +/- 6 seconds.
 RL0244
 RL0244.The orthometric height was determined by differential leveling and
 RL0244.adjusted by the NATIONAL GEODETIC SURVEY
 RL0244.in June 1991.
 RL0244
 RL0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0244.GEOID18 height accuracy estimate available here.
 RL0244
 RL0244.Click photographs - Photos may exist for this station.
 RL0244
 RL0244.The dynamic height is computed by dividing the NAVD 88
 RL0244.geopotential number by the normal gravity value computed on the
 RL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0244.degrees latitude (g = 980.6199 gals.).
 RL0244
 RL0244.The modeled gravity was interpolated from observed gravity values.
 RL0244
 RL0244;                    North         East    Units  Estimated Accuracy
 RL0244;SPC MI N     -   145,430.    7,921,290.      MT  (+/- 180 meters Scaled)
 RL0244
 RL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS213042(NAD 83)
 RL0244
 RL0244                          SUPERSEDED SURVEY CONTROL
 RL0244
 RL0244  NGVD 29 (??/??/92)  420.709  (m)         1380.28   (f) ADJ UNCH    2 0
 RL0244
 RL0244.Superseded values are not recommended for survey control.
 RL0244
 RL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0244.See file dsdata.pdf to determine how the superseded data were derived.
 RL0244
 RL0244_MARKER: DB = BENCH MARK DISK
 RL0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0244_STAMPING: A 62 1934
 RL0244_MARK LOGO: CGS
 RL0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0244+STABILITY: SURFACE MOTION
 RL0244
 RL0244  HISTORY     - Date     Condition        Report By
 RL0244  HISTORY     - 1934     MONUMENTED       CGS
 RL0244
 RL0244                          STATION DESCRIPTION
 RL0244
 RL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0244'2.8 MI E FROM SAGOLA.
 RL0244'2.8 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM SAGOLA,
 RL0244'DICKINSON COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RL0244'3 FEET WEST OF THE WEST LINE OF A LOG HOUSE, AND 1 FOOT NORTH
 RL0244'OF A FENCE.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE
 RL0244'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0279 ***********************************************************************
 RL0279  DESIGNATION -  A 63
 RL0279  PID         -  RL0279
 RL0279  STATE/COUNTY-  MI/IRON
 RL0279  COUNTRY     -  US
 RL0279  USGS QUAD   -  BEECHWOOD (2017)
 RL0279
 RL0279                         *CURRENT SURVEY CONTROL
 RL0279  ______________________________________________________________________
 RL0279* NAD 83(1986) POSITION- 46 10 54.     (N) 088 46 55.     (W)   SCALED
 RL0279* NAVD 88 ORTHO HEIGHT -   477.707 (meters)     1567.28  (feet) ADJUSTED
 RL0279  ______________________________________________________________________
 RL0279  GEOID HEIGHT    -        -31.834 (meters)                     GEOID18
 RL0279  DYNAMIC HEIGHT  -        477.717 (meters)     1567.31  (feet) COMP
 RL0279  MODELED GRAVITY -    980,620.5   (mgal)                       NAVD 88
 RL0279
 RL0279  VERT ORDER      -  SECOND    CLASS 0
 RL0279
 RL0279.The horizontal coordinates were scaled from a map and have
 RL0279.an estimated accuracy of +/- 6 seconds.
 RL0279
 RL0279.The orthometric height was determined by differential leveling and
 RL0279.adjusted by the NATIONAL GEODETIC SURVEY
 RL0279.in June 1991.
 RL0279
 RL0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0279.GEOID18 height accuracy estimate available here.
 RL0279
 RL0279.Click photographs - Photos may exist for this station.
 RL0279
 RL0279.The dynamic height is computed by dividing the NAVD 88
 RL0279.geopotential number by the normal gravity value computed on the
 RL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0279.degrees latitude (g = 980.6199 gals.).
 RL0279
 RL0279.The modeled gravity was interpolated from observed gravity values.
 RL0279
 RL0279;                    North         East    Units  Estimated Accuracy
 RL0279;SPC MI N     -   156,960.    7,862,440.      MT  (+/- 180 meters Scaled)
 RL0279
 RL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS624157(NAD 83)
 RL0279
 RL0279                          SUPERSEDED SURVEY CONTROL
 RL0279
 RL0279  NGVD 29 (??/??/92)  477.720  (m)         1567.32   (f) ADJ UNCH    2 0
 RL0279
 RL0279.Superseded values are not recommended for survey control.
 RL0279
 RL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0279.See file dsdata.pdf to determine how the superseded data were derived.
 RL0279
 RL0279_MARKER: DB = BENCH MARK DISK
 RL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0279_STAMPING: A 63 1934
 RL0279_MARK LOGO: CGS
 RL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0279+STABILITY: SURFACE MOTION
 RL0279
 RL0279  HISTORY     - Date     Condition        Report By
 RL0279  HISTORY     - 1934     MONUMENTED       CGS
 RL0279  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0279  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0279  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0279
 RL0279                          STATION DESCRIPTION
 RL0279
 RL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0279'1.9 MI NW FROM BEECHWOOD.
 RL0279'1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0279'FROM BEECHWOOD, IRON COUNTY, 32 RAILS EAST OF MILEPOST POWERS
 RL0279'78, 25 FEET EAST OF A COUNTY ROAD CROSSING, OPPOSITE THE ENTRANCE
 RL0279'TO THE BLANCHARD FARM, 30 FEET NORTH OF THE CENTERLINE OF THE
 RL0279'TRACK, AND 25 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 RL0279'STAMPED A 63 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0279'4 INCHES ABOVE GROUND.
 RL0279
 RL0279                          STATION RECOVERY (1978)
 RL0279
 RL0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0279'MARK NOT FOUND.
 RL0279
 RL0279                          STATION RECOVERY (1997)
 RL0279
 RL0279'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0279'MARK NOT FOUND.
 RL0279
 RL0279                          STATION RECOVERY (2002)
 RL0279
 RL0279'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0211 ***********************************************************************
 RK0211  DESIGNATION -  A 64
 RK0211  PID         -  RK0211
 RK0211  STATE/COUNTY-  MI/MARQUETTE
 RK0211  COUNTRY     -  US
 RK0211  USGS QUAD   -  NORTHLAND (2017)
 RK0211
 RK0211                         *CURRENT SURVEY CONTROL
 RK0211  ______________________________________________________________________
 RK0211* NAD 83(1986) POSITION- 46 03 15.     (N) 087 30 27.     (W)   SCALED
 RK0211* NAVD 88 ORTHO HEIGHT -   318.030 (meters)     1043.40  (feet) ADJUSTED
 RK0211  ______________________________________________________________________
 RK0211  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 RK0211  DYNAMIC HEIGHT  -        318.035 (meters)     1043.42  (feet) COMP
 RK0211  MODELED GRAVITY -    980,622.6   (mgal)                       NAVD 88
 RK0211
 RK0211  VERT ORDER      -  SECOND    CLASS 0
 RK0211
 RK0211.The horizontal coordinates were scaled from a map and have
 RK0211.an estimated accuracy of +/- 6 seconds.
 RK0211
 RK0211.The orthometric height was determined by differential leveling and
 RK0211.adjusted by the NATIONAL GEODETIC SURVEY
 RK0211.in June 1991.
 RK0211
 RK0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0211.GEOID18 height accuracy estimate available here.
 RK0211
 RK0211.Click photographs - Photos may exist for this station.
 RK0211
 RK0211.The dynamic height is computed by dividing the NAVD 88
 RK0211.geopotential number by the normal gravity value computed on the
 RK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0211.degrees latitude (g = 980.6199 gals.).
 RK0211
 RK0211.The modeled gravity was interpolated from observed gravity values.
 RK0211
 RK0211;                    North         East    Units  Estimated Accuracy
 RK0211;SPC MI N     -   141,370.    7,960,730.      MT  (+/- 180 meters Scaled)
 RK0211
 RK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS607001(NAD 83)
 RK0211
 RK0211                          SUPERSEDED SURVEY CONTROL
 RK0211
 RK0211  NGVD 29 (??/??/92)  318.053  (m)         1043.48   (f) ADJ UNCH    2 0
 RK0211
 RK0211.Superseded values are not recommended for survey control.
 RK0211
 RK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0211.See file dsdata.pdf to determine how the superseded data were derived.
 RK0211
 RK0211_MARKER: DB = BENCH MARK DISK
 RK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0211_STAMPING: A 64 1934
 RK0211_MARK LOGO: CGS
 RK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0211+STABILITY: SURFACE MOTION
 RK0211
 RK0211  HISTORY     - Date     Condition        Report By
 RK0211  HISTORY     - 1934     MONUMENTED       CGS
 RK0211
 RK0211                          STATION DESCRIPTION
 RK0211
 RK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0211'1.8 MI W FROM MASHEK.
 RK0211'1.8 MILES WEST ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD
 RK0211'FROM THE STATION AT MASHEK, MARQUETTE COUNTY, 27 FEET EAST OF A
 RK0211'SIGNPOST MARKED SPUR 31, 17 FEET SOUTH OF THE CENTERLINE OF THE
 RK0211'MAIN TRACK, AND 21 FEET EAST OF A TELEPHONE POLE.  A STANDARD
 RK0211'DISK, STAMPED A 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0054 ***********************************************************************
 SG0054  DESIGNATION -  A 65
 SG0054  PID         -  SG0054
 SG0054  STATE/COUNTY-  MI/HOUGHTON
 SG0054  COUNTRY     -  US
 SG0054  USGS QUAD   -  HANCOCK (2017)
 SG0054
 SG0054                         *CURRENT SURVEY CONTROL
 SG0054  ______________________________________________________________________
 SG0054* NAD 83(1986) POSITION- 47 07 31.     (N) 088 34 32.     (W)   SCALED
 SG0054* NAVD 88 ORTHO HEIGHT -   185.636 (meters)      609.04  (feet) ADJUSTED
 SG0054  ______________________________________________________________________
 SG0054  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 SG0054  DYNAMIC HEIGHT  -        185.664 (meters)      609.13  (feet) COMP
 SG0054  MODELED GRAVITY -    980,761.1   (mgal)                       NAVD 88
 SG0054
 SG0054  VERT ORDER      -  FIRST     CLASS II
 SG0054
 SG0054.The horizontal coordinates were scaled from a map and have
 SG0054.an estimated accuracy of +/- 6 seconds.
 SG0054
 SG0054.The orthometric height was determined by differential leveling and
 SG0054.adjusted by the NATIONAL GEODETIC SURVEY
 SG0054.in June 1991.
 SG0054
 SG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0054.GEOID18 height accuracy estimate available here.
 SG0054
 SG0054.Click photographs - Photos may exist for this station.
 SG0054
 SG0054.The dynamic height is computed by dividing the NAVD 88
 SG0054.geopotential number by the normal gravity value computed on the
 SG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0054.degrees latitude (g = 980.6199 gals.).
 SG0054
 SG0054.The modeled gravity was interpolated from observed gravity values.
 SG0054
 SG0054;                    North         East    Units  Estimated Accuracy
 SG0054;SPC MI N     -   261,490.    7,880,460.      MT  (+/- 180 meters Scaled)
 SG0054
 SG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT804202(NAD 83)
 SG0054
 SG0054                          SUPERSEDED SURVEY CONTROL
 SG0054
 SG0054  NGVD 29 (??/??/92)  185.646  (m)          609.07   (f) ADJ UNCH    1 2
 SG0054
 SG0054.Superseded values are not recommended for survey control.
 SG0054
 SG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0054.See file dsdata.pdf to determine how the superseded data were derived.
 SG0054
 SG0054_MARKER: DB = BENCH MARK DISK
 SG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0054_STAMPING: A 65 1934
 SG0054_MARK LOGO: CGS
 SG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0054+STABILITY: SURFACE MOTION
 SG0054
 SG0054  HISTORY     - Date     Condition        Report By
 SG0054  HISTORY     - 1934     MONUMENTED       CGS
 SG0054  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0054
 SG0054                          STATION DESCRIPTION
 SG0054
 SG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0054'AT HANCOCK.
 SG0054'AT HANCOCK, HOUGHTON COUNTY, 0.9 MILE EAST OF THE MINERAL RANGE
 SG0054'RAILROAD PASSENGER STATION, ABOUT 20 RAILS WEST OF U.S. HIGHWAY 41
 SG0054'AND THE RAILROAD BRIDGE OVER PORTAGE RIVER, AND 12 FEET NORTH OF
 SG0054'THE MAIN TRACK.  A STANDARD DISK, STAMPED A 65 1934 AND SET IN THE
 SG0054'TOP OF A CONCRETE POST.
 SG0054
 SG0054                          STATION RECOVERY (1996)
 SG0054
 SG0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0034 ***********************************************************************
 SG0034  DESIGNATION -  A 66
 SG0034  PID         -  SG0034
 SG0034  STATE/COUNTY-  MI/KEWEENAW
 SG0034  COUNTRY     -  US
 SG0034  USGS QUAD   -  EAGLE HARBOR (2017)
 SG0034
 SG0034                         *CURRENT SURVEY CONTROL
 SG0034  ______________________________________________________________________
 SG0034* NAD 83(1986) POSITION- 47 24 51.54   (N) 088 09 38.24   (W)   HD_HELD1
 SG0034* NAVD 88 ORTHO HEIGHT -   339.097 (meters)     1112.52  (feet) ADJUSTED
 SG0034  ______________________________________________________________________
 SG0034  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 SG0034  DYNAMIC HEIGHT  -        339.152 (meters)     1112.70  (feet) COMP
 SG0034  MODELED GRAVITY -    980,763.7   (mgal)                       NAVD 88
 SG0034
 SG0034  VERT ORDER      -  FIRST     CLASS II
 SG0034
 SG0034.The horizontal coordinates were determined by differentially corrected
 SG0034.hand held GPS observations or other comparable positioning techniques
 SG0034.and have an estimated accuracy of +/- 3 meters.
 SG0034
 SG0034.The orthometric height was determined by differential leveling and
 SG0034.adjusted by the NATIONAL GEODETIC SURVEY
 SG0034.in June 1991.
 SG0034
 SG0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0034.GEOID18 height accuracy estimate available here.
 SG0034
 SG0034.Click photographs - Photos may exist for this station.
 SG0034
 SG0034.The dynamic height is computed by dividing the NAVD 88
 SG0034.geopotential number by the normal gravity value computed on the
 SG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0034.degrees latitude (g = 980.6199 gals.).
 SG0034
 SG0034.The modeled gravity was interpolated from observed gravity values.
 SG0034
 SG0034;                    North         East    Units  Estimated Accuracy
 SG0034;SPC MI N     -   293,082.2   7,912,407.0     MT  (+/- 3 meters HH1 GPS) 
 SG0034
 SG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1244751860(NAD 83)
 SG0034
 SG0034                          SUPERSEDED SURVEY CONTROL
 SG0034
 SG0034  NGVD 29 (??/??/92)  339.094  (m)         1112.51   (f) ADJ UNCH    1 2
 SG0034
 SG0034.Superseded values are not recommended for survey control.
 SG0034
 SG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0034.See file dsdata.pdf to determine how the superseded data were derived.
 SG0034
 SG0034_MARKER: DB = BENCH MARK DISK
 SG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0034_STAMPING: A 66 1934
 SG0034_MARK LOGO: CGS
 SG0034_PROJECTION: PROJECTING 10 CENTIMETERS
 SG0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0034+STABILITY: SURFACE MOTION
 SG0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0034+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 SG0034
 SG0034  HISTORY     - Date     Condition        Report By
 SG0034  HISTORY     - 1934     MONUMENTED       CGS
 SG0034  HISTORY     - 1982     GOOD             LOCSUR
 SG0034  HISTORY     - 19941227 GOOD             MIDT
 SG0034  HISTORY     - 19960717 GOOD             NGS
 SG0034  HISTORY     - 20000608 MARK NOT FOUND   USPSQD
 SG0034  HISTORY     - 20010908 MARK NOT FOUND   USPSQD
 SG0034  HISTORY     - 20010912 GOOD             USPSQD
 SG0034  HISTORY     - 20080722 GOOD             GEOCAC
 SG0034  HISTORY     - 20180606 GOOD             MIDT
 SG0034
 SG0034                          STATION DESCRIPTION
 SG0034
 SG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0034'13 MI N FROM MOHAWK.
 SG0034'ABOUT 13 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0034'COUNTY, ABOUT 1.9 MILES EAST OF CENTERAL, 350 FEET WEST OF A
 SG0034'CONCRETE PIPE HIGHWAY CULVERT AT THE POINT OF A CURVE, 75 FEET
 SG0034'NORTHEAST OF AND ACROSS THE HIGHWAY FROM A GNARLED APPLE TREE
 SG0034'WITH FIVE FORKS, 25 FEET WEST OF AN 18-INCH PINE TREE, AND 35
 SG0034'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SG0034'STAMPED A 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0034
 SG0034                          STATION RECOVERY (1982)
 SG0034
 SG0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SG0034'CHANGE DESC: TO 427' WEST OF CONCRETE CULVERT AT STATION 355 95, 230'
 SG0034'NORTHEAST ALONG U.S. HIGHWAY 41 FROM LOGGING ROAD TO NORTH, AND 40'
 SG0034'SOUTH OF THE CENTERLINE OF US HIGHWAY 41. THE GNARLED APPLE TREE AND
 SG0034'18 INCH PINE REFERENCES HAVE DIED OR BEEN CUT DOWN. THE MILAGE
 SG0034'LOCATION WAS SATISFACTORY.
 SG0034
 SG0034                          STATION RECOVERY (1994)
 SG0034
 SG0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0034'ABOUT 19.0 MI (30.6 KM) NORTHEAST OF CALUMET, ALONG U.S. HIGHWAY 41,
 SG0034'ON RIGHT-OF-WAY PROPERTY.  IT IS IN SECTION 19, T-58-N, R-30-W.  TO
 SG0034'REACH FROM THE JUNCTION OF US HIGHWAY 41 AND STATE HIGHWAY M-26 IN
 SG0034'PHOENIX, FOLLOW HIGHWAY 41 NORTH FOR 5.9 MI (9.5 KM) TO THE MARK ON
 SG0034'THE RIGHT.  STATION IS 427.0 FT (130.1 M) SOUTHWEST OF A CONCRETE
 SG0034'CULVERT AT HIGHWAY PLAN STATION 355 + 95, ABOUT 230 FT (70.1 M)
 SG0034'NORTHEAST ALONG US HIGHWAY 41 FROM A WOODS ROAD NORTH, 40.0 FT (12.2
 SG0034'M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 41, ABOUT 5.0 FT (1.5 M)
 SG0034'SOUTHEAST OF THE WOODS LINE, AND 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS
 SG0034'POST, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
 SG0034
 SG0034                          STATION RECOVERY (1996)
 SG0034
 SG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0034'9.5 KM (5.90 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 SG0034'STATE HIGHWAY 26 IN PHOENIX, 12.3 M (40.4 FT) SOUTHEAST OF THE HIGHWAY
 SG0034'CENTERLINE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 SG0034'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 SG0034'FT) ABOVE THE GROUND SURFACE.
 SG0034
 SG0034                          STATION RECOVERY (2000)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0034'HIGHWAY HAS BEEN REBUILT AND MARK GRADED OUT.
 SG0034
 SG0034                          STATION RECOVERY (2001)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0034'HIGHWAY REBUILT MARK MAY HAVE BEEN REMOVED.
 SG0034
 SG0034                          STATION RECOVERY (2001)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0034'RECOVERED IN GOOD CONDITION.
 SG0034
 SG0034                          STATION RECOVERY (2008)
 SG0034
 SG0034'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 SG0034'RECOVERED IN GOOD CONDITION.
 SG0034
 SG0034                          STATION RECOVERY (2018)
 SG0034
 SG0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BLJ)
 SG0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0937 ***********************************************************************
 RL0937  DESIGNATION -  A 67
 RL0937  PID         -  RL0937
 RL0937  STATE/COUNTY-  MI/GOGEBIC
 RL0937  COUNTRY     -  US
 RL0937  USGS QUAD   -  LAND O' LAKES (2018)
 RL0937
 RL0937                         *CURRENT SURVEY CONTROL
 RL0937  ______________________________________________________________________
 RL0937* NAD 83(1986) POSITION- 46 13 50.23   (N) 089 11 37.54   (W)   HD_HELD1
 RL0937* NAVD 88 ORTHO HEIGHT -   503.959 (meters)     1653.41  (feet) ADJUSTED
 RL0937  ______________________________________________________________________
 RL0937  GEOID HEIGHT    -        -31.333 (meters)                     GEOID18
 RL0937  DYNAMIC HEIGHT  -        503.966 (meters)     1653.43  (feet) COMP
 RL0937  MODELED GRAVITY -    980,612.7   (mgal)                       NAVD 88
 RL0937
 RL0937  VERT ORDER      -  SECOND    CLASS 0
 RL0937
 RL0937.The horizontal coordinates were determined by differentially corrected
 RL0937.hand held GPS observations or other comparable positioning techniques
 RL0937.and have an estimated accuracy of +/- 3 meters.
 RL0937
 RL0937.The orthometric height was determined by differential leveling and
 RL0937.adjusted by the NATIONAL GEODETIC SURVEY
 RL0937.in June 1991.
 RL0937
 RL0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0937.GEOID18 height accuracy estimate available here.
 RL0937
 RL0937.Click photographs - Photos may exist for this station.
 RL0937
 RL0937.The dynamic height is computed by dividing the NAVD 88
 RL0937.geopotential number by the normal gravity value computed on the
 RL0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0937.degrees latitude (g = 980.6199 gals.).
 RL0937
 RL0937.The modeled gravity was interpolated from observed gravity values.
 RL0937
 RL0937;                    North         East    Units  Estimated Accuracy
 RL0937;SPC MI N     -   163,198.4   7,830,809.4     MT  (+/- 3 meters HH1 GPS) 
 RL0937
 RL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3084022010(NAD 83)
 RL0937
 RL0937                          SUPERSEDED SURVEY CONTROL
 RL0937
 RL0937  NGVD 29 (??/??/92)  503.979  (m)         1653.47   (f) ADJ UNCH    2 0
 RL0937
 RL0937.Superseded values are not recommended for survey control.
 RL0937
 RL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0937.See file dsdata.pdf to determine how the superseded data were derived.
 RL0937
 RL0937_MARKER: DB = BENCH MARK DISK
 RL0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0937_STAMPING: A 67 1934
 RL0937_MARK LOGO: CGS
 RL0937_PROJECTION: FLUSH
 RL0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0937+STABILITY: SURFACE MOTION
 RL0937
 RL0937  HISTORY     - Date     Condition        Report By
 RL0937  HISTORY     - 1934     MONUMENTED       CGS
 RL0937  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0937  HISTORY     - 20001115 MARK NOT FOUND   MIDT
 RL0937
 RL0937                          STATION DESCRIPTION
 RL0937
 RL0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0937'3 MI S FROM WATERSMEET.
 RL0937'3.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0937'FROM THE STATION AT WATERSMEET, GOGEBIC COUNTY, AT THE CROSSING
 RL0937'OF U.S. HIGHWAY 45, 25 FEET NORTH OF THE CENTERLINE OF THE
 RL0937'HIGHWAY, 12 FEET EAST OF THE CENTERLINE OF THE TRACK, AND NEAR
 RL0937'A CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED A 67 1934
 RL0937'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL0937
 RL0937                          STATION RECOVERY (1978)
 RL0937
 RL0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0937'MARK NOT FOUND.
 RL0937
 RL0937                          STATION RECOVERY (2000)
 RL0937
 RL0937'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0937'THE RR HAS BEEN DISMANTLED AND IS NOW AN ORV TRAIL. THE ROAD IS NOW
 RL0937'OLD US HWY 45.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0170 ***********************************************************************
 QK0170  DESIGNATION -  A 76
 QK0170  PID         -  QK0170
 QK0170  STATE/COUNTY-  MI/CHEBOYGAN
 QK0170  COUNTRY     -  US
 QK0170  USGS QUAD   -  SAINT IGNACE (2017)
 QK0170
 QK0170                         *CURRENT SURVEY CONTROL
 QK0170  ______________________________________________________________________
 QK0170* NAD 83(1986) POSITION- 45 46 48.     (N) 084 43 39.     (W)   SCALED
 QK0170* NAVD 88 ORTHO HEIGHT -   180.117 (meters)      590.93  (feet) ADJUSTED
 QK0170  ______________________________________________________________________
 QK0170  GEOID HEIGHT    -        -35.408 (meters)                     GEOID18
 QK0170  DYNAMIC HEIGHT  -        180.121 (meters)      590.95  (feet) COMP
 QK0170  MODELED GRAVITY -    980,636.1   (mgal)                       NAVD 88
 QK0170
 QK0170  VERT ORDER      -  FIRST     CLASS II
 QK0170
 QK0170.The horizontal coordinates were scaled from a map and have
 QK0170.an estimated accuracy of +/- 6 seconds.
 QK0170
 QK0170.The orthometric height was determined by differential leveling and
 QK0170.adjusted by the NATIONAL GEODETIC SURVEY
 QK0170.in June 1991.
 QK0170
 QK0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0170.GEOID18 height accuracy estimate available here.
 QK0170
 QK0170.Click photographs - Photos may exist for this station.
 QK0170
 QK0170.The dynamic height is computed by dividing the NAVD 88
 QK0170.geopotential number by the normal gravity value computed on the
 QK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0170.degrees latitude (g = 980.6199 gals.).
 QK0170
 QK0170.The modeled gravity was interpolated from observed gravity values.
 QK0170
 QK0170;                    North         East    Units  Estimated Accuracy
 QK0170;SPC MI C     -   273,800.    5,971,940.      MT  (+/- 180 meters Scaled)
 QK0170
 QK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766721(NAD 83)
 QK0170
 QK0170                          SUPERSEDED SURVEY CONTROL
 QK0170
 QK0170  NGVD 29 (??/??/92)  180.129  (m)          590.97   (f) ADJ UNCH    1 2
 QK0170
 QK0170.Superseded values are not recommended for survey control.
 QK0170
 QK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0170.See file dsdata.pdf to determine how the superseded data were derived.
 QK0170
 QK0170_MARKER: DB = BENCH MARK DISK
 QK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0170_STAMPING: A 76 1934
 QK0170_MARK LOGO: CGS
 QK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0170+STABILITY: SURFACE MOTION
 QK0170
 QK0170  HISTORY     - Date     Condition        Report By
 QK0170  HISTORY     - 1934     MONUMENTED       CGS
 QK0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0170
 QK0170                          STATION DESCRIPTION
 QK0170
 QK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0170'AT MACKINAW CITY.
 QK0170'AT MACKINAW CITY, CHEBOYGAN COUNTY, ON THE PENNSYLVANIA RAILROAD,
 QK0170'11 YARDS NORTH OF THE NORTH FACE OF UNION STATION, 18 YARDS
 QK0170'EAST OF A BRICK WALK LEADING TO THE ENTRANCE TO THE STATION,
 QK0170'6 YARDS SOUTH OF THE SOUTH RAIL OF THE FIRST TRACK NORTH OF THE
 QK0170'NORTH SIDE OF THE STATION, 2 YARDS SOUTH OF THE SOUTH EDGE OF
 QK0170'A BRICK WALK PARALLELING THE TRACK, AND 1 YARD WEST OF A TALL
 QK0170'ELECTRIC-LIGHT POLE.  A STANDARD DISK, STAMPED A 76 1934 AND
 QK0170'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QK0170'GROUND.
 QK0170
 QK0170                          STATION RECOVERY (1983)
 QK0170
 QK0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0170'NOT RECOVERED DUE TO CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0307 ***********************************************************************
 QK0307  DESIGNATION -  A 77
 QK0307  PID         -  QK0307
 QK0307  STATE/COUNTY-  MI/CHARLEVOIX
 QK0307  COUNTRY     -  US
 QK0307  USGS QUAD   -  IRONTON (2017)
 QK0307
 QK0307                         *CURRENT SURVEY CONTROL
 QK0307  ______________________________________________________________________
 QK0307* NAD 83(1986) POSITION- 45 20 20.3    (N) 085 12 17.5    (W)   HD_HELD2
 QK0307* NAVD 88 ORTHO HEIGHT -   200.885 (meters)      659.07  (feet) ADJUSTED
 QK0307  ______________________________________________________________________
 QK0307  GEOID HEIGHT    -        -35.201 (meters)                     GEOID18
 QK0307  DYNAMIC HEIGHT  -        200.879 (meters)      659.05  (feet) COMP
 QK0307  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 QK0307
 QK0307  VERT ORDER      -  SECOND    CLASS 0
 QK0307
 QK0307.The horizontal coordinates were established by autonomous hand held GPS
 QK0307.observations and have an estimated accuracy of +/- 10 meters.
 QK0307
 QK0307.The orthometric height was determined by differential leveling and
 QK0307.adjusted by the NATIONAL GEODETIC SURVEY
 QK0307.in June 1991.
 QK0307
 QK0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0307.GEOID18 height accuracy estimate available here.
 QK0307
 QK0307.Click photographs - Photos may exist for this station.
 QK0307
 QK0307.The dynamic height is computed by dividing the NAVD 88
 QK0307.geopotential number by the normal gravity value computed on the
 QK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0307.degrees latitude (g = 980.6199 gals.).
 QK0307
 QK0307.The modeled gravity was interpolated from observed gravity values.
 QK0307
 QK0307;                    North         East    Units  Estimated Accuracy
 QK0307;SPC MI C     -   225,060.    5,934,307.      MT  (+/- 10 meters HH2 GPS)
 QK0307
 QK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4064722174(NAD 83)
 QK0307
 QK0307                          SUPERSEDED SURVEY CONTROL
 QK0307
 QK0307  NGVD 29 (??/??/92)  200.960  (m)          659.32   (f) ADJ UNCH    2 0
 QK0307
 QK0307.Superseded values are not recommended for survey control.
 QK0307
 QK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0307.See file dsdata.pdf to determine how the superseded data were derived.
 QK0307
 QK0307_MARKER: DB = BENCH MARK DISK
 QK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0307_STAMPING: A 77 1934
 QK0307_MARK LOGO: CGS
 QK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0307+STABILITY: SURFACE MOTION
 QK0307
 QK0307  HISTORY     - Date     Condition        Report By
 QK0307  HISTORY     - 1934     MONUMENTED       CGS
 QK0307  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0307
 QK0307                          STATION DESCRIPTION
 QK0307
 QK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0307'2.5 MI E FROM CHARLEVOIX.
 QK0307'2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0307'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 38 YARDS WEST OF
 QK0307'MILEPOST GR 212, 28 YARDS SOUTH OF A GATE IN A FENCE, 13 YARDS
 QK0307'SOUTH OF THE CENTER OF A ROAD CROSSING, 6 YARDS EAST OF THE
 QK0307'CENTERLINE OF THE ROAD, 1 YARD EAST OF A TELEPHONE POLE, AND
 QK0307'LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 77
 QK0307'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QK0307'ABOVE GROUND.
 QK0307
 QK0307                          STATION RECOVERY (1984)
 QK0307
 QK0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0307'NOT RECOVERED, APPEARS TO HAVE BEEN GRADED OUT OR COVERED OVER BY ROAD
 QK0307'GRADER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0184 ***********************************************************************
 PL0184  DESIGNATION -  A 78
 PL0184  PID         -  PL0184
 PL0184  STATE/COUNTY-  MI/KALKASKA
 PL0184  COUNTRY     -  US
 PL0184  USGS QUAD   -  TORCH RIVER (2017)
 PL0184
 PL0184                         *CURRENT SURVEY CONTROL
 PL0184  ______________________________________________________________________
 PL0184* NAD 83(1986) POSITION- 44 46 14.     (N) 085 15 28.     (W)   SCALED
 PL0184* NAVD 88 ORTHO HEIGHT -   302.962 (meters)      993.97  (feet) ADJUSTED
 PL0184  ______________________________________________________________________
 PL0184  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 PL0184  DYNAMIC HEIGHT  -        302.942 (meters)      993.90  (feet) COMP
 PL0184  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 PL0184
 PL0184  VERT ORDER      -  SECOND    CLASS 0
 PL0184
 PL0184.The horizontal coordinates were scaled from a map and have
 PL0184.an estimated accuracy of +/- 6 seconds.
 PL0184
 PL0184.The orthometric height was determined by differential leveling and
 PL0184.adjusted by the NATIONAL GEODETIC SURVEY
 PL0184.in June 1991.
 PL0184
 PL0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0184.GEOID18 height accuracy estimate available here.
 PL0184
 PL0184.Click photographs - Photos may exist for this station.
 PL0184
 PL0184.The dynamic height is computed by dividing the NAVD 88
 PL0184.geopotential number by the normal gravity value computed on the
 PL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0184.degrees latitude (g = 980.6199 gals.).
 PL0184
 PL0184.The modeled gravity was interpolated from observed gravity values.
 PL0184
 PL0184;                    North         East    Units  Estimated Accuracy
 PL0184;SPC MI C     -   161,940.    5,929,470.      MT  (+/- 180 meters Scaled)
 PL0184
 PL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ378589(NAD 83)
 PL0184
 PL0184                          SUPERSEDED SURVEY CONTROL
 PL0184
 PL0184  NGVD 29 (??/??/92)  303.062  (m)          994.30   (f) ADJ UNCH    2 0
 PL0184
 PL0184.Superseded values are not recommended for survey control.
 PL0184
 PL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0184.See file dsdata.pdf to determine how the superseded data were derived.
 PL0184
 PL0184_MARKER: DB = BENCH MARK DISK
 PL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0184_STAMPING: A 78 1934
 PL0184_MARK LOGO: CGS
 PL0184_PROJECTION: PROJECTING 30 CENTIMETERS
 PL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0184+STABILITY: SURFACE MOTION
 PL0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0184+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2016
 PL0184
 PL0184  HISTORY     - Date     Condition        Report By
 PL0184  HISTORY     - 1934     MONUMENTED       CGS
 PL0184  HISTORY     - 1949     GOOD             CGS
 PL0184  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0184  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0184  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0184  HISTORY     - 20010806 GOOD             NGS
 PL0184  HISTORY     - 20160515 GOOD             MIDT
 PL0184
 PL0184                          STATION DESCRIPTION
 PL0184
 PL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0184'6.5 MI NW FROM KALKASKA.
 PL0184'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM KALKASKA,
 PL0184'KALKASKA COUNTY, 1.1 MILES SOUTH OF THE JUNCTION OF THE COUNTY
 PL0184'ROAD LEADING TO RAPID CITY, 150 YARDS SOUTHEAST OF A LARGE
 PL0184'CONCRETE BLOCK ON THE SUMMIT OF A LONG HILL, 20 YARDS NORTH OF
 PL0184'THE FIRST CURVE SOUTH OF THE SUMMIT OF THE HILL, 2 YARDS EAST
 PL0184'OF TELEPHONE POLE 456, AND 8 YARDS EAST OF THE CENTERLINE OF THE
 PL0184'HIGHWAY.  A STANDARD DISK, STAMPED A 78 1934 AND SET IN THE TOP
 PL0184'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 PL0184
 PL0184                          STATION RECOVERY (1984)
 PL0184
 PL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0184'NOT RECOVERED, INADEQUATE DESCRIPTION, STATE HIGHWAY 72 RUNS EAST AND
 PL0184'WEST.
 PL0184
 PL0184                          STATION RECOVERY (1992)
 PL0184
 PL0184'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0184'MARK NOT FOUND.
 PL0184
 PL0184                          STATION RECOVERY (1997)
 PL0184
 PL0184'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0184'MARK NOT FOUND.
 PL0184
 PL0184                          STATION RECOVERY (2001)
 PL0184
 PL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0184
 PL0184                          STATION RECOVERY (2016)
 PL0184
 PL0184'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 PL0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0154 ***********************************************************************
 QK0154  DESIGNATION -  A 79
 QK0154  PID         -  QK0154
 QK0154  STATE/COUNTY-  MI/OTSEGO
 QK0154  COUNTRY     -  US
 QK0154  USGS QUAD   -  ELMIRA (2017)
 QK0154
 QK0154                         *CURRENT SURVEY CONTROL
 QK0154  ______________________________________________________________________
 QK0154* NAD 83(1986) POSITION- 45 04 19.     (N) 084 46 45.     (W)   SCALED
 QK0154* NAVD 88 ORTHO HEIGHT -   399.438 (meters)     1310.49  (feet) ADJUSTED
 QK0154  ______________________________________________________________________
 QK0154  GEOID HEIGHT    -        -34.863 (meters)                     GEOID18
 QK0154  DYNAMIC HEIGHT  -        399.396 (meters)     1310.35  (feet) COMP
 QK0154  MODELED GRAVITY -    980,499.9   (mgal)                       NAVD 88
 QK0154
 QK0154  VERT ORDER      -  SECOND    CLASS 0
 QK0154
 QK0154.The horizontal coordinates were scaled from a map and have
 QK0154.an estimated accuracy of +/- 6 seconds.
 QK0154
 QK0154.The orthometric height was determined by differential leveling and
 QK0154.adjusted by the NATIONAL GEODETIC SURVEY
 QK0154.in June 1991.
 QK0154
 QK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0154.GEOID18 height accuracy estimate available here.
 QK0154
 QK0154.Click photographs - Photos may exist for this station.
 QK0154
 QK0154.The dynamic height is computed by dividing the NAVD 88
 QK0154.geopotential number by the normal gravity value computed on the
 QK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0154.degrees latitude (g = 980.6199 gals.).
 QK0154
 QK0154.The modeled gravity was interpolated from observed gravity values.
 QK0154
 QK0154;                    North         East    Units  Estimated Accuracy
 QK0154;SPC MI C     -   195,130.    5,967,520.      MT  (+/- 180 meters Scaled)
 QK0154
 QK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ748933(NAD 83)
 QK0154
 QK0154                          SUPERSEDED SURVEY CONTROL
 QK0154
 QK0154  NGVD 29 (??/??/92)  399.521  (m)         1310.76   (f) ADJ UNCH    2 0
 QK0154
 QK0154.Superseded values are not recommended for survey control.
 QK0154
 QK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0154.See file dsdata.pdf to determine how the superseded data were derived.
 QK0154
 QK0154_MARKER: DB = BENCH MARK DISK
 QK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0154_STAMPING: A 79 1934
 QK0154_MARK LOGO: CGS
 QK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0154+STABILITY: SURFACE MOTION
 QK0154
 QK0154  HISTORY     - Date     Condition        Report By
 QK0154  HISTORY     - 1934     MONUMENTED       CGS
 QK0154  HISTORY     - 1938     GOOD             CGS
 QK0154  HISTORY     - 1984     POOR             USGS
 QK0154  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0154
 QK0154                          STATION DESCRIPTION
 QK0154
 QK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0154'6.2 MI W FROM GAYLORD.
 QK0154'6.2 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0154'STATION AT GAYLORD, OTSEGO COUNTY, ON THE RIGHT-OF-WAY OF THE
 QK0154'RURAL ELECTRIC CO. POWER LINE, 75 YARDS WEST OF THE OLD STATION
 QK0154'AT HALLOCK, 50 YARDS NORTH OF THE TED BROSKEY TWO-STORY
 QK0154'RESIDENCE IN 1934, AT A DIRT-ROAD CROSSING, 15 YARDS SOUTH OF
 QK0154'THE CENTERLINE OF THE OLD RAILROAD ROADBED, 10 YARDS EAST OF THE
 QK0154'CENTERLINE OF THE ROAD, AND 1 YARD EAST OF A TELEPHONE POLE.
 QK0154'A STANDARD DISK, STAMPED A 79 1934 AND SET IN THE TOP OF A
 QK0154'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 QK0154
 QK0154                          STATION RECOVERY (1984)
 QK0154
 QK0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QK0154'MARK RECOVERED IN POOR CONDITION.
 QK0154
 QK0154                          STATION RECOVERY (1996)
 QK0154
 QK0154'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0030 ***********************************************************************
 PL0030  DESIGNATION -  A 81
 PL0030  PID         -  PL0030
 PL0030  STATE/COUNTY-  MI/OSCODA
 PL0030  COUNTRY     -  US
 PL0030  USGS QUAD   -  MIO (2017)
 PL0030
 PL0030                         *CURRENT SURVEY CONTROL
 PL0030  ______________________________________________________________________
 PL0030* NAD 83(1986) POSITION- 44 41 37.     (N) 084 07 49.     (W)   SCALED
 PL0030* NAVD 88 ORTHO HEIGHT -   318.150 (meters)     1043.80  (feet) ADJUSTED
 PL0030  ______________________________________________________________________
 PL0030  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 PL0030  DYNAMIC HEIGHT  -        318.111 (meters)     1043.67  (feet) COMP
 PL0030  MODELED GRAVITY -    980,488.1   (mgal)                       NAVD 88
 PL0030
 PL0030  VERT ORDER      -  SECOND    CLASS 0
 PL0030
 PL0030.The horizontal coordinates were scaled from a map and have
 PL0030.an estimated accuracy of +/- 6 seconds.
 PL0030
 PL0030.The orthometric height was determined by differential leveling and
 PL0030.adjusted by the NATIONAL GEODETIC SURVEY
 PL0030.in June 1991.
 PL0030
 PL0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0030.GEOID18 height accuracy estimate available here.
 PL0030
 PL0030.Click photographs - Photos may exist for this station.
 PL0030
 PL0030.The dynamic height is computed by dividing the NAVD 88
 PL0030.geopotential number by the normal gravity value computed on the
 PL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0030.degrees latitude (g = 980.6199 gals.).
 PL0030
 PL0030.The modeled gravity was interpolated from observed gravity values.
 PL0030
 PL0030;                    North         East    Units  Estimated Accuracy
 PL0030;SPC MI C     -   153,030.    6,018,740.      MT  (+/- 180 meters Scaled)
 PL0030
 PL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ273529(NAD 83)
 PL0030
 PL0030                          SUPERSEDED SURVEY CONTROL
 PL0030
 PL0030  NGVD 29 (??/??/92)  318.285  (m)         1044.24   (f) ADJ UNCH    2 0
 PL0030
 PL0030.Superseded values are not recommended for survey control.
 PL0030
 PL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0030.See file dsdata.pdf to determine how the superseded data were derived.
 PL0030
 PL0030_MARKER: DB = BENCH MARK DISK
 PL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0030_STAMPING: A 81 1934
 PL0030_MARK LOGO: CGS
 PL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0030+STABILITY: SURFACE MOTION
 PL0030
 PL0030  HISTORY     - Date     Condition        Report By
 PL0030  HISTORY     - 1934     MONUMENTED       CGS
 PL0030  HISTORY     - 1950     GOOD             CGS
 PL0030  HISTORY     - 1972     MARK NOT FOUND   USGS
 PL0030  HISTORY     - 19950405 MARK NOT FOUND   NONE
 PL0030  HISTORY     - 20011203 GOOD             NGS
 PL0030
 PL0030                          STATION DESCRIPTION
 PL0030
 PL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PL0030'2.5 MI N FROM MIO.
 PL0030'2.5 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0030'MIO, OSCODA COUNTY, 500 YARDS NORTH OF A FARMHOUSE ON THE EVERGREEN
 PL0030'FARM, 300 YARDS SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 42
 PL0030'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY
 PL0030'AND 1 FOOT WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED A 81
 PL0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0030
 PL0030                          STATION RECOVERY (1972)
 PL0030
 PL0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PL0030'MARK NOT FOUND.
 PL0030
 PL0030                          STATION RECOVERY (1995)
 PL0030
 PL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 PL0030'MARK NOT FOUND.
 PL0030
 PL0030                          STATION RECOVERY (2001)
 PL0030
 PL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0102 ***********************************************************************
 PK0102  DESIGNATION -  A 83
 PK0102  PID         -  PK0102
 PK0102  STATE/COUNTY-  MI/OSCODA
 PK0102  COUNTRY     -  US
 PK0102  USGS QUAD   -  MCKINLEY (2017)
 PK0102
 PK0102                         *CURRENT SURVEY CONTROL
 PK0102  ______________________________________________________________________
 PK0102* NAD 83(1986) POSITION- 44 43 08.     (N) 083 55 41.     (W)   SCALED
 PK0102* NAVD 88 ORTHO HEIGHT -   305.594 (meters)     1002.60  (feet) ADJUSTED
 PK0102  ______________________________________________________________________
 PK0102  GEOID HEIGHT    -        -35.431 (meters)                     GEOID18
 PK0102  DYNAMIC HEIGHT  -        305.557 (meters)     1002.48  (feet) COMP
 PK0102  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 PK0102
 PK0102  VERT ORDER      -  SECOND    CLASS 0
 PK0102
 PK0102.The horizontal coordinates were scaled from a map and have
 PK0102.an estimated accuracy of +/- 6 seconds.
 PK0102
 PK0102.The orthometric height was determined by differential leveling and
 PK0102.adjusted by the NATIONAL GEODETIC SURVEY
 PK0102.in June 1991.
 PK0102
 PK0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0102.GEOID18 height accuracy estimate available here.
 PK0102
 PK0102.Click photographs - Photos may exist for this station.
 PK0102
 PK0102.The dynamic height is computed by dividing the NAVD 88
 PK0102.geopotential number by the normal gravity value computed on the
 PK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0102.degrees latitude (g = 980.6199 gals.).
 PK0102
 PK0102.The modeled gravity was interpolated from observed gravity values.
 PK0102
 PK0102;                    North         East    Units  Estimated Accuracy
 PK0102;SPC MI C     -   155,910.    6,034,750.      MT  (+/- 180 meters Scaled)
 PK0102
 PK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK680558(NAD 83)
 PK0102
 PK0102                          SUPERSEDED SURVEY CONTROL
 PK0102
 PK0102  NGVD 29 (??/??/92)  305.741  (m)         1003.09   (f) ADJ UNCH    2 0
 PK0102
 PK0102.Superseded values are not recommended for survey control.
 PK0102
 PK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0102.See file dsdata.pdf to determine how the superseded data were derived.
 PK0102
 PK0102_MARKER: DB = BENCH MARK DISK
 PK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0102_STAMPING: A 83 1934
 PK0102_MARK LOGO: CGS
 PK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0102+STABILITY: SURFACE MOTION
 PK0102
 PK0102  HISTORY     - Date     Condition        Report By
 PK0102  HISTORY     - 1934     MONUMENTED       CGS
 PK0102  HISTORY     - 1972     MARK NOT FOUND   USGS
 PK0102  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PK0102
 PK0102                          STATION DESCRIPTION
 PK0102
 PK0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0102'6.4 MI E FROM FAIRVIEW.
 PK0102'6.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0102'FAIRVIEW, OSCODA COUNTY, AT THE BOTTOM OF A SHORT STEEP GRADE
 PK0102'LEADING WEST, 20 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 PK0102'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH
 PK0102'WEST OF A 5-INCH SHORT-LEAFED PINE TREE, 14 FEET EAST OF A TRIO
 PK0102'OF OAK TREES, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 PK0102'DISK, STAMPED A 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0102'NOTE-- MARK MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 PK0102
 PK0102                          STATION RECOVERY (1972)
 PK0102
 PK0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0102'MARK NOT FOUND.
 PK0102
 PK0102                          STATION RECOVERY (2001)
 PK0102
 PK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0032 ***********************************************************************
 OK0032  DESIGNATION -  A 84
 OK0032  PID         -  OK0032
 OK0032  STATE/COUNTY-  MI/GLADWIN
 OK0032  COUNTRY     -  US
 OK0032  USGS QUAD   -  WOODEN SHOE VILLAGE (2017)
 OK0032
 OK0032                         *CURRENT SURVEY CONTROL
 OK0032  ______________________________________________________________________
 OK0032* NAD 83(1986) POSITION- 43 55 24.     (N) 084 16 54.     (W)   SCALED
 OK0032* NAVD 88 ORTHO HEIGHT -   219.070 (meters)      718.73  (feet) ADJUSTED
 OK0032  ______________________________________________________________________
 OK0032  GEOID HEIGHT    -        -34.640 (meters)                     GEOID18
 OK0032  DYNAMIC HEIGHT  -        219.031 (meters)      718.60  (feet) COMP
 OK0032  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 OK0032
 OK0032  VERT ORDER      -  SECOND    CLASS 0
 OK0032
 OK0032.The horizontal coordinates were scaled from a map and have
 OK0032.an estimated accuracy of +/- 6 seconds.
 OK0032
 OK0032.The orthometric height was determined by differential leveling and
 OK0032.adjusted by the NATIONAL GEODETIC SURVEY
 OK0032.in June 1991.
 OK0032
 OK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0032.GEOID18 height accuracy estimate available here.
 OK0032
 OK0032.Click photographs - Photos may exist for this station.
 OK0032
 OK0032.The dynamic height is computed by dividing the NAVD 88
 OK0032.geopotential number by the normal gravity value computed on the
 OK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0032.degrees latitude (g = 980.6199 gals.).
 OK0032
 OK0032.The modeled gravity was interpolated from observed gravity values.
 OK0032
 OK0032;                    North         East    Units  Estimated Accuracy
 OK0032;SPC MI C     -    67,420.    6,006,830.      MT  (+/- 180 meters Scaled)
 OK0032
 OK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP182669(NAD 83)
 OK0032
 OK0032                          SUPERSEDED SURVEY CONTROL
 OK0032
 OK0032  NGVD 29 (??/??/92)  219.240  (m)          719.29   (f) ADJ UNCH    2 0
 OK0032
 OK0032.Superseded values are not recommended for survey control.
 OK0032
 OK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0032.See file dsdata.pdf to determine how the superseded data were derived.
 OK0032
 OK0032_MARKER: DB = BENCH MARK DISK
 OK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0032_STAMPING: A 84 1934
 OK0032_MARK LOGO: CGS
 OK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0032+STABILITY: SURFACE MOTION
 OK0032
 OK0032  HISTORY     - Date     Condition        Report By
 OK0032  HISTORY     - 1934     MONUMENTED       CGS
 OK0032  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0032
 OK0032                          STATION DESCRIPTION
 OK0032
 OK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0032'1.2 MI SE FROM HIGHWOOD.
 OK0032'1.2 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OK0032'THE STATION AT HIGHWOOD, GLADWIN COUNTY, 24 FEET NORTH OF THE
 OK0032'NORTH RAIL, 22 FEET SOUTH OF A WIRE FENCE, AND 3 FEET HIGHER
 OK0032'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 84 1934
 OK0032'AND SET IN THE TOP OF A CONCRETE POST.
 OK0032
 OK0032                          STATION RECOVERY (1998)
 OK0032
 OK0032'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0342 ***********************************************************************
 OK0342  DESIGNATION -  A 85
 OK0342  PID         -  OK0342
 OK0342  STATE/COUNTY-  MI/MONTCALM
 OK0342  COUNTRY     -  US
 OK0342  USGS QUAD   -  EDMORE (2017)
 OK0342
 OK0342                         *CURRENT SURVEY CONTROL
 OK0342  ______________________________________________________________________
 OK0342* NAD 83(1986) POSITION- 43 24 29.     (N) 085 01 58.     (W)   SCALED
 OK0342* NAVD 88 ORTHO HEIGHT -   293.621 (meters)      963.32  (feet) ADJUSTED
 OK0342  ______________________________________________________________________
 OK0342  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 OK0342  DYNAMIC HEIGHT  -        293.567 (meters)      963.14  (feet) COMP
 OK0342  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 OK0342
 OK0342  VERT ORDER      -  SECOND    CLASS 0
 OK0342
 OK0342.The horizontal coordinates were scaled from a map and have
 OK0342.an estimated accuracy of +/- 6 seconds.
 OK0342
 OK0342.The orthometric height was determined by differential leveling and
 OK0342.adjusted by the NATIONAL GEODETIC SURVEY
 OK0342.in June 1991.
 OK0342
 OK0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0342.GEOID18 height accuracy estimate available here.
 OK0342
 OK0342.Click photographs - Photos may exist for this station.
 OK0342
 OK0342.The dynamic height is computed by dividing the NAVD 88
 OK0342.geopotential number by the normal gravity value computed on the
 OK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0342.degrees latitude (g = 980.6199 gals.).
 OK0342
 OK0342.The modeled gravity was interpolated from observed gravity values.
 OK0342
 OK0342;                    North         East    Units  Estimated Accuracy
 OK0342;SPC MI S     -   212,160.    3,946,050.      MT  (+/- 180 meters Scaled)
 OK0342
 OK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP592080(NAD 83)
 OK0342
 OK0342                          SUPERSEDED SURVEY CONTROL
 OK0342
 OK0342  NGVD 29 (??/??/92)  293.751  (m)          963.75   (f) ADJ UNCH    2 0
 OK0342
 OK0342.Superseded values are not recommended for survey control.
 OK0342
 OK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0342.See file dsdata.pdf to determine how the superseded data were derived.
 OK0342
 OK0342_MARKER: DB = BENCH MARK DISK
 OK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0342_STAMPING: A 85 1934
 OK0342_MARK LOGO: CGS
 OK0342_PROJECTION: FLUSH
 OK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0342+STABILITY: SURFACE MOTION
 OK0342
 OK0342  HISTORY     - Date     Condition        Report By
 OK0342  HISTORY     - 1934     MONUMENTED       CGS
 OK0342  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0342  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0342  HISTORY     - 19970322 MARK NOT FOUND   USPSQD
 OK0342  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0342
 OK0342                          STATION DESCRIPTION
 OK0342
 OK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0342'0.2 MI S FROM EDMORE.
 OK0342'AT EDMORE, ABOUT 1/4 MILE SOUTH OF THE PERE MARQUETTE RAILWAY
 OK0342'STATION, AT THE JUNCTION OF TRACKS, AT THE SOUTHWEST ANGLE OF
 OK0342'A ROAD CROSSING, 12 YARDS NORTH OF THE CENTERLINE OF STATE
 OK0342'HIGHWAY 46, ABOUT 22 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET
 OK0342'BELOW THE TOP OF RAIL.  A STANDARD DISK, STAMPED A 85 1934
 OK0342'AND SET IN THE TOP OF A CONCRETE POST.
 OK0342
 OK0342                          STATION RECOVERY (1992)
 OK0342
 OK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0342'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0342'ASSUMED DESTROYED.
 OK0342
 OK0342                          STATION RECOVERY (1994)
 OK0342
 OK0342'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0342'MARK NOT FOUND.
 OK0342
 OK0342                          STATION RECOVERY (1997)
 OK0342
 OK0342'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0342'MARK NOT FOUND.
 OK0342
 OK0342                          STATION RECOVERY (2001)
 OK0342
 OK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0086 ***********************************************************************
 OK0086  DESIGNATION -  A 86
 OK0086  PID         -  OK0086
 OK0086  STATE/COUNTY-  MI/SAGINAW
 OK0086  COUNTRY     -  US
 OK0086  USGS QUAD   -  SHIELDS (2017)
 OK0086
 OK0086                         *CURRENT SURVEY CONTROL
 OK0086  ______________________________________________________________________
 OK0086* NAD 83(1986) POSITION- 43 23 54.     (N) 084 02 20.     (W)   SCALED
 OK0086* NAVD 88 ORTHO HEIGHT -   181.414 (meters)      595.19  (feet) ADJUSTED
 OK0086  ______________________________________________________________________
 OK0086  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 OK0086  DYNAMIC HEIGHT  -        181.376 (meters)      595.06  (feet) COMP
 OK0086  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 OK0086
 OK0086  VERT ORDER      -  SECOND    CLASS 0
 OK0086
 OK0086.The horizontal coordinates were scaled from a map and have
 OK0086.an estimated accuracy of +/- 6 seconds.
 OK0086
 OK0086.The orthometric height was determined by differential leveling and
 OK0086.adjusted by the NATIONAL GEODETIC SURVEY
 OK0086.in June 1991.
 OK0086
 OK0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0086.GEOID18 height accuracy estimate available here.
 OK0086
 OK0086.Click photographs - Photos may exist for this station.
 OK0086
 OK0086.The dynamic height is computed by dividing the NAVD 88
 OK0086.geopotential number by the normal gravity value computed on the
 OK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0086.degrees latitude (g = 980.6199 gals.).
 OK0086
 OK0086.The modeled gravity was interpolated from observed gravity values.
 OK0086
 OK0086;                    North         East    Units  Estimated Accuracy
 OK0086;SPC MI S     -   210,920.    4,026,550.      MT  (+/- 180 meters Scaled)
 OK0086
 OK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP397093(NAD 83)
 OK0086
 OK0086                          SUPERSEDED SURVEY CONTROL
 OK0086
 OK0086  NGVD 29 (??/??/92)  181.598  (m)          595.79   (f) ADJ UNCH    2 0
 OK0086
 OK0086.Superseded values are not recommended for survey control.
 OK0086
 OK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0086.See file dsdata.pdf to determine how the superseded data were derived.
 OK0086
 OK0086_MARKER: DB = BENCH MARK DISK
 OK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0086_STAMPING: A 86 1934
 OK0086_MARK LOGO: CGS
 OK0086_PROJECTION: FLUSH
 OK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0086+STABILITY: SURFACE MOTION
 OK0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0086+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 OK0086
 OK0086  HISTORY     - Date     Condition        Report By
 OK0086  HISTORY     - 1934     MONUMENTED       CGS
 OK0086  HISTORY     - 1966     GOOD             USGS
 OK0086  HISTORY     - 19940607 GOOD             USPSQD
 OK0086  HISTORY     - 20010303 GOOD             WOOLPT
 OK0086  HISTORY     - 20010808 GOOD             NGS
 OK0086  HISTORY     - 20070611 GOOD             MIDT
 OK0086  HISTORY     - 20180730 MARK NOT FOUND   SPICE
 OK0086
 OK0086                          STATION DESCRIPTION
 OK0086
 OK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0086'AT PAINES.
 OK0086'AT PAINES, SAGINAW COUNTY, 40 YARDS WEST OF THE CHESAPEAKE AND
 OK0086'OHIO RAILWAY STATION, 35 FEET SOUTHEAST OF SECTION POST 16, AT
 OK0086'THE BRANCHING OF THE MICHIGAN CENTRAL RAILROAD, 66 FEET SOUTHWEST
 OK0086'OF THE SWITCH 35 FEET SOUTH OF THE SOUTH RAIL OF THE MICHIGAN
 OK0086'CENTRAL RAILROAD, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD
 OK0086'DISK, STAMPED A 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0086
 OK0086                          STATION RECOVERY (1966)
 OK0086
 OK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (1994)
 OK0086
 OK0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (2001)
 OK0086
 OK0086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (2001)
 OK0086
 OK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0086
 OK0086                          STATION RECOVERY (2007)
 OK0086
 OK0086'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0086'MARK IS RECESSED 25 CM (10 INCHES) BELOW GROUND SURFACE. RECOVERED AS
 OK0086'DESCRIBED.
 OK0086
 OK0086                          STATION RECOVERY (2018)
 OK0086
 OK0086'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 OK0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0206 ***********************************************************************
 PL0206  DESIGNATION -  A 87
 PL0206  PID         -  PL0206
 PL0206  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0206  COUNTRY     -  US
 PL0206  USGS QUAD   -  TORCH RIVER (2017)
 PL0206
 PL0206                         *CURRENT SURVEY CONTROL
 PL0206  ______________________________________________________________________
 PL0206* NAD 83(1986) POSITION- 44 46 22.35   (N) 085 21 40.28   (W)   HD_HELD1
 PL0206* NAVD 88 ORTHO HEIGHT -   202.882 (meters)      665.62  (feet) ADJUSTED
 PL0206  ______________________________________________________________________
 PL0206  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 PL0206  DYNAMIC HEIGHT  -        202.869 (meters)      665.58  (feet) COMP
 PL0206  MODELED GRAVITY -    980,547.0   (mgal)                       NAVD 88
 PL0206
 PL0206  VERT ORDER      -  SECOND    CLASS 0
 PL0206
 PL0206.The horizontal coordinates were determined by differentially corrected
 PL0206.hand held GPS observations or other comparable positioning techniques
 PL0206.and have an estimated accuracy of +/- 3 meters.
 PL0206
 PL0206.The orthometric height was determined by differential leveling and
 PL0206.adjusted by the NATIONAL GEODETIC SURVEY
 PL0206.in June 1991.
 PL0206
 PL0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0206.GEOID18 height accuracy estimate available here.
 PL0206
 PL0206.Click photographs - Photos may exist for this station.
 PL0206
 PL0206.The dynamic height is computed by dividing the NAVD 88
 PL0206.geopotential number by the normal gravity value computed on the
 PL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0206.degrees latitude (g = 980.6199 gals.).
 PL0206
 PL0206.The modeled gravity was interpolated from observed gravity values.
 PL0206
 PL0206;                    North         East    Units  Estimated Accuracy
 PL0206;SPC MI C     -   162,296.3   5,921,284.4     MT  (+/- 3 meters HH1 GPS) 
 PL0206
 PL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2967259026(NAD 83)
 PL0206
 PL0206                          SUPERSEDED SURVEY CONTROL
 PL0206
 PL0206  NGVD 29 (??/??/92)  202.983  (m)          665.95   (f) ADJ UNCH    2 0
 PL0206
 PL0206.Superseded values are not recommended for survey control.
 PL0206
 PL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0206.See file dsdata.pdf to determine how the superseded data were derived.
 PL0206
 PL0206_MARKER: DB = BENCH MARK DISK
 PL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0206_STAMPING: A 87 1934
 PL0206_MARK LOGO: CGS
 PL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0206+STABILITY: SURFACE MOTION
 PL0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0206+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 PL0206
 PL0206  HISTORY     - Date     Condition        Report By
 PL0206  HISTORY     - 1934     MONUMENTED       CGS
 PL0206  HISTORY     - 1984     GOOD             NGS
 PL0206  HISTORY     - 20021010 GOOD             USPSQD
 PL0206  HISTORY     - 20060410 GOOD             GEOCAC
 PL0206  HISTORY     - 20151005 GOOD             INDIV
 PL0206
 PL0206                          STATION DESCRIPTION
 PL0206
 PL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0206'2.5 MI E FROM WILLIAMSBURG.
 PL0206'2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0206'STATION AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, 150 YARDS WEST
 PL0206'OF THE HOME OF MISS ELVA BELDING IN 1934, AT A COUNTY-ROAD
 PL0206'CROSSING, 45 FEET NORTH OF THE CENTER OF THE CROSSING, 27 FEET
 PL0206'EAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO AN UNPAINTED
 PL0206'BARN, AND 3 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 PL0206'A 87 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0206'15 INCHES ABOVE GROUND.
 PL0206
 PL0206                          STATION RECOVERY (1984)
 PL0206
 PL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0206'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO THIS DATE, LINE
 PL0206'REROUTED.
 PL0206
 PL0206                          STATION RECOVERY (2002)
 PL0206
 PL0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0206'RECOVERED IN GOOD CONDITION.
 PL0206
 PL0206                          STATION RECOVERY (2006)
 PL0206
 PL0206'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0206'RECOVERED IN GOOD CONDITION.
 PL0206
 PL0206                          STATION RECOVERY (2015)
 PL0206
 PL0206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 PL0206'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0325 ***********************************************************************
 QK0325  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0325  DESIGNATION -  A 88
 QK0325  PID         -  QK0325
 QK0325  STATE/COUNTY-  MI/LEELANAU
 QK0325  COUNTRY     -  US
 QK0325  USGS QUAD   -  GILLS PIER (2017)
 QK0325
 QK0325                         *CURRENT SURVEY CONTROL
 QK0325  ______________________________________________________________________
 QK0325* NAD 83(1994) POSITION- 45 06 28.44148(N) 085 38 21.35314(W)   ADJUSTED
 QK0325* NAD 83(1994) ELLIP HT-   220.210 (meters)        (02/03/97)   ADJUSTED
 QK0325* NAVD 88 ORTHO HEIGHT -   255.546 (meters)      838.40  (feet) ADJUSTED
 QK0325  ______________________________________________________________________
 QK0325  GEOID HEIGHT    -        -35.395 (meters)                     GEOID18
 QK0325  NAD 83(1994) X  -    342,864.818 (meters)                     COMP
 QK0325  NAD 83(1994) Y  - -4,496,205.321 (meters)                     COMP
 QK0325  NAD 83(1994) Z  -  4,495,975.539 (meters)                     COMP
 QK0325  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 QK0325  DYNAMIC HEIGHT  -        255.530 (meters)      838.35  (feet) COMP
 QK0325  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 QK0325
 QK0325  HORZ ORDER      -  FIRST
 QK0325  VERT ORDER      -  SECOND    CLASS 0
 QK0325  ELLP ORDER      -  FOURTH    CLASS I
 QK0325
 QK0325.The horizontal coordinates were established by GPS observations
 QK0325.and adjusted by the National Geodetic Survey in February 1997.
 QK0325
 QK0325.The orthometric height was determined by differential leveling and
 QK0325.adjusted by the NATIONAL GEODETIC SURVEY
 QK0325.in June 1991.
 QK0325
 QK0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0325.GEOID18 height accuracy estimate available here.
 QK0325
 QK0325.This Water Level Mark is designated as VM 23807
 QK0325.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0325
 QK0325.Click photographs - Photos may exist for this station.
 QK0325
 QK0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0325
 QK0325.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0325
 QK0325.The ellipsoidal height was determined by GPS observations
 QK0325.and is referenced to NAD 83.
 QK0325
 QK0325.The dynamic height is computed by dividing the NAVD 88
 QK0325.geopotential number by the normal gravity value computed on the
 QK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0325.degrees latitude (g = 980.6199 gals.).
 QK0325
 QK0325.The modeled gravity was interpolated from observed gravity values.
 QK0325
 QK0325. The following values were computed from the NAD 83(1994) position.
 QK0325
 QK0325;                    North         East     Units Scale Factor Converg.
 QK0325;SPC MI C     -   199,827.721 5,899,860.614   MT  0.99991682   -0 53 56.3
 QK0325;SPC MI C     -   655,602.76 19,356,498.08   iFT  0.99991682   -0 53 56.3
 QK0325;UTM  16      - 4,995,837.479   607,045.247   MT  0.99974089   +0 57 50.7
 QK0325
 QK0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0325!SPC MI C     -   0.99996548  x   0.99991682  =   0.99988230
 QK0325!UTM  16      -   0.99996548  x   0.99974089  =   0.99970637
 QK0325
 QK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0704595837(NAD 83)
 QK0325
 QK0325                          SUPERSEDED SURVEY CONTROL
 QK0325
 QK0325  NAD 83(1986)-  45 06 28.43839(N)    085 38 21.34441(W) AD(       ) 1
 QK0325  NGVD 29 (??/??/92)  255.651  (m)          838.75   (f) ADJ UNCH    2 0
 QK0325
 QK0325.Superseded values are not recommended for survey control.
 QK0325
 QK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0325.See file dsdata.pdf to determine how the superseded data were derived.
 QK0325
 QK0325_MARKER: DB = BENCH MARK DISK
 QK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0325_STAMPING: A 88 1934
 QK0325_MARK LOGO: CGS
 QK0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0325+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 QK0325
 QK0325  HISTORY     - Date     Condition        Report By
 QK0325  HISTORY     - 1934     MONUMENTED       CGS
 QK0325  HISTORY     - 19920910 GOOD             MIDT
 QK0325  HISTORY     - 20040525 GOOD             ROWEIN
 QK0325  HISTORY     - 20071023 GOOD             INDIV
 QK0325
 QK0325                          STATION DESCRIPTION
 QK0325
 QK0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0325'2 MI SW FROM NORTHPORT.
 QK0325'2 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT, LEELANAU
 QK0325'COUNTY, 90 YARDS SOUTHEAST OF A LARGE BARN WITH THE PAINTED
 QK0325'LETTERS J.P. JOHNSON 1913, 40 YARDS SOUTH OF THE HOME OF J.P.
 QK0325'JOHNSON IN 1934, 23 YARDS SOUTHEAST OF THE TWO TALL POPLAR TREES
 QK0325'AT THE ENTRANCE, 10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0325'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QK0325'A 88 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 QK0325'ABOVE GROUND.
 QK0325
 QK0325                          STATION RECOVERY (1992)
 QK0325
 QK0325'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0325'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0325'IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-31-N, R-11-W, LEELANAU
 QK0325'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0325'ABOUT 8.5 MI (13.7 KM) NORTHEAST OF LELAND, ABOUT 9.0 MI (14.5 KM)
 QK0325'NORTHERLY OF SUTTONS BAY AND ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF
 QK0325'NORTHPORT.
 QK0325'TO REACH THE STATION FROM THE M-22 BRIDGE IN LELAND, OVER THE LAKE
 QK0325'LEELANAU CHANNEL, GO NORTHERLY FOR 9.5 MI (15.3 KM) ALONG HIGHWAY
 QK0325'M-22 TO STATION ON THE RIGHT, AS DESCRIBED.
 QK0325'STATION IS LOCATED ON A LINE EXTENDED SOUTHERLY FROM THE EAST LINE OF
 QK0325'A HOUSE, 34.0 FT (10.4 M) SOUTHEAST FROM THE CENTER OF M-22, 10.0 FT
 QK0325'(3.0 M) NORTHEASTERLY FROM POWER POLE, 67.0 FT (20.4 M) SOUTHWESTERLY
 QK0325'FROM A 24-INCH MAPLE, 1.0 FT (0.3 M) SOUTHWEST FROM METAL WITNESS
 QK0325'POST WITH SIGN.
 QK0325
 QK0325                          STATION RECOVERY (2004)
 QK0325
 QK0325'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0325'STATION IS LOCATED ON A LINE EXTENDED SOUTHERLY FROM THE EAST LINE OF
 QK0325'HOUSE 8631, 34 FT SOUTHEAST FROM THE CENTER OF M-22.  POWER POLE IS
 QK0325'NOW GONE.  METAL WITNESS POST HAS BEEN REPLACED WITH A CARSONITE POST.
 QK0325'
 QK0325
 QK0325                          STATION RECOVERY (2007)
 QK0325
 QK0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HEI)
 QK0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0013 ***********************************************************************
 PM0013  DESIGNATION -  A 89
 PM0013  PID         -  PM0013
 PM0013  STATE/COUNTY-  MI/BENZIE
 PM0013  COUNTRY     -  US
 PM0013  USGS QUAD   -  FRANKFORT (2017)
 PM0013
 PM0013                         *CURRENT SURVEY CONTROL
 PM0013  ______________________________________________________________________
 PM0013* NAD 83(1986) POSITION- 44 41 39.5    (N) 086 14 27.0    (W)   HD_HELD2
 PM0013* NAVD 88 ORTHO HEIGHT -   187.002 (meters)      613.52  (feet) ADJUSTED
 PM0013  ______________________________________________________________________
 PM0013  GEOID HEIGHT    -        -35.816 (meters)                     GEOID18
 PM0013  DYNAMIC HEIGHT  -        186.984 (meters)      613.46  (feet) COMP
 PM0013  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PM0013
 PM0013  VERT ORDER      -  SECOND    CLASS 0
 PM0013
 PM0013.The horizontal coordinates were established by autonomous hand held GPS
 PM0013.observations and have an estimated accuracy of +/- 10 meters.
 PM0013
 PM0013.The orthometric height was determined by differential leveling and
 PM0013.adjusted by the NATIONAL GEODETIC SURVEY
 PM0013.in June 1991.
 PM0013
 PM0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0013.GEOID18 height accuracy estimate available here.
 PM0013
 PM0013.Click photographs - Photos may exist for this station.
 PM0013
 PM0013.The dynamic height is computed by dividing the NAVD 88
 PM0013.geopotential number by the normal gravity value computed on the
 PM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0013.degrees latitude (g = 980.6199 gals.).
 PM0013
 PM0013.The modeled gravity was interpolated from observed gravity values.
 PM0013
 PM0013;                    North         East    Units  Estimated Accuracy
 PM0013;SPC MI C     -   154,799.    5,851,469.      MT  (+/- 10 meters HH2 GPS)
 PM0013
 PM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6015149272(NAD 83)
 PM0013
 PM0013                          SUPERSEDED SURVEY CONTROL
 PM0013
 PM0013  NGVD 29 (??/??/92)  187.104  (m)          613.86   (f) ADJ UNCH    2 0
 PM0013
 PM0013.Superseded values are not recommended for survey control.
 PM0013
 PM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0013.See file dsdata.pdf to determine how the superseded data were derived.
 PM0013
 PM0013_MARKER: DB = BENCH MARK DISK
 PM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0013_STAMPING: A 89 1934
 PM0013_MARK LOGO: CGS
 PM0013_PROJECTION: PROJECTING 20 CENTIMETERS
 PM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0013+STABILITY: SURFACE MOTION
 PM0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0013+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 PM0013
 PM0013  HISTORY     - Date     Condition        Report By
 PM0013  HISTORY     - 1934     MONUMENTED       CGS
 PM0013  HISTORY     - 1939     GOOD             CGS
 PM0013  HISTORY     - 19960818 GOOD             USPSQD
 PM0013  HISTORY     - 20180529 GOOD             MIDT
 PM0013
 PM0013                          STATION DESCRIPTION
 PM0013
 PM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 PM0013'4.8 MI N FROM FRANKFORT.
 PM0013'4.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM FRANKFORT, BENZIE
 PM0013'COUNTY, 2.2 MILES NORTH OF THE CONGREGATIONAL ASSEMBLY DINING
 PM0013'HALL AT CRYSTALLIA, 275 YARDS SOUTHWEST OF THE OLSEN SERVICE
 PM0013'STATION, 0.1 MILE SOUTHWEST OF THE ENTRANCE TO THE CRYSTAL
 PM0013'DOWNS COUNTRY CLUB, 12 YARDS WEST OF THE CENTERLINE OF THE
 PM0013'HIGHWAY.  A STANDARD DISK, STAMPED A 89 1934 AND SET IN THE
 PM0013'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PM0013
 PM0013                          STATION RECOVERY (1996)
 PM0013
 PM0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0013'RECOVERED IN GOOD CONDITION.
 PM0013
 PM0013                          STATION RECOVERY (2018)
 PM0013
 PM0013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 PM0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0135 ***********************************************************************
 PL0135  DESIGNATION -  A 90
 PL0135  PID         -  PL0135
 PL0135  STATE/COUNTY-  MI/MISSAUKEE
 PL0135  COUNTRY     -  US
 PL0135  USGS QUAD   -  MERRITT (2017)
 PL0135
 PL0135                         *CURRENT SURVEY CONTROL
 PL0135  ______________________________________________________________________
 PL0135* NAD 83(1986) POSITION- 44 20 12.     (N) 084 59 04.     (W)   SCALED
 PL0135* NAVD 88 ORTHO HEIGHT -   356.183 (meters)     1168.58  (feet) ADJUSTED
 PL0135  ______________________________________________________________________
 PL0135  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 PL0135  DYNAMIC HEIGHT  -        356.133 (meters)     1168.41  (feet) COMP
 PL0135  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 PL0135
 PL0135  VERT ORDER      -  SECOND    CLASS 0
 PL0135
 PL0135.The horizontal coordinates were scaled from a map and have
 PL0135.an estimated accuracy of +/- 6 seconds.
 PL0135
 PL0135.The orthometric height was determined by differential leveling and
 PL0135.adjusted by the NATIONAL GEODETIC SURVEY
 PL0135.in June 1991.
 PL0135
 PL0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0135.GEOID18 height accuracy estimate available here.
 PL0135
 PL0135.Click photographs - Photos may exist for this station.
 PL0135
 PL0135.The dynamic height is computed by dividing the NAVD 88
 PL0135.geopotential number by the normal gravity value computed on the
 PL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0135.degrees latitude (g = 980.6199 gals.).
 PL0135
 PL0135.The modeled gravity was interpolated from observed gravity values.
 PL0135
 PL0135;                    North         East    Units  Estimated Accuracy
 PL0135;SPC MI C     -   113,530.    5,950,730.      MT  (+/- 180 meters Scaled)
 PL0135
 PL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ606112(NAD 83)
 PL0135
 PL0135                          SUPERSEDED SURVEY CONTROL
 PL0135
 PL0135  NGVD 29 (??/??/92)  356.303  (m)         1168.97   (f) ADJ UNCH    2 0
 PL0135
 PL0135.Superseded values are not recommended for survey control.
 PL0135
 PL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0135.See file dsdata.pdf to determine how the superseded data were derived.
 PL0135
 PL0135_MARKER: DB = BENCH MARK DISK
 PL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0135_STAMPING: A 90 1934
 PL0135_MARK LOGO: CGS
 PL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0135+STABILITY: SURFACE MOTION
 PL0135
 PL0135  HISTORY     - Date     Condition        Report By
 PL0135  HISTORY     - 1934     MONUMENTED       CGS
 PL0135  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0135  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 PL0135  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0135
 PL0135                          STATION DESCRIPTION
 PL0135
 PL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0135'2.4 MI W FROM MERRITT.
 PL0135'2.4 MILES WEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 PL0135'MERRITT, MISSAUKEE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 74,
 PL0135'60 YARDS WEST OF THE ROY GARAGE, 39.4 FEET WEST OF THE CENTERLINE
 PL0135'OF STATE HIGHWAY 74, 30.5 FEET NORTH OF THE CENTERLINE OF STATE
 PL0135'HIGHWAY 55, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED
 PL0135'A 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0135
 PL0135                          STATION RECOVERY (1979)
 PL0135
 PL0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0135'MARK NOT FOUND.
 PL0135
 PL0135                          STATION RECOVERY (1994)
 PL0135
 PL0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0135'MARK NOT FOUND.
 PL0135
 PL0135                          STATION RECOVERY (2001)
 PL0135
 PL0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0107 ***********************************************************************
 PL0107  DESIGNATION -  A 91
 PL0107  PID         -  PL0107
 PL0107  STATE/COUNTY-  MI/ROSCOMMON
 PL0107  COUNTRY     -  US
 PL0107  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0107
 PL0107                         *CURRENT SURVEY CONTROL
 PL0107  ______________________________________________________________________
 PL0107* NAD 83(1986) POSITION- 44 18 20.     (N) 084 46 23.     (W)   SCALED
 PL0107* NAVD 88 ORTHO HEIGHT -   348.875 (meters)     1144.60  (feet) ADJUSTED
 PL0107  ______________________________________________________________________
 PL0107  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 PL0107  DYNAMIC HEIGHT  -        348.819 (meters)     1144.42  (feet) COMP
 PL0107  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 PL0107
 PL0107  VERT ORDER      -  SECOND    CLASS 0
 PL0107
 PL0107.The horizontal coordinates were scaled from a map and have
 PL0107.an estimated accuracy of +/- 6 seconds.
 PL0107
 PL0107.The orthometric height was determined by differential leveling and
 PL0107.adjusted by the NATIONAL GEODETIC SURVEY
 PL0107.in June 1991.
 PL0107
 PL0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0107.GEOID18 height accuracy estimate available here.
 PL0107
 PL0107.Click photographs - Photos may exist for this station.
 PL0107
 PL0107.The dynamic height is computed by dividing the NAVD 88
 PL0107.geopotential number by the normal gravity value computed on the
 PL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0107.degrees latitude (g = 980.6199 gals.).
 PL0107
 PL0107.The modeled gravity was interpolated from observed gravity values.
 PL0107
 PL0107;                    North         East    Units  Estimated Accuracy
 PL0107;SPC MI C     -   109,970.    5,967,570.      MT  (+/- 180 meters Scaled)
 PL0107
 PL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776082(NAD 83)
 PL0107
 PL0107                          SUPERSEDED SURVEY CONTROL
 PL0107
 PL0107  NGVD 29 (??/??/92)  348.998  (m)         1145.00   (f) ADJ UNCH    2 0
 PL0107
 PL0107.Superseded values are not recommended for survey control.
 PL0107
 PL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0107.See file dsdata.pdf to determine how the superseded data were derived.
 PL0107
 PL0107_MARKER: DB = BENCH MARK DISK
 PL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0107_STAMPING: A 91 1934
 PL0107_MARK LOGO: CGS
 PL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0107+STABILITY: SURFACE MOTION
 PL0107
 PL0107  HISTORY     - Date     Condition        Report By
 PL0107  HISTORY     - 1934     MONUMENTED       CGS
 PL0107  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0107
 PL0107                          STATION DESCRIPTION
 PL0107
 PL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0107'1 MI W FROM HOUGHTON LAKE.
 PL0107'1.0 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0107'HOUGHTON LAKE, ROSCOMMON COUNTY, AT THE SOUTH END OF THE TRIANGLE
 PL0107'FORMED BY THE INTERSECTION OF STATE HIGHWAY 55, 40.5 FEET SOUTH
 PL0107'OF THE CENTERLINE OF STATE HIGHWAY 55, 38.4 FEET NORTH OF THE
 PL0107'CENTERLINE OF U.S. HIGHWAY 27, AND LEVEL WITH THE HIGHWAY.
 PL0107'A STANDARD DISK, STAMPED A 91 1934 AND SET IN THE TOP OF A
 PL0107'CONCRETE POST.
 PL0107
 PL0107                          STATION RECOVERY (1979)
 PL0107
 PL0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0216 ***********************************************************************
 OK0216  DESIGNATION -  A 92
 OK0216  PID         -  OK0216
 OK0216  STATE/COUNTY-  MI/CLARE
 OK0216  COUNTRY     -  US
 OK0216  USGS QUAD   -  CLARE (2017)
 OK0216
 OK0216                         *CURRENT SURVEY CONTROL
 OK0216  ______________________________________________________________________
 OK0216* NAD 83(1986) POSITION- 43 49 51.     (N) 084 49 32.     (W)   SCALED
 OK0216* NAVD 88 ORTHO HEIGHT -   267.613 (meters)      877.99  (feet) ADJUSTED
 OK0216  ______________________________________________________________________
 OK0216  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 OK0216  DYNAMIC HEIGHT  -        267.565 (meters)      877.84  (feet) COMP
 OK0216  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 OK0216
 OK0216  VERT ORDER      -  SECOND    CLASS 0
 OK0216
 OK0216.The horizontal coordinates were scaled from a map and have
 OK0216.an estimated accuracy of +/- 6 seconds.
 OK0216
 OK0216.The orthometric height was determined by differential leveling and
 OK0216.adjusted by the NATIONAL GEODETIC SURVEY
 OK0216.in June 1991.
 OK0216
 OK0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0216.GEOID18 height accuracy estimate available here.
 OK0216
 OK0216.Click photographs - Photos may exist for this station.
 OK0216
 OK0216.The dynamic height is computed by dividing the NAVD 88
 OK0216.geopotential number by the normal gravity value computed on the
 OK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0216.degrees latitude (g = 980.6199 gals.).
 OK0216
 OK0216.The modeled gravity was interpolated from observed gravity values.
 OK0216
 OK0216;                    North         East    Units  Estimated Accuracy
 OK0216;SPC MI C     -    57,240.    5,963,090.      MT  (+/- 180 meters Scaled)
 OK0216
 OK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP748553(NAD 83)
 OK0216
 OK0216                          SUPERSEDED SURVEY CONTROL
 OK0216
 OK0216  NGVD 29 (??/??/92)  267.752  (m)          878.45   (f) ADJ UNCH    2 0
 OK0216
 OK0216.Superseded values are not recommended for survey control.
 OK0216
 OK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0216.See file dsdata.pdf to determine how the superseded data were derived.
 OK0216
 OK0216_MARKER: DB = BENCH MARK DISK
 OK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0216_STAMPING: A 92 1934
 OK0216_MARK LOGO: CGS
 OK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0216+STABILITY: SURFACE MOTION
 OK0216
 OK0216  HISTORY     - Date     Condition        Report By
 OK0216  HISTORY     - 1934     MONUMENTED       CGS
 OK0216  HISTORY     - 1976     GOOD             NGS
 OK0216  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0216
 OK0216                          STATION DESCRIPTION
 OK0216
 OK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0216'2 MI E FROM FARWELL.
 OK0216'2.0 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0216'STATION AT FARWELL, AT A ROAD CROSSING, 62 FEET EAST OF THE
 OK0216'CENTERLINE OF THE ROAD, 28.2 FEET NORTH OF THE NORTH RAIL, AND
 OK0216'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 92
 OK0216'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0216
 OK0216                          STATION RECOVERY (1976)
 OK0216
 OK0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OK0216'MARK IS 0.1 MILE SOUTH OF JUNCTION OF WASHINGTON ROAD AND HARRISON
 OK0216'AVE, WERE HARRISON AVE CROSSES THE CHESAPEAKE AND OHIO RAILROAD, 60
 OK0216'FEET EAST OF THE CENTER OF THE ROAD AND 28.2 FEET NORTH OF THE NORTH
 OK0216'RAIL. A WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK AND A ROD
 OK0216'DRIVEN AT NORTH EDGE OF MARK.
 OK0216
 OK0216                          STATION RECOVERY (2001)
 OK0216
 OK0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0216'RECOVERY NOTE BY SAGINAW BAY POWER SQUADRON 2001. FOUND CONCRETE POST
 OK0216'BROKE OFF WITH DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0053 ***********************************************************************
 PL0053  DESIGNATION -  A 93
 PL0053  PID         -  PL0053
 PL0053  STATE/COUNTY-  MI/GLADWIN
 PL0053  COUNTRY     -  US
 PL0053  USGS QUAD   -  SECORD LAKE (2017)
 PL0053
 PL0053                         *CURRENT SURVEY CONTROL
 PL0053  ______________________________________________________________________
 PL0053* NAD 83(1986) POSITION- 44 02 45.     (N) 084 22 00.     (W)   SCALED
 PL0053* NAVD 88 ORTHO HEIGHT -   233.012 (meters)      764.47  (feet) ADJUSTED
 PL0053  ______________________________________________________________________
 PL0053  GEOID HEIGHT    -        -34.623 (meters)                     GEOID18
 PL0053  DYNAMIC HEIGHT  -        232.972 (meters)      764.34  (feet) COMP
 PL0053  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PL0053
 PL0053  VERT ORDER      -  SECOND    CLASS 0
 PL0053
 PL0053.The horizontal coordinates were scaled from a map and have
 PL0053.an estimated accuracy of +/- 6 seconds.
 PL0053
 PL0053.The orthometric height was determined by differential leveling and
 PL0053.adjusted by the NATIONAL GEODETIC SURVEY
 PL0053.in June 1991.
 PL0053
 PL0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0053.GEOID18 height accuracy estimate available here.
 PL0053
 PL0053.Click photographs - Photos may exist for this station.
 PL0053
 PL0053.The dynamic height is computed by dividing the NAVD 88
 PL0053.geopotential number by the normal gravity value computed on the
 PL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0053.degrees latitude (g = 980.6199 gals.).
 PL0053
 PL0053.The modeled gravity was interpolated from observed gravity values.
 PL0053
 PL0053;                    North         East    Units  Estimated Accuracy
 PL0053;SPC MI C     -    81,030.    6,000,000.      MT  (+/- 180 meters Scaled)
 PL0053
 PL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP109803(NAD 83)
 PL0053
 PL0053                          SUPERSEDED SURVEY CONTROL
 PL0053
 PL0053  NGVD 29 (??/??/92)  233.166  (m)          764.98   (f) ADJ UNCH    2 0
 PL0053
 PL0053.Superseded values are not recommended for survey control.
 PL0053
 PL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0053.See file dsdata.pdf to determine how the superseded data were derived.
 PL0053
 PL0053_MARKER: DB = BENCH MARK DISK
 PL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0053_STAMPING: A 93 1934
 PL0053_MARK LOGO: CGS
 PL0053_PROJECTION: FLUSH
 PL0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0053+STABILITY: SURFACE MOTION
 PL0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0053+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 PL0053
 PL0053  HISTORY     - Date     Condition        Report By
 PL0053  HISTORY     - 1934     MONUMENTED       CGS
 PL0053  HISTORY     - 1988     GOOD             USPSQD
 PL0053  HISTORY     - 19981202 GOOD             USPSQD
 PL0053  HISTORY     - 20070612 GOOD             MIDT
 PL0053
 PL0053                          STATION DESCRIPTION
 PL0053
 PL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0053'6 MI E FROM GLADWIN.
 PL0053'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 PL0053'GLADWIN, GLADWN COUNTY, THENCE 4.7 MILES NORTH ALONG STATE
 PL0053'HIGHWAY 30, 0.8 MILE NORTH OF SUGAR RIVER, 100 FEET SOUTH OF A
 PL0053'SIDE ROAD LEADING WEST INTO WOODS, 40 FEET WEST OF THE CENTERLINE
 PL0053'OF THE HIGHWAY, AT A FENCE CORNER, AND LEVEL WITH THE ROADWAY.
 PL0053'A STANDARD DISK, STAMPED A 93 1934 AND SET IN THE TOP OF A CONCRETE
 PL0053'POST.
 PL0053
 PL0053                          STATION RECOVERY (1988)
 PL0053
 PL0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (DR)
 PL0053'RECOVERED IN GOOD CONDITION.
 PL0053
 PL0053                          STATION RECOVERY (1998)
 PL0053
 PL0053'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0053'RECOVERED IN GOOD CONDITION.
 PL0053
 PL0053                          STATION RECOVERY (2007)
 PL0053
 PL0053'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 PL0053'MARK IS PROTRUDING 20 CM (8 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 PL0053'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0438 ***********************************************************************
 OK0438  DESIGNATION -  A 95
 OK0438  PID         -  OK0438
 OK0438  STATE/COUNTY-  MI/LAKE
 OK0438  COUNTRY     -  US
 OK0438  USGS QUAD   -  MARLBOROUGH (2017)
 OK0438
 OK0438                         *CURRENT SURVEY CONTROL
 OK0438  ______________________________________________________________________
 OK0438* NAD 83(1986) POSITION- 43 51 27.     (N) 085 51 28.     (W)   SCALED
 OK0438* NAVD 88 ORTHO HEIGHT -   247.750 (meters)      812.83  (feet) ADJUSTED
 OK0438  ______________________________________________________________________
 OK0438  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 OK0438  DYNAMIC HEIGHT  -        247.707 (meters)      812.69  (feet) COMP
 OK0438  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 OK0438
 OK0438  VERT ORDER      -  SECOND    CLASS 0
 OK0438
 OK0438.The horizontal coordinates were scaled from a map and have
 OK0438.an estimated accuracy of +/- 6 seconds.
 OK0438
 OK0438.The orthometric height was determined by differential leveling and
 OK0438.adjusted by the NATIONAL GEODETIC SURVEY
 OK0438.in June 1991.
 OK0438
 OK0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0438.GEOID18 height accuracy estimate available here.
 OK0438
 OK0438.Click photographs - Photos may exist for this station.
 OK0438
 OK0438.The dynamic height is computed by dividing the NAVD 88
 OK0438.geopotential number by the normal gravity value computed on the
 OK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0438.degrees latitude (g = 980.6199 gals.).
 OK0438
 OK0438.The modeled gravity was interpolated from observed gravity values.
 OK0438
 OK0438;                    North         East    Units  Estimated Accuracy
 OK0438;SPC MI C     -    61,200.    5,880,110.      MT  (+/- 180 meters Scaled)
 OK0438
 OK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP917566(NAD 83)
 OK0438
 OK0438                          SUPERSEDED SURVEY CONTROL
 OK0438
 OK0438  NGVD 29 (??/??/92)  247.856  (m)          813.17   (f) ADJ UNCH    2 0
 OK0438
 OK0438.Superseded values are not recommended for survey control.
 OK0438
 OK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0438.See file dsdata.pdf to determine how the superseded data were derived.
 OK0438
 OK0438_MARKER: DB = BENCH MARK DISK
 OK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0438_STAMPING: A 95 1934
 OK0438_MARK LOGO: CGS
 OK0438_PROJECTION: PROJECTING 15 CENTIMETERS
 OK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0438+STABILITY: SURFACE MOTION
 OK0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0438+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2022
 OK0438
 OK0438  HISTORY     - Date     Condition        Report By
 OK0438  HISTORY     - 1934     MONUMENTED       CGS
 OK0438  HISTORY     - 1982     GOOD             USGS
 OK0438  HISTORY     - 1984     GOOD             USPSQD
 OK0438  HISTORY     - 19990930 GOOD             USPSQD
 OK0438  HISTORY     - 20031011 GOOD             USPSQD
 OK0438  HISTORY     - 20070908 GOOD             GEOCAC
 OK0438  HISTORY     - 20220316 GOOD             ROWEIN
 OK0438
 OK0438                          STATION DESCRIPTION
 OK0438
 OK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0438'2.6 MI S FROM BALDWIN.
 OK0438'2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0438'STATION AT BALDWIN, LAKE COUNTY, 48 FEET NORTHEAST OF A
 OK0438'SEMAPHORE, AT A GRAVEL-ROAD CROSSING 36 FEET NORTH OF THE
 OK0438'CENTERLINE OF THE ROAD, 24 FEET EAST OF THE EAST RAIL, 18 FEET
 OK0438'WEST OF A FENCE, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK,
 OK0438'STAMPED A 95 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0438'PROJECTING 8 INCHES ABOVE GROUND.
 OK0438
 OK0438                          STATION RECOVERY (1982)
 OK0438
 OK0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0438'2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0438'STATION AT BALDWIN, LAKE COUNTY, 35 FEET NORTH AND 31 FEET EAST OF
 OK0438'ROAD AT CROSSING, 4 FEET NORTHWEST OF POWER POLE, 1 FOOT SOUTH OF
 OK0438'NATIONAL FOREST SERVICE 4 X 4 WITNESS POST, A STANDARD DISK, STAMPED
 OK0438''A 95 1934' AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OK0438'ABOVE GROUND.
 OK0438
 OK0438                          STATION RECOVERY (1984)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0438'NO WITNESS POST. THE GRAVEL ROAD REFERED TO IN THE ORIGINAL
 OK0438'DESCRIPTION IS NOW BLACK- TOPPED AND IS DESIGNATED AS 72ND. STREET.
 OK0438'THE BENCH MARK IS IMMEDIATELY WEST OF THE ENTRANCE TO A SMALL PARKING
 OK0438'AREA WHICH IS EAST OF THE RY. TRACKS AND NORTH OF THE ROAD.
 OK0438
 OK0438                          STATION RECOVERY (1999)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0438'RECOVERED IN GOOD CONDITION.
 OK0438
 OK0438                          STATION RECOVERY (2003)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0438'RECOVERED IN GOOD CONDITION.
 OK0438
 OK0438                          STATION RECOVERY (2007)
 OK0438
 OK0438'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0438'RECOVERED IN GOOD CONDITION.
 OK0438
 OK0438                          STATION RECOVERY (2022)
 OK0438
 OK0438'RECOVERY NOTE BY ROWE INCORPORATED 2022 (GS)
 OK0438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0469 ***********************************************************************
 OK0469  DESIGNATION -  A 96
 OK0469  PID         -  OK0469
 OK0469  STATE/COUNTY-  MI/NEWAYGO
 OK0469  COUNTRY     -  US
 OK0469  USGS QUAD   -  WHITE CLOUD (2017)
 OK0469
 OK0469                         *CURRENT SURVEY CONTROL
 OK0469  ______________________________________________________________________
 OK0469* NAD 83(1986) POSITION- 43 32 21.     (N) 085 48 21.     (W)   SCALED
 OK0469* NAVD 88 ORTHO HEIGHT -   253.157 (meters)      830.57  (feet) ADJUSTED
 OK0469  ______________________________________________________________________
 OK0469  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 OK0469  DYNAMIC HEIGHT  -        253.104 (meters)      830.39  (feet) COMP
 OK0469  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 OK0469
 OK0469  VERT ORDER      -  SECOND    CLASS 0
 OK0469
 OK0469.The horizontal coordinates were scaled from a map and have
 OK0469.an estimated accuracy of +/- 6 seconds.
 OK0469
 OK0469.The orthometric height was determined by differential leveling and
 OK0469.adjusted by the NATIONAL GEODETIC SURVEY
 OK0469.in June 1991.
 OK0469
 OK0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0469.GEOID18 height accuracy estimate available here.
 OK0469
 OK0469.Click photographs - Photos may exist for this station.
 OK0469
 OK0469.The dynamic height is computed by dividing the NAVD 88
 OK0469.geopotential number by the normal gravity value computed on the
 OK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0469.degrees latitude (g = 980.6199 gals.).
 OK0469
 OK0469.The modeled gravity was interpolated from observed gravity values.
 OK0469
 OK0469;                    North         East    Units  Estimated Accuracy
 OK0469;SPC MI S     -   227,510.    3,883,690.      MT  (+/- 180 meters Scaled)
 OK0469
 OK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP964213(NAD 83)
 OK0469
 OK0469                          SUPERSEDED SURVEY CONTROL
 OK0469
 OK0469  NGVD 29 (??/??/92)  253.268  (m)          830.93   (f) ADJ UNCH    2 0
 OK0469
 OK0469.Superseded values are not recommended for survey control.
 OK0469
 OK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0469.See file dsdata.pdf to determine how the superseded data were derived.
 OK0469
 OK0469_MARKER: DB = BENCH MARK DISK
 OK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0469_STAMPING: A 96 1934
 OK0469_MARK LOGO: CGS
 OK0469_PROJECTION: PROJECTING 20 CENTIMETERS
 OK0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0469+STABILITY: SURFACE MOTION
 OK0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0469+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 OK0469
 OK0469  HISTORY     - Date     Condition        Report By
 OK0469  HISTORY     - 1934     MONUMENTED       CGS
 OK0469  HISTORY     - 1987     GOOD             USPSQD
 OK0469  HISTORY     - 19930928 GOOD             NGS
 OK0469  HISTORY     - 19960527 GOOD             USPSQD
 OK0469  HISTORY     - 20180529 GOOD             MIDT
 OK0469
 OK0469                          STATION DESCRIPTION
 OK0469
 OK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0469'2 MI W FROM WHITE CLOUD.
 OK0469'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0469'STATION AT WHITE CLOUD, NEWAYGO COUNTY,70 FEET SOUTHWEST OF
 OK0469'POLE 366, 46 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0469'20, 36 FEET NORTH OF THE NORTH RAIL, 46 FEET SOUTHWEST OF THE
 OK0469'SOUTHWEST END OF A ROW OF OAK TREES, AND 2 FEET HIGHER THAN
 OK0469'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 96 1934 AND
 OK0469'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0469'GROUND.
 OK0469
 OK0469                          STATION RECOVERY (1987)
 OK0469
 OK0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (RD)
 OK0469'RECOVERED IN GOOD CONDITION.
 OK0469
 OK0469                          STATION RECOVERY (1993)
 OK0469
 OK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OK0469'RECOVERED IN GOOD CONDITION.
 OK0469
 OK0469                          STATION RECOVERY (1996)
 OK0469
 OK0469'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0469'RECOVERED IN GOOD CONDITION.
 OK0469
 OK0469                          STATION RECOVERY (2018)
 OK0469
 OK0469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 OK0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0381 ***********************************************************************
 OK0381  DESIGNATION -  A 97
 OK0381  PID         -  OK0381
 OK0381  STATE/COUNTY-  MI/KENT
 OK0381  COUNTRY     -  US
 OK0381  USGS QUAD   -  SPARTA (2017)
 OK0381
 OK0381                         *CURRENT SURVEY CONTROL
 OK0381  ______________________________________________________________________
 OK0381* NAD 83(1986) POSITION- 43 11 46.     (N) 085 42 39.     (W)   SCALED
 OK0381* NAVD 88 ORTHO HEIGHT -   234.201 (meters)      768.37  (feet) ADJUSTED
 OK0381  ______________________________________________________________________
 OK0381  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 OK0381  DYNAMIC HEIGHT  -        234.145 (meters)      768.19  (feet) COMP
 OK0381  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 OK0381
 OK0381  VERT ORDER      -  SECOND    CLASS 0
 OK0381
 OK0381.The horizontal coordinates were scaled from a map and have
 OK0381.an estimated accuracy of +/- 6 seconds.
 OK0381
 OK0381.The orthometric height was determined by differential leveling and
 OK0381.adjusted by the NATIONAL GEODETIC SURVEY
 OK0381.in June 1991.
 OK0381
 OK0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0381.GEOID18 height accuracy estimate available here.
 OK0381
 OK0381.Click photographs - Photos may exist for this station.
 OK0381
 OK0381.The dynamic height is computed by dividing the NAVD 88
 OK0381.geopotential number by the normal gravity value computed on the
 OK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0381.degrees latitude (g = 980.6199 gals.).
 OK0381
 OK0381.The modeled gravity was interpolated from observed gravity values.
 OK0381
 OK0381;                    North         East    Units  Estimated Accuracy
 OK0381;SPC MI S     -   189,270.    3,890,760.      MT  (+/- 180 meters Scaled)
 OK0381
 OK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN047833(NAD 83)
 OK0381
 OK0381                          SUPERSEDED SURVEY CONTROL
 OK0381
 OK0381  NGVD 29 (??/??/92)  234.331  (m)          768.80   (f) ADJ UNCH    2 0
 OK0381
 OK0381.Superseded values are not recommended for survey control.
 OK0381
 OK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0381.See file dsdata.pdf to determine how the superseded data were derived.
 OK0381
 OK0381_MARKER: DB = BENCH MARK DISK
 OK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0381_STAMPING: A 97 1934
 OK0381_MARK LOGO: CGS
 OK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0381+STABILITY: SURFACE MOTION
 OK0381
 OK0381  HISTORY     - Date     Condition        Report By
 OK0381  HISTORY     - 1934     MONUMENTED       CGS
 OK0381  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0381  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0381  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0381
 OK0381                          STATION DESCRIPTION
 OK0381
 OK0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0381'2.5 MI S FROM KENT CITY.
 OK0381'2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0381'THE STATION AT KENT CITY, KENT COUNTY, AT A ROAD CROSSING,
 OK0381'37.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST
 OK0381'OF THE WEST RAIL, 28.3 FEET EAST OF THE CENTERLINE OF A
 OK0381'ROAD PARALLELING THE TRACK, 8 FEET NORTHEAST OF A HIGH-TENSION
 OK0381'POWER-TRANSMISSION LINE POLE, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0381'A STANDARD DISK, STAMPED A 97 1934 AND SET IN THE TOP OF A
 OK0381'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0381
 OK0381                          STATION RECOVERY (1967)
 OK0381
 OK0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0381'MARK NOT FOUND.
 OK0381
 OK0381                          STATION RECOVERY (1977)
 OK0381
 OK0381'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0381'MARK NOT FOUND.
 OK0381
 OK0381                          STATION RECOVERY (1987)
 OK0381
 OK0381'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0683 ***********************************************************************
 NF0683  DESIGNATION -  A 98
 NF0683  PID         -  NF0683
 NF0683  STATE/COUNTY-  MI/ALLEGAN
 NF0683  COUNTRY     -  US
 NF0683  USGS QUAD   -  WAYLAND (2017)
 NF0683
 NF0683                         *CURRENT SURVEY CONTROL
 NF0683  ______________________________________________________________________
 NF0683* NAD 83(1986) POSITION- 42 44 26.     (N) 085 39 52.     (W)   SCALED
 NF0683* NAVD 88 ORTHO HEIGHT -   245.963 (meters)      806.96  (feet) ADJUSTED
 NF0683  ______________________________________________________________________
 NF0683  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 NF0683  DYNAMIC HEIGHT  -        245.895 (meters)      806.74  (feet) COMP
 NF0683  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 NF0683
 NF0683  VERT ORDER      -  SECOND    CLASS 0
 NF0683
 NF0683.The horizontal coordinates were scaled from a map and have
 NF0683.an estimated accuracy of +/- 6 seconds.
 NF0683
 NF0683.The orthometric height was determined by differential leveling and
 NF0683.adjusted by the NATIONAL GEODETIC SURVEY
 NF0683.in June 1991.
 NF0683
 NF0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0683.GEOID18 height accuracy estimate available here.
 NF0683
 NF0683.Click photographs - Photos may exist for this station.
 NF0683
 NF0683.The dynamic height is computed by dividing the NAVD 88
 NF0683.geopotential number by the normal gravity value computed on the
 NF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0683.degrees latitude (g = 980.6199 gals.).
 NF0683
 NF0683.The modeled gravity was interpolated from observed gravity values.
 NF0683
 NF0683;                    North         East    Units  Estimated Accuracy
 NF0683;SPC MI S     -   138,620.    3,893,750.      MT  (+/- 180 meters Scaled)
 NF0683
 NF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN093328(NAD 83)
 NF0683
 NF0683                          SUPERSEDED SURVEY CONTROL
 NF0683
 NF0683  NGVD 29 (??/??/92)  246.092  (m)          807.39   (f) ADJ UNCH    2 0
 NF0683
 NF0683.Superseded values are not recommended for survey control.
 NF0683
 NF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0683.See file dsdata.pdf to determine how the superseded data were derived.
 NF0683
 NF0683_MARKER: DB = BENCH MARK DISK
 NF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0683_STAMPING: A 98 1934 807.308
 NF0683_MARK LOGO: CGS
 NF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0683+STABILITY: SURFACE MOTION
 NF0683
 NF0683  HISTORY     - Date     Condition        Report By
 NF0683  HISTORY     - 1934     MONUMENTED       CGS
 NF0683  HISTORY     - 1948     GOOD             CGS
 NF0683  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0683
 NF0683                          STATION DESCRIPTION
 NF0683
 NF0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0683'AT MOLINE.
 NF0683'AT MOLINE, ALONG THE PENNSYLVANIA RAILROAD, 55 FEET NORTH OF
 NF0683'THE NORTHEAST CORNER OF THE RAILROAD STATION, 30 FEET NORTH OF
 NF0683'THE CENTER LINE OF AN EAST-WEST STREET, 19 FEET WEST OF THE WEST
 NF0683'RAIL, 3 FEET NORTHEAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE
 NF0683'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 NF0683'OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0683
 NF0683                          STATION RECOVERY (1983)
 NF0683
 NF0683'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0303 ***********************************************************************
 OK0303  DESIGNATION -  A 99
 OK0303  PID         -  OK0303
 OK0303  STATE/COUNTY-  MI/KENT
 OK0303  COUNTRY     -  US
 OK0303  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0303
 OK0303                         *CURRENT SURVEY CONTROL
 OK0303  ______________________________________________________________________
 OK0303* NAD 83(1986) POSITION- 43 12 08.     (N) 085 18 44.     (W)   SCALED
 OK0303* NAVD 88 ORTHO HEIGHT -   257.203 (meters)      843.84  (feet) ADJUSTED
 OK0303  ______________________________________________________________________
 OK0303  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 OK0303  DYNAMIC HEIGHT  -        257.148 (meters)      843.66  (feet) COMP
 OK0303  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 OK0303
 OK0303  VERT ORDER      -  SECOND    CLASS 0
 OK0303
 OK0303.The horizontal coordinates were scaled from a map and have
 OK0303.an estimated accuracy of +/- 6 seconds.
 OK0303
 OK0303.The orthometric height was determined by differential leveling and
 OK0303.adjusted by the NATIONAL GEODETIC SURVEY
 OK0303.in June 1991.
 OK0303
 OK0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0303.GEOID18 height accuracy estimate available here.
 OK0303
 OK0303.Click photographs - Photos may exist for this station.
 OK0303
 OK0303.The dynamic height is computed by dividing the NAVD 88
 OK0303.geopotential number by the normal gravity value computed on the
 OK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0303.degrees latitude (g = 980.6199 gals.).
 OK0303
 OK0303.The modeled gravity was interpolated from observed gravity values.
 OK0303
 OK0303;                    North         East    Units  Estimated Accuracy
 OK0303;SPC MI S     -   189,510.    3,923,160.      MT  (+/- 180 meters Scaled)
 OK0303
 OK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN371846(NAD 83)
 OK0303
 OK0303                          SUPERSEDED SURVEY CONTROL
 OK0303
 OK0303  NGVD 29 (??/??/92)  257.336  (m)          844.28   (f) ADJ UNCH    2 0
 OK0303
 OK0303.Superseded values are not recommended for survey control.
 OK0303
 OK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0303.See file dsdata.pdf to determine how the superseded data were derived.
 OK0303
 OK0303_MARKER: DB = BENCH MARK DISK
 OK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0303_STAMPING: A 99 1934
 OK0303_MARK LOGO: CGS
 OK0303_PROJECTION: FLUSH
 OK0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0303+STABILITY: SURFACE MOTION
 OK0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0303+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 OK0303
 OK0303  HISTORY     - Date     Condition        Report By
 OK0303  HISTORY     - 1934     MONUMENTED       CGS
 OK0303  HISTORY     - 20070628 GOOD             MIDT
 OK0303  HISTORY     - 20080513 GOOD             MIDT
 OK0303  HISTORY     - 20250722 GOOD             MIDT
 OK0303
 OK0303                          STATION DESCRIPTION
 OK0303
 OK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0303'2.3 MI NE FROM LINCOLN LAKE.
 OK0303'2.3 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0303'AT LINCOLN LAKE, 42 FEET WEST OF THE CENTER OF A LANE CROSSING,
 OK0303'32 FEET NORTH OF THE NORTH RAIL, 59 FEET WEST OF A 20-INCH OAK
 OK0303'TREE MARKED U.S. 844.2, 12 FEET SOUTH OF A FENCE AND 2 FEET
 OK0303'HIGHER THAN TOP OF RAIL.  A STANDARD DISK, STAMPED A 99 1934
 OK0303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0303'GROUND.
 OK0303
 OK0303                          STATION RECOVERY (2007)
 OK0303
 OK0303'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0303'TO REACH THE STATION FROM THE INTERSECTION OF M-57 AND M-91 IN
 OK0303'GREENVILLE GO 2.9 MI (4.7 KM) WEST ON M-57 TO THE INTERSECTION OF M-57
 OK0303'AND MONTCALM ROAD, GO 1.7 MI (2.7 KM) NORTH ON MONTCALM ROAD, THE
 OK0303'STATION ON THE WEST OF MONTCALM ROAD.
 OK0303'
 OK0303'THE STATION IS 313 FT (95.4 M) SOUTH OF THE EXTENDED CENTERLINE OF A
 OK0303'DRIVEWAY LEADING TO 6213 MONTCALM ROAD, 63 FT (19.2 M) NORTH OF THE
 OK0303'EXTENDED CENTERLINE OF A DRIVEWAY LEADING TO 6245 MONTCALM ROAD, 32.7
 OK0303'FT (10.0 M) WEST IF THE CENTERLINE OF MONTCALM ROAD.
 OK0303
 OK0303                          STATION RECOVERY (2008)
 OK0303
 OK0303'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (RCZ)
 OK0303'RECOVERED AS DESCRIBED
 OK0303
 OK0303                          STATION RECOVERY (2025)
 OK0303
 OK0303'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0242 ***********************************************************************
 QK0242  DESIGNATION -  A O A
 QK0242  PID         -  QK0242
 QK0242  STATE/COUNTY-  MI/MACKINAC
 QK0242  COUNTRY     -  US
 QK0242  USGS QUAD   -  SAINT IGNACE (2017)
 QK0242
 QK0242                         *CURRENT SURVEY CONTROL
 QK0242  ______________________________________________________________________
 QK0242* NAD 83(1986) POSITION- 45 51 53.     (N) 084 43 08.     (W)   SCALED
 QK0242* NAVD 88 ORTHO HEIGHT -   180.058 (meters)      590.74  (feet) ADJUSTED
 QK0242  ______________________________________________________________________
 QK0242  GEOID HEIGHT    -        -35.392 (meters)                     GEOID18
 QK0242  DYNAMIC HEIGHT  -        180.065 (meters)      590.76  (feet) COMP
 QK0242  MODELED GRAVITY -    980,649.4   (mgal)                       NAVD 88
 QK0242
 QK0242  VERT ORDER      -  FIRST     CLASS II
 QK0242
 QK0242.The horizontal coordinates were scaled from a map and have
 QK0242.an estimated accuracy of +/- 6 seconds.
 QK0242
 QK0242.The orthometric height was determined by differential leveling and
 QK0242.adjusted by the NATIONAL GEODETIC SURVEY
 QK0242.in June 1991.
 QK0242
 QK0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0242.GEOID18 height accuracy estimate available here.
 QK0242
 QK0242.Click photographs - Photos may exist for this station.
 QK0242
 QK0242.The dynamic height is computed by dividing the NAVD 88
 QK0242.geopotential number by the normal gravity value computed on the
 QK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0242.degrees latitude (g = 980.6199 gals.).
 QK0242
 QK0242.The modeled gravity was interpolated from observed gravity values.
 QK0242
 QK0242;                    North         East    Units  Estimated Accuracy
 QK0242;SPC MI N     -   122,740.    8,177,100.      MT  (+/- 180 meters Scaled)
 QK0242
 QK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR770815(NAD 83)
 QK0242
 QK0242                          SUPERSEDED SURVEY CONTROL
 QK0242
 QK0242  NGVD 29 (??/??/92)  180.102  (m)          590.88   (f) ADJ UNCH    1 2
 QK0242
 QK0242.Superseded values are not recommended for survey control.
 QK0242
 QK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0242.See file dsdata.pdf to determine how the superseded data were derived.
 QK0242
 QK0242_MARKER: Q = CHISELED SQUARE
 QK0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0242_SP_SET: PLATFORM
 QK0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0242
 QK0242  HISTORY     - Date     Condition        Report By
 QK0242  HISTORY     - UNK      MONUMENTED       SOORR
 QK0242  HISTORY     - 1934     GOOD             CGS
 QK0242  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0242
 QK0242                          STATION DESCRIPTION
 QK0242
 QK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0242'AT ST IGNACE.
 QK0242'AT ST. IGNACE, MACKINAC COUNTY, 77 YARDS WEST OF THE DULUTH.
 QK0242'SOUTH SHORE AND ATLANTIC RAILWAY STATION, AT THE SOUTHEAST
 QK0242'CORNER OF THE CONCRETE PLATFORM, AND 2 INCHES NORTH OF THE
 QK0242'NORTHEAST CORNER OF THE STATION.  THE HIGH POINT OF A CHISELED
 QK0242'SQUARE.
 QK0242
 QK0242                          STATION RECOVERY (2002)
 QK0242
 QK0242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0076 ***********************************************************************
 RK0076  DESIGNATION -  AA
 RK0076  PID         -  RK0076
 RK0076  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0076  COUNTRY     -  US
 RK0076  USGS QUAD   -  CREIGHTON (2017)
 RK0076
 RK0076                         *CURRENT SURVEY CONTROL
 RK0076  ______________________________________________________________________
 RK0076* NAD 83(1986) POSITION- 46 21 34.     (N) 086 16 56.     (W)   SCALED
 RK0076* NAVD 88 ORTHO HEIGHT -   246.851 (meters)      809.88  (feet) ADJUSTED
 RK0076  ______________________________________________________________________
 RK0076  GEOID HEIGHT    -        -35.118 (meters)                     GEOID18
 RK0076  DYNAMIC HEIGHT  -        246.868 (meters)      809.93  (feet) COMP
 RK0076  MODELED GRAVITY -    980,677.0   (mgal)                       NAVD 88
 RK0076
 RK0076  VERT ORDER      -  SECOND    CLASS 0
 RK0076
 RK0076.The horizontal coordinates were scaled from a map and have
 RK0076.an estimated accuracy of +/- 6 seconds.
 RK0076
 RK0076.The orthometric height was determined by differential leveling and
 RK0076.adjusted by the NATIONAL GEODETIC SURVEY
 RK0076.in June 1991.
 RK0076
 RK0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0076.GEOID18 height accuracy estimate available here.
 RK0076
 RK0076.Click photographs - Photos may exist for this station.
 RK0076
 RK0076.The dynamic height is computed by dividing the NAVD 88
 RK0076.geopotential number by the normal gravity value computed on the
 RK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0076.degrees latitude (g = 980.6199 gals.).
 RK0076
 RK0076.The modeled gravity was interpolated from observed gravity values.
 RK0076
 RK0076;                    North         East    Units  Estimated Accuracy
 RK0076;SPC MI N     -   175,430.    8,055,230.      MT  (+/- 180 meters Scaled)
 RK0076
 RK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES552342(NAD 83)
 RK0076
 RK0076                          SUPERSEDED SURVEY CONTROL
 RK0076
 RK0076  NGVD 29 (??/??/92)  246.813  (m)          809.75   (f) ADJ UNCH    2 0
 RK0076
 RK0076.Superseded values are not recommended for survey control.
 RK0076
 RK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0076.See file dsdata.pdf to determine how the superseded data were derived.
 RK0076
 RK0076_MARKER: N = NAIL
 RK0076_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RK0076_SP_SET: BEECH TREE
 RK0076_MARK LOGO: CGS
 RK0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0076
 RK0076  HISTORY     - Date     Condition        Report By
 RK0076  HISTORY     - 1964     MONUMENTED       CGS
 RK0076  HISTORY     - 1964     GOOD             CGS
 RK0076
 RK0076                          STATION DESCRIPTION
 RK0076
 RK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0076'1.1 MI N FROM CREIGHTON.
 RK0076'BENCH MARK AA IS A NAIL AND WASHER IN A NOTCH CUT IN THE TIP
 RK0076'OF A ROOT ON THE SOUTHWEST SIDE OF AN 18-INCH BEECH TREE, 16.6
 RK0076'FEET SOUTHWEST OF E 193 1964.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0085 ***********************************************************************
 RK0085  DESIGNATION -  AB
 RK0085  PID         -  RK0085
 RK0085  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0085  COUNTRY     -  US
 RK0085  USGS QUAD   -  CUSINO (2017)
 RK0085
 RK0085                         *CURRENT SURVEY CONTROL
 RK0085  ______________________________________________________________________
 RK0085* NAD 83(1986) POSITION- 46 25 35.     (N) 086 21 43.     (W)   SCALED
 RK0085* NAVD 88 ORTHO HEIGHT -   277.506 (meters)      910.45  (feet) ADJUSTED
 RK0085  ______________________________________________________________________
 RK0085  GEOID HEIGHT    -        -35.227 (meters)                     GEOID18
 RK0085  DYNAMIC HEIGHT  -        277.524 (meters)      910.51  (feet) COMP
 RK0085  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 RK0085
 RK0085  VERT ORDER      -  SECOND    CLASS 0
 RK0085
 RK0085.The horizontal coordinates were scaled from a map and have
 RK0085.an estimated accuracy of +/- 6 seconds.
 RK0085
 RK0085.The orthometric height was determined by differential leveling and
 RK0085.adjusted by the NATIONAL GEODETIC SURVEY
 RK0085.in June 1991.
 RK0085
 RK0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0085.GEOID18 height accuracy estimate available here.
 RK0085
 RK0085.Click photographs - Photos may exist for this station.
 RK0085
 RK0085.The dynamic height is computed by dividing the NAVD 88
 RK0085.geopotential number by the normal gravity value computed on the
 RK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0085.degrees latitude (g = 980.6199 gals.).
 RK0085
 RK0085.The modeled gravity was interpolated from observed gravity values.
 RK0085
 RK0085;                    North         East    Units  Estimated Accuracy
 RK0085;SPC MI N     -   182,810.    8,049,040.      MT  (+/- 180 meters Scaled)
 RK0085
 RK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES490416(NAD 83)
 RK0085
 RK0085                          SUPERSEDED SURVEY CONTROL
 RK0085
 RK0085  NGVD 29 (??/??/92)  277.464  (m)          910.31   (f) ADJ UNCH    2 0
 RK0085
 RK0085.Superseded values are not recommended for survey control.
 RK0085
 RK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0085.See file dsdata.pdf to determine how the superseded data were derived.
 RK0085
 RK0085_MARKER: N = NAIL
 RK0085_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RK0085_SP_SET: 30 INCH MAPLE TREE
 RK0085_MARK LOGO: CGS
 RK0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0085
 RK0085  HISTORY     - Date     Condition        Report By
 RK0085  HISTORY     - 1964     MONUMENTED       CGS
 RK0085  HISTORY     - 1964     GOOD             CGS
 RK0085
 RK0085                          STATION DESCRIPTION
 RK0085
 RK0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0085'8 MI N FROM CREIGHTON.
 RK0085'BENCH MARK AB IS A NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF A
 RK0085'LARGE ROOT ON THE SOUTH SIDE OF A 30-INCH MAPLE TREE, 18.3 FEET
 RK0085'SOUTH OF TT 45 T (USGS).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0092 ***********************************************************************
 RK0092  DESIGNATION -  AC
 RK0092  PID         -  RK0092
 RK0092  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0092  COUNTRY     -  US
 RK0092  USGS QUAD   -  CUSINO (2017)
 RK0092
 RK0092                         *CURRENT SURVEY CONTROL
 RK0092  ______________________________________________________________________
 RK0092* NAD 83(1986) POSITION- 46 28 41.     (N) 086 19 15.     (W)   SCALED
 RK0092* NAVD 88 ORTHO HEIGHT -   275.286 (meters)      903.17  (feet) ADJUSTED
 RK0092  ______________________________________________________________________
 RK0092  GEOID HEIGHT    -        -35.352 (meters)                     GEOID18
 RK0092  DYNAMIC HEIGHT  -        275.303 (meters)      903.22  (feet) COMP
 RK0092  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RK0092
 RK0092  VERT ORDER      -  SECOND    CLASS 0
 RK0092
 RK0092.The horizontal coordinates were scaled from a map and have
 RK0092.an estimated accuracy of +/- 6 seconds.
 RK0092
 RK0092.The orthometric height was determined by differential leveling and
 RK0092.adjusted by the NATIONAL GEODETIC SURVEY
 RK0092.in June 1991.
 RK0092
 RK0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0092.GEOID18 height accuracy estimate available here.
 RK0092
 RK0092.Click photographs - Photos may exist for this station.
 RK0092
 RK0092.The dynamic height is computed by dividing the NAVD 88
 RK0092.geopotential number by the normal gravity value computed on the
 RK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0092.degrees latitude (g = 980.6199 gals.).
 RK0092
 RK0092.The modeled gravity was interpolated from observed gravity values.
 RK0092
 RK0092;                    North         East    Units  Estimated Accuracy
 RK0092;SPC MI N     -   188,580.    8,052,150.      MT  (+/- 180 meters Scaled)
 RK0092
 RK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES521473(NAD 83)
 RK0092
 RK0092                          SUPERSEDED SURVEY CONTROL
 RK0092
 RK0092  NGVD 29 (??/??/92)  275.244  (m)          903.03   (f) ADJ UNCH    2 0
 RK0092
 RK0092.Superseded values are not recommended for survey control.
 RK0092
 RK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0092.See file dsdata.pdf to determine how the superseded data were derived.
 RK0092
 RK0092_MARKER: N = NAIL
 RK0092_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RK0092_SP_SET: 30 INCH MAPLE TREE
 RK0092_MARK LOGO: CGS
 RK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0092
 RK0092  HISTORY     - Date     Condition        Report By
 RK0092  HISTORY     - 1964     MONUMENTED       CGS
 RK0092  HISTORY     - 1964     GOOD             CGS
 RK0092
 RK0092                          STATION DESCRIPTION
 RK0092
 RK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0092'13 MI N FROM CREIGHTON.
 RK0092'BENCH MARK AC IS A NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF
 RK0092'A ROOT ON THE WEST SIDE OF A 30-INCH MAPLE TREE, 18 FEET SOUTHWEST
 RK0092'OF 53WR (USGS)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1741 ***********************************************************************
 DS1741  CBN         -  This is a Cooperative Base Network Control Station.
 DS1741  PACS        -  This is a Primary Airport Control Station.
 DS1741  DESIGNATION -  ACB C RESET 1994
 DS1741  PID         -  DS1741
 DS1741  STATE/COUNTY-  MI/ANTRIM
 DS1741  COUNTRY     -  US
 DS1741  USGS QUAD   -  BELLAIRE (2017)
 DS1741
 DS1741                         *CURRENT SURVEY CONTROL
 DS1741  ______________________________________________________________________
 DS1741* NAD 83(2011) POSITION- 44 59 25.95457(N) 085 11 46.83662(W)   ADJUSTED
 DS1741* NAD 83(2011) ELLIP HT-   154.089 (meters)        (06/27/12)   ADJUSTED
 DS1741* NAD 83(2011) EPOCH   -  2010.00
 DS1741* NAVD 88 ORTHO HEIGHT -   188.48  (meters)      618.4   (feet) GPS OBS
 DS1741  ______________________________________________________________________
 DS1741  NAVD 88 orthometric height was determined with geoid model    GEOID93
 DS1741  GEOID HEIGHT    -        -33.987 (meters)                     GEOID93
 DS1741  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 DS1741  NAD 83(2011) X  -    378,380.906 (meters)                     COMP
 DS1741  NAD 83(2011) Y  - -4,502,571.994 (meters)                     COMP
 DS1741  NAD 83(2011) Z  -  4,486,714.132 (meters)                     COMP
 DS1741  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 DS1741
 DS1741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1741  Standards:
 DS1741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1741  -------------------------------------------------------------------
 DS1741  NETWORK    1.40   3.74           0.65   0.46   1.91     -0.09508930
 DS1741  -------------------------------------------------------------------
 DS1741  Click here for local accuracies and other accuracy information.
 DS1741
 DS1741.This mark is at Antrim County Airport (ACB)
 DS1741
 DS1741.The horizontal coordinates were established by GPS observations
 DS1741.and adjusted by the National Geodetic Survey in June 2012.
 DS1741
 DS1741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1741.been affixed to the stable North American tectonic plate. See 
 DS1741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1741
 DS1741.The horizontal coordinates are valid at the epoch date displayed above
 DS1741.which is a decimal equivalence of Year/Month/Day.
 DS1741
 DS1741.The orthometric height was determined by GPS observations and a
 DS1741.high-resolution geoid model.
 DS1741
 DS1741.GPS derived orthometric heights for airport stations designated as
 DS1741.PACS or SACS are published to 2 decimal places.  This maintains
 DS1741.centimeter relative accuracy between the PACS and SACS.  It does
 DS1741.not indicate centimeter accuracy relative to other marks which are
 DS1741.part of the published vertical control network.
 DS1741
 DS1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1741.GEOID18 height accuracy estimate available here.
 DS1741
 DS1741.Click photographs - Photos may exist for this station.
 DS1741
 DS1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1741
 DS1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1741
 DS1741.The ellipsoidal height was determined by GPS observations
 DS1741.and is referenced to NAD 83.
 DS1741
 DS1741. The following values were computed from the NAD 83(2011) position.
 DS1741
 DS1741;                    North         East     Units Scale Factor Converg.
 DS1741;SPC MI C     -   186,335.573 5,934,578.677   MT  0.99991304   -0 35 09.9
 DS1741;SPC MI C     -   611,337.18 19,470,402.48   iFT  0.99991304   -0 35 09.9
 DS1741;UTM  16      - 4,983,482.264   642,179.148   MT  0.99984857   +1 16 31.4
 DS1741
 DS1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1741!SPC MI C     -   0.99997584  x   0.99991304  =   0.99988888
 DS1741!UTM  16      -   0.99997584  x   0.99984857  =   0.99982442
 DS1741
 DS1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4217983482(NAD 83)
 DS1741
 DS1741                          SUPERSEDED SURVEY CONTROL
 DS1741
 DS1741  NAD 83(2007)-  44 59 25.95484(N)    085 11 46.83756(W) AD(2002.00) 0
 DS1741  ELLIP H (02/10/07)  154.114  (m)                       GP(2002.00)    
 DS1741  ELLIP H (07/12/02)  154.119  (m)                       GP(       ) 4 2
 DS1741  NAD 83(1994)-  44 59 25.95482(N)    085 11 46.83784(W) AD(       ) B
 DS1741  ELLIP H (09/20/95)  154.129  (m)                       GP(       ) 1 2
 DS1741
 DS1741.Superseded values are not recommended for survey control.
 DS1741
 DS1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1741.See file dsdata.pdf to determine how the superseded data were derived.
 DS1741
 DS1741_MARKER: F = FLANGE-ENCASED ROD
 DS1741_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1741_STAMPING: ACB C 1994
 DS1741_MARK LOGO: NGS
 DS1741_PROJECTION: FLUSH
 DS1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1741+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2023
 DS1741_ROD/PIPE-DEPTH: 23.8 meters
 DS1741_SLEEVE-DEPTH  : 1.2 meters
 DS1741
 DS1741  HISTORY     - Date     Condition        Report By
 DS1741  HISTORY     - 1978     MONUMENTED       NGS
 DS1741  HISTORY     - 19870815 GOOD             NGS
 DS1741  HISTORY     - 20010801 GOOD             NGS
 DS1741  HISTORY     - 20040525 GOOD             ROWEIN
 DS1741  HISTORY     - 20230630 GOOD             WILWRK
 DS1741
 DS1741                          STATION DESCRIPTION
 DS1741
 DS1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CFS)
 DS1741'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 2
 DS1741'KM (1.25 MI) NORTHEAST OF BELLAIRE, AT THE ANTRIM COUNTY AIRPORT, IN
 DS1741'THE PARALLEL MEDIAN, AT A TAXI CROSSING, IN THE SOUTHEAST 1/4 OF
 DS1741'SECTION 18, T 30 N, R 7 W.  OWNERSHIP--ANTRIM COUNTY, ROUTE 2, BOX
 DS1741'256, BELLAIRE, MI 49615.  AIRPORT MANAGER IS JOHN STREHL, PHONE
 DS1741'616-533-8524.  TO REACH FROM THE JUNCTION OF CAYUGA AND BRIDGE STREETS
 DS1741'AT THE SOUTH END OF THE BUSINESS DISTRICT IN BELLAIRE (STATE HIGHWAY
 DS1741'88 MAKES RIGHT ANGLE TURN) , GO EAST ON CAYUGA STREET (HIGHWAY 88) FOR
 DS1741'0.87 KM (0.55 MI) TO A FORK AT STOP LIGHT.  KEEP LEFT, EAST, ON CAYUGA
 DS1741'STREET FOR 0.47 KM (0.30 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH,
 DS1741'ON FAIRGROUNDS ROAD FOR 1.01 KM (0.60 MI) TO THE NORTH AIRPORT
 DS1741'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, ON ROAD FOR 0.10 KM (0.05 MI)
 DS1741'TO AN UNLOCKED GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE.  PASS
 DS1741'THROUGH GATE, THEN TURN RIGHT, NORTHEAST, ON THE GENERAL AVIATION TAXI
 DS1741'FOR 0.77 KM (0.45 MI) TO THE PARALLEL (ALPHA) TAXI.  CONTINUE AHEAD ON
 DS1741'TAXI FOR 40 M (131.2 FT) TO THE RUNWAY HOLD LINE AND THE STATION ON
 DS1741'THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 30.4 M
 DS1741'(99.7 FT) WEST-NORTHWEST OF THE EDGE OF ALPHA TAXI, 70.2 M (230.3 FT)
 DS1741'EAST-SOUTHEAST OF THE RUNWAY EDGE, 26.9 M (88.3 FT) SOUTH-SOUTHWEST OF
 DS1741'THE TAXI EDGE, 18.1 M (59.4 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF
 DS1741'THE ILLUMINATED C SIGN, AND 28.3 M (92.8 FT) WEST-SOUTHWEST OF THE
 DS1741'CURVED PAVEMENT EDGE. DESCRIBED BY G.R.  HEID.
 DS1741
 DS1741                          STATION RECOVERY (1987)
 DS1741
 DS1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DS1741'STATION ACB C 1978 IS A STANDARD CGS TOPO DISK STAMPED ACB C 1978 SET
 DS1741'IN CONCRETE FLUSH WITH THE GROUND.  THE MARK IS LOCATED ON THE WEST
 DS1741'SIDE OF, AND NEAR, RUNWAY END 20.  THE MARK IS ON RANGE WEST WITH THE
 DS1741'SIXTH RUNWAY LIGHT SOUTH FROM RUNWAY END 20, 223.9 FT (68.2 M)
 DS1741'NORTHWEST OF RUNWAY LIGHT 7, 222.9 FT (67.9 M) SOUTHWEST FROM RUNWAY
 DS1741'LIGHT 5, 115.0 FT (35.1 M) WEST OF THE WEST EDGE OF RUNWAY 2-20 AND
 DS1741'105.0 FT (32.0 M) WEST OF RUNWAY LIGHT 6.
 DS1741
 DS1741                          STATION RECOVERY (2001)
 DS1741
 DS1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DS1741'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 DS1741
 DS1741                          STATION RECOVERY (2004)
 DS1741
 DS1741'RECOVERY NOTE BY ROWE INCORPORATED 2004 (SS)
 DS1741'RECOVERED IN GOOD CONDITION.
 DS1741
 DS1741                          STATION RECOVERY (2023)
 DS1741
 DS1741'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 DS1741'THE MARK IS LOCATED ABOUT 2 KM (1.2 MI) NORTHEAST OF BELLAIRE, AT THE
 DS1741'ANTRIM COUNTY AIRPORT, IN THE PARALLEL MEDIAN, AT A TAXI CROSSING, IN
 DS1741'THE SOUTHEAST 1/4 OF SECTION 18, T 30 N, R 7 W. OWNERSHIP--ANTRIM
 DS1741'COUNTY, ROUTE 2, BOX 256, BELLAIRE, MI 49615.  AIRPORT MANAGER PHONE
 DS1741'231-533-8524.
 DS1741'
 DS1741'TO REACH FROM THE JUNCTION OF CAYUGA AND BRIDGE STREETS AT THE SOUTH
 DS1741'END OF THE BUSINESS DISTRICT IN BELLAIRE (STATE HIGHWAY 88 MAKES RIGHT
 DS1741'ANGLE TURN), GO EAST ON CAYUGA STREET (HIGHWAY 88) FOR 0.87 KM (0.54
 DS1741'MI) TO A FORK AT STOP LIGHT.  KEEP LEFT, EAST, ON CAYUGA STREET FOR
 DS1741'0.47 KM (0.29 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON
 DS1741'FAIRGROUNDS ROAD FOR 1.01 KM (0.63 MI) TO THE NORTH AIRPORT ENTRANCE
 DS1741'ON THE LEFT.  TURN LEFT, WEST, ON ROAD FOR 0.10 KM (0.06 MI) TO AN
 DS1741'UNLOCKED GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE.  PASS THROUGH
 DS1741'GATE, THEN TURN RIGHT, NORTHEAST, ON THE GENERAL AVIATION TAXI FOR
 DS1741'0.77 KM (0.48 MI) TO THE PARALLEL (ALPHA) TAXI.  CONTINUE AHEAD ON
 DS1741'TAXI FOR 40 M (131.2 FT) TO THE RUNWAY HOLD LINE AND THE STATION ON
 DS1741'THE LEFT.  THE MARK IS LOCATED ON THE WEST SIDE OF AND NEAR, RUNWAY
 DS1741'END 20.
 DS1741'
 DS1741'ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 30.4 M (99.7 FT)
 DS1741'(99.7 FT) WEST-NORTHWEST OF THE EDGE OF ALPHA TAXI, 70.2 M (230.3 FT)
 DS1741'EAST-SOUTHEAST OF THE RUNWAY EDGE, 26.9 M (88.3 FT) SOUTH-SOUTHWEST OF
 DS1741'THE TAXI EDGE, 18.1 M (59.4 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF
 DS1741'THE ILLUMINATED C SIGN AND 28.3 M (92.8 FT) WEST-SOUTHWEST OF THE
 DS1741'CURVED PAVEMENT EDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0084 ***********************************************************************
 RJ0084  DESIGNATION -  ACCESS
 RJ0084  PID         -  RJ0084
 RJ0084  STATE/COUNTY-  MI/CHIPPEWA
 RJ0084  COUNTRY     -  US
 RJ0084  USGS QUAD   -  PICKFORD (2017)
 RJ0084
 RJ0084                         *CURRENT SURVEY CONTROL
 RJ0084  ______________________________________________________________________
 RJ0084* NAD 83(1986) POSITION- 46 12 05.     (N) 084 18 02.     (W)   SCALED
 RJ0084* NAVD 88 ORTHO HEIGHT -   186.349 (meters)      611.38  (feet) ADJUSTED
 RJ0084  ______________________________________________________________________
 RJ0084  GEOID HEIGHT    -        -36.328 (meters)                     GEOID18
 RJ0084  DYNAMIC HEIGHT  -        186.357 (meters)      611.41  (feet) COMP
 RJ0084  MODELED GRAVITY -    980,654.5   (mgal)                       NAVD 88
 RJ0084
 RJ0084  VERT ORDER      -  FIRST     CLASS 0
 RJ0084
 RJ0084.The horizontal coordinates were scaled from a map and have
 RJ0084.an estimated accuracy of +/- 6 seconds.
 RJ0084
 RJ0084.The orthometric height was determined by differential leveling and
 RJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0084.in June 1991.
 RJ0084
 RJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0084.GEOID18 height accuracy estimate available here.
 RJ0084
 RJ0084.Click photographs - Photos may exist for this station.
 RJ0084
 RJ0084.The dynamic height is computed by dividing the NAVD 88
 RJ0084.geopotential number by the normal gravity value computed on the
 RJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0084.degrees latitude (g = 980.6199 gals.).
 RJ0084
 RJ0084.The modeled gravity was interpolated from observed gravity values.
 RJ0084
 RJ0084;                    North         East    Units  Estimated Accuracy
 RJ0084;SPC MI N     -   161,160.    8,208,290.      MT  (+/- 180 meters Scaled)
 RJ0084
 RJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS082199(NAD 83)
 RJ0084
 RJ0084                          SUPERSEDED SURVEY CONTROL
 RJ0084
 RJ0084  NGVD 29 (??/??/92)  186.32   (m)          611.3    (f) COMPUTED    1 0
 RJ0084
 RJ0084.Superseded values are not recommended for survey control.
 RJ0084
 RJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0084
 RJ0084_MARKER: Z = SEE DESCRIPTION
 RJ0084_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0084+WITH SETTING: INTO GROUND
 RJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0084+STABILITY: SURFACE MOTION
 RJ0084
 RJ0084  HISTORY     - Date     Condition        Report By
 RJ0084  HISTORY     - 1971     MONUMENTED       NONE
 RJ0084  HISTORY     - 1972     GOOD             USLS
 RJ0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0084
 RJ0084                          STATION DESCRIPTION
 RJ0084
 RJ0084'DESCRIBED BY US LAKE SURVEY 1972
 RJ0084'6.8 MI S FROM BARBEAU.
 RJ0084'ACCESS IS IN CHIPPEWA COUNTY, MICHIGAN, 6.85 MILES SOUTH FROM THE POST
 RJ0084'OFFICE AT BARBEAU TO ROAD INTERSECTION, 53.0 FEET SOUTHEAST
 RJ0084'OF UTILITY POLE NO. REA A/23/29, 49 FEET WEST OF CENTERLINE
 RJ0084'OF RIVERSIDE DRIVE, 21.4 FEET NORTH OF A FENCE CORNER AND IN
 RJ0084'LINE WITH NORTH-SOUTH FENCELINE, 12 FEET SOUTH OF CENTERLINE OF
 RJ0084'MUNUSCONG BAY ACCESS ROAD, 3.6 FEET EAST OF STOP SIGN, 1/2-FOOT
 RJ0084'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0084'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET LONG.
 RJ0084
 RJ0084                          STATION RECOVERY (1983)
 RJ0084
 RJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0084'NOT RECOVERED, POSSIBLY GRADED OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0865 ***********************************************************************
 RJ0865  DESIGNATION -  ACK
 RJ0865  PID         -  RJ0865
 RJ0865  STATE/COUNTY-  MI/CHIPPEWA
 RJ0865  COUNTRY     -  US
 RJ0865  USGS QUAD   -  SHALLOWS OE N (2017)
 RJ0865
 RJ0865                         *CURRENT SURVEY CONTROL
 RJ0865  ______________________________________________________________________
 RJ0865* NAD 83(1994) POSITION- 46 30 17.77150(N) 084 22 35.08876(W)   ADJUSTED
 RJ0865* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0865  ______________________________________________________________________
 RJ0865  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 RJ0865  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 RJ0865  HORZ ORDER      -  THIRD
 RJ0865
 RJ0865.The horizontal coordinates were established by classical geodetic methods
 RJ0865.and adjusted by the National Geodetic Survey in February 1997.
 RJ0865
 RJ0865.The orthometric height was scaled from a topographic map.
 RJ0865
 RJ0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0865.GEOID18 height accuracy estimate available here.
 RJ0865
 RJ0865.Click photographs - Photos may exist for this station.
 RJ0865
 RJ0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0865
 RJ0865. The following values were computed from the NAD 83(1994) position.
 RJ0865
 RJ0865;                    North         East     Units Scale Factor Converg.
 RJ0865;SPC MI N     -   194,678.710 8,201,320.223   MT  0.99991017   +1 53 46.7
 RJ0865;SPC MI N     -   638,709.68 26,907,218.58   iFT  0.99991017   +1 53 46.7
 RJ0865;SPC MI C     -   354,327.265 5,999,251.658   MT  1.00028642   -0 00 24.8
 RJ0865;SPC MI C     - 1,162,491.03 19,682,584.18   iFT  1.00028642   -0 00 24.8
 RJ0865;UTM  16      - 5,153,496.254   701,290.912   MT  1.00009807   +1 54 13.9
 RJ0865
 RJ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0865!SPC MI N     -   0.99997814  x   0.99991017  =   0.99988831
 RJ0865!SPC MI C     -   0.99997814  x   1.00028642  =   1.00026456
 RJ0865!UTM  16      -   0.99997814  x   1.00009807  =   1.00007621
 RJ0865
 RJ0865:                Primary Azimuth Mark                     Grid Az
 RJ0865:SPC MI N     -  STEEL 2                                  008 04 58.2
 RJ0865:SPC MI C     -  STEEL 2                                  009 59 09.7
 RJ0865:UTM  16      -  STEEL 2                                  008 04 31.0
 RJ0865
 RJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0129053496(NAD 83)
 RJ0865
 RJ0865|---------------------------------------------------------------------|
 RJ0865| PID    Reference Object                     Distance      Geod. Az  |
 RJ0865|                                                           dddmmss.s |
 RJ0865| RJ0851 STEEL 2                             APPROX. 1.0 KM 0095844.9 |
 RJ0865|---------------------------------------------------------------------|
 RJ0865
 RJ0865                          SUPERSEDED SURVEY CONTROL
 RJ0865
 RJ0865  NAD 83(1986)-  46 30 17.75312(N)    084 22 35.09965(W) AD(       ) 3
 RJ0865  NAD 27      -  46 30 17.68300(N)    084 22 34.94900(W) AD(       ) 3
 RJ0865
 RJ0865.Superseded values are not recommended for survey control.
 RJ0865
 RJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0865.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0865
 RJ0865_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0865_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0865_MARK LOGO: IBC
 RJ0865_PROJECTION: FLUSH
 RJ0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0865
 RJ0865  HISTORY     - Date     Condition        Report By
 RJ0865  HISTORY     - 1943     MONUMENTED       IBC
 RJ0865  HISTORY     - 1958     GOOD             IBC
 RJ0865  HISTORY     - 20090811 MARK NOT FOUND   INDIV
 RJ0865
 RJ0865                          STATION DESCRIPTION
 RJ0865
 RJ0865'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0865'ON THE N SIDE NEAR THE W END OF THE HIGH DREDGE DUMP THAT EXTENDS
 RJ0865'W ON THE N SIDE OF THE AMERICAN LOCKS ABOUT 5/8 MILE W OF THE
 RJ0865'CANADIAN PACIFIC RAILWAY BRIDGE.  IT IS 37.5 FEET W OF FENCE, 35
 RJ0865'FEET E OF TOP OF BANK, AND ABOUT 25 FEET ABOVE WATER, ON SMALL
 RJ0865'EARTH RIDGE AMONG SOME SMALL POPLAR TREES.
 RJ0865'
 RJ0865'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK FLUSH
 RJ0865'WITH GROUND SET IN A CYLINDER OF CONCRETE 6 INCHES IN DIAMETER AND
 RJ0865'18 INCHES LONG.  THE SUBSURFACE MARK IS A ROUNDHEADED COPPER RIVET
 RJ0865'SET IN CONCRETE 22 INCHES UNDERGROUND.
 RJ0865
 RJ0865                          STATION RECOVERY (1958)
 RJ0865
 RJ0865'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0865'STATION IS 10 FEET SOUTH OF BANK AND NEAR A GUN EMPLACEMENT.
 RJ0865
 RJ0865                          STATION RECOVERY (2009)
 RJ0865
 RJ0865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DAB)
 RJ0865'THE MARK WAS NOT FOUND AS THE LOCATION OF MARK FALLS UNDERNEATH LARGE
 RJ0865'SPOILS PILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0708 ***********************************************************************
 QK0708  DESIGNATION -  ACW P 66 USED TOWER
 QK0708  PID         -  QK0708
 QK0708  STATE/COUNTY-  MI/EMMET
 QK0708  COUNTRY     -  US
 QK0708  USGS QUAD   -  PETOSKEY (2017)
 QK0708
 QK0708                         *CURRENT SURVEY CONTROL
 QK0708  ______________________________________________________________________
 QK0708* NAD 83(1994) POSITION- 45 19 36.92185(N) 084 53 03.77363(W)   ADJUSTED
 QK0708  ______________________________________________________________________
 QK0708  GEOID HEIGHT    -        -35.105 (meters)                     GEOID18
 QK0708  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 QK0708  HORZ ORDER      -  THIRD
 QK0708
 QK0708.The horizontal coordinates were established by classical geodetic methods
 QK0708.and adjusted by the National Geodetic Survey in February 1997.
 QK0708
 QK0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0708.GEOID18 height accuracy estimate available here.
 QK0708
 QK0708.Click photographs - Photos may exist for this station.
 QK0708
 QK0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0708
 QK0708. The following values were computed from the NAD 83(1994) position.
 QK0708
 QK0708;                    North         East     Units Scale Factor Converg.
 QK0708;SPC MI C     -   223,511.074 5,959,415.530   MT  0.99993509   -0 21 56.6
 QK0708;SPC MI C     -   733,304.05 19,551,888.22   iFT  0.99993509   -0 21 56.6
 QK0708;UTM  16      - 5,021,445.601   665,791.770   MT  0.99993797   +1 30 17.4
 QK0708
 QK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6579121445(NAD 83)
 QK0708
 QK0708                          SUPERSEDED SURVEY CONTROL
 QK0708
 QK0708  NAD 83(1986)-  45 19 36.91560(N)    084 53 03.77438(W) AD(       ) 3
 QK0708  NAD 27      -  45 19 36.87100(N)    084 53 03.60900(W) AD(       ) 3
 QK0708
 QK0708.Superseded values are not recommended for survey control.
 QK0708
 QK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0708.See file dsdata.pdf to determine how the superseded data were derived.
 QK0708
 QK0708_MARKER: 55 = TOWER
 QK0708
 QK0708  HISTORY     - Date     Condition        Report By
 QK0708  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0708
 QK0708                          STATION DESCRIPTION
 QK0708
 QK0708'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0233 ***********************************************************************
 NE0233  DESIGNATION -  ADAMS
 NE0233  PID         -  NE0233
 NE0233  STATE/COUNTY-  MI/ST CLAIR
 NE0233  COUNTRY     -  US
 NE0233  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0233
 NE0233                         *CURRENT SURVEY CONTROL
 NE0233  ______________________________________________________________________
 NE0233* NAD 83(1986) POSITION- 42 33 40.     (N) 082 38 09.     (W)   SCALED
 NE0233* NAVD 88 ORTHO HEIGHT -   177.815 (meters)      583.38  (feet) ADJUSTED
 NE0233  ______________________________________________________________________
 NE0233  GEOID HEIGHT    -        -34.852 (meters)                     GEOID18
 NE0233  DYNAMIC HEIGHT  -        177.765 (meters)      583.22  (feet) COMP
 NE0233  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 NE0233
 NE0233  VERT ORDER      -  FIRST     CLASS 0
 NE0233
 NE0233.The horizontal coordinates were scaled from a map and have
 NE0233.an estimated accuracy of +/- 6 seconds.
 NE0233
 NE0233.The orthometric height was determined by differential leveling and
 NE0233.adjusted by the NATIONAL GEODETIC SURVEY
 NE0233.in June 1991.
 NE0233
 NE0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0233.GEOID18 height accuracy estimate available here.
 NE0233
 NE0233.Click photographs - Photos may exist for this station.
 NE0233
 NE0233.The dynamic height is computed by dividing the NAVD 88
 NE0233.geopotential number by the normal gravity value computed on the
 NE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0233.degrees latitude (g = 980.6199 gals.).
 NE0233
 NE0233.The modeled gravity was interpolated from observed gravity values.
 NE0233
 NE0233;                    North         East    Units  Estimated Accuracy
 NE0233;SPC MI S     -   119,330.    4,142,110.      MT  (+/- 180 meters Scaled)
 NE0233
 NE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH657133(NAD 83)
 NE0233
 NE0233                          SUPERSEDED SURVEY CONTROL
 NE0233
 NE0233  NGVD 29 (??/??/92)  177.952  (m)          583.83   (f) ADJ UNCH    1 0
 NE0233
 NE0233.Superseded values are not recommended for survey control.
 NE0233
 NE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0233.See file dsdata.pdf to determine how the superseded data were derived.
 NE0233
 NE0233_MARKER: Z = SEE DESCRIPTION
 NE0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0233_SP_SET: IRON ROD
 NE0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0233
 NE0233  HISTORY     - Date     Condition        Report By
 NE0233  HISTORY     - 1956     MONUMENTED       USLS
 NE0233  HISTORY     - 1970     GOOD             USLS
 NE0233  HISTORY     - 19960929 GOOD             USPSQD
 NE0233
 NE0233                          STATION DESCRIPTION
 NE0233
 NE0233'DESCRIBED BY US LAKE SURVEY 1970
 NE0233'AT HARSENS ISLAND.
 NE0233'ADAMS IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0233'COUNTY, MICHIGAN, ABOUT 1 MILE UPRIVER FROM U.S. COAST GUARD
 NE0233'STATION, 157 FEET DOWNRIVER FROM DOWNRIVER EDGE OF A SMALL
 NE0233'BRIDGE, 24.8 FEET UPRIVER FROM A TRIANGULAR BLAZE IN A 10-INCH
 NE0233'SILVER POPLAR, 22 FEET WESTERLY OF CENTERLINE OF SOUTH CHANNEL
 NE0233'DRIVE, 22 FEET DOWNRIVER OF CENTERLINE OF DRIVEWAY LEADING TO
 NE0233'PROPERTY AT NO. 8064 SOUTH CHANNEL DRIVE, 1/2-FOOT BELOW THE
 NE0233'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0233'DIAMETER IRON ROD, 10 FEET LONG.  NOTE-- BM 1956
 NE0233
 NE0233                          STATION RECOVERY (1996)
 NE0233
 NE0233'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0281 ***********************************************************************
 QJ0281  DESIGNATION -  ADAMS POINT
 QJ0281  PID         -  QJ0281
 QJ0281  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0281  COUNTRY     -  US
 QJ0281  USGS QUAD   -  ADAMS POINT (2017)
 QJ0281
 QJ0281                         *CURRENT SURVEY CONTROL
 QJ0281  ______________________________________________________________________
 QJ0281* NAD 83(1994) POSITION- 45 24 51.79830(N) 083 42 59.69636(W)   ADJUSTED
 QJ0281* NAVD 88 ORTHO HEIGHT -   178.4   (meters)      585.    (feet) VERTCON3
 QJ0281  ______________________________________________________________________
 QJ0281  GEOID HEIGHT    -        -36.924 (meters)                     GEOID18
 QJ0281  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 QJ0281  HORZ ORDER      -  SECOND
 QJ0281
 QJ0281.The horizontal coordinates were established by classical geodetic methods
 QJ0281.and adjusted by the National Geodetic Survey in February 1997.
 QJ0281
 QJ0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0281
 QJ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0281.GEOID18 height accuracy estimate available here.
 QJ0281
 QJ0281.Click photographs - Photos may exist for this station.
 QJ0281
 QJ0281.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0281
 QJ0281. The following values were computed from the NAD 83(1994) position.
 QJ0281
 QJ0281;                    North         East     Units Scale Factor Converg.
 QJ0281;SPC MI C     -   233,305.735 6,050,883.009   MT  0.99994648   +0 27 33.2
 QJ0281;SPC MI C     -   765,438.76 19,851,978.38   iFT  0.99994648   +0 27 33.2
 QJ0281;UTM  17      - 5,032,575.540   287,441.757   MT  1.00015554   -1 56 07.7
 QJ0281
 QJ0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0281!SPC MI C     -   0.99997781  x   0.99994648  =   0.99992429
 QJ0281!UTM  17      -   0.99997781  x   1.00015554  =   1.00013335
 QJ0281
 QJ0281:                Primary Azimuth Mark                     Grid Az
 QJ0281:SPC MI C     -  CALCITE BREAKWATER LT 813                274 03 24.3
 QJ0281:UTM  17      -  CALCITE BREAKWATER LT 813                276 27 05.2
 QJ0281
 QJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8744132575(NAD 83)
 QJ0281
 QJ0281|---------------------------------------------------------------------|
 QJ0281| PID    Reference Object                     Distance      Geod. Az  |
 QJ0281|                                                           dddmmss.s |
 QJ0281| CH1650 ADAMS POINT RM 1                     21.709 METERS 10356     |
 QJ0281| QJ0284 H 13 MI 79                          258.136 METERS 11823     |
 QJ0281| CH1651 ADAMS POINT RM 2                     62.709 METERS 15758     |
 QJ0281| CH1652 ADAMS POINT RM 3                     22.468 METERS 24644     |
 QJ0281| QJ0305 ROGERS CITY RADIO WLC NE MAST       APPROX. 4.4 KM 2592018.2 |
 QJ0281| QJ0306 CALCITE LIGHT 816                   APPROX. 5.5 KM 2645843.4 |
 QJ0281| QJ0303 ROGERS CITY ST IGNATIUS SPIRE       APPROX. 7.3 KM 2694700.6 |
 QJ0281| QJ0302 ROGERS CITY MUNICIPAL TANK          APPROX. 8.1 KM 2704552.0 |
 QJ0281| QJ0304 CALCITE BREAKWATER LT 813           APPROX. 4.4 KM 2743057.5 |
 QJ0281| QJ0309 FORTY MILE POINT LIGHTHOUSE         APPROX.17.4 KM 2972626.8 |
 QJ0281|---------------------------------------------------------------------|
 QJ0281
 QJ0281                          SUPERSEDED SURVEY CONTROL
 QJ0281
 QJ0281  NAD 83(1986)-  45 24 51.78944(N)    083 42 59.69764(W) AD(       ) 2
 QJ0281  NAD 27      -  45 24 51.73900(N)    083 42 59.72300(W) AD(       ) 2
 QJ0281  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 QJ0281
 QJ0281.Superseded values are not recommended for survey control.
 QJ0281
 QJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0281.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0281
 QJ0281_MARKER: S = SPIKE
 QJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0281+STABILITY: SURFACE MOTION
 QJ0281
 QJ0281  HISTORY     - Date     Condition        Report By
 QJ0281  HISTORY     - 1905     MONUMENTED       USLS
 QJ0281  HISTORY     - 1940     GOOD             USLS
 QJ0281  HISTORY     - 1956     GOOD             USLS
 QJ0281  HISTORY     - 1979     GOOD             NOS
 QJ0281
 QJ0281                          STATION DESCRIPTION
 QJ0281
 QJ0281'DESCRIBED BY US LAKE SURVEY 1905
 QJ0281'ON ADAMS POINT, EAST OF ROGERS, IN T. 35 N., R. 6 W. (POSEN TOWNSHIP)
 QJ0281'ABOUT 70 FEET FROM SHORE, AND JUST INSIDE TREE LINE, 26-1/2 FEET WEST
 QJ0281'OF 6-INCH NORWAY PINE TREE, 30 FEET NORTHWEST OF TWO 8-INCH BIRCH
 QJ0281'TREES, 30 FEET NORTH OF 8-INCH PINE TREE, 49 FEET NORTHEAST OF 10-INCH
 QJ0281'BIRCH TREE, AND 18 FEET EAST OF A BLAZED 8-INCH STUMP.  MARKED BY
 QJ0281'SPIKE IN CONCRETE MONUMENT, MARKED U. S. L. S. 1905, PROJECTING 3
 QJ0281'INCHES ABOVE SURFACE OF GROUND.
 QJ0281
 QJ0281                          STATION RECOVERY (1940)
 QJ0281
 QJ0281'RECOVERY NOTE BY US LAKE SURVEY 1940
 QJ0281'STATION RECOVERED IN GOOD CONDITION.  LOCATED 10 MI. N OF POSEN, 5 MI.
 QJ0281'E OF ROGERS CITY, ON THE MOST N PART OF ADAMS POINT, AT THE N EDGE OF
 QJ0281'THE BRUSH, ON A BROKEN ROCK RIDGE.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE TOP OF A CONCRETE
 QJ0281'POST ON A HIGH BROKEN RIDGE, BEARS S 72 DEG E, 72.27 FT.  FROM THE
 QJ0281'STATION.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET 12 IN. FROM THE EDGE OF A
 QJ0281'ROCK LEDGE IN THE WOODS, BEARS S 18 DEG E, 205.78 FT. FROM THE
 QJ0281'STATION.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN A CONCRETE POST ON A
 QJ0281'HIGH BROKEN ROCK RIDGE, BEARS S 71 DEG W, 73.79 FT. FROM THE STATION.
 QJ0281'
 QJ0281'TO REACH FROM THE VIADUCT AT THE MICHIGAN LIMESTONE AND CHEMICAL
 QJ0281'COMPANY PLANT IN CALCITE (1-1/2 MI. SE OF ROGERS CITY)  AT 0.0 MI. GO
 QJ0281'E ON A GRAVEL ROAD, AT 1.0 MI. TURN S ACROSS FOUR RAILROAD TRACKS AND
 QJ0281'CONTINUE E ON A TRAIL TO LITTLE TROUT LAKE, AT 1.6 MI PASS THROUGH A
 QJ0281'GATE, AT 1.9 MI. TAKE THE LEFT FORK, AT 2.3 MI. CROSS THE RAILROAD, AT
 QJ0281'2.7 MI. TAKE THE RIGHT FORK, AT 2.9 MI. TAKE THE LEFT FORK, AT 3.4 MI.
 QJ0281'CROSS A WOODEN BRIDGE, AT 5.1 MI. TURN LEFT, AT 5.6 MI. TURN LEFT ON
 QJ0281'AN ABANDONED TRAIL ALONG THE SHORE, AT 7.0 MI. STOP 150 FT. S OF THE
 QJ0281'STATION.
 QJ0281'
 QJ0281'STATION MARK IS A CROSS ON A BRONZE DISK, SET IN THE TOP OF A 10- BY
 QJ0281'12-IN.  CONCRETE MONUMENT ABOUT 2 IN. ABOVE GROUND.
 QJ0281
 QJ0281                          STATION RECOVERY (1956)
 QJ0281
 QJ0281'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0281'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QJ0281'THE DISTANCE TO R.M. 1 WAS FOUND TO BE 1.05 FOOT SHORTER THAN THE
 QJ0281'ORIGINAL MEASURMENT AND THE DISTANCE TO R.M. 2 WAS 0.05 FOOT SHORTER.
 QJ0281'NO RECORDS COULD BE FOUND REGARDING R.M. 3 IN ALL PREVIOUS
 QJ0281'DESCRIPTIONS.
 QJ0281'
 QJ0281'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QJ0281'
 QJ0281'THE STATION IS ABOUT 4 MILES EAST OF ROGERS CITY, NEAR THE SOUTH SHORE
 QJ0281'OF LAKE HURON ON A BROKEN ROCK RIDGE AT THE MOST NORTHERN PART OF
 QJ0281'ADAMS POINT ON PROPERTY OWNED BY THE MICHIGAN LIMESTONE DIVISION U. S.
 QJ0281'STEEL.  IT IS IN THE NORTH EDGE OF A WOODED THICKET, 146 FEET
 QJ0281'NORTHEAST OF THE NORTHEAST EDGE OF A HIGH PROMINENT BANK, 84 FEET
 QJ0281'SOUTH OF THE LAKE HURON HIGH WATER LINE AND 8 FEET NORTH OF A WHITE
 QJ0281'WITNESS POST.  THE MARK IS A 10 INCH SQUARE CONCRETE POST THAT
 QJ0281'PROJECTS 4 INCHES WITH A STANDARD U S LAKE SURVEY DISK IN THE TOP
 QJ0281'STAMPED ADAMS PT 1905 S.
 QJ0281'
 QJ0281'REFERENCE MARK 1 IS ON THE TOP OF A LOW ROCKY RIDGE 66 FEET EAST OF A
 QJ0281'WHITE WITNESS POST.  THE MARK IS A 6 INCH ROUND CONCRETE POST THAT
 QJ0281'PROJECTS 4 INCHES WITH A STANDARD U.S. LAKE SURVEY DISK IN THE TOP
 QJ0281'STAMPED NO 1 ADAMS PT 1905 1940 S.
 QJ0281'
 QJ0281'REFERENCE MARK 2 IS A STANDARD U.S. LAKE SURVEY DISK SET IN A DRILL
 QJ0281'HOLE ON THE TOP OF OUTCROPPING BEDROCK LEDGE AND IS 8 FEET SOUTHWEST
 QJ0281'OF A 4 INCH BIRCH TREE.  THE DISK IS STAMPED NO 2 ADAMS PT 1905 1940
 QJ0281'S.
 QJ0281'
 QJ0281'REFERENCE MARK 3 IS 75 FEET SOUTHWEST OF THE WHITE WITNESS POST, 72
 QJ0281'FEET NORTH- EAST OF THE NORTHEAST EDGE OF THE HIGH PROMINENT BANK AND
 QJ0281'77 FEET SOUTH OF THE LAKE HIGH WATER LINE.  THE MARK IS A 6 INCH ROUND
 QJ0281'CONCRETE POST THAT PROJECTS 6 INCHES WITH A STANDARD U.S. LAKE SURVEY
 QJ0281'DISK IN THE TOP STAMPED NO 3 ADAMS PT 1905 1940.
 QJ0281'
 QJ0281'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY, GO SOUTHEAST
 QJ0281'ON 3 RD.  STREET (U.S. HIGHWAY 23 BUSINESS ROUTE) FOR 0.55 MILE TO ST.
 QJ0281'CLAIR AVENUE.  TURN LEFT AND GO NORTH ON ST.  CLAIR AVENUE FOR 0.3
 QJ0281'MILE TO CALCITE ROAD.  TURN RIGHT AND GO EAST ON CALCITE ROAD FOR 0.7
 QJ0281'MILE TO THE LIMESTONE PLANT GUARDHOUSE.  CONTINUE EAST ON PAVED ROAD
 QJ0281'THROUGH UNDERPASS FOR 0.1 MILE TO A Y-INTERSECTION.  CONTINUE STRAIGHT
 QJ0281'AHEAD AND GO EAST FOR 0.75 MILE TO A FORK.  TAKE LEFT FORK FORK 2.2
 QJ0281'MILES TO A CROSSROAD JUST AFTER CROSSING A SMALL BRIDGE.  TURN LEFT
 QJ0281'AND FOLLOW WINDING ROAD NORTH AND EAST FOR 0.65 MILE TO A SIDE ROAD
 QJ0281'LEFT.  TURN LEFT CROSSING RAILROAD TRACKS AND GO NORTHEAST FOR 0.4
 QJ0281'MILE TO A Y-INTERSECTION AT A RAILROAD CROSSING.  TAKE LEFT FORK
 QJ0281'CROSSING TRACKS FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTHWEST
 QJ0281'FOR 0.05 MILE TO A DIM TRACK ROAD RIGHT AND THE MORE PROMINENT ROAD
 QJ0281'TURNS LEFT.  TURN RIGHT AND GO EAST ALONG THE LAKE FOR 0.3 MILE TO THE
 QJ0281'SOUTH END OF THE WOODED THICKET AND A DIM TRACK ROAD.  TURN LEFT AND
 QJ0281'FOLLOW DIM ROAD FOR 0.05 MILE TO THE STATION.
 QJ0281'
 QJ0281'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0281
 QJ0281                          STATION RECOVERY (1979)
 QJ0281
 QJ0281'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0281'THE STATION WAS RECOVERED AS DES.BY J.A.NELSON,1956 THE FOLLOWING
 QJ0281'EXCEPTION,9.2 FEET NORTH OF A WHITE POST.
 QJ0281'
 QJ0281'HEIGHT OF LIGHT ABOVE STATION WAS 1.52 METERS.
 QJ0281'
 QJ0281'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH8698 ***********************************************************************
 DH8698  SACS        -  This is a Secondary Airport Control Station.
 DH8698  DESIGNATION -  ADG A
 DH8698  PID         -  DH8698
 DH8698  STATE/COUNTY-  MI/LENAWEE
 DH8698  COUNTRY     -  US
 DH8698  USGS QUAD   -  JASPER (2017)
 DH8698
 DH8698                         *CURRENT SURVEY CONTROL
 DH8698  ______________________________________________________________________
 DH8698* NAD 83(2011) POSITION- 41 52 22.71648(N) 084 04 41.05055(W)   ADJUSTED
 DH8698* NAD 83(2011) ELLIP HT-   209.381 (meters)        (06/27/12)   ADJUSTED
 DH8698* NAD 83(2011) EPOCH   -  2010.00
 DH8698* NAVD 88 ORTHO HEIGHT -   244.17  (meters)      801.1   (feet) GPS OBS
 DH8698  ______________________________________________________________________
 DH8698  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8698  GEOID HEIGHT    -        -34.731 (meters)                     GEOID03
 DH8698  GEOID HEIGHT    -        -34.821 (meters)                     GEOID18
 DH8698  NAD 83(2011) X  -    490,752.258 (meters)                     COMP
 DH8698  NAD 83(2011) Y  - -4,731,199.843 (meters)                     COMP
 DH8698  NAD 83(2011) Z  -  4,235,248.310 (meters)                     COMP
 DH8698  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 DH8698
 DH8698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8698  Standards:
 DH8698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8698  -------------------------------------------------------------------
 DH8698  NETWORK    0.42   1.04           0.19   0.15   0.53      0.11939821
 DH8698  -------------------------------------------------------------------
 DH8698  Click here for local accuracies and other accuracy information.
 DH8698
 DH8698.This mark is at Lenawee County Airport (ADG)
 DH8698
 DH8698.The horizontal coordinates were established by GPS observations
 DH8698.and adjusted by the National Geodetic Survey in June 2012.
 DH8698
 DH8698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8698.been affixed to the stable North American tectonic plate. See 
 DH8698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8698
 DH8698.The horizontal coordinates are valid at the epoch date displayed above
 DH8698.which is a decimal equivalence of Year/Month/Day.
 DH8698
 DH8698.The orthometric height was determined by GPS observations and a
 DH8698.high-resolution geoid model.
 DH8698
 DH8698.GPS derived orthometric heights for airport stations designated as
 DH8698.PACS or SACS are published to 2 decimal places.  This maintains
 DH8698.centimeter relative accuracy between the PACS and SACS.  It does
 DH8698.not indicate centimeter accuracy relative to other marks which are
 DH8698.part of the published vertical control network.
 DH8698
 DH8698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8698.GEOID18 height accuracy estimate available here.
 DH8698
 DH8698.Click photographs - Photos may exist for this station.
 DH8698
 DH8698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8698
 DH8698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8698
 DH8698.The ellipsoidal height was determined by GPS observations
 DH8698.and is referenced to NAD 83.
 DH8698
 DH8698. The following values were computed from the NAD 83(2011) position.
 DH8698
 DH8698;                    North         East     Units Scale Factor Converg.
 DH8698;SPC MI S     -    41,471.740 4,023,959.406   MT  1.00006147   +0 11 47.0
 DH8698;SPC MI S     -   136,062.14 13,201,966.56   iFT  1.00006147   +0 11 47.0
 DH8698;UTM  16      - 4,639,802.014   742,479.614   MT  1.00032357   +1 57 04.6
 DH8698;UTM  17      - 4,640,255.329   244,561.664   MT  1.00040298   -2 03 20.4
 DH8698
 DH8698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8698!SPC MI S     -   0.99996716  x   1.00006147  =   1.00002863
 DH8698!UTM  16      -   0.99996716  x   1.00032357  =   1.00029072
 DH8698!UTM  17      -   0.99996716  x   1.00040298  =   1.00037013
 DH8698
 DH8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4247939802(NAD 83)
 DH8698
 DH8698                          SUPERSEDED SURVEY CONTROL
 DH8698
 DH8698  NAD 83(2007)-  41 52 22.71668(N)    084 04 41.05144(W) AD(2002.00) 1
 DH8698  ELLIP H (04/07/09)  209.392  (m)                       GP(2002.00) 4 1
 DH8698  NAD 83(1994)-  41 52 22.71656(N)    084 04 41.05154(W) AD(       ) 1
 DH8698  ELLIP H (03/07/06)  209.402  (m)                       GP(       ) 4 1
 DH8698
 DH8698.Superseded values are not recommended for survey control.
 DH8698
 DH8698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8698.See file dsdata.pdf to determine how the superseded data were derived.
 DH8698
 DH8698_MARKER: DD = SURVEY DISK
 DH8698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8698_STAMPING: ADG A 2005
 DH8698_MARK LOGO: WOOLPT
 DH8698_PROJECTION: RECESSED 5 CENTIMETERS
 DH8698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8698+STABILITY: SURFACE MOTION
 DH8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8698+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DH8698
 DH8698  HISTORY     - Date     Condition        Report By
 DH8698  HISTORY     - 20050719 MONUMENTED       WOOLPT
 DH8698
 DH8698                          STATION DESCRIPTION
 DH8698
 DH8698'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH8698'THE STATION IS LOCATED ABOUT 2.7 MI SOUTHWEST OF ADRIAN, AT THE
 DH8698'LENAWEE COUNTY AIRPORT.  PLEASE CONTACT THE AIRPORT AT LEAST 24 HOURS
 DH8698'IN ADVANCE TO ACCESS THIS STATION. TO REACH THE STATION FROM THE
 DH8698'JUNCTION OF SOUTH HIGHWAY 223 AND STAT HIGHWAY 52 IN  SOUTH ADRIAN, GO
 DH8698'NORTHWEST FOR 0.2 MI TO TO AIRPORT ENTRANCE ON THE LEFT. TURN LEFT
 DH8698'AND PROCEED SOUTH ACROSS THE PARKING LOT TO A GATE. PROCEED SOUTH
 DH8698'THROUGH THE GATE.  TURN RIGHT AND PROCED WEST ALONG TAXIWAY B TO THE
 DH8698'STATION ON THE LEFT, BETWEEN THE  TAXIWAY AND THE TURF RUNWAY 11-29.
 DH8698'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL DISK STAMPED --ADG
 DH8698'A 2005-- SET IN THE  TOP OF A 1.0 FT DIAMETER CONCRETE MONUMENT, 4.2
 DH8698'FT IN DEPTH. THE STATION IS 111.3 FT  NORTHEAST OF A YELLOW PYLON AT
 DH8698'THE END OF TURF RUNWAY 11, 134.6 FT SOUTHWEST OF A  TAXIWAY REFLECTOR,
 DH8698'66.0 FT SOUTHEAST OF A TAXIWAY REFLECTOR, AND 53.5 FT SOUTH OF THE
 DH8698'SOUTH EDGE OF THE TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4038 ***********************************************************************
 DL4038  DESIGNATION -  ADRI REF A
 DL4038  PID         -  DL4038
 DL4038  STATE/COUNTY-  MI/LENAWEE
 DL4038  COUNTRY     -  US
 DL4038  USGS QUAD   -  ADRIAN (2017)
 DL4038
 DL4038                         *CURRENT SURVEY CONTROL
 DL4038  ______________________________________________________________________
 DL4038* NAD 83(2011) POSITION- 41 54 26.81688(N) 084 01 36.69259(W)   ADJUSTED
 DL4038* NAD 83(2011) ELLIP HT-   186.807 (meters)        (06/27/12)   ADJUSTED
 DL4038* NAD 83(2011) EPOCH   -  2010.00
 DL4038* NAVD 88 ORTHO HEIGHT -   221.700 (meters)      727.36  (feet) ADJUSTED
 DL4038  ______________________________________________________________________
 DL4038  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 DL4038  NAD 83(2011) X  -    494,712.974 (meters)                     COMP
 DL4038  NAD 83(2011) Y  - -4,728,199.845 (meters)                     COMP
 DL4038  NAD 83(2011) Z  -  4,238,083.644 (meters)                     COMP
 DL4038  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 DL4038  DYNAMIC HEIGHT  -        221.615 (meters)      727.08  (feet) COMP
 DL4038  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 DL4038
 DL4038  VERT ORDER      -  FIRST     CLASS II
 DL4038
 DL4038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4038  Standards:
 DL4038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4038  -------------------------------------------------------------------
 DL4038  NETWORK    0.26   0.37           0.12   0.09   0.19     -0.02944778
 DL4038  -------------------------------------------------------------------
 DL4038  Click here for local accuracies and other accuracy information.
 DL4038
 DL4038.The horizontal coordinates were established by GPS observations
 DL4038.and adjusted by the National Geodetic Survey in June 2012.
 DL4038
 DL4038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4038.been affixed to the stable North American tectonic plate. See 
 DL4038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4038
 DL4038.The horizontal coordinates are valid at the epoch date displayed above
 DL4038.which is a decimal equivalence of Year/Month/Day.
 DL4038
 DL4038.The orthometric height was determined by differential leveling and
 DL4038.adjusted by the NATIONAL GEODETIC SURVEY
 DL4038.in September 2009.
 DL4038
 DL4038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4038.GEOID18 height accuracy estimate available here.
 DL4038
 DL4038.Click photographs - Photos may exist for this station.
 DL4038
 DL4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4038
 DL4038.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4038
 DL4038.The ellipsoidal height was determined by GPS observations
 DL4038.and is referenced to NAD 83.
 DL4038
 DL4038.The dynamic height is computed by dividing the NAVD 88
 DL4038.geopotential number by the normal gravity value computed on the
 DL4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4038.degrees latitude (g = 980.6199 gals.).
 DL4038
 DL4038.The modeled gravity was interpolated from observed gravity values.
 DL4038
 DL4038. The following values were computed from the NAD 83(2011) position.
 DL4038
 DL4038;                    North         East     Units Scale Factor Converg.
 DL4038;SPC MI S     -    45,316.672 4,028,195.443   MT  1.00005114   +0 13 52.5
 DL4038;SPC MI S     -   148,676.75 13,215,864.31   iFT  1.00005114   +0 13 52.5
 DL4038;UTM  16      - 4,643,776.003   746,597.045   MT  1.00034835   +1 59 12.6
 DL4038;UTM  17      - 4,643,931.982   248,947.042   MT  1.00037564   -2 01 22.0
 DL4038
 DL4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4038!SPC MI S     -   0.99997070  x   1.00005114  =   1.00002184
 DL4038!UTM  16      -   0.99997070  x   1.00034835  =   1.00031904
 DL4038!UTM  17      -   0.99997070  x   1.00037564  =   1.00034633
 DL4038
 DL4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4659743776(NAD 83)
 DL4038
 DL4038                          SUPERSEDED SURVEY CONTROL
 DL4038
 DL4038  NAD 83(2007)-  41 54 26.81707(N)    084 01 36.69360(W) AD(2002.00) B
 DL4038  ELLIP H (10/19/09)  186.817  (m)                       GP(2002.00) 1 1
 DL4038
 DL4038.Superseded values are not recommended for survey control.
 DL4038
 DL4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4038.See file dsdata.pdf to determine how the superseded data were derived.
 DL4038
 DL4038_MARKER: DD = SURVEY DISK
 DL4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4038_STAMPING: ADRI REF A 2008
 DL4038_MARK LOGO: MIDT
 DL4038_PROJECTION: FLUSH
 DL4038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4038+STABILITY: SURFACE MOTION
 DL4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4038+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DL4038
 DL4038  HISTORY     - Date     Condition        Report By
 DL4038  HISTORY     - 20080626 MONUMENTED       COLEM
 DL4038  HISTORY     - 20200701 GOOD             MIDT
 DL4038
 DL4038                          STATION DESCRIPTION
 DL4038
 DL4038'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4038'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DL4038'TIPTON, 5.7 MI (9.2 KM) NORTHWEST OF PALMYRA AND 0.9 MI (1.4 KM)
 DL4038'NORTHEAST OF ADRIAN.
 DL4038'
 DL4038'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH BUSINESS HIGHWAY
 DL4038'223, ON THE NORTHEAST SIDE OF ADRIAN, GO NORTH ON HIGHWAY 52 FOR 0.8
 DL4038'MI (1.3 KM) TO THE JUNCTION OF HIGHWAY 52 WITH EALBERT STREET, GO EAST
 DL4038'ON EALBERT STREET FOR.15 MI TO THE JUNCTION OF EALBERT STREET WITH
 DL4038'NORTH BROAD STREET, GO NORTH ON NORTH BROAD STREET FOR 0.07 MI (0.1
 DL4038'KM) AND THE STATION ON THE RIGHT.
 DL4038'
 DL4038'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4038'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4038'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4038'
 DL4038'THE STATION IS 118 FT (36.0 M) SOUTHWEST OF A POWER PEDESTAL, 78 FT
 DL4038'(23.8 M) SOUTHWEST OF A 4X4 WOOD POST, 11 FT (3.4 M) SOUTH OF THE EDGE
 DL4038'OF CURB OF THE PARKING LOT, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE
 DL4038'CARSONITE WITNESS POST.
 DL4038
 DL4038                          STATION RECOVERY (2020)
 DL4038
 DL4038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DL4038'THE MARK IS 7 FT (2.1 M) NORTHWEST OF A SMALL TREE THAT COULD POSSIBLY
 DL4038'AFFECT GPS SUITABILITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4039 ***********************************************************************
 DL4039  DESIGNATION -  ADRI REF B
 DL4039  PID         -  DL4039
 DL4039  STATE/COUNTY-  MI/LENAWEE
 DL4039  COUNTRY     -  US
 DL4039  USGS QUAD   -  ADRIAN (2017)
 DL4039
 DL4039                         *CURRENT SURVEY CONTROL
 DL4039  ______________________________________________________________________
 DL4039* NAD 83(2011) POSITION- 41 55 21.40500(N) 084 00 36.87819(W)   ADJUSTED
 DL4039* NAD 83(2011) ELLIP HT-   196.221 (meters)        (06/27/12)   ADJUSTED
 DL4039* NAD 83(2011) EPOCH   -  2010.00
 DL4039* NAVD 88 ORTHO HEIGHT -   231.128 (meters)      758.29  (feet) ADJUSTED
 DL4039  ______________________________________________________________________
 DL4039  GEOID HEIGHT    -        -34.907 (meters)                     GEOID18
 DL4039  NAD 83(2011) X  -    495,967.398 (meters)                     COMP
 DL4039  NAD 83(2011) Y  - -4,726,944.155 (meters)                     COMP
 DL4039  NAD 83(2011) Z  -  4,239,343.259 (meters)                     COMP
 DL4039  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DL4039  DYNAMIC HEIGHT  -        231.039 (meters)      758.00  (feet) COMP
 DL4039  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 DL4039
 DL4039  VERT ORDER      -  FIRST     CLASS II
 DL4039
 DL4039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4039  Standards:
 DL4039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4039  -------------------------------------------------------------------
 DL4039  NETWORK    0.24   0.35           0.11   0.08   0.18     -0.02289125
 DL4039  -------------------------------------------------------------------
 DL4039  Click here for local accuracies and other accuracy information.
 DL4039
 DL4039.The horizontal coordinates were established by GPS observations
 DL4039.and adjusted by the National Geodetic Survey in June 2012.
 DL4039
 DL4039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4039.been affixed to the stable North American tectonic plate. See 
 DL4039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4039
 DL4039.The horizontal coordinates are valid at the epoch date displayed above
 DL4039.which is a decimal equivalence of Year/Month/Day.
 DL4039
 DL4039.The orthometric height was determined by differential leveling and
 DL4039.adjusted by the NATIONAL GEODETIC SURVEY
 DL4039.in September 2009.
 DL4039
 DL4039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4039.GEOID18 height accuracy estimate available here.
 DL4039
 DL4039.Click photographs - Photos may exist for this station.
 DL4039
 DL4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4039
 DL4039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4039
 DL4039.The ellipsoidal height was determined by GPS observations
 DL4039.and is referenced to NAD 83.
 DL4039
 DL4039.The dynamic height is computed by dividing the NAVD 88
 DL4039.geopotential number by the normal gravity value computed on the
 DL4039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4039.degrees latitude (g = 980.6199 gals.).
 DL4039
 DL4039.The modeled gravity was interpolated from observed gravity values.
 DL4039
 DL4039. The following values were computed from the NAD 83(2011) position.
 DL4039
 DL4039;                    North         East     Units Scale Factor Converg.
 DL4039;SPC MI S     -    47,006.660 4,029,566.939   MT  1.00004671   +0 14 33.2
 DL4039;SPC MI S     -   154,221.33 13,220,363.97   iFT  1.00004671   +0 14 33.2
 DL4039;UTM  16      - 4,645,507.744   747,916.516   MT  1.00035637   +1 59 54.8
 DL4039;UTM  17      - 4,645,567.238   250,384.419   MT  1.00036678   -2 00 44.1
 DL4039
 DL4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4039!SPC MI S     -   0.99996923  x   1.00004671  =   1.00001593
 DL4039!UTM  16      -   0.99996923  x   1.00035637  =   1.00032558
 DL4039!UTM  17      -   0.99996923  x   1.00036678  =   1.00033599
 DL4039
 DL4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4791645507(NAD 83)
 DL4039
 DL4039                          SUPERSEDED SURVEY CONTROL
 DL4039
 DL4039  NAD 83(2007)-  41 55 21.40519(N)    084 00 36.87920(W) AD(2002.00) B
 DL4039  ELLIP H (10/19/09)  196.231  (m)                       GP(2002.00) 1 1
 DL4039
 DL4039.Superseded values are not recommended for survey control.
 DL4039
 DL4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4039.See file dsdata.pdf to determine how the superseded data were derived.
 DL4039
 DL4039_MARKER: DD = SURVEY DISK
 DL4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4039_STAMPING: ADRI REF B 2008
 DL4039_MARK LOGO: MIDT
 DL4039_PROJECTION: FLUSH
 DL4039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4039+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DL4039
 DL4039  HISTORY     - Date     Condition        Report By
 DL4039  HISTORY     - 20080616 MONUMENTED       COLEM
 DL4039
 DL4039                          STATION DESCRIPTION
 DL4039
 DL4039'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4039'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DL4039'TECUMSEH, 5.8 MI (9.3 KM) NORTHWEST OF PALMYRA AND 2.2 MI (3.5 KM)
 DL4039'NORTHEAST OF ADRIAN.
 DL4039'
 DL4039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 (ADRIAN
 DL4039'HIGHWAY) WITH HOWELL HIGHWAY ABOUT 2 MI (3.2 KM) NORTH OF ADRIAN,
 DL4039'MICHIGAN, GO SOUTHEAST THEN SOUTH ON HOWELL HIGHWAY FOR 0.45 MI (0.7
 DL4039'KM) TO THE STATION ON THE RIGHT.
 DL4039'
 DL4039'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4039'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4039'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4039'
 DL4039'THE STATION IS 0.7 MI (1.1 KM) NORTH OF OAKWOOD AVENUE, 0.1 MI (0.2
 DL4039'KM) NORTH OF HENNINGER WAY, 19.5 FT (5.9 M) WEST OF THE EDGE OF
 DL4039'PAVEMENT OF HOWELL HIGHWAY, AND 3.3 FT (1.0 M) EAST OF AN ORANGE
 DL4039'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4092 ***********************************************************************
 DL4092  DESIGNATION -  ADRI V CORS BASEMARK
 DL4092  PID         -  DL4092
 DL4092  STATE/COUNTY-  MI/LENAWEE
 DL4092  COUNTRY     -  US
 DL4092  USGS QUAD   -  ADRIAN (2017)
 DL4092
 DL4092                         *CURRENT SURVEY CONTROL
 DL4092  ______________________________________________________________________
 DL4092* NAD 83(1986) POSITION- 41 55 08.33   (N) 084 01 27.38   (W)   HD_HELD1
 DL4092* NAVD 88 ORTHO HEIGHT -   239.473 (meters)      785.67  (feet) ADJUSTED
 DL4092  ______________________________________________________________________
 DL4092  GEOID HEIGHT    -        -34.888 (meters)                     GEOID18
 DL4092  DYNAMIC HEIGHT  -        239.381 (meters)      785.37  (feet) COMP
 DL4092  MODELED GRAVITY -    980,232.6   (mgal)                       NAVD 88
 DL4092
 DL4092  VERT ORDER      -  FIRST     CLASS II
 DL4092
 DL4092.The horizontal coordinates were determined by differentially corrected
 DL4092.hand held GPS observations or other comparable positioning techniques
 DL4092.and have an estimated accuracy of +/- 3 meters.
 DL4092
 DL4092.The orthometric height was determined by differential leveling and
 DL4092.adjusted by the NATIONAL GEODETIC SURVEY
 DL4092.in September 2009.
 DL4092
 DL4092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4092.GEOID18 height accuracy estimate available here.
 DL4092
 DL4092.Click photographs - Photos may exist for this station.
 DL4092
 DL4092.The dynamic height is computed by dividing the NAVD 88
 DL4092.geopotential number by the normal gravity value computed on the
 DL4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4092.degrees latitude (g = 980.6199 gals.).
 DL4092
 DL4092.The modeled gravity was interpolated from observed gravity values.
 DL4092
 DL4092;                    North         East    Units  Estimated Accuracy
 DL4092;SPC MI S     -    46,598.4   4,028,404.9     MT  (+/- 3 meters HH1 GPS) 
 DL4092
 DL4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4676745063(NAD 83)
 DL4092
 DL4092                          SUPERSEDED SURVEY CONTROL
 DL4092
 DL4092.No superseded survey control is available for this station.
 DL4092
 DL4092_MARKER: DD = SURVEY DISK
 DL4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4092_STAMPING: ADRI V
 DL4092_MARK LOGO: MIDT
 DL4092_PROJECTION: FLUSH
 DL4092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4092+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2009
 DL4092
 DL4092  HISTORY     - Date     Condition        Report By
 DL4092  HISTORY     - 20090415 MONUMENTED       MIDT
 DL4092
 DL4092                          STATION DESCRIPTION
 DL4092
 DL4092'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DL4092'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF
 DL4092'TIPTON, 6.1 MI (9.8 KM) NORTHWEST OF PALMYRA AND 1.6 MI (2.6 KM)
 DL4092'NORTH-NORTHEAST OF ADRIAN.
 DL4092'
 DL4092'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 WITH BUSINESS HIGHWAY
 DL4092'223, IN ADRIAN, GO NORTH ON HIGHWAY 52 FOR 1.6 MI (2.6 KM) TO THE
 DL4092'JUNCTION OF HIGHWAY 52 WITH CURTIS ROAD AND THE STATION ON THE RIGHT.
 DL4092'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL4092'IN THE ADRI CORS BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0067 ***********************************************************************
 MD0067  DESIGNATION -  ADRIAN 1
 MD0067  PID         -  MD0067
 MD0067  STATE/COUNTY-  MI/LENAWEE
 MD0067  COUNTRY     -  US
 MD0067  USGS QUAD   -  ADRIAN (2017)
 MD0067
 MD0067                         *CURRENT SURVEY CONTROL
 MD0067  ______________________________________________________________________
 MD0067* NAD 83(1986) POSITION- 41 53 52.86   (N) 084 02 03.39   (W)   HD_HELD1
 MD0067* NAVD 88 ORTHO HEIGHT -   239.357 (meters)      785.29  (feet) ADJUSTED
 MD0067  ______________________________________________________________________
 MD0067  GEOID HEIGHT    -        -34.889 (meters)                     GEOID18
 MD0067  DYNAMIC HEIGHT  -        239.265 (meters)      784.99  (feet) COMP
 MD0067  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 MD0067
 MD0067  VERT ORDER      -  SECOND    CLASS 0
 MD0067
 MD0067.The horizontal coordinates were determined by differentially corrected
 MD0067.hand held GPS observations or other comparable positioning techniques
 MD0067.and have an estimated accuracy of +/- 3 meters.
 MD0067
 MD0067.The orthometric height was determined by differential leveling and
 MD0067.adjusted by the NATIONAL GEODETIC SURVEY
 MD0067.in June 1991.
 MD0067
 MD0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0067.GEOID18 height accuracy estimate available here.
 MD0067
 MD0067.Click photographs - Photos may exist for this station.
 MD0067
 MD0067.The dynamic height is computed by dividing the NAVD 88
 MD0067.geopotential number by the normal gravity value computed on the
 MD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0067.degrees latitude (g = 980.6199 gals.).
 MD0067
 MD0067.The modeled gravity was interpolated from observed gravity values.
 MD0067
 MD0067;                    North         East    Units  Estimated Accuracy
 MD0067;SPC MI S     -    44,266.5   4,027,584.2     MT  (+/- 3 meters HH1 GPS) 
 MD0067
 MD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4601842707(NAD 83)
 MD0067
 MD0067                          SUPERSEDED SURVEY CONTROL
 MD0067
 MD0067  NGVD 29 (??/??/92)  239.495  (m)          785.74   (f) ADJ UNCH    2 0
 MD0067
 MD0067.Superseded values are not recommended for survey control.
 MD0067
 MD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0067.See file dsdata.pdf to determine how the superseded data were derived.
 MD0067
 MD0067_MARKER: DB = BENCH MARK DISK
 MD0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0067_SP_SET: WATER TABLE
 MD0067_STAMPING: ADRIAN NO 1 1934
 MD0067_MARK LOGO: CGS
 MD0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0067+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 MD0067
 MD0067  HISTORY     - Date     Condition        Report By
 MD0067  HISTORY     - 1934     MONUMENTED       CGS
 MD0067  HISTORY     - 1934     GOOD             CGS
 MD0067  HISTORY     - 20030604 GOOD             WILCOX
 MD0067  HISTORY     - 20120731 GOOD             GEOCAC
 MD0067
 MD0067                          STATION DESCRIPTION
 MD0067
 MD0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0067'AT ADRIAN.
 MD0067'AT ADRIAN, LENAWEE COUNTY, AT THE NEW MASONIC TEMPLE, IN THE
 MD0067'EAST FACE OF THE CONCRETE WATER TABLE, 2.8 FEET SOUTH OF THE
 MD0067'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4.5 FEET ABOVE
 MD0067'GROUND.  A STANDARD DISK, STAMPED ADRIAN 1 1934 AND SET
 MD0067'VERTICALLY.
 MD0067
 MD0067                          STATION RECOVERY (2003)
 MD0067
 MD0067'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (TT)
 MD0067'RECOVERED IN GOOD CONDITION.
 MD0067
 MD0067                          STATION RECOVERY (2012)
 MD0067
 MD0067'RECOVERY NOTE BY GEOCACHING 2012 (MTT)
 MD0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0066 ***********************************************************************
 MD0066  DESIGNATION -  ADRIAN 2
 MD0066  PID         -  MD0066
 MD0066  STATE/COUNTY-  MI/LENAWEE
 MD0066  COUNTRY     -  US
 MD0066  USGS QUAD   -  ADRIAN (2017)
 MD0066
 MD0066                         *CURRENT SURVEY CONTROL
 MD0066  ______________________________________________________________________
 MD0066* NAD 83(1986) POSITION- 41 53 28.     (N) 084 02 55.     (W)   SCALED
 MD0066* NAVD 88 ORTHO HEIGHT -   232.095 (meters)      761.47  (feet) ADJUSTED
 MD0066  ______________________________________________________________________
 MD0066  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 MD0066  DYNAMIC HEIGHT  -        232.006 (meters)      761.17  (feet) COMP
 MD0066  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 MD0066
 MD0066  VERT ORDER      -  SECOND    CLASS 0
 MD0066
 MD0066.The horizontal coordinates were scaled from a map and have
 MD0066.an estimated accuracy of +/- 6 seconds.
 MD0066
 MD0066.The orthometric height was determined by differential leveling and
 MD0066.adjusted by the NATIONAL GEODETIC SURVEY
 MD0066.in June 1991.
 MD0066
 MD0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0066.GEOID18 height accuracy estimate available here.
 MD0066
 MD0066.Click photographs - Photos may exist for this station.
 MD0066
 MD0066.The dynamic height is computed by dividing the NAVD 88
 MD0066.geopotential number by the normal gravity value computed on the
 MD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0066.degrees latitude (g = 980.6199 gals.).
 MD0066
 MD0066.The modeled gravity was interpolated from observed gravity values.
 MD0066
 MD0066;                    North         East    Units  Estimated Accuracy
 MD0066;SPC MI S     -    43,500.    4,026,400.      MT  (+/- 180 meters Scaled)
 MD0066
 MD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM448418(NAD 83)
 MD0066
 MD0066                          SUPERSEDED SURVEY CONTROL
 MD0066
 MD0066  NGVD 29 (??/??/92)  232.233  (m)          761.92   (f) ADJ UNCH    2 0
 MD0066
 MD0066.Superseded values are not recommended for survey control.
 MD0066
 MD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0066.See file dsdata.pdf to determine how the superseded data were derived.
 MD0066
 MD0066_MARKER: DB = BENCH MARK DISK
 MD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0066_STAMPING: ADRIAN 2 1934
 MD0066_MARK LOGO: CGS
 MD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0066+STABILITY: SURFACE MOTION
 MD0066
 MD0066  HISTORY     - Date     Condition        Report By
 MD0066  HISTORY     - 1934     MONUMENTED       CGS
 MD0066  HISTORY     - 20190919 MARK NOT FOUND   ADVGEO
 MD0066
 MD0066                          STATION DESCRIPTION
 MD0066
 MD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0066'AT ADRIAN.
 MD0066'AT ADRIAN, LENAWEE COUNTY, ON MC KENZIE STREET, ABOUT 650 FEET
 MD0066'NORTH OF THE GRADE CROSSING OF THE NEW YORK CENTRAL RAILROAD, 81
 MD0066'FEET NORTH OF THE WEST EXIT OF RIVERSIDE PARK, AND 33 FEET EAST
 MD0066'OF MC KENZIE STREET.  A STANDARD DISK, STAMPED ADRIAN 2 1934 AND
 MD0066'SET IN THE TOP OF A CONCRETE POST.
 MD0066
 MD0066                          STATION RECOVERY (2019)
 MD0066
 MD0066'RECOVERY NOTE BY ADVANCED GEOMATICS 2019 (JLZ)
 MD0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0069 ***********************************************************************
 MD0069  DESIGNATION -  ADRIAN 3
 MD0069  PID         -  MD0069
 MD0069  STATE/COUNTY-  MI/LENAWEE
 MD0069  COUNTRY     -  US
 MD0069  USGS QUAD   -  ADRIAN (2017)
 MD0069
 MD0069                         *CURRENT SURVEY CONTROL
 MD0069  ______________________________________________________________________
 MD0069* NAD 83(1986) POSITION- 41 53 58.     (N) 084 00 53.     (W)   SCALED
 MD0069* NAVD 88 ORTHO HEIGHT -   245.916 (meters)      806.81  (feet) ADJUSTED
 MD0069  ______________________________________________________________________
 MD0069  GEOID HEIGHT    -        -34.919 (meters)                     GEOID18
 MD0069  DYNAMIC HEIGHT  -        245.821 (meters)      806.50  (feet) COMP
 MD0069  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 MD0069
 MD0069  VERT ORDER      -  SECOND    CLASS 0
 MD0069
 MD0069.The horizontal coordinates were scaled from a map and have
 MD0069.an estimated accuracy of +/- 6 seconds.
 MD0069
 MD0069.The orthometric height was determined by differential leveling and
 MD0069.adjusted by the NATIONAL GEODETIC SURVEY
 MD0069.in June 1991.
 MD0069
 MD0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0069.GEOID18 height accuracy estimate available here.
 MD0069
 MD0069.Click photographs - Photos may exist for this station.
 MD0069
 MD0069.The dynamic height is computed by dividing the NAVD 88
 MD0069.geopotential number by the normal gravity value computed on the
 MD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0069.degrees latitude (g = 980.6199 gals.).
 MD0069
 MD0069.The modeled gravity was interpolated from observed gravity values.
 MD0069
 MD0069;                    North         East    Units  Estimated Accuracy
 MD0069;SPC MI S     -    44,430.    4,029,210.      MT  (+/- 180 meters Scaled)
 MD0069
 MD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM476429(NAD 83)
 MD0069
 MD0069                          SUPERSEDED SURVEY CONTROL
 MD0069
 MD0069  NGVD 29 (??/??/92)  246.053  (m)          807.26   (f) ADJ UNCH    2 0
 MD0069
 MD0069.Superseded values are not recommended for survey control.
 MD0069
 MD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0069.See file dsdata.pdf to determine how the superseded data were derived.
 MD0069
 MD0069_MARKER: DB = BENCH MARK DISK
 MD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0069_STAMPING: ADRIAN 3 1934
 MD0069_MARK LOGO: CGS
 MD0069_PROJECTION: FLUSH
 MD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0069+STABILITY: SURFACE MOTION
 MD0069
 MD0069  HISTORY     - Date     Condition        Report By
 MD0069  HISTORY     - 1934     MONUMENTED       CGS
 MD0069
 MD0069                          STATION DESCRIPTION
 MD0069
 MD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0069'AT ADRIAN.
 MD0069'AT ADRIAN, LENAWEE COUNTY, AT THE CENTER OF THE EAST END OF THE
 MD0069'COUNTY FAIR GROUNDS, 67 FEET EAST OF THE CENTERLINE OF THE RACE
 MD0069'TRACK, 52.5 FT. S AND 18.1 FT W OF NW COR. OF STABLES, 31 FT
 MD0069'E OF RD.  A STANDARD DISK, STAMPED ADRIAN 3 1934 AND SET IN THE
 MD0069'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ7678 ***********************************************************************
 AJ7678  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7678  DESIGNATION -  ADRIAN CORS ARP
 AJ7678  CORS_ID     -  ADRI
 AJ7678  PID         -  AJ7678
 AJ7678  STATE/COUNTY-  MI/LENAWEE
 AJ7678  COUNTRY     -  US
 AJ7678  USGS QUAD   -  ADRIAN (2017)
 AJ7678
 AJ7678                         *CURRENT SURVEY CONTROL
 AJ7678  ______________________________________________________________________
 AJ7678* NAD 83(2011) POSITION- 41 55 08.33197(N) 084 01 27.38147(W)   ADJUSTED
 AJ7678* NAD 83(2011) ELLIP HT-   207.090 (meters)        (04/??/25)   ADJUSTED
 AJ7678* NAD 83(2011) EPOCH   -  2010.00
 AJ7678* NAVD 88 ORTHO HEIGHT -   241.988 (meters)      793.92  (feet) ADJUSTED
 AJ7678  ______________________________________________________________________
 AJ7678  GEOID HEIGHT    -        -34.888 (meters)                     GEOID18
 AJ7678  NAD 83(2011) X  -    494,838.903 (meters)                     COMP
 AJ7678  NAD 83(2011) Y  - -4,727,341.514 (meters)                     COMP
 AJ7678  NAD 83(2011) Z  -  4,239,050.395 (meters)                     COMP
 AJ7678  VERT ORDER      -  FIRST     CLASS II
 AJ7678
 AJ7678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7678  Standards:
 AJ7678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7678  -------------------------------------------------------------------
 AJ7678  NETWORK    0.12   0.13           0.05   0.05   0.07     -0.40331300
 AJ7678  -------------------------------------------------------------------
 AJ7678
 AJ7678.The coordinates were established by GPS observations
 AJ7678.and adjusted by the National Geodetic Survey in April 2025.
 AJ7678
 AJ7678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7678.been affixed to the stable North American Tectonic Plate. 
 AJ7678
 AJ7678.The coordinates are valid at the epoch date displayed above
 AJ7678.which is a decimal equivalence of Year/Month/Day.
 AJ7678
 AJ7678.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ7678.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ7678.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ7678.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ7678.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ7678.published epoch of 2010.00.
 AJ7678
 AJ7678.Additional information on MYCS is available at:
 AJ7678.https://geodesy.noaa.gov/CORS/index.shtml
 AJ7678
 AJ7678.The orthometric height was determined by differential leveling and
 AJ7678.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7678.in September 2009.
 AJ7678
 AJ7678.No vertical observational check was made to the station.
 AJ7678
 AJ7678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7678.GEOID18 height accuracy estimate available here.
 AJ7678
 AJ7678.The PID for the CORS L1 Phase Center is DR5928.
 AJ7678
 AJ7678.Click photographs - Photos may exist for this station.
 AJ7678
 AJ7678.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7678
 AJ7678.The ellipsoidal height was determined by GPS observations
 AJ7678.and is referenced to NAD 83.
 AJ7678
 AJ7678. The following values were computed from the NAD 83(2011) position.
 AJ7678
 AJ7678;                    North         East     Units Scale Factor Converg.
 AJ7678;SPC MI S     -    46,598.469 4,028,404.841   MT  1.00004777   +0 13 58.8
 AJ7678;SPC MI S     -   152,882.12 13,216,551.32   iFT  1.00004777   +0 13 58.8
 AJ7678;UTM  16      - 4,645,063.999   746,767.120   MT  1.00034938   +1 59 20.5
 AJ7678;UTM  17      - 4,645,204.964   249,206.780   MT  1.00037403   -2 01 17.4
 AJ7678
 AJ7678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7678!SPC MI S     -   0.99996752  x   1.00004777  =   1.00001529
 AJ7678!UTM  16      -   0.99996752  x   1.00034938  =   1.00031689
 AJ7678!UTM  17      -   0.99996752  x   1.00037403  =   1.00034154
 AJ7678
 AJ7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4676745063(NAD 83)
 AJ7678
 AJ7678                          SUPERSEDED SURVEY CONTROL
 AJ7678
 AJ7678  NAD 83(2011)-  41 55 08.33219(N)    084 01 27.38179(W) AD(2010.00) c
 AJ7678  ELLIP H (06/??/19)  207.097  (m)                       GP(2010.00) c c
 AJ7678  NAD 83(2011)-  41 55 08.33214(N)    084 01 27.38157(W) AD(2010.00) c
 AJ7678  ELLIP H (08/??/11)  207.083  (m)                       GP(2010.00) c c
 AJ7678  NAD 83(CORS)-  41 55 08.33225(N)    084 01 27.38233(W) AD(2002.00) c
 AJ7678  ELLIP H (03/??/02)  207.108  (m)                       GP(2002.00) c c
 AJ7678  NAD 83(CORS)-  41 55 08.33225(N)    084 01 27.38234(W) AD(1997.00) c
 AJ7678  ELLIP H (01/??/02)  207.108  (m)                       GP(1997.00) c c
 AJ7678  NAVD 88             241.99   (m)          793.9    (f) LEVELING    3  
 AJ7678
 AJ7678.Superseded values are not recommended for survey control.
 AJ7678
 AJ7678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7678.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7678
 AJ7678_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7678
 AJ7678                          STATION DESCRIPTION
 AJ7678
 AJ7678'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ7678'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ7678'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ7678'AND LOG FILES ACCESSIBLE AT:
 AJ7678'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1737 ***********************************************************************
 MD1737  DESIGNATION -  ADRIAN MUNICIPAL TANK
 MD1737  PID         -  MD1737
 MD1737  STATE/COUNTY-  MI/LENAWEE
 MD1737  COUNTRY     -  US
 MD1737  USGS QUAD   -  ADRIAN (2017)
 MD1737
 MD1737                         *CURRENT SURVEY CONTROL
 MD1737  ______________________________________________________________________
 MD1737* NAD 83(1994) POSITION- 41 54 04.36849(N) 084 01 08.89077(W)   ADJUSTED
 MD1737  ______________________________________________________________________
 MD1737  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 MD1737  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 MD1737  HORZ ORDER      -  THIRD
 MD1737
 MD1737.The horizontal coordinates were established by classical geodetic methods
 MD1737.and adjusted by the National Geodetic Survey in February 1997.
 MD1737
 MD1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1737.GEOID18 height accuracy estimate available here.
 MD1737
 MD1737.Click photographs - Photos may exist for this station.
 MD1737
 MD1737.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1737
 MD1737. The following values were computed from the NAD 83(1994) position.
 MD1737
 MD1737;                    North         East     Units Scale Factor Converg.
 MD1737;SPC MI S     -    44,626.654 4,028,839.090   MT  1.00005298   +0 14 11.4
 MD1737;SPC MI S     -   146,412.91 13,217,976.02   iFT  1.00005298   +0 14 11.4
 MD1737;UTM  16      - 4,643,105.825   747,261.725   MT  1.00035239   +1 59 30.4
 MD1737;UTM  17      - 4,643,216.953   249,563.251   MT  1.00037184   -2 01 02.5
 MD1737
 MD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4726143105(NAD 83)
 MD1737
 MD1737                          SUPERSEDED SURVEY CONTROL
 MD1737
 MD1737  NAD 83(1986)-  41 54 04.37554(N)    084 01 08.90915(W) AD(       ) 3
 MD1737  NAD 27      -  41 54 04.20600(N)    084 01 09.11300(W) AD(       ) 3
 MD1737
 MD1737.Superseded values are not recommended for survey control.
 MD1737
 MD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1737.See file dsdata.pdf to determine how the superseded data were derived.
 MD1737
 MD1737_MARKER: 53 = ELEVATED TANK
 MD1737
 MD1737  HISTORY     - Date     Condition        Report By
 MD1737  HISTORY     - 1943     FIRST OBSERVED   CGS
 MD1737
 MD1737                          STATION DESCRIPTION
 MD1737
 MD1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1737'STATION IS LOCATED ON THE NE CORNER OF BRISTOL AND
 MD1737'ADDISON STREETS IN
 MD1737'THE CITY OF ADRIAN.  IT IS A LARGE ROUND-TOP
 MD1737'WATER TANK SUPPORTED BY 10 STEEL
 MD1737'LEGS.  THE TANK IS ABOUT 125 FEET
 MD1737'HIGH AND HAS A CAPACITY OF 300,00 GALLONS OF WATER.
 MD1737'THE POINT
 MD1737'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MD1737'
 MD1737'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1736 ***********************************************************************
 MD1736  DESIGNATION -  ADRIAN STUBNITZ GRN SPRING TK
 MD1736  PID         -  MD1736
 MD1736  STATE/COUNTY-  MI/LENAWEE
 MD1736  COUNTRY     -  US
 MD1736  USGS QUAD   -  ADRIAN (2017)
 MD1736
 MD1736                         *CURRENT SURVEY CONTROL
 MD1736  ______________________________________________________________________
 MD1736* NAD 83(1994) POSITION- 41 53 31.76764(N) 084 01 50.02991(W)   ADJUSTED
 MD1736  ______________________________________________________________________
 MD1736  GEOID HEIGHT    -        -34.899 (meters)                     GEOID18
 MD1736  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 MD1736  HORZ ORDER      -  THIRD
 MD1736
 MD1736.The horizontal coordinates were established by classical geodetic methods
 MD1736.and adjusted by the National Geodetic Survey in February 1997.
 MD1736
 MD1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1736.GEOID18 height accuracy estimate available here.
 MD1736
 MD1736.Click photographs - Photos may exist for this station.
 MD1736
 MD1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1736
 MD1736. The following values were computed from the NAD 83(1994) position.
 MD1736
 MD1736;                    North         East     Units Scale Factor Converg.
 MD1736;SPC MI S     -    43,616.919 4,027,894.820   MT  1.00005568   +0 13 43.4
 MD1736;SPC MI S     -   143,100.13 13,214,878.02   iFT  1.00005568   +0 13 43.4
 MD1736;UTM  16      - 4,642,067.336   746,348.555   MT  1.00034684   +1 59 01.6
 MD1736;UTM  17      - 4,642,244.819   248,579.691   MT  1.00037791   -2 01 28.8
 MD1736
 MD1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4634842067(NAD 83)
 MD1736
 MD1736                          SUPERSEDED SURVEY CONTROL
 MD1736
 MD1736  NAD 83(1986)-  41 53 31.77466(N)    084 01 50.04804(W) AD(       ) 3
 MD1736  NAD 27      -  41 53 31.60500(N)    084 01 50.25000(W) AD(       ) 3
 MD1736
 MD1736.Superseded values are not recommended for survey control.
 MD1736
 MD1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1736.See file dsdata.pdf to determine how the superseded data were derived.
 MD1736
 MD1736_MARKER: 53 = ELEVATED TANK
 MD1736
 MD1736  HISTORY     - Date     Condition        Report By
 MD1736  HISTORY     - 1943     FIRST OBSERVED   CGS
 MD1736
 MD1736                          STATION DESCRIPTION
 MD1736
 MD1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1736'STATION IS LOCATED ON THE S SIDE OF
 MD1736'LOGAN STREET
 MD1736'BETWEEN DIVISION AND CENTER STREETS IN THE CITY OF
 MD1736'ADRIAN.  IT IS A 4-LEGGED
 MD1736'SILVER STEEL WATER TANK ABOUT 110 FEET
 MD1736'HIGH.  THE POINT OBSERVED ON WAS THE SMALL
 MD1736'BALL ON TOP OF THE
 MD1736'TANK.
 MD1736'
 MD1736'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0951 ***********************************************************************
 RJ0951  DESIGNATION -  ADVANCE
 RJ0951  PID         -  RJ0951
 RJ0951  STATE/COUNTY-  MI/CHIPPEWA
 RJ0951  COUNTRY     -  US
 RJ0951  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0951
 RJ0951                         *CURRENT SURVEY CONTROL
 RJ0951  ______________________________________________________________________
 RJ0951* NAD 83(1994) POSITION- 46 22 41.32910(N) 084 08 37.42040(W)   ADJUSTED
 RJ0951* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0951  ______________________________________________________________________
 RJ0951  GEOID HEIGHT    -        -36.650 (meters)                     GEOID18
 RJ0951  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 RJ0951  HORZ ORDER      -  THIRD
 RJ0951
 RJ0951.The horizontal coordinates were established by classical geodetic methods
 RJ0951.and adjusted by the National Geodetic Survey in February 1997.
 RJ0951
 RJ0951.The orthometric height was scaled from a topographic map.
 RJ0951
 RJ0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0951.GEOID18 height accuracy estimate available here.
 RJ0951
 RJ0951.Click photographs - Photos may exist for this station.
 RJ0951
 RJ0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0951
 RJ0951. The following values were computed from the NAD 83(1994) position.
 RJ0951
 RJ0951;                    North         East     Units Scale Factor Converg.
 RJ0951;SPC MI N     -   181,212.391 8,219,675.559   MT  0.99990414   +2 03 52.1
 RJ0951;SPC MI N     -   594,528.84 26,967,439.50   iFT  0.99990414   +2 03 52.1
 RJ0951;SPC MI C     -   340,253.259 6,017,155.439   MT  1.00022794   +0 09 26.9
 RJ0951;SPC MI C     - 1,116,316.47 19,741,323.62   iFT  1.00022794   +0 09 26.9
 RJ0951;UTM  16      - 5,140,028.604   719,651.996   MT  1.00019310   +2 04 06.6
 RJ0951
 RJ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0951!SPC MI N     -   0.99997815  x   0.99990414  =   0.99988229
 RJ0951!SPC MI C     -   0.99997815  x   1.00022794  =   1.00020609
 RJ0951!UTM  16      -   0.99997815  x   1.00019310  =   1.00017125
 RJ0951
 RJ0951:                Primary Azimuth Mark                     Grid Az
 RJ0951:SPC MI N     -  ROCK                                     350 17 24.0
 RJ0951:SPC MI C     -  ROCK                                     352 11 49.2
 RJ0951:UTM  16      -  ROCK                                     350 17 09.5
 RJ0951
 RJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1965140028(NAD 83)
 RJ0951
 RJ0951|---------------------------------------------------------------------|
 RJ0951| PID    Reference Object                     Distance      Geod. Az  |
 RJ0951|                                                           dddmmss.s |
 RJ0951| RJ0952 TS 39                                11.143 METERS 26833     |
 RJ0951| RJ0953 ROCK                                APPROX. 0.9 KM 3522116.1 |
 RJ0951|---------------------------------------------------------------------|
 RJ0951
 RJ0951                          SUPERSEDED SURVEY CONTROL
 RJ0951
 RJ0951  NAD 83(1986)-  46 22 41.31927(N)    084 08 37.42961(W) AD(       ) 3
 RJ0951  NAD 27      -  46 22 41.24500(N)    084 08 37.32200(W) AD(       ) 3
 RJ0951
 RJ0951.Superseded values are not recommended for survey control.
 RJ0951
 RJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0951.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0951
 RJ0951_MARKER: H = DRILL HOLE
 RJ0951_SETTING: 80 = SET IN A BOULDER
 RJ0951_PROJECTION: PROJECTING 8 CENTIMETERS
 RJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0951+STABILITY: SURFACE MOTION
 RJ0951
 RJ0951  HISTORY     - Date     Condition        Report By
 RJ0951  HISTORY     - 1944     MONUMENTED       IBC
 RJ0951
 RJ0951                          STATION DESCRIPTION
 RJ0951
 RJ0951'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0951'ON ADVANCE ISLAND IN THE LOWER END OF LAKE GEORGE, 1/2 MILE OFF
 RJ0951'THE SHORE OF SUGAR ISLAND, AND 1/2 MILE N OF DUCK ISLAND.  IT IS
 RJ0951'6 FEET FROM THE WATER ON THE E POINT OF THE ISLAND, AT EDGE OF
 RJ0951'GRASS IN 1958.
 RJ0951'
 RJ0951'STATION MARK IS A 1-INCH DRILL HOLE IN A ROCK 2 BY 2 FEET BY 3
 RJ0951'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0708 ***********************************************************************
 OK0708  DESIGNATION -  AEBIG AZ MK
 OK0708  PID         -  OK0708
 OK0708  STATE/COUNTY-  MI/OTTAWA
 OK0708  COUNTRY     -  US
 OK0708  USGS QUAD   -  COOPERSVILLE (2017)
 OK0708
 OK0708                         *CURRENT SURVEY CONTROL
 OK0708  ______________________________________________________________________
 OK0708* NAD 83(1994) POSITION- 43 06 14.53780(N) 085 58 50.88629(W)   ADJUSTED
 OK0708* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) VERTCON3
 OK0708  ______________________________________________________________________
 OK0708  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 OK0708  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 OK0708  HORZ ORDER      -  THIRD
 OK0708
 OK0708.The horizontal coordinates were established by classical geodetic methods
 OK0708.and adjusted by the National Geodetic Survey in February 1997.
 OK0708
 OK0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0708
 OK0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0708.GEOID18 height accuracy estimate available here.
 OK0708
 OK0708.Click photographs - Photos may exist for this station.
 OK0708
 OK0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0708
 OK0708. The following values were computed from the NAD 83(1994) position.
 OK0708
 OK0708;                    North         East     Units Scale Factor Converg.
 OK0708;SPC MI S     -   179,432.939 3,868,623.473   MT  0.99991417   -1 05 54.5
 OK0708;SPC MI S     -   588,690.74 12,692,334.23   iFT  0.99991417   -1 05 54.5
 OK0708;UTM  16      - 4,772,872.239   582,933.169   MT  0.99968461   +0 41 47.3
 OK0708
 OK0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0708!SPC MI S     -   0.99997182  x   0.99991417  =   0.99988599
 OK0708!UTM  16      -   0.99997182  x   0.99968461  =   0.99965644
 OK0708
 OK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8293372872(NAD 83)
 OK0708
 OK0708                          SUPERSEDED SURVEY CONTROL
 OK0708
 OK0708  NAD 83(1986)-  43 06 14.54067(N)    085 58 50.89615(W) AD(       ) 3
 OK0708  NGVD 29 (12/07/92)  214.     (m)          702.     (f) VERT ANG       
 OK0708
 OK0708.Superseded values are not recommended for survey control.
 OK0708
 OK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0708.See file dsdata.pdf to determine how the superseded data were derived.
 OK0708
 OK0708_MARKER: DR = REFERENCE MARK DISK
 OK0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0708_STAMPING: AEBIG 1932 AZIMUTH
 OK0708_MARK LOGO: CGS
 OK0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0708+STABILITY: SURFACE MOTION
 OK0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0708+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 OK0708
 OK0708  HISTORY     - Date     Condition        Report By
 OK0708  HISTORY     - 1932     MONUMENTED       CGS
 OK0708  HISTORY     - 19890509 GOOD             NGS
 OK0708  HISTORY     - 19950926 GOOD             USPSQD
 OK0708  HISTORY     - 20051202 MARK NOT FOUND   INDIV
 OK0708
 OK0708                          STATION DESCRIPTION
 OK0708
 OK0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0708'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0708'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0708'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0708'PROPERTY OF MR. AUTHUR LUCAS.
 OK0708'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0708'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0708'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0708'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0708'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0708'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0708'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR
 OK0708'2.43 KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO
 OK0708'NORTH ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT
 OK0708'ST.).  TURN RIGHT AND GO EAST ON TAFT STREET FOR 0.53 KM (0.33 MI) TO
 OK0708'THE MARK ON THE LEFT ALONG THE NORTH SIDE OF ROAD.
 OK0708'AZIMUTH MARK 1 IS SET PROJECTING ABOUT 6 INCHES.  IT IS LOCATED 7.8 M
 OK0708'(25.59 FT) NORTH FROM THE CENTER OF TAFT STREET AND 0.31 M (1.02 FT)
 OK0708'WEST FROM A MWP.
 OK0708'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.1 M (3.61 FT) .
 OK0708'A TRAVERSE CONNECTION WAS MADE TO STATION AEBIG 1932 USING ELECTRONIC
 OK0708'DISTANCE MEASURING EQUIPMENT.
 OK0708'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0708
 OK0708                          STATION RECOVERY (1995)
 OK0708
 OK0708'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0708'RECOVERED IN GOOD CONDITION.
 OK0708
 OK0708                          STATION RECOVERY (2005)
 OK0708
 OK0708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0623 ***********************************************************************
 OK0623  DESIGNATION -  AEBIG RESET
 OK0623  PID         -  OK0623
 OK0623  STATE/COUNTY-  MI/OTTAWA
 OK0623  COUNTRY     -  US
 OK0623  USGS QUAD   -  COOPERSVILLE (2017)
 OK0623
 OK0623                         *CURRENT SURVEY CONTROL
 OK0623  ______________________________________________________________________
 OK0623* NAD 83(2011) POSITION- 43 06 20.99192(N) 085 59 08.96503(W)   ADJUSTED
 OK0623* NAD 83(2011) ELLIP HT-   180.178 (meters)        (06/27/12)   ADJUSTED
 OK0623* NAD 83(2011) EPOCH   -  2010.00
 OK0623* NAVD 88 ORTHO HEIGHT -   213.7   (meters)      701.    (feet) GPS OBS
 OK0623  ______________________________________________________________________
 OK0623  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0623  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 OK0623  NAD 83(2011) X  -    326,499.459 (meters)                     COMP
 OK0623  NAD 83(2011) Y  - -4,652,616.492 (meters)                     COMP
 OK0623  NAD 83(2011) Z  -  4,336,216.126 (meters)                     COMP
 OK0623  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 OK0623
 OK0623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0623  Standards:
 OK0623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0623  -------------------------------------------------------------------
 OK0623  NETWORK   12.74   9.19           3.18   6.23   4.69      0.13470862
 OK0623  -------------------------------------------------------------------
 OK0623  Click here for local accuracies and other accuracy information.
 OK0623
 OK0623.The horizontal coordinates were established by GPS observations
 OK0623.and adjusted by the National Geodetic Survey in June 2012.
 OK0623
 OK0623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0623.been affixed to the stable North American tectonic plate. See 
 OK0623.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0623
 OK0623.The horizontal coordinates are valid at the epoch date displayed above
 OK0623.which is a decimal equivalence of Year/Month/Day.
 OK0623
 OK0623.The orthometric height was determined by GPS observations and a
 OK0623.high-resolution geoid model.
 OK0623
 OK0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0623.GEOID18 height accuracy estimate available here.
 OK0623
 OK0623.Click photographs - Photos may exist for this station.
 OK0623
 OK0623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0623
 OK0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0623
 OK0623.The ellipsoidal height was determined by GPS observations
 OK0623.and is referenced to NAD 83.
 OK0623
 OK0623. The following values were computed from the NAD 83(2011) position.
 OK0623
 OK0623;                    North         East     Units Scale Factor Converg.
 OK0623;SPC MI S     -   179,639.906 3,868,218.616   MT  0.99991429   -1 06 06.8
 OK0623;SPC MI S     -   589,369.77 12,691,005.96   iFT  0.99991429   -1 06 06.8
 OK0623;UTM  16      - 4,773,066.378   582,522.123   MT  0.99968377   +0 41 35.1
 OK0623
 OK0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0623!SPC MI S     -   0.99997175  x   0.99991429  =   0.99988604
 OK0623!UTM  16      -   0.99997175  x   0.99968377  =   0.99965552
 OK0623
 OK0623:                Primary Azimuth Mark                     Grid Az
 OK0623:SPC MI S     -  AEBIG AZ MK                              117 04 10.8
 OK0623:UTM  16      -  AEBIG AZ MK                              115 16 28.9
 OK0623
 OK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8252273066(NAD 83)
 OK0623
 OK0623|---------------------------------------------------------------------|
 OK0623| PID    Reference Object                     Distance      Geod. Az  |
 OK0623|                                                           dddmmss.s |
 OK0623| CH0727 AEBIG RM 1                           38.993 METERS 10122     |
 OK0623| OK0708 AEBIG AZ MK                         454.832 METERS 1155804.0 |
 OK0623| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX. 6.6 KM 1362834.6 |
 OK0623| CH0728 AEBIG RM 2                           21.129 METERS 24722     |
 OK0623| CH0729 AEBIG RM 3                           66.532 METERS 24903     |
 OK0623| OK0707 AEBIG RM 5                           64.498 METERS 25509     |
 OK0623| OL0554 SPRING LAKE MUNICIPAL TANK          APPROX.17.5 KM 2585606.0 |
 OK0623| OK0709 AEBIG RM 4                           73.329 METERS 30156     |
 OK0623|---------------------------------------------------------------------|
 OK0623
 OK0623                          SUPERSEDED SURVEY CONTROL
 OK0623
 OK0623  NAD 83(2007)-  43 06 20.99158(N)    085 59 08.96564(W) AD(2002.00) 0
 OK0623  ELLIP H (02/10/07)  180.196  (m)                       GP(2002.00)    
 OK0623  ELLIP H (07/17/02)  180.147  (m)                       GP(       ) 4 1
 OK0623  NAD 83(1994)-  43 06 20.99175(N)    085 59 08.97015(W) AD(       ) 1
 OK0623  ELLIP H (02/03/97)  180.171  (m)                       GP(       ) 4 1
 OK0623  NAD 83(1986)-  43 06 20.99464(N)    085 59 08.97999(W) AD(       ) 1
 OK0623  NAD 27      -  43 06 20.91800(N)    085 59 08.80700(W) AD(       ) 1
 OK0623  NGVD 29 (03/27/91)  214.1    (m)  OSU 89B  model used  GPS OBS        
 OK0623
 OK0623.Superseded values are not recommended for survey control.
 OK0623
 OK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0623.See file dsdata.pdf to determine how the superseded data were derived.
 OK0623
 OK0623_MARKER: DS = TRIANGULATION STATION DISK
 OK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0623_STAMPING: AEBIG 1932 1969
 OK0623_MARK LOGO: CGS
 OK0623_PROJECTION: RECESSED 46 CENTIMETERS
 OK0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0623+STABILITY: SURFACE MOTION
 OK0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0623+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 OK0623
 OK0623  HISTORY     - Date     Condition        Report By
 OK0623  HISTORY     - 1932     MONUMENTED       CGS
 OK0623  HISTORY     - 1934     GOOD             CGS
 OK0623  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OK0623  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0623  HISTORY     - 1981     GOOD             MIDH
 OK0623  HISTORY     - 19890509 GOOD             NGS
 OK0623  HISTORY     - 19910626 GOOD             NGS
 OK0623  HISTORY     - 19930305 GOOD             MIDT
 OK0623  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 OK0623  HISTORY     - 20051202 GOOD             INDIV
 OK0623
 OK0623                          STATION DESCRIPTION
 OK0623
 OK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0623'ABOUT 12 MILES NORTHEAST OF GRAND HAVEN, 2 MILES NORTH OF DENNISON, IN
 OK0623'SW 1/4 SEC. 4, T. 8 N., R. 14 W., POLKTON TOWNSHIP, ON LAND OWNED AND
 OK0623'OCCUPIED BY G. B. AEBIG, JUST EAST OF FARM BUILDINGS, IN LANE LEADING
 OK0623'EAST FROM BARNS, 227.3 FEET EAST OF EAST SIDE OF MAIN BARN, 9 FEET
 OK0623'SOUTH OF NORTH FENCE LINE OF LANE, 12 FEET EAST OF GATE IN LANE, AND
 OK0623'88 FEET EAST OF 36-INCH ELM TREE.
 OK0623'
 OK0623'TO REACH FROM GRAND HAVEN, FOLLOW U.S. ROUTE 31 NORTH ACROSS BRIDGE TO
 OK0623'JUNCTION WITH U.S. ROUTE 16, FOLLOW U.S. ROUTE 16 EAST 10.2 MILES TO
 OK0623'CROSSROADS AT SCHOOLHOUSE, TURN NORTH ON GRAVEL ROAD 2.0 MILES TO
 OK0623'CROSSROADS, TURN EAST 1.0 MILE TO CROSSROADS, TURN NORTH 0.1 MILE TO
 OK0623'MR. AEBIGS FARM AND STATION SITE.
 OK0623'
 OK0623'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE
 OK0623'NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 OK0623'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, PROJECTING 4
 OK0623'INCHES.
 OK0623'
 OK0623'NO. 1 IS ON SOUTH EDGE OF LANE, AND 127.95 FEET FROM STATION IN
 OK0623'AZIMUTH 281 DEG 21 MIN.
 OK0623'
 OK0623'NO. 2 IS ON SOUTH EDGE OF LANE, 163 FEET EAST OF BARN, 19 FEET EAST OF
 OK0623'ELM TREE, AND 69.32 FEET FROM STATION IN AZIMUTH 67 DEG 23.
 OK0623'
 OK0623'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF EAST-WEST GRAVEL
 OK0623'ROAD, ABOUT 0.2 MILE EAST OF CROSSROADS, 22.8 FEET WEST OF 10-INCH ELM
 OK0623'TREE, AND APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH 295 DEG 58
 OK0623'MIN 09 SEC.
 OK0623
 OK0623                          STATION RECOVERY (1958)
 OK0623
 OK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 OK0623'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OK0623'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 OK0623'ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OK0623
 OK0623                          STATION RECOVERY (1969)
 OK0623
 OK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OK0623'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 OK0623'GOOD CONDITION.  THE STATION SITE WILL SOON BE CLEARED AND CULTIVATED
 OK0623'AND THE STATION MARK WAS LOWERED AT THE OWNERS REQUEST.  REFERENCE
 OK0623'MARKS 1 AND 2 WERE DESTROYED AND REFERENCE MARKS 3 AND 4 WERE SET.
 OK0623'THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.  A NEW DESCRIPTION
 OK0623'FOLLOWS-
 OK0623'
 OK0623'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF GRAND HAVEN, IN THE
 OK0623'SW 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON THE PROPERTY
 OK0623'OF MR. ARTHUR LUCAS, 411 FEET EAST OF THE CENTERLINE OF BOTH AVE, 219
 OK0623'FEET NORTHEAST OF A POWER POLE AND A METAL WITNESS POST AND 241 FEET
 OK0623'SOUTHEAST OF A POWER POLE.  THE MONUMENT IS 2 FEET BELOW THE SURFACE
 OK0623'OF THE GROUND AND THE DISK IS STAMPED AEBIG 1932 1969. (NOTE 1C 7A)
 OK0623'
 OK0623'TO REACH THE STATION FROM THE COOPERSVILLE REFORMED CHURCH AT THE
 OK0623'SOUTHWEST EDGE OF COOPERSVILLE (INTERSECTION OF EASTMANVILLE AND
 OK0623'RANDALL STREETS), GO WEST ON RANDALL ST.  WHICH BECOMES STATE ROAD FOR
 OK0623'2.85 MILES TO THE INTERSECTION OF 80TH AVE.  TURN RIGHT AND GO NORTH
 OK0623'ON 80TH AVE.  FOR 2.2 MILES TO THE INTERSECTION OF TAFT STREET.
 OK0623'CONTINUE NORTH ON 80TH AVE. FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 OK0623'
 OK0623'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF TAFT STREET AND
 OK0623'80TH AVE., GO EAST ON TAFT ST. FOR 0.35 MILE TO THE AZIMUTH MARK ON
 OK0623'THE LEFT.
 OK0623'
 OK0623'REFERENCE MARK 3 IS 1 FOOT EAST OF A POWER POLE, 1 FOOT NORTHEAST OF A
 OK0623'METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE AND 210 FEET EAST OF THE
 OK0623'CENTERLINE OF 80TH AVE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 OK0623'IS STAMPED AEBIG 1932 NO 3 1969.
 OK0623'
 OK0623'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A POWER POLE, 71 FEET SOUTHEAST OF
 OK0623'THE SOUTHEAST CORNER OF A HOUSE AND 205 FEET EAST OF THE CENTERLINE OF
 OK0623'80TH AVE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OK0623'AEBIG 1932 NO 4 1969.
 OK0623'
 OK0623'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF TAFT ST., 1
 OK0623'FOOT WEST OF A METAL WITNESS POST, 2 FEET SOUTH OF A FENCE AND ON THE
 OK0623'HIGHEST POINT OF A SMALL RIDGE ABOUT 4 FEET HIGHER IN ELEVATION THAN
 OK0623'THE STREET.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OK0623'AEBIG 1932 AZIMUTH
 OK0623'
 OK0623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2 MILES
 OK0623'NORTHWEST COOPERSVILLE
 OK0623'
 OK0623'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0623
 OK0623                          STATION RECOVERY (1981)
 OK0623
 OK0623'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 OK0623'THE STATION, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE FOUND IN
 OK0623'GOOD CONDITION.  THE STATION IS 1.5 FEET BELOW THE GROUND SURFACE IN A
 OK0623'CULTIVATED FIELD.  A METAL BAR WAS PLACED ADJACENT TO THE MONUMENT.
 OK0623
 OK0623                          STATION RECOVERY (1989)
 OK0623
 OK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0623'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0623'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0623'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0623'PROPERTY OF MR. AUTHUR LUCAS.  THE STATION MARK, AZIMUTH MARK AND
 OK0623'REFERENCE MARK 4 WERE RECOVERED IN GOOD CONTITION.  MR. LEON CHASE WHO
 OK0623'OWNS THE AJOINTING PROPERTY WHERE REFERENCE MARK 3 WAS LOCATED, ASKED
 OK0623'THAT THIS REFERENCE MARK BE RELOCATED, SO A NEW REFERENCE MARK 5 WAS
 OK0623'ESTABLISHED AT THIS TIME.  THE ANGLE FROM THE AZIMUTH MARK TO
 OK0623'REFERENCE MARK 4 WAS FOUND TO DIFFER BY 30 MINUTES BUT THE DISTANCE
 OK0623'CHECKED THE OLD DATA.
 OK0623'
 OK0623'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0623'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0623'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0623'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0623'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0623'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0623'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR 2.43
 OK0623'KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO NORTH
 OK0623'ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT ST.).
 OK0623'CONTINUE AHEAD NORTH FOR 0.21 KM (0.13 MI) TO A DRIVEWAY AT THE HOME
 OK0623'OF MR. LEON CHASE AND THE STATION IN THE CULTIVATED FIELD TO THE EAST
 OK0623'OF HIS HOUSE.
 OK0623'
 OK0623'THE STATION IS RECESSED 2 FEET BELOW THE GROUND.  IT IS 125.27 M
 OK0623'(410.99 FT) EAST FROM THE CENTER OF 80TH AVENUE, 73.46 M (241.01 FT)
 OK0623'SOUTHEAST FROM A UTILITY POLE BY REFERENCE MARK 4 AND 64.31 M (210.99
 OK0623'FT) EAST-NORTHEAST FROM A UTILITY POLE BY REFERENCE MARK 5.  HEIGHT OF
 OK0623'TARGET SHOWN ABOVE THE MARK WAS 1.7 M (5.58 FT).  A TRAVERSE
 OK0623'CONNECTION WAS MADE TO STATION AEBIG 1932 AZIMUTH USING ELECTRONIC
 OK0623'DISTANCE MEASURING EQUIPMENT.  RECOVERY BY RONALD L. RAMSEY, NGS
 OK0623'GEODETIC ADVISOR - MICHIGAN.
 OK0623
 OK0623                          STATION RECOVERY (1991)
 OK0623
 OK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0623'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI) NORTHEAST OF GRAND HAVEN,
 OK0623'8 KM (5.0 MI) NORTHWEST OF COOPERSVILLE.  OWNERSHIP--MR. AUTHUR LUCAS.
 OK0623'
 OK0623'TO REACH THE STATION FROM THE COOPERSVILLE REFORMED CHURCH AT THE
 OK0623'SOUTHWEST CORNER OF COOPERSVILLE (INTERSECTION OF EAST MANVILLE AND
 OK0623'RANDALL STREETS), GO WEST ON RANDALL STREET FOR 1.6 KM (1.0 MI) TO A
 OK0623'CROSS STREET (68TH AVE.).  CONTINUE AHEAD AND GO WEST ON RANDALL
 OK0623'STREET (TURNS INTO STATE ROAD) FOR 0.40 KM (0.25 MI) TO WHERE STATE
 OK0623'ROAD TURNS RIGHT AND ENTRANCE RAMP TO INTERSTATE HIGHWAY 96 STRAIGHT
 OK0623'AHEAD. TURN RIGHT AND CONTINUE ON STATE ROAD FOR 2.4 KM (1.5 MI) TO A
 OK0623'CROSS STREET (80TH AVE.).  TURN RIGHT AND GO NORTH ON 80TH AVENUE FOR
 OK0623'3.5 KM (2.2 MI) TO A CROSS STREET (TAFT ST.).  CONTINUE AHEAD AND GO
 OK0623'NORTH FOR 0.25 KM (0.16 MI) TO A DRIVEWAY ON THE RIGHT AT THE HOME OF
 OK0623'MR. LEON CHASE AND THE STATION IN THE CULTIVATED FIELD TO THE EAST OF
 OK0623'HIS HOUSE.
 OK0623'
 OK0623'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A MASS OF
 OK0623'CONCRETE RECESSED 0.6 METER BELOW THE GROUND.  LOCATED 125.27 M
 OK0623'(410.99 FT) EAST FROM THE CENTER OF 80TH AVENUE, 73.46 M (241.01 FT)
 OK0623'SOUTHEAST FROM A UTILITY POLE BY REFERENCE MARK 4 AND 64.31 M (210.99
 OK0623'FT) EAST-NORTHEAST FROM A UTILITY POLE BY REFERENCE MARK 5.
 OK0623
 OK0623                          STATION RECOVERY (1993)
 OK0623
 OK0623'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 OK0623'STATION IS LOCATED IN QUAD 430853 ON THE COOPERSVILLE QUADRANGLE MAP.
 OK0623'IT IS IN THE SOUTHWEST 1/4 SECTION 4, T-8-N, R-14-W, POLKTON TOWNSHIP,
 OK0623'ABOUT 3.0 MILES (4.8 KM) NORTHWEST OF COOPERSVILLE, ABOUT 4.0 MILES
 OK0623'(6.4 KM) NORTHEAST OF NUNICA, ABOUT 6.0 MILES (9.7 KM) SOUTHERLY OF
 OK0623'RAVENNA, ABOUT 13.0 MILES (20.9 KM) NORTHEASTERLY OF GRAND HAVEN AND
 OK0623'ON THE PROPERTY OF MR. ARTHUR LUCAS.
 OK0623'
 OK0623'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH IN THE SOUTHWEST EDGE
 OK0623'OF COOPERSVILLE AT THE INTERSECTION OF EASTMANVILLE AND RANDALL
 OK0623'STREETS, GO WEST ON RANDALL STREET WHICH BECOMES STATE ROAD FOR 2.85
 OK0623'MILES (4.59 KM) TO THE INTERSECTION WITH 80TH AVENUE. TURN RIGHT AND
 OK0623'GO NORTH ALONG 80TH AVENUE FOR 2.2 MILES (3.5 KM) TO THE INTERSECTION
 OK0623'WITH TAFT STREET.  CONTINUE NORTH ALONG 80TH AVENUE FOR 0.1 MILES
 OK0623'(0.2 KM) TO STATION ON THE RIGHT ABOUT 400 FEET (121.9 M) EAST OF THE
 OK0623'ROAD.
 OK0623'
 OK0623'STATION IS IN A CROP FIELD 18 INCHES BELOW THE SURFACE (CORN AT THIS
 OK0623'TIME) BEHIND A SAND BLASTING COMPANY. IT IS 227.5 FT (69.3 M)
 OK0623'NORTHEASTERLY OF THE NORTHEAST CORNER OF POLE BUILDING, 193.8 FT
 OK0623'(59.1 M) NORTHEASTERLY OF THE SOUTHEAST CORNER OF A CONCRETE PAD,
 OK0623'178.8 FT (54.5 M) NORTHEASTERLY OF A LIGHT POLE, AND 240.55 FT
 OK0623'(73.32 M) SOUTHEASTERLY OF RM NO 4.  PER REQUEST OF PROPERTY OWNER NO
 OK0623'WITNESS POST WAS INSTALLED AT LOCATION OF STATION.
 OK0623
 OK0623                          STATION RECOVERY (1995)
 OK0623
 OK0623'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0623'MARK NOT FOUND.
 OK0623
 OK0623                          STATION RECOVERY (2005)
 OK0623
 OK0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0623'18 INCHES BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0707 ***********************************************************************
 OK0707  DESIGNATION -  AEBIG RM 5
 OK0707  PID         -  OK0707
 OK0707  STATE/COUNTY-  MI/OTTAWA
 OK0707  COUNTRY     -  US
 OK0707  USGS QUAD   -  COOPERSVILLE (2017)
 OK0707
 OK0707                         *CURRENT SURVEY CONTROL
 OK0707  ______________________________________________________________________
 OK0707* NAD 83(1994) POSITION- 43 06 20.45586(N) 085 59 11.72724(W)   NO CHECK
 OK0707* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) VERTCON3
 OK0707  ______________________________________________________________________
 OK0707  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 OK0707  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 OK0707  HORZ ORDER      -  THIRD
 OK0707
 OK0707.The horizontal coordinates were established by classical geodetic methods
 OK0707.and adjusted by the National Geodetic Survey in February 1997.
 OK0707
 OK0707.No horizontal observational check was made to the station.
 OK0707
 OK0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0707
 OK0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0707.GEOID18 height accuracy estimate available here.
 OK0707
 OK0707.Click photographs - Photos may exist for this station.
 OK0707
 OK0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0707
 OK0707. The following values were computed from the NAD 83(1994) position.
 OK0707
 OK0707;                    North         East     Units Scale Factor Converg.
 OK0707;SPC MI S     -   179,624.569 3,868,155.858   MT  0.99991428   -1 06 08.7
 OK0707;SPC MI S     -   589,319.45 12,690,800.06   iFT  0.99991428   -1 06 08.7
 OK0707;UTM  16      - 4,773,049.087   582,459.890   MT  0.99968365   +0 41 33.2
 OK0707
 OK0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0707!SPC MI S     -   0.99997180  x   0.99991428  =   0.99988608
 OK0707!UTM  16      -   0.99997180  x   0.99968365  =   0.99965545
 OK0707
 OK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8245973049(NAD 83)
 OK0707
 OK0707                          SUPERSEDED SURVEY CONTROL
 OK0707
 OK0707  NAD 83(1986)-  43 06 20.45876(N)    085 59 11.73708(W) AD(       ) 3
 OK0707  NGVD 29 (12/07/92)  214.     (m)          702.     (f) VERT ANG       
 OK0707
 OK0707.Superseded values are not recommended for survey control.
 OK0707
 OK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0707.See file dsdata.pdf to determine how the superseded data were derived.
 OK0707
 OK0707_MARKER: DR = REFERENCE MARK DISK
 OK0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0707_STAMPING: AEBIG 1932 NO 5
 OK0707_MARK LOGO: NGS
 OK0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0707+STABILITY: SURFACE MOTION
 OK0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0707+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OK0707
 OK0707  HISTORY     - Date     Condition        Report By
 OK0707  HISTORY     - 1989     MONUMENTED       NGS
 OK0707  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 OK0707  HISTORY     - 20051202 MARK NOT FOUND   INDIV
 OK0707
 OK0707                          STATION DESCRIPTION
 OK0707
 OK0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0707'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0707'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0707'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0707'PROPERTY OF MR. AUTHUR LUCAS.
 OK0707'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0707'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0707'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0707'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0707'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0707'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0707'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR
 OK0707'2.43 KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO
 OK0707'NORTH ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT
 OK0707'ST.).  CONTINUE AHEAD NORTH FOR 0.21 KM (0.13 MI) TO A DRIVEWAY AT
 OK0707'THE HOME OF MR. LEON CHASE AND THE STATION SET NEAR THE SOUTHEAST
 OK0707'CORNER OF THE NORTH ONE OF TWO METAL BUILDINGS BY A UTILITY POLE.
 OK0707'REFERENCE MARK 5 PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 6.95 M
 OK0707'(22.80 FT) EAST FROM THE SOUTHEAST CORNER OF THE NORTH ONE OF TWO
 OK0707'LARGE METAL BUILDING AND 0.61 M (2.00 FT) NORTH FROM A UTILITY POLE
 OK0707'WITH TWO TRANSFORMERS AND A W.P.
 OK0707'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0707
 OK0707                          STATION RECOVERY (1995)
 OK0707
 OK0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0707'MARK NOT FOUND.
 OK0707
 OK0707                          STATION RECOVERY (2005)
 OK0707
 OK0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0707'LEON CHASE SAYS AN EMPLOYEE OF HIS TOOK THE DISK. WITNESS POLE HAS
 OK0707'BEEN RESET. CONCRETE MARKER PROBABLY CEMENTED INSIDE CONCRETE PAD THAT
 OK0707'SURROUNDS POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2694 ***********************************************************************
 DP2694  DESIGNATION -  AEW
 DP2694  PID         -  DP2694
 DP2694  STATE/COUNTY-  MI/MECOSTA
 DP2694  COUNTRY     -  US
 DP2694  USGS QUAD   -  BIG RAPIDS (2017)
 DP2694
 DP2694                         *CURRENT SURVEY CONTROL
 DP2694  ______________________________________________________________________
 DP2694* NAD 83(2011) POSITION- 43 41 16.24685(N) 085 28 45.68796(W)   ADJUSTED
 DP2694* NAD 83(2011) ELLIP HT-   255.983 (meters)        (05/15/14)   ADJUSTED
 DP2694* NAD 83(2011) EPOCH   -  2010.00
 DP2694* NAVD 88 ORTHO HEIGHT -   288.9   (meters)      948.    (feet) GPS OBS
 DP2694  ______________________________________________________________________
 DP2694  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2694  GEOID HEIGHT    -        -32.901 (meters)                     GEOID12A
 DP2694  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 DP2694  NAD 83(2011) X  -    364,115.614 (meters)                     COMP
 DP2694  NAD 83(2011) Y  - -4,605,314.480 (meters)                     COMP
 DP2694  NAD 83(2011) Z  -  4,383,253.957 (meters)                     COMP
 DP2694  LAPLACE CORR    -          3.18  (seconds)                    DEFLEC18
 DP2694
 DP2694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2694  Standards:
 DP2694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2694  -------------------------------------------------------------------
 DP2694  NETWORK    0.74   2.08           0.34   0.25   1.06     -0.01906623
 DP2694  -------------------------------------------------------------------
 DP2694  Click here for local accuracies and other accuracy information.
 DP2694
 DP2694.The horizontal coordinates were established by GPS observations
 DP2694.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2694
 DP2694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2694.been affixed to the stable North American tectonic plate. See 
 DP2694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2694
 DP2694.The horizontal coordinates are valid at the epoch date displayed above
 DP2694.which is a decimal equivalence of Year/Month/Day.
 DP2694
 DP2694.The orthometric height was determined by GPS observations and a
 DP2694.high-resolution geoid model.
 DP2694
 DP2694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2694.GEOID18 height accuracy estimate available here.
 DP2694
 DP2694.Click photographs - Photos may exist for this station.
 DP2694
 DP2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2694
 DP2694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2694
 DP2694.The ellipsoidal height was determined by GPS observations
 DP2694.and is referenced to NAD 83.
 DP2694
 DP2694. The following values were computed from the NAD 83(2011) position.
 DP2694
 DP2694;                    North         East     Units Scale Factor Converg.
 DP2694;SPC MI S     -   243,624.501 3,910,290.869   MT  1.00000513   -0 45 26.0
 DP2694;SPC MI S     -   799,292.98 12,829,038.28   iFT  1.00000513   -0 45 26.0
 DP2694;UTM  16      - 4,838,327.046   622,554.192   MT  0.99978474   +1 03 01.7
 DP2694
 DP2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2694!SPC MI S     -   0.99995986  x   1.00000513  =   0.99996499
 DP2694!UTM  16      -   0.99995986  x   0.99978474  =   0.99974461
 DP2694
 DP2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2255438327(NAD 83)
 DP2694
 DP2694                          SUPERSEDED SURVEY CONTROL
 DP2694
 DP2694.No superseded survey control is available for this station.
 DP2694
 DP2694_MARKER: Z = SEE DESCRIPTION
 DP2694_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2694_STAMPING: AEW
 DP2694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2694+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP2694
 DP2694  HISTORY     - Date     Condition        Report By
 DP2694  HISTORY     - UNK      MONUMENTED       FERSU
 DP2694  HISTORY     - 20140115 GOOD             FERSU
 DP2694
 DP2694                          STATION DESCRIPTION
 DP2694
 DP2694'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2694'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2694'MI, MECOSTA COUNTY ABOUT 6 MI (9.7 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2694'KM) WEST OF RODNEY AND 7.7 MI (12.4 KM) NORTH OF STANWOOD.
 DP2694'
 DP2694'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2694'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2694'NORTHLAND DRIVE STRAIGHT AHEAD, CROSS NORTHLAND DRIVE ONTO CAMPUS
 DP2694'DRIVE STRAIGHT AHEAD AND GO EAST ON CAMPUS DRIVE FOR 0.03 MI (0.0 KM)
 DP2694'TO CAMPUS DRIVE ON THE RIGHT.  TURN RIGHT ONTO CAMPUS DRIVE AND GO
 DP2694'SOUTH AND THEN EAST FOR 0.17 MI (0.3 KM) TO CAMPUS DRIVE ON THE LEFT.
 DP2694'TURN LEFT ONTO CAMPUS DRIVE AND GO NORTHEAST FOR 0.11 MI (0.2 KM) TO
 DP2694'THE STOP SIGN AND STADIUM DRIVE ON THE RIGHT AND CAMPUS DRIVE STRAIGHT
 DP2694'AHEAD, GO STRAIGHT AHEAD ON CAMPUS DRIVE AND GO NORTHEAST THEN NORTH
 DP2694'FOR 0.12 MI (0.2 KM) TO THE STATION IN THE SIDEWALK ON THE WEST SIDE
 DP2694'OF CAMPUS DRIVE BETWEEN THE NORTH END OF THE TURN AROUND PARKING AND
 DP2694'THE SOUTH SIDE OF THE RANKIN CENTER BUILDING.
 DP2694'
 DP2694'THE STATION IS 15.2 FT (4.6 M) SOUTH 13 EAST FROM THE EASTERLY FACE OF
 DP2694'A LIGHT POLE, 59.1 FT (18.0 M) NORTH 8 EAST FROM THE BASE OF A STOP
 DP2694'SIGN, 17.4 FT (5.3 M) SOUTH 65 WEST FROM THE BASE OF A FERRIS STATE
 DP2694'UNIVERSITY SIGN, 20.9 FT (6.4 M) SOUTH 56 WEST FROM THE EASTERLY FACE
 DP2694'OF A 4 INCH (10 CM) CRAB APPLE TREE AND ABOUT 70 FT (21.3 M) WEST FROM
 DP2694'THE CENTERLINE OF CAMPUS DRIVE.  THE STATION IS A 1 INCH (3 CM) BRASS
 DP2694'CAP AND WAS RECOVERED AND DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0632 ***********************************************************************
 QK0632  DESIGNATION -  AFTON
 QK0632  PID         -  QK0632
 QK0632  STATE/COUNTY-  MI/CHEBOYGAN
 QK0632  COUNTRY     -  US
 QK0632  USGS QUAD   -  AFTON (2017)
 QK0632
 QK0632                         *CURRENT SURVEY CONTROL
 QK0632  ______________________________________________________________________
 QK0632* NAD 83(1994) POSITION- 45 22 00.46128(N) 084 29 12.84971(W)   ADJUSTED
 QK0632* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 QK0632  ______________________________________________________________________
 QK0632  GEOID HEIGHT    -        -35.573 (meters)                     GEOID18
 QK0632  LAPLACE CORR    -         -6.72  (seconds)                    DEFLEC18
 QK0632  HORZ ORDER      -  SECOND
 QK0632
 QK0632.The horizontal coordinates were established by classical geodetic methods
 QK0632.and adjusted by the National Geodetic Survey in February 1997.
 QK0632
 QK0632.The orthometric height was scaled from a topographic map.
 QK0632
 QK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0632.GEOID18 height accuracy estimate available here.
 QK0632
 QK0632.Click photographs - Photos may exist for this station.
 QK0632
 QK0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0632
 QK0632. The following values were computed from the NAD 83(1994) position.
 QK0632
 QK0632;                    North         East     Units Scale Factor Converg.
 QK0632;SPC MI C     -   227,819.577 5,990,581.020   MT  0.99993999   -0 05 05.8
 QK0632;SPC MI C     -   747,439.56 19,654,137.20   iFT  0.99993999   -0 05 05.8
 QK0632;UTM  16      - 5,026,770.332   696,801.964   MT  1.00007623   +1 47 20.2
 QK0632
 QK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0632!SPC MI C     -   0.99996451  x   0.99993999  =   0.99990450
 QK0632!UTM  16      -   0.99996451  x   1.00007623  =   1.00004073
 QK0632
 QK0632:                Primary Azimuth Mark                     Grid Az
 QK0632:SPC MI C     -  AFTON AZ MK                              003 23 36.8
 QK0632:UTM  16      -  AFTON AZ MK                              001 31 10.8
 QK0632
 QK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9680126770(NAD 83)
 QK0632
 QK0632|---------------------------------------------------------------------|
 QK0632| PID    Reference Object                     Distance      Geod. Az  |
 QK0632|                                                           dddmmss.s |
 QK0632| CH1653 AFTON AZ MK                                        0031831.0 |
 QK0632| CH1654 AFTON RM 1                            7.520 METERS 08956     |
 QK0632| CH1655 AFTON RM 2                           22.156 METERS 18541     |
 QK0632|---------------------------------------------------------------------|
 QK0632
 QK0632                          SUPERSEDED SURVEY CONTROL
 QK0632
 QK0632  NAD 83(1986)-  45 22 00.45363(N)    084 29 12.85183(W) AD(       ) 2
 QK0632  NAD 27      -  45 22 00.40400(N)    084 29 12.73400(W) AD(       ) 2
 QK0632
 QK0632.Superseded values are not recommended for survey control.
 QK0632
 QK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0632.See file dsdata.pdf to determine how the superseded data were derived.
 QK0632
 QK0632_MARKER: DS = TRIANGULATION STATION DISK
 QK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0632_STAMPING: AFTON 1956
 QK0632_MARK LOGO: CGS
 QK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0632+STABILITY: SURFACE MOTION
 QK0632
 QK0632  HISTORY     - Date     Condition        Report By
 QK0632  HISTORY     - 1956     MONUMENTED       CGS
 QK0632
 QK0632                          STATION DESCRIPTION
 QK0632
 QK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0632'THE STATION IS ABOUT 7 MILES SOUTHEAST OF INDIAN RIVER, 3/4 MILE
 QK0632'SOUTHEAST OF THE VILLAGE OF AFTON, 0.5 MILE SOUTH OF STATE HIGHWAY 68,
 QK0632'ON THE WEST SIDE OF A GRAVEL ROAD, ON THE ROAD RIGHT-OF-WAY.  IT IS 44
 QK0632'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 25 FEET NORTH OF A
 QK0632'FENCE CORNER, 4 FEET SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST
 QK0632'OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QK0632'AFTON 1956.
 QK0632'
 QK0632'TO REACH THE STATION FROM THE POST OFFICE IN AFTON, GO EAST ON STATE
 QK0632'HIGHWAY 68 FOR 0.45 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 QK0632'NORTHEAST ANGLE.  TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.5
 QK0632'MILE TO THE STATION ON THE RIGHT.
 QK0632'
 QK0632'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0632'AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 QK0632'DISK IS STAMPED AFTON NO 1 1956.
 QK0632'
 QK0632'REFERENCE MARK 2 IS 45 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0632'28 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 QK0632'CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AFTON NO 2
 QK0632'1956.
 QK0632'
 QK0632'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF HIGHWAY 68, 38
 QK0632'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTHWEST OF A
 QK0632'FENCE CORNER AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 QK0632'PROJECTS 3 INCHES AND THE DISK IS STAMPED AFTON 1956.
 QK0632'
 QK0632'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0157 ***********************************************************************
 SG0157  DESIGNATION -  AGATE
 SG0157  PID         -  SG0157
 SG0157  STATE/COUNTY-  MI/KEWEENAW
 SG0157  COUNTRY     -  US
 SG0157  USGS QUAD   -  DELAWARE (2017)
 SG0157
 SG0157                         *CURRENT SURVEY CONTROL
 SG0157  ______________________________________________________________________
 SG0157* NAD 83(1994) POSITION- 47 28 05.46526(N) 088 04 03.55907(W)   ADJUSTED
 SG0157* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 SG0157  ______________________________________________________________________
 SG0157  GEOID HEIGHT    -        -35.027 (meters)                     GEOID18
 SG0157  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 SG0157  HORZ ORDER      -  THIRD
 SG0157
 SG0157.The horizontal coordinates were established by classical geodetic methods
 SG0157.and adjusted by the National Geodetic Survey in February 1997.
 SG0157
 SG0157.The orthometric height was scaled from a topographic map.
 SG0157
 SG0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0157.GEOID18 height accuracy estimate available here.
 SG0157
 SG0157.Click photographs - Photos may exist for this station.
 SG0157
 SG0157.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0157
 SG0157. The following values were computed from the NAD 83(1994) position.
 SG0157
 SG0157;                    North         East     Units Scale Factor Converg.
 SG0157;SPC MI N     -   298,972.746 7,919,503.486   MT  1.00011685   -0 46 18.1
 SG0157;SPC MI N     -   980,881.71 25,982,622.99   iFT  1.00011685   -0 46 18.1
 SG0157;UTM  16      - 5,257,746.353   419,543.048   MT  0.99967955   -0 47 12.5
 SG0157
 SG0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0157!SPC MI N     -   0.99997555  x   1.00011685  =   1.00009240
 SG0157!UTM  16      -   0.99997555  x   0.99967955  =   0.99965511
 SG0157
 SG0157:                Primary Azimuth Mark                     Grid Az
 SG0157:SPC MI N     -  WEST BLUFF 2                             093 55 20.3
 SG0157:UTM  16      -  WEST BLUFF 2                             093 56 14.7
 SG0157
 SG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1954357746(NAD 83)
 SG0157
 SG0157|---------------------------------------------------------------------|
 SG0157| PID    Reference Object                     Distance      Geod. Az  |
 SG0157|                                                           dddmmss.s |
 SG0157| TY7767 WEST BLUFF 2                        APPROX. 7.5 KM 0930902.2 |
 SG0157|---------------------------------------------------------------------|
 SG0157
 SG0157                          SUPERSEDED SURVEY CONTROL
 SG0157
 SG0157  NAD 83(1986)-  47 28 05.45294(N)    088 04 03.53202(W) AD(       ) 3
 SG0157  NAD 27      -  47 28 05.77800(N)    088 04 03.14900(W) AD(       ) 3
 SG0157
 SG0157.Superseded values are not recommended for survey control.
 SG0157
 SG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0157.See file dsdata.pdf to determine how the superseded data were derived.
 SG0157
 SG0157_MARKER: DD = SURVEY DISK
 SG0157_SETTING: 66 = SET IN ROCK OUTCROP
 SG0157_STAMPING: AGATE REF MK
 SG0157_MARK LOGO: CGS+SS
 SG0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0157+STABILITY: POSITION/ELEVATION WELL
 SG0157
 SG0157  HISTORY     - Date     Condition        Report By
 SG0157  HISTORY     - 1934     MONUMENTED       MIGS
 SG0157  HISTORY     - 20000910 MARK NOT FOUND   MIDT
 SG0157
 SG0157                          STATION DESCRIPTION
 SG0157
 SG0157'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0157'NEAR AGATE HARBOR, WEST OF IT, IN SEC. 35, T. 59 N., R.
 SG0157'30 W., AND 36.7 FEET, TOWARD LAKE SUPERIOR, FROM THE CENTER
 SG0157'OF THE ROAD.
 SG0157'
 SG0157'TO REACH FROM EAGLE HARBOR, DRIVE EAST ALONG THE COMBINED
 SG0157'LAKE SHORE AND BROCKWAY MOUNTAIN DRIVES TO WHERE THESE DRIVES
 SG0157'SEPARATE (THIS POINT IS EAST FROM LAKE BAILEY AND WEST FROM
 SG0157'AGATE HARBOR).  FROM THIS FORK DRIVE EASTERLY ALONG THE LAKE
 SG0157'SHORE DRIVE A DISTANCE OF 0.5 MILE TO A PROMINENT OUTCROP
 SG0157'ON THE NORTH SIDE OF THE ROAD, AND THE STATION.
 SG0157'
 SG0157'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND S.S.
 SG0157'BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0157'
 SG0157'REFERENCE MARK IS IN AN OUTCROP ON THE OPPOSITE (SOUTHERN)
 SG0157'SIDE OF THE ROAD.
 SG0157'
 SG0157'THE FLAGPOLE AT WEST BLUFF 2 WHICH AT PRESENT (1935) IS 25
 SG0157'MINUTES TO THE RIGHT OF TRUE STATION WEST BLUFF 2, IS A
 SG0157'CONVENIENT AZIMUTH MARK FOR STATION AGATE.
 SG0157
 SG0157                          STATION RECOVERY (2000)
 SG0157
 SG0157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 SG0157'UNABLE TO VERIFY LOCATION. TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 SG0157'26 AND ROAD LEADING TO US-41 IN EAGLE HARBOR FOLLOW HIGHWAY 26 4.5 MI
 SG0157'TO SIDE ROAD LEFT, THEN LEFT FOR 0.3 MI TO HOUSE NO.835 AND THE AREA
 SG0157'AS INDICATED BY GPS. THE SEARCH WAS ABANDONED AFTER 30 MINUTES DUE TO
 SG0157'LACK OF REFERENCES.  NOTE-HOME IS AT THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1166 ***********************************************************************
 RJ1166  DESIGNATION -  AGATE
 RJ1166  PID         -  RJ1166
 RJ1166  STATE/COUNTY-  MI/LUCE
 RJ1166  COUNTRY     -  US
 RJ1166  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ1166
 RJ1166                         *CURRENT SURVEY CONTROL
 RJ1166  ______________________________________________________________________
 RJ1166* NAD 83(1994) POSITION- 46 40 49.18061(N) 085 25 51.71842(W)   ADJUSTED
 RJ1166* NAVD 88 ORTHO HEIGHT -   216.8   (meters)      711.    (feet) VERTCON3
 RJ1166  ______________________________________________________________________
 RJ1166  GEOID HEIGHT    -        -36.258 (meters)                     GEOID18
 RJ1166  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 RJ1166  HORZ ORDER      -  SECOND
 RJ1166  VERT ORDER      -  THIRD ? (See Below)
 RJ1166
 RJ1166.The horizontal coordinates were established by classical geodetic methods
 RJ1166.and adjusted by the National Geodetic Survey in February 1997.
 RJ1166
 RJ1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1166
 RJ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1166.GEOID18 height accuracy estimate available here.
 RJ1166
 RJ1166.The vertical order pertains to the NGVD 29 superseded value.
 RJ1166
 RJ1166.Click photographs - Photos may exist for this station.
 RJ1166
 RJ1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1166
 RJ1166. The following values were computed from the NAD 83(1994) position.
 RJ1166
 RJ1166;                    North         East     Units Scale Factor Converg.
 RJ1166;SPC MI N     -   212,030.118 8,120,022.563   MT  0.99992658   +1 08 02.5
 RJ1166;SPC MI N     -   695,636.87 26,640,493.97   iFT  0.99992658   +1 08 02.5
 RJ1166;UTM  16      - 5,170,836.517   619,990.339   MT  0.99977697   +1 08 29.8
 RJ1166
 RJ1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1166!SPC MI N     -   0.99997169  x   0.99992658  =   0.99989828
 RJ1166!UTM  16      -   0.99997169  x   0.99977697  =   0.99974867
 RJ1166
 RJ1166:                Primary Azimuth Mark                     Grid Az
 RJ1166:SPC MI N     -  CRISP RESET                              067 05 57.0
 RJ1166:UTM  16      -  CRISP RESET                              067 05 29.7
 RJ1166
 RJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1999070836(NAD 83)
 RJ1166
 RJ1166|---------------------------------------------------------------------|
 RJ1166| PID    Reference Object                     Distance      Geod. Az  |
 RJ1166|                                                           dddmmss.s |
 RJ1166| CH1656 AGATE RM 1                           18.736 METERS 00057     |
 RJ1166| RJ1161 CRISP RESET                         APPROX.14.6 KM 0681359.5 |
 RJ1166| CH1657 AGATE RM 2                           18.940 METERS 26827     |
 RJ1166|---------------------------------------------------------------------|
 RJ1166
 RJ1166                          SUPERSEDED SURVEY CONTROL
 RJ1166
 RJ1166  NAD 83(1986)-  46 40 49.17428(N)    085 25 51.71525(W) AD(       ) 2
 RJ1166  NAD 27      -  46 40 49.12901(N)    085 25 51.24215(W) AD(       ) 2
 RJ1166
 RJ1166.Superseded values are not recommended for survey control.
 RJ1166
 RJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1166.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1166
 RJ1166_MARKER: DS = TRIANGULATION STATION DISK
 RJ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1166_STAMPING: AGATE 1965
 RJ1166_MARK LOGO: CGS
 RJ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1166+STABILITY: SURFACE MOTION
 RJ1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1166+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2010
 RJ1166
 RJ1166  HISTORY     - Date     Condition        Report By
 RJ1166  HISTORY     - 1965     MONUMENTED       CGS
 RJ1166  HISTORY     - 20040609 GOOD             GEOCAC
 RJ1166  HISTORY     - 20101023 GOOD             MIDT
 RJ1166
 RJ1166                          STATION DESCRIPTION
 RJ1166
 RJ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1166'STATION IS ABOUT 24-1/2 MILES NORTH OF NEWBERRY, 2-1/2 MILES NORTH OF
 RJ1166'PIKE LAKE, 1-1/2 MILES SOUTH OF THE MOUTH OF THE TWO HEARTED RIVER, IN
 RJ1166'SECTION 33, T. 49 N., R. 9 W., AND ON STATE FOREST PROPERTY.
 RJ1166'
 RJ1166'TO REACH FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON STATE
 RJ1166'HIGHWAY 123 FOR 4.35 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST
 RJ1166'AND NORTH ON COUNTY ROUTE 407 FOR 14.85 MILES TO FAIRS SERVICE STATION
 RJ1166'ON THE LEFT. CONTINUE NORTH ON COUNTY ROUTE 407 FOR 0.3 MILE TO A SIDE
 RJ1166'ROAD RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROUTE 412 FOR 0.85 MILE
 RJ1166'TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHEASTERLY ON COUNTY ROUTE
 RJ1166'412 FOR 4.5 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 RJ1166'COUNTY ROUTE 412 FOR 3.15 MILES TO A REVERSE Y-FORK.  CONTINUE EAST ON
 RJ1166'COUNTY ROUTE 412 FOR 1.85 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND
 RJ1166'GO NORTHERLY ON COUNTY ROUTE 412 FOR 2.65 MILES TO A CROSSROAD.
 RJ1166'(COUNTY ROUTE 423 STRAIGHT AHEAD.) TURN RIGHT AND GO EAST ON COUNTY
 RJ1166'ROUTE 412 FOR 0.35 MILE TO A CROSSROAD AND STATION IN THE NORTHWEST
 RJ1166'ANGLE.
 RJ1166'
 RJ1166'STATION MARKS ARE STANDARD DISKS STAMPED AGATE 1965.  THE SURFACE DISK
 RJ1166'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 55
 RJ1166'FEET NORTH OF THE CENTER OF COUNTY ROUTE 412, 48 FEET SOUTHWEST OF A
 RJ1166'6-INCH PINE TREE, 42 FEET NORTHWEST OF AN 8-INCH PINE TREE, 22 FEET
 RJ1166'WEST OF THE CENTER OF A SAND ROAD AND 4.6 FEET NORTH OF A METAL
 RJ1166'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 RJ1166'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 RJ1166'
 RJ1166'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AGATE NO 1 1965, IS SET
 RJ1166'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 40 FEET
 RJ1166'SOUTHEAST OF AN 8-INCH PINE TREE, 37 FEET NORTHWEST OF THE 6-INCH PINE
 RJ1166'TREE AND 16 FEET WEST OF THE CENTER OF THE SAND ROAD.
 RJ1166'
 RJ1166'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AGATE NO 2 1965, IS SET
 RJ1166'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 63 FEET
 RJ1166'WEST OF THE METAL WITNESS POST, 53 FEET NORTH OF THE CENTER OF COUNTY
 RJ1166'ROUTE 412 AND 28 FEET SOUTH-SOUTHEAST OF AN 8-INCH PINE TREE.
 RJ1166'
 RJ1166'NO AZIMUTH MARK SET AT THIS STATION.
 RJ1166'
 RJ1166'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RJ1166
 RJ1166                          STATION RECOVERY (2004)
 RJ1166
 RJ1166'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1166'RECOVERED IN GOOD CONDITION.
 RJ1166
 RJ1166                          STATION RECOVERY (2010)
 RJ1166
 RJ1166'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 RJ1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5444 ***********************************************************************
 AH5444  DESIGNATION -  AH5444
 AH5444  PID         -  AH5444
 AH5444  STATE/COUNTY-  MI/CHIPPEWA
 AH5444  COUNTRY     -  US
 AH5444  USGS QUAD   -  LIME ISLAND (2017)
 AH5444
 AH5444                         *CURRENT SURVEY CONTROL
 AH5444  ______________________________________________________________________
 AH5444* NAD 83(1994) POSITION- 46 02 19.77140(N) 083 54 15.07400(W)   ADJUSTED
 AH5444* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 AH5444  ______________________________________________________________________
 AH5444  GEOID HEIGHT    -        -36.798 (meters)                     GEOID18
 AH5444  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AH5444  HORZ ORDER      -  THIRD
 AH5444
 AH5444.The horizontal coordinates were established by classical geodetic methods
 AH5444.and adjusted by the National Geodetic Survey in November 1998.
 AH5444
 AH5444.The orthometric height was scaled from a topographic map.
 AH5444
 AH5444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5444.GEOID18 height accuracy estimate available here.
 AH5444
 AH5444.Click photographs - Photos may exist for this station.
 AH5444
 AH5444.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5444
 AH5444. The following values were computed from the NAD 83(1994) position.
 AH5444
 AH5444;                    North         East     Units Scale Factor Converg.
 AH5444;SPC MI N     -   144,218.944 8,239,562.097   MT  0.99991204   +2 14 15.4
 AH5444;SPC MI N     -   473,159.27 27,032,684.05   iFT  0.99991204   +2 14 15.4
 AH5444;UTM  17      - 5,102,462.465   275,282.779   MT  1.00022083   -2 05 28.8
 AH5444
 AH5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5444!SPC MI N     -   0.99997666  x   0.99991204  =   0.99988870
 AH5444!UTM  17      -   0.99997666  x   1.00022083  =   1.00019748
 AH5444
 AH5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7528202462(NAD 83)
 AH5444
 AH5444                          SUPERSEDED SURVEY CONTROL
 AH5444
 AH5444.No superseded survey control is available for this station.
 AH5444
 AH5444_MARKER: 14 = NAVIGATION LIGHT
 AH5444
 AH5444  HISTORY     - Date     Condition        Report By
 AH5444  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5444
 AH5444                          STATION DESCRIPTION
 AH5444
 AH5444'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5444'THE STATION IS LOCATED ON THE ST MARYS RIVER SOUTH OF ST JOSEPH
 AH5444'ISLAND, ON AN ISLAND.
 AH5444'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14882.
 AH5444'THE STATION, WHOSE POSITION WAS PUBLISHED BY NGS, DID NOT CHECK WITHIN
 AH5444'ACCEPTABLE LIMITS AND AS A RESULT WAS REPOSITIONED.  THE POINT
 AH5444'INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE LIGHT. THE LIGHT IS
 AH5444'LISTED AS NUMBER 12240 IN THE  1987 U S COAST GUARD LIGHT LIST.
 AH5444'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0179 ***********************************************************************
 SG0179  DESIGNATION -  AHMEEK
 SG0179  PID         -  SG0179
 SG0179  STATE/COUNTY-  MI/KEWEENAW
 SG0179  COUNTRY     -  US
 SG0179  USGS QUAD   -  AHMEEK (2017)
 SG0179
 SG0179                         *CURRENT SURVEY CONTROL
 SG0179  ______________________________________________________________________
 SG0179* NAD 83(1994) POSITION- 47 18 07.31864(N) 088 23 53.91629(W)   ADJUSTED
 SG0179* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 SG0179  ______________________________________________________________________
 SG0179  GEOID HEIGHT    -        -34.334 (meters)                     GEOID18
 SG0179  LAPLACE CORR    -        -13.39  (seconds)                    DEFLEC18
 SG0179  HORZ ORDER      -  THIRD
 SG0179
 SG0179.The horizontal coordinates were established by classical geodetic methods
 SG0179.and adjusted by the National Geodetic Survey in February 1997.
 SG0179
 SG0179.The orthometric height was scaled from a topographic map.
 SG0179
 SG0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0179.GEOID18 height accuracy estimate available here.
 SG0179
 SG0179.Click photographs - Photos may exist for this station.
 SG0179
 SG0179.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0179
 SG0179. The following values were computed from the NAD 83(1994) position.
 SG0179
 SG0179;                    North         East     Units Scale Factor Converg.
 SG0179;SPC MI N     -   280,889.265 7,894,249.987   MT  1.00006078   -1 00 38.5
 SG0179;SPC MI N     -   921,552.71 25,899,770.30   iFT  1.00006078   -1 00 38.5
 SG0179;UTM  16      - 5,239,676.902   394,294.058   MT  0.99973732   -1 01 40.0
 SG0179
 SG0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0179!SPC MI N     -   0.99996353  x   1.00006078  =   1.00002431
 SG0179!UTM  16      -   0.99996353  x   0.99973732  =   0.99970086
 SG0179
 SG0179:                Primary Azimuth Mark                     Grid Az
 SG0179:SPC MI N     -  CALUMET FIRE TOWER                       189 58 05.6
 SG0179:UTM  16      -  CALUMET FIRE TOWER                       189 59 07.1
 SG0179
 SG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9429439676(NAD 83)
 SG0179
 SG0179|---------------------------------------------------------------------|
 SG0179| PID    Reference Object                     Distance      Geod. Az  |
 SG0179|                                                           dddmmss.s |
 SG0179| SG0183 CALUMET FIRE TOWER                  APPROX. 5.8 KM 1885727.1 |
 SG0179| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 7.3 KM 2094028.2 |
 SG0179|---------------------------------------------------------------------|
 SG0179
 SG0179                          SUPERSEDED SURVEY CONTROL
 SG0179
 SG0179  NAD 83(1986)-  47 18 07.31253(N)    088 23 53.88826(W) AD(       ) 3
 SG0179  NAD 27      -  47 18 07.57000(N)    088 23 53.47000(W) AD(       ) 3
 SG0179
 SG0179.Superseded values are not recommended for survey control.
 SG0179
 SG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0179.See file dsdata.pdf to determine how the superseded data were derived.
 SG0179
 SG0179_MARKER: DD = SURVEY DISK
 SG0179_SETTING: 66 = SET IN ROCK OUTCROP
 SG0179_MARK LOGO: CGS+SS
 SG0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0179+STABILITY: POSITION/ELEVATION WELL
 SG0179
 SG0179  HISTORY     - Date     Condition        Report By
 SG0179  HISTORY     - 1934     MONUMENTED       MIGS
 SG0179  HISTORY     - 20010823 MARK NOT FOUND   MIDT
 SG0179  HISTORY     - 20041009 MARK NOT FOUND   GEOCAC
 SG0179
 SG0179                          STATION DESCRIPTION
 SG0179
 SG0179'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0179'NORTH OF AHMEEK VILLAGE, IN SEC. 29, T. 57 N., R. 32 W.,
 SG0179'56 FEET UP THE HILL FROM THE BREAK OF THE BANK ON THE EAST
 SG0179'SIDE OF THE ROAD (CONTINUATION OF PALLMAN STREET), 166.9 FEET
 SG0179'S. 58 DEG 5 MIN W. OF THE SOUTHWEST CORNER OF A 2.6- BY
 SG0179'3.0-FOOT CONCRETE PIER WITH A 6-INCH HOLE IN IT, WHICH IS
 SG0179'A FEW FEET WEST OF AN OLD CEMENT WATER TANK.
 SG0179'
 SG0179'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD
 SG0179'COPPER HARBOR TO THE POINT WHERE THE PRINCIPAL STREET (HUBBELL
 SG0179'STREET) OF AHMEEK VILLAGE CROSSES THE HIGHWAY, TURN WEST
 SG0179'ON TO HUBBELL STREET AND DRIVE 0.2 MILE WESTERLY TO POLLMAN
 SG0179'STREET.  TURN NORTH ON POLLMAN STREET AND DRIVE 0.3 MILE
 SG0179'ON THIS STREET AND ITS CONTINUATION TO A POINT ABREAST THE OLD
 SG0179'CEMENT WATER TANK, WHICH IS ON THE HILL EASTERLY FROM THE
 SG0179'ROAD, WALK UP THE SLOPE OF THE HILL TOWARD THE TANK AND THE
 SG0179'STATION.
 SG0179'
 SG0179'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0179'DISK SET IN OUTCROPPING BEDROCK.
 SG0179'
 SG0179'EITHER THE CENTER OF THE CAB AT CALUMET FIRE TOWER OR THE
 SG0179'LARGE STACK AT THE SUPERIOR BOILER HOUSE (CALUMET AND HECLA
 SG0179'COMPANY) IN CALUMET MAY BE USED AS AZIMUTH MARK FOR STATION
 SG0179'AHMEEK.
 SG0179
 SG0179                          STATION RECOVERY (2001)
 SG0179
 SG0179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0179'MARK NOT FOUND.
 SG0179
 SG0179                          STATION RECOVERY (2004)
 SG0179
 SG0179'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 SG0179'ONLY CONCRETE RUINS FOR OLD TANK FOUND, NEW STEEL TANK SW. SEVERAL
 SG0179'HOURS OF SEARCH USING DGPS, DISTANCE AND BEARING FROM OLD RUINS FAILED
 SG0179'TO REVEAL THE MARK.  LOCATION FALLS NEAR A POWER LINE SERVING THE
 SG0179'WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2705 ***********************************************************************
 DP2705  DESIGNATION -  AIRLAND
 DP2705  PID         -  DP2705
 DP2705  STATE/COUNTY-  MI/MECOSTA
 DP2705  COUNTRY     -  US
 DP2705  USGS QUAD   -  BIG RAPIDS (2017)
 DP2705
 DP2705                         *CURRENT SURVEY CONTROL
 DP2705  ______________________________________________________________________
 DP2705* NAD 83(2011) POSITION- 43 41 22.89294(N) 085 28 49.36444(W)   ADJUSTED
 DP2705* NAD 83(2011) ELLIP HT-   261.991 (meters)        (05/15/14)   ADJUSTED
 DP2705* NAD 83(2011) EPOCH   -  2010.00
 DP2705* NAVD 88 ORTHO HEIGHT -   294.9   (meters)      968.    (feet) GPS OBS
 DP2705  ______________________________________________________________________
 DP2705  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2705  GEOID HEIGHT    -        -32.903 (meters)                     GEOID12A
 DP2705  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 DP2705  NAD 83(2011) X  -    364,022.705 (meters)                     COMP
 DP2705  NAD 83(2011) Y  - -4,605,184.052 (meters)                     COMP
 DP2705  NAD 83(2011) Z  -  4,383,406.434 (meters)                     COMP
 DP2705  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 DP2705
 DP2705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2705  Standards:
 DP2705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2705  -------------------------------------------------------------------
 DP2705  NETWORK    0.75   2.20           0.34   0.26   1.12     -0.00900209
 DP2705  -------------------------------------------------------------------
 DP2705  Click here for local accuracies and other accuracy information.
 DP2705
 DP2705.The horizontal coordinates were established by GPS observations
 DP2705.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2705
 DP2705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2705.been affixed to the stable North American tectonic plate. See 
 DP2705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2705
 DP2705.The horizontal coordinates are valid at the epoch date displayed above
 DP2705.which is a decimal equivalence of Year/Month/Day.
 DP2705
 DP2705.The orthometric height was determined by GPS observations and a
 DP2705.high-resolution geoid model.
 DP2705
 DP2705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2705.GEOID18 height accuracy estimate available here.
 DP2705
 DP2705.Click photographs - Photos may exist for this station.
 DP2705
 DP2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2705
 DP2705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2705
 DP2705.The ellipsoidal height was determined by GPS observations
 DP2705.and is referenced to NAD 83.
 DP2705
 DP2705. The following values were computed from the NAD 83(2011) position.
 DP2705
 DP2705;                    North         East     Units Scale Factor Converg.
 DP2705;SPC MI S     -   243,830.690 3,910,211.250   MT  1.00000558   -0 45 28.5
 DP2705;SPC MI S     -   799,969.46 12,828,777.07   iFT  1.00000558   -0 45 28.5
 DP2705;UTM  16      - 4,838,530.576   622,468.128   MT  0.99978448   +1 02 59.3
 DP2705
 DP2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2705!SPC MI S     -   0.99995892  x   1.00000558  =   0.99996450
 DP2705!UTM  16      -   0.99995892  x   0.99978448  =   0.99974341
 DP2705
 DP2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2246838530(NAD 83)
 DP2705
 DP2705                          SUPERSEDED SURVEY CONTROL
 DP2705
 DP2705.No superseded survey control is available for this station.
 DP2705
 DP2705_MARKER: Z = SEE DESCRIPTION
 DP2705_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2705_STAMPING: AIRLAND
 DP2705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2705+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2014
 DP2705
 DP2705  HISTORY     - Date     Condition        Report By
 DP2705  HISTORY     - UNK      MONUMENTED       FERSU
 DP2705  HISTORY     - 20140129 GOOD             FERSU
 DP2705
 DP2705                          STATION DESCRIPTION
 DP2705
 DP2705'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2705'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2705'MI, MECOSTA COUNTY ABOUT 6 MI (9.7 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2705'KM) WEST OF RODNEY AND 7.8 MI (12.6 KM) NORTH OF STANWOOD.
 DP2705'
 DP2705'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2705'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2705'NORTHLAND DRIVE STRAIGHT AHEAD, CROSS NORTHLAND DRIVE ONTO CAMPUS
 DP2705'DRIVE STRAIGHT AHEAD AND GO EAST ON CAMPUS DRIVE FOR 0.03 MI (0.0 KM)
 DP2705'TO NORTH CAMPUS DRIVE ON THE LEFT.  TURN LEFT ONTO NORTH CAMPUS DRIVE
 DP2705'AND GO NORTH AND THEN NORTHEAST FOR 0.2 MI (0.3 KM) TO THE STATION IN
 DP2705'A SIDEWALK BETWEEN NORTH CAMPUS DRIVE AND THE SOUTHEAST CORNER OF THE
 DP2705'SCIENCE BUILDING.
 DP2705'
 DP2705'THE STATION IS 17.8 FT (5.4 M) NORTH 15 EAST FROM A 4 INCH (10 CM)
 DP2705'MAPLE TREE, 77.8 FT (23.7 M) NORTH 88 EAST FROM THE EAST BUILDING
 DP2705'CORNER OF THE SCIENCE BUILDING, 32.9 FT (10.0 M) NORTH 75 EAST FROM
 DP2705'THE WEST LEG OF FERRIS SIGN, 39.35 FT (12.0 M) SOUTH 0 EAST FROM A 4
 DP2705'INCH (10 CM) CRAB APPLE TREE AND ABOUT 25 FT (7.6 M) NORTHWEST FROM
 DP2705'THE CENTERLINE OF CAMPUS DRIVE.  THE STATION IS A 1 INCH (3 CM) BRASS
 DP2705'CAP RECOVERED BY ALEX HOLMES, DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0040 ***********************************************************************
 QL0040  DESIGNATION -  AIRPORT
 QL0040  PID         -  QL0040
 QL0040  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0040  COUNTRY     -  US
 QL0040  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0040
 QL0040                         *CURRENT SURVEY CONTROL
 QL0040  ______________________________________________________________________
 QL0040* NAD 83(1994) POSITION- 45 58 14.43304(N) 086 10 31.63283(W)   ADJUSTED
 QL0040* NAVD 88 ORTHO HEIGHT -   206.600 (meters)      677.82  (feet) ADJUSTED
 QL0040  ______________________________________________________________________
 QL0040  GEOID HEIGHT    -        -35.358 (meters)                     GEOID18
 QL0040  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 QL0040  DYNAMIC HEIGHT  -        206.607 (meters)      677.84  (feet) COMP
 QL0040  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 QL0040
 QL0040  HORZ ORDER      -  SECOND
 QL0040  VERT ORDER      -  FIRST     CLASS 0
 QL0040
 QL0040.This mark is at Schoolcraft County Airport (ISQ)
 QL0040
 QL0040.The horizontal coordinates were established by classical geodetic methods
 QL0040.and adjusted by the National Geodetic Survey in February 1997.
 QL0040
 QL0040.The orthometric height was determined by differential leveling and
 QL0040.adjusted by the NATIONAL GEODETIC SURVEY
 QL0040.in June 1991.
 QL0040
 QL0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0040.GEOID18 height accuracy estimate available here.
 QL0040
 QL0040.Click photographs - Photos may exist for this station.
 QL0040
 QL0040.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0040
 QL0040.The dynamic height is computed by dividing the NAVD 88
 QL0040.geopotential number by the normal gravity value computed on the
 QL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0040.degrees latitude (g = 980.6199 gals.).
 QL0040
 QL0040.The modeled gravity was interpolated from observed gravity values.
 QL0040
 QL0040. The following values were computed from the NAD 83(1994) position.
 QL0040
 QL0040;                    North         East     Units Scale Factor Converg.
 QL0040;SPC MI N     -   132,298.497 8,063,899.417   MT  0.99991783   +0 35 45.5
 QL0040;SPC MI N     -   434,050.19 26,456,362.92   iFT  0.99991783   +0 35 45.5
 QL0040;UTM  16      - 5,091,119.879   563,880.187   MT  0.99965016   +0 35 34.3
 QL0040
 QL0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0040!SPC MI N     -   0.99997316  x   0.99991783  =   0.99989099
 QL0040!UTM  16      -   0.99997316  x   0.99965016  =   0.99962332
 QL0040
 QL0040:                Primary Azimuth Mark                     Grid Az
 QL0040:SPC MI N     -  AIRPORT AZ MK                            018 49 31.6
 QL0040:UTM  16      -  AIRPORT AZ MK                            018 49 42.8
 QL0040
 QL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6388091119(NAD 83)
 QL0040
 QL0040|---------------------------------------------------------------------|
 QL0040| PID    Reference Object                     Distance      Geod. Az  |
 QL0040|                                                           dddmmss.s |
 QL0040| QL0041 AIRPORT RM 1                         29.180 METERS 00319     |
 QL0040| QL0588 AIRPORT AZ MK                       APPROX. 1.0 KM 0192517.1 |
 QL0040| QL0584 MANISTIQUE HIGH SCHOOL STACK        APPROX. 5.6 KM 2554455.5 |
 QL0040| QL0586 MANISTIQUE RADIO KQG 653 MAST       APPROX. 5.2 KM 2623826.7 |
 QL0040| QL0583 MANISTIQUE GREY STACK               APPROX. 5.5 KM 2662855.9 |
 QL0040| QL0039 AIRPORT RM 2                         27.913 METERS 27137     |
 QL0040| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX. 5.5 KM 3533422.5 |
 QL0040|---------------------------------------------------------------------|
 QL0040
 QL0040                          SUPERSEDED SURVEY CONTROL
 QL0040
 QL0040  NAD 83(1986)-  45 58 14.42716(N)    086 10 31.62923(W) AD(       ) 2
 QL0040  NAD 27      -  45 58 14.53233(N)    086 10 31.12526(W) AD(       ) 2
 QL0040  NGVD 29 (??/??/92)  206.631  (m)          677.92   (f) ADJ UNCH    1 0
 QL0040
 QL0040.Superseded values are not recommended for survey control.
 QL0040
 QL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0040.See file dsdata.pdf to determine how the superseded data were derived.
 QL0040
 QL0040_MARKER: DS = TRIANGULATION STATION DISK
 QL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0040_STAMPING: AIRPORT 1965
 QL0040_MARK LOGO: CGS
 QL0040_PROJECTION: FLUSH
 QL0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0040+STABILITY: SURFACE MOTION
 QL0040
 QL0040  HISTORY     - Date     Condition        Report By
 QL0040  HISTORY     - 1965     MONUMENTED       CGS
 QL0040  HISTORY     - 1971     GOOD             USGS
 QL0040  HISTORY     - 1972     GOOD             NGS
 QL0040  HISTORY     - 1972     GOOD             NGS
 QL0040  HISTORY     - 1977     GOOD             MIDH
 QL0040  HISTORY     - 19950207 GOOD             LOCENG
 QL0040
 QL0040                          STATION DESCRIPTION
 QL0040
 QL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0040'THE STATION IS LOCATED AT THE SCHOOLCRAFT COUNTY AIRPORT, 3-1/2 MILES
 QL0040'EAST OF MANISTIQUE, 8 MILES WEST-SOUTHWEST OF GULLIVER, AND ON
 QL0040'PROPERTY OWNED BY THE COUNTY.
 QL0040'
 QL0040'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GULLIVER, GO WESTERLY
 QL0040'ON U.S. HIGHWAY 2 FOR 8.15 MILES TO A SMALL HANGAR ON THE RIGHT, JUST
 QL0040'AFTER PASSING A DRIVE-IN THEATRE ON THE LEFT, AND THE STATION 563 FEET
 QL0040'NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR.
 QL0040'
 QL0040'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1965.  THE SURFACE
 QL0040'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 QL0040'SURFACE OF THE GROUND.  IT IS 101 FEET EAST OF THE CENTER OF A DIRT
 QL0040'ROAD, 96 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 95
 QL0040'FEET EAST-NORTHEAST OF A 30 INCH PINE TREE, AND 74 FEET SOUTHEAST OF A
 QL0040'TWIN TRUNKED 24 INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN
 QL0040'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 QL0040'
 QL0040'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AIRPORT NO 1 1965, IS
 QL0040'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QL0040'THE GROUND.  IT IS 60 FEET NORTHEAST OF THE TWIN TRUNKED 24 INCH PINE
 QL0040'TREE, AND 5 FEET EAST OF THE SOUTHEAST CORNER OF THE SMALL BUILDING.
 QL0040'
 QL0040'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRPORT NO 2 1965, IS
 QL0040'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QL0040'THE GROUND.  IT IS 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QL0040'SMALL BUILDING, 51 FEET SOUTH OF A 26 INCH PINE TREE, 30 FEET NORTH OF
 QL0040'THE 30 INCH PINE TREE, AND 9 FEET EAST OF THE CENTER OF THE DIRT ROAD.
 QL0040'
 QL0040'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1965, IS SET IN A ROUND
 QL0040'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 63 FEET EAST OF THE
 QL0040'CENTER OF A GRASS RUNWAY STRIP, AND 2 FEET SOUTH OF A METAL WITNESS
 QL0040'POST.
 QL0040'
 QL0040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRASS RUNWAY
 QL0040'STRIP FOR 0.55 MILE TO THE NORTH END OF THE STRIP AND THE AZIMUTH MARK
 QL0040'ON THE RIGHT.
 QL0040'
 QL0040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0040
 QL0040                          STATION RECOVERY (1971)
 QL0040
 QL0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QL0040'AIRPORT AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QL0040'DISTANCES AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION IS
 QL0040'ADEQUATE.
 QL0040
 QL0040                          STATION RECOVERY (1972)
 QL0040
 QL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0040'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND IN
 QL0040'GOOD CONDITION.
 QL0040'
 QL0040'THE AZIMUTH MARK WAS NOT LEVELED TO BY PARTY G-37 IN 1972.
 QL0040'
 QL0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.65 MILES EAST OF
 QL0040'MANISTIQUE.
 QL0040
 QL0040                          STATION RECOVERY (1972)
 QL0040
 QL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0040'4.6 MI E FROM MANISTIQUE.  ABOUT 4.15 MILES EAST ALONG U.S. HIGHWAY 2
 QL0040'FROM THE COURTHOUSE AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A
 QL0040'TRACK ROAD TO TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT
 QL0040'AIRPORT, 99 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 96 FEET
 QL0040'SOUTH OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 20 FEET EAST OF A
 QL0040'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QL0040'LEVEL OF THE GROUND.  SECTION 3, T41N, R 15W.
 QL0040
 QL0040                          STATION RECOVERY (1977)
 QL0040
 QL0040'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0040'STATION MARK,REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QL0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QL0040'
 QL0040'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH
 QL0040'ON MAPLE STREET (EX. US-2) 0.3 MILES TO BLINKER LIGHT, CONTINUE
 QL0040'EASTERLY ON US-2 FOR 4.3 MILES TO THE WEST DRIVE ENTRANCE TO
 QL0040'SCHOOLCRAFT COUNTY AIRPORT, THEN TURN LEFT AND GO NORTH ON DRIVE 0.1
 QL0040'MILE TO NORTHWEST CORNER OF BLACKTOP AIRPLANE TIE DOWN PAD.  THEN
 QL0040'NORTHWEST FROM CORNER OF BLACKTOP 188 FEET TO STATION NEAR EDGE  OF
 QL0040'PINE TREES.
 QL0040'
 QL0040'TO REACH THE AZIMUTH GO NORTHWEST FROM THE NORTHWEST CORNER OF
 QL0040'NORTH-SOUTH BLACKTOP RUNWAY 509 FEET TO MARK.
 QL0040
 QL0040                          STATION RECOVERY (1995)
 QL0040
 QL0040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 QL0040'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1788 ***********************************************************************
 NF1788  DESIGNATION -  AIRPORT
 NF1788  PID         -  NF1788
 NF1788  STATE/COUNTY-  MI/CALHOUN
 NF1788  COUNTRY     -  US
 NF1788  USGS QUAD   -  BATTLE CREEK (2017)
 NF1788
 NF1788                         *CURRENT SURVEY CONTROL
 NF1788  ______________________________________________________________________
 NF1788* NAD 83(2011) POSITION- 42 18 20.58968(N) 085 14 18.90427(W)   ADJUSTED
 NF1788* NAD 83(2011) ELLIP HT-   249.848 (meters)        (06/27/12)   ADJUSTED
 NF1788* NAD 83(2011) EPOCH   -  2010.00
 NF1788* NAVD 88 ORTHO HEIGHT -   283.2   (meters)      929.    (feet) VERTCON3
 NF1788  ______________________________________________________________________
 NF1788  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 NF1788  NAD 83(2011) X  -    392,156.643 (meters)                     COMP
 NF1788  NAD 83(2011) Y  - -4,708,090.124 (meters)                     COMP
 NF1788  NAD 83(2011) Z  -  4,270,947.095 (meters)                     COMP
 NF1788  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 NF1788
 NF1788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1788  Standards:
 NF1788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1788  -------------------------------------------------------------------
 NF1788  NETWORK    0.82   1.78           0.36   0.30   0.91      0.12991896
 NF1788  -------------------------------------------------------------------
 NF1788  Click here for local accuracies and other accuracy information.
 NF1788
 NF1788.The horizontal coordinates were established by GPS observations
 NF1788.and adjusted by the National Geodetic Survey in June 2012.
 NF1788
 NF1788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1788.been affixed to the stable North American tectonic plate. See 
 NF1788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1788
 NF1788.The horizontal coordinates are valid at the epoch date displayed above
 NF1788.which is a decimal equivalence of Year/Month/Day.
 NF1788
 NF1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1788
 NF1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1788.GEOID18 height accuracy estimate available here.
 NF1788
 NF1788.Click photographs - Photos may exist for this station.
 NF1788
 NF1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1788
 NF1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1788
 NF1788.The ellipsoidal height was determined by GPS observations
 NF1788.and is referenced to NAD 83.
 NF1788
 NF1788. The following values were computed from the NAD 83(2011) position.
 NF1788
 NF1788;                    North         East     Units Scale Factor Converg.
 NF1788;SPC MI S     -    89,870.044 3,928,112.081   MT  0.99995764   -0 35 36.1
 NF1788;SPC MI S     -   294,849.23 12,887,506.83   iFT  0.99995764   -0 35 36.1
 NF1788;UTM  16      - 4,685,223.090   645,178.100   MT  0.99985933   +1 11 08.8
 NF1788
 NF1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1788!SPC MI S     -   0.99996082  x   0.99995764  =   0.99991846
 NF1788!UTM  16      -   0.99996082  x   0.99985933  =   0.99982015
 NF1788
 NF1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4517885223(NAD 83)
 NF1788
 NF1788                          SUPERSEDED SURVEY CONTROL
 NF1788
 NF1788  NAD 83(2007)-  42 18 20.58983(N)    085 14 18.90515(W) AD(2002.00) 0
 NF1788  ELLIP H (02/10/07)  249.862  (m)                       GP(2002.00)    
 NF1788  ELLIP H (07/17/02)  249.871  (m)                       GP(       ) 4 1
 NF1788  NAD 83(1994)-  42 18 20.58991(N)    085 14 18.90577(W) AD(       ) 1
 NF1788  ELLIP H (02/03/97)  249.881  (m)                       GP(       ) 4 1
 NF1788  NAD 83(1986)-  42 18 20.59000(N)    085 14 18.91964(W) AD(       ) 1
 NF1788  NGVD 29 (09/14/93)  283.4    (m)  GEOID93  model used  GPS OBS        
 NF1788
 NF1788.Superseded values are not recommended for survey control.
 NF1788
 NF1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1788.See file dsdata.pdf to determine how the superseded data were derived.
 NF1788
 NF1788_MARKER: I = METAL ROD
 NF1788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1788_STAMPING: AIRPORT 1992
 NF1788_MARK LOGO: HOLDEN
 NF1788_PROJECTION: FLUSH
 NF1788_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1788+STABILITY: POSITION/ELEVATION WELL
 NF1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1788+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 NF1788_ROD/PIPE-DEPTH: 8.8 meters
 NF1788
 NF1788  HISTORY     - Date     Condition        Report By
 NF1788  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1788  HISTORY     - 20011128 GOOD             NGS
 NF1788  HISTORY     - 20031018 GOOD             USPSQD
 NF1788  HISTORY     - 20050825 GOOD             USPSQD
 NF1788
 NF1788                          STATION DESCRIPTION
 NF1788
 NF1788'DESCRIBED BY HOLDEN GPS 1992
 NF1788'STATION IS LOCATED ABOUT 2 3/4 MILES NORTH OF THE I-94 INTERCHANGE
 NF1788'WITH HELMER ROAD, 4 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1788'M-66, 2 MILES NORTHWEST OF THE CENTER OF GOGUAC LAKE AND 1/2 MILE
 NF1788'NORTH OF COLUMBIA AVENUE, IN QUAD 420852. IT CAN BE PLOTTED ON THE
 NF1788'USGS QUADRANGLE MAP BATTLE CREEK IN THE SW 1/4 OF SECTION 10 T2S,R8W,
 NF1788'BATTLE CREEK TOWNSHIP.
 NF1788'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON
 NF1788'HELMER ROAD 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT.
 NF1788'STATION IS 33 FT (10.1 M) NORTHEAST FROM A FIRE HYDRANT, 16 FT
 NF1788'(4.9 M) SOUTH FROM A SIGN FOR TERRITORIAL ROAD, 2 FT (0.6 M) WEST OF
 NF1788'THE CURB, 100 FT (30.5 M) WEST OF THE CHAIN LINK FENCE AROUND THE
 NF1788'AIRPORT AND 375 FT (114.3 M) NORTH OF THE CENTER OF TERRITORIAL ROAD.
 NF1788'STATION IS GROUND VISIBLE WITH STATION ANDREWS 1048 M (3438.3 FT)
 NF1788'SOUTH.
 NF1788
 NF1788                          STATION RECOVERY (2001)
 NF1788
 NF1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1788'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1788
 NF1788                          STATION RECOVERY (2003)
 NF1788
 NF1788'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1788'MARK IS NOW 23' EAST OF A FENCE AND CARSITE WITNESS POST.
 NF1788
 NF1788                          STATION RECOVERY (2005)
 NF1788
 NF1788'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1788'THE ENVIRONS HAVE CHANGED. ALSO, THE CARSITE WITNESS POST IS GONE.
 NF1788'A MORE CURRENT DESCRIPTION WOULD BE AS FOLLOWS
 NF1788'
 NF1788'TO REACH FROM THE I94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON HELMER
 NF1788'ROAD 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT. STATION IS 404 FT.
 NF1788'NORTH OF THE CENTER OF THE TERRITORIAL ROAD EXTENSION INTO THE
 NF1788'AIRLPORT, 34 FT. NORTHEAST OF A FIRE HYDRANT, 23 FT. EAST OF THE
 NF1788'AIRLPORT CHAIN LINK FENCE AND 2 FT. WEST OF THE HELMER ROAD WEST CURB.
 NF1788'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1444 ***********************************************************************
 NF1444  DESIGNATION -  AIRPORT BCN CAPITOL CITY APT
 NF1444  PID         -  NF1444
 NF1444  STATE/COUNTY-  MI/CLINTON
 NF1444  COUNTRY     -  US
 NF1444  USGS QUAD   -  LANSING NORTH (2017)
 NF1444
 NF1444                         *CURRENT SURVEY CONTROL
 NF1444  ______________________________________________________________________
 NF1444* NAD 83(1994) POSITION- 42 46 32.07478(N) 084 36 06.60219(W)   ADJUSTED
 NF1444  ______________________________________________________________________
 NF1444  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 NF1444  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 NF1444  HORZ ORDER      -  THIRD
 NF1444
 NF1444.This mark is at Capital City Airport (LAN)
 NF1444
 NF1444.The horizontal coordinates were established by classical geodetic methods
 NF1444.and adjusted by the National Geodetic Survey in February 1997.
 NF1444
 NF1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1444.GEOID18 height accuracy estimate available here.
 NF1444
 NF1444.Click photographs - Photos may exist for this station.
 NF1444
 NF1444.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1444
 NF1444. The following values were computed from the NAD 83(1994) position.
 NF1444
 NF1444;                    North         East     Units Scale Factor Converg.
 NF1444;SPC MI S     -   141,714.390 3,980,756.373   MT  0.99990869   -0 09 36.1
 NF1444;SPC MI S     -   464,942.22 13,060,224.32   iFT  0.99990869   -0 09 36.1
 NF1444;UTM  16      - 4,738,682.602   696,185.004   MT  1.00007353   +1 37 45.1
 NF1444
 NF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9618538682(NAD 83)
 NF1444
 NF1444                          SUPERSEDED SURVEY CONTROL
 NF1444
 NF1444  NAD 83(1986)-  42 46 32.07266(N)    084 36 06.62040(W) AD(       ) 3
 NF1444  NAD 27      -  42 46 31.94670(N)    084 36 06.68560(W) AD(       ) 3
 NF1444
 NF1444.Superseded values are not recommended for survey control.
 NF1444
 NF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1444.See file dsdata.pdf to determine how the superseded data were derived.
 NF1444
 NF1444_MARKER: 21 = AIRPORT BEACON
 NF1444
 NF1444  HISTORY     - Date     Condition        Report By
 NF1444  HISTORY     - 1994     FIRST OBSERVED   NGS
 NF1444  HISTORY     - 1980     GOOD             NGS
 NF1444  HISTORY     - 19940628 GOOD             NGS
 NF1444
 NF1444                          STATION DESCRIPTION
 NF1444
 NF1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JCL)
 NF1444'(LANSING CAPITAL CITY AIRPORT BEACON 1932 HAS BEEN DESTROYED.  THE
 NF1444'TOWER WAS TAKEN DOWN AND A NEW TOWER WAS BUILT AT A NEW LOCATION
 NF1444'IN 1960).  THE STATION IS THE BEACON LIGHT OF THE AIRPORT BEACON
 NF1444'LANSING CAPITAL CITY AIRPORT.  IT IS A STANDARD AIRPORT BEACON
 NF1444'ATOP A FOUR LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY
 NF1444'RED AND WHITE AND APPROXIMATELY 60 FEET HIGH.
 NF1444'
 NF1444'LOCATED 3.5 MILES NORTHWEST OF THE CENTER OF LANSING, 260 FEET
 NF1444'EAST OF THE CENTER LINE OF AIRPORT ROAD, AND ON THE WEST SIDE OF THE
 NF1444'CAPITAL CITY AIRPORT.
 NF1444
 NF1444                          STATION RECOVERY (1980)
 NF1444
 NF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1444'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1444'
 NF1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1444'AIRPORT.
 NF1444
 NF1444                          STATION RECOVERY (1994)
 NF1444
 NF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF1444'THE AIRPORT BEACON IS LOCATED NEAR THE FIRE STATION COMPLEX ON THE
 NF1444'NORTH SIDE OF THE AIRPORT.  IT IS A STANDARD GREEN AND WHITE ROTATING
 NF1444'BEACON MOUNTED ATOP A POLE MARKED WITH ALTERNATING RED AND WHITE
 NF1444'PAINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1327 ***********************************************************************
 NE1327  DESIGNATION -  AIRPORT BCN DETROIT CITY APT
 NE1327  PID         -  NE1327
 NE1327  STATE/COUNTY-  MI/WAYNE
 NE1327  COUNTRY     -  US
 NE1327  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1327
 NE1327                         *CURRENT SURVEY CONTROL
 NE1327  ______________________________________________________________________
 NE1327* NAD 83(1994) POSITION- 42 24 23.03507(N) 083 00 05.49276(W)   ADJUSTED
 NE1327* NAVD 88 ORTHO HEIGHT -   189.1   (meters)      620.    (feet) VERTCON3
 NE1327  ______________________________________________________________________
 NE1327  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 NE1327  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 NE1327  HORZ ORDER      -  THIRD
 NE1327
 NE1327.This mark is at Detroit City Airport (DET)
 NE1327
 NE1327.The horizontal coordinates were established by classical geodetic methods
 NE1327.and adjusted by the National Geodetic Survey in February 1997.
 NE1327
 NE1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1327
 NE1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1327.GEOID18 height accuracy estimate available here.
 NE1327
 NE1327.Click photographs - Photos may exist for this station.
 NE1327
 NE1327.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1327
 NE1327. The following values were computed from the NAD 83(1994) position.
 NE1327
 NE1327;                    North         East     Units Scale Factor Converg.
 NE1327;SPC MI S     -   101,591.725 4,112,368.956   MT  0.99994155   +0 55 44.5
 NE1327;SPC MI S     -   333,306.18 13,492,024.13   iFT  0.99994155   +0 55 44.5
 NE1327;UTM  17      - 4,696,840.323   335,294.211   MT  0.99993378   -1 21 00.4
 NE1327
 NE1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1327!SPC MI S     -   0.99997576  x   0.99994155  =   0.99991731
 NE1327!UTM  17      -   0.99997576  x   0.99993378  =   0.99990954
 NE1327
 NE1327:                Primary Azimuth Mark                     Grid Az
 NE1327:SPC MI S     -  NORTHEAST WATER                          345 47 15.4
 NE1327:UTM  17      -  NORTHEAST WATER                          348 04 00.3
 NE1327
 NE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3529496840(NAD 83)
 NE1327
 NE1327|---------------------------------------------------------------------|
 NE1327| PID    Reference Object                     Distance      Geod. Az  |
 NE1327|                                                           dddmmss.s |
 NE1327| NE1119 DET CITY APT AUX CONT PT Z          APPROX. 1.8 KM 1465222.0 |
 NE1327| NE1325 DETROIT CITY APT AP STA A           296.711 METERS 27123     |
 NE1327| NE1319 DETROIT CHRYSLER CORP ANTENNA       APPROX. 1.0 KM 2782151.2 |
 NE1327| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 5.3 KM 3241124.2 |
 NE1327| NE1326 DETROIT CITY AIRPORT DF             335.759 METERS 32646     |
 NE1327| NE1328 DETROIT APT PT D TBM                241.092 METERS 33439     |
 NE1327| NE1318 NORTHEAST WATER                     APPROX. 4.3 KM 3464259.9 |
 NE1327|---------------------------------------------------------------------|
 NE1327
 NE1327                          SUPERSEDED SURVEY CONTROL
 NE1327
 NE1327  NAD 83(1986)-  42 24 23.04209(N)    083 00 05.52557(W) AD(       ) 3
 NE1327  NAD 27      -  42 24 22.90277(N)    083 00 05.80700(W) AD(       ) 3
 NE1327  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 NE1327
 NE1327.Superseded values are not recommended for survey control.
 NE1327
 NE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1327.See file dsdata.pdf to determine how the superseded data were derived.
 NE1327
 NE1327_MARKER: 21 = AIRPORT BEACON
 NE1327
 NE1327  HISTORY     - Date     Condition        Report By
 NE1327  HISTORY     - 1966     FIRST OBSERVED   CGS
 NE1327  HISTORY     - 1971     GOOD             NGS
 NE1327  HISTORY     - 1979     GOOD             NGS
 NE1327  HISTORY     - 1988     GOOD             USPSQD
 NE1327  HISTORY     - 19900915 GOOD             NGS
 NE1327  HISTORY     - 19991004 GOOD             USPSQD
 NE1327
 NE1327                          STATION DESCRIPTION
 NE1327
 NE1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1327'THE STATION IS AT DETROIT CITY AIRPORT,
 NE1327'ON TOP OF THE
 NE1327'CONTROL TOWER LOCATED AT
 NE1327'THE NORTH END OF THE OLD
 NE1327'TERMINAL BUILDING
 NE1327'AT THE SOUTHEAST END OF THE FIELD.
 NE1327'THE STATION IS THE CENTER OF THE STANDARD
 NE1327'GREEN AND
 NE1327'WHITE ROTATING BEACON.
 NE1327
 NE1327                          STATION RECOVERY (1971)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1327'STATION RECOVERED AS DESCRIBED.
 NE1327'
 NE1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1327
 NE1327                          STATION RECOVERY (1979)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1327'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1327'
 NE1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT
 NE1327'CITY AIRPORT.
 NE1327
 NE1327                          STATION RECOVERY (1988)
 NE1327
 NE1327'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1327'RECOVERED IN GOOD CONDITION.
 NE1327
 NE1327                          STATION RECOVERY (1990)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1327'THE STATION IS AT DETROIT CITY AIRPORT, ON TOP OF THE CONTROL TOWER
 NE1327'LOCATED AT THE NORTH END OF THE OLD TERMINAL BUILDING AT THE SOUTHEAST
 NE1327'END OF THE FIELD.  THE STATION IS THE CENTER OF THE STANDARD GREEN AND
 NE1327'WHITE ROTATING BEACON.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA
 NE1327'1159.
 NE1327
 NE1327                          STATION RECOVERY (1999)
 NE1327
 NE1327'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0767 ***********************************************************************
 QK0767  DESIGNATION -  AIRPORT BCN EMMET CO APT
 QK0767  PID         -  QK0767
 QK0767  STATE/COUNTY-  MI/EMMET
 QK0767  COUNTRY     -  US
 QK0767  USGS QUAD   -  PELLSTON (2017)
 QK0767
 QK0767                         *CURRENT SURVEY CONTROL
 QK0767  ______________________________________________________________________
 QK0767* NAD 83(1994) POSITION- 45 34 11.11603(N) 084 47 05.83988(W)   ADJUSTED
 QK0767  ______________________________________________________________________
 QK0767  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 QK0767  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 QK0767  HORZ ORDER      -  THIRD
 QK0767
 QK0767.This mark is at Pellston Airport (PLN)
 QK0767
 QK0767.The horizontal coordinates were established by classical geodetic methods
 QK0767.and adjusted by the National Geodetic Survey in February 1997.
 QK0767
 QK0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0767.GEOID18 height accuracy estimate available here.
 QK0767
 QK0767.Click photographs - Photos may exist for this station.
 QK0767
 QK0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0767
 QK0767. The following values were computed from the NAD 83(1994) position.
 QK0767
 QK0767;                    North         East     Units Scale Factor Converg.
 QK0767;SPC MI C     -   250,452.902 5,967,348.789   MT  0.99997249   -0 17 43.7
 QK0767;SPC MI C     -   821,695.87 19,577,915.97   iFT  0.99997249   -0 17 43.7
 QK0767;UTM  16      - 5,048,632.463   672,839.726   MT  0.99996729   +1 34 55.8
 QK0767
 QK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7283948632(NAD 83)
 QK0767
 QK0767                          SUPERSEDED SURVEY CONTROL
 QK0767
 QK0767  NAD 83(1986)-  45 34 11.11059(N)    084 47 05.84085(W) AD(       ) 3
 QK0767  NAD 27      -  45 34 11.06800(N)    084 47 05.66900(W) AD(       ) 3
 QK0767
 QK0767.Superseded values are not recommended for survey control.
 QK0767
 QK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0767.See file dsdata.pdf to determine how the superseded data were derived.
 QK0767
 QK0767_MARKER: 21 = AIRPORT BEACON
 QK0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0767+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 QK0767
 QK0767  HISTORY     - Date     Condition        Report By
 QK0767  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0767  HISTORY     - 1962     GOOD             CGS
 QK0767  HISTORY     - 1968     GOOD             CGS
 QK0767  HISTORY     - 20040615 GOOD             GEOCAC
 QK0767
 QK0767                          STATION DESCRIPTION
 QK0767
 QK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0767'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE VILLAGE OF
 QK0767'PELLSTON, ON THE GROUNDS OF THE PELLSTON-EMMET COUNTY AIRPORT.  IT IS
 QK0767'330 FEET EAST OF THE ENTRANCE INTO THE AIRPORT OFFICE AND 120 FEET
 QK0767'SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE OFFICE.  IT IS A FOUR
 QK0767'LEGGED STEEL STRUCTURE 60 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF
 QK0767'RED AND WHITE, WITH A REVOLVING FLASHING WHITE AND BLUE LIGHT ON THE
 QK0767'TOP OF THE STRUCTURE.
 QK0767'
 QK0767'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EMMET TO THE
 QK0767'CENTER OF THE BASE OF THE AIRPORT BEACON BY INTERSECTING THE FOUR LEGS
 QK0767'OF THE STRUCTURE, THE DISTANCE BEING 161.41 FEET (49.198 METERS) SOUTH
 QK0767'OF STATION EMMET.
 QK0767'
 QK0767'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO NORTH
 QK0767'ON U.S. HIGHWAY 31 FOR 1.2 MILES TO THE ENTRANCE TO THE AIRPORT ON THE
 QK0767'LEFT, WEST SIDE.  TURN LEFT INTO DRIVEWAY FOR 0.05 MILE TO THE STATION
 QK0767'ON THE LEFT, SOUTH SIDE OF THE DRIVEWAY AS DESCRIBED.
 QK0767
 QK0767                          STATION RECOVERY (1962)
 QK0767
 QK0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0767'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0767
 QK0767                          STATION RECOVERY (1968)
 QK0767
 QK0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 QK0767'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 QK0767'ORIGINALLY DESCRIBED.
 QK0767'
 QK0767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE NORTH OF
 QK0767'PELLSTON
 QK0767
 QK0767                          STATION RECOVERY (2004)
 QK0767
 QK0767'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QK0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0478 ***********************************************************************
 QL0478  DESIGNATION -  AIRPORT BCN ESCANABA M APT ECC
 QL0478  PID         -  QL0478
 QL0478  STATE/COUNTY-  MI/DELTA
 QL0478  COUNTRY     -  US
 QL0478  USGS QUAD   -  ESCANABA (2017)
 QL0478
 QL0478                         *CURRENT SURVEY CONTROL
 QL0478  ______________________________________________________________________
 QL0478* NAD 83(1994) POSITION- 45 43 24.37020(N) 087 04 59.14395(W)   ADJUSTED
 QL0478* NAVD 88 ORTHO HEIGHT -   200.    (meters)      656.    (feet) SCALED
 QL0478  ______________________________________________________________________
 QL0478  GEOID HEIGHT    -        -35.869 (meters)                     GEOID18
 QL0478  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QL0478  HORZ ORDER      -  SECOND
 QL0478
 QL0478.This mark is at Delta County Airport (ESC)
 QL0478
 QL0478.The horizontal coordinates were established by classical geodetic methods
 QL0478.and adjusted by the National Geodetic Survey in February 1997.
 QL0478
 QL0478.The orthometric height was scaled from a topographic map.
 QL0478
 QL0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0478.GEOID18 height accuracy estimate available here.
 QL0478
 QL0478.Click photographs - Photos may exist for this station.
 QL0478
 QL0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0478
 QL0478. The following values were computed from the NAD 83(1994) position.
 QL0478
 QL0478;                    North         East     Units Scale Factor Converg.
 QL0478;SPC MI N     -   104,491.125 7,993,531.472   MT  0.99995060   -0 03 36.2
 QL0478;SPC MI N     -   342,818.65 26,225,496.96   iFT  0.99995060   -0 03 36.2
 QL0478;UTM  16      - 5,063,323.458   493,533.738   MT  0.99960051   -0 03 34.2
 QL0478
 QL0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0478!SPC MI N     -   0.99997427  x   0.99995060  =   0.99992487
 QL0478!UTM  16      -   0.99997427  x   0.99960051  =   0.99957479
 QL0478
 QL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9353363323(NAD 83)
 QL0478
 QL0478                          SUPERSEDED SURVEY CONTROL
 QL0478
 QL0478  NAD 83(1986)-  45 43 24.36816(N)    087 04 59.14277(W) AD(       ) 2
 QL0478  NAD 27      -  45 43 24.47300(N)    087 04 58.65200(W) AD(       ) 2
 QL0478
 QL0478.Superseded values are not recommended for survey control.
 QL0478
 QL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0478.See file dsdata.pdf to determine how the superseded data were derived.
 QL0478
 QL0478_MARKER: 21 = AIRPORT BEACON
 QL0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0478+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 QL0478
 QL0478  HISTORY     - Date     Condition        Report By
 QL0478  HISTORY     - 1980     FIRST OBSERVED   NGS
 QL0478  HISTORY     - 19900820 GOOD             NGS
 QL0478  HISTORY     - 20050515 GOOD             GEOCAC
 QL0478
 QL0478                          STATION DESCRIPTION
 QL0478
 QL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QL0478'THE AIRPORT BEACON IS LOCATED ON THE SOUTH SIDE OF THE DELTA COUNTY
 QL0478'AIRPORT APPROXIMATELY 200 FT (61.0 M) SOUTHWEST OF THE TERMINAL
 QL0478'BUILDING.  THE BEACON IS A STANDARD CLEAR AND GREEN ROTATING LIGHT
 QL0478'MOUNTED ATOP A RED AND WHITE ALTERNATELY PAINTED STEEL MAST.  THE
 QL0478'POINT OBSERVED WAS THE SPINDLE OF THE BEACON.  THE SPINDLE WAS NOT
 QL0478'VISABLE FROM ARP 1966 AND THE STEM OF THE OBSTRUCTION LIGHT WAS
 QL0478'OBSERVED.  THE OBSTRUCTION LIGHT IS CENTERED ON TOP OF THE BEACON
 QL0478'LIGHT.
 QL0478
 QL0478                          STATION RECOVERY (2005)
 QL0478
 QL0478'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 QL0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0479 ***********************************************************************
 QL0479  DESIGNATION -  AIRPORT BCN ESCANABA MUN APT
 QL0479  PID         -  QL0479
 QL0479  STATE/COUNTY-  MI/DELTA
 QL0479  COUNTRY     -  US
 QL0479  USGS QUAD   -  ESCANABA (2017)
 QL0479
 QL0479                         *CURRENT SURVEY CONTROL
 QL0479  ______________________________________________________________________
 QL0479* NAD 83(1994) POSITION- 45 43 24.33666(N) 087 04 59.17289(W)   ADJUSTED
 QL0479  ______________________________________________________________________
 QL0479  GEOID HEIGHT    -        -35.869 (meters)                     GEOID18
 QL0479  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QL0479  HORZ ORDER      -  THIRD
 QL0479
 QL0479.This mark is at Delta County Airport (ESC)
 QL0479
 QL0479.The horizontal coordinates were established by classical geodetic methods
 QL0479.and adjusted by the National Geodetic Survey in February 1997.
 QL0479
 QL0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0479.GEOID18 height accuracy estimate available here.
 QL0479
 QL0479.Click photographs - Photos may exist for this station.
 QL0479
 QL0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0479
 QL0479. The following values were computed from the NAD 83(1994) position.
 QL0479
 QL0479;                    North         East     Units Scale Factor Converg.
 QL0479;SPC MI N     -   104,490.090 7,993,530.845   MT  0.99995060   -0 03 36.2
 QL0479;SPC MI N     -   342,815.26 26,225,494.90   iFT  0.99995060   -0 03 36.2
 QL0479;UTM  16      - 5,063,322.423   493,533.112   MT  0.99960051   -0 03 34.2
 QL0479
 QL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9353363322(NAD 83)
 QL0479
 QL0479                          SUPERSEDED SURVEY CONTROL
 QL0479
 QL0479  NAD 83(1986)-  45 43 24.33461(N)    087 04 59.17171(W) AD(       ) 3
 QL0479  NAD 27      -  45 43 24.44000(N)    087 04 58.68100(W) AD(       ) 3
 QL0479
 QL0479.Superseded values are not recommended for survey control.
 QL0479
 QL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0479.See file dsdata.pdf to determine how the superseded data were derived.
 QL0479
 QL0479_MARKER: 21 = AIRPORT BEACON
 QL0479
 QL0479  HISTORY     - Date     Condition        Report By
 QL0479  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0479  HISTORY     - 1963     GOOD             CGS
 QL0479
 QL0479                          STATION DESCRIPTION
 QL0479
 QL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0479'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ESCANABA
 QL0479'AT THE MUNICIPAL
 QL0479'AIRPORT.  IT IS APPROXIMATELY 50 FEET HIGH, PAINTED ORANGE AND WHITE,
 QL0479'AND IT HAS A REVOLVING LIGHT AT THE
 QL0479'TOP.
 QL0479'
 QL0479'THIS STATION WAS OCCUPIED ECCENTRIC AND A POSITION WAS COMPUTED
 QL0479'THROUGH INTERSECTION STATION BY
 QL0479'MEANS OF INVERSE COMPUTATIONS.
 QL0479'
 QL0479'TO REACH FROM THE INTERSECTION OF HIGHWAYS 2, 35 AND 41 AT THE WEST
 QL0479'EDGE OF ESACANABA, GO SOUTH ON
 QL0479'HIGHWAY 35 FOR 1.4 MILES TO THE ENTRANCE TO THE AIRPORT, TURN RIGHT
 QL0479'0.2 MILE TO THE AIRPORT AND
 QL0479'THE STATION ABOUT 400 FEET EAST OF THE HANGARS.
 QL0479
 QL0479                          STATION RECOVERY (1963)
 QL0479
 QL0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0479'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  LOCAL INQUIRY
 QL0479'REVEALS THAT STATION HAS
 QL0479'NOT BEEN MOVED SINCE 1954.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0666 ***********************************************************************
 QK0666  DESIGNATION -  AIRPORT BCN GAYLORD APT
 QK0666  PID         -  QK0666
 QK0666  STATE/COUNTY-  MI/OTSEGO
 QK0666  COUNTRY     -  US
 QK0666  USGS QUAD   -  GAYLORD (2017)
 QK0666
 QK0666                         *CURRENT SURVEY CONTROL
 QK0666  ______________________________________________________________________
 QK0666* NAD 83(1994) POSITION- 45 01 04.18995(N) 084 41 32.11154(W)   ADJUSTED
 QK0666  ______________________________________________________________________
 QK0666  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 QK0666  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 QK0666  HORZ ORDER      -  THIRD
 QK0666
 QK0666.This mark is at Otsego County Airport (GLR)
 QK0666
 QK0666.The horizontal coordinates were established by classical geodetic methods
 QK0666.and adjusted by the National Geodetic Survey in February 1997.
 QK0666
 QK0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0666.GEOID18 height accuracy estimate available here.
 QK0666
 QK0666.Click photographs - Photos may exist for this station.
 QK0666
 QK0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0666
 QK0666. The following values were computed from the NAD 83(1994) position.
 QK0666
 QK0666;                    North         East     Units Scale Factor Converg.
 QK0666;SPC MI C     -   189,084.730 5,974,338.783   MT  0.99991355   -0 13 48.0
 QK0666;SPC MI C     -   620,356.73 19,600,849.03   iFT  0.99991355   -0 13 48.0
 QK0666;UTM  16      - 4,987,521.974   681,829.366   MT  1.00000655   +1 37 58.0
 QK0666
 QK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8182987521(NAD 83)
 QK0666
 QK0666                          SUPERSEDED SURVEY CONTROL
 QK0666
 QK0666  NAD 83(1986)-  45 01 04.18372(N)    084 41 32.11678(W) AD(       ) 3
 QK0666  NAD 27      -  45 01 04.13085(N)    084 41 32.00440(W) AD(       ) 3
 QK0666
 QK0666.Superseded values are not recommended for survey control.
 QK0666
 QK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0666.See file dsdata.pdf to determine how the superseded data were derived.
 QK0666
 QK0666_MARKER: 21 = AIRPORT BEACON
 QK0666
 QK0666  HISTORY     - Date     Condition        Report By
 QK0666  HISTORY     - 1976     FIRST OBSERVED   NGS
 QK0666  HISTORY     - 19900825 GOOD             NGS
 QK0666  HISTORY     - 19960812 GOOD             USPSQD
 QK0666
 QK0666                          STATION DESCRIPTION
 QK0666
 QK0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0666'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 QK0666'OF THE AIRPORT BEACON GAYLORD AIRPORT.  IT IS ABOUT 2 MILES
 QK0666'SOUTHWEST OF GAYLORD, AT THE NORTH EDGE OF THE AIRPORT.
 QK0666'THE BEACON IS ATOP A 50 FOOT HIGH, 4 LEGGED STEEL TOWER THAT
 QK0666'IS PAINTED RED AND WHITE WITH A RED LIGHT AT THE APEX.
 QK0666'
 QK0666'DESCRIBED BY G.R.HEID
 QK0666
 QK0666                          STATION RECOVERY (1990)
 QK0666
 QK0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QK0666'THE STATION IS LOCATED ON THE OTSEGO COUNTY AIRPORT IN GAYLORD.  THE
 QK0666'STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT OF THE
 QK0666'AIRPORT BEACON.  THE BEACON IS ATOP A 50 FT (15.2 M) HIGH LEGGED STEEL
 QK0666'TOWER AND IS 53 FT (16.2 M) WEST OF GAY AIR 1976.
 QK0666
 QK0666                          STATION RECOVERY (1996)
 QK0666
 QK0666'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0490 ***********************************************************************
 PL0490  DESIGNATION -  AIRPORT BCN GRAYLING APT
 PL0490  PID         -  PL0490
 PL0490  STATE/COUNTY-  MI/CRAWFORD
 PL0490  COUNTRY     -  US
 PL0490  USGS QUAD   -  GRAYLING (2017)
 PL0490
 PL0490                         *CURRENT SURVEY CONTROL
 PL0490  ______________________________________________________________________
 PL0490* NAD 83(1994) POSITION- 44 40 46.96899(N) 084 43 23.66244(W)   ADJUSTED
 PL0490  ______________________________________________________________________
 PL0490  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 PL0490  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 PL0490  HORZ ORDER      -  THIRD
 PL0490
 PL0490.This mark is at Grayling (AAF) Airport (55D)
 PL0490
 PL0490.The horizontal coordinates were established by classical geodetic methods
 PL0490.and adjusted by the National Geodetic Survey in February 1997.
 PL0490
 PL0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0490.GEOID18 height accuracy estimate available here.
 PL0490
 PL0490.Click photographs - Photos may exist for this station.
 PL0490
 PL0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0490
 PL0490. The following values were computed from the NAD 83(1994) position.
 PL0490
 PL0490;                    North         East     Units Scale Factor Converg.
 PL0490;SPC MI C     -   151,524.002 5,971,731.425   MT  0.99992324   -0 15 06.8
 PL0490;SPC MI C     -   497,125.99 19,592,294.70   iFT  0.99992324   -0 15 06.8
 PL0490;UTM  16      - 4,949,893.146   680,441.052   MT  1.00000040   +1 36 04.7
 PL0490
 PL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8044149893(NAD 83)
 PL0490
 PL0490                          SUPERSEDED SURVEY CONTROL
 PL0490
 PL0490  NAD 83(1986)-  44 40 46.96330(N)    084 43 23.66621(W) AD(       ) 3
 PL0490  NAD 27      -  44 40 46.90590(N)    084 43 23.56310(W) AD(       ) 3
 PL0490
 PL0490.Superseded values are not recommended for survey control.
 PL0490
 PL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0490.See file dsdata.pdf to determine how the superseded data were derived.
 PL0490
 PL0490_MARKER: 21 = AIRPORT BEACON
 PL0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0490
 PL0490  HISTORY     - Date     Condition        Report By
 PL0490  HISTORY     - 1976     FIRST OBSERVED   NGS
 PL0490
 PL0490                          STATION DESCRIPTION
 PL0490
 PL0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0490'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 PL0490'OF THE AIRPORT BEACON GRAYLING AIRPORT.  IT IS 1.5 MILES
 PL0490'NORTHWEST OF GRAYLING, ON THE EAST SIDE OF THE NORTH-SOUTH
 PL0490'RUNWAY.
 PL0490'
 PL0490'THE BEACON IS ATOP A 70 FOOT HIGH, 4-LEGGED STEEL TOWER
 PL0490'THAT IS PAINTED RED AND WHITE, WITH AN OBSERVATION PLATFORM
 PL0490'AT THE TOP.
 PL0490'
 PL0490'DESCRIBED BY G.R. HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1607 ***********************************************************************
 NF1607  DESIGNATION -  AIRPORT BCN HASTINGS APT
 NF1607  PID         -  NF1607
 NF1607  STATE/COUNTY-  MI/BARRY
 NF1607  COUNTRY     -  US
 NF1607  USGS QUAD   -  HASTINGS (2017)
 NF1607
 NF1607                         *CURRENT SURVEY CONTROL
 NF1607  ______________________________________________________________________
 NF1607* NAD 83(1994) POSITION- 42 40 02.21788(N) 085 20 58.16560(W)   ADJUSTED
 NF1607  ______________________________________________________________________
 NF1607  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 NF1607  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 NF1607  HORZ ORDER      -  THIRD
 NF1607
 NF1607.This mark is at Hastings Airport (9D9)
 NF1607
 NF1607.The horizontal coordinates were established by classical geodetic methods
 NF1607.and adjusted by the National Geodetic Survey in February 1997.
 NF1607
 NF1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1607.GEOID18 height accuracy estimate available here.
 NF1607
 NF1607.Click photographs - Photos may exist for this station.
 NF1607
 NF1607.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1607
 NF1607. The following values were computed from the NAD 83(1994) position.
 NF1607
 NF1607;                    North         East     Units Scale Factor Converg.
 NF1607;SPC MI S     -   130,128.770 3,919,437.302   MT  0.99991406   -0 40 07.8
 NF1607;SPC MI S     -   426,931.66 12,859,046.27   iFT  0.99991406   -0 40 07.8
 NF1607;UTM  16      - 4,725,188.712   635,255.466   MT  0.99982507   +1 07 07.6
 NF1607
 NF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3525525188(NAD 83)
 NF1607
 NF1607                          SUPERSEDED SURVEY CONTROL
 NF1607
 NF1607  NAD 83(1986)-  42 40 02.21769(N)    085 20 58.18137(W) AD(       ) 3
 NF1607  NAD 27      -  42 40 02.08940(N)    085 20 58.14311(W) AD(       ) 3
 NF1607
 NF1607.Superseded values are not recommended for survey control.
 NF1607
 NF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1607.See file dsdata.pdf to determine how the superseded data were derived.
 NF1607
 NF1607_MARKER: 21 = AIRPORT BEACON
 NF1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1607+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF1607
 NF1607  HISTORY     - Date     Condition        Report By
 NF1607  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1607  HISTORY     - 19961017 GOOD             MI-015
 NF1607  HISTORY     - 19970308 GOOD             USPSQD
 NF1607  HISTORY     - 20050409 GOOD             USPSQD
 NF1607
 NF1607                          STATION DESCRIPTION
 NF1607
 NF1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1607'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST
 NF1607'OF IRVING, 3 MILES
 NF1607'NORTHWEST OF HASTINGS, 1 MILE SOUTH OF
 NF1607'ALGONQUIN LAKE AND ON LAND OWNED BY
 NF1607'THE CITY OF HASTINGS.
 NF1607'
 NF1607'TO REACH THE STATION FROM THE JUNCTION OF WEST STATE ROAD AND N.
 NF1607'BROADWAY (STATE
 NF1607'HIGHWAY 43) IN THE NORTH PART OF HASTINGS GO NORTHWEST
 NF1607'ON WEST STATE ROAD FOR 2.95 MILES
 NF1607'TO A FORK.  TAKE THE LEFT FORK AND GO
 NF1607'WEST ON AIRPORT ROAD FOR 0.4 MILE TO THE STATION ON
 NF1607'THE LEFT.
 NF1607'
 NF1607'THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A 4-LEGGED
 NF1607'STEEL TOWER,
 NF1607'PAINTED SILVER, WITH A CAGE AROUND THE LIGHT AT THE TOP
 NF1607'WITH AN OVERALL HEIGHT OF 78
 NF1607'FEET.
 NF1607'
 NF1607'THE POINT INTERSECTED WAS THE BEACON LIGHT AT THE TOP.
 NF1607
 NF1607                          STATION RECOVERY (1996)
 NF1607
 NF1607'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1607'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND M-43
 NF1607'IN HASTINGS, GO NORTH ON M-43 0.35 MILES (0.56 KM) TO STATE ROAD
 NF1607'(IMMEDIATELY NORTH OF THE THORNAPPLE RIVER BRIDGE) , TURN LEFT AND GO
 NF1607'WEST-NORTHWEST 2.95 MILES (4.75 KM) ON STATE ROAD TO AIRPORT ROAD,
 NF1607'TURN LEFTON AIRPORT ROAD AND GO WEST 0.4 MILES (0.6 KM) TO STATION ON
 NF1607'LEFT. THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A 4-LEGGED
 NF1607'STEEL TOWER, PAINTED SILVER, WITH A CAGE AROUND THE LIGHT AT THE TOP
 NF1607'WITH AN OVERALL HEIGHT OF 78 FEET (23.8 M) . THE POINT INTERSECTED WAS
 NF1607'THE BEACON LIGHT AT THE TOP.
 NF1607
 NF1607                          STATION RECOVERY (1997)
 NF1607
 NF1607'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1607'RECOVERED IN GOOD CONDITION.
 NF1607
 NF1607                          STATION RECOVERY (2005)
 NF1607
 NF1607'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF1607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1640 ***********************************************************************
 NF1640  DESIGNATION -  AIRPORT BCN KENT CO APT
 NF1640  PID         -  NF1640
 NF1640  STATE/COUNTY-  MI/KENT
 NF1640  COUNTRY     -  US
 NF1640  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 NF1640
 NF1640                         *CURRENT SURVEY CONTROL
 NF1640  ______________________________________________________________________
 NF1640* NAD 83(1994) POSITION- 42 53 02.81913(N) 085 31 46.58634(W)   ADJUSTED
 NF1640  ______________________________________________________________________
 NF1640  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 NF1640  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 NF1640  HORZ ORDER      -  THIRD
 NF1640
 NF1640.This mark is at Gerald R Ford Intl Airport (GRR)
 NF1640
 NF1640.The horizontal coordinates were established by classical geodetic methods
 NF1640.and adjusted by the National Geodetic Survey in February 1997.
 NF1640
 NF1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1640.GEOID18 height accuracy estimate available here.
 NF1640
 NF1640.Click photographs - Photos may exist for this station.
 NF1640
 NF1640.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1640
 NF1640. The following values were computed from the NAD 83(1994) position.
 NF1640
 NF1640;                    North         East     Units Scale Factor Converg.
 NF1640;SPC MI S     -   154,400.129 3,905,006.550   MT  0.99990688   -0 47 29.1
 NF1640;SPC MI S     -   506,562.10 12,811,701.28   iFT  0.99990688   -0 47 29.1
 NF1640;UTM  16      - 4,748,994.886   620,075.265   MT  0.99977738   +1 00 02.7
 NF1640
 NF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2007548994(NAD 83)
 NF1640
 NF1640                          SUPERSEDED SURVEY CONTROL
 NF1640
 NF1640  NAD 83(1986)-  42 53 02.81849(N)    085 31 46.60179(W) AD(       ) 3
 NF1640  NAD 27      -  42 53 02.70331(N)    085 31 46.52449(W) AD(       ) 3
 NF1640
 NF1640.Superseded values are not recommended for survey control.
 NF1640
 NF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1640.See file dsdata.pdf to determine how the superseded data were derived.
 NF1640
 NF1640_MARKER: 21 = AIRPORT BEACON
 NF1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1640+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 NF1640
 NF1640  HISTORY     - Date     Condition        Report By
 NF1640  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1640  HISTORY     - 19880901 GOOD             NGS
 NF1640  HISTORY     - 19970315 GOOD             USPSQD
 NF1640  HISTORY     - 19991009 GOOD             USPSQD
 NF1640  HISTORY     - 20030321 GOOD             USPSQD
 NF1640
 NF1640                          STATION DESCRIPTION
 NF1640
 NF1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1640'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-
 NF1640'NORTHEAST OF
 NF1640'DUTTON AND ON THE GROUNDS OF THE KENT COUNTY AIRPORT.
 NF1640'
 NF1640'THE STATION IS THE AIRPORT BEACON ATOP AND IN THE CENTER OF THE
 NF1640'CONTROL TOWER.  IT
 NF1640'HAS AN OVER-ALL HEIGHT OF 124 FEET.
 NF1640'
 NF1640'THE POINT INTERSECTED WAS THE TOP CENTER OF THE BEACON.
 NF1640
 NF1640                          STATION RECOVERY (1988)
 NF1640
 NF1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JLD)
 NF1640'THE BEACON IS LOCATED ON THE TOP AND IN THE CENTER OF THE CONTROL
 NF1640'TOWER AT MIDFIELD.
 NF1640
 NF1640                          STATION RECOVERY (1997)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1640'RECOVERED IN GOOD CONDITION.
 NF1640
 NF1640                          STATION RECOVERY (1999)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1640'RECOVERED IN GOOD CONDITION.
 NF1640
 NF1640                          STATION RECOVERY (2003)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF1640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1195 ***********************************************************************
 RJ1195  DESIGNATION -  AIRPORT BCN LUCE CO APT
 RJ1195  PID         -  RJ1195
 RJ1195  STATE/COUNTY-  MI/LUCE
 RJ1195  COUNTRY     -  US
 RJ1195  USGS QUAD   -  ROBERTS CORNER (2017)
 RJ1195
 RJ1195                         *CURRENT SURVEY CONTROL
 RJ1195  ______________________________________________________________________
 RJ1195* NAD 83(1994) POSITION- 46 18 36.36110(N) 085 27 25.08277(W)   ADJUSTED
 RJ1195* NAVD 88 ORTHO HEIGHT -   260.8   (meters)      856.    (feet) VERTCON3
 RJ1195  ______________________________________________________________________
 RJ1195  GEOID HEIGHT    -        -35.273 (meters)                     GEOID18
 RJ1195  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 RJ1195  HORZ ORDER      -  THIRD
 RJ1195
 RJ1195.This mark is at Luce Co Hale Airport (ERY)
 RJ1195
 RJ1195.The horizontal coordinates were established by classical geodetic methods
 RJ1195.and adjusted by the National Geodetic Survey in February 1997.
 RJ1195
 RJ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1195
 RJ1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1195.GEOID18 height accuracy estimate available here.
 RJ1195
 RJ1195.Click photographs - Photos may exist for this station.
 RJ1195
 RJ1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1195
 RJ1195. The following values were computed from the NAD 83(1994) position.
 RJ1195
 RJ1195;                    North         East     Units Scale Factor Converg.
 RJ1195;SPC MI N     -   170,847.751 8,118,839.856   MT  0.99990293   +1 06 55.0
 RJ1195;SPC MI N     -   560,524.12 26,636,613.70   iFT  0.99990293   +1 06 55.0
 RJ1195;UTM  16      - 5,129,659.669   618,810.720   MT  0.99977352   +1 06 57.2
 RJ1195
 RJ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1195!SPC MI N     -   0.99996464  x   0.99990293  =   0.99986757
 RJ1195!UTM  16      -   0.99996464  x   0.99977352  =   0.99973817
 RJ1195
 RJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1881029659(NAD 83)
 RJ1195
 RJ1195                          SUPERSEDED SURVEY CONTROL
 RJ1195
 RJ1195  NAD 83(1986)-  46 18 36.35486(N)    085 27 25.08063(W) AD(       ) 3
 RJ1195  NAD 27      -  46 18 36.35222(N)    085 27 24.72844(W) AD(       ) 3
 RJ1195  NGVD 29 (07/19/86)  260.8    (m)          856.     (f) VERT ANG       
 RJ1195
 RJ1195.Superseded values are not recommended for survey control.
 RJ1195
 RJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1195.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1195
 RJ1195_MARKER: 21 = AIRPORT BEACON
 RJ1195
 RJ1195  HISTORY     - Date     Condition        Report By
 RJ1195  HISTORY     - 1975     FIRST OBSERVED   NGS
 RJ1195
 RJ1195                          STATION DESCRIPTION
 RJ1195
 RJ1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RJ1195'AIRPORT BEACON, LUCE COUNTY AIRPORT IS A SINGLE POLE STEEL
 RJ1195'STRUCTURE, ABOUT 50 FEET HIGH, WITH A REVOLVING LIGHT AT THE
 RJ1195'TOP.  THE STATION IS THE REVOLVING LIGHT.
 RJ1195'
 RJ1195'THE BEACON IS LOCATED ABOUT 4 MILES SOUTHEAST OF NEWBERRY AT THE
 RJ1195'LUCE COUNTY AIRPORT.  TRIANGULATION STATION UPPER 1965 IS ABOUT
 RJ1195'100 YARDS SOUTH OF THIS BEACON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0560 ***********************************************************************
 OK0560  DESIGNATION -  AIRPORT BCN MT PLEASANT APT
 OK0560  PID         -  OK0560
 OK0560  STATE/COUNTY-  MI/ISABELLA
 OK0560  COUNTRY     -  US
 OK0560  USGS QUAD   -  SHEPHERD (2017)
 OK0560
 OK0560                         *CURRENT SURVEY CONTROL
 OK0560  ______________________________________________________________________
 OK0560* NAD 83(1994) POSITION- 43 37 08.47380(N) 084 44 16.43816(W)   ADJUSTED
 OK0560  ______________________________________________________________________
 OK0560  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 OK0560  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 OK0560  HORZ ORDER      -  THIRD
 OK0560
 OK0560.This mark is at Mt. Pleasant Airport (MOP)
 OK0560
 OK0560.The horizontal coordinates were established by classical geodetic methods
 OK0560.and adjusted by the National Geodetic Survey in February 1997.
 OK0560
 OK0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0560.GEOID18 height accuracy estimate available here.
 OK0560
 OK0560.Click photographs - Photos may exist for this station.
 OK0560
 OK0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0560
 OK0560. The following values were computed from the NAD 83(1994) position.
 OK0560
 OK0560;                    North         East     Units Scale Factor Converg.
 OK0560;SPC MI S     -   235,450.852 3,970,035.392   MT  0.99998897   -0 15 09.5
 OK0560;SPC MI S     -   772,476.55 13,025,050.50   iFT  0.99998897   -0 15 09.5
 OK0560;UTM  16      - 4,832,045.975   682,520.730   MT  1.00000978   +1 33 39.5
 OK0560
 OK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8252032045(NAD 83)
 OK0560
 OK0560                          SUPERSEDED SURVEY CONTROL
 OK0560
 OK0560  NAD 83(1986)-  43 37 08.46974(N)    084 44 16.45006(W) AD(       ) 3
 OK0560  NAD 27      -  43 37 08.36072(N)    084 44 16.40426(W) AD(       ) 3
 OK0560
 OK0560.Superseded values are not recommended for survey control.
 OK0560
 OK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0560.See file dsdata.pdf to determine how the superseded data were derived.
 OK0560
 OK0560_MARKER: 21 = AIRPORT BEACON
 OK0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0560
 OK0560  HISTORY     - Date     Condition        Report By
 OK0560  HISTORY     - 1976     FIRST OBSERVED   NGS
 OK0560  HISTORY     - 19920910 GOOD             USPSQD
 OK0560  HISTORY     - 20010605 GOOD             USPSQD
 OK0560
 OK0560                          STATION DESCRIPTION
 OK0560
 OK0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0560'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 OK0560'OF THE AIRPORT BEACON MOUNT PLEASANT AIRPORT.  IT IS LOCATED 2
 OK0560'MILES NORTHEAST OF DOWNTOWN MOUNT PLEASANT, 0.5 MILE NORTH OF
 OK0560'STATE HIGHWAY 20, 65 FEET NORTH OF THE CENTER OF AIRPORT ROAD,
 OK0560'AND 5 FEET SOUTH OF THE SOUTH WALL OF A CINDER BLOCK BUILDING
 OK0560'WHICH IS JUST EAST OF THE CONTROL TOWER BUILDING AT THE
 OK0560'AIRPORT.
 OK0560'THE BEACON IS ATOP A 50 FOOT HIGH, 4 LEGGED STEEL TOWER THAT
 OK0560'IS PAINTED RED AND WHITE WITH A RED LIGHT AT THE APEX.
 OK0560'
 OK0560'DESCRIBED BY G.R.HEID
 OK0560
 OK0560                          STATION RECOVERY (1992)
 OK0560
 OK0560'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0560'RECOVERED IN GOOD CONDITION.
 OK0560
 OK0560                          STATION RECOVERY (2001)
 OK0560
 OK0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0286 ***********************************************************************
 QJ0286  DESIGNATION -  AIRPORT BCN PHELPS COLLINS APT
 QJ0286  PID         -  QJ0286
 QJ0286  STATE/COUNTY-  MI/ALPENA
 QJ0286  COUNTRY     -  US
 QJ0286  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0286
 QJ0286                         *CURRENT SURVEY CONTROL
 QJ0286  ______________________________________________________________________
 QJ0286* NAD 83(1994) POSITION- 45 04 50.36048(N) 083 33 55.73420(W)   ADJUSTED
 QJ0286  ______________________________________________________________________
 QJ0286  GEOID HEIGHT    -        -36.459 (meters)                     GEOID18
 QJ0286  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 QJ0286  HORZ ORDER      -  THIRD
 QJ0286
 QJ0286.This mark is at Alpena Airport (APN)
 QJ0286
 QJ0286.The horizontal coordinates were established by classical geodetic methods
 QJ0286.and adjusted by the National Geodetic Survey in February 1997.
 QJ0286
 QJ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0286.GEOID18 height accuracy estimate available here.
 QJ0286
 QJ0286.Click photographs - Photos may exist for this station.
 QJ0286
 QJ0286.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0286
 QJ0286. The following values were computed from the NAD 83(1994) position.
 QJ0286
 QJ0286;                    North         East     Units Scale Factor Converg.
 QJ0286;SPC MI C     -   196,326.091 6,063,075.855   MT  0.99991557   +0 33 57.5
 QJ0286;SPC MI C     -   644,114.47 19,891,981.15   iFT  0.99991557   +0 33 57.5
 QJ0286;UTM  17      - 4,995,112.328   298,084.778   MT  1.00010133   -1 49 02.0
 QJ0286
 QJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9808495112(NAD 83)
 QJ0286
 QJ0286                          SUPERSEDED SURVEY CONTROL
 QJ0286
 QJ0286  NAD 83(1986)-  45 04 50.35558(N)    083 33 55.73528(W) AD(       ) 3
 QJ0286  NAD 27      -  45 04 50.31300(N)    083 33 55.80600(W) AD(       ) 3
 QJ0286
 QJ0286.Superseded values are not recommended for survey control.
 QJ0286
 QJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0286.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0286
 QJ0286_MARKER: 21 = AIRPORT BEACON
 QJ0286
 QJ0286  HISTORY     - Date     Condition        Report By
 QJ0286  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0286  HISTORY     - 19900818 GOOD             NGS
 QJ0286  HISTORY     - 19990805 GOOD             USPSQD
 QJ0286
 QJ0286                          STATION DESCRIPTION
 QJ0286
 QJ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0286'THE STATION IS THE CENTER OF THE BASE OF THE AIRPORT BEACON
 QJ0286'AT THE
 QJ0286'PHELPS-COLLINS AIRPORT, WHICH IS ABOUT 6.5 MILES WEST OF ALPENA.  IT
 QJ0286'IS LOCATED NEAR THE WEST EDGE OF
 QJ0286'THE AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE.
 QJ0286'
 QJ0286'THE BEACON IS A FOUR LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH,
 QJ0286'PAINTED IN ALTERNATE SECTIONS OF
 QJ0286'ORANGE AND WHITE AND HAS A REVOLVING GREEN AND WHITE LIGHT ATOP.
 QJ0286'
 QJ0286'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLINS THE
 QJ0286'DISTANCE BEING 28.2 FEET, 8.59
 QJ0286'METERS EAST OF STATION COLLINS.
 QJ0286'
 QJ0286'THE POINT MEASURED TO AND OBSERVED UPON WAS THE CENTER OF THE BASE OF
 QJ0286'THE BEACON TOWER.
 QJ0286
 QJ0286                          STATION RECOVERY (1990)
 QJ0286
 QJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0286'THE STATION IS A GREEN AND WHITE ROTATING BEACON ATOP THE CONTROL
 QJ0286'TOWER OF THE PHELPS-COLLINS AIRPORT AT THE SOUTHERN END OF THIRD ST.
 QJ0286
 QJ0286                          STATION RECOVERY (1999)
 QJ0286
 QJ0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0622 ***********************************************************************
 RM0622  DESIGNATION -  AIRPORT BEACON GOGEBIC CO APT
 RM0622  PID         -  RM0622
 RM0622  STATE/COUNTY-  MI/GOGEBIC
 RM0622  COUNTRY     -  US
 RM0622  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0622
 RM0622                         *CURRENT SURVEY CONTROL
 RM0622  ______________________________________________________________________
 RM0622* NAD 83(1994) POSITION- 46 31 18.71706(N) 090 07 55.82864(W)   ADJUSTED
 RM0622* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) SCALED
 RM0622  ______________________________________________________________________
 RM0622  GEOID HEIGHT    -        -30.598 (meters)                     GEOID18
 RM0622  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 RM0622  HORZ ORDER      -  THIRD
 RM0622
 RM0622.This mark is at Gogebic County Airport (IWD)
 RM0622
 RM0622.The horizontal coordinates were established by classical geodetic methods
 RM0622.and adjusted by the National Geodetic Survey in February 1997.
 RM0622
 RM0622.The orthometric height was scaled from a topographic map.
 RM0622
 RM0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0622.GEOID18 height accuracy estimate available here.
 RM0622
 RM0622.Click photographs - Photos may exist for this station.
 RM0622
 RM0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0622
 RM0622. The following values were computed from the NAD 83(1994) position.
 RM0622
 RM0622;                    North         East     Units Scale Factor Converg.
 RM0622;SPC MI N     -   197,975.744 7,759,746.390   MT  0.99991134   -2 15 50.1
 RM0622;SPC MI N     -   649,526.72 25,458,485.53   iFT  0.99991134   -2 15 50.1
 RM0622;UTM  15      - 5,156,029.178   719,960.652   MT  1.00019475   +2 04 54.6
 RM0622
 RM0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0622!SPC MI N     -   0.99994617  x   0.99991134  =   0.99985752
 RM0622!UTM  15      -   0.99994617  x   1.00019475  =   1.00014091
 RM0622
 RM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1996056029(NAD 83)
 RM0622
 RM0622                          SUPERSEDED SURVEY CONTROL
 RM0622
 RM0622  NAD 83(1991)-  46 31 18.71654(N)    090 07 55.82851(W) AD(       ) 3
 RM0622  NAD 83(1986)-  46 31 18.68328(N)    090 07 55.84214(W) AD(       ) 3
 RM0622  NAD 27      -  46 31 18.85993(N)    090 07 55.22114(W) AD(       ) 3
 RM0622
 RM0622.Superseded values are not recommended for survey control.
 RM0622
 RM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0622.See file dsdata.pdf to determine how the superseded data were derived.
 RM0622
 RM0622_MARKER: 21 = AIRPORT BEACON
 RM0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0622+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0622
 RM0622  HISTORY     - Date     Condition        Report By
 RM0622  HISTORY     - 1964     FIRST OBSERVED   CGS
 RM0622  HISTORY     - 19900925 GOOD             NGS
 RM0622  HISTORY     - 20020615 GOOD             USPSQD
 RM0622  HISTORY     - 20030822 GOOD             USPSQD
 RM0622  HISTORY     - 20050323 GOOD             USPSQD
 RM0622
 RM0622                          STATION DESCRIPTION
 RM0622
 RM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0622'A REVOLVING GREEN AND WHITE LIGHT ATOP A FOUR LEGGED RED AND
 RM0622'WHITE STEEL TOWER, 240 FEET NORTH OF NW CORNER OF HANGAR.
 RM0622
 RM0622                          STATION RECOVERY (1990)
 RM0622
 RM0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (HSK)
 RM0622'STATION IS A REVOLVING GREEN AND WHITE LIGHT ATOP A FOUR LEGGED STEEL
 RM0622'TOWER PAINTED RED AND WHITE, WHICH IS 240 FT (73.2 M) NORTH OF A
 RM0622'HANGAR.
 RM0622
 RM0622                          STATION RECOVERY (2002)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0622'RECOVERED IN GOOD CONDITION.
 RM0622
 RM0622                          STATION RECOVERY (2003)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0622'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 RM0622'OF HIGHWAY 2 AND LAKE STREET IN IRONWOOD, GO NORTH ON LAKE STREET
 RM0622'(COUNTY ROAD 505) FOR 4.0 MILES TO AIRPORT ROAD CROSSING.  TURN RIGHT
 RM0622'(EAST) ON AIRPORT ROAD AND GO 1.2 MILES TO THE AIRPORT BEACON ON THE
 RM0622'LEFT.
 RM0622
 RM0622                          STATION RECOVERY (2005)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1416 ***********************************************************************
 NE1416  DESIGNATION -  AIRPORT BN DETROIT WAYNE APT
 NE1416  PID         -  NE1416
 NE1416  STATE/COUNTY-  MI/WAYNE
 NE1416  COUNTRY     -  US
 NE1416  USGS QUAD   -  FLAT ROCK NE (2017)
 NE1416
 NE1416                         *CURRENT SURVEY CONTROL
 NE1416  ______________________________________________________________________
 NE1416* NAD 83(1994) POSITION- 42 14 13.02496(N) 083 19 56.84211(W)   ADJUSTED
 NE1416  ______________________________________________________________________
 NE1416  GEOID HEIGHT    -        -34.463 (meters)                     GEOID18
 NE1416  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 NE1416  HORZ ORDER      -  THIRD
 NE1416
 NE1416.This mark is at Detroit Metro/wayne Airport (DTW)
 NE1416
 NE1416.The horizontal coordinates were established by classical geodetic methods
 NE1416.and adjusted by the National Geodetic Survey in February 1997.
 NE1416
 NE1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1416.GEOID18 height accuracy estimate available here.
 NE1416
 NE1416.Click photographs - Photos may exist for this station.
 NE1416
 NE1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1416
 NE1416. The following values were computed from the NAD 83(1994) position.
 NE1416
 NE1416;                    North         East     Units Scale Factor Converg.
 NE1416;SPC MI S     -    82,383.717 4,085,361.837   MT  0.99997039   +0 42 13.7
 NE1416;SPC MI S     -   270,287.79 13,403,418.10   iFT  0.99997039   +0 42 13.7
 NE1416;UTM  17      - 4,678,719.204   307,544.608   MT  1.00005576   -1 34 06.1
 NE1416
 NE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0754478719(NAD 83)
 NE1416
 NE1416                          SUPERSEDED SURVEY CONTROL
 NE1416
 NE1416  NAD 83(1986)-  42 14 13.03372(N)    083 19 56.86916(W) AD(       ) 3
 NE1416  NAD 27      -  42 14 12.88900(N)    083 19 57.12200(W) AD(       ) 3
 NE1416
 NE1416.Superseded values are not recommended for survey control.
 NE1416
 NE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1416.See file dsdata.pdf to determine how the superseded data were derived.
 NE1416
 NE1416_MARKER: 21 = AIRPORT BEACON
 NE1416
 NE1416  HISTORY     - Date     Condition        Report By
 NE1416  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1416  HISTORY     - 1948     GOOD             CGS
 NE1416  HISTORY     - 1957     GOOD             CGS
 NE1416  HISTORY     - 1957     GOOD             CGS
 NE1416  HISTORY     - 1958     GOOD             CGS
 NE1416  HISTORY     - 1965     GOOD             CGS
 NE1416  HISTORY     - 1968     GOOD             CGS
 NE1416
 NE1416                          STATION DESCRIPTION
 NE1416
 NE1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1416'A 24-INCH ROTATING BEACON ON HANGAR ROOF OF WAYNE COUNTY AIRPORT, 16
 NE1416'MILES SOUTHWEST OF
 NE1416'DETROIT, 8 MILES SOUTHWEST OF DEARBORN AND 6 MILES SOUTHEAST OF
 NE1416'WAYNE.
 NE1416
 NE1416                          STATION RECOVERY (1948)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NE1416'THIS BEACON WAS ORIGINALLY ON THE W END OF THE HANGAR, MOUNTED ON
 NE1416'A STEEL FRAME AND
 NE1416'ATOP A CONTROL TOWER.  SOMETIME ABOUT 1932, THE
 NE1416'BEACON WAS MOVED TO ITS PRESENT
 NE1416'POSITION ATOP A STEEL FRAME ON
 NE1416'THE HANGAR ROOF TOWARDS THE E END OF THE HANGAR.
 NE1416'THE ORIGINAL
 NE1416'STEEL FRAME IS STILL IN PLACE.  AIRPORT PERSONNEL ARE FAIRLY CERTAIN
 NE1416'THAT THE CHANGE
 NE1416'IN BEACON SITES WAS MADE IN 1932.
 NE1416
 NE1416                          STATION RECOVERY (1957)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1416'THE STATION WAS PREVIOUSLY LISTED AS WAYNE COUNTY AIRPORT BEACON.  IT
 NE1416'WAS RECOVERED AND FOUND IN GOOD
 NE1416'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NE1416'
 NE1416'THIS IS AN INTERSECTION STATION.
 NE1416
 NE1416                          STATION RECOVERY (1957)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1416'THIS INTERSECTION STATION WAS RECOVERED IN
 NE1416'GOOD CONDITION.
 NE1416'STATION IS A 24-INCH ROTATING BEACON ATOP A LARGE
 NE1416'HANGAR NEAR NE CORNER OF THE
 NE1416'DETROIT-WAYNE AIRPORT.
 NE1416
 NE1416                          STATION RECOVERY (1958)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 NE1416'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND IN GOOD
 NE1416'CONDITION.  THE
 NE1416'AIRPORT HAS BEEN RENAMED DETROIT METROPOLITAN WAYNE COUNTY AIRPORT.
 NE1416
 NE1416                          STATION RECOVERY (1965)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1416'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1416
 NE1416                          STATION RECOVERY (1968)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 NE1416'THE STATION WAS RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0041 ***********************************************************************
 QL0041  DESIGNATION -  AIRPORT RM 1
 QL0041  PID         -  QL0041
 QL0041  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0041  COUNTRY     -  US
 QL0041  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0041
 QL0041                         *CURRENT SURVEY CONTROL
 QL0041  ______________________________________________________________________
 QL0041* NAD 83(1986) POSITION- 45 58 15.38   (N) 086 10 31.55   (W)   HD_HELD1
 QL0041* NAVD 88 ORTHO HEIGHT -   206.693 (meters)      678.13  (feet) ADJUSTED
 QL0041  ______________________________________________________________________
 QL0041  GEOID HEIGHT    -        -35.357 (meters)                     GEOID18
 QL0041  DYNAMIC HEIGHT  -        206.700 (meters)      678.15  (feet) COMP
 QL0041  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 QL0041
 QL0041  VERT ORDER      -  FIRST     CLASS 0
 QL0041
 QL0041.This mark is at Schoolcraft County Airport (ISQ)
 QL0041
 QL0041.The horizontal coordinates were determined by differentially corrected
 QL0041.hand held GPS observations or other comparable positioning techniques
 QL0041.and have an estimated accuracy of +/- 3 meters.
 QL0041
 QL0041.The orthometric height was determined by differential leveling and
 QL0041.adjusted by the NATIONAL GEODETIC SURVEY
 QL0041.in June 1991.
 QL0041
 QL0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0041.GEOID18 height accuracy estimate available here.
 QL0041
 QL0041.Click photographs - Photos may exist for this station.
 QL0041
 QL0041.The dynamic height is computed by dividing the NAVD 88
 QL0041.geopotential number by the normal gravity value computed on the
 QL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0041.degrees latitude (g = 980.6199 gals.).
 QL0041
 QL0041.The modeled gravity was interpolated from observed gravity values.
 QL0041
 QL0041;                    North         East    Units  Estimated Accuracy
 QL0041;SPC MI N     -   132,327.7   8,063,900.9     MT  (+/- 3 meters HH1 GPS) 
 QL0041
 QL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6388191149(NAD 83)
 QL0041
 QL0041                          SUPERSEDED SURVEY CONTROL
 QL0041
 QL0041  NGVD 29 (??/??/92)  206.724  (m)          678.23   (f) ADJ UNCH    1 0
 QL0041
 QL0041.Superseded values are not recommended for survey control.
 QL0041
 QL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0041.See file dsdata.pdf to determine how the superseded data were derived.
 QL0041
 QL0041_MARKER: DR = REFERENCE MARK DISK
 QL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0041_STAMPING: AIRPORT NO 1 1965
 QL0041_MARK LOGO: CGS
 QL0041_PROJECTION: RECESSED 3 CENTIMETERS
 QL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0041+STABILITY: SURFACE MOTION
 QL0041
 QL0041  HISTORY     - Date     Condition        Report By
 QL0041  HISTORY     - 1965     MONUMENTED       CGS
 QL0041  HISTORY     - 1972     GOOD             NGS
 QL0041
 QL0041                          STATION DESCRIPTION
 QL0041
 QL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0041'4.6 MI E FROM MANISTIQUE.
 QL0041'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0041'AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD TO
 QL0041'TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT AIRPORT,
 QL0041'95.7 FEET NORTH OF THE STATION MARK DESCRIBED, 60 FEET NORTHEAST
 QL0041'OF A LARGE FORKED PINE TREE, 5 FEET EAST OF THE SOUTHEAST CORNER
 QL0041'OF A SMALL SHACK, 134.0 FEET NORTHEAST OF RM 2 DESCRIBED, SET
 QL0041'IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 QL0041'GROUND.  SECTION 3, T41N, R15W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0039 ***********************************************************************
 QL0039  DESIGNATION -  AIRPORT RM 2
 QL0039  PID         -  QL0039
 QL0039  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0039  COUNTRY     -  US
 QL0039  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0039
 QL0039                         *CURRENT SURVEY CONTROL
 QL0039  ______________________________________________________________________
 QL0039* NAD 83(1986) POSITION- 45 58 14.46   (N) 086 10 32.93   (W)   HD_HELD1
 QL0039* NAVD 88 ORTHO HEIGHT -   206.639 (meters)      677.95  (feet) ADJUSTED
 QL0039  ______________________________________________________________________
 QL0039  GEOID HEIGHT    -        -35.358 (meters)                     GEOID18
 QL0039  DYNAMIC HEIGHT  -        206.646 (meters)      677.97  (feet) COMP
 QL0039  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 QL0039
 QL0039  VERT ORDER      -  FIRST     CLASS 0
 QL0039
 QL0039.This mark is at Schoolcraft County Airport (ISQ)
 QL0039
 QL0039.The horizontal coordinates were determined by differentially corrected
 QL0039.hand held GPS observations or other comparable positioning techniques
 QL0039.and have an estimated accuracy of +/- 3 meters.
 QL0039
 QL0039.The orthometric height was determined by differential leveling and
 QL0039.adjusted by the NATIONAL GEODETIC SURVEY
 QL0039.in June 1991.
 QL0039
 QL0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0039.GEOID18 height accuracy estimate available here.
 QL0039
 QL0039.Click photographs - Photos may exist for this station.
 QL0039
 QL0039.The dynamic height is computed by dividing the NAVD 88
 QL0039.geopotential number by the normal gravity value computed on the
 QL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0039.degrees latitude (g = 980.6199 gals.).
 QL0039
 QL0039.The modeled gravity was interpolated from observed gravity values.
 QL0039
 QL0039;                    North         East    Units  Estimated Accuracy
 QL0039;SPC MI N     -   132,299.0   8,063,871.5     MT  (+/- 3 meters HH1 GPS) 
 QL0039
 QL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6385291120(NAD 83)
 QL0039
 QL0039                          SUPERSEDED SURVEY CONTROL
 QL0039
 QL0039  NGVD 29 (??/??/92)  206.670  (m)          678.05   (f) ADJ UNCH    1 0
 QL0039
 QL0039.Superseded values are not recommended for survey control.
 QL0039
 QL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0039.See file dsdata.pdf to determine how the superseded data were derived.
 QL0039
 QL0039_MARKER: DR = REFERENCE MARK DISK
 QL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0039_STAMPING: AIRPORT NO 2 1965
 QL0039_MARK LOGO: CGS
 QL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0039+STABILITY: SURFACE MOTION
 QL0039
 QL0039  HISTORY     - Date     Condition        Report By
 QL0039  HISTORY     - 1965     MONUMENTED       CGS
 QL0039  HISTORY     - 1972     GOOD             NGS
 QL0039
 QL0039                          STATION DESCRIPTION
 QL0039
 QL0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0039'4.6 MI E FROM MANISTIQUE.
 QL0039'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0039'AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD TO
 QL0039'A TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT AIRPORT,
 QL0039'ABOUT 0.15 MILE NORTHWEST OF THE MAIN HANGAR, 51 FEET SOUTH OF
 QL0039'A 30 INCH PINE TREE, 29 1/2 FEET NORTH OF A 30-INCH PINE TREE,
 QL0039'7 1/2 FEET EAST OF A TRACK ROAD THRU TREES, 134 FEET SOUTHWEST
 QL0039'OF RM 1 DESCRIBED, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0039'1 INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 3, T 41N, R 15W
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1276 ***********************************************************************
 NE1276  DESIGNATION -  AIRWAY BEACON 27
 NE1276  PID         -  NE1276
 NE1276  STATE/COUNTY-  MI/OAKLAND
 NE1276  COUNTRY     -  US
 NE1276  USGS QUAD   -  PONTIAC SOUTH (2017)
 NE1276
 NE1276                         *CURRENT SURVEY CONTROL
 NE1276  ______________________________________________________________________
 NE1276* NAD 83(1994) POSITION- 42 32 29.23447(N) 083 20 54.84854(W)   ADJUSTED
 NE1276  ______________________________________________________________________
 NE1276  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 NE1276  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 NE1276  HORZ ORDER      -  THIRD
 NE1276
 NE1276.The horizontal coordinates were established by classical geodetic methods
 NE1276.and adjusted by the National Geodetic Survey in February 1997.
 NE1276
 NE1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1276.GEOID18 height accuracy estimate available here.
 NE1276
 NE1276.Click photographs - Photos may exist for this station.
 NE1276
 NE1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1276
 NE1276. The following values were computed from the NAD 83(1994) position.
 NE1276
 NE1276;                    North         East     Units Scale Factor Converg.
 NE1276;SPC MI S     -   116,187.594 4,083,622.987   MT  0.99992476   +0 41 34.2
 NE1276;SPC MI S     -   381,192.89 13,397,713.21   iFT  0.99992476   +0 41 34.2
 NE1276;UTM  17      - 4,712,569.246   307,149.962   MT  1.00005760   -1 35 18.3
 NE1276
 NE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0714912569(NAD 83)
 NE1276
 NE1276                          SUPERSEDED SURVEY CONTROL
 NE1276
 NE1276  NAD 83(1986)-  42 32 29.23841(N)    083 20 54.87466(W) AD(       ) 3
 NE1276  NAD 27      -  42 32 29.11700(N)    083 20 55.11800(W) AD(       ) 3
 NE1276
 NE1276.Superseded values are not recommended for survey control.
 NE1276
 NE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1276.See file dsdata.pdf to determine how the superseded data were derived.
 NE1276
 NE1276_MARKER: 22 = AIRWAY BEACON
 NE1276
 NE1276  HISTORY     - Date     Condition        Report By
 NE1276  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1276
 NE1276                          STATION DESCRIPTION
 NE1276
 NE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1276'A 24-INCH ROTATING BEACON ON 62-FOOT TOWER, ABOUT 7 MILES BY ROAD
 NE1276'NORTH OF REDFORD, ABOUT 3 MILES
 NE1276'SOUTH-SOUTHWEST OF BIRMINGHAM IN SEC. 35, T. 2 N., R. 9 E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0228 ***********************************************************************
 RJ0228  DESIGNATION -  AL
 RJ0228  PID         -  RJ0228
 RJ0228  STATE/COUNTY-  MI/CHIPPEWA
 RJ0228  COUNTRY     -  US
 RJ0228  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0228
 RJ0228                         *CURRENT SURVEY CONTROL
 RJ0228  ______________________________________________________________________
 RJ0228* NAD 83(1986) POSITION- 46 29 48.     (N) 084 08 49.     (W)   SCALED
 RJ0228* NAVD 88 ORTHO HEIGHT -   195.935 (meters)      642.83  (feet) ADJUSTED
 RJ0228  ______________________________________________________________________
 RJ0228  GEOID HEIGHT    -        -36.750 (meters)                     GEOID18
 RJ0228  DYNAMIC HEIGHT  -        195.945 (meters)      642.86  (feet) COMP
 RJ0228  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 RJ0228
 RJ0228  VERT ORDER      -  FIRST     CLASS I
 RJ0228
 RJ0228.The horizontal coordinates were scaled from a map and have
 RJ0228.an estimated accuracy of +/- 6 seconds.
 RJ0228
 RJ0228.The orthometric height was determined by differential leveling and
 RJ0228.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0228.in June 1991.
 RJ0228
 RJ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0228.GEOID18 height accuracy estimate available here.
 RJ0228
 RJ0228.Click photographs - Photos may exist for this station.
 RJ0228
 RJ0228.The dynamic height is computed by dividing the NAVD 88
 RJ0228.geopotential number by the normal gravity value computed on the
 RJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0228.degrees latitude (g = 980.6199 gals.).
 RJ0228
 RJ0228.The modeled gravity was interpolated from observed gravity values.
 RJ0228
 RJ0228;                    North         East    Units  Estimated Accuracy
 RJ0228;SPC MI N     -   194,370.    8,218,950.      MT  (+/- 180 meters Scaled)
 RJ0228
 RJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189531(NAD 83)
 RJ0228
 RJ0228                          SUPERSEDED SURVEY CONTROL
 RJ0228
 RJ0228  NGVD 29 (??/??/92)  195.925  (m)          642.80   (f) ADJ UNCH    1 1
 RJ0228
 RJ0228.Superseded values are not recommended for survey control.
 RJ0228
 RJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0228.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0228
 RJ0228_MARKER: Z = SEE DESCRIPTION
 RJ0228_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0228+WITH SETTING: INTO GROUND
 RJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0228+STABILITY: SURFACE MOTION
 RJ0228
 RJ0228  HISTORY     - Date     Condition        Report By
 RJ0228  HISTORY     - 1969     MONUMENTED       NONE
 RJ0228  HISTORY     - 1969     GOOD             USLS
 RJ0228  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0228
 RJ0228                          STATION DESCRIPTION
 RJ0228
 RJ0228'DESCRIBED BY US LAKE SURVEY 1969
 RJ0228'AT SUGAR ISLAND.
 RJ0228'AL IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0228'DOCK PROCEED EAST ON PAVED ROAD 6.9 MILES TO CURVE, THEN NORTH
 RJ0228'0.9 MILE TO VICINITY OF MARK ON RIGHT, 72.5 FEET SOUTHEAST OF
 RJ0228'UTILITY POLE NO. SU I-27B-43, 38 FEET SOUTHWEST OF WEST CORNER
 RJ0228'OF A GARAGE, 31 FEET NORTHWEST OF NORTH CORNER AND IN LINE WITH
 RJ0228'NORTHEAST FACE OF A RED DWELLING, 29.0 FEET NORTH OF A UTILITY
 RJ0228'POLE, 13 FEET SOUTHEAST OF CENTERLINE OF ROAD, 1/4-FOOT BELOW
 RJ0228'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0228'DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.
 RJ0228
 RJ0228                          STATION RECOVERY (1983)
 RJ0228
 RJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0247 ***********************************************************************
 NE0247  DESIGNATION -  ALARM
 NE0247  PID         -  NE0247
 NE0247  STATE/COUNTY-  MI/ST CLAIR
 NE0247  COUNTRY     -  US
 NE0247  USGS QUAD   -  ALGONAC (2017)
 NE0247
 NE0247                         *CURRENT SURVEY CONTROL
 NE0247  ______________________________________________________________________
 NE0247* NAD 83(1986) POSITION- 42 35 40.     (N) 082 36 24.     (W)   SCALED
 NE0247* NAVD 88 ORTHO HEIGHT -   175.805 (meters)      576.79  (feet) ADJUSTED
 NE0247  ______________________________________________________________________
 NE0247  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 NE0247  DYNAMIC HEIGHT  -        175.756 (meters)      576.63  (feet) COMP
 NE0247  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 NE0247
 NE0247  VERT ORDER      -  FIRST     CLASS 0
 NE0247
 NE0247.The horizontal coordinates were scaled from a map and have
 NE0247.an estimated accuracy of +/- 6 seconds.
 NE0247
 NE0247.The orthometric height was determined by differential leveling and
 NE0247.adjusted by the NATIONAL GEODETIC SURVEY
 NE0247.in June 1991.
 NE0247
 NE0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0247.GEOID18 height accuracy estimate available here.
 NE0247
 NE0247.Click photographs - Photos may exist for this station.
 NE0247
 NE0247.The dynamic height is computed by dividing the NAVD 88
 NE0247.geopotential number by the normal gravity value computed on the
 NE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0247.degrees latitude (g = 980.6199 gals.).
 NE0247
 NE0247.The modeled gravity was interpolated from observed gravity values.
 NE0247
 NE0247;                    North         East    Units  Estimated Accuracy
 NE0247;SPC MI S     -   123,080.    4,144,430.      MT  (+/- 180 meters Scaled)
 NE0247
 NE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH681170(NAD 83)
 NE0247
 NE0247                          SUPERSEDED SURVEY CONTROL
 NE0247
 NE0247  NGVD 29 (??/??/92)  175.939  (m)          577.23   (f) ADJ UNCH    1 0
 NE0247
 NE0247.Superseded values are not recommended for survey control.
 NE0247
 NE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0247.See file dsdata.pdf to determine how the superseded data were derived.
 NE0247
 NE0247_MARKER: Z = SEE DESCRIPTION
 NE0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0247_SP_SET: STEEL ROD
 NE0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0247
 NE0247  HISTORY     - Date     Condition        Report By
 NE0247  HISTORY     - 1969     MONUMENTED       USLS
 NE0247  HISTORY     - 1970     GOOD             USLS
 NE0247
 NE0247                          STATION DESCRIPTION
 NE0247
 NE0247'DESCRIBED BY US LAKE SURVEY 1970
 NE0247'AT HARSENS ISLAND.
 NE0247'ALARM IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON SOUTHEAST
 NE0247'SIDE OF MIDDLE CHANNEL, ABOUT 3.1 MILES SOUTHWESTERLY OF FERRY
 NE0247'DOCK, AT NO. 4776 MIDDLE CHANNEL DRIVE, 85.2 FEET SOUTHWEST OF
 NE0247'UTILITY POLE NO. DE 63-40-G5, 21 FEET SOUTHWEST OF CENTERLINE
 NE0247'OF DRIVEWAY, 16.7 FEET SOUTHEAST OF TWIN-TRUNKED WILLOW, 16
 NE0247'FEET NORTHWEST OF CENTERLINE OF ROAD, 12.4 FEET SOUTHWEST OF
 NE0247'FIRE HYDRANT BASE, 1/2-FEET BELOW THE GROUND SURFACE, BEING
 NE0247'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0247'ROD, 32 FEET LONG.  NOTE-- BM 1969.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0559 ***********************************************************************
 QK0559  DESIGNATION -  ALBANY
 QK0559  PID         -  QK0559
 QK0559  STATE/COUNTY-  MI/CHIPPEWA
 QK0559  COUNTRY     -  US
 QK0559  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0559
 QK0559                         *CURRENT SURVEY CONTROL
 QK0559  ______________________________________________________________________
 QK0559* NAD 83(1994) POSITION- 45 58 03.18365(N) 084 06 03.20244(W)   ADJUSTED
 QK0559* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0559  ______________________________________________________________________
 QK0559  GEOID HEIGHT    -        -36.473 (meters)                     GEOID18
 QK0559  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 QK0559  HORZ ORDER      -  FIRST
 QK0559
 QK0559.The horizontal coordinates were established by classical geodetic methods
 QK0559.and adjusted by the National Geodetic Survey in February 1997.
 QK0559
 QK0559.The orthometric height was scaled from a topographic map.
 QK0559
 QK0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0559.GEOID18 height accuracy estimate available here.
 QK0559
 QK0559.Click photographs - Photos may exist for this station.
 QK0559
 QK0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0559
 QK0559. The following values were computed from the NAD 83(1994) position.
 QK0559
 QK0559;                    North         East     Units Scale Factor Converg.
 QK0559;SPC MI N     -   135,727.093 8,224,637.419   MT  0.99991813   +2 05 43.6
 QK0559;SPC MI N     -   445,298.86 26,983,718.57   iFT  0.99991813   +2 05 43.6
 QK0559;UTM  16      - 5,094,529.403   724,612.894   MT  1.00022026   +2 05 06.6
 QK0559
 QK0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0559!SPC MI N     -   0.99997797  x   0.99991813  =   0.99989610
 QK0559!UTM  16      -   0.99997797  x   1.00022026  =   1.00019823
 QK0559
 QK0559:                Primary Azimuth Mark                     Grid Az
 QK0559:SPC MI N     -  HURON POINT                              092 59 19.3
 QK0559:UTM  16      -  HURON POINT                              092 59 56.3
 QK0559
 QK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2461294529(NAD 83)
 QK0559
 QK0559|---------------------------------------------------------------------|
 QK0559| PID    Reference Object                     Distance      Geod. Az  |
 QK0559|                                                           dddmmss.s |
 QK0559| QK0558 HURON POINT                         APPROX. 2.4 KM 0950502.9 |
 QK0559|---------------------------------------------------------------------|
 QK0559
 QK0559                          SUPERSEDED SURVEY CONTROL
 QK0559
 QK0559  NAD 83(1986)-  45 58 03.17349(N)    084 06 03.20095(W) AD(       ) 1
 QK0559  NAD 27      -  45 58 03.09800(N)    084 06 03.15300(W) AD(       ) 1
 QK0559
 QK0559.Superseded values are not recommended for survey control.
 QK0559
 QK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0559.See file dsdata.pdf to determine how the superseded data were derived.
 QK0559
 QK0559_MARKER: S = SPIKE
 QK0559_SETTING: 66 = SET IN ROCK OUTCROP
 QK0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0559+STABILITY: POSITION/ELEVATION WELL
 QK0559
 QK0559  HISTORY     - Date     Condition        Report By
 QK0559  HISTORY     - 1905     MONUMENTED       USLS
 QK0559  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0559  HISTORY     - 1977     GOOD             NGS
 QK0559
 QK0559                          STATION DESCRIPTION
 QK0559
 QK0559'DESCRIBED BY US LAKE SURVEY 1905
 QK0559'AT NORTH END OF LAKE HURON, ON SOUTH END OF ALBANY ISLAND, 95.4 FEET
 QK0559'S. 45 DEG 45 MIN E. FROM SOUTHWEST CORNER OF COTTAGE, 85.5 FEET S. 23
 QK0559'DEG 05 MIN E. FROM SOUTHEAST CORNER OF COTTAGE, 75.4 FEET S. 25 DEG 47
 QK0559'MIN E.  FROM SPRUCE TREE IN FRONT OF COTTAGE, 97.0 FEET S. 16 DEG 17
 QK0559'MIN E. FROM CEDAR TREE, AND 51 FEET N. 15 DEG 09 MIN W. FROM BOULDER.
 QK0559'MARKED BY SPIKE DRIVEN INTO HOLE AT THE INTERSECTION OF LINES OF CROSS
 QK0559'CUT ON ROCK AT SURFACE OF GROUND.
 QK0559
 QK0559                          STATION RECOVERY (1964)
 QK0559
 QK0559'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0559'HOW REACHED FROM JUNCTION OF DAWSON AND ONTARIO STREETS IN DETOUR
 QK0559'PROCEED SOUTHWESTERLY ALONG ONTARIO STREET (STATE HIGHWAY 134) 10.55
 QK0559'MILES TO A DRIVEWAY LEADING SOUTH TO ALBANY POINT.  FOLLOW DRIVEWAY TO
 QK0559'EXTREME END OF POINT AND VICINITY OF REF. NO. 3.
 QK0559'
 QK0559'CONDITION AND DESCRIPTION OF CENTER MARK- IN NORTH END OF LAKE HURON,
 QK0559'ON SOUTH END OF ALBANY IS., 75 WEST OF WATERS EDGE, 75 FEET EAST OF
 QK0559'WATERS EDGE, 150 FEET NORTH OF EXTREME SOUTHERLY POINT, MARK IS 1/4
 QK0559'INCH SPIKE LEADED INTO DRILL HOLE AT CENTER OF TWO CROSSED LINES CUT
 QK0559'ON TOP OF ERODED LIMESTONE SURFACE ROCK UNDER SMALL CAIRN.  REF. NO. 1
 QK0559'IS 0.5 FT. N OF STATION.  REF. NO. 2 BEARS N 63 DEG 05 MIN E, 56.93
 QK0559'FEET. REF. NO. 3 BEARS N 32 DEG 31 MIN W., 71.94 FEET.  (BEARINGS
 QK0559'BASED ON MARTIN REEF LIGHT IN LIGHT LIST.)
 QK0559'
 QK0559'REF. NO. 1 IS A STANDARD BRONZE DISC, IS 0.5 FT. N OF AND IN SAME ROCK
 QK0559'AS STATION.
 QK0559'
 QK0559'REF. NO. 2, AT SAME ELEVATION AS STATION, 20 FT. WEST OF WATERS EDGE
 QK0559'IS A 3-INCH CROSS CUT ON HIGH POINT OF 3 X 3-1/2 X 2 FT. HIGH GRAY
 QK0559'GRANITE BOULDER WITH WITH TAN VEINS, IS 56.93 FT. FROM STATION IN
 QK0559'BEARING N 63 DEG 05 MIN E.
 QK0559'
 QK0559'REF. NO. 3 BEARS N 32 DEG 31 MIN W, 71.94 FT. FROM STATION AND IS ON A
 QK0559'4 FT. HIGH BROKEN LIME- STONE RIDGE, 15 FT. SOUTH OF OLD CABIN RUINS,
 QK0559'225 FT. NORTH OF EXTREME SOUTHERLY POINT, 75 FT. WESTERLY OF WATERS
 QK0559'EDGE, 90 FT. EAST OF WATERS EDGE, AND IS A BRONZE DISC SET.  IN TOP OF
 QK0559'A 6-INCH DIAMETER CONCRETE MONUMENT 2 FEET LONG AND 1/4 FT. ABOVE THE
 QK0559'GROUND.
 QK0559
 QK0559                          STATION RECOVERY (1977)
 QK0559
 QK0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (KO)
 QK0559'STATION RECOVERED, HOWEVER, NEW DESCRIPTION FOLLOWS--
 QK0559'
 QK0559'THE STATION IS LOCATED IN THE NORTHEND OF LAKE HURON, ON SOUTHEND OF
 QK0559'ALBANY IS., 75 FEET WEST OF WATERS EASTERN EDGE, 75 FEET EAST OF
 QK0559'WATERS WESTERN EDGE, 150 FEET NORTH OF EXTREME SOUTHERLY POINT.  MARK
 QK0559'IS 1/4 INCH SPIKE LEADED INTO DRILLHOLE AT CENTER OF TWO CROSSED LINES
 QK0559'CUT ON TOP OF ERODED LIMESTONE SURFACE ROCK.
 QK0559'
 QK0559'TO REACH THE STATION FROM THE JUNCTION OF DAWSON AND ONTARIO STREETS
 QK0559'IN DETOUR VILLAGE, PROCEED SOUTHWESTERLY ALONG ONTARIO STREET.  (STATE
 QK0559'HIGHWAY 134) 10.55 MILES TO A DRIVEWAY LEADING SOUTH TO ALBANY POINT.
 QK0559'FOLLOW DRIVEWAY TO BOAT DOCK ON EASTERN EDGE OF ISLAND.  PROCEED ON
 QK0559'FOOT DOWN PATH FROM BOAT DOCK TO SOUTHERN END OF ISLAND.
 QK0559'
 QK0559'REFERENCE MARK 1 IS A STANDARD U. S. LAKE SURVEY DISK, STAMPED ALBANY
 QK0559'NO. 1 1964.  IT IS 0.5 FEET NORTH OF AND IN SAME ROCK AS STATION.
 QK0559'
 QK0559'REFERENCE MARK 2 IS A 3-INCH CROSS CUT ON HIGH POINT OF 3X31/2X2 FEET
 QK0559'HIGH GRAY GRANITE BOULDER WITH TAN VEINS, 20 FEET WEST OF WATERS EDGE,
 QK0559'56.93 FEET FROM AND AT SAME ELEVATION AS STATION, BEARING N 63 DEG 05
 QK0559'MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1402 ***********************************************************************
 NF1402  DESIGNATION -  ALBION N MUN TANK
 NF1402  PID         -  NF1402
 NF1402  STATE/COUNTY-  MI/CALHOUN
 NF1402  COUNTRY     -  US
 NF1402  USGS QUAD   -  SOUTHWEST ALBION (2017)
 NF1402
 NF1402                         *CURRENT SURVEY CONTROL
 NF1402  ______________________________________________________________________
 NF1402* NAD 83(1994) POSITION- 42 14 56.75216(N) 084 45 13.98944(W)   ADJUSTED
 NF1402  ______________________________________________________________________
 NF1402  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 NF1402  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 NF1402  HORZ ORDER      -  THIRD
 NF1402
 NF1402.The horizontal coordinates were established by classical geodetic methods
 NF1402.and adjusted by the National Geodetic Survey in February 1997.
 NF1402
 NF1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1402.GEOID18 height accuracy estimate available here.
 NF1402
 NF1402.Click photographs - Photos may exist for this station.
 NF1402
 NF1402.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1402
 NF1402. The following values were computed from the NAD 83(1994) position.
 NF1402
 NF1402;                    North         East     Units Scale Factor Converg.
 NF1402;SPC MI S     -    83,282.071 3,968,045.145   MT  0.99996803   -0 15 48.7
 NF1402;SPC MI S     -   273,235.14 13,018,520.82   iFT  0.99996803   -0 15 48.7
 NF1402;UTM  16      - 4,679,876.513   685,295.213   MT  1.00002247   +1 30 38.2
 NF1402
 NF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8529579876(NAD 83)
 NF1402
 NF1402                          SUPERSEDED SURVEY CONTROL
 NF1402
 NF1402  NAD 83(1986)-  42 14 56.75105(N)    084 45 14.00754(W) AD(       ) 3
 NF1402  NAD 27      -  42 14 56.58967(N)    084 45 14.08562(W) AD(       ) 3
 NF1402
 NF1402.Superseded values are not recommended for survey control.
 NF1402
 NF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1402.See file dsdata.pdf to determine how the superseded data were derived.
 NF1402
 NF1402_MARKER: 53 = ELEVATED TANK
 NF1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1402+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 NF1402
 NF1402  HISTORY     - Date     Condition        Report By
 NF1402  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1402  HISTORY     - 19991028 GOOD             USPSQD
 NF1402  HISTORY     - 20040324 GOOD             USPSQD
 NF1402  HISTORY     - 20050918 GOOD             USPSQD
 NF1402
 NF1402                          STATION DESCRIPTION
 NF1402
 NF1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1402'ALBION, NORTH MUNICIPAL WATER TANK IS LOCATED IN THE NORTH EDGE
 NF1402'OF ALBION ABOUT
 NF1402'200 FEET EAST OF THE INTERSECTION OF NORTH CLINTON
 NF1402'STREET AND WEST CHESTNUT STREET.
 NF1402'IT IS A DOUBLE ELLIPSOIDAL TANK,
 NF1402'PAINTED LIGHT GREEN AND IS SUPPORTED BY EIGHT LEGS.
 NF1402'IT HAS AN OVERALL
 NF1402'HEIGHT OF 135 FEET AND HAS A DOUBLE RED LIGHT ON TOP.
 NF1402'
 NF1402'THE POINT INTERSECTED WAS THE DOUBLE RED LIGHT ATOP THE TANK.
 NF1402
 NF1402                          STATION RECOVERY (1999)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1402'RECOVERED IN GOOD CONDITION.
 NF1402
 NF1402                          STATION RECOVERY (2004)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1402'RECOVERED IN GOOD CONDITION.
 NF1402
 NF1402                          STATION RECOVERY (2005)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1408 ***********************************************************************
 NF1408  DESIGNATION -  ALBION WOLVERINE CABLE TV MAST
 NF1408  PID         -  NF1408
 NF1408  STATE/COUNTY-  MI/CALHOUN
 NF1408  COUNTRY     -  US
 NF1408  USGS QUAD   -  NORTHWEST ALBION (2017)
 NF1408
 NF1408                         *CURRENT SURVEY CONTROL
 NF1408  ______________________________________________________________________
 NF1408* NAD 83(1994) POSITION- 42 16 35.84890(N) 084 49 51.05513(W)   ADJUSTED
 NF1408  ______________________________________________________________________
 NF1408  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 NF1408  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 NF1408  HORZ ORDER      -  THIRD
 NF1408
 NF1408.The horizontal coordinates were established by classical geodetic methods
 NF1408.and adjusted by the National Geodetic Survey in February 1997.
 NF1408
 NF1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1408.GEOID18 height accuracy estimate available here.
 NF1408
 NF1408.Click photographs - Photos may exist for this station.
 NF1408
 NF1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1408
 NF1408. The following values were computed from the NAD 83(1994) position.
 NF1408
 NF1408;                    North         East     Units Scale Factor Converg.
 NF1408;SPC MI S     -    86,371.673 3,961,710.798   MT  0.99996286   -0 18 57.2
 NF1408;SPC MI S     -   283,371.63 12,997,738.84   iFT  0.99996286   -0 18 57.2
 NF1408;UTM  16      - 4,682,768.573   678,867.941   MT  0.99999367   +1 27 34.6
 NF1408
 NF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7886782768(NAD 83)
 NF1408
 NF1408                          SUPERSEDED SURVEY CONTROL
 NF1408
 NF1408  NAD 83(1986)-  42 16 35.84749(N)    084 49 51.07267(W) AD(       ) 3
 NF1408  NAD 27      -  42 16 35.69232(N)    084 49 51.13979(W) AD(       ) 3
 NF1408
 NF1408.Superseded values are not recommended for survey control.
 NF1408
 NF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1408.See file dsdata.pdf to determine how the superseded data were derived.
 NF1408
 NF1408_MARKER: 42 = RADIO/TV MAST
 NF1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1408+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 NF1408
 NF1408  HISTORY     - Date     Condition        Report By
 NF1408  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1408  HISTORY     - 20040324 GOOD             USPSQD
 NF1408  HISTORY     - 20050918 GOOD             USPSQD
 NF1408
 NF1408                          STATION DESCRIPTION
 NF1408
 NF1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1408'ALBION, WOLVERINE CABLEVISION INCORPORATED MAST IS LOCATED
 NF1408'ABOUT 4-3/4 MILES
 NF1408'NORTHWEST OF ALBION AND IS OWNED JOINTLY BY TIME-LIFE
 NF1408'BROADCASTING AND FETZER BROADCASTING
 NF1408'OF GRAND RAPIDS, MICHIGAN.
 NF1408'
 NF1408'TO REACH THE STATION FROM THE INTERSECTION OF NORTH SUPERIOR
 NF1408'STREET AND AUSTIN
 NF1408'AVENUE IN THE NORTH EDGE OF ALBION GO WESTERLY ON
 NF1408'AUSTIN AVENUE FOR 1.3 MILES TO WHERE
 NF1408'AUSTIN AVENUE BECOMES MICHIGAN
 NF1408'AVENUE.  CONTINUE WESTERLY ON MICHIGAN AVENUE FOR 2.8
 NF1408'MILES TO A SIDE
 NF1408'ROAD RIGHT. TURN RIGHT AND GO NORTH ON 24 MILE ROAD FOR 0.1 MILE TO
 NF1408'THE STATION ON THE
 NF1408'LEFT.
 NF1408'
 NF1408'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 NF1408'ALTERNATELY RED
 NF1408'AND WHITE, AND HAS OVERALL HEIGHT OF 256 FEET.  IT
 NF1408'HAS TWO OCTAGONAL SHAPED REFLECTORS
 NF1408'NEAR THE TOP AND NUMEROUS ANTENNAE
 NF1408'FROM ABOUT HALF WAY OF THE MAST TO THE TOP.
 NF1408'
 NF1408'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1408
 NF1408                          STATION RECOVERY (2004)
 NF1408
 NF1408'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1408'RECOVERED IN GOOD CONDITION.
 NF1408
 NF1408                          STATION RECOVERY (2005)
 NF1408
 NF1408'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0557 ***********************************************************************
 RK0557  DESIGNATION -  ALFRED
 RK0557  PID         -  RK0557
 RK0557  STATE/COUNTY-  MI/DICKINSON
 RK0557  COUNTRY     -  US
 RK0557  USGS QUAD   -  ALFRED (2017)
 RK0557
 RK0557                         *CURRENT SURVEY CONTROL
 RK0557  ______________________________________________________________________
 RK0557* NAD 83(1994) POSITION- 46 05 07.35617(N) 087 39 45.62915(W)   ADJUSTED
 RK0557* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 RK0557  ______________________________________________________________________
 RK0557  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 RK0557  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 RK0557  HORZ ORDER      -  FIRST
 RK0557
 RK0557.The horizontal coordinates were established by classical geodetic methods
 RK0557.and adjusted by the National Geodetic Survey in February 1997.
 RK0557
 RK0557.The orthometric height was scaled from a topographic map.
 RK0557
 RK0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0557.GEOID18 height accuracy estimate available here.
 RK0557
 RK0557.Click photographs - Photos may exist for this station.
 RK0557
 RK0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0557
 RK0557. The following values were computed from the NAD 83(1994) position.
 RK0557
 RK0557;                    North         East     Units Scale Factor Converg.
 RK0557;SPC MI N     -   144,928.482 7,948,751.303   MT  0.99990889   -0 28 44.3
 RK0557;SPC MI N     -   475,487.15 26,078,580.39   iFT  0.99990889   -0 28 44.3
 RK0557;UTM  16      - 5,103,746.938   448,766.580   MT  0.99963227   -0 28 38.6
 RK0557
 RK0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0557!SPC MI N     -   0.99994563  x   0.99990889  =   0.99985453
 RK0557!UTM  16      -   0.99994563  x   0.99963227  =   0.99957792
 RK0557
 RK0557:                Primary Azimuth Mark                     Grid Az
 RK0557:SPC MI N     -  ALFRED AZ MK                             286 34 58.0
 RK0557:UTM  16      -  ALFRED AZ MK                             286 34 52.3
 RK0557
 RK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4876603746(NAD 83)
 RK0557
 RK0557|---------------------------------------------------------------------|
 RK0557| PID    Reference Object                     Distance      Geod. Az  |
 RK0557|                                                           dddmmss.s |
 RK0557| RK0558 ALFRED RM 1                          16.253 METERS 00645     |
 RK0557| CJ1766 ALFRED RM 2                          30.512 METERS 27914     |
 RK0557| CJ1765 ALFRED AZ MK                                       2860613.7 |
 RK0557|---------------------------------------------------------------------|
 RK0557
 RK0557                          SUPERSEDED SURVEY CONTROL
 RK0557
 RK0557  NAD 83(1986)-  46 05 07.35328(N)    087 39 45.62423(W) AD(       ) 1
 RK0557  NAD 27      -  46 05 07.53000(N)    087 39 45.14000(W) AD(       ) 1
 RK0557
 RK0557.Superseded values are not recommended for survey control.
 RK0557
 RK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0557.See file dsdata.pdf to determine how the superseded data were derived.
 RK0557
 RK0557_MARKER: DS = TRIANGULATION STATION DISK
 RK0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0557_STAMPING: ALFRED 1954
 RK0557_MARK LOGO: CGS
 RK0557_PROJECTION: FLUSH
 RK0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0557+STABILITY: SURFACE MOTION
 RK0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0557+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RK0557
 RK0557  HISTORY     - Date     Condition        Report By
 RK0557  HISTORY     - 1954     MONUMENTED       CGS
 RK0557  HISTORY     - 1956     GOOD             CGS
 RK0557  HISTORY     - 20040520 GOOD             MIDNR
 RK0557
 RK0557                          STATION DESCRIPTION
 RK0557
 RK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0557'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF RALPH, 3-1/2 MILES
 RK0557'NORTH-NORTHWEST OF NORTHLAND AND AT THE SITE OF THE ALFRED LOOKOUT
 RK0557'TOWER.  IT IS 44 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RK0557'TOWER.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED
 RK0557'ALFRED 1954.
 RK0557'
 RK0557'REFERENCE MARK NO 1 IS SET IN THE CENTER OF THE BASE OF THE ALFRED
 RK0557'LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RK0557'ALFRED NO 1 1954.
 RK0557'
 RK0557'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALFRED TO
 RK0557'RM NO 1 AND THE DISTANCE IS SHOWN ABOVE.
 RK0557'
 RK0557'REFERENCE MARK NO 2 IS WEST OF THE STATION.  THE MARK PROJECTS 5
 RK0557'INCHES AND THE DISK IS STAMPED ALFRED NO 2 1954.
 RK0557'
 RK0557'AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF A
 RK0557'TRACKROAD AND 3 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 RK0557'6 INCHES AND THE DISK IS STAMPED ALFRED 1954.
 RK0557'
 RK0557'TO REACH FROM THE POST OFFICE AT THE SOUTH EDGE OF RALPH, GO NORTH
 RK0557'FOR 0.25 MILE TO A CROSSROADS, TURN RIGHT (EAST) ON A BLACK TOP AND
 RK0557'GRAVEL ROAD FOR 6.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 RK0557'(SOUTHEAST) FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  HERE
 RK0557'CONTINUE SOUTHEAST FOR 0.2 MILE TO THE ALFRED LOOKOUT TOWER AND
 RK0557'THE STATION SITE AS DESCRIBED ABOVE.
 RK0557'
 RK0557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0557
 RK0557                          STATION RECOVERY (1956)
 RK0557
 RK0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0557'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 RK0557'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 RK0557'ARE IN GOOD CONDITION, THE DISTANCE ARE VERIFIED AND THE DESCRIPTION
 RK0557'IS ENTIRELY ADEQUATE.
 RK0557
 RK0557                          STATION RECOVERY (2004)
 RK0557
 RK0557'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JJP)
 RK0557'SUITABLE FOR GPS OBSERVATIONS
 RK0557'BOTH REFERENCE MONUMENTS RECOVERED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0558 ***********************************************************************
 RK0558  DESIGNATION -  ALFRED RM 1
 RK0558  PID         -  RK0558
 RK0558  STATE/COUNTY-  MI/DICKINSON
 RK0558  COUNTRY     -  US
 RK0558  USGS QUAD   -  ALFRED (2017)
 RK0558
 RK0558                         *CURRENT SURVEY CONTROL
 RK0558  ______________________________________________________________________
 RK0558* NAD 83(1994) POSITION- 46 05 07.87893(N) 087 39 45.54025(W)   ADJUSTED
 RK0558* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 RK0558  ______________________________________________________________________
 RK0558  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 RK0558  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 RK0558  HORZ ORDER      -  SECOND
 RK0558
 RK0558.The horizontal coordinates were established by classical geodetic methods
 RK0558.and adjusted by the National Geodetic Survey in February 1997.
 RK0558
 RK0558.The orthometric height was scaled from a topographic map.
 RK0558
 RK0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0558.GEOID18 height accuracy estimate available here.
 RK0558
 RK0558.Click photographs - Photos may exist for this station.
 RK0558
 RK0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0558
 RK0558. The following values were computed from the NAD 83(1994) position.
 RK0558
 RK0558;                    North         East     Units Scale Factor Converg.
 RK0558;SPC MI N     -   144,944.605 7,948,753.347   MT  0.99990889   -0 28 44.2
 RK0558;SPC MI N     -   475,540.04 26,078,587.10   iFT  0.99990889   -0 28 44.2
 RK0558;UTM  16      - 5,103,763.056   448,768.623   MT  0.99963226   -0 28 38.5
 RK0558
 RK0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0558!SPC MI N     -   0.99994563  x   0.99990889  =   0.99985453
 RK0558!UTM  16      -   0.99994563  x   0.99963226  =   0.99957791
 RK0558
 RK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4876803763(NAD 83)
 RK0558
 RK0558                          SUPERSEDED SURVEY CONTROL
 RK0558
 RK0558  NAD 83(1986)-  46 05 07.87603(N)    087 39 45.53534(W) AD(       ) 2
 RK0558  NAD 27      -  46 05 08.05300(N)    087 39 45.05000(W) AD(       ) 2
 RK0558
 RK0558.Superseded values are not recommended for survey control.
 RK0558
 RK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0558.See file dsdata.pdf to determine how the superseded data were derived.
 RK0558
 RK0558_MARKER: DR = REFERENCE MARK DISK
 RK0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0558_STAMPING: ALFRED NO 1 1954
 RK0558_MARK LOGO: CGS
 RK0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0558+STABILITY: SURFACE MOTION
 RK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0558+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RK0558
 RK0558  HISTORY     - Date     Condition        Report By
 RK0558  HISTORY     - 1954     MONUMENTED       CGS
 RK0558  HISTORY     - 20040520 GOOD             MIDNR
 RK0558
 RK0558                          STATION DESCRIPTION
 RK0558
 RK0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0558'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF RALPH AND 3-1/2
 RK0558'MILES NORTH-NORTHWEST OF NORTHLAND.  THE TOWER IS A STEEL STRUCTURE,
 RK0558'110 FEET HIGH WITH AN OBSERVATION BUILDING A-TOP.  REFERENCE MARK
 RK0558'ALFRED NO 1 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0558'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ALFRED NO 1
 RK0558'1954.
 RK0558'
 RK0558'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALFRED TO
 RK0558'ALFRED LOOKOUT TOWER (ALFRED RM NO 1 1954) AND THE DISTANCE IS 53.32
 RK0558'FEET OR 16.2526 METERS.
 RK0558'
 RK0558'TO REACH FROM THE POST OFFICE IN RALPH, GO NORTH FOR 0.25 MILE TO
 RK0558'A CROSSROADS, TURN RIGHT (EAST) ON A BLACK TOP AND GRAVEL ROAD FOR
 RK0558'6.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT SOUTHEAST FOR 0.35 MILE
 RK0558'AND THE STATION AS DESCRIBED.
 RK0558
 RK0558                          STATION RECOVERY (2004)
 RK0558
 RK0558'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JJP)
 RK0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0452 ***********************************************************************
 PL0452  DESIGNATION -  ALGER
 PL0452  PID         -  PL0452
 PL0452  STATE/COUNTY-  MI/ARENAC
 PL0452  COUNTRY     -  US
 PL0452  USGS QUAD   -  STERLING NW (2017)
 PL0452
 PL0452                         *CURRENT SURVEY CONTROL
 PL0452  ______________________________________________________________________
 PL0452* NAD 83(1994) POSITION- 44 08 40.97908(N) 084 08 37.17585(W)   ADJUSTED
 PL0452* NAVD 88 ORTHO HEIGHT -   250.062 (meters)      820.41  (feet) ADJUSTED
 PL0452  ______________________________________________________________________
 PL0452  GEOID HEIGHT    -        -34.999 (meters)                     GEOID18
 PL0452  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 PL0452  DYNAMIC HEIGHT  -        250.019 (meters)      820.27  (feet) COMP
 PL0452  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 PL0452
 PL0452  HORZ ORDER      -  SECOND
 PL0452  VERT ORDER      -  FIRST     CLASS II
 PL0452
 PL0452.The horizontal coordinates were established by classical geodetic methods
 PL0452.and adjusted by the National Geodetic Survey in February 1997.
 PL0452
 PL0452.The orthometric height was determined by differential leveling and
 PL0452.adjusted by the NATIONAL GEODETIC SURVEY
 PL0452.in October 2009.
 PL0452
 PL0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0452.GEOID18 height accuracy estimate available here.
 PL0452
 PL0452.Click photographs - Photos may exist for this station.
 PL0452
 PL0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0452
 PL0452.The dynamic height is computed by dividing the NAVD 88
 PL0452.geopotential number by the normal gravity value computed on the
 PL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0452.degrees latitude (g = 980.6199 gals.).
 PL0452
 PL0452.The modeled gravity was interpolated from observed gravity values.
 PL0452
 PL0452. The following values were computed from the NAD 83(1994) position.
 PL0452
 PL0452;                    North         East     Units Scale Factor Converg.
 PL0452;SPC MI C     -    92,039.787 6,017,843.126   MT  1.00000908   +0 09 27.1
 PL0452;SPC MI C     -   301,967.81 19,743,579.81   iFT  1.00000908   +0 09 27.1
 PL0452;UTM  16      - 4,891,914.059   728,450.120   MT  1.00024191   +1 59 24.8
 PL0452
 PL0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0452!SPC MI C     -   0.99996628  x   1.00000908  =   0.99997536
 PL0452!UTM  16      -   0.99996628  x   1.00024191  =   1.00020818
 PL0452
 PL0452:                Primary Azimuth Mark                     Grid Az
 PL0452:SPC MI C     -  ALGER AZ MK                              148 28 31.7
 PL0452:UTM  16      -  ALGER AZ MK                              146 38 34.0
 PL0452
 PL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2845091914(NAD 83)
 PL0452
 PL0452|---------------------------------------------------------------------|
 PL0452| PID    Reference Object                     Distance      Geod. Az  |
 PL0452|                                                           dddmmss.s |
 PL0452| CH1658 ALGER RM 1                           23.337 METERS 13421     |
 PL0452| PL0451 ALGER AZ MK                         APPROX. 0.7 KM 1483758.8 |
 PL0452| CH1659 ALGER RM 2                           23.118 METERS 33347     |
 PL0452|---------------------------------------------------------------------|
 PL0452
 PL0452                          SUPERSEDED SURVEY CONTROL
 PL0452
 PL0452  NAD 83(1986)-  44 08 40.97236(N)    084 08 37.18831(W) AD(       ) 2
 PL0452  NAD 27      -  44 08 40.90143(N)    084 08 37.19059(W) AD(       ) 2
 PL0452  NGVD 29 (07/19/86)  247.5    (m)          812.     (f) VERT ANG       
 PL0452
 PL0452.Superseded values are not recommended for survey control.
 PL0452
 PL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0452.See file dsdata.pdf to determine how the superseded data were derived.
 PL0452
 PL0452_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0452_STAMPING: ALGER 1981
 PL0452_MARK LOGO: NGS
 PL0452_PROJECTION: FLUSH
 PL0452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0452+STABILITY: SURFACE MOTION
 PL0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0452+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2013
 PL0452
 PL0452  HISTORY     - Date     Condition        Report By
 PL0452  HISTORY     - 1981     MONUMENTED       NGS
 PL0452  HISTORY     - 20011011 GOOD             USPSQD
 PL0452  HISTORY     - 20080423 GOOD             COLEM
 PL0452  HISTORY     - 20130805 GOOD             SPICE
 PL0452
 PL0452                          STATION DESCRIPTION
 PL0452
 PL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0452'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF WEST BRANCH,
 PL0452'2.5 KM (1-1/2 MI) NORTHWEST OF THE SMALL COMMUNITY OF ALGER, ON
 PL0452'HIGHWAY RIGHT-OF-WAY, AND IN THE SW1/4,S8,T20N,R2E OF MOFFATT
 PL0452'TOWNSHIP.  OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER
 PL0452'K, LANSING MI 48904,TELEPHONE NUMBER 517-373-2120.  OWNERSHIP--STATE
 PL0452'OF MICHIGAN.
 PL0452'
 PL0452'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0452'STATE HIGHWAY 33, EXIT 202, GO NORTH ON INTERSTATE HIGHWAY 75 FOR 1.0
 PL0452'KM (0.65 MI) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.6
 PL0452'KM (0.4 MI) TO THE STATION ON THE RIGHT.
 PL0452'
 PL0452'THE STATION IS A STANDARD NGS DISK STAMPED---ALGER 1981---, SET INTO
 PL0452'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 PL0452'GROUND.  IT IS LOCATED 41.4 METERS (135.8 FT) EAST FROM THE CENTER OF
 PL0452'THE NORTH BOUND LANES, 4.55 METERS (14.0 FT) WEST FROM A FENCE AND 0.8
 PL0452'METER (2.5 FT) NORTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK
 PL0452'IS A STANDARD NGS DISK STAMPED---ALGER 1981---, SET INTO AN IRREGULAR
 PL0452'MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PL0452'
 PL0452'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PL0452'---ALGER NO 1 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PL0452'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 45 METERS
 PL0452'(147.6 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES, 0.55 METER
 PL0452'(1.8 FT) WEST FROM THE FENCE AND 0.45 METER (1.48 FT) NORTH FROM A
 PL0452'METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 PL0452'
 PL0452'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PL0452'---ALGER NO 2 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PL0452'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 45 METERS
 PL0452'(147.6 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES, 0.6 METER
 PL0452'(1.97 FT) WEST FROM A FENCE, AND 0.6 METER (1.97 FT) NORTH FROM A
 PL0452'METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 PL0452'
 PL0452'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED---ALGER 1981---,
 PL0452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 PL0452'WITH GROUND.  IT IS LOCATED 19 METERS (62.0 FT) EAST FROM THE CENTER
 PL0452'OF THE SOUTH BOUND LANES, 12.2 METERS (40.0 FT) WEST FROM THE CENTER
 PL0452'OF THE NORTH BOUND LANES, 7.4 METERS (24.0 FT) NORTH FROM THE CENTER
 PL0452'OF A MEDIAN CROSSROAD AND 3.3 METERS (10.9 FT) EAST-SOUTHEAST FROM A
 PL0452'SIGN POST.
 PL0452'
 PL0452'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0452'
 PL0452'DESCRIBED BY R.T. WOODRUFF.
 PL0452
 PL0452                          STATION RECOVERY (2001)
 PL0452
 PL0452'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0452'RECOVERED IN GOOD CONDITION.
 PL0452
 PL0452                          STATION RECOVERY (2008)
 PL0452
 PL0452'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0452'RECOVERED AS DESCRIBED.
 PL0452
 PL0452                          STATION RECOVERY (2013)
 PL0452
 PL0452'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 PL0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0451 ***********************************************************************
 PL0451  DESIGNATION -  ALGER AZ MK
 PL0451  PID         -  PL0451
 PL0451  STATE/COUNTY-  MI/ARENAC
 PL0451  COUNTRY     -  US
 PL0451  USGS QUAD   -  STERLING NW (2017)
 PL0451
 PL0451                         *CURRENT SURVEY CONTROL
 PL0451  ______________________________________________________________________
 PL0451* NAD 83(1994) POSITION- 44 08 22.42725(N) 084 08 21.47154(W)   NO CHECK
 PL0451* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) VERTCON3
 PL0451  ______________________________________________________________________
 PL0451  GEOID HEIGHT    -        -35.002 (meters)                     GEOID18
 PL0451  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 PL0451  HORZ ORDER      -  SECOND
 PL0451
 PL0451.The horizontal coordinates were established by classical geodetic methods
 PL0451.and adjusted by the National Geodetic Survey in February 1997.
 PL0451
 PL0451.No horizontal observational check was made to the station.
 PL0451
 PL0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0451
 PL0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0451.GEOID18 height accuracy estimate available here.
 PL0451
 PL0451.Click photographs - Photos may exist for this station.
 PL0451
 PL0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0451
 PL0451. The following values were computed from the NAD 83(1994) position.
 PL0451
 PL0451;                    North         East     Units Scale Factor Converg.
 PL0451;SPC MI C     -    91,468.145 6,018,193.765   MT  1.00001032   +0 09 38.2
 PL0451;SPC MI C     -   300,092.34 19,744,730.20   iFT  1.00001032   +0 09 38.2
 PL0451;UTM  16      - 4,891,353.792   728,818.946   MT  1.00024399   +1 59 35.1
 PL0451
 PL0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0451!SPC MI C     -   0.99996788  x   1.00001032  =   0.99997820
 PL0451!UTM  16      -   0.99996788  x   1.00024399  =   1.00021186
 PL0451
 PL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2881891353(NAD 83)
 PL0451
 PL0451                          SUPERSEDED SURVEY CONTROL
 PL0451
 PL0451  NAD 83(1986)-  44 08 22.42050(N)    084 08 21.48408(W) AD(       ) 2
 PL0451  NAD 27      -  44 08 22.34941(N)    084 08 21.48700(W) AD(       ) 2
 PL0451  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 PL0451
 PL0451.Superseded values are not recommended for survey control.
 PL0451
 PL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0451.See file dsdata.pdf to determine how the superseded data were derived.
 PL0451
 PL0451_MARKER: DZ = AZIMUTH MARK DISK
 PL0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0451_STAMPING: ALGER 1981
 PL0451_MARK LOGO: NGS
 PL0451_PROJECTION: RECESSED 103 CENTIMETERS
 PL0451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0451+STABILITY: SURFACE MOTION
 PL0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0451+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PL0451
 PL0451  HISTORY     - Date     Condition        Report By
 PL0451  HISTORY     - 1981     MONUMENTED       NGS
 PL0451  HISTORY     - 20011011 GOOD             USPSQD
 PL0451
 PL0451                          STATION DESCRIPTION
 PL0451
 PL0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0451'THE STATION IS LOCATED ABOUT 21.1 KM (12-1/2 MI) SOUTHEAST
 PL0451'OF WEST BRANCH, 1.6 KM (1 MI) NORTHWEST OF THE SMALL
 PL0451'COMMUNITY OF ALGER, ON HIGHWAY RIGHT-OF-WAY, AND IN THE
 PL0451'NW1/4,S17,T20N,R2E OF MOFFATT TOWNSHIP.
 PL0451'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0451'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0451'
 PL0451'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 PL0451'HIGHWAY 75 AND STATE HIGHWAY 33, EXIT 202, GO NORTH ON
 PL0451'INTERSTATE 75 FOR 1.0 KM (0.65 MI) TO THE STATION ON THE LEFT.
 PL0451'
 PL0451'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0451'STAMPED---ALGER 1981---,
 PL0451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0451'FLUSH WITH GROUND.  IT IS LOCATED
 PL0451'19.0 METERS (62.0 FT) EAST FROM THE CENTER OF THE SOUTH BOUND
 PL0451'LANES,
 PL0451'12.2 METERS (40.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 PL0451'LANES,
 PL0451'7.4 METERS (24.0 FT) NORTH FROM THE CENTER OF THE MEDIAN
 PL0451'CROSSROAD, AND
 PL0451'3.3 METERS (10.9 FT) EAST-SOUTHEAST FROM A SIGN POST.
 PL0451'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0451'STAMPED---ALGER 1981---,
 PL0451'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PL0451'
 PL0451'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0451'
 PL0451'DESCRIBED BY R.T. WOODRUFF.
 PL0451
 PL0451                          STATION RECOVERY (2001)
 PL0451
 PL0451'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1650 ***********************************************************************
 NF1650  DESIGNATION -  ALLEGAN CO MED FACILITY TANK
 NF1650  PID         -  NF1650
 NF1650  STATE/COUNTY-  MI/ALLEGAN
 NF1650  COUNTRY     -  US
 NF1650  USGS QUAD   -  ALLEGAN (2017)
 NF1650
 NF1650                         *CURRENT SURVEY CONTROL
 NF1650  ______________________________________________________________________
 NF1650* NAD 83(1994) POSITION- 42 34 45.08313(N) 085 52 02.03796(W)   ADJUSTED
 NF1650  ______________________________________________________________________
 NF1650  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 NF1650  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 NF1650  HORZ ORDER      -  THIRD
 NF1650
 NF1650.The horizontal coordinates were established by classical geodetic methods
 NF1650.and adjusted by the National Geodetic Survey in February 1997.
 NF1650
 NF1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1650.GEOID18 height accuracy estimate available here.
 NF1650
 NF1650.Click photographs - Photos may exist for this station.
 NF1650
 NF1650.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1650
 NF1650. The following values were computed from the NAD 83(1994) position.
 NF1650
 NF1650;                    North         East     Units Scale Factor Converg.
 NF1650;SPC MI S     -   120,971.187 3,876,826.959   MT  0.99992105   -1 01 16.2
 NF1650;SPC MI S     -   396,887.10 12,719,248.55   iFT  0.99992105   -1 01 16.2
 NF1650;UTM  16      - 4,714,708.046   592,958.088   MT  0.99970631   +0 45 59.4
 NF1650
 NF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9295814708(NAD 83)
 NF1650
 NF1650                          SUPERSEDED SURVEY CONTROL
 NF1650
 NF1650  NAD 83(1986)-  42 34 45.08221(N)    085 52 02.05478(W) AD(       ) 3
 NF1650  NAD 27      -  42 34 44.95960(N)    085 52 01.96725(W) AD(       ) 3
 NF1650
 NF1650.Superseded values are not recommended for survey control.
 NF1650
 NF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1650.See file dsdata.pdf to determine how the superseded data were derived.
 NF1650
 NF1650_MARKER: 53 = ELEVATED TANK
 NF1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1650+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 NF1650
 NF1650  HISTORY     - Date     Condition        Report By
 NF1650  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1650  HISTORY     - 20070317 GOOD             USPSQD
 NF1650
 NF1650                          STATION DESCRIPTION
 NF1650
 NF1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1650'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ALLEGAN, 3-3/4
 NF1650'MILES
 NF1650'EAST-SOUTHEAST OF DUNNINGVILLE AND OWNED BY ALLEGAN COUNTY.
 NF1650'
 NF1650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40,89
 NF1650'AND 118 IN
 NF1650'ALLEGAN, GO NORTHWEST ON STATE HIGHWAYS 40 AND 89 FOR 4.6
 NF1650'MILES TO A CROSSROAD.  TURN
 NF1650'RIGHT AND GO EAST ON 121ST AVENUE FOR 1.1
 NF1650'MILES TO A T-ROAD.  TURN LEFT AND GO NORTH AND
 NF1650'EAST ON 34TH STREET
 NF1650'WHICH BECOMES 122ND. STREET FOR 1.1 MILES TO THE STATION ON THE
 NF1650'LEFT.
 NF1650'
 NF1650'THE STATION IS A WATER TANK, BLACK IN COLOR, HAS FOUR BRIDGED STEEL
 NF1650'LEGS, A CONICAL
 NF1650'ROOF, ELLIPSOIDAL BOTTOM AND HAS AN OVER-ALL HEIGHT OF
 NF1650'125 FEET.
 NF1650'
 NF1650'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
 NF1650
 NF1650                          STATION RECOVERY (2007)
 NF1650
 NF1650'RECOVERY NOTE BY US POWER SQUADRON 2007 (HLH)
 NF1650'BLACK TANK GONE NOW SELF SUPPORTING WHITE TANK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1212 ***********************************************************************
 NE1212  DESIGNATION -  ALLENTON
 NE1212  PID         -  NE1212
 NE1212  STATE/COUNTY-  MI/ST CLAIR
 NE1212  COUNTRY     -  US
 NE1212  USGS QUAD   -  ALLENTON (2017)
 NE1212
 NE1212                         *CURRENT SURVEY CONTROL
 NE1212  ______________________________________________________________________
 NE1212* NAD 83(1994) POSITION- 42 54 58.44383(N) 082 56 44.44721(W)   ADJUSTED
 NE1212* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 NE1212  ______________________________________________________________________
 NE1212  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 NE1212  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 NE1212  HORZ ORDER      -  FIRST
 NE1212
 NE1212.The horizontal coordinates were established by classical geodetic methods
 NE1212.and adjusted by the National Geodetic Survey in February 1997.
 NE1212
 NE1212.The orthometric height was scaled from a topographic map.
 NE1212
 NE1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1212.GEOID18 height accuracy estimate available here.
 NE1212
 NE1212.Click photographs - Photos may exist for this station.
 NE1212
 NE1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1212
 NE1212. The following values were computed from the NAD 83(1994) position.
 NE1212
 NE1212;                    North         East     Units Scale Factor Converg.
 NE1212;SPC MI S     -   158,290.748 4,116,009.625   MT  0.99990703   +0 58 01.3
 NE1212;SPC MI S     -   519,326.60 13,503,968.59   iFT  0.99990703   +0 58 01.3
 NE1212;UTM  17      - 4,753,349.274   341,193.315   MT  0.99991026   -1 19 30.5
 NE1212
 NE1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1212!SPC MI S     -   0.99996645  x   0.99990703  =   0.99987348
 NE1212!UTM  17      -   0.99996645  x   0.99991026  =   0.99987671
 NE1212
 NE1212:                Primary Azimuth Mark                     Grid Az
 NE1212:SPC MI S     -  ALLENTON AZ MK                           175 27 08.1
 NE1212:UTM  17      -  ALLENTON AZ MK                           177 44 39.9
 NE1212
 NE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4119353349(NAD 83)
 NE1212
 NE1212|---------------------------------------------------------------------|
 NE1212| PID    Reference Object                     Distance      Geod. Az  |
 NE1212|                                                           dddmmss.s |
 NE1212| OJ0833 CAPAC MUNICIPAL TANK                APPROX.10.6 KM 0044133.3 |
 NE1212| CH0731 ALLENTON RM 1                        33.659 METERS 04809     |
 NE1212| CH0730 ALLENTON AZ MK                                     1762509.4 |
 NE1212| CH0732 ALLENTON RM 2                        30.843 METERS 26520     |
 NE1212| NE1225 ALMONT MUNICIPAL TANK               APPROX. 8.2 KM 2730427.2 |
 NE1212| NE1226 ALMONT CONG CHURCH SPIRE            APPROX. 8.0 KM 2733839.5 |
 NE1212|---------------------------------------------------------------------|
 NE1212
 NE1212                          SUPERSEDED SURVEY CONTROL
 NE1212
 NE1212  NAD 83(1986)-  42 54 58.43725(N)    082 56 44.48008(W) AD(       ) 1
 NE1212  NAD 27      -  42 54 58.33544(N)    082 56 44.72427(W) AD(       ) 1
 NE1212
 NE1212.Superseded values are not recommended for survey control.
 NE1212
 NE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1212.See file dsdata.pdf to determine how the superseded data were derived.
 NE1212
 NE1212_MARKER: DS = TRIANGULATION STATION DISK
 NE1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1212_STAMPING: ALLENTON 1943
 NE1212_MARK LOGO: CGS
 NE1212_PROJECTION: RECESSED 46 CENTIMETERS
 NE1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1212+STABILITY: SURFACE MOTION
 NE1212
 NE1212  HISTORY     - Date     Condition        Report By
 NE1212  HISTORY     - 1943     MONUMENTED       CGS
 NE1212  HISTORY     - 1974     GOOD             LOCENG
 NE1212  HISTORY     - 1980     GOOD             MIDH
 NE1212  HISTORY     - 20111026 MARK NOT FOUND   SPALD
 NE1212
 NE1212                          STATION DESCRIPTION
 NE1212
 NE1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1212'STATION IS LOCATED AT THE S EDGE OF ALLENTON, AT THE NE CORNER OF A
 NE1212'PASTURE FIELD ON THE W SIDE OF CAPAC ROAD.  THE MARK IS SET ON LAND
 NE1212'FORMERLY OWNED BY THE PERE MARQUETTE RAILROAD, BUT IS NOW IN THE
 NE1212'PROCESS OF BEING REVERTED BACK TO THE ORIGINAL OWNER, MR. ORVAL
 NE1212'ROHLOFF.  THE MARK IS SET 59 FEET W OF THE CENTER LINE OF CAPAC ROAD,
 NE1212'36 FEET S OF THE CENTER LINE OF THE OLD RAILROAD BED AND 5.7 FEET N OF
 NE1212'A REFERENCE POST WHICH WAS PLACED IN THE E-W FENCELINE.  THE DISK IS
 NE1212'SET 18 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED ALLENTON
 NE1212'1943.
 NE1212'
 NE1212'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1212'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1212'
 NE1212'REFERENCE MARK 1 IS 110.42 FEET NE OF THE STATION, 24.5 FEET E OF THE
 NE1212'CENTER LINE OF CAPAC ROAD AND 1.5 FEET SE OF A POLE.  THE DISK IS
 NE1212'STAMPED ALLENTON NO 1 1943.
 NE1212'
 NE1212'REFERENCE MARK 2 IS 101.19 FEET W OF THE STATION AND 1.5 FEET N OF THE
 NE1212'E-W FENCELINE.  THE DISK IS STAMPED ALLENTON NO 2 1943.
 NE1212'
 NE1212'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSE OF THE STATION IN THE
 NE1212'NE ANGLE OF THE INTERSECTION OF HOUGHT AND CAPAC ROADS.  THE MARK IS
 NE1212'110 FEET N OF THE CENTER LINE OF HOUGHT ROAD, 68.0 FEET E OF THE
 NE1212'CENTER LINE OF CAPAC ROAD AND 1.0 FOOT S OF AN E-W BARBEDWIRE FENCE.
 NE1212'THE DISK IS STAMPED ALLENTON 1943.
 NE1212'
 NE1212'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND MILL STREETS IN
 NE1212'CAPAC, GO S ON MAIN STREET (CAPAC ROAD) FOR 6.9 MILES TO THE STATION
 NE1212'ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION
 NE1212'GO S ON CAPAC ROAD FOR 0.5 MILE TO ITS JUNCTION WITH HOUGHT ROAD AND
 NE1212'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NE1212'
 NE1212'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1212
 NE1212                          STATION RECOVERY (1974)
 NE1212
 NE1212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JEM)
 NE1212'RECOVERED BY JOHN E MAXSON, COMMONWEALTH ASSOCIATES INC.  ALLENTON
 NE1212'1943 (STA.) GOOD.  ALLENTON 1943 (AZ.) GOOD.  ALLENTON NO 1 1943 GOOD.
 NE1212'ALLENTON NO 2 1943 GOOD.  STATION MARK IS 13.60 FEET NE OF THE BOTTOM
 NE1212'BOLT ON THE E. FACE OF THE NE LEG OF TRANSMISSION LINE TOWER NO 3273.
 NE1212'DISTANCE AND DIRECTION FROM NEAREST TOWN- S EDGE OF ALLENTON
 NE1212
 NE1212                          STATION RECOVERY (1980)
 NE1212
 NE1212'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1212'THE STATION SURFACE MARK COUND NOT BE FOUND.  THE UNDERGROUND MARK IS
 NE1212'PRESUMED TO BE IN PLACE.  REFERENCE MARK 1 WAS FOUND BADLY TIPPED.
 NE1212'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NE1212'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 NE1212
 NE1212                          STATION RECOVERY (2011)
 NE1212
 NE1212'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (CWB)
 NE1212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1665 ***********************************************************************
 NF1665  DESIGNATION -  ALLEPORT
 NF1665  PID         -  NF1665
 NF1665  STATE/COUNTY-  MI/ALLEGAN
 NF1665  COUNTRY     -  US
 NF1665  USGS QUAD   -  ALLEGAN (2017)
 NF1665
 NF1665                         *CURRENT SURVEY CONTROL
 NF1665  ______________________________________________________________________
 NF1665* NAD 83(2011) POSITION- 42 31 47.55729(N) 085 49 04.45528(W)   ADJUSTED
 NF1665* NAD 83(2011) ELLIP HT-   180.553 (meters)        (06/27/12)   ADJUSTED
 NF1665* NAD 83(2011) EPOCH   -  2010.00
 NF1665* NAVD 88 ORTHO HEIGHT -   213.7   (meters)      701.    (feet) GPS OBS
 NF1665  ______________________________________________________________________
 NF1665  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1665  GEOID HEIGHT    -        -32.899 (meters)                     GEOID93
 NF1665  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 NF1665  NAD 83(2011) X  -    343,305.115 (meters)                     COMP
 NF1665  NAD 83(2011) Y  - -4,695,011.982 (meters)                     COMP
 NF1665  NAD 83(2011) Z  -  4,289,283.099 (meters)                     COMP
 NF1665  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NF1665
 NF1665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1665  Standards:
 NF1665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1665  -------------------------------------------------------------------
 NF1665  NETWORK    1.84   4.98           0.84   0.63   2.54     -0.09976639
 NF1665  -------------------------------------------------------------------
 NF1665  Click here for local accuracies and other accuracy information.
 NF1665
 NF1665.This mark is at Padgham Field Airport (35D)
 NF1665
 NF1665.The horizontal coordinates were established by GPS observations
 NF1665.and adjusted by the National Geodetic Survey in June 2012.
 NF1665
 NF1665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1665.been affixed to the stable North American tectonic plate. See 
 NF1665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1665
 NF1665.The horizontal coordinates are valid at the epoch date displayed above
 NF1665.which is a decimal equivalence of Year/Month/Day.
 NF1665
 NF1665.The orthometric height was determined by GPS observations and a
 NF1665.high-resolution geoid model.
 NF1665
 NF1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1665.GEOID18 height accuracy estimate available here.
 NF1665
 NF1665.Click photographs - Photos may exist for this station.
 NF1665
 NF1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1665
 NF1665.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1665
 NF1665.The ellipsoidal height was determined by GPS observations
 NF1665.and is referenced to NAD 83.
 NF1665
 NF1665. The following values were computed from the NAD 83(2011) position.
 NF1665
 NF1665;                    North         East     Units Scale Factor Converg.
 NF1665;SPC MI S     -   115,423.581 3,880,781.243   MT  0.99992598   -0 59 15.4
 NF1665;SPC MI S     -   378,686.29 12,732,221.93   iFT  0.99992598   -0 59 15.4
 NF1665;UTM  16      - 4,709,287.614   597,082.589   MT  0.99971596   +0 47 56.9
 NF1665
 NF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1665!SPC MI S     -   0.99997168  x   0.99992598  =   0.99989767
 NF1665!UTM  16      -   0.99997168  x   0.99971596  =   0.99968765
 NF1665
 NF1665:                Primary Azimuth Mark                     Grid Az
 NF1665:SPC MI S     -  ALLEPORT AZ MK                           275 41 17.9
 NF1665:UTM  16      -  ALLEPORT AZ MK                           273 54 05.6
 NF1665
 NF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9708209287(NAD 83)
 NF1665
 NF1665|---------------------------------------------------------------------|
 NF1665| PID    Reference Object                     Distance      Geod. Az  |
 NF1665|                                                           dddmmss.s |
 NF1665| NF1664 ALLEPORT AZ MK                      APPROX. 0.6 KM 2744202.5 |
 NF1665|---------------------------------------------------------------------|
 NF1665
 NF1665                          SUPERSEDED SURVEY CONTROL
 NF1665
 NF1665  NAD 83(2007)-  42 31 47.55727(N)    085 49 04.45604(W) AD(2002.00) 0
 NF1665  ELLIP H (02/10/07)  180.580  (m)                       GP(2002.00)    
 NF1665  ELLIP H (07/12/02)  180.573  (m)                       GP(       ) 4 2
 NF1665  NAD 83(1994)-  42 31 47.55707(N)    085 49 04.45648(W) AD(       ) 1
 NF1665  ELLIP H (09/20/95)  180.596  (m)                       GP(       ) 1 2
 NF1665  NAD 83(1986)-  42 31 47.55981(N)    085 49 04.47928(W) AD(       ) 1
 NF1665  NAD 83(1986)-  42 31 47.55989(N)    085 49 04.47902(W) AD(       ) 3
 NF1665  NAVD 88 (09/30/91)  213.8    (m)  UNKNOWN  model used  GPS OBS        
 NF1665  NGVD 29 (03/27/91)  214.0    (m)  OSU 89B  model used  GPS OBS        
 NF1665
 NF1665.Superseded values are not recommended for survey control.
 NF1665
 NF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1665.See file dsdata.pdf to determine how the superseded data were derived.
 NF1665
 NF1665_MARKER: I = METAL ROD
 NF1665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1665_STAMPING: ALLEPORT 1989
 NF1665_MARK LOGO: NGS
 NF1665_PROJECTION: PROJECTING 1 CENTIMETERS
 NF1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1665+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1665_ROD/PIPE-DEPTH: 12.2 meters
 NF1665_SLEEVE-DEPTH  : 1 meters
 NF1665
 NF1665  HISTORY     - Date     Condition        Report By
 NF1665  HISTORY     - 1989     MONUMENTED       NGS
 NF1665  HISTORY     - 19971011 GOOD             USPSQD
 NF1665  HISTORY     - 20010703 GOOD             WOOLPT
 NF1665  HISTORY     - 20230919 MARK NOT FOUND   WILWRK
 NF1665
 NF1665                          STATION DESCRIPTION
 NF1665
 NF1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1665'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) EAST OF ALLEGAN, AT THE
 NF1665'ALLEGAN PADGHAM FIELD AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE
 NF1665'CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF ALLEGAN, C/O AIRPORT
 NF1665'MANAGER ROBERT ZAPF, 740 GRAND STREET, ALLEGAN MI 49010.  PHONE IS
 NF1665'(616)673-4157.
 NF1665'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 40, 89 AND 222 IN
 NF1665'ALLEGAN, GO EASTERLY FOR 2.2 KM (1.35 MI) ON HIGHWAY 222 TO A PAVED
 NF1665'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE
 NF1665'AIRPORT ENTRANCE ROAD TO THE AIRPORT PARKING AREA LEFT.  TURN LEFT AND
 NF1665'GO EAST FOR 30 METERS ACROSS THE PARKING AREA TO A DIM TRACK ROAD LEFT
 NF1665'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO NORTH THEN EAST THEN
 NF1665'SOUTH FOR 80 METERS ON THE DIM TRACK ROAD TO THE APRON.  CONTINUE
 NF1665'SOUTH THEN SOUTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A
 NF1665'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 0.5
 NF1665'KM (0.30 MI) TO THE STATION RIGHT, JUST AFTER CROSSING THE TURF
 NF1665'RUNWAY.
 NF1665'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1665'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NF1665'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1665'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1665'LOCATED 39.9 M (130.9 FT) SOUTHEAST FROM THE 7TH RUNWAY LIGHT EAST
 NF1665'FROM THE WEST END OF THE PAVED RUNWAY, 32.2 M (105.6 FT) SOUTHWEST
 NF1665'FROM THE 8TH RUNWAY LIGHT EAST FROM THE WEST END OF THE PAVED RUNWAY,
 NF1665'24.5 M (80.4 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVED RUNWAY AND 0.8
 NF1665'M (2.6 FT) NORTH FROM A CARSONITE WITNESS POST.
 NF1665'DESCRIBED BY K.L. FANCHER.
 NF1665'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1665
 NF1665                          STATION RECOVERY (1997)
 NF1665
 NF1665'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1665'RECOVERED IN GOOD CONDITION.
 NF1665
 NF1665                          STATION RECOVERY (2001)
 NF1665
 NF1665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 NF1665'RECOVERED IN GOOD CONDITION.
 NF1665
 NF1665                          STATION RECOVERY (2023)
 NF1665
 NF1665'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 NF1665'PADGHAM FIELD RUNWAY AND TAXIWAYS WERE RECONSTRUCTED BETWEEN 2005 AND
 NF1665'2010.  THE FORMER RUNWAY 10-28 WAS OBLITERATED AND REPLACED WITH
 NF1665'RUNWAY 11-29.  CONSEQUENTLY BOTH ALLEPORT AND ALLEPORT_AZ_MK ARE GONE.
 NF1665'ALLEPORT_AZ_MK WAS S OF THE OLD RUNWAY AND ITS POSITION, UNDER NEW
 NF1665'RUNWAY AT W CONNECTING TAXIWAY, HAS BEEN PAVED OVER.  ALLEPORT ALSO
 NF1665'WAS S OF THE OLD RUNWAY.  ITS POSITION, NOW N OF THE NEW RUNWAY, WAS
 NF1665'STAKED OUT AND EXCAVATED TO A DEPTH OF 2.8 FT (0.9 M) AND NO EVIDENCE
 NF1665'OF THE MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1664 ***********************************************************************
 NF1664  PACS        -  This is a Primary Airport Control Station.
 NF1664  DESIGNATION -  ALLEPORT AZ MK
 NF1664  PID         -  NF1664
 NF1664  STATE/COUNTY-  MI/ALLEGAN
 NF1664  COUNTRY     -  US
 NF1664  USGS QUAD   -  ALLEGAN (2017)
 NF1664
 NF1664                         *CURRENT SURVEY CONTROL
 NF1664  ______________________________________________________________________
 NF1664* NAD 83(1994) POSITION- 42 31 49.09260(N) 085 49 29.71502(W)   ADJUSTED
 NF1664* NAD 83(1994) ELLIP HT-   181.540 (meters)        (07/17/02)   ADJUSTED
 NF1664* NAVD 88 ORTHO HEIGHT -   214.72  (meters)      704.5   (feet) GPS OBS
 NF1664  ______________________________________________________________________
 NF1664  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1664  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 NF1664  NAD 83(1994) X  -    342,727.870 (meters)                     COMP
 NF1664  NAD 83(1994) Y  - -4,695,022.775 (meters)                     COMP
 NF1664  NAD 83(1994) Z  -  4,289,318.678 (meters)                     COMP
 NF1664  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 NF1664  HORZ ORDER      -  FIRST
 NF1664  ELLP ORDER      -  FOURTH    CLASS I
 NF1664
 NF1664.This mark is at Padgham Field Airport (35D)
 NF1664
 NF1664.The horizontal coordinates were established by GPS observations
 NF1664.and adjusted by the National Geodetic Survey in February 1997.
 NF1664
 NF1664.The orthometric height was determined by GPS observations and a
 NF1664.high-resolution geoid model.
 NF1664
 NF1664.GPS derived orthometric heights for airport stations designated as
 NF1664.PACS or SACS are published to 2 decimal places.  This maintains
 NF1664.centimeter relative accuracy between the PACS and SACS.  It does
 NF1664.not indicate centimeter accuracy relative to other marks which are
 NF1664.part of the published vertical control network.
 NF1664
 NF1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1664.GEOID18 height accuracy estimate available here.
 NF1664
 NF1664.Click photographs - Photos may exist for this station.
 NF1664
 NF1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1664
 NF1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1664
 NF1664.The ellipsoidal height was determined by GPS observations
 NF1664.and is referenced to NAD 83.
 NF1664
 NF1664. The following values were computed from the NAD 83(1994) position.
 NF1664
 NF1664;                    North         East     Units Scale Factor Converg.
 NF1664;SPC MI S     -   115,480.904 3,880,205.709   MT  0.99992593   -0 59 32.6
 NF1664;SPC MI S     -   378,874.36 12,730,333.69   iFT  0.99992593   -0 59 32.6
 NF1664;UTM  16      - 4,709,326.957   596,505.669   MT  0.99971458   +0 47 39.8
 NF1664
 NF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1664!SPC MI S     -   0.99997153  x   0.99992593  =   0.99989746
 NF1664!UTM  16      -   0.99997153  x   0.99971458  =   0.99968612
 NF1664
 NF1664:                Primary Azimuth Mark                     Grid Az
 NF1664:SPC MI S     -  ALLEPORT                                 095 41 18.1
 NF1664:UTM  16      -  ALLEPORT                                 093 54 05.7
 NF1664
 NF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9650509326(NAD 83)
 NF1664
 NF1664|---------------------------------------------------------------------|
 NF1664| PID    Reference Object                     Distance      Geod. Az  |
 NF1664|                                                           dddmmss.s |
 NF1664| NF1665 ALLEPORT                            APPROX. 0.6 KM 0944145.5 |
 NF1664|---------------------------------------------------------------------|
 NF1664
 NF1664                          SUPERSEDED SURVEY CONTROL
 NF1664
 NF1664  ELLIP H (02/03/97)  181.563  (m)                       GP(       ) 4 1
 NF1664  NAD 83(1986)-  42 31 49.09517(N)    085 49 29.73768(W) AD(       ) 1
 NF1664  NAD 83(1986)-  42 31 49.09525(N)    085 49 29.73742(W) AD(       ) 3
 NF1664  NGVD 29 (03/27/91)  214.94   (m)  OSU 89B  model used  GPS OBS        
 NF1664
 NF1664.Superseded values are not recommended for survey control.
 NF1664
 NF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1664.See file dsdata.pdf to determine how the superseded data were derived.
 NF1664
 NF1664_MARKER: I = METAL ROD
 NF1664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1664_STAMPING: ALLEPORT 1989
 NF1664_MARK LOGO: NGS
 NF1664_PROJECTION: FLUSH
 NF1664_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1664+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1994
 NF1664_ROD/PIPE-DEPTH: 9.8 meters
 NF1664_SLEEVE-DEPTH  : 1.0 meters
 NF1664
 NF1664  HISTORY     - Date     Condition        Report By
 NF1664  HISTORY     - 1989     MONUMENTED       NGS
 NF1664  HISTORY     - 19940523 GOOD             NGS
 NF1664  HISTORY     - 19971011 GOOD             USPSQD
 NF1664  HISTORY     - 20230919 MARK NOT FOUND   WILWRK
 NF1664
 NF1664                          STATION DESCRIPTION
 NF1664
 NF1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1664'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) EAST OF ALLEGAN, AT THE
 NF1664'ALLEGAN PADGHAM FIELD AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE EAST
 NF1664'END OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF ALLEGAN, C/O AIRPORT
 NF1664'MANAGER ROBERT ZAPF, 740 GRAND STREET, ALLEGAN MI 49010.  PHONE IS
 NF1664'(616) 673-4157.
 NF1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40, 89 AND
 NF1664'222 IN ALLEGAN, GO EASTERLY FOR 2.2 KM (1.35 MI) ON HIGHWAY 222 TO A
 NF1664'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE
 NF1664'AIRPORT ENTRANCE ROAD TO THE AIRPORT PARKING AREA LEFT.  TURN LEFT AND
 NF1664'GO EAST FOR 30 METERS ACROSS THE PARKING AREA TO A DIM TRACK ROAD LEFT
 NF1664'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO NORTH THEN EAST THEN
 NF1664'SOUTH FOR 80 METERS ON THE DIM TRACK ROAD TO THE APRON.  CONTINUE
 NF1664'SOUTH THEN SOUTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A
 NF1664'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 1.1
 NF1664'KM (0.70 MI) ON THE PAVED RUNWAY TO THE STATION RIGHT, ON TOP OF A
 NF1664'BERM JUST BEFORE THE END OF THE PAVED RUNWAY.
 NF1664'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1664'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 NF1664'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1664'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1664'LOCATED 35.6 M (116.8 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 NF1664'PAVED RUNWAY, 31.5 M (103.3 FT) SOUTHEAST FROM THE SOUTHEAST SUPPORT
 NF1664'LEG FOR A VASI, 27.3 M (89.6 FT) SOUTH FROM THE SOUTH EDGE OF THE
 NF1664'PAVED RUNWAY AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 NF1664'DESCRIBED BY K.L. FANCHER.
 NF1664'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1664
 NF1664                          STATION RECOVERY (1994)
 NF1664
 NF1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1664'STATION IS LOCATED IN THE NORTHEAST SECTION OF ALLEGAN, AT PADGHAM
 NF1664'FIELD AIRPORT, AT THE EAST END OF RUNWAY 27.  OWNERSHIP--CITY OF
 NF1664'ALLEGAN, 740 GRAND STREET, ALLEGAN, MI 49010.  AIRPORT MANAGER IS DAN
 NF1664'DODGEN, PHONE 616-673-4157.  TO REACH FROM THE JUNCTION OF STATE
 NF1664'HIGHWAYS 40, 89 AND 222 ON THE WEST SIDE OF ALLEGAN, GO EAST ON
 NF1664'HIGHWAY 222 FOR 2.22 KM (1.35 MI) TO A ROAD RIGHT.  TURN RIGHT,
 NF1664'SOUTHERLY, ON ROAD FOR 0.10 KM (0.05 MI) TO THE AIRPORT PARKING LOT ON
 NF1664'THE LEFT.  BEAR LEFT ACROSS LOT FOR 50 M (164.0 FT) TO A GATE AT THE
 NF1664'AIRPORT OFFICE.  PASS THROUGH GATE, THEN BEAR RIGHT, SOUTH, ON APRON
 NF1664'FOR 0.13 KM (0.10 MI) TO THE PARALLEL TAXI ON THE LEFT.  TURN LEFT,
 NF1664'EAST, ON TAXI FOR 1.08 KM (0.65 MI) TO RUNWAY END AND THE STATION ON
 NF1664'THE SOUTH SIDE.  ACCESS COVER PROJECTS 1 CM ABOVE GROUND. STATION IS
 NF1664'27.3 M (89.6 FT) SOUTH OF THE RUNWAY EDGE, 35.9 M (117.8 FT) SOUTHWEST
 NF1664'OF THE SOUTHEAST CORNER OF THE RUNWAY, 35.4 M (116.1 FT) SOUTHEAST OF
 NF1664'THE SOUTHEAST LEG OF THE FRONT VASI, AND 35.9 M (117.8 FT)
 NF1664'WEST-SOUTHWEST OF THE REIL.  DESCRIBED BY G.R.  HEID.
 NF1664
 NF1664                          STATION RECOVERY (1997)
 NF1664
 NF1664'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1664'RECOVERED IN GOOD CONDITION.
 NF1664
 NF1664                          STATION RECOVERY (2023)
 NF1664
 NF1664'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 NF1664'PADGHAM FIELD RUNWAY AND TAXIWAYS WERE RECONSTRUCTED BETWEEN 2005 AND
 NF1664'2010.  THE FORMER RUNWAY 10-28 WAS OBLITERATED AND REPLACED WITH
 NF1664'RUNWAY 11-29.  CONSEQUENTLY BOTH ALLEPORT AND ALLEPORT_AZ_MK ARE GONE.
 NF1664'ALLEPORT_AZ_MK WAS S OF THE OLD RUNWAY AND ITS POSITION, UNDER NEW
 NF1664'RUNWAY AT W CONNECTING TAXIWAY, HAS BEEN PAVED OVER.  ALLEPORT ALSO
 NF1664'WAS S OF THE OLD RUNWAY.  ITS POSITION, NOW N OF THE NEW RUNWAY, WAS
 NF1664'STAKED OUT AND EXCAVATED TO A DEPTH OF 2.8 FT (0.9 M) AND NO EVIDENCE
 NF1664'OF THE MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0186 ***********************************************************************
 OK0186  DESIGNATION -  ALMA
 OK0186  PID         -  OK0186
 OK0186  STATE/COUNTY-  MI/GRATIOT
 OK0186  COUNTRY     -  US
 OK0186  USGS QUAD   -  ALMA NORTH (2017)
 OK0186
 OK0186                         *CURRENT SURVEY CONTROL
 OK0186  ______________________________________________________________________
 OK0186* NAD 83(1986) POSITION- 43 22 44.76   (N) 084 39 31.80   (W)   HD_HELD1
 OK0186* NAVD 88 ORTHO HEIGHT -   223.902 (meters)      734.59  (feet) ADJUSTED
 OK0186  ______________________________________________________________________
 OK0186  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 OK0186  DYNAMIC HEIGHT  -        223.860 (meters)      734.45  (feet) COMP
 OK0186  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 OK0186
 OK0186  VERT ORDER      -  FIRST     CLASS II
 OK0186
 OK0186.The horizontal coordinates were determined by differentially corrected
 OK0186.hand held GPS observations or other comparable positioning techniques
 OK0186.and have an estimated accuracy of +/- 3 meters.
 OK0186
 OK0186.The orthometric height was determined by differential leveling and
 OK0186.adjusted by the NATIONAL GEODETIC SURVEY
 OK0186.in October 2009.
 OK0186
 OK0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0186.GEOID18 height accuracy estimate available here.
 OK0186
 OK0186.Click photographs - Photos may exist for this station.
 OK0186
 OK0186.The dynamic height is computed by dividing the NAVD 88
 OK0186.geopotential number by the normal gravity value computed on the
 OK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0186.degrees latitude (g = 980.6199 gals.).
 OK0186
 OK0186.The modeled gravity was interpolated from observed gravity values.
 OK0186
 OK0186;                    North         East    Units  Estimated Accuracy
 OK0186;SPC MI S     -   208,771.0   3,976,324.8     MT  (+/- 3 meters HH1 GPS) 
 OK0186
 OK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8965005576(NAD 83)
 OK0186
 OK0186                          SUPERSEDED SURVEY CONTROL
 OK0186
 OK0186  NAVD 88 (06/15/91)  223.892  (m)          734.55   (f) SUPERSEDED  2 0
 OK0186  NGVD 29 (??/??/92)  224.050  (m)          735.07   (f) ADJ UNCH    2 0
 OK0186
 OK0186.Superseded values are not recommended for survey control.
 OK0186
 OK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0186.See file dsdata.pdf to determine how the superseded data were derived.
 OK0186
 OK0186_MARKER: DB = BENCH MARK DISK
 OK0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0186_STAMPING: ALMA 1934
 OK0186_MARK LOGO: CGS
 OK0186_PROJECTION: PROJECTING 30 CENTIMETERS
 OK0186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OK0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0186+STABILITY: SURFACE MOTION
 OK0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0186+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 OK0186
 OK0186  HISTORY     - Date     Condition        Report By
 OK0186  HISTORY     - 1934     MONUMENTED       CGS
 OK0186  HISTORY     - 20010620 GOOD             USPSQD
 OK0186  HISTORY     - 20080326 GOOD             COLEM
 OK0186  HISTORY     - 20121115 GOOD             GEODES
 OK0186
 OK0186                          STATION DESCRIPTION
 OK0186
 OK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0186'AT ALMA.
 OK0186'AT ALMA, GRATIOT COUNTY, AT THE SOUTHEAST CORNER OF THE CITY
 OK0186'HALL, AT THE NORTHWEST CORNER OF EAST SUPERIOR AND GRATIOT
 OK0186'AVENUES, 11 YARDS WEST OF THE CURB OF GRATIOT AVENUE, AND 7
 OK0186'YARDS NORTH OF THE CURB OF EAST SUPERIOR AVENUE.  A STANDARD
 OK0186'DISK, STAMPED ALMA 1934.
 OK0186
 OK0186                          STATION RECOVERY (2001)
 OK0186
 OK0186'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0186'RECOVERED IN GOOD CONDITION.
 OK0186
 OK0186                          STATION RECOVERY (2008)
 OK0186
 OK0186'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OK0186'RECOVERED IN GOOD CONDITION.  NOTE--THE ADDITIONAL TIE AS FOLLOWS, 6.0
 OK0186'FT (1.8 M) WEST OF THE BASE OF A BRICK SIGN --FIREMAN'S MEMORIAL--.
 OK0186
 OK0186                          STATION RECOVERY (2012)
 OK0186
 OK0186'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2012 (GMB)
 OK0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0539 ***********************************************************************
 OK0539  DESIGNATION -  ALMA CONSUMERS L AND P STACK
 OK0539  PID         -  OK0539
 OK0539  STATE/COUNTY-  MI/GRATIOT
 OK0539  COUNTRY     -  US
 OK0539  USGS QUAD   -  ALMA NORTH (2017)
 OK0539
 OK0539                         *CURRENT SURVEY CONTROL
 OK0539  ______________________________________________________________________
 OK0539* NAD 83(1994) POSITION- 43 22 38.49024(N) 084 39 08.53437(W)   ADJUSTED
 OK0539  ______________________________________________________________________
 OK0539  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 OK0539  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 OK0539  HORZ ORDER      -  THIRD
 OK0539
 OK0539.The horizontal coordinates were established by classical geodetic methods
 OK0539.and adjusted by the National Geodetic Survey in February 1997.
 OK0539
 OK0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0539.GEOID18 height accuracy estimate available here.
 OK0539
 OK0539.Click photographs - Photos may exist for this station.
 OK0539
 OK0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0539
 OK0539. The following values were computed from the NAD 83(1994) position.
 OK0539
 OK0539;                    North         East     Units Scale Factor Converg.
 OK0539;SPC MI S     -   208,575.765 3,976,847.840   MT  0.99994376   -0 11 39.9
 OK0539;SPC MI S     -   684,303.69 13,047,401.05   iFT  0.99994376   -0 11 39.9
 OK0539;UTM  16      - 4,805,397.872   690,179.333   MT  1.00004492   +1 36 46.2
 OK0539
 OK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9017905397(NAD 83)
 OK0539
 OK0539                          SUPERSEDED SURVEY CONTROL
 OK0539
 OK0539  NAD 83(1986)-  43 22 38.48542(N)    084 39 08.54872(W) AD(       ) 3
 OK0539  NAD 27      -  43 22 38.37533(N)    084 39 08.51899(W) AD(       ) 3
 OK0539
 OK0539.Superseded values are not recommended for survey control.
 OK0539
 OK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0539.See file dsdata.pdf to determine how the superseded data were derived.
 OK0539
 OK0539_MARKER: 63 = STACK
 OK0539
 OK0539  HISTORY     - Date     Condition        Report By
 OK0539  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0539
 OK0539                          STATION DESCRIPTION
 OK0539
 OK0539'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0638 ***********************************************************************
 OK0638  DESIGNATION -  ALMAPORT
 OK0638  PID         -  OK0638
 OK0638  STATE/COUNTY-  MI/GRATIOT
 OK0638  COUNTRY     -  US
 OK0638  USGS QUAD   -  ALMA SOUTH (2017)
 OK0638
 OK0638                         *CURRENT SURVEY CONTROL
 OK0638  ______________________________________________________________________
 OK0638* NAD 83(2011) POSITION- 43 19 23.75408(N) 084 41 11.68345(W)   NO CHECK
 OK0638* NAD 83(2011) ELLIP HT-   195.957 (meters)        (06/27/12)   NO CHECK
 OK0638* NAD 83(2011) EPOCH   -  2010.00
 OK0638* NAVD 88 ORTHO HEIGHT -   228.9   (meters)      751.    (feet) GPS OBS
 OK0638  ______________________________________________________________________
 OK0638  NAVD 88 orthometric height was determined with geoid model    GEOID93
 OK0638  GEOID HEIGHT    -        -32.667 (meters)                     GEOID93
 OK0638  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 OK0638  NAD 83(2011) X  -    430,378.980 (meters)                     COMP
 OK0638  NAD 83(2011) Y  - -4,627,558.736 (meters)                     COMP
 OK0638  NAD 83(2011) Z  -  4,353,832.382 (meters)                     COMP
 OK0638  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 OK0638
 OK0638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0638  Standards:
 OK0638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0638  -------------------------------------------------------------------
 OK0638  NETWORK    3.18   8.43           1.48   1.03   4.30     -0.11985816
 OK0638  -------------------------------------------------------------------
 OK0638  Click here for local accuracies and other accuracy information.
 OK0638
 OK0638.This mark is at Gratiot Community Airport (AMN)
 OK0638
 OK0638.The horizontal coordinates were established by GPS observations
 OK0638.and adjusted by the National Geodetic Survey in June 2012.
 OK0638
 OK0638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0638.been affixed to the stable North American tectonic plate. See 
 OK0638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0638
 OK0638.The horizontal coordinates are valid at the epoch date displayed above
 OK0638.which is a decimal equivalence of Year/Month/Day.
 OK0638
 OK0638.No horizontal observational check was made to the station.
 OK0638
 OK0638.The orthometric height was determined by GPS observations and a
 OK0638.high-resolution geoid model.
 OK0638
 OK0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0638.GEOID18 height accuracy estimate available here.
 OK0638
 OK0638.Click photographs - Photos may exist for this station.
 OK0638
 OK0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0638
 OK0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0638
 OK0638.The ellipsoidal height was determined by GPS observations
 OK0638.and is referenced to NAD 83.
 OK0638
 OK0638. The following values were computed from the NAD 83(2011) position.
 OK0638
 OK0638;                    North         East     Units Scale Factor Converg.
 OK0638;SPC MI S     -   202,576.390 3,974,052.950   MT  0.99993609   -0 13 03.8
 OK0638;SPC MI S     -   664,620.70 13,038,231.46   iFT  0.99993609   -0 13 03.8
 OK0638;UTM  16      - 4,799,312.776   687,574.684   MT  1.00003282   +1 35 15.8
 OK0638
 OK0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0638!SPC MI S     -   0.99996927  x   0.99993609  =   0.99990536
 OK0638!UTM  16      -   0.99996927  x   1.00003282  =   1.00000209
 OK0638
 OK0638:                Primary Azimuth Mark                     Grid Az
 OK0638:SPC MI S     -  ALMAPORT AZ MK                           090 25 32.5
 OK0638:UTM  16      -  ALMAPORT AZ MK                           088 37 12.9
 OK0638
 OK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8757499312(NAD 83)
 OK0638
 OK0638|---------------------------------------------------------------------|
 OK0638| PID    Reference Object                     Distance      Geod. Az  |
 OK0638|                                                           dddmmss.s |
 OK0638| OK0639 ALMAPORT AZ MK                      APPROX. 0.7 KM 0901228.7 |
 OK0638|---------------------------------------------------------------------|
 OK0638
 OK0638                          SUPERSEDED SURVEY CONTROL
 OK0638
 OK0638  NAD 83(2007)-  43 19 23.75417(N)    084 41 11.68419(W) AD(2002.00) 0
 OK0638  ELLIP H (02/10/07)  195.975  (m)                       GP(2002.00)    
 OK0638  ELLIP H (07/12/02)  195.972  (m)                       GP(       ) 4 2
 OK0638  NAD 83(1994)-  43 19 23.75437(N)    084 41 11.68460(W) AD(       ) 1
 OK0638  ELLIP H (09/20/95)  195.976  (m)                       GP(       ) 1 2
 OK0638  NAD 83(1986)-  43 19 23.74478(N)    084 41 11.69970(W) AD(       ) 1
 OK0638  NAD 83(1986)-  43 19 23.76775(N)    084 41 11.72278(W) AD(       ) 3
 OK0638  NAVD 88 (09/30/91)  228.5    (m)  UNKNOWN  model used  GPS OBS        
 OK0638  NGVD 29 (03/27/91)  229.0    (m)  OSU 89B  model used  GPS OBS        
 OK0638
 OK0638.Superseded values are not recommended for survey control.
 OK0638
 OK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0638.See file dsdata.pdf to determine how the superseded data were derived.
 OK0638
 OK0638_MARKER: I = METAL ROD
 OK0638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0638_STAMPING: ALMAPORT 1989
 OK0638_MARK LOGO: NGS
 OK0638_PROJECTION: FLUSH
 OK0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0638+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0638_ROD/PIPE-DEPTH: 5.5 meters
 OK0638_SLEEVE-DEPTH  : 1.0 meters
 OK0638
 OK0638  HISTORY     - Date     Condition        Report By
 OK0638  HISTORY     - 1989     MONUMENTED       NGS
 OK0638  HISTORY     - 19940521 GOOD             NGS
 OK0638  HISTORY     - 20010620 GOOD             USPSQD
 OK0638
 OK0638                          STATION DESCRIPTION
 OK0638
 OK0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0638'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHWEST OF ALMA, AT
 OK0638'THE ALMA GRATIOT COMMUNITY AIRPORT, IN THE NORTHEAST ANGLE OF THE
 OK0638'JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY
 OK0638'OF ALMA AND GRATIOT COUNTY, C/O AIRPORT MANAGER JERRY HOLLENBECK, 3999
 OK0638'WEST SEAMAN ROAD, ALMA MI 48801.  PHONE IS (517) 463-5430.
 OK0638'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO SOUTH FOR 0.3 KM
 OK0638'(0.20 MI) ON STATE STREET TO A T-JUNCTION.  TURN RIGHT AND GO WEST
 OK0638'THEN SOUTH FOR 5.4 KM (3.35 MI) ON ELY STREET, RIVERSIDE DRIVE,
 OK0638'LINCOLN AVENUE AND ALGER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 OK0638'GO WEST FOR 1.6 KM (1.00 MI) ON SEAMAN ROAD TO A PAVED CROSSROAD. TURN
 OK0638'LEFT AND GO SOUTHERLY FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE
 OK0638'ROAD TO A PAVED ROAD LEFT AND THE AIRPORT OFFICE.  TURN LEFT AND GO
 OK0638'EAST THEN SOUTH FOR 0.1 KM (0.05 MI), PASSING TO THE NORTH THEN EAST
 OK0638'OF THE AIRPORT OFFICE, ON THE PAVED ROAD TO A GATE AND THE APRON. TURN
 OK0638'RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A
 OK0638'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI)
 OK0638'ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 OK0638'RUNWAY 09-27.
 OK0638'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0638'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE
 OK0638'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OK0638'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OK0638'39.4 M (129.3 FT) NORTHEAST FROM THE JUNCTION OF THE NORTH EDGE OF
 OK0638'RUNWAY 09-27 AND THE CENTER OF THE CONNECTING TAXIWAY, 25.7 M
 OK0638'(84.3 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 18.8 M
 OK0638'(61.7 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27.
 OK0638'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0638'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0638'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0638
 OK0638                          STATION RECOVERY (1994)
 OK0638
 OK0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0638'NOTE--ROUTE TO STATION HAS SEVERAL EXTRA TURNS BECAUSE OF DETOURS FOR
 OK0638'ROAD CONSTRUCTION.  STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST
 OK0638'OF ALMA, AT THE GRATIOT COMMUNITY AIRPORT, IN THE NORTHEAST ANGLE OF
 OK0638'THE JUNCTION OF RUNWAY 9-27 AND A TAXI.  OWNERSHIP--CITY OF ALMA AND
 OK0638'GRATIOT COUNTY.  AIRPORT MANAGER IS JERRY HOLLENBECK, PHONE
 OK0638'517-463-5430.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.
 OK0638'HIGHWAYS 27 AND 27 BUSINESS ON THE EAST SIDE OF ALMA, GO WEST ON
 OK0638'HIGHWAY 27 BUSINESS FOR 4.78 KM (2.95 MI) TO A CROSS STREET IN
 OK0638'DOWNTOWN ALMA.  TURN LEFT, SOUTH, ON STATE STREET FOR 0.51 KM (0.30
 OK0638'MI) TO A T-ROAD.  TURN RIGHT, WEST, ON ELY STREET FOR 30 M (98.4 FT)
 OK0638'TO A STREET LEFT.  TURN LEFT, SOUTH, ON SOUTH STATE STREET FOR 0.50 KM
 OK0638'(0.30 MI) TO A CROSS STREET.  TURN RIGHT, WEST, ON ELIZABETH STREET
 OK0638'FOR 0.35 KM (0.20 MI) TO A T-ROAD.  TURN LEFT, SOUTH, ON LINCOLN
 OK0638'AVENUE (BECOMES ALGER ROAD) FOR 4.65 KM (2.90 MI) TO A CROSSROAD.
 OK0638'TURN RIGHT, WEST, ON SEAMAN ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.
 OK0638'TURN LEFT, SOUTH, ON LUCE ROAD FOR 0.19 KM (0.10 MI) TO A DRIVE LEFT
 OK0638'JUST BEFORE REACHING THE AIRPORT OFFICE. TURN LEFT, THEN RIGHT, SOUTH,
 OK0638'ON DRIVE FOR 0.10 KM (0.05 MI) TO A GATE AT THE APRON.  PASS THROUGH
 OK0638'GATE, THEN BEAR RIGHT, SOUTHWEST, ACROSS APRON FOR 0.13 KM (0.10 MI)
 OK0638'TO A TAXI ON THE LEFT.  BEAR LEFT, SOUTH, ON TAXI FOR 0.16 KM (0.10
 OK0638'MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 OK0638'ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 30.5 M (100.1 FT)
 OK0638'NORTH OF THE RUNWAY CENTER, 34.7 M (113.8 FT) EAST OF THE TAXI CENTER,
 OK0638'13.5 M (44.3 FT) NORTH-NORTHEAST OF THE NORTH ONE OF THREE TAXI
 OK0638'LIGHTS, 37.0 M (121.4 FT) SOUTHEAST OF THE EAST END OF THE 9-27 RAMP
 OK0638'SIGN, AND 20.5 M (67.3 FT) NORTHEAST OF THE CURVED PAVEMENT EDGE.
 OK0638'DESCRIBED BY G.R.  HEID..
 OK0638
 OK0638                          STATION RECOVERY (2001)
 OK0638
 OK0638'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0639 ***********************************************************************
 OK0639  DESIGNATION -  ALMAPORT AZ MK
 OK0639  PID         -  OK0639
 OK0639  STATE/COUNTY-  MI/GRATIOT
 OK0639  COUNTRY     -  US
 OK0639  USGS QUAD   -  ALMA SOUTH (2017)
 OK0639
 OK0639                         *CURRENT SURVEY CONTROL
 OK0639  ______________________________________________________________________
 OK0639* NAD 83(1994) POSITION- 43 19 23.67150(N) 084 40 40.84517(W)   ADJUSTED
 OK0639* NAD 83(1994) ELLIP HT-   195.962 (meters)        (07/17/02)   ADJUSTED
 OK0639* NAVD 88 ORTHO HEIGHT -   228.5   (meters)      750.    (feet) GPS OBS
 OK0639  ______________________________________________________________________
 OK0639  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0639  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 OK0639  NAD 83(1994) X  -    431,070.996 (meters)                     COMP
 OK0639  NAD 83(1994) Y  - -4,627,496.083 (meters)                     COMP
 OK0639  NAD 83(1994) Z  -  4,353,830.531 (meters)                     COMP
 OK0639  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 OK0639  HORZ ORDER      -  FIRST
 OK0639  ELLP ORDER      -  FOURTH    CLASS I
 OK0639
 OK0639.This mark is at Gratiot Community Airport (AMN)
 OK0639
 OK0639.The horizontal coordinates were established by GPS observations
 OK0639.and adjusted by the National Geodetic Survey in February 1997.
 OK0639
 OK0639.The orthometric height was determined by GPS observations and a
 OK0639.high-resolution geoid model.
 OK0639
 OK0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0639.GEOID18 height accuracy estimate available here.
 OK0639
 OK0639.Click photographs - Photos may exist for this station.
 OK0639
 OK0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0639
 OK0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0639
 OK0639.The ellipsoidal height was determined by GPS observations
 OK0639.and is referenced to NAD 83.
 OK0639
 OK0639. The following values were computed from the NAD 83(1994) position.
 OK0639
 OK0639;                    North         East     Units Scale Factor Converg.
 OK0639;SPC MI S     -   202,571.237 3,974,747.714   MT  0.99993609   -0 12 42.8
 OK0639;SPC MI S     -   664,603.80 13,040,510.87   iFT  0.99993609   -0 12 42.8
 OK0639;UTM  16      - 4,799,329.516   688,269.333   MT  1.00003603   +1 35 37.0
 OK0639
 OK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0639!SPC MI S     -   0.99996927  x   0.99993609  =   0.99990536
 OK0639!UTM  16      -   0.99996927  x   1.00003603  =   1.00000530
 OK0639
 OK0639:                Primary Azimuth Mark                     Grid Az
 OK0639:SPC MI S     -  ALMAPORT                                 270 25 32.6
 OK0639:UTM  16      -  ALMAPORT                                 268 37 12.8
 OK0639
 OK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8826999329(NAD 83)
 OK0639
 OK0639|---------------------------------------------------------------------|
 OK0639| PID    Reference Object                     Distance      Geod. Az  |
 OK0639|                                                           dddmmss.s |
 OK0639| OK0638 ALMAPORT                            APPROX. 0.7 KM 2701249.8 |
 OK0639|---------------------------------------------------------------------|
 OK0639
 OK0639                          SUPERSEDED SURVEY CONTROL
 OK0639
 OK0639  ELLIP H (02/03/97)  195.966  (m)                       GP(       ) 4 1
 OK0639  NAD 83(1986)-  43 19 23.66190(N)    084 40 40.86035(W) AD(       ) 1
 OK0639  NAD 83(1986)-  43 19 23.68488(N)    084 40 40.88355(W) AD(       ) 3
 OK0639  NGVD 29 (03/27/91)  228.9    (m)  OSU 89B  model used  GPS OBS        
 OK0639
 OK0639.Superseded values are not recommended for survey control.
 OK0639
 OK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0639.See file dsdata.pdf to determine how the superseded data were derived.
 OK0639
 OK0639_MARKER: F = FLANGE-ENCASED ROD
 OK0639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0639_STAMPING: ALMAPORT AZ MK 1989
 OK0639_MARK LOGO: NGS
 OK0639_PROJECTION: FLUSH
 OK0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0639+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 OK0639_ROD/PIPE-DEPTH: 5.5 meters
 OK0639_SLEEVE-DEPTH  : 1.0 meters
 OK0639
 OK0639  HISTORY     - Date     Condition        Report By
 OK0639  HISTORY     - 1989     MONUMENTED       NGS
 OK0639  HISTORY     - 20010620 GOOD             USPSQD
 OK0639  HISTORY     - 20200902 GOOD             GEOPRO
 OK0639
 OK0639                          STATION DESCRIPTION
 OK0639
 OK0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0639'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHWEST OF ALMA, AT
 OK0639'THE ALMA GRATIOT COMMUNITY AIRPORT, ALONG THE NORTH EDGE AND NEAR THE
 OK0639'EAST END OF RUNWAY 09-27.  OWNERSHIP---CITY OF ALMA AND GRATIOT
 OK0639'COUNTY, C/O AIRPORT MANAGER JERRY HOLLENBECK, 3999 WEST SEAMAN ROAD,
 OK0639'ALMA MI 48801.  PHONE IS (517) 463-5430.
 OK0639'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO SOUTH FOR 0.3 KM
 OK0639'(0.20 MI) ON STATE STREET TO A T-JUNCTION.  TURN RIGHT AND GO WEST
 OK0639'THEN SOUTHERLY FOR 5.4 KM (3.35 MI) ON ELY STREET, RIVERSIDE DRIVE,
 OK0639'LINCOLN AVENUE AND ALGER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 OK0639'GO WEST FOR 1.6 KM (1.00 MI) ON SEAMAN ROAD TO A PAVED CROSSROAD. TURN
 OK0639'LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO
 OK0639'A PAVED ROAD LEFT AND THE AIRPORT OFFICE.  TURN LEFT AND GO EAST THEN
 OK0639'SOUTH FOR 0.1 KM (0.05 MI), PASSING TO THE NORTH THEN EAST OF THE
 OK0639'AIRPORT OFFICE, TO A GATE AND THE APRON.  TURN RIGHT AND GO SOUTHWEST
 OK0639'FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY LEFT. TURN LEFT AND
 OK0639'GO SOUTH FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO RUNWAY 09-27.
 OK0639'TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON RUNWAY 09-27 TO THE
 OK0639'STATION ON THE LEFT JUST BEFORE A PAVED TURN-AROUND LEFT. THE STATION
 OK0639'IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM BELOW GROUND
 OK0639'DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE FILLED SLEEVE
 OK0639'EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE COVERED BY A
 OK0639'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 20.2 M
 OK0639'(66.3 FT) NORTHWEST FROM THE JUNCTION OF THE NORTH EDGE OF RUNWAY
 OK0639'09-27 AND THE SOUTHWEST CORNER OF A PAVED TURNAROUND, 19.3 M
 OK0639'(63.3 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27 AND 19.2 M
 OK0639'(63.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A PAVED TURN
 OK0639'AROUND.
 OK0639'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0639'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0639'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0639
 OK0639                          STATION RECOVERY (2001)
 OK0639
 OK0639'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0639'RECOVERED IN GOOD CONDITION.
 OK0639
 OK0639                          STATION RECOVERY (2020)
 OK0639
 OK0639'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2020 (CTS)
 OK0639'CURRENT PUBLISHED ORTHOMETRIC HEIGHT IS BASED ON GEOID03 AND DIFFERS
 OK0639'FROM GEOID18 BY 0.6 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1227 ***********************************************************************
 NE1227  DESIGNATION -  ALMONT
 NE1227  PID         -  NE1227
 NE1227  STATE/COUNTY-  MI/LAPEER
 NE1227  COUNTRY     -  US
 NE1227  USGS QUAD   -  ALMONT (2017)
 NE1227
 NE1227                         *CURRENT SURVEY CONTROL
 NE1227  ______________________________________________________________________
 NE1227* NAD 83(1994) POSITION- 42 53 51.14982(N) 083 05 17.11811(W)   ADJUSTED
 NE1227* NAVD 88 ORTHO HEIGHT -   341.8   (meters)     1121.    (feet) VERTCON3
 NE1227  ______________________________________________________________________
 NE1227  GEOID HEIGHT    -        -34.869 (meters)                     GEOID18
 NE1227  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 NE1227  HORZ ORDER      -  FIRST
 NE1227
 NE1227.The horizontal coordinates were established by classical geodetic methods
 NE1227.and adjusted by the National Geodetic Survey in February 1997.
 NE1227
 NE1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1227
 NE1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1227.GEOID18 height accuracy estimate available here.
 NE1227
 NE1227.Click photographs - Photos may exist for this station.
 NE1227
 NE1227.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1227
 NE1227. The following values were computed from the NAD 83(1994) position.
 NE1227
 NE1227;                    North         East     Units Scale Factor Converg.
 NE1227;SPC MI S     -   156,028.189 4,104,415.838   MT  0.99990690   +0 52 12.4
 NE1227;SPC MI S     -   511,903.51 13,465,931.23   iFT  0.99990690   +0 52 12.4
 NE1227;UTM  17      - 4,751,552.136   329,518.007   MT  0.99995757   -1 25 18.1
 NE1227
 NE1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1227!SPC MI S     -   0.99995187  x   0.99990690  =   0.99985878
 NE1227!UTM  17      -   0.99995187  x   0.99995757  =   0.99990944
 NE1227
 NE1227:                Primary Azimuth Mark                     Grid Az
 NE1227:SPC MI S     -  ALMONT AZ MK                             019 19 06.4
 NE1227:UTM  17      -  ALMONT AZ MK                             021 36 36.9
 NE1227
 NE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2951851552(NAD 83)
 NE1227
 NE1227|---------------------------------------------------------------------|
 NE1227| PID    Reference Object                     Distance      Geod. Az  |
 NE1227|                                                           dddmmss.s |
 NE1227| CH0733 ALMONT AZ MK                                       0201118.8 |
 NE1227| NE1225 ALMONT MUNICIPAL TANK               APPROX. 4.3 KM 0535659.8 |
 NE1227| NE1226 ALMONT CONG CHURCH SPIRE            APPROX. 4.4 KM 0543019.5 |
 NE1227| CH0734 ALMONT RM 1                          21.911 METERS 09414     |
 NE1227| CH0735 ALMONT RM 2                          30.986 METERS 18012     |
 NE1227|---------------------------------------------------------------------|
 NE1227
 NE1227                          SUPERSEDED SURVEY CONTROL
 NE1227
 NE1227  NAD 83(1986)-  42 53 51.14505(N)    083 05 17.15079(W) AD(       ) 1
 NE1227  NAD 27      -  42 53 51.04254(N)    083 05 17.37675(W) AD(       ) 1
 NE1227  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 NE1227
 NE1227.Superseded values are not recommended for survey control.
 NE1227
 NE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1227.See file dsdata.pdf to determine how the superseded data were derived.
 NE1227
 NE1227_MARKER: DS = TRIANGULATION STATION DISK
 NE1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1227_STAMPING: ALMONT 1943
 NE1227_MARK LOGO: CGS
 NE1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1227+STABILITY: SURFACE MOTION
 NE1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1227+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1227
 NE1227  HISTORY     - Date     Condition        Report By
 NE1227  HISTORY     - 1943     MONUMENTED       CGS
 NE1227  HISTORY     - 1977     GOOD             NGS
 NE1227  HISTORY     - 19970706 GOOD             USPSQD
 NE1227  HISTORY     - 20060905 GOOD             INDIV
 NE1227
 NE1227                          STATION DESCRIPTION
 NE1227
 NE1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1227'THE STATION IS LOCATED 2.5 MILES SW OF ALMONT, ON THE SUMMIT OF A
 NE1227'PROMINENT WOODED HILL.  IT IS 19.6 FEET S OF A TRIANGULAR-BLAZED
 NE1227'12-INCH OAK TREE, 19 FEET N OF A TRIANGULAR-BLAZED 10-INCH OAK TREE,
 NE1227'14.6 FEET SE OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, 4.2 FEET W OF A
 NE1227'REFERENCE POST.  THE DISK IS STAMPED ALMONT 1943.
 NE1227'
 NE1227'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1227'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1227'
 NE1227'REFERENCE MARK 1 IS 71.76 FEET E OF THE STATION, 54 FEET E OF A
 NE1227'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE MARK IS ABOUT 5 FEET LOWER IN
 NE1227'ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED ALMONT NO 1
 NE1227'1943.
 NE1227'
 NE1227'REFERENCE MARK 2 IS 101.61 FEET S OF THE STATION, 82 FEET S OF A
 NE1227'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE MARK IS ABOUT 6 FEET LOWER IN
 NE1227'ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED ALMONT NO 2
 NE1227'1943.
 NE1227'
 NE1227'THE AZIMUTH MARK IS 0.35 MILE NE OF THE STATION, 73 FEET NW OF THE NW
 NE1227'CORNER OF THE W. M. HICKS FARMHOUSE.  IT IS 34 FEET W OF THE NE CORNER
 NE1227'FENCEPOST OF PASTURE LAND, 29 FEET S OF THE CENTER LINE OF A GRAVELED
 NE1227'ROAD, 2.6 FEET W OF A REFERENCE POST, 2 FEET N OF AN E-W FENCELINE.
 NE1227'THE DISK IS STAMPED ALMONT 1943.
 NE1227'
 NE1227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND ST.
 NE1227'CLAIR STREET IN ALMONT, GO W ON ST. CLAIR STREET FOR 2.0 MILES TO A
 NE1227'CROSSROADS AND A SCHOOLHOUSE ON THE LEFT, HERE TURN LEFT AND GO 1.1
 NE1227'MILES TO A CROSSROADS*.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 NE1227'WOODS ROAD RIGHT, TURN RIGHT AND MEANDER ON A W DIRECTION FOR 0.6 MILE
 NE1227'TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 NE1227'
 NE1227'*TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, GO W 0.1 MILE TO W.M.
 NE1227'HICKS FARMHOUSE IN THE LEFT AND MARK AS DESCRIBED.
 NE1227'
 NE1227'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 NE1227
 NE1227                          STATION RECOVERY (1977)
 NE1227
 NE1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1227'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 NE1227'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1 AND
 NE1227'2 AND THE AZIMUTH MARK COMPARED WITH THE 1943 DATA.  THE DISTANCE TO
 NE1227'REFERENCE MARK 1 IS LONGER BY 0.040 METERS.  THE DISTANCE TO REFERENCE
 NE1227'MARK 2 IS LONGER BY 0.015 METER.  THE STATION IS ON PROPERTY OWNED BY
 NE1227'CAMP SKYLINE, OF ALMONT, MICHIGAN.  A NEW DESCRIPTION FOLLOWS.
 NE1227'
 NE1227'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF THE SMALL VILLAGE
 NE1227'OF ALMONT, 9 MILES SOUTH OF IMLAY CITY.  IT IS IN THE EAST SIDE OF
 NE1227'SECTION 31, T 6 N, R 12 E.
 NE1227'
 NE1227'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH ON STATE
 NE1227'HIGHWAY 53 FOR 1.0 MILE TO A CROSSROAD (HOUGH ROAD)   TURN RIGHT GO
 NE1227'WEST ON HOUGH ROAD FOR 1.95 MILES TO A CROSSROAD (SAND HILL ROAD)  (TO
 NE1227'REACH AZIMUTH MARK, CONTINUE AHEAD ON HOUGH ROAD FOR 0.05 MILE TO THE
 NE1227'MARK ON THE LEFT.) TURN LEFT AND GO SOUTH ON SAND HILL ROAD FOR 0.3
 NE1227'MILE TO A SIDE ROAD RIGHT, AND LOCKED GATE AND SIGN (CAMP SKYLINE)
 NE1227'TURN RIGHT AND PASS THROUGH THE GATE, GO UPHILL FOR 0.5 MILE TO THE
 NE1227'FIRST RED BUILDING ON THE RIGHT.  HERE KEEP TO THE LEFT OF BUILDING
 NE1227'AND GO UPHILL FOR 0.05 MILE TO A SIGN (TRAIL)   CONTINUE STRAIGHT
 NE1227'AHEAD UPHILL FOR 0.05 MILE TO THE STATION ON THE HIGHEST POINT OF
 NE1227'HILL.
 NE1227'
 NE1227'STATION MARKS, STAMPED---ALMONT 1943---, ARE STANDARD DISKS.  THE
 NE1227'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NE1227'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET EAST
 NE1227'OF A 14-INCH TREE, 16.8 FEET WEST OF A 12-INCH TREE, 18.8 FEET
 NE1227'SOUTH-SOUTHEAST OF A 12-INCH TREE, AND 27.4 FEET NORTH OF THE
 NE1227'APPROXIMATE CENTER OF A TRAIL. 1943 DATA STATES THAT THERE IS AN
 NE1227'UNDERGROUND DISK.
 NE1227'
 NE1227'REFERENCE MARK 1, STAMPED---ALMONT NO 1 1943---, A STANDARD DISK SET
 NE1227'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NE1227'THE GROUND SURFACE.  IT IS 8.1 FEET EAST OF A 16-INCH TREE, 19.4 FEET
 NE1227'SOUTHWEST OF A 10-INCH TREE, AND 30.9 FEET SOUTH OF A TWIN TRUNKED
 NE1227'24-INCH TREE.
 NE1227'
 NE1227'REFERENCE MARK 2, STAMPED---ALMONT NO 2 1943---, A STANDARD DISK SET
 NE1227'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 NE1227'ABOVE THE GROUND SURFACE.  IT IS 20 FEET EAST OF A TWIN TRUNKED TREE,
 NE1227'20.4 FEET SOUTH OF AN 8-INCH TREE, AND 28.5 FEET NORTHWEST OF A
 NE1227'18-INCH TREE.
 NE1227'
 NE1227'AZIMUTH MARK, STAMPED---ALMONT 1943---, A STANDARD DISK SET IN THE TOP
 NE1227'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NE1227'SURFACE.  IT IS 6 FEET NORTH OF A FENCELINE, 29 FEET SOUTH OF THE
 NE1227'APPROXIMATE CENTER OF HOUGH ROAD, AND 73 FEET NORTHWEST OF THE
 NE1227'NORTHWEST CORNER OF A HOUSE.
 NE1227'
 NE1227'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 NE1227'LIGHT ABOVE THE STATION WAS 22.12 METERS.  DESCRIBED BY G.F.SMITH
 NE1227
 NE1227                          STATION RECOVERY (1997)
 NE1227
 NE1227'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1227'RECOVERED IN GOOD CONDITION.
 NE1227
 NE1227                          STATION RECOVERY (2006)
 NE1227
 NE1227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1227'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1226 ***********************************************************************
 NE1226  DESIGNATION -  ALMONT CONG CHURCH SPIRE
 NE1226  PID         -  NE1226
 NE1226  STATE/COUNTY-  MI/LAPEER
 NE1226  COUNTRY     -  US
 NE1226  USGS QUAD   -  ALMONT (2017)
 NE1226
 NE1226                         *CURRENT SURVEY CONTROL
 NE1226  ______________________________________________________________________
 NE1226* NAD 83(1994) POSITION- 42 55 14.81551(N) 083 02 37.43010(W)   ADJUSTED
 NE1226  ______________________________________________________________________
 NE1226  GEOID HEIGHT    -        -34.892 (meters)                     GEOID18
 NE1226  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 NE1226  HORZ ORDER      -  THIRD
 NE1226
 NE1226.The horizontal coordinates were established by classical geodetic methods
 NE1226.and adjusted by the National Geodetic Survey in February 1997.
 NE1226
 NE1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1226.GEOID18 height accuracy estimate available here.
 NE1226
 NE1226.Click photographs - Photos may exist for this station.
 NE1226
 NE1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1226
 NE1226. The following values were computed from the NAD 83(1994) position.
 NE1226
 NE1226;                    North         East     Units Scale Factor Converg.
 NE1226;SPC MI S     -   158,665.403 4,107,997.486   MT  0.99990707   +0 54 01.1
 NE1226;SPC MI S     -   520,555.78 13,477,682.04   iFT  0.99990707   +0 54 01.1
 NE1226;UTM  17      - 4,754,044.103   333,202.420   MT  0.99994228   -1 23 31.5
 NE1226
 NE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3320254044(NAD 83)
 NE1226
 NE1226                          SUPERSEDED SURVEY CONTROL
 NE1226
 NE1226  NAD 83(1986)-  42 55 14.80993(N)    083 02 37.46218(W) AD(       ) 3
 NE1226  NAD 27      -  42 55 14.70812(N)    083 02 37.69403(W) AD(       ) 3
 NE1226
 NE1226.Superseded values are not recommended for survey control.
 NE1226
 NE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1226.See file dsdata.pdf to determine how the superseded data were derived.
 NE1226
 NE1226_MARKER: 90 = CHURCH SPIRE
 NE1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1226+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1226
 NE1226  HISTORY     - Date     Condition        Report By
 NE1226  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1226  HISTORY     - 19970706 GOOD             USPSQD
 NE1226  HISTORY     - 20060905 GOOD             INDIV
 NE1226
 NE1226                          STATION DESCRIPTION
 NE1226
 NE1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1226'STATION IS THE TALL PYRAMIDAL SPIRE ATOP THE CLOCK AND
 NE1226'BELL TOWER OF THE
 NE1226'CONGREGATIONAL CHURCH LOCATED ON THE NE CORNER
 NE1226'OF E ST. CLAIR AND N BRISTOL STREETS
 NE1226'IN THE VILLAGE OF ALMONT.
 NE1226'THE CHURCH IS OF RED BRICK AND WAS BUILT IN 1873.
 NE1226'OBSERVATIONS
 NE1226'WERE MADE ON THE WEATHERVANE AT THE APEX OF THE SPIRE.
 NE1226
 NE1226                          STATION RECOVERY (1997)
 NE1226
 NE1226'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1226'RECOVERED IN GOOD CONDITION.
 NE1226
 NE1226                          STATION RECOVERY (2006)
 NE1226
 NE1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1226'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1225 ***********************************************************************
 NE1225  DESIGNATION -  ALMONT MUNICIPAL TANK
 NE1225  PID         -  NE1225
 NE1225  STATE/COUNTY-  MI/LAPEER
 NE1225  COUNTRY     -  US
 NE1225  USGS QUAD   -  ALMONT (2017)
 NE1225
 NE1225                         *CURRENT SURVEY CONTROL
 NE1225  ______________________________________________________________________
 NE1225* NAD 83(1994) POSITION- 42 55 12.51647(N) 083 02 44.96575(W)   ADJUSTED
 NE1225  ______________________________________________________________________
 NE1225  GEOID HEIGHT    -        -34.890 (meters)                     GEOID18
 NE1225  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 NE1225  HORZ ORDER      -  THIRD
 NE1225
 NE1225.The horizontal coordinates were established by classical geodetic methods
 NE1225.and adjusted by the National Geodetic Survey in February 1997.
 NE1225
 NE1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1225.GEOID18 height accuracy estimate available here.
 NE1225
 NE1225.Click photographs - Photos may exist for this station.
 NE1225
 NE1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1225
 NE1225. The following values were computed from the NAD 83(1994) position.
 NE1225
 NE1225;                    North         East     Units Scale Factor Converg.
 NE1225;SPC MI S     -   158,591.790 4,107,827.732   MT  0.99990707   +0 53 55.9
 NE1225;SPC MI S     -   520,314.27 13,477,125.10   iFT  0.99990707   +0 53 55.9
 NE1225;UTM  17      - 4,753,977.337   333,029.851   MT  0.99994298   -1 23 36.5
 NE1225
 NE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3302953977(NAD 83)
 NE1225
 NE1225                          SUPERSEDED SURVEY CONTROL
 NE1225
 NE1225  NAD 83(1986)-  42 55 12.51091(N)    083 02 44.99784(W) AD(       ) 3
 NE1225  NAD 27      -  42 55 12.40911(N)    083 02 45.22943(W) AD(       ) 3
 NE1225
 NE1225.Superseded values are not recommended for survey control.
 NE1225
 NE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1225.See file dsdata.pdf to determine how the superseded data were derived.
 NE1225
 NE1225_MARKER: 53 = ELEVATED TANK
 NE1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1225+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1225
 NE1225  HISTORY     - Date     Condition        Report By
 NE1225  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1225  HISTORY     - 19970706 GOOD             USPSQD
 NE1225  HISTORY     - 20060905 GOOD             INDIV
 NE1225
 NE1225                          STATION DESCRIPTION
 NE1225
 NE1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1225'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH FLAT
 NE1225'CONICAL ROOF ON
 NE1225'TOP OF THE 125-FOOT FOUR-LEGGED STEEL STRUCTURE
 NE1225'LOCATED ON THE S SIDE OF W ST.
 NE1225'CLAIR STREET BETWEEN BRANCH AND
 NE1225'MAIN STREETS IN THE VILLAGE OF ALMONT.  THE
 NE1225'LEGEND ALMONT IN
 NE1225'LARGE WHITE LETTERS IS PAINTED ON THE N AND S SIDES OF THE
 NE1225'TANK.
 NE1225'
 NE1225'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 NE1225
 NE1225                          STATION RECOVERY (1997)
 NE1225
 NE1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1225'RECOVERED IN GOOD CONDITION.
 NE1225
 NE1225                          STATION RECOVERY (2006)
 NE1225
 NE1225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1225'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0101 ***********************************************************************
 QJ0101  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QJ0101  DESIGNATION -  ALPENA 2
 QJ0101  PID         -  QJ0101
 QJ0101  STATE/COUNTY-  MI/ALPENA
 QJ0101  COUNTRY     -  US
 QJ0101  USGS QUAD   -  ALPENA (2017)
 QJ0101
 QJ0101                         *CURRENT SURVEY CONTROL
 QJ0101  ______________________________________________________________________
 QJ0101* NAD 83(2011) POSITION- 45 03 33.14733(N) 083 25 47.21402(W)   ADJUSTED
 QJ0101* NAD 83(2011) ELLIP HT-   141.065 (meters)        (06/27/12)   ADJUSTED
 QJ0101* NAD 83(2011) EPOCH   -  2010.00
 QJ0101* NAVD 88 ORTHO HEIGHT -   177.560 (meters)      582.54  (feet) ADJUSTED
 QJ0101  ______________________________________________________________________
 QJ0101  GEOID HEIGHT    -        -36.534 (meters)                     GEOID18
 QJ0101  NAD 83(2011) X  -    516,385.088 (meters)                     COMP
 QJ0101  NAD 83(2011) Y  - -4,483,395.516 (meters)                     COMP
 QJ0101  NAD 83(2011) Z  -  4,492,098.532 (meters)                     COMP
 QJ0101  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 QJ0101  DYNAMIC HEIGHT  -        177.547 (meters)      582.50  (feet) COMP
 QJ0101  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QJ0101
 QJ0101  VERT ORDER      -  SECOND    CLASS I
 QJ0101
 QJ0101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0101  Standards:
 QJ0101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0101  -------------------------------------------------------------------
 QJ0101  NETWORK    2.35   3.19           0.75   1.10   1.63      0.12565067
 QJ0101  -------------------------------------------------------------------
 QJ0101  Click here for local accuracies and other accuracy information.
 QJ0101
 QJ0101.The horizontal coordinates were established by GPS observations
 QJ0101.and adjusted by the National Geodetic Survey in June 2012.
 QJ0101
 QJ0101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0101.been affixed to the stable North American tectonic plate. See 
 QJ0101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0101
 QJ0101.The horizontal coordinates are valid at the epoch date displayed above
 QJ0101.which is a decimal equivalence of Year/Month/Day.
 QJ0101
 QJ0101.The orthometric height was determined by differential leveling and
 QJ0101.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0101.in November 2024.
 QJ0101
 QJ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0101.GEOID18 height accuracy estimate available here.
 QJ0101
 QJ0101.This Water Level Mark is designated as VM 18368
 QJ0101.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QJ0101
 QJ0101.Click photographs - Photos may exist for this station.
 QJ0101
 QJ0101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0101
 QJ0101.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0101
 QJ0101.The ellipsoidal height was determined by GPS observations
 QJ0101.and is referenced to NAD 83.
 QJ0101
 QJ0101.The dynamic height is computed by dividing the NAVD 88
 QJ0101.geopotential number by the normal gravity value computed on the
 QJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0101.degrees latitude (g = 980.6199 gals.).
 QJ0101
 QJ0101.The modeled gravity was interpolated from observed gravity values.
 QJ0101
 QJ0101. The following values were computed from the NAD 83(2011) position.
 QJ0101
 QJ0101;                    North         East     Units Scale Factor Converg.
 QJ0101;SPC MI C     -   194,057.324 6,073,786.366   MT  0.99991474   +0 39 42.6
 QJ0101;SPC MI C     -   636,671.01 19,927,120.62   iFT  0.99991474   +0 39 42.6
 QJ0101;UTM  17      - 4,992,399.808   308,693.408   MT  1.00005003   -1 43 13.5
 QJ0101
 QJ0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0101!SPC MI C     -   0.99997788  x   0.99991474  =   0.99989263
 QJ0101!UTM  17      -   0.99997788  x   1.00005003  =   1.00002791
 QJ0101
 QJ0101:                Primary Azimuth Mark                     Grid Az
 QJ0101:SPC MI C     -  ALPENA AZ MK                             223 01 15.8
 QJ0101:UTM  17      -  ALPENA AZ MK                             225 24 11.9
 QJ0101
 QJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0869392399(NAD 83)
 QJ0101
 QJ0101|---------------------------------------------------------------------|
 QJ0101| PID    Reference Object                     Distance      Geod. Az  |
 QJ0101|                                                           dddmmss.s |
 QJ0101| QJ0233 ALPENA                               29.005 METERS 05315     |
 QJ0101| QJ0102 ALPENA 2 RM 3                        22.632 METERS 14406     |
 QJ0101| QJ0094 ALPENA AZ MK                        APPROX. 1.9 KM 2234058.4 |
 QJ0101| QJ0234 ALPENA ST BERNARDS CATH SPIRE       APPROX. 0.9 KM 3185531.2 |
 QJ0101| QJ0100 ALPENA 2 RM 4                         7.011 METERS 32306     |
 QJ0101|---------------------------------------------------------------------|
 QJ0101
 QJ0101                          SUPERSEDED SURVEY CONTROL
 QJ0101
 QJ0101  NAD 83(2007)-  45 03 33.14791(N)    083 25 47.21473(W) AD(2002.00) 0
 QJ0101  ELLIP H (02/10/07)  141.124  (m)                       GP(2002.00)    
 QJ0101  ELLIP H (07/12/02)  141.122  (m)                       GP(       ) 4 1
 QJ0101  NAD 83(1994)-  45 03 33.14780(N)    083 25 47.21499(W) AD(       ) 1
 QJ0101  ELLIP H (02/03/97)  141.104  (m)                       GP(       ) 4 1
 QJ0101  NAD 83(1986)-  45 03 33.13934(N)    083 25 47.21659(W) AD(       ) 1
 QJ0101  NAD 83(1986)-  45 03 33.14403(N)    083 25 47.21630(W) AD(       ) 3
 QJ0101  NAD 27      -  45 03 33.10047(N)    083 25 47.30981(W) AD(       ) 3
 QJ0101  NAVD 88             177.62   (m)          582.7    (f) LEVELING    3  
 QJ0101  NAVD 88 (06/15/91)  177.622  (m)          582.75   (f) SUPERSEDED  1 2
 QJ0101
 QJ0101.Superseded values are not recommended for survey control.
 QJ0101
 QJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0101.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0101
 QJ0101_MARKER: DS = TRIANGULATION STATION DISK
 QJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0101_STAMPING: ALPENA 2 1971
 QJ0101_MARK LOGO: CGS
 QJ0101_PROJECTION: RECESSED 5 CENTIMETERS
 QJ0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0101+STABILITY: SURFACE MOTION
 QJ0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0101+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2024
 QJ0101
 QJ0101  HISTORY     - Date     Condition        Report By
 QJ0101  HISTORY     - 1971     MONUMENTED       NGS
 QJ0101  HISTORY     - 1983     GOOD             NGS
 QJ0101  HISTORY     - 1984     GOOD             USAF
 QJ0101  HISTORY     - 19920601 GOOD             MIDT
 QJ0101  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0101  HISTORY     - 20241231 GOOD             INDIV
 QJ0101
 QJ0101                          STATION DESCRIPTION
 QJ0101
 QJ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QJ0101'THE STATION IS LOCATED AT THE SOUTH EDGE OF ALPENA, AT THE EAST
 QJ0101'SIDE OF THE ALPENA YACHT CLUB, NEAR THE END OF CHISOLM STREET,
 QJ0101'10 FEET SOUTHEAST OF A CONCRETE LIGHT POLE,
 QJ0101'5 FEET SOUTHWEST OF SOUTHWEST CURB OF PARKING LOT,
 QJ0101'73 FEET SOUTHEAST OF THE NORTHEAST CORNER OF BOAT BASIN AND
 QJ0101'11 FEET EAST OF THE EAST EDGE OF SIDEWALK ALONG THE EAST SIDE OF
 QJ0101'THE BASIN.
 QJ0101'
 QJ0101'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALPENA 2 1971.
 QJ0101'
 QJ0101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 QJ0101'CHISOLM STREET FOR 0.1 MILE.  TURN LEFT ON U.S. HIGHWAY 23
 QJ0101'(BUSINESS) AND GO SOUTHWESTERLY FOR 1.3 MILES TO A SIDE ROAD LEFT.
 QJ0101'TURN LEFT AND GO NORTHEAST ON PAVED ROAD FOR 0.1 MILE TO THE
 QJ0101'ALPENA WATER WORKS PLANT AND THE MARK AS DESCRIBED.
 QJ0101'
 QJ0101'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALPENA 2 NO 3 1971,
 QJ0101'SET IN A DRILL HOLE IN THE TOP AND 3RD CONCRETE STEP NORTH OF A BOAT
 QJ0101'LAUNCHING RAMP, 3 FEET SOUTHEAST OF A CONCRETE LIGHT POLE AND
 QJ0101'3 FEET EAST OF THE SOUTH EDGE OF SIDEWALK.
 QJ0101'
 QJ0101'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALPENA 2 NO 4 1971,
 QJ0101'SET IN A DRILL HOLE IN TOP OF THE CONCRETE WEST CURB OF PARKING LOT,
 QJ0101'LOT, 19 FEET NORTHEAST OF A CONCRETE LIGHT POLE, 13 FEET EAST OF
 QJ0101'EAST EDGE OF THE SIDEWALK AND 53 FEET SOUTHEAST OF THE NORTHEAST
 QJ0101'CORNER OF THE BASIN.
 QJ0101'
 QJ0101'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALPENA 1956,
 QJ0101'SET IN A DRILL HOLE IN THE CONCRETE PARKING RAMP OF THE PLANT, 34
 QJ0101'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 34 FEET SOUTHWEST OF THE
 QJ0101'NORTHWEST CORNER OF THE PLANT, 29 FEET WEST OF THE WEST ENTRANCE TO
 QJ0101'PLANT AND 1 FOOT EAST OF A RETAINING WALL.
 QJ0101'
 QJ0101'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QJ0101
 QJ0101                          STATION RECOVERY (1983)
 QJ0101
 QJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0101'IN ALPENA.
 QJ0101'IN ALPENA, AT THE SOUTH EDGE OF TOWN, AT THE EAST SIDE OF THE ALPENA
 QJ0101'YACHT CLUB LOCATED NEAR THE SOUTHEAST END OF CHISHLOM STREET, SET IN
 QJ0101'THE GRASS BETWEEN THE PARKING LOT AND THE SIDEWALK ALONG THE EAST SIDE
 QJ0101'OF THE BASIN, 22.25 METERS (73.0 FT) SOUTHEAST OF THE NORTHEAST CORNER
 QJ0101'OF BOAT BASIN, 3.35 METERS (11.0 FT) EAST OF THE EAST EDGE OF SIDEWALK
 QJ0101'ALONG EAST SIDE OF BASIN, 3.04 METERS (10.0 FT) SOUTHEAST OF A
 QJ0101'CONCRETE LIGHT POLE, AND 1.52 METERS (5.0 FT) SOUTHWEST OF SOUTHWEST
 QJ0101'CURB OF PARKING LOT.
 QJ0101'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 QJ0101
 QJ0101                          STATION RECOVERY (1984)
 QJ0101
 QJ0101'RECOVERY NOTE BY US AIR FORCE 1984 (JF)
 QJ0101'ALPENA 2 1971 RECOVERED GOOD.
 QJ0101'
 QJ0101'DESCRIPTION ADEQUATE.
 QJ0101
 QJ0101                          STATION RECOVERY (1992)
 QJ0101
 QJ0101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0101'STATION IS LOCATED IN QUAD 440832 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0101'IS IN THE CITY OF ALPENA ON CITY HARBOR PROPERTY. TO REACH FROM THE
 QJ0101'INTERSECTION OF UNITED STATES HIGHWAY 23 AND CHISOLM STREET (STATE
 QJ0101'AVENUE) IN DOWNTOWN ALPENA, GO SOUTH ON CHISOLM STREET 0.11 MI (0.18
 QJ0101'KM) TO CITY OF ALPENA SMALL BOAT HARBOR AND STATION STRAIGHT AHEAD.
 QJ0101'STATION IS RECESSED 0.1 FT (3.0 CM) BELOW GROUND SURFACE.  IT IS 73.0
 QJ0101'FT (22.3 M) SOUHEAST OF NORTHEAST CORNER OF BOAT BASIN, 18.5 FT (5.6
 QJ0101'M) NORTHWEST OF SOUTHWEST CORNER BACK OF CURB IN SOUTHWEST CORNER OF
 QJ0101'MARINA PARKING LOT, 11.0 FT (3.4 M) EAST OF EAST EDGE CONCRETE
 QJ0101'SIDEWALK, AND 10.0 FT (3.0 M) SOUTHEAST OF CONCRETE LAMP POST.
 QJ0101
 QJ0101                          STATION RECOVERY (2023)
 QJ0101
 QJ0101'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0101'THE TRIANGULATION STATION MARK IS LOCATED IN THE ALPENA MARINA AT 400
 QJ0101'E CHISHOLM STREET, ALPENA, MI 49707.
 QJ0101
 QJ0101                          STATION RECOVERY (2024)
 QJ0101
 QJ0101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JDH)
 QJ0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0100 ***********************************************************************
 QJ0100  DESIGNATION -  ALPENA 2 RM 4
 QJ0100  PID         -  QJ0100
 QJ0100  STATE/COUNTY-  MI/ALPENA
 QJ0100  COUNTRY     -  US
 QJ0100  USGS QUAD   -  ALPENA (2017)
 QJ0100
 QJ0100                         *CURRENT SURVEY CONTROL
 QJ0100  ______________________________________________________________________
 QJ0100* NAD 83(1986) POSITION- 45 03 33.33   (N) 083 25 47.41   (W)   HD_HELD1
 QJ0100* NAVD 88 ORTHO HEIGHT -   177.573 (meters)      582.59  (feet) ADJUSTED
 QJ0100  ______________________________________________________________________
 QJ0100  GEOID HEIGHT    -        -36.534 (meters)                     GEOID18
 QJ0100  DYNAMIC HEIGHT  -        177.561 (meters)      582.55  (feet) COMP
 QJ0100  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QJ0100
 QJ0100  VERT ORDER      -  FIRST     CLASS II
 QJ0100
 QJ0100.The horizontal coordinates were determined by differentially corrected
 QJ0100.hand held GPS observations or other comparable positioning techniques
 QJ0100.and have an estimated accuracy of +/- 3 meters.
 QJ0100
 QJ0100.The orthometric height was determined by differential leveling and
 QJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0100.in June 1991.
 QJ0100
 QJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0100.GEOID18 height accuracy estimate available here.
 QJ0100
 QJ0100.Click photographs - Photos may exist for this station.
 QJ0100
 QJ0100.The dynamic height is computed by dividing the NAVD 88
 QJ0100.geopotential number by the normal gravity value computed on the
 QJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0100.degrees latitude (g = 980.6199 gals.).
 QJ0100
 QJ0100.The modeled gravity was interpolated from observed gravity values.
 QJ0100
 QJ0100;                    North         East    Units  Estimated Accuracy
 QJ0100;SPC MI C     -   194,062.9   6,073,782.0     MT  (+/- 3 meters HH1 GPS) 
 QJ0100
 QJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0868992405(NAD 83)
 QJ0100
 QJ0100                          SUPERSEDED SURVEY CONTROL
 QJ0100
 QJ0100.No superseded survey control is available for this station.
 QJ0100
 QJ0100_MARKER: DR = REFERENCE MARK DISK
 QJ0100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0100_SP_SET: CURB
 QJ0100_STAMPING: ALPENA 2 NO 4 1971
 QJ0100_MARK LOGO: CGS
 QJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0100
 QJ0100  HISTORY     - Date     Condition        Report By
 QJ0100  HISTORY     - 1971     MONUMENTED       NGS
 QJ0100  HISTORY     - 1983     GOOD             NGS
 QJ0100
 QJ0100                          STATION DESCRIPTION
 QJ0100
 QJ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0100'IN ALPENA.
 QJ0100'IN ALPENA, AT THE SOUTH EDGE OF TOWN, AT THE EAST SIDE OF THE ALPENA
 QJ0100'YACHT CLUB LOCATED NEAR THE SOUTHEAST END OF CHISHOLM STREET, SET IN
 QJ0100'TOP OF THE WEST CONCRETE CURB OF THE PARKING LOT, 16.15 METERS
 QJ0100'(53.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BASIN, 5.79 METERS
 QJ0100'(19.0 FT) NORTHEAST OF A CONCRETE LIGHT POLE, AND 3.96 METERS
 QJ0100'(13.0 FT) EAST OF THE EAST EDGE OF SIDEWALK.
 QJ0100'THE MARK IS 0.18 M ABOVE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0094 ***********************************************************************
 QJ0094  DESIGNATION -  ALPENA AZ MK
 QJ0094  PID         -  QJ0094
 QJ0094  STATE/COUNTY-  MI/ALPENA
 QJ0094  COUNTRY     -  US
 QJ0094  USGS QUAD   -  ALPENA (2017)
 QJ0094
 QJ0094                         *CURRENT SURVEY CONTROL
 QJ0094  ______________________________________________________________________
 QJ0094* NAD 83(2011) POSITION- 45 02 47.50088(N) 083 26 48.70325(W)   ADJUSTED
 QJ0094* NAD 83(2011) ELLIP HT-   142.716 (meters)        (06/27/12)   ADJUSTED
 QJ0094* NAD 83(2011) EPOCH   -  2010.00
 QJ0094* NAVD 88 ORTHO HEIGHT -   179.231 (meters)      588.03  (feet) ADJUSTED
 QJ0094  ______________________________________________________________________
 QJ0094  GEOID HEIGHT    -        -36.495 (meters)                     GEOID18
 QJ0094  NAD 83(2011) X  -    515,162.481 (meters)                     COMP
 QJ0094  NAD 83(2011) Y  - -4,484,541.235 (meters)                     COMP
 QJ0094  NAD 83(2011) Z  -  4,491,104.203 (meters)                     COMP
 QJ0094  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 QJ0094  DYNAMIC HEIGHT  -        179.218 (meters)      587.98  (feet) COMP
 QJ0094  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 QJ0094
 QJ0094  VERT ORDER      -  FIRST     CLASS II
 QJ0094
 QJ0094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0094  Standards:
 QJ0094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0094  -------------------------------------------------------------------
 QJ0094  NETWORK    2.37   3.29           0.77   1.10   1.68      0.12595780
 QJ0094  -------------------------------------------------------------------
 QJ0094  Click here for local accuracies and other accuracy information.
 QJ0094
 QJ0094.The horizontal coordinates were established by GPS observations
 QJ0094.and adjusted by the National Geodetic Survey in June 2012.
 QJ0094
 QJ0094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0094.been affixed to the stable North American tectonic plate. See 
 QJ0094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0094
 QJ0094.The horizontal coordinates are valid at the epoch date displayed above
 QJ0094.which is a decimal equivalence of Year/Month/Day.
 QJ0094
 QJ0094.The orthometric height was determined by differential leveling and
 QJ0094.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0094.in June 1991.
 QJ0094
 QJ0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0094.GEOID18 height accuracy estimate available here.
 QJ0094
 QJ0094.Click photographs - Photos may exist for this station.
 QJ0094
 QJ0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0094
 QJ0094.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0094
 QJ0094.The ellipsoidal height was determined by GPS observations
 QJ0094.and is referenced to NAD 83.
 QJ0094
 QJ0094.The dynamic height is computed by dividing the NAVD 88
 QJ0094.geopotential number by the normal gravity value computed on the
 QJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0094.degrees latitude (g = 980.6199 gals.).
 QJ0094
 QJ0094.The modeled gravity was interpolated from observed gravity values.
 QJ0094
 QJ0094. The following values were computed from the NAD 83(2011) position.
 QJ0094
 QJ0094;                    North         East     Units Scale Factor Converg.
 QJ0094;SPC MI C     -   192,633.022 6,072,457.204   MT  0.99991432   +0 38 59.1
 QJ0094;SPC MI C     -   631,998.10 19,922,759.86   iFT  0.99991432   +0 38 59.1
 QJ0094;UTM  17      - 4,991,031.791   307,306.004   MT  1.00005659   -1 43 55.7
 QJ0094
 QJ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0094!SPC MI C     -   0.99997762  x   0.99991432  =   0.99989195
 QJ0094!UTM  17      -   0.99997762  x   1.00005659  =   1.00003421
 QJ0094
 QJ0094:                Primary Azimuth Mark                     Grid Az
 QJ0094:SPC MI C     -  ALPENA                                   043 09 38.4
 QJ0094:UTM  17      -  ALPENA                                   045 32 33.2
 QJ0094
 QJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0730691031(NAD 83)
 QJ0094
 QJ0094|---------------------------------------------------------------------|
 QJ0094| PID    Reference Object                     Distance      Geod. Az  |
 QJ0094|                                                           dddmmss.s |
 QJ0094| QJ0101 ALPENA 2                            APPROX. 1.9 KM 0434014.9 |
 QJ0094| QJ0233 ALPENA                              APPROX. 2.0 KM 0434837.5 |
 QJ0094|---------------------------------------------------------------------|
 QJ0094
 QJ0094                          SUPERSEDED SURVEY CONTROL
 QJ0094
 QJ0094  NAD 83(2007)-  45 02 47.50146(N)    083 26 48.70396(W) AD(2002.00) 0
 QJ0094  ELLIP H (02/10/07)  142.775  (m)                       GP(2002.00)    
 QJ0094  ELLIP H (07/12/02)  142.774  (m)                       GP(       ) 4 1
 QJ0094  NAD 83(1994)-  45 02 47.50134(N)    083 26 48.70421(W) AD(       ) 1
 QJ0094  ELLIP H (02/03/97)  142.756  (m)                       GP(       ) 4 1
 QJ0094  NAD 83(1986)-  45 02 47.49286(N)    083 26 48.70582(W) AD(       ) 1
 QJ0094  NAVD 88             179.23   (m)          588.0    (f) LEVELING    3  
 QJ0094
 QJ0094.Superseded values are not recommended for survey control.
 QJ0094
 QJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0094.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0094
 QJ0094_MARKER: DZ = AZIMUTH MARK DISK
 QJ0094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0094_SP_SET: PARKING AREA
 QJ0094_STAMPING: ALPENA 1956
 QJ0094_MARK LOGO: CGS
 QJ0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0094+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 QJ0094
 QJ0094  HISTORY     - Date     Condition        Report By
 QJ0094  HISTORY     - 1956     MONUMENTED       CGS
 QJ0094  HISTORY     - 1983     GOOD             NGS
 QJ0094  HISTORY     - 19920601 GOOD             MIDT
 QJ0094
 QJ0094                          STATION DESCRIPTION
 QJ0094
 QJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0094'3.4 KM (2.1 MI) SOUTH FROM ALPENA.
 QJ0094'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 (CHISOLM STREET) FROM
 QJ0094'THE COURTHOUSE IN ALPENA, THENCE 2.1 KM (1.3 MI) SOUTHEAST ALONG U.S.
 QJ0094'HIGHWAY 23 (STATE AVENUE) TO THE ENTRANCE TO THE ALPENA WATER PLANT,
 QJ0094'THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A PAVED AND GRAVELED ROAD, AT
 QJ0094'THE NORTH-NORTHWEST SECURITY GATE OF THE ALPENA WATER PLANT BRICK
 QJ0094'BUILDING, SET IN TOP OF A CONCRETE PARKING AREA AT THE NORTH END OF A
 QJ0094'SLOPING CONCRETE RETAINING WALL LEVEL WITH THE GROUND, 15.55 METERS
 QJ0094'(51.0 FT) SOUTH-SOUTHEAST AND INSIDE THE FENCE FROM THE CENTER OF THE
 QJ0094'DOUBLE GATE, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER OF THE
 QJ0094'GRAVELED ROAD, 10.36 METERS (34.0 FT) SOUTHWEST OF THE NORTHWEST
 QJ0094'CORNER OF THE PLANT BUILDING, 8.83 METERS (29.0 FT) WEST OF THE WEST
 QJ0094'ENTRANCE TO THE PLANT, AND 0.3 METER (1.0 FT) EAST OF THE SLOPING
 QJ0094'RETAINING WALL.
 QJ0094'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 QJ0094
 QJ0094                          STATION RECOVERY (1992)
 QJ0094
 QJ0094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0094'STATION IS LOCATED IN QUAD 450833 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0094'IS IN THE ALPENA CITY LIMITS ON THE CITY WATER WORKS PLANT PROPERTY.
 QJ0094'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY
 QJ0094'AVENUE ON THE SOUTH SIDE OF ALPENA, GO NORTHEASTERLY ALONG U.S.
 QJ0094'HIGHWAY 23 FOR 0.33 MILES (0.53 KM) TO MASON STREET.  TURN RIGHT AND
 QJ0094'GO SOUTH FOR 100 FT (30.5 M) TO DRIVE TO WATER PLANT ON LEFT. CONTINUE
 QJ0094'SOUTHERLY FOR ON DRIVE FOR 0.05 MILES (0.08 KM) TO STATION ON RIGHT BY
 QJ0094'RETAINING WALL. STATION PROJECTS 1 CM ABOVE CONCRETE.  IT IS 34 FT
 QJ0094'(10.4 M) SOUTHWEST OF NORTHWEST CORNER OF WATER WORKS BUILDING, 34 FT
 QJ0094'(10.4 M) WEST OF CENTER OF DRIVE, 29 FT (8.8 M) EAST OF WEST ENTRANCE
 QJ0094'TO PLANT, AND 1.0 FT (0.3 M) EAST OF RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5563 ***********************************************************************
 AJ5563  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5563  DESIGNATION -  ALPENA CORS ARP
 AJ5563  CORS_ID     -  NOR3
 AJ5563  PID         -  AJ5563
 AJ5563  STATE/COUNTY-  MI/ALPENA
 AJ5563  COUNTRY     -  US
 AJ5563  USGS QUAD   -  LAKE WINYAH (2017)
 AJ5563
 AJ5563                         *CURRENT SURVEY CONTROL
 AJ5563  ______________________________________________________________________
 AJ5563* NAD 83(2011) POSITION- 45 04 06.87253(N) 083 34 07.10471(W)   ADJUSTED
 AJ5563* NAD 83(2011) ELLIP HT-   175.492 (meters)        (04/??/25)   ADJUSTED
 AJ5563* NAD 83(2011) EPOCH   -  2010.00
 AJ5563  ______________________________________________________________________
 AJ5563  GEOID HEIGHT    -        -36.432 (meters)                     GEOID18
 AJ5563  NAD 83(2011) X  -    505,438.069 (meters)                     COMP
 AJ5563  NAD 83(2011) Y  - -4,483,925.617 (meters)                     COMP
 AJ5563  NAD 83(2011) Z  -  4,492,858.273 (meters)                     COMP
 AJ5563
 AJ5563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5563  Standards:
 AJ5563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5563  -------------------------------------------------------------------
 AJ5563  NETWORK    0.27   0.40           0.13   0.06   0.20     -0.17310300
 AJ5563  -------------------------------------------------------------------
 AJ5563
 AJ5563.The coordinates were established by GPS observations
 AJ5563.and adjusted by the National Geodetic Survey in April 2025.
 AJ5563
 AJ5563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5563.been affixed to the stable North American Tectonic Plate. 
 AJ5563
 AJ5563.The coordinates are valid at the epoch date displayed above
 AJ5563.which is a decimal equivalence of Year/Month/Day.
 AJ5563
 AJ5563.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5563.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5563.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5563.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5563.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5563.published epoch of 2010.00.
 AJ5563
 AJ5563.Additional information on MYCS is available at:
 AJ5563.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5563
 AJ5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5563.GEOID18 height accuracy estimate available here.
 AJ5563
 AJ5563.The PID for the CORS L1 Phase Center is DR6158.
 AJ5563
 AJ5563.Click photographs - Photos may exist for this station.
 AJ5563
 AJ5563.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5563
 AJ5563.The ellipsoidal height was determined by GPS observations
 AJ5563.and is referenced to NAD 83.
 AJ5563
 AJ5563. The following values were computed from the NAD 83(2011) position.
 AJ5563
 AJ5563;                    North         East     Units Scale Factor Converg.
 AJ5563;SPC MI C     -   194,981.330 6,062,840.409   MT  0.99991509   +0 33 49.4
 AJ5563;SPC MI C     -   639,702.53 19,891,208.69   iFT  0.99991509   +0 33 49.4
 AJ5563;UTM  17      - 4,993,778.270   297,793.568   MT  1.00010278   -1 49 08.7
 AJ5563
 AJ5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5563!SPC MI C     -   0.99997249  x   0.99991509  =   0.99988758
 AJ5563!UTM  17      -   0.99997249  x   1.00010278  =   1.00007526
 AJ5563
 AJ5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9779393778(NAD 83)
 AJ5563
 AJ5563                          SUPERSEDED SURVEY CONTROL
 AJ5563
 AJ5563  NAD 83(2011)-  45 04 06.87273(N)    083 34 07.10482(W) AD(2010.00) c
 AJ5563  ELLIP H (06/??/20)  175.489  (m)                       GP(2010.00) c c
 AJ5563  NAD 83(2011)-  45 04 06.87270(N)    083 34 07.10494(W) AD(2010.00) c
 AJ5563  ELLIP H (06/??/19)  175.501  (m)                       GP(2010.00) c c
 AJ5563  NAD 83(2011)-  45 04 06.87261(N)    083 34 07.10422(W) AD(2010.00) c
 AJ5563  NAD 83(2011)-  45 04 06.87262(N)    083 34 07.10468(W) AD(2010.00) c
 AJ5563  ELLIP H (08/??/11)  175.491  (m)                       GP(2010.00) c c
 AJ5563  NAD 83(2007)-  45 04 06.87318(N)    083 34 07.10546(W) AD(2002.00) c
 AJ5563  NAD 83(CORS)-  45 04 06.87318(N)    083 34 07.10546(W) AD(2002.00) c
 AJ5563  ELLIP H (03/??/02)  175.497  (m)                       GP(2002.00) c c
 AJ5563  NAD 83(CORS)-  45 04 06.87318(N)    083 34 07.10546(W) AD(1997.00) c
 AJ5563  ELLIP H (10/??/01)  175.497  (m)                       GP(1997.00) c c
 AJ5563
 AJ5563.Superseded values are not recommended for survey control.
 AJ5563
 AJ5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5563.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5563
 AJ5563_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5563
 AJ5563                          STATION DESCRIPTION
 AJ5563
 AJ5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5563'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5563'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5563'AND LOG FILES ACCESSIBLE AT:
 AJ5563'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI1688 ***********************************************************************
 DI1688  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1688  DESIGNATION -  ALPENA CORS ARP
 DI1688  CORS_ID     -  MIAL
 DI1688  PID         -  DI1688
 DI1688  STATE/COUNTY-  MI/ALPENA
 DI1688  COUNTRY     -  US
 DI1688  USGS QUAD   -  ALPENA (2017)
 DI1688
 DI1688                         *CURRENT SURVEY CONTROL
 DI1688  ______________________________________________________________________
 DI1688* NAD 83(2011) POSITION- 45 03 46.72834(N) 083 25 42.86702(W)   ADJUSTED
 DI1688* NAD 83(2011) ELLIP HT-   145.773 (meters)        (08/??/25)   ADJUSTED
 DI1688* NAD 83(2011) EPOCH   -  2010.00
 DI1688* NAVD 88 ORTHO HEIGHT -   182.255 (meters)      597.95  (feet) ADJUSTED
 DI1688  ______________________________________________________________________
 DI1688  GEOID HEIGHT    -        -36.542 (meters)                     GEOID18
 DI1688  NAD 83(2011) X  -    516,445.991 (meters)                     COMP
 DI1688  NAD 83(2011) Y  - -4,483,093.110 (meters)                     COMP
 DI1688  NAD 83(2011) Z  -  4,492,398.010 (meters)                     COMP
 DI1688  VERT ORDER      -  SECOND    CLASS I
 DI1688
 DI1688.Formal positional accuracy estimates are not available for this CORS
 DI1688.because its coordinates were determined in part using modeled velocities.
 DI1688.A time-series residual plot is available that shows daily coordinate
 DI1688.variations relative to the published coordinates and modeled velocities.
 DI1688.Large residuals may indicate a potential error in the modeled velocities.
 DI1688
 DI1688.Residual plot at:
 DI1688.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=MIAL.
 DI1688
 DI1688.The coordinates were established by GPS observations
 DI1688.and adjusted by the National Geodetic Survey in August 2025.
 DI1688
 DI1688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1688.been affixed to the stable North American Tectonic Plate. 
 DI1688
 DI1688.The coordinates are valid at the epoch date displayed above
 DI1688.which is a decimal equivalence of Year/Month/Day.
 DI1688
 DI1688.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI1688.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI1688.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI1688.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI1688.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI1688.published epoch of 2010.00.
 DI1688
 DI1688.Additional information on MYCS is available at:
 DI1688.https://geodesy.noaa.gov/CORS/index.shtml
 DI1688
 DI1688.The orthometric height was determined by differential leveling and
 DI1688.adjusted by the NATIONAL GEODETIC SURVEY
 DI1688.in November 2024.
 DI1688
 DI1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1688.GEOID18 height accuracy estimate available here.
 DI1688
 DI1688.The PID for the CORS L1 Phase Center is DR7720.
 DI1688
 DI1688.Click photographs - Photos may exist for this station.
 DI1688
 DI1688.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1688
 DI1688.The ellipsoidal height was determined by GPS observations
 DI1688.and is referenced to NAD 83.
 DI1688
 DI1688. The following values were computed from the NAD 83(2011) position.
 DI1688
 DI1688;                    North         East     Units Scale Factor Converg.
 DI1688;SPC MI C     -   194,477.609 6,073,876.612   MT  0.99991488   +0 39 45.6
 DI1688;SPC MI C     -   638,049.90 19,927,416.71   iFT  0.99991488   +0 39 45.6
 DI1688;UTM  17      - 4,992,816.034   308,801.061   MT  1.00004953   -1 43 10.8
 DI1688
 DI1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1688!SPC MI C     -   0.99997715  x   0.99991488  =   0.99989203
 DI1688!UTM  17      -   0.99997715  x   1.00004953  =   1.00002667
 DI1688
 DI1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0880192816(NAD 83)
 DI1688
 DI1688                          SUPERSEDED SURVEY CONTROL
 DI1688
 DI1688  NAD 83(2011)-  45 03 46.72834(N)    083 25 42.86704(W) AD(2010.00) c
 DI1688  ELLIP H (04/??/25)  145.813  (m)                       GP(2010.00) c c
 DI1688  NAD 83(2011)-  45 03 46.72853(N)    083 25 42.86703(W) AD(2010.00) c
 DI1688  ELLIP H (04/??/22)  145.767  (m)                       GP(2010.00) c c
 DI1688  NAD 83(2011)-  45 03 46.72853(N)    083 25 42.86702(W) AD(2010.00) c
 DI1688  ELLIP H (06/??/19)  145.744  (m)                       GP(2010.00) c c
 DI1688  NAD 83(2011)-  45 03 46.72861(N)    083 25 42.86676(W) AD(2010.00) c
 DI1688  NAD 83(2011)-  45 03 46.72857(N)    083 25 42.86692(W) AD(2010.00) c
 DI1688  ELLIP H (08/??/11)  145.742  (m)                       GP(2010.00) c c
 DI1688  NAD 83(CORS)-  45 03 46.72866(N)    083 25 42.86723(W) AD(2002.00) c
 DI1688  ELLIP H (09/??/06)  145.747  (m)                       GP(2002.00) c c
 DI1688  NAVD 88 (12/02/25)  182.31   (m)  GEOID18  model used  GPS OBS        
 DI1688
 DI1688.Superseded values are not recommended for survey control.
 DI1688
 DI1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1688.See file dsdata.pdf to determine how the superseded data were derived.
 DI1688
 DI1688_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1688
 DI1688                          STATION DESCRIPTION
 DI1688
 DI1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI1688'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI1688'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI1688'AND LOG FILES ACCESSIBLE AT:
 DI1688'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0232 ***********************************************************************
 QJ0232  DESIGNATION -  ALPENA HURON CEMENT CO LIGHT
 QJ0232  PID         -  QJ0232
 QJ0232  STATE/COUNTY-  MI/ALPENA
 QJ0232  COUNTRY     -  US
 QJ0232  USGS QUAD   -  ALPENA (2017)
 QJ0232
 QJ0232                         *CURRENT SURVEY CONTROL
 QJ0232  ______________________________________________________________________
 QJ0232* NAD 83(1994) POSITION- 45 03 34.75551(N) 083 25 24.42893(W)   ADJUSTED
 QJ0232  ______________________________________________________________________
 QJ0232  GEOID HEIGHT    -        -36.540 (meters)                     GEOID18
 QJ0232  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 QJ0232  HORZ ORDER      -  THIRD
 QJ0232
 QJ0232.The horizontal coordinates were established by classical geodetic methods
 QJ0232.and adjusted by the National Geodetic Survey in February 1997.
 QJ0232
 QJ0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0232.GEOID18 height accuracy estimate available here.
 QJ0232
 QJ0232.Click photographs - Photos may exist for this station.
 QJ0232
 QJ0232.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0232
 QJ0232. The following values were computed from the NAD 83(1994) position.
 QJ0232
 QJ0232;                    North         East     Units Scale Factor Converg.
 QJ0232;SPC MI C     -   194,112.739 6,074,284.235   MT  0.99991476   +0 39 58.7
 QJ0232;SPC MI C     -   636,852.82 19,928,754.05   iFT  0.99991476   +0 39 58.7
 QJ0232;UTM  17      - 4,992,434.485   309,193.217   MT  1.00004769   -1 42 57.4
 QJ0232
 QJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0919392434(NAD 83)
 QJ0232
 QJ0232                          SUPERSEDED SURVEY CONTROL
 QJ0232
 QJ0232  NAD 83(1986)-  45 03 34.74283(N)    083 25 24.43547(W) AD(       ) 3
 QJ0232  NAD 27      -  45 03 34.72345(N)    083 25 24.49145(W) AD(       ) 3
 QJ0232
 QJ0232.Superseded values are not recommended for survey control.
 QJ0232
 QJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0232.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0232
 QJ0232_MARKER: 14 = NAVIGATION LIGHT
 QJ0232
 QJ0232  HISTORY     - Date     Condition        Report By
 QJ0232  HISTORY     - 1932     FIRST OBSERVED   CGS
 QJ0232
 QJ0232                          STATION DESCRIPTION
 QJ0232
 QJ0232'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0238 ***********************************************************************
 QJ0238  DESIGNATION -  ALPENA HURON CEMENT CO STACK
 QJ0238  PID         -  QJ0238
 QJ0238  STATE/COUNTY-  MI/ALPENA
 QJ0238  COUNTRY     -  US
 QJ0238  USGS QUAD   -  ALPENA (2017)
 QJ0238
 QJ0238                         *CURRENT SURVEY CONTROL
 QJ0238  ______________________________________________________________________
 QJ0238* NAD 83(1994) POSITION- 45 04 18.78624(N) 083 24 20.65789(W)   ADJUSTED
 QJ0238  ______________________________________________________________________
 QJ0238  GEOID HEIGHT    -        -36.576 (meters)                     GEOID18
 QJ0238  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 QJ0238  HORZ ORDER      -  THIRD
 QJ0238
 QJ0238.The horizontal coordinates were established by classical geodetic methods
 QJ0238.and adjusted by the National Geodetic Survey in February 1997.
 QJ0238
 QJ0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0238.GEOID18 height accuracy estimate available here.
 QJ0238
 QJ0238.Click photographs - Photos may exist for this station.
 QJ0238
 QJ0238.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0238
 QJ0238. The following values were computed from the NAD 83(1994) position.
 QJ0238
 QJ0238;                    North         East     Units Scale Factor Converg.
 QJ0238;SPC MI C     -   195,488.145 6,075,663.175   MT  0.99991522   +0 40 43.7
 QJ0238;SPC MI C     -   641,365.31 19,933,278.13   iFT  0.99991522   +0 40 43.7
 QJ0238;UTM  17      - 4,993,751.552   310,628.325   MT  1.00004097   -1 42 13.5
 QJ0238
 QJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1062893751(NAD 83)
 QJ0238
 QJ0238                          SUPERSEDED SURVEY CONTROL
 QJ0238
 QJ0238  NAD 83(1986)-  45 04 18.78244(N)    083 24 20.65993(W) AD(       ) 3
 QJ0238  NAD 27      -  45 04 18.74000(N)    083 24 20.75700(W) AD(       ) 3
 QJ0238
 QJ0238.Superseded values are not recommended for survey control.
 QJ0238
 QJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0238.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0238
 QJ0238_MARKER: 63 = STACK
 QJ0238
 QJ0238  HISTORY     - Date     Condition        Report By
 QJ0238  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0238  HISTORY     - 20250107 MARK NOT FOUND   INDIV
 QJ0238
 QJ0238                          STATION DESCRIPTION
 QJ0238
 QJ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0238'THE STATION IS THE CENTER OF THE TOP OF THE HURON PORTLAND
 QJ0238'CEMENT COMPANY
 QJ0238'STACK WHICH IS LOCATED ABOUT 1-1/2 MILES EAST OF THE BUSINESS
 QJ0238'DISTRICT OF ALPENA.
 QJ0238'
 QJ0238'THE STACK IS IN THE NORTHEAST SECTION OF THE CEMENT COMPANY PLANT AND
 QJ0238'IS ADJACENT TO PRE-HEATING
 QJ0238'BUILDING NUMBER 213.  IT IS A ROUND CONCRETE STRUCTURE WITH A BRICK
 QJ0238'LINING.  THE OVERALL HEIGHT IS 200 FEET.
 QJ0238
 QJ0238                          STATION RECOVERY (2025)
 QJ0238
 QJ0238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0238'STACK DEMOLISHED.  THE EXACT DATE OF DESTRUCTION IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0239 ***********************************************************************
 QJ0239  DESIGNATION -  ALPENA MUNICIPAL TANK
 QJ0239  PID         -  QJ0239
 QJ0239  STATE/COUNTY-  MI/ALPENA
 QJ0239  COUNTRY     -  US
 QJ0239  USGS QUAD   -  ALPENA (2017)
 QJ0239
 QJ0239                         *CURRENT SURVEY CONTROL
 QJ0239  ______________________________________________________________________
 QJ0239* NAD 83(1994) POSITION- 45 04 14.48200(N) 083 26 12.49286(W)   ADJUSTED
 QJ0239  ______________________________________________________________________
 QJ0239  GEOID HEIGHT    -        -36.548 (meters)                     GEOID18
 QJ0239  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 QJ0239  HORZ ORDER      -  THIRD
 QJ0239
 QJ0239.The horizontal coordinates were established by classical geodetic methods
 QJ0239.and adjusted by the National Geodetic Survey in February 1997.
 QJ0239
 QJ0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0239.GEOID18 height accuracy estimate available here.
 QJ0239
 QJ0239.Click photographs - Photos may exist for this station.
 QJ0239
 QJ0239.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0239
 QJ0239. The following values were computed from the NAD 83(1994) position.
 QJ0239
 QJ0239;                    North         East     Units Scale Factor Converg.
 QJ0239;SPC MI C     -   195,326.781 6,073,218.738   MT  0.99991517   +0 39 24.7
 QJ0239;SPC MI C     -   640,835.90 19,925,258.33   iFT  0.99991517   +0 39 24.7
 QJ0239;UTM  17      - 4,993,691.939   308,178.971   MT  1.00005246   -1 43 32.6
 QJ0239
 QJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0817893691(NAD 83)
 QJ0239
 QJ0239                          SUPERSEDED SURVEY CONTROL
 QJ0239
 QJ0239  NAD 83(1986)-  45 04 14.47783(N)    083 26 12.49413(W) AD(       ) 3
 QJ0239  NAD 27      -  45 04 14.43200(N)    083 26 12.58500(W) AD(       ) 3
 QJ0239
 QJ0239.Superseded values are not recommended for survey control.
 QJ0239
 QJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0239.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0239
 QJ0239_MARKER: 53 = ELEVATED TANK
 QJ0239
 QJ0239  HISTORY     - Date     Condition        Report By
 QJ0239  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0239  HISTORY     - 19970330 GOOD             USPSQD
 QJ0239  HISTORY     - 19990515 GOOD             USPSQD
 QJ0239  HISTORY     - 20250327 GOOD             INDIV
 QJ0239
 QJ0239                          STATION DESCRIPTION
 QJ0239
 QJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0239'THE STATION IS THE RED LIGHT ON THE APEX OF THE ROOF OF THE
 QJ0239'MUNICIPAL WATER
 QJ0239'TANK.  IT IS LOCATED IN THE NORTHWEST EDGE OF ALPENA, ON THE NORTH
 QJ0239'SIDE OF THE THUNDER BAY RIVER AND IN
 QJ0239'THE SOUTHWEST ANGLE OF WALNUT AND W. OLDFIELD STREETS.
 QJ0239'IT IS AN 8 LEGGED STEEL STRUCTURE, SUPPORTING A
 QJ0239'MUSHROOM TYPE TANK.  THE ENTIRE STRUCTURE
 QJ0239'IS PAINTED GRAY AND IS ABOUT 130 FEET HIGH.
 QJ0239
 QJ0239                          STATION RECOVERY (1997)
 QJ0239
 QJ0239'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0239'RECOVERED IN GOOD CONDITION.
 QJ0239
 QJ0239                          STATION RECOVERY (1999)
 QJ0239
 QJ0239'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0239'RECOVERED IN GOOD CONDITION.
 QJ0239
 QJ0239                          STATION RECOVERY (2025)
 QJ0239
 QJ0239'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0239'LIGHT IS ONLY LIT AT NIGHT.  IT MAY BE OCCLUDED BY SURROUNDING
 QJ0239'APPARATUS DEPENDING ON VIEWING POSITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0237 ***********************************************************************
 QJ0237  DESIGNATION -  ALPENA ST ANNES CH E SPIRE
 QJ0237  PID         -  QJ0237
 QJ0237  STATE/COUNTY-  MI/ALPENA
 QJ0237  COUNTRY     -  US
 QJ0237  USGS QUAD   -  ALPENA (2017)
 QJ0237
 QJ0237                         *CURRENT SURVEY CONTROL
 QJ0237  ______________________________________________________________________
 QJ0237* NAD 83(1994) POSITION- 45 04 06.44610(N) 083 26 34.36351(W)   ADJUSTED
 QJ0237  ______________________________________________________________________
 QJ0237  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 QJ0237  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 QJ0237  HORZ ORDER      -  THIRD
 QJ0237
 QJ0237.The horizontal coordinates were established by classical geodetic methods
 QJ0237.and adjusted by the National Geodetic Survey in February 1997.
 QJ0237
 QJ0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0237.GEOID18 height accuracy estimate available here.
 QJ0237
 QJ0237.Click photographs - Photos may exist for this station.
 QJ0237
 QJ0237.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0237
 QJ0237. The following values were computed from the NAD 83(1994) position.
 QJ0237
 QJ0237;                    North         East     Units Scale Factor Converg.
 QJ0237;SPC MI C     -   195,073.281 6,072,743.216   MT  0.99991508   +0 39 09.3
 QJ0237;SPC MI C     -   640,004.20 19,923,698.22   iFT  0.99991508   +0 39 09.3
 QJ0237;UTM  17      - 4,993,458.394   307,693.254   MT  1.00005475   -1 43 47.9
 QJ0237
 QJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0769393458(NAD 83)
 QJ0237
 QJ0237                          SUPERSEDED SURVEY CONTROL
 QJ0237
 QJ0237  NAD 83(1986)-  45 04 06.44203(N)    083 26 34.36459(W) AD(       ) 3
 QJ0237  NAD 27      -  45 04 06.39800(N)    083 26 34.45600(W) AD(       ) 3
 QJ0237
 QJ0237.Superseded values are not recommended for survey control.
 QJ0237
 QJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0237.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0237
 QJ0237_MARKER: 90 = CHURCH SPIRE
 QJ0237
 QJ0237  HISTORY     - Date     Condition        Report By
 QJ0237  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0237  HISTORY     - 19970330 GOOD             USPSQD
 QJ0237  HISTORY     - 20250109 GOOD             INDIV
 QJ0237
 QJ0237                          STATION DESCRIPTION
 QJ0237
 QJ0237'DESCRIBED BY US POWER SQUADRON 1997
 QJ0237'RECOVERED IN GOOD CONDITION.
 QJ0237
 QJ0237                          STATION RECOVERY (2025)
 QJ0237
 QJ0237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0237'NO OBVIOUS STRUCTURAL CHANGES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0234 ***********************************************************************
 QJ0234  DESIGNATION -  ALPENA ST BERNARDS CATH SPIRE
 QJ0234  PID         -  QJ0234
 QJ0234  STATE/COUNTY-  MI/ALPENA
 QJ0234  COUNTRY     -  US
 QJ0234  USGS QUAD   -  ALPENA (2017)
 QJ0234
 QJ0234                         *CURRENT SURVEY CONTROL
 QJ0234  ______________________________________________________________________
 QJ0234* NAD 83(1994) POSITION- 45 03 53.95217(N) 083 26 12.80769(W)   ADJUSTED
 QJ0234  ______________________________________________________________________
 QJ0234  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 QJ0234  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 QJ0234  HORZ ORDER      -  THIRD
 QJ0234
 QJ0234.The horizontal coordinates were established by classical geodetic methods
 QJ0234.and adjusted by the National Geodetic Survey in February 1997.
 QJ0234
 QJ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0234.GEOID18 height accuracy estimate available here.
 QJ0234
 QJ0234.Click photographs - Photos may exist for this station.
 QJ0234
 QJ0234.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0234
 QJ0234. The following values were computed from the NAD 83(1994) position.
 QJ0234
 QJ0234;                    North         East     Units Scale Factor Converg.
 QJ0234;SPC MI C     -   194,693.035 6,073,219.117   MT  0.99991495   +0 39 24.5
 QJ0234;SPC MI C     -   638,756.68 19,925,259.57   iFT  0.99991495   +0 39 24.5
 QJ0234;UTM  17      - 4,993,058.639   308,153.000   MT  1.00005258   -1 43 32.2
 QJ0234
 QJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0815293058(NAD 83)
 QJ0234
 QJ0234                          SUPERSEDED SURVEY CONTROL
 QJ0234
 QJ0234  NAD 83(1986)-  45 03 53.94801(N)    083 26 12.80935(W) AD(       ) 3
 QJ0234  NAD 27      -  45 03 53.90500(N)    083 26 12.90200(W) AD(       ) 3
 QJ0234
 QJ0234.Superseded values are not recommended for survey control.
 QJ0234
 QJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0234.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0234
 QJ0234_MARKER: 91 = CHURCH CROSS
 QJ0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0234
 QJ0234  HISTORY     - Date     Condition        Report By
 QJ0234  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0234  HISTORY     - 1979     GOOD             NOS
 QJ0234  HISTORY     - 19970330 GOOD             USPSQD
 QJ0234  HISTORY     - 19990515 GOOD             USPSQD
 QJ0234  HISTORY     - 20250107 GOOD             INDIV
 QJ0234
 QJ0234                          STATION DESCRIPTION
 QJ0234
 QJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0234'THE STATION IS THE CROSS ON THE BELL TOWER OF THE ST. BERNARDS
 QJ0234'CATHOLIC CHURCH.
 QJ0234'IT IS LOCATED ABOUT 3 BLOCKS NORTHWEST OF THE CENTER OF TOWN, IN THE
 QJ0234'SOUTHEAST ANGLE OF CHISHOLM AND N.
 QJ0234'FIFTH STREETS.  IT IS A GRAY STONE STRUCTURE WITH A GREEN
 QJ0234'ROOFED CONICAL BELL TOWER, WITH A CROSS ON THE TOP,
 QJ0234'OVER THE NORTH AND MAIN ENTRANCE INTO
 QJ0234'THE BUILDING.
 QJ0234
 QJ0234                          STATION RECOVERY (1979)
 QJ0234
 QJ0234'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0234'RECOVERED AS DESCRIBED IN 1956 DESCRIPTION.
 QJ0234
 QJ0234                          STATION RECOVERY (1997)
 QJ0234
 QJ0234'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0234'RECOVERED IN GOOD CONDITION.
 QJ0234
 QJ0234                          STATION RECOVERY (1999)
 QJ0234
 QJ0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0234'RECOVERED IN GOOD CONDITION.
 QJ0234
 QJ0234                          STATION RECOVERY (2025)
 QJ0234
 QJ0234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0234'HAS BEEN RESHINGLED IN THE PAST BUT NO OBVIOUS CHANGE IN STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0230 ***********************************************************************
 QJ0230  DESIGNATION -  ALPENA ST MARYS CATH CH SPIRE
 QJ0230  PID         -  QJ0230
 QJ0230  STATE/COUNTY-  MI/ALPENA
 QJ0230  COUNTRY     -  US
 QJ0230  USGS QUAD   -  ALPENA (2017)
 QJ0230
 QJ0230                         *CURRENT SURVEY CONTROL
 QJ0230  ______________________________________________________________________
 QJ0230* NAD 83(1994) POSITION- 45 03 56.10948(N) 083 25 39.09311(W)   ADJUSTED
 QJ0230  ______________________________________________________________________
 QJ0230  GEOID HEIGHT    -        -36.547 (meters)                     GEOID18
 QJ0230  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 QJ0230  HORZ ORDER      -  THIRD
 QJ0230
 QJ0230.The horizontal coordinates were established by classical geodetic methods
 QJ0230.and adjusted by the National Geodetic Survey in February 1997.
 QJ0230
 QJ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0230.GEOID18 height accuracy estimate available here.
 QJ0230
 QJ0230.Click photographs - Photos may exist for this station.
 QJ0230
 QJ0230.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0230
 QJ0230. The following values were computed from the NAD 83(1994) position.
 QJ0230
 QJ0230;                    North         East     Units Scale Factor Converg.
 QJ0230;SPC MI C     -   194,768.119 6,073,955.812   MT  0.99991498   +0 39 48.3
 QJ0230;SPC MI C     -   639,003.02 19,927,676.55   iFT  0.99991498   +0 39 48.3
 QJ0230;UTM  17      - 4,993,103.039   308,892.280   MT  1.00004910   -1 43 08.4
 QJ0230
 QJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0889293103(NAD 83)
 QJ0230
 QJ0230                          SUPERSEDED SURVEY CONTROL
 QJ0230
 QJ0230  NAD 83(1986)-  45 03 56.10518(N)    083 25 39.09471(W) AD(       ) 3
 QJ0230  NAD 27      -  45 03 56.05900(N)    083 25 39.18900(W) AD(       ) 3
 QJ0230
 QJ0230.Superseded values are not recommended for survey control.
 QJ0230
 QJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0230.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0230
 QJ0230_MARKER: 91 = CHURCH CROSS
 QJ0230
 QJ0230  HISTORY     - Date     Condition        Report By
 QJ0230  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0230  HISTORY     - 19970330 GOOD             USPSQD
 QJ0230  HISTORY     - 19990515 GOOD             USPSQD
 QJ0230  HISTORY     - 20250107 MARK NOT FOUND   INDIV
 QJ0230
 QJ0230                          STATION DESCRIPTION
 QJ0230
 QJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0230'THE STATION IS THE CROSS ON THE TOP OF THE BELL TOWER OF THE
 QJ0230'ST. MARYS CATHOLIC
 QJ0230'CHURCH.  IT IS LOCATED ABOUT 3 BLOCKS NORTH OF THE CENTER OF TOWN, IN
 QJ0230'THE SOUTHEAST ANGLE OF N. SECOND AND
 QJ0230'MILLER STREETS.  IT IS A RED BRICK BUILDING WITH A
 QJ0230'BELL TOWER OVER THE WEST AND MAIN ENTRANCE INTO THE
 QJ0230'BUILDING.  THE ROOF OF THE BELL TOWER
 QJ0230'IS PAINTED GRAY.
 QJ0230
 QJ0230                          STATION RECOVERY (1997)
 QJ0230
 QJ0230'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0230'RECOVERED IN GOOD CONDITION.
 QJ0230
 QJ0230                          STATION RECOVERY (1999)
 QJ0230
 QJ0230'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0230'RECOVERED IN GOOD CONDITION.
 QJ0230
 QJ0230                          STATION RECOVERY (2025)
 QJ0230
 QJ0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 QJ0230'STEEPLE HAS BEEN REPLACED AT LEAST TWICE SINCE THE ORIGINAL SETTING.
 QJ0230'IT WAS STRUCK BY LIGHTNING IN 1956 AND DAMAGE WAS DONE TO THE BELFRY
 QJ0230'AT THE BASE OF THE STEEPLE.  IN 1971 THE STEEPLE WAS REMOVED AND A NEW
 QJ0230'ONE INSTALLED.  IT WAS LATER REPLACED AGAIN WITH A FIBERGLASS STEEPLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1561 ***********************************************************************
 RL1561  DESIGNATION -  ALPHA
 RL1561  PID         -  RL1561
 RL1561  STATE/COUNTY-  MI/IRON
 RL1561  COUNTRY     -  US
 RL1561  USGS QUAD   -  FORTUNE LAKES (2017)
 RL1561
 RL1561                         *CURRENT SURVEY CONTROL
 RL1561  ______________________________________________________________________
 RL1561* NAD 83(1994) POSITION- 46 00 51.95949(N) 088 23 26.94098(W)   ADJUSTED
 RL1561* NAVD 88 ORTHO HEIGHT -   463.    (meters)     1519.    (feet) SCALED
 RL1561  ______________________________________________________________________
 RL1561  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 RL1561  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC18
 RL1561  HORZ ORDER      -  SECOND
 RL1561
 RL1561.The horizontal coordinates were established by classical geodetic methods
 RL1561.and adjusted by the National Geodetic Survey in February 1997.
 RL1561
 RL1561.The orthometric height was scaled from a topographic map.
 RL1561
 RL1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1561.GEOID18 height accuracy estimate available here.
 RL1561
 RL1561.Click photographs - Photos may exist for this station.
 RL1561
 RL1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1561
 RL1561. The following values were computed from the NAD 83(1994) position.
 RL1561
 RL1561;                    North         East     Units Scale Factor Converg.
 RL1561;SPC MI N     -   137,774.220 7,892,305.541   MT  0.99991395   -1 00 19.0
 RL1561;SPC MI N     -   452,015.16 25,893,390.88   iFT  0.99991395   -1 00 19.0
 RL1561;SPC WI N     -    95,486.333   724,605.322   MT  0.99994891   +1 09 38.9
 RL1561;SPC WI N     -   313,274.74  2,377,309.29   sFT  0.99994891   +1 09 38.9
 RL1561;UTM  16      - 5,096,591.443   392,334.190   MT  0.99974250   -1 00 02.9
 RL1561
 RL1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1561!SPC MI N     -   0.99993258  x   0.99991395  =   0.99984654
 RL1561!SPC WI N     -   0.99993258  x   0.99994891  =   0.99988149
 RL1561!UTM  16      -   0.99993258  x   0.99974250  =   0.99967510
 RL1561
 RL1561:                Primary Azimuth Mark                     Grid Az
 RL1561:SPC MI N     -  ALPHA AZ MK                              025 41 02.8
 RL1561:SPC WI N     -  ALPHA AZ MK                              023 31 04.9
 RL1561:UTM  16      -  ALPHA AZ MK                              025 40 46.7
 RL1561
 RL1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9233496591(NAD 83)
 RL1561
 RL1561|---------------------------------------------------------------------|
 RL1561| PID    Reference Object                     Distance      Geod. Az  |
 RL1561|                                                           dddmmss.s |
 RL1561| CJ1771 ALPHA AZ MK                                        0244043.8 |
 RL1561| CJ1772 ALPHA RM 1                           22.610 METERS 04447     |
 RL1561| CJ1773 ALPHA RM 2                           22.288 METERS 31651     |
 RL1561|---------------------------------------------------------------------|
 RL1561
 RL1561                          SUPERSEDED SURVEY CONTROL
 RL1561
 RL1561  NAD 83(1991)-  46 00 51.95793(N)    088 23 26.93922(W) AD(       ) 2
 RL1561  NAD 83(1986)-  46 00 51.95791(N)    088 23 26.92860(W) AD(       ) 2
 RL1561  NAD 27      -  46 00 52.12000(N)    088 23 26.44000(W) AD(       ) 2
 RL1561
 RL1561.Superseded values are not recommended for survey control.
 RL1561
 RL1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1561.See file dsdata.pdf to determine how the superseded data were derived.
 RL1561
 RL1561_MARKER: DS = TRIANGULATION STATION DISK
 RL1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1561_STAMPING: ALPHA 1954
 RL1561_MARK LOGO: CGS
 RL1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1561+STABILITY: SURFACE MOTION
 RL1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1561+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2007
 RL1561
 RL1561  HISTORY     - Date     Condition        Report By
 RL1561  HISTORY     - 1954     MONUMENTED       CGS
 RL1561  HISTORY     - 20070722 GOOD             GEOCAC
 RL1561
 RL1561                          STATION DESCRIPTION
 RL1561
 RL1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1561'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF FLORENCE, WISCONSIN,
 RL1561'6 MILES SOUTH SOUTHWEST OF CRYSTAL FALLS AND 3 MILES SOUTH
 RL1561'SOUTHWEST OF ALPHA ALONG THE SOUTH RIGHT OF WAY OF GRAVEL
 RL1561'ROAD.  STATION IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 RL1561'OF ROAD, 12 FEET NORTHWEST OF A TRIANGLE BLAZED TELEPHONE
 RL1561'POLE, 6 FEET EAST OF WITNESS POST AND 5 FEET NORTH OF FENCE.
 RL1561'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RL1561'ALPHA 1954.
 RL1561'
 RL1561'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE
 RL1561'CENTER OF ROAD AND 7 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 RL1561'ABOUT 6 INCHES AND THE DISK IS STAMPED ALPHA NO 1 1954.
 RL1561'
 RL1561'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE APPROXIMATE
 RL1561'CENTER OF ROAD AND 7 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 RL1561'ABOUT 6 INCHES AND THE DISK IS STAMPED ALPHA NO 2 1954.
 RL1561'
 RL1561'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 RL1561'ROAD, 2.5 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 RL1561'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RL1561'ALPHA 1954.
 RL1561'
 RL1561'TO REACH FROM THE CIRCLE DRIVE IN FRONT OF THE HIGH SCHOOL
 RL1561'IN ALPHA GO SOUTH FOR 0.1 MILE TO T INTERSECTION.  TURN RIGHT
 RL1561'AND GO WESTERLY ON BLACK TOP ROAD FOR 0.5 MILE TO FORKS.  KEEP
 RL1561'LEFT FORK AND GO SOUTH FOR 0.65 MILE TO AZIMUTH MARK ON LEFT
 RL1561'OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE
 RL1561'TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.15
 RL1561'MILE TO STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 RL1561'
 RL1561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RL1561
 RL1561                          STATION RECOVERY (2007)
 RL1561
 RL1561'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 RL1561'TO REACH FROM THE POST OFFICE IN ALPHA, GO WEST ON COUNTY ROAD 424
 RL1561''MAIN ST' FOR 0.5 MILES TO BUCK LAKE ROAD ON THE LEFT. TURN LEFT AND
 RL1561'GO SOUTH) ON BLACKTOP ROAD 1.95 MILES TO RAINBOW TRAIL CROSSROADS.
 RL1561'TURN RIGHT AND GO WEST 0.15 MILES ON PAVED ROAD TO THE MARK ON THE
 RL1561'LEFT, SOUTH SIDE OF ROAD. NOTE--LARGE OPEN HAY FIELD TO THE SOUTH.
 RL1561'
 RL1561'IT IS 6 FEET WEST OF THE ORIGINAL WOODEN WITNESS POST, 0.5 FEET SOUTH
 RL1561'OF AN EXISTING CARSONITE WITNESS POST.  A STANDARD USCGS TRIANGULATION
 RL1561'STATION DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 RL1561'GROUND.
 RL1561'
 RL1561'A CASUAL SEARCH DID NOT LOCATE RM 1 AND RM 2. PROBABLY BURIED UNDER 5
 RL1561'FOOT WIDE ROW OF PILED FIELD STONES ALONG SOUTH SIDE OF THE FENCE
 RL1561'LINE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0619 ***********************************************************************
 OK0619  DESIGNATION -  ALPINE
 OK0619  PID         -  OK0619
 OK0619  STATE/COUNTY-  MI/KENT
 OK0619  COUNTRY     -  US
 OK0619  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0619
 OK0619                         *CURRENT SURVEY CONTROL
 OK0619  ______________________________________________________________________
 OK0619* NAD 83(1994) POSITION- 43 01 57.38335(N) 085 41 58.35545(W)   ADJUSTED
 OK0619* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 OK0619  ______________________________________________________________________
 OK0619  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 OK0619  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 OK0619  HORZ ORDER      -  FIRST
 OK0619
 OK0619.The horizontal coordinates were established by classical geodetic methods
 OK0619.and adjusted by the National Geodetic Survey in February 1997.
 OK0619
 OK0619.The orthometric height was scaled from a topographic map.
 OK0619
 OK0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0619.GEOID18 height accuracy estimate available here.
 OK0619
 OK0619.Click photographs - Photos may exist for this station.
 OK0619
 OK0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0619
 OK0619. The following values were computed from the NAD 83(1994) position.
 OK0619
 OK0619;                    North         East     Units Scale Factor Converg.
 OK0619;SPC MI S     -   171,098.334 3,891,387.740   MT  0.99991019   -0 54 25.4
 OK0619;SPC MI S     -   561,346.24 12,767,020.14   iFT  0.99991019   -0 54 25.4
 OK0619;UTM  16      - 4,765,256.244   605,942.666   MT  0.99973807   +0 53 15.1
 OK0619
 OK0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0619!SPC MI S     -   0.99996483  x   0.99991019  =   0.99987502
 OK0619!UTM  16      -   0.99996483  x   0.99973807  =   0.99970291
 OK0619
 OK0619:                Primary Azimuth Mark                     Grid Az
 OK0619:SPC MI S     -  BALLARDS                                 349 44 06.0
 OK0619:UTM  16      -  BALLARDS                                 347 56 25.5
 OK0619
 OK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0594265256(NAD 83)
 OK0619
 OK0619|---------------------------------------------------------------------|
 OK0619| PID    Reference Object                     Distance      Geod. Az  |
 OK0619|                                                           dddmmss.s |
 OK0619| OK0705 ALPINE RM 1                          29.837 METERS 01105     |
 OK0619| OK0402 ALPINE RM 2                                        13329     |
 OK0619| OK0706 ALPINE RM 3                          10.318 METERS 15010     |
 OK0619| NF1645 GRAND RAPIDS SILVER WATER TANK      APPROX.12.3 KM 1505631.7 |
 OK0619| NF1646 GRAND RAPIDS NATL BANK DOME         APPROX. 7.7 KM 1624422.8 |
 OK0619| OK0704 ALPINE AZ MK 2                      392.746 METERS 17550     |
 OK0619| NF1644 GRAND RAPIDS BLACK WATER TANK       APPROX. 5.6 KM 2114728.4 |
 OK0619| OK0618 BALLARDS                            APPROX. 9.4 KM 3484940.6 |
 OK0619|---------------------------------------------------------------------|
 OK0619
 OK0619                          SUPERSEDED SURVEY CONTROL
 OK0619
 OK0619  NAD 83(1986)-  43 01 57.38387(N)    085 41 58.36801(W) AD(       ) 1
 OK0619  NAD 27      -  43 01 57.29683(N)    085 41 58.24553(W) AD(       ) 1
 OK0619
 OK0619.Superseded values are not recommended for survey control.
 OK0619
 OK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0619.See file dsdata.pdf to determine how the superseded data were derived.
 OK0619
 OK0619_MARKER: DS = TRIANGULATION STATION DISK
 OK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0619_STAMPING: ALPINE 1931
 OK0619_MARK LOGO: CGS
 OK0619_PROJECTION: RECESSED 61 CENTIMETERS
 OK0619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0619+STABILITY: SURFACE MOTION
 OK0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0619+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2023
 OK0619
 OK0619  HISTORY     - Date     Condition        Report By
 OK0619  HISTORY     - 1931     MONUMENTED       CGS
 OK0619  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1980     GOOD             MIDH
 OK0619  HISTORY     - 19840221 GOOD             NGS
 OK0619  HISTORY     - 19840222 GOOD             NGS
 OK0619  HISTORY     - 1990     GOOD             USPSQD
 OK0619  HISTORY     - 19980708 GOOD             WADTRI
 OK0619  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0619  HISTORY     - 20030922 GOOD             INDIV
 OK0619  HISTORY     - 20061221 GOOD             MIDT
 OK0619  HISTORY     - 20121018 GOOD             WOOLPT
 OK0619  HISTORY     - 20121022 GOOD             WOOLPT
 OK0619  HISTORY     - 20231222 GOOD             WILWRK
 OK0619
 OK0619                          STATION DESCRIPTION
 OK0619
 OK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0619'ABOUT 1-1/2 MILES WEST OF COMSTOCK PARK, SUBURB NORTH OF GRAND RAPIDS,
 OK0619'ABOUT 1/4 MILE SOUTH OF CENTER OF SEC. 35, T. 8 N., R. 12 W.
 OK0619'
 OK0619'TO REACH FROM COMSTOCK PARK, TAKE WALKER-COMSTOCK PARK ROAD (GRAVEL)
 OK0619'WEST FROM POST OFFICE AND CROSS PAVED ROAD M-37 AT PLATTE CORNERS 1.2
 OK0619'MILES DISTANT, CONTINUE WEST FROM THIS CORNER 0.5 MILE AND TURN RIGHT
 OK0619'(NORTH) ON DIRT ROAD EXACTLY 1/4 MILE TO TOP OF GRADE AND
 OK0619'EAST-AND-WEST FENCE LINE BETWEEN TWO CULTIVATED FIELDS ON WEST SIDE OF
 OK0619'ROAD.
 OK0619'
 OK0619'STATION IS IN NORTHEAST CORNER OF CULTIVATED FIELD, 18 FEET WEST OF
 OK0619'NORTH-AND-SOUTH WIRE FENCE, 42 FEET WEST OF CENTER LINE OF
 OK0619'NORTH-AND-SOUTH ROAD LEADING TO STATION, AND 19 FEET SOUTH OF
 OK0619'EAST-AND-WEST WIRE FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OK0619'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 1 FOOT
 OK0619'BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 OK0619'IN CONCRETE, NOTE 11A.
 OK0619'
 OK0619'NO. 1 IS 1 FOOT EAST OF NORTH-AND-SOUTH WIRE FENCE, 23 FEET WEST OF
 OK0619'CENTER LINE OF ROAD LEADING TOWARD STATION, AND 23.83 METERS (78.2
 OK0619'FEET) FROM STATION IN AZIMUTH 191 DEG 05 MIN.
 OK0619'
 OK0619'NO. 2 IS 1/4 MILE EAST OF WHERE ROAD LEADING TO STATION TURNS OFF, 1
 OK0619'FOOT SOUTH OF FENCE, 16 FEET SOUTH OF CENTER LINE OF EAST-AND-WEST
 OK0619'GRAVEL ROAD, 10 FEET EAST OF 14-INCH WALNUT TREE, 0.3 MILE WEST OF
 OK0619'JUNCTION OF GRAVEL ROAD WITH HIGHWAY M-37, AND APPROXIMATELY 1/2 MILE
 OK0619'FROM STATION IN AZIMUTH 313 DEG 28 MIN 59 SEC.
 OK0619
 OK0619                          STATION RECOVERY (1966)
 OK0619
 OK0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OK0619'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 OK0619'CONDITION AT THIS TIME.  REFERENCE MARK 2 WAS NOT RECOVERED AFTER A
 OK0619'SEARCH WAS MADE AND IS ASSUMED LOST.  REFERENCE MARK 3 WAS ESTABLISHED
 OK0619'AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 9.7
 OK0619'FEET LONGER THAN THE PREVIOUS STATED MEASUREMENT.  DUE TO VARIOUS
 OK0619'CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OK0619'
 OK0619'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF GRAND RAPIDS, AT THE
 OK0619'NORTH EDGE OF THE SUBURB OF WALKER AND ON PROPERTY OWNED BY MR. ROY
 OK0619'SPRINGER.
 OK0619'
 OK0619'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE
 OK0619'ROAD, AT THE NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR 0.5 MILE
 OK0619'TO THE INTERSECTION OF CORDES ROAD.  TURN RIGHT AND GO NORTH ON CORDES
 OK0619'ROAD FOR 0.25 MILE TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 OK0619'
 OK0619'STATION MARK IS A STANDARD DISK, STAMPED ALPINE 1931, SET IN THE TOP
 OK0619'OF A CONCRETE MONUMENT, 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS
 OK0619'40 FEET WEST OF THE CENTERLINE OF THE ROAD, 32 FEET NORTHWEST OF A
 OK0619'METAL WITNESS POST AND A SIGN, 23 FEET EAST OF THE EAST ROW OF APPLE
 OK0619'TREES, 27 FEET SOUTHEAST OF THE MOST NORTHEAST APPLE TREE IN THE
 OK0619'ORCHARD, AND JUST ACROSS THE ROAD FROM A HOUSE (3784 CORDES ROAD).
 OK0619'(NOTE 1A 7A)
 OK0619'
 OK0619'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALPINE NO 1 1931, SET IN
 OK0619'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 OK0619'92 FEET NORTHEAST OF THE NORTHEAST APPLE TREE, 21 FEET WEST OF THE
 OK0619'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 OK0619'SIGN.
 OK0619'
 OK0619'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ALPINE NO 3 1931 1966,
 OK0619'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 OK0619'IT IS 40 FEET EAST OF THE EAST EDGE OF THE ORCHARD, 23 FEET WEST OF
 OK0619'THE CENTERLINE OF THE ROAD AND 2.7 FEET SOUTH OF THE WITNESS POST.
 OK0619'
 OK0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NORTHWEST OF GRAND
 OK0619'RAPIDS 5 MILES
 OK0619'
 OK0619'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0619
 OK0619                          STATION RECOVERY (1967)
 OK0619
 OK0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OK0619'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND AS DESCRIBED IN
 OK0619'THE 1966 RECOVERY NOTE.  THE DISTANCE WAS CHECKED TO REFERENCE MARK 1
 OK0619'AND FOUND TO BE 97.90 FEET AS STATED IN THE RECOVERY NOTE.  THE TANKS
 OK0619'AND DOME MENTIONED IN THE ORIGINAL DESCRIPTION WILL NOT SEE FROM THE
 OK0619'GROUND AT THE STATION, TO SET A NEW AZIMUTH MARK FROM.  IT IS POSSIBLE
 OK0619'WITH A 15 TO 20 FOOT TOWER THAT THESE POINTS WILL SEE.
 OK0619'
 OK0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES NORTHWEST OF
 OK0619'GRAND RAPIDS.
 OK0619
 OK0619                          STATION RECOVERY (1980)
 OK0619
 OK0619'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0619'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 OK0619'CONDITION.  THE STATION IS 40 FEET WEST OF CORDES ROAD IN THE ENTRANCE
 OK0619'TO AN APPLE ORCHARD AND IS BURIED 1 FOOT BELOW SURFACE OF GROUND.
 OK0619
 OK0619                          STATION RECOVERY (1984)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OK0619'THE STATION MARK REFERENCE MARK 1 AND 3 WERE RECOVERED IN GOOD
 OK0619'CONDITION.  THE DISTANCES AND DIRECTIONS TO BOTH REFERENCE MARKS
 OK0619'CHECKED THE 1966 DATA.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 OK0619'TIME.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.
 OK0619'
 OK0619'THE STATION IS ON PROPERTY OWNED BY ROSS ROY FARM NYBLAD ORCHARDS INC.
 OK0619'OF KENT CITY  MICHIGAN.
 OK0619'
 OK0619'THE STATION IS A STANDARD CGS DISK STAMPED--ALPINE 1931--, SET INTO
 OK0619'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 OK0619'RECESSED 14 INCHES (42 CM) BELOW THE GROUND.
 OK0619'
 OK0619'THE STATION IS LOCATED 12.192 METERS (40.000 FT) WEST FROM THE
 OK0619'CENTERLINE OF CORDER ROAD, 7.010 METERS (22.999 FT) EAST FROM THE EAST
 OK0619'ROW OF APPLE TREES IN THE SOUTH FIELD, 8.230 METERS (27.001 FT)
 OK0619'SOUTHEAST FROM THE NORTHEAST MOST APPLE TREE IN THE SOUTH FIELD, 5.791
 OK0619'METERS (18.999 FT) SOUTH FROM THE CENTERLINE OF A FIELD ENTRANCE ROAD.
 OK0619'
 OK0619'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ALPINE NO 1
 OK0619'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OK0619'(36 CM) IN DIAMETER, FLUSH WITH GROUND.
 OK0619'
 OK0619'THE STATION IS LOCATED 28.042 METERS (92.001 FT) NORTHEAST OF THE
 OK0619'NORTHEAST MOST APPLE TREE IN SOUTH FIELD, 25.908 METERS (85.000 FT)
 OK0619'NORTH FROM THE CENTERLINE OF FIELD ENTRANCE ROAD AND 6.401 METERS
 OK0619'(21.001 FT) WEST FROM THE CENTERLINE OF CORDES ROAD, 4.572 METERS
 OK0619'(15.000 FT) EAST FROM THE SOUTHEAST MOST APPLE TREE IN NORTH FIELD AND
 OK0619'0.61 METER (2.00 FT) HIGHER THAN THE STATION.
 OK0619'
 OK0619'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ALPINE NO 3 1931
 OK0619'1966--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 OK0619'(30 CM) IN DIAMETER, FLUSH WITH GROUND.
 OK0619'
 OK0619'THE STATION IS LOCATED 12.192 METERS (40.000 FT) EAST FROM THE EAST
 OK0619'ROW OF APPLE TREES IN SOUTH FIELD, 7.010 METERS (22.999 FT) WEST FROM
 OK0619'THE CENTERLINE OF CORDES ROAD AND 0.823 METERS (2.700 FT) SOUTH FROM A
 OK0619'WITNESS POST AND 0.61 METERS (2.00 FT) HIGHER THAN THE STATION.
 OK0619'
 OK0619'AZIMUTH MARK NO 2 THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OK0619'STAMPED--ALPINE 1931 1984--, SET INTO THE TOP OF A 10 INCH ROUND
 OK0619'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 38.0 FT (11.6 M)
 OK0619'SOUTH FROM THE CENTERLINE OF 4 MILE (6.4 KM) ROAD, 34.6 FT (10.5 M)
 OK0619'WEST FROM A FENCE LINE AND A UTILITY POLE, 31.5 FT (9.6 M) EAST FROM
 OK0619'THE CENTERLINE OF THE ENTRANCE TO THE ENGLISH HILLS GOLF COURSE AND
 OK0619'1.5 FT (0.5 M) EAST FROM THE EDGE OF CURB BORDERING THIS ENTRANCE.  A
 OK0619'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALPINE 1931
 OK0619'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF LIGHT ABOVE
 OK0619'STATION WAS 1.5 METERS (4.9 FT).
 OK0619'
 OK0619'THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) NORTHWEST OF GRAND
 OK0619'RAPIDS, AT THE NORTH EDGE OF THE SUBURB OF WALKER AND ON HIGHWAY
 OK0619'RIGHT-OF-WAY.
 OK0619'
 OK0619'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE
 OK0619'(6.4 KM) ROAD, AT THE NORTH EDGE OF WALKER, GO WEST ON 4 MILE (6.4 KM)
 OK0619'ROAD FOR 0.5 MILE (0.8 KM) TO THE INTERSECTION OF CORDES ROAD AND THE
 OK0619'STATION ON THE SOUTH SIDE OF 4 MILE (6.4 KM)  ROAD.
 OK0619
 OK0619                          STATION RECOVERY (1984)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OK0619'STATION IS LOCATED IN QUAD. 430853, IN THE SUBURB OF WALKER, ABOUT
 OK0619'8.05 KM (5.00 MI) NORTH OF GRAND RAPIDS, ABOUT 1/4 MILE SOUTH OF THE
 OK0619'CENTER OF SEC. 35, T 8 N, R 12 W, AND ON PROPERTY OWNED BY ROSS ROY
 OK0619'FARM, NYBLAD ORCHARDS INC. OF KENT CITY, MICHIGAN.
 OK0619'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE ROAD, AT THE
 OK0619'NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR 0.80 KM (0.50 MI) TO
 OK0619'THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH MARK NO 1 SET IN THE
 OK0619'SOUTHEAST QUADRANT OF THIS INTERSECTION.  TURN RIGHT AND GO NORTH ON
 OK0619'CORDES ROAD FOR 0.40 KM (0.25 MI) TO THE TOP OF GRADE AND THE STATION
 OK0619'ON LEFT.
 OK0619'STATION IS RECESSED 42 CM BELOW THE GROUND SURFACE, 29.837 M
 OK0619'(97.890 FT) SOUTHWEST FROM ALPINE NO 1 1931, 12.192 M (40.000 FT)
 OK0619'WEST FROM THE CENTER OF CORDES ROAD, 10.318 M (33.852 FT) NORTHWEST
 OK0619'FROM ALPINE 1931 NO 3 1966, 8.230 M (27.001 FT) SOUTHEAST FROM THE
 OK0619'NORTHEAST MOST APPLE TREE IN THE SOUTH FIELD, 7.010 M (22.999 FT)
 OK0619'EAST FROM THE EAST ROW OF APPLE TREES, IN THE SOUTH FIELD AND 5.791 M
 OK0619'(18.999 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE ROAD.
 OK0619'A TRAVERSE CONNECTION WAS MADE TO THE ALPINE 1931 AZ MK 2 1984 USING
 OK0619'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OK0619'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OK0619'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OK0619
 OK0619                          STATION RECOVERY (1990)
 OK0619
 OK0619'RECOVERY NOTE BY US POWER SQUADRON 1990 (DMW)
 OK0619'RECOVERED IN GOOD CONDITION.
 OK0619
 OK0619                          STATION RECOVERY (1998)
 OK0619
 OK0619'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 OK0619'STATION IS LOCATED IN QUAD.  430853, IN THE SUBURB OF WALKER, ABOUT
 OK0619'8.05KMNORTH OF GRAND RAPIDS, ABOUT 1/4 MILE SOUTH OF THE CENTER OF
 OK0619'SECTION.  35, T8N, R12W, AND ON PROPERTY OWNED BY ROSS ROY FARM,
 OK0619'NYBLAD ORCHARDS INC.  OF KENT CITY, MICHIGAN.
 OK0619'
 OK0619'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE (6.4 KM)
 OK0619'ROAD, AT THE NORTH EDGE OF WALKER, GO WEST ON 4 MILE (6.4 KM) ROAD FOR
 OK0619'0.80 KM (0.50 MI) TO THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH
 OK0619'MARK NO 1 SET IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  TURN
 OK0619'RIGHT AND GO NORTH ON CORDES ROAD FOR 0.4 KM (0.25 MI) TO THE TOP OF
 OK0619'GRADE AND THE STATION OF LEFT.
 OK0619'
 OK0619'STATION IS RECESSED 42 CM BELOW THE GROUND SURFACE, 29.837 M (97.890
 OK0619'FT) SOUTHWEST FROM ALPINE NO 1 1931, 12.192 M (40.000 FT) WEST FROM
 OK0619'THE CENTER OF CORDES ROAD, 10.318 M (33.852 FT) NORTHWEST FROM ALPINE
 OK0619'1931 N0 3 1966, 8.32 M (27.30 FT) SOUTHEAST FROM THE NORTHEAST MOST
 OK0619'APPLE TREE IN THE SOUTH FIELD, 7.010 M (22.999 FT) EAST FROM THE EAST
 OK0619'ROW OF APPLE TREES, IN THE SOUTH FIELD AND 5.791 M (18.999 FT) SOUTH
 OK0619'FROM THE CENTER OF A FIELD ENTRANCE ROAD.
 OK0619
 OK0619                          STATION RECOVERY (2001)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0619
 OK0619                          STATION RECOVERY (2003)
 OK0619
 OK0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0619'WITNESSES TO MARK -S 1/4 COR. SEC. 35,T8N, R12W S01D27M41SE 1247.10'
 OK0619'(380.12 M) NW COR. GARAGE (HSE. 3784) EAST 114.2' (34.8 M) FIRE
 OK0619'HYDRANT SSE 57.5' (17.5 M) SW COR. HSE. 3784 ESE 132.0' (40.2 M) NW
 OK0619'COR. HSE. 3784 NE 153.0' (46.6 M).
 OK0619
 OK0619                          STATION RECOVERY (2006)
 OK0619
 OK0619'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (RCZ)
 OK0619'RECOVERED AS DESCRIBED.
 OK0619'ADEQUATE FOR GPS OBSERVATIONS WHEN NO LEAVES ON THE TREES.
 OK0619'
 OK0619
 OK0619                          STATION RECOVERY (2012)
 OK0619
 OK0619'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 OK0619'RECOVERED IN GOOD CONDITION.
 OK0619
 OK0619                          STATION RECOVERY (2012)
 OK0619
 OK0619'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 OK0619'RECOVERED IN GOOD CONDITION.
 OK0619
 OK0619                          STATION RECOVERY (2023)
 OK0619
 OK0619'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0619'RECOVERED IN GOOD CONDITION AS DESCRIBED.  CARSONITE IS MISSING AND
 OK0619'MARK IS ABOUT 2 FT (0.6 M) BELOW GRADE.  MARK IS CLOSE TO AN APPLE
 OK0619'ORCHARD BUT TREES ARE SMALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0704 ***********************************************************************
 OK0704  DESIGNATION -  ALPINE AZ MK 2
 OK0704  PID         -  OK0704
 OK0704  STATE/COUNTY-  MI/KENT
 OK0704  COUNTRY     -  US
 OK0704  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0704
 OK0704                         *CURRENT SURVEY CONTROL
 OK0704  ______________________________________________________________________
 OK0704* NAD 83(1994) POSITION- 43 01 44.69004(N) 085 41 57.09405(W)   ADJUSTED
 OK0704* NAVD 88 ORTHO HEIGHT -   247.2   (meters)      811.    (feet) VERTCON3
 OK0704  ______________________________________________________________________
 OK0704  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 OK0704  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 OK0704  HORZ ORDER      -  THIRD
 OK0704
 OK0704.The horizontal coordinates were established by classical geodetic methods
 OK0704.and adjusted by the National Geodetic Survey in February 1997.
 OK0704
 OK0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0704
 OK0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0704.GEOID18 height accuracy estimate available here.
 OK0704
 OK0704.Click photographs - Photos may exist for this station.
 OK0704
 OK0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0704
 OK0704. The following values were computed from the NAD 83(1994) position.
 OK0704
 OK0704;                    North         East     Units Scale Factor Converg.
 OK0704;SPC MI S     -   170,706.260 3,891,410.091   MT  0.99991003   -0 54 24.6
 OK0704;SPC MI S     -   560,059.91 12,767,093.47   iFT  0.99991003   -0 54 24.6
 OK0704;UTM  16      - 4,764,865.130   605,977.278   MT  0.99973816   +0 53 15.8
 OK0704
 OK0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0704!SPC MI S     -   0.99996651  x   0.99991003  =   0.99987654
 OK0704!UTM  16      -   0.99996651  x   0.99973816  =   0.99970468
 OK0704
 OK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0597764865(NAD 83)
 OK0704
 OK0704                          SUPERSEDED SURVEY CONTROL
 OK0704
 OK0704  NAD 83(1986)-  43 01 44.69056(N)    085 41 57.10660(W) AD(       ) 3
 OK0704  NGVD 29 (04/09/92)  247.3    (m)          811.     (f) VERT ANG       
 OK0704
 OK0704.Superseded values are not recommended for survey control.
 OK0704
 OK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0704.See file dsdata.pdf to determine how the superseded data were derived.
 OK0704
 OK0704_MARKER: DZ = AZIMUTH MARK DISK
 OK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0704_STAMPING: ALPINE 1931 1984
 OK0704_MARK LOGO: NGS
 OK0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0704+STABILITY: SURFACE MOTION
 OK0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0704+SATELLITE: SATELLITE OBSERVATIONS - 1984
 OK0704
 OK0704  HISTORY     - Date     Condition        Report By
 OK0704  HISTORY     - 1984     MONUMENTED       NGS
 OK0704  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0704
 OK0704                          STATION DESCRIPTION
 OK0704
 OK0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OK0704'ALPINE 1931 AZ MK 2 LOCATED IN QUAD. 430853, ABOUT 8.05 KM (5.00 MI)
 OK0704'NORTHWEST OF GRAND RAPIDS, IN THE SUBURB OF WALKER ON HIGHWAY
 OK0704'RIGHT-OF-WAY PROPERTY.
 OK0704'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE ROAD, AT THE
 OK0704'NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR 0.80 KM (0.50 MI) TO
 OK0704'THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH MARK SET IN THE
 OK0704'SOUTHEAST QUADRANT OF THIS INTERSECTION.
 OK0704'AZIMUTH MARK 2 IS FLUSH WITH GROUND, 11.582 M (37.999 FT) SOUTH FROM
 OK0704'THE CENTER OF 4 MILE ROAD, 10.546 M (34.600 FT) WEST FROM A FENCE
 OK0704'LINE AND UTILITY POLE, 9.601 M (31.499 FT) EAST FROM THE CENTER OF
 OK0704'THE ENTRANCE TO ENGLISH HILL GOLF COURSE AND 0.457 M (1.499 FT) EAST
 OK0704'FROM THE EDGE OF CURB BORDERING ENTRANCE ROAD.
 OK0704'A TRAVERSE CONNECTION WAS MADE TO STATION ALPINE 1931 USING ELECTRONIC
 OK0704'DISTANCE MEASURING EQUIPMENT.
 OK0704'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OK0704
 OK0704                          STATION RECOVERY (2001)
 OK0704
 OK0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0402 ***********************************************************************
 OK0402  DESIGNATION -  ALPINE RM 2
 OK0402  PID         -  OK0402
 OK0402  STATE/COUNTY-  MI/KENT
 OK0402  COUNTRY     -  US
 OK0402  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0402
 OK0402                         *CURRENT SURVEY CONTROL
 OK0402  ______________________________________________________________________
 OK0402* NAD 83(1986) POSITION- 43 01 45.     (N) 085 41 30.     (W)   SCALED
 OK0402* NAVD 88 ORTHO HEIGHT -   236.082 (meters)      774.55  (feet) ADJUSTED
 OK0402  ______________________________________________________________________
 OK0402  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 OK0402  DYNAMIC HEIGHT  -        236.023 (meters)      774.35  (feet) COMP
 OK0402  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 OK0402
 OK0402  VERT ORDER      -  SECOND    CLASS 0
 OK0402
 OK0402.The horizontal coordinates were scaled from a map and have
 OK0402.an estimated accuracy of +/- 6 seconds.
 OK0402
 OK0402.The orthometric height was determined by differential leveling and
 OK0402.adjusted by the NATIONAL GEODETIC SURVEY
 OK0402.in June 1991.
 OK0402
 OK0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0402.GEOID18 height accuracy estimate available here.
 OK0402
 OK0402.Click photographs - Photos may exist for this station.
 OK0402
 OK0402.The dynamic height is computed by dividing the NAVD 88
 OK0402.geopotential number by the normal gravity value computed on the
 OK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0402.degrees latitude (g = 980.6199 gals.).
 OK0402
 OK0402.The modeled gravity was interpolated from observed gravity values.
 OK0402
 OK0402;                    North         East    Units  Estimated Accuracy
 OK0402;SPC MI S     -   170,710.    3,892,020.      MT  (+/- 180 meters Scaled)
 OK0402
 OK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN065648(NAD 83)
 OK0402
 OK0402                          SUPERSEDED SURVEY CONTROL
 OK0402
 OK0402  NGVD 29 (??/??/92)  236.218  (m)          774.99   (f) ADJ UNCH    2 0
 OK0402
 OK0402.Superseded values are not recommended for survey control.
 OK0402
 OK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0402.See file dsdata.pdf to determine how the superseded data were derived.
 OK0402
 OK0402_MARKER: DR = REFERENCE MARK DISK
 OK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0402_STAMPING: ALPINE NO 2 1931
 OK0402_MARK LOGO: CGS
 OK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0402+STABILITY: SURFACE MOTION
 OK0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0402+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OK0402
 OK0402  HISTORY     - Date     Condition        Report By
 OK0402  HISTORY     - 1931     MONUMENTED       CGS
 OK0402  HISTORY     - 1941     GOOD             CGS
 OK0402  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0402  HISTORY     - 1984     GOOD             USPSQD
 OK0402  HISTORY     - 19970315 GOOD             USPSQD
 OK0402  HISTORY     - 20031004 GOOD             JCLS
 OK0402  HISTORY     - 20061221 MARK NOT FOUND   MIDT
 OK0402
 OK0402                          STATION DESCRIPTION
 OK0402
 OK0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OK0402'1.6 MI NW FROM COMSTOCK PARK.
 OK0402'1.6 MILES NORTHWEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0402'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY, 300
 OK0402'YARDS WEST OF A CONCRETE HIGHWAY, 30 FEET SOUTH OF THE
 OK0402'CENTERLINE OF A GRAVEL ROAD, 24 YARDS SOUTHWEST OF A 30-INCH
 OK0402'WHITE OAK TREE, 24 YARDS EAST OF A 26-INCH ELM TREE, 10 FEET
 OK0402'EAST OF AN 18-INCH WALNUT TREE, AND 4 INCHES HIGHER THAN THE
 OK0402'ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED ALPINE NO. 2 1931
 OK0402'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 OK0402'ABOVE GROUND.
 OK0402
 OK0402                          STATION RECOVERY (1984)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0402'MARK NOT FOUND.
 OK0402
 OK0402                          STATION RECOVERY (1984)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0402'LOCATED: NORTHEAST CORNER OF SOUTHEAST 1/4 OF SOUTHWEST 1/4 SEC. 35
 OK0402'T. 8 N. R. 12 WEST ALPINE TWP., MICH. BENCH MARK IS 1/2 MILE WEST OF
 OK0402'ALPINE AVE. ON FOUR MILE ROAD, THENCE 1300 FEET NORTH ON WEST SIDE OF
 OK0402'CORDES AVE., NEAR TOP OF HILL, ACROSS ROAD FROM BRICK HOUSE NO. 3784,
 OK0402'FORTY FOUR FEET SOUTHWEST AND ACROSS ROAD INTERSECTION OF ROAD
 OK0402'SHOULDER AND CENTER LINE OF DRIVEWAY TO HOUSE, 80 FEET NORTHWEST AND
 OK0402'ACROSS ROAD FROM POWER POLE WITH TRANSFORMER, 23 1/2 FEET WEST OF
 OK0402'CENTERLINE OF CORDES AVE., 40 FEET SOUTH OF GRAVEL DRIVE INTO
 OK0402'ORCHARD, 2 FEET SOUTH OF STEEL POST.
 OK0402
 OK0402                          STATION RECOVERY (1997)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0402'RECOVERED IN GOOD CONDITION.
 OK0402
 OK0402                          STATION RECOVERY (2003)
 OK0402
 OK0402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0402'RECOVERED IN GOOD CONDITION.
 OK0402
 OK0402                          STATION RECOVERY (2006)
 OK0402
 OK0402'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (RCZ)
 OK0402'MARK NOT FOUND.
 OK0402'THIS STATIONS ELEVATION AND DESCRIPTION  WAS CONFUSED WITH
 OK0402'OK0704 (ALPINE AZ MK 2).
 OK0402'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1419 ***********************************************************************
 RJ1419  DESIGNATION -  AMC 54
 RJ1419  PID         -  RJ1419
 RJ1419  STATE/COUNTY-  MI/CHIPPEWA
 RJ1419  COUNTRY     -  US
 RJ1419  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1419
 RJ1419                         *CURRENT SURVEY CONTROL
 RJ1419  ______________________________________________________________________
 RJ1419* NAD 83(1994) POSITION- 46 22 50.59079(N) 084 13 37.95262(W)   ADJUSTED
 RJ1419* NAVD 88 ORTHO HEIGHT -   179.2   (meters)      588.    (feet) VERTCON3
 RJ1419  ______________________________________________________________________
 RJ1419  GEOID HEIGHT    -        -36.608 (meters)                     GEOID18
 RJ1419  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 RJ1419  HORZ ORDER      -  THIRD
 RJ1419
 RJ1419.The horizontal coordinates were established by classical geodetic methods
 RJ1419.and adjusted by the National Geodetic Survey in February 1997.
 RJ1419
 RJ1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1419
 RJ1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1419.GEOID18 height accuracy estimate available here.
 RJ1419
 RJ1419.Click photographs - Photos may exist for this station.
 RJ1419
 RJ1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1419
 RJ1419. The following values were computed from the NAD 83(1994) position.
 RJ1419
 RJ1419;                    North         East     Units Scale Factor Converg.
 RJ1419;SPC MI N     -   181,270.201 8,213,247.690   MT  0.99990422   +2 00 14.9
 RJ1419;SPC MI N     -   594,718.51 26,946,350.69   iFT  0.99990422   +2 00 14.9
 RJ1419;UTM  16      - 5,140,085.982   713,222.376   MT  1.00015889   +2 00 29.1
 RJ1419
 RJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1419!SPC MI N     -   0.99997764  x   0.99990422  =   0.99988186
 RJ1419!UTM  16      -   0.99997764  x   1.00015889  =   1.00013653
 RJ1419
 RJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1322240085(NAD 83)
 RJ1419
 RJ1419                          SUPERSEDED SURVEY CONTROL
 RJ1419
 RJ1419  NAD 83(1986)-  46 22 50.58567(N)    084 13 37.96264(W) AD(       ) 3
 RJ1419  NGVD 29 (02/08/93)  179.3    (m)          588.     (f) VERT ANG       
 RJ1419
 RJ1419.Superseded values are not recommended for survey control.
 RJ1419
 RJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1419.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1419
 RJ1419_MARKER: Z = SEE DESCRIPTION
 RJ1419_SETTING: 0 = UNSPECIFIED SETTING
 RJ1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1419
 RJ1419  HISTORY     - Date     Condition        Report By
 RJ1419  HISTORY     - 1987     MONUMENTED       NOS
 RJ1419  HISTORY     - 19940719 GOOD             USPSQD
 RJ1419
 RJ1419                          STATION DESCRIPTION
 RJ1419
 RJ1419'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1419'THE STATION IS LOCATED ON A CONCRETE CAISSON WHICH SUPPORTS
 RJ1419'THE WEST NEEBISH CHANNEL LT 54 APPROXIMATELY 7.5 NAUTICAL MILES
 RJ1419'SOUTHEAST OF THE FERRY LANDING TO SUGAR ISLAND ON THE ST MARYS
 RJ1419'RIVER.
 RJ1419'
 RJ1419'THE STATION CAN ONLY BE REACHED BY BOAT.
 RJ1419'
 RJ1419'THE STATION IS THE CENTER OF A CHISLED PUNCH MARK ON A 13 INCH
 RJ1419'PLATFORM WHICH IS ON THE CONCRETE CAISSON WHICH SUPPORTS THE
 RJ1419'WEST NEEBISH CHANNEL LT 54.  A ORANGE TRIANGLE WAS PAINTED AROUND
 RJ1419'THE PUNCH MARK AT THE TIME OF THE SURVAY.
 RJ1419'
 RJ1419'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1419'
 RJ1419'DESCRIBED BY R DECROIX.
 RJ1419
 RJ1419                          STATION RECOVERY (1994)
 RJ1419
 RJ1419'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1431 ***********************************************************************
 RJ1431  DESIGNATION -  AMC 61
 RJ1431  PID         -  RJ1431
 RJ1431  STATE/COUNTY-  MI/CHIPPEWA
 RJ1431  COUNTRY     -  US
 RJ1431  USGS QUAD   -  OAK RIDGE (2017)
 RJ1431
 RJ1431                         *CURRENT SURVEY CONTROL
 RJ1431  ______________________________________________________________________
 RJ1431* NAD 83(1994) POSITION- 46 19 57.62114(N) 084 11 03.02516(W)   ADJUSTED
 RJ1431* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) VERTCON3
 RJ1431  ______________________________________________________________________
 RJ1431  GEOID HEIGHT    -        -36.582 (meters)                     GEOID18
 RJ1431  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 RJ1431  HORZ ORDER      -  THIRD
 RJ1431
 RJ1431.The horizontal coordinates were established by classical geodetic methods
 RJ1431.and adjusted by the National Geodetic Survey in February 1997.
 RJ1431
 RJ1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1431
 RJ1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1431.GEOID18 height accuracy estimate available here.
 RJ1431
 RJ1431.Click photographs - Photos may exist for this station.
 RJ1431
 RJ1431.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1431
 RJ1431. The following values were computed from the NAD 83(1994) position.
 RJ1431
 RJ1431;                    North         East     Units Scale Factor Converg.
 RJ1431;SPC MI N     -   176,049.917 8,216,745.701   MT  0.99990318   +2 02 06.9
 RJ1431;SPC MI N     -   577,591.59 26,957,827.10   iFT  0.99990318   +2 02 06.9
 RJ1431;UTM  16      - 5,134,864.512   716,721.601   MT  1.00017739   +2 02 15.5
 RJ1431
 RJ1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1431!SPC MI N     -   0.99997780  x   0.99990318  =   0.99988098
 RJ1431!UTM  16      -   0.99997780  x   1.00017739  =   1.00015518
 RJ1431
 RJ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1672134864(NAD 83)
 RJ1431
 RJ1431                          SUPERSEDED SURVEY CONTROL
 RJ1431
 RJ1431  NAD 83(1986)-  46 19 57.61348(N)    084 11 03.02638(W) AD(       ) 3
 RJ1431  NGVD 29 (02/08/93)  178.2    (m)          585.     (f) VERT ANG       
 RJ1431
 RJ1431.Superseded values are not recommended for survey control.
 RJ1431
 RJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1431.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1431
 RJ1431_MARKER: Z = SEE DESCRIPTION
 RJ1431_SETTING: 0 = UNSPECIFIED SETTING
 RJ1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1431
 RJ1431  HISTORY     - Date     Condition        Report By
 RJ1431  HISTORY     - 1987     MONUMENTED       NOS
 RJ1431  HISTORY     - 19940719 GOOD             USPSQD
 RJ1431
 RJ1431                          STATION DESCRIPTION
 RJ1431
 RJ1431'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1431'THE STATION IS LOCATED ON THE ST MARYS RIVER ON THE MIDDLE
 RJ1431'NEEBISH CHANNEL UPBOUND ON THE CONCRETE PLATFORM WHICH
 RJ1431'SUPPORTS THE MIDDLE NEEBISH LT 61.
 RJ1431'
 RJ1431'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 RJ1431'
 RJ1431'THE STATION IS A CHISLED X IN THE SOUTHEAST CORNER OF THE
 RJ1431'CONCRETE PLATFORM WHICH SUPPORTS LIGHT 61.  A TRIANGLE IS
 RJ1431'CHISLED AROUND THE STATION AND WAS PAINTED UNIVERSAL ORANGE
 RJ1431'AT THE TIME OF THE SURVEY.
 RJ1431'
 RJ1431'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1431'
 RJ1431'DESCRIBED BY R DECROIX.
 RJ1431
 RJ1431                          STATION RECOVERY (1994)
 RJ1431
 RJ1431'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0172 ***********************************************************************
 NE0172  DESIGNATION -  AMHERST USLS
 NE0172  PID         -  NE0172
 NE0172  STATE/COUNTY-  MI/MACOMB
 NE0172  COUNTRY     -  US
 NE0172  USGS QUAD   -  MOUNT CLEMENS WEST (2017)
 NE0172
 NE0172                         *CURRENT SURVEY CONTROL
 NE0172  ______________________________________________________________________
 NE0172* NAD 83(1986) POSITION- 42 30 34.     (N) 082 52 52.     (W)   SCALED
 NE0172* NAVD 88 ORTHO HEIGHT -   176.508 (meters)      579.09  (feet) ADJUSTED
 NE0172  ______________________________________________________________________
 NE0172  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 NE0172  DYNAMIC HEIGHT  -        176.458 (meters)      578.93  (feet) COMP
 NE0172  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 NE0172
 NE0172  VERT ORDER      -  FIRST     CLASS 0
 NE0172
 NE0172.The horizontal coordinates were scaled from a map and have
 NE0172.an estimated accuracy of +/- 6 seconds.
 NE0172
 NE0172.The orthometric height was determined by differential leveling and
 NE0172.adjusted by the NATIONAL GEODETIC SURVEY
 NE0172.in June 1991.
 NE0172
 NE0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0172.GEOID18 height accuracy estimate available here.
 NE0172
 NE0172.Click photographs - Photos may exist for this station.
 NE0172
 NE0172.The dynamic height is computed by dividing the NAVD 88
 NE0172.geopotential number by the normal gravity value computed on the
 NE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0172.degrees latitude (g = 980.6199 gals.).
 NE0172
 NE0172.The modeled gravity was interpolated from observed gravity values.
 NE0172
 NE0172;                    North         East    Units  Estimated Accuracy
 NE0172;SPC MI S     -   113,200.    4,122,080.      MT  (+/- 180 meters Scaled)
 NE0172
 NE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH454080(NAD 83)
 NE0172
 NE0172                          SUPERSEDED SURVEY CONTROL
 NE0172
 NE0172  NGVD 29 (??/??/92)  176.645  (m)          579.54   (f) ADJ UNCH    1 0
 NE0172
 NE0172.Superseded values are not recommended for survey control.
 NE0172
 NE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0172.See file dsdata.pdf to determine how the superseded data were derived.
 NE0172
 NE0172_MARKER: Z = SEE DESCRIPTION
 NE0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0172_SP_SET: STEEL ROD
 NE0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0172
 NE0172  HISTORY     - Date     Condition        Report By
 NE0172  HISTORY     - 1970     MONUMENTED       USLS
 NE0172  HISTORY     - 1970     GOOD             USLS
 NE0172  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0172  HISTORY     - 19940417 GOOD             USPSQD
 NE0172  HISTORY     - 19990628 GOOD             USPSQD
 NE0172
 NE0172                          STATION DESCRIPTION
 NE0172
 NE0172'DESCRIBED BY US LAKE SURVEY 1970
 NE0172'AT ST CLAIR SHORES.
 NE0172'AMHERST IS AT ST. CLAIR SHORES, ABOUT 0.9 MILES SOUTHWEST OF
 NE0172'INTERSECTION OF JEFFERSON AVENUE (M-29) AND THIRTEEN MILE ROAD, 116
 NE0172'FEET SOUTHWEST OF CENTERLINE OF AMHERST STREET, 31 FEET WESTERLY
 NE0172'OF CENTERLINE OF JEFFERSON AVENUE, 4.3 FEET WESTERLY OF A
 NE0172'UTILITY POLE, 3.2 FEET EASTERLY OF EAST EDGE OF SIDEWALK, 1 FOOT
 NE0172'BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8
 NE0172'INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET LONG.  NOTE-- BM
 NE0172'1970.
 NE0172
 NE0172                          STATION RECOVERY (1980)
 NE0172
 NE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0172'NOT RECOVERED
 NE0172
 NE0172                          STATION RECOVERY (1994)
 NE0172
 NE0172'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0172'RECOVERED IN GOOD CONDITION.
 NE0172
 NE0172                          STATION RECOVERY (1999)
 NE0172
 NE0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0517 ***********************************************************************
 OL0517  DESIGNATION -  ANDERSON
 OL0517  PID         -  OL0517
 OL0517  STATE/COUNTY-  MI/OCEANA
 OL0517  COUNTRY     -  US
 OL0517  USGS QUAD   -  MEARS (2017)
 OL0517
 OL0517                         *CURRENT SURVEY CONTROL
 OL0517  ______________________________________________________________________
 OL0517* NAD 83(1994) POSITION- 43 40 59.98879(N) 086 26 58.81650(W)   ADJUSTED
 OL0517* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 OL0517  ______________________________________________________________________
 OL0517  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 OL0517  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 OL0517  HORZ ORDER      -  FIRST
 OL0517
 OL0517.The horizontal coordinates were established by classical geodetic methods
 OL0517.and adjusted by the National Geodetic Survey in February 1997.
 OL0517
 OL0517.The orthometric height was scaled from a topographic map.
 OL0517
 OL0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0517.GEOID18 height accuracy estimate available here.
 OL0517
 OL0517.Click photographs - Photos may exist for this station.
 OL0517
 OL0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0517
 OL0517. The following values were computed from the NAD 83(1994) position.
 OL0517
 OL0517;                    North         East     Units Scale Factor Converg.
 OL0517;SPC MI S     -   244,607.511 3,832,060.561   MT  1.00000402   -1 25 03.2
 OL0517;SPC MI S     -   802,518.08 12,572,377.17   iFT  1.00000402   -1 25 03.2
 OL0517;UTM  16      - 4,836,849.134   544,356.146   MT  0.99962420   +0 22 48.4
 OL0517
 OL0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0517!SPC MI S     -   0.99996708  x   1.00000402  =   0.99997110
 OL0517!UTM  16      -   0.99996708  x   0.99962420  =   0.99959129
 OL0517
 OL0517:                Primary Azimuth Mark                     Grid Az
 OL0517:SPC MI S     -  ANDERSON AZ MK                           267 19 25.4
 OL0517:UTM  16      -  ANDERSON AZ MK                           265 31 33.8
 OL0517
 OL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4435636849(NAD 83)
 OL0517
 OL0517|---------------------------------------------------------------------|
 OL0517| PID    Reference Object                     Distance      Geod. Az  |
 OL0517|                                                           dddmmss.s |
 OL0517| CH0737 ANDERSON RM 1                                      02459     |
 OL0517| OL0510 CATHOLIC CH SPIRE NNE OF HART       APPROX.11.4 KM 0520505.7 |
 OL0517| CH0738 ANDERSON RM 2                                      26515     |
 OL0517| CH0736 ANDERSON AZ MK                                     2655422.2 |
 OL0517|---------------------------------------------------------------------|
 OL0517
 OL0517                          SUPERSEDED SURVEY CONTROL
 OL0517
 OL0517  NAD 83(1986)-  43 40 59.99215(N)    086 26 58.82508(W) AD(       ) 1
 OL0517  NAD 27      -  43 40 59.96835(N)    086 26 58.54000(W) AD(       ) 1
 OL0517
 OL0517.Superseded values are not recommended for survey control.
 OL0517
 OL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0517.See file dsdata.pdf to determine how the superseded data were derived.
 OL0517
 OL0517_MARKER: DS = TRIANGULATION STATION DISK
 OL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0517_STAMPING: ANDERSON 1932
 OL0517_MARK LOGO: CGS
 OL0517_PROJECTION: FLUSH
 OL0517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0517+STABILITY: SURFACE MOTION
 OL0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0517+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0517
 OL0517  HISTORY     - Date     Condition        Report By
 OL0517  HISTORY     - 1932     MONUMENTED       CGS
 OL0517  HISTORY     - 1932     GOOD             CGS
 OL0517  HISTORY     - 1965     GOOD             USLS
 OL0517  HISTORY     - 1968     GOOD             MIDH
 OL0517  HISTORY     - 1980     GOOD             MIDH
 OL0517  HISTORY     - 19910513 GOOD             NOS
 OL0517  HISTORY     - 20010928 GOOD             USPSQD
 OL0517  HISTORY     - 20051014 GOOD             USPSQD
 OL0517
 OL0517                          STATION DESCRIPTION
 OL0517
 OL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0517'FIVE MILES SOUTHWEST OF HART, 1.5 MILES WEST OF VILLAGE OF MEARS, IN
 OL0517'SEC. 22, T. 15 N., R. 18 W., ON LAND OWNED AND OCCUPIED BY WILLIAM
 OL0517'ANDERSON, ON HIGH POINT OF GROUND IN SOUTHEAST CORNER OF PASTURE, IN
 OL0517'GROVE OF MAPLE TREES, 45 FEET NORTHWEST OF SOUTHEAST PASTURE FENCE
 OL0517'CORNER, 8 FEET NORTH OF SOUTH PASTURE FENCE LINE, 25 FEET SOUTHWEST OF
 OL0517'TRIANGULAR BLAZE ON 24-INCH MAPLE TREE, AND 37 FEET SOUTHEAST OF
 OL0517'TRIANGULAR BLAZE ON 15-INCH MAPLE TREE.
 OL0517'
 OL0517'TO REACH FROM HART, FOLLOW GRAVEL ROAD WEST AND SOUTH 4 MILES TO
 OL0517'MEARS, PROCEED WEST 1.4 MILES ON STATE PARK ROAD TO ANDERSONS HOUSE ON
 OL0517'NORTH SIDE OF ROAD (LARGE WHITE HOUSE JUST WEST OF OLD BLUE HOUSE),
 OL0517'FOLLOW FARM ROAD BETWEEN HOUSE AND BARN, CONTINUE NORTHWEST THROUGH
 OL0517'ORCHARD 300 YARDS TO PASTURE AND STATION SITE.
 OL0517'
 OL0517'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 OL0517'UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 OL0517'STANDARD REFERENCE DISKS IN CONCRETE.
 OL0517'
 OL0517'REFERENCE MARK 1 PROJECTS 6 INCHES, IS 85 FEET SOUTH OF NORTH PASTURE
 OL0517'FENCE, 22 FEET SOUTHEAST OF 18-INCH MAPLE, 1 FOOT WEST OF EAST PASTURE
 OL0517'FENCE, AND 98.79 FEET FROM STATION BEARING N 24 DEG 59 MIN E.
 OL0517'
 OL0517'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS 1 FOOT NORTH OF SOUTH
 OL0517'PASTURE FENCE, 54 FEET SOUTHWEST OF 24-INCH MAPLE TREE, AND 82.85 FEET
 OL0517'FROM STATION BEARING S 85 DEG 15 MIN W.
 OL0517'
 OL0517'AZIMUTH MARK PROJECTS 4 INCHES, IS ON RIDGE ABOUT 200 YARDS NORTH OF
 OL0517'STATE PARK ROAD, 1 FOOT EAST OF WEST PASTURE FENCE, 144 FEET NORTH OF
 OL0517'DOUBLE MAPLE GROWING NEAR SMALL CEDAR TREE, AND 0.2 MILE FROM STATION
 OL0517'BEARING S 85 DEG 54 MIN W.
 OL0517
 OL0517                          STATION RECOVERY (1932)
 OL0517
 OL0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0517'RECOVERED IN GOOD CONDITION.
 OL0517
 OL0517                          STATION RECOVERY (1965)
 OL0517
 OL0517'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0517'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OL0517'
 OL0517'THE STATION IS 31 FEET E OF 30 INCH TREE, 24.4 FEET SW OF 30 INCH
 OL0517'MAPLE TREE, SURFACE MARK BEING A STANDARD BRONZE DISC SET IN TOP OF 10
 OL0517'INCH SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND SURFACE,
 OL0517'SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET IN A CONCRETE BLOCK
 OL0517'ABOUT 3 FEET BELOW THE GROUND SURFACE.
 OL0517'
 OL0517'TO REACH FROM HART FOLLOW BLACK TOP ROAD W AND S 4 MILES TO MEARS,
 OL0517'PROCEED WEST 1.4 MILE ON STATE PARK ROAD TO PAUL M. WIENER FARMHOUSE
 OL0517'ON N SIDE WITH LARGE WHITE BARN JUST W OF HOUSE, FOLLOW FARM DRIVEWAY
 OL0517'N BETWEEN HOUSE AND BARN TO MOST NORTHERLY FARM BUILDING, THEN WALK W
 OL0517'0.15 MILE TO SOUTHERLY SIDE OF GROVE OF MAPLE TREES AND VICINITY OF
 OL0517'STATION.
 OL0517'
 OL0517'REFERENCE MARK NO. 1 IS 98.9 FEET NNE OF STATION, 77 FEET NNE OF 30
 OL0517'INCH MAPLE TREE, 21 FEET SE OF 28 INCH MAPLE TREE, 21 FEET SE OF 28
 OL0517'INCH MAPLE TREE, 2 FEET E OF N-S FENCE LINE, BEING A STANDARD BRONZE
 OL0517'DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT ABOUT 2 INCHES
 OL0517'ABOVE THE GROUND SURFACE.
 OL0517'
 OL0517'REFERENCE MARK NO 2 IS 83 FEET W OF STATION, 53.5 FEET WSW OF 30 INCH
 OL0517'MAPLE TREE, 53 FEET SSW OF 17 INCH MAPLE TREE, BEING A STANDARD BRONZE
 OL0517'DISC SET IN THE TOP OF 10 INCH SQUARE CONCRETE MONUMENT ABOUT FLUSH
 OL0517'WITH THE GROUND SURFACE.
 OL0517'
 OL0517'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS ON A RIDGE 0.2
 OL0517'MILE WEST OF STATION, ABOUT 600 FEET NORTH OF CENTERLINE OF STATE PARK
 OL0517'ROAD, 144 FEET NORTH OF TWIN MAPLE TREE NEAR A PINE TREE, ONE FOOT E
 OL0517'OF N-S FENCE, BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH
 OL0517'SQUARE CONCRETE MONUMENT 3 INCHES ABOVE THE GROUND.
 OL0517
 OL0517                          STATION RECOVERY (1968)
 OL0517
 OL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1968 (LNE)
 OL0517'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 OL0517'GOOD CONDITION AS REPORTED BY MR. LEO N. EBERT, MICHIGAN STATE HIGHWAY
 OL0517'DEPARTMENT.
 OL0517'
 OL0517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST OF
 OL0517'HART, 1.5 MILES WEST OF THE VILLAGE OF MEARS, AND IN SEC. 22, T 15 N,
 OL0517'R 18 W.
 OL0517
 OL0517                          STATION RECOVERY (1980)
 OL0517
 OL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0517'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 OL0517'GOOD CONDITION.
 OL0517'
 OL0517'THE STATION AND REFERENCE MARK 2 ARE IN DANGER OF BEING DESTROYED DUE
 OL0517'TO ORCHARD CULTIVATION.  A METAL WITNESS POST WAS PLACED NEAR THE
 OL0517'STATION MONUMENT.
 OL0517'
 OL0517'OWNER OF LAND IS ONE DONALD WIENER.
 OL0517
 OL0517                          STATION RECOVERY (1991)
 OL0517
 OL0517'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0517'STATION RECOVERED BY ITS PLOTTED POSITION.  IT IS UNDERNEATH THE EDGE
 OL0517'OF A TALL TREE, AND ABOUT 100 DEGREES OF THE HORIZON IS BLOCKED FOR
 OL0517'GPS.  NO MEASUREMENTS WERE MADE.  DESCRIBED BY PBW.
 OL0517
 OL0517                          STATION RECOVERY (2001)
 OL0517
 OL0517'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0517'STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND
 OL0517'UPROOTED WITH DISK STILL IN IT.  REFERENCE MARK 2 AND AZIMUTH MARK WAS
 OL0517'NOT FOUND.
 OL0517
 OL0517                          STATION RECOVERY (2005)
 OL0517
 OL0517'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1787 ***********************************************************************
 NF1787  DESIGNATION -  ANDREWS
 NF1787  PID         -  NF1787
 NF1787  STATE/COUNTY-  MI/CALHOUN
 NF1787  COUNTRY     -  US
 NF1787  USGS QUAD   -  BATTLE CREEK (2017)
 NF1787
 NF1787                         *CURRENT SURVEY CONTROL
 NF1787  ______________________________________________________________________
 NF1787* NAD 83(2011) POSITION- 42 17 46.61056(N) 085 14 18.53318(W)   ADJUSTED
 NF1787* NAD 83(2011) ELLIP HT-   246.905 (meters)        (06/27/12)   ADJUSTED
 NF1787* NAD 83(2011) EPOCH   -  2010.00
 NF1787* NAVD 88 ORTHO HEIGHT -   280.3   (meters)      920.    (feet) VERTCON3
 NF1787  ______________________________________________________________________
 NF1787  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 NF1787  NAD 83(2011) X  -    392,223.507 (meters)                     COMP
 NF1787  NAD 83(2011) Y  - -4,708,790.466 (meters)                     COMP
 NF1787  NAD 83(2011) Z  -  4,270,169.640 (meters)                     COMP
 NF1787  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 NF1787
 NF1787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1787  Standards:
 NF1787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1787  -------------------------------------------------------------------
 NF1787  NETWORK    0.85   1.88           0.38   0.31   0.96      0.11534492
 NF1787  -------------------------------------------------------------------
 NF1787  Click here for local accuracies and other accuracy information.
 NF1787
 NF1787.The horizontal coordinates were established by GPS observations
 NF1787.and adjusted by the National Geodetic Survey in June 2012.
 NF1787
 NF1787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1787.been affixed to the stable North American tectonic plate. See 
 NF1787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1787
 NF1787.The horizontal coordinates are valid at the epoch date displayed above
 NF1787.which is a decimal equivalence of Year/Month/Day.
 NF1787
 NF1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1787
 NF1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1787.GEOID18 height accuracy estimate available here.
 NF1787
 NF1787.Click photographs - Photos may exist for this station.
 NF1787
 NF1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1787
 NF1787.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1787
 NF1787.The ellipsoidal height was determined by GPS observations
 NF1787.and is referenced to NAD 83.
 NF1787
 NF1787. The following values were computed from the NAD 83(2011) position.
 NF1787
 NF1787;                    North         East     Units Scale Factor Converg.
 NF1787;SPC MI S     -    88,821.619 3,928,109.724   MT  0.99995931   -0 35 35.9
 NF1787;SPC MI S     -   291,409.51 12,887,499.09   iFT  0.99995931   -0 35 35.9
 NF1787;UTM  16      - 4,684,175.201   645,208.289   MT  0.99985944   +1 11 08.3
 NF1787
 NF1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1787!SPC MI S     -   0.99996128  x   0.99995931  =   0.99992059
 NF1787!UTM  16      -   0.99996128  x   0.99985944  =   0.99982072
 NF1787
 NF1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4520884175(NAD 83)
 NF1787
 NF1787                          SUPERSEDED SURVEY CONTROL
 NF1787
 NF1787  NAD 83(2007)-  42 17 46.61071(N)    085 14 18.53406(W) AD(2002.00) 0
 NF1787  ELLIP H (02/10/07)  246.919  (m)                       GP(2002.00)    
 NF1787  ELLIP H (07/17/02)  246.930  (m)                       GP(       ) 4 1
 NF1787  NAD 83(1994)-  42 17 46.61078(N)    085 14 18.53463(W) AD(       ) 1
 NF1787  ELLIP H (02/03/97)  246.939  (m)                       GP(       ) 4 1
 NF1787  NAD 83(1986)-  42 17 46.61086(N)    085 14 18.54863(W) AD(       ) 1
 NF1787  NGVD 29 (09/14/93)  280.4    (m)  GEOID93  model used  GPS OBS        
 NF1787
 NF1787.Superseded values are not recommended for survey control.
 NF1787
 NF1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1787.See file dsdata.pdf to determine how the superseded data were derived.
 NF1787
 NF1787_MARKER: I = METAL ROD
 NF1787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1787_STAMPING: ANDREWS 1992
 NF1787_MARK LOGO: HOLDEN
 NF1787_PROJECTION: FLUSH
 NF1787_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1787+STABILITY: POSITION/ELEVATION WELL
 NF1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1787+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NF1787_ROD/PIPE-DEPTH: 7.3 meters
 NF1787
 NF1787  HISTORY     - Date     Condition        Report By
 NF1787  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1787  HISTORY     - 20011128 GOOD             NGS
 NF1787  HISTORY     - 20031018 POOR             USPSQD
 NF1787
 NF1787                          STATION DESCRIPTION
 NF1787
 NF1787'DESCRIBED BY HOLDEN GPS 1992
 NF1787'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1787'HELMER ROAD AND 3 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1787'M-66, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1787'BATTLE CREEK IN THE SE 1/4 OF SECTION 16 T2S,R8W, BATTLE CREEK
 NF1787'TOWNSHIP.
 NF1787'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON
 NF1787'HELMER ROAD 2.1 MI (3.4 KM) TO THE STATION ON THE LEFT.
 NF1787'STATION IS 1.0 FT (0.3 M) WEST OF THE CURB, 12 FT (3.7 M) NORTH FROM A
 NF1787'FIRE HYDRANT, 21 FT (6.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF1787'PARKING LOT FOR ANDREWS TOOL AND EQUIPMENT RENTAL, AND 400 FT
 NF1787'(121.9 M) SOUTH FROM THE CENTER OF COLUMBIA AVENUE.
 NF1787'STATION IS GROUND VISIBLE WITH STATION AIRPORT 1048 M (3438.3 FT) TO
 NF1787'THE NORTH.
 NF1787
 NF1787                          STATION RECOVERY (2001)
 NF1787
 NF1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1787'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1787
 NF1787                          STATION RECOVERY (2003)
 NF1787
 NF1787'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1787'DUE TO RECENT ROAD WIDING, NOW 3' EAST OF A LIGHT POLE, 12' NORTH OF A
 NF1787'FIRE HYDRANT, WITH TOP ABOUT 1' ABOVE CURRENT GROUND LEVEL.  TOP IS
 NF1787'LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1156 ***********************************************************************
 RJ1156  DESIGNATION -  ANDRUS
 RJ1156  PID         -  RJ1156
 RJ1156  STATE/COUNTY-  MI/CHIPPEWA
 RJ1156  COUNTRY     -  US
 RJ1156  USGS QUAD   -  SHELLDRAKE (2017)
 RJ1156
 RJ1156                         *CURRENT SURVEY CONTROL
 RJ1156  ______________________________________________________________________
 RJ1156* NAD 83(1994) POSITION- 46 42 21.45602(N) 085 02 28.07837(W)   ADJUSTED
 RJ1156* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 RJ1156  ______________________________________________________________________
 RJ1156  GEOID HEIGHT    -        -36.355 (meters)                     GEOID18
 RJ1156  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 RJ1156  HORZ ORDER      -  SECOND
 RJ1156
 RJ1156.The horizontal coordinates were established by classical geodetic methods
 RJ1156.and adjusted by the National Geodetic Survey in February 1997.
 RJ1156
 RJ1156.The orthometric height was scaled from a topographic map.
 RJ1156
 RJ1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1156.GEOID18 height accuracy estimate available here.
 RJ1156
 RJ1156.Click photographs - Photos may exist for this station.
 RJ1156
 RJ1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1156
 RJ1156. The following values were computed from the NAD 83(1994) position.
 RJ1156
 RJ1156;                    North         East     Units Scale Factor Converg.
 RJ1156;SPC MI N     -   215,542.112 8,149,773.197   MT  0.99992977   +1 24 57.1
 RJ1156;SPC MI N     -   707,159.16 26,738,101.04   iFT  0.99992977   +1 24 57.1
 RJ1156;UTM  16      - 5,174,352.743   649,737.345   MT  0.99987559   +1 25 33.6
 RJ1156
 RJ1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1156!SPC MI N     -   0.99997481  x   0.99992977  =   0.99990459
 RJ1156!UTM  16      -   0.99997481  x   0.99987559  =   0.99985041
 RJ1156
 RJ1156:                Primary Azimuth Mark                     Grid Az
 RJ1156:SPC MI N     -  ANDRUS AZ MK                             325 40 37.7
 RJ1156:UTM  16      -  ANDRUS AZ MK                             325 40 01.2
 RJ1156
 RJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4973774352(NAD 83)
 RJ1156
 RJ1156|---------------------------------------------------------------------|
 RJ1156| PID    Reference Object                     Distance      Geod. Az  |
 RJ1156|                                                           dddmmss.s |
 RJ1156| CH1663 ANDRUS RM 1                          23.044 METERS 04733     |
 RJ1156| CH1664 ANDRUS RM 2                          28.120 METERS 13447     |
 RJ1156| CH1662 ANDRUS AZ MK                                       3270534.8 |
 RJ1156|---------------------------------------------------------------------|
 RJ1156
 RJ1156                          SUPERSEDED SURVEY CONTROL
 RJ1156
 RJ1156  NAD 83(1986)-  46 42 21.44951(N)    085 02 28.07568(W) AD(       ) 2
 RJ1156  NAD 27      -  46 42 21.34864(N)    085 02 27.71182(W) AD(       ) 2
 RJ1156
 RJ1156.Superseded values are not recommended for survey control.
 RJ1156
 RJ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1156.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1156
 RJ1156_MARKER: DS = TRIANGULATION STATION DISK
 RJ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1156_STAMPING: ANDRUS 1965
 RJ1156_MARK LOGO: CGS
 RJ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1156+STABILITY: SURFACE MOTION
 RJ1156
 RJ1156  HISTORY     - Date     Condition        Report By
 RJ1156  HISTORY     - 1965     MONUMENTED       CGS
 RJ1156  HISTORY     - 1978     GOOD             NGS
 RJ1156
 RJ1156                          STATION DESCRIPTION
 RJ1156
 RJ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1156'THE STATION IS LOCATED ABOUT 6 MLES SOUTH-SOUTHWEST OF WHITEFISH
 RJ1156'POINT, 5 MILES NORTH OF PARADISE, 0.4 MILE NORTHWEST OF ANDRUS LAKE,
 RJ1156'IN SECTION 27, T. 50 N., R. 6 W., AND ON STATE OWNED PROPERTY.
 RJ1156'
 RJ1156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1156'ROAD IN PARADISE, GO NORTH ON WIRE ROAD FOR 5.15 MILES TO A SIDE ROAD
 RJ1156'LEFT AT A SIGN VERMILLION 9.  TURN LEFT AND GO WESTERLY ON A GRAVELED
 RJ1156'ROAD FOR 0.6 MILE TO A CROSS ROAD.* CONTINUE WEST ON THE GRAVELED ROAD
 RJ1156'FOR 0.1 MILE TO A WIRE GATE AND THE STATION ON THE LEFT.
 RJ1156'
 RJ1156'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON A SAND
 RJ1156'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RJ1156'
 RJ1156'STATION MARKS ARE STANDARD DISKS STAMPED ANDRUS 1965.  THE SURFACE
 RJ1156'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 RJ1156'IS 34 FEET SOUTHWEST OF THE CENTER OF THE WIRE GATE, 32 FEET SOUTHWEST
 RJ1156'OF THE CENTER OF THE GRAVELED ROAD, 17 FEET NORTHEAST OF A 12 INCH
 RJ1156'PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, AND 3.6 FEET
 RJ1156'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 RJ1156'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1156'
 RJ1156'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANDRUS NO 1 1965, IS SET
 RJ1156'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 48 FEET
 RJ1156'EAST OF THE CENTER OF THE WIRE GATE, 43 FEET NORTHEAST OF THE CENTER
 RJ1156'OF THE GRAVELED ROAD, AND 12 FEET NORTHWEST OF A 5 INCH PINE TREE.
 RJ1156'
 RJ1156'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANDRUS NO 2 1965, IS SET
 RJ1156'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 35 FEET
 RJ1156'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 20 FEET SOUTHEAST OF A 6
 RJ1156'INCH PINE TREE, AND 11 FEET NORTHWEST OF A 12 INCH PINE TREE.
 RJ1156'
 RJ1156'AZIMUTH MARK, A STANDARD DISK STAMPED ANDRUS 1965, IS SET IN A ROUND
 RJ1156'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 253 FEET NORTHEAST
 RJ1156'OF THE NORTHEAST CORNER OF THE VOR, 61 FEET SOUTHWEST OF THE CENTER OF
 RJ1156'THE SAND ROAD, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 RJ1156'
 RJ1156'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RJ1156
 RJ1156                          STATION RECOVERY (1978)
 RJ1156
 RJ1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 RJ1156'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 RJ1156'AND FOUND IN GOOD CONDITION.  A TO REACH FOLLOWS.
 RJ1156'
 RJ1156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1156'ROAD IN PARADICE, GO NORTH ON WIRE ROAD FOR 5.15 MILES TO A SIDE ROAD
 RJ1156'LEFT AT A SIGN VERMILLION 9.  TURN LEFT AND GO WESTERLY ON A GRAVELED
 RJ1156'ROAD FOR 0.6 MILE TO A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD
 RJ1156'FOR 0.1 MILE TO A WIRE GATE AND THE STATION ON THE LEFT.
 RJ1156'
 RJ1156'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON A SAND ROAD
 RJ1156'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RJ1156'
 RJ1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES N OF
 RJ1156'PARADISE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4898 ***********************************************************************
 DL4898  DESIGNATION -  ANGEL JAKE
 DL4898  PID         -  DL4898
 DL4898  STATE/COUNTY-  MI/CLINTON
 DL4898  COUNTRY     -  US
 DL4898  USGS QUAD   -  BATH (2017)
 DL4898
 DL4898                         *CURRENT SURVEY CONTROL
 DL4898  ______________________________________________________________________
 DL4898* NAD 83(2011) POSITION- 42 47 53.12590(N) 084 26 54.39568(W)   ADJUSTED
 DL4898* NAD 83(2011) ELLIP HT-   232.249 (meters)        (06/27/12)   ADJUSTED
 DL4898* NAD 83(2011) EPOCH   -  2010.00
 DL4898* NAVD 88 ORTHO HEIGHT -   265.600 (meters)      871.39  (feet) ADJUSTED
 DL4898  ______________________________________________________________________
 DL4898  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 DL4898  NAD 83(2011) X  -    453,464.912 (meters)                     COMP
 DL4898  NAD 83(2011) Y  - -4,665,406.222 (meters)                     COMP
 DL4898  NAD 83(2011) Z  -  4,311,228.166 (meters)                     COMP
 DL4898  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 DL4898  DYNAMIC HEIGHT  -        265.530 (meters)      871.16  (feet) COMP
 DL4898  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 DL4898
 DL4898  VERT ORDER      -  FIRST     CLASS II
 DL4898
 DL4898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4898  Standards:
 DL4898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4898  -------------------------------------------------------------------
 DL4898  NETWORK    0.23   0.37           0.11   0.07   0.19      0.10595837
 DL4898  -------------------------------------------------------------------
 DL4898  Click here for local accuracies and other accuracy information.
 DL4898
 DL4898.The horizontal coordinates were established by GPS observations
 DL4898.and adjusted by the National Geodetic Survey in June 2012.
 DL4898
 DL4898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4898.been affixed to the stable North American tectonic plate. See 
 DL4898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4898
 DL4898.The horizontal coordinates are valid at the epoch date displayed above
 DL4898.which is a decimal equivalence of Year/Month/Day.
 DL4898
 DL4898.The orthometric height was determined by differential leveling and
 DL4898.adjusted by the NATIONAL GEODETIC SURVEY
 DL4898.in October 2009.
 DL4898
 DL4898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4898.GEOID18 height accuracy estimate available here.
 DL4898
 DL4898.Click photographs - Photos may exist for this station.
 DL4898
 DL4898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4898
 DL4898.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4898
 DL4898.The ellipsoidal height was determined by GPS observations
 DL4898.and is referenced to NAD 83.
 DL4898
 DL4898.The dynamic height is computed by dividing the NAVD 88
 DL4898.geopotential number by the normal gravity value computed on the
 DL4898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4898.degrees latitude (g = 980.6199 gals.).
 DL4898
 DL4898.The modeled gravity was interpolated from observed gravity values.
 DL4898
 DL4898. The following values were computed from the NAD 83(2011) position.
 DL4898
 DL4898;                    North         East     Units Scale Factor Converg.
 DL4898;SPC MI S     -   144,191.605 3,993,310.683   MT  0.99990802   -0 03 20.3
 DL4898;SPC MI S     -   473,069.57 13,101,413.00   iFT  0.99990802   -0 03 20.3
 DL4898;UTM  16      - 4,741,551.217   708,658.276   MT  1.00013566   +1 44 03.1
 DL4898
 DL4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4898!SPC MI S     -   0.99996358  x   0.99990802  =   0.99987160
 DL4898!UTM  16      -   0.99996358  x   1.00013566  =   1.00009923
 DL4898
 DL4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0865841551(NAD 83)
 DL4898
 DL4898                          SUPERSEDED SURVEY CONTROL
 DL4898
 DL4898  NAD 83(2007)-  42 47 53.12615(N)    084 26 54.39623(W) AD(2002.00) B
 DL4898  ELLIP H (10/23/09)  232.267  (m)                       GP(2002.00) 3 1
 DL4898
 DL4898.Superseded values are not recommended for survey control.
 DL4898
 DL4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4898.See file dsdata.pdf to determine how the superseded data were derived.
 DL4898
 DL4898_MARKER: DD = SURVEY DISK
 DL4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4898_STAMPING: ANGEL JAKE 2008
 DL4898_MARK LOGO: MIDT
 DL4898_PROJECTION: FLUSH
 DL4898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4898+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DL4898
 DL4898  HISTORY     - Date     Condition        Report By
 DL4898  HISTORY     - 20080428 MONUMENTED       COLEM
 DL4898  HISTORY     - 20160507 GOOD             C2AE
 DL4898  HISTORY     - 20200527 GOOD             MIDT
 DL4898  HISTORY     - 20210519 GOOD             MIDT
 DL4898
 DL4898                          STATION DESCRIPTION
 DL4898
 DL4898'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4898'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL4898'INTERSTATE HIGHWAY 69 WITH WEBSTER ROAD (EXIT 92) APPROXIMATELY 7 MI
 DL4898'(11.3 KM) NORTHEAST OF THE CITY OF LANSING, MI.
 DL4898'
 DL4898'TO REACH FROM THE INTERSECTION OF BUSINESS HIGHWAY 127 WITH HIGHWAY
 DL4898'115, IN CLARE, GO SOUTH ON BUSINESS HIGHWAY 127 FOR 0.8 MI (1.3 KM) TO
 DL4898'THE JUNCTION OF BUSINESS HIGHWAY 127 WITH NORTH MISSION ROAD AND THE
 DL4898'STATION ON THE RIGHT.
 DL4898'
 DL4898'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4898'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4898'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4898'
 DL4898'THE STATION IS 450 FT (137.2 M) SOUTH OF THE JUNCTION OF I-69
 DL4898'WEST-BOUND LANES OFF-RAMP WITH WEBSTER ROAD, 200 FT (61.0 M) NORTH OF
 DL4898'WESTBOUND LANES OF I-69, 50 FT (15.2 M) NORTH OF NORTH ABUTMENT OF THE
 DL4898'WEBSTER ROAD BRIDGE OVER I-69, 9.5 FT (2.9 M) EAST OF EDGE OF PAVEMENT
 DL4898'OF WEBSTER ROAD, 7 FT (2.1 M) EAST OF A GUARDRAIL, AND 3.3 FT (1.0 M)
 DL4898'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DL4898
 DL4898                          STATION RECOVERY (2016)
 DL4898
 DL4898'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 DL4898'RECOVERED IN GOOD CONDITION.
 DL4898
 DL4898                          STATION RECOVERY (2020)
 DL4898
 DL4898'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CGS)
 DL4898'RECOVERED IN GOOD CONDITION.
 DL4898
 DL4898                          STATION RECOVERY (2021)
 DL4898
 DL4898'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 DL4898'MARK RECOVERED AS DESCRIBED BESIDES THE STATION BEING 450 FT (137.2 M)
 DL4898'NORTH (NOT SOUTH) OF THE JUNCTION OF I 69 WESTBOUND LANES OFF RAMP W
 DL4898'WEBSTER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0196 ***********************************************************************
 RJ0196  DESIGNATION -  ANK
 RJ0196  PID         -  RJ0196
 RJ0196  STATE/COUNTY-  MI/CHIPPEWA
 RJ0196  COUNTRY     -  US
 RJ0196  USGS QUAD   -  OAK RIDGE (2017)
 RJ0196
 RJ0196                         *CURRENT SURVEY CONTROL
 RJ0196  ______________________________________________________________________
 RJ0196* NAD 83(1986) POSITION- 46 15 08.     (N) 084 08 02.     (W)   SCALED
 RJ0196* NAVD 88 ORTHO HEIGHT -   183.988 (meters)      603.63  (feet) ADJUSTED
 RJ0196  ______________________________________________________________________
 RJ0196  GEOID HEIGHT    -        -36.542 (meters)                     GEOID18
 RJ0196  DYNAMIC HEIGHT  -        183.997 (meters)      603.66  (feet) COMP
 RJ0196  MODELED GRAVITY -    980,659.7   (mgal)                       NAVD 88
 RJ0196
 RJ0196  VERT ORDER      -  FIRST     CLASS I
 RJ0196
 RJ0196.The horizontal coordinates were scaled from a map and have
 RJ0196.an estimated accuracy of +/- 6 seconds.
 RJ0196
 RJ0196.The orthometric height was determined by differential leveling and
 RJ0196.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0196.in June 1991.
 RJ0196
 RJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0196.GEOID18 height accuracy estimate available here.
 RJ0196
 RJ0196.Click photographs - Photos may exist for this station.
 RJ0196
 RJ0196.The dynamic height is computed by dividing the NAVD 88
 RJ0196.geopotential number by the normal gravity value computed on the
 RJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0196.degrees latitude (g = 980.6199 gals.).
 RJ0196
 RJ0196.The modeled gravity was interpolated from observed gravity values.
 RJ0196
 RJ0196;                    North         East    Units  Estimated Accuracy
 RJ0196;SPC MI N     -   167,250.    8,220,940.      MT  (+/- 180 meters Scaled)
 RJ0196
 RJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS209260(NAD 83)
 RJ0196
 RJ0196                          SUPERSEDED SURVEY CONTROL
 RJ0196
 RJ0196  NGVD 29 (??/??/92)  183.970  (m)          603.57   (f) ADJ UNCH    1 1
 RJ0196
 RJ0196.Superseded values are not recommended for survey control.
 RJ0196
 RJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0196
 RJ0196_MARKER: Z = SEE DESCRIPTION
 RJ0196_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0196+WITH SETTING: INTO GROUND
 RJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0196+STABILITY: SURFACE MOTION
 RJ0196
 RJ0196  HISTORY     - Date     Condition        Report By
 RJ0196  HISTORY     - 1969     MONUMENTED       NONE
 RJ0196  HISTORY     - 1969     GOOD             USLS
 RJ0196
 RJ0196                          STATION DESCRIPTION
 RJ0196
 RJ0196'DESCRIBED BY US LAKE SURVEY 1969
 RJ0196'AT NEEBISH ISLAND.
 RJ0196'ANK IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0196'4.5 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, 1.6 MILES
 RJ0196'SOUTH OF INTERSECTION OF 16 MILE ROAD AND CUMMING ROAD, 73 FEET
 RJ0196'EAST OF EXTENDED CENTERLINE OF CUMMING ROAD, 47.8 FEET NORTHEAST
 RJ0196'OF A UTILITY POLE, 32 FEET SOUTH OF CENTERLINE OF 17 1/2 MILE
 RJ0196'ROAD, 4.0 FEET WEST OF UTILITY POLE NO. U.S.C.G. 690, 1 FOOT
 RJ0196'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0196'DIAMETER IRON ROD, 8 FEET LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1463 ***********************************************************************
 NE1463  DESIGNATION -  ANN ARBOR BURTON MEM CLOCK TWR
 NE1463  PID         -  NE1463
 NE1463  STATE/COUNTY-  MI/WASHTENAW
 NE1463  COUNTRY     -  US
 NE1463  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE1463
 NE1463                         *CURRENT SURVEY CONTROL
 NE1463  ______________________________________________________________________
 NE1463* NAD 83(1994) POSITION- 42 16 45.97586(N) 083 44 19.33981(W)   ADJUSTED
 NE1463  ______________________________________________________________________
 NE1463  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 NE1463  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 NE1463  HORZ ORDER      -  THIRD
 NE1463
 NE1463.The horizontal coordinates were established by classical geodetic methods
 NE1463.and adjusted by the National Geodetic Survey in February 1997.
 NE1463
 NE1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1463.GEOID18 height accuracy estimate available here.
 NE1463
 NE1463.Click photographs - Photos may exist for this station.
 NE1463
 NE1463.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1463
 NE1463. The following values were computed from the NAD 83(1994) position.
 NE1463
 NE1463;                    North         East     Units Scale Factor Converg.
 NE1463;SPC MI S     -    86,771.745 4,051,796.386   MT  0.99996235   +0 25 38.4
 NE1463;SPC MI S     -   284,684.20 13,293,295.23   iFT  0.99996235   +0 25 38.4
 NE1463;UTM  17      - 4,684,435.034   274,173.659   MT  1.00022752   -1 50 35.6
 NE1463
 NE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7417384435(NAD 83)
 NE1463
 NE1463                          SUPERSEDED SURVEY CONTROL
 NE1463
 NE1463  NAD 83(1986)-  42 16 45.98003(N)    083 44 19.36337(W) AD(       ) 3
 NE1463  NAD 27      -  42 16 45.84100(N)    083 44 19.57400(W) AD(       ) 3
 NE1463
 NE1463.Superseded values are not recommended for survey control.
 NE1463
 NE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1463.See file dsdata.pdf to determine how the superseded data were derived.
 NE1463
 NE1463_MARKER: 55 = TOWER
 NE1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1463+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 NE1463
 NE1463  HISTORY     - Date     Condition        Report By
 NE1463  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1463  HISTORY     - 1977     GOOD             NGS
 NE1463  HISTORY     - 1984     GOOD             USPSQD
 NE1463  HISTORY     - 1987     GOOD             USPSQD
 NE1463  HISTORY     - 20050818 GOOD             USPSQD
 NE1463  HISTORY     - 20061012 GOOD             GEOCAC
 NE1463  HISTORY     - 20160510 MARK NOT FOUND   MI0150
 NE1463
 NE1463                          STATION DESCRIPTION
 NE1463
 NE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1463'STATION IS LOCATED ON THE W SIDE OF INGALLS
 NE1463'BETWEEN E
 NE1463'WASHINGTON AND N UNIVERSITY STREETS IN THE CITY OF ANN
 NE1463'ARBOR.  IT IS TALL SANDSTONE
 NE1463'BUILDING ABOUT 100 FEET HIGH AND HAS
 NE1463'A CLOCK ON ALL FOUR SIDES OF THE TOP.  THE
 NE1463'POINT OBSERVED ON WAS
 NE1463'THE APEX OF THE ROOF.
 NE1463'
 NE1463'THIS IS AN INTERSECTION STATION.
 NE1463
 NE1463                          STATION RECOVERY (1977)
 NE1463
 NE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1463'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1463'
 NE1463'THE TOWER IS 190 FEET HIGH WITH A 15 FOOT ANTENNA ON TOP.
 NE1463'
 NE1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1463
 NE1463                          STATION RECOVERY (1984)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 1984 (PAJ)
 NE1463'THIS IS AN INTERSECTION STATION.  THIS STATION WAS RECOVERED IN
 NE1463'GOOD CONDITION AS DESCRIBED.  THE TOWER IS 190 FEET HIGH WITH A 15
 NE1463'FOOT ANTENNA ON TOP.
 NE1463
 NE1463                          STATION RECOVERY (1987)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1463'RECOVERED IN GOOD CONDITION.
 NE1463
 NE1463                          STATION RECOVERY (2005)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 NE1463'RECOVERED IN GOOD CONDITION.
 NE1463
 NE1463                          STATION RECOVERY (2006)
 NE1463
 NE1463'RECOVERY NOTE BY GEOCACHING 2006 (CAZ)
 NE1463'RECOVERED IN GOOD CONDITION.
 NE1463
 NE1463                          STATION RECOVERY (2016)
 NE1463
 NE1463'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1465 ***********************************************************************
 NE1465  DESIGNATION -  ANN ARBOR COLL HOSP FLAGSTAFF
 NE1465  PID         -  NE1465
 NE1465  STATE/COUNTY-  MI/WASHTENAW
 NE1465  COUNTRY     -  US
 NE1465  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE1465
 NE1465                         *CURRENT SURVEY CONTROL
 NE1465  ______________________________________________________________________
 NE1465* NAD 83(1994) POSITION- 42 16 58.59345(N) 083 43 52.05642(W)   ADJUSTED
 NE1465  ______________________________________________________________________
 NE1465  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 NE1465  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 NE1465  HORZ ORDER      -  THIRD
 NE1465
 NE1465.The horizontal coordinates were established by classical geodetic methods
 NE1465.and adjusted by the National Geodetic Survey in February 1997.
 NE1465
 NE1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1465.GEOID18 height accuracy estimate available here.
 NE1465
 NE1465.Click photographs - Photos may exist for this station.
 NE1465
 NE1465.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1465
 NE1465. The following values were computed from the NAD 83(1994) position.
 NE1465
 NE1465;                    North         East     Units Scale Factor Converg.
 NE1465;SPC MI S     -    87,165.728 4,052,418.554   MT  0.99996171   +0 25 57.0
 NE1465;SPC MI S     -   285,976.80 13,295,336.46   iFT  0.99996171   +0 25 57.0
 NE1465;UTM  17      - 4,684,804.154   274,811.116   MT  1.00022398   -1 50 17.7
 NE1465
 NE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7481184804(NAD 83)
 NE1465
 NE1465                          SUPERSEDED SURVEY CONTROL
 NE1465
 NE1465  NAD 83(1986)-  42 16 58.59751(N)    083 43 52.07950(W) AD(       ) 3
 NE1465  NAD 27      -  42 16 58.46000(N)    083 43 52.29000(W) AD(       ) 3
 NE1465
 NE1465.Superseded values are not recommended for survey control.
 NE1465
 NE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1465.See file dsdata.pdf to determine how the superseded data were derived.
 NE1465
 NE1465_MARKER: 83 = FLAGSTAFF
 NE1465
 NE1465  HISTORY     - Date     Condition        Report By
 NE1465  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1465  HISTORY     - 1977     GOOD             NGS
 NE1465  HISTORY     - 1984     GOOD             USPSQD
 NE1465  HISTORY     - 1987     GOOD             USPSQD
 NE1465  HISTORY     - 1989     GOOD             USPSQD
 NE1465
 NE1465                          STATION DESCRIPTION
 NE1465
 NE1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1465'THIS STATION WAS RECOVERED IN GOOD CONDITION, THERE WAS NO PREVIOUS
 NE1465'DESCRIPTION.  THE STATION IS LOCATED IN THE EASTERN SECTION OF ANN
 NE1465'ARBOR, ON THE GROUNDS OF THE UNIVERSITY OF MICHIGAN.  IT IS LOCATED
 NE1465'AT THE NORTH END OF OBSERVATORY STREET AND AT THE EAST END OF ANN
 NE1465'STREET.  IT IS ABOUT 100 FEET NORTH OF THE NORTH END OF
 NE1465'OBSERVATORY STREET AND ABOUT 100 FEET ABOVE THE STREET LEVEL, AND
 NE1465'IS NOT LOCATED ON THE HIGHEST PART OF THE BUILDING.
 NE1465'
 NE1465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1465
 NE1465                          STATION RECOVERY (1984)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1984 (RM)
 NE1465'STATION FOUND GOOD.
 NE1465'THIS STATION WAS RECOVERED IN GOOD CONDITION APPARENTLY.  CLOSE
 NE1465'ACCESS TO INSPECT ITS FOUNDATION AND STRUCTURE IS DIFFICULT TO
 NE1465'ACHIEVE OWING TO THE FACT THAT IT IS LOCATED ATOP A HOSPITAL BLDG.
 NE1465'IT IS, AS NOTED IN 1977, NOT AT THE HIGHEST ROOF LEVEL AND IS
 NE1465'OBSCURED FROM ANY NORTHERLY VIEW.  MORE RECENT BLDGS WITHIN
 NE1465'1/4 MILE OR SO (DORMITORIES AND PARKING STRUCTURES) FURTHER OBSCURE
 NE1465'THE VIEW FROM ANY DIRECTION EXCEPT DUE SOUTH ALONG OBSERVATORY ST,
 NE1465'WHICH IS, ITSELF, LESS THAN TWO MILES LONG.  HENCE, THE MARK,
 NE1465'THOUGH IN GOOD CONDITION, IS USELESS.
 NE1465
 NE1465                          STATION RECOVERY (1987)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1465'RECOVERED IN GOOD CONDITION.
 NE1465
 NE1465                          STATION RECOVERY (1989)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1466 ***********************************************************************
 NE1466  DESIGNATION -  ANN ARBOR COLL POWER PLANT STK
 NE1466  PID         -  NE1466
 NE1466  STATE/COUNTY-  MI/WASHTENAW
 NE1466  COUNTRY     -  US
 NE1466  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE1466
 NE1466                         *CURRENT SURVEY CONTROL
 NE1466  ______________________________________________________________________
 NE1466* NAD 83(1994) POSITION- 42 16 51.88736(N) 083 44 04.14664(W)   ADJUSTED
 NE1466  ______________________________________________________________________
 NE1466  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 NE1466  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 NE1466  HORZ ORDER      -  THIRD
 NE1466
 NE1466.The horizontal coordinates were established by classical geodetic methods
 NE1466.and adjusted by the National Geodetic Survey in February 1997.
 NE1466
 NE1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1466.GEOID18 height accuracy estimate available here.
 NE1466
 NE1466.Click photographs - Photos may exist for this station.
 NE1466
 NE1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1466
 NE1466. The following values were computed from the NAD 83(1994) position.
 NE1466
 NE1466;                    North         East     Units Scale Factor Converg.
 NE1466;SPC MI S     -    86,956.739 4,052,143.117   MT  0.99996205   +0 25 48.8
 NE1466;SPC MI S     -   285,291.14 13,294,432.80   iFT  0.99996205   +0 25 48.8
 NE1466;UTM  17      - 4,684,606.190   274,527.540   MT  1.00022556   -1 50 25.6
 NE1466
 NE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7452784606(NAD 83)
 NE1466
 NE1466                          SUPERSEDED SURVEY CONTROL
 NE1466
 NE1466  NAD 83(1986)-  42 16 51.89278(N)    083 44 04.17134(W) AD(       ) 3
 NE1466  NAD 27      -  42 16 51.76783(N)    083 44 04.39768(W) AD(       ) 3
 NE1466
 NE1466.Superseded values are not recommended for survey control.
 NE1466
 NE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1466.See file dsdata.pdf to determine how the superseded data were derived.
 NE1466
 NE1466_MARKER: 63 = STACK
 NE1466
 NE1466  HISTORY     - Date     Condition        Report By
 NE1466  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1466  HISTORY     - 1977     GOOD             NGS
 NE1466  HISTORY     - 1987     GOOD             USPSQD
 NE1466  HISTORY     - 1989     GOOD             USPSQD
 NE1466  HISTORY     - 20160510 MARK NOT FOUND   MI0150
 NE1466
 NE1466                          STATION DESCRIPTION
 NE1466
 NE1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1466'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, THERE WAS
 NE1466'NO PREVIOUS DESCRIPTION.  THE STACK IS LOCATED NEAR THE INTERSECTION
 NE1466'OF EAST HURON STREET AND WASHTENAW STREET, ON THE NORTH SIDE OF THE
 NE1466'POWER PLANT BUILDING.  THE STACK IS CONSTRUCTED OF RED FIRE BRICK,
 NE1466'20 FEET IN DIAMETER AT THE BASE AND NEARLY SYMMETRICAL TO THE TOP
 NE1466'WITH A COLLAR AT THE TOP.  THE STACK IS 240 FEET HIGH, 50 FEET
 NE1466'SOUTH OF EAST HURON STREET, 150 FEET WEST OF WASHTENAW STREET.
 NE1466'THERE IS A SHORTER STACK OF SIMILAR CONSTRUCTION AT THE SOUTH END
 NE1466'OF THE BUILDING.
 NE1466'
 NE1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1466
 NE1466                          STATION RECOVERY (1987)
 NE1466
 NE1466'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1466'RECOVERED IN GOOD CONDITION.
 NE1466
 NE1466                          STATION RECOVERY (1989)
 NE1466
 NE1466'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1466'RECOVERED IN GOOD CONDITION.
 NE1466
 NE1466                          STATION RECOVERY (2016)
 NE1466
 NE1466'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH3625 ***********************************************************************
 DH3625  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3625  DESIGNATION -  ANN ARBOR CORS ARP
 DH3625  CORS_ID     -  UOFM
 DH3625  PID         -  DH3625
 DH3625  STATE/COUNTY-  MI/WASHTENAW
 DH3625  COUNTRY     -  US
 DH3625  USGS QUAD   -  ANN ARBOR WEST (2017)
 DH3625
 DH3625                         *CURRENT SURVEY CONTROL
 DH3625  ______________________________________________________________________
 DH3625* NAD 83(2011) POSITION- 42 17 44.94086(N) 083 50 22.79690(W)   ADJUSTED
 DH3625* NAD 83(2011) ELLIP HT-   243.771 (meters)        (04/??/25)   ADJUSTED
 DH3625* NAD 83(2011) EPOCH   -  2010.00
 DH3625  ______________________________________________________________________
 DH3625  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 DH3625  NAD 83(2011) X  -    507,058.795 (meters)                     COMP
 DH3625  NAD 83(2011) Y  - -4,697,844.619 (meters)                     COMP
 DH3625  NAD 83(2011) Z  -  4,270,129.423 (meters)                     COMP
 DH3625
 DH3625  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3625  Standards:
 DH3625         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3625            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3625  -------------------------------------------------------------------
 DH3625  NETWORK    0.26   0.43           0.12   0.08   0.22     -0.12107700
 DH3625  -------------------------------------------------------------------
 DH3625
 DH3625.The coordinates were established by GPS observations
 DH3625.and adjusted by the National Geodetic Survey in April 2025.
 DH3625
 DH3625.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3625.been affixed to the stable North American Tectonic Plate. 
 DH3625
 DH3625.The coordinates are valid at the epoch date displayed above
 DH3625.which is a decimal equivalence of Year/Month/Day.
 DH3625
 DH3625.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3625.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3625.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3625.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3625.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3625.published epoch of 2010.00.
 DH3625
 DH3625.Additional information on MYCS is available at:
 DH3625.https://geodesy.noaa.gov/CORS/index.shtml
 DH3625
 DH3625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3625.GEOID18 height accuracy estimate available here.
 DH3625
 DH3625.The PID for the CORS L1 Phase Center is DR5941.
 DH3625
 DH3625.Click photographs - Photos may exist for this station.
 DH3625
 DH3625.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3625
 DH3625.The ellipsoidal height was determined by GPS observations
 DH3625.and is referenced to NAD 83.
 DH3625
 DH3625. The following values were computed from the NAD 83(2011) position.
 DH3625
 DH3625;                    North         East     Units Scale Factor Converg.
 DH3625;SPC MI S     -    88,533.899 4,043,457.566   MT  0.99995939   +0 21 31.1
 DH3625;SPC MI S     -   290,465.55 13,265,936.90   iFT  0.99995939   +0 21 31.1
 DH3625;UTM  17      - 4,686,526.776   265,908.803   MT  1.00027430   -1 54 42.6
 DH3625
 DH3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3625!SPC MI S     -   0.99996177  x   0.99995939  =   0.99992116
 DH3625!UTM  17      -   0.99996177  x   1.00027430  =   1.00023606
 DH3625
 DH3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6590886526(NAD 83)
 DH3625
 DH3625                          SUPERSEDED SURVEY CONTROL
 DH3625
 DH3625  NAD 83(2011)-  42 17 44.94172(N)    083 50 22.79664(W) AD(2010.00) c
 DH3625  ELLIP H (06/??/22)  243.759  (m)                       GP(2010.00) c c
 DH3625  NAD 83(2011)-  42 17 44.94171(N)    083 50 22.79686(W) AD(2010.00) c
 DH3625  ELLIP H (05/??/21)  243.759  (m)                       GP(2010.00) c c
 DH3625  NAD 83(2011)-  42 17 44.94170(N)    083 50 22.79708(W) AD(2010.00) c
 DH3625  ELLIP H (06/??/20)  243.760  (m)                       GP(2010.00) c c
 DH3625  NAD 83(2011)-  42 17 44.94166(N)    083 50 22.79721(W) AD(2010.00) c
 DH3625  ELLIP H (06/??/19)  243.771  (m)                       GP(2010.00) c c
 DH3625  NAD 83(2011)-  42 17 44.94111(N)    083 50 22.79714(W) AD(2010.00) c
 DH3625  NAD 83(2011)-  42 17 44.94115(N)    083 50 22.79729(W) AD(2010.00) c
 DH3625  ELLIP H (08/??/11)  243.761  (m)                       GP(2010.00) c c
 DH3625  NAD 83(CORS)-  42 17 44.94125(N)    083 50 22.79793(W) AD(2002.00) c
 DH3625  ELLIP H (06/??/05)  243.770  (m)                       GP(2002.00) c c
 DH3625
 DH3625.Superseded values are not recommended for survey control.
 DH3625
 DH3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3625.See file dsdata.pdf to determine how the superseded data were derived.
 DH3625
 DH3625_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3625
 DH3625                          STATION DESCRIPTION
 DH3625
 DH3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3625'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3625'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3625'AND LOG FILES ACCESSIBLE AT:
 DH3625'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1567 ***********************************************************************
 NE1567  PACS        -  This is a Primary Airport Control Station.
 NE1567  DESIGNATION -  ANNAPORT
 NE1567  PID         -  NE1567
 NE1567  STATE/COUNTY-  MI/WASHTENAW
 NE1567  COUNTRY     -  US
 NE1567  USGS QUAD   -  YPSILANTI WEST (2017)
 NE1567
 NE1567                         *CURRENT SURVEY CONTROL
 NE1567  ______________________________________________________________________
 NE1567* NAD 83(2011) POSITION- 42 13 24.72085(N) 083 44 42.52762(W)   ADJUSTED
 NE1567* NAD 83(2011) ELLIP HT-   218.414 (meters)        (06/27/12)   ADJUSTED
 NE1567* NAD 83(2011) EPOCH   -  2010.00
 NE1567* NAVD 88 ORTHO HEIGHT -   252.620 (meters)      828.80  (feet) ADJUSTED
 NE1567  ______________________________________________________________________
 NE1567  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 NE1567  NAD 83(2011) X  -    515,394.264 (meters)                     COMP
 NE1567  NAD 83(2011) Y  - -4,702,350.655 (meters)                     COMP
 NE1567  NAD 83(2011) Z  -  4,264,169.772 (meters)                     COMP
 NE1567  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 NE1567  DYNAMIC HEIGHT  -        252.538 (meters)      828.54  (feet) COMP
 NE1567  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 NE1567
 NE1567  VERT ORDER      -  SECOND    CLASS II
 NE1567
 NE1567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1567  Standards:
 NE1567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1567  -------------------------------------------------------------------
 NE1567  NETWORK    0.53   1.29           0.25   0.16   0.66     -0.04807365
 NE1567  -------------------------------------------------------------------
 NE1567  Click here for local accuracies and other accuracy information.
 NE1567
 NE1567.This mark is at Ann Arbor Airport (ARB)
 NE1567
 NE1567.The horizontal coordinates were established by GPS observations
 NE1567.and adjusted by the National Geodetic Survey in June 2012.
 NE1567
 NE1567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1567.been affixed to the stable North American tectonic plate. See 
 NE1567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1567
 NE1567.The horizontal coordinates are valid at the epoch date displayed above
 NE1567.which is a decimal equivalence of Year/Month/Day.
 NE1567
 NE1567.The orthometric height was determined by differential leveling and
 NE1567.adjusted by the NATIONAL GEODETIC SURVEY
 NE1567.in August 1995.
 NE1567
 NE1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1567.GEOID18 height accuracy estimate available here.
 NE1567
 NE1567.Click photographs - Photos may exist for this station.
 NE1567
 NE1567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1567
 NE1567.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1567
 NE1567.The ellipsoidal height was determined by GPS observations
 NE1567.and is referenced to NAD 83.
 NE1567
 NE1567.The dynamic height is computed by dividing the NAVD 88
 NE1567.geopotential number by the normal gravity value computed on the
 NE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1567.degrees latitude (g = 980.6199 gals.).
 NE1567
 NE1567.The modeled gravity was interpolated from observed gravity values.
 NE1567
 NE1567. The following values were computed from the NAD 83(2011) position.
 NE1567
 NE1567;                    North         East     Units Scale Factor Converg.
 NE1567;SPC MI S     -    80,558.440 4,051,310.954   MT  0.99997304   +0 25 22.7
 NE1567;SPC MI S     -   264,299.34 13,291,702.60   iFT  0.99997304   +0 25 22.7
 NE1567;UTM  17      - 4,678,244.205   273,442.363   MT  1.00023160   -1 50 44.1
 NE1567
 NE1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1567!SPC MI S     -   0.99996575  x   0.99997304  =   0.99993879
 NE1567!UTM  17      -   0.99996575  x   1.00023160  =   1.00019734
 NE1567
 NE1567:                Primary Azimuth Mark                     Grid Az
 NE1567:SPC MI S     -  ANNAPORT AZ MK                           053 38 10.1
 NE1567:UTM  17      -  ANNAPORT AZ MK                           055 54 16.9
 NE1567
 NE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7344278244(NAD 83)
 NE1567
 NE1567|---------------------------------------------------------------------|
 NE1567| PID    Reference Object                     Distance      Geod. Az  |
 NE1567|                                                           dddmmss.s |
 NE1567| NE1568 ANNAPORT AZ MK                      478.521 METERS 0540332.8 |
 NE1567| NE1040 S 336                               APPROX. 0.6 KM 3592555.4 |
 NE1567|---------------------------------------------------------------------|
 NE1567
 NE1567                          SUPERSEDED SURVEY CONTROL
 NE1567
 NE1567  NAD 83(2007)-  42 13 24.72101(N)    083 44 42.52833(W) AD(2002.00) 0
 NE1567  ELLIP H (02/10/07)  218.436  (m)                       GP(2002.00)    
 NE1567  ELLIP H (07/31/02)  218.469  (m)                       GP(       ) 4 1
 NE1567  ELLIP H (07/12/02)  218.496  (m)                       GP(       ) 4 1
 NE1567  NAD 83(1994)-  42 13 24.72076(N)    083 44 42.52786(W) AD(       ) A
 NE1567  ELLIP H (10/17/00)  218.482  (m)                       GP(       ) 3 1
 NE1567  NAD 83(1994)-  42 13 24.72096(N)    083 44 42.52741(W) AD(       ) 1
 NE1567  ELLIP H (02/03/97)  218.538  (m)                       GP(       ) 4 1
 NE1567  NAD 83(1986)-  42 13 24.72654(N)    083 44 42.55374(W) AD(       ) 1
 NE1567  NAD 83(1986)-  42 13 24.72595(N)    083 44 42.55265(W) AD(       ) 1
 NE1567  NAVD 88             252.62   (m)          828.8    (f) LEVELING    3  
 NE1567  NAVD 88 (09/30/91)  252.63   (m)  UNKNOWN  model used  GPS OBS        
 NE1567  NGVD 29 (03/27/91)  252.70   (m)  OSU 89B  model used  GPS OBS        
 NE1567
 NE1567.Superseded values are not recommended for survey control.
 NE1567
 NE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1567.See file dsdata.pdf to determine how the superseded data were derived.
 NE1567
 NE1567_MARKER: I = METAL ROD
 NE1567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1567_STAMPING: ANNAPORT 1989
 NE1567_MARK LOGO: NGS
 NE1567_PROJECTION: FLUSH
 NE1567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1567+STABILITY: POSITION/ELEVATION WELL
 NE1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1567+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 NE1567_ROD/PIPE-DEPTH: 28.0 meters
 NE1567_SLEEVE-DEPTH  : 1.0 meters
 NE1567
 NE1567  HISTORY     - Date     Condition        Report By
 NE1567  HISTORY     - 1989     MONUMENTED       NGS
 NE1567  HISTORY     - 19900205 GOOD
 NE1567  HISTORY     - 19910715 GOOD             NGS
 NE1567  HISTORY     - 19930809 GOOD             WOOLPT
 NE1567  HISTORY     - 19930810 GOOD             WOOLPT
 NE1567  HISTORY     - 19990906 GOOD             NGS
 NE1567  HISTORY     - 20020320 GOOD             USPSQD
 NE1567  HISTORY     - 20060526 GOOD             INDIV
 NE1567  HISTORY     - 20160511 GOOD             MI0150
 NE1567
 NE1567                          STATION DESCRIPTION
 NE1567
 NE1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1567'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF ANN ARBOR, AT
 NE1567'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE SOUTHWEST END OF THE
 NE1567'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND
 NE1567'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1567'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR MI 48108. PHONE
 NE1567'IS (313) 994-2841.
 NE1567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1567'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1567'(0.50 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1567'AND GO WEST FOR 0.5 KM (0.30 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON AIRPORT BOULEVARD TO A
 NE1567'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1567'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN RIGHT AND
 NE1567'GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY LEFT.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO
 NE1567'THE STATION ON THE LEFT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1567'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1567'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 NE1567'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1567'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1567'LOCATED 32.5 M (106.6 FT) EAST FROM THE JUNCTION OF THE CENTER OF THE
 NE1567'PARALLEL TAXIWAY AND THE CENTER OF A CONNECTING TAXIWAY, 29.4 M
 NE1567'(96.5 FT) NORTHEAST FROM THE CENTER OF A CONNECTING TAXIWAY, 22.4 M
 NE1567'(73.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A 0.6 METER SQUARE METAL
 NE1567'DRAIN COVER AND 11.5 M (37.7 FT) SOUTH-SOUTHEAST FROM THE
 NE1567'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1567'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1567'AT THE AIRPORT, PHONE IS (313) 769-1830.
 NE1567'DESCRIBED BY J.B. WARD.
 NE1567'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1567
 NE1567                          STATION RECOVERY (1990)
 NE1567
 NE1567'RECOVERED 1990
 NE1567'RECOVERED IN GOOD CONDITION.
 NE1567
 NE1567                          STATION RECOVERY (1991)
 NE1567
 NE1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1567'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH OF ANN ARBOR, AT
 NE1567'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE SOUTHWEST END OF THE
 NE1567'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY
 NE1567'AND THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1567'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR, MI. 48108.
 NE1567'PHONE (313) 994-2841.
 NE1567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1567'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1567'(0.5 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1567'AND GO WEST FOR 0.5 KM (0.3 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.2 MI) ON AIRPORT BOULEVARD TO A
 NE1567'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.1 MI) ON THE AIRPORT
 NE1567'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN RIGHT AND
 NE1567'GO SOUTHWEST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY LEFT.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON A CONNECTING TAXIWAY TO
 NE1567'THE STATION ON THE LEFT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1567'THE STATION IS LOCATED 32.5 M (106.6 FT) EAST FROM THE JUNCTION OF THE
 NE1567'CENTER OF THE PARALLEL TAXIWAY AND THE CENTER OF A CONNECTING
 NE1567'TAXIWAY, 29.4 M (96.5 FT) NORTHEAST FROM THE CENTER OF A CONNECTING
 NE1567'TAXIWAY, 22.4 M (73.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A 0.6
 NE1567'METER SQUARE METAL DRAIN COVER AND 11.5 M (37.7 FT) SOUTH-SOUTHEAST
 NE1567'FROM THE SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1567'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1567'AT THE AIRPORT, PHONE IS (313) 769-1830.
 NE1567
 NE1567                          STATION RECOVERY (1993)
 NE1567
 NE1567'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1567'RECOVERED AS DESCRIBED.
 NE1567
 NE1567                          STATION RECOVERY (1993)
 NE1567
 NE1567'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1567'RECOVERED AS DESCRIBED.
 NE1567
 NE1567                          STATION RECOVERY (1999)
 NE1567
 NE1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NE1567'RECOVERED AS DESCRIBED.  THIS STATION HSA BEEN DESIGNATED AS THE PACS
 NE1567'(PRIMARY AIRPORT CONTROL STATION).
 NE1567
 NE1567                          STATION RECOVERY (2002)
 NE1567
 NE1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (MD)
 NE1567'RECOVERED IN GOOD CONDITION.
 NE1567
 NE1567                          STATION RECOVERY (2006)
 NE1567
 NE1567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SPE)
 NE1567'RECOVERED AS DESCRIBED. NEW CONTACT NUMBER 734-994-2841
 NE1567
 NE1567                          STATION RECOVERY (2016)
 NE1567
 NE1567'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1568 ***********************************************************************
 NE1568  SACS        -  This is a Secondary Airport Control Station.
 NE1568  DESIGNATION -  ANNAPORT AZ MK
 NE1568  PID         -  NE1568
 NE1568  STATE/COUNTY-  MI/WASHTENAW
 NE1568  COUNTRY     -  US
 NE1568  USGS QUAD   -  YPSILANTI WEST (2017)
 NE1568
 NE1568                         *CURRENT SURVEY CONTROL
 NE1568  ______________________________________________________________________
 NE1568* NAD 83(2011) POSITION- 42 13 33.82337(N) 083 44 25.63359(W)   ADJUSTED
 NE1568* NAD 83(2011) ELLIP HT-   217.520 (meters)        (06/27/12)   ADJUSTED
 NE1568* NAD 83(2011) EPOCH   -  2010.00
 NE1568* NAVD 88 ORTHO HEIGHT -   251.718 (meters)      825.84  (feet) ADJUSTED
 NE1568  ______________________________________________________________________
 NE1568  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 NE1568  NAD 83(2011) X  -    515,758.754 (meters)                     COMP
 NE1568  NAD 83(2011) Y  - -4,702,120.139 (meters)                     COMP
 NE1568  NAD 83(2011) Z  -  4,264,377.157 (meters)                     COMP
 NE1568  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 NE1568  DYNAMIC HEIGHT  -        251.637 (meters)      825.58  (feet) COMP
 NE1568  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 NE1568
 NE1568  VERT ORDER      -  SECOND    CLASS II
 NE1568
 NE1568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1568  Standards:
 NE1568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1568  -------------------------------------------------------------------
 NE1568  NETWORK    0.53   1.29           0.25   0.16   0.66     -0.04541808
 NE1568  -------------------------------------------------------------------
 NE1568  Click here for local accuracies and other accuracy information.
 NE1568
 NE1568.This mark is at Ann Arbor Airport (ARB)
 NE1568
 NE1568.The horizontal coordinates were established by GPS observations
 NE1568.and adjusted by the National Geodetic Survey in June 2012.
 NE1568
 NE1568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1568.been affixed to the stable North American tectonic plate. See 
 NE1568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1568
 NE1568.The horizontal coordinates are valid at the epoch date displayed above
 NE1568.which is a decimal equivalence of Year/Month/Day.
 NE1568
 NE1568.The orthometric height was determined by differential leveling and
 NE1568.adjusted by the NATIONAL GEODETIC SURVEY
 NE1568.in August 1995.
 NE1568
 NE1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1568.GEOID18 height accuracy estimate available here.
 NE1568
 NE1568.Click photographs - Photos may exist for this station.
 NE1568
 NE1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1568
 NE1568.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1568
 NE1568.The ellipsoidal height was determined by GPS observations
 NE1568.and is referenced to NAD 83.
 NE1568
 NE1568.The dynamic height is computed by dividing the NAVD 88
 NE1568.geopotential number by the normal gravity value computed on the
 NE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1568.degrees latitude (g = 980.6199 gals.).
 NE1568
 NE1568.The modeled gravity was interpolated from observed gravity values.
 NE1568
 NE1568. The following values were computed from the NAD 83(2011) position.
 NE1568
 NE1568;                    North         East     Units Scale Factor Converg.
 NE1568;SPC MI S     -    80,842.153 4,051,696.281   MT  0.99997254   +0 25 34.2
 NE1568;SPC MI S     -   265,230.16 13,292,966.80   iFT  0.99997254   +0 25 34.2
 NE1568;UTM  17      - 4,678,512.512   273,838.721   MT  1.00022939   -1 50 33.1
 NE1568
 NE1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1568!SPC MI S     -   0.99996589  x   0.99997254  =   0.99993843
 NE1568!UTM  17      -   0.99996589  x   1.00022939  =   1.00019527
 NE1568
 NE1568:                Primary Azimuth Mark                     Grid Az
 NE1568:SPC MI S     -  ANNAPORT                                 233 38 10.0
 NE1568:UTM  17      -  ANNAPORT                                 235 54 17.3
 NE1568
 NE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7383878512(NAD 83)
 NE1568
 NE1568|---------------------------------------------------------------------|
 NE1568| PID    Reference Object                     Distance      Geod. Az  |
 NE1568|                                                           dddmmss.s |
 NE1568| NE1567 ANNAPORT                            478.521 METERS 2340344.2 |
 NE1568|---------------------------------------------------------------------|
 NE1568
 NE1568                          SUPERSEDED SURVEY CONTROL
 NE1568
 NE1568  NAD 83(2007)-  42 13 33.82352(N)    083 44 25.63430(W) AD(2002.00) 0
 NE1568  ELLIP H (02/10/07)  217.542  (m)                       GP(2002.00)    
 NE1568  ELLIP H (10/30/02)  217.575  (m)                       GP(       ) 4 1
 NE1568  ELLIP H (07/12/02)  217.603  (m)                       GP(       ) 4 1
 NE1568  NAD 83(1994)-  42 13 33.82328(N)    083 44 25.63384(W) AD(       ) 1
 NE1568  ELLIP H (10/17/00)  217.588  (m)                       GP(       ) 2 1
 NE1568  NAD 83(1994)-  42 13 33.82330(N)    083 44 25.63300(W) AD(       ) 1
 NE1568  ELLIP H (02/03/97)  217.639  (m)                       GP(       ) 4 1
 NE1568  NAD 83(1986)-  42 13 33.82878(N)    083 44 25.65958(W) AD(       ) 1
 NE1568  NAD 83(1986)-  42 13 33.82822(N)    083 44 25.65843(W) AD(       ) 3
 NE1568  NAVD 88 (10/17/00)  251.72   (m)  GEOID99  model used  GPS OBS        
 NE1568  NAVD 88 (09/30/91)  251.73   (m)  UNKNOWN  model used  GPS OBS        
 NE1568  NGVD 29 (03/27/91)  251.80   (m)  OSU 89B  model used  GPS OBS        
 NE1568
 NE1568.Superseded values are not recommended for survey control.
 NE1568
 NE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1568.See file dsdata.pdf to determine how the superseded data were derived.
 NE1568
 NE1568_MARKER: I = METAL ROD
 NE1568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1568_STAMPING: ANNAPORT AZ MK 1989
 NE1568_MARK LOGO: NGS
 NE1568_PROJECTION: FLUSH
 NE1568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1568+STABILITY: POSITION/ELEVATION WELL
 NE1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1568+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 NE1568_ROD/PIPE-DEPTH: 12.2 meters
 NE1568_SLEEVE-DEPTH  : 1.0 meters
 NE1568
 NE1568  HISTORY     - Date     Condition        Report By
 NE1568  HISTORY     - 1989     MONUMENTED       NGS
 NE1568  HISTORY     - 19900202 GOOD
 NE1568  HISTORY     - 19930809 GOOD             WOOLPT
 NE1568  HISTORY     - 19930810 GOOD             WOOLPT
 NE1568  HISTORY     - 19990906 GOOD             NGS
 NE1568  HISTORY     - 20020320 GOOD             USPSQD
 NE1568  HISTORY     - 20160511 GOOD             MI0150
 NE1568
 NE1568                          STATION DESCRIPTION
 NE1568
 NE1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1568'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF ANN ARBOR, AT
 NE1568'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE NORTHEAST END OF THE
 NE1568'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND
 NE1568'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1568'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR MI 48108. PHONE
 NE1568'IS (313) 994-2841.
 NE1568'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1568'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1568'(0.50 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1568'AND GO WEST FOR 0.5 KM (0.30 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1568'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON AIRPORT BOULEVARD TO A
 NE1568'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1568'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND
 NE1568'GO SOUTHEAST FOR 75 METERS ACROSS THE APRON TO A TAXIWAY LEFT.  TURN
 NE1568'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE PARALLEL
 NE1568'TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.3 KM (0.20 MI) ON THE
 NE1568'PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A CONNECTING
 NE1568'TAXIWAY RIGHT.
 NE1568'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1568'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 NE1568'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1568'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1568'LOCATED 52.2 M (171.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 NE1568'PAVED RUNWAY, 31.4 M (103.0 FT) NORTH FROM THE CENTER OF A 1.0 METER
 NE1568'ROUND METAL DRAIN COVER, 7.6 M (24.9 FT) SOUTHEAST FROM THE SOUTHEAST
 NE1568'EDGE OF THE PARALLEL TAXIWAY AND 4.6 M (15.1 FT) EAST-SOUTHEAST FROM
 NE1568'THE EAST CORNER OF A 0.4 METER SQUARE CONCRETE BASE FOR A TAXIWAY
 NE1568'LIGHT.
 NE1568'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1568'AT AIRPORT (313) 769-1830.
 NE1568'DESCRIBED BY J.B. WARD.
 NE1568
 NE1568                          STATION RECOVERY (1990)
 NE1568
 NE1568'RECOVERED 1990
 NE1568'RECOVERED IN GOOD CONDITION.
 NE1568
 NE1568                          STATION RECOVERY (1993)
 NE1568
 NE1568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1568'RECOVERED AS DESCRIBED.
 NE1568
 NE1568                          STATION RECOVERY (1993)
 NE1568
 NE1568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1568'RECOVERED AS DESCRIBED.
 NE1568
 NE1568                          STATION RECOVERY (1999)
 NE1568
 NE1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NE1568'RECOVERED AS DESCRIBED. THIS STATION HAS BEEN DESIGNATED AS A SACS
 NE1568'(SECONDARY AIRPORT CONTROL STATION).
 NE1568
 NE1568                          STATION RECOVERY (2002)
 NE1568
 NE1568'RECOVERY NOTE BY US POWER SQUADRON 2002 (MD)
 NE1568'RECOVERED IN GOOD CONDITION.
 NE1568
 NE1568                          STATION RECOVERY (2016)
 NE1568
 NE1568'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0182 ***********************************************************************
 RJ0182  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0182  DESIGNATION -  ANTENNA
 RJ0182  PID         -  RJ0182
 RJ0182  STATE/COUNTY-  MI/CHIPPEWA
 RJ0182  COUNTRY     -  US
 RJ0182  USGS QUAD   -  OAK RIDGE (2017)
 RJ0182
 RJ0182                         *CURRENT SURVEY CONTROL
 RJ0182  ______________________________________________________________________
 RJ0182* NAD 83(1986) POSITION- 46 17 03.39   (N) 084 12 44.21   (W)   HD_HELD1
 RJ0182* NAVD 88 ORTHO HEIGHT -   178.729 (meters)      586.38  (feet) ADJUSTED
 RJ0182  ______________________________________________________________________
 RJ0182  GEOID HEIGHT    -        -36.497 (meters)                     GEOID18
 RJ0182  DYNAMIC HEIGHT  -        178.739 (meters)      586.41  (feet) COMP
 RJ0182  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0182
 RJ0182  VERT ORDER      -  FIRST     CLASS 0
 RJ0182
 RJ0182.The horizontal coordinates were determined by differentially corrected
 RJ0182.hand held GPS observations or other comparable positioning techniques
 RJ0182.and have an estimated accuracy of +/- 3 meters.
 RJ0182
 RJ0182.The orthometric height was determined by differential leveling and
 RJ0182.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0182.in June 1991.
 RJ0182
 RJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0182.GEOID18 height accuracy estimate available here.
 RJ0182
 RJ0182.This Water Level Mark is designated as VM 18375
 RJ0182.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0182
 RJ0182.This Water Level Mark is designated as VM 18401
 RJ0182.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0182
 RJ0182.This Water Level Mark is designated as VM 18422
 RJ0182.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0182
 RJ0182.Click photographs - Photos may exist for this station.
 RJ0182
 RJ0182.The dynamic height is computed by dividing the NAVD 88
 RJ0182.geopotential number by the normal gravity value computed on the
 RJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0182.degrees latitude (g = 980.6199 gals.).
 RJ0182
 RJ0182.The modeled gravity was interpolated from observed gravity values.
 RJ0182
 RJ0182;                    North         East    Units  Estimated Accuracy
 RJ0182;SPC MI N     -   170,597.6   8,214,772.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0182
 RJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1474729410(NAD 83)
 RJ0182
 RJ0182                          SUPERSEDED SURVEY CONTROL
 RJ0182
 RJ0182.No superseded survey control is available for this station.
 RJ0182
 RJ0182_MARKER: B = BOLT
 RJ0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0182_SP_SET: FOUNDATION
 RJ0182_STAMPING: ANTENNA USLS 1969 - 6028 B 1987
 RJ0182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0182+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 RJ0182
 RJ0182  HISTORY     - Date     Condition        Report By
 RJ0182  HISTORY     - 1969     MONUMENTED       USLS
 RJ0182  HISTORY     - 1969     GOOD             USLS
 RJ0182  HISTORY     - 1983     GOOD             NGS
 RJ0182  HISTORY     - 20050730 GOOD             NGS
 RJ0182  HISTORY     - 20181001 GOOD             CO-OPS
 RJ0182
 RJ0182                          STATION DESCRIPTION
 RJ0182
 RJ0182'DESCRIBED BY US LAKE SURVEY 1969
 RJ0182'3.3 MI ESE FROM BARBEAU.
 RJ0182'ANTENNA IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0182'SOUTHEAST OF BARBEAU, 0.8 MILE SOUTH AND SOUTHEAST OF
 RJ0182'INTERSECTION OF NEEBISH AND RIVER ROADS, 0.14 MILE EAST OF
 RJ0182'INTERSECTION OF RIVER ROAD AND A DIRT ROAD LEADING TO COAST
 RJ0182'GUARD LOOKOUT TOWER NO. 4, 29.6 FEET NORTHWEST OF SOUTHWEST
 RJ0182'CORNER AND 26.0 FEET SOUTHWEST OF NORTHWEST CORNER OF TOWER
 RJ0182'FOUNDATION, ON NORTHEAST CORNER OF A 6 X 6 FOOT CONCRETE ANTENNA
 RJ0182'FOUNDATION, 0.3 FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST
 RJ0182'POINT ON TOP OF ANCHOR BOLT SET INTO THE FOUNDATION.
 RJ0182
 RJ0182                          STATION RECOVERY (1983)
 RJ0182
 RJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0182'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU THENCE 1.3
 RJ0182'KM (0.8 MI) SOUTH ALONG SCENIC ROAD, THENCE 0.16 KM (0.1 MI) SOUTHEAST
 RJ0182'ALONG A DIRT AND ROCK WOODS ROAD TO THE AREA OF THE U.S. COAST GUARD
 RJ0182'STATION NUMBER 4, MARK IS THE HIGH POINT OF THE TOP OF AN ANCHOR BOLT
 RJ0182'AT THE NORTHEAST CORNER OF AN ABANDONED 6 BY 6 FOOT CONCRETE ABUTEMENT
 RJ0182'FOUNDATION, 9.0 METERS (29.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 RJ0182'THE USCG LOOKOUT TOWER, AND 7.9 METERS (26.0 FT) SOUTHWEST OF THE
 RJ0182'NORTHWEST CORNER OF THE LOOKOUT TOWER FOUNDATION.
 RJ0182'THE MARK IS 0.09 M ABOVE GROUND.
 RJ0182
 RJ0182                          STATION RECOVERY (2005)
 RJ0182
 RJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0182'MARK IS ON WEST OF 3 ANCHORS OF RADIO TOWER, AT NW OF 4 BOLTS IN NW
 RJ0182'QUADRANT OF 6' BY 6' FOUNDATION.  'ANTENNA USLS 1969' IS STAMPED INTO
 RJ0182'BASE PLATE OF BOLT.
 RJ0182
 RJ0182                          STATION RECOVERY (2018)
 RJ0182
 RJ0182'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (BD)
 RJ0182'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF BARBEAU, 3.0 MI (4.8
 RJ0182'KM) NORTH-NORTHWEST OF MUNUSCONG AND IN THE TOWN OF OAK RIDGE, MI.
 RJ0182'
 RJ0182'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 RJ0182'POST OFFICE IN BARBEAU PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7 KM
 RJ0182'(2.9 MI) TO ITS INTERSECTION WITH S SCENIC ROAD (RIVER RD).  TURN
 RJ0182'SOUTH (RIGHT) AND GO 0.75 MI.  THIS IS 0.05 MI (0.08 KM) SOUTH OF E
 RJ0182'NEEBISH FERRY ROAD, GO ENE (LEFT) ON DIM GRAVELLED ROAD THRU WOODS FOR
 RJ0182'0.1 MI (0.2 KM) TO ALMOST THE SHORELINE AND THE OLD LOOKOUT #4 COAST
 RJ0182'GUARD STATION AND TOWER, MARK IS THE HIGH POINT OF THE TOP OF AN
 RJ0182'ANCHOR BOLT AT THE SOUTHWEST CORNER OF A 6 BY 6 FT (1.8 M) CONCRETE
 RJ0182'FOUNDATION FOR THE SOUTHWEST ONE OF THREE TOWER LEGS.
 RJ0182'
 RJ0182'NOTE: THE LOOKOUT #4 STATION AND TOWER ARE ABOUT 60 M (196.9 FT)
 RJ0182'SOUTHEAST AND ACROSS AN INLET CHANNEL FROM THE FERRY LOADING RAMP TO
 RJ0182'NEEBISH ISLAND.
 RJ0182'
 RJ0182'IT IS 9.0 M (29.5 FT) WEST-SOUTHWEST OF THE MOST SOUTHERN CORNER OF
 RJ0182'THE OLD USCG LOOKOUT TOWER CONCRETE FOUNDATION FOR BUILDING NUMBER 4
 RJ0182'AND 7.9 M (25.9 FT) SOUTHWEST OF THE MOST WESTERN CORNER OF THE
 RJ0182'LOOKOUT TOWER FOUNDATION.
 RJ0182'
 RJ0182'NOTE: STAMPED IN THE TOWERS BASE PLATE FOOTING MOUNT IN 1969 IS
 RJ0182'"ANTENNA USLS 1969" AND IN THE TOP OF THE ANCHOR BOLT ITSELF IS
 RJ0182'STAMPED 6028 B 1987.
 RJ0182'
 RJ0182'NOTE-THIS MARK IS INSIDE OF A FENCED OFF AREA AROUND THE COAST GUARD
 RJ0182'TOWER AND REQUIRES ACCESS THROUGH A LOCKED GATE.  CONTACT THE OFFICER
 RJ0182'IN CHARGE FOR THE "AIDS TO NAVIGATION TEAM" AT THE U.S. COAST GUARD,
 RJ0182'SECTOR SAULT SAINTE MARIE, "VESSEL TRAFFIC SERVICE (VTS)" AT
 RJ0182'906-635-7290 FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0014 ***********************************************************************
 QM0014  CBN         -  This is a Cooperative Base Network Control Station.
 QM0014  PACS        -  This is a Primary Airport Control Station.
 QM0014  DESIGNATION -  AP 1966 STA B
 QM0014  PID         -  QM0014
 QM0014  STATE/COUNTY-  MI/DICKINSON
 QM0014  COUNTRY     -  US
 QM0014  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0014
 QM0014                         *CURRENT SURVEY CONTROL
 QM0014  ______________________________________________________________________
 QM0014* NAD 83(2011) POSITION- 45 48 35.57509(N) 088 06 56.71979(W)   ADJUSTED
 QM0014* NAD 83(2011) ELLIP HT-   310.115 (meters)        (06/27/12)   ADJUSTED
 QM0014* NAD 83(2011) EPOCH   -  2010.00
 QM0014* NAVD 88 ORTHO HEIGHT -   344.357 (meters)     1129.78  (feet) ADJUSTED
 QM0014  ______________________________________________________________________
 QM0014  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 QM0014  NAD 83(2011) X  -    146,439.599 (meters)                     COMP
 QM0014  NAD 83(2011) Y  - -4,451,304.485 (meters)                     COMP
 QM0014  NAD 83(2011) Z  -  4,550,765.525 (meters)                     COMP
 QM0014  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 QM0014  DYNAMIC HEIGHT  -        344.350 (meters)     1129.76  (feet) COMP
 QM0014  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 QM0014
 QM0014  VERT ORDER      -  SECOND    CLASS I
 QM0014
 QM0014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0014  Standards:
 QM0014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0014  -------------------------------------------------------------------
 QM0014  NETWORK    0.44   0.80           0.20   0.15   0.41     -0.04325206
 QM0014  -------------------------------------------------------------------
 QM0014  Click here for local accuracies and other accuracy information.
 QM0014
 QM0014.This mark is at Ford Airport (IMT)
 QM0014
 QM0014.The horizontal coordinates were established by GPS observations
 QM0014.and adjusted by the National Geodetic Survey in June 2012.
 QM0014
 QM0014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0014.been affixed to the stable North American tectonic plate. See 
 QM0014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0014
 QM0014.The horizontal coordinates are valid at the epoch date displayed above
 QM0014.which is a decimal equivalence of Year/Month/Day.
 QM0014
 QM0014.The orthometric height was determined by differential leveling and
 QM0014.adjusted by the NATIONAL GEODETIC SURVEY
 QM0014.in June 1991.
 QM0014
 QM0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0014.GEOID18 height accuracy estimate available here.
 QM0014
 QM0014.Click photographs - Photos may exist for this station.
 QM0014
 QM0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0014
 QM0014.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0014
 QM0014.The ellipsoidal height was determined by GPS observations
 QM0014.and is referenced to NAD 83.
 QM0014
 QM0014.The dynamic height is computed by dividing the NAVD 88
 QM0014.geopotential number by the normal gravity value computed on the
 QM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0014.degrees latitude (g = 980.6199 gals.).
 QM0014
 QM0014.The modeled gravity was interpolated from observed gravity values.
 QM0014
 QM0014. The following values were computed from the NAD 83(2011) position.
 QM0014
 QM0014;                    North         East     Units Scale Factor Converg.
 QM0014;SPC MI N     -   114,705.661 7,913,282.683   MT  0.99993705   -0 48 23.2
 QM0014;SPC MI N     -   376,330.91 25,962,213.53   iFT  0.99993705   -0 48 23.2
 QM0014;UTM  16      - 5,073,529.705   413,309.196   MT  0.99969239   -0 48 00.3
 QM0014
 QM0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0014!SPC MI N     -   0.99995139  x   0.99993705  =   0.99988844
 QM0014!UTM  16      -   0.99995139  x   0.99969239  =   0.99964379
 QM0014
 QM0014:                Primary Azimuth Mark                     Grid Az
 QM0014:SPC MI N     -  IMT D                                    338 29 49.8
 QM0014:UTM  16      -  IMT D                                    338 29 26.9
 QM0014
 QM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1330973529(NAD 83)
 QM0014
 QM0014|---------------------------------------------------------------------|
 QM0014| PID    Reference Object                     Distance      Geod. Az  |
 QM0014|                                                           dddmmss.s |
 QM0014| AA8108 IMT D                               APPROX. 0.5 KM 3374126.6 |
 QM0014|---------------------------------------------------------------------|
 QM0014
 QM0014                          SUPERSEDED SURVEY CONTROL
 QM0014
 QM0014  NAD 83(2007)-  45 48 35.57531(N)    088 06 56.72080(W) AD(2002.00) 0
 QM0014  ELLIP H (02/10/07)  310.127  (m)                       GP(2002.00)    
 QM0014  ELLIP H (06/11/02)  310.128  (m)                       GP(       ) 4 1
 QM0014  NAD 83(1994)-  45 48 35.57536(N)    088 06 56.72017(W) AD(       ) B
 QM0014  ELLIP H (09/20/95)  310.098  (m)                       GP(       ) 1 2
 QM0014  NAD 83(1991)-  45 48 35.57556(N)    088 06 56.71704(W) AD(       ) 1
 QM0014  NAVD 88             344.36   (m)         1129.8    (f) LEVELING    3  
 QM0014  NAVD 88 (09/20/95)  344.21   (m)  UNKNOWN  model used  GPS OBS        
 QM0014  NAVD 88             344.36   (m)         1129.8    (f) LEVELING    3  
 QM0014  NGVD 29 (??/??/92)  344.370  (m)         1129.82   (f) ADJ UNCH    2 0
 QM0014
 QM0014.Superseded values are not recommended for survey control.
 QM0014
 QM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0014.See file dsdata.pdf to determine how the superseded data were derived.
 QM0014
 QM0014_MARKER: DT = TOPOGRAPHIC STATION DISK
 QM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0014_STAMPING: AP 1966 STA B
 QM0014_MARK LOGO: CGS
 QM0014_PROJECTION: RECESSED 3 CENTIMETERS
 QM0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0014+STABILITY: SURFACE MOTION
 QM0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0014+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2014
 QM0014
 QM0014  HISTORY     - Date     Condition        Report By
 QM0014  HISTORY     - 1966     MONUMENTED       CGS
 QM0014  HISTORY     - 1966     GOOD             CGS
 QM0014  HISTORY     - 1971     GOOD             NGS
 QM0014  HISTORY     - 19910824 GOOD             NGS
 QM0014  HISTORY     - 19920414 SEE DESCRIPTION  MIDT
 QM0014  HISTORY     - 19930909 GOOD             LOCENG
 QM0014  HISTORY     - 19940628 GOOD             NGS
 QM0014  HISTORY     - 20010717 GOOD             MIDT
 QM0014  HISTORY     - 20140913 GOOD             WOOLPT
 QM0014
 QM0014                          STATION DESCRIPTION
 QM0014
 QM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QM0014'IN KINGSFORD.
 QM0014'THE MARK IS LOCATED ON THE SOUTH SIDE OF FORD AIRPORT NEAR THE
 QM0014'SOUTH END OF THE NORTH-SOUTH RUNWAY, 419.2 FEET NORTHWEST OF
 QM0014'THE SOUTH CENTERLINE AND END OF THE NORTH-SOUTH RUNWAY, 406.3
 QM0014'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE NORTH-SOUTH
 QM0014'RUNWAY, AND 125.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 QM0014'RUNWAY.  BENCH IS A 8 INCH SQUARE CONCRETE POST SET FLUSH
 QM0014'WITH THE GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1971)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QM0014'RECOVERED IN GOOD CONDITION.
 QM0014
 QM0014                          STATION RECOVERY (1991)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QM0014'STATION IS LOCATED NEAR THE SOUTH END OF RWY 1-19.  STATION IS 250.0
 QM0014'FT (76.2 M) S OF S EDGE OF TAXIWAY, 75.3 FT (23.0 M) W OF W EDGE OF
 QM0014'OLD RWY, 419.2 FT (127.8 M) N OF OLD CL END OF RWY.  TOPO DISK IN TOP
 QM0014'OF CONCRETE POST FLUSH WITH GROUND, STAMPED AP 1966 STA B.
 QM0014
 QM0014                          STATION RECOVERY (1992)
 QM0014
 QM0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QM0014'STATION IS LOCATED IN QUAD. 450881, ON THE GROUNDS OF THE FORD
 QM0014'AIRPORT, THE COUNTY AIRPORT IN DICKINSON COUNTY. IT IS IN SECTION 34,
 QM0014'T-40-N, R-31-W, ABOUT 2-1/2 MILES SOUTHWEST OF IRON MOUNTAIN, ABOUT
 QM0014'1-1/2 MILES WEST OF KINGSFORD,  AND ON THE IRON MOUNTAIN MICH-WIS.
 QM0014'QUADRANGLE MAP.
 QM0014'
 QM0014'TO REACH FROM THE MAIN TERMINAL AT THE FORD AIRPORT GO SOUTH OUT OF
 QM0014'EAST SIDE OF PARKING LOT BEARING TO THE LEFT (EAST) AND THROUGH GATE
 QM0014'BEARING SOUTH ACROSS PAVEMENT AND PLANE PARKING TO N-S TAXIWAY. FOLLOW
 QM0014'TAXIWAY SOUTH TO CURVE EAST, AT END OF CURVE DRIVE OFF PAVEMENT
 QM0014'SOUTHEASTERLY ACROSS GRASS APPROXIMATELY 350 FEET (106.7 M) TO STATION
 QM0014'AS DESCRIBED.
 QM0014'
 QM0014'STATION IS 75 FT (22.9 M) WEST OF THE WEST EDGE OF NORTH-SOUTH RUNWAY
 QM0014'EXTENTION, 250 FT (76.2 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, AND
 QM0014'1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE  THE NORTH 2
 QM0014'INCHES OF CONCRETE HAS BROKE AWAY FROM MONUMENT AS THOUGH SOMETHING
 QM0014'QUITE HEAVY MAY HAVE ROLLED OVER THE EDGE AT SOME POINT IN TIME.
 QM0014'MONUMENT IS STILL STABLE IN THE GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1993)
 QM0014
 QM0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLP)
 QM0014'STATION IS LOCATED AT THE FORD AIRPORT, CITY OF KINGSFORD, DISKINSON
 QM0014'COUNTY, MICHIGAN QUAD. 450881.  NOTE--ACCESS TO AIRPORT SHOULD BE
 QM0014'CLEARED WITH MR. WILLIAM MARCHETTI, AIRPORT MANAGER AT (906)744-2573.
 QM0014'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-95 (CARPENTER
 QM0014'AVENUE) AND WOODWARD AVENUE IN THE CITY OF KINGSFORD, PROCEED WEST ON
 QM0014'WOODWARD AVENUE FOR 3 MILES (4.8 KM) TO THE FORD AIRPORT. STATION IS
 QM0014'LOCATED ON THE SOUTH SIDE OF FORD AIRPORT NEAR THE SOUTH END OF THE
 QM0014'NORTH-SOUTH RUNWAY, 419.2 FEET (127.8 M) NORTHWEST OF THE SOUTH
 QM0014'CENTERLINE AND END OF THE NORTH-SOUTH RUNWAY, 406.3 FEET (123.8 M)
 QM0014'NORTHWEST OF THE SOUTHWEST CORNER OF THE NORTH-SOUTH RUNWAY, AND 125.0
 QM0014'FEET (38.1 M) WEST OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY,   A
 QM0014'8-INCH CONCRETE POST SET FLUSH WITH GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1994)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QM0014'NOTE--ESCORT MAY BE REQUIRED TO REACH STATION.  THE STATION IS LOCATED
 QM0014'ABOUT 3 KM (1.85 MI) WEST OF IRON MOUNTAIN, AT THE IRON
 QM0014'MOUNTAIN-KINGSFORD/FORD AIRPORT, NEAR THE SOUTH END OF RUNWAY 1, IN
 QM0014'SOUTH CENTRAL SECTION 34, T 39 N, R 19 E.  OWNERSHIP--DICKINSON
 QM0014'COUNTY, COUNTY COURTHOUSE, PO BOX 609, IRON MOUNTAIN MI 49801. AIRPORT
 QM0014'MANAGER IS WILLIAM MARCHETTI (AT COURTHOUSE) , PHONE 906-774-9617.  TO
 QM0014'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QM0014'HIGHWAY 95 IN DOWNTOWN IRON MOUNTAIN, GO WEST ON HIGHWAY 95 (EAST
 QM0014'LUDINGTON STREET) FOR 0.20 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT,
 QM0014'SOUTH, ON HIGHWAY 95 (CARPENTER AVENUE) FOR 1.39 KM (0.85 MI) TO A
 QM0014'CROSS STREET.  TURN RIGHT, WEST, ON WOODWARD AVENUE FOR 4.45 KM (2.75
 QM0014'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, EAST, ON
 QM0014'ROAD FOR 0.05 MI (0.08 KM) TO A SECURITY GATE ON THE NORTHEAST SIDE OF
 QM0014'SUPERIOR AVIATION, INC.  HANGAR.  PASS THROUGH GATE AND CROSS RAMP TO
 QM0014'ECHO TAXI.  TURN RIGHT AND GO SOUTH, THEN EAST FOR 0.2 MI (0.3 KM) ON
 QM0014'ECHO TAXI TO THE SOUTH END OF RUNWAY 1-19. TURN RIGHT AND GO SOUTH ON
 QM0014'THE CLOSED PORTION OF RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON
 QM0014'RIGHT.  THE STATION IS RECESSED 3 CM BELOW GROUND.  IT IS 123.6 M
 QM0014'(405.5 FT) NORTH OF THE SOUTHWEST CORNER OF THE CLOSED PORTION OF
 QM0014'RUNWAY 1, 22.9 M (75.1 FT) WEST OF THE WEST EDGE OF THE CLOSED PORTION
 QM0014'OF RUNWAY, 76.3 M (250.3 FT) SOUTH OF THE SOUTH EDGE OF TAXI, 58.5 M
 QM0014'(191.9 FT) NORTH-NORTHWEST OF THE WEST ONE OF FIVE RUNWAY APPROACH
 QM0014'LIGHTS, 39.7 M (130.2 FT) WEST-SOUTHWEST OF THE WEST ONE OF FIVE
 QM0014'RUNWAY APPROACH LIGHTS AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 QM0014'WITNESS POST.
 QM0014
 QM0014                          STATION RECOVERY (2001)
 QM0014
 QM0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QM0014'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 QM0014'BY NGS.
 QM0014
 QM0014                          STATION RECOVERY (2014)
 QM0014
 QM0014'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DJH)
 QM0014'AIRPORT MANAGER IS NOW TIM HOWEN, PHONE 906-201-1866.
 QM0014'
 QM0014'THE STATION IS 283.0 FT (86.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 QM0014'TAXIWAY EAST, 243.7 FT (74.3 M) WEST-SOUTHWEST OF WESTERNMOST RUNWAY
 QM0014'END LIGHT, 134.8 FT (41.1 M) WEST-SOUTHWEST OF CENTER OF LAST APPROACH
 QM0014'LIGHT ARRAY AND 124.5 FT (37.9 M) WEST OF THE CENTERLINE OF RUNWAY 01
 QM0014'BLAST PAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0182 ***********************************************************************
 QL0182  DESIGNATION -  AP STA A
 QL0182  PID         -  QL0182
 QL0182  STATE/COUNTY-  MI/DELTA
 QL0182  COUNTRY     -  US
 QL0182  USGS QUAD   -  ESCANABA (2017)
 QL0182
 QL0182                         *CURRENT SURVEY CONTROL
 QL0182  ______________________________________________________________________
 QL0182* NAD 83(1986) POSITION- 45 43 12.47   (N) 087 05 10.01   (W)   HD_HELD1
 QL0182* NAVD 88 ORTHO HEIGHT -   180.410 (meters)      591.90  (feet) ADJUSTED
 QL0182  ______________________________________________________________________
 QL0182  GEOID HEIGHT    -        -35.877 (meters)                     GEOID18
 QL0182  DYNAMIC HEIGHT  -        180.409 (meters)      591.89  (feet) COMP
 QL0182  MODELED GRAVITY -    980,606.8   (mgal)                       NAVD 88
 QL0182
 QL0182  VERT ORDER      -  FIRST     CLASS 0
 QL0182
 QL0182.This mark is at Delta County Airport (ESC)
 QL0182
 QL0182.The horizontal coordinates were determined by differentially corrected
 QL0182.hand held GPS observations or other comparable positioning techniques
 QL0182.and have an estimated accuracy of +/- 3 meters.
 QL0182
 QL0182.The orthometric height was determined by differential leveling and
 QL0182.adjusted by the NATIONAL GEODETIC SURVEY
 QL0182.in June 1991.
 QL0182
 QL0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0182.GEOID18 height accuracy estimate available here.
 QL0182
 QL0182.Click photographs - Photos may exist for this station.
 QL0182
 QL0182.The dynamic height is computed by dividing the NAVD 88
 QL0182.geopotential number by the normal gravity value computed on the
 QL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0182.degrees latitude (g = 980.6199 gals.).
 QL0182
 QL0182.The modeled gravity was interpolated from observed gravity values.
 QL0182
 QL0182;                    North         East    Units  Estimated Accuracy
 QL0182;SPC MI N     -   104,124.0   7,993,296.1     MT  (+/- 3 meters HH1 GPS) 
 QL0182
 QL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9329862956(NAD 83)
 QL0182
 QL0182                          SUPERSEDED SURVEY CONTROL
 QL0182
 QL0182.No superseded survey control is available for this station.
 QL0182
 QL0182_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0182_STAMPING: AP 1966 STA A
 QL0182_MARK LOGO: CGS
 QL0182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0182+STABILITY: SURFACE MOTION
 QL0182
 QL0182  HISTORY     - Date     Condition        Report By
 QL0182  HISTORY     - 1966     MONUMENTED       CGS
 QL0182  HISTORY     - 1972     GOOD             NGS
 QL0182  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0182  HISTORY     - 19900820 GOOD             NGS
 QL0182
 QL0182                          STATION DESCRIPTION
 QL0182
 QL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0182'AT ESCANABA.
 QL0182'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 206 YARDS
 QL0182'NORTH OF THE SOUTHEAST CORNER OF A NORTH-SOUTH RUNWAY, (RUNWAY
 QL0182'NO. 18-36), 151 FEET SOUTH OF THE EXTENDED CENTER LINE OF AN
 QL0182'EAST-WEST RUNWAY (RUNWAY NO. 9-27), 101 FEET EAST OF THE EAST
 QL0182'EDGE OF THE NORTH-SOUTH RUNWAY, 50 1/2 FEET SOUTHWEST OF THE
 QL0182'SOUTH ONE OF TWO RED 1 1/2-FOOT-BY 1-BY-6-FOOT BOX AND LIGHT,
 QL0182'ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 QL0182'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 1,
 QL0182'T 38 N, R 23 W.
 QL0182
 QL0182                          STATION RECOVERY (1981)
 QL0182
 QL0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0182'MARK NOT FOUND.
 QL0182
 QL0182                          STATION RECOVERY (1990)
 QL0182
 QL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0182'THE STATION IS LOCATED ON THE EAST SIDE OF THE DELTA COUNTY AIRPORT,
 QL0182'652.0 FT (198.7 M) NORTHEAST OF THE CENTERLINE END RUNWAY 36, 181.30
 QL0182'FT (55.26 M) SOUTHEAST OF THE CENTERLINE END RUNWAY 27, 150.0 FT (45.7
 QL0182'M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 150.5 FT (45.9 M) SOUTH OF
 QL0182'THE CENTERLINE EXTENDED RUNWAY 9-27 AND 4.5 FT (1.4 M) WEST OF THE
 QL0182'SOUTHERLY REIL LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC STATION
 QL0182'STAMPED AP 1966 STA A SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT
 QL0182'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0296 ***********************************************************************
 QL0296  DESIGNATION -  AP STA A
 QL0296  PID         -  QL0296
 QL0296  STATE/COUNTY-  MI/MENOMINEE
 QL0296  COUNTRY     -  US
 QL0296  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 QL0296
 QL0296                         *CURRENT SURVEY CONTROL
 QL0296  ______________________________________________________________________
 QL0296* NAD 83(1986) POSITION- 45 07 30.81   (N) 087 37 56.48   (W)   HD_HELD1
 QL0296* NAVD 88 ORTHO HEIGHT -   184.401 (meters)      604.99  (feet) ADJUSTED
 QL0296  ______________________________________________________________________
 QL0296  GEOID HEIGHT    -        -36.959 (meters)                     GEOID18
 QL0296  DYNAMIC HEIGHT  -        184.383 (meters)      604.93  (feet) COMP
 QL0296  MODELED GRAVITY -    980,516.6   (mgal)                       NAVD 88
 QL0296
 QL0296  VERT ORDER      -  SECOND    CLASS I
 QL0296
 QL0296.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0296
 QL0296.The horizontal coordinates were determined by differentially corrected
 QL0296.hand held GPS observations or other comparable positioning techniques
 QL0296.and have an estimated accuracy of +/- 3 meters.
 QL0296
 QL0296.The orthometric height was determined by differential leveling and
 QL0296.adjusted by the NATIONAL GEODETIC SURVEY
 QL0296.in February 2017.
 QL0296
 QL0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0296.GEOID18 height accuracy estimate available here.
 QL0296
 QL0296.Click photographs - Photos may exist for this station.
 QL0296
 QL0296.The dynamic height is computed by dividing the NAVD 88
 QL0296.geopotential number by the normal gravity value computed on the
 QL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0296.degrees latitude (g = 980.6199 gals.).
 QL0296
 QL0296.The modeled gravity was interpolated from observed gravity values.
 QL0296
 QL0296;                    North         East    Units  Estimated Accuracy
 QL0296;SPC MI N     -    38,199.7   7,950,244.8     MT  (+/- 3 meters HH1 GPS) 
 QL0296
 QL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5026997055(NAD 83)
 QL0296
 QL0296                          SUPERSEDED SURVEY CONTROL
 QL0296
 QL0296  NAVD 88 (06/15/91)  184.384  (m)          604.93   (f) SUPERSEDED  1 0
 QL0296
 QL0296.Superseded values are not recommended for survey control.
 QL0296
 QL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0296.See file dsdata.pdf to determine how the superseded data were derived.
 QL0296
 QL0296_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0296_STAMPING: AP 1966 STA A
 QL0296_MARK LOGO: CGS
 QL0296_PROJECTION: FLUSH
 QL0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0296+STABILITY: SURFACE MOTION
 QL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0296+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 QL0296
 QL0296  HISTORY     - Date     Condition        Report By
 QL0296  HISTORY     - 1966     MONUMENTED       CGS
 QL0296  HISTORY     - 1972     GOOD             NGS
 QL0296  HISTORY     - 1990     GOOD             USPSQD
 QL0296  HISTORY     - 19900811 GOOD             NGS
 QL0296  HISTORY     - 20010331 GOOD             NGS
 QL0296  HISTORY     - 20040425 GOOD             JCLS
 QL0296  HISTORY     - 20040426 GOOD             JCLS
 QL0296  HISTORY     - 20150827 GOOD             WIDT
 QL0296
 QL0296                          STATION DESCRIPTION
 QL0296
 QL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0296'AT MENOMINEE AIRPORT.
 QL0296'AT THE MENOMINEE AIRPORT, 0.1 MILE WEST ALONG A TAXI STRIP FROM
 QL0296'THE NEW ADMINISTRATION BUILDING, 156 FEET SOUTHEAST OF THE
 QL0296'NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY (RUNWAY 18-36),
 QL0296'245 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 QL0296'NORTH-SOUTH AND THE EAST-WEST RUNWAY, 123 1/2 FEET EAST OF THE
 QL0296'CENTER LINE OF THE NORTH-SOUTH RUNWAY, 1 FOOT BELOW THE LEVEL
 QL0296'OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0296'1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 34, T 32 N, R 27 W.
 QL0296
 QL0296                          STATION RECOVERY (1990)
 QL0296
 QL0296'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0296'RECOVERED IN GOOD CONDITION.
 QL0296
 QL0296                          STATION RECOVERY (1990)
 QL0296
 QL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0296'THIS STATION IS LOCATED AT THE MENOMINEE-MARINETTE TWIN COUNTY AIRPORT
 QL0296'NEAR THE TERMINAL BUILDING.  IT IS 212.1 FT (64.6 M) NORTH OF THE
 QL0296'EAST-WEST TAXIWAY THAT LEADS FROM THE TERMINAL RAMP TO THE REST OF THE
 QL0296'FIELD, 122.8 FT (37.4 M) EAST OF THE NORTH-SOUTH TAXIWAY THAT LEADS TO
 QL0296'RUNWAY END 21, AND 12 FT (3.7 M) NORTH OF THE NORTH EDGE EXTENDED OF
 QL0296'THE TERMINAL RAMP.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN
 QL0296'THE TOP OF A 8 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 QL0296'IS STAMPED AP 1966 STA A.
 QL0296
 QL0296                          STATION RECOVERY (2001)
 QL0296
 QL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0296
 QL0296                          STATION RECOVERY (2004)
 QL0296
 QL0296'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 QL0296'RECOVERED IN GOOD CONDITION.
 QL0296
 QL0296                          STATION RECOVERY (2004)
 QL0296
 QL0296'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 QL0296'RECOVERED IN GOOD CONDITION.
 QL0296
 QL0296                          STATION RECOVERY (2015)
 QL0296
 QL0296'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0038 ***********************************************************************
 QJ0038  DESIGNATION -  AP STA A
 QJ0038  PID         -  QJ0038
 QJ0038  STATE/COUNTY-  MI/ALPENA
 QJ0038  COUNTRY     -  US
 QJ0038  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0038
 QJ0038                         *CURRENT SURVEY CONTROL
 QJ0038  ______________________________________________________________________
 QJ0038* NAD 83(2011) POSITION- 45 03 53.79260(N) 083 33 38.48980(W)   ADJUSTED
 QJ0038* NAD 83(2011) ELLIP HT-   170.777 (meters)        (06/27/12)   ADJUSTED
 QJ0038* NAD 83(2011) EPOCH   -  2010.00
 QJ0038* NAVD 88 ORTHO HEIGHT -   207.188 (meters)      679.75  (feet) ADJUSTED
 QJ0038  ______________________________________________________________________
 QJ0038  GEOID HEIGHT    -        -36.431 (meters)                     GEOID18
 QJ0038  NAD 83(2011) X  -    506,091.800 (meters)                     COMP
 QJ0038  NAD 83(2011) Y  - -4,484,136.199 (meters)                     COMP
 QJ0038  NAD 83(2011) Z  -  4,492,569.744 (meters)                     COMP
 QJ0038  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 QJ0038  DYNAMIC HEIGHT  -        207.172 (meters)      679.70  (feet) COMP
 QJ0038  MODELED GRAVITY -    980,537.1   (mgal)                       NAVD 88
 QJ0038
 QJ0038  VERT ORDER      -  SECOND    CLASS 0
 QJ0038
 QJ0038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0038  Standards:
 QJ0038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0038  -------------------------------------------------------------------
 QJ0038  NETWORK    3.59   3.41           0.88   1.74   1.74      0.35411437
 QJ0038  -------------------------------------------------------------------
 QJ0038  Click here for local accuracies and other accuracy information.
 QJ0038
 QJ0038.This mark is at Alpena Airport (APN)
 QJ0038
 QJ0038.The horizontal coordinates were established by GPS observations
 QJ0038.and adjusted by the National Geodetic Survey in June 2012.
 QJ0038
 QJ0038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0038.been affixed to the stable North American tectonic plate. See 
 QJ0038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0038
 QJ0038.The horizontal coordinates are valid at the epoch date displayed above
 QJ0038.which is a decimal equivalence of Year/Month/Day.
 QJ0038
 QJ0038.The orthometric height was determined by differential leveling and
 QJ0038.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0038.in June 1991.
 QJ0038
 QJ0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0038.GEOID18 height accuracy estimate available here.
 QJ0038
 QJ0038.Click photographs - Photos may exist for this station.
 QJ0038
 QJ0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0038
 QJ0038.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0038
 QJ0038.The ellipsoidal height was determined by GPS observations
 QJ0038.and is referenced to NAD 83.
 QJ0038
 QJ0038.The dynamic height is computed by dividing the NAVD 88
 QJ0038.geopotential number by the normal gravity value computed on the
 QJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0038.degrees latitude (g = 980.6199 gals.).
 QJ0038
 QJ0038.The modeled gravity was interpolated from observed gravity values.
 QJ0038
 QJ0038. The following values were computed from the NAD 83(2011) position.
 QJ0038
 QJ0038;                    North         East     Units Scale Factor Converg.
 QJ0038;SPC MI C     -   194,583.792 6,063,470.310   MT  0.99991495   +0 34 09.6
 QJ0038;SPC MI C     -   638,398.27 19,893,275.30   iFT  0.99991495   +0 34 09.6
 QJ0038;UTM  17      - 4,993,354.809   298,406.510   MT  1.00009974   -1 48 48.0
 QJ0038
 QJ0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0038!SPC MI C     -   0.99997323  x   0.99991495  =   0.99988818
 QJ0038!UTM  17      -   0.99997323  x   1.00009974  =   1.00007296
 QJ0038
 QJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9840693354(NAD 83)
 QJ0038
 QJ0038                          SUPERSEDED SURVEY CONTROL
 QJ0038
 QJ0038  NAD 83(2007)-  45 03 53.79317(N)    083 33 38.49051(W) AD(2002.00) 0
 QJ0038  ELLIP H (02/10/07)  170.835  (m)                       GP(2002.00)    
 QJ0038  ELLIP H (07/12/02)  170.835  (m)                       GP(       ) 4 1
 QJ0038  NAD 83(1994)-  45 03 53.79308(N)    083 33 38.49081(W) AD(       ) 1
 QJ0038  ELLIP H (02/03/97)  170.814  (m)                       GP(       ) 4 1
 QJ0038  NAD 83(1986)-  45 03 53.78466(N)    083 33 38.49289(W) AD(       ) 1
 QJ0038  NAVD 88             207.19   (m)          679.8    (f) LEVELING    3  
 QJ0038  NGVD 29 (??/??/92)  207.330  (m)          680.22   (f) ADJ UNCH    2 0
 QJ0038
 QJ0038.Superseded values are not recommended for survey control.
 QJ0038
 QJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0038.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0038
 QJ0038_MARKER: DT = TOPOGRAPHIC STATION DISK
 QJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0038_STAMPING: AP 1966 STA A
 QJ0038_MARK LOGO: CGS
 QJ0038_PROJECTION: RECESSED 30 CENTIMETERS
 QJ0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0038+STABILITY: SURFACE MOTION
 QJ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0038+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 QJ0038
 QJ0038  HISTORY     - Date     Condition        Report By
 QJ0038  HISTORY     - 1966     MONUMENTED       CGS
 QJ0038  HISTORY     - 1984     GOOD             DMA
 QJ0038  HISTORY     - 19900818 GOOD             NGS
 QJ0038  HISTORY     - 19920502 GOOD             MIDT
 QJ0038  HISTORY     - 19990805 GOOD             USPSQD
 QJ0038  HISTORY     - 20120719 GOOD             WOOLPT
 QJ0038  HISTORY     - 20160609 GOOD             MIDT
 QJ0038
 QJ0038                          STATION DESCRIPTION
 QJ0038
 QJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0038'6.5 MI W FROM ALPENA.
 QJ0038'THE STATION IS LOCATED AT PHELPS COLLINS AIRPORT 175.0 FT EAST
 QJ0038'OF THE INTERSECTION OF THE CENTERLINE OF RUNWAY END 36 AND THE
 QJ0038'END OF THE OVERRUN.  IT IS A STANDARD TOPOGRAPHIC DISK SET IN
 QJ0038'THE TOP OF A CONCRETE POST AND IS STAMPED AP 1966 STA A.
 QJ0038
 QJ0038                          STATION RECOVERY (1984)
 QJ0038
 QJ0038'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 QJ0038'RECOVERED IN GOOD CONDITION.
 QJ0038
 QJ0038                          STATION RECOVERY (1990)
 QJ0038
 QJ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0038'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT NEAR RWY
 QJ0038'END 1.  IT IS 175.0 FT (53.3 M) EAST OF THE CENTERLINE END OF RWY 1
 QJ0038'(ON RANGE WIT THE END) AND 51.6 FT (15.7 M) NORTHEAST OF THE
 QJ0038'OBSTRUCTION LIGHT AT THE ARRESTOR CABLE HOUSING.  THE STATION IS A
 QJ0038'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST 0.5 FT
 QJ0038'(15.2 CM) BELOW THE GROUND SURFACE.
 QJ0038
 QJ0038                          STATION RECOVERY (1992)
 QJ0038
 QJ0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0038'STATION IS LOCATED IN QUAD 450833 AND ON THE LAKE WINYAH QUADRANGLE
 QJ0038'MAP. IT IS IIN THE SOUTHEAST 1/4 OF SECTION 22, T-31-N, R-7-E, MAPLE
 QJ0038'RIDGE TOWNSHIP, ABOUT 15 MILES (24.1 KM) SOUTHEAST OF POSEN, ABOUT 6.5
 QJ0038'MILES (10.5 KM) EAST OF ALPENA, AND ABOUT 6.5 MILES (10.5 KM)
 QJ0038'NORTHEAST OF HERRON, LOCATED ON THE PHELPS-COLLINS (ALPENA COUNTY
 QJ0038'REGIONAL) AIRPORT. CONTACT COMBAT READINESS TRAINING CENTER/OTM
 QJ0038'PHELPS-COLLINS, MIKE PREUSS AIRFIELD MANAGER AIR NATIONAL GUARD,
 QJ0038'ALPENA, MICHIGAN, 49707, PHONE 517-354-6509. TO REACH THE STATION FROM
 QJ0038'THE INTERSECTION OF STATE HIGHWAY M-32 AND AIRPORT ROAD, 6.8 MILES
 QJ0038'(10.9 KM) WEST OF ALPENA, GO NORTH ON AIRPORT ROAD FOR 0.5 MILES (0.8
 QJ0038'KM) TO GUARD ENTRANCE POST AND ESCORT TO STATION. STATION IS RECESSED
 QJ0038'1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT IS 175.0 FT (53.3 M) EAST OF
 QJ0038'SOUTH END OF THE CENTER OF THE NORTH/SOUTH RUNWAY, 100.0 FT (30.5 M)
 QJ0038'EAST OF EAST EDGE OF NORTH/SOUTH RUNWAY, AND 48.5 FT (14.8 M)
 QJ0038'NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE CABLE BUNKER.
 QJ0038
 QJ0038                          STATION RECOVERY (1999)
 QJ0038
 QJ0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0038'RECOVERED IN GOOD CONDITION.
 QJ0038
 QJ0038                          STATION RECOVERY (2012)
 QJ0038
 QJ0038'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0038'RECOVERED IN GOOD CONDITION.
 QJ0038
 QJ0038                          STATION RECOVERY (2016)
 QJ0038
 QJ0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QJ0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3878 ***********************************************************************
 AA3878  SACS        -  This is a Secondary Airport Control Station.
 AA3878  DESIGNATION -  AP STA A2 BEH
 AA3878  PID         -  AA3878
 AA3878  STATE/COUNTY-  MI/BERRIEN
 AA3878  COUNTRY     -  US
 AA3878  USGS QUAD   -  BENTON HEIGHTS (2017)
 AA3878
 AA3878                         *CURRENT SURVEY CONTROL
 AA3878  ______________________________________________________________________
 AA3878* NAD 83(2011) POSITION- 42 07 38.47442(N) 086 25 07.12737(W)   ADJUSTED
 AA3878* NAD 83(2011) ELLIP HT-   160.965 (meters)        (06/27/12)   ADJUSTED
 AA3878* NAD 83(2011) EPOCH   -  2010.00
 AA3878* NAVD 88 ORTHO HEIGHT -   194.68  (meters)      638.7   (feet) GPS OBS
 AA3878  ______________________________________________________________________
 AA3878  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA3878  GEOID HEIGHT    -        -33.734 (meters)                     GEOID99
 AA3878  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 AA3878  NAD 83(2011) X  -    295,940.154 (meters)                     COMP
 AA3878  NAD 83(2011) Y  - -4,728,389.205 (meters)                     COMP
 AA3878  NAD 83(2011) Z  -  4,256,213.647 (meters)                     COMP
 AA3878  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 AA3878
 AA3878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3878  Standards:
 AA3878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3878  -------------------------------------------------------------------
 AA3878  NETWORK    1.58   4.14           0.73   0.53   2.11     -0.03839849
 AA3878  -------------------------------------------------------------------
 AA3878  Click here for local accuracies and other accuracy information.
 AA3878
 AA3878.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AA3878
 AA3878.The horizontal coordinates were established by GPS observations
 AA3878.and adjusted by the National Geodetic Survey in June 2012.
 AA3878
 AA3878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3878.been affixed to the stable North American tectonic plate. See 
 AA3878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3878
 AA3878.The horizontal coordinates are valid at the epoch date displayed above
 AA3878.which is a decimal equivalence of Year/Month/Day.
 AA3878
 AA3878.The orthometric height was determined by GPS observations and a
 AA3878.high-resolution geoid model.
 AA3878
 AA3878.GPS derived orthometric heights for airport stations designated as
 AA3878.PACS or SACS are published to 2 decimal places.  This maintains
 AA3878.centimeter relative accuracy between the PACS and SACS.  It does
 AA3878.not indicate centimeter accuracy relative to other marks which are
 AA3878.part of the published vertical control network.
 AA3878
 AA3878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3878.GEOID18 height accuracy estimate available here.
 AA3878
 AA3878.Click photographs - Photos may exist for this station.
 AA3878
 AA3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3878
 AA3878.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3878
 AA3878.The ellipsoidal height was determined by GPS observations
 AA3878.and is referenced to NAD 83.
 AA3878
 AA3878. The following values were computed from the NAD 83(2011) position.
 AA3878
 AA3878;                    North         East     Units Scale Factor Converg.
 AA3878;SPC MI S     -    71,753.417 3,830,349.195   MT  0.99999364   -1 23 47.2
 AA3878;SPC MI S     -   235,411.47 12,566,762.45   iFT  0.99999364   -1 23 47.2
 AA3878;UTM  16      - 4,664,079.872   548,050.278   MT  0.99962841   +0 23 23.9
 AA3878
 AA3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3878!SPC MI S     -   0.99997475  x   0.99999364  =   0.99996840
 AA3878!UTM  16      -   0.99997475  x   0.99962841  =   0.99960317
 AA3878
 AA3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4805064079(NAD 83)
 AA3878
 AA3878                          SUPERSEDED SURVEY CONTROL
 AA3878
 AA3878  NAD 83(2007)-  42 07 38.47534(N)    086 25 07.12735(W) AD(2002.00) 0
 AA3878  ELLIP H (02/10/07)  160.966  (m)                       GP(2002.00)    
 AA3878  ELLIP H (07/31/02)  160.996  (m)                       GP(       ) 4 1
 AA3878  ELLIP H (07/17/02)  160.977  (m)                       GP(       ) 4 1
 AA3878  NAD 83(1994)-  42 07 38.47430(N)    086 25 07.12853(W) AD(       ) 1
 AA3878  ELLIP H (08/28/00)  161.009  (m)                       GP(       ) 4 1
 AA3878  NAD 83(1994)-  42 07 38.47447(N)    086 25 07.12678(W) AD(       ) 1
 AA3878  ELLIP H (02/03/97)  160.999  (m)                       GP(       ) 4 1
 AA3878  NAD 83(1991)-  42 07 38.47610(N)    086 25 07.13671(W) AD(       ) 1
 AA3878  NAVD 88 (12/16/94)  194.75   (m)  GEOID93  model used  GPS OBS        
 AA3878
 AA3878.Superseded values are not recommended for survey control.
 AA3878
 AA3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3878.See file dsdata.pdf to determine how the superseded data were derived.
 AA3878
 AA3878_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3878_STAMPING: AP 1969 STA A2 BEH
 AA3878_MARK LOGO: CGS
 AA3878_PROJECTION: FLUSH
 AA3878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3878+STABILITY: SURFACE MOTION
 AA3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3878+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AA3878
 AA3878  HISTORY     - Date     Condition        Report By
 AA3878  HISTORY     - 1969     MONUMENTED       CGS
 AA3878  HISTORY     - 19900515 GOOD             NGS
 AA3878  HISTORY     - 19911107 GOOD             MIDT
 AA3878  HISTORY     - 20000728 GOOD             NGS
 AA3878
 AA3878                          STATION DESCRIPTION
 AA3878
 AA3878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (HSK)
 AA3878'THE STATION IS LOCATED ON ROSS FIELD AT THE EAST END OF RUNWAY 9-27,
 AA3878'200.8 FT (61.2 M) EAST OF THE EAST EDGE OF TAXIWAY, 123.5 FT (37.6 M)
 AA3878'SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, 99.5 FT (30.3 M) WEST OF THE
 AA3878'WEST EDGE OF TAXIWAY AND ON RANGE WITH THE FIRST SET OF RUNWAY LIGHTS
 AA3878'WEST OF RUNWAY END 27.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA3878'STAMPED AP 1969 STA A2 BEH SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AA3878'WITH THE GROUND.
 AA3878
 AA3878                          STATION RECOVERY (1991)
 AA3878
 AA3878'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3878'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 AA3878'SECTION 17, T-4-S, R-18-W, BENTON TOWNSHIP AND ON THE BENTON HEIGHTS
 AA3878'QUADRANGLE MAP.  IT IS IN BENTON HARBOR, ON THE PROPERTY OF TWIN
 AA3878'CITIES AIRPORT, MANAGER JOHN R.CHADDOCK AT 1123 TERRITORIAL ROAD, ROSS
 AA3878'FIELD, BENTON HARBOR, MICH, 49022.  PHONE (616) 927-3194. TO REACH THE
 AA3878'STATION FROM THE INTERSTATE HIGHWAY I-94 AND INTERSTATE HIGHWAY
 AA3878'BUSINESS LOOP I-94 INTO BENTON HARBOR, EXIT 33 ABOUT 3-1/2 MILES EAST
 AA3878'FROM BENTON HARBOR, GO WEST ON BUSINESS LOOP I-94 FOR 1.2 MI (1.9 KM)
 AA3878'TO CRYSTAL ROAD EXIT, FOLLOW EXIT RAMP WESTERLY 0.1 MI (0.2 KM) TO
 AA3878'CRYSTAL ROAD, TURN RIGHT ON CRYSTAL ROAD AND GO NORTH 0.15 MI (0.24
 AA3878'KM) TO FIRST STOP, TERRITORIAL ROAD, TURN LEFT ON TERRITORIAL ROAD AND
 AA3878'GO WEST FOR 0.35 MI (0.56 KM) TO A Y INTERSECTION AND STOP SIGN,
 AA3878'CONTINUE WEST ON TERRITORIAL ROAD FOR 0.25 MI (0.40 KM) TO AIRPORT
 AA3878'ENTRANCE ON RIGHT, TURN RIGHT INTO DRIVE AND GO NORTH 0.1 MI (0.2 KM)
 AA3878'TO ONE WAY SIGN AND DRIVE ON RIGHT, TURN RIGHT AND FOLLOW ONE WAY EAST
 AA3878'FOR ABOUT 600 FEET (182.9 M) TO A T LEFT, TURN LEFT AND GO NORTH ABOUT
 AA3878'150 FEET (45.7 M) TO DRIVE RIGHT, TURN RIGHT AND GO EAST ABOUT 200 FT
 AA3878'(61.0 M) TO DRIVE LEFT, TURN LEFT AND GO NORTH INTO DRIVE TO
 AA3878'MAINTANENCE HANGOR AND ENTRANCE ONTO AIRFIELD, CONTINUE NORTH FOR 0.1
 AA3878'MI (0.2 KM) TO EAST-WEST TAXIWAY, TURN RIGHT AND GO EAST FOR 0.4 MI
 AA3878'(0.6 KM) TO END OF TAXIWAY AND STATION ON LEFT. STATION IS FLUSH WITH
 AA3878'GROUND.  IT IS 200.8 FT (61.2 M) EAST FROM EAST EDGE OF CROSS TAXIWAY,
 AA3878'123.5 FT (37.6 M) SOUTH FROM SOUTH EDGE OF EAST-WEST RUNWAY 9-27, 99.5
 AA3878'FT (30.3 M) WEST FROM WEST EDGE OF CROSS TAXIWAY AND 2.0 FT (0.6 M)
 AA3878'EAST FROM CARSONITE WITNESS POST.
 AA3878
 AA3878                          STATION RECOVERY (2000)
 AA3878
 AA3878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA3878'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NOTE--THIS STATION
 AA3878'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0183 ***********************************************************************
 QL0183  DESIGNATION -  AP STA B
 QL0183  PID         -  QL0183
 QL0183  STATE/COUNTY-  MI/DELTA
 QL0183  COUNTRY     -  US
 QL0183  USGS QUAD   -  ESCANABA (2017)
 QL0183
 QL0183                         *CURRENT SURVEY CONTROL
 QL0183  ______________________________________________________________________
 QL0183* NAD 83(1986) POSITION- 45 43 13.11   (N) 087 06 09.47   (W)   HD_HELD1
 QL0183* NAVD 88 ORTHO HEIGHT -   181.128 (meters)      594.25  (feet) ADJUSTED
 QL0183  ______________________________________________________________________
 QL0183  GEOID HEIGHT    -        -35.850 (meters)                     GEOID18
 QL0183  DYNAMIC HEIGHT  -        181.127 (meters)      594.25  (feet) COMP
 QL0183  MODELED GRAVITY -    980,607.4   (mgal)                       NAVD 88
 QL0183
 QL0183  VERT ORDER      -  FIRST     CLASS 0
 QL0183
 QL0183.This mark is at Delta County Airport (ESC)
 QL0183
 QL0183.The horizontal coordinates were determined by differentially corrected
 QL0183.hand held GPS observations or other comparable positioning techniques
 QL0183.and have an estimated accuracy of +/- 3 meters.
 QL0183
 QL0183.The orthometric height was determined by differential leveling and
 QL0183.adjusted by the NATIONAL GEODETIC SURVEY
 QL0183.in June 1991.
 QL0183
 QL0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0183.GEOID18 height accuracy estimate available here.
 QL0183
 QL0183.Click photographs - Photos may exist for this station.
 QL0183
 QL0183.The dynamic height is computed by dividing the NAVD 88
 QL0183.geopotential number by the normal gravity value computed on the
 QL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0183.degrees latitude (g = 980.6199 gals.).
 QL0183
 QL0183.The modeled gravity was interpolated from observed gravity values.
 QL0183
 QL0183;                    North         East    Units  Estimated Accuracy
 QL0183;SPC MI N     -   104,145.3   7,992,010.3     MT  (+/- 3 meters HH1 GPS) 
 QL0183
 QL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9201362977(NAD 83)
 QL0183
 QL0183                          SUPERSEDED SURVEY CONTROL
 QL0183
 QL0183  NGVD 29 (??/??/92)  181.15   (m)          594.3    (f) COMPUTED    1 0
 QL0183
 QL0183.Superseded values are not recommended for survey control.
 QL0183
 QL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0183.See file dsdata.pdf to determine how the superseded data were derived.
 QL0183
 QL0183_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0183_STAMPING: AP 1966 STA B
 QL0183_MARK LOGO: CGS
 QL0183_PROJECTION: RECESSED 15 CENTIMETERS
 QL0183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0183+STABILITY: SURFACE MOTION
 QL0183
 QL0183  HISTORY     - Date     Condition        Report By
 QL0183  HISTORY     - 1966     MONUMENTED       CGS
 QL0183  HISTORY     - 1972     GOOD             NGS
 QL0183  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0183  HISTORY     - 19900820 GOOD             NGS
 QL0183
 QL0183                          STATION DESCRIPTION
 QL0183
 QL0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0183'AT ESCANABA.
 QL0183'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 0.35 MILE
 QL0183'WEST ALONG THE EAST-WEST RUNWAY FROM THE TAXI STRIP FOR THE
 QL0183'AIRPORT, ABOUT 0.45 MILE EAST OF THE WEST END OF THE EAST-WEST
 QL0183'RUNWAY, 106 1/2 FEET SOUTHEAST OF THE 10 TH RUNWAY LIGHT WEST OF
 QL0183'THE TAXI STRIP, 150 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 QL0183'RUNWAY, 58 FEET NORTH OF THE CENTER OF A DRAINAGE DITCH, 1 FOOT
 QL0183'BELOW THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 QL0183'POST 1/2 FOOT BELOW THE LEVEL OF THE GROUND.  SEC 1, T 38 N,
 QL0183'R 23 W.
 QL0183
 QL0183                          STATION RECOVERY (1981)
 QL0183
 QL0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0183'MARK NOT FOUND.
 QL0183
 QL0183                          STATION RECOVERY (1990)
 QL0183
 QL0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0183'THE STATION IS LOCATED AT THE WEST END OF THE DELTA COUNTY AIRPORT,
 QL0183'2384 FT (726.6 M) EAST OF THE CENTERLINE END OF RUNWAY 9, 162.3 FT
 QL0183'(49.5 M) WEST-SOUTHWEST OF THE THIRD RUNWAY LIGHT EAST OF THE SECOND
 QL0183'TAXIWAY EAST OF RUNWAY END 99, 75.4 FT (23.0 M) SOUTH-SOUTHEAST OF THE
 QL0183'SECOND RUNWAY LIGHT EAST OF THE SECOND TAXIWAY EAST OF RUNWAY END 9
 QL0183'AND 150.5 FT (45.9 M) SOUTH OF THE CENTERLINE OF RUNWAY 9-27.  THE
 QL0183'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 8 INCH
 QL0183'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1966 STA B.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0297 ***********************************************************************
 QL0297  DESIGNATION -  AP STA B
 QL0297  PID         -  QL0297
 QL0297  STATE/COUNTY-  MI/MENOMINEE
 QL0297  COUNTRY     -  US
 QL0297  USGS QUAD   -  MARINETTE WEST (2018)
 QL0297
 QL0297                         *CURRENT SURVEY CONTROL
 QL0297  ______________________________________________________________________
 QL0297* NAD 83(1986) POSITION- 45 07 01.57   (N) 087 37 58.42   (W)   HD_HELD1
 QL0297* NAVD 88 ORTHO HEIGHT -   184.138 (meters)      604.13  (feet) ADJUSTED
 QL0297  ______________________________________________________________________
 QL0297  GEOID HEIGHT    -        -36.956 (meters)                     GEOID18
 QL0297  DYNAMIC HEIGHT  -        184.120 (meters)      604.07  (feet) COMP
 QL0297  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 QL0297
 QL0297  VERT ORDER      -  FIRST     CLASS 0
 QL0297
 QL0297.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0297
 QL0297.The horizontal coordinates were determined by differentially corrected
 QL0297.hand held GPS observations or other comparable positioning techniques
 QL0297.and have an estimated accuracy of +/- 3 meters.
 QL0297
 QL0297.The orthometric height was determined by differential leveling and
 QL0297.adjusted by the NATIONAL GEODETIC SURVEY
 QL0297.in June 1991.
 QL0297
 QL0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0297.GEOID18 height accuracy estimate available here.
 QL0297
 QL0297.Click photographs - Photos may exist for this station.
 QL0297
 QL0297.The dynamic height is computed by dividing the NAVD 88
 QL0297.geopotential number by the normal gravity value computed on the
 QL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0297.degrees latitude (g = 980.6199 gals.).
 QL0297
 QL0297.The modeled gravity was interpolated from observed gravity values.
 QL0297
 QL0297;                    North         East    Units  Estimated Accuracy
 QL0297;SPC MI N     -    37,297.3   7,950,195.2     MT  (+/- 3 meters HH1 GPS) 
 QL0297
 QL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5021996153(NAD 83)
 QL0297
 QL0297                          SUPERSEDED SURVEY CONTROL
 QL0297
 QL0297  NGVD 29 (??/??/92)  184.158  (m)          604.19   (f) ADJ UNCH    1 0
 QL0297
 QL0297.Superseded values are not recommended for survey control.
 QL0297
 QL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0297.See file dsdata.pdf to determine how the superseded data were derived.
 QL0297
 QL0297_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0297_STAMPING: AP 1966 STA B
 QL0297_MARK LOGO: CGS
 QL0297_PROJECTION: FLUSH
 QL0297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0297+STABILITY: SURFACE MOTION
 QL0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0297+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 QL0297
 QL0297  HISTORY     - Date     Condition        Report By
 QL0297  HISTORY     - 1966     MONUMENTED       CGS
 QL0297  HISTORY     - 1972     GOOD             NGS
 QL0297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0297  HISTORY     - 19900811 GOOD             NGS
 QL0297  HISTORY     - 19901026 GOOD             USPSQD
 QL0297  HISTORY     - 20010331 GOOD             NGS
 QL0297  HISTORY     - 20150827 GOOD             WIDT
 QL0297
 QL0297                          STATION DESCRIPTION
 QL0297
 QL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0297'AT MENOMINEE AIRPORT.
 QL0297'AT MENOMINEE AIRPORT, ABOUT 0.5 MILE SOUTH OF THE NEW
 QL0297'ADMINISTRATION BUILDING, AT THE INTERSECTION OF THE NORTH-SOUTH
 QL0297'RUNWAY AND THE NORTHWEST-SOUTHEAST RUNWAY, (RUNWAYS 18-36 AND
 QL0297'14-32) 122 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 QL0297'NORTH-SOUTH RUNWAY, 125 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QL0297'NORTHWEST-SOUTHEAST RUNWAY, 124 FEET EAST OF THE CENTER LINE OF
 QL0297'THE NORTH-SOUTH RUNWAY, ABOUT LEVEL WITH THE RUNWAYS AND SET IN
 QL0297'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 QL0297'SEC 34, T 32 N, R 27 W.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0297'MARK NOT FOUND.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0297'THIS STATION IS LOCATED AT THE MENOMINEE-MARINETTE TWIN COUNTY AIRPORT
 QL0297'NEAR THE SOUTHEAST END OF THE FIELD, BETWEEN RUNWAY END 32 AND THE
 QL0297'SOUTH END OF THE NORTH-SOUTH TAXIWAY (OLD RUNWAY END 36) .  IT IS
 QL0297'158.47 FT (48.30 M) WEST OF THE C/L END RWY 32, 156.6 FT (47.7 M)
 QL0297'NORTHEAST OF THE CENTER OF THE SOUTH END OF THE NORTH-SOUTH TAXIWAY,
 QL0297'124.5 FT (37.9 M) SOUTHWEST OF THE C/L OF RUNWAY 14-32, AND 123.2 FT
 QL0297'(37.6 M) EAST OF THE C/L OF THE NORTH-SOUTH TAXIWAY.  THE STATION IS A
 QL0297'STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF AN 8 INCH SQUARE
 QL0297'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED AP 1966
 QL0297'STA B.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0297'RECOVERED IN GOOD CONDITION.
 QL0297
 QL0297                          STATION RECOVERY (2001)
 QL0297
 QL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0297
 QL0297                          STATION RECOVERY (2015)
 QL0297
 QL0297'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0297'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0011 ***********************************************************************
 SG0011  DESIGNATION -  AP STA B
 SG0011  PID         -  SG0011
 SG0011  STATE/COUNTY-  MI/HOUGHTON
 SG0011  COUNTRY     -  US
 SG0011  USGS QUAD   -  LAURIUM (2017)
 SG0011
 SG0011                         *CURRENT SURVEY CONTROL
 SG0011  ______________________________________________________________________
 SG0011* NAD 83(1986) POSITION- 47 09 52.     (N) 088 29 57.     (W)   SCALED
 SG0011* NAVD 88 ORTHO HEIGHT -   332.538 (meters)     1091.00  (feet) ADJUSTED
 SG0011  ______________________________________________________________________
 SG0011  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 SG0011  DYNAMIC HEIGHT  -        332.579 (meters)     1091.14  (feet) COMP
 SG0011  MODELED GRAVITY -    980,728.5   (mgal)                       NAVD 88
 SG0011
 SG0011  VERT ORDER      -  SECOND    CLASS 0
 SG0011
 SG0011.This mark is at Houghton Co Mem Airport (CMX)
 SG0011
 SG0011.The horizontal coordinates were scaled from a map and have
 SG0011.an estimated accuracy of +/- 6 seconds.
 SG0011
 SG0011.The orthometric height was determined by differential leveling and
 SG0011.adjusted by the NATIONAL GEODETIC SURVEY
 SG0011.in June 1991.
 SG0011
 SG0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0011.GEOID18 height accuracy estimate available here.
 SG0011
 SG0011.Click photographs - Photos may exist for this station.
 SG0011
 SG0011.The dynamic height is computed by dividing the NAVD 88
 SG0011.geopotential number by the normal gravity value computed on the
 SG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0011.degrees latitude (g = 980.6199 gals.).
 SG0011
 SG0011.The modeled gravity was interpolated from observed gravity values.
 SG0011
 SG0011;                    North         East    Units  Estimated Accuracy
 SG0011;SPC MI N     -   265,730.    7,886,330.      MT  (+/- 180 meters Scaled)
 SG0011
 SG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT863245(NAD 83)
 SG0011
 SG0011                          SUPERSEDED SURVEY CONTROL
 SG0011
 SG0011  NGVD 29 (??/??/92)  332.534  (m)         1090.99   (f) ADJ UNCH    2 0
 SG0011
 SG0011.Superseded values are not recommended for survey control.
 SG0011
 SG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0011.See file dsdata.pdf to determine how the superseded data were derived.
 SG0011
 SG0011_MARKER: DT = TOPOGRAPHIC STATION DISK
 SG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0011_STAMPING: AP 1962 STA B
 SG0011_MARK LOGO: CGS
 SG0011_PROJECTION: FLUSH
 SG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0011+STABILITY: SURFACE MOTION
 SG0011
 SG0011  HISTORY     - Date     Condition        Report By
 SG0011  HISTORY     - 1962     MONUMENTED       CGS
 SG0011  HISTORY     - 1968     GOOD             LOCENG
 SG0011
 SG0011                          STATION DESCRIPTION
 SG0011
 SG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SG0011'5.5 MI NE FROM HANCOCK.
 SG0011'AT HOUGHTON COUNTY MEMORIAL AIRPORT, 50 FEET SOUTHWEST OF THE
 SG0011'SOUTHWEST CORNER OF RUNWAY END 13.  A STANDARD TOPOGRAPHIC DISK
 SG0011'STAMPED AP 1962 STA B AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SG0011'WITH THE GROUND.
 SG0011
 SG0011                          STATION RECOVERY (1968)
 SG0011
 SG0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SG0011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9496 ***********************************************************************
 AC9496  SACS        -  This is a Secondary Airport Control Station.
 AC9496  DESIGNATION -  AP STA B2 BEH
 AC9496  PID         -  AC9496
 AC9496  STATE/COUNTY-  MI/BERRIEN
 AC9496  COUNTRY     -  US
 AC9496  USGS QUAD   -  BENTON HEIGHTS (2017)
 AC9496
 AC9496                         *CURRENT SURVEY CONTROL
 AC9496  ______________________________________________________________________
 AC9496* NAD 83(2011) POSITION- 42 07 38.83956(N) 086 26 10.27462(W)   ADJUSTED
 AC9496* NAD 83(2011) ELLIP HT-   156.707 (meters)        (06/27/12)   ADJUSTED
 AC9496* NAD 83(2011) EPOCH   -  2010.00
 AC9496* NAVD 88 ORTHO HEIGHT -   190.44  (meters)      624.8   (feet) GPS OBS
 AC9496  ______________________________________________________________________
 AC9496  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC9496  GEOID HEIGHT    -        -33.754 (meters)                     GEOID99
 AC9496  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 AC9496  NAD 83(2011) X  -    294,491.895 (meters)                     COMP
 AC9496  NAD 83(2011) Y  - -4,728,468.890 (meters)                     COMP
 AC9496  NAD 83(2011) Z  -  4,256,219.147 (meters)                     COMP
 AC9496  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 AC9496
 AC9496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9496  Standards:
 AC9496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9496  -------------------------------------------------------------------
 AC9496  NETWORK    1.58   4.14           0.73   0.53   2.11     -0.03871376
 AC9496  -------------------------------------------------------------------
 AC9496  Click here for local accuracies and other accuracy information.
 AC9496
 AC9496.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AC9496
 AC9496.The horizontal coordinates were established by GPS observations
 AC9496.and adjusted by the National Geodetic Survey in June 2012.
 AC9496
 AC9496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9496.been affixed to the stable North American tectonic plate. See 
 AC9496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9496
 AC9496.The horizontal coordinates are valid at the epoch date displayed above
 AC9496.which is a decimal equivalence of Year/Month/Day.
 AC9496
 AC9496.The orthometric height was determined by GPS observations and a
 AC9496.high-resolution geoid model.
 AC9496
 AC9496.GPS derived orthometric heights for airport stations designated as
 AC9496.PACS or SACS are published to 2 decimal places.  This maintains
 AC9496.centimeter relative accuracy between the PACS and SACS.  It does
 AC9496.not indicate centimeter accuracy relative to other marks which are
 AC9496.part of the published vertical control network.
 AC9496
 AC9496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9496.GEOID18 height accuracy estimate available here.
 AC9496
 AC9496.Click photographs - Photos may exist for this station.
 AC9496
 AC9496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9496
 AC9496.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9496
 AC9496.The ellipsoidal height was determined by GPS observations
 AC9496.and is referenced to NAD 83.
 AC9496
 AC9496. The following values were computed from the NAD 83(2011) position.
 AC9496
 AC9496;                    North         East     Units Scale Factor Converg.
 AC9496;SPC MI S     -    71,800.176 3,828,899.540   MT  0.99999361   -1 24 30.1
 AC9496;SPC MI S     -   235,564.88 12,562,006.36   iFT  0.99999361   -1 24 30.1
 AC9496;UTM  16      - 4,664,081.415   546,600.401   MT  0.99962672   +0 22 41.5
 AC9496
 AC9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9496!SPC MI S     -   0.99997542  x   0.99999361  =   0.99996903
 AC9496!UTM  16      -   0.99997542  x   0.99962672  =   0.99960215
 AC9496
 AC9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4660064081(NAD 83)
 AC9496
 AC9496                          SUPERSEDED SURVEY CONTROL
 AC9496
 AC9496  NAD 83(2007)-  42 07 38.84046(N)    086 26 10.27460(W) AD(2002.00) 0
 AC9496  ELLIP H (02/10/07)  156.710  (m)                       GP(2002.00)    
 AC9496  ELLIP H (07/31/02)  156.737  (m)                       GP(       ) 4 1
 AC9496  NAD 83(1994)-  42 07 38.83944(N)    086 26 10.27577(W) AD(       ) 1
 AC9496  ELLIP H (08/28/00)  156.750  (m)                       GP(       ) 4 1
 AC9496
 AC9496.Superseded values are not recommended for survey control.
 AC9496
 AC9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9496.See file dsdata.pdf to determine how the superseded data were derived.
 AC9496
 AC9496_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9496_STAMPING: AP 1969 STA B2 BEH
 AC9496_MARK LOGO: CGS
 AC9496_PROJECTION: FLUSH
 AC9496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9496+STABILITY: SURFACE MOTION
 AC9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9496+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AC9496
 AC9496  HISTORY     - Date     Condition        Report By
 AC9496  HISTORY     - 1969     MONUMENTED       CGS
 AC9496  HISTORY     - 19900523 GOOD             NGS
 AC9496  HISTORY     - 20000728 GOOD             NGS
 AC9496
 AC9496                          STATION DESCRIPTION
 AC9496
 AC9496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC9496'THE STATION IS LOCATED ON ROSS FIELD AT THE WEST END OF RUNWAYS 9-27,
 AC9496'123.8 FT (37.7 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, 100.5 FT
 AC9496'(30.6 M) WEST OF THE WEST EDGE OF TAXIWAY, 99.8 FT (30.4 M) EAST OF
 AC9496'THE EAST EDGE OF TAXIWAY AND 76.1 FT (23.2 M) NORTH OF THE CENTER OF
 AC9496'GRATE IN CATCH BASIN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AC9496'STAMPED AP 1969 STA B2 BEH AND SET IN THE TOP OF A CONCRETE MONUMENT
 AC9496'FLUSH WITH THE GROUND.
 AC9496
 AC9496                          STATION RECOVERY (2000)
 AC9496
 AC9496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC9496'THE STATION IS LOCATED ON THE NORTH SIDE OF BENTON HARBOR, AT THE
 AC9496'SOUTHWEST MICHIGAN AIRPORT, AT THE WEST END OF THE AIRPORT IN A GRASS
 AC9496'AREA BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP--CITIES
 AC9496'OF BENTON HARBOR AND ST JOSEPH, 1123 TERRITORIAL RD., BENTON HARBOR,
 AC9496'MI.  49022.  AIRPORT MANAGER IS LEE SCHERWITZ, PHONE 616-927-3194.
 AC9496'ESCORT REQUIRED TO REACH THE STATION.  TO REACH FROM THE OVERPASS AT
 AC9496'THE JUNCTION OF INTERSTATE HIGHWAYS 94, 94 BUSINESS, AND U.S. HIGHWAY
 AC9496'31 (EXIT 33) ON THE NORTHEAST SIDE OF BENTON HARBOR, GO WEST ON
 AC9496'HIGHWAY 94 BUSINESS FOR 2.97 KM (1.85 MI) TO A CROSSROAD IN A CURVE.
 AC9496'TURN RIGHT, NORTH, ON URBANDALE AVENUE FOR 0.46 KM (0.30 MI) TO A
 AC9496'T-ROAD.  TURN LEFT, WEST, ON TERRITORIAL ROAD FOR 0.33 KM (0.20 MI) TO
 AC9496'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ROAD
 AC9496'FOR 0.27 KM (0.15 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST, ON ROAD FOR
 AC9496'0.25 KM (0.15 MI) TO A GATE AND THE AIRPORT MAINTENANCE AND FIRE
 AC9496'FIGHTING BUILDING.  PASS THROUGH THE GATE AND CONTINUE EAST ON PAVED
 AC9496'ROAD FOR 0.25 KM (0.15 MI) TO A TAXIWAY LEFT. TURN LEFT AND GO NORTH
 AC9496'ON TAXIWAY FOR 0.6 KM (0.35 MI) TO A T-JUNCTION WITH A PARALLEL
 AC9496'TAXIWAY.  TURN LEFT AND GO WEST ON TAXIWAY AND CROSSING RUNWAY 18/36
 AC9496'FOR 2.65 KM (1.65 MI) TO JUST BEFORE THE END OF THE TAXIWAY AND THE
 AC9496'STATION ON THE RIGHT NEAR THE CENTER OF THE GRASS AREA.  THE STATION
 AC9496'IS A STANDARD CGS TOPOGRAPHIC STATION DISC SET IN THE TOP OF A SQUARE
 AC9496'CONCRETE MONUMENT.  IT IS 52.97 M (173.79 FT) SOUTH OF THE CENTERLINE
 AC9496'OF RUNWAY 9/27, 30.63 M (100.49 FT) WEST OF THE WEST EDGE OF A
 AC9496'CONNECTOR TAXIWAY, 30.42 M (99.80 FT) EAST OF THE EAST EDGE OF A
 AC9496'TAXIWAY, AND 23.20 M (76.12 FT) NORTH OF THE CENTER OF A GRATE IN A
 AC9496'CATCH BASIN.  NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AC9496'CONTROL (SACS) .
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0184 ***********************************************************************
 QL0184  DESIGNATION -  AP STA D
 QL0184  PID         -  QL0184
 QL0184  STATE/COUNTY-  MI/DELTA
 QL0184  COUNTRY     -  US
 QL0184  USGS QUAD   -  ESCANABA (2017)
 QL0184
 QL0184                         *CURRENT SURVEY CONTROL
 QL0184  ______________________________________________________________________
 QL0184* NAD 83(1986) POSITION- 45 43 13.     (N) 087 06 42.     (W)   SCALED
 QL0184* NAVD 88 ORTHO HEIGHT -   184.772 (meters)      606.21  (feet) ADJUSTED
 QL0184  ______________________________________________________________________
 QL0184  GEOID HEIGHT    -        -35.835 (meters)                     GEOID18
 QL0184  DYNAMIC HEIGHT  -        184.771 (meters)      606.20  (feet) COMP
 QL0184  MODELED GRAVITY -    980,607.9   (mgal)                       NAVD 88
 QL0184
 QL0184  VERT ORDER      -  FIRST     CLASS 0
 QL0184
 QL0184.This mark is at Delta County Airport (ESC)
 QL0184
 QL0184.The horizontal coordinates were scaled from a map and have
 QL0184.an estimated accuracy of +/- 6 seconds.
 QL0184
 QL0184.The orthometric height was determined by differential leveling and
 QL0184.adjusted by the NATIONAL GEODETIC SURVEY
 QL0184.in June 1991.
 QL0184
 QL0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0184.GEOID18 height accuracy estimate available here.
 QL0184
 QL0184.Click photographs - Photos may exist for this station.
 QL0184
 QL0184.The dynamic height is computed by dividing the NAVD 88
 QL0184.geopotential number by the normal gravity value computed on the
 QL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0184.degrees latitude (g = 980.6199 gals.).
 QL0184
 QL0184.The modeled gravity was interpolated from observed gravity values.
 QL0184
 QL0184;                    North         East    Units  Estimated Accuracy
 QL0184;SPC MI N     -   104,140.    7,991,310.      MT  (+/- 180 meters Scaled)
 QL0184
 QL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR913629(NAD 83)
 QL0184
 QL0184                          SUPERSEDED SURVEY CONTROL
 QL0184
 QL0184  NGVD 29 (??/??/92)  184.79   (m)          606.3    (f) COMPUTED    1 0
 QL0184
 QL0184.Superseded values are not recommended for survey control.
 QL0184
 QL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0184.See file dsdata.pdf to determine how the superseded data were derived.
 QL0184
 QL0184_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0184_STAMPING: AP STA D
 QL0184_MARK LOGO: CGS
 QL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0184+STABILITY: SURFACE MOTION
 QL0184
 QL0184  HISTORY     - Date     Condition        Report By
 QL0184  HISTORY     - 1966     MONUMENTED       CGS
 QL0184  HISTORY     - 1972     GOOD             NGS
 QL0184  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0184
 QL0184                          STATION DESCRIPTION
 QL0184
 QL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0184'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, AT THE WEST
 QL0184'END OF THE EAST-WEST RUNWAY (RUNWAY 9-27), 151 FEET SOUTH OF THE
 QL0184'CENTER LINE OF THE RUNWAY, DIRECTLY IN LINE WITH THE EXTENDED
 QL0184'WEST END OF THE RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN
 QL0184'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 QL0184'OF THE GROUND.  SEC 2, T 38 N, R 23 W.
 QL0184
 QL0184                          STATION RECOVERY (1981)
 QL0184
 QL0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8097 ***********************************************************************
 AA8097  CBN         -  This is a Cooperative Base Network Control Station.
 AA8097  PACS        -  This is a Primary Airport Control Station.
 AA8097  DESIGNATION -  APN C
 AA8097  PID         -  AA8097
 AA8097  STATE/COUNTY-  MI/ALPENA
 AA8097  COUNTRY     -  US
 AA8097  USGS QUAD   -  LAKE WINYAH (2017)
 AA8097
 AA8097                         *CURRENT SURVEY CONTROL
 AA8097  ______________________________________________________________________
 AA8097* NAD 83(2011) POSITION- 45 04 17.71519(N) 083 33 53.09161(W)   ADJUSTED
 AA8097* NAD 83(2011) ELLIP HT-   171.704 (meters)        (06/27/12)   ADJUSTED
 AA8097* NAD 83(2011) EPOCH   -  2010.00
 AA8097* NAVD 88 ORTHO HEIGHT -   208.11  (meters)      682.8   (feet) GPS OBS
 AA8097  ______________________________________________________________________
 AA8097  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8097  GEOID HEIGHT    -        -36.145 (meters)                     GEOID93
 AA8097  GEOID HEIGHT    -        -36.441 (meters)                     GEOID18
 AA8097  NAD 83(2011) X  -    505,715.834 (meters)                     COMP
 AA8097  NAD 83(2011) Y  - -4,483,653.127 (meters)                     COMP
 AA8097  NAD 83(2011) Z  -  4,493,091.988 (meters)                     COMP
 AA8097  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 AA8097
 AA8097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8097  Standards:
 AA8097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8097  -------------------------------------------------------------------
 AA8097  NETWORK    2.23   5.90           1.02   0.77   3.01      0.01484854
 AA8097  -------------------------------------------------------------------
 AA8097  Click here for local accuracies and other accuracy information.
 AA8097
 AA8097.This mark is at Alpena Airport (APN)
 AA8097
 AA8097.The horizontal coordinates were established by GPS observations
 AA8097.and adjusted by the National Geodetic Survey in June 2012.
 AA8097
 AA8097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8097.been affixed to the stable North American tectonic plate. See 
 AA8097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8097
 AA8097.The horizontal coordinates are valid at the epoch date displayed above
 AA8097.which is a decimal equivalence of Year/Month/Day.
 AA8097
 AA8097.The orthometric height was determined by GPS observations and a
 AA8097.high-resolution geoid model.
 AA8097
 AA8097.GPS derived orthometric heights for airport stations designated as
 AA8097.PACS or SACS are published to 2 decimal places.  This maintains
 AA8097.centimeter relative accuracy between the PACS and SACS.  It does
 AA8097.not indicate centimeter accuracy relative to other marks which are
 AA8097.part of the published vertical control network.
 AA8097
 AA8097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8097.GEOID18 height accuracy estimate available here.
 AA8097
 AA8097.Click photographs - Photos may exist for this station.
 AA8097
 AA8097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8097
 AA8097.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8097
 AA8097.The ellipsoidal height was determined by GPS observations
 AA8097.and is referenced to NAD 83.
 AA8097
 AA8097. The following values were computed from the NAD 83(2011) position.
 AA8097
 AA8097;                    North         East     Units Scale Factor Converg.
 AA8097;SPC MI C     -   195,319.025 6,063,143.606   MT  0.99991520   +0 33 59.3
 AA8097;SPC MI C     -   640,810.45 19,892,203.43   iFT  0.99991520   +0 33 59.3
 AA8097;UTM  17      - 4,994,103.128   298,110.602   MT  1.00010120   -1 48 59.1
 AA8097
 AA8097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8097!SPC MI C     -   0.99997308  x   0.99991520  =   0.99988828
 AA8097!UTM  17      -   0.99997308  x   1.00010120  =   1.00007428
 AA8097
 AA8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9811094103(NAD 83)
 AA8097
 AA8097                          SUPERSEDED SURVEY CONTROL
 AA8097
 AA8097  NAD 83(2007)-  45 04 17.71544(N)    083 33 53.09256(W) AD(2002.00) 0
 AA8097  ELLIP H (02/10/07)  171.724  (m)                       GP(2002.00)    
 AA8097  ELLIP H (07/12/02)  171.728  (m)                       GP(       ) 4 2
 AA8097  NAD 83(1994)-  45 04 17.71557(N)    083 33 53.09278(W) AD(       ) B
 AA8097  ELLIP H (09/20/95)  171.730  (m)                       GP(       ) 1 2
 AA8097
 AA8097.Superseded values are not recommended for survey control.
 AA8097
 AA8097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8097.See file dsdata.pdf to determine how the superseded data were derived.
 AA8097
 AA8097_MARKER: I = METAL ROD
 AA8097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8097_STAMPING: APN C 1994
 AA8097_MARK LOGO: NGS
 AA8097_PROJECTION: FLUSH
 AA8097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8097+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 AA8097_ROD/PIPE-DEPTH: 17.7 meters
 AA8097_SLEEVE-DEPTH  : 1.2 meters
 AA8097
 AA8097  HISTORY     - Date     Condition        Report By
 AA8097  HISTORY     - 1994     MONUMENTED       NGS
 AA8097  HISTORY     - 19990805 GOOD             USPSQD
 AA8097  HISTORY     - 20120719 GOOD             WOOLPT
 AA8097
 AA8097                          STATION DESCRIPTION
 AA8097
 AA8097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8097'NOTE--ESCORT REQUIRED TO DRIVE TO STATION.  CAN WALK TO STATION
 AA8097'THROUGH GATE AT TERMINAL BUILDING WITH MANAGERS PERMISSION.  STATION
 AA8097'IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF ALPENA, AT THE ALPENA COUNTY
 AA8097'REGIONAL AIRPORT, ABOUT 200 M (656.2 FT) NORTHEAST OF THE TERMINAL
 AA8097'BUILDING, BETWEEN ECHO TAXI AND THE ASOS WEATHER STATION, IN NORTH
 AA8097'CENTRAL SECTION 22, T 31 N, R 7 E.  OWNERSHIP--COUNTY OF ALPENA,
 AA8097'AIRPORT ROAD, ALPENA, MI 49707.  AIRPORT MANAGER IS ALAN MROZINSKI,
 AA8097'PHONE 517-354-2907.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 23
 AA8097'AND STATE HIGHWAY 32 IN DOWNTOWN ALPENA, GO WEST ON HIGHWAY 32 FOR
 AA8097'10.73 KM (6.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON
 AA8097'AIRPORT ROAD FOR 0.88 KM (0.55 MI) TO A DOUBLE ROAD RIGHT AT CURVE
 AA8097'LEFT.  BEAR RIGHT, NORTHEAST, ON ROAD FOR 0.14 KM (0.10 MI) TO THE
 AA8097'TERMINAL BUILDING.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS
 AA8097'28.7 M (94.2 FT) EAST OF THE EDGE OF ECHO TAXI, 19.0 M (62.3 FT) WEST
 AA8097'OF THE ASOS MAST, 12.8 M (42.0 FT) WEST OF THE RAIN GAUGE, AND 48.4 M
 AA8097'(158.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ILLUMINATED
 AA8097'CIVIL SIGN.  DESCRIBED BY G.R.  HEID.
 AA8097
 AA8097                          STATION RECOVERY (1999)
 AA8097
 AA8097'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8097'RECOVERED IN GOOD CONDITION.
 AA8097
 AA8097                          STATION RECOVERY (2012)
 AA8097
 AA8097'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 AA8097'FOR ACCESS, CONTACT BILLIE MCROBERTS THE AIRPORT MANAGER AT
 AA8097'989-354-3988
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1121 ***********************************************************************
 OJ1121  DESIGNATION -  APPIN 2
 OJ1121  PID         -  OJ1121
 OJ1121  STATE/COUNTY-  MI/HURON
 OJ1121  COUNTRY     -  US
 OJ1121  USGS QUAD   -  UBLY (2017)
 OJ1121
 OJ1121                         *CURRENT SURVEY CONTROL
 OJ1121  ______________________________________________________________________
 OJ1121* NAD 83(1994) POSITION- 43 41 11.46402(N) 082 59 52.28432(W)   NO CHECK
 OJ1121* NAVD 88 ORTHO HEIGHT -   256.9   (meters)      843.    (feet) VERTCON3
 OJ1121  ______________________________________________________________________
 OJ1121  GEOID HEIGHT    -        -34.580 (meters)                     GEOID18
 OJ1121  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 OJ1121  HORZ ORDER      -  THIRD
 OJ1121
 OJ1121.The horizontal coordinates were established by classical geodetic methods
 OJ1121.and adjusted by the National Geodetic Survey in February 1997.
 OJ1121
 OJ1121.No horizontal observational check was made to the station.
 OJ1121
 OJ1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1121
 OJ1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1121.GEOID18 height accuracy estimate available here.
 OJ1121
 OJ1121.Click photographs - Photos may exist for this station.
 OJ1121
 OJ1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1121
 OJ1121. The following values were computed from the NAD 83(1994) position.
 OJ1121
 OJ1121;                    North         East     Units Scale Factor Converg.
 OJ1121;SPC MI S     -   243,781.213 4,110,359.095   MT  1.00000480   +0 55 53.5
 OJ1121;SPC MI S     -   799,807.13 13,485,430.10   iFT  1.00000480   +0 55 53.5
 OJ1121;UTM  17      - 4,838,995.460   338,981.116   MT  0.99991891   -1 22 48.9
 OJ1121
 OJ1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1121!SPC MI S     -   0.99996514  x   1.00000480  =   0.99996994
 OJ1121!UTM  17      -   0.99996514  x   0.99991891  =   0.99988405
 OJ1121
 OJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3898138995(NAD 83)
 OJ1121
 OJ1121|---------------------------------------------------------------------|
 OJ1121| PID    Reference Object                     Distance      Geod. Az  |
 OJ1121|                                                           dddmmss.s |
 OJ1121| OJ1123 APPIN 2 RM 4                          8.638 METERS 09139     |
 OJ1121| OJ0914 APPIN                               395.133 METERS 09458     |
 OJ1121| OJ1122 APPIN 2 AZ MK                       319.852 METERS 17844     |
 OJ1121| OJ1124 APPIN 2 RM 5                         10.272 METERS 18532     |
 OJ1121|---------------------------------------------------------------------|
 OJ1121
 OJ1121                          SUPERSEDED SURVEY CONTROL
 OJ1121
 OJ1121  NAD 83(1986)-  43 41 11.45364(N)    082 59 52.30833(W) AD(       ) 3
 OJ1121  NGVD 29 (09/03/91)  257.0    (m)          843.     (f) VERT ANG       
 OJ1121
 OJ1121.Superseded values are not recommended for survey control.
 OJ1121
 OJ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1121.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1121
 OJ1121_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1121_STAMPING: APPIN 2 1906 1982
 OJ1121_MARK LOGO: NGS
 OJ1121_PROJECTION: PROJECTING 10 CENTIMETERS
 OJ1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1121+STABILITY: POSITION/ELEVATION WELL
 OJ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1121+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1121
 OJ1121  HISTORY     - Date     Condition        Report By
 OJ1121  HISTORY     - 1982     MONUMENTED       NGS
 OJ1121  HISTORY     - 19820621 GOOD             NGS
 OJ1121  HISTORY     - 19991120 GOOD             USPSQD
 OJ1121
 OJ1121                          STATION DESCRIPTION
 OJ1121
 OJ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1121'THE STATION IS LOCATED IN QUAD. 430824, ABOUT 6.4 KM (4.0 MI)
 OJ1121'SOUTHWEST OF UBLY, IN SECTION 31, T. 15 N., R. 13 E., BINGHAM TOWNSHIP
 OJ1121'AND ON PROPERTY OF MR. GENE STAMBAUH, PHONE NO. 517-685-8817 WHO LINE
 OJ1121'JUST SOUTH OF THE STATION IN THE MOBLE HOME.  HIS MAILING ADDRESS IS,
 OJ1121'BAD AXE ROAD, UBLY, MICHIGAN 48475.
 OJ1121'TO REACH THE STATION FROM THE POST OFFICE IN UBLY GO SOUTH ON BARFIELD
 OJ1121'STREET FOR 0.08 KM (0.05 MI) TO ITS JUNCTION WITH MAIN STREET.  TURN
 OJ1121'RIGHT AND GO WEST ON MAIN STREET FOR 0.8 KM (0.5 MI) TO ITS JUNCTION
 OJ1121'WITH STATE HIGHWAY 19, WHICH IS WASHINGTON STREET.  CONTINUE WEST ON
 OJ1121'MAIN STREET WHICH TURNS INTO ATWATER ROAD FOR 4.88 KM (3.03 MI) TO
 OJ1121'ITS JUNCTION WITH BAD AXE ROAD.  TURN LEFT AND GO SOUTH ON BAD AXE
 OJ1121'ROAD FOR 2.48 KM (1.54 MI) TO THE STATION ON THE LEFT AS DESCRIBED.
 OJ1121'THE STATION IS SET PROJECTING 0.12 M (0.39 FT) ABOVE THE GROUND.  IT
 OJ1121'IS LOCATED 13.411 M (43.999 FT) EAST FROM THE APPROXIMATE CENTER OF
 OJ1121'BAD AXE ROAD, 1.219 M (3.999 FT) EAST FROM A FENCE CORNER AND 0.305 M
 OJ1121'(1.001 FT) SOUTH FROM A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ1121'1.1 M (3.6 FT) BELOW THE SURFACE.
 OJ1121'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1121'A TRAVERSE CONNECTION WAS MADE TO STATION APPIN USLS 1906 AND TO
 OJ1121'STATION APPIN 2 AZIMUTH 1982 USING ELECTRONIC DISTANCE MEASURING
 OJ1121'EQUIPMENT.
 OJ1121'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ1121
 OJ1121                          STATION RECOVERY (1982)
 OJ1121
 OJ1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1121'THE STATION IS LOCATED ABOUT 4.0 MILES (6.4 KM) SOUTHWEST OF UBLY, IN
 OJ1121'SECTION 31, T 15 N, R 13 E, BINGHAM TOWNSHIP AND ON PROPERTY OF MR
 OJ1121'GENE STAMBAUGH, WHO LIVES JUST SOUTH OF THE STATION IN THE MOBILE
 OJ1121'HOME.  HIS MAILING ADDRESS IS MR GENE STAMBAUGH, BAD AXE RD, UBLY,
 OJ1121'MICHIGAN 48475.
 OJ1121'
 OJ1121'TO REACH THE STATION FROM THE POST OFFICE IN UBLY, MICHIGAN ZIP CODE
 OJ1121'48475, GO SOUTH ON GARFIELD STREET FOR 0.05 MILE (0.08 KM) TO ITS
 OJ1121'JUNCTION WITH MAIN STREET.  TURN RIGHT AND GO WEST ON MAIN STREET FOR
 OJ1121'0.5 MILES (0.8 KM) TO ITS JUNCTION WITH STATE HIGHWAY 19 (WHICH IS
 OJ1121'WASHINGTON STREET) . CONTINUE WEST ON MAIN STREET WHICH TURNS INTO
 OJ1121'ATWATER ROAD FOR 3.05 MILES (4.91 KM) TO ITS JUNCTION WITH BAD AXE
 OJ1121'ROAD.  TURN LEFT AND GO SOUTH ON BAD AXE ROAD FOR 1.55 MILES (2.49 KM)
 OJ1121'TO THE STATION ON THE LEFT AS DESCRIBED.
 OJ1121'
 OJ1121'THE STATION IS A STANDARD NGS DISK STAMPED---APPIN USLS 2 1906
 OJ1121'1982---,
 OJ1121'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (32 CM) IN
 OJ1121'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  THE STATION IS
 OJ1121'LOCATED 13.411 METERS (43.999 FT) EAST FROM THE APPROXIMATE CENTER OF
 OJ1121'BAD AXE ROAD, 1.219 METERS (3.999 FT) EAST FROM A FENCE CORNER AND
 OJ1121'0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST.
 OJ1121'
 OJ1121'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 NO 4
 OJ1121'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OJ1121'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 22.007
 OJ1121'METERS (72.201 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD,
 OJ1121'0.305 M (1.001 FT) SOUTH FROM A WITNESS POST AND 9.754 METERS (32.001
 OJ1121'FT) EAST FROM A FENCE CORNER, AND 0.15 METERS (0.49 FT) LOWER THAN THE
 OJ1121'STATION.
 OJ1121'
 OJ1121'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 NO 5
 OJ1121'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OJ1121'(32 CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 12.192
 OJ1121'METERS 40.000 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD,
 OJ1121'10.790 METERS (35.400 FT) SOUTH FROM A FENCE CORNER AND 0.305 METERS
 OJ1121'(1.001 FT) WEST FROM A WITNESS POST AND 0.8 METER (2.6 FT) LOWER THAN
 OJ1121'THE STATION.
 OJ1121'
 OJ1121'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 1982-,
 OJ1121'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (32 CM),
 OJ1121'FLUSH WITH THE SURFACE OF THE GROUND.  LOCATED 56.0 FT (17.1 M) EAST
 OJ1121'FROM THE APPROXIMATE CENTER OF BAD AXE ROAD, 1.0 FOOT (0.3 M) WEST
 OJ1121'FROM A UTILITY POLE AND 1.0 FOOT (0.3 M) EAST FROM A WITNESS POST.  A
 OJ1121'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION APPIN USLS 2
 OJ1121'1906 1982 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  TO REACH THE
 OJ1121'AZIMUTH MARK FROM THE STATION APPIN 2, CONTINUE SOUTH ON BAD AXE ROAD
 OJ1121'FOR 0.2 MILE (0.32 KM) TO THE MARK ON THE LEFT AS DESCRIBED.
 OJ1121
 OJ1121                          STATION RECOVERY (1999)
 OJ1121
 OJ1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1122 ***********************************************************************
 OJ1122  DESIGNATION -  APPIN 2 AZ MK
 OJ1122  PID         -  OJ1122
 OJ1122  STATE/COUNTY-  MI/HURON
 OJ1122  COUNTRY     -  US
 OJ1122  USGS QUAD   -  UBLY (2017)
 OJ1122
 OJ1122                         *CURRENT SURVEY CONTROL
 OJ1122  ______________________________________________________________________
 OJ1122* NAD 83(1994) POSITION- 43 41 01.10289(N) 082 59 51.96831(W)   NO CHECK
 OJ1122* NAVD 88 ORTHO HEIGHT -   258.5   (meters)      848.    (feet) VERTCON3
 OJ1122  ______________________________________________________________________
 OJ1122  GEOID HEIGHT    -        -34.576 (meters)                     GEOID18
 OJ1122  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 OJ1122  HORZ ORDER      -  THIRD
 OJ1122
 OJ1122.The horizontal coordinates were established by classical geodetic methods
 OJ1122.and adjusted by the National Geodetic Survey in February 1997.
 OJ1122
 OJ1122.No horizontal observational check was made to the station.
 OJ1122
 OJ1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1122
 OJ1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1122.GEOID18 height accuracy estimate available here.
 OJ1122
 OJ1122.Click photographs - Photos may exist for this station.
 OJ1122
 OJ1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1122
 OJ1122. The following values were computed from the NAD 83(1994) position.
 OJ1122
 OJ1122;                    North         East     Units Scale Factor Converg.
 OJ1122;SPC MI S     -   243,461.595 4,110,371.371   MT  1.00000410   +0 55 53.7
 OJ1122;SPC MI S     -   798,758.51 13,485,470.38   iFT  1.00000410   +0 55 53.7
 OJ1122;UTM  17      - 4,838,675.635   338,980.490   MT  0.99991891   -1 22 48.4
 OJ1122
 OJ1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1122!SPC MI S     -   0.99996489  x   1.00000410  =   0.99996899
 OJ1122!UTM  17      -   0.99996489  x   0.99991891  =   0.99988381
 OJ1122
 OJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3898038675(NAD 83)
 OJ1122
 OJ1122                          SUPERSEDED SURVEY CONTROL
 OJ1122
 OJ1122  NAD 83(1986)-  43 41 01.09252(N)    082 59 51.99248(W) AD(       ) 3
 OJ1122  NGVD 29 (09/03/91)  258.6    (m)          848.     (f) VERT ANG       
 OJ1122
 OJ1122.Superseded values are not recommended for survey control.
 OJ1122
 OJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1122.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1122
 OJ1122_MARKER: DZ = AZIMUTH MARK DISK
 OJ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1122_STAMPING: APPIN 2 1982
 OJ1122_MARK LOGO: NGS
 OJ1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1122+STABILITY: POSITION/ELEVATION WELL
 OJ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1122+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1122
 OJ1122  HISTORY     - Date     Condition        Report By
 OJ1122  HISTORY     - 1982     MONUMENTED       NGS
 OJ1122  HISTORY     - 19991120 GOOD             USPSQD
 OJ1122
 OJ1122                          STATION DESCRIPTION
 OJ1122
 OJ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1122'THE STATION IS LOCATED IN QUAD 430824, ABOUT 6.4 KM (4.0 MI) SOUTHWEST
 OJ1122'OF UBLY, MICHIGAN, IS SECTION 31, T. 15 N., R. 13 E., BINGHAM
 OJ1122'TOWNSHIP AND ON PROPERTY OF MR. GENE STAMBAUGH, BAD AXE ROAD, UBLY,
 OJ1122'MICHIGAN 48475, PHONE NO. 517 685-8817, WHO LIVES JUST SOUTH OF THE
 OJ1122'STATION.
 OJ1122'TO REACH THE STATION FROM THE POST OFFICE IN UBLY, GO SOUTH ON
 OJ1122'GARFIELD STREET FOR 0.08 KM (0.05 MI) TO ITS JUNCTION WITH MAIN
 OJ1122'STREET.  TURN RIGHT AND GO SEST ON MAIN STREET FOR 0.8 KM (0.5 MI) TO
 OJ1122'ITS JUNCTION WITH STATE HIGHWAY 19, WHICH IS WASHINGTON STREET.
 OJ1122'CONTINUE WEST ON MAIN STREET WHICH TURNS INTO ATWATER ROAD FOR 4.88
 OJ1122'KM (3.03 MI) TO ITS JUNCTION WITH BAD AXE ROAD.  TURN LEFT AND GO
 OJ1122'SOUTH ON BAD AXE ROAD FOR 3.12 KM (1.94 MI) TO THE STATION OF THE
 OJ1122'LEFT BY A UTILITY POLE AS DESCRIBED.
 OJ1122'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 17.069 M
 OJ1122'(56.001 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD, 0.305 M
 OJ1122'(1.001 FT) WEST FROM A TILITY POLE AND 0.305 M (1.001 FT) EAST FROM A
 OJ1122'WITNESS POST.
 OJ1122'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION APPIN USLS 2
 OJ1122'1906 1982 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OJ1122'HEIGHT OF TARGET SHOWN ABOVE MARK WAS 1.5 M (4.9 FT) .
 OJ1122'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ1122
 OJ1122                          STATION RECOVERY (1999)
 OJ1122
 OJ1122'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0751 ***********************************************************************
 OJ0751  DESIGNATION -  APPLEGATE AZ MK
 OJ0751  PID         -  OJ0751
 OJ0751  STATE/COUNTY-  MI/SANILAC
 OJ0751  COUNTRY     -  US
 OJ0751  USGS QUAD   -  CROSWELL (2017)
 OJ0751
 OJ0751                         *CURRENT SURVEY CONTROL
 OJ0751  ______________________________________________________________________
 OJ0751* NAD 83(1994) POSITION- 43 21 22.80853(N) 082 36 34.07934(W)   ADJUSTED
 OJ0751* NAVD 88 ORTHO HEIGHT -   247.6   (meters)      812.    (feet) VERTCON3
 OJ0751  ______________________________________________________________________
 OJ0751  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 OJ0751  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 OJ0751  HORZ ORDER      -  SECOND
 OJ0751
 OJ0751.The horizontal coordinates were established by classical geodetic methods
 OJ0751.and adjusted by the National Geodetic Survey in February 1997.
 OJ0751
 OJ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0751
 OJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0751.GEOID18 height accuracy estimate available here.
 OJ0751
 OJ0751.Click photographs - Photos may exist for this station.
 OJ0751
 OJ0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0751
 OJ0751. The following values were computed from the NAD 83(1994) position.
 OJ0751
 OJ0751;                    North         East     Units Scale Factor Converg.
 OJ0751;SPC MI S     -   207,687.432 4,142,434.236   MT  0.99994068   +1 11 45.0
 OJ0751;SPC MI S     -   681,389.21 13,590,663.50   iFT  0.99994068   +1 11 45.0
 OJ0751;UTM  17      - 4,801,644.308   369,574.651   MT  0.99980925   -1 06 18.4
 OJ0751
 OJ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0751!SPC MI S     -   0.99996659  x   0.99994068  =   0.99990727
 OJ0751!UTM  17      -   0.99996659  x   0.99980925  =   0.99977585
 OJ0751
 OJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6957401644(NAD 83)
 OJ0751
 OJ0751                          SUPERSEDED SURVEY CONTROL
 OJ0751
 OJ0751  NAD 83(1986)-  43 21 22.79602(N)    082 36 34.10469(W) AD(       ) 2
 OJ0751  NAD 27      -  43 21 22.70614(N)    082 36 34.36058(W) AD(       ) 2
 OJ0751  NGVD 29 (07/19/86)  247.7    (m)          813.     (f) VERT ANG       
 OJ0751
 OJ0751.Superseded values are not recommended for survey control.
 OJ0751
 OJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0751.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0751
 OJ0751_MARKER: DZ = AZIMUTH MARK DISK
 OJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0751_STAMPING: APPLEGATE 1908 1976
 OJ0751_MARK LOGO: NGS
 OJ0751_PROJECTION: FLUSH
 OJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0751+STABILITY: SURFACE MOTION
 OJ0751
 OJ0751  HISTORY     - Date     Condition        Report By
 OJ0751  HISTORY     - 1976     MONUMENTED       NGS
 OJ0751  HISTORY     - 19940728 GOOD             USPSQD
 OJ0751
 OJ0751                          STATION DESCRIPTION
 OJ0751
 OJ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0751'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0751'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, AND IN SECTION
 OJ0751'29, T11N, R16E.
 OJ0751'
 OJ0751'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0751'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0751'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0751'RIDGE AND THE STATION ON THE LEFT.
 OJ0751'
 OJ0751'AZIMUTH MARK, STAMPED---APPLEGATE 1908 1976---, IS A STANDARD
 OJ0751'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0751'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF,
 OJ0751'AND 2 FEET HIGHER THAN THE HIGHWAY AND 8 FEET EAST OF A METAL
 OJ0751'WITNESS POST.
 OJ0751'
 OJ0751'AN EDM TRAVERSE TIE WAS MADE TO STATION APPLEGATE USLS.
 OJ0751'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0751'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0751'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0751
 OJ0751                          STATION RECOVERY (1994)
 OJ0751
 OJ0751'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0752 ***********************************************************************
 OJ0752  DESIGNATION -  APPLEGATE AZ MK 2
 OJ0752  PID         -  OJ0752
 OJ0752  STATE/COUNTY-  MI/SANILAC
 OJ0752  COUNTRY     -  US
 OJ0752  USGS QUAD   -  CROSWELL (2017)
 OJ0752
 OJ0752                         *CURRENT SURVEY CONTROL
 OJ0752  ______________________________________________________________________
 OJ0752* NAD 83(1994) POSITION- 43 21 22.04402(N) 082 36 34.37984(W)   ADJUSTED
 OJ0752* NAVD 88 ORTHO HEIGHT -   247.5   (meters)      812.    (feet) VERTCON3
 OJ0752  ______________________________________________________________________
 OJ0752  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 OJ0752  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 OJ0752  HORZ ORDER      -  SECOND
 OJ0752
 OJ0752.The horizontal coordinates were established by classical geodetic methods
 OJ0752.and adjusted by the National Geodetic Survey in February 1997.
 OJ0752
 OJ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0752
 OJ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0752.GEOID18 height accuracy estimate available here.
 OJ0752
 OJ0752.Click photographs - Photos may exist for this station.
 OJ0752
 OJ0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0752
 OJ0752. The following values were computed from the NAD 83(1994) position.
 OJ0752
 OJ0752;                    North         East     Units Scale Factor Converg.
 OJ0752;SPC MI S     -   207,663.704 4,142,427.963   MT  0.99994065   +1 11 44.8
 OJ0752;SPC MI S     -   681,311.36 13,590,642.92   iFT  0.99994065   +1 11 44.8
 OJ0752;UTM  17      - 4,801,620.854   369,567.432   MT  0.99980927   -1 06 18.6
 OJ0752
 OJ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0752!SPC MI S     -   0.99996661  x   0.99994065  =   0.99990726
 OJ0752!UTM  17      -   0.99996661  x   0.99980927  =   0.99977588
 OJ0752
 OJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6956701620(NAD 83)
 OJ0752
 OJ0752                          SUPERSEDED SURVEY CONTROL
 OJ0752
 OJ0752  NAD 83(1986)-  43 21 22.03151(N)    082 36 34.40519(W) AD(       ) 2
 OJ0752  NAD 27      -  43 21 21.94163(N)    082 36 34.66108(W) AD(       ) 2
 OJ0752  NGVD 29 (07/19/86)  247.6    (m)          812.     (f) VERT ANG       
 OJ0752
 OJ0752.Superseded values are not recommended for survey control.
 OJ0752
 OJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0752.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0752
 OJ0752_MARKER: DZ = AZIMUTH MARK DISK
 OJ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0752_STAMPING: APPLEGATE 1908 NO 2 1976
 OJ0752_MARK LOGO: NGS
 OJ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0752+STABILITY: SURFACE MOTION
 OJ0752
 OJ0752  HISTORY     - Date     Condition        Report By
 OJ0752  HISTORY     - 1976     MONUMENTED       NGS
 OJ0752  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0752
 OJ0752                          STATION DESCRIPTION
 OJ0752
 OJ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0752'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0752'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, AND IN SECTION
 OJ0752'29, T11N, R16E.
 OJ0752'
 OJ0752'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0752'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0752'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0752'RIDGE AND THE STATION ON THE RIGHT.
 OJ0752'
 OJ0752'AZIMUTH MARK 2, STAMPED---APPLEGATE 1908 NO 2 1976---, IS A
 OJ0752'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0752'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS DUE
 OJ0752'SOUTH OF A UTILITY POLE IN THE FIELD ACROSS THE HIGHWAY, 40
 OJ0752'FEET SOUTH OF AND 3 FEET HIGHER THAN THE HIGHWAY AND 5 FEET
 OJ0752'EAST OF A METAL WITNESS POST.
 OJ0752'
 OJ0752'AN EDM TRAVERSE TIE WAS MADE TO STATION APPLEGATE USLS.
 OJ0752'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0752'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0752'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0752
 OJ0752                          STATION RECOVERY (1994)
 OJ0752
 OJ0752'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0752'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0747 ***********************************************************************
 OJ0747  DESIGNATION -  APPLEGATE RESET
 OJ0747  PID         -  OJ0747
 OJ0747  STATE/COUNTY-  MI/SANILAC
 OJ0747  COUNTRY     -  US
 OJ0747  USGS QUAD   -  CROSWELL (2017)
 OJ0747
 OJ0747                         *CURRENT SURVEY CONTROL
 OJ0747  ______________________________________________________________________
 OJ0747* NAD 83(1994) POSITION- 43 21 29.43007(N) 082 35 57.59968(W)   ADJUSTED
 OJ0747* NAVD 88 ORTHO HEIGHT -   254.6   (meters)      835.    (feet) VERTCON3
 OJ0747  ______________________________________________________________________
 OJ0747  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 OJ0747  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 OJ0747  HORZ ORDER      -  FIRST
 OJ0747
 OJ0747.The horizontal coordinates were established by classical geodetic methods
 OJ0747.and adjusted by the National Geodetic Survey in February 1997.
 OJ0747
 OJ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0747
 OJ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0747.GEOID18 height accuracy estimate available here.
 OJ0747
 OJ0747.Click photographs - Photos may exist for this station.
 OJ0747
 OJ0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0747
 OJ0747. The following values were computed from the NAD 83(1994) position.
 OJ0747
 OJ0747;                    North         East     Units Scale Factor Converg.
 OJ0747;SPC MI S     -   207,908.915 4,143,251.202   MT  0.99994094   +1 12 09.8
 OJ0747;SPC MI S     -   682,115.86 13,593,343.84   iFT  0.99994094   +1 12 09.8
 OJ0747;UTM  17      - 4,801,832.788   370,399.741   MT  0.99980661   -1 05 53.5
 OJ0747
 OJ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0747!SPC MI S     -   0.99996550  x   0.99994094  =   0.99990644
 OJ0747!UTM  17      -   0.99996550  x   0.99980661  =   0.99977211
 OJ0747
 OJ0747:                Primary Azimuth Mark                     Grid Az
 OJ0747:SPC MI S     -  APPLEGATE AZ MK                          254 49 53.4
 OJ0747:UTM  17      -  APPLEGATE AZ MK                          257 07 56.7
 OJ0747
 OJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7039901832(NAD 83)
 OJ0747
 OJ0747|---------------------------------------------------------------------|
 OJ0747| PID    Reference Object                     Distance      Geod. Az  |
 OJ0747|                                                           dddmmss.s |
 OJ0747| CH0739 APPLEGATE RM 3                      185.136 METERS 15412     |
 OJ0747| CH0740 APPLEGATE RM 4                      172.510 METERS 18712     |
 OJ0747| OJ0752 APPLEGATE AZ MK 2                   APPROX. 0.9 KM 2543657.5 |
 OJ0747| OJ0751 APPLEGATE AZ MK                     APPROX. 0.8 KM 2560203.2 |
 OJ0747|---------------------------------------------------------------------|
 OJ0747
 OJ0747                          SUPERSEDED SURVEY CONTROL
 OJ0747
 OJ0747  NAD 83(1986)-  43 21 29.41748(N)    082 35 57.62501(W) AD(       ) 1
 OJ0747  NAD 27      -  43 21 29.32737(N)    082 35 57.88201(W) AD(       ) 1
 OJ0747  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 OJ0747
 OJ0747.Superseded values are not recommended for survey control.
 OJ0747
 OJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0747.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0747
 OJ0747_MARKER: I = METAL ROD
 OJ0747_SETTING: 0 = UNSPECIFIED SETTING
 OJ0747
 OJ0747  HISTORY     - Date     Condition        Report By
 OJ0747  HISTORY     - 1977     MONUMENTED       NGS
 OJ0747  HISTORY     - 1980     GOOD             MIDH
 OJ0747  HISTORY     - 19940728 GOOD             USPSQD
 OJ0747
 OJ0747                          STATION DESCRIPTION
 OJ0747
 OJ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0747'THE SURFACE MARK WAS FOUND DESTROYED, REFERENCE MARKS 1 AND 2
 OJ0747'WERE NOT RECOVERED.  THE UNDERGROUND STATION MARK WAS FOUND
 OJ0747'IN GOOD CONDITION.  A NEW SURFACE STATION MARK,
 OJ0747'REFERENCE MARKS 3 AND 4, AND AZIMUTH MARKS 1 AND 2
 OJ0747'WERE ESTABLISHED AT THIS TIME.  DUE TO DEEP SNOW DRIFTS,
 OJ0747'TERRAIN MAY NOT BE DESCRIBED CORRECTLY.  TAPED DISTANCES
 OJ0747'WERE MEASURED DURING VERY COLD WEATHER, THEREFORE DISTANCES
 OJ0747'MAY BE LONGER THAN ACTUALLY MEASURED.  A COMPLETE NEW
 OJ0747'DESCRIPTION FOLLOWS.
 OJ0747'
 OJ0747'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0747'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, 600 FEET NORTH OF
 OJ0747'APPLEGATE ROAD, ON A SMALL KNOLL ABOUT 15 FEET HIGHER THAN THE
 OJ0747'IMMEDIATE AREA, ON PROPERTY OWNED AND OCCUPIED BY MR. CHESTER
 OJ0747'FAIRMAN, APPLEGATE, MICHIGAN, PHONE 313-633-9919.  IT IS IN
 OJ0747'SOUTH CENTRAL SECTION 29, T11N, R16E.
 OJ0747'
 OJ0747'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0747'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0747'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0747'RIDGE AND AZIMUTH MARKS ON EACH SIDE OF THE ROAD.  CONTINUE
 OJ0747'EAST ON HIGHWAY FOR 0.45 MILE TO REFERENCE MARK 4 ON THE
 OJ0747'LEFT.  CONTINUE EAST ON HIGHWAY FOR 0.1 MILE TO
 OJ0747'REFERENCE MARK 3 ON THE LEFT.  CONTINUE
 OJ0747'EAST FOR 0.05 MILE TO DRIVEWAY ON THE LEFT.  TURN LEFT, NORTH,
 OJ0747'PASSING EAST OF MR. FAIRMANS HOUSE FOR 150 FEET TO A BARN ON
 OJ0747'THE LEFT.  BEAR LEFT, WEST, FOR 100 FEET, PASSING SOUTH OF
 OJ0747'BARN THEN NORTHWEST, DOWN HILL, ACROSS GRASSY AREA FOR 300
 OJ0747'FEET TO AN OLD FENCE LINE.  CONTINUE NORTHWEST, UPHILL,
 OJ0747'ACROSS CULTIVATED FIELD FOR 300 FEET TO TOP OF KNOLL AND
 OJ0747'THE STATION.
 OJ0747'
 OJ0747'THE STATION, NO STAMPING, IS A 1/2-INCH IRON ROD OF
 OJ0747'UNKNOWN LENGTH SET
 OJ0747'FLUSH IN CONCRETE. IT IS SURROUNDED BY THREE 1/4-INCH RODS
 OJ0747'PROJECTING 1/2-INCH AND SET 3 INCHES FROM THE STATION.
 OJ0747'AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 231.5 FEET
 OJ0747'WEST OF THE OLD FENCE LINE, 191 FEET SOUTHEAST OF A 6 FOOT
 OJ0747'DIRT PILE.
 OJ0747'
 OJ0747'REFERENCE MARK 3, STAMPED---APPLEGATE 1908 RM 3 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED AT
 OJ0747'A FENCE CORNER, 607.5 FEET FROM THE STATION, 5.5 FEET EAST
 OJ0747'OF A METAL WITNESS POST, 3.5 FEET NORTHWEST OF A UTILITY POLE
 OJ0747'43 FEET NORTH OF AND 3 FEET LOWER THAN THE HIGHWAY.
 OJ0747'
 OJ0747'REFERENCE MARK 4, STAMPED---APPLEGATE 1908 RM 4 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 566.3 FEET FROM
 OJ0747'THE STATION. 39.5 FEET NORTH OF AND 3 FEET LOWER THAN THE
 OJ0747'HIGHWAY, 4 FEET NORTHWEST OF A METAL WITNESS POST AND 2.5 FEET
 OJ0747'NORTHEAST OF A UTILITY POLE.
 OJ0747'
 OJ0747'AZIMUTH MARK, STAMPED---APPLEGATE 1908 1976---, IS A STANDARD
 OJ0747'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0747'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF,
 OJ0747'AND 2 FEET HIGHER THAN THE HIGHWAY AND 8 FEET EAST OF A METAL
 OJ0747'WITNESS POST.
 OJ0747'
 OJ0747'AZIMUTH MARK 2, STAMPED---APPLEGATE 1908 NO 2 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS DUE
 OJ0747'SOUTH OF A UTILITY POLE IN THE FIELD ACROSS THE HIGHWAY, 40
 OJ0747'FEET SOUTH OF AND 3 FEET HIGHER THAN THE HIGHWAY AND 5 FEET
 OJ0747'EAST OF A METAL WITNESS POST.
 OJ0747'
 OJ0747'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0747'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 23.9 METERS.
 OJ0747'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0747
 OJ0747                          STATION RECOVERY (1980)
 OJ0747
 OJ0747'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0747'THE STATION IS IN GOOD CONDITION AS DESCRIBED.  STATION IS ALSO ON
 OJ0747'LINE BETWEEN EAST PEAK OF OLD WOOD BARN ON COMPASS BEARING S70 W AND
 OJ0747'NORTHWEST CORNER OF WOOD BARN ON COMPASS BEARING N70 E.
 OJ0747'
 OJ0747'REFERENCE MARK 3 IS IN GOOD CONDITION AS DESCRIBED.
 OJ0747'
 OJ0747'REFERENCE MARK 4 IS IN GOOD CONDITION AS DESCRIBED AND ANGLE BETWEEN
 OJ0747'REFERENCE MARKS AGREE WITH ORIGINAL DATA.
 OJ0747'
 OJ0747'AZIMUTH MARKS ARE IN GOOD CONDITION.
 OJ0747
 OJ0747                          STATION RECOVERY (1994)
 OJ0747
 OJ0747'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1070 ***********************************************************************
 OJ1070  DESIGNATION -  APPOLD 2
 OJ1070  PID         -  OJ1070
 OJ1070  STATE/COUNTY-  MI/BAY
 OJ1070  COUNTRY     -  US
 OJ1070  USGS QUAD   -  BAY CITY (2017)
 OJ1070
 OJ1070                         *CURRENT SURVEY CONTROL
 OJ1070  ______________________________________________________________________
 OJ1070* NAD 83(1994) POSITION- 43 33 37.80250(N) 083 57 50.52088(W)   ADJUSTED
 OJ1070* NAVD 88 ORTHO HEIGHT -   181.6   (meters)      596.    (feet) VERTCON3
 OJ1070  ______________________________________________________________________
 OJ1070  GEOID HEIGHT    -        -34.453 (meters)                     GEOID18
 OJ1070  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 OJ1070  HORZ ORDER      -  SECOND
 OJ1070
 OJ1070.The horizontal coordinates were established by classical geodetic methods
 OJ1070.and adjusted by the National Geodetic Survey in February 1997.
 OJ1070
 OJ1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1070
 OJ1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1070.GEOID18 height accuracy estimate available here.
 OJ1070
 OJ1070.Click photographs - Photos may exist for this station.
 OJ1070
 OJ1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1070
 OJ1070. The following values were computed from the NAD 83(1994) position.
 OJ1070
 OJ1070;                    North         East     Units Scale Factor Converg.
 OJ1070;SPC MI S     -   228,960.890 4,032,530.201   MT  0.99997638   +0 16 26.4
 OJ1070;SPC MI S     -   751,184.02 13,230,085.96   iFT  0.99997638   +0 16 26.4
 OJ1070;UTM  17      - 4,827,329.582   260,608.580   MT  1.00030497   -2 02 36.8
 OJ1070;UTM  16      - 4,827,539.411   745,201.382   MT  1.00033961   +2 05 35.5
 OJ1070
 OJ1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1070!SPC MI S     -   0.99997692  x   0.99997638  =   0.99995330
 OJ1070!UTM  17      -   0.99997692  x   1.00030497  =   1.00028188
 OJ1070!UTM  16      -   0.99997692  x   1.00033961  =   1.00031652
 OJ1070
 OJ1070:                Primary Azimuth Mark                     Grid Az
 OJ1070:SPC MI S     -  APPOLD 2 AZ MK RESET                     014 16 58.4
 OJ1070:UTM  17      -  APPOLD 2 AZ MK RESET                     016 36 01.6
 OJ1070:UTM  16      -  APPOLD 2 AZ MK RESET                     012 27 49.3
 OJ1070
 OJ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6060827329(NAD 83)
 OJ1070
 OJ1070|---------------------------------------------------------------------|
 OJ1070| PID    Reference Object                     Distance      Geod. Az  |
 OJ1070|                                                           dddmmss.s |
 OJ1070| CH0746 APPOLD 2 RM 3                        10.162 METERS 00329     |
 OJ1070| CH0747 APPOLD 2 RM 4                        10.150 METERS 00354     |
 OJ1070| CH0744 APPOLD 2 AZ MK RESET                               0143324.8 |
 OJ1070| CH0742 APPOLD RM 1                          36.021 METERS 17950     |
 OJ1070| CH0745 APPOLD 2 RM 1                                      17958     |
 OJ1070| OJ1071 APPOLD                               20.062 METERS 24352     |
 OJ1070| OJ1074 APPOLD 2 1960 ECC                   110.370 METERS 35439     |
 OJ1070|---------------------------------------------------------------------|
 OJ1070
 OJ1070                          SUPERSEDED SURVEY CONTROL
 OJ1070
 OJ1070  NAD 83(1986)-  43 33 37.79130(N)    083 57 50.54458(W) AD(       ) 2
 OJ1070  NAD 27      -  43 33 37.69944(N)    083 57 50.63585(W) AD(       ) 2
 OJ1070  NGVD 29 (07/19/86)  181.8    (m)          596.     (f) VERT ANG       
 OJ1070
 OJ1070.Superseded values are not recommended for survey control.
 OJ1070
 OJ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1070.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1070
 OJ1070_MARKER: DS = TRIANGULATION STATION DISK
 OJ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1070_STAMPING: APPOLD 2 1960
 OJ1070_MARK LOGO: CGS
 OJ1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1070+STABILITY: SURFACE MOTION
 OJ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1070+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 OJ1070
 OJ1070  HISTORY     - Date     Condition        Report By
 OJ1070  HISTORY     - 1960     MONUMENTED       CGS
 OJ1070  HISTORY     - 1978     GOOD             NGS
 OJ1070  HISTORY     - 1980     GOOD             MIDH
 OJ1070  HISTORY     - 1981     GOOD             NGS
 OJ1070  HISTORY     - 19910716 GOOD             LOCENG
 OJ1070
 OJ1070                          STATION DESCRIPTION
 OJ1070
 OJ1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OJ1070'APPOLD 1932 WAS DESTROYED AFTER OBSERVATIONS.
 OJ1070'
 OJ1070'ABOUT 2.0 MILES DUE W ALONG SALZBURG ROAD FROM ITS INTERSECTION WITH
 OJ1070'EUCLID AVENUE IN BAY CITY TO CROSSROADS THAT IS 0.25 MILE W OF
 OJ1070'OVERPASS OVER INTERSTATE HIGHWAY, THENCE 1.0 MILES S ON THREE MILE
 OJ1070'ROAD, THENCE 0.5 MILE W ON OILED ROAD TO ROAD T-INTERSECTION (AZIMUTH
 OJ1070'MARK IS ABOUT 175 YARDS E OF THIS T-INTERSECTION), THENCE S FOR 0.4
 OJ1070'MILE ON A GRAVEL ROAD TO STATION ON THE LEFT, ABOUT 0.2 MILE N OF
 OJ1070'LARGE MOUND OF OLD COAL MINE REFUSE, 26 FEET E OF CENTER LINE OF ROAD,
 OJ1070'22 FEET S OF CENTER OF TWIN 12-INCH POPLAR TREES, 2 FEET W OF FENCE,
 OJ1070'AND 2.5 FEET N OF STEEL WITNESS POST, 2 FEET W OF THE LINE JOINING THE
 OJ1070'TWO REFERENCE MARKS, AND PROJECTING 0.6 FOOT ABOVE GROUND.
 OJ1070'
 OJ1070'REFERENCE STAMPED APPOLD 2 NO 1 1932 1960, NOTE 11A, PROJECTS 0.7
 OJ1070'FOOT, IS 49 FEET N OF A TELEPHONE POLE, 29 FEET E OF CENTER LINE OF
 OJ1070'ROAD, AND IN AZIMUTH 359 DEG. 50 MIN. FROM THE STATION.  THE ARROW
 OJ1070'POINTS ABOUT 30 DEGREES TO THE LEFT (W) OF THE STATION.
 OJ1070'
 OJ1070'REFERENCE STAMPED APPOLD 2 NO. 3 1960, NOTE 11B, PROJECTS 0.3 FOOT, IS
 OJ1070'27 FEET E OF CENTER LINE OF ROAD, AND A FOOT W OF FENCE.
 OJ1070'
 OJ1070'AZIMUTH STAMPED APPOLD 2 AZIMUTH RESET 1960, NOTE 16A, PROJECTS 0.5
 OJ1070'FOOT, IS ABOUT 175 YARDS E OF ROAD T-INTERSECTION, 29-1/2 FEET E OF
 OJ1070'TELEPHONE POLE, 23 FEET N OF CENTER LINE OF OILED ROAD, 0.2 FOOT LOWER
 OJ1070'THAN SAME, 2 FEET W OF FENCE, AND 2.8 FEET W OF STEEL WITNESS POST, IN
 OJ1070'AZIMUTH 194 DEG. 33 MIN. 21 SEC. FROM THE STATION.
 OJ1070
 OJ1070                          STATION RECOVERY (1978)
 OJ1070
 OJ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OJ1070'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 OJ1070'CONDITION.  REFERENCE MARK 3 WAS FOUND TO HAVE BEEN HIT AND LEANING TO
 OJ1070'THE EAST.  THE MARK WAS DUG AROUND AND STRAIGHTENED UPRIGHT AND
 OJ1070'RESTAMPED.  THE AZIMUTH MARK IS NOT GROUND VISIBLE FROM THE STATION
 OJ1070'AND NO OBJECTS WERE VISIBLE TO ESTABLISH A NEW ONE FROM.  THE DISTANCE
 OJ1070'TO REFERENCE MARK 1 WAS SHORTER BY 0.06 FOOT.  THE PREVIOUS TOO REACH
 OJ1070'IS ADEQUATE TO RECOVER THE STATION.
 OJ1070'
 OJ1070'THE STATION IS 120 FEET SOUTH OF THE SOUTH EDGE OF A GOLF COURSE, 27
 OJ1070'FEET NORTH OF THE CENTERLINE OF ENTRANCE TO HOUSING PROJECT, 26 FEET
 OJ1070'EAST OF THE CENTERLINE OF BAY VALLEY ROAD, 3.2 FEET NORTHEAST OF A
 OJ1070'4-INCH PIPE THAT IS FLUSH AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 OJ1070'THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED APPOLD 2 1960.
 OJ1070'
 OJ1070'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 10
 OJ1070'FEET NORTH OF AN ENTRANCE TO THE HOUSING PROJECT.  THE MARK PROJECTS
 OJ1070'10 INCHES AND THE DISK STAMPED APPOLD 2 NO 1 1932 1960.
 OJ1070'
 OJ1070'REFERENCE MARK 4 IS 84 FEET SOUTH OF THE SOUTH EDGE OF GOLF COURSE, 27
 OJ1070'FEET EAST OF CENTERLINE OF THE ROAD AND 1-FOOT NORTH OF A METAL
 OJ1070'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED APPOLD
 OJ1070'2 1960 NO 4 1978.
 OJ1070'
 OJ1070'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTERLINE OF DRIVEWAY, 27
 OJ1070'FEET SOUTHEAST OF POWER POLE NO. 2/22/B2, 19.5 FEET NORTH OF THE
 OJ1070'CENTERLINE OF HOTCHKISS ROAD AND 2-FEET WEST OF A METAL WITNESS POST.
 OJ1070'THE MARK IS FLUSH AND THE DISK STAMPED APPOLD 2 RESET AZIMUTH 1960.
 OJ1070'
 OJ1070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BAY CITY.
 OJ1070'
 OJ1070'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ1070
 OJ1070                          STATION RECOVERY (1980)
 OJ1070
 OJ1070'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1070'THE STATION WAS FOUND IN GOOD CONDITION.  STATION IS IN TREES ON EAST
 OJ1070'SIDE OF DITCH AND EASILY VISABLE FROM ROAD TO WEST.
 OJ1070'
 OJ1070'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OJ1070'
 OJ1070'THE AZIMUTH MARK IS IN GOOD CONDITION AS DESCRIBED BUT CANNOT BE SEEN
 OJ1070'FROM THE STATION.
 OJ1070
 OJ1070                          STATION RECOVERY (1981)
 OJ1070
 OJ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1070'THE STATION, BOTH REFERENCE MARKS 1 AND 4, AND THE AZIMUTH MARK WAS
 OJ1070'RECOVERED IN GOOD CONDITION.  IT WAS NOTED THAT THE AZIMUTH MARK IS NO
 OJ1070'LONGER VISIBLE FROM THE GROUND.  THERE WAS NO PREVIOUS DATA AVAILABLE
 OJ1070'TO COMPARE EITHER DIRECTION OR THE DISTANCES TOO.
 OJ1070'
 OJ1070'THE STATION IS LOCATED 7.2 KM (4 1/2 MI) SOUTHWEST OF BAY CITY, 4 KM
 OJ1070'(2 1/2 MI) SOUTH OF U.S. HIGHWAY 10, 0.8 KM (1/2 MI) WEST OF
 OJ1070'INTERSTATE HIGHWAY 75, AND IN THE NE 1/4, S 2, T13N, R4E, OF
 OJ1070'FRANKENLUST TOWNSHIP.  OWNERSHIP--MICHIGAN DEPARTMENT OF HIGHWAYS,
 OJ1070'P.O. BOX DRAWER K, LANSING, MICHIGAN 48904, TELEPHONE (517)  373-2120.
 OJ1070'
 OJ1070'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 OJ1070'MICHIGAN STATE HIGHWAY 84, SAGINAW ROAD, ABOUT 4.8 KM (3 MI)
 OJ1070'SOUTHWEST OF BAY CITY, GO SOUTHWESTERLY ON STATE HIGHWAY 84 (SAGINAW
 OJ1070'ROAD) FOR 0.6 KM (0.4 MI) TO A CROSSROAD AND THE MICHIGAN HOUSE
 OJ1070'RESTAURANT ON THE RIGHT.  TURN RIGHT AND GO WEST ON DELTA ROAD FOR 0.8
 OJ1070'KM (0.5 MI) TO A DIRT ROAD RIGHT, (BAY VALLEY ROAD).  TURN RIGHT AND
 OJ1070'GO NORTH ON BAY VALLEY ROAD FOR 0.8 KM (0.5 MI) TO A SIDEROAD RIGHT,
 OJ1070'OLD BRIDGE ROAD.  CONTINUE AHEAD NORTH ON BAY VALLEY ROAD FOR 0.15 KM
 OJ1070'(0.1 MI) TO THE STATION ON THE RIGHT.
 OJ1070'
 OJ1070'THE STATION IS A STANDARD USCGS DISK STAMPED---APPOLD 2 1960---, SET
 OJ1070'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 28 CM IN DIAMETER
 OJ1070'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED 13.32 METERS (43.7
 OJ1070'FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BUILDING, 9.88 METERS
 OJ1070'(32.4 FEET) NORTH FROM THE CENTER OF A PAVED DRIVEWAY, 8.38 METERS
 OJ1070'(27.5 FEET) EAST FROM THE CENTER OF A GRAVEL ROAD AND 0.46 METER
 OJ1070'(1.5 FEET) SOUTH FROM A METAL WITNESS POST.
 OJ1070'
 OJ1070'REFERENCE MARK NUMBER 1 IS A STANDARD USCGS DISK STAMPED
 OJ1070'---APPOLD 2 NO 1 1932 1960---, SET INTO THE TOP OF A SQUARE CONCRETE
 OJ1070'MONUMENT, 30 CM ON A SIDE AND PROJECTING 35 CM ABOVE THE GROUND.  IT
 OJ1070'IS LOCATED 26.21 METERS (86.0 FEET) SOUTH FROM THE CENTER OF THE PAVED
 OJ1070'DRIVEWAY, 9.00 METERS (29.6 FEET) EAST FROM THE CENTER OF THE PAVED
 OJ1070'ROAD AND 13.00 METERS (44.0 FEET) WEST FROM THE ENTRANCE TO APARTMENT
 OJ1070'NUMBER 2256.  MARK IS LOWER THAN THE STATION 0.6 METER.
 OJ1070'
 OJ1070'REFERENCE MARK NUMBER 4 IS A STANDARD USCGS DISK STAMPED
 OJ1070'---APPOLD 2 NO 4 1978 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 OJ1070'MONUMENT, 30 CM IN DIAMETER AND PROJECTING 15 CM ABOVE THE GROUND.  IT
 OJ1070'IS LOCATED 19.96 METERS (65.5 FEET) NORTH FROM THE CENTER OF THE PAVED
 OJ1070'DRIVEWAY, 11.73 METERS (38.5 FEET) WEST-NORTHWEST FROM THE SOUTHWEST
 OJ1070'CORNER OF A BUILDING AND 8.75 METERS (28.7 FEET) EAST FROM THE CENTER
 OJ1070'OF THE GRAVEL ROAD.  MARK IS LEVEL WITH STATION.
 OJ1070'
 OJ1070'AZIMUTH MARK NUMBER 1 IS A STANDARD USCGS DISK, STAMPED
 OJ1070'---APPOLD 2 1960 RESET AZIMUTH--- .  IT IS LOCATED 28.97 METERS (95.1
 OJ1070'FEET) WEST FROM A UTILITY POLE, 8.62 METERS (28.3 FEET)
 OJ1070'EAST-SOUTHEAST FROM A UTILITY POLE, 6.16 METERS (20.2 FEET) NORTH FROM
 OJ1070'THE CENTER OF THE PAVED ROAD AND 0.85 METER (2.8 FEET) WEST FROM A
 OJ1070'METAL WITNESS POST.
 OJ1070'
 OJ1070'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A GRAVEL ROAD
 OJ1070'(BAY VALLEY ROAD) FOR 0.6 KM (0.4 MILE) TO A T-ROAD.  TURN RIGHT AND
 OJ1070'GO EAST FOR 0.15 KM (0.1 MILE) TO THE MARK ON THE LEFT.
 OJ1070'
 OJ1070'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.0 METERS.
 OJ1070
 OJ1070                          STATION RECOVERY (1991)
 OJ1070
 OJ1070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1070'FOUND IN GOOD CONDITION AT TOP OF BACKSLOPE ON EAST SIDE OF STREET 30
 OJ1070'FT (9.1 M) NORTH OF PAVED PRIVATE DRIVE TO RAIRWAY PINES COURT NUMBER
 OJ1070'4.  ACCESS NOW ONLY THRU BAY VALLEY RESORT AND CONDOMINIUMS.  NOT
 OJ1070'SUITABLE FOR GPS DUE TO LARGE PINE TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1451 ***********************************************************************
 NF1451  DESIGNATION -  APRON
 NF1451  PID         -  NF1451
 NF1451  STATE/COUNTY-  MI/CLINTON
 NF1451  COUNTRY     -  US
 NF1451  USGS QUAD   -  LANSING NORTH (2017)
 NF1451
 NF1451                         *CURRENT SURVEY CONTROL
 NF1451  ______________________________________________________________________
 NF1451* NAD 83(1994) POSITION- 42 46 31.69082(N) 084 35 28.42210(W)   ADJUSTED
 NF1451* NAVD 88 ORTHO HEIGHT -   260.5   (meters)      855.    (feet) VERTCON3
 NF1451  ______________________________________________________________________
 NF1451  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 NF1451  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 NF1451  HORZ ORDER      -  SECOND
 NF1451
 NF1451.This mark is at Capital City Airport (LAN)
 NF1451
 NF1451.The horizontal coordinates were established by classical geodetic methods
 NF1451.and adjusted by the National Geodetic Survey in February 1997.
 NF1451
 NF1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1451
 NF1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1451.GEOID18 height accuracy estimate available here.
 NF1451
 NF1451.Click photographs - Photos may exist for this station.
 NF1451
 NF1451.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1451
 NF1451. The following values were computed from the NAD 83(1994) position.
 NF1451
 NF1451;                    North         East     Units Scale Factor Converg.
 NF1451;SPC MI S     -   141,700.174 3,981,624.189   MT  0.99990870   -0 09 10.2
 NF1451;SPC MI S     -   464,895.58 13,063,071.49   iFT  0.99990870   -0 09 10.2
 NF1451;UTM  16      - 4,738,695.490   697,052.985   MT  1.00007773   +1 38 11.0
 NF1451
 NF1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1451!SPC MI S     -   0.99996442  x   0.99990870  =   0.99987312
 NF1451!UTM  16      -   0.99996442  x   1.00007773  =   1.00004215
 NF1451
 NF1451:                Primary Azimuth Mark                     Grid Az
 NF1451:SPC MI S     -  GRAND                                    279 47 20.2
 NF1451:UTM  16      -  GRAND                                    277 59 59.0
 NF1451
 NF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9705238695(NAD 83)
 NF1451
 NF1451|---------------------------------------------------------------------|
 NF1451| PID    Reference Object                     Distance      Geod. Az  |
 NF1451|                                                           dddmmss.s |
 NF1451| NF1445 CAPITAL CITY APT ARP                158.182 METERS 00201     |
 NF1451| CH0748 APRON RM 1                            8.181 METERS 16314     |
 NF1451| NF1487 LANSING GM OLDSMOBILE TANK          APPROX. 3.3 KM 1670722.8 |
 NF1451| CH0749 APRON RM 2                            8.864 METERS 25843     |
 NF1451| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 0.9 KM 2704708.2 |
 NF1451| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 3.9 KM 2791614.5 |
 NF1451| NF1119 GRAND                               APPROX. 6.4 KM 2793810.0 |
 NF1451| NF1454 APRON A PT                            5.184 METERS 33356     |
 NF1451|---------------------------------------------------------------------|
 NF1451
 NF1451                          SUPERSEDED SURVEY CONTROL
 NF1451
 NF1451  NAD 83(1986)-  42 46 31.68873(N)    084 35 28.43948(W) AD(       ) 2
 NF1451  NAD 27      -  42 46 31.56270(N)    084 35 28.50797(W) AD(       ) 2
 NF1451  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG       
 NF1451
 NF1451.Superseded values are not recommended for survey control.
 NF1451
 NF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1451.See file dsdata.pdf to determine how the superseded data were derived.
 NF1451
 NF1451_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1451_STAMPING: APRON 1976
 NF1451_MARK LOGO: NGS
 NF1451_PROJECTION: FLUSH
 NF1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1451+STABILITY: SURFACE MOTION
 NF1451
 NF1451  HISTORY     - Date     Condition        Report By
 NF1451  HISTORY     - 1976     MONUMENTED       NGS
 NF1451  HISTORY     - 1980     GOOD             NGS
 NF1451
 NF1451                          STATION DESCRIPTION
 NF1451
 NF1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1451'THE STATION IS LOCATED 4 MILES NORTH-NORTHWEST OF DOWNTOWN
 NF1451'LANSING, AT THE CAPITAL CITY AIRPORT, IN A GRASSY AREA, AT THE WEST
 NF1451'END OF THE PARKING TARMAC FOR LARGE PLANES.  A SECUITY PASS MUST BE
 NF1451'OBTAINED FROM THE AIRPORT PUBLIC SAFETY OFFICE (TELEPHONE
 NF1451'371-2020) TO REACH THE STATION.
 NF1451'
 NF1451'STATION MARKS ARE STANDARD DISKS STAMPED APRON 1976.  THE SURFACE
 NF1451'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1451'FLUSH WITH THE GROUND.  IT IS ABOUT 350 FEET WEST-NORTHWEST OF THE
 NF1451'NORTHWEST CORNER OF THE TERMINAL BUILDING, 96 FEET NORTHEAST OF A
 NF1451'CHAIN LINK FENCE CORNER, 28 FEET NORTH-NORTHWEST OF A LIGHT POLE,
 NF1451'54 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE TARMAC FOR
 NF1451'LIGHT PLANES, AND 3.5 FEET WEST OF THE HEAVY PLANES TARMAC.
 NF1451'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 NF1451'MASS 42 INCHES BELOW GROUND.
 NF1451'
 NF1451'REFERENCE MARK 1, A STANDARD DISK STAMPED APRON NO 1 1976, IS SET
 NF1451'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 NF1451'TO A LIGHT POLE.  IT IS 8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 NF1451'THE HEAVY PLANES TARMAC.
 NF1451'
 NF1451'REFERENCE MARK 2, A STANDARD DISK STAMPED APRON NO 2 1976, IS SET
 NF1451'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1451'THE GROUND.  IT IS 86.5 FEET NORTH OF THE FENCE CORNER, 41 FEET
 NF1451'NORTHWEST OF THE LIGHT POLE, 26 FEET NORTHEAST OF THE NORTHEAST
 NF1451'CORNER OF THE LIGHT PLANE TARMAC, AND 32 FEET WEST OF THE WEST
 NF1451'EDGE OF THE HEAVY PLANE TARMAC.
 NF1451'
 NF1451'CBL D, A BRASS DISK WITH THE LEGEND REMOVED, IS STAMPED CBL D.  IT
 NF1451'IS A CALIBRATION BASE LINE MARKER ESTABLISHED BY THE MICHIGAN
 NF1451'DEPARTMENT OF TRANSPORTATION.  IT IS ABOUT 2000 FEET NORTHEAST OF
 NF1451'THE TERMINAL BUILDING, 43 FEET SOUTHEAST OF THE EAST EDGE OF THE
 NF1451'NORTHEAST-SOUTHWEST TAXI-STRIP FOR RUNWAY 24, 41.6 FEET SOUTH OF
 NF1451'A BLUE RUNWAY LIGHT, AND 4.9 FEET NORTH OF A METAL WITNESS POST.
 NF1451'
 NF1451'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION AND REFERENCE
 NF1451'MARK 2.
 NF1451'
 NF1451'THE MICHIGAN DEPARTMENT OF TRANSPORTATION REPORTS THAT THE DISK
 NF1451'HAS BEEN RESTAMPED TO READ CBL D 1290.
 NF1451'
 NF1451'NEAREST TOWN--LANSING.
 NF1451'
 NF1451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1451
 NF1451                          STATION RECOVERY (1980)
 NF1451
 NF1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1451'THE STATION AND REFERENCE MARKS ONE AND TWO AS WELL AS CBL D 1290
 NF1451'1976 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1451'
 NF1451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1451'AIRPORT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0905 ***********************************************************************
 QK0905  DESIGNATION -  AR 1
 QK0905  PID         -  QK0905
 QK0905  STATE/COUNTY-  MI/OTSEGO
 QK0905  COUNTRY     -  US
 QK0905  USGS QUAD   -  ELMIRA (2017)
 QK0905
 QK0905                         *CURRENT SURVEY CONTROL
 QK0905  ______________________________________________________________________
 QK0905* NAD 83(2011) POSITION- 45 01 40.14887(N) 084 45 55.04294(W)   ADJUSTED
 QK0905* NAD 83(2011) ELLIP HT-   378.932 (meters)        (06/27/12)   ADJUSTED
 QK0905* NAD 83(2011) EPOCH   -  2010.00
 QK0905* NAVD 88 ORTHO HEIGHT -   413.7   (meters)     1357.    (feet) GPS OBS
 QK0905  ______________________________________________________________________
 QK0905  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0905  GEOID HEIGHT    -        -34.380 (meters)                     GEOID93
 QK0905  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 QK0905  NAD 83(2011) X  -    411,991.312 (meters)                     COMP
 QK0905  NAD 83(2011) Y  - -4,496,838.605 (meters)                     COMP
 QK0905  NAD 83(2011) Z  -  4,489,802.043 (meters)                     COMP
 QK0905  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 QK0905
 QK0905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0905  Standards:
 QK0905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0905  -------------------------------------------------------------------
 QK0905  NETWORK    1.38   3.00           0.62   0.49   1.53      0.02015401
 QK0905  -------------------------------------------------------------------
 QK0905  Click here for local accuracies and other accuracy information.
 QK0905
 QK0905.The horizontal coordinates were established by GPS observations
 QK0905.and adjusted by the National Geodetic Survey in June 2012.
 QK0905
 QK0905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0905.been affixed to the stable North American tectonic plate. See 
 QK0905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0905
 QK0905.The horizontal coordinates are valid at the epoch date displayed above
 QK0905.which is a decimal equivalence of Year/Month/Day.
 QK0905
 QK0905.The orthometric height was determined by GPS observations and a
 QK0905.high-resolution geoid model.
 QK0905
 QK0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0905.GEOID18 height accuracy estimate available here.
 QK0905
 QK0905.Click photographs - Photos may exist for this station.
 QK0905
 QK0905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0905
 QK0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0905
 QK0905.The ellipsoidal height was determined by GPS observations
 QK0905.and is referenced to NAD 83.
 QK0905
 QK0905. The following values were computed from the NAD 83(2011) position.
 QK0905
 QK0905;                    North         East     Units Scale Factor Converg.
 QK0905;SPC MI C     -   190,220.374 5,968,587.883   MT  0.99991379   -0 16 53.7
 QK0905;SPC MI C     -   624,082.59 19,581,981.24   iFT  0.99991379   -0 16 53.7
 QK0905;UTM  16      - 4,988,470.147   676,044.125   MT  0.99998109   +1 34 52.9
 QK0905
 QK0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0905!SPC MI C     -   0.99994059  x   0.99991379  =   0.99985439
 QK0905!UTM  16      -   0.99994059  x   0.99998109  =   0.99992168
 QK0905
 QK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7604488470(NAD 83)
 QK0905
 QK0905                          SUPERSEDED SURVEY CONTROL
 QK0905
 QK0905  NAD 83(2007)-  45 01 40.14912(N)    084 45 55.04388(W) AD(2002.00) 0
 QK0905  ELLIP H (02/10/07)  378.950  (m)                       GP(2002.00)    
 QK0905  ELLIP H (07/17/02)  378.952  (m)                       GP(       ) 4 1
 QK0905  NAD 83(1994)-  45 01 40.14918(N)    084 45 55.04410(W) AD(       ) 1
 QK0905  ELLIP H (02/03/97)  378.993  (m)                       GP(       ) 4 1
 QK0905  NAD 83(1986)-  45 01 40.14232(N)    084 45 55.05030(W) AD(       ) 1
 QK0905
 QK0905.Superseded values are not recommended for survey control.
 QK0905
 QK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0905.See file dsdata.pdf to determine how the superseded data were derived.
 QK0905
 QK0905_MARKER: DB = BENCH MARK DISK
 QK0905_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0905+WITH SETTING: INFORMATION.
 QK0905_STAMPING: AR 1 1983
 QK0905_MARK LOGO: USGS
 QK0905_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0905+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 QK0905
 QK0905  HISTORY     - Date     Condition        Report By
 QK0905  HISTORY     - 1983     MONUMENTED       USGS
 QK0905  HISTORY     - 19910911 GOOD
 QK0905  HISTORY     - 19960812 GOOD             USPSQD
 QK0905  HISTORY     - 20011218 GOOD             MI-137
 QK0905
 QK0905                          STATION DESCRIPTION
 QK0905
 QK0905'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 QK0905'STATION IS LOCATED IN QUAD. 440844.  ABOUT 5 MILES (8.0 KM) SOUTHWEST
 QK0905'OF ELMIRA, 4 MILES (6.4 KM) WEST OF GAYLORD, IN THE NORTHWEST 1/4 OF
 QK0905'SECTION 2, T-30-N, R-4-W, HAYES TOWNSHIP, AND ON THE ELMIRA
 QK0905'QUADRANGLE MAP.  IT IS ON PROPERTY OF THE HAYES TOWNSHIP CEMETERY AT
 QK0905'THE NORTHWEST CORNER POST OF THE FENCE AROUND CEMETERY.
 QK0905'
 QK0905'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 QK0905'STATE ROUTE M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR
 QK0905'3.95 MI (6.36 KM)  TO THE HAYES CEMETERY ON THE LEFT AND THE STATION
 QK0905'AS DESCRIBED, JUST BEFORE REACHING A SIDEROAD RIGHT, BURDO ROAD.
 QK0905'
 QK0905'IT IS 32.0 FT (9.8 MT) SOUTH FROM THE CENTER OF M-32, 1.0 FT (0.3 MT)
 QK0905'NORTH FROM A METAL WITNESS POST AND THE NORTHWEST BRICK CORNER POST
 QK0905'FOR FENCE AROUND CEMETERY.
 QK0905
 QK0905                          STATION RECOVERY (1991)
 QK0905
 QK0905'RECOVERED 1991
 QK0905'RECOVERED IN GOOD CONDITION.
 QK0905
 QK0905                          STATION RECOVERY (1996)
 QK0905
 QK0905'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0905'RECOVERED IN GOOD CONDITION.
 QK0905
 QK0905                          STATION RECOVERY (2001)
 QK0905
 QK0905'RECOVERY NOTE BY OTSEGO COUNTY MICHIGAN 2001 (JSC)
 QK0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0604 ***********************************************************************
 PM0604  DESIGNATION -  ARCA
 PM0604  PID         -  PM0604
 PM0604  STATE/COUNTY-  MI/MANISTEE
 PM0604  COUNTRY     -  US
 PM0604  USGS QUAD   -  BEAR LAKE (2017)
 PM0604
 PM0604                         *CURRENT SURVEY CONTROL
 PM0604  ______________________________________________________________________
 PM0604* NAD 83(2011) POSITION- 44 29 22.25293(N) 086 14 18.65367(W)   ADJUSTED
 PM0604* NAD 83(2011) ELLIP HT-   143.814 (meters)        (06/27/12)   ADJUSTED
 PM0604* NAD 83(2011) EPOCH   -  2010.00
 PM0604* NAVD 88 ORTHO HEIGHT -   179.2   (meters)      588.    (feet) VERTCON3
 PM0604  ______________________________________________________________________
 PM0604  GEOID HEIGHT    -        -35.380 (meters)                     GEOID18
 PM0604  NAD 83(2011) X  -    298,994.722 (meters)                     COMP
 PM0604  NAD 83(2011) Y  - -4,547,809.348 (meters)                     COMP
 PM0604  NAD 83(2011) Z  -  4,447,157.856 (meters)                     COMP
 PM0604  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 PM0604
 PM0604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0604  Standards:
 PM0604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0604  -------------------------------------------------------------------
 PM0604  NETWORK    1.55   3.41           0.69   0.56   1.74     -0.06713169
 PM0604  -------------------------------------------------------------------
 PM0604  Click here for local accuracies and other accuracy information.
 PM0604
 PM0604.The horizontal coordinates were established by GPS observations
 PM0604.and adjusted by the National Geodetic Survey in June 2012.
 PM0604
 PM0604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0604.been affixed to the stable North American tectonic plate. See 
 PM0604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0604
 PM0604.The horizontal coordinates are valid at the epoch date displayed above
 PM0604.which is a decimal equivalence of Year/Month/Day.
 PM0604
 PM0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0604
 PM0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0604.GEOID18 height accuracy estimate available here.
 PM0604
 PM0604.Click photographs - Photos may exist for this station.
 PM0604
 PM0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0604
 PM0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0604
 PM0604.The ellipsoidal height was determined by GPS observations
 PM0604.and is referenced to NAD 83.
 PM0604
 PM0604. The following values were computed from the NAD 83(2011) position.
 PM0604
 PM0604;                    North         East     Units Scale Factor Converg.
 PM0604;SPC MI C     -   132,045.623 5,851,127.622   MT  0.99994389   -1 19 20.2
 PM0604;SPC MI C     -   433,220.55 19,196,612.93   iFT  0.99994389   -1 19 20.2
 PM0604;UTM  16      - 4,926,526.465   560,547.235   MT  0.99964508   +0 32 01.1
 PM0604
 PM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0604!SPC MI C     -   0.99997745  x   0.99994389  =   0.99992134
 PM0604!UTM  16      -   0.99997745  x   0.99964508  =   0.99962254
 PM0604
 PM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6054726526(NAD 83)
 PM0604
 PM0604                          SUPERSEDED SURVEY CONTROL
 PM0604
 PM0604  NAD 83(2007)-  44 29 22.25314(N)    086 14 18.65487(W) AD(2002.00) 0
 PM0604  ELLIP H (02/10/07)  143.833  (m)                       GP(2002.00)    
 PM0604  ELLIP H (07/17/02)  143.834  (m)                       GP(       ) 4 1
 PM0604  NAD 83(1994)-  44 29 22.25298(N)    086 14 18.65437(W) AD(       ) 2
 PM0604  ELLIP H (02/03/97)  143.870  (m)                       GP(       ) 4 1
 PM0604  NAD 83(1986)-  44 29 22.25763(N)    086 14 18.65747(W) AD(       ) 2
 PM0604  NGVD 29 (12/10/93)  179.3    (m)  GEOID93  model used  GPS OBS        
 PM0604
 PM0604.Superseded values are not recommended for survey control.
 PM0604
 PM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0604.See file dsdata.pdf to determine how the superseded data were derived.
 PM0604
 PM0604_MARKER: DD = SURVEY DISK
 PM0604_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PM0604_STAMPING: ARCA 1993
 PM0604_MARK LOGO: NOS
 PM0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0604+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PM0604
 PM0604  HISTORY     - Date     Condition        Report By
 PM0604  HISTORY     - 1993     MONUMENTED       NOS
 PM0604  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0604  HISTORY     - 20051009 MARK NOT FOUND   USPSQD
 PM0604
 PM0604                          STATION DESCRIPTION
 PM0604
 PM0604'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0604'THE STATION IS LOCATED IN THE SOUTHERN PART OF ARCADIA IN GREBE PARK
 PM0604'SOUTHWEST OF THE INTERSECTION OF STATE AND FIRST STREET.
 PM0604'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND M 22 IN
 PM0604'ARCADIA, GO WEST ON STATE STREET 0.3 MI (0.5 KM) TO THE INTERSECTION
 PM0604'OF STATE AND FIRST AND STATION ON LEFT.
 PM0604'IT IS 75 FT (22.9 M) SOUTHWEST OF CENTERLINE INTERSECTION OF STATE AND
 PM0604'FIRST STREETS, 40 FT (12.2 M) WEST OF THE CENTERLINE OF FIRST STREET,
 PM0604'22 FT (6.7 M) SOUTH OF A GRAVEL PARKING LOT GUARD RAIL, 51 FT
 PM0604'(15.5 M) NORTH-NORTHWEST OF A WOODEN PARK SIGN AND 74 WEST-SOUTHWEST
 PM0604'OF A WITNESS SIGN ON A POWER POLE.
 PM0604'IT IS A BRONZE DISK IN A CONCRETE MONUMENT WITH A 4 INCH PVC SLEEVE
 PM0604'AND THREADED CAP, DISK IS 4 CM BELOW GROUND LEVEL.
 PM0604
 PM0604                          STATION RECOVERY (2001)
 PM0604
 PM0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0604
 PM0604                          STATION RECOVERY (2005)
 PM0604
 PM0604'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0196 ***********************************************************************
 SG0196  DESIGNATION -  ARCADIA
 SG0196  PID         -  SG0196
 SG0196  STATE/COUNTY-  MI/HOUGHTON
 SG0196  COUNTRY     -  US
 SG0196  USGS QUAD   -  HANCOCK (2017)
 SG0196
 SG0196                         *CURRENT SURVEY CONTROL
 SG0196  ______________________________________________________________________
 SG0196* NAD 83(1994) POSITION- 47 08 51.22943(N) 088 31 33.30136(W)   ADJUSTED
 SG0196* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 SG0196  ______________________________________________________________________
 SG0196  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 SG0196  LAPLACE CORR    -        -18.72  (seconds)                    DEFLEC18
 SG0196  HORZ ORDER      -  FIRST
 SG0196
 SG0196.The horizontal coordinates were established by classical geodetic methods
 SG0196.and adjusted by the National Geodetic Survey in February 1997.
 SG0196
 SG0196.The orthometric height was scaled from a topographic map.
 SG0196
 SG0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0196.GEOID18 height accuracy estimate available here.
 SG0196
 SG0196.Click photographs - Photos may exist for this station.
 SG0196
 SG0196.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0196
 SG0196. The following values were computed from the NAD 83(1994) position.
 SG0196
 SG0196;                    North         East     Units Scale Factor Converg.
 SG0196;SPC MI N     -   263,896.644 7,884,270.028   MT  1.00001632   -1 06 10.5
 SG0196;SPC MI N     -   865,802.64 25,867,027.65   iFT  1.00001632   -1 06 10.5
 SG0196;UTM  16      - 5,222,692.038   384,312.070   MT  0.99976449   -1 07 07.6
 SG0196
 SG0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0196!SPC MI N     -   0.99994686  x   1.00001632  =   0.99996318
 SG0196!UTM  16      -   0.99994686  x   0.99976449  =   0.99971136
 SG0196
 SG0196:                Primary Azimuth Mark                     Grid Az
 SG0196:SPC MI N     -  KEWEENAW WATERWAY LIGHTHOUSE             161 08 46.2
 SG0196:UTM  16      -  KEWEENAW WATERWAY LIGHTHOUSE             161 09 43.3
 SG0196
 SG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8431222692(NAD 83)
 SG0196
 SG0196|---------------------------------------------------------------------|
 SG0196| PID    Reference Object                     Distance      Geod. Az  |
 SG0196|                                                           dddmmss.s |
 SG0196| SG0181 CALUMET C H COPPER CO STACK         APPROX.12.8 KM 0230721.8 |
 SG0196| SG0171 CALUMET C H COPPER CO H S STK       APPROX.11.5 KM 0282451.8 |
 SG0196| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX.12.4 KM 0291010.8 |
 SG0196| SG0163 GAY ABANDONED MINE STACK            APPROX.28.9 KM 0721030.1 |
 SG0196| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.45.0 KM 1165520.2 |
 SG0196| RL1536 KEWEENAW WATERWAY LIGHTHOUSE        APPROX.21.1 KM 1600235.7 |
 SG0196| CJ1794 ARCADIA RM 1                         26.126 METERS 20544     |
 SG0196| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.16.3 KM 2240040.7 |
 SG0196| CJ1793 ARCADIA AZ MK                                      2353054.4 |
 SG0196| SG0194 EAST QUINCY QUINCY MINE 2 STK       APPROX. 3.8 KM 2493031.2 |
 SG0196| SG0192 HANCOCK QUINCY MINE 6 TALL STK      APPROX. 3.5 KM 2552835.1 |
 SG0196| SG0193 FRANKLIN MINING TOWN TANK           APPROX. 2.4 KM 2834204.0 |
 SG0196| CJ1795 ARCADIA RM 2                         26.036 METERS 31325     |
 SG0196|---------------------------------------------------------------------|
 SG0196
 SG0196                          SUPERSEDED SURVEY CONTROL
 SG0196
 SG0196  NAD 83(1986)-  47 08 51.22516(N)    088 31 33.27678(W) AD(       ) 1
 SG0196  NAD 27      -  47 08 51.49200(N)    088 31 32.83000(W) AD(       ) 1
 SG0196
 SG0196.Superseded values are not recommended for survey control.
 SG0196
 SG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0196.See file dsdata.pdf to determine how the superseded data were derived.
 SG0196
 SG0196_MARKER: DS = TRIANGULATION STATION DISK
 SG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0196_STAMPING: ARCADIA 1939
 SG0196_MARK LOGO: CGS
 SG0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0196+STABILITY: SURFACE MOTION
 SG0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0196+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 SG0196
 SG0196  HISTORY     - Date     Condition        Report By
 SG0196  HISTORY     - 1939     MONUMENTED       CGS
 SG0196  HISTORY     - 1959     GOOD             CGS
 SG0196  HISTORY     - 1962     GOOD             CGS
 SG0196  HISTORY     - 1975     GOOD             NGS
 SG0196  HISTORY     - 1977     GOOD             NGS
 SG0196  HISTORY     - 19940316 GOOD             MIDT
 SG0196  HISTORY     - 20040929 GOOD             GEOCAC
 SG0196
 SG0196                          STATION DESCRIPTION
 SG0196
 SG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0196'ABOUT 3 MILES NORTHEAST OF HANCOCK IN THE RUINED VILLAGE OF
 SG0196'ARCADIA.  IT IS ON UNENCLOSED GROUND IN THE NORTHEAST CORNER
 SG0196'OF SEC. 20, T. 55 N., R. 38 W., 82 FEET SOUTH-SOUTHEAST OF
 SG0196'THE SOUTHEAST CORNER OF THE ABANDONED SCHOOL BUILDING AND
 SG0196'10 PACES WEST OF AN OLD EXCAVATION.  THE MARK IS STAMPED
 SG0196'ARCADIA 1939 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'TO REACH FROM THE HANCOCK END OF THE HANCOCK-HOUGHTON BRIDGE,
 SG0196'GO EAST ON U.S. HIGHWAY 41 FOR 3.15 MILES TO THE TOP OF THE
 SG0196'HILL OR 0.05 MILE PAST THE QUINCY MINE SHAFT HOUSE NO. 6,
 SG0196'TURN RIGHT AND FOLLOW THE GRAVEL ROAD FOR 0.2 MILE TO A FORK,
 SG0196'TAKE THE LEFT FORK AND CONTINUE FOR 0.15 MILE TO A FORK, TAKE
 SG0196'THE RIGHT FORK AND CONTINUE FOR 0.9 MILE TO A FORK, TAKE THE
 SG0196'RIGHT FORK AND CONTINUE FOR 0.1 MILE TO THE SCHOOLHOUSE AND
 SG0196'STATION.
 SG0196'
 SG0196'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SG0196'BRONZE DISKS SET IN CONCRETE.
 SG0196'ALL MARKS ARE WITNESSED BY STANDARD
 SG0196'MARKER POSTS WHICH PROJECT ABOUT 2-1/2 FEET ABOVE THE GROUND.
 SG0196'
 SG0196'REFERENCE MARK NO. 1 LIES 99-1/2 FEET SOUTHEAST OF THE SOUTHWEST
 SG0196'CORNER OF THE ABANDONED SCHOOLHOUSE, STAMPED ARCADIA NO 1 1939
 SG0196'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 56 FEET
 SG0196'EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, STAMPED
 SG0196'ARCADIA NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'AZIMUTH MARK IS WEST OF THE STATION, 1 FOOT SOUTHEAST OF A
 SG0196'BARBED WIRE FENCE AND 24 FEET NORTHWEST OF THE CENTER LINE
 SG0196'OF A GRAVEL ROAD, STAMPED ARCADIA 1939 AND PROJECTS 6 INCHES
 SG0196'ABOVE THE GROUND.
 SG0196'
 SG0196'TO REACH AZIMUTH MARK FROM THE STATION, GO OUT OF THE SCHOOLYARD
 SG0196'TO THE ROAD INTERSECTION, THEN TURN SHARP LEFT ON A GRAVEL
 SG0196'ROAD ALONG THE FENCE LINE AND PROCEED FOR 0.2 MILE TO THE
 SG0196'MARK ON THE LEFT.
 SG0196'
 SG0196'A 64-FOOT TOWER IS NECESSARY TO CLEAR ALL LINES.
 SG0196'
 SG0196'THE KEWEENAW WATERWAYS LIGHTHOUSE IS VISIBLE FROM THE GROUND.
 SG0196'
 SG0196'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 SG0196
 SG0196                          STATION RECOVERY (1959)
 SG0196
 SG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0196'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SG0196'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DIRECTIONS
 SG0196'TO REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS CHECKED
 SG0196'AND FOUND CORRECT.
 SG0196'
 SG0196'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 SG0196'FOUNDATION IS ALL THAT REMAINS OF ABANDONED SCHOOL BUILDING,
 SG0196'WITNESS POST AT REFERENCE MARK NO. 1 HAS BEEN REMOVED, AND
 SG0196'REFERENCE MARK NO. 2 IS ABOUT 4 FEET EAST OF WEST EDGE OF
 SG0196'GRAVEL PIT.
 SG0196
 SG0196                          STATION RECOVERY (1962)
 SG0196
 SG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0196'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SG0196'DESCRIBED.  AZIMUTH MARK WAS NOT FOUND.
 SG0196
 SG0196                          STATION RECOVERY (1975)
 SG0196
 SG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0196'THE STATION AND REFERENCE MARKS WERE RECOVERED AS
 SG0196'DESCRIBED.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 SG0196'
 SG0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0196'3 MILE NE OF HANCOCK.
 SG0196
 SG0196                          STATION RECOVERY (1977)
 SG0196
 SG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0196'STATION MARK, AND REFERENCE MARKS 1 AND 2, RECOVERED IN GOOD
 SG0196'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE FOUNDATION
 SG0196'AND PART OF THE ROCK WALL OF THE OLD SCHOOL BUILDING STILL STANDS.
 SG0196'
 SG0196'TO REACH FROM THE HANCOCK END OF THE HOUGHTON-HANCOCK BRIDGE,
 SG0196'FOLLOW U.S. HIGHWAY 41 TOWARD COPPER HARBOR FOR ABOUT 3 MILES
 SG0196'TO THE OLD FRANKLIN SCHOOL (A PROMINENT 3 STORY BRICK BUILDING) ON
 SG0196'THE LEFT.  CONTINUE AHEAD ON HIGHWAY FOR 0.5 MILE TO A PAVED
 SG0196'ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.0 MILE TO WHERE
 SG0196'THE PAVED ROAD TURNS RIGHT IN THE EAST EDGE OF THE VILLAGE OF
 SG0196'PAAVOLA.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A
 SG0196'CROSSROAD.  TURN LEFT, EAST, ON GRAVELED ROAD FOR 0.3 MILE TO
 SG0196'AN ANGLE CROSSROAD.  TURN SHARP RIGHT AND GO SOUTHWEST ON TRACK
 SG0196'ROAD FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO 50
 SG0196'FEET TO DIM FORK.  TAKE THE RIGHT FORK AROUND TO RIGHT OF OLD
 SG0196'GRAVEL PIT FOR 0.1 MILE TO STATION EAST OF OLD ROCK WALL.
 SG0196'
 SG0196'STATION MARK IS 82 FEET SE OF SE CORNER OF SCHOOL BUILDING.  IT
 SG0196'PROJECTS ABOUT 2 INCHES AND DISK IS STAMPED ARCADIA 1939.
 SG0196'
 SG0196'REFERENCE MARK 1 IS 99-1/2 FEET SE OF SW CORNER OF THE
 SG0196'BUILDING.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 SG0196'ARCADIA NO1 1939.
 SG0196'
 SG0196'REFERENCE MARK 2 IS ABOUT 4 FEET EAST OF EAST BLUFF OF GRAVEL
 SG0196'PIT.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ARCADIA
 SG0196'NO2 1939.
 SG0196'
 SG0196'IT WOULD TAKE A 64 FOOT TOWER TO CLEAR ALL LINES.
 SG0196'
 SG0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0196'ABOUT 3 MILES NORTHEAST OF HANCOCK.
 SG0196
 SG0196                          STATION RECOVERY (1994)
 SG0196
 SG0196'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0196'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF HANCOCK IN THE
 SG0196'SOUTHWEST 1/4 OF SECTION 20, T-55-N, R-33-W AND ON THE HANCOCK
 SG0196'QUADRANGLE MAP.  TO REACH FROM HANCOCK END OF THE PORTAGE LAKE LIFT
 SG0196'BRIDGE, FOLLOW US HIGHWAY 41 FOR 5.02 KM (3.10 MI) TO A PAVED ROAD
 SG0196'(ARCADIAN ROAD) ON THE RIGHT.  TURN RIGHT AND GO EASTERLY 1.83 KM
 SG0196'(1.15 MI) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK TOWARDS PAAVOLA
 SG0196'LOCATION, 0.93 KM (0.55 MI) TO A GRAVEL ROAD ON RIGHT (OPPOSITE
 SG0196'CONCORD STREET) .  TURN RIGHT AND GO 1.14 KM (0.70 MI) TO ROAD ANGLING
 SG0196'LEFT.  CONTINUE STRAIGHT ALONG GRAVEL ROAD 0.08 KM (0.05 MI) TO A
 SG0196'CABLED WOODS ROAD ON RIGHT.  FOLLOW WOODS ROAD 157 M (515.1 FT) TO
 SG0196'STATION ON THE LEFT.  STATION IS A STANDARD BRASS DISK SET IN THE TOP
 SG0196'OF A 1 FT (0.3 M) SQUARE CONCRETE POST, SET IN AN 11 M (36.1 FT)
 SG0196'DIAMETER EARTHEN MOUND, STABILIZED WITH A RIGHT OF PIPE AND TIRES.
 SG0196'REFERENCE MARKS 1 AND 2 WERE DESTROYED.
 SG0196
 SG0196                          STATION RECOVERY (2004)
 SG0196
 SG0196'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0196'THE MARK IS LOCATED ON GATED PRIVATE LAND IN AN OLD GRAVEL PIT. METAL.
 SG0196'
 SG0196'TO REACH FROM HANCOCK END OF THE PORTAGE LAKE LIFT BRIDGE FOLLOW STATE
 SG0196'HWY M-26 EAST 3.1 MILES (TOWARD DOLLAR BAY) TO AIRPORT PARK ROAD,
 SG0196'THENCE 1.75 MILE NORTH MILES ALONG AIRPORT PARK ROAD TO A CROSS ROAD,
 SG0196'THENCE 0.65 MILES WEST (LEFT) ALONG FORSMAN ROAD TO A GATED 2 TRACK
 SG0196'WOODS RD LEFT, FOLLOW WOODS SOUTH ON FOOT ABOUT 500 FT TO THE MARK.
 SG0196'IT IS SET IN A 35 FT BY 5 FT HIGH CIRCULAR MOUND OF EARTH STABLIZED BY
 SG0196'OLD TIRES. THE MARK IS FLUSH WITH THE GROUND SURFACE AND 0.5 FT WEST
 SG0196'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0911 ***********************************************************************
 OJ0911  DESIGNATION -  ARGYLE RESET
 OJ0911  PID         -  OJ0911
 OJ0911  STATE/COUNTY-  MI/SANILAC
 OJ0911  COUNTRY     -  US
 OJ0911  USGS QUAD   -  ARGYLE (2017)
 OJ0911
 OJ0911                         *CURRENT SURVEY CONTROL
 OJ0911  ______________________________________________________________________
 OJ0911* NAD 83(1994) POSITION- 43 35 36.62109(N) 082 54 44.49757(W)   ADJUSTED
 OJ0911* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 OJ0911  ______________________________________________________________________
 OJ0911  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 OJ0911  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 OJ0911  HORZ ORDER      -  FIRST
 OJ0911
 OJ0911.The horizontal coordinates were established by classical geodetic methods
 OJ0911.and adjusted by the National Geodetic Survey in February 1997.
 OJ0911
 OJ0911.The orthometric height was scaled from a topographic map.
 OJ0911
 OJ0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0911.GEOID18 height accuracy estimate available here.
 OJ0911
 OJ0911.Click photographs - Photos may exist for this station.
 OJ0911
 OJ0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0911
 OJ0911. The following values were computed from the NAD 83(1994) position.
 OJ0911
 OJ0911;                    North         East     Units Scale Factor Converg.
 OJ0911;SPC MI S     -   233,564.275 4,117,429.992   MT  0.99998335   +0 59 22.9
 OJ0911;SPC MI S     -   766,286.99 13,508,628.58   iFT  0.99998335   +0 59 22.9
 OJ0911;UTM  17      - 4,828,502.728   345,633.846   MT  0.99989311   -1 19 08.1
 OJ0911
 OJ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0911!SPC MI S     -   0.99996545  x   0.99998335  =   0.99994880
 OJ0911!UTM  17      -   0.99996545  x   0.99989311  =   0.99985857
 OJ0911
 OJ0911:                Primary Azimuth Mark                     Grid Az
 OJ0911:SPC MI S     -  PALMS USLS 1908                          080 05 09.0
 OJ0911:UTM  17      -  PALMS USLS 1908                          082 23 40.0
 OJ0911
 OJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4563328502(NAD 83)
 OJ0911
 OJ0911|---------------------------------------------------------------------|
 OJ0911| PID    Reference Object                     Distance      Geod. Az  |
 OJ0911|                                                           dddmmss.s |
 OJ0911| OJ0908 PALMS USLS 1908                     APPROX.12.8 KM 0810431.9 |
 OJ0911|---------------------------------------------------------------------|
 OJ0911
 OJ0911                          SUPERSEDED SURVEY CONTROL
 OJ0911
 OJ0911  NAD 83(1986)-  43 35 36.61006(N)    082 54 44.52260(W) AD(       ) 1
 OJ0911  NAD 27      -  43 35 36.54600(N)    082 54 44.74400(W) AD(       ) 1
 OJ0911
 OJ0911.Superseded values are not recommended for survey control.
 OJ0911
 OJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0911.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0911
 OJ0911_MARKER: DS = TRIANGULATION STATION DISK
 OJ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0911_STAMPING: ARGYLE USLS 1908 1932
 OJ0911_MARK LOGO: CGS
 OJ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0911+STABILITY: SURFACE MOTION
 OJ0911
 OJ0911  HISTORY     - Date     Condition        Report By
 OJ0911  HISTORY     - 1932     MONUMENTED       CGS
 OJ0911  HISTORY     - 1980     GOOD             MIDH
 OJ0911  HISTORY     - 19940717 GOOD             USPSQD
 OJ0911
 OJ0911                          STATION DESCRIPTION
 OJ0911
 OJ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0911'ABOUT 13 MILES EAST OF CASS CITY, 2 MILES NORTHEAST OF ARGYLE, IN
 OJ0911'NORTHEAST CORNER OF NW 1/4 NW 1/4 SEC. 2, T. 13 N., R. 13 E., ARGYLE
 OJ0911'TOWNSHIP, ON LAND OWNED BY MARSHALL SCHAGENA.
 OJ0911'
 OJ0911'TO REACH FROM ARGYLE, GO NORTH 1.0 MILE TO CROSSROADS, PROCEED EAST
 OJ0911'1.0 MILE TO ANOTHER CROSSROADS, CONTINUE EAST 0.1 MILE TO GAP IN FIELD
 OJ0911'TO SOUTH, AND CONTINUE 150 YARDS SOUTHEAST TO STATION SITE ON TOP OF
 OJ0911'KNOLL.
 OJ0911'
 OJ0911'THE STATION IS 48 FEET NORTH OF EAST-AND-WEST FENCE LINE, 100 FEET
 OJ0911'WEST OF NORTH-AND- SOUTH FENCE LINE, ABOUT 80 FEET SOUTHWEST OF OLD
 OJ0911'PINE STUMP SURROUNDED BY CHERRY BUSHES, AND 1908 WAS REPORTED TO BE 52
 OJ0911'FEET SOUTH OF FENCE, 352 FEET SOUTH OF SECTION-LINE ROAD, 311 FEET
 OJ0911'EAST OF FENCE, 590 FEET FROM SOUTHWEST CORNER OF P. LAWRENCES HOUSE ON
 OJ0911'MAGNETIC BEARING 221 DEG 22 MIN, AND 1,274 FEET FROM CORNER COMMON TO
 OJ0911'SECTIONS 2 AND 3, ARGYLE TOWNSHIP, AND SECTIONS 34 AND 35, APPIN
 OJ0911'TOWNSHIP, ON MAGNETIC BEARING 105 DEG 40 MIN. ORIGINAL SURFACE AND
 OJ0911'UNDERGROUND MARKS WERE LARGE SPIKES SURROUNDED BY 3 OTHERS IN TOPS OF
 OJ0911'CONCRETE MONUMENTS, INSCRIBED U.S.L.S. 1908.  UPPER MARK WAS FLUSH
 OJ0911'WITH GROUND AND LOWER MARK WAS 18 INCHES BELOW SURFACE OF GROUND.  IN
 OJ0911'1932, UPPER MARK WAS FOUND TO HAVE BEEN PLOWED UP, AND WAS REPLACED BY
 OJ0911'STANDARD STATION DISK IN CONCRETE STAMPED ARGYLE U S L S 1908-1932.
 OJ0911'TWO REFERENCE MARKS AND AZIMUTH MARK, STANDARD REFERENCE DISKS IN
 OJ0911'CONCRETE WERE ESTABLISHED IN 1932 AND MARKED IN SIMILAR MANNER.
 OJ0911'
 OJ0911'NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS IN NORTH-AND-SOUTH FENCE
 OJ0911'LINE, ABOUT 40 FEET NORTH OF SOUTHEAST CORNER OF FIELD, AND 100.25
 OJ0911'FEET (SLOPE DISTANCE) FROM STATION IN AZIMUTH 275 DEG 32 MIN.
 OJ0911'
 OJ0911'NO. 2 PROJECTS 3 INCHES ABOVE GROUND, IS IN EAST-AND-WEST FENCE LINE,
 OJ0911'ABOUT 100 FEET WEST OF SOUTHEAST CORNER OF FIELD, AND 60.78 FEET
 OJ0911'(SLOPE DISTANCE) FROM STATION IN AZIMUTH 38 DEG. 20 MIN.
 OJ0911'
 OJ0911'AZIMUTH MARK PROJECTS 4 INCHES ABOVE GROUND, IS 17 FEET WEST OF CENTER
 OJ0911'LINE OF NORTH-AND-SOUTH SECTION-LINE ROAD, 2 FEET EAST OF WEST
 OJ0911'RIGHT-OF-WAY FENCE OF SAME ROAD, ABOUT 45 YARDS SOUTH OF CROSSROADS
 OJ0911'WITH TALL POPLAR TREE IN SOUTHEAST CORNER, AND APPROXIMATELY 0.2 MILE
 OJ0911'FROM STATION IN AZIMUTH 97 DEG 10 MIN 27 SEC.  AZIMUTH FROM STATION TO
 OJ0911'ARGYLE, CATHOLIC CHURCH, CROSS ON TIP OF STEEPLE, DISTANT 2 MILES, IS
 OJ0911'28 DEG 31 MIN 52 SEC.
 OJ0911
 OJ0911                          STATION RECOVERY (1980)
 OJ0911
 OJ0911'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0911'THE STATION WAS FOUND IN GOOD CONDITION 1 MILE EAST OF PREVIOUS
 OJ0911'DESCRIPTION.  OTHERWISE AS DESCRIBED.  REFERENCE MARKS WERE FOUND IN
 OJ0911'GOOD CONDITION AS DESCRIBED IN 1932 AZIMUTH MARK WAS NOT LOCATED.
 OJ0911
 OJ0911                          STATION RECOVERY (1994)
 OJ0911
 OJ0911'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0761 ***********************************************************************
 RJ0761  DESIGNATION -  ARMY
 RJ0761  PID         -  RJ0761
 RJ0761  STATE/COUNTY-  MI/CHIPPEWA
 RJ0761  COUNTRY     -  US
 RJ0761  USGS QUAD   -  PAYMENT OE E (2017)
 RJ0761
 RJ0761                         *CURRENT SURVEY CONTROL
 RJ0761  ______________________________________________________________________
 RJ0761* NAD 83(1994) POSITION- 46 30 59.59308(N) 084 07 08.44453(W)   ADJUSTED
 RJ0761* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0761  ______________________________________________________________________
 RJ0761  GEOID HEIGHT    -        -36.763 (meters)                     GEOID18
 RJ0761  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 RJ0761  HORZ ORDER      -  THIRD
 RJ0761
 RJ0761.The horizontal coordinates were established by classical geodetic methods
 RJ0761.and adjusted by the National Geodetic Survey in February 1997.
 RJ0761
 RJ0761.The orthometric height was scaled from a topographic map.
 RJ0761
 RJ0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0761.GEOID18 height accuracy estimate available here.
 RJ0761
 RJ0761.Click photographs - Photos may exist for this station.
 RJ0761
 RJ0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0761
 RJ0761. The following values were computed from the NAD 83(1994) position.
 RJ0761
 RJ0761;                    North         East     Units Scale Factor Converg.
 RJ0761;SPC MI N     -   196,654.883 8,221,016.608   MT  0.99991096   +2 04 56.5
 RJ0761;SPC MI N     -   645,193.19 26,971,839.27   iFT  0.99991096   +2 04 56.5
 RJ0761;SPC MI C     -   355,647.989 6,019,010.336   MT  1.00029203   +0 10 29.8
 RJ0761;SPC MI C     - 1,166,824.11 19,747,409.24   iFT  1.00029203   +0 10 29.8
 RJ0761;UTM  16      - 5,155,475.719   720,991.698   MT  1.00020034   +2 05 28.4
 RJ0761
 RJ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0761!SPC MI N     -   0.99997817  x   0.99991096  =   0.99988913
 RJ0761!SPC MI C     -   0.99997817  x   1.00029203  =   1.00027020
 RJ0761!UTM  16      -   0.99997817  x   1.00020034  =   1.00017851
 RJ0761
 RJ0761:                Primary Azimuth Mark                     Grid Az
 RJ0761:SPC MI N     -  REF MON 24 IBC ECC 1943                  349 22 09.7
 RJ0761:SPC MI C     -  REF MON 24 IBC ECC 1943                  351 16 36.4
 RJ0761:UTM  16      -  REF MON 24 IBC ECC 1943                  349 21 37.8
 RJ0761
 RJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2099155475(NAD 83)
 RJ0761
 RJ0761|---------------------------------------------------------------------|
 RJ0761| PID    Reference Object                     Distance      Geod. Az  |
 RJ0761|                                                           dddmmss.s |
 RJ0761| RJ0760 TERTIARY 29                           1.161 METERS 07856     |
 RJ0761| RJ0756 CHURCH                              317.134 METERS 23918     |
 RJ0761| RJ0757 RJ0757                              324.519 METERS 29220     |
 RJ0761| RJ0750 HICKLER                             366.589 METERS 32425     |
 RJ0761| RJ0749 REF MON 24 IBC ECC 1943             411.612 METERS 3512706.2 |
 RJ0761|---------------------------------------------------------------------|
 RJ0761
 RJ0761                          SUPERSEDED SURVEY CONTROL
 RJ0761
 RJ0761  NAD 83(1986)-  46 30 59.58721(N)    084 07 08.45391(W) AD(       ) 3
 RJ0761  NAD 27      -  46 30 59.50100(N)    084 07 08.34800(W) AD(       ) 3
 RJ0761
 RJ0761.Superseded values are not recommended for survey control.
 RJ0761
 RJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0761.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0761
 RJ0761_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0761_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0761_MARK LOGO: IBC
 RJ0761_PROJECTION: PROJECTING 3 CENTIMETERS
 RJ0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0761
 RJ0761  HISTORY     - Date     Condition        Report By
 RJ0761  HISTORY     - 1943     MONUMENTED       IBC
 RJ0761
 RJ0761                          STATION DESCRIPTION
 RJ0761
 RJ0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0761'ON CHURCHVILLE POINT, SURGAR ISLAND, ON SAND HILLOCK.  IT IS 45
 RJ0761'FEET W OF HIGHWATER MARK, 8 FEET ABOVE, 35 FEET FROM TOP OF BANK,
 RJ0761'AND 1.160 METERS (3.81 FEET) FROM TERTIARY 29 (U S L S),
 RJ0761'S 78 DEG 56 MIN W.
 RJ0761'
 RJ0761'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0761'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET 1
 RJ0761'ABOVE THE SURFACE OF THE GROUND.
 RJ0761'
 RJ0761'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0761'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0761'2 INCHES ABOVE SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0761'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10
 RJ0761'INCHES LONG SET 22 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0517 ***********************************************************************
 RK0517  DESIGNATION -  ARNOLD
 RK0517  PID         -  RK0517
 RK0517  STATE/COUNTY-  MI/MARQUETTE
 RK0517  COUNTRY     -  US
 RK0517  USGS QUAD   -  ARNOLD (2017)
 RK0517
 RK0517                         *CURRENT SURVEY CONTROL
 RK0517  ______________________________________________________________________
 RK0517* NAD 83(1994) POSITION- 46 04 41.94454(N) 087 29 18.33662(W)   ADJUSTED
 RK0517* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 RK0517  ______________________________________________________________________
 RK0517  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 RK0517  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 RK0517  HORZ ORDER      -  FIRST
 RK0517
 RK0517.The horizontal coordinates were established by classical geodetic methods
 RK0517.and adjusted by the National Geodetic Survey in February 1997.
 RK0517
 RK0517.The orthometric height was scaled from a topographic map.
 RK0517
 RK0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0517.GEOID18 height accuracy estimate available here.
 RK0517
 RK0517.Click photographs - Photos may exist for this station.
 RK0517
 RK0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0517
 RK0517. The following values were computed from the NAD 83(1994) position.
 RK0517
 RK0517;                    North         East     Units Scale Factor Converg.
 RK0517;SPC MI N     -   144,046.122 7,962,221.927   MT  0.99990933   -0 21 10.9
 RK0517;SPC MI N     -   472,592.26 26,122,775.35   iFT  0.99990933   -0 21 10.9
 RK0517;UTM  16      - 5,102,865.160   462,233.391   MT  0.99961753   -0 21 06.5
 RK0517
 RK0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0517!SPC MI N     -   0.99995210  x   0.99990933  =   0.99986143
 RK0517!UTM  16      -   0.99995210  x   0.99961753  =   0.99956965
 RK0517
 RK0517:                Primary Azimuth Mark                     Grid Az
 RK0517:SPC MI N     -  ARNOLD AZ MK                             012 46 43.4
 RK0517:UTM  16      -  ARNOLD AZ MK                             012 46 39.0
 RK0517
 RK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6223302865(NAD 83)
 RK0517
 RK0517|---------------------------------------------------------------------|
 RK0517| PID    Reference Object                     Distance      Geod. Az  |
 RK0517|                                                           dddmmss.s |
 RK0517| CJ1806 ARNOLD RM 1                          29.744 METERS 00656     |
 RK0517| CJ1805 ARNOLD AZ MK                                       0122532.5 |
 RK0517| RK0511 LATHROP TV RELAY MAST               APPROX.21.9 KM 0684824.8 |
 RK0517| RK0557 ALFRED                              APPROX.13.5 KM 2732339.9 |
 RK0517| RK0516 ARNOLD RM 2                          10.671 METERS 29812     |
 RK0517|---------------------------------------------------------------------|
 RK0517
 RK0517                          SUPERSEDED SURVEY CONTROL
 RK0517
 RK0517  NAD 83(1986)-  46 04 41.94133(N)    087 29 18.33278(W) AD(       ) 1
 RK0517  NAD 27      -  46 04 42.11200(N)    087 29 17.84600(W) AD(       ) 1
 RK0517
 RK0517.Superseded values are not recommended for survey control.
 RK0517
 RK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0517.See file dsdata.pdf to determine how the superseded data were derived.
 RK0517
 RK0517_MARKER: DS = TRIANGULATION STATION DISK
 RK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0517_STAMPING: ARNOLD 1954
 RK0517_MARK LOGO: CGS
 RK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0517+STABILITY: SURFACE MOTION
 RK0517
 RK0517  HISTORY     - Date     Condition        Report By
 RK0517  HISTORY     - 1954     MONUMENTED       CGS
 RK0517  HISTORY     - 1956     GOOD             CGS
 RK0517
 RK0517                          STATION DESCRIPTION
 RK0517
 RK0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0517'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL VILLAGE OF
 RK0517'ARNOLD ON THE EAST SIDE OF GRAVEL COUNTY ROUTE 557.  IT IS 46 FEET
 RK0517'SOUTH OF THE CENTER OF A DRIVEWAY, 21 FEET EAST OF THE SOUTHEAST
 RK0517'LEG OF THE ARNOLD FOREST SERVICE LOOKOUT TOWER AND 3 FEET WEST OF A
 RK0517'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RK0517'STAMPED ARNOLD 1954.
 RK0517'
 RK0517'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 RK0517'32 FEET SOUTH OF A SMALL WOODSHED AND 25 FEET WEST OF A SMALL TOOL
 RK0517'SHED.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNOLD NO
 RK0517'1 1954.
 RK0517'
 RK0517'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 RK0517'TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNOLD NO
 RK0517'2 1954.  A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO
 RK0517'REFERENCE MARK NO. 2 AND THE DISTANCE AND DIRECTION ARE SHOWN
 RK0517'ABOVE.
 RK0517'
 RK0517'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 RK0517'
 RK0517'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD, GO NORTH ON
 RK0517'GRAVEL COUNTY ROUTE 557 FOR 2.1 MILES TO THE STATION ON THE RIGHT AS
 RK0517'DESCRIBED.
 RK0517'
 RK0517'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0517
 RK0517                          STATION RECOVERY (1956)
 RK0517
 RK0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0517'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 RK0517'RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE IN GOOD
 RK0517'CONDITION, THE DISTANCES AND DIRECTIONS ARE VERIFIED AND THE
 RK0517'DESCRIPTION IS ENTIRELY ADEQUATE.
 RK0517'
 RK0517'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 RK0517'
 RK0517'AZIMUTH MARK, A STANDARD DISK, STAMPED ARNOLD 1954, SET IN THE TOP OF
 RK0517'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 64 FEET NORTH OF
 RK0517'A POWER LINE POLE, 61 FEET WEST OF THE CENTER OF COUNTY ROAD 557 AND
 RK0517'1 FOOT EAST OF THE EAST EDGE OF A POWER LINE.
 RK0517'
 RK0517'A STANDARD WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 RK0517'
 RK0517'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON COUNTY ROAD 557
 RK0517'(GRAVEL ROAD) FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RK0517'
 RK0517'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION MARK AND
 RK0517'WOULD REQUIRE CONSIDERABLE CLEARING TO BE MADE SO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0839 ***********************************************************************
 OJ0839  DESIGNATION -  ARNOLD
 OJ0839  PID         -  OJ0839
 OJ0839  STATE/COUNTY-  MI/SANILAC
 OJ0839  COUNTRY     -  US
 OJ0839  USGS QUAD   -  SNOVER (2017)
 OJ0839
 OJ0839                         *CURRENT SURVEY CONTROL
 OJ0839  ______________________________________________________________________
 OJ0839* NAD 83(1994) POSITION- 43 28 05.28095(N) 082 59 43.85527(W)   ADJUSTED
 OJ0839* NAVD 88 ORTHO HEIGHT -   256.67  (+/-2cm)      842.1   (feet) VERTCON3
 OJ0839  ______________________________________________________________________
 OJ0839  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 OJ0839  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 OJ0839  HORZ ORDER      -  FIRST
 OJ0839  VERT ORDER      -  THIRD ? (See Below)
 OJ0839
 OJ0839.The horizontal coordinates were established by classical geodetic methods
 OJ0839.and adjusted by the National Geodetic Survey in February 1997.
 OJ0839
 OJ0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0839
 OJ0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0839.GEOID18 height accuracy estimate available here.
 OJ0839
 OJ0839.The vertical order pertains to the NGVD 29 superseded value.
 OJ0839
 OJ0839.Click photographs - Photos may exist for this station.
 OJ0839
 OJ0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0839
 OJ0839. The following values were computed from the NAD 83(1994) position.
 OJ0839
 OJ0839;                    North         East     Units Scale Factor Converg.
 OJ0839;SPC MI S     -   219,524.620 4,110,942.976   MT  0.99995864   +0 55 59.2
 OJ0839;SPC MI S     -   720,225.13 13,487,345.72   iFT  0.99995864   +0 55 59.2
 OJ0839;UTM  17      - 4,814,736.513   338,587.283   MT  0.99992049   -1 22 23.2
 OJ0839
 OJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0839!SPC MI S     -   0.99996513  x   0.99995864  =   0.99992377
 OJ0839!UTM  17      -   0.99996513  x   0.99992049  =   0.99988562
 OJ0839
 OJ0839:                Primary Azimuth Mark                     Grid Az
 OJ0839:SPC MI S     -  ARNOLD AZ MK                             120 18 44.2
 OJ0839:UTM  17      -  ARNOLD AZ MK                             122 37 06.6
 OJ0839
 OJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3858714736(NAD 83)
 OJ0839
 OJ0839|---------------------------------------------------------------------|
 OJ0839| PID    Reference Object                     Distance      Geod. Az  |
 OJ0839|                                                           dddmmss.s |
 OJ0839| CH0751 ARNOLD RM 1                          72.600 METERS 02312     |
 OJ0839| OJ0910 ARGYLE CATHOLIC CHURCH              APPROX.11.6 KM 0244811.5 |
 OJ0839| CH0750 ARNOLD AZ MK                                       1211443.4 |
 OJ0839| CH0752 ARNOLD RM 2                          39.496 METERS 15238     |
 OJ0839| OJ0930 WILMOT                              APPROX.10.5 KM 2742640.4 |
 OJ0839| OJ0924 CASS CITY MUNICIPAL TANK            APPROX.20.9 KM 3142044.8 |
 OJ0839|---------------------------------------------------------------------|
 OJ0839
 OJ0839                          SUPERSEDED SURVEY CONTROL
 OJ0839
 OJ0839  NAD 83(1986)-  43 28 05.26874(N)    082 59 43.88256(W) AD(       ) 1
 OJ0839  NAD 27      -  43 28 05.19900(N)    082 59 44.09600(W) AD(       ) 1
 OJ0839  NGVD 29             256.79   (m)          842.5    (f) LEVELING    3  
 OJ0839
 OJ0839.Superseded values are not recommended for survey control.
 OJ0839
 OJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0839.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0839
 OJ0839_MARKER: DS = TRIANGULATION STATION DISK
 OJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0839_STAMPING: ARNOLD 1932
 OJ0839_MARK LOGO: CGS
 OJ0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0839+STABILITY: SURFACE MOTION
 OJ0839
 OJ0839  HISTORY     - Date     Condition        Report By
 OJ0839  HISTORY     - 1932     MONUMENTED       CGS
 OJ0839  HISTORY     - 1958     GOOD             USGS
 OJ0839  HISTORY     - 1980     GOOD             MIDH
 OJ0839  HISTORY     - 19940717 GOOD             USPSQD
 OJ0839
 OJ0839                          STATION DESCRIPTION
 OJ0839
 OJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0839'ABOUT 8 MILES NORTHWEST OF SANDUSKY, 1-1/2 MILES NORTHWEST OF SNOVER,
 OJ0839'ON LAND OWNED BY WILLIAM E. ARNOLD ABOUT 450 YARDS SOUTHWEST OF
 OJ0839'ARNOLDS HOUSE, 450 YARDS WEST OF ROAD, 117 FEET NORTH OF FENCE CORNER,
 OJ0839'14 FEET WEST OF FENCE AT SMALL ANGLE IN FENCE, 30 FEET SOUTHEAST OF
 OJ0839'BREAK OF SLOPE ON NORTHWEST SIDE OF HILL, AND 25 FEET EAST OF GRAVEL
 OJ0839'PIT ON WEST SLOPE OF HILL.
 OJ0839'
 OJ0839'TO REACH FROM KINGSTON, GO EAST 11.0 MILES ON ROUTE M-46 TO GRAVEL
 OJ0839'ROAD TO NORTH, PROCEED NORTH 3.0 MILES TO SNOVER, PROCEED WEST 1.0
 OJ0839'MILE ON GRAVEL ROAD TO ROAD TO NORTH, PROCEED NORTH 0.6 MILE TO
 OJ0839'ARNOLDS HOUSE WHICH IS ON HILLSIDE 100 YARDS WEST OF ROAD, FOLLOW FARM
 OJ0839'ROAD WEST 1/4 MILE THROUGH PASTURE AND BEAR LEFT AROUND BASE OF HILL
 OJ0839'TO ITS NORTHWEST SIDE, AND CLIMB STEEP SLOPE OF HILL TO LEFT TO
 OJ0839'STATION SITE AT TOP.
 OJ0839'
 OJ0839'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OJ0839'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 2 INCHES.  REFERENCE
 OJ0839'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ0839'
 OJ0839'NO. 1 PROJECTS 5 INCHES, IS 1 FOOT WEST OF FENCE, 12 FEET SOUTHEAST OF
 OJ0839'BREAK OF SLOPE ON NORTHWEST SIDE OF HILL, AND 72.60 FEET FROM STATION
 OJ0839'IN AZIMUTH 203 DEG. 12 MIN.
 OJ0839'
 OJ0839'NO. 2 PROJECTS 4 INCHES, IS 1 FOOT NORTH OF FENCE, 54 FEET EAST OF
 OJ0839'FENCE, 54 FEET EAST OF FENCE CORNER, AND 129.58 FEET FROM STATION IN
 OJ0839'AZIMUTH 332 DEG. 38 MIN.
 OJ0839'
 OJ0839'AZIMUTH MARK PROJECTS 5 INCHES, IS ON RIGHT-OF-WAY OF PUBLIC ROAD, 28
 OJ0839'FEET WEST OF CENTER LINE OF ROAD, 21 FEET NORTH OF CENTER OF GATE, 75
 OJ0839'FEET WEST OF CONCRETE SILO ON EAST SIDE OF ROAD, AND APPROXIMATELY
 OJ0839'0.25 MILE FROM STATION IN AZIMUTH 301 DEG. 14 MIN. 42 SEC.  AZIMUTH
 OJ0839'FROM STATION TO SNOVER, HIGH SCHOOL, BALL ON BELFRY, DISTANT
 OJ0839'APPROXIMATELY 1-1/2 MILES, IS 291 DEG. 38 MIN. 43 SEC.
 OJ0839
 OJ0839                          STATION RECOVERY (1958)
 OJ0839
 OJ0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0839'THE STATION IS 396 MILES NORTH AND 8.3 WEST OF SANDUSKY, 3.6 MILE
 OJ0839'NORTH AND 1.3 MILES WEST OF SNOVER, T 12 N, R 12 E, IN NORTHEAST 1/4
 OJ0839'SEC. 13, 1300 FEET WEST OF ARNOLD ROAD.
 OJ0839'
 OJ0839'TO REACH FROM ARNOLD ROAD, DRIVE WEST TO FARMHOUSE WHICH IS ON
 OJ0839'HILLSIDE 100 YARDS WEST OF ROAD, FOLLOW FARM ROAD WEST 1/4 MILE THRU
 OJ0839'PASTURE AND BEAR RIGHT AROUND BASE OF HILL TO ITS NORTHEAST SIDE AND
 OJ0839'CLIMB STEEP SLOPE OF HILL TO LEFT TO STATION SITE AT AT TOP.
 OJ0839'
 OJ0839'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISCS, STATION MARKS IN
 OJ0839'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJEVTS 2 INCHES, 72 FEET
 OJ0839'NORTH OF BREAK OF SLOPE ON SOUTH SIDE OF HILL, 69 FEET EAST OF A
 OJ0839'NORTH-SOUTH FENCE, IN CONCRETE POST, STANDARD TABLET STAMPED ARNOLD
 OJ0839'1932.
 OJ0839'
 OJ0839'REFERENCE MARK 1 IS 70 FEET NORTH AND 13 FEET EAST OF STATION, 29 FEET
 OJ0839'EAST OF NORTH-SOUTH FENCE AT BREAK OF SLOPE ON NORTHWEST SIDE OF HILL,
 OJ0839'IN CONCRETE POST, PROJECTING 5 INCHES, STANDARD TABLET STAMPED RM NO
 OJ0839'1.
 OJ0839'
 OJ0839'REFERENCE MARK 2 IS 111 FEET SOUTH AND 47 FEET EAST OF STATION, 1 FOOT
 OJ0839'NORTH OF EAST-WEST FENCE, IN CONCRETE POST SET FLUSH WITH GROUND,
 OJ0839'STANDARD TABLET STAMPED RM NO 2.
 OJ0839
 OJ0839                          STATION RECOVERY (1980)
 OJ0839
 OJ0839'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0839'THE STATION IS IN GOOD CONDITION FLUSH WITH GROUND.  THE FARMHOUSE
 OJ0839'FROM THE 1958 DESCRIPTION HAS BEEN REMOVED BUT THE FARM ROAD STILL
 OJ0839'EXISTS.  THE STATION IS ON A HIGH POINT OF THE NORTHWEST SIDE OF HILL
 OJ0839'IN NORTH SIDE OF JUNK PILE, 69 FEET EAST OF NORTH SOUTH FENCE,
 OJ0839'33 FEET SOUTH OF TWO TRACK TRAIL, 4.0 SOUTHEAST OF WITNESS POST.
 OJ0839'IT IS POSSIBLE TO DRIVE IN A FAIRLY STRAIGHT LINE FROM FIELD DRIVE, UP
 OJ0839'VALLEY ON NORTHEAST SIDE OF HILL, IN A WESTERLY DIRECTION TO STATION
 OJ0839'ON TOP, IN DRY CONDITIONS.
 OJ0839'
 OJ0839'REFERENCE MARK 1 IS IN GOOD CONDITION PROJECTING 2 INCHES.
 OJ0839'
 OJ0839'REFERENCE MARK 2 COULD NOT BE LOCATED AND APPEARS TO HAVE BEEN
 OJ0839'DESTROYED BY SHALLOW EXCAVATION FOR EAST/WEST FENCE REMOVAL
 OJ0839'THE SET AZIMUTH MARK WAS SEARCHED FOR BUT NOT LOCATED.
 OJ0839
 OJ0839                          STATION RECOVERY (1994)
 OJ0839
 OJ0839'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0516 ***********************************************************************
 RK0516  DESIGNATION -  ARNOLD RM 2
 RK0516  PID         -  RK0516
 RK0516  STATE/COUNTY-  MI/MARQUETTE
 RK0516  COUNTRY     -  US
 RK0516  USGS QUAD   -  ARNOLD (2017)
 RK0516
 RK0516                         *CURRENT SURVEY CONTROL
 RK0516  ______________________________________________________________________
 RK0516* NAD 83(1994) POSITION- 46 04 42.10782(N) 087 29 18.77432(W)   ADJUSTED
 RK0516* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 RK0516  ______________________________________________________________________
 RK0516  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 RK0516  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 RK0516  HORZ ORDER      -  SECOND
 RK0516
 RK0516.The horizontal coordinates were established by classical geodetic methods
 RK0516.and adjusted by the National Geodetic Survey in February 1997.
 RK0516
 RK0516.The orthometric height was scaled from a topographic map.
 RK0516
 RK0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0516.GEOID18 height accuracy estimate available here.
 RK0516
 RK0516.Click photographs - Photos may exist for this station.
 RK0516
 RK0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0516
 RK0516. The following values were computed from the NAD 83(1994) position.
 RK0516
 RK0516;                    North         East     Units Scale Factor Converg.
 RK0516;SPC MI N     -   144,051.220 7,962,212.554   MT  0.99990933   -0 21 11.2
 RK0516;SPC MI N     -   472,608.99 26,122,744.60   iFT  0.99990933   -0 21 11.2
 RK0516;UTM  16      - 5,102,870.257   462,224.021   MT  0.99961754   -0 21 06.8
 RK0516
 RK0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0516!SPC MI N     -   0.99995210  x   0.99990933  =   0.99986143
 RK0516!UTM  16      -   0.99995210  x   0.99961754  =   0.99956966
 RK0516
 RK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6222402870(NAD 83)
 RK0516
 RK0516                          SUPERSEDED SURVEY CONTROL
 RK0516
 RK0516  NAD 83(1986)-  46 04 42.10461(N)    087 29 18.77048(W) AD(       ) 2
 RK0516  NAD 27      -  46 04 42.27500(N)    087 29 18.28400(W) AD(       ) 2
 RK0516
 RK0516.Superseded values are not recommended for survey control.
 RK0516
 RK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0516.See file dsdata.pdf to determine how the superseded data were derived.
 RK0516
 RK0516_MARKER: DR = REFERENCE MARK DISK
 RK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0516_STAMPING: ARNOLD NO 2 1954
 RK0516_MARK LOGO: CGS
 RK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0516+STABILITY: SURFACE MOTION
 RK0516
 RK0516  HISTORY     - Date     Condition        Report By
 RK0516  HISTORY     - 1954     MONUMENTED       CGS
 RK0516
 RK0516                          STATION DESCRIPTION
 RK0516
 RK0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0516'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL TOWN OF
 RK0516'ARNOLD.  IT IS A FOUR LEGGED WOODEN STRUCTURE ABOUT 110 FEET HIGH
 RK0516'WITH A LOOKOUT CAGE ON TOP.  REFERENCE MARK ARNOLD NO 2 IS AT THE
 RK0516'CENTER OF THE BASE OF THE LOOKOUT TOWER AND A TRAVERSE CONNECTION WAS
 RK0516'MADE TO THIS MARK FROM TRIANGULATION STATION ARNOLD.  THE DISTANCE
 RK0516'IS 10.671 METERS (35.01 FEET).
 RK0516'
 RK0516'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD, GO NORTH ON
 RK0516'GRAVEL COUNTY ROUTE 557 FOR 2.1 MILES TO THE STATION ON THE RIGHT AS
 RK0516'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0772 ***********************************************************************
 NE0772  DESIGNATION -  ARP
 NE0772  PID         -  NE0772
 NE0772  STATE/COUNTY-  MI/GENESEE
 NE0772  COUNTRY     -  US
 NE0772  USGS QUAD   -  FLINT SOUTH (2017)
 NE0772
 NE0772                         *CURRENT SURVEY CONTROL
 NE0772  ______________________________________________________________________
 NE0772* NAD 83(1994) POSITION- 42 58 00.47190(N) 083 44 30.52846(W)   ADJUSTED
 NE0772* NAVD 88 ORTHO HEIGHT -   234.755 (meters)      770.19  (feet) ADJUSTED
 NE0772  ______________________________________________________________________
 NE0772  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 NE0772  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 NE0772  DYNAMIC HEIGHT  -        234.694 (meters)      769.99  (feet) COMP
 NE0772  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 NE0772
 NE0772  HORZ ORDER      -  THIRD
 NE0772  VERT ORDER      -  SECOND    CLASS 0
 NE0772
 NE0772.This mark is at Bishop Intl Airport (FNT)
 NE0772
 NE0772.The horizontal coordinates were established by classical geodetic methods
 NE0772.and adjusted by the National Geodetic Survey in February 1997.
 NE0772
 NE0772.The orthometric height was determined by differential leveling and
 NE0772.adjusted by the NATIONAL GEODETIC SURVEY
 NE0772.in June 1991.
 NE0772
 NE0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0772.GEOID18 height accuracy estimate available here.
 NE0772
 NE0772.Click photographs - Photos may exist for this station.
 NE0772
 NE0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0772
 NE0772.The dynamic height is computed by dividing the NAVD 88
 NE0772.geopotential number by the normal gravity value computed on the
 NE0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0772.degrees latitude (g = 980.6199 gals.).
 NE0772
 NE0772.The modeled gravity was interpolated from observed gravity values.
 NE0772
 NE0772. The following values were computed from the NAD 83(1994) position.
 NE0772
 NE0772;                    North         East     Units Scale Factor Converg.
 NE0772;SPC MI S     -   163,117.533 4,050,973.397   MT  0.99990789   +0 25 30.8
 NE0772;SPC MI S     -   535,162.51 13,290,595.13   iFT  0.99990789   +0 25 30.8
 NE0772;UTM  17      - 4,760,775.772   276,392.823   MT  1.00021515   -1 52 10.3
 NE0772
 NE0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0772!SPC MI S     -   0.99996851  x   0.99990789  =   0.99987640
 NE0772!UTM  17      -   0.99996851  x   1.00021515  =   1.00018365
 NE0772
 NE0772:                Primary Azimuth Mark                     Grid Az
 NE0772:SPC MI S     -  BISHOP AIRPORT ARP STA B                 286 18 23.9
 NE0772:UTM  17      -  BISHOP AIRPORT ARP STA B                 288 36 05.0
 NE0772
 NE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7639260775(NAD 83)
 NE0772
 NE0772|---------------------------------------------------------------------|
 NE0772| PID    Reference Object                     Distance      Geod. Az  |
 NE0772|                                                           dddmmss.s |
 NE0772| NE1523 BISHOP APT STA D                    341.705 METERS 17109     |
 NE0772| NE1524 BISHOP APT STA C                    357.422 METERS 17444     |
 NE0772| NE1538 BISHOP AIRPORT ARP STA B            APPROX. 0.8 KM 2864354.7 |
 NE0772|---------------------------------------------------------------------|
 NE0772
 NE0772                          SUPERSEDED SURVEY CONTROL
 NE0772
 NE0772  NAD 83(1986)-  42 58 00.47009(N)    083 44 30.55469(W) AD(       ) 3
 NE0772  NAD 27      -  42 58 00.37000(N)    083 44 30.70900(W) AD(       ) 3
 NE0772  NGVD 29 (??/??/92)  234.904  (m)          770.68   (f) ADJ UNCH    2 0
 NE0772
 NE0772.Superseded values are not recommended for survey control.
 NE0772
 NE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0772.See file dsdata.pdf to determine how the superseded data were derived.
 NE0772
 NE0772_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0772_STAMPING: ARP 1959
 NE0772_MARK LOGO: CGS
 NE0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0772+STABILITY: SURFACE MOTION
 NE0772
 NE0772  HISTORY     - Date     Condition        Report By
 NE0772  HISTORY     - 1959     MONUMENTED       CGS
 NE0772  HISTORY     - 1959     GOOD             CGS
 NE0772  HISTORY     - 1965     GOOD             CGS
 NE0772  HISTORY     - 1965     GOOD             CGS
 NE0772  HISTORY     - 1971     GOOD             NGS
 NE0772  HISTORY     - 1975     GOOD             NGS
 NE0772  HISTORY     - 1978     GOOD             NGS
 NE0772  HISTORY     - 1978     GOOD             NGS
 NE0772  HISTORY     - 19920615 GOOD             NGS
 NE0772  HISTORY     - 20050128 GOOD             USPSQD
 NE0772  HISTORY     - 20070412 MARK NOT FOUND   ROWEIN
 NE0772
 NE0772                          STATION DESCRIPTION
 NE0772
 NE0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0772'AT BISHOP AIRPORT.
 NE0772'ON RANGE WITH THE CENTER OF A RED AND WHITE CHECKED WATER TANK
 NE0772'AT THE OTTERBURN CHEVROLET PLANT NEAR SWARTZ CREEK AND THE
 NE0772'NORTH GABLE OF THE GLIDE SLOPE INDICATOR BUILDING, 759.0 FEET
 NE0772'NW OF THE NW EDGE OF RUNWAY 4-22, 12 FEET NE OF THE CENTER LINE
 NE0772'OF THE ROAD TO VORTAC PROJECTED, 332.3 FEET EAST OF THE EAST
 NE0772'EDGE OF THE N-S RUNWAY AND 312.8 FEET NNW OF THE NW CORNER OF
 NE0772'THE VORTAC BUILDING.
 NE0772
 NE0772                          STATION RECOVERY (1959)
 NE0772
 NE0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE0772'THE STATION IS LOCATED AT BISHOP AIRPORT IN THE TRIANGLE
 NE0772'FORMED BY RUNWAYS 18-36, 4-22 AND 9-27.  IT IS ON RANGE
 NE0772'WITH THE CENTER OF A RED AND WHITE CHECKED WATER TANK AT THE
 NE0772'OTTERBURN CHEVROLET PLANT NEAR SWARTZ CREEK AND THE
 NE0772'NORTH GABLE OF THE GLIDE SLOPE INDICATOR BUILDING,
 NE0772'759.0 FEET NW OF THE NW EDGE OF RUNWAY 4-22, 12 FEET NE OF THE
 NE0772'CENTER LINE OF THE ROAD TO VORTAC EXTENDED,
 NE0772'332 FEET E OF THE E EDGE OF N-S RWY, 313 FT NNW OF
 NE0772'NW CORNER OF VORTAC.
 NE0772
 NE0772                          STATION RECOVERY (1965)
 NE0772
 NE0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NE0772'RECOVERED IN GOOD CONDITION.
 NE0772
 NE0772                          STATION RECOVERY (1965)
 NE0772
 NE0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE0772'THIS STATION WAS RECOVERED AS DESCRIBED.
 NE0772
 NE0772                          STATION RECOVERY (1971)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE0772'RECOVERED IN GOOD CONDITION AS DESCRIBED
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE0772
 NE0772                          STATION RECOVERY (1975)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE0772'RECOVERED AS DESCRIBED WITH EXCEPTION OF FOLLOWING NOTE.
 NE0772'
 NE0772'THE ILS-GS ANTENNA AND BUILDING FOR RUNWAY 18/36 HAVE BEEN REMOVED.
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE0772
 NE0772                          STATION RECOVERY (1978)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0772'RECOVERED IN GOOD CONDITION.
 NE0772
 NE0772                          STATION RECOVERY (1978)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 NE0772'RECOVERED AS DESCRIBED.
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FLINT.
 NE0772
 NE0772                          STATION RECOVERY (1992)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NE0772'THE STATION IS LOCATED AT BISHOP AIRPORT IN THE TRIANGLE FORMED BY
 NE0772'RUNWAYS 5-23, 9-27, AND 18-36.  IT IS 759.0 FT (231.3 M) NW OF THE NW
 NE0772'EDGE OF RWY 5-23, 332.0 FT (101.2 M) EAST OF THE EAST EDGE OF RWY
 NE0772'18-36, 312.0 FT (95.1 M) NNW OF THE NW CORNER OF THE VORTAC AND 12 FT
 NE0772'(3.7 M) NE OF THE CENTERLINE EXTENDED OF THE ROAD TO THE VORTAC.  IT
 NE0772'IS A STANDARD TOPO DISK STAMPED ARP 1959 SET IN THE TOP OF A CONCRETE
 NE0772'POST FLUSH WITH THE GROUND.
 NE0772
 NE0772                          STATION RECOVERY (2005)
 NE0772
 NE0772'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0772'RECOVERED IN GOOD CONDITION.
 NE0772
 NE0772                          STATION RECOVERY (2007)
 NE0772
 NE0772'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WHF)
 NE0772'THE VORTEC HAS BEEN MOVED FROM THE EAST SIDE SIDE OF RUNWAY 18-36 TO
 NE0772'THE WEST SIDE. A NEW TAXIWAY HAS BEEN BUILT ON THE EAST SIDE OF THE
 NE0772'SAME RUNWAY. THE STATION POSTION IS ABOUT 45 FEET WEST OF THE EAST
 NE0772'EDGE OF THE TAXIWAY AND ABOUT 50 FEET NORTH OF THE NORTH EDGE OF CROSS
 NE0772'OVER A-3 USING A HANDHELD GPS RECEIVER WITH 15 FEET +/- FOR POSTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0035 ***********************************************************************
 OL0035  DESIGNATION -  ARP
 OL0035  PID         -  OL0035
 OL0035  STATE/COUNTY-  MI/MUSKEGON
 OL0035  COUNTRY     -  US
 OL0035  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0035
 OL0035                         *CURRENT SURVEY CONTROL
 OL0035  ______________________________________________________________________
 OL0035* NAD 83(2011) POSITION- 43 10 15.93181(N) 086 14 09.46262(W)   ADJUSTED
 OL0035* NAD 83(2011) ELLIP HT-   156.644 (meters)        (06/27/12)   ADJUSTED
 OL0035* NAD 83(2011) EPOCH   -  2010.00
 OL0035* NAVD 88 ORTHO HEIGHT -   190.418 (meters)      624.73  (feet) ADJUSTED
 OL0035  ______________________________________________________________________
 OL0035  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 OL0035  NAD 83(2011) X  -    305,857.740 (meters)                     COMP
 OL0035  NAD 83(2011) Y  - -4,649,033.557 (meters)                     COMP
 OL0035  NAD 83(2011) Z  -  4,341,490.676 (meters)                     COMP
 OL0035  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 OL0035  DYNAMIC HEIGHT  -        190.377 (meters)      624.60  (feet) COMP
 OL0035  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OL0035
 OL0035  VERT ORDER      -  FIRST     CLASS II
 OL0035
 OL0035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0035  Standards:
 OL0035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0035  -------------------------------------------------------------------
 OL0035  NETWORK   19.04   9.96           3.78   9.49   5.08      0.13035273
 OL0035  -------------------------------------------------------------------
 OL0035  Click here for local accuracies and other accuracy information.
 OL0035
 OL0035.This mark is at Muskegon Airport (MKG)
 OL0035
 OL0035.The horizontal coordinates were established by GPS observations
 OL0035.and adjusted by the National Geodetic Survey in June 2012.
 OL0035
 OL0035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0035.been affixed to the stable North American tectonic plate. See 
 OL0035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0035
 OL0035.The horizontal coordinates are valid at the epoch date displayed above
 OL0035.which is a decimal equivalence of Year/Month/Day.
 OL0035
 OL0035.The orthometric height was determined by differential leveling and
 OL0035.adjusted by the NATIONAL GEODETIC SURVEY
 OL0035.in June 1991.
 OL0035
 OL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0035.GEOID18 height accuracy estimate available here.
 OL0035
 OL0035.Click photographs - Photos may exist for this station.
 OL0035
 OL0035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0035
 OL0035.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0035
 OL0035.The ellipsoidal height was determined by GPS observations
 OL0035.and is referenced to NAD 83.
 OL0035
 OL0035.The dynamic height is computed by dividing the NAVD 88
 OL0035.geopotential number by the normal gravity value computed on the
 OL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0035.degrees latitude (g = 980.6199 gals.).
 OL0035
 OL0035.The modeled gravity was interpolated from observed gravity values.
 OL0035
 OL0035. The following values were computed from the NAD 83(2011) position.
 OL0035
 OL0035;                    North         East     Units Scale Factor Converg.
 OL0035;SPC MI S     -   187,309.485 3,848,024.212   MT  0.99991932   -1 16 19.6
 OL0035;SPC MI S     -   614,532.43 12,624,751.35   iFT  0.99991932   -1 16 19.6
 OL0035;UTM  16      - 4,780,097.881   562,102.543   MT  0.99964744   +0 31 21.9
 OL0035
 OL0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0035!SPC MI S     -   0.99997544  x   0.99991932  =   0.99989476
 OL0035!UTM  16      -   0.99997544  x   0.99964744  =   0.99962288
 OL0035
 OL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6210280097(NAD 83)
 OL0035
 OL0035                          SUPERSEDED SURVEY CONTROL
 OL0035
 OL0035  NAD 83(2007)-  43 10 15.93060(N)    086 14 09.46217(W) AD(2002.00) 0
 OL0035  ELLIP H (02/10/07)  156.715  (m)                       GP(2002.00)    
 OL0035  ELLIP H (07/17/02)  156.674  (m)                       GP(       ) 4 1
 OL0035  NAD 83(1994)-  43 10 15.93160(N)    086 14 09.46669(W) AD(       ) 1
 OL0035  ELLIP H (02/03/97)  156.695  (m)                       GP(       ) 4 1
 OL0035  NAD 83(1991)-  43 10 15.93343(N)    086 14 09.47791(W) AD(       ) 1
 OL0035  NAVD 88             190.42   (m)          624.7    (f) LEVELING    3  
 OL0035  NGVD 29 (??/??/92)  190.555  (m)          625.18   (f) ADJ UNCH    1 2
 OL0035
 OL0035.Superseded values are not recommended for survey control.
 OL0035
 OL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0035.See file dsdata.pdf to determine how the superseded data were derived.
 OL0035
 OL0035_MARKER: DT = TOPOGRAPHIC STATION DISK
 OL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0035_STAMPING: ARP 1952
 OL0035_MARK LOGO: CGS
 OL0035_PROJECTION: PROJECTING 3 CENTIMETERS
 OL0035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0035+STABILITY: SURFACE MOTION
 OL0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0035+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2013
 OL0035
 OL0035  HISTORY     - Date     Condition        Report By
 OL0035  HISTORY     - 1952     MONUMENTED       CGS
 OL0035  HISTORY     - 1968     GOOD             CGS
 OL0035  HISTORY     - 1976     GOOD             NGS
 OL0035  HISTORY     - 1984     GOOD             NGS
 OL0035  HISTORY     - 1987     GOOD             USPSQD
 OL0035  HISTORY     - 19890913 GOOD             NGS
 OL0035  HISTORY     - 19930309 GOOD             MIDT
 OL0035  HISTORY     - 19940720 GOOD             USPSQD
 OL0035  HISTORY     - 20130530 GOOD             SANBRN
 OL0035
 OL0035                          STATION DESCRIPTION
 OL0035
 OL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 OL0035'2 MI S FROM MUSKEGON HEIGHTS.
 OL0035'AT THE MUSKEGON COUNTY AIRPORT, MUSKEGON COUNTY MICHIGAN.  NEAR
 OL0035'THE GEOGRAPHIC CENTER OF THE AIRPORT, 659.6 FT. SW. OF THE CL
 OL0035'OF RUNWAY 14/32, 423.7 FT. SSE OF THE CL OF TAXIWAY D, 36.6 FT.
 OL0035'SSW OF THE ANEMOMETER, 20.5 FT. N. OF AN 18 INCH SQUARE CONCRETE
 OL0035'CABLE SPLICE COVER, 1.0 FT. N. OF A WITNESS SIGN.  A STANDARD
 OL0035'TOPOGRAPHIC DISK STAMPED ARP 1952 SET IN THE TOP OF A ROUND
 OL0035'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OL0035
 OL0035                          STATION RECOVERY (1976)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OL0035'RECOVERED IN GOOD CONDITION.
 OL0035
 OL0035                          STATION RECOVERY (1984)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 OL0035'(0.15 MI) SOUTH ALONG PECK STREET FROM THE MUSKEGON HEIGHTS CITY HALL
 OL0035'AND CENTER AVENUE IN MUSKEGON HEIGHTS, THENCE 3.8 KM (2.35 MI)
 OL0035'SOUTHEAST ALONG AIRLINE HIGHWAY, THENCE 0.6 KM (0.4 MI) WEST ALONG
 OL0035'AIRPORT ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A BLACK TOP ROAD,
 OL0035'THENCE 0.3 KM (0.2 MI) WEST ALONG A BLACK TOP THEN GRAVEL ROAD TO THE
 OL0035'END OF AN OLD METAL HANGER, THENCE ABOUT 0.6 KM (0.4 MI) SOUTHWEST
 OL0035'ACROSS AN OPEN FIELD TO A WEATHER STATION (AN ANEMOMETER) ON TOP OF A
 OL0035'6.09 METERS (20.0 FT) HIGH METAL MAST, AND 10.05 METERS (33.0 FT)
 OL0035'SOUTHWEST OF AN ANEMOMETER ON A METAL MAST.  NOTE, CHECK WITH THE
 OL0035'AIRPORT MANAGER BEFORE ENTERING THE AIRPORT.
 OL0035'THE MARK IS 1.21 METERS  N FROM A WITNESS POST.
 OL0035
 OL0035                          STATION RECOVERY (1987)
 OL0035
 OL0035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0035'RECOVERED IN GOOD CONDITION.
 OL0035
 OL0035                          STATION RECOVERY (1989)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 OL0035'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT, 659.6 FT (201.0
 OL0035'M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14-32, 423.7 FT (129.1 M)
 OL0035'SOUTH-SOUTHEAST OF THE CENTERLINE OF TAXIWAY D, 36.6 FT (11.2 M)
 OL0035'SOUTH-SOUTHWEST OF THE ANEMOMETER, 20.5 FT (6.2 M) NORTH OF A 18 INCH
 OL0035'SQUARE CONCRETE CABLE SPLICE COVER, 1.0 FT (0.3 M) NORTH OF A WITNESS
 OL0035'SIGN.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1952 SET IN THE TOP OF
 OL0035'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OL0035
 OL0035                          STATION RECOVERY (1993)
 OL0035
 OL0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 OL0035'STATION IS LOCATED IN QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP,
 OL0035'T-9-N, R-16-W, IN THE CITY OF NORTON SHORES, AT THE MUSKEGON COUNTY
 OL0035'AIRPORT, MUSKEGON COUNTY. THE STATION IS ABOUT 5 MI (8.0 KM) SOUTH OF
 OL0035'MUSKEGON, ABOUT 6 MI (9.7 KM) NORTHWEST OF FRUITPORT, AND ABOUT 6 MI
 OL0035'(9.7 KM) NORTH OF GRAND HAVEN. THE STATION IS NEAR THE GEOGRAPHIC
 OL0035'CENTER OF THE AIRPORT. ACCESS TO STATION WAS GRANTED BY CHUCK ATTWOOD,
 OL0035'MAINTENANCE SUPERVISOR, PHONE (616) 798-4596 EXTENTION 26. A
 OL0035'MAINTENANCE ESCORT MAY BE NECESSARY TO VISIT STATION. TO REACH THE
 OL0035'STATION FROM THE MUSKEGON HEIGHTS CITY HALL, AT THE INTERSECTION OF
 OL0035'PECK STREET AND CENTER AVENUE, GO SOUTH 0.1 MI (0.2 KM) ALONG PECK
 OL0035'STREET TO AIRLINE HIGHWAY. TURN LEFT AND GO SOUTHEAST 2.35 MI (3.78
 OL0035'KM) ALONG AIRLINE HIGHWAY TO AIRPORT ROAD. TURN RIGHT AND GO WEST 0.4
 OL0035'MI (0.6 KM) ON AIRPORT ROAD TO GRAND HAVEN ROAD. TURN LEFT AND GO
 OL0035'SOUTH 1.0 MI (1.6 KM) ON GRAND HAVEN ROAD TO ELLIS ROAD. TURN RIGHT
 OL0035'AND GO WEST 0.7 MI (1.1 KM) ON ELLIS ROAD TO AIRPORT ENTRANCE. TURN
 OL0035'RIGHT AND GO NORTH 0.2 MI (0.3 KM) TO SINCLAIR AND JOG RIGHT TO GATE
 OL0035'5.  PASS THROUGH GATE AND GO WEST 0.1 MI (0.2 KM) ACROSS HANGER
 OL0035'PARKING LOT TO RUNWAY.  TURN RIGHT AND GO NORTH APPROXIMATELY 660 FT
 OL0035'(201.2 M) FROM CENTERLINE OF RUNWAY 14/32, TO STATION ON THE RIGHT, AS
 OL0035'DESCRIBED. STATION IS A STANDARD TOPOGRAPHIC DISK IN THE TOP OF A
 OL0035'CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 22.5 FT (6.9 M)
 OL0035'SOUTHWEST OF THE CENTER OF A HYDRO THERMOMETER POST, 20.7 FT (6.3 M)
 OL0035'SOUTHWEST OF THE CENTER OF A CEILOMETER POST, 36.4 FT (11.1 M)
 OL0035'SOUTHWEST OF THE CENTER OF METAL ANEMOMETER MAST, 32.5 FT (9.9 M)
 OL0035'SOUTHWEST OF GROUND POINT OF WESTERLY GUY WIRE, AND 3.8 FT (1.2 M)
 OL0035'NORTH OF WITNESS POST WITH SIGN. STATION IS AT THE AIRPORT WEATHER
 OL0035'STATION (NOT WIND SOCK) AS MENTIONED IN THE OLD DESCRIPTION. NOTE ---
 OL0035'THIS STATION IS LOCALLY KNOWN AT THE AIRPORT AS STATION MUSKEGON CO.
 OL0035'AIRPORT CENTER FIELD.
 OL0035
 OL0035                          STATION RECOVERY (1994)
 OL0035
 OL0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0035'RECOVERED IN GOOD CONDITION.
 OL0035
 OL0035                          STATION RECOVERY (2013)
 OL0035
 OL0035'RECOVERY NOTE BY SANBORN MAPPING CO 2013 (AJP)
 OL0035'RECOVERED AS DESCRIBED. CONTACT AIRPORT MANAGER FOR ESCORT TO POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0181 ***********************************************************************
 QL0181  DESIGNATION -  ARP
 QL0181  PID         -  QL0181
 QL0181  STATE/COUNTY-  MI/DELTA
 QL0181  COUNTRY     -  US
 QL0181  USGS QUAD   -  ESCANABA (2017)
 QL0181
 QL0181                         *CURRENT SURVEY CONTROL
 QL0181  ______________________________________________________________________
 QL0181* NAD 83(1986) POSITION- 45 43 18.89   (N) 087 05 32.06   (W)   HD_HELD1
 QL0181* NAVD 88 ORTHO HEIGHT -   180.462 (meters)      592.07  (feet) ADJUSTED
 QL0181  ______________________________________________________________________
 QL0181  GEOID HEIGHT    -        -35.861 (meters)                     GEOID18
 QL0181  DYNAMIC HEIGHT  -        180.461 (meters)      592.06  (feet) COMP
 QL0181  MODELED GRAVITY -    980,607.2   (mgal)                       NAVD 88
 QL0181
 QL0181  VERT ORDER      -  FIRST     CLASS 0
 QL0181
 QL0181.This mark is at Delta County Airport (ESC)
 QL0181
 QL0181.The horizontal coordinates were determined by differentially corrected
 QL0181.hand held GPS observations or other comparable positioning techniques
 QL0181.and have an estimated accuracy of +/- 3 meters.
 QL0181
 QL0181.The orthometric height was determined by differential leveling and
 QL0181.adjusted by the NATIONAL GEODETIC SURVEY
 QL0181.in June 1991.
 QL0181
 QL0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0181.GEOID18 height accuracy estimate available here.
 QL0181
 QL0181.Click photographs - Photos may exist for this station.
 QL0181
 QL0181.The dynamic height is computed by dividing the NAVD 88
 QL0181.geopotential number by the normal gravity value computed on the
 QL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0181.degrees latitude (g = 980.6199 gals.).
 QL0181
 QL0181.The modeled gravity was interpolated from observed gravity values.
 QL0181
 QL0181;                    North         East    Units  Estimated Accuracy
 QL0181;SPC MI N     -   104,322.7   7,992,819.5     MT  (+/- 3 meters HH1 GPS) 
 QL0181
 QL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9282263155(NAD 83)
 QL0181
 QL0181                          SUPERSEDED SURVEY CONTROL
 QL0181
 QL0181  NGVD 29 (??/??/92)  180.48   (m)          592.1    (f) COMPUTED    1 0
 QL0181
 QL0181.Superseded values are not recommended for survey control.
 QL0181
 QL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0181.See file dsdata.pdf to determine how the superseded data were derived.
 QL0181
 QL0181_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0181_STAMPING: ARP 1966
 QL0181_MARK LOGO: CGS
 QL0181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0181+STABILITY: SURFACE MOTION
 QL0181
 QL0181  HISTORY     - Date     Condition        Report By
 QL0181  HISTORY     - 1966     MONUMENTED       CGS
 QL0181  HISTORY     - 1972     GOOD             NGS
 QL0181  HISTORY     - 19900820 GOOD             NGS
 QL0181
 QL0181                          STATION DESCRIPTION
 QL0181
 QL0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0181'AT ESCANABA.
 QL0181'AT ESCANABA, AT THE ESCANABA MUNCIPAL AIRPORT, 0.2 MILE
 QL0181'NORTHEAST OF AND ACROSS THE EAST-WEST RUNWAY FROM THE
 QL0181'ADMINISTRATION BUILDING, ABOUT 225 YARDS SOUTHWEST OF THE
 QL0181'SOUTHWEST CORNER OF THE FAA VOR TAC BUILDING, ABOUT 163 YARDS
 QL0181'NORTH OF THE CENTER LINE OF THE EAST-WEST RUNWAY (RUNWAY NO.
 QL0181'9-27), 65 FEET SOUTH OF THE CENTER OF A DRAINAGE DITCH, ABOUT
 QL0181'MIDWAY BETWEEN THE 7 TH AND 8 TH RUNWAY LIGHTS WEST OF THE EAST
 QL0181'END OF RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP
 QL0181'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 1,
 QL0181'T 38 N, R 23 W.
 QL0181
 QL0181                          STATION RECOVERY (1990)
 QL0181
 QL0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0181'THE STATION IS LOCATED ON THE DELTA COUNTY AIRPORT, IT IS 688.23 FT
 QL0181'(209.77 M) SW OF THE VORTAC, 487.8 FT (148.7 M) NORTH OF THE
 QL0181'CENTERLINE OF RUNWAY 9-27, 432.6 FT (131.9 M) NNW OF THE SEVENTH
 QL0181'RUNWAY LIGHT WEST OF THE EAST END OF RUNWAY 9-27 ON THE NORTH SIDE OF
 QL0181'THE RUNWAY, 224.0 FT (68.3 M) SE OF A WINDSOCK, AND 61.4 FT (18.7 M)
 QL0181'SOUTH OF AN EAST-WEST DRAINAGE DITCH.  THE STATION IS A STANDARD TOPO
 QL0181'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 QL0181'WITH THE GROUND, AND IT IS STAMPED ARP 1966.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0325 ***********************************************************************
 PL0325  DESIGNATION -  ARP
 PL0325  PID         -  PL0325
 PL0325  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0325  COUNTRY     -  US
 PL0325  USGS QUAD   -  MAYFIELD (2017)
 PL0325
 PL0325                         *CURRENT SURVEY CONTROL
 PL0325  ______________________________________________________________________
 PL0325* NAD 83(1994) POSITION- 44 44 32.89720(N) 085 34 55.62803(W)   ADJUSTED
 PL0325* NAVD 88 ORTHO HEIGHT -   188.170 (meters)      617.35  (feet) ADJUSTED
 PL0325  ______________________________________________________________________
 PL0325  GEOID HEIGHT    -        -34.525 (meters)                     GEOID18
 PL0325  LAPLACE CORR    -          6.29  (seconds)                    DEFLEC18
 PL0325  DYNAMIC HEIGHT  -        188.156 (meters)      617.31  (feet) COMP
 PL0325  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 PL0325
 PL0325  HORZ ORDER      -  THIRD
 PL0325  VERT ORDER      -  SECOND    CLASS 0
 PL0325
 PL0325.This mark is at Cherry Capital Airport (TVC)
 PL0325
 PL0325.The horizontal coordinates were established by classical geodetic methods
 PL0325.and adjusted by the National Geodetic Survey in February 1997.
 PL0325
 PL0325.The orthometric height was determined by differential leveling and
 PL0325.adjusted by the NATIONAL GEODETIC SURVEY
 PL0325.in June 1991.
 PL0325
 PL0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0325.GEOID18 height accuracy estimate available here.
 PL0325
 PL0325.Click photographs - Photos may exist for this station.
 PL0325
 PL0325.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0325
 PL0325.The dynamic height is computed by dividing the NAVD 88
 PL0325.geopotential number by the normal gravity value computed on the
 PL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0325.degrees latitude (g = 980.6199 gals.).
 PL0325
 PL0325.The modeled gravity was interpolated from observed gravity values.
 PL0325
 PL0325. The following values were computed from the NAD 83(1994) position.
 PL0325
 PL0325;                    North         East     Units Scale Factor Converg.
 PL0325;SPC MI C     -   159,156.548 5,903,748.528   MT  0.99991882   -0 51 31.0
 PL0325;SPC MI C     -   522,167.15 19,369,253.70   iFT  0.99991882   -0 51 31.0
 PL0325;UTM  16      - 4,955,320.675   612,250.304   MT  0.99975494   +0 59 53.5
 PL0325
 PL0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0325!SPC MI C     -   0.99997591  x   0.99991882  =   0.99989473
 PL0325!UTM  16      -   0.99997591  x   0.99975494  =   0.99973086
 PL0325
 PL0325:                Primary Azimuth Mark                     Grid Az
 PL0325:SPC MI C     -  TRAVERSE CITY AUX PT W01                 280 12 50.8
 PL0325:UTM  16      -  TRAVERSE CITY AUX PT W01                 278 21 26.3
 PL0325
 PL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1225055320(NAD 83)
 PL0325
 PL0325|---------------------------------------------------------------------|
 PL0325| PID    Reference Object                     Distance      Geod. Az  |
 PL0325|                                                           dddmmss.s |
 PL0325| PL0529 TRAVERSE CITY AUX PT W01            APPROX. 7.8 KM 2792119.8 |
 PL0325|---------------------------------------------------------------------|
 PL0325
 PL0325                          SUPERSEDED SURVEY CONTROL
 PL0325
 PL0325  NAD 83(1986)-  44 44 32.90591(N)    085 34 55.62775(W) AD(       ) 3
 PL0325  NGVD 29 (??/??/92)  188.284  (m)          617.73   (f) ADJ UNCH    2 0
 PL0325
 PL0325.Superseded values are not recommended for survey control.
 PL0325
 PL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0325.See file dsdata.pdf to determine how the superseded data were derived.
 PL0325
 PL0325_MARKER: DT = TOPOGRAPHIC STATION DISK
 PL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0325_STAMPING: A R P 1955
 PL0325_MARK LOGO: CGS
 PL0325_PROJECTION: FLUSH
 PL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0325+STABILITY: SURFACE MOTION
 PL0325
 PL0325  HISTORY     - Date     Condition        Report By
 PL0325  HISTORY     - 1955     MONUMENTED       CGS
 PL0325  HISTORY     - 1971     GOOD             NGS
 PL0325  HISTORY     - 19940824 MARK NOT FOUND   USPSQD
 PL0325  HISTORY     - 20111214 MARK NOT FOUND   WOOLPT
 PL0325
 PL0325                          STATION DESCRIPTION
 PL0325
 PL0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0325'2.5 MI SE FROM TRAVERSE CITY.
 PL0325'ABOUT 2.0 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 PL0325'STATION AT TRAVERSE CITY, THENCE 0.6 MILES SOUTH TO THE GEOGRAPHIC
 PL0325'CENETER OF THE RUNWAY AREA OF THE TRAVERSE CITY AIRPORT, 216.14
 PL0325'FEET SOUTHWEST OF RUNWAY LITE NO. 23, 211.22 FEET SOUTHEAST OF
 PL0325'RUNWAY LITE NO. 21 AND 75.05 FEET SOUTH OF RUNWAY LITE NO. 22.
 PL0325'A STANDARD TOPOGRAPHIC DISK, STAMPED ARP 1955 AND SET IN THE TOP
 PL0325'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PL0325
 PL0325                          STATION RECOVERY (1971)
 PL0325
 PL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PL0325'RECOVERED IN GOOD CONDITION.
 PL0325
 PL0325                          STATION RECOVERY (1994)
 PL0325
 PL0325'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0325'MARK NOT FOUND.
 PL0325
 PL0325                          STATION RECOVERY (2011)
 PL0325
 PL0325'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 PL0325'THE AREA HAS BEEN EXCAVATED. STAKEOUT FROM TVC L GAVE A FILL OF 0.8
 PL0325'FEET TO THE PUBLISHED ELEVATION.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0298 ***********************************************************************
 QL0298  DESIGNATION -  ARP
 QL0298  PID         -  QL0298
 QL0298  STATE/COUNTY-  MI/MENOMINEE
 QL0298  COUNTRY     -  US
 QL0298  USGS QUAD   -  MARINETTE WEST (2018)
 QL0298
 QL0298                         *CURRENT SURVEY CONTROL
 QL0298  ______________________________________________________________________
 QL0298* NAD 83(1986) POSITION- 45 07 16.73   (N) 087 38 08.20   (W)   HD_HELD1
 QL0298* NAVD 88 ORTHO HEIGHT -   183.736 (meters)      602.81  (feet) ADJUSTED
 QL0298  ______________________________________________________________________
 QL0298  GEOID HEIGHT    -        -36.953 (meters)                     GEOID18
 QL0298  DYNAMIC HEIGHT  -        183.718 (meters)      602.75  (feet) COMP
 QL0298  MODELED GRAVITY -    980,516.5   (mgal)                       NAVD 88
 QL0298
 QL0298  VERT ORDER      -  SECOND    CLASS I
 QL0298
 QL0298.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0298
 QL0298.The horizontal coordinates were determined by differentially corrected
 QL0298.hand held GPS observations or other comparable positioning techniques
 QL0298.and have an estimated accuracy of +/- 3 meters.
 QL0298
 QL0298.The orthometric height was determined by differential leveling and
 QL0298.adjusted by the NATIONAL GEODETIC SURVEY
 QL0298.in February 2017.
 QL0298
 QL0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0298.GEOID18 height accuracy estimate available here.
 QL0298
 QL0298.Click photographs - Photos may exist for this station.
 QL0298
 QL0298.The dynamic height is computed by dividing the NAVD 88
 QL0298.geopotential number by the normal gravity value computed on the
 QL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0298.degrees latitude (g = 980.6199 gals.).
 QL0298
 QL0298.The modeled gravity was interpolated from observed gravity values.
 QL0298
 QL0298;                    North         East    Units  Estimated Accuracy
 QL0298;SPC MI N     -    37,767.0   7,949,985.1     MT  (+/- 3 meters HH1 GPS) 
 QL0298
 QL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5000996623(NAD 83)
 QL0298
 QL0298                          SUPERSEDED SURVEY CONTROL
 QL0298
 QL0298  NAVD 88 (06/15/91)  183.733  (m)          602.80   (f) SUPERSEDED  2 0
 QL0298  NGVD 29 (??/??/92)  183.763  (m)          602.90   (f) ADJ UNCH    2 0
 QL0298
 QL0298.Superseded values are not recommended for survey control.
 QL0298
 QL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0298.See file dsdata.pdf to determine how the superseded data were derived.
 QL0298
 QL0298_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0298_STAMPING: ARP 1966
 QL0298_MARK LOGO: CGS
 QL0298_PROJECTION: FLUSH
 QL0298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0298+STABILITY: SURFACE MOTION
 QL0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0298+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 QL0298
 QL0298  HISTORY     - Date     Condition        Report By
 QL0298  HISTORY     - 1966     MONUMENTED       CGS
 QL0298  HISTORY     - 1966     GOOD             CGS
 QL0298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0298  HISTORY     - 19900811 GOOD             NGS
 QL0298  HISTORY     - 19901026 GOOD             USPSQD
 QL0298  HISTORY     - 20010331 GOOD             NGS
 QL0298  HISTORY     - 20150827 GOOD             WIDT
 QL0298
 QL0298                          STATION DESCRIPTION
 QL0298
 QL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QL0298'IN MENOMINEE.
 QL0298'BENCH IS LOCATED AT THE MENOMINEE COUNTY AIRPORT 349.9 FEET N
 QL0298'OF THE 5TH RUNWAY LIGHT N OF INTERSECTION RUNWAYS 14-32 AND
 QL0298'18-36 ON N SIDE OF RUNWAY 14-32, 321.3 FEET NE OF THE 6TH
 QL0298'RUNWAY LIGHT AND 329.1 FEET NE OF THE CENTERLINE RUNWAY 14-32.
 QL0298'BENCH IS A TOPO DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 QL0298'POST WHICH IS FLUSH WITH THE GROUND.
 QL0298
 QL0298                          STATION RECOVERY (1966)
 QL0298
 QL0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QL0298'BENCH IS LOCATED AT THE MENOMINEE COUNTY AIRPORT 349.9 FEET N OF THE
 QL0298'6TH RUNWAY LIGHT N OF INTERSECTION RUNWAYS 14-32 AND 18-36 ON N SIDE
 QL0298'OF RUNWAY 14-32, 271 FEET NE OF THE 7TH RUNWAY LIGHT, AND 332.3 FEET
 QL0298'NE OF THE CENTERLINE RUNWAY 14-32. AND 90.2 FEET N OF THE N CORNER OF
 QL0298'A DRAINAGE GRID. BENCH IS A STANDARD TOPO DISK SET IN THE TOP OF A 8
 QL0298'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0298'MARK NOT FOUND.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0298'THIS STATION IS LOCATED THE THE MENOMINEE-MARINETTE TWIN COUNTY
 QL0298'AIRPORT IN THE GRASS TRIANGLE FORMED BY RUNWAY 14-32S INTERSECTION
 QL0298'WITH THE NORTH-SOUTH AND THE EAST-WEST TAXIWAYS.  THE STATION IS 349.8
 QL0298'FT (106.6 M) NORTH OF THE FIFTH RUNWAY LIGHT NORTHWEST OF THE
 QL0298'INTERSECTION OF RWY 14-32 WITH THE NORTH-SOUTH TAXIWAY, 332.3 FT
 QL0298'(101.3 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 14-32, 320.4 FT (97.7
 QL0298'M) EAST OF THE SEVENTH RUNWAY LIGHT, 271.0 FT (82.6 M) NORTHEAST OF
 QL0298'THE SIXTH RUNWAY LIGHT, 90.2 FT (27.5 M) NORTH OF THE NORTH CORNER OF
 QL0298'A STEEL GRATE DRAIN, AND 22 FT (6.7 M) NORTHWEST OF THE LINE FORMED BY
 QL0298'THE SIXTH RWY LT AND ITS OPPOSITE LIGHT ON THE OTHER SIDE OF THE RWY.
 QL0298'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF
 QL0298'AN 8 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 QL0298'ARP 1966.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0298'RECOVERED IN GOOD CONDITION.
 QL0298
 QL0298                          STATION RECOVERY (2001)
 QL0298
 QL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0298
 QL0298                          STATION RECOVERY (2015)
 QL0298
 QL0298'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0298'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0008 ***********************************************************************
 OK0008  DESIGNATION -  ARP
 OK0008  PID         -  OK0008
 OK0008  STATE/COUNTY-  MI/SAGINAW
 OK0008  COUNTRY     -  US
 OK0008  USGS QUAD   -  AUBURN (2017)
 OK0008
 OK0008                         *CURRENT SURVEY CONTROL
 OK0008  ______________________________________________________________________
 OK0008* NAD 83(1986) POSITION- 43 31 54.48   (N) 084 04 53.84   (W)   HD_HELD1
 OK0008* NAVD 88 ORTHO HEIGHT -   202.193 (meters)      663.36  (feet) ADJUSTED
 OK0008  ______________________________________________________________________
 OK0008  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 OK0008  DYNAMIC HEIGHT  -        202.152 (meters)      663.23  (feet) COMP
 OK0008  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 OK0008
 OK0008  VERT ORDER      -  SECOND    CLASS 0
 OK0008
 OK0008.This mark is at Tri City Intl Airport (MBS)
 OK0008
 OK0008.The horizontal coordinates were determined by differentially corrected
 OK0008.hand held GPS observations or other comparable positioning techniques
 OK0008.and have an estimated accuracy of +/- 3 meters.
 OK0008
 OK0008.The orthometric height was determined by differential leveling and
 OK0008.adjusted by the NATIONAL GEODETIC SURVEY
 OK0008.in June 1991.
 OK0008
 OK0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0008.GEOID18 height accuracy estimate available here.
 OK0008
 OK0008.Click photographs - Photos may exist for this station.
 OK0008
 OK0008.The dynamic height is computed by dividing the NAVD 88
 OK0008.geopotential number by the normal gravity value computed on the
 OK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0008.degrees latitude (g = 980.6199 gals.).
 OK0008
 OK0008.The modeled gravity was interpolated from observed gravity values.
 OK0008
 OK0008;                    North         East    Units  Estimated Accuracy
 OK0008;SPC MI S     -   225,733.4   4,023,040.6     MT  (+/- 3 meters HH1 GPS) 
 OK0008
 OK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3581524011(NAD 83)
 OK0008
 OK0008                          SUPERSEDED SURVEY CONTROL
 OK0008
 OK0008  NGVD 29 (??/??/92)  202.371  (m)          663.95   (f) ADJ UNCH    2 0
 OK0008
 OK0008.Superseded values are not recommended for survey control.
 OK0008
 OK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0008.See file dsdata.pdf to determine how the superseded data were derived.
 OK0008
 OK0008_MARKER: DT = TOPOGRAPHIC STATION DISK
 OK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0008_STAMPING: ARP 1955
 OK0008_MARK LOGO: CGS
 OK0008_PROJECTION: RECESSED 3 CENTIMETERS
 OK0008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0008+STABILITY: SURFACE MOTION
 OK0008
 OK0008  HISTORY     - Date     Condition        Report By
 OK0008  HISTORY     - 1955     MONUMENTED       CGS
 OK0008  HISTORY     - 1966     GOOD             CGS
 OK0008  HISTORY     - 1969     GOOD             CGS
 OK0008  HISTORY     - 19910810 GOOD             NGS
 OK0008  HISTORY     - 19940508 GOOD             USPSQD
 OK0008  HISTORY     - 20011203 GOOD             NGS
 OK0008
 OK0008                          STATION DESCRIPTION
 OK0008
 OK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OK0008'1 MI E FROM FREELAND.
 OK0008'AT THE TRI-CITY AIRPORT, 164.34 FEET EAST OF THE CENTERLINE
 OK0008'INTERSECTION OF RUNWAYS 5-23 AND 14-32, 40.32 FEET NORTHEAST
 OK0008'OF THE MIDDLE OF AN UNUSED CONCRETE BASE FOR A RUNWAY LIGHT,
 OK0008'AND 39.92 FEET SOUTHEAST OF THE MIDDLE OF AN UNUSED CONCRETE
 OK0008'BASE FOR A RUNWAY LIGHT.  A STANDARD TOPOGRAPHIC DISK STAMPED
 OK0008'ARP 1955 AND SET IN THE TOP OF A CONCRETE POST.
 OK0008
 OK0008                          STATION RECOVERY (1969)
 OK0008
 OK0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 OK0008'RECOVERED IN GOOD CONDITION.
 OK0008
 OK0008                          STATION RECOVERY (1991)
 OK0008
 OK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0008'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT END OF THE
 OK0008'MIDFIELD INTERSECTION.  IT IS 164.3 FT (50.1 M) EAST OF THE CENTERLINE
 OK0008'INTERSECTION OF RUNWAYS 5-23 AND 14-32, 39.2 FT (11.9 M) SOUTHEAST OF
 OK0008'A RUNWAY LIGHT AT THE EDGE OF RWY 5-23, 37.9 FT (11.6 M) NORTHEAST OF
 OK0008'A RUNWAY LIGHT AT THE EDGE OF RWY 14-32, AND 18.4 FT (5.6 M) NORTH OF
 OK0008'A PK NAIL AND WASHER IN THE CENTERLINE OF THE ASPHALT ROAD LEADING TO
 OK0008'THE VORTAC.  IT IS A CGS TOPO DISK STAMPED ARP 1955 AND SET IN THE TOP
 OK0008'OF A CONCRETE POST 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 OK0008
 OK0008                          STATION RECOVERY (1994)
 OK0008
 OK0008'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0008'RECOVERED IN GOOD CONDITION.
 OK0008
 OK0008                          STATION RECOVERY (2001)
 OK0008
 OK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0702 ***********************************************************************
 NF0702  DESIGNATION -  ARP
 NF0702  PID         -  NF0702
 NF0702  STATE/COUNTY-  MI/KENT
 NF0702  COUNTRY     -  US
 NF0702  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 NF0702
 NF0702                         *CURRENT SURVEY CONTROL
 NF0702  ______________________________________________________________________
 NF0702* NAD 83(1986) POSITION- 42 52 51.58   (N) 085 31 26.93   (W)   HD_HELD1
 NF0702* NAVD 88 ORTHO HEIGHT -   240.255 (meters)      788.24  (feet) ADJUSTED
 NF0702  ______________________________________________________________________
 NF0702  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 NF0702  DYNAMIC HEIGHT  -        240.190 (meters)      788.02  (feet) COMP
 NF0702  MODELED GRAVITY -    980,343.8   (mgal)                       NAVD 88
 NF0702
 NF0702  VERT ORDER      -  SECOND    CLASS 0
 NF0702
 NF0702.This mark is at Gerald R Ford Intl Airport (GRR)
 NF0702
 NF0702.The horizontal coordinates were determined by differentially corrected
 NF0702.hand held GPS observations or other comparable positioning techniques
 NF0702.and have an estimated accuracy of +/- 3 meters.
 NF0702
 NF0702.The orthometric height was determined by differential leveling and
 NF0702.adjusted by the NATIONAL GEODETIC SURVEY
 NF0702.in June 1991.
 NF0702
 NF0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0702.GEOID18 height accuracy estimate available here.
 NF0702
 NF0702.Click photographs - Photos may exist for this station.
 NF0702
 NF0702.The dynamic height is computed by dividing the NAVD 88
 NF0702.geopotential number by the normal gravity value computed on the
 NF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0702.degrees latitude (g = 980.6199 gals.).
 NF0702
 NF0702.The modeled gravity was interpolated from observed gravity values.
 NF0702
 NF0702;                    North         East    Units  Estimated Accuracy
 NF0702;SPC MI S     -   154,047.2   3,905,447.8     MT  (+/- 3 meters HH1 GPS) 
 NF0702
 NF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2052748655(NAD 83)
 NF0702
 NF0702                          SUPERSEDED SURVEY CONTROL
 NF0702
 NF0702  NGVD 29 (??/??/92)  240.385  (m)          788.66   (f) ADJ UNCH    2 0
 NF0702
 NF0702.Superseded values are not recommended for survey control.
 NF0702
 NF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0702.See file dsdata.pdf to determine how the superseded data were derived.
 NF0702
 NF0702_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0702_STAMPING: ARP 1964
 NF0702_MARK LOGO: CGS
 NF0702_PROJECTION: FLUSH
 NF0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0702+STABILITY: SURFACE MOTION
 NF0702
 NF0702  HISTORY     - Date     Condition        Report By
 NF0702  HISTORY     - 1964     MONUMENTED       CGS
 NF0702  HISTORY     - 1983     GOOD             USPSQD
 NF0702  HISTORY     - 19880901 GOOD             NGS
 NF0702  HISTORY     - 19970315 GOOD             USPSQD
 NF0702  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0702  HISTORY     - 20031017 MARK NOT FOUND   INDIV
 NF0702  HISTORY     - 20121024 SEE DESCRIPTION  PREIN
 NF0702
 NF0702                          STATION DESCRIPTION
 NF0702
 NF0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NF0702'12 MI SE FROM GRAND RAPIDS.
 NF0702'THE MARK IS LOCATED ON THE KENT COUNTY AIRPORT.  451.1 FEET NORTH
 NF0702'OF THE NORTH EDGE OF THE EAST-WEST TAXIWAY, 1207.5 FEET WEST OF THE
 NF0702'SOUTH END OF THE NORTH-SOUTH RUNWAY, 386.2 FEET WEST OF THE
 NF0702'ANEMOMETER, AND 479.6 FEET EAST OF A 2 1/2 INCH BRASS PLATE SET
 NF0702'IN THE TAXIWAY LEADING TO THE TERMINAL.  A STANDARD TOPOGRAPHIC DISK
 NF0702'IN A CONCRETE POST SET FLUSH WITH THE GROUND.
 NF0702
 NF0702                          STATION RECOVERY (1983)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0702'THE LOCATION OF THE ANEMOMETER GIVEN IN THE DESCRIPTION OF THE
 NF0702'LOCATION OF THE MARK HAS BEEN CHANGED. THE MARK WAS FOUND TO BE 385
 NF0702'FEET SOUTH SOUTHWEST OF THE NEW LOCATION.
 NF0702
 NF0702                          STATION RECOVERY (1988)
 NF0702
 NF0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NF0702'THE STATION IS LOCATED AT THE KENT COUNTY INTL AIRPORT NEAR MIDFIELD.
 NF0702'IT IS 479 FT (146.0 M) EAST OF THE TAXIWAY LEADING TO THE MAIN RAMP,
 NF0702'387 FT (118.0 M) SOUTH OF AN ANEMOMETER, 276 FT (84.1 M) SOUTHWEST OF
 NF0702'THE SOUTHWEST CORNER OF THE ASR BUILDING.  THE STATION IS A STANDARD
 NF0702'TOPOGRAPHIC DISK STAMPED ARP 1964 SET IN THE TOP OF A CONCRETE POST
 NF0702'AND IS FLUSH WITH THE SURFACE.
 NF0702
 NF0702                          STATION RECOVERY (1997)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0702'RECOVERED IN GOOD CONDITION.
 NF0702
 NF0702                          STATION RECOVERY (1999)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0702'MARK NOT FOUND.
 NF0702
 NF0702                          STATION RECOVERY (2003)
 NF0702
 NF0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0702'MARK NOT FOUND.
 NF0702
 NF0702                          STATION RECOVERY (2012)
 NF0702
 NF0702'RECOVERY NOTE BY PREIN AND NEWHOF 2012 (SB)
 NF0702'THE DESCRIBED LOCATION OF NF0702 ARP IS IN AN AREA WHICH WAS
 NF0702'DISTURBED.  MARK WAS NOT FOUND AND IS PRESUMED DESTROYED DUE TO
 NF0702'SIGNIFICANT CHANGES IN THIS AREA FROM THE LAST REPORTED RECOVERY.
 NF0702'AC9529 ARP GRR 1974 IS LOCATED IN THE SAME GENERAL AREA, BUT HAS NO
 NF0702'GEODETIC CONTROL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0656 ***********************************************************************
 NF0656  DESIGNATION -  ARP
 NF0656  PID         -  NF0656
 NF0656  STATE/COUNTY-  MI/KALAMAZOO
 NF0656  COUNTRY     -  US
 NF0656  USGS QUAD   -  PORTAGE (2017)
 NF0656
 NF0656                         *CURRENT SURVEY CONTROL
 NF0656  ______________________________________________________________________
 NF0656* NAD 83(2011) POSITION- 42 14 07.20235(N) 085 33 10.15532(W)   ADJUSTED
 NF0656* NAD 83(2011) ELLIP HT-   231.592 (meters)        (06/27/12)   ADJUSTED
 NF0656* NAD 83(2011) EPOCH   -  2010.00
 NF0656* NAVD 88 ORTHO HEIGHT -   264.664 (meters)      868.32  (feet) ADJUSTED
 NF0656  ______________________________________________________________________
 NF0656  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 NF0656  NAD 83(2011) X  -    366,736.281 (meters)                     COMP
 NF0656  NAD 83(2011) Y  - -4,715,399.811 (meters)                     COMP
 NF0656  NAD 83(2011) Z  -  4,265,149.230 (meters)                     COMP
 NF0656  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 NF0656  DYNAMIC HEIGHT  -        264.581 (meters)      868.05  (feet) COMP
 NF0656  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 NF0656
 NF0656  VERT ORDER      -  SECOND    CLASS 0
 NF0656
 NF0656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0656  Standards:
 NF0656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0656  -------------------------------------------------------------------
 NF0656  NETWORK   83.84  74.66          17.23  41.56  38.09      0.26521553
 NF0656  -------------------------------------------------------------------
 NF0656  Click here for local accuracies and other accuracy information.
 NF0656
 NF0656.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF0656
 NF0656.The horizontal coordinates were established by GPS observations
 NF0656.and adjusted by the National Geodetic Survey in June 2012.
 NF0656
 NF0656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0656.been affixed to the stable North American tectonic plate. See 
 NF0656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0656
 NF0656.The horizontal coordinates are valid at the epoch date displayed above
 NF0656.which is a decimal equivalence of Year/Month/Day.
 NF0656
 NF0656.The orthometric height was determined by differential leveling and
 NF0656.adjusted by the NATIONAL GEODETIC SURVEY
 NF0656.in June 1991.
 NF0656
 NF0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0656.GEOID18 height accuracy estimate available here.
 NF0656
 NF0656.Click photographs - Photos may exist for this station.
 NF0656
 NF0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0656
 NF0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0656
 NF0656.The ellipsoidal height was determined by GPS observations
 NF0656.and is referenced to NAD 83.
 NF0656
 NF0656.The dynamic height is computed by dividing the NAVD 88
 NF0656.geopotential number by the normal gravity value computed on the
 NF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0656.degrees latitude (g = 980.6199 gals.).
 NF0656
 NF0656.The modeled gravity was interpolated from observed gravity values.
 NF0656
 NF0656. The following values were computed from the NAD 83(2011) position.
 NF0656
 NF0656;                    North         East     Units Scale Factor Converg.
 NF0656;SPC MI S     -    82,369.453 3,902,095.252   MT  0.99997071   -0 48 26.0
 NF0656;SPC MI S     -   270,240.99 12,802,149.78   iFT  0.99997071   -0 48 26.0
 NF0656;UTM  16      - 4,676,919.408   619,410.560   MT  0.99977544   +0 58 22.4
 NF0656
 NF0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0656!SPC MI S     -   0.99996368  x   0.99997071  =   0.99993439
 NF0656!UTM  16      -   0.99996368  x   0.99977544  =   0.99973913
 NF0656
 NF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1941076919(NAD 83)
 NF0656
 NF0656                          SUPERSEDED SURVEY CONTROL
 NF0656
 NF0656  NAD 83(2007)-  42 14 07.20276(N)    085 33 10.15656(W) AD(2002.00) 0
 NF0656  ELLIP H (02/10/07)  231.631  (m)                       GP(2002.00)    
 NF0656  ELLIP H (07/17/02)  231.716  (m)                       GP(       ) 4 1
 NF0656  NAD 83(1994)-  42 14 07.19554(N)    085 33 10.15865(W) AD(       ) 1
 NF0656  ELLIP H (02/03/97)  231.860  (m)                       GP(       ) 4 1
 NF0656  NAD 83(1986)-  42 14 07.19955(N)    085 33 10.16957(W) AD(       ) 1
 NF0656  NAVD 88 (08/18/92)  264.7    (m)  GEOID90  model used  GPS OBS        
 NF0656  NGVD 29 (??/??/92)  264.796  (m)          868.75   (f) ADJ UNCH    2 0
 NF0656
 NF0656.Superseded values are not recommended for survey control.
 NF0656
 NF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0656.See file dsdata.pdf to determine how the superseded data were derived.
 NF0656
 NF0656_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0656_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0656_SP_SET: BASE OF OLD LIGHT
 NF0656_STAMPING: ARP 1957
 NF0656_MARK LOGO: CGS
 NF0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0656+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 NF0656
 NF0656  HISTORY     - Date     Condition        Report By
 NF0656  HISTORY     - 1957     MONUMENTED       CGS
 NF0656  HISTORY     - 1957     GOOD
 NF0656  HISTORY     - 1968     GOOD             CGS
 NF0656  HISTORY     - 1978     GOOD             NGS
 NF0656  HISTORY     - 19900531 GOOD             NGS
 NF0656  HISTORY     - 19910516 GOOD
 NF0656  HISTORY     - 20021017 GOOD             USPSQD
 NF0656  HISTORY     - 20080827 GOOD             WOOLPT
 NF0656  HISTORY     - 20120718 GOOD             WOOLPT
 NF0656
 NF0656                          STATION DESCRIPTION
 NF0656
 NF0656'DESCRIBED 1957
 NF0656'RECOVERED IN GOOD CONDITION.
 NF0656
 NF0656                          STATION RECOVERY (1968)
 NF0656
 NF0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NF0656'AT KALAMAZOO.
 NF0656'THIS STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE
 NF0656'KALAMAZOO MUNICIPAL AIRPORT, 76.7 FEET NE OF THE CENTERLINE
 NF0656'OF THE NW-SE TAXIWAY, 314.5 FEET S OF THE ANEOMOMETER, 631.2
 NF0656'FEET WSW OF THE CENTERLINE OF RUNWAY 17-35 AND 511.3 FEET
 NF0656'N OF THE CENTERLINE OF RUNWAY 9-27.  THE STATION IS A STANDARD
 NF0656'TOPOGRAPHIC DISK SET IN THE BASE OF AN OLD RUNWAY LIGHT AND
 NF0656'FLUSH WITH THE GROUND.  THE DISK IS STAMPED A.R.P. 1957.
 NF0656
 NF0656                          STATION RECOVERY (1978)
 NF0656
 NF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0656'STATION IS LOCATED NEAR THE MIDPOINT OF THE KALAMAZOO COUNTY AIRPORT
 NF0656'IN THE GRASSY AREA BETWEEN TAXIWAY A AND THE VOR, WEST OF RUNWAY
 NF0656'17-35, NORTH OF RUNWAY 9-27, AND NORTHWEST OF TAXIWAY G.
 NF0656'TO REACH, GO TO THE KALAMAZOO COUNTY AIRPORT SOUTHEAST OF KALAMAZOO
 NF0656'AND ON THE EAST SIDE OF PORTAGE ROAD.  AFTER OBTAINING PERMISSION AND
 NF0656'CLEARANCE, PROCEED TO THE GRASSY AREA NORTHEAST OF TAXIWAY A,
 NF0656'SOUTHWEST OF THE VOR, AND NORTHWEST OF TAXIWAY G.
 NF0656'STATION IS MARKED BY A STANDARD CGS TOPO DISK STAMPED ARP 1957 AND SET
 NF0656'IN AN OLD CONCRETE LIGHT BASE, AND IS FLUSH.  IT IS 55.96 M
 NF0656'(183.60 FT) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTHWEST OF
 NF0656'INTERSECTION TAXIWAYS A AND G, 47.64 M (156.30 FT) NORTHWEST OF SIGN
 NF0656'THAT READS TWY G, 33.31 M (109.28 FT) NORTHWEST OF FIRST TAXIWAY
 NF0656'LIGHT NORTHWEST OF INTERSECTION TAXIWAYS A AND G, 12.1 M (39.70 FT)
 NF0656'NORTHEAST EDGE OF TAXIWAY A, AND 9.8 M (32.15 FT) NORTHEAST OF SECOND
 NF0656'TAXIWAY LIGHT NORTHWEST OF INTERSECTION TAXIWAYS A AND G.
 NF0656'DESCRIBED BY PBW.
 NF0656
 NF0656                          STATION RECOVERY (1990)
 NF0656
 NF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF0656'THE STATION IS LOCATED ON KALAMAZOO COUNTY AIRPORT IN THE GRASS AREA
 NF0656'WHERE THE VOR/DME FACILITY IS LOCATED.  THE STATION IS 183.6 FT (56.0
 NF0656'M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTHEAST OF THE INTERSECTION
 NF0656'OF TAXIWAY A AND TAXIWAY G, 32.2 FT (9.8 M) NORTHEAST OF THE 2ND
 NF0656'TAXIWAY LIGHT, 109.3 FT (33.3 M) NORTHWEST OF THE 1ST TAXIWAY LIGHT,
 NF0656'156.3 FT (47.6 M) NORTHWEST OF THE CENTER OF TWY G SIGN AND 39.6 FT
 NF0656'(12.1 M) NORTHEAST OF TAXIWAY A.  THE STATION IS A STANDARD USCGS TOPO
 NF0656'DISK STAMPED ARP 1957 AND SET IN THE BASE OF AN OLD RUNWAY LIGHT AND
 NF0656'FLUSHED WITH THE GROUND.
 NF0656
 NF0656                          STATION RECOVERY (1991)
 NF0656
 NF0656'RECOVERED 1991
 NF0656'RECOVERED IN GOOD CONDITION.
 NF0656
 NF0656                          STATION RECOVERY (2002)
 NF0656
 NF0656'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0656'RECOVERED IN GOOD CONDITION.
 NF0656
 NF0656                          STATION RECOVERY (2008)
 NF0656
 NF0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 NF0656'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NF0656'
 NF0656'ADDITIONAL TIES--THE STATION IS 32.0 FT (9.8 M) SOUTHWEST OF THE
 NF0656'NORTHEAST EDGE OF TAXIWAY --B-- SHOULDER, 49.1 FT (15.0 M) NORTHWEST
 NF0656'OF TAXIWAY LIGHT --A031--, 145.2 FT (44.3 M) SOUTH-SOUTHEAST OF THE
 NF0656'CENTER OF TAXIWAY --G A-- SIGN, AND 305 FT (93.0 M) NORTHEAST OF A
 NF0656'WEATHER MONITORING STATION POLE.
 NF0656
 NF0656                          STATION RECOVERY (2012)
 NF0656
 NF0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 NF0656'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, BUT ALL OF
 NF0656'THE 2008 WOOLPERT TIES ARE REVERSED.  A REVISED DESCRIPTION OF THE
 NF0656'TIES IS FOUND BELOW--
 NF0656'
 NF0656'THE STATION IS 32.0 FT (9.8 M) NORTHEAST OF THE NORTHEAST EDGE OF
 NF0656'TAXIWAY --B-- SHOULDER, 49.1 FT (15.0 M) SOUTHEAST OF TAXIWAY LIGHT
 NF0656'--A031--, 145.2 FT (44.3 M) NORTH-NORTHWEST OF THE CENTER OF TAXIWAY
 NF0656'--G A-- SIGN, AND 305 FT (93.0 M) SOUTHWEST OF A WEATHER MONITORING
 NF0656'STATION POLE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0043 ***********************************************************************
 QJ0043  DESIGNATION -  ARP
 QJ0043  PID         -  QJ0043
 QJ0043  STATE/COUNTY-  MI/ALPENA
 QJ0043  COUNTRY     -  US
 QJ0043  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0043
 QJ0043                         *CURRENT SURVEY CONTROL
 QJ0043  ______________________________________________________________________
 QJ0043* NAD 83(2011) POSITION- 45 04 48.82963(N) 083 33 35.97229(W)   ADJUSTED
 QJ0043* NAD 83(2011) ELLIP HT-   170.375 (meters)        (06/27/12)   ADJUSTED
 QJ0043* NAD 83(2011) EPOCH   -  2010.00
 QJ0043* NAVD 88 ORTHO HEIGHT -   206.841 (meters)      678.61  (feet) ADJUSTED
 QJ0043  ______________________________________________________________________
 QJ0043  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 QJ0043  NAD 83(2011) X  -    506,011.574 (meters)                     COMP
 QJ0043  NAD 83(2011) Y  - -4,482,934.395 (meters)                     COMP
 QJ0043  NAD 83(2011) Z  -  4,493,769.351 (meters)                     COMP
 QJ0043  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 QJ0043  DYNAMIC HEIGHT  -        206.825 (meters)      678.56  (feet) COMP
 QJ0043  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 QJ0043
 QJ0043  VERT ORDER      -  SECOND    CLASS 0
 QJ0043
 QJ0043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0043  Standards:
 QJ0043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0043  -------------------------------------------------------------------
 QJ0043  NETWORK    2.90   3.39           0.89   1.37   1.73      0.05128784
 QJ0043  -------------------------------------------------------------------
 QJ0043  Click here for local accuracies and other accuracy information.
 QJ0043
 QJ0043.This mark is at Alpena Airport (APN)
 QJ0043
 QJ0043.The horizontal coordinates were established by GPS observations
 QJ0043.and adjusted by the National Geodetic Survey in June 2012.
 QJ0043
 QJ0043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0043.been affixed to the stable North American tectonic plate. See 
 QJ0043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0043
 QJ0043.The horizontal coordinates are valid at the epoch date displayed above
 QJ0043.which is a decimal equivalence of Year/Month/Day.
 QJ0043
 QJ0043.The orthometric height was determined by differential leveling and
 QJ0043.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0043.in June 1991.
 QJ0043
 QJ0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0043.GEOID18 height accuracy estimate available here.
 QJ0043
 QJ0043.Click photographs - Photos may exist for this station.
 QJ0043
 QJ0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0043
 QJ0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0043
 QJ0043.The ellipsoidal height was determined by GPS observations
 QJ0043.and is referenced to NAD 83.
 QJ0043
 QJ0043.The dynamic height is computed by dividing the NAVD 88
 QJ0043.geopotential number by the normal gravity value computed on the
 QJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0043.degrees latitude (g = 980.6199 gals.).
 QJ0043
 QJ0043.The modeled gravity was interpolated from observed gravity values.
 QJ0043
 QJ0043. The following values were computed from the NAD 83(2011) position.
 QJ0043
 QJ0043;                    North         East     Units Scale Factor Converg.
 QJ0043;SPC MI C     -   196,283.123 6,063,508.483   MT  0.99991555   +0 34 11.4
 QJ0043;SPC MI C     -   643,973.50 19,893,400.53   iFT  0.99991555   +0 34 11.4
 QJ0043;UTM  17      - 4,995,051.396   298,515.325   MT  1.00009920   -1 48 48.0
 QJ0043
 QJ0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0043!SPC MI C     -   0.99997329  x   0.99991555  =   0.99988884
 QJ0043!UTM  17      -   0.99997329  x   1.00009920  =   1.00007249
 QJ0043
 QJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9851595051(NAD 83)
 QJ0043
 QJ0043                          SUPERSEDED SURVEY CONTROL
 QJ0043
 QJ0043  NAD 83(2007)-  45 04 48.83023(N)    083 33 35.97301(W) AD(2002.00) 0
 QJ0043  ELLIP H (02/10/07)  170.433  (m)                       GP(2002.00)    
 QJ0043  ELLIP H (07/12/02)  170.433  (m)                       GP(       ) 4 1
 QJ0043  NAD 83(1994)-  45 04 48.83014(N)    083 33 35.97332(W) AD(       ) 1
 QJ0043  ELLIP H (02/03/97)  170.412  (m)                       GP(       ) 4 1
 QJ0043  NAD 83(1986)-  45 04 48.82176(N)    083 33 35.97409(W) AD(       ) 1
 QJ0043  NAVD 88             206.84   (m)          678.6    (f) LEVELING    3  
 QJ0043  NGVD 29 (??/??/92)  206.983  (m)          679.08   (f) ADJ UNCH    2 0
 QJ0043
 QJ0043.Superseded values are not recommended for survey control.
 QJ0043
 QJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0043.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0043
 QJ0043_MARKER: DT = TOPOGRAPHIC STATION DISK
 QJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0043_STAMPING: ARP 1966
 QJ0043_MARK LOGO: CGS
 QJ0043_PROJECTION: FLUSH
 QJ0043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0043+STABILITY: SURFACE MOTION
 QJ0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0043+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2023
 QJ0043
 QJ0043  HISTORY     - Date     Condition        Report By
 QJ0043  HISTORY     - 1966     MONUMENTED       CGS
 QJ0043  HISTORY     - 1984     GOOD             DMA
 QJ0043  HISTORY     - 19900818 GOOD             NGS
 QJ0043  HISTORY     - 19920607 GOOD             MIDT
 QJ0043  HISTORY     - 19990805 GOOD             USPSQD
 QJ0043  HISTORY     - 20120719 GOOD             WOOLPT
 QJ0043  HISTORY     - 20160609 GOOD             MIDT
 QJ0043  HISTORY     - 20230922 GOOD             WILWRK
 QJ0043
 QJ0043                          STATION DESCRIPTION
 QJ0043
 QJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0043'6.5 MI W FROM ALPENA.
 QJ0043'THE STATION IS LOCATED NEAR THE CENTER OF THE FIELD OF PHELPS
 QJ0043'COLLINS AIRPORT, 350 FT NW OF THE NW EDGE OF RUNWAY 6-24 AND
 QJ0043'300 FT E OF THE E EDGE OF RUNWAY 18-36.  IT IS A STANDARD
 QJ0043'TOPOGRAPHIC DISK STAMPED ARP 1966 SET IN THE TOP OF A CONCRETE
 QJ0043'POST WHICH IS FLUSH WITH THE GROUND.
 QJ0043
 QJ0043                          STATION RECOVERY (1984)
 QJ0043
 QJ0043'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 QJ0043'RECOVERED IN GOOD CONDITION.
 QJ0043
 QJ0043                          STATION RECOVERY (1990)
 QJ0043
 QJ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0043'THE STATION IS LOCATED NEAR THE CENTER OF THE FIELD OF THE
 QJ0043'PHELPS-COLLINS AIRPORT, 350 FT (106.7 M) NW OF THE NW EDGE OF RWY
 QJ0043'7-25, AND 300 FT (91.4 M) E OF THE E EDGE OF RWY 1-19.  THE STATION IS
 QJ0043'A STANDARD DISK STAMPED ARP 1966 AND SET IN THE TOP OF A CONCRETE POST
 QJ0043'AND SET FLUSH WITH THE GROUND.
 QJ0043
 QJ0043                          STATION RECOVERY (1992)
 QJ0043
 QJ0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0043'STATION IS LOCATED IN QUAD 450833 AND ON THE LAKE WINYAH QUADRANGLE
 QJ0043'MAP. IT IS IN THE SOUTHEAST 1/4 OF SECTION 15,T-31-N, R-7-E, MAPLE
 QJ0043'RIDGE TOWNSHIP, ABOUT 14.25 MILES (22.93 KM) WEST OF POSEN, ABOUT 7.25
 QJ0043'MILES (11.67 KM) NORTHEAST OF HERRON, AND ABOUT 6.25 MILES (10.06 KM)
 QJ0043'WEST OF ALPENA, ON THE PHELPS-COLLINS (ALPENA COUNTY REGIONAL)AIRPORT.
 QJ0043'CONTACT COMBAT READINESS TRAINING CENTER/OTM PHELPH-COLLINS MIKE
 QJ0043'PREUSS, AIRFIELD MANAGER AIR NATIONAL GUARD, ALPENA, MICHIGAN 49707,
 QJ0043'PHONE 517-354-6509 BEFORE ACCESSING STATION. TO REACH FROM THE
 QJ0043'INTERSECTION OF STATE HIGHWAY M-32 AND AIRPORT ROAD, 6.8 MILES (10.9
 QJ0043'KM) WEST OF ALPENA, GO NORTH ON AIRPORT ROAD FOR 0.5 MILES (0.8 KM) TO
 QJ0043'GUARD ENTRANCE POST AND ESCORT TO STATION. STATION IS 10 CM ABOVE
 QJ0043'GROUND SURFACE.  IT IS 350 FT (106.7 M) NORTHWEST OF THE NORTHWEST
 QJ0043'EDGE OF NORTHEAST/SOUTHWEST RUNWAY, 300 FT (91.4 M) EAST OF THE EAST
 QJ0043'EDGE OF NORTH/SOUTH RUNWAY, AND 3 FT (0.9 M) SOUTHWEST OF A FIBERGLAS
 QJ0043'ROD.
 QJ0043
 QJ0043                          STATION RECOVERY (1999)
 QJ0043
 QJ0043'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0043'RECOVERED IN GOOD CONDITION.
 QJ0043
 QJ0043                          STATION RECOVERY (2012)
 QJ0043
 QJ0043'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0043'RECOVERED IN GOOD CONDITION.
 QJ0043
 QJ0043                          STATION RECOVERY (2016)
 QJ0043
 QJ0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QJ0043'RECOVERED IN GOOD CONDITION.
 QJ0043
 QJ0043                          STATION RECOVERY (2023)
 QJ0043
 QJ0043'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QJ0043'RECOVERED AS DESCRIBED.  NO OTHER WITNESSES BESIDES RUNWAYS ARE
 QJ0043'AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0128 ***********************************************************************
 NF0128  DESIGNATION -  ARP
 NF0128  PID         -  NF0128
 NF0128  STATE/COUNTY-  MI/JACKSON
 NF0128  COUNTRY     -  US
 NF0128  USGS QUAD   -  JACKSON NORTH (2017)
 NF0128
 NF0128                         *CURRENT SURVEY CONTROL
 NF0128  ______________________________________________________________________
 NF0128* NAD 83(1986) POSITION- 42 15 32.80   (N) 084 27 36.90   (W)   HD_HELD1
 NF0128* NAVD 88 ORTHO HEIGHT -   302.471 (meters)      992.36  (feet) ADJUSTED
 NF0128  ______________________________________________________________________
 NF0128  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 NF0128  DYNAMIC HEIGHT  -        302.363 (meters)      992.00  (feet) COMP
 NF0128  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 NF0128
 NF0128  VERT ORDER      -  SECOND    CLASS 0
 NF0128
 NF0128.This mark is at Jackson Co-Reynolds Fld Airport (JXN)
 NF0128
 NF0128.The horizontal coordinates were determined by differentially corrected
 NF0128.hand held GPS observations or other comparable positioning techniques
 NF0128.and have an estimated accuracy of +/- 3 meters.
 NF0128
 NF0128.The orthometric height was determined by differential leveling and
 NF0128.adjusted by the NATIONAL GEODETIC SURVEY
 NF0128.in June 1991.
 NF0128
 NF0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0128.GEOID18 height accuracy estimate available here.
 NF0128
 NF0128.Click photographs - Photos may exist for this station.
 NF0128
 NF0128.The dynamic height is computed by dividing the NAVD 88
 NF0128.geopotential number by the normal gravity value computed on the
 NF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0128.degrees latitude (g = 980.6199 gals.).
 NF0128
 NF0128.The modeled gravity was interpolated from observed gravity values.
 NF0128
 NF0128;                    North         East    Units  Estimated Accuracy
 NF0128;SPC MI S     -    84,325.1   3,992,278.3     MT  (+/- 3 meters HH1 GPS) 
 NF0128
 NF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0948781669(NAD 83)
 NF0128
 NF0128                          SUPERSEDED SURVEY CONTROL
 NF0128
 NF0128  NGVD 29 (??/??/92)  302.588  (m)          992.74   (f) ADJ UNCH    2 0
 NF0128
 NF0128.Superseded values are not recommended for survey control.
 NF0128
 NF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0128.See file dsdata.pdf to determine how the superseded data were derived.
 NF0128
 NF0128_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0128_STAMPING: ARP 1958
 NF0128_MARK LOGO: CGS
 NF0128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0128+STABILITY: SURFACE MOTION
 NF0128
 NF0128  HISTORY     - Date     Condition        Report By
 NF0128  HISTORY     - 1958     MONUMENTED       CGS
 NF0128  HISTORY     - 1970     GOOD             NGS
 NF0128  HISTORY     - 1985     GOOD             NGS
 NF0128  HISTORY     - 19900917 GOOD             NGS
 NF0128
 NF0128                          STATION DESCRIPTION
 NF0128
 NF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0128'2.5 MI W FROM JACKSON.
 NF0128'LOCATED AT REYNOLDS MUNICIPAL AIRPORT, JACKSON, MICHIGAN-- 77
 NF0128'FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13-31-- 170 FEET
 NF0128'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 5-23 AND 308 FEET
 NF0128'SOUTH EAST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31.  THE
 NF0128'MARK IS A STANDARD TOPOGRAPHIC DISC SET IN A CONCRETE POST
 NF0128'FLUSH WITH THE GROUND AND IS STAMPED ARP 1958.
 NF0128
 NF0128                          STATION RECOVERY (1970)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0128'RECOVERED IN GOOD CONDITION.
 NF0128
 NF0128                          STATION RECOVERY (1985)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0128'RECOVERED IN GOOD CONDITION.
 NF0128
 NF0128                          STATION RECOVERY (1990)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF0128'THE STATION IS LOCATED IN THE MIDFIELD GRASS AREA EAST OF THE
 NF0128'INTERSECTION OF THE RUNWAYS.  IT IS 187.7 FT (57.2 M) SOUTHWEST OF THE
 NF0128'FIRST RUNWAY LIGHT EAST OF THE INTERSECTION, 174.8 FT (53.3 M) EAST OF
 NF0128'THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 101.9 FT (31.1 M)
 NF0128'EAST OF THE EAST EDGE OF RUNWAY 13-31, 97.5 FT (29.7 M) NORTH OF THE
 NF0128'FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION AND 83.4 FT (25.4 M)
 NF0128'SOUTH OF THE CEILOMETER.  THE MARK IS THE SHANK OF A TOPO DISK SET IN
 NF0128'THE TOP OF A CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0277 ***********************************************************************
 NF0277  DESIGNATION -  ARP
 NF0277  PID         -  NF0277
 NF0277  STATE/COUNTY-  MI/CLINTON
 NF0277  COUNTRY     -  US
 NF0277  USGS QUAD   -  LANSING NORTH (2017)
 NF0277
 NF0277                         *CURRENT SURVEY CONTROL
 NF0277  ______________________________________________________________________
 NF0277* NAD 83(1986) POSITION- 42 46 36.9    (N) 084 35 28.2    (W)   HD_HELD2
 NF0277* NAVD 88 ORTHO HEIGHT -   259.397 (meters)      851.04  (feet) ADJUSTED
 NF0277  ______________________________________________________________________
 NF0277  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 NF0277  DYNAMIC HEIGHT  -        259.325 (meters)      850.80  (feet) COMP
 NF0277  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 NF0277
 NF0277  VERT ORDER      -  SECOND    CLASS 0
 NF0277
 NF0277.This mark is at Capital City Airport (LAN)
 NF0277
 NF0277.The horizontal coordinates were established by autonomous hand held GPS
 NF0277.observations and have an estimated accuracy of +/- 10 meters.
 NF0277
 NF0277.The orthometric height was determined by differential leveling and
 NF0277.adjusted by the NATIONAL GEODETIC SURVEY
 NF0277.in June 1991.
 NF0277
 NF0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0277.GEOID18 height accuracy estimate available here.
 NF0277
 NF0277.Click photographs - Photos may exist for this station.
 NF0277
 NF0277.The dynamic height is computed by dividing the NAVD 88
 NF0277.geopotential number by the normal gravity value computed on the
 NF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0277.degrees latitude (g = 980.6199 gals.).
 NF0277
 NF0277.The modeled gravity was interpolated from observed gravity values.
 NF0277
 NF0277;                    North         East    Units  Estimated Accuracy
 NF0277;SPC MI S     -   141,861.    3,981,630.      MT  (+/- 10 meters HH2 GPS)
 NF0277
 NF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9705338856(NAD 83)
 NF0277
 NF0277                          SUPERSEDED SURVEY CONTROL
 NF0277
 NF0277  NGVD 29 (??/??/92)  259.56   (m)          851.6    (f) COMPUTED    2 0
 NF0277
 NF0277.Superseded values are not recommended for survey control.
 NF0277
 NF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0277.See file dsdata.pdf to determine how the superseded data were derived.
 NF0277
 NF0277_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0277_STAMPING: ARP 1955
 NF0277_MARK LOGO: CGS
 NF0277_PROJECTION: FLUSH
 NF0277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0277+STABILITY: SURFACE MOTION
 NF0277
 NF0277  HISTORY     - Date     Condition        Report By
 NF0277  HISTORY     - 1955     MONUMENTED       CGS
 NF0277  HISTORY     - 1968     GOOD             CGS
 NF0277  HISTORY     - 1977     GOOD             NGS
 NF0277  HISTORY     - 19940628 GOOD             NGS
 NF0277
 NF0277                          STATION DESCRIPTION
 NF0277
 NF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0277'AT CAPITAL CITY AIRPORT.
 NF0277'AT THE CAPITAL CITY AIRPORT, CLINTON COUNTY, AT THE GEOGRAPHIC
 NF0277'CENTER OF THE LANDING AREA, 517 FEET SOUTHEAST OF THE CENTERLINE
 NF0277'OF THE INTERSECTION OF THE EAST-AND-WEST RUNWAY AND THE
 NF0277'NORTHEAST-AND-SOUTHWEST RUNWAY, 436 FEET NORTHEAST OF THE NORTHEAST
 NF0277'CORNER OF THE FIELD LIGHTING VAULT, AND 393.4 FEET SOUTH OF THE
 NF0277'SOUTH EDGE OF THE EAST-AND-WEST RUNWAY.  A STANDARD TOPOGRAPHIC
 NF0277'DISK, STAMPED ARP 1955 AND SET IN THE TOP OF A CONCRETE POST
 NF0277'FLUSH WITH THE GROUND.
 NF0277
 NF0277                          STATION RECOVERY (1968)
 NF0277
 NF0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NF0277'RECOVERED IN GOOD CONDITION.
 NF0277
 NF0277                          STATION RECOVERY (1977)
 NF0277
 NF0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0277'THE MARK IS LOCATED NEAR THE CENTER OF THE CAPITAL CITY AIRPORT. THE
 NF0277'AREA HAS BEEN COVERED WITH ABOUT 3 FEET OF FILL SINCE THE MARK WAS
 NF0277'ESTABLISHED. IT IS NOW UNDER-GROUND ABOUT 3 FEET IN A STANDARD SIZE
 NF0277'MAN HOLE COVER. A SECURITY PASS MUST BE OBTAINED TO REACH THE
 NF0277'STATION, IT MAY BE OBTAINED FROM THE AIRPORT PUBLIC SAFETY OFFICE AT
 NF0277'THE AIRPORT. A COAST AND GEODETIC TOPOGRAPHIC DISK.
 NF0277
 NF0277                          STATION RECOVERY (1994)
 NF0277
 NF0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF0277'THIS STATION IS LOCATED AT THE CENTER OF THE AIRPORT.  THE STATION IS
 NF0277'12.30 FT (3.75 M) SOUTH OF THE CENTERLINE OF TAXIWAY B, 74.50 FT
 NF0277'(22.71 M) SOUTHEAST OF THE CENTERLINE OF TAXIWAY C.  DUE TO THE RECENT
 NF0277'CONSTRUCTION OF TAXIWAY B, THE STATION IS NOW LOCATED 3.0 FT (0.9 M)
 NF0277'BELOW A MANHOLE COVER WHICH IS 2.0 FT (0.6 M) IN DIAMETER. THE STATION
 NF0277'IS A STANDARD TOPOGRAPHIC DISK STAMPED A R P 1955 AND SET IN A
 NF0277'CONCRETE POST.  NOTE, UNADJUSTED GEODESY STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0497 ***********************************************************************
 NF0497  DESIGNATION -  ARP
 NF0497  PID         -  NF0497
 NF0497  STATE/COUNTY-  MI/CALHOUN
 NF0497  COUNTRY     -  US
 NF0497  USGS QUAD   -  BATTLE CREEK (2017)
 NF0497
 NF0497                         *CURRENT SURVEY CONTROL
 NF0497  ______________________________________________________________________
 NF0497* NAD 83(2011) POSITION- 42 18 31.11285(N) 085 14 56.79970(W)   ADJUSTED
 NF0497* NAD 83(2011) ELLIP HT-   248.251 (meters)        (06/27/12)   ADJUSTED
 NF0497* NAD 83(2011) EPOCH   -  2010.00
 NF0497* NAVD 88 ORTHO HEIGHT -   281.610 (meters)      923.92  (feet) ADJUSTED
 NF0497  ______________________________________________________________________
 NF0497  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 NF0497  NAD 83(2011) X  -    391,273.455 (meters)                     COMP
 NF0497  NAD 83(2011) Y  - -4,707,943.104 (meters)                     COMP
 NF0497  NAD 83(2011) Z  -  4,271,186.157 (meters)                     COMP
 NF0497  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 NF0497  DYNAMIC HEIGHT  -        281.522 (meters)      923.63  (feet) COMP
 NF0497  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 NF0497
 NF0497  VERT ORDER      -  SECOND    CLASS 0
 NF0497
 NF0497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0497  Standards:
 NF0497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0497  -------------------------------------------------------------------
 NF0497  NETWORK    0.66   1.45           0.29   0.25   0.74      0.00330395
 NF0497  -------------------------------------------------------------------
 NF0497  Click here for local accuracies and other accuracy information.
 NF0497
 NF0497.This mark is at W K Kellogg Airport (BTL)
 NF0497
 NF0497.The horizontal coordinates were established by GPS observations
 NF0497.and adjusted by the National Geodetic Survey in June 2012.
 NF0497
 NF0497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0497.been affixed to the stable North American tectonic plate. See 
 NF0497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0497
 NF0497.The horizontal coordinates are valid at the epoch date displayed above
 NF0497.which is a decimal equivalence of Year/Month/Day.
 NF0497
 NF0497.The orthometric height was determined by differential leveling and
 NF0497.adjusted by the NATIONAL GEODETIC SURVEY
 NF0497.in June 1991.
 NF0497
 NF0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0497.GEOID18 height accuracy estimate available here.
 NF0497
 NF0497.Click photographs - Photos may exist for this station.
 NF0497
 NF0497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0497
 NF0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0497
 NF0497.The ellipsoidal height was determined by GPS observations
 NF0497.and is referenced to NAD 83.
 NF0497
 NF0497.The dynamic height is computed by dividing the NAVD 88
 NF0497.geopotential number by the normal gravity value computed on the
 NF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0497.degrees latitude (g = 980.6199 gals.).
 NF0497
 NF0497.The modeled gravity was interpolated from observed gravity values.
 NF0497
 NF0497. The following values were computed from the NAD 83(2011) position.
 NF0497
 NF0497;                    North         East     Units Scale Factor Converg.
 NF0497;SPC MI S     -    90,203.750 3,927,247.626   MT  0.99995713   -0 36 01.9
 NF0497;SPC MI S     -   295,944.06 12,884,670.69   iFT  0.99995713   -0 36 01.9
 NF0497;UTM  16      - 4,685,529.765   644,303.787   MT  0.99985622   +1 10 43.6
 NF0497
 NF0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0497!SPC MI S     -   0.99996107  x   0.99995713  =   0.99991820
 NF0497!UTM  16      -   0.99996107  x   0.99985622  =   0.99981729
 NF0497
 NF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4430385529(NAD 83)
 NF0497
 NF0497                          SUPERSEDED SURVEY CONTROL
 NF0497
 NF0497  NAD 83(2007)-  42 18 31.11301(N)    085 14 56.80062(W) AD(2002.00) 0
 NF0497  ELLIP H (02/10/07)  248.268  (m)                       GP(2002.00)    
 NF0497  ELLIP H (07/12/02)  248.278  (m)                       GP(       ) 4 2
 NF0497  NAD 83(1994)-  42 18 31.11310(N)    085 14 56.80146(W) AD(       ) 1
 NF0497  ELLIP H (09/20/95)  248.288  (m)                       GP(       ) 1 2
 NF0497  NAD 83(1986)-  42 18 31.11342(N)    085 14 56.81468(W) AD(       ) 1
 NF0497  NAD 83(1986)-  42 18 31.11975(N)    085 14 56.81736(W) AD(       ) 3
 NF0497  NAVD 88             281.61   (m)          923.9    (f) LEVELING    3  
 NF0497  NAVD 88 (12/16/94)  281.6    (m)  GEOID93  model used  GPS OBS        
 NF0497  NAVD 88 (09/30/91)  281.8    (m)  UNKNOWN  model used  GPS OBS        
 NF0497  NGVD 29 (09/14/93)  281.8    (m)  GEOID93  model used  GPS OBS        
 NF0497  NGVD 29 (??/??/92)  281.735  (m)          924.33   (f) ADJ UNCH    2 0
 NF0497  NGVD 29 (11/25/91)  282.1    (m)  UNKNOWN  model used  GPS OBS        
 NF0497
 NF0497.Superseded values are not recommended for survey control.
 NF0497
 NF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0497.See file dsdata.pdf to determine how the superseded data were derived.
 NF0497
 NF0497_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0497_STAMPING: ARP 1953
 NF0497_MARK LOGO: CGS
 NF0497_PROJECTION: FLUSH
 NF0497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0497+STABILITY: SURFACE MOTION
 NF0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0497+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1994
 NF0497
 NF0497  HISTORY     - Date     Condition        Report By
 NF0497  HISTORY     - 1953     MONUMENTED       CGS
 NF0497  HISTORY     - 1962     GOOD             CGS
 NF0497  HISTORY     - 1968     GOOD             CGS
 NF0497  HISTORY     - 1976     GOOD             NGS
 NF0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0497  HISTORY     - 19890219 GOOD             NGS
 NF0497  HISTORY     - 19910625 GOOD             NGS
 NF0497  HISTORY     - 19920707 GOOD             HOLDEN
 NF0497  HISTORY     - 19940521 GOOD             NGS
 NF0497  HISTORY     - 19940906 GOOD             NGS
 NF0497  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0497
 NF0497                          STATION DESCRIPTION
 NF0497
 NF0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0497'5 MI W FROM BATTLE CREEK.
 NF0497'5 MILES WEST STATION IS AT KELLOGG FIELD, BATTLE CREEK, MICHIGAN,
 NF0497'NEAR THE GEOGRAPHIC CENTER OF THE LANDING AREA.  STATION IS
 NF0497'100 FEET SW OF THE SE END OF RUNWAY 4-22 AND 145.5 FEET NORTH
 NF0497'OF THE NORTH EDGE OF RUNWAY 9-27.  MARK IS A STANDARD
 NF0497'TOPOGRAPHIC DISK SET IN CONCRETE POST FLUSH WITH SURFACE OF
 NF0497'GROUND.
 NF0497
 NF0497                          STATION RECOVERY (1968)
 NF0497
 NF0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1976)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1987)
 NF0497
 NF0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0497'MARK NOT FOUND.
 NF0497
 NF0497                          STATION RECOVERY (1989)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF0497'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTHEAST OF GALESBURG,
 NF0497'9.1 KM (5.65 MI) SOUTHEAST OF AUGUSTA AND 4.2 KM (2.60 MI) SOUTHWEST
 NF0497'OF BATTLE CREEK, AT THE BATTLE CREEK W.K.KELLOGG REGIONAL AIRPORT.
 NF0497'OWNERSHIP-- CITY OF BATTLE CREEK, P.O.BOX 1717, BATTLE CREEK MI 49016.
 NF0497'AIRPORT MANAGER IS LUGENE DEMAREST, P.O.BOX 1717, AIRPORT TERMINAL
 NF0497'BUILDING, ROOM 200, BATTLE CREEK MI 49015.  PHONE IS 616-966-3470.
 NF0497'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NF0497'HELMER ROAD (EXIT 95) IN SOUTHWEST BATTLE CREEK, GO NORTH ON HELMER
 NF0497'ROAD FOR 5.47 KM (3.40 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 NF0497'GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.18 KM (0.10 MI) TO A
 NF0497'PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ACROSS THE
 NF0497'PARKING LOT FOR 0.1 KM (0.05 MI) TO GATE 6A.  PASS THROUGH THE GATE
 NF0497'AND GO WEST-SOUTHWEST ACROSS AN APRON FOR 0.2 KM (0.10 MI) TO A
 NF0497'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI)
 NF0497'TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY C
 NF0497'FOR 0.63 KM (0.40 MI) TO RUNWAY 9-27 AND THE STATION ON THE RIGHT.
 NF0497'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF0497'MONUMENT THAT IS RECESSED 2 CM.  LOCATED 44.4 M (145.7 FT) NORTH OF
 NF0497'THE NORTH EDGE OF RUNWAY 9-27, 41.8 M (137.1 FT) NORTH-NORTHEAST OF
 NF0497'TAXIWAY SIGN WITH THE LETTER C, 30.5 M (100.1 FT) SOUTHEAST OF THE
 NF0497'SOUTHEAST EDGE OF RUNWAY 5-23 AND 29.0 M (95.1 FT) SOUTHEAST OF THE
 NF0497'SECOND RUNWAY LIGHT NORTH OF THE CROSSING OF RUNWAY 9-27.
 NF0497'NOTE-THIS IS AN OC AIRPORT AND HAS A CONTROL TOWER.
 NF0497'DESCRIBED BY E.J. HANSMANN.
 NF0497
 NF0497                          STATION RECOVERY (1991)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF0497'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) NORTHEAST OF GALESBURG,
 NF0497'9.1 KM (5.7 MI) SOUTHEAST OF AUGUSTA AND 4.2 KM (2.6 MI) SOUTHWEST OF
 NF0497'BATTLE CREEK, AT THE BATTLE CREEK W.K. KELLOGG REGIONAL AIRPORT.
 NF0497'OWNERSHIP-- CITY OF BATTLE CREEK, P.O.BOX 1717, BATTLE CREEK, MI.
 NF0497'49016.  AIRPORT MANAGER IS LUGENE DEMAREST, P.O.BOX 1717, AIRPORT
 NF0497'TERMINAL BUILDING ROOM 200, BATTLE CREEK, MI. 49015.  PHONE
 NF0497'616-966-3470.
 NF0497'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NF0497'HELMER ROAD (EXIT 95), IN SOUTHWEST BATTLE CREEK, GO NORTH ON HELMER
 NF0497'ROAD FOR 5.47 KM (3.40 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 NF0497'AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.18 KM (0.11 MI) TO A
 NF0497'PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ACROSS THE
 NF0497'PARKING LOT FOR 0.1 KM (0.1 MI) TO GATE 6A.  PASS THROUGH THE GATE
 NF0497'AND GO WEST-SOUTHWEST ACROSS AN APRON FOR 0.2 KM (0.1 MI) TO A
 NF0497'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.4 KM (0.2 MI)
 NF0497'TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY C
 NF0497'FOR 0.63 KM (0.39 MI) TO RUNWAY 9-27 AND THE STATION ON THE RIGHT.
 NF0497'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF0497'MONUMENT THAT IS RECESSED 2 CM.  LOCATED 44.4 M (145.7 FT) NORTH OF
 NF0497'THE NORTH EDGE OF RUNWAY 9-27, 41.8 M (137.1 FT) NORTH-NORTHEAST OF
 NF0497'TAXIWAY SIGN WITH THE LETTER C, 30.5 M (100.1 FT) SOUTHEAST OF THE
 NF0497'SOUTHEAST EDGE OF RUNWAY 5-23 AND 29.0 M (95.1 FT) SOUTHEAST OF THE
 NF0497'SECOND RUNWAY LIGHT NORTH OF THE CROSSING OF RUNWAY 9-27.
 NF0497
 NF0497                          STATION RECOVERY (1992)
 NF0497
 NF0497'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1994)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0497'NOTE--ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ON THE
 NF0497'SOUTHWEST SIDE OF BATTLE CREEK, AT THE W.K.  KELLOGG REGIONAL AIRPORT,
 NF0497'IN A VEE FORMED BY THE JUNCTION OF RUNWAY 5-23 AND THE REMAINS OF
 NF0497'RUNWAY 9-27.  OWNERSHIP--CITY OF BATTLE CREEK, AIRPORT TERMINAL
 NF0497'BUILDING, BATTLE CREEK, MI 49816.  AIRPORT MANAGER IS DAN THURSTON,
 NF0497'PHONE 616-966-3470.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 NF0497'INTERSTATE HIGHWAY 94 AND HELMER ROAD (EXIT 95) , ABOUT 8 KM (4.95 MI)
 NF0497'SOUTH OF BATTLE CREEK, GO NORTH ON HELMER ROAD FOR 4.39 KM (2.70 MI)
 NF0497'TO A PAVED ROAD LEFT LEADING TO THE CARGO TERMINAL. CONTINUE AHEAD FOR
 NF0497'1.07 KM (0.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 NF0497'LEFT, WEST, ON ROAD FOR 0.24 KM (0.15 MI) TO THE TERMINAL BUILDING AND
 NF0497'OFFICE ON THE SECOND FLOOR.  STATION IS RECESSED 5 CM BELOW GROUND.
 NF0497'IT IS 30.2 M (99.1 FT) SOUTHEAST OF THE EDGE OF RUNWAY 5-23, 44.5 M
 NF0497'(146.0 FT) NORTH OF THE EDGE OF OLD RUNWAY 9-27, 29.1 M (95.5 FT)
 NF0497'SOUTH-SOUTHEAST OF A LIGHT ALONG RUNWAY 5-23, AND 41.3 M (135.5 FT)
 NF0497'NORTH-NORTHEAST OF A LIGHT ALONG THE OLD RUNWAY.  DESCRIBED BY G.R.
 NF0497'HEID.
 NF0497
 NF0497                          STATION RECOVERY (1994)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF0497'STATION IS LOCATED 100 FT (30.5 M) SE OF AND PERPENDICULAR OF THE SE
 NF0497'EDGE OF RUNWAY 5-23, AND 145.5 FT (44.3 M) N OF AND PERPENDICULAR TO
 NF0497'THE N EDGE OF RUNWAY 9-27.  A STANDARD CGS TOPOGRAPHIC DISK STAMPED
 NF0497'ARP 1953 SET IN THE TOP OF A CONCRETE POST THAT IS 1 INCH BELOW THE
 NF0497'SURFACE OF THE GROUND.
 NF0497
 NF0497                          STATION RECOVERY (2001)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0497'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0369 ***********************************************************************
 NE0369  SACS        -  This is a Secondary Airport Control Station.
 NE0369  DESIGNATION -  ARP PTK
 NE0369  PID         -  NE0369
 NE0369  STATE/COUNTY-  MI/OAKLAND
 NE0369  COUNTRY     -  US
 NE0369  USGS QUAD   -  CLARKSTON (2017)
 NE0369
 NE0369                         *CURRENT SURVEY CONTROL
 NE0369  ______________________________________________________________________
 NE0369* NAD 83(2011) POSITION- 42 39 52.79680(N) 083 25 00.38581(W)   ADJUSTED
 NE0369* NAD 83(2011) ELLIP HT-   260.550 (meters)        (06/27/12)   ADJUSTED
 NE0369* NAD 83(2011) EPOCH   -  2010.00
 NE0369* NAVD 88 ORTHO HEIGHT -   294.576 (meters)      966.45  (feet) ADJUSTED
 NE0369  ______________________________________________________________________
 NE0369  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 NE0369  NAD 83(2011) X  -    538,547.786 (meters)                     COMP
 NE0369  NAD 83(2011) Y  - -4,666,497.526 (meters)                     COMP
 NE0369  NAD 83(2011) Z  -  4,300,359.684 (meters)                     COMP
 NE0369  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 NE0369  DYNAMIC HEIGHT  -        294.488 (meters)      966.17  (feet) COMP
 NE0369  MODELED GRAVITY -    980,313.8   (mgal)                       NAVD 88
 NE0369  OBS GRAVITY     -    980,320.6   (mgal)                       GRAV_OBS
 NE0369
 NE0369  VERT ORDER      -  SECOND    CLASS 0
 NE0369
 NE0369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0369  Standards:
 NE0369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0369  -------------------------------------------------------------------
 NE0369  NETWORK    0.47   0.67           0.22   0.15   0.34     -0.00592087
 NE0369  -------------------------------------------------------------------
 NE0369  Click here for local accuracies and other accuracy information.
 NE0369
 NE0369.This mark is at Oakland-Pontiac Airport (PTK)
 NE0369
 NE0369.The horizontal coordinates were established by GPS observations
 NE0369.and adjusted by the National Geodetic Survey in June 2012.
 NE0369
 NE0369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0369.been affixed to the stable North American tectonic plate. See 
 NE0369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0369
 NE0369.The horizontal coordinates are valid at the epoch date displayed above
 NE0369.which is a decimal equivalence of Year/Month/Day.
 NE0369
 NE0369.The orthometric height was determined by differential leveling and
 NE0369.adjusted by the NATIONAL GEODETIC SURVEY
 NE0369.in June 1991.
 NE0369
 NE0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0369.GEOID18 height accuracy estimate available here.
 NE0369
 NE0369.Click photographs - Photos may exist for this station.
 NE0369
 NE0369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0369
 NE0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0369
 NE0369.The ellipsoidal height was determined by GPS observations
 NE0369.and is referenced to NAD 83.
 NE0369
 NE0369.The dynamic height is computed by dividing the NAVD 88
 NE0369.geopotential number by the normal gravity value computed on the
 NE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0369.degrees latitude (g = 980.6199 gals.).
 NE0369
 NE0369.The modeled gravity was interpolated from observed gravity values.
 NE0369
 NE0369.The observed gravity was obtained from relative gravimeter ties
 NE0369.to the IGSN71 gravity network.
 NE0369
 NE0369. The following values were computed from the NAD 83(2011) position.
 NE0369
 NE0369;                    North         East     Units Scale Factor Converg.
 NE0369;SPC MI S     -   129,807.121 4,077,866.724   MT  0.99991424   +0 38 47.1
 NE0369;SPC MI S     -   425,876.38 13,378,827.83   iFT  0.99991424   +0 38 47.1
 NE0369;UTM  17      - 4,726,409.356   301,940.026   MT  1.00008264   -1 38 18.2
 NE0369
 NE0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0369!SPC MI S     -   0.99995914  x   0.99991424  =   0.99987338
 NE0369!UTM  17      -   0.99995914  x   1.00008264  =   1.00004178
 NE0369
 NE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0194026409(NAD 83)
 NE0369
 NE0369|---------------------------------------------------------------------|
 NE0369| PID    Reference Object                     Distance      Geod. Az  |
 NE0369|                                                           dddmmss.s |
 NE0369| AA8115 PTK C                               208.615 METERS 24810     |
 NE0369|---------------------------------------------------------------------|
 NE0369
 NE0369                          SUPERSEDED SURVEY CONTROL
 NE0369
 NE0369  NAD 83(2007)-  42 39 52.79652(N)    083 25 00.38660(W) AD(2002.00) 0
 NE0369  ELLIP H (02/10/07)  260.567  (m)                       GP(2002.00)    
 NE0369  ELLIP H (07/12/02)  260.591  (m)                       GP(       ) 4 1
 NE0369  NAD 83(1994)-  42 39 52.79636(N)    083 25 00.38664(W) AD(       ) 1
 NE0369  ELLIP H (02/03/97)  260.622  (m)                       GP(       ) 4 1
 NE0369  NAD 83(1986)-  42 39 52.79988(N)    083 25 00.41652(W) AD(       ) 1
 NE0369  NAVD 88 (08/24/04)  294.67   (m)  GEOID03  model used  GPS OBS        
 NE0369  NAVD 88             294.58   (m)          966.5    (f) LEVELING    3  
 NE0369  NGVD 29 (??/??/92)  294.667  (m)          966.75   (f) ADJ UNCH    2 0
 NE0369
 NE0369.Superseded values are not recommended for survey control.
 NE0369
 NE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0369.See file dsdata.pdf to determine how the superseded data were derived.
 NE0369
 NE0369_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0369_STAMPING: ARP 1965
 NE0369_MARK LOGO: CGS
 NE0369_PROJECTION: FLUSH
 NE0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0369+STABILITY: SURFACE MOTION
 NE0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0369+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 NE0369
 NE0369  HISTORY     - Date     Condition        Report By
 NE0369  HISTORY     - 1965     MONUMENTED       CGS
 NE0369  HISTORY     - 1978     GOOD             NGS
 NE0369  HISTORY     - 19920615 GOOD             NGS
 NE0369  HISTORY     - 19931016 GOOD             WADTRI
 NE0369  HISTORY     - 20000808 GOOD             WOOLPT
 NE0369  HISTORY     - 20040726 GOOD             NGS
 NE0369  HISTORY     - 20060207 GOOD             INDIV
 NE0369  HISTORY     - 20060227 GOOD             INDIV
 NE0369
 NE0369                          STATION DESCRIPTION
 NE0369
 NE0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0369'6.5 MI W FROM PONTIAC.
 NE0369'THE MARK IS LOCATED ON THE PONTIAC MUNICIPAL AIRPORT IN A GRASS
 NE0369'AREA DIRECTLY IN FRONT OF THE TERMINAL BUILDING.  100 FEET SOUTH
 NE0369'OF THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 104.9 FEET NORTH
 NE0369'OF THE NORTH EDGE OF THE PARALLEL TAXIWAY AND 47.2 FEET NORTHEAST
 NE0369'OF A IRON DRAIN COVER.  A STANDARD TOPOGRAPHIC DISK IN A CONCRETE
 NE0369'POST SET FLUSH WITH THE GROUND, STAMPED ARP 1965.
 NE0369
 NE0369                          STATION RECOVERY (1978)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (1992)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NE0369'THE STATION IS LOCATED ON THE OAKLAND-PONTIAC AIRPORT IN A GRASS AREA
 NE0369'DIRECTLY IN FRONT OF THE TERMINAL BUILDING, 100 FT (30.5 M) SOUTH OF
 NE0369'THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 104.9 FT (32.0 M) NORTH OF THE
 NE0369'NORTH EDGE OF THE PARALLEL TAXIWAY AND 47.2 FT (14.4 M) NE OF AN IRON
 NE0369'DRAIN COVER.  A STANDARD TOPOGRAPHIC DISK IN A CONCRETE POST SET FLUSH
 NE0369'WITH THE GROUND, STAMPED ARP 1965.
 NE0369
 NE0369                          STATION RECOVERY (1993)
 NE0369
 NE0369'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE0369'RECOVERED AS DESCRIBED.
 NE0369
 NE0369                          STATION RECOVERY (2000)
 NE0369
 NE0369'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (2004)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GS)
 NE0369'STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST OF PONTIAC, AT THE
 NE0369'OAKLAND COUNTY  INTERNATIONAL AIRPORT.  OWNERSHIP - COUNTY OF OAKLAND,
 NE0369'1200 NORTH TELEGRAPH ROAD,  PONTIAC, MI. 48054.  THE AIRPORT MANAGER
 NE0369'IS KARL RANDALL, PHONE- 810-666-3900. NOTIFICATION IS REQUIRED TO
 NE0369'ACCESS THE STATION.
 NE0369'
 NE0369'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH ROAD) AND
 NE0369'STATE HIGHWAY M-59  (HIGHLAND ROAD) ON THE WEST SIDE OF PONTIAC, GO
 NE0369'WEST ON HIGHWAY M-59 FOR 8.32 KM (5.15 MI)  TO THE AIRPORT ENTRANCE ON
 NE0369'THE RIGHT.  TURN RIGHT, NORTH, ON THE AIRPORT ENTRANCE  ROAD FOR 0.44
 NE0369'KM (0.25 MI) TO THE TERMINAL BUILDING, PASS TRHOUGH THE GATE ON THE
 NE0369'WEST  SIDE OF THE BUILDING AND GO NORTH ACROSS THE APRON 0.25 KM (0.15
 NE0369'MI) TO THE TAXIWAY THAT  PARALLELS RUNWAY 9R/27L ALONG THE SOUTH SIDE.
 NE0369'TURN RIGHT ON THE TAXIWAY (C)  FOR 0.3 KM  (0.2 MI) TO THE STATION ON
 NE0369'THE LEFT IN A GRASS ISLAND BETWEN TAXIWAY C AND RUNWAY 9R/27L.
 NE0369'
 NE0369'IT IS 32.0 M (104.9 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY, 30.5 M
 NE0369'(100 FT) SOUTH OF THE  SOUTH EDGE OF THE RUNWAY AND 14.4 M (47.2 FT)
 NE0369'NORTHEAST OF AN IRON DRAIN COVER.
 NE0369'
 NE0369'THIS STATION IS DESIGNATED AS A SACS (SECONDARY AIRPORT CONTROL
 NE0369'STATION).
 NE0369
 NE0369                          STATION RECOVERY (2006)
 NE0369
 NE0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (2006)
 NE0369
 NE0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0369'RECOVERED AS DESCRIBED PETE SMITH NO LONGER WORKS AS THE MAINTENANCE
 NE0369'SUPERVISOR, MATT TREAIS IS THE NEW SUPERVISOR AT OAKLAND COUNTY
 NE0369'INTERNATIONAL AIRPORT  810-666-5459
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1514 ***********************************************************************
 RL1514  DESIGNATION -  ARVON
 RL1514  PID         -  RL1514
 RL1514  STATE/COUNTY-  MI/BARAGA
 RL1514  COUNTRY     -  US
 RL1514  USGS QUAD   -  SKANEE SOUTH (2017)
 RL1514
 RL1514                         *CURRENT SURVEY CONTROL
 RL1514  ______________________________________________________________________
 RL1514* NAD 83(1994) POSITION- 46 45 21.61850(N) 088 13 48.81418(W)   ADJUSTED
 RL1514* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 RL1514  ______________________________________________________________________
 RL1514  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 RL1514  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 RL1514  HORZ ORDER      -  FIRST
 RL1514
 RL1514.The horizontal coordinates were established by classical geodetic methods
 RL1514.and adjusted by the National Geodetic Survey in February 1997.
 RL1514
 RL1514.The orthometric height was scaled from a topographic map.
 RL1514
 RL1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1514.GEOID18 height accuracy estimate available here.
 RL1514
 RL1514.Click photographs - Photos may exist for this station.
 RL1514
 RL1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1514
 RL1514. The following values were computed from the NAD 83(1994) position.
 RL1514
 RL1514;                    North         East     Units Scale Factor Converg.
 RL1514;SPC MI N     -   219,983.684 7,906,018.559   MT  0.99993657   -0 53 21.1
 RL1514;SPC MI N     -   721,731.25 25,938,381.10   iFT  0.99993657   -0 53 21.1
 RL1514;UTM  16      - 5,178,785.231   406,046.853   MT  0.99970850   -0 53 46.4
 RL1514
 RL1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1514!SPC MI N     -   0.99991618  x   0.99993657  =   0.99985275
 RL1514!UTM  16      -   0.99991618  x   0.99970850  =   0.99962470
 RL1514
 RL1514:                Primary Azimuth Mark                     Grid Az
 RL1514:SPC MI N     -  BARAGA                                   283 18 22.1
 RL1514:UTM  16      -  BARAGA                                   283 18 47.4
 RL1514
 RL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0604678785(NAD 83)
 RL1514
 RL1514|---------------------------------------------------------------------|
 RL1514| PID    Reference Object                     Distance      Geod. Az  |
 RL1514|                                                           dddmmss.s |
 RL1514| CJ1808 ARVON RM 1                           22.105 METERS 17613     |
 RL1514| RL1523 HERMAN MICROWAVE TOWER              APPROX.14.0 KM 2285547.0 |
 RL1514| RL1524 HERMAN LOOKOUT TOWER                APPROX.13.9 KM 2291518.2 |
 RL1514| RL1515 ARVON LOOKOUT TOWER 1956             10.406 METERS 24447     |
 RL1514| RL1525 L ANSE ST HWY PATROL RAD TOWER      APPROX.15.9 KM 2670511.4 |
 RL1514| CJ1809 ARVON RM 2                           26.274 METERS 26925     |
 RL1514| RL1532 L ANSE MUNICIPAL TANK               APPROX.17.3 KM 2694118.4 |
 RL1514| RL1584 BARAGA MICH CONSER DEPT RAD TR      APPROX.21.6 KM 2820205.8 |
 RL1514| RL0580 BARAGA                              APPROX.25.4 KM 2822501.0 |
 RL1514|---------------------------------------------------------------------|
 RL1514
 RL1514                          SUPERSEDED SURVEY CONTROL
 RL1514
 RL1514  NAD 83(1986)-  46 45 21.61223(N)    088 13 48.80192(W) AD(       ) 1
 RL1514  NAD 27      -  46 45 21.86200(N)    088 13 48.33900(W) AD(       ) 1
 RL1514
 RL1514.Superseded values are not recommended for survey control.
 RL1514
 RL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1514.See file dsdata.pdf to determine how the superseded data were derived.
 RL1514
 RL1514_MARKER: DS = TRIANGULATION STATION DISK
 RL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1514_STAMPING: ARVON 1956
 RL1514_MARK LOGO: CGS
 RL1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1514+STABILITY: SURFACE MOTION
 RL1514
 RL1514  HISTORY     - Date     Condition        Report By
 RL1514  HISTORY     - 1956     MONUMENTED       CGS
 RL1514  HISTORY     - 1975     GOOD             NGS
 RL1514  HISTORY     - 1977     GOOD             NGS
 RL1514  HISTORY     - 20090911 POOR             GEOCAC
 RL1514
 RL1514                          STATION DESCRIPTION
 RL1514
 RL1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1514'THE STATION IS IN SECTION 6, T 50 N, R 31 W, ABOUT 10-1/2
 RL1514'MILES EAST OF LANSE, AND 5 MILES SOUTHEAST OF THE SOUTHERN END OF
 RL1514'HURON BAY.  THE STATION IS NEAR THE WESTERN PART OF AN EAST-WEST
 RL1514'RIDGE, AT THE ARVON LOOKOUT TOWER.  THIS RIDGE IS ABOUT 40
 RL1514'FEET HIGHER 1/2 MILE EAST OF STATION.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET AND
 RL1514'MAIN STREET, IN LANSE, GO NORTH ON MAIN STREET FOR 3.0 MILES TO A
 RL1514'ROAD FORK.  TAKE RIGHT FORK, EASTERLY, GRAVEL ROAD, AND GO 8.7
 RL1514'MILES TO A SIDE ROAD RIGHT, AT SIGN ARVON ROAD.  (THIS SIDE
 RL1514'ROAD IS 0.15 MILE SOUTH OF SLATE RIVER BRIDGE.) TURN RIGHT,
 RL1514'CONTINUE SOUTHEAST AND SOUTHERLY, ON A THIN GRAVELED ROAD, FOR
 RL1514'2.1 MILES TO A SIDE ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD,
 RL1514'SOUTH, GO 1.35 MILES TO A SIDE ROAD LEFT, AT AN OLD RAILROAD
 RL1514'BED.  KEEP STRAIGHT AHEAD, GO 0.25 MILE TO A ROAD FORK.
 RL1514'TAKE RIGHT FORK, WESTERLY, GO 0.8 MILE TO A ROAD FORK.  TAKE
 RL1514'LEFT FORK, SOUTHERLY, ROCKY ROAD, GO 0.8 MILE TO ROAD FORKS.
 RL1514'KEEP STRAIGHT AHEAD, MIDDLE ROAD OF 3 ROADS, GO
 RL1514'SOUTHWESTERLY FOR 2.15 MILES TO LOOKOUT TOWER AND STATION.
 RL1514'
 RL1514'STATION MARKS, ARE STANDARD DISKS, STAMPED ARVON 1956.  THE
 RL1514'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 RL1514'PROJECTS 2 INCHES.  IT IS 41 FEET NORTHWEST OF THE CENTER OF
 RL1514'ROAD, 32.6 FEET NORTHEAST OF THE SOUTHEAST LEG OF LOOKOUT
 RL1514'TOWER, AND 20 FEET EAST OF THE NORTHEAST LEG OF LOOKOUT TOWER.
 RL1514'A STANDARD WITNESS POST WAS SET 11 FEET NORTHEAST OF MARK.  THE
 RL1514'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS
 RL1514'OF CONCRETE 32 INCHES BELOW GROUND.
 RL1514'
 RL1514'REFERENCE MARK 1, A STANDARD DISK, STAMPED ARVON NO 1 1956, IS SET
 RL1514'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 53
 RL1514'FEET SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, AND 13 FEET
 RL1514'SOUTHEAST OF CENTER OF ROAD.
 RL1514'
 RL1514'REFERENCE MARK 2, A STANDARD DISK, STAMPED ARVON NO 2 1956,
 RL1514'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 RL1514'IT IS IN THE TIMBER, 50.5 FEET WEST-NORTHWEST OF THE SOUTHWEST LEG
 RL1514'OF LOOKOUT TOWER, AND 44 FEET WEST OF THE NORTHWEST LEG OF
 RL1514'LOOKOUT TOWER.
 RL1514'
 RL1514'NO AZIMUTH MARK WAS SET.
 RL1514'
 RL1514'THE ARVON LOOKOUT TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110
 RL1514'FEET IN HEIGHT AND HAS A SMALL HOUSE ON TOP.  A TRAVERSE
 RL1514'CONNECTION WAS MADE FROM STATION TO THE APPROXIMATE CENTER AT
 RL1514'THE BASE OF TOWER.  DISTANCE BEING 10.406 METERS (34.14 FEET)
 RL1514'WEST-SOUTHWEST FROM STATION.
 RL1514'
 RL1514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1514
 RL1514                          STATION RECOVERY (1975)
 RL1514
 RL1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1514'THE STATION MARK, REFERENCE MARKS 1, 2 WERE RECOVERED AND FOUND IN
 RL1514'GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE
 RL1514'REFERENCE MARKS CHECKED THE 1956 OBSERVATIONS ADEQUATELY.  A
 RL1514'COMPLETE NEW DESCRIPTION FOLLOWS.
 RL1514'
 RL1514'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF LANSE, 5 MILES
 RL1514'SOUTHEAST OF THE SOUTHERN END OF HURON BAY AND ON LAND OWNED BY
 RL1514'MR. WILLIAM RUNA, LANSE, MICHIGAN.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD AND MAIN STREET
 RL1514'IN LANSE, GO NORTH ON MAIN STREET FOR 3.0 MILES TO A FORK, TAKE
 RL1514'RIGHT FORK AND GO 8.6 MILES TO A SIDE ROAD RIGHT AT MAILBOX OF
 RL1514'MR. R. HERMAN.  TURN RIGHT AND GO SOUTHEAST ON COUNTY ROAD 42 FOR
 RL1514'2.1 MILES TO A SIDE ROAD LEFT, CONTINUE FOR 1.35 MILES TO A
 RL1514'CROSSROAD AT OLD RAILROAD BED, CONTINUE SOUTHERLY FOR 0.25 MILE TO A
 RL1514'FORK.  TAKE RIGHT FORK AND GO WEST FOR 0.8 MILE TO A FORK.  TAKE LEFT
 RL1514'FORK AND GO 0.95 MILE TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD,
 RL1514'FOR 0.7 MILE TO A TRIPLE FORK.  TAKE CENTER ONE AND GO SOUTHERLY AND
 RL1514'WESTERLY UP WASHED OUT ROAD FOR 2.1 MILES TO LOOKOUT TOWER AND
 RL1514'STATION.
 RL1514'
 RL1514'STATION MARKS ARE STANDARD DISKS STAMPED ARVON 1956.  THE SURFACE
 RL1514'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RL1514'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 32.6 FEET
 RL1514'NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER, 20 FEET EAST OF
 RL1514'THE NORTHEAST LEG OF LOOKOUT TOWER AND 11 FEET NORTHEAST OF A METAL
 RL1514'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 RL1514'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 RL1514'
 RL1514'REFERENCE MARK 1, A STANDARD DISK STAMPED ARVON NO 1 1956, IS SET
 RL1514'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL1514'INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET SOUTHEAST OF THE
 RL1514'SOUTHEAST LEG OF THE LOOKOUT TOWER AND 13 FEET SOUTHEAST OF THE
 RL1514'TRACK ROAD.
 RL1514'
 RL1514'REFERENCE MARK 2, A STANDARD DISK STAMPED ARVON NO 2 1956, IS
 RL1514'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL1514'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET WEST-NORTHWEST OF
 RL1514'THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 44 FEET WEST OF THE
 RL1514'NORTHEAST LEG OF THE LOOKOUT TOWER.
 RL1514'
 RL1514'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 RL1514'
 RL1514'NO SUITABLE PLACE TO ESTABLISH AZIMUTH MARK.
 RL1514'
 RL1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES EAST
 RL1514'OF LANSE.
 RL1514
 RL1514                          STATION RECOVERY (1977)
 RL1514
 RL1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1514'REFERENCE MARK NUMBER 2 WAS RECOVERED AND FOUND IN GOOD CONDITION,
 RL1514'AT THE TIME THE STATION WAS VISITED THERE WAS LOGGING IN THE AREA
 RL1514'TREES WERE CUT DOWN IN THE AREA WHERE THE STATION MARK SHOULD HAVE
 RL1514'BEEN, THE WITNESS POST WAS UNDER A TREE CUT DOWN.  IT IS BELIEVED
 RL1514'(STATION MARK) TO BE IN TACK.  A LARGE PILE OF DIRT WAS IN THE
 RL1514'AREA WHERE REFERENCE MARK NUMBER 1 SHOULD HAVE BEEN.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET AND MAIN
 RL1514'STREET IN LANSE, GO ON MAIN STREET FOR 3.0 MILES TO A FORK.  TAKE
 RL1514'THE RIGHT FORK AND GO EASTERLY FOR 8.7 MILE TO A SIDE ROAD RIGHT.
 RL1514'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 2.1 MILES TO A
 RL1514'SIDE ROAD LEFT.  KEEP LEFT AHEAD SOUTHERLY FOR 1.35 MILE TO A
 RL1514'SIDE ROAD LEFT AT AN OLD RAILROAD BED.  CONTINUE AHEAD FOR 0.25
 RL1514'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.8 MILE
 RL1514'TO A FORK.  KEEP LEFT FORK FOR 0.8 MILE TO A THREE WAY FORK.  KEEP
 RL1514'MIDDLE FORK AND GO SOUTHERLY FOR 2.15 MILES TO THE HIGHEST PART
 RL1514'OF HILL AND STATION SITE NEAR THE BASE OF OLD LOOKOUT TOWER
 RL1514'BASE.  A FOUR-WHEEL DRIVE TRUCK WILL BE REQUIRED THE LAST 3/4 MILE
 RL1514'IF WET.
 RL1514'
 RL1514'IT WOULD REQUIRE A TOWER AT THIS STATION.
 RL1514'
 RL1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10-1/2
 RL1514'MILES EAST OF LANSE.
 RL1514
 RL1514                          STATION RECOVERY (2009)
 RL1514
 RL1514'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RL1514'STATION MARK WAS SEARCHED FOR AND FOUND IN POOR CONDITION. THE TOP OF
 RL1514'THE SURFACE MONUMENT HAS BEEN SHEARED OFF BY EQUIPMENT. THE BASE OF
 RL1514'THE CONCRETE MONUMENT WAS RECOVERED ABOUT 8 INCHES BELOW GROUND LEVEL,
 RL1514'BUT NO TRACE OF THE DISK OR STEM REMAINS. REMAINING MONUMENT IS STABLE
 RL1514'AND COULD BE USED FOR GENERAL POSITIONING. UNDERGROUND MARK SHOULD BE
 RL1514'INTACT.
 RL1514'
 RL1514'RM 1 WAS FOUND UPROOTED AND LYING ON ITS SIDE IN ABOUT THE CORRECT
 RL1514'LOCATION, JUST BEHIND A SMALL KNOLL. RM 2 FOUND AS DESCRIBED IN GOOD
 RL1514'CONDITION.
 RL1514'
 RL1514'TO REACH FROM THE M-DOT FACILITY ON US-41 IN L'ANSE, DRIVE SOUTHEAST
 RL1514'ON US-41 0.4 MILES TO DYNAMITE HILL ROAD. TURN LEFT AND DRIVE 3.5
 RL1514'MILES TO A FORK. KEEP LEFT AND DRIVE 5.0 MILES TO A FORK. TAKE THE
 RL1514'RIGHT FORK AND DRIVE 0.6 MILES TO A REVERSE FORK AND A GRAVEL PIT ON
 RL1514'THE LEFT. KEEP RIGHT AND DRIVE 0.6 MILES TO A THREE-WAY FORK.
 RL1514'
 RL1514'KEEP STRAIGHT AHEAD ON A TWO-TRACK ROAD. LOGGING ROADS TAKE OFF TO THE
 RL1514'RIGHT AND LEFT. KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.9 MILES,
 RL1514'THEN TURN RIGHT UP THE HILL 0.1 MILES TO A BERM AND THE END OF TRUCK
 RL1514'TRAVEL. PACK SOUTH AND WEST ALONG THE MAIN ROAD APPROXIMATELY 1 MILE
 RL1514'TO THE STATION ON THE RIGHT, AND THE REMAINS OF THE LOOKOUT TOWER.
 RL1514'
 RL1514'AN ATV COULD BE DRIVEN TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1515 ***********************************************************************
 RL1515  DESIGNATION -  ARVON LOOKOUT TOWER 1956
 RL1515  PID         -  RL1515
 RL1515  STATE/COUNTY-  MI/BARAGA
 RL1515  COUNTRY     -  US
 RL1515  USGS QUAD   -  SKANEE SOUTH (2017)
 RL1515
 RL1515                         *CURRENT SURVEY CONTROL
 RL1515  ______________________________________________________________________
 RL1515* NAD 83(1994) POSITION- 46 45 21.47493(N) 088 13 49.25778(W)   ADJUSTED
 RL1515* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 RL1515  ______________________________________________________________________
 RL1515  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 RL1515  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 RL1515  HORZ ORDER      -  THIRD
 RL1515
 RL1515.The horizontal coordinates were established by classical geodetic methods
 RL1515.and adjusted by the National Geodetic Survey in February 1997.
 RL1515
 RL1515.The orthometric height was scaled from a topographic map.
 RL1515
 RL1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1515.GEOID18 height accuracy estimate available here.
 RL1515
 RL1515.Click photographs - Photos may exist for this station.
 RL1515
 RL1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1515
 RL1515. The following values were computed from the NAD 83(1994) position.
 RL1515
 RL1515;                    North         East     Units Scale Factor Converg.
 RL1515;SPC MI N     -   219,979.397 7,906,009.078   MT  0.99993656   -0 53 21.4
 RL1515;SPC MI N     -   721,717.18 25,938,349.99   iFT  0.99993656   -0 53 21.4
 RL1515;UTM  16      - 5,178,780.946   406,037.373   MT  0.99970852   -0 53 46.7
 RL1515
 RL1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1515!SPC MI N     -   0.99991618  x   0.99993656  =   0.99985274
 RL1515!UTM  16      -   0.99991618  x   0.99970852  =   0.99962472
 RL1515
 RL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0603778780(NAD 83)
 RL1515
 RL1515                          SUPERSEDED SURVEY CONTROL
 RL1515
 RL1515  NAD 83(1986)-  46 45 21.46867(N)    088 13 49.24552(W) AD(       ) 3
 RL1515  NAD 27      -  46 45 21.72000(N)    088 13 48.78000(W) AD(       ) 3
 RL1515
 RL1515.Superseded values are not recommended for survey control.
 RL1515
 RL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1515.See file dsdata.pdf to determine how the superseded data were derived.
 RL1515
 RL1515_MARKER: 57 = LOOKOUT TOWER
 RL1515
 RL1515  HISTORY     - Date     Condition        Report By
 RL1515  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1515
 RL1515                          STATION DESCRIPTION
 RL1515
 RL1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1515'THE STATION IS IN SECTION 6, T 50 N, R 31 W, ABOUT 10-1/2 MILES
 RL1515'DUE EAST OF LANSE, AT THE WESTERN PART OF AN EAST-WEST WOODED
 RL1515'RIDGE.  THIS RIDGE IS ABOUT 40 FEET HIGHER 1/2 MILE EAST
 RL1515'OF STATION.
 RL1515'
 RL1515'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARVON,
 RL1515'DISTANCE BEING 10.406 METERS (34.14 FEET) WEST-SOUTHWEST OF
 RL1515'STATION ARVON.  THE CONNECTION WAS MADE TO THE APPROXIMATE
 RL1515'CENTER AT BASE OF TOWER.
 RL1515'
 RL1515'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET IN
 RL1515'HEIGHT AND HAS A SMALL HOUSE ON TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1311 ***********************************************************************
 RJ1311  DESIGNATION -  AS C9M 069
 RJ1311  PID         -  RJ1311
 RJ1311  STATE/COUNTY-  MI/CHIPPEWA
 RJ1311  COUNTRY     -  US
 RJ1311  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ1311
 RJ1311                         *CURRENT SURVEY CONTROL
 RJ1311  ______________________________________________________________________
 RJ1311* NAD 83(1994) POSITION- 46 14 24.83686(N) 084 06 39.77983(W)   ADJUSTED
 RJ1311* NAVD 88 ORTHO HEIGHT -   178.3   (meters)      585.    (feet) VERTCON3
 RJ1311  ______________________________________________________________________
 RJ1311  GEOID HEIGHT    -        -36.557 (meters)                     GEOID18
 RJ1311  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 RJ1311  HORZ ORDER      -  SECOND
 RJ1311
 RJ1311.The horizontal coordinates were established by classical geodetic methods
 RJ1311.and adjusted by the National Geodetic Survey in February 1997.
 RJ1311
 RJ1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1311
 RJ1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1311.GEOID18 height accuracy estimate available here.
 RJ1311
 RJ1311.Click photographs - Photos may exist for this station.
 RJ1311
 RJ1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1311
 RJ1311. The following values were computed from the NAD 83(1994) position.
 RJ1311
 RJ1311;                    North         East     Units Scale Factor Converg.
 RJ1311;SPC MI N     -   165,984.917 8,222,746.230   MT  0.99990314   +2 05 17.2
 RJ1311;SPC MI N     -   544,569.94 26,977,513.88   iFT  0.99990314   +2 05 17.2
 RJ1311;UTM  16      - 5,124,796.676   722,724.024   MT  1.00020983   +2 05 14.6
 RJ1311
 RJ1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1311!SPC MI N     -   0.99997779  x   0.99990314  =   0.99988093
 RJ1311!UTM  16      -   0.99997779  x   1.00020983  =   1.00018761
 RJ1311
 RJ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2272424796(NAD 83)
 RJ1311
 RJ1311                          SUPERSEDED SURVEY CONTROL
 RJ1311
 RJ1311  NAD 83(1986)-  46 14 24.82818(N)    084 06 39.77643(W) AD(       ) 2
 RJ1311  NGVD 29 (05/22/90)  178.3    (m)          585.     (f) VERT ANG       
 RJ1311
 RJ1311.Superseded values are not recommended for survey control.
 RJ1311
 RJ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1311.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1311
 RJ1311_MARKER: I = METAL ROD
 RJ1311_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 RJ1311_SP_SET: OBJECT IMBEDDED IN GROUND
 RJ1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1311
 RJ1311  HISTORY     - Date     Condition        Report By
 RJ1311  HISTORY     - 1988     MONUMENTED       USACE
 RJ1311
 RJ1311                          STATION DESCRIPTION
 RJ1311
 RJ1311'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1311'THE STATION IS LOCATED ABOUT 33.5 KM (20.8 MI) SOUTHEAST OF SAULT STE
 RJ1311'MARIE, 37.8 KM (23.5 MI) EAST OF RUDYARD, 32.0 KM (19.9 MI)
 RJ1311'NORTH-NORTHWEST OF DETOUR VILLAGE ON MAN MADE ISLAND IN SEC 1,
 RJ1311'T44N-R2E.
 RJ1311'OWNERSHIP---STATE OF MICHIGAN
 RJ1311'
 RJ1311'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1311'4.4 KM
 RJ1311'(2.7 MI) ON 15 MILE ROAD TO
 RJ1311'SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR
 RJ1311'6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1311'DOWNRIVER FOR 15 MINUTES TO A POINT OF LAND CALLED WINTERS POINT,
 RJ1311'GO EAST FOR 15 MINUTES ACROSS MUNUSCONG LAKE TO WHERE MUNUSCONG
 RJ1311'CHANNEL EMPTIES INTO THE LAKE TO A MAN MADE ISLAND WHERE THE
 RJ1311'STATION IS LOCATED.
 RJ1311'
 RJ1311'THE STATION IS A 28.5 CM (1 1.2 IN) SQUARE ALUMINUM POST SET INTO THE
 RJ1311'GROUND, THAT IS STAMPED---POST NO. 8522---, PROTUDING
 RJ1311'8.9 CM (3.5 IN)
 RJ1311'FROM THE GROUND, LOCATED UNDER A METAL TRIPOD WITH ORANGE SLATS
 RJ1311'ON IT.
 RJ1311'
 RJ1311'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0627 ***********************************************************************
 RK0627  DESIGNATION -  ASHFORD
 RK0627  PID         -  RK0627
 RK0627  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0627  COUNTRY     -  US
 RK0627  USGS QUAD   -  STEUBEN NE (2017)
 RK0627
 RK0627                         *CURRENT SURVEY CONTROL
 RK0627  ______________________________________________________________________
 RK0627* NAD 83(1994) POSITION- 46 08 24.42768(N) 086 19 17.87741(W)   ADJUSTED
 RK0627* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 RK0627  ______________________________________________________________________
 RK0627  GEOID HEIGHT    -        -35.110 (meters)                     GEOID18
 RK0627  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 RK0627  HORZ ORDER      -  SECOND
 RK0627
 RK0627.The horizontal coordinates were established by classical geodetic methods
 RK0627.and adjusted by the National Geodetic Survey in February 1997.
 RK0627
 RK0627.The orthometric height was scaled from a topographic map.
 RK0627
 RK0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0627.GEOID18 height accuracy estimate available here.
 RK0627
 RK0627.Click photographs - Photos may exist for this station.
 RK0627
 RK0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0627
 RK0627. The following values were computed from the NAD 83(1994) position.
 RK0627
 RK0627;                    North         East     Units Scale Factor Converg.
 RK0627;SPC MI N     -   151,022.737 8,052,410.209   MT  0.99990603   +0 29 25.1
 RK0627;SPC MI N     -   495,481.42 26,418,668.66   iFT  0.99990603   +0 29 25.1
 RK0627;UTM  16      - 5,109,839.492   552,394.761   MT  0.99963375   +0 29 20.9
 RK0627
 RK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0627!SPC MI N     -   0.99996945  x   0.99990603  =   0.99987548
 RK0627!UTM  16      -   0.99996945  x   0.99963375  =   0.99960321
 RK0627
 RK0627:                Primary Azimuth Mark                     Grid Az
 RK0627:SPC MI N     -  ASHFORD AZ MK                            034 44 23.6
 RK0627:UTM  16      -  ASHFORD AZ MK                            034 44 27.8
 RK0627
 RK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5239409839(NAD 83)
 RK0627
 RK0627|---------------------------------------------------------------------|
 RK0627| PID    Reference Object                     Distance      Geod. Az  |
 RK0627|                                                           dddmmss.s |
 RK0627| CH1665 ASHFORD AZ MK                                      0351348.7 |
 RK0627| RK0626 HIAWATHA RAD STA KAX 350 MAST       APPROX. 1.4 KM 0794647.5 |
 RK0627| CH1666 ASHFORD RM 1                         22.141 METERS 12305     |
 RK0627| CH1667 ASHFORD RM 2                         22.640 METERS 24128     |
 RK0627|---------------------------------------------------------------------|
 RK0627
 RK0627                          SUPERSEDED SURVEY CONTROL
 RK0627
 RK0627  NAD 83(1986)-  46 08 24.42224(N)    086 19 17.87337(W) AD(       ) 2
 RK0627  NAD 27      -  46 08 24.55043(N)    086 19 17.32844(W) AD(       ) 2
 RK0627
 RK0627.Superseded values are not recommended for survey control.
 RK0627
 RK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0627.See file dsdata.pdf to determine how the superseded data were derived.
 RK0627
 RK0627_MARKER: DS = TRIANGULATION STATION DISK
 RK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0627_STAMPING: ASHFORD 1965
 RK0627_MARK LOGO: CGS
 RK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0627+STABILITY: SURFACE MOTION
 RK0627
 RK0627  HISTORY     - Date     Condition        Report By
 RK0627  HISTORY     - 1965     MONUMENTED       CGS
 RK0627
 RK0627                          STATION DESCRIPTION
 RK0627
 RK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0627'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SHINGLETON, 13-1/2
 RK0627'MILES NORTH-NORTHWEST OF MANISTIQUE, 9 MILES SOUTHEAST OF STEUBEN,
 RK0627'IN SECTION 4, T. 43 N., R. 16 N., AND AT THE SOUTHWEST CORNER OF AN
 RK0627'OPEN FIELD ON PROPERTY OWNED BY MR. HERBERT SCHALON.
 RK0627'
 RK0627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0627'SHINGLETON, GO SOUTH ON STATE HIGHWAY 94 FOR 8.0 MILES TO A CONCRETE
 RK0627'BRIDGE OVER THE SOUTH BRANCH OF STUTTS CREEK.  CONTINUE SOUTH ON
 RK0627'HIGHWAY 94 FOR 3.65 MILES TO A CROSSROAD.  CONTINUE SOUTH AND EAST
 RK0627'ON HIGHWAY 94 FOR 6.65 MILES TO A FIELD ROAD RIGHT AND THE AZIMUTH
 RK0627'MARK ON THE LEFT AT THE NORTHEAST CORNER OF A FIELD.  TURN RIGHT
 RK0627'AND GO SOUTH AND SOUTHWEST ON THE FIELD ROAD FOR 0.3 MILE TO THE
 RK0627'STATION.
 RK0627'
 RK0627'STATION MARKS ARE STANDARD DISKS STAMPED ASHFORD 1965.  THE SURFACE
 RK0627'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0627'IT IS 118 FEET EAST OF THE WEST EDGE OF WOODS, 62 FEET NORTH OF THE
 RK0627'NORTH EDGE OF WOODS AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RK0627'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46
 RK0627'INCHES BELOW THE GROUND SURFACE.
 RK0627'
 RK0627'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASHFORD NO 1 1965, IS
 RK0627'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 RK0627'74.9 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST AND 21 FEET NORTH
 RK0627'OF THE NORTH EDGE OF WOODS.
 RK0627'
 RK0627'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASHFORD NO 2 1965, IS
 RK0627'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 26
 RK0627'FEET NORTH OF THE NORTH EDGE OF WOODS AND 73 FEET SOUTHWEST OF THE
 RK0627'METAL WITNESS POST.
 RK0627'
 RK0627'AZIMUTH MARK, A STANDARD DISK STAMPED ASHFORD 1965, IS SET IN A ROUND
 RK0627'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 67 FEET EAST OF
 RK0627'THE CENTER OF A FIELD ROAD, 59 FEET SOUTH OF THE CENTER OF STATE
 RK0627'HIGHWAY 94 AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 RK0627'
 RK0627'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1164 ***********************************************************************
 RJ1164  DESIGNATION -  ASPEN
 RJ1164  PID         -  RJ1164
 RJ1164  STATE/COUNTY-  MI/LUCE
 RJ1164  COUNTRY     -  US
 RJ1164  USGS QUAD   -  BETSY LAKE SOUTH (2017)
 RJ1164
 RJ1164                         *CURRENT SURVEY CONTROL
 RJ1164  ______________________________________________________________________
 RJ1164* NAD 83(1994) POSITION- 46 35 04.53526(N) 085 20 34.28753(W)   ADJUSTED
 RJ1164* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 RJ1164  ______________________________________________________________________
 RJ1164  GEOID HEIGHT    -        -36.117 (meters)                     GEOID18
 RJ1164  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 RJ1164  HORZ ORDER      -  THIRD
 RJ1164
 RJ1164.The horizontal coordinates were established by classical geodetic methods
 RJ1164.and adjusted by the National Geodetic Survey in February 1997.
 RJ1164
 RJ1164.The orthometric height was scaled from a topographic map.
 RJ1164
 RJ1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1164.GEOID18 height accuracy estimate available here.
 RJ1164
 RJ1164.Click photographs - Photos may exist for this station.
 RJ1164
 RJ1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1164
 RJ1164. The following values were computed from the NAD 83(1994) position.
 RJ1164
 RJ1164;                    North         East     Units Scale Factor Converg.
 RJ1164;SPC MI N     -   201,528.303 8,126,989.262   MT  0.99991646   +1 11 52.0
 RJ1164;SPC MI N     -   661,182.10 26,663,350.60   iFT  0.99991646   +1 11 52.0
 RJ1164;UTM  16      - 5,160,336.944   626,957.365   MT  0.99979812   +1 12 14.0
 RJ1164
 RJ1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1164!SPC MI N     -   0.99996662  x   0.99991646  =   0.99988309
 RJ1164!UTM  16      -   0.99996662  x   0.99979812  =   0.99976475
 RJ1164
 RJ1164:                Primary Azimuth Mark                     Grid Az
 RJ1164:SPC MI N     -  CULHANE                                  111 19 58.6
 RJ1164:UTM  16      -  CULHANE                                  111 19 36.6
 RJ1164
 RJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2695760336(NAD 83)
 RJ1164
 RJ1164|---------------------------------------------------------------------|
 RJ1164| PID    Reference Object                     Distance      Geod. Az  |
 RJ1164|                                                           dddmmss.s |
 RJ1164| CH1668 ASPEN RM 1                           22.945 METERS 08511     |
 RJ1164| RJ1159 CULHANE                             APPROX.12.1 KM 1123150.6 |
 RJ1164| CH1669 ASPEN RM 2                           21.382 METERS 32431     |
 RJ1164|---------------------------------------------------------------------|
 RJ1164
 RJ1164                          SUPERSEDED SURVEY CONTROL
 RJ1164
 RJ1164  NAD 83(1986)-  46 35 04.52901(N)    085 20 34.28462(W) AD(       ) 3
 RJ1164  NAD 27      -  46 35 04.48385(N)    085 20 33.86213(W) AD(       ) 3
 RJ1164
 RJ1164.Superseded values are not recommended for survey control.
 RJ1164
 RJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1164.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1164
 RJ1164_MARKER: DS = TRIANGULATION STATION DISK
 RJ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1164_STAMPING: ASPEN 1965
 RJ1164_MARK LOGO: CGS
 RJ1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1164+STABILITY: SURFACE MOTION
 RJ1164
 RJ1164  HISTORY     - Date     Condition        Report By
 RJ1164  HISTORY     - 1965     MONUMENTED       CGS
 RJ1164
 RJ1164                          STATION DESCRIPTION
 RJ1164
 RJ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1164'STATION IS ABOUT 17-3/4 MILES NORTHEAST OF NEWBERRY, 15 MILES
 RJ1164'SOUTHWEST OF PARADISE, 3-1/2 MILES SOUTHWEST OF BETSY LAKE AND ON
 RJ1164'STATE LAND.
 RJ1164'
 RJ1164'TO REACH THE STATION FROM THE RAILROAD CROSSING WEST OF THE DEPOT IN
 RJ1164'NEWBERRY, GO NORTH ON STATE HIGHWAY 123 FOR 4.3 MILES TO A SIDE ROAD
 RJ1164'LEFT (LUCE COUNTY ROAD 407).  CONTINUE NORTHEASTERLY ON HIGHWAY 123
 RJ1164'FOR 8.4 MILES TO A SIDE ROAD RIGHT (FORDNEY TOWER ROAD).  CONTINUE
 RJ1164'NORTHEAST ON HIGHWAY 123 FOR 5.65 MILES TO A SIDE ROAD LEFT (LUCE
 RJ1164'COUNTY ROAD 500).  TURN LEFT AND GO NORTHWEST AND NORTH ON COUNTY ROAD
 RJ1164'500 WHICH IS A GRADED SAND ROAD FOR 1.55 MILES TO THE STATION ON THE
 RJ1164'LEFT.
 RJ1164'
 RJ1164'STATION MARKS ARE STANDARD DISK STAMPED ASPEN 1965.  THE SURFACE DISK
 RJ1164'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 5
 RJ1164'FEET EAST OF A METAL WITNESS POST, 36 FEET NORTHEAST OF AN 8 INCH
 RJ1164'ASPEN TREE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE AND 37 FEET WEST
 RJ1164'OF THE CENTER OF A SAND ROAD.  THE UNDERGROUND DISK IS SET IN AN
 RJ1164'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1164'
 RJ1164'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASPEN NO 1 1965, IS SET
 RJ1164'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.5 FEET
 RJ1164'NORTHWEST OF A METAL WITNESS POST, 25 FEET NORTH OF AN 8 INCH ASPEN
 RJ1164'TREE AND 39 FEET EAST OF THE CENTER OF THE SAND ROAD.
 RJ1164'
 RJ1164'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASPEN NO 2 1965, IS SET
 RJ1164'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.5 FEET
 RJ1164'SOUTHWEST OF A METAL WITNESS POST AND 79 FEET WEST OF THE CENTER OF
 RJ1164'THE SAND ROAD.
 RJ1164'
 RJ1164'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1164'
 RJ1164'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0795 ***********************************************************************
 OJ0795  DESIGNATION -  ATKINS 2
 OJ0795  PID         -  OJ0795
 OJ0795  STATE/COUNTY-  MI/ST CLAIR
 OJ0795  COUNTRY     -  US
 OJ0795  USGS QUAD   -  RUBY (2017)
 OJ0795
 OJ0795                         *CURRENT SURVEY CONTROL
 OJ0795  ______________________________________________________________________
 OJ0795* NAD 83(1994) POSITION- 43 03 41.28347(N) 082 34 05.47834(W)   ADJUSTED
 OJ0795* NAVD 88 ORTHO HEIGHT -   228.0   (meters)      748.    (feet) VERTCON3
 OJ0795  ______________________________________________________________________
 OJ0795  GEOID HEIGHT    -        -34.732 (meters)                     GEOID18
 OJ0795  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 OJ0795  HORZ ORDER      -  FIRST
 OJ0795
 OJ0795.The horizontal coordinates were established by classical geodetic methods
 OJ0795.and adjusted by the National Geodetic Survey in February 1997.
 OJ0795
 OJ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0795
 OJ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0795.GEOID18 height accuracy estimate available here.
 OJ0795
 OJ0795.Click photographs - Photos may exist for this station.
 OJ0795
 OJ0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0795
 OJ0795. The following values were computed from the NAD 83(1994) position.
 OJ0795
 OJ0795;                    North         East     Units Scale Factor Converg.
 OJ0795;SPC MI S     -   175,009.148 4,146,479.298   MT  0.99991161   +1 13 26.1
 OJ0795;SPC MI S     -   574,176.99 13,603,934.70   iFT  0.99991161   +1 13 26.1
 OJ0795;UTM  17      - 4,768,834.024   372,305.928   MT  0.99980059   -1 04 15.2
 OJ0795
 OJ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0795!SPC MI S     -   0.99996969  x   0.99991161  =   0.99988131
 OJ0795!UTM  17      -   0.99996969  x   0.99980059  =   0.99977029
 OJ0795
 OJ0795:                Primary Azimuth Mark                     Grid Az
 OJ0795:SPC MI S     -  ATKINS 2 AZ MK                           132 30 01.3
 OJ0795:UTM  17      -  ATKINS 2 AZ MK                           134 47 42.6
 OJ0795
 OJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7230568834(NAD 83)
 OJ0795
 OJ0795|---------------------------------------------------------------------|
 OJ0795| PID    Reference Object                     Distance      Geod. Az  |
 OJ0795|                                                           dddmmss.s |
 OJ0795| CH0754 ATKINS 2 RM 4                        11.507 METERS 08427     |
 OJ0795| OJ0802 ATKINS 2 AZ MK                      APPROX. 0.6 KM 1334327.4 |
 OJ0795| OJ0804 ATKINS                               45.737 METERS 16638     |
 OJ0795| CH0753 ATKINS 2 RM 3                        11.684 METERS 26852     |
 OJ0795|---------------------------------------------------------------------|
 OJ0795
 OJ0795                          SUPERSEDED SURVEY CONTROL
 OJ0795
 OJ0795  NAD 83(1986)-  43 03 41.27068(N)    082 34 05.50938(W) AD(       ) 1
 OJ0795  NAD 27      -  43 03 41.16798(N)    082 34 05.78992(W) AD(       ) 1
 OJ0795  NGVD 29 (07/19/86)  228.1    (m)          748.     (f) VERT ANG       
 OJ0795
 OJ0795.Superseded values are not recommended for survey control.
 OJ0795
 OJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0795.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0795
 OJ0795_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0795_STAMPING: ATKINS 2 1976
 OJ0795_MARK LOGO: NGS
 OJ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0795+STABILITY: SURFACE MOTION
 OJ0795
 OJ0795  HISTORY     - Date     Condition        Report By
 OJ0795  HISTORY     - 1976     MONUMENTED       NGS
 OJ0795  HISTORY     - 1980     GOOD             MIDH
 OJ0795  HISTORY     - 19990703 GOOD             USPSQD
 OJ0795  HISTORY     - 20060409 GOOD             USPSQD
 OJ0795
 OJ0795                          STATION DESCRIPTION
 OJ0795
 OJ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0795'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF AVOCA, 5-1/2
 OJ0795'MILES NORTH-NORTHWEST OF WADHAMS, 5-1/2 MILES SOUTHWEST OF
 OJ0795'LAKEPORT AND 2 MILES WEST OF NORTH STREET.  IT IS ON PROPERTIES
 OJ0795'OWNED BY MR. ERWIN CHARLES, 5810 CARRIGAN ROAD AND MR. ROBERT
 OJ0795'CHARLES, 5424 WILDCAT ROAD, NORTH STREET, MICHIGAN.  PHONE
 OJ0795'NUMBER OF MR. ERWIN CHARLES IS 313/385-4021.  THE STATION IS
 OJ0795'LOCATED IN THE NORTH PART OF SECTION 10, R16E, T2N.
 OJ0795'
 OJ0795'TO REACH THE STATION FROM THE POST OFFICE IN NORTH STREET,
 OJ0795'GO NORTH ON NORTH ROAD FOR 0.1 MILE TO A CROSSROAD,
 OJ0795'(CARRIGAN ROAD), TURN LEFT AND GO WEST ON CARRIGAN ROAD FOR 1.5
 OJ0795'MILES TO A CROSSROAD, (VINCENT ROAD), CONTINUE WEST ON CARRIGAN
 OJ0795'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OJ0795'WEST FOR 0.1 MILE TO A TRACK ROAD RIGHT LEADING INTO A FIELD.
 OJ0795'TURN RIGHT, THEN LEFT, FOLLOWING TRACK ROAD WEST AND NORTH
 OJ0795'FOR 0.2 MILE TO A FENCELINE.  TURN LEFT AND GO WEST
 OJ0795'ALONG NORTH SIDE OF FENCELINE ALONG FIELD EDGE FOR 0.05 MILE
 OJ0795'TO STATION ON THE LEFT, ABOUT 4 FEET HIGHER THAN FIELD.
 OJ0795'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO TREES.
 OJ0795'
 OJ0795'STATION MARKS, STAMPED---ATKINS 2 1976---, ARE STANDARD DISKS.
 OJ0795'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0795'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND
 OJ0795'SURFACE. IT IS 12 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD,
 OJ0795'2.0 FEET NORTHWEST OF A METAL WITNESS POST, 1.7 FEET
 OJ0795'NORTH OF FENCELINE AND ABOUT 4
 OJ0795'FEET HIGHER THAN THE CULTIVATED FIELD.
 OJ0795'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 OJ0795'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OJ0795'
 OJ0795'THE STATION MARK, STAMPED---ATKINS 1909---, IS A U.S.
 OJ0795'LAKE SURVEY DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0795'CONCRETE WHICH APPEARS TO HAVE BEEN CHIPPED OFF BY FARM
 OJ0795'MACHINERY.  IT IS 149 FEET SOUTH OF A METAL WITNESS POST
 OJ0795'WHICH IS SET IN A FENCELINE AND 45.8 METERS SOUTH OF
 OJ0795'TRIANGULATION STATION ATKINS 2.
 OJ0795'
 OJ0795'REFERENCE MARK 3, STAMPED---ATKINS 2 NO 3 1976---, A STANDARD
 OJ0795'DISK SET IN THE TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT
 OJ0795'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.8
 OJ0795'FEET NORTH OF FENCELINE AND 1.7 FEET SOUTH OF A METAL WITNESS
 OJ0795'POST.
 OJ0795'
 OJ0795'REFERENCE MARK 4, STAMPED---ATKINS 2 NO 4 1976---, A STANDARD
 OJ0795'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0795'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.6
 OJ0795'FEET NORTH OF FENCELINE AND 2.4 FEET SOUTH OF A METAL WITNESS
 OJ0795'POST.
 OJ0795'
 OJ0795'AZIMUTH MARK, STAMPED---ATKINS 2 1976---, A STANDARD DISK SET
 OJ0795'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OJ0795'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH
 OJ0795'OF THE APPROXIMATE CENTER OF CARRIGAN ROAD, 9.4 FEET SOUTHWEST
 OJ0795'OF A 16-INCH TREE AND 5.1 FEET WEST OF A METAL WITNESS POST.
 OJ0795'
 OJ0795'A TRAVERSE CONNECTION WAS MADE TO ATKINS USLS.
 OJ0795'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 OJ0795'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK.
 OJ0795'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 30.3 METERS.
 OJ0795'DESCRIBED BY D.A. BOWLING
 OJ0795
 OJ0795                          STATION RECOVERY (1980)
 OJ0795
 OJ0795'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RGW)
 OJ0795'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. TO
 OJ0795'REACH AND DESCRIPTION ARE ADEQUATE.
 OJ0795
 OJ0795                          STATION RECOVERY (1999)
 OJ0795
 OJ0795'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0795'RECOVERED IN GOOD CONDITION.
 OJ0795
 OJ0795                          STATION RECOVERY (2006)
 OJ0795
 OJ0795'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0795'FOUND MARK STAMPED ATKINS 2 1976 IN AN OVERGROWN FENCEROW, ALMOST
 OJ0795'DIRECTLY BEHIND A MOUNDED RISE IN TILLED FIELD.  WITNESS POST AND SIGN
 OJ0795'WERE GONE.
 OJ0795'FOUND MARK STAMPED ATKINS 1909 ENTIRELY REMOVED FROM TILLED FIELD
 OJ0795'WHERE IT BELONGED-CARRIED FROM FIELD AND WILL REPORT AS DESTROYED.
 OJ0795'FOUND MARK STAMPED ATKINS 2 NO 3 1976 IN OVERGROWN FENCEROW.  WITNESS
 OJ0795'POST IN PLACE BUT SIGN MISSING.
 OJ0795'CONTACT NAME IN STATION DESCRIPTION SHOULD READ MRS. LINDA CHARLES
 OJ0795'WITH A PHONE NUMBER OF 810-385-4021.  SHE IS THE OWNER OF THE
 OJ0795'CENTENNIAL FARM MARKS ARE LOCATED ON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0802 ***********************************************************************
 OJ0802  DESIGNATION -  ATKINS 2 AZ MK
 OJ0802  PID         -  OJ0802
 OJ0802  STATE/COUNTY-  MI/ST CLAIR
 OJ0802  COUNTRY     -  US
 OJ0802  USGS QUAD   -  RUBY (2017)
 OJ0802
 OJ0802                         *CURRENT SURVEY CONTROL
 OJ0802  ______________________________________________________________________
 OJ0802* NAD 83(1994) POSITION- 43 03 28.95815(N) 082 33 47.90498(W)   ADJUSTED
 OJ0802* NAVD 88 ORTHO HEIGHT -   224.1   (meters)      735.    (feet) VERTCON3
 OJ0802  ______________________________________________________________________
 OJ0802  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 OJ0802  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 OJ0802  HORZ ORDER      -  SECOND
 OJ0802
 OJ0802.The horizontal coordinates were established by classical geodetic methods
 OJ0802.and adjusted by the National Geodetic Survey in February 1997.
 OJ0802
 OJ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0802
 OJ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0802.GEOID18 height accuracy estimate available here.
 OJ0802
 OJ0802.Click photographs - Photos may exist for this station.
 OJ0802
 OJ0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0802
 OJ0802. The following values were computed from the NAD 83(1994) position.
 OJ0802
 OJ0802;                    North         East     Units Scale Factor Converg.
 OJ0802;SPC MI S     -   174,637.422 4,146,884.961   MT  0.99991143   +1 13 38.1
 OJ0802;SPC MI S     -   572,957.42 13,605,265.62   iFT  0.99991143   +1 13 38.1
 OJ0802;UTM  17      - 4,768,446.395   372,696.339   MT  0.99979937   -1 04 02.9
 OJ0802
 OJ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0802!SPC MI S     -   0.99997031  x   0.99991143  =   0.99988174
 OJ0802!UTM  17      -   0.99997031  x   0.99979937  =   0.99976968
 OJ0802
 OJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7269668446(NAD 83)
 OJ0802
 OJ0802                          SUPERSEDED SURVEY CONTROL
 OJ0802
 OJ0802  NAD 83(1986)-  43 03 28.94531(N)    082 33 47.93611(W) AD(       ) 2
 OJ0802  NAD 27      -  43 03 28.84234(N)    082 33 48.21745(W) AD(       ) 2
 OJ0802  NGVD 29 (07/19/86)  224.2    (m)          736.     (f) VERT ANG       
 OJ0802
 OJ0802.Superseded values are not recommended for survey control.
 OJ0802
 OJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0802.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0802
 OJ0802_MARKER: DZ = AZIMUTH MARK DISK
 OJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0802_STAMPING: ATKINS 2 1976
 OJ0802_MARK LOGO: NGS
 OJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0802+STABILITY: SURFACE MOTION
 OJ0802
 OJ0802  HISTORY     - Date     Condition        Report By
 OJ0802  HISTORY     - 1976     MONUMENTED       NGS
 OJ0802  HISTORY     - 19990703 GOOD             USPSQD
 OJ0802  HISTORY     - 20060409 GOOD             USPSQD
 OJ0802
 OJ0802                          STATION DESCRIPTION
 OJ0802
 OJ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0802'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF AVOCA, 5-1/2
 OJ0802'MILES NORTH-NORTHWEST OF WADHAMS, 5-1/2 MILES SOUTHWEST OF
 OJ0802'LAKEPORT AND 2 MILES WEST OF NORTH STREET.
 OJ0802'
 OJ0802'TO REACH THE STATION FROM THE POST OFFICE IN NORTH STREET,
 OJ0802'GO NORTH ON NORTH ROAD FOR 0.1 MILE TO A CROSSROAD,
 OJ0802'(CARRIGAN ROAD), TURN LEFT AND GO WEST ON CARRIGAN ROAD FOR 1.5
 OJ0802'MILES TO A CROSSROAD, (VINCENT ROAD), CONTINUE WEST ON CARRIGAN
 OJ0802'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OJ0802'
 OJ0802'AZIMUTH MARK, STAMPED---ATKINS 2 1976---, A STANDARD DISK SET
 OJ0802'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OJ0802'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH
 OJ0802'OF THE APPROXIMATE CENTER OF CARRIGAN ROAD, 9.4 FEET SOUTHWEST
 OJ0802'OF A 16-INCH TREE AND 5.1 FEET WEST OF A METAL WITNESS POST.
 OJ0802'
 OJ0802'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION ATKINS 2.
 OJ0802'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0802'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0802'DESCRIBED BY D.A. BOWLING
 OJ0802
 OJ0802                          STATION RECOVERY (1999)
 OJ0802
 OJ0802'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0802'RECOVERED IN GOOD CONDITION.
 OJ0802
 OJ0802                          STATION RECOVERY (2006)
 OJ0802
 OJ0802'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0802'WITNESS POST HAS BEEN REMOVED.  MARK IS LOCATED IN AN OVERGROWN
 OJ0802'FENCEROW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0615 ***********************************************************************
 QK0615  DESIGNATION -  ATLANTA
 QK0615  PID         -  QK0615
 QK0615  STATE/COUNTY-  MI/MONTMORENCY
 QK0615  COUNTRY     -  US
 QK0615  USGS QUAD   -  ATLANTA SE (2017)
 QK0615
 QK0615                         *CURRENT SURVEY CONTROL
 QK0615  ______________________________________________________________________
 QK0615* NAD 83(1994) POSITION- 45 00 23.08053(N) 084 02 03.00209(W)   ADJUSTED
 QK0615* NAVD 88 ORTHO HEIGHT -   307.96  (+/-2cm)     1010.4   (feet) VERTCON3
 QK0615  ______________________________________________________________________
 QK0615  GEOID HEIGHT    -        -35.975 (meters)                     GEOID18
 QK0615  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 QK0615  OBS GRAVITY     -    980,503.0   (mgal)                       GRAV_OBS
 QK0615
 QK0615  HORZ ORDER      -  FIRST
 QK0615  VERT ORDER      -  THIRD ? (See Below)
 QK0615
 QK0615.The horizontal coordinates were established by classical geodetic methods
 QK0615.and adjusted by the National Geodetic Survey in February 1997.
 QK0615
 QK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0615
 QK0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0615.GEOID18 height accuracy estimate available here.
 QK0615
 QK0615.The vertical order pertains to the NGVD 29 superseded value.
 QK0615
 QK0615.Click photographs - Photos may exist for this station.
 QK0615
 QK0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0615
 QK0615.The observed gravity was obtained from relative gravimeter ties
 QK0615.to the IGSN71 gravity network.
 QK0615
 QK0615. The following values were computed from the NAD 83(1994) position.
 QK0615
 QK0615;                    North         East     Units Scale Factor Converg.
 QK0615;SPC MI C     -   187,818.013 6,026,211.257   MT  0.99991331   +0 14 05.6
 QK0615;SPC MI C     -   616,200.83 19,771,034.31   iFT  0.99991331   +0 14 05.6
 QK0615;UTM  16      - 4,987,942.491   733,727.027   MT  1.00027177   +2 05 54.0
 QK0615;UTM  17      - 4,988,142.079   260,887.764   MT  1.00030309   -2 08 48.2
 QK0615
 QK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0615!SPC MI C     -   0.99995736  x   0.99991331  =   0.99987067
 QK0615!UTM  16      -   0.99995736  x   1.00027177  =   1.00022912
 QK0615!UTM  17      -   0.99995736  x   1.00030309  =   1.00026044
 QK0615
 QK0615:                Primary Azimuth Mark                     Grid Az
 QK0615:SPC MI C     -  FLANDERS RESET                           075 40 37.0
 QK0615:UTM  16      -  FLANDERS RESET                           073 48 48.6
 QK0615:UTM  17      -  FLANDERS RESET                           078 03 30.8
 QK0615
 QK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ3372787942(NAD 83)
 QK0615
 QK0615|---------------------------------------------------------------------|
 QK0615| PID    Reference Object                     Distance      Geod. Az  |
 QK0615|                                                           dddmmss.s |
 QK0615| QJ0287 FLANDERS RESET                      APPROX.25.0 KM 0755442.6 |
 QK0615| CH1670 ATLANTA RM 1                         21.092 METERS 09527     |
 QK0615| CH1671 ATLANTA RM 2                         19.451 METERS 19033     |
 QK0615| CH1672 ATLANTA RM 3                         19.447 METERS 19035     |
 QK0615| QK0616 EAST ATLANTA FIRE LOOKOUT TWR        11.089 METERS 22214     |
 QK0615| QK0619 PRESQUE ISLE S LOOKOUT TOWER        APPROX.17.8 KM 3253140.0 |
 QK0615|---------------------------------------------------------------------|
 QK0615
 QK0615                          SUPERSEDED SURVEY CONTROL
 QK0615
 QK0615  NAD 83(1986)-  45 00 23.07140(N)    084 02 03.00448(W) AD(       ) 1
 QK0615  NAD 27      -  45 00 23.04000(N)    084 02 03.00100(W) AD(       ) 1
 QK0615  NGVD 29             308.09   (m)         1010.8    (f) LEVELING    3  
 QK0615
 QK0615.Superseded values are not recommended for survey control.
 QK0615
 QK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0615.See file dsdata.pdf to determine how the superseded data were derived.
 QK0615
 QK0615_MARKER: DS = TRIANGULATION STATION DISK
 QK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0615_STAMPING: ATLANTA 1932
 QK0615_MARK LOGO: CGS
 QK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0615+STABILITY: SURFACE MOTION
 QK0615
 QK0615  HISTORY     - Date     Condition        Report By
 QK0615  HISTORY     - 1932     MONUMENTED       CGS
 QK0615  HISTORY     - 1949     GOOD             CGS
 QK0615  HISTORY     - 1956     GOOD             CGS
 QK0615  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QK0615  HISTORY     - 1972     GOOD             NGS
 QK0615  HISTORY     - 20011205 GOOD             NGS
 QK0615
 QK0615                          STATION DESCRIPTION
 QK0615
 QK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0615'ABOUT 5-1/2 MILES EAST OF ATLANTA, IN SE 1/4 SEC. 11, T. 30 N., R. 3
 QK0615'E., ON LAND LEASED TO STATE FOR EAST ATLANTA FIRE LOOKOUT TOWER, 11.85
 QK0615'METERS (38.9 FEET) NORTHEAST OF SOUTHEAST TOWER LEG, 6.90 METERS (22.6
 QK0615'FEET) NORTHEAST OF NORTHEAST TOWER LEG, AND 11.80 METERS (38.7 FEET)
 QK0615'NORTHEAST OF NORTHWEST TOWER LEG.
 QK0615'
 QK0615'TO REACH FROM ATLANTA, GO EAST 5 MILES ON ROUTE M-32 TO POINT WHERE
 QK0615'HIGHWAY TURNS SOUTH, CONTINUE EAST ON OLD DIRT ROAD, AND FOLLOW EAST
 QK0615'AND SOUTH 0.7 MILE TO FIRE TOWER AND STATION SITE.
 QK0615'
 QK0615'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 QK0615'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 QK0615'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, PROJECTING 6
 QK0615'INCHES.
 QK0615'
 QK0615'NO. 1 IS 14.70 METERS (48.2 FEET) EAST OF CENTER LINE OF ROAD, 3.40
 QK0615'METERS (11.2 FEET) SOUTH OF 12-INCH MAPLE TREE, AND 21.10 METERS (69.2
 QK0615'FEET) FROM STATION IN AZIMUTH 175 DEG 25 MIN.
 QK0615'
 QK0615'NO.  2 IS 10.6 METERS (35 FEET) WEST OF CENTER LINE OF ROAD, 8.2
 QK0615'METERS (27 FEET) SOUTH OF SOUTHEAST TOWER LEG, 10.40 METERS (34.1
 QK0615'FEET) SOUTHEAST OF SOUTHWEST TOWER LEG, AND 19.45 METERS (63.8 FEET)
 QK0615'FROM STATION IN AZIMUTH 10 DEG 33 MIN.  CENTER OF EAST ATLANTA, FIRE
 QK0615'LOOKOUT TOWER IS 11.10 METERS (36.4 FEET) FROM STATION IN AZIMUTH 42
 QK0615'DEG 12 MIN.
 QK0615
 QK0615                          STATION RECOVERY (1949)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RRY)
 QK0615'RECOVERED IN GOOD CONDITION.
 QK0615'
 QK0615'THE STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 QK0615'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND, 35 FEET NE OF CENTER
 QK0615'OF FOREST SERVICE LOOKOUT TOWER (ATLANTA E.)  20 FEET NW OF CENTER
 QK0615'LINE OF NE-SW TRAIL, AND STAMPED ATLANTA, 1932.
 QK0615
 QK0615                          STATION RECOVERY (1956)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0615'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 QK0615'CONDITION.  THE STATION IS ON PROPERTY OWNED BY MR. WILLIAM R. BODEN.
 QK0615'THE DIRECTION TO REFERENCE MARK 1 DID NOT CHECK WITH THE ORIGINAL
 QK0615'OBSERVATIONS BY 93 SECONDS WHILE THE DIRECTION TO REFERENCE MARK 2
 QK0615'CHECKED WITHIN 38 SECONDS AND THE ATLANTA EAST LOOKOUT TOWER CHECKED
 QK0615'WITHIN 1 MINUTE.  THE DISTANCES TO THE REFERENCE MARKS AND THE LOOKOUT
 QK0615'TOWER WERE FOUND TO BE THE SAME AS STATED IN THE ORIGINAL DESCRIPTION.
 QK0615'
 QK0615'THE STATION IS ADEQUATELY DESCRIBED IN THE 1932 DESCRIPTION.
 QK0615'
 QK0615'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0615
 QK0615                          STATION RECOVERY (1963)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QK0615'R.M. 2 WAS DESTROYED.  THE DISK WAS FOUND AND TURNED IN TO THE DUNDEE
 QK0615'POST OFFICE, WHO SENT IT TO THE WASHINGTON OFFICE.
 QK0615
 QK0615                          STATION RECOVERY (1972)
 QK0615
 QK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QK0615'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 QK0615'REFERENCE MARK 2 FOUND WITH THE DISK GONE.  A NEW DISK WAS SET IN THE
 QK0615'MONUMENT FOR REFERENCE MARK 3.  THE DISTANCE TO REFERENCE MARK 1
 QK0615'CHECKED.  THE LOOKOUT TOWER HAS BEEN TORN DOWN AND ALL THAT REMAINS
 QK0615'ARE THE CONCRETE BASES.  A NEW DESCRIPTION FOLLOWS-
 QK0615'
 QK0615'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SEC. 11, T-30-N, R-3-E,
 QK0615'AT WHAT USED TO BE THE SITE OF THE EAST ATLANTA FIRE LOOKOUT TOWER, 39
 QK0615'FEET NORTHEAST OF THE SOUTHEAST TOWER BASE, 23 FEET NORTHEAST OF THE
 QK0615'NORTHEAST TOWER BASE, 22 FEET NORTHEAST OF A 14 INCH MAPLE TREE, 17
 QK0615'FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT SOUTH OF A METAL
 QK0615'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0615'ATLANTA 1932. (NOTE 1A 7A)
 QK0615'
 QK0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 QK0615'ABOUT 7 MILES EAST OF ATLANTA, GO WESTERLY ON HIGHWAY 32 FOR 1.0 MILES
 QK0615'TO A REVERSE Y.  TURN SHARP RIGHT AND GO EASTERLY ON TRACK ROAD FOR
 QK0615'0.75 MILE TO THE STATION IN WOODED AREA AT THE HIGHEST POINT OF HILL.
 QK0615'
 QK0615'REFERENCE MARK 1 IS 10 FEET SOUTH OF A 14 INCH MAPLE TREE AND 52 FEET
 QK0615'EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES
 QK0615'AND THE DISK IS STAMPED ATLANTA 1932.  NO 1 (11A)
 QK0615'
 QK0615'REFERENCE MARK 3 IS 34 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 QK0615'25 FEET SOUTH OF THE SOUTHEAST CONCRETE BASE AND 11 FEET EAST OF A 16
 QK0615'INCH MAPLE TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 QK0615'STAMPED ATLANTA 1932 NO 3 1972.
 QK0615'
 QK0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2 MILES
 QK0615'EAST OF ATLANTA
 QK0615'
 QK0615'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QK0615
 QK0615                          STATION RECOVERY (2001)
 QK0615
 QK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0615'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0617 ***********************************************************************
 QK0617  DESIGNATION -  ATLANTA RADIO STA KQA 713 MAST
 QK0617  PID         -  QK0617
 QK0617  STATE/COUNTY-  MI/MONTMORENCY
 QK0617  COUNTRY     -  US
 QK0617  USGS QUAD   -  ATLANTA (2017)
 QK0617
 QK0617                         *CURRENT SURVEY CONTROL
 QK0617  ______________________________________________________________________
 QK0617* NAD 83(1994) POSITION- 45 01 01.22949(N) 084 09 00.63799(W)   ADJUSTED
 QK0617  ______________________________________________________________________
 QK0617  GEOID HEIGHT    -        -35.833 (meters)                     GEOID18
 QK0617  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 QK0617  HORZ ORDER      -  THIRD
 QK0617
 QK0617.The horizontal coordinates were established by classical geodetic methods
 QK0617.and adjusted by the National Geodetic Survey in February 1997.
 QK0617
 QK0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0617.GEOID18 height accuracy estimate available here.
 QK0617
 QK0617.Click photographs - Photos may exist for this station.
 QK0617
 QK0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0617
 QK0617. The following values were computed from the NAD 83(1994) position.
 QK0617
 QK0617;                    North         East     Units Scale Factor Converg.
 QK0617;SPC MI C     -   188,964.616 6,017,062.961   MT  0.99991353   +0 09 10.5
 QK0617;SPC MI C     -   619,962.65 19,741,020.21   iFT  0.99991353   +0 09 10.5
 QK0617;UTM  16      - 4,988,791.272   724,543.232   MT  1.00022001   +2 00 59.6
 QK0617
 QK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2454388791(NAD 83)
 QK0617
 QK0617                          SUPERSEDED SURVEY CONTROL
 QK0617
 QK0617  NAD 83(1986)-  45 01 01.22054(N)    084 09 00.64142(W) AD(       ) 3
 QK0617  NAD 27      -  45 01 01.19200(N)    084 09 00.63100(W) AD(       ) 3
 QK0617
 QK0617.Superseded values are not recommended for survey control.
 QK0617
 QK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0617.See file dsdata.pdf to determine how the superseded data were derived.
 QK0617
 QK0617_MARKER: 42 = RADIO/TV MAST
 QK0617
 QK0617  HISTORY     - Date     Condition        Report By
 QK0617  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0617  HISTORY     - 20011205 GOOD             NGS
 QK0617
 QK0617                          STATION DESCRIPTION
 QK0617
 QK0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0617'THE STATION IS THE CENTER OF THE BASE OF THE ATLANTA RADIO
 QK0617'STATION KQA 713
 QK0617'MAST, LOCATED ABOUT 0.75 MILE NORTH OF ATLANTA ON A HIGH WOODED HILL,
 QK0617'ON STATE PROPERTY.  IT IS A 4
 QK0617'LEGGED SELF SUPPORTING STEEL STRUCTURE, PAINTED IN ALTERNATE
 QK0617'SECTIONS OF RED AND WHITE WITH 2 RED LIGHTS AT
 QK0617'THE TOP AND 2 RED LIGHTS ABOUT THE MIDDLE
 QK0617'OF THE MAST.  IT IS ABOUT 115 FEET HIGH.  A TRAVERSE CONNECTION
 QK0617'WAS MADE FROM TRIANGULATION STATION
 QK0617'VOYER 1956.  THE DISTANCE IS 7.687 METERS, 25.22 FEET.
 QK0617'
 QK0617'TO REACH THE STATION FROM THE JUNCTION OF M 32 AND M 33 IN ATLANTA,
 QK0617'GO NORTH AND NORTHWEST ON M
 QK0617'33 FOR 1.05 MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QK0617'EAST UP HILL ON THE GRAVEL ROAD FOR
 QK0617'0.5 MILE TO THE STATION.
 QK0617
 QK0617                          STATION RECOVERY (2001)
 QK0617
 QK0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0634 ***********************************************************************
 RK0634  DESIGNATION -  ATLANTIC
 RK0634  PID         -  RK0634
 RK0634  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0634  COUNTRY     -  US
 RK0634  USGS QUAD   -  CREIGHTON (2017)
 RK0634
 RK0634                         *CURRENT SURVEY CONTROL
 RK0634  ______________________________________________________________________
 RK0634* NAD 83(1994) POSITION- 46 20 48.05586(N) 086 18 50.86743(W)   ADJUSTED
 RK0634* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 RK0634  ______________________________________________________________________
 RK0634  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 RK0634  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 RK0634  HORZ ORDER      -  SECOND
 RK0634
 RK0634.The horizontal coordinates were established by classical geodetic methods
 RK0634.and adjusted by the National Geodetic Survey in February 1997.
 RK0634
 RK0634.The orthometric height was scaled from a topographic map.
 RK0634
 RK0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0634.GEOID18 height accuracy estimate available here.
 RK0634
 RK0634.Click photographs - Photos may exist for this station.
 RK0634
 RK0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0634
 RK0634. The following values were computed from the NAD 83(1994) position.
 RK0634
 RK0634;                    North         East     Units Scale Factor Converg.
 RK0634;SPC MI N     -   173,985.427 8,052,791.211   MT  0.99990341   +0 29 44.7
 RK0634;SPC MI N     -   570,818.33 26,419,918.67   iFT  0.99990341   +0 29 44.7
 RK0634;UTM  16      - 5,132,795.988   552,775.794   MT  0.99963424   +0 29 46.5
 RK0634
 RK0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0634!SPC MI N     -   0.99996709  x   0.99990341  =   0.99987050
 RK0634!UTM  16      -   0.99996709  x   0.99963424  =   0.99960134
 RK0634
 RK0634:                Primary Azimuth Mark                     Grid Az
 RK0634:SPC MI N     -  ATLANTIC AZ MK                           265 06 47.5
 RK0634:UTM  16      -  ATLANTIC AZ MK                           265 06 45.7
 RK0634
 RK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5277532795(NAD 83)
 RK0634
 RK0634|---------------------------------------------------------------------|
 RK0634| PID    Reference Object                     Distance      Geod. Az  |
 RK0634|                                                           dddmmss.s |
 RK0634| RK0616 WALSH LOOKOUT TOWER                 APPROX. 7.8 KM 0895932.0 |
 RK0634| CH1674 ATLANTIC RM 1                        32.513 METERS 10644     |
 RK0634| RK0046 D 193                                76.886 METERS 21613     |
 RK0634| CH1673 ATLANTIC AZ MK                                     2653632.2 |
 RK0634| CH1818 ROUTE 28 STATE OF MICHIGAN MARK                    2670027.9 |
 RK0634|---------------------------------------------------------------------|
 RK0634
 RK0634                          SUPERSEDED SURVEY CONTROL
 RK0634
 RK0634  NAD 83(1986)-  46 20 48.05067(N)    086 18 50.86512(W) AD(       ) 2
 RK0634  NAD 27      -  46 20 48.18947(N)    086 18 50.32249(W) AD(       ) 2
 RK0634
 RK0634.Superseded values are not recommended for survey control.
 RK0634
 RK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0634.See file dsdata.pdf to determine how the superseded data were derived.
 RK0634
 RK0634_MARKER: DS = TRIANGULATION STATION DISK
 RK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0634_STAMPING: ATLANTIC 1965
 RK0634_MARK LOGO: CGS
 RK0634_PROJECTION: FLUSH
 RK0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0634+STABILITY: SURFACE MOTION
 RK0634
 RK0634  HISTORY     - Date     Condition        Report By
 RK0634  HISTORY     - 1965     MONUMENTED       CGS
 RK0634
 RK0634                          STATION DESCRIPTION
 RK0634
 RK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0634'THE STATION IS ABOUT 17-1/2 MILES WEST OF SENEY, 7-1/2 MILES EAST OF
 RK0634'SHINGLETON AND ON ROAD RIGHT-OF-WAY PROPERTY.
 RK0634'
 RK0634'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 77 AND
 RK0634'28 IN SENEY, GO WEST ON STATE HIGHWAY 28 FOR 4.8 MILES TO A CONCRETE
 RK0634'BRIDGE OVER HOLLAND CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR
 RK0634'3.6 MILES TO A CONCRETE BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST
 RK0634'ON STATE HIGHWAY 28 FOR 7.1 MILES TO A CONCRETE BRIDGE OVER
 RK0634'CREIGHTON CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR 1.8 MILES
 RK0634'TO THE STATION ON THE RIGHT, NORTH SIDE OF THE ROAD.
 RK0634'
 RK0634'THE STATION MARK IS A STANDARD DISK STAMPED ATLANTIC 1965.  THE
 RK0634'SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 RK0634'WITH GROUND SURFACE.  IT IS 106 FEET NORTH OF THE CENTER OF STATE
 RK0634'HIGHWAY 28 AND 28 FEET SOUTH OF THE SOUTH EDGE OF A SLOUGH.
 RK0634'(NOTE-- DUE TO EXTREME SWAMPY GROUND NO UNDERGROUND DISK WAS SET AT
 RK0634'THIS STATION.)
 RK0634'
 RK0634'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATLANTIC NO 1 1965, IS
 RK0634'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 RK0634'INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET NORTH OF THE CENTER
 RK0634'OF STATE HIGHWAY 28, 57 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 RK0634'DRIVE TO A ROADSIDE PARK AND 4 FEET SOUTH OF A 4-INCH PINE TREE.
 RK0634'
 RK0634'BENCH MARK D 193, A STANDARD BENCH MARK DISK STAMPED D 193 1964, IS
 RK0634'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 RK0634'SURFACE.  IT IS 51 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 RK0634'TRACK, 42 FEET EAST OF THE CENTER OF A GRADED ROAD, 2 FEET EAST OF
 RK0634'A POWER POLE AND 98 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28.
 RK0634'
 RK0634'AZIMUTH MARK, A STANDARD DISK STAMPED ATLANTIC 1965, IS SET IN A
 RK0634'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE
 RK0634'THE GROUND SURFACE.  IT IS 96 FEET SOUTH OF THE CENTER OF STATE
 RK0634'HIGHWAY 28, 52 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK
 RK0634'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 RK0634'
 RK0634'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 RK0634'28 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE
 RK0634'ROAD.
 RK0634'
 RK0634'MICH. STATE MARK, A ROUND BRASS DISK STAMPED STATE OF MICHIGAN, IS
 RK0634'RIVETED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 18 INCHES.  IT IS
 RK0634'47 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28, 41 FEET NORTH OF
 RK0634'MILEPOST MARKER 810-7 AND 2 FEET SOUTH OF A WHITE POST WITH A
 RK0634'YELLOW SIGN ON THE NORTH SIDE BELL TELEPHONE SYSTEM BURIED CABLE.
 RK0634'
 RK0634'TO REACH THE STATE MARK FROM THE STATION GO WEST ON STATE HIGHWAY 28
 RK0634'FOR 0.45 MILE TO THE MARK ON THE LEFT.
 RK0634'
 RK0634'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1533 ***********************************************************************
 NE1533  DESIGNATION -  ATT RADIO STATION KQE 91 TOWER
 NE1533  PID         -  NE1533
 NE1533  STATE/COUNTY-  MI/LIVINGSTON
 NE1533  COUNTRY     -  US
 NE1533  USGS QUAD   -  KENT LAKE (2017)
 NE1533
 NE1533                         *CURRENT SURVEY CONTROL
 NE1533  ______________________________________________________________________
 NE1533* NAD 83(1994) POSITION- 42 33 23.58158(N) 083 41 40.51743(W)   ADJUSTED
 NE1533  ______________________________________________________________________
 NE1533  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 NE1533  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 NE1533  HORZ ORDER      -  THIRD
 NE1533
 NE1533.The horizontal coordinates were established by classical geodetic methods
 NE1533.and adjusted by the National Geodetic Survey in February 1997.
 NE1533
 NE1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1533.GEOID18 height accuracy estimate available here.
 NE1533
 NE1533.Click photographs - Photos may exist for this station.
 NE1533
 NE1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1533
 NE1533. The following values were computed from the NAD 83(1994) position.
 NE1533
 NE1533;                    North         East     Units Scale Factor Converg.
 NE1533;SPC MI S     -   117,579.107 4,055,189.556   MT  0.99992322   +0 27 26.5
 NE1533;SPC MI S     -   385,758.23 13,304,427.68   iFT  0.99992322   +0 27 26.5
 NE1533;UTM  17      - 4,715,091.769   278,788.647   MT  1.00020210   -1 49 23.3
 NE1533
 NE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7878815091(NAD 83)
 NE1533
 NE1533                          SUPERSEDED SURVEY CONTROL
 NE1533
 NE1533  NAD 83(1986)-  42 33 23.58566(N)    083 41 40.54229(W) AD(       ) 3
 NE1533  NAD 27      -  42 33 23.48000(N)    083 41 40.76000(W) AD(       ) 3
 NE1533
 NE1533.Superseded values are not recommended for survey control.
 NE1533
 NE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1533.See file dsdata.pdf to determine how the superseded data were derived.
 NE1533
 NE1533_MARKER: 43 = RADIO/TV TOWER
 NE1533
 NE1533  HISTORY     - Date     Condition        Report By
 NE1533  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1533  HISTORY     - 19990302 GOOD             USPSQD
 NE1533  HISTORY     - 20220505 GOOD             MCA
 NE1533
 NE1533                          STATION DESCRIPTION
 NE1533
 NE1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1533'STATION IS LOCATED ON A HIGH HILL ABOUT 6 MI. SW OF
 NE1533'MILFORD, AND 2 MI.
 NE1533'S OF GENERAL MOTORS PROVING GROUND.  IT IS A
 NE1533'LARGE FOUR-LEGGED STEEL STRUCTURE,
 NE1533'368 FT. HIGH AND PAINTED RED
 NE1533'AND WHITE, AND HAS A NUMBER OF REFLECTORS ON TOP AND
 NE1533'A RED LIGHT
 NE1533'IN THE CENTER OF THE TOP OF THE TOWER.
 NE1533'
 NE1533'THERE IS ANOTHER TOWER, SMALLER IN STRUCTURE ABOUT 20 FT. E,
 NE1533'ABOUT 350 FT. HIGH
 NE1533'AND PAINTED RED AND WHITE.
 NE1533'
 NE1533'TO REACH THE STATION FROM THE INTERSECTION OF S. MAIN STREET
 NE1533'AND W. HURON ROAD
 NE1533'IN MILFORD, GO W ON HURON ROAD (WHICH BECOMES
 NE1533'GENERAL MOTORS ROAD) FOR 3.1 MI. TO
 NE1533'A T-ROAD INTERSECTION AND ENTRANCE
 NE1533'TO THE GENERAL MOTORS PROVING GROUND.  TURN LEFT AND
 NE1533'FOLLOW
 NE1533'MAIN WINDING ROAD FOR 3.3 MI. TO THE TOWER ON THE LEFT.
 NE1533'
 NE1533'THIS IS AN INTERSECTION STATION.
 NE1533
 NE1533                          STATION RECOVERY (1999)
 NE1533
 NE1533'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1533'RECOVERED IN GOOD CONDITION.
 NE1533
 NE1533                          STATION RECOVERY (2022)
 NE1533
 NE1533'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 NE1533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0956 ***********************************************************************
 OJ0956  DESIGNATION -  ATTICA METH CH SPIRE
 OJ0956  PID         -  OJ0956
 OJ0956  STATE/COUNTY-  MI/LAPEER
 OJ0956  COUNTRY     -  US
 OJ0956  USGS QUAD   -  ATTICA (2017)
 OJ0956
 OJ0956                         *CURRENT SURVEY CONTROL
 OJ0956  ______________________________________________________________________
 OJ0956* NAD 83(1994) POSITION- 43 02 00.23378(N) 083 09 46.30120(W)   ADJUSTED
 OJ0956  ______________________________________________________________________
 OJ0956  GEOID HEIGHT    -        -34.640 (meters)                     GEOID18
 OJ0956  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 OJ0956  HORZ ORDER      -  THIRD
 OJ0956
 OJ0956.The horizontal coordinates were established by classical geodetic methods
 OJ0956.and adjusted by the National Geodetic Survey in February 1997.
 OJ0956
 OJ0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0956.GEOID18 height accuracy estimate available here.
 OJ0956
 OJ0956.Click photographs - Photos may exist for this station.
 OJ0956
 OJ0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0956
 OJ0956. The following values were computed from the NAD 83(1994) position.
 OJ0956
 OJ0956;                    North         East     Units Scale Factor Converg.
 OJ0956;SPC MI S     -   171,027.834 4,098,094.111   MT  0.99991022   +0 49 09.2
 OJ0956;SPC MI S     -   561,114.94 13,445,190.65   iFT  0.99991022   +0 49 09.2
 OJ0956;UTM  17      - 4,766,793.706   323,801.300   MT  0.99998194   -1 28 34.9
 OJ0956
 OJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2380166793(NAD 83)
 OJ0956
 OJ0956                          SUPERSEDED SURVEY CONTROL
 OJ0956
 OJ0956  NAD 83(1986)-  43 02 00.22877(N)    083 09 46.33182(W) AD(       ) 3
 OJ0956  NAD 27      -  43 02 00.13035(N)    083 09 46.54606(W) AD(       ) 3
 OJ0956
 OJ0956.Superseded values are not recommended for survey control.
 OJ0956
 OJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0956.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0956
 OJ0956_MARKER: 90 = CHURCH SPIRE
 OJ0956
 OJ0956  HISTORY     - Date     Condition        Report By
 OJ0956  HISTORY     - 1977     FIRST OBSERVED   NGS
 OJ0956
 OJ0956                          STATION DESCRIPTION
 OJ0956
 OJ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0956'THE ATTICA UNITED METHODIST CHURCH SPIRE IS LOCATED IN THE
 OJ0956'SMALL VILLAGE OF ATTICA, WHICH IS 4 MILES WEST-NORTHWEST OF
 OJ0956'IMLAY CITY AND ABOUT 200 FEET NORTH OF THE JUNCTION OF ATTICA
 OJ0956'AND ELK LAKE ROADS.
 OJ0956'
 OJ0956'THE STATION IS THE TOP CENTER OF THE WHITE SPIRE.
 OJ0956'
 OJ0956'DESCRIBED BY VDN (DAB)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0957 ***********************************************************************
 OJ0957  DESIGNATION -  ATTICA UNIDENTIFIED MAST
 OJ0957  PID         -  OJ0957
 OJ0957  STATE/COUNTY-  MI/LAPEER
 OJ0957  COUNTRY     -  US
 OJ0957  USGS QUAD   -  ATTICA (2017)
 OJ0957
 OJ0957                         *CURRENT SURVEY CONTROL
 OJ0957  ______________________________________________________________________
 OJ0957* NAD 83(1994) POSITION- 43 00 15.30241(N) 083 10 39.51754(W)   ADJUSTED
 OJ0957  ______________________________________________________________________
 OJ0957  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 OJ0957  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 OJ0957  HORZ ORDER      -  THIRD
 OJ0957
 OJ0957.The horizontal coordinates were established by classical geodetic methods
 OJ0957.and adjusted by the National Geodetic Survey in February 1997.
 OJ0957
 OJ0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0957.GEOID18 height accuracy estimate available here.
 OJ0957
 OJ0957.Click photographs - Photos may exist for this station.
 OJ0957
 OJ0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0957
 OJ0957. The following values were computed from the NAD 83(1994) position.
 OJ0957
 OJ0957;                    North         East     Units Scale Factor Converg.
 OJ0957;SPC MI S     -   167,773.235 4,096,935.354   MT  0.99990904   +0 48 33.0
 OJ0957;SPC MI S     -   550,437.12 13,441,388.96   iFT  0.99990904   +0 48 33.0
 OJ0957;UTM  17      - 4,763,587.883   322,513.035   MT  0.99998755   -1 29 08.4
 OJ0957
 OJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2251363587(NAD 83)
 OJ0957
 OJ0957                          SUPERSEDED SURVEY CONTROL
 OJ0957
 OJ0957  NAD 83(1986)-  43 00 15.29782(N)    083 10 39.54824(W) AD(       ) 3
 OJ0957  NAD 27      -  43 00 15.19839(N)    083 10 39.76341(W) AD(       ) 3
 OJ0957
 OJ0957.Superseded values are not recommended for survey control.
 OJ0957
 OJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0957.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0957
 OJ0957_MARKER: 41 = ANTENNA MAST
 OJ0957
 OJ0957  HISTORY     - Date     Condition        Report By
 OJ0957  HISTORY     - 1977     FIRST OBSERVED   NGS
 OJ0957
 OJ0957                          STATION DESCRIPTION
 OJ0957
 OJ0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0957'THE ATTICA UNIDENTIFIED MAST IS LOCATED 8 MILES EAST-
 OJ0957'SOUTHEAST OF LAPEER, 5 MILES WEST-SOUTHWEST OF IMLAY CITY, 3
 OJ0957'MILES SOUTH OF STATE HIGHWAY 21, ON THE NORTH SIDE IF NEWARK
 OJ0957'ROAD, OWNER NOT DETERMINED AT THIS TIME.
 OJ0957'
 OJ0957'THE STATION IS THE LIGHT ATOP THE SINGLE COLUMN, GUYED, RED
 OJ0957'AND WHITE MAST WHICH IS 310 FEET HIGH.
 OJ0957'
 OJ0957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OJ0957'AND 24 IN LAPEER, GO SOUTH ON HIGHWAY 24 FOR 3-1/2 MILES TO A
 OJ0957'CROSSROAD.  TURN LEFT, EAST, ON NEWARK ROAD FOR 7-1/2 MILES
 OJ0957'TO THE MAST ON THE LEFT.
 OJ0957'
 OJ0957'DESCRIBED BY VDN (DAB)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0658 ***********************************************************************
 OJ0658  DESIGNATION -  ATWELL
 OJ0658  PID         -  OJ0658
 OJ0658  STATE/COUNTY-  MI/LAPEER
 OJ0658  COUNTRY     -  US
 OJ0658  USGS QUAD   -  ATTICA (2017)
 OJ0658
 OJ0658                         *CURRENT SURVEY CONTROL
 OJ0658  ______________________________________________________________________
 OJ0658* NAD 83(1986) POSITION- 43 00 36.     (N) 083 08 42.     (W)   SCALED
 OJ0658* NAVD 88 ORTHO HEIGHT -   275.977 (meters)      905.43  (feet) ADJUSTED
 OJ0658  ______________________________________________________________________
 OJ0658  GEOID HEIGHT    -        -34.702 (meters)                     GEOID18
 OJ0658  DYNAMIC HEIGHT  -        275.901 (meters)      905.19  (feet) COMP
 OJ0658  MODELED GRAVITY -    980,335.7   (mgal)                       NAVD 88
 OJ0658
 OJ0658  VERT ORDER      -  SECOND    CLASS II
 OJ0658
 OJ0658.The horizontal coordinates were scaled from a map and have
 OJ0658.an estimated accuracy of +/- 6 seconds.
 OJ0658
 OJ0658.The orthometric height was determined by differential leveling and
 OJ0658.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0658.in June 1991.
 OJ0658
 OJ0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0658.GEOID18 height accuracy estimate available here.
 OJ0658
 OJ0658.Click photographs - Photos may exist for this station.
 OJ0658
 OJ0658.The dynamic height is computed by dividing the NAVD 88
 OJ0658.geopotential number by the normal gravity value computed on the
 OJ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0658.degrees latitude (g = 980.6199 gals.).
 OJ0658
 OJ0658.The modeled gravity was interpolated from observed gravity values.
 OJ0658
 OJ0658;                    North         East    Units  Estimated Accuracy
 OJ0658;SPC MI S     -   168,450.    4,099,590.      MT  (+/- 180 meters Scaled)
 OJ0658
 OJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251641(NAD 83)
 OJ0658
 OJ0658                          SUPERSEDED SURVEY CONTROL
 OJ0658
 OJ0658  NGVD 29 (??/??/92)  276.105  (m)          905.85   (f) ADJ UNCH    2 2
 OJ0658
 OJ0658.Superseded values are not recommended for survey control.
 OJ0658
 OJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0658.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0658
 OJ0658_MARKER: DS = TRIANGULATION STATION DISK
 OJ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0658_STAMPING: ATWELL 1977
 OJ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0658+STABILITY: SURFACE MOTION
 OJ0658
 OJ0658  HISTORY     - Date     Condition        Report By
 OJ0658  HISTORY     - 1977     MONUMENTED       NGS
 OJ0658  HISTORY     - 1977     GOOD             MIDH
 OJ0658
 OJ0658                          STATION DESCRIPTION
 OJ0658
 OJ0658'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 OJ0658'3.8 MI SW FROM IMLAY CITY.
 OJ0658'LAPEER COUNTY T7N R11E ATTICA TOWNSHIP SECTION 23. FROM THE
 OJ0658'INTERSECTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 53 GO SOUTH 1.7
 OJ0658'MILES TO NEWARK ROAD, WEST 3.9 MILES TO ATWELL ROAD, NORTH 0.15 MILES
 OJ0658'TO MARK ON RIGHT. IT IS 24 FEET EAST OF CENTERLINE OF ATWELL ROAD
 OJ0658'AND 15 FEET SOUTHWEST OF A 1 INCH SPRUCE AND 12 FEET NORTH OF A 30
 OJ0658'INCH STUMP AND 11 FEET SOUTHSOUTHEAST OF A 6 INCH CHERRY AND 6 FEET
 OJ0658'SOUTHEAST OF A METAL WITNESS POST. A STANDARD DISK STAMPED ATWELL
 OJ0658'1977 SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND, 1 FOOT ABOVE
 OJ0658'ATWELL ROAD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0955 ***********************************************************************
 OJ0955  DESIGNATION -  ATWELL
 OJ0955  PID         -  OJ0955
 OJ0955  STATE/COUNTY-  MI/LAPEER
 OJ0955  COUNTRY     -  US
 OJ0955  USGS QUAD   -  ATTICA (2017)
 OJ0955
 OJ0955                         *CURRENT SURVEY CONTROL
 OJ0955  ______________________________________________________________________
 OJ0955* NAD 83(1994) POSITION- 43 00 21.51073(N) 083 08 42.30675(W)   ADJUSTED
 OJ0955* NAVD 88 ORTHO HEIGHT -   275.97  (+/-2cm)      905.4   (feet) VERTCON3
 OJ0955  ______________________________________________________________________
 OJ0955  GEOID HEIGHT    -        -34.708 (meters)                     GEOID18
 OJ0955  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 OJ0955  HORZ ORDER      -  FIRST
 OJ0955  VERT ORDER      -  THIRD ? (See Below)
 OJ0955
 OJ0955.The horizontal coordinates were established by classical geodetic methods
 OJ0955.and adjusted by the National Geodetic Survey in February 1997.
 OJ0955
 OJ0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0955
 OJ0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0955.GEOID18 height accuracy estimate available here.
 OJ0955
 OJ0955.The vertical order pertains to the NGVD 29 superseded value.
 OJ0955
 OJ0955.Click photographs - Photos may exist for this station.
 OJ0955
 OJ0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0955
 OJ0955. The following values were computed from the NAD 83(1994) position.
 OJ0955
 OJ0955;                    North         East     Units Scale Factor Converg.
 OJ0955;SPC MI S     -   168,002.780 4,099,586.734   MT  0.99990910   +0 49 52.8
 OJ0955;SPC MI S     -   551,190.22 13,450,087.71   iFT  0.99990910   +0 49 52.8
 OJ0955;UTM  17      - 4,763,711.089   325,171.673   MT  0.99997602   -1 27 48.5
 OJ0955
 OJ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0955!SPC MI S     -   0.99996217  x   0.99990910  =   0.99987127
 OJ0955!UTM  17      -   0.99996217  x   0.99997602  =   0.99993819
 OJ0955
 OJ0955:                Primary Azimuth Mark                     Grid Az
 OJ0955:SPC MI S     -  ATWELL AZ MK                             246 18 16.6
 OJ0955:UTM  17      -  ATWELL AZ MK                             248 35 57.9
 OJ0955
 OJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2517163711(NAD 83)
 OJ0955
 OJ0955|---------------------------------------------------------------------|
 OJ0955| PID    Reference Object                     Distance      Geod. Az  |
 OJ0955|                                                           dddmmss.s |
 OJ0955| OJ0942 IMLAY CITY MUN TANK                 APPROX. 6.2 KM 0695639.6 |
 OJ0955| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 6.7 KM 1842449.7 |
 OJ0955| CH0755 ATWELL RM 1                          32.712 METERS 19622     |
 OJ0955| OJ0962 ATWELL AZ MK                        APPROX. 0.6 KM 2470809.4 |
 OJ0955| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 2.7 KM 2655259.7 |
 OJ0955| OJ0956 ATTICA METH CH SPIRE                APPROX. 3.4 KM 3343407.2 |
 OJ0955| CH0756 ATWELL RM 2                          32.150 METERS 33527     |
 OJ0955|---------------------------------------------------------------------|
 OJ0955
 OJ0955                          SUPERSEDED SURVEY CONTROL
 OJ0955
 OJ0955  NAD 83(1986)-  43 00 21.50607(N)    083 08 42.33756(W) AD(       ) 1
 OJ0955  NAD 27      -  43 00 21.40648(N)    083 08 42.55663(W) AD(       ) 1
 OJ0955  NGVD 29             276.10   (m)          905.8    (f) LEVELING    3  
 OJ0955
 OJ0955.Superseded values are not recommended for survey control.
 OJ0955
 OJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0955.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0955
 OJ0955_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0955_STAMPING: ATWELL 1977
 OJ0955_MARK LOGO: NGS
 OJ0955_PROJECTION: FLUSH
 OJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0955+STABILITY: SURFACE MOTION
 OJ0955
 OJ0955  HISTORY     - Date     Condition        Report By
 OJ0955  HISTORY     - 1977     MONUMENTED       NGS
 OJ0955
 OJ0955                          STATION DESCRIPTION
 OJ0955
 OJ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0955'THE STATION IS LOCATED 4-1/2 MILES NORTH OF DRYDEN, 3 MILES
 OJ0955'SOUTH OF STATE HIGHWAY 21, 3-3/4 MILES WEST-SOUTHWEST OF
 OJ0955'IMLAY CITY, IN THE SOUTHEAST CORNER OF SECTION 22, T 7 N,
 OJ0955'R 11 E, ALONG A COUNTY ROAD, ON EDGE OF AN UNUSED
 OJ0955'CULTIVATED FIELD.  PROPERTY OWNER UNKNOWN.
 OJ0955'
 OJ0955'TO REACH THE STATION FROM THE IMLAT CITY POST OFFICE, GO EAST
 OJ0955'ON EAST THIRD STREET FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT,
 OJ0955'SOUTH, ON CEDAR ROAD (STATE HIGHWAY 53
 OJ0955'FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON NEWARK
 OJ0955'ROAD FOR 3.5 MILES TO A DIRT CROSSROAD.  (TO REACH THE
 OJ0955'AZIMUTH MARK, CONTINUE WEST ON NEWARK ROAD FOR 0.35 MILE TO
 OJ0955'THE MARK ON THE RIGHT AT A DRIVEWAY RIGHT).  TURN RIGHT,
 OJ0955'NORTH, ON ATWELL ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT
 OJ0955'
 OJ0955'STATION MARKS, STAMPED---ATWELL 1977---, ARE STANDARD DISKS
 OJ0955'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 103 FEET SOUTHEAST OF A
 OJ0955'UTILITY POLE (FIRST POLE ALONG ROAD ON LEFT), 65 FEET SOUTH OF
 OJ0955'A BRACE POLE, 24 FEET EAST OF THE ROAD CENTER, 13 FEET SOUTH-
 OJ0955'SOUTHEAST OF A 6-INCH WILD CHERRY TREE, 10.5 FEET NORTH OF A
 OJ0955'30-INCH, 40 FOOT HIGH DEAD TREE, AND 6.0 FEET SOUTHEAST OF A
 OJ0955'METAL WITNESS POST.
 OJ0955'
 OJ0955'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0955'CONCRETE MASS ABOUT 42 INCHES BELOW GROUND.
 OJ0955'
 OJ0955'REFERENCE MARK 1, STAMPED---ATWELL NO 1 1977---, IS A
 OJ0955'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 40 FEET NORTH OF THE
 OJ0955'CENTER OF A FIELD ENTRANCE, 34.5 FEET WEST-SOUTHWEST OF AN
 OJ0955'UNUSED UTLITY POLE, 12.5 FEET WEST OF THE ROAD CENTER, 1.2
 OJ0955'FEET NORTH OF A METAL WITNESS POST.
 OJ0955'
 OJ0955'REFERENCE MARK 2, STAMPED---ATWELL NO 2 1977---, IS A
 OJ0955'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 48.5 FEET WEST-
 OJ0955'NORTHWEST OF THE BRACE POLE, 15 FEET WEST OF THE ROAD CENTER,
 OJ0955'5.5 FEET NORTHEAST OF A UTILITY POLE, 2.5 FEET EAST OF AN
 OJ0955'UNUSED FENCE CORNER POST, AND 1.5 FEET SOUTH OF A METAL
 OJ0955'WITNESS POST.
 OJ0955'
 OJ0955'AZIMUTH MARK, STAMPED---ATWELL 1977---, IS A STANDARD DISK
 OJ0955'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OJ0955'GROUND ON THE SIDE OF A FILL BANK.  IT IS 40 FEET EAST OF A
 OJ0955'DRIVEWAY LEADING TO 4821 NEWARK ROAD, 13.5 FEET NORTH OF THE
 OJ0955'ROAD CENTER, 1.2 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 OJ0955'LOWER THAN THE ROAD.
 OJ0955'
 OJ0955'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0955'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.1 METERS
 OJ0955'DESCRIBED BY G.R. HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0962 ***********************************************************************
 OJ0962  DESIGNATION -  ATWELL AZ MK
 OJ0962  PID         -  OJ0962
 OJ0962  STATE/COUNTY-  MI/LAPEER
 OJ0962  COUNTRY     -  US
 OJ0962  USGS QUAD   -  ATTICA (2017)
 OJ0962
 OJ0962                         *CURRENT SURVEY CONTROL
 OJ0962  ______________________________________________________________________
 OJ0962* NAD 83(1994) POSITION- 43 00 14.05959(N) 083 09 06.38025(W)   ADJUSTED
 OJ0962* NAVD 88 ORTHO HEIGHT -   263.5   (meters)      864.    (feet) VERTCON3
 OJ0962  ______________________________________________________________________
 OJ0962  GEOID HEIGHT    -        -34.704 (meters)                     GEOID18
 OJ0962  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 OJ0962  HORZ ORDER      -  SECOND
 OJ0962
 OJ0962.The horizontal coordinates were established by classical geodetic methods
 OJ0962.and adjusted by the National Geodetic Survey in February 1997.
 OJ0962
 OJ0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0962
 OJ0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0962.GEOID18 height accuracy estimate available here.
 OJ0962
 OJ0962.Click photographs - Photos may exist for this station.
 OJ0962
 OJ0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0962
 OJ0962. The following values were computed from the NAD 83(1994) position.
 OJ0962
 OJ0962;                    North         East     Units Scale Factor Converg.
 OJ0962;SPC MI S     -   167,765.001 4,099,044.940   MT  0.99990902   +0 49 36.4
 OJ0962;SPC MI S     -   550,410.11 13,448,310.17   iFT  0.99990902   +0 49 36.4
 OJ0962;UTM  17      - 4,763,495.180   324,620.755   MT  0.99997840   -1 28 04.7
 OJ0962
 OJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0962!SPC MI S     -   0.99996413  x   0.99990902  =   0.99987315
 OJ0962!UTM  17      -   0.99996413  x   0.99997840  =   0.99994253
 OJ0962
 OJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2462063495(NAD 83)
 OJ0962
 OJ0962                          SUPERSEDED SURVEY CONTROL
 OJ0962
 OJ0962  NAD 83(1986)-  43 00 14.05495(N)    083 09 06.41112(W) AD(       ) 2
 OJ0962  NAD 27      -  43 00 13.95531(N)    083 09 06.62932(W) AD(       ) 2
 OJ0962  NGVD 29 (07/19/86)  263.6    (m)          865.     (f) VERT ANG       
 OJ0962
 OJ0962.Superseded values are not recommended for survey control.
 OJ0962
 OJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0962.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0962
 OJ0962_MARKER: DZ = AZIMUTH MARK DISK
 OJ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0962_STAMPING: ATWELL 1977
 OJ0962_MARK LOGO: NGS
 OJ0962_PROJECTION: FLUSH
 OJ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0962+STABILITY: SURFACE MOTION
 OJ0962
 OJ0962  HISTORY     - Date     Condition        Report By
 OJ0962  HISTORY     - 1977     MONUMENTED       NGS
 OJ0962
 OJ0962                          STATION DESCRIPTION
 OJ0962
 OJ0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0962'THE STATION IS LOCATED 4-1/2 MILES NORTH OF DRYDEN, 3 MILES
 OJ0962'SOUTH OF STATE HIGHWAY 21, 3-3/4 MILES WEST-SOUTHWEST OF
 OJ0962'IMLAY CITY.
 OJ0962'
 OJ0962'TO REACH THE STATION FROM THE IMLAT CITY POST OFFICE, GO EAST
 OJ0962'ON EAST THIRD STREET FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT,
 OJ0962'SOUTH, ON CEDAR ROAD (STATE HIGHWAY 53
 OJ0962'FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON NEWARK
 OJ0962'ROAD FOR 3.5 MILES TO A DIRT CROSSROAD.  CONTINUE WEST ON
 OJ0962'NEWARK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AT
 OJ0962'A DRIVEWAY RIGHT.
 OJ0962'
 OJ0962'AZIMUTH MARK, STAMPED---ATWELL 1977---, IS A STANDARD DISK
 OJ0962'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OJ0962'GROUND ON THE SIDE OF A FILL BANK.  IT IS 40 FEET EAST OF A
 OJ0962'DRIVEWAY LEADING TO 4821 NEWARK ROAD, 13.5 FEET NORTH OF THE
 OJ0962'ROAD CENTER, 1.2 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 OJ0962'LOWER THAN THE ROAD.
 OJ0962'
 OJ0962'AN EDM TRAVERSE TIE WAS MADE TO STATION ATWELL.
 OJ0962'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0962'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 OJ0962'DESCRIBED BY G.R. HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0663 ***********************************************************************
 RK0663  DESIGNATION -  AU TRAIN
 RK0663  PID         -  RK0663
 RK0663  STATE/COUNTY-  MI/ALGER
 RK0663  COUNTRY     -  US
 RK0663  USGS QUAD   -  AU TRAIN (2017)
 RK0663
 RK0663                         *CURRENT SURVEY CONTROL
 RK0663  ______________________________________________________________________
 RK0663* NAD 83(1994) POSITION- 46 26 18.89774(N) 086 46 30.74955(W)   ADJUSTED
 RK0663* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 RK0663  ______________________________________________________________________
 RK0663  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 RK0663  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 RK0663  HORZ ORDER      -  SECOND
 RK0663
 RK0663.The horizontal coordinates were established by classical geodetic methods
 RK0663.and adjusted by the National Geodetic Survey in February 1997.
 RK0663
 RK0663.The orthometric height was scaled from a topographic map.
 RK0663
 RK0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0663.GEOID18 height accuracy estimate available here.
 RK0663
 RK0663.Click photographs - Photos may exist for this station.
 RK0663
 RK0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0663
 RK0663. The following values were computed from the NAD 83(1994) position.
 RK0663
 RK0663;                    North         East     Units Scale Factor Converg.
 RK0663;SPC MI N     -   183,996.130 8,017,273.380   MT  0.99990640   +0 09 44.9
 RK0663;SPC MI N     -   603,661.84 26,303,390.35   iFT  0.99990640   +0 09 44.9
 RK0663;UTM  16      - 5,142,803.463   517,268.108   MT  0.99960367   +0 09 46.4
 RK0663
 RK0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0663!SPC MI N     -   0.99996461  x   0.99990640  =   0.99987102
 RK0663!UTM  16      -   0.99996461  x   0.99960367  =   0.99956830
 RK0663
 RK0663:                Primary Azimuth Mark                     Grid Az
 RK0663:SPC MI N     -  SHELTER                                  282 22 32.9
 RK0663:UTM  16      -  SHELTER                                  282 22 31.4
 RK0663
 RK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1726842803(NAD 83)
 RK0663
 RK0663|---------------------------------------------------------------------|
 RK0663| PID    Reference Object                     Distance      Geod. Az  |
 RK0663|                                                           dddmmss.s |
 RK0663| RK0664 AU TRAIN 2                            8.084 METERS 00455     |
 RK0663| CH1675 AU TRAIN RM 1                        24.951 METERS 06221     |
 RK0663| RK0671 SHELTER                             APPROX.16.6 KM 2823217.8 |
 RK0663| CH1676 AU TRAIN RM 2                        27.161 METERS 30102     |
 RK0663| RK0662 TT 1 T                               54.572 METERS 30504     |
 RK0663|---------------------------------------------------------------------|
 RK0663
 RK0663                          SUPERSEDED SURVEY CONTROL
 RK0663
 RK0663  NAD 83(1986)-  46 26 18.89229(N)    086 46 30.74692(W) AD(       ) 2
 RK0663  NAD 27      -  46 26 19.10700(N)    086 46 30.18100(W) AD(       ) 2
 RK0663
 RK0663.Superseded values are not recommended for survey control.
 RK0663
 RK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0663.See file dsdata.pdf to determine how the superseded data were derived.
 RK0663
 RK0663_MARKER: DS = TRIANGULATION STATION DISK
 RK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0663_STAMPING: AU TRAIN 1955
 RK0663_MARK LOGO: CGS
 RK0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0663+STABILITY: SURFACE MOTION
 RK0663
 RK0663  HISTORY     - Date     Condition        Report By
 RK0663  HISTORY     - 1955     MONUMENTED       CGS
 RK0663  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RK0663
 RK0663                          STATION DESCRIPTION
 RK0663
 RK0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0663'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MUNISING, ABOUT 3 MILES
 RK0663'EAST OF AU TRAIN, ON THE ROAD RIGHT-OF-WAY OF STATE HIGHWAY 28 AND
 RK0663'IN SECTION 26, T. 47 N., R. 20 W.
 RK0663'
 RK0663'TO REACH THE STATION FROM THE POST OFFICE IN AU TRAIN, GO NORTH ON
 RK0663'BLACKTOP ROAD FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 28,
 RK0663'TURN RIGHT AND GO EAST ON STATE HIGHWAY 28, BLACKTOP ROAD, FOR 2.95
 RK0663'MILES TO A CONCRETE BRIDGE ON THE LEFT AND THE STATION ON LEFT
 RK0663'APPROXIMATELY 150 FEET EAST-NORTHEAST OF THE CONCRETE BRIDGE.
 RK0663'
 RK0663'STATION MARK, A STANDARD DISK, STAMPED AU TRAIN 1955, IS SET IN THE
 RK0663'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 71 FEET
 RK0663'NORTH OF THE CENTER OF STATE HIGHWAY 28, 20 FEET SOUTHWEST OF A OAK
 RK0663'TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE OF THE TREE AND 4
 RK0663'FEET NORTH OF A WHITE WITNESS POST.
 RK0663'
 RK0663'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED AU TRAIN NO 1 1955, IS
 RK0663'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RK0663'IS 105 FEET NORTH OF THE CENTER OF STATE HIGHWAY 28, 1 FOOT NORTH OF
 RK0663'AN EAST-WEST FENCE LINE AND APPROXIMATELY 3 FEET LOWER THAN THE
 RK0663'STATION.
 RK0663'
 RK0663'REFERENCE MARK NO. 2, A STANDARD DISK , STAMPED AU TRAIN NO 2 1955,
 RK0663'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 RK0663'IS 12 FEET NORTH OF A DIM TRACK ROAD AND 1 FOOT EAST OF A POWER LINE
 RK0663'POLE.
 RK0663'
 RK0663'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 RK0663'
 RK0663'U.S. GEOLOGICAL SURVEY BENCH MARK IS A STANDARD BENCH MARK DISK SET
 RK0663'IN A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 54 FEET
 RK0663'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE AND 4 FEET
 RK0663'NORTH OF THE NORTHEAST CORNER OF A LARGE CONCRETE SLAB AT THE
 RK0663'EAST EDGE OF AN ORCHARD.  THE MARK IS STAMPED 856 TT1T 1954.
 RK0663'
 RK0663'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0663
 RK0663                          STATION RECOVERY (1971)
 RK0663
 RK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RK0663'THE STATION MARK, REFERENCE MARKS AND TT 1 T (USGS) WERE FOUND IN
 RK0663'GOOD CONDITION.  THE STATION MARK WAS IN THE WAY OF ROAD
 RK0663'CONSTRUCTION AND WAS DESTROYED AT THE REQUEST OF THE HIGHWAY
 RK0663'DEPARTMENT AFTER A NEW STATION AU TRAIN 2 1971 WAS ESTABLISHED.
 RK0663'THE LINE OF SIGHT TO TT 1 T (USGS) WAS OBSTRUCTED BY A BUILDING
 RK0663'AND NO MEASUREMENT OR DIRECTION COULD BE TAKEN.  THE DIRECTION
 RK0663'BETWEEN THE MARKS CHECKED AS DID THE DISTANCE TO THEM.  THE
 RK0663'UNDERGROUND STATION MARK WAS LEFT INTACT.  THE REFERENCE MARKS AND
 RK0663'THE USGS MARK WERE OUT OF CONSTRUCTION LIMITS AND WERE
 RK0663'LEFT INTACT.
 RK0663'
 RK0663'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RK0663'
 RK0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 RK0663'OF AU TRAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0664 ***********************************************************************
 RK0664  DESIGNATION -  AU TRAIN 2
 RK0664  PID         -  RK0664
 RK0664  STATE/COUNTY-  MI/ALGER
 RK0664  COUNTRY     -  US
 RK0664  USGS QUAD   -  AU TRAIN (2017)
 RK0664
 RK0664                         *CURRENT SURVEY CONTROL
 RK0664  ______________________________________________________________________
 RK0664* NAD 83(1994) POSITION- 46 26 19.15858(N) 086 46 30.71706(W)   NO CHECK
 RK0664* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 RK0664  ______________________________________________________________________
 RK0664  GEOID HEIGHT    -        -35.287 (meters)                     GEOID18
 RK0664  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 RK0664  HORZ ORDER      -  THIRD
 RK0664
 RK0664.The horizontal coordinates were established by classical geodetic methods
 RK0664.and adjusted by the National Geodetic Survey in February 1997.
 RK0664
 RK0664.No horizontal observational check was made to the station.
 RK0664
 RK0664.The orthometric height was scaled from a topographic map.
 RK0664
 RK0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0664.GEOID18 height accuracy estimate available here.
 RK0664
 RK0664.Click photographs - Photos may exist for this station.
 RK0664
 RK0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0664
 RK0664. The following values were computed from the NAD 83(1994) position.
 RK0664
 RK0664;                    North         East     Units Scale Factor Converg.
 RK0664;SPC MI N     -   184,004.186 8,017,274.051   MT  0.99990641   +0 09 44.9
 RK0664;SPC MI N     -   603,688.27 26,303,392.56   iFT  0.99990641   +0 09 44.9
 RK0664;UTM  16      - 5,142,811.516   517,268.779   MT  0.99960367   +0 09 46.4
 RK0664
 RK0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0664!SPC MI N     -   0.99996461  x   0.99990641  =   0.99987103
 RK0664!UTM  16      -   0.99996461  x   0.99960367  =   0.99956830
 RK0664
 RK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1726842811(NAD 83)
 RK0664
 RK0664|---------------------------------------------------------------------|
 RK0664| PID    Reference Object                     Distance      Geod. Az  |
 RK0664|                                                           dddmmss.s |
 RK0664| CH1675 AU TRAIN RM 1                        21.697 METERS 08039     |
 RK0664| RK0663 AU TRAIN                              8.084 METERS 18455     |
 RK0664| CH1676 AU TRAIN RM 2                        24.682 METERS 28357     |
 RK0664| RK0662 TT 1 T                               50.994 METERS 29711     |
 RK0664|---------------------------------------------------------------------|
 RK0664
 RK0664                          SUPERSEDED SURVEY CONTROL
 RK0664
 RK0664  NAD 83(1986)-  46 26 19.15312(N)    086 46 30.71443(W) AD(       ) 3
 RK0664  NAD 27      -  46 26 19.36784(N)    086 46 30.14852(W) AD(       ) 3
 RK0664
 RK0664.Superseded values are not recommended for survey control.
 RK0664
 RK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0664.See file dsdata.pdf to determine how the superseded data were derived.
 RK0664
 RK0664_MARKER: DS = TRIANGULATION STATION DISK
 RK0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0664_STAMPING: AU TRAIN 2 1971
 RK0664_MARK LOGO: CGS
 RK0664_PROJECTION: FLUSH
 RK0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0664+STABILITY: SURFACE MOTION
 RK0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0664+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 RK0664
 RK0664  HISTORY     - Date     Condition        Report By
 RK0664  HISTORY     - 1971     MONUMENTED       NGS
 RK0664  HISTORY     - 19960724 GOOD             MI-003
 RK0664  HISTORY     - 20061112 GOOD             GEOCAC
 RK0664  HISTORY     - 20250529 GOOD             MIDT
 RK0664
 RK0664                          STATION DESCRIPTION
 RK0664
 RK0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RK0664'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MUNISING, ON ROAD
 RK0664'RIGHT-OF-WAY, IN SEC. 26, T-47-N, R-20-W, 123 FEET EAST OF THE
 RK0664'CENTERLINE OF A DRIVEWAY, 21 FEET SOUTHEAST OF AN 18 INCH MAPLE
 RK0664'TREE, 98 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28 AND 1 FOOT
 RK0664'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 RK0664'DISK IS STAMPED AU TRAIN 2 1971.
 RK0664'
 RK0664'TO REACH THE STATION FROM THE BRIDGE OVER THE AU TRAIN RIVER AT THE
 RK0664'NORTH EDGE OF AU TRAIN, GO EAST ON STATE HIGHWAY 28 FOR 2.95 MILES
 RK0664'TO THE STATION ON THE LEFT.
 RK0664'
 RK0664'REFERENCE MARK 1 IS 12 FEET NORTH OF A TWIN TRUNK 12 INCH MAPLE TREE,
 RK0664'1 FOOT NORTH OF OLD FENCE LINE AND 108 FEET NORTH OF THE CENTERLINE
 RK0664'OF THE HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 RK0664'STAMPED AU TRAIN NO 1 1955.
 RK0664'
 RK0664'REFERENCE MARK 2 IS 121 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RK0664'1 FOOT EAST OF A POWER POLE AND 12 FEET NORTH OF THE CENTERLINE OF A
 RK0664'DRIVEWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RK0664'AU TRAIN NO 2 1955.
 RK0664'
 RK0664'TT 1 T (USGS) IS A STANDARD USGS DISK SET IN THE TOP OF A 6 X 6 INCH
 RK0664'CONCRETE POST PROJECTING ABOUT 4 INCHES AND STAMPED 856 FT STA TT 1
 RK0664'T 1954, 4 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN
 RK0664'BUILDING AND 10 FEET WEST OF THE CENTERLINE OF DRIVE BETWEEN 2
 RK0664'BUILDINGS.
 RK0664'
 RK0664'NO AVAILABLE PLACE FOR AN AZIMUTH MARK OR ANYTHING FROM WHICH TO SET
 RK0664'ONE FROM.
 RK0664'
 RK0664'HEIGHT OF LIGHT ABOVE STATION MARK 2 METER.
 RK0664'
 RK0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 RK0664'OF AU TRAIN.
 RK0664
 RK0664                          STATION RECOVERY (1996)
 RK0664
 RK0664'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0664'RECOVERED AS DESCRIBED.
 RK0664
 RK0664                          STATION RECOVERY (2006)
 RK0664
 RK0664'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0664'RM 1 AND RM 2 ALSO RECOVERED IN GOOD CONDITION.
 RK0664
 RK0664                          STATION RECOVERY (2025)
 RK0664
 RK0664'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5557 ***********************************************************************
 AJ5557  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5557  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5557  DESIGNATION -  AUBURN HILLS CORS ARP
 AJ5557  CORS_ID     -  METR
 AJ5557  PID         -  AJ5557
 AJ5557  STATE/COUNTY-  MI/OAKLAND
 AJ5557  COUNTRY     -  US
 AJ5557  USGS QUAD   -  ROCHESTER (2017)
 AJ5557
 AJ5557                         *CURRENT SURVEY CONTROL
 AJ5557  ______________________________________________________________________
 AJ5557* NAD 83(2011) POSITION- 42 41 05.07980(N) 083 14 33.95155(W)   ADJUSTED
 AJ5557* NAD 83(2011) ELLIP HT-   261.610 (meters)        (04/??/25)   ADJUSTED
 AJ5557* NAD 83(2011) EPOCH   -  2010.00
 AJ5557* NAVD 88 ORTHO HEIGHT -   296.07  (meters)      971.4   (feet) GPS OBS
 AJ5557  ______________________________________________________________________
 AJ5557  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AJ5557  GEOID HEIGHT    -        -34.360 (meters)                     GEOID03
 AJ5557  GEOID HEIGHT    -        -34.456 (meters)                     GEOID18
 AJ5557  NAD 83(2011) X  -    552,539.807 (meters)                     COMP
 AJ5557  NAD 83(2011) Y  - -4,663,339.746 (meters)                     COMP
 AJ5557  NAD 83(2011) Z  -  4,302,000.335 (meters)                     COMP
 AJ5557
 AJ5557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5557  Standards:
 AJ5557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5557  -------------------------------------------------------------------
 AJ5557  NETWORK    0.20   0.34           0.09   0.07   0.17     -0.21381900
 AJ5557  -------------------------------------------------------------------
 AJ5557
 AJ5557.The coordinates were established by GPS observations
 AJ5557.and adjusted by the National Geodetic Survey in April 2025.
 AJ5557
 AJ5557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5557.been affixed to the stable North American Tectonic Plate. 
 AJ5557
 AJ5557.The coordinates are valid at the epoch date displayed above
 AJ5557.which is a decimal equivalence of Year/Month/Day.
 AJ5557
 AJ5557.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5557.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5557.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5557.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5557.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5557.published epoch of 2010.00.
 AJ5557
 AJ5557.Additional information on MYCS is available at:
 AJ5557.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5557
 AJ5557.The orthometric height was determined by GPS observations and a
 AJ5557.high-resolution geoid model using precise GPS observation and
 AJ5557.processing techniques.
 AJ5557
 AJ5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5557.GEOID18 height accuracy estimate available here.
 AJ5557
 AJ5557.The PID for the CORS L1 Phase Center is DR5919.
 AJ5557
 AJ5557.Click photographs - Photos may exist for this station.
 AJ5557
 AJ5557.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5557
 AJ5557.The ellipsoidal height was determined by GPS observations
 AJ5557.and is referenced to NAD 83.
 AJ5557
 AJ5557. The following values were computed from the NAD 83(2011) position.
 AJ5557
 AJ5557;                    North         East     Units Scale Factor Converg.
 AJ5557;SPC MI S     -   132,212.865 4,092,100.465   MT  0.99991296   +0 45 53.5
 AJ5557;SPC MI S     -   433,769.24 13,425,526.46   iFT  0.99991296   +0 45 53.5
 AJ5557;UTM  17      - 4,728,245.855   316,260.310   MT  1.00001537   -1 31 15.4
 AJ5557
 AJ5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5557!SPC MI S     -   0.99995897  x   0.99991296  =   0.99987194
 AJ5557!UTM  17      -   0.99995897  x   1.00001537  =   0.99997434
 AJ5557
 AJ5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1626028245(NAD 83)
 AJ5557
 AJ5557                          SUPERSEDED SURVEY CONTROL
 AJ5557
 AJ5557  NAD 83(2011)-  42 41 05.07982(N)    083 14 33.95174(W) AD(2010.00) c
 AJ5557  ELLIP H (06/??/20)  261.606  (m)                       GP(2010.00) c c
 AJ5557  NAD 83(2011)-  42 41 05.07983(N)    083 14 33.95182(W) AD(2010.00) c
 AJ5557  ELLIP H (06/??/19)  261.615  (m)                       GP(2010.00) c c
 AJ5557  NAD 83(2011)-  42 41 05.07984(N)    083 14 33.95142(W) AD(2010.00) c
 AJ5557  NAD 83(2011)-  42 41 05.07979(N)    083 14 33.95163(W) AD(2010.00) c
 AJ5557  ELLIP H (08/??/11)  261.602  (m)                       GP(2010.00) c c
 AJ5557  NAD 83(2007)-  42 41 05.08005(N)    083 14 33.95255(W) AD(2002.00) c
 AJ5557  NAD 83(CORS)-  42 41 05.08005(N)    083 14 33.95255(W) AD(2002.00) c
 AJ5557  ELLIP H (03/??/02)  261.619  (m)                       GP(2002.00) c c
 AJ5557  NAD 83(CORS)-  42 41 05.08004(N)    083 14 33.95254(W) AD(1997.00) c
 AJ5557  ELLIP H (10/??/01)  261.618  (m)                       GP(1997.00) c c
 AJ5557
 AJ5557.Superseded values are not recommended for survey control.
 AJ5557
 AJ5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5557.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5557
 AJ5557_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5557
 AJ5557                          STATION DESCRIPTION
 AJ5557
 AJ5557'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5557'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5557'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5557'AND LOG FILES ACCESSIBLE AT:
 AJ5557'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0604 ***********************************************************************
 RK0604  DESIGNATION -  AUSABLE
 RK0604  PID         -  RK0604
 RK0604  STATE/COUNTY-  MI/ALGER
 RK0604  COUNTRY     -  US
 RK0604  USGS QUAD   -  GRAND SABLE LAKE (2017)
 RK0604
 RK0604                         *CURRENT SURVEY CONTROL
 RK0604  ______________________________________________________________________
 RK0604* NAD 83(1994) POSITION- 46 39 04.44030(N) 086 07 11.24718(W)   ADJUSTED
 RK0604* NAVD 88 ORTHO HEIGHT -   272.67  (+/-2cm)      894.6   (feet) VERTCON3
 RK0604  ______________________________________________________________________
 RK0604  GEOID HEIGHT    -        -35.831 (meters)                     GEOID18
 RK0604  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 RK0604  HORZ ORDER      -  SECOND
 RK0604  VERT ORDER      -  THIRD ? (See Below)
 RK0604
 RK0604.The horizontal coordinates were established by classical geodetic methods
 RK0604.and adjusted by the National Geodetic Survey in February 1997.
 RK0604
 RK0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0604
 RK0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0604.GEOID18 height accuracy estimate available here.
 RK0604
 RK0604.The vertical order pertains to the NGVD 29 superseded value.
 RK0604
 RK0604.Click photographs - Photos may exist for this station.
 RK0604
 RK0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0604
 RK0604. The following values were computed from the NAD 83(1994) position.
 RK0604
 RK0604;                    North         East     Units Scale Factor Converg.
 RK0604;SPC MI N     -   207,982.323 8,067,373.001   MT  0.99992321   +0 38 10.3
 RK0604;SPC MI N     -   682,356.70 26,467,759.19   iFT  0.99992321   +0 38 10.3
 RK0604;UTM  16      - 5,166,784.358   567,352.459   MT  0.99965576   +0 38 24.4
 RK0604
 RK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0604!SPC MI N     -   0.99996288  x   0.99992321  =   0.99988609
 RK0604!UTM  16      -   0.99996288  x   0.99965576  =   0.99961865
 RK0604
 RK0604:                Primary Azimuth Mark                     Grid Az
 RK0604:SPC MI N     -  HARBOR                                   074 04 02.7
 RK0604:UTM  16      -  HARBOR                                   074 03 48.6
 RK0604
 RK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6735266784(NAD 83)
 RK0604
 RK0604|---------------------------------------------------------------------|
 RK0604| PID    Reference Object                     Distance      Geod. Az  |
 RK0604|                                                           dddmmss.s |
 RK0604| RJ1243 GRAND MARAIS HBR REFUGE OUT LT      APPROX.11.9 KM 0721336.0 |
 RK0604| RJ1244 HARBOR                              APPROX.11.7 KM 0744213.0 |
 RK0604| CH1677 AUSABLE RM 1                         38.640 METERS 13537     |
 RK0604| CH1678 AUSABLE RM 2                         27.795 METERS 22939     |
 RK0604|---------------------------------------------------------------------|
 RK0604
 RK0604                          SUPERSEDED SURVEY CONTROL
 RK0604
 RK0604  NAD 83(1986)-  46 39 04.43479(N)    086 07 11.24401(W) AD(       ) 2
 RK0604  NAD 27      -  46 39 04.53448(N)    086 07 10.61251(W) AD(       ) 2
 RK0604  NGVD 29             272.63   (m)          894.5    (f) LEVELING    3  
 RK0604
 RK0604.Superseded values are not recommended for survey control.
 RK0604
 RK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0604.See file dsdata.pdf to determine how the superseded data were derived.
 RK0604
 RK0604_MARKER: DS = TRIANGULATION STATION DISK
 RK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0604_STAMPING: AUSABLE 1965
 RK0604_MARK LOGO: CGS
 RK0604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0604+STABILITY: SURFACE MOTION
 RK0604
 RK0604  HISTORY     - Date     Condition        Report By
 RK0604  HISTORY     - 1965     MONUMENTED       CGS
 RK0604  HISTORY     - 19960605 GOOD             MI-003
 RK0604
 RK0604                          STATION DESCRIPTION
 RK0604
 RK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0604'STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF GRAND MARAIS, 1-1/2 MILES
 RK0604'SOUTH-SOUTHEAST OF THE AUSABLE POINT LIGHTHOUSE, 1/2 MILE SOUTHWEST
 RK0604'OF A TOURIST ATTRACTION, KNOWN AS THE DEVEILE OR LOG SLIDES, IN
 RK0604'SECTION 12, T. 49 N., R. 15 W. AND ON PROPERTY OWNED BY THE
 RK0604'CLEVELAND CLIFFS IRON CORP.
 RK0604'
 RK0604'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARIAS, GO WEST
 RK0604'ON RANDOLPH STREET FOR 1 BLOCK TO THE JUNCTION WITH STATE HIGHWAY
 RK0604'77.  TURN LEFT AND GO SOUTH ON HIGHWAY 77 FOR 1 MILE TO A CROSSROAD.
 RK0604'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO A
 RK0604'CROSSROAD.  CONTINUE AHEAD WEST ON A PAVED ROAD FOR 1.05 MILES TO
 RK0604'GRAND SABLE LAKE ON THE LEFT.  CONTINUE AHEAD WEST-SOUTHWEST ON
 RK0604'A GRAVELED ROAD FOR 3.45 MILES TO A Y-FORK.  TAKE THE RIGHT FORK
 RK0604'AND GO WESTERLY ON A GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD.  TURN
 RK0604'RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.65 MILE TO
 RK0604'A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A DIRT ROAD FOR 0.4
 RK0604'MILE TO A CLEARING ON THE LEFT AND RIGHT AND THE STATION ON THE
 RK0604'RIGHT.
 RK0604'
 RK0604'STATION MARKS ARE STANDARD DISKS STAMPED AUSABLE 1965.  THE SURFACE
 RK0604'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0604'IT IS 48.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 70 FEET
 RK0604'NORTHEAST OF A 20 INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 RK0604'SOUTHEAST SIDE, 63 FEET SOUTHEAST OF A 18 INCH MAPLE TREE, AND 7
 RK0604'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 RK0604'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE
 RK0604'GROUND.
 RK0604'
 RK0604'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUSABLE NO 1 1965, IS
 RK0604'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RK0604'120 FEET SOUTHEAST OF THE METAL WITNESS POST, 34 FEET SOUTH OF THE
 RK0604'CENTER OF THE DIRT ROAD, AND 14.5 FEET NORTHEAST OF A 18 INCH
 RK0604'BEECH TREE.
 RK0604'
 RK0604'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUSABLE NO 2 1965, IS
 RK0604'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 29
 RK0604'FEET SOUTH OF THE TRIANGULAR BLAZED 20 INCH MAPLE TREE, 17 FEET
 RK0604'SOUTH OF THE CENTER OF THE DIRT ROAD, AND 15 FEET NORTHEAST OF A 18
 RK0604'INCH MAPLE TREE.
 RK0604'
 RK0604'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RK0604'THIS TIME.
 RK0604'
 RK0604'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0604
 RK0604                          STATION RECOVERY (1996)
 RK0604
 RK0604'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0604'STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0257 ***********************************************************************
 QK0257  DESIGNATION -  AUTH
 QK0257  PID         -  QK0257
 QK0257  STATE/COUNTY-  MI/MACKINAC
 QK0257  COUNTRY     -  US
 QK0257  USGS QUAD   -  SAINT IGNACE (2017)
 QK0257
 QK0257                         *CURRENT SURVEY CONTROL
 QK0257  ______________________________________________________________________
 QK0257* NAD 83(1986) POSITION- 45 50 54.     (N) 084 43 24.     (W)   SCALED
 QK0257* NAVD 88 ORTHO HEIGHT -   183.079 (meters)      600.65  (feet) ADJUSTED
 QK0257  ______________________________________________________________________
 QK0257  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 QK0257  DYNAMIC HEIGHT  -        183.085 (meters)      600.67  (feet) COMP
 QK0257  MODELED GRAVITY -    980,647.4   (mgal)                       NAVD 88
 QK0257
 QK0257  VERT ORDER      -  FIRST     CLASS 0
 QK0257
 QK0257.The horizontal coordinates were scaled from a map and have
 QK0257.an estimated accuracy of +/- 6 seconds.
 QK0257
 QK0257.The orthometric height was determined by differential leveling and
 QK0257.adjusted by the NATIONAL GEODETIC SURVEY
 QK0257.in June 1991.
 QK0257
 QK0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0257.GEOID18 height accuracy estimate available here.
 QK0257
 QK0257.Click photographs - Photos may exist for this station.
 QK0257
 QK0257.The dynamic height is computed by dividing the NAVD 88
 QK0257.geopotential number by the normal gravity value computed on the
 QK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0257.degrees latitude (g = 980.6199 gals.).
 QK0257
 QK0257.The modeled gravity was interpolated from observed gravity values.
 QK0257
 QK0257;                    North         East    Units  Estimated Accuracy
 QK0257;SPC MI N     -   120,910.    8,176,800.      MT  (+/- 180 meters Scaled)
 QK0257
 QK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767797(NAD 83)
 QK0257
 QK0257                          SUPERSEDED SURVEY CONTROL
 QK0257
 QK0257.No superseded survey control is available for this station.
 QK0257
 QK0257_MARKER: DD = SURVEY DISK
 QK0257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0257+WITH SETTING: PAVEMENT
 QK0257_SP_SET: BLOCK
 QK0257_STAMPING: AUTH 1972
 QK0257_MARK LOGO: NOS
 QK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0257+STABILITY: SURFACE MOTION
 QK0257
 QK0257  HISTORY     - Date     Condition        Report By
 QK0257  HISTORY     - 1972     MONUMENTED       NOS
 QK0257  HISTORY     - 1972     GOOD             USLS
 QK0257  HISTORY     - 1983     GOOD             NGS
 QK0257  HISTORY     - 19941207 GOOD             USPSQD
 QK0257  HISTORY     - 19950701 GOOD             USPSQD
 QK0257  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 QK0257
 QK0257                          STATION DESCRIPTION
 QK0257
 QK0257'DESCRIBED BY US LAKE SURVEY 1972
 QK0257'AT ST IGNACE.
 QK0257'AUTH IS AT ST. IGNACE, MACKINAC COUNTY, MICHIGAN, ON THE EAST SIDE
 QK0257'OF THE MACKINAC BRIDGE APPROACH, BETWEEN THE TOLL BOOTHS AND
 QK0257'THE OFFICE BUILDING OF THE MACKINAC BRIDGE AUTHORITY, 48.5 FEET
 QK0257'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE LAMP POST BASE,
 QK0257'42.4 FEET NORTHWEST OF SOUTHWEST CORNER OF OFFICE BUILDING, 18.5
 QK0257'FEET SOUTHWEST OF NORTHWEST CORNER, 12.7 FEET NORTHWEST OF
 QK0257'SOUTHWEST CORNER AND 7.7 FEET WEST OF WEST FACE OF PLANTER
 QK0257'RETAINING WALL AT FRONT OF OFFICE BUILDING, 16.6 FEET EAST OF
 QK0257'OUTER EDGE OF CURB, 15.3 FEET SOUTHEAST OF FIRE PLUG, 2 FEET
 QK0257'BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 QK0257'CENTER OF BRONZE DISC SET INTO TOP OF CEMENT BLOCK UNDERGROUND
 QK0257'TUNNEL.  NOTE-- PREV. DESIG. AUTH 1972
 QK0257
 QK0257                          STATION RECOVERY (1983)
 QK0257
 QK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0257'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.35 KM
 QK0257'(0.85 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 75 BUSINESS AND U.S.
 QK0257'HIGHWAY 2 WEST FROM THE POST OFFICE IN ST. IGNACE, THENCE 1.1 KM
 QK0257'(0.7 MI) SOUTH ALONG INTERSTATE HIGHWAY 75, AT THE OFFICE BUILDING
 QK0257'ACROSS FROM THE MACKINAC BRIDGE TOLL BOOTHS, IN THE FRONT LAWN OF THE
 QK0257'OFFICE BUILDING, ABOUT 0.60 METERS (2.0 FT) BELOW GROUND LEVEL,
 QK0257'ENCLOSED WITH A SQUARE RED TILE SLEEVE WITH COVER, 12.95 METERS
 QK0257'(42.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING, 4.66 METERS
 QK0257'(15.3 FT) SOUTHEAST OF A FIRE HYDRANT, 5.05 METERS (16.6 FT) EAST OF
 QK0257'EAST CURB OF ROAD, AND 2.34 METERS (7.7 FT) WEST OF A PLANTER BOX.
 QK0257'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0257
 QK0257                          STATION RECOVERY (1994)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0257'RECOVERED IN GOOD CONDITION.
 QK0257
 QK0257                          STATION RECOVERY (1995)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0257'RECOVERED IN GOOD CONDITION.
 QK0257
 QK0257                          STATION RECOVERY (2002)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLS)
 QK0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1229 ***********************************************************************
 RJ1229  DESIGNATION -  AUTUMN
 RJ1229  PID         -  RJ1229
 RJ1229  STATE/COUNTY-  MI/LUCE
 RJ1229  COUNTRY     -  US
 RJ1229  USGS QUAD   -  HARDWOOD ISLAND (2017)
 RJ1229
 RJ1229                         *CURRENT SURVEY CONTROL
 RJ1229  ______________________________________________________________________
 RJ1229* NAD 83(1994) POSITION- 46 20 12.57409(N) 085 48 48.90562(W)   ADJUSTED
 RJ1229* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 RJ1229  ______________________________________________________________________
 RJ1229  GEOID HEIGHT    -        -35.270 (meters)                     GEOID18
 RJ1229  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 RJ1229  HORZ ORDER      -  THIRD
 RJ1229
 RJ1229.The horizontal coordinates were established by classical geodetic methods
 RJ1229.and adjusted by the National Geodetic Survey in February 1997.
 RJ1229
 RJ1229.The orthometric height was scaled from a topographic map.
 RJ1229
 RJ1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1229.GEOID18 height accuracy estimate available here.
 RJ1229
 RJ1229.Click photographs - Photos may exist for this station.
 RJ1229
 RJ1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1229
 RJ1229. The following values were computed from the NAD 83(1994) position.
 RJ1229
 RJ1229;                    North         East     Units Scale Factor Converg.
 RJ1229;SPC MI N     -   173,345.054 8,091,332.125   MT  0.99990324   +0 51 27.1
 RJ1229;SPC MI N     -   568,717.37 26,546,365.24   iFT  0.99990324   +0 51 27.1
 RJ1229;UTM  16      - 5,132,156.215   591,307.541   MT  0.99970248   +0 51 30.0
 RJ1229
 RJ1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1229!SPC MI N     -   0.99996963  x   0.99990324  =   0.99987287
 RJ1229!UTM  16      -   0.99996963  x   0.99970248  =   0.99967212
 RJ1229
 RJ1229:                Primary Azimuth Mark                     Grid Az
 RJ1229:SPC MI N     -  SENEY LOOKOUT TOWER                      271 15 28.8
 RJ1229:UTM  16      -  SENEY LOOKOUT TOWER                      271 15 25.9
 RJ1229
 RJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9130732156(NAD 83)
 RJ1229
 RJ1229|---------------------------------------------------------------------|
 RJ1229| PID    Reference Object                     Distance      Geod. Az  |
 RJ1229|                                                           dddmmss.s |
 RJ1229| CH1680 AUTUMN RM 1                          10.657 METERS 18346     |
 RJ1229| CH1679 AUTUMN AZ MK                                       2034041.1 |
 RJ1229| RJ1232 SENEY LOOKOUT TOWER                 APPROX. 9.3 KM 2720655.9 |
 RJ1229| CH1681 AUTUMN RM 2                          11.729 METERS 28250     |
 RJ1229|---------------------------------------------------------------------|
 RJ1229
 RJ1229                          SUPERSEDED SURVEY CONTROL
 RJ1229
 RJ1229  NAD 83(1986)-  46 20 12.56812(N)    085 48 48.90273(W) AD(       ) 3
 RJ1229  NAD 27      -  46 20 12.62408(N)    085 48 48.42269(W) AD(       ) 3
 RJ1229
 RJ1229.Superseded values are not recommended for survey control.
 RJ1229
 RJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1229.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1229
 RJ1229_MARKER: DS = TRIANGULATION STATION DISK
 RJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1229_STAMPING: AUTUMN 1965
 RJ1229_MARK LOGO: CGS
 RJ1229_PROJECTION: RECESSED 3 CENTIMETERS
 RJ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1229+STABILITY: SURFACE MOTION
 RJ1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1229+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 RJ1229
 RJ1229  HISTORY     - Date     Condition        Report By
 RJ1229  HISTORY     - 1965     MONUMENTED       CGS
 RJ1229  HISTORY     - 20250529 GOOD             MIDT
 RJ1229
 RJ1229                          STATION DESCRIPTION
 RJ1229
 RJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1229'STATION IS ABOUT 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE OVER THE EAST
 RJ1229'BRANCH OF FOX RIVER, 6 MILES WEST OF MCMILLAN, 6 MILES EAST OF SENEY
 RJ1229'AND ON THE PROPERTY OF THE CLEVELAND CLIFFS IRON CO.
 RJ1229'
 RJ1229'TO REACH THE STATION FROM THE CROSSROAD IN MCMILLAN, GO WEST ON STATE
 RJ1229'HIGHWAY 28 FOR 4.55 MILES TO A SIDE ROAD LEFT. CONTINUE WEST ON
 RJ1229'HIGHWAY 28 FOR 1.5 MILES TO A DIM SIDE ROAD RIGHT ABOUT 0.1 MILE EAST
 RJ1229'OF A BRIDGE OVER THE EAST BRANCH OF FOX RIVER AND A LOG CABIN ON THE
 RJ1229'RIGHT*.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD ON THE WEST SIDE OF
 RJ1229'THE LOG CABIN FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 RJ1229'EAST-NORTH AND NORTHWEST ON THE TRACK ROAD FOR 0.15 MILE TO THE
 RJ1229'STATION ON THE LEFT.
 RJ1229'
 RJ1229'STATION MARKS ARE STANDARD DISKS STAMPED AUTUMN 1965.  THE SURFACE
 RJ1229'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 RJ1229'SURFACE OF THE GROUND.  IT IS 3 FEET SOUTHWEST OF A METAL WITNESS
 RJ1229'POST, 14 FEET SOUTHEAST OF A 4 INCH TRIANGULAR BLAZED MAPLE TREE AND
 RJ1229'39 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND DISK IS
 RJ1229'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 RJ1229'THE GROUND.
 RJ1229'
 RJ1229'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUTUMN NO 1 1965, IS SET
 RJ1229'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 RJ1229'NORTH OF A METAL WITNESS POST, 48 FEET SOUTH-SOUTHEAST OF THE 4 INCH
 RJ1229'TRIANGULAR BLAZED MAPLE TREE AND 75 FEET SOUTH OF THE CENTER OF THE
 RJ1229'TRACK ROAD.
 RJ1229'
 RJ1229'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUTUMN NO 2 1965, IS SET
 RJ1229'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1.4 FEET
 RJ1229'SOUTHEAST OF A METAL WITNESS POST, 16 FEET SOUTHEAST OF THE CENTER OF
 RJ1229'THE TRACK ROAD AND 34 FEET WEST OF THE 4 INCH TRIANGULAR BLAZED MAPLE
 RJ1229'TREE.
 RJ1229'
 RJ1229'AZIMUTH MARK, A STANDARD DISK STAMPED AUTUMN 1965, IS SET IN A ROUND
 RJ1229'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RJ1229'IS 20 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28 AND 327 FEET
 RJ1229'EAST OF THE SOUTHEAST END OF A CONCRETE BRIDGE OVER THE EAST BRANCH OF
 RJ1229'FOX RIVER.
 RJ1229'
 RJ1229'* TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON HIGHWAY
 RJ1229'28 FOR ABOUT 200 FEET TO THE MARK ON THE SHOULDER OF THE ROAD ON THE
 RJ1229'LEFT.
 RJ1229'
 RJ1229'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RJ1229
 RJ1229                          STATION RECOVERY (2025)
 RJ1229
 RJ1229'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ1229'FOUND AS DESCRIBED.  IN WOODS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0338 ***********************************************************************
 PK0338  DESIGNATION -  AVERY RESET
 PK0338  PID         -  PK0338
 PK0338  STATE/COUNTY-  MI/MONTMORENCY
 PK0338  COUNTRY     -  US
 PK0338  USGS QUAD   -  RUST (2017)
 PK0338
 PK0338                         *CURRENT SURVEY CONTROL
 PK0338  ______________________________________________________________________
 PK0338* NAD 83(1994) POSITION- 44 57 41.31815(N) 083 58 15.78178(W)   ADJUSTED
 PK0338* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 PK0338  ______________________________________________________________________
 PK0338  GEOID HEIGHT    -        -35.962 (meters)                     GEOID18
 PK0338  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 PK0338  HORZ ORDER      -  THIRD
 PK0338
 PK0338.The horizontal coordinates were established by classical geodetic methods
 PK0338.and adjusted by the National Geodetic Survey in February 1997.
 PK0338
 PK0338.The orthometric height was scaled from a topographic map.
 PK0338
 PK0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0338.GEOID18 height accuracy estimate available here.
 PK0338
 PK0338.Click photographs - Photos may exist for this station.
 PK0338
 PK0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0338
 PK0338. The following values were computed from the NAD 83(1994) position.
 PK0338
 PK0338;                    North         East     Units Scale Factor Converg.
 PK0338;SPC MI C     -   182,847.259 6,031,211.131   MT  0.99991276   +0 16 46.1
 PK0338;SPC MI C     -   599,892.58 19,787,438.09   iFT  0.99991276   +0 16 46.1
 PK0338;UTM  17      - 4,982,965.976   265,678.641   MT  1.00027520   -2 06 01.4
 PK0338;UTM  16      - 4,983,135.084   738,887.758   MT  1.00030178   +2 08 28.9
 PK0338
 PK0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0338!SPC MI C     -   0.99995972  x   0.99991276  =   0.99987249
 PK0338!UTM  17      -   0.99995972  x   1.00027520  =   1.00023491
 PK0338!UTM  16      -   0.99995972  x   1.00030178  =   1.00026149
 PK0338
 PK0338:                Primary Azimuth Mark                     Grid Az
 PK0338:SPC MI C     -  AVERY AZ MK                              226 37 22.2
 PK0338:UTM  17      -  AVERY AZ MK                              229 00 09.7
 PK0338:UTM  16      -  AVERY AZ MK                              224 45 39.4
 PK0338
 PK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6567882965(NAD 83)
 PK0338
 PK0338|---------------------------------------------------------------------|
 PK0338| PID    Reference Object                     Distance      Geod. Az  |
 PK0338|                                                           dddmmss.s |
 PK0338| CH1686 AVERY RM 3                            6.705 METERS 16516     |
 PK0338| CH1684 AVERY RM 1                            9.145 METERS 17713     |
 PK0338| CH1683 AVERY AZ MK 2                                      18127     |
 PK0338| CH1682 AVERY AZ MK                                        2265408.3 |
 PK0338| CH1685 AVERY RM 2                           21.496 METERS 27120     |
 PK0338|---------------------------------------------------------------------|
 PK0338
 PK0338                          SUPERSEDED SURVEY CONTROL
 PK0338
 PK0338  NAD 83(1986)-  44 57 41.30813(N)    083 58 15.78306(W) AD(       ) 3
 PK0338  NAD 27      -  44 57 41.27800(N)    083 58 15.79500(W) AD(       ) 3
 PK0338
 PK0338.Superseded values are not recommended for survey control.
 PK0338
 PK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0338.See file dsdata.pdf to determine how the superseded data were derived.
 PK0338
 PK0338_MARKER: DS = TRIANGULATION STATION DISK
 PK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0338_STAMPING: AVERY 1956 1972
 PK0338_MARK LOGO: CGS
 PK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0338+STABILITY: SURFACE MOTION
 PK0338
 PK0338  HISTORY     - Date     Condition        Report By
 PK0338  HISTORY     - 1956     MONUMENTED       CGS
 PK0338  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PK0338  HISTORY     - 20011205 GOOD             NGS
 PK0338
 PK0338                          STATION DESCRIPTION
 PK0338
 PK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PK0338'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ATLANTA, 8 MILES
 PK0338'SOUTHWEST OF HILLMAN AND 4 MILES NORTHEAST OF THE SMALL COMMUNITY OF
 PK0338'AVERY, ON THE EAST SIDE OF A NORTH-SOUTH GRADED GRAVELED ROAD AND ON
 PK0338'ROAD RIGHT-OF-WAY.  IT IS 35 FEET EAST OF THE CENTER OF THE GRAVELED
 PK0338'ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET WEST OF A FENCE
 PK0338'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AVERY 1956.
 PK0338'
 PK0338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 PK0338'WHICH IS ABOUT 8 MILES SOUTHWEST OF HILLMAN AND 4-1/2 MILES EAST OF
 PK0338'ATLANTA, GO SOUTH ON STATE HIGHWAY 33 FOR 2.65 MILES TO THE SMALL
 PK0338'COMMUNITY OF AVERY AND A SIDE ROAD LEFT AT A SHELL SERVICE STATION IN
 PK0338'THE NORTHEAST ANGLE.  TURN LEFT AND FOLLOW GRADED GRAVELED ROAD EAST
 PK0338'AND NORTHEAST FOR 2.7 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE.
 PK0338'CONTINUE EAST ON GRADED GRAVELED ROAD FOR 0.2 MILE TO A FORK IN THE
 PK0338'ROAD.  TAKE LEFT FORK AND GO NORTH ON GRADED ROAD FOR 0.25 MILE TO THE
 PK0338'STATION ON THE EAST SIDE AS DESCRIBED.
 PK0338'
 PK0338'REFERENCE MARK 1 IS 35 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 PK0338'AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PK0338'STAMPED AVERY NO 1 1956.
 PK0338'
 PK0338'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 PK0338'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PK0338'STAMPED AVERY NO 2 1956.
 PK0338'
 PK0338'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF EAST-WEST GRAVELED
 PK0338'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENC
 PK0338'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AVERY
 PK0338'1956.
 PK0338'
 PK0338'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER
 PK0338
 PK0338                          STATION RECOVERY (1972)
 PK0338
 PK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PK0338'ALL MARKS WERE FOUND DESTROYED BY GRADING EXCEPT REFERENCE MARK 2.
 PK0338'PRIOR TO THE TOTAL DESTRUCTION MR. NORMAN CALDWELL (COUNTY SURVEYOR)
 PK0338'LOWERED THE UNDERGROUND STATION MARK AND SET A POINT SO THAT GRADING
 PK0338'WOULD MISS THE POINT.  HE ALSO MOVED REFERENCE MARK 2 5.00 FEET WEST
 PK0338'AND ON LINE FROM THE STATION MARK.  THIS POINT SET BY MR. CALDWELL WAS
 PK0338'HELD AND A NEW STATION MARK (SURFACE AND UNDERGROUND) WERE SET.
 PK0338'REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE SET.  THERE WERE NO
 PK0338'OBJECTS VISIBLE FROM WHICH TO SET THE AZIMUTH MARK FROM AND A POLARIS
 PK0338'OBSERVATION WAS MADE.  A NEW DESCRIPTION FOLLOWS-
 PK0338'
 PK0338'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ATLANTA, ABOUT 4
 PK0338'MILES EAST OF THE SMALL SETTLEMENT OF AVERY, ON ROAD RIGHT-OF-WAY, 284
 PK0338'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY EAST, 30 FEET EAST OF THE
 PK0338'CENTERLINE OF GRAVELED ROAD, 82 FEET SOUTHEAST AND ACROSS THE ROAD
 PK0338'FROM A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND IN THE BACK
 PK0338'SLOPE OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 PK0338'STAMPED AVERY 1956 1972.  (NOTE 1C 7A)
 PK0338'
 PK0338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 PK0338'(ABOUT 7 MILES EAST OF ATLANTA), GO SOUTH ON HIGHWAY 33 FOR 2.65 MILE
 PK0338'TO A SIDE ROAD LEFT.  TURN LEFT ON THE GRADED ROAD AND GO EAST FOR 3.0
 PK0338'MILES TO A T-ROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT ON THE
 PK0338'GRADED ROAD AND GO NORTH FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 PK0338'
 PK0338'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE POWER POLE AND 40 FEET WEST
 PK0338'OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 PK0338'DISK IS STAMPED AVERY NO 2 1956.
 PK0338'
 PK0338'REFERENCE MARK 3 IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD AND 262
 PK0338'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 2
 PK0338'INCHES AND THE DISK IS STAMPED AVERY 1956 NO 3 1972.
 PK0338'
 PK0338'THE AZIMUTH MARK IS 60 FEET SOUTH OF A POWER POLE, 86 FEET SOUTH OF
 PK0338'THE CENTERLINE OF THE ROAD, 28 FEET WEST OF THE CENTERLINE OF ROAD AND
 PK0338'1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 PK0338'AND THE DISK IS STAMPED AVERY 1956 1972.
 PK0338'
 PK0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES
 PK0338'SOUTHWEST OF HILLMAN.
 PK0338'
 PK0338'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PK0338
 PK0338                          STATION RECOVERY (2001)
 PK0338
 PK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0815 ***********************************************************************
 OJ0815  DESIGNATION -  AVOCA AZ MK
 OJ0815  PID         -  OJ0815
 OJ0815  STATE/COUNTY-  MI/ST CLAIR
 OJ0815  COUNTRY     -  US
 OJ0815  USGS QUAD   -  AVOCA (2017)
 OJ0815
 OJ0815                         *CURRENT SURVEY CONTROL
 OJ0815  ______________________________________________________________________
 OJ0815* NAD 83(1994) POSITION- 43 01 52.33046(N) 082 43 59.23686(W)   ADJUSTED
 OJ0815* NAVD 88 ORTHO HEIGHT -   230.0   (meters)      755.    (feet) VERTCON3
 OJ0815  ______________________________________________________________________
 OJ0815  GEOID HEIGHT    -        -34.693 (meters)                     GEOID18
 OJ0815  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OJ0815  HORZ ORDER      -  SECOND
 OJ0815
 OJ0815.The horizontal coordinates were established by classical geodetic methods
 OJ0815.and adjusted by the National Geodetic Survey in February 1997.
 OJ0815
 OJ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0815
 OJ0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0815.GEOID18 height accuracy estimate available here.
 OJ0815
 OJ0815.Click photographs - Photos may exist for this station.
 OJ0815
 OJ0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0815
 OJ0815. The following values were computed from the NAD 83(1994) position.
 OJ0815
 OJ0815;                    North         East     Units Scale Factor Converg.
 OJ0815;SPC MI S     -   171,374.067 4,133,113.126   MT  0.99991012   +1 06 42.0
 OJ0815;SPC MI S     -   562,250.88 13,560,082.43   iFT  0.99991012   +1 06 42.0
 OJ0815;UTM  17      - 4,765,737.300   358,806.122   MT  0.99984525   -1 10 58.3
 OJ0815
 OJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0815!SPC MI S     -   0.99996937  x   0.99991012  =   0.99987950
 OJ0815!UTM  17      -   0.99996937  x   0.99984525  =   0.99981463
 OJ0815
 OJ0815:                Primary Azimuth Mark                     Grid Az
 OJ0815:SPC MI S     -  AVOCA RESET                              324 28 15.1
 OJ0815:UTM  17      -  AVOCA RESET                              326 45 55.4
 OJ0815
 OJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5880665737(NAD 83)
 OJ0815
 OJ0815|---------------------------------------------------------------------|
 OJ0815| PID    Reference Object                     Distance      Geod. Az  |
 OJ0815|                                                           dddmmss.s |
 OJ0815| OJ0813 AVOCA AZ MK 2                        47.582 METERS 17105     |
 OJ0815| OJ0814 AVOCA AZ MK 3                        56.926 METERS 17524     |
 OJ0815| OJ0828 EMMETT MUSIC CO MAST                APPROX. 6.1 KM 2655545.7 |
 OJ0815| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3253457.1 |
 OJ0815|---------------------------------------------------------------------|
 OJ0815
 OJ0815                          SUPERSEDED SURVEY CONTROL
 OJ0815
 OJ0815  NAD 83(1986)-  43 01 52.31977(N)    082 43 59.26807(W) AD(       ) 2
 OJ0815  NAD 27      -  43 01 52.22162(N)    082 43 59.53396(W) AD(       ) 2
 OJ0815  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG       
 OJ0815
 OJ0815.Superseded values are not recommended for survey control.
 OJ0815
 OJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0815.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0815
 OJ0815_MARKER: DZ = AZIMUTH MARK DISK
 OJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0815_STAMPING: AVOCA USLS 1943
 OJ0815_MARK LOGO: CGS
 OJ0815_PROJECTION: FLUSH
 OJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0815+STABILITY: SURFACE MOTION
 OJ0815
 OJ0815  HISTORY     - Date     Condition        Report By
 OJ0815  HISTORY     - 1943     MONUMENTED       CGS
 OJ0815  HISTORY     - 1977     GOOD             NGS
 OJ0815  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0815
 OJ0815                          STATION DESCRIPTION
 OJ0815
 OJ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0815'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0815'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0815'
 OJ0815'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0815'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0815'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0815'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0815'ON THE RIGHT.
 OJ0815'
 OJ0815'AZIMUTH MARK, STAMPED---AVOCA USLS 1943---, A STANDARD DISK SET
 OJ0815'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OJ0815'FLUSH WITH THE GROUND SURFACE.  IT IS 135 FEET NORTH OF THE
 OJ0815'APPROXIMATE CENTER OF IMLAY CITY ROAD, 30 FEET SOUTHWEST OF THE
 OJ0815'APPROXIMATE CENTER OF ACCESS ROAD, 24.5 FEET EAST OF THE
 OJ0815'APPROXIMATE CENTER OF BRICKER ROAD, 11 FEET NORTH-NORTHEAST OF
 OJ0815'L-SHAPED CULVERT, 1 FOOT NORTH OF METAL WITNESS POST AND IN
 OJ0815'THE NORTH END OF GRASSY TRAFFIC TRIANGLE.
 OJ0815'
 OJ0815'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0815'AVOCA USLS.
 OJ0815'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0815'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0815'DESCRIBED BY D.A. BOWLING.
 OJ0815
 OJ0815                          STATION RECOVERY (2006)
 OJ0815
 OJ0815'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0815'SUSPECT RECENT CULVERT AND DITCH WORK HAVE DISPLACED OR DESTROYED
 OJ0815'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0813 ***********************************************************************
 OJ0813  DESIGNATION -  AVOCA AZ MK 2
 OJ0813  PID         -  OJ0813
 OJ0813  STATE/COUNTY-  MI/ST CLAIR
 OJ0813  COUNTRY     -  US
 OJ0813  USGS QUAD   -  AVOCA (2017)
 OJ0813
 OJ0813                         *CURRENT SURVEY CONTROL
 OJ0813  ______________________________________________________________________
 OJ0813* NAD 83(1994) POSITION- 43 01 50.80722(N) 082 43 58.91093(W)   ADJUSTED
 OJ0813* NAVD 88 ORTHO HEIGHT -   230.47  (+/-2cm)      756.1   (feet) VERTCON3
 OJ0813  ______________________________________________________________________
 OJ0813  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0813  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OJ0813  HORZ ORDER      -  SECOND
 OJ0813  VERT ORDER      -  THIRD ? (See Below)
 OJ0813
 OJ0813.The horizontal coordinates were established by classical geodetic methods
 OJ0813.and adjusted by the National Geodetic Survey in February 1997.
 OJ0813
 OJ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0813
 OJ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0813.GEOID18 height accuracy estimate available here.
 OJ0813
 OJ0813.The vertical order pertains to the NGVD 29 superseded value.
 OJ0813
 OJ0813.Click photographs - Photos may exist for this station.
 OJ0813
 OJ0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0813
 OJ0813. The following values were computed from the NAD 83(1994) position.
 OJ0813
 OJ0813;                    North         East     Units Scale Factor Converg.
 OJ0813;SPC MI S     -   171,327.218 4,133,121.415   MT  0.99991011   +1 06 42.3
 OJ0813;SPC MI S     -   562,097.17 13,560,109.63   iFT  0.99991011   +1 06 42.3
 OJ0813;UTM  17      - 4,765,690.158   358,812.528   MT  0.99984523   -1 10 58.1
 OJ0813
 OJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0813!SPC MI S     -   0.99996930  x   0.99991011  =   0.99987941
 OJ0813!UTM  17      -   0.99996930  x   0.99984523  =   0.99981453
 OJ0813
 OJ0813:                Primary Azimuth Mark                     Grid Az
 OJ0813:SPC MI S     -  AVOCA RESET                              325 56 46.2
 OJ0813:UTM  17      -  AVOCA RESET                              328 14 26.6
 OJ0813
 OJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5881265690(NAD 83)
 OJ0813
 OJ0813|---------------------------------------------------------------------|
 OJ0813| PID    Reference Object                     Distance      Geod. Az  |
 OJ0813|                                                           dddmmss.s |
 OJ0813| OJ0121 9 R                                  25.456 METERS 17740     |
 OJ0813| OJ0814 AVOCA AZ MK 3                        10.132 METERS 19605     |
 OJ0813| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3270328.5 |
 OJ0813| OJ0815 AVOCA AZ MK                          47.582 METERS 35105     |
 OJ0813|---------------------------------------------------------------------|
 OJ0813
 OJ0813                          SUPERSEDED SURVEY CONTROL
 OJ0813
 OJ0813  NAD 83(1986)-  43 01 50.79681(N)    082 43 58.94220(W) AD(       ) 2
 OJ0813  NAD 27      -  43 01 50.69837(N)    082 43 59.20806(W) AD(       ) 2
 OJ0813  NGVD 29             230.59   (m)          756.5    (f) LEVELING    3  
 OJ0813
 OJ0813.Superseded values are not recommended for survey control.
 OJ0813
 OJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0813.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0813
 OJ0813_MARKER: DZ = AZIMUTH MARK DISK
 OJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0813_STAMPING: AVOCA USLS NO 3 1976
 OJ0813_MARK LOGO: NGS
 OJ0813_PROJECTION: FLUSH
 OJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0813+STABILITY: SURFACE MOTION
 OJ0813
 OJ0813  HISTORY     - Date     Condition        Report By
 OJ0813  HISTORY     - 1976     MONUMENTED       NGS
 OJ0813  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0813
 OJ0813                          STATION DESCRIPTION
 OJ0813
 OJ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0813'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0813'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0813'
 OJ0813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0813'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0813'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0813'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0813'ON THE RIGHT.
 OJ0813'
 OJ0813'AZIMUTH MARK 2, STAMPED---AVOCA USLS NO 2 1976---, A STANDARD
 OJ0813'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0813'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF
 OJ0813'THE APPROXIMATE CENTER OF BRICKER ROAD, 27 FEET SOUTH OF THE
 OJ0813'APPROXIMATE CENTER OF IMLAY CITY ROAD, 8 FEET EAST OF AN
 OJ0813'INTERSECTION SIGN AND 2.5 FEET WEST OF A METAL WITNESS POST.
 OJ0813'
 OJ0813'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0813'AVOCA USLS.
 OJ0813'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0813'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0813'DESCRIBED BY D.A. BOWLING.
 OJ0813
 OJ0813                          STATION RECOVERY (2006)
 OJ0813
 OJ0813'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0813'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0814 ***********************************************************************
 OJ0814  DESIGNATION -  AVOCA AZ MK 3
 OJ0814  PID         -  OJ0814
 OJ0814  STATE/COUNTY-  MI/ST CLAIR
 OJ0814  COUNTRY     -  US
 OJ0814  USGS QUAD   -  AVOCA (2017)
 OJ0814
 OJ0814                         *CURRENT SURVEY CONTROL
 OJ0814  ______________________________________________________________________
 OJ0814* NAD 83(1994) POSITION- 43 01 50.49172(N) 082 43 59.03486(W)   ADJUSTED
 OJ0814* NAVD 88 ORTHO HEIGHT -   230.6   (meters)      757.    (feet) VERTCON3
 OJ0814  ______________________________________________________________________
 OJ0814  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0814  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OJ0814  HORZ ORDER      -  SECOND
 OJ0814
 OJ0814.The horizontal coordinates were established by classical geodetic methods
 OJ0814.and adjusted by the National Geodetic Survey in February 1997.
 OJ0814
 OJ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0814
 OJ0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0814.GEOID18 height accuracy estimate available here.
 OJ0814
 OJ0814.Click photographs - Photos may exist for this station.
 OJ0814
 OJ0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0814
 OJ0814. The following values were computed from the NAD 83(1994) position.
 OJ0814
 OJ0814;                    North         East     Units Scale Factor Converg.
 OJ0814;SPC MI S     -   171,317.430 4,133,118.799   MT  0.99991010   +1 06 42.2
 OJ0814;SPC MI S     -   562,065.06 13,560,101.05   iFT  0.99991010   +1 06 42.2
 OJ0814;UTM  17      - 4,765,680.484   358,809.522   MT  0.99984524   -1 10 58.2
 OJ0814
 OJ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0814!SPC MI S     -   0.99996928  x   0.99991010  =   0.99987938
 OJ0814!UTM  17      -   0.99996928  x   0.99984524  =   0.99981453
 OJ0814
 OJ0814:                Primary Azimuth Mark                     Grid Az
 OJ0814:SPC MI S     -  AVOCA RESET                              326 29 33.0
 OJ0814:UTM  17      -  AVOCA RESET                              328 47 13.4
 OJ0814
 OJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5880965680(NAD 83)
 OJ0814
 OJ0814|---------------------------------------------------------------------|
 OJ0814| PID    Reference Object                     Distance      Geod. Az  |
 OJ0814|                                                           dddmmss.s |
 OJ0814| OJ0813 AVOCA AZ MK 2                        10.132 METERS 01605     |
 OJ0814| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3273615.2 |
 OJ0814| OJ0815 AVOCA AZ MK                          56.926 METERS 35524     |
 OJ0814|---------------------------------------------------------------------|
 OJ0814
 OJ0814                          SUPERSEDED SURVEY CONTROL
 OJ0814
 OJ0814  NAD 83(1986)-  43 01 50.48133(N)    082 43 59.06612(W) AD(       ) 2
 OJ0814  NAD 27      -  43 01 50.38286(N)    082 43 59.33200(W) AD(       ) 2
 OJ0814  NGVD 29 (07/19/86)  230.7    (m)          757.     (f) VERT ANG       
 OJ0814
 OJ0814.Superseded values are not recommended for survey control.
 OJ0814
 OJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0814.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0814
 OJ0814_MARKER: DZ = AZIMUTH MARK DISK
 OJ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0814_STAMPING: AVOCA USLS NO 3 1976
 OJ0814_MARK LOGO: NGS
 OJ0814_PROJECTION: FLUSH
 OJ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0814+STABILITY: SURFACE MOTION
 OJ0814
 OJ0814  HISTORY     - Date     Condition        Report By
 OJ0814  HISTORY     - 1976     MONUMENTED       NGS
 OJ0814  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0814
 OJ0814                          STATION DESCRIPTION
 OJ0814
 OJ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OJ0814'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0814'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0814'
 OJ0814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0814'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0814'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0814'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0814'ON THE RIGHT.
 OJ0814'
 OJ0814'AZIMUTH MARK 3, STAMPED---AVOCA USLS NO 3 1976---, A STANDARD
 OJ0814'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0814'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF
 OJ0814'THE APPROXIMATE CENTER OF IMLAY CITY ROAD, 29 FEET EAST OF THE
 OJ0814'APPROXIMATE CENTER OF BRICKER ROAD, 15.5 FEET NORTH OF AN 18-
 OJ0814'INCH OAK TREE AND 4 FEET EAST OF A METAL WITNESS POST.
 OJ0814'
 OJ0814'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0814'AVOCA USLS.
 OJ0814'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0814'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0814'DESCRIBED BY D.A. BOWLING.
 OJ0814
 OJ0814                          STATION RECOVERY (2006)
 OJ0814
 OJ0814'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0814'SUSPECT RECENT CULVERT AND DITCH WORK HAVE DISPLACED OR DESTROYED
 OJ0814'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF5354 ***********************************************************************
 DF5354  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5354  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5354  DESIGNATION -  AVOCA CORS ARP
 DF5354  CORS_ID     -  AVCA
 DF5354  PID         -  DF5354
 DF5354  STATE/COUNTY-  MI/ST CLAIR
 DF5354  COUNTRY     -  US
 DF5354  USGS QUAD   -  AVOCA (2017)
 DF5354
 DF5354                         *CURRENT SURVEY CONTROL
 DF5354  ______________________________________________________________________
 DF5354* NAD 83(2011) POSITION- 43 03 39.26016(N) 082 41 15.85379(W)   ADJUSTED
 DF5354* NAD 83(2011) ELLIP HT-   201.612 (meters)        (04/??/25)   ADJUSTED
 DF5354* NAD 83(2011) EPOCH   -  2010.00
 DF5354* NAVD 88 ORTHO HEIGHT -   236.25  (meters)      775.1   (feet) GPS OBS
 DF5354  ______________________________________________________________________
 DF5354  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5354  GEOID HEIGHT    -        -34.622 (meters)                     GEOID03
 DF5354  GEOID HEIGHT    -        -34.654 (meters)                     GEOID18
 DF5354  NAD 83(2011) X  -    594,062.813 (meters)                     COMP
 DF5354  NAD 83(2011) Y  - -4,629,523.849 (meters)                     COMP
 DF5354  NAD 83(2011) Z  -  4,332,585.451 (meters)                     COMP
 DF5354
 DF5354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5354  Standards:
 DF5354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5354  -------------------------------------------------------------------
 DF5354  NETWORK    0.18   0.50           0.09   0.04   0.25     -0.00615500
 DF5354  -------------------------------------------------------------------
 DF5354
 DF5354.The coordinates were established by GPS observations
 DF5354.and adjusted by the National Geodetic Survey in April 2025.
 DF5354
 DF5354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5354.been affixed to the stable North American Tectonic Plate. 
 DF5354
 DF5354.The coordinates are valid at the epoch date displayed above
 DF5354.which is a decimal equivalence of Year/Month/Day.
 DF5354
 DF5354.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF5354.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF5354.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF5354.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF5354.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF5354.published epoch of 2010.00.
 DF5354
 DF5354.Additional information on MYCS is available at:
 DF5354.https://geodesy.noaa.gov/CORS/index.shtml
 DF5354
 DF5354.The orthometric height was determined by GPS observations and a
 DF5354.high-resolution geoid model using precise GPS observation and
 DF5354.processing techniques.
 DF5354
 DF5354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5354.GEOID18 height accuracy estimate available here.
 DF5354
 DF5354.The PID for the CORS L1 Phase Center is DR5932.
 DF5354
 DF5354.Click photographs - Photos may exist for this station.
 DF5354
 DF5354.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5354
 DF5354.The ellipsoidal height was determined by GPS observations
 DF5354.and is referenced to NAD 83.
 DF5354
 DF5354. The following values were computed from the NAD 83(2011) position.
 DF5354
 DF5354;                    North         East     Units Scale Factor Converg.
 DF5354;SPC MI S     -   174,745.649 4,136,745.084   MT  0.99991158   +1 08 33.2
 DF5354;SPC MI S     -   573,312.50 13,571,998.31   iFT  0.99991158   +1 08 33.2
 DF5354;UTM  17      - 4,768,960.516   362,569.898   MT  0.99983235   -1 09 09.1
 DF5354
 DF5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5354!SPC MI S     -   0.99996838  x   0.99991158  =   0.99987997
 DF5354!UTM  17      -   0.99996838  x   0.99983235  =   0.99980074
 DF5354
 DF5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6256968960(NAD 83)
 DF5354
 DF5354                          SUPERSEDED SURVEY CONTROL
 DF5354
 DF5354  NAD 83(2011)-  43 03 39.26039(N)    082 41 15.85394(W) AD(2010.00) c
 DF5354  ELLIP H (06/??/22)  201.613  (m)                       GP(2010.00) c c
 DF5354  NAD 83(2011)-  43 03 39.26038(N)    082 41 15.85419(W) AD(2010.00) c
 DF5354  ELLIP H (05/??/21)  201.613  (m)                       GP(2010.00) c c
 DF5354  NAD 83(2011)-  43 03 39.26037(N)    082 41 15.85451(W) AD(2010.00) c
 DF5354  ELLIP H (06/??/19)  201.614  (m)                       GP(2010.00) c c
 DF5354  NAD 83(2011)-  43 03 39.26045(N)    082 41 15.85382(W) AD(2010.00) c
 DF5354  NAD 83(2011)-  43 03 39.26016(N)    082 41 15.85399(W) AD(2010.00) c
 DF5354  ELLIP H (08/??/11)  201.601  (m)                       GP(2010.00) c c
 DF5354  NAD 83(CORS)-  43 03 39.26039(N)    082 41 15.85462(W) AD(2002.00) c
 DF5354  ELLIP H (05/??/03)  201.616  (m)                       GP(2002.00) c c
 DF5354
 DF5354.Superseded values are not recommended for survey control.
 DF5354
 DF5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5354.See file dsdata.pdf to determine how the superseded data were derived.
 DF5354
 DF5354_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5354
 DF5354                          STATION DESCRIPTION
 DF5354
 DF5354'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF5354'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF5354'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF5354'AND LOG FILES ACCESSIBLE AT:
 DF5354'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0808 ***********************************************************************
 OJ0808  DESIGNATION -  AVOCA GREENWOOD ENERGY STACK
 OJ0808  PID         -  OJ0808
 OJ0808  STATE/COUNTY-  MI/ST CLAIR
 OJ0808  COUNTRY     -  US
 OJ0808  USGS QUAD   -  AVOCA (2017)
 OJ0808
 OJ0808                         *CURRENT SURVEY CONTROL
 OJ0808  ______________________________________________________________________
 OJ0808* NAD 83(1994) POSITION- 43 06 19.91958(N) 082 41 46.78561(W)   ADJUSTED
 OJ0808  ______________________________________________________________________
 OJ0808  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 OJ0808  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 OJ0808  HORZ ORDER      -  THIRD
 OJ0808
 OJ0808.The horizontal coordinates were established by classical geodetic methods
 OJ0808.and adjusted by the National Geodetic Survey in February 1997.
 OJ0808
 OJ0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0808.GEOID18 height accuracy estimate available here.
 OJ0808
 OJ0808.Click photographs - Photos may exist for this station.
 OJ0808
 OJ0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0808
 OJ0808. The following values were computed from the NAD 83(1994) position.
 OJ0808
 OJ0808;                    North         East     Units Scale Factor Converg.
 OJ0808;SPC MI S     -   179,688.198 4,135,947.016   MT  0.99991427   +1 08 12.2
 OJ0808;SPC MI S     -   589,528.21 13,569,379.97   iFT  0.99991427   +1 08 12.2
 OJ0808;UTM  17      - 4,773,930.670   361,970.491   MT  0.99983438   -1 09 33.7
 OJ0808
 OJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6197073930(NAD 83)
 OJ0808
 OJ0808                          SUPERSEDED SURVEY CONTROL
 OJ0808
 OJ0808  NAD 83(1986)-  43 06 19.90839(N)    082 41 46.81505(W) AD(       ) 3
 OJ0808  NAD 27      -  43 06 19.81217(N)    082 41 47.08072(W) AD(       ) 3
 OJ0808
 OJ0808.Superseded values are not recommended for survey control.
 OJ0808
 OJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0808.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0808
 OJ0808_MARKER: 63 = STACK
 OJ0808
 OJ0808  HISTORY     - Date     Condition        Report By
 OJ0808  HISTORY     - 1977     FIRST OBSERVED   NGS
 OJ0808
 OJ0808                          STATION DESCRIPTION
 OJ0808
 OJ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0808'THE AVOCA GREENWOOD ENERGY STACK IS LOCATED AT THE DETROIT
 OJ0808'EDISON GREENWOOD ENERGY CENTER, 4 MILES SOUTH OF THE SANILAC
 OJ0808'COUNTY LINE, 4 MILES NORTHEAST OF THE JUNCTION OF STATE
 OJ0808'HIGHWAYS 19 AND 136 IN BRADFORD, 3 MILES NORTH OF AVOCA, IN
 OJ0808'THE NORTHWEST CORNER OF SECTION 27, T 8 N, R 15 E.
 OJ0808'
 OJ0808'THE STATION IS THE TOP CENTER OF THE LIGHT COLORED CONCRETE
 OJ0808'STACK THAT IS 500 FEET HIGH.
 OJ0808'
 OJ0808'TO REACH THE STACK FROM THE VILLAGE OF AVOCA, GO WEST ON
 OJ0808'HIGHWAY 136 FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT,
 OJ0808'NORTH, ON KILGOR ROAD FOR 2.9 MILES TO A PRIVATE ROAD RIGHT
 OJ0808'AT A GUARD GATE, AND THE STACK IN THE COMPLEX.
 OJ0808'
 OJ0808'DESCRIBED BY GRH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0805 ***********************************************************************
 OJ0805  DESIGNATION -  AVOCA RESET
 OJ0805  PID         -  OJ0805
 OJ0805  STATE/COUNTY-  MI/ST CLAIR
 OJ0805  COUNTRY     -  US
 OJ0805  USGS QUAD   -  AVOCA (2017)
 OJ0805
 OJ0805                         *CURRENT SURVEY CONTROL
 OJ0805  ______________________________________________________________________
 OJ0805* NAD 83(1994) POSITION- 43 02 12.44079(N) 082 44 18.02109(W)   ADJUSTED
 OJ0805* NAVD 88 ORTHO HEIGHT -   236.5   (meters)      776.    (feet) VERTCON3
 OJ0805  ______________________________________________________________________
 OJ0805  GEOID HEIGHT    -        -34.685 (meters)                     GEOID18
 OJ0805  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 OJ0805  HORZ ORDER      -  FIRST
 OJ0805
 OJ0805.The horizontal coordinates were established by classical geodetic methods
 OJ0805.and adjusted by the National Geodetic Survey in February 1997.
 OJ0805
 OJ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0805
 OJ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0805.GEOID18 height accuracy estimate available here.
 OJ0805
 OJ0805.Click photographs - Photos may exist for this station.
 OJ0805
 OJ0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0805
 OJ0805. The following values were computed from the NAD 83(1994) position.
 OJ0805
 OJ0805;                    North         East     Units Scale Factor Converg.
 OJ0805;SPC MI S     -   171,986.249 4,132,675.991   MT  0.99991038   +1 06 29.2
 OJ0805;SPC MI S     -   564,259.35 13,558,648.26   iFT  0.99991038   +1 06 29.2
 OJ0805;UTM  17      - 4,766,366.452   358,393.874   MT  0.99984668   -1 11 11.6
 OJ0805
 OJ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0805!SPC MI S     -   0.99996835  x   0.99991038  =   0.99987874
 OJ0805!UTM  17      -   0.99996835  x   0.99984668  =   0.99981504
 OJ0805
 OJ0805:                Primary Azimuth Mark                     Grid Az
 OJ0805:SPC MI S     -  AVOCA AZ MK 2                            145 56 46.3
 OJ0805:UTM  17      -  AVOCA AZ MK 2                            148 14 27.1
 OJ0805
 OJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5839366366(NAD 83)
 OJ0805
 OJ0805|---------------------------------------------------------------------|
 OJ0805| PID    Reference Object                     Distance      Geod. Az  |
 OJ0805|                                                           dddmmss.s |
 OJ0805| OJ0808 AVOCA GREENWOOD ENERGY STACK        APPROX. 8.4 KM 0240708.6 |
 OJ0805| OJ0815 AVOCA AZ MK                         APPROX. 0.8 KM 1453444.3 |
 OJ0805| OJ0813 AVOCA AZ MK 2                       APPROX. 0.8 KM 1470315.5 |
 OJ0805| OJ0814 AVOCA AZ MK 3                       APPROX. 0.8 KM 1473602.3 |
 OJ0805| NE1192 EMMETT CATHOLIC CH SPIRE            APPROX. 5.3 KM 2040210.4 |
 OJ0805| NE1187 EMMETT CH OUR LADY SPIRE            APPROX. 5.2 KM 2041243.1 |
 OJ0805| CH0757 AVOCA RM 1                           23.239 METERS 21950     |
 OJ0805| OJ0828 EMMETT MUSIC CO MAST                APPROX. 5.8 KM 2592725.1 |
 OJ0805| OJ0816 MARK                                 15.317 METERS 26703     |
 OJ0805| CH0758 AVOCA RM 2                           19.735 METERS 30427     |
 OJ0805|---------------------------------------------------------------------|
 OJ0805
 OJ0805                          SUPERSEDED SURVEY CONTROL
 OJ0805
 OJ0805  NAD 83(1986)-  43 02 12.43036(N)    082 44 18.05221(W) AD(       ) 1
 OJ0805  NAD 27      -  43 02 12.33232(N)    082 44 18.31715(W) AD(       ) 1
 OJ0805  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 OJ0805
 OJ0805.Superseded values are not recommended for survey control.
 OJ0805
 OJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0805.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0805
 OJ0805_MARKER: DS = TRIANGULATION STATION DISK
 OJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0805_STAMPING: AVOCA USLS 1909 1969
 OJ0805_MARK LOGO: CGS
 OJ0805_PROJECTION: RECESSED 36 CENTIMETERS
 OJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0805+STABILITY: SURFACE MOTION
 OJ0805
 OJ0805  HISTORY     - Date     Condition        Report By
 OJ0805  HISTORY     - 1969     MONUMENTED       CGS
 OJ0805  HISTORY     - 1973     GOOD             NGS
 OJ0805  HISTORY     - 1977     GOOD             NGS
 OJ0805  HISTORY     - 1980     GOOD             MIDH
 OJ0805
 OJ0805                          STATION DESCRIPTION
 OJ0805
 OJ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OJ0805'THE BOLT IN THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND
 OJ0805'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE USLS (SURFACE
 OJ0805'MARK) WAS FOUND EITHER SETTLED OR BEEN HIT AND LEANING TO THE SOUTH.
 OJ0805'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED .  THE DISTANCE
 OJ0805'TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION WAS FOUND IN ERROR.  A
 OJ0805'NEW SURFACE STATION MRK AND UNDERGROUND MARK WERE SET.  A NEW
 OJ0805'DESCRIPTION FOLLOWS-
 OJ0805'
 OJ0805'ABOUT 5 MILES NORTHEAST OF EMMETT, NEAR THE WEST EDGE OF A CULTIVATED
 OJ0805'FIELD OWNED BY MR. RAY COWHY 4555 BRICKER ROAD, 56 FEET SOUTHEAST OF
 OJ0805'AN 8 INCH WILD CHERRY TREE, 51 FEET EAST OF A FENCE, 33 FEET EAST OF
 OJ0805'THE CENTERLINE OF FARM LANE, 67 FEET NORTHEAST OF A 10 INCH CRAB APPLE
 OJ0805'TREE, 64 FEET SOUTHEAST OF A METAL WITNESS POST, MONUMENT IS 14 INCHES
 OJ0805'UNDERGROUND AND THE DISK ARE STAMPED AVOCA USLS 1909 1969.
 OJ0805'
 OJ0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 21
 OJ0805'(ABOUT 2 MILES NORTH OF EMMETT), GO EAST ON HIGHWAY 21 FOR 1.7 MILES
 OJ0805'TO BRICKER ROAD, TURN LEFT AND GO NORTH ON BRICKER ROAD FOR 2.55 MILES
 OJ0805'TO IMLAY CITY ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 OJ0805'ON BRICKER ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ROAD ON THE LEFT.
 OJ0805'TURN LEFT AND GO ACROSS HAY FIELD FOR 0.2 MILE TO A FENCE AND THE
 OJ0805'STATION.
 OJ0805'
 OJ0805'REFERENCE MARK 1 IS A STANDARD USLS DISK SET IN THE TOP OF A 6 INCH
 OJ0805'CONCRETE POST PROJECTING 2 INCHES.  IT IS 1 FOOT EAST OF THE FENCE,
 OJ0805'AND 10 FEET SOUTHWEST OF THE APPLE TREE.  STAMPED AVOCA REF 1 1935.
 OJ0805'
 OJ0805'REFERENCE MARK 2 IS A STANDARD USLS DISK SET IN THE TOP OF A 6 INCH
 OJ0805'CONCRETE POST WHICH PROJECTS 2 INCHES AND DISK IS STAMPED AVOCA REF 2
 OJ0805'1935.  IT IS 1 FOOT WEST OF THE FENCE, 18 FEET NORTH OF AN 8 INCH WILD
 OJ0805'CHERRY TREE, 18 FEET WEST OF THE CENTERLINE OF THE LANE AND 1 FOOT
 OJ0805'NORTH OF THE WITNESS POST.
 OJ0805'
 OJ0805'USLS (SURFACE MARK) IS AN IRON BOLT SET IN CONCRETE SURROUNDED BY 3
 OJ0805'SPIKES WITH USLS 1909 ENGRAVED IN THE CONCRETE.  THE MONUMENT PROJECTS
 OJ0805'ABOUT 6 INCHES, 1 FOOT EAST OF THE FENCE, 18 FEET WEST OF THE
 OJ0805'CENTERLINE OF THE LANE, 3 FEET NORTH OF A 6 INCH WILD CHERRY TREE AND
 OJ0805'LEANING TO THE SOUTH.
 OJ0805'
 OJ0805'THE AZIMUTH MARK IS 135 FEET NORTH OF THE CENTERLINE OF IMLAY CITY
 OJ0805'ROAD, 25 FEET EAST OF THE CENTERLINE OF BRICKER ROAD, 11 FEET
 OJ0805'NORTHEAST OF THE EAST END OF A CONCRETE HEADWALL, 1 FOOT NORTH OF A
 OJ0805'METAL WITNESS POST, 25 FEET SOUTHWEST OF CENTERLINE OF TURN-OFF ROAD,
 OJ0805'MONUMENT IS FLUSH AND DISK IS STAMPED AVOCA USLS 1943.
 OJ0805'
 OJ0805'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ0805'
 OJ0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 OJ0805'SOUTHWEST OF AVOCA.
 OJ0805
 OJ0805                          STATION RECOVERY (1973)
 OJ0805
 OJ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AAV)
 OJ0805'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS DESCRIBED,
 OJ0805'CONDITION - GOOD.
 OJ0805'
 OJ0805'DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES SW OF
 OJ0805'VILLAGE OF AVOCA
 OJ0805
 OJ0805                          STATION RECOVERY (1977)
 OJ0805
 OJ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0805'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE USLS MARK WERE
 OJ0805'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.  THE AZIMUTH MARK IS
 OJ0805'NOT VISIBLE FROM THE GROUND DUE TO TREES ON LINE.  AZIMUTH MARKS 2 AND
 OJ0805'3 WERE ESTABLISHED AT THIS TIME.  LONGER DISTANCES WERE NOTED TO BOTH
 OJ0805'REFERENCE MARKS, 0.044 METER TO REFERENCE MARK 1, 0.016 TO REFERENCE
 OJ0805'MARK 2 AND A LONGER MEASUREMENT OF 0.028 METER TO THE USLS MARK. THE
 OJ0805'DIRECTION TO REFERENCE MARK 2, AZIMUTH MARK AND THE USLS MARK CHECKED
 OJ0805'THE 1969 DIRECTION.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND AT
 OJ0805'THIS TIME TO BE 2 DEGREES, 13 MINUTES HIGHER.  A COMPLETE NEW
 OJ0805'DESCRIPTION FOLLOWS.
 OJ0805'
 OJ0805'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA, 3-1/2
 OJ0805'MILES NORTH-NORTHEAST OF EMMETT AND ON PROPERTY OF MR. RAY COWHY, 4555
 OJ0805'BRICKER ROAD.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 18, T7N, R15E.
 OJ0805'
 OJ0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 21 AT
 OJ0805'THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR 1.7 MILES TO
 OJ0805'A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON BRICKER ROAD FOR 2.5
 OJ0805'MILES TO IMLAY CITY ROAD AND THE AZIMUTH MARKS AND BENCH MARK ON THE
 OJ0805'RIGHT.  CONTINUE STRAIGHT AHEAD ON BRICKER ROAD FOR 0.4 MILE TO FIELD
 OJ0805'ENTRANCE ON THE LEFT, TURN LEFT, WEST, PASSING THRU WIRE GATE, AND GO
 OJ0805'0.1 MILE ON TRACK ROAD ACROSS PASTURE TO A FENCE CORNER.  CONTINUE
 OJ0805'WEST ON TRACK ROAD ALONG NORTH SIDE OF FENCE FOR 0.1 MILE TO A FENCE,
 OJ0805'TURN RIGHT AND GO 129 FEET TO STATION.
 OJ0805'
 OJ0805'STATION MARKS, STAMPED---AVOCA USLS 1909 1969---, ARE STANDARD DISKS.
 OJ0805'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0805'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 52.0 FEET
 OJ0805'EAST OF THE MAIN FENCE AROUND THE PASTURE AND 10.5 FEET EAST OF AN
 OJ0805'ELECTRIC FENCE.  THE UNDERGROUND DISK IS IN PLACE AS NOTED IN THE
 OJ0805'ORIGINAL DESCRIPTION.
 OJ0805'
 OJ0805'REFERENCE MARK 1, STAMPED---AVOCA REF 1 1935---, A U.S. LAKE SURVEY
 OJ0805'REFERENCE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 OJ0805'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE IT IS 20 FEET WEST OF
 OJ0805'APPROXIMATE CENTER OF A FARM LANE, 2 FEET SOUTH OF A 2 FOOT TRIANGULAR
 OJ0805'SHAPED BOULDER PROJECTING 6 INCHES ABOVE THE GROUND SURFACE AND 1 FOOT
 OJ0805'EAST OF THE MAIN FENCE.
 OJ0805'
 OJ0805'REFERENCE MARK 2, STAMPED---AVOCA REF 2 1935---, A U.S. LAKE SURVEY
 OJ0805'REFERENCE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 OJ0805'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET SOUTH
 OJ0805'OF A 6-INCH FENCE POST, 3.5 FEET NORTH OF A 6-INCH FENCE POST AND 1.5
 OJ0805'FEET NORTH-NORTHWEST OF A METAL WITNESS POST IN FENCELINE
 OJ0805'
 OJ0805'USLS MARK, ETCHED---USLS 1909---, A 12-INCH CYLINDRICAL CONCRETE
 OJ0805'MONUMENT WITH A 1/2-INCH BOLT SURROUNDED BY THREE 1/4-INCH BOLTS IN
 OJ0805'THE CENTER.  THE MONUMENT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OJ0805'IT IS 6 FEET SOUTH OF A 6-INCH FENCE POST, 3.5 FEET NORTH OF A 6-INCH
 OJ0805'FENCE POST AND 1 FOOT EAST OF THE MAIN FENCE.
 OJ0805'
 OJ0805'AZIMUTH MARK, STAMPED---AVOCA USLS 1943---, A STANDARD DISK SET IN THE
 OJ0805'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OJ0805'GROUND SURFACE.  IT IS 135 FEET NORTH OF THE APPROXIMATE CENTER OF
 OJ0805'IMLAY CITY ROAD, 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF ACCESS
 OJ0805'ROAD, 24.5 FEET EAST OF THE APPROXIMATE CENTER OF BRICKER ROAD, 11
 OJ0805'FEET NORTH-NORTHEAST OF L-SHAPED CULVERT, 1 FOOT NORTH OF METAL
 OJ0805'WITNESS POST AND IN THE NORTH END OF GRASSY TRAFFIC TRIANGLE.
 OJ0805'
 OJ0805'AZIMUTH MARK 2, STAMPED---AVOCA USLS NO 2 1976---, A STANDARD DISK SET
 OJ0805'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 OJ0805'WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE APPROXIMATE CENTER
 OJ0805'OF BRICKER ROAD, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF IMLAY CITY
 OJ0805'ROAD, 8 FEET EAST OF AN INTERSECTION SIGN AND 2.5 FEET WEST OF A METAL
 OJ0805'WITNESS POST.
 OJ0805'
 OJ0805'AZIMUTH MARK 3, STAMPED---AVOCA USLS NO 3 1976---, A STANDARD DISK SET
 OJ0805'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 OJ0805'WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF THE APPROXIMATE
 OJ0805'CENTER OF IMLAY CITY ROAD, 29 FEET EAST OF THE APPROXIMATE CENTER OF
 OJ0805'BRICKER ROAD, 15.5 FEET NORTH OF AN 18-INCH OAK TREE AND 4 FEET EAST
 OJ0805'OF A METAL WITNESS POST.
 OJ0805'
 OJ0805'BENCH MARK, STAMPED---9 R---, IS A C + GS AND STATE SURVEY MARK.  THE
 OJ0805'DISK IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT IS
 OJ0805'FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF A METAL WITNESS
 OJ0805'POST, 39 FEET EAST OF THE APPROXIMATE CENTER OF BRICKER ROAD, 20 FEET
 OJ0805'SOUTH-SOUTHEAST OF A MULTI-TRUNKED OAK TREE AND 31 FEET NORTHWEST OF
 OJ0805'DIRT ACCESS ROAD.
 OJ0805'
 OJ0805'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 OJ0805'LIGHT SHOWN ABOVE STATION MARK WAS 30.6 METERS.  DESCRIBED BY D.A.
 OJ0805'BOWLING.
 OJ0805
 OJ0805                          STATION RECOVERY (1980)
 OJ0805
 OJ0805'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GW)
 OJ0805'THE STATION WAS RECOVERED AS DESCRIBED. THE AZIMUTH AND REFERENCES
 OJ0805'MARKS WERE LOCATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1083 ***********************************************************************
 OJ1083  DESIGNATION -  AXESPORT
 OJ1083  PID         -  OJ1083
 OJ1083  STATE/COUNTY-  MI/HURON
 OJ1083  COUNTRY     -  US
 OJ1083  USGS QUAD   -  BAD AXE EAST (2017)
 OJ1083
 OJ1083                         *CURRENT SURVEY CONTROL
 OJ1083  ______________________________________________________________________
 OJ1083* NAD 83(1994) POSITION- 43 47 07.49041(N) 082 59 00.93536(W)   ADJUSTED
 OJ1083* NAD 83(1994) ELLIP HT-   197.691 (meters)        (07/17/02)   ADJUSTED
 OJ1083* NAVD 88 ORTHO HEIGHT -   232.2   (meters)      762.    (feet) GPS OBS
 OJ1083  ______________________________________________________________________
 OJ1083  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1083  GEOID HEIGHT    -        -34.733 (meters)                     GEOID18
 OJ1083  NAD 83(1994) X  -    563,390.461 (meters)                     COMP
 OJ1083  NAD 83(1994) Y  - -4,577,610.035 (meters)                     COMP
 OJ1083  NAD 83(1994) Z  -  4,391,046.442 (meters)                     COMP
 OJ1083  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 OJ1083  HORZ ORDER      -  FIRST
 OJ1083  ELLP ORDER      -  FOURTH    CLASS I
 OJ1083
 OJ1083.The horizontal coordinates were established by GPS observations
 OJ1083.and adjusted by the National Geodetic Survey in February 1997.
 OJ1083
 OJ1083.The orthometric height was determined by GPS observations and a
 OJ1083.high-resolution geoid model.
 OJ1083
 OJ1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1083.GEOID18 height accuracy estimate available here.
 OJ1083
 OJ1083.Click photographs - Photos may exist for this station.
 OJ1083
 OJ1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1083
 OJ1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1083
 OJ1083.The ellipsoidal height was determined by GPS observations
 OJ1083.and is referenced to NAD 83.
 OJ1083
 OJ1083. The following values were computed from the NAD 83(1994) position.
 OJ1083
 OJ1083;                    North         East     Units Scale Factor Converg.
 OJ1083;SPC MI S     -   254,786.786 4,111,328.482   MT  1.00003053   +0 56 28.4
 OJ1083;SPC MI S     -   835,914.65 13,488,610.51   iFT  1.00003053   +0 56 28.4
 OJ1083;UTM  17      - 4,849,951.836   340,393.723   MT  0.99991333   -1 22 22.3
 OJ1083
 OJ1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1083!SPC MI S     -   0.99996900  x   1.00003053  =   0.99999953
 OJ1083!UTM  17      -   0.99996900  x   0.99991333  =   0.99988233
 OJ1083
 OJ1083:                Primary Azimuth Mark                     Grid Az
 OJ1083:SPC MI S     -  AXESPORT AZ MK                           207 19 43.4
 OJ1083:UTM  17      -  AXESPORT AZ MK                           209 38 34.1
 OJ1083
 OJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4039349951(NAD 83)
 OJ1083
 OJ1083|---------------------------------------------------------------------|
 OJ1083| PID    Reference Object                     Distance      Geod. Az  |
 OJ1083|                                                           dddmmss.s |
 OJ1083| OJ1084 AXESPORT AZ MK                      APPROX. 0.9 KM 2081611.8 |
 OJ1083|---------------------------------------------------------------------|
 OJ1083
 OJ1083                          SUPERSEDED SURVEY CONTROL
 OJ1083
 OJ1083  ELLIP H (02/03/97)  197.696  (m)                       GP(       ) 4 1
 OJ1083  NAD 83(1986)-  43 47 07.48932(N)    082 59 00.95216(W) AD(       ) 1
 OJ1083  NAD 83(1986)-  43 47 07.48581(N)    082 59 00.95139(W) AD(       ) 3
 OJ1083  NGVD 29 (03/27/91)  232.4    (m)  OSU 89B  model used  GPS OBS        
 OJ1083
 OJ1083.Superseded values are not recommended for survey control.
 OJ1083
 OJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1083.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1083
 OJ1083_MARKER: F = FLANGE-ENCASED ROD
 OJ1083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1083_STAMPING: AXESPORT 1989
 OJ1083_MARK LOGO: NGS
 OJ1083_PROJECTION: FLUSH
 OJ1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1083+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2021
 OJ1083_ROD/PIPE-DEPTH: 8.5 meters
 OJ1083_SLEEVE-DEPTH  : 1.0 meters
 OJ1083
 OJ1083  HISTORY     - Date     Condition        Report By
 OJ1083  HISTORY     - 1989     MONUMENTED       NGS
 OJ1083  HISTORY     - 19900110 GOOD
 OJ1083  HISTORY     - 19910715 GOOD             NGS
 OJ1083  HISTORY     - 19991120 GOOD             USPSQD
 OJ1083  HISTORY     - 20080326 GOOD             INDIV
 OJ1083  HISTORY     - 20210719 GOOD             MIDT
 OJ1083
 OJ1083                          STATION DESCRIPTION
 OJ1083
 OJ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1083'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF BAD AXE, AT
 OJ1083'THE BAD AXE-HURON COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST ANGLE OF
 OJ1083'THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTING TAXIWAY.
 OJ1083'OWNERSHIP---HURON COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352
 OJ1083'THOMPSON ROAD, BAD AXE MI 48413.  PHONE IS (517) 269-6511 OR HOME
 OJ1083'(517) 269-8235.
 OJ1083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1083'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 142
 OJ1083'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.00 MI) ON
 OJ1083'NUGENT ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1083'(0.20 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1083'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1083'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE PARKING
 OJ1083'AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH FOR 30
 OJ1083'METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND GO
 OJ1083'SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1083'TAXIWAY TO THE STATION ON THE LEFT JUST AFTER CROSSING THE PAVED
 OJ1083'RUNWAY.
 OJ1083'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1083'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.5 METERS IN A GREASE
 OJ1083'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1083'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1083'23.8 M (78.1 FT) EAST-NORTHEAST FROM THE EAST CORNER OF A 0.6 METER
 OJ1083'SQUARE CONCRETE BURIED CABLE MARKER, 18.8 M (61.7 FT) SOUTHEAST FROM
 OJ1083'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 4.3 M (14.1 FT) NORTHEAST
 OJ1083'FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY.
 OJ1083'DESCRIBED BY K.L. FANCHER.
 OJ1083'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1083
 OJ1083                          STATION RECOVERY (1990)
 OJ1083
 OJ1083'RECOVERED 1990
 OJ1083'RECOVERED IN GOOD CONDITION.
 OJ1083
 OJ1083                          STATION RECOVERY (1991)
 OJ1083
 OJ1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1083'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHEAST OF BAD AXE, AT
 OJ1083'THE BAD AXE/HURON COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST ANGLE OF
 OJ1083'THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTING TAXIWAY.
 OJ1083'OWNERSHIP---HURON COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352
 OJ1083'THOMPSON ROAD, BAD AXE, MI. 48413. PHONE (517) 269-6511 OR HOME
 OJ1083'269-8235.
 OJ1083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1083'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 142
 OJ1083'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON
 OJ1083'NUGENT ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1083'(0.2 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1083'SOUTHWEST FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1083'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE
 OJ1083'PARKING AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH
 OJ1083'FOR 30 METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND
 OJ1083'GO SOUTHEAST FOR 0.2 KM (0.1 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1083'TAXIWAY TO THE STATION ON THE LEFT JUST AFTER CROSSING THE PAVED
 OJ1083'RUNWAY.
 OJ1083'LOCATED 23.8 M (78.1 FT) EAST-NORTHEAST FROM THE EAST CORNER OF A 0.6
 OJ1083'METER SQUARE CONCRETE BURIED CABLE MARKER, 18.8 M (61.7 FT) SOUTHEAST
 OJ1083'FROM THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 4.3 M (14.1 FT)
 OJ1083'NORTHEAST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY.
 OJ1083
 OJ1083                          STATION RECOVERY (1999)
 OJ1083
 OJ1083'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1083'RECOVERED IN GOOD CONDITION.
 OJ1083
 OJ1083                          STATION RECOVERY (2008)
 OJ1083
 OJ1083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (KJS)
 OJ1083'RECOVERED IN GOOD CONDITION.
 OJ1083
 OJ1083                          STATION RECOVERY (2021)
 OJ1083
 OJ1083'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ1083'CALL (989) 269 6511 FOR ACCESS TO THE GATE.  DIRECTIONS CORRECT.
 OJ1083'PERSON ON PHONE WILL LEAD YOU RIGHT TO MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1084 ***********************************************************************
 OJ1084  DESIGNATION -  AXESPORT AZ MK
 OJ1084  PID         -  OJ1084
 OJ1084  STATE/COUNTY-  MI/HURON
 OJ1084  COUNTRY     -  US
 OJ1084  USGS QUAD   -  BAD AXE EAST (2017)
 OJ1084
 OJ1084                         *CURRENT SURVEY CONTROL
 OJ1084  ______________________________________________________________________
 OJ1084* NAD 83(1994) POSITION- 43 46 43.11077(N) 082 59 19.02975(W)   ADJUSTED
 OJ1084* NAD 83(1994) ELLIP HT-   194.703 (meters)        (07/17/02)   ADJUSTED
 OJ1084* NAVD 88 ORTHO HEIGHT -   229.2   (meters)      752.    (feet) GPS OBS
 OJ1084  ______________________________________________________________________
 OJ1084  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1084  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 OJ1084  NAD 83(1994) X  -    563,052.182 (meters)                     COMP
 OJ1084  NAD 83(1994) Y  - -4,578,174.046 (meters)                     COMP
 OJ1084  NAD 83(1994) Z  -  4,390,501.115 (meters)                     COMP
 OJ1084  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 OJ1084  HORZ ORDER      -  FIRST
 OJ1084  ELLP ORDER      -  FOURTH    CLASS I
 OJ1084
 OJ1084.The horizontal coordinates were established by GPS observations
 OJ1084.and adjusted by the National Geodetic Survey in February 1997.
 OJ1084
 OJ1084.The orthometric height was determined by GPS observations and a
 OJ1084.high-resolution geoid model.
 OJ1084
 OJ1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1084.GEOID18 height accuracy estimate available here.
 OJ1084
 OJ1084.Click photographs - Photos may exist for this station.
 OJ1084
 OJ1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1084
 OJ1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1084
 OJ1084.The ellipsoidal height was determined by GPS observations
 OJ1084.and is referenced to NAD 83.
 OJ1084
 OJ1084. The following values were computed from the NAD 83(1994) position.
 OJ1084
 OJ1084;                    North         East     Units Scale Factor Converg.
 OJ1084;SPC MI S     -   254,027.794 4,110,936.255   MT  1.00002867   +0 56 16.1
 OJ1084;SPC MI S     -   833,424.52 13,487,323.67   iFT  1.00002867   +0 56 16.1
 OJ1084;UTM  17      - 4,849,209.385   339,971.220   MT  0.99991499   -1 22 34.2
 OJ1084
 OJ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1084!SPC MI S     -   0.99996947  x   1.00002867  =   0.99999814
 OJ1084!UTM  17      -   0.99996947  x   0.99991499  =   0.99988446
 OJ1084
 OJ1084:                Primary Azimuth Mark                     Grid Az
 OJ1084:SPC MI S     -  AXESPORT                                 027 19 43.1
 OJ1084:UTM  17      -  AXESPORT                                 029 38 33.4
 OJ1084
 OJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3997149209(NAD 83)
 OJ1084
 OJ1084|---------------------------------------------------------------------|
 OJ1084| PID    Reference Object                     Distance      Geod. Az  |
 OJ1084|                                                           dddmmss.s |
 OJ1084| OJ1083 AXESPORT                            APPROX. 0.9 KM 0281559.2 |
 OJ1084|---------------------------------------------------------------------|
 OJ1084
 OJ1084                          SUPERSEDED SURVEY CONTROL
 OJ1084
 OJ1084  ELLIP H (02/03/97)  194.708  (m)                       GP(       ) 4 1
 OJ1084  NAD 83(1986)-  43 46 43.10988(N)    082 59 19.04660(W) AD(       ) 1
 OJ1084  NAD 83(1986)-  43 46 43.10624(N)    082 59 19.04546(W) AD(       ) 3
 OJ1084  NGVD 29 (03/27/91)  229.3    (m)  OSU 89B  model used  GPS OBS        
 OJ1084
 OJ1084.Superseded values are not recommended for survey control.
 OJ1084
 OJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1084.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1084
 OJ1084_MARKER: I = METAL ROD
 OJ1084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1084_STAMPING: AXESPORT AZ MK 1989
 OJ1084_MARK LOGO: NGS
 OJ1084_PROJECTION: FLUSH
 OJ1084_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1084+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 OJ1084_ROD/PIPE-DEPTH: 7.3 meters
 OJ1084_SLEEVE-DEPTH  : 1.0 meters
 OJ1084
 OJ1084  HISTORY     - Date     Condition        Report By
 OJ1084  HISTORY     - 1989     MONUMENTED       NGS
 OJ1084  HISTORY     - 19900109 GOOD
 OJ1084  HISTORY     - 19991120 GOOD             USPSQD
 OJ1084
 OJ1084                          STATION DESCRIPTION
 OJ1084
 OJ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1084'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF BAD AXE, AT
 OJ1084'THE BAD AXE-HURON COUNTY MEMORIAL AIRPORT, ALONG THE SOUTHEAST EDGE
 OJ1084'AND NEAR THE SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---HURON
 OJ1084'COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352 THOMPSON ROAD, BAD
 OJ1084'AXE MI 48413.  PHONE IS (517) 269-6511 OR HOME (517) 269-8235.
 OJ1084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1084'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.00 MI) TO A PAVED
 OJ1084'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.00 MI) ON NUGENT
 OJ1084'ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1084'(0.20 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1084'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1084'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE PARKING
 OJ1084'AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH FOR 30
 OJ1084'METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND GO
 OJ1084'SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1084'TAXIWAY TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.9 KM
 OJ1084'(0.55 MI) ON THE PAVED RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE
 OJ1084'THE END OF THE RUNWAY.
 OJ1084'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1084'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.3 METERS IN A GREASE
 OJ1084'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1084'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1084'27.2 M (89.2 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE PAVED
 OJ1084'RUNWAY, 20.0 M (65.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 OJ1084'RUNWAY, 12.8 M (42.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 OJ1084'A 0.4 METER SQUARE CONCRETE POST AND 9.8 M (32.2 FT) NORTHWEST FROM A
 OJ1084'CARSONITE WITNESS POST.
 OJ1084'DESCRIBED BY K.L. FANCHER.
 OJ1084'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1084
 OJ1084                          STATION RECOVERY (1990)
 OJ1084
 OJ1084'RECOVERED 1990
 OJ1084'RECOVERED IN GOOD CONDITION.
 OJ1084
 OJ1084                          STATION RECOVERY (1999)
 OJ1084
 OJ1084'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1480 ***********************************************************************
 NE1480  DESIGNATION -  AZALIA
 NE1480  PID         -  NE1480
 NE1480  STATE/COUNTY-  MI/MONROE
 NE1480  COUNTRY     -  US
 NE1480  USGS QUAD   -  MILAN (2017)
 NE1480
 NE1480                         *CURRENT SURVEY CONTROL
 NE1480  ______________________________________________________________________
 NE1480* NAD 83(1994) POSITION- 42 01 08.76801(N) 083 40 14.30912(W)   ADJUSTED
 NE1480* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 NE1480  ______________________________________________________________________
 NE1480  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 NE1480  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 NE1480  HORZ ORDER      -  FIRST
 NE1480
 NE1480.The horizontal coordinates were established by classical geodetic methods
 NE1480.and adjusted by the National Geodetic Survey in February 1997.
 NE1480
 NE1480.The orthometric height was scaled from a topographic map.
 NE1480
 NE1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1480.GEOID18 height accuracy estimate available here.
 NE1480
 NE1480.Click photographs - Photos may exist for this station.
 NE1480
 NE1480.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1480
 NE1480. The following values were computed from the NAD 83(1994) position.
 NE1480
 NE1480;                    North         East     Units Scale Factor Converg.
 NE1480;SPC MI S     -    57,900.103 4,057,649.476   MT  1.00002013   +0 28 25.2
 NE1480;SPC MI S     -   189,960.97 13,312,498.28   iFT  1.00002013   +0 28 25.2
 NE1480;UTM  17      - 4,655,347.977   278,881.535   MT  1.00020167   -1 47 18.2
 NE1480
 NE1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1480!SPC MI S     -   0.99997335  x   1.00002013  =   0.99999348
 NE1480!UTM  17      -   0.99997335  x   1.00020167  =   1.00017501
 NE1480
 NE1480:                Primary Azimuth Mark                     Grid Az
 NE1480:SPC MI S     -  AZALIA AZ MK                             216 27 28.0
 NE1480:UTM  17      -  AZALIA AZ MK                             218 43 11.4
 NE1480
 NE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7888155347(NAD 83)
 NE1480
 NE1480|---------------------------------------------------------------------|
 NE1480| PID    Reference Object                     Distance      Geod. Az  |
 NE1480|                                                           dddmmss.s |
 NE1480| NE1481 MILAN FEDERAL PRISON TANK           APPROX. 8.5 KM 0000431.0 |
 NE1480| CH0760 AZALIA RM 1                          28.015 METERS 00831     |
 NE1480| MC1500 DUNDEE MUNICIPAL TANK               APPROX. 6.8 KM 1714259.4 |
 NE1480| MC1499 DUNDEE ST JOHNS EVAN LUTH CH        APPROX. 7.3 KM 1760718.1 |
 NE1480| CH0759 AZALIA AZ MK                                       2165553.2 |
 NE1480| CH0761 AZALIA RM 2                          31.854 METERS 26014     |
 NE1480| NE1482 MILAN MUNICIPAL TANK                APPROX. 7.2 KM 3530731.5 |
 NE1480|---------------------------------------------------------------------|
 NE1480
 NE1480                          SUPERSEDED SURVEY CONTROL
 NE1480
 NE1480  NAD 83(1986)-  42 01 08.77710(N)    083 40 14.33019(W) AD(       ) 1
 NE1480  NAD 27      -  42 01 08.61800(N)    083 40 14.55200(W) AD(       ) 1
 NE1480
 NE1480.Superseded values are not recommended for survey control.
 NE1480
 NE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1480.See file dsdata.pdf to determine how the superseded data were derived.
 NE1480
 NE1480_MARKER: DS = TRIANGULATION STATION DISK
 NE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1480_STAMPING: AZALIA 1943
 NE1480_MARK LOGO: CGS
 NE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1480+STABILITY: SURFACE MOTION
 NE1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1480+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 NE1480
 NE1480  HISTORY     - Date     Condition        Report By
 NE1480  HISTORY     - 1943     MONUMENTED       CGS
 NE1480  HISTORY     - 1973     GOOD             NGS
 NE1480  HISTORY     - 1980     GOOD             MIDH
 NE1480  HISTORY     - 20010626 GOOD             INDIV
 NE1480
 NE1480                          STATION DESCRIPTION
 NE1480
 NE1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1480'STATION IS LOCATED ABOUT 0.25 MILE W OF THE VILLAGE OF AZALIA ON THE N
 NE1480'SIDE OF COUPER ROAD.  THE MARK IS SET IN THE SE CORNER OF THE SCHOOL
 NE1480'LOT OF DISTRICT 10 SCHOOL.  IT IS 46 FEET N OF THE CENTER LINE OF
 NE1480'COUPER ROAD AND 15.5 FEET W OF THE N-S FENCE LINE AND A REFERENCE
 NE1480'POST.  THE DISK IS STAMPED AZALIA 1943.
 NE1480'
 NE1480'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARK ARE BRONZE DISKS SET
 NE1480'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1480'
 NE1480'REFERENCE MARK 1 IS 91.91 FEET N OF THE STATION.  IT IS ...  CORNER OF
 NE1480'THE COAL SHED AND 1.0 FOOT W OF THE N-S FENCE LINE.  THE DISK IS
 NE1480'STAMPED AZALIA NO 1 1943.
 NE1480'
 NE1480'REFERENCE MARK 2 IS 104.51 FEET W OF THE STATION.  IT IS 40 FEET N OF
 NE1480'THE CENTER LINE OF COUPER ROAD AND 3.0 FEET NE OF A FENCE CORNER.  THE
 NE1480'DISK IS STAMPED AZALIA NO 2 1943.
 NE1480'
 NE1480'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION.  IT IS
 NE1480'0.2 MILE S OF THE JUNCTION OF COUPER AND CROWE ROADS, 29 FEET E OF THE
 NE1480'CENTER LINE OF CROWE ROAD, 17.6 FEET N OF A 24-INCH WALNUT TREE AND
 NE1480'4.2 FEET S OF A REFERENCE POST.  THE DISK IS STAMPED AZALIA 1943.
 NE1480'
 NE1480'TO REACH THE STATION FROM THE JUNCTION OF COUPER AND CROWE ROADS,
 NE1480'WHICH IS ABOUT 0.5 MILE W OF THE VILLAGE OF AZALIA, GO E ON COUPER
 NE1480'ROAD FOR 0.2 MILE TO THE STATION AT A SCHOOLHOUSE ON THE LEFT AS
 NE1480'DESCRIBED.
 NE1480'
 NE1480'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON COUPER ROAD FOR
 NE1480'0.2 MILE, TURN LEFT ON CROWE ROAD AND GO 0.2 MILE TO THE AZIMUTH ON
 NE1480'THE LEFT AS DESCRIBED.
 NE1480'
 NE1480'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 NE1480
 NE1480                          STATION RECOVERY (1973)
 NE1480
 NE1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1480'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1480'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 NE1480'ROAD WORK.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING-
 NE1480'
 NE1480'THE SCHOOL IS NOW THE PRIVATE RESIDENCE OF MR. HILARIO ORIGEL AND THE
 NE1480'ADDRESS IS 15800 OSTRANDER ROAD.  ALL BUILDINGS AND FENCES ARE THE
 NE1480'SAME SO THE DESCRIPTION IS GOOD.
 NE1480'
 NE1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.25 MILE WEST OF
 NE1480'AZALIA
 NE1480
 NE1480                          STATION RECOVERY (1980)
 NE1480
 NE1480'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1480'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1480'THE DISTANCE BETWEEN STATION AND RM 1 IS 0.15 FEET SHORTER AND THE
 NE1480'ANGLE BETWEEN RM 2 AND RM 1 IS 3 MINUTES UNDER THE PREVIOUSLY RECORDED
 NE1480'FIGURES.  THIS APPEARS TO HAVE BEEN CAUSED BY AN 8 INCH ASH TREE
 NE1480'GROWING DIRECTLY BESIDE RM 1.  STATION MARK AND RM 2 APPEAR TO BE
 NE1480'UNDISTURBED.
 NE1480
 NE1480                          STATION RECOVERY (2001)
 NE1480
 NE1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 NE1480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1661 ***********************************************************************
 NE1661  DESIGNATION -  AZIMUTH MARK
 NE1661  PID         -  NE1661
 NE1661  STATE/COUNTY-  MI/LIVINGSTON
 NE1661  COUNTRY     -  US
 NE1661  USGS QUAD   -  HAMBURG (2017)
 NE1661
 NE1661                         *CURRENT SURVEY CONTROL
 NE1661  ______________________________________________________________________
 NE1661* NAD 83(1994) POSITION- 42 27 19.66132(N) 083 48 04.61855(W)   ADJUSTED
 NE1661* NAVD 88 ORTHO HEIGHT -   276.1   (meters)      906.    (feet) VERTCON3
 NE1661  ______________________________________________________________________
 NE1661  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 NE1661  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE1661  HORZ ORDER      -  THIRD
 NE1661
 NE1661.The horizontal coordinates were established by classical geodetic methods
 NE1661.and adjusted by the National Geodetic Survey in February 1997.
 NE1661
 NE1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1661
 NE1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1661.GEOID18 height accuracy estimate available here.
 NE1661
 NE1661.Click photographs - Photos may exist for this station.
 NE1661
 NE1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1661
 NE1661. The following values were computed from the NAD 83(1994) position.
 NE1661
 NE1661;                    North         East     Units Scale Factor Converg.
 NE1661;SPC MI S     -   106,286.495 4,046,503.572   MT  0.99993481   +0 23 05.1
 NE1661;SPC MI S     -   348,708.97 13,275,930.35   iFT  0.99993481   +0 23 05.1
 NE1661;UTM  17      - 4,704,150.150   269,657.841   MT  1.00025285   -1 53 30.3
 NE1661
 NE1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1661!SPC MI S     -   0.99996194  x   0.99993481  =   0.99989675
 NE1661!UTM  17      -   0.99996194  x   1.00025285  =   1.00021478
 NE1661
 NE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6965704150(NAD 83)
 NE1661
 NE1661                          SUPERSEDED SURVEY CONTROL
 NE1661
 NE1661  NAD 83(1986)-  42 27 19.66341(N)    083 48 04.64366(W) AD(       ) 3
 NE1661  NGVD 29 (04/09/92)  276.3    (m)          906.     (f) VERT ANG       
 NE1661
 NE1661.Superseded values are not recommended for survey control.
 NE1661
 NE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1661.See file dsdata.pdf to determine how the superseded data were derived.
 NE1661
 NE1661_MARKER: DD = SURVEY DISK
 NE1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1661_STAMPING: AZIMUTH MARK 1980
 NE1661_MARK LOGO: MIDT
 NE1661_PROJECTION: FLUSH
 NE1661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1661+STABILITY: SURFACE MOTION
 NE1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1661+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NE1661
 NE1661  HISTORY     - Date     Condition        Report By
 NE1661  HISTORY     - 1983     MONUMENTED       MIDT
 NE1661  HISTORY     - 19990215 GOOD             USPSQD
 NE1661
 NE1661                          STATION DESCRIPTION
 NE1661
 NE1661'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1983
 NE1661'AZIMUTH MARK 1980 (MIDOT) IS LOCATED IN QUAD. 420833, IN AN OPEN FIELD
 NE1661'BEHIND THE ALPINE FOOD CENTER IN HAMBURG, MICHIGAN.
 NE1661'TO REACH FROM THE POST OFFICE IN HAMBURG, WALK WESTERLY FOR ABOUT
 NE1661'156.06 M (512.01 FT) PASSING IN BEHIND THE ALPINE FOOD CENTER TO THE
 NE1661'STATION AS DESCRIBED.
 NE1661'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION ALUMINUM
 NE1661'DISK SET INTO A 12 INCH ROUND CONCRETE MONUMENT, FLUSH WITH GROUND.
 NE1661'LOCATED 83.820 M (274.999 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 NE1661'THE ALPINE FOOD CENTER, 31.699 M (103.999 FT) SOUTH FROM A 12 INCH
 NE1661'CEDAR TREE, 25.603 M (83.999 FT) EAST-NORTHEAST FROM AN 8 INCH METAL
 NE1661'PIPE IN THE GROUND WITH ABOUT 4 FEET PROJECTING ABOVE GROUND, 21.336
 NE1661'M (70.000 FT) NORTHWEST FROM A 6 INCH CEDAR TREE AND 0.457 M
 NE1661'(1.499 FT) SOUTHWEST FROM A WITNESS POST.
 NE1661'A TRAVERSE CONNECTION WAS MADE TO STATION HAMBURG 2 1983 USING
 NE1661'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1661'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 NE1661'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1661
 NE1661                          STATION RECOVERY (1999)
 NE1661
 NE1661'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1767 ***********************************************************************
 NF1767  DESIGNATION -  AZO F
 NF1767  PID         -  NF1767
 NF1767  STATE/COUNTY-  MI/KALAMAZOO
 NF1767  COUNTRY     -  US
 NF1767  USGS QUAD   -  PORTAGE (2017)
 NF1767
 NF1767                         *CURRENT SURVEY CONTROL
 NF1767  ______________________________________________________________________
 NF1767* NAD 83(2011) POSITION- 42 13 41.95515(N) 085 33 02.32768(W)   ADJUSTED
 NF1767* NAD 83(2011) ELLIP HT-   230.359 (meters)        (06/27/12)   ADJUSTED
 NF1767* NAD 83(2011) EPOCH   -  2010.00
 NF1767* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) GPS OBS
 NF1767  ______________________________________________________________________
 NF1767  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NF1767  GEOID HEIGHT    -        -33.130 (meters)                     GEOID90
 NF1767  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 NF1767  NAD 83(2011) X  -    366,955.778 (meters)                     COMP
 NF1767  NAD 83(2011) Y  - -4,715,907.012 (meters)                     COMP
 NF1767  NAD 83(2011) Z  -  4,264,571.584 (meters)                     COMP
 NF1767  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 NF1767
 NF1767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1767  Standards:
 NF1767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1767  -------------------------------------------------------------------
 NF1767  NETWORK   83.83  74.66          17.23  41.56  38.09      0.26512819
 NF1767  -------------------------------------------------------------------
 NF1767  Click here for local accuracies and other accuracy information.
 NF1767
 NF1767.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF1767
 NF1767.The horizontal coordinates were established by GPS observations
 NF1767.and adjusted by the National Geodetic Survey in June 2012.
 NF1767
 NF1767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1767.been affixed to the stable North American tectonic plate. See 
 NF1767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1767
 NF1767.The horizontal coordinates are valid at the epoch date displayed above
 NF1767.which is a decimal equivalence of Year/Month/Day.
 NF1767
 NF1767.The orthometric height was determined by GPS observations and a
 NF1767.high-resolution geoid model.
 NF1767
 NF1767.No vertical observational check was made to the station.
 NF1767
 NF1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1767.GEOID18 height accuracy estimate available here.
 NF1767
 NF1767.Click photographs - Photos may exist for this station.
 NF1767
 NF1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1767
 NF1767.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1767
 NF1767.The ellipsoidal height was determined by GPS observations
 NF1767.and is referenced to NAD 83.
 NF1767
 NF1767. The following values were computed from the NAD 83(2011) position.
 NF1767
 NF1767;                    North         East     Units Scale Factor Converg.
 NF1767;SPC MI S     -    81,588.025 3,902,263.756   MT  0.99997209   -0 48 20.6
 NF1767;SPC MI S     -   267,677.25 12,802,702.61   iFT  0.99997209   -0 48 20.6
 NF1767;UTM  16      - 4,676,143.743   619,603.217   MT  0.99977601   +0 58 27.1
 NF1767
 NF1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1767!SPC MI S     -   0.99996387  x   0.99997209  =   0.99993596
 NF1767!UTM  16      -   0.99996387  x   0.99977601  =   0.99973989
 NF1767
 NF1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1960376143(NAD 83)
 NF1767
 NF1767                          SUPERSEDED SURVEY CONTROL
 NF1767
 NF1767  NAD 83(2007)-  42 13 41.95555(N)    085 33 02.32893(W) AD(2002.00) 0
 NF1767  ELLIP H (02/10/07)  230.398  (m)                       GP(2002.00)    
 NF1767  ELLIP H (07/17/02)  230.481  (m)                       GP(       ) 4 1
 NF1767  NAD 83(1994)-  42 13 41.94837(N)    085 33 02.33101(W) AD(       ) 1
 NF1767  ELLIP H (02/03/97)  230.626  (m)                       GP(       ) 4 1
 NF1767  NAD 83(1986)-  42 13 41.95237(N)    085 33 02.34193(W) AD(       ) 1
 NF1767
 NF1767.Superseded values are not recommended for survey control.
 NF1767
 NF1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1767.See file dsdata.pdf to determine how the superseded data were derived.
 NF1767
 NF1767_MARKER: DD = SURVEY DISK
 NF1767_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NF1767_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NF1767_STAMPING: AZO F 1978
 NF1767_MARK LOGO: NOS
 NF1767_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1767+SATELLITE: SATELLITE OBSERVATIONS - 1978
 NF1767
 NF1767  HISTORY     - Date     Condition        Report By
 NF1767  HISTORY     - 1978     MONUMENTED       NOS
 NF1767  HISTORY     - 19900531 GOOD             NGS
 NF1767  HISTORY     - 20080827 MARK NOT FOUND   WOOLPT
 NF1767  HISTORY     - 20120718 MARK NOT FOUND   WOOLPT
 NF1767
 NF1767                          STATION DESCRIPTION
 NF1767
 NF1767'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 NF1767'STATION IS LOCATED AT KALAMAZOO COUNTY AIRPORT IN THE GRASSY AREA
 NF1767'BETWEEN TAXIWAY B AND THE AIR MUSEUM.
 NF1767'TO REACH, GO TO THE KALAMAZOO COUNTY AIRPORT SOUTHEAST OF KALAMAZOO,
 NF1767'AND ON THE EAST SIDE OF PORTAGE ROAD.  AFTER OBTAINING PERMISSION AND
 NF1767'CLEARANCE, PROCEED TO THE GRASSY AREA WEST OF TAXIWAY B, AND EAST OF
 NF1767'THE FENCE AROUND THE AIR MUSEUM.
 NF1767'STATION IS MARKED BY A STANDARD NOS DISK STAMPED AZO F 1978 THAT IS
 NF1767'SURROUNDED BY A MASS OF CONCRETE, AND IS FLUSH. IT IS 67.15 M
 NF1767'(220.31 FT) NORTHWEST OF A TAXIWAY LIGHT, 66.69 M (218.80 FT)
 NF1767'SOUTHWEST OF ANOTHER TAXIWAY LIGHT, 44.8 M (146.98 FT) EAST OF
 NF1767'SOUTHEAST CORNER OF METAL FENCE POST OF FENCE AROUND AIR MUSEUM,
 NF1767'60.933 M (199.911 FT)    SOUTH OF STATION KALAPORT, AND 29.26 M
 NF1767'(96.00 FT) WEST OF TAXIWAY LIGHT B 23.
 NF1767'DESCRIBED BY PBW.
 NF1767
 NF1767                          STATION RECOVERY (1990)
 NF1767
 NF1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF1767'AZO F 1978 IS A STANDARD NOS DISK STAMPED AZO F 1978 SET IN CONCRETE
 NF1767'FLUSH WITH THE GROUND NEAR RWY END 35.  THE MARK IS LOCATED ON THE SW
 NF1767'RANGE OF A PAIR OF TAXIWAY LIGHTS, 220.3 FT (67.1 M) NW OF A TAXIWAY
 NF1767'LT, 218.8 FT (66.7 M) SW OF A TAXIWAY LT AND 147.0 FT (44.8 M) NE OF A
 NF1767'METAL FENCE CORNER.
 NF1767
 NF1767                          STATION RECOVERY (2008)
 NF1767
 NF1767'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 NF1767'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  AN EXTENSIVE SEARCH WAS
 NF1767'MADE TO RECOVER THE STATION BUT ITS PRESUMED THAT RECENT TAXIWAY BRAVO
 NF1767'CONSTRUCTION MAY HAVE DESTROYED THE STATION.
 NF1767
 NF1767                          STATION RECOVERY (2012)
 NF1767
 NF1767'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 NF1767'TAXIWAY BRAVO WAS RELOCATED PRIOR TO 2008 AND APPARENTLY TORE OUT AZO
 NF1767'F.  COORDINATES ARE ABOVE CURRENT GRADE AND AT THE EDGE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8111 ***********************************************************************
 AA8111  CBN         -  This is a Cooperative Base Network Control Station.
 AA8111  PACS        -  This is a Primary Airport Control Station.
 AA8111  DESIGNATION -  AZO G
 AA8111  PID         -  AA8111
 AA8111  STATE/COUNTY-  MI/KALAMAZOO
 AA8111  COUNTRY     -  US
 AA8111  USGS QUAD   -  PORTAGE (2017)
 AA8111
 AA8111                         *CURRENT SURVEY CONTROL
 AA8111  ______________________________________________________________________
 AA8111* NAD 83(2011) POSITION- 42 14 26.57220(N) 085 33 17.27999(W)   ADJUSTED
 AA8111* NAD 83(2011) ELLIP HT-   230.451 (meters)        (06/27/12)   ADJUSTED
 AA8111* NAD 83(2011) EPOCH   -  2010.00
 AA8111* NAVD 88 ORTHO HEIGHT -   263.525 (meters)      864.58  (feet) ADJUSTED
 AA8111  ______________________________________________________________________
 AA8111  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 AA8111  NAD 83(2011) X  -    366,542.200 (meters)                     COMP
 AA8111  NAD 83(2011) Y  - -4,715,011.076 (meters)                     COMP
 AA8111  NAD 83(2011) Z  -  4,265,590.959 (meters)                     COMP
 AA8111  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AA8111  DYNAMIC HEIGHT  -        263.443 (meters)      864.31  (feet) COMP
 AA8111  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 AA8111
 AA8111  VERT ORDER      -  FIRST     CLASS II
 AA8111
 AA8111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8111  Standards:
 AA8111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8111  -------------------------------------------------------------------
 AA8111  NETWORK    0.43   0.47           0.19   0.16   0.24      0.02106431
 AA8111  -------------------------------------------------------------------
 AA8111  Click here for local accuracies and other accuracy information.
 AA8111
 AA8111.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 AA8111
 AA8111.The horizontal coordinates were established by GPS observations
 AA8111.and adjusted by the National Geodetic Survey in June 2012.
 AA8111
 AA8111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8111.been affixed to the stable North American tectonic plate. See 
 AA8111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8111
 AA8111.The horizontal coordinates are valid at the epoch date displayed above
 AA8111.which is a decimal equivalence of Year/Month/Day.
 AA8111
 AA8111.The orthometric height was determined by differential leveling and
 AA8111.adjusted by the NATIONAL GEODETIC SURVEY
 AA8111.in October 2009.
 AA8111
 AA8111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8111.GEOID18 height accuracy estimate available here.
 AA8111
 AA8111.Click photographs - Photos may exist for this station.
 AA8111
 AA8111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8111
 AA8111.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8111
 AA8111.The ellipsoidal height was determined by GPS observations
 AA8111.and is referenced to NAD 83.
 AA8111
 AA8111.The dynamic height is computed by dividing the NAVD 88
 AA8111.geopotential number by the normal gravity value computed on the
 AA8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8111.degrees latitude (g = 980.6199 gals.).
 AA8111
 AA8111.The modeled gravity was interpolated from observed gravity values.
 AA8111
 AA8111. The following values were computed from the NAD 83(2011) position.
 AA8111
 AA8111;                    North         East     Units Scale Factor Converg.
 AA8111;SPC MI S     -    82,969.335 3,901,940.344   MT  0.99996965   -0 48 30.8
 AA8111;SPC MI S     -   272,209.10 12,801,641.55   iFT  0.99996965   -0 48 30.8
 AA8111;UTM  16      - 4,677,514.073   619,237.126   MT  0.99977493   +0 58 17.9
 AA8111
 AA8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8111!SPC MI S     -   0.99996386  x   0.99996965  =   0.99993351
 AA8111!UTM  16      -   0.99996386  x   0.99977493  =   0.99973880
 AA8111
 AA8111:                Primary Azimuth Mark                     Grid Az
 AA8111:SPC MI S     -  AZO H                                    160 25 46.9
 AA8111:UTM  16      -  AZO H                                    158 38 58.2
 AA8111
 AA8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1923777514(NAD 83)
 AA8111
 AA8111|---------------------------------------------------------------------|
 AA8111| PID    Reference Object                     Distance      Geod. Az  |
 AA8111|                                                           dddmmss.s |
 AA8111| DH6850 AZO H                               APPROX. 0.6 KM 1593716.1 |
 AA8111|---------------------------------------------------------------------|
 AA8111
 AA8111                          SUPERSEDED SURVEY CONTROL
 AA8111
 AA8111  NAD 83(2007)-  42 14 26.57234(N)    085 33 17.28125(W) AD(2002.00) 0
 AA8111  ELLIP H (02/10/07)  230.459  (m)                       GP(2002.00)    
 AA8111  ELLIP H (07/12/02)  230.481  (m)                       GP(       ) 4 2
 AA8111  NAD 83(1994)-  42 14 26.57218(N)    085 33 17.28119(W) AD(       ) B
 AA8111  ELLIP H (09/20/95)  230.497  (m)                       GP(       ) 1 2
 AA8111  NAVD 88 (09/20/95)  263.52   (m)  GEOID93  model used  GPS OBS        
 AA8111
 AA8111.Superseded values are not recommended for survey control.
 AA8111
 AA8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8111.See file dsdata.pdf to determine how the superseded data were derived.
 AA8111
 AA8111_MARKER: F = FLANGE-ENCASED ROD
 AA8111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8111_STAMPING: AZO G 1994
 AA8111_MARK LOGO: NGS
 AA8111_PROJECTION: FLUSH
 AA8111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8111+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 AA8111_ROD/PIPE-DEPTH: 18.3 meters
 AA8111_SLEEVE-DEPTH  : 1.20 meters
 AA8111
 AA8111  HISTORY     - Date     Condition        Report By
 AA8111  HISTORY     - 1994     MONUMENTED       NGS
 AA8111  HISTORY     - 19980810 GOOD             JCLS
 AA8111  HISTORY     - 20050629 GOOD             WOOLPT
 AA8111  HISTORY     - 20080505 GOOD             COLEM
 AA8111  HISTORY     - 20080827 GOOD             WOOLPT
 AA8111  HISTORY     - 20120718 MARK NOT FOUND   WOOLPT
 AA8111
 AA8111                          STATION DESCRIPTION
 AA8111
 AA8111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8111'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF KALAMAZOO, AT THE
 AA8111'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, OUTSIDE THE PERIMETER
 AA8111'FENCE, IN A LAWN BETWEEN A PARKING LOT AND THE COUNTY
 AA8111'FIRE-CRASH-RESCUE BUILDING, IN THE SOUTHEAST 1/4 OF SECTION 2, T 3 S,
 AA8111'R 11 W.  OWNERSHIP--KALAMAZOO COUNTY.  AIRPORT MANAGER IS KENNETH
 AA8111'POTTS, PHONE 616-388-3668.  ESCORT NOT REQUIRED.  TO REACH FROM THE
 AA8111'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND PORTAGE ROAD
 AA8111'(EXIT 78) ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE ROAD FOR
 AA8111'0.34 KM (0.20 MI) TO A CROSSROAD.  TURN LEFT, EAST, ON FAIRFIELD ROAD
 AA8111'FOR 0.40 KM (0.25 MI) TO A ROAD RIGHT LEADING TO THE TERMINAL
 AA8111'BUILDING.  TURN RIGHT, SOUTHERLY, ON ROAD FOR 0.12 KM (0.05 MI) TO THE
 AA8111'STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION
 AA8111'IS 42.4 M (139.1 FT) EAST-SOUTHEAST OF THE ROAD CENTER, 24.6 M (80.7
 AA8111'FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE RESCUE BUILDING,
 AA8111'4.3 M (14.1 FT) NORTH OF A METAL GUARDRAIL AT NORTH EDGE OF A PARKING
 AA8111'LOT, 10.5 M (34.4 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AA8111'HIGH PERIMETER FENCE, 13.3 M (43.6 FT) SOUTH-SOUTHEAST OF THE CENTER
 AA8111'OF A ROUND DRAIN COVER, AND 9.8 M (32.2 FT) WEST OF A FIBERGLASS
 AA8111'WITNESS POST IN THE PERIMETER FENCE.
 AA8111
 AA8111                          STATION RECOVERY (1998)
 AA8111
 AA8111'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA8111'RECOVERED IN GOOD CONDITION.
 AA8111
 AA8111                          STATION RECOVERY (2005)
 AA8111
 AA8111'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005
 AA8111'RECOVERED IN GOOD CONDITION.
 AA8111
 AA8111                          STATION RECOVERY (2008)
 AA8111
 AA8111'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA8111'RECOVERED AS DESCRIBED.
 AA8111
 AA8111                          STATION RECOVERY (2008)
 AA8111
 AA8111'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 AA8111'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AA8111
 AA8111                          STATION RECOVERY (2012)
 AA8111
 AA8111'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 AA8111'A NEW AIRPORT TERMINAL BUILDING WAS CONSTRUCTED IN 2010 AND OPENED IN
 AA8111'2011.  IT HAS BEEN BUILT ON TOP OF THE PROPOSED COORDINATES OF AZO G.
 AA8111'THE PUBLISHED COORDINATES ARE ROUGHLY 5 FT BELOW THE SURROUNDING
 AA8111'CONCRETE APRON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH6850 ***********************************************************************
 DH6850  PACS        -  This is a Primary Airport Control Station.
 DH6850  DESIGNATION -  AZO H
 DH6850  PID         -  DH6850
 DH6850  STATE/COUNTY-  MI/KALAMAZOO
 DH6850  COUNTRY     -  US
 DH6850  USGS QUAD   -  PORTAGE (2017)
 DH6850
 DH6850                         *CURRENT SURVEY CONTROL
 DH6850  ______________________________________________________________________
 DH6850* NAD 83(2011) POSITION- 42 14 08.10421(N) 085 33 08.04814(W)   ADJUSTED
 DH6850* NAD 83(2011) ELLIP HT-   230.835 (meters)        (06/27/12)   ADJUSTED
 DH6850* NAD 83(2011) EPOCH   -  2010.00
 DH6850* NAVD 88 ORTHO HEIGHT -   263.90  (meters)      865.8   (feet) GPS OBS
 DH6850  ______________________________________________________________________
 DH6850  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH6850  GEOID HEIGHT    -        -33.004 (meters)                     GEOID03
 DH6850  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 DH6850  NAD 83(2011) X  -    366,782.959 (meters)                     COMP
 DH6850  NAD 83(2011) Y  - -4,715,376.856 (meters)                     COMP
 DH6850  NAD 83(2011) Z  -  4,265,169.325 (meters)                     COMP
 DH6850  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 DH6850
 DH6850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6850  Standards:
 DH6850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6850  -------------------------------------------------------------------
 DH6850  NETWORK    0.31   0.37           0.14   0.11   0.19      0.04758536
 DH6850  -------------------------------------------------------------------
 DH6850  Click here for local accuracies and other accuracy information.
 DH6850
 DH6850.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6850
 DH6850.The horizontal coordinates were established by GPS observations
 DH6850.and adjusted by the National Geodetic Survey in June 2012.
 DH6850
 DH6850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6850.been affixed to the stable North American tectonic plate. See 
 DH6850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6850
 DH6850.The horizontal coordinates are valid at the epoch date displayed above
 DH6850.which is a decimal equivalence of Year/Month/Day.
 DH6850
 DH6850.The orthometric height was determined by GPS observations and a
 DH6850.high-resolution geoid model.
 DH6850
 DH6850.GPS derived orthometric heights for airport stations designated as
 DH6850.PACS or SACS are published to 2 decimal places.  This maintains
 DH6850.centimeter relative accuracy between the PACS and SACS.  It does
 DH6850.not indicate centimeter accuracy relative to other marks which are
 DH6850.part of the published vertical control network.
 DH6850
 DH6850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6850.GEOID18 height accuracy estimate available here.
 DH6850
 DH6850.Click photographs - Photos may exist for this station.
 DH6850
 DH6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6850
 DH6850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6850
 DH6850.The ellipsoidal height was determined by GPS observations
 DH6850.and is referenced to NAD 83.
 DH6850
 DH6850. The following values were computed from the NAD 83(2011) position.
 DH6850
 DH6850;                    North         East     Units Scale Factor Converg.
 DH6850;SPC MI S     -    82,396.596 3,902,143.953   MT  0.99997066   -0 48 24.5
 DH6850;SPC MI S     -   270,330.04 12,802,309.56   iFT  0.99997066   -0 48 24.5
 DH6850;UTM  16      - 4,676,948.045   619,458.385   MT  0.99977558   +0 58 23.8
 DH6850
 DH6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6850!SPC MI S     -   0.99996380  x   0.99997066  =   0.99993446
 DH6850!UTM  16      -   0.99996380  x   0.99977558  =   0.99973939
 DH6850
 DH6850:                Primary Azimuth Mark                     Grid Az
 DH6850:SPC MI S     -  AZO G                                    340 25 46.8
 DH6850:UTM  16      -  AZO G                                    338 38 58.5
 DH6850
 DH6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1945876948(NAD 83)
 DH6850
 DH6850|---------------------------------------------------------------------|
 DH6850| PID    Reference Object                     Distance      Geod. Az  |
 DH6850|                                                           dddmmss.s |
 DH6850| AA8111 AZO G                               APPROX. 0.6 KM 3393722.3 |
 DH6850|---------------------------------------------------------------------|
 DH6850
 DH6850                          SUPERSEDED SURVEY CONTROL
 DH6850
 DH6850  NAD 83(2007)-  42 14 08.10435(N)    085 33 08.04945(W) AD(2002.00) 0
 DH6850  ELLIP H (02/10/07)  230.844  (m)                       GP(2002.00)    
 DH6850  NAD 83(1994)-  42 14 08.10429(N)    085 33 08.04946(W) AD(       ) B
 DH6850  ELLIP H (08/26/05)  230.857  (m)                       GP(       ) 4 1
 DH6850
 DH6850.Superseded values are not recommended for survey control.
 DH6850
 DH6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6850.See file dsdata.pdf to determine how the superseded data were derived.
 DH6850
 DH6850_MARKER: I = METAL ROD
 DH6850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6850_STAMPING: AZO H 2005
 DH6850_MARK LOGO: WOOLPT
 DH6850_PROJECTION: FLUSH
 DH6850_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6850+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DH6850_ROD/PIPE-DEPTH: 21.0 meters
 DH6850_SLEEVE-DEPTH  : 0.9 meters
 DH6850
 DH6850  HISTORY     - Date     Condition        Report By
 DH6850  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6850  HISTORY     - 20080827 GOOD             WOOLPT
 DH6850  HISTORY     - 20120718 GOOD             WOOLPT
 DH6850
 DH6850                          STATION DESCRIPTION
 DH6850
 DH6850'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6850'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6850'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS MID-FIELD
 DH6850'AREA, SOUTH OF THE VOR. OWNERSHIP--KALAMAZOO COUNTY. AIRPORT ASSISTANT
 DH6850'DIRECTOR IS KENNETH POTTS, PHONE 269-388-3668. ARRANGEMENTS TO ACCESS
 DH6850'THE AIRFIELD MUST BE MADE 48 HOURS IN ADVANCE, ESCORT IS REQURIED ON
 DH6850'AIRFIELD.
 DH6850'
 DH6850'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6850'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6850'ROAD FOR 1 KM (0.6 MI) TO DUNCAN AVIATION ON THE LEFT, TURN LEFT AND
 DH6850'GO  EASTERLY THROUGH SECURITY GATE NO. 21 ONTO RAMP, CONTINUE EASTERLY
 DH6850'ON RAMP FOR 0.4 KM (0.25 MI) TO TAXIWAY A ON THE RIGHT, TURN RIGHT AND
 DH6850'GO SOUTHERLY ON TAXIWAY A FOR 0.4 (0.25 MI), CROSSING RUNWAY 05/23, TO
 DH6850'STATION ON LEFT. ACCESS COVER IS FLUSH WITH THE GROUND.
 DH6850'
 DH6850'STATION IS 55.9 M (317.5 FT) SOUTHEAST OF A WIND GAUGE TOWER, 72.5 M
 DH6850'(238.0 FT) NORTH OF A SIGN DENOTING --ON TAXIWAY G AT TAXIWAY A--
 DH6850'SIGN, 70.3 M (230.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DH6850'SIGN DENOTING --ON TAXIWAY A AT TAXIWAY G--, AND 55.9 M (183.5 FT)
 DH6850'EAST OF NSRS STATION --ARP-(PID NF0656) SET IN THE BASE OF A LIGHT
 DH6850'POLE.
 DH6850
 DH6850                          STATION RECOVERY (2008)
 DH6850
 DH6850'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 DH6850'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DH6850
 DH6850                          STATION RECOVERY (2012)
 DH6850
 DH6850'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DH6850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH6851 ***********************************************************************
 DH6851  SACS        -  This is a Secondary Airport Control Station.
 DH6851  DESIGNATION -  AZO I
 DH6851  PID         -  DH6851
 DH6851  STATE/COUNTY-  MI/KALAMAZOO
 DH6851  COUNTRY     -  US
 DH6851  USGS QUAD   -  PORTAGE (2017)
 DH6851
 DH6851                         *CURRENT SURVEY CONTROL
 DH6851  ______________________________________________________________________
 DH6851* NAD 83(2011) POSITION- 42 13 46.37899(N) 085 33 03.82313(W)   ADJUSTED
 DH6851* NAD 83(2011) ELLIP HT-   230.859 (meters)        (06/27/12)   ADJUSTED
 DH6851* NAD 83(2011) EPOCH   -  2010.00
 DH6851* NAVD 88 ORTHO HEIGHT -   263.93  (meters)      865.9   (feet) GPS OBS
 DH6851  ______________________________________________________________________
 DH6851  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH6851  GEOID HEIGHT    -        -33.002 (meters)                     GEOID03
 DH6851  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 DH6851  NAD 83(2011) X  -    366,914.499 (meters)                     COMP
 DH6851  NAD 83(2011) Y  - -4,715,818.576 (meters)                     COMP
 DH6851  NAD 83(2011) Z  -  4,264,672.995 (meters)                     COMP
 DH6851  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 DH6851
 DH6851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6851  Standards:
 DH6851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6851  -------------------------------------------------------------------
 DH6851  NETWORK    0.52   0.59           0.24   0.17   0.30      0.09742148
 DH6851  -------------------------------------------------------------------
 DH6851  Click here for local accuracies and other accuracy information.
 DH6851
 DH6851.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6851
 DH6851.The horizontal coordinates were established by GPS observations
 DH6851.and adjusted by the National Geodetic Survey in June 2012.
 DH6851
 DH6851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6851.been affixed to the stable North American tectonic plate. See 
 DH6851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6851
 DH6851.The horizontal coordinates are valid at the epoch date displayed above
 DH6851.which is a decimal equivalence of Year/Month/Day.
 DH6851
 DH6851.The orthometric height was determined by GPS observations and a
 DH6851.high-resolution geoid model.
 DH6851
 DH6851.GPS derived orthometric heights for airport stations designated as
 DH6851.PACS or SACS are published to 2 decimal places.  This maintains
 DH6851.centimeter relative accuracy between the PACS and SACS.  It does
 DH6851.not indicate centimeter accuracy relative to other marks which are
 DH6851.part of the published vertical control network.
 DH6851
 DH6851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6851.GEOID18 height accuracy estimate available here.
 DH6851
 DH6851.Click photographs - Photos may exist for this station.
 DH6851
 DH6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6851
 DH6851.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6851
 DH6851.The ellipsoidal height was determined by GPS observations
 DH6851.and is referenced to NAD 83.
 DH6851
 DH6851. The following values were computed from the NAD 83(2011) position.
 DH6851
 DH6851;                    North         East     Units Scale Factor Converg.
 DH6851;SPC MI S     -    81,724.987 3,902,231.387   MT  0.99997184   -0 48 21.7
 DH6851;SPC MI S     -   268,126.60 12,802,596.41   iFT  0.99997184   -0 48 21.7
 DH6851;UTM  16      - 4,676,279.607   619,566.617   MT  0.99977590   +0 58 26.2
 DH6851
 DH6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6851!SPC MI S     -   0.99996379  x   0.99997184  =   0.99993563
 DH6851!UTM  16      -   0.99996379  x   0.99977590  =   0.99973970
 DH6851
 DH6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1956676279(NAD 83)
 DH6851
 DH6851                          SUPERSEDED SURVEY CONTROL
 DH6851
 DH6851  NAD 83(2007)-  42 13 46.37912(N)    085 33 03.82443(W) AD(2002.00) 0
 DH6851  ELLIP H (02/10/07)  230.867  (m)                       GP(2002.00)    
 DH6851  NAD 83(1994)-  42 13 46.37904(N)    085 33 03.82443(W) AD(       ) 1
 DH6851  ELLIP H (08/26/05)  230.883  (m)                       GP(       ) 4 1
 DH6851
 DH6851.Superseded values are not recommended for survey control.
 DH6851
 DH6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6851.See file dsdata.pdf to determine how the superseded data were derived.
 DH6851
 DH6851_MARKER: DD = SURVEY DISK
 DH6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6851_STAMPING: AZO I 2005
 DH6851_MARK LOGO: WOOLPT
 DH6851_PROJECTION: FLUSH
 DH6851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6851+STABILITY: SURFACE MOTION
 DH6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6851+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 DH6851
 DH6851  HISTORY     - Date     Condition        Report By
 DH6851  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6851  HISTORY     - 20080827 MARK NOT FOUND   WOOLPT
 DH6851  HISTORY     - 20120718 MARK NOT FOUND   WOOLPT
 DH6851
 DH6851                          STATION DESCRIPTION
 DH6851
 DH6851'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6851'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6851'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS AREA
 DH6851'BETWEEN THE AVIATION MUSEUM AND TAXIWAY B-S. OWNERSHIP--KALAMAZOO
 DH6851'COUNTY.  AIRPORT ASSISTANT DIRECTOR IS KENNETH POTTS, PHONE
 DH6851'269-388-3668.  ARRANGEMENTS TO ACCESS THE AIRFIELD MUST BE MADE 48
 DH6851'HOURS IN ADVANCE,  ESCORT IS REQURIED ON AIRFIELD.
 DH6851'
 DH6851'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6851'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6851'ROAD FOR 1.6 KM (1.0 MI) TO MILHAM ROAD. TURN LEFT AND GO EASTERLY  ON
 DH6851'MILHAM RD. FOR 0.4 KM (0.25 MI) TO THE AIRPORT SECURITY GATE  NO. 15
 DH6851'ON THE LEFT. TURN LEFT, AND GO NORTHERLY THROUGH SECURITY GATE FOR 0.1
 DH6851'KM (0.1 MI) TO THE PERIMETER ROAD ON YOUR RIGHT, TURN RIGHT AND GO
 DH6851'EASTERLY FOR 0.3 KM (0.2 MI) TO THE AVIATION MUSEUM ON THE RIGHT AND
 DH6851'THE STATION ON THE LEFT. THE DISK IS SET FLUSH WITH THE GROUND.
 DH6851'
 DH6851'STATION IS 59.5 M (195.2 FT) SOUTH OF THE SOUTH EDGE OF THE AVIATION
 DH6851'MUSEUM TAXIWAY, 46.6 M (153.0 FT) EAST SOUTHEAST OF THE SOUTHEAST
 DH6851'CORNER  OF THE AVIATION MUSEUM RAMP, AND 43.6 M (143.0 FT) WEST OF THE
 DH6851'WESTERN  EDGE OF TAXIWAY B-S.
 DH6851
 DH6851                          STATION RECOVERY (2008)
 DH6851
 DH6851'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 DH6851'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  AN EXTENSIVE SEARCH WAS
 DH6851'MADE TO RECOVER THE STATION BUT ITS PRESUMED THAT RECENT TAXIWAY BRAVO
 DH6851'CONSTRUCTION MAY HAVE DESTROYED THE STATION.
 DH6851
 DH6851                          STATION RECOVERY (2012)
 DH6851
 DH6851'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DH6851'TAXIWAY BRAVO WAS RELOCATED PRIOR TO 2008 AND APPARENTLY TORE OUT AZO
 DH6851'I.  THE CURRENT PUBLISHED COORDINATES ARE 3 FT ABOVE THE CURRENT
 DH6851'(DITCH) GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH6852 ***********************************************************************
 DH6852  SACS        -  This is a Secondary Airport Control Station.
 DH6852  DESIGNATION -  AZO J
 DH6852  PID         -  DH6852
 DH6852  STATE/COUNTY-  MI/KALAMAZOO
 DH6852  COUNTRY     -  US
 DH6852  USGS QUAD   -  PORTAGE (2017)
 DH6852
 DH6852                         *CURRENT SURVEY CONTROL
 DH6852  ______________________________________________________________________
 DH6852* NAD 83(2011) POSITION- 42 14 36.65533(N) 085 33 00.68004(W)   ADJUSTED
 DH6852* NAD 83(2011) ELLIP HT-   226.931 (meters)        (06/27/12)   ADJUSTED
 DH6852* NAD 83(2011) EPOCH   -  2010.00
 DH6852* NAVD 88 ORTHO HEIGHT -   260.008 (meters)      853.04  (feet) ADJUSTED
 DH6852  ______________________________________________________________________
 DH6852  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 DH6852  NAD 83(2011) X  -    366,905.227 (meters)                     COMP
 DH6852  NAD 83(2011) Y  - -4,714,770.435 (meters)                     COMP
 DH6852  NAD 83(2011) Z  -  4,265,818.923 (meters)                     COMP
 DH6852  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 DH6852  DYNAMIC HEIGHT  -        259.927 (meters)      852.78  (feet) COMP
 DH6852  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 DH6852
 DH6852  VERT ORDER      -  FIRST     CLASS II
 DH6852
 DH6852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6852  Standards:
 DH6852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6852  -------------------------------------------------------------------
 DH6852  NETWORK    0.52   0.59           0.24   0.17   0.30      0.13180248
 DH6852  -------------------------------------------------------------------
 DH6852  Click here for local accuracies and other accuracy information.
 DH6852
 DH6852.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6852
 DH6852.The horizontal coordinates were established by GPS observations
 DH6852.and adjusted by the National Geodetic Survey in June 2012.
 DH6852
 DH6852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6852.been affixed to the stable North American tectonic plate. See 
 DH6852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6852
 DH6852.The horizontal coordinates are valid at the epoch date displayed above
 DH6852.which is a decimal equivalence of Year/Month/Day.
 DH6852
 DH6852.The orthometric height was determined by differential leveling and
 DH6852.adjusted by the NATIONAL GEODETIC SURVEY
 DH6852.in October 2009.
 DH6852
 DH6852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6852.GEOID18 height accuracy estimate available here.
 DH6852
 DH6852.Click photographs - Photos may exist for this station.
 DH6852
 DH6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6852
 DH6852.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6852
 DH6852.The ellipsoidal height was determined by GPS observations
 DH6852.and is referenced to NAD 83.
 DH6852
 DH6852.The dynamic height is computed by dividing the NAVD 88
 DH6852.geopotential number by the normal gravity value computed on the
 DH6852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6852.degrees latitude (g = 980.6199 gals.).
 DH6852
 DH6852.The modeled gravity was interpolated from observed gravity values.
 DH6852
 DH6852. The following values were computed from the NAD 83(2011) position.
 DH6852
 DH6852;                    North         East     Units Scale Factor Converg.
 DH6852;SPC MI S     -    83,275.050 3,902,325.258   MT  0.99996911   -0 48 19.5
 DH6852;SPC MI S     -   273,212.11 12,802,904.39   iFT  0.99996911   -0 48 19.5
 DH6852;UTM  16      - 4,677,831.536   619,612.283   MT  0.99977604   +0 58 29.3
 DH6852
 DH6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6852!SPC MI S     -   0.99996441  x   0.99996911  =   0.99993352
 DH6852!UTM  16      -   0.99996441  x   0.99977604  =   0.99974046
 DH6852
 DH6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1961277831(NAD 83)
 DH6852
 DH6852                          SUPERSEDED SURVEY CONTROL
 DH6852
 DH6852  NAD 83(2007)-  42 14 36.65547(N)    085 33 00.68133(W) AD(2002.00) 0
 DH6852  ELLIP H (02/10/07)  226.939  (m)                       GP(2002.00)    
 DH6852  NAD 83(1994)-  42 14 36.65538(N)    085 33 00.68134(W) AD(       ) 1
 DH6852  ELLIP H (08/26/05)  226.956  (m)                       GP(       ) 4 1
 DH6852  NAVD 88 (08/26/05)  260.00   (m)  GEOID03  model used  GPS OBS        
 DH6852
 DH6852.Superseded values are not recommended for survey control.
 DH6852
 DH6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6852.See file dsdata.pdf to determine how the superseded data were derived.
 DH6852
 DH6852_MARKER: DD = SURVEY DISK
 DH6852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6852_STAMPING: AZO J 2005
 DH6852_MARK LOGO: WOOLPT
 DH6852_PROJECTION: FLUSH
 DH6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6852+STABILITY: SURFACE MOTION
 DH6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6852+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2020
 DH6852
 DH6852  HISTORY     - Date     Condition        Report By
 DH6852  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6852  HISTORY     - 20080505 GOOD             COLEM
 DH6852  HISTORY     - 20080827 GOOD             WOOLPT
 DH6852  HISTORY     - 20120718 GOOD             WOOLPT
 DH6852  HISTORY     - 20200723 GOOD             MIDT
 DH6852
 DH6852                          STATION DESCRIPTION
 DH6852
 DH6852'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6852'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6852'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS AREA
 DH6852'BETWEEN EAST OF RUNWAY 17. OWNERSHIP--KALAMAZOO COUNTY. AIRPORT
 DH6852'ASSISTANT DIRECTOR IS KENNETH POTTS, PHONE 269-388-3668. ARRANGEMENTS
 DH6852'TO ACCESS THE AIRFIELD MUST BE MADE 48 HOURS IN ADVANCE, ESCORT IS
 DH6852'REQURIED ON AIRFIELD.
 DH6852'
 DH6852'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6852'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6852'ROAD FOR 1.0 KM (0.6 MI) TO DUNCAN AVIATION ON THE LEFT. TURN LEFT AND
 DH6852'PROCEED EASTERLY THROUGH SECURITY GATE NO. 21 ONTO RAMP. CONTINUE
 DH6852'ALONG RAMP FOR 0.6 KM (0.4 MI) TO THE AZO RESCUE BUILDING AND GRAVEL
 DH6852'PERIMETERROAD. CONTINUE NORTHEASTERLY ALONG PERIMETER ROAD FOR 0.9 KM
 DH6852'(0.5 MI) TO STATION ON RIGHT. THE DISK IS SET FLUSH WITH THE GROUND.
 DH6852'
 DH6852'STATION IS APPROXIMATELY 137 M (450 FT) SOUTH OF GRAVEL PERIMETER
 DH6852'ROAD, 93.8 M (307.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DH6852'WESTERN  MICHIGAN UNIVERSITY HANGER, 77.4 M (254.0 FT) EAST OF THE
 DH6852'EAST EDGE OF A CONCRETE CULVERT, AND 70.3 M (230.8 FT) WEST SOUTH WEST
 DH6852'OF THE  SOUTHWEST CORNER OF THE WESTERN MICHIGAN UNIVERSITY RAMP.
 DH6852
 DH6852                          STATION RECOVERY (2008)
 DH6852
 DH6852'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DH6852'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS, KENNETH
 DH6852'POTTS NO LONGER WORKS AT THE AIRPORT.  CONTACT THE GREAT LAKES
 DH6852'AVIATION HANGER ADMINISTRATION OFFICE AT THE REFERENCED NUMBER FOR
 DH6852'COORDINATION TO ACCESS THE STATION.
 DH6852
 DH6852                          STATION RECOVERY (2008)
 DH6852
 DH6852'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BJM)
 DH6852'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DH6852
 DH6852                          STATION RECOVERY (2012)
 DH6852
 DH6852'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DH6852'RECOVERED IN GOOD CONDITION.
 DH6852
 DH6852                          STATION RECOVERY (2020)
 DH6852
 DH6852'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 DH6852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL3987 ***********************************************************************
 DL3987  SACS        -  This is a Secondary Airport Control Station.
 DL3987  DESIGNATION -  AZO K
 DL3987  PID         -  DL3987
 DL3987  STATE/COUNTY-  MI/KALAMAZOO
 DL3987  COUNTRY     -  US
 DL3987  USGS QUAD   -  PORTAGE (2017)
 DL3987
 DL3987                         *CURRENT SURVEY CONTROL
 DL3987  ______________________________________________________________________
 DL3987* NAD 83(2011) POSITION- 42 13 41.88726(N) 085 32 47.39080(W)   ADJUSTED
 DL3987* NAD 83(2011) ELLIP HT-   230.274 (meters)        (06/27/12)   ADJUSTED
 DL3987* NAD 83(2011) EPOCH   -  2010.00
 DL3987* NAVD 88 ORTHO HEIGHT -   263.34  (meters)      864.0   (feet) GPS OBS
 DL3987  ______________________________________________________________________
 DL3987  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL3987  GEOID HEIGHT    -        -33.004 (meters)                     GEOID03
 DL3987  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 DL3987  NAD 83(2011) X  -    367,297.388 (meters)                     COMP
 DL3987  NAD 83(2011) Y  - -4,715,881.767 (meters)                     COMP
 DL3987  NAD 83(2011) Z  -  4,264,569.976 (meters)                     COMP
 DL3987  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DL3987
 DL3987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3987  Standards:
 DL3987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3987  -------------------------------------------------------------------
 DL3987  NETWORK    0.51   0.45           0.23   0.18   0.23      0.09613184
 DL3987  -------------------------------------------------------------------
 DL3987  Click here for local accuracies and other accuracy information.
 DL3987
 DL3987.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DL3987
 DL3987.The horizontal coordinates were established by GPS observations
 DL3987.and adjusted by the National Geodetic Survey in June 2012.
 DL3987
 DL3987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3987.been affixed to the stable North American tectonic plate. See 
 DL3987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3987
 DL3987.The horizontal coordinates are valid at the epoch date displayed above
 DL3987.which is a decimal equivalence of Year/Month/Day.
 DL3987
 DL3987.The orthometric height was determined by GPS observations and a
 DL3987.high-resolution geoid model.
 DL3987
 DL3987.GPS derived orthometric heights for airport stations designated as
 DL3987.PACS or SACS are published to 2 decimal places.  This maintains
 DL3987.centimeter relative accuracy between the PACS and SACS.  It does
 DL3987.not indicate centimeter accuracy relative to other marks which are
 DL3987.part of the published vertical control network.
 DL3987
 DL3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3987.GEOID18 height accuracy estimate available here.
 DL3987
 DL3987.Click photographs - Photos may exist for this station.
 DL3987
 DL3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3987
 DL3987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3987
 DL3987.The ellipsoidal height was determined by GPS observations
 DL3987.and is referenced to NAD 83.
 DL3987
 DL3987. The following values were computed from the NAD 83(2011) position.
 DL3987
 DL3987;                    North         East     Units Scale Factor Converg.
 DL3987;SPC MI S     -    81,581.123 3,902,606.210   MT  0.99997209   -0 48 10.5
 DL3987;SPC MI S     -   267,654.60 12,803,826.15   iFT  0.99997209   -0 48 10.5
 DL3987;UTM  16      - 4,676,147.480   619,945.654   MT  0.99977702   +0 58 37.2
 DL3987
 DL3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3987!SPC MI S     -   0.99996389  x   0.99997209  =   0.99993598
 DL3987!UTM  16      -   0.99996389  x   0.99977702  =   0.99974091
 DL3987
 DL3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1994576147(NAD 83)
 DL3987
 DL3987                          SUPERSEDED SURVEY CONTROL
 DL3987
 DL3987  NAD 83(2007)-  42 13 41.88741(N)    085 32 47.39211(W) AD(2002.00) 1
 DL3987  ELLIP H (08/20/09)  230.282  (m)                       GP(2002.00) 3 1
 DL3987
 DL3987.Superseded values are not recommended for survey control.
 DL3987
 DL3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3987.See file dsdata.pdf to determine how the superseded data were derived.
 DL3987
 DL3987_MARKER: DD = SURVEY DISK
 DL3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3987_STAMPING: AZO K 2008
 DL3987_MARK LOGO: WOOLPT
 DL3987_PROJECTION: FLUSH
 DL3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3987+STABILITY: SURFACE MOTION
 DL3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3987+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DL3987
 DL3987  HISTORY     - Date     Condition        Report By
 DL3987  HISTORY     - 20080827 MONUMENTED       WOOLPT
 DL3987  HISTORY     - 20120718 GOOD             WOOLPT
 DL3987
 DL3987                          STATION DESCRIPTION
 DL3987
 DL3987'DESCRIBED BY WOOLPERT CONSULTANTS 2008
 DL3987'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF ADAMS PARK,
 DL3987'4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF KALAMAZOO AND 2.5 MI (4.0 KM)
 DL3987'NORTHEAST OF PORTAGE.  ON THE EAST SIDE OF AIRFIELD AND NEAR THE SOUTH
 DL3987'END OF RUNWAY 35 AT THE KALAMAZOO/BATTLE CREEK INTERNATIONAL AIRPORT.
 DL3987'OWNERSHIP--CITY OF KALAMAZOO.
 DL3987'
 DL3987'TO REACH THE STATION FROM THE JUNCTION OF PORTAGE ROAD UNDERPASS WITH
 DL3987'INTERSTATE HIGHWAY 94 BRIDGE, EXIT 78, GO SOUTH 0.6 MI (1.0 KM) ON
 DL3987'PORTAGE ROAD TO THE ENTRANCE ROAD TO DUNCAN AVIATION ON THE LEFT, TURN
 DL3987'LEFT AND GO EASTERLY TO SECURITY GATE NUMBER --21--.  PROCEED THROUGH
 DL3987'THE GATE CONTINUING EASTERLY ON RAMP TO TAXIWAY C, TURN RIGHT AND GO
 DL3987'SOUTH 0.15 MI (0.2 KM) ON TAXIWAY C TO WHERE THE TAXIWAY BEARS LEFT
 DL3987'AND MERGES WITH TAXIWAY F, TURN LEFT AND GO EAST 0.6 MI (1.0 KM) ON
 DL3987'TAXIWAY F TO WHERE TAXIWAY F BEARS TO THE LEFT, TURN LEFT AND GO NORTH
 DL3987'200 FT (61.0 M) TO A PERIMETER ROAD ACCESS POINT, TURN RIGHT AND GO
 DL3987'EAST 200 FT (61.0 M) ON ACCESS ROAD TO THE AIRPORT PERIMETER ROAD,
 DL3987'TURN RIGHT AND GO SOUTH 0.4 MI (0.6 KM) ON PERIMETER ROAD TO THE
 DL3987'RVR/AWOS ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO WEST 0.05 MI (0.1
 DL3987'KM) ON ACCESS ROAD TO THE STATION ON THE RIGHT.  THE STATION IS A
 DL3987'STANDARD WOOLPERT AIRPORT GEODETIC CONTROL STATION MARK DISK STAMPED
 DL3987'--AZO K 2008-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE
 DL3987'POST, FLUSH WITH THE GROUND AND ABOUT LEVEL WITH RUNWAY 17/35
 DL3987'PAVEMENT.
 DL3987'
 DL3987'THE STATION IS 36.4 FT (11.1 M) NORTH OF THE CENTERLINE OF GRAVEL
 DL3987'RVR/AWOS ACCESS ROAD, 136.9 FT (41.7 M) NORTH-NORTHEAST OF THE
 DL3987'NORTHEAST CORNER OF SOUTH RVR STRUCTURE, 137.4 FT (41.9 M)
 DL3987'WEST-NORTHWEST OF THE AWOS TOWER, 209.6 FT (63.9 M) WEST OF THE
 DL3987'CENTERLINE OF GRAVEL AIRPORT PERIMETER ROAD.
 DL3987'
 DL3987'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DL3987'STATION.
 DL3987
 DL3987                          STATION RECOVERY (2012)
 DL3987
 DL3987'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DL3987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0006 ***********************************************************************
 RJ0006  DESIGNATION -  B
 RJ0006  PID         -  RJ0006
 RJ0006  STATE/COUNTY-  MI/CHIPPEWA
 RJ0006  COUNTRY     -  US
 RJ0006  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0006
 RJ0006                         *CURRENT SURVEY CONTROL
 RJ0006  ______________________________________________________________________
 RJ0006* NAD 83(1986) POSITION- 46 30 01.     (N) 084 20 22.     (W)   SCALED
 RJ0006* NAVD 88 ORTHO HEIGHT -   179.252 (meters)      588.10  (feet) ADJUSTED
 RJ0006  ______________________________________________________________________
 RJ0006  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0006  DYNAMIC HEIGHT  -        179.262 (meters)      588.13  (feet) COMP
 RJ0006  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0006
 RJ0006  VERT ORDER      -  FIRST     CLASS II
 RJ0006
 RJ0006.The horizontal coordinates were scaled from a map and have
 RJ0006.an estimated accuracy of +/- 6 seconds.
 RJ0006
 RJ0006.The orthometric height was determined by differential leveling and
 RJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0006.in June 1991.
 RJ0006
 RJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0006.GEOID18 height accuracy estimate available here.
 RJ0006
 RJ0006.Click photographs - Photos may exist for this station.
 RJ0006
 RJ0006.The dynamic height is computed by dividing the NAVD 88
 RJ0006.geopotential number by the normal gravity value computed on the
 RJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0006.degrees latitude (g = 980.6199 gals.).
 RJ0006
 RJ0006.The modeled gravity was interpolated from observed gravity values.
 RJ0006
 RJ0006;                    North         East    Units  Estimated Accuracy
 RJ0006;SPC MI N     -   194,260.    8,204,170.      MT  (+/- 180 meters Scaled)
 RJ0006
 RJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS041530(NAD 83)
 RJ0006
 RJ0006                          SUPERSEDED SURVEY CONTROL
 RJ0006
 RJ0006  NGVD 29 (??/??/92)  179.210  (m)          587.96   (f) ADJ UNCH    1 2
 RJ0006
 RJ0006.Superseded values are not recommended for survey control.
 RJ0006
 RJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0006
 RJ0006_MARKER: Q = CHISELED SQUARE
 RJ0006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0006_SP_SET: STEP
 RJ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0006
 RJ0006  HISTORY     - Date     Condition        Report By
 RJ0006  HISTORY     - UNK      MONUMENTED       USLS
 RJ0006  HISTORY     - 1934     GOOD             USLS
 RJ0006
 RJ0006                          STATION DESCRIPTION
 RJ0006
 RJ0006'DESCRIBED BY US LAKE SURVEY 1934
 RJ0006'AT SAULT STE MARIE.
 RJ0006'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE FOOT OF THE POE LOCK,
 RJ0006'ON THE NORTH SIDE OF THE LOCK, 5 INCHES SOUTH OF THE SOUTH SIDE
 RJ0006'OF THE STEPS LEADING DOWN, DIRECTLY IN LINE WITH THE FRONT EDGE
 RJ0006'OF THE SECOND STEP FROM THE BOTTOM, AND ON THE TOP OF THE
 RJ0006'MASONRY.  THE HIGHEST POINT IN A SQUARE CUT IN THE MASONRY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0053 ***********************************************************************
 NF0053  DESIGNATION -  B
 NF0053  PID         -  NF0053
 NF0053  STATE/COUNTY-  MI/INGHAM
 NF0053  COUNTRY     -  US
 NF0053  USGS QUAD   -  EAST LANSING (2017)
 NF0053
 NF0053                         *CURRENT SURVEY CONTROL
 NF0053  ______________________________________________________________________
 NF0053* NAD 83(1986) POSITION- 42 43 17.     (N) 084 27 45.     (W)   SCALED
 NF0053* NAVD 88 ORTHO HEIGHT -   259.566 (meters)      851.59  (feet) ADJUSTED
 NF0053  ______________________________________________________________________
 NF0053  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 NF0053  DYNAMIC HEIGHT  -        259.494 (meters)      851.36  (feet) COMP
 NF0053  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 NF0053
 NF0053  VERT ORDER      -  SECOND    CLASS 0
 NF0053
 NF0053.The horizontal coordinates were scaled from a map and have
 NF0053.an estimated accuracy of +/- 6 seconds.
 NF0053
 NF0053.The orthometric height was determined by differential leveling and
 NF0053.adjusted by the NATIONAL GEODETIC SURVEY
 NF0053.in June 1991.
 NF0053
 NF0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0053.GEOID18 height accuracy estimate available here.
 NF0053
 NF0053.Click photographs - Photos may exist for this station.
 NF0053
 NF0053.The dynamic height is computed by dividing the NAVD 88
 NF0053.geopotential number by the normal gravity value computed on the
 NF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0053.degrees latitude (g = 980.6199 gals.).
 NF0053
 NF0053.The modeled gravity was interpolated from observed gravity values.
 NF0053
 NF0053;                    North         East    Units  Estimated Accuracy
 NF0053;SPC MI S     -   135,670.    3,992,150.      MT  (+/- 180 meters Scaled)
 NF0053
 NF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN077329(NAD 83)
 NF0053
 NF0053                          SUPERSEDED SURVEY CONTROL
 NF0053
 NF0053  NGVD 29 (??/??/92)  259.698  (m)          852.03   (f) ADJ UNCH    2 0
 NF0053
 NF0053.Superseded values are not recommended for survey control.
 NF0053
 NF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0053.See file dsdata.pdf to determine how the superseded data were derived.
 NF0053
 NF0053_MARKER: DD = SURVEY DISK
 NF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0053_STAMPING: B
 NF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0053+STABILITY: SURFACE MOTION
 NF0053
 NF0053  HISTORY     - Date     Condition        Report By
 NF0053  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0053  HISTORY     - 1934     GOOD             CGS
 NF0053  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0053  HISTORY     - 1989     POOR             USPSQD
 NF0053
 NF0053                          STATION DESCRIPTION
 NF0053
 NF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0053'3.6 MI W FROM HASLETT.
 NF0053'3.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0053'STATION AT HASLETT, INGHAM COUNTY, 0.7 MILE EAST OF FARM LANE,
 NF0053'0.5 MILE EAST OF MILEPOST C 225, AT THE CROSSING OF HAYDON ROAD,
 NF0053'52.1 FEET NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0053'ROAD WITH THE NORTH RAIL OF THE NORTH TRACK, 14 YARDS NORTH
 NF0053'OF THE NORTH RAIL OF THE NORTH TRACK, 7.2 FEET EAST OF THE
 NF0053'SOUTHEAST CORNER OF A FENCE, AND IN LINE WITH THE RIGHT-OF-WAY
 NF0053'FENCE.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED B AND
 NF0053'SET IN THE TOP OF A CONCRETE POST.
 NF0053
 NF0053                          STATION RECOVERY (1977)
 NF0053
 NF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0053'MARK NOT FOUND.
 NF0053
 NF0053                          STATION RECOVERY (1989)
 NF0053
 NF0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0053'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0241 ***********************************************************************
 SG0241  DESIGNATION -  B
 SG0241  PID         -  SG0241
 SG0241  STATE/COUNTY-  MI/HOUGHTON
 SG0241  COUNTRY     -  US
 SG0241  USGS QUAD   -  OSKAR (2017)
 SG0241
 SG0241                         *CURRENT SURVEY CONTROL
 SG0241  ______________________________________________________________________
 SG0241* NAD 83(1994) POSITION- 47 09 51.00352(N) 088 38 31.36636(W)   ADJUSTED
 SG0241* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 SG0241  ______________________________________________________________________
 SG0241  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 SG0241  LAPLACE CORR    -        -10.26  (seconds)                    DEFLEC18
 SG0241  HORZ ORDER      -  THIRD
 SG0241
 SG0241.The horizontal coordinates were established by classical geodetic methods
 SG0241.and adjusted by the National Geodetic Survey in February 1997.
 SG0241
 SG0241.The orthometric height was scaled from a topographic map.
 SG0241
 SG0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0241.GEOID18 height accuracy estimate available here.
 SG0241
 SG0241.Click photographs - Photos may exist for this station.
 SG0241
 SG0241.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0241
 SG0241. The following values were computed from the NAD 83(1994) position.
 SG0241
 SG0241;                    North         East     Units Scale Factor Converg.
 SG0241;SPC MI N     -   265,918.196 7,875,501.906   MT  1.00002074   -1 11 12.7
 SG0241;SPC MI N     -   872,435.03 25,838,260.85   iFT  1.00002074   -1 11 12.7
 SG0241;UTM  16      - 5,224,715.648   375,546.650   MT  0.99979036   -1 12 15.4
 SG0241
 SG0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0241!SPC MI N     -   0.99997656  x   1.00002074  =   0.99999730
 SG0241!UTM  16      -   0.99997656  x   0.99979036  =   0.99976692
 SG0241
 SG0241:                Primary Azimuth Mark                     Grid Az
 SG0241:SPC MI N     -  HIGH POINT                               059 00 43.3
 SG0241:UTM  16      -  HIGH POINT                               059 01 46.0
 SG0241
 SG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7554624715(NAD 83)
 SG0241
 SG0241|---------------------------------------------------------------------|
 SG0241| PID    Reference Object                     Distance      Geod. Az  |
 SG0241|                                                           dddmmss.s |
 SG0241| SG0238 HIGH POINT                          APPROX. 0.6 KM 0574930.6 |
 SG0241| SG0240 A                                   303.174 METERS 32851     |
 SG0241|---------------------------------------------------------------------|
 SG0241
 SG0241                          SUPERSEDED SURVEY CONTROL
 SG0241
 SG0241  NAD 83(1986)-  47 09 50.99950(N)    088 38 31.34070(W) AD(       ) 3
 SG0241  NAD 27      -  47 09 51.26500(N)    088 38 30.90200(W) AD(       ) 3
 SG0241
 SG0241.Superseded values are not recommended for survey control.
 SG0241
 SG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0241.See file dsdata.pdf to determine how the superseded data were derived.
 SG0241
 SG0241_MARKER: I = METAL ROD
 SG0241_SETTING: 0 = UNSPECIFIED SETTING
 SG0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0241
 SG0241  HISTORY     - Date     Condition        Report By
 SG0241  HISTORY     - 1934     MONUMENTED       USACE
 SG0241
 SG0241                          STATION DESCRIPTION
 SG0241
 SG0241'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934
 SG0241'OPPOSITE HIGH POINT ON WESTERLY SHORE OF PORTAGE LAKE, IN SEC.
 SG0241'17, T. 55 N., R. 34 W., IN THE YARD OF THE SUMMER HOME OF
 SG0241'MR. OLSEN, 80.4 FEET N. 17 DEG E. (MAG.) OF THE NORTHEAST
 SG0241'CORNER OF SUN PARLOR AND 73.6 FEET S. 84 DEG E. OF SOUTHEAST
 SG0241'CORNER OF BATH HOUSE.
 SG0241'
 SG0241'TO REACH FROM THE SOUTH END OF THE HOUGHTON COUNTY BRIDGE,
 SG0241'DRIVE WESTERLY AND NORTHERLY FOR 5.4 MILES (0.6 MILE BEYOND
 SG0241'THE CORNER WHERE ROAD TO FREDA BRANCHES OFF WESTERLY) ALONG
 SG0241'THE SOUTHERLY SHORE OF PORTAGE LAKE TO THE POINT WHERE MR. OLSENS
 SG0241'PRIVATE ROAD BRANCHES OFF TOWARD THE SHORE.  FOLLOW THIS PRIVATE
 SG0241'ROAD TO MR. OLSENS YARD AND THE STATION, WHICH IS ABOUT 4 FEET
 SG0241'BACK FROM THE SHORE.
 SG0241'
 SG0241'THE STATION WAS LOCATED FOR THE USE OF THE U.S. ENGINEERS.
 SG0241'THEY HAVE IT MARKED AT PRESENT (1935) WITH A ONE-INCH IRON
 SG0241'PIPE DRIVEN INTO THE GROUND.  THE RESIDENT ENGINEER STATES
 SG0241'THAT IN THE NEAR FUTURE THE STATION WILL BE MARKED WITH ONE OF
 SG0241'THEIR STANDARD DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0012 ***********************************************************************
 NG0012  DESIGNATION -  B 1
 NG0012  PID         -  NG0012
 NG0012  STATE/COUNTY-  MI/OTTAWA
 NG0012  COUNTRY     -  US
 NG0012  USGS QUAD   -  HOLLAND EAST (2017)
 NG0012
 NG0012                         *CURRENT SURVEY CONTROL
 NG0012  ______________________________________________________________________
 NG0012* NAD 83(1986) POSITION- 42 47 18.87   (N) 086 06 31.41   (W)   HD_HELD1
 NG0012* NAVD 88 ORTHO HEIGHT -   185.961 (meters)      610.11  (feet) ADJUSTED
 NG0012  ______________________________________________________________________
 NG0012  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 NG0012  DYNAMIC HEIGHT  -        185.916 (meters)      609.96  (feet) COMP
 NG0012  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 NG0012
 NG0012  VERT ORDER      -  FIRST     CLASS II
 NG0012
 NG0012.The horizontal coordinates were determined by differentially corrected
 NG0012.hand held GPS observations or other comparable positioning techniques
 NG0012.and have an estimated accuracy of +/- 3 meters.
 NG0012
 NG0012.The orthometric height was determined by differential leveling and
 NG0012.adjusted by the NATIONAL GEODETIC SURVEY
 NG0012.in June 1991.
 NG0012
 NG0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0012.GEOID18 height accuracy estimate available here.
 NG0012
 NG0012.Click photographs - Photos may exist for this station.
 NG0012
 NG0012.The dynamic height is computed by dividing the NAVD 88
 NG0012.geopotential number by the normal gravity value computed on the
 NG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0012.degrees latitude (g = 980.6199 gals.).
 NG0012
 NG0012.The modeled gravity was interpolated from observed gravity values.
 NG0012
 NG0012;                    North         East    Units  Estimated Accuracy
 NG0012;SPC MI S     -   144,605.8   3,857,488.1     MT  (+/- 3 meters HH1 GPS) 
 NG0012
 NG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7289537721(NAD 83)
 NG0012
 NG0012                          SUPERSEDED SURVEY CONTROL
 NG0012
 NG0012  NGVD 29 (??/??/92)  186.112  (m)          610.60   (f) ADJ UNCH    1 2
 NG0012
 NG0012.Superseded values are not recommended for survey control.
 NG0012
 NG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0012.See file dsdata.pdf to determine how the superseded data were derived.
 NG0012
 NG0012_MARKER: DD = SURVEY DISK
 NG0012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NG0012_SP_SET: BANISTER
 NG0012_STAMPING: 610.602 B 1 1928
 NG0012_MARK LOGO: USGS
 NG0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0012+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 NG0012
 NG0012  HISTORY     - Date     Condition        Report By
 NG0012  HISTORY     - 1928     MONUMENTED       USGS
 NG0012  HISTORY     - 1944     GOOD             CGS
 NG0012  HISTORY     - 1983     GOOD             USPSQD
 NG0012  HISTORY     - 1984     GOOD             NGS
 NG0012  HISTORY     - 1987     GOOD             USPSQD
 NG0012  HISTORY     - 1988     GOOD             USPSQD
 NG0012  HISTORY     - 19970308 GOOD             USPSQD
 NG0012  HISTORY     - 20040429 GOOD             INDIV
 NG0012  HISTORY     - 20160601 GOOD             MIDT
 NG0012
 NG0012                          STATION DESCRIPTION
 NG0012
 NG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NG0012'IN HOLLAND.
 NG0012'AT HOLLAND, OTTAWA COUNTY, AT THE SOUTH ENTRANCE TO THE POST
 NG0012'OFFICE, IN THE HEAD OF THE WEST BANISTER, AND 3 FEET HIGHER THAN
 NG0012'THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NG0012'610.602 B 1 1928.
 NG0012
 NG0012                          STATION RECOVERY (1983)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1984)
 NG0012
 NG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HOLLAND,
 NG0012'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF RIVER AVENUE
 NG0012'AND 10TH STREET, SET VERTICALLY IN THE SOUTH FACE OF THE WEST BANISTER
 NG0012'AT THE SOUTH ENTRANCE TO THE POST OFFICE, 0.2 KM (0.1 MI) NORTH OF THE
 NG0012'HOLLAND CITY HALL, 18.20 METERS (59.8 FT) EAST OF THE CENTER OF RIVER
 NG0012'AVENUE, AND 10.9 METERS (35.8 FT) NORTH OF THE CENTER OF 10TH STREET.
 NG0012'THE MARK IS 0.76 M ABOVE 10TH STREET.
 NG0012
 NG0012                          STATION RECOVERY (1987)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1988)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1997)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (2004)
 NG0012
 NG0012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (2016)
 NG0012
 NG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NG0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0539 ***********************************************************************
 NF0539  DESIGNATION -  B 10
 NF0539  PID         -  NF0539
 NF0539  STATE/COUNTY-  MI/KALAMAZOO
 NF0539  COUNTRY     -  US
 NF0539  USGS QUAD   -  KALAMAZOO (2017)
 NF0539
 NF0539                         *CURRENT SURVEY CONTROL
 NF0539  ______________________________________________________________________
 NF0539* NAD 83(1986) POSITION- 42 17 43.9    (N) 085 35 00.8    (W)   HD_HELD2
 NF0539* NAVD 88 ORTHO HEIGHT -   237.894 (meters)      780.49  (feet) ADJUSTED
 NF0539  ______________________________________________________________________
 NF0539  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 NF0539  DYNAMIC HEIGHT  -        237.821 (meters)      780.25  (feet) COMP
 NF0539  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 NF0539
 NF0539  VERT ORDER      -  FIRST     CLASS II
 NF0539
 NF0539.The horizontal coordinates were established by autonomous hand held GPS
 NF0539.observations and have an estimated accuracy of +/- 10 meters.
 NF0539
 NF0539.The orthometric height was determined by differential leveling and
 NF0539.adjusted by the NATIONAL GEODETIC SURVEY
 NF0539.in June 1991.
 NF0539
 NF0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0539.GEOID18 height accuracy estimate available here.
 NF0539
 NF0539.Click photographs - Photos may exist for this station.
 NF0539
 NF0539.The dynamic height is computed by dividing the NAVD 88
 NF0539.geopotential number by the normal gravity value computed on the
 NF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0539.degrees latitude (g = 980.6199 gals.).
 NF0539
 NF0539.The modeled gravity was interpolated from observed gravity values.
 NF0539
 NF0539;                    North         East    Units  Estimated Accuracy
 NF0539;SPC MI S     -    89,091.    3,899,655.      MT  (+/- 10 meters HH2 GPS)
 NF0539
 NF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1676383560(NAD 83)
 NF0539
 NF0539                          SUPERSEDED SURVEY CONTROL
 NF0539
 NF0539  NGVD 29 (01/19/93)  238.028  (m)          780.93   (f) ADJUSTED    1 2
 NF0539  NGVD 29 (??/??/92)  238.028  (m)          780.93   (f) SUPERSEDED  1 2
 NF0539
 NF0539.Superseded values are not recommended for survey control.
 NF0539
 NF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0539.See file dsdata.pdf to determine how the superseded data were derived.
 NF0539
 NF0539_MARKER: DB = BENCH MARK DISK
 NF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0539_SP_SET: RAILROAD STATION BUILDING
 NF0539_STAMPING: B 10 1916 ELEV. 780.930 FT.
 NF0539_MARK LOGO: CGS
 NF0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0539+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2011
 NF0539
 NF0539  HISTORY     - Date     Condition        Report By
 NF0539  HISTORY     - 1916     MONUMENTED       CGS
 NF0539  HISTORY     - 1957     GOOD             CGS
 NF0539  HISTORY     - 1983     GOOD             USPSQD
 NF0539  HISTORY     - 1985     GOOD             NGS
 NF0539  HISTORY     - 19930105 GOOD             NGS
 NF0539  HISTORY     - 19950706 GOOD             MIDT
 NF0539  HISTORY     - 19970304 GOOD             USPSQD
 NF0539  HISTORY     - 20010528 GOOD             NGS
 NF0539  HISTORY     - 20021017 GOOD             USPSQD
 NF0539  HISTORY     - 20091103 GOOD             GEOCAC
 NF0539  HISTORY     - 20110506 GOOD             HEI
 NF0539
 NF0539                          STATION DESCRIPTION
 NF0539
 NF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0539'AT KALAMAZOO.
 NF0539'AT KALAMAZOO, KALAMAZOO COUNTY, AT THE MICHIGAN CENTRAL RAILROAD
 NF0539'STATION, IN THE EAST WALL, 1 FOOT SOUTH OF THE NORTHEAST CORNER,
 NF0539'AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 NF0539'780.930 FT B 10 1916.
 NF0539
 NF0539                          STATION RECOVERY (1983)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0539'DISK IS IN ON OUTSIDE VERTICAL WALL. THERE IS A STEEL WITNESS POST
 NF0539'WITHOUT A SIGN.
 NF0539
 NF0539                          STATION RECOVERY (1985)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0539'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 NF0539'KALAMAZOO, AT THE INTERSECTION OF BURNICK STREET AND THE CONRAIL
 NF0539'RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE BRICK WALL OF THE
 NF0539'GREYHOUND BUS AND AMTRAC RAILROAD STATIONS, 17.9 M (58.7 FT) WEST OF
 NF0539'THE CENTERLINE THE STREET, 9.1 M (29.9 FT) SOUTH OF THE NEAR RAIL OF
 NF0539'THE CONRAIL RAILROAD, AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER
 NF0539'OF THE BUILDING.
 NF0539'THE MARK IS 0.6 M ABOVE THE GROUND.
 NF0539
 NF0539                          STATION RECOVERY (1993)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0539'IN KALAMAZOO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND BURDICK
 NF0539'STREET, SET VERTICALLY IN THE EAST FACE OF THE RAILROAD STATION, 17.5
 NF0539'M (57.4 FT) WEST OF THE CENTERLINE OF THE STREET, 9.1 M (29.9 FT)
 NF0539'SOUTH OF THE NEAR RAIL, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE GROUND,
 NF0539'AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE STATION.
 NF0539
 NF0539                          STATION RECOVERY (1995)
 NF0539
 NF0539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (CFS)
 NF0539'RECOVERED AS DESCRIBED.
 NF0539
 NF0539                          STATION RECOVERY (1997)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0539'RECOVERED IN GOOD CONDITION.
 NF0539
 NF0539                          STATION RECOVERY (2001)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0539'RECOVERED AS DESCRIBED.
 NF0539
 NF0539                          STATION RECOVERY (2002)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF0539'RECOVERED IN GOOD CONDITION.
 NF0539
 NF0539                          STATION RECOVERY (2009)
 NF0539
 NF0539'RECOVERY NOTE BY GEOCACHING 2009 (RJB)
 NF0539'RECOVERED IN GOOD CONDITION.
 NF0539
 NF0539                          STATION RECOVERY (2011)
 NF0539
 NF0539'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2011 (JLW)
 NF0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0371 ***********************************************************************
 OJ0371  DESIGNATION -  B 101
 OJ0371  PID         -  OJ0371
 OJ0371  STATE/COUNTY-  MI/TUSCOLA
 OJ0371  COUNTRY     -  US
 OJ0371  USGS QUAD   -  VASSAR (2017)
 OJ0371
 OJ0371                         *CURRENT SURVEY CONTROL
 OJ0371  ______________________________________________________________________
 OJ0371* NAD 83(1986) POSITION- 43 21 46.     (N) 083 31 19.     (W)   SCALED
 OJ0371* NAVD 88 ORTHO HEIGHT -   207.104 (meters)      679.47  (feet) ADJUSTED
 OJ0371  ______________________________________________________________________
 OJ0371  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 OJ0371  DYNAMIC HEIGHT  -        207.060 (meters)      679.33  (feet) COMP
 OJ0371  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 OJ0371
 OJ0371  VERT ORDER      -  SECOND    CLASS I
 OJ0371
 OJ0371.The horizontal coordinates were scaled from a map and have
 OJ0371.an estimated accuracy of +/- 6 seconds.
 OJ0371
 OJ0371.The orthometric height was determined by differential leveling and
 OJ0371.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0371.in October 2019.
 OJ0371
 OJ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0371.GEOID18 height accuracy estimate available here.
 OJ0371
 OJ0371.Click photographs - Photos may exist for this station.
 OJ0371
 OJ0371.The dynamic height is computed by dividing the NAVD 88
 OJ0371.geopotential number by the normal gravity value computed on the
 OJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0371.degrees latitude (g = 980.6199 gals.).
 OJ0371
 OJ0371.The modeled gravity was interpolated from observed gravity values.
 OJ0371
 OJ0371;                    North         East    Units  Estimated Accuracy
 OJ0371;SPC MI S     -   207,260.    4,068,470.      MT  (+/- 180 meters Scaled)
 OJ0371
 OJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ956041(NAD 83)
 OJ0371
 OJ0371                          SUPERSEDED SURVEY CONTROL
 OJ0371
 OJ0371  NAVD 88 (06/15/91)  207.104  (m)          679.47   (f) SUPERSEDED  2 0
 OJ0371  NGVD 29 (??/??/92)  207.257  (m)          679.98   (f) ADJ UNCH    2 0
 OJ0371
 OJ0371.Superseded values are not recommended for survey control.
 OJ0371
 OJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0371.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0371
 OJ0371_MARKER: DB = BENCH MARK DISK
 OJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0371_STAMPING: B 101 1934
 OJ0371_MARK LOGO: CGS
 OJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0371+STABILITY: SURFACE MOTION
 OJ0371
 OJ0371  HISTORY     - Date     Condition        Report By
 OJ0371  HISTORY     - 1934     MONUMENTED       CGS
 OJ0371  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0371
 OJ0371                          STATION DESCRIPTION
 OJ0371
 OJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0371'3 MI W FROM JUNIATA.
 OJ0371'3.0 MILES WEST ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0371'AT JUNIATA, TUSCOLA COUNTY, AT A DIRT-ROAD CROSSING 28 FEET WEST
 OJ0371'OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE NORTH RAIL,
 OJ0371'4 FEET SOUTHEAST OF A FENCE CORNER, AND ABOUT 5 FEET LOWER THAN
 OJ0371'THE TRACK.  A STANDARD DISK, STAMPED B 101 1934 AND SET IN THE
 OJ0371'TOP OF A CONCRETE POST.  NOTE-- IN SEPTEMBER 1958, IT WAS
 OJ0371'REPORTED BY USGS THAT THE PERE MARQUETTE RAILWAY HAD BEEN
 OJ0371'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0371
 OJ0371                          STATION RECOVERY (1999)
 OJ0371
 OJ0371'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0088 ***********************************************************************
 OJ0088  DESIGNATION -  B 102
 OJ0088  PID         -  OJ0088
 OJ0088  STATE/COUNTY-  MI/SANILAC
 OJ0088  COUNTRY     -  US
 OJ0088  USGS QUAD   -  CARSONVILLE (2017)
 OJ0088
 OJ0088                         *CURRENT SURVEY CONTROL
 OJ0088  ______________________________________________________________________
 OJ0088* NAD 83(1986) POSITION- 43 25 29.71   (N) 082 43 28.70   (W)   HD_HELD1
 OJ0088* NAVD 88 ORTHO HEIGHT -   227.805 (meters)      747.39  (feet) ADJUSTED
 OJ0088  ______________________________________________________________________
 OJ0088  GEOID HEIGHT    -        -34.500 (meters)                     GEOID18
 OJ0088  DYNAMIC HEIGHT  -        227.759 (meters)      747.24  (feet) COMP
 OJ0088  MODELED GRAVITY -    980,413.0   (mgal)                       NAVD 88
 OJ0088
 OJ0088  VERT ORDER      -  SECOND    CLASS 0
 OJ0088
 OJ0088.The horizontal coordinates were determined by differentially corrected
 OJ0088.hand held GPS observations or other comparable positioning techniques
 OJ0088.and have an estimated accuracy of +/- 3 meters.
 OJ0088
 OJ0088.The orthometric height was determined by differential leveling and
 OJ0088.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0088.in June 1991.
 OJ0088
 OJ0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0088.GEOID18 height accuracy estimate available here.
 OJ0088
 OJ0088.Click photographs - Photos may exist for this station.
 OJ0088
 OJ0088.The dynamic height is computed by dividing the NAVD 88
 OJ0088.geopotential number by the normal gravity value computed on the
 OJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0088.degrees latitude (g = 980.6199 gals.).
 OJ0088
 OJ0088.The modeled gravity was interpolated from observed gravity values.
 OJ0088
 OJ0088;                    North         East    Units  Estimated Accuracy
 OJ0088;SPC MI S     -   215,116.8   4,132,951.3     MT  (+/- 3 meters HH1 GPS) 
 OJ0088
 OJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6039809447(NAD 83)
 OJ0088
 OJ0088                          SUPERSEDED SURVEY CONTROL
 OJ0088
 OJ0088  NGVD 29 (??/??/92)  227.927  (m)          747.79   (f) ADJ UNCH    2 0
 OJ0088
 OJ0088.Superseded values are not recommended for survey control.
 OJ0088
 OJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0088.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0088
 OJ0088_MARKER: DB = BENCH MARK DISK
 OJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0088_STAMPING: B 102 1934
 OJ0088_MARK LOGO: CGS
 OJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0088+STABILITY: SURFACE MOTION
 OJ0088
 OJ0088  HISTORY     - Date     Condition        Report By
 OJ0088  HISTORY     - 1934     MONUMENTED       CGS
 OJ0088  HISTORY     - 1938     GOOD             CGS
 OJ0088  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0088  HISTORY     - 20210720 MARK NOT FOUND   MIDT
 OJ0088
 OJ0088                          STATION DESCRIPTION
 OJ0088
 OJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OJ0088'2.5 MI W FROM CARSONVILLE.
 OJ0088'2.5 MILES WEST ALONG STATE HIGHWAY 46 FROM THE CHESAPEAKE AND
 OJ0088'OHIO RAILWAY STATION AT CARSONVILLE, SANILAC COUNTY, 200 YARDS
 OJ0088'WEST OF THE BRIDGE OVER BLACK RIVER, 26 YARDS SOUTHWEST OF THE
 OJ0088'SOUTHWEST CORNER OF THE TWO-STORY FARMHOUSE OF MRS. DAVE CROREY,
 OJ0088'23.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.1 FEET SOUTH
 OJ0088'OF A WIRE FENCE, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 OJ0088'DISK, STAMPED B 102 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0088
 OJ0088                          STATION RECOVERY (1994)
 OJ0088
 OJ0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0088'MARK NOT FOUND.
 OJ0088
 OJ0088                          STATION RECOVERY (2021)
 OJ0088
 OJ0088'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0174 ***********************************************************************
 OK0174  DESIGNATION -  B 103
 OK0174  PID         -  OK0174
 OK0174  STATE/COUNTY-  MI/GRATIOT
 OK0174  COUNTRY     -  US
 OK0174  USGS QUAD   -  POMPEII (2017)
 OK0174
 OK0174                         *CURRENT SURVEY CONTROL
 OK0174  ______________________________________________________________________
 OK0174* NAD 83(1986) POSITION- 43 13 07.     (N) 084 30 33.     (W)   SCALED
 OK0174* NAVD 88 ORTHO HEIGHT -   208.838 (meters)      685.16  (feet) ADJUSTED
 OK0174  ______________________________________________________________________
 OK0174  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 OK0174  DYNAMIC HEIGHT  -        208.798 (meters)      685.03  (feet) COMP
 OK0174  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 OK0174
 OK0174  VERT ORDER      -  SECOND    CLASS 0
 OK0174
 OK0174.The horizontal coordinates were scaled from a map and have
 OK0174.an estimated accuracy of +/- 6 seconds.
 OK0174
 OK0174.The orthometric height was determined by differential leveling and
 OK0174.adjusted by the NATIONAL GEODETIC SURVEY
 OK0174.in June 1991.
 OK0174
 OK0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0174.GEOID18 height accuracy estimate available here.
 OK0174
 OK0174.Click photographs - Photos may exist for this station.
 OK0174
 OK0174.The dynamic height is computed by dividing the NAVD 88
 OK0174.geopotential number by the normal gravity value computed on the
 OK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0174.degrees latitude (g = 980.6199 gals.).
 OK0174
 OK0174.The modeled gravity was interpolated from observed gravity values.
 OK0174
 OK0174;                    North         East    Units  Estimated Accuracy
 OK0174;SPC MI S     -   190,910.    3,988,420.      MT  (+/- 180 meters Scaled)
 OK0174
 OK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN023881(NAD 83)
 OK0174
 OK0174                          SUPERSEDED SURVEY CONTROL
 OK0174
 OK0174  NGVD 29 (??/??/92)  209.002  (m)          685.70   (f) ADJ UNCH    2 0
 OK0174
 OK0174.Superseded values are not recommended for survey control.
 OK0174
 OK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0174.See file dsdata.pdf to determine how the superseded data were derived.
 OK0174
 OK0174_MARKER: DB = BENCH MARK DISK
 OK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0174_STAMPING: B 103 1934
 OK0174_MARK LOGO: CGS
 OK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0174+STABILITY: SURFACE MOTION
 OK0174
 OK0174  HISTORY     - Date     Condition        Report By
 OK0174  HISTORY     - 1934     MONUMENTED       CGS
 OK0174  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0174  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0174  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0174
 OK0174                          STATION DESCRIPTION
 OK0174
 OK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0174'2.6 MI SE FROM NORTH STAR.
 OK0174'2.6 MILES SOUTHEAST ALONG THE ANN ARBOR RAILROAD FROM THE
 OK0174'STATION AT NORTH STAR, GRATIOT COUNTY, 0.1 MILE NORTHWEST OF
 OK0174'MILEPOST 131, 30 YARDS EAST OF A ROAD CROSSING, 14 YARDS EAST
 OK0174'OF THE EAST RAIL, 9 YARDS EAST OF A POWER TRANSMISSION LINE
 OK0174'POLE, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OK0174'B 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0174
 OK0174                          STATION RECOVERY (1964)
 OK0174
 OK0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0174'MARK NOT FOUND.
 OK0174
 OK0174                          STATION RECOVERY (1992)
 OK0174
 OK0174'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0174'MARK NOT FOUND.
 OK0174
 OK0174                          STATION RECOVERY (2001)
 OK0174
 OK0174'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0013 ***********************************************************************
 NF0013  DESIGNATION -  B 104
 NF0013  PID         -  NF0013
 NF0013  STATE/COUNTY-  MI/INGHAM
 NF0013  COUNTRY     -  US
 NF0013  USGS QUAD   -  DANSVILLE (2017)
 NF0013
 NF0013                         *CURRENT SURVEY CONTROL
 NF0013  ______________________________________________________________________
 NF0013* NAD 83(1986) POSITION- 42 36 03.     (N) 084 19 21.     (W)   SCALED
 NF0013* NAVD 88 ORTHO HEIGHT -   284.405 (meters)      933.09  (feet) ADJUSTED
 NF0013  ______________________________________________________________________
 NF0013  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 NF0013  DYNAMIC HEIGHT  -        284.322 (meters)      932.81  (feet) COMP
 NF0013  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 NF0013
 NF0013  VERT ORDER      -  SECOND    CLASS 0
 NF0013
 NF0013.The horizontal coordinates were scaled from a map and have
 NF0013.an estimated accuracy of +/- 6 seconds.
 NF0013
 NF0013.The orthometric height was determined by differential leveling and
 NF0013.adjusted by the NATIONAL GEODETIC SURVEY
 NF0013.in June 1991.
 NF0013
 NF0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0013.GEOID18 height accuracy estimate available here.
 NF0013
 NF0013.Click photographs - Photos may exist for this station.
 NF0013
 NF0013.The dynamic height is computed by dividing the NAVD 88
 NF0013.geopotential number by the normal gravity value computed on the
 NF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0013.degrees latitude (g = 980.6199 gals.).
 NF0013
 NF0013.The modeled gravity was interpolated from observed gravity values.
 NF0013
 NF0013;                    North         East    Units  Estimated Accuracy
 NF0013;SPC MI S     -   122,280.    4,003,620.      MT  (+/- 180 meters Scaled)
 NF0013
 NF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN196199(NAD 83)
 NF0013
 NF0013                          SUPERSEDED SURVEY CONTROL
 NF0013
 NF0013  NGVD 29 (??/??/92)  284.532  (m)          933.50   (f) ADJ UNCH    2 0
 NF0013
 NF0013.Superseded values are not recommended for survey control.
 NF0013
 NF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0013.See file dsdata.pdf to determine how the superseded data were derived.
 NF0013
 NF0013_MARKER: DB = BENCH MARK DISK
 NF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0013_STAMPING: B 104 1934
 NF0013_MARK LOGO: CGS
 NF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0013+STABILITY: SURFACE MOTION
 NF0013
 NF0013  HISTORY     - Date     Condition        Report By
 NF0013  HISTORY     - 1934     MONUMENTED       CGS
 NF0013  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0013  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0013  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0013
 NF0013                          STATION DESCRIPTION
 NF0013
 NF0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0013'9.1 MI E FROM MASON.
 NF0013'9.1 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0013'AT MASON, INGHAM COUNTY, 1.8 MILES EAST OF THE INTERSECTION WITH
 NF0013'COUNTY HIGHWAY 503, 350 YARDS WEST OF A ROAD ENDING NORTH,
 NF0013'20 YARDS SOUTHWEST OF A 20-INCH HICKORY TREE, AND 21.3 FEET
 NF0013'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NF0013'B 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0013
 NF0013                          STATION RECOVERY (1977)
 NF0013
 NF0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0013'MARK NOT FOUND.
 NF0013
 NF0013                          STATION RECOVERY (2003)
 NF0013
 NF0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0013'MARK NOT FOUND.
 NF0013
 NF0013                          STATION RECOVERY (2005)
 NF0013
 NF0013'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0013'I WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE
 NF0013'COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0800 ***********************************************************************
 NE0800  DESIGNATION -  B 105
 NE0800  PID         -  NE0800
 NE0800  STATE/COUNTY-  MI/LIVINGSTON
 NE0800  COUNTRY     -  US
 NE0800  USGS QUAD   -  OAK GROVE (2017)
 NE0800
 NE0800                         *CURRENT SURVEY CONTROL
 NE0800  ______________________________________________________________________
 NE0800* NAD 83(1986) POSITION- 42 40 31.     (N) 083 56 28.     (W)   SCALED
 NE0800* NAVD 88 ORTHO HEIGHT -   280.078 (meters)      918.89  (feet) ADJUSTED
 NE0800  ______________________________________________________________________
 NE0800  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 NE0800  DYNAMIC HEIGHT  -        280.008 (meters)      918.66  (feet) COMP
 NE0800  MODELED GRAVITY -    980,361.3   (mgal)                       NAVD 88
 NE0800
 NE0800  VERT ORDER      -  SECOND    CLASS 0
 NE0800
 NE0800.The horizontal coordinates were scaled from a map and have
 NE0800.an estimated accuracy of +/- 6 seconds.
 NE0800
 NE0800.The orthometric height was determined by differential leveling and
 NE0800.adjusted by the NATIONAL GEODETIC SURVEY
 NE0800.in June 1991.
 NE0800
 NE0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0800.GEOID18 height accuracy estimate available here.
 NE0800
 NE0800.Click photographs - Photos may exist for this station.
 NE0800
 NE0800.The dynamic height is computed by dividing the NAVD 88
 NE0800.geopotential number by the normal gravity value computed on the
 NE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0800.degrees latitude (g = 980.6199 gals.).
 NE0800
 NE0800.The modeled gravity was interpolated from observed gravity values.
 NE0800
 NE0800;                    North         East    Units  Estimated Accuracy
 NE0800;SPC MI S     -   130,640.    4,034,880.      MT  (+/- 180 meters Scaled)
 NE0800
 NE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH590289(NAD 83)
 NE0800
 NE0800                          SUPERSEDED SURVEY CONTROL
 NE0800
 NE0800  NGVD 29 (??/??/92)  280.211  (m)          919.33   (f) ADJ UNCH    2 0
 NE0800
 NE0800.Superseded values are not recommended for survey control.
 NE0800
 NE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0800.See file dsdata.pdf to determine how the superseded data were derived.
 NE0800
 NE0800_MARKER: DB = BENCH MARK DISK
 NE0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0800_STAMPING: B 105 1934
 NE0800_MARK LOGO: CGS
 NE0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0800+STABILITY: SURFACE MOTION
 NE0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0800+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 NE0800
 NE0800  HISTORY     - Date     Condition        Report By
 NE0800  HISTORY     - 1934     MONUMENTED       CGS
 NE0800  HISTORY     - 19950429 GOOD             USPSQD
 NE0800  HISTORY     - 20050427 GOOD             TETR
 NE0800  HISTORY     - 20061228 GOOD             INDIV
 NE0800
 NE0800                          STATION DESCRIPTION
 NE0800
 NE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0800'1.6 MI S FROM OAK GROVE.
 NE0800'1.6 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0800'AT OAK GROVE, LIVINGSTON COUNTY, 0.3 MILE SOUTH OF MILEPOST
 NE0800'79, 32 YARDS NORTH OF A ROAD CROSSING, 16.3 FEET EAST OF THE
 NE0800'EAST RAIL, 20 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0800'RIGHT-OF-WAY FENCE AND A FENCE LEADING EAST, AND LEVEL WITH THE
 NE0800'TRACK.  A STANDARD DISK, STAMPED B 105 1934 AND SET IN THE TOP
 NE0800'OF A CONCRETE POST.
 NE0800
 NE0800                          STATION RECOVERY (1995)
 NE0800
 NE0800'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0800'RECOVERED IN GOOD CONDITION.
 NE0800
 NE0800                          STATION RECOVERY (2005)
 NE0800
 NE0800'RECOVERY NOTE BY TETRA TECH MPS 2005 (ANB)
 NE0800'RECOVERED IN GOOD CONDITION.
 NE0800
 NE0800                          STATION RECOVERY (2006)
 NE0800
 NE0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0800'THE MILE POST MARKER AS DESCRIBED NO LONGER EXISTS.  THE DIMENSIONS
 NE0800'FROM THE ROAD, CROSSING THE RIGHT OF WAY FENCE AND THE EAST RAIL, ARE
 NE0800'NO LONGER VALID.  THE FOLLOWING ARE TWO NEW WITNESS TIES. 20'
 NE0800'NORTHWEST OF A RAILROAD TIE POST AND 220' SOUTH ALONG THE CENTERLINE
 NE0800'OF THE RAILROAD TRACKS AT RIGHT ANGLES FROM THE SOUTHEAST CORNER OF
 NE0800'HOUSE NUMBER 5200 PRESTON KNOLLS LANE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0725 ***********************************************************************
 NE0725  DESIGNATION -  B 106
 NE0725  PID         -  NE0725
 NE0725  STATE/COUNTY-  MI/WASHTENAW
 NE0725  COUNTRY     -  US
 NE0725  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE0725
 NE0725                         *CURRENT SURVEY CONTROL
 NE0725  ______________________________________________________________________
 NE0725* NAD 83(1986) POSITION- 42 16 42.     (N) 083 45 04.     (W)   SCALED
 NE0725* NAVD 88 ORTHO HEIGHT -   246.317 (meters)      808.13  (feet) ADJUSTED
 NE0725  ______________________________________________________________________
 NE0725  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 NE0725  DYNAMIC HEIGHT  -        246.239 (meters)      807.87  (feet) COMP
 NE0725  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 NE0725
 NE0725  VERT ORDER      -  SECOND    CLASS 0
 NE0725
 NE0725.The horizontal coordinates were scaled from a map and have
 NE0725.an estimated accuracy of +/- 6 seconds.
 NE0725
 NE0725.The orthometric height was determined by differential leveling and
 NE0725.adjusted by the NATIONAL GEODETIC SURVEY
 NE0725.in June 1991.
 NE0725
 NE0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0725.GEOID18 height accuracy estimate available here.
 NE0725
 NE0725.Click photographs - Photos may exist for this station.
 NE0725
 NE0725.The dynamic height is computed by dividing the NAVD 88
 NE0725.geopotential number by the normal gravity value computed on the
 NE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0725.degrees latitude (g = 980.6199 gals.).
 NE0725
 NE0725.The modeled gravity was interpolated from observed gravity values.
 NE0725
 NE0725;                    North         East    Units  Estimated Accuracy
 NE0725;SPC MI S     -    86,640.    4,050,770.      MT  (+/- 180 meters Scaled)
 NE0725
 NE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG731843(NAD 83)
 NE0725
 NE0725                          SUPERSEDED SURVEY CONTROL
 NE0725
 NE0725  NGVD 29 (??/??/92)  246.437  (m)          808.52   (f) ADJ UNCH    2 0
 NE0725
 NE0725.Superseded values are not recommended for survey control.
 NE0725
 NE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0725.See file dsdata.pdf to determine how the superseded data were derived.
 NE0725
 NE0725_MARKER: DB = BENCH MARK DISK
 NE0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0725_STAMPING: 808.519 B 106 1934
 NE0725_MARK LOGO: CGS
 NE0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0725+STABILITY: SURFACE MOTION
 NE0725
 NE0725  HISTORY     - Date     Condition        Report By
 NE0725  HISTORY     - 1934     MONUMENTED       CGS
 NE0725  HISTORY     - 1945     GOOD             CGS
 NE0725  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0725  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0725  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 NE0725
 NE0725                          STATION DESCRIPTION
 NE0725
 NE0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NE0725'AT ANN ARBOR.
 NE0725'AT ANN ARBOR, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 130
 NE0725'YARDS NORTH OF THE NORTH END OF THE STATION, 43 YARDS NORTH
 NE0725'OF THE NORTH END OF THE FREIGHT HOUSE, 32 YARDS NORTH OF THE
 NE0725'CROSSING OF THE CENTERLINE OF NORTH WILLIAM STREET AND THE
 NE0725'WEST RAIL, AND 17.7 FEET WEST OF THE WEST RAIL OF THE MAIN
 NE0725'TRACK.  A STANDARD DISK, STAMPED 808.519 B 106 1934 AND SET
 NE0725'IN THE TOP OF A CONCRETE POST.
 NE0725
 NE0725                          STATION RECOVERY (1987)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0725'MARK NOT FOUND.
 NE0725
 NE0725                          STATION RECOVERY (1989)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0725'MARK NOT FOUND.
 NE0725
 NE0725                          STATION RECOVERY (2003)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 NE0725'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0396 ***********************************************************************
 NE0396  DESIGNATION -  B 107
 NE0396  PID         -  NE0396
 NE0396  STATE/COUNTY-  MI/OAKLAND
 NE0396  COUNTRY     -  US
 NE0396  USGS QUAD   -  ROCHESTER (2017)
 NE0396
 NE0396                         *CURRENT SURVEY CONTROL
 NE0396  ______________________________________________________________________
 NE0396* NAD 83(1986) POSITION- 42 40 36.     (N) 083 07 57.     (W)   SCALED
 NE0396* NAVD 88 ORTHO HEIGHT -   222.023 (meters)      728.42  (feet) ADJUSTED
 NE0396  ______________________________________________________________________
 NE0396  GEOID HEIGHT    -        -34.632 (meters)                     GEOID18
 NE0396  DYNAMIC HEIGHT  -        221.956 (meters)      728.20  (feet) COMP
 NE0396  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 NE0396
 NE0396  VERT ORDER      -  SECOND    CLASS 0
 NE0396
 NE0396.The horizontal coordinates were scaled from a map and have
 NE0396.an estimated accuracy of +/- 6 seconds.
 NE0396
 NE0396.The orthometric height was determined by differential leveling and
 NE0396.adjusted by the NATIONAL GEODETIC SURVEY
 NE0396.in June 1991.
 NE0396
 NE0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0396.GEOID18 height accuracy estimate available here.
 NE0396
 NE0396.Click photographs - Photos may exist for this station.
 NE0396
 NE0396.The dynamic height is computed by dividing the NAVD 88
 NE0396.geopotential number by the normal gravity value computed on the
 NE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0396.degrees latitude (g = 980.6199 gals.).
 NE0396
 NE0396.The modeled gravity was interpolated from observed gravity values.
 NE0396
 NE0396;                    North         East    Units  Estimated Accuracy
 NE0396;SPC MI S     -   131,440.    4,101,150.      MT  (+/- 180 meters Scaled)
 NE0396
 NE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH252271(NAD 83)
 NE0396
 NE0396                          SUPERSEDED SURVEY CONTROL
 NE0396
 NE0396  NGVD 29 (??/??/92)  222.158  (m)          728.86   (f) ADJ UNCH    2 0
 NE0396
 NE0396.Superseded values are not recommended for survey control.
 NE0396
 NE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0396.See file dsdata.pdf to determine how the superseded data were derived.
 NE0396
 NE0396_MARKER: DB = BENCH MARK DISK
 NE0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0396_SP_SET: BRIDGE
 NE0396_STAMPING: B 107 1934
 NE0396_MARK LOGO: CGS
 NE0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0396
 NE0396  HISTORY     - Date     Condition        Report By
 NE0396  HISTORY     - 1934     MONUMENTED       CGS
 NE0396  HISTORY     - 1940     GOOD             CGS
 NE0396  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0396  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE0396  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0396  HISTORY     - 20030425 POOR             GEOCAC
 NE0396  HISTORY     - 20160302 MARK NOT FOUND   AEW
 NE0396
 NE0396                          STATION DESCRIPTION
 NE0396
 NE0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0396'AT ROCHESTER.
 NE0396'AT ROCHESTER, OAKLAND COUNTY, 147 YARDS EAST OF THE SOUTHEAST
 NE0396'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, IN THE TOP
 NE0396'OF AN OLD CONCRETE BRIDGE SEAT, 1 FOOT EAST OF THE WEST END,
 NE0396'7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 INCHES HIGHER THAN
 NE0396'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 107 1934.
 NE0396
 NE0396                          STATION RECOVERY (1999)
 NE0396
 NE0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0396'MARK NOT FOUND.
 NE0396
 NE0396                          STATION RECOVERY (2001)
 NE0396
 NE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0396
 NE0396                          STATION RECOVERY (2001)
 NE0396
 NE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0396
 NE0396                          STATION RECOVERY (2003)
 NE0396
 NE0396'RECOVERY NOTE BY GEOCACHING 2003 (JPO)
 NE0396'THE ORIGINAL BRIDGE IS NOW BURIED EXCEPT THE SEATS. THERE IS A NEW
 NE0396'BRIDGE 50 FEET ABOVE THE OLD BRIDGE CONTANING THE BENCHMARK.
 NE0396
 NE0396                          STATION RECOVERY (2016)
 NE0396
 NE0396'RECOVERY NOTE BY ANDERSON ECKSTEIN AND WESTRICK 2016 (CPA)
 NE0396'MARK LIKELY DESTROYED BY CONSTRUCTION ACTIVITIES
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0658 ***********************************************************************
 NE0658  DESIGNATION -  B 108
 NE0658  PID         -  NE0658
 NE0658  STATE/COUNTY-  MI/WASHTENAW
 NE0658  COUNTRY     -  US
 NE0658  USGS QUAD   -  YPSILANTI WEST (2017)
 NE0658
 NE0658                         *CURRENT SURVEY CONTROL
 NE0658  ______________________________________________________________________
 NE0658* NAD 83(1986) POSITION- 42 12 42.     (N) 083 43 35.     (W)   SCALED
 NE0658* NAVD 88 ORTHO HEIGHT -   253.678 (meters)      832.28  (feet) ADJUSTED
 NE0658  ______________________________________________________________________
 NE0658  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 NE0658  DYNAMIC HEIGHT  -        253.596 (meters)      832.01  (feet) COMP
 NE0658  MODELED GRAVITY -    980,291.5   (mgal)                       NAVD 88
 NE0658
 NE0658  VERT ORDER      -  SECOND    CLASS 0
 NE0658
 NE0658.The horizontal coordinates were scaled from a map and have
 NE0658.an estimated accuracy of +/- 6 seconds.
 NE0658
 NE0658.The orthometric height was determined by differential leveling and
 NE0658.adjusted by the NATIONAL GEODETIC SURVEY
 NE0658.in June 1991.
 NE0658
 NE0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0658.GEOID18 height accuracy estimate available here.
 NE0658
 NE0658.Click photographs - Photos may exist for this station.
 NE0658
 NE0658.The dynamic height is computed by dividing the NAVD 88
 NE0658.geopotential number by the normal gravity value computed on the
 NE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0658.degrees latitude (g = 980.6199 gals.).
 NE0658
 NE0658.The modeled gravity was interpolated from observed gravity values.
 NE0658
 NE0658;                    North         East    Units  Estimated Accuracy
 NE0658;SPC MI S     -    79,250.    4,052,870.      MT  (+/- 180 meters Scaled)
 NE0658
 NE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG749768(NAD 83)
 NE0658
 NE0658                          SUPERSEDED SURVEY CONTROL
 NE0658
 NE0658  NGVD 29 (??/??/92)  253.796  (m)          832.66   (f) ADJ UNCH    2 0
 NE0658
 NE0658.Superseded values are not recommended for survey control.
 NE0658
 NE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0658.See file dsdata.pdf to determine how the superseded data were derived.
 NE0658
 NE0658_MARKER: DB = BENCH MARK DISK
 NE0658_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0658+WITH SETTING: PAVEMENT
 NE0658_SP_SET: SIGNAL TOWER BASE
 NE0658_STAMPING: B 108 1934
 NE0658_MARK LOGO: CGS
 NE0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0658+STABILITY: SURFACE MOTION
 NE0658
 NE0658  HISTORY     - Date     Condition        Report By
 NE0658  HISTORY     - 1934     MONUMENTED       CGS
 NE0658  HISTORY     - 1941     GOOD             CGS
 NE0658  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0658
 NE0658                          STATION DESCRIPTION
 NE0658
 NE0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0658'0.1 MI N FROM PITTSFIELD.
 NE0658'0.1 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0658'AT PITTSFIELD, WASHTENAW COUNTY, 96 YARDS NORTH OF THE
 NE0658'INTERSECTION OF THE WEST RAIL OF THE ANN ARBOR RAILROAD AND
 NE0658'THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD, 16 YARDS
 NE0658'SOUTH OF SIGNAL TOWER 40/6, AT AN ABANDONED SIGNAL TOWER, IN
 NE0658'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 6 FEET
 NE0658'WEST OF THE WEST RAIL, AND 6 INCHES LOWER THAN THE TOP OF THE
 NE0658'RAIL.  A STANDARD DISK, STAMPED B 108 1934.  NOTE-- THE MARK
 NE0658'IS OPPOSITE A DERAIL SWITCH.
 NE0658
 NE0658                          STATION RECOVERY (1966)
 NE0658
 NE0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0031 ***********************************************************************
 MD0031  DESIGNATION -  B 109
 MD0031  PID         -  MD0031
 MD0031  STATE/COUNTY-  MI/LENAWEE
 MD0031  COUNTRY     -  US
 MD0031  USGS QUAD   -  ADRIAN (2017)
 MD0031
 MD0031                         *CURRENT SURVEY CONTROL
 MD0031  ______________________________________________________________________
 MD0031* NAD 83(1986) POSITION- 41 53 30.     (N) 084 00 58.     (W)   SCALED
 MD0031* NAVD 88 ORTHO HEIGHT -   243.502 (meters)      798.89  (feet) ADJUSTED
 MD0031  ______________________________________________________________________
 MD0031  GEOID HEIGHT    -        -34.923 (meters)                     GEOID18
 MD0031  DYNAMIC HEIGHT  -        243.408 (meters)      798.58  (feet) COMP
 MD0031  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 MD0031
 MD0031  VERT ORDER      -  SECOND    CLASS 0
 MD0031
 MD0031.The horizontal coordinates were scaled from a map and have
 MD0031.an estimated accuracy of +/- 6 seconds.
 MD0031
 MD0031.The orthometric height was determined by differential leveling and
 MD0031.adjusted by the NATIONAL GEODETIC SURVEY
 MD0031.in June 1991.
 MD0031
 MD0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0031.GEOID18 height accuracy estimate available here.
 MD0031
 MD0031.Click photographs - Photos may exist for this station.
 MD0031
 MD0031.The dynamic height is computed by dividing the NAVD 88
 MD0031.geopotential number by the normal gravity value computed on the
 MD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0031.degrees latitude (g = 980.6199 gals.).
 MD0031
 MD0031.The modeled gravity was interpolated from observed gravity values.
 MD0031
 MD0031;                    North         East    Units  Estimated Accuracy
 MD0031;SPC MI S     -    43,570.    4,029,100.      MT  (+/- 180 meters Scaled)
 MD0031
 MD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM475420(NAD 83)
 MD0031
 MD0031                          SUPERSEDED SURVEY CONTROL
 MD0031
 MD0031  NGVD 29 (??/??/92)  243.639  (m)          799.34   (f) ADJ UNCH    2 0
 MD0031
 MD0031.Superseded values are not recommended for survey control.
 MD0031
 MD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0031.See file dsdata.pdf to determine how the superseded data were derived.
 MD0031
 MD0031_MARKER: DB = BENCH MARK DISK
 MD0031_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD0031+WITH SETTING: PAVEMENT
 MD0031_SP_SET: SIGNAL BLOCK
 MD0031_STAMPING: B 109 1934
 MD0031_MARK LOGO: CGS
 MD0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0031+STABILITY: SURFACE MOTION
 MD0031
 MD0031  HISTORY     - Date     Condition        Report By
 MD0031  HISTORY     - 1934     MONUMENTED       CGS
 MD0031  HISTORY     - 1941     GOOD             CGS
 MD0031
 MD0031                          STATION DESCRIPTION
 MD0031
 MD0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MD0031'AT ADRIAN.
 MD0031'AT ADRIAN, LENAWEE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0031'AT THE CROSSING OF THE WABASH RAILWAY, ABOUT 47 YARDS WEST OF THE
 MD0031'SOUTHWEST CORNER OF A SIGNAL AND SWITCHING TOWER, 19.1 FEET SOUTH
 MD0031'OF THE SOUTH RAIL OF THE NEW YORK CENTRAL RAILROAD MAIN TRACK,
 MD0031'IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE SIGNAL HINGE
 MD0031'BLOCK, AND ABOUT 3 INCHES LOWER THAN THE TOP OF A RAIL.  A
 MD0031'STANDARD DISK, STAMPED B 109 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0477 ***********************************************************************
 PL0477  DESIGNATION -  B 11
 PL0477  PID         -  PL0477
 PL0477  STATE/COUNTY-  MI/CRAWFORD
 PL0477  COUNTRY     -  US
 PL0477  USGS QUAD   -  BIG BRADFORD LAKE (2017)
 PL0477
 PL0477                         *CURRENT SURVEY CONTROL
 PL0477  ______________________________________________________________________
 PL0477* NAD 83(1994) POSITION- 44 47 06.81751(N) 084 38 44.08793(W)   ADJUSTED
 PL0477* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 PL0477  ______________________________________________________________________
 PL0477  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 PL0477  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 PL0477  HORZ ORDER      -  SECOND
 PL0477
 PL0477.The horizontal coordinates were established by classical geodetic methods
 PL0477.and adjusted by the National Geodetic Survey in February 1997.
 PL0477
 PL0477.The orthometric height was scaled from a topographic map.
 PL0477
 PL0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0477.GEOID18 height accuracy estimate available here.
 PL0477
 PL0477.Click photographs - Photos may exist for this station.
 PL0477
 PL0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0477
 PL0477. The following values were computed from the NAD 83(1994) position.
 PL0477
 PL0477;                    North         East     Units Scale Factor Converg.
 PL0477;SPC MI C     -   163,224.219 5,977,928.452   MT  0.99991650   -0 11 49.3
 PL0477;SPC MI C     -   535,512.53 19,612,626.15   iFT  0.99991650   -0 11 49.3
 PL0477;UTM  16      - 4,961,788.909   686,256.718   MT  1.00002661   +1 39 32.6
 PL0477
 PL0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0477!SPC MI C     -   0.99994337  x   0.99991650  =   0.99985988
 PL0477!UTM  16      -   0.99994337  x   1.00002661  =   0.99996998
 PL0477
 PL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8625661788(NAD 83)
 PL0477
 PL0477                          SUPERSEDED SURVEY CONTROL
 PL0477
 PL0477  NAD 83(1986)-  44 47 06.80975(N)    084 38 44.08447(W) AD(       ) 2
 PL0477  NAD 27      -  44 47 06.75473(N)    084 38 43.99406(W) AD(       ) 2
 PL0477
 PL0477.Superseded values are not recommended for survey control.
 PL0477
 PL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0477.See file dsdata.pdf to determine how the superseded data were derived.
 PL0477
 PL0477_MARKER: DD = SURVEY DISK
 PL0477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PL0477_STAMPING: B-11 AMS 1949
 PL0477_MARK LOGO: USACE
 PL0477_PROJECTION: FLUSH
 PL0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0477+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1984
 PL0477
 PL0477  HISTORY     - Date     Condition        Report By
 PL0477  HISTORY     - 1949     MONUMENTED       AMS
 PL0477  HISTORY     - 1949     GOOD             AMS
 PL0477  HISTORY     - 19840724 GOOD             NGS
 PL0477
 PL0477                          STATION DESCRIPTION
 PL0477
 PL0477'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (LWS)
 PL0477'STATION IS LOCATED 10 MILES NORTHEAST OF GRAYLING.  IT IS 148 FEET
 PL0477'SOUTH OF THE
 PL0477'CENTER OF A PAVED ROAD, 17 FEET SOUTHEAST OF A POWER POLE NO. 277, 17
 PL0477'FEET SOUTH OF A FENCE CORNER AND 2
 PL0477'FEET EAST OF A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE
 PL0477'POST FLUSH WITH THE GROUND WITH A STANDARD U.S.
 PL0477'ARMY CORPS OF ENGINEERS BENCH MARK DISK
 PL0477'STAMPED B-11 AMS 1949.
 PL0477'
 PL0477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 PL0477'STATE HIGHWAY 92 2 MILES NORTH
 PL0477'OF GRAYLING GO NORTHEAST ON HIGHWAY 92 FOR 8.0 MILES TO THE STATION
 PL0477'AS DESCRIBED.
 PL0477'
 PL0477'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HARD AND
 PL0477'THE DISTANCE WAS FOUND TO BE
 PL0477'27.413 METERS.  (89.94 FEET).
 PL0477
 PL0477                          STATION RECOVERY (1949)
 PL0477
 PL0477'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 PL0477'RECOVERED IN GOOD CONDITION.
 PL0477
 PL0477                          STATION RECOVERY (1984)
 PL0477
 PL0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0477'STATION IS LOCATED IN QUAD. 440844, ABOUT 16.1 KM (10.0 MI) NORTHEAST
 PL0477'FROM GRAYLING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0477'HARDWICK PINES ROAD AND COUNTY ROUTE 612 AND ON HIGHWAY RIGHT-OF-WAY.
 PL0477'TO REACH FROM THE JUNCTION OF BUSINESS LOOP 75 AND STATE HIGHWAY 93,
 PL0477'ABOUT 3.2 KM (2.0 MI) NORTH OF GRAYLING, GO NORTH ON HIGHWAY 93 FOR
 PL0477'8.05 KM (5.00 MI) TO THE END OF STATE HIGHWAY 93 AT THE HARDWICK
 PL0477'PINES STATE PARK.  STATE ROUTE 93 NOW BECOMES HARDWICK PINES ROAD.
 PL0477'CONTINUE NORTH ON HARDWICK PINES ROAD FOR 7.77 KM (4.83 MI) TO THE
 PL0477'STATION LEFT JUST BEFORE REACHING THE JUNCTION OF COUNTY ROUTE 612
 PL0477'AND THE END OF HARDWICK PINES ROAD.
 PL0477'BENCH MARK B 11 IS SET FLUSH WITH THE GROUND.  IT IS ABOUT LEVEL WITH
 PL0477'AND 27.413 M (89.937 FT) NORTHWEST FROM STATION HARD 1949, 14.63 M
 PL0477'(48.00 FT) SOUTH FROM THE CENTER OF COUNTY ROUTE 612, 11.89 M
 PL0477'(39.01 FT) NORTHWEST FROM A 24 INCH MAPLE TREE, 0.61 M (2.00 FT) EAST
 PL0477'FROM A NORTH-SOUTH FENCE LINE AND 0.46 M (1.51 FT) NORTH FROM A FWP.
 PL0477'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0136 ***********************************************************************
 OK0136  DESIGNATION -  B 110
 OK0136  PID         -  OK0136
 OK0136  STATE/COUNTY-  MI/CLINTON
 OK0136  COUNTRY     -  US
 OK0136  USGS QUAD   -  SAINT JOHNS NORTH (2017)
 OK0136
 OK0136                         *CURRENT SURVEY CONTROL
 OK0136  ______________________________________________________________________
 OK0136* NAD 83(1986) POSITION- 43 00 15.     (N) 084 36 05.     (W)   SCALED
 OK0136* NAVD 88 ORTHO HEIGHT -   227.402 (meters)      746.07  (feet) ADJUSTED
 OK0136  ______________________________________________________________________
 OK0136  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 OK0136  DYNAMIC HEIGHT  -        227.350 (meters)      745.90  (feet) COMP
 OK0136  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 OK0136
 OK0136  VERT ORDER      -  SECOND    CLASS 0
 OK0136
 OK0136.The horizontal coordinates were scaled from a map and have
 OK0136.an estimated accuracy of +/- 6 seconds.
 OK0136
 OK0136.The orthometric height was determined by differential leveling and
 OK0136.adjusted by the NATIONAL GEODETIC SURVEY
 OK0136.in June 1991.
 OK0136
 OK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0136.GEOID18 height accuracy estimate available here.
 OK0136
 OK0136.Click photographs - Photos may exist for this station.
 OK0136
 OK0136.The dynamic height is computed by dividing the NAVD 88
 OK0136.geopotential number by the normal gravity value computed on the
 OK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0136.degrees latitude (g = 980.6199 gals.).
 OK0136
 OK0136.The modeled gravity was interpolated from observed gravity values.
 OK0136
 OK0136;                    North         East    Units  Estimated Accuracy
 OK0136;SPC MI S     -   167,110.    3,980,860.      MT  (+/- 180 meters Scaled)
 OK0136
 OK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN954640(NAD 83)
 OK0136
 OK0136                          SUPERSEDED SURVEY CONTROL
 OK0136
 OK0136  NGVD 29 (??/??/92)  227.543  (m)          746.53   (f) ADJ UNCH    2 0
 OK0136
 OK0136.Superseded values are not recommended for survey control.
 OK0136
 OK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0136.See file dsdata.pdf to determine how the superseded data were derived.
 OK0136
 OK0136_MARKER: DB = BENCH MARK DISK
 OK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0136_STAMPING: B 110 1934
 OK0136_MARK LOGO: CGS
 OK0136_PROJECTION: FLUSH
 OK0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0136+STABILITY: SURFACE MOTION
 OK0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0136+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 OK0136
 OK0136  HISTORY     - Date     Condition        Report By
 OK0136  HISTORY     - 1934     MONUMENTED       CGS
 OK0136  HISTORY     - 19940624 GOOD             LOCENG
 OK0136  HISTORY     - 20011211 GOOD             ROWEIN
 OK0136  HISTORY     - 20040301 GOOD             ROWEIN
 OK0136  HISTORY     - 20070523 GOOD             MIDT
 OK0136
 OK0136                          STATION DESCRIPTION
 OK0136
 OK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0136'2.3 MI W FROM ST JOHNS.
 OK0136'2.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0136'STATION AT SAINT JOHNS, CLINTON COUNTY, AT A ROAD CROSSING, 34
 OK0136'FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE
 OK0136'SOUTH RAIL, 3.8 FEET NORTHEAST OF A CORNER FENCE POST AT THE
 OK0136'SOUTHWEST CORNER OF THE CROSSING, AND 4 FEET LOWER THAN THE
 OK0136'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 110 1934 AND SET IN
 OK0136'THE TOP OF A CONCRETE POST.
 OK0136
 OK0136                          STATION RECOVERY (1994)
 OK0136
 OK0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0136'FOUND CGS DISK STAMPED B 110 1934 IN TOP OF CONCRETE POST, (6-INCHES
 OK0136'EXPOSED) LEANING SOUTHWESTERLY.  BENCH MARK IS 34.0 FT (10.4 M) WEST
 OK0136'OF CENTER OF AIRPORT ROAD AND 45.0 FT (13.7 M) SOUTH OF SOUTH RAIL OF
 OK0136'RAILROAD TRACK.  SET CARSONITE WITNESS MARKER NEXT TO MONUMENT.
 OK0136
 OK0136                          STATION RECOVERY (2001)
 OK0136
 OK0136'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0136'FOUND BRASS DISK IN CONCRETE STAMPED B110 WITH CARSONITE MARKER AT THE
 OK0136'SOUTHWEST QUAD OF AIRPORT ROAD AND RAILROAD BED.
 OK0136
 OK0136                          STATION RECOVERY (2004)
 OK0136
 OK0136'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 OK0136'RECOVERED IN GOOD CONDITION.
 OK0136
 OK0136                          STATION RECOVERY (2007)
 OK0136
 OK0136'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0136'45 FT (13.7 M) SOUTH FROM THE CENTERLINE OF AN OLD RAILROAD BED, 34 FT
 OK0136'(10.4 M) WEST FROM THE CENTERLINE OF AIRPORT ROAD, 8 FT (2.4 M) NORTH
 OK0136'OF AN ACCESS TRAIL LEADING TO THE NEIGHBORING FARM, SET NEXT TO A
 OK0136'CARSONITE POST.  MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND
 OK0136'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0595 ***********************************************************************
 MD0595  DESIGNATION -  B 112
 MD0595  PID         -  MD0595
 MD0595  STATE/COUNTY-  MI/HILLSDALE
 MD0595  COUNTRY     -  US
 MD0595  USGS QUAD   -  HILLSDALE (2017)
 MD0595
 MD0595                         *CURRENT SURVEY CONTROL
 MD0595  ______________________________________________________________________
 MD0595* NAD 83(1986) POSITION- 41 59 07.43   (N) 084 40 59.64   (W)   HD_HELD1
 MD0595* NAVD 88 ORTHO HEIGHT -   339.506 (meters)     1113.86  (feet) ADJUSTED
 MD0595  ______________________________________________________________________
 MD0595  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 MD0595  DYNAMIC HEIGHT  -        339.380 (meters)     1113.45  (feet) COMP
 MD0595  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 MD0595
 MD0595  VERT ORDER      -  SECOND    CLASS 0
 MD0595
 MD0595.The horizontal coordinates were determined by differentially corrected
 MD0595.hand held GPS observations or other comparable positioning techniques
 MD0595.and have an estimated accuracy of +/- 3 meters.
 MD0595
 MD0595.The orthometric height was determined by differential leveling and
 MD0595.adjusted by the NATIONAL GEODETIC SURVEY
 MD0595.in June 1991.
 MD0595
 MD0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0595.GEOID18 height accuracy estimate available here.
 MD0595
 MD0595.Click photographs - Photos may exist for this station.
 MD0595
 MD0595.The dynamic height is computed by dividing the NAVD 88
 MD0595.geopotential number by the normal gravity value computed on the
 MD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0595.degrees latitude (g = 980.6199 gals.).
 MD0595
 MD0595.The modeled gravity was interpolated from observed gravity values.
 MD0595
 MD0595;                    North         East    Units  Estimated Accuracy
 MD0595;SPC MI S     -    53,967.3   3,973,765.5     MT  (+/- 3 meters HH1 GPS) 
 MD0595
 MD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9191850751(NAD 83)
 MD0595
 MD0595                          SUPERSEDED SURVEY CONTROL
 MD0595
 MD0595  NGVD 29 (??/??/92)  339.617  (m)         1114.23   (f) ADJ UNCH    2 0
 MD0595
 MD0595.Superseded values are not recommended for survey control.
 MD0595
 MD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0595.See file dsdata.pdf to determine how the superseded data were derived.
 MD0595
 MD0595_MARKER: DB = BENCH MARK DISK
 MD0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0595_STAMPING: B 112 1934
 MD0595_MARK LOGO: CGS
 MD0595_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0595+STABILITY: SURFACE MOTION
 MD0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0595+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2025
 MD0595
 MD0595  HISTORY     - Date     Condition        Report By
 MD0595  HISTORY     - 1934     MONUMENTED       CGS
 MD0595  HISTORY     - 1940     GOOD             CGS
 MD0595  HISTORY     - 1988     GOOD             USPSQD
 MD0595  HISTORY     - 20160523 GOOD             MIDT
 MD0595  HISTORY     - 20191122 GOOD             USPSQD
 MD0595  HISTORY     - 20200611 GOOD             MIDT
 MD0595  HISTORY     - 20250617 GOOD             MIDT
 MD0595
 MD0595                          STATION DESCRIPTION
 MD0595
 MD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MD0595'0.8 MI W FROM JONESVILLE.
 MD0595'0.8 MILE WEST ALONG THE JACKSON DIVISION OF THE NEW YORK CENTRAL
 MD0595'RAILROAD FROM THE STATION AT JONESVILLE, HILLSDALE COUNTY, IN A
 MD0595'PLOT OF GRASS BETWEEN THE LANSING BRANCH AND THE MAIN LINE OF THE
 MD0595'NEW YORK CENTRAL RAILROAD, AT THE CROSSING OF A TOWNLINE ROAD ON
 MD0595'THE LANSING BRANCH, 28 FEET SOUTH OF THE SOUTH RAIL AT THE
 MD0595'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE TOP OF
 MD0595'RAIL.  A STANDARD DISK, STAMPED B 112 1934 AND SET IN THE TOP
 MD0595'OF A CONCRETE POST.
 MD0595
 MD0595                          STATION RECOVERY (1988)
 MD0595
 MD0595'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0595'RECOVERED IN GOOD CONDITION.
 MD0595
 MD0595                          STATION RECOVERY (2016)
 MD0595
 MD0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 MD0595'RECOVERED IN GOOD CONDITION.
 MD0595
 MD0595                          STATION RECOVERY (2019)
 MD0595
 MD0595'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 MD0595'THE MARK IS 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 MD0595
 MD0595                          STATION RECOVERY (2020)
 MD0595
 MD0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 MD0595'RECOVERED IN GOOD CONDITION.
 MD0595
 MD0595                          STATION RECOVERY (2025)
 MD0595
 MD0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 MD0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0609 ***********************************************************************
 MD0609  DESIGNATION -  B 113
 MD0609  PID         -  MD0609
 MD0609  STATE/COUNTY-  MI/BRANCH
 MD0609  COUNTRY     -  US
 MD0609  USGS QUAD   -  COLDWATER WEST (2017)
 MD0609
 MD0609                         *CURRENT SURVEY CONTROL
 MD0609  ______________________________________________________________________
 MD0609* NAD 83(1986) POSITION- 41 54 34.     (N) 085 06 26.     (W)   SCALED
 MD0609* NAVD 88 ORTHO HEIGHT -   282.770 (meters)      927.72  (feet) ADJUSTED
 MD0609  ______________________________________________________________________
 MD0609  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 MD0609  DYNAMIC HEIGHT  -        282.669 (meters)      927.39  (feet) COMP
 MD0609  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 MD0609
 MD0609  VERT ORDER      -  SECOND    CLASS 0
 MD0609
 MD0609.The horizontal coordinates were scaled from a map and have
 MD0609.an estimated accuracy of +/- 6 seconds.
 MD0609
 MD0609.The orthometric height was determined by differential leveling and
 MD0609.adjusted by the NATIONAL GEODETIC SURVEY
 MD0609.in June 1991.
 MD0609
 MD0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0609.GEOID18 height accuracy estimate available here.
 MD0609
 MD0609.Click photographs - Photos may exist for this station.
 MD0609
 MD0609.The dynamic height is computed by dividing the NAVD 88
 MD0609.geopotential number by the normal gravity value computed on the
 MD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0609.degrees latitude (g = 980.6199 gals.).
 MD0609
 MD0609.The modeled gravity was interpolated from observed gravity values.
 MD0609
 MD0609;                    North         East    Units  Estimated Accuracy
 MD0609;SPC MI S     -    45,750.    3,938,560.      MT  (+/- 180 meters Scaled)
 MD0609
 MD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM569414(NAD 83)
 MD0609
 MD0609                          SUPERSEDED SURVEY CONTROL
 MD0609
 MD0609  NGVD 29 (??/??/92)  282.905  (m)          928.16   (f) ADJ UNCH    2 0
 MD0609
 MD0609.Superseded values are not recommended for survey control.
 MD0609
 MD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0609.See file dsdata.pdf to determine how the superseded data were derived.
 MD0609
 MD0609_MARKER: DB = BENCH MARK DISK
 MD0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0609_STAMPING: B 113 1934
 MD0609_MARK LOGO: CGS
 MD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0609+STABILITY: SURFACE MOTION
 MD0609
 MD0609  HISTORY     - Date     Condition        Report By
 MD0609  HISTORY     - 1934     MONUMENTED       CGS
 MD0609  HISTORY     - 1977     MARK NOT FOUND   MIDH
 MD0609
 MD0609                          STATION DESCRIPTION
 MD0609
 MD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0609'5 MI E FROM BRONSON.
 MD0609'ABOUT 5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0609'BRONSON, BRANCH COUNTY, 0.2 MILE WEST OF MILEPOST C 150, AT THE
 MD0609'CROSSING OF U.S. HIGHWAY 112, 17 YARDS EAST OF THE CENTERLINE OF
 MD0609'THE HIGHWAY, 7 YARDS SOUTH OF THE SOUTH RAIL, 8.5 FEET NORTH OF A
 MD0609'POLE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0609'STAMPED B 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0609
 MD0609                          STATION RECOVERY (1977)
 MD0609
 MD0609'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0063 ***********************************************************************
 MD0063  DESIGNATION -  B 114
 MD0063  PID         -  MD0063
 MD0063  STATE/COUNTY-  MI/LENAWEE
 MD0063  COUNTRY     -  US
 MD0063  USGS QUAD   -  ROME CENTER (2017)
 MD0063
 MD0063                         *CURRENT SURVEY CONTROL
 MD0063  ______________________________________________________________________
 MD0063* NAD 83(1986) POSITION- 41 52 36.     (N) 084 08 18.     (W)   SCALED
 MD0063* NAVD 88 ORTHO HEIGHT -   247.378 (meters)      811.61  (feet) ADJUSTED
 MD0063  ______________________________________________________________________
 MD0063  GEOID HEIGHT    -        -34.689 (meters)                     GEOID18
 MD0063  DYNAMIC HEIGHT  -        247.285 (meters)      811.30  (feet) COMP
 MD0063  MODELED GRAVITY -    980,242.5   (mgal)                       NAVD 88
 MD0063
 MD0063  VERT ORDER      -  SECOND    CLASS 0
 MD0063
 MD0063.The horizontal coordinates were scaled from a map and have
 MD0063.an estimated accuracy of +/- 6 seconds.
 MD0063
 MD0063.The orthometric height was determined by differential leveling and
 MD0063.adjusted by the NATIONAL GEODETIC SURVEY
 MD0063.in June 1991.
 MD0063
 MD0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0063.GEOID18 height accuracy estimate available here.
 MD0063
 MD0063.Click photographs - Photos may exist for this station.
 MD0063
 MD0063.The dynamic height is computed by dividing the NAVD 88
 MD0063.geopotential number by the normal gravity value computed on the
 MD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0063.degrees latitude (g = 980.6199 gals.).
 MD0063
 MD0063.The modeled gravity was interpolated from observed gravity values.
 MD0063
 MD0063;                    North         East    Units  Estimated Accuracy
 MD0063;SPC MI S     -    41,870.    4,018,960.      MT  (+/- 180 meters Scaled)
 MD0063
 MD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM374400(NAD 83)
 MD0063
 MD0063                          SUPERSEDED SURVEY CONTROL
 MD0063
 MD0063  NGVD 29 (??/??/92)  247.519  (m)          812.07   (f) ADJ UNCH    2 0
 MD0063
 MD0063.Superseded values are not recommended for survey control.
 MD0063
 MD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0063.See file dsdata.pdf to determine how the superseded data were derived.
 MD0063
 MD0063_MARKER: DB = BENCH MARK DISK
 MD0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0063_SP_SET: ABUTMENT
 MD0063_STAMPING: B 114 1934
 MD0063_MARK LOGO: CGS
 MD0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0063
 MD0063  HISTORY     - Date     Condition        Report By
 MD0063  HISTORY     - 1934     MONUMENTED       CGS
 MD0063
 MD0063                          STATION DESCRIPTION
 MD0063
 MD0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0063'1.1 MI E FROM CADMUS.
 MD0063'1.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0063'STATION AT CADMUS, LENAWEE COUNTY, AT STEEL BRIDGE 158, IN THE
 MD0063'TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT, 1 FOOT NORTH
 MD0063'OF THE SOUTH EDGE OF THE SECOND STEP FROM THE TOP OF THE
 MD0063'ABUTMENT, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3.5 FEET
 MD0063'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 114
 MD0063'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0328 ***********************************************************************
 NF0328  DESIGNATION -  B 115
 NF0328  PID         -  NF0328
 NF0328  STATE/COUNTY-  MI/KENT
 NF0328  COUNTRY     -  US
 NF0328  USGS QUAD   -  FREEPORT (2017)
 NF0328
 NF0328                         *CURRENT SURVEY CONTROL
 NF0328  ______________________________________________________________________
 NF0328* NAD 83(1986) POSITION- 42 51 13.     (N) 085 21 02.     (W)   SCALED
 NF0328* NAVD 88 ORTHO HEIGHT -   248.866 (meters)      816.49  (feet) ADJUSTED
 NF0328  ______________________________________________________________________
 NF0328  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 NF0328  DYNAMIC HEIGHT  -        248.796 (meters)      816.26  (feet) COMP
 NF0328  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 NF0328
 NF0328  VERT ORDER      -  SECOND    CLASS 0
 NF0328
 NF0328.The horizontal coordinates were scaled from a map and have
 NF0328.an estimated accuracy of +/- 6 seconds.
 NF0328
 NF0328.The orthometric height was determined by differential leveling and
 NF0328.adjusted by the NATIONAL GEODETIC SURVEY
 NF0328.in June 1991.
 NF0328
 NF0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0328.GEOID18 height accuracy estimate available here.
 NF0328
 NF0328.Click photographs - Photos may exist for this station.
 NF0328
 NF0328.The dynamic height is computed by dividing the NAVD 88
 NF0328.geopotential number by the normal gravity value computed on the
 NF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0328.degrees latitude (g = 980.6199 gals.).
 NF0328
 NF0328.The modeled gravity was interpolated from observed gravity values.
 NF0328
 NF0328;                    North         East    Units  Estimated Accuracy
 NF0328;SPC MI S     -   150,830.    3,919,590.      MT  (+/- 180 meters Scaled)
 NF0328
 NF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN347458(NAD 83)
 NF0328
 NF0328                          SUPERSEDED SURVEY CONTROL
 NF0328
 NF0328  NGVD 29 (??/??/92)  248.990  (m)          816.89   (f) ADJ UNCH    2 0
 NF0328
 NF0328.Superseded values are not recommended for survey control.
 NF0328
 NF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0328.See file dsdata.pdf to determine how the superseded data were derived.
 NF0328
 NF0328_MARKER: DB = BENCH MARK DISK
 NF0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0328_STAMPING: B 115 1934
 NF0328_MARK LOGO: CGS
 NF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0328+STABILITY: SURFACE MOTION
 NF0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0328+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2007
 NF0328
 NF0328  HISTORY     - Date     Condition        Report By
 NF0328  HISTORY     - 1934     MONUMENTED       CGS
 NF0328  HISTORY     - 1948     GOOD             CGS
 NF0328  HISTORY     - 1985     GOOD             USPSQD
 NF0328  HISTORY     - 1987     GOOD             USPSQD
 NF0328  HISTORY     - 1989     GOOD             USPSQD
 NF0328  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 NF0328  HISTORY     - 19991009 GOOD             USPSQD
 NF0328  HISTORY     - 20010806 GOOD             NGS
 NF0328  HISTORY     - 20070622 GOOD             GEOCAC
 NF0328
 NF0328                          STATION DESCRIPTION
 NF0328
 NF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0328'1.6 MI E FROM ALTO.
 NF0328'1.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0328'STATION AT ALTO, AT THE CROSSING OF WINGEIER AVENUE SE, 51 FEET
 NF0328'NORTHEAST OF THE CENTER OF THE CROSSING, 41 FEET NORTH OF THE
 NF0328'NORTH RAIL, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 NF0328'NORTHWEST OF A TELEPHONE POLE, 6 FEET EAST-SOUTHEAST OF A
 NF0328'FENCE CORNER, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 NF0328'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0328'6 INCHES.
 NF0328
 NF0328                          STATION RECOVERY (1985)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1987)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1989)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1994)
 NF0328
 NF0328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF0328'MARK NOT FOUND.
 NF0328
 NF0328                          STATION RECOVERY (1999)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (2001)
 NF0328
 NF0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0328
 NF0328                          STATION RECOVERY (2007)
 NF0328
 NF0328'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0354 ***********************************************************************
 NF0354  DESIGNATION -  B 116
 NF0354  PID         -  NF0354
 NF0354  STATE/COUNTY-  MI/BARRY
 NF0354  COUNTRY     -  US
 NF0354  USGS QUAD   -  DOWLING (2017)
 NF0354
 NF0354                         *CURRENT SURVEY CONTROL
 NF0354  ______________________________________________________________________
 NF0354* NAD 83(1986) POSITION- 42 36 42.     (N) 085 17 26.     (W)   SCALED
 NF0354* NAVD 88 ORTHO HEIGHT -   258.030 (meters)      846.55  (feet) ADJUSTED
 NF0354  ______________________________________________________________________
 NF0354  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 NF0354  DYNAMIC HEIGHT  -        257.950 (meters)      846.29  (feet) COMP
 NF0354  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 NF0354
 NF0354  VERT ORDER      -  SECOND    CLASS 0
 NF0354
 NF0354.The horizontal coordinates were scaled from a map and have
 NF0354.an estimated accuracy of +/- 6 seconds.
 NF0354
 NF0354.The orthometric height was determined by differential leveling and
 NF0354.adjusted by the NATIONAL GEODETIC SURVEY
 NF0354.in June 1991.
 NF0354
 NF0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0354.GEOID18 height accuracy estimate available here.
 NF0354
 NF0354.Click photographs - Photos may exist for this station.
 NF0354
 NF0354.The dynamic height is computed by dividing the NAVD 88
 NF0354.geopotential number by the normal gravity value computed on the
 NF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0354.degrees latitude (g = 980.6199 gals.).
 NF0354
 NF0354.The modeled gravity was interpolated from observed gravity values.
 NF0354
 NF0354;                    North         East    Units  Estimated Accuracy
 NF0354;SPC MI S     -   123,900.    3,924,200.      MT  (+/- 180 meters Scaled)
 NF0354
 NF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN402191(NAD 83)
 NF0354
 NF0354                          SUPERSEDED SURVEY CONTROL
 NF0354
 NF0354  NGVD 29 (??/??/92)  258.150  (m)          846.95   (f) ADJ UNCH    2 0
 NF0354
 NF0354.Superseded values are not recommended for survey control.
 NF0354
 NF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0354.See file dsdata.pdf to determine how the superseded data were derived.
 NF0354
 NF0354_MARKER: DB = BENCH MARK DISK
 NF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0354_STAMPING: 846.914 B 116 1934
 NF0354_MARK LOGO: CGS
 NF0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0354+STABILITY: SURFACE MOTION
 NF0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0354+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 NF0354
 NF0354  HISTORY     - Date     Condition        Report By
 NF0354  HISTORY     - 1934     MONUMENTED       CGS
 NF0354  HISTORY     - 1940     GOOD             CGS
 NF0354  HISTORY     - 1979     POOR             USGS
 NF0354  HISTORY     - 19941109 POOR             MI-015
 NF0354  HISTORY     - 20050409 POOR             USPSQD
 NF0354  HISTORY     - 20070922 POOR             GEOCAC
 NF0354
 NF0354                          STATION DESCRIPTION
 NF0354
 NF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0354'2.5 MI S FROM HASTINGS.
 NF0354'2.5 MILES SOUTH OF HASTINGS, BARRY COUNTY, IN THE SOUTHEAST
 NF0354'QUARTER OF SECTION 30, T 3 N, R 8 W, AT THE POINT WHERE THE
 NF0354'OLD ROADBED OF THE CHICAGO, KALAMAZOO AND SAGINAW RAILWAY
 NF0354'CROSSES A NORTH-AND-SOUTH DIRT ROAD, 0.3 MILE NORTH OF THE
 NF0354'POINT WHERE A GRAVEL ROAD SWINGS NORTHEAST AND SOUTH, 0.15
 NF0354'MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 35 FEET
 NF0354'SOUTHEAST OF THE CENTERLINE OF THE OLD RAILROAD BED, 32 FEET
 NF0354'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A FENCE,
 NF0354'2 FEET SOUTHEAST OF ANOTHER FENCE, AND IN THE FENCE CORNER.  A
 NF0354'STANDARD DISK, STAMPED 846.914 B 116 1934 AND SET IN THE TOP
 NF0354'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0354
 NF0354                          STATION RECOVERY (1979)
 NF0354
 NF0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0354'MARK RECOVERED IN POOR CONDITION.
 NF0354
 NF0354                          STATION RECOVERY (1994)
 NF0354
 NF0354'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0354'FOUND MARK IN POOR CONDITION. NOTE--2.0 FEET SOUTHEAST OF OLD RAILROAD
 NF0354'R/W FENCE, 4.0 FEET SOUTHOF VERY OLD FENCE CORNER POST, AND CARSONITE
 NF0354'WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR GPS.
 NF0354
 NF0354                          STATION RECOVERY (2005)
 NF0354
 NF0354'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0354'MARK RECOVERED IN POOR CONDITION.
 NF0354
 NF0354                          STATION RECOVERY (2007)
 NF0354
 NF0354'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0354'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0587 ***********************************************************************
 NF0587  DESIGNATION -  B 117
 NF0587  PID         -  NF0587
 NF0587  STATE/COUNTY-  MI/VAN BUREN
 NF0587  COUNTRY     -  US
 NF0587  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0587
 NF0587                         *CURRENT SURVEY CONTROL
 NF0587  ______________________________________________________________________
 NF0587* NAD 83(1986) POSITION- 42 22 59.     (N) 085 57 25.     (W)   SCALED
 NF0587* NAVD 88 ORTHO HEIGHT -   224.447 (meters)      736.37  (feet) ADJUSTED
 NF0587  ______________________________________________________________________
 NF0587  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 NF0587  DYNAMIC HEIGHT  -        224.385 (meters)      736.17  (feet) COMP
 NF0587  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 NF0587
 NF0587  VERT ORDER      -  SECOND    CLASS 0
 NF0587
 NF0587.The horizontal coordinates were scaled from a map and have
 NF0587.an estimated accuracy of +/- 6 seconds.
 NF0587
 NF0587.The orthometric height was determined by differential leveling and
 NF0587.adjusted by the NATIONAL GEODETIC SURVEY
 NF0587.in June 1991.
 NF0587
 NF0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0587.GEOID18 height accuracy estimate available here.
 NF0587
 NF0587.Click photographs - Photos may exist for this station.
 NF0587
 NF0587.The dynamic height is computed by dividing the NAVD 88
 NF0587.geopotential number by the normal gravity value computed on the
 NF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0587.degrees latitude (g = 980.6199 gals.).
 NF0587
 NF0587.The modeled gravity was interpolated from observed gravity values.
 NF0587
 NF0587;                    North         East    Units  Estimated Accuracy
 NF0587;SPC MI S     -    99,330.    3,869,050.      MT  (+/- 180 meters Scaled)
 NF0587
 NF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858928(NAD 83)
 NF0587
 NF0587                          SUPERSEDED SURVEY CONTROL
 NF0587
 NF0587  NGVD 29 (??/??/92)  224.582  (m)          736.82   (f) ADJ UNCH    2 0
 NF0587
 NF0587.Superseded values are not recommended for survey control.
 NF0587
 NF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0587.See file dsdata.pdf to determine how the superseded data were derived.
 NF0587
 NF0587_MARKER: DB = BENCH MARK DISK
 NF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0587_STAMPING: B 117 1934 736.823
 NF0587_MARK LOGO: CGS
 NF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0587+STABILITY: SURFACE MOTION
 NF0587
 NF0587  HISTORY     - Date     Condition        Report By
 NF0587  HISTORY     - 1934     MONUMENTED       CGS
 NF0587  HISTORY     - 1948     GOOD             CGS
 NF0587  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0587  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0587  HISTORY     - 19971010 MARK NOT FOUND   USPSQD
 NF0587  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NF0587
 NF0587                          STATION DESCRIPTION
 NF0587
 NF0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0587'AT BLOOMINGDALE.
 NF0587'AT BLOOMINGDALE, IN THE SOUTHEAST CORNER OF A SMALL CITY PARK
 NF0587'AND 186 FEET EAST OF THE SOUTHEAST CORNER OF THE MICHIGAN CENTRAL
 NF0587'RAILROAD STATION, 43.5 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF
 NF0587'THE MAIN TRACK, 50 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 NF0587'STREET, 58 FEET SOUTHEAST OF A FLAG POLE IN PARK, 56.5 FEET
 NF0587'SOUTHEAST OF A MEMORIAL STONE IN MEMORY OF VETERANS OF ALL WARS,
 NF0587'3 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 NF0587'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK
 NF0587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0587
 NF0587                          STATION RECOVERY (1983)
 NF0587
 NF0587'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0587'MARK NOT FOUND.
 NF0587
 NF0587                          STATION RECOVERY (1984)
 NF0587
 NF0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0587'THIS AREA IS NOW THE SITE OF A PARKING AREA.
 NF0587
 NF0587                          STATION RECOVERY (1997)
 NF0587
 NF0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0587'MARK NOT FOUND.
 NF0587
 NF0587                          STATION RECOVERY (2000)
 NF0587
 NF0587'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0587'COULD NOT FIND ACTUAL MARKER, COULD BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0815 ***********************************************************************
 ME0815  DESIGNATION -  B 118
 ME0815  PID         -  ME0815
 ME0815  STATE/COUNTY-  MI/BERRIEN
 ME0815  COUNTRY     -  US
 ME0815  USGS QUAD   -  BRIDGMAN (2017)
 ME0815
 ME0815                         *CURRENT SURVEY CONTROL
 ME0815  ______________________________________________________________________
 ME0815* NAD 83(1986) POSITION- 41 59 08.5    (N) 086 32 05.9    (W)   HD_HELD2
 ME0815* NAVD 88 ORTHO HEIGHT -   200.784 (meters)      658.74  (feet) ADJUSTED
 ME0815  ______________________________________________________________________
 ME0815  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 ME0815  DYNAMIC HEIGHT  -        200.715 (meters)      658.51  (feet) COMP
 ME0815  MODELED GRAVITY -    980,275.6   (mgal)                       NAVD 88
 ME0815
 ME0815  VERT ORDER      -  SECOND    CLASS 0
 ME0815
 ME0815.The horizontal coordinates were established by autonomous hand held GPS
 ME0815.observations and have an estimated accuracy of +/- 10 meters.
 ME0815
 ME0815.The orthometric height was determined by differential leveling and
 ME0815.adjusted by the NATIONAL GEODETIC SURVEY
 ME0815.in June 1991.
 ME0815
 ME0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0815.GEOID18 height accuracy estimate available here.
 ME0815
 ME0815.Click photographs - Photos may exist for this station.
 ME0815
 ME0815.The dynamic height is computed by dividing the NAVD 88
 ME0815.geopotential number by the normal gravity value computed on the
 ME0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0815.degrees latitude (g = 980.6199 gals.).
 ME0815
 ME0815.The modeled gravity was interpolated from observed gravity values.
 ME0815
 ME0815;                    North         East    Units  Estimated Accuracy
 ME0815;SPC MI S     -    56,265.    3,820,329.      MT  (+/- 10 meters HH2 GPS)
 ME0815
 ME0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3852148292(NAD 83)
 ME0815
 ME0815                          SUPERSEDED SURVEY CONTROL
 ME0815
 ME0815  NGVD 29 (??/??/92)  200.915  (m)          659.17   (f) ADJ UNCH    2 0
 ME0815
 ME0815.Superseded values are not recommended for survey control.
 ME0815
 ME0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0815.See file dsdata.pdf to determine how the superseded data were derived.
 ME0815
 ME0815_MARKER: DB = BENCH MARK DISK
 ME0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0815_STAMPING: B 118 1934
 ME0815_MARK LOGO: CGS
 ME0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0815
 ME0815  HISTORY     - Date     Condition        Report By
 ME0815  HISTORY     - 1934     MONUMENTED       CGS
 ME0815  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0815
 ME0815                          STATION DESCRIPTION
 ME0815
 ME0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0815'2.1 MI S FROM STEVENSVILLE.
 ME0815'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0815'THE PERE MARQUETTE RAILWAY, 5 RAILS SOUTH OF MP NO. C 87, 13
 ME0815'YARDS EAST OF THE EAST RAIL, 20 YARDS NORTHEAST OF THE CENTER
 ME0815'OF A DIRT ROAD CROSSING, 12 1/2 YARDS NORTH OF THE CENTER LINE OF
 ME0815'A DIRT ROAD, 1 YARD WEST OF A FENCE LINE, A CONCRETE POST, 7
 ME0815'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 118 1934.
 ME0815
 ME0815                          STATION RECOVERY (1985)
 ME0815
 ME0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0815'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0013 ***********************************************************************
 MD0013  DESIGNATION -  B 119
 MD0013  PID         -  MD0013
 MD0013  STATE/COUNTY-  MI/HILLSDALE
 MD0013  COUNTRY     -  US
 MD0013  USGS QUAD   -  PITTSFORD (2017)
 MD0013
 MD0013                         *CURRENT SURVEY CONTROL
 MD0013  ______________________________________________________________________
 MD0013* NAD 83(1986) POSITION- 41 48 40.     (N) 084 23 22.     (W)   SCALED
 MD0013* NAVD 88 ORTHO HEIGHT -   281.163 (meters)      922.45  (feet) ADJUSTED
 MD0013  ______________________________________________________________________
 MD0013  GEOID HEIGHT    -        -34.316 (meters)                     GEOID18
 MD0013  DYNAMIC HEIGHT  -        281.054 (meters)      922.09  (feet) COMP
 MD0013  MODELED GRAVITY -    980,226.6   (mgal)                       NAVD 88
 MD0013
 MD0013  VERT ORDER      -  SECOND    CLASS 0
 MD0013
 MD0013.The horizontal coordinates were scaled from a map and have
 MD0013.an estimated accuracy of +/- 6 seconds.
 MD0013
 MD0013.The orthometric height was determined by differential leveling and
 MD0013.adjusted by the NATIONAL GEODETIC SURVEY
 MD0013.in June 1991.
 MD0013
 MD0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0013.GEOID18 height accuracy estimate available here.
 MD0013
 MD0013.Click photographs - Photos may exist for this station.
 MD0013
 MD0013.The dynamic height is computed by dividing the NAVD 88
 MD0013.geopotential number by the normal gravity value computed on the
 MD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0013.degrees latitude (g = 980.6199 gals.).
 MD0013
 MD0013.The modeled gravity was interpolated from observed gravity values.
 MD0013
 MD0013;                    North         East    Units  Estimated Accuracy
 MD0013;SPC MI S     -    34,560.    3,998,110.      MT  (+/- 180 meters Scaled)
 MD0013
 MD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM168320(NAD 83)
 MD0013
 MD0013                          SUPERSEDED SURVEY CONTROL
 MD0013
 MD0013  NGVD 29 (??/??/92)  281.289  (m)          922.86   (f) ADJ UNCH    2 0
 MD0013
 MD0013.Superseded values are not recommended for survey control.
 MD0013
 MD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0013.See file dsdata.pdf to determine how the superseded data were derived.
 MD0013
 MD0013_MARKER: DB = BENCH MARK DISK
 MD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0013_STAMPING: B 119 1934
 MD0013_MARK LOGO: CGS
 MD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0013+STABILITY: SURFACE MOTION
 MD0013
 MD0013  HISTORY     - Date     Condition        Report By
 MD0013  HISTORY     - 1934     MONUMENTED       CGS
 MD0013  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD0013  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0013
 MD0013                          STATION DESCRIPTION
 MD0013
 MD0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0013'2.1 MI N FROM PRATTVILLE.
 MD0013'2.1 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0013'STATION AT PRATTVILLE, HILLSDALE COUNTY, ABOUT 28.4 FEET SOUTHWEST
 MD0013'OF A WIRE FENCE CORNER POST, 21.9 FEET NORTHEAST OF THE EAST
 MD0013'RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL ROAD, 16
 MD0013'FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET EAST OF THE
 MD0013'EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MD0013'DISK, STAMPED B 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0013'NOTE-- BELIEVED DESTROYED WHEN ROAD WAS REBUILT.
 MD0013
 MD0013                          STATION RECOVERY (1961)
 MD0013
 MD0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD0013'MARK NOT FOUND.
 MD0013
 MD0013                          STATION RECOVERY (1988)
 MD0013
 MD0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0206 ***********************************************************************
 QK0206  DESIGNATION -  B 12
 QK0206  PID         -  QK0206
 QK0206  STATE/COUNTY-  MI/CHEBOYGAN
 QK0206  COUNTRY     -  US
 QK0206  USGS QUAD   -  MULLETT LAKE (2017)
 QK0206
 QK0206                         *CURRENT SURVEY CONTROL
 QK0206  ______________________________________________________________________
 QK0206* NAD 83(1986) POSITION- 45 33 44.     (N) 084 31 32.     (W)   SCALED
 QK0206* NAVD 88 ORTHO HEIGHT -   184.038 (meters)      603.80  (feet) ADJUSTED
 QK0206  ______________________________________________________________________
 QK0206  GEOID HEIGHT    -        -35.744 (meters)                     GEOID18
 QK0206  DYNAMIC HEIGHT  -        184.035 (meters)      603.79  (feet) COMP
 QK0206  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 QK0206
 QK0206  VERT ORDER      -  FIRST     CLASS I
 QK0206
 QK0206.The horizontal coordinates were scaled from a map and have
 QK0206.an estimated accuracy of +/- 6 seconds.
 QK0206
 QK0206.The orthometric height was determined by differential leveling and
 QK0206.adjusted by the NATIONAL GEODETIC SURVEY
 QK0206.in June 1991.
 QK0206
 QK0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0206.GEOID18 height accuracy estimate available here.
 QK0206
 QK0206.Click photographs - Photos may exist for this station.
 QK0206
 QK0206.The dynamic height is computed by dividing the NAVD 88
 QK0206.geopotential number by the normal gravity value computed on the
 QK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0206.degrees latitude (g = 980.6199 gals.).
 QK0206
 QK0206.The modeled gravity was interpolated from observed gravity values.
 QK0206
 QK0206;                    North         East    Units  Estimated Accuracy
 QK0206;SPC MI C     -   249,540.    5,987,600.      MT  (+/- 180 meters Scaled)
 QK0206
 QK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR931483(NAD 83)
 QK0206
 QK0206                          SUPERSEDED SURVEY CONTROL
 QK0206
 QK0206  NGVD 29 (??/??/92)  184.070  (m)          603.90   (f) ADJ UNCH    1 1
 QK0206
 QK0206.Superseded values are not recommended for survey control.
 QK0206
 QK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0206.See file dsdata.pdf to determine how the superseded data were derived.
 QK0206
 QK0206_MARKER: DB = BENCH MARK DISK
 QK0206_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0206_STAMPING: ELEV. 603.903 FT. B 12 1916
 QK0206_MARK LOGO: CGS
 QK0206_PROJECTION: FLUSH
 QK0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0206+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 QK0206
 QK0206  HISTORY     - Date     Condition        Report By
 QK0206  HISTORY     - 1916     MONUMENTED       CGS
 QK0206  HISTORY     - 1973     GOOD             USLS
 QK0206  HISTORY     - 20040716 GOOD             GEOCAC
 QK0206
 QK0206                          STATION DESCRIPTION
 QK0206
 QK0206'DESCRIBED BY US LAKE SURVEY 1973
 QK0206'AT MULLETT LAKE.
 QK0206'B 12 IS AT MULLETT LAKE, CHEBOYGAN, MICHIGAN, ESTABLISHED BY U.S.
 QK0206'COAST AND GEODETIC SURVEY, 7.0 MILES SOUTHERLY ALONG M-27 (MAIN
 QK0206'ST.) FROM POST OFFICE IN CHEBOYGAN, THEN 0.13 MILE EAST ALONG
 QK0206'POLISH LINE RD., SOUTHEASTERLY ALONG PENN CENTRAL R.R. TRACK
 QK0206'FROM EXTENDED CENTER LINE OF POLISH LINE RD., 90 FEET SOUTH OF
 QK0206'SOUTH FACE OF FORMER MICHIGAN CENTRAL RAILROAD DEPOT, NOW A
 QK0206'PRIVATELY OWNED DWELLING, 37.7 FEET WESTERLY OF WESTERLY RAIL OF
 QK0206'PENN CENTRAL RAILROAD TRACKS, 3/4-FOOT ABOVE THE GROUND, BEING
 QK0206'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 QK0206'TOP OF A WHITE MARBLE POST.  NOTE-- PREV. DESIG. B 12 1916.
 QK0206
 QK0206                          STATION RECOVERY (2004)
 QK0206
 QK0206'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 QK0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1018 ***********************************************************************
 RL1018  DESIGNATION -  B 120
 RL1018  PID         -  RL1018
 RL1018  STATE/COUNTY-  MI/GOGEBIC
 RL1018  COUNTRY     -  US
 RL1018  USGS QUAD   -  IMP LAKE (2017)
 RL1018
 RL1018                         *CURRENT SURVEY CONTROL
 RL1018  ______________________________________________________________________
 RL1018* NAD 83(1986) POSITION- 46 11 44.66   (N) 089 04 44.64   (W)   HD_HELD1
 RL1018* NAVD 88 ORTHO HEIGHT -   529.190 (meters)     1736.18  (feet) ADJUSTED
 RL1018  ______________________________________________________________________
 RL1018  GEOID HEIGHT    -        -31.429 (meters)                     GEOID18
 RL1018  DYNAMIC HEIGHT  -        529.196 (meters)     1736.20  (feet) COMP
 RL1018  MODELED GRAVITY -    980,608.1   (mgal)                       NAVD 88
 RL1018
 RL1018  VERT ORDER      -  SECOND    CLASS 0
 RL1018
 RL1018.The horizontal coordinates were determined by differentially corrected
 RL1018.hand held GPS observations or other comparable positioning techniques
 RL1018.and have an estimated accuracy of +/- 3 meters.
 RL1018
 RL1018.The orthometric height was determined by differential leveling and
 RL1018.adjusted by the NATIONAL GEODETIC SURVEY
 RL1018.in June 1991.
 RL1018
 RL1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1018.GEOID18 height accuracy estimate available here.
 RL1018
 RL1018.Click photographs - Photos may exist for this station.
 RL1018
 RL1018.The dynamic height is computed by dividing the NAVD 88
 RL1018.geopotential number by the normal gravity value computed on the
 RL1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1018.degrees latitude (g = 980.6199 gals.).
 RL1018
 RL1018.The modeled gravity was interpolated from observed gravity values.
 RL1018
 RL1018;                    North         East    Units  Estimated Accuracy
 RL1018;SPC MI N     -   159,084.5   7,839,551.3     MT  (+/- 3 meters HH1 GPS) 
 RL1018
 RL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3958317896(NAD 83)
 RL1018
 RL1018                          SUPERSEDED SURVEY CONTROL
 RL1018
 RL1018  NGVD 29 (??/??/92)  529.207  (m)         1736.24   (f) ADJ UNCH    2 0
 RL1018
 RL1018.Superseded values are not recommended for survey control.
 RL1018
 RL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1018.See file dsdata.pdf to determine how the superseded data were derived.
 RL1018
 RL1018_MARKER: DB = BENCH MARK DISK
 RL1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1018_STAMPING: B 120 1948
 RL1018_MARK LOGO: CGS
 RL1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1018+STABILITY: SURFACE MOTION
 RL1018
 RL1018  HISTORY     - Date     Condition        Report By
 RL1018  HISTORY     - 1948     MONUMENTED       CGS
 RL1018  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1018
 RL1018                          STATION DESCRIPTION
 RL1018
 RL1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1018'8 MI NE FROM LAND O LAKES.
 RL1018'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1018'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1018'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1018'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING
 RL1018'TO U.S. HIGHWAY 2, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION
 RL1018'OF A ROAD NORTH TO IMP LAKE, AT THE TOP OF A LOW GRADE IN ROAD
 RL1018'AND AT THE JUNCTION OF A DIM TRAIL EAST, 21 FEET SOUTHEAST OF
 RL1018'THE CENTER LINE OF THE GRAVEL ROAD, 47 FEET SOUTHWEST OF A
 RL1018'TRIANGULAR BLAZED 20-INCH MAPLE TREE, 5 FEET NORTHWEST OF A
 RL1018'2 1/2 FOOT BOULDER, 15 FEET SOUTH OF THE CENTER LINE OF THE
 RL1018'TRAIL EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1018'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1018'PROJECTING 4 INCHES.
 RL1018
 RL1018                          STATION RECOVERY (2005)
 RL1018
 RL1018'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1018'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0439 ***********************************************************************
 RL0439  DESIGNATION -  B 121
 RL0439  PID         -  RL0439
 RL0439  STATE/COUNTY-  MI/IRON
 RL0439  COUNTRY     -  US
 RL0439  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0439
 RL0439                         *CURRENT SURVEY CONTROL
 RL0439  ______________________________________________________________________
 RL0439* NAD 83(1986) POSITION- 46 07 57.6    (N) 088 55 19.5    (W)   HD_HELD2
 RL0439* NAVD 88 ORTHO HEIGHT -   525.268 (meters)     1723.32  (feet) ADJUSTED
 RL0439  ______________________________________________________________________
 RL0439  GEOID HEIGHT    -        -31.608 (meters)                     GEOID18
 RL0439  DYNAMIC HEIGHT  -        525.274 (meters)     1723.34  (feet) COMP
 RL0439  MODELED GRAVITY -    980,608.0   (mgal)                       NAVD 88
 RL0439
 RL0439  VERT ORDER      -  SECOND    CLASS 0
 RL0439
 RL0439.The horizontal coordinates were established by autonomous hand held GPS
 RL0439.observations and have an estimated accuracy of +/- 10 meters.
 RL0439
 RL0439.The orthometric height was determined by differential leveling and
 RL0439.adjusted by the NATIONAL GEODETIC SURVEY
 RL0439.in June 1991.
 RL0439
 RL0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0439.GEOID18 height accuracy estimate available here.
 RL0439
 RL0439.Click photographs - Photos may exist for this station.
 RL0439
 RL0439.The dynamic height is computed by dividing the NAVD 88
 RL0439.geopotential number by the normal gravity value computed on the
 RL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0439.degrees latitude (g = 980.6199 gals.).
 RL0439
 RL0439.The modeled gravity was interpolated from observed gravity values.
 RL0439
 RL0439;                    North         East    Units  Estimated Accuracy
 RL0439;SPC MI N     -   151,771.    7,851,494.      MT  (+/- 10 meters HH2 GPS)
 RL0439
 RL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5152510583(NAD 83)
 RL0439
 RL0439                          SUPERSEDED SURVEY CONTROL
 RL0439
 RL0439  NGVD 29 (??/??/92)  525.283  (m)         1723.37   (f) ADJ UNCH    2 0
 RL0439
 RL0439.Superseded values are not recommended for survey control.
 RL0439
 RL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0439.See file dsdata.pdf to determine how the superseded data were derived.
 RL0439
 RL0439_MARKER: DB = BENCH MARK DISK
 RL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0439_STAMPING: B 121 1948
 RL0439_MARK LOGO: CGS
 RL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0439+STABILITY: SURFACE MOTION
 RL0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0439+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 RL0439
 RL0439  HISTORY     - Date     Condition        Report By
 RL0439  HISTORY     - 1948     MONUMENTED       CGS
 RL0439  HISTORY     - 20050407 GOOD             GEOCAC
 RL0439
 RL0439                          STATION DESCRIPTION
 RL0439
 RL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0439'11.8 MI NE FROM PHELPS.
 RL0439'2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE
 RL0439'BANK BUILDING AT PHELPS, THENCE ABOUT 9.1 MILES NORTH AND
 RL0439'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE WEST OF THE
 RL0439'JUNCTION OF A TRAIL SOUTH, ABOUT 0.9 MILE WEST OF THE JUNCTION
 RL0439'OF A NORTHEAST-SOUTHWEST ROAD, AT THE OUTSIDE OF A CURVE WITH
 RL0439'TANGENTS WEST AND SOUTHEAST AND 110 FEET EAST OF THE TOP OF A
 RL0439'GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE
 RL0439'EAST END OF A CUT, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL0439'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0439'POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM ELMWOOD,
 RL0439'IRON COUNTY BY GOING ABOUT 5.2 MILES SOUTH ALONG FOREST SERVICE
 RL0439'ROAD NO. 16, THENCE ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 2,
 RL0439'THENCE ABOUT 2.8 MILES SOUTHWEST ALONG SMOKY LAKE ROAD, THENCE
 RL0439'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD AND SITE OF MARK.
 RL0439
 RL0439                          STATION RECOVERY (2005)
 RL0439
 RL0439'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0439'TO REACH FROM THE JUNCTION OF US HWY 2 AND NAT'L FOREST HWY 16, GO
 RL0439'SOUTH ALONG A PAVED ROAD 2.7 MILES TO A GRAVEL ROAD RIGHT, THENCE WEST
 RL0439'ALONG FOREST ROAD NO.3210 TO THE MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1009 ***********************************************************************
 RL1009  DESIGNATION -  B 122
 RL1009  PID         -  RL1009
 RL1009  STATE/COUNTY-  MI/ONTONAGON
 RL1009  COUNTRY     -  US
 RL1009  USGS QUAD   -  FULLER (2017)
 RL1009
 RL1009                         *CURRENT SURVEY CONTROL
 RL1009  ______________________________________________________________________
 RL1009* NAD 83(1986) POSITION- 46 20 54.9    (N) 089 01 29.5    (W)   HD_HELD2
 RL1009* NAVD 88 ORTHO HEIGHT -   508.314 (meters)     1667.69  (feet) ADJUSTED
 RL1009  ______________________________________________________________________
 RL1009  GEOID HEIGHT    -        -31.671 (meters)                     GEOID18
 RL1009  DYNAMIC HEIGHT  -        508.326 (meters)     1667.73  (feet) COMP
 RL1009  MODELED GRAVITY -    980,620.5   (mgal)                       NAVD 88
 RL1009
 RL1009  VERT ORDER      -  SECOND    CLASS 0
 RL1009
 RL1009.The horizontal coordinates were established by autonomous hand held GPS
 RL1009.observations and have an estimated accuracy of +/- 10 meters.
 RL1009
 RL1009.The orthometric height was determined by differential leveling and
 RL1009.adjusted by the NATIONAL GEODETIC SURVEY
 RL1009.in June 1991.
 RL1009
 RL1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1009.GEOID18 height accuracy estimate available here.
 RL1009
 RL1009.Click photographs - Photos may exist for this station.
 RL1009
 RL1009.The dynamic height is computed by dividing the NAVD 88
 RL1009.geopotential number by the normal gravity value computed on the
 RL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1009.degrees latitude (g = 980.6199 gals.).
 RL1009
 RL1009.The modeled gravity was interpolated from observed gravity values.
 RL1009
 RL1009;                    North         East    Units  Estimated Accuracy
 RL1009;SPC MI N     -   175,959.    7,844,167.      MT  (+/- 10 meters HH2 GPS)
 RL1009
 RL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4419934771(NAD 83)
 RL1009
 RL1009                          SUPERSEDED SURVEY CONTROL
 RL1009
 RL1009  NGVD 29 (??/??/92)  508.332  (m)         1667.75   (f) ADJ UNCH    2 0
 RL1009
 RL1009.Superseded values are not recommended for survey control.
 RL1009
 RL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1009.See file dsdata.pdf to determine how the superseded data were derived.
 RL1009
 RL1009_MARKER: DB = BENCH MARK DISK
 RL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1009_STAMPING: B 122 1948
 RL1009_MARK LOGO: CGS
 RL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1009+STABILITY: SURFACE MOTION
 RL1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1009+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1009
 RL1009  HISTORY     - Date     Condition        Report By
 RL1009  HISTORY     - 1948     MONUMENTED       CGS
 RL1009  HISTORY     - 20040720 GOOD             GEOCAC
 RL1009
 RL1009                          STATION DESCRIPTION
 RL1009
 RL1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1009'11.7 MI NE FROM WATERSMEET.
 RL1009'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1009'FROM THE STATION AT WATERSMEET, THENCE ABOUT 5.0 MILES NORTH
 RL1009'ALONG TROUT CREEK ROAD, ABOUT 2.2 MILES NORTH OF THE BRIDGE
 RL1009'OVER MC GINTY CREEK, ABOUT 1.25 MILES SOUTH OF THE BRIDGE OVER
 RL1009'DEADMAN CREEK, ABOUT 0.45 MILE NORTH OF THE JUNCTION OF A ROAD
 RL1009'SOUTHEAST, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF A ROAD
 RL1009'WEST TO HIGHWAY 45, ON THE OUTSIDE OF A CURVE SOUTH AND
 RL1009'NORTHWEST, ABOUT 85 YARDS NORTH OF THE TOP OF A GRADE, AT THE
 RL1009'Y JUNCTION OF AN OLD LOGGING RAILROAD BED, 21.5 FEET EAST OF THE
 RL1009'CENTER LINE OF THE ROAD, IN THE SOUTHEAST EDGE OF ABANDONDED
 RL1009'RR BED, 96 FEET NORTHEAST AND ACROSS THE ROAD FROM A 24-INCH
 RL1009'MAPLE TREE, 60.5 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 RL1009'14-INCH HEMLOCK TREE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL1009'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1009'POST PROJECTING 4 INCHES.
 RL1009
 RL1009                          STATION RECOVERY (2004)
 RL1009
 RL1009'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1009'FOUND THE OLD 14-INCH HEMLOCK WITH BLAZE IN GOOD CONDITION.  MARK IS
 RL1009'2.5 FT NORTH OF A 12-INCH WHITE BIRCH TREE, 1 FT SOUTH OF A METAL
 RL1009'WITNESS POST AND FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0262 ***********************************************************************
 RL0262  DESIGNATION -  B 123
 RL0262  PID         -  RL0262
 RL0262  STATE/COUNTY-  MI/HOUGHTON
 RL0262  COUNTRY     -  US
 RL0262  USGS QUAD   -  KENTON (2017)
 RL0262
 RL0262                         *CURRENT SURVEY CONTROL
 RL0262  ______________________________________________________________________
 RL0262* NAD 83(1986) POSITION- 46 29 14.     (N) 088 54 50.     (W)   SCALED
 RL0262* NAVD 88 ORTHO HEIGHT -   361.616 (meters)     1186.40  (feet) ADJUSTED
 RL0262  ______________________________________________________________________
 RL0262  GEOID HEIGHT    -        -32.291 (meters)                     GEOID18
 RL0262  DYNAMIC HEIGHT  -        361.629 (meters)     1186.44  (feet) COMP
 RL0262  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 RL0262
 RL0262  VERT ORDER      -  FIRST     CLASS II
 RL0262
 RL0262.The horizontal coordinates were scaled from a map and have
 RL0262.an estimated accuracy of +/- 6 seconds.
 RL0262
 RL0262.The orthometric height was determined by differential leveling and
 RL0262.adjusted by the NATIONAL GEODETIC SURVEY
 RL0262.in June 1991.
 RL0262
 RL0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0262.GEOID18 height accuracy estimate available here.
 RL0262
 RL0262.Click photographs - Photos may exist for this station.
 RL0262
 RL0262.The dynamic height is computed by dividing the NAVD 88
 RL0262.geopotential number by the normal gravity value computed on the
 RL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0262.degrees latitude (g = 980.6199 gals.).
 RL0262
 RL0262.The modeled gravity was interpolated from observed gravity values.
 RL0262
 RL0262;                    North         East    Units  Estimated Accuracy
 RL0262;SPC MI N     -   191,150.    7,853,080.      MT  (+/- 180 meters Scaled)
 RL0262
 RL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS531499(NAD 83)
 RL0262
 RL0262                          SUPERSEDED SURVEY CONTROL
 RL0262
 RL0262  NGVD 29 (??/??/92)  361.580  (m)         1186.28   (f) ADJ UNCH    1 2
 RL0262
 RL0262.Superseded values are not recommended for survey control.
 RL0262
 RL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0262.See file dsdata.pdf to determine how the superseded data were derived.
 RL0262
 RL0262_MARKER: DB = BENCH MARK DISK
 RL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0262_STAMPING: B 123 1948
 RL0262_MARK LOGO: CGS
 RL0262_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0262+STABILITY: SURFACE MOTION
 RL0262
 RL0262  HISTORY     - Date     Condition        Report By
 RL0262  HISTORY     - 1948     MONUMENTED       CGS
 RL0262  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0262  HISTORY     - 1985     GOOD             NGS
 RL0262  HISTORY     - 20100928 GOOD             MIDT
 RL0262
 RL0262                          STATION DESCRIPTION
 RL0262
 RL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0262'1 MI W FROM KENTON.
 RL0262'1.05 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0262'RAILWAY FROM THE STATION AT KENTON, 90 YARDS WEST OF A SIGN
 RL0262'STATION ONE MILE, ABOUT 30 FEET WEST OF THE EAST END OF A CUT,
 RL0262'51 FEET WEST OF THE SOUTH END OF A 10-INCH IRON PIPE CULVERT
 RL0262'UNDER RAILROAD BETWEEN 2 CUTS, 50 FEET SOUTH OF THE SOUTH RAIL,
 RL0262'50 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 28 PARALLELING
 RL0262'THE TRACK, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET
 RL0262'ABOVE THE TRACK, 1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE
 RL0262'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0262
 RL0262                          STATION RECOVERY (1978)
 RL0262
 RL0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0262'MARK NOT FOUND.
 RL0262
 RL0262                          STATION RECOVERY (1985)
 RL0262
 RL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0262'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.2 KM
 RL0262'(15.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0262'HIGHWAY 45 IN BRUCE CROSSING, ACROSS THE HIGHWAY FROM A SMALL RESORT,
 RL0262'26.1 M (85.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.6 M
 RL0262'(51.2 FT) WEST OF THE WEST EDGE OF A PIPE CULVERT, 9.3 M (30.5 FT)
 RL0262'NORTH-NORTHWEST OF A UTILITY POLE, AND 9.0 M (29.5 FT) SOUTH OF THE
 RL0262'NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0262'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL0262'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL0262
 RL0262                          STATION RECOVERY (2010)
 RL0262
 RL0262'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0456 ***********************************************************************
 RL0456  DESIGNATION -  B 124
 RL0456  PID         -  RL0456
 RL0456  STATE/COUNTY-  MI/IRON
 RL0456  COUNTRY     -  US
 RL0456  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL0456
 RL0456                         *CURRENT SURVEY CONTROL
 RL0456  ______________________________________________________________________
 RL0456* NAD 83(1986) POSITION- 46 03 09.04   (N) 088 45 08.09   (W)   HD_HELD1
 RL0456* NAVD 88 ORTHO HEIGHT -   487.142 (meters)     1598.23  (feet) ADJUSTED
 RL0456  ______________________________________________________________________
 RL0456  GEOID HEIGHT    -        -32.014 (meters)                     GEOID18
 RL0456  DYNAMIC HEIGHT  -        487.147 (meters)     1598.25  (feet) COMP
 RL0456  MODELED GRAVITY -    980,609.4   (mgal)                       NAVD 88
 RL0456
 RL0456  VERT ORDER      -  SECOND    CLASS I
 RL0456
 RL0456.The horizontal coordinates were determined by differentially corrected
 RL0456.hand held GPS observations or other comparable positioning techniques
 RL0456.and have an estimated accuracy of +/- 3 meters.
 RL0456
 RL0456.The orthometric height was determined by differential leveling and
 RL0456.adjusted by the NATIONAL GEODETIC SURVEY
 RL0456.in June 1991.
 RL0456
 RL0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0456.GEOID18 height accuracy estimate available here.
 RL0456
 RL0456.Click photographs - Photos may exist for this station.
 RL0456
 RL0456.The dynamic height is computed by dividing the NAVD 88
 RL0456.geopotential number by the normal gravity value computed on the
 RL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0456.degrees latitude (g = 980.6199 gals.).
 RL0456
 RL0456.The modeled gravity was interpolated from observed gravity values.
 RL0456
 RL0456;                    North         East    Units  Estimated Accuracy
 RL0456;SPC MI N     -   142,560.1   7,864,416.7     MT  (+/- 3 meters HH1 GPS) 
 RL0456
 RL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6444801374(NAD 83)
 RL0456
 RL0456                          SUPERSEDED SURVEY CONTROL
 RL0456
 RL0456  NGVD 29 (??/??/92)  487.143  (m)         1598.24   (f) ADJ UNCH    2 0
 RL0456
 RL0456.Superseded values are not recommended for survey control.
 RL0456
 RL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0456.See file dsdata.pdf to determine how the superseded data were derived.
 RL0456
 RL0456_MARKER: DB = BENCH MARK DISK
 RL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0456_STAMPING: B 124 1948
 RL0456_MARK LOGO: CGS
 RL0456_PROJECTION: FLUSH
 RL0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0456+STABILITY: SURFACE MOTION
 RL0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0456+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 RL0456
 RL0456  HISTORY     - Date     Condition        Report By
 RL0456  HISTORY     - 1948     MONUMENTED       CGS
 RL0456  HISTORY     - 20000309 GOOD             MIDT
 RL0456  HISTORY     - 20020619 GOOD             USPSQD
 RL0456  HISTORY     - 20060803 GOOD             USPSQD
 RL0456  HISTORY     - 20140801 GOOD             WIDT
 RL0456
 RL0456                          STATION DESCRIPTION
 RL0456
 RL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0456'6.2 MI SW FROM IRON RIVER.
 RL0456'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0456'IRON RIVER, THENCE ABOUT 4.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 RL0456'73, ABOUT 0.65 MILE SOUTHWEST OF A SIGN ENTERING OTTAWA NATIONAL
 RL0456'FOREST AT THE NORTHEAST BOUNDARY OF THE FOREST, AT THE NORTHEAST
 RL0456'END OF A CURVE WITH TANGENTS SOUTH AND NORTHEAST AND THE JUNCTION
 RL0456'OF A TRAIL NORTHWEST, 33 FEET NORTHWEST OF THE CENTER LINE
 RL0456'OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0456'TRAIL NORTHWEST, 20 FEET SOUTH OF A 20-INCH ELM TREE, 2 FEET
 RL0456'NORTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW THE HIGHWAY
 RL0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0456
 RL0456                          STATION RECOVERY (2000)
 RL0456
 RL0456'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0456'US-2, 4.9 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0456'AT HWY CURVE TO THE LEFT. 32 FT -NW- OF HWY C/L, 18 FT -SW- OF C/L
 RL0456'WOODS ROAD -NE-, 7 FT -SE- OF TELEPHONE CABLE LOCATION SIGN POST, 1.6
 RL0456'FT -SW- OF WITNESS POST AND 1.5 FT BELOW LEVEL WITH HIGHWAY.
 RL0456
 RL0456                          STATION RECOVERY (2002)
 RL0456
 RL0456'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0456'RECOVERED IN GOOD CONDITION.
 RL0456
 RL0456                          STATION RECOVERY (2006)
 RL0456
 RL0456'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0456'RECOVERED IN GOOD CONDITION.
 RL0456
 RL0456                          STATION RECOVERY (2014)
 RL0456
 RL0456'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 RL0456'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0335 ***********************************************************************
 RL0335  DESIGNATION -  B 125
 RL0335  PID         -  RL0335
 RL0335  STATE/COUNTY-  MI/IRON
 RL0335  COUNTRY     -  US
 RL0335  USGS QUAD   -  LAKE MITIGWAKI (2017)
 RL0335
 RL0335                         *CURRENT SURVEY CONTROL
 RL0335  ______________________________________________________________________
 RL0335* NAD 83(1986) POSITION- 46 17 53.41   (N) 088 52 34.70   (W)   HD_HELD1
 RL0335* NAVD 88 ORTHO HEIGHT -   479.951 (meters)     1574.64  (feet) ADJUSTED
 RL0335  ______________________________________________________________________
 RL0335  GEOID HEIGHT    -        -31.790 (meters)                     GEOID18
 RL0335  DYNAMIC HEIGHT  -        479.959 (meters)     1574.67  (feet) COMP
 RL0335  MODELED GRAVITY -    980,614.4   (mgal)                       NAVD 88
 RL0335
 RL0335  VERT ORDER      -  SECOND    CLASS 0
 RL0335
 RL0335.The horizontal coordinates were determined by differentially corrected
 RL0335.hand held GPS observations or other comparable positioning techniques
 RL0335.and have an estimated accuracy of +/- 3 meters.
 RL0335
 RL0335.The orthometric height was determined by differential leveling and
 RL0335.adjusted by the NATIONAL GEODETIC SURVEY
 RL0335.in June 1991.
 RL0335
 RL0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0335.GEOID18 height accuracy estimate available here.
 RL0335
 RL0335.Click photographs - Photos may exist for this station.
 RL0335
 RL0335.The dynamic height is computed by dividing the NAVD 88
 RL0335.geopotential number by the normal gravity value computed on the
 RL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0335.degrees latitude (g = 980.6199 gals.).
 RL0335
 RL0335.The modeled gravity was interpolated from observed gravity values.
 RL0335
 RL0335;                    North         East    Units  Estimated Accuracy
 RL0335;SPC MI N     -   170,075.6   7,855,465.4     MT  (+/- 3 meters HH1 GPS) 
 RL0335
 RL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5549628887(NAD 83)
 RL0335
 RL0335                          SUPERSEDED SURVEY CONTROL
 RL0335
 RL0335  NGVD 29 (??/??/92)  479.963  (m)         1574.68   (f) ADJ UNCH    2 0
 RL0335
 RL0335.Superseded values are not recommended for survey control.
 RL0335
 RL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0335.See file dsdata.pdf to determine how the superseded data were derived.
 RL0335
 RL0335_MARKER: DB = BENCH MARK DISK
 RL0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0335_STAMPING: B 125 1948
 RL0335_MARK LOGO: CGS
 RL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0335+STABILITY: SURFACE MOTION
 RL0335
 RL0335  HISTORY     - Date     Condition        Report By
 RL0335  HISTORY     - 1948     MONUMENTED       CGS
 RL0335  HISTORY     - 19970625 GOOD             USPSQD
 RL0335  HISTORY     - 20020613 GOOD             USPSQD
 RL0335
 RL0335                          STATION DESCRIPTION
 RL0335
 RL0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0335'6.2 MI N FROM ELMWOOD.
 RL0335'6.25 MILES NORTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE
 RL0335'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0335'160 FEET SOUTH OF THE SOUTHEAST CORNER OF A 60-FOOT WOODEN
 RL0335'BRIDGE OVER PAINT RIVER, 39 FEET EAST OF THE CENTER LINE OF
 RL0335'THE HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 RL0335'NORTHEAST, 36 FEET NORTH OF A TELEPHONE POLE AND 3 FEET EAST
 RL0335'OF BEING IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE
 RL0335'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 RL0335'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0335
 RL0335                          STATION RECOVERY (1997)
 RL0335
 RL0335'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0335'RECOVERED IN GOOD CONDITION.
 RL0335
 RL0335                          STATION RECOVERY (2002)
 RL0335
 RL0335'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0313 ***********************************************************************
 RL0313  DESIGNATION -  B 127
 RL0313  PID         -  RL0313
 RL0313  STATE/COUNTY-  MI/IRON
 RL0313  COUNTRY     -  US
 RL0313  USGS QUAD   -  PORTER LAKE (2017)
 RL0313
 RL0313                         *CURRENT SURVEY CONTROL
 RL0313  ______________________________________________________________________
 RL0313* NAD 83(1986) POSITION- 46 21 58.     (N) 088 35 20.     (W)   SCALED
 RL0313* NAVD 88 ORTHO HEIGHT -   461.795 (meters)     1515.07  (feet) ADJUSTED
 RL0313  ______________________________________________________________________
 RL0313  GEOID HEIGHT    -        -32.256 (meters)                     GEOID18
 RL0313  DYNAMIC HEIGHT  -        461.812 (meters)     1515.13  (feet) COMP
 RL0313  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 RL0313
 RL0313  VERT ORDER      -  SECOND    CLASS 0
 RL0313
 RL0313.The horizontal coordinates were scaled from a map and have
 RL0313.an estimated accuracy of +/- 6 seconds.
 RL0313
 RL0313.The orthometric height was determined by differential leveling and
 RL0313.adjusted by the NATIONAL GEODETIC SURVEY
 RL0313.in June 1991.
 RL0313
 RL0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0313.GEOID18 height accuracy estimate available here.
 RL0313
 RL0313.Click photographs - Photos may exist for this station.
 RL0313
 RL0313.The dynamic height is computed by dividing the NAVD 88
 RL0313.geopotential number by the normal gravity value computed on the
 RL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0313.degrees latitude (g = 980.6199 gals.).
 RL0313
 RL0313.The modeled gravity was interpolated from observed gravity values.
 RL0313
 RL0313;                    North         East    Units  Estimated Accuracy
 RL0313;SPC MI N     -   177,140.    7,877,750.      MT  (+/- 180 meters Scaled)
 RL0313
 RL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS777359(NAD 83)
 RL0313
 RL0313                          SUPERSEDED SURVEY CONTROL
 RL0313
 RL0313  NGVD 29 (??/??/92)  461.789  (m)         1515.05   (f) ADJ UNCH    2 0
 RL0313
 RL0313.Superseded values are not recommended for survey control.
 RL0313
 RL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0313.See file dsdata.pdf to determine how the superseded data were derived.
 RL0313
 RL0313_MARKER: DB = BENCH MARK DISK
 RL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0313_STAMPING: B 127 1948
 RL0313_MARK LOGO: CGS
 RL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0313+STABILITY: SURFACE MOTION
 RL0313
 RL0313  HISTORY     - Date     Condition        Report By
 RL0313  HISTORY     - 1948     MONUMENTED       CGS
 RL0313  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0313
 RL0313                          STATION DESCRIPTION
 RL0313
 RL0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0313'4.8 MI W FROM PARK SIDING.
 RL0313'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0313'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35
 RL0313'MILES SOUTHWEST ALONG A LOGGING ROAD, THENCE ABOUT 0.9 MILE
 RL0313'SOUTHWEST ALONG A LOGGING TRAIL LEADING TO THE NORTHWEST TIP OF
 RL0313'CABLE LAKE, ABOUT 0.2 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, AT
 RL0313'THE Y JUNCTION OF A TRAIL WEST, 28 FEET NORTH OF THE CENTER
 RL0313'LINE OF THE TRAIL WEST, 29 FEET NORTHWEST OF THE CENTER LINE
 RL0313'OF THE MAIN TRAIL, 7 FEET SOUTH-SOUTHWEST OF A 4-INCH PINE
 RL0313'TREE, 7 FEET EAST OF A 4-INCH TAMERAK TREE, ABOUT 1 FOOT ABOVE
 RL0313'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL0313'INCHES.
 RL0313
 RL0313                          STATION RECOVERY (1982)
 RL0313
 RL0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0695 ***********************************************************************
 RL0695  DESIGNATION -  B 128
 RL0695  PID         -  RL0695
 RL0695  STATE/COUNTY-  MI/HOUGHTON
 RL0695  COUNTRY     -  US
 RL0695  USGS QUAD   -  SIDNAW (2017)
 RL0695
 RL0695                         *CURRENT SURVEY CONTROL
 RL0695  ______________________________________________________________________
 RL0695* NAD 83(1986) POSITION- 46 30 26.     (N) 088 42 39.     (W)   SCALED
 RL0695* NAVD 88 ORTHO HEIGHT -   417.141 (meters)     1368.57  (feet) ADJUSTED
 RL0695  ______________________________________________________________________
 RL0695  GEOID HEIGHT    -        -32.614 (meters)                     GEOID18
 RL0695  DYNAMIC HEIGHT  -        417.152 (meters)     1368.61  (feet) COMP
 RL0695  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 RL0695
 RL0695  VERT ORDER      -  FIRST     CLASS II
 RL0695
 RL0695.The horizontal coordinates were scaled from a map and have
 RL0695.an estimated accuracy of +/- 6 seconds.
 RL0695
 RL0695.The orthometric height was determined by differential leveling and
 RL0695.adjusted by the NATIONAL GEODETIC SURVEY
 RL0695.in June 1991.
 RL0695
 RL0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0695.GEOID18 height accuracy estimate available here.
 RL0695
 RL0695.Click photographs - Photos may exist for this station.
 RL0695
 RL0695.The dynamic height is computed by dividing the NAVD 88
 RL0695.geopotential number by the normal gravity value computed on the
 RL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0695.degrees latitude (g = 980.6199 gals.).
 RL0695
 RL0695.The modeled gravity was interpolated from observed gravity values.
 RL0695
 RL0695;                    North         East    Units  Estimated Accuracy
 RL0695;SPC MI N     -   193,020.    7,868,710.      MT  (+/- 180 meters Scaled)
 RL0695
 RL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS687518(NAD 83)
 RL0695
 RL0695                          SUPERSEDED SURVEY CONTROL
 RL0695
 RL0695  NGVD 29 (??/??/92)  417.151  (m)         1368.60   (f) ADJ UNCH    1 2
 RL0695
 RL0695.Superseded values are not recommended for survey control.
 RL0695
 RL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0695.See file dsdata.pdf to determine how the superseded data were derived.
 RL0695
 RL0695_MARKER: DB = BENCH MARK DISK
 RL0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0695_STAMPING: B 128 1948
 RL0695_MARK LOGO: CGS
 RL0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0695+STABILITY: SURFACE MOTION
 RL0695
 RL0695  HISTORY     - Date     Condition        Report By
 RL0695  HISTORY     - 1948     MONUMENTED       CGS
 RL0695  HISTORY     - 1985     GOOD             NGS
 RL0695  HISTORY     - 1989     GOOD             USPSQD
 RL0695
 RL0695                          STATION DESCRIPTION
 RL0695
 RL0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0695'AT SIDNAW.
 RL0695'AT SIDNAW, ABOUT 0.1 MILE NORTH OF THE POST OFFICE, AT THE SOUTH
 RL0695'AND MAIN GATE TO THE PRICKETT-GROOMS AIRPORT, ABOUT 0.1 MILE
 RL0695'SOUTHEAST OF THE SIDNAW SCHOOL, 22 FEET WEST OF THE CENTER LINE
 RL0695'OF THE ENTRANCE ROAD, 16.5 FEET NORTH OF A WIRE FENCE, 18 FEET
 RL0695'NORTHWEST OF THE NORTHWEST CORNER OF A STONE BUILT WEST GATE POST
 RL0695'AT AIRPORT ENTRANCE, 33.5 FEET NORTHWEST OF THE NORTHWEST
 RL0695'CORNER OF THE EAST GATE POST, 2 FEET EAST OF A WHITE WOODEN
 RL0695'WITNESS POST, 1 FOOT BELOW THE AIRPORT ROAD AND SET IN THE TOP
 RL0695'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0695
 RL0695                          STATION RECOVERY (1985)
 RL0695
 RL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0695'RECOVERED IN GOOD CONDITION.
 RL0695
 RL0695                          STATION RECOVERY (1989)
 RL0695
 RL0695'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0648 ***********************************************************************
 RL0648  DESIGNATION -  B 129
 RL0648  PID         -  RL0648
 RL0648  STATE/COUNTY-  MI/BARAGA
 RL0648  COUNTRY     -  US
 RL0648  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0648
 RL0648                         *CURRENT SURVEY CONTROL
 RL0648  ______________________________________________________________________
 RL0648* NAD 83(1986) POSITION- 46 39 05.     (N) 088 35 21.     (W)   SCALED
 RL0648* NAVD 88 ORTHO HEIGHT -   397.957 (meters)     1305.63  (feet) ADJUSTED
 RL0648  ______________________________________________________________________
 RL0648  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 RL0648  DYNAMIC HEIGHT  -        397.970 (meters)     1305.67  (feet) COMP
 RL0648  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 RL0648
 RL0648  VERT ORDER      -  SECOND    CLASS 0
 RL0648
 RL0648.The horizontal coordinates were scaled from a map and have
 RL0648.an estimated accuracy of +/- 6 seconds.
 RL0648
 RL0648.The orthometric height was determined by differential leveling and
 RL0648.adjusted by the NATIONAL GEODETIC SURVEY
 RL0648.in June 1991.
 RL0648
 RL0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0648.GEOID18 height accuracy estimate available here.
 RL0648
 RL0648.Click photographs - Photos may exist for this station.
 RL0648
 RL0648.The dynamic height is computed by dividing the NAVD 88
 RL0648.geopotential number by the normal gravity value computed on the
 RL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0648.degrees latitude (g = 980.6199 gals.).
 RL0648
 RL0648.The modeled gravity was interpolated from observed gravity values.
 RL0648
 RL0648;                    North         East    Units  Estimated Accuracy
 RL0648;SPC MI N     -   208,850.    7,878,370.      MT  (+/- 180 meters Scaled)
 RL0648
 RL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS783676(NAD 83)
 RL0648
 RL0648                          SUPERSEDED SURVEY CONTROL
 RL0648
 RL0648  NGVD 29 (??/??/92)  397.922  (m)         1305.52   (f) ADJ UNCH    2 0
 RL0648
 RL0648.Superseded values are not recommended for survey control.
 RL0648
 RL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0648.See file dsdata.pdf to determine how the superseded data were derived.
 RL0648
 RL0648_MARKER: DB = BENCH MARK DISK
 RL0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0648_STAMPING: B 129 1948
 RL0648_MARK LOGO: CGS
 RL0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0648+STABILITY: SURFACE MOTION
 RL0648
 RL0648  HISTORY     - Date     Condition        Report By
 RL0648  HISTORY     - 1948     MONUMENTED       CGS
 RL0648  HISTORY     - 20040518 MARK NOT FOUND   GEOCAC
 RL0648
 RL0648                          STATION DESCRIPTION
 RL0648
 RL0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0648'10.6 MI NW FROM COVINGTON.
 RL0648'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0648'U.S. HIGHWAY 141 AT COVINGTON, THENCE ABOUT 8.6 MILES NORTH
 RL0648'ALONG A GRAVEL AND SAND ROAD, AT THE BIG LAKE AUXILIARY AIRPORT,
 RL0648'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF
 RL0648'THE WIND SOCK, 26 YARDS SOUTH OF THE PROLONGED SOUTH EDGE OF THE
 RL0648'EAST-WEST RUNWAY, 37 FEET WEST OF THE WEST EDGE OF THE NORTH-SOUTH
 RL0648'RUN WAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0648'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0648'4 INCHES.
 RL0648
 RL0648                          STATION RECOVERY (2004)
 RL0648
 RL0648'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0648'THE SITE LOCATION IS ALONG PLAINS ROAD.  THE AIRPORT NO LONGER EXISTS.
 RL0648'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0143 ***********************************************************************
 PL0143  DESIGNATION -  B 13
 PL0143  PID         -  PL0143
 PL0143  STATE/COUNTY-  MI/OTSEGO
 PL0143  COUNTRY     -  US
 PL0143  USGS QUAD   -  OTSEGO LAKE (2017)
 PL0143
 PL0143                         *CURRENT SURVEY CONTROL
 PL0143  ______________________________________________________________________
 PL0143* NAD 83(1986) POSITION- 44 55 11.     (N) 084 41 34.     (W)   SCALED
 PL0143* NAVD 88 ORTHO HEIGHT -   390.874 (meters)     1282.39  (feet) ADJUSTED
 PL0143  ______________________________________________________________________
 PL0143  GEOID HEIGHT    -        -34.695 (meters)                     GEOID18
 PL0143  DYNAMIC HEIGHT  -        390.832 (meters)     1282.25  (feet) COMP
 PL0143  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 PL0143
 PL0143  VERT ORDER      -  FIRST     CLASS II
 PL0143
 PL0143.The horizontal coordinates were scaled from a map and have
 PL0143.an estimated accuracy of +/- 6 seconds.
 PL0143
 PL0143.The orthometric height was determined by differential leveling and
 PL0143.adjusted by the NATIONAL GEODETIC SURVEY
 PL0143.in June 1991.
 PL0143
 PL0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0143.GEOID18 height accuracy estimate available here.
 PL0143
 PL0143.Click photographs - Photos may exist for this station.
 PL0143
 PL0143.The dynamic height is computed by dividing the NAVD 88
 PL0143.geopotential number by the normal gravity value computed on the
 PL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0143.degrees latitude (g = 980.6199 gals.).
 PL0143
 PL0143.The modeled gravity was interpolated from observed gravity values.
 PL0143
 PL0143;                    North         East    Units  Estimated Accuracy
 PL0143;SPC MI C     -   178,180.    5,974,250.      MT  (+/- 180 meters Scaled)
 PL0143
 PL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ820766(NAD 83)
 PL0143
 PL0143                          SUPERSEDED SURVEY CONTROL
 PL0143
 PL0143  NGVD 29 (??/??/92)  390.971  (m)         1282.71   (f) ADJ UNCH    1 2
 PL0143
 PL0143.Superseded values are not recommended for survey control.
 PL0143
 PL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0143.See file dsdata.pdf to determine how the superseded data were derived.
 PL0143
 PL0143_MARKER: DB = BENCH MARK DISK
 PL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0143_STAMPING: ELEV 1282.711 FT B 13 1916
 PL0143_MARK LOGO: CGS
 PL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0143+STABILITY: SURFACE MOTION
 PL0143
 PL0143  HISTORY     - Date     Condition        Report By
 PL0143  HISTORY     - 1916     MONUMENTED       CGS
 PL0143  HISTORY     - 1949     GOOD             CGS
 PL0143  HISTORY     - 1976     POOR             NGS
 PL0143  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 PL0143
 PL0143                          STATION DESCRIPTION
 PL0143
 PL0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0143'AT OTSEGO LAKE.
 PL0143'AT OTSEGO LAKE, OTSEGO COUNTY, 95 YARDS NORTH OF THE NORTH END
 PL0143'OF THE MICHIGAN CENTRAL RAILROAD STATION, 0.3 MILE SOUTH OF
 PL0143'MILEPOST 70, AND 46.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 PL0143'A STANDARD DISK, STAMPED ELEV. 1282.711 FT. B 13 1916 AND SET IN
 PL0143'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND, 47
 PL0143'FEET WEST OF THE CENTERLINE OF A HIGHWAY AND 2 FEET BELOW THE
 PL0143'HIGHWAY.
 PL0143
 PL0143                          STATION RECOVERY (1976)
 PL0143
 PL0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0143'THE RAILROAD IS NOW NEW YORK CENTRALAND THE STATION IS NOW GONE, MARK
 PL0143'IS 29.5 FEET WEST OF THE CENTER OF OLD HIGHWAY 27, 47 FEET EAST OF
 PL0143'THE EAST RAIL OF THE MAIN TRACK AND 200 FEET NORTH OF THE CENTER OF
 PL0143'WASHINGTON AVE. IT IS 0.25 FEET SOUTH OF MILE POST BC 112. THE
 PL0143'CONCRETE IS CRACKED AND THE MARK LOOSE IN THE GROUND.
 PL0143
 PL0143                          STATION RECOVERY (1996)
 PL0143
 PL0143'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0854 ***********************************************************************
 RL0854  DESIGNATION -  B 130
 RL0854  PID         -  RL0854
 RL0854  STATE/COUNTY-  MI/ONTONAGON
 RL0854  COUNTRY     -  US
 RL0854  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0854
 RL0854                         *CURRENT SURVEY CONTROL
 RL0854  ______________________________________________________________________
 RL0854* NAD 83(1986) POSITION- 46 50 12.     (N) 089 20 43.     (W)   SCALED
 RL0854* NAVD 88 ORTHO HEIGHT -   214.795 (meters)      704.71  (feet) ADJUSTED
 RL0854  ______________________________________________________________________
 RL0854  GEOID HEIGHT    -        -31.383 (meters)                     GEOID18
 RL0854  DYNAMIC HEIGHT  -        214.828 (meters)      704.81  (feet) COMP
 RL0854  MODELED GRAVITY -    980,762.3   (mgal)                       NAVD 88
 RL0854
 RL0854  VERT ORDER      -  SECOND    CLASS 0
 RL0854
 RL0854.The horizontal coordinates were scaled from a map and have
 RL0854.an estimated accuracy of +/- 6 seconds.
 RL0854
 RL0854.The orthometric height was determined by differential leveling and
 RL0854.adjusted by the NATIONAL GEODETIC SURVEY
 RL0854.in June 1991.
 RL0854
 RL0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0854.GEOID18 height accuracy estimate available here.
 RL0854
 RL0854.Click photographs - Photos may exist for this station.
 RL0854
 RL0854.The dynamic height is computed by dividing the NAVD 88
 RL0854.geopotential number by the normal gravity value computed on the
 RL0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0854.degrees latitude (g = 980.6199 gals.).
 RL0854
 RL0854.The modeled gravity was interpolated from observed gravity values.
 RL0854
 RL0854;                    North         East    Units  Estimated Accuracy
 RL0854;SPC MI N     -   230,870.    7,821,120.      MT  (+/- 180 meters Scaled)
 RL0854
 RL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211896(NAD 83)
 RL0854
 RL0854                          SUPERSEDED SURVEY CONTROL
 RL0854
 RL0854  NGVD 29 (??/??/92)  214.824  (m)          704.80   (f) ADJ UNCH    2 0
 RL0854
 RL0854.Superseded values are not recommended for survey control.
 RL0854
 RL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0854.See file dsdata.pdf to determine how the superseded data were derived.
 RL0854
 RL0854_MARKER: DB = BENCH MARK DISK
 RL0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0854_STAMPING: B 130 1948
 RL0854_MARK LOGO: CGS
 RL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0854+STABILITY: SURFACE MOTION
 RL0854
 RL0854  HISTORY     - Date     Condition        Report By
 RL0854  HISTORY     - 1948     MONUMENTED       CGS
 RL0854  HISTORY     - 1984     POOR             NGS
 RL0854  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0854  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0854  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0854
 RL0854                          STATION DESCRIPTION
 RL0854
 RL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0854'3.2 MI SW FROM ONTONAGON.
 RL0854'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0854'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 1.8 MILES SOUTHWEST
 RL0854'ALONG THE MATCHWOOD ROAD, SET IN THE SOUTHWEST ANGLE OF THE
 RL0854'JUNCTION OF A ROAD WEST, 28 FEET WEST OF THE CENTER LINE OF THE
 RL0854'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 5.5 FEET
 RL0854'WEST OF A FENCE CORNER, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL0854'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0854'POST PROJECTING 8 INCHES.
 RL0854
 RL0854                          STATION RECOVERY (1984)
 RL0854
 RL0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0854'STATION FOUND LEANING TO THE SOUTHEAST AND LOOSE IN THE GROUND, BUT
 RL0854'WAS LEFT IN PLACE.
 RL0854
 RL0854                          STATION RECOVERY (1996)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0854'MARK NOT FOUND.
 RL0854
 RL0854                          STATION RECOVERY (2001)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0854'MARK NOT FOUND.
 RL0854
 RL0854                          STATION RECOVERY (2004)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0854'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1375 ***********************************************************************
 RL1375  DESIGNATION -  B 131
 RL1375  PID         -  RL1375
 RL1375  STATE/COUNTY-  MI/ONTONAGON
 RL1375  COUNTRY     -  US
 RL1375  USGS QUAD   -  BERGLAND NE (2017)
 RL1375
 RL1375                         *CURRENT SURVEY CONTROL
 RL1375  ______________________________________________________________________
 RL1375* NAD 83(1986) POSITION- 46 44 00.     (N) 089 33 47.     (W)   SCALED
 RL1375* NAVD 88 ORTHO HEIGHT -   301.378 (meters)      988.77  (feet) ADJUSTED
 RL1375  ______________________________________________________________________
 RL1375  GEOID HEIGHT    -        -30.916 (meters)                     GEOID18
 RL1375  DYNAMIC HEIGHT  -        301.417 (meters)      988.90  (feet) COMP
 RL1375  MODELED GRAVITY -    980,733.7   (mgal)                       NAVD 88
 RL1375
 RL1375  VERT ORDER      -  SECOND    CLASS 0
 RL1375
 RL1375.The horizontal coordinates were scaled from a map and have
 RL1375.an estimated accuracy of +/- 6 seconds.
 RL1375
 RL1375.The orthometric height was determined by differential leveling and
 RL1375.adjusted by the NATIONAL GEODETIC SURVEY
 RL1375.in June 1991.
 RL1375
 RL1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1375.GEOID18 height accuracy estimate available here.
 RL1375
 RL1375.Click photographs - Photos may exist for this station.
 RL1375
 RL1375.The dynamic height is computed by dividing the NAVD 88
 RL1375.geopotential number by the normal gravity value computed on the
 RL1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1375.degrees latitude (g = 980.6199 gals.).
 RL1375
 RL1375.The modeled gravity was interpolated from observed gravity values.
 RL1375
 RL1375;                    North         East    Units  Estimated Accuracy
 RL1375;SPC MI N     -   219,900.    7,804,140.      MT  (+/- 180 meters Scaled)
 RL1375
 RL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041787(NAD 83)
 RL1375
 RL1375                          SUPERSEDED SURVEY CONTROL
 RL1375
 RL1375  NGVD 29 (??/??/92)  301.406  (m)          988.86   (f) ADJ UNCH    2 0
 RL1375
 RL1375.Superseded values are not recommended for survey control.
 RL1375
 RL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1375.See file dsdata.pdf to determine how the superseded data were derived.
 RL1375
 RL1375_MARKER: DB = BENCH MARK DISK
 RL1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1375_SP_SET: BRIDGE
 RL1375_STAMPING: B 131 1948
 RL1375_MARK LOGO: CGS
 RL1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1375+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 RL1375
 RL1375  HISTORY     - Date     Condition        Report By
 RL1375  HISTORY     - 1948     MONUMENTED       CGS
 RL1375  HISTORY     - 1987     GOOD             USPSQD
 RL1375  HISTORY     - 1989     GOOD             USPSQD
 RL1375  HISTORY     - 19950613 GOOD             USPSQD
 RL1375  HISTORY     - 20000801 GOOD             MIDT
 RL1375  HISTORY     - 20040804 GOOD             USPSQD
 RL1375
 RL1375                          STATION DESCRIPTION
 RL1375
 RL1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1375'1.4 MI S FROM WHITE PINE.
 RL1375'ABOUT 1.45 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1375'AT WHITE PINE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 RL1375'SOUTHWEST CONCRETE HEAD WALL OF A 37-FOOT CONCRETE BRIDGE
 RL1375'NO. 1810-F OVER MINERAL RIVER, 22 FEET SOUTHWEST OF AND ABOUT
 RL1375'1 FOOT ABOVE THE CENTER LINE OF THE ROAD.
 RL1375
 RL1375                          STATION RECOVERY (1987)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (1989)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (1995)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (2000)
 RL1375
 RL1375'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (2004)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0485 ***********************************************************************
 RM0485  DESIGNATION -  B 132
 RM0485  PID         -  RM0485
 RM0485  STATE/COUNTY-  MI/GOGEBIC
 RM0485  COUNTRY     -  US
 RM0485  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 RM0485
 RM0485                         *CURRENT SURVEY CONTROL
 RM0485  ______________________________________________________________________
 RM0485* NAD 83(1986) POSITION- 46 39 21.42   (N) 090 00 21.79   (W)   HD_HELD1
 RM0485* NAVD 88 ORTHO HEIGHT -   274.713 (meters)      901.29  (feet) ADJUSTED
 RM0485  ______________________________________________________________________
 RM0485  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 RM0485  DYNAMIC HEIGHT  -        274.747 (meters)      901.40  (feet) COMP
 RM0485  MODELED GRAVITY -    980,730.6   (mgal)                       NAVD 88
 RM0485
 RM0485  VERT ORDER      -  SECOND    CLASS 0
 RM0485
 RM0485.The horizontal coordinates were determined by differentially corrected
 RM0485.hand held GPS observations or other comparable positioning techniques
 RM0485.and have an estimated accuracy of +/- 3 meters.
 RM0485
 RM0485.The orthometric height was determined by differential leveling and
 RM0485.adjusted by the NATIONAL GEODETIC SURVEY
 RM0485.in June 1991.
 RM0485
 RM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0485.GEOID18 height accuracy estimate available here.
 RM0485
 RM0485.Click photographs - Photos may exist for this station.
 RM0485
 RM0485.The dynamic height is computed by dividing the NAVD 88
 RM0485.geopotential number by the normal gravity value computed on the
 RM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0485.degrees latitude (g = 980.6199 gals.).
 RM0485
 RM0485.The modeled gravity was interpolated from observed gravity values.
 RM0485
 RM0485;                    North         East    Units  Estimated Accuracy
 RM0485;SPC MI N     -   212,494.4   7,769,980.9     MT  (+/- 3 meters HH1 GPS) 
 RM0485
 RM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2906771286(NAD 83)
 RM0485
 RM0485                          SUPERSEDED SURVEY CONTROL
 RM0485
 RM0485  NGVD 29 (??/??/92)  274.748  (m)          901.40   (f) ADJ UNCH    2 0
 RM0485
 RM0485.Superseded values are not recommended for survey control.
 RM0485
 RM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0485.See file dsdata.pdf to determine how the superseded data were derived.
 RM0485
 RM0485_MARKER: DB = BENCH MARK DISK
 RM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0485_STAMPING: B 132 1948
 RM0485_MARK LOGO: CGS
 RM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0485+STABILITY: SURFACE MOTION
 RM0485
 RM0485  HISTORY     - Date     Condition        Report By
 RM0485  HISTORY     - 1948     MONUMENTED       CGS
 RM0485
 RM0485                          STATION DESCRIPTION
 RM0485
 RM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0485'12.8 MI NW FROM THOMASTON.
 RM0485'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM
 RM0485'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RM0485'IN THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING
 RM0485'GRAVEL ROAD, THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL
 RM0485'204 FEET WEST OF A 3-FOOT WOODEN CULVERT ON TRAIL, ABOUT 90
 RM0485'YARDS EAST OF THE JUNCTION OF A DIM TRAIL LEADING WEST AND A
 RM0485'CURVE IN MAIN TRAIL WITH TANGENTS EAST AND NORTHWEST, 98 FEET
 RM0485'EAST OF THE EAST BANK OF A SMALL CREEK, 25 FEET SOUTH OF THE
 RM0485'TRAIL, 21 FEET NORTHWEST OF A TRIANGULAR BLAZED 10-INCH HEMLOCK
 RM0485'TREE, 41 FEET NORTHEAST OF A TRIANGULAR BLAZED 5 TRUNKED 5-INCH
 RM0485'WILD CHERRY TREE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 RM0485'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0046 ***********************************************************************
 RM0046  DESIGNATION -  B 133
 RM0046  PID         -  RM0046
 RM0046  STATE/COUNTY-  MI/GOGEBIC
 RM0046  COUNTRY     -  US
 RM0046  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0046
 RM0046                         *CURRENT SURVEY CONTROL
 RM0046  ______________________________________________________________________
 RM0046* NAD 83(1986) POSITION- 46 32 07.12   (N) 090 09 21.55   (W)   HD_HELD1
 RM0046* NAVD 88 ORTHO HEIGHT -   368.986 (meters)     1210.58  (feet) ADJUSTED
 RM0046  ______________________________________________________________________
 RM0046  GEOID HEIGHT    -        -30.581 (meters)                     GEOID18
 RM0046  DYNAMIC HEIGHT  -        369.018 (meters)     1210.69  (feet) COMP
 RM0046  MODELED GRAVITY -    980,689.1   (mgal)                       NAVD 88
 RM0046
 RM0046  VERT ORDER      -  SECOND    CLASS I
 RM0046
 RM0046.The horizontal coordinates were determined by differentially corrected
 RM0046.hand held GPS observations or other comparable positioning techniques
 RM0046.and have an estimated accuracy of +/- 3 meters.
 RM0046
 RM0046.The orthometric height was determined by differential leveling and
 RM0046.adjusted by the NATIONAL GEODETIC SURVEY
 RM0046.in December 2018.
 RM0046
 RM0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0046.GEOID18 height accuracy estimate available here.
 RM0046
 RM0046.Click photographs - Photos may exist for this station.
 RM0046
 RM0046.The dynamic height is computed by dividing the NAVD 88
 RM0046.geopotential number by the normal gravity value computed on the
 RM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0046.degrees latitude (g = 980.6199 gals.).
 RM0046
 RM0046.The modeled gravity was interpolated from observed gravity values.
 RM0046
 RM0046;                    North         East    Units  Estimated Accuracy
 RM0046;SPC MI N     -   199,541.5   7,757,980.4     MT  (+/- 3 meters HH1 GPS) 
 RM0046
 RM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1808057456(NAD 83)
 RM0046
 RM0046                          SUPERSEDED SURVEY CONTROL
 RM0046
 RM0046  NAVD 88 (06/15/91)  368.981  (m)         1210.57   (f) SUPERSEDED  2 0
 RM0046  NGVD 29 (??/??/92)  369.005  (m)         1210.64   (f) ADJ UNCH    2 0
 RM0046
 RM0046.Superseded values are not recommended for survey control.
 RM0046
 RM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0046.See file dsdata.pdf to determine how the superseded data were derived.
 RM0046
 RM0046_MARKER: DB = BENCH MARK DISK
 RM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0046_STAMPING: B 133 1948
 RM0046_MARK LOGO: CGS
 RM0046_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0046+STABILITY: SURFACE MOTION
 RM0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0046+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 RM0046
 RM0046  HISTORY     - Date     Condition        Report By
 RM0046  HISTORY     - 1948     MONUMENTED       CGS
 RM0046  HISTORY     - 1987     GOOD             USPSQD
 RM0046  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0046  HISTORY     - 20020613 GOOD             USPSQD
 RM0046  HISTORY     - 20180712 GOOD             WIDT
 RM0046
 RM0046                          STATION DESCRIPTION
 RM0046
 RM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0046'1.7 MI N FROM NORTH IRONWOOD.
 RM0046'ABOUT 1.7 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0046'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0046'IRONWOOD, ABOUT 0.5 MILE SOUTH OF A ROAD EAST, 180 FEET NORTH OF A
 RM0046'POWER POLE WITH TRANSFORMER, 113 FEET EAST-SOUTHEAST AND ACROSS THE
 RM0046'ROAD FROM THE SOUTHEAST CORNER OF A WHITE HOUSE, 138 FEET NORTHEAST
 RM0046'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF AN IMMITATION
 RM0046'BRICK GARAGE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RM0046'NORTH OF A FOREST SERVICE LOCATION POST, 11 FEET NORTH OF A FENCE
 RM0046'CORNER, 1 1/2 FEET WEST OF THE FENCE LINE, 1 FOOT ABOVE THE ROAD
 RM0046'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RM0046
 RM0046                          STATION RECOVERY (1987)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0046'RECOVERED IN GOOD CONDITION.
 RM0046
 RM0046                          STATION RECOVERY (1996)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0046'MARK NOT FOUND.
 RM0046
 RM0046                          STATION RECOVERY (2002)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0046'RECOVERED IN GOOD CONDITION.
 RM0046
 RM0046                          STATION RECOVERY (2018)
 RM0046
 RM0046'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1318 ***********************************************************************
 RL1318  DESIGNATION -  B 134
 RL1318  PID         -  RL1318
 RL1318  STATE/COUNTY-  MI/ONTONAGON
 RL1318  COUNTRY     -  US
 RL1318  USGS QUAD   -  MERRIWEATHER (2017)
 RL1318
 RL1318                         *CURRENT SURVEY CONTROL
 RL1318  ______________________________________________________________________
 RL1318* NAD 83(1986) POSITION- 46 35 48.     (N) 089 42 00.     (W)   SCALED
 RL1318* NAVD 88 ORTHO HEIGHT -   422.672 (meters)     1386.72  (feet) ADJUSTED
 RL1318  ______________________________________________________________________
 RL1318  GEOID HEIGHT    -        -30.715 (meters)                     GEOID18
 RL1318  DYNAMIC HEIGHT  -        422.706 (meters)     1386.83  (feet) COMP
 RL1318  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 RL1318
 RL1318  VERT ORDER      -  SECOND    CLASS 0
 RL1318
 RL1318.The horizontal coordinates were scaled from a map and have
 RL1318.an estimated accuracy of +/- 6 seconds.
 RL1318
 RL1318.The orthometric height was determined by differential leveling and
 RL1318.adjusted by the NATIONAL GEODETIC SURVEY
 RL1318.in June 1991.
 RL1318
 RL1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1318.GEOID18 height accuracy estimate available here.
 RL1318
 RL1318.Click photographs - Photos may exist for this station.
 RL1318
 RL1318.The dynamic height is computed by dividing the NAVD 88
 RL1318.geopotential number by the normal gravity value computed on the
 RL1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1318.degrees latitude (g = 980.6199 gals.).
 RL1318
 RL1318.The modeled gravity was interpolated from observed gravity values.
 RL1318
 RL1318;                    North         East    Units  Estimated Accuracy
 RL1318;SPC MI N     -   205,070.    7,793,170.      MT  (+/- 180 meters Scaled)
 RL1318
 RL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS931638(NAD 83)
 RL1318
 RL1318                          SUPERSEDED SURVEY CONTROL
 RL1318
 RL1318  NGVD 29 (??/??/92)  422.686  (m)         1386.76   (f) ADJ UNCH    2 0
 RL1318
 RL1318.Superseded values are not recommended for survey control.
 RL1318
 RL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1318.See file dsdata.pdf to determine how the superseded data were derived.
 RL1318
 RL1318_MARKER: DB = BENCH MARK DISK
 RL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1318_STAMPING: B 134 1948
 RL1318_MARK LOGO: CGS
 RL1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1318+STABILITY: SURFACE MOTION
 RL1318
 RL1318  HISTORY     - Date     Condition        Report By
 RL1318  HISTORY     - 1948     MONUMENTED       CGS
 RL1318  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1318  HISTORY     - 1985     GOOD             NGS
 RL1318  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1318  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1318
 RL1318                          STATION DESCRIPTION
 RL1318
 RL1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1318'4.3 MI NW FROM MERRIWEATHER.
 RL1318'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1318'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 2.75 MILES
 RL1318'NORTH ALONG A LOGGING ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF
 RL1318'A ROAD SOUTHWEST TO INKALA, IN A SMALL CLEARING ABOUT MIDWAYS
 RL1318'ALONG A SHORT NORTH-SOUTH TANGENT, 109 FEET SOUTH OF THE EAST
 RL1318'END OF A 24-INCH WOODEN CULVERT, 27 FEET EAST OF THE CENTER
 RL1318'LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL1318'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1318'PROJECTING 4 INCHES.
 RL1318
 RL1318                          STATION RECOVERY (1976)
 RL1318
 RL1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1318'MARK NOT FOUND.
 RL1318
 RL1318                          STATION RECOVERY (1985)
 RL1318
 RL1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1318'RECOVERED IN GOOD CONDITION.
 RL1318
 RL1318                          STATION RECOVERY (1988)
 RL1318
 RL1318'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1318'MARK NOT FOUND.
 RL1318
 RL1318                          STATION RECOVERY (2001)
 RL1318
 RL1318'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1347 ***********************************************************************
 RL1347  DESIGNATION -  B 136
 RL1347  PID         -  RL1347
 RL1347  STATE/COUNTY-  MI/ONTONAGON
 RL1347  COUNTRY     -  US
 RL1347  USGS QUAD   -  WHITE PINE (2017)
 RL1347
 RL1347                         *CURRENT SURVEY CONTROL
 RL1347  ______________________________________________________________________
 RL1347* NAD 83(1986) POSITION- 46 46 29.     (N) 089 37 18.     (W)   SCALED
 RL1347* NAVD 88 ORTHO HEIGHT -   283.615 (meters)      930.49  (feet) ADJUSTED
 RL1347  ______________________________________________________________________
 RL1347  GEOID HEIGHT    -        -30.873 (meters)                     GEOID18
 RL1347  DYNAMIC HEIGHT  -        283.654 (meters)      930.62  (feet) COMP
 RL1347  MODELED GRAVITY -    980,743.4   (mgal)                       NAVD 88
 RL1347
 RL1347  VERT ORDER      -  SECOND    CLASS 0
 RL1347
 RL1347.The horizontal coordinates were scaled from a map and have
 RL1347.an estimated accuracy of +/- 6 seconds.
 RL1347
 RL1347.The orthometric height was determined by differential leveling and
 RL1347.adjusted by the NATIONAL GEODETIC SURVEY
 RL1347.in June 1991.
 RL1347
 RL1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1347.GEOID18 height accuracy estimate available here.
 RL1347
 RL1347.Click photographs - Photos may exist for this station.
 RL1347
 RL1347.The dynamic height is computed by dividing the NAVD 88
 RL1347.geopotential number by the normal gravity value computed on the
 RL1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1347.degrees latitude (g = 980.6199 gals.).
 RL1347
 RL1347.The modeled gravity was interpolated from observed gravity values.
 RL1347
 RL1347;                    North         East    Units  Estimated Accuracy
 RL1347;SPC MI N     -   224,650.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1347
 RL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998834(NAD 83)
 RL1347
 RL1347                          SUPERSEDED SURVEY CONTROL
 RL1347
 RL1347  NGVD 29 (??/??/92)  283.643  (m)          930.59   (f) ADJ UNCH    2 0
 RL1347
 RL1347.Superseded values are not recommended for survey control.
 RL1347
 RL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1347.See file dsdata.pdf to determine how the superseded data were derived.
 RL1347
 RL1347_MARKER: DB = BENCH MARK DISK
 RL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1347_STAMPING: B 136 1948
 RL1347_MARK LOGO: CGS
 RL1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1347+STABILITY: SURFACE MOTION
 RL1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1347+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 RL1347
 RL1347  HISTORY     - Date     Condition        Report By
 RL1347  HISTORY     - 1948     MONUMENTED       CGS
 RL1347  HISTORY     - 1976     GOOD             USGS
 RL1347  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1347  HISTORY     - 20040718 GOOD             GEOCAC
 RL1347  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1347
 RL1347                          STATION DESCRIPTION
 RL1347
 RL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1347'5.7 MI SW FROM SILVER CITY.
 RL1347'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS INTERSECTION
 RL1347'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.1 MILES SOUTH ALONG
 RL1347'THE NONESUCH MINE ROAD, 0.4 MILE NORTH OF A 60-FOOT STEEL TRUSS
 RL1347'BRIDGE, AT THE SOUTH EDGE OF A VERY SMALL CLEARING, 42 FEET
 RL1347'NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT WOODEN BRIDGE,
 RL1347'44 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH-NORTHEAST
 RL1347'OF A 20-INCH MAPLE TREE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN
 RL1347'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL1347'CONCRETE POST PROJECTING 6 INCHES.
 RL1347
 RL1347                          STATION RECOVERY (1976)
 RL1347
 RL1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1347'ABOUT 2.6 MI WEST ALONG STATE HWY. 107 FROM ITS INTERSECTION WITH
 RL1347'STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.1 MILES SOUTH ALONG THE
 RL1347'SOUTH BOUNDARY ROAD, 37 FT N AND 99 FT E OF CENTERLINE RD AT CUL.,
 RL1347'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1347'PROJECTING 6 INCHES.
 RL1347
 RL1347                          STATION RECOVERY (1988)
 RL1347
 RL1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1347'MARK NOT FOUND.
 RL1347
 RL1347                          STATION RECOVERY (2004)
 RL1347
 RL1347'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1347'MARK IS 1 FT WEST OF METAL WITNESS POST WITH SIGN ATTACHED. LOCATED IN
 RL1347'HEAVY BRUSH, NOT VISIBLE FROM ROAD.  MARK IS NOW ABOUT 6 FEET MORE OR
 RL1347'LESS, BELOW LEVEL WITH SOUTH BOUNDARY ROAD.
 RL1347'
 RL1347'--NOTE--
 RL1347'USGS 1976 REFERENCE TO 'CUL', MEANS CULVERT, FOR SMALL STREAM CROSSING
 RL1347'ROAD WHICH REPLACED THE CIRCA 1948 WOODEN BRIDGE.
 RL1347
 RL1347                          STATION RECOVERY (2004)
 RL1347
 RL1347'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0879 ***********************************************************************
 RL0879  DESIGNATION -  B 137
 RL0879  PID         -  RL0879
 RL0879  STATE/COUNTY-  MI/ONTONAGON
 RL0879  COUNTRY     -  US
 RL0879  USGS QUAD   -  MCKEEVER (2017)
 RL0879
 RL0879                         *CURRENT SURVEY CONTROL
 RL0879  ______________________________________________________________________
 RL0879* NAD 83(1986) POSITION- 46 44 10.     (N) 089 06 53.     (W)   SCALED
 RL0879* NAVD 88 ORTHO HEIGHT -   312.868 (meters)     1026.47  (feet) ADJUSTED
 RL0879  ______________________________________________________________________
 RL0879  GEOID HEIGHT    -        -32.051 (meters)                     GEOID18
 RL0879  DYNAMIC HEIGHT  -        312.895 (meters)     1026.56  (feet) COMP
 RL0879  MODELED GRAVITY -    980,690.2   (mgal)                       NAVD 88
 RL0879
 RL0879  VERT ORDER      -  SECOND    CLASS 0
 RL0879
 RL0879.The horizontal coordinates were scaled from a map and have
 RL0879.an estimated accuracy of +/- 6 seconds.
 RL0879
 RL0879.The orthometric height was determined by differential leveling and
 RL0879.adjusted by the NATIONAL GEODETIC SURVEY
 RL0879.in June 1991.
 RL0879
 RL0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0879.GEOID18 height accuracy estimate available here.
 RL0879
 RL0879.Click photographs - Photos may exist for this station.
 RL0879
 RL0879.The dynamic height is computed by dividing the NAVD 88
 RL0879.geopotential number by the normal gravity value computed on the
 RL0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0879.degrees latitude (g = 980.6199 gals.).
 RL0879
 RL0879.The modeled gravity was interpolated from observed gravity values.
 RL0879
 RL0879;                    North         East    Units  Estimated Accuracy
 RL0879;SPC MI N     -   219,200.    7,838,400.      MT  (+/- 180 meters Scaled)
 RL0879
 RL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS384780(NAD 83)
 RL0879
 RL0879                          SUPERSEDED SURVEY CONTROL
 RL0879
 RL0879  NGVD 29 (??/??/92)  312.876  (m)         1026.49   (f) ADJ UNCH    2 0
 RL0879
 RL0879.Superseded values are not recommended for survey control.
 RL0879
 RL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0879.See file dsdata.pdf to determine how the superseded data were derived.
 RL0879
 RL0879_MARKER: DB = BENCH MARK DISK
 RL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0879_STAMPING: B 137 1948
 RL0879_MARK LOGO: CGS
 RL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0879+STABILITY: SURFACE MOTION
 RL0879
 RL0879  HISTORY     - Date     Condition        Report By
 RL0879  HISTORY     - 1948     MONUMENTED       CGS
 RL0879  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0879  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0879  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0879  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0879
 RL0879                          STATION DESCRIPTION
 RL0879
 RL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0879'2.6 MI SW FROM MASS.
 RL0879'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0879'CROSSROAD AND THE CO-OP STORE AT MASS, ABOUT 0.6 MILE NORTHWEST
 RL0879'OF A SIDE ROAD SOUTH, AT THE OUTSIDE OF A LONG CURVE WITH
 RL0879'TANGENTS WEST AND NORTHEAST, AT THE EAST END OF A LARGE CLEARING
 RL0879'ON SOUTH SIDE OF THE WEST TANGENT, 65 FEET EAST OF THE 1ST
 RL0879'TELEPHONE POLE EAST OF CURVE, 8 FEET WEST-NORTHWEST OF A 10-INCH
 RL0879'TRIANGULAR BLAZED BIRCH TREE, 35 FEET SOUTHEAST OF THE CENTER
 RL0879'LINE OF THE HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0879'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL0879'CONCRETE POST PROJECTING 2 INCHES.
 RL0879
 RL0879                          STATION RECOVERY (1977)
 RL0879
 RL0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (1988)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (2001)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (2004)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0879'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0790 ***********************************************************************
 RL0790  DESIGNATION -  B 138
 RL0790  PID         -  RL0790
 RL0790  STATE/COUNTY-  MI/ONTONAGON
 RL0790  COUNTRY     -  US
 RL0790  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0790
 RL0790                         *CURRENT SURVEY CONTROL
 RL0790  ______________________________________________________________________
 RL0790* NAD 83(1986) POSITION- 46 31 01.     (N) 089 10 53.     (W)   SCALED
 RL0790* NAVD 88 ORTHO HEIGHT -   354.849 (meters)     1164.20  (feet) ADJUSTED
 RL0790  ______________________________________________________________________
 RL0790  GEOID HEIGHT    -        -31.962 (meters)                     GEOID18
 RL0790  DYNAMIC HEIGHT  -        354.860 (meters)     1164.24  (feet) COMP
 RL0790  MODELED GRAVITY -    980,634.3   (mgal)                       NAVD 88
 RL0790
 RL0790  VERT ORDER      -  SECOND    CLASS 0
 RL0790
 RL0790.The horizontal coordinates were scaled from a map and have
 RL0790.an estimated accuracy of +/- 6 seconds.
 RL0790
 RL0790.The orthometric height was determined by differential leveling and
 RL0790.adjusted by the NATIONAL GEODETIC SURVEY
 RL0790.in June 1991.
 RL0790
 RL0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0790.GEOID18 height accuracy estimate available here.
 RL0790
 RL0790.Click photographs - Photos may exist for this station.
 RL0790
 RL0790.The dynamic height is computed by dividing the NAVD 88
 RL0790.geopotential number by the normal gravity value computed on the
 RL0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0790.degrees latitude (g = 980.6199 gals.).
 RL0790
 RL0790.The modeled gravity was interpolated from observed gravity values.
 RL0790
 RL0790;                    North         East    Units  Estimated Accuracy
 RL0790;SPC MI N     -   194,980.    7,832,640.      MT  (+/- 180 meters Scaled)
 RL0790
 RL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326537(NAD 83)
 RL0790
 RL0790                          SUPERSEDED SURVEY CONTROL
 RL0790
 RL0790  NGVD 29 (??/??/92)  354.864  (m)         1164.25   (f) ADJ UNCH    2 0
 RL0790
 RL0790.Superseded values are not recommended for survey control.
 RL0790
 RL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0790.See file dsdata.pdf to determine how the superseded data were derived.
 RL0790
 RL0790_MARKER: DB = BENCH MARK DISK
 RL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0790_STAMPING: B 138 1948
 RL0790_MARK LOGO: CGS
 RL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0790+STABILITY: SURFACE MOTION
 RL0790
 RL0790  HISTORY     - Date     Condition        Report By
 RL0790  HISTORY     - 1948     MONUMENTED       CGS
 RL0790  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0790  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0790  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0790
 RL0790                          STATION DESCRIPTION
 RL0790
 RL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0790'1.4 MI S FROM BRUCES CROSSING.
 RL0790'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0790'OF STATE HIGHWAY 28 AT BRUCES CROSSING, THENCE ABOUT 0.15
 RL0790'MILE WEST ALONG A GRAVEL DRIVE, AT THE UPPER PENINSULA AIRPORT,
 RL0790'35 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED BARN, 118
 RL0790'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH ONE OF A GROUP
 RL0790'OF SMALL HANGARS, 54 FEET WEST OF A FENCE CORNER, 27 FEET EAST
 RL0790'OF THE CENTER LINE OF A DRIVE TO HANGARS, 13 FEET NORTHWEST
 RL0790'OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0790'1 FOOT BELOW THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 RL0790'PROJECTING 6 INCHES.
 RL0790
 RL0790                          STATION RECOVERY (1978)
 RL0790
 RL0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1985)
 RL0790
 RL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1987)
 RL0790
 RL0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1996)
 RL0790
 RL0790'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0755 ***********************************************************************
 RL0755  DESIGNATION -  B 139
 RL0755  PID         -  RL0755
 RL0755  STATE/COUNTY-  MI/ONTONAGON
 RL0755  COUNTRY     -  US
 RL0755  USGS QUAD   -  FIRESTEEL (2017)
 RL0755
 RL0755                         *CURRENT SURVEY CONTROL
 RL0755  ______________________________________________________________________
 RL0755* NAD 83(1986) POSITION- 46 51 57.     (N) 089 10 51.     (W)   SCALED
 RL0755* NAVD 88 ORTHO HEIGHT -   212.194 (meters)      696.17  (feet) ADJUSTED
 RL0755  ______________________________________________________________________
 RL0755  GEOID HEIGHT    -        -31.726 (meters)                     GEOID18
 RL0755  DYNAMIC HEIGHT  -        212.226 (meters)      696.28  (feet) COMP
 RL0755  MODELED GRAVITY -    980,755.1   (mgal)                       NAVD 88
 RL0755
 RL0755  VERT ORDER      -  SECOND    CLASS 0
 RL0755
 RL0755.The horizontal coordinates were scaled from a map and have
 RL0755.an estimated accuracy of +/- 6 seconds.
 RL0755
 RL0755.The orthometric height was determined by differential leveling and
 RL0755.adjusted by the NATIONAL GEODETIC SURVEY
 RL0755.in June 1991.
 RL0755
 RL0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0755.GEOID18 height accuracy estimate available here.
 RL0755
 RL0755.Click photographs - Photos may exist for this station.
 RL0755
 RL0755.The dynamic height is computed by dividing the NAVD 88
 RL0755.geopotential number by the normal gravity value computed on the
 RL0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0755.degrees latitude (g = 980.6199 gals.).
 RL0755
 RL0755.The modeled gravity was interpolated from observed gravity values.
 RL0755
 RL0755;                    North         East    Units  Estimated Accuracy
 RL0755;SPC MI N     -   233,750.    7,833,750.      MT  (+/- 180 meters Scaled)
 RL0755
 RL0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS337925(NAD 83)
 RL0755
 RL0755                          SUPERSEDED SURVEY CONTROL
 RL0755
 RL0755  NGVD 29 (??/??/92)  212.221  (m)          696.26   (f) ADJ UNCH    2 0
 RL0755
 RL0755.Superseded values are not recommended for survey control.
 RL0755
 RL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0755.See file dsdata.pdf to determine how the superseded data were derived.
 RL0755
 RL0755_MARKER: DB = BENCH MARK DISK
 RL0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0755_STAMPING: B 139 1948
 RL0755_MARK LOGO: CGS
 RL0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0755+STABILITY: SURFACE MOTION
 RL0755
 RL0755  HISTORY     - Date     Condition        Report By
 RL0755  HISTORY     - 1948     MONUMENTED       CGS
 RL0755  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0755  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 19970522 MARK NOT FOUND   MIDT
 RL0755  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0755
 RL0755                          STATION DESCRIPTION
 RL0755
 RL0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0755'6.3 MI E FROM ONTONAGON.
 RL0755'ABOUT 6.3 MILES EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 RL0755'AT ONTONAGON, ABOUT 0.75 MILE WEST OF A CROSS ROAD, SET AT THE
 RL0755'JUNCTION OF A ROAD NORTH, 25 FEET NORTH OF THE CENTER LINE OF
 RL0755'THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 RL0755'61 FEET NORTH OF THE NORTHWEST CORNER OF A 3-CAR GARAGE, 62 FEET
 RL0755'NORTH-NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE WITH
 RL0755'TRANSFORMER, 13 FEET EAST OF THE PROLONGED CENTER LINE OF A
 RL0755'DRIVE SOUTH TO BARN YARD, 3 FEET EAST OF A NORTH-SOUTH FENCE
 RL0755'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RL0755'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0755'6 INCHES.
 RL0755
 RL0755                          STATION RECOVERY (1977)
 RL0755
 RL0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1987)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1996)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1997)
 RL0755
 RL0755'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0755'THERE HAS BEEN ROAD CONSTRUCTION IN THE AREA.
 RL0755
 RL0755                          STATION RECOVERY (2001)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (2004)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0215 ***********************************************************************
 PL0215  DESIGNATION -  B 14
 PL0215  PID         -  PL0215
 PL0215  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0215  COUNTRY     -  US
 PL0215  USGS QUAD   -  FIFE LAKE (2017)
 PL0215
 PL0215                         *CURRENT SURVEY CONTROL
 PL0215  ______________________________________________________________________
 PL0215* NAD 83(1986) POSITION- 44 32 45.     (N) 085 20 53.     (W)   SCALED
 PL0215* NAVD 88 ORTHO HEIGHT -   315.357 (meters)     1034.63  (feet) ADJUSTED
 PL0215  ______________________________________________________________________
 PL0215  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 PL0215  DYNAMIC HEIGHT  -        315.325 (meters)     1034.53  (feet) COMP
 PL0215  MODELED GRAVITY -    980,505.6   (mgal)                       NAVD 88
 PL0215
 PL0215  VERT ORDER      -  FIRST     CLASS II
 PL0215
 PL0215.The horizontal coordinates were scaled from a map and have
 PL0215.an estimated accuracy of +/- 6 seconds.
 PL0215
 PL0215.The orthometric height was determined by differential leveling and
 PL0215.adjusted by the NATIONAL GEODETIC SURVEY
 PL0215.in June 1991.
 PL0215
 PL0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0215.GEOID18 height accuracy estimate available here.
 PL0215
 PL0215.Click photographs - Photos may exist for this station.
 PL0215
 PL0215.The dynamic height is computed by dividing the NAVD 88
 PL0215.geopotential number by the normal gravity value computed on the
 PL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0215.degrees latitude (g = 980.6199 gals.).
 PL0215
 PL0215.The modeled gravity was interpolated from observed gravity values.
 PL0215
 PL0215;                    North         East    Units  Estimated Accuracy
 PL0215;SPC MI C     -   137,060.    5,922,020.      MT  (+/- 180 meters Scaled)
 PL0215
 PL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ312338(NAD 83)
 PL0215
 PL0215                          SUPERSEDED SURVEY CONTROL
 PL0215
 PL0215  NGVD 29 (??/??/92)  315.447  (m)         1034.93   (f) ADJ UNCH    1 2
 PL0215
 PL0215.Superseded values are not recommended for survey control.
 PL0215
 PL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0215.See file dsdata.pdf to determine how the superseded data were derived.
 PL0215
 PL0215_MARKER: DB = BENCH MARK DISK
 PL0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0215_STAMPING: 1034.929 B 14 1916
 PL0215_MARK LOGO: CGS
 PL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0215+STABILITY: SURFACE MOTION
 PL0215
 PL0215  HISTORY     - Date     Condition        Report By
 PL0215  HISTORY     - 1916     MONUMENTED       CGS
 PL0215  HISTORY     - 1934     GOOD             CGS
 PL0215  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0215  HISTORY     - 19831018 MARK NOT FOUND   USGS
 PL0215  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0215
 PL0215                          STATION DESCRIPTION
 PL0215
 PL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0215'3.1 MI E FROM WALTON JUNCTION.
 PL0215'3.1 MILES EAST ALONG THE ABANDONED LINE OF THE MANISTEE AND
 PL0215'NORTHEASTERN RAILROAD FROM WALTON JUNCTION, GRAND TRAVERSE
 PL0215'COUNTY, 0.5 MILE SOUTHWEST OF THE NORTHEAST CORNER OF SEC. 24,
 PL0215'T. 25 N., R. 9 W., AT THE EAST END OF A LONG SHALLOW CUT IN
 PL0215'SAND, AND 15 YARDS SOUTH OF THE FORMER LOCATION OF THE TRACK.
 PL0215'A STANDARD DISK, STAMPED ELEV. 1034.929 FT. B 14 1916 AND SET
 PL0215'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PL0215
 PL0215                          STATION RECOVERY (1983)
 PL0215
 PL0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0215'MARK NOT FOUND.
 PL0215
 PL0215                          STATION RECOVERY (1983)
 PL0215
 PL0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (DEP)
 PL0215'MARK NOT FOUND.
 PL0215
 PL0215                          STATION RECOVERY (1999)
 PL0215
 PL0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1217 ***********************************************************************
 RL1217  DESIGNATION -  B 140
 RL1217  PID         -  RL1217
 RL1217  STATE/COUNTY-  MI/GOGEBIC
 RL1217  COUNTRY     -  US
 RL1217  USGS QUAD   -  WAKEFIELD (2017)
 RL1217
 RL1217                         *CURRENT SURVEY CONTROL
 RL1217  ______________________________________________________________________
 RL1217* NAD 83(1986) POSITION- 46 28 38.82   (N) 089 56 10.27   (W)   HD_HELD1
 RL1217* NAVD 88 ORTHO HEIGHT -   468.621 (meters)     1537.47  (feet) ADJUSTED
 RL1217  ______________________________________________________________________
 RL1217  GEOID HEIGHT    -        -30.747 (meters)                     GEOID18
 RL1217  DYNAMIC HEIGHT  -        468.637 (meters)     1537.52  (feet) COMP
 RL1217  MODELED GRAVITY -    980,633.0   (mgal)                       NAVD 88
 RL1217
 RL1217  VERT ORDER      -  SECOND    CLASS 0
 RL1217
 RL1217.The horizontal coordinates were determined by differentially corrected
 RL1217.hand held GPS observations or other comparable positioning techniques
 RL1217.and have an estimated accuracy of +/- 3 meters.
 RL1217
 RL1217.The orthometric height was determined by differential leveling and
 RL1217.adjusted by the NATIONAL GEODETIC SURVEY
 RL1217.in June 1991.
 RL1217
 RL1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1217.GEOID18 height accuracy estimate available here.
 RL1217
 RL1217.Click photographs - Photos may exist for this station.
 RL1217
 RL1217.The dynamic height is computed by dividing the NAVD 88
 RL1217.geopotential number by the normal gravity value computed on the
 RL1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1217.degrees latitude (g = 980.6199 gals.).
 RL1217
 RL1217.The modeled gravity was interpolated from observed gravity values.
 RL1217
 RL1217;                    North         East    Units  Estimated Accuracy
 RL1217;SPC MI N     -   192,466.8   7,774,589.8     MT  (+/- 3 meters HH1 GPS) 
 RL1217
 RL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7461251287(NAD 83)
 RL1217
 RL1217                          SUPERSEDED SURVEY CONTROL
 RL1217
 RL1217  NGVD 29 (??/??/92)  468.635  (m)         1537.51   (f) ADJ UNCH    2 0
 RL1217
 RL1217.Superseded values are not recommended for survey control.
 RL1217
 RL1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1217.See file dsdata.pdf to determine how the superseded data were derived.
 RL1217
 RL1217_MARKER: DB = BENCH MARK DISK
 RL1217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1217_SP_SET: ARCHWAY
 RL1217_STAMPING: B 140 1948
 RL1217_MARK LOGO: CGS
 RL1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1217
 RL1217  HISTORY     - Date     Condition        Report By
 RL1217  HISTORY     - 1948     MONUMENTED       CGS
 RL1217  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1217  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 20100831 MARK NOT FOUND   MIDT
 RL1217
 RL1217                          STATION DESCRIPTION
 RL1217
 RL1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1217'AT WAKEFIELD.
 RL1217'AT WAKEFIELD, SET VERTICALLY IN THE LOWER PART OF THE CONCRETE
 RL1217'ARCHWAY ON THE WEST SIDE OF THE SOUTH MAIN ENTRANCE TO THE
 RL1217'WAKEFIELD HIGH SCHOOL BUILDING, 6 FEET WEST OF THE CENTER LINE
 RL1217'OF THE ENTRANCE AND 1 FOOT ABOVE THE LEVEL OF THE TOP STEP.
 RL1217
 RL1217                          STATION RECOVERY (1985)
 RL1217
 RL1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1217'THE ENTRANCE AT THE HIGH SCHOOL HAS BEEN BRICKED OVER.
 RL1217
 RL1217                          STATION RECOVERY (1987)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (1995)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (2003)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (2004)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (2010)
 RL1217
 RL1217'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1240 ***********************************************************************
 RL1240  DESIGNATION -  B 141
 RL1240  PID         -  RL1240
 RL1240  STATE/COUNTY-  MI/GOGEBIC
 RL1240  COUNTRY     -  US
 RL1240  USGS QUAD   -  GOGEBIC (2017)
 RL1240
 RL1240                         *CURRENT SURVEY CONTROL
 RL1240  ______________________________________________________________________
 RL1240* NAD 83(1986) POSITION- 46 22 04.     (N) 089 33 28.     (W)   SCALED
 RL1240* NAVD 88 ORTHO HEIGHT -   442.854 (meters)     1452.93  (feet) ADJUSTED
 RL1240  ______________________________________________________________________
 RL1240  GEOID HEIGHT    -        -31.069 (meters)                     GEOID18
 RL1240  DYNAMIC HEIGHT  -        442.866 (meters)     1452.97  (feet) COMP
 RL1240  MODELED GRAVITY -    980,626.2   (mgal)                       NAVD 88
 RL1240
 RL1240  VERT ORDER      -  SECOND    CLASS 0
 RL1240
 RL1240.The horizontal coordinates were scaled from a map and have
 RL1240.an estimated accuracy of +/- 6 seconds.
 RL1240
 RL1240.The orthometric height was determined by differential leveling and
 RL1240.adjusted by the NATIONAL GEODETIC SURVEY
 RL1240.in June 1991.
 RL1240
 RL1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1240.GEOID18 height accuracy estimate available here.
 RL1240
 RL1240.Click photographs - Photos may exist for this station.
 RL1240
 RL1240.The dynamic height is computed by dividing the NAVD 88
 RL1240.geopotential number by the normal gravity value computed on the
 RL1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1240.degrees latitude (g = 980.6199 gals.).
 RL1240
 RL1240.The modeled gravity was interpolated from observed gravity values.
 RL1240
 RL1240;                    North         East    Units  Estimated Accuracy
 RL1240;SPC MI N     -   179,280.    7,803,240.      MT  (+/- 180 meters Scaled)
 RL1240
 RL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS032380(NAD 83)
 RL1240
 RL1240                          SUPERSEDED SURVEY CONTROL
 RL1240
 RL1240  NGVD 29 (??/??/92)  442.867  (m)         1452.97   (f) ADJ UNCH    2 0
 RL1240
 RL1240.Superseded values are not recommended for survey control.
 RL1240
 RL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1240.See file dsdata.pdf to determine how the superseded data were derived.
 RL1240
 RL1240_MARKER: DB = BENCH MARK DISK
 RL1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL1240_SP_SET: BRIDGE ABUTMENT
 RL1240_STAMPING: B 141 1948
 RL1240_MARK LOGO: CGS
 RL1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1240+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 RL1240
 RL1240  HISTORY     - Date     Condition        Report By
 RL1240  HISTORY     - 1948     MONUMENTED       CGS
 RL1240  HISTORY     - 1987     GOOD             USPSQD
 RL1240  HISTORY     - 19950830 GOOD             MIDT
 RL1240  HISTORY     - 19960913 GOOD             MIDT
 RL1240  HISTORY     - 19980427 GOOD             MIDT
 RL1240  HISTORY     - 20110527 GOOD             MIDT
 RL1240
 RL1240                          STATION DESCRIPTION
 RL1240
 RL1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1240'7.6 MI E FROM MARENISCO.
 RL1240'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1240'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1240'6.9 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 0.7 MILE EAST OF A
 RL1240'ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTH END OF THE
 RL1240'WEST ABUTMENT OF THE BRIDGE OVER SLATE RIVER, 24 FEET SOUTH
 RL1240'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE WEST
 RL1240'END OF THE WEST RETAINING WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1240
 RL1240                          STATION RECOVERY (1987)
 RL1240
 RL1240'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1240'RECOVERED IN GOOD CONDITION.
 RL1240
 RL1240                          STATION RECOVERY (1995)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1240'RECOVERED AS DESCRIBED.
 RL1240
 RL1240                          STATION RECOVERY (1996)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1240'RECOVERED AS DESCRIBED.
 RL1240
 RL1240                          STATION RECOVERY (1998)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1240'RECOVERED IN GOOD CONDITION.
 RL1240
 RL1240                          STATION RECOVERY (2011)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (KPK)
 RL1240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0933 ***********************************************************************
 RL0933  DESIGNATION -  B 142
 RL0933  PID         -  RL0933
 RL0933  STATE/COUNTY-  MI/GOGEBIC
 RL0933  COUNTRY     -  US
 RL0933  USGS QUAD   -  WATERSMEET (2017)
 RL0933
 RL0933                         *CURRENT SURVEY CONTROL
 RL0933  ______________________________________________________________________
 RL0933* NAD 83(1986) POSITION- 46 15 49.19   (N) 089 10 46.07   (W)   HD_HELD1
 RL0933* NAVD 88 ORTHO HEIGHT -   492.008 (meters)     1614.20  (feet) ADJUSTED
 RL0933  ______________________________________________________________________
 RL0933  GEOID HEIGHT    -        -31.369 (meters)                     GEOID18
 RL0933  DYNAMIC HEIGHT  -        492.014 (meters)     1614.22  (feet) COMP
 RL0933  MODELED GRAVITY -    980,612.1   (mgal)                       NAVD 88
 RL0933
 RL0933  VERT ORDER      -  SECOND    CLASS 0
 RL0933
 RL0933.The horizontal coordinates were determined by differentially corrected
 RL0933.hand held GPS observations or other comparable positioning techniques
 RL0933.and have an estimated accuracy of +/- 3 meters.
 RL0933
 RL0933.The orthometric height was determined by differential leveling and
 RL0933.adjusted by the NATIONAL GEODETIC SURVEY
 RL0933.in June 1991.
 RL0933
 RL0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0933.GEOID18 height accuracy estimate available here.
 RL0933
 RL0933.Click photographs - Photos may exist for this station.
 RL0933
 RL0933.The dynamic height is computed by dividing the NAVD 88
 RL0933.geopotential number by the normal gravity value computed on the
 RL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0933.degrees latitude (g = 980.6199 gals.).
 RL0933
 RL0933.The modeled gravity was interpolated from observed gravity values.
 RL0933
 RL0933;                    North         East    Units  Estimated Accuracy
 RL0933;SPC MI N     -   166,839.3   7,832,012.7     MT  (+/- 3 meters HH1 GPS) 
 RL0933
 RL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3204425651(NAD 83)
 RL0933
 RL0933                          SUPERSEDED SURVEY CONTROL
 RL0933
 RL0933  NGVD 29 (??/??/92)  492.027  (m)         1614.26   (f) ADJ UNCH    2 0
 RL0933
 RL0933.Superseded values are not recommended for survey control.
 RL0933
 RL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0933.See file dsdata.pdf to determine how the superseded data were derived.
 RL0933
 RL0933_MARKER: DB = BENCH MARK DISK
 RL0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0933_STAMPING: B 142 1948
 RL0933_MARK LOGO: CGS
 RL0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0933+STABILITY: SURFACE MOTION
 RL0933
 RL0933  HISTORY     - Date     Condition        Report By
 RL0933  HISTORY     - 1948     MONUMENTED       CGS
 RL0933  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0933
 RL0933                          STATION DESCRIPTION
 RL0933
 RL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0933'0.4 MI S FROM WATERSMEET.
 RL0933'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0933'AT WATERSMEET, AT THE INTERSECTION OF U.S. HIGHWAY 2, 286 FEET
 RL0933'WEST OF THE CENTER LINE OF HIGHWAY 45, 90 FEET NORTH OF THE
 RL0933'CENTER LINE OF HIGHWAY 2, 104 FEET SOUTHWEST OF THE SOUTHWEST
 RL0933'CORNER OF A GARAGE, 29 FEET NORTHWEST OF THE CENTER LINE OF A
 RL0933'DRIVE WAY TO GARAGE AND SERVICE STATION, 24 FEET NORTH OF THE
 RL0933'WEST END OF A 2-FOOT CONCRETE PIPE CULVERT UNDER DRIVE TO GARAGE,
 RL0933'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0933'HIGHWAY 2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0933'INCHES.
 RL0933
 RL0933                          STATION RECOVERY (1988)
 RL0933
 RL0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0933'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1170 ***********************************************************************
 RL1170  DESIGNATION -  B 144
 RL1170  PID         -  RL1170
 RL1170  STATE/COUNTY-  MI/GOGEBIC
 RL1170  COUNTRY     -  US
 RL1170  USGS QUAD   -  MARENISCO (2017)
 RL1170
 RL1170                         *CURRENT SURVEY CONTROL
 RL1170  ______________________________________________________________________
 RL1170* NAD 83(1986) POSITION- 46 22 54.     (N) 089 41 49.     (W)   SCALED
 RL1170* NAVD 88 ORTHO HEIGHT -   461.633 (meters)     1514.54  (feet) ADJUSTED
 RL1170  ______________________________________________________________________
 RL1170  GEOID HEIGHT    -        -31.030 (meters)                     GEOID18
 RL1170  DYNAMIC HEIGHT  -        461.635 (meters)     1514.55  (feet) COMP
 RL1170  MODELED GRAVITY -    980,604.8   (mgal)                       NAVD 88
 RL1170
 RL1170  VERT ORDER      -  SECOND    CLASS 0
 RL1170
 RL1170.The horizontal coordinates were scaled from a map and have
 RL1170.an estimated accuracy of +/- 6 seconds.
 RL1170
 RL1170.The orthometric height was determined by differential leveling and
 RL1170.adjusted by the NATIONAL GEODETIC SURVEY
 RL1170.in June 1991.
 RL1170
 RL1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1170.GEOID18 height accuracy estimate available here.
 RL1170
 RL1170.Click photographs - Photos may exist for this station.
 RL1170
 RL1170.The dynamic height is computed by dividing the NAVD 88
 RL1170.geopotential number by the normal gravity value computed on the
 RL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1170.degrees latitude (g = 980.6199 gals.).
 RL1170
 RL1170.The modeled gravity was interpolated from observed gravity values.
 RL1170
 RL1170;                    North         East    Units  Estimated Accuracy
 RL1170;SPC MI N     -   181,170.    7,792,590.      MT  (+/- 180 meters Scaled)
 RL1170
 RL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS926399(NAD 83)
 RL1170
 RL1170                          SUPERSEDED SURVEY CONTROL
 RL1170
 RL1170  NGVD 29 (??/??/92)  461.633  (m)         1514.54   (f) ADJ UNCH    2 0
 RL1170
 RL1170.Superseded values are not recommended for survey control.
 RL1170
 RL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1170.See file dsdata.pdf to determine how the superseded data were derived.
 RL1170
 RL1170_MARKER: DB = BENCH MARK DISK
 RL1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1170_SP_SET: FOUNDATION
 RL1170_STAMPING: B 144 1948
 RL1170_MARK LOGO: CGS
 RL1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1170+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 RL1170
 RL1170  HISTORY     - Date     Condition        Report By
 RL1170  HISTORY     - 1948     MONUMENTED       CGS
 RL1170  HISTORY     - 1987     GOOD             USPSQD
 RL1170  HISTORY     - 20040807 GOOD             USPSQD
 RL1170
 RL1170                          STATION DESCRIPTION
 RL1170
 RL1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1170'AT MARENISCO.
 RL1170'AT MARENISCO, SET IN THE EAST FACE OF THE CONCRETE FOUNDATION
 RL1170'OF ST. CATHERINES CATHOLIC CHURCH, 0.7 FOOT SOUTH OF THE NORTHEAST
 RL1170'CORNER AND 1 FOOT ABOVE THE GROUND.
 RL1170
 RL1170                          STATION RECOVERY (1987)
 RL1170
 RL1170'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1170'RECOVERED IN GOOD CONDITION.
 RL1170
 RL1170                          STATION RECOVERY (2004)
 RL1170
 RL1170'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0710 ***********************************************************************
 RL0710  DESIGNATION -  B 147
 RL0710  PID         -  RL0710
 RL0710  STATE/COUNTY-  MI/ONTONAGON
 RL0710  COUNTRY     -  US
 RL0710  USGS QUAD   -  MATCHWOOD (2017)
 RL0710
 RL0710                         *CURRENT SURVEY CONTROL
 RL0710  ______________________________________________________________________
 RL0710* NAD 83(1986) POSITION- 46 33 32.     (N) 089 24 43.     (W)   SCALED
 RL0710* NAVD 88 ORTHO HEIGHT -   375.914 (meters)     1233.31  (feet) ADJUSTED
 RL0710  ______________________________________________________________________
 RL0710  GEOID HEIGHT    -        -31.493 (meters)                     GEOID18
 RL0710  DYNAMIC HEIGHT  -        375.929 (meters)     1233.36  (feet) COMP
 RL0710  MODELED GRAVITY -    980,645.1   (mgal)                       NAVD 88
 RL0710
 RL0710  VERT ORDER      -  SECOND    CLASS 0
 RL0710
 RL0710.The horizontal coordinates were scaled from a map and have
 RL0710.an estimated accuracy of +/- 6 seconds.
 RL0710
 RL0710.The orthometric height was determined by differential leveling and
 RL0710.adjusted by the NATIONAL GEODETIC SURVEY
 RL0710.in June 1991.
 RL0710
 RL0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0710.GEOID18 height accuracy estimate available here.
 RL0710
 RL0710.Click photographs - Photos may exist for this station.
 RL0710
 RL0710.The dynamic height is computed by dividing the NAVD 88
 RL0710.geopotential number by the normal gravity value computed on the
 RL0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0710.degrees latitude (g = 980.6199 gals.).
 RL0710
 RL0710.The modeled gravity was interpolated from observed gravity values.
 RL0710
 RL0710;                    North         East    Units  Estimated Accuracy
 RL0710;SPC MI N     -   200,160.    7,815,100.      MT  (+/- 180 meters Scaled)
 RL0710
 RL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS151589(NAD 83)
 RL0710
 RL0710                          SUPERSEDED SURVEY CONTROL
 RL0710
 RL0710  NGVD 29 (??/??/92)  375.899  (m)         1233.26   (f) ADJ UNCH    2 0
 RL0710
 RL0710.Superseded values are not recommended for survey control.
 RL0710
 RL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0710.See file dsdata.pdf to determine how the superseded data were derived.
 RL0710
 RL0710_MARKER: DB = BENCH MARK DISK
 RL0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0710_STAMPING: B 147 1948
 RL0710_MARK LOGO: CGS
 RL0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0710+STABILITY: SURFACE MOTION
 RL0710
 RL0710  HISTORY     - Date     Condition        Report By
 RL0710  HISTORY     - 1948     MONUMENTED       CGS
 RL0710  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0710  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0710  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0710
 RL0710                          STATION DESCRIPTION
 RL0710
 RL0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0710'0.6 MI W FROM MATCHWOOD.
 RL0710'ABOUT 0.65 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0710'RAILWAY FROM THE ROAD CROSSING AT MATCHWOOD, AT A HOUSE ON NORTH
 RL0710'SIDE OF STATE HIGHWAY 28 WHICH PARALLELS THE TRACK, 72 FEET
 RL0710'SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 RL0710'NORTH TO THE HOUSE, 74 FEET SOUTHEAST OF THE SOUTH END OF AN
 RL0710'18-INCH PIPE CULVERT UNDER THE HIGHWAY, 38 FEET NORTH OF THE
 RL0710'NORTH RAIL OF THE TRACK, 99 FEET WEST-SOUTHWEST OF TELEPHONE
 RL0710'POLE 4427, 2 FEET EAST OF A WHITE WOODEN WITNESS POST 1 FOOT
 RL0710'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0710'4 INCHES.
 RL0710
 RL0710                          STATION RECOVERY (1978)
 RL0710
 RL0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1985)
 RL0710
 RL0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1987)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1996)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (2001)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (2004)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0106 ***********************************************************************
 SG0106  DESIGNATION -  B 148 RESET
 SG0106  PID         -  SG0106
 SG0106  STATE/COUNTY-  MI/HOUGHTON
 SG0106  COUNTRY     -  US
 SG0106  USGS QUAD   -  CHASSELL (2017)
 SG0106
 SG0106                         *CURRENT SURVEY CONTROL
 SG0106  ______________________________________________________________________
 SG0106* NAD 83(1986) POSITION- 47 01 31.4    (N) 088 34 55.9    (W)   HD_HELD2
 SG0106* NAVD 88 ORTHO HEIGHT -   263.34  (+/-2cm)      864.0   (feet) VERTCON3
 SG0106  ______________________________________________________________________
 SG0106  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 SG0106  VERT ORDER      -  THIRD (See Below)
 SG0106
 SG0106.The horizontal coordinates were established by autonomous hand held GPS
 SG0106.observations and have an estimated accuracy of +/- 10 meters.
 SG0106
 SG0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0106
 SG0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0106.GEOID18 height accuracy estimate available here.
 SG0106
 SG0106.The vertical order pertains to the NGVD 29 superseded value.
 SG0106
 SG0106.Click photographs - Photos may exist for this station.
 SG0106
 SG0106;                    North         East    Units  Estimated Accuracy
 SG0106;SPC MI N     -   250,401.    7,879,731.      MT  (+/- 10 meters HH2 GPS)
 SG0106
 SG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7977009200(NAD 83)
 SG0106
 SG0106                          SUPERSEDED SURVEY CONTROL
 SG0106
 SG0106  NGVD 29 (02/05/16)  263.33   (m)          863.9    (f) RESET       3  
 SG0106
 SG0106.Superseded values are not recommended for survey control.
 SG0106
 SG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0106.See file dsdata.pdf to determine how the superseded data were derived.
 SG0106
 SG0106_MARKER: DB = BENCH MARK DISK
 SG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0106_STAMPING: B 148 RESET 1969
 SG0106_MARK LOGO: CGS
 SG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0106+STABILITY: SURFACE MOTION
 SG0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0106+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 SG0106
 SG0106  HISTORY     - Date     Condition        Report By
 SG0106  HISTORY     - 1969     MONUMENTED       CGS
 SG0106  HISTORY     - 20050712 GOOD             GEOCAC
 SG0106
 SG0106                          STATION DESCRIPTION
 SG0106
 SG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SG0106'2.9 MI W FROM CHASSELL.
 SG0106'2.7 MILE WEST ALONG FIFTH STREET FROM ITS INTERSECTION WITH
 SG0106'WILSON MEMORIAL DRIVE IN CHASSELL, SET IN THE TOP OF A ROUND
 SG0106'CONCRETE POST PROJECTING 4 INCHES, 48 FEET EAST OF THE CENTERLINE
 SG0106'OF A DRIVEWAY TO THE HOME OF MR. ELMER KOSKI, 30 FEET NORTH
 SG0106'OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET NORTHWEST OF A
 SG0106'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 SG0106
 SG0106                          STATION RECOVERY (2005)
 SG0106
 SG0106'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0106'NOTE - MEMORIAL DRIVE IN CHASSELL IS US HWY 41.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0573 ***********************************************************************
 RL0573  DESIGNATION -  B 149
 RL0573  PID         -  RL0573
 RL0573  STATE/COUNTY-  MI/HOUGHTON
 RL0573  COUNTRY     -  US
 RL0573  USGS QUAD   -  OTTER LAKE (2017)
 RL0573
 RL0573                         *CURRENT SURVEY CONTROL
 RL0573  ______________________________________________________________________
 RL0573* NAD 83(1986) POSITION- 46 53 42.70   (N) 088 36 15.30   (W)   HD_HELD1
 RL0573* NAVD 88 ORTHO HEIGHT -   214.799 (meters)      704.72  (feet) ADJUSTED
 RL0573  ______________________________________________________________________
 RL0573  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 RL0573  DYNAMIC HEIGHT  -        214.814 (meters)      704.77  (feet) COMP
 RL0573  MODELED GRAVITY -    980,677.4   (mgal)                       NAVD 88
 RL0573
 RL0573  VERT ORDER      -  SECOND    CLASS 0
 RL0573
 RL0573.The horizontal coordinates were determined by differentially corrected
 RL0573.hand held GPS observations or other comparable positioning techniques
 RL0573.and have an estimated accuracy of +/- 3 meters.
 RL0573
 RL0573.The orthometric height was determined by differential leveling and
 RL0573.adjusted by the NATIONAL GEODETIC SURVEY
 RL0573.in June 1991.
 RL0573
 RL0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0573.GEOID18 height accuracy estimate available here.
 RL0573
 RL0573.Click photographs - Photos may exist for this station.
 RL0573
 RL0573.The dynamic height is computed by dividing the NAVD 88
 RL0573.geopotential number by the normal gravity value computed on the
 RL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0573.degrees latitude (g = 980.6199 gals.).
 RL0573
 RL0573.The modeled gravity was interpolated from observed gravity values.
 RL0573
 RL0573;                    North         East    Units  Estimated Accuracy
 RL0573;SPC MI N     -   235,963.9   7,877,762.1     MT  (+/- 3 meters HH1 GPS) 
 RL0573
 RL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7779894766(NAD 83)
 RL0573
 RL0573                          SUPERSEDED SURVEY CONTROL
 RL0573
 RL0573  NGVD 29 (??/??/92)  214.787  (m)          704.68   (f) ADJ UNCH    2 0
 RL0573
 RL0573.Superseded values are not recommended for survey control.
 RL0573
 RL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0573.See file dsdata.pdf to determine how the superseded data were derived.
 RL0573
 RL0573_MARKER: DB = BENCH MARK DISK
 RL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0573_STAMPING: B 149 1948
 RL0573_MARK LOGO: CGS
 RL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0573+STABILITY: SURFACE MOTION
 RL0573
 RL0573  HISTORY     - Date     Condition        Report By
 RL0573  HISTORY     - 1948     MONUMENTED       CGS
 RL0573  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0573
 RL0573                          STATION DESCRIPTION
 RL0573
 RL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0573'3 MI SE FROM TAPIOLA.
 RL0573'2.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0573'THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE
 RL0573'WEST OF THE BRIDGE OVER OTTER RIVER, AT A DRIVE NORTH, 55 FEET
 RL0573'NORTHWEST OF THE CENTER OF THE JUNCTION, 43 FEET WEST OF THE
 RL0573'CENTER LINE OF THE DRIVE, 32 FEET NORTH OF THE CENTER LINE OF
 RL0573'THE ROAD, 10 FEET SOUTH OF A TRIANGULAR BLAZED 22-INCH SPRUCE
 RL0573'TREE, 36 FEET EAST OF THE FIRST POWER POLE EAST OF A POWER POLE
 RL0573'WITH TRANSFORMER AND BRANCH LINE TO HOUSE SOUTH OF ROAD, 114
 RL0573'FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIM ROAD
 RL0573'SOUTH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0573'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0573'6 INCHES.
 RL0573
 RL0573                          STATION RECOVERY (2004)
 RL0573
 RL0573'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0069 ***********************************************************************
 RM0069  DESIGNATION -  B 149 X
 RM0069  PID         -  RM0069
 RM0069  STATE/COUNTY-  MI/GOGEBIC
 RM0069  COUNTRY     -  US
 RM0069  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 RM0069
 RM0069                         *CURRENT SURVEY CONTROL
 RM0069  ______________________________________________________________________
 RM0069* NAD 83(1986) POSITION- 46 39 27.39   (N) 090 01 58.92   (W)   HD_HELD1
 RM0069* NAVD 88 ORTHO HEIGHT -   240.942 (meters)      790.49  (feet) ADJUSTED
 RM0069  ______________________________________________________________________
 RM0069  GEOID HEIGHT    -        -30.651 (meters)                     GEOID18
 RM0069  DYNAMIC HEIGHT  -        240.973 (meters)      790.59  (feet) COMP
 RM0069  MODELED GRAVITY -    980,736.4   (mgal)                       NAVD 88
 RM0069
 RM0069  VERT ORDER      -  SECOND    CLASS 0
 RM0069
 RM0069.The horizontal coordinates were determined by differentially corrected
 RM0069.hand held GPS observations or other comparable positioning techniques
 RM0069.and have an estimated accuracy of +/- 3 meters.
 RM0069
 RM0069.The orthometric height was determined by differential leveling and
 RM0069.adjusted by the NATIONAL GEODETIC SURVEY
 RM0069.in June 1991.
 RM0069
 RM0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0069.GEOID18 height accuracy estimate available here.
 RM0069
 RM0069.Click photographs - Photos may exist for this station.
 RM0069
 RM0069.The dynamic height is computed by dividing the NAVD 88
 RM0069.geopotential number by the normal gravity value computed on the
 RM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0069.degrees latitude (g = 980.6199 gals.).
 RM0069
 RM0069.The modeled gravity was interpolated from observed gravity values.
 RM0069
 RM0069;                    North         East    Units  Estimated Accuracy
 RM0069;SPC MI N     -   212,757.2   7,767,924.4     MT  (+/- 3 meters HH1 GPS) 
 RM0069
 RM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2699671392(NAD 83)
 RM0069
 RM0069                          SUPERSEDED SURVEY CONTROL
 RM0069
 RM0069  NGVD 29 (??/??/92)  240.980  (m)          790.62   (f) ADJ UNCH    2 0
 RM0069
 RM0069.Superseded values are not recommended for survey control.
 RM0069
 RM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0069.See file dsdata.pdf to determine how the superseded data were derived.
 RM0069
 RM0069_MARKER: DB = BENCH MARK DISK
 RM0069_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 RM0069_SP_SET: MAPLE TREE
 RM0069_STAMPING: B 149 X 1948
 RM0069_MARK LOGO: CGS
 RM0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0069
 RM0069  HISTORY     - Date     Condition        Report By
 RM0069  HISTORY     - 1948     MONUMENTED       CGS
 RM0069
 RM0069                          STATION DESCRIPTION
 RM0069
 RM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0069'14.1 MI NW FROM THOMASTON.
 RM0069'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM THE
 RM0069'CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY IN
 RM0069'THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING GRAVEL ROAD,
 RM0069'THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL, THENCE ABOUT 1.35
 RM0069'MILES WEST AND SOUTHWEST ALONG A DIM GRASS TRAIL (NO TRUCK TRAVEL),
 RM0069'ABOUT 0.75 MILE EAST OF THE EAST BANK OF BLACK RIVER, NEAR THE TOP
 RM0069'OF A LONG GRADE DECENDING TO THE NORTHEAST, ABOUT 0.1 MILE SOUTHWEST
 RM0069'OF A FILL OVER TWO CREEKS, SET VERTICALLY IN THE NORTHWEST FACE OF
 RM0069'A 12-INCH TOPPED RED MAPLE TREE, 16.5 FEET SOUTHEAST OF THE CENTER
 RM0069'LINE OF THE TRAIL, 78.5 FEET EAST-NORTHEAST AND ACROSS THE TRAIL
 RM0069'FROM A RAILROAD SPIKE IN THE CENTER OF A TRIANGULAR BLAZE ON A
 RM0069'LONG 7-INCH HEMLOCK TREE WHICH IS GROWING 3 FEET WEST OF A 3-FOOT
 RM0069'STUMP, 3 FEET ABOVE THE GROUND AND ABOUT 7 FEET ABOVE THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0243 ***********************************************************************
 PL0243  DESIGNATION -  B 15
 PL0243  PID         -  PL0243
 PL0243  STATE/COUNTY-  MI/OSCEOLA
 PL0243  COUNTRY     -  US
 PL0243  USGS QUAD   -  LE ROY (2017)
 PL0243
 PL0243                         *CURRENT SURVEY CONTROL
 PL0243  ______________________________________________________________________
 PL0243* NAD 83(1986) POSITION- 44 04 57.     (N) 085 27 09.     (W)   SCALED
 PL0243* NAVD 88 ORTHO HEIGHT -   380.146 (meters)     1247.20  (feet) ADJUSTED
 PL0243  ______________________________________________________________________
 PL0243  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 PL0243  DYNAMIC HEIGHT  -        380.087 (meters)     1247.00  (feet) COMP
 PL0243  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PL0243
 PL0243  VERT ORDER      -  FIRST     CLASS II
 PL0243
 PL0243.The horizontal coordinates were scaled from a map and have
 PL0243.an estimated accuracy of +/- 6 seconds.
 PL0243
 PL0243.The orthometric height was determined by differential leveling and
 PL0243.adjusted by the NATIONAL GEODETIC SURVEY
 PL0243.in June 1991.
 PL0243
 PL0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0243.GEOID18 height accuracy estimate available here.
 PL0243
 PL0243.Click photographs - Photos may exist for this station.
 PL0243
 PL0243.The dynamic height is computed by dividing the NAVD 88
 PL0243.geopotential number by the normal gravity value computed on the
 PL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0243.degrees latitude (g = 980.6199 gals.).
 PL0243
 PL0243.The modeled gravity was interpolated from observed gravity values.
 PL0243
 PL0243;                    North         East    Units  Estimated Accuracy
 PL0243;SPC MI C     -    85,680.    5,913,030.      MT  (+/- 180 meters Scaled)
 PL0243
 PL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP238822(NAD 83)
 PL0243
 PL0243                          SUPERSEDED SURVEY CONTROL
 PL0243
 PL0243  NGVD 29 (??/??/92)  380.240  (m)         1247.50   (f) ADJ UNCH    1 2
 PL0243
 PL0243.Superseded values are not recommended for survey control.
 PL0243
 PL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0243.See file dsdata.pdf to determine how the superseded data were derived.
 PL0243
 PL0243_MARKER: P = PIPE CAP
 PL0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0243_STAMPING: ELEV 1247.504 FT B 15 1916
 PL0243_MARK LOGO: CGS
 PL0243_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0243
 PL0243  HISTORY     - Date     Condition        Report By
 PL0243  HISTORY     - 1916     MONUMENTED       CGS
 PL0243  HISTORY     - 1934     GOOD             CGS
 PL0243  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0243  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0243
 PL0243                          STATION DESCRIPTION
 PL0243
 PL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0243'1.5 MI S FROM TUSTIN.
 PL0243'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0243'STATION AT TUSTIN, 43-2/3 30-FOOT RAILS NORTH OF MILEPOST 318,
 PL0243'7-2/3 RAILS NORTH OF THE NORTH FENCE OF A WOOD LOT SOUTH OF A
 PL0243'DEEP CUT, 45.2 FEET EAST OF THE EAST RAIL, 8 YARDS SOUTH OF AN
 PL0243'18-INCH ELM TREE AT THE WEST FENCE, AND JUST EAST OF AN
 PL0243'EMBEDDED 6- BY 8- BY 16-INCH POINTED GRANITE BOULDER PROJECTING
 PL0243'1/2 FOOT ABOVE GROUND.  A STANDARD CAP, STAMPED ELEV. 1247.504
 PL0243'FT. B 15 1916 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 PL0243'FLUSH WITH THE GROUND.
 PL0243
 PL0243                          STATION RECOVERY (1994)
 PL0243
 PL0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0243'MARK NOT FOUND.
 PL0243
 PL0243                          STATION RECOVERY (2001)
 PL0243
 PL0243'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0341 ***********************************************************************
 RK0341  DESIGNATION -  B 150
 RK0341  PID         -  RK0341
 RK0341  STATE/COUNTY-  MI/MARQUETTE
 RK0341  COUNTRY     -  US
 RK0341  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0341
 RK0341                         *CURRENT SURVEY CONTROL
 RK0341  ______________________________________________________________________
 RK0341* NAD 83(1986) POSITION- 46 37 12.     (N) 087 41 38.     (W)   SCALED
 RK0341* NAVD 88 ORTHO HEIGHT -   415.881 (meters)     1364.44  (feet) ADJUSTED
 RK0341  ______________________________________________________________________
 RK0341  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 RK0341  DYNAMIC HEIGHT  -        415.911 (meters)     1364.53  (feet) COMP
 RK0341  MODELED GRAVITY -    980,674.2   (mgal)                       NAVD 88
 RK0341
 RK0341  VERT ORDER      -  SECOND    CLASS 0
 RK0341
 RK0341.The horizontal coordinates were scaled from a map and have
 RK0341.an estimated accuracy of +/- 6 seconds.
 RK0341
 RK0341.The orthometric height was determined by differential leveling and
 RK0341.adjusted by the NATIONAL GEODETIC SURVEY
 RK0341.in June 1991.
 RK0341
 RK0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0341.GEOID18 height accuracy estimate available here.
 RK0341
 RK0341.Click photographs - Photos may exist for this station.
 RK0341
 RK0341.The dynamic height is computed by dividing the NAVD 88
 RK0341.geopotential number by the normal gravity value computed on the
 RK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0341.degrees latitude (g = 980.6199 gals.).
 RK0341
 RK0341.The modeled gravity was interpolated from observed gravity values.
 RK0341
 RK0341;                    North         East    Units  Estimated Accuracy
 RK0341;SPC MI N     -   204,370.    7,946,860.      MT  (+/- 180 meters Scaled)
 RK0341
 RK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS468631(NAD 83)
 RK0341
 RK0341                          SUPERSEDED SURVEY CONTROL
 RK0341
 RK0341  NGVD 29 (??/??/92)  415.836  (m)         1364.29   (f) ADJ UNCH    2 0
 RK0341
 RK0341.Superseded values are not recommended for survey control.
 RK0341
 RK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0341.See file dsdata.pdf to determine how the superseded data were derived.
 RK0341
 RK0341_MARKER: DB = BENCH MARK DISK
 RK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0341_STAMPING: B 150 1948
 RK0341_MARK LOGO: CGS
 RK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0341+STABILITY: SURFACE MOTION
 RK0341
 RK0341  HISTORY     - Date     Condition        Report By
 RK0341  HISTORY     - 1948     MONUMENTED       CGS
 RK0341  HISTORY     - 1985     GOOD             NGS
 RK0341
 RK0341                          STATION DESCRIPTION
 RK0341
 RK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0341'23.7 MI NW FROM MARQUETTE.
 RK0341'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0341'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0341'35, THENCE 6.0 MILES SOUTHWEST ALONG A SAND ROAD, 0.2 MILE
 RK0341'NORTHEAST OF A BRIDGE OVER DEER CREEK, AT THE JUNCTION OF A
 RK0341'SAND ROAD NORTHEAST, 150 FEET SOUTHEAST OF A POLE BRIDGE OVER
 RK0341'A SMALL STREAM, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 RK0341'SIDE ROAD, 20 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 6
 RK0341'FEET NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED PINE TREE, 1 1/2
 RK0341'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 RK0341'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RK0341'PROJECTING 3 INCHES.
 RK0341
 RK0341                          STATION RECOVERY (1985)
 RK0341
 RK0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0564 ***********************************************************************
 RL0564  DESIGNATION -  B 151
 RL0564  PID         -  RL0564
 RL0564  STATE/COUNTY-  MI/BARAGA
 RL0564  COUNTRY     -  US
 RL0564  USGS QUAD   -  PELKIE (2017)
 RL0564
 RL0564                         *CURRENT SURVEY CONTROL
 RL0564  ______________________________________________________________________
 RL0564* NAD 83(1986) POSITION- 46 47 11.7    (N) 088 38 52.8    (W)   HD_HELD2
 RL0564* NAVD 88 ORTHO HEIGHT -   215.486 (meters)      706.97  (feet) ADJUSTED
 RL0564  ______________________________________________________________________
 RL0564  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 RL0564  DYNAMIC HEIGHT  -        215.499 (meters)      707.02  (feet) COMP
 RL0564  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 RL0564
 RL0564  VERT ORDER      -  SECOND    CLASS 0
 RL0564
 RL0564.The horizontal coordinates were established by autonomous hand held GPS
 RL0564.observations and have an estimated accuracy of +/- 10 meters.
 RL0564
 RL0564.The orthometric height was determined by differential leveling and
 RL0564.adjusted by the NATIONAL GEODETIC SURVEY
 RL0564.in June 1991.
 RL0564
 RL0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0564.GEOID18 height accuracy estimate available here.
 RL0564
 RL0564.Click photographs - Photos may exist for this station.
 RL0564
 RL0564.The dynamic height is computed by dividing the NAVD 88
 RL0564.geopotential number by the normal gravity value computed on the
 RL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0564.degrees latitude (g = 980.6199 gals.).
 RL0564
 RL0564.The modeled gravity was interpolated from observed gravity values.
 RL0564
 RL0564;                    North         East    Units  Estimated Accuracy
 RL0564;SPC MI N     -   223,961.    7,874,178.      MT  (+/- 10 meters HH2 GPS)
 RL0564
 RL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7421282766(NAD 83)
 RL0564
 RL0564                          SUPERSEDED SURVEY CONTROL
 RL0564
 RL0564  NGVD 29 (??/??/92)  215.473  (m)          706.93   (f) ADJ UNCH    2 0
 RL0564
 RL0564.Superseded values are not recommended for survey control.
 RL0564
 RL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0564.See file dsdata.pdf to determine how the superseded data were derived.
 RL0564
 RL0564_MARKER: DB = BENCH MARK DISK
 RL0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0564_STAMPING: B 151 1948
 RL0564_MARK LOGO: CGS
 RL0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0564+STABILITY: SURFACE MOTION
 RL0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0564+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2007
 RL0564
 RL0564  HISTORY     - Date     Condition        Report By
 RL0564  HISTORY     - 1948     MONUMENTED       CGS
 RL0564  HISTORY     - 20070826 GOOD             GEOCAC
 RL0564
 RL0564                          STATION DESCRIPTION
 RL0564
 RL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0564'2.6 MI SW FROM PELKIE.
 RL0564'2.65 MILES SOUTH AND WEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 RL0564'AT PELKIE, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS
 RL0564'WEST AND NORTH, 21 FEET SOUTH-SOUTHEAST OF THE POINT OF
 RL0564'INTERSECTION OF THE PROLONGATION OF BOTH TANGENTS, 18 FEET SOUTH
 RL0564'OF THE PROLONGED CENTER LINE OF THE WEST TANGENT, 7 FEET EAST
 RL0564'OF THE PROLONGED CENTER LINE OF THE NORTH TANGENT, 44 FEET
 RL0564'EAST-NORTHEAST OF A POWER POLE, 24 FEET SOUTH OF THE PROLONGATION
 RL0564'OF A FENCE EAST, 3 FEET WEST OF A FENCE LINE, 1 1/2 FEET EAST
 RL0564'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0564
 RL0564                          STATION RECOVERY (2007)
 RL0564
 RL0564'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 RL0564'TO REACH FROM THE POST OFFICE IN PELKIE, GO SOUTH ALONG PELKIE ROAD
 RL0564'(MAIN ROAD) FOR 1.2 MILES TO THE BRIDGE OVER THE SILVER RIVER AND THE
 RL0564'JUNCTION OF A ROAD WEST.  TURN RIGHT ON PINE CREEK ROAD AND GO WEST
 RL0564'THEN SOUTH FOR 1.0 MILE (END OF PAVEMENT AT 0.6 MI) TO A RIGHT ANGLE
 RL0564'TURN TO THE WEST AND THE MARK ON THE LEFT.
 RL0564'
 RL0564'IT IS 1.5 FT WEST OF A METAL WITNESS POST AND PROJECTS 2 INCHES ABOVE
 RL0564'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0618 ***********************************************************************
 RL0618  DESIGNATION -  B 152
 RL0618  PID         -  RL0618
 RL0618  STATE/COUNTY-  MI/HOUGHTON
 RL0618  COUNTRY     -  US
 RL0618  USGS QUAD   -  NISULA (2017)
 RL0618
 RL0618                         *CURRENT SURVEY CONTROL
 RL0618  ______________________________________________________________________
 RL0618* NAD 83(1986) POSITION- 46 48 19.     (N) 088 48 04.     (W)   SCALED
 RL0618* NAVD 88 ORTHO HEIGHT -   305.163 (meters)     1001.19  (feet) ADJUSTED
 RL0618  ______________________________________________________________________
 RL0618  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 RL0618  DYNAMIC HEIGHT  -        305.181 (meters)     1001.25  (feet) COMP
 RL0618  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 RL0618
 RL0618  VERT ORDER      -  SECOND    CLASS 0
 RL0618
 RL0618.The horizontal coordinates were scaled from a map and have
 RL0618.an estimated accuracy of +/- 6 seconds.
 RL0618
 RL0618.The orthometric height was determined by differential leveling and
 RL0618.adjusted by the NATIONAL GEODETIC SURVEY
 RL0618.in June 1991.
 RL0618
 RL0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0618.GEOID18 height accuracy estimate available here.
 RL0618
 RL0618.Click photographs - Photos may exist for this station.
 RL0618
 RL0618.The dynamic height is computed by dividing the NAVD 88
 RL0618.geopotential number by the normal gravity value computed on the
 RL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0618.degrees latitude (g = 980.6199 gals.).
 RL0618
 RL0618.The modeled gravity was interpolated from observed gravity values.
 RL0618
 RL0618;                    North         East    Units  Estimated Accuracy
 RL0618;SPC MI N     -   226,290.    7,862,540.      MT  (+/- 180 meters Scaled)
 RL0618
 RL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS625851(NAD 83)
 RL0618
 RL0618                          SUPERSEDED SURVEY CONTROL
 RL0618
 RL0618  NGVD 29 (??/??/92)  305.146  (m)         1001.13   (f) ADJ UNCH    2 0
 RL0618
 RL0618.Superseded values are not recommended for survey control.
 RL0618
 RL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0618.See file dsdata.pdf to determine how the superseded data were derived.
 RL0618
 RL0618_MARKER: DB = BENCH MARK DISK
 RL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0618_STAMPING: B 152 1948
 RL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0618+STABILITY: SURFACE MOTION
 RL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0618+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 RL0618
 RL0618  HISTORY     - Date     Condition        Report By
 RL0618  HISTORY     - 1948     MONUMENTED       CGS
 RL0618  HISTORY     - 20030708 GOOD             GEOCAC
 RL0618
 RL0618                          STATION DESCRIPTION
 RL0618
 RL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0618'3.4 MI NW FROM NISULA.
 RL0618'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0618'CEMETERY, THENCE ABOUT 3.0 MILES NORTHWEST ALONG THE WINONA
 RL0618'ROAD, ABOUT 0.65 MILE NORTHWEST OF A 20-FOOT WOODEN BRIDGE OVER
 RL0618'THE WEST BRANCH OF OTTER RIVER, ABOUT 0.3 MILE SOUTHEAST OF A
 RL0618'CURVE WITH TANGENTS SOUTHEAST AND WEST, 23 FEET NORTHEAST OF THE
 RL0618'CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF A TRIANGULAR
 RL0618'BLAZED 12-INCH HEMLOCK TREE, 15 FEET NORTHWEST OF A TRIANGULAR
 RL0618'BLAZED 8-INCH ASPEN TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 RL0618'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0618'CONCRETE POST PROJECTING 6 INCHES.
 RL0618
 RL0618                          STATION RECOVERY (2003)
 RL0618
 RL0618'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0618'THE STATE HIGHWAY IN NISULA IS NOW M-38. MARK IS 0.5 MILE NORTHWEST OF
 RL0618'A CONCRETE BRIDGE OVER THE WEST BRANCH OF THE OTTER RIVER AND 2 FT
 RL0618'NORTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0676 ***********************************************************************
 RL0676  DESIGNATION -  B 154
 RL0676  PID         -  RL0676
 RL0676  STATE/COUNTY-  MI/ONTONAGON
 RL0676  COUNTRY     -  US
 RL0676  USGS QUAD   -  VISTA FALLS (2017)
 RL0676
 RL0676                         *CURRENT SURVEY CONTROL
 RL0676  ______________________________________________________________________
 RL0676* NAD 83(1986) POSITION- 46 40 45.5    (N) 088 52 07.0    (W)   HD_HELD2
 RL0676* NAVD 88 ORTHO HEIGHT -   379.620 (meters)     1245.47  (feet) ADJUSTED
 RL0676  ______________________________________________________________________
 RL0676  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 RL0676  DYNAMIC HEIGHT  -        379.640 (meters)     1245.54  (feet) COMP
 RL0676  MODELED GRAVITY -    980,653.9   (mgal)                       NAVD 88
 RL0676
 RL0676  VERT ORDER      -  SECOND    CLASS 0
 RL0676
 RL0676.The horizontal coordinates were established by autonomous hand held GPS
 RL0676.observations and have an estimated accuracy of +/- 10 meters.
 RL0676
 RL0676.The orthometric height was determined by differential leveling and
 RL0676.adjusted by the NATIONAL GEODETIC SURVEY
 RL0676.in June 1991.
 RL0676
 RL0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0676.GEOID18 height accuracy estimate available here.
 RL0676
 RL0676.Click photographs - Photos may exist for this station.
 RL0676
 RL0676.The dynamic height is computed by dividing the NAVD 88
 RL0676.geopotential number by the normal gravity value computed on the
 RL0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0676.degrees latitude (g = 980.6199 gals.).
 RL0676
 RL0676.The modeled gravity was interpolated from observed gravity values.
 RL0676
 RL0676;                    North         East    Units  Estimated Accuracy
 RL0676;SPC MI N     -   212,414.    7,857,057.      MT  (+/- 10 meters HH2 GPS)
 RL0676
 RL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5709171223(NAD 83)
 RL0676
 RL0676                          SUPERSEDED SURVEY CONTROL
 RL0676
 RL0676  NGVD 29 (??/??/92)  379.610  (m)         1245.44   (f) ADJ UNCH    2 0
 RL0676
 RL0676.Superseded values are not recommended for survey control.
 RL0676
 RL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0676.See file dsdata.pdf to determine how the superseded data were derived.
 RL0676
 RL0676_MARKER: DB = BENCH MARK DISK
 RL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0676_STAMPING: B 154 1948
 RL0676_MARK LOGO: CGS
 RL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0676+STABILITY: SURFACE MOTION
 RL0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0676+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 RL0676
 RL0676  HISTORY     - Date     Condition        Report By
 RL0676  HISTORY     - 1948     MONUMENTED       CGS
 RL0676  HISTORY     - 20040525 GOOD             GEOCAC
 RL0676  HISTORY     - 20080812 POOR             GEOCAC
 RL0676
 RL0676                          STATION DESCRIPTION
 RL0676
 RL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0676'4.4 MI E FROM PORI.
 RL0676'4.4 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0676'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT PORI, ABOUT
 RL0676'0.75 MILE WEST OF A ROAD SOUTH TO KENTON, AT THE ED. GILLSTROMS
 RL0676'RESIDENCE ON SOUTH SIDE OF ROAD, 97 FEET NORTHEAST AND ACROSS
 RL0676'THE ROAD FROM THE NORTHEAST CORNER OF A GARAGE, 80 FEET NORTHWEST
 RL0676'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 30 FEET NORTH OF THE
 RL0676'CENTER LINE OF THE ROAD, 8 1/2 FEET EAST OF A TRIANGULAR BLAZED
 RL0676'8-INCH ASPEN TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0676'POST, 5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0676'POST PROJECTING 3 INCHES.
 RL0676
 RL0676                          STATION RECOVERY (2004)
 RL0676
 RL0676'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0676'IT IS 50 FT EAST OF A DRIVE SOUTH, 3 FT N-NW OF THE MWP+SIGN AND
 RL0676'ACROSS ROAD AND EAST OF 5793 S. LAIRD ROAD (L1180).
 RL0676
 RL0676                          STATION RECOVERY (2008)
 RL0676
 RL0676'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0676'THERE HAS BEEN LOGGING ACTIVITY IN THE AREA. STATION HAS BEEN STRUCK
 RL0676'BY HEAVY EQUIPMENT AND IS TILTED SLIGHTLY. STATION IS APPROXIMATELY 40
 RL0676'FEET NORTH OF THE CENTER OF THE ROAD, AND 13.5 FEET EAST OF A
 RL0676'PROMINENT 24-INCH ASPEN TREE. STATION IS NO LONGER MARKED BY A WITNESS
 RL0676'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0330 ***********************************************************************
 RK0330  DESIGNATION -  B 155
 RK0330  PID         -  RK0330
 RK0330  STATE/COUNTY-  MI/MARQUETTE
 RK0330  COUNTRY     -  US
 RK0330  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0330
 RK0330                         *CURRENT SURVEY CONTROL
 RK0330  ______________________________________________________________________
 RK0330* NAD 83(1986) POSITION- 46 34 49.     (N) 087 44 26.     (W)   SCALED
 RK0330* NAVD 88 ORTHO HEIGHT -   424.384 (meters)     1392.33  (feet) ADJUSTED
 RK0330  ______________________________________________________________________
 RK0330  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 RK0330  DYNAMIC HEIGHT  -        424.407 (meters)     1392.41  (feet) COMP
 RK0330  MODELED GRAVITY -    980,655.2   (mgal)                       NAVD 88
 RK0330
 RK0330  VERT ORDER      -  SECOND    CLASS 0
 RK0330
 RK0330.The horizontal coordinates were scaled from a map and have
 RK0330.an estimated accuracy of +/- 6 seconds.
 RK0330
 RK0330.The orthometric height was determined by differential leveling and
 RK0330.adjusted by the NATIONAL GEODETIC SURVEY
 RK0330.in June 1991.
 RK0330
 RK0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0330.GEOID18 height accuracy estimate available here.
 RK0330
 RK0330.Click photographs - Photos may exist for this station.
 RK0330
 RK0330.The dynamic height is computed by dividing the NAVD 88
 RK0330.geopotential number by the normal gravity value computed on the
 RK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0330.degrees latitude (g = 980.6199 gals.).
 RK0330
 RK0330.The modeled gravity was interpolated from observed gravity values.
 RK0330
 RK0330;                    North         East    Units  Estimated Accuracy
 RK0330;SPC MI N     -   199,990.    7,943,240.      MT  (+/- 180 meters Scaled)
 RK0330
 RK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS432587(NAD 83)
 RK0330
 RK0330                          SUPERSEDED SURVEY CONTROL
 RK0330
 RK0330  NGVD 29 (??/??/92)  424.332  (m)         1392.16   (f) ADJ UNCH    2 0
 RK0330
 RK0330.Superseded values are not recommended for survey control.
 RK0330
 RK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0330.See file dsdata.pdf to determine how the superseded data were derived.
 RK0330
 RK0330_MARKER: DB = BENCH MARK DISK
 RK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0330_STAMPING: B 155 1948
 RK0330_MARK LOGO: CGS
 RK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0330+STABILITY: SURFACE MOTION
 RK0330
 RK0330  HISTORY     - Date     Condition        Report By
 RK0330  HISTORY     - 1948     MONUMENTED       CGS
 RK0330  HISTORY     - 1985     GOOD             NGS
 RK0330
 RK0330                          STATION DESCRIPTION
 RK0330
 RK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0330'9.6 MI NW FROM ISHPEMING.
 RK0330'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0330'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0330'0.8 MILE WEST ALONG A GRAVEL ROAD, AT A CURVE WITH TANGENTS
 RK0330'EXTENDING NORTH AND SOUTHEAST AND THE JUNCTION WITH A DIM
 RK0330'ROAD SOUTHWEST, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RK0330'MAIN ROAD, 12 FEET SOUTH OF THE CENTER LINE OF A CUT OFF ROAD
 RK0330'FORMING THE SOUTH SIDE OF THE INTERSECTION TRIANGLE, 2 FEET
 RK0330'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 RK0330'OF THE MAIN ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RK0330'ABOUT 5 INCHES.
 RK0330
 RK0330                          STATION RECOVERY (1985)
 RK0330
 RK0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0292 ***********************************************************************
 RK0292  DESIGNATION -  B 156
 RK0292  PID         -  RK0292
 RK0292  STATE/COUNTY-  MI/MARQUETTE
 RK0292  COUNTRY     -  US
 RK0292  USGS QUAD   -  NEGAUNEE (2017)
 RK0292
 RK0292                         *CURRENT SURVEY CONTROL
 RK0292  ______________________________________________________________________
 RK0292* NAD 83(1986) POSITION- 46 31 46.     (N) 087 33 00.     (W)   SCALED
 RK0292* NAVD 88 ORTHO HEIGHT -   429.924 (meters)     1410.51  (feet) ADJUSTED
 RK0292  ______________________________________________________________________
 RK0292  GEOID HEIGHT    -        -34.155 (meters)                     GEOID18
 RK0292  DYNAMIC HEIGHT  -        429.953 (meters)     1410.60  (feet) COMP
 RK0292  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 RK0292
 RK0292  VERT ORDER      -  SECOND    CLASS 0
 RK0292
 RK0292.The horizontal coordinates were scaled from a map and have
 RK0292.an estimated accuracy of +/- 6 seconds.
 RK0292
 RK0292.The orthometric height was determined by differential leveling and
 RK0292.adjusted by the NATIONAL GEODETIC SURVEY
 RK0292.in June 1991.
 RK0292
 RK0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0292.GEOID18 height accuracy estimate available here.
 RK0292
 RK0292.Click photographs - Photos may exist for this station.
 RK0292
 RK0292.The dynamic height is computed by dividing the NAVD 88
 RK0292.geopotential number by the normal gravity value computed on the
 RK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0292.degrees latitude (g = 980.6199 gals.).
 RK0292
 RK0292.The modeled gravity was interpolated from observed gravity values.
 RK0292
 RK0292;                    North         East    Units  Estimated Accuracy
 RK0292;SPC MI N     -   194,220.    7,957,810.      MT  (+/- 180 meters Scaled)
 RK0292
 RK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS578530(NAD 83)
 RK0292
 RK0292                          SUPERSEDED SURVEY CONTROL
 RK0292
 RK0292  NGVD 29 (??/??/92)  429.869  (m)         1410.33   (f) ADJ UNCH    2 0
 RK0292
 RK0292.Superseded values are not recommended for survey control.
 RK0292
 RK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0292.See file dsdata.pdf to determine how the superseded data were derived.
 RK0292
 RK0292_MARKER: DB = BENCH MARK DISK
 RK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0292_STAMPING: B 156 1969
 RK0292_MARK LOGO: CGS
 RK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0292+STABILITY: SURFACE MOTION
 RK0292
 RK0292  HISTORY     - Date     Condition        Report By
 RK0292  HISTORY     - 1969     MONUMENTED       CGS
 RK0292  HISTORY     - 1969     GOOD             CGS
 RK0292  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0292
 RK0292                          STATION DESCRIPTION
 RK0292
 RK0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RK0292'4 MI NE FROM NEQUANEE.
 RK0292'GO 7.7 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0292'MARQUETTE, THENCE 0.1 MILE SOUTHEAST ON A PAVED ROAD, IN THE
 RK0292'NORTH CORNER OF A T INTERSECTION, 57 FEET NORTHWEST OF THE
 RK0292'CENTERLINE OF THE ROAD, 54 FEET NORTHEAST OF THE CENTERLINE
 RK0292'OF A ROAD, 42 FEET SOUTHWEST OF THE FIRST POLE NORTHEAST OF THE
 RK0292'SIDE ROAD, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 RK0292'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 RK0292'NOTE-- THE MARK HAS BEEN HIT SEVERAL TIMES AND PART OF THE
 RK0292'STAMPING OBLITERATED PLUS PART OF THE CONCRETE BEING CHIPPED
 RK0292'AWAY.
 RK0292
 RK0292                          STATION RECOVERY (1985)
 RK0292
 RK0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0268 ***********************************************************************
 RK0268  DESIGNATION -  B 157
 RK0268  PID         -  RK0268
 RK0268  STATE/COUNTY-  MI/MARQUETTE
 RK0268  COUNTRY     -  US
 RK0268  USGS QUAD   -  BIG BAY (2017)
 RK0268
 RK0268                         *CURRENT SURVEY CONTROL
 RK0268  ______________________________________________________________________
 RK0268* NAD 83(1986) POSITION- 46 45 26.4    (N) 087 44 20.8    (W)   HD_HELD2
 RK0268* NAVD 88 ORTHO HEIGHT -   318.079 (meters)     1043.56  (feet) ADJUSTED
 RK0268  ______________________________________________________________________
 RK0268  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 RK0268  DYNAMIC HEIGHT  -        318.101 (meters)     1043.64  (feet) COMP
 RK0268  MODELED GRAVITY -    980,675.3   (mgal)                       NAVD 88
 RK0268
 RK0268  VERT ORDER      -  SECOND    CLASS 0
 RK0268
 RK0268.The horizontal coordinates were established by autonomous hand held GPS
 RK0268.observations and have an estimated accuracy of +/- 10 meters.
 RK0268
 RK0268.The orthometric height was determined by differential leveling and
 RK0268.adjusted by the NATIONAL GEODETIC SURVEY
 RK0268.in June 1991.
 RK0268
 RK0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0268.GEOID18 height accuracy estimate available here.
 RK0268
 RK0268.Click photographs - Photos may exist for this station.
 RK0268
 RK0268.The dynamic height is computed by dividing the NAVD 88
 RK0268.geopotential number by the normal gravity value computed on the
 RK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0268.degrees latitude (g = 980.6199 gals.).
 RK0268
 RK0268.The modeled gravity was interpolated from observed gravity values.
 RK0268
 RK0268;                    North         East    Units  Estimated Accuracy
 RK0268;SPC MI N     -   219,665.    7,943,537.      MT  (+/- 10 meters HH2 GPS)
 RK0268
 RK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4355478463(NAD 83)
 RK0268
 RK0268                          SUPERSEDED SURVEY CONTROL
 RK0268
 RK0268  NGVD 29 (??/??/92)  318.032  (m)         1043.41   (f) ADJ UNCH    2 0
 RK0268
 RK0268.Superseded values are not recommended for survey control.
 RK0268
 RK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0268.See file dsdata.pdf to determine how the superseded data were derived.
 RK0268
 RK0268_MARKER: DB = BENCH MARK DISK
 RK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0268_STAMPING: B 157 1948
 RK0268_MARK LOGO: CGS
 RK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0268+STABILITY: SURFACE MOTION
 RK0268
 RK0268  HISTORY     - Date     Condition        Report By
 RK0268  HISTORY     - 1948     MONUMENTED       CGS
 RK0268  HISTORY     - 20070701 GOOD             GEOCAC
 RK0268
 RK0268                          STATION DESCRIPTION
 RK0268
 RK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0268'6.2 MI S FROM BIG BAY.
 RK0268'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM POWELL SCHOOL IN
 RK0268'BIG BAY, THENCE 2.75 MILES SOUTHWEST ALONG COUNTY ROAD 510,
 RK0268'THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 35, 1.05 MILES
 RK0268'SOUTHEAST OF THE JUNCTION OF A ROAD WEST TO ANDERSONS HOMESTEAD,
 RK0268'35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHWEST
 RK0268'OF THE CENTER LINE OF A ROAD NORTHWEST, 9 FEET NORTHEAST OF THE
 RK0268'EXTENDED CENTER LINE OF A DIM ROAD SOUTHEAST, 2 FEET EAST OF
 RK0268'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER LINE
 RK0268'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 RK0268'INCHES.
 RK0268
 RK0268                          STATION RECOVERY (2007)
 RK0268
 RK0268'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0268'WITNESS POST IS NO LONGER STANDING. ROAD REFERENCED TO THE SOUTHEAST
 RK0268'IS MARKED WITH FIRE NUMBERS N2020 AND N2022. STATION IS 3 FEET NORTH
 RK0268'OF A 12 INCH OAK IN THE TOP OF A ROUND CONCRETE POST PROJECTING ONE
 RK0268'INCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0008 ***********************************************************************
 NG0008  DESIGNATION -  B 158
 NG0008  PID         -  NG0008
 NG0008  STATE/COUNTY-  MI/ALLEGAN
 NG0008  COUNTRY     -  US
 NG0008  USGS QUAD   -  HAMILTON WEST (2017)
 NG0008
 NG0008                         *CURRENT SURVEY CONTROL
 NG0008  ______________________________________________________________________
 NG0008* NAD 83(1986) POSITION- 42 43 08.     (N) 086 05 13.     (W)   SCALED
 NG0008* NAVD 88 ORTHO HEIGHT -   206.930 (meters)      678.90  (feet) ADJUSTED
 NG0008  ______________________________________________________________________
 NG0008  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 NG0008  DYNAMIC HEIGHT  -        206.878 (meters)      678.73  (feet) COMP
 NG0008  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 NG0008
 NG0008  VERT ORDER      -  SECOND    CLASS 0
 NG0008
 NG0008.The horizontal coordinates were scaled from a map and have
 NG0008.an estimated accuracy of +/- 6 seconds.
 NG0008
 NG0008.The orthometric height was determined by differential leveling and
 NG0008.adjusted by the NATIONAL GEODETIC SURVEY
 NG0008.in June 1991.
 NG0008
 NG0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0008.GEOID18 height accuracy estimate available here.
 NG0008
 NG0008.Click photographs - Photos may exist for this station.
 NG0008
 NG0008.The dynamic height is computed by dividing the NAVD 88
 NG0008.geopotential number by the normal gravity value computed on the
 NG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0008.degrees latitude (g = 980.6199 gals.).
 NG0008
 NG0008.The modeled gravity was interpolated from observed gravity values.
 NG0008
 NG0008;                    North         East    Units  Estimated Accuracy
 NG0008;SPC MI S     -   136,830.    3,859,110.      MT  (+/- 180 meters Scaled)
 NG0008
 NG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN747300(NAD 83)
 NG0008
 NG0008                          SUPERSEDED SURVEY CONTROL
 NG0008
 NG0008  NGVD 29 (??/??/92)  207.071  (m)          679.37   (f) ADJ UNCH    2 0
 NG0008
 NG0008.Superseded values are not recommended for survey control.
 NG0008
 NG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0008.See file dsdata.pdf to determine how the superseded data were derived.
 NG0008
 NG0008_MARKER: DB = BENCH MARK DISK
 NG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0008_STAMPING: B 158 1948
 NG0008_MARK LOGO: CGS
 NG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0008+STABILITY: SURFACE MOTION
 NG0008
 NG0008  HISTORY     - Date     Condition        Report By
 NG0008  HISTORY     - 1948     MONUMENTED       CGS
 NG0008  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0008  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0008  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0008
 NG0008                          STATION DESCRIPTION
 NG0008
 NG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0008'2.4 MI W FROM FILLMORE.
 NG0008'ABOUT 2.45 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSING OF
 NG0008'THE CHESAPEAKE AND OHIO RAILWAY AT FILLMORE, AT THE INTERSECTION
 NG0008'OF THE CHESAPEAKE AND OHIO RAILWAY, 49 FEET EAST OF THE EAST RAIL
 NG0008'OF THE TRACK, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40
 NG0008'FEET EAST OF TELEPHONE BOX NO. 303, 44 FEET WEST OF A 24-INCH
 NG0008'ELM TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 6 FEET
 NG0008'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0008'6 INCHES.  MARK MAY BE REACHED FROM THE ROAD CROSSING AT EAST
 NG0008'SAUGATUCK BY GOING ABOUT 2.5 MILES NORTH ALONG THE CHESAPEAKE
 NG0008'AND OHIO RAILWAY TO AN EAST-WEST ROAD CROSSING.
 NG0008
 NG0008                          STATION RECOVERY (1978)
 NG0008
 NG0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0008'MARK NOT FOUND.
 NG0008
 NG0008                          STATION RECOVERY (1984)
 NG0008
 NG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0008'NOT RECOVERED, MARK WAS PROBABLY KNOCKED OUT BY FARM MACHINERY.
 NG0008
 NG0008                          STATION RECOVERY (1988)
 NG0008
 NG0008'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0909 ***********************************************************************
 NF0909  DESIGNATION -  B 159
 NF0909  PID         -  NF0909
 NF0909  STATE/COUNTY-  MI/ALLEGAN
 NF0909  COUNTRY     -  US
 NF0909  USGS QUAD   -  WAYLAND (2017)
 NF0909
 NF0909                         *CURRENT SURVEY CONTROL
 NF0909  ______________________________________________________________________
 NF0909* NAD 83(1986) POSITION- 42 43 30.10   (N) 085 41 32.50   (W)   HD_HELD1
 NF0909* NAVD 88 ORTHO HEIGHT -   230.374 (meters)      755.82  (feet) ADJUSTED
 NF0909  ______________________________________________________________________
 NF0909  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 NF0909  DYNAMIC HEIGHT  -        230.311 (meters)      755.61  (feet) COMP
 NF0909  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 NF0909
 NF0909  VERT ORDER      -  FIRST     CLASS II
 NF0909
 NF0909.The horizontal coordinates were determined by differentially corrected
 NF0909.hand held GPS observations or other comparable positioning techniques
 NF0909.and have an estimated accuracy of +/- 3 meters.
 NF0909
 NF0909.The orthometric height was determined by differential leveling and
 NF0909.adjusted by the NATIONAL GEODETIC SURVEY
 NF0909.in June 1991.
 NF0909
 NF0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0909.GEOID18 height accuracy estimate available here.
 NF0909
 NF0909.Click photographs - Photos may exist for this station.
 NF0909
 NF0909.The dynamic height is computed by dividing the NAVD 88
 NF0909.geopotential number by the normal gravity value computed on the
 NF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0909.degrees latitude (g = 980.6199 gals.).
 NF0909
 NF0909.The modeled gravity was interpolated from observed gravity values.
 NF0909
 NF0909;                    North         East    Units  Estimated Accuracy
 NF0909;SPC MI S     -   136,927.4   3,891,435.0     MT  (+/- 3 meters HH1 GPS) 
 NF0909
 NF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0705831109(NAD 83)
 NF0909
 NF0909                          SUPERSEDED SURVEY CONTROL
 NF0909
 NF0909  NGVD 29 (??/??/92)  230.506  (m)          756.25   (f) ADJ UNCH    2 0
 NF0909
 NF0909.Superseded values are not recommended for survey control.
 NF0909
 NF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0909.See file dsdata.pdf to determine how the superseded data were derived.
 NF0909
 NF0909_MARKER: DB = BENCH MARK DISK
 NF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0909_STAMPING: B 159 1948
 NF0909_MARK LOGO: CGS
 NF0909_PROJECTION: PROJECTING 30 CENTIMETERS
 NF0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0909+STABILITY: SURFACE MOTION
 NF0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0909+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0909
 NF0909  HISTORY     - Date     Condition        Report By
 NF0909  HISTORY     - 1948     MONUMENTED       CGS
 NF0909  HISTORY     - 1987     GOOD             USPSQD
 NF0909  HISTORY     - 1989     GOOD             USPSQD
 NF0909  HISTORY     - 1991     GOOD             USPSQD
 NF0909  HISTORY     - 20070318 GOOD             GEOCAC
 NF0909  HISTORY     - 20080506 GOOD             COLEM
 NF0909  HISTORY     - 20090312 GOOD             ROWEIN
 NF0909
 NF0909                          STATION DESCRIPTION
 NF0909
 NF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0909'1.7 MI E FROM DORR.
 NF0909'ABOUT 1.7 MILES EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0909'CENTRAL RAILROAD STATION AT DORR, ABOUT 0.55 MILE WEST OF A
 NF0909'CROSS ROAD AND SPROAT SCHOOL, ABOUT 1.0 MILE EAST OF A LARGE
 NF0909'CEMETERY, SET IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 NF0909'DRIVE TO A 1 1/2 STORY FARM HOUSE, 38 FEET NORTH OF THE CENTER
 NF0909'LINE OF THE ROAD, 17 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 NF0909'96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET
 NF0909'EAST-SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE WOODEN
 NF0909'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0909'CONCRETE POST PROJECTING 6 INCHES.
 NF0909
 NF0909                          STATION RECOVERY (1987)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (1989)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (1991)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (2007)
 NF0909
 NF0909'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (2008)
 NF0909
 NF0909'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0909'RECOVERED AS DESCRIBED.
 NF0909'
 NF0909'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 NF0909'OVER THE STATION.
 NF0909
 NF0909                          STATION RECOVERY (2009)
 NF0909
 NF0909'RECOVERY NOTE BY ROWE INCORPORATED 2009 (SJS)
 NF0909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0178 ***********************************************************************
 RL0178  DESIGNATION -  B 160
 RL0178  PID         -  RL0178
 RL0178  STATE/COUNTY-  MI/BARAGA
 RL0178  COUNTRY     -  US
 RL0178  USGS QUAD   -  ALBERTA (2017)
 RL0178
 RL0178                         *CURRENT SURVEY CONTROL
 RL0178  ______________________________________________________________________
 RL0178* NAD 83(1986) POSITION- 46 41 19.     (N) 088 25 19.     (W)   SCALED
 RL0178* NAVD 88 ORTHO HEIGHT -   383.518 (meters)     1258.26  (feet) ADJUSTED
 RL0178  ______________________________________________________________________
 RL0178  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 RL0178  DYNAMIC HEIGHT  -        383.533 (meters)     1258.31  (feet) COMP
 RL0178  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 RL0178
 RL0178  VERT ORDER      -  SECOND    CLASS 0
 RL0178
 RL0178.The horizontal coordinates were scaled from a map and have
 RL0178.an estimated accuracy of +/- 6 seconds.
 RL0178
 RL0178.The orthometric height was determined by differential leveling and
 RL0178.adjusted by the NATIONAL GEODETIC SURVEY
 RL0178.in June 1991.
 RL0178
 RL0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0178.GEOID18 height accuracy estimate available here.
 RL0178
 RL0178.Click photographs - Photos may exist for this station.
 RL0178
 RL0178.The dynamic height is computed by dividing the NAVD 88
 RL0178.geopotential number by the normal gravity value computed on the
 RL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0178.degrees latitude (g = 980.6199 gals.).
 RL0178
 RL0178.The modeled gravity was interpolated from observed gravity values.
 RL0178
 RL0178;                    North         East    Units  Estimated Accuracy
 RL0178;SPC MI N     -   212,740.    7,891,240.      MT  (+/- 180 meters Scaled)
 RL0178
 RL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS912715(NAD 83)
 RL0178
 RL0178                          SUPERSEDED SURVEY CONTROL
 RL0178
 RL0178  NGVD 29 (??/??/92)  383.482  (m)         1258.14   (f) ADJ UNCH    2 0
 RL0178
 RL0178.Superseded values are not recommended for survey control.
 RL0178
 RL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0178.See file dsdata.pdf to determine how the superseded data were derived.
 RL0178
 RL0178_MARKER: DB = BENCH MARK DISK
 RL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0178_STAMPING: B 160 1948
 RL0178_MARK LOGO: CGS
 RL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0178+STABILITY: SURFACE MOTION
 RL0178
 RL0178  HISTORY     - Date     Condition        Report By
 RL0178  HISTORY     - 1948     MONUMENTED       CGS
 RL0178
 RL0178                          STATION DESCRIPTION
 RL0178
 RL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0178'4.4 MI NE FROM ALBERTA.
 RL0178'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE FORD
 RL0178'MOTOR COMPANY MILL AT ALBERTA, ABOUT 5.8 MILES SOUTHEAST ALONG
 RL0178'U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0178'STATION AT L ANSE, ABOUT 0.3 MILE NORTH OF A SMALL ROADSIDE
 RL0178'PARK AND DRINKING FOUNTAIN, AT THE OUTSIDE OF A LONG CURVE WITH
 RL0178'TANGENTS SOUTH AND WEST AND THE JUNCTION OF A TRAIL LEADING
 RL0178'NORTH PASSING ALONG EAST SIDE OF PILES OF BLACK SHALE, 92 FEET
 RL0178'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF
 RL0178'THE CENTER LINE OF THE TRAIL, 8.5 FEET EAST OF A TRIANGULAR
 RL0178'BLAZED 12-INCH FORKED MAPLE TREE, 2 FEET NORTHWEST OF A WHITE
 RL0178'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND TRAIL
 RL0178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0130 ***********************************************************************
 RL0130  DESIGNATION -  B 161
 RL0130  PID         -  RL0130
 RL0130  STATE/COUNTY-  MI/BARAGA
 RL0130  COUNTRY     -  US
 RL0130  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0130
 RL0130                         *CURRENT SURVEY CONTROL
 RL0130  ______________________________________________________________________
 RL0130* NAD 83(1986) POSITION- 46 46 23.     (N) 088 13 48.     (W)   SCALED
 RL0130* NAVD 88 ORTHO HEIGHT -   372.725 (meters)     1222.85  (feet) ADJUSTED
 RL0130  ______________________________________________________________________
 RL0130  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 RL0130  DYNAMIC HEIGHT  -        372.742 (meters)     1222.90  (feet) COMP
 RL0130  MODELED GRAVITY -    980,648.1   (mgal)                       NAVD 88
 RL0130
 RL0130  VERT ORDER      -  SECOND    CLASS 0
 RL0130
 RL0130.The horizontal coordinates were scaled from a map and have
 RL0130.an estimated accuracy of +/- 6 seconds.
 RL0130
 RL0130.The orthometric height was determined by differential leveling and
 RL0130.adjusted by the NATIONAL GEODETIC SURVEY
 RL0130.in June 1991.
 RL0130
 RL0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0130.GEOID18 height accuracy estimate available here.
 RL0130
 RL0130.Click photographs - Photos may exist for this station.
 RL0130
 RL0130.The dynamic height is computed by dividing the NAVD 88
 RL0130.geopotential number by the normal gravity value computed on the
 RL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0130.degrees latitude (g = 980.6199 gals.).
 RL0130
 RL0130.The modeled gravity was interpolated from observed gravity values.
 RL0130
 RL0130;                    North         East    Units  Estimated Accuracy
 RL0130;SPC MI N     -   221,880.    7,906,070.      MT  (+/- 180 meters Scaled)
 RL0130
 RL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS060806(NAD 83)
 RL0130
 RL0130                          SUPERSEDED SURVEY CONTROL
 RL0130
 RL0130  NGVD 29 (??/??/92)  372.690  (m)         1222.73   (f) ADJ UNCH    2 0
 RL0130
 RL0130.Superseded values are not recommended for survey control.
 RL0130
 RL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0130.See file dsdata.pdf to determine how the superseded data were derived.
 RL0130
 RL0130_MARKER: DB = BENCH MARK DISK
 RL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0130_STAMPING: B 161 1948
 RL0130_MARK LOGO: CGS
 RL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0130+STABILITY: SURFACE MOTION
 RL0130
 RL0130  HISTORY     - Date     Condition        Report By
 RL0130  HISTORY     - 1948     MONUMENTED       CGS
 RL0130  HISTORY     - 20090911 MARK NOT FOUND   GEOCAC
 RL0130
 RL0130                          STATION DESCRIPTION
 RL0130
 RL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0130'12.9 MI E FROM L ANSE.
 RL0130'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0130'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT 4.05
 RL0130'MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 RL0130'ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT 0.95
 RL0130'MILE NORTHEAST ALONG A LOGGING TRAIL, ABOUT 0.1 MILE NORTH
 RL0130'ALONG DIRT ROAD AND 0.95 MILE NORTHEAST ALONG LOGGING TRAIL
 RL0130'FROM THE JUNCTION OF THE TRAIL EAST TO ARVON LOOKOUT TOWER,
 RL0130'AT THE TOP OF A SMALL GRADE, ABOUT 0.1 MILE WEST OF A CURVE WITH
 RL0130'TANGENTS WEST AND SOUTHEAST, 19 FEET SOUTH OF THE CENTER LINE
 RL0130'OF THE ROAD, 7 FEET WEST OF A TRIANGULAR BLAZED 10-INCH MAPLE
 RL0130'TREE, 13 FEET NORTHEAST OF AN 8-INCH HEMLOCK TREE, ABOUT LEVEL
 RL0130'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0130'3 INCHES.
 RL0130
 RL0130                          STATION RECOVERY (2009)
 RL0130
 RL0130'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RL0130'MARK BELIEVED DESTROYED BY LOGGING OPERATIONS. THE 10-INCH MAPLE HAS
 RL0130'BEEN CUT DOWN, BUT THE TRUNK REMAINS. THE HEMLOCK REMAINS IN PLACE. IN
 RL0130'THE AREA DESCRIBED, A HOLE WAS FOUND IN THE EARTH STILL CONTAINING THE
 RL0130'SHAPE OF A CYLINDRICAL OBJECT ON THE BACK WALL. IT WOULD APPEAR THAT
 RL0130'THE CONCRETE MONUMENT WAS REMOVED FROM THIS LOCATION RECENTLY.
 RL0130'
 RL0130'TO REACH FROM THE M-DOT FACILITY ON US-41 IN L'ANSE, DRIVE SOUTHEAST
 RL0130'ON US-41 0.4 MILES TO DYNAMITE HILL ROAD. TURN LEFT AND DRIVE 3.5
 RL0130'MILES TO A FORK. KEEP LEFT AND DRIVE 5.0 MILES TO A FORK. KEEP RIGHT
 RL0130'AND DRIVE 0.6 MILES TO A REVERSE FORK AND A GRAVEL PIT ON THE LEFT.
 RL0130'KEEP RIGHT AND DRIVE 0.6 MILES TO A THREE-WAY FORK. TAKE THE LEFT FORK
 RL0130'AND DRIVE .95 MILES NORTHEAST TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0577 ***********************************************************************
 NF0577  DESIGNATION -  B 162
 NF0577  PID         -  NF0577
 NF0577  STATE/COUNTY-  MI/VAN BUREN
 NF0577  COUNTRY     -  US
 NF0577  USGS QUAD   -  GOBLES EAST (2017)
 NF0577
 NF0577                         *CURRENT SURVEY CONTROL
 NF0577  ______________________________________________________________________
 NF0577* NAD 83(1986) POSITION- 42 21 40.     (N) 085 50 03.     (W)   SCALED
 NF0577* NAVD 88 ORTHO HEIGHT -   239.936 (meters)      787.19  (feet) ADJUSTED
 NF0577  ______________________________________________________________________
 NF0577  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 NF0577  DYNAMIC HEIGHT  -        239.868 (meters)      786.97  (feet) COMP
 NF0577  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 NF0577
 NF0577  VERT ORDER      -  FIRST     CLASS II
 NF0577
 NF0577.The horizontal coordinates were scaled from a map and have
 NF0577.an estimated accuracy of +/- 6 seconds.
 NF0577
 NF0577.The orthometric height was determined by differential leveling and
 NF0577.adjusted by the NATIONAL GEODETIC SURVEY
 NF0577.in June 1991.
 NF0577
 NF0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0577.GEOID18 height accuracy estimate available here.
 NF0577
 NF0577.Click photographs - Photos may exist for this station.
 NF0577
 NF0577.The dynamic height is computed by dividing the NAVD 88
 NF0577.geopotential number by the normal gravity value computed on the
 NF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0577.degrees latitude (g = 980.6199 gals.).
 NF0577
 NF0577.The modeled gravity was interpolated from observed gravity values.
 NF0577
 NF0577;                    North         East    Units  Estimated Accuracy
 NF0577;SPC MI S     -    96,700.    3,879,120.      MT  (+/- 180 meters Scaled)
 NF0577
 NF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM960905(NAD 83)
 NF0577
 NF0577                          SUPERSEDED SURVEY CONTROL
 NF0577
 NF0577  NGVD 29 (01/19/93)  240.069  (m)          787.63   (f) ADJUSTED    1 2
 NF0577  NGVD 29 (??/??/92)  240.069  (m)          787.63   (f) SUPERSEDED  1 2
 NF0577
 NF0577.Superseded values are not recommended for survey control.
 NF0577
 NF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0577.See file dsdata.pdf to determine how the superseded data were derived.
 NF0577
 NF0577_MARKER: DB = BENCH MARK DISK
 NF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0577_STAMPING: B 162 1948
 NF0577_MARK LOGO: CGS
 NF0577_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0577+STABILITY: SURFACE MOTION
 NF0577
 NF0577  HISTORY     - Date     Condition        Report By
 NF0577  HISTORY     - 1948     MONUMENTED       CGS
 NF0577  HISTORY     - 1983     GOOD             USPSQD
 NF0577  HISTORY     - 1984     GOOD             NGS
 NF0577  HISTORY     - 19971010 GOOD             USPSQD
 NF0577
 NF0577                          STATION DESCRIPTION
 NF0577
 NF0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0577'1 MI W FROM KENDALL.
 NF0577'1.0 MILE WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0577'BLACK TOP ROAD CROSSING AT KENDALL, ABOUT 105 YARDS EAST OF
 NF0577'MILE POST K 16 SH 24, AT A PRIVATE FIELD ROAD CROSSING, 41 FEET
 NF0577'SOUTH OF THE SOUTH RAIL, 65 FEET SOUTHWEST OF THE CENTER OF THE
 NF0577'CROSSING, 3 FEET NORTH OF THE R/W FENCE LINE, 32 FEET WEST OF
 NF0577'THE WEST GATE POST OF FIELD ROAD, ABOUT 36 YARDS SOUTH AND ACROSS
 NF0577'THE TRACK FROM THE CENTER LINE OF A BLACK TOP ROAD PARALLELING
 NF0577'THE TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 NF0577'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0577'5 INCHES.
 NF0577
 NF0577                          STATION RECOVERY (1983)
 NF0577
 NF0577'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0577'12 INCHES NORTH OF A METAL WITNESS POST PROJECTS 3 INCHES OUT GROUND.
 NF0577'MCRR ABANDONED , RAILS AND TIES MISSING WOODEN WITNESS POST LYING
 NF0577'NEARBY.
 NF0577
 NF0577                          STATION RECOVERY (1984)
 NF0577
 NF0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0577'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM (1.1
 NF0577'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL, AT
 NF0577'A FIELD ROAD LEADING SOUTH CROSSING AN OLD RAILROAD BED, 33.5 M (109.9
 NF0577'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 13.4 M (44.0 FT) SOUTH OF THE
 NF0577'CENTER OF THE RAILROAD BED, AND 0.9 M (3.0 FT) NORTH OF A FENCE.
 NF0577'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0577'THE MARK IS 0.6 M ABOVE THE RAILROAD BED.
 NF0577
 NF0577                          STATION RECOVERY (1997)
 NF0577
 NF0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0692 ***********************************************************************
 RL0692  DESIGNATION -  B 163
 RL0692  PID         -  RL0692
 RL0692  STATE/COUNTY-  MI/BARAGA
 RL0692  COUNTRY     -  US
 RL0692  USGS QUAD   -  SIDNAW (2017)
 RL0692
 RL0692                         *CURRENT SURVEY CONTROL
 RL0692  ______________________________________________________________________
 RL0692* NAD 83(1986) POSITION- 46 36 39.7    (N) 088 37 47.5    (W)   HD_HELD2
 RL0692* NAVD 88 ORTHO HEIGHT -   389.293 (meters)     1277.21  (feet) ADJUSTED
 RL0692  ______________________________________________________________________
 RL0692  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 RL0692  DYNAMIC HEIGHT  -        389.305 (meters)     1277.24  (feet) COMP
 RL0692  MODELED GRAVITY -    980,633.3   (mgal)                       NAVD 88
 RL0692
 RL0692  VERT ORDER      -  SECOND    CLASS 0
 RL0692
 RL0692.The horizontal coordinates were established by autonomous hand held GPS
 RL0692.observations and have an estimated accuracy of +/- 10 meters.
 RL0692
 RL0692.The orthometric height was determined by differential leveling and
 RL0692.adjusted by the NATIONAL GEODETIC SURVEY
 RL0692.in June 1991.
 RL0692
 RL0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0692.GEOID18 height accuracy estimate available here.
 RL0692
 RL0692.Click photographs - Photos may exist for this station.
 RL0692
 RL0692.The dynamic height is computed by dividing the NAVD 88
 RL0692.geopotential number by the normal gravity value computed on the
 RL0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0692.degrees latitude (g = 980.6199 gals.).
 RL0692
 RL0692.The modeled gravity was interpolated from observed gravity values.
 RL0692
 RL0692;                    North         East    Units  Estimated Accuracy
 RL0692;SPC MI N     -   204,423.    7,875,161.      MT  (+/- 10 meters HH2 GPS)
 RL0692
 RL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7519363230(NAD 83)
 RL0692
 RL0692                          SUPERSEDED SURVEY CONTROL
 RL0692
 RL0692  NGVD 29 (??/??/92)  389.258  (m)         1277.09   (f) ADJ UNCH    2 0
 RL0692
 RL0692.Superseded values are not recommended for survey control.
 RL0692
 RL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0692.See file dsdata.pdf to determine how the superseded data were derived.
 RL0692
 RL0692_MARKER: DB = BENCH MARK DISK
 RL0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0692_STAMPING: B 163 1948
 RL0692_MARK LOGO: CGS
 RL0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0692+STABILITY: SURFACE MOTION
 RL0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0692+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 RL0692
 RL0692  HISTORY     - Date     Condition        Report By
 RL0692  HISTORY     - 1948     MONUMENTED       CGS
 RL0692  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0692  HISTORY     - 20040516 GOOD             GEOCAC
 RL0692
 RL0692                          STATION DESCRIPTION
 RL0692
 RL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0692'8.8 MI NW FROM COVINGTON.
 RL0692'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0692'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG
 RL0692'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0692'ALONG A SAND ROAD, THENCE ABOUT 1.55 MILES NORTHWEST ALONG A
 RL0692'SAND ROAD, ON THE CREST OF A SMALL KNOLL, 44 FEET WEST OF THE
 RL0692'CREST OF THE KNOLL, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0692'ROAD, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0692'POST PROJECTING 3 INCHES.
 RL0692
 RL0692                          STATION RECOVERY (1985)
 RL0692
 RL0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0692'MARK NOT FOUND.
 RL0692
 RL0692                          STATION RECOVERY (2004)
 RL0692
 RL0692'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0692'DUE TO ROAD CHANGES, NEW TO REACH FOLLOWS.
 RL0692'
 RL0692'COVINGTON, 2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0692'U.S. HWY 141 AT COVINGTON, THENCE ABOUT 4.25 MILES NORTH ALONG PLAINS
 RL0692'ROAD,  THENCE ABOUT 1.65 MILE NORTHWEST ALONG A 2-TRACK SAND FOREST
 RL0692'ROAD TO MARK ON THE LEFT.  ABOUT 1.0 MILE MW OF C 163.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0106 ***********************************************************************
 RL0106  DESIGNATION -  B 164
 RL0106  PID         -  RL0106
 RL0106  STATE/COUNTY-  MI/BARAGA
 RL0106  COUNTRY     -  US
 RL0106  USGS QUAD   -  GLOVERS CORNER (2017)
 RL0106
 RL0106                         *CURRENT SURVEY CONTROL
 RL0106  ______________________________________________________________________
 RL0106* NAD 83(1986) POSITION- 46 53 43.     (N) 088 07 20.     (W)   SCALED
 RL0106* NAVD 88 ORTHO HEIGHT -   219.681 (meters)      720.74  (feet) ADJUSTED
 RL0106  ______________________________________________________________________
 RL0106  GEOID HEIGHT    -        -35.248 (meters)                     GEOID18
 RL0106  DYNAMIC HEIGHT  -        219.696 (meters)      720.79  (feet) COMP
 RL0106  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 RL0106
 RL0106  VERT ORDER      -  SECOND    CLASS 0
 RL0106
 RL0106.The horizontal coordinates were scaled from a map and have
 RL0106.an estimated accuracy of +/- 6 seconds.
 RL0106
 RL0106.The orthometric height was determined by differential leveling and
 RL0106.adjusted by the NATIONAL GEODETIC SURVEY
 RL0106.in June 1991.
 RL0106
 RL0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0106.GEOID18 height accuracy estimate available here.
 RL0106
 RL0106.Click photographs - Photos may exist for this station.
 RL0106
 RL0106.The dynamic height is computed by dividing the NAVD 88
 RL0106.geopotential number by the normal gravity value computed on the
 RL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0106.degrees latitude (g = 980.6199 gals.).
 RL0106
 RL0106.The modeled gravity was interpolated from observed gravity values.
 RL0106
 RL0106;                    North         East    Units  Estimated Accuracy
 RL0106;SPC MI N     -   235,340.    7,914,490.      MT  (+/- 180 meters Scaled)
 RL0106
 RL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS145941(NAD 83)
 RL0106
 RL0106                          SUPERSEDED SURVEY CONTROL
 RL0106
 RL0106  NGVD 29 (??/??/92)  219.646  (m)          720.62   (f) ADJ UNCH    2 0
 RL0106
 RL0106.Superseded values are not recommended for survey control.
 RL0106
 RL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0106.See file dsdata.pdf to determine how the superseded data were derived.
 RL0106
 RL0106_MARKER: DB = BENCH MARK DISK
 RL0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0106_SP_SET: ABUTMENT
 RL0106_STAMPING: B 164 1948
 RL0106_MARK LOGO: CGS
 RL0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0106
 RL0106  HISTORY     - Date     Condition        Report By
 RL0106  HISTORY     - 1948     MONUMENTED       CGS
 RL0106  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0106
 RL0106                          STATION DESCRIPTION
 RL0106
 RL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0106'5.6 MI NE FROM SKANEE.
 RL0106'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0106'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0106'2.0 MILES EAST, ABOUT 0.5 MILE NORTH AND ABOUT 0.85 MILE EAST
 RL0106'ALONG GRAVEL ROADS, ABOUT 0.65 MILE WEST OF THE CROSSROADS AT
 RL0106'GLOVERS CORNER, SET IN THE TOP OF THE NORTH END OF THE WEST
 RL0106'ABUTMENT OF A 17-FOOT CONCRETE AND STEEL BRIDGE OVER GULSKOOG
 RL0106'CREEK, 139 FEET EAST OF THE JUNCTION OF A DRIVE TO A HOUSE ON
 RL0106'SOUTH SIDE OF ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RL0106'1 FOOT NORTH OF THE STEEL BEAM AND 1 1/2 FEET BELOW THE ROAD.
 RL0106
 RL0106                          STATION RECOVERY (2005)
 RL0106
 RL0106'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0106'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROUTE, THE BRIDGE WAS
 RL0106'REMOVED AND REPLACED WITH TWO (2) LARGE METAL CORRUGATED PIPE
 RL0106'CULVERTS.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0128 ***********************************************************************
 RK0128  DESIGNATION -  B 165
 RK0128  PID         -  RK0128
 RK0128  STATE/COUNTY-  MI/MARQUETTE
 RK0128  COUNTRY     -  US
 RK0128  USGS QUAD   -  MARQUETTE (2017)
 RK0128
 RK0128                         *CURRENT SURVEY CONTROL
 RK0128  ______________________________________________________________________
 RK0128* NAD 83(1986) POSITION- 46 33 52.     (N) 087 24 21.     (W)   SCALED
 RK0128* NAVD 88 ORTHO HEIGHT -   194.468 (meters)      638.02  (feet) ADJUSTED
 RK0128  ______________________________________________________________________
 RK0128  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 RK0128  DYNAMIC HEIGHT  -        194.486 (meters)      638.08  (feet) COMP
 RK0128  MODELED GRAVITY -    980,701.1   (mgal)                       NAVD 88
 RK0128
 RK0128  VERT ORDER      -  SECOND    CLASS 0
 RK0128
 RK0128.The horizontal coordinates were scaled from a map and have
 RK0128.an estimated accuracy of +/- 6 seconds.
 RK0128
 RK0128.The orthometric height was determined by differential leveling and
 RK0128.adjusted by the NATIONAL GEODETIC SURVEY
 RK0128.in June 1991.
 RK0128
 RK0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0128.GEOID18 height accuracy estimate available here.
 RK0128
 RK0128.Click photographs - Photos may exist for this station.
 RK0128
 RK0128.The dynamic height is computed by dividing the NAVD 88
 RK0128.geopotential number by the normal gravity value computed on the
 RK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0128.degrees latitude (g = 980.6199 gals.).
 RK0128
 RK0128.The modeled gravity was interpolated from observed gravity values.
 RK0128
 RK0128;                    North         East    Units  Estimated Accuracy
 RK0128;SPC MI N     -   198,040.    7,968,890.      MT  (+/- 180 meters Scaled)
 RK0128
 RK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS688568(NAD 83)
 RK0128
 RK0128                          SUPERSEDED SURVEY CONTROL
 RK0128
 RK0128  NGVD 29 (??/??/92)  194.431  (m)          637.90   (f) ADJ UNCH    2 0
 RK0128
 RK0128.Superseded values are not recommended for survey control.
 RK0128
 RK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0128.See file dsdata.pdf to determine how the superseded data were derived.
 RK0128
 RK0128_MARKER: DB = BENCH MARK DISK
 RK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0128_STAMPING: B 165 1948
 RK0128_MARK LOGO: CGS
 RK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0128+STABILITY: SURFACE MOTION
 RK0128
 RK0128  HISTORY     - Date     Condition        Report By
 RK0128  HISTORY     - 1948     MONUMENTED       CGS
 RK0128  HISTORY     - 1985     GOOD             NGS
 RK0128  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0128  HISTORY     - 20150926 MARK NOT FOUND   PROFLN
 RK0128
 RK0128                          STATION DESCRIPTION
 RK0128
 RK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0128'1 MI NW FROM MARQUETTE.
 RK0128'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0128'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 0.5 MILE WEST
 RK0128'ALONG COUNTY ROAD 550, AT A TURN IN COUNTY ROAD 550 WITH TANGENTS
 RK0128'EAST AND NORTH AND THE JUNCTION OF WRIGHT STREET WEST, 92 FEET
 RK0128'NORTHWEST OF THE CENTER OF THE JUNCTION, 76 FEET NORTH OF THE
 RK0128'CENTER LINE OF WRIGHT STREET, 49 FEET WEST OF THE CENTER LINE
 RK0128'OF THE NORTH TANGENT OF COUNTY ROAD 550, 17 FEET NORTHWEST
 RK0128'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 RK0128'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0128'POST PROJECTING 2 INCHES.
 RK0128
 RK0128                          STATION RECOVERY (1985)
 RK0128
 RK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0128'RECOVERED IN GOOD CONDITION.
 RK0128
 RK0128                          STATION RECOVERY (2001)
 RK0128
 RK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0128
 RK0128                          STATION RECOVERY (2015)
 RK0128
 RK0128'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RK0128'THINGS ARE SUFFICIENTLY DIFFERENT NOW WITH ROAD AND BUILDING
 RK0128'CONSTRUCTION SINCE 1948 THAT THE LOCATION OF THE MARK COULD NOT BE
 RK0128'DETERMINED.  THERE IS A BIT OF SLOPE OR ELEVATION DIFFERENCE FROM THE
 RK0128'ROAD UP TO THE GENERAL AREA OF THE MARK.  DETERMINING THE ELEVATION OF
 RK0128'THE GROUND IN RELATION TO THE ELEVATION OF THE MARK, IF ANOTHER BENCH
 RK0128'WERE NEARBY TO RUN FROM, MIGHT NARROW THE SEARCH AREA AND ESTABLISH
 RK0128'WHETHER THE MARK HAS BEEN GRADED OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0383 ***********************************************************************
 NF0383  DESIGNATION -  B 166
 NF0383  PID         -  NF0383
 NF0383  STATE/COUNTY-  MI/IONIA
 NF0383  COUNTRY     -  US
 NF0383  USGS QUAD   -  LAKE ODESSA (2017)
 NF0383
 NF0383                         *CURRENT SURVEY CONTROL
 NF0383  ______________________________________________________________________
 NF0383* NAD 83(1986) POSITION- 42 47 27.     (N) 085 12 45.     (W)   SCALED
 NF0383* NAVD 88 ORTHO HEIGHT -   257.947 (meters)      846.28  (feet) ADJUSTED
 NF0383  ______________________________________________________________________
 NF0383  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 NF0383  DYNAMIC HEIGHT  -        257.872 (meters)      846.04  (feet) COMP
 NF0383  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 NF0383
 NF0383  VERT ORDER      -  SECOND    CLASS 0
 NF0383
 NF0383.The horizontal coordinates were scaled from a map and have
 NF0383.an estimated accuracy of +/- 6 seconds.
 NF0383
 NF0383.The orthometric height was determined by differential leveling and
 NF0383.adjusted by the NATIONAL GEODETIC SURVEY
 NF0383.in June 1991.
 NF0383
 NF0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0383.GEOID18 height accuracy estimate available here.
 NF0383
 NF0383.Click photographs - Photos may exist for this station.
 NF0383
 NF0383.The dynamic height is computed by dividing the NAVD 88
 NF0383.geopotential number by the normal gravity value computed on the
 NF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0383.degrees latitude (g = 980.6199 gals.).
 NF0383
 NF0383.The modeled gravity was interpolated from observed gravity values.
 NF0383
 NF0383;                    North         East    Units  Estimated Accuracy
 NF0383;SPC MI S     -   143,730.    3,930,800.      MT  (+/- 180 meters Scaled)
 NF0383
 NF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461391(NAD 83)
 NF0383
 NF0383                          SUPERSEDED SURVEY CONTROL
 NF0383
 NF0383  NGVD 29 (??/??/92)  258.068  (m)          846.68   (f) ADJ UNCH    2 0
 NF0383
 NF0383.Superseded values are not recommended for survey control.
 NF0383
 NF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0383.See file dsdata.pdf to determine how the superseded data were derived.
 NF0383
 NF0383_MARKER: DB = BENCH MARK DISK
 NF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0383_STAMPING: B 166 1948
 NF0383_MARK LOGO: CGS
 NF0383_PROJECTION: FLUSH
 NF0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0383+STABILITY: SURFACE MOTION
 NF0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0383+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 NF0383
 NF0383  HISTORY     - Date     Condition        Report By
 NF0383  HISTORY     - 1948     MONUMENTED       CGS
 NF0383  HISTORY     - 20070622 GOOD             GEOCAC
 NF0383  HISTORY     - 20070628 GOOD             MIDT
 NF0383
 NF0383                          STATION DESCRIPTION
 NF0383
 NF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0383'4 MI SE FROM CLARKSVILLE.
 NF0383'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0383'THE STATION AT CLARKSVILLE, THENCE ABOUT 2.2 MILES SOUTH ALONG
 NF0383'ELM ROAD, ABOUT 0.4 MILE NORTH OF THE INTERSECTION OF STATE
 NF0383'HIGHWAY 50, AT A LARGE UNPAINTED HOUSE ON EAST SIDE OF ROAD
 NF0383'(HOUSE NO. 13762), 108 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0383'CORNER OF THE HOUSE 98 FEET SOUTH OF THE CENTER LINE OF THE
 NF0383'DRIVE TO HOUSE, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NF0383'11 FEET SOUTH OF A 22-INCH MAPLE TREE 4 FEET SOUTH OF A FENCE
 NF0383'CORNER, 1 FOOT WEST OF FENCE LINE SOUTH, 1 1/2 FEET NORTH OF A
 NF0383'WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE ROAD AND SET
 NF0383'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0383
 NF0383                          STATION RECOVERY (2007)
 NF0383
 NF0383'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0383'RECOVERED IN GOOD CONDITION.
 NF0383
 NF0383                          STATION RECOVERY (2007)
 NF0383
 NF0383'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0383'HOUSE IN THE PREVIOUS DESCRIPTION IS LABELED 13583. MARK IS PROTRUDING
 NF0383'15 CM (6 INCHES) ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0394 ***********************************************************************
 NF0394  DESIGNATION -  B 167 RESET
 NF0394  PID         -  NF0394
 NF0394  STATE/COUNTY-  MI/KENT
 NF0394  COUNTRY     -  US
 NF0394  USGS QUAD   -  ALTO (2017)
 NF0394
 NF0394                         *CURRENT SURVEY CONTROL
 NF0394  ______________________________________________________________________
 NF0394* NAD 83(1986) POSITION- 42 52 11.     (N) 085 27 32.     (W)   SCALED
 NF0394* NAVD 88 ORTHO HEIGHT -   219.21  (+/-2cm)      719.2   (feet) VERTCON3
 NF0394  ______________________________________________________________________
 NF0394  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 NF0394  VERT ORDER      -  THIRD (See Below)
 NF0394
 NF0394.The horizontal coordinates were scaled from a map and have
 NF0394.an estimated accuracy of +/- 6 seconds.
 NF0394
 NF0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0394
 NF0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0394.GEOID18 height accuracy estimate available here.
 NF0394
 NF0394.The vertical order pertains to the NGVD 29 superseded value.
 NF0394
 NF0394.Click photographs - Photos may exist for this station.
 NF0394
 NF0394;                    North         East    Units  Estimated Accuracy
 NF0394;SPC MI S     -   152,720.    3,910,760.      MT  (+/- 180 meters Scaled)
 NF0394
 NF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258474(NAD 83)
 NF0394
 NF0394                          SUPERSEDED SURVEY CONTROL
 NF0394
 NF0394  NGVD 29 (??/??/??)  219.34   (m)          719.6    (f) RESET       3  
 NF0394
 NF0394.Superseded values are not recommended for survey control.
 NF0394
 NF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0394.See file dsdata.pdf to determine how the superseded data were derived.
 NF0394
 NF0394_MARKER: DB = BENCH MARK DISK
 NF0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0394_SP_SET: ABUTMENT
 NF0394_STAMPING: B 167 RESET 1962
 NF0394_MARK LOGO: CGS
 NF0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0394
 NF0394  HISTORY     - Date     Condition        Report By
 NF0394  HISTORY     - 1962     MONUMENTED       MI-081
 NF0394  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0394
 NF0394                          STATION DESCRIPTION
 NF0394
 NF0394'DESCRIBED BY KENT COUNTY MICHIGAN 1962
 NF0394'0.9 MI SW FROM MC CORDS.
 NF0394'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0394'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 0.1 MILE
 NF0394'SOUTH ALONG WHITNEYVILLE AVENUE, SET IN TOP OF THE WEST END
 NF0394'OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE, 22 FEET WEST OF
 NF0394'AND ABOUT 1 FOOT BELOW THE CENTERLINE OF THE ROAD.
 NF0394
 NF0394                          STATION RECOVERY (1985)
 NF0394
 NF0394'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0594 ***********************************************************************
 NF0594  DESIGNATION -  B 170
 NF0594  PID         -  NF0594
 NF0594  STATE/COUNTY-  MI/ALLEGAN
 NF0594  COUNTRY     -  US
 NF0594  USGS QUAD   -  OTSEGO (2017)
 NF0594
 NF0594                         *CURRENT SURVEY CONTROL
 NF0594  ______________________________________________________________________
 NF0594* NAD 83(1986) POSITION- 42 27 52.88   (N) 085 38 31.55   (W)   HD_HELD1
 NF0594* NAVD 88 ORTHO HEIGHT -   219.495 (meters)      720.13  (feet) ADJUSTED
 NF0594  ______________________________________________________________________
 NF0594  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 NF0594  DYNAMIC HEIGHT  -        219.430 (meters)      719.91  (feet) COMP
 NF0594  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NF0594
 NF0594  VERT ORDER      -  FIRST     CLASS II
 NF0594
 NF0594.The horizontal coordinates were determined by differentially corrected
 NF0594.hand held GPS observations or other comparable positioning techniques
 NF0594.and have an estimated accuracy of +/- 3 meters.
 NF0594
 NF0594.The orthometric height was determined by differential leveling and
 NF0594.adjusted by the NATIONAL GEODETIC SURVEY
 NF0594.in October 2009.
 NF0594
 NF0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0594.GEOID18 height accuracy estimate available here.
 NF0594
 NF0594.Click photographs - Photos may exist for this station.
 NF0594
 NF0594.The dynamic height is computed by dividing the NAVD 88
 NF0594.geopotential number by the normal gravity value computed on the
 NF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0594.degrees latitude (g = 980.6199 gals.).
 NF0594
 NF0594.The modeled gravity was interpolated from observed gravity values.
 NF0594
 NF0594;                    North         East    Units  Estimated Accuracy
 NF0594;SPC MI S     -   107,949.8   3,895,112.9     MT  (+/- 3 meters HH1 GPS) 
 NF0594
 NF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1163702265(NAD 83)
 NF0594
 NF0594                          SUPERSEDED SURVEY CONTROL
 NF0594
 NF0594  NAVD 88 (06/15/91)  219.486  (m)          720.10   (f) SUPERSEDED  2 0
 NF0594  NGVD 29 (??/??/92)  219.619  (m)          720.53   (f) ADJ UNCH    2 0
 NF0594
 NF0594.Superseded values are not recommended for survey control.
 NF0594
 NF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0594.See file dsdata.pdf to determine how the superseded data were derived.
 NF0594
 NF0594_MARKER: DB = BENCH MARK DISK
 NF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0594_STAMPING: B 170 1948
 NF0594_MARK LOGO: CGS
 NF0594_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0594+STABILITY: SURFACE MOTION
 NF0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0594+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 NF0594
 NF0594  HISTORY     - Date     Condition        Report By
 NF0594  HISTORY     - 1948     MONUMENTED       CGS
 NF0594  HISTORY     - 1974     POOR             NGS
 NF0594  HISTORY     - 1984     GOOD             NGS
 NF0594  HISTORY     - 1989     GOOD             USPSQD
 NF0594  HISTORY     - 19940317 GOOD             MIDT
 NF0594  HISTORY     - 20051015 GOOD             USPSQD
 NF0594  HISTORY     - 20080110 GOOD             TETRA
 NF0594  HISTORY     - 20080505 GOOD             COLEM
 NF0594
 NF0594                          STATION DESCRIPTION
 NF0594
 NF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0594'1.5 MI N FROM PLAINWELL.
 NF0594'1.5 MILES NORTH ALONG U.S. HIGHWAY 131 FROM ITS JUNCTION WITH
 NF0594'STATE HIGHWAY 89 AT PLAINWELL, AT THE SOUTHEAST CORNER OF THE
 NF0594'OTSEGO-PLAINWELL MUNICIPAL AIRPORT, AND AT AN EAST-WEST BLACK
 NF0594'TOP ROAD CROSSING (COUNTY ROAD 412 EAST), 49 FEET WEST OF THE
 NF0594'CENTER LINE OF THE HIGHWAY, 71 FEET NORTH OF THE CENTER LINE OF THE
 NF0594'BLACK TOP ROAD WEST, 39 FEET NORTH OF A FENCE CORNER, 1 FOOT
 NF0594'EAST OF THE AIRPORT FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 NF0594'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 NF0594'CONCRETE POST PROJECTING 4 INCHES.
 NF0594
 NF0594                          STATION RECOVERY (1974)
 NF0594
 NF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0594'MARK RECOVERED IN POOR CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1984)
 NF0594
 NF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0594'RECOVERED IN GOOD CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1989)
 NF0594
 NF0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0594'RECOVERED IN GOOD CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1994)
 NF0594
 NF0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 NF0594'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH ALONG 10TH STREET FROM ITS
 NF0594'JUNCTION WITH STATE HIGHWAY 89 AT THE SOUTHEAST CORNER OF THE
 NF0594'OTSEGO-PLAINWELL MUNI AIRPORT AND AT A EAST - WEST BLACKTO ROAD
 NF0594'CROSSIN (106TH AVE. AND 10TH STREET).  IN THE SOUTHEAST CORNER OF
 NF0594'SECTION 18, T-1-N, R-11-W. STATION IS 48.3 FEET (14.7 M) WEST FROM
 NF0594'CENTERLINE OF 10TH STREET, 112.2 FEET (34.2 M) SOUTH FROM FACE OF OAK
 NF0594'TREE, AND 40.3 FEET (12.3 M) NORTH FROM A UTILITY POLE. STATION IS SET
 NF0594'IN CONCRETE 1 FOOT (0.3 M) NORTH OF WITNESS POST, ABOUT 1 FOOT (0.3 M)
 NF0594'BELOW PAVEMENT LEVEL AND 4 INCHES ABOVE GROUND.
 NF0594
 NF0594                          STATION RECOVERY (2005)
 NF0594
 NF0594'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0594'RECOVERED IN GOOD CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (2008)
 NF0594
 NF0594'RECOVERY NOTE BY TETRA TECH INCORPORATED 2008 (ANB)
 NF0594'THE MONUMENT IS LEANING SLIGHTLY FROM THE VERTICAL. THE ELEVATION
 NF0594'STILL CHECKS TO THE NEARBY NGS BM C 170
 NF0594
 NF0594                          STATION RECOVERY (2008)
 NF0594
 NF0594'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0594'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0857 ***********************************************************************
 NF0857  DESIGNATION -  B 171
 NF0857  PID         -  NF0857
 NF0857  STATE/COUNTY-  MI/ALLEGAN
 NF0857  COUNTRY     -  US
 NF0857  USGS QUAD   -  ALLEGAN (2017)
 NF0857
 NF0857                         *CURRENT SURVEY CONTROL
 NF0857  ______________________________________________________________________
 NF0857* NAD 83(1986) POSITION- 42 30 29.43   (N) 085 46 45.16   (W)   HD_HELD1
 NF0857* NAVD 88 ORTHO HEIGHT -   223.508 (meters)      733.29  (feet) ADJUSTED
 NF0857  ______________________________________________________________________
 NF0857  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 NF0857  DYNAMIC HEIGHT  -        223.447 (meters)      733.09  (feet) COMP
 NF0857  MODELED GRAVITY -    980,339.5   (mgal)                       NAVD 88
 NF0857
 NF0857  VERT ORDER      -  SECOND    CLASS 0
 NF0857
 NF0857.The horizontal coordinates were determined by differentially corrected
 NF0857.hand held GPS observations or other comparable positioning techniques
 NF0857.and have an estimated accuracy of +/- 3 meters.
 NF0857
 NF0857.The orthometric height was determined by differential leveling and
 NF0857.adjusted by the NATIONAL GEODETIC SURVEY
 NF0857.in June 1991.
 NF0857
 NF0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0857.GEOID18 height accuracy estimate available here.
 NF0857
 NF0857.Click photographs - Photos may exist for this station.
 NF0857
 NF0857.The dynamic height is computed by dividing the NAVD 88
 NF0857.geopotential number by the normal gravity value computed on the
 NF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0857.degrees latitude (g = 980.6199 gals.).
 NF0857
 NF0857.The modeled gravity was interpolated from observed gravity values.
 NF0857
 NF0857;                    North         East    Units  Estimated Accuracy
 NF0857;SPC MI S     -   112,959.3   3,883,919.1     MT  (+/- 3 meters HH1 GPS) 
 NF0857
 NF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0029506922(NAD 83)
 NF0857
 NF0857                          SUPERSEDED SURVEY CONTROL
 NF0857
 NF0857  NGVD 29 (??/??/92)  223.643  (m)          733.74   (f) ADJ UNCH    2 0
 NF0857
 NF0857.Superseded values are not recommended for survey control.
 NF0857
 NF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0857.See file dsdata.pdf to determine how the superseded data were derived.
 NF0857
 NF0857_MARKER: DB = BENCH MARK DISK
 NF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0857_STAMPING: B 171 1948
 NF0857_MARK LOGO: CGS
 NF0857_PROJECTION: FLUSH
 NF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0857+STABILITY: SURFACE MOTION
 NF0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0857+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2021
 NF0857
 NF0857  HISTORY     - Date     Condition        Report By
 NF0857  HISTORY     - 1948     MONUMENTED       CGS
 NF0857  HISTORY     - 1977     GOOD             MIDH
 NF0857  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0857  HISTORY     - 19971011 GOOD             USPSQD
 NF0857  HISTORY     - 20070317 GOOD             USPSQD
 NF0857  HISTORY     - 20210628 GOOD             MIDT
 NF0857  HISTORY     - 20211013 GOOD             MIDT
 NF0857
 NF0857                          STATION DESCRIPTION
 NF0857
 NF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0857'5.6 MI SE FROM ALLEGAN.
 NF0857'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE
 NF0857'OVER KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 2.0 MILES SOUTH
 NF0857'ALONG A GRAVEL ROAD, ABOUT 0.8 MILE NORTH OF THE INTERSECTION
 NF0857'OF STATE HIGHWAY 89, ABOUT 1.1 MILES SOUTH OF THE CROSSING OF
 NF0857'THE NEW YORK CENTRAL RAILROAD, AT THE JUNCTION OF A ROAD EAST,
 NF0857'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 99 FEET NORTH
 NF0857'OF THE CENTER LINE OF THE ROAD EAST, 59 FEET NORTH OF A
 NF0857'10-INCH OAK TREE, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF
 NF0857'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 NF0857'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0857
 NF0857                          STATION RECOVERY (1977)
 NF0857
 NF0857'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0857'RECOVERED IN GOOD CONDITION.
 NF0857
 NF0857                          STATION RECOVERY (1997)
 NF0857
 NF0857'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0857'MARK NOT FOUND.
 NF0857
 NF0857                          STATION RECOVERY (1997)
 NF0857
 NF0857'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0857'RECOVERED IN GOOD CONDITION.
 NF0857
 NF0857                          STATION RECOVERY (2007)
 NF0857
 NF0857'RECOVERY NOTE BY US POWER SQUADRON 2007 (HLH)
 NF0857'OAK TREE GONE, WIRE FENCE GONE, NOW JUST WEST OF CARSONITE WITNESS
 NF0857'POST.
 NF0857
 NF0857                          STATION RECOVERY (2021)
 NF0857
 NF0857'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF0857'RECOVERED IN GOOD CONDITION.
 NF0857
 NF0857                          STATION RECOVERY (2021)
 NF0857
 NF0857'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NF0857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0931 ***********************************************************************
 NF0931  DESIGNATION -  B 172
 NF0931  PID         -  NF0931
 NF0931  STATE/COUNTY-  MI/ALLEGAN
 NF0931  COUNTRY     -  US
 NF0931  USGS QUAD   -  WAYLAND (2017)
 NF0931
 NF0931                         *CURRENT SURVEY CONTROL
 NF0931  ______________________________________________________________________
 NF0931* NAD 83(1986) POSITION- 42 38 17.     (N) 085 43 19.     (W)   SCALED
 NF0931* NAVD 88 ORTHO HEIGHT -   217.428 (meters)      713.35  (feet) ADJUSTED
 NF0931  ______________________________________________________________________
 NF0931  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 NF0931  DYNAMIC HEIGHT  -        217.368 (meters)      713.15  (feet) COMP
 NF0931  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 NF0931
 NF0931  VERT ORDER      -  SECOND    CLASS 0
 NF0931
 NF0931.The horizontal coordinates were scaled from a map and have
 NF0931.an estimated accuracy of +/- 6 seconds.
 NF0931
 NF0931.The orthometric height was determined by differential leveling and
 NF0931.adjusted by the NATIONAL GEODETIC SURVEY
 NF0931.in June 1991.
 NF0931
 NF0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0931.GEOID18 height accuracy estimate available here.
 NF0931
 NF0931.Click photographs - Photos may exist for this station.
 NF0931
 NF0931.The dynamic height is computed by dividing the NAVD 88
 NF0931.geopotential number by the normal gravity value computed on the
 NF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0931.degrees latitude (g = 980.6199 gals.).
 NF0931
 NF0931.The modeled gravity was interpolated from observed gravity values.
 NF0931
 NF0931;                    North         East    Units  Estimated Accuracy
 NF0931;SPC MI S     -   127,310.    3,888,860.      MT  (+/- 180 meters Scaled)
 NF0931
 NF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN047214(NAD 83)
 NF0931
 NF0931                          SUPERSEDED SURVEY CONTROL
 NF0931
 NF0931  NGVD 29 (??/??/92)  217.561  (m)          713.78   (f) ADJ UNCH    2 0
 NF0931
 NF0931.Superseded values are not recommended for survey control.
 NF0931
 NF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0931.See file dsdata.pdf to determine how the superseded data were derived.
 NF0931
 NF0931_MARKER: DB = BENCH MARK DISK
 NF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0931_STAMPING: B 172 1948
 NF0931_MARK LOGO: CGS
 NF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0931+STABILITY: SURFACE MOTION
 NF0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0931+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2007
 NF0931
 NF0931  HISTORY     - Date     Condition        Report By
 NF0931  HISTORY     - 1948     MONUMENTED       CGS
 NF0931  HISTORY     - 1974     GOOD             NGS
 NF0931  HISTORY     - 1987     GOOD             USPSQD
 NF0931  HISTORY     - 1989     GOOD             USPSQD
 NF0931  HISTORY     - 19971011 GOOD             USPSQD
 NF0931  HISTORY     - 19990322 GOOD             USPSQD
 NF0931  HISTORY     - 20070602 GOOD             GEOCAC
 NF0931
 NF0931                          STATION DESCRIPTION
 NF0931
 NF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0931'4.6 MI NW FROM BRADLEY.
 NF0931'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 NF0931'AT BRADLEY, THENCE ABOUT 4.05 MILES WEST ALONG A COUNTY ROAD,
 NF0931'ABOUT 0.3 MILE EAST OF A 50-FOOT BRIDGE, IN THE SOUTHWEST QUARTER
 NF0931'OF THE INTERSECTION OF COUNTY ROAD 639, 33 FEET SOUTH OF THE
 NF0931'CENTER LINE OF THE ROAD, 43 FEET WEST OF THE CENTER LINE OF
 NF0931'COUNTY ROAD 639, 14 FEET WEST OF A FENCE CORNER, 177 FEET SOUTHWEST
 NF0931'AND ACROSS THE INTERSECTION FROM A SMALL WHITE BUNGALOW, 119 FEET
 NF0931'WEST OF A 24-INCH MAPLE TREE ON SOUTH EDGE OF ROAD EAST, 53 FEET
 NF0931'SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 22/1, 2 FEET
 NF0931'NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0931'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0931'POST PROJECTING 4 INCHES.
 NF0931
 NF0931                          STATION RECOVERY (1974)
 NF0931
 NF0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1987)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1989)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1997)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1999)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (2007)
 NF0931
 NF0931'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0931'LOCATED AT SW CORNER OF INTERSECTION 18TH ST + 130TH AVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0920 ***********************************************************************
 NF0920  DESIGNATION -  B 173
 NF0920  PID         -  NF0920
 NF0920  STATE/COUNTY-  MI/ALLEGAN
 NF0920  COUNTRY     -  US
 NF0920  USGS QUAD   -  MILLGROVE (2017)
 NF0920
 NF0920                         *CURRENT SURVEY CONTROL
 NF0920  ______________________________________________________________________
 NF0920* NAD 83(1986) POSITION- 42 37 23.     (N) 085 53 58.     (W)   SCALED
 NF0920* NAVD 88 ORTHO HEIGHT -   215.622 (meters)      707.42  (feet) ADJUSTED
 NF0920  ______________________________________________________________________
 NF0920  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 NF0920  DYNAMIC HEIGHT  -        215.565 (meters)      707.23  (feet) COMP
 NF0920  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 NF0920
 NF0920  VERT ORDER      -  SECOND    CLASS 0
 NF0920
 NF0920.The horizontal coordinates were scaled from a map and have
 NF0920.an estimated accuracy of +/- 6 seconds.
 NF0920
 NF0920.The orthometric height was determined by differential leveling and
 NF0920.adjusted by the NATIONAL GEODETIC SURVEY
 NF0920.in June 1991.
 NF0920
 NF0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0920.GEOID18 height accuracy estimate available here.
 NF0920
 NF0920.Click photographs - Photos may exist for this station.
 NF0920
 NF0920.The dynamic height is computed by dividing the NAVD 88
 NF0920.geopotential number by the normal gravity value computed on the
 NF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0920.degrees latitude (g = 980.6199 gals.).
 NF0920
 NF0920.The modeled gravity was interpolated from observed gravity values.
 NF0920
 NF0920;                    North         East    Units  Estimated Accuracy
 NF0920;SPC MI S     -   125,890.    3,874,270.      MT  (+/- 180 meters Scaled)
 NF0920
 NF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN902195(NAD 83)
 NF0920
 NF0920                          SUPERSEDED SURVEY CONTROL
 NF0920
 NF0920  NGVD 29 (??/??/92)  215.759  (m)          707.87   (f) ADJ UNCH    2 0
 NF0920
 NF0920.Superseded values are not recommended for survey control.
 NF0920
 NF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0920.See file dsdata.pdf to determine how the superseded data were derived.
 NF0920
 NF0920_MARKER: DB = BENCH MARK DISK
 NF0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0920_STAMPING: B 173 1948
 NF0920_MARK LOGO: CGS
 NF0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0920+STABILITY: SURFACE MOTION
 NF0920
 NF0920  HISTORY     - Date     Condition        Report By
 NF0920  HISTORY     - 1948     MONUMENTED       CGS
 NF0920  HISTORY     - 1987     GOOD             USPSQD
 NF0920  HISTORY     - 1989     GOOD             USPSQD
 NF0920  HISTORY     - 20221114 MARK NOT FOUND   WILWRK
 NF0920
 NF0920                          STATION DESCRIPTION
 NF0920
 NF0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0920'4.1 MI SW FROM MONTEREY.
 NF0920'ABOUT 3.1 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0920'AT MONTEREY, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD, AT
 NF0920'AN EAST-WEST CROSSROAD, 38 FEET NORTH OF THE CENTER LINE OF THE
 NF0920'EAST-WEST ROAD, 54 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0920'ROAD, 57 FEET SOUTHWEST OF A 20-INCH POPLAR TREE, 107 FEET
 NF0920'WEST-NORTHWEST AND ACROSS THE NORTH-SOUTH ROAD FROM THE WEST
 NF0920'END OF THE NORTH HEADWALL OF A PIPE CULVERT UNDER ROAD EAST,
 NF0920'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0920'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0920'6 INCHES.
 NF0920
 NF0920                          STATION RECOVERY (1987)
 NF0920
 NF0920'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0920'RECOVERED IN GOOD CONDITION.
 NF0920
 NF0920                          STATION RECOVERY (1989)
 NF0920
 NF0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0920'RECOVERED IN GOOD CONDITION.
 NF0920
 NF0920                          STATION RECOVERY (2022)
 NF0920
 NF0920'RECOVERY NOTE BY WILLIAMS AND WORK INC 2022 (JL)
 NF0920'CULVERT WITNESS IS PLAUSIBLE BUT WOODEN POST IS GONE.  ROAD WITNESSES
 NF0920'(128TH AVENUE A.K.A. A42 EAST-WEST AND 36TH ST NORTH-SOUTH) INDICATE
 NF0920'THAT ROAD GRADE WAS RAISED CONSIDERABLY BY RECONSTRUCTION.  DESCRIBED
 NF0920'LOCATION OF MARK PUTS ITS ELEVATION WELL BELOW CURRENT ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0642 ***********************************************************************
 NF0642  DESIGNATION -  B 174
 NF0642  PID         -  NF0642
 NF0642  STATE/COUNTY-  MI/VAN BUREN
 NF0642  COUNTRY     -  US
 NF0642  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0642
 NF0642                         *CURRENT SURVEY CONTROL
 NF0642  ______________________________________________________________________
 NF0642* NAD 83(1986) POSITION- 42 24 39.     (N) 085 57 28.     (W)   SCALED
 NF0642* NAVD 88 ORTHO HEIGHT -   223.535 (meters)      733.38  (feet) ADJUSTED
 NF0642  ______________________________________________________________________
 NF0642  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 NF0642  DYNAMIC HEIGHT  -        223.473 (meters)      733.18  (feet) COMP
 NF0642  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 NF0642
 NF0642  VERT ORDER      -  SECOND    CLASS 0
 NF0642
 NF0642.The horizontal coordinates were scaled from a map and have
 NF0642.an estimated accuracy of +/- 6 seconds.
 NF0642
 NF0642.The orthometric height was determined by differential leveling and
 NF0642.adjusted by the NATIONAL GEODETIC SURVEY
 NF0642.in June 1991.
 NF0642
 NF0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0642.GEOID18 height accuracy estimate available here.
 NF0642
 NF0642.Click photographs - Photos may exist for this station.
 NF0642
 NF0642.The dynamic height is computed by dividing the NAVD 88
 NF0642.geopotential number by the normal gravity value computed on the
 NF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0642.degrees latitude (g = 980.6199 gals.).
 NF0642
 NF0642.The modeled gravity was interpolated from observed gravity values.
 NF0642
 NF0642;                    North         East    Units  Estimated Accuracy
 NF0642;SPC MI S     -   102,410.    3,869,040.      MT  (+/- 180 meters Scaled)
 NF0642
 NF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM857959(NAD 83)
 NF0642
 NF0642                          SUPERSEDED SURVEY CONTROL
 NF0642
 NF0642  NGVD 29 (??/??/92)  223.671  (m)          733.83   (f) ADJ UNCH    2 0
 NF0642
 NF0642.Superseded values are not recommended for survey control.
 NF0642
 NF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0642.See file dsdata.pdf to determine how the superseded data were derived.
 NF0642
 NF0642_MARKER: DB = BENCH MARK DISK
 NF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0642_STAMPING: B 174 1948
 NF0642_MARK LOGO: CGS
 NF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0642+STABILITY: SURFACE MOTION
 NF0642
 NF0642  HISTORY     - Date     Condition        Report By
 NF0642  HISTORY     - 1948     MONUMENTED       CGS
 NF0642  HISTORY     - 1983     GOOD             USPSQD
 NF0642  HISTORY     - 1984     GOOD             NGS
 NF0642  HISTORY     - 1989     GOOD             USPSQD
 NF0642  HISTORY     - 19971010 GOOD             USPSQD
 NF0642  HISTORY     - 20230328 MARK NOT FOUND   MIDT
 NF0642
 NF0642                          STATION DESCRIPTION
 NF0642
 NF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0642'2 MI N FROM BLOOMINGDALE.
 NF0642'1.95 MILES NORTH ALONG A BLACK TOP ROAD TO CHESHIRE FROM THE
 NF0642'MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, ABOUT 0.
 NF0642'MILE SOUTH OF THE VAN BUREN-ALLEGAN COUNTY LINE AND A CURVE
 NF0642'IN THE ROAD WITH TANGENTS EAST AND SOUTH AND THE JUNCTION OF A
 NF0642'ROAD WEST, ABOUT 0.45 MILE NORTH OF A CROSSROAD, ABOUT 0.1 MILE
 NF0642'NORTH OF THE TOP OF A GRADE, 30 FEET EAST OF THE CENTER LINE OF THE
 NF0642'ROAD, 101 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 NF0642'CORNER OF A 2-STORY FARM HOUSE, 15 FEET NORTH OF THE CENTER LINE
 NF0642'OF A DRIVE TO A FIELD, 16 FEET SOUTH OF A 30-INCH SYCAMORE TREE,
 NF0642'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5
 NF0642'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0642'4 INCHES.
 NF0642
 NF0642                          STATION RECOVERY (1983)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0642'8 INCHES EAST OF A METAL WITNESS POST. BURIED 4 INCHES BELOW SURFACE.
 NF0642'NEARBY LANDMARKS MISSING OR CHANGED: SYCAMORE TREE MISSING. WOODEN
 NF0642'WITNESS POST LEANING 45 DEGREES. RIALS AND CROSSTIES ARE MISSING IN
 NF0642'BLOOMINGDALE, RAILROAD STATION BUILDING STILL STANDING.
 NF0642
 NF0642                          STATION RECOVERY (1984)
 NF0642
 NF0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0642'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE BLACK
 NF0642'TOP ROAD MENTIONED IN THE OLD DESCRIPTION IS NOW COUNTY ROAD 665.  NOT
 NF0642'LEVELED TO DURING THIS SURVEY.
 NF0642
 NF0642                          STATION RECOVERY (1989)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0642'RECOVERED IN GOOD CONDITION.
 NF0642
 NF0642                          STATION RECOVERY (1997)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0642'RECOVERED IN GOOD CONDITION.
 NF0642
 NF0642                          STATION RECOVERY (2023)
 NF0642
 NF0642'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0516 ***********************************************************************
 NF0516  DESIGNATION -  B 175
 NF0516  PID         -  NF0516
 NF0516  STATE/COUNTY-  MI/BARRY
 NF0516  COUNTRY     -  US
 NF0516  USGS QUAD   -  DELTON (2017)
 NF0516
 NF0516                         *CURRENT SURVEY CONTROL
 NF0516  ______________________________________________________________________
 NF0516* NAD 83(1986) POSITION- 42 27 53.06   (N) 085 28 40.43   (W)   HD_HELD1
 NF0516* NAVD 88 ORTHO HEIGHT -   285.848 (meters)      937.82  (feet) ADJUSTED
 NF0516  ______________________________________________________________________
 NF0516  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 NF0516  DYNAMIC HEIGHT  -        285.761 (meters)      937.53  (feet) COMP
 NF0516  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 NF0516
 NF0516  VERT ORDER      -  SECOND    CLASS 0
 NF0516
 NF0516.The horizontal coordinates were determined by differentially corrected
 NF0516.hand held GPS observations or other comparable positioning techniques
 NF0516.and have an estimated accuracy of +/- 3 meters.
 NF0516
 NF0516.The orthometric height was determined by differential leveling and
 NF0516.adjusted by the NATIONAL GEODETIC SURVEY
 NF0516.in June 1991.
 NF0516
 NF0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0516.GEOID18 height accuracy estimate available here.
 NF0516
 NF0516.Click photographs - Photos may exist for this station.
 NF0516
 NF0516.The dynamic height is computed by dividing the NAVD 88
 NF0516.geopotential number by the normal gravity value computed on the
 NF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0516.degrees latitude (g = 980.6199 gals.).
 NF0516
 NF0516.The modeled gravity was interpolated from observed gravity values.
 NF0516
 NF0516;                    North         East    Units  Estimated Accuracy
 NF0516;SPC MI S     -   107,763.9   3,908,615.4     MT  (+/- 3 meters HH1 GPS) 
 NF0516
 NF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2513602500(NAD 83)
 NF0516
 NF0516                          SUPERSEDED SURVEY CONTROL
 NF0516
 NF0516  NGVD 29 (??/??/92)  285.972  (m)          938.23   (f) ADJ UNCH    2 0
 NF0516
 NF0516.Superseded values are not recommended for survey control.
 NF0516
 NF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0516.See file dsdata.pdf to determine how the superseded data were derived.
 NF0516
 NF0516_MARKER: DB = BENCH MARK DISK
 NF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0516_STAMPING: B 175 1948
 NF0516_MARK LOGO: CGS
 NF0516_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0516+STABILITY: SURFACE MOTION
 NF0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0516+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2021
 NF0516
 NF0516  HISTORY     - Date     Condition        Report By
 NF0516  HISTORY     - 1948     MONUMENTED       CGS
 NF0516  HISTORY     - 19940312 GOOD             MI-015
 NF0516  HISTORY     - 20041023 GOOD             USPSQD
 NF0516  HISTORY     - 20210722 GOOD             MIDT
 NF0516
 NF0516                          STATION DESCRIPTION
 NF0516
 NF0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0516'1.4 MI W FROM MILO.
 NF0516'1.45 MILES WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND ROAD
 NF0516'JUNCTION AT MILO, AT A TURN IN THE ROAD WITH TANGENTS SOUTH AND
 NF0516'WEST AND A ROAD LEADING NORTH, 91 FEET NORTH OF THE PROLONGED
 NF0516'CENTER LINE OF THE ROAD WEST, 25 FEET EAST OF THE CENTER LINE
 NF0516'OF THE ROAD NORTH, 1 FOOT WEST OF A WIRE FENCE, 49 FEET SOUTH OF
 NF0516'A 20-INCH HICKORY TREE IN THE FENCE LINE, 83 FEET NORTH OF A
 NF0516'FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0516'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0516'PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM DOSTER BY GOING
 NF0516'ABOUT 3.45 MILES EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0516'CROSSROAD AT DOSTER.
 NF0516
 NF0516                          STATION RECOVERY (1994)
 NF0516
 NF0516'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0516'THE 20-INCH HICKORY TREE MENTIONED IN OLD DESCRIPTION IS NOW 34-INCHES
 NF0516'IN DIAMETER.  STATION IS 26.0 FT (7.9 M) EAST OF CENTERLINE, 87.0 FT
 NF0516'(26.5 M) NORTH OF CENTERLINE AND ABOUT 2.0 FT (0.6 M) BELOW THE ROAD.
 NF0516'LOCATED IN THE SOUTHWEST 1/4 OF SECTION 15, PRAIRIEVILLE TOWNSHIP.
 NF0516
 NF0516                          STATION RECOVERY (2004)
 NF0516
 NF0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0516'NOW 8' WEST OF A FENCE, 11.5' SW OF A CARSONITE WITNESS POST
 NF0516
 NF0516                          STATION RECOVERY (2021)
 NF0516
 NF0516'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0841 ***********************************************************************
 NF0841  DESIGNATION -  B 176
 NF0841  PID         -  NF0841
 NF0841  STATE/COUNTY-  MI/ALLEGAN
 NF0841  COUNTRY     -  US
 NF0841  USGS QUAD   -  ORANGEVILLE (2017)
 NF0841
 NF0841                         *CURRENT SURVEY CONTROL
 NF0841  ______________________________________________________________________
 NF0841* NAD 83(1986) POSITION- 42 35 41.     (N) 085 35 53.     (W)   SCALED
 NF0841* NAVD 88 ORTHO HEIGHT -   233.690 (meters)      766.70  (feet) ADJUSTED
 NF0841  ______________________________________________________________________
 NF0841  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 NF0841  DYNAMIC HEIGHT  -        233.622 (meters)      766.47  (feet) COMP
 NF0841  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 NF0841
 NF0841  VERT ORDER      -  SECOND    CLASS 0
 NF0841
 NF0841.The horizontal coordinates were scaled from a map and have
 NF0841.an estimated accuracy of +/- 6 seconds.
 NF0841
 NF0841.The orthometric height was determined by differential leveling and
 NF0841.adjusted by the NATIONAL GEODETIC SURVEY
 NF0841.in June 1991.
 NF0841
 NF0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0841.GEOID18 height accuracy estimate available here.
 NF0841
 NF0841.Click photographs - Photos may exist for this station.
 NF0841
 NF0841.The dynamic height is computed by dividing the NAVD 88
 NF0841.geopotential number by the normal gravity value computed on the
 NF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0841.degrees latitude (g = 980.6199 gals.).
 NF0841
 NF0841.The modeled gravity was interpolated from observed gravity values.
 NF0841
 NF0841;                    North         East    Units  Estimated Accuracy
 NF0841;SPC MI S     -   122,340.    3,898,950.      MT  (+/- 180 meters Scaled)
 NF0841
 NF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN150167(NAD 83)
 NF0841
 NF0841                          SUPERSEDED SURVEY CONTROL
 NF0841
 NF0841  NGVD 29 (??/??/92)  233.816  (m)          767.11   (f) ADJ UNCH    2 0
 NF0841
 NF0841.Superseded values are not recommended for survey control.
 NF0841
 NF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0841.See file dsdata.pdf to determine how the superseded data were derived.
 NF0841
 NF0841_MARKER: DB = BENCH MARK DISK
 NF0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0841_STAMPING: B 176 1948
 NF0841_MARK LOGO: CGS
 NF0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0841+STABILITY: SURFACE MOTION
 NF0841
 NF0841  HISTORY     - Date     Condition        Report By
 NF0841  HISTORY     - 1948     MONUMENTED       CGS
 NF0841  HISTORY     - 19971011 GOOD             USPSQD
 NF0841
 NF0841                          STATION DESCRIPTION
 NF0841
 NF0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0841'2 MI E FROM SHELBYVILLE.
 NF0841'ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0841'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.25 MILE EAST OF THE
 NF0841'JUNCTION OF A ROAD SOUTH, AT THE T JUNCTION OF A ROAD NORTH, 92
 NF0841'FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 30 FEET WEST
 NF0841'OF THE CENTER LINE OF THE BLACK TOP ROAD, 1 FOOT EAST OF A WIRE
 NF0841'FENCE, 60 FEET NORTH OF A FENCE CORNER, 36 FEET NORTHWEST OF
 NF0841'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 16-INCH PIPE
 NF0841'CULVERTON ROAD NORTH, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0841'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0841'POST PROJECTING 3 INCHES.
 NF0841
 NF0841                          STATION RECOVERY (1997)
 NF0841
 NF0841'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0371 ***********************************************************************
 NF0371  DESIGNATION -  B 177
 NF0371  PID         -  NF0371
 NF0371  STATE/COUNTY-  MI/BARRY
 NF0371  COUNTRY     -  US
 NF0371  USGS QUAD   -  MIDDLEVILLE (2017)
 NF0371
 NF0371                         *CURRENT SURVEY CONTROL
 NF0371  ______________________________________________________________________
 NF0371* NAD 83(1986) POSITION- 42 40 18.     (N) 085 23 02.     (W)   SCALED
 NF0371* NAVD 88 ORTHO HEIGHT -   247.292 (meters)      811.32  (feet) ADJUSTED
 NF0371  ______________________________________________________________________
 NF0371  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 NF0371  DYNAMIC HEIGHT  -        247.218 (meters)      811.08  (feet) COMP
 NF0371  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 NF0371
 NF0371  VERT ORDER      -  SECOND    CLASS 0
 NF0371
 NF0371.The horizontal coordinates were scaled from a map and have
 NF0371.an estimated accuracy of +/- 6 seconds.
 NF0371
 NF0371.The orthometric height was determined by differential leveling and
 NF0371.adjusted by the NATIONAL GEODETIC SURVEY
 NF0371.in June 1991.
 NF0371
 NF0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0371.GEOID18 height accuracy estimate available here.
 NF0371
 NF0371.Click photographs - Photos may exist for this station.
 NF0371
 NF0371.The dynamic height is computed by dividing the NAVD 88
 NF0371.geopotential number by the normal gravity value computed on the
 NF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0371.degrees latitude (g = 980.6199 gals.).
 NF0371
 NF0371.The modeled gravity was interpolated from observed gravity values.
 NF0371
 NF0371;                    North         East    Units  Estimated Accuracy
 NF0371;SPC MI S     -   130,650.    3,916,620.      MT  (+/- 180 meters Scaled)
 NF0371
 NF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN324256(NAD 83)
 NF0371
 NF0371                          SUPERSEDED SURVEY CONTROL
 NF0371
 NF0371  NGVD 29 (??/??/92)  247.416  (m)          811.73   (f) ADJ UNCH    2 0
 NF0371
 NF0371.Superseded values are not recommended for survey control.
 NF0371
 NF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0371.See file dsdata.pdf to determine how the superseded data were derived.
 NF0371
 NF0371_MARKER: DB = BENCH MARK DISK
 NF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0371_STAMPING: B 177 1948
 NF0371_MARK LOGO: CGS
 NF0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0371+STABILITY: SURFACE MOTION
 NF0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0371+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0371
 NF0371  HISTORY     - Date     Condition        Report By
 NF0371  HISTORY     - 1948     MONUMENTED       CGS
 NF0371  HISTORY     - 1985     GOOD             USPSQD
 NF0371  HISTORY     - 1987     GOOD             USPSQD
 NF0371  HISTORY     - 19940312 GOOD             MI-015
 NF0371  HISTORY     - 19940822 GOOD             NGS
 NF0371  HISTORY     - 19970308 GOOD             USPSQD
 NF0371  HISTORY     - 19970323 GOOD             USPSQD
 NF0371  HISTORY     - 20041030 GOOD             USPSQD
 NF0371
 NF0371                          STATION DESCRIPTION
 NF0371
 NF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0371'6.4 MI SE FROM MIDDLEVILLE.
 NF0371'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.W. KELLOGG
 NF0371'SCHOOL AT MIDDLEVILLE, AT A NORTH-SOUTH CROSSROAD, 256 FEET
 NF0371'NORTHWEST OF THE CENTER OF THE INTERSECTION, 49 FEET NORTHEAST
 NF0371'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A FENCE
 NF0371'CORNER, 1 FOOT SOUTHWEST OF THE FENCE LINE, 4 FEET WEST OF A
 NF0371'CONCRETE HIGHWAY R/W MARKER POST, 1 1/2 FEET NORTHWEST OF A WHITE
 NF0371'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 NF0371'OF A CONCRETE POST PROJECTING 2 INCHES.  MARK MAY BE REACHED
 NF0371'FROM HASTINGS, BARRY COUNTY BY GOING ABOUT 0.2 MILE SOUTH
 NF0371'ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE, THENCE ABOUT 5.5
 NF0371'MILES NORTHWEST ALONG STATE HIGHWAY 37.
 NF0371
 NF0371                          STATION RECOVERY (1985)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0371'WITNESS POST GONE AND NOW 3 FEET NORTHWEST OF CEMENT RIGHT OF WAY
 NF0371'POST.
 NF0371
 NF0371                          STATION RECOVERY (1987)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (1994)
 NF0371
 NF0371'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0371'WODD WITNESS POST GONE, CARSONITE WITNESS POST INSTALLED, 4 FEET WEST
 NF0371'NORTHWEST OF UNDERGROUND CABLE WARNING POST 7.5 FEET WEST NORTHWEST OF
 NF0371'TELEPHONE RISER. SUITED FOR GPS. LOCATED IN THE SOUTHWEST 1/4 OF
 NF0371'SECTION 4, RUTLAND TOWNSHIP.
 NF0371
 NF0371                          STATION RECOVERY (1994)
 NF0371
 NF0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 NF0371'STATION IS IN QUAD 420851.  STATION IS LOCATED ABOUT FIVE MILES
 NF0371'NORTHWEST OF HASTINGS, SIX MILES SOUTHEAST OF MIDDLEVILLE AND ALONG
 NF0371'HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M
 NF0371'43 AND M 37 IN HASTINGS, AT THE NORTHWEST CORNER OF THE BARRY COUNTY
 NF0371'COURTHOUSE, GO WEST ON HIGHWAY M 43 AND M 37 FOR 2.35 MI (3.78 KM) TO
 NF0371'WHERE HIGHWAY M 43 GOES SOUTH AND HIGHWAY M 37 GOES NORTH.  TURN RIGHT
 NF0371'AND GO NORTH ON HIGHWAY M 37 FOR 3.1 MILES (5.0 KM) TO A CROSSROAD, N.
 NF0371'IRVING RD, AND THE STATION ON THE RIGHT AS DESCRIBED. STATION IS SET
 NF0371'FLUSH WITH GROUND.  IT IS 205.0 FT (62.5 M) NORTHWEST FROM THE
 NF0371'CENTERLINE OF N. IRVING RD, 48.5 FT (14.8 M) NORTHEAST FROM THE
 NF0371'CENTERLINE OF HIGHWAY M 37, 7.7 FT (2.3 M) WEST-NORTHWEST OF A
 NF0371'TELEPHONE JUNCTION BOX, 4.3 FT (1.3 M) NORTHWEST FROM AN UNDERGROUND
 NF0371'TELEPHONE CABLE WARNING POST, 3.4 FT (1.0 M) WEST-NORTHWEST FROM A
 NF0371'HIGHWAY RIGHT-OF-WAY POST AND 0.5 FT (15.2 CM) SOUTHEAST FROM A
 NF0371'CARSONITE WITNESS POST. RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC
 NF0371'ADVISOR - MICHIGAN.
 NF0371
 NF0371                          STATION RECOVERY (1997)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (1997)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (2004)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0685 ***********************************************************************
 NF0685  DESIGNATION -  B 178
 NF0685  PID         -  NF0685
 NF0685  STATE/COUNTY-  MI/ALLEGAN
 NF0685  COUNTRY     -  US
 NF0685  USGS QUAD   -  WAYLAND (2017)
 NF0685
 NF0685                         *CURRENT SURVEY CONTROL
 NF0685  ______________________________________________________________________
 NF0685* NAD 83(1986) POSITION- 42 39 46.     (N) 085 39 10.     (W)   SCALED
 NF0685* NAVD 88 ORTHO HEIGHT -   226.810 (meters)      744.13  (feet) ADJUSTED
 NF0685  ______________________________________________________________________
 NF0685  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 NF0685  DYNAMIC HEIGHT  -        226.747 (meters)      743.92  (feet) COMP
 NF0685  MODELED GRAVITY -    980,335.0   (mgal)                       NAVD 88
 NF0685
 NF0685  VERT ORDER      -  SECOND    CLASS 0
 NF0685
 NF0685.The horizontal coordinates were scaled from a map and have
 NF0685.an estimated accuracy of +/- 6 seconds.
 NF0685
 NF0685.The orthometric height was determined by differential leveling and
 NF0685.adjusted by the NATIONAL GEODETIC SURVEY
 NF0685.in June 1991.
 NF0685
 NF0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0685.GEOID18 height accuracy estimate available here.
 NF0685
 NF0685.Click photographs - Photos may exist for this station.
 NF0685
 NF0685.The dynamic height is computed by dividing the NAVD 88
 NF0685.geopotential number by the normal gravity value computed on the
 NF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0685.degrees latitude (g = 980.6199 gals.).
 NF0685
 NF0685.The modeled gravity was interpolated from observed gravity values.
 NF0685
 NF0685;                    North         East    Units  Estimated Accuracy
 NF0685;SPC MI S     -   129,960.    3,894,570.      MT  (+/- 180 meters Scaled)
 NF0685
 NF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN104242(NAD 83)
 NF0685
 NF0685                          SUPERSEDED SURVEY CONTROL
 NF0685
 NF0685  NGVD 29 (??/??/92)  226.942  (m)          744.56   (f) ADJ UNCH    2 0
 NF0685
 NF0685.Superseded values are not recommended for survey control.
 NF0685
 NF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0685.See file dsdata.pdf to determine how the superseded data were derived.
 NF0685
 NF0685_MARKER: DB = BENCH MARK DISK
 NF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0685_STAMPING: B 178 1948
 NF0685_MARK LOGO: CGS
 NF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0685+STABILITY: SURFACE MOTION
 NF0685
 NF0685  HISTORY     - Date     Condition        Report By
 NF0685  HISTORY     - 1948     MONUMENTED       CGS
 NF0685  HISTORY     - 1974     GOOD             NGS
 NF0685  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0685
 NF0685                          STATION DESCRIPTION
 NF0685
 NF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0685'0.8 MI S FROM WAYLAND.
 NF0685'0.75 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0685'AT WAYLAND, SET IN THE SOUTHWEST QUARTER OF AN EAST-WEST GRAVEL ROAD
 NF0685'CROSSING, 48 FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF THE
 NF0685'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A POWER POLE (FIRST
 NF0685'POLE SOUTH OF A POLE WITH A TRANSFORMER), 2 FEET NORTH OF A WHITE
 NF0685'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 NF0685'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0685
 NF0685                          STATION RECOVERY (1974)
 NF0685
 NF0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0685'RECOVERED IN GOOD CONDITION.
 NF0685
 NF0685                          STATION RECOVERY (1983)
 NF0685
 NF0685'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0297 ***********************************************************************
 MC0297  DESIGNATION -  B 179
 MC0297  PID         -  MC0297
 MC0297  STATE/COUNTY-  MI/MONROE
 MC0297  COUNTRY     -  US
 MC0297  USGS QUAD   -  ERIE (2017)
 MC0297
 MC0297                         *CURRENT SURVEY CONTROL
 MC0297  ______________________________________________________________________
 MC0297* NAD 83(1986) POSITION- 41 51 50.     (N) 083 26 41.     (W)   SCALED
 MC0297* NAVD 88 ORTHO HEIGHT -   178.975 (meters)      587.19  (feet) ADJUSTED
 MC0297  ______________________________________________________________________
 MC0297  GEOID HEIGHT    -        -35.288 (meters)                     GEOID18
 MC0297  DYNAMIC HEIGHT  -        178.910 (meters)      586.97  (feet) COMP
 MC0297  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 MC0297
 MC0297  VERT ORDER      -  FIRST     CLASS I
 MC0297
 MC0297.The horizontal coordinates were scaled from a map and have
 MC0297.an estimated accuracy of +/- 6 seconds.
 MC0297
 MC0297.The orthometric height was determined by differential leveling and
 MC0297.adjusted by the NATIONAL GEODETIC SURVEY
 MC0297.in June 1991.
 MC0297
 MC0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0297.GEOID18 height accuracy estimate available here.
 MC0297
 MC0297.Click photographs - Photos may exist for this station.
 MC0297
 MC0297.The dynamic height is computed by dividing the NAVD 88
 MC0297.geopotential number by the normal gravity value computed on the
 MC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0297.degrees latitude (g = 980.6199 gals.).
 MC0297
 MC0297.The modeled gravity was interpolated from observed gravity values.
 MC0297
 MC0297;                    North         East    Units  Estimated Accuracy
 MC0297;SPC MI S     -    40,840.    4,076,550.      MT  (+/- 180 meters Scaled)
 MC0297
 MC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG970375(NAD 83)
 MC0297
 MC0297                          SUPERSEDED SURVEY CONTROL
 MC0297
 MC0297  NGVD 29 (??/??/92)  179.157  (m)          587.78   (f) ADJ UNCH    1 1
 MC0297
 MC0297.Superseded values are not recommended for survey control.
 MC0297
 MC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0297.See file dsdata.pdf to determine how the superseded data were derived.
 MC0297
 MC0297_MARKER: DB = BENCH MARK DISK
 MC0297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0297_SP_SET: CATCH BASIN
 MC0297_STAMPING: B 179 1954
 MC0297_MARK LOGO: CGS
 MC0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0297
 MC0297  HISTORY     - Date     Condition        Report By
 MC0297  HISTORY     - 1954     MONUMENTED       CGS
 MC0297  HISTORY     - 1968     GOOD             CGS
 MC0297  HISTORY     - 1973     POOR             NGS
 MC0297  HISTORY     - 1987     GOOD             USPSQD
 MC0297
 MC0297                          STATION DESCRIPTION
 MC0297
 MC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0297'5.6 MI SW FROM MONROE.
 MC0297'ABOUT 4.6 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD
 MC0297'(NORTHBOUND TRACK) FROM THE CROSSING OF EAST FIRST STREET AT
 MC0297'MONROE, THENCE 1.0 MILE NORTHWEST ALONG LA PLAISANCE ROAD, ABOUT
 MC0297'0.45 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 AT LA
 MC0297'SALLE, ABOUT 0.1 MILE NORTHWEST OF THE APPROXIMATE CENTER OF A
 MC0297'CURVE, SET ON THE TOP OF THE WEST CORNER OF A 3-BY-4-FOOT
 MC0297'CONCRETE CATCH BASIN, 22 1/2 FEET SOUTHWEST OF THE CENTER LINE
 MC0297'OF THE ROAD AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MC0297
 MC0297                          STATION RECOVERY (1973)
 MC0297
 MC0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0297'MARK RECOVERED IN POOR CONDITION.
 MC0297
 MC0297                          STATION RECOVERY (1987)
 MC0297
 MC0297'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0490 ***********************************************************************
 NE0490  DESIGNATION -  B 180
 NE0490  PID         -  NE0490
 NE0490  STATE/COUNTY-  MI/MONROE
 NE0490  COUNTRY     -  US
 NE0490  USGS QUAD   -  FLAT ROCK (2017)
 NE0490
 NE0490                         *CURRENT SURVEY CONTROL
 NE0490  ______________________________________________________________________
 NE0490* NAD 83(1986) POSITION- 42 02 09.     (N) 083 16 15.     (W)   SCALED
 NE0490* NAVD 88 ORTHO HEIGHT -   180.743 (meters)      592.99  (feet) ADJUSTED
 NE0490  ______________________________________________________________________
 NE0490  GEOID HEIGHT    -        -35.027 (meters)                     GEOID18
 NE0490  DYNAMIC HEIGHT  -        180.681 (meters)      592.78  (feet) COMP
 NE0490  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 NE0490
 NE0490  VERT ORDER      -  FIRST     CLASS I
 NE0490
 NE0490.The horizontal coordinates were scaled from a map and have
 NE0490.an estimated accuracy of +/- 6 seconds.
 NE0490
 NE0490.The orthometric height was determined by differential leveling and
 NE0490.adjusted by the NATIONAL GEODETIC SURVEY
 NE0490.in June 1991.
 NE0490
 NE0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0490.GEOID18 height accuracy estimate available here.
 NE0490
 NE0490.Click photographs - Photos may exist for this station.
 NE0490
 NE0490.The dynamic height is computed by dividing the NAVD 88
 NE0490.geopotential number by the normal gravity value computed on the
 NE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0490.degrees latitude (g = 980.6199 gals.).
 NE0490
 NE0490.The modeled gravity was interpolated from observed gravity values.
 NE0490
 NE0490;                    North         East    Units  Estimated Accuracy
 NE0490;SPC MI S     -    60,110.    4,090,740.      MT  (+/- 180 meters Scaled)
 NE0490
 NE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG120562(NAD 83)
 NE0490
 NE0490                          SUPERSEDED SURVEY CONTROL
 NE0490
 NE0490  NGVD 29 (??/??/92)  180.912  (m)          593.54   (f) ADJ UNCH    1 1
 NE0490
 NE0490.Superseded values are not recommended for survey control.
 NE0490
 NE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0490.See file dsdata.pdf to determine how the superseded data were derived.
 NE0490
 NE0490_MARKER: Z = SEE DESCRIPTION
 NE0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0490_SP_SET: RAIL
 NE0490_STAMPING: B 180 1954
 NE0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0490
 NE0490  HISTORY     - Date     Condition        Report By
 NE0490  HISTORY     - 1954     MONUMENTED       DTSRR
 NE0490  HISTORY     - 1968     GOOD             CGS
 NE0490  HISTORY     - 1973     GOOD             NGS
 NE0490  HISTORY     - 1988     GOOD             USPSQD
 NE0490  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0490
 NE0490                          STATION DESCRIPTION
 NE0490
 NE0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0490'2.5 MI SW FROM ROCKWOOD.
 NE0490'ABOUT 2.5 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0490'LINE RAILROAD FROM THE CROSSING HURON RIVER DRIVE AT ROCKWOOD,
 NE0490'WAYNE COUNTY, ABOUT 13 1/2 RAILS SOUTHWEST OF THE CROSSING OF
 NE0490'SIGLER ROAD, 51 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 NE0490'TRACK, 35.2 FEET NORTHWEST OF THE NORTHWEST SIDE OF MILEPOST
 NE0490'28, 40 1/2 FEET NORTH OF A TELEGRAPH POLE, IN LINE WITH A ROW
 NE0490'OF POLES, 0.9 FEET SOUTHWEST OF A METAL WITNESS POST, A CROSS
 NE0490'CUT ON THE TOP OF A VERTICAL RAIL WHICH IS SET IN CONCRETE
 NE0490'AND PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 29,
 NE0490'T 5 S, R 10 E
 NE0490
 NE0490                          STATION RECOVERY (1973)
 NE0490
 NE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0490'RECOVERED IN GOOD CONDITION.
 NE0490
 NE0490                          STATION RECOVERY (1988)
 NE0490
 NE0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0490'RECOVERED IN GOOD CONDITION.
 NE0490
 NE0490                          STATION RECOVERY (1992)
 NE0490
 NE0490'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0363 ***********************************************************************
 QJ0363  CBN         -  This is a Cooperative Base Network Control Station.
 QJ0363  DESIGNATION -  B 183 RESET
 QJ0363  PID         -  QJ0363
 QJ0363  STATE/COUNTY-  MI/ALPENA
 QJ0363  COUNTRY     -  US
 QJ0363  USGS QUAD   -  ALPENA (2017)
 QJ0363
 QJ0363                         *CURRENT SURVEY CONTROL
 QJ0363  ______________________________________________________________________
 QJ0363* NAD 83(2011) POSITION- 45 03 42.63518(N) 083 28 26.77441(W)   ADJUSTED
 QJ0363* NAD 83(2011) ELLIP HT-   157.335 (meters)        (06/27/12)   ADJUSTED
 QJ0363* NAD 83(2011) EPOCH   -  2010.00
 QJ0363* NAVD 88 ORTHO HEIGHT -   193.78  (meters)      635.8   (feet) RESET
 QJ0363  ______________________________________________________________________
 QJ0363  GEOID HEIGHT    -        -36.500 (meters)                     GEOID18
 QJ0363  NAD 83(2011) X  -    512,894.453 (meters)                     COMP
 QJ0363  NAD 83(2011) Y  - -4,483,599.067 (meters)                     COMP
 QJ0363  NAD 83(2011) Z  -  4,492,316.941 (meters)                     COMP
 QJ0363  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 QJ0363  OBS GRAVITY     -    980,543.3   (mgal)                       GRAV_OBS
 QJ0363
 QJ0363  VERT ORDER      -  THIRD
 QJ0363
 QJ0363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0363  Standards:
 QJ0363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0363  -------------------------------------------------------------------
 QJ0363  NETWORK    0.65   1.72           0.30   0.22   0.88     -0.13775633
 QJ0363  -------------------------------------------------------------------
 QJ0363  Click here for local accuracies and other accuracy information.
 QJ0363
 QJ0363.The horizontal coordinates were established by GPS observations
 QJ0363.and adjusted by the National Geodetic Survey in June 2012.
 QJ0363
 QJ0363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0363.been affixed to the stable North American tectonic plate. See 
 QJ0363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0363
 QJ0363.The horizontal coordinates are valid at the epoch date displayed above
 QJ0363.which is a decimal equivalence of Year/Month/Day.
 QJ0363
 QJ0363.The orthometric height was computed from unverified reset data.
 QJ0363
 QJ0363.No vertical observational check was made to the station.
 QJ0363
 QJ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0363.GEOID18 height accuracy estimate available here.
 QJ0363
 QJ0363.Click photographs - Photos may exist for this station.
 QJ0363
 QJ0363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0363
 QJ0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0363
 QJ0363.The ellipsoidal height was determined by GPS observations
 QJ0363.and is referenced to NAD 83.
 QJ0363
 QJ0363.The observed gravity was obtained from relative gravimeter ties
 QJ0363.to the IGSN71 gravity network.
 QJ0363
 QJ0363. The following values were computed from the NAD 83(2011) position.
 QJ0363
 QJ0363;                    North         East     Units Scale Factor Converg.
 QJ0363;SPC MI C     -   194,310.807 6,070,292.588   MT  0.99991484   +0 37 49.8
 QJ0363;SPC MI C     -   637,502.65 19,915,658.10   iFT  0.99991484   +0 37 49.8
 QJ0363;UTM  17      - 4,992,798.355   305,212.687   MT  1.00006656   -1 45 06.8
 QJ0363
 QJ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0363!SPC MI C     -   0.99997533  x   0.99991484  =   0.99989017
 QJ0363!UTM  17      -   0.99997533  x   1.00006656  =   1.00004189
 QJ0363
 QJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0521292798(NAD 83)
 QJ0363
 QJ0363                          SUPERSEDED SURVEY CONTROL
 QJ0363
 QJ0363  NAD 83(2007)-  45 03 42.63542(N)    083 28 26.77531(W) AD(2002.00) 0
 QJ0363  ELLIP H (02/10/07)  157.352  (m)                       GP(2002.00)    
 QJ0363  ELLIP H (06/11/02)  157.354  (m)                       GP(       ) 4 1
 QJ0363  NAD 83(1994)-  45 03 42.63549(N)    083 28 26.77569(W) AD(       ) B
 QJ0363  ELLIP H (09/20/95)  157.349  (m)                       GP(       ) 1 2
 QJ0363  NAVD 88             193.78   (m)          635.8    (f) LEVELING    3  
 QJ0363  NGVD 29 (02/05/16)  193.93   (m)          636.3    (f) RESET       3  
 QJ0363
 QJ0363.Superseded values are not recommended for survey control.
 QJ0363
 QJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0363.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0363
 QJ0363_MARKER: DV = VERTICAL CONTROL DISK
 QJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0363_STAMPING: B 183 RESET 1991
 QJ0363_MARK LOGO: NGS
 QJ0363_PROJECTION: RECESSED 36 CENTIMETERS
 QJ0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0363+STABILITY: SURFACE MOTION
 QJ0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0363+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2024
 QJ0363
 QJ0363  HISTORY     - Date     Condition        Report By
 QJ0363  HISTORY     - 1991     MONUMENTED       MIDT
 QJ0363  HISTORY     - 19941012 GOOD             NGS
 QJ0363  HISTORY     - 20010426 GOOD             MIDT
 QJ0363  HISTORY     - 20241127 GOOD             INDIV
 QJ0363
 QJ0363                          STATION DESCRIPTION
 QJ0363
 QJ0363'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QJ0363'2.0 MILES WEST OF ALPENA, 70 FT (21.3 M) NORTH OF STATE HIGHWAY M-32
 QJ0363'AND BABLEY STREET INTERSECTION, 6.18 FT (1.88 M) SOUTH 40.  DEG.
 QJ0363'EAST OF A POWER POLE, 55.45 FT (16.90 M) SOUTH 50 DEG.  WEST OF
 QJ0363'SOUTHEAST CORNER OF SOUTH SIGH POST, 95.05 FT (28.97 M) SOUTH OF
 QJ0363'SOUTHEAST CORNER OF 4 FOOT CONCRETE SIDEWALK IN FRONT OF ALL PHASE
 QJ0363'ELECTRIC BUILDING, IN TOP OF A 10 INCH DIAMETER CONCRETE CYLINDER,
 QJ0363'3.0 FEET LONG AND FLUSH WITH GROUND.  DESCRIBED BY CLIFFORD C.
 QJ0363'LINDGREN, MIDOT RLS.
 QJ0363
 QJ0363                          STATION RECOVERY (1994)
 QJ0363
 QJ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QJ0363'STATION IS LOCATED IN QUAD 450832, ABOUT 2.0 MILES (3.2 KM) WEST OF
 QJ0363'ALPENA, ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 32.  TO REACH
 QJ0363'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23 AND STATE HIGHWAY 32
 QJ0363'IN ALPENA, GO WEST ON HIGHWAY 32 FOR 2.0 MI (3.2 KM) TO A CROSS
 QJ0363'STREET, BAGLEY STREET.  CONTINUE AHEAD FOR 0.1 MI (0.2 KM) TO A PAVED
 QJ0363'DRIVE ON RIGHT, LEADING TO THE ALL PHASE ELECTRIC BUILDING, AND THE
 QJ0363'STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND.  LOCATED 30.4 M
 QJ0363'(99.7 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE BUILDING, 21.8 M
 QJ0363'(71.5 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 32, 20.8 M (68.2 FT)
 QJ0363'EAST FROM THE CENTER OF THE PAVED DRIVE, 1.8 M (5.9 FT) SOUTHEAST FROM
 QJ0363'A UTILITY POLE AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 QJ0363'POST.
 QJ0363
 QJ0363                          STATION RECOVERY (2001)
 QJ0363
 QJ0363'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (BNB)
 QJ0363'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 QJ0363'OF TRANSPORTATION, NORTH REGION, (BNB)  IN GOOD CONDITION.  STATION
 QJ0363'IS GOOD FOR USE WITH G.P.S.
 QJ0363'
 QJ0363'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QJ0363
 QJ0363                          STATION RECOVERY (2024)
 QJ0363
 QJ0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JDH)
 QJ0363'MARK LOCATED IN FRONT OF HARBOR FREIGHT ADJACENT TO SIDEWALK AND
 QJ0363'DRIVEWAY OF AUTOZONE AND IS COVERED BY A STEEL CAP.  ORANGE CARSONITE
 QJ0363'NATIONAL GEODETIC SURVEY SIGN PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0476 ***********************************************************************
 NE0476  DESIGNATION -  B 185
 NE0476  PID         -  NE0476
 NE0476  STATE/COUNTY-  MI/WAYNE
 NE0476  COUNTRY     -  US
 NE0476  USGS QUAD   -  INKSTER (2017)
 NE0476
 NE0476                         *CURRENT SURVEY CONTROL
 NE0476  ______________________________________________________________________
 NE0476* NAD 83(1986) POSITION- 42 17 07.58   (N) 083 20 30.96   (W)   HD_HELD1
 NE0476* NAVD 88 ORTHO HEIGHT -   195.961 (meters)      642.92  (feet) ADJUSTED
 NE0476  ______________________________________________________________________
 NE0476  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 NE0476  DYNAMIC HEIGHT  -        195.902 (meters)      642.72  (feet) COMP
 NE0476  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 NE0476
 NE0476  VERT ORDER      -  SECOND    CLASS 0
 NE0476
 NE0476.The horizontal coordinates were determined by differentially corrected
 NE0476.hand held GPS observations or other comparable positioning techniques
 NE0476.and have an estimated accuracy of +/- 3 meters.
 NE0476
 NE0476.The orthometric height was determined by differential leveling and
 NE0476.adjusted by the NATIONAL GEODETIC SURVEY
 NE0476.in June 1991.
 NE0476
 NE0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0476.GEOID18 height accuracy estimate available here.
 NE0476
 NE0476.Click photographs - Photos may exist for this station.
 NE0476
 NE0476.The dynamic height is computed by dividing the NAVD 88
 NE0476.geopotential number by the normal gravity value computed on the
 NE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0476.degrees latitude (g = 980.6199 gals.).
 NE0476
 NE0476.The modeled gravity was interpolated from observed gravity values.
 NE0476
 NE0476;                    North         East    Units  Estimated Accuracy
 NE0476;SPC MI S     -    87,759.5   4,084,514.1     MT  (+/- 3 meters HH1 GPS) 
 NE0476
 NE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0691084124(NAD 83)
 NE0476
 NE0476                          SUPERSEDED SURVEY CONTROL
 NE0476
 NE0476  NGVD 29 (??/??/92)  196.099  (m)          643.37   (f) ADJ UNCH    2 0
 NE0476
 NE0476.Superseded values are not recommended for survey control.
 NE0476
 NE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0476.See file dsdata.pdf to determine how the superseded data were derived.
 NE0476
 NE0476_MARKER: DB = BENCH MARK DISK
 NE0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0476_SP_SET: ABUTMENT
 NE0476_STAMPING: B 185 1958
 NE0476_MARK LOGO: CGS
 NE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0476+STABILITY: SURFACE MOTION
 NE0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0476+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 NE0476
 NE0476  HISTORY     - Date     Condition        Report By
 NE0476  HISTORY     - 1958     MONUMENTED       CGS
 NE0476  HISTORY     - 1983     GOOD             LOCSUR
 NE0476  HISTORY     - 1985     GOOD             NGS
 NE0476  HISTORY     - 19990811 GOOD             USPSQD
 NE0476  HISTORY     - 20060828 GOOD             GEOCAC
 NE0476  HISTORY     - 20060912 GOOD             MANNIK
 NE0476
 NE0476                          STATION DESCRIPTION
 NE0476
 NE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0476'AT ELOISE.
 NE0476'LOCATED ON THE MICHIGAN CENTRAL RAILROAD AT THE VILLAGE OF
 NE0476'ELOISE, WAYNE COUNTY, MICHIGAN.  THE MARK IS SET IN THE SOUTH
 NE0476'HEADWALL OF A ROAD UNDER PASS ON THE MICHIGAN CENTRAL RAILROAD
 NE0476'DIRECTLY SOUTH OF THE MAIN GATE OF THE WAYNE COUNTY GENERAL
 NE0476'HOSPITAL AND INFERMERY, 19.7 FEET SOUTH OF THE SOUTH RAIL OF
 NE0476'THE MAIN TRACK, 1.0 FEET EAST OF THE WEST END OF THE BRIDGE
 NE0476'HEADWALL.
 NE0476
 NE0476                          STATION RECOVERY (1983)
 NE0476
 NE0476'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (1985)
 NE0476
 NE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (1999)
 NE0476
 NE0476'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (2006)
 NE0476
 NE0476'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 NE0476'RECOVERED AS DESCRIBED IN THE 1958 DIRECTIONS. MARK IS ON THE TOP OF
 NE0476'THE HEADWALL NEAR THE WEST END, ABOUT 2FT ABOVE THE LEVEL OF THE
 NE0476'RAILS. NO OTHER MEASUREMENTS CHECKED AT THIS TIME.
 NE0476
 NE0476                          STATION RECOVERY (2006)
 NE0476
 NE0476'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (ELA)
 NE0476'MARK IS ON HEADWALL FOR AN ABANDONED ROADWAY UNDER THE RAILROAD,
 NE0476'APPROXIMATELY 850 FEET WSW OF HENRY RUFF ROAD. THE VILLAGE OF ELOISE
 NE0476'REFERENCED IN THE 1958 DESCRIPTION NO LONGER EXISTS.
 NE0476'
 NE0476'THE WAYNE COUNTY GENERAL HOSPITAL AND INFERMERY REFERENCED IN THE 1958
 NE0476'DESCRIPTION IS NOW WAYNE COUNTY HEALTH AND COMMUNITY SERVICES
 NE0476'ADMINISTRATIVE OFFICE, HEALTH DEPARTMENT 30712 MICHIGAN AVENUE WHICH
 NE0476'IS AT THE NW QUADRANT OF MICHIGAN AVENUE AND HENRY RUFF ROAD.
 NE0476'
 NE0476'THE MARK IS LOCATED WSW OF THE WAYNE COUNTY LIBRARY FOR THE BLIND AND
 NE0476'PHYSICALLY HANDICAPPED, 30555 MICHIGAN AVENUE WHICH IS AT THE SW
 NE0476'QUADRANT OF MICHIGAN AVENUE AND HENRY RUFF ROAD.
 NE0476'
 NE0476'TIE TO RAIL IN 1958 DESCRIPTION IS WITHIN 0.2 FEET.  TIE TO WEST END
 NE0476'OF HEADWALL ACCURATE.  MEASURED TIE TO WOODEN POWER POLE 22.7 FEET SW.
 NE0476'MARK IS APPROXIMATELY 2 FEET BELOW THE RAIL (CONTRARY TO THE 2006
 NE0476'RECOVERY).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0493 ***********************************************************************
 NF0493  DESIGNATION -  B 187
 NF0493  PID         -  NF0493
 NF0493  STATE/COUNTY-  MI/CALHOUN
 NF0493  COUNTRY     -  US
 NF0493  USGS QUAD   -  BATTLE CREEK (2017)
 NF0493
 NF0493                         *CURRENT SURVEY CONTROL
 NF0493  ______________________________________________________________________
 NF0493* NAD 83(2011) POSITION- 42 19 13.31114(N) 085 12 13.58122(W)   ADJUSTED
 NF0493* NAD 83(2011) ELLIP HT-   222.306 (meters)        (06/27/12)   ADJUSTED
 NF0493* NAD 83(2011) EPOCH   -  2010.00
 NF0493* NAVD 88 ORTHO HEIGHT -   255.815 (meters)      839.29  (feet) ADJUSTED
 NF0493  ______________________________________________________________________
 NF0493  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 NF0493  NAD 83(2011) X  -    394,923.858 (meters)                     COMP
 NF0493  NAD 83(2011) Y  - -4,706,739.396 (meters)                     COMP
 NF0493  NAD 83(2011) Z  -  4,272,131.538 (meters)                     COMP
 NF0493  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 NF0493  DYNAMIC HEIGHT  -        255.735 (meters)      839.02  (feet) COMP
 NF0493  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NF0493
 NF0493  VERT ORDER      -  FIRST     CLASS II
 NF0493
 NF0493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0493  Standards:
 NF0493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0493  -------------------------------------------------------------------
 NF0493  NETWORK    1.08   2.59           0.46   0.42   1.32      0.12251440
 NF0493  -------------------------------------------------------------------
 NF0493  Click here for local accuracies and other accuracy information.
 NF0493
 NF0493.The horizontal coordinates were established by GPS observations
 NF0493.and adjusted by the National Geodetic Survey in June 2012.
 NF0493
 NF0493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0493.been affixed to the stable North American tectonic plate. See 
 NF0493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0493
 NF0493.The horizontal coordinates are valid at the epoch date displayed above
 NF0493.which is a decimal equivalence of Year/Month/Day.
 NF0493
 NF0493.The orthometric height was determined by differential leveling and
 NF0493.adjusted by the NATIONAL GEODETIC SURVEY
 NF0493.in June 1991.
 NF0493
 NF0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0493.GEOID18 height accuracy estimate available here.
 NF0493
 NF0493.Click photographs - Photos may exist for this station.
 NF0493
 NF0493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0493
 NF0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0493
 NF0493.The ellipsoidal height was determined by GPS observations
 NF0493.and is referenced to NAD 83.
 NF0493
 NF0493.The dynamic height is computed by dividing the NAVD 88
 NF0493.geopotential number by the normal gravity value computed on the
 NF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0493.degrees latitude (g = 980.6199 gals.).
 NF0493
 NF0493.The modeled gravity was interpolated from observed gravity values.
 NF0493
 NF0493. The following values were computed from the NAD 83(2011) position.
 NF0493
 NF0493;                    North         East     Units Scale Factor Converg.
 NF0493;SPC MI S     -    91,467.502 3,930,998.336   MT  0.99995511   -0 34 10.8
 NF0493;SPC MI S     -   300,090.23 12,896,976.17   iFT  0.99995511   -0 34 10.8
 NF0493;UTM  16      - 4,686,909.235   648,013.104   MT  0.99986956   +1 12 34.5
 NF0493
 NF0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0493!SPC MI S     -   0.99996514  x   0.99995511  =   0.99992025
 NF0493!UTM  16      -   0.99996514  x   0.99986956  =   0.99983470
 NF0493
 NF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4801386909(NAD 83)
 NF0493
 NF0493                          SUPERSEDED SURVEY CONTROL
 NF0493
 NF0493  NAD 83(2007)-  42 19 13.31129(N)    085 12 13.58209(W) AD(2002.00) 0
 NF0493  ELLIP H (02/10/07)  222.318  (m)                       GP(2002.00)    
 NF0493  ELLIP H (07/17/02)  222.367  (m)                       GP(       ) 4 1
 NF0493  NAD 83(1994)-  42 19 13.31135(N)    085 12 13.58275(W) AD(       ) 1
 NF0493  ELLIP H (02/03/97)  222.376  (m)                       GP(       ) 4 1
 NF0493  NAD 83(1986)-  42 19 13.31146(N)    085 12 13.59690(W) AD(       ) 1
 NF0493  NGVD 29 (09/14/93)  255.9    (m)  GEOID93  model used  GPS OBS        
 NF0493  NGVD 29 (01/19/93)  255.944  (m)          839.71   (f) ADJUSTED    1 2
 NF0493  NGVD 29 (??/??/92)  255.944  (m)          839.71   (f) SUPERSEDED  1 2
 NF0493
 NF0493.Superseded values are not recommended for survey control.
 NF0493
 NF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0493.See file dsdata.pdf to determine how the superseded data were derived.
 NF0493
 NF0493_MARKER: DB = BENCH MARK DISK
 NF0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0493_SP_SET: ABUTMENT
 NF0493_STAMPING: B 187 1962
 NF0493_MARK LOGO: CGS
 NF0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0493+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2024
 NF0493
 NF0493  HISTORY     - Date     Condition        Report By
 NF0493  HISTORY     - 1962     MONUMENTED       CGS
 NF0493  HISTORY     - 1983     GOOD             LOCSUR
 NF0493  HISTORY     - 1985     GOOD             NGS
 NF0493  HISTORY     - 1987     GOOD             USPSQD
 NF0493  HISTORY     - 19920707 GOOD             HOLDEN
 NF0493  HISTORY     - 20011128 GOOD             NGS
 NF0493  HISTORY     - 20031018 GOOD             USPSQD
 NF0493  HISTORY     - 20160422 GOOD             MIDT
 NF0493  HISTORY     - 20190211 GOOD             LOCENG
 NF0493  HISTORY     - 20240423 GOOD             USACE
 NF0493
 NF0493                          STATION DESCRIPTION
 NF0493
 NF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0493'AT BATTLE CREEK.
 NF0493'1.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD TRACK
 NF0493'FROM THE GRAND TRUNK WESTERN RAILROAD STATION AT BATTLE CREEK,
 NF0493'MICHIGAN.  MARK IS SET IN THE TOP CENTER OF THE NE ABUTMENT
 NF0493'OF THE GRAND TRUNK WESTERN RAILROAD BRIDGE OVER UPTON AVENUE.
 NF0493'MARK IS 6.6 FEET N OF AND AT THE SAME ELEVATION AS THE N RAIL.
 NF0493
 NF0493                          STATION RECOVERY (1983)
 NF0493
 NF0493'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1985)
 NF0493
 NF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1987)
 NF0493
 NF0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1992)
 NF0493
 NF0493'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0493'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE I-94 INTERCHANGE
 NF0493'WITH THE HELMER ROAD, AND 4 MILES NORTH NORTHWEST OF THE I-94
 NF0493'INTERCHANGE WITH M-66. IT IS IN THE CITY OF BATTLE CREEK, IN THE SE
 NF0493'1/4 OF SECTION 2 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD 42085213. IT
 NF0493'CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF0493'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 3.0
 NF0493'MI (4.8 KM) TO DICKMAN ROAD, TURN LEFT AND GO WEST AND NORTHERLY 1.5
 NF0493'MI (2.4 KM) ON DICKMAN ROAD TO UPTON AVENUE, TURN RIGHT AND GO NORTH
 NF0493'UNDER THE RAILROAD BRIDGE TO THE STATION ON THE RIGHT IN THE TOP OF
 NF0493'THE ABUTMENT AS DESCRIBED.
 NF0493'STATION IS 6.6 FT (2.0 M) NORTH OF THE NORTH RAIL IN THE TOP CENTER OF
 NF0493'THE NORTHEAST ABUTMENT, 32.0 FT (9.8 M) NORTHEAST FROM THE CENTER OF
 NF0493'UPTON AVENUE, 32.0 FT (9.8 M) SOUTHEAST FROM A UTILITY POLE, 114.5 FT
 NF0493'(34.9 M) SOUTHEAST FROM THE SOUTH CORNER OF A BUILDING.
 NF0493
 NF0493                          STATION RECOVERY (2001)
 NF0493
 NF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0493'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0493
 NF0493                          STATION RECOVERY (2003)
 NF0493
 NF0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (2016)
 NF0493
 NF0493'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (2019)
 NF0493
 NF0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2019 (MAJ)
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (2024)
 NF0493
 NF0493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2024 (JA)
 NF0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0005 ***********************************************************************
 NF0005  DESIGNATION -  B 19
 NF0005  PID         -  NF0005
 NF0005  STATE/COUNTY-  MI/INGHAM
 NF0005  COUNTRY     -  US
 NF0005  USGS QUAD   -  MASON (2017)
 NF0005
 NF0005                         *CURRENT SURVEY CONTROL
 NF0005  ______________________________________________________________________
 NF0005* NAD 83(1986) POSITION- 42 34 48.     (N) 084 26 50.     (W)   SCALED
 NF0005* NAVD 88 ORTHO HEIGHT -   271.001 (meters)      889.11  (feet) ADJUSTED
 NF0005  ______________________________________________________________________
 NF0005  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 NF0005  DYNAMIC HEIGHT  -        270.917 (meters)      888.83  (feet) COMP
 NF0005  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 NF0005
 NF0005  VERT ORDER      -  FIRST     CLASS II
 NF0005
 NF0005.The horizontal coordinates were scaled from a map and have
 NF0005.an estimated accuracy of +/- 6 seconds.
 NF0005
 NF0005.The orthometric height was determined by differential leveling and
 NF0005.adjusted by the NATIONAL GEODETIC SURVEY
 NF0005.in June 1991.
 NF0005
 NF0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0005.GEOID18 height accuracy estimate available here.
 NF0005
 NF0005.Click photographs - Photos may exist for this station.
 NF0005
 NF0005.The dynamic height is computed by dividing the NAVD 88
 NF0005.geopotential number by the normal gravity value computed on the
 NF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0005.degrees latitude (g = 980.6199 gals.).
 NF0005
 NF0005.The modeled gravity was interpolated from observed gravity values.
 NF0005
 NF0005;                    North         East    Units  Estimated Accuracy
 NF0005;SPC MI S     -   119,970.    3,993,390.      MT  (+/- 180 meters Scaled)
 NF0005
 NF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN094173(NAD 83)
 NF0005
 NF0005                          SUPERSEDED SURVEY CONTROL
 NF0005
 NF0005  NGVD 29 (??/??/92)  271.129  (m)          889.53   (f) ADJ UNCH    1 2
 NF0005
 NF0005.Superseded values are not recommended for survey control.
 NF0005
 NF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0005.See file dsdata.pdf to determine how the superseded data were derived.
 NF0005
 NF0005_MARKER: Q = CHISELED SQUARE
 NF0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0005_SP_SET: CULVERT HEADWALL
 NF0005_PROJECTION: FLUSH
 NF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0005+STABILITY: SURFACE MOTION
 NF0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0005+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF0005
 NF0005  HISTORY     - Date     Condition        Report By
 NF0005  HISTORY     - 1916     MONUMENTED       CGS
 NF0005  HISTORY     - 1916     GOOD             CGS
 NF0005  HISTORY     - 1934     GOOD             CGS
 NF0005  HISTORY     - 1977     GOOD             NGS
 NF0005  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0005  HISTORY     - 20030419 GOOD             USPSQD
 NF0005  HISTORY     - 20050319 POOR             GEOCAC
 NF0005  HISTORY     - 20160516 POOR             MIDT
 NF0005
 NF0005                          STATION DESCRIPTION
 NF0005
 NF0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0005'AT MASON.
 NF0005'AT MASON, INGHAM COUNTY, 800 FEET SOUTH OF THE MICHIGAN CENTRAL
 NF0005'RAILROAD STATION, 7.0 FEET WEST OF THE WEST RAIL AT A STONE
 NF0005'CULVERT, AND ON THE NORTHWEST CORNER OF THE WEST HEADWALL.
 NF0005'A CHISELED SQUARE.
 NF0005
 NF0005                          STATION RECOVERY (1934)
 NF0005
 NF0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0005'RECOVERED IN GOOD CONDITION.
 NF0005
 NF0005                          STATION RECOVERY (1977)
 NF0005
 NF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0005'AT MASON 800 FEET SOUTH OF WHAT USE TO BE MICHIGAN CENTRAL RAILROAD
 NF0005'STATION, AT A STONE CULVERT ON THE NORTHWEST CORNER OF THE WEST HEAD
 NF0005'WALL, 7.0 FEET WEST OF THE WEST RAIL.
 NF0005
 NF0005                          STATION RECOVERY (1992)
 NF0005
 NF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0005'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0005
 NF0005                          STATION RECOVERY (2003)
 NF0005
 NF0005'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0005'MARK IS A 2INCH SQUARE CHISLED ON TOP NW CORNER OF TOP LINTEL OVER
 NF0005'CREEK.
 NF0005
 NF0005                          STATION RECOVERY (2005)
 NF0005
 NF0005'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0005'THE SQUARE WAS LOCATED AT THE FOLLOWING COORDINATES - N42 34.828 W84
 NF0005'26.847 (WGS84). THE SQUARE IS VERY BADLY WEATHERED BUT IS STILL
 NF0005'VISIBLE. IT IS LOCATED ON A BRIDGE/CULVERT OVER SYCAMORE CREEK.
 NF0005
 NF0005                          STATION RECOVERY (2016)
 NF0005
 NF0005'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 NF0005'HEADWALL IS VERY WEATHERED BUT SQUARE VISIBLE.  RAILROAD PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0324 ***********************************************************************
 PL0324  DESIGNATION -  B 190
 PL0324  PID         -  PL0324
 PL0324  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0324  COUNTRY     -  US
 PL0324  USGS QUAD   -  MAYFIELD (2017)
 PL0324
 PL0324                         *CURRENT SURVEY CONTROL
 PL0324  ______________________________________________________________________
 PL0324* NAD 83(1986) POSITION- 44 44 48.     (N) 085 34 50.     (W)   SCALED
 PL0324* NAVD 88 ORTHO HEIGHT -   188.092 (meters)      617.10  (feet) ADJUSTED
 PL0324  ______________________________________________________________________
 PL0324  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 PL0324  DYNAMIC HEIGHT  -        188.079 (meters)      617.06  (feet) COMP
 PL0324  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 PL0324
 PL0324  VERT ORDER      -  SECOND    CLASS 0
 PL0324
 PL0324.The horizontal coordinates were scaled from a map and have
 PL0324.an estimated accuracy of +/- 6 seconds.
 PL0324
 PL0324.The orthometric height was determined by differential leveling and
 PL0324.adjusted by the NATIONAL GEODETIC SURVEY
 PL0324.in June 1991.
 PL0324
 PL0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0324.GEOID18 height accuracy estimate available here.
 PL0324
 PL0324.Click photographs - Photos may exist for this station.
 PL0324
 PL0324.The dynamic height is computed by dividing the NAVD 88
 PL0324.geopotential number by the normal gravity value computed on the
 PL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0324.degrees latitude (g = 980.6199 gals.).
 PL0324
 PL0324.The modeled gravity was interpolated from observed gravity values.
 PL0324
 PL0324;                    North         East    Units  Estimated Accuracy
 PL0324;SPC MI C     -   159,620.    5,903,880.      MT  (+/- 180 meters Scaled)
 PL0324
 PL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ123557(NAD 83)
 PL0324
 PL0324                          SUPERSEDED SURVEY CONTROL
 PL0324
 PL0324  NGVD 29 (??/??/92)  188.207  (m)          617.48   (f) ADJ UNCH    2 0
 PL0324
 PL0324.Superseded values are not recommended for survey control.
 PL0324
 PL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0324.See file dsdata.pdf to determine how the superseded data were derived.
 PL0324
 PL0324_MARKER: DB = BENCH MARK DISK
 PL0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0324_STAMPING: B 190 1955
 PL0324_MARK LOGO: CGS
 PL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0324+STABILITY: SURFACE MOTION
 PL0324
 PL0324  HISTORY     - Date     Condition        Report By
 PL0324  HISTORY     - 1955     MONUMENTED       CGS
 PL0324  HISTORY     - 1971     GOOD             NGS
 PL0324  HISTORY     - 1978     GOOD             NGS
 PL0324  HISTORY     - 1990     GOOD             USPSQD
 PL0324
 PL0324                          STATION DESCRIPTION
 PL0324
 PL0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0324'2.5 MI E FROM TRAVERSE CITY.
 PL0324'ABOUT 2.0 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 PL0324'STATION AT TRAVERSE CITY, THENCE 0.5 MILE SOUTH ALONG A CONCRETE
 PL0324'ROAD TO THE SOUTHWEST CORNER OF THE U.S. COAST GUARD HANGAR,
 PL0324'0.5 FOOT WEST OF THE WEST SIDE OF THE HANGAR AND 0.5 FOOT NORTH OF
 PL0324'THE SOUTH SIDE OF THE HANGAR.  A STANDARD DISK, STAMPED B 190 1955
 PL0324'AND SET IN A DRILL HOLE IN THE CONCRETE APRON.
 PL0324
 PL0324                          STATION RECOVERY (1971)
 PL0324
 PL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PL0324'RECOVERED IN GOOD CONDITION.
 PL0324
 PL0324                          STATION RECOVERY (1978)
 PL0324
 PL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PL0324'RECOVERED IN GOOD CONDITION.
 PL0324
 PL0324                          STATION RECOVERY (1990)
 PL0324
 PL0324'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0701 ***********************************************************************
 NF0701  DESIGNATION -  B 192
 NF0701  PID         -  NF0701
 NF0701  STATE/COUNTY-  MI/KENT
 NF0701  COUNTRY     -  US
 NF0701  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 NF0701
 NF0701                         *CURRENT SURVEY CONTROL
 NF0701  ______________________________________________________________________
 NF0701* NAD 83(1986) POSITION- 42 53 04.     (N) 085 31 45.     (W)   SCALED
 NF0701* NAVD 88 ORTHO HEIGHT -   243.290 (meters)      798.19  (feet) ADJUSTED
 NF0701  ______________________________________________________________________
 NF0701  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 NF0701  DYNAMIC HEIGHT  -        243.224 (meters)      797.98  (feet) COMP
 NF0701  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 NF0701
 NF0701  VERT ORDER      -  SECOND    CLASS 0
 NF0701
 NF0701.This mark is at Gerald R Ford Intl Airport (GRR)
 NF0701
 NF0701.The horizontal coordinates were scaled from a map and have
 NF0701.an estimated accuracy of +/- 6 seconds.
 NF0701
 NF0701.The orthometric height was determined by differential leveling and
 NF0701.adjusted by the NATIONAL GEODETIC SURVEY
 NF0701.in June 1991.
 NF0701
 NF0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0701.GEOID18 height accuracy estimate available here.
 NF0701
 NF0701.Click photographs - Photos may exist for this station.
 NF0701
 NF0701.The dynamic height is computed by dividing the NAVD 88
 NF0701.geopotential number by the normal gravity value computed on the
 NF0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0701.degrees latitude (g = 980.6199 gals.).
 NF0701
 NF0701.The modeled gravity was interpolated from observed gravity values.
 NF0701
 NF0701;                    North         East    Units  Estimated Accuracy
 NF0701;SPC MI S     -   154,440.    3,905,040.      MT  (+/- 180 meters Scaled)
 NF0701
 NF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN201490(NAD 83)
 NF0701
 NF0701                          SUPERSEDED SURVEY CONTROL
 NF0701
 NF0701  NGVD 29 (??/??/92)  243.420  (m)          798.62   (f) ADJ UNCH    2 0
 NF0701
 NF0701.Superseded values are not recommended for survey control.
 NF0701
 NF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0701.See file dsdata.pdf to determine how the superseded data were derived.
 NF0701
 NF0701_MARKER: DB = BENCH MARK DISK
 NF0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0701_SP_SET: HEADWALL
 NF0701_STAMPING: B 192 1964
 NF0701_MARK LOGO: CGS
 NF0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0701+STABILITY: SURFACE MOTION
 NF0701
 NF0701  HISTORY     - Date     Condition        Report By
 NF0701  HISTORY     - 1964     MONUMENTED       CGS
 NF0701  HISTORY     - 1983     GOOD             USPSQD
 NF0701  HISTORY     - 1987     GOOD             USPSQD
 NF0701  HISTORY     - 1989     GOOD             USPSQD
 NF0701  HISTORY     - 19970315 GOOD             USPSQD
 NF0701  HISTORY     - 19991009 GOOD             USPSQD
 NF0701  HISTORY     - 20031015 GOOD             INDIV
 NF0701
 NF0701                          STATION DESCRIPTION
 NF0701
 NF0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NF0701'12 MI SE FROM GRAND RAPIDS.
 NF0701'THE MARK IS ON THE KENT COUNTY AIRPORT ON A HEADWALL ON THE EAST
 NF0701'SIDE OF THE TERMINAL BUILDING.  79.6 FEET SOUTHWEST OF THE EAST
 NF0701'CORNER OF THE TERMINAL BUILDING, 8.6 FEET NORTH OF THE CENTER LINE
 NF0701'OF AN UNDERPASS, AND 19.8 FEET NORTHEAST ALONG THE HEADWALL FROM
 NF0701'THE OBSERVATION DECK.  A STANDARD BRONZE DISK SET FLUSH WITH THE
 NF0701'HEADWALL STAMPED B 192 1964)
 NF0701
 NF0701                          STATION RECOVERY (1983)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1987)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1989)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1997)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1999)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (2003)
 NF0701
 NF0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0043 ***********************************************************************
 RK0043  DESIGNATION -  B 193
 RK0043  PID         -  RK0043
 RK0043  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0043  COUNTRY     -  US
 RK0043  USGS QUAD   -  CREIGHTON (2017)
 RK0043
 RK0043                         *CURRENT SURVEY CONTROL
 RK0043  ______________________________________________________________________
 RK0043* NAD 83(1986) POSITION- 46 20 47.     (N) 086 16 35.     (W)   SCALED
 RK0043* NAVD 88 ORTHO HEIGHT -   244.583 (meters)      802.44  (feet) ADJUSTED
 RK0043  ______________________________________________________________________
 RK0043  GEOID HEIGHT    -        -35.102 (meters)                     GEOID18
 RK0043  DYNAMIC HEIGHT  -        244.600 (meters)      802.49  (feet) COMP
 RK0043  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 RK0043
 RK0043  VERT ORDER      -  SECOND    CLASS 0
 RK0043
 RK0043.The horizontal coordinates were scaled from a map and have
 RK0043.an estimated accuracy of +/- 6 seconds.
 RK0043
 RK0043.The orthometric height was determined by differential leveling and
 RK0043.adjusted by the NATIONAL GEODETIC SURVEY
 RK0043.in June 1991.
 RK0043
 RK0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0043.GEOID18 height accuracy estimate available here.
 RK0043
 RK0043.Click photographs - Photos may exist for this station.
 RK0043
 RK0043.The dynamic height is computed by dividing the NAVD 88
 RK0043.geopotential number by the normal gravity value computed on the
 RK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0043.degrees latitude (g = 980.6199 gals.).
 RK0043
 RK0043.The modeled gravity was interpolated from observed gravity values.
 RK0043
 RK0043;                    North         East    Units  Estimated Accuracy
 RK0043;SPC MI N     -   173,980.    8,055,700.      MT  (+/- 180 meters Scaled)
 RK0043
 RK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES556327(NAD 83)
 RK0043
 RK0043                          SUPERSEDED SURVEY CONTROL
 RK0043
 RK0043  NGVD 29 (??/??/92)  244.546  (m)          802.31   (f) ADJ UNCH    2 0
 RK0043
 RK0043.Superseded values are not recommended for survey control.
 RK0043
 RK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0043.See file dsdata.pdf to determine how the superseded data were derived.
 RK0043
 RK0043_MARKER: DB = BENCH MARK DISK
 RK0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0043_SP_SET: ABUTMENT
 RK0043_STAMPING: B 193 1964
 RK0043_MARK LOGO: CGS
 RK0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0043+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0043
 RK0043  HISTORY     - Date     Condition        Report By
 RK0043  HISTORY     - 1964     MONUMENTED       CGS
 RK0043  HISTORY     - 19940801 GOOD             USPSQD
 RK0043  HISTORY     - 19990909 GOOD             USPSQD
 RK0043  HISTORY     - 20020415 GOOD             MIDT
 RK0043  HISTORY     - 20030728 GOOD             USPSQD
 RK0043  HISTORY     - 20060911 GOOD             USPSQD
 RK0043
 RK0043                          STATION DESCRIPTION
 RK0043
 RK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0043'AT CREIGHTON.
 RK0043'AT CREIGHTON, ABOUT 75 YARDS NORTH OF THE SOO LINE RAILROAD,
 RK0043'IN S 268 T 46 N, R 16 W, SET IN THE TOP OF THE NORTH END OF THE
 RK0043'WEST CONCRETE ABUTMENT OF A 50-FOOT CONCRETE BRIDGE OVER
 RK0043'CREIGHTON CREEK, 25 FEET NORTH OF THE CENTER LINE OF STATE
 RK0043'HIGHWAY M 28, 1 FOOT SOUTH OF THE NORTH END OF THE TOP OF THE
 RK0043'ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.
 RK0043
 RK0043                          STATION RECOVERY (1994)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (1999)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2002)
 RK0043
 RK0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2003)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2006)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0705 ***********************************************************************
 RJ0705  DESIGNATION -  B 194 RESET
 RJ0705  PID         -  RJ0705
 RJ0705  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0705  COUNTRY     -  US
 RJ0705  USGS QUAD   -  SENEY (2017)
 RJ0705
 RJ0705                         *CURRENT SURVEY CONTROL
 RJ0705  ______________________________________________________________________
 RJ0705* NAD 83(1986) POSITION- 46 21 34.     (N) 085 56 57.     (W)   SCALED
 RJ0705* NAVD 88 ORTHO HEIGHT -   224.46  (+/-2cm)      736.4   (feet) VERTCON3
 RJ0705  ______________________________________________________________________
 RJ0705  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 RJ0705  VERT ORDER      -  THIRD (See Below)
 RJ0705
 RJ0705.The horizontal coordinates were scaled from a map and have
 RJ0705.an estimated accuracy of +/- 6 seconds.
 RJ0705
 RJ0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0705
 RJ0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0705.GEOID18 height accuracy estimate available here.
 RJ0705
 RJ0705.The vertical order pertains to the NGVD 29 superseded value.
 RJ0705
 RJ0705.Click photographs - Photos may exist for this station.
 RJ0705
 RJ0705;                    North         East    Units  Estimated Accuracy
 RJ0705;SPC MI N     -   175,710.    8,080,860.      MT  (+/- 180 meters Scaled)
 RJ0705
 RJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808345(NAD 83)
 RJ0705
 RJ0705                          SUPERSEDED SURVEY CONTROL
 RJ0705
 RJ0705  NGVD 29 (02/05/16)  224.42   (m)          736.3    (f) RESET       3  
 RJ0705
 RJ0705.Superseded values are not recommended for survey control.
 RJ0705
 RJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0705.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0705
 RJ0705_MARKER: DV = VERTICAL CONTROL DISK
 RJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0705_STAMPING: B 194 RESET 1976
 RJ0705_MARK LOGO: NGS
 RJ0705_PROJECTION: FLUSH
 RJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0705+STABILITY: SURFACE MOTION
 RJ0705
 RJ0705  HISTORY     - Date     Condition        Report By
 RJ0705  HISTORY     - 1976     MONUMENTED       LOCENG
 RJ0705  HISTORY     - 19990909 GOOD             USPSQD
 RJ0705  HISTORY     - 20030728 GOOD             USPSQD
 RJ0705  HISTORY     - 20060911 GOOD             USPSQD
 RJ0705
 RJ0705                          STATION DESCRIPTION
 RJ0705
 RJ0705'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 RJ0705'1.0 MI NORTH FROM SENEY.
 RJ0705'1.0 MILE NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION OF STATE
 RJ0705'HIGHWAY M-28 IN SENEY, 91 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 RJ0705'116 FEET SOUTH OF A 3 FOOT CULVERT UNDER THE HIGHWAY 1.5 FEET WEST
 RJ0705'OF A STEEL POST, 60 FEET NORTH OF POWER POLE NO. 201/33.
 RJ0705'THE MARK IS 4.5 FT BELOW HIGHWAY.
 RJ0705
 RJ0705                          STATION RECOVERY (1999)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0705'RECOVERED IN GOOD CONDITION.
 RJ0705
 RJ0705                          STATION RECOVERY (2003)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0705'RECOVERED IN GOOD CONDITION.
 RJ0705
 RJ0705                          STATION RECOVERY (2006)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0008 ***********************************************************************
 RK0008  DESIGNATION -  B 195
 RK0008  PID         -  RK0008
 RK0008  STATE/COUNTY-  MI/ALGER
 RK0008  COUNTRY     -  US
 RK0008  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0008
 RK0008                         *CURRENT SURVEY CONTROL
 RK0008  ______________________________________________________________________
 RK0008* NAD 83(1994) POSITION- 46 32 30.22357(N) 086 13 18.12675(W)   ADJUSTED
 RK0008* NAVD 88 ORTHO HEIGHT -   285.409 (meters)      936.38  (feet) ADJUSTED
 RK0008  ______________________________________________________________________
 RK0008  GEOID HEIGHT    -        -35.517 (meters)                     GEOID18
 RK0008  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 RK0008  DYNAMIC HEIGHT  -        285.427 (meters)      936.44  (feet) COMP
 RK0008  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 RK0008
 RK0008  HORZ ORDER      -  SECOND
 RK0008  VERT ORDER      -  SECOND    CLASS 0
 RK0008
 RK0008.The horizontal coordinates were established by classical geodetic methods
 RK0008.and adjusted by the National Geodetic Survey in February 1997.
 RK0008
 RK0008.The orthometric height was determined by differential leveling and
 RK0008.adjusted by the NATIONAL GEODETIC SURVEY
 RK0008.in June 1991.
 RK0008
 RK0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0008.GEOID18 height accuracy estimate available here.
 RK0008
 RK0008.Click photographs - Photos may exist for this station.
 RK0008
 RK0008.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0008
 RK0008.The dynamic height is computed by dividing the NAVD 88
 RK0008.geopotential number by the normal gravity value computed on the
 RK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0008.degrees latitude (g = 980.6199 gals.).
 RK0008
 RK0008.The modeled gravity was interpolated from observed gravity values.
 RK0008
 RK0008. The following values were computed from the NAD 83(1994) position.
 RK0008
 RK0008;                    North         East     Units Scale Factor Converg.
 RK0008;SPC MI N     -   195,729.448 8,059,692.297   MT  0.99991283   +0 33 45.2
 RK0008;SPC MI N     -   642,156.98 26,442,560.03   iFT  0.99991283   +0 33 45.2
 RK0008;UTM  16      - 5,154,534.348   559,674.485   MT  0.99964377   +0 33 53.9
 RK0008
 RK0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0008!SPC MI N     -   0.99996083  x   0.99991283  =   0.99987366
 RK0008!UTM  16      -   0.99996083  x   0.99964377  =   0.99960461
 RK0008
 RK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5967454534(NAD 83)
 RK0008
 RK0008                          SUPERSEDED SURVEY CONTROL
 RK0008
 RK0008  NAD 83(1986)-  46 32 30.21809(N)    086 13 18.12395(W) AD(       ) 2
 RK0008  NAD 27      -  46 32 30.33556(N)    086 13 17.53474(W) AD(       ) 2
 RK0008  NGVD 29 (??/??/92)  285.366  (m)          936.24   (f) ADJ UNCH    2 0
 RK0008  NGVD 29             285.37   (m)          936.3    (f) LEVELING    3  
 RK0008
 RK0008.Superseded values are not recommended for survey control.
 RK0008
 RK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0008.See file dsdata.pdf to determine how the superseded data were derived.
 RK0008
 RK0008_MARKER: DB = BENCH MARK DISK
 RK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0008_STAMPING: B 195 1964
 RK0008_MARK LOGO: CGS
 RK0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0008+STABILITY: SURFACE MOTION
 RK0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0008+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0008
 RK0008  HISTORY     - Date     Condition        Report By
 RK0008  HISTORY     - 1964     MONUMENTED       CGS
 RK0008  HISTORY     - 1965     GOOD             CGS
 RK0008  HISTORY     - 19940424 GOOD             LOCENG
 RK0008  HISTORY     - 20060911 GOOD             STS
 RK0008
 RK0008                          STATION DESCRIPTION
 RK0008
 RK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0008'19.8 MI SW FROM GRAND MARAIS.
 RK0008'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0008'CHRUCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0008'COUNTY ROADS 708, 700, AND 714, THENCE 4.7 MILES SOUTH ALONG
 RK0008'COUNTY ROAD 700, IN S 19, T 48 N, R 15 W, ABOUT 1.1 MILES NORTH
 RK0008'OF THE JUNCTION OF ADAMS TRAIL ROAD, 52 FEET NORTH OF THE CENTER OF
 RK0008'THE JUNCTION OF A NARROW SAND ROAD LEADING NORTHWEST, ON THE
 RK0008'OUTSIDE OF A CURVE AND 48 FEET NORTHWEST OF THE CENTER LINE OF
 RK0008'THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE SAND ROADS,
 RK0008'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RK0008'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RK0008
 RK0008                          STATION RECOVERY (1965)
 RK0008
 RK0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0008'STATION IS 11 MILES NORTHEAST OF MELSTRAND, 14-1/2 MILES SOUTHWEST
 RK0008'OF GRAND MARAIS, 20 MILES NORTHWEST OF SENEY, 2.5 MILES SOUTH OF
 RK0008'KINGSTON LAKE, IN THE AREA KNOWN LOCALLY AS THE KINGSTON PLAINS, IN
 RK0008'SECTION 19, T48N, R15W, AND ON STATE FOREST LAND.
 RK0008'
 RK0008'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 77 IN
 RK0008'SENEY (0.1 MILE WEST OF THE SCHOOLHOUSE IN SENEY), GO NORTH ON STATE
 RK0008'ROUTE 77 FOR 15.35 MILES TO A GRAVEL SIDE ROAD LEFT (ADAMS TRAIL).
 RK0008'TURN LEFT, GO SOUTHWESTERLY ON GRAVEL ROAD FOR 12.0 MILES TO A
 RK0008'GRAVEL ROAD ON THE RIGHT WITH THE SIGN KINGSTON LAKE 4 AND
 RK0008'OTHER SIGNS.  TURN RIGHT, GO NORTH FOR 1.0 MILE TO STATION.
 RK0008'
 RK0008'BENCH MARK B 195 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 RK0008'MARK STAMPED B 195 1964 SET IN A ROUND CONCRETE MONUMENT WHICH
 RK0008'PROJECTS 2 INCHES.  IT IS 1.8 FEET SOUTHWEST OF A WITNESS POST, 48
 RK0008'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 51 FEET
 RK0008'NORTHWEST OF THE INTERSECTION OF THE GRAVEL ROAD AND A TRACK ROAD
 RK0008'WEST, AND 19 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
 RK0008'
 RK0008'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RK0008
 RK0008                          STATION RECOVERY (1994)
 RK0008
 RK0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0008'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0008
 RK0008                          STATION RECOVERY (2006)
 RK0008
 RK0008'RECOVERY NOTE BY STS CONSULTANTS 2006
 RK0008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0340 ***********************************************************************
 RJ0340  DESIGNATION -  B 196
 RJ0340  PID         -  RJ0340
 RJ0340  STATE/COUNTY-  MI/LUCE
 RJ0340  COUNTRY     -  US
 RJ0340  USGS QUAD   -  ROBERTS CORNER (2017)
 RJ0340
 RJ0340                         *CURRENT SURVEY CONTROL
 RJ0340  ______________________________________________________________________
 RJ0340* NAD 83(1986) POSITION- 46 21 08.     (N) 085 26 36.     (W)   SCALED
 RJ0340* NAVD 88 ORTHO HEIGHT -   222.882 (meters)      731.24  (feet) ADJUSTED
 RJ0340  ______________________________________________________________________
 RJ0340  GEOID HEIGHT    -        -35.391 (meters)                     GEOID18
 RJ0340  DYNAMIC HEIGHT  -        222.896 (meters)      731.28  (feet) COMP
 RJ0340  MODELED GRAVITY -    980,672.8   (mgal)                       NAVD 88
 RJ0340
 RJ0340  VERT ORDER      -  SECOND    CLASS 0
 RJ0340
 RJ0340.The horizontal coordinates were scaled from a map and have
 RJ0340.an estimated accuracy of +/- 6 seconds.
 RJ0340
 RJ0340.The orthometric height was determined by differential leveling and
 RJ0340.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0340.in June 1991.
 RJ0340
 RJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0340.GEOID18 height accuracy estimate available here.
 RJ0340
 RJ0340.Click photographs - Photos may exist for this station.
 RJ0340
 RJ0340.The dynamic height is computed by dividing the NAVD 88
 RJ0340.geopotential number by the normal gravity value computed on the
 RJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0340.degrees latitude (g = 980.6199 gals.).
 RJ0340
 RJ0340.The modeled gravity was interpolated from observed gravity values.
 RJ0340
 RJ0340;                    North         East    Units  Estimated Accuracy
 RJ0340;SPC MI N     -   175,550.    8,119,800.      MT  (+/- 180 meters Scaled)
 RJ0340
 RJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS197343(NAD 83)
 RJ0340
 RJ0340                          SUPERSEDED SURVEY CONTROL
 RJ0340
 RJ0340  NGVD 29 (??/??/92)  222.836  (m)          731.09   (f) ADJ UNCH    2 0
 RJ0340
 RJ0340.Superseded values are not recommended for survey control.
 RJ0340
 RJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0340
 RJ0340_MARKER: DB = BENCH MARK DISK
 RJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0340_STAMPING: B 196 1964
 RJ0340_MARK LOGO: CGS
 RJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0340+STABILITY: SURFACE MOTION
 RJ0340
 RJ0340  HISTORY     - Date     Condition        Report By
 RJ0340  HISTORY     - 1964     MONUMENTED       CGS
 RJ0340
 RJ0340                          STATION DESCRIPTION
 RJ0340
 RJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0340'2.9 MI E FROM NEWBERRY.
 RJ0340'ABOUT 2.9 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0340'STATION AT NEWBERRY, IN S 29, T 46 N, R 9 W, ABOUT 0.45 MILE
 RJ0340'EAST OF MILEPOST 56, 21 1/2 FEET SOUTH OF THE SOUTH RAIL, 75
 RJ0340'FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH
 RJ0340'AWAY FROM THE TRACK, 15 1/2 FEET SOUTHWEST OF THE 13TH TELEGRAPH
 RJ0340'POLE EAST OF THE MILEPOST, 1.5 FEET EAST OF A METAL WITNESS
 RJ0340'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RJ0340'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0563 ***********************************************************************
 RJ0563  DESIGNATION -  B 197
 RJ0563  PID         -  RJ0563
 RJ0563  STATE/COUNTY-  MI/ALGER
 RJ0563  COUNTRY     -  US
 RJ0563  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0563
 RJ0563                         *CURRENT SURVEY CONTROL
 RJ0563  ______________________________________________________________________
 RJ0563* NAD 83(1986) POSITION- 46 38 10.     (N) 085 58 07.     (W)   SCALED
 RJ0563* NAVD 88 ORTHO HEIGHT -   265.918 (meters)      872.43  (feet) ADJUSTED
 RJ0563  ______________________________________________________________________
 RJ0563  GEOID HEIGHT    -        -35.843 (meters)                     GEOID18
 RJ0563  DYNAMIC HEIGHT  -        265.938 (meters)      872.50  (feet) COMP
 RJ0563  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 RJ0563
 RJ0563  VERT ORDER      -  SECOND    CLASS 0
 RJ0563
 RJ0563.The horizontal coordinates were scaled from a map and have
 RJ0563.an estimated accuracy of +/- 6 seconds.
 RJ0563
 RJ0563.The orthometric height was determined by differential leveling and
 RJ0563.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0563.in June 1991.
 RJ0563
 RJ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0563.GEOID18 height accuracy estimate available here.
 RJ0563
 RJ0563.Click photographs - Photos may exist for this station.
 RJ0563
 RJ0563.The dynamic height is computed by dividing the NAVD 88
 RJ0563.geopotential number by the normal gravity value computed on the
 RJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0563.degrees latitude (g = 980.6199 gals.).
 RJ0563
 RJ0563.The modeled gravity was interpolated from observed gravity values.
 RJ0563
 RJ0563;                    North         East    Units  Estimated Accuracy
 RJ0563;SPC MI N     -   206,440.    8,078,970.      MT  (+/- 180 meters Scaled)
 RJ0563
 RJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES789652(NAD 83)
 RJ0563
 RJ0563                          SUPERSEDED SURVEY CONTROL
 RJ0563
 RJ0563  NGVD 29 (??/??/92)  265.876  (m)          872.29   (f) ADJ UNCH    2 0
 RJ0563
 RJ0563.Superseded values are not recommended for survey control.
 RJ0563
 RJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0563.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0563
 RJ0563_MARKER: DB = BENCH MARK DISK
 RJ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0563_STAMPING: B 197 1964
 RJ0563_MARK LOGO: CGS
 RJ0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0563+STABILITY: SURFACE MOTION
 RJ0563
 RJ0563  HISTORY     - Date     Condition        Report By
 RJ0563  HISTORY     - 1964     MONUMENTED       CGS
 RJ0563  HISTORY     - 19930605 GOOD             LOCENG
 RJ0563  HISTORY     - 19940801 GOOD             USPSQD
 RJ0563
 RJ0563                          STATION DESCRIPTION
 RJ0563
 RJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0563'3.3 MI SE FROM GRAND MARAIS.
 RJ0563'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0563'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0563'714, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD 703, IN S 17,
 RJ0563'T 49 N, R 13 W, ABOUT 88 YARDS NORTH OF THE CENTER OF A CURVE
 RJ0563'IN THE ROAD, 203 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 RJ0563'NORTHEAST CORNER OF A CABIN WITH METAL SIDING, 31 FEET EAST
 RJ0563'OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A METAL WITNESS
 RJ0563'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0563'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0563
 RJ0563                          STATION RECOVERY (1993)
 RJ0563
 RJ0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0563'RECOVERED AS DESCRIBED.
 RJ0563
 RJ0563                          STATION RECOVERY (1994)
 RJ0563
 RJ0563'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0320 ***********************************************************************
 RJ0320  DESIGNATION -  B 198
 RJ0320  PID         -  RJ0320
 RJ0320  STATE/COUNTY-  MI/LUCE
 RJ0320  COUNTRY     -  US
 RJ0320  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0320
 RJ0320                         *CURRENT SURVEY CONTROL
 RJ0320  ______________________________________________________________________
 RJ0320* NAD 83(1986) POSITION- 46 38 56.     (N) 085 23 41.     (W)   SCALED
 RJ0320* NAVD 88 ORTHO HEIGHT -   215.206 (meters)      706.06  (feet) ADJUSTED
 RJ0320  ______________________________________________________________________
 RJ0320  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 RJ0320  DYNAMIC HEIGHT  -        215.221 (meters)      706.10  (feet) COMP
 RJ0320  MODELED GRAVITY -    980,681.4   (mgal)                       NAVD 88
 RJ0320
 RJ0320  VERT ORDER      -  SECOND    CLASS 0
 RJ0320
 RJ0320.The horizontal coordinates were scaled from a map and have
 RJ0320.an estimated accuracy of +/- 6 seconds.
 RJ0320
 RJ0320.The orthometric height was determined by differential leveling and
 RJ0320.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0320.in June 1991.
 RJ0320
 RJ0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0320.GEOID18 height accuracy estimate available here.
 RJ0320
 RJ0320.Click photographs - Photos may exist for this station.
 RJ0320
 RJ0320.The dynamic height is computed by dividing the NAVD 88
 RJ0320.geopotential number by the normal gravity value computed on the
 RJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0320.degrees latitude (g = 980.6199 gals.).
 RJ0320
 RJ0320.The modeled gravity was interpolated from observed gravity values.
 RJ0320
 RJ0320;                    North         East    Units  Estimated Accuracy
 RJ0320;SPC MI N     -   208,590.    8,122,870.      MT  (+/- 180 meters Scaled)
 RJ0320
 RJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS228673(NAD 83)
 RJ0320
 RJ0320                          SUPERSEDED SURVEY CONTROL
 RJ0320
 RJ0320  NGVD 29 (??/??/92)  215.165  (m)          705.92   (f) ADJ UNCH    2 0
 RJ0320
 RJ0320.Superseded values are not recommended for survey control.
 RJ0320
 RJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0320.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0320
 RJ0320_MARKER: DB = BENCH MARK DISK
 RJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0320_STAMPING: B 198 1964
 RJ0320_MARK LOGO: CGS
 RJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0320+STABILITY: SURFACE MOTION
 RJ0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0320+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2010
 RJ0320
 RJ0320  HISTORY     - Date     Condition        Report By
 RJ0320  HISTORY     - 1964     MONUMENTED       CGS
 RJ0320  HISTORY     - 20101023 GOOD             MIDT
 RJ0320
 RJ0320                          STATION DESCRIPTION
 RJ0320
 RJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0320'15.8 MI SE FROM DEER PARK.
 RJ0320'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0320'LODGE AT DEEP PARK, THENCE 13.0 MILES EAST ALONG COUNTY ROADS
 RJ0320'410, 412 AND 414, IN S 14, T 49 N, R 9 W, ABOUT 0.35 MILE WEST
 RJ0320'OF THE JUNCTION OF A GRADED SAND ROAD LEADING NORTH TO THE
 RJ0320'MOUTH OF THE LITTLE TWO HEARTED RIVER 41 FEET NORTHEAST OF THE
 RJ0320'CENTER LINE OF THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 RJ0320'SAND ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RJ0320'LEVEL WITH THE ROAD LEADING NORTH, ABOUT 2 FEET ABOVE THE
 RJ0320'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RJ0320'PROJECTING 5 INCHES.
 RJ0320
 RJ0320                          STATION RECOVERY (2010)
 RJ0320
 RJ0320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 RJ0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1399 ***********************************************************************
 RJ1399  DESIGNATION -  B 199 RESET
 RJ1399  PID         -  RJ1399
 RJ1399  STATE/COUNTY-  MI/LUCE
 RJ1399  COUNTRY     -  US
 RJ1399  USGS QUAD   -  MUSKALLONGE LAKE WEST (2017)
 RJ1399
 RJ1399                         *CURRENT SURVEY CONTROL
 RJ1399  ______________________________________________________________________
 RJ1399* NAD 83(1986) POSITION- 46 40 22.14   (N) 085 44 28.56   (W)   HD_HELD1
 RJ1399* NAVD 88 ORTHO HEIGHT -   192.23  (meters)      630.7   (feet) RESET
 RJ1399  ______________________________________________________________________
 RJ1399  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 RJ1399  VERT ORDER      -  THIRD
 RJ1399
 RJ1399.The horizontal coordinates were determined by differentially corrected
 RJ1399.hand held GPS observations or other comparable positioning techniques
 RJ1399.and have an estimated accuracy of +/- 3 meters.
 RJ1399
 RJ1399.The orthometric height was computed from unverified reset data.
 RJ1399
 RJ1399.No vertical observational check was made to the station.
 RJ1399
 RJ1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1399.GEOID18 height accuracy estimate available here.
 RJ1399
 RJ1399.Click photographs - Photos may exist for this station.
 RJ1399
 RJ1399;                    North         East    Units  Estimated Accuracy
 RJ1399;SPC MI N     -   210,772.0   8,096,305.9     MT  (+/- 3 meters HH1 GPS) 
 RJ1399
 RJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9627869575(NAD 83)
 RJ1399
 RJ1399                          SUPERSEDED SURVEY CONTROL
 RJ1399
 RJ1399  NGVD 29 (02/05/16)  192.19   (m)          630.5    (f) RESET       3  
 RJ1399
 RJ1399.Superseded values are not recommended for survey control.
 RJ1399
 RJ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1399.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1399
 RJ1399_MARKER: DV = VERTICAL CONTROL DISK
 RJ1399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ1399_SP_SET: BRIDGE ABUTMENT
 RJ1399_STAMPING: B 199 RESET 1991
 RJ1399_MARK LOGO: NGS
 RJ1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1399+STABILITY: SURFACE MOTION
 RJ1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1399+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1399
 RJ1399  HISTORY     - Date     Condition        Report By
 RJ1399  HISTORY     - 1991     MONUMENTED       NGS
 RJ1399  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1399  HISTORY     - 20120705 GOOD             INDIV
 RJ1399
 RJ1399                          STATION DESCRIPTION
 RJ1399
 RJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RJ1399'IN SECTION 1, T-49-N, R-12-W, ABOUT 12 MILES WEST-SOUTHWEST OF DEER
 RJ1399'PARK, 14 MILES EAST-SOUTHEAST OF GRAND MARAIS, ABOUT 0.2 MILE SOUTH
 RJ1399'OF THE SHORELINE OF LAKE SUPERIOR AND ON HIGHWAY RIGHT-OF-WAY OF
 RJ1399'COUNTY ROUTE H-38.  TO REACH FROM THE JUNCTION OF STATE ROUTE M-77
 RJ1399'AND COUNTY ROUTE H-58 IN GRAND MARAIS, GO EAST ON COUNTY ROUTE H-58
 RJ1399'FOR 13.05 MI (21.00 KM) TO A BRIDGE OVER THE BLIND SUCKER RIVER, IN
 RJ1399'THE NORTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER THE BLIND SUCKER
 RJ1399'RIVER.  DESCRIBED BY RONALD L. RAMSEY, NGS - GEODETIC ADVISOR -
 RJ1399'MICHIGAN.
 RJ1399
 RJ1399                          STATION RECOVERY (2004)
 RJ1399
 RJ1399'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1399'RECOVERED IN GOOD CONDITION.
 RJ1399
 RJ1399                          STATION RECOVERY (2012)
 RJ1399
 RJ1399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (PNL)
 RJ1399'TO REACH FROM THE 4 WAY INTERSECTION OF COUNTY ROAD 407 (NORTH AND
 RJ1399'EAST), COUNTY ROAD 410 (SOUTH) AND THE DRIVE WEST TO BLIND SUCKER
 RJ1399'NO. 2 STATE FOREST CAMPGROUND, PROCEED NORTH 0.14 MILES ALONG CR 407
 RJ1399'(GRAVEL) TO THE BRIDGE OVER THE BLIND SUCKER RIVER.
 RJ1399'
 RJ1399'MARK IS LOCATED IN TOP OF THE NORTHEAST CONCRETE BRIDGE WING WALL, 1.6
 RJ1399'FEET EAST OF THE EAST EDGE OF THE CONCRETE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0289 ***********************************************************************
 OK0289  DESIGNATION -  B 2
 OK0289  PID         -  OK0289
 OK0289  STATE/COUNTY-  MI/KENT
 OK0289  COUNTRY     -  US
 OK0289  USGS QUAD   -  EVANS (2017)
 OK0289
 OK0289                         *CURRENT SURVEY CONTROL
 OK0289  ______________________________________________________________________
 OK0289* NAD 83(1986) POSITION- 43 11 40.     (N) 085 28 12.     (W)   SCALED
 OK0289* NAVD 88 ORTHO HEIGHT -   275.383 (meters)      903.49  (feet) ADJUSTED
 OK0289  ______________________________________________________________________
 OK0289  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 OK0289  DYNAMIC HEIGHT  -        275.320 (meters)      903.28  (feet) COMP
 OK0289  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 OK0289
 OK0289  VERT ORDER      -  SECOND    CLASS 0
 OK0289
 OK0289.The horizontal coordinates were scaled from a map and have
 OK0289.an estimated accuracy of +/- 6 seconds.
 OK0289
 OK0289.The orthometric height was determined by differential leveling and
 OK0289.adjusted by the NATIONAL GEODETIC SURVEY
 OK0289.in June 1991.
 OK0289
 OK0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0289.GEOID18 height accuracy estimate available here.
 OK0289
 OK0289.Click photographs - Photos may exist for this station.
 OK0289
 OK0289.The dynamic height is computed by dividing the NAVD 88
 OK0289.geopotential number by the normal gravity value computed on the
 OK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0289.degrees latitude (g = 980.6199 gals.).
 OK0289
 OK0289.The modeled gravity was interpolated from observed gravity values.
 OK0289
 OK0289;                    North         East    Units  Estimated Accuracy
 OK0289;SPC MI S     -   188,800.    3,910,330.      MT  (+/- 180 meters Scaled)
 OK0289
 OK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN243835(NAD 83)
 OK0289
 OK0289                          SUPERSEDED SURVEY CONTROL
 OK0289
 OK0289  NGVD 29 (??/??/92)  275.507  (m)          903.89   (f) ADJ UNCH    2 0
 OK0289
 OK0289.Superseded values are not recommended for survey control.
 OK0289
 OK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0289.See file dsdata.pdf to determine how the superseded data were derived.
 OK0289
 OK0289_MARKER: DD = SURVEY DISK
 OK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0289_STAMPING: B 2 1928
 OK0289_MARK LOGO: USGS
 OK0289_PROJECTION: PROJECTING 2 CENTIMETERS
 OK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0289+STABILITY: SURFACE MOTION
 OK0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0289+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 OK0289
 OK0289  HISTORY     - Date     Condition        Report By
 OK0289  HISTORY     - 1928     MONUMENTED       USGS
 OK0289  HISTORY     - 1934     GOOD             CGS
 OK0289  HISTORY     - 20030516 GOOD             INDIV
 OK0289  HISTORY     - 20050319 GOOD             USPSQD
 OK0289  HISTORY     - 20250722 GOOD             MIDT
 OK0289
 OK0289                          STATION DESCRIPTION
 OK0289
 OK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0289'1 MI E FROM SHEFFIELD.
 OK0289'1.0 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0289'AT SHEFFIELD, 30 FEET EAST OF THE CENTER OF A GRAVEL-ROAD
 OK0289'CROSSING, 40 FEET NORTH OF THE NORTH RAIL, 12 FEET EAST OF AN
 OK0289'18-INCH ELM TREE, 2 FEET SOUTH OF THE FENCE LINE, AND ABOUT 2
 OK0289'FEET LOWER THAN THE TOP OF RAIL.  A U.S. GEOLOGICAL SURVEY
 OK0289'STANDARD DISK, STAMPED B 2 1928 AND SET IN THE TOP OF A CONCRETE
 OK0289'POST PROJECTING 5 INCHES ABOVE GROUND.
 OK0289
 OK0289                          STATION RECOVERY (2003)
 OK0289
 OK0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0289'WITNESSES TO MARK -
 OK0289'W 1/4 COR. SEC. 2, T9N, R10W N00D41M35SW 1277.15' (389.28 M)
 OK0289'ADDRESS POST WSW 72' (21.9 M)      C/L PINE LAKE AVE. WEST 30' (9.1 M)
 OK0289'
 OK0289'C/L 12 IN. HICKORY WNW 71' (21.6 M)
 OK0289'TOP TELE. BOX NORTH 18' (5.5 M)
 OK0289'C/L 15 IN. POPLAR SOUTH 59' (18.0 M)
 OK0289
 OK0289                          STATION RECOVERY (2005)
 OK0289
 OK0289'RECOVERY NOTE BY US POWER SQUADRON 2005
 OK0289'RECOVERED IN GOOD CONDITION.
 OK0289
 OK0289                          STATION RECOVERY (2025)
 OK0289
 OK0289'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0184 ***********************************************************************
 RJ0184  DESIGNATION -  B 2
 RJ0184  PID         -  RJ0184
 RJ0184  STATE/COUNTY-  MI/CHIPPEWA
 RJ0184  COUNTRY     -  US
 RJ0184  USGS QUAD   -  OAK RIDGE (2017)
 RJ0184
 RJ0184                         *CURRENT SURVEY CONTROL
 RJ0184  ______________________________________________________________________
 RJ0184* NAD 83(1986) POSITION- 46 15 36.     (N) 084 11 28.     (W)   SCALED
 RJ0184* NAVD 88 ORTHO HEIGHT -   181.556 (meters)      595.66  (feet) ADJUSTED
 RJ0184  ______________________________________________________________________
 RJ0184  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 RJ0184  DYNAMIC HEIGHT  -        181.565 (meters)      595.68  (feet) COMP
 RJ0184  MODELED GRAVITY -    980,662.6   (mgal)                       NAVD 88
 RJ0184
 RJ0184  VERT ORDER      -  FIRST     CLASS I
 RJ0184
 RJ0184.The horizontal coordinates were scaled from a map and have
 RJ0184.an estimated accuracy of +/- 6 seconds.
 RJ0184
 RJ0184.The orthometric height was determined by differential leveling and
 RJ0184.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0184.in June 1991.
 RJ0184
 RJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0184.GEOID18 height accuracy estimate available here.
 RJ0184
 RJ0184.Click photographs - Photos may exist for this station.
 RJ0184
 RJ0184.The dynamic height is computed by dividing the NAVD 88
 RJ0184.geopotential number by the normal gravity value computed on the
 RJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0184.degrees latitude (g = 980.6199 gals.).
 RJ0184
 RJ0184.The modeled gravity was interpolated from observed gravity values.
 RJ0184
 RJ0184;                    North         East    Units  Estimated Accuracy
 RJ0184;SPC MI N     -   167,960.    8,216,500.      MT  (+/- 180 meters Scaled)
 RJ0184
 RJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS164267(NAD 83)
 RJ0184
 RJ0184                          SUPERSEDED SURVEY CONTROL
 RJ0184
 RJ0184  NGVD 29 (??/??/92)  181.537  (m)          595.59   (f) ADJ UNCH    1 1
 RJ0184
 RJ0184.Superseded values are not recommended for survey control.
 RJ0184
 RJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0184.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0184
 RJ0184_MARKER: Z = SEE DESCRIPTION
 RJ0184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0184+WITH SETTING: INTO GROUND
 RJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0184+STABILITY: SURFACE MOTION
 RJ0184
 RJ0184  HISTORY     - Date     Condition        Report By
 RJ0184  HISTORY     - 1969     MONUMENTED       NONE
 RJ0184  HISTORY     - 1969     GOOD             USLS
 RJ0184  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0184
 RJ0184                          STATION DESCRIPTION
 RJ0184
 RJ0184'DESCRIBED BY US LAKE SURVEY 1969
 RJ0184'6 MI SE FROM BARBEAU.
 RJ0184'B2 IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 6 MILES SOUTHEAST
 RJ0184'OF BARBEAU, 2.93 MILES SOUTH OF INTERSECTION OF NEEBISH AND
 RJ0184'RIVER ROADS, 45.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF GRAY
 RJ0184'MAIL BOX, 35.2 FEET EAST OF UTILITY POLE B2-236, 15 FEET SOUTH
 RJ0184'OF CENTERLINE OF DRIVEWAY, 12 FEET EAST OF CENTERLINE OF RIVER
 RJ0184'ROAD, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0184'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0184
 RJ0184                          STATION RECOVERY (1983)
 RJ0184
 RJ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0143 ***********************************************************************
 NF0143  DESIGNATION -  B 20
 NF0143  PID         -  NF0143
 NF0143  STATE/COUNTY-  MI/WASHTENAW
 NF0143  COUNTRY     -  US
 NF0143  USGS QUAD   -  CHELSEA (2017)
 NF0143
 NF0143                         *CURRENT SURVEY CONTROL
 NF0143  ______________________________________________________________________
 NF0143* NAD 83(1986) POSITION- 42 16 48.     (N) 084 06 58.     (W)   SCALED
 NF0143* NAVD 88 ORTHO HEIGHT -   309.328 (meters)     1014.85  (feet) ADJUSTED
 NF0143  ______________________________________________________________________
 NF0143  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 NF0143  DYNAMIC HEIGHT  -        309.222 (meters)     1014.51  (feet) COMP
 NF0143  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 NF0143
 NF0143  VERT ORDER      -  FIRST     CLASS II
 NF0143
 NF0143.The horizontal coordinates were scaled from a map and have
 NF0143.an estimated accuracy of +/- 6 seconds.
 NF0143
 NF0143.The orthometric height was determined by differential leveling and
 NF0143.adjusted by the NATIONAL GEODETIC SURVEY
 NF0143.in June 1991.
 NF0143
 NF0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0143.GEOID18 height accuracy estimate available here.
 NF0143
 NF0143.Click photographs - Photos may exist for this station.
 NF0143
 NF0143.The dynamic height is computed by dividing the NAVD 88
 NF0143.geopotential number by the normal gravity value computed on the
 NF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0143.degrees latitude (g = 980.6199 gals.).
 NF0143
 NF0143.The modeled gravity was interpolated from observed gravity values.
 NF0143
 NF0143;                    North         East    Units  Estimated Accuracy
 NF0143;SPC MI S     -    86,670.    4,020,670.      MT  (+/- 180 meters Scaled)
 NF0143
 NF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM377848(NAD 83)
 NF0143
 NF0143                          SUPERSEDED SURVEY CONTROL
 NF0143
 NF0143  NGVD 29 (??/??/92)  309.445  (m)         1015.24   (f) ADJ UNCH    1 2
 NF0143
 NF0143.Superseded values are not recommended for survey control.
 NF0143
 NF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0143.See file dsdata.pdf to determine how the superseded data were derived.
 NF0143
 NF0143_MARKER: DB = BENCH MARK DISK
 NF0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0143_STAMPING: ELEV 1015.237 FT B 20 1916
 NF0143_MARK LOGO: CGS
 NF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0143+STABILITY: SURFACE MOTION
 NF0143
 NF0143  HISTORY     - Date     Condition        Report By
 NF0143  HISTORY     - 1916     MONUMENTED       CGS
 NF0143  HISTORY     - 1934     GOOD             CGS
 NF0143  HISTORY     - 1973     POOR             USGS
 NF0143  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0143  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NF0143
 NF0143                          STATION DESCRIPTION
 NF0143
 NF0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0143'1.4 MI E FROM FRANCISCO.
 NF0143'IN WASHTENAW COUNTY, 1.4 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0143'RAILROAD FROM THE STATION AT FRANCISCO, JACKSON COUNTY, 0.4
 NF0143'MILE EAST OF A ROAD CROSSING, BETWEEN TWO GATES, AND 42 FEET
 NF0143'NORTH OF THE SOUTH FENCE.  A STANDARD DISK, STAMPED ELEV 1015.237
 NF0143'FT B 20 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0143'8 INCHES ABOVE GROUND.
 NF0143
 NF0143                          STATION RECOVERY (1973)
 NF0143
 NF0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0143'MARK RECOVERED IN POOR CONDITION.
 NF0143
 NF0143                          STATION RECOVERY (1985)
 NF0143
 NF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0143'MARK NOT FOUND.
 NF0143
 NF0143                          STATION RECOVERY (1998)
 NF0143
 NF0143'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0277 ***********************************************************************
 QK0277  DESIGNATION -  B 200
 QK0277  PID         -  QK0277
 QK0277  STATE/COUNTY-  MI/MACKINAC
 QK0277  COUNTRY     -  US
 QK0277  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0277
 QK0277                         *CURRENT SURVEY CONTROL
 QK0277  ______________________________________________________________________
 QK0277* NAD 83(1986) POSITION- 45 51 40.9    (N) 084 47 25.3    (W)   HD_HELD2
 QK0277* NAVD 88 ORTHO HEIGHT -   206.146 (meters)      676.33  (feet) ADJUSTED
 QK0277  ______________________________________________________________________
 QK0277  GEOID HEIGHT    -        -35.289 (meters)                     GEOID18
 QK0277  DYNAMIC HEIGHT  -        206.154 (meters)      676.36  (feet) COMP
 QK0277  MODELED GRAVITY -    980,651.1   (mgal)                       NAVD 88
 QK0277
 QK0277  VERT ORDER      -  FIRST     CLASS 0
 QK0277
 QK0277.The horizontal coordinates were established by autonomous hand held GPS
 QK0277.observations and have an estimated accuracy of +/- 10 meters.
 QK0277
 QK0277.The orthometric height was determined by differential leveling and
 QK0277.adjusted by the NATIONAL GEODETIC SURVEY
 QK0277.in June 1991.
 QK0277
 QK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0277.GEOID18 height accuracy estimate available here.
 QK0277
 QK0277.Click photographs - Photos may exist for this station.
 QK0277
 QK0277.The dynamic height is computed by dividing the NAVD 88
 QK0277.geopotential number by the normal gravity value computed on the
 QK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0277.degrees latitude (g = 980.6199 gals.).
 QK0277
 QK0277.The modeled gravity was interpolated from observed gravity values.
 QK0277
 QK0277;                    North         East    Units  Estimated Accuracy
 QK0277;SPC MI N     -   122,208.    8,171,559.      MT  (+/- 10 meters HH2 GPS)
 QK0277
 QK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7152381018(NAD 83)
 QK0277
 QK0277                          SUPERSEDED SURVEY CONTROL
 QK0277
 QK0277  NGVD 29 (??/??/92)  206.17   (m)          676.4    (f) COMPUTED    1 0
 QK0277
 QK0277.Superseded values are not recommended for survey control.
 QK0277
 QK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0277.See file dsdata.pdf to determine how the superseded data were derived.
 QK0277
 QK0277_MARKER: DB = BENCH MARK DISK
 QK0277_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0277+WITH SETTING: INFORMATION.
 QK0277_STAMPING: B 200 1972
 QK0277_MARK LOGO: CGS
 QK0277_PROJECTION: FLUSH
 QK0277_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0277+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2013
 QK0277
 QK0277  HISTORY     - Date     Condition        Report By
 QK0277  HISTORY     - 1972     MONUMENTED       NGS
 QK0277  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0277  HISTORY     - 20130523 GOOD             MIDT
 QK0277
 QK0277                          STATION DESCRIPTION
 QK0277
 QK0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0277'3.2 MI NW FROM ST IGNACE.
 QK0277'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0277'OVER I 75 AT ST IGNACE, AT THE NORTHWEST EDGE OF A GROUP OF
 QK0277'15 EVERGREEN TREES, 64 FEET SOUTHWEST OF THE CENTER LINE OF
 QK0277'THE HIGHWAY, 6 FEET NORTH-NORTHEAST OF THE NORTH ONE OF THE
 QK0277'GROUP OF TREES, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 QK0277'LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QK0277'COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND PROTECTED
 QK0277'BY A 6 INCH METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL
 QK0277'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 QK0277'3.2 FEET.  2.0 MILES NW MIGHT BE 3.2 MILES NW.
 QK0277
 QK0277                          STATION RECOVERY (1995)
 QK0277
 QK0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0277'MARK NOT FOUND.
 QK0277
 QK0277                          STATION RECOVERY (2013)
 QK0277
 QK0277'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 QK0277'STATION IS LOCATED 2310 FEET NORTHWEST ALONG US-2 FROM THE CENTERLINE
 QK0277'OF OLD PORTAGE TRAIL, ALSO 447 FEET SOUTHEAST ALONG US-2 FROM
 QK0277'CENTERLINE OF PAVED DRIVE NORTH TO PROPERTY W1362 (MORAN TOWNSHIP
 QK0277'OFFICE), 63 FEET SOUTHWEST OF CENTERLINE OF THE US-2 EASTBOUND LANES,
 QK0277'41 FEET SOUTHWEST OF SOUTHERLY EDGE OF PAVED SHOULDER, 39 FEET
 QK0277'SOUTHERLY OF BACK OF GUARDRAIL AND N45E-0.6 FEET OF A METAL WITNESS
 QK0277'POST.
 QK0277'
 QK0277'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 QK0277'STAMPED  B 200 1972  ENCASED BY A 6 INCH I.D. PIPE, 0.5 FEET ABOVE
 QK0277'LEVEL GROUND.  DISK IS 0.4 FEET BELOW TOP OF PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0389 ***********************************************************************
 RJ0389  DESIGNATION -  B 201
 RJ0389  PID         -  RJ0389
 RJ0389  STATE/COUNTY-  MI/MACKINAC
 RJ0389  COUNTRY     -  US
 RJ0389  USGS QUAD   -  EPOUFETTE (2017)
 RJ0389
 RJ0389                         *CURRENT SURVEY CONTROL
 RJ0389  ______________________________________________________________________
 RJ0389* NAD 83(1986) POSITION- 46 03 07.5    (N) 085 08 38.9    (W)   HD_HELD2
 RJ0389* NAVD 88 ORTHO HEIGHT -   227.508 (meters)      746.42  (feet) ADJUSTED
 RJ0389  ______________________________________________________________________
 RJ0389  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 RJ0389  DYNAMIC HEIGHT  -        227.523 (meters)      746.47  (feet) COMP
 RJ0389  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 RJ0389
 RJ0389  VERT ORDER      -  FIRST     CLASS 0
 RJ0389
 RJ0389.The horizontal coordinates were established by autonomous hand held GPS
 RJ0389.observations and have an estimated accuracy of +/- 10 meters.
 RJ0389
 RJ0389.The orthometric height was determined by differential leveling and
 RJ0389.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0389.in June 1991.
 RJ0389
 RJ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0389.GEOID18 height accuracy estimate available here.
 RJ0389
 RJ0389.Click photographs - Photos may exist for this station.
 RJ0389
 RJ0389.The dynamic height is computed by dividing the NAVD 88
 RJ0389.geopotential number by the normal gravity value computed on the
 RJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0389.degrees latitude (g = 980.6199 gals.).
 RJ0389
 RJ0389.The modeled gravity was interpolated from observed gravity values.
 RJ0389
 RJ0389;                    North         East    Units  Estimated Accuracy
 RJ0389;SPC MI N     -   142,695.    8,143,600.      MT  (+/- 10 meters HH2 GPS)
 RJ0389
 RJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4356701508(NAD 83)
 RJ0389
 RJ0389                          SUPERSEDED SURVEY CONTROL
 RJ0389
 RJ0389  NGVD 29 (??/??/92)  227.548  (m)          746.55   (f) ADJ UNCH    1 0
 RJ0389
 RJ0389.Superseded values are not recommended for survey control.
 RJ0389
 RJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0389.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0389
 RJ0389_MARKER: DB = BENCH MARK DISK
 RJ0389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0389_STAMPING: B 201 1972
 RJ0389_MARK LOGO: CGS
 RJ0389_PROJECTION: PROJECTING 15 CENTIMETERS
 RJ0389_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0389+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2017
 RJ0389
 RJ0389  HISTORY     - Date     Condition        Report By
 RJ0389  HISTORY     - 1972     MONUMENTED       NGS
 RJ0389  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0389  HISTORY     - 20000524 GOOD             MIDT
 RJ0389  HISTORY     - 20030606 GOOD             USPSQD
 RJ0389  HISTORY     - 20060830 GOOD             USPSQD
 RJ0389  HISTORY     - 20170714 GOOD             MIDT
 RJ0389
 RJ0389                          STATION DESCRIPTION
 RJ0389
 RJ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0389'5.4 MI NW FROM BREVORT.
 RJ0389'ABOUT 5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0389'LUTHERAN CHURCH AT BREVORT, ABOUT 0.1 MILE NORTHWEST OF THE
 RJ0389'NORTHWEST END OF THE CUT RIVER BRIDGE, ABOUT 0.55 MILE
 RJ0389'SOUTHEAST OF THE JUNCTION OF HIAWATHA TRAIL, IN A SMALL STAND
 RJ0389'OF WHITE BIRCH TREES, 63 1/2 FEET SOUTHWEST OF THE CENTER
 RJ0389'LINE OF THE HIGHWAY, 12 1/2 FEET NORTHWEST OF A BIRCH TREE WITH
 RJ0389'3- 4-INCH TRUNKS, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST,
 RJ0389'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A
 RJ0389'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 RJ0389'THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 RJ0389'WAS DRIVEN TO A DEPTH OF 32 FEET.  SECTION 11, T 42 N, R 7 W.
 RJ0389
 RJ0389                          STATION RECOVERY (1995)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0389'MARK NOT FOUND.
 RJ0389
 RJ0389                          STATION RECOVERY (2000)
 RJ0389
 RJ0389'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (LEW)
 RJ0389'STATION B 201 IS LOCATED ON U.S.  HIGHWAY 2, APPROXIMATELY 5.4 MILES
 RJ0389'(8.7 KM) NORTHWEST OF BREVORT, 0.98 MILES (1.58 KM) NORTHWEST OF THE
 RJ0389'NORTHWEST END OF THE CUT RIVER BRIDGE, IN SECTION 11, T42N-R7W.  TO
 RJ0389'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 2 AND HIAWATHA TRAIL IN
 RJ0389'EPOUFETTE, PROCEED SOUTHEASTERLY 0.56 MILES (0.90 KM) ALONG US-2 TO
 RJ0389'STATION LOCATED ON THE RIGHT (SOUTHWEST) SIDE OF THE HIGHWAY, 63.0
 RJ0389'FEET (19.2 M) SOUTHWEST OF EXISTING CENTERLINE OF US-2 AND 0.3 FEET
 RJ0389'(9.1 CM) NORTHWEST OF A METAL WITNESS POST.  STATION IS A U.S.  COAST
 RJ0389'AND GEODETIC SURVEY BENCH MARK DISK SET ON TOP OF A ROD THAT IS FLUSH
 RJ0389'WITH THE GROUND SURFACE AND IS ENCASED IN A 6 INCH DIAMETER METAL PIPE
 RJ0389'THAT PROJECTS 0.5 FEET (15.2 CM) ABOVE THE GROUND SURFACE.
 RJ0389
 RJ0389                          STATION RECOVERY (2003)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0389'RECOVERED IN GOOD CONDITION.
 RJ0389
 RJ0389                          STATION RECOVERY (2006)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0389'RECOVERED IN GOOD CONDITION.
 RJ0389
 RJ0389                          STATION RECOVERY (2017)
 RJ0389
 RJ0389'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 RJ0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0507 ***********************************************************************
 RJ0507  DESIGNATION -  B 202
 RJ0507  PID         -  RJ0507
 RJ0507  STATE/COUNTY-  MI/MACKINAC
 RJ0507  COUNTRY     -  US
 RJ0507  USGS QUAD   -  GOULD CITY (2017)
 RJ0507
 RJ0507                         *CURRENT SURVEY CONTROL
 RJ0507  ______________________________________________________________________
 RJ0507* NAD 83(1986) POSITION- 46 06 09.1    (N) 085 41 53.9    (W)   HD_HELD2
 RJ0507* NAVD 88 ORTHO HEIGHT -   226.923 (meters)      744.50  (feet) ADJUSTED
 RJ0507  ______________________________________________________________________
 RJ0507  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 RJ0507  DYNAMIC HEIGHT  -        226.935 (meters)      744.54  (feet) COMP
 RJ0507  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 RJ0507
 RJ0507  VERT ORDER      -  FIRST     CLASS 0
 RJ0507
 RJ0507.The horizontal coordinates were established by autonomous hand held GPS
 RJ0507.observations and have an estimated accuracy of +/- 10 meters.
 RJ0507
 RJ0507.The orthometric height was determined by differential leveling and
 RJ0507.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0507.in June 1991.
 RJ0507
 RJ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0507.GEOID18 height accuracy estimate available here.
 RJ0507
 RJ0507.Click photographs - Photos may exist for this station.
 RJ0507
 RJ0507.The dynamic height is computed by dividing the NAVD 88
 RJ0507.geopotential number by the normal gravity value computed on the
 RJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0507.degrees latitude (g = 980.6199 gals.).
 RJ0507
 RJ0507.The modeled gravity was interpolated from observed gravity values.
 RJ0507
 RJ0507;                    North         East    Units  Estimated Accuracy
 RJ0507;SPC MI N     -   147,447.    8,100,633.      MT  (+/- 10 meters HH2 GPS)
 RJ0507
 RJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0060606262(NAD 83)
 RJ0507
 RJ0507                          SUPERSEDED SURVEY CONTROL
 RJ0507
 RJ0507  NGVD 29 (??/??/92)  226.961  (m)          744.62   (f) ADJ UNCH    1 0
 RJ0507
 RJ0507.Superseded values are not recommended for survey control.
 RJ0507
 RJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0507.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0507
 RJ0507_MARKER: DB = BENCH MARK DISK
 RJ0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0507_STAMPING: B 202 1972
 RJ0507_MARK LOGO: CGS
 RJ0507_PROJECTION: FLUSH
 RJ0507_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0507+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2025
 RJ0507
 RJ0507  HISTORY     - Date     Condition        Report By
 RJ0507  HISTORY     - 1972     MONUMENTED       NGS
 RJ0507  HISTORY     - 19950530 GOOD             USPSQD
 RJ0507  HISTORY     - 19950816 GOOD             USPSQD
 RJ0507  HISTORY     - 20010331 GOOD             NGS
 RJ0507  HISTORY     - 20021111 GOOD             USPSQD
 RJ0507  HISTORY     - 20060915 GOOD             USPSQD
 RJ0507  HISTORY     - 20130612 GOOD             MIDT
 RJ0507  HISTORY     - 20250620 GOOD             INDIV
 RJ0507
 RJ0507                          STATION DESCRIPTION
 RJ0507
 RJ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0507'0.5 MI N FROM GOULD CITY.
 RJ0507'ABOUT 0.5 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0507'AT GOULD CITY, 0.15 MILE NORTHWEST OF THE INTERSECTION OF U.S.
 RJ0507'HIGHWAY 2, 369 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 RJ0507'148 FEET SOUTH OF THE SOUTHEAST CORNER OF FENCE AROUND THE
 RJ0507'LAKE PIPE LINE COMPANY, INC. PUMPING STATION, 2.5 FEET SOUTH
 RJ0507'OF THE SOUTHEAST PIPE CORNER POST IN CHAIN LINK FENCE AROUND A
 RJ0507'SMALL SUB STATION FOR LAKEHEAD PIPE LINE CO., 226 FEET WEST
 RJ0507'OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 0.8 FOOT WEST
 RJ0507'OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A COPPER COATED
 RJ0507'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH STEEL
 RJ0507'PIPE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0507'AT A DEPTH OF 11 1/2 FEET.  SEC 20, T 42 N, R 11 W.
 RJ0507
 RJ0507                          STATION RECOVERY (1995)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (1995)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2001)
 RJ0507
 RJ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0507
 RJ0507                          STATION RECOVERY (2002)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2006)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2013)
 RJ0507
 RJ0507'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 RJ0507'MARK FOUND WITH SOUTH EDGE OF DISK BENT DOWN, BUT IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2025)
 RJ0507
 RJ0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JW)
 RJ0507'RECOVERED AS DESCRIBED IN 2013.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0035 ***********************************************************************
 QL0035  DESIGNATION -  B 203
 QL0035  PID         -  QL0035
 QL0035  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0035  COUNTRY     -  US
 QL0035  USGS QUAD   -  GULLIVER (2017)
 QL0035
 QL0035                         *CURRENT SURVEY CONTROL
 QL0035  ______________________________________________________________________
 QL0035* NAD 83(1986) POSITION- 45 59 13.59   (N) 086 06 49.79   (W)   HD_HELD1
 QL0035* NAVD 88 ORTHO HEIGHT -   203.172 (meters)      666.57  (feet) ADJUSTED
 QL0035  ______________________________________________________________________
 QL0035  GEOID HEIGHT    -        -35.281 (meters)                     GEOID18
 QL0035  DYNAMIC HEIGHT  -        203.179 (meters)      666.60  (feet) COMP
 QL0035  MODELED GRAVITY -    980,647.4   (mgal)                       NAVD 88
 QL0035
 QL0035  VERT ORDER      -  FIRST     CLASS 0
 QL0035
 QL0035.The horizontal coordinates were determined by differentially corrected
 QL0035.hand held GPS observations or other comparable positioning techniques
 QL0035.and have an estimated accuracy of +/- 3 meters.
 QL0035
 QL0035.The orthometric height was determined by differential leveling and
 QL0035.adjusted by the NATIONAL GEODETIC SURVEY
 QL0035.in June 1991.
 QL0035
 QL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0035.GEOID18 height accuracy estimate available here.
 QL0035
 QL0035.Click photographs - Photos may exist for this station.
 QL0035
 QL0035.The dynamic height is computed by dividing the NAVD 88
 QL0035.geopotential number by the normal gravity value computed on the
 QL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0035.degrees latitude (g = 980.6199 gals.).
 QL0035
 QL0035.The modeled gravity was interpolated from observed gravity values.
 QL0035
 QL0035;                    North         East    Units  Estimated Accuracy
 QL0035;SPC MI N     -   134,176.2   8,068,654.4     MT  (+/- 3 meters HH1 GPS) 
 QL0035
 QL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6863392996(NAD 83)
 QL0035
 QL0035                          SUPERSEDED SURVEY CONTROL
 QL0035
 QL0035  NGVD 29 (??/??/92)  203.207  (m)          666.69   (f) ADJ UNCH    1 0
 QL0035
 QL0035.Superseded values are not recommended for survey control.
 QL0035
 QL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0035.See file dsdata.pdf to determine how the superseded data were derived.
 QL0035
 QL0035_MARKER: DB = BENCH MARK DISK
 QL0035_SETTING: 66 = SET IN ROCK OUTCROP
 QL0035_STAMPING: B 203 1972
 QL0035_MARK LOGO: CGS
 QL0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0035+STABILITY: POSITION/ELEVATION WELL
 QL0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0035+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2023
 QL0035
 QL0035  HISTORY     - Date     Condition        Report By
 QL0035  HISTORY     - 1972     MONUMENTED       NGS
 QL0035  HISTORY     - 1979     GOOD             MIDH
 QL0035  HISTORY     - 20010911 GOOD             MIDT
 QL0035  HISTORY     - 20060918 GOOD             USPSQD
 QL0035  HISTORY     - 20230804 GOOD             PROFLN
 QL0035
 QL0035                          STATION DESCRIPTION
 QL0035
 QL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0035'4.7 MI W FROM GULLIVER.
 QL0035'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0035'AT GULLIVER, ABOUT 0.15 MILE EAST OF THE JUNCTION OF COUNTY
 QL0035'ROAD 438 LEADING NORTH, AT THE EAST END OF A SHALLOW ROCK CUT,
 QL0035'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 QL0035'NORTHWEST OF A POWER LINE POLE, 16 FEET NORTHEAST OF A TRIPLE
 QL0035'FORKED APPLE TREE, SET IN THE TOP OF A ROCK OUTCROP THAT
 QL0035'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE
 QL0035'THE LEVEL OF THE HIGHWAY.  SECTION 31, T 42N, R14W
 QL0035
 QL0035                          STATION RECOVERY (1979)
 QL0035
 QL0035'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0035'RECOVERED IN GOOD CONDITION.
 QL0035
 QL0035                          STATION RECOVERY (2001)
 QL0035
 QL0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0035'STATION IS S20W, 1.0' OF A CARSONITE WITNESS POST.
 QL0035
 QL0035                          STATION RECOVERY (2006)
 QL0035
 QL0035'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0035'RECOVERED IN GOOD CONDITION.
 QL0035
 QL0035                          STATION RECOVERY (2023)
 QL0035
 QL0035'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2023 (PNL)
 QL0035'THE MARK IS LOCATED 735 FT (224.0 M) EAST ALONG US HIGHWAY 2 FROM THE
 QL0035'CENTER OF TOWNLINE ROAD/CR 438 LEADING NORTH, 56 FT (17.1 M) NORTH OF
 QL0035'THE CENTER OF THE HIGHWAY, 150 FT (45.7 M) WEST OF THE CENTER OF A
 QL0035'GRAVEL DRIVE LEADING NORTH TO PROPERTY 4746W, 2 FT (0.6 M) NORTH OF
 QL0035'THE CENTER OF AN EAST-WEST POWER LINE, 57.8 FT (17.6 M) WEST OF POWER
 QL0035'POLE 120, N30E-15.8 FEET OF THE CENTER OF A TRIPLE APPLE TREE.  THERE
 QL0035'IS NOT A WITNESS POST.  THE NORTHEAST EDGE OF THE DISK IS DAMAGED, BUT
 QL0035'THE DISK IS SET SOLID IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0096 ***********************************************************************
 QL0096  DESIGNATION -  B 204
 QL0096  PID         -  QL0096
 QL0096  STATE/COUNTY-  MI/DELTA
 QL0096  COUNTRY     -  US
 QL0096  USGS QUAD   -  GARDEN CORNERS (2017)
 QL0096
 QL0096                         *CURRENT SURVEY CONTROL
 QL0096  ______________________________________________________________________
 QL0096* NAD 83(1986) POSITION- 45 54 03.4    (N) 086 34 00.0    (W)   HD_HELD2
 QL0096* NAVD 88 ORTHO HEIGHT -   177.794 (meters)      583.31  (feet) ADJUSTED
 QL0096  ______________________________________________________________________
 QL0096  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 QL0096  DYNAMIC HEIGHT  -        177.796 (meters)      583.32  (feet) COMP
 QL0096  MODELED GRAVITY -    980,625.7   (mgal)                       NAVD 88
 QL0096
 QL0096  VERT ORDER      -  FIRST     CLASS 0
 QL0096
 QL0096.The horizontal coordinates were established by autonomous hand held GPS
 QL0096.observations and have an estimated accuracy of +/- 10 meters.
 QL0096
 QL0096.The orthometric height was determined by differential leveling and
 QL0096.adjusted by the NATIONAL GEODETIC SURVEY
 QL0096.in June 1991.
 QL0096
 QL0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0096.GEOID18 height accuracy estimate available here.
 QL0096
 QL0096.Click photographs - Photos may exist for this station.
 QL0096
 QL0096.The dynamic height is computed by dividing the NAVD 88
 QL0096.geopotential number by the normal gravity value computed on the
 QL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0096.degrees latitude (g = 980.6199 gals.).
 QL0096
 QL0096.The modeled gravity was interpolated from observed gravity values.
 QL0096
 QL0096;                    North         East    Units  Estimated Accuracy
 QL0096;SPC MI N     -   124,308.    8,033,625.      MT  (+/- 10 meters HH2 GPS)
 QL0096
 QL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3361383133(NAD 83)
 QL0096
 QL0096                          SUPERSEDED SURVEY CONTROL
 QL0096
 QL0096  NGVD 29 (??/??/92)  177.76   (m)          583.2    (f) COMPUTED    1 0
 QL0096
 QL0096.Superseded values are not recommended for survey control.
 QL0096
 QL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0096.See file dsdata.pdf to determine how the superseded data were derived.
 QL0096
 QL0096_MARKER: DB = BENCH MARK DISK
 QL0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0096_SP_SET: BRIDGE SEAT
 QL0096_STAMPING: B 204 1972
 QL0096_MARK LOGO: CGS
 QL0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0096+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0096
 QL0096  HISTORY     - Date     Condition        Report By
 QL0096  HISTORY     - 1972     MONUMENTED       NGS
 QL0096  HISTORY     - 20021113 GOOD             USPSQD
 QL0096  HISTORY     - 20050201 GOOD             MIDT
 QL0096
 QL0096                          STATION DESCRIPTION
 QL0096
 QL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0096'4.8 MI W FROM COOKS.
 QL0096'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0096'COUNTY ROAD 442 AT COOKS, AT A 51-FOOT LONG CONCRETE HIGHWAY
 QL0096'BRIDGE OVER LITTLE FISHDAM RIVER, 24 FEET SOUTH OF THE CENTER
 QL0096'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST
 QL0096'CONCRETE SEAT OF BRIDGE, 0.8 FOOT NORTHWEST OF THE SOUTH END OF
 QL0096'THE EAST CONCRETE ABUTMENT OF THE BRIDGE AND 3.2 FEET BELOW THE
 QL0096'LEVEL OF THE HIGHWAY.  SECTION 33, T 41 N, R 18 W.
 QL0096
 QL0096                          STATION RECOVERY (2002)
 QL0096
 QL0096'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0096'RECOVERED IN GOOD CONDITION.
 QL0096
 QL0096                          STATION RECOVERY (2005)
 QL0096
 QL0096'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0199 ***********************************************************************
 QL0199  DESIGNATION -  B 205
 QL0199  PID         -  QL0199
 QL0199  STATE/COUNTY-  MI/DELTA
 QL0199  COUNTRY     -  US
 QL0199  USGS QUAD   -  GLADSTONE (2017)
 QL0199
 QL0199                         *CURRENT SURVEY CONTROL
 QL0199  ______________________________________________________________________
 QL0199* NAD 83(1986) POSITION- 45 45 53.5    (N) 087 04 06.5    (W)   HD_HELD2
 QL0199* NAVD 88 ORTHO HEIGHT -   189.454 (meters)      621.57  (feet) ADJUSTED
 QL0199  ______________________________________________________________________
 QL0199  GEOID HEIGHT    -        -35.754 (meters)                     GEOID18
 QL0199  DYNAMIC HEIGHT  -        189.453 (meters)      621.56  (feet) COMP
 QL0199  MODELED GRAVITY -    980,611.1   (mgal)                       NAVD 88
 QL0199
 QL0199  VERT ORDER      -  FIRST     CLASS 0
 QL0199
 QL0199.The horizontal coordinates were established by autonomous hand held GPS
 QL0199.observations and have an estimated accuracy of +/- 10 meters.
 QL0199
 QL0199.The orthometric height was determined by differential leveling and
 QL0199.adjusted by the NATIONAL GEODETIC SURVEY
 QL0199.in June 1991.
 QL0199
 QL0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0199.GEOID18 height accuracy estimate available here.
 QL0199
 QL0199.Click photographs - Photos may exist for this station.
 QL0199
 QL0199.The dynamic height is computed by dividing the NAVD 88
 QL0199.geopotential number by the normal gravity value computed on the
 QL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0199.degrees latitude (g = 980.6199 gals.).
 QL0199
 QL0199.The modeled gravity was interpolated from observed gravity values.
 QL0199
 QL0199;                    North         East    Units  Estimated Accuracy
 QL0199;SPC MI N     -   109,094.    7,994,674.      MT  (+/- 10 meters HH2 GPS)
 QL0199
 QL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9467567924(NAD 83)
 QL0199
 QL0199                          SUPERSEDED SURVEY CONTROL
 QL0199
 QL0199  NGVD 29 (??/??/92)  189.46   (m)          621.6    (f) COMPUTED    1 0
 QL0199
 QL0199.Superseded values are not recommended for survey control.
 QL0199
 QL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0199.See file dsdata.pdf to determine how the superseded data were derived.
 QL0199
 QL0199_MARKER: DV = VERTICAL CONTROL DISK
 QL0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0199_STAMPING: B 205 1972
 QL0199_MARK LOGO: CGS
 QL0199_PROJECTION: RECESSED 5 CENTIMETERS
 QL0199_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0199+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 QL0199
 QL0199  HISTORY     - Date     Condition        Report By
 QL0199  HISTORY     - 1972     MONUMENTED       NGS
 QL0199  HISTORY     - 20021003 GOOD             USPSQD
 QL0199  HISTORY     - 20040910 GOOD             DAVWAN
 QL0199  HISTORY     - 20050912 GOOD             USPSQD
 QL0199  HISTORY     - 20060913 GOOD             USPSQD
 QL0199  HISTORY     - 20150927 GOOD             PROFLN
 QL0199  HISTORY     - 20221201 GOOD             SPICE
 QL0199
 QL0199                          STATION DESCRIPTION
 QL0199
 QL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0199'2.2 MI N FROM ESCANABA.
 QL0199'ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE POST OFFICE
 QL0199'AND THE INTERSECTION OF 6 TH STREET AT ESCANABA, THENCE 0.75
 QL0199'MILE NORTH ALONG STEPHENSON AVENUE, THENCE 0.65 MILE NORTH ALONG
 QL0199'SHERIDAN ROAD, 193 FEET EAST OF THE CENTER LINE OF SHERIDAN
 QL0199'ROAD, 168 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 QL0199'CHICAGO AND NORTHWESTERN RAILROAD, 38 FEET NORTH OF THE EXTENDED
 QL0199'CENTER LINE OF 15 TH AVENUE, 284 FEET SOUTH OF THE SOUTHEAST
 QL0199'CORNER OF A METAL RAILROAD YARD BUILDING, 20 FEET EAST OF THE
 QL0199'CENTER LINE OF A TRACK ROAD, 3 FEET EAST OF A BRACE POLE FOR A
 QL0199'POWER LINE, 0.4 FOOT NORTHEAST OF A METAL WITNESS POST, 7 FEET
 QL0199'ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 QL0199'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 QL0199'GROUND AND ENCASED IN A 4 INCH METAL PIPE THAT IS FLUSH WITH THE
 QL0199'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET
 QL0199'TO REFUSAL.  SECTION 19, T 39 N, R 22 W.
 QL0199
 QL0199                          STATION RECOVERY (2002)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2004)
 QL0199
 QL0199'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2005)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2006)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2015)
 QL0199
 QL0199'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 QL0199'THE  MARK IS 32 FT (9.8 M) EAST OF POLE 00266 AND PHONE PEDESTAL 1500,
 QL0199'47 FT (14.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 QL0199'BUILDING, IN A BRUSHY AREA.
 QL0199
 QL0199                          STATION RECOVERY (2022)
 QL0199
 QL0199'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (EB)
 QL0199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0492 ***********************************************************************
 RJ0492  DESIGNATION -  B 206
 RJ0492  PID         -  RJ0492
 RJ0492  STATE/COUNTY-  MI/MACKINAC
 RJ0492  COUNTRY     -  US
 RJ0492  USGS QUAD   -  ENGADINE (2017)
 RJ0492
 RJ0492                         *CURRENT SURVEY CONTROL
 RJ0492  ______________________________________________________________________
 RJ0492* NAD 83(1986) POSITION- 46 06 03.     (N) 085 30 50.     (W)   SCALED
 RJ0492* NAVD 88 ORTHO HEIGHT -   180.797 (meters)      593.16  (feet) ADJUSTED
 RJ0492  ______________________________________________________________________
 RJ0492  GEOID HEIGHT    -        -34.981 (meters)                     GEOID18
 RJ0492  DYNAMIC HEIGHT  -        180.807 (meters)      593.20  (feet) COMP
 RJ0492  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0492
 RJ0492  VERT ORDER      -  FIRST     CLASS 0
 RJ0492
 RJ0492.The horizontal coordinates were scaled from a map and have
 RJ0492.an estimated accuracy of +/- 6 seconds.
 RJ0492
 RJ0492.The orthometric height was determined by differential leveling and
 RJ0492.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0492.in June 1991.
 RJ0492
 RJ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0492.GEOID18 height accuracy estimate available here.
 RJ0492
 RJ0492.Click photographs - Photos may exist for this station.
 RJ0492
 RJ0492.The dynamic height is computed by dividing the NAVD 88
 RJ0492.geopotential number by the normal gravity value computed on the
 RJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0492.degrees latitude (g = 980.6199 gals.).
 RJ0492
 RJ0492.The modeled gravity was interpolated from observed gravity values.
 RJ0492
 RJ0492;                    North         East    Units  Estimated Accuracy
 RJ0492;SPC MI N     -   147,510.    8,114,890.      MT  (+/- 180 meters Scaled)
 RJ0492
 RJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS148063(NAD 83)
 RJ0492
 RJ0492                          SUPERSEDED SURVEY CONTROL
 RJ0492
 RJ0492  NGVD 29 (??/??/92)  180.836  (m)          593.29   (f) ADJ UNCH    1 0
 RJ0492
 RJ0492.Superseded values are not recommended for survey control.
 RJ0492
 RJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0492.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0492
 RJ0492_MARKER: DB = BENCH MARK DISK
 RJ0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0492_STAMPING: B 206 1972
 RJ0492_MARK LOGO: CGS
 RJ0492_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0492+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 RJ0492_ROD/PIPE-DEPTH: 4.9 meters
 RJ0492
 RJ0492  HISTORY     - Date     Condition        Report By
 RJ0492  HISTORY     - 1972     MONUMENTED       NGS
 RJ0492  HISTORY     - 19950816 GOOD             USPSQD
 RJ0492  HISTORY     - 20010331 GOOD             NGS
 RJ0492  HISTORY     - 20021111 GOOD             USPSQD
 RJ0492  HISTORY     - 20040417 GOOD             USPSQD
 RJ0492  HISTORY     - 20060915 GOOD             USPSQD
 RJ0492  HISTORY     - 20081119 GOOD             INDIV
 RJ0492
 RJ0492                          STATION DESCRIPTION
 RJ0492
 RJ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0492'3.1 MI W FROM NAUBINWAY.
 RJ0492'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0492'CHURCH AT NAUBINWAY, AT THE JUNCTION OF A NARROW PRIVATE ROAD
 RJ0492'THAT LEADS NORTHEAST THRU A METAL GATE, 76 FEET NORTH OF THE
 RJ0492'CENTER LINE OF THE HIGHWAY, 68 FEET NORTHWEST OF THE NORTH
 RJ0492'END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 15 FEET WEST
 RJ0492'OF THE CENTER OF A METAL GATE, 12 FEET NORTHWEST OF THE CENTER
 RJ0492'LINE OF THE PRIVATE ROAD, 1.1 FEET EAST OF A METAL WITNESS
 RJ0492'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 RJ0492'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 RJ0492'INCH METAL PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 RJ0492'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  NOTE-- THE
 RJ0492'PRIVATE ROAD MENTIONED IS LOCALLY KNOWN AS GREYLOCK ROAD.
 RJ0492
 RJ0492                          STATION RECOVERY (1995)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2001)
 RJ0492
 RJ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0492'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0492
 RJ0492                          STATION RECOVERY (2002)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2004)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2006)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2008)
 RJ0492
 RJ0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMD)
 RJ0492'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0231 ***********************************************************************
 QL0231  DESIGNATION -  B 207
 QL0231  PID         -  QL0231
 QL0231  STATE/COUNTY-  MI/DELTA
 QL0231  COUNTRY     -  US
 QL0231  USGS QUAD   -  FORD RIVER (2017)
 QL0231
 QL0231                         *CURRENT SURVEY CONTROL
 QL0231  ______________________________________________________________________
 QL0231* NAD 83(1986) POSITION- 45 37 57.     (N) 087 12 12.     (W)   SCALED
 QL0231* NAVD 88 ORTHO HEIGHT -   182.167 (meters)      597.66  (feet) ADJUSTED
 QL0231  ______________________________________________________________________
 QL0231  GEOID HEIGHT    -        -36.065 (meters)                     GEOID18
 QL0231  DYNAMIC HEIGHT  -        182.164 (meters)      597.65  (feet) COMP
 QL0231  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QL0231
 QL0231  VERT ORDER      -  FIRST     CLASS 0
 QL0231
 QL0231.The horizontal coordinates were scaled from a map and have
 QL0231.an estimated accuracy of +/- 6 seconds.
 QL0231
 QL0231.The orthometric height was determined by differential leveling and
 QL0231.adjusted by the NATIONAL GEODETIC SURVEY
 QL0231.in June 1991.
 QL0231
 QL0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0231.GEOID18 height accuracy estimate available here.
 QL0231
 QL0231.Click photographs - Photos may exist for this station.
 QL0231
 QL0231.The dynamic height is computed by dividing the NAVD 88
 QL0231.geopotential number by the normal gravity value computed on the
 QL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0231.degrees latitude (g = 980.6199 gals.).
 QL0231
 QL0231.The modeled gravity was interpolated from observed gravity values.
 QL0231
 QL0231;                    North         East    Units  Estimated Accuracy
 QL0231;SPC MI N     -    94,400.    7,984,150.      MT  (+/- 180 meters Scaled)
 QL0231
 QL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR841532(NAD 83)
 QL0231
 QL0231                          SUPERSEDED SURVEY CONTROL
 QL0231
 QL0231.No superseded survey control is available for this station.
 QL0231
 QL0231_MARKER: DB = BENCH MARK DISK
 QL0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QL0231+WITH SETTING: INFORMATION.
 QL0231_STAMPING: B 207 1972
 QL0231_MARK LOGO: CGS+SS
 QL0231_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0231+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0231
 QL0231  HISTORY     - Date     Condition        Report By
 QL0231  HISTORY     - 1972     MONUMENTED       NGS
 QL0231  HISTORY     - 19960922 GOOD             USPSQD
 QL0231  HISTORY     - 20011025 GOOD             USPSQD
 QL0231  HISTORY     - 20030411 GOOD             USPSQD
 QL0231  HISTORY     - 20040913 GOOD             DAVWAN
 QL0231  HISTORY     - 20060406 GOOD             USPSQD
 QL0231
 QL0231                          STATION DESCRIPTION
 QL0231
 QL0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0231'11 MI SW FROM ESCANABA.
 QL0231'ABOUT 11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 35M FROM THE
 QL0231'JUNCTION OF U.S. HIGHWAY 2 AND 41 AT ESCANABA, ABOUT 0.7 MILE
 QL0231'SOUTHWEST OF A BOX CULVERT UNDER THE HIGHWAY FOR NO SEE UM
 QL0231'CREEK, 78 1/2 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 QL0231'THE HIGHWAY AND COUNTY ROAD A 23 (A GRAVEL ROAD), 57 FEET
 QL0231'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST
 QL0231'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 QL0231'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0231'PROTECTED BY A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE
 QL0231'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 QL0231'DEPTH OF 5.2 FEET.  SECTION 1, T37N, R24W.
 QL0231
 QL0231                          STATION RECOVERY (1996)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2001)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2003)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2004)
 QL0231
 QL0231'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2006)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0321 ***********************************************************************
 QL0321  DESIGNATION -  B 208
 QL0321  PID         -  QL0321
 QL0321  STATE/COUNTY-  MI/MENOMINEE
 QL0321  COUNTRY     -  US
 QL0321  USGS QUAD   -  BIRCH CREEK (2017)
 QL0321
 QL0321                         *CURRENT SURVEY CONTROL
 QL0321  ______________________________________________________________________
 QL0321* NAD 83(1986) POSITION- 45 12 54.     (N) 087 31 21.     (W)   SCALED
 QL0321* NAVD 88 ORTHO HEIGHT -   179.679 (meters)      589.50  (feet) ADJUSTED
 QL0321  ______________________________________________________________________
 QL0321  GEOID HEIGHT    -        -37.054 (meters)                     GEOID18
 QL0321  DYNAMIC HEIGHT  -        179.662 (meters)      589.44  (feet) COMP
 QL0321  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 QL0321
 QL0321  VERT ORDER      -  FIRST     CLASS 0
 QL0321
 QL0321.The horizontal coordinates were scaled from a map and have
 QL0321.an estimated accuracy of +/- 6 seconds.
 QL0321
 QL0321.The orthometric height was determined by differential leveling and
 QL0321.adjusted by the NATIONAL GEODETIC SURVEY
 QL0321.in June 1991.
 QL0321
 QL0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0321.GEOID18 height accuracy estimate available here.
 QL0321
 QL0321.Click photographs - Photos may exist for this station.
 QL0321
 QL0321.The dynamic height is computed by dividing the NAVD 88
 QL0321.geopotential number by the normal gravity value computed on the
 QL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0321.degrees latitude (g = 980.6199 gals.).
 QL0321
 QL0321.The modeled gravity was interpolated from observed gravity values.
 QL0321
 QL0321;                    North         East    Units  Estimated Accuracy
 QL0321;SPC MI N     -    48,120.    7,958,950.      MT  (+/- 180 meters Scaled)
 QL0321
 QL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR589069(NAD 83)
 QL0321
 QL0321                          SUPERSEDED SURVEY CONTROL
 QL0321
 QL0321.No superseded survey control is available for this station.
 QL0321
 QL0321_MARKER: DB = BENCH MARK DISK
 QL0321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0321_STAMPING: B 208 1972
 QL0321_MARK LOGO: CGS
 QL0321_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0321+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0321
 QL0321  HISTORY     - Date     Condition        Report By
 QL0321  HISTORY     - 1972     MONUMENTED       NGS
 QL0321  HISTORY     - 1990     GOOD             USPSQD
 QL0321  HISTORY     - 19910821 GOOD             USPSQD
 QL0321  HISTORY     - 19940426 GOOD             MIDT
 QL0321  HISTORY     - 19960925 GOOD             USPSQD
 QL0321  HISTORY     - 20011028 GOOD             USPSQD
 QL0321  HISTORY     - 20030423 GOOD             USPSQD
 QL0321  HISTORY     - 20040817 GOOD             WILCOX
 QL0321  HISTORY     - 20060406 GOOD             USPSQD
 QL0321
 QL0321                          STATION DESCRIPTION
 QL0321
 QL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0321'7.5 MI NE FROM MENOMINEE.
 QL0321'ABOUT 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0321'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, IN THE SMALL VILLAGE
 QL0321'OF INGALLSTON, 97 FEET WEST OF THE CENTER OF THE JUNCTION OF
 QL0321'A GRAVELED DRIVEWAY LEADING SOUTHEAST PAST A LARGE BUILDING
 QL0321'WITH INGALLSTON PAINTED ON THE ROOF, 63 1/2 FEET NORTHWEST OF
 QL0321'THE CENTER LINE OF THE HIGHWAY, 56 FEET WEST OF THE NORTHWEST
 QL0321'END OF AN 18 INCH PIPE CULVERT UNDER THE HIGHWAY, 1.6 FEET
 QL0321'NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 QL0321'THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 QL0321'ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4
 QL0321'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 QL0321'DEPTH OF 16 FEET.  SECTION 33, T 33 N, R 26 W.
 QL0321
 QL0321                          STATION RECOVERY (1990)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (1991)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (1994)
 QL0321
 QL0321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0321'RECOVERED AS DESCRIBED.
 QL0321
 QL0321                          STATION RECOVERY (1996)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2001)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2001 (RB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2003)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2004)
 QL0321
 QL0321'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2006)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0702 ***********************************************************************
 NE0702  DESIGNATION -  B 21
 NE0702  PID         -  NE0702
 NE0702  STATE/COUNTY-  MI/WASHTENAW
 NE0702  COUNTRY     -  US
 NE0702  USGS QUAD   -  ANN ARBOR EAST (2017)
 NE0702
 NE0702                         *CURRENT SURVEY CONTROL
 NE0702  ______________________________________________________________________
 NE0702* NAD 83(1986) POSITION- 42 15 31.     (N) 083 37 55.     (W)   SCALED
 NE0702* NAVD 88 ORTHO HEIGHT -   220.562 (meters)      723.63  (feet) ADJUSTED
 NE0702  ______________________________________________________________________
 NE0702  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 NE0702  DYNAMIC HEIGHT  -        220.493 (meters)      723.40  (feet) COMP
 NE0702  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 NE0702
 NE0702  VERT ORDER      -  FIRST     CLASS II
 NE0702
 NE0702.The horizontal coordinates were scaled from a map and have
 NE0702.an estimated accuracy of +/- 6 seconds.
 NE0702
 NE0702.The orthometric height was determined by differential leveling and
 NE0702.adjusted by the NATIONAL GEODETIC SURVEY
 NE0702.in June 1991.
 NE0702
 NE0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0702.GEOID18 height accuracy estimate available here.
 NE0702
 NE0702.Click photographs - Photos may exist for this station.
 NE0702
 NE0702.The dynamic height is computed by dividing the NAVD 88
 NE0702.geopotential number by the normal gravity value computed on the
 NE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0702.degrees latitude (g = 980.6199 gals.).
 NE0702
 NE0702.The modeled gravity was interpolated from observed gravity values.
 NE0702
 NE0702;                    North         East    Units  Estimated Accuracy
 NE0702;SPC MI S     -    84,530.    4,060,620.      MT  (+/- 180 meters Scaled)
 NE0702
 NE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG829818(NAD 83)
 NE0702
 NE0702                          SUPERSEDED SURVEY CONTROL
 NE0702
 NE0702  NGVD 29 (??/??/92)  220.686  (m)          724.03   (f) ADJ UNCH    1 2
 NE0702
 NE0702.Superseded values are not recommended for survey control.
 NE0702
 NE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0702.See file dsdata.pdf to determine how the superseded data were derived.
 NE0702
 NE0702_MARKER: Q = CHISELED SQUARE
 NE0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0702_SP_SET: BRIDGE
 NE0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0702
 NE0702  HISTORY     - Date     Condition        Report By
 NE0702  HISTORY     - 1916     MONUMENTED       CGS
 NE0702  HISTORY     - 1934     GOOD             CGS
 NE0702  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0702  HISTORY     - 20220810 MARK NOT FOUND   MCA
 NE0702
 NE0702                          STATION DESCRIPTION
 NE0702
 NE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0702'1.7 MI W FROM YPSILANTI.
 NE0702'1.7 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0702'AT YPSILANTI, WASHTENAW COUNTY, AT THE RAILROAD BRIDGE OVER HURON
 NE0702'RIVER, AND ON THE NORTH END OF THE EAST ABUTMENT.  A CHISELED
 NE0702'SQUARE, NEAR THE LETTERS US.
 NE0702
 NE0702                          STATION RECOVERY (1985)
 NE0702
 NE0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0702'MARK NOT FOUND.
 NE0702
 NE0702                          STATION RECOVERY (2022)
 NE0702
 NE0702'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 NE0702'THE CONCRETE HAS DETERIORATED AND WEATHERED TO THE POINT THAT NO SIGN
 NE0702'OF THE CHISELED SQUARE REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0168 ***********************************************************************
 RK0168  DESIGNATION -  B 22
 RK0168  PID         -  RK0168
 RK0168  STATE/COUNTY-  MI/MARQUETTE
 RK0168  COUNTRY     -  US
 RK0168  USGS QUAD   -  SANDS (2017)
 RK0168
 RK0168                         *CURRENT SURVEY CONTROL
 RK0168  ______________________________________________________________________
 RK0168* NAD 83(1986) POSITION- 46 26 41.     (N) 087 28 59.     (W)   SCALED
 RK0168* NAVD 88 ORTHO HEIGHT -   372.919 (meters)     1223.49  (feet) POSTED
 RK0168  ______________________________________________________________________
 RK0168  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 RK0168  DYNAMIC HEIGHT  -        372.94  (meters)     1223.6   (feet) COMP
 RK0168  MODELED GRAVITY -    980,653.7   (mgal)                       NAVD 88
 RK0168
 RK0168  VERT ORDER      -  * POSTED, SEE BELOW
 RK0168
 RK0168.The horizontal coordinates were scaled from a map and have
 RK0168.an estimated accuracy of +/- 6 seconds.
 RK0168
 RK0168.The orthometric height was determined by differential leveling
 RK0168.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0168
 RK0168.* This is a POSTED BENCH MARK height.
 RK0168
 RK0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0168.GEOID18 height accuracy estimate available here.
 RK0168
 RK0168.Click photographs - Photos may exist for this station.
 RK0168
 RK0168.The dynamic height is computed by dividing the NAVD 88
 RK0168.geopotential number by the normal gravity value computed on the
 RK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0168.degrees latitude (g = 980.6199 gals.).
 RK0168
 RK0168.The modeled gravity was interpolated from observed gravity values.
 RK0168
 RK0168;                    North         East    Units  Estimated Accuracy
 RK0168;SPC MI N     -   184,770.    7,962,890.      MT  (+/- 180 meters Scaled)
 RK0168
 RK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS628435(NAD 83)
 RK0168
 RK0168                          SUPERSEDED SURVEY CONTROL
 RK0168
 RK0168  NGVD 29 (??/??/92)  372.818  (m)         1223.15   (f) ADJ UNCH    1 2
 RK0168
 RK0168.Superseded values are not recommended for survey control.
 RK0168
 RK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0168.See file dsdata.pdf to determine how the superseded data were derived.
 RK0168
 RK0168_MARKER: DB = BENCH MARK DISK
 RK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0168_STAMPING: ELEV 1223.154 FT B 22 1917
 RK0168_MARK LOGO: CGS
 RK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0168+STABILITY: SURFACE MOTION
 RK0168
 RK0168  HISTORY     - Date     Condition        Report By
 RK0168  HISTORY     - 1917     MONUMENTED       CGS
 RK0168  HISTORY     - 1934     GOOD             CGS
 RK0168  HISTORY     - 20210608 MARK NOT FOUND   MIDT
 RK0168
 RK0168                          STATION DESCRIPTION
 RK0168
 RK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0168'AT CASCADE JUNCTION.
 RK0168'AT CASCADE JUNCTION, MARQUETTE COUNTY, ON THE CHICAGO AND NORTH
 RK0168'WESTERN RAILWAY, 100 YARDS SOUTHEAST OF THE ABANDONED STATION,
 RK0168'AT A RAILROAD JUNCTION, 12-1/2 31-FOOT RAILS SOUTHEAST OF THE
 RK0168'FROG, 52 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 RK0168'AND 8 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 RK0168'ELEV. 1223.154 FT. B 22 1917 AND SET IN THE TOP OF A CONCRETE
 RK0168'POST PROJECTING 1 INCH ABOVE GROUND.
 RK0168
 RK0168                          STATION RECOVERY (2021)
 RK0168
 RK0168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RK0168'I BELIEVE I FOUND WHERE THE FROG IS (SPLIT IN THE TRACKS) AS DESCRIBED
 RK0168'BY THE 1934 ENTRY.  IT IS VISIBLE WHEN THE GENERAL AREA OF THE POINT
 RK0168'IS VIEWED BY SATELLITE USING GOOGLE EARTH.  THE FROG IS NOW REMOVED
 RK0168'THOUGH.  I MEASURED OFF FROM THE FROG, BUT COULD NOT FIND THE POINT.
 RK0168'THERE WAS AN OFF-ROADING TRAIL RIGHT WHERE THE POINT (AS MEASURED BY
 RK0168'ME) SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0453 ***********************************************************************
 RM0453  DESIGNATION -  B 233
 RM0453  PID         -  RM0453
 RM0453  STATE/COUNTY-  MI/GOGEBIC
 RM0453  COUNTRY     -  US
 RM0453  USGS QUAD   -  IRONWOOD (2017)
 RM0453
 RM0453                         *CURRENT SURVEY CONTROL
 RM0453  ______________________________________________________________________
 RM0453* NAD 83(1986) POSITION- 46 27 17.8    (N) 090 10 12.1    (W)   HD_HELD2
 RM0453* NAVD 88 ORTHO HEIGHT -   458.566 (meters)     1504.48  (feet) ADJUSTED
 RM0453  ______________________________________________________________________
 RM0453  GEOID HEIGHT    -        -30.679 (meters)                     GEOID18
 RM0453  DYNAMIC HEIGHT  -        458.585 (meters)     1504.54  (feet) COMP
 RM0453  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 RM0453
 RM0453  VERT ORDER      -  FIRST     CLASS II
 RM0453
 RM0453.The horizontal coordinates were established by autonomous hand held GPS
 RM0453.observations and have an estimated accuracy of +/- 10 meters.
 RM0453
 RM0453.The orthometric height was determined by differential leveling and
 RM0453.adjusted by the NATIONAL GEODETIC SURVEY
 RM0453.in June 1991.
 RM0453
 RM0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0453.GEOID18 height accuracy estimate available here.
 RM0453
 RM0453.Click photographs - Photos may exist for this station.
 RM0453
 RM0453.The dynamic height is computed by dividing the NAVD 88
 RM0453.geopotential number by the normal gravity value computed on the
 RM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0453.degrees latitude (g = 980.6199 gals.).
 RM0453
 RM0453.The modeled gravity was interpolated from observed gravity values.
 RM0453
 RM0453;                    North         East    Units  Estimated Accuracy
 RM0453;SPC MI N     -   190,659.    7,756,547.      MT  (+/- 10 meters HH2 GPS)
 RM0453
 RM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1732448488(NAD 83)
 RM0453
 RM0453                          SUPERSEDED SURVEY CONTROL
 RM0453
 RM0453  NAVD 88 (07/25/13)  458.607  (m)         1504.61   (f) SUPERSEDED  2 1
 RM0453
 RM0453.Superseded values are not recommended for survey control.
 RM0453
 RM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0453.See file dsdata.pdf to determine how the superseded data were derived.
 RM0453
 RM0453_MARKER: DV = VERTICAL CONTROL DISK
 RM0453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0453_SP_SET: LEDGE
 RM0453_STAMPING: B 233 1978
 RM0453_MARK LOGO: NGS
 RM0453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0453+STABILITY: SURFACE MOTION
 RM0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0453+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2025
 RM0453
 RM0453  HISTORY     - Date     Condition        Report By
 RM0453  HISTORY     - 1978     MONUMENTED       NGS
 RM0453  HISTORY     - 1982     GOOD             NGS
 RM0453  HISTORY     - 1982     GOOD             NGS
 RM0453  HISTORY     - 1985     GOOD             NGS
 RM0453  HISTORY     - 1987     GOOD             USPSQD
 RM0453  HISTORY     - 19970630 GOOD             MIDT
 RM0453  HISTORY     - 20030502 GOOD             USPSQD
 RM0453  HISTORY     - 20040801 GOOD             USPSQD
 RM0453  HISTORY     - 20120725 GOOD             GEOCAC
 RM0453  HISTORY     - 20121030 GOOD             WIDT
 RM0453  HISTORY     - 20130904 GOOD             WIDT
 RM0453  HISTORY     - 20180725 GOOD             WIDT
 RM0453  HISTORY     - 20250524 GOOD             INDIV
 RM0453
 RM0453                          STATION DESCRIPTION
 RM0453
 RM0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0453'IN IRONWOOD.
 RM0453'IN IRONWOOD, SET IN A STONE LEDGE ALONG THE SOUTHEAST FACE OF THE
 RM0453'IRONWOOD POST OFFICE ON EAST AYER STREET BETWEEN SUFFOLK STREET AND
 RM0453'LOWELL STREET, 11.7 METERS (38.5 FT) NORTHWEST OF THE CENTERLINE OF
 RM0453'EAST AYER STREET, 3.8 METERS (12.5 FT) SOUTHWEST OF THE EXTENDED
 RM0453'CENTER OF THE MAIN ENTRANCE, AND IN THE APPROXIMATE CENTER OF THE
 RM0453'FIRST WINDOW SOUTHWEST OF THE MAIN ENTRANCE.
 RM0453'THE MARK IS 0.9 M ABOVE STREET.
 RM0453
 RM0453                          STATION RECOVERY (1982)
 RM0453
 RM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1985)
 RM0453
 RM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1987)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1997)
 RM0453
 RM0453'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0453'RECOVERED AS DESCRIBED.
 RM0453
 RM0453                          STATION RECOVERY (2003)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0453'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE WINDOW LEDGE
 RM0453'BETWEEN THE BUILDING AND THE BASE OF THE WESTERN STAIRS LEADING TO THE
 RM0453'SOUTH ENTRANCE.  THE BUILDING MAY OBSTRUCT SATELLITE OBSERVATIONS.
 RM0453
 RM0453                          STATION RECOVERY (2004)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (2012)
 RM0453
 RM0453'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (2012)
 RM0453
 RM0453'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (2013)
 RM0453
 RM0453'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0453'RECOVERED AS DESCRIBED.
 RM0453
 RM0453                          STATION RECOVERY (2018)
 RM0453
 RM0453'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0453'RECOVERED AS DESCRIBED.
 RM0453
 RM0453                          STATION RECOVERY (2025)
 RM0453
 RM0453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (RH)
 RM0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0862 ***********************************************************************
 MC0862  DESIGNATION -  B 234
 MC0862  PID         -  MC0862
 MC0862  STATE/COUNTY-  MI/MONROE
 MC0862  COUNTRY     -  US
 MC0862  USGS QUAD   -  MONROE (2017)
 MC0862
 MC0862                         *CURRENT SURVEY CONTROL
 MC0862  ______________________________________________________________________
 MC0862* NAD 83(1986) POSITION- 41 54 30.     (N) 083 22 49.     (W)   SCALED
 MC0862* NAVD 88 ORTHO HEIGHT -   175.663 (meters)      576.32  (feet) ADJUSTED
 MC0862  ______________________________________________________________________
 MC0862  GEOID HEIGHT    -        -35.255 (meters)                     GEOID18
 MC0862  DYNAMIC HEIGHT  -        175.600 (meters)      576.11  (feet) COMP
 MC0862  MODELED GRAVITY -    980,259.0   (mgal)                       NAVD 88
 MC0862
 MC0862  VERT ORDER      -  FIRST     CLASS II
 MC0862
 MC0862.The horizontal coordinates were scaled from a map and have
 MC0862.an estimated accuracy of +/- 6 seconds.
 MC0862
 MC0862.The orthometric height was determined by differential leveling and
 MC0862.adjusted by the NATIONAL GEODETIC SURVEY
 MC0862.in June 1991.
 MC0862
 MC0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0862.GEOID18 height accuracy estimate available here.
 MC0862
 MC0862.Click photographs - Photos may exist for this station.
 MC0862
 MC0862.The dynamic height is computed by dividing the NAVD 88
 MC0862.geopotential number by the normal gravity value computed on the
 MC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0862.degrees latitude (g = 980.6199 gals.).
 MC0862
 MC0862.The modeled gravity was interpolated from observed gravity values.
 MC0862
 MC0862;                    North         East    Units  Estimated Accuracy
 MC0862;SPC MI S     -    45,840.    4,081,840.      MT  (+/- 180 meters Scaled)
 MC0862
 MC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG025423(NAD 83)
 MC0862
 MC0862                          SUPERSEDED SURVEY CONTROL
 MC0862
 MC0862  NGVD 29 (??/??/92)  175.831  (m)          576.87   (f) ADJ UNCH    1 2
 MC0862
 MC0862.Superseded values are not recommended for survey control.
 MC0862
 MC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0862.See file dsdata.pdf to determine how the superseded data were derived.
 MC0862
 MC0862_MARKER: F = FLANGE-ENCASED ROD
 MC0862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0862_STAMPING: B 234 1980
 MC0862_MARK LOGO: NGS
 MC0862_PROJECTION: RECESSED 8 CENTIMETERS
 MC0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0862_ROD/PIPE-DEPTH: 9.8 meters
 MC0862
 MC0862  HISTORY     - Date     Condition        Report By
 MC0862  HISTORY     - 1980     MONUMENTED       NGS
 MC0862  HISTORY     - 20070523 GOOD             WARNKE
 MC0862  HISTORY     - 20150620 GOOD             SPICE
 MC0862  HISTORY     - 20171028 GOOD             WHG
 MC0862
 MC0862                          STATION DESCRIPTION
 MC0862
 MC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0862'IN MONROE.
 MC0862'IN MONROE, 0.24 KILOMETER (0.15 MILE) SOUTHEAST ALONG EAST FRONT
 MC0862'STREET FROM THE JUNCTION OF THE DETROIT AND TOLEDO SHORE LINE
 MC0862'RAILROAD, 0.08 KILOMETER (0.05 MILE) NORTHWEST OF THE JUNCTION
 MC0862'OF LINK STREET, SET DIRECTLY ACROSS FRONT STREET FROM HOUSE NUMBER
 MC0862'1325. 10 METERS (33 FEET) SOUTHWEST OF THE CENTER OF FRONT STEET,
 MC0862'18.6 METERS (61 FEET) NORTHWEST OF THE CORNER OF A 7-FOOT CHAIN LINK
 MC0862'FENCE AROUND PARKING AREA, 8.35 METERS (27.5 FEET) SOUTHEAST OF THE
 MC0862'SOUTHEAST GATE POST AT THE ENTRANCE TO THE PARKING AREA, 1.6 METERS
 MC0862'5.3 FEET) SOUTHWEST OF A POWER POLE WITH TWO HIGH VOLTAGE POWER
 MC0862'LINES GOING INTO THE GROUND, 0.45 METERS (1.5 FEET) NORTHEAST OF
 MC0862'THE CHAIN LINK FENCE.
 MC0862'41
 MC0862'THE MARK IS ABOVE LEVEL WITH STREET.
 MC0862
 MC0862                          STATION RECOVERY (2007)
 MC0862
 MC0862'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0862'THE STATION IS LOCATED IN THE SE'LY PART OF THE CITY OF MONROE
 MC0862'3.2 MILES TO FRENCHTOWN TWP. HALL, 3.3 MILES TO MONROE CO. CUSTER
 MC0862'AIRPORT, 3.0 MILES TO MONROE TWP. HALL
 MC0862'
 MC0862'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ST. AND E.
 MC0862'FRONT ST. HEAD SE'LY ON E. FRONT ST. CROSSING 2 RAILROAD TRACKS
 MC0862'(CONRAIL AND GRAND TRUNK WESTERN) FOR 0.25 MILES.
 MC0862'TO THE RIGHT ARE FOUR STEEL GAURD POSTS PROTECTING VALVES. STATION IS
 MC0862'SE'LY 15' FROM POSTS. RESD. NO.1325 IS GONE STATION IS ACCROSS STREET
 MC0862'FROM HELLENBERG BOAT LAUNCH.
 MC0862'
 MC0862'THE STATION IS A FOUND ELEVITION ROD INSIDE MOUNUMENT BOX +/-1.7'
 MC0862'NE'LY OF 6' CHAIN LINK FENCE. N75E 4.5' TO S. FACE ELECTRIC POLE,
 MC0862'N75E 18' TO THE SW'LY EDGE OF PAV'T OF E. FRONT ST., N15E 13.5' TO THE
 MC0862'S'LY FACE OF MOST E'LY STEEL GAURD POST, S15E 1.4' TO THE E'LY EDGE OF
 MC0862'NEW'LY SET CARSONITE POST.
 MC0862
 MC0862                          STATION RECOVERY (2015)
 MC0862
 MC0862'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2015 (ESB)
 MC0862'RECOVERED IN GOOD CONDITION
 MC0862
 MC0862                          STATION RECOVERY (2017)
 MC0862
 MC0862'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0890 ***********************************************************************
 NE0890  DESIGNATION -  B 235
 NE0890  PID         -  NE0890
 NE0890  STATE/COUNTY-  MI/WAYNE
 NE0890  COUNTRY     -  US
 NE0890  USGS QUAD   -  GROSSE POINTE (2017)
 NE0890
 NE0890                         *CURRENT SURVEY CONTROL
 NE0890  ______________________________________________________________________
 NE0890* NAD 83(1986) POSITION- 42 23 03.     (N) 082 54 25.     (W)   SCALED
 NE0890* NAVD 88 ORTHO HEIGHT -   178.583 (meters)      585.90  (feet) ADJUSTED
 NE0890  ______________________________________________________________________
 NE0890  GEOID HEIGHT    -        -34.618 (meters)                     GEOID18
 NE0890  DYNAMIC HEIGHT  -        178.531 (meters)      585.73  (feet) COMP
 NE0890  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NE0890
 NE0890  VERT ORDER      -  FIRST     CLASS II
 NE0890
 NE0890.The horizontal coordinates were scaled from a map and have
 NE0890.an estimated accuracy of +/- 6 seconds.
 NE0890
 NE0890.The orthometric height was determined by differential leveling and
 NE0890.adjusted by the NATIONAL GEODETIC SURVEY
 NE0890.in June 1991.
 NE0890
 NE0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0890.GEOID18 height accuracy estimate available here.
 NE0890
 NE0890.Click photographs - Photos may exist for this station.
 NE0890
 NE0890.The dynamic height is computed by dividing the NAVD 88
 NE0890.geopotential number by the normal gravity value computed on the
 NE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0890.degrees latitude (g = 980.6199 gals.).
 NE0890
 NE0890.The modeled gravity was interpolated from observed gravity values.
 NE0890
 NE0890;                    North         East    Units  Estimated Accuracy
 NE0890;SPC MI S     -    99,250.    4,120,200.      MT  (+/- 180 meters Scaled)
 NE0890
 NE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG430941(NAD 83)
 NE0890
 NE0890                          SUPERSEDED SURVEY CONTROL
 NE0890
 NE0890  NGVD 29 (11/26/84)  178.738  (m)          586.41   (f) ADJUSTED    1 2
 NE0890
 NE0890.Superseded values are not recommended for survey control.
 NE0890
 NE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0890.See file dsdata.pdf to determine how the superseded data were derived.
 NE0890
 NE0890_MARKER: I = METAL ROD
 NE0890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0890_STAMPING: B 235 1980
 NE0890_MARK LOGO: NGS
 NE0890_PROJECTION: RECESSED
 NE0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0890_ROD/PIPE-DEPTH: 6.1 meters
 NE0890
 NE0890  HISTORY     - Date     Condition        Report By
 NE0890  HISTORY     - 1980     MONUMENTED       NGS
 NE0890
 NE0890                          STATION DESCRIPTION
 NE0890
 NE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0890'IN GROSSE POINT  PARK.
 NE0890'IN GROSSE POINTE, AT THE JUNCTION OF JEFFERSON AVENUE AND LAKELAND
 NE0890'STREET, AT THE NOUTHEAST END OF A BRICK WALL IN FRONT OF A THREE
 NE0890'STORY BRICK HOUSE, 7.35 METERS (24.2 FEET) NORTHWEST OF THE NORTH
 NE0890'WEST CURB OF JEFFERSON 5.85 METERS (19.2 FEET) SOUTHWEST OF THE
 NE0890'SOUTHWEST CURB OF LAKELAND 6.5 METERS (21.3 FEET) WEST OF A FIRE
 NE0890'HYDRANT 1.05 METERS (3.5 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF
 NE0890'THE SIDEWALK RUNNING PARALLEL TO LAKELAND 0.5 METERS (1.8 FEET)
 NE0890'SOUTHWEST OF THE SOUTHWEST FACE OF THE BRICK PILLAR ON THE NORTH
 NE0890'EAST END OF THE BRICK WALL.
 NE0890'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0912 ***********************************************************************
 NE0912  DESIGNATION -  B 236
 NE0912  PID         -  NE0912
 NE0912  STATE/COUNTY-  MI/MACOMB
 NE0912  COUNTRY     -  US
 NE0912  USGS QUAD   -  NEW HAVEN (2017)
 NE0912
 NE0912                         *CURRENT SURVEY CONTROL
 NE0912  ______________________________________________________________________
 NE0912* NAD 83(1986) POSITION- 42 39 20.     (N) 082 47 59.     (W)   SCALED
 NE0912* NAVD 88 ORTHO HEIGHT -   176.211 (meters)      578.12  (feet) ADJUSTED
 NE0912  ______________________________________________________________________
 NE0912  GEOID HEIGHT    -        -34.882 (meters)                     GEOID18
 NE0912  DYNAMIC HEIGHT  -        176.161 (meters)      577.95  (feet) COMP
 NE0912  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NE0912
 NE0912  VERT ORDER      -  FIRST     CLASS II
 NE0912
 NE0912.The horizontal coordinates were scaled from a map and have
 NE0912.an estimated accuracy of +/- 6 seconds.
 NE0912
 NE0912.The orthometric height was determined by differential leveling and
 NE0912.adjusted by the NATIONAL GEODETIC SURVEY
 NE0912.in June 1991.
 NE0912
 NE0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0912.GEOID18 height accuracy estimate available here.
 NE0912
 NE0912.Click photographs - Photos may exist for this station.
 NE0912
 NE0912.The dynamic height is computed by dividing the NAVD 88
 NE0912.geopotential number by the normal gravity value computed on the
 NE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0912.degrees latitude (g = 980.6199 gals.).
 NE0912
 NE0912.The modeled gravity was interpolated from observed gravity values.
 NE0912
 NE0912;                    North         East    Units  Estimated Accuracy
 NE0912;SPC MI S     -   129,550.    4,128,460.      MT  (+/- 180 meters Scaled)
 NE0912
 NE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH524241(NAD 83)
 NE0912
 NE0912                          SUPERSEDED SURVEY CONTROL
 NE0912
 NE0912  NGVD 29 (11/26/84)  176.338  (m)          578.54   (f) ADJUSTED    1 2
 NE0912
 NE0912.Superseded values are not recommended for survey control.
 NE0912
 NE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0912.See file dsdata.pdf to determine how the superseded data were derived.
 NE0912
 NE0912_MARKER: I = METAL ROD
 NE0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0912_STAMPING: B 236 1980
 NE0912_MARK LOGO: NGS
 NE0912_PROJECTION: RECESSED
 NE0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0912_ROD/PIPE-DEPTH: 13.7 meters
 NE0912
 NE0912  HISTORY     - Date     Condition        Report By
 NE0912  HISTORY     - 1980     MONUMENTED       NGS
 NE0912  HISTORY     - 19910713 GOOD             USPSQD
 NE0912  HISTORY     - 19950521 GOOD             USPSQD
 NE0912  HISTORY     - 20010331 GOOD             NGS
 NE0912  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE0912
 NE0912                          STATION DESCRIPTION
 NE0912
 NE0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0912'IN ANCHOR BAY HARBOR.
 NE0912'IN ANCHOR BAY HARBOR, AT THE JUNCTION OF BOOK COURT AND JEFFERSON
 NE0912'AVENUE, 2.1 KILOMETER (1.3 MILES) NORTHEAST OF THE JUNCTION OF
 NE0912'21 MILE ROAD, SET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST
 NE0912'HOUSE WEST OF THE JUNCTION NUMBER 47993 ( A SINGLE STORY HOUSE WITH
 NE0912'YELLOW ALUMINUM SIDING), 48.5 METERS (159.0 FEET) NORTH OF THE
 NE0912'CENTER LINE OF JEFFERSON AVENUE, 12.3 METERS (39.5 FEET) SOUTHWEST
 NE0912'OF THE SOUTHWEST CORNER OF THE GARAGE, 6.8 METERS (22.3 FEET) WEST
 NE0912'OF THE WEST FACE OF THE CONCRETE BLOCK PORCH OF THE ENTRANCE TO
 NE0912'THE REAR OF THE HOUSE, 0.42 METER (1.4 FEET) NORTHWEST OF THE
 NE0912'NORTHWEST CORNER OF THE HOUSE.
 NE0912'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0912
 NE0912                          STATION RECOVERY (1991)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0912'RECOVERED IN GOOD CONDITION.
 NE0912
 NE0912                          STATION RECOVERY (1995)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0912'RECOVERED IN GOOD CONDITION.
 NE0912
 NE0912                          STATION RECOVERY (2001)
 NE0912
 NE0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0912
 NE0912                          STATION RECOVERY (2003)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0958 ***********************************************************************
 NE0958  DESIGNATION -  B 237
 NE0958  PID         -  NE0958
 NE0958  STATE/COUNTY-  MI/ST CLAIR
 NE0958  COUNTRY     -  US
 NE0958  USGS QUAD   -  PORT HURON (2017)
 NE0958
 NE0958                         *CURRENT SURVEY CONTROL
 NE0958  ______________________________________________________________________
 NE0958* NAD 83(1986) POSITION- 42 59 58.     (N) 082 26 06.     (W)   SCALED
 NE0958* NAVD 88 ORTHO HEIGHT -   182.376 (meters)      598.35  (feet) ADJUSTED
 NE0958  ______________________________________________________________________
 NE0958  GEOID HEIGHT    -        -34.898 (meters)                     GEOID18
 NE0958  DYNAMIC HEIGHT  -        182.331 (meters)      598.20  (feet) COMP
 NE0958  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 NE0958
 NE0958  VERT ORDER      -  FIRST     CLASS II
 NE0958
 NE0958.The horizontal coordinates were scaled from a map and have
 NE0958.an estimated accuracy of +/- 6 seconds.
 NE0958
 NE0958.The orthometric height was determined by differential leveling and
 NE0958.adjusted by the NATIONAL GEODETIC SURVEY
 NE0958.in June 1991.
 NE0958
 NE0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0958.GEOID18 height accuracy estimate available here.
 NE0958
 NE0958.Click photographs - Photos may exist for this station.
 NE0958
 NE0958.The dynamic height is computed by dividing the NAVD 88
 NE0958.geopotential number by the normal gravity value computed on the
 NE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0958.degrees latitude (g = 980.6199 gals.).
 NE0958
 NE0958.The modeled gravity was interpolated from observed gravity values.
 NE0958
 NE0958;                    North         East    Units  Estimated Accuracy
 NE0958;SPC MI S     -   168,360.    4,157,480.      MT  (+/- 180 meters Scaled)
 NE0958
 NE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH830617(NAD 83)
 NE0958
 NE0958                          SUPERSEDED SURVEY CONTROL
 NE0958
 NE0958  NGVD 29 (11/26/84)  182.492  (m)          598.73   (f) ADJUSTED    1 2
 NE0958
 NE0958.Superseded values are not recommended for survey control.
 NE0958
 NE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0958.See file dsdata.pdf to determine how the superseded data were derived.
 NE0958
 NE0958_MARKER: DV = VERTICAL CONTROL DISK
 NE0958_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0958_SP_SET: WALL
 NE0958_STAMPING: B 237 1980
 NE0958_MARK LOGO: NGS
 NE0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0958+STABILITY: POSITION/ELEVATION WELL
 NE0958
 NE0958  HISTORY     - Date     Condition        Report By
 NE0958  HISTORY     - 1980     MONUMENTED       NGS
 NE0958  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0958  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0958
 NE0958                          STATION DESCRIPTION
 NE0958
 NE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0958'IN PORT HURON.
 NE0958'IN PORT HURON, AT THE JUNCTION OF 10 TH AVENUE AND ELMWOOD STREET, SET
 NE0958'VERTICALLY IN THE NORTH FACE NEAR THE NORTHEAST CORNER OF THE U.S.
 NE0958'CUSTOMS BUILDING NEAR THE WEST END OF THE BLUEWATER BRIDGE, 9.25
 NE0958'METERS (30.3 FEET) SOUTH OF THE SOUTH CURB OF ELMWOOD STREET, 12.9
 NE0958'METERS (42.3 FEET) WEST OF THE WEST CURB OF 10 TH AVENUE, AND 1.0
 NE0958'METER (3.3 FEET) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 NE0958'THE MARK IS 0.91 M ABOVE GROUND.
 NE0958
 NE0958                          STATION RECOVERY (1994)
 NE0958
 NE0958'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0958'MARK NOT FOUND.
 NE0958
 NE0958                          STATION RECOVERY (1997)
 NE0958
 NE0958'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0958'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0609 ***********************************************************************
 OJ0609  DESIGNATION -  B 238
 OJ0609  PID         -  OJ0609
 OJ0609  STATE/COUNTY-  MI/SANILAC
 OJ0609  COUNTRY     -  US
 OJ0609  USGS QUAD   -  CROSWELL (2017)
 OJ0609
 OJ0609                         *CURRENT SURVEY CONTROL
 OJ0609  ______________________________________________________________________
 OJ0609* NAD 83(2011) POSITION- 43 17 33.61541(N) 082 31 56.01611(W)   ADJUSTED
 OJ0609* NAD 83(2011) ELLIP HT-   152.934 (meters)        (12/17/13)   ADJUSTED
 OJ0609* NAD 83(2011) EPOCH   -  2010.00
 OJ0609* NAVD 88 ORTHO HEIGHT -   187.635 (meters)      615.60  (feet) ADJUSTED
 OJ0609  ______________________________________________________________________
 OJ0609  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0609  NAD 83(2011) X  -    604,331.425 (meters)                     COMP
 OJ0609  NAD 83(2011) Y  - -4,610,389.894 (meters)                     COMP
 OJ0609  NAD 83(2011) Z  -  4,351,329.455 (meters)                     COMP
 OJ0609  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC18
 OJ0609  DYNAMIC HEIGHT  -        187.597 (meters)      615.47  (feet) COMP
 OJ0609  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 OJ0609  OBS GRAVITY     -    980,406.2   (mgal)                       GRAV_OBS
 OJ0609
 OJ0609  VERT ORDER      -  FIRST     CLASS II
 OJ0609
 OJ0609  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0609  Standards:
 OJ0609         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0609            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0609  -------------------------------------------------------------------
 OJ0609  NETWORK    0.68   1.65           0.31   0.24   0.84     -0.03841629
 OJ0609  -------------------------------------------------------------------
 OJ0609  Click here for local accuracies and other accuracy information.
 OJ0609
 OJ0609.The horizontal coordinates were established by GPS observations
 OJ0609.and adjusted by the National Geodetic Survey in December 2013.
 OJ0609
 OJ0609.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0609.been affixed to the stable North American tectonic plate. See 
 OJ0609.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0609
 OJ0609.The horizontal coordinates are valid at the epoch date displayed above
 OJ0609.which is a decimal equivalence of Year/Month/Day.
 OJ0609
 OJ0609.The orthometric height was determined by differential leveling and
 OJ0609.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0609.in June 1991.
 OJ0609
 OJ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0609.GEOID18 height accuracy estimate available here.
 OJ0609
 OJ0609.Click photographs - Photos may exist for this station.
 OJ0609
 OJ0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0609
 OJ0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0609
 OJ0609.The ellipsoidal height was determined by GPS observations
 OJ0609.and is referenced to NAD 83.
 OJ0609
 OJ0609.The dynamic height is computed by dividing the NAVD 88
 OJ0609.geopotential number by the normal gravity value computed on the
 OJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0609.degrees latitude (g = 980.6199 gals.).
 OJ0609
 OJ0609.The modeled gravity was interpolated from observed gravity values.
 OJ0609
 OJ0609.The observed gravity was obtained from relative gravimeter ties
 OJ0609.to the IGSN71 gravity network.
 OJ0609
 OJ0609. The following values were computed from the NAD 83(2011) position.
 OJ0609
 OJ0609;                    North         East     Units Scale Factor Converg.
 OJ0609;SPC MI S     -   200,750.009 4,148,848.220   MT  0.99993215   +1 14 54.2
 OJ0609;SPC MI S     -   658,628.64 13,611,706.76   iFT  0.99993215   +1 14 54.2
 OJ0609;UTM  17      - 4,794,456.046   375,704.210   MT  0.99979005   -1 03 03.0
 OJ0609
 OJ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0609!SPC MI S     -   0.99997602  x   0.99993215  =   0.99990817
 OJ0609!UTM  17      -   0.99997602  x   0.99979005  =   0.99976607
 OJ0609
 OJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7570494456(NAD 83)
 OJ0609
 OJ0609                          SUPERSEDED SURVEY CONTROL
 OJ0609
 OJ0609  NGVD 29 (11/26/84)  187.751  (m)          615.98   (f) ADJUSTED    1 2
 OJ0609
 OJ0609.Superseded values are not recommended for survey control.
 OJ0609
 OJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0609.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0609
 OJ0609_MARKER: I = METAL ROD
 OJ0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0609_STAMPING: B 238 1980
 OJ0609_MARK LOGO: NGS
 OJ0609_PROJECTION: FLUSH
 OJ0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0609+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 OJ0609_ROD/PIPE-DEPTH: 4.6 meters
 OJ0609
 OJ0609  HISTORY     - Date     Condition        Report By
 OJ0609  HISTORY     - 1980     MONUMENTED       NGS
 OJ0609  HISTORY     - 19940728 GOOD             USPSQD
 OJ0609  HISTORY     - 20090812 GOOD             MIDT
 OJ0609  HISTORY     - 20200728 GOOD             MIDT
 OJ0609
 OJ0609                          STATION DESCRIPTION
 OJ0609
 OJ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0609'2.7 KM NORTH FROM LEXINGTON.
 OJ0609'2.7 KILOMETERS (1.7 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0609'JUNCTION OF STATE HIGHWAY 25 AND HURON AVENUE IN LEXINGTON SET
 OJ0609'NEAR THE ENTRANCE DRIVE TO HOUSE NUMBER 4655. 26.77 METERS (87.8
 OJ0609'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 4.57 METERS (15.0
 OJ0609'FEET) SOUTH OF THE CENTER OF THE DRIVE, 0.70 METER (2.3 FEET)WEST
 OJ0609'OF UTILITY POLE NUMBER DE0540G6.
 OJ0609'THE MARK IS 0.1 M BELOW GROUND.
 OJ0609
 OJ0609                          STATION RECOVERY (1994)
 OJ0609
 OJ0609'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0609'RECOVERED IN GOOD CONDITION.
 OJ0609
 OJ0609                          STATION RECOVERY (2009)
 OJ0609
 OJ0609'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0609'RECOVERED AS DESCRIBED.
 OJ0609
 OJ0609                          STATION RECOVERY (2020)
 OJ0609
 OJ0609'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 OJ0609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0636 ***********************************************************************
 OJ0636  DESIGNATION -  B 239
 OJ0636  PID         -  OJ0636
 OJ0636  STATE/COUNTY-  MI/HURON
 OJ0636  COUNTRY     -  US
 OJ0636  USGS QUAD   -  FORESTVILLE (2017)
 OJ0636
 OJ0636                         *CURRENT SURVEY CONTROL
 OJ0636  ______________________________________________________________________
 OJ0636* NAD 83(2011) POSITION- 43 43 46.31964(N) 082 36 43.50356(W)   ADJUSTED
 OJ0636* NAD 83(2011) ELLIP HT-   144.170 (meters)        (12/17/13)   ADJUSTED
 OJ0636* NAD 83(2011) EPOCH   -  2010.00
 OJ0636* NAVD 88 ORTHO HEIGHT -   179.298 (meters)      588.25  (feet) ADJUSTED
 OJ0636  ______________________________________________________________________
 OJ0636  GEOID HEIGHT    -        -35.120 (meters)                     GEOID18
 OJ0636  NAD 83(2011) X  -    593,607.072 (meters)                     COMP
 OJ0636  NAD 83(2011) Y  - -4,578,080.943 (meters)                     COMP
 OJ0636  NAD 83(2011) Z  -  4,386,524.872 (meters)                     COMP
 OJ0636  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 OJ0636  DYNAMIC HEIGHT  -        179.265 (meters)      588.14  (feet) COMP
 OJ0636  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 OJ0636
 OJ0636  VERT ORDER      -  FIRST     CLASS II
 OJ0636
 OJ0636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0636  Standards:
 OJ0636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0636  -------------------------------------------------------------------
 OJ0636  NETWORK    0.54   1.33           0.24   0.20   0.68     -0.03855726
 OJ0636  -------------------------------------------------------------------
 OJ0636  Click here for local accuracies and other accuracy information.
 OJ0636
 OJ0636.The horizontal coordinates were established by GPS observations
 OJ0636.and adjusted by the National Geodetic Survey in December 2013.
 OJ0636
 OJ0636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0636.been affixed to the stable North American tectonic plate. See 
 OJ0636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0636
 OJ0636.The horizontal coordinates are valid at the epoch date displayed above
 OJ0636.which is a decimal equivalence of Year/Month/Day.
 OJ0636
 OJ0636.The orthometric height was determined by differential leveling and
 OJ0636.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0636.in June 1991.
 OJ0636
 OJ0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0636.GEOID18 height accuracy estimate available here.
 OJ0636
 OJ0636.Click photographs - Photos may exist for this station.
 OJ0636
 OJ0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0636
 OJ0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0636
 OJ0636.The ellipsoidal height was determined by GPS observations
 OJ0636.and is referenced to NAD 83.
 OJ0636
 OJ0636.The dynamic height is computed by dividing the NAVD 88
 OJ0636.geopotential number by the normal gravity value computed on the
 OJ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0636.degrees latitude (g = 980.6199 gals.).
 OJ0636
 OJ0636.The modeled gravity was interpolated from observed gravity values.
 OJ0636
 OJ0636. The following values were computed from the NAD 83(2011) position.
 OJ0636
 OJ0636;                    North         East     Units Scale Factor Converg.
 OJ0636;SPC MI S     -   249,136.435 4,141,358.056   MT  1.00001562   +1 11 38.6
 OJ0636;SPC MI S     -   817,376.76 13,587,132.73   iFT  1.00001562   +1 11 38.6
 OJ0636;UTM  17      - 4,843,096.165   370,166.100   MT  0.99980734   -1 06 52.3
 OJ0636
 OJ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0636!SPC MI S     -   0.99997739  x   1.00001562  =   0.99999301
 OJ0636!UTM  17      -   0.99997739  x   0.99980734  =   0.99978474
 OJ0636
 OJ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7016643096(NAD 83)
 OJ0636
 OJ0636                          SUPERSEDED SURVEY CONTROL
 OJ0636
 OJ0636  NGVD 29 (11/26/84)  179.407  (m)          588.60   (f) ADJUSTED    1 2
 OJ0636
 OJ0636.Superseded values are not recommended for survey control.
 OJ0636
 OJ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0636.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0636
 OJ0636_MARKER: DV = VERTICAL CONTROL DISK
 OJ0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0636_SP_SET: ABUTMENT
 OJ0636_STAMPING: B 239 1980
 OJ0636_MARK LOGO: NGS
 OJ0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0636+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2009
 OJ0636
 OJ0636  HISTORY     - Date     Condition        Report By
 OJ0636  HISTORY     - 1980     MONUMENTED       NGS
 OJ0636  HISTORY     - 19991211 GOOD             USPSQD
 OJ0636  HISTORY     - 20090813 GOOD             MIDT
 OJ0636
 OJ0636                          STATION DESCRIPTION
 OJ0636
 OJ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0636'7.7 KM NORTH FROM FORESTVILLE.
 OJ0636'7.7 KILOMETERS (4.8 FEET) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0636'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET IN THE EAST END OF
 OJ0636'THE NORTH ABUTMENT OF THE BRIDGE OVER WHITE RIVER. 9.91 METERS
 OJ0636'(23.5 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER
 OJ0636'(0.7 FOOT) WEST OF THE EAST END OF THE NORTH ABUTMENT, 0.21 METER
 OJ0636'(0.7 FOOT) NORTH OF THE SOUTH END OF THE NORTH ABUTMENT.
 OJ0636'THE MARK IS 1.3 M BELOW HIGHWAY.
 OJ0636
 OJ0636                          STATION RECOVERY (1999)
 OJ0636
 OJ0636'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0636'RECOVERED IN GOOD CONDITION.
 OJ0636
 OJ0636                          STATION RECOVERY (2009)
 OJ0636
 OJ0636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0636'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0167 ***********************************************************************
 QL0167  DESIGNATION -  B 23=PTS 54
 QL0167  PID         -  QL0167
 QL0167  STATE/COUNTY-  MI/DELTA
 QL0167  COUNTRY     -  US
 QL0167  USGS QUAD   -  ESCANABA (2017)
 QL0167
 QL0167                         *CURRENT SURVEY CONTROL
 QL0167  ______________________________________________________________________
 QL0167* NAD 83(1986) POSITION- 45 44 41.     (N) 087 02 40.     (W)   SCALED
 QL0167* NAVD 88 ORTHO HEIGHT -   178.937 (meters)      587.06  (feet) ADJUSTED
 QL0167  ______________________________________________________________________
 QL0167  GEOID HEIGHT    -        -35.845 (meters)                     GEOID18
 QL0167  DYNAMIC HEIGHT  -        178.936 (meters)      587.06  (feet) COMP
 QL0167  MODELED GRAVITY -    980,608.9   (mgal)                       NAVD 88
 QL0167
 QL0167  VERT ORDER      -  FIRST     CLASS II
 QL0167
 QL0167.The horizontal coordinates were scaled from a map and have
 QL0167.an estimated accuracy of +/- 6 seconds.
 QL0167
 QL0167.The orthometric height was determined by differential leveling and
 QL0167.adjusted by the NATIONAL GEODETIC SURVEY
 QL0167.in June 1991.
 QL0167
 QL0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0167.GEOID18 height accuracy estimate available here.
 QL0167
 QL0167.Click photographs - Photos may exist for this station.
 QL0167
 QL0167.The dynamic height is computed by dividing the NAVD 88
 QL0167.geopotential number by the normal gravity value computed on the
 QL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0167.degrees latitude (g = 980.6199 gals.).
 QL0167
 QL0167.The modeled gravity was interpolated from observed gravity values.
 QL0167
 QL0167;                    North         East    Units  Estimated Accuracy
 QL0167;SPC MI N     -   106,850.    7,996,540.      MT  (+/- 180 meters Scaled)
 QL0167
 QL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR965656(NAD 83)
 QL0167
 QL0167                          SUPERSEDED SURVEY CONTROL
 QL0167
 QL0167  NGVD 29 (??/??/92)  178.957  (m)          587.13   (f) ADJ UNCH    1 2
 QL0167
 QL0167.Superseded values are not recommended for survey control.
 QL0167
 QL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0167.See file dsdata.pdf to determine how the superseded data were derived.
 QL0167
 QL0167_MARKER: DB = BENCH MARK DISK
 QL0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0167_SP_SET: WATER TABLE
 QL0167_STAMPING: PRIM TRAV STA NO 54 1911
 QL0167_MARK LOGO: USGS
 QL0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0167
 QL0167  HISTORY     - Date     Condition        Report By
 QL0167  HISTORY     - 1911     MONUMENTED       USGS
 QL0167  HISTORY     - 1958     MARK NOT FOUND   CGS
 QL0167  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 QL0167
 QL0167                          STATION DESCRIPTION
 QL0167
 QL0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QL0167'AT ESCANABA.
 QL0167'AT ESCANABA, DELTA COUNTY, IN THE WEST FACE OF THE LIGHTHOUSE,
 QL0167'NORTH OF THE ENTRANCE, AND IN THE WATER TABLE.  A UNITED STATES
 QL0167'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 54
 QL0167'1911.
 QL0167
 QL0167                          STATION RECOVERY (1996)
 QL0167
 QL0167'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0002 ***********************************************************************
 OL0002  DESIGNATION -  B 26
 OL0002  PID         -  OL0002
 OL0002  STATE/COUNTY-  MI/OCEANA
 OL0002  COUNTRY     -  US
 OL0002  USGS QUAD   -  SHELBY (2017)
 OL0002
 OL0002                         *CURRENT SURVEY CONTROL
 OL0002  ______________________________________________________________________
 OL0002* NAD 83(1986) POSITION- 43 33 34.     (N) 086 20 38.     (W)   SCALED
 OL0002* NAVD 88 ORTHO HEIGHT -   229.662 (meters)      753.48  (feet) ADJUSTED
 OL0002  ______________________________________________________________________
 OL0002  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 OL0002  DYNAMIC HEIGHT  -        229.617 (meters)      753.34  (feet) COMP
 OL0002  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 OL0002
 OL0002  VERT ORDER      -  FIRST     CLASS II
 OL0002
 OL0002.The horizontal coordinates were scaled from a map and have
 OL0002.an estimated accuracy of +/- 6 seconds.
 OL0002
 OL0002.The orthometric height was determined by differential leveling and
 OL0002.adjusted by the NATIONAL GEODETIC SURVEY
 OL0002.in June 1991.
 OL0002
 OL0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0002.GEOID18 height accuracy estimate available here.
 OL0002
 OL0002.Click photographs - Photos may exist for this station.
 OL0002
 OL0002.The dynamic height is computed by dividing the NAVD 88
 OL0002.geopotential number by the normal gravity value computed on the
 OL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0002.degrees latitude (g = 980.6199 gals.).
 OL0002
 OL0002.The modeled gravity was interpolated from observed gravity values.
 OL0002
 OL0002;                    North         East    Units  Estimated Accuracy
 OL0002;SPC MI S     -   230,640.    3,840,260.      MT  (+/- 180 meters Scaled)
 OL0002
 OL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP529231(NAD 83)
 OL0002
 OL0002                          SUPERSEDED SURVEY CONTROL
 OL0002
 OL0002  NGVD 29 (??/??/92)  229.717  (m)          753.66   (f) ADJ UNCH    1 2
 OL0002
 OL0002.Superseded values are not recommended for survey control.
 OL0002
 OL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0002.See file dsdata.pdf to determine how the superseded data were derived.
 OL0002
 OL0002_MARKER: DB = BENCH MARK DISK
 OL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0002_STAMPING: 753.663 B 26 1930
 OL0002_MARK LOGO: CGS
 OL0002_PROJECTION: PROJECTING 6 CENTIMETERS
 OL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0002+STABILITY: SURFACE MOTION
 OL0002
 OL0002  HISTORY     - Date     Condition        Report By
 OL0002  HISTORY     - 1930     MONUMENTED       CGS
 OL0002  HISTORY     - 1944     GOOD             CGS
 OL0002  HISTORY     - 1984     GOOD             NGS
 OL0002  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0002  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0002  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0002
 OL0002                          STATION DESCRIPTION
 OL0002
 OL0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OL0002'AT NEW ERA.
 OL0002'AT NEW ERA, OCEANA COUNTY, 225 FEET SOUTH OF THE SOUTH END OF
 OL0002'THE CHESAPEAKE AND OHIO RAILWAY STATION, 23.6 FEET SOUTH OF THE
 OL0002'CENTERLINE OF A GRAVEL ROAD, AND 27.5 FEET EAST OF THE EAST
 OL0002'RAIL.  A STANDARD DISK, STAMPED 753.663 B 26 1930 AND SET IN
 OL0002'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 OL0002'GROUND.
 OL0002
 OL0002                          STATION RECOVERY (1984)
 OL0002
 OL0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0002'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM
 OL0002'(0.05 MI) EAST ALONG RAY STREET FROM FIRST STREET IN NEW ERA, AT THE
 OL0002'CROSSING OF THE OLD CHESAPEAKE AND OHIO RAILROAD BED, 8.22 METERS
 OL0002'(27.0 FT) EAST OF THE CENTER OF THE OLD RAILROAD BED, 8.38 METERS
 OL0002'(27.5 FT) SOUTH OF THE CENTER OF RAY STREET, 16.82 METERS (55.2 FT)
 OL0002'SOUTHEAST AND ACROSS RAY STREET FROM A POWERLINE POLE WITH A STREET
 OL0002'LIGHT ATTACHED, 9.23 METERS (30.3 FT) WEST OF A TELEPHONE POLE WITH A
 OL0002'GUY WIRE ATTACHED, AND 4.41 METERS (14.5 FT) SOUTHWEST OF A TELEPHONE
 OL0002'POLE GUY WIRE ANCHOR.
 OL0002'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 OL0002'THE MARK IS ABOVE LEVEL WITH RAY STREET.
 OL0002
 OL0002                          STATION RECOVERY (1994)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0002'MARK NOT FOUND.
 OL0002
 OL0002                          STATION RECOVERY (2001)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0002'MARK NOT FOUND.
 OL0002
 OL0002                          STATION RECOVERY (2004)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0320 ***********************************************************************
 PL0320  DESIGNATION -  B 28
 PL0320  PID         -  PL0320
 PL0320  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0320  COUNTRY     -  US
 PL0320  USGS QUAD   -  KINGSLEY (2017)
 PL0320
 PL0320                         *CURRENT SURVEY CONTROL
 PL0320  ______________________________________________________________________
 PL0320* NAD 83(1986) POSITION- 44 34 49.33   (N) 085 32 12.26   (W)   HD_HELD1
 PL0320* NAVD 88 ORTHO HEIGHT -   303.606 (meters)      996.08  (feet) ADJUSTED
 PL0320  ______________________________________________________________________
 PL0320  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 PL0320  DYNAMIC HEIGHT  -        303.573 (meters)      995.97  (feet) COMP
 PL0320  MODELED GRAVITY -    980,499.3   (mgal)                       NAVD 88
 PL0320
 PL0320  VERT ORDER      -  FIRST     CLASS II
 PL0320
 PL0320.The horizontal coordinates were determined by differentially corrected
 PL0320.hand held GPS observations or other comparable positioning techniques
 PL0320.and have an estimated accuracy of +/- 3 meters.
 PL0320
 PL0320.The orthometric height was determined by differential leveling and
 PL0320.adjusted by the NATIONAL GEODETIC SURVEY
 PL0320.in June 1991.
 PL0320
 PL0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0320.GEOID18 height accuracy estimate available here.
 PL0320
 PL0320.Click photographs - Photos may exist for this station.
 PL0320
 PL0320.The dynamic height is computed by dividing the NAVD 88
 PL0320.geopotential number by the normal gravity value computed on the
 PL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0320.degrees latitude (g = 980.6199 gals.).
 PL0320
 PL0320.The modeled gravity was interpolated from observed gravity values.
 PL0320
 PL0320;                    North         East    Units  Estimated Accuracy
 PL0320;SPC MI C     -   141,093.3   5,907,082.1     MT  (+/- 3 meters HH1 GPS) 
 PL0320
 PL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1616637377(NAD 83)
 PL0320
 PL0320                          SUPERSEDED SURVEY CONTROL
 PL0320
 PL0320  NGVD 29 (??/??/92)  303.683  (m)          996.33   (f) ADJ UNCH    1 2
 PL0320
 PL0320.Superseded values are not recommended for survey control.
 PL0320
 PL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0320.See file dsdata.pdf to determine how the superseded data were derived.
 PL0320
 PL0320_MARKER: DB = BENCH MARK DISK
 PL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0320_STAMPING: 996.333 B 28 1930
 PL0320_MARK LOGO: CGS
 PL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0320+STABILITY: SURFACE MOTION
 PL0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0320+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 PL0320
 PL0320  HISTORY     - Date     Condition        Report By
 PL0320  HISTORY     - 1930     MONUMENTED       CGS
 PL0320  HISTORY     - 1934     GOOD             CGS
 PL0320  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0320  HISTORY     - 20061002 GOOD             INDIV
 PL0320  HISTORY     - 20061003 GOOD             DRIES
 PL0320  HISTORY     - 20250723 GOOD             MIDT
 PL0320
 PL0320                          STATION DESCRIPTION
 PL0320
 PL0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0320'IN KINGSLEY.
 PL0320'AT KINGSLEY, 6 RAILS NORTHEAST OF THE NORTHEAST END OF THE
 PL0320'PENNSYLVANIA RAILROAD STATION, 19 FEET SOUTHWEST OF THE NORTHEAST
 PL0320'END OF SNYDERS WAREHOUSE, IN A SMALL GROVE OF COTTONWOODS BETWEEN
 PL0320'THE TRACK AND ADJACENT STREET, AND 23.3 FEET NORTHWEST OF THE
 PL0320'NORTHWEST RAIL.  A STANDARD DISK, STAMPED 996.333 B 28 1930 AND
 PL0320'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0320
 PL0320                          STATION RECOVERY (1999)
 PL0320
 PL0320'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0320'MARK NOT FOUND.
 PL0320
 PL0320                          STATION RECOVERY (2006)
 PL0320
 PL0320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BC)
 PL0320'0.2 MILES SOUTH OF M-113 ALONG SOUTH BRONSON AVENUE. 40'+/- EAST OF
 PL0320'CENTERLINE OF BRONSON AVENUE. AND 24'+/- WEST OF RAILROAD TRACKS.
 PL0320
 PL0320                          STATION RECOVERY (2006)
 PL0320
 PL0320'RECOVERY NOTE BY DRIESENGA + ASSOCIATES INC 2006 (BCC)
 PL0320'0.2 MILES SOUTH OF M-113 ALONG SOUTH BRONSON AVE., +-40' EAST OF
 PL0320'CENTERLINE OF BRONSON AVE., AND +-24' WEST OF RAILROAD CENTERLINE.
 PL0320
 PL0320                          STATION RECOVERY (2025)
 PL0320
 PL0320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PL0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0097 ***********************************************************************
 PL0097  DESIGNATION -  B 29
 PL0097  PID         -  PL0097
 PL0097  STATE/COUNTY-  MI/ARENAC
 PL0097  COUNTRY     -  US
 PL0097  USGS QUAD   -  STERLING (2017)
 PL0097
 PL0097                         *CURRENT SURVEY CONTROL
 PL0097  ______________________________________________________________________
 PL0097* NAD 83(1986) POSITION- 44 02 04.     (N) 084 01 30.     (W)   SCALED
 PL0097* NAVD 88 ORTHO HEIGHT -   231.064 (meters)      758.08  (feet) ADJUSTED
 PL0097  ______________________________________________________________________
 PL0097  GEOID HEIGHT    -        -35.031 (meters)                     GEOID18
 PL0097  DYNAMIC HEIGHT  -        231.023 (meters)      757.95  (feet) COMP
 PL0097  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 PL0097
 PL0097  VERT ORDER      -  FIRST     CLASS II
 PL0097
 PL0097.The horizontal coordinates were scaled from a map and have
 PL0097.an estimated accuracy of +/- 6 seconds.
 PL0097
 PL0097.The orthometric height was determined by differential leveling and
 PL0097.adjusted by the NATIONAL GEODETIC SURVEY
 PL0097.in June 1991.
 PL0097
 PL0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0097.GEOID18 height accuracy estimate available here.
 PL0097
 PL0097.Click photographs - Photos may exist for this station.
 PL0097
 PL0097.The dynamic height is computed by dividing the NAVD 88
 PL0097.geopotential number by the normal gravity value computed on the
 PL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0097.degrees latitude (g = 980.6199 gals.).
 PL0097
 PL0097.The modeled gravity was interpolated from observed gravity values.
 PL0097
 PL0097;                    North         East    Units  Estimated Accuracy
 PL0097;SPC MI C     -    79,820.    6,027,390.      MT  (+/- 180 meters Scaled)
 PL0097
 PL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP383800(NAD 83)
 PL0097
 PL0097                          SUPERSEDED SURVEY CONTROL
 PL0097
 PL0097  NGVD 29 (??/??/92)  231.230  (m)          758.63   (f) ADJ UNCH    1 2
 PL0097
 PL0097.Superseded values are not recommended for survey control.
 PL0097
 PL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0097.See file dsdata.pdf to determine how the superseded data were derived.
 PL0097
 PL0097_MARKER: DB = BENCH MARK DISK
 PL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0097_STAMPING: 758.627 B 29 1930
 PL0097_MARK LOGO: CGS
 PL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0097+STABILITY: SURFACE MOTION
 PL0097
 PL0097  HISTORY     - Date     Condition        Report By
 PL0097  HISTORY     - 1930     MONUMENTED       CGS
 PL0097  HISTORY     - 1934     GOOD             CGS
 PL0097  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 PL0097
 PL0097                          STATION DESCRIPTION
 PL0097
 PL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0097'AT STERLING.
 PL0097'AT STERLING, ARENAC COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0097'29 RAILS NORTHWEST OF THE NORTHWEST END OF THE STATION, 12 RAILS
 PL0097'NORTHWEST OF THE SECTION HOUSE, ONE RAIL SOUTHEAST OF A CATTLE
 PL0097'GUARD, ALMOST OPPOSITE THE NORTHWEST END OF A SIDETRACK, AND
 PL0097'28.8 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK,
 PL0097'STAMPED 758.627 B 29 1930 AND SET IN THE TOP OF A CONCRETE POST
 PL0097'PROJECTING 6 INCHES ABOVE GROUND.
 PL0097
 PL0097                          STATION RECOVERY (2001)
 PL0097
 PL0097'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0065 ***********************************************************************
 PL0065  DESIGNATION -  B 290
 PL0065  PID         -  PL0065
 PL0065  STATE/COUNTY-  MI/OGEMAW
 PL0065  COUNTRY     -  US
 PL0065  USGS QUAD   -  ROSE CITY (2017)
 PL0065
 PL0065                         *CURRENT SURVEY CONTROL
 PL0065  ______________________________________________________________________
 PL0065* NAD 83(1986) POSITION- 44 25 29.     (N) 084 06 59.     (W)   SCALED
 PL0065* NAVD 88 ORTHO HEIGHT -   289.417 (meters)      949.53  (feet) ADJUSTED
 PL0065  ______________________________________________________________________
 PL0065  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 PL0065  DYNAMIC HEIGHT  -        289.374 (meters)      949.39  (feet) COMP
 PL0065  MODELED GRAVITY -    980,463.4   (mgal)                       NAVD 88
 PL0065
 PL0065  VERT ORDER      -  SECOND    CLASS 0
 PL0065
 PL0065.The horizontal coordinates were scaled from a map and have
 PL0065.an estimated accuracy of +/- 6 seconds.
 PL0065
 PL0065.The orthometric height was determined by differential leveling and
 PL0065.adjusted by the NATIONAL GEODETIC SURVEY
 PL0065.in June 1991.
 PL0065
 PL0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0065.GEOID18 height accuracy estimate available here.
 PL0065
 PL0065.Click photographs - Photos may exist for this station.
 PL0065
 PL0065.The dynamic height is computed by dividing the NAVD 88
 PL0065.geopotential number by the normal gravity value computed on the
 PL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0065.degrees latitude (g = 980.6199 gals.).
 PL0065
 PL0065.The modeled gravity was interpolated from observed gravity values.
 PL0065
 PL0065;                    North         East    Units  Estimated Accuracy
 PL0065;SPC MI C     -   123,160.    6,019,930.      MT  (+/- 180 meters Scaled)
 PL0065
 PL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ295230(NAD 83)
 PL0065
 PL0065                          SUPERSEDED SURVEY CONTROL
 PL0065
 PL0065  NGVD 29 (??/??/92)  289.554  (m)          949.98   (f) ADJ UNCH    2 0
 PL0065
 PL0065.Superseded values are not recommended for survey control.
 PL0065
 PL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0065.See file dsdata.pdf to determine how the superseded data were derived.
 PL0065
 PL0065_MARKER: DB = BENCH MARK DISK
 PL0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0065_SP_SET: BOX CULVERT HEADWALL
 PL0065_STAMPING: B 290 1938
 PL0065_MARK LOGO: CGS
 PL0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0065+STABILITY: SURFACE MOTION
 PL0065
 PL0065  HISTORY     - Date     Condition        Report By
 PL0065  HISTORY     - 1938     MONUMENTED       CGS
 PL0065
 PL0065                          STATION DESCRIPTION
 PL0065
 PL0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PL0065'0.4 MI N FROM ROSE CITY.
 PL0065'0.4 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0065'ROSE CITY, OGEMAW COUNTY, 75 YARDS SOUTHEAST OF A LOG CABIN,
 PL0065'24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 PL0065'SOUTH END OF THE WEST SIDE OF A CONCRETE BOX CULVERT OVER
 PL0065'HOUGHTON CREEK, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 PL0065'DISK, STAMPED B 290 1938.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0610 ***********************************************************************
 RM0610  DESIGNATION -  B 292
 RM0610  PID         -  RM0610
 RM0610  STATE/COUNTY-  MI/GOGEBIC
 RM0610  COUNTRY     -  US
 RM0610  USGS QUAD   -  IRONWOOD (2017)
 RM0610
 RM0610                         *CURRENT SURVEY CONTROL
 RM0610  ______________________________________________________________________
 RM0610* NAD 83(1986) POSITION- 46 27 48.5    (N) 090 09 22.7    (W)   HD_HELD2
 RM0610* NAVD 88 ORTHO HEIGHT -   455.441 (meters)     1494.23  (feet) ADJUSTED
 RM0610  ______________________________________________________________________
 RM0610  GEOID HEIGHT    -        -30.672 (meters)                     GEOID18
 RM0610  DYNAMIC HEIGHT  -        455.460 (meters)     1494.29  (feet) COMP
 RM0610  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 RM0610
 RM0610  VERT ORDER      -  FIRST     CLASS II
 RM0610
 RM0610.The horizontal coordinates were established by autonomous hand held GPS
 RM0610.observations and have an estimated accuracy of +/- 10 meters.
 RM0610
 RM0610.The orthometric height was determined by differential leveling and
 RM0610.adjusted by the NATIONAL GEODETIC SURVEY
 RM0610.in June 1991.
 RM0610
 RM0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0610.GEOID18 height accuracy estimate available here.
 RM0610
 RM0610.Click photographs - Photos may exist for this station.
 RM0610
 RM0610.The dynamic height is computed by dividing the NAVD 88
 RM0610.geopotential number by the normal gravity value computed on the
 RM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0610.degrees latitude (g = 980.6199 gals.).
 RM0610
 RM0610.The modeled gravity was interpolated from observed gravity values.
 RM0610
 RM0610;                    North         East    Units  Estimated Accuracy
 RM0610;SPC MI N     -   191,564.    7,757,638.      MT  (+/- 10 meters HH2 GPS)
 RM0610
 RM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1834349474(NAD 83)
 RM0610
 RM0610                          SUPERSEDED SURVEY CONTROL
 RM0610
 RM0610.No superseded survey control is available for this station.
 RM0610
 RM0610_MARKER: I = METAL ROD
 RM0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0610_STAMPING: B 292 1982
 RM0610_MARK LOGO: NGS
 RM0610_PROJECTION: FLUSH
 RM0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0610_ROD/PIPE-DEPTH: 3.4 meters
 RM0610
 RM0610  HISTORY     - Date     Condition        Report By
 RM0610  HISTORY     - 1982     MONUMENTED       NGS
 RM0610  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 RM0610  HISTORY     - 19970630 MARK NOT FOUND   MIDT
 RM0610  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0610  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0610
 RM0610                          STATION DESCRIPTION
 RM0610
 RM0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0610'IN IRONWOOD.
 RM0610'IN IRONWOOD, AT THE JUNCTION OF U.S. HIGHWAY 2 AND LAKE STREET, SET IN
 RM0610'THE LAWN AND AT THE SOUTHWEST CORNER OF THE COLONEL SANDERS KENTUCKY
 RM0610'FRIED CHICKEN PLACE, 15.2 METERS (50.0 FT) NORTH OF THE CENTERLINE OF
 RM0610'THE HIGHWAY, 15.9 METERS (52.0 FT) EAST OF THE CENTERLINE OF LAKE
 RM0610'STREET NORTH.  18.3 METERS (60.0 FT) SOUTHEAST OF A POWERLINE POLE
 RM0610'WITH 3 TRANSFORMERS, 6.4 METERS (21.0 FT) NORTHEAST OF A FIRE HYDRANT,
 RM0610'8.7 METERS (28.5 FT) WEST OF THE CENTER OF 2 DOORS AT THE MAIN
 RM0610'ENTRANCE ON THE SOUTH SIDE OF BUILDING, AND 1.5 METERS (5.0 FT) WEST
 RM0610'OF THE SOUTHWEST CORNER OF THE BUILDING.
 RM0610'THE MARK IS 0.15 M ABOVE HIGHWAY.
 RM0610
 RM0610                          STATION RECOVERY (1989)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0610'MARK NOT FOUND.
 RM0610
 RM0610                          STATION RECOVERY (1997)
 RM0610
 RM0610'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (BRT)
 RM0610'THERE HAS BEEN BUILDING CONSTRUCTION AT THE DESCRIBED LOCATION.  THE
 RM0610'KENTUCKY FRIED CHICKEN PLACE HAS BEEN REMODELED AND THE A DECORATIVE
 RM0610'CEDAR BUSH IS AT THE DESCRIBED LOCATION.  LOCATING THE MARK, IF IT
 RM0610'STILL EXISTS WOULD DAMAGE THE PROPERTY.
 RM0610
 RM0610                          STATION RECOVERY (2003)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0610'MARK NOT FOUND.
 RM0610
 RM0610                          STATION RECOVERY (2004)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0597 ***********************************************************************
 RJ0597  DESIGNATION -  B 293
 RJ0597  PID         -  RJ0597
 RJ0597  STATE/COUNTY-  MI/CHIPPEWA
 RJ0597  COUNTRY     -  US
 RJ0597  USGS QUAD   -  BRIMLEY (2017)
 RJ0597
 RJ0597                         *CURRENT SURVEY CONTROL
 RJ0597  ______________________________________________________________________
 RJ0597* NAD 83(1986) POSITION- 46 25 06.     (N) 084 30 59.     (W)   SCALED
 RJ0597* NAVD 88 ORTHO HEIGHT -   207.413 (meters)      680.49  (feet) ADJUSTED
 RJ0597  ______________________________________________________________________
 RJ0597  GEOID HEIGHT    -        -36.445 (meters)                     GEOID18
 RJ0597  DYNAMIC HEIGHT  -        207.423 (meters)      680.52  (feet) COMP
 RJ0597  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 RJ0597
 RJ0597  VERT ORDER      -  FIRST     CLASS 0
 RJ0597
 RJ0597.The horizontal coordinates were scaled from a map and have
 RJ0597.an estimated accuracy of +/- 6 seconds.
 RJ0597
 RJ0597.The orthometric height was determined by differential leveling and
 RJ0597.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0597.in June 1991.
 RJ0597
 RJ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0597.GEOID18 height accuracy estimate available here.
 RJ0597
 RJ0597.Click photographs - Photos may exist for this station.
 RJ0597
 RJ0597.The dynamic height is computed by dividing the NAVD 88
 RJ0597.geopotential number by the normal gravity value computed on the
 RJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0597.degrees latitude (g = 980.6199 gals.).
 RJ0597
 RJ0597.The modeled gravity was interpolated from observed gravity values.
 RJ0597
 RJ0597;                    North         East    Units  Estimated Accuracy
 RJ0597;SPC MI N     -   184,710.    8,190,880.      MT  (+/- 180 meters Scaled)
 RJ0597
 RJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS908435(NAD 83)
 RJ0597
 RJ0597                          SUPERSEDED SURVEY CONTROL
 RJ0597
 RJ0597.No superseded survey control is available for this station.
 RJ0597
 RJ0597_MARKER: I = METAL ROD
 RJ0597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0597_STAMPING: B 293 1983
 RJ0597_MARK LOGO: NGS
 RJ0597_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0597+STABILITY: POSITION/ELEVATION WELL
 RJ0597_ROD/PIPE-DEPTH: 24.4 meters
 RJ0597_SLEEVE-DEPTH  : 6.09 meters
 RJ0597
 RJ0597  HISTORY     - Date     Condition        Report By
 RJ0597  HISTORY     - 1983     MONUMENTED       NGS
 RJ0597
 RJ0597                          STATION DESCRIPTION
 RJ0597
 RJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0597'5.2 KM (3.25 MI) NE FROM BRIMLEY.
 RJ0597'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0597'BRIMLEY, THENCE 4.4 KM (2.75 MI) EASTERLY ALONG STATE ROUTE M 221, SET
 RJ0597'IN THE FRONT LAWN OF THE HANK SAVOIE HOME, 25.70 METERS (84.5 FT)
 RJ0597'SOUTH OF THE CENTER OF STATE ROUTE M 221 (WASIKA BAY ROAD),
 RJ0597'22.80 METERS (74.8 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 RJ0597'21.49 METERS (70.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE
 RJ0597'THAT IS ATTACHED TO THE HOUSE, 18.74 METERS (61.5 FT) NORTH OF THE
 RJ0597'NORTH FACE OF HOUSE, AND 13.93 METERS (45.7 FT) WEST OF A LARGE POWER
 RJ0597'POLE.
 RJ0597'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0090 ***********************************************************************
 QJ0090  DESIGNATION -  B 294
 QJ0090  PID         -  QJ0090
 QJ0090  STATE/COUNTY-  MI/CHIPPEWA
 QJ0090  COUNTRY     -  US
 QJ0090  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0090
 QJ0090                         *CURRENT SURVEY CONTROL
 QJ0090  ______________________________________________________________________
 QJ0090* NAD 83(1986) POSITION- 45 59 59.     (N) 083 55 26.     (W)   SCALED
 QJ0090* NAVD 88 ORTHO HEIGHT -   214.275 (meters)      703.00  (feet) ADJUSTED
 QJ0090  ______________________________________________________________________
 QJ0090  GEOID HEIGHT    -        -36.776 (meters)                     GEOID18
 QJ0090  DYNAMIC HEIGHT  -        214.279 (meters)      703.01  (feet) COMP
 QJ0090  MODELED GRAVITY -    980,628.9   (mgal)                       NAVD 88
 QJ0090
 QJ0090  VERT ORDER      -  FIRST     CLASS 0
 QJ0090
 QJ0090.The horizontal coordinates were scaled from a map and have
 QJ0090.an estimated accuracy of +/- 6 seconds.
 QJ0090
 QJ0090.The orthometric height was determined by differential leveling and
 QJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0090.in June 1991.
 QJ0090
 QJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0090.GEOID18 height accuracy estimate available here.
 QJ0090
 QJ0090.Click photographs - Photos may exist for this station.
 QJ0090
 QJ0090.The dynamic height is computed by dividing the NAVD 88
 QJ0090.geopotential number by the normal gravity value computed on the
 QJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0090.degrees latitude (g = 980.6199 gals.).
 QJ0090
 QJ0090.The modeled gravity was interpolated from observed gravity values.
 QJ0090
 QJ0090;                    North         East    Units  Estimated Accuracy
 QJ0090;SPC MI N     -   139,820.    8,238,210.      MT  (+/- 180 meters Scaled)
 QJ0090
 QJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL735981(NAD 83)
 QJ0090
 QJ0090                          SUPERSEDED SURVEY CONTROL
 QJ0090
 QJ0090.No superseded survey control is available for this station.
 QJ0090
 QJ0090_MARKER: DV = VERTICAL CONTROL DISK
 QJ0090_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0090_STAMPING: B 294 1983
 QJ0090_MARK LOGO: NGS
 QJ0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0090+STABILITY: POSITION/ELEVATION WELL
 QJ0090
 QJ0090  HISTORY     - Date     Condition        Report By
 QJ0090  HISTORY     - 1983     MONUMENTED       NGS
 QJ0090  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0090
 QJ0090                          STATION DESCRIPTION
 QJ0090
 QJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0090'2.8 KM (1.75 MI) WNW FROM DE TOUR VILLAGE.
 QJ0090'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 QJ0090'THE JUNCTION OF DAWSON STREET AND SOUTH CARIBOU DRIVE WEST IN DE TOUR
 QJ0090'VILLAGE, THENCE 1.7 KM (1.05 MI) WEST ALONG DEMOCRAT ROAD (NORTH
 QJ0090'CARIBOU ROAD), SET IN TOP OF A ROCK OUTCROP 1.52 METERS (5.0 FT) BY
 QJ0090'1.68 METERS (5.5 FT) PROJECTING ABOUT 0.2 METER (0.65 FT) ABOVE THE
 QJ0090'GROUND, 0.2 KM (0.1 MI) EAST OF SPRING BAY ROAD LEADING NORTH,
 QJ0090'18.60 METERS (61.0 FT) EAST OF A POWERLINE POLE WITH A TRIANGULAR
 QJ0090'BLAZE, 11.28 METERS (37.0 FT) NORTH OF THE CENTER OF DEMOCRAT ROAD,
 QJ0090'AND 2.74 METERS (9.0 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 QJ0090'TIMBER LINE.
 QJ0090'THE MARK IS 1.16 METERS  E FROM A WITNESS POST.
 QJ0090'THE MARK IS 0.15 M BELOW ROAD.
 QJ0090
 QJ0090                          STATION RECOVERY (1994)
 QJ0090
 QJ0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0588 ***********************************************************************
 RJ0588  DESIGNATION -  B 295
 RJ0588  PID         -  RJ0588
 RJ0588  STATE/COUNTY-  MI/CHIPPEWA
 RJ0588  COUNTRY     -  US
 RJ0588  USGS QUAD   -  BRIMLEY (2017)
 RJ0588
 RJ0588                         *CURRENT SURVEY CONTROL
 RJ0588  ______________________________________________________________________
 RJ0588* NAD 83(1986) POSITION- 46 28 18.75   (N) 084 37 16.14   (W)   HD_HELD1
 RJ0588* NAVD 88 ORTHO HEIGHT -   190.058 (meters)      623.55  (feet) ADJUSTED
 RJ0588  ______________________________________________________________________
 RJ0588  GEOID HEIGHT    -        -36.456 (meters)                     GEOID18
 RJ0588  DYNAMIC HEIGHT  -        190.067 (meters)      623.58  (feet) COMP
 RJ0588  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 RJ0588
 RJ0588  VERT ORDER      -  FIRST     CLASS 0
 RJ0588
 RJ0588.The horizontal coordinates were determined by differentially corrected
 RJ0588.hand held GPS observations or other comparable positioning techniques
 RJ0588.and have an estimated accuracy of +/- 3 meters.
 RJ0588
 RJ0588.The orthometric height was determined by differential leveling and
 RJ0588.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0588.in June 1991.
 RJ0588
 RJ0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0588.GEOID18 height accuracy estimate available here.
 RJ0588
 RJ0588.Click photographs - Photos may exist for this station.
 RJ0588
 RJ0588.The dynamic height is computed by dividing the NAVD 88
 RJ0588.geopotential number by the normal gravity value computed on the
 RJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0588.degrees latitude (g = 980.6199 gals.).
 RJ0588
 RJ0588.The modeled gravity was interpolated from observed gravity values.
 RJ0588
 RJ0588;                    North         East    Units  Estimated Accuracy
 RJ0588;SPC MI N     -   190,413.0   8,182,656.6     MT  (+/- 3 meters HH1 GPS) 
 RJ0588
 RJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8262549227(NAD 83)
 RJ0588
 RJ0588                          SUPERSEDED SURVEY CONTROL
 RJ0588
 RJ0588.No superseded survey control is available for this station.
 RJ0588
 RJ0588_MARKER: F = FLANGE-ENCASED ROD
 RJ0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0588+WITH SETTING: INFORMATION.
 RJ0588_STAMPING: B 295 1983
 RJ0588_MARK LOGO: NGS
 RJ0588_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0588_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0588+STABILITY: SURFACE MOTION
 RJ0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0588+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2022
 RJ0588_ROD/PIPE-DEPTH: 1.2 meters
 RJ0588
 RJ0588  HISTORY     - Date     Condition        Report By
 RJ0588  HISTORY     - 1983     MONUMENTED       NGS
 RJ0588  HISTORY     - 20060829 GOOD             USPSQD
 RJ0588  HISTORY     - 20180924 GOOD             CO-OPS
 RJ0588  HISTORY     - 20220731 GOOD             CO-OPS
 RJ0588
 RJ0588                          STATION DESCRIPTION
 RJ0588
 RJ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0588'10.8 KM (6.7 MI) NW FROM BRIMLEY.
 RJ0588'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0588'BRIMLEY, THENCE 10.0 KM (6.2 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0588'THE ENTRANCE TO THE HIAWATHA NATIONAL RECREATION AREA (MONOCLE LAKE),
 RJ0588'18.0 METERS (59.1 FT) WEST-SOUTHWEST OF CENTERLINE, 7.0 METERS
 RJ0588'(23.0 FT) WEST-SOUTHWEST OF SOUTH SUPPORT LEG OF NATIONAL FOREST
 RJ0588'RECREATION SIGN (MONOCLE LAKE), AND 11.2 METERS (36.8 FT)
 RJ0588'NORTH-NORTHWEST OF THE CENTER OF ASPHALT ROAD LEADING WEST TO
 RJ0588'RECREATION AREA.  NOTE, AFTER MANY FUTILE ATTEMPTS IN AREA TO DRIVE
 RJ0588'ROD DEEPER, ROD WAS ANCHORED AT THIS DEPTH.
 RJ0588'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 RJ0588'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0588
 RJ0588                          STATION RECOVERY (2006)
 RJ0588
 RJ0588'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0588'RECOVERED IN GOOD CONDITION.
 RJ0588
 RJ0588                          STATION RECOVERY (2018)
 RJ0588
 RJ0588'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 RJ0588'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF SHALLOWS, 5.7 MI
 RJ0588'(9.2 KM) EAST OF DOLLAR SETTLEMENT AND 5.2 MI (8.4 KM) NORTH-NORTHWEST
 RJ0588'OF BRIMLEY.
 RJ0588'
 RJ0588'TO REACH FROM THE POST OFFICE IN BRIMLEY ON SR 221 (W LAKESHORE DR)
 RJ0588'PROCEED NORTHWEST ON SR 221 (W LAKESHORE DR) FOR 10.8 KM (6.7 MI), AT
 RJ0588'THE T JUNCTION OF W PARK ROAD (US FOREST SERVICE ROAD 3699) AND W
 RJ0588'LAKESHORE DRIVE, THE ENTRANCE TO THE HIAWATHA NATIONAL RECREATION AREA
 RJ0588'(MONOCLE LAKE).
 RJ0588
 RJ0588                          STATION RECOVERY (2022)
 RJ0588
 RJ0588'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0588'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0622 ***********************************************************************
 RJ0622  DESIGNATION -  B 296
 RJ0622  PID         -  RJ0622
 RJ0622  STATE/COUNTY-  MI/CHIPPEWA
 RJ0622  COUNTRY     -  US
 RJ0622  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0622
 RJ0622                         *CURRENT SURVEY CONTROL
 RJ0622  ______________________________________________________________________
 RJ0622* NAD 83(1986) POSITION- 46 26 08.     (N) 084 16 07.     (W)   SCALED
 RJ0622* NAVD 88 ORTHO HEIGHT -   185.364 (meters)      608.15  (feet) ADJUSTED
 RJ0622  ______________________________________________________________________
 RJ0622  GEOID HEIGHT    -        -36.636 (meters)                     GEOID18
 RJ0622  DYNAMIC HEIGHT  -        185.374 (meters)      608.18  (feet) COMP
 RJ0622  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0622
 RJ0622  VERT ORDER      -  FIRST     CLASS 0
 RJ0622
 RJ0622.The horizontal coordinates were scaled from a map and have
 RJ0622.an estimated accuracy of +/- 6 seconds.
 RJ0622
 RJ0622.The orthometric height was determined by differential leveling and
 RJ0622.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0622.in June 1991.
 RJ0622
 RJ0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0622.GEOID18 height accuracy estimate available here.
 RJ0622
 RJ0622.Click photographs - Photos may exist for this station.
 RJ0622
 RJ0622.The dynamic height is computed by dividing the NAVD 88
 RJ0622.geopotential number by the normal gravity value computed on the
 RJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0622.degrees latitude (g = 980.6199 gals.).
 RJ0622
 RJ0622.The modeled gravity was interpolated from observed gravity values.
 RJ0622
 RJ0622;                    North         East    Units  Estimated Accuracy
 RJ0622;SPC MI N     -   187,250.    8,209,860.      MT  (+/- 180 meters Scaled)
 RJ0622
 RJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098460(NAD 83)
 RJ0622
 RJ0622                          SUPERSEDED SURVEY CONTROL
 RJ0622
 RJ0622.No superseded survey control is available for this station.
 RJ0622
 RJ0622_MARKER: F = FLANGE-ENCASED ROD
 RJ0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0622_STAMPING: B 296 1983
 RJ0622_MARK LOGO: NGS
 RJ0622_PROJECTION: FLUSH
 RJ0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0622_ROD/PIPE-DEPTH: 14.6 meters
 RJ0622
 RJ0622  HISTORY     - Date     Condition        Report By
 RJ0622  HISTORY     - 1983     MONUMENTED       NGS
 RJ0622  HISTORY     - 1986     GOOD             NOS
 RJ0622  HISTORY     - 20051128 POOR             INDIV
 RJ0622
 RJ0622                          STATION DESCRIPTION
 RJ0622
 RJ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0622'10.5 KM (6.55 MI) SE FROM SAULT STE MARIE.
 RJ0622'10.5 KM (6.55 MI) EAST ALONG PORTAGE AVENUE FROM THE JUNCTION OF
 RJ0622'ASHMUN STREET IN SAULT STE. MARIE TO THE MARK, SET AT THE WORSHAM
 RJ0622'RESIDENCE ON THE EAST SIDE OF THE ROAD BY A POWERLINE POLE,
 RJ0622'12.1 METERS (39.7 FT) EAST-NORTHEAST OF CENTERLINE OF PORTAGE AVENUE,
 RJ0622'14.3 METERS (47.0 FT) SOUTHEAST OF CENTER OF DRIVEWAY TO HOUSE,
 RJ0622'31.6 METERS (104.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF SOUTH WING OF
 RJ0622'ONE STORY HOUSE, 0.7 METER (2.4 FT) WEST OF POWERLINE POLE NUMBER E
 RJ0622'3301.
 RJ0622'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 RJ0622'THE MARK IS ABOVE LEVEL WITH PORTAGE AVENUE.
 RJ0622
 RJ0622                          STATION RECOVERY (1986)
 RJ0622
 RJ0622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0622'RECOVERED IN GOOD CONDITION.
 RJ0622
 RJ0622                          STATION RECOVERY (2005)
 RJ0622
 RJ0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0622'THE MONUMENT BOX IS LEANING SOUTH, THE ROD MAY BE BENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0695 ***********************************************************************
 RJ0695  DESIGNATION -  B 297
 RJ0695  PID         -  RJ0695
 RJ0695  STATE/COUNTY-  MI/CHIPPEWA
 RJ0695  COUNTRY     -  US
 RJ0695  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0695
 RJ0695                         *CURRENT SURVEY CONTROL
 RJ0695  ______________________________________________________________________
 RJ0695* NAD 83(1986) POSITION- 46 29 01.     (N) 084 16 44.     (W)   SCALED
 RJ0695* NAVD 88 ORTHO HEIGHT -   179.110 (meters)      587.63  (feet) ADJUSTED
 RJ0695  ______________________________________________________________________
 RJ0695  GEOID HEIGHT    -        -36.687 (meters)                     GEOID18
 RJ0695  DYNAMIC HEIGHT  -        179.120 (meters)      587.66  (feet) COMP
 RJ0695  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 RJ0695
 RJ0695  VERT ORDER      -  FIRST     CLASS 0
 RJ0695
 RJ0695.The horizontal coordinates were scaled from a map and have
 RJ0695.an estimated accuracy of +/- 6 seconds.
 RJ0695
 RJ0695.The orthometric height was determined by differential leveling and
 RJ0695.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0695.in June 1991.
 RJ0695
 RJ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0695.GEOID18 height accuracy estimate available here.
 RJ0695
 RJ0695.Click photographs - Photos may exist for this station.
 RJ0695
 RJ0695.The dynamic height is computed by dividing the NAVD 88
 RJ0695.geopotential number by the normal gravity value computed on the
 RJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0695.degrees latitude (g = 980.6199 gals.).
 RJ0695
 RJ0695.The modeled gravity was interpolated from observed gravity values.
 RJ0695
 RJ0695;                    North         East    Units  Estimated Accuracy
 RJ0695;SPC MI N     -   192,560.    8,208,880.      MT  (+/- 180 meters Scaled)
 RJ0695
 RJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS088513(NAD 83)
 RJ0695
 RJ0695                          SUPERSEDED SURVEY CONTROL
 RJ0695
 RJ0695.No superseded survey control is available for this station.
 RJ0695
 RJ0695_MARKER: I = METAL ROD
 RJ0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0695_STAMPING: B 297 1983
 RJ0695_MARK LOGO: NGS
 RJ0695_PROJECTION: FLUSH
 RJ0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0695_ROD/PIPE-DEPTH: 15.9 meters
 RJ0695
 RJ0695  HISTORY     - Date     Condition        Report By
 RJ0695  HISTORY     - 1983     MONUMENTED       NGS
 RJ0695
 RJ0695                          STATION DESCRIPTION
 RJ0695
 RJ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0695'1.4 KM (0.85 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0695'1.4 KM (0.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0695'FERRY LANDING ON SUGAR ISLAND, AT THE JUNCTION OF WHITEHEAD ROAD (A
 RJ0695'GRAVEL ROAD) LEADING SOUTH, 12.2 METERS (40.1 FT) SOUTH OF THE
 RJ0695'CENTERLINE OF THE ROAD, 13.7 METERS (45.0 FT) EAST OF THE APPROXIMATE
 RJ0695'CENTER OF WHITEHEAD ROAD, 2.4 METERS (8.0 FT) SOUTH-SOUTHWEST OF A
 RJ0695'POWERLINE POLE WITH TWO GUY WIRES, 1.5 METERS (5.0 FT) WEST-SOUTHWEST
 RJ0695'OF THE WESTERNMOST ONE OF TWO TELEPHONE JUNCTION BOXES, AND
 RJ0695'12.8 METERS (42.0 FT) NORTHEAST OF A STREET SIGN.
 RJ0695'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 RJ0695'THE MARK IS 0.61 M ABOVE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0710 ***********************************************************************
 RJ0710  DESIGNATION -  B 297 RESET
 RJ0710  PID         -  RJ0710
 RJ0710  STATE/COUNTY-  MI/CHIPPEWA
 RJ0710  COUNTRY     -  US
 RJ0710  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0710
 RJ0710                         *CURRENT SURVEY CONTROL
 RJ0710  ______________________________________________________________________
 RJ0710* NAD 83(1986) POSITION- 46 29 01.     (N) 084 16 44.     (W)   SCALED
 RJ0710* NAVD 88 ORTHO HEIGHT -   179.07  (meters)      587.5   (feet) RESET
 RJ0710  ______________________________________________________________________
 RJ0710  GEOID HEIGHT    -        -36.687 (meters)                     GEOID18
 RJ0710  VERT ORDER      -  THIRD
 RJ0710
 RJ0710.The horizontal coordinates were scaled from a map and have
 RJ0710.an estimated accuracy of +/- 6 seconds.
 RJ0710
 RJ0710.The orthometric height was computed from unverified reset data.
 RJ0710
 RJ0710.No vertical observational check was made to the station.
 RJ0710
 RJ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0710.GEOID18 height accuracy estimate available here.
 RJ0710
 RJ0710.Click photographs - Photos may exist for this station.
 RJ0710
 RJ0710;                    North         East    Units  Estimated Accuracy
 RJ0710;SPC MI N     -   192,560.    8,208,880.      MT  (+/- 180 meters Scaled)
 RJ0710
 RJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS088513(NAD 83)
 RJ0710
 RJ0710                          SUPERSEDED SURVEY CONTROL
 RJ0710
 RJ0710.No superseded survey control is available for this station.
 RJ0710
 RJ0710_MARKER: DV = VERTICAL CONTROL DISK
 RJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0710_STAMPING: B 297 RESET 1984
 RJ0710_MARK LOGO: NGS
 RJ0710_PROJECTION: PROJECTING
 RJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0710+STABILITY: SURFACE MOTION
 RJ0710
 RJ0710  HISTORY     - Date     Condition        Report By
 RJ0710  HISTORY     - 1984     MONUMENTED       NGS
 RJ0710
 RJ0710                          STATION DESCRIPTION
 RJ0710
 RJ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0710'1.4 KM (0.85 MI) EAST FROM SUGAR ISLAND.
 RJ0710'1.4 KM (0.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0710'FERRY LANDING IN SUGAR ISLAND, AT THE JUNCTION OF WHITEHEAD ROAD
 RJ0710'(A GRAVEL ROAD) LEADING SOUTH, 14.3 METERS (47.0 FEET) SOUTH OF THE
 RJ0710'CENTERLINE OF THE ROAD, 15.2 METERS (50.0 FEET) EAST OF THE
 RJ0710'APPROXIMATE CENTER OF WHITEHEAD ROAD, 0.9 METERS (3.0 FEET) EAST
 RJ0710'OF A TOWERLINE POLE, AND 10.7 METERS (35.0 FEET) EAST-NORTHEAST
 RJ0710'OF A STREET SIGN.
 RJ0710'THE MARK IS 2.0 FT  WNW FROM A WITNESS POST.
 RJ0710'THE MARK IS 1.6 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0405 ***********************************************************************
 QK0405  DESIGNATION -  B 298
 QK0405  PID         -  QK0405
 QK0405  STATE/COUNTY-  MI/CHIPPEWA
 QK0405  COUNTRY     -  US
 QK0405  USGS QUAD   -  PRENTISS BAY (2017)
 QK0405
 QK0405                         *CURRENT SURVEY CONTROL
 QK0405  ______________________________________________________________________
 QK0405* NAD 83(1986) POSITION- 45 59 13.     (N) 084 13 04.     (W)   SCALED
 QK0405* NAVD 88 ORTHO HEIGHT -   180.769 (meters)      593.07  (feet) ADJUSTED
 QK0405  ______________________________________________________________________
 QK0405  GEOID HEIGHT    -        -36.286 (meters)                     GEOID18
 QK0405  DYNAMIC HEIGHT  -        180.774 (meters)      593.09  (feet) COMP
 QK0405  MODELED GRAVITY -    980,638.6   (mgal)                       NAVD 88
 QK0405
 QK0405  VERT ORDER      -  FIRST     CLASS 0
 QK0405
 QK0405.The horizontal coordinates were scaled from a map and have
 QK0405.an estimated accuracy of +/- 6 seconds.
 QK0405
 QK0405.The orthometric height was determined by differential leveling and
 QK0405.adjusted by the NATIONAL GEODETIC SURVEY
 QK0405.in June 1991.
 QK0405
 QK0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0405.GEOID18 height accuracy estimate available here.
 QK0405
 QK0405.Click photographs - Photos may exist for this station.
 QK0405
 QK0405.The dynamic height is computed by dividing the NAVD 88
 QK0405.geopotential number by the normal gravity value computed on the
 QK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0405.degrees latitude (g = 980.6199 gals.).
 QK0405
 QK0405.The modeled gravity was interpolated from observed gravity values.
 QK0405
 QK0405;                    North         East    Units  Estimated Accuracy
 QK0405;SPC MI N     -   137,560.    8,215,510.      MT  (+/- 180 meters Scaled)
 QK0405
 QK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR154963(NAD 83)
 QK0405
 QK0405                          SUPERSEDED SURVEY CONTROL
 QK0405
 QK0405.No superseded survey control is available for this station.
 QK0405
 QK0405_MARKER: DV = VERTICAL CONTROL DISK
 QK0405_SETTING: 66 = SET IN ROCK OUTCROP
 QK0405_STAMPING: B 298 1983
 QK0405_MARK LOGO: NGS
 QK0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0405+STABILITY: POSITION/ELEVATION WELL
 QK0405
 QK0405  HISTORY     - Date     Condition        Report By
 QK0405  HISTORY     - 1983     MONUMENTED       NGS
 QK0405  HISTORY     - 19940728 GOOD             USPSQD
 QK0405  HISTORY     - 20010331 GOOD             NGS
 QK0405
 QK0405                          STATION DESCRIPTION
 QK0405
 QK0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0405'12.0 KM (7.45 MI) EAST FROM CEDARVILLE.
 QK0405'12.0 KM (7.45 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0405'STATE HIGHWAY 129 IN CEDARVILLE, AT A POINT ABOUT 30.48 METERS
 QK0405'(100.0 FT) SOUTHEAST OF THE TOP OF A ROCKY HILL ALONG THE POWERLINE
 QK0405'WHICH PARALLELS THE HIGHWAY, SET IN A ROCK OUTCROP 0.91 METERS
 QK0405'(3.0 FT) BY 1.21 METERS (4.0 FT) AND PROJECTING 0.18 METERS (0.6 FT)
 QK0405'ABOVE GROUND, ABOUT 1-1/4 POLES EAST-SOUTHEAST OF A POWERLINE CROSSING
 QK0405'THE HIGHWAY, 15.84 METERS (52.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 QK0405'OF THE HIGHWAY, 30.69 METERS (100.7 FT) SOUTHEAST OF POWERLINE POLE
 QK0405'NUMBER GT 4165, 8.53 METERS (28.0 FT) SOUTH-SOUTHWEST OF THE POWER
 QK0405'POLE LINE, AND 5.27 METERS (17.3 FT) WEST OF THE CENTER OF A 9-INCH
 QK0405'DIAMETER PINE TREE.
 QK0405'THE MARK IS 0.82 METERS  NNW FROM A WITNESS POST.
 QK0405'THE MARK IS 0.76 M ABOVE HIGHWAY.
 QK0405
 QK0405                          STATION RECOVERY (1994)
 QK0405
 QK0405'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0405'RECOVERED IN GOOD CONDITION.
 QK0405
 QK0405                          STATION RECOVERY (2001)
 QK0405
 QK0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0683 ***********************************************************************
 RJ0683  DESIGNATION -  B 299
 RJ0683  PID         -  RJ0683
 RJ0683  STATE/COUNTY-  MI/CHIPPEWA
 RJ0683  COUNTRY     -  US
 RJ0683  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0683
 RJ0683                         *CURRENT SURVEY CONTROL
 RJ0683  ______________________________________________________________________
 RJ0683* NAD 83(1986) POSITION- 46 24 22.     (N) 084 12 27.     (W)   SCALED
 RJ0683* NAVD 88 ORTHO HEIGHT -   187.371 (meters)      614.73  (feet) ADJUSTED
 RJ0683  ______________________________________________________________________
 RJ0683  GEOID HEIGHT    -        -36.643 (meters)                     GEOID18
 RJ0683  DYNAMIC HEIGHT  -        187.381 (meters)      614.77  (feet) COMP
 RJ0683  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0683
 RJ0683  VERT ORDER      -  FIRST     CLASS 0
 RJ0683
 RJ0683.The horizontal coordinates were scaled from a map and have
 RJ0683.an estimated accuracy of +/- 6 seconds.
 RJ0683
 RJ0683.The orthometric height was determined by differential leveling and
 RJ0683.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0683.in June 1991.
 RJ0683
 RJ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0683.GEOID18 height accuracy estimate available here.
 RJ0683
 RJ0683.Click photographs - Photos may exist for this station.
 RJ0683
 RJ0683.The dynamic height is computed by dividing the NAVD 88
 RJ0683.geopotential number by the normal gravity value computed on the
 RJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0683.degrees latitude (g = 980.6199 gals.).
 RJ0683
 RJ0683.The modeled gravity was interpolated from observed gravity values.
 RJ0683
 RJ0683;                    North         East    Units  Estimated Accuracy
 RJ0683;SPC MI N     -   184,140.    8,214,660.      MT  (+/- 180 meters Scaled)
 RJ0683
 RJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146429(NAD 83)
 RJ0683
 RJ0683                          SUPERSEDED SURVEY CONTROL
 RJ0683
 RJ0683.No superseded survey control is available for this station.
 RJ0683
 RJ0683_MARKER: I = METAL ROD
 RJ0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0683_STAMPING: B 299 1983
 RJ0683_MARK LOGO: NGS
 RJ0683_PROJECTION: FLUSH
 RJ0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0683_ROD/PIPE-DEPTH: 4.9 meters
 RJ0683
 RJ0683  HISTORY     - Date     Condition        Report By
 RJ0683  HISTORY     - 1983     MONUMENTED       NGS
 RJ0683
 RJ0683                          STATION DESCRIPTION
 RJ0683
 RJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0683'19.0 KM (11.8 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0683'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0683'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0683'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0683'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0683'6 MILE ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 1.5 KM (0.95 MI)
 RJ0683'SOUTH ALONG HOMESTEAD ROAD TO THE MARK ON THE RIGHT, 11.8 KM (38.6 FT)
 RJ0683'WEST OF THE CENTER OF HOMESTEAD ROAD, 4.8 KM (15.9 FT) SOUTH OF THE
 RJ0683'CENTER OF A DRIVEWAY, AND 1.5 METERS (5.1 FT) NORTH OF POWERLINE POLE
 RJ0683'NUMBER SU1-134A.
 RJ0683'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 RJ0683'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0295 ***********************************************************************
 OK0295  DESIGNATION -  B 3
 OK0295  PID         -  OK0295
 OK0295  STATE/COUNTY-  MI/KENT
 OK0295  COUNTRY     -  US
 OK0295  USGS QUAD   -  EVANS (2017)
 OK0295
 OK0295                         *CURRENT SURVEY CONTROL
 OK0295  ______________________________________________________________________
 OK0295* NAD 83(1986) POSITION- 43 11 40.     (N) 085 24 57.     (W)   SCALED
 OK0295* NAVD 88 ORTHO HEIGHT -   263.615 (meters)      864.88  (feet) ADJUSTED
 OK0295  ______________________________________________________________________
 OK0295  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 OK0295  DYNAMIC HEIGHT  -        263.556 (meters)      864.68  (feet) COMP
 OK0295  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 OK0295
 OK0295  VERT ORDER      -  SECOND    CLASS 0
 OK0295
 OK0295.The horizontal coordinates were scaled from a map and have
 OK0295.an estimated accuracy of +/- 6 seconds.
 OK0295
 OK0295.The orthometric height was determined by differential leveling and
 OK0295.adjusted by the NATIONAL GEODETIC SURVEY
 OK0295.in June 1991.
 OK0295
 OK0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0295.GEOID18 height accuracy estimate available here.
 OK0295
 OK0295.Click photographs - Photos may exist for this station.
 OK0295
 OK0295.The dynamic height is computed by dividing the NAVD 88
 OK0295.geopotential number by the normal gravity value computed on the
 OK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0295.degrees latitude (g = 980.6199 gals.).
 OK0295
 OK0295.The modeled gravity was interpolated from observed gravity values.
 OK0295
 OK0295;                    North         East    Units  Estimated Accuracy
 OK0295;SPC MI S     -   188,750.    3,914,730.      MT  (+/- 180 meters Scaled)
 OK0295
 OK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN287836(NAD 83)
 OK0295
 OK0295                          SUPERSEDED SURVEY CONTROL
 OK0295
 OK0295  NGVD 29 (??/??/92)  263.743  (m)          865.30   (f) ADJ UNCH    2 0
 OK0295
 OK0295.Superseded values are not recommended for survey control.
 OK0295
 OK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0295.See file dsdata.pdf to determine how the superseded data were derived.
 OK0295
 OK0295_MARKER: DD = SURVEY DISK
 OK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0295_STAMPING: B 3 1928
 OK0295_MARK LOGO: USGS
 OK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0295+STABILITY: SURFACE MOTION
 OK0295
 OK0295  HISTORY     - Date     Condition        Report By
 OK0295  HISTORY     - 1928     MONUMENTED       USGS
 OK0295  HISTORY     - 1934     GOOD             CGS
 OK0295  HISTORY     - 20200615 MARK NOT FOUND   MIDT
 OK0295
 OK0295                          STATION DESCRIPTION
 OK0295
 OK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0295'AT HARVARD.
 OK0295'THE MARK IS COVERED BY GRASS AND ELDER BUSHES.  AT HARVARD,
 OK0295'ON THE GRAND TRUNK RAILWAY, OPPOSITE A BRICK STORE, 42 FEET
 OK0295'FROM THE CENTER OF A GRAVEL ROAD CROSSING, 45 FEET NORTH OF THE
 OK0295'NORTH RAIL OF THE MAIN TRACK, 12 FEET WEST OF THE WEST END OF
 OK0295'THE LEONARD CROSSETT AND RILEY WAREHOUSE, 1 FOOT NORTH OF A
 OK0295'FENCE LINE, AND LEVEL WITH THE TOP OF RAIL.  A U.S. GEOLOGICAL
 OK0295'SURVEY STANDARD DISK, STAMPED B 3 1928 AND SET IN THE TOP OF A
 OK0295'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OK0295
 OK0295                          STATION RECOVERY (2020)
 OK0295
 OK0295'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0295'THE MARK HAS BEEN REMOVED FROM THE GROUND AND IS THE OFFICE OF THE CAR
 OK0295'GARAGE ON THE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0294 ***********************************************************************
 QL0294  DESIGNATION -  B 30
 QL0294  PID         -  QL0294
 QL0294  STATE/COUNTY-  MI/MENOMINEE
 QL0294  COUNTRY     -  US
 QL0294  USGS QUAD   -  MARINETTE EAST (2018)
 QL0294
 QL0294                         *CURRENT SURVEY CONTROL
 QL0294  ______________________________________________________________________
 QL0294* NAD 83(1986) POSITION- 45 06 58.     (N) 087 37 00.     (W)   SCALED
 QL0294* NAVD 88 ORTHO HEIGHT -   180.886 (meters)      593.46  (feet) ADJUSTED
 QL0294  ______________________________________________________________________
 QL0294  GEOID HEIGHT    -        -36.981 (meters)                     GEOID18
 QL0294  DYNAMIC HEIGHT  -        180.868 (meters)      593.40  (feet) COMP
 QL0294  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 QL0294
 QL0294  VERT ORDER      -  FIRST     CLASS II
 QL0294
 QL0294.The horizontal coordinates were scaled from a map and have
 QL0294.an estimated accuracy of +/- 6 seconds.
 QL0294
 QL0294.The orthometric height was determined by differential leveling and
 QL0294.adjusted by the NATIONAL GEODETIC SURVEY
 QL0294.in June 1991.
 QL0294
 QL0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0294.GEOID18 height accuracy estimate available here.
 QL0294
 QL0294.Click photographs - Photos may exist for this station.
 QL0294
 QL0294.The dynamic height is computed by dividing the NAVD 88
 QL0294.geopotential number by the normal gravity value computed on the
 QL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0294.degrees latitude (g = 980.6199 gals.).
 QL0294
 QL0294.The modeled gravity was interpolated from observed gravity values.
 QL0294
 QL0294;                    North         East    Units  Estimated Accuracy
 QL0294;SPC MI N     -    37,180.    7,951,470.      MT  (+/- 180 meters Scaled)
 QL0294
 QL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ514960(NAD 83)
 QL0294
 QL0294                          SUPERSEDED SURVEY CONTROL
 QL0294
 QL0294  NGVD 29 (??/??/92)  180.918  (m)          593.56   (f) ADJ UNCH    1 2
 QL0294
 QL0294.Superseded values are not recommended for survey control.
 QL0294
 QL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0294.See file dsdata.pdf to determine how the superseded data were derived.
 QL0294
 QL0294_MARKER: DB = BENCH MARK DISK
 QL0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0294_STAMPING: 593.562 B 30 1930
 QL0294_MARK LOGO: CGS
 QL0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0294+STABILITY: SURFACE MOTION
 QL0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0294+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 QL0294
 QL0294  HISTORY     - Date     Condition        Report By
 QL0294  HISTORY     - 1930     MONUMENTED       CGS
 QL0294  HISTORY     - 1972     GOOD             NGS
 QL0294  HISTORY     - 1981     GOOD             AEROS
 QL0294  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0294  HISTORY     - 19960319 MARK NOT FOUND   MIDT
 QL0294  HISTORY     - 19961012 MARK NOT FOUND   USPSQD
 QL0294
 QL0294                          STATION DESCRIPTION
 QL0294
 QL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0294'AT MENOMINEE.
 QL0294'AT MENOMINEE, AT THE CROSSING OF 19 TH AVENUE AND THE CHICAGO
 QL0294'AND NORTH WESTERN RAILWAY, 57 FEET NORTHEAST OF THE CENTER OF THE
 QL0294'JUNCTION OF 19 TH AVENUE AND 12 TH STREET, 58 FEET NORTHWEST OF
 QL0294'THE CENTER LINE OF THE CROSSING, 33 FEET NORTH OF THE CENTER
 QL0294'LINE OF THE AVENUE, 20.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 QL0294'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 QL0294'AVENUE AND SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE
 QL0294'LEVEL OF THE GROUND.  SEC 34, T 32 N, R 27 W.
 QL0294
 QL0294                          STATION RECOVERY (1981)
 QL0294
 QL0294'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 QL0294'RECOVERED IN GOOD CONDITION.
 QL0294
 QL0294                          STATION RECOVERY (1990)
 QL0294
 QL0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0294'MARK NOT FOUND.
 QL0294
 QL0294                          STATION RECOVERY (1996)
 QL0294
 QL0294'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0294'MARK NOT FOUND.  LOCATED IN QUAD 450873, AT MENOMINEE.  THE RAILROAD
 QL0294'HAS BEEN DISMANTLED AND THE RIGHT OF WAY HAS REVERTED BACK TO PRIVATE
 QL0294'USE.  LOCATION IS NOW A PAVED PARKING LOT.  A SIDEWALK HAS BEEN
 QL0294'CONSTRUCTED NEAR THE LOCATION.  IF MARK STILL EXISTS IT IS
 QL0294'INACCESSIBLE.
 QL0294
 QL0294                          STATION RECOVERY (1996)
 QL0294
 QL0294'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0696 ***********************************************************************
 RK0696  DESIGNATION -  B 30
 RK0696  PID         -  RK0696
 RK0696  STATE/COUNTY-  MI/MARQUETTE
 RK0696  COUNTRY     -  US
 RK0696  USGS QUAD   -  MARQUETTE (2017)
 RK0696
 RK0696                         *CURRENT SURVEY CONTROL
 RK0696  ______________________________________________________________________
 RK0696* NAD 83(1994) POSITION- 46 32 23.80302(N) 087 23 14.47460(W)   ADJUSTED
 RK0696* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RK0696  ______________________________________________________________________
 RK0696  GEOID HEIGHT    -        -34.754 (meters)                     GEOID18
 RK0696  LAPLACE CORR    -         -9.35  (seconds)                    DEFLEC18
 RK0696  HORZ ORDER      -  THIRD
 RK0696
 RK0696.The horizontal coordinates were established by classical geodetic methods
 RK0696.and adjusted by the National Geodetic Survey in February 1997.
 RK0696
 RK0696.The orthometric height was scaled from a topographic map.
 RK0696
 RK0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0696.GEOID18 height accuracy estimate available here.
 RK0696
 RK0696.Click photographs - Photos may exist for this station.
 RK0696
 RK0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0696
 RK0696. The following values were computed from the NAD 83(1994) position.
 RK0696
 RK0696;                    North         East     Units Scale Factor Converg.
 RK0696;SPC MI N     -   195,310.758 7,970,290.193   MT  0.99991269   -0 16 47.9
 RK0696;SPC MI N     -   640,783.33 26,149,246.04   iFT  0.99991269   -0 16 47.9
 RK0696;UTM  16      - 5,154,114.836   470,299.378   MT  0.99961084   -0 16 52.2
 RK0696
 RK0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0696!SPC MI N     -   0.99997638  x   0.99991269  =   0.99988907
 RK0696!UTM  16      -   0.99997638  x   0.99961084  =   0.99958723
 RK0696
 RK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7029954114(NAD 83)
 RK0696
 RK0696                          SUPERSEDED SURVEY CONTROL
 RK0696
 RK0696  NAD 83(1986)-  46 32 23.79927(N)    087 23 14.46780(W) AD(       ) 3
 RK0696
 RK0696.Superseded values are not recommended for survey control.
 RK0696
 RK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0696.See file dsdata.pdf to determine how the superseded data were derived.
 RK0696
 RK0696_MARKER: DD = SURVEY DISK
 RK0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RK0696_SP_SET: WALL
 RK0696_STAMPING: 30
 RK0696_MARK LOGO: USACE
 RK0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0696+STABILITY: SURFACE MOTION
 RK0696
 RK0696  HISTORY     - Date     Condition        Report By
 RK0696  HISTORY     - UNK      MONUMENTED       USACE
 RK0696  HISTORY     - 1981     GOOD             NGS
 RK0696  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0696  HISTORY     - 20070405 GOOD             GEOCAC
 RK0696
 RK0696                          STATION DESCRIPTION
 RK0696
 RK0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RHH)
 RK0696'THE STATION IS LOCATED IN MARQUETTE ON THE NORTHEAST END OF THE
 RK0696'SOO LINE RAILROAD ORE DOCK IN MARQUETTE HARBOR.
 RK0696'
 RK0696'TO REACH THE STATION FROM THE COAST GUARD IN MARQUETTE, PROCEED
 RK0696'BY BOAT SOUTHWESTERLY ACROSS THE HARBOR BASIN TO THE OFFSHORE
 RK0696'END OF THE ORE DOCK AND THE VICINITY OF THE STATION.
 RK0696'
 RK0696'THE STATION IS A STANDARD USE DISK
 RK0696'STAMPED---30---,
 RK0696'SET INTO A DRILL HOLE
 RK0696'FLUSH WITH THE CONCRETE RETAINING WALL AROUND THE ORE DOCK.
 RK0696'IT IS LOCATED 4.07 METERS (1.2 FT) WEST-NORTHWEST FROM A BOLLARD,
 RK0696'2.0 METERS (0.6 FT) EAST-SOUTHEAST FROM A BOLLARD, AND
 RK0696'1.30 METERS (0.4 FT) NORTHEAST FROM THE INSIDE ANGLE POINT OF THE
 RK0696'RETAINING WALL.
 RK0696'
 RK0696'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.69 METERS.
 RK0696'
 RK0696'DESCRIBED BY B. LINK.
 RK0696
 RK0696                          STATION RECOVERY (2000)
 RK0696
 RK0696'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0696'ACCESS TO THE SITE IS RESTRICTED, HAZARDOUS AREA.  THE ORE DOCK WILL
 RK0696'BE DISMANTLED IN THE FUTURE, IT IS NO LONER IN SERVICE.
 RK0696
 RK0696                          STATION RECOVERY (2007)
 RK0696
 RK0696'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0543 ***********************************************************************
 QK0543  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0543  DESIGNATION -  B 301
 QK0543  PID         -  QK0543
 QK0543  STATE/COUNTY-  MI/CHEBOYGAN
 QK0543  COUNTRY     -  US
 QK0543  USGS QUAD   -  CHEBOYGAN (2017)
 QK0543
 QK0543                         *CURRENT SURVEY CONTROL
 QK0543  ______________________________________________________________________
 QK0543* NAD 83(1986) POSITION- 45 38 48.     (N) 084 28 21.     (W)   SCALED
 QK0543* NAVD 88 ORTHO HEIGHT -   178.208 (meters)      584.67  (feet) ADJUSTED
 QK0543  ______________________________________________________________________
 QK0543  GEOID HEIGHT    -        -35.956 (meters)                     GEOID18
 QK0543  DYNAMIC HEIGHT  -        178.206 (meters)      584.66  (feet) COMP
 QK0543  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QK0543
 QK0543  VERT ORDER      -  FIRST     CLASS II
 QK0543
 QK0543.The horizontal coordinates were scaled from a map and have
 QK0543.an estimated accuracy of +/- 6 seconds.
 QK0543
 QK0543.The orthometric height was determined by differential leveling and
 QK0543.adjusted by the NATIONAL GEODETIC SURVEY
 QK0543.in June 1991.
 QK0543
 QK0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0543.GEOID18 height accuracy estimate available here.
 QK0543
 QK0543.This Water Level Mark is designated as VM 23837
 QK0543.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0543
 QK0543.Click photographs - Photos may exist for this station.
 QK0543
 QK0543.The dynamic height is computed by dividing the NAVD 88
 QK0543.geopotential number by the normal gravity value computed on the
 QK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0543.degrees latitude (g = 980.6199 gals.).
 QK0543
 QK0543.The modeled gravity was interpolated from observed gravity values.
 QK0543
 QK0543;                    North         East    Units  Estimated Accuracy
 QK0543;SPC MI C     -   258,920.    5,991,750.      MT  (+/- 180 meters Scaled)
 QK0543
 QK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR969578(NAD 83)
 QK0543
 QK0543                          SUPERSEDED SURVEY CONTROL
 QK0543
 QK0543.No superseded survey control is available for this station.
 QK0543
 QK0543_MARKER: F = FLANGE-ENCASED ROD
 QK0543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0543_STAMPING: B 301 1983
 QK0543_MARK LOGO: NGS
 QK0543_PROJECTION: RECESSED 4 CENTIMETERS
 QK0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0543+STABILITY: POSITION/ELEVATION WELL
 QK0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0543+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0543_ROD/PIPE-DEPTH: 12.2 meters
 QK0543_SLEEVE-DEPTH  : 6.09 meters
 QK0543
 QK0543  HISTORY     - Date     Condition        Report By
 QK0543  HISTORY     - 1983     MONUMENTED       NGS
 QK0543  HISTORY     - 19960314 GOOD             NGS
 QK0543  HISTORY     - 20180918 MARK NOT FOUND   USPSQD
 QK0543
 QK0543                          STATION DESCRIPTION
 QK0543
 QK0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0543'IN CHEBOYGAN.
 QK0543'IN CHEBOYGAN, LOCATED IN THE LAWN BY THE FLAGPOLE AT THE OLD RIVER
 QK0543'RANGE STATION, LOCATED AT 606 WATER STREET, 28.65 METERS (94.0 FT)
 QK0543'EAST-SOUTHEAST OF THE CENTER OF WATER STREET, 15.84 METERS (52.0 FT)
 QK0543'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE RANGE STATION HOUSE,
 QK0543'11.79 METERS (38.7 FT) NORTH-NORTHEAST OF THE CORNER OF THE HOUSE,
 QK0543'2.62 METERS (8.6 FT) SOUTHWEST OF THE FLAGPOLE, 24.84 METERS (81.5 FT)
 QK0543'WEST OF THE WATER GAGE, AND 4.78 METERS (15.7 FT) EAST-SOUTHEAST OF A
 QK0543'CRAB APPLE TREE.
 QK0543'THE MARK IS ABOVE LEVEL WITH STREET.
 QK0543
 QK0543                          STATION RECOVERY (1996)
 QK0543
 QK0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0543'IN CHEBOYGAN, AT 606 WATER STREET, 28.6 M (93.8 FT) SOUTHEAST OF THE
 QK0543'STREET CENTER, 15.8 M (51.8 FT) EAST OF THE NORTH CORNER OF A HOUSE AT
 QK0543'606 WATER STREET, 8.8 M (28.9 FT) SOUTHWEST OF THE SOUTH CORNER OF A
 QK0543'GARAGE, 4.8 M (15.7 FT) NORTHEAST OF A CRAB APPLE TREE, 2.6 M (8.5 FT)
 QK0543'SOUTHWEST OF A FLAGPOLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 QK0543'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QK0543
 QK0543                          STATION RECOVERY (2018)
 QK0543
 QK0543'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0501 ***********************************************************************
 QK0501  DESIGNATION -  B 302
 QK0501  PID         -  QK0501
 QK0501  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0501  COUNTRY     -  US
 QK0501  USGS QUAD   -  OCQUEOC (2017)
 QK0501
 QK0501                         *CURRENT SURVEY CONTROL
 QK0501  ______________________________________________________________________
 QK0501* NAD 83(1986) POSITION- 45 29 54.     (N) 084 06 14.     (W)   SCALED
 QK0501* NAVD 88 ORTHO HEIGHT -   181.058 (meters)      594.02  (feet) ADJUSTED
 QK0501  ______________________________________________________________________
 QK0501  GEOID HEIGHT    -        -36.529 (meters)                     GEOID18
 QK0501  DYNAMIC HEIGHT  -        181.051 (meters)      594.00  (feet) COMP
 QK0501  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 QK0501
 QK0501  VERT ORDER      -  FIRST     CLASS II
 QK0501
 QK0501.The horizontal coordinates were scaled from a map and have
 QK0501.an estimated accuracy of +/- 6 seconds.
 QK0501
 QK0501.The orthometric height was determined by differential leveling and
 QK0501.adjusted by the NATIONAL GEODETIC SURVEY
 QK0501.in June 1991.
 QK0501
 QK0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0501.GEOID18 height accuracy estimate available here.
 QK0501
 QK0501.Click photographs - Photos may exist for this station.
 QK0501
 QK0501.The dynamic height is computed by dividing the NAVD 88
 QK0501.geopotential number by the normal gravity value computed on the
 QK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0501.degrees latitude (g = 980.6199 gals.).
 QK0501
 QK0501.The modeled gravity was interpolated from observed gravity values.
 QK0501
 QK0501;                    North         East    Units  Estimated Accuracy
 QK0501;SPC MI C     -   242,460.    6,020,540.      MT  (+/- 180 meters Scaled)
 QK0501
 QK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR262423(NAD 83)
 QK0501
 QK0501                          SUPERSEDED SURVEY CONTROL
 QK0501
 QK0501.No superseded survey control is available for this station.
 QK0501
 QK0501_MARKER: F = FLANGE-ENCASED ROD
 QK0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0501_STAMPING: B 302 1983
 QK0501_MARK LOGO: NGS
 QK0501_PROJECTION: FLUSH
 QK0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0501+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QK0501_ROD/PIPE-DEPTH: 28.0 meters
 QK0501
 QK0501  HISTORY     - Date     Condition        Report By
 QK0501  HISTORY     - 1983     MONUMENTED       NGS
 QK0501  HISTORY     - 20040813 GOOD             USPSQD
 QK0501  HISTORY     - 20070620 GOOD             MIDT
 QK0501
 QK0501                          STATION DESCRIPTION
 QK0501
 QK0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0501'26.2 KM (16.3 MI) NW FROM ROGERS CITY.
 QK0501'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0501'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 24.5 KM (15.2 MI)
 QK0501'NORTHWEST ALONG HIGHWAY 23 AT A GRAVEL ROAD LEADING NORTHEAST, THENCE
 QK0501'ABOUT 42.6 METERS (140.0 FT) NORTHEAST TO A GRAVEL T-ROAD, THENCE
 QK0501'0.1 KM (0.05 MI) SOUTHEAST ALONG THE GRAVEL T-ROAD AT BEACH LANE
 QK0501'LEADING NORTHEAST TO THE LAKE HURON SHORE, IS 11.4 KM (7.1 MI)
 QK0501'SOUTH-SOUTHEAST OF THE ENTRANCE ROAD TO THE HAMMOND BAY REFUGE HARBOR,
 QK0501'46.02 METERS (151.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD
 QK0501'LEADING NORTHEAST TO THE GRAVEL T-ROAD, 41.02 METERS (134.6 FT)
 QK0501'NORTHEAST OF THE CENTERLINE OF HIGHWAY 23, 3.20 METERS (10.5 FT)
 QK0501'NORTHEAST OF THE GRAVEL T-ROAD LEADING SOUTHEAST, 1.67 METERS (5.5 FT)
 QK0501'SOUTHWEST OF A 2.43 METERS (8.0 FT) HIGH WOOD POLE WITH THE BEACH LANE
 QK0501'SIGN ATTACHED, 0.70 METER (2.3 FT) NORTHWEST OF A POWERLINE POLE
 QK0501'NUMBERED HB 120, AND 20.11 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE
 QK0501'SOUTHWEST CORNER OF A SMALL STUCCO HOUSE.  NOTE, ROD DRIVEN TO THE
 QK0501'DRIVING RATE AND ANCHORED.
 QK0501'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 QK0501'THE MARK IS ABOVE LEVEL WITH GRAVEL T-ROAD.
 QK0501
 QK0501                          STATION RECOVERY (2004)
 QK0501
 QK0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0501'NEW TELEPHONE POLE HAS BEEN INSTALLED TWO FEET NNE OF OLD ONE.
 QK0501
 QK0501                          STATION RECOVERY (2007)
 QK0501
 QK0501'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QK0501''STUCCO HOUSE' HAS AN ADDRESS OF 14588 BEACH LANE. 2.5 FT (0.8 M) WEST
 QK0501'OF A POWER POLE LABELED HB1-20.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0692 ***********************************************************************
 OJ0692  DESIGNATION -  B 303
 OJ0692  PID         -  OJ0692
 OJ0692  STATE/COUNTY-  MI/BAY
 OJ0692  COUNTRY     -  US
 OJ0692  USGS QUAD   -  PINCONNING (2017)
 OJ0692
 OJ0692                         *CURRENT SURVEY CONTROL
 OJ0692  ______________________________________________________________________
 OJ0692* NAD 83(1986) POSITION- 43 48 49.     (N) 083 57 59.     (W)   SCALED
 OJ0692* NAVD 88 ORTHO HEIGHT -   183.210 (meters)      601.08  (feet) ADJUSTED
 OJ0692  ______________________________________________________________________
 OJ0692  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 OJ0692  DYNAMIC HEIGHT  -        183.177 (meters)      600.97  (feet) COMP
 OJ0692  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 OJ0692
 OJ0692  VERT ORDER      -  FIRST     CLASS II
 OJ0692
 OJ0692.The horizontal coordinates were scaled from a map and have
 OJ0692.an estimated accuracy of +/- 6 seconds.
 OJ0692
 OJ0692.The orthometric height was determined by differential leveling and
 OJ0692.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0692.in June 1991.
 OJ0692
 OJ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0692.GEOID18 height accuracy estimate available here.
 OJ0692
 OJ0692.Click photographs - Photos may exist for this station.
 OJ0692
 OJ0692.The dynamic height is computed by dividing the NAVD 88
 OJ0692.geopotential number by the normal gravity value computed on the
 OJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0692.degrees latitude (g = 980.6199 gals.).
 OJ0692
 OJ0692.The modeled gravity was interpolated from observed gravity values.
 OJ0692
 OJ0692;                    North         East    Units  Estimated Accuracy
 OJ0692;SPC MI S     -   257,080.    4,032,210.      MT  (+/- 180 meters Scaled)
 OJ0692
 OJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ614554(NAD 83)
 OJ0692
 OJ0692                          SUPERSEDED SURVEY CONTROL
 OJ0692
 OJ0692.No superseded survey control is available for this station.
 OJ0692
 OJ0692_MARKER: I = METAL ROD
 OJ0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0692_STAMPING: B 303 1983
 OJ0692_MARK LOGO: NGS
 OJ0692_PROJECTION: FLUSH
 OJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0692+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0692_ROD/PIPE-DEPTH: 4.87 meters
 OJ0692
 OJ0692  HISTORY     - Date     Condition        Report By
 OJ0692  HISTORY     - 1983     MONUMENTED       NGS
 OJ0692  HISTORY     - 19970824 GOOD             USPSQD
 OJ0692  HISTORY     - 20060128 GOOD             USPSQD
 OJ0692
 OJ0692                          STATION DESCRIPTION
 OJ0692
 OJ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0692'4.5 KM (2.8 MI) SOUTH FROM PINCONNING.
 OJ0692'4.5 KM (2.8 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0692'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE LEFT, 21.30 METERS
 OJ0692'(69.9 FT) EAST OF CENTERLINE OF HIGHWAY 13, 18.98 METERS (62.3 FT)
 OJ0692'SOUTH OF CENTER OF THE DRIVEWAY TO PLANT, AND 0.76 METER (2.5 FT) EAST
 OJ0692'OF EAST POST OF WACO MANUFACTURING PLANT SIGN.
 OJ0692'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 OJ0692'THE MARK IS 0.60 M BELOW HIGHWAY 13.
 OJ0692
 OJ0692                          STATION RECOVERY (1997)
 OJ0692
 OJ0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0692'RECOVERED IN GOOD CONDITION.
 OJ0692
 OJ0692                          STATION RECOVERY (2006)
 OJ0692
 OJ0692'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0692'THE WACO MANUFACTURING PLANT IS NOW CLOSED AND THE SIGN HAS BEEN TAKEN
 OJ0692'DOWN.  THE METAL POSTS THAT HELD THE SIGN ARE STILL STANDING BUT THE
 OJ0692'WITNESS POST IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0176 ***********************************************************************
 PK0176  DESIGNATION -  B 304
 PK0176  PID         -  PK0176
 PK0176  STATE/COUNTY-  MI/IOSCO
 PK0176  COUNTRY     -  US
 PK0176  USGS QUAD   -  TAWAS CITY (2017)
 PK0176
 PK0176                         *CURRENT SURVEY CONTROL
 PK0176  ______________________________________________________________________
 PK0176* NAD 83(1986) POSITION- 44 15 23.     (N) 083 31 49.     (W)   SCALED
 PK0176* NAVD 88 ORTHO HEIGHT -   178.730 (meters)      586.38  (feet) ADJUSTED
 PK0176  ______________________________________________________________________
 PK0176  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 PK0176  DYNAMIC HEIGHT  -        178.706 (meters)      586.30  (feet) COMP
 PK0176  MODELED GRAVITY -    980,482.7   (mgal)                       NAVD 88
 PK0176
 PK0176  VERT ORDER      -  FIRST     CLASS II
 PK0176
 PK0176.The horizontal coordinates were scaled from a map and have
 PK0176.an estimated accuracy of +/- 6 seconds.
 PK0176
 PK0176.The orthometric height was determined by differential leveling and
 PK0176.adjusted by the NATIONAL GEODETIC SURVEY
 PK0176.in June 1991.
 PK0176
 PK0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0176.GEOID18 height accuracy estimate available here.
 PK0176
 PK0176.Click photographs - Photos may exist for this station.
 PK0176
 PK0176.The dynamic height is computed by dividing the NAVD 88
 PK0176.geopotential number by the normal gravity value computed on the
 PK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0176.degrees latitude (g = 980.6199 gals.).
 PK0176
 PK0176.The modeled gravity was interpolated from observed gravity values.
 PK0176
 PK0176;                    North         East    Units  Estimated Accuracy
 PK0176;SPC MI C     -   104,770.    6,066,790.      MT  (+/- 180 meters Scaled)
 PK0176
 PK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK980034(NAD 83)
 PK0176
 PK0176                          SUPERSEDED SURVEY CONTROL
 PK0176
 PK0176.No superseded survey control is available for this station.
 PK0176
 PK0176_MARKER: I = METAL ROD
 PK0176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0176_STAMPING: B 304 1983
 PK0176_MARK LOGO: NGS
 PK0176_PROJECTION: RECESSED 5 CENTIMETERS
 PK0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0176_ROD/PIPE-DEPTH: 11.0 meters
 PK0176
 PK0176  HISTORY     - Date     Condition        Report By
 PK0176  HISTORY     - 1983     MONUMENTED       NGS
 PK0176  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 PK0176
 PK0176                          STATION DESCRIPTION
 PK0176
 PK0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0176'1.1 KM (0.7 MI) SOUTH FROM TAWAS CITY.
 PK0176'1.1 KM (0.7 MI) SOUTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0176'CITY TO THE MARK ON THE LEFT, 19.87 METERS (65.2 FT) SOUTHEAST OF THE
 PK0176'CENTERLINE OF LAKE STREET, 13.89 METERS (45.6 FT) NORTH OF THE
 PK0176'NORTHWEST CORNER OF THE SOUTHWESTERNMOST CABIN OF THE MOTEL,
 PK0176'3.13 METERS (10.3 FT) WEST OF A FIRE HYDRANT, 2.95 METERS (9.7 FT)
 PK0176'NORTHWEST OF THE WEST BRACE POLE FOR A MOTEL SIGN, AND 2.07 METERS
 PK0176'(6.8 FT) NORTHEAST OF POWERLINE POLE NUMBER E 2627.
 PK0176'THE MARK IS 0.30 M BELOW LAKE STREET.
 PK0176
 PK0176                          STATION RECOVERY (2005)
 PK0176
 PK0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0176'A 2-3 FT HIGH LANDSCAPING MOUND AT SMITH'S PINEHAVEN RESORT COVERS THE
 PK0176'LOCATION OF WHERE THE MARK SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0150 ***********************************************************************
 PK0150  DESIGNATION -  B 305
 PK0150  PID         -  PK0150
 PK0150  STATE/COUNTY-  MI/ARENAC
 PK0150  COUNTRY     -  US
 PK0150  USGS QUAD   -  OMER (2017)
 PK0150
 PK0150                         *CURRENT SURVEY CONTROL
 PK0150  ______________________________________________________________________
 PK0150* NAD 83(1986) POSITION- 44 05 41.     (N) 083 48 23.     (W)   SCALED
 PK0150* NAVD 88 ORTHO HEIGHT -   189.984 (meters)      623.31  (feet) ADJUSTED
 PK0150  ______________________________________________________________________
 PK0150  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 PK0150  DYNAMIC HEIGHT  -        189.954 (meters)      623.21  (feet) COMP
 PK0150  MODELED GRAVITY -    980,455.0   (mgal)                       NAVD 88
 PK0150
 PK0150  VERT ORDER      -  FIRST     CLASS II
 PK0150
 PK0150.The horizontal coordinates were scaled from a map and have
 PK0150.an estimated accuracy of +/- 6 seconds.
 PK0150
 PK0150.The orthometric height was determined by differential leveling and
 PK0150.adjusted by the NATIONAL GEODETIC SURVEY
 PK0150.in June 1991.
 PK0150
 PK0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0150.GEOID18 height accuracy estimate available here.
 PK0150
 PK0150.Click photographs - Photos may exist for this station.
 PK0150
 PK0150.The dynamic height is computed by dividing the NAVD 88
 PK0150.geopotential number by the normal gravity value computed on the
 PK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0150.degrees latitude (g = 980.6199 gals.).
 PK0150
 PK0150.The modeled gravity was interpolated from observed gravity values.
 PK0150
 PK0150;                    North         East    Units  Estimated Accuracy
 PK0150;SPC MI C     -    86,620.    6,044,870.      MT  (+/- 180 meters Scaled)
 PK0150
 PK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753862(NAD 83)
 PK0150
 PK0150                          SUPERSEDED SURVEY CONTROL
 PK0150
 PK0150.No superseded survey control is available for this station.
 PK0150
 PK0150_MARKER: I = METAL ROD
 PK0150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0150_STAMPING: B 305 1983
 PK0150_MARK LOGO: NGS
 PK0150_PROJECTION: FLUSH
 PK0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0150+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0150_ROD/PIPE-DEPTH: 7.92 meters
 PK0150
 PK0150  HISTORY     - Date     Condition        Report By
 PK0150  HISTORY     - 1983     MONUMENTED       NGS
 PK0150  HISTORY     - 20010811 GOOD             USPSQD
 PK0150  HISTORY     - 20051211 GOOD             USPSQD
 PK0150
 PK0150                          STATION DESCRIPTION
 PK0150
 PK0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0150'8.5 KM (5.3 MI) NE FROM OMER.
 PK0150'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0150'ARENAC STATE ROAD IN OMER, THENCE 5.2 KM (3.25 MI) NORTH ALONG STATE
 PK0150'HIGHWAY 65 TO THE MARK ON THE RIGHT, ALSO 2.2 KM (1.35 MI) SOUTH ALONG
 PK0150'HIGHWAY 65 FROM THE JUNCTION OF TWINING ROAD IN TWINING, 9.72 METERS
 PK0150'(31.9 FT) EAST OF THE CENTERLINE OF HIGHWAY 65, 15.94 METERS (52.3 FT)
 PK0150'NORTH-NORTHWEST OF NORTHWEST CORNER OF A TWO STORY HOUSE, 8.56 METERS
 PK0150'(28.1 FT) WEST OF TELEPHONE JUNCTION BOX NUMBER 6000-21, 0.76 METER
 PK0150'(2.5 FT) SOUTH OF A POWERLINE POLE, AND 0.73 METER (2.4 FT) WEST OF A
 PK0150'CONCRETE RIGHT-OF-WAY MARKER.
 PK0150'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 PK0150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0150
 PK0150                          STATION RECOVERY (2001)
 PK0150
 PK0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0150'RECOVERED IN GOOD CONDITION.
 PK0150
 PK0150                          STATION RECOVERY (2005)
 PK0150
 PK0150'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0190 ***********************************************************************
 QJ0190  DESIGNATION -  B 306
 QJ0190  PID         -  QJ0190
 QJ0190  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0190  COUNTRY     -  US
 QJ0190  USGS QUAD   -  MOLTKE (2017)
 QJ0190
 QJ0190                         *CURRENT SURVEY CONTROL
 QJ0190  ______________________________________________________________________
 QJ0190* NAD 83(1986) POSITION- 45 29 09.     (N) 083 57 48.     (W)   SCALED
 QJ0190* NAVD 88 ORTHO HEIGHT -   200.669 (meters)      658.36  (feet) ADJUSTED
 QJ0190  ______________________________________________________________________
 QJ0190  GEOID HEIGHT    -        -36.722 (meters)                     GEOID18
 QJ0190  DYNAMIC HEIGHT  -        200.661 (meters)      658.34  (feet) COMP
 QJ0190  MODELED GRAVITY -    980,571.2   (mgal)                       NAVD 88
 QJ0190
 QJ0190  VERT ORDER      -  FIRST     CLASS II
 QJ0190
 QJ0190.The horizontal coordinates were scaled from a map and have
 QJ0190.an estimated accuracy of +/- 6 seconds.
 QJ0190
 QJ0190.The orthometric height was determined by differential leveling and
 QJ0190.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0190.in June 1991.
 QJ0190
 QJ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0190.GEOID18 height accuracy estimate available here.
 QJ0190
 QJ0190.Click photographs - Photos may exist for this station.
 QJ0190
 QJ0190.The dynamic height is computed by dividing the NAVD 88
 QJ0190.geopotential number by the normal gravity value computed on the
 QJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0190.degrees latitude (g = 980.6199 gals.).
 QJ0190
 QJ0190.The modeled gravity was interpolated from observed gravity values.
 QJ0190
 QJ0190;                    North         East    Units  Estimated Accuracy
 QJ0190;SPC MI C     -   241,120.    6,031,530.      MT  (+/- 180 meters Scaled)
 QJ0190
 QJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL684411(NAD 83)
 QJ0190
 QJ0190                          SUPERSEDED SURVEY CONTROL
 QJ0190
 QJ0190.No superseded survey control is available for this station.
 QJ0190
 QJ0190_MARKER: I = METAL ROD
 QJ0190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0190_STAMPING: B 306 1983
 QJ0190_MARK LOGO: NGS
 QJ0190_PROJECTION: FLUSH
 QJ0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0190+STABILITY: POSITION/ELEVATION WELL
 QJ0190_ROD/PIPE-DEPTH: 7.71 meters
 QJ0190_SLEEVE-DEPTH  : 6.09 meters
 QJ0190
 QJ0190  HISTORY     - Date     Condition        Report By
 QJ0190  HISTORY     - 1983     MONUMENTED       NGS
 QJ0190
 QJ0190                          STATION DESCRIPTION
 QJ0190
 QJ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0190'14.7 KM (9.15 MI) NW FROM ROGERS CITY.
 QJ0190'1.8 KM (1.1 MI) NORTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0190'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 12.95 KM
 QJ0190'(8.05 MI) NORTHWEST ALONG HIGHWAY 23, SET IN THE LAWN AT THE NORTHWEST
 QJ0190'CORNER OF HAROLD SPENS HOME, 49.68 METERS (163.0 FT) SOUTH OF THE
 QJ0190'CENTERLINE OF THE HIGHWAY, 11.64 METERS (38.2 FT) SOUTHWEST OF A
 QJ0190'POWERLINE POLE NUMBERED HB2-130-12A, 10.42 METERS (34.2 FT)
 QJ0190'WEST-NORTHWEST OF THE CENTER OF THE DOOR AT THE MAIN ENTRANCE TO THE
 QJ0190'HOUSE, AND 2.83 METERS (9.3 FT) NORTH OF THE NORTHWEST CORNER OF THE
 QJ0190'HOUSE AND IN LINE WITH THE WEST FACE.
 QJ0190'THE MARK IS 0.30 M ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0215 ***********************************************************************
 PK0215  DESIGNATION -  B 307
 PK0215  PID         -  PK0215
 PK0215  STATE/COUNTY-  MI/IOSCO
 PK0215  COUNTRY     -  US
 PK0215  USGS QUAD   -  OSCODA (2017)
 PK0215
 PK0215                         *CURRENT SURVEY CONTROL
 PK0215  ______________________________________________________________________
 PK0215* NAD 83(1986) POSITION- 44 29 52.     (N) 083 19 08.     (W)   SCALED
 PK0215* NAVD 88 ORTHO HEIGHT -   178.453 (meters)      585.47  (feet) ADJUSTED
 PK0215  ______________________________________________________________________
 PK0215  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 PK0215  DYNAMIC HEIGHT  -        178.435 (meters)      585.42  (feet) COMP
 PK0215  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 PK0215  OBS GRAVITY     -    980,513.0   (mgal)                       GRAV_OBS
 PK0215
 PK0215  VERT ORDER      -  FIRST     CLASS II
 PK0215
 PK0215.The horizontal coordinates were scaled from a map and have
 PK0215.an estimated accuracy of +/- 6 seconds.
 PK0215
 PK0215.The orthometric height was determined by differential leveling and
 PK0215.adjusted by the NATIONAL GEODETIC SURVEY
 PK0215.in June 1991.
 PK0215
 PK0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0215.GEOID18 height accuracy estimate available here.
 PK0215
 PK0215.Click photographs - Photos may exist for this station.
 PK0215
 PK0215.The dynamic height is computed by dividing the NAVD 88
 PK0215.geopotential number by the normal gravity value computed on the
 PK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0215.degrees latitude (g = 980.6199 gals.).
 PK0215
 PK0215.The modeled gravity was interpolated from observed gravity values.
 PK0215
 PK0215.The observed gravity was obtained from relative gravimeter ties
 PK0215.to the IGSN71 gravity network.
 PK0215
 PK0215;                    North         East    Units  Estimated Accuracy
 PK0215;SPC MI C     -   131,780.    6,083,330.      MT  (+/- 180 meters Scaled)
 PK0215
 PK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK156297(NAD 83)
 PK0215
 PK0215                          SUPERSEDED SURVEY CONTROL
 PK0215
 PK0215.No superseded survey control is available for this station.
 PK0215
 PK0215_MARKER: I = METAL ROD
 PK0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0215_STAMPING: B 307 1983
 PK0215_MARK LOGO: NGS
 PK0215_PROJECTION: FLUSH
 PK0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0215+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0215_ROD/PIPE-DEPTH: 7.31 meters
 PK0215
 PK0215  HISTORY     - Date     Condition        Report By
 PK0215  HISTORY     - 1983     MONUMENTED       NGS
 PK0215  HISTORY     - 20050731 GOOD             USPSQD
 PK0215
 PK0215                          STATION DESCRIPTION
 PK0215
 PK0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0215'8.9 KM (5.55 MI) NORTH FROM OSCODA.
 PK0215'8.9 KM (5.55 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0215'RIVER ROAD IN OSCODA, AT THE JUNCTION OF CHRISTOPHER DRIVE, IN THE
 PK0215'NORTHWEST ANGLE OF THE INTERSECTION, 30.63 METERS (100.5 FT) WEST OF
 PK0215'THE CENTERLINE OF THE HIGHWAY, 10.75 METERS (35.3 FT) NORTH OF THE
 PK0215'APPROXIMATE CENTER OF CHRISTOPHER DRIVE, 2.31 METERS (7.6 FT)
 PK0215'NORTHEAST OF A TELEPHONE JUNCTION BOX, AND 1.70 METERS (5.6 FT) NORTH
 PK0215'OF A POWERLINE POLE WITH SINGLE GUY WIRE.
 PK0215'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0215'THE MARK IS 0.30 M BELOW HIGHWAY.
 PK0215
 PK0215                          STATION RECOVERY (2005)
 PK0215
 PK0215'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0215'WITNESS POST IS BENT IN HALF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0152 ***********************************************************************
 QJ0152  DESIGNATION -  B 308
 QJ0152  PID         -  QJ0152
 QJ0152  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0152  COUNTRY     -  US
 QJ0152  USGS QUAD   -  POSEN (2017)
 QJ0152
 QJ0152                         *CURRENT SURVEY CONTROL
 QJ0152  ______________________________________________________________________
 QJ0152* NAD 83(1986) POSITION- 45 20 05.     (N) 083 38 38.     (W)   SCALED
 QJ0152* NAVD 88 ORTHO HEIGHT -   202.532 (meters)      664.47  (feet) ADJUSTED
 QJ0152  ______________________________________________________________________
 QJ0152  GEOID HEIGHT    -        -36.847 (meters)                     GEOID18
 QJ0152  DYNAMIC HEIGHT  -        202.521 (meters)      664.44  (feet) COMP
 QJ0152  MODELED GRAVITY -    980,557.8   (mgal)                       NAVD 88
 QJ0152
 QJ0152  VERT ORDER      -  FIRST     CLASS II
 QJ0152
 QJ0152.The horizontal coordinates were scaled from a map and have
 QJ0152.an estimated accuracy of +/- 6 seconds.
 QJ0152
 QJ0152.The orthometric height was determined by differential leveling and
 QJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0152.in June 1991.
 QJ0152
 QJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0152.GEOID18 height accuracy estimate available here.
 QJ0152
 QJ0152.Click photographs - Photos may exist for this station.
 QJ0152
 QJ0152.The dynamic height is computed by dividing the NAVD 88
 QJ0152.geopotential number by the normal gravity value computed on the
 QJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0152.degrees latitude (g = 980.6199 gals.).
 QJ0152
 QJ0152.The modeled gravity was interpolated from observed gravity values.
 QJ0152
 QJ0152;                    North         East    Units  Estimated Accuracy
 QJ0152;SPC MI C     -   224,500.    6,056,650.      MT  (+/- 180 meters Scaled)
 QJ0152
 QJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL928235(NAD 83)
 QJ0152
 QJ0152                          SUPERSEDED SURVEY CONTROL
 QJ0152
 QJ0152.No superseded survey control is available for this station.
 QJ0152
 QJ0152_MARKER: DV = VERTICAL CONTROL DISK
 QJ0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0152_SP_SET: HEADWALL OF CULVERT
 QJ0152_STAMPING: B 308 1983
 QJ0152_MARK LOGO: NGS
 QJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0152+STABILITY: SURFACE MOTION
 QJ0152
 QJ0152  HISTORY     - Date     Condition        Report By
 QJ0152  HISTORY     - 1983     MONUMENTED       NGS
 QJ0152  HISTORY     - 20060106 MARK NOT FOUND   MIDT
 QJ0152
 QJ0152                          STATION DESCRIPTION
 QJ0152
 QJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0152'18.8 KM (11.7 MI) SE FROM ROGERS CITY.
 QJ0152'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0152'FROM THE POST OFFICE IN ROGERS CITY, THENCE 13.9 KM (8.65 MI)
 QJ0152'SOUTHEAST ALONG U.S. HIGHWAY 23 AT A CONCRETE CULVERT UNDER THE
 QJ0152'HIGHWAY AND IS SET IN THE WEST END OF THE SOUTH HEADWALL, IS 4.4 KM
 QJ0152'(2.75 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF STATE
 QJ0152'HIGHWAY 65, 8.9 METERS (29.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 QJ0152'23, 50.99 METERS (167.3 FT) WEST OF THE HIGHWAY 23 SOUTH ROAD SIGN,
 QJ0152'19.20 METERS (63.0 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 QJ0152'HIGHWAY 23 NORTH ROAD SIGN, AND 0.6 METER (2.0 FT) SOUTHEAST OF A
 QJ0152'0.18 METER (0.6 FT) DIAMETER WHITE WOODEN POST PROJECTING 0.6 METER
 QJ0152'(2.0 FT).
 QJ0152'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QJ0152
 QJ0152                          STATION RECOVERY (2006)
 QJ0152
 QJ0152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0152'MARK DESTROYED DURING ROAD WIDENING 1987, HEADWALL REMOVED CULVERT
 QJ0152'EXTENDED. MIDT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0246 ***********************************************************************
 PK0246  DESIGNATION -  B 309
 PK0246  PID         -  PK0246
 PK0246  STATE/COUNTY-  MI/ALCONA
 PK0246  COUNTRY     -  US
 PK0246  USGS QUAD   -  BLACK RIVER (2017)
 PK0246
 PK0246                         *CURRENT SURVEY CONTROL
 PK0246  ______________________________________________________________________
 PK0246* NAD 83(1986) POSITION- 44 48 26.     (N) 083 20 51.     (W)   SCALED
 PK0246* NAVD 88 ORTHO HEIGHT -   207.398 (meters)      680.44  (feet) ADJUSTED
 PK0246  ______________________________________________________________________
 PK0246  GEOID HEIGHT    -        -36.072 (meters)                     GEOID18
 PK0246  DYNAMIC HEIGHT  -        207.379 (meters)      680.38  (feet) COMP
 PK0246  MODELED GRAVITY -    980,524.0   (mgal)                       NAVD 88
 PK0246
 PK0246  VERT ORDER      -  FIRST     CLASS II
 PK0246
 PK0246.The horizontal coordinates were scaled from a map and have
 PK0246.an estimated accuracy of +/- 6 seconds.
 PK0246
 PK0246.The orthometric height was determined by differential leveling and
 PK0246.adjusted by the NATIONAL GEODETIC SURVEY
 PK0246.in June 1991.
 PK0246
 PK0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0246.GEOID18 height accuracy estimate available here.
 PK0246
 PK0246.Click photographs - Photos may exist for this station.
 PK0246
 PK0246.The dynamic height is computed by dividing the NAVD 88
 PK0246.geopotential number by the normal gravity value computed on the
 PK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0246.degrees latitude (g = 980.6199 gals.).
 PK0246
 PK0246.The modeled gravity was interpolated from observed gravity values.
 PK0246
 PK0246;                    North         East    Units  Estimated Accuracy
 PK0246;SPC MI C     -   166,140.    6,080,620.      MT  (+/- 180 meters Scaled)
 PK0246
 PK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK143642(NAD 83)
 PK0246
 PK0246                          SUPERSEDED SURVEY CONTROL
 PK0246
 PK0246.No superseded survey control is available for this station.
 PK0246
 PK0246_MARKER: I = METAL ROD
 PK0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0246_STAMPING: B 309 1983
 PK0246_MARK LOGO: NGS
 PK0246_PROJECTION: FLUSH
 PK0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0246+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0246_ROD/PIPE-DEPTH: 9.75 meters
 PK0246
 PK0246  HISTORY     - Date     Condition        Report By
 PK0246  HISTORY     - 1983     MONUMENTED       NGS
 PK0246  HISTORY     - 19960511 GOOD             USPSQD
 PK0246  HISTORY     - 20050829 GOOD             USPSQD
 PK0246  HISTORY     - 20070726 GOOD             INDIV
 PK0246
 PK0246                          STATION DESCRIPTION
 PK0246
 PK0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0246'17.8 KM (11.05 MI) NORT FROM HARRISVILLE.
 PK0246'17.8 KM (11.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0246'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE LEFT,
 PK0246'14.41 METERS (47.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0246'21.98 METERS (72.1 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 PK0246'CEMENT WALL IN THE YARD OF HOUSE NUMBER 5105, 13.84 METERS (45.4 FT)
 PK0246'EAST OF POWERLINE POLE NUMBER 5105, 4.02 METERS (13.2 FT) NORTHWEST OF
 PK0246'A POLE MARKING A TELEPHONE LINE, AND 1.68 METERS (5.5 FT) SOUTH OF A
 PK0246'CLUSTER OF FOUR BEECH TREES.
 PK0246'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 PK0246'THE MARK IS 1.23 M ABOVE HIGHWAY.
 PK0246
 PK0246                          STATION RECOVERY (1996)
 PK0246
 PK0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0246'RECOVERED IN GOOD CONDITION.
 PK0246
 PK0246                          STATION RECOVERY (2005)
 PK0246
 PK0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0246'RECOVERED IN GOOD CONDITION.
 PK0246
 PK0246                          STATION RECOVERY (2007)
 PK0246
 PK0246'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (NQ)
 PK0246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0348 ***********************************************************************
 OJ0348  DESIGNATION -  B 31
 OJ0348  PID         -  OJ0348
 OJ0348  STATE/COUNTY-  MI/TUSCOLA
 OJ0348  COUNTRY     -  US
 OJ0348  USGS QUAD   -  REESE (2017)
 OJ0348
 OJ0348                         *CURRENT SURVEY CONTROL
 OJ0348  ______________________________________________________________________
 OJ0348* NAD 83(2011) POSITION- 43 24 27.54812(N) 083 38 28.61073(W)   ADJUSTED
 OJ0348* NAD 83(2011) ELLIP HT-   165.532 (meters)        (12/17/13)   ADJUSTED
 OJ0348* NAD 83(2011) EPOCH   -  2010.00
 OJ0348* NAVD 88 ORTHO HEIGHT -   199.878 (meters)      655.77  (feet) ADJUSTED
 OJ0348  ______________________________________________________________________
 OJ0348  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 OJ0348  NAD 83(2011) X  -    514,011.900 (meters)                     COMP
 OJ0348  NAD 83(2011) Y  - -4,612,517.109 (meters)                     COMP
 OJ0348  NAD 83(2011) Z  -  4,360,627.501 (meters)                     COMP
 OJ0348  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 OJ0348  DYNAMIC HEIGHT  -        199.836 (meters)      655.63  (feet) COMP
 OJ0348  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 OJ0348
 OJ0348  VERT ORDER      -  SECOND    CLASS I
 OJ0348
 OJ0348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0348  Standards:
 OJ0348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0348  -------------------------------------------------------------------
 OJ0348  NETWORK    0.65   1.71           0.29   0.24   0.87     -0.00960565
 OJ0348  -------------------------------------------------------------------
 OJ0348  Click here for local accuracies and other accuracy information.
 OJ0348
 OJ0348.The horizontal coordinates were established by GPS observations
 OJ0348.and adjusted by the National Geodetic Survey in December 2013.
 OJ0348
 OJ0348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0348.been affixed to the stable North American tectonic plate. See 
 OJ0348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0348
 OJ0348.The horizontal coordinates are valid at the epoch date displayed above
 OJ0348.which is a decimal equivalence of Year/Month/Day.
 OJ0348
 OJ0348.The orthometric height was determined by differential leveling and
 OJ0348.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0348.in October 2019.
 OJ0348
 OJ0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0348.GEOID18 height accuracy estimate available here.
 OJ0348
 OJ0348.Click photographs - Photos may exist for this station.
 OJ0348
 OJ0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0348
 OJ0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0348
 OJ0348.The ellipsoidal height was determined by GPS observations
 OJ0348.and is referenced to NAD 83.
 OJ0348
 OJ0348.The dynamic height is computed by dividing the NAVD 88
 OJ0348.geopotential number by the normal gravity value computed on the
 OJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0348.degrees latitude (g = 980.6199 gals.).
 OJ0348
 OJ0348.The modeled gravity was interpolated from observed gravity values.
 OJ0348
 OJ0348. The following values were computed from the NAD 83(2011) position.
 OJ0348
 OJ0348;                    North         East     Units Scale Factor Converg.
 OJ0348;SPC MI S     -   212,155.060 4,058,752.385   MT  0.99994845   +0 29 37.1
 OJ0348;SPC MI S     -   696,046.78 13,316,116.75   iFT  0.99994845   +0 29 37.1
 OJ0348;UTM  17      - 4,809,474.166   286,137.938   MT  1.00016264   -1 48 56.6
 OJ0348
 OJ0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0348!SPC MI S     -   0.99997404  x   0.99994845  =   0.99992249
 OJ0348!UTM  17      -   0.99997404  x   1.00016264  =   1.00013668
 OJ0348
 OJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8613709474(NAD 83)
 OJ0348
 OJ0348                          SUPERSEDED SURVEY CONTROL
 OJ0348
 OJ0348  ELLIP H (07/17/02)  165.492  (m)                       GP(       ) 4 1
 OJ0348  NAD 83(1994)-  43 24 27.54528(N)    083 38 28.62454(W) AD(       ) 1
 OJ0348  ELLIP H (02/03/97)  165.491  (m)                       GP(       ) 4 1
 OJ0348  NAD 83(1986)-  43 24 27.53760(N)    083 38 28.64420(W) AD(       ) 1
 OJ0348  NAD 83(1986)-  43 24 27.53684(N)    083 38 28.64828(W) AD(       ) 3
 OJ0348  NAVD 88             199.86   (m)          655.7    (f) LEVELING    3  
 OJ0348  NAVD 88 (06/15/91)  199.862  (m)          655.71   (f) SUPERSEDED  1 2
 OJ0348  NGVD 29 (??/??/92)  200.022  (m)          656.24   (f) ADJ UNCH    1 2
 OJ0348  NGVD 29             200.02   (m)          656.2    (f) LEVELING    3  
 OJ0348
 OJ0348.Superseded values are not recommended for survey control.
 OJ0348
 OJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0348.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0348
 OJ0348_MARKER: DB = BENCH MARK DISK
 OJ0348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0348_SP_SET: ABUTMENT
 OJ0348_STAMPING: 656.239 B 31 1930
 OJ0348_MARK LOGO: CGS
 OJ0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0348+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2020
 OJ0348
 OJ0348  HISTORY     - Date     Condition        Report By
 OJ0348  HISTORY     - 1930     MONUMENTED       CGS
 OJ0348  HISTORY     - 1958     GOOD             CGS
 OJ0348  HISTORY     - 19890301 GOOD             NGS
 OJ0348  HISTORY     - 19990529 GOOD             USPSQD
 OJ0348  HISTORY     - 20050714 GOOD             ROWEIN
 OJ0348  HISTORY     - 20090824 GOOD             MIDT
 OJ0348  HISTORY     - 20100714 GOOD             MIDT
 OJ0348  HISTORY     - 20111102 GOOD             WOOLPT
 OJ0348  HISTORY     - 20200612 GOOD             MIDT
 OJ0348
 OJ0348                          STATION DESCRIPTION
 OJ0348
 OJ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OJ0348'3.3 MI NW FROM VASSAR.
 OJ0348'3.0 MILES NORTH AND 3 MILES WEST OF VASSAR, TUSCOLA COUNTY,
 OJ0348'1.7 MILES EAST OF RICHVILLE, T. 12 N., R. 7 E., NEAR COR. SECS
 OJ0348'27, 28, 33 AND 34, 5 RAILS NORTHWEST OF THE CROSSING OF STATE
 OJ0348'HIGHWAY N-46, 421 FEET NORTHWEST OF THE CENTERLINE OF A
 OJ0348'NORTH-SOUTH RAILROAD CROSSING, 141 FEET NORTHWEST OF STATE
 OJ0348'HIGHWAY M-46, 8 FEET SOUTHWEST OF CENTERLINE OF RAILROAD TRACKS,
 OJ0348'IN SOUTHEAST END OF SOUTHWEST HEADWALL.  A STANDARD DISK,
 OJ0348'STAMPED 656.239 B 31 1930.
 OJ0348
 OJ0348                          STATION RECOVERY (1989)
 OJ0348
 OJ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0348'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF VASSAR, 6.1
 OJ0348'KM (3.80 MI) SOUTHEAST OF REESE AND 2.6 KM (1.60 MI) EAST OF
 OJ0348'RICHVILLE.  OWNERSHIP--PENN CENTRAL RAILROAD.
 OJ0348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46 IN
 OJ0348'RICHVILLE, GO EAST ON HIGHWAY 46 FOR 2.56 KM (1.60 MI) TO THE STATION
 OJ0348'ON THE LEFT, JUST BEFORE CROSSING THE PENN CENTRAL RAILROAD.
 OJ0348'THE STATION IS SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 OJ0348'HEADWALL OF A 20 X 40 CONCRETE RAILROAD BRIDGE.  LOCATED 43.0 M
 OJ0348'(141.1 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 46, 1.6 M
 OJ0348'(5.2 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) NORTHWEST OF
 OJ0348'THE SOUTHEAST END OF THE HEADWALL.
 OJ0348'NOTE-THERE IS ROOM TO USE TRIPOD OR TRIVET.
 OJ0348'NOTE-THE RAILROAD IS VERY SELDOM USED.
 OJ0348'DESCRIBED BY E.J. HANSMANN.
 OJ0348
 OJ0348                          STATION RECOVERY (1999)
 OJ0348
 OJ0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0348'RECOVERED IN GOOD CONDITION.
 OJ0348
 OJ0348                          STATION RECOVERY (2005)
 OJ0348
 OJ0348'RECOVERY NOTE BY ROWE INCORPORATED 2005 (IDJ)
 OJ0348'RECOVERED IN GOOD CONDITION.
 OJ0348
 OJ0348                          STATION RECOVERY (2009)
 OJ0348
 OJ0348'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0348'RECOVERED AS DESCRIBED.
 OJ0348
 OJ0348                          STATION RECOVERY (2010)
 OJ0348
 OJ0348'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (GMB)
 OJ0348'RECOVERED AS DESCRIBED.
 OJ0348
 OJ0348                          STATION RECOVERY (2011)
 OJ0348
 OJ0348'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 OJ0348'RECOVERED IN GOOD CONDITION.
 OJ0348
 OJ0348                          STATION RECOVERY (2020)
 OJ0348
 OJ0348'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 OJ0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0093 ***********************************************************************
 QJ0093  DESIGNATION -  B 310
 QJ0093  PID         -  QJ0093
 QJ0093  STATE/COUNTY-  MI/ALPENA
 QJ0093  COUNTRY     -  US
 QJ0093  USGS QUAD   -  ALPENA (2017)
 QJ0093
 QJ0093                         *CURRENT SURVEY CONTROL
 QJ0093  ______________________________________________________________________
 QJ0093* NAD 83(1986) POSITION- 45 02 36.     (N) 083 27 26.     (W)   SCALED
 QJ0093* NAVD 88 ORTHO HEIGHT -   181.183 (meters)      594.43  (feet) ADJUSTED
 QJ0093  ______________________________________________________________________
 QJ0093  GEOID HEIGHT    -        -36.480 (meters)                     GEOID18
 QJ0093  DYNAMIC HEIGHT  -        181.170 (meters)      594.39  (feet) COMP
 QJ0093  MODELED GRAVITY -    980,542.4   (mgal)                       NAVD 88
 QJ0093
 QJ0093  VERT ORDER      -  FIRST     CLASS II
 QJ0093
 QJ0093.The horizontal coordinates were scaled from a map and have
 QJ0093.an estimated accuracy of +/- 6 seconds.
 QJ0093
 QJ0093.The orthometric height was determined by differential leveling and
 QJ0093.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0093.in June 1991.
 QJ0093
 QJ0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0093.GEOID18 height accuracy estimate available here.
 QJ0093
 QJ0093.Click photographs - Photos may exist for this station.
 QJ0093
 QJ0093.The dynamic height is computed by dividing the NAVD 88
 QJ0093.geopotential number by the normal gravity value computed on the
 QJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0093.degrees latitude (g = 980.6199 gals.).
 QJ0093
 QJ0093.The modeled gravity was interpolated from observed gravity values.
 QJ0093
 QJ0093;                    North         East    Units  Estimated Accuracy
 QJ0093;SPC MI C     -   192,270.    6,071,650.      MT  (+/- 180 meters Scaled)
 QJ0093
 QJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK064907(NAD 83)
 QJ0093
 QJ0093                          SUPERSEDED SURVEY CONTROL
 QJ0093
 QJ0093.No superseded survey control is available for this station.
 QJ0093
 QJ0093_MARKER: I = METAL ROD
 QJ0093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0093_STAMPING: B 310 1983
 QJ0093_MARK LOGO: NGS
 QJ0093_PROJECTION: FLUSH
 QJ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0093_ROD/PIPE-DEPTH: 7.31 meters
 QJ0093
 QJ0093  HISTORY     - Date     Condition        Report By
 QJ0093  HISTORY     - 1983     MONUMENTED       NGS
 QJ0093  HISTORY     - 19990515 GOOD             USPSQD
 QJ0093
 QJ0093                          STATION DESCRIPTION
 QJ0093
 QJ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0093'4.0 KM (2.5 MI) SOUTH FROM ALPENA.
 QJ0093'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0093'ALPENA TO THE MARK ON THE RIGHT, 28.31 METERS (92.9 FT) WEST OF THE
 QJ0093'CENTERLINE OF THE HIGHWAY, 26.76 METERS (87.8 FT) NORTH OF A LARGE
 QJ0093'METAL LIGHT POLE IN THE CENTER OF THE DRIVE TO THE ALPENA MALL,
 QJ0093'22.65 METERS (74.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 QJ0093'BUILDING (HOLIDAY STORE), AND 1.04 METERS (3.4 FT) SOUTH OF POWERLINE
 QJ0093'POLE NUMBER S 80.
 QJ0093'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 QJ0093'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0093
 QJ0093                          STATION RECOVERY (1999)
 QJ0093
 QJ0093'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0446 ***********************************************************************
 QK0446  DESIGNATION -  B 311
 QK0446  PID         -  QK0446
 QK0446  STATE/COUNTY-  MI/EMMET
 QK0446  COUNTRY     -  US
 QK0446  USGS QUAD   -  PETOSKEY (2017)
 QK0446
 QK0446                         *CURRENT SURVEY CONTROL
 QK0446  ______________________________________________________________________
 QK0446* NAD 83(1986) POSITION- 45 22 16.     (N) 084 58 01.     (W)   SCALED
 QK0446* NAVD 88 ORTHO HEIGHT -   193.016 (meters)      633.25  (feet) ADJUSTED
 QK0446  ______________________________________________________________________
 QK0446  GEOID HEIGHT    -        -35.199 (meters)                     GEOID18
 QK0446  DYNAMIC HEIGHT  -        193.011 (meters)      633.24  (feet) COMP
 QK0446  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 QK0446
 QK0446  VERT ORDER      -  FIRST     CLASS II
 QK0446
 QK0446.The horizontal coordinates were scaled from a map and have
 QK0446.an estimated accuracy of +/- 6 seconds.
 QK0446
 QK0446.The orthometric height was determined by differential leveling and
 QK0446.adjusted by the NATIONAL GEODETIC SURVEY
 QK0446.in June 1991.
 QK0446
 QK0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0446.GEOID18 height accuracy estimate available here.
 QK0446
 QK0446.Click photographs - Photos may exist for this station.
 QK0446
 QK0446.The dynamic height is computed by dividing the NAVD 88
 QK0446.geopotential number by the normal gravity value computed on the
 QK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0446.degrees latitude (g = 980.6199 gals.).
 QK0446
 QK0446.The modeled gravity was interpolated from observed gravity values.
 QK0446
 QK0446;                    North         East    Units  Estimated Accuracy
 QK0446;SPC MI C     -   228,470.    5,952,980.      MT  (+/- 180 meters Scaled)
 QK0446
 QK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR591261(NAD 83)
 QK0446
 QK0446                          SUPERSEDED SURVEY CONTROL
 QK0446
 QK0446.No superseded survey control is available for this station.
 QK0446
 QK0446_MARKER: I = METAL ROD
 QK0446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0446_STAMPING: B 311 1984
 QK0446_MARK LOGO: NGS
 QK0446_PROJECTION: FLUSH
 QK0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0446+STABILITY: POSITION/ELEVATION WELL
 QK0446_ROD/PIPE-DEPTH: 7.9 meters
 QK0446_SLEEVE-DEPTH  : 3.1 meters
 QK0446
 QK0446  HISTORY     - Date     Condition        Report By
 QK0446  HISTORY     - 1984     MONUMENTED       NGS
 QK0446  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0446  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0446
 QK0446                          STATION DESCRIPTION
 QK0446
 QK0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0446'IN PETOSKEY.
 QK0446'IN PETOSKEY, AT THE STATE BANK AND TRUST COMPANY, IN THE NORTHWEST
 QK0446'CORNER OF MITCHELL AND MADISON STREETS, 13.9 METERS (45.7 FT) NORTH OF
 QK0446'THE CENTERLINE OF MADISON STREET, 12.0 METERS (39.5 FT) SOUTHWEST OF
 QK0446'THE SOUTHEAST CORNER OF THE BANK, 3.6 METERS (11.8 FT) EAST OF A
 QK0446'FLAGPOLE, AND 3.5 METERS (11.5 FT) WEST OF THE WEST CURB OF THE
 QK0446'DRIVE-IN TELLER DRIVEWAY.
 QK0446'THE MARK IS ABOVE LEVEL WITH CENTER OF MADISON ST.
 QK0446
 QK0446                          STATION RECOVERY (2001)
 QK0446
 QK0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0446'MARK NOT FOUND.
 QK0446
 QK0446                          STATION RECOVERY (2001)
 QK0446
 QK0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0476 ***********************************************************************
 QK0476  DESIGNATION -  B 312
 QK0476  PID         -  QK0476
 QK0476  STATE/COUNTY-  MI/CHARLEVOIX
 QK0476  COUNTRY     -  US
 QK0476  USGS QUAD   -  ATWOOD (2017)
 QK0476
 QK0476                         *CURRENT SURVEY CONTROL
 QK0476  ______________________________________________________________________
 QK0476* NAD 83(1986) POSITION- 45 14 34.3    (N) 085 20 48.0    (W)   HD_HELD2
 QK0476* NAVD 88 ORTHO HEIGHT -   231.299 (meters)      758.85  (feet) ADJUSTED
 QK0476  ______________________________________________________________________
 QK0476  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 QK0476  DYNAMIC HEIGHT  -        231.295 (meters)      758.84  (feet) COMP
 QK0476  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QK0476
 QK0476  VERT ORDER      -  FIRST     CLASS II
 QK0476
 QK0476.The horizontal coordinates were established by autonomous hand held GPS
 QK0476.observations and have an estimated accuracy of +/- 10 meters.
 QK0476
 QK0476.The orthometric height was determined by differential leveling and
 QK0476.adjusted by the NATIONAL GEODETIC SURVEY
 QK0476.in June 1991.
 QK0476
 QK0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0476.GEOID18 height accuracy estimate available here.
 QK0476
 QK0476.Click photographs - Photos may exist for this station.
 QK0476
 QK0476.The dynamic height is computed by dividing the NAVD 88
 QK0476.geopotential number by the normal gravity value computed on the
 QK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0476.degrees latitude (g = 980.6199 gals.).
 QK0476
 QK0476.The modeled gravity was interpolated from observed gravity values.
 QK0476
 QK0476;                    North         East    Units  Estimated Accuracy
 QK0476;SPC MI C     -   214,505.    5,923,065.      MT  (+/- 10 meters HH2 GPS)
 QK0476
 QK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2975611259(NAD 83)
 QK0476
 QK0476                          SUPERSEDED SURVEY CONTROL
 QK0476
 QK0476.No superseded survey control is available for this station.
 QK0476
 QK0476_MARKER: F = FLANGE-ENCASED ROD
 QK0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0476_STAMPING: B 312 1984
 QK0476_MARK LOGO: NGS
 QK0476_PROJECTION: FLUSH
 QK0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0476+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 QK0476_ROD/PIPE-DEPTH: 9.1 meters
 QK0476
 QK0476  HISTORY     - Date     Condition        Report By
 QK0476  HISTORY     - 1984     MONUMENTED       NGS
 QK0476  HISTORY     - 20110416 GOOD             GEOCAC
 QK0476  HISTORY     - 20170919 GOOD             INDIV
 QK0476
 QK0476                          STATION DESCRIPTION
 QK0476
 QK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0476'11.2 KM (7.0 MI) SOUTH FROM CHARLEVOIX.
 QK0476'11.2 KM (7.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0476'IN CHARLEVOIX, AT FACULAK ROAD WEST, 36.2 METERS (119.0 FT) WEST OF
 QK0476'THE CENTERLINE OF THE HIGHWAY, 24.4 METERS (80.0 FT) SOUTH OF THE
 QK0476'CENTERLINE OF FACULAK ROAD, 16.7 METERS (55.0 FT) NORTH-NORTHWEST OF A
 QK0476'TELEPHONE JUNCTION BOX, AND 0.3 METER (1.0 FT) EAST OF A WIRE FENCE.
 QK0476'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QK0476'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 QK0476
 QK0476                          STATION RECOVERY (2011)
 QK0476
 QK0476'RECOVERY NOTE BY GEOCACHING 2011 (CYC)
 QK0476'RECOVERED IN GOOD CONDITION.
 QK0476
 QK0476                          STATION RECOVERY (2017)
 QK0476
 QK0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (AS)
 QK0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0367 ***********************************************************************
 PL0367  DESIGNATION -  B 313
 PL0367  PID         -  PL0367
 PL0367  STATE/COUNTY-  MI/ANTRIM
 PL0367  COUNTRY     -  US
 PL0367  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0367
 PL0367                         *CURRENT SURVEY CONTROL
 PL0367  ______________________________________________________________________
 PL0367* NAD 83(1986) POSITION- 44 52 29.0    (N) 085 25 29.3    (W)   HD_HELD2
 PL0367* NAVD 88 ORTHO HEIGHT -   195.047 (meters)      639.92  (feet) ADJUSTED
 PL0367  ______________________________________________________________________
 PL0367  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 PL0367  DYNAMIC HEIGHT  -        195.038 (meters)      639.89  (feet) COMP
 PL0367  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 PL0367
 PL0367  VERT ORDER      -  FIRST     CLASS II
 PL0367
 PL0367.The horizontal coordinates were established by autonomous hand held GPS
 PL0367.observations and have an estimated accuracy of +/- 10 meters.
 PL0367
 PL0367.The orthometric height was determined by differential leveling and
 PL0367.adjusted by the NATIONAL GEODETIC SURVEY
 PL0367.in June 1991.
 PL0367
 PL0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0367.GEOID18 height accuracy estimate available here.
 PL0367
 PL0367.Click photographs - Photos may exist for this station.
 PL0367
 PL0367.The dynamic height is computed by dividing the NAVD 88
 PL0367.geopotential number by the normal gravity value computed on the
 PL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0367.degrees latitude (g = 980.6199 gals.).
 PL0367
 PL0367.The modeled gravity was interpolated from observed gravity values.
 PL0367
 PL0367;                    North         East    Units  Estimated Accuracy
 PL0367;SPC MI C     -   173,676.    5,916,397.      MT  (+/- 10 meters HH2 GPS)
 PL0367
 PL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2441970240(NAD 83)
 PL0367
 PL0367                          SUPERSEDED SURVEY CONTROL
 PL0367
 PL0367.No superseded survey control is available for this station.
 PL0367
 PL0367_MARKER: I = METAL ROD
 PL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0367_STAMPING: B 313 1984
 PL0367_MARK LOGO: NGS
 PL0367_PROJECTION: FLUSH
 PL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0367+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 PL0367_ROD/PIPE-DEPTH: 6.1 meters
 PL0367
 PL0367  HISTORY     - Date     Condition        Report By
 PL0367  HISTORY     - 1984     MONUMENTED       NGS
 PL0367  HISTORY     - 19950528 GOOD             USPSQD
 PL0367  HISTORY     - 19991109 GOOD             USPSQD
 PL0367  HISTORY     - 20030301 GOOD             USPSQD
 PL0367  HISTORY     - 20061124 GOOD             USPSQD
 PL0367
 PL0367                          STATION DESCRIPTION
 PL0367
 PL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0367'3.2 KM (2.0 MI) SW FROM ELK RAPIDS.
 PL0367'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0367'RIVER STREET IN ELK RAPIDS, AT SUNSET SHORE DRIVE LEADING WEST AND THE
 PL0367'CAMELOT MOTEL IN THE SOUTHWEST CORNER, 29.0 METERS (95.2 FT) WEST OF
 PL0367'THE CENTERLINE OF THE HIGHWAY, 6.2 METERS (20.5 FT) SOUTH OF THE
 PL0367'CENTERLINE OF SUNSET SHORE DRIVE, 9.1 METERS (30.0 FT) NORTHWEST OF
 PL0367'THE EAST CORNER OF THE MOTEL, AND 0.8 METER (2.8 FT) EAST OF A
 PL0367'POWERLINE POLE WITH A TRANSFORMER ATTACHED.
 PL0367'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 PL0367
 PL0367                          STATION RECOVERY (1995)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0367'RECOVERED IN GOOD CONDITION.
 PL0367
 PL0367                          STATION RECOVERY (1999)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0367'RECOVERED IN GOOD CONDITION.
 PL0367
 PL0367                          STATION RECOVERY (2003)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 2003 (BFV)
 PL0367'RECOVERED IN GOOD CONDITION.
 PL0367
 PL0367                          STATION RECOVERY (2006)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 2006 (JVS)
 PL0367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0396 ***********************************************************************
 PL0396  DESIGNATION -  B 314
 PL0396  PID         -  PL0396
 PL0396  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0396  COUNTRY     -  US
 PL0396  USGS QUAD   -  GRAWN (2017)
 PL0396
 PL0396                         *CURRENT SURVEY CONTROL
 PL0396  ______________________________________________________________________
 PL0396* NAD 83(1986) POSITION- 44 41 16.     (N) 085 39 16.     (W)   SCALED
 PL0396* NAVD 88 ORTHO HEIGHT -   274.914 (meters)      901.95  (feet) ADJUSTED
 PL0396  ______________________________________________________________________
 PL0396  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 PL0396  DYNAMIC HEIGHT  -        274.888 (meters)      901.86  (feet) COMP
 PL0396  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 PL0396
 PL0396  VERT ORDER      -  FIRST     CLASS II
 PL0396
 PL0396.The horizontal coordinates were scaled from a map and have
 PL0396.an estimated accuracy of +/- 6 seconds.
 PL0396
 PL0396.The orthometric height was determined by differential leveling and
 PL0396.adjusted by the NATIONAL GEODETIC SURVEY
 PL0396.in June 1991.
 PL0396
 PL0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0396.GEOID18 height accuracy estimate available here.
 PL0396
 PL0396.Click photographs - Photos may exist for this station.
 PL0396
 PL0396.The dynamic height is computed by dividing the NAVD 88
 PL0396.geopotential number by the normal gravity value computed on the
 PL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0396.degrees latitude (g = 980.6199 gals.).
 PL0396
 PL0396.The modeled gravity was interpolated from observed gravity values.
 PL0396
 PL0396;                    North         East    Units  Estimated Accuracy
 PL0396;SPC MI C     -   153,170.    5,897,930.      MT  (+/- 180 meters Scaled)
 PL0396
 PL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ066491(NAD 83)
 PL0396
 PL0396                          SUPERSEDED SURVEY CONTROL
 PL0396
 PL0396.No superseded survey control is available for this station.
 PL0396
 PL0396_MARKER: I = METAL ROD
 PL0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0396_STAMPING: B 314 1984
 PL0396_MARK LOGO: NGS
 PL0396_PROJECTION: FLUSH
 PL0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0396_ROD/PIPE-DEPTH: 23.1 meters
 PL0396
 PL0396  HISTORY     - Date     Condition        Report By
 PL0396  HISTORY     - 1984     MONUMENTED       NGS
 PL0396  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 PL0396
 PL0396                          STATION DESCRIPTION
 PL0396
 PL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0396'2.01 KM (1.25 MI) NORTH FROM CHUMS CORNER.
 PL0396'2.01 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0396'STATE HIGHWAY M 37 IN CHUMS CORNER, 21.94 METERS (72.0 FT) EAST OF THE
 PL0396'CENTERLINE OF THE HIGHWAY, 39.62 METERS (130.0 FT) NORTH OF THE
 PL0396'CENTERLINE OF AN EXTENDED EXIT ROAD TO THE SUNDOWNER DRIVE-IN THEATER,
 PL0396'17.06 METERS (56.0 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 PL0396'EAST TO KARLIN MARINE, AND 0.60 METERS (2.0 FT) NORTH OF A POWERLINE
 PL0396'POLE NUMBERED 270.
 PL0396'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 PL0396'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0396
 PL0396                          STATION RECOVERY (1997)
 PL0396
 PL0396'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0290 ***********************************************************************
 OL0290  DESIGNATION -  B 315
 OL0290  PID         -  OL0290
 OL0290  STATE/COUNTY-  MI/MASON
 OL0290  COUNTRY     -  US
 OL0290  USGS QUAD   -  SCOTTVILLE (2017)
 OL0290
 OL0290                         *CURRENT SURVEY CONTROL
 OL0290  ______________________________________________________________________
 OL0290* NAD 83(1986) POSITION- 43 57 16.73   (N) 086 15 35.04   (W)   HD_HELD1
 OL0290* NAVD 88 ORTHO HEIGHT -   206.024 (meters)      675.93  (feet) ADJUSTED
 OL0290  ______________________________________________________________________
 OL0290  GEOID HEIGHT    -        -34.981 (meters)                     GEOID18
 OL0290  DYNAMIC HEIGHT  -        205.988 (meters)      675.81  (feet) COMP
 OL0290  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OL0290
 OL0290  VERT ORDER      -  FIRST     CLASS II
 OL0290
 OL0290.The horizontal coordinates were determined by differentially corrected
 OL0290.hand held GPS observations or other comparable positioning techniques
 OL0290.and have an estimated accuracy of +/- 3 meters.
 OL0290
 OL0290.The orthometric height was determined by differential leveling and
 OL0290.adjusted by the NATIONAL GEODETIC SURVEY
 OL0290.in June 1991.
 OL0290
 OL0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0290.GEOID18 height accuracy estimate available here.
 OL0290
 OL0290.Click photographs - Photos may exist for this station.
 OL0290
 OL0290.The dynamic height is computed by dividing the NAVD 88
 OL0290.geopotential number by the normal gravity value computed on the
 OL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0290.degrees latitude (g = 980.6199 gals.).
 OL0290
 OL0290.The modeled gravity was interpolated from observed gravity values.
 OL0290
 OL0290;                    North         East    Units  Estimated Accuracy
 OL0290;SPC MI C     -    72,668.6   5,848,053.4     MT  (+/- 3 meters HH1 GPS) 
 OL0290
 OL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5939567101(NAD 83)
 OL0290
 OL0290                          SUPERSEDED SURVEY CONTROL
 OL0290
 OL0290.No superseded survey control is available for this station.
 OL0290
 OL0290_MARKER: F = FLANGE-ENCASED ROD
 OL0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0290_STAMPING: B 315 1984
 OL0290_MARK LOGO: NGS
 OL0290_PROJECTION: FLUSH
 OL0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0290+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 OL0290_ROD/PIPE-DEPTH: 17.1 meters
 OL0290
 OL0290  HISTORY     - Date     Condition        Report By
 OL0290  HISTORY     - 1984     MONUMENTED       NGS
 OL0290  HISTORY     - 19961024 GOOD             USPSQD
 OL0290  HISTORY     - 20010815 GOOD             NGS
 OL0290  HISTORY     - 20051013 GOOD             USPSQD
 OL0290  HISTORY     - 20200727 GOOD             MIDT
 OL0290
 OL0290                          STATION DESCRIPTION
 OL0290
 OL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0290'3.1 KM (1.95 MI) WEST FROM CUSTER.
 OL0290'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0290'CUSTER, AT THE INTERSECTION OF TUTTLE ROAD, ALSO 0.3 KM (0.25 MI)
 OL0290'NORTH ALONG MAIN STREET FROM THE POST OFFICE IN SCOTTVILLE, THENCE
 OL0290'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 10, 21.18 METERS (69.5 FT)
 OL0290'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) EAST OF
 OL0290'THE CENTER OF TUTTLE ROAD LEADING SOUTH, 46.81 METERS (153.6 FT)
 OL0290'EAST-NORTHEAST OF THE NORTHEAST CORNER OF GERIS THRIFT SHOP,
 OL0290'5.05 METERS (16.6 FT) SOUTH OF A GUY WIRE ANCHOR, 4.26 METERS
 OL0290'(14.0 FT) EAST OF A GUY WIRE ANCHOR AND 0.76 METERS (2.5 FT) WEST OF A
 OL0290'POWERLINE POLE WITH A TRANSFORMER.  NOTE, DRIVING RATE EXCEEDED, ROD
 OL0290'ANCHORED.
 OL0290'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 OL0290'THE MARK IS 0.60 M ABOVE HIGHWAY.
 OL0290
 OL0290                          STATION RECOVERY (1996)
 OL0290
 OL0290'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0290'RECOVERED IN GOOD CONDITION.
 OL0290
 OL0290                          STATION RECOVERY (2001)
 OL0290
 OL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0290
 OL0290                          STATION RECOVERY (2005)
 OL0290
 OL0290'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0290'RECOVERED IN GOOD CONDITION.
 OL0290
 OL0290                          STATION RECOVERY (2020)
 OL0290
 OL0290'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MP)
 OL0290'THE MARK IS 25 FT (7.6 M) WEST OF THE CENTER OF DARR ROAD, 10 FT (3.0
 OL0290'M) NORTH OF A GUY CABLE, 18 FT (5.5 M) SOUTHEAST OF AN UNDERGROUND BOX
 OL0290'AND 13 FT (4.0 M) EAST OF A GUY CABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0334 ***********************************************************************
 OL0334  DESIGNATION -  B 316
 OL0334  PID         -  OL0334
 OL0334  STATE/COUNTY-  MI/OCEANA
 OL0334  COUNTRY     -  US
 OL0334  USGS QUAD   -  SHELBY (2017)
 OL0334
 OL0334                         *CURRENT SURVEY CONTROL
 OL0334  ______________________________________________________________________
 OL0334* NAD 83(1986) POSITION- 43 37 02.     (N) 086 21 29.     (W)   SCALED
 OL0334* NAVD 88 ORTHO HEIGHT -   254.111 (meters)      833.70  (feet) ADJUSTED
 OL0334  ______________________________________________________________________
 OL0334  GEOID HEIGHT    -        -34.563 (meters)                     GEOID18
 OL0334  DYNAMIC HEIGHT  -        254.061 (meters)      833.53  (feet) COMP
 OL0334  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 OL0334
 OL0334  VERT ORDER      -  FIRST     CLASS II
 OL0334
 OL0334.The horizontal coordinates were scaled from a map and have
 OL0334.an estimated accuracy of +/- 6 seconds.
 OL0334
 OL0334.The orthometric height was determined by differential leveling and
 OL0334.adjusted by the NATIONAL GEODETIC SURVEY
 OL0334.in June 1991.
 OL0334
 OL0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0334.GEOID18 height accuracy estimate available here.
 OL0334
 OL0334.Click photographs - Photos may exist for this station.
 OL0334
 OL0334.The dynamic height is computed by dividing the NAVD 88
 OL0334.geopotential number by the normal gravity value computed on the
 OL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0334.degrees latitude (g = 980.6199 gals.).
 OL0334
 OL0334.The modeled gravity was interpolated from observed gravity values.
 OL0334
 OL0334;                    North         East    Units  Estimated Accuracy
 OL0334;SPC MI S     -   237,090.    3,839,270.      MT  (+/- 180 meters Scaled)
 OL0334
 OL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP517295(NAD 83)
 OL0334
 OL0334                          SUPERSEDED SURVEY CONTROL
 OL0334
 OL0334.No superseded survey control is available for this station.
 OL0334
 OL0334_MARKER: I = METAL ROD
 OL0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0334_STAMPING: B 316 1984
 OL0334_MARK LOGO: NGS
 OL0334_PROJECTION: FLUSH
 OL0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0334+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2007
 OL0334_ROD/PIPE-DEPTH: 17.1 meters
 OL0334
 OL0334  HISTORY     - Date     Condition        Report By
 OL0334  HISTORY     - 1984     MONUMENTED       NGS
 OL0334  HISTORY     - 19940820 GOOD             USPSQD
 OL0334  HISTORY     - 20010928 GOOD             USPSQD
 OL0334  HISTORY     - 20041014 GOOD             USPSQD
 OL0334  HISTORY     - 20060725 GOOD             INDIV
 OL0334  HISTORY     - 20070903 GOOD             GEOCAC
 OL0334
 OL0334                          STATION DESCRIPTION
 OL0334
 OL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0334'1.0 KM (0.65 MI) NNE FROM SHELBY.
 OL0334'1.0 KM (0.65 MI) NORTHEAST ALONG STATE STREET (OCEANA HIGHWAY) FROM A
 OL0334'FIVE POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND
 OL0334'STATE STREET IN SHELBY, AT THE SOUTHEAST CORNER OF THE SHELBY HIGH
 OL0334'SCHOOL YARD, 10.66 METERS (35.0 FT) WEST OF THE CENTERLINE OF STATE
 OL0334'STREET (OCEANA HIGHWAY), 29.87 METERS (98.0 FT) WEST-NORTHWEST AND
 OL0334'ACROSS STATE STREET FROM THE NORTHWEST CORNER OF THE CHERRY HILL SUPER
 OL0334'MARKET, 22.86 METERS (75.0 FT) SOUTH OF A TELEPHONE POLE AND A (CATV)
 OL0334'JUNCTION BOX ON THE WEST SIDE OF THE POLE, 0.60 METERS (2.0 FT)
 OL0334'WEST-NORTHWEST OF THE EAST END POST OF A CHAIN LINK FENCE, AND
 OL0334'0.15 METERS (0.5 FT) NORTH OF THE CHAIN LINK FENCE.  NOTE, DRIVING
 OL0334'RATE EXCEEDED AND ANCHORED.
 OL0334'THE MARK IS 0.27 METERS  NE FROM A WITNESS POST.
 OL0334'THE MARK IS 0.15 M BELOW STATE STREET.
 OL0334
 OL0334                          STATION RECOVERY (1994)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2001)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2004)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2006)
 OL0334
 OL0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDG)
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2007)
 OL0334
 OL0334'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OL0334'CATV JUNCTION BOX IMMEDIATELY ADJACENT TO MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0367 ***********************************************************************
 OL0367  DESIGNATION -  B 317
 OL0367  PID         -  OL0367
 OL0367  STATE/COUNTY-  MI/MUSKEGON
 OL0367  COUNTRY     -  US
 OL0367  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0367
 OL0367                         *CURRENT SURVEY CONTROL
 OL0367  ______________________________________________________________________
 OL0367* NAD 83(1986) POSITION- 43 13 15.     (N) 086 15 45.     (W)   SCALED
 OL0367* NAVD 88 ORTHO HEIGHT -   188.974 (meters)      619.99  (feet) ADJUSTED
 OL0367  ______________________________________________________________________
 OL0367  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 OL0367  DYNAMIC HEIGHT  -        188.934 (meters)      619.86  (feet) COMP
 OL0367  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 OL0367
 OL0367  VERT ORDER      -  FIRST     CLASS II
 OL0367
 OL0367.The horizontal coordinates were scaled from a map and have
 OL0367.an estimated accuracy of +/- 6 seconds.
 OL0367
 OL0367.The orthometric height was determined by differential leveling and
 OL0367.adjusted by the NATIONAL GEODETIC SURVEY
 OL0367.in June 1991.
 OL0367
 OL0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0367.GEOID18 height accuracy estimate available here.
 OL0367
 OL0367.Click photographs - Photos may exist for this station.
 OL0367
 OL0367.The dynamic height is computed by dividing the NAVD 88
 OL0367.geopotential number by the normal gravity value computed on the
 OL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0367.degrees latitude (g = 980.6199 gals.).
 OL0367
 OL0367.The modeled gravity was interpolated from observed gravity values.
 OL0367
 OL0367;                    North         East    Units  Estimated Accuracy
 OL0367;SPC MI S     -   192,880.    3,845,990.      MT  (+/- 180 meters Scaled)
 OL0367
 OL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN598856(NAD 83)
 OL0367
 OL0367                          SUPERSEDED SURVEY CONTROL
 OL0367
 OL0367.No superseded survey control is available for this station.
 OL0367
 OL0367_MARKER: F = FLANGE-ENCASED ROD
 OL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0367_STAMPING: B 317 1984
 OL0367_MARK LOGO: NGS
 OL0367_PROJECTION: RECESSED 5 CENTIMETERS
 OL0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0367+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 OL0367_ROD/PIPE-DEPTH: 20.9 meters
 OL0367
 OL0367  HISTORY     - Date     Condition        Report By
 OL0367  HISTORY     - 1984     MONUMENTED       NGS
 OL0367  HISTORY     - 19940728 GOOD             USPSQD
 OL0367  HISTORY     - 20120906 GOOD             MIDT
 OL0367  HISTORY     - 20140620 GOOD             NGS
 OL0367  HISTORY     - 20170619 GOOD             USACE
 OL0367
 OL0367                          STATION DESCRIPTION
 OL0367
 OL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0367'IN MUSKEGON.
 OL0367'IN MUSKEGON, LOCATED AT THE INTERSECTION OF HENRY STREET AND WEST
 OL0367'LARCH AVENUE, WHICH IS ONE BLOCK NORTH OF LAKETON AVENUE, 11.52 METERS
 OL0367'(37.8 FT) SOUTH OF THE CENTER OF WEST LARCH AVENUE, 11.46 METERS
 OL0367'(37.6 FT) EAST OF THE CENTER OF HENRY STREET, 3.47 METERS (11.4 FT)
 OL0367'WEST-SOUTHWEST OF THE WEST RAIL OF THE CHESAPEAKE AND OHIO RAILROAD
 OL0367'TRACKS, 0.67 METERS (2.2 FT) WEST-NORTHWEST OF A TELEPHONE POLE, AND
 OL0367'0.70 METERS (2.3 FT) EAST OF A GUY WIRE ANCHOR.  NOTE, DRIVEN TO
 OL0367'REFUSAL AND ANCHORED.
 OL0367'THE MARK IS 0.67 METERS  ENE FROM A WITNESS POST.
 OL0367'THE MARK IS ABOVE LEVEL WITH STREET.
 OL0367
 OL0367                          STATION RECOVERY (1994)
 OL0367
 OL0367'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0367'RECOVERED IN GOOD CONDITION.
 OL0367
 OL0367                          STATION RECOVERY (2012)
 OL0367
 OL0367'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JGB)
 OL0367'RECOVERED IN GOOD CONDITION.
 OL0367
 OL0367                          STATION RECOVERY (2014)
 OL0367
 OL0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2014 (JDR)
 OL0367'RECOVERED AS DESCRIBED.
 OL0367
 OL0367                          STATION RECOVERY (2017)
 OL0367
 OL0367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 OL0367'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0415 ***********************************************************************
 PL0415  DESIGNATION -  B 318
 PL0415  PID         -  PL0415
 PL0415  STATE/COUNTY-  MI/MANISTEE
 PL0415  COUNTRY     -  US
 PL0415  USGS QUAD   -  COPEMISH (2017)
 PL0415
 PL0415                         *CURRENT SURVEY CONTROL
 PL0415  ______________________________________________________________________
 PL0415* NAD 83(1986) POSITION- 44 29 02.     (N) 085 55 42.     (W)   SCALED
 PL0415* NAVD 88 ORTHO HEIGHT -   244.307 (meters)      801.53  (feet) ADJUSTED
 PL0415  ______________________________________________________________________
 PL0415  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 PL0415  DYNAMIC HEIGHT  -        244.277 (meters)      801.43  (feet) COMP
 PL0415  MODELED GRAVITY -    980,487.2   (mgal)                       NAVD 88
 PL0415  OBS GRAVITY     -    980,490.3   (mgal)                       GRAV_OBS
 PL0415
 PL0415  VERT ORDER      -  FIRST     CLASS II
 PL0415
 PL0415.The horizontal coordinates were scaled from a map and have
 PL0415.an estimated accuracy of +/- 6 seconds.
 PL0415
 PL0415.The orthometric height was determined by differential leveling and
 PL0415.adjusted by the NATIONAL GEODETIC SURVEY
 PL0415.in June 1991.
 PL0415
 PL0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0415.GEOID18 height accuracy estimate available here.
 PL0415
 PL0415.Click photographs - Photos may exist for this station.
 PL0415
 PL0415.The dynamic height is computed by dividing the NAVD 88
 PL0415.geopotential number by the normal gravity value computed on the
 PL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0415.degrees latitude (g = 980.6199 gals.).
 PL0415
 PL0415.The modeled gravity was interpolated from observed gravity values.
 PL0415
 PL0415.The observed gravity was obtained from relative gravimeter ties
 PL0415.to the IGSN71 gravity network.
 PL0415
 PL0415;                    North         East    Units  Estimated Accuracy
 PL0415;SPC MI C     -   130,900.    5,875,780.      MT  (+/- 180 meters Scaled)
 PL0415
 PL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ852261(NAD 83)
 PL0415
 PL0415                          SUPERSEDED SURVEY CONTROL
 PL0415
 PL0415.No superseded survey control is available for this station.
 PL0415
 PL0415_MARKER: I = METAL ROD
 PL0415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0415_STAMPING: B 318 1984
 PL0415_MARK LOGO: NGS
 PL0415_PROJECTION: FLUSH
 PL0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0415+STABILITY: POSITION/ELEVATION WELL
 PL0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0415+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 PL0415_ROD/PIPE-DEPTH: 24.4 meters
 PL0415_SLEEVE-DEPTH  : 3.0 meters
 PL0415
 PL0415  HISTORY     - Date     Condition        Report By
 PL0415  HISTORY     - 1984     MONUMENTED       NGS
 PL0415  HISTORY     - 19961023 GOOD             USPSQD
 PL0415  HISTORY     - 20010331 GOOD             NGS
 PL0415  HISTORY     - 20020820 GOOD             INDIV
 PL0415
 PL0415                          STATION DESCRIPTION
 PL0415
 PL0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0415'IN COPEMISH.
 PL0415'IN COPEMISH, ABOUT ONE BLOCK SOUTHWEST OF HIGHWAY M 115 ON SPRINGDALE
 PL0415'ROAD, AT THE SOUTHEAST CORNER AND IN THE LAWN OF THE SAINT RAPHAELS
 PL0415'CATHOLIC CHURCH, 25.9 METERS (85.0 FT) NORTH-NORTHWEST OF THE
 PL0415'CENTERLINE OF SPRINGDALE ROAD, 6.6 METERS (21.6 FT) EAST-SOUTHEAST OF
 PL0415'THE SOUTHEAST CORNER OF THE CHURCH, 1.8 METERS (16.0 FT)
 PL0415'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE ASPHALT PARKING LOT,
 PL0415'20.1 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 PL0415'EAST ENTRANCE SIDEWALK TO THE CHURCH, 2.0 METERS (6.4 FT)
 PL0415'NORTH-NORTHWEST OF A TWO FEET HIGH SHRUB PINE, 2.1 METERS (7.0 FT)
 PL0415'NORTHEAST OF A TWO FEET HIGH SHRUB PINE, AND 4.9 METERS (16.0 FT)
 PL0415'SOUTHEAST OF A FOUR INCH BLUE SPRUCE TREE.
 PL0415'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 PL0415
 PL0415                          STATION RECOVERY (1996)
 PL0415
 PL0415'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0415'RECOVERED IN GOOD CONDITION.
 PL0415
 PL0415                          STATION RECOVERY (2001)
 PL0415
 PL0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 PL0415
 PL0415                          STATION RECOVERY (2002)
 PL0415
 PL0415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PGB)
 PL0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0417 ***********************************************************************
 NG0417  DESIGNATION -  B 319
 NG0417  PID         -  NG0417
 NG0417  STATE/COUNTY-  MI/ALLEGAN
 NG0417  COUNTRY     -  US
 NG0417  USGS QUAD   -  HAMILTON WEST (2017)
 NG0417
 NG0417                         *CURRENT SURVEY CONTROL
 NG0417  ______________________________________________________________________
 NG0417* NAD 83(1986) POSITION- 42 44 51.     (N) 086 05 47.     (W)   SCALED
 NG0417* NAVD 88 ORTHO HEIGHT -   206.976 (meters)      679.05  (feet) ADJUSTED
 NG0417  ______________________________________________________________________
 NG0417  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 NG0417  DYNAMIC HEIGHT  -        206.925 (meters)      678.89  (feet) COMP
 NG0417  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 NG0417
 NG0417  VERT ORDER      -  FIRST     CLASS II
 NG0417
 NG0417.The horizontal coordinates were scaled from a map and have
 NG0417.an estimated accuracy of +/- 6 seconds.
 NG0417
 NG0417.The orthometric height was determined by differential leveling and
 NG0417.adjusted by the NATIONAL GEODETIC SURVEY
 NG0417.in June 1991.
 NG0417
 NG0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0417.GEOID18 height accuracy estimate available here.
 NG0417
 NG0417.Click photographs - Photos may exist for this station.
 NG0417
 NG0417.The dynamic height is computed by dividing the NAVD 88
 NG0417.geopotential number by the normal gravity value computed on the
 NG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0417.degrees latitude (g = 980.6199 gals.).
 NG0417
 NG0417.The modeled gravity was interpolated from observed gravity values.
 NG0417
 NG0417;                    North         East    Units  Estimated Accuracy
 NG0417;SPC MI S     -   140,020.    3,858,400.      MT  (+/- 180 meters Scaled)
 NG0417
 NG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN739331(NAD 83)
 NG0417
 NG0417                          SUPERSEDED SURVEY CONTROL
 NG0417
 NG0417.No superseded survey control is available for this station.
 NG0417
 NG0417_MARKER: I = METAL ROD
 NG0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0417_STAMPING: B 319 1984
 NG0417_MARK LOGO: NGS
 NG0417_PROJECTION: FLUSH
 NG0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0417_ROD/PIPE-DEPTH: 10.6 meters
 NG0417
 NG0417  HISTORY     - Date     Condition        Report By
 NG0417  HISTORY     - 1984     MONUMENTED       NGS
 NG0417  HISTORY     - 1988     GOOD             USPSQD
 NG0417
 NG0417                          STATION DESCRIPTION
 NG0417
 NG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0417'4.8 KM (3.0 MI) SOUTH FROM HOLLAND.
 NG0417'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL IN
 NG0417'HOLLAND, THENCE 1.8 KM (1.0 MI) SOUTHEAST ALONG STATE STREET, THENCE
 NG0417'2.4 KM (1.5 MI) SOUTH ALONG LINCOLN AVENUE, AT THE TOP OF A SMALL HILL
 NG0417'AND THE SCHAAP RESIDENCES ON THE WEST SIDE OF THE STREET, 8.07 METERS
 NG0417'(26.5 FT) WEST OF THE CENTERLINE OF LINCOLN AVENUE, 16.21 METERS
 NG0417'(53.2 FT) SOUTH OF THE CENTER OF THE DRIVEWAY LEADING WEST,
 NG0417'3.84 METERS (12.6 FT) SOUTH OF A GUY WIRE ANCHOR, 2.89 METERS (9.5 FT)
 NG0417'SOUTHEAST OF A TELEPHONE JUNCTION BOX, 2.43 METERS (8.0 FT) EAST OF A
 NG0417'GUY WIRE ANCHOR, AND 0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE
 NG0417'WITH A STREET LIGHT ATTACHED.  NOTE, DRIVING RATE 2 1/2 MINUTES PER
 NG0417'FOOT AND ROD ANCHORED.
 NG0417'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NG0417'THE MARK IS 0.15 M BELOW LINCOLN AVENUE.
 NG0417
 NG0417                          STATION RECOVERY (1988)
 NG0417
 NG0417'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0414 ***********************************************************************
 NE0414  DESIGNATION -  B 32
 NE0414  PID         -  NE0414
 NE0414  STATE/COUNTY-  MI/OAKLAND
 NE0414  COUNTRY     -  US
 NE0414  USGS QUAD   -  ROCHESTER (2017)
 NE0414
 NE0414                         *CURRENT SURVEY CONTROL
 NE0414  ______________________________________________________________________
 NE0414* NAD 83(1986) POSITION- 42 43 53.     (N) 083 09 41.     (W)   SCALED
 NE0414* NAVD 88 ORTHO HEIGHT -   256.416 (meters)      841.26  (feet) ADJUSTED
 NE0414  ______________________________________________________________________
 NE0414  GEOID HEIGHT    -        -34.710 (meters)                     GEOID18
 NE0414  DYNAMIC HEIGHT  -        256.337 (meters)      841.00  (feet) COMP
 NE0414  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 NE0414
 NE0414  VERT ORDER      -  FIRST     CLASS II
 NE0414
 NE0414.The horizontal coordinates were scaled from a map and have
 NE0414.an estimated accuracy of +/- 6 seconds.
 NE0414
 NE0414.The orthometric height was determined by differential leveling and
 NE0414.adjusted by the NATIONAL GEODETIC SURVEY
 NE0414.in June 1991.
 NE0414
 NE0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0414.GEOID18 height accuracy estimate available here.
 NE0414
 NE0414.Click photographs - Photos may exist for this station.
 NE0414
 NE0414.The dynamic height is computed by dividing the NAVD 88
 NE0414.geopotential number by the normal gravity value computed on the
 NE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0414.degrees latitude (g = 980.6199 gals.).
 NE0414
 NE0414.The modeled gravity was interpolated from observed gravity values.
 NE0414
 NE0414;                    North         East    Units  Estimated Accuracy
 NE0414;SPC MI S     -   137,490.    4,098,690.      MT  (+/- 180 meters Scaled)
 NE0414
 NE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH230332(NAD 83)
 NE0414
 NE0414                          SUPERSEDED SURVEY CONTROL
 NE0414
 NE0414  NGVD 29 (??/??/92)  256.544  (m)          841.68   (f) ADJ UNCH    1 2
 NE0414
 NE0414.Superseded values are not recommended for survey control.
 NE0414
 NE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0414.See file dsdata.pdf to determine how the superseded data were derived.
 NE0414
 NE0414_MARKER: DB = BENCH MARK DISK
 NE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0414_STAMPING: 841.678 B 32 1930
 NE0414_MARK LOGO: CGS
 NE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0414+STABILITY: SURFACE MOTION
 NE0414
 NE0414  HISTORY     - Date     Condition        Report By
 NE0414  HISTORY     - 1930     MONUMENTED       CGS
 NE0414  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0414
 NE0414                          STATION DESCRIPTION
 NE0414
 NE0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0414'AT GOODISON.
 NE0414'AT GOODISON, OAKLAND COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NE0414'7 RAILS NORTHWEST OF THE STATION, 39 FEET SOUTHWEST OF THE
 NE0414'SOUTHWEST RAIL OF THE MAIN TRACK, AND IN LINE WITH A ROW OF
 NE0414'POLES.  A STANDARD DISK, STAMPED 841.678 B 32 1930 AND SET IN
 NE0414'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0277 ***********************************************************************
 PM0277  DESIGNATION -  B 320
 PM0277  PID         -  PM0277
 PM0277  STATE/COUNTY-  MI/MASON
 PM0277  COUNTRY     -  US
 PM0277  USGS QUAD   -  MANISTEE (2017)
 PM0277
 PM0277                         *CURRENT SURVEY CONTROL
 PM0277  ______________________________________________________________________
 PM0277* NAD 83(1986) POSITION- 44 08 06.     (N) 086 16 46.     (W)   SCALED
 PM0277* NAVD 88 ORTHO HEIGHT -   203.212 (meters)      666.70  (feet) ADJUSTED
 PM0277  ______________________________________________________________________
 PM0277  GEOID HEIGHT    -        -35.048 (meters)                     GEOID18
 PM0277  DYNAMIC HEIGHT  -        203.183 (meters)      666.61  (feet) COMP
 PM0277  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 PM0277
 PM0277  VERT ORDER      -  FIRST     CLASS II
 PM0277
 PM0277.The horizontal coordinates were scaled from a map and have
 PM0277.an estimated accuracy of +/- 6 seconds.
 PM0277
 PM0277.The orthometric height was determined by differential leveling and
 PM0277.adjusted by the NATIONAL GEODETIC SURVEY
 PM0277.in June 1991.
 PM0277
 PM0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0277.GEOID18 height accuracy estimate available here.
 PM0277
 PM0277.Click photographs - Photos may exist for this station.
 PM0277
 PM0277.The dynamic height is computed by dividing the NAVD 88
 PM0277.geopotential number by the normal gravity value computed on the
 PM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0277.degrees latitude (g = 980.6199 gals.).
 PM0277
 PM0277.The modeled gravity was interpolated from observed gravity values.
 PM0277
 PM0277;                    North         East    Units  Estimated Accuracy
 PM0277;SPC MI C     -    92,740.    5,846,940.      MT  (+/- 180 meters Scaled)
 PM0277
 PM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP576871(NAD 83)
 PM0277
 PM0277                          SUPERSEDED SURVEY CONTROL
 PM0277
 PM0277.No superseded survey control is available for this station.
 PM0277
 PM0277_MARKER: I = METAL ROD
 PM0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0277_STAMPING: B 320 1984
 PM0277_MARK LOGO: NGS
 PM0277_PROJECTION: FLUSH
 PM0277_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0277+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 PM0277_ROD/PIPE-DEPTH: 18.3 meters
 PM0277
 PM0277  HISTORY     - Date     Condition        Report By
 PM0277  HISTORY     - 1984     MONUMENTED       NGS
 PM0277  HISTORY     - 19931207 GOOD             MIDT
 PM0277  HISTORY     - 19961118 GOOD             USPSQD
 PM0277  HISTORY     - 20010815 GOOD             NGS
 PM0277  HISTORY     - 20051013 GOOD             USPSQD
 PM0277
 PM0277                          STATION DESCRIPTION
 PM0277
 PM0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0277'13.9 KM (8.6 MI) SOUTH FROM MANISTEE.
 PM0277'13.9 KM (8.6 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0277'MANISTEE, AT THE JUNCTION OF KOENIG ROAD, 10.2 METERS (33.6 FT) EAST
 PM0277'OF THE CENTERLINE OF THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTH OF THE
 PM0277'APPROXIMATE CENTER OF KOENIG ROAD, 1.1 METERS (3.7 FT) SOUTH OF A
 PM0277'POWERLINE POLE, 7.7 METERS (25.3 FT) SOUTH-SOUTHWEST OF A TELEPHONE
 PM0277'JUNCTION BOX, AND 11.9 METERS (39.0 FT) SOUTH OF THE SOUTH END OF A
 PM0277'TEN FEET CONCRETE CULVERT HEADWALL.  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0277'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 PM0277'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PM0277
 PM0277                          STATION RECOVERY (1993)
 PM0277
 PM0277'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JHC)
 PM0277'RECOVERED IN GOOD CONDITION.
 PM0277
 PM0277                          STATION RECOVERY (1996)
 PM0277
 PM0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0277'RECOVERED IN GOOD CONDITION.
 PM0277
 PM0277                          STATION RECOVERY (2001)
 PM0277
 PM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0277
 PM0277                          STATION RECOVERY (2005)
 PM0277
 PM0277'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0423 ***********************************************************************
 PL0423  DESIGNATION -  B 321
 PL0423  PID         -  PL0423
 PL0423  STATE/COUNTY-  MI/MANISTEE
 PL0423  COUNTRY     -  US
 PL0423  USGS QUAD   -  COPEMISH (2017)
 PL0423
 PL0423                         *CURRENT SURVEY CONTROL
 PL0423  ______________________________________________________________________
 PL0423* NAD 83(1986) POSITION- 44 23 02.     (N) 085 58 54.     (W)   SCALED
 PL0423* NAVD 88 ORTHO HEIGHT -   232.172 (meters)      761.72  (feet) ADJUSTED
 PL0423  ______________________________________________________________________
 PL0423  GEOID HEIGHT    -        -34.752 (meters)                     GEOID18
 PL0423  DYNAMIC HEIGHT  -        232.142 (meters)      761.62  (feet) COMP
 PL0423  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 PL0423
 PL0423  VERT ORDER      -  FIRST     CLASS II
 PL0423
 PL0423.The horizontal coordinates were scaled from a map and have
 PL0423.an estimated accuracy of +/- 6 seconds.
 PL0423
 PL0423.The orthometric height was determined by differential leveling and
 PL0423.adjusted by the NATIONAL GEODETIC SURVEY
 PL0423.in June 1991.
 PL0423
 PL0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0423.GEOID18 height accuracy estimate available here.
 PL0423
 PL0423.Click photographs - Photos may exist for this station.
 PL0423
 PL0423.The dynamic height is computed by dividing the NAVD 88
 PL0423.geopotential number by the normal gravity value computed on the
 PL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0423.degrees latitude (g = 980.6199 gals.).
 PL0423
 PL0423.The modeled gravity was interpolated from observed gravity values.
 PL0423
 PL0423;                    North         East    Units  Estimated Accuracy
 PL0423;SPC MI C     -   119,870.    5,871,320.      MT  (+/- 180 meters Scaled)
 PL0423
 PL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ811150(NAD 83)
 PL0423
 PL0423                          SUPERSEDED SURVEY CONTROL
 PL0423
 PL0423.No superseded survey control is available for this station.
 PL0423
 PL0423_MARKER: I = METAL ROD
 PL0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0423_STAMPING: B 321 1984
 PL0423_MARK LOGO: NGS
 PL0423_PROJECTION: FLUSH
 PL0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0423+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PL0423_ROD/PIPE-DEPTH: 26.8 meters
 PL0423
 PL0423  HISTORY     - Date     Condition        Report By
 PL0423  HISTORY     - 1984     MONUMENTED       NGS
 PL0423  HISTORY     - 19961023 GOOD             USPSQD
 PL0423  HISTORY     - 20010331 GOOD             NGS
 PL0423  HISTORY     - 20040424 GOOD             USPSQD
 PL0423
 PL0423                          STATION DESCRIPTION
 PL0423
 PL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0423'3.5 KM (2.2 MI) NE FROM KALEVA.
 PL0423'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PL0423'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMO STREET AND COUNTY
 PL0423'ROAD 669, THENCE 2.5 KM (1.55 MI) EAST ALONG A GRAVEL ROAD, THENCE
 PL0423'0.2 KM (0.1 MI) WEST OF A GRAVEL ROAD LEADING SOUTH, AT A NORTH
 PL0423'DRIVEWAY, 11.3 METERS (37.2 FT) NORTH OF THE CENTERLINE OF THE
 PL0423'HIGHWAY, AND 31.7 METERS (104.0 FT) EAST OF THE CENTER OF THE
 PL0423'DRIVEWAY.
 PL0423'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PL0423'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0423
 PL0423                          STATION RECOVERY (1996)
 PL0423
 PL0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0423'RECOVERED IN GOOD CONDITION.
 PL0423
 PL0423                          STATION RECOVERY (2001)
 PL0423
 PL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0423
 PL0423                          STATION RECOVERY (2004)
 PL0423
 PL0423'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0434 ***********************************************************************
 NG0434  DESIGNATION -  B 322
 NG0434  PID         -  NG0434
 NG0434  STATE/COUNTY-  MI/ALLEGAN
 NG0434  COUNTRY     -  US
 NG0434  USGS QUAD   -  PULLMAN (2017)
 NG0434
 NG0434                         *CURRENT SURVEY CONTROL
 NG0434  ______________________________________________________________________
 NG0434* NAD 83(1986) POSITION- 42 26 46.     (N) 086 05 26.     (W)   SCALED
 NG0434* NAVD 88 ORTHO HEIGHT -   197.077 (meters)      646.58  (feet) ADJUSTED
 NG0434  ______________________________________________________________________
 NG0434  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 NG0434  DYNAMIC HEIGHT  -        197.023 (meters)      646.40  (feet) COMP
 NG0434  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 NG0434
 NG0434  VERT ORDER      -  FIRST     CLASS II
 NG0434
 NG0434.The horizontal coordinates were scaled from a map and have
 NG0434.an estimated accuracy of +/- 6 seconds.
 NG0434
 NG0434.The orthometric height was determined by differential leveling and
 NG0434.adjusted by the NATIONAL GEODETIC SURVEY
 NG0434.in June 1991.
 NG0434
 NG0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0434.GEOID18 height accuracy estimate available here.
 NG0434
 NG0434.Click photographs - Photos may exist for this station.
 NG0434
 NG0434.The dynamic height is computed by dividing the NAVD 88
 NG0434.geopotential number by the normal gravity value computed on the
 NG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0434.degrees latitude (g = 980.6199 gals.).
 NG0434
 NG0434.The modeled gravity was interpolated from observed gravity values.
 NG0434
 NG0434;                    North         East    Units  Estimated Accuracy
 NG0434;SPC MI S     -   106,540.    3,858,200.      MT  (+/- 180 meters Scaled)
 NG0434
 NG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM747997(NAD 83)
 NG0434
 NG0434                          SUPERSEDED SURVEY CONTROL
 NG0434
 NG0434.No superseded survey control is available for this station.
 NG0434
 NG0434_MARKER: I = METAL ROD
 NG0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0434_STAMPING: B 322 1984
 NG0434_MARK LOGO: NGS
 NG0434_PROJECTION: FLUSH
 NG0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0434_ROD/PIPE-DEPTH: 15.8 meters
 NG0434
 NG0434  HISTORY     - Date     Condition        Report By
 NG0434  HISTORY     - 1984     MONUMENTED       NGS
 NG0434
 NG0434                          STATION DESCRIPTION
 NG0434
 NG0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0434'5.6 KM (3.5 MI) NORTH FROM GRAND JUNCTION.
 NG0434'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0434'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0434'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 3.0 KM
 NG0434'(1.9 MI) NORTH ALONG 56TH STREET, ABOUT 0.2 KM (0.1 MI) SOUTH OF THE
 NG0434'INTERSECTION OF 104TH AVENUE, SET BY A POWERLINE POLE WEST OF 56TH
 NG0434'STREET AND ABOUT ONE FOOT BELOW THE RAILROAD TRACKS, 22.79 METERS
 NG0434'(74.8 FT) WEST OF THE CENTER OF 56TH STREET, 14.93 METERS (49.0 FT)
 NG0434'EAST OF THE EAST RAIL, 20.72 METERS (68.0 FT) NORTH OF THE CENTER OF
 NG0434'AN OLD TRACK ROAD WHICH CROSSES THE TRACKS, 12.19 METERS (40.0 FT)
 NG0434'SOUTH OF THE CENTER OF A 40 INCH IN DIAMETER TREE, 11.27 METERS
 NG0434'(37.0 FT) NORTHEAST OF A TELEGRAPH POLE, AND 0.76 METERS (2.5 FT)
 NG0434'NORTH-NORTHEAST OF A POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD
 NG0434'ANCHORED.
 NG0434'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 NG0434'THE MARK IS 0.4 M ABOVE 56TH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0440 ***********************************************************************
 NG0440  DESIGNATION -  B 323
 NG0440  PID         -  NG0440
 NG0440  STATE/COUNTY-  MI/VAN BUREN
 NG0440  COUNTRY     -  US
 NG0440  USGS QUAD   -  PULLMAN (2017)
 NG0440
 NG0440                         *CURRENT SURVEY CONTROL
 NG0440  ______________________________________________________________________
 NG0440* NAD 83(1986) POSITION- 42 24 00.98   (N) 086 01 08.26   (W)   HD_HELD1
 NG0440* NAVD 88 ORTHO HEIGHT -   206.231 (meters)      676.61  (feet) ADJUSTED
 NG0440  ______________________________________________________________________
 NG0440  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 NG0440  DYNAMIC HEIGHT  -        206.174 (meters)      676.42  (feet) COMP
 NG0440  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 NG0440
 NG0440  VERT ORDER      -  FIRST     CLASS II
 NG0440
 NG0440.The horizontal coordinates were determined by differentially corrected
 NG0440.hand held GPS observations or other comparable positioning techniques
 NG0440.and have an estimated accuracy of +/- 3 meters.
 NG0440
 NG0440.The orthometric height was determined by differential leveling and
 NG0440.adjusted by the NATIONAL GEODETIC SURVEY
 NG0440.in June 1991.
 NG0440
 NG0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0440.GEOID18 height accuracy estimate available here.
 NG0440
 NG0440.Click photographs - Photos may exist for this station.
 NG0440
 NG0440.The dynamic height is computed by dividing the NAVD 88
 NG0440.geopotential number by the normal gravity value computed on the
 NG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0440.degrees latitude (g = 980.6199 gals.).
 NG0440
 NG0440.The modeled gravity was interpolated from observed gravity values.
 NG0440
 NG0440;                    North         East    Units  Estimated Accuracy
 NG0440;SPC MI S     -   101,334.9   3,863,984.0     MT  (+/- 3 meters HH1 GPS) 
 NG0440
 NG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8073694685(NAD 83)
 NG0440
 NG0440                          SUPERSEDED SURVEY CONTROL
 NG0440
 NG0440  NGVD 29 (01/19/93)  206.371  (m)          677.07   (f) ADJUSTED    1 2
 NG0440
 NG0440.Superseded values are not recommended for survey control.
 NG0440
 NG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0440.See file dsdata.pdf to determine how the superseded data were derived.
 NG0440
 NG0440_MARKER: F = FLANGE-ENCASED ROD
 NG0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0440_STAMPING: B 323 1984
 NG0440_MARK LOGO: NGS
 NG0440_PROJECTION: RECESSED 5 CENTIMETERS
 NG0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0440+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2021
 NG0440_ROD/PIPE-DEPTH: 24.4 meters
 NG0440
 NG0440  HISTORY     - Date     Condition        Report By
 NG0440  HISTORY     - 1984     MONUMENTED       NGS
 NG0440  HISTORY     - 20000816 GOOD             MI-159
 NG0440  HISTORY     - 20211006 GOOD             MIDT
 NG0440
 NG0440                          STATION DESCRIPTION
 NG0440
 NG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0440'4.6 KM (2.85 MI) EAST FROM GRAND JUNCTION.
 NG0440'4.6 KM (2.85 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NG0440'IN GRAND JUNCTION, 56.4 M (185.0 FT) SOUTH OF THE CENTERLINE OF THE
 NG0440'ROAD, 18.6 M (61.0 FT) WEST OF A UTILITY POLE, 6.4 M (21.0 FT) WEST OF
 NG0440'THE CENTER OF 48-1/2 STREET, AND 0.2 M (0.7 FT) NORTH-NORTHWEST OF A
 NG0440'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0440'LOGO CAP.
 NG0440'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NG0440'THE MARK IS 0.2 M BELOW THE STREET.
 NG0440
 NG0440                          STATION RECOVERY (2000)
 NG0440
 NG0440'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0440'NOT GOOD FOR GPS.
 NG0440
 NG0440                          STATION RECOVERY (2021)
 NG0440
 NG0440'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NG0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0615 ***********************************************************************
 RM0615  DESIGNATION -  B 324
 RM0615  PID         -  RM0615
 RM0615  STATE/COUNTY-  MI/GOGEBIC
 RM0615  COUNTRY     -  US
 RM0615  USGS QUAD   -  BESSEMER (2017)
 RM0615
 RM0615                         *CURRENT SURVEY CONTROL
 RM0615  ______________________________________________________________________
 RM0615* NAD 83(1986) POSITION- 46 28 23.01   (N) 090 07 25.81   (W)   HD_HELD1
 RM0615* NAVD 88 ORTHO HEIGHT -   456.246 (meters)     1496.87  (feet) ADJUSTED
 RM0615  ______________________________________________________________________
 RM0615  GEOID HEIGHT    -        -30.673 (meters)                     GEOID18
 RM0615  DYNAMIC HEIGHT  -        456.263 (meters)     1496.92  (feet) COMP
 RM0615  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 RM0615
 RM0615  VERT ORDER      -  FIRST     CLASS II
 RM0615
 RM0615.The horizontal coordinates were determined by differentially corrected
 RM0615.hand held GPS observations or other comparable positioning techniques
 RM0615.and have an estimated accuracy of +/- 3 meters.
 RM0615
 RM0615.The orthometric height was determined by differential leveling and
 RM0615.adjusted by the NATIONAL GEODETIC SURVEY
 RM0615.in June 1991.
 RM0615
 RM0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0615.GEOID18 height accuracy estimate available here.
 RM0615
 RM0615.Click photographs - Photos may exist for this station.
 RM0615
 RM0615.The dynamic height is computed by dividing the NAVD 88
 RM0615.geopotential number by the normal gravity value computed on the
 RM0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0615.degrees latitude (g = 980.6199 gals.).
 RM0615
 RM0615.The modeled gravity was interpolated from observed gravity values.
 RM0615
 RM0615;                    North         East    Units  Estimated Accuracy
 RM0615;SPC MI N     -   192,529.7   7,760,171.9     MT  (+/- 3 meters HH1 GPS) 
 RM0615
 RM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2079750629(NAD 83)
 RM0615
 RM0615                          SUPERSEDED SURVEY CONTROL
 RM0615
 RM0615  NAVD 88 (03/19/14)  456.286  (m)         1497.00   (f) SUPERSEDED  2 1
 RM0615
 RM0615.Superseded values are not recommended for survey control.
 RM0615
 RM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0615.See file dsdata.pdf to determine how the superseded data were derived.
 RM0615
 RM0615_MARKER: DV = VERTICAL CONTROL DISK
 RM0615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RM0615+WITH SETTING: INFORMATION.
 RM0615_STAMPING: B 324 1985
 RM0615_MARK LOGO: NGS
 RM0615_PROJECTION: FLUSH
 RM0615_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0615+STABILITY: SURFACE MOTION
 RM0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0615+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0615_ROD/PIPE-DEPTH: 1.8 meters
 RM0615
 RM0615  HISTORY     - Date     Condition        Report By
 RM0615  HISTORY     - 1985     MONUMENTED       NGS
 RM0615  HISTORY     - 1989     GOOD             USPSQD
 RM0615  HISTORY     - 19970630 GOOD             MIDT
 RM0615  HISTORY     - 20000821 GOOD             MIDT
 RM0615  HISTORY     - 20030822 GOOD             USPSQD
 RM0615  HISTORY     - 20040801 GOOD             USPSQD
 RM0615  HISTORY     - 20130829 GOOD             WIDT
 RM0615  HISTORY     - 20180725 GOOD             WIDT
 RM0615
 RM0615                          STATION DESCRIPTION
 RM0615
 RM0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0615'4.2 KM (2.6 MI) EAST FROM IRONWOOD.
 RM0615'4.2 KM (2.6 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 RM0615'LOWELL STREET IN IRONWOOD, OR 5.7 KM (3.55 MI) WESTERLY ALONG U.S.
 RM0615'HIGHWAY 2 FROM THE JOHNSTON HIGH SCHOOL IN BESSEMER, 70.2 M (230.3 FT)
 RM0615'EAST OF THE CENTER OF SECTION 12 ROAD, 24.8 M (81.4 FT) NORTH OF THE
 RM0615'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 1.9 M (6.2 FT)
 RM0615'EAST OF A UTILITY POLE WITH TWO GUY WIRES. NOTE--ACCESS TO DATUM POINT
 RM0615'IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0615'THE MARK IS 1.9 METERS  E FROM  A WITNESS POST
 RM0615'THE MARK IS 2.1 M BELOW THE HIGHWAY.
 RM0615
 RM0615                          STATION RECOVERY (1989)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0615'RECOVERED IN GOOD CONDITION.
 RM0615
 RM0615                          STATION RECOVERY (1997)
 RM0615
 RM0615'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0615'RECOVERED AS DESCRIBED.  NOTE-MARK IS 2.6 FEET (0.8 M) EAST OF A
 RM0615'UTILITY POLE WITH 2 GUY WIRES AND A PLASTIC WITNESS POST.  (MPR)
 RM0615
 RM0615                          STATION RECOVERY (2000)
 RM0615
 RM0615'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0615'RECOVERED IN GOOD CONDITION.
 RM0615
 RM0615                          STATION RECOVERY (2003)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0615'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET EAST
 RM0615'OF THE SOUTHERNMOST --WOLVERINE NORDIC SKI AREA-- SIGN POST.  IT IS
 RM0615'0.9 M EAST OF UTILITY POLE NUMBER --13-55/65-- AND 0.9 M EAST OF A
 RM0615'WITNESS POST.
 RM0615
 RM0615                          STATION RECOVERY (2004)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0615'RECOVERED IN GOOD CONDITION.
 RM0615
 RM0615                          STATION RECOVERY (2013)
 RM0615
 RM0615'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0615'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS 0.3 M
 RM0615'(1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 RM0615
 RM0615                          STATION RECOVERY (2018)
 RM0615
 RM0615'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1488 ***********************************************************************
 RL1488  DESIGNATION -  B 325
 RL1488  PID         -  RL1488
 RL1488  STATE/COUNTY-  MI/ONTONAGON
 RL1488  COUNTRY     -  US
 RL1488  USGS QUAD   -  TROUT CREEK (2017)
 RL1488
 RL1488                         *CURRENT SURVEY CONTROL
 RL1488  ______________________________________________________________________
 RL1488* NAD 83(1986) POSITION- 46 28 39.     (N) 089 02 01.     (W)   SCALED
 RL1488* NAVD 88 ORTHO HEIGHT -   370.759 (meters)     1216.40  (feet) ADJUSTED
 RL1488  ______________________________________________________________________
 RL1488  GEOID HEIGHT    -        -32.105 (meters)                     GEOID18
 RL1488  DYNAMIC HEIGHT  -        370.768 (meters)     1216.43  (feet) COMP
 RL1488  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 RL1488
 RL1488  VERT ORDER      -  FIRST     CLASS II
 RL1488
 RL1488.The horizontal coordinates were scaled from a map and have
 RL1488.an estimated accuracy of +/- 6 seconds.
 RL1488
 RL1488.The orthometric height was determined by differential leveling and
 RL1488.adjusted by the NATIONAL GEODETIC SURVEY
 RL1488.in June 1991.
 RL1488
 RL1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1488.GEOID18 height accuracy estimate available here.
 RL1488
 RL1488.Click photographs - Photos may exist for this station.
 RL1488
 RL1488.The dynamic height is computed by dividing the NAVD 88
 RL1488.geopotential number by the normal gravity value computed on the
 RL1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1488.degrees latitude (g = 980.6199 gals.).
 RL1488
 RL1488.The modeled gravity was interpolated from observed gravity values.
 RL1488
 RL1488;                    North         East    Units  Estimated Accuracy
 RL1488;SPC MI N     -   190,300.    7,843,860.      MT  (+/- 180 meters Scaled)
 RL1488
 RL1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS438491(NAD 83)
 RL1488
 RL1488                          SUPERSEDED SURVEY CONTROL
 RL1488
 RL1488.No superseded survey control is available for this station.
 RL1488
 RL1488_MARKER: I = METAL ROD
 RL1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1488_STAMPING: B 325 1985
 RL1488_MARK LOGO: NGS
 RL1488_PROJECTION: FLUSH
 RL1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1488+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 RL1488_ROD/PIPE-DEPTH: 7.9 meters
 RL1488
 RL1488  HISTORY     - Date     Condition        Report By
 RL1488  HISTORY     - 1985     MONUMENTED       NGS
 RL1488  HISTORY     - 20100928 GOOD             MIDT
 RL1488
 RL1488                          STATION DESCRIPTION
 RL1488
 RL1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1488'15.5 KM (9.65 MI) EAST FROM BRUCE CROSSING.
 RL1488'15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1488'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 56.4 M (185.0 FT) SOUTHWEST OF
 RL1488'THE CENTER OF MILE WEST ROAD S, 24.7 M (81.0 FT) SOUTHEAST OF THE
 RL1488'CENTERLINE OF THE HIGHWAY, AND 3.2 M (10.5 FT) EAST OF THE WEST END OF
 RL1488'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1488'CAP.
 RL1488'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RL1488'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL1488
 RL1488                          STATION RECOVERY (2010)
 RL1488
 RL1488'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0457 ***********************************************************************
 NG0457  DESIGNATION -  B 326
 NG0457  PID         -  NG0457
 NG0457  STATE/COUNTY-  MI/BERRIEN
 NG0457  COUNTRY     -  US
 NG0457  USGS QUAD   -  BENTON HARBOR (2017)
 NG0457
 NG0457                         *CURRENT SURVEY CONTROL
 NG0457  ______________________________________________________________________
 NG0457* NAD 83(1986) POSITION- 42 06 35.     (N) 086 28 30.     (W)   SCALED
 NG0457* NAVD 88 ORTHO HEIGHT -   189.190 (meters)      620.70  (feet) ADJUSTED
 NG0457  ______________________________________________________________________
 NG0457  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 NG0457  DYNAMIC HEIGHT  -        189.127 (meters)      620.49  (feet) COMP
 NG0457  MODELED GRAVITY -    980,285.9   (mgal)                       NAVD 88
 NG0457
 NG0457  VERT ORDER      -  FIRST     CLASS II
 NG0457
 NG0457.The horizontal coordinates were scaled from a map and have
 NG0457.an estimated accuracy of +/- 6 seconds.
 NG0457
 NG0457.The orthometric height was determined by differential leveling and
 NG0457.adjusted by the NATIONAL GEODETIC SURVEY
 NG0457.in June 1991.
 NG0457
 NG0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0457.GEOID18 height accuracy estimate available here.
 NG0457
 NG0457.Click photographs - Photos may exist for this station.
 NG0457
 NG0457.The dynamic height is computed by dividing the NAVD 88
 NG0457.geopotential number by the normal gravity value computed on the
 NG0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0457.degrees latitude (g = 980.6199 gals.).
 NG0457
 NG0457.The modeled gravity was interpolated from observed gravity values.
 NG0457
 NG0457;                    North         East    Units  Estimated Accuracy
 NG0457;SPC MI S     -    69,910.    3,825,640.      MT  (+/- 180 meters Scaled)
 NG0457
 NG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM434620(NAD 83)
 NG0457
 NG0457                          SUPERSEDED SURVEY CONTROL
 NG0457
 NG0457  NGVD 29 (01/19/93)  189.345  (m)          621.21   (f) ADJUSTED    1 2
 NG0457
 NG0457.Superseded values are not recommended for survey control.
 NG0457
 NG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0457.See file dsdata.pdf to determine how the superseded data were derived.
 NG0457
 NG0457_MARKER: DV = VERTICAL CONTROL DISK
 NG0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0457_SP_SET: BRIDGE ABUTMENT
 NG0457_STAMPING: B 326 1985
 NG0457_MARK LOGO: NGS
 NG0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0457
 NG0457  HISTORY     - Date     Condition        Report By
 NG0457  HISTORY     - 1985     MONUMENTED       NGS
 NG0457  HISTORY     - 20120529 MARK NOT FOUND   MIDT
 NG0457
 NG0457                          STATION DESCRIPTION
 NG0457
 NG0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0457'IN ST JOSEPH.
 NG0457'IN ST JOSEPH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 BUSINESS
 NG0457'AND THE MORRISON CHANNEL, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 NG0457'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 NG0457'CHANNEL, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST
 NG0457'BOUND LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF THE
 NG0457'NORTHWEST END OF THE ABUTMENT.
 NG0457'THE MARK IS 0.5 M ABOVE THE GROUND.
 NG0457
 NG0457                          STATION RECOVERY (2012)
 NG0457
 NG0457'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0457'MOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2179 ***********************************************************************
 ME2179  DESIGNATION -  B 327
 ME2179  PID         -  ME2179
 ME2179  STATE/COUNTY-  MI/BERRIEN
 ME2179  COUNTRY     -  US
 ME2179  USGS QUAD   -  BRIDGMAN (2017)
 ME2179
 ME2179                         *CURRENT SURVEY CONTROL
 ME2179  ______________________________________________________________________
 ME2179* NAD 83(1986) POSITION- 41 53 08.     (N) 086 36 02.     (W)   SCALED
 ME2179* NAVD 88 ORTHO HEIGHT -   195.903 (meters)      642.73  (feet) ADJUSTED
 ME2179  ______________________________________________________________________
 ME2179  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 ME2179  DYNAMIC HEIGHT  -        195.833 (meters)      642.50  (feet) COMP
 ME2179  MODELED GRAVITY -    980,262.0   (mgal)                       NAVD 88
 ME2179
 ME2179  VERT ORDER      -  FIRST     CLASS II
 ME2179
 ME2179.The horizontal coordinates were scaled from a map and have
 ME2179.an estimated accuracy of +/- 6 seconds.
 ME2179
 ME2179.The orthometric height was determined by differential leveling and
 ME2179.adjusted by the NATIONAL GEODETIC SURVEY
 ME2179.in June 1991.
 ME2179
 ME2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2179.GEOID18 height accuracy estimate available here.
 ME2179
 ME2179.Click photographs - Photos may exist for this station.
 ME2179
 ME2179.The dynamic height is computed by dividing the NAVD 88
 ME2179.geopotential number by the normal gravity value computed on the
 ME2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2179.degrees latitude (g = 980.6199 gals.).
 ME2179
 ME2179.The modeled gravity was interpolated from observed gravity values.
 ME2179
 ME2179;                    North         East    Units  Estimated Accuracy
 ME2179;SPC MI S     -    45,290.    3,814,600.      MT  (+/- 180 meters Scaled)
 ME2179
 ME2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM331371(NAD 83)
 ME2179
 ME2179                          SUPERSEDED SURVEY CONTROL
 ME2179
 ME2179  NGVD 29 (01/19/93)  196.029  (m)          643.14   (f) ADJUSTED    1 2
 ME2179
 ME2179.Superseded values are not recommended for survey control.
 ME2179
 ME2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2179.See file dsdata.pdf to determine how the superseded data were derived.
 ME2179
 ME2179_MARKER: DV = VERTICAL CONTROL DISK
 ME2179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2179_SP_SET: BRIDGE ABUTMENT
 ME2179_STAMPING: B 327 1985
 ME2179_MARK LOGO: NGS
 ME2179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2179+STABILITY: POSITION/ELEVATION WELL
 ME2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2179+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 ME2179
 ME2179  HISTORY     - Date     Condition        Report By
 ME2179  HISTORY     - 1985     MONUMENTED       NGS
 ME2179  HISTORY     - 20040616 GOOD             FTCH
 ME2179  HISTORY     - 20160606 POOR             MIDT
 ME2179
 ME2179                          STATION DESCRIPTION
 ME2179
 ME2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2179'14.8 KM (9.2 MI) NE FROM NEW BUFFALO.
 ME2179'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2179'RED ARROW HIGHWAY, THENCE 13.6 KM (8.45 MI) NORTHEASTERLY ALONG
 ME2179'INTERSTATE HIGHWAY 94, IN TOP OF AND 3.8 M (12.5 FT) NORTH OF THE
 ME2179'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE NORTHEAST BOUND LANES
 ME2179'OF THE HIGHWAY OVERPASS OF SAWYER ROAD, AND 11.2 M (36.7 FT) SOUTH OF
 ME2179'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY.
 ME2179'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 ME2179
 ME2179                          STATION RECOVERY (2004)
 ME2179
 ME2179'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 ME2179'RECOVERED AS DESCRIBED
 ME2179
 ME2179                          STATION RECOVERY (2016)
 ME2179
 ME2179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 ME2179'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1466 ***********************************************************************
 RL1466  DESIGNATION -  B 328
 RL1466  PID         -  RL1466
 RL1466  STATE/COUNTY-  MI/BARAGA
 RL1466  COUNTRY     -  US
 RL1466  USGS QUAD   -  NESTORIA (2017)
 RL1466
 RL1466                         *CURRENT SURVEY CONTROL
 RL1466  ______________________________________________________________________
 RL1466* NAD 83(1986) POSITION- 46 34 05.0    (N) 088 15 11.3    (W)   HD_HELD2
 RL1466* NAVD 88 ORTHO HEIGHT -   504.996 (meters)     1656.81  (feet) ADJUSTED
 RL1466  ______________________________________________________________________
 RL1466  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 RL1466  DYNAMIC HEIGHT  -        505.015 (meters)     1656.87  (feet) COMP
 RL1466  MODELED GRAVITY -    980,635.8   (mgal)                       NAVD 88
 RL1466
 RL1466  VERT ORDER      -  FIRST     CLASS II
 RL1466
 RL1466.The horizontal coordinates were established by autonomous hand held GPS
 RL1466.observations and have an estimated accuracy of +/- 10 meters.
 RL1466
 RL1466.The orthometric height was determined by differential leveling and
 RL1466.adjusted by the NATIONAL GEODETIC SURVEY
 RL1466.in June 1991.
 RL1466
 RL1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1466.GEOID18 height accuracy estimate available here.
 RL1466
 RL1466.Click photographs - Photos may exist for this station.
 RL1466
 RL1466.The dynamic height is computed by dividing the NAVD 88
 RL1466.geopotential number by the normal gravity value computed on the
 RL1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1466.degrees latitude (g = 980.6199 gals.).
 RL1466
 RL1466.The modeled gravity was interpolated from observed gravity values.
 RL1466
 RL1466;                    North         East    Units  Estimated Accuracy
 RL1466;SPC MI N     -   199,122.    7,903,938.      MT  (+/- 10 meters HH2 GPS)
 RL1466
 RL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0396457928(NAD 83)
 RL1466
 RL1466                          SUPERSEDED SURVEY CONTROL
 RL1466
 RL1466.No superseded survey control is available for this station.
 RL1466
 RL1466_MARKER: DV = VERTICAL CONTROL DISK
 RL1466_SETTING: 66 = SET IN ROCK OUTCROP
 RL1466_STAMPING: B 328 1985
 RL1466_MARK LOGO: NGS
 RL1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1466+STABILITY: POSITION/ELEVATION WELL
 RL1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1466+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1466
 RL1466  HISTORY     - Date     Condition        Report By
 RL1466  HISTORY     - 1985     MONUMENTED       NGS
 RL1466  HISTORY     - 19990920 GOOD             USPSQD
 RL1466  HISTORY     - 20000710 GOOD             MIDT
 RL1466  HISTORY     - 20060812 GOOD             GEOCAC
 RL1466
 RL1466                          STATION DESCRIPTION
 RL1466
 RL1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1466'23.8 KM (14.8 MI) WEST FROM CHAMPION.
 RL1466'23.8 KM (14.8 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1466'IN CHAMPION, OR 23.8 KM (14.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM
 RL1466'ITS JUNCTION WITH U.S. HIGHWAY 141 IN COVINGTON, IN THE SOUTHWESTERN
 RL1466'1/3 OF AN 8 BY 9 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 19.6 M
 RL1466'(64.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT)
 RL1466'NORTH-NORTHWEST OF A UTILITY POLE.
 RL1466'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RL1466'THE MARK IS 3.6 M ABOVE THE HIGHYWAY.
 RL1466
 RL1466                          STATION RECOVERY (1999)
 RL1466
 RL1466'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1466'RECOVERED IN GOOD CONDITION.
 RL1466
 RL1466                          STATION RECOVERY (2000)
 RL1466
 RL1466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1466'RECOVERED IN GOOD CONDITION.
 RL1466
 RL1466                          STATION RECOVERY (2006)
 RL1466
 RL1466'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0468 ***********************************************************************
 RK0468  DESIGNATION -  B 329
 RK0468  PID         -  RK0468
 RK0468  STATE/COUNTY-  MI/MARQUETTE
 RK0468  COUNTRY     -  US
 RK0468  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0468
 RK0468                         *CURRENT SURVEY CONTROL
 RK0468  ______________________________________________________________________
 RK0468* NAD 83(1986) POSITION- 46 30 23.21   (N) 087 39 16.42   (W)   HD_HELD1
 RK0468* NAVD 88 ORTHO HEIGHT -   449.123 (meters)     1473.50  (feet) ADJUSTED
 RK0468  ______________________________________________________________________
 RK0468  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 RK0468  DYNAMIC HEIGHT  -        449.154 (meters)     1473.60  (feet) COMP
 RK0468  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 RK0468
 RK0468  VERT ORDER      -  FIRST     CLASS II
 RK0468
 RK0468.The horizontal coordinates were determined by differentially corrected
 RK0468.hand held GPS observations or other comparable positioning techniques
 RK0468.and have an estimated accuracy of +/- 3 meters.
 RK0468
 RK0468.The orthometric height was determined by differential leveling and
 RK0468.adjusted by the NATIONAL GEODETIC SURVEY
 RK0468.in June 1991.
 RK0468
 RK0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0468.GEOID18 height accuracy estimate available here.
 RK0468
 RK0468.Click photographs - Photos may exist for this station.
 RK0468
 RK0468.The dynamic height is computed by dividing the NAVD 88
 RK0468.geopotential number by the normal gravity value computed on the
 RK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0468.degrees latitude (g = 980.6199 gals.).
 RK0468
 RK0468.The modeled gravity was interpolated from observed gravity values.
 RK0468
 RK0468;                    North         East    Units  Estimated Accuracy
 RK0468;SPC MI N     -   191,722.2   7,949,765.2     MT  (+/- 3 meters HH1 GPS) 
 RK0468
 RK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4978050527(NAD 83)
 RK0468
 RK0468                          SUPERSEDED SURVEY CONTROL
 RK0468
 RK0468.No superseded survey control is available for this station.
 RK0468
 RK0468_MARKER: F = FLANGE-ENCASED ROD
 RK0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0468_STAMPING: B 329 1985
 RK0468_MARK LOGO: NGS
 RK0468_PROJECTION: FLUSH
 RK0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0468+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 RK0468_ROD/PIPE-DEPTH: 4.6 meters
 RK0468
 RK0468  HISTORY     - Date     Condition        Report By
 RK0468  HISTORY     - 1985     MONUMENTED       NGS
 RK0468  HISTORY     - 19990712 GOOD             MIDT
 RK0468  HISTORY     - 19990922 GOOD             USPSQD
 RK0468  HISTORY     - 20041009 GOOD             USPSQD
 RK0468  HISTORY     - 20060604 GOOD             GEOCAC
 RK0468  HISTORY     - 20090601 GOOD             MIDT
 RK0468  HISTORY     - 20140422 GOOD             MIDT
 RK0468  HISTORY     - 20210601 GOOD             MIDT
 RK0468
 RK0468                          STATION DESCRIPTION
 RK0468
 RK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0468'18.9 KM (11.75 MI) WEST FROM MARQUETTE.
 RK0468'18.9 KM (11.75 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0468'WITH WASHINGTON STREET IN MARQUETTE, 27.2 M (89.2 FT) NORTH OF A FLAG
 RK0468'POLE, 16.8 M (55.1 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST
 RK0468'DRIVEWAY LEADING INTO THE ISHPEMING NATIONAL GUARD ARMORY PARKING LOT,
 RK0468'11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 RK0468'OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHEAST OF A UTILITY POLE.
 RK0468'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0468'THE MARK IS 0.9 METERS  NE FROM  A WITNESS POST
 RK0468'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RK0468
 RK0468                          STATION RECOVERY (1999)
 RK0468
 RK0468'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0468'AT THE ISPHEMING NATIONAL GURAD ARMORY, 20.7 FT S OF THE BACK OF CURB
 RK0468'US-41, 8.9 FT W OF GUY WIRE ANCHOR, ABOUT 1 FT ABOVE LEVEL WITH THE
 RK0468'HIGHWAY 2.49 FT EAST OF THE FACE OF A UTILITY POLE AND WITNESS POST.
 RK0468'
 RK0468'--NOTE--A WATER MAIN HAS BEEN RECENTLY CONSTRUCTED VERY CLOSE TO THE
 RK0468'MARKS LOCATION, PARALELL TO CURB LINE.
 RK0468
 RK0468                          STATION RECOVERY (1999)
 RK0468
 RK0468'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0468'RECOVERED IN GOOD CONDITION.
 RK0468
 RK0468                          STATION RECOVERY (2004)
 RK0468
 RK0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0468'RECOVERED IN GOOD CONDITION.
 RK0468
 RK0468                          STATION RECOVERY (2006)
 RK0468
 RK0468'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0468'RECOVERED IN GOOD CONDITION.
 RK0468
 RK0468                          STATION RECOVERY (2009)
 RK0468
 RK0468'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0468'RECOVERED AS DESCRIBED.
 RK0468
 RK0468                          STATION RECOVERY (2014)
 RK0468
 RK0468'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RK0468'RECENT UNDERGROUND UTILITY WORK COVERED THE 5-INCH LOGO CAP WITH ABOUT
 RK0468'1 FOOT OF SOIL BUT IT APPEARED TO BE UNDISTURBED.  GPS COORDINATES
 RK0468'OBTAINED VIA RTK GPS CORS11 LAT 46D30M23.21362S LONG 087D39M16.41604S
 RK0468
 RK0468                          STATION RECOVERY (2021)
 RK0468
 RK0468'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RK0468'THE MARK IS 6.8 FT (2.1 M) NORTH OF THE ISHPEMING ARMORY PARKING LOT,
 RK0468'3.2 FT (1.0 M) WEST OF A BURIED CABLE POST, 21.2 FT (6.5 M) SOUTH OF
 RK0468'THE BACK OF CURB FOR US41 AND 2.6 FT (0.8 M) EAST OF THE WITNESS POST
 RK0468'AND TELEPHONE POLE.  THE POINT IS ABOUT 6 INCHES (15 CM) BELOW GROUND
 RK0468'LEVEL AND IS UNDER SEVERAL FIST-SIZED ROCKS THAT ARE VISIBLE ON THE
 RK0468'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2166 ***********************************************************************
 ME2166  DESIGNATION -  B 330
 ME2166  PID         -  ME2166
 ME2166  STATE/COUNTY-  MI/BERRIEN
 ME2166  COUNTRY     -  US
 ME2166  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2166
 ME2166                         *CURRENT SURVEY CONTROL
 ME2166  ______________________________________________________________________
 ME2166* NAD 83(1986) POSITION- 41 47 01.     (N) 086 46 06.     (W)   SCALED
 ME2166* NAVD 88 ORTHO HEIGHT -   187.590 (meters)      615.45  (feet) ADJUSTED
 ME2166  ______________________________________________________________________
 ME2166  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 ME2166  DYNAMIC HEIGHT  -        187.521 (meters)      615.23  (feet) COMP
 ME2166  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME2166
 ME2166  VERT ORDER      -  FIRST     CLASS II
 ME2166
 ME2166.The horizontal coordinates were scaled from a map and have
 ME2166.an estimated accuracy of +/- 6 seconds.
 ME2166
 ME2166.The orthometric height was determined by differential leveling and
 ME2166.adjusted by the NATIONAL GEODETIC SURVEY
 ME2166.in June 1991.
 ME2166
 ME2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2166.GEOID18 height accuracy estimate available here.
 ME2166
 ME2166.Click photographs - Photos may exist for this station.
 ME2166
 ME2166.The dynamic height is computed by dividing the NAVD 88
 ME2166.geopotential number by the normal gravity value computed on the
 ME2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2166.degrees latitude (g = 980.6199 gals.).
 ME2166
 ME2166.The modeled gravity was interpolated from observed gravity values.
 ME2166
 ME2166;                    North         East    Units  Estimated Accuracy
 ME2166;SPC MI S     -    34,350.    3,800,360.      MT  (+/- 180 meters Scaled)
 ME2166
 ME2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM192257(NAD 83)
 ME2166
 ME2166                          SUPERSEDED SURVEY CONTROL
 ME2166
 ME2166  NGVD 29 (01/19/93)  187.709  (m)          615.84   (f) ADJUSTED    1 2
 ME2166
 ME2166.Superseded values are not recommended for survey control.
 ME2166
 ME2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2166.See file dsdata.pdf to determine how the superseded data were derived.
 ME2166
 ME2166_MARKER: I = METAL ROD
 ME2166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2166_STAMPING: B 330 1985
 ME2166_MARK LOGO: NGS
 ME2166_PROJECTION: FLUSH
 ME2166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2166_ROD/PIPE-DEPTH: 15.8 meters
 ME2166
 ME2166  HISTORY     - Date     Condition        Report By
 ME2166  HISTORY     - 1985     MONUMENTED       NGS
 ME2166
 ME2166                          STATION DESCRIPTION
 ME2166
 ME2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2166'4.5 KM (2.8 MI) SW FROM NEW BUFFALO.
 ME2166'4.5 KM (2.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2166'WITH RED ARROW HIGHWAY IN NEW BUFFALO, 14.8 M (48.6 FT) SOUTHEAST OF
 ME2166'THE NEAR RAIL OF THE CONRAIL RAILROAD, 12.5 M (41.0 FT) NORTHWEST OF
 ME2166'THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTHWEST OF UTILITY
 ME2166'POLE NUMBER B660.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 ME2166'LOGO CAP.
 ME2166'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 ME2166'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1155 ***********************************************************************
 NF1155  DESIGNATION -  B 331
 NF1155  PID         -  NF1155
 NF1155  STATE/COUNTY-  MI/JACKSON
 NF1155  COUNTRY     -  US
 NF1155  USGS QUAD   -  JACKSON NORTH (2017)
 NF1155
 NF1155                         *CURRENT SURVEY CONTROL
 NF1155  ______________________________________________________________________
 NF1155* NAD 83(1986) POSITION- 42 15 02.82   (N) 084 23 18.36   (W)   HD_HELD1
 NF1155* NAVD 88 ORTHO HEIGHT -   291.311 (meters)      955.74  (feet) ADJUSTED
 NF1155  ______________________________________________________________________
 NF1155  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 NF1155  DYNAMIC HEIGHT  -        291.207 (meters)      955.40  (feet) COMP
 NF1155  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 NF1155
 NF1155  VERT ORDER      -  FIRST     CLASS II
 NF1155
 NF1155.The horizontal coordinates were determined by differentially corrected
 NF1155.hand held GPS observations or other comparable positioning techniques
 NF1155.and have an estimated accuracy of +/- 3 meters.
 NF1155
 NF1155.The orthometric height was determined by differential leveling and
 NF1155.adjusted by the NATIONAL GEODETIC SURVEY
 NF1155.in June 1991.
 NF1155
 NF1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1155.GEOID18 height accuracy estimate available here.
 NF1155
 NF1155.Click photographs - Photos may exist for this station.
 NF1155
 NF1155.The dynamic height is computed by dividing the NAVD 88
 NF1155.geopotential number by the normal gravity value computed on the
 NF1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1155.degrees latitude (g = 980.6199 gals.).
 NF1155
 NF1155.The modeled gravity was interpolated from observed gravity values.
 NF1155
 NF1155;                    North         East    Units  Estimated Accuracy
 NF1155;SPC MI S     -    83,396.0   3,998,203.8     MT  (+/- 3 meters HH1 GPS) 
 NF1155
 NF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1543980923(NAD 83)
 NF1155
 NF1155                          SUPERSEDED SURVEY CONTROL
 NF1155
 NF1155  NGVD 29 (01/19/93)  291.433  (m)          956.14   (f) ADJUSTED    1 2
 NF1155
 NF1155.Superseded values are not recommended for survey control.
 NF1155
 NF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1155.See file dsdata.pdf to determine how the superseded data were derived.
 NF1155
 NF1155_MARKER: F = FLANGE-ENCASED ROD
 NF1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1155_STAMPING: B 331 1985
 NF1155_MARK LOGO: NGS
 NF1155_PROJECTION: FLUSH
 NF1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1155+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2015
 NF1155_ROD/PIPE-DEPTH: 13.4 meters
 NF1155
 NF1155  HISTORY     - Date     Condition        Report By
 NF1155  HISTORY     - 1985     MONUMENTED       NGS
 NF1155  HISTORY     - 19910707 GOOD             USPSQD
 NF1155  HISTORY     - 20010520 GOOD             NGS
 NF1155  HISTORY     - 20050710 GOOD             GEOCAC
 NF1155  HISTORY     - 20150305 GOOD             ADVGEO
 NF1155
 NF1155                          STATION DESCRIPTION
 NF1155
 NF1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1155'IN JACKSON.
 NF1155'IN JACKSON, AT THE INTERSECTION OF SUMMIT STREET AND EAST MICHIGAN
 NF1155'AVENUE, 33.5 M (109.9 FT) WEST OF THE EXTENDED CENTER OF THE STREET,
 NF1155'13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 10.5 M (34.4
 NF1155'FT) EAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1306, AND 0.6 M (2.0
 NF1155'FT) NORTH-NORTHEAST OF THE SOUTH END OF A CHAIN LINK FENCE.
 NF1155'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1155'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 NF1155'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1155
 NF1155                          STATION RECOVERY (1991)
 NF1155
 NF1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1155'RECOVERED IN GOOD CONDITION.
 NF1155
 NF1155                          STATION RECOVERY (2001)
 NF1155
 NF1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1155'RECOVERED AS DESCRIBED.
 NF1155
 NF1155                          STATION RECOVERY (2005)
 NF1155
 NF1155'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1155'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF LOOMIS PARK,
 NF1155'OTHERWISE AS DESCRIBED.
 NF1155
 NF1155                          STATION RECOVERY (2015)
 NF1155
 NF1155'RECOVERY NOTE BY ADVANCED GEOMATICS 2015 (IJK)
 NF1155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7987 ***********************************************************************
 AH7987  DESIGNATION -  B 332
 AH7987  PID         -  AH7987
 AH7987  STATE/COUNTY-  MI/JACKSON
 AH7987  COUNTRY     -  US
 AH7987  USGS QUAD   -  JACKSON NORTH (2017)
 AH7987
 AH7987                         *CURRENT SURVEY CONTROL
 AH7987  ______________________________________________________________________
 AH7987* NAD 83(1986) POSITION- 42 18 35.     (N) 084 24 50.     (W)   SCALED
 AH7987* NAVD 88 ORTHO HEIGHT -   289.964 (meters)      951.32  (feet) ADJUSTED
 AH7987  ______________________________________________________________________
 AH7987  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 AH7987  DYNAMIC HEIGHT  -        289.862 (meters)      950.99  (feet) COMP
 AH7987  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 AH7987
 AH7987  VERT ORDER      -  FIRST     CLASS II
 AH7987
 AH7987.The horizontal coordinates were scaled from a map and have
 AH7987.an estimated accuracy of +/- 6 seconds.
 AH7987
 AH7987.The orthometric height was determined by differential leveling and
 AH7987.adjusted by the NATIONAL GEODETIC SURVEY
 AH7987.in January 2002.
 AH7987
 AH7987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7987.GEOID18 height accuracy estimate available here.
 AH7987
 AH7987.Click photographs - Photos may exist for this station.
 AH7987
 AH7987.The dynamic height is computed by dividing the NAVD 88
 AH7987.geopotential number by the normal gravity value computed on the
 AH7987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7987.degrees latitude (g = 980.6199 gals.).
 AH7987
 AH7987.The modeled gravity was interpolated from observed gravity values.
 AH7987
 AH7987;                    North         East    Units  Estimated Accuracy
 AH7987;SPC MI S     -    89,940.    3,996,110.      MT  (+/- 180 meters Scaled)
 AH7987
 AH7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM131874(NAD 83)
 AH7987
 AH7987                          SUPERSEDED SURVEY CONTROL
 AH7987
 AH7987.No superseded survey control is available for this station.
 AH7987
 AH7987_MARKER: F = FLANGE-ENCASED ROD
 AH7987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7987_STAMPING: B 332 1992
 AH7987_MARK LOGO: NGS
 AH7987_PROJECTION: FLUSH
 AH7987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7987+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 AH7987_ROD/PIPE-DEPTH: 4.6 meters
 AH7987
 AH7987  HISTORY     - Date     Condition        Report By
 AH7987  HISTORY     - 1992     MONUMENTED       NGS
 AH7987  HISTORY     - 20000616 GOOD             NGS
 AH7987  HISTORY     - 20010522 GOOD             NGS
 AH7987  HISTORY     - 20250729 GOOD             MCA
 AH7987
 AH7987                          STATION DESCRIPTION
 AH7987
 AH7987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7987'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7987'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 4.2 KM (2.60 MI)
 AH7987'NORTHERLY ALONG LANCING AVENUE, 30.7 M (100.7 FT) SOUTH OF THE
 AH7987'CENTERLINE OF MORRILL ROAD, 15.5 M (50.9 FT) WEST OF THE AVENUE
 AH7987'CENTERLINE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AH7987'ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7987'THROUGH A 5-INCH LOGO CAP.
 AH7987
 AH7987                          STATION RECOVERY (2000)
 AH7987
 AH7987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7987'RECOVERED AS DESCRIBED.
 AH7987
 AH7987                          STATION RECOVERY (2001)
 AH7987
 AH7987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH7987'RECOVERED IN GOOD CONDITION.
 AH7987
 AH7987                          STATION RECOVERY (2025)
 AH7987
 AH7987'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 AH7987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7943 ***********************************************************************
 AH7943  DESIGNATION -  B 333
 AH7943  PID         -  AH7943
 AH7943  STATE/COUNTY-  MI/IONIA
 AH7943  COUNTRY     -  US
 AH7943  USGS QUAD   -  PORTLAND NORTH (2017)
 AH7943
 AH7943                         *CURRENT SURVEY CONTROL
 AH7943  ______________________________________________________________________
 AH7943* NAD 83(1986) POSITION- 42 52 52.     (N) 084 54 48.     (W)   SCALED
 AH7943* NAVD 88 ORTHO HEIGHT -   234.031 (meters)      767.82  (feet) ADJUSTED
 AH7943  ______________________________________________________________________
 AH7943  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 AH7943  DYNAMIC HEIGHT  -        233.967 (meters)      767.61  (feet) COMP
 AH7943  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 AH7943
 AH7943  VERT ORDER      -  FIRST     CLASS II
 AH7943
 AH7943.The horizontal coordinates were scaled from a map and have
 AH7943.an estimated accuracy of +/- 6 seconds.
 AH7943
 AH7943.The orthometric height was determined by differential leveling and
 AH7943.adjusted by the NATIONAL GEODETIC SURVEY
 AH7943.in January 2002.
 AH7943
 AH7943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7943.GEOID18 height accuracy estimate available here.
 AH7943
 AH7943.Click photographs - Photos may exist for this station.
 AH7943
 AH7943.The dynamic height is computed by dividing the NAVD 88
 AH7943.geopotential number by the normal gravity value computed on the
 AH7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7943.degrees latitude (g = 980.6199 gals.).
 AH7943
 AH7943.The modeled gravity was interpolated from observed gravity values.
 AH7943
 AH7943;                    North         East    Units  Estimated Accuracy
 AH7943;SPC MI S     -   153,560.    3,955,340.      MT  (+/- 180 meters Scaled)
 AH7943
 AH7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN704497(NAD 83)
 AH7943
 AH7943                          SUPERSEDED SURVEY CONTROL
 AH7943
 AH7943.No superseded survey control is available for this station.
 AH7943
 AH7943_MARKER: DV = VERTICAL CONTROL DISK
 AH7943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH7943+WITH SETTING: PAVEMENT
 AH7943_SP_SET: FLAGPOLE FOUNDATION
 AH7943_STAMPING: B 333 1999
 AH7943_MARK LOGO: NGS
 AH7943_PROJECTION: FLUSH
 AH7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7943+STABILITY: SURFACE MOTION
 AH7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7943+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7943_ROD/PIPE-DEPTH: 6.7 meters
 AH7943
 AH7943  HISTORY     - Date     Condition        Report By
 AH7943  HISTORY     - 1999     MONUMENTED       NGS
 AH7943  HISTORY     - 20000616 GOOD             NGS
 AH7943
 AH7943                          STATION DESCRIPTION
 AH7943
 AH7943'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7943'2.3 KM (1.40 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7943'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77), THENCE 0.5 KM
 AH7943'(0.30 MI) NORTHERLY ALONG QUARTERLINE STREET TO THE JUNCTION OF LYONS
 AH7943'ROAD, CONTINUE NORTHWESTERLY ALONG LYONS ROAD FOR 0.8 KM (0.50 MI) TO
 AH7943'THE WESTWOOD ELEMENTARY SCHOOL ON THE LEFT AND MARK IN THE 5 FOOT BY 5
 AH7943'FOOT CONCRETE FOUNDATION FOR A FLAGPOLE, 46.03 M (151.02 FT) SOUTHWEST
 AH7943'OF THE CENTERLINE OF LYONS ROAD, 4.10 M (13.45 FT) SOUTH OF THE
 AH7943'NORTHEAST CORNER OF THE SCHOOL, AND 0.31 M (1.02 FT) NORTH FROM THE
 AH7943'FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF3876 ***********************************************************************
 DF3876  DESIGNATION -  B 333 RESET
 DF3876  PID         -  DF3876
 DF3876  STATE/COUNTY-  MI/IONIA
 DF3876  COUNTRY     -  US
 DF3876  USGS QUAD   -  PORTLAND NORTH (2017)
 DF3876
 DF3876                         *CURRENT SURVEY CONTROL
 DF3876  ______________________________________________________________________
 DF3876* NAD 83(1986) POSITION- 42 52 56.22   (N) 084 54 50.72   (W)   HD_HELD1
 DF3876* NAVD 88 ORTHO HEIGHT -   234.23  (meters)      768.5   (feet) RESET
 DF3876  ______________________________________________________________________
 DF3876  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 DF3876  VERT ORDER      -  THIRD
 DF3876
 DF3876.The horizontal coordinates were determined by differentially corrected
 DF3876.hand held GPS observations or other comparable positioning techniques
 DF3876.and have an estimated accuracy of +/- 3 meters.
 DF3876
 DF3876.The orthometric height was computed from unverified reset data.
 DF3876
 DF3876.No vertical observational check was made to the station.
 DF3876
 DF3876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3876.GEOID18 height accuracy estimate available here.
 DF3876
 DF3876.Click photographs - Photos may exist for this station.
 DF3876
 DF3876;                    North         East    Units  Estimated Accuracy
 DF3876;SPC MI S     -   153,685.8   3,955,282.0     MT  (+/- 3 meters HH1 GPS) 
 DF3876
 DF3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7034649853(NAD 83)
 DF3876
 DF3876                          SUPERSEDED SURVEY CONTROL
 DF3876
 DF3876.No superseded survey control is available for this station.
 DF3876
 DF3876_MARKER: DV = VERTICAL CONTROL DISK
 DF3876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF3876_SP_SET: POWER TRANSFORMER BASE
 DF3876_STAMPING: B 333 RESET 2002
 DF3876_MARK LOGO: NGS
 DF3876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3876+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2024
 DF3876
 DF3876  HISTORY     - Date     Condition        Report By
 DF3876  HISTORY     - 2002     MONUMENTED       NGS
 DF3876  HISTORY     - 20111101 GOOD             GOUFRA
 DF3876  HISTORY     - 20211006 GOOD             MIDT
 DF3876  HISTORY     - 20240612 GOOD             MIDT
 DF3876
 DF3876                          STATION DESCRIPTION
 DF3876
 DF3876'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (RLR)
 DF3876'1.40 MILES (2.25 KM) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 DF3876'JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT 17) , THENCE .030 MILE (0.048
 DF3876'KM) NORTHERLY ALONG QUARTERLINE STREET TO THE JUNCTION OF LYONS ROAD.
 DF3876'CONTINUE NORTHWESTERLY ALONG LYONS ROAD FOR 0.59 MILE (0.95 KM) TO THE
 DF3876'WESTWOOD ELEMENTARY SCHOOL ON THE LEFT AT 883 CROSS STREET.  THE DISK
 DF3876'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR THE MAIN
 DF3876'ELECTRICAL POWER TRANSFORMER BOXES AT THE NORTHEAST CORNER OF THE
 DF3876'SCHOOL BUILDING.  IT IS ABOUT 15 INCHES ABOVE THE SURROUNDING GROUND
 DF3876'LEVEL, 24.8 FEET (7.6 M) WEST FROM THE NORTHEAST CORNER OF SCHOOL
 DF3876'BUILDING, 21.0 FEET (6.4 M) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 DF3876'THE DRIVE AROUND THE NORTH SIDE OF BUILDING, 10.6 FEET (3.2 M)
 DF3876'NORTHWEST FROM THE CENTER OF A SET OF DOUBLE DOORS TO SCHOOL BUILDING
 DF3876'AND 4.4 FEET (1.3 M) NORTHWEST OF THE FACE OF THE SCHOOL.
 DF3876
 DF3876                          STATION RECOVERY (2011)
 DF3876
 DF3876'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 DF3876'1.40 MI (2.3 KM) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 DF3876'JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT 17), THENCE 0.030 MI (0.0 KM)
 DF3876'NORTHERLY ALONG QUARTER LINE STREET TO THE JUNCTION OF LYONS ROAD.
 DF3876'CONTINUE NORTHWESTERLY ALONG LYONS ROAD FOR 0.59 MI (0.9 KM) TO THE
 DF3876'WESTWOOD ELEMENTARY SCHOOL ON THE LEFT AT 883 CROSS STREET.
 DF3876'
 DF3876'THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR THE MAIN
 DF3876'ELECTRICAL POWER TRANSFORMER BOXES AT THE NORTHERLY CORNER OF THE
 DF3876'SCHOOL BUILDING.
 DF3876'
 DF3876'IT IS ABOUT 15 INCHES (38 CM) ABOVE THE SURROUNDING GROUND LEVEL, 20
 DF3876'FT (6.1 M) SOUTHWEST FROM THE NORTHERLY CORNER SCHOOL BUILDING, 21.0
 DF3876'FT (6.4 M) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE DRIVE AROUND
 DF3876'THE NORTHWEST SIDE OF BUILDING, 31 FT (9.4 M) NORTHEAST FROM THE
 DF3876'CENTER OF A SET OF DOUBLE DOORS TO SCHOOL BUILDING AND 4.4 FT (1.3 M)
 DF3876'NORTHWEST OF THE FACE OF THE SCHOOL.
 DF3876
 DF3876                          STATION RECOVERY (2021)
 DF3876
 DF3876'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 DF3876'FOUND AS DESCRIBED.  POSSIBLE GPS-ABLE WITH LEAF OFF.
 DF3876
 DF3876                          STATION RECOVERY (2024)
 DF3876
 DF3876'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DF3876'FOUND AS DESCRIBED.  NEXT TO PORTLAND ELEMENTARY SCHOOL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0490 ***********************************************************************
 NG0490  DESIGNATION -  B 334
 NG0490  PID         -  NG0490
 NG0490  STATE/COUNTY-  MI/VAN BUREN
 NG0490  COUNTRY     -  US
 NG0490  USGS QUAD   -  BANGOR (2017)
 NG0490
 NG0490                         *CURRENT SURVEY CONTROL
 NG0490  ______________________________________________________________________
 NG0490* NAD 83(1986) POSITION- 42 18 30.84   (N) 086 04 28.73   (W)   HD_HELD1
 NG0490* NAVD 88 ORTHO HEIGHT -   216.329 (meters)      709.74  (feet) ADJUSTED
 NG0490  ______________________________________________________________________
 NG0490  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 NG0490  DYNAMIC HEIGHT  -        216.266 (meters)      709.53  (feet) COMP
 NG0490  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 NG0490
 NG0490  VERT ORDER      -  FIRST     CLASS II
 NG0490
 NG0490.The horizontal coordinates were determined by differentially corrected
 NG0490.hand held GPS observations or other comparable positioning techniques
 NG0490.and have an estimated accuracy of +/- 3 meters.
 NG0490
 NG0490.The orthometric height was determined by differential leveling and
 NG0490.adjusted by the NATIONAL GEODETIC SURVEY
 NG0490.in June 1991.
 NG0490
 NG0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0490.GEOID18 height accuracy estimate available here.
 NG0490
 NG0490.Click photographs - Photos may exist for this station.
 NG0490
 NG0490.The dynamic height is computed by dividing the NAVD 88
 NG0490.geopotential number by the normal gravity value computed on the
 NG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0490.degrees latitude (g = 980.6199 gals.).
 NG0490
 NG0490.The modeled gravity was interpolated from observed gravity values.
 NG0490
 NG0490;                    North         East    Units  Estimated Accuracy
 NG0490;SPC MI S     -    91,242.3   3,859,193.9     MT  (+/- 3 meters HH1 GPS) 
 NG0490
 NG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7626484451(NAD 83)
 NG0490
 NG0490                          SUPERSEDED SURVEY CONTROL
 NG0490
 NG0490  NGVD 29 (01/19/93)  216.460  (m)          710.17   (f) ADJUSTED    1 2
 NG0490
 NG0490.Superseded values are not recommended for survey control.
 NG0490
 NG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0490.See file dsdata.pdf to determine how the superseded data were derived.
 NG0490
 NG0490_MARKER: F = FLANGE-ENCASED ROD
 NG0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0490_STAMPING: B 334 1985
 NG0490_MARK LOGO: NGS
 NG0490_PROJECTION: FLUSH
 NG0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0490+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 NG0490_ROD/PIPE-DEPTH: 9.8 meters
 NG0490
 NG0490  HISTORY     - Date     Condition        Report By
 NG0490  HISTORY     - 1985     MONUMENTED       NGS
 NG0490  HISTORY     - 20000724 GOOD             MI-159
 NG0490  HISTORY     - 20060904 GOOD             GEOCAC
 NG0490  HISTORY     - 20200626 GOOD             MIDT
 NG0490
 NG0490                          STATION DESCRIPTION
 NG0490
 NG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0490'18.5 KM (11.5 MI) SOUTH FROM GRAND JUNCTION.
 NG0490'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0490'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 0.2 KM (0.1 MI) WEST
 NG0490'ALONG STATE HIGHWAY 43, 56.4 M (185.0 FT) SOUTHEAST OF THE CENTER OF
 NG0490'THE ENTRANCE INTO THE RIDGEWAY FARMS MARKET, 40.9 M (134.2 FT) SOUTH
 NG0490'OF THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTHEAST OF THE
 NG0490'NORTHEAST CORNER OF THE MARKET, AND 0.8 M (2.6 FT) EAST OF UTILITY
 NG0490'POLE NUMBER 4171.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0490'LOGO CAP.
 NG0490'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST
 NG0490'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 NG0490
 NG0490                          STATION RECOVERY (2000)
 NG0490
 NG0490'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0490'RECOVERED IN GOOD CONDITION.
 NG0490
 NG0490                          STATION RECOVERY (2006)
 NG0490
 NG0490'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NG0490'PERFECT CONDITION, CURRENT DESCRIPTION IS PERFECT.
 NG0490
 NG0490                          STATION RECOVERY (2020)
 NG0490
 NG0490'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NG0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0466 ***********************************************************************
 NG0466  DESIGNATION -  B 335
 NG0466  PID         -  NG0466
 NG0466  STATE/COUNTY-  MI/BERRIEN
 NG0466  COUNTRY     -  US
 NG0466  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0466
 NG0466                         *CURRENT SURVEY CONTROL
 NG0466  ______________________________________________________________________
 NG0466* NAD 83(2011) POSITION- 42 08 23.36521(N) 086 23 23.58455(W)   ADJUSTED
 NG0466* NAD 83(2011) ELLIP HT-   167.181 (meters)        (06/27/12)   ADJUSTED
 NG0466* NAD 83(2011) EPOCH   -  2010.00
 NG0466* NAVD 88 ORTHO HEIGHT -   200.913 (meters)      659.16  (feet) ADJUSTED
 NG0466  ______________________________________________________________________
 NG0466  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 NG0466  NAD 83(2011) X  -    298,255.500 (meters)                     COMP
 NG0466  NAD 83(2011) Y  - -4,727,317.275 (meters)                     COMP
 NG0466  NAD 83(2011) Z  -  4,257,244.994 (meters)                     COMP
 NG0466  LAPLACE CORR    -          2.94  (seconds)                    DEFLEC18
 NG0466  DYNAMIC HEIGHT  -        200.846 (meters)      658.94  (feet) COMP
 NG0466  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 NG0466
 NG0466  VERT ORDER      -  FIRST     CLASS II
 NG0466
 NG0466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0466  Standards:
 NG0466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0466  -------------------------------------------------------------------
 NG0466  NETWORK    0.39   0.67           0.17   0.15   0.34     -0.00287992
 NG0466  -------------------------------------------------------------------
 NG0466  Click here for local accuracies and other accuracy information.
 NG0466
 NG0466.The horizontal coordinates were established by GPS observations
 NG0466.and adjusted by the National Geodetic Survey in June 2012.
 NG0466
 NG0466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0466.been affixed to the stable North American tectonic plate. See 
 NG0466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0466
 NG0466.The horizontal coordinates are valid at the epoch date displayed above
 NG0466.which is a decimal equivalence of Year/Month/Day.
 NG0466
 NG0466.The orthometric height was determined by differential leveling and
 NG0466.adjusted by the NATIONAL GEODETIC SURVEY
 NG0466.in June 1991.
 NG0466
 NG0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0466.GEOID18 height accuracy estimate available here.
 NG0466
 NG0466.Click photographs - Photos may exist for this station.
 NG0466
 NG0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0466
 NG0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0466
 NG0466.The ellipsoidal height was determined by GPS observations
 NG0466.and is referenced to NAD 83.
 NG0466
 NG0466.The dynamic height is computed by dividing the NAVD 88
 NG0466.geopotential number by the normal gravity value computed on the
 NG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0466.degrees latitude (g = 980.6199 gals.).
 NG0466
 NG0466.The modeled gravity was interpolated from observed gravity values.
 NG0466
 NG0466. The following values were computed from the NAD 83(2011) position.
 NG0466
 NG0466;                    North         East     Units Scale Factor Converg.
 NG0466;SPC MI S     -    73,080.535 3,832,759.952   MT  0.99999081   -1 22 36.7
 NG0466;SPC MI S     -   239,765.53 12,574,671.76   iFT  0.99999081   -1 22 36.7
 NG0466;UTM  16      - 4,665,480.985   550,417.636   MT  0.99963128   +0 24 33.7
 NG0466
 NG0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0466!SPC MI S     -   0.99997378  x   0.99999081  =   0.99996459
 NG0466!UTM  16      -   0.99997378  x   0.99963128  =   0.99960507
 NG0466
 NG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5041765480(NAD 83)
 NG0466
 NG0466                          SUPERSEDED SURVEY CONTROL
 NG0466
 NG0466  NAD 83(2007)-  42 08 23.36527(N)    086 23 23.58534(W) AD(2002.00) 1
 NG0466  ELLIP H (03/25/09)  167.192  (m)                       GP(2002.00) 4 1
 NG0466  NAD 83(2007)-  42 08 23.36597(N)    086 23 23.58463(W) AD(2002.00) 0
 NG0466  ELLIP H (02/10/07)  167.216  (m)                       GP(2002.00)    
 NG0466  ELLIP H (07/17/02)  167.231  (m)                       GP(       ) 4 1
 NG0466  NAD 83(1994)-  42 08 23.36505(N)    086 23 23.58425(W) AD(       ) 1
 NG0466  ELLIP H (02/03/97)  167.253  (m)                       GP(       ) 4 1
 NG0466  NAD 83(1991)-  42 08 23.36661(N)    086 23 23.59426(W) AD(       ) 1
 NG0466  NAVD 88             200.91   (m)          659.2    (f) LEVELING    3  
 NG0466  NGVD 29 (01/19/93)  201.066  (m)          659.66   (f) ADJUSTED    1 2
 NG0466
 NG0466.Superseded values are not recommended for survey control.
 NG0466
 NG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0466.See file dsdata.pdf to determine how the superseded data were derived.
 NG0466
 NG0466_MARKER: F = FLANGE-ENCASED ROD
 NG0466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0466_STAMPING: B 335 1985
 NG0466_MARK LOGO: NGS
 NG0466_PROJECTION: FLUSH
 NG0466_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0466+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 NG0466_ROD/PIPE-DEPTH: 10.9 meters
 NG0466
 NG0466  HISTORY     - Date     Condition        Report By
 NG0466  HISTORY     - 1985     MONUMENTED       NGS
 NG0466  HISTORY     - 19940217 GOOD             MIDT
 NG0466  HISTORY     - 20001024 GOOD             MI-159
 NG0466  HISTORY     - 20080528 GOOD             COLEM
 NG0466
 NG0466                          STATION DESCRIPTION
 NG0466
 NG0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0466'8.7 KM (5.4 MI) NE FROM ST JOSEPH.
 NG0466'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0466'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG ALONG
 NG0466'FAIR STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD,
 NG0466'THENCE 3.6 KM (2.25 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, 2.1 KM
 NG0466'(1.3 MI) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 131, 24.3 M
 NG0466'(79.7 FT) SOUTHWEST OF A UTILITY POLE, 13.5 M (44.3 FT) SOUTHEAST OF
 NG0466'THE CENTERLINE OF THE HIGHWAY, AND 8.7 M (28.5 FT) SOUTHWEST OF THE
 NG0466'CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0466'THROUGH A 5-INCH LOGO CAP.
 NG0466'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NG0466'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NG0466
 NG0466                          STATION RECOVERY (1994)
 NG0466
 NG0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NG0466'STATION IS LOCATED IN QUAD 420862 ON THE BENTON HEIGHTS QUADRANGLE
 NG0466'MAP. IT IS IN THE NORTHEAST 1/4 SECTION 10, T-4-S, R-18-W, BENTON
 NG0466'TOWNSHIP. IT IS ABOUT 6.5 MILES SOUTHWEST FROM COLOMA, ABOUT 4.5 MILES
 NG0466'NORTHEAST FROM BENTON HARBOR AND ABOUT 4 MILES WEST FROM MILLBURG. TO
 NG0466'REACH FROM THE POST OFFICE IN ST. JOSEPH. GO EAST ALONG INTERSTATE 94
 NG0466'BUSINESS ROUTE FOR 2.4 MILES TO TERRITORIAL ROAD. GO EAST ALONG
 NG0466'TERITORIAL ROAD FOR 0.7 MILE TO RED ARROW HIGHWAY. GO NORTHEAST ALONG
 NG0466'RED ARROW HIGHWAY FOR 2.3 MILES TO STATION ON RIGHT AS DESCRIBED.
 NG0466'STATION IS 92.6 FEET NORTHEAST FROM A UTILITY POLE 79.6 FEET SOUTHWEST
 NG0466'FROM ANOTHER UTILITY POLE, 49 FEET SOUTHWEST FROM CENTER OF FIELD
 NG0466'ENTRANCE, 44 FEET SOUTHEAST FROM CENTER OF RED ARROW HIGHWAY AND 0.8
 NG0466'FOOT NORTH FROM CAR.2 KM) ALONG CONNECTING TAXIWAY TO STATION ON THE
 NG0466'RIGHT AS DESCRIBED. STATION IS 128 FEET SOUTHEAST FROM 6TH RUNWAY
 NG0466'LIGHT SOUTHWEST FROM SOUTHEAST EDGE OF RUNWAY, 97 FEET EAST FROM
 NG0466'CENTER OF CONNECTING TAXIWAY AND INTERSECTION OF SOUTHEAST EDGE OF
 NG0466'RUNWAY, 63.4 FEET SOUTHEAST FROM RUNWAY LIGHT NEAR TAXIWAY, AND 56.1
 NG0466'FEET SOUTHEAST FROM SOUTHEAST EDGE OF RUNWAY.
 NG0466
 NG0466                          STATION RECOVERY (2000)
 NG0466
 NG0466'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0466'0.6 MILES SW ON RED ARROW HWY FROM BERRIEN CENTER RD AT TWELEVE
 NG0466'CORNERS. 1.3 MILES SW OF CENTER OF BRIDGE OVER PASS ON I-196 HWY NEAR
 NG0466'THE N AND S 1/4 LINE OF SECTION 10 BENTON TWP - BERRIEN COUNTY.
 NG0466
 NG0466                          STATION RECOVERY (2008)
 NG0466
 NG0466'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NG0466'RECOVERED AS DESCRIBED.
 NG0466'
 NG0466'NOTE-- THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS BECAUSE OF
 NG0466'TREES IN THE SOUTHEAST QUADRANT EXTENDING TO 60 DEGREES ABOVE THE
 NG0466'HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1198 ***********************************************************************
 NF1198  FBN         -  This is a Federal Base Network Control Station.
 NF1198  PACS        -  This is a Primary Airport Control Station.
 NF1198  DESIGNATION -  B 336
 NF1198  PID         -  NF1198
 NF1198  STATE/COUNTY-  MI/CALHOUN
 NF1198  COUNTRY     -  US
 NF1198  USGS QUAD   -  BATTLE CREEK (2017)
 NF1198
 NF1198                         *CURRENT SURVEY CONTROL
 NF1198  ______________________________________________________________________
 NF1198* NAD 83(2011) POSITION- 42 19 07.74069(N) 085 14 19.58383(W)   ADJUSTED
 NF1198* NAD 83(2011) ELLIP HT-   248.275 (meters)        (06/27/12)   ADJUSTED
 NF1198* NAD 83(2011) EPOCH   -  2010.00
 NF1198* NAVD 88 ORTHO HEIGHT -   281.650 (meters)      924.05  (feet) ADJUSTED
 NF1198  ______________________________________________________________________
 NF1198  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 NF1198  NAD 83(2011) X  -    392,059.740 (meters)                     COMP
 NF1198  NAD 83(2011) Y  - -4,707,114.228 (meters)                     COMP
 NF1198  NAD 83(2011) Z  -  4,272,021.930 (meters)                     COMP
 NF1198  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 NF1198  DYNAMIC HEIGHT  -        281.562 (meters)      923.76  (feet) COMP
 NF1198  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 NF1198
 NF1198  VERT ORDER      -  FIRST     CLASS II
 NF1198
 NF1198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1198  Standards:
 NF1198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1198  -------------------------------------------------------------------
 NF1198  NETWORK    0.50   1.37           0.23   0.17   0.70     -0.01879772
 NF1198  -------------------------------------------------------------------
 NF1198  Click here for local accuracies and other accuracy information.
 NF1198
 NF1198.This mark is at W K Kellogg Airport (BTL)
 NF1198
 NF1198.The horizontal coordinates were established by GPS observations
 NF1198.and adjusted by the National Geodetic Survey in June 2012.
 NF1198
 NF1198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1198.been affixed to the stable North American tectonic plate. See 
 NF1198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1198
 NF1198.The horizontal coordinates are valid at the epoch date displayed above
 NF1198.which is a decimal equivalence of Year/Month/Day.
 NF1198
 NF1198.The orthometric height was determined by differential leveling and
 NF1198.adjusted by the NATIONAL GEODETIC SURVEY
 NF1198.in June 1991.
 NF1198
 NF1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1198.GEOID18 height accuracy estimate available here.
 NF1198
 NF1198.Click photographs - Photos may exist for this station.
 NF1198
 NF1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1198
 NF1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1198
 NF1198.The ellipsoidal height was determined by GPS observations
 NF1198.and is referenced to NAD 83.
 NF1198
 NF1198.The dynamic height is computed by dividing the NAVD 88
 NF1198.geopotential number by the normal gravity value computed on the
 NF1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1198.degrees latitude (g = 980.6199 gals.).
 NF1198
 NF1198.The modeled gravity was interpolated from observed gravity values.
 NF1198
 NF1198. The following values were computed from the NAD 83(2011) position.
 NF1198
 NF1198;                    North         East     Units Scale Factor Converg.
 NF1198;SPC MI S     -    91,324.926 3,928,111.588   MT  0.99995538   -0 35 36.6
 NF1198;SPC MI S     -   299,622.46 12,887,505.21   iFT  0.99995538   -0 35 36.6
 NF1198;UTM  16      - 4,686,677.114   645,132.437   MT  0.99985917   +1 11 09.5
 NF1198
 NF1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1198!SPC MI S     -   0.99996106  x   0.99995538  =   0.99991644
 NF1198!UTM  16      -   0.99996106  x   0.99985917  =   0.99982024
 NF1198
 NF1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4513286677(NAD 83)
 NF1198
 NF1198                          SUPERSEDED SURVEY CONTROL
 NF1198
 NF1198  NAD 83(2007)-  42 19 07.74087(N)    085 14 19.58484(W) AD(2002.00) 0
 NF1198  ELLIP H (02/10/07)  248.285  (m)                       GP(2002.00)    
 NF1198  ELLIP H (06/11/02)  248.295  (m)                       GP(       ) 4 1
 NF1198  NAD 83(1994)-  42 19 07.74086(N)    085 14 19.58519(W) AD(       ) B
 NF1198  ELLIP H (09/20/95)  248.305  (m)                       GP(       ) 1 2
 NF1198  NAD 83(1986)-  42 19 07.74111(N)    085 14 19.59921(W) AD(       ) 1
 NF1198  NAVD 88             281.65   (m)          924.0    (f) LEVELING    3  
 NF1198  NGVD 29             281.78   (m)          924.5    (f) LEVELING    3  
 NF1198  NGVD 29 (01/19/93)  281.781  (m)          924.48   (f) ADJUSTED    1 2
 NF1198
 NF1198.Superseded values are not recommended for survey control.
 NF1198
 NF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1198.See file dsdata.pdf to determine how the superseded data were derived.
 NF1198
 NF1198_MARKER: F = FLANGE-ENCASED ROD
 NF1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1198_STAMPING: B 336 1985
 NF1198_MARK LOGO: NGS
 NF1198_PROJECTION: RECESSED 2 CENTIMETERS
 NF1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1198+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2024
 NF1198_ROD/PIPE-DEPTH: 21.9 meters
 NF1198
 NF1198  HISTORY     - Date     Condition        Report By
 NF1198  HISTORY     - 1985     MONUMENTED       NGS
 NF1198  HISTORY     - 19920707 GOOD             HOLDEN
 NF1198  HISTORY     - 19921026 GOOD             MIDT
 NF1198  HISTORY     - 19940521 GOOD             NGS
 NF1198  HISTORY     - 20010426 GOOD             MIDT
 NF1198  HISTORY     - 20011128 GOOD             NGS
 NF1198  HISTORY     - 20050208 GOOD             INDIV
 NF1198  HISTORY     - 20050629 GOOD             WOOLPT
 NF1198  HISTORY     - 20160525 GOOD             MIDT
 NF1198  HISTORY     - 20190211 GOOD             LOCENG
 NF1198  HISTORY     - 20200916 GOOD             GEODES
 NF1198  HISTORY     - 20220601 GOOD             MIDT
 NF1198  HISTORY     - 20240423 GOOD             USACE
 NF1198
 NF1198                          STATION DESCRIPTION
 NF1198
 NF1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1198'IN BATTLE CREEK.
 NF1198'THE MARK IS 0.3 M ABOVE DICKMAN ROAD.
 NF1198'IN BATTLE CREEK, AT THE INTERSECTION OF DICKMAN AND HELMER ROADS, AT
 NF1198'THE SOUTHWEST CORNER OF REESE CEMETERY, 21.0 M (68.9 FT) EAST OF THE
 NF1198'CENTERLINE OF THE NORTH BOUND LANES OF HELMER ROAD, 14.7 M (48.2 FT)
 NF1198'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF DICKMAN ROAD, AND
 NF1198'4.2 M (13.8 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER.
 NF1198'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1198'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NF1198
 NF1198                          STATION RECOVERY (1992)
 NF1198
 NF1198'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1198'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1198'HELMER ROAD, 4 MILES NORTHEAST OF THE I-94 INTERCHANGE WITH THE
 NF1198'CLIMAX AND BATTLE CREEK ROAD.  IT IS IN THE CITY OF SPRINGFIELD
 NF1198'ACROSS DICKMAN ROAD FROM THE NORTHEAST CORNER OF THE W. K. KELLOGG
 NF1198'REGIONAL AIRFIELD.  IT IS IN THE NW 1/4 OF SECTION 10 T2S,R8W, BATTLE
 NF1198'CREEK TOWNSHIP, IN QUAD 42085213.  IT CAN BE PLOTTED ON THE USGS
 NF1198'QUADRANGLE MAP BATTLE CREEK.
 NF1198'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1198'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1198'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 2.5 MI
 NF1198'(4.0 KM) TO DICKMAN ROAD, TURN RIGHT AND GO EAST 1.0 MI (1.6 KM) TO
 NF1198'HELMER ROAD AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT AND
 NF1198'DESCRIBED.
 NF1198'STATION IS 19.6 FT (6.0 M) NORTHEAST FROM A TRAFFIC SIGNAL POLE, 33.3
 NF1198'FT (10.1 M) SOUTHEAST FROM A 6 FOOT HIGH CHAIN LINK FENCE CORNER, 1.0
 NF1198'FT (0.3 M) SOUTH OF THE CHAINLINK FENCE AND CARSONITE WITNESS POST,
 NF1198'14.7 M (48.2 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 NF1198'DICKMAN ROAD, 21.0 M (68.9 FT) EAST OF THE CENTER OF THE NORTH BOUND
 NF1198'LANES OF HELMER ROAD,4.2 MNE OF THE CENTER OF A MANHOLE COVER.
 NF1198'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1198
 NF1198                          STATION RECOVERY (1992)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1198'STATION IS LOCATED IN QUAD 420852 ON THE BATTLE CREEK QUADRANGLE MAP.
 NF1198'IT IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 4, T-2-S, R-8-W, IN THE
 NF1198'CITY OF SPRINGFIELD. IT IS ABOUT 3.0 MI (4.8 KM) NORTH OF THE
 NF1198'INTERCHANGE OF INTERSTATE HIGHWAY 94 (EXIT 95) WITH HELMER ROAD, AT
 NF1198'THE INTERSECTION OF HELMER ROAD NORTH AND DICKMAN ROAD (BUSINESS ROUTE
 NF1198'94). TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE HIGHWAY
 NF1198'94 AND HELMER ROAD WHICH IS ABOUT 3 MILES (4.8 KM) SOUTH OF
 NF1198'SPRINGFIELD, GO NORTHERLY ALONG HELMER ROAD FOR 3.8 MI (6.1 KM) TO
 NF1198'DICKMAN ROAD (BUSINESS ROUTE I-94).  TURN LEFT AND GO WEST ALONG
 NF1198'DICKMAN ROAD (BUSINESS ROUTE I-94) FOR 0.1 MI (0.2 KM) TO THE STATION
 NF1198'ON THE RIGHT, IN THE NORTHEAST CORNER OF DICKMAN ROAD (BUSINESS ROUTE
 NF1198'I-94) AND THE CONTINUATION OF HELMER ROAD NORTH. STATION IS A
 NF1198'STAINLESS STEEL ROD ENCASED IN A PIPE, RECESSED 0.03 FT. IT IS 1.0
 NF1198'FEET (0.3 M) ABOVE ROAD SURFACE, 22.5 FT (6.9 M) NORTH FROM NORTH EDGE
 NF1198'OF DICKMAN ROAD, 0.6 FEET (18.3 CM) SOUTH FROM CHAINLINK FENCE, 33.5
 NF1198'FT (10.2 M) EAST FROM SOUTHWEST CORNER OF CHAIN LINK FENCE, 19.5 FT
 NF1198'(5.9 M) NORTHEAST FROM TRAFFIC SIGNAL POST AND 1.0 FT (0.3 M) SOUTH
 NF1198'FROM CARSONITE WITNESS POST. ACCESS TO DATUM IS THROUGH 5-INCH LOGO
 NF1198'CAP.
 NF1198
 NF1198                          STATION RECOVERY (1994)
 NF1198
 NF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1198'A TALL TRIPOD IS NEEDED TO GET ANTENNA ABOVE A 1.6 M (5.2 FT) HIGH
 NF1198'METAL FENCE.  STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF BATTLE
 NF1198'CREEK, ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE W.K.  KELLOGG
 NF1198'REGIONAL AIRPORT, AT THE SOUTHWEST CORNER OF THE REESE CEMETERY, IN
 NF1198'THE WEST ANGLE OF THE JUNCTION OF WEST DICKMAN AND HELMER ROADS, NEAR
 NF1198'THE NORTHWEST CORNER OF SECTION 10, T 2 S, R 8 W.  OWNERSHIP--STATE
 NF1198'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE
 NF1198'JUNCTION OF INTERSTATE HIGHWAY 94 AND HELMER ROAD (EXIT 95) , ABOUT 8
 NF1198'KM (4.95 MI) SOUTH OF BATTLE CREEK, GO NORTH ON HELMER ROAD FOR 6.25
 NF1198'KM (3.90 MI) TO A T-ROAD.  TURN LEFT, WEST, ON WEST DICKMAN ROAD FOR
 NF1198'0.21 KM (0.15 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 NF1198'HELMER ROAD.  ACCESS COVER IS 2 CM BELOW GROUND.  STATION IS 6.3 M
 NF1198'(20.7 FT) NORTH OF THE NORTH CURB OF WEST DICKMAN ROAD, 15.1 M (49.5
 NF1198'FT) EAST OF THE EAST CURB OF HELMER ROAD, 0.18 M (0.59 FT) SOUTH OF A
 NF1198'FIBERGLASS WITNESS POST IN THE FENCE LINE, 10.1 M (33.1 FT) EAST OF A
 NF1198'FENCE CORNER, 4.4 M (14.4 FT) NORTHEAST OF A MANHOLE COVER, AND 6.0 M
 NF1198'(19.7 FT) NORTHEAST OF A SIGNAL POLE. DESCRIBED BY G.R.  HEID.
 NF1198
 NF1198                          STATION RECOVERY (2001)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (GRH)
 NF1198'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NF1198'TRANSPORTATION, (GRH)  IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NF1198'WITH G.P.S.
 NF1198'
 NF1198'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1198
 NF1198                          STATION RECOVERY (2001)
 NF1198
 NF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1198'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1198
 NF1198                          STATION RECOVERY (2005)
 NF1198
 NF1198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2005)
 NF1198
 NF1198'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2016)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2019)
 NF1198
 NF1198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2019 (MAJ)
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2020)
 NF1198
 NF1198'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2020 (GB)
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2022)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2024)
 NF1198
 NF1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2024 (JA)
 NF1198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1031 ***********************************************************************
 NE1031  DESIGNATION -  B 337
 NE1031  PID         -  NE1031
 NE1031  STATE/COUNTY-  MI/WASHTENAW
 NE1031  COUNTRY     -  US
 NE1031  USGS QUAD   -  YPSILANTI EAST (2017)
 NE1031
 NE1031                         *CURRENT SURVEY CONTROL
 NE1031  ______________________________________________________________________
 NE1031* NAD 83(1986) POSITION- 42 13 12.     (N) 083 33 45.     (W)   SCALED
 NE1031* NAVD 88 ORTHO HEIGHT -   223.293 (meters)      732.59  (feet) ADJUSTED
 NE1031  ______________________________________________________________________
 NE1031  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 NE1031  DYNAMIC HEIGHT  -        223.223 (meters)      732.36  (feet) COMP
 NE1031  MODELED GRAVITY -    980,303.8   (mgal)                       NAVD 88
 NE1031
 NE1031  VERT ORDER      -  FIRST     CLASS II
 NE1031
 NE1031.The horizontal coordinates were scaled from a map and have
 NE1031.an estimated accuracy of +/- 6 seconds.
 NE1031
 NE1031.The orthometric height was determined by differential leveling and
 NE1031.adjusted by the NATIONAL GEODETIC SURVEY
 NE1031.in June 1991.
 NE1031
 NE1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1031.GEOID18 height accuracy estimate available here.
 NE1031
 NE1031.Click photographs - Photos may exist for this station.
 NE1031
 NE1031.The dynamic height is computed by dividing the NAVD 88
 NE1031.geopotential number by the normal gravity value computed on the
 NE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1031.degrees latitude (g = 980.6199 gals.).
 NE1031
 NE1031.The modeled gravity was interpolated from observed gravity values.
 NE1031
 NE1031;                    North         East    Units  Estimated Accuracy
 NE1031;SPC MI S     -    80,290.    4,066,390.      MT  (+/- 180 meters Scaled)
 NE1031
 NE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG885773(NAD 83)
 NE1031
 NE1031                          SUPERSEDED SURVEY CONTROL
 NE1031
 NE1031  NGVD 29 (01/19/93)  223.423  (m)          733.01   (f) ADJUSTED    1 2
 NE1031
 NE1031.Superseded values are not recommended for survey control.
 NE1031
 NE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1031.See file dsdata.pdf to determine how the superseded data were derived.
 NE1031
 NE1031_MARKER: DV = VERTICAL CONTROL DISK
 NE1031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1031_SP_SET: BRIDGE ABUTMENT
 NE1031_STAMPING: B 337 1985
 NE1031_MARK LOGO: NGS
 NE1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1031
 NE1031  HISTORY     - Date     Condition        Report By
 NE1031  HISTORY     - 1985     MONUMENTED       NGS
 NE1031  HISTORY     - 20051002 MARK NOT FOUND   OHM
 NE1031
 NE1031                          STATION DESCRIPTION
 NE1031
 NE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1031'20.6 KM (12.8 MI) EAST FROM ANN ARBOR.
 NE1031'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1031'HURON STREET IN ANN ARBOR, THENCE 15.7 KM (9.75 MI) EASTERLY ALONG
 NE1031'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE SOUTH FACE OF THE EAST
 NE1031'CONCRETE ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF WIARD ROAD,
 NE1031'AND 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 NE1031'THE HIGHWAY.
 NE1031'THE MARK IS 0.7 M ABOVE THE GROUND.
 NE1031
 NE1031                          STATION RECOVERY (2005)
 NE1031
 NE1031'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2005 (KSW)
 NE1031'BRIDGE OVER I-94 WAS RECONSTRUCTION AND THE MARK DOES NOT EXIST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1005 ***********************************************************************
 NE1005  DESIGNATION -  B 338
 NE1005  PID         -  NE1005
 NE1005  STATE/COUNTY-  MI/WAYNE
 NE1005  COUNTRY     -  US
 NE1005  USGS QUAD   -  DEARBORN (2017)
 NE1005
 NE1005                         *CURRENT SURVEY CONTROL
 NE1005  ______________________________________________________________________
 NE1005* NAD 83(1986) POSITION- 42 17 29.     (N) 083 08 31.     (W)   SCALED
 NE1005* NAVD 88 ORTHO HEIGHT -   176.044 (meters)      577.57  (feet) ADJUSTED
 NE1005  ______________________________________________________________________
 NE1005  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 NE1005  DYNAMIC HEIGHT  -        175.991 (meters)      577.40  (feet) COMP
 NE1005  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 NE1005
 NE1005  VERT ORDER      -  FIRST     CLASS II
 NE1005
 NE1005.The horizontal coordinates were scaled from a map and have
 NE1005.an estimated accuracy of +/- 6 seconds.
 NE1005
 NE1005.The orthometric height was determined by differential leveling and
 NE1005.adjusted by the NATIONAL GEODETIC SURVEY
 NE1005.in June 1991.
 NE1005
 NE1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1005.GEOID18 height accuracy estimate available here.
 NE1005
 NE1005.Click photographs - Photos may exist for this station.
 NE1005
 NE1005.The dynamic height is computed by dividing the NAVD 88
 NE1005.geopotential number by the normal gravity value computed on the
 NE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1005.degrees latitude (g = 980.6199 gals.).
 NE1005
 NE1005.The modeled gravity was interpolated from observed gravity values.
 NE1005
 NE1005;                    North         East    Units  Estimated Accuracy
 NE1005;SPC MI S     -    88,640.    4,101,000.      MT  (+/- 180 meters Scaled)
 NE1005
 NE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG234843(NAD 83)
 NE1005
 NE1005                          SUPERSEDED SURVEY CONTROL
 NE1005
 NE1005  NGVD 29 (01/19/93)  176.209  (m)          578.11   (f) ADJUSTED    1 2
 NE1005
 NE1005.Superseded values are not recommended for survey control.
 NE1005
 NE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1005.See file dsdata.pdf to determine how the superseded data were derived.
 NE1005
 NE1005_MARKER: DV = VERTICAL CONTROL DISK
 NE1005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1005_SP_SET: BRIDGE ABUTMENT
 NE1005_STAMPING: B 338 1985
 NE1005_MARK LOGO: NGS
 NE1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1005+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 NE1005
 NE1005  HISTORY     - Date     Condition        Report By
 NE1005  HISTORY     - 1985     MONUMENTED       NGS
 NE1005  HISTORY     - 20080229 GOOD             INDIV
 NE1005  HISTORY     - 20140930 MARK NOT FOUND   INDIV
 NE1005
 NE1005                          STATION DESCRIPTION
 NE1005
 NE1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1005'IN DETRIOT.
 NE1005'IN DETROIT, AT THE INTERSECTION OF OAKWOOD BOULEVARD AND THE ROUGE
 NE1005'RIVER, IN TOP OF AND 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF
 NE1005'THE NORTHEAST CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING THE
 NE1005'RIVER, AND 10.0 M (32.8 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST
 NE1005'BOUND LANES OF THE BOULEVARD.
 NE1005'THE MARK IS 3.6 M BELOW THE BOULEVARD.
 NE1005
 NE1005                          STATION RECOVERY (2008)
 NE1005
 NE1005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SPE)
 NE1005'RECOVERED AS DESCRIBED
 NE1005
 NE1005                          STATION RECOVERY (2014)
 NE1005
 NE1005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JK)
 NE1005'MARK WAS UNABLE TO BE LOCATED, LIKELY DUE TO RECENT CONSTRUCTION
 NE1005'ACTIVITY ON FORT STREET BRIDGE OVER THE ROUGE RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0723 ***********************************************************************
 RJ0723  DESIGNATION -  B 339
 RJ0723  PID         -  RJ0723
 RJ0723  STATE/COUNTY-  MI/CHIPPEWA
 RJ0723  COUNTRY     -  US
 RJ0723  USGS QUAD   -  MUNUSCONG (2017)
 RJ0723
 RJ0723                         *CURRENT SURVEY CONTROL
 RJ0723  ______________________________________________________________________
 RJ0723* NAD 83(1986) POSITION- 46 09 29.     (N) 084 13 05.     (W)   SCALED
 RJ0723* NAVD 88 ORTHO HEIGHT -   183.128 (meters)      600.81  (feet) ADJUSTED
 RJ0723  ______________________________________________________________________
 RJ0723  GEOID HEIGHT    -        -36.387 (meters)                     GEOID18
 RJ0723  DYNAMIC HEIGHT  -        183.135 (meters)      600.84  (feet) COMP
 RJ0723  MODELED GRAVITY -    980,650.9   (mgal)                       NAVD 88
 RJ0723
 RJ0723  VERT ORDER      -  SECOND    CLASS I
 RJ0723
 RJ0723.The horizontal coordinates were scaled from a map and have
 RJ0723.an estimated accuracy of +/- 6 seconds.
 RJ0723
 RJ0723.The orthometric height was determined by differential leveling and
 RJ0723.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0723.in June 1991.
 RJ0723
 RJ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0723.GEOID18 height accuracy estimate available here.
 RJ0723
 RJ0723.Click photographs - Photos may exist for this station.
 RJ0723
 RJ0723.The dynamic height is computed by dividing the NAVD 88
 RJ0723.geopotential number by the normal gravity value computed on the
 RJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0723.degrees latitude (g = 980.6199 gals.).
 RJ0723
 RJ0723.The modeled gravity was interpolated from observed gravity values.
 RJ0723
 RJ0723;                    North         East    Units  Estimated Accuracy
 RJ0723;SPC MI N     -   156,560.    8,214,820.      MT  (+/- 180 meters Scaled)
 RJ0723
 RJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147153(NAD 83)
 RJ0723
 RJ0723                          SUPERSEDED SURVEY CONTROL
 RJ0723
 RJ0723.No superseded survey control is available for this station.
 RJ0723
 RJ0723_MARKER: DB = BENCH MARK DISK
 RJ0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0723_STAMPING: B 339 1986
 RJ0723_MARK LOGO: NOS
 RJ0723_PROJECTION: RECESSED 10 CENTIMETERS
 RJ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0723_ROD/PIPE-DEPTH: 3.6 meters
 RJ0723
 RJ0723  HISTORY     - Date     Condition        Report By
 RJ0723  HISTORY     - 1986     MONUMENTED       NOS
 RJ0723  HISTORY     - 1986     GOOD             NOS
 RJ0723
 RJ0723                          STATION DESCRIPTION
 RJ0723
 RJ0723'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0723'11.1 KM (6.9 MI) EAST FROM PICKFORD.
 RJ0723'11.1 KM (6.9 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0723'PICKFORD, 8.8 M (28.9 FT) NORTHWEST OF A UTILITY POLE, 8.5 M (27.9 FT)
 RJ0723'NORTHWEST OF CORNER POST T 43 N R 2 E, 5.9 M (19.3 FT) SOUTH OF THE
 RJ0723'ROAD CENTERLINE, AND 0.3 M (1.0 FT) EAST OF THE EXTERDED CENTER OF A
 RJ0723'DIRT ROAD LEADING NORTH.
 RJ0723
 RJ0723                          STATION RECOVERY (1986)
 RJ0723
 RJ0723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5064 ***********************************************************************
 AA5064  DESIGNATION -  B 340
 AA5064  PID         -  AA5064
 AA5064  STATE/COUNTY-  MI/LAKE
 AA5064  COUNTRY     -  US
 AA5064  USGS QUAD   -  REED CITY NORTH (2017)
 AA5064
 AA5064                         *CURRENT SURVEY CONTROL
 AA5064  ______________________________________________________________________
 AA5064* NAD 83(1986) POSITION- 43 53 15.40   (N) 085 35 04.66   (W)   HD_HELD1
 AA5064* NAVD 88 ORTHO HEIGHT -   365.475 (meters)     1199.06  (feet) ADJUSTED
 AA5064  ______________________________________________________________________
 AA5064  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 AA5064  DYNAMIC HEIGHT  -        365.417 (meters)     1198.87  (feet) COMP
 AA5064  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 AA5064
 AA5064  VERT ORDER      -  FIRST     CLASS II
 AA5064
 AA5064.The horizontal coordinates were determined by differentially corrected
 AA5064.hand held GPS observations or other comparable positioning techniques
 AA5064.and have an estimated accuracy of +/- 3 meters.
 AA5064
 AA5064.The orthometric height was determined by differential leveling and
 AA5064.adjusted by the NATIONAL GEODETIC SURVEY
 AA5064.in January 2002.
 AA5064
 AA5064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5064.GEOID18 height accuracy estimate available here.
 AA5064
 AA5064.Click photographs - Photos may exist for this station.
 AA5064
 AA5064.The dynamic height is computed by dividing the NAVD 88
 AA5064.geopotential number by the normal gravity value computed on the
 AA5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5064.degrees latitude (g = 980.6199 gals.).
 AA5064
 AA5064.The modeled gravity was interpolated from observed gravity values.
 AA5064
 AA5064;                    North         East    Units  Estimated Accuracy
 AA5064;SPC MI C     -    64,181.3   5,902,123.5     MT  (+/- 3 meters HH1 GPS) 
 AA5064
 AA5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1369060363(NAD 83)
 AA5064
 AA5064                          SUPERSEDED SURVEY CONTROL
 AA5064
 AA5064.No superseded survey control is available for this station.
 AA5064
 AA5064_MARKER: F = FLANGE-ENCASED ROD
 AA5064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5064_STAMPING: B 340 1992
 AA5064_MARK LOGO: NGS
 AA5064_PROJECTION: FLUSH
 AA5064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5064+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2020
 AA5064_ROD/PIPE-DEPTH: 13.7 meters
 AA5064
 AA5064  HISTORY     - Date     Condition        Report By
 AA5064  HISTORY     - 1992     MONUMENTED       NGS
 AA5064  HISTORY     - 20031010 GOOD             USPSQD
 AA5064  HISTORY     - 20100818 GOOD             MIDT
 AA5064  HISTORY     - 20200818 GOOD             MIDT
 AA5064
 AA5064                          STATION DESCRIPTION
 AA5064
 AA5064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5064'4.6 M (15.1 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5064'U.S. HIGHWAY 131 IN REED CITY, 200.0 M (656.2 FT) WEST OF THE CENTER
 AA5064'OF DEER LAKE ROAD, 13.1 M (43.0 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AA5064'8.2 M (26.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO D AND D
 AA5064'PRODUCTS, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AA5064'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AA5064'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5064
 AA5064                          STATION RECOVERY (2003)
 AA5064
 AA5064'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5064'DESCRIPTION IS LISTED AS 4.6M (15.1 FT))WESTERLY ALONG U.S. HIGHWAY 10
 AA5064'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5064'DESCRIPTION WRONG, SHOULD BE 4.6 MI MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5064'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
 AA5064
 AA5064                          STATION RECOVERY (2010)
 AA5064
 AA5064'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 AA5064'RECOVERY NOTE DESCRIPTION SHOULD READ, TO REACH FROM THE JUNCTION OF
 AA5064'OLD U.S. HIGHWAY 131(BUSINESS LOOP U.S. 10) AND U.S. HIGHWAY 10 ON THE
 AA5064'NORTH SIDE OF REED CITY, GO WESWTERLY FOR 3.74 MILES ALONG U.S.
 AA5064'HIGHWAY 10 TO MARK ON LEFT.  REMAINING ORIGINAL WITNESS DESCRIPTION
 AA5064'CORRECT.
 AA5064
 AA5064                          STATION RECOVERY (2020)
 AA5064
 AA5064'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA5064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8074 ***********************************************************************
 AA8074  FBN         -  This is a Federal Base Network Control Station.
 AA8074  DESIGNATION -  B 341
 AA8074  PID         -  AA8074
 AA8074  STATE/COUNTY-  MI/OSCEOLA
 AA8074  COUNTRY     -  US
 AA8074  USGS QUAD   -  REED CITY SOUTH (2017)
 AA8074
 AA8074                         *CURRENT SURVEY CONTROL
 AA8074  ______________________________________________________________________
 AA8074* NAD 83(2011) POSITION- 43 50 39.85078(N) 085 30 08.98942(W)   ADJUSTED
 AA8074* NAD 83(2011) ELLIP HT-   308.875 (meters)        (06/27/12)   ADJUSTED
 AA8074* NAD 83(2011) EPOCH   -  2010.00
 AA8074* NAVD 88 ORTHO HEIGHT -   341.792 (meters)     1121.36  (feet) ADJUSTED
 AA8074  ______________________________________________________________________
 AA8074  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 AA8074  NAD 83(2011) X  -    361,315.140 (meters)                     COMP
 AA8074  NAD 83(2011) Y  - -4,593,503.596 (meters)                     COMP
 AA8074  NAD 83(2011) Z  -  4,395,852.976 (meters)                     COMP
 AA8074  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 AA8074  DYNAMIC HEIGHT  -        341.737 (meters)     1121.18  (feet) COMP
 AA8074  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 AA8074
 AA8074  VERT ORDER      -  FIRST     CLASS II
 AA8074
 AA8074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8074  Standards:
 AA8074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8074  -------------------------------------------------------------------
 AA8074  NETWORK    0.55   1.33           0.25   0.19   0.68     -0.01029242
 AA8074  -------------------------------------------------------------------
 AA8074  Click here for local accuracies and other accuracy information.
 AA8074
 AA8074.The horizontal coordinates were established by GPS observations
 AA8074.and adjusted by the National Geodetic Survey in June 2012.
 AA8074
 AA8074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8074.been affixed to the stable North American tectonic plate. See 
 AA8074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8074
 AA8074.The horizontal coordinates are valid at the epoch date displayed above
 AA8074.which is a decimal equivalence of Year/Month/Day.
 AA8074
 AA8074.The orthometric height was determined by differential leveling and
 AA8074.adjusted by the NATIONAL GEODETIC SURVEY
 AA8074.in January 2002.
 AA8074
 AA8074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8074.GEOID18 height accuracy estimate available here.
 AA8074
 AA8074.Click photographs - Photos may exist for this station.
 AA8074
 AA8074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8074
 AA8074.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8074
 AA8074.The ellipsoidal height was determined by GPS observations
 AA8074.and is referenced to NAD 83.
 AA8074
 AA8074.The dynamic height is computed by dividing the NAVD 88
 AA8074.geopotential number by the normal gravity value computed on the
 AA8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8074.degrees latitude (g = 980.6199 gals.).
 AA8074
 AA8074.The modeled gravity was interpolated from observed gravity values.
 AA8074
 AA8074. The following values were computed from the NAD 83(2011) position.
 AA8074
 AA8074;                    North         East     Units Scale Factor Converg.
 AA8074;SPC MI C     -    59,284.725 5,908,655.945   MT  1.00009487   -0 48 08.5
 AA8074;SPC MI C     -   194,503.69 19,385,354.15   iFT  1.00009487   -0 48 08.5
 AA8074;UTM  16      - 4,855,681.064   620,374.863   MT  0.99977822   +1 02 14.8
 AA8074
 AA8074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8074!SPC MI C     -   0.99995157  x   1.00009487  =   1.00004643
 AA8074!UTM  16      -   0.99995157  x   0.99977822  =   0.99972980
 AA8074
 AA8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2037455681(NAD 83)
 AA8074
 AA8074                          SUPERSEDED SURVEY CONTROL
 AA8074
 AA8074  NAD 83(2007)-  43 50 39.85075(N)    085 30 08.99036(W) AD(2002.00) 0
 AA8074  ELLIP H (02/10/07)  308.903  (m)                       GP(2002.00)    
 AA8074  ELLIP H (06/11/02)  308.915  (m)                       GP(       ) 4 1
 AA8074  NAD 83(1994)-  43 50 39.85094(N)    085 30 08.98976(W) AD(       ) B
 AA8074  ELLIP H (09/20/95)  308.925  (m)                       GP(       ) 1 2
 AA8074  NAVD 88             341.79   (m)         1121.4    (f) LEVELING    3  
 AA8074  NAVD 88 (09/20/95)  341.8    (m)  GEOID93  model used  GPS OBS        
 AA8074
 AA8074.Superseded values are not recommended for survey control.
 AA8074
 AA8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8074.See file dsdata.pdf to determine how the superseded data were derived.
 AA8074
 AA8074_MARKER: F = FLANGE-ENCASED ROD
 AA8074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA8074_STAMPING: B 341 1992
 AA8074_MARK LOGO: NGS
 AA8074_PROJECTION: FLUSH
 AA8074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8074+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2024
 AA8074_ROD/PIPE-DEPTH: 7.3 meters
 AA8074
 AA8074  HISTORY     - Date     Condition        Report By
 AA8074  HISTORY     - 1992     MONUMENTED       NGS
 AA8074  HISTORY     - 19921111 GOOD             NGS
 AA8074  HISTORY     - 19940411 GOOD             NGS
 AA8074  HISTORY     - 20010426 GOOD             MIDT
 AA8074  HISTORY     - 20010927 GOOD             USPSQD
 AA8074  HISTORY     - 20051024 GOOD             USPSQD
 AA8074  HISTORY     - 20060522 GOOD             MIDT
 AA8074  HISTORY     - 20230615 GOOD             MIDT
 AA8074  HISTORY     - 20240604 GOOD             NGS
 AA8074
 AA8074                          STATION DESCRIPTION
 AA8074
 AA8074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA8074'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AA8074'IN REED CITY, THENCE 3.6 KM (2.25 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AA8074'131 BUSINESS, 63.7 M (209.0 FT) EAST OF THE HIGHWAY CENTERLINE, 9.1 M
 AA8074'(29.9 FT) NORTH OF THE CENTERLINE OF HERSEY ROAD, 1.0 M (3.3 FT) BELOW
 AA8074'THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) WEST OF A UTILITY POLE, AND 0.3
 AA8074'M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AA8074'IS THROUGH A 5-INCH LOGO CAP.
 AA8074
 AA8074                          STATION RECOVERY (1994)
 AA8074
 AA8074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8074'STATION IS LOCATED IN QUAD 430854, ABOUT 2.0 MILES (3.2 KM) SOUTH FROM
 AA8074'REED CITY, AND 3.0 MILES (4.8 KM) WEST FROM HERSEY, IN THE SOUTHWEST
 AA8074'1/4 OF SECTION 22, T16N, R9W, RICHMOND TOWNSHIP, OSCEOLA COUNTY.  TO
 AA8074'REACH FROM THE POST OFFICE IN REED CITY, GO EAST ON UPTON AVENUE FOR
 AA8074'0.1 MI (0.2 KM) TO U.S.  HIGHWAY 131 BUSINESS.  TURN RIGHT AND GO
 AA8074'SOUTH ON HIGHWAY 131 BUSINESS FOR 2.25 MI (3.62 KM) TO HERSEY ROAD.
 AA8074'TURN LEFT ON HERSEY ROAD AND GO EAST FOR ABOUT 210 FT (64.0 M) TO THE
 AA8074'STATION ON THE LEFT BY A UTILITY POLE.  STATION IS 209 FT (63.7 M)
 AA8074'EAST FROM THE CENTERLINE OF U.S.  HIGHWAY 131 BUSINESS, 29.9 FT (9.1
 AA8074'M) NORTH FROM THE CENTERLINE OF HERSEY ROAD, 2.3 FT (0.7 M) WEST FROM
 AA8074'A UTILITY POLE AND FIBERGLASS WITNESS POST, 1 FT (0.3 M) SOUTH FROM A
 AA8074'FIBERGLASS WITNESS POST AND ABOUT 3.3 FT (1.0 M) BELOW THE LEVEL OF
 AA8074'HERSEY ROAD.
 AA8074
 AA8074                          STATION RECOVERY (2001)
 AA8074
 AA8074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JAS)
 AA8074'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 AA8074'TRANSPORTATION,  GRAND REGION (JAS)  IN GOOD CONDITION.  STATION IS
 AA8074'GOOD FOR USE WITH G.P.S.
 AA8074'
 AA8074'STAINLESS STEEL ROD SET IN MONUMENT BOX WITH HAND-FLIP TOP
 AA8074'TO PROTECT ROD.
 AA8074'
 AA8074'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8074
 AA8074                          STATION RECOVERY (2001)
 AA8074
 AA8074'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8074'RECOVERED IN GOOD CONDITION.
 AA8074
 AA8074                          STATION RECOVERY (2005)
 AA8074
 AA8074'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AA8074'RECOVERED IN GOOD CONDITION.
 AA8074
 AA8074                          STATION RECOVERY (2006)
 AA8074
 AA8074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AA8074'RECOVERED AS DESCRIBED.
 AA8074
 AA8074                          STATION RECOVERY (2023)
 AA8074
 AA8074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (DLT)
 AA8074'RECOVERED IN GOOD CONDITION.
 AA8074
 AA8074                          STATION RECOVERY (2024)
 AA8074
 AA8074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (MB)
 AA8074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7894 ***********************************************************************
 AH7894  DESIGNATION -  B 342
 AH7894  PID         -  AH7894
 AH7894  STATE/COUNTY-  MI/MECOSTA
 AH7894  COUNTRY     -  US
 AH7894  USGS QUAD   -  MECOSTA (2017)
 AH7894
 AH7894                         *CURRENT SURVEY CONTROL
 AH7894  ______________________________________________________________________
 AH7894* NAD 83(2011) POSITION- 43 35 47.72674(N) 085 07 33.04016(W)   ADJUSTED
 AH7894* NAD 83(2011) ELLIP HT-   286.133 (meters)        (06/27/12)   ADJUSTED
 AH7894* NAD 83(2011) EPOCH   -  2010.00
 AH7894* NAVD 88 ORTHO HEIGHT -   318.813 (meters)     1045.97  (feet) ADJUSTED
 AH7894  ______________________________________________________________________
 AH7894  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 AH7894  NAD 83(2011) X  -    393,119.592 (meters)                     COMP
 AH7894  NAD 83(2011) Y  - -4,609,974.428 (meters)                     COMP
 AH7894  NAD 83(2011) Z  -  4,375,937.247 (meters)                     COMP
 AH7894  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 AH7894  DYNAMIC HEIGHT  -        318.755 (meters)     1045.78  (feet) COMP
 AH7894  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 AH7894
 AH7894  VERT ORDER      -  FIRST     CLASS II
 AH7894
 AH7894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7894  Standards:
 AH7894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7894  -------------------------------------------------------------------
 AH7894  NETWORK    0.30   0.49           0.14   0.10   0.25      0.00595464
 AH7894  -------------------------------------------------------------------
 AH7894  Click here for local accuracies and other accuracy information.
 AH7894
 AH7894.The horizontal coordinates were established by GPS observations
 AH7894.and adjusted by the National Geodetic Survey in June 2012.
 AH7894
 AH7894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7894.been affixed to the stable North American tectonic plate. See 
 AH7894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7894
 AH7894.The horizontal coordinates are valid at the epoch date displayed above
 AH7894.which is a decimal equivalence of Year/Month/Day.
 AH7894
 AH7894.The orthometric height was determined by differential leveling and
 AH7894.adjusted by the NATIONAL GEODETIC SURVEY
 AH7894.in January 2002.
 AH7894
 AH7894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7894.GEOID18 height accuracy estimate available here.
 AH7894
 AH7894.Click photographs - Photos may exist for this station.
 AH7894
 AH7894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7894
 AH7894.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7894
 AH7894.The ellipsoidal height was determined by GPS observations
 AH7894.and is referenced to NAD 83.
 AH7894
 AH7894.The dynamic height is computed by dividing the NAVD 88
 AH7894.geopotential number by the normal gravity value computed on the
 AH7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7894.degrees latitude (g = 980.6199 gals.).
 AH7894
 AH7894.The modeled gravity was interpolated from observed gravity values.
 AH7894
 AH7894. The following values were computed from the NAD 83(2011) position.
 AH7894
 AH7894;                    North         East     Units Scale Factor Converg.
 AH7894;SPC MI S     -   233,169.154 3,938,699.997   MT  0.99998402   -0 30 59.9
 AH7894;SPC MI S     -   764,990.66 12,922,244.08   iFT  0.99998402   -0 30 59.9
 AH7894;UTM  16      - 4,828,775.053   651,274.457   MT  0.99988148   +1 17 33.4
 AH7894
 AH7894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7894!SPC MI S     -   0.99995513  x   0.99998402  =   0.99993915
 AH7894!UTM  16      -   0.99995513  x   0.99988148  =   0.99983662
 AH7894
 AH7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5127428775(NAD 83)
 AH7894
 AH7894                          SUPERSEDED SURVEY CONTROL
 AH7894
 AH7894  NAD 83(2007)-  43 35 47.72689(N)    085 07 33.04061(W) AD(2002.00) B
 AH7894  ELLIP H (10/19/09)  286.137  (m)                       GP(2002.00) 1 1
 AH7894  NAD 83(2007)-  43 35 47.72685(N)    085 07 33.04108(W) AD(2002.00) 1
 AH7894  ELLIP H (08/07/08)  286.141  (m)                       GP(2002.00) 4 1
 AH7894  NAVD 88             318.81   (m)         1046.0    (f) LEVELING    3  
 AH7894
 AH7894.Superseded values are not recommended for survey control.
 AH7894
 AH7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7894.See file dsdata.pdf to determine how the superseded data were derived.
 AH7894
 AH7894_MARKER: F = FLANGE-ENCASED ROD
 AH7894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7894_STAMPING: B 342 1992
 AH7894_MARK LOGO: NGS
 AH7894_PROJECTION: FLUSH
 AH7894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7894+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 AH7894_ROD/PIPE-DEPTH: 3.7 meters
 AH7894
 AH7894  HISTORY     - Date     Condition        Report By
 AH7894  HISTORY     - 1992     MONUMENTED       NGS
 AH7894  HISTORY     - 20060522 GOOD             MIDT
 AH7894  HISTORY     - 20090215 GOOD             MIDT
 AH7894  HISTORY     - 20200626 GOOD             MIDT
 AH7894
 AH7894                          STATION DESCRIPTION
 AH7894
 AH7894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7894'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7894'IN REMUS, 50.2 M (164.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.9 M
 AH7894'(81.7 FT) EAST OF JUNCTION UTILITY POLE NUMBER 9039, 16.9 M (55.4 FT)
 AH7894'WEST OF THE CENTER OF 20TH AVENUE, 1.2 M (3.9 FT) NORTHEAST OF A
 AH7894'WITNESS POST, 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST END OF A
 AH7894'FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS
 AH7894'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7894
 AH7894                          STATION RECOVERY (2006)
 AH7894
 AH7894'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AH7894'RECOVERED AS DESCRIBED.
 AH7894
 AH7894                          STATION RECOVERY (2009)
 AH7894
 AH7894'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AS)
 AH7894'RECOVERED AS DESCRIBED.
 AH7894
 AH7894                          STATION RECOVERY (2020)
 AH7894
 AH7894'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AH7894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7910 ***********************************************************************
 AH7910  DESIGNATION -  B 343
 AH7910  PID         -  AH7910
 AH7910  STATE/COUNTY-  MI/MONTCALM
 AH7910  COUNTRY     -  US
 AH7910  USGS QUAD   -  STANTON (2017)
 AH7910
 AH7910                         *CURRENT SURVEY CONTROL
 AH7910  ______________________________________________________________________
 AH7910* NAD 83(2011) POSITION- 43 19 55.26688(N) 085 02 39.79439(W)   ADJUSTED
 AH7910* NAD 83(2011) ELLIP HT-   256.029 (meters)        (06/27/12)   ADJUSTED
 AH7910* NAD 83(2011) EPOCH   -  2010.00
 AH7910* NAVD 88 ORTHO HEIGHT -   288.593 (meters)      946.83  (feet) ADJUSTED
 AH7910  ______________________________________________________________________
 AH7910  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 AH7910  NAD 83(2011) X  -    401,418.087 (meters)                     COMP
 AH7910  NAD 83(2011) Y  - -4,629,534.871 (meters)                     COMP
 AH7910  NAD 83(2011) Z  -  4,354,581.072 (meters)                     COMP
 AH7910  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AH7910  DYNAMIC HEIGHT  -        288.539 (meters)      946.65  (feet) COMP
 AH7910  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 AH7910
 AH7910  VERT ORDER      -  FIRST     CLASS II
 AH7910
 AH7910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7910  Standards:
 AH7910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7910  -------------------------------------------------------------------
 AH7910  NETWORK    0.61   1.23           0.29   0.19   0.63      0.08968355
 AH7910  -------------------------------------------------------------------
 AH7910  Click here for local accuracies and other accuracy information.
 AH7910
 AH7910.The horizontal coordinates were established by GPS observations
 AH7910.and adjusted by the National Geodetic Survey in June 2012.
 AH7910
 AH7910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7910.been affixed to the stable North American tectonic plate. See 
 AH7910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7910
 AH7910.The horizontal coordinates are valid at the epoch date displayed above
 AH7910.which is a decimal equivalence of Year/Month/Day.
 AH7910
 AH7910.The orthometric height was determined by differential leveling and
 AH7910.adjusted by the NATIONAL GEODETIC SURVEY
 AH7910.in August 2020.
 AH7910
 AH7910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7910.GEOID18 height accuracy estimate available here.
 AH7910
 AH7910.Click photographs - Photos may exist for this station.
 AH7910
 AH7910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7910
 AH7910.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7910
 AH7910.The ellipsoidal height was determined by GPS observations
 AH7910.and is referenced to NAD 83.
 AH7910
 AH7910.The dynamic height is computed by dividing the NAVD 88
 AH7910.geopotential number by the normal gravity value computed on the
 AH7910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7910.degrees latitude (g = 980.6199 gals.).
 AH7910
 AH7910.The modeled gravity was interpolated from observed gravity values.
 AH7910
 AH7910. The following values were computed from the NAD 83(2011) position.
 AH7910
 AH7910;                    North         East     Units Scale Factor Converg.
 AH7910;SPC MI S     -   203,720.747 3,945,040.524   MT  0.99993727   -0 27 40.4
 AH7910;SPC MI S     -   668,375.15 12,943,046.34   iFT  0.99993727   -0 27 40.4
 AH7910;UTM  16      - 4,799,543.011   658,539.664   MT  0.99990919   +1 20 32.2
 AH7910
 AH7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7910!SPC MI S     -   0.99995985  x   0.99993727  =   0.99989712
 AH7910!UTM  16      -   0.99995985  x   0.99990919  =   0.99986905
 AH7910
 AH7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5853999543(NAD 83)
 AH7910
 AH7910                          SUPERSEDED SURVEY CONTROL
 AH7910
 AH7910  NAD 83(2007)-  43 19 55.26691(N)    085 02 39.79526(W) AD(2002.00) 1
 AH7910  ELLIP H (08/07/08)  256.044  (m)                       GP(2002.00) 4 1
 AH7910  NAVD 88             288.60   (m)          946.8    (f) LEVELING    3  
 AH7910  NAVD 88 (01/15/02)  288.599  (m)          946.85   (f) SUPERSEDED  1 2
 AH7910
 AH7910.Superseded values are not recommended for survey control.
 AH7910
 AH7910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7910.See file dsdata.pdf to determine how the superseded data were derived.
 AH7910
 AH7910_MARKER: F = FLANGE-ENCASED ROD
 AH7910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7910_STAMPING: B 343 1992
 AH7910_MARK LOGO: NGS
 AH7910_PROJECTION: FLUSH
 AH7910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7910+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 AH7910_ROD/PIPE-DEPTH: 12.9 meters
 AH7910
 AH7910  HISTORY     - Date     Condition        Report By
 AH7910  HISTORY     - 1992     MONUMENTED       NGS
 AH7910  HISTORY     - 20060524 GOOD             MIDT
 AH7910  HISTORY     - 20160614 GOOD             MIDT
 AH7910  HISTORY     - 20200625 GOOD             MIDT
 AH7910
 AH7910                          STATION DESCRIPTION
 AH7910
 AH7910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7910'2.8 KM (1.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7910'STANTON, THENCE 4.5 KM (2.80 MI) NORTHERLY ALONG WYMAN ROAD, 13.2 M
 AH7910'(43.3 FT) SOUTH OF THE ENTRANCE INTO A DRAG STRIP, 11.6 M (38.1 FT)
 AH7910'WEST OF AND LEVEL WITH THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) EAST OF
 AH7910'A WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AH7910'IS THROUGH A 5-INCH LOGO CAP.
 AH7910
 AH7910                          STATION RECOVERY (2006)
 AH7910
 AH7910'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AH7910'RECOVERED IN GOOD CONDITION.
 AH7910
 AH7910                          STATION RECOVERY (2016)
 AH7910
 AH7910'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AH7910'RECOVERED IN GOOD CONDITION.
 AH7910
 AH7910                          STATION RECOVERY (2020)
 AH7910
 AH7910'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AH7910'WITNESS POST BROKEN BUT IN CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8449 ***********************************************************************
 AH8449  DESIGNATION -  B 344
 AH8449  PID         -  AH8449
 AH8449  STATE/COUNTY-  MI/ST JOSEPH
 AH8449  COUNTRY     -  US
 AH8449  USGS QUAD   -  CONSTANTINE (2017)
 AH8449
 AH8449                         *CURRENT SURVEY CONTROL
 AH8449  ______________________________________________________________________
 AH8449* NAD 83(1986) POSITION- 41 50 34.     (N) 085 40 11.     (W)   SCALED
 AH8449* NAVD 88 ORTHO HEIGHT -   237.480 (meters)      779.13  (feet) ADJUSTED
 AH8449  ______________________________________________________________________
 AH8449  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 AH8449  DYNAMIC HEIGHT  -        237.396 (meters)      778.86  (feet) COMP
 AH8449  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 AH8449
 AH8449  VERT ORDER      -  FIRST     CLASS II
 AH8449
 AH8449.The horizontal coordinates were scaled from a map and have
 AH8449.an estimated accuracy of +/- 6 seconds.
 AH8449
 AH8449.The orthometric height was determined by differential leveling and
 AH8449.adjusted by the NATIONAL GEODETIC SURVEY
 AH8449.in March 2005.
 AH8449
 AH8449.No vertical observational check was made to the station.
 AH8449
 AH8449.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8449.GEOID18 height accuracy estimate available here.
 AH8449
 AH8449.Click photographs - Photos may exist for this station.
 AH8449
 AH8449.The dynamic height is computed by dividing the NAVD 88
 AH8449.geopotential number by the normal gravity value computed on the
 AH8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8449.degrees latitude (g = 980.6199 gals.).
 AH8449
 AH8449.The modeled gravity was interpolated from observed gravity values.
 AH8449
 AH8449;                    North         East    Units  Estimated Accuracy
 AH8449;SPC MI S     -    38,910.    3,891,770.      MT  (+/- 180 meters Scaled)
 AH8449
 AH8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM104331(NAD 83)
 AH8449
 AH8449                          SUPERSEDED SURVEY CONTROL
 AH8449
 AH8449.No superseded survey control is available for this station.
 AH8449
 AH8449_MARKER: DV = VERTICAL CONTROL DISK
 AH8449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8449_SP_SET: BRIDGE ABUTMENT
 AH8449_STAMPING: B 344 1992
 AH8449_MARK LOGO: NGS
 AH8449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8449+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8449
 AH8449  HISTORY     - Date     Condition        Report By
 AH8449  HISTORY     - 1992     MONUMENTED       NGS
 AH8449  HISTORY     - 20010528 GOOD             NGS
 AH8449  HISTORY     - 20061003 GOOD             ASCPC
 AH8449
 AH8449                          STATION DESCRIPTION
 AH8449
 AH8449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8449'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 AH8449'IN CONSTANTINE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 AH8449'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 AH8449'SPANNING THE ST.  JOSEPH RIVER, 9.9 M (32.5 FT) SOUTHWEST OF THE
 AH8449'CENTERLINE OF THE HIGHWAY, 3.4 M (11.2 FT) SOUTHEAST OF THE NORTHWEST
 AH8449'END OF THE WEST ABUTMENT WINGWALL, AND 1.3 M (4.3 FT) BELOW THE LEVEL
 AH8449'OF THE HIGHWAY.
 AH8449
 AH8449                          STATION RECOVERY (2001)
 AH8449
 AH8449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8449'RECOVERED AS DESCRIBED.
 AH8449
 AH8449                          STATION RECOVERY (2006)
 AH8449
 AH8449'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2006
 AH8449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5231 ***********************************************************************
 DL5231  DESIGNATION -  B 345 RESET
 DL5231  PID         -  DL5231
 DL5231  STATE/COUNTY-  MI/KALAMAZOO
 DL5231  COUNTRY     -  US
 DL5231  USGS QUAD   -  PORTAGE (2017)
 DL5231
 DL5231                         *CURRENT SURVEY CONTROL
 DL5231  ______________________________________________________________________
 DL5231* NAD 83(2011) POSITION- 42 14 17.87505(N) 085 34 30.48419(W)   ADJUSTED
 DL5231* NAD 83(2011) ELLIP HT-   229.831 (meters)        (06/27/12)   ADJUSTED
 DL5231* NAD 83(2011) EPOCH   -  2010.00
 DL5231* NAVD 88 ORTHO HEIGHT -   262.874 (meters)      862.45  (feet) ADJUSTED
 DL5231  ______________________________________________________________________
 DL5231  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 DL5231  NAD 83(2011) X  -    364,882.684 (meters)                     COMP
 DL5231  NAD 83(2011) Y  - -4,715,320.271 (meters)                     COMP
 DL5231  NAD 83(2011) Z  -  4,265,391.864 (meters)                     COMP
 DL5231  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DL5231  DYNAMIC HEIGHT  -        262.792 (meters)      862.18  (feet) COMP
 DL5231  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 DL5231
 DL5231  VERT ORDER      -  FIRST     CLASS II
 DL5231
 DL5231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5231  Standards:
 DL5231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5231  -------------------------------------------------------------------
 DL5231  NETWORK    0.50   0.84           0.24   0.14   0.43      0.12751957
 DL5231  -------------------------------------------------------------------
 DL5231  Click here for local accuracies and other accuracy information.
 DL5231
 DL5231.The horizontal coordinates were established by GPS observations
 DL5231.and adjusted by the National Geodetic Survey in June 2012.
 DL5231
 DL5231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5231.been affixed to the stable North American tectonic plate. See 
 DL5231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5231
 DL5231.The horizontal coordinates are valid at the epoch date displayed above
 DL5231.which is a decimal equivalence of Year/Month/Day.
 DL5231
 DL5231.The orthometric height was determined by differential leveling and
 DL5231.adjusted by the NATIONAL GEODETIC SURVEY
 DL5231.in October 2009.
 DL5231
 DL5231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5231.GEOID18 height accuracy estimate available here.
 DL5231
 DL5231.Click photographs - Photos may exist for this station.
 DL5231
 DL5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5231
 DL5231.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5231
 DL5231.The ellipsoidal height was determined by GPS observations
 DL5231.and is referenced to NAD 83.
 DL5231
 DL5231.The dynamic height is computed by dividing the NAVD 88
 DL5231.geopotential number by the normal gravity value computed on the
 DL5231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5231.degrees latitude (g = 980.6199 gals.).
 DL5231
 DL5231.The modeled gravity was interpolated from observed gravity values.
 DL5231
 DL5231. The following values were computed from the NAD 83(2011) position.
 DL5231
 DL5231;                    North         East     Units Scale Factor Converg.
 DL5231;SPC MI S     -    82,724.907 3,900,258.349   MT  0.99997012   -0 49 20.6
 DL5231;SPC MI S     -   271,407.18 12,796,123.19   iFT  0.99997012   -0 49 20.6
 DL5231;UTM  16      - 4,677,217.567   617,563.866   MT  0.99977006   +0 57 28.5
 DL5231
 DL5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5231!SPC MI S     -   0.99996396  x   0.99997012  =   0.99993408
 DL5231!UTM  16      -   0.99996396  x   0.99977006  =   0.99973402
 DL5231
 DL5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1756377217(NAD 83)
 DL5231
 DL5231                          SUPERSEDED SURVEY CONTROL
 DL5231
 DL5231  NAD 83(2007)-  42 14 17.87528(N)    085 34 30.48496(W) AD(2002.00) B
 DL5231  ELLIP H (10/23/09)  229.833  (m)                       GP(2002.00) 3 1
 DL5231
 DL5231.Superseded values are not recommended for survey control.
 DL5231
 DL5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5231.See file dsdata.pdf to determine how the superseded data were derived.
 DL5231
 DL5231_MARKER: DV = VERTICAL CONTROL DISK
 DL5231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5231_SP_SET: BRIDGE ABUTMENT
 DL5231_STAMPING: B 345 RESET 2006
 DL5231_MARK LOGO: NGS
 DL5231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5231+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2017
 DL5231
 DL5231  HISTORY     - Date     Condition        Report By
 DL5231  HISTORY     - UNK      MONUMENTED       MIDT
 DL5231  HISTORY     - 20080505 GOOD             COLEM
 DL5231  HISTORY     - 20110314 GOOD             ADVGEO
 DL5231  HISTORY     - 20160211 GOOD             C2AE
 DL5231  HISTORY     - 20170616 GOOD             USACE
 DL5231
 DL5231                          STATION DESCRIPTION
 DL5231
 DL5231'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5231'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DL5231'LOVERS LANE ROAD WITH INTERSTATE HIGHWAY 94 IN PORTAGE, MICHIGAN.
 DL5231'
 DL5231'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5231'MODERNIZATION MARK DISK SET IN THE TOP OF THE WEST END OF THE SOUTH
 DL5231'ABUTMENT END WALL.
 DL5231'
 DL5231'THE STATION IS 17.0 FT (5.2 M) SOUTH OF THE BRIDGE REFERENCE LINE, 4.5
 DL5231'FT (1.4 M) WEST OF THE EDGE OF CURB OF LOVERS LANE ROAD AND 1.7 FT
 DL5231'(0.5 M) NORTH OF THE END OF THE END WALL.
 DL5231'
 DL5231'NOTE-- THIS STATION IS ABOUT 4 FT (1.2 M) ABOVE THE SIDEWALK MAKING
 DL5231'GPS OBSERVATIONS CHALLENGING.
 DL5231
 DL5231                          STATION RECOVERY (2011)
 DL5231
 DL5231'RECOVERY NOTE BY ADVANCED GEOMATICS 2011 (ACF)
 DL5231'RECOVERED AS DESCRIBED
 DL5231
 DL5231                          STATION RECOVERY (2016)
 DL5231
 DL5231'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 DL5231'RECOVERED IN GOOD CONDITION.
 DL5231
 DL5231                          STATION RECOVERY (2017)
 DL5231
 DL5231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 DL5231'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8194 ***********************************************************************
 AB8194  DESIGNATION -  B 346
 AB8194  PID         -  AB8194
 AB8194  STATE/COUNTY-  MI/CHIPPEWA
 AB8194  COUNTRY     -  US
 AB8194  USGS QUAD   -  TIMBERLOST (2017)
 AB8194
 AB8194                         *CURRENT SURVEY CONTROL
 AB8194  ______________________________________________________________________
 AB8194* NAD 83(1986) POSITION- 46 36 32.     (N) 085 12 53.     (W)   SCALED
 AB8194* NAVD 88 ORTHO HEIGHT -   223.732 (meters)      734.03  (feet) ADJUSTED
 AB8194  ______________________________________________________________________
 AB8194  GEOID HEIGHT    -        -36.225 (meters)                     GEOID18
 AB8194  DYNAMIC HEIGHT  -        223.746 (meters)      734.07  (feet) COMP
 AB8194  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 AB8194
 AB8194  VERT ORDER      -  SECOND    CLASS I
 AB8194
 AB8194.The horizontal coordinates were scaled from a map and have
 AB8194.an estimated accuracy of +/- 6 seconds.
 AB8194
 AB8194.The orthometric height was determined by differential leveling and
 AB8194.adjusted by the NATIONAL GEODETIC SURVEY
 AB8194.in July 2002.
 AB8194
 AB8194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8194.GEOID18 height accuracy estimate available here.
 AB8194
 AB8194.Click photographs - Photos may exist for this station.
 AB8194
 AB8194.The dynamic height is computed by dividing the NAVD 88
 AB8194.geopotential number by the normal gravity value computed on the
 AB8194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8194.degrees latitude (g = 980.6199 gals.).
 AB8194
 AB8194.The modeled gravity was interpolated from observed gravity values.
 AB8194
 AB8194;                    North         East    Units  Estimated Accuracy
 AB8194;SPC MI N     -   204,440.    8,136,750.      MT  (+/- 180 meters Scaled)
 AB8194
 AB8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS367632(NAD 83)
 AB8194
 AB8194                          SUPERSEDED SURVEY CONTROL
 AB8194
 AB8194.No superseded survey control is available for this station.
 AB8194
 AB8194_MARKER: I = METAL ROD
 AB8194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8194_STAMPING: B 346 1996
 AB8194_MARK LOGO: NGS
 AB8194_PROJECTION: FLUSH
 AB8194_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8194+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 AB8194_ROD/PIPE-DEPTH: 12.0 meters
 AB8194
 AB8194  HISTORY     - Date     Condition        Report By
 AB8194  HISTORY     - 1996     MONUMENTED       NGS
 AB8194  HISTORY     - 20040825 GOOD             USPSQD
 AB8194  HISTORY     - 20050902 GOOD             USPSQD
 AB8194
 AB8194                          STATION DESCRIPTION
 AB8194
 AB8194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8194'17.5 KM (10.85 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8194'OF WHITEFISH ROAD IN PARADISE, 24.2 M (79.4 FT) NORTHWEST OF THE
 AB8194'HIGHWAY CENTERLINE, 7.4 M (24.3 FT) SOUTH OF A 16-INCH PINE TREE, 0.7
 AB8194'M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF
 AB8194'THE NORTH END OF A SIGN (FIRE DANGER) .  NOTE--ACCESS TO THE DATUM
 AB8194'POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8194
 AB8194                          STATION RECOVERY (2004)
 AB8194
 AB8194'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8194'RECOVERED IN GOOD CONDITION.
 AB8194
 AB8194                          STATION RECOVERY (2005)
 AB8194
 AB8194'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6027 ***********************************************************************
 AC6027  DESIGNATION -  B 347
 AC6027  PID         -  AC6027
 AC6027  STATE/COUNTY-  MI/KEWEENAW
 AC6027  COUNTRY     -  US
 AC6027  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6027
 AC6027                         *CURRENT SURVEY CONTROL
 AC6027  ______________________________________________________________________
 AC6027* NAD 83(1986) POSITION- 47 26 12.9    (N) 088 09 07.5    (W)   HD_HELD2
 AC6027* NAVD 88 ORTHO HEIGHT -   333.490 (meters)     1094.13  (feet) ADJUSTED
 AC6027  ______________________________________________________________________
 AC6027  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 AC6027  DYNAMIC HEIGHT  -        333.549 (meters)     1094.32  (feet) COMP
 AC6027  MODELED GRAVITY -    980,780.9   (mgal)                       NAVD 88
 AC6027
 AC6027  VERT ORDER      -  SECOND    CLASS I
 AC6027
 AC6027.The horizontal coordinates were established by autonomous hand held GPS
 AC6027.observations and have an estimated accuracy of +/- 10 meters.
 AC6027
 AC6027.The orthometric height was determined by differential leveling and
 AC6027.adjusted by the NATIONAL GEODETIC SURVEY
 AC6027.in March 1997.
 AC6027
 AC6027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6027.GEOID18 height accuracy estimate available here.
 AC6027
 AC6027.Click photographs - Photos may exist for this station.
 AC6027
 AC6027.The dynamic height is computed by dividing the NAVD 88
 AC6027.geopotential number by the normal gravity value computed on the
 AC6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6027.degrees latitude (g = 980.6199 gals.).
 AC6027
 AC6027.The modeled gravity was interpolated from observed gravity values.
 AC6027
 AC6027;                    North         East    Units  Estimated Accuracy
 AC6027;SPC MI N     -   295,585.    7,913,088.      MT  (+/- 10 meters HH2 GPS)
 AC6027
 AC6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1312954362(NAD 83)
 AC6027
 AC6027                          SUPERSEDED SURVEY CONTROL
 AC6027
 AC6027.No superseded survey control is available for this station.
 AC6027
 AC6027_MARKER: DV = VERTICAL CONTROL DISK
 AC6027_SETTING: 66 = SET IN ROCK OUTCROP
 AC6027_STAMPING: B 347 1996
 AC6027_MARK LOGO: NGS
 AC6027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6027+STABILITY: POSITION/ELEVATION WELL
 AC6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6027+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6027
 AC6027  HISTORY     - Date     Condition        Report By
 AC6027  HISTORY     - 1996     MONUMENTED       NGS
 AC6027  HISTORY     - 20010913 GOOD             USPSQD
 AC6027  HISTORY     - 20031013 GOOD             GEOCAC
 AC6027  HISTORY     - 20090806 GOOD             GEOCAC
 AC6027
 AC6027                          STATION DESCRIPTION
 AC6027
 AC6027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6027'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6027'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 1.3 KM (0.80 MI)
 AC6027'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN A 3 BY 3-FOOT AREA OF
 AC6027'OUTCROPPING BEDROCK NEAR THE CREST OF A HILL, 6.0 M (19.7 FT) NORTH OF
 AC6027'THE ROAD CENTER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5 M
 AC6027'(1.6 FT) WEST OF A WITNESS POST.
 AC6027
 AC6027                          STATION RECOVERY (2001)
 AC6027
 AC6027'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6027'RECOVERED IN GOOD CONDITION.
 AC6027
 AC6027                          STATION RECOVERY (2003)
 AC6027
 AC6027'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6027'RECOVERED IN GOOD CONDITION.
 AC6027
 AC6027                          STATION RECOVERY (2009)
 AC6027
 AC6027'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0070 ***********************************************************************
 PK0070  DESIGNATION -  B 35
 PK0070  PID         -  PK0070
 PK0070  STATE/COUNTY-  MI/ARENAC
 PK0070  COUNTRY     -  US
 PK0070  USGS QUAD   -  WHITTEMORE (2017)
 PK0070
 PK0070                         *CURRENT SURVEY CONTROL
 PK0070  ______________________________________________________________________
 PK0070* NAD 83(1986) POSITION- 44 08 31.     (N) 083 47 09.     (W)   SCALED
 PK0070* NAVD 88 ORTHO HEIGHT -   193.470 (meters)      634.74  (feet) ADJUSTED
 PK0070  ______________________________________________________________________
 PK0070  GEOID HEIGHT    -        -35.179 (meters)                     GEOID18
 PK0070  DYNAMIC HEIGHT  -        193.440 (meters)      634.64  (feet) COMP
 PK0070  MODELED GRAVITY -    980,459.3   (mgal)                       NAVD 88
 PK0070
 PK0070  VERT ORDER      -  FIRST     CLASS II
 PK0070
 PK0070.The horizontal coordinates were scaled from a map and have
 PK0070.an estimated accuracy of +/- 6 seconds.
 PK0070
 PK0070.The orthometric height was determined by differential leveling and
 PK0070.adjusted by the NATIONAL GEODETIC SURVEY
 PK0070.in June 1991.
 PK0070
 PK0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0070.GEOID18 height accuracy estimate available here.
 PK0070
 PK0070.Click photographs - Photos may exist for this station.
 PK0070
 PK0070.The dynamic height is computed by dividing the NAVD 88
 PK0070.geopotential number by the normal gravity value computed on the
 PK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0070.degrees latitude (g = 980.6199 gals.).
 PK0070
 PK0070.The modeled gravity was interpolated from observed gravity values.
 PK0070
 PK0070;                    North         East    Units  Estimated Accuracy
 PK0070;SPC MI C     -    91,870.    6,046,480.      MT  (+/- 180 meters Scaled)
 PK0070
 PK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ771914(NAD 83)
 PK0070
 PK0070                          SUPERSEDED SURVEY CONTROL
 PK0070
 PK0070  NGVD 29 (??/??/92)  193.663  (m)          635.38   (f) ADJ UNCH    1 2
 PK0070
 PK0070.Superseded values are not recommended for survey control.
 PK0070
 PK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0070.See file dsdata.pdf to determine how the superseded data were derived.
 PK0070
 PK0070_MARKER: DB = BENCH MARK DISK
 PK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0070_STAMPING: B 35 1934
 PK0070_MARK LOGO: CGS
 PK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0070+STABILITY: SURFACE MOTION
 PK0070
 PK0070  HISTORY     - Date     Condition        Report By
 PK0070  HISTORY     - 1934     MONUMENTED       CGS
 PK0070  HISTORY     - 1953     MARK NOT FOUND   CGS
 PK0070  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0070  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PK0070  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 PK0070
 PK0070                          STATION DESCRIPTION
 PK0070
 PK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PK0070'AT TURNER.
 PK0070'AT TURNER, ARENAC COUNTY, 25 YARDS NORTH OF THE NORTHEAST CORNER
 PK0070'OF THE DETROIT AND MACKINAC STATION, 7 RAILS SOUTH OF A ROAD
 PK0070'CROSSING, 7 YARDS EAST OF THE SIDEWALK LEADING TO THE STATION,
 PK0070'AND 10 YARDS WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 PK0070'DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 PK0070'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PK0070
 PK0070                          STATION RECOVERY (1965)
 PK0070
 PK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0070'MARK NOT FOUND.
 PK0070
 PK0070                          STATION RECOVERY (1989)
 PK0070
 PK0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0070'MARK NOT FOUND.
 PK0070
 PK0070                          STATION RECOVERY (2001)
 PK0070
 PK0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (LH)
 PK0070'DETROIT AND MACKINAC STATION HAS BEEN REMOVED AND AREA HAS BEEN
 PK0070'LANDSCAPED.  NO BENCH MARK WAS FOUND IS AREA DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0032 ***********************************************************************
 PK0032  DESIGNATION -  B 36
 PK0032  PID         -  PK0032
 PK0032  STATE/COUNTY-  MI/ALPENA
 PK0032  COUNTRY     -  US
 PK0032  USGS QUAD   -  SOUTH POINT (2017)
 PK0032
 PK0032                         *CURRENT SURVEY CONTROL
 PK0032  ______________________________________________________________________
 PK0032* NAD 83(1986) POSITION- 44 52 38.     (N) 083 22 09.     (W)   SCALED
 PK0032* NAVD 88 ORTHO HEIGHT -   185.332 (meters)      608.04  (feet) ADJUSTED
 PK0032  ______________________________________________________________________
 PK0032  GEOID HEIGHT    -        -36.184 (meters)                     GEOID18
 PK0032  DYNAMIC HEIGHT  -        185.317 (meters)      607.99  (feet) COMP
 PK0032  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 PK0032
 PK0032  VERT ORDER      -  FIRST     CLASS II
 PK0032
 PK0032.The horizontal coordinates were scaled from a map and have
 PK0032.an estimated accuracy of +/- 6 seconds.
 PK0032
 PK0032.The orthometric height was determined by differential leveling and
 PK0032.adjusted by the NATIONAL GEODETIC SURVEY
 PK0032.in June 1991.
 PK0032
 PK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0032.GEOID18 height accuracy estimate available here.
 PK0032
 PK0032.Click photographs - Photos may exist for this station.
 PK0032
 PK0032.The dynamic height is computed by dividing the NAVD 88
 PK0032.geopotential number by the normal gravity value computed on the
 PK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0032.degrees latitude (g = 980.6199 gals.).
 PK0032
 PK0032.The modeled gravity was interpolated from observed gravity values.
 PK0032
 PK0032;                    North         East    Units  Estimated Accuracy
 PK0032;SPC MI C     -   173,890.    6,078,810.      MT  (+/- 180 meters Scaled)
 PK0032
 PK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK128720(NAD 83)
 PK0032
 PK0032                          SUPERSEDED SURVEY CONTROL
 PK0032
 PK0032  NGVD 29 (??/??/92)  185.513  (m)          608.64   (f) ADJ UNCH    1 2
 PK0032
 PK0032.Superseded values are not recommended for survey control.
 PK0032
 PK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0032.See file dsdata.pdf to determine how the superseded data were derived.
 PK0032
 PK0032_MARKER: DB = BENCH MARK DISK
 PK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0032_STAMPING: B 36 1934
 PK0032_MARK LOGO: CGS
 PK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0032+STABILITY: SURFACE MOTION
 PK0032
 PK0032  HISTORY     - Date     Condition        Report By
 PK0032  HISTORY     - 1934     MONUMENTED       CGS
 PK0032  HISTORY     - 1971     GOOD             MIDNR
 PK0032  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0032  HISTORY     - 19990804 MARK NOT FOUND   USPSQD
 PK0032
 PK0032                          STATION DESCRIPTION
 PK0032
 PK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0032'4.4 MI S FROM OSSINEKE.
 PK0032'4.4 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0032'THE STATION AT OSSINEKE, ALPENA COUNTY, 77 RAILS SOUTH OF
 PK0032'MILEPOST 107, 9 FEET SOUTH OF POLE 4423, 46 FEET WEST OF THE
 PK0032'WEST RAIL, 2 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE
 PK0032'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 36 1934 AND SET
 PK0032'IN THE TOP OF A CONCRETE POST.
 PK0032
 PK0032                          STATION RECOVERY (1971)
 PK0032
 PK0032'RECOVERY NOTE BY MI DEPT OF NAT RES 1971
 PK0032'RECOVERED IN GOOD CONDITION.
 PK0032
 PK0032                          STATION RECOVERY (1983)
 PK0032
 PK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0032'NOT RECOVERED, LOCKED GATES, LEVEL LINE REROUTED ALONG HIGHWAY 23.
 PK0032
 PK0032                          STATION RECOVERY (1999)
 PK0032
 PK0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0025 ***********************************************************************
 QJ0025  DESIGNATION -  B 37
 QJ0025  PID         -  QJ0025
 QJ0025  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0025  COUNTRY     -  US
 QJ0025  USGS QUAD   -  HAWKS (2017)
 QJ0025
 QJ0025                         *CURRENT SURVEY CONTROL
 QJ0025  ______________________________________________________________________
 QJ0025* NAD 83(1986) POSITION- 45 18 37.     (N) 083 56 54.     (W)   SCALED
 QJ0025* NAVD 88 ORTHO HEIGHT -   255.833 (meters)      839.35  (feet) POSTED
 QJ0025  ______________________________________________________________________
 QJ0025  GEOID HEIGHT    -        -36.513 (meters)                     GEOID18
 QJ0025  DYNAMIC HEIGHT  -        255.82  (meters)      839.3   (feet) COMP
 QJ0025  MODELED GRAVITY -    980,542.5   (mgal)                       NAVD 88
 QJ0025
 QJ0025  VERT ORDER      -  * POSTED, SEE BELOW
 QJ0025
 QJ0025.The horizontal coordinates were scaled from a map and have
 QJ0025.an estimated accuracy of +/- 6 seconds.
 QJ0025
 QJ0025.The orthometric height was determined by differential leveling
 QJ0025.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QJ0025
 QJ0025.* This is a POSTED BENCH MARK height.
 QJ0025
 QJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0025.GEOID18 height accuracy estimate available here.
 QJ0025
 QJ0025.Click photographs - Photos may exist for this station.
 QJ0025
 QJ0025.The dynamic height is computed by dividing the NAVD 88
 QJ0025.geopotential number by the normal gravity value computed on the
 QJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0025.degrees latitude (g = 980.6199 gals.).
 QJ0025
 QJ0025.The modeled gravity was interpolated from observed gravity values.
 QJ0025
 QJ0025;                    North         East    Units  Estimated Accuracy
 QJ0025;SPC MI C     -   221,620.    6,032,800.      MT  (+/- 180 meters Scaled)
 QJ0025
 QJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL688216(NAD 83)
 QJ0025
 QJ0025                          SUPERSEDED SURVEY CONTROL
 QJ0025
 QJ0025  NGVD 29 (??/??/92)  255.887  (m)          839.52   (f) ADJ UNCH    1 2
 QJ0025
 QJ0025.Superseded values are not recommended for survey control.
 QJ0025
 QJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0025
 QJ0025_MARKER: DB = BENCH MARK DISK
 QJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0025_STAMPING: B 37 1934
 QJ0025_MARK LOGO: CGS
 QJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0025+STABILITY: SURFACE MOTION
 QJ0025
 QJ0025  HISTORY     - Date     Condition        Report By
 QJ0025  HISTORY     - 1934     MONUMENTED       CGS
 QJ0025  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0025  HISTORY     - 20010331 POOR             NGS
 QJ0025
 QJ0025                          STATION DESCRIPTION
 QJ0025
 QJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0025'AT BUNTON.
 QJ0025'AT BUNTON, PRESQUE ISLE COUNTY, 20 YARDS WEST OF THE DETROIT
 QJ0025'AND MACKINAC RAILWAY STATION, 0.3 MILE WEST OF MILEPOST 154,
 QJ0025'4 RAILS WEST OF A ROAD CROSSING, 10 YARDS NORTH OF POLE 1355,
 QJ0025'AND 11 YARDS SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 QJ0025'B 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 QJ0025'INCHES ABOVE GROUND.
 QJ0025
 QJ0025                          STATION RECOVERY (1983)
 QJ0025
 QJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0025'NOT RECOVERED THIS DATE, OLD RAILROAD STATION AND AREA HAS BEEN
 QJ0025'CLEARED, MARK LOST.
 QJ0025
 QJ0025                          STATION RECOVERY (2001)
 QJ0025
 QJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0025'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0163 ***********************************************************************
 OJ0163  DESIGNATION -  B 38
 OJ0163  PID         -  OJ0163
 OJ0163  STATE/COUNTY-  MI/HURON
 OJ0163  COUNTRY     -  US
 OJ0163  USGS QUAD   -  KINDE EAST (2017)
 OJ0163
 OJ0163                         *CURRENT SURVEY CONTROL
 OJ0163  ______________________________________________________________________
 OJ0163* NAD 83(1986) POSITION- 43 55 28.     (N) 082 59 42.     (W)   SCALED
 OJ0163* NAVD 88 ORTHO HEIGHT -   216.716 (meters)      711.01  (feet) ADJUSTED
 OJ0163  ______________________________________________________________________
 OJ0163  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 OJ0163  DYNAMIC HEIGHT  -        216.682 (meters)      710.90  (feet) COMP
 OJ0163  MODELED GRAVITY -    980,458.4   (mgal)                       NAVD 88
 OJ0163
 OJ0163  VERT ORDER      -  SECOND    CLASS 0
 OJ0163
 OJ0163.The horizontal coordinates were scaled from a map and have
 OJ0163.an estimated accuracy of +/- 6 seconds.
 OJ0163
 OJ0163.The orthometric height was determined by differential leveling and
 OJ0163.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0163.in June 1991.
 OJ0163
 OJ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0163.GEOID18 height accuracy estimate available here.
 OJ0163
 OJ0163.Click photographs - Photos may exist for this station.
 OJ0163
 OJ0163.The dynamic height is computed by dividing the NAVD 88
 OJ0163.geopotential number by the normal gravity value computed on the
 OJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0163.degrees latitude (g = 980.6199 gals.).
 OJ0163
 OJ0163.The modeled gravity was interpolated from observed gravity values.
 OJ0163
 OJ0163;                    North         East    Units  Estimated Accuracy
 OJ0163;SPC MI S     -   270,220.    4,110,160.      MT  (+/- 180 meters Scaled)
 OJ0163
 OJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398654(NAD 83)
 OJ0163
 OJ0163                          SUPERSEDED SURVEY CONTROL
 OJ0163
 OJ0163  NGVD 29 (??/??/92)  216.849  (m)          711.45   (f) ADJ UNCH    2 0
 OJ0163
 OJ0163.Superseded values are not recommended for survey control.
 OJ0163
 OJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0163.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0163
 OJ0163_MARKER: DB = BENCH MARK DISK
 OJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0163_STAMPING: P 38 1934
 OJ0163_MARK LOGO: CGS
 OJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0163+STABILITY: SURFACE MOTION
 OJ0163
 OJ0163  HISTORY     - Date     Condition        Report By
 OJ0163  HISTORY     - 1934     MONUMENTED       CGS
 OJ0163  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0163
 OJ0163                          STATION DESCRIPTION
 OJ0163
 OJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0163'1 MI S FROM KINDE.
 OJ0163'1.0 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0163'STATION AT KINDE, HURON COUNTY, AT THE FIRST ROAD CROSSING
 OJ0163'SOUTH OF THE STATION, AT A GRAVEL-ROAD CROSSING, 28 FEET SOUTH
 OJ0163'OF THE CENTERLINE OF THE ROAD, 27.9 FEET WEST OF THE WEST RAIL,
 OJ0163'2.9 FEET NORTH OF A WIRE FENCE CORNER, AND 1/2 FOOT HIGHER THAN
 OJ0163'THE RAIL.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE TOP
 OJ0163'OF A CONCRETE POST.
 OJ0163
 OJ0163                          STATION RECOVERY (1999)
 OJ0163
 OJ0163'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0180 ***********************************************************************
 OJ0180  DESIGNATION -  B 39
 OJ0180  PID         -  OJ0180
 OJ0180  STATE/COUNTY-  MI/HURON
 OJ0180  COUNTRY     -  US
 OJ0180  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0180
 OJ0180                         *CURRENT SURVEY CONTROL
 OJ0180  ______________________________________________________________________
 OJ0180* NAD 83(1986) POSITION- 43 46 58.     (N) 082 40 56.     (W)   SCALED
 OJ0180* NAVD 88 ORTHO HEIGHT -   213.087 (meters)      699.10  (feet) ADJUSTED
 OJ0180  ______________________________________________________________________
 OJ0180  GEOID HEIGHT    -        -35.066 (meters)                     GEOID18
 OJ0180  DYNAMIC HEIGHT  -        213.050 (meters)      698.98  (feet) COMP
 OJ0180  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OJ0180
 OJ0180  VERT ORDER      -  SECOND    CLASS 0
 OJ0180
 OJ0180.The horizontal coordinates were scaled from a map and have
 OJ0180.an estimated accuracy of +/- 6 seconds.
 OJ0180
 OJ0180.The orthometric height was determined by differential leveling and
 OJ0180.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0180.in June 1991.
 OJ0180
 OJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0180.GEOID18 height accuracy estimate available here.
 OJ0180
 OJ0180.Click photographs - Photos may exist for this station.
 OJ0180
 OJ0180.The dynamic height is computed by dividing the NAVD 88
 OJ0180.geopotential number by the normal gravity value computed on the
 OJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0180.degrees latitude (g = 980.6199 gals.).
 OJ0180
 OJ0180.The modeled gravity was interpolated from observed gravity values.
 OJ0180
 OJ0180;                    North         East    Units  Estimated Accuracy
 OJ0180;SPC MI S     -   254,940.    4,135,590.      MT  (+/- 180 meters Scaled)
 OJ0180
 OJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ646491(NAD 83)
 OJ0180
 OJ0180                          SUPERSEDED SURVEY CONTROL
 OJ0180
 OJ0180  NGVD 29 (??/??/92)  213.229  (m)          699.57   (f) ADJ UNCH    2 0
 OJ0180
 OJ0180.Superseded values are not recommended for survey control.
 OJ0180
 OJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0180.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0180
 OJ0180_MARKER: DB = BENCH MARK DISK
 OJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0180_STAMPING: B 39 1934
 OJ0180_MARK LOGO: CGS
 OJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0180+STABILITY: SURFACE MOTION
 OJ0180
 OJ0180  HISTORY     - Date     Condition        Report By
 OJ0180  HISTORY     - 1934     MONUMENTED       CGS
 OJ0180  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0180
 OJ0180                          STATION DESCRIPTION
 OJ0180
 OJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0180'4.7 MI S FROM HARBOR BEACH.
 OJ0180'4.7 MILES SOUTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0180'OF THE PERE MARQUETTE RAILROAD, 87.1 FEET SOUTH OF THE
 OJ0180'INTERSECTION OF THE CENTER LINE OF A DIRT ROAD AND THE SOUTHEAST
 OJ0180'RAIL, 35.1 FEET WEST OF THE CENTER LINE OF DIRT ROAD, 25.1 FEET
 OJ0180'SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FEET NORTHWEST OF THE
 OJ0180'CORNER POST OF A WIRE FENCE, 1.0 FOOT BELOW TOP OF RAIL, ON
 OJ0180'TOP OF A CONCRETE POST.
 OJ0180
 OJ0180                          STATION RECOVERY (1999)
 OJ0180
 OJ0180'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0301 ***********************************************************************
 OK0301  DESIGNATION -  B 4
 OK0301  PID         -  OK0301
 OK0301  STATE/COUNTY-  MI/KENT
 OK0301  COUNTRY     -  US
 OK0301  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0301
 OK0301                         *CURRENT SURVEY CONTROL
 OK0301  ______________________________________________________________________
 OK0301* NAD 83(1986) POSITION- 43 11 54.     (N) 085 21 04.     (W)   SCALED
 OK0301* NAVD 88 ORTHO HEIGHT -   261.594 (meters)      858.25  (feet) ADJUSTED
 OK0301  ______________________________________________________________________
 OK0301  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 OK0301  DYNAMIC HEIGHT  -        261.536 (meters)      858.06  (feet) COMP
 OK0301  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 OK0301
 OK0301  VERT ORDER      -  SECOND    CLASS 0
 OK0301
 OK0301.The horizontal coordinates were scaled from a map and have
 OK0301.an estimated accuracy of +/- 6 seconds.
 OK0301
 OK0301.The orthometric height was determined by differential leveling and
 OK0301.adjusted by the NATIONAL GEODETIC SURVEY
 OK0301.in June 1991.
 OK0301
 OK0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0301.GEOID18 height accuracy estimate available here.
 OK0301
 OK0301.Click photographs - Photos may exist for this station.
 OK0301
 OK0301.The dynamic height is computed by dividing the NAVD 88
 OK0301.geopotential number by the normal gravity value computed on the
 OK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0301.degrees latitude (g = 980.6199 gals.).
 OK0301
 OK0301.The modeled gravity was interpolated from observed gravity values.
 OK0301
 OK0301;                    North         East    Units  Estimated Accuracy
 OK0301;SPC MI S     -   189,120.    3,919,990.      MT  (+/- 180 meters Scaled)
 OK0301
 OK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN339841(NAD 83)
 OK0301
 OK0301                          SUPERSEDED SURVEY CONTROL
 OK0301
 OK0301  NGVD 29 (??/??/92)  261.724  (m)          858.67   (f) ADJ UNCH    2 0
 OK0301
 OK0301.Superseded values are not recommended for survey control.
 OK0301
 OK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0301.See file dsdata.pdf to determine how the superseded data were derived.
 OK0301
 OK0301_MARKER: DD = SURVEY DISK
 OK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0301_STAMPING: B 4 1928
 OK0301_MARK LOGO: USGS
 OK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0301+STABILITY: SURFACE MOTION
 OK0301
 OK0301  HISTORY     - Date     Condition        Report By
 OK0301  HISTORY     - 1928     MONUMENTED       USGS
 OK0301  HISTORY     - 1934     GOOD             CGS
 OK0301  HISTORY     - 20210526 MARK NOT FOUND   MIDT
 OK0301
 OK0301                          STATION DESCRIPTION
 OK0301
 OK0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0301'0.3 MI E FROM LINCOLN LAKE.
 OK0301'0.3 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0301'AT LINCOLN LAKE, ABOUT 25 YARDS SOUTHEAST OF THE SOUTHEAST
 OK0301'CORNER OF A WOODEN SCHOOLHOUSE, 200 FEET EAST OF THE CENTER
 OK0301'OF A GRAVEL-ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL, 16
 OK0301'FEET SOUTH OF A FENCE AND ABOUT 4 FEET HIGHER THAN THE TOP OF
 OK0301'RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 4 1928
 OK0301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0301'GROUND.
 OK0301
 OK0301                          STATION RECOVERY (2021)
 OK0301
 OK0301'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KD)
 OK0301'NOT FOUND, MARK POSSIBLY UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0313 ***********************************************************************
 NE0313  DESIGNATION -  B 41
 NE0313  PID         -  NE0313
 NE0313  STATE/COUNTY-  MI/ST CLAIR
 NE0313  COUNTRY     -  US
 NE0313  USGS QUAD   -  MEMPHIS (2017)
 NE0313
 NE0313                         *CURRENT SURVEY CONTROL
 NE0313  ______________________________________________________________________
 NE0313* NAD 83(1986) POSITION- 42 59 25.     (N) 082 45 47.     (W)   SCALED
 NE0313* NAVD 88 ORTHO HEIGHT -   236.132 (meters)      774.71  (feet) ADJUSTED
 NE0313  ______________________________________________________________________
 NE0313  GEOID HEIGHT    -        -34.773 (meters)                     GEOID18
 NE0313  DYNAMIC HEIGHT  -        236.071 (meters)      774.51  (feet) COMP
 NE0313  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 NE0313
 NE0313  VERT ORDER      -  SECOND    CLASS 0
 NE0313
 NE0313.The horizontal coordinates were scaled from a map and have
 NE0313.an estimated accuracy of +/- 6 seconds.
 NE0313
 NE0313.The orthometric height was determined by differential leveling and
 NE0313.adjusted by the NATIONAL GEODETIC SURVEY
 NE0313.in June 1991.
 NE0313
 NE0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0313.GEOID18 height accuracy estimate available here.
 NE0313
 NE0313.Click photographs - Photos may exist for this station.
 NE0313
 NE0313.The dynamic height is computed by dividing the NAVD 88
 NE0313.geopotential number by the normal gravity value computed on the
 NE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0313.degrees latitude (g = 980.6199 gals.).
 NE0313
 NE0313.The modeled gravity was interpolated from observed gravity values.
 NE0313
 NE0313;                    North         East    Units  Estimated Accuracy
 NE0313;SPC MI S     -   166,780.    4,130,760.      MT  (+/- 180 meters Scaled)
 NE0313
 NE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH562612(NAD 83)
 NE0313
 NE0313                          SUPERSEDED SURVEY CONTROL
 NE0313
 NE0313.No superseded survey control is available for this station.
 NE0313
 NE0313_MARKER: DB = BENCH MARK DISK
 NE0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0313_STAMPING: B 41 1934
 NE0313_MARK LOGO: CGS
 NE0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0313+STABILITY: SURFACE MOTION
 NE0313
 NE0313  HISTORY     - Date     Condition        Report By
 NE0313  HISTORY     - 1934     MONUMENTED       CGS
 NE0313  HISTORY     - 1977     GOOD             MIDH
 NE0313  HISTORY     - 1977     GOOD             NGS
 NE0313  HISTORY     - 20030930 MARK NOT FOUND   ROWEIN
 NE0313
 NE0313                          STATION DESCRIPTION
 NE0313
 NE0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0313'AT EMMETT.
 NE0313'AT EMMETT, ST. CLAIR COUNTY, 46 YARDS EAST OF THE SOUTHEAST
 NE0313'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 26.4 FEET
 NE0313'SOUTH OF THE CENTERLINE OF A CINDER ROAD, 27.5 FEET NORTH OF
 NE0313'THE NORTH RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 NE0313'STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE
 NE0313'POST.
 NE0313
 NE0313                          STATION RECOVERY (1977)
 NE0313
 NE0313'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0313'ST.CLAIR COUNTY T7N R14E, EMMETT TOWNSHIP SECTION 36. FROM THE POST
 NE0313'OFFICE IN EMMETT GO NORTH 0.1 MILE ALONG STATE HIGHWAY 19 TO MARY
 NE0313'STREET, GO EAST 0.1 MILE TO MARK ON RIGHT. IT IS 32 FEET NORTHWEST OF
 NE0313'SWITCH ARM, 30 FEET SOUTH OF CENTERLINE OF MARY STREET, 28 FEET NORTH
 NE0313'OF NORTH RAIL, 14 FEET WESTSOUTHWEST OF A TELEPHONE POLE. STANDARD
 NE0313'DISK STAMPED B41 1934 SET IN TOP OF CONCRETE POST.
 NE0313
 NE0313                          STATION RECOVERY (1977)
 NE0313
 NE0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0313'0.1 MILE EAST ALONG GRAND TRUNK RAILROAD FROM ITS JUNCTION WITH MAIN
 NE0313'STREET IN EMMETT, 30 FEET SOUTH OF THE CENTER OF MARY STREET, 28 FEET
 NE0313'NORTH OF THE NORTH RAIL, 32 FEET NORTH WEST OF A SWITCHING ARM. THE
 NE0313'DEPOT HAS BEEN REMOVED.
 NE0313
 NE0313                          STATION RECOVERY (2003)
 NE0313
 NE0313'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0782 ***********************************************************************
 NE0782  DESIGNATION -  B 42
 NE0782  PID         -  NE0782
 NE0782  STATE/COUNTY-  MI/GENESEE
 NE0782  COUNTRY     -  US
 NE0782  USGS QUAD   -  DURAND (2017)
 NE0782
 NE0782                         *CURRENT SURVEY CONTROL
 NE0782  ______________________________________________________________________
 NE0782* NAD 83(1986) POSITION- 42 56 03.     (N) 083 53 27.     (W)   SCALED
 NE0782* NAVD 88 ORTHO HEIGHT -   236.872 (meters)      777.14  (feet) ADJUSTED
 NE0782  ______________________________________________________________________
 NE0782  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 NE0782  DYNAMIC HEIGHT  -        236.812 (meters)      776.94  (feet) COMP
 NE0782  MODELED GRAVITY -    980,361.8   (mgal)                       NAVD 88
 NE0782
 NE0782  VERT ORDER      -  SECOND    CLASS 0
 NE0782
 NE0782.The horizontal coordinates were scaled from a map and have
 NE0782.an estimated accuracy of +/- 6 seconds.
 NE0782
 NE0782.The orthometric height was determined by differential leveling and
 NE0782.adjusted by the NATIONAL GEODETIC SURVEY
 NE0782.in June 1991.
 NE0782
 NE0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0782.GEOID18 height accuracy estimate available here.
 NE0782
 NE0782.Click photographs - Photos may exist for this station.
 NE0782
 NE0782.The dynamic height is computed by dividing the NAVD 88
 NE0782.geopotential number by the normal gravity value computed on the
 NE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0782.degrees latitude (g = 980.6199 gals.).
 NE0782
 NE0782.The modeled gravity was interpolated from observed gravity values.
 NE0782
 NE0782;                    North         East    Units  Estimated Accuracy
 NE0782;SPC MI S     -   159,410.    4,038,840.      MT  (+/- 180 meters Scaled)
 NE0782
 NE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH641575(NAD 83)
 NE0782
 NE0782                          SUPERSEDED SURVEY CONTROL
 NE0782
 NE0782  NGVD 29 (??/??/92)  237.010  (m)          777.59   (f) ADJ UNCH    2 0
 NE0782
 NE0782.Superseded values are not recommended for survey control.
 NE0782
 NE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0782.See file dsdata.pdf to determine how the superseded data were derived.
 NE0782
 NE0782_MARKER: DB = BENCH MARK DISK
 NE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0782_STAMPING: B 42 1934
 NE0782_MARK LOGO: CGS
 NE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0782+STABILITY: SURFACE MOTION
 NE0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0782+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 NE0782
 NE0782  HISTORY     - Date     Condition        Report By
 NE0782  HISTORY     - 1934     MONUMENTED       CGS
 NE0782  HISTORY     - 19961025 GOOD             USPSQD
 NE0782  HISTORY     - 20030211 GOOD             ADVGEO
 NE0782  HISTORY     - 20030612 GOOD             ROWEIN
 NE0782  HISTORY     - 20070409 GOOD             ROWEIN
 NE0782  HISTORY     - 20080324 GOOD             ROWEIN
 NE0782
 NE0782                          STATION DESCRIPTION
 NE0782
 NE0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0782'0.9 MI E FROM DUFFIELD.
 NE0782'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0782'STATION AT DUFFIELD, GENESEE COUNTY, 0.4 MILE EAST OF MILEPOST
 NE0782'C 258, 55 YARDS EAST OF A BATTERY CHAMBER, IN THE SOUTHWEST
 NE0782'QUADRANT OF A ROAD CROSSING, 40.2 FEET SOUTHWEST OF THE
 NE0782'INTERSECTION OF THE CENTERLINE OF THE ROAD WITH THE SOUTH RAIL
 NE0782'OF THE SOUTH TRACK, AND 20.5 FEET SOUTH OF THE SOUTH RAIL.  A
 NE0782'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 NE0782'POST.
 NE0782
 NE0782                          STATION RECOVERY (1996)
 NE0782
 NE0782'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0782'RECOVERED IN GOOD CONDITION.
 NE0782
 NE0782                          STATION RECOVERY (2003)
 NE0782
 NE0782'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (WFS)
 NE0782'RECOVERED AS DESCRIBED
 NE0782
 NE0782                          STATION RECOVERY (2003)
 NE0782
 NE0782'RECOVERY NOTE BY ROWE INCORPORATED 2003 (MWR)
 NE0782'FOUND IN GOOD CONDITION WITH THE FOLLOWING UPDATED DESCRIPTION.
 NE0782'TO REACH FROM THE INTERSECTION OF DUFFIELD AND REID ROADS AT DUFFIELD,
 NE0782'GO EAST ON REID ROAD ONE MILE TO NICHOLS ROAD, TURN LEFT AND GO NORTH
 NE0782'ON NICHOLS ROAD 0.25 MILE TO END OF ROAD, CONTINUE NORTH ON TWO TRACK
 NE0782'0.25 MILE TO RAILROAD TRACKS AND THE STATION ON THE LEFT.
 NE0782'THE STATION IS 35 FEET SOUTH OF THE SOUTH RAIL, 8.7 FEET SOUTH OF A
 NE0782'FIBER OPTIC MARKER POST, 28 FEET WEST OF THE CENTER OF A TWO TRACK,
 NE0782'AND 28.5 FEET NORTHEAST OF A 10 INCH HICKORY.
 NE0782
 NE0782                          STATION RECOVERY (2007)
 NE0782
 NE0782'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0782'THE STATION IS AS DESCRIBED WITH THE ADDITION THAT THE TWO TRACK
 NE0782'BEYOND END COUNTY RD IS ONLY SEASONALLY ACCESSIBLE TO VEHICLE TRAFFIC.
 NE0782
 NE0782                          STATION RECOVERY (2008)
 NE0782
 NE0782'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 NE0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0763 ***********************************************************************
 NE0763  DESIGNATION -  B 43
 NE0763  PID         -  NE0763
 NE0763  STATE/COUNTY-  MI/OAKLAND
 NE0763  COUNTRY     -  US
 NE0763  USGS QUAD   -  DAVISBURG (2017)
 NE0763
 NE0763                         *CURRENT SURVEY CONTROL
 NE0763  ______________________________________________________________________
 NE0763* NAD 83(1986) POSITION- 42 47 16.1    (N) 083 37 14.3    (W)   HD_HELD2
 NE0763* NAVD 88 ORTHO HEIGHT -   286.882 (meters)      941.21  (feet) ADJUSTED
 NE0763  ______________________________________________________________________
 NE0763  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 NE0763  DYNAMIC HEIGHT  -        286.799 (meters)      940.94  (feet) COMP
 NE0763  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 NE0763
 NE0763  VERT ORDER      -  SECOND    CLASS 0
 NE0763
 NE0763.The horizontal coordinates were established by autonomous hand held GPS
 NE0763.observations and have an estimated accuracy of +/- 10 meters.
 NE0763
 NE0763.The orthometric height was determined by differential leveling and
 NE0763.adjusted by the NATIONAL GEODETIC SURVEY
 NE0763.in June 1991.
 NE0763
 NE0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0763.GEOID18 height accuracy estimate available here.
 NE0763
 NE0763.Click photographs - Photos may exist for this station.
 NE0763
 NE0763.The dynamic height is computed by dividing the NAVD 88
 NE0763.geopotential number by the normal gravity value computed on the
 NE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0763.degrees latitude (g = 980.6199 gals.).
 NE0763
 NE0763.The modeled gravity was interpolated from observed gravity values.
 NE0763
 NE0763;                    North         East    Units  Estimated Accuracy
 NE0763;SPC MI S     -   143,316.    4,061,034.      MT  (+/- 10 meters HH2 GPS)
 NE0763
 NE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8565640582(NAD 83)
 NE0763
 NE0763                          SUPERSEDED SURVEY CONTROL
 NE0763
 NE0763  NGVD 29 (??/??/92)  286.987  (m)          941.56   (f) ADJ UNCH    2 0
 NE0763
 NE0763.Superseded values are not recommended for survey control.
 NE0763
 NE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0763.See file dsdata.pdf to determine how the superseded data were derived.
 NE0763
 NE0763_MARKER: DB = BENCH MARK DISK
 NE0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0763_SP_SET: BUIDING
 NE0763_STAMPING: B 43 1934
 NE0763_MARK LOGO: CGS
 NE0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0763
 NE0763  HISTORY     - Date     Condition        Report By
 NE0763  HISTORY     - 1934     MONUMENTED       CGS
 NE0763  HISTORY     - 1947     GOOD             CGS
 NE0763
 NE0763                          STATION DESCRIPTION
 NE0763
 NE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NE0763'AT HOLLY.
 NE0763'AT HOLLY, OAKLAND COUNTY, 500 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0763'SIDE OF THE GRAND TRUNK WESTERN RAILWAY STATION, AT THE EAST
 NE0763'ANGLE OF THE JUNCTION WITH THE PERE MARQUETTE RAILWAY (NOW
 NE0763'KNOWN AS THE CHESAPEAKE AND OHIO RAILWAY), 12 YARDS EAST OF THE
 NE0763'CROSSING IN THE SOUTHWEST FACE OF THE ABANDONED SWITCH HOUSE,
 NE0763'1.1 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, AND 1.9
 NE0763'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED B 43 1934 AND
 NE0763'SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0135 ***********************************************************************
 RJ0135  DESIGNATION -  B 44
 RJ0135  PID         -  RJ0135
 RJ0135  STATE/COUNTY-  MI/CHIPPEWA
 RJ0135  COUNTRY     -  US
 RJ0135  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0135
 RJ0135                         *CURRENT SURVEY CONTROL
 RJ0135  ______________________________________________________________________
 RJ0135* NAD 83(1986) POSITION- 46 29 49.     (N) 084 20 43.     (W)   SCALED
 RJ0135* NAVD 88 ORTHO HEIGHT -   186.948 (meters)      613.35  (feet) ADJUSTED
 RJ0135  ______________________________________________________________________
 RJ0135  GEOID HEIGHT    -        -36.638 (meters)                     GEOID18
 RJ0135  DYNAMIC HEIGHT  -        186.959 (meters)      613.38  (feet) COMP
 RJ0135  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 RJ0135
 RJ0135  VERT ORDER      -  FIRST     CLASS II
 RJ0135
 RJ0135.The horizontal coordinates were scaled from a map and have
 RJ0135.an estimated accuracy of +/- 6 seconds.
 RJ0135
 RJ0135.The orthometric height was determined by differential leveling and
 RJ0135.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0135.in June 1991.
 RJ0135
 RJ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0135.GEOID18 height accuracy estimate available here.
 RJ0135
 RJ0135.Click photographs - Photos may exist for this station.
 RJ0135
 RJ0135.The dynamic height is computed by dividing the NAVD 88
 RJ0135.geopotential number by the normal gravity value computed on the
 RJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0135.degrees latitude (g = 980.6199 gals.).
 RJ0135
 RJ0135.The modeled gravity was interpolated from observed gravity values.
 RJ0135
 RJ0135;                    North         East    Units  Estimated Accuracy
 RJ0135;SPC MI N     -   193,870.    8,203,740.      MT  (+/- 180 meters Scaled)
 RJ0135
 RJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS037526(NAD 83)
 RJ0135
 RJ0135                          SUPERSEDED SURVEY CONTROL
 RJ0135
 RJ0135  NGVD 29 (??/??/92)  186.907  (m)          613.21   (f) ADJ UNCH    1 2
 RJ0135
 RJ0135.Superseded values are not recommended for survey control.
 RJ0135
 RJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0135.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0135
 RJ0135_MARKER: DB = BENCH MARK DISK
 RJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0135_STAMPING: 613.250 B 44 1934
 RJ0135_MARK LOGO: CGS
 RJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0135+STABILITY: SURFACE MOTION
 RJ0135
 RJ0135  HISTORY     - Date     Condition        Report By
 RJ0135  HISTORY     - 1934     MONUMENTED       CGS
 RJ0135  HISTORY     - 1944     GOOD             CGS
 RJ0135  HISTORY     - 1966     MARK NOT FOUND   CGS
 RJ0135  HISTORY     - 20061115 MARK NOT FOUND   INDIV
 RJ0135
 RJ0135                          STATION DESCRIPTION
 RJ0135
 RJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RJ0135'AT SAULT STE MARIE.
 RJ0135'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE INTERSECTION OF
 RJ0135'SPRUCE AND BINGHAM STREETS, AT THE COUNTY COURTHOUSE, IN THE
 RJ0135'SOUTHEAST CORNER OF THE GROUNDS, AND 3 FEET INSIDE THE
 RJ0135'RIGHT-ANGLE FORMED BY THE SIDEWALKS.  A STANDARD DISK, STAMPED
 RJ0135'613.250 B 44 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0135'PROJECTING 6 INCHES ABOVE GROUND.
 RJ0135
 RJ0135                          STATION RECOVERY (1966)
 RJ0135
 RJ0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 RJ0135'MARK NOT FOUND.
 RJ0135
 RJ0135                          STATION RECOVERY (2006)
 RJ0135
 RJ0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEW)
 RJ0135'MARK NOT RECOVERED.  SINCE 1944 THE CITY RELOCATED ITS OFFICES TO A
 RJ0135'NEWLY ERECTED BUILDING IN THIS VICINITY.  LATER AN ADDITION WAS ADDED
 RJ0135'TO THE JAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0330 ***********************************************************************
 RJ0330  DESIGNATION -  B 45
 RJ0330  PID         -  RJ0330
 RJ0330  STATE/COUNTY-  MI/CHIPPEWA
 RJ0330  COUNTRY     -  US
 RJ0330  USGS QUAD   -  HULBERT (2017)
 RJ0330
 RJ0330                         *CURRENT SURVEY CONTROL
 RJ0330  ______________________________________________________________________
 RJ0330* NAD 83(1986) POSITION- 46 21 22.     (N) 085 09 04.     (W)   SCALED
 RJ0330* NAVD 88 ORTHO HEIGHT -   221.440 (meters)      726.51  (feet) ADJUSTED
 RJ0330  ______________________________________________________________________
 RJ0330  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 RJ0330  DYNAMIC HEIGHT  -        221.457 (meters)      726.56  (feet) COMP
 RJ0330  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 RJ0330
 RJ0330  VERT ORDER      -  FIRST     CLASS II
 RJ0330
 RJ0330.The horizontal coordinates were scaled from a map and have
 RJ0330.an estimated accuracy of +/- 6 seconds.
 RJ0330
 RJ0330.The orthometric height was determined by differential leveling and
 RJ0330.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0330.in June 1991.
 RJ0330
 RJ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0330.GEOID18 height accuracy estimate available here.
 RJ0330
 RJ0330.Click photographs - Photos may exist for this station.
 RJ0330
 RJ0330.The dynamic height is computed by dividing the NAVD 88
 RJ0330.geopotential number by the normal gravity value computed on the
 RJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0330.degrees latitude (g = 980.6199 gals.).
 RJ0330
 RJ0330.The modeled gravity was interpolated from observed gravity values.
 RJ0330
 RJ0330;                    North         East    Units  Estimated Accuracy
 RJ0330;SPC MI N     -   176,460.    8,142,270.      MT  (+/- 180 meters Scaled)
 RJ0330
 RJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS422352(NAD 83)
 RJ0330
 RJ0330                          SUPERSEDED SURVEY CONTROL
 RJ0330
 RJ0330  NGVD 29 (??/??/92)  221.428  (m)          726.47   (f) ADJ UNCH    1 2
 RJ0330
 RJ0330.Superseded values are not recommended for survey control.
 RJ0330
 RJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0330.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0330
 RJ0330_MARKER: DB = BENCH MARK DISK
 RJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0330_STAMPING: B 45 1934
 RJ0330_MARK LOGO: CGS
 RJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0330+STABILITY: SURFACE MOTION
 RJ0330
 RJ0330  HISTORY     - Date     Condition        Report By
 RJ0330  HISTORY     - 1934     MONUMENTED       CGS
 RJ0330  HISTORY     - 1935     GOOD             CGS
 RJ0330  HISTORY     - 1965     POOR             USGS
 RJ0330
 RJ0330                          STATION DESCRIPTION
 RJ0330
 RJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0330'AT HULBERT.
 RJ0330'AT HULBERT, CHIPPEWA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RJ0330'ATLANTIC RAILWAY, NEAR MILEPOST 41, 5 RAILS WEST OF THE
 RJ0330'FREIGHT SHED, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 RJ0330'AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 45 1934
 RJ0330'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST LEANS
 RJ0330'10 DEG E.
 RJ0330
 RJ0330                          STATION RECOVERY (1965)
 RJ0330
 RJ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0330'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0447 ***********************************************************************
 RJ0447  DESIGNATION -  B 46
 RJ0447  PID         -  RJ0447
 RJ0447  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0447  COUNTRY     -  US
 RJ0447  USGS QUAD   -  SENEY (2017)
 RJ0447
 RJ0447                         *CURRENT SURVEY CONTROL
 RJ0447  ______________________________________________________________________
 RJ0447* NAD 83(1986) POSITION- 46 20 40.     (N) 085 56 49.     (W)   SCALED
 RJ0447* NAVD 88 ORTHO HEIGHT -   224.142 (meters)      735.37  (feet) ADJUSTED
 RJ0447  ______________________________________________________________________
 RJ0447  GEOID HEIGHT    -        -35.238 (meters)                     GEOID18
 RJ0447  DYNAMIC HEIGHT  -        224.157 (meters)      735.42  (feet) COMP
 RJ0447  MODELED GRAVITY -    980,678.3   (mgal)                       NAVD 88
 RJ0447
 RJ0447  VERT ORDER      -  FIRST     CLASS II
 RJ0447
 RJ0447.The horizontal coordinates were scaled from a map and have
 RJ0447.an estimated accuracy of +/- 6 seconds.
 RJ0447
 RJ0447.The orthometric height was determined by differential leveling and
 RJ0447.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0447.in June 1991.
 RJ0447
 RJ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0447.GEOID18 height accuracy estimate available here.
 RJ0447
 RJ0447.Click photographs - Photos may exist for this station.
 RJ0447
 RJ0447.The dynamic height is computed by dividing the NAVD 88
 RJ0447.geopotential number by the normal gravity value computed on the
 RJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0447.degrees latitude (g = 980.6199 gals.).
 RJ0447
 RJ0447.The modeled gravity was interpolated from observed gravity values.
 RJ0447
 RJ0447;                    North         East    Units  Estimated Accuracy
 RJ0447;SPC MI N     -   174,050.    8,081,060.      MT  (+/- 180 meters Scaled)
 RJ0447
 RJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES810328(NAD 83)
 RJ0447
 RJ0447                          SUPERSEDED SURVEY CONTROL
 RJ0447
 RJ0447  NGVD 29 (??/??/92)  224.109  (m)          735.26   (f) ADJ UNCH    1 2
 RJ0447
 RJ0447.Superseded values are not recommended for survey control.
 RJ0447
 RJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0447.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0447
 RJ0447_MARKER: DB = BENCH MARK DISK
 RJ0447_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0447_STAMPING: B 46 1934
 RJ0447_MARK LOGO: CGS
 RJ0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0447
 RJ0447  HISTORY     - Date     Condition        Report By
 RJ0447  HISTORY     - 1934     MONUMENTED       CGS
 RJ0447  HISTORY     - 1964     MARK NOT FOUND   CGS
 RJ0447
 RJ0447                          STATION DESCRIPTION
 RJ0447
 RJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0447'AT SENEY.
 RJ0447'AT SENEY, SCHOOLCRAFT COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RJ0447'ATLANTIC RAILWAY, 17 RAILS WEST OF THE STATION, AT MILEAGE
 RJ0447'79.8, ONE RAIL EAST OF THE CENTER OF A GRADE CROSSING, 60 FEET
 RJ0447'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, 10 FEET NORTH OF
 RJ0447'THE CENTELINE OF THE TRACK, AND 2 FEET EAST OF A CONCRETE WALK.
 RJ0447'A STANDARD DISK, STAMPED B 46 1934 AND SET IN THE TOP OF A
 RJ0447'CONCRETE POST.  NOTE-- A PRECAST CONCRETE POST WAS FOUND AT
 RJ0447'THE DESCRIBED LOCATION OF THIS MARK.  IT WAS BROKEN OFF BUT
 RJ0447'THE DISK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0105 ***********************************************************************
 RK0105  DESIGNATION -  B 47
 RK0105  PID         -  RK0105
 RK0105  STATE/COUNTY-  MI/ALGER
 RK0105  COUNTRY     -  US
 RK0105  USGS QUAD   -  AU TRAIN (2017)
 RK0105
 RK0105                         *CURRENT SURVEY CONTROL
 RK0105  ______________________________________________________________________
 RK0105* NAD 83(1986) POSITION- 46 25 56.     (N) 086 50 19.     (W)   SCALED
 RK0105* NAVD 88 ORTHO HEIGHT -   187.103 (meters)      613.85  (feet) ADJUSTED
 RK0105  ______________________________________________________________________
 RK0105  GEOID HEIGHT    -        -35.284 (meters)                     GEOID18
 RK0105  DYNAMIC HEIGHT  -        187.116 (meters)      613.90  (feet) COMP
 RK0105  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 RK0105
 RK0105  VERT ORDER      -  FIRST     CLASS II
 RK0105
 RK0105.The horizontal coordinates were scaled from a map and have
 RK0105.an estimated accuracy of +/- 6 seconds.
 RK0105
 RK0105.The orthometric height was determined by differential leveling and
 RK0105.adjusted by the NATIONAL GEODETIC SURVEY
 RK0105.in June 1991.
 RK0105
 RK0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0105.GEOID18 height accuracy estimate available here.
 RK0105
 RK0105.Click photographs - Photos may exist for this station.
 RK0105
 RK0105.The dynamic height is computed by dividing the NAVD 88
 RK0105.geopotential number by the normal gravity value computed on the
 RK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0105.degrees latitude (g = 980.6199 gals.).
 RK0105
 RK0105.The modeled gravity was interpolated from observed gravity values.
 RK0105
 RK0105;                    North         East    Units  Estimated Accuracy
 RK0105;SPC MI N     -   183,280.    8,012,400.      MT  (+/- 180 meters Scaled)
 RK0105
 RK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES123420(NAD 83)
 RK0105
 RK0105                          SUPERSEDED SURVEY CONTROL
 RK0105
 RK0105  NGVD 29 (??/??/92)  187.080  (m)          613.78   (f) ADJ UNCH    1 2
 RK0105
 RK0105.Superseded values are not recommended for survey control.
 RK0105
 RK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0105.See file dsdata.pdf to determine how the superseded data were derived.
 RK0105
 RK0105_MARKER: DB = BENCH MARK DISK
 RK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0105_STAMPING: B 47 1934
 RK0105_MARK LOGO: CGS
 RK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0105+STABILITY: SURFACE MOTION
 RK0105
 RK0105  HISTORY     - Date     Condition        Report By
 RK0105  HISTORY     - 1934     MONUMENTED       CGS
 RK0105  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0105  HISTORY     - 19980414 MARK NOT FOUND   NGS
 RK0105
 RK0105                          STATION DESCRIPTION
 RK0105
 RK0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RK0105'AT AU TRAIN.
 RK0105'AT AU TRAIN, ALGER COUNTY, ON THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0105'RAILWAY, 19 RAILS WEST OF THE STATION, 24-1/2 RAILS WEST OF
 RK0105'MILEPOST 125, 35 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 RK0105'AND MIDWAY BETWEEN TWO PINE TREES IN LINE WITH A ROW OF POLES.
 RK0105'A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE TOP OF A CONCRETE
 RK0105'POST.  NOTE-- EXCAVATIONS APPEAR IN AREA
 RK0105
 RK0105                          STATION RECOVERY (1998)
 RK0105
 RK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0105'THIS STATION IS PROBABLY STILL THERE, BUT IT IS STILL COVERED BY
 RK0105'BRIDGE TIMBERS AS THE BRIDGE IS STILL IN GOOD CONDITION AS DESCRIBED
 RK0105'IN 1958.  THESE TIMBERS MAY BE REMOVED WHEN THE RAILROAD IS CONVERTED
 RK0105'TO RAILS TO TRAILS IN NEAR FUTURE.  RECOVERED BY RONALD L.  RAMSEY,
 RK0105'NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0053 ***********************************************************************
 RL0053  DESIGNATION -  B 48
 RL0053  PID         -  RL0053
 RL0053  STATE/COUNTY-  MI/BARAGA
 RL0053  COUNTRY     -  US
 RL0053  USGS QUAD   -  ALBERTA (2017)
 RL0053
 RL0053                         *CURRENT SURVEY CONTROL
 RL0053  ______________________________________________________________________
 RL0053* NAD 83(1986) POSITION- 46 44 44.1    (N) 088 29 46.7    (W)   HD_HELD2
 RL0053* NAVD 88 ORTHO HEIGHT -   189.349 (meters)      621.22  (feet) ADJUSTED
 RL0053  ______________________________________________________________________
 RL0053  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 RL0053  DYNAMIC HEIGHT  -        189.361 (meters)      621.26  (feet) COMP
 RL0053  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 RL0053
 RL0053  VERT ORDER      -  FIRST     CLASS II
 RL0053
 RL0053.The horizontal coordinates were established by autonomous hand held GPS
 RL0053.observations and have an estimated accuracy of +/- 10 meters.
 RL0053
 RL0053.The orthometric height was determined by differential leveling and
 RL0053.adjusted by the NATIONAL GEODETIC SURVEY
 RL0053.in June 1991.
 RL0053
 RL0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0053.GEOID18 height accuracy estimate available here.
 RL0053
 RL0053.Click photographs - Photos may exist for this station.
 RL0053
 RL0053.The dynamic height is computed by dividing the NAVD 88
 RL0053.geopotential number by the normal gravity value computed on the
 RL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0053.degrees latitude (g = 980.6199 gals.).
 RL0053
 RL0053.The modeled gravity was interpolated from observed gravity values.
 RL0053
 RL0053;                    North         East    Units  Estimated Accuracy
 RL0053;SPC MI N     -   219,175.    7,885,672.      MT  (+/- 10 meters HH2 GPS)
 RL0053
 RL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8570477979(NAD 83)
 RL0053
 RL0053                          SUPERSEDED SURVEY CONTROL
 RL0053
 RL0053  NGVD 29 (??/??/92)  189.328  (m)          621.15   (f) ADJ UNCH    1 2
 RL0053
 RL0053.Superseded values are not recommended for survey control.
 RL0053
 RL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0053.See file dsdata.pdf to determine how the superseded data were derived.
 RL0053
 RL0053_MARKER: DB = BENCH MARK DISK
 RL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0053_STAMPING: B 48 1934
 RL0053_MARK LOGO: CGS
 RL0053_PROJECTION: FLUSH
 RL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0053+STABILITY: SURFACE MOTION
 RL0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0053+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 RL0053
 RL0053  HISTORY     - Date     Condition        Report By
 RL0053  HISTORY     - 1934     MONUMENTED       CGS
 RL0053  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0053  HISTORY     - 20001106 GOOD             MIDT
 RL0053  HISTORY     - 20090806 GOOD             GEOCAC
 RL0053
 RL0053                          STATION DESCRIPTION
 RL0053
 RL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0053'2 MI W FROM L ANSE.
 RL0053'2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0053'FROM L ANSE, BARAGA COUNTY, 8 FEET SOUTHWEST OF MILEPOST 19,
 RL0053'35 FEET NORTH OF THE TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 RL0053'FENCE.  A STANDARD DISK, STAMPED B 48 1934 AND SET IN THE TOP
 RL0053'OF A CONCRETE POST.
 RL0053
 RL0053                          STATION RECOVERY (1982)
 RL0053
 RL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0053'MARK NOT FOUND.
 RL0053
 RL0053                          STATION RECOVERY (2000)
 RL0053
 RL0053'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0053'LANSE, 1.83 MI WEST ALONG US-41 FROM THE M.D.O.T. SERVICE FACILITY,
 RL0053'THENCE 0.85 MI SW ALONG MENGE CREEK RD, 195 FT EAST OF DRIVE TO HSE
 RL0053'B-4415-W, 79 FT S77E OF UTILITY POLE, 52 FT S ROAD C/L, 52 FT SW ALONG
 RL0053'THE RR FROM MILE POST 19, 37 FT N OF THE N RAIL, 0.7 N OF WITNESS
 RL0053'POST, LEVEL WITH RR TRACK, 3 FT ABOVE THE ROAD, 3-INCHS BELOW GROUND.
 RL0053
 RL0053                          STATION RECOVERY (2009)
 RL0053
 RL0053'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RL0053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0146 ***********************************************************************
 RK0146  DESIGNATION -  B 49
 RK0146  PID         -  RK0146
 RK0146  STATE/COUNTY-  MI/MARQUETTE
 RK0146  COUNTRY     -  US
 RK0146  USGS QUAD   -  HARVEY (2017)
 RK0146
 RK0146                         *CURRENT SURVEY CONTROL
 RK0146  ______________________________________________________________________
 RK0146* NAD 83(1986) POSITION- 46 29 04.59   (N) 087 16 10.23   (W)   HD_HELD1
 RK0146* NAVD 88 ORTHO HEIGHT -   189.236 (meters)      620.85  (feet) ADJUSTED
 RK0146  ______________________________________________________________________
 RK0146  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 RK0146  DYNAMIC HEIGHT  -        189.252 (meters)      620.90  (feet) COMP
 RK0146  MODELED GRAVITY -    980,693.4   (mgal)                       NAVD 88
 RK0146
 RK0146  VERT ORDER      -  FIRST     CLASS II
 RK0146
 RK0146.The horizontal coordinates were determined by differentially corrected
 RK0146.hand held GPS observations or other comparable positioning techniques
 RK0146.and have an estimated accuracy of +/- 3 meters.
 RK0146
 RK0146.The orthometric height was determined by differential leveling and
 RK0146.adjusted by the NATIONAL GEODETIC SURVEY
 RK0146.in June 1991.
 RK0146
 RK0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0146.GEOID18 height accuracy estimate available here.
 RK0146
 RK0146.Click photographs - Photos may exist for this station.
 RK0146
 RK0146.The dynamic height is computed by dividing the NAVD 88
 RK0146.geopotential number by the normal gravity value computed on the
 RK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0146.degrees latitude (g = 980.6199 gals.).
 RK0146
 RK0146.The modeled gravity was interpolated from observed gravity values.
 RK0146
 RK0146;                    North         East    Units  Estimated Accuracy
 RK0146;SPC MI N     -   189,122.6   7,979,307.9     MT  (+/- 3 meters HH1 GPS) 
 RK0146
 RK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7931447928(NAD 83)
 RK0146
 RK0146                          SUPERSEDED SURVEY CONTROL
 RK0146
 RK0146  NGVD 29 (??/??/92)  189.214  (m)          620.78   (f) ADJ UNCH    1 2
 RK0146
 RK0146.Superseded values are not recommended for survey control.
 RK0146
 RK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0146.See file dsdata.pdf to determine how the superseded data were derived.
 RK0146
 RK0146_MARKER: DB = BENCH MARK DISK
 RK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0146_STAMPING: B 49 1934
 RK0146_MARK LOGO: CGS
 RK0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0146+STABILITY: SURFACE MOTION
 RK0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0146+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RK0146
 RK0146  HISTORY     - Date     Condition        Report By
 RK0146  HISTORY     - 1934     MONUMENTED       CGS
 RK0146  HISTORY     - 1935     GOOD             CGS
 RK0146  HISTORY     - 19980413 GOOD             NGS
 RK0146  HISTORY     - 20060607 GOOD             GEOCAC
 RK0146
 RK0146                          STATION DESCRIPTION
 RK0146
 RK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0146'2 MI W FROM GORDON.
 RK0146'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0146'RAILWAY FROM GORDON, MARQUETTE COUNTY, 1-1/4 RAILS EAST OF POLE
 RK0146'5447, ACROSS THE TRACK FROM MILEPOST 147, 12 FEET SOUTH AND 20
 RK0146'FEET WEST OF A POLE, AND 38 FEET SOUTH OF THE CENTERLINE OF THE
 RK0146'TRACK.  A STANDARD DISK, STAMPED B 49 1934 AND SET IN THE TOP
 RK0146'OF A CONCRETE POST.
 RK0146
 RK0146                          STATION RECOVERY (1998)
 RK0146
 RK0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0146'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0146'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0146'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0146'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0146'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0146'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0146
 RK0146                          STATION RECOVERY (2006)
 RK0146
 RK0146'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0146'MARK IS LOCATED 0.7 MILES EAST OF CHOCOLAY DOWNS ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0306 ***********************************************************************
 OK0306  DESIGNATION -  B 5
 OK0306  PID         -  OK0306
 OK0306  STATE/COUNTY-  MI/MONTCALM
 OK0306  COUNTRY     -  US
 OK0306  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0306
 OK0306                         *CURRENT SURVEY CONTROL
 OK0306  ______________________________________________________________________
 OK0306* NAD 83(1986) POSITION- 43 11 49.     (N) 085 16 58.     (W)   SCALED
 OK0306* NAVD 88 ORTHO HEIGHT -   254.797 (meters)      835.95  (feet) ADJUSTED
 OK0306  ______________________________________________________________________
 OK0306  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 OK0306  DYNAMIC HEIGHT  -        254.742 (meters)      835.77  (feet) COMP
 OK0306  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 OK0306
 OK0306  VERT ORDER      -  SECOND    CLASS 0
 OK0306
 OK0306.The horizontal coordinates were scaled from a map and have
 OK0306.an estimated accuracy of +/- 6 seconds.
 OK0306
 OK0306.The orthometric height was determined by differential leveling and
 OK0306.adjusted by the NATIONAL GEODETIC SURVEY
 OK0306.in June 1991.
 OK0306
 OK0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0306.GEOID18 height accuracy estimate available here.
 OK0306
 OK0306.Click photographs - Photos may exist for this station.
 OK0306
 OK0306.The dynamic height is computed by dividing the NAVD 88
 OK0306.geopotential number by the normal gravity value computed on the
 OK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0306.degrees latitude (g = 980.6199 gals.).
 OK0306
 OK0306.The modeled gravity was interpolated from observed gravity values.
 OK0306
 OK0306;                    North         East    Units  Estimated Accuracy
 OK0306;SPC MI S     -   188,900.    3,925,550.      MT  (+/- 180 meters Scaled)
 OK0306
 OK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN395841(NAD 83)
 OK0306
 OK0306                          SUPERSEDED SURVEY CONTROL
 OK0306
 OK0306  NGVD 29 (??/??/92)  254.930  (m)          836.38   (f) ADJ UNCH    2 0
 OK0306
 OK0306.Superseded values are not recommended for survey control.
 OK0306
 OK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0306.See file dsdata.pdf to determine how the superseded data were derived.
 OK0306
 OK0306_MARKER: DD = SURVEY DISK
 OK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0306_STAMPING: B 5 1928
 OK0306_MARK LOGO: USGS
 OK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0306+STABILITY: SURFACE MOTION
 OK0306
 OK0306  HISTORY     - Date     Condition        Report By
 OK0306  HISTORY     - 1928     MONUMENTED       USGS
 OK0306  HISTORY     - 1934     GOOD             CGS
 OK0306  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0306  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0306
 OK0306                          STATION DESCRIPTION
 OK0306
 OK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0306'1.5 MI W FROM GREENVILLE.
 OK0306'1.5 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0306'AT GREENVILLE, 34 FEET NORTH OF MILEPOST M54-A42, 21 FEET WEST
 OK0306'OF THE CENTER OF A DIRT ROAD CROSSING, 35 FEET NORTH OF THE NORTH
 OK0306'RAIL, 3-1/2 FEET FROM A FENCE CORNER AND LEVEL WITH THE TOP OF
 OK0306'RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 5 AND
 OK0306'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OK0306'ABOVE GROUND.
 OK0306
 OK0306                          STATION RECOVERY (1999)
 OK0306
 OK0306'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0306'NOT FOUND BY THE SURVEY CREW IN JANUARY OF 1999.  DUE TO HEAVY
 OK0306'CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0306'DESTROYED.
 OK0306
 OK0306                          STATION RECOVERY (2001)
 OK0306
 OK0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0702 ***********************************************************************
 RL0702  DESIGNATION -  B 50
 RL0702  PID         -  RL0702
 RL0702  STATE/COUNTY-  MI/ONTONAGON
 RL0702  COUNTRY     -  US
 RL0702  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0702
 RL0702                         *CURRENT SURVEY CONTROL
 RL0702  ______________________________________________________________________
 RL0702* NAD 83(1986) POSITION- 46 32 08.39   (N) 089 13 44.72   (W)   HD_HELD1
 RL0702* NAVD 88 ORTHO HEIGHT -   363.647 (meters)     1193.07  (feet) ADJUSTED
 RL0702  ______________________________________________________________________
 RL0702  GEOID HEIGHT    -        -31.894 (meters)                     GEOID18
 RL0702  DYNAMIC HEIGHT  -        363.660 (meters)     1193.11  (feet) COMP
 RL0702  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 RL0702
 RL0702  VERT ORDER      -  FIRST     CLASS II
 RL0702
 RL0702.The horizontal coordinates were determined by differentially corrected
 RL0702.hand held GPS observations or other comparable positioning techniques
 RL0702.and have an estimated accuracy of +/- 3 meters.
 RL0702
 RL0702.The orthometric height was determined by differential leveling and
 RL0702.adjusted by the NATIONAL GEODETIC SURVEY
 RL0702.in June 1991.
 RL0702
 RL0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0702.GEOID18 height accuracy estimate available here.
 RL0702
 RL0702.Click photographs - Photos may exist for this station.
 RL0702
 RL0702.The dynamic height is computed by dividing the NAVD 88
 RL0702.geopotential number by the normal gravity value computed on the
 RL0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0702.degrees latitude (g = 980.6199 gals.).
 RL0702
 RL0702.The modeled gravity was interpolated from observed gravity values.
 RL0702
 RL0702;                    North         East    Units  Estimated Accuracy
 RL0702;SPC MI N     -   197,166.2   7,829,038.8     MT  (+/- 3 meters HH1 GPS) 
 RL0702
 RL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2907155980(NAD 83)
 RL0702
 RL0702                          SUPERSEDED SURVEY CONTROL
 RL0702
 RL0702  NGVD 29 (??/??/92)  363.665  (m)         1193.12   (f) ADJ UNCH    1 2
 RL0702
 RL0702.Superseded values are not recommended for survey control.
 RL0702
 RL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0702.See file dsdata.pdf to determine how the superseded data were derived.
 RL0702
 RL0702_MARKER: DB = BENCH MARK DISK
 RL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0702_STAMPING: B 50 1934
 RL0702_MARK LOGO: CGS
 RL0702_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0702+STABILITY: SURFACE MOTION
 RL0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0702+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2016
 RL0702
 RL0702  HISTORY     - Date     Condition        Report By
 RL0702  HISTORY     - 1934     MONUMENTED       CGS
 RL0702  HISTORY     - 1943     MARK NOT FOUND   CGS
 RL0702  HISTORY     - 1978     GOOD             USGS
 RL0702  HISTORY     - 1985     GOOD             NGS
 RL0702  HISTORY     - 20010615 GOOD             USPSQD
 RL0702  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0702  HISTORY     - 20161016 GOOD             USGSNP
 RL0702
 RL0702                          STATION DESCRIPTION
 RL0702
 RL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RL0702'2.5 MI E FROM EWEN.
 RL0702'2.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0702'RAILROAD FROM THE STATION AT EWEN, ONTONAGON COUNTY, AT A
 RL0702'CROSSING KNOWN IN 1934 AS BALTIMORE CROSSING, 15 FEET NORTH
 RL0702'OF THE CENTERLINE OF THE TRACK, AND AT THE EAST CATTLE GUARD.
 RL0702'A STANDARD DISK, STAMPED B 50 1934 AND SET IN THE TOP OF A
 RL0702'CONCRETE POST.  NOTE-- PROBABLY TORN OUT BY EXCAVATION OF RR
 RL0702'DITCH.
 RL0702
 RL0702                          STATION RECOVERY (1978)
 RL0702
 RL0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0702'THIS MARK WAS PREVIOUSLY REPORTED AS NOT BEING RECOVERED. THE MARK IS
 RL0702'LOCATED AS DESCRIBED AND ADD 25 FT. EAST OF RR CULVERT NO. 252.45 AND
 RL0702'DELETE THE REFERENCE TO CATTLE GUARD.
 RL0702
 RL0702                          STATION RECOVERY (1985)
 RL0702
 RL0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0702'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4
 RL0702'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0702'HIGHWAY 45 IN BRUCE CROSSING, 182.6 M (599.1 FT) EAST OF THE
 RL0702'CENTERLINE OF NORTH BALTIMORE ROAD, 92.0 M (301.8 FT) NORTH OF THE
 RL0702'CENTERLINE OF THE HIGHWAY, 61.9 M (203.1 FT) NORTH OF THE NORTHEAST
 RL0702'CORNER OF A WHITE HOUSE, AND 4.6 M (15.1 FT) NORTH OF THE NEAR RAIL OF
 RL0702'THE SOO LINE RAILROAD.
 RL0702'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0702'THE MARK IS 0.6 M ABOVE THE TRACKS.
 RL0702
 RL0702                          STATION RECOVERY (2001)
 RL0702
 RL0702'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0702'RECOVERED IN GOOD CONDITION.
 RL0702
 RL0702                          STATION RECOVERY (2004)
 RL0702
 RL0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0702'MARK NOT FOUND.
 RL0702
 RL0702                          STATION RECOVERY (2016)
 RL0702
 RL0702'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2016 (MR)
 RL0702'NOTE - THE TRACKS HAVE BE REMOVED AND THE OLD GRADE IS NOW AN ORV
 RL0702'TRAIL,
 RL0702'OWNERSHIP - MICHIGAN DEPT. OF NATURAL RESOURCES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0359 ***********************************************************************
 RJ0359  DESIGNATION -  B 51
 RJ0359  PID         -  RJ0359
 RJ0359  STATE/COUNTY-  MI/LUCE
 RJ0359  COUNTRY     -  US
 RJ0359  USGS QUAD   -  SOO JUNCTION (2017)
 RJ0359
 RJ0359                         *CURRENT SURVEY CONTROL
 RJ0359  ______________________________________________________________________
 RJ0359* NAD 83(1986) POSITION- 46 20 07.59   (N) 085 15 31.89   (W)   HD_HELD1
 RJ0359* NAVD 88 ORTHO HEIGHT -   216.744 (meters)      711.10  (feet) ADJUSTED
 RJ0359  ______________________________________________________________________
 RJ0359  GEOID HEIGHT    -        -35.339 (meters)                     GEOID18
 RJ0359  DYNAMIC HEIGHT  -        216.760 (meters)      711.15  (feet) COMP
 RJ0359  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 RJ0359
 RJ0359  VERT ORDER      -  FIRST     CLASS II
 RJ0359
 RJ0359.The horizontal coordinates were determined by differentially corrected
 RJ0359.hand held GPS observations or other comparable positioning techniques
 RJ0359.and have an estimated accuracy of +/- 3 meters.
 RJ0359
 RJ0359.The orthometric height was determined by differential leveling and
 RJ0359.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0359.in June 1991.
 RJ0359
 RJ0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0359.GEOID18 height accuracy estimate available here.
 RJ0359
 RJ0359.Click photographs - Photos may exist for this station.
 RJ0359
 RJ0359.The dynamic height is computed by dividing the NAVD 88
 RJ0359.geopotential number by the normal gravity value computed on the
 RJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0359.degrees latitude (g = 980.6199 gals.).
 RJ0359
 RJ0359.The modeled gravity was interpolated from observed gravity values.
 RJ0359
 RJ0359;                    North         East    Units  Estimated Accuracy
 RJ0359;SPC MI N     -   173,979.7   8,134,033.5     MT  (+/- 3 meters HH1 GPS) 
 RJ0359
 RJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3400232791(NAD 83)
 RJ0359
 RJ0359                          SUPERSEDED SURVEY CONTROL
 RJ0359
 RJ0359  NGVD 29 (??/??/92)  216.739  (m)          711.08   (f) ADJ UNCH    1 2
 RJ0359
 RJ0359.Superseded values are not recommended for survey control.
 RJ0359
 RJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0359.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0359
 RJ0359_MARKER: DB = BENCH MARK DISK
 RJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0359_STAMPING: B 51 1934
 RJ0359_MARK LOGO: CGS
 RJ0359_PROJECTION: PROJECTING 15 CENTIMETERS
 RJ0359_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0359+STABILITY: SURFACE MOTION
 RJ0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0359+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2020
 RJ0359
 RJ0359  HISTORY     - Date     Condition        Report By
 RJ0359  HISTORY     - 1934     MONUMENTED       CGS
 RJ0359  HISTORY     - 20070518 GOOD             JCLS
 RJ0359  HISTORY     - 20200425 GOOD             PROFLN
 RJ0359
 RJ0359                          STATION DESCRIPTION
 RJ0359
 RJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0359'AT SOO JUNCTION.
 RJ0359'AT SOO JUNCTION, LUCE COUNTY, 690 FEET SOUTHEAST ALONG THE ST.
 RJ0359'IGNACE LINE OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0359'FROM THE STATION, 2-1/4 RAILS SOUTH OF A DWARF SIGNAL, ACROSS
 RJ0359'THE TRACK FROM A SMALL FRAME ENGINE HOUSE, AND 25 FEET EAST
 RJ0359'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 51
 RJ0359'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 RJ0359'ABOVE GROUND.
 RJ0359
 RJ0359                          STATION RECOVERY (2007)
 RJ0359
 RJ0359'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 RJ0359'RECOVERED IN GOOD CONDITION.
 RJ0359
 RJ0359                          STATION RECOVERY (2020)
 RJ0359
 RJ0359'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0359'THE MARK IS LOCATED 210 FT (64.0 M) SOUTHEAST ALONG THE CANADIAN
 RJ0359'NATIONAL RAILWAY FROM THE CENTER OF A PRIVATE RAILROAD CROSSING
 RJ0359'LOCATED ON THE NORTH SIDE OF THE PARKING AREA FOR THE TOONERVILLE
 RJ0359'TROLLEY TRAIN AND RIVERBOAT TOURS, 26 FT (7.9 M) NORTHEAST OF THE
 RJ0359'CENTER OF THE RAILROAD TRACKS AND 0.6 FT (18 CM) SOUTHWEST OF A 2 FT
 RJ0359'(0.6 M) HIGH METAL WITNESS POST.  SET A CARSONITE WITNESS POST, 4 FT
 RJ0359'(1.2 M) HIGH, DIRECTLY BEHIND THE METAL WITNESS POST.  THE DISK IS SET
 RJ0359'IN THE TOP OF A 6 INCH (15 CM) SQUARE CONCRETE MONUMENT.  SET A 1/2
 RJ0359'INCH (13 MM) DIAMETER REBAR ALONGSIDE THE SOUTHWEST EDGE OF THE
 RJ0359'CONCRETE MONUMENT.
 RJ0359'
 RJ0359'NOTE: THE MARK IS IN A WET AREA.  THERE ARE TAMARACK TREES ALONG
 RJ0359'NORTHEAST SIDE OF RAILROAD.  MARK MIGHT NOT BE GPS SUITABLE WITH
 RJ0359'NEEDLES ON TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0073 ***********************************************************************
 RJ0073  DESIGNATION -  B 53
 RJ0073  PID         -  RJ0073
 RJ0073  STATE/COUNTY-  MI/CHIPPEWA
 RJ0073  COUNTRY     -  US
 RJ0073  USGS QUAD   -  PICKFORD (2017)
 RJ0073
 RJ0073                         *CURRENT SURVEY CONTROL
 RJ0073  ______________________________________________________________________
 RJ0073* NAD 83(1986) POSITION- 46 07 33.5    (N) 084 15 35.1    (W)   HD_HELD2
 RJ0073* NAVD 88 ORTHO HEIGHT -   196.396 (meters)      644.34  (feet) ADJUSTED
 RJ0073  ______________________________________________________________________
 RJ0073  GEOID HEIGHT    -        -36.295 (meters)                     GEOID18
 RJ0073  DYNAMIC HEIGHT  -        196.403 (meters)      644.37  (feet) COMP
 RJ0073  MODELED GRAVITY -    980,646.6   (mgal)                       NAVD 88
 RJ0073
 RJ0073  VERT ORDER      -  FIRST     CLASS 0
 RJ0073
 RJ0073.The horizontal coordinates were established by autonomous hand held GPS
 RJ0073.observations and have an estimated accuracy of +/- 10 meters.
 RJ0073
 RJ0073.The orthometric height was determined by differential leveling and
 RJ0073.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0073.in June 1991.
 RJ0073
 RJ0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0073.GEOID18 height accuracy estimate available here.
 RJ0073
 RJ0073.Click photographs - Photos may exist for this station.
 RJ0073
 RJ0073.The dynamic height is computed by dividing the NAVD 88
 RJ0073.geopotential number by the normal gravity value computed on the
 RJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0073.degrees latitude (g = 980.6199 gals.).
 RJ0073
 RJ0073.The modeled gravity was interpolated from observed gravity values.
 RJ0073
 RJ0073;                    North         East    Units  Estimated Accuracy
 RJ0073;SPC MI N     -   152,886.    8,211,725.      MT  (+/- 10 meters HH2 GPS)
 RJ0073
 RJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1169811694(NAD 83)
 RJ0073
 RJ0073                          SUPERSEDED SURVEY CONTROL
 RJ0073
 RJ0073  NGVD 29 (??/??/92)  196.354  (m)          644.20   (f) ADJ UNCH    1 0
 RJ0073
 RJ0073.Superseded values are not recommended for survey control.
 RJ0073
 RJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0073.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0073
 RJ0073_MARKER: DB = BENCH MARK DISK
 RJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0073_STAMPING: B 53 1934
 RJ0073_MARK LOGO: CGS
 RJ0073_PROJECTION: PROJECTING 21 CENTIMETERS
 RJ0073_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0073+STABILITY: SURFACE MOTION
 RJ0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0073+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 RJ0073
 RJ0073  HISTORY     - Date     Condition        Report By
 RJ0073  HISTORY     - 1934     MONUMENTED       CGS
 RJ0073  HISTORY     - 1972     GOOD             USLS
 RJ0073  HISTORY     - 1983     GOOD             NGS
 RJ0073  HISTORY     - 20221115 GOOD             MIDT
 RJ0073
 RJ0073                          STATION DESCRIPTION
 RJ0073
 RJ0073'DESCRIBED BY US LAKE SURVEY 1972
 RJ0073'2.8 MI NW FROM STALWART.
 RJ0073'B 3 A BENCH MARK ESTABLISHED BY THE FORMER U.S. COAST AND
 RJ0073'GEODETIC SURVEY, IS IN CHIPPEWA COUNTY, MICHIGAN, 2.8 MILES
 RJ0073'WEST AND NORTH ALONG HIGHWAY M-48 FROM THE POST OFFICE AT
 RJ0073'STALWART, ON A CURVE, 72 FEET WEST OF CENTERLINE OF HIGHWAY
 RJ0073'M-48, 62.1 FEET NORTH OF EXTENDED LINE OF NORTH FACE OF A TWO
 RJ0073'STORY FARM DWELLING, 30.8 FEET NORTH OF UTILITY POLE NO. 114-A,
 RJ0073'11.6 FEET NORTH OF FENCE CORNER, 1/3-FOOT ABOVE THE GROUND BEING
 RJ0073'HIGHEST PONT OVER CROSS AT CENTER OF A BRONZE DISC SET INTO TOP
 RJ0073'OF A 6X6-INCH CONCRETE POST.
 RJ0073
 RJ0073                          STATION RECOVERY (1983)
 RJ0073
 RJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0073'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 RJ0073'(2.8 MI) NORTH-NORTHWEST ALONG STATE ROUTE 48 FROM THE POST OFFICE IN
 RJ0073'STALWART, ON A CURVE IN THE HIGHWAY, 22.0 METERS (72.0 FT) WEST OF THE
 RJ0073'CENTERLINE OF HIGHWAY, 18.9 METERS (62.1 FT) NORTH OF EXTENDED LINE OF
 RJ0073'NORTH FACE OF ABANDONED TWO STORY FARM DWELLING, 9.4 METERS (30.8 FT)
 RJ0073'NORTH OF UTILITY POLE NUMBER 114-8, AND 3.5 METERS (11.6 FT) NORTH OF
 RJ0073'A FENCE CORNER POST.
 RJ0073'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RJ0073'THE MARK IS 0.30 M BELOW HIGHWAY.
 RJ0073
 RJ0073                          STATION RECOVERY (2022)
 RJ0073
 RJ0073'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (LEW)
 RJ0073'THE ABANDONED FARM DWELLING AND THE FENCE CORNER NOTED IN THE 1983
 RJ0073'RECOVERY ARE NO LONGER THERE.  MARK IS LOCATED IN THE WOODS NEAR THE
 RJ0073'NORTHEAST CORNER OF THE MOWED LAWN OF PROPERTY 5320E, 72 WEST OF THE
 RJ0073'CENTER OF STATE HIGHWAY M-48 IN A STRAIGHT SECTION OF THE HIGHWAY,
 RJ0073'22.5 FT (6.9 M) NORTH OF POWER POLE PD2/137 M IN AN EAST-WEST POWER
 RJ0073'LINE THAT CROSSES THE HIGHWAY AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 RJ0073'WITNESS POST.  THE DISK IS SET IN THE TOP OF A 6 INCH (15 CM) SQUARE
 RJ0073'CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE NORTH
 RJ0073'EDGE OF THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0061 ***********************************************************************
 RK0061  DESIGNATION -  B 55
 RK0061  PID         -  RK0061
 RK0061  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0061  COUNTRY     -  US
 RK0061  USGS QUAD   -  STEUBEN (2017)
 RK0061
 RK0061                         *CURRENT SURVEY CONTROL
 RK0061  ______________________________________________________________________
 RK0061* NAD 83(1986) POSITION- 46 09 04.     (N) 086 23 37.     (W)   SCALED
 RK0061* NAVD 88 ORTHO HEIGHT -   213.524 (meters)      700.54  (feet) ADJUSTED
 RK0061  ______________________________________________________________________
 RK0061  GEOID HEIGHT    -        -35.110 (meters)                     GEOID18
 RK0061  DYNAMIC HEIGHT  -        213.535 (meters)      700.57  (feet) COMP
 RK0061  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 RK0061
 RK0061  VERT ORDER      -  SECOND    CLASS 0
 RK0061
 RK0061.The horizontal coordinates were scaled from a map and have
 RK0061.an estimated accuracy of +/- 6 seconds.
 RK0061
 RK0061.The orthometric height was determined by differential leveling and
 RK0061.adjusted by the NATIONAL GEODETIC SURVEY
 RK0061.in June 1991.
 RK0061
 RK0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0061.GEOID18 height accuracy estimate available here.
 RK0061
 RK0061.Click photographs - Photos may exist for this station.
 RK0061
 RK0061.The dynamic height is computed by dividing the NAVD 88
 RK0061.geopotential number by the normal gravity value computed on the
 RK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0061.degrees latitude (g = 980.6199 gals.).
 RK0061
 RK0061.The modeled gravity was interpolated from observed gravity values.
 RK0061
 RK0061;                    North         East    Units  Estimated Accuracy
 RK0061;SPC MI N     -   152,200.    8,046,840.      MT  (+/- 180 meters Scaled)
 RK0061
 RK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES468110(NAD 83)
 RK0061
 RK0061                          SUPERSEDED SURVEY CONTROL
 RK0061
 RK0061  NGVD 29 (??/??/92)  213.503  (m)          700.47   (f) ADJ UNCH    2 0
 RK0061
 RK0061.Superseded values are not recommended for survey control.
 RK0061
 RK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0061.See file dsdata.pdf to determine how the superseded data were derived.
 RK0061
 RK0061_MARKER: DB = BENCH MARK DISK
 RK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0061_STAMPING: B 55 1934
 RK0061_MARK LOGO: CGS
 RK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0061+STABILITY: SURFACE MOTION
 RK0061
 RK0061  HISTORY     - Date     Condition        Report By
 RK0061  HISTORY     - 1934     MONUMENTED       CGS
 RK0061
 RK0061                          STATION DESCRIPTION
 RK0061
 RK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0061'19.2 MI N FROM MANISTIQUE.
 RK0061'19.2 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0061'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 200 FEET
 RK0061'EAST OF JACK PINE LODGE, 12 FEET EAST OF THE EAST LINE OF A
 RK0061'LOG CABIN, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RK0061'A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A
 RK0061'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0012 ***********************************************************************
 QL0012  DESIGNATION -  B 56
 QL0012  PID         -  QL0012
 QL0012  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0012  COUNTRY     -  US
 QL0012  USGS QUAD   -  MANISTIQUE WEST (2017)
 QL0012
 QL0012                         *CURRENT SURVEY CONTROL
 QL0012  ______________________________________________________________________
 QL0012* NAD 83(1986) POSITION- 45 56 44.     (N) 086 16 58.     (W)   SCALED
 QL0012* NAVD 88 ORTHO HEIGHT -   180.645 (meters)      592.67  (feet) ADJUSTED
 QL0012  ______________________________________________________________________
 QL0012  GEOID HEIGHT    -        -35.445 (meters)                     GEOID18
 QL0012  DYNAMIC HEIGHT  -        180.650 (meters)      592.68  (feet) COMP
 QL0012  MODELED GRAVITY -    980,636.2   (mgal)                       NAVD 88
 QL0012
 QL0012  VERT ORDER      -  SECOND    CLASS 0
 QL0012
 QL0012.The horizontal coordinates were scaled from a map and have
 QL0012.an estimated accuracy of +/- 6 seconds.
 QL0012
 QL0012.The orthometric height was determined by differential leveling and
 QL0012.adjusted by the NATIONAL GEODETIC SURVEY
 QL0012.in June 1991.
 QL0012
 QL0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0012.GEOID18 height accuracy estimate available here.
 QL0012
 QL0012.Click photographs - Photos may exist for this station.
 QL0012
 QL0012.The dynamic height is computed by dividing the NAVD 88
 QL0012.geopotential number by the normal gravity value computed on the
 QL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0012.degrees latitude (g = 980.6199 gals.).
 QL0012
 QL0012.The modeled gravity was interpolated from observed gravity values.
 QL0012
 QL0012;                    North         East    Units  Estimated Accuracy
 QL0012;SPC MI N     -   129,430.    8,055,610.      MT  (+/- 180 meters Scaled)
 QL0012
 QL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER555882(NAD 83)
 QL0012
 QL0012                          SUPERSEDED SURVEY CONTROL
 QL0012
 QL0012  NGVD 29 (??/??/92)  180.642  (m)          592.66   (f) ADJ UNCH    2 0
 QL0012
 QL0012.Superseded values are not recommended for survey control.
 QL0012
 QL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0012.See file dsdata.pdf to determine how the superseded data were derived.
 QL0012
 QL0012_MARKER: DB = BENCH MARK DISK
 QL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0012_STAMPING: B 56 1934
 QL0012_MARK LOGO: CGS
 QL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0012+STABILITY: SURFACE MOTION
 QL0012
 QL0012  HISTORY     - Date     Condition        Report By
 QL0012  HISTORY     - 1934     MONUMENTED       CGS
 QL0012  HISTORY     - 1938     GOOD             CGS
 QL0012
 QL0012                          STATION DESCRIPTION
 QL0012
 QL0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QL0012'1.8 MI W FROM MANISTIQUE.
 QL0012'1.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0012'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0012'COUNTY, AT MILEAGE 384.7, 57 FEET WEST OF THE CENTERLINE OF A
 QL0012'ROAD, 24 FEET NORTH OF THE NEAREST RAIL, AND LEVEL WITH THE TOP OF
 QL0012'THE RAIL.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP
 QL0012'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0388 ***********************************************************************
 QL0388  DESIGNATION -  B 57
 QL0388  PID         -  QL0388
 QL0388  STATE/COUNTY-  MI/MENOMINEE
 QL0388  COUNTRY     -  US
 QL0388  USGS QUAD   -  HERMANSVILLE (2017)
 QL0388
 QL0388                         *CURRENT SURVEY CONTROL
 QL0388  ______________________________________________________________________
 QL0388* NAD 83(1986) POSITION- 45 42 19.     (N) 087 35 03.     (W)   SCALED
 QL0388* NAVD 88 ORTHO HEIGHT -   269.686 (meters)      884.79  (feet) ADJUSTED
 QL0388  ______________________________________________________________________
 QL0388  GEOID HEIGHT    -        -35.298 (meters)                     GEOID18
 QL0388  DYNAMIC HEIGHT  -        269.681 (meters)      884.78  (feet) COMP
 QL0388  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 QL0388
 QL0388  VERT ORDER      -  SECOND    CLASS 0
 QL0388
 QL0388.The horizontal coordinates were scaled from a map and have
 QL0388.an estimated accuracy of +/- 6 seconds.
 QL0388
 QL0388.The orthometric height was determined by differential leveling and
 QL0388.adjusted by the NATIONAL GEODETIC SURVEY
 QL0388.in June 1991.
 QL0388
 QL0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0388.GEOID18 height accuracy estimate available here.
 QL0388
 QL0388.Click photographs - Photos may exist for this station.
 QL0388
 QL0388.The dynamic height is computed by dividing the NAVD 88
 QL0388.geopotential number by the normal gravity value computed on the
 QL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0388.degrees latitude (g = 980.6199 gals.).
 QL0388
 QL0388.The modeled gravity was interpolated from observed gravity values.
 QL0388
 QL0388;                    North         East    Units  Estimated Accuracy
 QL0388;SPC MI N     -   102,640.    7,954,510.      MT  (+/- 180 meters Scaled)
 QL0388
 QL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR545614(NAD 83)
 QL0388
 QL0388                          SUPERSEDED SURVEY CONTROL
 QL0388
 QL0388  NGVD 29 (??/??/92)  269.701  (m)          884.84   (f) ADJ UNCH    2 0
 QL0388
 QL0388.Superseded values are not recommended for survey control.
 QL0388
 QL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0388.See file dsdata.pdf to determine how the superseded data were derived.
 QL0388
 QL0388_MARKER: DB = BENCH MARK DISK
 QL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0388_STAMPING: B 57 1934
 QL0388_MARK LOGO: CGS
 QL0388_PROJECTION: RECESSED 40 CENTIMETERS
 QL0388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0388+STABILITY: SURFACE MOTION
 QL0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0388+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1996
 QL0388
 QL0388  HISTORY     - Date     Condition        Report By
 QL0388  HISTORY     - 1934     MONUMENTED       CGS
 QL0388  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0388  HISTORY     - 19960503 GOOD             MIDT
 QL0388
 QL0388                          STATION DESCRIPTION
 QL0388
 QL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0388'3.3 MI W FROM POWERS.
 QL0388'3.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM POWERS
 QL0388'MENOMINEE COUNTY, AT MILEAGE 3.3, 90 FEET EAST OF A PRIVATE-GRADE
 QL0388'CROSSING, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 QL0388'10 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED B 57 1934
 QL0388'AND SET IN THE TOP OF A CONCRETE POST.
 QL0388
 QL0388                          STATION RECOVERY (1963)
 QL0388
 QL0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0388'MARK NOT FOUND.
 QL0388
 QL0388                          STATION RECOVERY (1996)
 QL0388
 QL0388'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0388'NOTE-MARK WAS FOUND BURIED 0.40 M (1.31 FT) BELOW GROUND STATION IS
 QL0388'LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF POWERS, ABOUT 1.2 KM (0.75 MI)
 QL0388'EAST OF HERMANSVILLE ALONG THE RAILROAD RIGHT OF WAY. IN SECTION 12,
 QL0388'T-38-N, R-27-W, MEYER TOWNSHIP TO REACH FROM THE FLASHING TRAFFIC
 QL0388'LIGHT ON US-2 AT HERMANSVILLE GO SOUTH 0.8 KM (0.50 MI) INTO
 QL0388'HERMANSVILLE TO THE EAST-WEST RAILROAD TRACK.  FROM HERE PACK EAST
 QL0388'ALONG THE EAST-WEST GRADE ABOUT 1 KM (0.60 MI) TO THE STATION ON THE
 QL0388'RIGHT STATION IS 111.8 M (366.8 FT) N72W OF A OLD POLE, 11.35 M (37.24
 QL0388'FT) S84E OF A OLD POLE, 29.5 M (96.8 FT) EAST OF A TRAIL CROSSING THE
 QL0388'TRACK, 10.2 M (33.5 FT) N15W OF A 0.4 M (1.3 FT) POPLAR, 4.7 M (15.4
 QL0388'FT) SOUTH OF THE SOUTH RAIL OF THE TRACK, 0.77 M (2.53 FT) NORTH OF A
 QL0388'CARSONITE WITNESS POST AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 QL0388'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0003 ***********************************************************************
 RM0003  DESIGNATION -  B 58
 RM0003  PID         -  RM0003
 RM0003  STATE/COUNTY-  MI/GOGEBIC
 RM0003  COUNTRY     -  US
 RM0003  USGS QUAD   -  COPPER PEAK (2017)
 RM0003
 RM0003                         *CURRENT SURVEY CONTROL
 RM0003  ______________________________________________________________________
 RM0003* NAD 83(1986) POSITION- 46 30 33.     (N) 090 03 56.     (W)   SCALED
 RM0003* NAVD 88 ORTHO HEIGHT -   360.312 (meters)     1182.12  (feet) ADJUSTED
 RM0003  ______________________________________________________________________
 RM0003  GEOID HEIGHT    -        -30.633 (meters)                     GEOID18
 RM0003  DYNAMIC HEIGHT  -        360.337 (meters)     1182.21  (feet) COMP
 RM0003  MODELED GRAVITY -    980,673.1   (mgal)                       NAVD 88
 RM0003
 RM0003  VERT ORDER      -  FIRST     CLASS II
 RM0003
 RM0003.The horizontal coordinates were scaled from a map and have
 RM0003.an estimated accuracy of +/- 6 seconds.
 RM0003
 RM0003.The orthometric height was determined by differential leveling and
 RM0003.adjusted by the NATIONAL GEODETIC SURVEY
 RM0003.in June 1991.
 RM0003
 RM0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0003.GEOID18 height accuracy estimate available here.
 RM0003
 RM0003.Click photographs - Photos may exist for this station.
 RM0003
 RM0003.The dynamic height is computed by dividing the NAVD 88
 RM0003.geopotential number by the normal gravity value computed on the
 RM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0003.degrees latitude (g = 980.6199 gals.).
 RM0003
 RM0003.The modeled gravity was interpolated from observed gravity values.
 RM0003
 RM0003;                    North         East    Units  Estimated Accuracy
 RM0003;SPC MI N     -   196,370.    7,764,800.      MT  (+/- 180 meters Scaled)
 RM0003
 RM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM251548(NAD 83)
 RM0003
 RM0003                          SUPERSEDED SURVEY CONTROL
 RM0003
 RM0003  NGVD 29 (??/??/92)  360.336  (m)         1182.20   (f) ADJ UNCH    1 2
 RM0003
 RM0003.Superseded values are not recommended for survey control.
 RM0003
 RM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0003.See file dsdata.pdf to determine how the superseded data were derived.
 RM0003
 RM0003_MARKER: DB = BENCH MARK DISK
 RM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0003_STAMPING: B 58 1934
 RM0003_MARK LOGO: CGS
 RM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0003+STABILITY: SURFACE MOTION
 RM0003
 RM0003  HISTORY     - Date     Condition        Report By
 RM0003  HISTORY     - 1934     MONUMENTED       CGS
 RM0003  HISTORY     - 1976     MARK NOT FOUND   USGS
 RM0003  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0003
 RM0003                          STATION DESCRIPTION
 RM0003
 RM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0003'4.3 MI E FROM NORTH IRONWOOD.
 RM0003'4.3 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0003'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0003'AT MILEAGE 294.9, AT NORTH BESSEMER, 5 FEET SOUTH OF THE SOUTHWEST
 RM0003'CORNER OF THE BOX-CAR STATION, AT A ROAD CROSSING, 42 FEET EAST
 RM0003'OF THE CENTERLINE OF THE ROAD, AND 18 FEET SOUTH OF THE CENTERLINE
 RM0003'OF THE TRACK.  A STANDARD DISK, STAMPED B 58 1934 AND SET IN
 RM0003'THE TOP OF A CONCRETE POST.
 RM0003
 RM0003                          STATION RECOVERY (1976)
 RM0003
 RM0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RM0003'MARK NOT FOUND.
 RM0003
 RM0003                          STATION RECOVERY (1987)
 RM0003
 RM0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0221 ***********************************************************************
 RL0221  DESIGNATION -  B 59
 RL0221  PID         -  RL0221
 RL0221  STATE/COUNTY-  MI/IRON
 RL0221  COUNTRY     -  US
 RL0221  USGS QUAD   -  TRIANGLE RANCH (2017)
 RL0221
 RL0221                         *CURRENT SURVEY CONTROL
 RL0221  ______________________________________________________________________
 RL0221* NAD 83(1986) POSITION- 46 17 35.23   (N) 088 27 51.82   (W)   HD_HELD1
 RL0221* NAVD 88 ORTHO HEIGHT -   462.477 (meters)     1517.31  (feet) ADJUSTED
 RL0221  ______________________________________________________________________
 RL0221  GEOID HEIGHT    -        -32.423 (meters)                     GEOID18
 RL0221  DYNAMIC HEIGHT  -        462.488 (meters)     1517.35  (feet) COMP
 RL0221  MODELED GRAVITY -    980,623.8   (mgal)                       NAVD 88
 RL0221
 RL0221  VERT ORDER      -  SECOND    CLASS 0
 RL0221
 RL0221.The horizontal coordinates were determined by differentially corrected
 RL0221.hand held GPS observations or other comparable positioning techniques
 RL0221.and have an estimated accuracy of +/- 3 meters.
 RL0221
 RL0221.The orthometric height was determined by differential leveling and
 RL0221.adjusted by the NATIONAL GEODETIC SURVEY
 RL0221.in June 1991.
 RL0221
 RL0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0221.GEOID18 height accuracy estimate available here.
 RL0221
 RL0221.Click photographs - Photos may exist for this station.
 RL0221
 RL0221.The dynamic height is computed by dividing the NAVD 88
 RL0221.geopotential number by the normal gravity value computed on the
 RL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0221.degrees latitude (g = 980.6199 gals.).
 RL0221
 RL0221.The modeled gravity was interpolated from observed gravity values.
 RL0221
 RL0221;                    North         East    Units  Estimated Accuracy
 RL0221;SPC MI N     -   168,845.8   7,887,181.0     MT  (+/- 3 meters HH1 GPS) 
 RL0221
 RL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8720927657(NAD 83)
 RL0221
 RL0221                          SUPERSEDED SURVEY CONTROL
 RL0221
 RL0221  NGVD 29 (??/??/92)  462.467  (m)         1517.28   (f) ADJ UNCH    2 0
 RL0221
 RL0221.Superseded values are not recommended for survey control.
 RL0221
 RL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0221.See file dsdata.pdf to determine how the superseded data were derived.
 RL0221
 RL0221_MARKER: DB = BENCH MARK DISK
 RL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0221_STAMPING: B 59 1934
 RL0221_MARK LOGO: CGS
 RL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0221+STABILITY: SURFACE MOTION
 RL0221
 RL0221  HISTORY     - Date     Condition        Report By
 RL0221  HISTORY     - 1934     MONUMENTED       CGS
 RL0221  HISTORY     - 1948     POOR             CGS
 RL0221
 RL0221                          STATION DESCRIPTION
 RL0221
 RL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0221'4.4 MI N FROM AMASA.
 RL0221'4.4 MILES NORTH ALONG U.S. HIGHWAY 141 FROM THE POST OFFICE AT
 RL0221'AMASA, ABOUT 115 YARDS SOUTHEAST OF A CULVERT OVER LITTLE
 RL0221'HEMLOCK CREEK AND A CURVE IN THE HIGHWAY WITH TANGENTS SOUTHEAST
 RL0221'AND NORTH, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RL0221'13 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO A 2-STORY
 RL0221'FARM HOUSE, 4 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 2.5
 RL0221'FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY
 RL0221'AND SET IN THE TOP OF A CONCRET POST PROJECTING 3 INCHES.
 RL0221'NOTE-- MARK IS SLANTING SLIGHTLY AND APPEARS TO BE BROKEN OFF
 RL0221'BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0004 ***********************************************************************
 QM0004  DESIGNATION -  B 60
 QM0004  PID         -  QM0004
 QM0004  STATE/COUNTY-  MI/DICKINSON
 QM0004  COUNTRY     -  US
 QM0004  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0004
 QM0004                         *CURRENT SURVEY CONTROL
 QM0004  ______________________________________________________________________
 QM0004* NAD 83(1986) POSITION- 45 47 46.     (N) 088 03 53.     (W)   SCALED
 QM0004* NAVD 88 ORTHO HEIGHT -   340.825 (meters)     1118.19  (feet) ADJUSTED
 QM0004  ______________________________________________________________________
 QM0004  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 QM0004  DYNAMIC HEIGHT  -        340.819 (meters)     1118.17  (feet) COMP
 QM0004  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 QM0004
 QM0004  VERT ORDER      -  SECOND    CLASS 0
 QM0004
 QM0004.The horizontal coordinates were scaled from a map and have
 QM0004.an estimated accuracy of +/- 6 seconds.
 QM0004
 QM0004.The orthometric height was determined by differential leveling and
 QM0004.adjusted by the NATIONAL GEODETIC SURVEY
 QM0004.in June 1991.
 QM0004
 QM0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0004.GEOID18 height accuracy estimate available here.
 QM0004
 QM0004.Click photographs - Photos may exist for this station.
 QM0004
 QM0004.The dynamic height is computed by dividing the NAVD 88
 QM0004.geopotential number by the normal gravity value computed on the
 QM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0004.degrees latitude (g = 980.6199 gals.).
 QM0004
 QM0004.The modeled gravity was interpolated from observed gravity values.
 QM0004
 QM0004;                    North         East    Units  Estimated Accuracy
 QM0004;SPC MI N     -   113,120.    7,917,230.      MT  (+/- 180 meters Scaled)
 QM0004
 QM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR172719(NAD 83)
 QM0004
 QM0004                          SUPERSEDED SURVEY CONTROL
 QM0004
 QM0004  NGVD 29 (??/??/92)  340.825  (m)         1118.19   (f) ADJ UNCH    2 0
 QM0004
 QM0004.Superseded values are not recommended for survey control.
 QM0004
 QM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0004.See file dsdata.pdf to determine how the superseded data were derived.
 QM0004
 QM0004_MARKER: DB = BENCH MARK DISK
 QM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0004_STAMPING: B 60 1934
 QM0004_MARK LOGO: CGS
 QM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0004+STABILITY: SURFACE MOTION
 QM0004
 QM0004  HISTORY     - Date     Condition        Report By
 QM0004  HISTORY     - 1934     MONUMENTED       CGS
 QM0004  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0004  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QM0004  HISTORY     - 20090918 MARK NOT FOUND   GEOCAC
 QM0004
 QM0004                          STATION DESCRIPTION
 QM0004
 QM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0004'1.2 MI S FROM IRON MOUNTAIN.
 QM0004'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0004'PACIFIC RAILROAD FROM THE STATION AT IRON MOUNTAIN, AT KINGSFORD,
 QM0004'275 FEET SOUTH OF THE CENTERLINE OF BREITING AVENUE, 36 FEET
 QM0004'WEST OF THE CENTERLINE OF THE MAIN TRACK, 12 FEET NORTH OF A
 QM0004'FENCE CORNER, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 QM0004'STAMPED B 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0004
 QM0004                          STATION RECOVERY (2001)
 QM0004
 QM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0004
 QM0004                          STATION RECOVERY (2001)
 QM0004
 QM0004'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0004'RAILWAY SIDING IS ABANDONED AND DISK ON POST NOT FOUND USING
 QM0004'MEASUREMENTS IN DESCRIPTION.
 QM0004
 QM0004                          STATION RECOVERY (2009)
 QM0004
 QM0004'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 QM0004'MEASUREMENTS TAKEN FROM BREITUNG AVE AND RAILROAD TRACK. AREA SWEPT
 QM0004'WITH METAL DETECTOR AND PROBED. NO EVIDENCE WAS FOUND OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0189 ***********************************************************************
 RK0189  DESIGNATION -  B 60
 RK0189  PID         -  RK0189
 RK0189  STATE/COUNTY-  MI/MARQUETTE
 RK0189  COUNTRY     -  US
 RK0189  USGS QUAD   -  ARNOLD (2017)
 RK0189
 RK0189                         *CURRENT SURVEY CONTROL
 RK0189  ______________________________________________________________________
 RK0189* NAD 83(1986) POSITION- 46 02 52.     (N) 087 28 17.     (W)   SCALED
 RK0189* NAVD 88 ORTHO HEIGHT -   314.603 (meters)     1032.16  (feet) ADJUSTED
 RK0189  ______________________________________________________________________
 RK0189  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 RK0189  DYNAMIC HEIGHT  -        314.608 (meters)     1032.18  (feet) COMP
 RK0189  MODELED GRAVITY -    980,621.3   (mgal)                       NAVD 88
 RK0189
 RK0189  VERT ORDER      -  SECOND    CLASS 0
 RK0189
 RK0189.The horizontal coordinates were scaled from a map and have
 RK0189.an estimated accuracy of +/- 6 seconds.
 RK0189
 RK0189.The orthometric height was determined by differential leveling and
 RK0189.adjusted by the NATIONAL GEODETIC SURVEY
 RK0189.in June 1991.
 RK0189
 RK0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0189.GEOID18 height accuracy estimate available here.
 RK0189
 RK0189.Click photographs - Photos may exist for this station.
 RK0189
 RK0189.The dynamic height is computed by dividing the NAVD 88
 RK0189.geopotential number by the normal gravity value computed on the
 RK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0189.degrees latitude (g = 980.6199 gals.).
 RK0189
 RK0189.The modeled gravity was interpolated from observed gravity values.
 RK0189
 RK0189;                    North         East    Units  Estimated Accuracy
 RK0189;SPC MI N     -   140,640.    7,963,520.      MT  (+/- 180 meters Scaled)
 RK0189
 RK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR635994(NAD 83)
 RK0189
 RK0189                          SUPERSEDED SURVEY CONTROL
 RK0189
 RK0189  NGVD 29 (??/??/92)  314.627  (m)         1032.24   (f) ADJ UNCH    2 0
 RK0189
 RK0189.Superseded values are not recommended for survey control.
 RK0189
 RK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0189.See file dsdata.pdf to determine how the superseded data were derived.
 RK0189
 RK0189_MARKER: DB = BENCH MARK DISK
 RK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0189_STAMPING: B 60 1934
 RK0189_MARK LOGO: CGS
 RK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0189+STABILITY: SURFACE MOTION
 RK0189
 RK0189  HISTORY     - Date     Condition        Report By
 RK0189  HISTORY     - 1934     MONUMENTED       CGS
 RK0189
 RK0189                          STATION DESCRIPTION
 RK0189
 RK0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0189'AT MASHEK.
 RK0189'AT MASHEK, MARQUETTE COUNTY, ONTHE ESCANABA AND LAKE SUPERIOR
 RK0189'RAILROAD, 21 FEET WEST OF THE STATION, 15 FEET EAST OF A ROAD
 RK0189'CROSSING, 27 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 RK0189'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED B 60
 RK0189'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0246 ***********************************************************************
 RK0246  DESIGNATION -  B 61
 RK0246  PID         -  RK0246
 RK0246  STATE/COUNTY-  MI/MARQUETTE
 RK0246  COUNTRY     -  US
 RK0246  USGS QUAD   -  REPUBLIC (2017)
 RK0246
 RK0246                         *CURRENT SURVEY CONTROL
 RK0246  ______________________________________________________________________
 RK0246* NAD 83(1986) POSITION- 46 25 54.94   (N) 087 57 02.84   (W)   HD_HELD1
 RK0246* NAVD 88 ORTHO HEIGHT -   467.037 (meters)     1532.27  (feet) ADJUSTED
 RK0246  ______________________________________________________________________
 RK0246  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 RK0246  DYNAMIC HEIGHT  -        467.050 (meters)     1532.31  (feet) COMP
 RK0246  MODELED GRAVITY -    980,628.7   (mgal)                       NAVD 88
 RK0246
 RK0246  VERT ORDER      -  SECOND    CLASS 0
 RK0246
 RK0246.The horizontal coordinates were determined by differentially corrected
 RK0246.hand held GPS observations or other comparable positioning techniques
 RK0246.and have an estimated accuracy of +/- 3 meters.
 RK0246
 RK0246.The orthometric height was determined by differential leveling and
 RK0246.adjusted by the NATIONAL GEODETIC SURVEY
 RK0246.in June 1991.
 RK0246
 RK0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0246.GEOID18 height accuracy estimate available here.
 RK0246
 RK0246.Click photographs - Photos may exist for this station.
 RK0246
 RK0246.The dynamic height is computed by dividing the NAVD 88
 RK0246.geopotential number by the normal gravity value computed on the
 RK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0246.degrees latitude (g = 980.6199 gals.).
 RK0246
 RK0246.The modeled gravity was interpolated from observed gravity values.
 RK0246
 RK0246;                    North         East    Units  Estimated Accuracy
 RK0246;SPC MI N     -   183,670.1   7,926,932.6     MT  (+/- 3 meters HH1 GPS) 
 RK0246
 RK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2695342478(NAD 83)
 RK0246
 RK0246                          SUPERSEDED SURVEY CONTROL
 RK0246
 RK0246  NGVD 29 (??/??/92)  466.974  (m)         1532.06   (f) ADJ UNCH    2 0
 RK0246
 RK0246.Superseded values are not recommended for survey control.
 RK0246
 RK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0246.See file dsdata.pdf to determine how the superseded data were derived.
 RK0246
 RK0246_MARKER: DB = BENCH MARK DISK
 RK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0246_STAMPING: B 61 1934
 RK0246_MARK LOGO: CGS
 RK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0246+STABILITY: SURFACE MOTION
 RK0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0246+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2009
 RK0246
 RK0246  HISTORY     - Date     Condition        Report By
 RK0246  HISTORY     - 1934     MONUMENTED       CGS
 RK0246  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0246  HISTORY     - 20090501 GOOD             GEOCAC
 RK0246
 RK0246                          STATION DESCRIPTION
 RK0246
 RK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0246'3 MI N FROM REPUBLIC.
 RK0246'3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0246'RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY, 6 RAILS
 RK0246'NORTH OF MILEPOST 340, 0.1 MILE SOUTH OF STATE HIGHWAY 45, AND
 RK0246'15 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0246'DISK, STAMPED B 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0246
 RK0246                          STATION RECOVERY (1985)
 RK0246
 RK0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0246'MARK NOT FOUND.
 RK0246
 RK0246                          STATION RECOVERY (2009)
 RK0246
 RK0246'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RK0246'THE RAILROAD HAS BEEN REMOVED, AND THIS GRADE IS NOW A ROAD AND ORV
 RK0246'TRAIL. TO REACH FROM THE POST OFFICE IN REPUBLIC, TRAVEL 1 BLOCK EAST
 RK0246'ON KLOMAN AVE TO FOURTH STREET/CR 601, THEN NORTH AND EAST 4.0 KM (2.5
 RK0246'MI) ON CR 601 TO THE CROSSING OF THE ORV TRAIL (THE FORMER CNW GRADE)
 RK0246'THEN 0.1 MILE SOUTH TO THE MARK ON THE RIGHT.
 RK0246'
 RK0246'MARK IS ABOUT 4.6M (15 FEET) WEST OF THE CENTER OF THE ROAD, AND .9 M
 RK0246'(3 FEET) SOUTH OF THE EXTENDED CENTER LINE OF A DIM ROAD EAST. MARK IS
 RK0246'AT THE EDGE OF A SLOPED BANK, ABOUT 1 FOOT BELOW GROUND LEVEL ON THE
 RK0246'ROAD SIDE, AND AT GROUND LEVEL ON THE OPPOSITE SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0009 ***********************************************************************
 SG0009  DESIGNATION -  B 62 RESET
 SG0009  PID         -  SG0009
 SG0009  STATE/COUNTY-  MI/HOUGHTON
 SG0009  COUNTRY     -  US
 SG0009  USGS QUAD   -  POINT MILLS (2017)
 SG0009
 SG0009                         *CURRENT SURVEY CONTROL
 SG0009  ______________________________________________________________________
 SG0009* NAD 83(1986) POSITION- 47 00 33.2    (N) 088 29 34.1    (W)   HD_HELD2
 SG0009* NAVD 88 ORTHO HEIGHT -   184.24  (+/-2cm)      604.5   (feet) VERTCON3
 SG0009  ______________________________________________________________________
 SG0009  GEOID HEIGHT    -        -34.555 (meters)                     GEOID18
 SG0009  VERT ORDER      -  THIRD (See Below)
 SG0009
 SG0009.The horizontal coordinates were established by autonomous hand held GPS
 SG0009.observations and have an estimated accuracy of +/- 10 meters.
 SG0009
 SG0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0009
 SG0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0009.GEOID18 height accuracy estimate available here.
 SG0009
 SG0009.The vertical order pertains to the NGVD 29 superseded value.
 SG0009
 SG0009.Click photographs - Photos may exist for this station.
 SG0009
 SG0009;                    North         East    Units  Estimated Accuracy
 SG0009;SPC MI N     -   248,472.    7,886,491.      MT  (+/- 10 meters HH2 GPS)
 SG0009
 SG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8652907270(NAD 83)
 SG0009
 SG0009                          SUPERSEDED SURVEY CONTROL
 SG0009
 SG0009  NGVD 29 (02/05/16)  184.24   (m)          604.5    (f) RESET       3  
 SG0009
 SG0009.Superseded values are not recommended for survey control.
 SG0009
 SG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0009.See file dsdata.pdf to determine how the superseded data were derived.
 SG0009
 SG0009_MARKER: DB = BENCH MARK DISK
 SG0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0009_SP_SET: ABUTMENT
 SG0009_STAMPING: B 62 RESET 1959
 SG0009_MARK LOGO: CGS
 SG0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0009
 SG0009  HISTORY     - Date     Condition        Report By
 SG0009  HISTORY     - 1959     MONUMENTED       CGS
 SG0009  HISTORY     - 20090718 GOOD             GEOCAC
 SG0009
 SG0009                          STATION DESCRIPTION
 SG0009
 SG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SG0009'2.3 MI S FROM CHASSELL.
 SG0009'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM CHASSELL,
 SG0009'HOUGHTON COUNTY, AT A CONCRETE BRIDGE, IN THE SOUTHWEST ABUTMENT
 SG0009'5 INCHES EAST AND 4 INCHES SOUTH OF THE NORTHWEST CORNER OF SAID
 SG0009'ABUTMENT.
 SG0009
 SG0009                          STATION RECOVERY (2009)
 SG0009
 SG0009'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0009'ABOUT 2.15 MILES SOUTH ALONG US-41 FROM THE POST OFFICE IN CHASSELL,
 SG0009'SET IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 SG0009'BRIDGE. MARK IS IN THE WESTERN MOST CORNER OF THE DESCRIBED ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0280 ***********************************************************************
 RL0280  DESIGNATION -  B 63
 RL0280  PID         -  RL0280
 RL0280  STATE/COUNTY-  MI/IRON
 RL0280  COUNTRY     -  US
 RL0280  USGS QUAD   -  BEECHWOOD (2017)
 RL0280
 RL0280                         *CURRENT SURVEY CONTROL
 RL0280  ______________________________________________________________________
 RL0280* NAD 83(1986) POSITION- 46 11 04.     (N) 088 49 27.     (W)   SCALED
 RL0280* NAVD 88 ORTHO HEIGHT -   478.600 (meters)     1570.21  (feet) ADJUSTED
 RL0280  ______________________________________________________________________
 RL0280  GEOID HEIGHT    -        -31.761 (meters)                     GEOID18
 RL0280  DYNAMIC HEIGHT  -        478.609 (meters)     1570.24  (feet) COMP
 RL0280  MODELED GRAVITY -    980,618.0   (mgal)                       NAVD 88
 RL0280
 RL0280  VERT ORDER      -  SECOND    CLASS 0
 RL0280
 RL0280.The horizontal coordinates were scaled from a map and have
 RL0280.an estimated accuracy of +/- 6 seconds.
 RL0280
 RL0280.The orthometric height was determined by differential leveling and
 RL0280.adjusted by the NATIONAL GEODETIC SURVEY
 RL0280.in June 1991.
 RL0280
 RL0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0280.GEOID18 height accuracy estimate available here.
 RL0280
 RL0280.Click photographs - Photos may exist for this station.
 RL0280
 RL0280.The dynamic height is computed by dividing the NAVD 88
 RL0280.geopotential number by the normal gravity value computed on the
 RL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0280.degrees latitude (g = 980.6199 gals.).
 RL0280
 RL0280.The modeled gravity was interpolated from observed gravity values.
 RL0280
 RL0280;                    North         East    Units  Estimated Accuracy
 RL0280;SPC MI N     -   157,350.    7,859,190.      MT  (+/- 180 meters Scaled)
 RL0280
 RL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS592161(NAD 83)
 RL0280
 RL0280                          SUPERSEDED SURVEY CONTROL
 RL0280
 RL0280  NGVD 29 (??/??/92)  478.613  (m)         1570.25   (f) ADJ UNCH    2 0
 RL0280
 RL0280.Superseded values are not recommended for survey control.
 RL0280
 RL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0280.See file dsdata.pdf to determine how the superseded data were derived.
 RL0280
 RL0280_MARKER: DB = BENCH MARK DISK
 RL0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0280_STAMPING: B 63 1934
 RL0280_MARK LOGO: CGS
 RL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0280+STABILITY: SURFACE MOTION
 RL0280
 RL0280  HISTORY     - Date     Condition        Report By
 RL0280  HISTORY     - 1934     MONUMENTED       CGS
 RL0280  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0280  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0280  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0280
 RL0280                          STATION DESCRIPTION
 RL0280
 RL0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0280'1.3 MI E FROM BASSWOOD.
 RL0280'1.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0280'BASSWOOD, IRON COUNTY, 11 RAILS WEST OF MILEPOST POWERS 80,
 RL0280'30 FEET EAST OF A COUNTY ROAD CROSSING, AND 25 FEET NORTH OF
 RL0280'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 63
 RL0280'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 RL0280'ABOVE GROUND.
 RL0280
 RL0280                          STATION RECOVERY (1978)
 RL0280
 RL0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0280'MARK NOT FOUND.
 RL0280
 RL0280                          STATION RECOVERY (1997)
 RL0280
 RL0280'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0280'MARK NOT FOUND.
 RL0280
 RL0280                          STATION RECOVERY (2002)
 RL0280
 RL0280'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0059 ***********************************************************************
 SG0059  DESIGNATION -  B 65
 SG0059  PID         -  SG0059
 SG0059  STATE/COUNTY-  MI/HOUGHTON
 SG0059  COUNTRY     -  US
 SG0059  USGS QUAD   -  HANCOCK (2017)
 SG0059
 SG0059                         *CURRENT SURVEY CONTROL
 SG0059  ______________________________________________________________________
 SG0059* NAD 83(1986) POSITION- 47 07 36.1    (N) 088 34 57.9    (W)   HD_HELD2
 SG0059* NAVD 88 ORTHO HEIGHT -   210.804 (meters)      691.61  (feet) ADJUSTED
 SG0059  ______________________________________________________________________
 SG0059  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 SG0059  DYNAMIC HEIGHT  -        210.836 (meters)      691.72  (feet) COMP
 SG0059  MODELED GRAVITY -    980,759.9   (mgal)                       NAVD 88
 SG0059
 SG0059  VERT ORDER      -  FIRST     CLASS II
 SG0059
 SG0059.The horizontal coordinates were established by autonomous hand held GPS
 SG0059.observations and have an estimated accuracy of +/- 10 meters.
 SG0059
 SG0059.The orthometric height was determined by differential leveling and
 SG0059.adjusted by the NATIONAL GEODETIC SURVEY
 SG0059.in July 2002.
 SG0059
 SG0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0059.GEOID18 height accuracy estimate available here.
 SG0059
 SG0059.Click photographs - Photos may exist for this station.
 SG0059
 SG0059.The dynamic height is computed by dividing the NAVD 88
 SG0059.geopotential number by the normal gravity value computed on the
 SG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0059.degrees latitude (g = 980.6199 gals.).
 SG0059
 SG0059.The modeled gravity was interpolated from observed gravity values.
 SG0059
 SG0059;                    North         East    Units  Estimated Accuracy
 SG0059;SPC MI N     -   261,661.    7,879,914.      MT  (+/- 10 meters HH2 GPS)
 SG0059
 SG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7995620458(NAD 83)
 SG0059
 SG0059                          SUPERSEDED SURVEY CONTROL
 SG0059
 SG0059  NAVD 88 (06/15/91)  210.800  (m)          691.60   (f) SUPERSEDED  1 2
 SG0059  NGVD 29 (??/??/92)  210.810  (m)          691.63   (f) ADJ UNCH    1 2
 SG0059
 SG0059.Superseded values are not recommended for survey control.
 SG0059
 SG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0059.See file dsdata.pdf to determine how the superseded data were derived.
 SG0059
 SG0059_MARKER: DB = BENCH MARK DISK
 SG0059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0059_SP_SET: STEP
 SG0059_STAMPING: B 65 1934
 SG0059_MARK LOGO: CGS
 SG0059_PROJECTION: FLUSH
 SG0059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SG0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0059+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 SG0059
 SG0059  HISTORY     - Date     Condition        Report By
 SG0059  HISTORY     - 1934     MONUMENTED       CGS
 SG0059  HISTORY     - 1942     GOOD             CGS
 SG0059  HISTORY     - 19960517 GOOD             USPSQD
 SG0059  HISTORY     - 19960709 GOOD             NGS
 SG0059  HISTORY     - 19980929 GOOD             MIDT
 SG0059  HISTORY     - 20070820 GOOD             GEOCAC
 SG0059  HISTORY     - 20220825 GOOD             PROFLN
 SG0059
 SG0059                          STATION DESCRIPTION
 SG0059
 SG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0059'AT HANCOCK.
 SG0059'AT HANCOCK, HOUGHTON COUNTY, ON QUINCY STREET, AT THE ENTRANCE TO
 SG0059'THE FIRST NATIONAL BANK, AT THE RIGHT SIDE OF THE DOOR, AND IN A
 SG0059'STEP.  A STANDARD DISK, STAMPED B 65 1934.
 SG0059
 SG0059                          STATION RECOVERY (1942)
 SG0059
 SG0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 SG0059'RECOVERED IN GOOD CONDITION.
 SG0059
 SG0059                          STATION RECOVERY (1996)
 SG0059
 SG0059'RECOVERY NOTE BY US POWER SQUADRON 1996
 SG0059'RECOVERED IN GOOD CONDITION.
 SG0059
 SG0059                          STATION RECOVERY (1996)
 SG0059
 SG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0059'IN HANCOCK, AT THE INTERSECTION OF QUINCY AND RAVINE STREETS, NEAR THE
 SG0059'WEST END OF A CONCRETE STEP AT THE ENTRANCE TO A BRICK BUILDING, 14.8
 SG0059'M (48.6 FT) EAST OF THE CENTER OF RAVINE STREET, 9.3 M (30.5 FT) SOUTH
 SG0059'OF THE CENTER OF QUINCY STREET, 1.4 M (4.6 FT) WEST OF THE CENTER OF A
 SG0059'DOOR, 0.3 M (1.0 FT) NORTH OF THE NORTH FACE OF THE BUILDING, AND 0.3
 SG0059'M (1.0 FT) ABOVE THE LEVEL OF QUINCY STREET.
 SG0059
 SG0059                          STATION RECOVERY (1998)
 SG0059
 SG0059'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0059'RECOVERED AS DESCRIBED.
 SG0059
 SG0059                          STATION RECOVERY (2007)
 SG0059
 SG0059'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 SG0059'RECOVERED IN GOOD CONDITION.
 SG0059
 SG0059                          STATION RECOVERY (2022)
 SG0059
 SG0059'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 SG0059'GOOD PER 1996 RECOVERY NOTE BY GAS EXCEPT THE BUILDING APPEARS MORE
 SG0059'GRANITE THAN BRICK.  PRESENTLY OCCUPIED BY EDWARD JONES INVESTMENTS.
 SG0059'ADDRESS 238 QUINCY ST, ACROSS FROM SUPERIOR NATIONAL BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0035 ***********************************************************************
 SG0035  DESIGNATION -  B 66
 SG0035  PID         -  SG0035
 SG0035  STATE/COUNTY-  MI/KEWEENAW
 SG0035  COUNTRY     -  US
 SG0035  USGS QUAD   -  DELAWARE (2017)
 SG0035
 SG0035                         *CURRENT SURVEY CONTROL
 SG0035  ______________________________________________________________________
 SG0035* NAD 83(1986) POSITION- 47 25 08.77   (N) 088 07 16.06   (W)   HD_HELD1
 SG0035* NAVD 88 ORTHO HEIGHT -   338.915 (meters)     1111.92  (feet) ADJUSTED
 SG0035  ______________________________________________________________________
 SG0035  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 SG0035  DYNAMIC HEIGHT  -        338.969 (meters)     1112.10  (feet) COMP
 SG0035  MODELED GRAVITY -    980,762.6   (mgal)                       NAVD 88
 SG0035
 SG0035  VERT ORDER      -  FIRST     CLASS II
 SG0035
 SG0035.The horizontal coordinates were determined by differentially corrected
 SG0035.hand held GPS observations or other comparable positioning techniques
 SG0035.and have an estimated accuracy of +/- 3 meters.
 SG0035
 SG0035.The orthometric height was determined by differential leveling and
 SG0035.adjusted by the NATIONAL GEODETIC SURVEY
 SG0035.in June 1991.
 SG0035
 SG0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0035.GEOID18 height accuracy estimate available here.
 SG0035
 SG0035.Click photographs - Photos may exist for this station.
 SG0035
 SG0035.The dynamic height is computed by dividing the NAVD 88
 SG0035.geopotential number by the normal gravity value computed on the
 SG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0035.degrees latitude (g = 980.6199 gals.).
 SG0035
 SG0035.The modeled gravity was interpolated from observed gravity values.
 SG0035
 SG0035;                    North         East    Units  Estimated Accuracy
 SG0035;SPC MI N     -   293,571.4   7,915,395.0     MT  (+/- 3 meters HH1 GPS) 
 SG0035
 SG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1543452348(NAD 83)
 SG0035
 SG0035                          SUPERSEDED SURVEY CONTROL
 SG0035
 SG0035  NGVD 29 (??/??/92)  338.911  (m)         1111.91   (f) ADJ UNCH    1 2
 SG0035
 SG0035.Superseded values are not recommended for survey control.
 SG0035
 SG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0035.See file dsdata.pdf to determine how the superseded data were derived.
 SG0035
 SG0035_MARKER: DB = BENCH MARK DISK
 SG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0035_STAMPING: B 66 1934
 SG0035_MARK LOGO: CGS
 SG0035_PROJECTION: PROJECTING 10 CENTIMETERS
 SG0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0035+STABILITY: SURFACE MOTION
 SG0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0035+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 SG0035
 SG0035  HISTORY     - Date     Condition        Report By
 SG0035  HISTORY     - 1934     MONUMENTED       CGS
 SG0035  HISTORY     - 19941228 GOOD             MIDT
 SG0035  HISTORY     - 19960717 GOOD             NGS
 SG0035  HISTORY     - 20010912 GOOD             USPSQD
 SG0035  HISTORY     - 20031013 GOOD             GEOCAC
 SG0035  HISTORY     - 20080722 GOOD             GEOCAC
 SG0035  HISTORY     - 20180606 GOOD             MIDT
 SG0035
 SG0035                          STATION DESCRIPTION
 SG0035
 SG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0035'15 MI N FROM MOHAWK.
 SG0035'ABOUT 15 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0035'COUNTY, 25 FEET EAST OF HIGHWAY STATION 440+00, 25 FEET EAST
 SG0035'OF A 3-FOOT BOULDER EMBEDDED IN THE NORTH SIDE OF A CUT SLOPE,
 SG0035'IN A CLUMP OF HARD MAPLE TREES, 7 FEET NORTH OF THE TOP OF A
 SG0035'SLOPE OF A 3-FOOT CUT, AND 40 FEET NORTH OF THE CENTERLINE OF
 SG0035'THE HIGHWAY.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN THE
 SG0035'TOP OF A CONCRETE POST.
 SG0035
 SG0035                          STATION RECOVERY (1994)
 SG0035
 SG0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0035'RECOVERED AS DESCRIBED.
 SG0035
 SG0035                          STATION RECOVERY (1996)
 SG0035
 SG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0035'12.8 KM (7.95 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 SG0035'STATE HIGHWAY 26 IN PHOENIX, 114.0 M (374.0 FT) EAST OF THE CENTER OF
 SG0035'A CULVERT UNDER THE HIGHWAY, 8.6 M (28.2 FT) NORTH OF THE HIGHWAY
 SG0035'CENTERLINE, 2.4 M (7.9 FT) EAST OF AN 8-INCH PINE TREE WITH B 66
 SG0035'PAINTED ON THE SOUTH SIDE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 SG0035'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 SG0035'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 SG0035
 SG0035                          STATION RECOVERY (2001)
 SG0035
 SG0035'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0035'DUE TO HWY RECONSTRUCTION THE MARK NOW LAYS 60 FT NORTH OF THE
 SG0035'CENTERLINE OF THE HWY INSTEAD OF 28 FT AS IN PREVIOUS DECRIPTION.
 SG0035
 SG0035                          STATION RECOVERY (2003)
 SG0035
 SG0035'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0035'RECOVERED IN GOOD CONDITION.
 SG0035
 SG0035                          STATION RECOVERY (2008)
 SG0035
 SG0035'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 SG0035'RECOVERED IN GOOD CONDITION.
 SG0035
 SG0035                          STATION RECOVERY (2018)
 SG0035
 SG0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BLJ)
 SG0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0938 ***********************************************************************
 RL0938  DESIGNATION -  B 67
 RL0938  PID         -  RL0938
 RL0938  STATE/COUNTY-  MI/GOGEBIC
 RL0938  COUNTRY     -  US
 RL0938  USGS QUAD   -  LAND O' LAKES (2018)
 RL0938
 RL0938                         *CURRENT SURVEY CONTROL
 RL0938  ______________________________________________________________________
 RL0938* NAD 83(1986) POSITION- 46 12 31.98   (N) 089 10 42.64   (W)   HD_HELD1
 RL0938* NAVD 88 ORTHO HEIGHT -   511.723 (meters)     1678.88  (feet) ADJUSTED
 RL0938  ______________________________________________________________________
 RL0938  GEOID HEIGHT    -        -31.352 (meters)                     GEOID18
 RL0938  DYNAMIC HEIGHT  -        511.727 (meters)     1678.89  (feet) COMP
 RL0938  MODELED GRAVITY -    980,606.0   (mgal)                       NAVD 88
 RL0938
 RL0938  VERT ORDER      -  SECOND    CLASS 0
 RL0938
 RL0938.The horizontal coordinates were determined by differentially corrected
 RL0938.hand held GPS observations or other comparable positioning techniques
 RL0938.and have an estimated accuracy of +/- 3 meters.
 RL0938
 RL0938.The orthometric height was determined by differential leveling and
 RL0938.adjusted by the NATIONAL GEODETIC SURVEY
 RL0938.in June 1991.
 RL0938
 RL0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0938.GEOID18 height accuracy estimate available here.
 RL0938
 RL0938.Click photographs - Photos may exist for this station.
 RL0938
 RL0938.The dynamic height is computed by dividing the NAVD 88
 RL0938.geopotential number by the normal gravity value computed on the
 RL0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0938.degrees latitude (g = 980.6199 gals.).
 RL0938
 RL0938.The modeled gravity was interpolated from observed gravity values.
 RL0938
 RL0938;                    North         East    Units  Estimated Accuracy
 RL0938;SPC MI N     -   160,751.0   7,831,918.8     MT  (+/- 3 meters HH1 GPS) 
 RL0938
 RL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3195019563(NAD 83)
 RL0938
 RL0938                          SUPERSEDED SURVEY CONTROL
 RL0938
 RL0938  NGVD 29 (??/??/92)  511.742  (m)         1678.94   (f) ADJ UNCH    2 0
 RL0938
 RL0938.Superseded values are not recommended for survey control.
 RL0938
 RL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0938.See file dsdata.pdf to determine how the superseded data were derived.
 RL0938
 RL0938_MARKER: DB = BENCH MARK DISK
 RL0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0938_STAMPING: B 67 1934
 RL0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0938+STABILITY: SURFACE MOTION
 RL0938
 RL0938  HISTORY     - Date     Condition        Report By
 RL0938  HISTORY     - 1934     MONUMENTED       CGS
 RL0938  HISTORY     - 20001115 MARK NOT FOUND   MIDT
 RL0938
 RL0938                          STATION DESCRIPTION
 RL0938
 RL0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0938'4.4 MI S FROM WATERSMEET.
 RL0938'4.4 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0938'OF U.S. HIGHWAY 2 AT WATERSMEET, GOGEBIC COUNTY, AT THE CROSSING
 RL0938'OF A ROW OF POWER-TRANSMISSION LINE POLES, 40 FEET WEST OF A
 RL0938'POLE, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 RL0938'STANDARD DISK, STAMPED B 67 1934 AND SET IN THE TOP OF A CONCRETE
 RL0938'POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0938
 RL0938                          STATION RECOVERY (2000)
 RL0938
 RL0938'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0938'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0470 ***********************************************************************
 NE0470  DESIGNATION -  B 75
 NE0470  PID         -  NE0470
 NE0470  STATE/COUNTY-  MI/WAYNE
 NE0470  COUNTRY     -  US
 NE0470  USGS QUAD   -  WAYNE (2017)
 NE0470
 NE0470                         *CURRENT SURVEY CONTROL
 NE0470  ______________________________________________________________________
 NE0470* NAD 83(1986) POSITION- 42 15 40.     (N) 083 29 12.     (W)   SCALED
 NE0470* NAVD 88 ORTHO HEIGHT -   211.550 (meters)      694.06  (feet) ADJUSTED
 NE0470  ______________________________________________________________________
 NE0470  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 NE0470  DYNAMIC HEIGHT  -        211.485 (meters)      693.85  (feet) COMP
 NE0470  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NE0470
 NE0470  VERT ORDER      -  FIRST     CLASS II
 NE0470
 NE0470.The horizontal coordinates were scaled from a map and have
 NE0470.an estimated accuracy of +/- 6 seconds.
 NE0470
 NE0470.The orthometric height was determined by differential leveling and
 NE0470.adjusted by the NATIONAL GEODETIC SURVEY
 NE0470.in June 1991.
 NE0470
 NE0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0470.GEOID18 height accuracy estimate available here.
 NE0470
 NE0470.Click photographs - Photos may exist for this station.
 NE0470
 NE0470.The dynamic height is computed by dividing the NAVD 88
 NE0470.geopotential number by the normal gravity value computed on the
 NE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0470.degrees latitude (g = 980.6199 gals.).
 NE0470
 NE0470.The modeled gravity was interpolated from observed gravity values.
 NE0470
 NE0470;                    North         East    Units  Estimated Accuracy
 NE0470;SPC MI S     -    84,920.    4,072,610.      MT  (+/- 180 meters Scaled)
 NE0470
 NE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG948817(NAD 83)
 NE0470
 NE0470                          SUPERSEDED SURVEY CONTROL
 NE0470
 NE0470  NGVD 29 (01/19/93)  211.683  (m)          694.50   (f) ADJUSTED    1 2
 NE0470  NGVD 29 (??/??/92)  211.683  (m)          694.50   (f) SUPERSEDED  1 2
 NE0470
 NE0470.Superseded values are not recommended for survey control.
 NE0470
 NE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0470.See file dsdata.pdf to determine how the superseded data were derived.
 NE0470
 NE0470_MARKER: DB = BENCH MARK DISK
 NE0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0470_SP_SET: WINGWALL
 NE0470_STAMPING: B 75 1960
 NE0470_MARK LOGO: CGS
 NE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0470+STABILITY: SURFACE MOTION
 NE0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0470+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2013
 NE0470
 NE0470  HISTORY     - Date     Condition        Report By
 NE0470  HISTORY     - 1960     MONUMENTED       CGS
 NE0470  HISTORY     - 1983     GOOD             LOCSUR
 NE0470  HISTORY     - 1985     GOOD             NGS
 NE0470  HISTORY     - 1989     GOOD             USPSQD
 NE0470  HISTORY     - 20070701 GOOD             INDIV
 NE0470  HISTORY     - 20090610 GOOD             INDIV
 NE0470  HISTORY     - 20130621 GOOD             GEODES
 NE0470
 NE0470                          STATION DESCRIPTION
 NE0470
 NE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0470'3.5 MI N FROM BELLEVILLE.
 NE0470'LOCATED ALONG THE NEW YORK CENTRAL RAILROAD, 5.7 FEET WEST OF
 NE0470'THE STATION AT WAYNE, AT THE INTERSECTION OF BELLEVILLE ROAD.
 NE0470'37 FEET EAST OF THE CENTERLINE OF BELLEVILLE ROAD AND 18.5 FEET
 NE0470'SOUTH OF SOUTH RAIL.  A STANDARD DISK CEMENTED IN THE TOP OF
 NE0470'THE SOUTHEAST L SHAPED WING WALL OF BRIDGE OVER BELLEVILLE
 NE0470'ROAD AND 2 FEET NORTH OF SOUTHEAST CORNER OF WING WALL.  STAMPED
 NE0470'B 75 1960.
 NE0470
 NE0470                          STATION RECOVERY (1983)
 NE0470
 NE0470'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (1985)
 NE0470
 NE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (1989)
 NE0470
 NE0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (2007)
 NE0470
 NE0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JIS)
 NE0470'RECOVERED AS DESCRIBED
 NE0470
 NE0470                          STATION RECOVERY (2009)
 NE0470
 NE0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CCM)
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (2013)
 NE0470
 NE0470'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2013 (GMB)
 NE0470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0171 ***********************************************************************
 QK0171  DESIGNATION -  B 76
 QK0171  PID         -  QK0171
 QK0171  STATE/COUNTY-  MI/EMMET
 QK0171  COUNTRY     -  US
 QK0171  USGS QUAD   -  SAINT IGNACE (2017)
 QK0171
 QK0171                         *CURRENT SURVEY CONTROL
 QK0171  ______________________________________________________________________
 QK0171* NAD 83(1986) POSITION- 45 46 02.     (N) 084 44 40.     (W)   SCALED
 QK0171* NAVD 88 ORTHO HEIGHT -   196.549 (meters)      644.84  (feet) ADJUSTED
 QK0171  ______________________________________________________________________
 QK0171  GEOID HEIGHT    -        -35.386 (meters)                     GEOID18
 QK0171  DYNAMIC HEIGHT  -        196.554 (meters)      644.86  (feet) COMP
 QK0171  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 QK0171
 QK0171  VERT ORDER      -  SECOND    CLASS 0
 QK0171
 QK0171.The horizontal coordinates were scaled from a map and have
 QK0171.an estimated accuracy of +/- 6 seconds.
 QK0171
 QK0171.The orthometric height was determined by differential leveling and
 QK0171.adjusted by the NATIONAL GEODETIC SURVEY
 QK0171.in June 1991.
 QK0171
 QK0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0171.GEOID18 height accuracy estimate available here.
 QK0171
 QK0171.Click photographs - Photos may exist for this station.
 QK0171
 QK0171.The dynamic height is computed by dividing the NAVD 88
 QK0171.geopotential number by the normal gravity value computed on the
 QK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0171.degrees latitude (g = 980.6199 gals.).
 QK0171
 QK0171.The modeled gravity was interpolated from observed gravity values.
 QK0171
 QK0171;                    North         East    Units  Estimated Accuracy
 QK0171;SPC MI C     -   272,390.    5,970,610.      MT  (+/- 180 meters Scaled)
 QK0171
 QK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR753706(NAD 83)
 QK0171
 QK0171                          SUPERSEDED SURVEY CONTROL
 QK0171
 QK0171  NGVD 29 (??/??/92)  196.559  (m)          644.88   (f) ADJ UNCH    2 0
 QK0171
 QK0171.Superseded values are not recommended for survey control.
 QK0171
 QK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0171.See file dsdata.pdf to determine how the superseded data were derived.
 QK0171
 QK0171_MARKER: DB = BENCH MARK DISK
 QK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0171_STAMPING: B 76 1934
 QK0171_MARK LOGO: CGS
 QK0171_PROJECTION: RECESSED 13 CENTIMETERS
 QK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0171+STABILITY: SURFACE MOTION
 QK0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0171+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2023
 QK0171
 QK0171  HISTORY     - Date     Condition        Report By
 QK0171  HISTORY     - 1934     MONUMENTED       CGS
 QK0171  HISTORY     - 1963     GOOD             LPCO
 QK0171  HISTORY     - 1983     GOOD             NGS
 QK0171  HISTORY     - 20100216 GOOD             INDIV
 QK0171  HISTORY     - 20230708 GOOD             WILWRK
 QK0171
 QK0171                          STATION DESCRIPTION
 QK0171
 QK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0171'1.4 MI S FROM MACKINAW CITY.
 QK0171'IN EMMET COUNTY, 1.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0171'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.3 MILE
 QK0171'NORTH OF MILEPOST 458, 30 YARDS NORTHEAST OF A TWO-ROOM HOME,
 QK0171'19 YARDS NORTHWEST OF THE CENTER OF A ROAD CROSSING, 12 YARDS
 QK0171'NORTH OF THE CENTERLINE OF THE ROAD, 15 YARDS WEST OF THE WEST
 QK0171'RAIL, AND 4-1/2 YARDS SOUTHEAST OF TELEPHONE POLE 9334-1/2.  A
 QK0171'STANDARD DISK, STAMPED B 76 1934 AND SET IN THE TOP OF A CONCRETE
 QK0171'POST PROJECTING 3 INCHES ABOVE GROUND.
 QK0171
 QK0171                          STATION RECOVERY (1963)
 QK0171
 QK0171'RECOVERY NOTE BY LAKEHEAD PIPELINE COMPANY 1963
 QK0171'RECOVERED IN GOOD CONDITION.
 QK0171
 QK0171                          STATION RECOVERY (1983)
 QK0171
 QK0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0171'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.  NEW
 QK0171'DESCRIPTION FOLLOWS.  2.25 KM (1.4 MI) SOUTH ALONG THE MICHIGAN
 QK0171'NORTHERN RAILROAD FROM THE STATION IN MACKINAW CITY, 0.48 KM (0.3 MI)
 QK0171'NORTH OF MILEPOST 458, AT A ROAD CROSSING, 17.37 METERS (57.0 FT)
 QK0171'NORTHWEST OF THE ROAD CROSSING, 10.97 METERS (36.0 FT) NORTH OF THE
 QK0171'CENTER OF THE ROAD, AND 13.71 METERS (45.0 FT) WEST OF THE WEST RAIL.
 QK0171'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QK0171'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0171
 QK0171                          STATION RECOVERY (2010)
 QK0171
 QK0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RAG)
 QK0171'RECOVERED IN GOOD CONDITION.
 QK0171
 QK0171                          STATION RECOVERY (2023)
 QK0171
 QK0171'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QK0171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0308 ***********************************************************************
 QK0308  DESIGNATION -  B 77
 QK0308  PID         -  QK0308
 QK0308  STATE/COUNTY-  MI/CHARLEVOIX
 QK0308  COUNTRY     -  US
 QK0308  USGS QUAD   -  IRONTON (2017)
 QK0308
 QK0308                         *CURRENT SURVEY CONTROL
 QK0308  ______________________________________________________________________
 QK0308* NAD 83(1986) POSITION- 45 18 57.     (N) 085 14 44.     (W)   SCALED
 QK0308* NAVD 88 ORTHO HEIGHT -   180.068 (meters)      590.77  (feet) ADJUSTED
 QK0308  ______________________________________________________________________
 QK0308  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 QK0308  DYNAMIC HEIGHT  -        180.062 (meters)      590.75  (feet) COMP
 QK0308  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 QK0308
 QK0308  VERT ORDER      -  FIRST     CLASS II
 QK0308
 QK0308.The horizontal coordinates were scaled from a map and have
 QK0308.an estimated accuracy of +/- 6 seconds.
 QK0308
 QK0308.The orthometric height was determined by differential leveling and
 QK0308.adjusted by the NATIONAL GEODETIC SURVEY
 QK0308.in June 1991.
 QK0308
 QK0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0308.GEOID18 height accuracy estimate available here.
 QK0308
 QK0308.Click photographs - Photos may exist for this station.
 QK0308
 QK0308.The dynamic height is computed by dividing the NAVD 88
 QK0308.geopotential number by the normal gravity value computed on the
 QK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0308.degrees latitude (g = 980.6199 gals.).
 QK0308
 QK0308.The modeled gravity was interpolated from observed gravity values.
 QK0308
 QK0308;                    North         East    Units  Estimated Accuracy
 QK0308;SPC MI C     -   222,520.    5,931,090.      MT  (+/- 180 meters Scaled)
 QK0308
 QK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR375195(NAD 83)
 QK0308
 QK0308                          SUPERSEDED SURVEY CONTROL
 QK0308
 QK0308  NGVD 29 (??/??/92)  180.152  (m)          591.05   (f) ADJ UNCH    1 2
 QK0308
 QK0308.Superseded values are not recommended for survey control.
 QK0308
 QK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0308.See file dsdata.pdf to determine how the superseded data were derived.
 QK0308
 QK0308_MARKER: DB = BENCH MARK DISK
 QK0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0308_STAMPING: B 77 1934
 QK0308_MARK LOGO: CGS
 QK0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0308
 QK0308  HISTORY     - Date     Condition        Report By
 QK0308  HISTORY     - 1934     MONUMENTED       CGS
 QK0308  HISTORY     - 1944     GOOD             CGS
 QK0308  HISTORY     - 1984     GOOD             NGS
 QK0308  HISTORY     - 1988     GOOD             USPSQD
 QK0308
 QK0308                          STATION DESCRIPTION
 QK0308
 QK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QK0308'AT CHARLEVOIX.
 QK0308'AT CHARLEVOIX, CHARLEVOIX COUNTY, ON THE CHESAPEAKE AND OHIO
 QK0308'RAILWAY, 0.2 MILE SOUTH OF THE STATION, AT THE DRAWBRIDGE OVER
 QK0308'THE OUTLET FROM LAKE CHARLEVOIX TO LAKE MICHIGAN, AT THE NORTH
 QK0308'ABUTMENT, IN THE CENTER OF THE TOP OF THE SECOND STEP FROM THE
 QK0308'TOP OF THE WEST SIDE, 3-1/2 YARDS WEST OF THE WEST RAIL, AND
 QK0308'3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED B 77 1934.
 QK0308
 QK0308                          STATION RECOVERY (1984)
 QK0308
 QK0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0308'RECOVERED IN GOOD CONDITION.  NOTE, RAILROAD DRAWBRIDGE HAS BEEN
 QK0308'REMOVED, THE BENCH MARK ON THE COAST GUARD PROPERTY.
 QK0308
 QK0308                          STATION RECOVERY (1988)
 QK0308
 QK0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (WH)
 QK0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0185 ***********************************************************************
 PL0185  DESIGNATION -  B 78
 PL0185  PID         -  PL0185
 PL0185  STATE/COUNTY-  MI/KALKASKA
 PL0185  COUNTRY     -  US
 PL0185  USGS QUAD   -  LEETSVILLE (2017)
 PL0185
 PL0185                         *CURRENT SURVEY CONTROL
 PL0185  ______________________________________________________________________
 PL0185* NAD 83(1986) POSITION- 44 46 01.     (N) 085 12 56.     (W)   SCALED
 PL0185* NAVD 88 ORTHO HEIGHT -   273.224 (meters)      896.40  (feet) ADJUSTED
 PL0185  ______________________________________________________________________
 PL0185  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 PL0185  DYNAMIC HEIGHT  -        273.204 (meters)      896.34  (feet) COMP
 PL0185  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 PL0185
 PL0185  VERT ORDER      -  SECOND    CLASS 0
 PL0185
 PL0185.The horizontal coordinates were scaled from a map and have
 PL0185.an estimated accuracy of +/- 6 seconds.
 PL0185
 PL0185.The orthometric height was determined by differential leveling and
 PL0185.adjusted by the NATIONAL GEODETIC SURVEY
 PL0185.in June 1991.
 PL0185
 PL0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0185.GEOID18 height accuracy estimate available here.
 PL0185
 PL0185.Click photographs - Photos may exist for this station.
 PL0185
 PL0185.The dynamic height is computed by dividing the NAVD 88
 PL0185.geopotential number by the normal gravity value computed on the
 PL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0185.degrees latitude (g = 980.6199 gals.).
 PL0185
 PL0185.The modeled gravity was interpolated from observed gravity values.
 PL0185
 PL0185;                    North         East    Units  Estimated Accuracy
 PL0185;SPC MI C     -   161,510.    5,932,800.      MT  (+/- 180 meters Scaled)
 PL0185
 PL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ412586(NAD 83)
 PL0185
 PL0185                          SUPERSEDED SURVEY CONTROL
 PL0185
 PL0185  NGVD 29 (??/??/92)  273.323  (m)          896.73   (f) ADJ UNCH    2 0
 PL0185
 PL0185.Superseded values are not recommended for survey control.
 PL0185
 PL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0185.See file dsdata.pdf to determine how the superseded data were derived.
 PL0185
 PL0185_MARKER: DB = BENCH MARK DISK
 PL0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0185_STAMPING: B 78 1934
 PL0185_MARK LOGO: CGS
 PL0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0185+STABILITY: SURFACE MOTION
 PL0185
 PL0185  HISTORY     - Date     Condition        Report By
 PL0185  HISTORY     - 1934     MONUMENTED       CGS
 PL0185  HISTORY     - 1949     GOOD             CGS
 PL0185  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 PL0185  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0185
 PL0185                          STATION DESCRIPTION
 PL0185
 PL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0185'4.1 MI NW FROM KALKASKA.
 PL0185'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM KALKASKA,
 PL0185'KALKASKA COUNTY, AT THE JUNCTION OF A COUNTY HIGHWAY LEADING TO
 PL0185'RAPID CITY, 5 YARDS NORTH AND 1 YARD EAST OF A YELLOW SIGN
 PL0185'POINTING THE DIRECTIONS TO KALKASKA, TRAVERSE CITY AND RAPID
 PL0185'CITY, 6 YARDS SOUTH OF THE CENTERLINE OF THE COUNTY HIGHWAY
 PL0185'LEADING TO RAPID CITY, 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE,
 PL0185'AND IN A GRASS FIELD.  A STANDARD DISK, STAMPED B 78 1934 AND SET
 PL0185'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0185
 PL0185                          STATION RECOVERY (1997)
 PL0185
 PL0185'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0185'MARK NOT FOUND.
 PL0185
 PL0185                          STATION RECOVERY (2001)
 PL0185
 PL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0155 ***********************************************************************
 QK0155  DESIGNATION -  B 79
 QK0155  PID         -  QK0155
 QK0155  STATE/COUNTY-  MI/OTSEGO
 QK0155  COUNTRY     -  US
 QK0155  USGS QUAD   -  ELMIRA (2017)
 QK0155
 QK0155                         *CURRENT SURVEY CONTROL
 QK0155  ______________________________________________________________________
 QK0155* NAD 83(1986) POSITION- 45 02 55.     (N) 084 45 20.     (W)   SCALED
 QK0155* NAVD 88 ORTHO HEIGHT -   415.804 (meters)     1364.18  (feet) ADJUSTED
 QK0155  ______________________________________________________________________
 QK0155  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 QK0155  DYNAMIC HEIGHT  -        415.759 (meters)     1364.04  (feet) COMP
 QK0155  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 QK0155
 QK0155  VERT ORDER      -  SECOND    CLASS 0
 QK0155
 QK0155.The horizontal coordinates were scaled from a map and have
 QK0155.an estimated accuracy of +/- 6 seconds.
 QK0155
 QK0155.The orthometric height was determined by differential leveling and
 QK0155.adjusted by the NATIONAL GEODETIC SURVEY
 QK0155.in June 1991.
 QK0155
 QK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0155.GEOID18 height accuracy estimate available here.
 QK0155
 QK0155.Click photographs - Photos may exist for this station.
 QK0155
 QK0155.The dynamic height is computed by dividing the NAVD 88
 QK0155.geopotential number by the normal gravity value computed on the
 QK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0155.degrees latitude (g = 980.6199 gals.).
 QK0155
 QK0155.The modeled gravity was interpolated from observed gravity values.
 QK0155
 QK0155;                    North         East    Units  Estimated Accuracy
 QK0155;SPC MI C     -   192,530.    5,969,370.      MT  (+/- 180 meters Scaled)
 QK0155
 QK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ767908(NAD 83)
 QK0155
 QK0155                          SUPERSEDED SURVEY CONTROL
 QK0155
 QK0155  NGVD 29 (??/??/92)  415.889  (m)         1364.46   (f) ADJ UNCH    2 0
 QK0155
 QK0155.Superseded values are not recommended for survey control.
 QK0155
 QK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0155.See file dsdata.pdf to determine how the superseded data were derived.
 QK0155
 QK0155_MARKER: DB = BENCH MARK DISK
 QK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0155_STAMPING: B 79 1934
 QK0155_MARK LOGO: CGS
 QK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0155+STABILITY: SURFACE MOTION
 QK0155
 QK0155  HISTORY     - Date     Condition        Report By
 QK0155  HISTORY     - 1934     MONUMENTED       CGS
 QK0155  HISTORY     - 1938     GOOD             CGS
 QK0155  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0155  HISTORY     - 20180605 MARK NOT FOUND   MIDT
 QK0155
 QK0155                          STATION DESCRIPTION
 QK0155
 QK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0155'4.2 MI W FROM GAYLORD.
 QK0155'4.2 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0155'STATION AT GAYLORD, OTSEGO COUNTY, 125 YARDS SOUTH OF A
 QK0155'TWO-STORY UNPAINTED HOUSE, ON THE RIGHT-OF-WAY OF THE RURAL
 QK0155'ELECTRIC CO. POWER LINE, 31 YARDS SOUTHEAST OF A POWER-LINE
 QK0155'POLE, AT A DIRT-ROAD CROSSING, 14 YARDS NORTH OF THE CENTERLINE
 QK0155'OF THE OLD RAILROAD ROADBED, 10 YARDS EAST OF THE CENTERLINE
 QK0155'OF THE ROAD, 1-1/2 YARDS SOUTH OF A WIRE FENCE, AND LEVEL WITH
 QK0155'THE ROAD.  A STANDARD DISK, STAMPED B 79 1934 AND SET IN THE
 QK0155'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 QK0155
 QK0155                          STATION RECOVERY (1996)
 QK0155
 QK0155'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0155'MARK NOT FOUND.
 QK0155
 QK0155                          STATION RECOVERY (2018)
 QK0155
 QK0155'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 QK0155'RAILROAD REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0031 ***********************************************************************
 PL0031  DESIGNATION -  B 81
 PL0031  PID         -  PL0031
 PL0031  STATE/COUNTY-  MI/OSCODA
 PL0031  COUNTRY     -  US
 PL0031  USGS QUAD   -  MIO (2017)
 PL0031
 PL0031                         *CURRENT SURVEY CONTROL
 PL0031  ______________________________________________________________________
 PL0031* NAD 83(1986) POSITION- 44 39 36.     (N) 084 07 46.     (W)   SCALED
 PL0031* NAVD 88 ORTHO HEIGHT -   286.393 (meters)      939.61  (feet) ADJUSTED
 PL0031  ______________________________________________________________________
 PL0031  GEOID HEIGHT    -        -35.115 (meters)                     GEOID18
 PL0031  DYNAMIC HEIGHT  -        286.358 (meters)      939.49  (feet) COMP
 PL0031  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 PL0031
 PL0031  VERT ORDER      -  SECOND    CLASS 0
 PL0031
 PL0031.The horizontal coordinates were scaled from a map and have
 PL0031.an estimated accuracy of +/- 6 seconds.
 PL0031
 PL0031.The orthometric height was determined by differential leveling and
 PL0031.adjusted by the NATIONAL GEODETIC SURVEY
 PL0031.in June 1991.
 PL0031
 PL0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0031.GEOID18 height accuracy estimate available here.
 PL0031
 PL0031.Click photographs - Photos may exist for this station.
 PL0031
 PL0031.The dynamic height is computed by dividing the NAVD 88
 PL0031.geopotential number by the normal gravity value computed on the
 PL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0031.degrees latitude (g = 980.6199 gals.).
 PL0031
 PL0031.The modeled gravity was interpolated from observed gravity values.
 PL0031
 PL0031;                    North         East    Units  Estimated Accuracy
 PL0031;SPC MI C     -   149,300.    6,018,810.      MT  (+/- 180 meters Scaled)
 PL0031
 PL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ275491(NAD 83)
 PL0031
 PL0031                          SUPERSEDED SURVEY CONTROL
 PL0031
 PL0031  NGVD 29 (??/??/92)  286.531  (m)          940.06   (f) ADJ UNCH    2 0
 PL0031
 PL0031.Superseded values are not recommended for survey control.
 PL0031
 PL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0031.See file dsdata.pdf to determine how the superseded data were derived.
 PL0031
 PL0031_MARKER: DB = BENCH MARK DISK
 PL0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0031_SP_SET: BRIDGE ABUTMENT
 PL0031_STAMPING: B 81 1934
 PL0031_MARK LOGO: CGS
 PL0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0031+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 PL0031
 PL0031  HISTORY     - Date     Condition        Report By
 PL0031  HISTORY     - 1934     MONUMENTED       CGS
 PL0031  HISTORY     - 1950     GOOD             CGS
 PL0031  HISTORY     - 19950405 MARK NOT FOUND   NONE
 PL0031  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0031  HISTORY     - 20160608 GOOD             MIDT
 PL0031
 PL0031                          STATION DESCRIPTION
 PL0031
 PL0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PL0031'0.6 MI N FROM MIO.
 PL0031'0.6 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0031'MIO, OSCODA COUNTY, AT THE BRIDGE OVER AU SABLE RIVER, IN THE TOP
 PL0031'OF THE EAST END OF THE NORTH ABUTMENT, 22 FEET EAST OF THE
 PL0031'CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.
 PL0031'A STANDARD DISK, STAMPED B 81 1934.
 PL0031
 PL0031                          STATION RECOVERY (1995)
 PL0031
 PL0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 PL0031'MARK NOT FOUND.
 PL0031
 PL0031                          STATION RECOVERY (2001)
 PL0031
 PL0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0031
 PL0031                          STATION RECOVERY (2016)
 PL0031
 PL0031'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 PL0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0103 ***********************************************************************
 PK0103  DESIGNATION -  B 83
 PK0103  PID         -  PK0103
 PK0103  STATE/COUNTY-  MI/OSCODA
 PK0103  COUNTRY     -  US
 PK0103  USGS QUAD   -  MCKINLEY (2017)
 PK0103
 PK0103                         *CURRENT SURVEY CONTROL
 PK0103  ______________________________________________________________________
 PK0103* NAD 83(1986) POSITION- 44 43 16.     (N) 083 57 58.     (W)   SCALED
 PK0103* NAVD 88 ORTHO HEIGHT -   326.867 (meters)     1072.40  (feet) ADJUSTED
 PK0103  ______________________________________________________________________
 PK0103  GEOID HEIGHT    -        -35.387 (meters)                     GEOID18
 PK0103  DYNAMIC HEIGHT  -        326.827 (meters)     1072.26  (feet) COMP
 PK0103  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 PK0103
 PK0103  VERT ORDER      -  SECOND    CLASS 0
 PK0103
 PK0103.The horizontal coordinates were scaled from a map and have
 PK0103.an estimated accuracy of +/- 6 seconds.
 PK0103
 PK0103.The orthometric height was determined by differential leveling and
 PK0103.adjusted by the NATIONAL GEODETIC SURVEY
 PK0103.in June 1991.
 PK0103
 PK0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0103.GEOID18 height accuracy estimate available here.
 PK0103
 PK0103.Click photographs - Photos may exist for this station.
 PK0103
 PK0103.The dynamic height is computed by dividing the NAVD 88
 PK0103.geopotential number by the normal gravity value computed on the
 PK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0103.degrees latitude (g = 980.6199 gals.).
 PK0103
 PK0103.The modeled gravity was interpolated from observed gravity values.
 PK0103
 PK0103;                    North         East    Units  Estimated Accuracy
 PK0103;SPC MI C     -   156,140.    6,031,730.      MT  (+/- 180 meters Scaled)
 PK0103
 PK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK650562(NAD 83)
 PK0103
 PK0103                          SUPERSEDED SURVEY CONTROL
 PK0103
 PK0103  NGVD 29 (??/??/92)  327.011  (m)         1072.87   (f) ADJ UNCH    2 0
 PK0103
 PK0103.Superseded values are not recommended for survey control.
 PK0103
 PK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0103.See file dsdata.pdf to determine how the superseded data were derived.
 PK0103
 PK0103_MARKER: DB = BENCH MARK DISK
 PK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0103_STAMPING: B 83 1934
 PK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0103+STABILITY: SURFACE MOTION
 PK0103
 PK0103  HISTORY     - Date     Condition        Report By
 PK0103  HISTORY     - 1934     MONUMENTED       CGS
 PK0103  HISTORY     - 1972     MARK NOT FOUND   USGS
 PK0103  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PK0103
 PK0103                          STATION DESCRIPTION
 PK0103
 PK0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0103'4.4 MI E FROM FAIRVIEW.
 PK0103'4.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0103'FAIRVIEW, OSCODA COUNTY, 19 FEET WEST OF THE CENTERLINE OF A
 PK0103'T-ROAD LEADING NORTH, 32 FEET NORTH OF THE CENTERLINE OF THE
 PK0103'HIGHWAY, 5 FEET EAST OF A POLE, AND 1 FOOT HIGHER THAN THE
 PK0103'HIGHWAY. A STANDARD DISK, STAMPED B 83 1934 AND SET IN THE TOP
 PK0103'OF A CONCRETE POST.  NOTE-- MARK BELIEVED DESTROYED WHEN NEW
 PK0103'HIGHWAY 72 WAS CONSTRUCTED.
 PK0103
 PK0103                          STATION RECOVERY (1972)
 PK0103
 PK0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0103'MARK NOT FOUND.
 PK0103
 PK0103                          STATION RECOVERY (2001)
 PK0103
 PK0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0175 ***********************************************************************
 OK0175  DESIGNATION -  B 85
 OK0175  PID         -  OK0175
 OK0175  STATE/COUNTY-  MI/MONTCALM
 OK0175  COUNTRY     -  US
 OK0175  USGS QUAD   -  VESTABURG (2017)
 OK0175
 OK0175                         *CURRENT SURVEY CONTROL
 OK0175  ______________________________________________________________________
 OK0175* NAD 83(1986) POSITION- 43 24 07.     (N) 084 59 05.     (W)   SCALED
 OK0175* NAVD 88 ORTHO HEIGHT -   275.264 (meters)      903.10  (feet) ADJUSTED
 OK0175  ______________________________________________________________________
 OK0175  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 OK0175  DYNAMIC HEIGHT  -        275.213 (meters)      902.93  (feet) COMP
 OK0175  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 OK0175
 OK0175  VERT ORDER      -  SECOND    CLASS 0
 OK0175
 OK0175.The horizontal coordinates were scaled from a map and have
 OK0175.an estimated accuracy of +/- 6 seconds.
 OK0175
 OK0175.The orthometric height was determined by differential leveling and
 OK0175.adjusted by the NATIONAL GEODETIC SURVEY
 OK0175.in June 1991.
 OK0175
 OK0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0175.GEOID18 height accuracy estimate available here.
 OK0175
 OK0175.Click photographs - Photos may exist for this station.
 OK0175
 OK0175.The dynamic height is computed by dividing the NAVD 88
 OK0175.geopotential number by the normal gravity value computed on the
 OK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0175.degrees latitude (g = 980.6199 gals.).
 OK0175
 OK0175.The modeled gravity was interpolated from observed gravity values.
 OK0175
 OK0175;                    North         East    Units  Estimated Accuracy
 OK0175;SPC MI S     -   211,450.    3,949,940.      MT  (+/- 180 meters Scaled)
 OK0175
 OK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP631074(NAD 83)
 OK0175
 OK0175                          SUPERSEDED SURVEY CONTROL
 OK0175
 OK0175  NGVD 29 (??/??/92)  275.403  (m)          903.55   (f) ADJ UNCH    2 0
 OK0175
 OK0175.Superseded values are not recommended for survey control.
 OK0175
 OK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0175.See file dsdata.pdf to determine how the superseded data were derived.
 OK0175
 OK0175_MARKER: DB = BENCH MARK DISK
 OK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0175_STAMPING: B 85 1934
 OK0175_MARK LOGO: CGS
 OK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0175+STABILITY: SURFACE MOTION
 OK0175
 OK0175  HISTORY     - Date     Condition        Report By
 OK0175  HISTORY     - 1934     MONUMENTED       CGS
 OK0175  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0175  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0175
 OK0175                          STATION DESCRIPTION
 OK0175
 OK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0175'0.5 MI W FROM CEDAR LAKE.
 OK0175'0.5 MILE WEST ALONG THE C AND O RAIWLAY FROM THE STATION AT
 OK0175'CEDAR LAKE, 0.2 MILE EAST OF MILEPOST S 57, 13 YARDS EAST OF
 OK0175'THE CENTERLINE OF A DIRT ROAD, 15 YARDS SOUTH OF THE SOUTH
 OK0175'RAIL, 2 FEET NORTH OF A FENCE, AND LEVEL WITH THE TOP OF THE
 OK0175'RAIL.  A STANDARD DISK, STAMPED B 85 1934 AND SET IN THE TOP
 OK0175'OF A CONCRETE POST.
 OK0175
 OK0175                          STATION RECOVERY (1994)
 OK0175
 OK0175'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0175'MARK NOT FOUND.
 OK0175
 OK0175                          STATION RECOVERY (2001)
 OK0175
 OK0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0209 ***********************************************************************
 PL0209  DESIGNATION -  B 87
 PL0209  PID         -  PL0209
 PL0209  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0209  COUNTRY     -  US
 PL0209  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0209
 PL0209                         *CURRENT SURVEY CONTROL
 PL0209  ______________________________________________________________________
 PL0209* NAD 83(1986) POSITION- 44 46 20.     (N) 085 24 32.     (W)   SCALED
 PL0209* NAVD 88 ORTHO HEIGHT -   222.575 (meters)      730.23  (feet) ADJUSTED
 PL0209  ______________________________________________________________________
 PL0209  GEOID HEIGHT    -        -34.200 (meters)                     GEOID18
 PL0209  DYNAMIC HEIGHT  -        222.561 (meters)      730.19  (feet) COMP
 PL0209  MODELED GRAVITY -    980,547.2   (mgal)                       NAVD 88
 PL0209
 PL0209  VERT ORDER      -  SECOND    CLASS 0
 PL0209
 PL0209.The horizontal coordinates were scaled from a map and have
 PL0209.an estimated accuracy of +/- 6 seconds.
 PL0209
 PL0209.The orthometric height was determined by differential leveling and
 PL0209.adjusted by the NATIONAL GEODETIC SURVEY
 PL0209.in June 1991.
 PL0209
 PL0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0209.GEOID18 height accuracy estimate available here.
 PL0209
 PL0209.Click photographs - Photos may exist for this station.
 PL0209
 PL0209.The dynamic height is computed by dividing the NAVD 88
 PL0209.geopotential number by the normal gravity value computed on the
 PL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0209.degrees latitude (g = 980.6199 gals.).
 PL0209
 PL0209.The modeled gravity was interpolated from observed gravity values.
 PL0209
 PL0209;                    North         East    Units  Estimated Accuracy
 PL0209;SPC MI C     -   162,270.    5,917,510.      MT  (+/- 180 meters Scaled)
 PL0209
 PL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ258588(NAD 83)
 PL0209
 PL0209                          SUPERSEDED SURVEY CONTROL
 PL0209
 PL0209  NGVD 29 (??/??/92)  222.671  (m)          730.55   (f) ADJ UNCH    2 0
 PL0209
 PL0209.Superseded values are not recommended for survey control.
 PL0209
 PL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0209.See file dsdata.pdf to determine how the superseded data were derived.
 PL0209
 PL0209_MARKER: DB = BENCH MARK DISK
 PL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0209_STAMPING: B 87 1934
 PL0209_MARK LOGO: CGS
 PL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0209+STABILITY: SURFACE MOTION
 PL0209
 PL0209  HISTORY     - Date     Condition        Report By
 PL0209  HISTORY     - 1934     MONUMENTED       CGS
 PL0209  HISTORY     - 1981     MARK NOT FOUND   USGS
 PL0209  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0209  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0209
 PL0209                          STATION DESCRIPTION
 PL0209
 PL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0209'AT WILLIAMSBURG.
 PL0209'AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, ON THE CHESAPEAKE AND
 PL0209'OHIO RAILWAY, 47 YARDS WEST OF THE SEMAPHORE IN FRONT OF THE
 PL0209'STATION, AT A COUNTY-ROAD CROSSING, 96 FEET NORTHEAST OF THE
 PL0209'CENTER OF THE CROSSING, 42 FEET NORTH OF THE NORTH RAIL OF THE
 PL0209'MAIN TRACK, 30 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 PL0209'AND 3 FEET WEST OF TELEPHONE POLE 154.  A STANDARD DISK, STAMPED
 PL0209'B 87 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0209'6 INCHES ABOVE GROUND.
 PL0209
 PL0209                          STATION RECOVERY (1981)
 PL0209
 PL0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PL0209'MARK NOT FOUND.
 PL0209
 PL0209                          STATION RECOVERY (1984)
 PL0209
 PL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0209'NOT RECOVERED, PROBABLY GRADED OUT.
 PL0209
 PL0209                          STATION RECOVERY (2002)
 PL0209
 PL0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0326 ***********************************************************************
 QK0326  DESIGNATION -  B 88
 QK0326  PID         -  QK0326
 QK0326  STATE/COUNTY-  MI/LEELANAU
 QK0326  COUNTRY     -  US
 QK0326  USGS QUAD   -  GILLS PIER (2017)
 QK0326
 QK0326                         *CURRENT SURVEY CONTROL
 QK0326  ______________________________________________________________________
 QK0326* NAD 83(1986) POSITION- 45 05 11.28   (N) 085 40 12.22   (W)   HD_HELD1
 QK0326* NAVD 88 ORTHO HEIGHT -   216.960 (meters)      711.81  (feet) ADJUSTED
 QK0326  ______________________________________________________________________
 QK0326  GEOID HEIGHT    -        -35.435 (meters)                     GEOID18
 QK0326  DYNAMIC HEIGHT  -        216.945 (meters)      711.76  (feet) COMP
 QK0326  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 QK0326
 QK0326  VERT ORDER      -  SECOND    CLASS 0
 QK0326
 QK0326.The horizontal coordinates were determined by differentially corrected
 QK0326.hand held GPS observations or other comparable positioning techniques
 QK0326.and have an estimated accuracy of +/- 3 meters.
 QK0326
 QK0326.The orthometric height was determined by differential leveling and
 QK0326.adjusted by the NATIONAL GEODETIC SURVEY
 QK0326.in June 1991.
 QK0326
 QK0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0326.GEOID18 height accuracy estimate available here.
 QK0326
 QK0326.Click photographs - Photos may exist for this station.
 QK0326
 QK0326.The dynamic height is computed by dividing the NAVD 88
 QK0326.geopotential number by the normal gravity value computed on the
 QK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0326.degrees latitude (g = 980.6199 gals.).
 QK0326
 QK0326.The modeled gravity was interpolated from observed gravity values.
 QK0326
 QK0326;                    North         East    Units  Estimated Accuracy
 QK0326;SPC MI C     -   197,484.7   5,897,399.2     MT  (+/- 3 meters HH1 GPS) 
 QK0326
 QK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0466193416(NAD 83)
 QK0326
 QK0326                          SUPERSEDED SURVEY CONTROL
 QK0326
 QK0326  NGVD 29 (??/??/92)  217.065  (m)          712.15   (f) ADJ UNCH    2 0
 QK0326
 QK0326.Superseded values are not recommended for survey control.
 QK0326
 QK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0326.See file dsdata.pdf to determine how the superseded data were derived.
 QK0326
 QK0326_MARKER: DB = BENCH MARK DISK
 QK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0326_STAMPING: B 88 1934
 QK0326_MARK LOGO: CGS
 QK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0326+STABILITY: SURFACE MOTION
 QK0326
 QK0326  HISTORY     - Date     Condition        Report By
 QK0326  HISTORY     - 1934     MONUMENTED       CGS
 QK0326  HISTORY     - 1954     MARK NOT FOUND   CGS
 QK0326  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 QK0326
 QK0326                          STATION DESCRIPTION
 QK0326
 QK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QK0326'4.3 MI SW FROM NORTHPORT.
 QK0326'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT,
 QK0326'LEELANAU COUNTY, 16 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION
 QK0326'OF THE HIGHWAY AND A DIRT ROAD LEADING TO THE HOME OF FRED HORN
 QK0326'IN 1934, 12 YARDS WEST OF THE SOUTH END OF A CONCRETE CULVERT
 QK0326'UNDER THE DIRT ROAD, 6 YARDS SOUTH OF THE EAST END OF A CONCRETE
 QK0326'CULVERT UNDER THE HIGHWAY, AND 9 YARDS SOUTHEAST OF THE
 QK0326'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 88 1934
 QK0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 QK0326'GROUND.
 QK0326
 QK0326                          STATION RECOVERY (2004)
 QK0326
 QK0326'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0014 ***********************************************************************
 PM0014  DESIGNATION -  B 89
 PM0014  PID         -  PM0014
 PM0014  STATE/COUNTY-  MI/BENZIE
 PM0014  COUNTRY     -  US
 PM0014  USGS QUAD   -  FRANKFORT (2017)
 PM0014
 PM0014                         *CURRENT SURVEY CONTROL
 PM0014  ______________________________________________________________________
 PM0014* NAD 83(1986) POSITION- 44 39 53.53   (N) 086 14 45.58   (W)   HD_HELD1
 PM0014* NAVD 88 ORTHO HEIGHT -   186.224 (meters)      610.97  (feet) ADJUSTED
 PM0014  ______________________________________________________________________
 PM0014  GEOID HEIGHT    -        -35.762 (meters)                     GEOID18
 PM0014  DYNAMIC HEIGHT  -        186.207 (meters)      610.91  (feet) COMP
 PM0014  MODELED GRAVITY -    980,520.0   (mgal)                       NAVD 88
 PM0014
 PM0014  VERT ORDER      -  SECOND    CLASS 0
 PM0014
 PM0014.The horizontal coordinates were determined by differentially corrected
 PM0014.hand held GPS observations or other comparable positioning techniques
 PM0014.and have an estimated accuracy of +/- 3 meters.
 PM0014
 PM0014.The orthometric height was determined by differential leveling and
 PM0014.adjusted by the NATIONAL GEODETIC SURVEY
 PM0014.in June 1991.
 PM0014
 PM0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0014.GEOID18 height accuracy estimate available here.
 PM0014
 PM0014.Click photographs - Photos may exist for this station.
 PM0014
 PM0014.The dynamic height is computed by dividing the NAVD 88
 PM0014.geopotential number by the normal gravity value computed on the
 PM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0014.degrees latitude (g = 980.6199 gals.).
 PM0014
 PM0014.The modeled gravity was interpolated from observed gravity values.
 PM0014
 PM0014;                    North         East    Units  Estimated Accuracy
 PM0014;SPC MI C     -   151,538.9   5,850,984.3     MT  (+/- 3 meters HH1 GPS) 
 PM0014
 PM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5977245999(NAD 83)
 PM0014
 PM0014                          SUPERSEDED SURVEY CONTROL
 PM0014
 PM0014  NGVD 29 (??/??/92)  186.328  (m)          611.31   (f) ADJ UNCH    2 0
 PM0014
 PM0014.Superseded values are not recommended for survey control.
 PM0014
 PM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0014.See file dsdata.pdf to determine how the superseded data were derived.
 PM0014
 PM0014_MARKER: DB = BENCH MARK DISK
 PM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0014_STAMPING: B 89 1934
 PM0014_MARK LOGO: CGS
 PM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0014+STABILITY: SURFACE MOTION
 PM0014
 PM0014  HISTORY     - Date     Condition        Report By
 PM0014  HISTORY     - 1934     MONUMENTED       CGS
 PM0014  HISTORY     - 1939     GOOD             CGS
 PM0014  HISTORY     - 19960818 MARK NOT FOUND   USPSQD
 PM0014
 PM0014                          STATION DESCRIPTION
 PM0014
 PM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 PM0014'2.7 MI N FROM FRANKFORT.
 PM0014'2.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM BENZIE COUNTY, AT
 PM0014'CRYSTALLIA, 120 YARDS SOUTHEAST OF A HIGHWAY SIGN READING
 PM0014'CRYSTALLIA VILLAGE LIMITS 115 YARDS SOUTHEAST OF OLSEN SERVICE
 PM0014'STATION 3, 30 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 PM0014'CONGREGATIONAL ASSENBLY DINING HALL, 1-1/2 YARDS EAST OF A POST
 PM0014'LOCATED 50 YARDS NORTH OF A TRANSFORMER SUBSTATION, AND 10
 PM0014'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PM0014'STAMPED B 89 1934 AND SET IN THE TOP OF A CONCRETE POST
 PM0014'PROJECTING 6 INCHES ABOVE GROUND.
 PM0014
 PM0014                          STATION RECOVERY (1996)
 PM0014
 PM0014'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0134 ***********************************************************************
 PL0134  DESIGNATION -  B 90
 PL0134  PID         -  PL0134
 PL0134  STATE/COUNTY-  MI/MISSAUKEE
 PL0134  COUNTRY     -  US
 PL0134  USGS QUAD   -  MERRITT (2017)
 PL0134
 PL0134                         *CURRENT SURVEY CONTROL
 PL0134  ______________________________________________________________________
 PL0134* NAD 83(1986) POSITION- 44 20 10.     (N) 084 56 39.     (W)   SCALED
 PL0134* NAVD 88 ORTHO HEIGHT -   351.198 (meters)     1152.22  (feet) ADJUSTED
 PL0134  ______________________________________________________________________
 PL0134  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 PL0134  DYNAMIC HEIGHT  -        351.147 (meters)     1152.05  (feet) COMP
 PL0134  MODELED GRAVITY -    980,464.2   (mgal)                       NAVD 88
 PL0134
 PL0134  VERT ORDER      -  SECOND    CLASS 0
 PL0134
 PL0134.The horizontal coordinates were scaled from a map and have
 PL0134.an estimated accuracy of +/- 6 seconds.
 PL0134
 PL0134.The orthometric height was determined by differential leveling and
 PL0134.adjusted by the NATIONAL GEODETIC SURVEY
 PL0134.in June 1991.
 PL0134
 PL0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0134.GEOID18 height accuracy estimate available here.
 PL0134
 PL0134.Click photographs - Photos may exist for this station.
 PL0134
 PL0134.The dynamic height is computed by dividing the NAVD 88
 PL0134.geopotential number by the normal gravity value computed on the
 PL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0134.degrees latitude (g = 980.6199 gals.).
 PL0134
 PL0134.The modeled gravity was interpolated from observed gravity values.
 PL0134
 PL0134;                    North         East    Units  Estimated Accuracy
 PL0134;SPC MI C     -   113,450.    5,953,950.      MT  (+/- 180 meters Scaled)
 PL0134
 PL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ638112(NAD 83)
 PL0134
 PL0134                          SUPERSEDED SURVEY CONTROL
 PL0134
 PL0134  NGVD 29 (??/??/92)  351.318  (m)         1152.62   (f) ADJ UNCH    2 0
 PL0134
 PL0134.Superseded values are not recommended for survey control.
 PL0134
 PL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0134.See file dsdata.pdf to determine how the superseded data were derived.
 PL0134
 PL0134_MARKER: DB = BENCH MARK DISK
 PL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0134_STAMPING: B 90 1934
 PL0134_MARK LOGO: CGS
 PL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0134+STABILITY: SURFACE MOTION
 PL0134
 PL0134  HISTORY     - Date     Condition        Report By
 PL0134  HISTORY     - 1934     MONUMENTED       CGS
 PL0134  HISTORY     - 1942     MARK NOT FOUND   CGS
 PL0134  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0134  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 PL0134  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0134
 PL0134                          STATION DESCRIPTION
 PL0134
 PL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PL0134'0.4 MI N FROM MERRITT.
 PL0134'0.4 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 PL0134'MERRITT, MISSAUKEE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 55,
 PL0134'37.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 74, 36.4 FEET
 PL0134'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, AND 6 INCHES HIGHER
 PL0134'THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 90 1934 AND SET IN
 PL0134'THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN GRADED.
 PL0134
 PL0134                          STATION RECOVERY (1979)
 PL0134
 PL0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0134'MARK NOT FOUND.
 PL0134
 PL0134                          STATION RECOVERY (1994)
 PL0134
 PL0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0134'MARK NOT FOUND.
 PL0134
 PL0134                          STATION RECOVERY (2001)
 PL0134
 PL0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0054 ***********************************************************************
 PL0054  DESIGNATION -  B 93
 PL0054  PID         -  PL0054
 PL0054  STATE/COUNTY-  MI/GLADWIN
 PL0054  COUNTRY     -  US
 PL0054  USGS QUAD   -  SECORD LAKE (2017)
 PL0054
 PL0054                         *CURRENT SURVEY CONTROL
 PL0054  ______________________________________________________________________
 PL0054* NAD 83(1986) POSITION- 44 00 48.     (N) 084 22 00.     (W)   SCALED
 PL0054* NAVD 88 ORTHO HEIGHT -   225.677 (meters)      740.41  (feet) ADJUSTED
 PL0054  ______________________________________________________________________
 PL0054  GEOID HEIGHT    -        -34.599 (meters)                     GEOID18
 PL0054  DYNAMIC HEIGHT  -        225.637 (meters)      740.28  (feet) COMP
 PL0054  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 PL0054
 PL0054  VERT ORDER      -  SECOND    CLASS 0
 PL0054
 PL0054.The horizontal coordinates were scaled from a map and have
 PL0054.an estimated accuracy of +/- 6 seconds.
 PL0054
 PL0054.The orthometric height was determined by differential leveling and
 PL0054.adjusted by the NATIONAL GEODETIC SURVEY
 PL0054.in June 1991.
 PL0054
 PL0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0054.GEOID18 height accuracy estimate available here.
 PL0054
 PL0054.Click photographs - Photos may exist for this station.
 PL0054
 PL0054.The dynamic height is computed by dividing the NAVD 88
 PL0054.geopotential number by the normal gravity value computed on the
 PL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0054.degrees latitude (g = 980.6199 gals.).
 PL0054
 PL0054.The modeled gravity was interpolated from observed gravity values.
 PL0054
 PL0054;                    North         East    Units  Estimated Accuracy
 PL0054;SPC MI C     -    77,420.    6,000,000.      MT  (+/- 180 meters Scaled)
 PL0054
 PL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP110767(NAD 83)
 PL0054
 PL0054                          SUPERSEDED SURVEY CONTROL
 PL0054
 PL0054  NGVD 29 (??/??/92)  225.834  (m)          740.92   (f) ADJ UNCH    2 0
 PL0054
 PL0054.Superseded values are not recommended for survey control.
 PL0054
 PL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0054.See file dsdata.pdf to determine how the superseded data were derived.
 PL0054
 PL0054_MARKER: DB = BENCH MARK DISK
 PL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0054_STAMPING: B 93 1934
 PL0054_MARK LOGO: CGS
 PL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0054+STABILITY: SURFACE MOTION
 PL0054
 PL0054  HISTORY     - Date     Condition        Report By
 PL0054  HISTORY     - 1934     MONUMENTED       CGS
 PL0054  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 PL0054
 PL0054                          STATION DESCRIPTION
 PL0054
 PL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0054'6 MI E FROM GLADWIN.
 PL0054'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 PL0054'GLADWIN, GLADWIN COUNTY, THENCE 2.4 MILES NORTH ALONG STATE
 PL0054'HIGHWAY 30, 1.4 MILES SOUTH OF SUGAR RIVER, 37 FEET WEST OF THE
 PL0054'CENTERLINE OF THE HIGHWAY, AT THE EDGE OF A FENCE, AND 6 INCHES
 PL0054'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 93 1934
 PL0054'AND SET IN THE TOP OF A CONCRETE POST.
 PL0054
 PL0054                          STATION RECOVERY (1998)
 PL0054
 PL0054'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0434 ***********************************************************************
 OK0434  DESIGNATION -  B 94
 OK0434  PID         -  OK0434
 OK0434  STATE/COUNTY-  MI/LAKE
 OK0434  COUNTRY     -  US
 OK0434  USGS QUAD   -  BALDWIN (2017)
 OK0434
 OK0434                         *CURRENT SURVEY CONTROL
 OK0434  ______________________________________________________________________
 OK0434* NAD 83(1986) POSITION- 43 53 48.4    (N) 085 51 39.9    (W)   HD_HELD2
 OK0434* NAVD 88 ORTHO HEIGHT -   255.283 (meters)      837.54  (feet) ADJUSTED
 OK0434  ______________________________________________________________________
 OK0434  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 OK0434  DYNAMIC HEIGHT  -        255.240 (meters)      837.40  (feet) COMP
 OK0434  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 OK0434
 OK0434  VERT ORDER      -  FIRST     CLASS II
 OK0434
 OK0434.The horizontal coordinates were established by autonomous hand held GPS
 OK0434.observations and have an estimated accuracy of +/- 10 meters.
 OK0434
 OK0434.The orthometric height was determined by differential leveling and
 OK0434.adjusted by the NATIONAL GEODETIC SURVEY
 OK0434.in June 1991.
 OK0434
 OK0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0434.GEOID18 height accuracy estimate available here.
 OK0434
 OK0434.Click photographs - Photos may exist for this station.
 OK0434
 OK0434.The dynamic height is computed by dividing the NAVD 88
 OK0434.geopotential number by the normal gravity value computed on the
 OK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0434.degrees latitude (g = 980.6199 gals.).
 OK0434
 OK0434.The modeled gravity was interpolated from observed gravity values.
 OK0434
 OK0434;                    North         East    Units  Estimated Accuracy
 OK0434;SPC MI C     -    65,571.    5,879,928.      MT  (+/- 10 meters HH2 GPS)
 OK0434
 OK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9147061038(NAD 83)
 OK0434
 OK0434                          SUPERSEDED SURVEY CONTROL
 OK0434
 OK0434  NGVD 29 (??/??/92)  255.386  (m)          837.88   (f) ADJ UNCH    1 2
 OK0434
 OK0434.Superseded values are not recommended for survey control.
 OK0434
 OK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0434.See file dsdata.pdf to determine how the superseded data were derived.
 OK0434
 OK0434_MARKER: DB = BENCH MARK DISK
 OK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0434_STAMPING: B 94 1934
 OK0434_MARK LOGO: CGS
 OK0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0434+STABILITY: SURFACE MOTION
 OK0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0434+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2007
 OK0434
 OK0434  HISTORY     - Date     Condition        Report By
 OK0434  HISTORY     - 1934     MONUMENTED       CGS
 OK0434  HISTORY     - 1982     GOOD             USGS
 OK0434  HISTORY     - 1984     GOOD             USPSQD
 OK0434  HISTORY     - 19921110 GOOD             NGS
 OK0434  HISTORY     - 19990930 GOOD             USPSQD
 OK0434  HISTORY     - 20040424 GOOD             USPSQD
 OK0434  HISTORY     - 20070908 GOOD             GEOCAC
 OK0434
 OK0434                          STATION DESCRIPTION
 OK0434
 OK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0434'AT BALDWIN.
 OK0434'AT BALDWIN, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 49
 OK0434'YARDS WEST OF THE FREIGHT HOUSE, 57 FEET NORTHWEST OF A WATER
 OK0434'TANK, 43 YARDS WEST OF THE WEST RAIL OF A SIDETRACK, 27 FEET
 OK0434'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT
 OK0434'BELOW THE TOP OF THE RAIL, A STANDARD DISK, STAMPED E 94 1934
 OK0434'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0434'GROUND.
 OK0434
 OK0434                          STATION RECOVERY (1982)
 OK0434
 OK0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0434'AT BALDWIN, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 155 EAST
 OK0434'AND 30 FEET SOUTH OF ROAD AT CROSSING, 9 FEET WEST OF POWER POLE, 185
 OK0434'FEET WEST OF FREIGHT OFFICE, 1 FOOT EAST OF 4 X 4 NATIONAL FOREST
 OK0434'SERVICE WITNESS POST. A STANDARD DISK, STAMPED 'B 94 1934' AND SET IN
 OK0434'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0434
 OK0434                          STATION RECOVERY (1984)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0434'WATER TANK REMOVED BUT FOUNDATION REMAINS. BENCH MARK IS 1 FOOT EAST
 OK0434'OF WOODEN WITNESS POST WITH WARNING, AND 6 INCHES SOUTH OF STEEL POST
 OK0434'WITH WARNING. MARK PROJECTS ABOUT TWO INCHES ABOVE GROUND. AND IS
 OK0434'ABOUT 1 FOOT BELOW RAIL. BELOW RAIL.
 OK0434
 OK0434                          STATION RECOVERY (1992)
 OK0434
 OK0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0434'0.8 KM (0.50 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0434'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 47.0 M (154.2 FT) EAST OF THE
 OK0434'CENTER OF ASTOR ROAD, 18.9 M (62.0 FT) NORTH OF THE CENTER OF 8TH
 OK0434'STREET, 8.4 M (27.6 FT) SOUTH OF THE NEAR RAIL, 2.8 M (9.2 FT) WEST OF
 OK0434'A UTILITY POLE WITH 3 GUY CABLES, 0.5 M (1.6 FT) EAST OF A WITNESS
 OK0434'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS
 OK0434'FLUSH WITH THE GROUND SURFACE.
 OK0434
 OK0434                          STATION RECOVERY (1999)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0434'RECOVERED IN GOOD CONDITION.
 OK0434
 OK0434                          STATION RECOVERY (2004)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0434'RECOVERED IN GOOD CONDITION.
 OK0434
 OK0434                          STATION RECOVERY (2007)
 OK0434
 OK0434'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0439 ***********************************************************************
 OK0439  DESIGNATION -  B 95
 OK0439  PID         -  OK0439
 OK0439  STATE/COUNTY-  MI/LAKE
 OK0439  COUNTRY     -  US
 OK0439  USGS QUAD   -  MARLBOROUGH (2017)
 OK0439
 OK0439                         *CURRENT SURVEY CONTROL
 OK0439  ______________________________________________________________________
 OK0439* NAD 83(1986) POSITION- 43 49 48.     (N) 085 51 31.     (W)   SCALED
 OK0439* NAVD 88 ORTHO HEIGHT -   249.828 (meters)      819.64  (feet) ADJUSTED
 OK0439  ______________________________________________________________________
 OK0439  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 OK0439  DYNAMIC HEIGHT  -        249.784 (meters)      819.50  (feet) COMP
 OK0439  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 OK0439
 OK0439  VERT ORDER      -  SECOND    CLASS 0
 OK0439
 OK0439.The horizontal coordinates were scaled from a map and have
 OK0439.an estimated accuracy of +/- 6 seconds.
 OK0439
 OK0439.The orthometric height was determined by differential leveling and
 OK0439.adjusted by the NATIONAL GEODETIC SURVEY
 OK0439.in June 1991.
 OK0439
 OK0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0439.GEOID18 height accuracy estimate available here.
 OK0439
 OK0439.Click photographs - Photos may exist for this station.
 OK0439
 OK0439.The dynamic height is computed by dividing the NAVD 88
 OK0439.geopotential number by the normal gravity value computed on the
 OK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0439.degrees latitude (g = 980.6199 gals.).
 OK0439
 OK0439.The modeled gravity was interpolated from observed gravity values.
 OK0439
 OK0439;                    North         East    Units  Estimated Accuracy
 OK0439;SPC MI C     -    58,150.    5,879,990.      MT  (+/- 180 meters Scaled)
 OK0439
 OK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP917536(NAD 83)
 OK0439
 OK0439                          SUPERSEDED SURVEY CONTROL
 OK0439
 OK0439  NGVD 29 (??/??/92)  249.935  (m)          820.00   (f) ADJ UNCH    2 0
 OK0439
 OK0439.Superseded values are not recommended for survey control.
 OK0439
 OK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0439.See file dsdata.pdf to determine how the superseded data were derived.
 OK0439
 OK0439_MARKER: DB = BENCH MARK DISK
 OK0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0439_STAMPING: B 95 1934
 OK0439_MARK LOGO: CGS
 OK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0439+STABILITY: SURFACE MOTION
 OK0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0439+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 OK0439
 OK0439  HISTORY     - Date     Condition        Report By
 OK0439  HISTORY     - 1934     MONUMENTED       CGS
 OK0439  HISTORY     - 1982     GOOD             USGS
 OK0439  HISTORY     - 19990930 GOOD             USPSQD
 OK0439  HISTORY     - 20031011 GOOD             USPSQD
 OK0439  HISTORY     - 20070928 GOOD             GEOCAC
 OK0439
 OK0439                          STATION DESCRIPTION
 OK0439
 OK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0439'4.4 MI S FROM BALDWIN.
 OK0439'4.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0439'STATION AT BALDWIN, LAKE COUNTY, 240 FEET SOUTH OF MILEPOST GR
 OK0439'69, 60 FEET SOUTH OF A POLE, 30 FEET EAST OF THE EAST RAIL, AND
 OK0439'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0439'B 95 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OK0439'INCHES ABOVE GROUND.
 OK0439
 OK0439                          STATION RECOVERY (1982)
 OK0439
 OK0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0439'4.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0439'STATION AT BALDWIN, 320 FEET SOUTH OF MILE POST 69, 33.5 FEET EAST OF
 OK0439'EAST RAIL, 63 FEET SOUTH OF POWER POLE, 1 FOOT NORTH OF NATIONAL
 OK0439'FOREST SERVICE 4 X 4 WITNESS POST. A STANDARD DISK , STAMPED 'B 95
 OK0439'1934' AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OK0439'GROUND.
 OK0439
 OK0439                          STATION RECOVERY (1999)
 OK0439
 OK0439'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0439'RECOVERED IN GOOD CONDITION.
 OK0439
 OK0439                          STATION RECOVERY (2003)
 OK0439
 OK0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0439'DESCRIPTION GOOD EXCEPT NO LONGER POWER POLE IN AREA.
 OK0439
 OK0439                          STATION RECOVERY (2007)
 OK0439
 OK0439'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0470 ***********************************************************************
 OK0470  DESIGNATION -  B 96
 OK0470  PID         -  OK0470
 OK0470  STATE/COUNTY-  MI/NEWAYGO
 OK0470  COUNTRY     -  US
 OK0470  USGS QUAD   -  WHITE CLOUD (2017)
 OK0470
 OK0470                         *CURRENT SURVEY CONTROL
 OK0470  ______________________________________________________________________
 OK0470* NAD 83(1986) POSITION- 43 31 04.     (N) 085 51 19.     (W)   SCALED
 OK0470* NAVD 88 ORTHO HEIGHT -   251.418 (meters)      824.86  (feet) ADJUSTED
 OK0470  ______________________________________________________________________
 OK0470  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 OK0470  DYNAMIC HEIGHT  -        251.365 (meters)      824.69  (feet) COMP
 OK0470  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 OK0470
 OK0470  VERT ORDER      -  SECOND    CLASS 0
 OK0470
 OK0470.The horizontal coordinates were scaled from a map and have
 OK0470.an estimated accuracy of +/- 6 seconds.
 OK0470
 OK0470.The orthometric height was determined by differential leveling and
 OK0470.adjusted by the NATIONAL GEODETIC SURVEY
 OK0470.in June 1991.
 OK0470
 OK0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0470.GEOID18 height accuracy estimate available here.
 OK0470
 OK0470.Click photographs - Photos may exist for this station.
 OK0470
 OK0470.The dynamic height is computed by dividing the NAVD 88
 OK0470.geopotential number by the normal gravity value computed on the
 OK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0470.degrees latitude (g = 980.6199 gals.).
 OK0470
 OK0470.The modeled gravity was interpolated from observed gravity values.
 OK0470
 OK0470;                    North         East    Units  Estimated Accuracy
 OK0470;SPC MI S     -   225,200.    3,879,650.      MT  (+/- 180 meters Scaled)
 OK0470
 OK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP925189(NAD 83)
 OK0470
 OK0470                          SUPERSEDED SURVEY CONTROL
 OK0470
 OK0470  NGVD 29 (??/??/92)  251.530  (m)          825.23   (f) ADJ UNCH    2 0
 OK0470
 OK0470.Superseded values are not recommended for survey control.
 OK0470
 OK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0470.See file dsdata.pdf to determine how the superseded data were derived.
 OK0470
 OK0470_MARKER: DB = BENCH MARK DISK
 OK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0470_STAMPING: B 96 1934
 OK0470_MARK LOGO: CGS
 OK0470_PROJECTION: PROJECTING 20 CENTIMETERS
 OK0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0470+STABILITY: SURFACE MOTION
 OK0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0470+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 OK0470
 OK0470  HISTORY     - Date     Condition        Report By
 OK0470  HISTORY     - 1934     MONUMENTED       CGS
 OK0470  HISTORY     - 1960     GOOD             USGS
 OK0470  HISTORY     - 19960527 MARK NOT FOUND   USPSQD
 OK0470  HISTORY     - 20200805 GOOD             MIDT
 OK0470
 OK0470                          STATION DESCRIPTION
 OK0470
 OK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0470'4.9 MI W FROM WHITE CLOUD.
 OK0470'4.9 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0470'STATION AT WHITE CLOUD, NEWAYGO COUNTY,27 FEET WEST OF THE
 OK0470'CENTERLINE OF A LANE 40 FEET SOUTH OF THE SOUTH RAIL, 45 FEET
 OK0470'NORTHWEST OF A GATE TO A PASTURE, AND 3 FEET HIGHER THAN THE
 OK0470'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 96 1934 AND SET
 OK0470'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0470'GROUND.
 OK0470
 OK0470                          STATION RECOVERY (1960)
 OK0470
 OK0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OK0470'RECOVERED IN GOOD CONDITION.
 OK0470
 OK0470                          STATION RECOVERY (1996)
 OK0470
 OK0470'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0470'MARK NOT FOUND.
 OK0470
 OK0470                          STATION RECOVERY (2020)
 OK0470
 OK0470'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0470'THE MARK IS 37 FT (11.3 M) SOUTH OF A ROAD CENTERLINE, 25.5 FT (7.8 M)
 OK0470'NORTHWEST OF A POST WITH A GATE AND 1 FT (0.3 M) WEST OF A WITNESS
 OK0470'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0383 ***********************************************************************
 OK0383  DESIGNATION -  B 97
 OK0383  PID         -  OK0383
 OK0383  STATE/COUNTY-  MI/KENT
 OK0383  COUNTRY     -  US
 OK0383  USGS QUAD   -  SPARTA (2017)
 OK0383
 OK0383                         *CURRENT SURVEY CONTROL
 OK0383  ______________________________________________________________________
 OK0383* NAD 83(1986) POSITION- 43 10 04.     (N) 085 42 13.     (W)   SCALED
 OK0383* NAVD 88 ORTHO HEIGHT -   232.632 (meters)      763.23  (feet) ADJUSTED
 OK0383  ______________________________________________________________________
 OK0383  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 OK0383  DYNAMIC HEIGHT  -        232.576 (meters)      763.04  (feet) COMP
 OK0383  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 OK0383
 OK0383  VERT ORDER      -  SECOND    CLASS 0
 OK0383
 OK0383.The horizontal coordinates were scaled from a map and have
 OK0383.an estimated accuracy of +/- 6 seconds.
 OK0383
 OK0383.The orthometric height was determined by differential leveling and
 OK0383.adjusted by the NATIONAL GEODETIC SURVEY
 OK0383.in June 1991.
 OK0383
 OK0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0383.GEOID18 height accuracy estimate available here.
 OK0383
 OK0383.Click photographs - Photos may exist for this station.
 OK0383
 OK0383.The dynamic height is computed by dividing the NAVD 88
 OK0383.geopotential number by the normal gravity value computed on the
 OK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0383.degrees latitude (g = 980.6199 gals.).
 OK0383
 OK0383.The modeled gravity was interpolated from observed gravity values.
 OK0383
 OK0383;                    North         East    Units  Estimated Accuracy
 OK0383;SPC MI S     -   186,120.    3,891,300.      MT  (+/- 180 meters Scaled)
 OK0383
 OK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053802(NAD 83)
 OK0383
 OK0383                          SUPERSEDED SURVEY CONTROL
 OK0383
 OK0383  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    2 0
 OK0383
 OK0383.Superseded values are not recommended for survey control.
 OK0383
 OK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0383.See file dsdata.pdf to determine how the superseded data were derived.
 OK0383
 OK0383_MARKER: DB = BENCH MARK DISK
 OK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0383_STAMPING: B 97 1934
 OK0383_MARK LOGO: CGS
 OK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0383+STABILITY: SURFACE MOTION
 OK0383
 OK0383  HISTORY     - Date     Condition        Report By
 OK0383  HISTORY     - 1934     MONUMENTED       CGS
 OK0383  HISTORY     - 1943     GOOD             CGS
 OK0383  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0383
 OK0383                          STATION DESCRIPTION
 OK0383
 OK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OK0383'0.5 MI N FROM SPARTA.
 OK0383'0.5 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0383'STATION AT SPARTA, KENT COUNTY, AT THE CROSSING OF THE GRAND
 OK0383'TRUNK WESTERN RAILROAD, 42.5 FEET NORTH OF THE NORTH RAIL OF
 OK0383'THE GRAND TRUNK WESTERN RAILROAD, 27.7 FEET EAST OF THE EAST
 OK0383'RAIL OF THE CHESAPEAKE AND OHIO RAILWAY, AND 6 FEET WEST OF A
 OK0383'POLE.  A STANDARD DISK, STAMPED B 97 1934 AND SET IN THE TOP
 OK0383'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0383
 OK0383                          STATION RECOVERY (1977)
 OK0383
 OK0383'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0684 ***********************************************************************
 NF0684  DESIGNATION -  B 98
 NF0684  PID         -  NF0684
 NF0684  STATE/COUNTY-  MI/ALLEGAN
 NF0684  COUNTRY     -  US
 NF0684  USGS QUAD   -  WAYLAND (2017)
 NF0684
 NF0684                         *CURRENT SURVEY CONTROL
 NF0684  ______________________________________________________________________
 NF0684* NAD 83(1986) POSITION- 42 42 36.     (N) 085 39 30.     (W)   SCALED
 NF0684* NAVD 88 ORTHO HEIGHT -   230.664 (meters)      756.77  (feet) ADJUSTED
 NF0684  ______________________________________________________________________
 NF0684  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 NF0684  DYNAMIC HEIGHT  -        230.600 (meters)      756.56  (feet) COMP
 NF0684  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 NF0684
 NF0684  VERT ORDER      -  SECOND    CLASS 0
 NF0684
 NF0684.The horizontal coordinates were scaled from a map and have
 NF0684.an estimated accuracy of +/- 6 seconds.
 NF0684
 NF0684.The orthometric height was determined by differential leveling and
 NF0684.adjusted by the NATIONAL GEODETIC SURVEY
 NF0684.in June 1991.
 NF0684
 NF0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0684.GEOID18 height accuracy estimate available here.
 NF0684
 NF0684.Click photographs - Photos may exist for this station.
 NF0684
 NF0684.The dynamic height is computed by dividing the NAVD 88
 NF0684.geopotential number by the normal gravity value computed on the
 NF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0684.degrees latitude (g = 980.6199 gals.).
 NF0684
 NF0684.The modeled gravity was interpolated from observed gravity values.
 NF0684
 NF0684;                    North         East    Units  Estimated Accuracy
 NF0684;SPC MI S     -   135,220.    3,894,200.      MT  (+/- 180 meters Scaled)
 NF0684
 NF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN098294(NAD 83)
 NF0684
 NF0684                          SUPERSEDED SURVEY CONTROL
 NF0684
 NF0684  NGVD 29 (??/??/92)  230.796  (m)          757.20   (f) ADJ UNCH    2 0
 NF0684
 NF0684.Superseded values are not recommended for survey control.
 NF0684
 NF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0684.See file dsdata.pdf to determine how the superseded data were derived.
 NF0684
 NF0684_MARKER: DB = BENCH MARK DISK
 NF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0684_STAMPING: B 98 1934 757.131
 NF0684_MARK LOGO: CGS
 NF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0684+STABILITY: SURFACE MOTION
 NF0684
 NF0684  HISTORY     - Date     Condition        Report By
 NF0684  HISTORY     - 1934     MONUMENTED       CGS
 NF0684  HISTORY     - 1948     GOOD             CGS
 NF0684  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0684
 NF0684                          STATION DESCRIPTION
 NF0684
 NF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0684'2.1 MI S FROM MOLINE.
 NF0684'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0684'AT MOLINE, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF COUNTY ROAD 26,
 NF0684'SET IN THE SOUTHEAST CORNER OF THE INTERSECTION OF AN EAST-WEST
 NF0684'GRAVEL ROAD, 46 FEET EAST OF THE EAST RAIL, 35 FEET SOUTH OF THE
 NF0684'CENTER LINE OF THE ROAD, 100 FEET SOUTHWEST AND ACROSS GRAVEL
 NF0684'ROAD FROM THE SOUTHWEST LEG OF A STEEL TOWER FOR A POWER
 NF0684'TRANSMISSION LINE (TOWER NO. 4970), 55 FEET WEST OF THE CENTER LINE
 NF0684'OF A DIM ROAD PARALLELING THE TRACK, 7 FEET SOUTH-SOUTHWEST OF A
 NF0684'FENCE CORNER, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH
 NF0684'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 NF0684'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 NF0684
 NF0684                          STATION RECOVERY (1983)
 NF0684
 NF0684'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1584 ***********************************************************************
 NF1584  DESIGNATION -  BACON
 NF1584  PID         -  NF1584
 NF1584  STATE/COUNTY-  MI/EATON
 NF1584  COUNTRY     -  US
 NF1584  USGS QUAD   -  HOYTVILLE (2017)
 NF1584
 NF1584                         *CURRENT SURVEY CONTROL
 NF1584  ______________________________________________________________________
 NF1584* NAD 83(1994) POSITION- 42 43 33.56944(N) 084 55 57.39798(W)   ADJUSTED
 NF1584* NAVD 88 ORTHO HEIGHT -   271.4   (meters)      890.    (feet) VERTCON3
 NF1584  ______________________________________________________________________
 NF1584  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 NF1584  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 NF1584  HORZ ORDER      -  FIRST
 NF1584
 NF1584.The horizontal coordinates were established by classical geodetic methods
 NF1584.and adjusted by the National Geodetic Survey in February 1997.
 NF1584
 NF1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1584
 NF1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1584.GEOID18 height accuracy estimate available here.
 NF1584
 NF1584.Click photographs - Photos may exist for this station.
 NF1584
 NF1584.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1584
 NF1584. The following values were computed from the NAD 83(1994) position.
 NF1584
 NF1584;                    North         East     Units Scale Factor Converg.
 NF1584;SPC MI S     -   136,335.515 3,953,652.346   MT  0.99991071   -0 23 06.5
 NF1584;SPC MI S     -   447,295.00 12,971,300.35   iFT  0.99991071   -0 23 06.5
 NF1584;UTM  16      - 4,732,459.715   669,259.331   MT  0.99995247   +1 24 10.9
 NF1584
 NF1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1584!SPC MI S     -   0.99996276  x   0.99991071  =   0.99987347
 NF1584!UTM  16      -   0.99996276  x   0.99995247  =   0.99991523
 NF1584
 NF1584:                Primary Azimuth Mark                     Grid Az
 NF1584:SPC MI S     -  BACON 1969 AZ MK 1976                    278 01 27.5
 NF1584:UTM  16      -  BACON 1969 AZ MK 1976                    276 14 10.1
 NF1584
 NF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6925932459(NAD 83)
 NF1584
 NF1584|---------------------------------------------------------------------|
 NF1584| PID    Reference Object                     Distance      Geod. Az  |
 NF1584|                                                           dddmmss.s |
 NF1584| CH0762 BACON RM 1                           22.442 METERS 11251     |
 NF1584| NF1585 BACON 1969 AZ MK 1976               APPROX. 0.6 KM 2773821.0 |
 NF1584| NF1583 BACON RM A                           28.876 METERS 31111     |
 NF1584|---------------------------------------------------------------------|
 NF1584
 NF1584                          SUPERSEDED SURVEY CONTROL
 NF1584
 NF1584  NAD 83(1986)-  42 43 33.56723(N)    084 55 57.41497(W) AD(       ) 1
 NF1584  NAD 27      -  42 43 33.44086(N)    084 55 57.44046(W) AD(       ) 1
 NF1584  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 NF1584
 NF1584.Superseded values are not recommended for survey control.
 NF1584
 NF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1584.See file dsdata.pdf to determine how the superseded data were derived.
 NF1584
 NF1584_MARKER: DS = TRIANGULATION STATION DISK
 NF1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1584_STAMPING: BACON 1969
 NF1584_MARK LOGO: CGS
 NF1584_PROJECTION: RECESSED 36 CENTIMETERS
 NF1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1584+STABILITY: SURFACE MOTION
 NF1584
 NF1584  HISTORY     - Date     Condition        Report By
 NF1584  HISTORY     - 1969     MONUMENTED       CGS
 NF1584  HISTORY     - 1976     GOOD             NGS
 NF1584  HISTORY     - 1980     GOOD             MIDH
 NF1584
 NF1584                          STATION DESCRIPTION
 NF1584
 NF1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1584'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 20, T. 4 N., R.
 NF1584'5 W. AND ON PROPERTY OF MR. LLOYD BACON.  IT IS LOCATED ABOUT 4-3/4
 NF1584'MILES NORTHWEST OF NEEDMORE, 3-3/4 MILES SOUTHEAST OF SUNFIELD AND 3
 NF1584'MILES SOUTHWEST OF MULLIKEN.
 NF1584'
 NF1584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 NF1584'MULLIKEN ROAD IN THE SOUTH EDGE OF MULLIKEN, GO SOUTH ON MULLIKEN ROAD
 NF1584'FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON ST. JOE HWY.
 NF1584'FOR 1.8 MILES TO THE RESIDENCE OF MR. BACON ON THE LEFT AND THE
 NF1584'STATION.
 NF1584'
 NF1584'THE STATION MARK IS A STANDARD DISK STAMPED BACON 1969, SET IN THE TOP
 NF1584'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14 INCHES BELOW
 NF1584'THE GROUND SURFACE.  IT IS 93 FEET WEST OF THE NORTHWEST CORNER OF THE
 NF1584'NORTHEAST ONE OF TWO LARGE BARNS, 87 FEET SOUTHWEST OF THE SOUTHWEST
 NF1584'CORNER OF A GARAGE, 43 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 NF1584'A SMALL BARN AND 22 FEET WEST-NORTHWEST OF A GAS PUMP.
 NF1584'
 NF1584'REFERENCE MARK 1 IS STANDARD DISK STAMPED BACON NO 1 1969, SET IN THE
 NF1584'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.
 NF1584'IT IS 50 FEET EAST OF THE NORTHEAST CORNER OF THE SMALL BARN AND 2
 NF1584'FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTHWEST ONE OF TWO LARGE
 NF1584'BARNS.
 NF1584'
 NF1584'BACON RM A IS A STANDARD STATION MARK DISK STAMPED BACON RM A 1969,
 NF1584'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 18
 NF1584'INCHES BELOW THE GROUND SURFACE.  IT IS 125 FEET WEST OF THE SOUTHWEST
 NF1584'CORNER OF THE GARAGE AND 103 FEET SOUTH-SOUTHEAST OF A POWER LINE
 NF1584'POLE.
 NF1584'
 NF1584'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BACON 1969, SET IN THE TOP
 NF1584'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1584'ABOVE THE GROUND.  IT IS 42 FEET WEST OF A TELEPHONE POLE, 22 FEET
 NF1584'NORTH OF THE CENTER OF ST. JOE HWY. AND 4 FEET SOUTHWEST OF A
 NF1584'UNDERGROUND CABLE MARKER.
 NF1584'
 NF1584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ST. JOE HWY.
 NF1584'FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 NF1584'
 NF1584'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 NF1584
 NF1584                          STATION RECOVERY (1976)
 NF1584
 NF1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1584'RM 1 TO RM A NOT MEASURED DUE TO CROPS.
 NF1584'
 NF1584'THE STATION MARK, REFERENCE MARKS 1 AND A, AND THE AZIMUTH MARK WERE
 NF1584'RECOVERED AS DESCRIBED IN 1969.  THE TO REACH IS ADEQUATE.
 NF1584'
 NF1584'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1584'
 NF1584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 NF1584'OF MULLIKEN.
 NF1584
 NF1584                          STATION RECOVERY (1980)
 NF1584
 NF1584'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NF1584'THE STATION, RM 1, RM 2, AND RM A WERE RECOVERED IN GOOD CONDITION.
 NF1584'THE 1976 RECOVERY NOTE IS ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0037 ***********************************************************************
 RH0037  DESIGNATION -  BACON
 RH0037  PID         -  RH0037
 RH0037  STATE/COUNTY-  MI/CHIPPEWA
 RH0037  COUNTRY     -  US
 RH0037  USGS QUAD   -  BURNT ISLAND (2017)
 RH0037
 RH0037                         *CURRENT SURVEY CONTROL
 RH0037  ______________________________________________________________________
 RH0037* NAD 83(1994) POSITION- 46 03 28.57620(N) 083 49 35.15337(W)   ADJUSTED
 RH0037* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RH0037  ______________________________________________________________________
 RH0037  GEOID HEIGHT    -        -36.873 (meters)                     GEOID18
 RH0037  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 RH0037  HORZ ORDER      -  FIRST
 RH0037
 RH0037.The horizontal coordinates were established by classical geodetic methods
 RH0037.and adjusted by the National Geodetic Survey in February 1997.
 RH0037
 RH0037.The orthometric height was scaled from a topographic map.
 RH0037
 RH0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0037.GEOID18 height accuracy estimate available here.
 RH0037
 RH0037.Click photographs - Photos may exist for this station.
 RH0037
 RH0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0037
 RH0037. The following values were computed from the NAD 83(1994) position.
 RH0037
 RH0037;                    North         East     Units Scale Factor Converg.
 RH0037;SPC MI N     -   146,579.379 8,245,490.845   MT  0.99991067   +2 17 37.8
 RH0037;SPC MI N     -   480,903.47 27,052,135.32   iFT  0.99991067   +2 17 37.8
 RH0037;SPC MI C     -   304,770.099 6,041,808.676   MT  1.00010255   +0 22 53.9
 RH0037;SPC MI C     -   999,901.90 19,822,206.94   iFT  1.00010255   +0 22 53.9
 RH0037;UTM  17      - 5,104,369.163   281,374.581   MT  1.00018762   -2 02 09.4
 RH0037
 RH0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0037!SPC MI N     -   0.99997789  x   0.99991067  =   0.99988856
 RH0037!SPC MI C     -   0.99997789  x   1.00010255  =   1.00008044
 RH0037!UTM  17      -   0.99997789  x   1.00018762  =   1.00016551
 RH0037
 RH0037:                Primary Azimuth Mark                     Grid Az
 RH0037:SPC MI N     -  PIRATE IBC 1944                          274 23 05.9
 RH0037:SPC MI C     -  PIRATE IBC 1944                          276 17 49.8
 RH0037:UTM  17      -  PIRATE IBC 1944                          278 42 53.1
 RH0037
 RH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8137404369(NAD 83)
 RH0037
 RH0037|---------------------------------------------------------------------|
 RH0037| PID    Reference Object                     Distance      Geod. Az  |
 RH0037|                                                           dddmmss.s |
 RH0037| RH0046 PIRATE IBC 1944                     APPROX. 6.3 KM 2764043.7 |
 RH0037|---------------------------------------------------------------------|
 RH0037
 RH0037                          SUPERSEDED SURVEY CONTROL
 RH0037
 RH0037  NAD 83(1986)-  46 03 28.56569(N)    083 49 35.14521(W) AD(       ) 1
 RH0037  NAD 27      -  46 03 28.48800(N)    083 49 35.11500(W) AD(       ) 1
 RH0037  USSD        -  46 03 29.23100(N)    083 49 34.29500(W) AD(       ) 3
 RH0037
 RH0037.Superseded values are not recommended for survey control.
 RH0037
 RH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0037.See file dsdata.pdf to determine how the superseded data were derived.
 RH0037
 RH0037_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0037_STAMPING: BACON
 RH0037_MARK LOGO: USLS
 RH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0037+STABILITY: SURFACE MOTION
 RH0037
 RH0037  HISTORY     - Date     Condition        Report By
 RH0037  HISTORY     - 1894     MONUMENTED       USLS
 RH0037  HISTORY     - 1958     GOOD             IBC
 RH0037
 RH0037                          STATION DESCRIPTION
 RH0037
 RH0037'DESCRIBED BY US LAKE SURVEY 1894
 RH0037'THIS STATION IS ALSO CALLED BACON ISLAND IN THE U S C + G S SPECIAL
 RH0037'PUBLICATION NO 214.  IT IS ABOUT THE CENTER OF BACON ISLAND IN AN
 RH0037'E - W DIRECTION AND 75 FEET FROM THE N END OF THE ISLAND.
 RH0037'
 RH0037'STATION MARKS--THE ORIGINAL MARKER, A DRILL HOLE IN THE TOP OF A
 RH0037'6-INCH SQUARE STONE POST, WAS IN PLACE WITH THE TOP FLUSH WITH THE
 RH0037'GROUND.  A STANDARD BRONZE U S L S DISK SET IN A 6-INCH CONCRETE
 RH0037'CYLINDER 2 FEET LONG WAS FOUND SET OVER THE STATION IN A CAIRN.  A
 RH0037'CROSS AND THE WORD---BACON---WERE ON THE TOP OF THE DISK.
 RH0037
 RH0037                          STATION RECOVERY (1958)
 RH0037
 RH0037'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1585 ***********************************************************************
 NF1585  DESIGNATION -  BACON 1969 AZ MK 1976
 NF1585  PID         -  NF1585
 NF1585  STATE/COUNTY-  MI/EATON
 NF1585  COUNTRY     -  US
 NF1585  USGS QUAD   -  HOYTVILLE (2017)
 NF1585
 NF1585                         *CURRENT SURVEY CONTROL
 NF1585  ______________________________________________________________________
 NF1585* NAD 83(1994) POSITION- 42 43 36.04759(N) 084 56 22.46642(W)   ADJUSTED
 NF1585* NAVD 88 ORTHO HEIGHT -   271.1   (meters)      889.    (feet) VERTCON3
 NF1585  ______________________________________________________________________
 NF1585  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 NF1585  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 NF1585  HORZ ORDER      -  SECOND
 NF1585
 NF1585.The horizontal coordinates were established by classical geodetic methods
 NF1585.and adjusted by the National Geodetic Survey in February 1997.
 NF1585
 NF1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1585
 NF1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1585.GEOID18 height accuracy estimate available here.
 NF1585
 NF1585.Click photographs - Photos may exist for this station.
 NF1585
 NF1585.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1585
 NF1585. The following values were computed from the NAD 83(1994) position.
 NF1585
 NF1585;                    North         East     Units Scale Factor Converg.
 NF1585;SPC MI S     -   136,415.833 3,953,082.607   MT  0.99991068   -0 23 23.6
 NF1585;SPC MI S     -   447,558.51 12,969,431.13   iFT  0.99991068   -0 23 23.6
 NF1585;UTM  16      - 4,732,522.218   668,687.339   MT  0.99995009   +1 23 54.0
 NF1585
 NF1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1585!SPC MI S     -   0.99996281  x   0.99991068  =   0.99987349
 NF1585!UTM  16      -   0.99996281  x   0.99995009  =   0.99991290
 NF1585
 NF1585:                Primary Azimuth Mark                     Grid Az
 NF1585:SPC MI S     -  BACON                                    098 01 27.6
 NF1585:UTM  16      -  BACON                                    096 14 10.0
 NF1585
 NF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6868732522(NAD 83)
 NF1585
 NF1585|---------------------------------------------------------------------|
 NF1585| PID    Reference Object                     Distance      Geod. Az  |
 NF1585|                                                           dddmmss.s |
 NF1585| NF1586 BACON AZ MK A PT 1976                 5.221 METERS 04837     |
 NF1585| NF1584 BACON                               APPROX. 0.6 KM 0973804.0 |
 NF1585|---------------------------------------------------------------------|
 NF1585
 NF1585                          SUPERSEDED SURVEY CONTROL
 NF1585
 NF1585  NAD 83(1986)-  42 43 36.04538(N)    084 56 22.48341(W) AD(       ) 2
 NF1585  NAD 27      -  42 43 35.91921(N)    084 56 22.50804(W) AD(       ) 2
 NF1585  NGVD 29 (07/19/86)  271.2    (m)          890.     (f) VERT ANG       
 NF1585
 NF1585.Superseded values are not recommended for survey control.
 NF1585
 NF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1585.See file dsdata.pdf to determine how the superseded data were derived.
 NF1585
 NF1585_MARKER: DZ = AZIMUTH MARK DISK
 NF1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1585+STABILITY: SURFACE MOTION
 NF1585
 NF1585  HISTORY     - Date     Condition        Report By
 NF1585  HISTORY     - 1976     MONUMENTED       NGS
 NF1585
 NF1585                          STATION DESCRIPTION
 NF1585
 NF1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1585'STATION MARK IS A STANDARD DISK STAMPED BACON 1969, SET IN THE TOP
 NF1585'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1585'ABOVE THE GROUND.  IT IS 42 FEET WEST OF THE TELEPHONE POLE, 22
 NF1585'FEET NORTH OF THE CENTER OF ST. JOE HWY. AND 4 FEET SOUTHWEST OF AN
 NF1585'UNDERGROUND CABLE MARKER.
 NF1585'
 NF1585'TO REACH THE STATION MARK FROM STATION BACON, GO WEST ON ST. JOE
 NF1585'HWY. FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1583 ***********************************************************************
 NF1583  DESIGNATION -  BACON RM A
 NF1583  PID         -  NF1583
 NF1583  STATE/COUNTY-  MI/EATON
 NF1583  COUNTRY     -  US
 NF1583  USGS QUAD   -  HOYTVILLE (2017)
 NF1583
 NF1583                         *CURRENT SURVEY CONTROL
 NF1583  ______________________________________________________________________
 NF1583* NAD 83(1994) POSITION- 42 43 34.18568(N) 084 55 58.35317(W)   ADJUSTED
 NF1583* NAVD 88 ORTHO HEIGHT -   270.7   (meters)      888.    (feet) VERTCON3
 NF1583  ______________________________________________________________________
 NF1583  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 NF1583  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 NF1583  HORZ ORDER      -  FIRST
 NF1583
 NF1583.The horizontal coordinates were established by classical geodetic methods
 NF1583.and adjusted by the National Geodetic Survey in February 1997.
 NF1583
 NF1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1583
 NF1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1583.GEOID18 height accuracy estimate available here.
 NF1583
 NF1583.Click photographs - Photos may exist for this station.
 NF1583
 NF1583.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1583
 NF1583. The following values were computed from the NAD 83(1994) position.
 NF1583
 NF1583;                    North         East     Units Scale Factor Converg.
 NF1583;SPC MI S     -   136,354.675 3,953,630.745   MT  0.99991070   -0 23 07.2
 NF1583;SPC MI S     -   447,357.86 12,971,229.48   iFT  0.99991070   -0 23 07.2
 NF1583;UTM  16      - 4,732,478.192   669,237.141   MT  0.99995238   +1 24 10.3
 NF1583
 NF1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1583!SPC MI S     -   0.99996287  x   0.99991070  =   0.99987357
 NF1583!UTM  16      -   0.99996287  x   0.99995238  =   0.99991525
 NF1583
 NF1583:                Primary Azimuth Mark                     Grid Az
 NF1583:SPC MI S     -  FROST                                    023 03 03.5
 NF1583:UTM  16      -  FROST                                    021 15 46.0
 NF1583
 NF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6923732478(NAD 83)
 NF1583
 NF1583|---------------------------------------------------------------------|
 NF1583| PID    Reference Object                     Distance      Geod. Az  |
 NF1583|                                                           dddmmss.s |
 NF1583| NF1593 FROST                               APPROX.14.0 KM 0223956.3 |
 NF1583| NF1584 BACON                                28.876 METERS 13111     |
 NF1583|---------------------------------------------------------------------|
 NF1583
 NF1583                          SUPERSEDED SURVEY CONTROL
 NF1583
 NF1583  NAD 83(1986)-  42 43 34.18364(N)    084 55 58.37040(W) AD(       ) 1
 NF1583  NAD 27      -  42 43 34.05711(N)    084 55 58.39560(W) AD(       ) 1
 NF1583  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 NF1583
 NF1583.Superseded values are not recommended for survey control.
 NF1583
 NF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1583.See file dsdata.pdf to determine how the superseded data were derived.
 NF1583
 NF1583_MARKER: DS = TRIANGULATION STATION DISK
 NF1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1583_STAMPING: BACON RM A 1969
 NF1583_MARK LOGO: CGS
 NF1583_PROJECTION: RECESSED 46 CENTIMETERS
 NF1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1583+STABILITY: SURFACE MOTION
 NF1583
 NF1583  HISTORY     - Date     Condition        Report By
 NF1583  HISTORY     - 1969     MONUMENTED       CGS
 NF1583
 NF1583                          STATION DESCRIPTION
 NF1583
 NF1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1583'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTHWEST
 NF1583'OF NEEDMORE, 3-3/4
 NF1583'MILES SOUTHEAST OF SUNFIELD AND 3 MILES SOUTHWEST OF
 NF1583'MULLIKEN IN THE NORTHWEST 1/4 OF SEC.
 NF1583'20, T. 4 N., R. 5 W. ON THE PROPERTY
 NF1583'OWNED BY MR. LLOYD BACON.
 NF1583'
 NF1583'THE STATION MARK IS A STANDARD DISK STAMPED BACON RM A 1969, SET
 NF1583'IN THE TOP OF A
 NF1583'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES
 NF1583'UNDERGROUND.  IT IS 103 FEET
 NF1583'SOUTH-SOUTHEAST OF A POWER LINE POLE AND
 NF1583'125 FEET WEST OF THE SOUTHWEST CORNER OF A
 NF1583'GARAGE.
 NF1583'
 NF1583'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BACON 1969
 NF1583'AND THE DISTANCE,
 NF1583'REDUCED TO SEA LEVEL.  FOR A ROUTE TO THE STATION SEE THE DESCRIPTION
 NF1583'FOR THE TRIANGULATION STATION BACON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1006 ***********************************************************************
 OJ1006  DESIGNATION -  BADER
 OJ1006  PID         -  OJ1006
 OJ1006  STATE/COUNTY-  MI/TUSCOLA
 OJ1006  COUNTRY     -  US
 OJ1006  USGS QUAD   -  JUNIATA (2017)
 OJ1006
 OJ1006                         *CURRENT SURVEY CONTROL
 OJ1006  ______________________________________________________________________
 OJ1006* NAD 83(1994) POSITION- 43 19 16.83860(N) 083 22 36.65109(W)   ADJUSTED
 OJ1006* NAVD 88 ORTHO HEIGHT -   297.77  (+/-2cm)      976.9   (feet) VERTCON3
 OJ1006  ______________________________________________________________________
 OJ1006  GEOID HEIGHT    -        -34.188 (meters)                     GEOID18
 OJ1006  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 OJ1006  HORZ ORDER      -  FIRST
 OJ1006  VERT ORDER      -  THIRD ? (See Below)
 OJ1006
 OJ1006.The horizontal coordinates were established by classical geodetic methods
 OJ1006.and adjusted by the National Geodetic Survey in February 1997.
 OJ1006
 OJ1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1006
 OJ1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1006.GEOID18 height accuracy estimate available here.
 OJ1006
 OJ1006.The vertical order pertains to the NGVD 29 superseded value.
 OJ1006
 OJ1006.Click photographs - Photos may exist for this station.
 OJ1006
 OJ1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1006
 OJ1006. The following values were computed from the NAD 83(1994) position.
 OJ1006
 OJ1006;                    North         East     Units Scale Factor Converg.
 OJ1006;SPC MI S     -   202,785.614 4,080,281.932   MT  0.99993584   +0 40 25.0
 OJ1006;SPC MI S     -   665,307.13 13,386,751.75   iFT  0.99993584   +0 40 25.0
 OJ1006;UTM  17      - 4,799,243.939   307,276.396   MT  1.00005691   -1 37 52.4
 OJ1006
 OJ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1006!SPC MI S     -   0.99995867  x   0.99993584  =   0.99989451
 OJ1006!UTM  17      -   0.99995867  x   1.00005691  =   1.00001558
 OJ1006
 OJ1006:                Primary Azimuth Mark                     Grid Az
 OJ1006:SPC MI S     -  BADER AZ MK                              331 59 02.9
 OJ1006:UTM  17      -  BADER AZ MK                              334 17 20.3
 OJ1006
 OJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0727699243(NAD 83)
 OJ1006
 OJ1006|---------------------------------------------------------------------|
 OJ1006| PID    Reference Object                     Distance      Geod. Az  |
 OJ1006|                                                           dddmmss.s |
 OJ1006| OJ0932 CLIFFORD MUNICIPAL TANK             APPROX.16.1 KM 0910614.6 |
 OJ1006| CH0766 BADER RM 2                           57.656 METERS 13702     |
 OJ1006| CH0764 BADER AZ MK                                        3323927.9 |
 OJ1006| OJ1013 CARO STATE HOSPITAL TANK            APPROX.15.6 KM 3402032.3 |
 OJ1006| CH0765 BADER RM 1                           26.747 METERS 34557     |
 OJ1006|---------------------------------------------------------------------|
 OJ1006
 OJ1006                          SUPERSEDED SURVEY CONTROL
 OJ1006
 OJ1006  NAD 83(1986)-  43 19 16.83036(N)    083 22 36.68241(W) AD(       ) 1
 OJ1006  NAD 27      -  43 19 16.74500(N)    083 22 36.85700(W) AD(       ) 1
 OJ1006  NGVD 29             297.90   (m)          977.4    (f) LEVELING    3  
 OJ1006
 OJ1006.Superseded values are not recommended for survey control.
 OJ1006
 OJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1006.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1006
 OJ1006_MARKER: DS = TRIANGULATION STATION DISK
 OJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1006_STAMPING: BADER 1943
 OJ1006_MARK LOGO: CGS
 OJ1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1006+STABILITY: SURFACE MOTION
 OJ1006
 OJ1006  HISTORY     - Date     Condition        Report By
 OJ1006  HISTORY     - 1943     MONUMENTED       CGS
 OJ1006  HISTORY     - 1958     GOOD             USGS
 OJ1006  HISTORY     - 1980     GOOD             MIDH
 OJ1006  HISTORY     - 19990529 GOOD             USPSQD
 OJ1006
 OJ1006                          STATION DESCRIPTION
 OJ1006
 OJ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1006'STATION IS LOCATED ABOUT 1.5 MILES SW OF THE VILLAGE OF MAYVILLE ON
 OJ1006'LAND OWNED BY BARBARA BADER.  THE MARK IS SET 53 FEET W OF THE BARN,
 OJ1006'2.7 FEET S OF A REFERENCE POST AND 2.5 FEET W OF A RAIL FENCE
 OJ1006'ENCLOSING THE BARNYARD.  STAMPED BADER 1943.
 OJ1006'
 OJ1006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ1006'IN CONCRETE.
 OJ1006'
 OJ1006'REFERENCE MARK 1 IS 87.75 FEET SW OF THE STATION, IN A FENCELINE, 45.5
 OJ1006'FEET S OF THE SW CORNER OF THE BARN.  STAMPED BADER NO 1 1943.
 OJ1006'
 OJ1006'REFERENCE MARK 2 IS 189.16 FEET NNW OF THE STATION, 39 FEET W OF A
 OJ1006'FENCE CORNER, 32 FEET S OF THE CENTER LINE OF A GRAVELED ROAD AND 1.0
 OJ1006'FOOT N OF THE E-W FENCE.  STAMPED BADER NO I 1943.
 OJ1006'
 OJ1006'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NW OF THE STATION.  THE
 OJ1006'MARK IS SET ON A ROAD BANK AT THE SE CORNER OF A FENCED-IN PASTURE
 OJ1006'FIELD.  IT IS 32.5 FEET W OF THE MERTZ ROAD AND 2.2 FEET S OF A
 OJ1006'REFERENCE POST.  STAMPED BADER 1943.
 OJ1006'
 OJ1006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 38 IN
 OJ1006'MAYVILLE GO W ON ROUTE 38 FOR 1.5 MILES TO A CROSSROADS, TURN LEFT OR
 OJ1006'S ON THE MERTZ ROAD AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 OJ1006'AS DESCRIBED.  CONTINUE S ON THE MERTZ ROAD FOR 0.5 MILE TO A CROSS
 OJ1006'ROAD, TURN LEFT AND FOLLOW THE GRAVELED ROAD E FOR 0.3 MILE TO THE
 OJ1006'DRIVEWAY INTO THE BADER RESIDENCE ON THE RIGHT, TURN RIGHT INTO THE
 OJ1006'FARMYARD AND CONTINUE TO A BOARD GATE BETWEEN THE BARN AND SHED.  PASS
 OJ1006'THROUGH THE GATE AND GO TO A RAIL FENCE W OF THE BARN AND STATION
 OJ1006'SITE.
 OJ1006'
 OJ1006'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1006
 OJ1006                          STATION RECOVERY (1958)
 OJ1006
 OJ1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1006'THE STATION IS LOCATED 1 MILE SOUTH AND 1-1/4 MILES WEST OF MAYVILLE,
 OJ1006'T 10 N, R 9 E, IN NORTHEAST CORNER, SEC. 2, 218 FEET SOUTH OF CENTER
 OJ1006'E-W ROAD, 675 FEET WEST OF T-ROAD SOUTH, 1400 FEET EAST OF T-ROAD
 OJ1006'NORTH, 128 FEET WEST OF PRIVATE DRIVE SOUTH, AND 53 FEET WEST OF A
 OJ1006'BARN, IN CONCRETE POST, STANDARD DISK, STAMPED BADER 1943.
 OJ1006
 OJ1006                          STATION RECOVERY (1980)
 OJ1006
 OJ1006'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1006'THE STATION WAS FOUND IN GOOD CONDITION, ON PRIVATE LAND.
 OJ1006
 OJ1006                          STATION RECOVERY (1999)
 OJ1006
 OJ1006'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0531 ***********************************************************************
 OJ0531  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0531  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0531  DESIGNATION -  BAKER
 OJ0531  PID         -  OJ0531
 OJ0531  STATE/COUNTY-  MI/BAY
 OJ0531  COUNTRY     -  US
 OJ0531  USGS QUAD   -  BAY CITY NE (2017)
 OJ0531
 OJ0531                         *CURRENT SURVEY CONTROL
 OJ0531  ______________________________________________________________________
 OJ0531* NAD 83(2011) POSITION- 43 37 33.70488(N) 083 50 19.93508(W)   ADJUSTED
 OJ0531* NAD 83(2011) ELLIP HT-   143.247 (meters)        (06/27/12)   ADJUSTED
 OJ0531* NAD 83(2011) EPOCH   -  2010.00
 OJ0531* NAVD 88 ORTHO HEIGHT -   177.845 (meters)      583.48  (feet) ADJUSTED
 OJ0531  ______________________________________________________________________
 OJ0531  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 OJ0531  NAD 83(2011) X  -    496,307.388 (meters)                     COMP
 OJ0531  NAD 83(2011) Y  - -4,597,636.106 (meters)                     COMP
 OJ0531  NAD 83(2011) Z  -  4,378,206.902 (meters)                     COMP
 OJ0531  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 OJ0531  DYNAMIC HEIGHT  -        177.810 (meters)      583.37  (feet) COMP
 OJ0531  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 OJ0531  OBS GRAVITY     -    980,423.3   (mgal)                       GRAV_OBS
 OJ0531
 OJ0531  VERT ORDER      -  SECOND    CLASS I
 OJ0531
 OJ0531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0531  Standards:
 OJ0531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0531  -------------------------------------------------------------------
 OJ0531  NETWORK    0.42   1.27           0.18   0.16   0.65     -0.02160203
 OJ0531  -------------------------------------------------------------------
 OJ0531  Click here for local accuracies and other accuracy information.
 OJ0531
 OJ0531.The horizontal coordinates were established by GPS observations
 OJ0531.and adjusted by the National Geodetic Survey in June 2012.
 OJ0531
 OJ0531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0531.been affixed to the stable North American tectonic plate. See 
 OJ0531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0531
 OJ0531.The horizontal coordinates are valid at the epoch date displayed above
 OJ0531.which is a decimal equivalence of Year/Month/Day.
 OJ0531
 OJ0531.The orthometric height was determined by differential leveling and
 OJ0531.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0531.in June 2007.
 OJ0531
 OJ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0531.GEOID18 height accuracy estimate available here.
 OJ0531
 OJ0531.This Water Level Mark is designated as VM 13058
 OJ0531.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0531
 OJ0531.Click photographs - Photos may exist for this station.
 OJ0531
 OJ0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0531
 OJ0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0531
 OJ0531.The ellipsoidal height was determined by GPS observations
 OJ0531.and is referenced to NAD 83.
 OJ0531
 OJ0531.The dynamic height is computed by dividing the NAVD 88
 OJ0531.geopotential number by the normal gravity value computed on the
 OJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0531.degrees latitude (g = 980.6199 gals.).
 OJ0531
 OJ0531.The modeled gravity was interpolated from observed gravity values.
 OJ0531
 OJ0531.The observed gravity was obtained from relative gravimeter ties
 OJ0531.to the IGSN71 gravity network.
 OJ0531
 OJ0531. The following values were computed from the NAD 83(2011) position.
 OJ0531
 OJ0531;                    North         East     Units Scale Factor Converg.
 OJ0531;SPC MI S     -   236,296.994 4,042,596.800   MT  0.99999055   +0 21 33.0
 OJ0531;SPC MI S     -   775,252.60 13,263,112.86   iFT  0.99999055   +0 21 33.0
 OJ0531;UTM  17      - 4,834,254.525   270,966.691   MT  1.00024527   -1 57 34.3
 OJ0531
 OJ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0531!SPC MI S     -   0.99997754  x   0.99999055  =   0.99996809
 OJ0531!UTM  17      -   0.99997754  x   1.00024527  =   1.00022280
 OJ0531
 OJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7096634254(NAD 83)
 OJ0531
 OJ0531|---------------------------------------------------------------------|
 OJ0531| PID    Reference Object                     Distance      Geod. Az  |
 OJ0531|                                                           dddmmss.s |
 OJ0531| AA8054 ESSEX B                             268.247 METERS 04937     |
 OJ0531|---------------------------------------------------------------------|
 OJ0531
 OJ0531                          SUPERSEDED SURVEY CONTROL
 OJ0531
 OJ0531  NAD 83(2007)-  43 37 33.70493(N)    083 50 19.93641(W) AD(2002.00) 0
 OJ0531  ELLIP H (02/10/07)  143.272  (m)                       GP(2002.00)    
 OJ0531  ELLIP H (07/12/02)  143.274  (m)                       GP(       ) 4 2
 OJ0531  NAD 83(1994)-  43 37 33.70513(N)    083 50 19.93621(W) AD(       ) B
 OJ0531  ELLIP H (09/20/95)  143.280  (m)                       GP(       ) 1 2
 OJ0531  NAVD 88 (03/25/97)  177.854  (m)          583.51   (f) SUPERSEDED  1 0
 OJ0531  NAVD 88             177.89   (m)          583.6    (f) LEVELING    3  
 OJ0531  NAVD 88 (06/15/91)  177.891  (m)          583.63   (f) SUPERSEDED  1 0
 OJ0531  NGVD 29 (??/??/92)  178.030  (m)          584.09   (f) ADJ UNCH    1 0
 OJ0531
 OJ0531.Superseded values are not recommended for survey control.
 OJ0531
 OJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0531.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0531
 OJ0531_MARKER: DD = SURVEY DISK
 OJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0531_STAMPING: BAKER 1967
 OJ0531_MARK LOGO: USLS
 OJ0531_PROJECTION: RECESSED 0 CENTIMETERS
 OJ0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0531+STABILITY: SURFACE MOTION
 OJ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0531+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 OJ0531
 OJ0531  HISTORY     - Date     Condition        Report By
 OJ0531  HISTORY     - 1967     MONUMENTED       USLS
 OJ0531  HISTORY     - 1976     GOOD             NOS
 OJ0531  HISTORY     - 19940520 GOOD             NGS
 OJ0531  HISTORY     - 19941012 GOOD             NOS
 OJ0531  HISTORY     - 20060922 GOOD             NGS
 OJ0531  HISTORY     - 20250814 MARK NOT FOUND   LOCENG
 OJ0531
 OJ0531                          STATION DESCRIPTION
 OJ0531
 OJ0531'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0531'IN ESSEXVILLE.
 OJ0531'0.7 MILE NORTH ALONG PINE ST. FROM THE INTERSECTION OF WOODSIDE ST.,
 OJ0531'ON PROPERTY OF BAKERS YACHT SERVICE, NEAR WATERS EDGE, 60.0 FT. NORTH
 OJ0531'OF THE EIGHTH FENCE POST EAT OF RIVERS EDGE, 48.2 FT. SOUTHWEST OF
 OJ0531'MOST SOUTH OF WEST CORNER AND 34.4 FT. SOUTHWEST OF MOST NORTH OF
 OJ0531'WEST CORNER, 27.2 FT. NOOTH OF MARINE RAILWAYS NORTHERNMOST RAIL,
 OJ0531'BEING HIGHEST POINT ON BRONZE DISK SET FLUSH WITH THE GROUND SURFACE.
 OJ0531
 OJ0531                          STATION RECOVERY (1994)
 OJ0531
 OJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0531'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF BAY CITY, 1.6
 OJ0531'KM (1.00 MI) NORTH OF ESSEXVILLE, AT A BOAT MARINA, IN THE SOUTHEAST
 OJ0531'1/4 OF SECTION 11, T14N, R5E, BANGOR TOWNSHIP.  OWNERSHIP--KEITH
 OJ0531'ANDERSON, 2363 WEADOCK, ESSEXVILLE MI 48732 PHONE 517-894-0552.  TO
 OJ0531'REACH FROM THE POST OFFICE IN ESSEXVILLE, GO NORTHEASTERLY ON WOODSIDE
 OJ0531'AVENUE FOR 0.6 KM (0.35 MI) TO A CROSSROAD, PINE STREET. TURN LEFT
 OJ0531'NORTHERLY ON PINE STREET FOR 1.1 KM (0.70 MI) TO ANDERSONS MARINE
 OJ0531'DIVISION (FORMERLY BAKERS MARINA) .  TURN LEFT INTO DRIVE AND FOLLOW
 OJ0531'IT TO THE WATERS EDGE, THE DOCK AND STATION.  STATION IS RECESSED 6 CM
 OJ0531'BELOW GROUND.  IT IS 25.8 M (84.6 FT) SOUTH-SOUTHWEST FROM THE
 OJ0531'NORTHWEST CORNER OF A METAL BUILDING, 18.2 M (59.7 FT) NORTH OF A
 OJ0531'CHAIN LINK FENCE, 12.8 M (42.0 FT) EAST FROM THE WATERS EDGE, 10.45 M
 OJ0531'(34.28 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL
 OJ0531'BUILDING, AND 8.2 M (26.9 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS
 OJ0531'POST SET BY A 4X4 INCH WOODEN POST WITH A WATER FAUCET ATTACHED.
 OJ0531
 OJ0531                          STATION RECOVERY (1994)
 OJ0531
 OJ0531'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0531'0.7 MILE (1.1 KM) NORTH ALONG PINE ST.  FROM THE INTERSECTION OF
 OJ0531'WOODSIDE ST., ON PROPERTY OF BAKERS YACHT SERVICE, NEAR WATERS EDGE,
 OJ0531'60.0 FT.  (18.3 M) NORTH OF THE EIGHTH FENCE POST EAT OF RIVERS EDGE,
 OJ0531'48.2 FT.  (14.7 M) SOUTHWEST OF MOST SOUTH OF WEST CORNER AND 34.4 FT.
 OJ0531'(10.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF ANDERSONS METAL STORAGE
 OJ0531'BUILDING.  32.2 FT.  (9.8 M) NORTHEAST OF THE SOUTHEAST END OF THE
 OJ0531'NORTHERN MOST WOOD RAILWAY FOR BOAT LAUNCH.  BEING HIGHEST POINT ON
 OJ0531'BRONZE DISK SET FLUSH WITH THE GROUND SURFACE.
 OJ0531
 OJ0531                          STATION RECOVERY (2006)
 OJ0531
 OJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 OJ0531'RECOVERED AS DESCRIBED.
 OJ0531
 OJ0531                          STATION RECOVERY (2025)
 OJ0531
 OJ0531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2025 (BAD)
 OJ0531'THE POSITION AND CONDITION OF THE MARK CANNOT BE VERIFIED.  SECTIONS
 OJ0531'OF WOODEN DOCK HAVE BEEN PLACED ON TOP OF AND AROUND THE VICINITY OF
 OJ0531'THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0209 ***********************************************************************
 RJ0209  DESIGNATION -  BAKER
 RJ0209  PID         -  RJ0209
 RJ0209  STATE/COUNTY-  MI/CHIPPEWA
 RJ0209  COUNTRY     -  US
 RJ0209  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0209
 RJ0209                         *CURRENT SURVEY CONTROL
 RJ0209  ______________________________________________________________________
 RJ0209* NAD 83(1986) POSITION- 46 19 02.     (N) 084 06 08.     (W)   SCALED
 RJ0209* NAVD 88 ORTHO HEIGHT -   177.885 (meters)      583.61  (feet) ADJUSTED
 RJ0209  ______________________________________________________________________
 RJ0209  GEOID HEIGHT    -        -36.618 (meters)                     GEOID18
 RJ0209  DYNAMIC HEIGHT  -        177.894 (meters)      583.64  (feet) COMP
 RJ0209  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 RJ0209
 RJ0209  VERT ORDER      -  FIRST     CLASS I
 RJ0209
 RJ0209.The horizontal coordinates were scaled from a map and have
 RJ0209.an estimated accuracy of +/- 6 seconds.
 RJ0209
 RJ0209.The orthometric height was determined by differential leveling and
 RJ0209.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0209.in June 1991.
 RJ0209
 RJ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0209.GEOID18 height accuracy estimate available here.
 RJ0209
 RJ0209.Click photographs - Photos may exist for this station.
 RJ0209
 RJ0209.The dynamic height is computed by dividing the NAVD 88
 RJ0209.geopotential number by the normal gravity value computed on the
 RJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0209.degrees latitude (g = 980.6199 gals.).
 RJ0209
 RJ0209.The modeled gravity was interpolated from observed gravity values.
 RJ0209
 RJ0209;                    North         East    Units  Estimated Accuracy
 RJ0209;SPC MI N     -   174,560.    8,223,110.      MT  (+/- 180 meters Scaled)
 RJ0209
 RJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS230333(NAD 83)
 RJ0209
 RJ0209                          SUPERSEDED SURVEY CONTROL
 RJ0209
 RJ0209  NGVD 29 (??/??/92)  177.868  (m)          583.56   (f) ADJ UNCH    1 1
 RJ0209
 RJ0209.Superseded values are not recommended for survey control.
 RJ0209
 RJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0209.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0209
 RJ0209_MARKER: B = BOLT
 RJ0209_SETTING: 80 = SET IN A BOULDER
 RJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0209+STABILITY: SURFACE MOTION
 RJ0209
 RJ0209  HISTORY     - Date     Condition        Report By
 RJ0209  HISTORY     - 1969     MONUMENTED       NONE
 RJ0209  HISTORY     - 1969     GOOD             USLS
 RJ0209
 RJ0209                          STATION DESCRIPTION
 RJ0209
 RJ0209'DESCRIBED BY US LAKE SURVEY 1969
 RJ0209'AT ST JOSEPH ISLAND.
 RJ0209'BAKER, IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0209'FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO INTERSECTION
 RJ0209'OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5 MILES TO
 RJ0209'INTERSECTION OF D LINE RODA, CONTINUE SOUTHWEST 2.5 MILES TO
 RJ0209'INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHEAST 1.3 MILES
 RJ0209'TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST 1.3
 RJ0209'MILES TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST TO
 RJ0209'T-INTERSECTION, TURN LEFT, GO 0.9 MILE NROTHERLY TO Y-INTERSECTION
 RJ0209'TURN LEFT, GO NORTHWEST, 0.9 MILE TO BAKERS COTTAGE ON EAST
 RJ0209'SIDE OF ROAD, 48.8 FEET NORTHEAST OF SOUTHEAST CORNER AND 42.0
 RJ0209'FEET EAST NORTHEAST OF NORTHEAST CORNER OF DWELLING, 2,.6 FEET
 RJ0209'NORTH OF NORTHEAST CORNER OF STORAGE SHED, 1-1/2 FEET ABOVE
 RJ0209'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 RJ0209'DIAMETER BOLT SET INTO THE TOP OF A 2 X 4 FOOT BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1655 ***********************************************************************
 NF1655  DESIGNATION -  BAKER
 NF1655  PID         -  NF1655
 NF1655  STATE/COUNTY-  MI/OTTAWA
 NF1655  COUNTRY     -  US
 NF1655  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF1655
 NF1655                         *CURRENT SURVEY CONTROL
 NF1655  ______________________________________________________________________
 NF1655* NAD 83(2011) POSITION- 42 48 33.02763(N) 085 49 21.25760(W)   ADJUSTED
 NF1655* NAD 83(2011) ELLIP HT-   239.360 (meters)        (06/27/12)   ADJUSTED
 NF1655* NAD 83(2011) EPOCH   -  2010.00
 NF1655* NAVD 88 ORTHO HEIGHT -   272.8   (meters)      895.    (feet) GPS OBS
 NF1655  ______________________________________________________________________
 NF1655  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1655  GEOID HEIGHT    -         -33.17 (meters)                     GEOID93
 NF1655  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 NF1655  NAD 83(2011) X  -    341,393.930 (meters)                     COMP
 NF1655  NAD 83(2011) Y  - -4,674,109.729 (meters)                     COMP
 NF1655  NAD 83(2011) Z  -  4,312,136.411 (meters)                     COMP
 NF1655  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NF1655
 NF1655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1655  Standards:
 NF1655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1655  -------------------------------------------------------------------
 NF1655  NETWORK   29.40  14.33           4.85  14.79   7.31      0.05245349
 NF1655  -------------------------------------------------------------------
 NF1655  Click here for local accuracies and other accuracy information.
 NF1655
 NF1655.The horizontal coordinates were established by GPS observations
 NF1655.and adjusted by the National Geodetic Survey in June 2012.
 NF1655
 NF1655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1655.been affixed to the stable North American tectonic plate. See 
 NF1655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1655
 NF1655.The horizontal coordinates are valid at the epoch date displayed above
 NF1655.which is a decimal equivalence of Year/Month/Day.
 NF1655
 NF1655.The orthometric height was determined by GPS observations and a
 NF1655.high-resolution geoid model.
 NF1655
 NF1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1655.GEOID18 height accuracy estimate available here.
 NF1655
 NF1655.Click photographs - Photos may exist for this station.
 NF1655
 NF1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1655
 NF1655.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1655
 NF1655.The ellipsoidal height was determined by GPS observations
 NF1655.and is referenced to NAD 83.
 NF1655
 NF1655. The following values were computed from the NAD 83(2011) position.
 NF1655
 NF1655;                    North         East     Units Scale Factor Converg.
 NF1655;SPC MI S     -   146,449.027 3,880,934.308   MT  0.99990775   -0 59 26.8
 NF1655;SPC MI S     -   480,475.81 12,732,724.11   iFT  0.99990775   -0 59 26.8
 NF1655;UTM  16      - 4,740,296.518   596,267.237   MT  0.99971401   +0 48 00.7
 NF1655
 NF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1655!SPC MI S     -   0.99996246  x   0.99990775  =   0.99987022
 NF1655!UTM  16      -   0.99996246  x   0.99971401  =   0.99967648
 NF1655
 NF1655:                Primary Azimuth Mark                     Grid Az
 NF1655:SPC MI S     -  DIAS 2                                   096 38 23.5
 NF1655:UTM  16      -  DIAS 2                                   094 50 56.0
 NF1655
 NF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9626740296(NAD 83)
 NF1655
 NF1655|---------------------------------------------------------------------|
 NF1655| PID    Reference Object                     Distance      Geod. Az  |
 NF1655|                                                           dddmmss.s |
 NF1655| CH0767 BAKER RM 1                           16.708 METERS 09015     |
 NF1655| NF1642 BYRON CTR BELL TEL MICROWAVE        APPROX.13.9 KM 0953526.1 |
 NF1655| NF0757 DIAS 2                              APPROX.14.2 KM 0953856.7 |
 NF1655| NF1654 JAMESTOWN WISC MICH PIPE MAST        47.938 METERS 10124     |
 NF1655| CH0768 BAKER RM 2                                         17421     |
 NF1655| NG0711 ZEELAND MUN TANK                    APPROX.15.0 KM 2722311.0 |
 NF1655|---------------------------------------------------------------------|
 NF1655
 NF1655                          SUPERSEDED SURVEY CONTROL
 NF1655
 NF1655  NAD 83(2007)-  42 48 33.02796(N)    085 49 21.25831(W) AD(2002.00) 0
 NF1655  ELLIP H (02/10/07)  239.385  (m)                       GP(2002.00)    
 NF1655  ELLIP H (07/17/02)  239.372  (m)                       GP(       ) 4 1
 NF1655  NAD 83(1994)-  42 48 33.02747(N)    085 49 21.26751(W) AD(       ) 1
 NF1655  ELLIP H (02/03/97)  239.393  (m)                       GP(       ) 4 1
 NF1655  NAD 83(1991)-  42 48 33.02917(N)    085 49 21.27381(W) AD(       ) 1
 NF1655  NAD 83(1986)-  42 48 33.02669(N)    085 49 21.28012(W) AD(       ) 1
 NF1655  NAD 27      -  42 48 32.92575(N)    085 49 21.16603(W) AD(       ) 1
 NF1655  NGVD 29 (07/19/86)  273.0    (m)          896.     (f) VERT ANG       
 NF1655
 NF1655.Superseded values are not recommended for survey control.
 NF1655
 NF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1655.See file dsdata.pdf to determine how the superseded data were derived.
 NF1655
 NF1655_MARKER: DS = TRIANGULATION STATION DISK
 NF1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1655_STAMPING: BAKER 1969
 NF1655_MARK LOGO: CGS
 NF1655_PROJECTION: FLUSH
 NF1655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1655+STABILITY: SURFACE MOTION
 NF1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1655+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 NF1655
 NF1655  HISTORY     - Date     Condition        Report By
 NF1655  HISTORY     - 1969     MONUMENTED       CGS
 NF1655  HISTORY     - 1980     GOOD             MIDH
 NF1655  HISTORY     - 19930310 GOOD             MIDT
 NF1655  HISTORY     - 19980707 GOOD             WADTRI
 NF1655  HISTORY     - 20040708 GOOD             INDIV
 NF1655
 NF1655                          STATION DESCRIPTION
 NF1655
 NF1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1655'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 22, T. 5 N., R.
 NF1655'3 W. AND ON PROPERTY OF MR. HENRY BAKER.  IT IS ABOUT 10 MILES EAST OF
 NF1655'ZEELAND, 4-3/4 MILES SOUTH-SOUTHEAST OF HUDSONVILLE AND 4-3/4 MILES
 NF1655'WEST OF BYRON CENTER.
 NF1655'
 NF1655'TO REACH THE STATION FROM THE POST OFFICE IN BYRON CENTER, GO WEST ON
 NF1655'84TH STREET SW FOR 3.0 MILES TO THE KENT-OTTAWA COUNTY LINE.  CONTINUE
 NF1655'WEST ON BYRON ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO
 NF1655'SOUTH ON 16TH AVENUE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 NF1655'
 NF1655'THE STATION MARK IS A STANDARD DISK STAMPED BAKER 1969, SET IN THE TOP
 NF1655'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14-INCHES BELOW
 NF1655'THE GROUND SURFACE.  IT IS 55.2 FEET WEST OF A METAL WITNESS POST, 33
 NF1655'FEET WEST OF THE CENTER OF 16TH AVENUE AND 26.5 FEET NORTHWEST OF A
 NF1655'24-INCH MAPLE TREE.
 NF1655'
 NF1655'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAKER NO 1 1969, SET IN
 NF1655'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 NF1655'INCHES ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE CENTER OF 16TH
 NF1655'AVENUE, 15.8 FEET NORTH OF A FENCE CORNER, 1.3 FEET SOUTH OF THE METAL
 NF1655'WITNESS POST AND 0.8 OF A FOOT WEST OF A WIRE FENCE.
 NF1655'
 NF1655'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAKER NO 2 1969, SET IN
 NF1655'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1655'INCHES ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF 16TH
 NF1655'AVENUE, 18 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.6 FEET
 NF1655'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 NF1655'
 NF1655'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ON 16TH AVENUE
 NF1655'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 NF1655'
 NF1655'REFERENCE MARK 2 WAS USED AS AN AZIMUTH MARK.
 NF1655'
 NF1655'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
 NF1655
 NF1655                          STATION RECOVERY (1980)
 NF1655
 NF1655'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1655'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 NF1655'THE UPPER MARK OF THE STATION IS NOW 10 INCHES BELOW THE GROUND
 NF1655'SURFACE.  THE STATION IS IN A CULTIVATED FIELD AND COULD POSSIBLY BE
 NF1655'DAMAGED AT A FUTURE DATE BY FARM EQUIPMENT.
 NF1655'
 NF1655'THE STATION IS N30 E, 25.4 FEET FROM THE FACE OF A 24 INCH MAPLE TREE
 NF1655'AND N60 E, 57.8 FEET FROM THE FACE OF A 40 INCH MAPLE TREE.
 NF1655
 NF1655                          STATION RECOVERY (1993)
 NF1655
 NF1655'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NF1655'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE EAST QUADRANGLE
 NF1655'MAP. STATION IS IN THE NORTHEAST 1/4 OF SECTION 22, T-5-N, R-13-W,
 NF1655'JAMESTOWN TOWNSHIP, ABOUT 5 MILES (8.0 KM) SOUTH OF HUDSONVILLE, ABOUT
 NF1655'9 MILES (14.5 KM) EAST OF ZEELAND, AND ABOUT 12 MILES (19.3 KM)
 NF1655'NORTHWEST OF WAYLAND.  IT IS AT THE WEST RIGHT-OF-WAY LINE OF 16TH
 NF1655'AVENUE ALTHOUGH LAND IS BEING FARMED.
 NF1655'
 NF1655'TO REACH THE STATION FROM THE POST OFFICE IN JAMESTOWN, AT RILEY
 NF1655'STREET AND 24TH AVENUE, GO SOUTH 1.0 MILES (1.6 KM) ALONG 24TH AVENUE
 NF1655'TO BYRON ROAD.  TURN LEFT AND GO EAST 1.0 MILES (1.6 KM) ALONG BYRON
 NF1655'ROAD TO 16TH AVENUE.  TURN RIGHT AND GO SOUTH 0.2 MILES (0.3 KM)
 NF1655'ALONG 16TH AVENUE TO STATION ON THE RIGHT AS DESCRIBED.
 NF1655'
 NF1655'THE STATION IS A BRONZE DISK, SET IN TOP OF A 12 INCH DIAMETER
 NF1655'CONCRETE MONUMENT, 14 INCHES BELOW THE GROUND SURFACE. IT IS 55.1 FEET
 NF1655'(16.8 M) WEST OF REFEERENCE MARK NO. 1, 32.0 FEET (9.8 M) WEST OF THE
 NF1655'CENTER OF 16TH AVENUE, 62.3 FEET (19.0 M) SOUTHWEST OF 6 INCH DIAMETER
 NF1655'WOOD POST, AND 25.2 FEET (7.7 M) NORTHWEST OF THE FACE OF A 26 INCH
 NF1655'MAPLE. AT THE REQUEST OF PROPERTY OWNER TO THE WEST NO WITNESS POST
 NF1655'WAS INSTALLED.
 NF1655
 NF1655                          STATION RECOVERY (1998)
 NF1655
 NF1655'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 NF1655'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE EAST QUADRANGLE
 NF1655'MAP.  STATION IS IN THE NORTHEAST 1/4 OF SECTION 22, T5N, R13W,
 NF1655'JAMESTOWN TWP, ABOUT 5 MILES (8.0 KM) SOUTH OF HUDSONVILLE, ABOUT 9
 NF1655'MILES (14.5 KM) EAST OF ZEELAND, AND ABOUT 12 MILES (19.3 KM)
 NF1655'NORTWEST OF WAYLAND.  IT IS AT THE RIGHT-OF-WAY LINE OF 16TH AVENUE
 NF1655'ALTHOUGH LAND IS BEING FARMED.
 NF1655'
 NF1655'TO REACH THE STATION FROM THE POST OFFICE IN JAMESTOWN, AT RILEY
 NF1655'STREET AND 24TH AVENUE, GO SOUTH 1.0 MILES (1.6 KM) ALONG BYRON ROAD
 NF1655'TO 16TH AVENUE.  TURN RIGHT AND GO SOUTH 0.2 MILES (0.3 KM) ALONG 16TH
 NF1655'AVENUE TO STATION ON THE RIGHT AS DESCRIBED.
 NF1655'
 NF1655'STATION IS A BRONZE DISK, SET IN TOP OF A 12 INCH DIAMETER CONCRETE
 NF1655'MONUMENT, 14 INCHES BELOW THE GROUND SURFACE.  IT IS WEST OF THE
 NF1655'CENTER OF 16TH AVENUE, 62.3 FT (19.0 M) SOUTHWEST OF 6 INCH DIAMETER
 NF1655'WOOD POST, AND 25.2 FT (7.7 M) NORTHWEST OF THE FACE OF A 26 INCH
 NF1655'MAPLE.  THE REQUEST OF THE PROPERTY OWNER TO THE WEST NO WITNESS POST
 NF1655'WAS INSTALLED.
 NF1655
 NF1655                          STATION RECOVERY (2004)
 NF1655
 NF1655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF1655'STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS ALSO
 NF1655'FOUND IN GOOD CONDITION AND PICTURES ARE PROVIDED BUT REFERENCE MARK 2
 NF1655'COULD NOT BE FOUND.  PID FOR REFERENCE MARK 1 WAS OBTAINED FROM
 NF1655'DATASHEET FOR POINT NF1655 AND WAS USED IN PHOTO FILE NAMING SCHEME
 NF1655'(CH0767)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0527 ***********************************************************************
 OL0527  DESIGNATION -  BALD 2
 OL0527  PID         -  OL0527
 OL0527  STATE/COUNTY-  MI/OCEANA
 OL0527  COUNTRY     -  US
 OL0527  USGS QUAD   -  PENTWATER (2017)
 OL0527
 OL0527                         *CURRENT SURVEY CONTROL
 OL0527  ______________________________________________________________________
 OL0527* NAD 83(1994) POSITION- 43 48 14.74101(N) 086 25 48.22032(W)   NO CHECK
 OL0527* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 OL0527  ______________________________________________________________________
 OL0527  GEOID HEIGHT    -        -35.198 (meters)                     GEOID18
 OL0527  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 OL0527  HORZ ORDER      -  THIRD
 OL0527
 OL0527.The horizontal coordinates were established by classical geodetic methods
 OL0527.and adjusted by the National Geodetic Survey in February 1997.
 OL0527
 OL0527.No horizontal observational check was made to the station.
 OL0527
 OL0527.The orthometric height was scaled from a topographic map.
 OL0527
 OL0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0527.GEOID18 height accuracy estimate available here.
 OL0527
 OL0527.Click photographs - Photos may exist for this station.
 OL0527
 OL0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0527
 OL0527. The following values were computed from the NAD 83(1994) position.
 OL0527
 OL0527;                    North         East     Units Scale Factor Converg.
 OL0527;SPC MI S     -   257,982.622 3,833,970.092   MT  1.00003573   -1 24 15.1
 OL0527;SPC MI S     -   846,399.68 12,578,642.03   iFT  1.00003573   -1 24 15.1
 OL0527;UTM  16      - 4,850,272.281   545,844.453   MT  0.99962585   +0 23 40.3
 OL0527
 OL0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0527!SPC MI S     -   0.99997167  x   1.00003573  =   1.00000739
 OL0527!UTM  16      -   0.99997167  x   0.99962585  =   0.99959753
 OL0527
 OL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4584450272(NAD 83)
 OL0527
 OL0527|---------------------------------------------------------------------|
 OL0527| PID    Reference Object                     Distance      Geod. Az  |
 OL0527|                                                           dddmmss.s |
 OL0527| OL0528 BALD                                  9.651 METERS 07526     |
 OL0527| CH0771 BALD RM 2                            14.757 METERS 20934     |
 OL0527| CH0772 BALD RM 3                             9.695 METERS 30458     |
 OL0527|---------------------------------------------------------------------|
 OL0527
 OL0527                          SUPERSEDED SURVEY CONTROL
 OL0527
 OL0527  NAD 83(1986)-  43 48 14.74416(N)    086 25 48.22725(W) AD(       ) 3
 OL0527  NAD 27      -  43 48 14.72216(N)    086 25 47.93600(W) AD(       ) 3
 OL0527
 OL0527.Superseded values are not recommended for survey control.
 OL0527
 OL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0527.See file dsdata.pdf to determine how the superseded data were derived.
 OL0527
 OL0527_MARKER: DS = TRIANGULATION STATION DISK
 OL0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0527_STAMPING: BALD 2 1967
 OL0527_MARK LOGO: CGS
 OL0527_MAGNETIC: P = MARKER IS A STEEL PIPE
 OL0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0527+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OL0527
 OL0527  HISTORY     - Date     Condition        Report By
 OL0527  HISTORY     - 1967     MONUMENTED       CGS
 OL0527  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OL0527  HISTORY     - 19940821 GOOD             USPSQD
 OL0527  HISTORY     - 20021009 GOOD             USPSQD
 OL0527
 OL0527                          STATION DESCRIPTION
 OL0527
 OL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OL0527'STATION IS LOCATED ON A PROMINENT KNOLL AND SAND PIT ABOUT 1-1/2 MILES
 OL0527'NORTHEAST OF PENTWATER.  IT IS 24 FEET NORTHEAST OF 2 10-INCH OAK
 OL0527'TREES, 21 FEET WEST OF THE WEST EDGE OF A BLOW HOLE, 20 FEET SOUTHWEST
 OL0527'OF A 12 INCH OAK TREE AND 17 FEET EAST OF AN 8 INCH OAK TREE.  IT IS A
 OL0527'STANDARD STATION MARK DISK BRAZED TO THE TOP OF A 2 INCH GALVINIZED
 OL0527'PIPE WHICH IS 8 FEET IN LENGTH AND PROJECTS 18 INCHES.  THE DISK IS
 OL0527'STAMPED BALD 2 1967.
 OL0527'
 OL0527'TO REACH THE STATION FROM THE OCEANA COUNTY SAVINGS BANK IN PENTWATER,
 OL0527'GO NORTHEASTERLY ON BUSINESS HIGHWAY U.S. 31 FOR 1.95 MILES TO A SIDE
 OL0527'ROAD LEFT. TURN LEFT ON THE GRADED ROAD AND GO SOUTHWESTERLY ON MAIN
 OL0527'ROAD FOR 0.45 MILE TO A ROAD FORK.  TAKE LEFT FORK AND CONTINUE
 OL0527'SOUTHWEST FOR 0.1 MILE TO THE TOP OF A ROAD GRADE AND THE END OF TRUCK
 OL0527'TRAVEL.  FROM THIS POINT PACK SOUTHERLY FOR ABOUT 500 FEET TO THE TOP
 OL0527'OF THE HILL AND THE STATION.  (NOTE-IT IS EASIER BUT LONGER TO PACK
 OL0527'SOUTH KEEPING TO THE EAST SIDE OF THE HILL AND COME UP FROM THE SOUTH
 OL0527'SIDE OF THE HILL.
 OL0527'
 OL0527'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 OL0527'10 INCH TILE FILLED WITH CONCRETE.  THE MONUMENT IS FLUSH AND THE DISK
 OL0527'IS STAMPED BALD NO 2 1932.  IT IS 21 FEET NORTH OF AN 8 INCH OAK TREE,
 OL0527'10 FEET NORTH OF A TRAIL LEADING FROM SOUTHWEST SIDE OF THE HILL AND
 OL0527'1-1/2 FEET SOUTHWEST OF A 5 INCH OAK TREE.
 OL0527'
 OL0527'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 OL0527'10 INCH TILE FILLED WITH CONCRETE.  THE MONUMENT IS 2 INCHES BELOW THE
 OL0527'GROUND AND THE DISK IS STAMPED BALD NO 3.  IT IS 35 FEET WEST OF THE
 OL0527'12 INCH OAK TREE, 15 FEET NORTHWEST OF A 10 INCH OAK TREE AND 4 FEET
 OL0527'EAST OF A 4 INCH OAK TREE.
 OL0527'
 OL0527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OL0527
 OL0527                          STATION RECOVERY (1980)
 OL0527
 OL0527'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0527'THE STATION WAS SEARCHED FOR AND NOT FOUND.
 OL0527
 OL0527                          STATION RECOVERY (1994)
 OL0527
 OL0527'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0527'RECOVERED IN GOOD CONDITION.
 OL0527
 OL0527                          STATION RECOVERY (2002)
 OL0527
 OL0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0433 ***********************************************************************
 PL0433  DESIGNATION -  BALD HILL
 PL0433  PID         -  PL0433
 PL0433  STATE/COUNTY-  MI/CRAWFORD
 PL0433  COUNTRY     -  US
 PL0433  USGS QUAD   -  LUZERNE NW (2017)
 PL0433
 PL0433                         *CURRENT SURVEY CONTROL
 PL0433  ______________________________________________________________________
 PL0433* NAD 83(1994) POSITION- 44 43 31.70796(N) 084 29 17.96413(W)   ADJUSTED
 PL0433* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 PL0433  ______________________________________________________________________
 PL0433  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 PL0433  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 PL0433  HORZ ORDER      -  FIRST
 PL0433
 PL0433.The horizontal coordinates were established by classical geodetic methods
 PL0433.and adjusted by the National Geodetic Survey in February 1997.
 PL0433
 PL0433.The orthometric height was scaled from a topographic map.
 PL0433
 PL0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0433.GEOID18 height accuracy estimate available here.
 PL0433
 PL0433.Click photographs - Photos may exist for this station.
 PL0433
 PL0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0433
 PL0433. The following values were computed from the NAD 83(1994) position.
 PL0433
 PL0433;                    North         East     Units Scale Factor Converg.
 PL0433;SPC MI C     -   156,553.908 5,990,362.835   MT  0.99991990   -0 05 09.4
 PL0433;SPC MI C     -   513,628.31 19,653,421.37   iFT  0.99991990   -0 05 09.4
 PL0433;UTM  16      - 4,955,523.745   698,902.256   MT  1.00008652   +1 46 05.1
 PL0433
 PL0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0433!SPC MI C     -   0.99993838  x   0.99991990  =   0.99985829
 PL0433!UTM  16      -   0.99993838  x   1.00008652  =   1.00002490
 PL0433
 PL0433:                Primary Azimuth Mark                     Grid Az
 PL0433:SPC MI C     -  BALD HILL AZ MK                          009 44 49.5
 PL0433:UTM  16      -  BALD HILL AZ MK                          007 53 35.0
 PL0433
 PL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9890255523(NAD 83)
 PL0433
 PL0433|---------------------------------------------------------------------|
 PL0433| PID    Reference Object                     Distance      Geod. Az  |
 PL0433|                                                           dddmmss.s |
 PL0433| PL0572 BALD HILL AZ MK                                    0093940.1 |
 PL0433| PL0570 BALD HILL RM 1                       10.468 METERS 13835     |
 PL0433| PL0571 BALD HILL RM 2                        8.297 METERS 25837     |
 PL0433|---------------------------------------------------------------------|
 PL0433
 PL0433                          SUPERSEDED SURVEY CONTROL
 PL0433
 PL0433  NAD 83(1986)-  44 43 31.70113(N)    084 29 17.97091(W) AD(       ) 1
 PL0433  NAD 27      -  44 43 31.64641(N)    084 29 17.89537(W) AD(       ) 1
 PL0433
 PL0433.Superseded values are not recommended for survey control.
 PL0433
 PL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0433.See file dsdata.pdf to determine how the superseded data were derived.
 PL0433
 PL0433_MARKER: DS = TRIANGULATION STATION DISK
 PL0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0433_STAMPING: BALD HILL 1932
 PL0433_MARK LOGO: CGS
 PL0433_PROJECTION: PROJECTING 10 CENTIMETERS
 PL0433_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0433+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 PL0433
 PL0433  HISTORY     - Date     Condition        Report By
 PL0433  HISTORY     - 1932     MONUMENTED       CGS
 PL0433  HISTORY     - 1932     GOOD             CGS
 PL0433  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0433  HISTORY     - 1980     POOR             MIDH
 PL0433  HISTORY     - 19821021 GOOD             NGS
 PL0433  HISTORY     - 1990     GOOD             USPSQD
 PL0433  HISTORY     - 20040726 GOOD             GEOCAC
 PL0433
 PL0433                          STATION DESCRIPTION
 PL0433
 PL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0433'ABOUT 12.5 MILES NORTHEAST OF GRAYLING, ON NORTHEASTERLY PART OF BALD
 PL0433'GRASSY HILL DOTTED WITH A FEW DEAD SCRUB TREES, AND ABOUT 30 METERS
 PL0433'(98 FEET) SOUTHEAST OF 4-INCH TWIN SCRUB OAK TREE.
 PL0433'
 PL0433'TO REACH FROM MAIN TRAFFIC LIGHT IN GRAYLING, GO NORTHEAST 10.5 MILES
 PL0433'ON MAIN STREET WHICH BECOMES WELL-TRAVELED ROAD AND IS MARKED BY SIGNS
 PL0433'STATE FOREST HEADQUARTERS TO FOUR-CORNER INTERSECTION AT SCHOOLHOUSE
 PL0433'ON LEFT SIDE OF ROAD, TURN LEFT WITH MAIN ROAD, CONTINUE 3.4 MILES TO
 PL0433'DIRT TRAIL TURNING LEFT AT SIGN NASH CAMP AND SEVERAL OTHER ARROWS AND
 PL0433'SIGNS (DO NOT FOLLOW ARROW OF NASH CAMP SIGN), TURN LEFT NORTHWEST
 PL0433'ONTO DIRT TRAIL, AND PROCEED ABOUT 1 MILE TO POINT WHERE TRAIL REACHES
 PL0433'CREST OF RIDGE IN SADDLE.  THIS POINT IS AS CLOSE AS TRAIL COMES TO
 PL0433'STATION SITE WHICH IS ON HIGHEST POINT OF HILL TO RIGHT AND EAST ABOUT
 PL0433'1/4 MILE.  WITH DUE CARE MOTOR VEHICLE CAN BE DRIVEN TO STATION SITE.
 PL0433'ABOUT 7 METERS (23 FEET) NORTH OF STATION, SLOPE OF HILL BREAKS OFF
 PL0433'QUITE STEEPLY, WHILE TO SOUTH FOR ABOUT 50 METERS (164 FEET), HILLTOP
 PL0433'IS FLAT AND THEN TURNS INTO GENTLE SLOPE TO SOUTH.
 PL0433'
 PL0433'MARKED BY STANDARD STATION DISK CEMENTED IN TOP OF 4-INCH IRON PIPE
 PL0433'PROJECTING 5 INCHES.  PIPE IS 4 FEET LONG AND EMBEDDED IN BALL OF
 PL0433'CONCRETE.  REFERENCE MARKS ARE SIMILAR TO STATION MARK EXCEPT THAT
 PL0433'STANDARD REFERENCE DISK IS CEMENTED IN TOP OF EACH PIPE.
 PL0433'
 PL0433'NO. 1 IS 10.55 METERS (34.6 FEET) FROM STATION IN AZIMUTH 318 DEG 34
 PL0433'MIN.
 PL0433'
 PL0433'NO. 2 IS 8.09 METERS (26.5 FEET) FROM STATION IN AZIMUTH 78 DEG 40
 PL0433'MIN. AZIMUTH FROM STATION TO MACK LAKE, FIRE LOOKOUT TOWER IS 290 DEG
 PL0433'15 MIN 21 SEC.
 PL0433
 PL0433                          STATION RECOVERY (1932)
 PL0433
 PL0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0433'RECOVERED IN GOOD CONDITION.
 PL0433
 PL0433                          STATION RECOVERY (1949)
 PL0433
 PL0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0433'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 PL0433'GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WAS CHECKED AND
 PL0433'FOUND TO BE CORRECT.  A NEW AZIMUTH MARK WAS SET BY THIS PARTY.  A
 PL0433'COMPLETE NEW DESCRIPTION FOLLOWS-
 PL0433'
 PL0433'STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF GRAYLING AND 6 MILES
 PL0433'SOUTH OF LOVELLS ON A LOW SAND HILL COVERED WITH SCRUB OAK TREES.  IT
 PL0433'IS IN THE CENTER OF THE HILL AND 9 FEET NORTH OF A WHITE WITNESS POST.
 PL0433'THE MARK IS A 4 INCH CAST IRON PIPE, WHICH PROJECTS ABOUT 4 INCHES
 PL0433'WITH A STANDARD DISK CEMENTED IN THE TOP AND STAMPED BALD HILL 1932.
 PL0433'
 PL0433'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK IS A 4
 PL0433'INCH CAST IRON PIPE, WHICH PROJECTS ABOUT 4 INCHES WITH A STANDARD
 PL0433'DISK CEMENTED IN THE TOP AND STAMPED BALD HILL NO 1 1932.
 PL0433'
 PL0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  THE MARK IS A 4 INCH
 PL0433'CAST IRON PIPE, WHICH PROJECTS ABOUT 4 INCHES WITH A STANDARD DISK
 PL0433'CEMENTED IN THE TOP AND STAMPED BALD HILL NO 2 1932.
 PL0433'
 PL0433'AZIMUTH MARK IS NORTH OF THE STATION.  IT IS 20 FEET NORTHWEST OF THE
 PL0433'CENTER OF THE ROAD, 31 FEET SOUTHWEST OF A FIRE LANE AND 1.5 FEET
 PL0433'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND
 PL0433'THE DISK IS STAMPED BALD HILL 1949.  (NOTE 11A)
 PL0433'
 PL0433'TO REACH THE STATION FROM THE POST OFFICE IN GRAYLING GO EAST ON
 PL0433'MICHIGAN STREET FOR 0.7 MILE TO DOWN RIVER ROAD, TURN RIGHT ON DOWN
 PL0433'RIVER ROAD AND GO 0.7 MILES TO A CROSSROAD, TURN LEFT AND GO 3.5 MILES
 PL0433'TO A T-ROAD LEFT, TURN LEFT AND GO 0.9 MILE TO A WOODS ROAD RIGHT,*
 PL0433'TURN RIGHT AND FOLLOW WOODS ROAD 0.15 MILE UP HILL TO THE HIGHEST
 PL0433'POINT AND STATION AS DESCRIBED.  *TO REACH THE AZIMUTH MARK FROM THIS
 PL0433'POINT CONTINUE ONE MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PL0433'
 PL0433'HEIGHT OF LIGHT AND INSTRUMENT ABOVE STATION MARK 9 METERS.
 PL0433'
 PL0433'DISTANCE AND DIRECTION TO AZIMUTH AND REFERENCE MARKS AND OBJECTS
 PL0433'VISIBLE FROM THE GROUND.
 PL0433
 PL0433                          STATION RECOVERY (1980)
 PL0433
 PL0433'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 PL0433'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED, REFERENCE MARK
 PL0433'1 IS IN GOOD CONDITION, THE STATION MARK HAS BEEN HIT AND IS LEANING
 PL0433'SOUTHEAST, REFERENCE MARK 2 HAS BEEN HIT AND IS LEANING WEST.  MANY
 PL0433'NATIONAL GUARD VEHICLES HAVE BEEN DRIVING OVER THIS AREA.  THE AZIMUTH
 PL0433'MARK WAS LOOKED FOR BUT NOT FOUND.
 PL0433'
 PL0433'THE STATION IS IN LUZERNE TOWNSHIP, T 27 N, R 2 W.
 PL0433'
 PL0433'TO REACH FROM THE EAST CITY LIMITS OF THE CITY OF GRAYLING AT SOUTH
 PL0433'DOWN RIVER ROAD (ALSO M 72), GO EAST 6.3 MILES TO STEPHAN BRIDGE ROAD,
 PL0433'TURN LEFT AND GO NORTH 2 MILES TO NORTH DOWN RIVER ROAD,TURN RIGHT AND
 PL0433'GO EAST 2.5 MILES TO WHERE NORTH DOWN RIVER ROAD TURNS NORTH THEN GO
 PL0433'NORTH 3.5 MILES TO T ROAD LEFT. FOLLOW BALD HILL ROAD  NORTH FOR 0.9
 PL0433'MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW THIS ROAD UP THE
 PL0433'HILL 0.15 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.  DESCRIBED
 PL0433'BY TED BORDELEAU.
 PL0433
 PL0433                          STATION RECOVERY (1982)
 PL0433
 PL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PL0433'THE STATION MARK WAS RECOVERED LEANING SLIGHTLY TOWARD THE EAST BUT
 PL0433'STILL SOLID IN THE GROUND.  REFERENCE MARK 2 WAS FOUND LEANING TOWARDS
 PL0433'THE WEST.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  A THROUGH
 PL0433'SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.  A NEW
 PL0433'DISTANCE AND DIRECTION WAS OBSERVED BETWEEN THE REFERENCE MARKS AT THE
 PL0433'TIME.  THE AREA IS NOW COMPLETELY COVERED BY TREES A WITHOUT A LOT OF
 PL0433'CLEARING THERE IS NO SUITABLE LOCATION TO SET NEW AZIMUTH MARK.  THE
 PL0433'DESCRIPTION FOR THE STATION IS STILL ADEQUATE.
 PL0433'
 PL0433'THE STATION IS A STANDARD CGS DISK STAMPED--BALD HILL 1932--, SET IN A
 PL0433'4-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 4 INCHES
 PL0433'ABOVE GROUND.
 PL0433'
 PL0433'THE STATION IS LOCATED 4.694 METERS (15.400 FT) NORTH-NORTHWEST FROM A
 PL0433'METAL WITNESS POST, 5.182 METERS (17.001 FT) NORTHEAST FROM A
 PL0433'TWIN-TRUNK OAK TREE AND 9.449 METERS (31.001 FT) WEST FROM A TWIN
 PL0433'TRUNK OAK TREE.
 PL0433'
 PL0433'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BALD HILL NO 1
 PL0433'1932--, SET INTO A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 PL0433'PROJECTS 4 INCHES ABOVE GROUND.
 PL0433'
 PL0433'THE STATION IS LOCATED 6.157 METERS (20.200 FT) SOUTHEAST FROM THE
 PL0433'METAL WITNESS POST, 10.058 METERS (32.999 FT) SOUTH FROM A TWIN
 PL0433'TRUNKED OAK TREE, 9.449 METERS (31.001 FT) NORTHWEST FROM AN OAK TREE
 PL0433'AND 4.572 METERS (15.000 FT) NORTHEAST FROM AN OAK TREE AND LEVEL WITH
 PL0433'THE GROUND.
 PL0433'
 PL0433'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BALD HILL NO 2
 PL0433'1932--, SET INTO A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 PL0433'PROJECTS 4 INCHES ABOVE THE GROUND.
 PL0433'
 PL0433'THE STATION IS LOCATED 10.668 METERS (35.000 FT) WEST-NORTHWEST FROM
 PL0433'THE METAL WITNESS POST, 7.315 METERS (23.999 FT) WEST FROM A TWIN
 PL0433'TRUNKED OAK TREE AND 2.743 METERS (8.999 FT) EAST FROM AN OAK TREE AND
 PL0433'0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 PL0433
 PL0433                          STATION RECOVERY (1990)
 PL0433
 PL0433'RECOVERY NOTE BY US POWER SQUADRON 1990 (NC)
 PL0433'RECOVERED IN GOOD CONDITION.
 PL0433
 PL0433                          STATION RECOVERY (2004)
 PL0433
 PL0433'RECOVERY NOTE BY GEOCACHING 2004 (WGA)
 PL0433'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2405 ***********************************************************************
 ME2405  DESIGNATION -  BALD TOM 2
 ME2405  PID         -  ME2405
 ME2405  STATE/COUNTY-  MI/BERRIEN
 ME2405  COUNTRY     -  US
 ME2405  USGS QUAD   -  BRIDGMAN (2017)
 ME2405
 ME2405                         *CURRENT SURVEY CONTROL
 ME2405  ______________________________________________________________________
 ME2405* NAD 83(1994) POSITION- 41 54 19.43077(N) 086 35 58.70561(W)   ADJUSTED
 ME2405* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 ME2405  ______________________________________________________________________
 ME2405  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 ME2405  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 ME2405  HORZ ORDER      -  FIRST
 ME2405
 ME2405.The horizontal coordinates were established by classical geodetic methods
 ME2405.and adjusted by the National Geodetic Survey in February 1997.
 ME2405
 ME2405.The orthometric height was scaled from a topographic map.
 ME2405
 ME2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2405.GEOID18 height accuracy estimate available here.
 ME2405
 ME2405.Click photographs - Photos may exist for this station.
 ME2405
 ME2405.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2405
 ME2405. The following values were computed from the NAD 83(1994) position.
 ME2405
 ME2405;                    North         East     Units Scale Factor Converg.
 ME2405;SPC MI S     -    47,488.831 3,814,734.788   MT  1.00005175   -1 31 10.6
 ME2405;SPC MI S     -   155,803.25 12,515,534.08   iFT  1.00005175   -1 31 10.6
 ME2405;UTM  16      - 4,639,350.184   533,205.921   MT  0.99961357   +0 16 02.7
 ME2405
 ME2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2405!SPC MI S     -   0.99996692  x   1.00005175  =   1.00001867
 ME2405!UTM  16      -   0.99996692  x   0.99961357  =   0.99958050
 ME2405
 ME2405:                Primary Azimuth Mark                     Grid Az
 ME2405:SPC MI S     -  BALD TOM 2 AZ MK                         181 44 10.6
 ME2405:UTM  16      -  BALD TOM 2 AZ MK                         179 56 57.3
 ME2405
 ME2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3320539350(NAD 83)
 ME2405
 ME2405|---------------------------------------------------------------------|
 ME2405| PID    Reference Object                     Distance      Geod. Az  |
 ME2405|                                                           dddmmss.s |
 ME2405| CM2721 BALD TOM 2 RM 1                      11.089 METERS 07518     |
 ME2405| CM2722 BALD TOM 2 RM 2                                    11600     |
 ME2405| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX.23.1 KM 1615708.1 |
 ME2405| CM2720 BALD TOM 2 AZ MK                                   1801300.0 |
 ME2405| ME2407 THREE OAKS FEATHERBONE CO TANK      APPROX.11.4 KM 1844914.8 |
 ME2405| CM2723 BALD TOM 2 RM 3                       9.970 METERS 22440     |
 ME2405|---------------------------------------------------------------------|
 ME2405
 ME2405                          SUPERSEDED SURVEY CONTROL
 ME2405
 ME2405  NAD 83(1986)-  41 54 19.42970(N)    086 35 58.71266(W) AD(       ) 1
 ME2405  NAD 27      -  41 54 19.26380(N)    086 35 58.64390(W) AD(       ) 1
 ME2405
 ME2405.Superseded values are not recommended for survey control.
 ME2405
 ME2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2405.See file dsdata.pdf to determine how the superseded data were derived.
 ME2405
 ME2405_MARKER: DS = TRIANGULATION STATION DISK
 ME2405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME2405_STAMPING: BALD TOM 2 1932
 ME2405_MARK LOGO: CGS
 ME2405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2405+STABILITY: POSITION/ELEVATION WELL
 ME2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2405+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 ME2405
 ME2405  HISTORY     - Date     Condition        Report By
 ME2405  HISTORY     - 1932     MONUMENTED       CGS
 ME2405  HISTORY     - 1932     GOOD             CGS
 ME2405  HISTORY     - 1980     GOOD             MIDH
 ME2405  HISTORY     - 19910513 GOOD             NOS
 ME2405
 ME2405                          STATION DESCRIPTION
 ME2405
 ME2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 ME2405'ABOUT 3-1/2 MILES SOUTHWEST OF BRIDGMAN, 3.5 MILES NORTHWEST OF NEW
 ME2405'TROY, 0.5 MILE FROM SHORE OF LAEH MICHIGAN, 0.5 MILE NORTHWEST OF U.S.
 ME2405'ROUTE 12, ON HIGHEST DUNE IN VICINITY KNOWN AS BALD TOM AND TOWER
 ME2405'HILL, ON EASTERLY END OF HIGHEST RIDGE OF DUNE, ALMOST IN LINE WITH
 ME2405'MACADAM ROAD COMING NORTH FROM SAWYER AND CROSSING U.S. ROUTE 12
 ME2405'OBLIQUELY JUST SOUTH OF STATION, AND 15 FEET SOUTHWEST OF BRUSHY KNOLL
 ME2405'WHICH IS HIGHEST POINT OF DUNE.
 ME2405'
 ME2405'TO REACH FROM BRIDGMAN, GO SOUTH 2.8 MILES ON U.S. ROUTE 12 TO SAW
 ME2405'BRIDGE LUNCH SHOPPE, GO ACROSS FIELD TO NORTHWEST OF LUNCH SHOPPE
 ME2405'ABOUT 200 YARDS TO MOUTH OF LARGE COVERED DITCH, AND (END OF TRUCK
 ME2405'TRAVEL), CROSS DITCH, CLIMB SMALL STEEP SAND RIDGE TO RIGHT, AND
 ME2405'FOLLOW UP ALONG CREST ABOUT 500 YARDS TO TOP OF DUNE AND STATION SITE.
 ME2405'
 ME2405'MARKED BY STANDARD STATION DISK CEMENTED IN TOP OF 11-FOOT SECTION OF
 ME2405'3-INCH PIPE SUNK 9 FEET INTO GROUND AND ANCHORED IN 2 FEET OF
 ME2405'CONCRETE.
 ME2405'
 ME2405'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN TILE AND CONCRETE,
 ME2405'JUST OFF CREST TO EAST OF STATION, ON TRAIL, AND 36.38 FEET FROM
 ME2405'STATION N 75 DEG 18 MIN E.
 ME2405'
 ME2405'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 ME2405'PROJECTING 3 INCHES, 52.7 FEET NORTHEAST OF NORTHEAST CORNER OF SAW
 ME2405'BRIDGE LUNCH SHOPPE, 46.4 FEET WEST OF ROUTE 12, 8.5 FEET NORTH OF I.
 ME2405'AND M.E. POWER POLE, AND 584.802 METERS (1,918.64 FEET) FROM STATION S
 ME2405'64 DEG E.
 ME2405'
 ME2405'REFERENCE MARK NO. 3 IS STANDARD REFERENCE DISK IN TILE AND CONCRETE,
 ME2405'ON SOUTH SLOPE OF DUNE, JUST OFF CREST, AND 32.71 FEET FROM STATION S
 ME2405'44 DEG 40 MIN W.
 ME2405'
 ME2405'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, PROJECTING 4
 ME2405'INCHES, 26.8 FEET WEST OF WEST EDGE OF U.S. ROUTE 12, 29.1 FEET
 ME2405'SOUTHEAST OF I. AND M.E. POWER POLE, 40.9 FEET RIGHT ANGLE TO CENTER
 ME2405'LINE OF MACADAM CROSSROAD COMING NORTH FROM SAWYER, 120 YARDS
 ME2405'NORTHEAST OF SWEDISH COFFEE CABIN, AND 953.024 METERS (3,126.71 FEET)
 ME2405'FROM STATION S 00 DEG 13 MIN W.  DISTANCE BETWEEN REFERENCE MARK NO. 2
 ME2405'AND AZIMUTH MARK IS 874.802 METERS (2,870.08 FEET).
 ME2405'
 ME2405'AZIMUTH FROM STATION TO NEW CARLISLE, MUNICIPAL WATER TANK, FINIAL
 ME2405'LIGHT IS S 18 DEG 03 MIN E AND TO THREE OAKS, WARREN FEATHERBONE CO.,
 ME2405'WATER TANK, S 04 DEG 21 MIN W. STATION IS IN APPROXIMATE LOCATION OF
 ME2405'STATION BALD TOM (U.S.L.S.) WHICH WAS NOT RECOVERED.  OLD REFERENCE
 ME2405'POST DESCRIBED AS N. 74 DEG 12 MIN E., DISTANT 22.25 METERS (73.0
 ME2405'FEET), WAS RECOVERED IN LEANING POSITION, AND PROBABLY WILL SOON BE
 ME2405'DESTROYED BY EROSION OF HILL.  DUE TO ITS LOCATION, IT WAS NOT
 ME2405'POSSIBLE TO TIE IN TO PRESENT STATION.
 ME2405
 ME2405                          STATION RECOVERY (1932)
 ME2405
 ME2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 ME2405'RECOVERED IN GOOD CONDITION.
 ME2405
 ME2405                          STATION RECOVERY (1980)
 ME2405
 ME2405'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 ME2405'STATION BALD TOM 2 LOCATED IN SAND DUNE, STATION APPEARS TO BE IN GOOD
 ME2405'CONDITION
 ME2405'
 ME2405'REFERENCE MARK 1 THE MONUMENT IS STILL PRESENT, BUT THE BRASS
 ME2405'MARKER HAS BEEN STOLEN.
 ME2405'
 ME2405'REFERENCE MARK 2 WAS FOUND BUT HAS BEEN SEVERELY MOVED YET STILL
 ME2405'IN THE GROUND
 ME2405'
 ME2405'REFERENCE MARK 3 WAS FOUND IT IS STILL COMPLETELY IN GROUND, BUT
 ME2405'HAS SEEMED TO HAVE SUFFERED FROST DAMAGE.
 ME2405'
 ME2405'AZIMUTH MARK IS IN GOOD CONDITION LOCATED AT INTERSECTION OF US 12 AND
 ME2405'WOLCOTT ROAD, 36 FEET S70W OF SOUTHEAST CORNER OF HOUSE, 16 FEET
 ME2405'WEST OF THE WEST EDGE OF US 12, 28 FEET N20E OF A POWER POLE
 ME2405'NUMBERED B463/23 AND 101 FEET FROM A FIRE HYDRANT.
 ME2405
 ME2405                          STATION RECOVERY (1991)
 ME2405
 ME2405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME2405'THE STATION IS LOCATED IN THE WARREN DUNES STATE PARK ON TOP OF TOWER
 ME2405'HILL.
 ME2405'
 ME2405'TO REACH THE STATION FROM THE INTERSECTION OF RED ARROW HWY AND THE
 ME2405'ENTRANCE TO WARREN DUNES STATE PARK, FOLLOW THE PARK ENTRANCE ROAD TO
 ME2405'THE PARKING AREA AT THE BEACH.  IT IS APPROXIMATELY 1.4 MILES TO THE
 ME2405'CENTER OF THREE PARKING AREAS.  THIS ENDS TRUCK TRAVEL. PROCEED BY
 ME2405'FOOT JUST NORTHEAST OF PIKES PEAK ALONG BLOW OUT FOR  APPROXIMATELY
 ME2405'0.3 MILE THEN EAST ALONG STEEP UPHILL TRAIL LEADING TO TOWER HILL FOR
 ME2405'APPROXIMATELY 0.25 MILE TO STATION IN A SMALL CLEARED AREA WHERE 3
 ME2405'TRAILS MEET.
 ME2405'
 ME2405'THE STATION IS A STANDARD CGS DISK STAMPED BALD TOM 2 1932 SET IN THE
 ME2405'TOP OF AN 11 FOOT STEEL POLE DRIVEN 9 FEET INTO THE GROUND. IT SHOULD
 ME2405'BE NOTED THAT VISABILITY TO AND FROM THIS STATION IS LIMITED.  POINT
 ME2405'OF CONTACT- JOE SOUTHWOOD, WARREN DUNES PARK MANAGER.  DESCRIBED BY
 ME2405'ALG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2404 ***********************************************************************
 ME2404  DESIGNATION -  BALD TOM USLS 1874
 ME2404  PID         -  ME2404
 ME2404  STATE/COUNTY-  MI/BERRIEN
 ME2404  COUNTRY     -  US
 ME2404  USGS QUAD   -  BRIDGMAN (2017)
 ME2404
 ME2404                         *CURRENT SURVEY CONTROL
 ME2404  ______________________________________________________________________
 ME2404* NAD 83(1994) POSITION- 41 54 19.36228(N) 086 35 58.89439(W)   ADJUSTED
 ME2404* NAVD 88 ORTHO HEIGHT -   250.3   (meters)      821.    (feet) VERTCON3
 ME2404  ______________________________________________________________________
 ME2404  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 ME2404  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 ME2404  HORZ ORDER      -  FIRST
 ME2404
 ME2404.The horizontal coordinates were established by classical geodetic methods
 ME2404.and adjusted by the National Geodetic Survey in February 1997.
 ME2404
 ME2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2404
 ME2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2404.GEOID18 height accuracy estimate available here.
 ME2404
 ME2404.Click photographs - Photos may exist for this station.
 ME2404
 ME2404.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2404
 ME2404. The following values were computed from the NAD 83(1994) position.
 ME2404
 ME2404;                    North         East     Units Scale Factor Converg.
 ME2404;SPC MI S     -    47,486.834 3,814,730.383   MT  1.00005175   -1 31 10.7
 ME2404;SPC MI S     -   155,796.70 12,515,519.63   iFT  1.00005175   -1 31 10.7
 ME2404;UTM  16      - 4,639,348.052   533,201.581   MT  0.99961356   +0 16 02.5
 ME2404
 ME2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2404!SPC MI S     -   0.99996607  x   1.00005175  =   1.00001782
 ME2404!UTM  16      -   0.99996607  x   0.99961356  =   0.99957965
 ME2404
 ME2404:                Primary Azimuth Mark                     Grid Az
 ME2404:SPC MI S     -  BERTRAND RESET                           128 41 35.6
 ME2404:UTM  16      -  BERTRAND RESET                           126 54 22.4
 ME2404
 ME2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3320139348(NAD 83)
 ME2404
 ME2404|---------------------------------------------------------------------|
 ME2404| PID    Reference Object                     Distance      Geod. Az  |
 ME2404|                                                           dddmmss.s |
 ME2404| ME2267 BERTRAND RESET                      APPROX.23.2 KM 1271024.9 |
 ME2404|---------------------------------------------------------------------|
 ME2404
 ME2404                          SUPERSEDED SURVEY CONTROL
 ME2404
 ME2404  NAD 83(1986)-  41 54 19.35977(N)    086 35 58.89857(W) AD(       ) 1
 ME2404  NAD 27      -  41 54 19.18950(N)    086 35 58.82680(W) AD(       ) 1
 ME2404  USSD        -  41 54 19.28700(N)    086 35 58.66700(W) AD(       ) 3
 ME2404  NGVD 29 (07/19/86)  250.4    (m)          822.     (f) VERT ANG       
 ME2404
 ME2404.Superseded values are not recommended for survey control.
 ME2404
 ME2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2404.See file dsdata.pdf to determine how the superseded data were derived.
 ME2404
 ME2404_MARKER: V = STONE MONUMENT
 ME2404_SETTING: 0 = UNSPECIFIED SETTING
 ME2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2404
 ME2404  HISTORY     - Date     Condition        Report By
 ME2404  HISTORY     - 1874     MONUMENTED       USLS
 ME2404  HISTORY     - 1877     GOOD             COASUR
 ME2404
 ME2404                          STATION DESCRIPTION
 ME2404
 ME2404'DESCRIBED BY COAST SURVEY (CGS) 1877
 ME2404'ABOUT 3.5 MILES SOUTHWEST OF BRIDGMAN, 3.5 MILES NORTHWEST OF NEW
 ME2404'TROY, IN SW 1/4 SEC.
 ME2404'35, T. 6 S., R. 20 W., LAKE TOWNSHIP, ON HIGHEST SAND DUNE IN
 ME2404'VICINITY KNOWN AS BALD TOM AND
 ME2404'TOWER HILL, AND NEAR SITE OF STATION BALD TOM 2.  (SEE
 ME2404'DESCRIPTION THEREOF.) SURFACE AND
 ME2404'UNDERGROUND MARKS ARE STONE POSTS, THE UNDERGROUND
 ME2404'MARK BEING 3 FEET BELOW SURFACE OF GROUND.  REFERENCE
 ME2404'MARKS ARE STONE
 ME2404'POSTS AT FOLLOWING DISTANCES AND BEARINGS FROM STATION- 19.37 METERS
 ME2404'(63.5 FEET), S. 43 DEG 34 MIN
 ME2404'W., 7.56 METERS (24.8 FEET), N. 46 DEG 34 MIN W., AND 22.25 METERS
 ME2404'(73.0 FEET), N. 74 DEG 12 MIN E.  IN 1932 IT
 ME2404'WAS REPORTED THAT STATION COULD NOT BE RECOVERED, AND
 ME2404'THAT REFERENCE POST DESCRIBED AS BEING 22.25
 ME2404'METERS (73.0 FEET) FROM STATION ON
 ME2404'BEARING N. 74 DEG 12 MIN E. WAS FOUND LEANING SLIGHTLY AND
 ME2404'WOULD SOON BE DESTROYED ENTIRELY DUE TO
 ME2404'EROSION OF THE HILL.  BERRIEN COUNTY- SE. CORNER OF SEC. 35 T. 6 S.,
 ME2404'R.  20 W. (U.S.L.S.) IS
 ME2404'1,038.9 METERS (3,408 FEET) FROM STATION ON BEARING S.
 ME2404'52 DEG. 01-1/2 MIN. E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0640 ***********************************************************************
 OK0640  DESIGNATION -  BALDPORT
 OK0640  PID         -  OK0640
 OK0640  STATE/COUNTY-  MI/LAKE
 OK0640  COUNTRY     -  US
 OK0640  USGS QUAD   -  BALDWIN (2017)
 OK0640
 OK0640                         *CURRENT SURVEY CONTROL
 OK0640  ______________________________________________________________________
 OK0640* NAD 83(1994) POSITION- 43 52 32.10861(N) 085 50 42.38264(W)   ADJUSTED
 OK0640* NAD 83(1994) ELLIP HT-   215.266 (meters)        (07/17/02)   ADJUSTED
 OK0640* NAVD 88 ORTHO HEIGHT -   249.075 (meters)      817.17  (feet) ADJUSTED
 OK0640  ______________________________________________________________________
 OK0640  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 OK0640  NAD 83(1994) X  -    333,662.425 (meters)                     COMP
 OK0640  NAD 83(1994) Y  - -4,593,120.210 (meters)                     COMP
 OK0640  NAD 83(1994) Z  -  4,398,286.386 (meters)                     COMP
 OK0640  LAPLACE CORR    -          7.19  (seconds)                    DEFLEC18
 OK0640  DYNAMIC HEIGHT  -        249.033 (meters)      817.04  (feet) COMP
 OK0640  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 OK0640
 OK0640  HORZ ORDER      -  FIRST
 OK0640  VERT ORDER      -  FIRST     CLASS II
 OK0640  ELLP ORDER      -  FOURTH    CLASS I
 OK0640
 OK0640.This mark is at Baldwin Airport (7D3)
 OK0640
 OK0640.The horizontal coordinates were established by GPS observations
 OK0640.and adjusted by the National Geodetic Survey in February 1997.
 OK0640
 OK0640.The orthometric height was determined by differential leveling and
 OK0640.adjusted by the NATIONAL GEODETIC SURVEY
 OK0640.in January 2002.
 OK0640
 OK0640.No vertical observational check was made to the station.
 OK0640
 OK0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0640.GEOID18 height accuracy estimate available here.
 OK0640
 OK0640.Click photographs - Photos may exist for this station.
 OK0640
 OK0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0640
 OK0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0640
 OK0640.The ellipsoidal height was determined by GPS observations
 OK0640.and is referenced to NAD 83.
 OK0640
 OK0640.The dynamic height is computed by dividing the NAVD 88
 OK0640.geopotential number by the normal gravity value computed on the
 OK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0640.degrees latitude (g = 980.6199 gals.).
 OK0640
 OK0640.The modeled gravity was interpolated from observed gravity values.
 OK0640
 OK0640. The following values were computed from the NAD 83(1994) position.
 OK0640
 OK0640;                    North         East     Units Scale Factor Converg.
 OK0640;SPC MI C     -    63,193.190 5,881,168.992   MT  1.00008471   -1 02 39.8
 OK0640;SPC MI C     -   207,326.74 19,295,173.86   iFT  1.00008471   -1 02 39.8
 OK0640;UTM  16      - 4,858,702.751   592,786.100   MT  0.99970589   +0 48 01.8
 OK0640
 OK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0640!SPC MI C     -   0.99996625  x   1.00008471  =   1.00005095
 OK0640!UTM  16      -   0.99996625  x   0.99970589  =   0.99967215
 OK0640
 OK0640:                Primary Azimuth Mark                     Grid Az
 OK0640:SPC MI C     -  BALDPORT AZ MK                           094 51 24.9
 OK0640:UTM  16      -  BALDPORT AZ MK                           093 00 43.3
 OK0640
 OK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9278658702(NAD 83)
 OK0640
 OK0640|---------------------------------------------------------------------|
 OK0640| PID    Reference Object                     Distance      Geod. Az  |
 OK0640|                                                           dddmmss.s |
 OK0640| OK0641 BALDPORT AZ MK                      APPROX. 1.0 KM 0934845.1 |
 OK0640|---------------------------------------------------------------------|
 OK0640
 OK0640                          SUPERSEDED SURVEY CONTROL
 OK0640
 OK0640  ELLIP H (02/03/97)  215.307  (m)                       GP(       ) 4 1
 OK0640  NAD 83(1986)-  43 52 32.10866(N)    085 50 42.39279(W) AD(       ) 1
 OK0640  NAD 83(1986)-  43 52 32.10423(N)    085 50 42.39245(W) AD(       ) 3
 OK0640  NAVD 88 (09/30/91)  249.1    (m)  UNKNOWN  model used  GPS OBS        
 OK0640  NGVD 29 (03/27/91)  250.0    (m)  OSU 89B  model used  GPS OBS        
 OK0640
 OK0640.Superseded values are not recommended for survey control.
 OK0640
 OK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0640.See file dsdata.pdf to determine how the superseded data were derived.
 OK0640
 OK0640_MARKER: I = METAL ROD
 OK0640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0640_STAMPING: BALDPORT 1989
 OK0640_MARK LOGO: NGS
 OK0640_PROJECTION: FLUSH
 OK0640_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0640+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0640_ROD/PIPE-DEPTH: 15.8 meters
 OK0640_SLEEVE-DEPTH  : 0.9 meters
 OK0640
 OK0640  HISTORY     - Date     Condition        Report By
 OK0640  HISTORY     - 1989     MONUMENTED       NGS
 OK0640  HISTORY     - 19921110 GOOD             NGS
 OK0640  HISTORY     - 19990930 GOOD             USPSQD
 OK0640  HISTORY     - 20031011 GOOD             USPSQD
 OK0640
 OK0640                          STATION DESCRIPTION
 OK0640
 OK0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0640'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF BALDWIN, AT THE
 OK0640'BALDWIN MUNICIPAL AIRPORT, ALONG THE NORTH EDGE AND NEAR THE WEST END
 OK0640'OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF BALDWIN, C/O AIRPORT MANAGER
 OK0640'JAMES ROCK, VILLAGE HALL, BALDWIN MI 49304.  PHONE IS (616) 745-4511
 OK0640'OR HOME (616) 745-7453.
 OK0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 37 IN
 OK0640'BALDWIN, GO SOUTH FOR 2.7 KM (1.70 MI) ON HIGHWAY 37 TO A PAVED ROAD
 OK0640'LEFT.  TURN LEFT AND GO EAST THEN NORTHEAST FOR 0.3 KM (0.20 MI) ON
 OK0640'THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OK0640'SOUTHEAST FOR 30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO
 OK0640'THE PAVED APRON.  CONTINUE SOUTHEAST THEN SOUTH FOR 0.3 KM (0.20 MI)
 OK0640'ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 OK0640'LEFT, JUST BEFORE THE PAVED RUNWAY.
 OK0640'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0640'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 15.8 METERS IN A
 OK0640'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0640'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0640'LOCATED 55.3 M (181.4 FT) EAST FROM THE CURVING EAST EDGE OF THE
 OK0640'CONNECTING TAXIWAY, 17.9 M (58.7 FT) NORTHEAST FROM THE JUNCTION OF
 OK0640'THE PAVED RUNWAY AND THE ANGLING EAST EDGE OF A PAVED TURN-AROUND,
 OK0640'12.4 M (40.7 FT) NORTH FROM THE NORTH EDGE OF THE PAVED RUNWAY AND 0.7
 OK0640'M (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
 OK0640'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0640'NOTE-AIRPORT IS UNATTENDED, AIRPORT MANAGER CAN BE FOUND AT THE
 OK0640'BALDWIN TRUE VALUE HARDWARE STORE IN SOUTH BALDWIN.
 OK0640'NOTE-GATE IS LOCKED, CALL IN ADVANCE OF SURVEY.
 OK0640'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0640
 OK0640                          STATION RECOVERY (1992)
 OK0640
 OK0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0640'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 OK0640'IN BALDWIN, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE BALDWIN
 OK0640'MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY
 OK0640'ALONG AN APRON AND A TAXIWAY, 64.4 M (211.3 FT) EAST OF THE CENTERLINE
 OK0640'OF THE TAXIWAY, 24.2 M (79.4 FT) NORTH OF THE CENTERLINE OF A RUNWAY,
 OK0640'1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 OK0640'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OK0640'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OK0640'FOR A CLASS A MARK. THE MARK IS ON PROPERTY OWNED BY THE BALDWIN
 OK0640'MUNICIPAL AIRPORT, CONTACT--JIM ROCK--AIRPORT MANAGER, 384 MICHIGAN
 OK0640'AVENUE, BALDWIN, MI 49304, TELEPHONE NUMBER (616) 748-4511.
 OK0640
 OK0640                          STATION RECOVERY (1999)
 OK0640
 OK0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0640'RECOVERED IN GOOD CONDITION.
 OK0640
 OK0640                          STATION RECOVERY (2003)
 OK0640
 OK0640'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0641 ***********************************************************************
 OK0641  DESIGNATION -  BALDPORT AZ MK
 OK0641  PID         -  OK0641
 OK0641  STATE/COUNTY-  MI/LAKE
 OK0641  COUNTRY     -  US
 OK0641  USGS QUAD   -  MARLBOROUGH (2017)
 OK0641
 OK0641                         *CURRENT SURVEY CONTROL
 OK0641  ______________________________________________________________________
 OK0641* NAD 83(1994) POSITION- 43 52 29.91975(N) 085 49 57.02765(W)   NO CHECK
 OK0641* NAD 83(1994) ELLIP HT-   217.893 (meters)        (07/17/02)   NO CHECK
 OK0641* NAVD 88 ORTHO HEIGHT -   251.655 (meters)      825.64  (feet) ADJUSTED
 OK0641  ______________________________________________________________________
 OK0641  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 OK0641  NAD 83(1994) X  -    334,675.925 (meters)                     COMP
 OK0641  NAD 83(1994) Y  - -4,593,095.320 (meters)                     COMP
 OK0641  NAD 83(1994) Z  -  4,398,239.507 (meters)                     COMP
 OK0641  LAPLACE CORR    -          7.29  (seconds)                    DEFLEC18
 OK0641  DYNAMIC HEIGHT  -        251.613 (meters)      825.50  (feet) COMP
 OK0641  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 OK0641
 OK0641  HORZ ORDER      -  FIRST
 OK0641  VERT ORDER      -  FIRST     CLASS II
 OK0641  ELLP ORDER      -  FOURTH    CLASS I
 OK0641
 OK0641.This mark is at Baldwin Airport (7D3)
 OK0641
 OK0641.The horizontal coordinates were established by GPS observations
 OK0641.and adjusted by the National Geodetic Survey in February 1997.
 OK0641
 OK0641.No horizontal observational check was made to the station.
 OK0641
 OK0641.The orthometric height was determined by differential leveling and
 OK0641.adjusted by the NATIONAL GEODETIC SURVEY
 OK0641.in January 2002.
 OK0641
 OK0641.No vertical observational check was made to the station.
 OK0641
 OK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0641.GEOID18 height accuracy estimate available here.
 OK0641
 OK0641.Click photographs - Photos may exist for this station.
 OK0641
 OK0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0641
 OK0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0641
 OK0641.The ellipsoidal height was determined by GPS observations
 OK0641.and is referenced to NAD 83.
 OK0641
 OK0641.The dynamic height is computed by dividing the NAVD 88
 OK0641.geopotential number by the normal gravity value computed on the
 OK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0641.degrees latitude (g = 980.6199 gals.).
 OK0641
 OK0641.The modeled gravity was interpolated from observed gravity values.
 OK0641
 OK0641. The following values were computed from the NAD 83(1994) position.
 OK0641
 OK0641;                    North         East     Units Scale Factor Converg.
 OK0641;SPC MI C     -    63,107.259 5,882,180.285   MT  1.00008491   -1 02 07.7
 OK0641;SPC MI C     -   207,044.81 19,298,491.75   iFT  1.00008491   -1 02 07.7
 OK0641;UTM  16      - 4,858,649.441   593,799.253   MT  0.99970821   +0 48 33.2
 OK0641
 OK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0641!SPC MI C     -   0.99996583  x   1.00008491  =   1.00005074
 OK0641!UTM  16      -   0.99996583  x   0.99970821  =   0.99967405
 OK0641
 OK0641:                Primary Azimuth Mark                     Grid Az
 OK0641:SPC MI C     -  BALDPORT                                 274 51 24.2
 OK0641:UTM  16      -  BALDPORT                                 273 00 43.3
 OK0641
 OK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9379958649(NAD 83)
 OK0641
 OK0641|---------------------------------------------------------------------|
 OK0641| PID    Reference Object                     Distance      Geod. Az  |
 OK0641|                                                           dddmmss.s |
 OK0641| OK0640 BALDPORT                            APPROX. 1.0 KM 2734916.5 |
 OK0641|---------------------------------------------------------------------|
 OK0641
 OK0641                          SUPERSEDED SURVEY CONTROL
 OK0641
 OK0641  ELLIP H (02/03/97)  217.932  (m)                       GP(       ) 4 1
 OK0641  NAD 83(1986)-  43 52 29.91980(N)    085 49 57.03770(W) AD(       ) 1
 OK0641  NAD 83(1986)-  43 52 29.91359(N)    085 49 57.03412(W) AD(       ) 3
 OK0641  NAVD 88 (09/30/91)  252.     (m)  UNKNOWN  model used  GPS OBS        
 OK0641  NGVD 29 (03/27/91)  252.5    (m)  OSU 89B  model used  GPS OBS        
 OK0641
 OK0641.Superseded values are not recommended for survey control.
 OK0641
 OK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0641.See file dsdata.pdf to determine how the superseded data were derived.
 OK0641
 OK0641_MARKER: I = METAL ROD
 OK0641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0641_STAMPING: BALDPORT AZ MK 1989
 OK0641_MARK LOGO: NGS
 OK0641_PROJECTION: FLUSH
 OK0641_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0641+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0641_ROD/PIPE-DEPTH: 13.4 meters
 OK0641_SLEEVE-DEPTH  : 0.9 meters
 OK0641
 OK0641  HISTORY     - Date     Condition        Report By
 OK0641  HISTORY     - 1989     MONUMENTED       NGS
 OK0641  HISTORY     - 19921110 GOOD             NGS
 OK0641  HISTORY     - 19990930 GOOD             USPSQD
 OK0641  HISTORY     - 20031011 GOOD             USPSQD
 OK0641
 OK0641                          STATION DESCRIPTION
 OK0641
 OK0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0641'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF BALDWIN, AT THE
 OK0641'BALDWIN MUNICIPAL AIRPORT, ALONG THE NORTH EDGE AND NEAR THE EAST END
 OK0641'OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF BALDWIN, C/O AIRPORT MANAGER
 OK0641'JAMES ROCK, VILLAGE HALL, BALDWIN MI 49304.  PHONE IS (616) 745-4511
 OK0641'OR HOME (616) 745-7453.
 OK0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 OK0641'HIGHWAY 37 IN BALDWIN, GO SOUTH FOR 2.7 KM (1.70 MI) ON HIGHWAY 37 TO
 OK0641'A PAVED ROAD LEFT.  TURN LEFT AND GO EAST THEN NORTHEAST FOR 0.3 KM
 OK0641'(0.20 MI) ON THE AIRPORT ENTRACE ROAD TO A PAVED ROAD RIGHT.  TURN
 OK0641'RIGHT AND GO SOUTHEAST FOR 30 METERS, PASSING THROUGH A GATE, ON A
 OK0641'PAVED ROAD TO THE PAVED APRON.  CONTINUE SOUTHEAST THEN SOUTH FOR 0.3
 OK0641'KM (0.20 MI) ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO THE
 OK0641'PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 1.0 KM (0.60 MI) ON THE
 OK0641'RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE THE EAST END OF THE
 OK0641'RUNWAY.
 OK0641'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0641'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 OK0641'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0641'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0641'LOCATED 29.1 M (95.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 OK0641'PAVED TURN AROUND, 20.4 M (66.9 FT) NORTHWEST FROM THE JUNCTION OF THE
 OK0641'NORTH EDGE OF THE RUNWAY AND THE SOUTHWEST CORNER OF A PAVED
 OK0641'TURN-AROUND AND 14.5 M (47.6 FT) NORTH FROM THE NORTH EDGE OF THE
 OK0641'RUNWAY.
 OK0641'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0641'NOTE-THE AIRPORT IS UNATTENDED, THE MANAGER CAN BE FOUND AT THE
 OK0641'BALDWIN TRUE VALUE HARDWARE STORE IN SOUTH BALDWIN.
 OK0641'NOTE-GATE IS LOCKED CALL IN ADVANCE OF SURVEY.
 OK0641'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0641
 OK0641                          STATION RECOVERY (1992)
 OK0641
 OK0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0641'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 OK0641'IN BALDWIN, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE BALDWIN
 OK0641'MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY
 OK0641'ALONG AN APRON AND A TAXIWAY, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A
 OK0641'RUNWAY, 73.4 M (240.8 FT) WEST OF THE EAST END OF THE PAVED RUNWAY,
 OK0641'24.8 M (81.4 FT) NORTH OF THE RUNWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH
 OK0641'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.
 OK0641'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 OK0641'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 OK0641'MARK IS ON PROPERTY OWNED BY THE BALDWIN MUNICIPAL AIRPORT,
 OK0641'CONTACT--JIM ROCK--AIRPORT MAMAGER, 384 MICHIGAN AVENUE, BALDWIN, MI
 OK0641'49304, TELEPHONE NUMBER (616) 745-4511.
 OK0641
 OK0641                          STATION RECOVERY (1999)
 OK0641
 OK0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0641'RECOVERED IN GOOD CONDITION.
 OK0641
 OK0641                          STATION RECOVERY (2003)
 OK0641
 OK0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0632 ***********************************************************************
 OK0632  DESIGNATION -  BALDWIN DNR RADIO MAST
 OK0632  PID         -  OK0632
 OK0632  STATE/COUNTY-  MI/LAKE
 OK0632  COUNTRY     -  US
 OK0632  USGS QUAD   -  BALDWIN (2017)
 OK0632
 OK0632                         *CURRENT SURVEY CONTROL
 OK0632  ______________________________________________________________________
 OK0632* NAD 83(1994) POSITION- 43 58 55.60969(N) 085 50 21.79230(W)   ADJUSTED
 OK0632* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 OK0632  ______________________________________________________________________
 OK0632  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 OK0632  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 OK0632  HORZ ORDER      -  THIRD
 OK0632
 OK0632.The horizontal coordinates were established by classical geodetic methods
 OK0632.and adjusted by the National Geodetic Survey in February 1997.
 OK0632
 OK0632.The orthometric height was scaled from a topographic map.
 OK0632
 OK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0632.GEOID18 height accuracy estimate available here.
 OK0632
 OK0632.Click photographs - Photos may exist for this station.
 OK0632
 OK0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0632
 OK0632. The following values were computed from the NAD 83(1994) position.
 OK0632
 OK0632;                    North         East     Units Scale Factor Converg.
 OK0632;SPC MI C     -    75,020.108 5,881,843.576   MT  1.00005219   -1 02 25.2
 OK0632;SPC MI C     -   246,128.96 19,297,387.06   iFT  1.00005219   -1 02 25.2
 OK0632;UTM  16      - 4,870,540.974   593,079.322   MT  0.99970656   +0 48 21.7
 OK0632
 OK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0632!SPC MI C     -   0.99994793  x   1.00005219  =   1.00000012
 OK0632!UTM  16      -   0.99994793  x   0.99970656  =   0.99965450
 OK0632
 OK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9307970540(NAD 83)
 OK0632
 OK0632                          SUPERSEDED SURVEY CONTROL
 OK0632
 OK0632  NAD 83(1986)-  43 58 55.61082(N)    085 50 21.79666(W) AD(       ) 3
 OK0632  NAD 27      -  43 58 55.57266(N)    085 50 21.56880(W) AD(       ) 3
 OK0632
 OK0632.Superseded values are not recommended for survey control.
 OK0632
 OK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0632.See file dsdata.pdf to determine how the superseded data were derived.
 OK0632
 OK0632_MARKER: 42 = RADIO/TV MAST
 OK0632
 OK0632  HISTORY     - Date     Condition        Report By
 OK0632  HISTORY     - 1980     FIRST OBSERVED   NGS
 OK0632  HISTORY     - 19991007 GOOD             USPSQD
 OK0632  HISTORY     - 20040424 GOOD             USPSQD
 OK0632
 OK0632                          STATION DESCRIPTION
 OK0632
 OK0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 OK0632'THE STATION, BALDWIN DEPARTMENT OF NATURAL RESOURCES RADIO
 OK0632'MAST, IS THE LIGHT TOP CENTER.  IT IS A TRUSS-WORK, GUYED
 OK0632'MAST, PAINTED ALTERNATE ORANGE AND WHITE, AND IS
 OK0632'61 METERS (200 FEET) IN HEIGHT.
 OK0632'
 OK0632'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTH OF
 OK0632'BALDWIN, 8.0 KM (5 MI) SOUTHEAST OF PEACOCK, 0.2 KM (0.15 MI)
 OK0632'EAST OF STATE HIGHWAY 37, AND IS OWNED BY THE MICHIGAN
 OK0632'DEPARTMENT OF NATURAL RESOURCES.
 OK0632'
 OK0632'DESCRIBED BY R.L. ZURFLUH.
 OK0632
 OK0632                          STATION RECOVERY (1999)
 OK0632
 OK0632'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0632'RECOVERED IN GOOD CONDITION.
 OK0632
 OK0632                          STATION RECOVERY (2004)
 OK0632
 OK0632'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0618 ***********************************************************************
 OK0618  DESIGNATION -  BALLARDS
 OK0618  PID         -  OK0618
 OK0618  STATE/COUNTY-  MI/KENT
 OK0618  COUNTRY     -  US
 OK0618  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0618
 OK0618                         *CURRENT SURVEY CONTROL
 OK0618  ______________________________________________________________________
 OK0618* NAD 83(1994) POSITION- 43 06 56.06420(N) 085 43 18.87729(W)   ADJUSTED
 OK0618* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 OK0618  ______________________________________________________________________
 OK0618  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 OK0618  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 OK0618  HORZ ORDER      -  FIRST
 OK0618
 OK0618.The horizontal coordinates were established by classical geodetic methods
 OK0618.and adjusted by the National Geodetic Survey in February 1997.
 OK0618
 OK0618.The orthometric height was scaled from a topographic map.
 OK0618
 OK0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0618.GEOID18 height accuracy estimate available here.
 OK0618
 OK0618.Click photographs - Photos may exist for this station.
 OK0618
 OK0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0618
 OK0618. The following values were computed from the NAD 83(1994) position.
 OK0618
 OK0618;                    North         East     Units Scale Factor Converg.
 OK0618;SPC MI S     -   180,342.569 3,889,713.607   MT  0.99991496   -0 55 20.2
 OK0618;SPC MI S     -   591,675.10 12,761,527.58   iFT  0.99991496   -0 55 20.2
 OK0618;UTM  16      - 4,774,441.870   603,980.099   MT  0.99973300   +0 52 25.0
 OK0618
 OK0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0618!SPC MI S     -   0.99995793  x   0.99991496  =   0.99987289
 OK0618!UTM  16      -   0.99995793  x   0.99973300  =   0.99969094
 OK0618
 OK0618:                Primary Azimuth Mark                     Grid Az
 OK0618:SPC MI S     -  GRAND RAPIDS BLACK WATER TANK            185 35 23.9
 OK0618:UTM  16      -  GRAND RAPIDS BLACK WATER TANK            183 47 38.7
 OK0618
 OK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0398074441(NAD 83)
 OK0618
 OK0618|---------------------------------------------------------------------|
 OK0618| PID    Reference Object                     Distance      Geod. Az  |
 OK0618|                                                           dddmmss.s |
 OK0618| OK0616 CEDAR SPRINGS WATER TANK            APPROX.18.4 KM 0482417.0 |
 OK0618| CH0897 CHURCH SPIRE                                       0790018.0 |
 OK0618| CH0773 BALLARDS RM 1                                      09027     |
 OK0618| NF1646 GRAND RAPIDS NATL BANK DOME         APPROX.17.1 KM 1660353.3 |
 OK0618| NF1644 GRAND RAPIDS BLACK WATER TANK       APPROX.14.1 KM 1844003.7 |
 OK0618| CH0774 BALLARDS RM 2                                      35959     |
 OK0618|---------------------------------------------------------------------|
 OK0618
 OK0618                          SUPERSEDED SURVEY CONTROL
 OK0618
 OK0618  NAD 83(1986)-  43 06 56.06488(N)    085 43 18.88883(W) AD(       ) 1
 OK0618  NAD 27      -  43 06 55.98200(N)    085 43 18.75000(W) AD(       ) 1
 OK0618
 OK0618.Superseded values are not recommended for survey control.
 OK0618
 OK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0618.See file dsdata.pdf to determine how the superseded data were derived.
 OK0618
 OK0618_MARKER: DS = TRIANGULATION STATION DISK
 OK0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0618_STAMPING: BALLARDS 1931
 OK0618_MARK LOGO: CGS
 OK0618_PROJECTION: RECESSED 30 CENTIMETERS
 OK0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0618+STABILITY: SURFACE MOTION
 OK0618
 OK0618  HISTORY     - Date     Condition        Report By
 OK0618  HISTORY     - 1931     MONUMENTED       CGS
 OK0618  HISTORY     - 1934     GOOD             CGS
 OK0618  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OK0618
 OK0618                          STATION DESCRIPTION
 OK0618
 OK0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CDM)
 OK0618'ABOUT 3 MILES SOUTH AND 1 MILE WEST OF SPARTA, ABOUT 0.2 MILE
 OK0618'SOUTHWEST OF NORTHEAST CORNER OF NW 1/4 SEC. 3, T8N, R12W, IN CENTER
 OK0618'OF APPLE ORCHARD, 8 METERS (26 FEET) WEST OF CENTERLINE OF DIM
 OK0618'NORTH-AND-SOUTH WAGON ROAD THROUGH ORCHARD, 48.8 METERS (160 FEET)
 OK0618'WEST OF NORTH-AND-SOUTH WIRE FENCE BETWEEN TWO ORCHARDS, 38.4 METERS
 OK0618'(126 FEET) EAST-NORTHEAST OF T-INTERSECTION OF TWO FARM ROADS, AND
 OK0618'87.8 METERS (288 FEET) SOUTH OF EAST-AND-WEST CORRAL FENCE.
 OK0618'
 OK0618'TO REACH FROM SPARTA, GO 1-1/2 BLOCKS WEST FROM POST OFFICE AND TURN
 OK0618'LEFT (SOUTH) ONTO ASPHALT ROUTE M-37, CONTINUE SOUTH 2.9 MILES AND
 OK0618'KEEP GRAVEL ROAD STRAIGHT SOUTH WHERE MAIN ASPHALT ROAD TURNS LEFT,
 OK0618'PROCEED ABOUT 200 FEET AND TURN RIGHT AT T-ROAD (CHURCH IN NORTHWEST
 OK0618'ANGLE), AND FOLLOW GRAVEL ROAD 0.5 MILE (150 YARDS BEYOND JOGGED
 OK0618'CROSSROADS).
 OK0618'
 OK0618'THE STATION IS ABOUT 300 FEET SOUTH OF MISS ELSIE FIELDS HOUSE (FIRST
 OK0618'ONE ON SOUTH SIDE OF ROAD BEYOND JOGGED CROSSROADS) ON HIGHEST GROUND
 OK0618'IN APPLE ORCHARD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 OK0618'DISKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 1 FOOT BELOW
 OK0618'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 OK0618'CONCRETE, NOTE 11A.
 OK0618'
 OK0618'NO. 1 IS IN NORTH-AND-SOUTH WIRE FENCE LINE BETWEEN TWO APPLE
 OK0618'ORCHARDS, AND 48.74 METERS (287.9 FEET) FROM STATION IN AZIMUTH 270
 OK0618'DEG 28 MIN.
 OK0618'
 OK0618'NO. 2 IS 2 FEET SOUTH OF EAST-AND-WEST CORRAL FENCE, 19.0 METERS
 OK0618'(62 FEET) WEST OF CENTERLINE OF DIM ROAD AT GATE LEADING INTO ORCHARD
 OK0618'FROM MAIN HIGHWAY, AND 87.78 METERS (287.9 FEET) FROM STATION IN
 OK0618'AZIMUTH 178 DEG 59 MIN.
 OK0618
 OK0618                          STATION RECOVERY (1980)
 OK0618
 OK0618'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0618'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1240 ***********************************************************************
 NF1240  DESIGNATION -  BANCROFT WATER TANK
 NF1240  PID         -  NF1240
 NF1240  STATE/COUNTY-  MI/SHIAWASSEE
 NF1240  COUNTRY     -  US
 NF1240  USGS QUAD   -  CORUNNA (2017)
 NF1240
 NF1240                         *CURRENT SURVEY CONTROL
 NF1240  ______________________________________________________________________
 NF1240* NAD 83(1994) POSITION- 42 52 31.64330(N) 084 03 50.09236(W)   ADJUSTED
 NF1240  ______________________________________________________________________
 NF1240  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 NF1240  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 NF1240  HORZ ORDER      -  THIRD
 NF1240
 NF1240.The horizontal coordinates were established by classical geodetic methods
 NF1240.and adjusted by the National Geodetic Survey in February 1997.
 NF1240
 NF1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1240.GEOID18 height accuracy estimate available here.
 NF1240
 NF1240.Click photographs - Photos may exist for this station.
 NF1240
 NF1240.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1240
 NF1240. The following values were computed from the NAD 83(1994) position.
 NF1240
 NF1240;                    North         East     Units Scale Factor Converg.
 NF1240;SPC MI S     -   152,826.579 4,024,734.146   MT  0.99990689   +0 12 21.7
 NF1240;SPC MI S     -   501,399.54 13,204,508.35   iFT  0.99990689   +0 12 21.7
 NF1240;UTM  16      - 4,751,167.175   739,806.208   MT  1.00030753   +1 59 55.3
 NF1240;UTM  17      - 4,751,539.497   249,752.556   MT  1.00037049   -2 05 08.8
 NF1240
 NF1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3980651167(NAD 83)
 NF1240
 NF1240                          SUPERSEDED SURVEY CONTROL
 NF1240
 NF1240  NAD 83(1986)-  42 52 31.64194(N)    084 03 50.11328(W) AD(       ) 3
 NF1240  NAD 27      -  42 52 31.52257(N)    084 03 50.24096(W) AD(       ) 3
 NF1240
 NF1240.Superseded values are not recommended for survey control.
 NF1240
 NF1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1240.See file dsdata.pdf to determine how the superseded data were derived.
 NF1240
 NF1240_MARKER: 53 = ELEVATED TANK
 NF1240
 NF1240  HISTORY     - Date     Condition        Report By
 NF1240  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1240  HISTORY     - 1976     GOOD             NGS
 NF1240  HISTORY     - 19940825 GOOD             USPSQD
 NF1240
 NF1240                          STATION DESCRIPTION
 NF1240
 NF1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1240'THE STATION IS THE BALL ATOP AND CENTERED OF THE BANCROFT WATER TANK
 NF1240'1932.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND
 NF1240'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK LEGS.  IT IS SILVER
 NF1240'IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1240'
 NF1240'LOCATED IN THE CENTER OF BANCROFT, ON THE WEST SIDE OF THE FIRE
 NF1240'STATION, 100 FEET WEST OF THE CENTER LINE OF BEACH STREET, AND 55
 NF1240'FEET SOUTH OF THE CENTER LINE OF WARREN STREET.
 NF1240
 NF1240                          STATION RECOVERY (1994)
 NF1240
 NF1240'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0731 ***********************************************************************
 NG0731  DESIGNATION -  BANGOR
 NG0731  PID         -  NG0731
 NG0731  STATE/COUNTY-  MI/VAN BUREN
 NG0731  COUNTRY     -  US
 NG0731  USGS QUAD   -  BANGOR (2017)
 NG0731
 NG0731                         *CURRENT SURVEY CONTROL
 NG0731  ______________________________________________________________________
 NG0731* NAD 83(1994) POSITION- 42 19 12.83866(N) 086 05 19.99768(W)   ADJUSTED
 NG0731* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 NG0731  ______________________________________________________________________
 NG0731  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 NG0731  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 NG0731  HORZ ORDER      -  FIRST
 NG0731
 NG0731.The horizontal coordinates were established by classical geodetic methods
 NG0731.and adjusted by the National Geodetic Survey in February 1997.
 NG0731
 NG0731.The orthometric height was scaled from a topographic map.
 NG0731
 NG0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0731.GEOID18 height accuracy estimate available here.
 NG0731
 NG0731.Click photographs - Photos may exist for this station.
 NG0731
 NG0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0731
 NG0731. The following values were computed from the NAD 83(1994) position.
 NG0731
 NG0731;                    North         East     Units Scale Factor Converg.
 NG0731;SPC MI S     -    92,561.815 3,858,046.544   MT  0.99995514   -1 10 19.3
 NG0731;SPC MI S     -   303,680.50 12,657,633.02   iFT  0.99995514   -1 10 19.3
 NG0731;UTM  16      - 4,685,734.236   575,076.905   MT  0.99966935   +0 36 48.4
 NG0731
 NG0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0731!SPC MI S     -   0.99996680  x   0.99995514  =   0.99992194
 NG0731!UTM  16      -   0.99996680  x   0.99966935  =   0.99963616
 NG0731
 NG0731:                Primary Azimuth Mark                     Grid Az
 NG0731:SPC MI S     -  BANGOR AZ MK                             136 08 02.0
 NG0731:UTM  16      -  BANGOR AZ MK                             134 20 54.3
 NG0731
 NG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7507685734(NAD 83)
 NG0731
 NG0731|---------------------------------------------------------------------|
 NG0731| PID    Reference Object                     Distance      Geod. Az  |
 NG0731|                                                           dddmmss.s |
 NG0731| CH0775 BANGOR AZ MK                                       1345742.7 |
 NG0731| CH0776 BANGOR RM 1                           7.542 METERS 20400     |
 NG0731| NG0730 BANGOR MUNICIPAL TANK               APPROX. 1.9 KM 2483230.5 |
 NG0731| CH0777 BANGOR RM 2                           6.878 METERS 31557     |
 NG0731|---------------------------------------------------------------------|
 NG0731
 NG0731                          SUPERSEDED SURVEY CONTROL
 NG0731
 NG0731  NAD 83(1986)-  42 19 12.83931(N)    086 05 20.01124(W) AD(       ) 1
 NG0731  NAD 27      -  42 19 12.70800(N)    086 05 19.91800(W) AD(       ) 1
 NG0731
 NG0731.Superseded values are not recommended for survey control.
 NG0731
 NG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0731.See file dsdata.pdf to determine how the superseded data were derived.
 NG0731
 NG0731_MARKER: DS = TRIANGULATION STATION DISK
 NG0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0731_STAMPING: BANGOR 1932
 NG0731_MARK LOGO: CGS
 NG0731_PROJECTION: RECESSED 30 CENTIMETERS
 NG0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0731+STABILITY: SURFACE MOTION
 NG0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0731+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 NG0731
 NG0731  HISTORY     - Date     Condition        Report By
 NG0731  HISTORY     - 1932     MONUMENTED       CGS
 NG0731  HISTORY     - 1934     GOOD             CGS
 NG0731  HISTORY     - 1983     GOOD             USPSQD
 NG0731  HISTORY     - 19910513 SEE DESCRIPTION  NOS
 NG0731
 NG0731                          STATION DESCRIPTION
 NG0731
 NG0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0731'ABOUT 1-1/2 MILES NORTHEAST OF BANGOR, IN SW 1/4 SEC. 5, T. 2 S., R.
 NG0731'15 W., ARLINGTON TOWNSHIP, ON LAND OWNED AND OCCUPIED BY FRANK SEELY
 NG0731'WHO LIVES 1/4 MILE SOUTH OF STATION, ON HIGHEST SUMMIT OF HILL IN
 NG0731'ORCHARD, IN LINE WITH NORTH-SOUTH ROW OF APPLE TREES WHICH IS FIRST
 NG0731'ROW EAST OF ROW OF CHERRY TREES, AND ABOUT 20 FEET WEST OF SMALL PEACH
 NG0731'TREE WHICH STANDS ALONE BETWEEN ROWS.
 NG0731'
 NG0731'TO REACH FROM BANGOR, GO NORTH 0.15 MILE FROM POINT WHERE ROUTE M-43
 NG0731'TURNS SOUTH IN BANGOR, TURN EAST ONTO GRAVEL ROAD, GO 1.1 MILES TO
 NG0731'SEELYS HOUSE ON NORTH SIDE OF ROAD, TURN NORTH PAST SEELYS HOUSE, AND
 NG0731'GO BETWEEN ROW OF TREES 1/4 MILE TO STATION SITE AT TOP OF HILL.
 NG0731'
 NG0731'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NG0731'CONCRETE.  UPPER MARK IS 12 INCHES BELOW SURFACE.  REFERENCE AND
 NG0731'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NG0731'
 NG0731'NO. 1 PROJECTS 4 INCHES, AND IS 24.745 METERS (81.18 FEET) FROM
 NG0731'STATION S 24 DEG W.
 NG0731'
 NG0731'NO. 2 PROJECTS 4 INCHES, AND IS 22.567 METERS (74.04 FEET) FROM
 NG0731'STATION N 45 DEG 03 MIN W.
 NG0731'
 NG0731'AZIMUTH MARK PROJECTS 6 INCHES, AND IS 27 FEET SOUTH OF CENTER LINE OF
 NG0731'EAST-WEST SECTION-LINE ROAD, ABOUT 250 FEET SOUTHEAST OF LARGE RED
 NG0731'BARN, 6 INCHES NORTH OF SOUTH RIGHT-OF-WAY FENCE OF ROAD, 0.1 MILE
 NG0731'EAST OF CEMETERY, AND APPROXIMATELY 0.5 MILE FROM STATION S 45 DEG 02
 NG0731'MIN E.  BEARING FROM STATION TO BANGOR, BLACK MUNICIPAL TANK, FINIAL
 NG0731'IS S 8 DEG 33 MIN W.
 NG0731
 NG0731                          STATION RECOVERY (1983)
 NG0731
 NG0731'RECOVERY NOTE BY US POWER SQUADRON 1983 (RDR)
 NG0731'NO 1 RECOVERED GOOD.
 NG0731'
 NG0731'NUMBER 1 IS JUST 35 FEET.  SOUTH OF BANGOR WATER TANK.  STATION
 NG0731'SITE SHOULD BE UNDER THE WATER TANK, TANK SITS ON GROUND.
 NG0731'
 NG0731'AZIMUTH MARK NOT RECOVERED.
 NG0731
 NG0731                          STATION RECOVERY (1991)
 NG0731
 NG0731'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0731'STATION NOT RECOVERED.  ITS POSITION FALLS UNDER A LARGE GREEN METAL
 NG0731'WATER TANK (NON-ELEVATED).  DESCRIBED BY PBW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0286 ***********************************************************************
 NE0286  DESIGNATION -  BANK USLS
 NE0286  PID         -  NE0286
 NE0286  STATE/COUNTY-  MI/ST CLAIR
 NE0286  COUNTRY     -  US
 NE0286  USGS QUAD   -  MARINE CITY OE E (2017)
 NE0286
 NE0286                         *CURRENT SURVEY CONTROL
 NE0286  ______________________________________________________________________
 NE0286* NAD 83(1986) POSITION- 42 42 56.40   (N) 082 29 32.73   (W)   HD_HELD1
 NE0286* NAVD 88 ORTHO HEIGHT -   178.756 (meters)      586.47  (feet) ADJUSTED
 NE0286  ______________________________________________________________________
 NE0286  GEOID HEIGHT    -        -34.992 (meters)                     GEOID18
 NE0286  DYNAMIC HEIGHT  -        178.707 (meters)      586.31  (feet) COMP
 NE0286  MODELED GRAVITY -    980,342.3   (mgal)                       NAVD 88
 NE0286
 NE0286  VERT ORDER      -  FIRST     CLASS 0
 NE0286
 NE0286.The horizontal coordinates were determined by differentially corrected
 NE0286.hand held GPS observations or other comparable positioning techniques
 NE0286.and have an estimated accuracy of +/- 3 meters.
 NE0286
 NE0286.The orthometric height was determined by differential leveling and
 NE0286.adjusted by the NATIONAL GEODETIC SURVEY
 NE0286.in June 1991.
 NE0286
 NE0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0286.GEOID18 height accuracy estimate available here.
 NE0286
 NE0286.Click photographs - Photos may exist for this station.
 NE0286
 NE0286.The dynamic height is computed by dividing the NAVD 88
 NE0286.geopotential number by the normal gravity value computed on the
 NE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0286.degrees latitude (g = 980.6199 gals.).
 NE0286
 NE0286.The modeled gravity was interpolated from observed gravity values.
 NE0286
 NE0286;                    North         East    Units  Estimated Accuracy
 NE0286;SPC MI S     -   136,741.5   4,153,504.0     MT  (+/- 3 meters HH1 GPS) 
 NE0286
 NE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7779430320(NAD 83)
 NE0286
 NE0286                          SUPERSEDED SURVEY CONTROL
 NE0286
 NE0286  NGVD 29 (11/26/84)  178.880  (m)          586.88   (f) ADJUSTED    1 0
 NE0286
 NE0286.Superseded values are not recommended for survey control.
 NE0286
 NE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0286.See file dsdata.pdf to determine how the superseded data were derived.
 NE0286
 NE0286_MARKER: B = BOLT
 NE0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0286_SP_SET: BUILDING
 NE0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0286
 NE0286  HISTORY     - Date     Condition        Report By
 NE0286  HISTORY     - 1929     MONUMENTED       USLS
 NE0286  HISTORY     - 1970     GOOD             USLS
 NE0286  HISTORY     - 1980     GOOD             NGS
 NE0286  HISTORY     - 19990424 GOOD             USPSQD
 NE0286
 NE0286                          STATION DESCRIPTION
 NE0286
 NE0286'DESCRIBED BY US LAKE SURVEY 1970
 NE0286'AT MARINE CITY.
 NE0286'BANK IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0286'NORTH CORNER OF SOUTH WATER AND ST. CLAIR STREETS, ON SOUTH
 NE0286'WATER STREET SIDE OF THE MARINE SAVINGS BANK, ON TOP OF PEDESTAL
 NE0286'OF THE MOST NORTHEASTERLY OF FOUR COLUMNS, 0.3 FOOT FROM THE
 NE0286'NORTHEAST AND SOUTHEAST FACES, BEING HIGHEST POINT ON TOP OF
 NE0286'A 3/16-INCH BRASS BOLT SET INTO THE CONCRETE.  NOTE-- BM 1929
 NE0286
 NE0286                          STATION RECOVERY (1980)
 NE0286
 NE0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0286'IN MARINE CITY, AT THE JUNCTION OF SOUTH WATER AND ST CLAIR STREETS
 NE0286'THE MARK IS A 3/16-INCH BRASS NAIL SET IN TOP OF THE EAST CORNER
 NE0286'OF THE BASE OF THE MOST NORTHEASTERLY ONE OF 4 COLUMS ON THE SOUTHEAST
 NE0286'FACE OF THE MARINE SAVING BANK. 7.93 METERS (26.0 FEET) NORTHEAST
 NE0286'OF THE CENTER OF THE SOUTH WATER STREET ENTRANCE, 3.9 METERS
 NE0286'(12.8 FEET) NORTHWEST OF THE NORTHWEST CURB OF SOUTH WATER STREET,
 NE0286'0.55 METER (1.8 FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING
 NE0286'THE MARK IS 0.6 M ABOVE SIDEWALK.
 NE0286
 NE0286                          STATION RECOVERY (1999)
 NE0286
 NE0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0253 ***********************************************************************
 RJ0253  DESIGNATION -  BAR
 RJ0253  PID         -  RJ0253
 RJ0253  STATE/COUNTY-  MI/CHIPPEWA
 RJ0253  COUNTRY     -  US
 RJ0253  USGS QUAD   -  BRIMLEY (2017)
 RJ0253
 RJ0253                         *CURRENT SURVEY CONTROL
 RJ0253  ______________________________________________________________________
 RJ0253* NAD 83(1986) POSITION- 46 24 41.     (N) 084 34 23.     (W)   SCALED
 RJ0253* NAVD 88 ORTHO HEIGHT -   188.949 (meters)      619.91  (feet) ADJUSTED
 RJ0253  ______________________________________________________________________
 RJ0253  GEOID HEIGHT    -        -36.409 (meters)                     GEOID18
 RJ0253  DYNAMIC HEIGHT  -        188.957 (meters)      619.94  (feet) COMP
 RJ0253  MODELED GRAVITY -    980,654.5   (mgal)                       NAVD 88
 RJ0253
 RJ0253  VERT ORDER      -  FIRST     CLASS 0
 RJ0253
 RJ0253.The horizontal coordinates were scaled from a map and have
 RJ0253.an estimated accuracy of +/- 6 seconds.
 RJ0253
 RJ0253.The orthometric height was determined by differential leveling and
 RJ0253.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0253.in June 1991.
 RJ0253
 RJ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0253.GEOID18 height accuracy estimate available here.
 RJ0253
 RJ0253.Click photographs - Photos may exist for this station.
 RJ0253
 RJ0253.The dynamic height is computed by dividing the NAVD 88
 RJ0253.geopotential number by the normal gravity value computed on the
 RJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0253.degrees latitude (g = 980.6199 gals.).
 RJ0253
 RJ0253.The modeled gravity was interpolated from observed gravity values.
 RJ0253
 RJ0253;                    North         East    Units  Estimated Accuracy
 RJ0253;SPC MI N     -   183,810.    8,186,550.      MT  (+/- 180 meters Scaled)
 RJ0253
 RJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS865426(NAD 83)
 RJ0253
 RJ0253                          SUPERSEDED SURVEY CONTROL
 RJ0253
 RJ0253  NGVD 29 (??/??/92)  188.91   (m)          619.8    (f) COMPUTED    1 0
 RJ0253
 RJ0253.Superseded values are not recommended for survey control.
 RJ0253
 RJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0253.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0253
 RJ0253_MARKER: Z = SEE DESCRIPTION
 RJ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0253_SP_SET: IRON ROD
 RJ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0253
 RJ0253  HISTORY     - Date     Condition        Report By
 RJ0253  HISTORY     - 1950     MONUMENTED       NONE
 RJ0253  HISTORY     - 1972     GOOD             USLS
 RJ0253  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0253  HISTORY     - 20020910 MARK NOT FOUND   MIDT
 RJ0253
 RJ0253                          STATION DESCRIPTION
 RJ0253
 RJ0253'DESCRIBED BY US LAKE SURVEY 1972
 RJ0253'AT BRIMLEY.
 RJ0253'BAR IS AT BRIMLEY, CHIPPEWA COUNTY, MICHIGAN, IN NORTHWEST
 RJ0253'CORNER OF T-INTERSECTION OF BAY STREET (M-221), LAKE SHORE
 RJ0253'DRIVE AND 6-MILE ROAD, ON NORTH SIDE OF LAKE SHORE DRIVE, 20.2
 RJ0253'FEET SOUTHWESTERLY OF NORTHWEST CORNER, 2.0 FEET WEST OF
 RJ0253'SOUTHWEST CORNER AND IN LINE WITH SOUTH FACE OF WING OF
 RJ0253'BUILDING OCCUPIED BY THE COZY INN BAR, 1/4-FOOT BELOW THE GROUND
 RJ0253'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-1/4-INCH DIAMETER
 RJ0253'IRON ROD, 12 FEET LONG.
 RJ0253
 RJ0253                          STATION RECOVERY (1983)
 RJ0253
 RJ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0253'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
 RJ0253
 RJ0253                          STATION RECOVERY (2002)
 RJ0253
 RJ0253'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0580 ***********************************************************************
 RL0580  DESIGNATION -  BARAGA
 RL0580  PID         -  RL0580
 RL0580  STATE/COUNTY-  MI/BARAGA
 RL0580  COUNTRY     -  US
 RL0580  USGS QUAD   -  BEAR TOWN (2017)
 RL0580
 RL0580                         *CURRENT SURVEY CONTROL
 RL0580  ______________________________________________________________________
 RL0580* NAD 83(1994) POSITION- 46 48 16.53585(N) 088 33 16.74734(W)   ADJUSTED
 RL0580* NAVD 88 ORTHO HEIGHT -   291.019 (meters)      954.78  (feet) ADJUSTED
 RL0580  ______________________________________________________________________
 RL0580  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 RL0580  LAPLACE CORR    -         -8.81  (seconds)                    DEFLEC18
 RL0580  DYNAMIC HEIGHT  -        291.032 (meters)      954.83  (feet) COMP
 RL0580  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 RL0580
 RL0580  HORZ ORDER      -  FIRST
 RL0580  VERT ORDER      -  SECOND    CLASS 0
 RL0580
 RL0580.The horizontal coordinates were established by classical geodetic methods
 RL0580.and adjusted by the National Geodetic Survey in February 1997.
 RL0580
 RL0580.The orthometric height was determined by differential leveling and
 RL0580.adjusted by the NATIONAL GEODETIC SURVEY
 RL0580.in June 1991.
 RL0580
 RL0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0580.GEOID18 height accuracy estimate available here.
 RL0580
 RL0580.Click photographs - Photos may exist for this station.
 RL0580
 RL0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0580
 RL0580.The dynamic height is computed by dividing the NAVD 88
 RL0580.geopotential number by the normal gravity value computed on the
 RL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0580.degrees latitude (g = 980.6199 gals.).
 RL0580
 RL0580.The modeled gravity was interpolated from observed gravity values.
 RL0580
 RL0580. The following values were computed from the NAD 83(1994) position.
 RL0580
 RL0580;                    North         East     Units Scale Factor Converg.
 RL0580;SPC MI N     -   225,819.044 7,881,343.254   MT  0.99994390   -1 07 25.3
 RL0580;SPC MI N     -   740,876.13 25,857,425.37   iFT  0.99994390   -1 07 25.3
 RL0580;UTM  16      - 5,184,623.031   381,377.355   MT  0.99977295   -1 08 00.6
 RL0580
 RL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0580!SPC MI N     -   0.99995973  x   0.99994390  =   0.99990364
 RL0580!UTM  16      -   0.99995973  x   0.99977295  =   0.99973269
 RL0580
 RL0580:                Primary Azimuth Mark                     Grid Az
 RL0580:SPC MI N     -  BARAGA AZ MK 2                           194 37 44.7
 RL0580:UTM  16      -  BARAGA AZ MK 2                           194 38 20.0
 RL0580
 RL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8137784623(NAD 83)
 RL0580
 RL0580|---------------------------------------------------------------------|
 RL0580| PID    Reference Object                     Distance      Geod. Az  |
 RL0580|                                                           dddmmss.s |
 RL0580| RL1530 PEQUAMING FORD MILL SHORT TANK      APPROX.12.8 KM 0652144.7 |
 RL0580| RL1531 PEQUAMING FORD MILL TALL TANK       APPROX.12.8 KM 0652824.8 |
 RL0580| RL1584 BARAGA MICH CONSER DEPT RAD TR      APPROX. 3.7 KM 1042332.7 |
 RL0580| RL1525 L ANSE ST HWY PATROL RAD TOWER      APPROX.10.9 KM 1245853.8 |
 RL0580| RL1524 HERMAN LOOKOUT TOWER                APPROX.20.3 KM 1352538.3 |
 RL0580| RL1523 HERMAN MICROWAVE TOWER              APPROX.20.4 KM 1353920.8 |
 RL0580| RL0581 BARAGA RM 1                          31.995 METERS 17540     |
 RL0580| CJ1833 BARAGA AZ MK 2                                     1933019.4 |
 RL0580| RL0579 BARAGA AZ MK                                       2503854.6 |
 RL0580| RL0582 BARAGA RM 2                          27.856 METERS 27644     |
 RL0580| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.28.0 KM 3405832.1 |
 RL0580|---------------------------------------------------------------------|
 RL0580
 RL0580                          SUPERSEDED SURVEY CONTROL
 RL0580
 RL0580  NAD 83(1986)-  46 48 16.53016(N)    088 33 16.73002(W) AD(       ) 1
 RL0580  NAD 27      -  46 48 16.77700(N)    088 33 16.26200(W) AD(       ) 1
 RL0580  NGVD 29 (??/??/92)  290.998  (m)          954.72   (f) ADJ UNCH    2 0
 RL0580  NGVD 29             291.00   (m)          954.7    (f) LEVELING    3  
 RL0580
 RL0580.Superseded values are not recommended for survey control.
 RL0580
 RL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0580.See file dsdata.pdf to determine how the superseded data were derived.
 RL0580
 RL0580_MARKER: DS = TRIANGULATION STATION DISK
 RL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0580_STAMPING: BARAGA 1939
 RL0580_MARK LOGO: CGS
 RL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0580+STABILITY: SURFACE MOTION
 RL0580
 RL0580  HISTORY     - Date     Condition        Report By
 RL0580  HISTORY     - 1939     MONUMENTED       CGS
 RL0580  HISTORY     - 1948     GOOD             CGS
 RL0580  HISTORY     - 1956     GOOD             CGS
 RL0580  HISTORY     - 1975     GOOD             NGS
 RL0580  HISTORY     - 1977     GOOD             NGS
 RL0580  HISTORY     - 1981     MARK NOT FOUND   MIDH
 RL0580  HISTORY     - 19820528 MARK NOT FOUND   USGS
 RL0580
 RL0580                          STATION DESCRIPTION
 RL0580
 RL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0580'ABOUT 3-1/2 MILES NORTHWEST OF BARAGA, ON LAND OWNED AND
 RL0580'OCCUPIED BY VICTOR PATOVISTI, IN THE NORTHEAST QUARTER OF
 RL0580'SEC. , T. 51 N., R. 34 W., AND APPROXIMATELY 0.3 MILE NORTHEAST
 RL0580'OF THE PATOVISTI HOUSE.  STATION MARK IS SET IN THE NORTHEAST
 RL0580'CORNER OF A PASTURE, 20 FEET SOUTHWEST OF A ROCK WALL AT A
 RL0580'SOUTHEAST FENCE CORNER, 13-1/2 FEET SOUTH OF AN EAST-WEST
 RL0580'FENCE LINE ALONG THE SOUTH SIDE OF THE WOODS, AND 120 PACES
 RL0580'NORTH-NORTHEAST OF A ROCK PILE ABOUT 20 FEET IN DIAMETER AND
 RL0580'4-1/2 FEET HIGH WHICH IS IN THE PASTURE.  THE MARK IS STAMPED
 RL0580'BARAGA 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'TO REACH FROM THE JUNCTION OF STATE HIGWAY 35 AND U.S. HIGHWAY
 RL0580'41 IN BARAGE, GO WEST ON STATE HIGHWAY 35 FOR 3.5 MILES
 RL0580'TO A COUNTY ROAD NORTH AT A CHEESE FACTORY, TURN RIGHT (NORTH)
 RL0580'AND GO 1.3 MILES TO A LANE LEADING EAST TO PATOVISTIS HOUSE,
 RL0580'WHICH IS A STUCCO STRUCTURE.  FROM THE HOUSE FOLLOW A CATTLE
 RL0580'LANE EAST FOR 0.25 MILE, THEN TURN LEFT AND GO 0.15 MILE TO
 RL0580'THE NORTHEAST CORNER OF THE PASTURE AND THE STATION.
 RL0580'
 RL0580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL0580'BRONZE DISKS.
 RL0580'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 RL0580'WHITE WOODEN POSTS WHICH PROJECTS 2-1/2 FEET ABOVE THE
 RL0580'GROUND.
 RL0580'
 RL0580'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION IN A
 RL0580'TIMBER TRACT THAT IS BEING CLEARED, STAMPED BARAGA NO 1 1939
 RL0580'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN AN EAST-WEST
 RL0580'FENCE LINE AND 104.5 FEET WEST OF A ROCK WALL AT A SOUTHEAST
 RL0580'FENCE CORNER, STAMPED BARAGA NO 2 1939 AND PROJECTS 6 INCHES
 RL0580'ABOVE THE GROUND.
 RL0580'
 RL0580'AZIMUTH MARK IS WEST OF THE STATION, 151 FEET EAST-NORTHEAST
 RL0580'OF THE NORTHEAST CORNER OF THE PATOVISTI HOUSE, 81 FEET
 RL0580'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, 55 FEET
 RL0580'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND AT THE WEST
 RL0580'END OF AN APPLE ORCHARD, STAMPED BARAGA 1939 AND PROJECTS
 RL0580'6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'A 103-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 RL0580'
 RL0580'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL0580
 RL0580                          STATION RECOVERY (1948)
 RL0580
 RL0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0580'5.1 MI NW FROM BARAGA.
 RL0580'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 RL0580'BARAGA THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE
 RL0580'ABOUT 0.35 MILE EAST-NORTHEAST ACROSS YARD AND FIELD OF VICTOR
 RL0580'PATOVISTI FARM, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 RL0580'353 FEET NORTHEAST OF A ROCK PILE 25 BY 25-FEET AND ABOUT
 RL0580'5 1/2 FEET HIGH, 91 FEET EAST-SOUTHEAST OF R.M. NO. 2, 105
 RL0580'FEET NORTH OF R.M. NO. 1 18 FEET WEST OF THE CENTER LINEOF
 RL0580'AN OLD FARM ROAD, IN A NORTH-SOUTH FENCE LINE, 12 FEET SOUTH
 RL0580'OF A FENCE CORNER, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0580'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0580
 RL0580                          STATION RECOVERY (1956)
 RL0580
 RL0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL0580'STATION WAS RECOVERED AS DESCRIBED, WITH ALL MARKS IN GOOD
 RL0580'CONDITION, WITH THE FOLLOWING EXCEPTION.  THE DISTANCE TO
 RL0580'R.M. NO. 2 WAS FOUND TO BE 27.854 M, 91.38 FT.
 RL0580
 RL0580                          STATION RECOVERY (1975)
 RL0580
 RL0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL0580'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 RL0580'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS BELIEVED TO HAVE BEEN
 RL0580'DESTROYED DURING ROAD CONSTRUCTION, AND A AZ MK 2 WAS ESTABLISHED
 RL0580'AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 RL0580'COMPARED FAVORABLY WITH THE 1956 OBSERVATIONS.  A NEW AND COMPLETE
 RL0580'DESCRIPTION FOLLOWS.
 RL0580'
 RL0580'THE STATION IS LOCATED ABOUT 3.5 NORTHWEST OF BARAGA, 1.5 MILES
 RL0580'NORTH OF STATE HIGHWAY 38, IN THE NORTHEAST QUARTER SECTION, T. 51
 RL0580'N., R. 34 W., IN THE NORTHEAST CORNER OF A PASTURE THAT IS PROPERTY
 RL0580'OF DR. H.J. WINKLER, 325 FRONT STREET, LANCE, MICHIGAN.  PHONE
 RL0580'NUMBER 906-524-6422.
 RL0580'
 RL0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0580'HIGHWAY 38 AT THE EAST SIDE OF BARAGA, GO WEST ON STATE HIGHWAY 38
 RL0580'FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED
 RL0580'ROAD 1.25 MILES TO A SIDEROAD RIGHT AND MAILBOX OF MR. JOHN J.
 RL0580'PELTO.  TURN RIGHT, GO EAST ON A GRAVEL ROAD 0.3 MILE TO A DIM
 RL0580'TRACK FIELD ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK,
 RL0580'CONTINUE AHEAD EAST 0.05 MILE TO THE MARK ON THE LEFT, NORTH SIDE
 RL0580'OF THE ROAD.) TURN LEFT, CROSSING DITCH AND GO NORTHERLY ON DIM
 RL0580'TRACK FIELD ROAD 0.15 MILE TO A FENCELINE AND ROW OF TREES.  TURN
 RL0580'RIGHT, GO EAST ALONG FENCELINE 0.15 MILE TO A SMALL CLEARING
 RL0580'AND THE STATION IN THE NORTHEAST CORNER.
 RL0580'
 RL0580'THE STATION MARKS ARE STANDARD DISKS STAMPED BARAGA 1939.  THE
 RL0580'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RL0580'THAT PROJECTS 6 INCHES.  IT IS 15.0 FEET SOUTH OF A EAST-WEST
 RL0580'FENCELINE AND 5.2 FEET WEST OF A METAL WITNESS POST.  THE
 RL0580'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL0580'CONCRETE APPROXIMATELY 38 INCHES BELOW THE GROUND SURFACE.
 RL0580'
 RL0580'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARAGA NO 1 1939, SET
 RL0580'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL0580'INCHES.  IT IS 2.5 FEET NORTH OF A METAL WITNESS POST, AND 2.5 FEET
 RL0580'NORTH-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 RL0580'
 RL0580'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARAGA NO 2 1939, SET
 RL0580'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RL0580'INCHES.  IT IS 2.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 RL0580'2.0 FEET SOUTH OF A EAST-WEST FENCELINE.
 RL0580'
 RL0580'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARAGA AZ 2 1939 1975,
 RL0580'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 RL0580'THAT PROJECTS 6 INCHES.  IT IS 20.0 FEET NORTH OF THE GRAVEL ROAD
 RL0580'AND 2.5 FEET WEST OF A METAL WITNESS POST.
 RL0580'
 RL0580'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 RL0580'
 RL0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 RL0580'NORTHWEST OF BARAGA.
 RL0580'
 RL0580'HEIGHT OF LIGHT ABOVE STATION MARK 85.0 FEET.
 RL0580
 RL0580                          STATION RECOVERY (1977)
 RL0580
 RL0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL0580'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RL0580'GOOD CONDITION, A WITNESS POST IS SET BY EACH MARK.  A NEW AZIMUTH
 RL0580'MARK WAS FOUND SET SOUTH OF THE STATION ABOUT 0.2 MILE ALONG THE
 RL0580'NORTH SIDE OF A GRAVELED ROAD, IT IS 3 FEET WEST OF A WITNESS POST, 9
 RL0580'PACES NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND
 RL0580'IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  A NEW
 RL0580'TO REACH FOLLOWS.
 RL0580'
 RL0580'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 35,
 RL0580'GO WEST ON STATE HIGHWAY 35 FOR 3.8 MILES TO A CROSS ROAD.  TURN
 RL0580'RIGHT NORTH ON SURFACED ROAD FOR 1.3 MILE TO A CROSS ROAD.  TURN
 RL0580'RIGHT EAST ON A GRAVELED ROAD AND GO FOR 0.35 MILE TO THE AZIMUTH
 RL0580'MARK ON THE LEFT NORTH SIDE OF ROAD.  FROM HERE PACK NORTHERLY
 RL0580'FOR APPROXIMATELY 0.2 MILE TO THE NORTHEAST CORNER OF A
 RL0580'FIELD WITH SMALL PINE TREES, STATION MARK AND REFERENCE MARKS
 RL0580'MARKED BY WITNESS POST.
 RL0580'
 RL0580'THE NEW AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 RL0580'BARAGA 1939 AZ 2 1972.  THERE IS NO INFORMATION ON THIS MARK.
 RL0580'
 RL0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 RL0580'NW OF BARAGA.
 RL0580
 RL0580                          STATION RECOVERY (1981)
 RL0580
 RL0580'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0580'MARK NOT FOUND.
 RL0580
 RL0580                          STATION RECOVERY (1982)
 RL0580
 RL0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (TPA)
 RL0580'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0579 ***********************************************************************
 RL0579  DESIGNATION -  BARAGA AZ MK
 RL0579  PID         -  RL0579
 RL0579  STATE/COUNTY-  MI/BARAGA
 RL0579  COUNTRY     -  US
 RL0579  USGS QUAD   -  BEAR TOWN (2017)
 RL0579
 RL0579                         *CURRENT SURVEY CONTROL
 RL0579  ______________________________________________________________________
 RL0579* NAD 83(1986) POSITION- 46 48 17.     (N) 088 33 34.     (W)   SCALED
 RL0579* NAVD 88 ORTHO HEIGHT -   291.867 (meters)      957.57  (feet) ADJUSTED
 RL0579  ______________________________________________________________________
 RL0579  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 RL0579  DYNAMIC HEIGHT  -        291.881 (meters)      957.61  (feet) COMP
 RL0579  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 RL0579
 RL0579  VERT ORDER      -  SECOND    CLASS 0
 RL0579
 RL0579.The horizontal coordinates were scaled from a map and have
 RL0579.an estimated accuracy of +/- 6 seconds.
 RL0579
 RL0579.The orthometric height was determined by differential leveling and
 RL0579.adjusted by the NATIONAL GEODETIC SURVEY
 RL0579.in June 1991.
 RL0579
 RL0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0579.GEOID18 height accuracy estimate available here.
 RL0579
 RL0579.Click photographs - Photos may exist for this station.
 RL0579
 RL0579.The dynamic height is computed by dividing the NAVD 88
 RL0579.geopotential number by the normal gravity value computed on the
 RL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0579.degrees latitude (g = 980.6199 gals.).
 RL0579
 RL0579.The modeled gravity was interpolated from observed gravity values.
 RL0579
 RL0579;                    North         East    Units  Estimated Accuracy
 RL0579;SPC MI N     -   225,840.    7,880,980.      MT  (+/- 180 meters Scaled)
 RL0579
 RL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS810846(NAD 83)
 RL0579
 RL0579                          SUPERSEDED SURVEY CONTROL
 RL0579
 RL0579  NGVD 29 (??/??/92)  291.846  (m)          957.50   (f) ADJ UNCH    2 0
 RL0579
 RL0579.Superseded values are not recommended for survey control.
 RL0579
 RL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0579.See file dsdata.pdf to determine how the superseded data were derived.
 RL0579
 RL0579_MARKER: DZ = AZIMUTH MARK DISK
 RL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0579_STAMPING: BARAGA 1939
 RL0579_MARK LOGO: CGS
 RL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0579+STABILITY: SURFACE MOTION
 RL0579
 RL0579  HISTORY     - Date     Condition        Report By
 RL0579  HISTORY     - 1939     MONUMENTED       CGS
 RL0579  HISTORY     - 1948     GOOD             CGS
 RL0579
 RL0579                          STATION DESCRIPTION
 RL0579
 RL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0579'4.8 MI NW FROM BARAGA.
 RL0579'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0579'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0579'0.05 MILE NORTHEAST ALONG DRIVE TO RESIDENCE OF VICTOR
 RL0579'PATOVISTI, SET FLUSH AGAINST THE NORTH FACE OF A SMALL GARAGE
 RL0579'IN THE BACK OF THE HOUSE, 152 FEET EAST-NORTHEAST OF THE
 RL0579'NORTHEAST CORNER OF THE HOUSE, 81 FEET NORTHWEST OF THE NORTHWEST
 RL0579'CORNER OF A BARN, 4 FEET WEST OF THE NORTHEAST CORNER OF THE
 RL0579'GARAGE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0579'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI1836 ***********************************************************************
 DI1836  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1836  DESIGNATION -  BARAGA CORS ARP
 DI1836  CORS_ID     -  MIBX
 DI1836  PID         -  DI1836
 DI1836  STATE/COUNTY-  MI/BARAGA
 DI1836  COUNTRY     -  US
 DI1836  USGS QUAD   -  BEAR TOWN (2017)
 DI1836
 DI1836                         *CURRENT SURVEY CONTROL
 DI1836  ______________________________________________________________________
 DI1836* NAD 83(2011) POSITION- 46 45 50.77582(N) 088 30 46.83921(W)   ADJUSTED
 DI1836* NAD 83(2011) ELLIP HT-   194.717 (meters)        (04/??/25)   ADJUSTED
 DI1836* NAD 83(2011) EPOCH   -  2010.00
 DI1836  ______________________________________________________________________
 DI1836  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 DI1836  NAD 83(2011) X  -    113,581.948 (meters)                     COMP
 DI1836  NAD 83(2011) Y  - -4,375,489.393 (meters)                     COMP
 DI1836  NAD 83(2011) Z  -  4,623,982.376 (meters)                     COMP
 DI1836
 DI1836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1836  Standards:
 DI1836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1836  -------------------------------------------------------------------
 DI1836  NETWORK    0.16   0.19           0.07   0.05   0.10     -0.33687900
 DI1836  -------------------------------------------------------------------
 DI1836
 DI1836.The coordinates were established by GPS observations
 DI1836.and adjusted by the National Geodetic Survey in April 2025.
 DI1836
 DI1836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1836.been affixed to the stable North American Tectonic Plate. 
 DI1836
 DI1836.The coordinates are valid at the epoch date displayed above
 DI1836.which is a decimal equivalence of Year/Month/Day.
 DI1836
 DI1836.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI1836.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI1836.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI1836.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI1836.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI1836.published epoch of 2010.00.
 DI1836
 DI1836.Additional information on MYCS is available at:
 DI1836.https://geodesy.noaa.gov/CORS/index.shtml
 DI1836
 DI1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1836.GEOID18 height accuracy estimate available here.
 DI1836
 DI1836.The PID for the CORS L1 Phase Center is DR6175.
 DI1836
 DI1836.Click photographs - Photos may exist for this station.
 DI1836
 DI1836.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1836
 DI1836.The ellipsoidal height was determined by GPS observations
 DI1836.and is referenced to NAD 83.
 DI1836
 DI1836. The following values were computed from the NAD 83(2011) position.
 DI1836
 DI1836;                    North         East     Units Scale Factor Converg.
 DI1836;SPC MI N     -   221,257.620 7,884,435.169   MT  0.99993774   -1 05 36.9
 DI1836;SPC MI N     -   725,910.83 25,867,569.45   iFT  0.99993774   -1 05 36.9
 DI1836;UTM  16      - 5,180,061.890   384,467.995   MT  0.99976406   -1 06 08.7
 DI1836
 DI1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1836!SPC MI N     -   0.99996948  x   0.99993774  =   0.99990722
 DI1836!UTM  16      -   0.99996948  x   0.99976406  =   0.99973355
 DI1836
 DI1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8446780061(NAD 83)
 DI1836
 DI1836                          SUPERSEDED SURVEY CONTROL
 DI1836
 DI1836  NAD 83(2011)-  46 45 50.77606(N)    088 30 46.83943(W) AD(2010.00) c
 DI1836  ELLIP H (06/??/20)  194.709  (m)                       GP(2010.00) c c
 DI1836  NAD 83(2011)-  46 45 50.77603(N)    088 30 46.83954(W) AD(2010.00) c
 DI1836  ELLIP H (06/??/19)  194.720  (m)                       GP(2010.00) c c
 DI1836  NAD 83(2011)-  46 45 50.77610(N)    088 30 46.83923(W) AD(2010.00) c
 DI1836  NAD 83(2011)-  46 45 50.77595(N)    088 30 46.83926(W) AD(2010.00) c
 DI1836  ELLIP H (08/??/11)  194.707  (m)                       GP(2010.00) c c
 DI1836  NAD 83(CORS)-  46 45 50.77614(N)    088 30 46.83958(W) AD(2002.00) c
 DI1836  ELLIP H (10/??/06)  194.713  (m)                       GP(2002.00) c c
 DI1836
 DI1836.Superseded values are not recommended for survey control.
 DI1836
 DI1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1836.See file dsdata.pdf to determine how the superseded data were derived.
 DI1836
 DI1836_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1836
 DI1836                          STATION DESCRIPTION
 DI1836
 DI1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI1836'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI1836'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI1836'AND LOG FILES ACCESSIBLE AT:
 DI1836'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0581 ***********************************************************************
 RL0581  DESIGNATION -  BARAGA RM 1
 RL0581  PID         -  RL0581
 RL0581  STATE/COUNTY-  MI/BARAGA
 RL0581  COUNTRY     -  US
 RL0581  USGS QUAD   -  BEAR TOWN (2017)
 RL0581
 RL0581                         *CURRENT SURVEY CONTROL
 RL0581  ______________________________________________________________________
 RL0581* NAD 83(1986) POSITION- 46 48 15.50   (N) 088 33 16.63   (W)   HD_HELD1
 RL0581* NAVD 88 ORTHO HEIGHT -   290.961 (meters)      954.59  (feet) ADJUSTED
 RL0581  ______________________________________________________________________
 RL0581  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 RL0581  DYNAMIC HEIGHT  -        290.975 (meters)      954.64  (feet) COMP
 RL0581  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 RL0581
 RL0581  VERT ORDER      -  SECOND    CLASS 0
 RL0581
 RL0581.The horizontal coordinates were determined by differentially corrected
 RL0581.hand held GPS observations or other comparable positioning techniques
 RL0581.and have an estimated accuracy of +/- 3 meters.
 RL0581
 RL0581.The orthometric height was determined by differential leveling and
 RL0581.adjusted by the NATIONAL GEODETIC SURVEY
 RL0581.in June 1991.
 RL0581
 RL0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0581.GEOID18 height accuracy estimate available here.
 RL0581
 RL0581.Click photographs - Photos may exist for this station.
 RL0581
 RL0581.The dynamic height is computed by dividing the NAVD 88
 RL0581.geopotential number by the normal gravity value computed on the
 RL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0581.degrees latitude (g = 980.6199 gals.).
 RL0581
 RL0581.The modeled gravity was interpolated from observed gravity values.
 RL0581
 RL0581;                    North         East    Units  Estimated Accuracy
 RL0581;SPC MI N     -   225,787.0   7,881,345.1     MT  (+/- 3 meters HH1 GPS) 
 RL0581
 RL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8137984591(NAD 83)
 RL0581
 RL0581                          SUPERSEDED SURVEY CONTROL
 RL0581
 RL0581  NGVD 29 (??/??/92)  290.940  (m)          954.53   (f) ADJ UNCH    2 0
 RL0581
 RL0581.Superseded values are not recommended for survey control.
 RL0581
 RL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0581.See file dsdata.pdf to determine how the superseded data were derived.
 RL0581
 RL0581_MARKER: DR = REFERENCE MARK DISK
 RL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0581_STAMPING: BARAGA NO 1 1939
 RL0581_MARK LOGO: CGS
 RL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0581+STABILITY: SURFACE MOTION
 RL0581
 RL0581  HISTORY     - Date     Condition        Report By
 RL0581  HISTORY     - 1939     MONUMENTED       CGS
 RL0581  HISTORY     - 1948     GOOD             CGS
 RL0581  HISTORY     - 1981     GOOD             MIDH
 RL0581
 RL0581                          STATION DESCRIPTION
 RL0581
 RL0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0581'5.1 MI NW FROM BARAGA.
 RL0581'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0581'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0581'0.35 MILE EAST-NORTHEAST ACROSS YARD AND FARM OF VICTOR
 RL0581'PATOVISTI, 151 FEET SOUTHEAST OF R.M. NO. 2, 105 FEET SOUTH OF
 RL0581'THE STATION MARK, 23 FEET EAST AND ACROSS A DIM FARM ROAD
 RL0581'FROM A NORTH-SOUTH FENCE LINE, 10 FEET EAST OF THE CENTER
 RL0581'LINE OF THE ROAD, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0581'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0581
 RL0581                          STATION RECOVERY (1981)
 RL0581
 RL0581'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0582 ***********************************************************************
 RL0582  DESIGNATION -  BARAGA RM 2
 RL0582  PID         -  RL0582
 RL0582  STATE/COUNTY-  MI/BARAGA
 RL0582  COUNTRY     -  US
 RL0582  USGS QUAD   -  BEAR TOWN (2017)
 RL0582
 RL0582                         *CURRENT SURVEY CONTROL
 RL0582  ______________________________________________________________________
 RL0582* NAD 83(1986) POSITION- 46 48 16.64   (N) 088 33 18.05   (W)   HD_HELD1
 RL0582* NAVD 88 ORTHO HEIGHT -   291.074 (meters)      954.97  (feet) ADJUSTED
 RL0582  ______________________________________________________________________
 RL0582  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 RL0582  DYNAMIC HEIGHT  -        291.088 (meters)      955.01  (feet) COMP
 RL0582  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 RL0582
 RL0582  VERT ORDER      -  SECOND    CLASS 0
 RL0582
 RL0582.The horizontal coordinates were determined by differentially corrected
 RL0582.hand held GPS observations or other comparable positioning techniques
 RL0582.and have an estimated accuracy of +/- 3 meters.
 RL0582
 RL0582.The orthometric height was determined by differential leveling and
 RL0582.adjusted by the NATIONAL GEODETIC SURVEY
 RL0582.in June 1991.
 RL0582
 RL0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0582.GEOID18 height accuracy estimate available here.
 RL0582
 RL0582.Click photographs - Photos may exist for this station.
 RL0582
 RL0582.The dynamic height is computed by dividing the NAVD 88
 RL0582.geopotential number by the normal gravity value computed on the
 RL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0582.degrees latitude (g = 980.6199 gals.).
 RL0582
 RL0582.The modeled gravity was interpolated from observed gravity values.
 RL0582
 RL0582;                    North         East    Units  Estimated Accuracy
 RL0582;SPC MI N     -   225,822.8   7,881,315.7     MT  (+/- 3 meters HH1 GPS) 
 RL0582
 RL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8134984626(NAD 83)
 RL0582
 RL0582                          SUPERSEDED SURVEY CONTROL
 RL0582
 RL0582  NGVD 29 (??/??/92)  291.054  (m)          954.90   (f) ADJ UNCH    2 0
 RL0582
 RL0582.Superseded values are not recommended for survey control.
 RL0582
 RL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0582.See file dsdata.pdf to determine how the superseded data were derived.
 RL0582
 RL0582_MARKER: DR = REFERENCE MARK DISK
 RL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0582_STAMPING: BARAGA NO 2 1939
 RL0582_MARK LOGO: CGS
 RL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0582+STABILITY: SURFACE MOTION
 RL0582
 RL0582  HISTORY     - Date     Condition        Report By
 RL0582  HISTORY     - 1939     MONUMENTED       CGS
 RL0582  HISTORY     - 1948     GOOD             CGS
 RL0582  HISTORY     - 1981     GOOD             MIDH
 RL0582
 RL0582                          STATION DESCRIPTION
 RL0582
 RL0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0582'5.1 MI NW FROM BARAGA.
 RL0582'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0582'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0582'0.35 MILE EAST-NORTHEAST ACROSS YARD AND FARM OF VICTOR
 RL0582'PATOVISTI, 151 FEET NORTHWEST OF R.M. NO. 1, 91 FEET WEST-NORTHWEST
 RL0582'OF THE STATION MARK, 93 FEET WEST OF A FENCE CORNER, 1/2 FEET
 RL0582'SOUTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 RL0582'PROJECTING 6 INCHES.
 RL0582
 RL0582                          STATION RECOVERY (1981)
 RL0582
 RL0582'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0168 ***********************************************************************
 RJ0168  DESIGNATION -  BARB
 RJ0168  PID         -  RJ0168
 RJ0168  STATE/COUNTY-  MI/CHIPPEWA
 RJ0168  COUNTRY     -  US
 RJ0168  USGS QUAD   -  BARBEAU (2017)
 RJ0168
 RJ0168                         *CURRENT SURVEY CONTROL
 RJ0168  ______________________________________________________________________
 RJ0168* NAD 83(1986) POSITION- 46 17 20.     (N) 084 16 50.     (W)   SCALED
 RJ0168* NAVD 88 ORTHO HEIGHT -   200.945 (meters)      659.27  (feet) ADJUSTED
 RJ0168  ______________________________________________________________________
 RJ0168  GEOID HEIGHT    -        -36.440 (meters)                     GEOID18
 RJ0168  DYNAMIC HEIGHT  -        200.956 (meters)      659.30  (feet) COMP
 RJ0168  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 RJ0168
 RJ0168  VERT ORDER      -  FIRST     CLASS 0
 RJ0168
 RJ0168.The horizontal coordinates were scaled from a map and have
 RJ0168.an estimated accuracy of +/- 6 seconds.
 RJ0168
 RJ0168.The orthometric height was determined by differential leveling and
 RJ0168.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0168.in June 1991.
 RJ0168
 RJ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0168.GEOID18 height accuracy estimate available here.
 RJ0168
 RJ0168.Click photographs - Photos may exist for this station.
 RJ0168
 RJ0168.The dynamic height is computed by dividing the NAVD 88
 RJ0168.geopotential number by the normal gravity value computed on the
 RJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0168.degrees latitude (g = 980.6199 gals.).
 RJ0168
 RJ0168.The modeled gravity was interpolated from observed gravity values.
 RJ0168
 RJ0168;                    North         East    Units  Estimated Accuracy
 RJ0168;SPC MI N     -   170,930.    8,209,500.      MT  (+/- 180 meters Scaled)
 RJ0168
 RJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094297(NAD 83)
 RJ0168
 RJ0168                          SUPERSEDED SURVEY CONTROL
 RJ0168
 RJ0168.No superseded survey control is available for this station.
 RJ0168
 RJ0168_MARKER: I = METAL ROD
 RJ0168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0168+WITH SETTING: INFORMATION.
 RJ0168_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0168_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0168_ROD/PIPE-DEPTH: 2.4 meters
 RJ0168
 RJ0168  HISTORY     - Date     Condition        Report By
 RJ0168  HISTORY     - 1969     MONUMENTED       USLS
 RJ0168  HISTORY     - 1972     GOOD             USLS
 RJ0168  HISTORY     - 1983     GOOD             NGS
 RJ0168
 RJ0168                          STATION DESCRIPTION
 RJ0168
 RJ0168'DESCRIBED BY US LAKE SURVEY 1972
 RJ0168'AT BARBEAU.
 RJ0168'BARB IS AT BARBEAU, CHIPPEWA COUNTY, MICHIGAN, 100 FEET EAST
 RJ0168'OF CENTERLINE OF RIVERSIDE ROAD, 52 FEET SOUTH OF CENTERLINE
 RJ0168'OF NEEBISH ROAD, 28.5 FEET WEST OF UTILITY POLE NO. B2/143, 4.2
 RJ0168'FEET EAST OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF
 RJ0168'POST OFFICE, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 RJ0168'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0168
 RJ0168                          STATION RECOVERY (1983)
 RJ0168
 RJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0168'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BARBEAU, AT
 RJ0168'THE POST OFFICE, NEAR THE JUNCTION OF 15 MILE ROAD AND RIVERSIDE ROAD,
 RJ0168'15.9 METERS (52.0 FT) SOUTH OF THE CENTER OF 15 MILE ROAD (NEEBISH
 RJ0168'ROAD) AND 1.3 METERS (4.2 FT) EAST OF THE NORTHEAST CORNER AND IN LINE
 RJ0168'WITH THE NORTH FACE OF POST OFFICE BUILDING.
 RJ0168'THE MARK IS 0.15 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0169 ***********************************************************************
 RJ0169  DESIGNATION -  BARBEAU
 RJ0169  PID         -  RJ0169
 RJ0169  STATE/COUNTY-  MI/CHIPPEWA
 RJ0169  COUNTRY     -  US
 RJ0169  USGS QUAD   -  BARBEAU (2017)
 RJ0169
 RJ0169                         *CURRENT SURVEY CONTROL
 RJ0169  ______________________________________________________________________
 RJ0169* NAD 83(1986) POSITION- 46 17 19.     (N) 084 16 36.     (W)   SCALED
 RJ0169* NAVD 88 ORTHO HEIGHT -   201.263 (meters)      660.31  (feet) ADJUSTED
 RJ0169  ______________________________________________________________________
 RJ0169  GEOID HEIGHT    -        -36.442 (meters)                     GEOID18
 RJ0169  DYNAMIC HEIGHT  -        201.274 (meters)      660.35  (feet) COMP
 RJ0169  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 RJ0169
 RJ0169  VERT ORDER      -  SECOND    CLASS 0
 RJ0169
 RJ0169.The horizontal coordinates were scaled from a map and have
 RJ0169.an estimated accuracy of +/- 6 seconds.
 RJ0169
 RJ0169.The orthometric height was determined by differential leveling and
 RJ0169.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0169.in June 1991.
 RJ0169
 RJ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0169.GEOID18 height accuracy estimate available here.
 RJ0169
 RJ0169.Click photographs - Photos may exist for this station.
 RJ0169
 RJ0169.The dynamic height is computed by dividing the NAVD 88
 RJ0169.geopotential number by the normal gravity value computed on the
 RJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0169.degrees latitude (g = 980.6199 gals.).
 RJ0169
 RJ0169.The modeled gravity was interpolated from observed gravity values.
 RJ0169
 RJ0169;                    North         East    Units  Estimated Accuracy
 RJ0169;SPC MI N     -   170,910.    8,209,800.      MT  (+/- 180 meters Scaled)
 RJ0169
 RJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS097297(NAD 83)
 RJ0169
 RJ0169                          SUPERSEDED SURVEY CONTROL
 RJ0169
 RJ0169  NGVD 29 (??/??/92)  201.234  (m)          660.22   (f) ADJ UNCH    2 0
 RJ0169
 RJ0169.Superseded values are not recommended for survey control.
 RJ0169
 RJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0169.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0169
 RJ0169_MARKER: DD = SURVEY DISK
 RJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0169_STAMPING: USBM
 RJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0169+STABILITY: SURFACE MOTION
 RJ0169
 RJ0169  HISTORY     - Date     Condition        Report By
 RJ0169  HISTORY     - UNK      MONUMENTED       USLS
 RJ0169  HISTORY     - 1934     GOOD             CGS
 RJ0169
 RJ0169                          STATION DESCRIPTION
 RJ0169
 RJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0169'0.2 MI E FROM BARBEAU.
 RJ0169'0.2 MILE EAST ALONG THE NEEBISH ROAD FROM THE POST OFFICE AT
 RJ0169'BARBEAU, CHIPPEWA COUNTY, AT THE TOP OF A HILL, IN FRONT OF THE
 RJ0169'HOUSE OCCUPIED IN 1934 BY FRANK HESS, 72 FEET WEST OF THE WEST
 RJ0169'LINE OF THE HOUSE, 192.8 FEET WEST AND 7.5 FEET SOUTH OF A
 RJ0169'14-INCH LONE OAK TREE ON THE SOUTH SIDE OF THE ROAD, 21 FEET
 RJ0169'SOUTH OF THE CENTERLINE OF THE ROAD, 53 FEET SOUTH OF THE NORTH
 RJ0169'FENCE LINE, IN THE SOUTH FENCE LINE, IN THE TOP OF A 6- BY 6-BY
 RJ0169'24-INCH CUT STONE BURIED 3 FEET BELOW THE SURFACE OF THE GROUND,
 RJ0169'AND MARKED BY A 1-1/2 INCH IRON BAR STAMPED USBM AND PROJECTING 13
 RJ0169'INCHES ABOVE GROUND.  THE TOP OF A 1/2 INCH IRON BOLT, LEADED
 RJ0169'VERTICALLY INTO THE STONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5392 ***********************************************************************
 AH5392  DESIGNATION -  BARBEAU R MAST
 AH5392  PID         -  AH5392
 AH5392  STATE/COUNTY-  MI/CHIPPEWA
 AH5392  COUNTRY     -  US
 AH5392  USGS QUAD   -  OAK RIDGE (2017)
 AH5392
 AH5392                         *CURRENT SURVEY CONTROL
 AH5392  ______________________________________________________________________
 AH5392* NAD 83(1994) POSITION- 46 17 03.38647(N) 084 12 44.05432(W)   ADJUSTED
 AH5392* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 AH5392  ______________________________________________________________________
 AH5392  GEOID HEIGHT    -        -36.497 (meters)                     GEOID18
 AH5392  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 AH5392  HORZ ORDER      -  THIRD
 AH5392
 AH5392.The horizontal coordinates were established by classical geodetic methods
 AH5392.and adjusted by the National Geodetic Survey in November 1998.
 AH5392
 AH5392.The orthometric height was scaled from a topographic map.
 AH5392
 AH5392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5392.GEOID18 height accuracy estimate available here.
 AH5392
 AH5392.Click photographs - Photos may exist for this station.
 AH5392
 AH5392.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5392
 AH5392. The following values were computed from the NAD 83(1994) position.
 AH5392
 AH5392;                    North         East     Units Scale Factor Converg.
 AH5392;SPC MI N     -   170,597.564 8,214,775.561   MT  0.99990283   +2 00 53.9
 AH5392;SPC MI N     -   559,703.29 26,951,363.39   iFT  0.99990283   +2 00 53.9
 AH5392;UTM  16      - 5,129,410.636   714,751.080   MT  1.00016694   +2 00 56.5
 AH5392
 AH5392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5392!SPC MI N     -   0.99997079  x   0.99990283  =   0.99987362
 AH5392!UTM  16      -   0.99997079  x   1.00016694  =   1.00013772
 AH5392
 AH5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475129410(NAD 83)
 AH5392
 AH5392                          SUPERSEDED SURVEY CONTROL
 AH5392
 AH5392.No superseded survey control is available for this station.
 AH5392
 AH5392_MARKER: 42 = RADIO/TV MAST
 AH5392
 AH5392  HISTORY     - Date     Condition        Report By
 AH5392  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5392
 AH5392                          STATION DESCRIPTION
 AH5392
 AH5392'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5392'THE STATION IS LOCATED ALONG THE WEST SHORE OF WEST NEEBISH CHANNEL,
 AH5392'OPPOSITE OAK RIDGE ON NEEBISH ISLAND, AND ADJACENT TO THE FERRY
 AH5392'LANDING TO NEEBISH ISLAND.
 AH5392'TO REACH THE STATION PROCEED ALONG 15 MILE ROAD IN BARBEAU TO ITS
 AH5392'TERMINATION AT THE RAMP AND THE STATION ADJACENT TO THE RAMP TO THE
 AH5392'SOUTH.
 AH5392'THE STATION IS A SINGLE MAST APPROXIMATELY 130 FEET ABOVE THE EXISTING
 AH5392'GROUND.  THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 AH5392'MAST.
 AH5392'DECRIBED BY P B WALBOLT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0559 ***********************************************************************
 RK0559  DESIGNATION -  BARE
 RK0559  PID         -  RK0559
 RK0559  STATE/COUNTY-  MI/DICKINSON
 RK0559  COUNTRY     -  US
 RK0559  USGS QUAD   -  NORTHLAND NW (2017)
 RK0559
 RK0559                         *CURRENT SURVEY CONTROL
 RK0559  ______________________________________________________________________
 RK0559* NAD 83(1994) POSITION- 46 09 58.87153(N) 087 44 41.85503(W)   ADJUSTED
 RK0559* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 RK0559  ______________________________________________________________________
 RK0559  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 RK0559  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 RK0559  HORZ ORDER      -  SECOND
 RK0559
 RK0559.The horizontal coordinates were established by classical geodetic methods
 RK0559.and adjusted by the National Geodetic Survey in February 1997.
 RK0559
 RK0559.The orthometric height was scaled from a topographic map.
 RK0559
 RK0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0559.GEOID18 height accuracy estimate available here.
 RK0559
 RK0559.Click photographs - Photos may exist for this station.
 RK0559
 RK0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0559
 RK0559. The following values were computed from the NAD 83(1994) position.
 RK0559
 RK0559;                    North         East     Units Scale Factor Converg.
 RK0559;SPC MI N     -   153,984.588 7,942,472.458   MT  0.99990498   -0 32 18.4
 RK0559;SPC MI N     -   505,198.78 26,057,980.51   iFT  0.99990498   -0 32 18.4
 RK0559;UTM  16      - 5,112,800.449   442,489.221   MT  0.99964066   -0 32 14.6
 RK0559
 RK0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0559!SPC MI N     -   0.99994277  x   0.99990498  =   0.99984776
 RK0559!UTM  16      -   0.99994277  x   0.99964066  =   0.99958345
 RK0559
 RK0559:                Primary Azimuth Mark                     Grid Az
 RK0559:SPC MI N     -  BARE AZ MK                               328 33 02.7
 RK0559:UTM  16      -  BARE AZ MK                               328 32 58.9
 RK0559
 RK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4248912800(NAD 83)
 RK0559
 RK0559|---------------------------------------------------------------------|
 RK0559| PID    Reference Object                     Distance      Geod. Az  |
 RK0559|                                                           dddmmss.s |
 RK0559| CJ1835 BARE RM 1                            12.771 METERS 12934     |
 RK0559| CJ1836 BARE RM 2                            13.140 METERS 24819     |
 RK0559| CJ1834 BARE AZ MK                                         3280044.3 |
 RK0559|---------------------------------------------------------------------|
 RK0559
 RK0559                          SUPERSEDED SURVEY CONTROL
 RK0559
 RK0559  NAD 83(1986)-  46 09 58.86783(N)    087 44 41.84862(W) AD(       ) 2
 RK0559  NAD 27      -  46 09 59.06200(N)    087 44 41.36200(W) AD(       ) 2
 RK0559
 RK0559.Superseded values are not recommended for survey control.
 RK0559
 RK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0559.See file dsdata.pdf to determine how the superseded data were derived.
 RK0559
 RK0559_MARKER: DS = TRIANGULATION STATION DISK
 RK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0559_STAMPING: BARE 1954
 RK0559_MARK LOGO: CGS
 RK0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0559+STABILITY: SURFACE MOTION
 RK0559
 RK0559  HISTORY     - Date     Condition        Report By
 RK0559  HISTORY     - 1954     MONUMENTED       CGS
 RK0559
 RK0559                          STATION DESCRIPTION
 RK0559
 RK0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0559'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RALPH, ABOUT 0.3
 RK0559'MILE EAST OF SOME OLD BUILDING FOUNDATIONS AND A GRAVEL ROAD AND ON
 RK0559'THE HIGHEST POINT OF A HIGH GRASSY RIDGE.  IT IS ABOUT 150 YARDS
 RK0559'SOUTHWEST OF AN APPLE ORCHARD, 8 FEET SOUTHWEST OF A LARGE BOULDER
 RK0559'AND 7.5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 5
 RK0559'INCHES AND THE DISK IS STAMPED BARE 1954.
 RK0559'
 RK0559'REFERENCE MARKS NO. 1 AND 2 ARE STAMPED BARE NO 1 AND 2 AND PROJECT 6
 RK0559'INCHES.
 RK0559'
 RK0559'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 4
 RK0559'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 RK0559'AND THE DISK IS STAMPED BARE 1954.
 RK0559'
 RK0559'TO REACH THE STATION FROM THE POST OFFICE IN RALPH, GO NORTH ON A
 RK0559'PAVED ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE NORTH AND EAST ON
 RK0559'THE MAIN TRAVELED GRAVEL ROAD FOR 5.25 MILES TO SOME OLD STONE
 RK0559'FOUNDATIONS ON THE RIGHT AND A TRACK ROAD RIGHT, (THE AZIMUTH MARK IS
 RK0559'ON THE RIGHT SIDE OF THE MAIN TRAVELED GRAVEL ROAD 0.65 MILE NORTH OF
 RK0559'THIS POINT.) TURN RIGHT AND GO EAST ON THE TRACK ROAD OVER A GRASSY
 RK0559'FIELD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT GOING UP THE SOUTH SIDE
 RK0559'OF THE RIDGE, TURN LEFT AND GO UPHILL FOR 0.1 MILE TO THE TOP OF
 RK0559'THE RIDGE, TURN RIGHT AND GO EAST AGAIN FOR 0.05 MILE TO A LARGE
 RK0559'BOULDER AND THE STATION AS DESCRIBED.
 RK0559'
 RK0559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6932 ***********************************************************************
 DQ6932  DESIGNATION -  BARGER
 DQ6932  PID         -  DQ6932
 DQ6932  STATE/COUNTY-  MI/BERRIEN
 DQ6932  COUNTRY     -  US
 DQ6932  USGS QUAD   -  BENTON HEIGHTS (2017)
 DQ6932
 DQ6932                         *CURRENT SURVEY CONTROL
 DQ6932  ______________________________________________________________________
 DQ6932* NAD 83(1986) POSITION- 42 07 31.92   (N) 086 27 58.13   (W)   HD_HELD1
 DQ6932* NAVD 88 ORTHO HEIGHT -   182.762 (meters)      599.61  (feet) ADJUSTED
 DQ6932  ______________________________________________________________________
 DQ6932  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 DQ6932  DYNAMIC HEIGHT  -        182.702 (meters)      599.41  (feet) COMP
 DQ6932  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 DQ6932
 DQ6932  VERT ORDER      -  FIRST     CLASS II
 DQ6932
 DQ6932.The horizontal coordinates were determined by differentially corrected
 DQ6932.hand held GPS observations or other comparable positioning techniques
 DQ6932.and have an estimated accuracy of +/- 3 meters.
 DQ6932
 DQ6932.The orthometric height was determined by differential leveling and
 DQ6932.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6932.in May 2018.
 DQ6932
 DQ6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6932.GEOID18 height accuracy estimate available here.
 DQ6932
 DQ6932.Click photographs - Photos may exist for this station.
 DQ6932
 DQ6932.The dynamic height is computed by dividing the NAVD 88
 DQ6932.geopotential number by the normal gravity value computed on the
 DQ6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6932.degrees latitude (g = 980.6199 gals.).
 DQ6932
 DQ6932.The modeled gravity was interpolated from observed gravity values.
 DQ6932
 DQ6932;                    North         East    Units  Estimated Accuracy
 DQ6932;SPC MI S     -    71,648.1   3,826,417.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6932
 DQ6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4412563852(NAD 83)
 DQ6932
 DQ6932                          SUPERSEDED SURVEY CONTROL
 DQ6932
 DQ6932.No superseded survey control is available for this station.
 DQ6932
 DQ6932_MARKER: F = FLANGE-ENCASED ROD
 DQ6932_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ6932+WITH SETTING: INFORMATION.
 DQ6932_STAMPING: 2012 BARGER
 DQ6932_MARK LOGO: NONE
 DQ6932_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6932+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2022
 DQ6932_ROD/PIPE-DEPTH: 2.1 meters
 DQ6932_SLEEVE-DEPTH  : 0.9 meters
 DQ6932
 DQ6932  HISTORY     - Date     Condition        Report By
 DQ6932  HISTORY     - 20120619 MONUMENTED       MIDT
 DQ6932  HISTORY     - 20220706 GOOD             MIDT
 DQ6932
 DQ6932                          STATION DESCRIPTION
 DQ6932
 DQ6932'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DQ6932'THE STATION IS 2.22 MI (3.57 KM) NORTH OF ST. JOSEPH, 9.23 MI (14.85
 DQ6932'KM) SOUTHWEST OF COLOMA AND 25.31 MI (40.72 KM) WEST OF DECATUR.
 DQ6932'
 DQ6932'THE STATION IS LOCATED IN BENTON CHARTER TOWNSHIP, MICHIGAN.
 DQ6932'
 DQ6932'TO REACH THE STATION FROM THE INTERSECTION OF BLUE STAR HIGHWAY (M63)
 DQ6932'AND KLOCK ROAD.  HEAD NORTHBOUND ON BLUE STAR HIGHWAY (M63) FOR 1000
 DQ6932'FT (304.8 M) TO THE STATION ON THE LEFT.
 DQ6932'
 DQ6932'THE STATION IS 31.9 FT (9.7 M) SOUTHEAST OF THE CENTERLINE OF JEAN
 DQ6932'DRIVE, 45.5 FT (13.9 M) NORTHWEST FROM THE CENTERLINE OF BLUE STAR
 DQ6932'HIGHWAY (M63), 33 FT (10.1 M) NORTHEAST FROM LIGHT POLE NUMBER 20,
 DQ6932'32.8 FT (10.0 M) SOUTHWEST FROM SOUTH END OF GUARDRAIL ON WEST SIDE OF
 DQ6932'BLUE STAR HIGHWAY (M63) AND 1 FT (0.3 M) EAST OF ORANGE CARSONITE
 DQ6932'WITNESS POST.
 DQ6932'
 DQ6932'NOTE-ROD WAS DRIVEN TO REFUSAL.
 DQ6932
 DQ6932                          STATION RECOVERY (2022)
 DQ6932
 DQ6932'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (SA)
 DQ6932'CARSONITE POST IS FADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0480 ***********************************************************************
 QL0480  DESIGNATION -  BARK RIVER
 QL0480  PID         -  QL0480
 QL0480  STATE/COUNTY-  MI/DELTA
 QL0480  COUNTRY     -  US
 QL0480  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0480
 QL0480                         *CURRENT SURVEY CONTROL
 QL0480  ______________________________________________________________________
 QL0480* NAD 83(1994) POSITION- 45 34 30.58158(N) 087 14 25.66346(W)   ADJUSTED
 QL0480* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QL0480  ______________________________________________________________________
 QL0480  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 QL0480  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 QL0480  HORZ ORDER      -  FIRST
 QL0480
 QL0480.The horizontal coordinates were established by classical geodetic methods
 QL0480.and adjusted by the National Geodetic Survey in February 1997.
 QL0480
 QL0480.The orthometric height was scaled from a topographic map.
 QL0480
 QL0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0480.GEOID18 height accuracy estimate available here.
 QL0480
 QL0480.Click photographs - Photos may exist for this station.
 QL0480
 QL0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0480
 QL0480. The following values were computed from the NAD 83(1994) position.
 QL0480
 QL0480;                    North         East     Units Scale Factor Converg.
 QL0480;SPC MI N     -    88,036.887 7,981,231.394   MT  0.99997906   -0 10 25.7
 QL0480;SPC MI N     -   288,834.93 26,185,142.37   iFT  0.99997906   -0 10 25.7
 QL0480;UTM  16      - 5,046,874.906   481,238.481   MT  0.99960433   -0 10 18.2
 QL0480
 QL0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0480!SPC MI N     -   0.99997778  x   0.99997906  =   0.99995684
 QL0480!UTM  16      -   0.99997778  x   0.99960433  =   0.99958212
 QL0480
 QL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8123846874(NAD 83)
 QL0480
 QL0480                          SUPERSEDED SURVEY CONTROL
 QL0480
 QL0480  NAD 83(1986)-  45 34 30.58164(N)    087 14 25.66195(W) AD(       ) 1
 QL0480  NAD 27      -  45 34 30.68850(N)    087 14 25.20730(W) AD(       ) 1
 QL0480  USSD        -  45 34 30.93200(N)    087 14 25.03300(W) AD(       ) 3
 QL0480
 QL0480.Superseded values are not recommended for survey control.
 QL0480
 QL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0480.See file dsdata.pdf to determine how the superseded data were derived.
 QL0480
 QL0480_MARKER: N = NAIL
 QL0480_SETTING: 0 = UNSPECIFIED SETTING
 QL0480
 QL0480  HISTORY     - Date     Condition        Report By
 QL0480  HISTORY     - 1864     MONUMENTED       USLS
 QL0480  HISTORY     - 1905     GOOD             USLS
 QL0480  HISTORY     - 1954     GOOD             USGS
 QL0480  HISTORY     - 1954     MARK NOT FOUND   CGS
 QL0480
 QL0480                          STATION DESCRIPTION
 QL0480
 QL0480'DESCRIBED BY US LAKE SURVEY 1905
 QL0480'ABOUT 400 METERS (1,312 FEET) NORTHWEST OF MOUTH OF BARK RIVER, ON
 QL0480'SECOND BANK, 14 METERS (46
 QL0480'FEET) BACK FROM BAY SHORE, IN THICK WOODS OF WHITE BIRCH, SPRUCE,
 QL0480'CEDAR, AND BALSAM.  MARKED BY
 QL0480'NAIL LEADED INTO LIMESTONE BLOCK ABOUT 18 INCHES
 QL0480'BELOW SURFACE OF GROUND, AND COVERED WITH FLAT
 QL0480'STONE 24 BY 18 BY 4 INCHES.  REFERENCE
 QL0480'MARKS ARE BOULDERS ABOUT 6 FEET IN DIAMETER ON BEACH.  ONE BEARS
 QL0480'N. 77 DEG E., FROM STATION
 QL0480'AND IS DISTANT 57 METERS (187 FEET), ANOTHER BEARS S. 19 DEG E. FROM
 QL0480'STATION AND IS 67 METERS (220
 QL0480'FEET) DISTANT.
 QL0480
 QL0480                          STATION RECOVERY (1954)
 QL0480
 QL0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QL0480'ABOUT 1312 FEET NORTHEAST OF MOUTH OF BARK RIVER, 110 FEET BACK
 QL0480'FROM BAY SHORE.
 QL0480'IT WAS REOCCUPIED IN 1954 BY C AND GS AND REFERENCE MARKS
 QL0480'SET.
 QL0480
 QL0480                          STATION RECOVERY (1954)
 QL0480
 QL0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 QL0480'BARK RIVER 1864 (USLS) AFTER INVESTIGATION WAS CONSIDERED
 QL0480'AS A NEW STATION
 QL0480'AND CALLED BARK RIVER 2.  CHECK ANGLES INVOLVING
 QL0480'BARK RIVER 1864 (USLS) CHECKED IN
 QL0480'SOME INSTANCES VERY POORLY
 QL0480'VARYING FROM 8 TO 16 SECONDS.  THE DESCRIPTION NAME
 QL0480'OF THIS
 QL0480'STATION SHOULD BE CHANGED ACCORDINGLY, AND BARK RIVER 1864 (USLS)
 QL0480'SHOULD BE
 QL0480'CONSIDERED AS NOT RECOVERED.
 QL0480'
 QL0480'(REPORT OF TRIANGULATION COMPUTATIONS G-12286)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0481 ***********************************************************************
 QL0481  DESIGNATION -  BARK RIVER 2
 QL0481  PID         -  QL0481
 QL0481  STATE/COUNTY-  MI/DELTA
 QL0481  COUNTRY     -  US
 QL0481  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0481
 QL0481                         *CURRENT SURVEY CONTROL
 QL0481  ______________________________________________________________________
 QL0481* NAD 83(1994) POSITION- 45 34 30.60358(N) 087 14 25.69979(W)   ADJUSTED
 QL0481* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QL0481  ______________________________________________________________________
 QL0481  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 QL0481  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 QL0481  HORZ ORDER      -  FIRST
 QL0481
 QL0481.The horizontal coordinates were established by classical geodetic methods
 QL0481.and adjusted by the National Geodetic Survey in February 1997.
 QL0481
 QL0481.The orthometric height was scaled from a topographic map.
 QL0481
 QL0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0481.GEOID18 height accuracy estimate available here.
 QL0481
 QL0481.Click photographs - Photos may exist for this station.
 QL0481
 QL0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0481
 QL0481. The following values were computed from the NAD 83(1994) position.
 QL0481
 QL0481;                    North         East     Units Scale Factor Converg.
 QL0481;SPC MI N     -    88,037.569 7,981,230.608   MT  0.99997906   -0 10 25.7
 QL0481;SPC MI N     -   288,837.17 26,185,139.79   iFT  0.99997906   -0 10 25.7
 QL0481;UTM  16      - 5,046,875.587   481,237.695   MT  0.99960433   -0 10 18.3
 QL0481
 QL0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0481!SPC MI N     -   0.99997778  x   0.99997906  =   0.99995684
 QL0481!UTM  16      -   0.99997778  x   0.99960433  =   0.99958212
 QL0481
 QL0481:                Primary Azimuth Mark                     Grid Az
 QL0481:SPC MI N     -  MINNEAPOLIS SHOAL LIGHTHOUSE             087 57 36.9
 QL0481:UTM  16      -  MINNEAPOLIS SHOAL LIGHTHOUSE             087 57 29.5
 QL0481
 QL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8123746875(NAD 83)
 QL0481
 QL0481|---------------------------------------------------------------------|
 QL0481| PID    Reference Object                     Distance      Geod. Az  |
 QL0481|                                                           dddmmss.s |
 QL0481| CJ4218 BARK RIVER 2 RM 3                    18.919 METERS 02828     |
 QL0481| QL0630 MINNEAPOLIS SHOAL LIGHTHOUSE        APPROX.18.9 KM 0874711.2 |
 QL0481| CJ4219 BARK RIVER 2 RM 4                    32.849 METERS 12954     |
 QL0481|---------------------------------------------------------------------|
 QL0481
 QL0481                          SUPERSEDED SURVEY CONTROL
 QL0481
 QL0481  NAD 83(1986)-  45 34 30.60244(N)    087 14 25.69859(W) AD(       ) 1
 QL0481  NAD 27      -  45 34 30.69300(N)    087 14 25.24900(W) AD(       ) 1
 QL0481
 QL0481.Superseded values are not recommended for survey control.
 QL0481
 QL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0481.See file dsdata.pdf to determine how the superseded data were derived.
 QL0481
 QL0481_MARKER: DD = SURVEY DISK
 QL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0481_STAMPING: BARK RIVER 1864
 QL0481_MARK LOGO: USLS
 QL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0481+STABILITY: SURFACE MOTION
 QL0481
 QL0481  HISTORY     - Date     Condition        Report By
 QL0481  HISTORY     - 1954     MONUMENTED       NGS
 QL0481  HISTORY     - 1954     GOOD             CGS
 QL0481
 QL0481                          STATION DESCRIPTION
 QL0481
 QL0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0481'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGES IN
 QL0481'LAND MARKS, A COMPLETE NEW DESCRIPTION FOLLOWS.
 QL0481'
 QL0481'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF ESCANABA, ABOUT 9-1/2
 QL0481'MILES SOUTH-SOUTHEAST OF THE VILLAGE OF BARK RIVER, ALONG THE WEST
 QL0481'SHORE OF GREEN BAY, AND ABOUT 400 METERS NORTHWEST OF THE MOUTH OF
 QL0481'BARK RIVER.  IT IS 118-1/2 FEET WEST OF THE WEST SHORE OF GREEN BAY,
 QL0481'15 FEET SOUTHWEST OF A TRIANGLE BLAZED TREE, AND 18 FEET NORTH OF A
 QL0481'TRIANGLE BLAZED TREE, THE MARK IS A U.S. LAKE SURVEY DISK SET IN AN 8
 QL0481'INCH CONCRETE CYLINDER, PROJECTS ABOUT 18 INCHES AND THE DISK IS
 QL0481'STAMPED BARK RIVER 1864.
 QL0481'
 QL0481'REFERENCE MARK NO. 3 IS SET IN THE APPROXIMATE CENTER OF A CLEARED
 QL0481'TRAIL.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BARK RIVER
 QL0481'NO 3 1864-1954.  NOTE-11A.
 QL0481'
 QL0481'REFERENCE MARK NO. 4 IS 11 FEET WEST OF THE WEST SHORE OF GREEN BAY.
 QL0481'THE MARK IS SET FLUSH AND THE DISK IS STAMPED BARK RIVER NO 4
 QL0481'1864-1954.  NOTE 11A.
 QL0481'
 QL0481'MINNEAPOLIS SHOALS LIGHTHOUSE WAS USED AS AN AZIMUTH MARK.
 QL0481'
 QL0481'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 2 AND 41, AND STATE
 QL0481'HIGHWAY NO. 35 IN THE WEST EDGE OF ESCANABA, GO SOUTHEASTERLY ON STATE
 QL0481'HIGHWAY NO. 35 FOR 16.0 MILES TO A GATE AND SMALL SHED ON LEFT SIDE OF
 QL0481'HIGHWAY, JUST BEFORE REACHING BARK RIVER BRIDGE.  TURN LEFT THROUGH
 QL0481'GATE AND GO EASTERLY FOR 0.15 MILE TO FORKS, JUST BEFORE REACHING
 QL0481'GATE.  TAKE LEFT FORK AND CONTINUE 0.2 MILE TO CABIN ON RIGHT.  PASS
 QL0481'CABIN AND GO 0.05 MILE TO CLEARED TRAIL ON RIGHT.  TURN RIGHT AND
 QL0481'FOLLOW CLEARED TRAIL SOUTHERLY FOR ABOUT 200 YARDS TO SMALL CLEARING
 QL0481'AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0538 ***********************************************************************
 PL0538  DESIGNATION -  BARNARD
 PL0538  PID         -  PL0538
 PL0538  STATE/COUNTY-  MI/BENZIE
 PL0538  COUNTRY     -  US
 PL0538  USGS QUAD   -  THOMPSONVILLE (2017)
 PL0538
 PL0538                         *CURRENT SURVEY CONTROL
 PL0538  ______________________________________________________________________
 PL0538* NAD 83(1994) POSITION- 44 35 55.02735(N) 085 54 58.58321(W)   ADJUSTED
 PL0538* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 PL0538  ______________________________________________________________________
 PL0538  GEOID HEIGHT    -        -34.936 (meters)                     GEOID18
 PL0538  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 PL0538  HORZ ORDER      -  FIRST
 PL0538
 PL0538.The horizontal coordinates were established by classical geodetic methods
 PL0538.and adjusted by the National Geodetic Survey in February 1997.
 PL0538
 PL0538.The orthometric height was scaled from a topographic map.
 PL0538
 PL0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0538.GEOID18 height accuracy estimate available here.
 PL0538
 PL0538.Click photographs - Photos may exist for this station.
 PL0538
 PL0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0538
 PL0538. The following values were computed from the NAD 83(1994) position.
 PL0538
 PL0538;                    North         East     Units Scale Factor Converg.
 PL0538;SPC MI C     -   143,626.036 5,876,984.411   MT  0.99993071   -1 05 40.8
 PL0538;SPC MI C     -   471,214.03 19,281,444.92   iFT  0.99993071   -1 05 40.8
 PL0538;UTM  16      - 4,938,934.758   586,008.575   MT  0.99969097   +0 45 39.5
 PL0538
 PL0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0538!SPC MI C     -   0.99995626  x   0.99993071  =   0.99988697
 PL0538!UTM  16      -   0.99995626  x   0.99969097  =   0.99964724
 PL0538
 PL0538:                Primary Azimuth Mark                     Grid Az
 PL0538:SPC MI C     -  BARNARD AZ MK                            160 53 19.5
 PL0538:UTM  16      -  BARNARD AZ MK                            159 01 59.2
 PL0538
 PL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8600838934(NAD 83)
 PL0538
 PL0538|---------------------------------------------------------------------|
 PL0538| PID    Reference Object                     Distance      Geod. Az  |
 PL0538|                                                           dddmmss.s |
 PL0538| CH1688 BARNARD RM 1                                       04611     |
 PL0538| CH1687 BARNARD AZ MK                                      1594738.7 |
 PL0538| CH1689 BARNARD RM 2                                       32247     |
 PL0538|---------------------------------------------------------------------|
 PL0538
 PL0538                          SUPERSEDED SURVEY CONTROL
 PL0538
 PL0538  NAD 83(1986)-  44 35 55.03541(N)    085 54 58.58061(W) AD(       ) 1
 PL0538  NAD 27      -  44 35 55.02949(N)    085 54 58.27666(W) AD(       ) 1
 PL0538
 PL0538.Superseded values are not recommended for survey control.
 PL0538
 PL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0538.See file dsdata.pdf to determine how the superseded data were derived.
 PL0538
 PL0538_MARKER: DS = TRIANGULATION STATION DISK
 PL0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0538_STAMPING: BARNARD 1932
 PL0538_MARK LOGO: CGS
 PL0538_PROJECTION: RECESSED 30 CENTIMETERS
 PL0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0538+STABILITY: SURFACE MOTION
 PL0538
 PL0538  HISTORY     - Date     Condition        Report By
 PL0538  HISTORY     - 1932     MONUMENTED       CGS
 PL0538  HISTORY     - 1956     MARK NOT FOUND   USGS
 PL0538  HISTORY     - 1980     GOOD             MIDH
 PL0538  HISTORY     - 19960816 GOOD             USPSQD
 PL0538
 PL0538                          STATION DESCRIPTION
 PL0538
 PL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0538'ABOUT 9 MILES EAST OF BENZONIA, 5 MILES NORTH OF THOMPSONVILLE, IN NW
 PL0538'1/4 SEC. 5, T. 25 N., R. 13 W., COLFAX TOWNSHIP, ON LAND OWNED AND
 PL0538'OCCUPIED BY GEORGE BARNARD, ABOUT 200 YARDS SOUTH OF HIS HOUSE, 85
 PL0538'YARDS EAST OF FENCE ALONG EAST EDGE OF WOODS, ON TOP OF KNOLL IN
 PL0538'CULTIVATED FIELD, AND 80 FEET SOUTH OF FORKED BLACK-CHERRY TREE IN
 PL0538'SOUTH EDGE OF ORCHARD.
 PL0538'
 PL0538'TO REACH FROM BENZONIA, GO EAST 5 MILES ON COUNTY ROUTE 608 FROM
 PL0538'JUNCTION WITH U.S. ROUTE 31 TO JUNCTION WITH COUNTY ROUTE 671, PROCEED
 PL0538'NORTH 0.5 MILE ON COUNTY ROUTE 671, PROCEED EAST 3.0 MILES TO
 PL0538'CROSSROADS, PROCEED SOUTH 1.5 MILES TO CROSSROADS AT SCHOOL, TURN EAST
 PL0538'ONTO SECTION-LINE ROAD WHICH BEARS LEFT, CONTINUE UP VALLEY 0.65 MILE
 PL0538'TO FORK AT MAIL BOX, FOLLOW MAIN (LEFT) FORK UP VALLEY TO BARNARDS
 PL0538'HOUSE WHERE PUBLIC ROAD TURNS EAST, FOLLOW FARM LANE SOUTH BETWEEN
 PL0538'BARN AND HOUSE ALONG EDGE OF WOODS 200 YARDS TO SOUTHWEST CORNER OF
 PL0538'ORCHARD, AND CONTINUE SOUTHEAST ACROSS FIELD 100 YARDS TO STATION
 PL0538'SITE.
 PL0538'
 PL0538'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 PL0538'NOTES 1A AND 7A.  UPPER MARK IS 8 INCHES BELOW SURFACE.  REFERENCE AND
 PL0538'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0538'
 PL0538'NO. 1 PROJECTS 5 INCHES, IS IN EAST-WEST FENCE LINE, ABOUT 50 FEET
 PL0538'WEST OF SOUTHEAST CORNER OF ORCHARD, AND 115.76 FEET (SLOPE) FROM
 PL0538'STATION IN AZIMUTH 226 DEG. 11 MIN.
 PL0538'
 PL0538'NO. 2 PROJECTS 6 INCHES, IS IN SOUTH EDGE OF ORCHARD, ABOUT 2 FEET
 PL0538'SOUTH OF YOUNG QUINCE TREE, AND 108.24 FEET (SLOPE) FROM STATION IN
 PL0538'AZIMUTH 142 DEG. 47 MIN.
 PL0538'
 PL0538'AZIMUTH MARK PROJECTS 4 INCHES, IS IN NORTH EDGE OF WOODS, ABOUT 60
 PL0538'FEET EAST OF SOUTHWEST CORNER OF CULTIVATED FIELD, AND APPROXIMATELY
 PL0538'0.45 MILE FROM STATION IN AZIMUTH 339 DEG. 47 MIN. 41 SEC.
 PL0538'
 PL0538'TO REACH AZIMUTH MARK, GO EAST ABOUT 100 YARDS AND SOUTH ON FARM ABOUT
 PL0538'0.35 MILE ALONG EDGE OF WOODS UNTIL ROAD ENDS AT NORTH EDGE OF WOODS,
 PL0538'PROCEED EAST 100 YARDS, AND THEN SOUTH ABOUT 80 YARDS TO MARK.
 PL0538
 PL0538                          STATION RECOVERY (1956)
 PL0538
 PL0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PL0538'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  STATION IS IN A
 PL0538'CULTIVATED FIELD.  SOME SEARCH WAS MADE FOR THE MARK BUT A THOROUGH
 PL0538'SEARCH COULD NOT BE MADE WITHOUT DIGGING UP THE PLANTED FIELD.
 PL0538
 PL0538                          STATION RECOVERY (1980)
 PL0538
 PL0538'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0538'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0538'CONDITION.  UPPER MARK OF STATION IS NOW ONE FOOT BELOW GROUND
 PL0538'SURFACE.  DID NOT SEARCH FOR AZIMUTH MARK.
 PL0538'
 PL0538'TO REACH FROM THE JUNCTION OF COUNTY ROADS 669 AND 671 IN
 PL0538'THOMPSONVILLE, GO NORTH ON COUNTY ROAD 669 5.5 MILES TO AYLESWORTH
 PL0538'ROAD, TURN RIGHT AND GO EAST ONE MILE TO A TRAIL ON THE RIGHT (DRIVE
 PL0538'TO OLD BARNARD FARM), FOLLOW TRAIL SOUTH ONTO PROPERTY (NOW OWNED BY
 PL0538'MR DOY BAKER), CONTINUE ABOUT 200 YARDS PAST THE REMAINS OF THE
 PL0538'BARNARD HOUSE AND BUILDINGS, (ALL BUILDINGS HAVE BEEN TORN DOWN) TO
 PL0538'THE SOUTHWEST CORNER OF AN OLD APPLE ORCHARD, CONTINUE SOUTHEAST
 PL0538'ACROSS THE OPEN FIELD FOR ABOUT 100 YARDS TO THE STATION ON A HIGH
 PL0538'KNOLL.
 PL0538'
 PL0538'STATION IS IN NORTHWEST 1/4 SECTION 5 T25N R13W, COLFAX TOWNSHIP.
 PL0538
 PL0538                          STATION RECOVERY (1996)
 PL0538
 PL0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1608 ***********************************************************************
 NF1608  DESIGNATION -  BARNES
 NF1608  PID         -  NF1608
 NF1608  STATE/COUNTY-  MI/BARRY
 NF1608  COUNTRY     -  US
 NF1608  USGS QUAD   -  MIDDLEVILLE (2017)
 NF1608
 NF1608                         *CURRENT SURVEY CONTROL
 NF1608  ______________________________________________________________________
 NF1608* NAD 83(1994) POSITION- 42 43 43.07651(N) 085 25 43.56284(W)   ADJUSTED
 NF1608* NAVD 88 ORTHO HEIGHT -   302.7   (meters)      993.    (feet) VERTCON3
 NF1608  ______________________________________________________________________
 NF1608  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 NF1608  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 NF1608  HORZ ORDER      -  FIRST
 NF1608
 NF1608.The horizontal coordinates were established by classical geodetic methods
 NF1608.and adjusted by the National Geodetic Survey in February 1997.
 NF1608
 NF1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1608
 NF1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1608.GEOID18 height accuracy estimate available here.
 NF1608
 NF1608.Click photographs - Photos may exist for this station.
 NF1608
 NF1608.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1608
 NF1608. The following values were computed from the NAD 83(1994) position.
 NF1608
 NF1608;                    North         East     Units Scale Factor Converg.
 NF1608;SPC MI S     -   137,021.684 3,913,025.209   MT  0.99991059   -0 43 22.0
 NF1608;SPC MI S     -   449,546.21 12,838,009.22   iFT  0.99991059   -0 43 22.0
 NF1608;UTM  16      - 4,731,877.507   628,632.035   MT  0.99980357   +1 03 58.6
 NF1608
 NF1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1608!SPC MI S     -   0.99995781  x   0.99991059  =   0.99986841
 NF1608!UTM  16      -   0.99995781  x   0.99980357  =   0.99976139
 NF1608
 NF1608:                Primary Azimuth Mark                     Grid Az
 NF1608:SPC MI S     -  BARNES RM 2                              160 22 51.0
 NF1608:UTM  16      -  BARNES RM 2                              158 35 30.4
 NF1608
 NF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2863231877(NAD 83)
 NF1608
 NF1608|---------------------------------------------------------------------|
 NF1608| PID    Reference Object                     Distance      Geod. Az  |
 NF1608|                                                           dddmmss.s |
 NF1608| CH0780 BARNES RM 1                          36.805 METERS 02632     |
 NF1608| CH0781 BARNES RM 2                                        1593929.0 |
 NF1608| CH0782 BARNES RM 3                          21.680 METERS 28956     |
 NF1608|---------------------------------------------------------------------|
 NF1608
 NF1608                          SUPERSEDED SURVEY CONTROL
 NF1608
 NF1608  NAD 83(1986)-  42 43 43.07648(N)    085 25 43.57845(W) AD(       ) 1
 NF1608  NAD 27      -  42 43 42.95432(N)    085 25 43.52620(W) AD(       ) 1
 NF1608  NGVD 29 (07/19/86)  302.8    (m)          993.     (f) VERT ANG       
 NF1608
 NF1608.Superseded values are not recommended for survey control.
 NF1608
 NF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1608.See file dsdata.pdf to determine how the superseded data were derived.
 NF1608
 NF1608_MARKER: DS = TRIANGULATION STATION DISK
 NF1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1608_STAMPING: BARNES 1931
 NF1608_MARK LOGO: CGS
 NF1608_PROJECTION: PROJECTING 8 CENTIMETERS
 NF1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1608+STABILITY: SURFACE MOTION
 NF1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1608+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 NF1608
 NF1608  HISTORY     - Date     Condition        Report By
 NF1608  HISTORY     - 1931     MONUMENTED       CGS
 NF1608  HISTORY     - 1964     GOOD             CGS
 NF1608  HISTORY     - 1969     GOOD             CGS
 NF1608  HISTORY     - 1980     GOOD             MIDH
 NF1608  HISTORY     - 19951117 GOOD             MI-015
 NF1608  HISTORY     - 19961117 GOOD             MI-015
 NF1608  HISTORY     - 19970308 GOOD             USPSQD
 NF1608  HISTORY     - 20040417 GOOD             USPSQD
 NF1608  HISTORY     - 20070223 GOOD             GEOCAC
 NF1608  HISTORY     - 20080619 GOOD             GEOCAC
 NF1608
 NF1608                          STATION DESCRIPTION
 NF1608
 NF1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF1608'ABOUT 1-1/2 MILES EAST AND 1-1/4 MILES NORTH OF MIDDLEVILLE, IN SEC.
 NF1608'13, T. 4 N., R. 10 W., THORNAPPLE TOWNSHIP, ON LAND OWNED BY JAMES
 NF1608'BARNES, ON TOP OF SMALL KNOLL ON EAST SIDE OF NORTH-AND-SOUTH GRAVEL
 NF1608'ROAD, 11.5 METERS (38 FEET) EAST OF CENTER LINE OF ROAD, 3.6 METERS
 NF1608'(12 FEET) EAST OF FENCE LINE ON EAST SIDE OF ROAD, AND APPROXIMATELY
 NF1608'200 METERS (656 FEET) NORTH OF OLD UNPAINTED HOUSE.  REACHED FROM
 NF1608'MIDDLEVILLE BY ROUTE M-37 EAST 1-3/4 MILES TO NARROW GRAVEL ROAD
 NF1608'LEADING NORTH.  FOLLOW THIS ROAD NORTH 1-1/4 MILES TO STATION.
 NF1608'
 NF1608'TO REACH FROM STATION BARRY, FOLLOW ROAD WEST 1.3 MILES, THENCE SOUTH
 NF1608'ON SANK ROAD 1.8 MILES TO STATION.
 NF1608'
 NF1608'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1608'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE
 NF1608'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF1608'
 NF1608'NO. 1 IS IN FENCE LINE ON EAST SIDE OF ROAD, 5.6 METERS (18 FEET)
 NF1608'EAST OF CENTER LINE OF ROAD, AND 36.82 METERS (120.8 FEET) (SLOPE
 NF1608'DISTANCE) FROM STATION IN AZIMUTH 206 DEG 33 MIN.
 NF1608'
 NF1608'NO. 2 IS IN FENCE LINE ON NORTH SIDE OF ROAD, 5 METERS (16 FEET)
 NF1608'NORTH OF CENTER LINE OF ROAD, APPROXIMATELY 50 METERS (164 FEET) EAST
 NF1608'OF OLD UNPAINTED HOUSE, AND APPROXIMATELY 200 METERS (656 FEET) FROM
 NF1608'STATION IN AZIMUTH 339 DEG 39 MIN 31 SEC.
 NF1608
 NF1608                          STATION RECOVERY (1964)
 NF1608
 NF1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1608'RECOVERED AS DESCRIBED.
 NF1608
 NF1608                          STATION RECOVERY (1969)
 NF1608
 NF1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1608'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1608'CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  FOLLOWING
 NF1608'IS A NEW DESCRIPTION.
 NF1608'
 NF1608'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 13, T. 4 N., R.
 NF1608'10 W., ON A SMALL KNOLL AND ON PROPERTY OF THE MICHIGAN CONSERVATION
 NF1608'DEPARTMENT.  IT IS 9-1/2 MILES NORTHWEST OF HASTINGS, 2-1/2 MILES
 NF1608'NORTHEAST OF MIDDLEVILLE AND 2-3/4 MILES NORTH OF IRVING.
 NF1608'
 NF1608'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON
 NF1608'MAIN STREET AND STATE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT. TURN
 NF1608'LEFT AND GO NORTH ON ROBERTSON ROAD FOR 1.15 MILES TO REFERENCE MARK 2
 NF1608'ON THE RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON ROBERTSON ROAD FOR
 NF1608'0.15 MILE TO THE STATION ON THE RIGHT.
 NF1608'
 NF1608'THE STATION MARK IS A STANDARD DISK STAMPED BARNES 1931, SET IN THE
 NF1608'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1608'ABOVE THE GROUND.  IT IS 40 FEET EAST-SOUTHEAST OF THE CENTER OF
 NF1608'ROBERTSON ROAD AND 4 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 NF1608'(NOTES 1A 7A)
 NF1608'
 NF1608'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARNES NO 1 1931, SET IN
 NF1608'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1608'ABOVE THE GROUND.  IT IS 21 FEET EAST-SOUTHEAST OF THE CENTER OF
 NF1608'ROBERTSON ROAD.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARNES NO 2 1931, SET IN
 NF1608'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1608'ABOVE THE GROUND.  (THIS MARK WAS USED AS AN AZIMUTH MARK) IT IS 17
 NF1608'FEET NORTH-NORTHEAST OF THE CENTER OF ROBERTSON ROAD, 10 FEET
 NF1608'WEST-NORTHWEST OF A 30-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 2
 NF1608'FEET EAST-SOUTHEAST OF A METAL WITNESS POST.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARNES 1931 RM 3 1969, SET
 NF1608'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1608'INCHES ABOVE THE GROUND.  IT IS 27 FEET WEST-NORTHWEST OF THE CENTER
 NF1608'OF ROBERTSON ROAD AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST.
 NF1608'(NOTE 11B)
 NF1608'
 NF1608'HEIGHT OF LIGHT ABOVE STATION MARK 85.6 FEET.
 NF1608'
 NF1608'NO MEASUREMENTS BETWEEN THE RMS DUE TO THE TERRAIN. DISTANCES WERE
 NF1608'MEASURED MARK TO MARK.
 NF1608
 NF1608                          STATION RECOVERY (1980)
 NF1608
 NF1608'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF1608'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1608'DESCRIBED.  WITNESS POSTS AND SIGNS WERE SET BY ALL MARKS.
 NF1608
 NF1608                          STATION RECOVERY (1995)
 NF1608
 NF1608'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1608'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 13, T4N, R10W,
 NF1608'ON A SMALL KNOLL AND ON PROPERTY OF THE MICHIGAN CONSERVETION
 NF1608'DEPARTMENT.  IT IS 9 1/2 MILES NORTHWEST OF HASTINGS, 2 1/2 MILES
 NF1608'NORTHEAST IF MIDDLEVILLE, AND 2 3/4 MILES NORTH OF IRVING.
 NF1608'
 NF1608'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST AN
 NF1608'MAIN STREET AND STATE ROAD FOR 2.0 MILES (3.2 KM) TO A SIDE ROAD LEFT.
 NF1608'TURN LEFT AND GO NORTH ON ROBERTSON ROAD FOR 1.15 MILES (1.85 KM) TO
 NF1608'REFERENCE MARK 2 ON THE RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON
 NF1608'ROBERTSON ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT.
 NF1608'
 NF1608'THE STATION MARK IS A STANDARD DISK STAMPED BARNES 1931, SET IN THE
 NF1608'TOP OF A 14 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1608'ABOVE THE GROUND.  IT IS 40 FEET (12.2 M) EAST-SOUTHEAST OF THE CENTER
 NF1608'OF ROBERTSON ROAD AND 4 FEET (1.2 M) NORTH-NORTHWEST OF A METAL
 NF1608'WITNESS POST.  (NOTES 1A AND 7A)
 NF1608'
 NF1608'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARNES NO. 1 1931, SET IN
 NF1608'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1608'ABOVE THE GROUND.  IT IS 21 FEET (6.4 M) EAST-SOUTHEAST OF THE CENTER
 NF1608'OF ROBERTSON ROAD.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARNES NO. 2 1931, SET IN
 NF1608'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1608'ABOVE THE GROUND.  (THIS MARK WAS USED AS AN AZIMUTH MARK) IT IS 17
 NF1608'FEET (5.2 M) NORTH-NORTHEAST OF THE CENTER OF ROBERTSON ROAD, 10 FEET
 NF1608'(3.0 M) WEST-NORTHWEST OF A 30 INCH OAK TREE WITH A TRIANGULAR BLAZE
 NF1608'AND 2 FEET (0.6 M) EAST-SOUTHEAST OF A METAL WITNESS POST.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARNES 1931 RM3 1969, SET
 NF1608'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1608'INCHES ABOVE THE GROUND.  IT IS 27 FEET (8.2 M) WEST-NORTHWEST OF THE
 NF1608'CENTER OF ROBERTSON ROAD AND 1.6 FEET (0.5 M) NORTHEAST OF A METAL
 NF1608'WITNESS POST.  (NOTE 11B)
 NF1608'
 NF1608'HEIGHT OF LIGHT ABOVE STATION MARK 85.6 FEET. (26.1 M) RECOVERY NOTE
 NF1608'BY MI DEPT OF HIGHWAYS 1980 (LLC) THE STATION AND REFERENCE MARKS WERE
 NF1608'RECOVERED IN GOOD CONDITION AS DESCRIBED. WITNESS POSTS AND SIGNS WERE
 NF1608'SET BY ALL MARKS.
 NF1608
 NF1608                          STATION RECOVERY (1996)
 NF1608
 NF1608'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1608'RECOVERY 1996 (BARRY COUNTY REMONUMENTAITON) THE STATION AND ALL
 NF1608'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. (FROM
 NF1608'1931 DESCRIPTION) NO.  1 FROM MARK IN AZIMUTH IS 206 DEG 33 MIN.  NO.
 NF1608'2 FROM MARK IN AZIMUTH IS 339 DEG 39 MIN 31 SEC. METAL WITNESS POST
 NF1608'WITH SIGN.  OTHERWISE FOUND AS DESCRIBED.
 NF1608
 NF1608                          STATION RECOVERY (1997)
 NF1608
 NF1608'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1608'RECOVERED IN GOOD CONDITION.
 NF1608
 NF1608                          STATION RECOVERY (2004)
 NF1608
 NF1608'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1608'AZIMUTH, AND REFERENCE MARKS 1 AND 3 FOUND. REFERENCE MARK 2 NOT
 NF1608'FOUND.  ROAD HAS APPARENTLY BEEN WIDENED AND MARK LOST.
 NF1608
 NF1608                          STATION RECOVERY (2007)
 NF1608
 NF1608'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF1608'CONCRETE BASE BEING ENGULFED BY MOSS BUT DISK INTACT.
 NF1608
 NF1608                          STATION RECOVERY (2008)
 NF1608
 NF1608'RECOVERY NOTE BY GEOCACHING 2008 (PJP)
 NF1608'PRIMARY MARKER FOUND IN EXCELLENT CONDITION.  SOUTHERN REFERENCE MARK
 NF1608'BASE IS SPLIT, MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0281 ***********************************************************************
 PK0281  DESIGNATION -  BARQUES
 PK0281  PID         -  PK0281
 PK0281  STATE/COUNTY-  MI/HURON
 PK0281  COUNTRY     -  US
 PK0281  USGS QUAD   -  HURON CITY (2017)
 PK0281
 PK0281                         *CURRENT SURVEY CONTROL
 PK0281  ______________________________________________________________________
 PK0281* NAD 83(1994) POSITION- 44 01 18.46998(N) 082 47 35.27563(W)   ADJUSTED
 PK0281* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) VERTCON3
 PK0281  ______________________________________________________________________
 PK0281  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 PK0281  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 PK0281  HORZ ORDER      -  SECOND
 PK0281
 PK0281.The horizontal coordinates were established by classical geodetic methods
 PK0281.and adjusted by the National Geodetic Survey in February 1997.
 PK0281
 PK0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0281
 PK0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0281.GEOID18 height accuracy estimate available here.
 PK0281
 PK0281.Click photographs - Photos may exist for this station.
 PK0281
 PK0281.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0281
 PK0281. The following values were computed from the NAD 83(1994) position.
 PK0281
 PK0281;                    North         East     Units Scale Factor Converg.
 PK0281;SPC MI S     -   281,317.741 4,126,166.808   MT  1.00010425   +1 04 15.0
 PK0281;SPC MI S     -   922,958.47 13,537,292.68   iFT  1.00010425   +1 04 15.0
 PK0281;UTM  17      - 4,875,856.834   356,289.030   MT  0.99985401   -1 14 46.7
 PK0281
 PK0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0281!SPC MI S     -   0.99997731  x   1.00010425  =   1.00008156
 PK0281!UTM  17      -   0.99997731  x   0.99985401  =   0.99983132
 PK0281
 PK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5628975856(NAD 83)
 PK0281
 PK0281                          SUPERSEDED SURVEY CONTROL
 PK0281
 PK0281  NAD 83(1986)-  44 01 18.45532(N)    082 47 35.29650(W) AD(       ) 2
 PK0281  NAD 27      -  44 01 18.42378(N)    082 47 35.51833(W) AD(       ) 2
 PK0281  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 PK0281
 PK0281.Superseded values are not recommended for survey control.
 PK0281
 PK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0281.See file dsdata.pdf to determine how the superseded data were derived.
 PK0281
 PK0281_MARKER: DD = SURVEY DISK
 PK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0281_STAMPING: BARQUES 1980
 PK0281_MARK LOGO: NOS
 PK0281_PROJECTION: FLUSH
 PK0281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0281+STABILITY: SURFACE MOTION
 PK0281
 PK0281  HISTORY     - Date     Condition        Report By
 PK0281  HISTORY     - 1980     MONUMENTED       NOS
 PK0281
 PK0281                          STATION DESCRIPTION
 PK0281
 PK0281'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0281'THE STATION IS LOCATED 17.7 KILOMETERS EAST OF
 PK0281'PORT AUSTIN AT LIGHTHOUSE COUNTY PARK.
 PK0281'
 PK0281'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS
 PK0281'M25 AND M53 IN PORT AUSTIN GO EASTERLY 17.7 KILOMETERS
 PK0281'ON M25 TO LIGHTHOUSE ROAD.  TURN LEFT ON LIGHTHOUSE
 PK0281'ROAD AND GO NORTHERLY FOR 1.6 KILOMETERS TO THE
 PK0281'LIGHTHOUSE AND THE AREA OF THE STATION.
 PK0281'
 PK0281'THE STATION IS A STANDARD NOS DISK
 PK0281'STAMPED---BARQUES 1980---,
 PK0281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0281'FLUSH WITH GROUND.  IT IS LOCATED
 PK0281'117.3 METERS (384.8 FT) SOUTHWEST OF THE POINTE AUX
 PK0281'BARQUES LIGHTHOUSE.
 PK0281'
 PK0281'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 PK0281'
 PK0281'DESCRIBED BY J DANIEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0464 ***********************************************************************
 NF0464  DESIGNATION -  BARRY
 NF0464  PID         -  NF0464
 NF0464  STATE/COUNTY-  MI/BARRY
 NF0464  COUNTRY     -  US
 NF0464  USGS QUAD   -  ALTO (2017)
 NF0464
 NF0464                         *CURRENT SURVEY CONTROL
 NF0464  ______________________________________________________________________
 NF0464* NAD 83(2011) POSITION- 42 45 16.02897(N) 085 24 05.42204(W)   ADJUSTED
 NF0464* NAD 83(2011) ELLIP HT-   256.733 (meters)        (06/27/12)   ADJUSTED
 NF0464* NAD 83(2011) EPOCH   -  2010.00
 NF0464* NAVD 88 ORTHO HEIGHT -   290.438 (meters)      952.88  (feet) ADJUSTED
 NF0464  ______________________________________________________________________
 NF0464  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 NF0464  NAD 83(2011) X  -    376,066.391 (meters)                     COMP
 NF0464  NAD 83(2011) Y  - -4,675,603.102 (meters)                     COMP
 NF0464  NAD 83(2011) Z  -  4,307,686.407 (meters)                     COMP
 NF0464  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 NF0464  DYNAMIC HEIGHT  -        290.354 (meters)      952.60  (feet) COMP
 NF0464  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NF0464
 NF0464  VERT ORDER      -  SECOND    CLASS 0
 NF0464
 NF0464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0464  Standards:
 NF0464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0464  -------------------------------------------------------------------
 NF0464  NETWORK    1.22   2.37           0.56   0.41   1.21     -0.04840070
 NF0464  -------------------------------------------------------------------
 NF0464  Click here for local accuracies and other accuracy information.
 NF0464
 NF0464.The horizontal coordinates were established by GPS observations
 NF0464.and adjusted by the National Geodetic Survey in June 2012.
 NF0464
 NF0464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0464.been affixed to the stable North American tectonic plate. See 
 NF0464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0464
 NF0464.The horizontal coordinates are valid at the epoch date displayed above
 NF0464.which is a decimal equivalence of Year/Month/Day.
 NF0464
 NF0464.The orthometric height was determined by differential leveling and
 NF0464.adjusted by the NATIONAL GEODETIC SURVEY
 NF0464.in June 1991.
 NF0464
 NF0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0464.GEOID18 height accuracy estimate available here.
 NF0464
 NF0464.Click photographs - Photos may exist for this station.
 NF0464
 NF0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0464
 NF0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0464
 NF0464.The ellipsoidal height was determined by GPS observations
 NF0464.and is referenced to NAD 83.
 NF0464
 NF0464.The dynamic height is computed by dividing the NAVD 88
 NF0464.geopotential number by the normal gravity value computed on the
 NF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0464.degrees latitude (g = 980.6199 gals.).
 NF0464
 NF0464.The modeled gravity was interpolated from observed gravity values.
 NF0464
 NF0464. The following values were computed from the NAD 83(2011) position.
 NF0464
 NF0464;                    North         East     Units Scale Factor Converg.
 NF0464;SPC MI S     -   139,861.707 3,915,292.761   MT  0.99990946   -0 42 15.3
 NF0464;SPC MI S     -   458,863.87 12,845,448.69   iFT  0.99990946   -0 42 15.3
 NF0464;UTM  16      - 4,734,786.648   630,809.579   MT  0.99981051   +1 05 07.1
 NF0464
 NF0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0464!SPC MI S     -   0.99995974  x   0.99990946  =   0.99986920
 NF0464!UTM  16      -   0.99995974  x   0.99981051  =   0.99977026
 NF0464
 NF0464:                Primary Azimuth Mark                     Grid Az
 NF0464:SPC MI S     -  BARNES                                   218 36 15.1
 NF0464:UTM  16      -  BARNES                                   216 48 52.7
 NF0464
 NF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3080934786(NAD 83)
 NF0464
 NF0464|---------------------------------------------------------------------|
 NF0464| PID    Reference Object                     Distance      Geod. Az  |
 NF0464|                                                           dddmmss.s |
 NF0464| NF0463 BARRY RM 1                           16.420 METERS 04724     |
 NF0464| NF1608 BARNES                              APPROX. 3.6 KM 2175359.8 |
 NF0464| NF1123 BARRY RM 3                            7.607 METERS 25231     |
 NF0464| NF0465 BARRY RM 2                           25.400 METERS 27217     |
 NF0464|---------------------------------------------------------------------|
 NF0464
 NF0464                          SUPERSEDED SURVEY CONTROL
 NF0464
 NF0464  NAD 83(2007)-  42 45 16.02917(N)    085 24 05.42295(W) AD(2002.00) 0
 NF0464  ELLIP H (02/10/07)  256.741  (m)                       GP(2002.00)    
 NF0464  ELLIP H (07/12/02)  256.756  (m)                       GP(       ) 4 1
 NF0464  NAD 83(1994)-  42 45 16.02942(N)    085 24 05.42384(W) AD(       ) 1
 NF0464  ELLIP H (12/21/95)  256.777  (m)                       GP(       ) 4 1
 NF0464  NAD 83(1986)-  42 45 16.02928(N)    085 24 05.43938(W) AD(       ) 1
 NF0464  NAD 27      -  42 45 15.90572(N)    085 24 05.38897(W) AD(       ) 1
 NF0464  NAVD 88             290.44   (m)          952.9    (f) LEVELING    3  
 NF0464  NGVD 29 (??/??/92)  290.564  (m)          953.29   (f) ADJ UNCH    2 0
 NF0464  NGVD 29             290.56   (m)          953.3    (f) LEVELING    3  
 NF0464
 NF0464.Superseded values are not recommended for survey control.
 NF0464
 NF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0464.See file dsdata.pdf to determine how the superseded data were derived.
 NF0464
 NF0464_MARKER: DS = TRIANGULATION STATION DISK
 NF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0464_STAMPING: BARRY 1931
 NF0464_MARK LOGO: CGS
 NF0464_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0464+STABILITY: SURFACE MOTION
 NF0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0464+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 NF0464
 NF0464  HISTORY     - Date     Condition        Report By
 NF0464  HISTORY     - 1931     MONUMENTED       CGS
 NF0464  HISTORY     - 1933     GOOD             CGS
 NF0464  HISTORY     - 1948     GOOD             CGS
 NF0464  HISTORY     - 1964     GOOD             CGS
 NF0464  HISTORY     - 1969     GOOD             CGS
 NF0464  HISTORY     - 1979     GOOD             NGS
 NF0464  HISTORY     - 1979     GOOD             NGS
 NF0464  HISTORY     - 1980     GOOD             MIDH
 NF0464  HISTORY     - 19910820 GOOD             MIDT
 NF0464  HISTORY     - 19941104 GOOD             MIDT
 NF0464  HISTORY     - 19941117 GOOD             MI-015
 NF0464  HISTORY     - 19970304 GOOD             USPSQD
 NF0464  HISTORY     - 20070317 GOOD             GEOCAC
 NF0464  HISTORY     - 20200708 GOOD             MIDT
 NF0464
 NF0464                          STATION DESCRIPTION
 NF0464
 NF0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NF0464'ABOUT 2 MILES WEST OF FREEPORT AND 4-1/2 MILES NORTHEAST OF
 NF0464'MIDDLEVILLE, IN NORTH EDGE OF SEC. 8, T. 4 N., R. 9 W., IRVING
 NF0464'TOWNSHIP, ON RIGHT-OF-WAY OF LITTLE-USED COUNTY ROAD.
 NF0464'
 NF0464'TO REACH FROM MIDDLEVILLE, GO NORTH 2.9 MILES ON COUNTY ROUTE 611 TO
 NF0464'NARROW ROAD LEADING EAST.  THIS ROAD IS 1 MILE SOUTH OF THE BARRY-KENT
 NF0464'COUNTY LINE.  TURN EAST AND FOLLOW LIGHTLY GRAVELED ROAD 2.5 MILES TO
 NF0464'WHERE MAIN ROAD TURNS NORTH AND DIRT ROAD CONTINUES EAST.  FOLLOW DIRT
 NF0464'ROAD 0.3 MILE TO TOP OF GRADE AND STATION SITE.
 NF0464'
 NF0464'STATION IS 14.0 METERS (46 FEET) SOUTHWEST OF 3-FOOT BUTT OF
 NF0464'BOTTLE-SHAPED OAK TREE, 6 METERS (20 FEET) SOUTH OF CENTER LINE OF
 NF0464'EAST-AND-WEST ROAD, AND 4.6 METERS (15 FEET) NORTH OF EAST-AND-WEST
 NF0464'FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 NF0464'MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD
 NF0464'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF0464'
 NF0464'NO. 1 IS ON NORTH SIDE OF ROAD, 5 METERS (16 FEET) NORTH OF CENTER
 NF0464'LINE OF ROAD, 4.3 METERS (14 FEET) EAST OF ABOVE MENTIONED OAK, AND
 NF0464'16.0 METERS (52 FEET) FROM STATION IN AZIMUTH 227 DEG 24 MIN.
 NF0464'
 NF0464'NO. 2 IS ON SOUTH SIDE OF ROAD, 5.4 METERS (18 FEET) SOUTH OF CENTER
 NF0464'LINE OF ROAD, 5.8 METERS (19 FEET) NORTH OF EAST-AND-WEST FENCE LINE,
 NF0464'AND 25.4 METERS (83 FEET) FROM STATION IN AZIMUTH 92 DEG 17 MIN.
 NF0464
 NF0464                          STATION RECOVERY (1948)
 NF0464
 NF0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NF0464'5.1 MI SW FROM FREEPORT.  3.4 MILES WEST ALONG THE KENT-BARRY COUNTY
 NF0464'LINE ROAD FROM THE SCHOOL AT FREEPORT, THENCE ABOUT 0.7 SOUTH ALONG A
 NF0464'DIM ROAD, ABOUT 0.3 MILES SOUTH ALONG A GRAVEL ROAD AND ABOUT 0.7 MILE
 NF0464'WEST ALONG A GRAVEL ROAD, ON THE CREST OF A KNOLL, 22 FEET SOUTH OF
 NF0464'THE CENTER LINE OF THE ROAD, 83 FEET EAST OF R.M. NO. 2, 53 FEET
 NF0464'SOUTHWEST AND ACROSS THE ROAD FROM R.M. 1, 44 FEET SOUTHWEST AND
 NF0464'ACROSS THE ROAD FROM A 36-INCH OAK TREE, 13 FEET NORTH OF THE R/W
 NF0464'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0464'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NF0464'INCHES.
 NF0464
 NF0464                          STATION RECOVERY (1964)
 NF0464
 NF0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF0464'RECOVERED AS DESCRIBED.
 NF0464
 NF0464                          STATION RECOVERY (1969)
 NF0464
 NF0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 NF0464'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 NF0464'HAVE BEEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 NF0464'
 NF0464'STATION IS LOCATED ABOUT 5 MILES WEST OF FREEPORT AND 4.5 MILES
 NF0464'NORTHEAST OF MIDDLEVILLE, 21 FEET SOUTH OF THE CENTERLINE OF PARMALEE
 NF0464'ROAD, 3.5 FEET SOUTH OF OLD ROAD GRADER BLADE, USED AS A WITNESS POST,
 NF0464'8.5 FEET NORTH OF AN EAST-WEST FENCE LINE AND AT THE WEST EDGE OF THE
 NF0464'CREST OF HILL.  MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NF0464'BARRY 1931.
 NF0464'
 NF0464'TO REACH, FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON E-MAIN ST.
 NF0464'FOR 0.2 MILE TO Y-INTERSECTION, BEAR LEFT AND GO NORTH-NORTHEAST ON
 NF0464'GRAND RAPIDS ST. (ALSO WHITNEYVILLE ROAD) FOR 2.8 MILES TO THE
 NF0464'JUNCTION OF PARMALEE ROAD EAST, TURN RIGHT AND GO EAST ON PARMALEE
 NF0464'ROAD FOR 2.95 MILES TO WEST EDGE OF HILL AND STATION ON THE RIGHT.
 NF0464'
 NF0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES NORTHEAST
 NF0464'OF MIDDLEVILLE
 NF0464
 NF0464                          STATION RECOVERY (1979)
 NF0464
 NF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NF0464'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS WAS RM 1.  RM 2
 NF0464'WAS NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.  RM 1 AND RM 2 WERE
 NF0464'IN 1969 REPORTED DESTROYED, AFTER A LONG SEARCH RM 1 WAS FOUND BURIED.
 NF0464'THERE WAS NO WAY TO CHECK THE DISTANCE TO RM 1, DUE TO THAT IN 1931
 NF0464'THE MARKS WERE MEASURED TO NEAREST FOOT.  THE 1979 DISTANCE WAS FOUND
 NF0464'TO BE IN ERROR OF 2.87 FOOT LONGER.  THIS COULD BE TO THE METHOD OF
 NF0464'THE MARK MEASUREMENTS IN 1931.
 NF0464'
 NF0464'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 NF0464'DESCRIPTION FOLLOWS.
 NF0464'
 NF0464'THE STATION IS LOCATED ABOUT 5 MILES WEST OF FREEPORT, 4.5 MILES
 NF0464'NORTHEAST OF MIDDLEVILLE AND ON THE SOUTH SIDE OF PARMALEE ROAD, 21
 NF0464'FEET SOUTH OF CENTERLINE OF PARMALEE ROAD, 8.5 FEET NORTH OF
 NF0464'FENCELINE, 16 FEET WEST OF CENTERLINE OF AN EXTENDED FIELD ROAD TO THE
 NF0464'NORTH, 1.5 FEET EAST OF A METAL WITNESS POST AND 1.0 FOOT SOUTH OF A
 NF0464'WOODEN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED
 NF0464'BARRY 1931.
 NF0464'
 NF0464'REFERENCE MARK NO 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23
 NF0464'FEET EAST OF A FIELD ENTRANCE ROAD, 3 FEET NORTH OF THE NORTH EDGE OF
 NF0464'THE ROAD PAVEMENT AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 NF0464'IS NOW ABOUT 6 INCHES BELOW THE GROUND SURFACE.  THE DISK IS STAMPED
 NF0464'BARRY NO 1 1931.
 NF0464'
 NF0464'REFERENCE MARK 3 IS 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23
 NF0464'FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTH OF THE FENCELINE
 NF0464'AND SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  THE
 NF0464'DISK STAMPED BARRY 1931 NO 3 1979.
 NF0464'
 NF0464'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON
 NF0464'MAIN STREET FOR 0.2 MILE, THEN BEAR LEFT ON GRAND RAPIDS STREET, WHICH
 NF0464'IS ALSO WHITNEYVILLE ROAD AND GO FOR 3 MILES TO A SIDE ROAD RIGHT.  GO
 NF0464'RIGHT, EAST ON PARMALEE ROAD FOR 2.95 MILES TO THE STATION ON THE
 NF0464'RIGHT AS DESCRIBED.
 NF0464
 NF0464                          STATION RECOVERY (1979)
 NF0464
 NF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NF0464'ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 NF0464'MIDDLEVILLE, THENCE ABOUT 3.0 MILES NORTHEAST ALONG GRAND RAPID
 NF0464'STREET ALSO KNOW AS WHITNEYVILLE ROAD, THENCE EAST ALONG PARAMLEE
 NF0464'ROAD FOR 2.95 MILES TO THE MARK ON THE RIGHT AT THE WEST EDGE OF
 NF0464'KNOLL OR CREST, 21 FEET SOUTH OF CENTERLINE OF THE ROAD, 8.5 FEET
 NF0464'NORTH OF THE FENCE LINE, 16 FEET WEST OF THE CENTERLINE OF EXTENDED
 NF0464'FIELD ROAD TO THE NORTH, 1.5 FEET EAST OF A METAL WITNESS POST, 1
 NF0464'FOOT SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, IN
 NF0464'THE TOP OF A CONCRETE POST THAT PROJECT 4 INCHES.
 NF0464
 NF0464                          STATION RECOVERY (1980)
 NF0464
 NF0464'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0464'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1969 RECOVERY NOTE
 NF0464'IS ADEQUATE AND CORRECT.
 NF0464
 NF0464                          STATION RECOVERY (1991)
 NF0464
 NF0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0464'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHEAST 1/4 OF
 NF0464'SECTION 8, T-4-N, R-9-W, IRVING TOWNSHIP AND ON THE ALTO QUADRANGLE
 NF0464'MAP.  IT IS ABOUT 9-1/4 MILES NORTHWEST FROM HASTINGS, 5 MILES
 NF0464'(8.0 KM) WEST FROM FREEPORT, 4-1/2 MILES NORTHEAST FROM MIDDLEVILLE
 NF0464'AND ON COUNTY ROAD RIGHT-OF-WAY.
 NF0464'
 NF0464'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-37 AND MAIN STREET
 NF0464'AT THE WEST SIDE OF MIDDLEVILLE GO EAST AND NORTHERLY ON MAIN STREET
 NF0464'FOR 0.45 MI (0.72 KM) THROUGH DOWNTOWN TO A --Y-- INTERSECTION OF MAIN
 NF0464'STREET AND (WHITNEYVILLE ROAD) GRAND RAPIDS TRAIL.  TURN LEFT AND GO
 NF0464'NORTH ON GRAND RAPIDS TRAIL (WHITNEYVILLE ROAD) FOR 2.9 MI (4.7 KM)
 NF0464'TO A --Y-- INTERSECTION TO RIGHT, PARMALEE ROAD.  TURN RIGHT AND GO
 NF0464'EAST ON PARMALEE ROAD FOR 2.85 MI (4.59 KM) TO THE TOP OF PROMINENT
 NF0464'HILL AND STATION ON THE RIGHT.
 NF0464'
 NF0464'STATION IS 64.4 FT (19.6 M) EASTERLY FROM A UTILITY POLE 21.0 FT
 NF0464'(6.4 M) SOUTH FROM THE CENTER OF PARMALEE ROAD, 12 FT (3.7 M) WEST
 NF0464'FROM FIELD DRIVE, AND 8.5 FT (2.6 M) NORTH FROM EAST-WEST FENCELINE
 NF0464'AND 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST.
 NF0464
 NF0464                          STATION RECOVERY (1994)
 NF0464
 NF0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF0464'STATION IS LOCATED IN QUAD 420851 ON THE ALTO QUADRANGLE MAP.  IT IS
 NF0464'IN THE NORTHEAST 1/4 SECTION 8, T-4-N, R-9-W, IRVING TOWNSHIP.  ABOUT
 NF0464'9.25 MI (14.89 KM) NORTHWEST OF HASTINGS, 5.0 MI (8.0 KM) WEST OF
 NF0464'FREEPORT, 4.5 MI (7.2 KM) NORTHEAST OF MIDDLEVILLE, AND ON COUNTY ROAD
 NF0464'RIGHT-OF-WAY.
 NF0464'
 NF0464'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYM-37 AND MAIN STREET ON
 NF0464'THE WEST SIDE OF MIDDLEVILLE, GO EAST AND NORTHERLY ON MAIN STREET FOR
 NF0464'0.45 MI (0.72 KM) THROUGH DOWNTOWN TO A Y-INTERSECTION OF MAIN STREET
 NF0464'AND WHITNEYVILLE ROAD (ALSO KNOWN AS GRAND RAPIDS TRAIL) .  TURN LEFT
 NF0464'AND GO NORTH ALONG WHITNEYVILLE ROAD FOR 2.9 MI (4.7 KM) TO A
 NF0464'T-INTERSECTION ON THE RIGHT PARMALEE ROAD.  TURN RIGHT AND GO EAST
 NF0464'ALONG PARMALEE ROAD FOR 2.85 MI (4.59 KM) TO THE TOP OF A PROMINENT
 NF0464'HILL AND THE STATION ON THE RIGHT.
 NF0464'
 NF0464'STATION IS 64.4 FT (19.6 M) EASTERLY FROM A UTILITY POLE, 21.0 FT
 NF0464'(6.4 M) SOUTH FROM THE CENTER OF PARMALEE ROAD, 12.0 FT (3.7 M) WEST
 NF0464'FROM A FIELD DRIVE, 8.5 FT (2.6 M) NORTH FROM A EAST-WEST FENCELINE,
 NF0464'AND 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 NF0464'
 NF0464'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 NF0464'ADVISOR.
 NF0464
 NF0464                          STATION RECOVERY (1994)
 NF0464
 NF0464'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0464'METAL WITNESS POST FOUND INTACT, 22 FEET SOUTH OF PAINTED CENTERLINE,
 NF0464'24.5 FEET EAST OF STATION BARRY RM 3, 53.8 FEET SOUTHWEST OF STATION
 NF0464'BARRY RM 1, CARSONITE WITNESS POST INSTALLED 1 FOOT SOUTH OF MARK VERY
 NF0464'GOOD FOR GPS.
 NF0464
 NF0464                          STATION RECOVERY (1997)
 NF0464
 NF0464'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0464'RECOVERED IN GOOD CONDITION.
 NF0464
 NF0464                          STATION RECOVERY (2007)
 NF0464
 NF0464'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0464'RECOVERED IN GOOD CONDITION.
 NF0464
 NF0464                          STATION RECOVERY (2020)
 NF0464
 NF0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8075 ***********************************************************************
 AA8075  CBN         -  This is a Cooperative Base Network Control Station.
 AA8075  DESIGNATION -  BARRY CENTER
 AA8075  PID         -  AA8075
 AA8075  STATE/COUNTY-  MI/BARRY
 AA8075  COUNTRY     -  US
 AA8075  USGS QUAD   -  DOWLING (2017)
 AA8075
 AA8075                         *CURRENT SURVEY CONTROL
 AA8075  ______________________________________________________________________
 AA8075* NAD 83(2011) POSITION- 42 35 45.21431(N) 085 17 25.96251(W)   ADJUSTED
 AA8075* NAD 83(2011) ELLIP HT-   239.775 (meters)        (06/27/12)   ADJUSTED
 AA8075* NAD 83(2011) EPOCH   -  2010.00
 AA8075* NAVD 88 ORTHO HEIGHT -   273.471 (meters)      897.21  (feet) ADJUSTED
 AA8075  ______________________________________________________________________
 AA8075  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 AA8075  NAD 83(2011) X  -    386,099.887 (meters)                     COMP
 AA8075  NAD 83(2011) Y  - -4,686,753.129 (meters)                     COMP
 AA8075  NAD 83(2011) Z  -  4,294,724.583 (meters)                     COMP
 AA8075  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 AA8075  DYNAMIC HEIGHT  -        273.387 (meters)      896.94  (feet) COMP
 AA8075  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 AA8075
 AA8075  VERT ORDER      -  SECOND    CLASS I
 AA8075
 AA8075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8075  Standards:
 AA8075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8075  -------------------------------------------------------------------
 AA8075  NETWORK    0.88   2.06           0.41   0.28   1.05     -0.07537005
 AA8075  -------------------------------------------------------------------
 AA8075  Click here for local accuracies and other accuracy information.
 AA8075
 AA8075.The horizontal coordinates were established by GPS observations
 AA8075.and adjusted by the National Geodetic Survey in June 2012.
 AA8075
 AA8075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8075.been affixed to the stable North American tectonic plate. See 
 AA8075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8075
 AA8075.The horizontal coordinates are valid at the epoch date displayed above
 AA8075.which is a decimal equivalence of Year/Month/Day.
 AA8075
 AA8075.The orthometric height was determined by differential leveling and
 AA8075.adjusted by the NATIONAL GEODETIC SURVEY
 AA8075.in August 2013.
 AA8075
 AA8075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8075.GEOID18 height accuracy estimate available here.
 AA8075
 AA8075.Click photographs - Photos may exist for this station.
 AA8075
 AA8075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8075
 AA8075.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8075
 AA8075.The ellipsoidal height was determined by GPS observations
 AA8075.and is referenced to NAD 83.
 AA8075
 AA8075.The dynamic height is computed by dividing the NAVD 88
 AA8075.geopotential number by the normal gravity value computed on the
 AA8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8075.degrees latitude (g = 980.6199 gals.).
 AA8075
 AA8075.The modeled gravity was interpolated from observed gravity values.
 AA8075
 AA8075. The following values were computed from the NAD 83(2011) position.
 AA8075
 AA8075;                    North         East     Units Scale Factor Converg.
 AA8075;SPC MI S     -   122,144.811 3,924,181.872   MT  0.99991954   -0 37 43.4
 AA8075;SPC MI S     -   400,737.57 12,874,612.44   iFT  0.99991954   -0 37 43.4
 AA8075;UTM  16      - 4,717,357.223   640,246.255   MT  0.99984199   +1 09 25.9
 AA8075
 AA8075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8075!SPC MI S     -   0.99996240  x   0.99991954  =   0.99988194
 AA8075!UTM  16      -   0.99996240  x   0.99984199  =   0.99980439
 AA8075
 AA8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4024617357(NAD 83)
 AA8075
 AA8075                          SUPERSEDED SURVEY CONTROL
 AA8075
 AA8075  NAD 83(2007)-  42 35 45.21447(N)    085 17 25.96339(W) AD(2002.00) 0
 AA8075  ELLIP H (02/10/07)  239.783  (m)                       GP(2002.00)    
 AA8075  ELLIP H (07/12/02)  239.796  (m)                       GP(       ) 4 2
 AA8075  NAD 83(1994)-  42 35 45.21469(N)    085 17 25.96430(W) AD(       ) B
 AA8075  ELLIP H (09/20/95)  239.816  (m)                       GP(       ) 1 2
 AA8075  NAVD 88 (09/20/95)  273.5    (m)  GEOID93  model used  GPS OBS        
 AA8075
 AA8075.Superseded values are not recommended for survey control.
 AA8075
 AA8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8075.See file dsdata.pdf to determine how the superseded data were derived.
 AA8075
 AA8075_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8075_STAMPING: BARRY CENTER 1994
 AA8075_MARK LOGO: NGS
 AA8075_PROJECTION: FLUSH
 AA8075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8075+STABILITY: SURFACE MOTION
 AA8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8075+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 AA8075
 AA8075  HISTORY     - Date     Condition        Report By
 AA8075  HISTORY     - 1994     MONUMENTED       NGS
 AA8075  HISTORY     - 19940920 GOOD             MIDT
 AA8075  HISTORY     - 20050409 GOOD             USPSQD
 AA8075  HISTORY     - 20050701 GOOD             NGS
 AA8075  HISTORY     - 20070922 GOOD             GEOCAC
 AA8075  HISTORY     - 20200714 GOOD             MIDT
 AA8075
 AA8075                          STATION DESCRIPTION
 AA8075
 AA8075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8075'STATION IS LOCATED IN QUAD.  420851, ABOUT 6 KM (3.70 MI) SOUTH FROM
 AA8075'HASTINGS, IN THE SOUTHEAST 1/4 OF SECTION 31, T3N, R8W, HASTINGS
 AA8075'TOWNSHIP.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AA8075'JUNCTION OF STATE HIGHWAYS 37 AND 43 AT THE NORTHWEST CORNER OF THE
 AA8075'COURTHOUSE IN HASTINGS, GO SOUTHERLY ON HIGHWAY 37 FOR 1.9 MI (3.1 KM)
 AA8075'TO CAMP GROUND ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON
 AA8075'CAMP GROUND ROAD FOR 1.45 MI (2.33 KM) TO ITS JUNCTION WITH SOUTH
 AA8075'BROADWAY ROAD.  BEAR LEFT ON SOUTH BROADWAY ROAD GOING SOUTH FOR 0.85
 AA8075'MI (1.37 KM) TO A SHARP CURVE RIGHT AND SOUTH BROADWAY ROAD CONTINUES
 AA8075'STRAIGHT AHEAD TO JUNCTION WITH SAGER ROAD AND THE CURVE ALSO
 AA8075'JUNCTIONING WITH SAGER ROAD FORMING A GRASSY TRIANGLE AT THE
 AA8075'INTERSECTION.  THE STATION IS SET AT THE NORTH SIDE OF THIS GRASSY
 AA8075'TRIANGLE, ABOUT THE MIDDLE OF THE CURVE, FLUSH WITH GROUND.  STATION
 AA8075'IS 116.0 FT (35.4 M) NORTHWEST FROM A STREET SIGN FOR SOUTH BROADWAY
 AA8075'AND SAGER ROADS, 106.0 FT (32.3 M) NORTH FROM CENTERLINE OF SAGER
 AA8075'ROAD, 102.0 FT (31.1 M) WEST OF CENTERLINE OF SOUTH BROADWAY ROAD,
 AA8075'58.6 FT (17.9 M) SOUTHWEST FROM THE CENTER OF A 30 INCH METAL
 AA8075'TELEPHONE MANHOLE COVER, 28.0 FT (8.5 M) SOUTHEAST FROM CENTERLINE OF
 AA8075'CURVED ROAD LEADING TO SAGER ROAD AND 1.0 FT (0.3 M) NORTHWEST FROM A
 AA8075'FIBERGLASS WITNESS POST.
 AA8075
 AA8075                          STATION RECOVERY (1994)
 AA8075
 AA8075'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 AA8075'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA8075'IS IN THE SOUTHEAST 1/4 OF SECTION 31, T-3-N, R-8-W, HASTINGS
 AA8075'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) NORTH OF DOWLING, AND 3.7 MI (6.0 KM)
 AA8075'SOUTH OF HASTINGS.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.  TO REACH
 AA8075'FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-43 AT THE NORTHWEST
 AA8075'CORNER OF THE COURTHOUSE IN HASTINGS, GO SOUTHERLY ON HIGHWAY M-37 FOR
 AA8075'1.9 MI (3.1 KM) TO CAMP GROUND ROAD ON THE RIGHT. TURN RIGHT AND GO
 AA8075'SOUTHWESTERLY ON CAMP GROUND ROAD FOR 1.45 MI (2.33 KM) TO ITS
 AA8075'JUNCTION WITH SOUTH BROADWAY ROAD.  BEAR LEFT ON SOUTH BROADWAY ROAD
 AA8075'GOING SOUTH FOR 0.85 MI (1.37 KM) TO A SHARP CURVE RIGHT AND SOUTH
 AA8075'BROADWAY ROAD CONTINUES STRAIGHT AHEAD TO JUNCTION WITH SAGER ROAD AND
 AA8075'THE CURVE ALSO JUNCTIONING WITH SAGER ROAD FORMING A GRASSY TRIANGLE
 AA8075'AT THE INTERSECTION.  THE STATION IS SET AT THE NORTH SIDE OF THIS
 AA8075'GRASSY TRIANGLE, ABOUT THE MIDDLE OF THE CURVE, FLUSH WITH THE GROUND.
 AA8075'STATION IS 116.0 FT (35.4 M) NORTHWEST FROM A STREET SIGN FOR SOUTH
 AA8075'BROADWAY AND SAGER ROADS, 106.0 FT (32.3 M) NORTH FROM CENTRLINE OF
 AA8075'SAGER ROAD, 102.0 FT (31.1 M) WEST FROM THE CENTERLINE OF SOUTH
 AA8075'BROADWAY ROAD 58.6 FT (17.9 M) SOUTHWEST FROM THE CENTER OF A 30-INCH
 AA8075'METAL TELEPHONE MANHOLE COVER, 28.0 FT (8.5 M) SOUTHEAST FROM
 AA8075'CENTERLINE OF CURVED ROAD LEADING TO SAGER ROAD AND 1.0 FT (0.3 M)
 AA8075'NORTHWEST FROM A CARSONITE WITNESS POST.  DESCRIBED BY RONALD L.
 AA8075'RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8075
 AA8075                          STATION RECOVERY (2005)
 AA8075
 AA8075'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA8075'RECOVERED IN GOOD CONDITION.
 AA8075
 AA8075                          STATION RECOVERY (2005)
 AA8075
 AA8075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 AA8075'RECOVERED AS DESCRIBED.
 AA8075
 AA8075                          STATION RECOVERY (2007)
 AA8075
 AA8075'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 AA8075'RECOVERED IN GOOD CONDITION.
 AA8075
 AA8075                          STATION RECOVERY (2020)
 AA8075
 AA8075'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA8075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0463 ***********************************************************************
 NF0463  DESIGNATION -  BARRY RM 1
 NF0463  PID         -  NF0463
 NF0463  STATE/COUNTY-  MI/BARRY
 NF0463  COUNTRY     -  US
 NF0463  USGS QUAD   -  ALTO (2017)
 NF0463
 NF0463                         *CURRENT SURVEY CONTROL
 NF0463  ______________________________________________________________________
 NF0463* NAD 83(1986) POSITION- 42 45 16.39   (N) 085 24 04.89   (W)   HD_HELD1
 NF0463* NAVD 88 ORTHO HEIGHT -   290.327 (meters)      952.51  (feet) ADJUSTED
 NF0463  ______________________________________________________________________
 NF0463  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 NF0463  DYNAMIC HEIGHT  -        290.244 (meters)      952.24  (feet) COMP
 NF0463  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NF0463
 NF0463  VERT ORDER      -  SECOND    CLASS 0
 NF0463
 NF0463.The horizontal coordinates were determined by differentially corrected
 NF0463.hand held GPS observations or other comparable positioning techniques
 NF0463.and have an estimated accuracy of +/- 3 meters.
 NF0463
 NF0463.The orthometric height was determined by differential leveling and
 NF0463.adjusted by the NATIONAL GEODETIC SURVEY
 NF0463.in June 1991.
 NF0463
 NF0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0463.GEOID18 height accuracy estimate available here.
 NF0463
 NF0463.Click photographs - Photos may exist for this station.
 NF0463
 NF0463.The dynamic height is computed by dividing the NAVD 88
 NF0463.geopotential number by the normal gravity value computed on the
 NF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0463.degrees latitude (g = 980.6199 gals.).
 NF0463
 NF0463.The modeled gravity was interpolated from observed gravity values.
 NF0463
 NF0463;                    North         East    Units  Estimated Accuracy
 NF0463;SPC MI S     -   139,872.7   3,915,305.0     MT  (+/- 3 meters HH1 GPS) 
 NF0463
 NF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3082134798(NAD 83)
 NF0463
 NF0463                          SUPERSEDED SURVEY CONTROL
 NF0463
 NF0463  NGVD 29 (??/??/92)  290.454  (m)          952.93   (f) ADJ UNCH    2 0
 NF0463
 NF0463.Superseded values are not recommended for survey control.
 NF0463
 NF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0463.See file dsdata.pdf to determine how the superseded data were derived.
 NF0463
 NF0463_MARKER: DR = REFERENCE MARK DISK
 NF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0463_STAMPING: BARRY NO 1 1931
 NF0463_MARK LOGO: CGS
 NF0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0463+STABILITY: SURFACE MOTION
 NF0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0463+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 NF0463
 NF0463  HISTORY     - Date     Condition        Report By
 NF0463  HISTORY     - 1931     MONUMENTED       CGS
 NF0463  HISTORY     - 1948     GOOD             CGS
 NF0463  HISTORY     - 1979     GOOD             NGS
 NF0463  HISTORY     - 19941117 GOOD             MI-015
 NF0463  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0463  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 NF0463
 NF0463                          STATION DESCRIPTION
 NF0463
 NF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0463'5.1 MI SW FROM FREEPORT.
 NF0463'3.4 MILES WEST ALONG THE KENT-BARRY COUNTY LINE ROAD FROM THE
 NF0463'SCHOOL AT FREEPORT, THENCE ABOUT 0.7 MILE SOUTH ALONG A DIM ROAD,
 NF0463'ABOUT 0.3 MILE SOUTH AND ABOUT 0.7 MILE WEST ALONG GRAVEL ROADS,
 NF0463'AT THE TOP OF A GRADE, 53 FEET NORTHEAST AND ACROSS THE ROAD
 NF0463'FROM THE STATION MARK, 13 FEET EAST OF A 36-INCH OAK TREE, 17
 NF0463'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE R/W FENCE LINE,
 NF0463'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0463'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0463'3 INCHES.
 NF0463
 NF0463                          STATION RECOVERY (1979)
 NF0463
 NF0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NF0463'ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 NF0463'MIDDLEVILLE, THENCE ABOUT 3 MILES NORTHEAST ALONG RAPIDS STREET ALSO
 NF0463'KNOW AS WHITNEYVILLE ROAD, THENCE EAST ALONG PARAMLEE ROAD FOR 2.95
 NF0463'MILES TO THE MARK ON THE LEFT, NORTH SIDE OF ROAD, 15 FEET NORTH OF
 NF0463'CENTERLINE OF ROAD, 23 FEET EAST OF THE CENTERLINE OF A FIELD
 NF0463'ENTRANCE ROAD, 3 FEET NORTH OF THE NORTH EDGE OF THE ROAD PAVEMENT, 2
 NF0463'FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF
 NF0463'THE ROAD, IN THE TOP OF A CONCRETE POST.
 NF0463
 NF0463                          STATION RECOVERY (1994)
 NF0463
 NF0463'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0463'3 FEET NORTH OF NORTH EDGE OF BITUMINOUS ROADWAY, IN SHOULDER OF ROAD,
 NF0463'4 INCHES BELOW GRADE (SHOULDER GRAVEL) 8.5 FEET SOUTH OF CARSONITE
 NF0463'WITNESS POST, 53.8 FEET NORTHEAST OF STATION BARRY, 77.1 FEET
 NF0463'NORTHEAST OF STATION BARRY RM 3. EXCELLENT GPS POINT.
 NF0463
 NF0463                          STATION RECOVERY (1997)
 NF0463
 NF0463'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0463'MARK NOT FOUND.
 NF0463
 NF0463                          STATION RECOVERY (2004)
 NF0463
 NF0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1123 ***********************************************************************
 NF1123  DESIGNATION -  BARRY RM 3
 NF1123  PID         -  NF1123
 NF1123  STATE/COUNTY-  MI/BARRY
 NF1123  COUNTRY     -  US
 NF1123  USGS QUAD   -  ALTO (2017)
 NF1123
 NF1123                         *CURRENT SURVEY CONTROL
 NF1123  ______________________________________________________________________
 NF1123* NAD 83(1986) POSITION- 42 45 15.95   (N) 085 24 05.74   (W)   HD_HELD1
 NF1123* NAVD 88 ORTHO HEIGHT -   289.85  (meters)      950.9   (feet) RESET
 NF1123  ______________________________________________________________________
 NF1123  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 NF1123  VERT ORDER      -  THIRD
 NF1123
 NF1123.The horizontal coordinates were determined by differentially corrected
 NF1123.hand held GPS observations or other comparable positioning techniques
 NF1123.and have an estimated accuracy of +/- 3 meters.
 NF1123
 NF1123.The orthometric height was computed from unverified reset data.
 NF1123
 NF1123.No vertical observational check was made to the station.
 NF1123
 NF1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1123.GEOID18 height accuracy estimate available here.
 NF1123
 NF1123.Click photographs - Photos may exist for this station.
 NF1123
 NF1123;                    North         East    Units  Estimated Accuracy
 NF1123;SPC MI S     -   139,859.4   3,915,285.5     MT  (+/- 3 meters HH1 GPS) 
 NF1123
 NF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3080234784(NAD 83)
 NF1123
 NF1123                          SUPERSEDED SURVEY CONTROL
 NF1123
 NF1123  NGVD 29 (02/05/16)  289.98   (m)          951.4    (f) RESET       3  
 NF1123
 NF1123.Superseded values are not recommended for survey control.
 NF1123
 NF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1123.See file dsdata.pdf to determine how the superseded data were derived.
 NF1123
 NF1123_MARKER: DR = REFERENCE MARK DISK
 NF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1123_STAMPING: BARRY 1931 NO 3 1979
 NF1123_MARK LOGO: NGS
 NF1123_PROJECTION: PROJECTING 3 CENTIMETERS
 NF1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1123+STABILITY: SURFACE MOTION
 NF1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1123+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 NF1123
 NF1123  HISTORY     - Date     Condition        Report By
 NF1123  HISTORY     - 1979     MONUMENTED       NGS
 NF1123  HISTORY     - 19941117 GOOD             MI-015
 NF1123  HISTORY     - 19970311 GOOD             USPSQD
 NF1123  HISTORY     - 20040417 GOOD             USPSQD
 NF1123  HISTORY     - 20070317 GOOD             GEOCAC
 NF1123
 NF1123                          STATION DESCRIPTION
 NF1123
 NF1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NF1123'4.5 MI NE FROM MIDDLEVILLE.
 NF1123'0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE, THENCE
 NF1123'NORTHEAST ALONG GRAND RAPIDS STREET, ALSO KNOWN AS WHITNEYVILLE ROAD
 NF1123'FOR 3 MILES, THENCE EAST ALONG PARMALEE ROAD FOR 2.95 MILES TO THE
 NF1123'MARK ON RIGHT, SOUTH SIDE OF ROAD, 28 FEET SOUTH OF CENTERLINE OF THE
 NF1123'ROAD, AND 1 FOOT NORTH OF A FENCELINE.
 NF1123'THE MARK IS 23 FT  SW FROM A WITNESS POST.
 NF1123'THE MARK IS 1.0 FT BELOW PARMAEE ROAD.
 NF1123
 NF1123                          STATION RECOVERY (1994)
 NF1123
 NF1123'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF1123'77.1 FEET SOUTHWEST OF BARRY RM 1, 24.5 FEET WEST OF STATION BARRY,
 NF1123'28.5 FEET SOUTH OF PAINTED CENTERLINE OF BITUMINOUS ROADWAY DIRECTLY
 NF1123'UNDERNEATH EAST-WEST FENCE CARSONITE WITNESS POST INSTALLED 3.0 FEET
 NF1123'WEST OF MARK COULD BE GOOD FOR GPS WITH SMALL AMOUNT OF CLEARING.
 NF1123
 NF1123                          STATION RECOVERY (1997)
 NF1123
 NF1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1123'RECOVERED IN GOOD CONDITION.
 NF1123
 NF1123                          STATION RECOVERY (2004)
 NF1123
 NF1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1123'RECOVERED IN GOOD CONDITION.
 NF1123
 NF1123                          STATION RECOVERY (2007)
 NF1123
 NF1123'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF1123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1495 ***********************************************************************
 NE1495  DESIGNATION -  BARTON
 NE1495  PID         -  NE1495
 NE1495  STATE/COUNTY-  MI/WASHTENAW
 NE1495  COUNTRY     -  US
 NE1495  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE1495
 NE1495                         *CURRENT SURVEY CONTROL
 NE1495  ______________________________________________________________________
 NE1495* NAD 83(2011) POSITION- 42 19 26.68274(N) 083 46 11.88982(W)   ADJUSTED
 NE1495* NAD 83(2011) ELLIP HT-   269.282 (meters)        (06/27/12)   ADJUSTED
 NE1495* NAD 83(2011) EPOCH   -  2010.00
 NE1495* NAVD 88 ORTHO HEIGHT -   303.1   (meters)      994.    (feet) GPS OBS
 NE1495  ______________________________________________________________________
 NE1495  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1495  GEOID HEIGHT    -         -33.69 (meters)                     GEOID93
 NE1495  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 NE1495  NAD 83(2011) X  -    512,545.741 (meters)                     COMP
 NE1495  NAD 83(2011) Y  - -4,695,142.311 (meters)                     COMP
 NE1495  NAD 83(2011) Z  -  4,272,468.232 (meters)                     COMP
 NE1495  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 NE1495
 NE1495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1495  Standards:
 NE1495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1495  -------------------------------------------------------------------
 NE1495  NETWORK    3.92   4.06           1.86   1.17   2.07     -0.12994931
 NE1495  -------------------------------------------------------------------
 NE1495  Click here for local accuracies and other accuracy information.
 NE1495
 NE1495.The horizontal coordinates were established by GPS observations
 NE1495.and adjusted by the National Geodetic Survey in June 2012.
 NE1495
 NE1495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1495.been affixed to the stable North American tectonic plate. See 
 NE1495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1495
 NE1495.The horizontal coordinates are valid at the epoch date displayed above
 NE1495.which is a decimal equivalence of Year/Month/Day.
 NE1495
 NE1495.The orthometric height was determined by GPS observations and a
 NE1495.high-resolution geoid model.
 NE1495
 NE1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1495.GEOID18 height accuracy estimate available here.
 NE1495
 NE1495.Click photographs - Photos may exist for this station.
 NE1495
 NE1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1495
 NE1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1495
 NE1495.The ellipsoidal height was determined by GPS observations
 NE1495.and is referenced to NAD 83.
 NE1495
 NE1495. The following values were computed from the NAD 83(2011) position.
 NE1495
 NE1495;                    North         East     Units Scale Factor Converg.
 NE1495;SPC MI S     -    91,711.321 4,049,182.536   MT  0.99995448   +0 24 21.9
 NE1495;SPC MI S     -   300,890.16 13,284,719.61   iFT  0.99995448   +0 24 21.9
 NE1495;UTM  17      - 4,689,475.708   271,756.955   MT  1.00024102   -1 51 57.2
 NE1495
 NE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1495!SPC MI S     -   0.99995777  x   0.99995448  =   0.99991225
 NE1495!UTM  17      -   0.99995777  x   1.00024102  =   1.00019878
 NE1495
 NE1495:                Primary Azimuth Mark                     Grid Az
 NE1495:SPC MI S     -  BARTON AZ MK                             021 22 04.5
 NE1495:UTM  17      -  BARTON AZ MK                             023 38 23.6
 NE1495
 NE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7175689475(NAD 83)
 NE1495
 NE1495|---------------------------------------------------------------------|
 NE1495| PID    Reference Object                     Distance      Geod. Az  |
 NE1495|                                                           dddmmss.s |
 NE1495| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.28.3 KM 0152149.8 |
 NE1495| CH0783 BARTON AZ MK                                       0214626.4 |
 NE1495| NE1494 ST PATRICK CATH CHURCH SPIRE        APPROX. 4.1 KM 0222137.2 |
 NE1495| CH0784 BARTON RM 1                          59.872 METERS 09821     |
 NE1495| NE1496 N ANN ARBOR BARTON HILLS GC TK      389.152 METERS 11407     |
 NE1495| NE1474 YPSILANTI OLD NORMAL SCH SPIRE      APPROX.14.9 KM 1251753.4 |
 NE1495| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX.14.8 KM 1255959.2 |
 NE1495| NE1485 YPSILANTI WASHTENAW CC TANK         APPROX.13.1 KM 1321115.7 |
 NE1495| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX. 5.6 KM 1482946.8 |
 NE1495| NE1463 ANN ARBOR BURTON MEM CLOCK TWR      APPROX. 5.6 KM 1523110.9 |
 NE1495| NE1462 ANN ARBOR FIRST METH CH SPIRE       APPROX. 5.4 KM 1534805.8 |
 NE1495| CH0785 BARTON RM 2                          36.713 METERS 30743     |
 NE1495|---------------------------------------------------------------------|
 NE1495
 NE1495                          SUPERSEDED SURVEY CONTROL
 NE1495
 NE1495  NAD 83(2007)-  42 19 26.68289(N)    083 46 11.89058(W) AD(2002.00) 0
 NE1495  ELLIP H (02/10/07)  269.304  (m)                       GP(2002.00)    
 NE1495  ELLIP H (07/12/02)  269.339  (m)                       GP(       ) 4 1
 NE1495  NAD 83(1994)-  42 19 26.68220(N)    083 46 11.88963(W) AD(       ) 1
 NE1495  ELLIP H (02/03/97)  269.371  (m)                       GP(       ) 4 1
 NE1495  NAD 83(1986)-  42 19 26.68819(N)    083 46 11.91553(W) AD(       ) 1
 NE1495  NAD 83(1986)-  42 19 26.68491(N)    083 46 11.91383(W) AD(       ) 1
 NE1495  NAD 27      -  42 19 26.55100(N)    083 46 12.12500(W) AD(       ) 1
 NE1495
 NE1495.Superseded values are not recommended for survey control.
 NE1495
 NE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1495.See file dsdata.pdf to determine how the superseded data were derived.
 NE1495
 NE1495_MARKER: DS = TRIANGULATION STATION DISK
 NE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1495_STAMPING: BARTON 1932
 NE1495_MARK LOGO: CGS
 NE1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1495+STABILITY: SURFACE MOTION
 NE1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1495+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 NE1495
 NE1495  HISTORY     - Date     Condition        Report By
 NE1495  HISTORY     - 1932     MONUMENTED       CGS
 NE1495  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1980     GOOD             MIDH
 NE1495  HISTORY     - 19930809 GOOD             WOOLPT
 NE1495  HISTORY     - 19930810 GOOD             WOOLPT
 NE1495  HISTORY     - 19931101 GOOD             AYLENO
 NE1495  HISTORY     - 20160503 GOOD             MI0150
 NE1495
 NE1495                          STATION DESCRIPTION
 NE1495
 NE1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1495'ABOUT 3 MILES NNW OF ANN ARBOR, NEAR HIGHEST PART OF PROMINENT RIDGE
 NE1495'KNOWN AS BARTON HILLS, ON LINE OF ROW OF SMALL TREES AT S EDGE OF
 NE1495'BARTON HILLS COUNTRY CLUB GOLF COURSE, ABOUT 0.3 MILE NW OF CLUBHOUSE,
 NE1495'DUE S OF FIRST BUNKER ON NO. 2 FAIRWAY, 88 FEET N OF LARGE PILE OF
 NE1495'STONES, AND 55 FEET NW OF ANGLE IN LINE OF TREES.
 NE1495'
 NE1495'TO REACH FROM COURTHOUSE AT ANN ARBOR, GO W 1.0 MILE ON U.S. ROUTE 12
 NE1495'TO POINT WHERE ROUTE M 132 FORKS TO RIGHT, PROCEED W 0.9 MILE ON ROUTE
 NE1495'M 132 TO CROSSROADS JUST W OF FAIR GROUNDS, PROCEED N 1.9 MILES ON
 NE1495'GRAVEL ROAD TO POINT WHERE ROAD TURNS RIGHT, TURN RIGHT WITH ROAD,
 NE1495'TURN LEFT ACROSS RAILROAD AND RIVER, CONTINUE 1.0 MILE ON
 NE1495'MAIN-TRAVELED ROAD WINDING UPHILL FROM RIVER BRIDGE TO WATER TANK ON
 NE1495'LEFT SIDE OF ROAD, TURN OFF ROAD JUST TO E OF WATER TANK, CONTINUE N
 NE1495'ABOUT 200 FEET TO EDGE OF GOLF COURSE, AND FOLLOW ALONG EDGE OF GOLF
 NE1495'COURSE NW ABOUT 0.2 MILE TO STATION SITE.
 NE1495'
 NE1495'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 NE1495'NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 NE1495'MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1495'
 NE1495'REFERENCE MARK 1 PROJECTS 5 INCHES, IS ON LINE WITH ROW OF SMALL TREES
 NE1495'AT S EDGE OF GOLF COURSE, 50 FEET S OF TEE 2, AND 196.45 FEET FROM
 NE1495'STATION IN AZIMUTH 278 DEG 21 MIN.
 NE1495'
 NE1495'REFERENCE MARK 2 PROJECTS 2 INCHES, IS 2 FEET SW OF LINE OF SMALL
 NE1495'TREES, AND 120.43 FEET FROM STATION IN AZIMUTH 127 DEG 43 MIN.
 NE1495'
 NE1495'AZIMUTH MARK PROJECTS 6 INCHES, IS ABOUT 100 YARDS N OF N EDGE OF
 NE1495'BARTON HILLS GOLF COURSE, 30 FEET W OF CENTER LINE OF GRAVEL ROAD, 48
 NE1495'FEET S OF CENTER LINE OF GRAVEL ROAD, 1 FOOT W OF FENCE, 3 FEET S OF E
 NE1495'END OF GATE, AND APPROXIMATELY 0.4 MILE FROM STATION IN AZIMUTH 201
 NE1495'DEG 46 MIN 21 SEC.
 NE1495'
 NE1495'AZIMUTH FROM STATION TO ANN ARBOR, UNIVERSITY OF MICHIGAN, POWER PLANT
 NE1495'STACK, DISTANT APPROXIMATELY 0.3 MILE, IS 328 DEG 29 MIN 46 SEC, AND
 NE1495'TO BARTON HILLS COUNTRY CLUB, FINIAL OF TANK, DISTANT APPROXIMATELY
 NE1495'0.2 MILE, 294 DEG 06 MIN 39 SEC.
 NE1495
 NE1495                          STATION RECOVERY (1943)
 NE1495
 NE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1495'STATION WAS RECOVERED EXACTLY AS DESCRIBED BY H.C. WARWICK IN 1932.
 NE1495'ALL MARKS WERE FOUND IN GOOD CONDITION AND THE DISTANCES WERE CHECKED
 NE1495'AND FOUND CORRECT.  THE COMPLETE DESCRIPTION FOLLOWS-
 NE1495'
 NE1495'STATION IS LOCATED ABOUT 3.0 MILES NNW OF ANN ARBOR NEAR THE HIGHEST
 NE1495'PART OF A PROMINENT RIDGE KNOWN AS BARTON HILLS.  THE MARK IS SET IN A
 NE1495'LINE OF SMALL MAPLE TREES AT THE S EDGE OF THE BARTON HILLS COUNTRY
 NE1495'CLUB GOLF COURSE.  IT IS 0.3 MILE NW OF THE CLUBHOUSE.  88 FEET N OF A
 NE1495'LARGE PILE OF BOULDERS AND DUE S OF THE FIRST BUNKER ON NO. 3 FAIRWAY.
 NE1495'THE DISK IS STAMPED BARTON 1932.  NOTES 1A AND 7A.
 NE1495'
 NE1495'REFERENCE MARK 1 IS 196.43 FEET ESE OF THE STATION ON LINE WITH A ROW
 NE1495'OF SMALL TREES AT THE S EDGE OF THE GOLF COURSE AND 50 FEET S OF TEE
 NE1495'2.  THE DISK IS STAMPED BARTON NO 1 1932.  NOTE 11A.
 NE1495'
 NE1495'REFERENCE MARK 2 IS 120.45 FEET NW OF THE STATION, 2 FEET SW OF A
 NE1495'SMALL LINE OF TREES.  THE DISK IS STAMPED BARTON NO 2 1932.  NOTE 11A.
 NE1495'
 NE1495'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NNE OF THE STATION.  IT IS
 NE1495'ABOUT 100 YARDS N OF THE N EDGE OF THE GOLF COURSE.  IT IS IN A FENCE
 NE1495'CORNER AT A CURVE IN A GRAVELED ROAD.  THE MARK IS 46 FEET S OF THE
 NE1495'ROAD RUNNING E AND W AND 30 FEET W OF THE ROAD RUNNING N AND S.  IT IS
 NE1495'3 FEET S OF THE E END OF A GATE AND 1 FOOT W OF THE FENCE.  THE DISK
 NE1495'IS STAMPED BARTON 1932.
 NE1495'
 NE1495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 12 IN N
 NE1495'ANN ARBOR, GO N ON U.S. ROUTE 23 FOR 1.4 MILES TO BEAR SHORE DRIVE ON
 NE1495'THE LEFT, TURN LEFT AND GO 1.5 MILES TO THE JUNCTION OF SPRING VALLEY
 NE1495'ROAD.  TURN LEFT ON SPRING VALLEY ROAD AND GO 0.3 MILE TO THE BARTON
 NE1495'HILLS COUNTRY CLUBHOUSE.  FROM HERE GO NW ALONG THE S EDGE OF THE GOLF
 NE1495'COURSE FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1949)
 NE1495
 NE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 NE1495'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 NE1495'GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 NE1495'FOUND TO BE CORRECT.  THE STATION WAS NOT OCCUPPIED AT THIS TIME.
 NE1495
 NE1495                          STATION RECOVERY (1980)
 NE1495
 NE1495'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1495'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NE1495'DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 NE1495'FOLLOWING ITEM.  THE  BUNKER ON THE THIRD FAIR WAY NO LONGER EXISTS.
 NE1495'THE STATION IS NORTH WEST FROM THE TEE AREA FOR THE SECOND HOLE.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1495'RECOVERED AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1495'RECOVERED AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1495'RECOVERED AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (2016)
 NE1495
 NE1495'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1651 ***********************************************************************
 RL1651  DESIGNATION -  BASS
 RL1651  PID         -  RL1651
 RL1651  STATE/COUNTY-  MI/ONTONAGON
 RL1651  COUNTRY     -  US
 RL1651  USGS QUAD   -  ALDRIDGE CREEK (2017)
 RL1651
 RL1651                         *CURRENT SURVEY CONTROL
 RL1651  ______________________________________________________________________
 RL1651* NAD 83(1994) POSITION- 46 37 58.32121(N) 089 43 35.05808(W)   ADJUSTED
 RL1651* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 RL1651  ______________________________________________________________________
 RL1651  GEOID HEIGHT    -        -30.657 (meters)                     GEOID18
 RL1651  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 RL1651  HORZ ORDER      -  FIRST
 RL1651
 RL1651.The horizontal coordinates were established by classical geodetic methods
 RL1651.and adjusted by the National Geodetic Survey in February 1997.
 RL1651
 RL1651.The orthometric height was scaled from a topographic map.
 RL1651
 RL1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1651.GEOID18 height accuracy estimate available here.
 RL1651
 RL1651.Click photographs - Photos may exist for this station.
 RL1651
 RL1651.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1651
 RL1651. The following values were computed from the NAD 83(1994) position.
 RL1651
 RL1651;                    North         East     Units Scale Factor Converg.
 RL1651;SPC MI N     -   209,156.398 7,791,282.051   MT  0.99992121   -1 58 14.2
 RL1651;SPC MI N     -   686,208.65 25,561,948.99   iFT  0.99992121   -1 58 14.2
 RL1651;UTM  16      - 5,167,978.123   291,312.354   MT  1.00013533   -1 58 57.8
 RL1651
 RL1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1651!SPC MI N     -   0.99992079  x   0.99992121  =   0.99984201
 RL1651!UTM  16      -   0.99992079  x   1.00013533  =   1.00005611
 RL1651
 RL1651:                Primary Azimuth Mark                     Grid Az
 RL1651:SPC MI N     -  BERGLAND                                 068 40 28.6
 RL1651:UTM  16      -  BERGLAND                                 068 41 12.2
 RL1651
 RL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9131267978(NAD 83)
 RL1651
 RL1651|---------------------------------------------------------------------|
 RL1651| PID    Reference Object                     Distance      Geod. Az  |
 RL1651|                                                           dddmmss.s |
 RL1651| RL1366 BERGLAND                            APPROX.12.4 KM 0664214.4 |
 RL1651| CJ1840 BASS RM 1                            21.638 METERS 07612     |
 RL1651| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.11.0 KM 2995016.4 |
 RL1651| CJ1841 BASS RM 2                            21.866 METERS 30534     |
 RL1651|---------------------------------------------------------------------|
 RL1651
 RL1651                          SUPERSEDED SURVEY CONTROL
 RL1651
 RL1651  NAD 83(1991)-  46 37 58.31883(N)    089 43 35.05331(W) AD(       ) 1
 RL1651  NAD 83(1986)-  46 37 58.31704(N)    089 43 35.05405(W) AD(       ) 1
 RL1651  NAD 27      -  46 37 58.50700(N)    089 43 34.47800(W) AD(       ) 1
 RL1651
 RL1651.Superseded values are not recommended for survey control.
 RL1651
 RL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1651.See file dsdata.pdf to determine how the superseded data were derived.
 RL1651
 RL1651_MARKER: DS = TRIANGULATION STATION DISK
 RL1651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1651_STAMPING: BASS 1939
 RL1651_MARK LOGO: CGS
 RL1651_MAGNETIC: P = MARKER IS A STEEL PIPE
 RL1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1651
 RL1651  HISTORY     - Date     Condition        Report By
 RL1651  HISTORY     - 1939     MONUMENTED       CGS
 RL1651  HISTORY     - 1952     GOOD             CGS
 RL1651  HISTORY     - 1977     GOOD             NGS
 RL1651
 RL1651                          STATION DESCRIPTION
 RL1651
 RL1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1651'EIGHT MILES WEST-NORTHWEST OF BERGLAND, 6 MILES NORTH OF
 RL1651'JACKS SPUR, WHICH IS A SMALL SETTLEMENT ON STATE HIGHWAY 28,
 RL1651'2 MILES EAST-NORTHEAST OF BASS LAKE, 1.5 MILES EAST OF CLARK
 RL1651'LAKE, AND APPROXIMATELY AT THE CORNER BETWEEN SECTIONS 13 AND
 RL1651'24, T. 49 N., R. 44 W. AND SECTIONS 18 AND 19, T. 49 N., R.
 RL1651'43 W.  IT IS ON A SMALL RIDGE EXTENDING SOUTHWEST AND NORTHEAST,
 RL1651'13 FEET EAST OF A TRIANGULAR-BLAZED MAPLE TREE AND 14 FEET
 RL1651'NORTH-NORTHEAST OF ANOTHER TRIANGULAR-BLAZED MAPLE TREE.  THE
 RL1651'SURFACE MARK IS A STANDARD BRONZE DISK STAMPED BASS 1939 SET
 RL1651'IN CONCRETE IN THE TOP OF A 4-INCH, WHITE-PAINTED, CAST IRON
 RL1651'PIPE WHICH PROJECTS 2.5 FEET ABOVE THE GROUND.
 RL1651'
 RL1651'TO REACH FROM THE POST OFFICE IN WAKEFIELD, GO EAST ON STATE
 RL1651'HIGHWAY 28 FOR 11.2 MILES TO A T-ROAD ON THE LEFT, TURN LEFT
 RL1651'AND GO NORTH ON A GRAVEL ROAD FOR 0.75 MILE TO THE END OF THE
 RL1651'GRAVEL ROAD AND A GATE IN THE WEST FENCE LINE AT A SMALL CABIN,
 RL1651'TURN LEFT THROUGH THE GATE AND FOLLOW A WAGON ROAD WEST FOR
 RL1651'0.3 MILE TO AN ABANDONED RAILROAD GRADE, TURN RIGHT (NORTH)
 RL1651'AND FOLLOW THE ABANDONED RAILROAD GRADE, BEARING ALWAYS TO
 RL1651'THE NORTH, FOR APPROXIMATELY 2.0 MILES TO AN OLD BRIDGE AND
 RL1651'THE END OF TRUCK TRAVEL.  HERE CONTINUE NORTHERLY ON THE SAME
 RL1651'RAILROAD GRADE FOR APPROXIMATELY 2.0 MILES TO THE END OF THE
 RL1651'RAILROAD GRADE AT A SMALL CLEARING AND A CAMP SITE AT THE
 RL1651'EDGE OF THE VIRGIN TIMBER, CONTINUE NORTHEAST ON A TRAIL FOR
 RL1651'115 PACES TO A SMALL CREEK AND THE BEGINNING OF A BLAZED
 RL1651'TRACTOR TRAIL WHICH IS APPROXIMATELY 10 CHAINS WEST OF THE
 RL1651'SOUTHWEST CORNER OF SEC. 25, T. 49 N., R. 44 W., THEN
 RL1651'FOLLOW THE BLAZED TRACTOR TRAIL WHICH BEARS TO THE NORTHEAST
 RL1651'FOR APPROXIMATELY 2.7 MILES TO THE TOP OF A SMALL RIDGE AND
 RL1651'THE STATION.
 RL1651'
 RL1651'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, AT THE
 RL1651'SOUTH EDGE OF THE RIDGE.  THE MARK IS A STANDARD REFERENCE
 RL1651'MARK DISK SET IN CONCRETE IN THE TOP OF A 4-INCH, WHITE-PAINTED,
 RL1651'CAST IRON PIPE WHICH PROJECTS 2.5 FEET ABOVE THE GROUND AND
 RL1651'IS STAMPED BASS NO 1 1939.
 RL1651'
 RL1651'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  THE MARK IS
 RL1651'A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN THE TOP OF
 RL1651'A 4-INCH, WHITE-PAINTED, CAST IRON PIPE WHICH PROJECTS 2.5 FEET
 RL1651'ABOVE THE GROUND AND IS STAMPED BASS NO 2 1939.
 RL1651'
 RL1651'HEAVY TIMBER PREVENTED THE ESTABLISHMENT OF AN AZIMUTH MARK
 RL1651'AT THIS STATION.
 RL1651'
 RL1651'AN 87-FOOT TOWER WILL CLEAR ALL LINES.
 RL1651'
 RL1651'MR. JOHN COX OF THOMASTON, MICHIGAN CAN DIRECT FUTURE PARTIES
 RL1651'INTO THE STATION.  HIS POST OFFICE ADDRESS IS WAKEFIELD,
 RL1651'MICHIGAN.  HIS TRACTOR WAS USED TO HAUL THE TOWER AND OBSERVING
 RL1651'EQUIPMENT TO AND FROM THE STATION.
 RL1651'
 RL1651'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL1651
 RL1651                          STATION RECOVERY (1952)
 RL1651
 RL1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RL1651'AN ATTEMPT WAS MADE TO LOCATE THIS STATION BY THE OLD DESCRIPTION,
 RL1651'ABOUT A HALF OF A DAY WAS SPENT TRYING TO LOCATE THE WAY TO
 RL1651'THE STATION WITH NO SUCCESS.
 RL1651'
 RL1651'MR. JOHN COX WHO HAULED THE TOWER IN 1939 WHEN STATION WAS
 RL1651'BUILT WAS SEEN AND HE STATED A NEW ROAD WAS NOW TO THE EAST
 RL1651'SIDE OF THE HILL AND THAT BY GOING IN THIS WAY THE STATION
 RL1651'COULD BE REACHED TO WITHIN ABOUT ONE MILE OF THE TOP, AND
 RL1651'WOULD NOW BE A SHORTER AND BETTER WAY TO REACH STATION.
 RL1651
 RL1651                          STATION RECOVERY (1977)
 RL1651
 RL1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1651'NO AZIMUTH MARK WAS SET.
 RL1651'
 RL1651'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED, THE
 RL1651'AREA NOW IS IN HEAVY TIMBER.  THE STATION COULD BE REACH IN A LARGE
 RL1651'FOUR-WHEEL DRIVE TRUCK.  A NEW TO REACH FOLLOWS.
 RL1651'
 RL1651'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 64 IN BERGLAND,
 RL1651'GO WEST ON STATE HIGHWAYS 28 AND 64 FOR 4.35 MILE TO THE
 RL1651'INTERSECTIONS OF STATE HIGHWAYS 28 AND 64.  CONTINUE SOUTH ON STATE
 RL1651'HIGHWAY 28 FOR 1.55 MILE TO AN OFF SET CROSS ROADS.  TURN RIGHT ON
 RL1651'BLADED ROAD FOR 3.7 MILES TO A FORK.  KEEP LEFT FORK MAIN ROAD FOR
 RL1651'0.3 MILE TO A FORK.  KEEP LEFT FORK MAIN ROAD FOR 1.2 MILES TO
 RL1651'A DIRT SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.4 MILE TO A TRACK
 RL1651'SIDE ROAD LEFT (A FOUR-WHEEL DRIVE TRUCK WILL BE REQUIRED)
 RL1651'FOR ABOUT 0.05 MILE PASSING A SMALL SWAMP, TO A SMALL RIDGE
 RL1651'AND THE STATION SITE.
 RL1651'
 RL1651'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL1651'
 RL1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 RL1651'WEST-NORTHWEST OF BERGLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5435 ***********************************************************************
 AH5435  DESIGNATION -  BASS
 AH5435  PID         -  AH5435
 AH5435  STATE/COUNTY-  MI/CHIPPEWA
 AH5435  COUNTRY     -  US
 AH5435  USGS QUAD   -  LIME ISLAND (2017)
 AH5435
 AH5435                         *CURRENT SURVEY CONTROL
 AH5435  ______________________________________________________________________
 AH5435* NAD 83(1994) POSITION- 46 06 17.90472(N) 083 59 50.33532(W)   ADJUSTED
 AH5435* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5435  ______________________________________________________________________
 AH5435  GEOID HEIGHT    -        -36.666 (meters)                     GEOID18
 AH5435  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AH5435  HORZ ORDER      -  THIRD
 AH5435
 AH5435.The horizontal coordinates were established by classical geodetic methods
 AH5435.and adjusted by the National Geodetic Survey in November 1998.
 AH5435
 AH5435.The orthometric height was scaled from a topographic map.
 AH5435
 AH5435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5435.GEOID18 height accuracy estimate available here.
 AH5435
 AH5435.Click photographs - Photos may exist for this station.
 AH5435
 AH5435.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5435
 AH5435. The following values were computed from the NAD 83(1994) position.
 AH5435
 AH5435;                    North         East     Units Scale Factor Converg.
 AH5435;SPC MI N     -   151,288.343 8,232,080.682   MT  0.99990777   +2 10 13.1
 AH5435;SPC MI N     -   496,352.83 27,008,138.72   iFT  0.99990777   +2 10 13.1
 AH5435;UTM  17      - 5,110,079.061   268,354.182   MT  1.00025969   -2 09 39.1
 AH5435;UTM  16      - 5,110,094.732   732,060.765   MT  1.00026206   +2 09 53.0
 AH5435
 AH5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5435!SPC MI N     -   0.99997787  x   0.99990777  =   0.99988564
 AH5435!UTM  17      -   0.99997787  x   1.00025969  =   1.00023755
 AH5435!UTM  16      -   0.99997787  x   1.00026206  =   1.00023992
 AH5435
 AH5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6835410079(NAD 83)
 AH5435
 AH5435                          SUPERSEDED SURVEY CONTROL
 AH5435
 AH5435.No superseded survey control is available for this station.
 AH5435
 AH5435_MARKER: DD = SURVEY DISK
 AH5435_SETTING: 80 = SET IN A BOULDER
 AH5435_STAMPING: BASS 1988
 AH5435_MARK LOGO: NOS
 AH5435_PROJECTION: FLUSH
 AH5435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5435+STABILITY: SURFACE MOTION
 AH5435
 AH5435  HISTORY     - Date     Condition        Report By
 AH5435  HISTORY     - 1988     MONUMENTED       NOS
 AH5435
 AH5435                          STATION DESCRIPTION
 AH5435
 AH5435'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5435'THE STATION IS LOCATED ON BASS ISLAND SOUTH OF HAY POINT ON THE LOWER
 AH5435'ST MARYS RIVER.
 AH5435'TO REACH THE STATION FROM THE RABER BOAT RAMP IN RABER BAY GO
 AH5435'EAST-NORTHEAST FOR APPROXIMATELY 3.5 MILES TO BASS ISLAND AND THE
 AH5435'STATION ON THE NORTH TIP OF THE ISLAND.
 AH5435'THE STATION IS A STANDARD NOS DISK STAMPED---BASS 1988---, SET INTO A
 AH5435'DRILL HOLE IN A ROCK.  IT IS LOCATED 16.0 METERS (52.5 FEET) SOUTH OF
 AH5435'THE NORTH SHORELINE, 11.0 METERS (36.1 FEET) EAST OF THE WEST
 AH5435'SHORELINE, AND 4.72 METERS (15.49 FEET) NORTHEAST FROM A SHALLOW DRILL
 AH5435'HOLE IN A 3.5 FOOT DIAMETER ROCK.
 AH5435'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5435'DESCRIBED BY B A LINK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0071 ***********************************************************************
 RH0071  DESIGNATION -  BASS REEF RIC+068
 RH0071  PID         -  RH0071
 RH0071  STATE/COUNTY-  MI/CHIPPEWA
 RH0071  COUNTRY     -  US
 RH0071  USGS QUAD   -  LIME ISLAND (2017)
 RH0071
 RH0071                         *CURRENT SURVEY CONTROL
 RH0071  ______________________________________________________________________
 RH0071* NAD 83(1994) POSITION- 46 06 15.99664(N) 083 59 51.73741(W)   ADJUSTED
 RH0071* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) VERTCON3
 RH0071  ______________________________________________________________________
 RH0071  GEOID HEIGHT    -        -36.666 (meters)                     GEOID18
 RH0071  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 RH0071  HORZ ORDER      -  SECOND
 RH0071
 RH0071.The horizontal coordinates were established by classical geodetic methods
 RH0071.and adjusted by the National Geodetic Survey in February 1997.
 RH0071
 RH0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0071
 RH0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0071.GEOID18 height accuracy estimate available here.
 RH0071
 RH0071.Click photographs - Photos may exist for this station.
 RH0071
 RH0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0071
 RH0071. The following values were computed from the NAD 83(1994) position.
 RH0071
 RH0071;                    North         East     Units Scale Factor Converg.
 RH0071;SPC MI N     -   151,228.337 8,232,052.825   MT  0.99990779   +2 10 12.1
 RH0071;SPC MI N     -   496,155.96 27,008,047.33   iFT  0.99990779   +2 10 12.1
 RH0071;UTM  17      - 5,110,021.310   268,321.861   MT  1.00025988   -2 09 40.0
 RH0071;UTM  16      - 5,110,034.707   732,032.891   MT  1.00026190   +2 09 51.9
 RH0071
 RH0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0071!SPC MI N     -   0.99997787  x   0.99990779  =   0.99988566
 RH0071!UTM  17      -   0.99997787  x   1.00025988  =   1.00023774
 RH0071!UTM  16      -   0.99997787  x   1.00026190  =   1.00023976
 RH0071
 RH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6832110021(NAD 83)
 RH0071
 RH0071                          SUPERSEDED SURVEY CONTROL
 RH0071
 RH0071  NAD 83(1986)-  46 06 15.98604(N)    083 59 51.73071(W) AD(       ) 2
 RH0071  NGVD 29 (05/22/90)  177.9    (m)          584.     (f) VERT ANG       
 RH0071
 RH0071.Superseded values are not recommended for survey control.
 RH0071
 RH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0071.See file dsdata.pdf to determine how the superseded data were derived.
 RH0071
 RH0071_MARKER: DS = TRIANGULATION STATION DISK
 RH0071_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0071+WITH SETTING: INFORMATION.
 RH0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0071
 RH0071  HISTORY     - Date     Condition        Report By
 RH0071  HISTORY     - 1988     MONUMENTED       USACE
 RH0071
 RH0071                          STATION DESCRIPTION
 RH0071
 RH0071'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0071'THE STATION IS LOCATED ABOUT 50.7 KM (31.5 MI) SOUTH-SOUTHEAST OF
 RH0071'SAULT STE MARIE, 48.4 KM (30.1 MI) EAST-SOUTHEAST OF RUDYARD, 14.8
 RH0071'KM ((9.2 MI) NORTHWEST OF DETOUR VILLAGE ON BASS REEF ISLAND IN
 RH0071'GOVT
 RH0071'LOT 1, SECTION 24, T43N-R3E.
 RH0071'OWNERSHIP---SSSS
 RH0071'
 RH0071'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RH0071'FOR 1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN
 RH0071'AND GO FOR 2.7 KM (1.7 MI) ON NORTH RABER ROAD TO A 90 DEGREE TURN
 RH0071'TO THE LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC
 RH0071'BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 45 MINUTES
 RH0071'ACROSS THE ST MARYS RIVER TO BASS REEF ISLAND WHERE THE STATION IS
 RH0071'LOCATED.
 RH0071'
 RH0071'THE STATION IS A STANDARD COE DISK THAT IS
 RH0071'STAMPED---RIC-068---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RH0071'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RH0071'LOCATED ON THE SOUTHERLY END OF THE ISLAND APPROXIMATELY 27.4 METERS
 RH0071'(90 FT) FROM THE
 RH0071'SOUTH SHORE, 16.2 METERS (53 FT) FROM THE WEST SHORE AND 13.1 METERS
 RH0071'(43 FT) FROM THE EAST SHORE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1664 ***********************************************************************
 RL1664  DESIGNATION -  BATES RESET
 RL1664  PID         -  RL1664
 RL1664  STATE/COUNTY-  MI/IRON
 RL1664  COUNTRY     -  US
 RL1664  USGS QUAD   -  GAASTRA (2017)
 RL1664
 RL1664                         *CURRENT SURVEY CONTROL
 RL1664  ______________________________________________________________________
 RL1664* NAD 83(1994) POSITION- 46 06 06.01234(N) 088 32 23.56846(W)   ADJUSTED
 RL1664* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 RL1664  ______________________________________________________________________
 RL1664  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 RL1664  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 RL1664  HORZ ORDER      -  FIRST
 RL1664
 RL1664.The horizontal coordinates were established by classical geodetic methods
 RL1664.and adjusted by the National Geodetic Survey in February 1997.
 RL1664
 RL1664.The orthometric height was scaled from a topographic map.
 RL1664
 RL1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1664.GEOID18 height accuracy estimate available here.
 RL1664
 RL1664.Click photographs - Photos may exist for this station.
 RL1664
 RL1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1664
 RL1664. The following values were computed from the NAD 83(1994) position.
 RL1664
 RL1664;                    North         East     Units Scale Factor Converg.
 RL1664;SPC MI N     -   147,681.486 7,880,952.919   MT  0.99990795   -1 06 46.8
 RL1664;SPC MI N     -   484,519.31 25,856,144.75   iFT  0.99990795   -1 06 46.8
 RL1664;UTM  16      - 5,106,496.423   380,982.628   MT  0.99977413   -1 06 35.0
 RL1664
 RL1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1664!SPC MI N     -   0.99992057  x   0.99990795  =   0.99982853
 RL1664!UTM  16      -   0.99992057  x   0.99977413  =   0.99969472
 RL1664
 RL1664:                Primary Azimuth Mark                     Grid Az
 RL1664:SPC MI N     -  CRYSTAL RESET                            094 46 08.4
 RL1664:UTM  16      -  CRYSTAL RESET                            094 45 56.6
 RL1664
 RL1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8098206496(NAD 83)
 RL1664
 RL1664|---------------------------------------------------------------------|
 RL1664| PID    Reference Object                     Distance      Geod. Az  |
 RL1664|                                                           dddmmss.s |
 RL1664| RL1564 BATES RM 1                           15.250 METERS 00525     |
 RL1664| RL1556 CRYSTAL RESET                       APPROX.13.6 KM 0933921.6 |
 RL1664| RL1666 BATES RM 2                           32.062 METERS 09624     |
 RL1664| RL1571 CASPIAN WIKB RADIO MAST             APPROX. 8.7 KM 2414738.8 |
 RL1664| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX. 5.6 KM 2615705.7 |
 RL1664|---------------------------------------------------------------------|
 RL1664
 RL1664                          SUPERSEDED SURVEY CONTROL
 RL1664
 RL1664  NAD 83(1991)-  46 06 06.01178(N)    088 32 23.56639(W) AD(       ) 1
 RL1664  NAD 83(1986)-  46 06 06.00912(N)    088 32 23.55468(W) AD(       ) 1
 RL1664
 RL1664.Superseded values are not recommended for survey control.
 RL1664
 RL1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1664.See file dsdata.pdf to determine how the superseded data were derived.
 RL1664
 RL1664_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1664_STAMPING: BATES 1954 1988
 RL1664_MARK LOGO: NGS
 RL1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1664+STABILITY: SURFACE MOTION
 RL1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1664+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 RL1664
 RL1664  HISTORY     - Date     Condition        Report By
 RL1664  HISTORY     - 19880712 MONUMENTED       NGS
 RL1664  HISTORY     - 19950207 GOOD             LOCENG
 RL1664
 RL1664                          STATION DESCRIPTION
 RL1664
 RL1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 RL1664'THE STATION IS LOCATED IN QUAD. 460883, 9.7 KM (6.0 MI) EAST OF IRON
 RL1664'RIVER, 3.2 KM (2.0 MI) EAST OF BATES AND AT THE SITE OF THE OLD BATES
 RL1664'FOREST SERVICE LOOKOUT TOWER, NOW BEING USED FOR SATELITE
 RL1664'COMMUNICATION, ETC.  THERE ARE SEVERAL RADIO TOWERS THERE AT THE
 RL1664'SITE.
 RL1664'TO REACH THE STATION FROM BATES, AT THE PUBLIC SCHOOL, GO EAST ON U.S.
 RL1664'HIGHWAY 2 FOR 3.64 KM (2.26 MI) TO A SIDE ROAD RIGHT, OLD HIGHWAY 2.
 RL1664'TURN SHARP RIGHT AND GO SOUTH FOR 0.35 KM (0.22 MI) TO A GRAVEL SIDE
 RL1664'ROAD LEFT, BATES TOWER ROAD.  TURN LEFT AND GO EAST AND SOUTH FOR
 RL1664'0.48 KM (0.30 MI) TO A GATE.  PASS THRU GATE AND CONTINUE EAST FOR
 RL1664'0.12 KM (0.07 MI) TO THE OLD LOOKOUT TOWER AND THE STATION.
 RL1664'THE STATION WAS RECOVERED WITH THE DISK REMOVED, BUT THE STEM IN PLACE
 RL1664'AND THE MONUMENT STILL INTACT.  THIS POINT WAS HELD FIXED AND A DISK
 RL1664'WAS SET INTO A DRILL HOLE IN THE EXISTING MONUMENT.
 RL1664'THE MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED ABOUT 12.5 M
 RL1664'(41.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST LEG AND 12.2 M
 RL1664'(40.0 FT) SOUTH FROM THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 RL1664'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RL1664
 RL1664                          STATION RECOVERY (1995)
 RL1664
 RL1664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RL1664'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1564 ***********************************************************************
 RL1564  DESIGNATION -  BATES RM 1
 RL1564  PID         -  RL1564
 RL1564  STATE/COUNTY-  MI/IRON
 RL1564  COUNTRY     -  US
 RL1564  USGS QUAD   -  GAASTRA (2017)
 RL1564
 RL1564                         *CURRENT SURVEY CONTROL
 RL1564  ______________________________________________________________________
 RL1564* NAD 83(1994) POSITION- 46 06 06.50405(N) 088 32 23.50136(W)   ADJUSTED
 RL1564* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 RL1564  ______________________________________________________________________
 RL1564  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 RL1564  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 RL1564  HORZ ORDER      -  SECOND
 RL1564
 RL1564.The horizontal coordinates were established by classical geodetic methods
 RL1564.and adjusted by the National Geodetic Survey in February 1997.
 RL1564
 RL1564.The orthometric height was scaled from a topographic map.
 RL1564
 RL1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1564.GEOID18 height accuracy estimate available here.
 RL1564
 RL1564.Click photographs - Photos may exist for this station.
 RL1564
 RL1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1564
 RL1564. The following values were computed from the NAD 83(1994) position.
 RL1564
 RL1564;                    North         East     Units Scale Factor Converg.
 RL1564;SPC MI N     -   147,696.636 7,880,954.655   MT  0.99990794   -1 06 46.8
 RL1564;SPC MI N     -   484,569.02 25,856,150.44   iFT  0.99990794   -1 06 46.8
 RL1564;SPC WI N     -   104,972.961   712,887.070   MT  0.99994601   +1 03 11.9
 RL1564;SPC WI N     -   344,398.79  2,338,863.66   sFT  0.99994601   +1 03 11.9
 RL1564;UTM  16      - 5,106,511.571   380,984.362   MT  0.99977413   -1 06 35.0
 RL1564
 RL1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1564!SPC MI N     -   0.99992057  x   0.99990794  =   0.99982852
 RL1564!SPC WI N     -   0.99992057  x   0.99994601  =   0.99986659
 RL1564!UTM  16      -   0.99992057  x   0.99977413  =   0.99969472
 RL1564
 RL1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8098406511(NAD 83)
 RL1564
 RL1564                          SUPERSEDED SURVEY CONTROL
 RL1564
 RL1564  NAD 83(1991)-  46 06 06.50349(N)    088 32 23.49929(W) AD(       ) 2
 RL1564  NAD 83(1986)-  46 06 06.50083(N)    088 32 23.48758(W) AD(       ) 2
 RL1564  NAD 27      -  46 06 06.67171(N)    088 32 23.01591(W) AD(       ) 2
 RL1564
 RL1564.Superseded values are not recommended for survey control.
 RL1564
 RL1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1564.See file dsdata.pdf to determine how the superseded data were derived.
 RL1564
 RL1564_MARKER: DR = REFERENCE MARK DISK
 RL1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1564_STAMPING: BATES NO 1 1954
 RL1564_MARK LOGO: CGS
 RL1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1564+STABILITY: SURFACE MOTION
 RL1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1564+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 RL1564
 RL1564  HISTORY     - Date     Condition        Report By
 RL1564  HISTORY     - 1954     MONUMENTED       CGS
 RL1564  HISTORY     - 1954     GOOD             CGS
 RL1564  HISTORY     - 19880713 SEE DESCRIPTION  NGS
 RL1564  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL1564
 RL1564                          STATION DESCRIPTION
 RL1564
 RL1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1564'THE STATION IS LOCATED ABOUT 6 MILES EAST OF IRON RIVER AND
 RL1564'2 MILES EAST OF BATES.  IT IS A 4 LEGGED STEEL STRUCTURE
 RL1564'ABOUT 115 FEET HIGH AND HAS A WOODEN LOOKOUT CAGE ON TOP.
 RL1564'BATES R.M. NO 1 1954 IS SET AT THE CENTER OF THE BASE OF THE
 RL1564'TOWER.  A TRAVERSE CONNECTION WAS MADE FROM BATES 1954 TO R.M.
 RL1564'NO. 1 AND THE DISTANCE IS 15.250 METERS (50.03 FEET) NORTH.
 RL1564'
 RL1564'TO REACH THE STATION FROM BATES, FROM THE PUBLIC SCHOOL, GO
 RL1564'EAST ON U.S. HIGHWAY 2 FOR 2.05 MILES TO A PAVED SIDE ROAD
 RL1564'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO A GRAVEL
 RL1564'SIDE ROAD LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.2 MILE
 RL1564'TO A FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.15 MILE TO THE
 RL1564'STATION AS DESCRIBED.
 RL1564
 RL1564                          STATION RECOVERY (1954)
 RL1564
 RL1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RL1564'RECOVERED IN GOOD CONDITION.
 RL1564
 RL1564                          STATION RECOVERY (1988)
 RL1564
 RL1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RL1564'THIS STATION LOCATED IN QUAD. 460883.  IT IS NOW UNDERNEATH A SMALL
 RL1564'BUILDING BUILT UNDERNEATH THE OLD FOREST LOOKOUT TOWER AND WAS
 RL1564'UN-RECOVERABLE AT THIS TIME.
 RL1564'TO REACH THE STATION FROM BATES, FROM THE PUBLIC SCHOOL, GO
 RL1564'EAST ON U.S. HIGHWAY 2 FOR 2.05 MILES TO A PAVED SIDE ROAD
 RL1564'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO A GRAVEL
 RL1564'SIDE ROAD LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.2 MILE
 RL1564'TO A FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.15 MILE TO THE
 RL1564'STATION AS DESCRIBED.
 RL1564'RECOVERY BY R.L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RL1564
 RL1564                          STATION RECOVERY (2002)
 RL1564
 RL1564'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1572 ***********************************************************************
 NF1572  DESIGNATION -  BATTLE
 NF1572  PID         -  NF1572
 NF1572  STATE/COUNTY-  MI/EATON
 NF1572  COUNTRY     -  US
 NF1572  USGS QUAD   -  CHARLOTTE (2017)
 NF1572
 NF1572                         *CURRENT SURVEY CONTROL
 NF1572  ______________________________________________________________________
 NF1572* NAD 83(2011) POSITION- 42 31 06.47687(N) 084 50 13.07416(W)   ADJUSTED
 NF1572* NAD 83(2011) ELLIP HT-   252.133 (meters)        (06/27/12)   ADJUSTED
 NF1572* NAD 83(2011) EPOCH   -  2010.00
 NF1572* NAVD 88 ORTHO HEIGHT -   286.1   (meters)      939.    (feet) GPS OBS
 NF1572  ______________________________________________________________________
 NF1572  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1572  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 NF1572  NAD 83(2011) X  -    423,714.237 (meters)                     COMP
 NF1572  NAD 83(2011) Y  - -4,689,352.464 (meters)                     COMP
 NF1572  NAD 83(2011) Z  -  4,288,397.238 (meters)                     COMP
 NF1572  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 NF1572
 NF1572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1572  Standards:
 NF1572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1572  -------------------------------------------------------------------
 NF1572  NETWORK    3.35   2.47           0.91   1.62   1.26      0.07215960
 NF1572  -------------------------------------------------------------------
 NF1572  Click here for local accuracies and other accuracy information.
 NF1572
 NF1572.The horizontal coordinates were established by GPS observations
 NF1572.and adjusted by the National Geodetic Survey in June 2012.
 NF1572
 NF1572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1572.been affixed to the stable North American tectonic plate. See 
 NF1572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1572
 NF1572.The horizontal coordinates are valid at the epoch date displayed above
 NF1572.which is a decimal equivalence of Year/Month/Day.
 NF1572
 NF1572.The orthometric height was determined by GPS observations and a
 NF1572.high-resolution geoid model.
 NF1572
 NF1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1572.GEOID18 height accuracy estimate available here.
 NF1572
 NF1572.Click photographs - Photos may exist for this station.
 NF1572
 NF1572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1572
 NF1572.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1572
 NF1572.The ellipsoidal height was determined by GPS observations
 NF1572.and is referenced to NAD 83.
 NF1572
 NF1572. The following values were computed from the NAD 83(2011) position.
 NF1572
 NF1572;                    North         East     Units Scale Factor Converg.
 NF1572;SPC MI S     -   113,236.492 3,961,356.329   MT  0.99992723   -0 19 12.2
 NF1572;SPC MI S     -   371,510.80 12,996,575.88   iFT  0.99992723   -0 19 12.2
 NF1572;UTM  16      - 4,709,610.715   677,679.638   MT  0.99998843   +1 27 44.0
 NF1572
 NF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1572!SPC MI S     -   0.99996046  x   0.99992723  =   0.99988769
 NF1572!UTM  16      -   0.99996046  x   0.99998843  =   0.99994889
 NF1572
 NF1572:                Primary Azimuth Mark                     Grid Az
 NF1572:SPC MI S     -  BATTLE AZ MK                             174 06 00.2
 NF1572:UTM  16      -  BATTLE AZ MK                             172 19 04.0
 NF1572
 NF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7767909610(NAD 83)
 NF1572
 NF1572|---------------------------------------------------------------------|
 NF1572| PID    Reference Object                     Distance      Geod. Az  |
 NF1572|                                                           dddmmss.s |
 NF1572| CH0786 BATTLE RM 1                          24.502 METERS 01805     |
 NF1572| NF1567 BATTLE AZ MK                        APPROX. 0.6 KM 1734648.0 |
 NF1572| NF1418 OLIVET MUN TANK                     APPROX.11.1 KM 2183707.6 |
 NF1572| CH0787 BATTLE RM 2                          27.645 METERS 24245     |
 NF1572| NF1413 BELLEVUE GRAND TRUNK MICROWAVE      APPROX. 8.8 KM 2435711.7 |
 NF1572| NF1574 CHARLOTTE MUN TANK                  APPROX. 5.8 KM 3585854.7 |
 NF1572|---------------------------------------------------------------------|
 NF1572
 NF1572                          SUPERSEDED SURVEY CONTROL
 NF1572
 NF1572  NAD 83(2007)-  42 31 06.47710(N)    084 50 13.07507(W) AD(2002.00) 0
 NF1572  ELLIP H (02/10/07)  252.144  (m)                       GP(2002.00)    
 NF1572  ELLIP H (07/17/02)  252.168  (m)                       GP(       ) 4 1
 NF1572  NAD 83(1994)-  42 31 06.47711(N)    084 50 13.07441(W) AD(       ) 1
 NF1572  ELLIP H (02/03/97)  252.125  (m)                       GP(       ) 4 1
 NF1572  NAD 83(1986)-  42 31 06.47586(N)    084 50 13.09125(W) AD(       ) 1
 NF1572  NAD 27      -  42 31 06.34065(N)    084 50 13.13892(W) AD(       ) 1
 NF1572  NAVD 88 (10/25/93)  286.2    (m)  GEOID93  model used  GPS OBS        
 NF1572  NAVD 88 (09/30/91)  286.1    (m)  UNKNOWN  model used  GPS OBS        
 NF1572  NGVD 29 (07/19/86)  286.3    (m)          939.     (f) VERT ANG       
 NF1572
 NF1572.Superseded values are not recommended for survey control.
 NF1572
 NF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1572.See file dsdata.pdf to determine how the superseded data were derived.
 NF1572
 NF1572_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1572_STAMPING: BATTLE 1976
 NF1572_MARK LOGO: NGS
 NF1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1572+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 NF1572
 NF1572  HISTORY     - Date     Condition        Report By
 NF1572  HISTORY     - 1976     MONUMENTED       NGS
 NF1572  HISTORY     - 1976     GOOD             NGS
 NF1572  HISTORY     - 19890106 GOOD             NGS
 NF1572  HISTORY     - 19910617 GOOD             NGS
 NF1572  HISTORY     - 19911009 GOOD             MIDT
 NF1572  HISTORY     - 19921020 GOOD             MIDT
 NF1572  HISTORY     - 20000606 GOOD             WOOLPT
 NF1572  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1572
 NF1572                          STATION DESCRIPTION
 NF1572
 NF1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1572'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF OLIVET, 3
 NF1572'MILES SOUTH OF CHARLOTTE, ALONG THE NORTH SIDE OF INTERSTATE
 NF1572'HIGHWAY 69, AND INSIDE THE LOOP FORMED BY THE ENTRANCE RAMP TO THE
 NF1572'SOUTH BOUND LANE OF I-69, NEAR THE SE CORNER OF THE NE 1/4 OF
 NF1572'SECTION 36, T 2 N, R W, AND ON ROAD RIGHT-OF-WAY.
 NF1572'
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 AT THE EAST EDGE OF CHARLOTTE, GO SOUTHWEST ON
 NF1572'INTERSTATE HIGHWAY 69 FOR 2.5 MILES TO THE COCHRAN EXIT (EXIT NO.
 NF1572'57).  TAKE THIS EXIT AND GO 0.2 MILE TO COCHRAN ROAD.  CROSS
 NF1572'COCHRAN ROAD, THEN BEAR LEFT ON DIM TRACK ROAD AND GO 0.2 MILE TO
 NF1572'THE STATION.
 NF1572'
 NF1572'STATION MARKS ARE STANDARD DISKS STAMPED BATTLE 1976.  THE SURFACE
 NF1572'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1572'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET EAST OF THE
 NF1572'CENTER OF THE ENTRANCE TO THE SOUTH BOUND LANE.  THE UNDERGROUND
 NF1572'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1572'BELOW THE GROUND SURFACE.
 NF1572'
 NF1572'REFERENCE MARK 1, A STANDARD DISK STAMPED BATTLE NO 1 1976, IS SET
 NF1572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 NF1572'INCHES BELOW THE GROUND SURFACE.  IT IS 68 FEET EAST OF THE CENTER
 NF1572'OF THE ENTRANCE TO THE SOUTH BOUND LANE.
 NF1572'
 NF1572'REFERENCE MARK 2, A STANDARD DISK STAMPED BATTLE NO 2 1976, IS SET
 NF1572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 NF1572'INCHES BELOW THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE CENTER
 NF1572'OF THE ENTRANCE TO THE SOUTH BOUND LANE.
 NF1572'
 NF1572'AZIMUTH MARK, A STANDARD DISK STAMPED BATTLE 1976, IS SET IN THE
 NF1572'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1572'THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE CENTER OF COCHRAN
 NF1572'ROAD, 20 FEET NORTHWEST OF THE CENTER OF THE OFF RAMP FOR
 NF1572'INTERSTATE 69 AND 2 FEET SOUTH OF A STOP SIGN.
 NF1572'
 NF1572'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE
 NF1572'TO COCHRAN ROAD.  TURN RIGHT AND GO SOUTH ON COCHRAN ROAD FOR 0.4
 NF1572'MILE TO THE MARK ON THE RIGHT.
 NF1572'
 NF1572'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1572'
 NF1572'NEAREST TOWN CHARLOTTE.
 NF1572'
 NF1572'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NF1572
 NF1572                          STATION RECOVERY (1976)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1572'RECOVERED IN GOOD CONDITION.
 NF1572
 NF1572                          STATION RECOVERY (1989)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF1572'THE STATION IS LOCATED ABOUT 15.2 KM (9.45 MI) WEST OF EATON RAPIDS,
 NF1572'10.4 KM (6.45 MI) NORTHEAST OF OLIVET AND 6.1 KM (3.80 MI)
 NF1572'SOUTH-SOUTHWEST OF CHARLOTTE.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NF1572'TRANSPORTATION.
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 (EXIT 60) IN THE EAST EDGE OF CHARLOTTE, GO SOUTHWEST
 NF1572'ON HIGHWAY 69 FOR 3.87 KM (2.40 MI) TO EXIT 57 (COCHRAN ROAD).  TAKE
 NF1572'EXIT AND GO WEST FOR 0.53 KM (0.35 MI) TO COCHRAN ROAD.  CROSS COCHRAN
 NF1572'ROAD AND GO SOUTHWEST ON ENTRANCE ROAD TO HIGHWAY 69 FOR 0.1 KM
 NF1572'(0.05 MI) TO THE STATION ON THE LEFT, BETWEEN THE ENTRANCE ROAD AND
 NF1572'THE SOUTHWEST BOUND LANES OF HIGHWAY 69.
 NF1572'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF1572'MONUMENT RECESSED 10 CM BELOW GROUND.  LOCATED 114.0 M (374.0 FT) WEST
 NF1572'OF THE CENTERLINE OF COCHRAN ROAD, 36.3 M (119.1 FT) EAST OF THE
 NF1572'CENTER OF THE ENTRANCE ROAD AND 1.5 M (4.9 FT) SOUTHEAST OF A METAL
 NF1572'WITNESS POST.
 NF1572'DESCRIBED BY E.J. HANSMANN.
 NF1572
 NF1572                          STATION RECOVERY (1991)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1572'THE STATION IS LOCATED ABOUT 15.2 KM (9.4 MI) WEST OF EATON RAPIDS,
 NF1572'10.4 KM (6.5 MI) NORTHEAST OF OLIVET AND 6.1 KM (3.8 MI)
 NF1572'SOUTH-SOUTHWEST OF CHARLOTTE.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NF1572'TRANSPORTATION.
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 (EXIT 60), IN THE EAST EDGE OF CHARLOTTE, GO
 NF1572'SOUTHWEST ON HIGHWAY 69 FOR 3.87 KM (2.40 MI) TO EXIT 57 (COCHRAN
 NF1572'ROAD).  TAKE EXIT AND GO WEST FOR 0.53 KM (0.33 MI) TO COCHRAN ROAD.
 NF1572'CROSS COCHRAN ROAD AND GO SOUTHWEST ON ENTRANCE RAMP TO INTERSTATE
 NF1572'HIGHWAY 69 FOR 0.1 KM (0.1 MI) TO THE STATION ON THE LEFT BETWEEN THE
 NF1572'ENTRANCE RAMP AND THE SOUTHWEST BOUND LANES OF HIGHWAY 69.
 NF1572'STATION IS LOCATED 114.0 M (374.0 FT) WEST OF THE CENTERLINE OF
 NF1572'COCHRAN ROAD, 36.3 M (119.1 FT) EAST OF THE CENTER OF THE ENTRANCE
 NF1572'ROAD AND 1.5 M (4.9 FT) NORTHEAST OF A METAL WITNESS POST.
 NF1572
 NF1572                          STATION RECOVERY (1991)
 NF1572
 NF1572'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1572'STATION IS LOCATED IN QUAD 420844.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1572'SECTION 36, T-2-N, R-5-W, CARMEL TOWNSHIP, AND ON THE CHESTER
 NF1572'QUADRANGLE MAP.  IT IS ABOUT 9-1/2 MILES WEST FROM EATON RAPIDS,
 NF1572'6-1/2 MILES NORTHEAST FROM OLIVET AND 3-3/4 MILES SOUTH-SOUTHWEST
 NF1572'FROM CHARLOTTE ON THE INTERSTATE HIGHWAY I-69 RIGHT-OF-WAY.
 NF1572'
 NF1572'TO REACH FROM THE INTERSTATE HIGHWAY I-69 AND STATE HIGHWAY M-50 (EXIT
 NF1572'60) AT THE EAST SIDE OF CHARLOTTE, GO SOUTHWEST ON I-69 FOR 2.4 MI
 NF1572'(3.9 KM) TO EXIT 57, COCHRAN ROAD.  TAKE EXIT AND GO WEST ON RAMP FOR
 NF1572'0.33 MI (0.53 KM) TO COCHRAN ROAD, CROSS COCHRAN ROAD AND GO
 NF1572'SOUTHWEST ON THE ENTRANCE RAMP TO I-69 FOR 0.1 MI (0.2 KM) TO STATION
 NF1572'ON LEFT BETWEEN THE ENTRANCE RAMP AND THE SOUTHBOUND LANE OF I-69.
 NF1572'
 NF1572'STATION IS RECESSED 10 CM BELOW GROUND.  IT IS 374.0 FT (114.0 M) WEST
 NF1572'FROM THE CENTERLINE OF COCHRAN ROAD, 119.1 FT (36.3 M) EAST FROM THE
 NF1572'CENTERLINE OF THE ENTRANCE RAMP AND 4.9 FT (1.5 M) SOUTHEAST FROM A
 NF1572'METAL WITNESS POST WITH SIGN.
 NF1572
 NF1572                          STATION RECOVERY (1992)
 NF1572
 NF1572'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1572'STATION IS IN QUAD 420844 ON THE CHESTER QUADRANGLE MAP. STATION IS IN
 NF1572'SOUTHEAST 1/4 SECTION 36, T-2-N, R-5-W, CARMEL TOWNSHIP.  ABOUT 4 MI
 NF1572'(6.4 KM) SOUTHERLY OF CHARLOTTE, ABOUT 12.3 MI (19.8 KM) SOUTHEAST OF
 NF1572'NASHVILLE, ABOUT 10.5 MI (16.9 KM) NORTHEAST OF BELLEVUE, IN THE
 NF1572'NORTHWEST QUADRANT OF THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH
 NF1572'COCHRAN ROAD (EXIT 57), AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE
 NF1572'STATION FROM INTERSTATE HIGHWAY 69 WITH STATE HIGHWAY M-50 (EXIT 60)
 NF1572'ON THE EAST SIDE OF CITY OF CHARLOTTE, GO SOUTHWEST ALONG I-69 FOR 2.4
 NF1572'MILES (3.9 KM) TO EXIT 57, AT COCHRAN ROAD. EXIT OFF I-69 SOUTH BOUND
 NF1572'OFF RAMP AND GO WESTERLY FOR 0.33 MI (0.53 KM) TO COCHRAN ROAD.  CROSS
 NF1572'COCHRAN ROAD AND GO SOUTHWEST ON I-69 SOUTH BOUND ON RAMP FOR 0.1 MI
 NF1572'(0.2 KM) TO STATION ON LEFT, BETWEEN ON RAMP AND I-69 SOUTH BOUND
 NF1572'ROADWAY, AS DESCRIBED. STATION IS A STANDARD BRONZE DISK IN TOP OF 12
 NF1572'INCH DIAMETER CONCRETE MONUMENT, RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 NF1572'SURFACE.  IT IS 122 FT (37.2 M) SOUTH FROM EDGE OF CONCRETE ON RAMP TO
 NF1572'INTERSTATE HIGHWAY 69 SOUTH BOUND, 4.7 FT (1.4 M) NORTH FROM METAL
 NF1572'WITNESS POST WITH SIGN.
 NF1572
 NF1572                          STATION RECOVERY (2000)
 NF1572
 NF1572'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NF1572'RECOVERED IN GOOD CONDITION.
 NF1572
 NF1572                          STATION RECOVERY (2001)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1572'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1567 ***********************************************************************
 NF1567  DESIGNATION -  BATTLE AZ MK
 NF1567  PID         -  NF1567
 NF1567  STATE/COUNTY-  MI/EATON
 NF1567  COUNTRY     -  US
 NF1567  USGS QUAD   -  CHARLOTTE (2017)
 NF1567
 NF1567                         *CURRENT SURVEY CONTROL
 NF1567  ______________________________________________________________________
 NF1567* NAD 83(1994) POSITION- 42 30 46.39825(N) 084 50 10.11650(W)   ADJUSTED
 NF1567* NAVD 88 ORTHO HEIGHT -   287.3   (meters)      943.    (feet) VERTCON3
 NF1567  ______________________________________________________________________
 NF1567  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 NF1567  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 NF1567  HORZ ORDER      -  SECOND
 NF1567
 NF1567.The horizontal coordinates were established by classical geodetic methods
 NF1567.and adjusted by the National Geodetic Survey in February 1997.
 NF1567
 NF1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1567
 NF1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1567.GEOID18 height accuracy estimate available here.
 NF1567
 NF1567.Click photographs - Photos may exist for this station.
 NF1567
 NF1567.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1567
 NF1567. The following values were computed from the NAD 83(1994) position.
 NF1567
 NF1567;                    North         East     Units Scale Factor Converg.
 NF1567;SPC MI S     -   112,616.614 3,961,420.381   MT  0.99992785   -0 19 10.2
 NF1567;SPC MI S     -   369,477.08 12,996,786.03   iFT  0.99992785   -0 19 10.2
 NF1567;UTM  16      - 4,708,993.092   677,762.942   MT  0.99998880   +1 27 45.4
 NF1567
 NF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1567!SPC MI S     -   0.99996028  x   0.99992785  =   0.99988813
 NF1567!UTM  16      -   0.99996028  x   0.99998880  =   0.99994908
 NF1567
 NF1567:                Primary Azimuth Mark                     Grid Az
 NF1567:SPC MI S     -  BATTLE                                   354 06 00.2
 NF1567:UTM  16      -  BATTLE                                   352 19 04.6
 NF1567
 NF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7776208993(NAD 83)
 NF1567
 NF1567|---------------------------------------------------------------------|
 NF1567| PID    Reference Object                     Distance      Geod. Az  |
 NF1567|                                                           dddmmss.s |
 NF1567| NF1568 BATTLE AZ MK A PT                     6.418 METERS 30318     |
 NF1567| NF1572 BATTLE                              APPROX. 0.6 KM 3534650.0 |
 NF1567|---------------------------------------------------------------------|
 NF1567
 NF1567                          SUPERSEDED SURVEY CONTROL
 NF1567
 NF1567  NAD 83(1986)-  42 30 46.39701(N)    084 50 10.13332(W) AD(       ) 2
 NF1567  NAD 27      -  42 30 46.26161(N)    084 50 10.18123(W) AD(       ) 2
 NF1567  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 NF1567
 NF1567.Superseded values are not recommended for survey control.
 NF1567
 NF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1567.See file dsdata.pdf to determine how the superseded data were derived.
 NF1567
 NF1567_MARKER: DZ = AZIMUTH MARK DISK
 NF1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1567_STAMPING: BATTLE 1976
 NF1567_MARK LOGO: NGS
 NF1567_PROJECTION: RECESSED 3 CENTIMETERS
 NF1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1567+STABILITY: SURFACE MOTION
 NF1567
 NF1567  HISTORY     - Date     Condition        Report By
 NF1567  HISTORY     - 1976     MONUMENTED       NGS
 NF1567  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1567
 NF1567                          STATION DESCRIPTION
 NF1567
 NF1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1567'STATION MARK, A STANDARD DISK STAMPED BATTLE 1976, IS SET IN THE
 NF1567'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1567'THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE CENTER OF COCHRAN
 NF1567'ROAD, 20 FEET NORTHWEST OF THE CENTER OF THE OFF RAMP FOR
 NF1567'INTERSTATE 69 AND 2 FEET SOUTH OF A STOP SIGN.
 NF1567'
 NF1567'TO REACH THE STATION MARK FROM STATION BATTLE, GO EAST FOR 0.2 MILE
 NF1567'TO COCHRAN ROAD.  TURN RIGHT AND GO SOUTH ON COCHRAN ROAD FOR 0.4
 NF1567'MILE TO THE MARK ON THE RIGHT.
 NF1567'
 NF1567'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1567
 NF1567                          STATION RECOVERY (2001)
 NF1567
 NF1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1567'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH9009 ***********************************************************************
 DH9009  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9009  DESIGNATION -  BATTLE CREEK CORS ARP
 DH9009  CORS_ID     -  MIBC
 DH9009  PID         -  DH9009
 DH9009  STATE/COUNTY-  MI/CALHOUN
 DH9009  COUNTRY     -  US
 DH9009  USGS QUAD   -  BATTLE CREEK (2017)
 DH9009
 DH9009                         *CURRENT SURVEY CONTROL
 DH9009  ______________________________________________________________________
 DH9009* NAD 83(2011) POSITION- 42 19 18.61155(N) 085 12 09.35810(W)   ADJUSTED
 DH9009* NAD 83(2011) ELLIP HT-   224.373 (meters)        (04/??/25)   ADJUSTED
 DH9009* NAD 83(2011) EPOCH   -  2010.00
 DH9009  ______________________________________________________________________
 DH9009  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 DH9009  NAD 83(2011) X  -    395,011.143 (meters)                     COMP
 DH9009  NAD 83(2011) Y  - -4,706,623.100 (meters)                     COMP
 DH9009  NAD 83(2011) Z  -  4,272,253.857 (meters)                     COMP
 DH9009
 DH9009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH9009  Standards:
 DH9009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH9009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH9009  -------------------------------------------------------------------
 DH9009  NETWORK    0.17   0.21           0.06   0.08   0.11     -0.35464700
 DH9009  -------------------------------------------------------------------
 DH9009
 DH9009.The coordinates were established by GPS observations
 DH9009.and adjusted by the National Geodetic Survey in April 2025.
 DH9009
 DH9009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH9009.been affixed to the stable North American Tectonic Plate. 
 DH9009
 DH9009.The coordinates are valid at the epoch date displayed above
 DH9009.which is a decimal equivalence of Year/Month/Day.
 DH9009
 DH9009.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH9009.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH9009.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH9009.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH9009.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH9009.published epoch of 2010.00.
 DH9009
 DH9009.Additional information on MYCS is available at:
 DH9009.https://geodesy.noaa.gov/CORS/index.shtml
 DH9009
 DH9009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9009.GEOID18 height accuracy estimate available here.
 DH9009
 DH9009.The PID for the CORS L1 Phase Center is DR5952.
 DH9009
 DH9009.Click photographs - Photos may exist for this station.
 DH9009
 DH9009.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9009
 DH9009.The ellipsoidal height was determined by GPS observations
 DH9009.and is referenced to NAD 83.
 DH9009
 DH9009. The following values were computed from the NAD 83(2011) position.
 DH9009
 DH9009;                    North         East     Units Scale Factor Converg.
 DH9009;SPC MI S     -    91,630.072 3,931,096.653   MT  0.99995486   -0 34 08.0
 DH9009;SPC MI S     -   300,623.60 12,897,298.73   iFT  0.99995486   -0 34 08.0
 DH9009;UTM  16      - 4,687,074.766   648,106.318   MT  0.99986990   +1 12 37.4
 DH9009
 DH9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9009!SPC MI S     -   0.99996481  x   0.99995486  =   0.99991967
 DH9009!UTM  16      -   0.99996481  x   0.99986990  =   0.99983472
 DH9009
 DH9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4810687074(NAD 83)
 DH9009
 DH9009                          SUPERSEDED SURVEY CONTROL
 DH9009
 DH9009  NAD 83(2011)-  42 19 18.61164(N)    085 12 09.35808(W) AD(2010.00) c
 DH9009  ELLIP H (05/??/21)  224.363  (m)                       GP(2010.00) c c
 DH9009  NAD 83(2011)-  42 19 18.61184(N)    085 12 09.35806(W) AD(2010.00) c
 DH9009  ELLIP H (06/??/20)  224.363  (m)                       GP(2010.00) c c
 DH9009  NAD 83(2011)-  42 19 18.61188(N)    085 12 09.35817(W) AD(2010.00) c
 DH9009  ELLIP H (06/??/19)  224.376  (m)                       GP(2010.00) c c
 DH9009  NAD 83(2011)-  42 19 18.61175(N)    085 12 09.35786(W) AD(2010.00) c
 DH9009  NAD 83(2011)-  42 19 18.61187(N)    085 12 09.35811(W) AD(2010.00) c
 DH9009  ELLIP H (08/??/11)  224.363  (m)                       GP(2010.00) c c
 DH9009  NAD 83(CORS)-  42 19 18.61187(N)    085 12 09.35823(W) AD(2002.00) c
 DH9009  ELLIP H (03/??/06)  224.371  (m)                       GP(2002.00) c c
 DH9009
 DH9009.Superseded values are not recommended for survey control.
 DH9009
 DH9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9009.See file dsdata.pdf to determine how the superseded data were derived.
 DH9009
 DH9009_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9009
 DH9009                          STATION DESCRIPTION
 DH9009
 DH9009'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH9009'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH9009'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH9009'AND LOG FILES ACCESSIBLE AT:
 DH9009'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1612 ***********************************************************************
 NF1612  DESIGNATION -  BATTLE CREEK WOLVERINE TV MAST
 NF1612  PID         -  NF1612
 NF1612  STATE/COUNTY-  MI/CALHOUN
 NF1612  COUNTRY     -  US
 NF1612  USGS QUAD   -  BATTLE CREEK (2017)
 NF1612
 NF1612                         *CURRENT SURVEY CONTROL
 NF1612  ______________________________________________________________________
 NF1612* NAD 83(1994) POSITION- 42 21 09.42205(N) 085 12 24.36730(W)   ADJUSTED
 NF1612  ______________________________________________________________________
 NF1612  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 NF1612  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 NF1612  HORZ ORDER      -  THIRD
 NF1612
 NF1612.The horizontal coordinates were established by classical geodetic methods
 NF1612.and adjusted by the National Geodetic Survey in February 1997.
 NF1612
 NF1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1612.GEOID18 height accuracy estimate available here.
 NF1612
 NF1612.Click photographs - Photos may exist for this station.
 NF1612
 NF1612.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1612
 NF1612. The following values were computed from the NAD 83(1994) position.
 NF1612
 NF1612;                    North         East     Units Scale Factor Converg.
 NF1612;SPC MI S     -    95,052.274 3,930,787.123   MT  0.99994977   -0 34 18.2
 NF1612;SPC MI S     -   311,851.29 12,896,283.21   iFT  0.99994977   -0 34 18.2
 NF1612;UTM  16      - 4,690,485.421   647,690.693   MT  0.99986838   +1 12 29.9
 NF1612
 NF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4769090485(NAD 83)
 NF1612
 NF1612                          SUPERSEDED SURVEY CONTROL
 NF1612
 NF1612  NAD 83(1986)-  42 21 09.42147(N)    085 12 24.38371(W) AD(       ) 3
 NF1612  NAD 27      -  42 21 09.28549(N)    085 12 24.38901(W) AD(       ) 3
 NF1612
 NF1612.Superseded values are not recommended for survey control.
 NF1612
 NF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1612.See file dsdata.pdf to determine how the superseded data were derived.
 NF1612
 NF1612_MARKER: 42 = RADIO/TV MAST
 NF1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1612+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 NF1612
 NF1612  HISTORY     - Date     Condition        Report By
 NF1612  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1612  HISTORY     - 19970308 GOOD             USPSQD
 NF1612  HISTORY     - 20011128 GOOD             NGS
 NF1612  HISTORY     - 20050902 GOOD             USPSQD
 NF1612
 NF1612                          STATION DESCRIPTION
 NF1612
 NF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1612'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST
 NF1612'OF BATTLE CREEK, 1
 NF1612'MILE EAST OF STATE HIGHWAY 37 AND OWNED BY THE
 NF1612'WOLVERINE CABLE VISION COMPANY OF
 NF1612'BATTLE CREEK.
 NF1612'
 NF1612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 AND 37,
 NF1612'IN THE WEST
 NF1612'SECTION OF BATTLE CREEK, GO NORTH ON STATE HIGHWAY 37 FOR
 NF1612'0.75 MILE TO A SIDE ROAD
 NF1612'RIGHT, TURN RIGHT AND GO EAST ON MORGAN ROAD
 NF1612'FOR 1.05 MILE TO A CROSSROAD, TURN RIGHT
 NF1612'AND GO SOUTH ON WAUBASCON ROAD
 NF1612'FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON
 NF1612'A TRACK ROAD FOR 0.2
 NF1612'MILE TO THE MAST ON THE RIGHT.
 NF1612'
 NF1612'THE MAST IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES, PAINTED
 NF1612'ALTERNATELY RED
 NF1612'AND WHITE AND HAS AN OVERALL HEIGHT OF 150 FEET.
 NF1612'
 NF1612'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1612
 NF1612                          STATION RECOVERY (1997)
 NF1612
 NF1612'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1612'RECOVERED IN GOOD CONDITION.
 NF1612
 NF1612                          STATION RECOVERY (2001)
 NF1612
 NF1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1612'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1612
 NF1612                          STATION RECOVERY (2005)
 NF1612
 NF1612'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0163 ***********************************************************************
 RJ0163  DESIGNATION -  BAY
 RJ0163  PID         -  RJ0163
 RJ0163  STATE/COUNTY-  MI/MACKINAC
 RJ0163  COUNTRY     -  US
 RJ0163  USGS QUAD   -  HESSEL (2017)
 RJ0163
 RJ0163                         *CURRENT SURVEY CONTROL
 RJ0163  ______________________________________________________________________
 RJ0163* NAD 83(1986) POSITION- 46 00 23.     (N) 084 24 59.     (W)   SCALED
 RJ0163* NAVD 88 ORTHO HEIGHT -   178.173 (meters)      584.56  (feet) ADJUSTED
 RJ0163  ______________________________________________________________________
 RJ0163  GEOID HEIGHT    -        -35.936 (meters)                     GEOID18
 RJ0163  DYNAMIC HEIGHT  -        178.181 (meters)      584.58  (feet) COMP
 RJ0163  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 RJ0163
 RJ0163  VERT ORDER      -  FIRST     CLASS 0
 RJ0163
 RJ0163.The horizontal coordinates were scaled from a map and have
 RJ0163.an estimated accuracy of +/- 6 seconds.
 RJ0163
 RJ0163.The orthometric height was determined by differential leveling and
 RJ0163.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0163.in June 1991.
 RJ0163
 RJ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0163.GEOID18 height accuracy estimate available here.
 RJ0163
 RJ0163.Click photographs - Photos may exist for this station.
 RJ0163
 RJ0163.The dynamic height is computed by dividing the NAVD 88
 RJ0163.geopotential number by the normal gravity value computed on the
 RJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0163.degrees latitude (g = 980.6199 gals.).
 RJ0163
 RJ0163.The modeled gravity was interpolated from observed gravity values.
 RJ0163
 RJ0163;                    North         East    Units  Estimated Accuracy
 RJ0163;SPC MI N     -   139,200.    8,200,060.      MT  (+/- 180 meters Scaled)
 RJ0163
 RJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR000980(NAD 83)
 RJ0163
 RJ0163                          SUPERSEDED SURVEY CONTROL
 RJ0163
 RJ0163.No superseded survey control is available for this station.
 RJ0163
 RJ0163_MARKER: DD = SURVEY DISK
 RJ0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0163_SP_SET: CULVERT HEADWALL
 RJ0163_STAMPING: BAY 1972
 RJ0163_MARK LOGO: NOS
 RJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0163+STABILITY: SURFACE MOTION
 RJ0163
 RJ0163  HISTORY     - Date     Condition        Report By
 RJ0163  HISTORY     - 1972     MONUMENTED       NOS
 RJ0163  HISTORY     - 1972     GOOD             USLS
 RJ0163  HISTORY     - 1983     GOOD             NGS
 RJ0163  HISTORY     - 19940729 GOOD             USPSQD
 RJ0163  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0163  HISTORY     - 20010331 GOOD             NGS
 RJ0163  HISTORY     - 20060809 MARK NOT FOUND   MIDT
 RJ0163
 RJ0163                          STATION DESCRIPTION
 RJ0163
 RJ0163'DESCRIBED BY US LAKE SURVEY 1972
 RJ0163'2.6 MI W FROM CEDARVILLE.
 RJ0163'BAY IS IN MACKINAC COUNTY, MICHIGAN, 2.6 MILES WEST FROM THE
 RJ0163'INTERSECTION OF M-129 (MERIDIAN ROAD) AND HIGHWAY M-134 IN
 RJ0163'CEDARVILLE, 0.45 MILE EAST OF INTERSECTION OF 3 MILE ROAD (CO.
 RJ0163'RD. 130) AT HESSEL, 28 FEET SOUTH OF CENTERLINE OF HIGHWAY
 RJ0163'M-134, 3.4 FEET SOUTHEAST OF MARKING POST, 2.5 FEET BELOW ROAD,
 RJ0163'2.3 FEET EAST OF WEST EDGE OF CULVERT, BEING HIGHEST POINT OVER
 RJ0163'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE CULVERT.
 RJ0163
 RJ0163                          STATION RECOVERY (1983)
 RJ0163
 RJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0163'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.2 KM
 RJ0163'(2.6 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 RJ0163'HIGHWAY 129 IN CEDARVILLE, ALSO 0.7 KM (0.45 MI) EAST ALONG STATE
 RJ0163'HIGHWAY 134 FROM THE JUNCTION OF COUNTY ROAD 130 IN HESSEL, SET IN TOP
 RJ0163'OF THE SOUTH CONCRETE HEADWALL 5.2 METERS (17.0 FT) IN LENGTH,
 RJ0163'8.53 METERS (28.0 FT) SOUTH OF CENTERLINE OF HIGHWAY, 1.03 METERS
 RJ0163'(3.4 FT) SOUTHEAST OF A MARKING POST.
 RJ0163'THE MARK IS 7.61 M BELOW HIGHWAY.
 RJ0163
 RJ0163                          STATION RECOVERY (1994)
 RJ0163
 RJ0163'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0163'RECOVERED IN GOOD CONDITION.
 RJ0163
 RJ0163                          STATION RECOVERY (1995)
 RJ0163
 RJ0163'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0163'MARK NOT FOUND.
 RJ0163
 RJ0163                          STATION RECOVERY (2001)
 RJ0163
 RJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0163
 RJ0163                          STATION RECOVERY (2006)
 RJ0163
 RJ0163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 RJ0163'THERE IS A NEW BOX CULVERT AT THIS LOCATION - MARK APPARENTLY
 RJ0163'DESTROYED DUE TO CULVERT REPLACEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0206 ***********************************************************************
 OJ0206  DESIGNATION -  BAY
 OJ0206  PID         -  OJ0206
 OJ0206  STATE/COUNTY-  MI/HURON
 OJ0206  COUNTRY     -  US
 OJ0206  USGS QUAD   -  FORESTVILLE (2017)
 OJ0206
 OJ0206                         *CURRENT SURVEY CONTROL
 OJ0206  ______________________________________________________________________
 OJ0206* NAD 83(1986) POSITION- 43 43 39.     (N) 082 36 44.     (W)   SCALED
 OJ0206* NAVD 88 ORTHO HEIGHT -   179.853 (meters)      590.07  (feet) ADJUSTED
 OJ0206  ______________________________________________________________________
 OJ0206  GEOID HEIGHT    -        -35.118 (meters)                     GEOID18
 OJ0206  DYNAMIC HEIGHT  -        179.819 (meters)      589.96  (feet) COMP
 OJ0206  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 OJ0206
 OJ0206  VERT ORDER      -  FIRST     CLASS 0
 OJ0206
 OJ0206.The horizontal coordinates were scaled from a map and have
 OJ0206.an estimated accuracy of +/- 6 seconds.
 OJ0206
 OJ0206.The orthometric height was determined by differential leveling and
 OJ0206.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0206.in June 1991.
 OJ0206
 OJ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0206.GEOID18 height accuracy estimate available here.
 OJ0206
 OJ0206.Click photographs - Photos may exist for this station.
 OJ0206
 OJ0206.The dynamic height is computed by dividing the NAVD 88
 OJ0206.geopotential number by the normal gravity value computed on the
 OJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0206.degrees latitude (g = 980.6199 gals.).
 OJ0206
 OJ0206.The modeled gravity was interpolated from observed gravity values.
 OJ0206
 OJ0206;                    North         East    Units  Estimated Accuracy
 OJ0206;SPC MI S     -   248,910.    4,141,350.      MT  (+/- 180 meters Scaled)
 OJ0206
 OJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ701428(NAD 83)
 OJ0206
 OJ0206                          SUPERSEDED SURVEY CONTROL
 OJ0206
 OJ0206  NGVD 29 (11/26/84)  179.962  (m)          590.43   (f) ADJUSTED    1 0
 OJ0206
 OJ0206.Superseded values are not recommended for survey control.
 OJ0206
 OJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0206.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0206
 OJ0206_MARKER: I = METAL ROD
 OJ0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0206_SP_SET: CULVERT
 OJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0206+STABILITY: SURFACE MOTION
 OJ0206
 OJ0206  HISTORY     - Date     Condition        Report By
 OJ0206  HISTORY     - 1970     MONUMENTED       USLS
 OJ0206  HISTORY     - 1970     GOOD             USLS
 OJ0206  HISTORY     - 1980     GOOD             NGS
 OJ0206  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0206
 OJ0206                          STATION DESCRIPTION
 OJ0206
 OJ0206'DESCRIBED BY US LAKE SURVEY 1970
 OJ0206'4.6 MI N FROM FORESTVILLE.
 OJ0206'BAY IS IN HURON COUNTY, MICHIGAN, ABOUT 4.6 FEET NORTH OF THE
 OJ0206'INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25) IN
 OJ0206'FORESTVILLE, 32 FEET WEST OF CENTERLINE OF HIGHWAY U.S. 25,
 OJ0206'9.8 FEET SOUTHWEST OF A 8-INCH DIAMETER WHITE GUARD POST, 0.4
 OJ0206'FEET SOUTH OF NORTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF 9-FOOT
 OJ0206'CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0206'HEXAGONAL BRASS ROD SET INTO THE TOP OF THE CULVERT.  BM BAY 1970
 OJ0206
 OJ0206                          STATION RECOVERY (1980)
 OJ0206
 OJ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0206'7.3 KILOMETERS (4.55 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0206'JUNCTION OF CEDAR STREET IN FORESTVILLE, 0.24 KILOMETER (0.15 MILE)
 OJ0206'SOUTH OF THE BRIDGE OVER WHITE RIVER, SET NEAT THE NORTH END OF
 OJ0206'A CONCRETE CULVERT ON THE WEST SIDE OF THE HIGHWAY,9.8 METERS
 OJ0206'(32.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.15 METER
 OJ0206'(0.5 FOOT) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0206'THE MARK IS 1.5 M BELOW HIGHWAY.
 OJ0206
 OJ0206                          STATION RECOVERY (1999)
 OJ0206
 OJ0206'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1063 ***********************************************************************
 OJ1063  DESIGNATION -  BAY CITY
 OJ1063  PID         -  OJ1063
 OJ1063  STATE/COUNTY-  MI/BAY
 OJ1063  COUNTRY     -  US
 OJ1063  USGS QUAD   -  BAY CITY (2017)
 OJ1063
 OJ1063                         *CURRENT SURVEY CONTROL
 OJ1063  ______________________________________________________________________
 OJ1063* NAD 83(1994) POSITION- 43 34 20.85573(N) 083 54 41.83171(W)   ADJUSTED
 OJ1063* NAVD 88 ORTHO HEIGHT -   213.0   (meters)      699.    (feet) VERTCON3
 OJ1063  ______________________________________________________________________
 OJ1063  GEOID HEIGHT    -        -34.504 (meters)                     GEOID18
 OJ1063  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 OJ1063  HORZ ORDER      -  FIRST
 OJ1063
 OJ1063.The horizontal coordinates were established by classical geodetic methods
 OJ1063.and adjusted by the National Geodetic Survey in February 1997.
 OJ1063
 OJ1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1063
 OJ1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1063.GEOID18 height accuracy estimate available here.
 OJ1063
 OJ1063.Click photographs - Photos may exist for this station.
 OJ1063
 OJ1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1063
 OJ1063. The following values were computed from the NAD 83(1994) position.
 OJ1063
 OJ1063;                    North         East     Units Scale Factor Converg.
 OJ1063;SPC MI S     -   230,311.126 4,036,757.672   MT  0.99997887   +0 18 34.8
 OJ1063;SPC MI S     -   755,613.93 13,243,955.62   iFT  0.99997887   +0 18 34.8
 OJ1063;UTM  17      - 4,828,508.137   264,888.540   MT  1.00027999   -2 00 28.1
 OJ1063
 OJ1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1063!SPC MI S     -   0.99997202  x   0.99997887  =   0.99995089
 OJ1063!UTM  17      -   0.99997202  x   1.00027999  =   1.00025200
 OJ1063
 OJ1063:                Primary Azimuth Mark                     Grid Az
 OJ1063:SPC MI S     -  BAY CITY CITY HALL                       038 10 32.5
 OJ1063:UTM  17      -  BAY CITY CITY HALL                       040 29 35.4
 OJ1063
 OJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6488828508(NAD 83)
 OJ1063
 OJ1063|---------------------------------------------------------------------|
 OJ1063| PID    Reference Object                     Distance      Geod. Az  |
 OJ1063|                                                           dddmmss.s |
 OJ1063| OJ1075 BAY CITY WATER SUPPLY STACK         APPROX.10.1 KM 0064956.4 |
 OJ1063| CH0788 BAY CITY RM 1                         5.331 METERS 03149     |
 OJ1063| OJ1062 BAY CITY CITY HALL                  APPROX. 3.0 KM 0382907.3 |
 OJ1063| OJ1059 BAY CITY EASTERN HS DOME            APPROX. 3.5 KM 0594636.3 |
 OJ1063| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX. 2.6 KM 0700819.0 |
 OJ1063| OJ1065 BAY CITY ST STAN CH S STEEPLE       APPROX. 2.6 KM 0703043.0 |
 OJ1063| OJ1066 BAY CITY MURRAY BODY PLANT STK      APPROX. 2.7 KM 0815728.6 |
 OJ1063| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX. 9.6 KM 1812217.5 |
 OJ1063| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX. 9.7 KM 1814333.9 |
 OJ1063| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.13.6 KM 1831724.5 |
 OJ1063| OJ1043 SAGINAW CONSUMERS HEATING STK       APPROX.15.9 KM 1873757.3 |
 OJ1063| OJ1046 SAGINAW COURTHOUSE                  APPROX.17.7 KM 1941110.9 |
 OJ1063| OJ1069 FRANKENLUST ST PAULS LUTH CH        APPROX. 2.7 KM 2473002.7 |
 OJ1063| CH0789 BAY CITY RM 2                         5.428 METERS 28745     |
 OJ1063| OJ1067 BAY CITY COLUMBIA SUGAR CO STK      APPROX. 0.6 KM 2945134.5 |
 OJ1063|---------------------------------------------------------------------|
 OJ1063
 OJ1063                          SUPERSEDED SURVEY CONTROL
 OJ1063
 OJ1063  NAD 83(1986)-  43 34 20.84479(N)    083 54 41.85506(W) AD(       ) 1
 OJ1063  NAD 27      -  43 34 20.75448(N)    083 54 41.94693(W) AD(       ) 1
 OJ1063  NGVD 29 (07/19/86)  213.1    (m)          699.     (f) VERT ANG       
 OJ1063
 OJ1063.Superseded values are not recommended for survey control.
 OJ1063
 OJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1063.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1063
 OJ1063_MARKER: B = BOLT
 OJ1063_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OJ1063_SP_SET: BUILDING TOWER
 OJ1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1063+STABILITY: POSITION/ELEVATION WELL
 OJ1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1063+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 OJ1063
 OJ1063  HISTORY     - Date     Condition        Report By
 OJ1063  HISTORY     - 1932     MONUMENTED       CGS
 OJ1063  HISTORY     - 1980     GOOD             MIDH
 OJ1063  HISTORY     - 1981     GOOD             NGS
 OJ1063  HISTORY     - 19910716 MARK NOT FOUND   LOCENG
 OJ1063
 OJ1063                          STATION DESCRIPTION
 OJ1063
 OJ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1063'ON TOWER OF LARGE BRICK FACTORY BUILDING OF BAY CITY STONE CO., IN
 OJ1063'SOUTHWEST PART OF BAY CITY, 7.34 FEET NORTHEAST OF INSIDE OF
 OJ1063'SOUTHWEST PARAPET, AND 7.13 FEET NORTHWEST OF INSIDE OF SOUTHEAST
 OJ1063'PARAPET.  TO REACH, FOLLOW
 OJ1063'SALZBURG STREET WEST ACROSS RIVER BRIDGE IN SOUTH CENTRAL
 OJ1063'PART OF TOWN, CONTINUE 1/4 MILE WEST OF
 OJ1063'BRIDGE TO OLD CONCRETE PAVEMENT LEADING
 OJ1063'SOUTH ON MORTON STREET, AND FOLLOW MORTON STREET
 OJ1063'SOUTH-SOUTHWEST 0.55 MILE TO
 OJ1063'BUILDING WHICH HAS STATION SITE.  BUILDING HAS LARGE BRICK TOWER
 OJ1063'WHICH EXTENDS HIGH ABOVE
 OJ1063'CENTER OF MAIN PART OF BUILDING.  MARKED BY COPPER BOLT EMBEDED IN
 OJ1063'CONCRETE ROOF AND COVERED
 OJ1063'WITH TAR.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 OJ1063'IN DRILL HOLES IN STONE COPINGS OF PARAPETS
 OJ1063'AROUND STATION.  NO. 1 IS IN NORTHEAST
 OJ1063'COPING, AND 17.50 FEET FROM STATION IN AZIMUTH 212 DEG 04 MIN.
 OJ1063'NO. 2 IS IN NORTHWEST COPING, AND
 OJ1063'17.82 FEET FROM STATION IN AZIMUTH 108 DEG 04 MIN.  AZIMUTH FROM
 OJ1063'STATION TO BAY CITY, CITY HALL,
 OJ1063'IS 218 DEG 29 MIN 02 SEC, AND TO BAY CITY, WATER WORKS, STACK,
 OJ1063'186 DEG 49 MIN 53 SEC.
 OJ1063
 OJ1063                          STATION RECOVERY (1980)
 OJ1063
 OJ1063'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1063'FOUND STATION BOLT BROKEN OFF BUT STUB STILL EXISTS.  THE TAR HAS
 OJ1063'CHIPPED AWAY AND BOLT IS IN SLIGHT DEPRESSION IN CONCRETE.  THE
 OJ1063'STATION IS ON TOP OF A TOWER ON BUILDING OPERATED BY PRESTOLITE MOTOR
 OJ1063'DIVISION, HAROLD CHOSAY, MANAGER OF MANUFACTURING FACILITIES,
 OJ1063'LED US TO STATION ON TOP OF TOWER.
 OJ1063'
 OJ1063'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS DESCRIBED.
 OJ1063
 OJ1063                          STATION RECOVERY (1981)
 OJ1063
 OJ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1063'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1063'CONDITION. THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 OJ1063'CHECKED.. A COMPLETE DESCRIPTION FOLLOWS.
 OJ1063'THE STATION IS LOCATED IN BAY CITY ATOP THE PRESTOLITE BUILDING
 OJ1063'IN THE SW1/4,S32,T14N,R5E OF BANGOR TOWNSHIP.
 OJ1063'OWNERSHIP--
 OJ1063'
 OJ1063'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND U.S.
 OJ1063'U.S. HIGHWAY 25 EAST, AT EXIT 162, GO EAST ON U.S. HIGHWAY 25
 OJ1063'FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF U.S. HIGHWAY 13. TURN
 OJ1063'RIGHT AND GO SOUTH ON U.S. HIGHWAY 13 FOR 2.6 KM (1.6 MI) TO
 OJ1063'A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON BACKUS STREET FOR
 OJ1063'0.3 KM (0.2 MI) TO THE PRESTOLITE PLANT ON THE RIGHT AND THE
 OJ1063'STATION ATOP A BRICK BUILDING.
 OJ1063'
 OJ1063'THE STATION IS A NAIL IMBEDDED IN THE CONCRETE ROOF.
 OJ1063'
 OJ1063'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OJ1063'STAMPED---BAY CITY NO 1 1932---,
 OJ1063'CEMENTED IN A DRILLHOLE IN THE BUILDING LEDGE.
 OJ1063'MARK IS ABOVE STATION 1 METERS.
 OJ1063'
 OJ1063'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OJ1063'STAMPED---BAY CITY NO 2 1932---,
 OJ1063'CEMENTED IN A DRILLHOLE IN THE BUILDING LEDGE.
 OJ1063'MARK IS ABOVE STATION 1 METERS.
 OJ1063'
 OJ1063'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1063
 OJ1063                          STATION RECOVERY (1991)
 OJ1063
 OJ1063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1073 ***********************************************************************
 OJ1073  DESIGNATION -  BAY CITY BIGELOW FLOORING TANK
 OJ1073  PID         -  OJ1073
 OJ1073  STATE/COUNTY-  MI/BAY
 OJ1073  COUNTRY     -  US
 OJ1073  USGS QUAD   -  BAY CITY (2017)
 OJ1073
 OJ1073                         *CURRENT SURVEY CONTROL
 OJ1073  ______________________________________________________________________
 OJ1073* NAD 83(1994) POSITION- 43 36 51.04518(N) 083 52 42.38388(W)   ADJUSTED
 OJ1073  ______________________________________________________________________
 OJ1073  GEOID HEIGHT    -        -34.578 (meters)                     GEOID18
 OJ1073  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 OJ1073  HORZ ORDER      -  THIRD
 OJ1073
 OJ1073.The horizontal coordinates were established by classical geodetic methods
 OJ1073.and adjusted by the National Geodetic Survey in February 1997.
 OJ1073
 OJ1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1073.GEOID18 height accuracy estimate available here.
 OJ1073
 OJ1073.Click photographs - Photos may exist for this station.
 OJ1073
 OJ1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1073
 OJ1073. The following values were computed from the NAD 83(1994) position.
 OJ1073
 OJ1073;                    North         East     Units Scale Factor Converg.
 OJ1073;SPC MI S     -   234,961.178 4,039,410.968   MT  0.99998789   +0 19 56.1
 OJ1073;SPC MI S     -   770,870.01 13,252,660.66   iFT  0.99998789   +0 19 56.1
 OJ1073;UTM  17      - 4,833,048.374   267,728.566   MT  1.00026365   -1 59 11.1
 OJ1073
 OJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6772833048(NAD 83)
 OJ1073
 OJ1073                          SUPERSEDED SURVEY CONTROL
 OJ1073
 OJ1073  NAD 83(1986)-  43 36 51.03407(N)    083 52 42.40806(W) AD(       ) 3
 OJ1073  NAD 27      -  43 36 50.94034(N)    083 52 42.51585(W) AD(       ) 3
 OJ1073
 OJ1073.Superseded values are not recommended for survey control.
 OJ1073
 OJ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1073.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1073
 OJ1073_MARKER: 53 = ELEVATED TANK
 OJ1073
 OJ1073  HISTORY     - Date     Condition        Report By
 OJ1073  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1073
 OJ1073                          STATION DESCRIPTION
 OJ1073
 OJ1073'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1062 ***********************************************************************
 OJ1062  DESIGNATION -  BAY CITY CITY HALL
 OJ1062  PID         -  OJ1062
 OJ1062  STATE/COUNTY-  MI/BAY
 OJ1062  COUNTRY     -  US
 OJ1062  USGS QUAD   -  BAY CITY (2017)
 OJ1062
 OJ1062                         *CURRENT SURVEY CONTROL
 OJ1062  ______________________________________________________________________
 OJ1062* NAD 83(1994) POSITION- 43 35 35.75258(N) 083 53 19.89801(W)   ADJUSTED
 OJ1062  ______________________________________________________________________
 OJ1062  GEOID HEIGHT    -        -34.544 (meters)                     GEOID18
 OJ1062  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 OJ1062  HORZ ORDER      -  THIRD
 OJ1062
 OJ1062.The horizontal coordinates were established by classical geodetic methods
 OJ1062.and adjusted by the National Geodetic Survey in February 1997.
 OJ1062
 OJ1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1062.GEOID18 height accuracy estimate available here.
 OJ1062
 OJ1062.Click photographs - Photos may exist for this station.
 OJ1062
 OJ1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1062
 OJ1062. The following values were computed from the NAD 83(1994) position.
 OJ1062
 OJ1062;                    North         East     Units Scale Factor Converg.
 OJ1062;SPC MI S     -   232,632.715 4,038,582.986   MT  0.99998330   +0 19 30.6
 OJ1062;SPC MI S     -   763,230.69 13,249,944.18   iFT  0.99998330   +0 19 30.6
 OJ1062;UTM  17      - 4,830,754.667   266,806.812   MT  1.00026893   -1 59 34.3
 OJ1062
 OJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6680630754(NAD 83)
 OJ1062
 OJ1062                          SUPERSEDED SURVEY CONTROL
 OJ1062
 OJ1062  NAD 83(1986)-  43 35 35.74127(N)    083 53 19.92139(W) AD(       ) 3
 OJ1062  NAD 27      -  43 35 35.64769(N)    083 53 20.01968(W) AD(       ) 3
 OJ1062
 OJ1062.Superseded values are not recommended for survey control.
 OJ1062
 OJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1062.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1062
 OJ1062_MARKER: 82 = FINIAL
 OJ1062
 OJ1062  HISTORY     - Date     Condition        Report By
 OJ1062  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1062  HISTORY     - 1957     GOOD             CGS
 OJ1062  HISTORY     - 1981     GOOD             NGS
 OJ1062  HISTORY     - 19970419 GOOD             USPSQD
 OJ1062
 OJ1062                          STATION DESCRIPTION
 OJ1062
 OJ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1062'STATION RECOVERED WAS THE SMALL
 OJ1062'BALL ON THE FINIAL
 OJ1062'OF A SQUARE CLOCK TOWER ON THE BAY CITY, CITY
 OJ1062'HALL LOCATED NW OF THE INTERSECTION
 OJ1062'OF TENTH AND WASHINTON
 OJ1062'STREETS IN BAY CITY.  BUILDING AN CLOCK TOWER IS
 OJ1062'CONSTRUCTED OF
 OJ1062'GRANITE BLOCKS AND HAS A RED TILE ROOF.
 OJ1062
 OJ1062                          STATION RECOVERY (1981)
 OJ1062
 OJ1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1062'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OJ1062'
 OJ1062'THE STATION, BAY CITY CITY HALL, IS THE BALL FINIAL OF BAY CITY
 OJ1062'CITY HALL CLOCK TOWER.
 OJ1062'
 OJ1062'THE STATION IS LOCATED AT TENTH AND WASHINGTON STREETS IN
 OJ1062'BAY CITY.
 OJ1062'OWNERSHIP--CITY OF BAY CITY.
 OJ1062
 OJ1062                          STATION RECOVERY (1997)
 OJ1062
 OJ1062'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1068 ***********************************************************************
 OJ1068  DESIGNATION -  BAY CITY CLEMENTS AIRPORT BCN
 OJ1068  PID         -  OJ1068
 OJ1068  STATE/COUNTY-  MI/BAY
 OJ1068  COUNTRY     -  US
 OJ1068  USGS QUAD   -  BAY CITY (2017)
 OJ1068
 OJ1068                         *CURRENT SURVEY CONTROL
 OJ1068  ______________________________________________________________________
 OJ1068* NAD 83(1994) POSITION- 43 32 49.15847(N) 083 53 27.06789(W)   ADJUSTED
 OJ1068  ______________________________________________________________________
 OJ1068  GEOID HEIGHT    -        -34.483 (meters)                     GEOID18
 OJ1068  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 OJ1068  HORZ ORDER      -  THIRD
 OJ1068
 OJ1068.This mark is at James Clement Municipal Airport (3CM)
 OJ1068
 OJ1068.The horizontal coordinates were established by classical geodetic methods
 OJ1068.and adjusted by the National Geodetic Survey in February 1997.
 OJ1068
 OJ1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1068.GEOID18 height accuracy estimate available here.
 OJ1068
 OJ1068.Click photographs - Photos may exist for this station.
 OJ1068
 OJ1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1068
 OJ1068. The following values were computed from the NAD 83(1994) position.
 OJ1068
 OJ1068;                    North         East     Units Scale Factor Converg.
 OJ1068;SPC MI S     -   227,490.540 4,038,451.219   MT  0.99997362   +0 19 25.7
 OJ1068;SPC MI S     -   746,360.04 13,249,511.87   iFT  0.99997362   +0 19 25.7
 OJ1068;UTM  17      - 4,825,620.528   266,467.148   MT  1.00027089   -1 59 33.2
 OJ1068
 OJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6646725620(NAD 83)
 OJ1068
 OJ1068                          SUPERSEDED SURVEY CONTROL
 OJ1068
 OJ1068  NAD 83(1986)-  43 32 49.14759(N)    083 53 27.09230(W) AD(       ) 3
 OJ1068  NAD 27      -  43 32 49.05678(N)    083 53 27.19926(W) AD(       ) 3
 OJ1068
 OJ1068.Superseded values are not recommended for survey control.
 OJ1068
 OJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1068.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1068
 OJ1068_MARKER: 21 = AIRPORT BEACON
 OJ1068
 OJ1068  HISTORY     - Date     Condition        Report By
 OJ1068  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1068  HISTORY     - 19971002 GOOD             USPSQD
 OJ1068
 OJ1068                          STATION DESCRIPTION
 OJ1068
 OJ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1068'A 24-INCH ROTATING BEACON ON 51-FOOT TOWER, AT JAMES CLEMENTS
 OJ1068'AIRPORT, 1/2 MILE
 OJ1068'SOUTH OF CITY LIMITS OF BAY CITY.
 OJ1068
 OJ1068                          STATION RECOVERY (1997)
 OJ1068
 OJ1068'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1067 ***********************************************************************
 OJ1067  DESIGNATION -  BAY CITY COLUMBIA SUGAR CO STK
 OJ1067  PID         -  OJ1067
 OJ1067  STATE/COUNTY-  MI/BAY
 OJ1067  COUNTRY     -  US
 OJ1067  USGS QUAD   -  BAY CITY (2017)
 OJ1067
 OJ1067                         *CURRENT SURVEY CONTROL
 OJ1067  ______________________________________________________________________
 OJ1067* NAD 83(1994) POSITION- 43 34 29.44495(N) 083 55 07.33222(W)   ADJUSTED
 OJ1067  ______________________________________________________________________
 OJ1067  GEOID HEIGHT    -        -34.503 (meters)                     GEOID18
 OJ1067  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OJ1067  HORZ ORDER      -  THIRD
 OJ1067
 OJ1067.The horizontal coordinates were established by classical geodetic methods
 OJ1067.and adjusted by the National Geodetic Survey in February 1997.
 OJ1067
 OJ1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1067.GEOID18 height accuracy estimate available here.
 OJ1067
 OJ1067.Click photographs - Photos may exist for this station.
 OJ1067
 OJ1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1067
 OJ1067. The following values were computed from the NAD 83(1994) position.
 OJ1067
 OJ1067;                    North         East     Units Scale Factor Converg.
 OJ1067;SPC MI S     -   230,573.130 4,036,184.080   MT  0.99997937   +0 18 17.5
 OJ1067;SPC MI S     -   756,473.52 13,242,073.75   iFT  0.99997937   +0 18 17.5
 OJ1067;UTM  17      - 4,828,793.208   264,325.842   MT  1.00028324   -2 00 46.0
 OJ1067;UTM  16      - 4,829,267.508   748,803.565   MT  1.00036150   +2 07 30.1
 OJ1067
 OJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6432528793(NAD 83)
 OJ1067
 OJ1067                          SUPERSEDED SURVEY CONTROL
 OJ1067
 OJ1067  NAD 83(1986)-  43 34 29.43407(N)    083 55 07.35543(W) AD(       ) 3
 OJ1067  NAD 27      -  43 34 29.34442(N)    083 55 07.44879(W) AD(       ) 3
 OJ1067
 OJ1067.Superseded values are not recommended for survey control.
 OJ1067
 OJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1067.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1067
 OJ1067_MARKER: 63 = STACK
 OJ1067
 OJ1067  HISTORY     - Date     Condition        Report By
 OJ1067  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1067
 OJ1067                          STATION DESCRIPTION
 OJ1067
 OJ1067'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1056 ***********************************************************************
 OJ1056  DESIGNATION -  BAY CITY CONSUMER FLOUR N STK
 OJ1056  PID         -  OJ1056
 OJ1056  STATE/COUNTY-  MI/BAY
 OJ1056  COUNTRY     -  US
 OJ1056  USGS QUAD   -  BAY CITY NE (2017)
 OJ1056
 OJ1056                         *CURRENT SURVEY CONTROL
 OJ1056  ______________________________________________________________________
 OJ1056* NAD 83(1994) POSITION- 43 38 37.05630(N) 083 50 28.31024(W)   ADJUSTED
 OJ1056  ______________________________________________________________________
 OJ1056  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 OJ1056  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 OJ1056  HORZ ORDER      -  THIRD
 OJ1056
 OJ1056.The horizontal coordinates were established by classical geodetic methods
 OJ1056.and adjusted by the National Geodetic Survey in February 1997.
 OJ1056
 OJ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1056.GEOID18 height accuracy estimate available here.
 OJ1056
 OJ1056.Click photographs - Photos may exist for this station.
 OJ1056
 OJ1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1056
 OJ1056. The following values were computed from the NAD 83(1994) position.
 OJ1056
 OJ1056;                    North         East     Units Scale Factor Converg.
 OJ1056;SPC MI S     -   238,250.952 4,042,396.840   MT  0.99999458   +0 21 27.4
 OJ1056;SPC MI S     -   781,663.23 13,262,456.82   iFT  0.99999458   +0 21 27.4
 OJ1056;UTM  17      - 4,836,215.470   270,845.929   MT  1.00024595   -1 57 42.3
 OJ1056
 OJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7084536215(NAD 83)
 OJ1056
 OJ1056                          SUPERSEDED SURVEY CONTROL
 OJ1056
 OJ1056  NAD 83(1986)-  43 38 37.04462(N)    083 50 28.33054(W) AD(       ) 3
 OJ1056  NAD 27      -  43 38 36.95315(N)    083 50 28.41976(W) AD(       ) 3
 OJ1056
 OJ1056.Superseded values are not recommended for survey control.
 OJ1056
 OJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1056.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1056
 OJ1056_MARKER: 63 = STACK
 OJ1056
 OJ1056  HISTORY     - Date     Condition        Report By
 OJ1056  HISTORY     - 1981     FIRST OBSERVED   NGS
 OJ1056  HISTORY     - 19970419 GOOD             USPSQD
 OJ1056  HISTORY     - 20031027 GOOD             USPSQD
 OJ1056
 OJ1056                          STATION DESCRIPTION
 OJ1056
 OJ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1056'THE STATION, BAY CITY CONSUMER FLOUR NORTH STACK, IS THE TOP
 OJ1056'CENTER OF A 300-FEET CONCRETE STACK.
 OJ1056'
 OJ1056'THE STATION IS LOCATED ABOUT 9 KM (5-1/5 MI) NORTHEAST OF BAY CITY
 OJ1056'1.7 KM (1 MI) SOUTH OF SAGINAW BAY, 0.4 KM (1/4 MI) EAST OF THE
 OJ1056'SAGINAW RIVER AND ON WEADOCK ROAD. IN THE SW1/4,S1,T14N,R5E
 OJ1056'OF HAMPTAN TOWNSHIP.
 OJ1056'OWNERSHIP--CONSUMER FLOUR COMPANY.
 OJ1056'
 OJ1056'DESCRIBED BY G.E. NELSON.
 OJ1056
 OJ1056                          STATION RECOVERY (1997)
 OJ1056
 OJ1056'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1056'RECOVERED IN GOOD CONDITION.
 OJ1056
 OJ1056                          STATION RECOVERY (2003)
 OJ1056
 OJ1056'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1057 ***********************************************************************
 OJ1057  DESIGNATION -  BAY CITY CONSUMER FLOUR S STK
 OJ1057  PID         -  OJ1057
 OJ1057  STATE/COUNTY-  MI/BAY
 OJ1057  COUNTRY     -  US
 OJ1057  USGS QUAD   -  BAY CITY NE (2017)
 OJ1057
 OJ1057                         *CURRENT SURVEY CONTROL
 OJ1057  ______________________________________________________________________
 OJ1057* NAD 83(1994) POSITION- 43 38 21.29311(N) 083 50 40.20908(W)   ADJUSTED
 OJ1057  ______________________________________________________________________
 OJ1057  GEOID HEIGHT    -        -34.625 (meters)                     GEOID18
 OJ1057  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 OJ1057  HORZ ORDER      -  THIRD
 OJ1057
 OJ1057.The horizontal coordinates were established by classical geodetic methods
 OJ1057.and adjusted by the National Geodetic Survey in February 1997.
 OJ1057
 OJ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1057.GEOID18 height accuracy estimate available here.
 OJ1057
 OJ1057.Click photographs - Photos may exist for this station.
 OJ1057
 OJ1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1057
 OJ1057. The following values were computed from the NAD 83(1994) position.
 OJ1057
 OJ1057;                    North         East     Units Scale Factor Converg.
 OJ1057;SPC MI S     -   237,762.812 4,042,133.182   MT  0.99999357   +0 21 19.3
 OJ1057;SPC MI S     -   780,061.72 13,261,591.80   iFT  0.99999357   +0 21 19.3
 OJ1057;UTM  17      - 4,835,738.279   270,562.661   MT  1.00024755   -1 57 50.0
 OJ1057
 OJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7056235738(NAD 83)
 OJ1057
 OJ1057                          SUPERSEDED SURVEY CONTROL
 OJ1057
 OJ1057  NAD 83(1986)-  43 38 21.28068(N)    083 50 40.23166(W) AD(       ) 3
 OJ1057  NAD 27      -  43 38 21.18421(N)    083 50 40.33355(W) AD(       ) 3
 OJ1057
 OJ1057.Superseded values are not recommended for survey control.
 OJ1057
 OJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1057.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1057
 OJ1057_MARKER: 63 = STACK
 OJ1057
 OJ1057  HISTORY     - Date     Condition        Report By
 OJ1057  HISTORY     - 1981     FIRST OBSERVED   NGS
 OJ1057  HISTORY     - 19970419 GOOD             USPSQD
 OJ1057  HISTORY     - 20031027 GOOD             USPSQD
 OJ1057
 OJ1057                          STATION DESCRIPTION
 OJ1057
 OJ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1057'THE STATION, BAY CITY CONSUMER FLOUR SOUTH STACK, IS THE TOP
 OJ1057'CENTER OF A 300-FEET CONCRETE STACK.
 OJ1057'
 OJ1057'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) NORTHEAST OF BAY
 OJ1057'CITY, 1.7 KM (1 MI) SOUTH OF SAGINAW BAY, 0.4 KM (1/4 MI) EAST OF
 OJ1057'THE SAGINAW RIVER AND ON WEADOCK ROAD. IN THE SW1/4,S1,T14N,R5E
 OJ1057'OF HAMPTON TOWNSHIP.
 OJ1057'OWNERSHIP--CONSUMER FLOUR COMPANY.
 OJ1057'
 OJ1057'DESCRIBED BY G.E. NELSON.
 OJ1057
 OJ1057                          STATION RECOVERY (1997)
 OJ1057
 OJ1057'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1057'RECOVERED IN GOOD CONDITION.
 OJ1057
 OJ1057                          STATION RECOVERY (2003)
 OJ1057
 OJ1057'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ8889 ***********************************************************************
 DJ8889  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8889  DESIGNATION -  BAY CITY CORS ARP
 DJ8889  CORS_ID     -  MIBY
 DJ8889  PID         -  DJ8889
 DJ8889  STATE/COUNTY-  MI/BAY
 DJ8889  COUNTRY     -  US
 DJ8889  USGS QUAD   -  BAY CITY (2017)
 DJ8889
 DJ8889                         *CURRENT SURVEY CONTROL
 DJ8889  ______________________________________________________________________
 DJ8889* NAD 83(2011) POSITION- 43 37 23.34777(N) 083 56 49.35207(W)   ADJUSTED
 DJ8889* NAD 83(2011) ELLIP HT-   153.026 (meters)        (04/??/25)   ADJUSTED
 DJ8889* NAD 83(2011) EPOCH   -  2010.00
 DJ8889* NAVD 88 ORTHO HEIGHT -   187.580 (meters)      615.42  (feet) ADJUSTED
 DJ8889  ______________________________________________________________________
 DJ8889  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 DJ8889  NAD 83(2011) X  -    487,650.418 (meters)                     COMP
 DJ8889  NAD 83(2011) Y  - -4,598,791.262 (meters)                     COMP
 DJ8889  NAD 83(2011) Z  -  4,377,982.259 (meters)                     COMP
 DJ8889  VERT ORDER      -  FIRST     CLASS II
 DJ8889
 DJ8889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8889  Standards:
 DJ8889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8889  -------------------------------------------------------------------
 DJ8889  NETWORK    0.17   0.28           0.08   0.05   0.14     -0.20772500
 DJ8889  -------------------------------------------------------------------
 DJ8889
 DJ8889.The coordinates were established by GPS observations
 DJ8889.and adjusted by the National Geodetic Survey in April 2025.
 DJ8889
 DJ8889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8889.been affixed to the stable North American Tectonic Plate. 
 DJ8889
 DJ8889.The coordinates are valid at the epoch date displayed above
 DJ8889.which is a decimal equivalence of Year/Month/Day.
 DJ8889
 DJ8889.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ8889.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ8889.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ8889.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ8889.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ8889.published epoch of 2010.00.
 DJ8889
 DJ8889.Additional information on MYCS is available at:
 DJ8889.https://geodesy.noaa.gov/CORS/index.shtml
 DJ8889
 DJ8889.The orthometric height was determined by differential leveling and
 DJ8889.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8889.in October 2009.
 DJ8889
 DJ8889.No vertical observational check was made to the station.
 DJ8889
 DJ8889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8889.GEOID18 height accuracy estimate available here.
 DJ8889
 DJ8889.The PID for the CORS L1 Phase Center is DR5964.
 DJ8889
 DJ8889.Click photographs - Photos may exist for this station.
 DJ8889
 DJ8889.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8889
 DJ8889.The ellipsoidal height was determined by GPS observations
 DJ8889.and is referenced to NAD 83.
 DJ8889
 DJ8889. The following values were computed from the NAD 83(2011) position.
 DJ8889
 DJ8889;                    North         East     Units Scale Factor Converg.
 DJ8889;SPC MI S     -   235,928.234 4,033,868.290   MT  0.99998990   +0 17 08.0
 DJ8889;SPC MI S     -   774,042.76 13,234,476.02   iFT  0.99998990   +0 17 08.0
 DJ8889;UTM  17      - 4,834,239.278   262,227.963   MT  1.00029546   -2 02 02.9
 DJ8889;UTM  16      - 4,834,548.269   746,317.859   MT  1.00034635   +2 06 26.4
 DJ8889
 DJ8889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8889!SPC MI S     -   0.99997600  x   0.99998990  =   0.99996590
 DJ8889!UTM  17      -   0.99997600  x   1.00029546  =   1.00027146
 DJ8889!UTM  16      -   0.99997600  x   1.00034635  =   1.00032235
 DJ8889
 DJ8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6222734239(NAD 83)
 DJ8889
 DJ8889                          SUPERSEDED SURVEY CONTROL
 DJ8889
 DJ8889  NAD 83(2011)-  43 37 23.34784(N)    083 56 49.35199(W) AD(2010.00) c
 DJ8889  ELLIP H (07/??/20)  153.020  (m)                       GP(2010.00) c c
 DJ8889  NAD 83(2011)-  43 37 23.34786(N)    083 56 49.35208(W) AD(2010.00) c
 DJ8889  ELLIP H (06/??/19)  153.030  (m)                       GP(2010.00) c c
 DJ8889  NAD 83(2011)-  43 37 23.34781(N)    083 56 49.35183(W) AD(2010.00) c
 DJ8889  ELLIP H (08/??/11)  153.019  (m)                       GP(2010.00) c c
 DJ8889  NAD 83(CORS)-  43 37 23.34786(N)    083 56 49.35203(W) AD(2002.00) c
 DJ8889  ELLIP H (01/??/08)  153.030  (m)                       GP(2002.00) c c
 DJ8889  NAVD 88             187.58   (m)          615.4    (f) LEVELING    3  
 DJ8889
 DJ8889.Superseded values are not recommended for survey control.
 DJ8889
 DJ8889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8889.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8889
 DJ8889_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ8889
 DJ8889                          STATION DESCRIPTION
 DJ8889
 DJ8889'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ8889'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ8889'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ8889'AND LOG FILES ACCESSIBLE AT:
 DJ8889'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1059 ***********************************************************************
 OJ1059  DESIGNATION -  BAY CITY EASTERN HS DOME
 OJ1059  PID         -  OJ1059
 OJ1059  STATE/COUNTY-  MI/BAY
 OJ1059  COUNTRY     -  US
 OJ1059  USGS QUAD   -  ESSEXVILLE (2017)
 OJ1059
 OJ1059                         *CURRENT SURVEY CONTROL
 OJ1059  ______________________________________________________________________
 OJ1059* NAD 83(1994) POSITION- 43 35 18.47274(N) 083 52 25.71119(W)   ADJUSTED
 OJ1059  ______________________________________________________________________
 OJ1059  GEOID HEIGHT    -        -34.543 (meters)                     GEOID18
 OJ1059  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OJ1059  HORZ ORDER      -  THIRD
 OJ1059
 OJ1059.The horizontal coordinates were established by classical geodetic methods
 OJ1059.and adjusted by the National Geodetic Survey in February 1997.
 OJ1059
 OJ1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1059.GEOID18 height accuracy estimate available here.
 OJ1059
 OJ1059.Click photographs - Photos may exist for this station.
 OJ1059
 OJ1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1059
 OJ1059. The following values were computed from the NAD 83(1994) position.
 OJ1059
 OJ1059;                    North         East     Units Scale Factor Converg.
 OJ1059;SPC MI S     -   232,106.444 4,039,801.540   MT  0.99998227   +0 20 07.5
 OJ1059;SPC MI S     -   761,504.08 13,253,942.06   iFT  0.99998227   +0 20 07.5
 OJ1059;UTM  17      - 4,830,179.382   268,003.422   MT  1.00026208   -1 58 56.3
 OJ1059
 OJ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6800330179(NAD 83)
 OJ1059
 OJ1059                          SUPERSEDED SURVEY CONTROL
 OJ1059
 OJ1059  NAD 83(1986)-  43 35 18.46152(N)    083 52 25.73515(W) AD(       ) 3
 OJ1059  NAD 27      -  43 35 18.36701(N)    083 52 25.84342(W) AD(       ) 3
 OJ1059
 OJ1059.Superseded values are not recommended for survey control.
 OJ1059
 OJ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1059.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1059
 OJ1059_MARKER: 87 = DOME
 OJ1059
 OJ1059  HISTORY     - Date     Condition        Report By
 OJ1059  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1059  HISTORY     - 1957     GOOD             CGS
 OJ1059  HISTORY     - 19970419 GOOD             USPSQD
 OJ1059
 OJ1059                          STATION DESCRIPTION
 OJ1059
 OJ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1059'STATION RECOVERED WAS DOME ON THE BAY CITY JUNIOR COLLEGE AND EASTERN
 OJ1059'HIGH SCHOOL BUILDING,
 OJ1059'LOCATED S OF THE INTERSECTION OF NORTH HAMPTON
 OJ1059'STREET AND COLUMBUS AVENUE IN BAY
 OJ1059'CITY, AND WAS ERECTED IN 1905.
 OJ1059
 OJ1059                          STATION RECOVERY (1997)
 OJ1059
 OJ1059'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1072 ***********************************************************************
 OJ1072  DESIGNATION -  BAY CITY RED LT TIP TRANS TWR
 OJ1072  PID         -  OJ1072
 OJ1072  STATE/COUNTY-  MI/BAY
 OJ1072  COUNTRY     -  US
 OJ1072  USGS QUAD   -  BAY CITY (2017)
 OJ1072
 OJ1072                         *CURRENT SURVEY CONTROL
 OJ1072  ______________________________________________________________________
 OJ1072* NAD 83(1994) POSITION- 43 32 22.97926(N) 083 53 26.53918(W)   ADJUSTED
 OJ1072  ______________________________________________________________________
 OJ1072  GEOID HEIGHT    -        -34.474 (meters)                     GEOID18
 OJ1072  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 OJ1072  HORZ ORDER      -  THIRD
 OJ1072
 OJ1072.The horizontal coordinates were established by classical geodetic methods
 OJ1072.and adjusted by the National Geodetic Survey in February 1997.
 OJ1072
 OJ1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1072.GEOID18 height accuracy estimate available here.
 OJ1072
 OJ1072.Click photographs - Photos may exist for this station.
 OJ1072
 OJ1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1072
 OJ1072. The following values were computed from the NAD 83(1994) position.
 OJ1072
 OJ1072;                    North         East     Units Scale Factor Converg.
 OJ1072;SPC MI S     -   226,682.698 4,038,467.655   MT  0.99997216   +0 19 26.1
 OJ1072;SPC MI S     -   743,709.64 13,249,565.80   iFT  0.99997216   +0 19 26.1
 OJ1072;UTM  17      - 4,824,812.441   266,450.916   MT  1.00027098   -1 59 31.9
 OJ1072
 OJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6645024812(NAD 83)
 OJ1072
 OJ1072                          SUPERSEDED SURVEY CONTROL
 OJ1072
 OJ1072  NAD 83(1986)-  43 32 22.96852(N)    083 53 26.56364(W) AD(       ) 3
 OJ1072  NAD 27      -  43 32 22.87708(N)    083 53 26.66569(W) AD(       ) 3
 OJ1072
 OJ1072.Superseded values are not recommended for survey control.
 OJ1072
 OJ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1072.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1072
 OJ1072_MARKER: 55 = TOWER
 OJ1072
 OJ1072  HISTORY     - Date     Condition        Report By
 OJ1072  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1072
 OJ1072                          STATION DESCRIPTION
 OJ1072
 OJ1072'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1064 ***********************************************************************
 OJ1064  DESIGNATION -  BAY CITY ST STAN CH N STEEPLE
 OJ1064  PID         -  OJ1064
 OJ1064  STATE/COUNTY-  MI/BAY
 OJ1064  COUNTRY     -  US
 OJ1064  USGS QUAD   -  BAY CITY (2017)
 OJ1064
 OJ1064                         *CURRENT SURVEY CONTROL
 OJ1064  ______________________________________________________________________
 OJ1064* NAD 83(1994) POSITION- 43 34 49.63995(N) 083 52 52.16596(W)   ADJUSTED
 OJ1064  ______________________________________________________________________
 OJ1064  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 OJ1064  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 OJ1064  HORZ ORDER      -  THIRD
 OJ1064
 OJ1064.The horizontal coordinates were established by classical geodetic methods
 OJ1064.and adjusted by the National Geodetic Survey in February 1997.
 OJ1064
 OJ1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1064.GEOID18 height accuracy estimate available here.
 OJ1064
 OJ1064.Click photographs - Photos may exist for this station.
 OJ1064
 OJ1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1064
 OJ1064. The following values were computed from the NAD 83(1994) position.
 OJ1064
 OJ1064;                    North         East     Units Scale Factor Converg.
 OJ1064;SPC MI S     -   231,213.183 4,039,213.234   MT  0.99998055   +0 19 49.5
 OJ1064;SPC MI S     -   758,573.44 13,252,011.92   iFT  0.99998055   +0 19 49.5
 OJ1064;UTM  17      - 4,829,310.396   267,379.299   MT  1.00026565   -1 59 13.5
 OJ1064
 OJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6737929310(NAD 83)
 OJ1064
 OJ1064                          SUPERSEDED SURVEY CONTROL
 OJ1064
 OJ1064  NAD 83(1986)-  43 34 49.62887(N)    083 52 52.18985(W) AD(       ) 3
 OJ1064  NAD 27      -  43 34 49.53622(N)    083 52 52.29671(W) AD(       ) 3
 OJ1064
 OJ1064.Superseded values are not recommended for survey control.
 OJ1064
 OJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1064.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1064
 OJ1064_MARKER: 91 = CHURCH CROSS
 OJ1064
 OJ1064  HISTORY     - Date     Condition        Report By
 OJ1064  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1064  HISTORY     - 1957     GOOD             CGS
 OJ1064  HISTORY     - 19970419 GOOD             USPSQD
 OJ1064
 OJ1064                          STATION DESCRIPTION
 OJ1064
 OJ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1064'STATION RECOVERED WAS THE CROSS ON THE TOP OF THE NORTH STEEPLE OF
 OJ1064'THE ST. STANISLAUS
 OJ1064'CHURCH, NW OF THE INTERSECTION OF SOUTH FARRAGUT
 OJ1064'AND KOSCIUSZKO STREETS IN BAY
 OJ1064'CITY.  CHURCH IS OF WHITE BRICK, AND
 OJ1064'THE STEEPLE IS ABOUT 125 FT. HIGH.
 OJ1064
 OJ1064                          STATION RECOVERY (1997)
 OJ1064
 OJ1064'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1065 ***********************************************************************
 OJ1065  DESIGNATION -  BAY CITY ST STAN CH S STEEPLE
 OJ1065  PID         -  OJ1065
 OJ1065  STATE/COUNTY-  MI/BAY
 OJ1065  COUNTRY     -  US
 OJ1065  USGS QUAD   -  BAY CITY (2017)
 OJ1065
 OJ1065                         *CURRENT SURVEY CONTROL
 OJ1065  ______________________________________________________________________
 OJ1065* NAD 83(1994) POSITION- 43 34 49.05688(N) 083 52 52.15524(W)   ADJUSTED
 OJ1065  ______________________________________________________________________
 OJ1065  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 OJ1065  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 OJ1065  HORZ ORDER      -  THIRD
 OJ1065
 OJ1065.The horizontal coordinates were established by classical geodetic methods
 OJ1065.and adjusted by the National Geodetic Survey in February 1997.
 OJ1065
 OJ1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1065.GEOID18 height accuracy estimate available here.
 OJ1065
 OJ1065.Click photographs - Photos may exist for this station.
 OJ1065
 OJ1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1065
 OJ1065. The following values were computed from the NAD 83(1994) position.
 OJ1065
 OJ1065;                    North         East     Units Scale Factor Converg.
 OJ1065;SPC MI S     -   231,195.190 4,039,213.578   MT  0.99998052   +0 19 49.5
 OJ1065;SPC MI S     -   758,514.40 13,252,013.05   iFT  0.99998052   +0 19 49.5
 OJ1065;UTM  17      - 4,829,292.399   267,378.916   MT  1.00026565   -1 59 13.5
 OJ1065
 OJ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6737829292(NAD 83)
 OJ1065
 OJ1065                          SUPERSEDED SURVEY CONTROL
 OJ1065
 OJ1065  NAD 83(1986)-  43 34 49.04575(N)    083 52 52.17919(W) AD(       ) 3
 OJ1065  NAD 27      -  43 34 48.95204(N)    083 52 52.28893(W) AD(       ) 3
 OJ1065
 OJ1065.Superseded values are not recommended for survey control.
 OJ1065
 OJ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1065.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1065
 OJ1065_MARKER: 91 = CHURCH CROSS
 OJ1065
 OJ1065  HISTORY     - Date     Condition        Report By
 OJ1065  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1065  HISTORY     - 1957     GOOD             CGS
 OJ1065  HISTORY     - 19970419 GOOD             USPSQD
 OJ1065
 OJ1065                          STATION DESCRIPTION
 OJ1065
 OJ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1065'STATION RECOVERED WAS THE CROSS ON THE TOP OF THE SOUTH STEEPLE OF
 OJ1065'THE ST. STANISLAUS
 OJ1065'CHURCH, NW OF THE INTERSECTION OF SOUTH FARRAGUT
 OJ1065'AND KOSCIUSZKO STREETS IN BAY
 OJ1065'CITY.  CHURCH IS OF WHITE BRICK AND
 OJ1065'THE STEEPLE IS ABOUT 125 FT. HIGH.
 OJ1065
 OJ1065                          STATION RECOVERY (1997)
 OJ1065
 OJ1065'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1075 ***********************************************************************
 OJ1075  DESIGNATION -  BAY CITY WATER SUPPLY STACK
 OJ1075  PID         -  OJ1075
 OJ1075  STATE/COUNTY-  MI/BAY
 OJ1075  COUNTRY     -  US
 OJ1075  USGS QUAD   -  KAWKAWLIN (2017)
 OJ1075
 OJ1075                         *CURRENT SURVEY CONTROL
 OJ1075  ______________________________________________________________________
 OJ1075* NAD 83(1994) POSITION- 43 39 45.99651(N) 083 53 48.16961(W)   ADJUSTED
 OJ1075  ______________________________________________________________________
 OJ1075  GEOID HEIGHT    -        -34.636 (meters)                     GEOID18
 OJ1075  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 OJ1075  HORZ ORDER      -  THIRD
 OJ1075
 OJ1075.The horizontal coordinates were established by classical geodetic methods
 OJ1075.and adjusted by the National Geodetic Survey in February 1997.
 OJ1075
 OJ1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1075.GEOID18 height accuracy estimate available here.
 OJ1075
 OJ1075.Click photographs - Photos may exist for this station.
 OJ1075
 OJ1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1075
 OJ1075. The following values were computed from the NAD 83(1994) position.
 OJ1075
 OJ1075;                    North         East     Units Scale Factor Converg.
 OJ1075;SPC MI S     -   240,352.109 4,037,905.734   MT  0.99999907   +0 19 11.3
 OJ1075;SPC MI S     -   788,556.79 13,247,722.22   iFT  0.99999907   +0 19 11.3
 OJ1075;UTM  17      - 4,838,497.304   266,442.409   MT  1.00027101   -2 00 03.0
 OJ1075
 OJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6644238497(NAD 83)
 OJ1075
 OJ1075                          SUPERSEDED SURVEY CONTROL
 OJ1075
 OJ1075  NAD 83(1986)-  43 39 45.98782(N)    083 53 48.19223(W) AD(       ) 3
 OJ1075  NAD 27      -  43 39 45.91303(N)    083 53 48.28315(W) AD(       ) 3
 OJ1075
 OJ1075.Superseded values are not recommended for survey control.
 OJ1075
 OJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1075.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1075
 OJ1075_MARKER: 51 = TANK
 OJ1075
 OJ1075  HISTORY     - Date     Condition        Report By
 OJ1075  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1075
 OJ1075                          STATION DESCRIPTION
 OJ1075
 OJ1075'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1049 ***********************************************************************
 RJ1049  DESIGNATION -  BAYFIELD ROCK F RNG LT
 RJ1049  PID         -  RJ1049
 RJ1049  STATE/COUNTY-  MI/CHIPPEWA
 RJ1049  COUNTRY     -  US
 RJ1049  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1049
 RJ1049                         *CURRENT SURVEY CONTROL
 RJ1049  ______________________________________________________________________
 RJ1049* NAD 83(1994) POSITION- 46 29 19.90652(N) 084 16 58.89507(W)   ADJUSTED
 RJ1049* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) VERTCON3
 RJ1049  ______________________________________________________________________
 RJ1049  GEOID HEIGHT    -        -36.689 (meters)                     GEOID18
 RJ1049  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 RJ1049  HORZ ORDER      -  THIRD
 RJ1049
 RJ1049.The horizontal coordinates were established by classical geodetic methods
 RJ1049.and adjusted by the National Geodetic Survey in February 1997.
 RJ1049
 RJ1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1049
 RJ1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1049.GEOID18 height accuracy estimate available here.
 RJ1049
 RJ1049.Click photographs - Photos may exist for this station.
 RJ1049
 RJ1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1049
 RJ1049. The following values were computed from the NAD 83(1994) position.
 RJ1049
 RJ1049;                    North         East     Units Scale Factor Converg.
 RJ1049;SPC MI N     -   193,134.554 8,208,544.726   MT  0.99990913   +1 57 49.7
 RJ1049;SPC MI N     -   633,643.55 26,930,921.02   iFT  0.99990913   +1 57 49.7
 RJ1049;SPC MI C     -   352,543.269 6,006,423.543   MT  1.00027873   +0 03 32.7
 RJ1049;SPC MI C     - 1,156,638.02 19,706,113.99   iFT  1.00027873   +0 03 32.7
 RJ1049;UTM  16      - 5,151,952.721   708,517.108   MT  1.00013448   +1 58 16.2
 RJ1049
 RJ1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1049!SPC MI N     -   0.99997722  x   0.99990913  =   0.99988636
 RJ1049!SPC MI C     -   0.99997722  x   1.00027873  =   1.00025595
 RJ1049!UTM  16      -   0.99997722  x   1.00013448  =   1.00011170
 RJ1049
 RJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0851751952(NAD 83)
 RJ1049
 RJ1049                          SUPERSEDED SURVEY CONTROL
 RJ1049
 RJ1049  NAD 83(1986)-  46 29 19.89085(N)    084 16 58.91068(W) AD(       ) 3
 RJ1049  NAD 27      -  46 29 19.82149(N)    084 16 58.77914(W) AD(       ) 3
 RJ1049  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 RJ1049
 RJ1049.Superseded values are not recommended for survey control.
 RJ1049
 RJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1049.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1049
 RJ1049_MARKER: 15 = RANGE MARKER
 RJ1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1049+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 RJ1049
 RJ1049  HISTORY     - Date     Condition        Report By
 RJ1049  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1049  HISTORY     - 20070613 GOOD             INDIV
 RJ1049
 RJ1049                          STATION DESCRIPTION
 RJ1049
 RJ1049'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1049'THE STATION,BAYFIELD ROCK F RNG LT, IS THE FIXED WHITE LIGHT ON
 RJ1049'TOP OF THE WHITE SKELETAL TOWER.
 RJ1049'
 RJ1049'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SUGAR ISLAND.
 RJ1049'
 RJ1049'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK ON SUGAR
 RJ1049'ISLAND DRIVE EAST ON SUGAR ISLAND ROAD FOR 1.0 KILOMETER
 RJ1049'(0.6 MILE) TO A BAR AND GAS STATION ON THE LEFT.  TURN LEFT
 RJ1049'AND GO NORTH ON A GRAVEL ROAD AROUND AND BEHUND THE BAR.  THE
 RJ1049'GRAVEL ROAD GOES THROUGH A CAMPGROUND.  FOLLOW THE GRAVEL ROAD
 RJ1049'THROUGH THE CAMPGROUND TO A GRASSY TRACK ROAD NEAR A WOODEN
 RJ1049'WELL HOUSE.  HERE THE GRAVEL ROAD CURVES BACK TOWARD THE
 RJ1049'MAIN ROAD.  TURN LEFT ONTO THE GRASSY TRACK ROAD AND GO
 RJ1049'NORTH TO ITS TERMINATION AND THE STATION ON THE LEFT.
 RJ1049
 RJ1049                          STATION RECOVERY (2007)
 RJ1049
 RJ1049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (PAW)
 RJ1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1008 ***********************************************************************
 RJ1008  DESIGNATION -  BAYFIELD ROCK FRONT RANGE LT
 RJ1008  PID         -  RJ1008
 RJ1008  STATE/COUNTY-  MI/CHIPPEWA
 RJ1008  COUNTRY     -  US
 RJ1008  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1008
 RJ1008                         *CURRENT SURVEY CONTROL
 RJ1008  ______________________________________________________________________
 RJ1008* NAD 83(1994) POSITION- 46 29 19.95406(N) 084 16 59.08349(W)   ADJUSTED
 RJ1008* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1008  ______________________________________________________________________
 RJ1008  GEOID HEIGHT    -        -36.689 (meters)                     GEOID18
 RJ1008  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 RJ1008  HORZ ORDER      -  THIRD
 RJ1008
 RJ1008.The horizontal coordinates were established by classical geodetic methods
 RJ1008.and adjusted by the National Geodetic Survey in February 1997.
 RJ1008
 RJ1008.The orthometric height was scaled from a topographic map.
 RJ1008
 RJ1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1008.GEOID18 height accuracy estimate available here.
 RJ1008
 RJ1008.Click photographs - Photos may exist for this station.
 RJ1008
 RJ1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1008
 RJ1008. The following values were computed from the NAD 83(1994) position.
 RJ1008
 RJ1008;                    North         East     Units Scale Factor Converg.
 RJ1008;SPC MI N     -   193,135.884 8,208,540.660   MT  0.99990913   +1 57 49.5
 RJ1008;SPC MI N     -   633,647.91 26,930,907.68   iFT  0.99990913   +1 57 49.5
 RJ1008;SPC MI C     -   352,544.733 6,006,419.522   MT  1.00027874   +0 03 32.6
 RJ1008;SPC MI C     - 1,156,642.82 19,706,100.79   iFT  1.00027874   +0 03 32.6
 RJ1008;UTM  16      - 5,151,954.050   708,513.041   MT  1.00013446   +1 58 16.1
 RJ1008
 RJ1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1008!SPC MI N     -   0.99997816  x   0.99990913  =   0.99988730
 RJ1008!SPC MI C     -   0.99997816  x   1.00027874  =   1.00025690
 RJ1008!UTM  16      -   0.99997816  x   1.00013446  =   1.00011262
 RJ1008
 RJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0851351954(NAD 83)
 RJ1008
 RJ1008                          SUPERSEDED SURVEY CONTROL
 RJ1008
 RJ1008  NAD 83(1986)-  46 29 19.93920(N)    084 16 59.09983(W) AD(       ) 3
 RJ1008  NAD 27      -  46 29 19.86000(N)    084 16 58.96000(W) AD(       ) 3
 RJ1008
 RJ1008.Superseded values are not recommended for survey control.
 RJ1008
 RJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1008.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1008
 RJ1008_MARKER: 14 = NAVIGATION LIGHT
 RJ1008
 RJ1008  HISTORY     - Date     Condition        Report By
 RJ1008  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1008  HISTORY     - 1958     GOOD             IBC
 RJ1008
 RJ1008                          STATION DESCRIPTION
 RJ1008
 RJ1008'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1008'ON NW POINT OF SUGAR ISLAND NEAR PICNIC ISLAND AND BELOW THE JUNCTION
 RJ1008'OF BOUNDARY CHANNEL AND THE SHIPS CHANNEL OF ST MARYS RIVER.  THE
 RJ1008'MARK IS THE CENTER OF THE TOP OF THE WHITE OCTAGONAL PYRAMIDAL TOWER.
 RJ1008
 RJ1008                          STATION RECOVERY (1958)
 RJ1008
 RJ1008'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1028 ***********************************************************************
 RJ1028  DESIGNATION -  BAYFIELD ROCK R RNG LT
 RJ1028  PID         -  RJ1028
 RJ1028  STATE/COUNTY-  MI/CHIPPEWA
 RJ1028  COUNTRY     -  US
 RJ1028  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1028
 RJ1028                         *CURRENT SURVEY CONTROL
 RJ1028  ______________________________________________________________________
 RJ1028* NAD 83(1994) POSITION- 46 29 17.01973(N) 084 16 46.88217(W)   ADJUSTED
 RJ1028  ______________________________________________________________________
 RJ1028  GEOID HEIGHT    -        -36.691 (meters)                     GEOID18
 RJ1028  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 RJ1028  HORZ ORDER      -  THIRD
 RJ1028
 RJ1028.The horizontal coordinates were established by classical geodetic methods
 RJ1028.and adjusted by the National Geodetic Survey in February 1997.
 RJ1028
 RJ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1028.GEOID18 height accuracy estimate available here.
 RJ1028
 RJ1028.Click photographs - Photos may exist for this station.
 RJ1028
 RJ1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1028
 RJ1028. The following values were computed from the NAD 83(1994) position.
 RJ1028
 RJ1028;                    North         East     Units Scale Factor Converg.
 RJ1028;SPC MI N     -   193,054.261 8,208,803.813   MT  0.99990908   +1 57 58.4
 RJ1028;SPC MI N     -   633,380.12 26,931,771.04   iFT  0.99990908   +1 57 58.4
 RJ1028;UTM  16      - 5,151,872.443   708,776.264   MT  1.00013581   +1 58 24.8
 RJ1028
 RJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0877651872(NAD 83)
 RJ1028
 RJ1028                          SUPERSEDED SURVEY CONTROL
 RJ1028
 RJ1028  NAD 83(1986)-  46 29 17.00452(N)    084 16 46.90367(W) AD(       ) 3
 RJ1028  NAD 27      -  46 29 16.93022(N)    084 16 46.75539(W) AD(       ) 3
 RJ1028
 RJ1028.Superseded values are not recommended for survey control.
 RJ1028
 RJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1028.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1028
 RJ1028_MARKER: 15 = RANGE MARKER
 RJ1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1028
 RJ1028  HISTORY     - Date     Condition        Report By
 RJ1028  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1028  HISTORY     - 1986     GOOD             NOS
 RJ1028
 RJ1028                          STATION DESCRIPTION
 RJ1028
 RJ1028'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1028'THE STATION,BAYFIELD ROCK R RNG LT, IS THE CENTER OF THE FIXED
 RJ1028'WHITE LIGHT ATOP A WHITE SKELETAL TOWER.  THE TOWER IS 11.6 METERS
 RJ1028'(38.0 FEET ABOVE THE EXISTING GROUND.
 RJ1028'
 RJ1028'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SUGAR ISLAND.
 RJ1028'
 RJ1028'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK ON SUGAR
 RJ1028'ISLAND DRIVE EAST ON SUGAR ISLAND ROAD FOR 1.0 KILOMETER(0.6 MILE)
 RJ1028'TO A BAR AND GAS STATION ON THE LEFT.  TURN LEFT AND GO AROUND
 RJ1028'THE BAR ON A GRAVEL ROAD WHICH LEADS THROUGH A CAMPGROUND TO A
 RJ1028'GRASSY TRACK ROAD.  THE GRAVEL ROAD AT THIS POINT CURVES BACK
 RJ1028'TOWARD THE MAIN ROAD.  THERE IS ALSO A WOODEN WELL HOUSE NEAR
 RJ1028'THE GRASSY TRACK ROAD.  TURN LEFT ONTO THE GRASSY TRACK ROAD
 RJ1028'AND GO NORTH TO ITS TERMINATION AND THE STATION ON THE RIGHT.
 RJ1028
 RJ1028                          STATION RECOVERY (1986)
 RJ1028
 RJ1028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1028'THE STATION WAS RECOVERED AT THIS DATE.
 RJ1028'THE STATIONS AZIMUTH WAS CHECKED FROM STATION FERRY DOCK.
 RJ1028'
 RJ1028'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1487 ***********************************************************************
 NE1487  DESIGNATION -  BAYLIS
 NE1487  PID         -  NE1487
 NE1487  STATE/COUNTY-  MI/WASHTENAW
 NE1487  COUNTRY     -  US
 NE1487  USGS QUAD   -  YPSILANTI WEST (2017)
 NE1487
 NE1487                         *CURRENT SURVEY CONTROL
 NE1487  ______________________________________________________________________
 NE1487* NAD 83(2011) POSITION- 42 10 19.54250(N) 083 39 44.78509(W)   ADJUSTED
 NE1487* NAD 83(2011) ELLIP HT-   219.076 (meters)        (06/27/12)   ADJUSTED
 NE1487* NAD 83(2011) EPOCH   -  2010.00
 NE1487* NAVD 88 ORTHO HEIGHT -   253.5   (meters)      832.    (feet) GPS OBS
 NE1487  ______________________________________________________________________
 NE1487  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1487  GEOID HEIGHT    -         -34.29 (meters)                     GEOID93
 NE1487  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 NE1487  NAD 83(2011) X  -    522,605.259 (meters)                     COMP
 NE1487  NAD 83(2011) Y  - -4,705,416.754 (meters)                     COMP
 NE1487  NAD 83(2011) Z  -  4,259,937.239 (meters)                     COMP
 NE1487  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 NE1487
 NE1487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1487  Standards:
 NE1487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1487  -------------------------------------------------------------------
 NE1487  NETWORK   13.10  17.29           5.93   4.59   8.82      0.11962186
 NE1487  -------------------------------------------------------------------
 NE1487  Click here for local accuracies and other accuracy information.
 NE1487
 NE1487.The horizontal coordinates were established by GPS observations
 NE1487.and adjusted by the National Geodetic Survey in June 2012.
 NE1487
 NE1487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1487.been affixed to the stable North American tectonic plate. See 
 NE1487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1487
 NE1487.The horizontal coordinates are valid at the epoch date displayed above
 NE1487.which is a decimal equivalence of Year/Month/Day.
 NE1487
 NE1487.The orthometric height was determined by GPS observations and a
 NE1487.high-resolution geoid model.
 NE1487
 NE1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1487.GEOID18 height accuracy estimate available here.
 NE1487
 NE1487.Click photographs - Photos may exist for this station.
 NE1487
 NE1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1487
 NE1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1487
 NE1487.The ellipsoidal height was determined by GPS observations
 NE1487.and is referenced to NAD 83.
 NE1487
 NE1487. The following values were computed from the NAD 83(2011) position.
 NE1487
 NE1487;                    North         East     Units Scale Factor Converg.
 NE1487;SPC MI S     -    74,898.889 4,058,186.590   MT  0.99998371   +0 28 45.3
 NE1487;SPC MI S     -   245,731.26 13,314,260.47   iFT  0.99998371   +0 28 45.3
 NE1487;UTM  17      - 4,672,315.603   280,090.208   MT  1.00019508   -1 47 17.4
 NE1487
 NE1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1487!SPC MI S     -   0.99996564  x   0.99998371  =   0.99994935
 NE1487!UTM  17      -   0.99996564  x   1.00019508  =   1.00016071
 NE1487
 NE1487:                Primary Azimuth Mark                     Grid Az
 NE1487:SPC MI S     -  BAYLIS AZ MK                             251 17 58.1
 NE1487:UTM  17      -  BAYLIS AZ MK                             253 34 00.8
 NE1487
 NE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8009072315(NAD 83)
 NE1487
 NE1487|---------------------------------------------------------------------|
 NE1487| PID    Reference Object                     Distance      Geod. Az  |
 NE1487|                                                           dddmmss.s |
 NE1487| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX. 8.7 KM 0205407.9 |
 NE1487| NE1472 WILLOW RUN BOMBER PLANT E TANK      APPROX.11.7 KM 0503427.2 |
 NE1487| CH0791 BAYLIS RM 1                          40.209 METERS 08751     |
 NE1487| NE1481 MILAN FEDERAL PRISON TANK           APPROX. 8.6 KM 1842759.6 |
 NE1487| NE1482 MILAN MUNICIPAL TANK                APPROX.10.0 KM 1884943.5 |
 NE1487| NE1483 YPSILANTI STATE HOSPITAL TANK       APPROX. 2.6 KM 2495620.0 |
 NE1487| CH0790 BAYLIS AZ MK                                       2514643.4 |
 NE1487| CH0792 BAYLIS RM 2                          29.355 METERS 26921     |
 NE1487|---------------------------------------------------------------------|
 NE1487
 NE1487                          SUPERSEDED SURVEY CONTROL
 NE1487
 NE1487  NAD 83(2007)-  42 10 19.54278(N)    083 39 44.78582(W) AD(2002.00) 0
 NE1487  ELLIP H (02/10/07)  219.084  (m)                       GP(2002.00)    
 NE1487  ELLIP H (07/12/02)  219.160  (m)                       GP(       ) 4 1
 NE1487  NAD 83(1994)-  42 10 19.54223(N)    083 39 44.78518(W) AD(       ) 1
 NE1487  ELLIP H (02/03/97)  219.208  (m)                       GP(       ) 4 1
 NE1487  NAD 83(1986)-  42 10 19.54854(N)    083 39 44.80875(W) AD(       ) 1
 NE1487  NAD 83(1986)-  42 10 19.54839(N)    083 39 44.80851(W) AD(       ) 1
 NE1487  NAD 27      -  42 10 19.40200(N)    083 39 45.02700(W) AD(       ) 1
 NE1487  NAVD 88 (09/30/91)  253.7    (m)  UNKNOWN  model used  GPS OBS        
 NE1487  NGVD 29 (03/27/91)  253.6    (m)  OSU 89B  model used  GPS OBS        
 NE1487
 NE1487.Superseded values are not recommended for survey control.
 NE1487
 NE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1487.See file dsdata.pdf to determine how the superseded data were derived.
 NE1487
 NE1487_MARKER: DS = TRIANGULATION STATION DISK
 NE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1487_STAMPING: BAYLIS 1943
 NE1487_MARK LOGO: CGS
 NE1487_PROJECTION: PROJECTING 7 CENTIMETERS
 NE1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1487+STABILITY: SURFACE MOTION
 NE1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1487+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2021
 NE1487
 NE1487  HISTORY     - Date     Condition        Report By
 NE1487  HISTORY     - 1943     MONUMENTED       CGS
 NE1487  HISTORY     - 1960     GOOD             CGS
 NE1487  HISTORY     - 1977     GOOD             NGS
 NE1487  HISTORY     - 1980     GOOD             MIDH
 NE1487  HISTORY     - 19900124 GOOD             NGS
 NE1487  HISTORY     - 19931101 GOOD             AYLENO
 NE1487  HISTORY     - 20210426 GOOD             MI-161
 NE1487
 NE1487                          STATION DESCRIPTION
 NE1487
 NE1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1487'STATION IS LOCATED ABOUT 2.5 MILES S OF THE JUNCTION OF U.S. HIGHWAYS
 NE1487'112 AND 23 AND ABOUT 1.0 MILE E OF U.S. HIGHWAY 23 ON THE N SIDE OF
 NE1487'BEMIS ROAD (GRAVEL).  IT IS IN THE SE 1/4 SEC. 36, T. 3 S., R. 6 E. ON
 NE1487'THE YPSILANTI-AUGUSTA TOWNSHIP LINE.  THE MARK IS SET 35 FEET N OF THE
 NE1487'CENTER LINE OF BEMIS ROAD, 3.4 FEET WSW OF A REFERENCE POST AND 2.5
 NE1487'FEET S OF THE E-W FENCELINE.  THE DISK IS STAMPED BAYLIS 1945.
 NE1487'
 NE1487'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 NE1487'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1487'
 NE1487'REFERENCE MARK 1 IS 131.92 FEET E OF THE STATION.  IT IS 35 FEET N OF
 NE1487'THE CENTER LINE OF BEMIS ROAD AND 1.0 FOOT S OF THE E-W FENCELINE.
 NE1487'THE DISK IS STAMPED BAYLIS NO 1 1943.
 NE1487'
 NE1487'REFERENCE MARK 2 IS 96.31 FEET W OF THE STATION.  IT IS 34 FEET N OF
 NE1487'THE CENTER LINE OF BEMIS ROAD AND 1.5 FEET S OF THE E-W FENCELINE.
 NE1487'THE DISK IS STAMPED BAYLIS NO 2 1943.
 NE1487'
 NE1487'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WSW OF THE STATION.  IT IS
 NE1487'27.5 FEET E OF THE CENTER LINE OF CRANE ROAD, 2.3 FEET N OF A
 NE1487'REFERENCE POST AND 1.0 FOOT W OF THE N-S FENCELINE.  THE DISK IS
 NE1487'STAMPED BAYLIS 1943.
 NE1487'
 NE1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 112 AND 23, GO
 NE1487'S ON ROUTE 23 FOR 2.5 MILES TO THE JUNCTION OF BEMIS ROAD, TURN LEFT
 NE1487'ON BEMIS ROAD (GRAVELED) AND GO E FOR 0.9 MILE TO THE STATION ON THE
 NE1487'LEFT OR N SIDE OF THE ROAD.
 NE1487'
 NE1487'TO REACH THE AZIMUTH MARK FROM THE STATION GO W ON BEMIS ROAD FOR 0.3
 NE1487'MILE, TURN S (LEFT) ON CRANE ROAD AND GO 0.1 MILE TO THE MARK ON THE
 NE1487'LEFT.
 NE1487'
 NE1487'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1487
 NE1487                          STATION RECOVERY (1960)
 NE1487
 NE1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 NE1487'THE STATION REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NE1487'RECOVERED IN GOOD CONDITION
 NE1487'AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE.
 NE1487
 NE1487                          STATION RECOVERY (1977)
 NE1487
 NE1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1487'THE STATION, RMS, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NE1487'CONDITION AS DESCRIBED.
 NE1487'
 NE1487'NEW REFERENCES WERE TAKEN TO EXPEDITE FUTURE RECOVERY OF THE STATION.
 NE1487'THE WITNESS POST HAS BEEN REMOVED FROM THE STATION SITE.
 NE1487'
 NE1487'THE STATION IS 157.0 FEET EAST OF A 24 INCH ASH TREE.  58.6 FEET WEST
 NE1487'OF A 15 INCH HICKORY NUT TREE.  THE FENCE MENTIONED IN THE 1943
 NE1487'DESCRIPTION NO LONGER EXISTS.  A WITNESS POST WAS FOUND STANDING NEAR
 NE1487'THE AZIMUTH MARK.
 NE1487'
 NE1487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF STONY
 NE1487'CREEK.
 NE1487
 NE1487                          STATION RECOVERY (1980)
 NE1487
 NE1487'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1487'THE STATION, REFERENCE MARKS AND AZIMUTH WERE RECOVERED IN GOOD
 NE1487'CONDITION AS DESCRIBED.  WITNESS POSTS WITH SIGNS WERE SET BY STATION
 NE1487'AND BOTH REFERENCE MARKS.
 NE1487
 NE1487                          STATION RECOVERY (1990)
 NE1487
 NE1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NE1487'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHEAST OF ANN ARBOR,
 NE1487'10.0 KM (6.20 MI) EAST OF SALINE AND 9.2 KM (5.70 MI) SOUTHWEST OF
 NE1487'YPSILANTI.  OTHER MARKS NOT SEARCHED FOR.  OWNERSHIP--WASHTENAW
 NE1487'COUNTY.
 NE1487'
 NE1487'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NE1487'U.S. HIGHWAY 12 (EXIT 181) IN SOUTHWEST YPSILANTI.  GO SOUTHWEST ON
 NE1487'HIGHWAY 12 (MICHIGAN AVENUE) FOR 2.93 KM (1.80 MI) TO A CROSSROAD.
 NE1487'TURN LEFT AND GO SOUTH ON CARPENTER ROAD FOR 4.12 KM (2.55 MI) TO A
 NE1487'CROSSRAIL.  TURN LEFT AND GO EAST ON BEMIS ROAD FOR 1.4 KM (0.85 MI)
 NE1487'TO THE STATION ON THE LEFT.
 NE1487'
 NE1487'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 NE1487'CONCRETE POST THAT PROJECTS 7 CM ABOVE THE GROUND.  LOCATED 9.3 M
 NE1487'(30.5 FT) NORTH FROM THE CENTER OF BEMIS ROAD AND 0.5 M (1.6 FT)
 NE1487'SOUTH OF A METAL WITNESS POST.  DESCRIBED BY E.J. HANSMANN.
 NE1487
 NE1487                          STATION RECOVERY (1993)
 NE1487
 NE1487'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1487'RECOVERED AS DESCRIBED.
 NE1487
 NE1487                          STATION RECOVERY (2021)
 NE1487
 NE1487'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 NE1487'MARK RECOVERED BY WASHTENAW COUNTY ROAD COMMISSION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5183 ***********************************************************************
 DL5183  DESIGNATION -  BAYR CORS BASEMARK
 DL5183  PID         -  DL5183
 DL5183  STATE/COUNTY-  MI/SAGINAW
 DL5183  COUNTRY     -  US
 DL5183  USGS QUAD   -  SAGINAW (2017)
 DL5183
 DL5183                         *CURRENT SURVEY CONTROL
 DL5183  ______________________________________________________________________
 DL5183* NAD 83(1986) POSITION- 43 26 46.39   (N) 083 53 30.21   (W)   HD_HELD1
 DL5183* NAVD 88 ORTHO HEIGHT -   181.833 (meters)      596.56  (feet) ADJUSTED
 DL5183  ______________________________________________________________________
 DL5183  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 DL5183  DYNAMIC HEIGHT  -        181.796 (meters)      596.44  (feet) COMP
 DL5183  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 DL5183
 DL5183  VERT ORDER      -  FIRST     CLASS II
 DL5183
 DL5183.The horizontal coordinates were determined by differentially corrected
 DL5183.hand held GPS observations or other comparable positioning techniques
 DL5183.and have an estimated accuracy of +/- 3 meters.
 DL5183
 DL5183.The orthometric height was determined by differential leveling and
 DL5183.adjusted by the NATIONAL GEODETIC SURVEY
 DL5183.in October 2009.
 DL5183
 DL5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5183.GEOID18 height accuracy estimate available here.
 DL5183
 DL5183.Click photographs - Photos may exist for this station.
 DL5183
 DL5183.The dynamic height is computed by dividing the NAVD 88
 DL5183.geopotential number by the normal gravity value computed on the
 DL5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5183.degrees latitude (g = 980.6199 gals.).
 DL5183
 DL5183.The modeled gravity was interpolated from observed gravity values.
 DL5183
 DL5183;                    North         East    Units  Estimated Accuracy
 DL5183;SPC MI S     -   216,295.0   4,038,443.8     MT  (+/- 3 meters HH1 GPS) 
 DL5183
 DL5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6600714431(NAD 83)
 DL5183
 DL5183                          SUPERSEDED SURVEY CONTROL
 DL5183
 DL5183.No superseded survey control is available for this station.
 DL5183
 DL5183_MARKER: DD = SURVEY DISK
 DL5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5183_STAMPING: BAYR 2000
 DL5183_MARK LOGO: MIDT
 DL5183_PROJECTION: PROJECTING 122 CENTIMETERS
 DL5183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5183+STABILITY: SURFACE MOTION
 DL5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5183+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2024
 DL5183
 DL5183  HISTORY     - Date     Condition        Report By
 DL5183  HISTORY     - 2009     MONUMENTED       MIDT
 DL5183  HISTORY     - 20240618 GOOD             MIDT
 DL5183
 DL5183                          STATION DESCRIPTION
 DL5183
 DL5183'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DL5183'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5183'IN THE BAYR CORS BASE.  --   NOTE-- DISK HAS NO STAMPING.
 DL5183
 DL5183                          STATION RECOVERY (2024)
 DL5183
 DL5183'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL5183'SAGINAW CORS STATION REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0342 ***********************************************************************
 QL0342  DESIGNATION -  BEACH
 QL0342  PID         -  QL0342
 QL0342  STATE/COUNTY-  MI/MENOMINEE
 QL0342  COUNTRY     -  US
 QL0342  USGS QUAD   -  MARINETTE EAST (2018)
 QL0342
 QL0342                         *CURRENT SURVEY CONTROL
 QL0342  ______________________________________________________________________
 QL0342* NAD 83(1994) POSITION- 45 06 16.72290(N) 087 36 06.12676(W)   ADJUSTED
 QL0342* NAVD 88 ORTHO HEIGHT -   178.210 (meters)      584.68  (feet) ADJUSTED
 QL0342  ______________________________________________________________________
 QL0342  GEOID HEIGHT    -        -36.999 (meters)                     GEOID18
 QL0342  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 QL0342  DYNAMIC HEIGHT  -        178.192 (meters)      584.62  (feet) COMP
 QL0342  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 QL0342
 QL0342  HORZ ORDER      -  FIRST
 QL0342  VERT ORDER      -  SECOND    CLASS I
 QL0342
 QL0342.The horizontal coordinates were established by classical geodetic methods
 QL0342.and adjusted by the National Geodetic Survey in February 1997.
 QL0342
 QL0342.The orthometric height was determined by differential leveling and
 QL0342.adjusted by the NATIONAL GEODETIC SURVEY
 QL0342.in June 2007.
 QL0342
 QL0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0342.GEOID18 height accuracy estimate available here.
 QL0342
 QL0342.Click photographs - Photos may exist for this station.
 QL0342
 QL0342.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0342
 QL0342.The dynamic height is computed by dividing the NAVD 88
 QL0342.geopotential number by the normal gravity value computed on the
 QL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0342.degrees latitude (g = 980.6199 gals.).
 QL0342
 QL0342.The modeled gravity was interpolated from observed gravity values.
 QL0342
 QL0342. The following values were computed from the NAD 83(1994) position.
 QL0342
 QL0342;                    North         East     Units Scale Factor Converg.
 QL0342;SPC MI N     -    35,893.611 7,952,639.254   MT  1.00011297   -0 26 05.7
 QL0342;SPC MI N     -   117,761.19 26,091,336.14   iFT  1.00011297   -0 26 05.7
 QL0342;SPC WI C     -   144,054.997   788,716.557   MT  0.99994864   +1 41 31.9
 QL0342;SPC WI C     -   472,620.44  2,587,647.57   sFT  0.99994864   +1 41 31.9
 QL0342;UTM  16      - 4,994,751.349   452,663.093   MT  0.99962755   -0 25 34.5
 QL0342
 QL0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0342!SPC MI N     -   0.99997786  x   1.00011297  =   1.00009083
 QL0342!SPC WI C     -   0.99997786  x   0.99994864  =   0.99992650
 QL0342!UTM  16      -   0.99997786  x   0.99962755  =   0.99960542
 QL0342
 QL0342:                Primary Azimuth Mark                     Grid Az
 QL0342:SPC MI N     -  BEACH AZ MK                              127 30 53.1
 QL0342:SPC WI C     -  BEACH AZ MK                              125 23 15.5
 QL0342:UTM  16      -  BEACH AZ MK                              127 30 21.9
 QL0342
 QL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5266394751(NAD 83)
 QL0342
 QL0342|---------------------------------------------------------------------|
 QL0342| PID    Reference Object                     Distance      Geod. Az  |
 QL0342|                                                           dddmmss.s |
 QL0342| CJ4234 BEACH AZ MK                                        1270447.4 |
 QL0342| AE9395 BEACH AZ MK 2                                      1360736.2 |
 QL0342| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX. 0.9 KM 1480417.2 |
 QL0342| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX. 0.9 KM 1500743.2 |
 QL0342| QL0528 MARINETTE TALL STEEL STACK          APPROX. 1.3 KM 1905456.2 |
 QL0342| QL0531 MARINETTE SACRED HEART CH SP        APPROX. 2.0 KM 2162437.8 |
 QL0342| QL0529 MARINETTE FR CH ST JOS DOME         APPROX. 2.1 KM 2293411.1 |
 QL0342| QL0522 MENOMINEE SUP SUGAR CO STACK        APPROX. 0.9 KM 2343814.1 |
 QL0342| QL0540 MARINETTE EVANG LUTH CHURCH         APPROX. 2.3 KM 2373824.6 |
 QL0342| QL0520 MARINETTE PIONEER PRESB CHURCH      APPROX. 2.0 KM 2421850.5 |
 QL0342| QL0538 MARINETTE GRAM ME CH SPIRE          APPROX. 2.1 KM 2505743.7 |
 QL0342| QL0539 MARINETTE LAUERMANS STORE TANK      APPROX. 2.4 KM 2550700.9 |
 QL0342| QL0341 BEACH RM 1                           42.075 METERS 25509     |
 QL0342| QL0542 MARINETTE CO COURTHOUSE DOME        APPROX. 2.6 KM 2583323.9 |
 QL0342| QL0543 MARINETTE MM PAPER PLT 1 TANK       APPROX. 3.8 KM 2705658.2 |
 QL0342| QL0544 MARINETTE MM PAPER PLT 1 STACK      APPROX. 3.9 KM 2713243.9 |
 QL0342| QL0541 MENOMINEE MM PAPER CO PLT 2 TK      APPROX. 2.7 KM 2765343.0 |
 QL0342| QL0521 MENOMINEE CO COURTHOUSE TOWER       APPROX. 1.0 KM 2874551.3 |
 QL0342| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX. 1.1 KM 2892518.6 |
 QL0342| QL0533 MENOMINEE ST ADELBERTS CHURCH       APPROX. 1.5 KM 2944251.7 |
 QL0342| QL0526 MENOMINEE JOHN DAVIS SCH STACK      APPROX. 1.4 KM 2970746.2 |
 QL0342| QL0523 MENOMINEE CHRIST EVAN LUTH CH       APPROX. 0.8 KM 3041238.2 |
 QL0342| QL0527 MENOMINEE LLOYDS DEPT STORE TK      354.220 METERS 30807     |
 QL0342| CJ4236 BEACH RM 3                           21.955 METERS 32520     |
 QL0342| QL0343 BEACH RM 4                           33.446 METERS 32557     |
 QL0342| CJ4235 BEACH RM 2                           35.902 METERS 32940     |
 QL0342| QL0519 MENOMINEE LLOYD MFG CO TANK         APPROX. 2.5 KM 3425150.2 |
 QL0342|---------------------------------------------------------------------|
 QL0342
 QL0342                          SUPERSEDED SURVEY CONTROL
 QL0342
 QL0342  NAD 83(1991)-  45 06 16.72284(N)    087 36 06.12671(W) AD(       ) 1
 QL0342  NAD 83(1986)-  45 06 16.71937(N)    087 36 06.12517(W) AD(       ) 1
 QL0342  NAD 27      -  45 06 16.77300(N)    087 36 05.73900(W) AD(       ) 1
 QL0342  NAVD 88 (06/15/91)  178.253  (m)          584.82   (f) SUPERSEDED  1 0
 QL0342  NGVD 29 (??/??/92)  178.28   (m)          584.9    (f) COMPUTED    1 0
 QL0342
 QL0342.Superseded values are not recommended for survey control.
 QL0342
 QL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0342.See file dsdata.pdf to determine how the superseded data were derived.
 QL0342
 QL0342_MARKER: DS = TRIANGULATION STATION DISK
 QL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0342_STAMPING: BEACH 1934
 QL0342_MARK LOGO: CGS
 QL0342_PROJECTION: RECESSED 4 CENTIMETERS
 QL0342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0342+STABILITY: SURFACE MOTION
 QL0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0342+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QL0342
 QL0342  HISTORY     - Date     Condition        Report By
 QL0342  HISTORY     - 1934     MONUMENTED       CGS
 QL0342  HISTORY     - 1950     GOOD             USLS
 QL0342  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 QL0342  HISTORY     - 1953     GOOD             CGS
 QL0342  HISTORY     - 1971     GOOD             NGS
 QL0342  HISTORY     - 1972     GOOD             NGS
 QL0342  HISTORY     - 1972     GOOD             NGS
 QL0342  HISTORY     - 1974     POOR
 QL0342  HISTORY     - 1976     GOOD             NGS
 QL0342  HISTORY     - 1980     GOOD             NGS
 QL0342  HISTORY     - 19960417 POOR             MIDT
 QL0342  HISTORY     - 20010331 GOOD             NGS
 QL0342  HISTORY     - 20011102 GOOD             USPSQD
 QL0342  HISTORY     - 20040730 GOOD             GEOCAC
 QL0342  HISTORY     - 20060830 GOOD             NGS
 QL0342
 QL0342                          STATION DESCRIPTION
 QL0342
 QL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0342'IN THE CITY OF MENOMINEE, IN SEC. 35, T. 32 N., R. 27 W. ON LAND OWNED
 QL0342'BY CITY OF MENOMINEE, AND KNOWN AS MENOMINEE BEACH, 140 FEET EAST OF
 QL0342'NORTHEAST CORNER OF LUMBERMANS NATIONAL BANK BUILDING IN SOUTHEAST
 QL0342'CORNER OF PARK, 85 FEET WEST OF HIGH-WATERLINE OF SHORE OF GREEN BAY,
 QL0342'26 YARDS EAST OF ALLEYWAY, AND 25 YARDS NORTH OF ALLEYWAY.  SURFACE
 QL0342'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 7B
 QL0342'AND 1A, UPPER MARK IS FLUSH WITH SURFACE OF GROUND.  REFERENCE MARKS
 QL0342'ARE STANDARD REFERENCE DISK IN CONCRETE, NOTE 11B.
 QL0342'
 QL0342'NO. 1 PROJECTS 6 INCHES ABOVE GROUND, IS 1 FOOT EAST OF NORTHEAST
 QL0342'CORNER OF BANK BUILDING, AND 138.04 FEET FROM STATION IN AZIMUTH 75
 QL0342'DEG 10 MIN.
 QL0342'
 QL0342'NO. 2 IS FLUSH WITH SURFACE OF GROUND, 156 FEET NORTHEAST OF CORNER OF
 QL0342'BANK BUILDING, 30 YARDS WEST OF SHORE LINE, AND 117.79 FEET FROM
 QL0342'STATION IN AZIMUTH 149 DEG 40 MIN. DISTANCE BETWEEN REFERENCE MARKS IS
 QL0342'155.72 FEET.
 QL0342'
 QL0342'AZIMUTH MARK IS STANDARD REFERENCE DISK SET FLUSH IN CONCRETE PIER
 QL0342'WHICH LEADS OUT TO FRONT RANGE LIGHT, 140 YARES EAST OF FOG HORN ON
 QL0342'SAME PIER, 4 FEET SOUTH OF NORTH EDGE OF PIER, AND APPROXIMATELY 0.6
 QL0342'MILE FROM STATION IN AZIMUTH 307 DEG 04 MIN 51 SEC.  FOLLOWING
 QL0342'AZIMUTHS ARE FROM STATION-MENOMINEE LOYDS DEPARTMENT STORE, TANK, 128
 QL0342'DEG 07 MIN 26 SEC.  MENOMINEE, HOTEL MENOMINEE, STACK, 359 DEG 13 MIN
 QL0342'24 SEC.
 QL0342
 QL0342                          STATION RECOVERY (1950)
 QL0342
 QL0342'RECOVERY NOTE BY US LAKE SURVEY 1950
 QL0342'STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE UNDERGROUND MARK
 QL0342'WAS NOT UNCOVERED.  THE REFERENCE AND AZIMUTH MARKS WERE FOUND TO BE
 QL0342'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND TO BE CORRECT WITH THE
 QL0342'FOLLOWING EXCEPTIONS-
 QL0342'
 QL0342'THE FORMER LUMBERMANS NATIONAL BANK BUILDING IS NOW OCCUPIED BY A
 QL0342'DOCTORS OFFICE.
 QL0342'
 QL0342'THE STATION IS 41 FT. W OF THE HIGH-WATER-MARK.  THE ALLEYWAYS HAVE
 QL0342'BEEN REMOVED, AND THE AREA CONVERTED INTO A PARKING LOT.  REFERENCE
 QL0342'MARK 2 IS NOW 86 FT. W OF THE SHORELINE.  MENOMINEE LLOYDS DEPARTMENT
 QL0342'STORE IS NOW OCCUPIED BY MONTGOMERY WARD.
 QL0342'
 QL0342'STATION IS IN THE SE CORNER OF MENOMINEE BEACH PARK AT MENOMINEE, IN
 QL0342'AN AUTO PARKING AREA AT THE S END OF LAKEFRONT PARK IN THE BUSINESS
 QL0342'DISTRICT OF MENOMINEE.  CLEAR N THROUGH SE, BUILT UP SE THROUGH N 30
 QL0342'FT. TO SEE S ALONG THE SHORE AND 60-PLUS TO SEE W.
 QL0342
 QL0342                          STATION RECOVERY (1952)
 QL0342
 QL0342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (JIC)
 QL0342'LETTER FROM MR. J.I. CORBETT, CITY ENGINEER, CITY OF MENOMINEE,
 QL0342'MENOMINEE, MICHIGAN DATED APRIL 18, 1952--
 QL0342'
 QL0342'REFERENCE MARK 2 WAS FOUND UNDERMINED AND TIPPED OVER.
 QL0342'
 QL0342'REFERENCE MARK DISK, STAMPED BEACH NO 2 1934, WAS RECEIVED AT THIS
 QL0342'OFFICE MAY 9, 1952.
 QL0342'
 QL0342'RECOVERED BY CITY ENGINEER MENOMINEE MICHIGAN.
 QL0342
 QL0342                          STATION RECOVERY (1953)
 QL0342
 QL0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0342'STATION WAS RECOVERED AS DESCRIBED, AND ACCORDING TO THE CHANGES
 QL0342'LISTED BY THE U.S.L.S. IN 1950.  STATION, REFERENCE MARK 1, AND THE
 QL0342'AZIMUTH MARK WERE FOUND IN GOOOD CONDITION.  REFERENCE MARK 2 WAS
 QL0342'WASHED OUT BY WAVES, AND THE DISK WAS RETURNED TO THE OFFICE IN MAY
 QL0342'1952 BY THE CITY ENGINEER OF MENOMINEE.
 QL0342'
 QL0342'A NEW REFERENCE MARK WAS ESTABLISHED BY THIS PARTY.  IT IS 131 FT. NE
 QL0342'OF THE NE CORNER OF THE CONCRETE BUILDING, 11 FT. W OF THE
 QL0342'HIGH-WATERLINE OF THE SHORE, AND 1 FT. N OF THE CORNER OF THE CONCRETE
 QL0342'APRON.  THE DISK IS A STANDARD REFERENCE-MARK DISK, SET FLUSH IN A
 QL0342'DRILL HOLE IN THE CONCRETE APRON WHICH EXTENDS ALONG THE SHORE, AND
 QL0342'STAMPED BEACH NO 3 1934.
 QL0342
 QL0342                          STATION RECOVERY (1971)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QL0342'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 QL0342'REFERENCE MARK 3 WAS NOT FOUND AND THOUGHT TO HAVE BEEN PAVED OVER.
 QL0342'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 QL0342'CONSTRUCTION ON THE PIER.  THE DIRECTION TO THE HARBOR LIGHT FAILED TO
 QL0342'CHECK AND ALSO THOUGHT TO HAVE BEEN CHANGED DURING THE CONSTRUCTION.
 QL0342'THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT DUE TO CARS THE 1934
 QL0342'DISTANCE HAD TO BE USED.  A REFERENCE MARK 4 AND A NEW AZIMUTH MARK
 QL0342'WERE SET.  A NEW DESCRIPTION FOLLOWS-
 QL0342'
 QL0342'THE STATION IS LOCATED 103 FEET SOUTHEST OF THE SOUTHEAST CORNER OF
 QL0342'THE GREAT LAKES MEMORIAL PARK AND MARINA, ABOUT 250 FEET EAST OF THE
 QL0342'INTERSECTION OF 1ST STREET AND 6TH AVENUE, 140 FEET EAST OF THE
 QL0342'NORTHEAST CORNER OF OLD BANK BUILDING (534 1ST ST.), 44 FEET SOUTH OF
 QL0342'POWER POLE GUY POLE, 32 FEET WEST OF WATERS EDGE, AT THE EAST EDGE OF
 QL0342'TOWN ON THE LAKE SHORE, IN A GRAVELED PARKING LOT.  THE MONUMENT IS 2
 QL0342'INCHES UNDERGROUND AND THE DISK IS STAMPED BEACH 1934.  (NOTE 1A 7A)
 QL0342'
 QL0342'REFERENCE MARK 1 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE OLD
 QL0342'BANK BUILDING AND 4 FEET SOUTH OF THE SOUTHEDGE OF PAVED PARKING LOT
 QL0342'AND A POWER POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 QL0342'STAMPED BEACH NO 1 1934.
 QL0342'
 QL0342'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACH 1934 NO 4 1971, SET
 QL0342'IN A DRILL HOLE IN A CONCRETE APRON ALONG THE SHORE LINE, 1 FOOT EAST
 QL0342'OF THE WEST EDGE OF THE APRON, 34 FEET SOUTHEAST OF A 30 INCH ELM
 QL0342'TREE, 7 FEET NORTH OF THE SOUTHEAST CORNER OF THE PARK AND 9 FEET WEST
 QL0342'OF THE EAST EDGE OF THE APRON.
 QL0342'
 QL0342'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEACH 1934 1971, SET IN A
 QL0342'DRILL HOLE IN THE CONCRETE PIER LEADING TO THE HARBOR LIGHT, 53 FEET
 QL0342'EAST OF THE WEST END OF THE PIER, 2-1/2 FEET SOUTHEAST OF A METAL LEG
 QL0342'OF AN OVERHEAD CATWALK, 12 FEET NORTH OF THE SOUTH EDGE OF PIER AND 12
 QL0342'FEET SOUTH OF THE NORTH EDGE OF PIER.
 QL0342'
 QL0342'TO REACH AZIMUTH MARK FROM THE OLD BANK BUILDING, GO SOUTH ON 1ST
 QL0342'STREET FOR 0.45 MILE TO THE INTERSECTION WITH HIGHWAY 173.  TURN LEFT
 QL0342'AND GO EASTERLY ON HIGHWAY 173 FOR 0.4 MILE TO ITS END AND THE PIER
 QL0342'ABOUT 0.1 MILE AHEAD AND THE AZIMUTH MARK AS DESCRIBED.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MENOMINEE
 QL0342'
 QL0342'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QL0342
 QL0342                          STATION RECOVERY (1972)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0342'THE STATION AND RM 1 WERE RECOVERED AND IN GOOD CONDITION.  THE
 QL0342'AZIMUTH MARK AND RM 3 WERE SEARCHED FOR BUT NOT RECOVERED.  IT IS
 QL0342'BELIEVED THAT RM 3 IS STILL IN PLACE BUT COVERED WITH A LAYER OF BLACK
 QL0342'TOP FOR PARKING AREA.  RM 4 SET IN 1971 WAS FOUND DURING SEARCH FOR RM
 QL0342'3.
 QL0342'
 QL0342'THE TO REACH FOR THE STATION AND RM 1 IS ADEQUATE.  NO DESCRIPTION OF
 QL0342'RM 4 WAS AVAILBABLE AT THIS OFFICE.
 QL0342'
 QL0342'RM 4 IS IS NEAR THE JUNCTION OF 1 ST STREET AND 6 TH AVENUE, NEAR THE
 QL0342'NORTH CORNER OF A PARKING LOT, 110.3 FEET NORTHWEST OF THE STATION
 QL0342'MARK DESCRIBED, SET IN THE TOP OF A CONCRETE SIDEWALK ALONG THE
 QL0342'NORTHEAST SIDE OF A PARKING LOT, 7 FEET NORTHWEST OF THE NORTHWEST
 QL0342'EDGE OF THE PARKING LOT, 1. FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 QL0342'THE SIDEWALK AND ABOUT 1-1/2 FEET BELOW THE STATION MARK.
 QL0342'
 QL0342'NOTE-MARK IS IN A VERY POOR STRUCTURE.  SHOULD BE USED WITH CAUTION
 QL0342'AFTER A WINTER IN THIS AREA.  SIDEWALK IS ABOUT 3 INCHES THICK.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MENOMINEE,
 QL0342'MICHIGAN.
 QL0342
 QL0342                          STATION RECOVERY (1972)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0342'AT MENOMINEE.  AT MENOMINEE, ABOUT 95 YARDS EAST OF THE JUNCTION OF 1
 QL0342'ST STREET AND 6 TH AVENUE, AT THE NORTHEAST EDGE OF A PARKING LOT, 140
 QL0342'FEET EAST OF THE NORTH CORNER OF THE LUMBERMANS NATIONAL BANK, 128.9
 QL0342'FEET NORTH OF THE NORTH CORNER OF A LARGE CHIMNEY LOCATED ON THE
 QL0342'NORTHWEST SIDE OF A LARGE THREE-STORY BUILDING, 43 1/2 FEET SOUTH OF A
 QL0342'POWER LINE POLE WITH A GUY WIRE, 32 FEET SOUTHWEST OF THE WATER LINE
 QL0342'OF LAKE MICHIGAN, 14 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 QL0342'4 FEET BELOW THE LEVEL OF 1 ST STREET AND SET IN THE TOP OF A CONCRETE
 QL0342'POST 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION 2, T 31 N, R 27 W.
 QL0342
 QL0342                          STATION RECOVERY (1974)
 QL0342
 QL0342'RECOVERED 1974 (QL)
 QL0342'THE STATION MARK IS BEING COVERED WITH GRAVEL AND ITS CONDITION IS
 QL0342'DETERIORATING.  R.M. 1 AND R.M. 4 ARE IN GOOD CONDITION.  R.M. 3 WAS
 QL0342'FOUND IN POOR CONDITION DUE TO THE MARK BEING PRIVIOUSLY COVERED WITH
 QL0342'BLACKTOP.  THE HIGH WATER AND ROUGH WAVES CAUSED THE BLACKTOP TO BE
 QL0342'WORN AWAY AND THE MARK TO BE EXPOSED.
 QL0342'
 QL0342'LETTER DATED APRIL 17, 1974 FROM MR. Q. LAFOND, MENOMINEE, MICH.
 QL0342
 QL0342                          STATION RECOVERY (1976)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QL0342'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QL0342'REFERENCE MARKS 1, 3, AND 4 WERE ALSO RECOVERED.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MENOMINEE.
 QL0342
 QL0342                          STATION RECOVERY (1980)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 QL0342'RECOVERED THE STATION MARK, RM 1 AND RM 4 AS DESCRIBED BY RRG IN 1972.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SE MENOMINEE.
 QL0342
 QL0342                          STATION RECOVERY (1996)
 QL0342
 QL0342'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0342'NOTE-THE WEST PORTION OF THE CONCRETE POST IS BROKEN AWAY, IT APPEARS
 QL0342'TO HAVE BEEN HIT BY EQUIPMENT POSSIBLE SNOW REMOVAL STATION IS LOCATED
 QL0342'AT MENOMINEE, IN QUAD 450873.  AT THE EAST EDGE OF TOWN ON THE SHORE
 QL0342'OF GREEN BAY (LAKE MICHIGAN) AND NEAR THE SOUTHEAST CORNER OF THE
 QL0342'GREAT LAKES MEMORIAL PARK AND MARINA.  IN SECTION 2, T-31-N, R-27-W.
 QL0342'OWNER--CITY OF MENOMINEE.
 QL0342'
 QL0342'TO REACH FROM THE COUTHOUSE ON 10TH AVENUE GO EAST TO 1ST STREET, TURN
 QL0342'RIGHT (SOUTH) ON 1ST STREET TO THE SOUTH EDGE OF THE PARK, AN OLD 2
 QL0342'STORY LIGHT GREY STONE BUILDING (FORMER LUMBERMANS BANK NOW OCCUPIED
 QL0342'BY A CHIROPRACTIC CENTER) WHICH IS DIRECTLY OPPOSITE 6TH AVENUE ON THE
 QL0342'RIGHT.  TURN LEFT (EAST) INTO PARKING LOT AT THE NORTH SIDE OF THE
 QL0342'BUILDING TO THE SHORE OF GREEN BAY AND THE STATION ON THE RIGHT.
 QL0342'
 QL0342'IT IS 31.7 M (104.0 FT) EAST OF THE NORTHEAST CORNER OF THE 2 STORY
 QL0342'BUILDING, AND 0.20 M (0.66 FT) EAST OF A CARSONITE WITNESS POST, ABOUT
 QL0342'0.10 M (0.33 FT) ABOVE THE LEVEL OF THE GROUND.
 QL0342
 QL0342                          STATION RECOVERY (2001)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0342
 QL0342                          STATION RECOVERY (2001)
 QL0342
 QL0342'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 QL0342'AZ MARK RECOVERED IN GOOD CONDITION.
 QL0342
 QL0342                          STATION RECOVERY (2004)
 QL0342
 QL0342'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 QL0342'THIS TRIANGULATION DISK WAS FOUND 0.66 FEET EAST OF THE CARSONITE
 QL0342'WITNESS POST AS DESCRIBED IN THE 1996 REPORT, EXCEPT THAT IT IS ABOUT
 QL0342'2 INCHES BELOW THE GROUND SURFACE IN A GRASS AREA. A COUPLE OF PROBES
 QL0342'WITH A WIRE REVEALED THE DISK'S LOCATION.
 QL0342
 QL0342                          STATION RECOVERY (2006)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 QL0342'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITIONS.
 QL0342'
 QL0342'STATION IS BETWEEN SECOND AND THIRD OF A ROW OF SIX SMALL TREES.
 QL0342'
 QL0342'STATION IS 81.0 FT NORTHWEST OF A WOODEN FENCE AND 2.0 FT NORTEAST OF
 QL0342'THE NORTHEAST EDGE OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE9395 ***********************************************************************
 AE9395  DESIGNATION -  BEACH AZ MK 2
 AE9395  PID         -  AE9395
 AE9395  STATE/COUNTY-  MI/MENOMINEE
 AE9395  COUNTRY     -  US
 AE9395  USGS QUAD   -  MARINETTE EAST (2018)
 AE9395
 AE9395                         *CURRENT SURVEY CONTROL
 AE9395  ______________________________________________________________________
 AE9395* NAD 83(1986) POSITION- 45 05 45.4    (N) 087 35 22.7    (W)   HD_HELD2
 AE9395* NAVD 88 ORTHO HEIGHT -   178.323 (meters)      585.05  (feet) ADJUSTED
 AE9395  ______________________________________________________________________
 AE9395  GEOID HEIGHT    -        -37.009 (meters)                     GEOID18
 AE9395  DYNAMIC HEIGHT  -        178.306 (meters)      584.99  (feet) COMP
 AE9395  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 AE9395
 AE9395  VERT ORDER      -  SECOND    CLASS I
 AE9395
 AE9395.The horizontal coordinates were established by autonomous hand held GPS
 AE9395.observations and have an estimated accuracy of +/- 10 meters.
 AE9395
 AE9395.The orthometric height was determined by differential leveling and
 AE9395.adjusted by the NATIONAL GEODETIC SURVEY
 AE9395.in February 2017.
 AE9395
 AE9395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9395.GEOID18 height accuracy estimate available here.
 AE9395
 AE9395.Click photographs - Photos may exist for this station.
 AE9395
 AE9395.The dynamic height is computed by dividing the NAVD 88
 AE9395.geopotential number by the normal gravity value computed on the
 AE9395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9395.degrees latitude (g = 980.6199 gals.).
 AE9395
 AE9395.The modeled gravity was interpolated from observed gravity values.
 AE9395
 AE9395;                    North         East    Units  Estimated Accuracy
 AE9395;SPC MI N     -    34,919.    7,953,582.      MT  (+/- 10 meters HH2 GPS)
 AE9395
 AE9395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5360593777(NAD 83)
 AE9395
 AE9395                          SUPERSEDED SURVEY CONTROL
 AE9395
 AE9395.No superseded survey control is available for this station.
 AE9395
 AE9395_MARKER: DZ = AZIMUTH MARK DISK
 AE9395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE9395_SP_SET: BREAKWATER PIER
 AE9395_STAMPING: BEACH 1934 1971
 AE9395_MARK LOGO: CGS
 AE9395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9395+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 AE9395
 AE9395  HISTORY     - Date     Condition        Report By
 AE9395  HISTORY     - 1971     MONUMENTED       NGS
 AE9395  HISTORY     - 19960319 GOOD             MIDT
 AE9395  HISTORY     - 20150831 GOOD             WIDT
 AE9395
 AE9395                          STATION DESCRIPTION
 AE9395
 AE9395'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 AE9395'STATION IS LOCATED AT MENOMINEE, IN QUAD 450873.  AT THE BREAKWATER
 AE9395'PIER LEADING TO THE HARBOR LIGHT.  IN SECTION 12, T031-N, R-27-W.
 AE9395'OWNER-US ARMY CORPS OF ENGINEERS TO REACH FROM THE COUTHOUSE ON 10TH
 AE9395'AVENUE GO EAST TO FIRST STREET, TURN RIGHT (SOUTH) THRU DOWNTOWN
 AE9395'MENOMINEE TO HARBOR DRIVE EAST, TURN LEFT (EAST) AND FOLLOW DRIVE EAST
 AE9395'AND SOUTH TO THE PUBLIC PARKING AREA.  FOLLOW WALKWAY TO PIER AND THE
 AE9395'STATION STATION IS IN THE CENTERLINE OF THE PIER, 16.2 M (53.1 FT)
 AE9395'EAST OF THE WEST END OF THE PIER, 3.7 M (12.1 FT) NORTH OF THE SOUTH
 AE9395'EDGE, 3.7 SOUTH OF THE NORTH EDGE, AT THE SOUTH EDGE OF A STEEL ANGLE
 AE9395'IRON FASTENED TO THE PIER THAT IS PROTECTING ELECTRICAL CONDUIT TO THE
 AE9395'HARBOR LIGHT NOTE-APPRX.  LAT/LON WAS DETERMINED BY GPS (GARMIN GPS45)
 AE9395
 AE9395                          STATION RECOVERY (2015)
 AE9395
 AE9395'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 AE9395'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0341 ***********************************************************************
 QL0341  DESIGNATION -  BEACH RM 1
 QL0341  PID         -  QL0341
 QL0341  STATE/COUNTY-  MI/MENOMINEE
 QL0341  COUNTRY     -  US
 QL0341  USGS QUAD   -  MARINETTE EAST (2018)
 QL0341
 QL0341                         *CURRENT SURVEY CONTROL
 QL0341  ______________________________________________________________________
 QL0341* NAD 83(1986) POSITION- 45 06 16.37   (N) 087 36 07.99   (W)   HD_HELD1
 QL0341* NAVD 88 ORTHO HEIGHT -   179.710 (meters)      589.60  (feet) ADJUSTED
 QL0341  ______________________________________________________________________
 QL0341  GEOID HEIGHT    -        -36.998 (meters)                     GEOID18
 QL0341  DYNAMIC HEIGHT  -        179.692 (meters)      589.54  (feet) COMP
 QL0341  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 QL0341
 QL0341  VERT ORDER      -  FIRST     CLASS 0
 QL0341
 QL0341.The horizontal coordinates were determined by differentially corrected
 QL0341.hand held GPS observations or other comparable positioning techniques
 QL0341.and have an estimated accuracy of +/- 3 meters.
 QL0341
 QL0341.The orthometric height was determined by differential leveling and
 QL0341.adjusted by the NATIONAL GEODETIC SURVEY
 QL0341.in June 1991.
 QL0341
 QL0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0341.GEOID18 height accuracy estimate available here.
 QL0341
 QL0341.Click photographs - Photos may exist for this station.
 QL0341
 QL0341.The dynamic height is computed by dividing the NAVD 88
 QL0341.geopotential number by the normal gravity value computed on the
 QL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0341.degrees latitude (g = 980.6199 gals.).
 QL0341
 QL0341.The modeled gravity was interpolated from observed gravity values.
 QL0341
 QL0341;                    North         East    Units  Estimated Accuracy
 QL0341;SPC MI N     -    35,883.0   7,952,598.4     MT  (+/- 3 meters HH1 GPS) 
 QL0341
 QL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5262294740(NAD 83)
 QL0341
 QL0341                          SUPERSEDED SURVEY CONTROL
 QL0341
 QL0341  NGVD 29 (??/??/92)  179.74   (m)          589.7    (f) COMPUTED    1 0
 QL0341
 QL0341.Superseded values are not recommended for survey control.
 QL0341
 QL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0341.See file dsdata.pdf to determine how the superseded data were derived.
 QL0341
 QL0341_MARKER: DR = REFERENCE MARK DISK
 QL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0341_STAMPING: BEACH NO 1 1934
 QL0341_MARK LOGO: CGS
 QL0341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0341+STABILITY: SURFACE MOTION
 QL0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0341+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 QL0341
 QL0341  HISTORY     - Date     Condition        Report By
 QL0341  HISTORY     - 1934     MONUMENTED       CGS
 QL0341  HISTORY     - 1972     GOOD             NGS
 QL0341  HISTORY     - 1990     GOOD             USPSQD
 QL0341  HISTORY     - 19910416 GOOD             USPSQD
 QL0341  HISTORY     - 19960319 GOOD             MIDT
 QL0341  HISTORY     - 20011102 GOOD             USPSQD
 QL0341  HISTORY     - 20040320 GOOD             USPSQD
 QL0341
 QL0341                          STATION DESCRIPTION
 QL0341
 QL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0341'AT MENOMINEE.
 QL0341'AT MENOMINEE, ABOUT 40 YARDS NORTHEAST OF THE JUNCTION OF 1 ST
 QL0341'STREET AND 6 TH AVENUE, NEAR THE NORTH CORNER OF THE OLD
 QL0341'LUMBERMANS NATIONAL BANK BUILDING (A TWO-STORY CONCRETE
 QL0341'BUILDING), 1.5 FEET EAST OF THE NORTH CORNER OF THE BUILDING,
 QL0341'138.0 FEET WEST OF THE STATION MARK DESCRIBED, 1.2 FEET NORTHEAST
 QL0341'OF THE NORTHEAST WALL OF THE BUILDING, 1 FOOT BELOW THE LEVEL
 QL0341'OF 1 ST STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0341'4 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 2, T 31 N,
 QL0341'R 27 W.
 QL0341
 QL0341                          STATION RECOVERY (1990)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (1991)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 1991 (CN)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (1996)
 QL0341
 QL0341'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0341'RECOVERED AS DESCRIBED.
 QL0341
 QL0341                          STATION RECOVERY (2001)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (2004)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0341'A TWO STORY ADDITION HAS BEEN ADDED TO THE NORTH AND EAST SIDES OF THE
 QL0341'BUILDING NOW KNOWN AS THE ZELM BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0343 ***********************************************************************
 QL0343  DESIGNATION -  BEACH RM 4
 QL0343  PID         -  QL0343
 QL0343  STATE/COUNTY-  MI/MENOMINEE
 QL0343  COUNTRY     -  US
 QL0343  USGS QUAD   -  MARINETTE EAST (2018)
 QL0343
 QL0343                         *CURRENT SURVEY CONTROL
 QL0343  ______________________________________________________________________
 QL0343* NAD 83(1986) POSITION- 45 06 17.62   (N) 087 36 06.98   (W)   HD_HELD1
 QL0343* NAVD 88 ORTHO HEIGHT -   177.773 (meters)      583.24  (feet) ADJUSTED
 QL0343  ______________________________________________________________________
 QL0343  GEOID HEIGHT    -        -36.998 (meters)                     GEOID18
 QL0343  DYNAMIC HEIGHT  -        177.756 (meters)      583.19  (feet) COMP
 QL0343  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 QL0343
 QL0343  VERT ORDER      -  FIRST     CLASS 0
 QL0343
 QL0343.The horizontal coordinates were determined by differentially corrected
 QL0343.hand held GPS observations or other comparable positioning techniques
 QL0343.and have an estimated accuracy of +/- 3 meters.
 QL0343
 QL0343.The orthometric height was determined by differential leveling and
 QL0343.adjusted by the NATIONAL GEODETIC SURVEY
 QL0343.in June 1991.
 QL0343
 QL0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0343.GEOID18 height accuracy estimate available here.
 QL0343
 QL0343.Click photographs - Photos may exist for this station.
 QL0343
 QL0343.The dynamic height is computed by dividing the NAVD 88
 QL0343.geopotential number by the normal gravity value computed on the
 QL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0343.degrees latitude (g = 980.6199 gals.).
 QL0343
 QL0343.The modeled gravity was interpolated from observed gravity values.
 QL0343
 QL0343;                    North         East    Units  Estimated Accuracy
 QL0343;SPC MI N     -    35,921.4   7,952,620.8     MT  (+/- 3 meters HH1 GPS) 
 QL0343
 QL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5264494779(NAD 83)
 QL0343
 QL0343                          SUPERSEDED SURVEY CONTROL
 QL0343
 QL0343  NGVD 29 (??/??/92)  177.80   (m)          583.3    (f) COMPUTED    1 0
 QL0343
 QL0343.Superseded values are not recommended for survey control.
 QL0343
 QL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0343.See file dsdata.pdf to determine how the superseded data were derived.
 QL0343
 QL0343_MARKER: DR = REFERENCE MARK DISK
 QL0343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0343_SP_SET: APRON
 QL0343_STAMPING: BEACH NO 4 1934 1971
 QL0343_MARK LOGO: CGS
 QL0343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0343+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1996
 QL0343
 QL0343  HISTORY     - Date     Condition        Report By
 QL0343  HISTORY     - 1971     MONUMENTED       NGS
 QL0343  HISTORY     - 1972     GOOD             NGS
 QL0343  HISTORY     - 19960423 POOR             MIDT
 QL0343
 QL0343                          STATION DESCRIPTION
 QL0343
 QL0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0343'AT MENOMINEE.
 QL0343'AT MENOMINEE, AT THE JUNCTION OF 1 ST STREET AND 6 TH AVENUE,
 QL0343'NEAR THE NORTH CORNER OF A PARKING LOT THAT IS ALONG THE
 QL0343'LUMBERMANS NATIONAL BANK, 110.3 FEET NORTHWEST OF THE STATION
 QL0343'MARK DESCRIBED, SET IN THE TOP OF A CONCRETE SIDEWALK ALONG THE
 QL0343'NORTHEAST SIDE OF THE PARKING AREA, 7 FEET NORTHWEST OF THE
 QL0343'NORTHWEST EDGE OF THE PARKING AREA, 1.3 FEET NORTHEAST OF THE
 QL0343'SOUTHWEST EDGE OF THE SIDEWALK AND ABOUT 1 1/2 FEET BELOW THE
 QL0343'STATION MARK.  SECTION 2, T 31 N, R 27 W.  NOTE-- MARK IS IN A
 QL0343'VERY POOR STRUCTURE.  SHOULD BE USED WITH CAUTION AFTER A WINTER
 QL0343'IN THIS AREA.
 QL0343
 QL0343                          STATION RECOVERY (1996)
 QL0343
 QL0343'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0343'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STRUCTURE VERY
 QL0343'POOR CONDITION, CONCRETE IS BROKEN AND SHOWS EVIDENCE OF FROST
 QL0343'MOVEMENT.  MARK IS LOCATED ABOUT 0.6 M (2.0 FT) NORTH OF THE NORTHEAST
 QL0343'CORNER OF THE BLACKTOP PARKING LOT, AT THE CONCRETE APRON AND THE
 QL0343'LAWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0248 ***********************************************************************
 RJ0248  DESIGNATION -  BEAM
 RJ0248  PID         -  RJ0248
 RJ0248  STATE/COUNTY-  MI/CHIPPEWA
 RJ0248  COUNTRY     -  US
 RJ0248  USGS QUAD   -  BRIMLEY (2017)
 RJ0248
 RJ0248                         *CURRENT SURVEY CONTROL
 RJ0248  ______________________________________________________________________
 RJ0248* NAD 83(1986) POSITION- 46 25 08.     (N) 084 31 42.     (W)   SCALED
 RJ0248* NAVD 88 ORTHO HEIGHT -   203.353 (meters)      667.17  (feet) ADJUSTED
 RJ0248  ______________________________________________________________________
 RJ0248  GEOID HEIGHT    -        -36.441 (meters)                     GEOID18
 RJ0248  DYNAMIC HEIGHT  -        203.363 (meters)      667.20  (feet) COMP
 RJ0248  MODELED GRAVITY -    980,658.9   (mgal)                       NAVD 88
 RJ0248
 RJ0248  VERT ORDER      -  FIRST     CLASS 0
 RJ0248
 RJ0248.The horizontal coordinates were scaled from a map and have
 RJ0248.an estimated accuracy of +/- 6 seconds.
 RJ0248
 RJ0248.The orthometric height was determined by differential leveling and
 RJ0248.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0248.in June 1991.
 RJ0248
 RJ0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0248.GEOID18 height accuracy estimate available here.
 RJ0248
 RJ0248.Click photographs - Photos may exist for this station.
 RJ0248
 RJ0248.The dynamic height is computed by dividing the NAVD 88
 RJ0248.geopotential number by the normal gravity value computed on the
 RJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0248.degrees latitude (g = 980.6199 gals.).
 RJ0248
 RJ0248.The modeled gravity was interpolated from observed gravity values.
 RJ0248
 RJ0248;                    North         East    Units  Estimated Accuracy
 RJ0248;SPC MI N     -   184,740.    8,189,970.      MT  (+/- 180 meters Scaled)
 RJ0248
 RJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS899435(NAD 83)
 RJ0248
 RJ0248                          SUPERSEDED SURVEY CONTROL
 RJ0248
 RJ0248  NGVD 29 (??/??/92)  203.337  (m)          667.11   (f) ADJ UNCH    1 0
 RJ0248
 RJ0248.Superseded values are not recommended for survey control.
 RJ0248
 RJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0248.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0248
 RJ0248_MARKER: Z = SEE DESCRIPTION
 RJ0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0248_SP_SET: STEEL ROD
 RJ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0248
 RJ0248  HISTORY     - Date     Condition        Report By
 RJ0248  HISTORY     - 1971     MONUMENTED       NONE
 RJ0248  HISTORY     - 1972     GOOD             USLS
 RJ0248  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0248
 RJ0248                          STATION DESCRIPTION
 RJ0248
 RJ0248'DESCRIBED BY US LAKE SURVEY 1972
 RJ0248'2.2 MI E FROM BRIMLEY.
 RJ0248'BEAM IS IN CHIPPEWA COUNTY, MICHIGAN, 2.2 MILES EAST FROM
 RJ0248'BRIDGE OVER WAISKA RIVER IN BRIMLEY AT CREST OF HILL, 93.5 FEET
 RJ0248'WESTERLY OF UTILITY POLE NO. 183, 79.0 FEET NORTHWEST OF
 RJ0248'NORTHEAST CORNER, 75.8 FEET NORTH OF NORTHWEST CORNER AND IN
 RJ0248'LINE WITH WEST FACE OF GARAGE ON BEAMISH PROPERTY, 52.9 FEET
 RJ0248'SOUTHEAST OF A 20-INCH FIR, 23 FEET NORTH OF CENTERLINE OF 6-MILE
 RJ0248'ROAD, 12.0 FEET EAST OF UTILITY POLE NO. E17501, 1/2-FOOT BELOW
 RJ0248'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0248'DIAMETER COPPER-COATED STEEL ROD, 12 FEET LONG.
 RJ0248
 RJ0248                          STATION RECOVERY (1983)
 RJ0248
 RJ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0248'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0926 ***********************************************************************
 QK0926  HT_MOD      -  This is a Height Modernization Survey Station.
 QK0926  DESIGNATION -  BEAR RIVER
 QK0926  PID         -  QK0926
 QK0926  STATE/COUNTY-  MI/EMMET
 QK0926  COUNTRY     -  US
 QK0926  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0926
 QK0926                         *CURRENT SURVEY CONTROL
 QK0926  ______________________________________________________________________
 QK0926* NAD 83(2011) POSITION- 45 22 31.93239(N) 084 57 37.98729(W)   ADJUSTED
 QK0926* NAD 83(2011) ELLIP HT-   144.790 (meters)        (12/02/25)   ADJUSTED
 QK0926* NAD 83(2011) EPOCH   -  2010.00
 QK0926* NAVD 88 ORTHO HEIGHT -   180.00  (meters)      590.6   (feet) GPS OBS
 QK0926  ______________________________________________________________________
 QK0926  GEOID HEIGHT    -        -35.198 (meters)                     GEOID18
 QK0926  NAD 83(2011) X  -    394,240.534 (meters)                     COMP
 QK0926  NAD 83(2011) Y  - -4,470,735.775 (meters)                     COMP
 QK0926  NAD 83(2011) Z  -  4,516,865.951 (meters)                     COMP
 QK0926  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 QK0926
 QK0926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0926  Standards:
 QK0926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0926  -------------------------------------------------------------------
 QK0926  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.06258366
 QK0926  -------------------------------------------------------------------
 QK0926  Click here for local accuracies and other accuracy information.
 QK0926
 QK0926.The horizontal coordinates were established by GPS observations
 QK0926.and adjusted by the National Geodetic Survey in December 2025.
 QK0926
 QK0926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0926.been affixed to the stable North American tectonic plate. See 
 QK0926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0926
 QK0926.The horizontal coordinates are valid at the epoch date displayed above
 QK0926.which is a decimal equivalence of Year/Month/Day.
 QK0926
 QK0926.The orthometric height was determined by GPS observations and a
 QK0926.high-resolution geoid model using precise GPS observation and
 QK0926.processing techniques.
 QK0926
 QK0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0926.GEOID18 height accuracy estimate available here.
 QK0926
 QK0926.Click photographs - Photos may exist for this station.
 QK0926
 QK0926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0926
 QK0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0926
 QK0926.The ellipsoidal height was determined by GPS observations
 QK0926.and is referenced to NAD 83.
 QK0926
 QK0926. The following values were computed from the NAD 83(2011) position.
 QK0926
 QK0926;                    North         East     Units Scale Factor Converg.
 QK0926;SPC MI C     -   228,954.410 5,953,484.067   MT  0.99994113   -0 25 10.3
 QK0926;SPC MI C     -   751,162.76 19,532,428.04   iFT  0.99994113   -0 25 10.3
 QK0926;UTM  16      - 5,026,692.317   659,685.828   MT  0.99991353   +1 27 06.6
 QK0926
 QK0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0926!SPC MI C     -   0.99997730  x   0.99994113  =   0.99991843
 QK0926!UTM  16      -   0.99997730  x   0.99991353  =   0.99989083
 QK0926
 QK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5968526692(NAD 83)
 QK0926
 QK0926                          SUPERSEDED SURVEY CONTROL
 QK0926
 QK0926.No superseded survey control is available for this station.
 QK0926
 QK0926_MARKER: DV = VERTICAL CONTROL DISK
 QK0926_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0926_SP_SET: WALK
 QK0926_STAMPING: BEAR RIVER 1990
 QK0926_MARK LOGO: NGS
 QK0926_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0926+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 QK0926
 QK0926  HISTORY     - Date     Condition        Report By
 QK0926  HISTORY     - 1990     MONUMENTED       LOCENG
 QK0926  HISTORY     - 20220815 GOOD             NGS
 QK0926
 QK0926                          STATION DESCRIPTION
 QK0926
 QK0926'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 QK0926'IN PETOSKEY, 250 FEET (76.2 M) NORTH AND 600 FEET (182.9 M) WEST OF
 QK0926'THE INTERSECTION OF US 31 AND LAKE STREET, SET IN CONCRETE WALK AT
 QK0926'THE SOUTHEAST END OF PEDESTRIAN BRIDGE ACROSS BEAR RIVER.
 QK0926
 QK0926                          STATION RECOVERY (2022)
 QK0926
 QK0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 QK0926'IN PETOSKEY, MI, THE STATION IS A BRASS DISK SET IN THE CONCRETE
 QK0926'FOUNDATION FOR THE PEDESTRIAN BRIDGE AT BAY FRONT PARK, LOCATED 63.70
 QK0926'M (209.0 FT) NORTH OF THE CENTERLINE OF E LAKE ST, 4.33 M (14.2 FT)
 QK0926'SOUTH OF THE NORTH EDGE OF THE BAY FRONT PARK PEDESTRIAN BRIDGE AND 10
 QK0926'CM (4 INCHES) EAST OF THE EASTERN EDGE OF THE PEDESTRIAN BRIDGE RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1616 ***********************************************************************
 RL1616  DESIGNATION -  BEATONS
 RL1616  PID         -  RL1616
 RL1616  STATE/COUNTY-  MI/GOGEBIC
 RL1616  COUNTRY     -  US
 RL1616  USGS QUAD   -  THAYER (2017)
 RL1616
 RL1616                         *CURRENT SURVEY CONTROL
 RL1616  ______________________________________________________________________
 RL1616* NAD 83(1994) POSITION- 46 21 01.92246(N) 089 22 38.06987(W)   ADJUSTED
 RL1616* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 RL1616  ______________________________________________________________________
 RL1616  GEOID HEIGHT    -        -31.170 (meters)                     GEOID18
 RL1616  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 RL1616  HORZ ORDER      -  THIRD
 RL1616
 RL1616.The horizontal coordinates were established by classical geodetic methods
 RL1616.and adjusted by the National Geodetic Survey in February 1997.
 RL1616
 RL1616.The orthometric height was scaled from a topographic map.
 RL1616
 RL1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1616.GEOID18 height accuracy estimate available here.
 RL1616
 RL1616.Click photographs - Photos may exist for this station.
 RL1616
 RL1616.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1616
 RL1616. The following values were computed from the NAD 83(1994) position.
 RL1616
 RL1616;                    North         East     Units Scale Factor Converg.
 RL1616;SPC MI N     -   176,928.432 7,817,062.435   MT  0.99990348   -1 43 05.7
 RL1616;SPC MI N     -   580,473.86 25,646,530.30   iFT  0.99990348   -1 43 05.7
 RL1616;UTM  16      - 5,135,741.787   317,092.950   MT  1.00001126   -1 43 14.1
 RL1616
 RL1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1616!SPC MI N     -   0.99992322  x   0.99990348  =   0.99982671
 RL1616!UTM  16      -   0.99992322  x   1.00001126  =   0.99993448
 RL1616
 RL1616:                Primary Azimuth Mark                     Grid Az
 RL1616:SPC MI N     -  PAULDING                                 067 15 17.0
 RL1616:UTM  16      -  PAULDING                                 067 15 25.4
 RL1616
 RL1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1709235741(NAD 83)
 RL1616
 RL1616|---------------------------------------------------------------------|
 RL1616| PID    Reference Object                     Distance      Geod. Az  |
 RL1616|                                                           dddmmss.s |
 RL1616| RL1102 PAULDING                            APPROX.13.4 KM 0653211.3 |
 RL1616| CJ1853 BEATONS RM 1                         23.414 METERS 17946     |
 RL1616| CJ2229 BEATONS RM 2                         21.451 METERS 35117     |
 RL1616|---------------------------------------------------------------------|
 RL1616
 RL1616                          SUPERSEDED SURVEY CONTROL
 RL1616
 RL1616  NAD 83(1991)-  46 21 01.92041(N)    089 22 38.06741(W) AD(       ) 3
 RL1616  NAD 83(1986)-  46 21 01.91942(N)    089 22 38.06527(W) AD(       ) 3
 RL1616  NAD 27      -  46 21 02.11400(N)    089 22 37.54400(W) AD(       ) 3
 RL1616
 RL1616.Superseded values are not recommended for survey control.
 RL1616
 RL1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1616.See file dsdata.pdf to determine how the superseded data were derived.
 RL1616
 RL1616_MARKER: DS = TRIANGULATION STATION DISK
 RL1616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1616_STAMPING: BEATONS 1952
 RL1616_MARK LOGO: CGS
 RL1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1616+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL1616
 RL1616  HISTORY     - Date     Condition        Report By
 RL1616  HISTORY     - 1952     MONUMENTED       CGS
 RL1616  HISTORY     - 19950830 POOR             MIDT
 RL1616
 RL1616                          STATION DESCRIPTION
 RL1616
 RL1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1616'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF PAULDING,
 RL1616'9 MILES WEST OF STATE HIGHWAY 45, 8 MILES NORTHWEST OF SYLVANIA,
 RL1616'3-1/2 MILES NORTH OF U.S. HIGHWAY 2, 1/2 MILE NORTH OF BEATONS
 RL1616'LAKE AND ON A SMALL, FLAT-TOPPED HILL WHICH IS THE HIGHEST
 RL1616'POINT IN THE VICINITY.
 RL1616'
 RL1616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 RL1616'AND STATE HIGHWAY 64, WHICH IS 0.6 MILE NORTH OF THE RAILROAD
 RL1616'STATION IN MARENISCO, GO EAST-SOUTHEAST ON U.S. HIGHWAY 2
 RL1616'FOR 12.4 MILES TO A SIDE ROAD LEFT, 0.1 MILE WEST OF A RAILROAD
 RL1616'CROSSING, TURN LEFT AND FOLLOW THE GRAVEL ROAD NORTHEAST
 RL1616'FOR 3.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 RL1616'THE GRAVEL ROAD SOUTHEAST FOR 2.1 MILES TO THE SUMMIT OF
 RL1616'A KNOLL, A CLEARED TRAIL ON THE LEFT AND A TRIANGLE BLAZE
 RL1616'ON A TREE ON THE EAST EDGE OF THE CLEARED TRAIL.  THIS IS THE
 RL1616'END OF TRUCK TRAVEL FOR A TWO-WHEEL DRIVE TRUCK.  WITH A
 RL1616'FOUR-WHEEL DRIVE TRUCK, TURN LEFT, THROUGH THE DITCH AND
 RL1616'FOLLOW THE CLEARED TRAIL ABOUT 0.1 MILE TO A 4-FOOT TREE,
 RL1616'90 FEET HIGH ON THE SUMMIT OF A KNOLL AND THE STATION
 RL1616'MARK 25 FEET SOUTHEAST OF THE TREE.
 RL1616'
 RL1616'THE STATION MARK, STAMPED BEATONS 1952, IS A STANDARD DISK
 RL1616'SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE, WHICH
 RL1616'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF THE SOUTH EDGE
 RL1616'OF THE FLAT-TOPPED KNOLL, 17 FEET SOUTH OF A 2-FOOT TREE
 RL1616'WITH A TRIANGLE BLAZE AND 5 FEET WEST OF A WITNESS POST.
 RL1616'
 RL1616'REFERENCE MARK NO. 1, STAMPED BEATONS NO. 1 1952, IS A STANDARD
 RL1616'DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE,
 RL1616'WHICH PROJECTS 6 INCHES.  IT IS 4 FEET NORTH OF A 2-FOOT
 RL1616'TREE ON THE EDGE OF THE CLEARED TRAIL TO THE STATION AND
 RL1616'ABOUT 4 FEET LOWER THAN THE STATION.
 RL1616'
 RL1616'REFERENCE MARK NO. 2, STAMPED BEATONS NO. 2 1952, IS A STANDARD
 RL1616'DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE,
 RL1616'WHICH PROJECTS 6 INCHES AND IS AT ABOUT THE SAME ELEVATION
 RL1616'AS THE STATION.
 RL1616'
 RL1616'NO SUITABLE SPOT WAS FOUND TO SET AN AZIMUTH MARK AT THIS
 RL1616'STATION.
 RL1616'
 RL1616'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RL1616
 RL1616                          STATION RECOVERY (1995)
 RL1616
 RL1616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1616'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF PAULDING, 9.0
 RL1616'MI (14.5 KM) WEST OF U.S.  HIGHWAY 45, 8.0 MI (12.9 KM) NORTHWEST OF
 RL1616'SYLANIA, 3.5 MI (5.6 KM) NORTH OF U.S.  HIGHWAY 2, 0.5 MI (0.8 KM)
 RL1616'NORTH OF BEATONS LAKE AND ON FOREST SERVICE LAND.  IN THE SOUTH 1/2 OF
 RL1616'SECTION 25, T-46-N, R-41-W AND ON PROPERTY OF THE OTTAWA NATIONAL
 RL1616'FOREST. TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 45 AND U.S.
 RL1616'HIGHWAY 2 AT WATERSMEET, FOLLOW HIGHWAY 2 FOR ABOUT 13.6 MI (21.9 KM)
 RL1616'TO HIGHWAY OVERPASS.  CONTINUE WEST ABOUT 100 YARDS TO COUNTY ROAD
 RL1616'527.  TURN RIGHT GOING NORTH AND FOLLOW COUNTY ROAD 527 NORTHEASTERLY
 RL1616'FOR 3.0 MI (4.8 KM) TO A SIDE ROAD RIGHT (EAST) .  TURN RIGHT AND GO
 RL1616'2.1 MI (3.4 KM) TO CREST OF A SMALL KNOLL, A DIM TRAIL ON THE LEFT
 RL1616'WITH A METAL WITNESS SIGN NAILED TO A TREE (THIS IS ABOUT 0.1 MI (0.2
 RL1616'KM) EAST OF A WELL USED LOGGING ROAD NORTH) , WITH A 4-WHELL DRIVE
 RL1616'VEHIGLE FOLLOW TRAIL NORTH THROUGH WOODS FOR 0.1 MI (0.2 KM) TO THE
 RL1616'MARK IN THE TRAIL (NOTE MAY REQUIRE LIGHT BRUSHING TO NAVIGATE TRAIL,
 RL1616'A STANDARD DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE
 RL1616'AND IMBEDDED IN THE GROUND, 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS
 RL1616'POST, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. NOTE---THE
 RL1616'STATION MARK HAS BEEN HIT BY EQUIPMENT AND IS LEANING ABOUT 4-INCHES
 RL1616'FROM THE VERTICAL.  THE DATABASE DATED 08-14-93 IS MISSING THE
 RL1616'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.  ALSO IT MAKES NO
 RL1616'REFERENCE AS TO THE EXISTANCE OF AN UNDERGROUND MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1769 ***********************************************************************
 NF1769  DESIGNATION -  BEAUMONT 2
 NF1769  PID         -  NF1769
 NF1769  STATE/COUNTY-  MI/INGHAM
 NF1769  COUNTRY     -  US
 NF1769  USGS QUAD   -  EAST LANSING (2017)
 NF1769
 NF1769                         *CURRENT SURVEY CONTROL
 NF1769  ______________________________________________________________________
 NF1769* NAD 83(1994) POSITION- 42 42 00.06509(N) 084 28 17.98786(W)   ADJUSTED
 NF1769* NAVD 88 ORTHO HEIGHT -   277.9   (meters)      912.    (feet) VERTCON3
 NF1769  ______________________________________________________________________
 NF1769  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 NF1769  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 NF1769  HORZ ORDER      -  THIRD
 NF1769
 NF1769.The horizontal coordinates were established by classical geodetic methods
 NF1769.and adjusted by the National Geodetic Survey in February 1997.
 NF1769
 NF1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1769
 NF1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1769.GEOID18 height accuracy estimate available here.
 NF1769
 NF1769.Click photographs - Photos may exist for this station.
 NF1769
 NF1769.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1769
 NF1769. The following values were computed from the NAD 83(1994) position.
 NF1769
 NF1769;                    North         East     Units Scale Factor Converg.
 NF1769;SPC MI S     -   133,300.046 3,991,397.700   MT  0.99991207   -0 04 17.2
 NF1769;SPC MI S     -   437,336.11 13,095,136.81   iFT  0.99991207   -0 04 17.2
 NF1769;UTM  16      - 4,730,602.837   707,085.757   MT  1.00012763   +1 42 54.8
 NF1769
 NF1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1769!SPC MI S     -   0.99996169  x   0.99991207  =   0.99987377
 NF1769!UTM  16      -   0.99996169  x   1.00012763  =   1.00008932
 NF1769
 NF1769:                Primary Azimuth Mark                     Grid Az
 NF1769:SPC MI S     -  BEAUMONT AZ MK                           321 02 00.0
 NF1769:UTM  16      -  BEAUMONT AZ MK                           319 14 48.0
 NF1769
 NF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0708530602(NAD 83)
 NF1769
 NF1769|---------------------------------------------------------------------|
 NF1769| PID    Reference Object                     Distance      Geod. Az  |
 NF1769|                                                           dddmmss.s |
 NF1769| NF1773 BEAUMONT RM 2                                      00818     |
 NF1769| NF1314 BEAUMONT                             11.258 METERS 14036     |
 NF1769| NF1774 BEAUMONT 2 RM 3                                    16110     |
 NF1769| NF1309 BEAUMONT AZ MK                      APPROX. 0.9 KM 3205742.8 |
 NF1769| NF1315 EAST LANS RAD STA WKAR TWR          APPROX. 0.7 KM 3365302.4 |
 NF1769|---------------------------------------------------------------------|
 NF1769
 NF1769                          SUPERSEDED SURVEY CONTROL
 NF1769
 NF1769  NAD 83(1986)-  42 42 00.06410(N)    084 28 18.00662(W) AD(       ) 3
 NF1769
 NF1769.Superseded values are not recommended for survey control.
 NF1769
 NF1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1769.See file dsdata.pdf to determine how the superseded data were derived.
 NF1769
 NF1769_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1769_STAMPING: BEAUMONT 2 1985
 NF1769_MARK LOGO: NGS
 NF1769_PROJECTION: FLUSH
 NF1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1769+STABILITY: SURFACE MOTION
 NF1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1769+SATELLITE: SATELLITE OBSERVATIONS - 1985
 NF1769
 NF1769  HISTORY     - Date     Condition        Report By
 NF1769  HISTORY     - 1985     MONUMENTED       NGS
 NF1769  HISTORY     - 19850315 GOOD             NGS
 NF1769  HISTORY     - 19970707 GOOD             WOOLPT
 NF1769  HISTORY     - 20030419 GOOD             USPSQD
 NF1769  HISTORY     - 20060429 GOOD             USPSQD
 NF1769
 NF1769                          STATION DESCRIPTION
 NF1769
 NF1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1769'STATION IS LOCATED IN QUAD. 420841, ABOUT 7.2 KM (4.47 MI)
 NF1769'EAST-SOUTHEAST OF THE CENTER OF LANSING, ON PROPERTY OF MICHIGAN STATE
 NF1769'UNIVERSITY, 0.32 KM (0.20 MI) NORTH FROM THE BEEF CATTLE BUILDING AND
 NF1769'IN THE SOUTHEAST 1/4 SEC. 30, T-4-N, R-1-W.
 NF1769'TO REACH THE STATION FROM THE JOLLY ROAD EXIT OFF INTERSTATE HIGHWAY
 NF1769'496, ABOUT 6.4 KM (3.98 MI) SOUTHEAST OF THE CENTER OF LANSING, GO
 NF1769'EAST ON DUNCEL DRIVE FOR 0.48 KM (0.30 MI) TO A T-ROAD JUNCTION,
 NF1769'(COLLINS ROAD).  TURN RIGHT AND GO SOUTH ON COLLINS ROAD FOR 1.28 KM
 NF1769'(0.80 MI) TO A T-ROAD JUNCTION, (JOLLY ROAD).  TURN LEFT AND GO EAST
 NF1769'ON JOLLY ROAD FOR 2.56 KM (1.59 MI) TO A PAVED CROSSROAD, (COLLEGE
 NF1769'ROAD).  TURN LEFT AND GO NORTH ON COLLEGE ROAD FOR 1.6 KM (0.99 MI)
 NF1769'TO A PAVED ROAD RIGHT, (BENNETT ROAD).  TURN RIGHT AND GO EAST ON
 NF1769'BENNETT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED SIDE ROAD LEFT,
 NF1769'(BEAUMONT ROAD).  TURN LEFT ON BEAUMONT ROAD AND GO NORTH FOR 0.16 KM
 NF1769'(0.10 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1769'STATION IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 37.8 M
 NF1769'(124.02 FT) NORTH FROM A FIELD ENTRANCE ROAD, 12.65 M (41.50 FT)
 NF1769'SOUTH FROM A 6 INCH PINE TREE, 12.19 M (39.99 FT) EAST FROM THE CENTER
 NF1769'OF BEAUMONT ROAD, 7.93 M (26.02 FT) NORTH FROM A 6 INCH PINE TREE AND
 NF1769'1.98 M (6.50 FT) WEST FROM A NORTH-SOUTH FENCE LINE AND WITNESS POST.
 NF1769'A TRAVERSE CONNECTION WAS MADE TO STATION BEAUMONT 1976 USING
 NF1769'STANDARDIZED TAPES AND TO BEAUMONT 1976 AZIMUTH USING ELECTRONIC
 NF1769'DISTANCE MEASURING EQUIPMENT.
 NF1769'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1769
 NF1769                          STATION RECOVERY (1985)
 NF1769
 NF1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 NF1769'THE STATION IS LOCATED ABOUT 4 1/2 MILES EAST SOUTHEAST OF THE CENTER
 NF1769'OF LANSING ON MICHIGAN STATE UNIVERSITY PROPERTY AND 0.2 MILE (0.3 KM)
 NF1769'NORTH FO THE BEEF CATTLE BUILDING IN THE SOUTHEAST 1/4 SEC 30 7 4 N R
 NF1769'1 W.  OWNERSHIP --MICHIGAN STATE UNIVERSITY.  TO REACH THE STATION
 NF1769'FROM THE JOLLY ROAD EXIT OFF INTERSTATE 496 ABOUT 4.0 MILES (6.4 KM)
 NF1769'SOUTHEAST OF THE CENTER OF LANSING GO EAST ON DUNCEL DRIVE FOR 0.3
 NF1769'MILE (0.5 KM) TO A T ROAD JUNCTION ( COLLINS ROAD) . TURN RIGHT AND GO
 NF1769'SOUTH ON COLLINS ROAD FOR 0.8 MILE (1.3 KM) TO A T ROAD JUNCTION
 NF1769'(JOLLY ROAD) .  TURN LEFT AND GO EAST ON JOLLY ROAD FOR 1.5 MILES
 NF1769'(2.4 KM) TO A PAVED CROSSROAD (COLLEGE ROAD).  TURN LEFT AND GO NORTH
 NF1769'ON COLLEGE ROAD FOR 1.0 MILE (1.6 KM) TO A PAVED ROAD RIGHT (BENNETT
 NF1769'ROAD) .  TURN RIGHT AND GO EAST ON BENNETT ROAD FOR 0.6 MILE (1.0 M)
 NF1769'TO A PAVED SIDE ROAD LEFT (BEAUMONT ROAD). TURN LEFT ON BEAUMONT ROAD
 NF1769'AND GO NORTH FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT AS
 NF1769'DESCRIBED.
 NF1769'
 NF1769'THE STATION IS A STANDARD NGS DISK STAMPED--BEAUMONT 2 1985--,  SET
 NF1769'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN
 NF1769'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 37.795 METERS
 NF1769'(123.999 FT) NORTH FROM A FIELD ENTRANCE ROAD, 12.649 METERS
 NF1769'(41.499 FT) SOUTH FROM A 6 INCH PINE TREE, 1.981 METERS (6.499 FT)
 NF1769'WEST FROM A N S FENCE LINE AND WITNESS POST.
 NF1769'
 NF1769'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BEAUMONT NO 2
 NF1769'1976--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM
 NF1769'(12 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 NF1769'14.021 METERS (46.001 FT) EAST FROM THE CENTER OF BEAUMONT ROAD
 NF1769'AND 0.152 METERS (0.499 FT) EAST FROM THE N S FENCE LINE AND 0.3
 NF1769'METERS (1.0 FT) BELOW THE STATION.
 NF1769'
 NF1769'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BEAUMONT 2 NO 3
 NF1769'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM
 NF1769'(19 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 NF1769'32.004 METERS (105.000 FT) NORTH FROM THE FIELD ENTRANCE ROAD, 13.868
 NF1769'METERS (45.499 FT) EAST FROM THE CENTER OF BEAUMONT ROAD, 3.962 METERS
 NF1769'(12.999 FT) NORTH FROM A METAL WITNESS POST AND 0.762 METERS (2.500
 NF1769'FT) WEST FROM THE N S FENCE LINE AND 0.2 METERS (0.7 FT) ABOVE THE
 NF1769'STATION.
 NF1769'
 NF1769'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--BEAUMONT 1976--, SET
 NF1769'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM (12 INCHE)S IN
 NF1769'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 10.058 METERS
 NF1769'(32.99 FT) EAST FROM THE CENTER OF FARM LANE ROAD, 5.182 METERS
 NF1769'(17.001 FT) SOUTHEAST FROM THE CONCRETE FOOTING OF A ROAD SIGN AND
 NF1769'1.372 METERS (4.501 FT) SOUTH FROM A UTILITY POLE.  TO REACH THE
 NF1769'AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON BEAUMONT ROAD FOR 0.25
 NF1769'MILE (0.40 KM) TO A SIDE ROAD LEFT (FOREST ROAD).  TURN LEFT ON
 NF1769'FOREST ROAD AND GO WEST FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD RIGHT
 NF1769'(FARM LANE ROAD).  TURN RIGHT AND GO NORTH ON FARM LANE ROAD FOR 0.1
 NF1769'MILE (0.2 KM) TO MARK ON RIGHT.
 NF1769
 NF1769                          STATION RECOVERY (1997)
 NF1769
 NF1769'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1769'RECOVERED IN GOOD CONDITION.
 NF1769
 NF1769                          STATION RECOVERY (2003)
 NF1769
 NF1769'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1769'THE TOWERS HAVE BEEN REMOVED
 NF1769
 NF1769                          STATION RECOVERY (2006)
 NF1769
 NF1769'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1309 ***********************************************************************
 NF1309  DESIGNATION -  BEAUMONT AZ MK
 NF1309  PID         -  NF1309
 NF1309  STATE/COUNTY-  MI/INGHAM
 NF1309  COUNTRY     -  US
 NF1309  USGS QUAD   -  EAST LANSING (2017)
 NF1309
 NF1309                         *CURRENT SURVEY CONTROL
 NF1309  ______________________________________________________________________
 NF1309* NAD 83(1994) POSITION- 42 42 21.54570(N) 084 28 41.60607(W)   ADJUSTED
 NF1309* NAVD 88 ORTHO HEIGHT -   263.3   (meters)      864.    (feet) VERTCON3
 NF1309  ______________________________________________________________________
 NF1309  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 NF1309  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 NF1309  HORZ ORDER      -  SECOND
 NF1309
 NF1309.The horizontal coordinates were established by classical geodetic methods
 NF1309.and adjusted by the National Geodetic Survey in February 1997.
 NF1309
 NF1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1309
 NF1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1309.GEOID18 height accuracy estimate available here.
 NF1309
 NF1309.Click photographs - Photos may exist for this station.
 NF1309
 NF1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1309
 NF1309. The following values were computed from the NAD 83(1994) position.
 NF1309
 NF1309;                    North         East     Units Scale Factor Converg.
 NF1309;SPC MI S     -   133,963.515 3,990,861.072   MT  0.99991174   -0 04 33.3
 NF1309;SPC MI S     -   439,512.84 13,093,376.22   iFT  0.99991174   -0 04 33.3
 NF1309;UTM  16      - 4,731,249.391   706,528.583   MT  1.00012480   +1 42 39.5
 NF1309
 NF1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1309!SPC MI S     -   0.99996398  x   0.99991174  =   0.99987573
 NF1309!UTM  16      -   0.99996398  x   1.00012480  =   1.00008878
 NF1309
 NF1309:                Primary Azimuth Mark                     Grid Az
 NF1309:SPC MI S     -  BEAUMONT                                 141 01 42.9
 NF1309:UTM  16      -  BEAUMONT                                 139 14 30.1
 NF1309
 NF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0652831249(NAD 83)
 NF1309
 NF1309|---------------------------------------------------------------------|
 NF1309| PID    Reference Object                     Distance      Geod. Az  |
 NF1309|                                                           dddmmss.s |
 NF1309| NF1308 BEAUMONT AZ MK A PT 1976              7.066 METERS 02051     |
 NF1309| NF1315 EAST LANS RAD STA WKAR TWR          266.935 METERS 09536     |
 NF1309| NF1314 BEAUMONT                            APPROX. 0.9 KM 1405709.6 |
 NF1309|---------------------------------------------------------------------|
 NF1309
 NF1309                          SUPERSEDED SURVEY CONTROL
 NF1309
 NF1309  NAD 83(1986)-  42 42 21.54469(N)    084 28 41.62485(W) AD(       ) 2
 NF1309  NAD 27      -  42 42 21.41821(N)    084 28 41.70993(W) AD(       ) 2
 NF1309  NGVD 29 (07/19/86)  263.4    (m)          864.     (f) VERT ANG       
 NF1309
 NF1309.Superseded values are not recommended for survey control.
 NF1309
 NF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1309.See file dsdata.pdf to determine how the superseded data were derived.
 NF1309
 NF1309_MARKER: DZ = AZIMUTH MARK DISK
 NF1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1309_STAMPING: BEAUMONT 1976
 NF1309_MARK LOGO: NGS
 NF1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1309+STABILITY: SURFACE MOTION
 NF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1309+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 NF1309
 NF1309  HISTORY     - Date     Condition        Report By
 NF1309  HISTORY     - 1976     MONUMENTED       NGS
 NF1309  HISTORY     - 1976     GOOD             NONE
 NF1309  HISTORY     - 19850315 GOOD             NGS
 NF1309  HISTORY     - 20030706 GOOD             GEOCAC
 NF1309  HISTORY     - 20060429 GOOD             USPSQD
 NF1309
 NF1309                          STATION DESCRIPTION
 NF1309
 NF1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1309'STATION MARK, A STANDARD DISK STAMPED BEAUMONT 1976, IS SET IN THE
 NF1309'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1309'THE GROUND SURFACE.  IT IS 33 FEET EAST OF THE APPROXIMATE CENTER
 NF1309'OF A PAVED ROAD, 17 FEET SOUTHEAST OF A CONCRETE FOOTING OF A LARGE
 NF1309'ROAD SIGN, 4.5 FEET SOUTH OF A POWERLINE POLE AND 3.5 FEET NORTH
 NF1309'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NF1309'
 NF1309'TO REACH THE STATION MARK GO NORTH ON BEAUMONT ROAD FOR 0.25 MILE TO
 NF1309'FOREST ROAD ON THE LEFT, TURN LEFT ON FOREST ROAD AND GO 0.3 MILE TO
 NF1309'FARM LANE ROAD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 NF1309'STATION MARK ON THE RIGHT.
 NF1309'
 NF1309'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT SURFACE MARK.
 NF1309
 NF1309                          STATION RECOVERY (1976)
 NF1309
 NF1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1309'RECOVERED IN GOOD CONDITION.
 NF1309
 NF1309                          STATION RECOVERY (1985)
 NF1309
 NF1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1309'STATION IS LOCATED IN QUAD. 420841, ABOUT 7.2 KM (4.47 MI)
 NF1309'EAST-SOUTHEAST FROM THE CENTER OF LANSING, ON PROPERTY OF MICHIGAN
 NF1309'STATE UNIVERSITY, 0.32 KM (0.20 MI) NORTH FROM THE BEEF CATTLE
 NF1309'BUILDING AND IN THE SOUTHEAST 1/4 SEC. 30, T-4-N, R-1-W.
 NF1309'TO REACH FROM THE JOLLY ROAD EXIT OFF INTERSTATE HIGHWAY 496, ABOUT
 NF1309'6.4 KM (3.98 MI) SOUTHEAST OF THE CENTER OF LANSING, GO EAST ON
 NF1309'DUNCEL DRIVE FOR 0.48 KM (0.30 MI) TO A T-ROAD JUNCTION, (COLLINS
 NF1309'ROAD).  TURN RIGHT AND GO SOUTH ON COLLINS ROAD FOR 1.28 KM
 NF1309'(0.80 MI) TO A T-ROAD, (JOLLY ROAD).  TURN LEFT AND GO EAST ON JOLLY
 NF1309'ROAD FOR 2.56 KM (1.59 MI) TO A PAVED CROSSROAD, (COLLEGE ROAD).
 NF1309'TURN LEFT AND GO NORTH ON COLLEGE ROAD FOR 1.6 KM (0.99 MI) TO A
 NF1309'PAVED ROAD RIGHT, (BENNETT ROAD).  TURN RIGHT AND GO EAST ON BENNETT
 NF1309'ROAD FOR 0.96 KM (0.60 MI) TO A PAVED SIDE ROAD LEFT, (BEAUMONT ROAD)
 NF1309'.  TURN LEFT ON BEAUMONT ROAD AND GO NORTH FOR 0.16 KM (0.10 MI) TO
 NF1309'THE STATION BEAUMONT 2 1976 ON THE RIGHT AS DESCRIBED.  CONTINUE
 NF1309'NORTH ON BEAUMONT ROAD FOR 0.40 KM (0.25 MI) TO FOREST ROAD ON LEFT.
 NF1309'TURN LEFT ON FOREST ROAD AND GO 0.48 KM (0.30 MI) TO FARM LANE ROAD
 NF1309'RIGHT.  TURN RIGHT AND GO NORTH ON FARM LANE ROAD FOR 0.16 KM
 NF1309'(0.10 MI) TO THE MARK ON RIGHT AS DESCRIBED.
 NF1309'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 10.058 M
 NF1309'(32.999 FT) EAST FROM THE CENTER OF FARM LANE ROAD, 5.182 M
 NF1309'(17.001 FT) SOUTHEAST FROM THE CONCRETE FOOTING OF A ROAD SIGN AND
 NF1309'1.372 M (4.501 FT) SOUTH FROM A UTILITY POLE.
 NF1309'A TRAVERSE CONNECTION WAS MADE TO STATION BEAUMONT 2 1985 USING
 NF1309'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1309'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1309
 NF1309                          STATION RECOVERY (2003)
 NF1309
 NF1309'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1309'RECOVERED IN GOOD CONDITION.
 NF1309
 NF1309                          STATION RECOVERY (2006)
 NF1309
 NF1309'RECOVERY NOTE BY US POWER SQUADRON 2006
 NF1309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0500 ***********************************************************************
 OK0500  DESIGNATION -  BEAVER
 OK0500  PID         -  OK0500
 OK0500  STATE/COUNTY-  MI/BAY
 OK0500  COUNTRY     -  US
 OK0500  USGS QUAD   -  WILLARD (2017)
 OK0500
 OK0500                         *CURRENT SURVEY CONTROL
 OK0500  ______________________________________________________________________
 OK0500* NAD 83(2011) POSITION- 43 40 02.19652(N) 084 00 43.65776(W)   NO CHECK
 OK0500* NAD 83(2011) ELLIP HT-   156.876 (meters)        (06/27/12)   NO CHECK
 OK0500* NAD 83(2011) EPOCH   -  2010.00
 OK0500* NAVD 88 ORTHO HEIGHT -   191.426 (meters)      628.04  (feet) ADJUSTED
 OK0500  ______________________________________________________________________
 OK0500  GEOID HEIGHT    -        -34.570 (meters)                     GEOID18
 OK0500  NAD 83(2011) X  -    482,073.432 (meters)                     COMP
 OK0500  NAD 83(2011) Y  - -4,595,979.741 (meters)                     COMP
 OK0500  NAD 83(2011) Z  -  4,381,532.575 (meters)                     COMP
 OK0500  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 OK0500  DYNAMIC HEIGHT  -        191.390 (meters)      627.92  (feet) COMP
 OK0500  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 OK0500
 OK0500  VERT ORDER      -  FIRST     CLASS II
 OK0500
 OK0500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0500  Standards:
 OK0500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0500  -------------------------------------------------------------------
 OK0500  NETWORK    3.59   9.88           1.70   1.10   5.04      0.00237471
 OK0500  -------------------------------------------------------------------
 OK0500  Click here for local accuracies and other accuracy information.
 OK0500
 OK0500.The horizontal coordinates were established by GPS observations
 OK0500.and adjusted by the National Geodetic Survey in June 2012.
 OK0500
 OK0500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0500.been affixed to the stable North American tectonic plate. See 
 OK0500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0500
 OK0500.The horizontal coordinates are valid at the epoch date displayed above
 OK0500.which is a decimal equivalence of Year/Month/Day.
 OK0500
 OK0500.No horizontal observational check was made to the station.
 OK0500
 OK0500.The orthometric height was determined by differential leveling and
 OK0500.adjusted by the NATIONAL GEODETIC SURVEY
 OK0500.in October 2009.
 OK0500
 OK0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0500.GEOID18 height accuracy estimate available here.
 OK0500
 OK0500.Click photographs - Photos may exist for this station.
 OK0500
 OK0500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0500
 OK0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0500
 OK0500.The ellipsoidal height was determined by GPS observations
 OK0500.and is referenced to NAD 83.
 OK0500
 OK0500.The dynamic height is computed by dividing the NAVD 88
 OK0500.geopotential number by the normal gravity value computed on the
 OK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0500.degrees latitude (g = 980.6199 gals.).
 OK0500
 OK0500.The modeled gravity was interpolated from observed gravity values.
 OK0500
 OK0500. The following values were computed from the NAD 83(2011) position.
 OK0500
 OK0500;                    North         East     Units Scale Factor Converg.
 OK0500;SPC MI S     -   240,806.498 4,028,594.613   MT  1.00000015   +0 14 28.6
 OK0500;SPC MI S     -   790,047.57 13,217,173.93   iFT  1.00000015   +0 14 28.6
 OK0500;UTM  16      - 4,839,257.945   740,889.908   MT  1.00031381   +2 03 50.5
 OK0500;UTM  17      - 4,839,328.708   257,154.563   MT  1.00032545   -2 04 50.9
 OK0500
 OK0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0500!SPC MI S     -   0.99997540  x   1.00000015  =   0.99997555
 OK0500!UTM  16      -   0.99997540  x   1.00031381  =   1.00028920
 OK0500!UTM  17      -   0.99997540  x   1.00032545  =   1.00030084
 OK0500
 OK0500:                Primary Azimuth Mark                     Grid Az
 OK0500:SPC MI S     -  BAY CITY CONSUMER FLOUR N STK            100 29 21.8
 OK0500:UTM  16      -  BAY CITY CONSUMER FLOUR N STK            098 39 59.9
 OK0500:UTM  17      -  BAY CITY CONSUMER FLOUR N STK            102 48 41.3
 OK0500
 OK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4088939257(NAD 83)
 OK0500
 OK0500|---------------------------------------------------------------------|
 OK0500| PID    Reference Object                     Distance      Geod. Az  |
 OK0500|                                                           dddmmss.s |
 OK0500| CH0793 BEAVER RM 1                          16.377 METERS 06007     |
 OK0500| OJ1056 BAY CITY CONSUMER FLOUR N STK       APPROX.14.0 KM 1004350.4 |
 OK0500| OJ1057 BAY CITY CONSUMER FLOUR S STK       APPROX.13.9 KM 1025441.0 |
 OK0500| CH0794 BEAVER RM 2                          12.047 METERS 30710     |
 OK0500|---------------------------------------------------------------------|
 OK0500
 OK0500                          SUPERSEDED SURVEY CONTROL
 OK0500
 OK0500  NAD 83(2007)-  43 40 02.19678(N)    084 00 43.65866(W) AD(2002.00) 0
 OK0500  ELLIP H (02/10/07)  156.924  (m)                       GP(2002.00)    
 OK0500  ELLIP H (07/12/02)  156.915  (m)                       GP(       ) 4 2
 OK0500  NAD 83(1994)-  43 40 02.19685(N)    084 00 43.65893(W) AD(       ) 1
 OK0500  ELLIP H (09/20/95)  156.909  (m)                       GP(       ) 1 2
 OK0500  NAD 83(1986)-  43 40 02.18868(N)    084 00 43.67976(W) AD(       ) 1
 OK0500  NAD 27      -  43 40 02.10585(N)    084 00 43.74834(W) AD(       ) 1
 OK0500  NAVD 88 (09/20/95)  191.4    (m)  GEOID93  model used  GPS OBS        
 OK0500  NAVD 88 (09/30/91)  191.0    (m)  UNKNOWN  model used  GPS OBS        
 OK0500  NGVD 29 (07/19/86)  192.1    (m)          630.     (f) VERT ANG       
 OK0500
 OK0500.Superseded values are not recommended for survey control.
 OK0500
 OK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0500.See file dsdata.pdf to determine how the superseded data were derived.
 OK0500
 OK0500_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0500_STAMPING: BEAVER 1981
 OK0500_MARK LOGO: NGS
 OK0500_PROJECTION: RECESSED 3 CENTIMETERS
 OK0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0500+STABILITY: SURFACE MOTION
 OK0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0500+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 OK0500
 OK0500  HISTORY     - Date     Condition        Report By
 OK0500  HISTORY     - 1981     MONUMENTED       NGS
 OK0500  HISTORY     - 1981     GOOD             NGS
 OK0500  HISTORY     - 19890301 GOOD             NGS
 OK0500  HISTORY     - 19940512 GOOD             NGS
 OK0500  HISTORY     - 20031027 GOOD             USPSQD
 OK0500  HISTORY     - 20040511 GOOD             INDIV
 OK0500  HISTORY     - 20040530 GOOD             WADTRI
 OK0500  HISTORY     - 20080423 GOOD             COLEM
 OK0500  HISTORY     - 20141205 GOOD             INDIV
 OK0500
 OK0500                          STATION DESCRIPTION
 OK0500
 OK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OK0500'THE STATION IS LOCATED ABOUT 20.8 KM (13 MI) SOUTH OF PINCONNING, 11.2
 OK0500'KM (7 MI) NORTHWEST OF BAY CITY, 7.2 KM (4 1/2 MI) WEST OF THE SHORE
 OK0500'OF SAGINAW BAY, ON INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND IN THE NE
 OK0500'1/4,S 32,TI5N,R4E OF KAWKAWLIN TOWNSHIP.  OWNERSHIP--MICHIGAN
 OK0500'DEPARTMENT OF STATE HIGHWAYS, P.O. BOX DRAWER K, LANSING, MICHIGAN
 OK0500'48904.  TELEPHONE (517)  373-2120.
 OK0500'
 OK0500'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 OK0500'U.S. HIGHWAY 10, STATE HIGHWAYS 15 AND 25, WHICH IS ABOUT 4 MILES WEST
 OK0500'OF BAY CITY, GO NORTH ON INTERSTATE HIGHWAY 75 FOR 9.3 KM (5.8 MILES)
 OK0500'TO THE BEAVER ROAD EXIT ON THE RIGHT AND A GUARD RAIL ON THE LEFT.
 OK0500'TURN LEFT AND GO NORTH ON THE WEST-SIDE OF THE GUARD RAIL FOR 0.1 KM
 OK0500'(0.05 MILE) TO THE STATION IN THE MEDIAN, JUST SOUTH OF BEAVER ROAD.
 OK0500'
 OK0500'THE STATION IS A STANDARD NGS DISK STAMPED---BEAVER 1981---, SET INTO
 OK0500'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 OK0500'GROUND.  IT IS LOCATED 22.61 METERS (74.1 FT) WEST FROM THE CENTER OF
 OK0500'THE HIGHWAY, 13.65 METERS (44.9 FT) EAST FROM THE CENTER OF THE
 OK0500'HIGHWAY AND 2.56 METERS (8.5 FT) SOUTH FROM A METAL WITNESS POST AND A
 OK0500'GUARD RAIL.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 OK0500'---BEAVER 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS
 OK0500'BELOW THE SURFACE.
 OK0500'
 OK0500'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 OK0500'---BEAVER NO 1 1981---, SET INTO A CONCRETE HEADWALL OF THE OVERPASS.
 OK0500'IT IS LOCATED 15.40 METERS (50.11 FT) EAST FROM A METAL WITNESS POST,
 OK0500'4.98 METERS (16.4 FT) WEST FROM THE CENTER OF THE HIGHWAY AND 6.28
 OK0500'METERS (20.7 FT) NORTH FROM A GUARD RAIL AND AT THE SOUTH END OF THE
 OK0500'OVERPASS.  MARK IS LEVEL WITH STATION.
 OK0500'
 OK0500'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 OK0500'---BEAVER NO 2 1981---, SET INTO A CONCRETE HEADWALL OF AN OVERPASS.
 OK0500'IT IS LOCATED 10.43 METERS (34.2 FT) NORTHWEST FROM A METAL WITNESS
 OK0500'POST, 6.42 METERS (21.1 FT) NORTH FROM THE WESTEND OF A GUARD RAIL AND
 OK0500'6.75 METERS (27.2 FT) EAST FROM THE CENTER OF THE HIGHWAY AND AT THE
 OK0500'SOUTH END OF THE OVERPASS.  MARK IS LEVEL WITH STATION.
 OK0500'
 OK0500'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OK0500'
 OK0500'DESCRIBED BY R. T. WOODRUFF.
 OK0500
 OK0500                          STATION RECOVERY (1981)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (1989)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0500'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) NORTHEAST OF MIDLAND,
 OK0500'9.5 KM (5.90 MI) SOUTHWEST OF LINWOOD AND 9.0 KM (5.60 MI) NORTHWEST
 OK0500'OF BAY CITY.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION, P.O
 OK0500'DRAWER K, LANSING MI 48904.  PHONE IS 517-373-2120.
 OK0500'
 OK0500'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75
 OK0500'(EXIT 162) AND U.S.HIGHWAY 10 ABOUT 6.4 KM (4.00 MI) WEST OF BAY CITY,
 OK0500'GO NORTHERLY ON HIGHWAY 75 FOR 9.52 KM (5.90 MI) TO THE SOUTH END OF
 OK0500'THE BEAVER ROAD (EXIT 168) OVERPASS AND THE STATION ON THE LEFT.
 OK0500'
 OK0500'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 OK0500'MONUMENT THAT IS RECESSED 3 CM BELOW THE GROUND.  LOCATED 22.6 M
 OK0500'(74.1 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY
 OK0500'75, 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 OK0500'HIGHWAY 75 AND 2.6 M (8.5 FT) SOUTH OF A GUARDRAIL AND METAL WITNESS
 OK0500'POST.  DESCRIBED BY E.J. HANSMANN.
 OK0500
 OK0500                          STATION RECOVERY (1994)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0500'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 OK0500'FOR.  STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTHWEST OF BAY CITY,
 OK0500'IN THE MEDIAN OF INTERSTATE HIGHWAY 75, ON THE SOUTH SIDE OF THE
 OK0500'JUNCTION OF HIGHWAY 75 AND BEAVER ROAD (EXIT 168).  OWNERSHIP--STATE
 OK0500'DEPARTMENT OF TRANSPORTATION.
 OK0500'
 OK0500'STATION IS RECESSED 2 CM BELOW GROUND.  IT IS 9.6 M (31.5 FT) EAST OF
 OK0500'THE PAVEMENT EDGE OF THE SOUTHBOUND LANES, 19.3 M (63.3 FT) WEST OF
 OK0500'THE PAVEMENT EDGE OF THE NORTHBOUND LANES, 12.9 M (42.3 FT) SOUTHEAST
 OK0500'OF THE SOUTH END OF THE EAST BANNISTER OF THE BRIDGE FOR THE
 OK0500'SOUTHBOUND LANES, AND 2.6 M (8.5 FT) SOUTH OF A METAL WITNESS POST AND
 OK0500'A GUARDRAIL.
 OK0500'
 OK0500'NOTE-IF GROUND IS WET, IT MAY BE EASIER TO PARK ON BEAVER ROAD
 OK0500'UNDERNEATH THE OVERPASS.  DESCRIBED BY G.R. HEID.
 OK0500
 OK0500                          STATION RECOVERY (2003)
 OK0500
 OK0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (2004)
 OK0500
 OK0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (2004)
 OK0500
 OK0500'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OK0500'DESCRIPTION IS ADEQUATE
 OK0500
 OK0500                          STATION RECOVERY (2008)
 OK0500
 OK0500'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OK0500'RECOVERED AS DESCRIBED.
 OK0500
 OK0500                          STATION RECOVERY (2014)
 OK0500
 OK0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 OK0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0632 ***********************************************************************
 PL0632  DESIGNATION -  BEAVER
 PL0632  PID         -  PL0632
 PL0632  STATE/COUNTY-  MI/CRAWFORD
 PL0632  COUNTRY     -  US
 PL0632  USGS QUAD   -  LAKE MARGRETHE (2017)
 PL0632
 PL0632                         *CURRENT SURVEY CONTROL
 PL0632  ______________________________________________________________________
 PL0632* NAD 83(1994) POSITION- 44 37 38.64683(N) 084 46 37.33609(W)   ADJUSTED
 PL0632* NAD 83(1994) ELLIP HT-   345.221 (meters)        (02/03/97)   ADJUSTED
 PL0632* NAVD 88 ORTHO HEIGHT -   379.5   (meters)     1245.    (feet) GPS OBS
 PL0632  ______________________________________________________________________
 PL0632  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0632  GEOID HEIGHT    -        -33.940 (meters)                     GEOID93
 PL0632  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 PL0632  NAD 83(1994) X  -    413,922.887 (meters)                     COMP
 PL0632  NAD 83(1994) Y  - -4,528,140.478 (meters)                     COMP
 PL0632  NAD 83(1994) Z  -  4,458,217.374 (meters)                     COMP
 PL0632  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 PL0632  HORZ ORDER      -  FIRST
 PL0632  ELLP ORDER      -  FOURTH    CLASS I
 PL0632
 PL0632.The horizontal coordinates were established by GPS observations
 PL0632.and adjusted by the National Geodetic Survey in February 1997.
 PL0632
 PL0632.The orthometric height was determined by GPS observations and a
 PL0632.high-resolution geoid model.
 PL0632
 PL0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0632.GEOID18 height accuracy estimate available here.
 PL0632
 PL0632.Click photographs - Photos may exist for this station.
 PL0632
 PL0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0632
 PL0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0632
 PL0632.The ellipsoidal height was determined by GPS observations
 PL0632.and is referenced to NAD 83.
 PL0632
 PL0632. The following values were computed from the NAD 83(1994) position.
 PL0632
 PL0632;                    North         East     Units Scale Factor Converg.
 PL0632;SPC MI C     -   145,731.535 5,967,437.005   MT  0.99992783   -0 17 23.6
 PL0632;SPC MI C     -   478,121.83 19,578,205.40   iFT  0.99992783   -0 17 23.6
 PL0632;UTM  16      - 4,943,964.488   676,335.862   MT  0.99998239   +1 33 43.3
 PL0632
 PL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0632!SPC MI C     -   0.99994587  x   0.99992783  =   0.99987371
 PL0632!UTM  16      -   0.99994587  x   0.99998239  =   0.99992827
 PL0632
 PL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7633543964(NAD 83)
 PL0632
 PL0632|---------------------------------------------------------------------|
 PL0632| PID    Reference Object                     Distance      Geod. Az  |
 PL0632|                                                           dddmmss.s |
 PL0632| PL0633 CAMP                                351.878 METERS 00501     |
 PL0632|---------------------------------------------------------------------|
 PL0632
 PL0632                          SUPERSEDED SURVEY CONTROL
 PL0632
 PL0632  NAD 83(1986)-  44 37 38.64134(N)    084 46 37.32769(W) AD(       ) 1
 PL0632
 PL0632.Superseded values are not recommended for survey control.
 PL0632
 PL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0632.See file dsdata.pdf to determine how the superseded data were derived.
 PL0632
 PL0632_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0632_STAMPING: BEAVER 1993
 PL0632_MARK LOGO: NGS
 PL0632_PROJECTION: FLUSH
 PL0632_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0632+STABILITY: SURFACE MOTION
 PL0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0632
 PL0632  HISTORY     - Date     Condition        Report By
 PL0632  HISTORY     - 1993     MONUMENTED       NGS
 PL0632
 PL0632                          STATION DESCRIPTION
 PL0632
 PL0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 PL0632'STATION IS LOCATED IN QUAD 440844.  IT IS IN THE SOUTHEAST 1/4 OF
 PL0632'SECTION 22, T-26-N, R-4-W, GRAYLING TOWNSHIP.  ABOUT 2-1/2 MILES
 PL0632'SOUTHWEST FROM GRAYLING AND ON THE CAMP GRAYLING ARMY BASE. PERMISSON
 PL0632'TO ESTABLISH STATION WAS OBTAINED FROM LIEUTENANT COLONEL LEE (DOC)
 PL0632'E. LAWSON, DIRECTOR OF ENGINEERING AND HOUSING, DEPARTMENT OF
 PL0632'MILITARY AFFAIRS, CAMP GRAYLING, MICHIGAN 49739-0001.  PHONE NUMBER
 PL0632'(517)348-3613.
 PL0632'TO REACH FROM THE JUNCTION OF STATE ROUTES M-72 AND M-93 AT THE WEST
 PL0632'SIDE OF GRAYLING, GO SOUTH ON M-93 FOR 2.4 MILES (3.9 KM) TO THE
 PL0632'ENTRANCE CHECK POINT OF CAMP GRAYLING ARMY BASE.  CONTINUE INTO CAMP
 PL0632'GRAYLING GOING SOUTHERLY FOR 0.55 MILES (0.89 KM) ON WHAT IS NOW HOWE
 PL0632'RD TO A BANDSTAND NUMBER 45 ON THE LEFT AND A 80 FOOT (24.4 M)
 PL0632'FLAGPOLE BEHIND THE BANDSTAND AT THE CREST OF THE HILL.  THE STATION
 PL0632'IS JUST NORTH OF FLAGPOLE ABOUT 25 FEET.
 PL0632'STATION IS SET FLUSH WITH GROUND.  IT IS 2.0 FEET (0.6 M) SOUTH FROM A
 PL0632'CARSONITE WITNESS POST, 24.6 FEET (7.5 M) NORTH-NORTHEAST FROM THE
 PL0632'FLAGPOLE, 237.0 FEET (72.2 M) EAST FROM THE NORTHEAST CONCRETE CORNER
 PL0632'OF THE BANDSTAND NUMBER 45 AND 321.0 FEET (97.8 M) EAST FROM THE
 PL0632'CENTER OF HOWE RD.  THERE IS A METAL ROD DRIVEN INTO THE GROUND ON
 PL0632'EACH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0853 ***********************************************************************
 QK0853  DESIGNATION -  BEAVER IS LIGHTHOUSE
 QK0853  PID         -  QK0853
 QK0853  STATE/COUNTY-  MI/CHARLEVOIX
 QK0853  COUNTRY     -  US
 QK0853  USGS QUAD   -  BEAVER ISLAND SOUTH (2017)
 QK0853
 QK0853                         *CURRENT SURVEY CONTROL
 QK0853  ______________________________________________________________________
 QK0853* NAD 83(1994) POSITION- 45 34 32.29034(N) 085 34 24.74213(W)   ADJUSTED
 QK0853  ______________________________________________________________________
 QK0853  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 QK0853  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 QK0853  HORZ ORDER      -  THIRD
 QK0853
 QK0853.The horizontal coordinates were established by classical geodetic methods
 QK0853.and adjusted by the National Geodetic Survey in February 1997.
 QK0853
 QK0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0853.GEOID18 height accuracy estimate available here.
 QK0853
 QK0853.Click photographs - Photos may exist for this station.
 QK0853
 QK0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0853
 QK0853. The following values were computed from the NAD 83(1994) position.
 QK0853
 QK0853;                    North         East     Units Scale Factor Converg.
 QK0853;SPC MI C     -   251,723.212 5,905,805.497   MT  0.99997362   -0 51 09.2
 QK0853;SPC MI C     -   825,863.56 19,376,002.29   iFT  0.99997362   -0 51 09.2
 QK0853;UTM  16      - 5,047,889.062   611,295.270   MT  0.99975229   +1 01 07.8
 QK0853
 QK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1129547889(NAD 83)
 QK0853
 QK0853                          SUPERSEDED SURVEY CONTROL
 QK0853
 QK0853  NAD 83(1986)-  45 34 32.28597(N)    085 34 24.73970(W) AD(       ) 3
 QK0853  NAD 27      -  45 34 32.31957(N)    085 34 24.51206(W) AD(       ) 3
 QK0853  USSD        -  45 34 32.85100(N)    085 34 23.83900(W) AD(       ) 3
 QK0853
 QK0853.Superseded values are not recommended for survey control.
 QK0853
 QK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0853.See file dsdata.pdf to determine how the superseded data were derived.
 QK0853
 QK0853_MARKER: 13 = LIGHTHOUSE
 QK0853
 QK0853  HISTORY     - Date     Condition        Report By
 QK0853  HISTORY     - UNK      FIRST OBSERVED   USLS
 QK0853
 QK0853                          STATION DESCRIPTION
 QK0853
 QK0853'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0802 ***********************************************************************
 QK0802  DESIGNATION -  BEAVER ISLAND
 QK0802  PID         -  QK0802
 QK0802  STATE/COUNTY-  MI/CHARLEVOIX
 QK0802  COUNTRY     -  US
 QK0802  USGS QUAD   -  BEAVER ISLAND SOUTH OE E (2017)
 QK0802
 QK0802                         *CURRENT SURVEY CONTROL
 QK0802  ______________________________________________________________________
 QK0802* NAD 83(1994) POSITION- 45 36 25.44734(N) 085 29 49.32225(W)   ADJUSTED
 QK0802* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0802  ______________________________________________________________________
 QK0802  GEOID HEIGHT    -        -35.283 (meters)                     GEOID18
 QK0802  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 QK0802  HORZ ORDER      -  FIRST
 QK0802
 QK0802.The horizontal coordinates were established by classical geodetic methods
 QK0802.and adjusted by the National Geodetic Survey in February 1997.
 QK0802
 QK0802.The orthometric height was scaled from a topographic map.
 QK0802
 QK0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0802.GEOID18 height accuracy estimate available here.
 QK0802
 QK0802.Click photographs - Photos may exist for this station.
 QK0802
 QK0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0802
 QK0802. The following values were computed from the NAD 83(1994) position.
 QK0802
 QK0802;                    North         East     Units Scale Factor Converg.
 QK0802;SPC MI C     -   255,130.272 5,911,824.916   MT  0.99997984   -0 47 54.6
 QK0802;SPC MI C     -   837,041.57 19,395,751.04   iFT  0.99997984   -0 47 54.6
 QK0802;UTM  16      - 5,051,490.158   617,198.904   MT  0.99976887   +1 04 26.7
 QK0802
 QK0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0802!SPC MI C     -   0.99997732  x   0.99997984  =   0.99995716
 QK0802!UTM  16      -   0.99997732  x   0.99976887  =   0.99974619
 QK0802
 QK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1719851490(NAD 83)
 QK0802
 QK0802                          SUPERSEDED SURVEY CONTROL
 QK0802
 QK0802  NAD 83(1986)-  45 36 25.44332(N)    085 29 49.32019(W) AD(       ) 1
 QK0802  NAD 27      -  45 36 25.43654(N)    085 29 49.04987(W) AD(       ) 1
 QK0802  USSD        -  45 36 25.99200(N)    085 29 48.34000(W) AD(       ) 3
 QK0802
 QK0802.Superseded values are not recommended for survey control.
 QK0802
 QK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0802.See file dsdata.pdf to determine how the superseded data were derived.
 QK0802
 QK0802_MARKER: S = SPIKE
 QK0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0802+STABILITY: SURFACE MOTION
 QK0802
 QK0802  HISTORY     - Date     Condition        Report By
 QK0802  HISTORY     - 1860     MONUMENTED       USLS
 QK0802  HISTORY     - 1925     GOOD             USLS
 QK0802  HISTORY     - 1965     MARK NOT FOUND   USLS
 QK0802
 QK0802                          STATION DESCRIPTION
 QK0802
 QK0802'DESCRIBED BY US LAKE SURVEY 1925
 QK0802'ON EAST SIDE OF BEAVER ISLAND IN NORTHERN LAKE MICHIGAN, ON
 QK0802'HIGHEST HILL ON
 QK0802'NORTH SIDE OF COLES BAY, 24.4 FEET EAST OF 8-INCH WHITE PINE TREE,
 QK0802'AND 53.1 FEET SOUTH OF A
 QK0802'TRIANGLE-BLAZED 11-INCH BIRCH TREE.  MARKED BY SPIKE IN
 QK0802'CONCRETE MONUMENT, ROUNDED ON TOP, AND
 QK0802'MARKED U.S.
 QK0802
 QK0802                          STATION RECOVERY (1965)
 QK0802
 QK0802'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0802'NEITHER STATION OR REFERENCE MARKS WERE FOUND - OLD TOWER AND TRIPOD
 QK0802'WERE FOUND IN
 QK0802'RUINS.  ALL REFERENCE TREES ARE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0852 ***********************************************************************
 QK0852  DESIGNATION -  BEAVER ISLAND
 QK0852  PID         -  QK0852
 QK0852  STATE/COUNTY-  MI/CHARLEVOIX
 QK0852  COUNTRY     -  US
 QK0852  USGS QUAD   -  BEAVER ISLAND NORTH (2017)
 QK0852
 QK0852                         *CURRENT SURVEY CONTROL
 QK0852  ______________________________________________________________________
 QK0852* NAD 83(1994) POSITION- 45 38 22.40983(N) 085 33 40.56786(W)   ADJUSTED
 QK0852* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 QK0852  ______________________________________________________________________
 QK0852  GEOID HEIGHT    -        -35.301 (meters)                     GEOID18
 QK0852  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 QK0852  HORZ ORDER      -  FIRST
 QK0852
 QK0852.The horizontal coordinates were established by classical geodetic methods
 QK0852.and adjusted by the National Geodetic Survey in February 1997.
 QK0852
 QK0852.The orthometric height was scaled from a topographic map.
 QK0852
 QK0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0852.GEOID18 height accuracy estimate available here.
 QK0852
 QK0852.Click photographs - Photos may exist for this station.
 QK0852
 QK0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0852
 QK0852. The following values were computed from the NAD 83(1994) position.
 QK0852
 QK0852;                    North         East     Units Scale Factor Converg.
 QK0852;SPC MI C     -   258,812.655 5,906,867.763   MT  0.99998658   -0 50 38.0
 QK0852;SPC MI C     -   849,122.88 19,379,487.41   iFT  0.99998658   -0 50 38.0
 QK0852;UTM  16      - 5,055,007.809   612,125.193   MT  0.99975457   +1 01 43.4
 QK0852
 QK0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0852!SPC MI C     -   0.99996760  x   0.99998658  =   0.99995418
 QK0852!UTM  16      -   0.99996760  x   0.99975457  =   0.99972218
 QK0852
 QK0852:                Primary Azimuth Mark                     Grid Az
 QK0852:SPC MI C     -  GOODHART                                 098 55 43.9
 QK0852:UTM  16      -  GOODHART                                 097 03 22.5
 QK0852
 QK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1212555007(NAD 83)
 QK0852
 QK0852|---------------------------------------------------------------------|
 QK0852| PID    Reference Object                     Distance      Geod. Az  |
 QK0852|                                                           dddmmss.s |
 QK0852| QK0800 GOODHART                            APPROX.38.2 KM 0980505.9 |
 QK0852| CH1690 BEAVER ISLAND RM                      7.332 METERS 12511     |
 QK0852|---------------------------------------------------------------------|
 QK0852
 QK0852                          SUPERSEDED SURVEY CONTROL
 QK0852
 QK0852  NAD 83(1986)-  45 38 22.40573(N)    085 33 40.56521(W) AD(       ) 1
 QK0852  NAD 27      -  45 38 22.39318(N)    085 33 40.26349(W) AD(       ) 1
 QK0852
 QK0852.Superseded values are not recommended for survey control.
 QK0852
 QK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0852.See file dsdata.pdf to determine how the superseded data were derived.
 QK0852
 QK0852_MARKER: B = BOLT
 QK0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0852_PROJECTION: RECESSED 76 CENTIMETERS
 QK0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0852+STABILITY: SURFACE MOTION
 QK0852
 QK0852  HISTORY     - Date     Condition        Report By
 QK0852  HISTORY     - 1903     MONUMENTED       USLS
 QK0852  HISTORY     - 1931     GOOD             CGS
 QK0852  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0852
 QK0852                          STATION DESCRIPTION
 QK0852
 QK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0852'ON BEAVER ISLAND, ABOUT 10 MILES WEST OF SOUTH OF SETTLEMENT
 QK0852'OF ST. JAMES.
 QK0852'REACHED BY BOAT FROM CHARLEVOIX TO ST. JAMES.  FROM ST.
 QK0852'JAMES FOLLOW MAIN GRAVEL ROAD
 QK0852'SOUTH 0.45 MILE, TAKE RIGHT FORK 1.8 MILES AND TURN
 QK0852'LEFT AT FIRE TOWER SIGN, KEEP STRAIGHT AHEAD AT
 QK0852'1.0 MILE AND TURN LEFT AT TOWER SIGN
 QK0852'AT 4.4 MILES, FOLLOW THIS ROAD 0.5 MILE AND TAKE RIGHT-HAND FORK
 QK0852'0.9 MILE, THENCE TURN SHARPLY
 QK0852'TO LEFT AT 0.1 MILE AND TO RIGHT 0.7 MILE TO STATION.  DUE TO MAZE OF
 QK0852'TRAILS IT IS EASY TO BE MISLED,
 QK0852'BUT ANYONE ON ISLAND CAN DIRECT ONE TO THE TOWER.
 QK0852'STATION MARK, BRASS PIN SET IN CONCRETE ABOUT 30
 QK0852'INCHES BELOW SURFACE OF GROUND,
 QK0852'WAS FOUND IN GOOD CONDITION IN 1931.  REFERENCE MARK (CONCRETE
 QK0852'MONUMENT) FOUND IN
 QK0852'GOOD CONDITION IN 1931, AND IS 7.332 METERS (24.06 FEET) FROM STATION
 QK0852'IN AZIMUTH 305 DEG 11 MIN.
 QK0852'ANGLE AT STATION BETWEEN REFERENCE MARK AND CHARLEVOIX
 QK0852'WATER TOWER IS 20 DEG 45 MIN.  STATION ALSO
 QK0852'CALLED BEAVER BY U.S. LAKE SURVEY.
 QK0852
 QK0852                          STATION RECOVERY (1956)
 QK0852
 QK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0852'THE STATION IS LOCATED ON BEAVER ISLAND, ABOUT 10 MILES SOUTHWEST OF
 QK0852'THE SETTLEMENT OF ST. JAMES.
 QK0852'
 QK0852'ON INFORMATION RECEIVED FROM THE U.S. LAKE SURVEY, A LOOKOUT TOWER
 QK0852'HAS BEEN BUILT OVER THIS
 QK0852'POINT.  THE LOOKOUT TOWER WAS OBSERVED UPON BY THIS PARTY.
 QK0852'
 QK0852'THE STATION WAS NOT VISITED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0562 ***********************************************************************
 QK0562  DESIGNATION -  BEAVER TAIL
 QK0562  PID         -  QK0562
 QK0562  STATE/COUNTY-  MI/MACKINAC
 QK0562  COUNTRY     -  US
 QK0562  USGS QUAD   -  PRENTISS BAY (2017)
 QK0562
 QK0562                         *CURRENT SURVEY CONTROL
 QK0562  ______________________________________________________________________
 QK0562* NAD 83(1994) POSITION- 45 57 56.76254(N) 084 10 15.62595(W)   ADJUSTED
 QK0562* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0562  ______________________________________________________________________
 QK0562  GEOID HEIGHT    -        -36.356 (meters)                     GEOID18
 QK0562  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 QK0562  HORZ ORDER      -  FIRST
 QK0562
 QK0562.The horizontal coordinates were established by classical geodetic methods
 QK0562.and adjusted by the National Geodetic Survey in February 1997.
 QK0562
 QK0562.The orthometric height was scaled from a topographic map.
 QK0562
 QK0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0562.GEOID18 height accuracy estimate available here.
 QK0562
 QK0562.Click photographs - Photos may exist for this station.
 QK0562
 QK0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0562
 QK0562. The following values were computed from the NAD 83(1994) position.
 QK0562
 QK0562;                    North         East     Units Scale Factor Converg.
 QK0562;SPC MI N     -   135,332.684 8,219,213.766   MT  0.99991830   +2 02 41.2
 QK0562;SPC MI N     -   444,004.87 26,965,924.43   iFT  0.99991830   +2 02 41.2
 QK0562;UTM  16      - 5,094,135.847   719,187.613   MT  1.00019066   +2 02 04.7
 QK0562
 QK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0562!SPC MI N     -   0.99997795  x   0.99991830  =   0.99989625
 QK0562!UTM  16      -   0.99997795  x   1.00019066  =   1.00016861
 QK0562
 QK0562:                Primary Azimuth Mark                     Grid Az
 QK0562:SPC MI N     -  ALBANY                                   085 50 27.2
 QK0562:UTM  16      -  ALBANY                                   085 51 03.7
 QK0562
 QK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1918794135(NAD 83)
 QK0562
 QK0562|---------------------------------------------------------------------|
 QK0562| PID    Reference Object                     Distance      Geod. Az  |
 QK0562|                                                           dddmmss.s |
 QK0562| QK0559 ALBANY                              APPROX. 5.4 KM 0875308.4 |
 QK0562|---------------------------------------------------------------------|
 QK0562
 QK0562                          SUPERSEDED SURVEY CONTROL
 QK0562
 QK0562  NAD 83(1986)-  45 57 56.75261(N)    084 10 15.62438(W) AD(       ) 1
 QK0562  NAD 27      -  45 57 56.67600(N)    084 10 15.56200(W) AD(       ) 1
 QK0562
 QK0562.Superseded values are not recommended for survey control.
 QK0562
 QK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0562.See file dsdata.pdf to determine how the superseded data were derived.
 QK0562
 QK0562_MARKER: H = DRILL HOLE
 QK0562_SETTING: 80 = SET IN A BOULDER
 QK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0562+STABILITY: SURFACE MOTION
 QK0562
 QK0562  HISTORY     - Date     Condition        Report By
 QK0562  HISTORY     - 1851     MONUMENTED       USLS
 QK0562  HISTORY     - 1919     GOOD             USLS
 QK0562  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0562
 QK0562                          STATION DESCRIPTION
 QK0562
 QK0562'DESCRIBED BY US LAKE SURVEY 1919
 QK0562'ON NORTH SHORE OF LAKE HURON, ON END OF BEAVER TAIL POINT, AND AT
 QK0562'EDGE OF TIMBER.  MARK OF
 QK0562'STATION BEAVER TAIL 1851, DESCRIBED AS DRILL HOLE IN SOLID ROCK,
 QK0562'COULD NOT BE FOUND IN 1903.
 QK0562'MARK OF 1903 IS DRILL HOLE IN BOULDER BURIED BENEATH SECTION OF
 QK0562'OLD POST, AND ANOTHER BOULDER WITH
 QK0562'DRILL HOLE SET OVER POST AS SURFACE MARK.
 QK0562
 QK0562                          STATION RECOVERY (1995)
 QK0562
 QK0562'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1498 ***********************************************************************
 MC1498  DESIGNATION -  BEDFORD 2
 MC1498  PID         -  MC1498
 MC1498  STATE/COUNTY-  MI/MONROE
 MC1498  COUNTRY     -  US
 MC1498  USGS QUAD   -  LAMBERTVILLE EAST (2017)
 MC1498
 MC1498                         *CURRENT SURVEY CONTROL
 MC1498  ______________________________________________________________________
 MC1498* NAD 83(1994) POSITION- 41 49 11.34393(N) 083 37 05.21361(W)   ADJUSTED
 MC1498* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 MC1498  ______________________________________________________________________
 MC1498  GEOID HEIGHT    -        -35.281 (meters)                     GEOID18
 MC1498  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 MC1498  HORZ ORDER      -  FIRST
 MC1498
 MC1498.The horizontal coordinates were established by classical geodetic methods
 MC1498.and adjusted by the National Geodetic Survey in February 1997.
 MC1498
 MC1498.The orthometric height was scaled from a topographic map.
 MC1498
 MC1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1498.GEOID18 height accuracy estimate available here.
 MC1498
 MC1498.Click photographs - Photos may exist for this station.
 MC1498
 MC1498.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1498
 MC1498. The following values were computed from the NAD 83(1994) position.
 MC1498
 MC1498;                    North         East     Units Scale Factor Converg.
 MC1498;SPC MI S     -    35,802.368 4,062,196.770   MT  1.00007809   +0 30 33.9
 MC1498;SPC MI S     -   117,461.84 13,327,417.22   iFT  1.00007809   +0 30 33.9
 MC1498;SPC OH N     -   239,703.907   507,102.650   MT  1.00002531   -0 44 04.4
 MC1498;SPC OH N     -   786,428.57  1,663,719.28   sFT  1.00002531   -0 44 04.4
 MC1498;UTM  17      - 4,633,084.984   282,554.832   MT  1.00018187   -1 44 47.1
 MC1498
 MC1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1498!SPC MI S     -   0.99997374  x   1.00007809  =   1.00005182
 MC1498!SPC OH N     -   0.99997374  x   1.00002531  =   0.99999905
 MC1498!UTM  17      -   0.99997374  x   1.00018187  =   1.00015560
 MC1498
 MC1498:                Primary Azimuth Mark                     Grid Az
 MC1498:SPC MI S     -  BEDFORD 2 AZ MK                          052 21 23.5
 MC1498:SPC OH N     -  BEDFORD 2 AZ MK                          053 36 01.8
 MC1498:UTM  17      -  BEDFORD 2 AZ MK                          054 36 44.5
 MC1498
 MC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8255433084(NAD 83)
 MC1498
 MC1498|---------------------------------------------------------------------|
 MC1498| PID    Reference Object                     Distance      Geod. Az  |
 MC1498|                                                           dddmmss.s |
 MC1498| CF2839 BEDFORD 2 AZ MK                                    0525157.4 |
 MC1498| CF2840 BEDFORD 2 RM 1                       47.381 METERS 26134     |
 MC1498| MC1528 BLISSFIELD MUNICIPAL TANK           APPROX.20.5 KM 2735730.4 |
 MC1498| CF2842 BEDFORD 2 RM 3                       54.160 METERS 29926     |
 MC1498| MC1527 DEERFIELD MUNICIPAL TANK            APPROX.15.4 KM 3001249.5 |
 MC1498| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX.15.6 KM 3003738.9 |
 MC1498| CF2841 BEDFORD 2 RM 2                       56.382 METERS 30202     |
 MC1498| MC1502 PETERSBURG MUNICIPAL TANK           APPROX.12.2 KM 3165608.9 |
 MC1498|---------------------------------------------------------------------|
 MC1498
 MC1498                          SUPERSEDED SURVEY CONTROL
 MC1498
 MC1498  NAD 83(1986)-  41 49 11.35487(N)    083 37 05.23302(W) AD(       ) 1
 MC1498  NAD 27      -  41 49 11.18100(N)    083 37 05.46300(W) AD(       ) 1
 MC1498
 MC1498.Superseded values are not recommended for survey control.
 MC1498
 MC1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1498.See file dsdata.pdf to determine how the superseded data were derived.
 MC1498
 MC1498_MARKER: DS = TRIANGULATION STATION DISK
 MC1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1498_STAMPING: BEDFORD 2 1943
 MC1498_MARK LOGO: CGS
 MC1498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1498+STABILITY: SURFACE MOTION
 MC1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1498+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 MC1498
 MC1498  HISTORY     - Date     Condition        Report By
 MC1498  HISTORY     - 1943     MONUMENTED       CGS
 MC1498  HISTORY     - 1971     GOOD             NGS
 MC1498  HISTORY     - 1973     GOOD             NGS
 MC1498  HISTORY     - 1980     GOOD             MIDH
 MC1498  HISTORY     - 19970824 GOOD             LOCENG
 MC1498  HISTORY     - 20010625 GOOD             INDIV
 MC1498
 MC1498                          STATION DESCRIPTION
 MC1498
 MC1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1498'THE STATION IS LOCATED ABOUT 3 MILES NW OF THE VILLAGE OF SAMARIA, 0.2
 MC1498'MILE S OF THE RAUCH ROAD ON A SANDY KNOLL, 42 FEET W OF A LONE OAK
 MC1498'TREE, 3.2 FEET S OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED
 MC1498'BEDFORD 2 1943.
 MC1498'
 MC1498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 MC1498'IN CONCRETE.
 MC1498'
 MC1498'REFERENCE MARK 1 IS 165.55 FEET (SLOPE) WSW OF THE STATION, 6 FEET W
 MC1498'OF THE CENTER LINE OF A FARM ROAD, 1.1 FEET E OF A N-S FENCELINE.  THE
 MC1498'MARK IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 MC1498'DISK IS STAMPED BEDFORD 2 NO 1 1943.
 MC1498'
 MC1498'REFERENCE MARK 2 IS 184.98 FEET WNW OF THE STATION, 15 FEET W OF THE
 MC1498'CENTER LINE OF A FARM ROAD, 1 FOOT E OF A N-S FENCELINE.  THE MARK IS
 MC1498'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEDFORD 2 NO 2 1943.
 MC1498'
 MC1498'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, ON LAND OWNED BY MRS.
 MC1498'WALTER OBERSKI.  IT IS 39.7 FEET N OF THE CENTER LINE OF RAUCH ROAD,
 MC1498'11.3 FEET N OF THE FENCE-CORNER POST OF AN APPLE ORCHARD, 2 FEET S OF
 MC1498'A STANDARD REFERENCE POST.  THE DISK IS STAMPED BEDFORD 2 1943.
 MC1498'
 MC1498'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 223 IN THE
 MC1498'VILLAGE OF BLISSFIELD, GO E ON U.S. HIGHWAY 233 FOR 2.2 MILES TO A
 MC1498'Y-INTERSECTION AND JUNCTION WITH GOETZ ROAD, HERE GO E ON GOETZ ROAD
 MC1498'FOR 4.2 MILES TO THE LENAWEE-MONROE COUNTY LINE, CONTINUE E ON GOETZ
 MC1498'ROAD FOR 3,15 MILES TO THE JUNCTION WITH RAUCH ROAD, CONTINUE E ON
 MC1498'RAUCH ROAD FOR 5.0 MILES TO A FARM ROAD RIGHT, HERE TURN RIGHT ON FARM
 MC1498'ROAD AND GO 0.2 MILE TO A SANDY KNOLL ON THE LEFT AND STATION AS
 MC1498'DESCRIBED.
 MC1498'
 MC1498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON FARM ROAD FOR 0.2
 MC1498'MILE TO RAUCH ROAD, THENCE E ON RAUCH ROAD FOR 0.2 MILE TO THE MARK ON
 MC1498'THE LEFT AS DESCRIBED.
 MC1498'
 MC1498'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MC1498
 MC1498                          STATION RECOVERY (1971)
 MC1498
 MC1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MC1498'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 MC1498'CONDITION.  REFERENCE MARK 2 WAS FOUND TO HAVE BEEN LOWERED BY THE
 MC1498'PROPERTY OWNER BUT OBSTRUCTED TO THE STATION BY A TREE AND WAS RESET
 MC1498'AND USED AS REFERENCE MARK 3.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 MC1498'IS OBSTRUCTED BY TREES AND BRUSH.  A DIFFERENCE OF 10 FEET WAS FOUND
 MC1498'IN THE DISTANCE TO REFERENCE MARK 1 AND THIS IS THOUGHT TO HAVE BEEN
 MC1498'AN ERROR IN THE ORIGINAL MEASUREMENT SINCE THE ORIGINAL PROPERTY OWER
 MC1498'WAS CONTACTED AND STATED THAT THE STATION MARK AND REFERENCE MARK 1
 MC1498'HAVE NEVER BEEN MOVED NOR DISTURBED.  A NEW DESCRIPTION FOLLOWS-
 MC1498'
 MC1498'THE STATION IS ON THE TOP AND IN A WOODED SAND DUNE ON THE PROPERTY OF
 MC1498'MR. DAVID SONDERGELD (2753 RAUCH ROAD), 41 FEET NORTHWEST OF A 26 INCH
 MC1498'OAK TREE, 20 FEET SOUTHEAST OF A TWIN TRUNK 10 INCH WILD CHERRY TREE,
 MC1498'4 FEET NORTH OF A 6 INCH OAK TREE AND 22 FEET SOUTHWEST OF AN 8 INCH
 MC1498'OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MC1498'BEDFORD 2 1943.  (NOTE 1A 7A)
 MC1498'
 MC1498'TO REACH THE STATION FROM THE INTERSECTION OF LEWIS AVE., AND
 MC1498'TEMPERANCE ROAD IN THE CENTER OF TEMPERANCE, GO NORTH ON LEWIS AVE.
 MC1498'FOR 3.3 MILES TO THE INTERSECTION WITH RAUCH ROAD.  TURN LEFT AND GO
 MC1498'WEST ON RAUCH ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 MC1498'CONTINUE WEST ON THE ROAD FOR 0.2 MILE TO A DRIVEWAY SOUTH.  TURN LEFT
 MC1498'AND GO SOUTH ON THE DRIVEWAY FOR 0.2 MILE TO THE HOME OF MR. FRANK J
 MC1498'BETLEY ON THE RIGHT AND THE STATION ON THE LEFT.
 MC1498'
 MC1498'REFERENCE MARK 1 IS 6 FEET EAST OF THE CENTERLINE OF THE LANE, 1 FOOT
 MC1498'WEST OF A FENCE, 33 FEET NORTHWEST OF A 12 INCH APPLE TREE AND 28 FEET
 MC1498'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED.  THE MONUMENT
 MC1498'PROJECTS 6 INCHES AND THE DISK IS STAMPED BEDFORD 2 NO 1 1943.
 MC1498'
 MC1498'REFERENCE MARK 3 IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR.
 MC1498'BETLEYS HOUSE AND 7 FEET EAST OF THE CENTERLINE OF THE LANE.  THE
 MC1498'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BEDFORD 2 1943 NO 3
 MC1498'1971.
 MC1498'
 MC1498'THE AZIMUTH MARK IS 17 FEET NORTH OF THE EAST END OF A CONCRETE TILE
 MC1498'OF FIELD ENTRANCE, 44 FEET SOUTH OF A 14 INCH APPLE TREE AND 49 FEET
 MC1498'NORTH OF THE CENTERLINE OF THE ROAD.  THE MOUMENT PROJECTS 4 INCHES
 MC1498'AND THE DISK IS STAMPED BEDFORD 2 1943.
 MC1498'
 MC1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 MC1498'NORTHWEST OF SAMARIA
 MC1498'
 MC1498'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1498
 MC1498                          STATION RECOVERY (1973)
 MC1498
 MC1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MC1498'ALL MARKS RECOVERED AND FOUND AS DESCRIBED IN PREVIOUS RECOVERY NOTE.
 MC1498'
 MC1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 MC1498'NORTHWEST OF SAMARIA
 MC1498
 MC1498                          STATION RECOVERY (1980)
 MC1498
 MC1498'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MC1498'STATION, RM 1, RM 3, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 MC1498'DESCRIBED.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 MC1498'A METAL WITNESS POST AND SIGN WAS SET 2 FEET SOUTH OF THE STATION.
 MC1498'METAL WITNESS POSTS AND SIGNS WERE SET 2 EAST OF BOTH REFERENCE MARKS.
 MC1498
 MC1498                          STATION RECOVERY (1997)
 MC1498
 MC1498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LEB)
 MC1498'RECOVERED AS DESCRIBED.  STATION MAY BE SUITABLE FOR GPS (SATELLITE)
 MC1498'OBSERVATIONS.
 MC1498
 MC1498                          STATION RECOVERY (2001)
 MC1498
 MC1498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1497 ***********************************************************************
 MC1497  DESIGNATION -  BEDFORD USLS 1879
 MC1497  PID         -  MC1497
 MC1497  STATE/COUNTY-  MI/MONROE
 MC1497  COUNTRY     -  US
 MC1497  USGS QUAD   -  LAMBERTVILLE EAST (2017)
 MC1497
 MC1497                         *CURRENT SURVEY CONTROL
 MC1497  ______________________________________________________________________
 MC1497* NAD 83(1994) POSITION- 41 49 11.27302(N) 083 37 05.25875(W)   ADJUSTED
 MC1497* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 MC1497  ______________________________________________________________________
 MC1497  GEOID HEIGHT    -        -35.281 (meters)                     GEOID18
 MC1497  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 MC1497  HORZ ORDER      -  FIRST
 MC1497
 MC1497.The horizontal coordinates were established by classical geodetic methods
 MC1497.and adjusted by the National Geodetic Survey in February 1997.
 MC1497
 MC1497.The orthometric height was scaled from a topographic map.
 MC1497
 MC1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1497.GEOID18 height accuracy estimate available here.
 MC1497
 MC1497.Click photographs - Photos may exist for this station.
 MC1497
 MC1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1497
 MC1497. The following values were computed from the NAD 83(1994) position.
 MC1497
 MC1497;                    North         East     Units Scale Factor Converg.
 MC1497;SPC MI S     -    35,800.171 4,062,195.748   MT  1.00007809   +0 30 33.9
 MC1497;SPC MI S     -   117,454.63 13,327,413.87   iFT  1.00007809   +0 30 33.9
 MC1497;SPC OH N     -   239,701.733   507,101.581   MT  1.00002530   -0 44 04.4
 MC1497;SPC OH N     -   786,421.44  1,663,715.77   sFT  1.00002530   -0 44 04.4
 MC1497;UTM  17      - 4,633,082.829   282,553.724   MT  1.00018187   -1 44 47.1
 MC1497
 MC1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1497!SPC MI S     -   0.99997374  x   1.00007809  =   1.00005182
 MC1497!SPC OH N     -   0.99997374  x   1.00002530  =   0.99999904
 MC1497!UTM  17      -   0.99997374  x   1.00018187  =   1.00015560
 MC1497
 MC1497:                Primary Azimuth Mark                     Grid Az
 MC1497:SPC MI S     -  BLISSFIELD                               282 30 10.9
 MC1497:SPC OH N     -  BLISSFIELD                               283 44 49.2
 MC1497:UTM  17      -  BLISSFIELD                               284 45 31.9
 MC1497
 MC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8255333082(NAD 83)
 MC1497
 MC1497|---------------------------------------------------------------------|
 MC1497| PID    Reference Object                     Distance      Geod. Az  |
 MC1497|                                                           dddmmss.s |
 MC1497| MC1530 BLISSFIELD                          APPROX.16.1 KM 2830044.8 |
 MC1497|---------------------------------------------------------------------|
 MC1497
 MC1497                          SUPERSEDED SURVEY CONTROL
 MC1497
 MC1497  NAD 83(1986)-  41 49 11.28409(N)    083 37 05.28028(W) AD(       ) 1
 MC1497  NAD 27      -  41 49 11.11000(N)    083 37 05.50800(W) AD(       ) 1
 MC1497  USSD        -  41 49 10.98900(N)    083 37 05.32600(W) AD(       ) 3
 MC1497
 MC1497.Superseded values are not recommended for survey control.
 MC1497
 MC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1497.See file dsdata.pdf to determine how the superseded data were derived.
 MC1497
 MC1497_MARKER: Z = SEE DESCRIPTION
 MC1497_SETTING: 0 = UNSPECIFIED SETTING
 MC1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1497
 MC1497  HISTORY     - Date     Condition        Report By
 MC1497  HISTORY     - 1879     MONUMENTED       USLS
 MC1497  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1497
 MC1497                          STATION DESCRIPTION
 MC1497
 MC1497'DESCRIBED BY US LAKE SURVEY 1879
 MC1497'IN SEC. 5, T. 8 W., R. 7 E., BEDFORD TOWNSHIP, ABOUT 250 METERS (820
 MC1497'FEET) SOUTH OF NORTH QUARTER-SECTION
 MC1497'CORNER OF SECTION 5.  MARKED BY SMALL DRILL HOLE IN TOP OF STONE
 MC1497'POST 2-1/2 FEET BELOW SURFACE OF
 MC1497'GROUND, WITH ANOTHER STONE POST DIRECTLY ABOVE AS
 MC1497'SURFACE MARK.  REFERENCE MARKS ARE STONE POSTS AT
 MC1497'FOLLOWING DISTANCES AND BEARINGS
 MC1497'FROM STATION- 32.8 METERS (108 FEET), S. 30 DEG 17 MIN E., 33.0
 MC1497'METERS (108 FEET), S.  49 DEG 44
 MC1497'MIN W., AND 41.0 METERS (135 FEET), N. 39 DEG 12 MIN W.  MONROE
 MC1497'COUNTY, MICH.  NE. CORNER OF SEC. 5,
 MC1497'T. 8 S., R. 7 E. (U. S. L. S..), IS 823.2 METERS (2,701 FEET) FROM
 MC1497'STATION ON BEARING N. 80 DEG 00 MIN E.
 MC1497'IN 1935 THIS STATION WAS REPORTED LOST.
 MC1497
 MC1497                          STATION RECOVERY (2001)
 MC1497
 MC1497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1211 ***********************************************************************
 RJ1211  DESIGNATION -  BEECH HILL
 RJ1211  PID         -  RJ1211
 RJ1211  STATE/COUNTY-  MI/LUCE
 RJ1211  COUNTRY     -  US
 RJ1211  USGS QUAD   -  BUCKEYE LAKE (2017)
 RJ1211
 RJ1211                         *CURRENT SURVEY CONTROL
 RJ1211  ______________________________________________________________________
 RJ1211* NAD 83(1994) POSITION- 46 27 21.12530(N) 085 44 13.63170(W)   ADJUSTED
 RJ1211* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 RJ1211  ______________________________________________________________________
 RJ1211  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 RJ1211  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 RJ1211  HORZ ORDER      -  FIRST
 RJ1211
 RJ1211.The horizontal coordinates were established by classical geodetic methods
 RJ1211.and adjusted by the National Geodetic Survey in February 1997.
 RJ1211
 RJ1211.The orthometric height was scaled from a topographic map.
 RJ1211
 RJ1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1211.GEOID18 height accuracy estimate available here.
 RJ1211
 RJ1211.Click photographs - Photos may exist for this station.
 RJ1211
 RJ1211.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1211
 RJ1211. The following values were computed from the NAD 83(1994) position.
 RJ1211
 RJ1211;                    North         East     Units Scale Factor Converg.
 RJ1211;SPC MI N     -   186,665.652 8,097,007.254   MT  0.99990726   +0 54 46.1
 RJ1211;SPC MI N     -   612,420.12 26,564,984.43   iFT  0.99990726   +0 54 46.1
 RJ1211;UTM  16      - 5,145,474.373   596,981.160   MT  0.99971561   +0 54 55.7
 RJ1211
 RJ1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1211!SPC MI N     -   0.99995446  x   0.99990726  =   0.99986172
 RJ1211!UTM  16      -   0.99995446  x   0.99971561  =   0.99967008
 RJ1211
 RJ1211:                Primary Azimuth Mark                     Grid Az
 RJ1211:SPC MI N     -  FORDNEY                                  074 57 43.4
 RJ1211:UTM  16      -  FORDNEY                                  074 57 33.8
 RJ1211
 RJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9698145474(NAD 83)
 RJ1211
 RJ1211|---------------------------------------------------------------------|
 RJ1211| PID    Reference Object                     Distance      Geod. Az  |
 RJ1211|                                                           dddmmss.s |
 RJ1211| RJ1237 LAKE SUPERIOR WEST LOOKOUT TWR      APPROX.18.8 KM 0183207.2 |
 RJ1211| RJ1165 FORDNEY                             APPROX.27.5 KM 0755229.5 |
 RJ1211| CH1691 BEECH HILL RM 3                      24.336 METERS 09727     |
 RJ1211| CH1692 BEECH HILL RM 4                      25.921 METERS 26732     |
 RJ1211| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX. 0.5 KM 3332116.1 |
 RJ1211|---------------------------------------------------------------------|
 RJ1211
 RJ1211                          SUPERSEDED SURVEY CONTROL
 RJ1211
 RJ1211  NAD 83(1986)-  46 27 21.11934(N)    085 44 13.62877(W) AD(       ) 1
 RJ1211  NAD 27      -  46 27 21.15330(N)    085 44 13.13642(W) AD(       ) 1
 RJ1211
 RJ1211.Superseded values are not recommended for survey control.
 RJ1211
 RJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1211.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1211
 RJ1211_MARKER: M = AMMO SHELL CASING
 RJ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1211+STABILITY: SURFACE MOTION
 RJ1211
 RJ1211  HISTORY     - Date     Condition        Report By
 RJ1211  HISTORY     - 1920     MONUMENTED       USLS
 RJ1211  HISTORY     - 1921     GOOD             USLS
 RJ1211  HISTORY     - 1949     GOOD             USLS
 RJ1211  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1211
 RJ1211                          STATION DESCRIPTION
 RJ1211
 RJ1211'DESCRIBED BY US LAKE SURVEY 1921
 RJ1211'ABOUT 1 MILE NORTHWEST OF PEANUT LAKE, AND THOUGHT TO BE NEAR CENTER
 RJ1211'OF NW 1/4 NW 1/4 SEC. 19, T. 47 N., R. 11 W.  MARKED BY DOUBLE
 RJ1211'CONCRETE MONUMENT.  UPPER MARK PROJECTS 4 INCHES ABOVE GROUND.
 RJ1211
 RJ1211                          STATION RECOVERY (1949)
 RJ1211
 RJ1211'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1211'STATION FOUND IN GOOD CONDITION.  LOCATED 7-1/2 MI. NW OF MCMILLAN.
 RJ1211'MARKED BY A .30 CALIBER REMINGTON SHELL IN 14-IN. MONUMENT 3 IN.
 RJ1211'ABOVE GROUND.
 RJ1211'
 RJ1211'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 48 IN. LONG WITH BRONZE
 RJ1211'DISKS IN TOP.
 RJ1211'
 RJ1211'REFERENCE MARK 1 IS ABOUT 8 FT. BELOW THE STATION, PROJECTS 6 IN.
 RJ1211'ABOVE GROUND, BEARS S 0 DEG 13 MIN W. 47.79 FT. FROM THE STATION.
 RJ1211'
 RJ1211'REFERENCE MARK 2 IS NEAR THE CENTER OF THE RIDGE, PROJECTS 3 IN. ABOVE
 RJ1211'GROUND, BEARS N 85 DEG 24 MIN W, 77.21 FT. FROM THE STATION.
 RJ1211'
 RJ1211'NAIL IN A BLAZE IN A 17-IN. MAPLE TREE NEAR THE N END OF THE RIDGE
 RJ1211'BEARS N 29 DEG 09 MIN W OF THE STATION.
 RJ1211'
 RJ1211'NAIL IN A BLAZE IN A 22-IN. OAK TREE NEAR THE E EDGE OF THE RIDGE
 RJ1211'BEARS N 44 DEG 09 MIN E, 20.25 FT. FROM THE STATION.
 RJ1211'
 RJ1211'TO REACH THE STATION FROM MCMILLAN, GO N FOR 7.3 MI. ON COUNTY ROAD
 RJ1211'415 TO THE JUNCTION WITH M-28, TURN LEFT ON COUNTY ROAD 421 FOR 1.25
 RJ1211'MI. TO THE INTERSECTION WITH COUNTY ROAD 422, TURN LEFT FOR 0.55 MI.,
 RJ1211'TURN RIGHT ON THE ROAD TO THE BEECH HILL FIRE TOWER FOR 1.35 MI. TO A
 RJ1211'FORK, BEAR LEFT ON A GRASS-COVERED ROAD FOR 0.05 MI., WALK S TO THE E
 RJ1211'END OF THE RIDGE AT THE STATION.
 RJ1211
 RJ1211                          STATION RECOVERY (1965)
 RJ1211
 RJ1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1211'THE SUBSURFACE MARK OF THE STATION WAS RECOVERED IN GOOD CONDITION.
 RJ1211'THE SURFACE MARK HAS BEEN DESTROYED.  REFERENCE MARKS 1 AND 2 WERE
 RJ1211'FOUND DESTROYED.  A NEW DESCRIPTION FOLLOWS-
 RJ1211'
 RJ1211'THE STATION IS LOCATED AT THE NORTHEAST END OF A WOODED RIDGE, ABOUT
 RJ1211'1/2 MILE SOUTHEAST OF THE BEECH HILL LOOKOUT TOWER, ABOUT 1 MILE
 RJ1211'NORTHWEST OF PEANUT LAKE, ABOUT 8 1/2 MILES NORTH-NORTHWEST OF MC
 RJ1211'MILLAN, AND ON PROPERTY OWNED BY THE CLEVELAND CLIFFS IRON COMPANY.
 RJ1211'
 RJ1211'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF STATE
 RJ1211'HIGHWAY 28 AND COUNTY HIGHWAY 415 IN MC MILLAN, GO NORTH ON COUNTY
 RJ1211'HIGHWAY 415 FOR 7.1 MILES TO A CROSSROAD.  TURN LEFT AND GO
 RJ1211'WEST-NORTHWEST ON COUNTY HIGHWAY 421 FOR 1.2 MILES TO A CROSSROAD.
 RJ1211'TURN LEFT AND GO WEST ON COUNTY HIGHWAY 422 FOR 0.5 MILE TO A SIDE
 RJ1211'ROAD RIGHT (BEECH HILL TOWER ROAD)   TURN RIGHT AND GO NORTHWEST ON A
 RJ1211'DIRT ROAD FOR 0.65 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH
 RJ1211'ON A DIRT ROAD FOR 0.5 MILE TO A Y-FORK AND A LOG CABIN ON THE LEFT.
 RJ1211'TAKE THE RIGHT FORK AND GO NORTH ON A DIRT ROAD FOR 0.1 MILE TO A
 RJ1211'Y-FORK.  TAKE THE LEFT FORK AND GO WEST UPHILL ON A DIRT ROAD FOR 0.1
 RJ1211'MILE TO THE TOP OF THE HILL AND THE STATION ABOUT 300 FEET SOUTH AT
 RJ1211'THE NORTHEAST END OF A RIDGE.
 RJ1211'
 RJ1211'THE SUBSURFACE MARK ON THE STATION WAS HELD AS THE STATION AT THIS
 RJ1211'TIME.  IT IS A CHAIN LINK SET IN THE TOP OF A 14 INCH ROUND CONCRETE
 RJ1211'MONUMENT WITH A PUNCHED HOLE IN THE TOP.  IT IS 14 INCHES UNDERGROUND.
 RJ1211'IT IS 49 FEET EAST OF A 14 INCH MAPLE TREE, 33 FEET SOUTHWEST OF AN 18
 RJ1211'INCH MAPLE TREE, 22 FEET NORTHEAST OF A 14 INCH BEECH TREE, 5 FEET
 RJ1211'SOUTHWEST OF A METAL WITNESS POST, AND 2 FEET NORTH OF A METAL WITNESS
 RJ1211'POST.
 RJ1211'
 RJ1211'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEECH HILL USLS NO 3
 RJ1211'1920, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RJ1211'IS 58 FEET SOUTHEAST OF THE 18 INCH MAPLE TREE, 3 FEET SOUTHWEST OF A
 RJ1211'6 INCH MAPLE TREE, AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 RJ1211'
 RJ1211'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEECH HILL USLS NO 4
 RJ1211'1920, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1211'IS 23 FEET SOUTHWEST OF A 14 INCH MAPLE TREE, 16 FEET SOUTH OF AN 18
 RJ1211'INCH BEECH TREE, 11 FEET SOUTHEAST OF A 10 INCH MAPLE TREE, AND 2 FEET
 RJ1211'SOUTH OF A METAL WITNESS POST.
 RJ1211'
 RJ1211'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1211'TIME.
 RJ1211'
 RJ1211'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1212 ***********************************************************************
 RJ1212  DESIGNATION -  BEECH HILL LOOKOUT TOWER
 RJ1212  PID         -  RJ1212
 RJ1212  STATE/COUNTY-  MI/LUCE
 RJ1212  COUNTRY     -  US
 RJ1212  USGS QUAD   -  BUCKEYE LAKE (2017)
 RJ1212
 RJ1212                         *CURRENT SURVEY CONTROL
 RJ1212  ______________________________________________________________________
 RJ1212* NAD 83(1994) POSITION- 46 27 36.27804(N) 085 44 24.63368(W)   ADJUSTED
 RJ1212  ______________________________________________________________________
 RJ1212  GEOID HEIGHT    -        -35.523 (meters)                     GEOID18
 RJ1212  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 RJ1212  HORZ ORDER      -  THIRD
 RJ1212
 RJ1212.The horizontal coordinates were established by classical geodetic methods
 RJ1212.and adjusted by the National Geodetic Survey in February 1997.
 RJ1212
 RJ1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1212.GEOID18 height accuracy estimate available here.
 RJ1212
 RJ1212.Click photographs - Photos may exist for this station.
 RJ1212
 RJ1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1212
 RJ1212. The following values were computed from the NAD 83(1994) position.
 RJ1212
 RJ1212;                    North         East     Units Scale Factor Converg.
 RJ1212;SPC MI N     -   187,129.698 8,096,765.086   MT  0.99990748   +0 54 38.1
 RJ1212;SPC MI N     -   613,942.58 26,564,189.91   iFT  0.99990748   +0 54 38.1
 RJ1212;UTM  16      - 5,145,938.318   596,739.017   MT  0.99971503   +0 54 47.9
 RJ1212
 RJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9673945938(NAD 83)
 RJ1212
 RJ1212                          SUPERSEDED SURVEY CONTROL
 RJ1212
 RJ1212  NAD 83(1986)-  46 27 36.27228(N)    085 44 24.63066(W) AD(       ) 3
 RJ1212  NAD 27      -  46 27 36.30688(N)    085 44 24.13635(W) AD(       ) 3
 RJ1212
 RJ1212.Superseded values are not recommended for survey control.
 RJ1212
 RJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1212.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1212
 RJ1212_MARKER: 57 = LOOKOUT TOWER
 RJ1212
 RJ1212  HISTORY     - Date     Condition        Report By
 RJ1212  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1212  HISTORY     - 1971     GOOD             USGS
 RJ1212
 RJ1212                          STATION DESCRIPTION
 RJ1212
 RJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1212'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4 LEGGED STEEL
 RJ1212'STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE TOP AND HAS AN
 RJ1212'OVERALL HEIGHT OF 102 FEET.
 RJ1212'
 RJ1212'LOCATED ABOUT 15 MILES NORTHWEST OF NEWBERRY, 9 MILES NORTH NORTHWEST
 RJ1212'OF MCMILLAN AND IN SEC. 24, T-47-N, R-12-W.  IT IS OWNED AND OPERATED
 RJ1212'BY THE STATE.
 RJ1212'
 RJ1212'NOTE- NO TO REACH WAS GOTTEN ON THIS STATION AT THIS TIME.
 RJ1212
 RJ1212                          STATION RECOVERY (1971)
 RJ1212
 RJ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1212'TOWER FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0066 ***********************************************************************
 NG0066  DESIGNATION -  BEH ARP
 NG0066  PID         -  NG0066
 NG0066  STATE/COUNTY-  MI/BERRIEN
 NG0066  COUNTRY     -  US
 NG0066  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0066
 NG0066                         *CURRENT SURVEY CONTROL
 NG0066  ______________________________________________________________________
 NG0066* NAD 83(2011) POSITION- 42 07 42.84048(N) 086 25 42.60504(W)   ADJUSTED
 NG0066* NAD 83(2011) ELLIP HT-   157.115 (meters)        (06/27/12)   ADJUSTED
 NG0066* NAD 83(2011) EPOCH   -  2010.00
 NG0066* NAVD 88 ORTHO HEIGHT -   190.921 (meters)      626.38  (feet) ADJUSTED
 NG0066  ______________________________________________________________________
 NG0066  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 NG0066  NAD 83(2011) X  -    295,121.057 (meters)                     COMP
 NG0066  NAD 83(2011) Y  - -4,728,346.997 (meters)                     COMP
 NG0066  NAD 83(2011) Z  -  4,256,310.976 (meters)                     COMP
 NG0066  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 NG0066  DYNAMIC HEIGHT  -        190.857 (meters)      626.17  (feet) COMP
 NG0066  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 NG0066
 NG0066  VERT ORDER      -  SECOND    CLASS 0
 NG0066
 NG0066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0066  Standards:
 NG0066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0066  -------------------------------------------------------------------
 NG0066  NETWORK    1.61   4.16           0.74   0.54   2.12     -0.03933325
 NG0066  -------------------------------------------------------------------
 NG0066  Click here for local accuracies and other accuracy information.
 NG0066
 NG0066.This mark is at Ross Fld-Twn Cities Airport (BEH)
 NG0066
 NG0066.The horizontal coordinates were established by GPS observations
 NG0066.and adjusted by the National Geodetic Survey in June 2012.
 NG0066
 NG0066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0066.been affixed to the stable North American tectonic plate. See 
 NG0066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0066
 NG0066.The horizontal coordinates are valid at the epoch date displayed above
 NG0066.which is a decimal equivalence of Year/Month/Day.
 NG0066
 NG0066.The orthometric height was determined by differential leveling and
 NG0066.adjusted by the NATIONAL GEODETIC SURVEY
 NG0066.in June 1991.
 NG0066
 NG0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0066.GEOID18 height accuracy estimate available here.
 NG0066
 NG0066.Click photographs - Photos may exist for this station.
 NG0066
 NG0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0066
 NG0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0066
 NG0066.The ellipsoidal height was determined by GPS observations
 NG0066.and is referenced to NAD 83.
 NG0066
 NG0066.The dynamic height is computed by dividing the NAVD 88
 NG0066.geopotential number by the normal gravity value computed on the
 NG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0066.degrees latitude (g = 980.6199 gals.).
 NG0066
 NG0066.The modeled gravity was interpolated from observed gravity values.
 NG0066
 NG0066. The following values were computed from the NAD 83(2011) position.
 NG0066
 NG0066;                    North         East     Units Scale Factor Converg.
 NG0066;SPC MI S     -    71,907.993 3,829,537.885   MT  0.99999336   -1 24 11.3
 NG0066;SPC MI S     -   235,918.61 12,564,100.67   iFT  0.99999336   -1 24 11.3
 NG0066;UTM  16      - 4,664,209.034   547,234.842   MT  0.99962745   +0 23 00.1
 NG0066
 NG0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0066!SPC MI S     -   0.99997536  x   0.99999336  =   0.99996872
 NG0066!UTM  16      -   0.99997536  x   0.99962745  =   0.99960282
 NG0066
 NG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4723464209(NAD 83)
 NG0066
 NG0066|---------------------------------------------------------------------|
 NG0066| PID    Reference Object                     Distance      Geod. Az  |
 NG0066|                                                           dddmmss.s |
 NG0066| AA8099 BEH D                               344.156 METERS 19235     |
 NG0066|---------------------------------------------------------------------|
 NG0066
 NG0066                          SUPERSEDED SURVEY CONTROL
 NG0066
 NG0066  NAD 83(2007)-  42 07 42.84122(N)    086 25 42.60496(W) AD(2002.00) 0
 NG0066  ELLIP H (02/10/07)  157.127  (m)                       GP(2002.00)    
 NG0066  ELLIP H (07/17/02)  157.140  (m)                       GP(       ) 4 1
 NG0066  NAD 83(1994)-  42 07 42.84037(N)    086 25 42.60619(W) AD(       ) 3
 NG0066  ELLIP H (08/28/00)  157.158  (m)                       GP(       ) 4 1
 NG0066  NAD 83(1994)-  42 07 42.84027(N)    086 25 42.60448(W) AD(       ) 1
 NG0066  ELLIP H (02/03/97)  157.162  (m)                       GP(       ) 4 1
 NG0066  NAD 83(1986)-  42 07 42.84190(N)    086 25 42.61440(W) AD(       ) 1
 NG0066  NAD 83(1986)-  42 07 42.84637(N)    086 25 42.58697(W) AD(       ) 3
 NG0066  NAVD 88 (08/28/00)  190.8    (m)  GEOID99  model used  GPS OBS        
 NG0066  NAVD 88             190.92   (m)          626.4    (f) LEVELING    3  
 NG0066  NGVD 29 (??/??/92)  191.066  (m)          626.86   (f) ADJ UNCH    2 0
 NG0066  NGVD 29             191.07   (m)          626.9    (f) LEVELING    3  
 NG0066
 NG0066.Superseded values are not recommended for survey control.
 NG0066
 NG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0066.See file dsdata.pdf to determine how the superseded data were derived.
 NG0066
 NG0066_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0066_STAMPING: ARP 1964
 NG0066_MARK LOGO: CGS
 NG0066_PROJECTION: FLUSH
 NG0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0066+STABILITY: SURFACE MOTION
 NG0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0066+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 NG0066
 NG0066  HISTORY     - Date     Condition        Report By
 NG0066  HISTORY     - 1964     MONUMENTED       CGS
 NG0066  HISTORY     - 1969     GOOD             CGS
 NG0066  HISTORY     - 1985     GOOD             NGS
 NG0066  HISTORY     - 19850615 GOOD             NGS
 NG0066  HISTORY     - 19890220 GOOD             NGS
 NG0066  HISTORY     - 19910613 GOOD             NGS
 NG0066  HISTORY     - 19911030 GOOD             MIDT
 NG0066  HISTORY     - 19931221 GOOD             MIDT
 NG0066  HISTORY     - 20000728 GOOD             NGS
 NG0066  HISTORY     - 20200709 GOOD             MIDT
 NG0066
 NG0066                          STATION DESCRIPTION
 NG0066
 NG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NG0066'IN BENTON HARBOR.
 NG0066'THE STATION IS LOCATED AT THE BENTON HARBOR ST. JOSEPH AIRPORT
 NG0066'(ROSS FIELD).  IN A TRIANGLE FORMED BY RUNWAYS 9-27, 13-31 AND
 NG0066'18-36.  104.2 FT SW OF RWY 13-31.  196.6 FT. NORTH OF RWY
 NG0066'9-27 AND 255.5 FT. NE OF AN IRON DRAIN.  THE STATION IS A
 NG0066'STANDARD TOPOGRAPHIC DISK SET IN A CONCRETE POST FLUSH WITH
 NG0066'THE GROUND AND STAMPED ARP 1964.
 NG0066
 NG0066                          STATION RECOVERY (1969)
 NG0066
 NG0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1985)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1985)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RAH)
 NG0066'THE STATION IS LOCATED IN A TRIANGLE FORMED BY RUNWAYS 9-27, 18-36 AND
 NG0066'13-31.  THE STATION IS 196.6 FT (59.9 M) NORTH OF THE NORTH EDGE OF
 NG0066'RUNWAY 9-27, 104.2 FT (31.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 NG0066'RUNWAY 13-31 AND 255.5 FT (77.9 M) NORTHEAST OF AN IRON GRATE IN CATCH
 NG0066'BASIN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1964
 NG0066'SET IN THE TOP OF A CONCRETE POST FLUSH WIT THE GROUND.
 NG0066
 NG0066                          STATION RECOVERY (1989)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0066'THE STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) SOUTHWEST OF COLOMA,
 NG0066'7.1 KM (4.40 MI) WEST-NORTHWEST OF MILLBURG AND 2.6 KM (1.60 MI)
 NG0066'NORTHEAST OF BENTON HARBOR, AT THE BENTON HARBOR ROSS FIELD-TWIN
 NG0066'CITIES AIRPORT.  OWNERSHIP--CITY OF BENTON HARBOR, 1123 TERRITORIAL
 NG0066'ROAD, BENTO HARBOR MI 49022.  AIRPORT MANAGER IS JOHN R.CHADDOCK, 1123
 NG0066'TERRITORIAL ROAD, BENTON HARBOR MI 49022.  PHONE IS 616-927-3194 OR
 NG0066'HOME 616-983-2193, OR AT THE AIRPORT CONTACT DOUG SHINDELDECKER
 NG0066'(GROUNDS SUPERINTENDENT) 616-972-2643.
 NG0066'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 NG0066'BUSINESS (MAIN STREET) AND STATE HIGHWAY 139 (FAIR STREET) IN
 NG0066'NORTHEAST BENTON HARBOR, GO EAST ON HIGHWAY 94 BUSINESS FOR 0.51 KM
 NG0066'(0.30 MI) TO A CROSS-STREET.  TURN LEFT AND GO NORTH ON WALNUT STREET
 NG0066'FOR 0.47 KM (0.30 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 NG0066'TERRITORIAL ROAD FOR 0.17 KM (0.10 MI) TO A PAVED ROAD ON THE LEFT.
 NG0066'TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.21 KM
 NG0066'(0.15 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 NG0066'PAVED ROAD FOR 0.10 KM (0.05 MI) TO A PAVED ROAD ON THE LEFT.  TURN
 NG0066'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.09 KM (0.05 MI) TO THE
 NG0066'AIRPORT TERMINAL BUILDING ON THE LEFT, AND A GRAVELED ROAD AND A GATE
 NG0066'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD, PASSING
 NG0066'THROUGH THE GATE, FOR 0.06 KM (0.05 MI) TO AN APRON AND THE
 NG0066'MAINTENANCE GARAGE.  TURN LEFT AND GO NORTH ON THE APRON FOR 0.11 KM
 NG0066'(0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO EAST ON THE TAXIWAY FOR
 NG0066'0.19 KM (0.10 MI) TO RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST ON
 NG0066'RUNWAY 13-31 FOR 0.29 KM (0.20 MI) TO THE STATION ON THE LEFT.
 NG0066'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NG0066'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 77.9 M (255.6 FT)
 NG0066'NORTHEAST OF THE CENTER OF A CATCH BASIN, 59.9 M (196.5 FT) NORTH OF
 NG0066'THE NORTH EDGE OF RUNWAY 9-27, 31.8 M (104.3 FT) SOUTHWEST OF THE
 NG0066'SOUTHWEST EDGE OF RUNWAY 13-31, AND 30.8 M (101.0 FT) SOUTHWEST OF THE
 NG0066'3RD RUNWAY LIGHT NORTHWEST OF THE JUNCTION OF THE RUNWAYS.
 NG0066'NOTE-CONTROL TOWER AT THIS AIRPORT IS CLOSED
 NG0066'DESCRIBED BY E.J. HANSMANN.
 NG0066
 NG0066                          STATION RECOVERY (1991)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1991)
 NG0066
 NG0066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NG0066'STATION IS LOCATED IN QUAD 420862. IT IS IN THE NORTHWEST 1/4, SECTION
 NG0066'17, T-4-S, R-18-W, BENTON TOWNSHIP AND ON THE BENTON HEIGHTS
 NG0066'QUADRANGLE MAP.  IT IS IN BENTON HARBOR, ON THE PROPERTY OF TWIN
 NG0066'CITIES AIRPORT, MANAGER JOHN R. CHADDOCK AT 1123 TERRITORIAL ROAD,
 NG0066'ROSS FIELD, BENTON HARBOR, MICH. 49022.  PHONE (616) 927-3194. TO
 NG0066'REACH THE STATION FROM THE INTERSTATE HIGHWAY I-94 AND INTERSTATE
 NG0066'HIGHWAY BUSINESS LOOP I-94 INTO BENTON HARBOR, EXIT 33 ABOUT 3-1/2
 NG0066'MILES EAST FROM BENTON HARBOR, GO WEST ON BUSINESS LOOP I-94 FOR 1.2
 NG0066'MI (1.9 KM) TO CRYSTAL ROAD EXIT, FOLLOW EXIT RAMP WESTERLY 0.1 MI
 NG0066'(0.2 KM) TO CRYSTAL ROAD, TURN RIGHT ON CRYSTAL ROAD AND GO NORTH FOR
 NG0066'0.15 MI (0.24 KM) TO FIRST STOP, TERRITORIAL ROAD, TURN LEFT AND GO
 NG0066'WEST FOR 0.35 MI (0.56 KM) TO A Y INTERSECTION AND STOP SIGN, CONTINUE
 NG0066'WEST ON TERRITORIAL ROAD FOR 0.25 MI (0.40 KM) TO AIRPORT ENTRANCE ON
 NG0066'RIGHT, TURN RIGHT INTO DRIVE AND GO NORTH 0.1 MI (0.2 KM) TO ONE WAY
 NG0066'SIGN AND DRIVE ON RIGHT, TURN RIGHT AND FOLLOW ONE WAY EAST ABOUT 600
 NG0066'FEET (182.9 M) TO A T DRIVE ON LEFT, TURN LEFT AND GO NORTH ABOUT 150
 NG0066'FEET (45.7 M) TO DRIVE RIGHT, TURN RIGHT AND GO EAST ABOUT 200 FEET
 NG0066'(61.0 M) TO DRIVE LEFT, TURN LEFT AND GO NORTH INTO DRIVEWAY TO
 NG0066'MAINTANENCE HANGOR AND ENTRANCE ONTO AIRFIELD, CONTINUE NORTH 0.1 MI
 NG0066'(0.2 KM) TO EAST-WEST TAXIWAY, TURN RIGHT AND GO EAST ABOUT 600 FEET
 NG0066'(182.9 M) TO NORTHWEST-SOUTHEAST RUNWAY INTERSECTION, TURN LEFT ONTO
 NG0066'RUNWAY AND GO NORTHWEST 300 FT (91.4 M) TO EAST-WEST RUNWAY
 NG0066'INTERSECTION, CONTINUE NORTHWEST ALONG RUNWAY 300 FT (91.4 M) TO
 NG0066'STATION ON THE LEFT IN A TRIANGLE FORMED BY RUNWAYS 13-31, 9-27, AND
 NG0066'8-36. STATION IS FLUSH WITH GROUND.  IT IS 225.6 FT (68.8 M) NORTHEAST
 NG0066'FROM CATCHBASIN GRATE, 196.6 FT (59.9 M) NORTH FROM NORTH EDGE OF
 NG0066'EAST-WEST RUNWAY 9-27, 104.2 FT (31.8 M) SOUTHWEST FROM SOUTHWEST EDGE
 NG0066'OF NORTHWEST-SOUTHEAST RUNWAY 13-31, 0.7 FT (21.3 CM) SOUTH FROM
 NG0066'CARSONITE WITNESS POST.
 NG0066
 NG0066                          STATION RECOVERY (1993)
 NG0066
 NG0066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0066'STATION IS LOCATED IN QUAD 420862 ON THE BENTON HEIGHTS QUADRANGLE
 NG0066'MAP. IT IS IN THE NORTH 1/2 OF SECTION 17, T-4-S, R-18-W, AT ROSS
 NG0066'FIELD TWIN CITIES AIRPORT, 1123 TERRITORIAL ROAD, BENTON HARBOR, MI
 NG0066'49022. (78891.1 KM) ABOUT 8.0 MILES NORTHEAST FROM STEVENSVILLE, 7.5
 NG0066'MILES SOUTHWEST FROM COLOMA AND 4.5 MILES WEST FROM MILBERG.  BEFORE
 NG0066'ENTRY CONTACT AIRPORT MANAGER JOHN R. CHADDOCK, PHONE 616-927-3194. TO
 NG0066'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 BUSINESS (MAIN
 NG0066'STREET), AND STATE HIGHWAY M-139 (FAIR STREET), IN NORTHEAST BENTON
 NG0066'HARBOR, GO EAST ALONG INTERSTATE 94 BUSINESS FOR 0.3 MILE TO WALNUT
 NG0066'STREET. GO NORTH ALONG WALNUT STREET FOR 0.3 MILE TO TERRITORIAL ROAD.
 NG0066'GO EAST ALONG TERRITORIAL ROAD 0.1 MILE TO ROSS FIELD (AIRPORT)
 NG0066'ENTRANCE. GO NORTH ALONG THE AIRPORT ENTRANCE ROAD FOR 0.15 MILE TO A
 NG0066'PAVED ROAD TO THE RIGHT. GO EAST ALONG PAVED ROAD FOR 0.05 MILE TO A
 NG0066'PAVED ROAD ON THE LEFT. GO NORTH ALONG THE PAVED ROAD FOR .05 MILE TO
 NG0066'THE AIRPORT TERMINAL BUILDING ON THE LEFT AND A GRAVEL ROAD AND A GATE
 NG0066'ON THE RIGHT. GO EAST ALONG THE GRAVEL ROAD, PASSING THROUGH THE GATE,
 NG0066'FOR .05 MILE TO AN APRON AND THE MAINTENANCE GARAGE. GO NORTH ALONG
 NG0066'THE APRON FOR .05 MILE TO A TAXIWAY. GO EAST ALONG THE TAXIWAY FOR .10
 NG0066'MILE TO RUNWAY 13-31. GO NORTHWEST ALONG RUNWAY 13-31 FOR .20 MILE TO
 NG0066'THE STATION ON THE LEFT AS DESCRIBED. STATION IS 255.6 FEET NORTHEAST
 NG0066'FROM THE CENTER OF A CATCH BASIN 196.5 FEET NORTH FROM THE NORTH EDGE
 NG0066'OF RUNWAY 9-27, 104.3 FEET SOUTHWEST FROM THE SOUTHWEST EDGE OF RUNWAY
 NG0066'13-31, 101.0 FEET SOUTHWEST FROM THE 3RD RUNWAY LIGHT NORTHWEST FROM
 NG0066'THE JUNCTION OF THE RUNWAYS, AND 1.0 FOOT SOUTH FROM CARSONITE WITNESS
 NG0066'MARKER.
 NG0066
 NG0066                          STATION RECOVERY (2000)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NG0066'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW LEE SCHERWITZ,
 NG0066'PHONE 616-927-3194.
 NG0066
 NG0066                          STATION RECOVERY (2020)
 NG0066
 NG0066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 NG0066'AIRPORT DIRECTOR IS NOW VINCENT DESJARDINS, PHONE 269-927-3194.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8099 ***********************************************************************
 AA8099  CBN         -  This is a Cooperative Base Network Control Station.
 AA8099  PACS        -  This is a Primary Airport Control Station.
 AA8099  DESIGNATION -  BEH D
 AA8099  PID         -  AA8099
 AA8099  STATE/COUNTY-  MI/BERRIEN
 AA8099  COUNTRY     -  US
 AA8099  USGS QUAD   -  BENTON HEIGHTS (2017)
 AA8099
 AA8099                         *CURRENT SURVEY CONTROL
 AA8099  ______________________________________________________________________
 AA8099* NAD 83(2011) POSITION- 42 07 31.95403(N) 086 25 45.86840(W)   ADJUSTED
 AA8099* NAD 83(2011) ELLIP HT-   157.186 (meters)        (06/27/12)   ADJUSTED
 AA8099* NAD 83(2011) EPOCH   -  2010.00
 AA8099* NAVD 88 ORTHO HEIGHT -   190.91  (meters)      626.3   (feet) GPS OBS
 AA8099  ______________________________________________________________________
 AA8099  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8099  GEOID HEIGHT    -        -33.546 (meters)                     GEOID93
 AA8099  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 AA8099  NAD 83(2011) X  -    295,060.284 (meters)                     COMP
 AA8099  NAD 83(2011) Y  - -4,728,576.597 (meters)                     COMP
 AA8099  NAD 83(2011) Z  -  4,256,061.898 (meters)                     COMP
 AA8099  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 AA8099
 AA8099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8099  Standards:
 AA8099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8099  -------------------------------------------------------------------
 AA8099  NETWORK    1.57   4.12           0.72   0.53   2.10     -0.03862125
 AA8099  -------------------------------------------------------------------
 AA8099  Click here for local accuracies and other accuracy information.
 AA8099
 AA8099.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AA8099
 AA8099.The horizontal coordinates were established by GPS observations
 AA8099.and adjusted by the National Geodetic Survey in June 2012.
 AA8099
 AA8099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8099.been affixed to the stable North American tectonic plate. See 
 AA8099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8099
 AA8099.The horizontal coordinates are valid at the epoch date displayed above
 AA8099.which is a decimal equivalence of Year/Month/Day.
 AA8099
 AA8099.The orthometric height was determined by GPS observations and a
 AA8099.high-resolution geoid model.
 AA8099
 AA8099.GPS derived orthometric heights for airport stations designated as
 AA8099.PACS or SACS are published to 2 decimal places.  This maintains
 AA8099.centimeter relative accuracy between the PACS and SACS.  It does
 AA8099.not indicate centimeter accuracy relative to other marks which are
 AA8099.part of the published vertical control network.
 AA8099
 AA8099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8099.GEOID18 height accuracy estimate available here.
 AA8099
 AA8099.Click photographs - Photos may exist for this station.
 AA8099
 AA8099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8099
 AA8099.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8099
 AA8099.The ellipsoidal height was determined by GPS observations
 AA8099.and is referenced to NAD 83.
 AA8099
 AA8099. The following values were computed from the NAD 83(2011) position.
 AA8099
 AA8099;                    North         East     Units Scale Factor Converg.
 AA8099;SPC MI S     -    71,574.037 3,829,454.728   MT  0.99999405   -1 24 13.5
 AA8099;SPC MI S     -   234,822.96 12,563,827.85   iFT  0.99999405   -1 24 13.5
 AA8099;UTM  16      - 4,663,872.771   547,162.163   MT  0.99962737   +0 22 57.8
 AA8099
 AA8099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8099!SPC MI S     -   0.99997535  x   0.99999405  =   0.99996940
 AA8099!UTM  16      -   0.99997535  x   0.99962737  =   0.99960273
 AA8099
 AA8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4716263872(NAD 83)
 AA8099
 AA8099|---------------------------------------------------------------------|
 AA8099| PID    Reference Object                     Distance      Geod. Az  |
 AA8099|                                                           dddmmss.s |
 AA8099| NG0066 BEH ARP                             344.156 METERS 01235     |
 AA8099|---------------------------------------------------------------------|
 AA8099
 AA8099                          SUPERSEDED SURVEY CONTROL
 AA8099
 AA8099  NAD 83(2007)-  42 07 31.95494(N)    086 25 45.86837(W) AD(2002.00) 0
 AA8099  ELLIP H (02/10/07)  157.190  (m)                       GP(2002.00)    
 AA8099  ELLIP H (07/12/02)  157.217  (m)                       GP(       ) 4 2
 AA8099  NAD 83(1994)-  42 07 31.95392(N)    086 25 45.86955(W) AD(       ) B
 AA8099  ELLIP H (09/20/95)  157.230  (m)                       GP(       ) 1 2
 AA8099
 AA8099.Superseded values are not recommended for survey control.
 AA8099
 AA8099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8099.See file dsdata.pdf to determine how the superseded data were derived.
 AA8099
 AA8099_MARKER: I = METAL ROD
 AA8099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8099_STAMPING: BEH D 1994
 AA8099_MARK LOGO: NGS
 AA8099_PROJECTION: FLUSH
 AA8099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8099+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2009
 AA8099_ROD/PIPE-DEPTH: 21.0 meters
 AA8099_SLEEVE-DEPTH  : 1.2 meters
 AA8099
 AA8099  HISTORY     - Date     Condition        Report By
 AA8099  HISTORY     - 1994     MONUMENTED       NGS
 AA8099  HISTORY     - 20000728 GOOD             NGS
 AA8099  HISTORY     - 20091111 GOOD             GEOCAC
 AA8099
 AA8099                          STATION DESCRIPTION
 AA8099
 AA8099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8099'STATION IS LOCATED ON THE NORTH SIDE OF BENTON HARBOR, AT THE
 AA8099'SOUTHWEST MICHIGAN AIRPORT (FORMERLY ROSS FIELD-TWIN CITIES) , AT THE
 AA8099'SOUTH SIDE OF THE AIRPORT, 92 M (301.8 FT) WEST OF THE MAIN ENTRANCE
 AA8099'TO THE TERMINAL BUILDING, IN A GRASS STRIP BETWEEN A LOW PERIMETER
 AA8099'FENCE AND THE EXIT ROAD, IN CENTRAL SECTION 17, T 4 S, R 18 W.
 AA8099'OWNERSHIP--CITIES OF BENTON HARBOR AND ST JOSEPH, 1125 TERRITORIAL
 AA8099'ROAD, BENTON HARBOR, MI 49022.  AIRPORT MANAGER IS JOHN CHADDOCK,
 AA8099'PHONE 616-927-3194.  NO ESCORT REQUIRED TO REACH THE STATION.  TO
 AA8099'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 94, 94
 AA8099'BUSINESS, AND U.S.  HIGHWAY 31 (EXIT 33) ON THE NORTHEAST SIDE OF
 AA8099'BENTON HARBOR, GO WEST ON HIGHWAY 94 BUSINESS FOR 2.97 KM (1.85 MI) TO
 AA8099'A CROSSROAD IN A CURVE.  TURN RIGHT, NORTH, ON URBANDALE AVENUE FOR
 AA8099'0.46 KM (0.30 MI) TO A T-ROAD.  TURN LEFT, WEST, ON TERRITORIAL ROAD
 AA8099'FOR 0.33 KM (0.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AA8099'RIGHT, NORTH, ON ROAD FOR 0.27 KM (0.15 MI) TO A ROAD RIGHT.  TURN
 AA8099'RIGHT, EAST, NORTH, AND WEST ON ROAD FOR 0.20 KM (0.10 MI) TO THE
 AA8099'TERMINAL BUILDING.  CONTINUE AHEAD FOR 0.09 KM (0.05 MI) TO A ROAD
 AA8099'CURVE LEFT AND THE STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH
 AA8099'GROUND AND ROD IS RECESSED 7 CM BELOW GROUND. STATION IS 5.8 M (19.0
 AA8099'FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE FENCE LINE, 11.7 M (38.4
 AA8099'FT) NORTH OF A MANHOLE COVER NEAR THE ROAD CENTER, ON LINE WITH THE
 AA8099'ROAD CENTER LEADING SOUTH, 34.7 M (113.8 FT) WEST OF A HYDRANT, 22.1 M
 AA8099'(72.5 FT) EAST-SOUTHEAST OF AN INTERIOR FENCE CORNER, AND 9.9 M (32.5
 AA8099'FT) EAST-SOUTHEAST OF A YELLOW GAS LINE WITNESS POST.
 AA8099
 AA8099                          STATION RECOVERY (2000)
 AA8099
 AA8099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA8099'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AA8099'MANAGER IS NOW LEE SCHERWITZ, 1123 TERRITORIAL ROAD, BENTON HARBOR, MI
 AA8099'49022.  PHONE 616-927-3194.  NOTE--THIS STATION IS DESIGNATED THE
 AA8099'PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA8099
 AA8099                          STATION RECOVERY (2009)
 AA8099
 AA8099'RECOVERY NOTE BY GEOCACHING 2009 (RJB)
 AA8099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1286 ***********************************************************************
 NE1286  DESIGNATION -  BEHRENDT
 NE1286  PID         -  NE1286
 NE1286  STATE/COUNTY-  MI/OAKLAND
 NE1286  COUNTRY     -  US
 NE1286  USGS QUAD   -  WALLED LAKE (2017)
 NE1286
 NE1286                         *CURRENT SURVEY CONTROL
 NE1286  ______________________________________________________________________
 NE1286* NAD 83(1994) POSITION- 42 30 06.02623(N) 083 27 16.05750(W)   ADJUSTED
 NE1286* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 NE1286  ______________________________________________________________________
 NE1286  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 NE1286  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 NE1286  HORZ ORDER      -  FIRST
 NE1286
 NE1286.The horizontal coordinates were established by classical geodetic methods
 NE1286.and adjusted by the National Geodetic Survey in February 1997.
 NE1286
 NE1286.The orthometric height was scaled from a topographic map.
 NE1286
 NE1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1286.GEOID18 height accuracy estimate available here.
 NE1286
 NE1286.Click photographs - Photos may exist for this station.
 NE1286
 NE1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1286
 NE1286. The following values were computed from the NAD 83(1994) position.
 NE1286
 NE1286;                    North         East     Units Scale Factor Converg.
 NE1286;SPC MI S     -   111,669.565 4,074,973.672   MT  0.99992913   +0 37 14.8
 NE1286;SPC MI S     -   366,369.96 13,369,336.19   iFT  0.99992913   +0 37 14.8
 NE1286;UTM  17      - 4,708,398.324   298,326.381   MT  1.00010043   -1 39 31.8
 NE1286
 NE1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1286!SPC MI S     -   0.99995827  x   0.99992913  =   0.99988740
 NE1286!UTM  17      -   0.99995827  x   1.00010043  =   1.00005869
 NE1286
 NE1286:                Primary Azimuth Mark                     Grid Az
 NE1286:SPC MI S     -  BEHRENDT AZ MK                           186 39 40.1
 NE1286:UTM  17      -  BEHRENDT AZ MK                           188 56 26.7
 NE1286
 NE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9832608398(NAD 83)
 NE1286
 NE1286|---------------------------------------------------------------------|
 NE1286| PID    Reference Object                     Distance      Geod. Az  |
 NE1286|                                                           dddmmss.s |
 NE1286| CH0800 BEHRENDT RM 2                        58.686 METERS 00719     |
 NE1286| CH0799 BEHRENDT RM 1                        36.043 METERS 14819     |
 NE1286| CH0798 BEHRENDT AZ MK                                     1871654.9 |
 NE1286| NE1453 NOVI MACHINE AND FOUNDRY TANK       APPROX. 3.3 KM 2090002.7 |
 NE1286|---------------------------------------------------------------------|
 NE1286
 NE1286                          SUPERSEDED SURVEY CONTROL
 NE1286
 NE1286  NAD 83(1986)-  42 30 06.03061(N)    083 27 16.08635(W) AD(       ) 1
 NE1286  NAD 27      -  42 30 05.90800(N)    083 27 16.32000(W) AD(       ) 1
 NE1286
 NE1286.Superseded values are not recommended for survey control.
 NE1286
 NE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1286.See file dsdata.pdf to determine how the superseded data were derived.
 NE1286
 NE1286_MARKER: DS = TRIANGULATION STATION DISK
 NE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1286_STAMPING: BEHRENDT 1943
 NE1286_MARK LOGO: CGS
 NE1286_PROJECTION: RECESSED 38 CENTIMETERS
 NE1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1286+STABILITY: SURFACE MOTION
 NE1286
 NE1286  HISTORY     - Date     Condition        Report By
 NE1286  HISTORY     - 1943     MONUMENTED       CGS
 NE1286  HISTORY     - 1957     GOOD             CGS
 NE1286  HISTORY     - 1980     GOOD             MIDH
 NE1286
 NE1286                          STATION DESCRIPTION
 NE1286
 NE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1286'STATION IS LOCATED ABOUT 1.75 MILES NE OF THE VILLAGE OF NOVI, 6 MILES
 NE1286'NW OF FARMINGTON AND ON PROPERTY OWNED BY MRS.  MATHILDA BEHRENDT.  IT
 NE1286'IS 45 FEET W OF THE EDGE OF THE WOODS, 60.0 FEET W OF A N-S FENCELINE,
 NE1286'194.0 FEET S OF THE E-W FENCELINE AND 15 INCHES BELOW THE SURFACE OF
 NE1286'THE GROUND.  THE DISK IS STAMPED BEHRENDT 1943.
 NE1286'
 NE1286'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 NE1286'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1286'
 NE1286'REFERENCE MARK 1 IS 118.25 FEET SE OF THE STATION, 16 FEET N OF A
 NE1286'30-INCH WALNUT TREE AND 1.0 FOOT W OF A N-S FENCELINE.  THE DISK IS
 NE1286'STAMPED BEHRENDT NO 1 1943.
 NE1286'
 NE1286'REFERENCE MARK 2 IS 192.54 FEET N OF THE STATION, 2.0 FEET S OF AN E-W
 NE1286'FENCELINE AND 20 FEET W OF THE FENCE CORNER.  THE DISK IS STAMPED
 NE1286'BEHRENDT NO 2 1943.
 NE1286'
 NE1286'AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 32.6 FEET N OF THE
 NE1286'CENTER LINE OF TWELVE MILE ROAD, 19 FEET W OF A 20-INCH ELM TREE.  THE
 NE1286'DISK IS STAMPED BEHRENDT 1943.  NOTE 11A.
 NE1286'
 NE1286'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 16 AND NOVI
 NE1286'ROAD IN THE VILLAGE OF NOVI, GO N ON NOVI ROAD FOR 1.0 MILE TO TWELVE
 NE1286'MILE ROAD, TURN RIGHT AND GO E 0.95 MILE TO MEADOW BROOK ROAD, *TURN
 NE1286'LEFT ON MEADOW BROOK ROAD AND GO 0.3 MILE TO MRS.  BEHRENDTS
 NE1286'CEMENT-BLOCK HOUSE, TURN RIGHT AND PASS THE HOUSE ON THE S THROUGH
 NE1286'GATE INTO ORCHARD, CONTINUE THRUGH ORCHARD FOR 0.25 MILE TO A SMALL
 NE1286'BARE HILL AND STATION.
 NE1286'
 NE1286'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO E ON TWELVE MILE ROAD
 NE1286'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NE1286'
 NE1286'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 NE1286
 NE1286                          STATION RECOVERY (1957)
 NE1286
 NE1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1286'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 NE1286'GOOD CONDITION.  DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR THE
 NE1286'FOLLOWING-
 NE1286'
 NE1286'STATION MARK IS 68.7 FT. NW OF A TRIANGULARLY-BLAZED, 18-IN.  ELM
 NE1286'TREE.
 NE1286'
 NE1286'AZIMUTH MARK IS 23.7 FT. E OF A TRIANGULARLY-BLAZED 24-IN.  ELM TREE,
 NE1286'AND ABOUT 1 FT. N OF A FENCE.
 NE1286'
 NE1286'REFERENCE MARK 2 IS 26.4 FT. W-NW OF A 22-IN. OAK TREE ALONG AN OLD
 NE1286'FENCE LINE, 22.6 FT. NE OF THE NE CORNER OF A BUILDING, 17.6 FT. S OF
 NE1286'A 16-IN. OAK TREE, AND AT THE CORNER OF A WOODED AREA.
 NE1286
 NE1286                          STATION RECOVERY (1980)
 NE1286
 NE1286'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1286'THE STATION, AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1286'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 NE1286'DIRECTIONS AND DISTANCES WERE NOT CHECKED.
 NE1286'
 NE1286'TO REACH STATION FROM THE INTERSECTION OF US 16 (GRAND RIVER) AND NOVI
 NE1286'ROADS IN THE CITY OF NOVI GO NORTH ON NOVI ROAD FOR 1 MILE TO 12 MILE
 NE1286'ROAD TURN RIGHT AND GO EAST 0.95 MILES TO MEADOWBROOK ROAD CONTINUE
 NE1286'EAST 0.5 MILES TO SUMMIT STREET, A TEE ROAD LEFT, TURN LEFT AND GO
 NE1286'NORTH 0.5 MILE TO A FORK LEFT (SUMMIT COURT) GO LEFT FOR 0.15 MILE TO
 NE1286'THE ADDRESS OF RAYMOND BARRIER AT 28680 SUMMIT COURT AND THE STATION
 NE1286'BEHIND THE HOUSE AS DESCRIBED.
 NE1286'
 NE1286'THE STATION IS IS 162 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NE1286'WHITE BRICK HOUSE AND 15 FEET NORTH OF A 28 INCH HICKORY TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0566 ***********************************************************************
 RK0566  DESIGNATION -  BELL
 RK0566  PID         -  RK0566
 RK0566  STATE/COUNTY-  MI/MARQUETTE
 RK0566  COUNTRY     -  US
 RK0566  USGS QUAD   -  GREENWOOD (2017)
 RK0566
 RK0566                         *CURRENT SURVEY CONTROL
 RK0566  ______________________________________________________________________
 RK0566* NAD 83(1994) POSITION- 46 24 57.47837(N) 087 45 55.80501(W)   ADJUSTED
 RK0566* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 RK0566  ______________________________________________________________________
 RK0566  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 RK0566  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 RK0566  HORZ ORDER      -  SECOND
 RK0566
 RK0566.The horizontal coordinates were established by classical geodetic methods
 RK0566.and adjusted by the National Geodetic Survey in February 1997.
 RK0566
 RK0566.The orthometric height was scaled from a topographic map.
 RK0566
 RK0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0566.GEOID18 height accuracy estimate available here.
 RK0566
 RK0566.Click photographs - Photos may exist for this station.
 RK0566
 RK0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0566
 RK0566. The following values were computed from the NAD 83(1994) position.
 RK0566
 RK0566;                    North         East     Units Scale Factor Converg.
 RK0566;SPC MI N     -   181,741.969 7,941,154.142   MT  0.99990543   -0 33 11.9
 RK0566;SPC MI N     -   596,266.30 26,053,655.32   iFT  0.99990543   -0 33 11.9
 RK0566;UTM  16      - 5,140,550.557   441,171.287   MT  0.99964254   -0 33 16.3
 RK0566
 RK0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0566!SPC MI N     -   0.99993127  x   0.99990543  =   0.99983671
 RK0566!UTM  16      -   0.99993127  x   0.99964254  =   0.99957384
 RK0566
 RK0566:                Primary Azimuth Mark                     Grid Az
 RK0566:SPC MI N     -  BELL AZ MK                               200 29 16.0
 RK0566:UTM  16      -  BELL AZ MK                               200 29 20.4
 RK0566
 RK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4117140550(NAD 83)
 RK0566
 RK0566|---------------------------------------------------------------------|
 RK0566| PID    Reference Object                     Distance      Geod. Az  |
 RK0566|                                                           dddmmss.s |
 RK0566| CJ2237 BELL RM 1                            22.710 METERS 04252     |
 RK0566| CJ2236 BELL AZ MK                                         1995604.1 |
 RK0566| CJ2238 BELL RM 2                            21.252 METERS 33741     |
 RK0566|---------------------------------------------------------------------|
 RK0566
 RK0566                          SUPERSEDED SURVEY CONTROL
 RK0566
 RK0566  NAD 83(1986)-  46 24 57.47276(N)    087 45 55.80069(W) AD(       ) 2
 RK0566  NAD 27      -  46 24 57.69400(N)    087 45 55.31300(W) AD(       ) 2
 RK0566
 RK0566.Superseded values are not recommended for survey control.
 RK0566
 RK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0566.See file dsdata.pdf to determine how the superseded data were derived.
 RK0566
 RK0566_MARKER: DS = TRIANGULATION STATION DISK
 RK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0566_STAMPING: BELL 1955
 RK0566_MARK LOGO: CGS
 RK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0566+STABILITY: SURFACE MOTION
 RK0566
 RK0566  HISTORY     - Date     Condition        Report By
 RK0566  HISTORY     - 1955     MONUMENTED       CGS
 RK0566
 RK0566                          STATION DESCRIPTION
 RK0566
 RK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0566'THE STATION IS IN SECTION 2, T. 46 N., R. 28 W,, ON THE SOUTHERN
 RK0566'OF A HILL AND ON LAND OWNED BY THE STATE OF MICHIGAN.  IT IS
 RK0566'APPROXIMATELY 10 MILES NORTHEAST OF REPUBLIC, 6-1/2 MILES SOUTHWEST
 RK0566'OF ISHPEMING AND 1/2 MILE NORTHWEST OF COUNTY HIGHWAY 581.
 RK0566'
 RK0566'TO REACH FROM THE JUNCTION OF PINE AND DIVISION STREETS IN ISHPEMING,
 RK0566'GO SOUTH-SOUTHWEST ON PINE STREET WHICH IS ALSO COUNTY HIGHWAY 581,
 RK0566'FOR 3.7 MILES TO THE JUNCTION OF COUNTY HIGHWAYS 581 AND 482 (BOTH
 RK0566'PAVED ROADS), KEEP LEFT FORK AND GO SOUTH-SOUTHWEST ON COUNTY
 RK0566'HIGHWAY 581 FOR 4.1 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT
 RK0566'AND GO NORTHWESTERLY ON THE GRAVEL ROAD FOR 0.4 MILE TO A SIDE
 RK0566'ROAD RIGHT AND THE AZIMUTH MARK 37 YARDS SOUTHEAST OF THE
 RK0566'INTERSECTION AND 38 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 RK0566'TURN RIGHT AND GO NORTHEASTERLY ON THE TRACK ROAD FOR 0.15
 RK0566'MILE TO A DIM FORK, KEEP LEFT FORK AND GO 0.05 MILE TO A SADDLE, BEAR
 RK0566'RIGHT AND FOLLOW ALONG THE SUMMIT OF THE RIDGE
 RK0566'SOUTH-SOUTHEASTERLY ABOUT 37 YARDS TO THE STATION ON THE WESTERN
 RK0566'EDGE OF THE SOUTHERN SUMMIT.
 RK0566'
 RK0566'THE STATION MARK, STAMPED BELL 1955, IS A STANDARD DISK SET IN A
 RK0566'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 18 FEET
 RK0566'SOUTHEAST OF A 6-INCH BIRCH TREE WITH A TRIANGLE BLAZE AND 3 FEET
 RK0566'NORTHEAST OF A WHITE WITNESS POST.
 RK0566'
 RK0566'REFERENCE MARK NO. 1, STAMPED BELL NO 1 1955, IS A STANDARD DISK SET
 RK0566'IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 5.5 FEET
 RK0566'NORTH OF A 6-INCH TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND
 RK0566'ABOUT 8 FEET LOWER THAN THE STATION.
 RK0566'
 RK0566'REFERENCE MARK NO. 2, STAMPED BELL NO 2 1955, IS A STANDARD DISK SET
 RK0566'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 42 FEET
 RK0566'SOUTHEAST OF THE CENTER OF THE TRACK ROAD IN THE SADDLE AND 3 FEET
 RK0566'LOWER THAN THE STATION.
 RK0566'
 RK0566'THE AZIMUTH MARK, STAMPED BELL 1955, IS A STANDARD DISK SET IN A
 RK0566'SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 38 FEET
 RK0566'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 13-1/2 FEET EAST OF A
 RK0566'14-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 1 FOOT
 RK0566'SOUTHEAST OF A WHITE WITNESS POST.  A LITTLE CLEARING WILL BE
 RK0566'REQUIRED TO SEE THE AZIMUTH MARK FROM THE GROUND.
 RK0566'
 RK0566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1003 ***********************************************************************
 OJ1003  DESIGNATION -  BELL
 OJ1003  PID         -  OJ1003
 OJ1003  STATE/COUNTY-  MI/LAPEER
 OJ1003  COUNTRY     -  US
 OJ1003  USGS QUAD   -  COLUMBIAVILLE (2017)
 OJ1003
 OJ1003                         *CURRENT SURVEY CONTROL
 OJ1003  ______________________________________________________________________
 OJ1003* NAD 83(1994) POSITION- 43 11 28.22507(N) 083 27 22.43560(W)   ADJUSTED
 OJ1003* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 OJ1003  ______________________________________________________________________
 OJ1003  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 OJ1003  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 OJ1003  HORZ ORDER      -  FIRST
 OJ1003
 OJ1003.The horizontal coordinates were established by classical geodetic methods
 OJ1003.and adjusted by the National Geodetic Survey in February 1997.
 OJ1003
 OJ1003.The orthometric height was scaled from a topographic map.
 OJ1003
 OJ1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1003.GEOID18 height accuracy estimate available here.
 OJ1003
 OJ1003.Click photographs - Photos may exist for this station.
 OJ1003
 OJ1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1003
 OJ1003. The following values were computed from the NAD 83(1994) position.
 OJ1003
 OJ1003;                    North         East     Units Scale Factor Converg.
 OJ1003;SPC MI S     -   188,253.200 4,073,999.864   MT  0.99992113   +0 37 10.5
 OJ1003;SPC MI S     -   617,628.61 13,366,141.29   iFT  0.99992113   +0 37 10.5
 OJ1003;UTM  17      - 4,784,973.637   300,414.416   MT  1.00009005   -1 40 54.1
 OJ1003
 OJ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1003!SPC MI S     -   0.99995929  x   0.99992113  =   0.99988042
 OJ1003!UTM  17      -   0.99995929  x   1.00009005  =   1.00004934
 OJ1003
 OJ1003:                Primary Azimuth Mark                     Grid Az
 OJ1003:SPC MI S     -  OTTER                                    359 15 11.2
 OJ1003:UTM  17      -  OTTER                                    001 33 15.8
 OJ1003
 OJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0041484973(NAD 83)
 OJ1003
 OJ1003|---------------------------------------------------------------------|
 OJ1003| PID    Reference Object                     Distance      Geod. Az  |
 OJ1003|                                                           dddmmss.s |
 OJ1003| CH0802 BELL RM 1                                          09207     |
 OJ1003| CH0803 BELL RM 2                                          18009     |
 OJ1003| CH0801 BELL AZ MK                                         3370423.1 |
 OJ1003| OJ1004 OTTER LAKE AMER LEGION TANK         APPROX. 3.5 KM 3564728.0 |
 OJ1003| OJ1002 OTTER                               APPROX. 4.5 KM 3595221.7 |
 OJ1003|---------------------------------------------------------------------|
 OJ1003
 OJ1003                          SUPERSEDED SURVEY CONTROL
 OJ1003
 OJ1003  NAD 83(1986)-  43 11 28.22055(N)    083 27 22.46512(W) AD(       ) 1
 OJ1003  NAD 27      -  43 11 28.12900(N)    083 27 22.64000(W) AD(       ) 1
 OJ1003
 OJ1003.Superseded values are not recommended for survey control.
 OJ1003
 OJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1003.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1003
 OJ1003_MARKER: DS = TRIANGULATION STATION DISK
 OJ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1003_STAMPING: BELL 1943
 OJ1003_MARK LOGO: CGS
 OJ1003_PROJECTION: RECESSED 30 CENTIMETERS
 OJ1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1003+STABILITY: SURFACE MOTION
 OJ1003
 OJ1003  HISTORY     - Date     Condition        Report By
 OJ1003  HISTORY     - 1943     MONUMENTED       CGS
 OJ1003  HISTORY     - 1980     GOOD             MIDH
 OJ1003  HISTORY     - 19970526 GOOD             USPSQD
 OJ1003
 OJ1003                          STATION DESCRIPTION
 OJ1003
 OJ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1003'STATION IS LOCATED ON A HIGH BARE HILL OWNED BY MRS. JAMES M. BELL
 OJ1003'ABOUT 3-1/2 MILES NE OF OTISVILLE AND ABOUT 3 MILES NW OF
 OJ1003'COLUMBIAVILLE.  IT IS 194 FEET W OF A LARGE STONE PILE, 97 FEET N OF A
 OJ1003'SMALLER STONE PILE, AND 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
 OJ1003'STAMPED BELL 1943.
 OJ1003'
 OJ1003'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ1003'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1003'
 OJ1003'REFERENCE MARK 1 IS ON THE W SIDE OF THE LARGE STONE PILE AND 184.15
 OJ1003'FEET E OF THE STATION.  STAMPED BELL NO 1 1943.
 OJ1003'
 OJ1003'REFERENCE MARK 2 IS ON THE E SIDE OF THE SMALL STONE PILE AND 87.41
 OJ1003'FEET S OF THE STATION.  STAMPED BELL NO 2 1943.
 OJ1003'
 OJ1003'AZIMUTH MARK IS ABOUT 0.6 MILE NW OF THE STATION ON THE W SIDE OF
 OJ1003'COUNTY-LINE ROAD 0.25 MILE N OF FARRAND ROAD.  IT IS 1.6 FEET S OF A
 OJ1003'REFERENCE POST, 7.0 FEET E OF A N-S WIRE FENCELINE AND 26.5 FEET W OF
 OJ1003'THE CENTER LINE OF THE ROAD.  STAMPED BELL 1943.
 OJ1003'
 OJ1003'TO REACH FROM THE INTERSECTION OF WATER AND FIRST STREETS IN
 OJ1003'COLUMBIAVILLE, GO W ON WATER STREET FOR 0.1 MILE TO COLUMBIAVILLE
 OJ1003'ROAD, TURN RIGHT AND GO N, THEN CURVE W FOR 2.6 MILES TO COUNTY-LINE
 OJ1003'ROAD, TURN RIGHT AND GO N FOR 2.45 MILES TO A BOARD GATE ON THE
 OJ1003'RIGHT,* TURN RIGHT AND GO UP HILL TO HIGHEST POINT AND STATION.
 OJ1003'
 OJ1003'*TO REACH AZIMUTH MARK FROM THIS POINT GO N 0.55 MILE TO AZIMUTH MARK
 OJ1003'ON THE LEFT.
 OJ1003'
 OJ1003'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 OJ1003
 OJ1003                          STATION RECOVERY (1980)
 OJ1003
 OJ1003'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1003'STATION AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 IS DISTURBED.
 OJ1003'DISTANCES AND DIRECTIONS WERE NOT CHECKED.  THE AZIMUTH WAS FOUND
 OJ1003'LYING IN DITCH, DISK HAD BEEN REMOVED.  THE TO REACH AND DESCRIPTION
 OJ1003'ARE ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS.
 OJ1003'
 OJ1003'THE STATION IS 202 FEET NORTH OF AN EAST WEST FENCE AND A 40 INCH OAK
 OJ1003'TREE.  A METAL WITNESS POST AND SIGN WERE PLACED 100 FEET SOUTH OF
 OJ1003'STATION.  THE COUNTY LINE ROAD IN ORIGINAL DESCRIPTION IS NOW CALLED
 OJ1003'WASHBURN ROAD.  THE BOARD GATE MENTIONED IS NOW A PIPE TYPE GATE, AND
 OJ1003'IS KEPT LOCKED.  THE OWNER, TONY LEKI, LIVES 1000 FEET SOUTH OF GATE
 OJ1003'AND ON WEST SIDE OF ROAD.  HE HAS KEY TO GATE.  THE ROAD THRU GATE
 OJ1003'LEADS TO OIL WELL SITE.
 OJ1003'
 OJ1003'THE STATION IS SOUTH OF WELL SITE ON HIGHEST POINT OF HILL.
 OJ1003'
 OJ1003'THE STATION WAS FOUND BURIED 1 FOOT BELOW GROUND SURFACE.
 OJ1003
 OJ1003                          STATION RECOVERY (1997)
 OJ1003
 OJ1003'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1310 ***********************************************************************
 NE1310  DESIGNATION -  BELL DCS
 NE1310  PID         -  NE1310
 NE1310  STATE/COUNTY-  MI/WAYNE
 NE1310  COUNTRY     -  US
 NE1310  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1310
 NE1310                         *CURRENT SURVEY CONTROL
 NE1310  ______________________________________________________________________
 NE1310* NAD 83(1994) POSITION- 42 24 09.30866(N) 083 06 50.31830(W)   ADJUSTED
 NE1310* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 NE1310  ______________________________________________________________________
 NE1310  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 NE1310  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 NE1310  HORZ ORDER      -  SECOND
 NE1310
 NE1310.The horizontal coordinates were established by classical geodetic methods
 NE1310.and adjusted by the National Geodetic Survey in February 1997.
 NE1310
 NE1310.The orthometric height was scaled from a topographic map.
 NE1310
 NE1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1310.GEOID18 height accuracy estimate available here.
 NE1310
 NE1310.Click photographs - Photos may exist for this station.
 NE1310
 NE1310.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1310
 NE1310. The following values were computed from the NAD 83(1994) position.
 NE1310
 NE1310;                    North         East     Units Scale Factor Converg.
 NE1310;SPC MI S     -   101,024.352 4,103,119.738   MT  0.99994210   +0 51 09.0
 NE1310;SPC MI S     -   331,444.72 13,461,678.93   iFT  0.99994210   +0 51 09.0
 NE1310;UTM  17      - 4,696,641.157   326,029.645   MT  0.99997239   -1 25 33.2
 NE1310
 NE1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1310!SPC MI S     -   0.99997484  x   0.99994210  =   0.99991694
 NE1310!UTM  17      -   0.99997484  x   0.99997239  =   0.99994723
 NE1310
 NE1310:                Primary Azimuth Mark                     Grid Az
 NE1310:SPC MI S     -  NORTHWEST GAS DCS                        256 46 44.1
 NE1310:UTM  17      -  NORTHWEST GAS DCS                        259 03 26.3
 NE1310
 NE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2602996641(NAD 83)
 NE1310
 NE1310|---------------------------------------------------------------------|
 NE1310| PID    Reference Object                     Distance      Geod. Az  |
 NE1310|                                                           dddmmss.s |
 NE1310| NE1376 NORTHWEST GAS DCS                   APPROX. 5.2 KM 2573753.1 |
 NE1310|---------------------------------------------------------------------|
 NE1310
 NE1310                          SUPERSEDED SURVEY CONTROL
 NE1310
 NE1310  NAD 83(1986)-  42 24 09.31538(N)    083 06 50.34886(W) AD(       ) 2
 NE1310  NAD 27      -  42 24 09.18316(N)    083 06 50.62044(W) AD(       ) 2
 NE1310
 NE1310.Superseded values are not recommended for survey control.
 NE1310
 NE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1310.See file dsdata.pdf to determine how the superseded data were derived.
 NE1310
 NE1310_MARKER: 42 = RADIO/TV MAST
 NE1310
 NE1310  HISTORY     - Date     Condition        Report By
 NE1310  HISTORY     - 1960     FIRST OBSERVED   MI1260
 NE1310  HISTORY     - 1977     GOOD             NGS
 NE1310  HISTORY     - 1984     GOOD             USPSQD
 NE1310  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1310  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE1310  HISTORY     - 19990925 GOOD             USPSQD
 NE1310
 NE1310                          STATION DESCRIPTION
 NE1310
 NE1310'DESCRIBED BY CITY OF DETROIT MICHIGAN 1960
 NE1310'STATION IS THE RADIO MAST ON TOP OF THE MICHIGAN BELL TELEPHONE BLDG.
 NE1310'
 NE1310'SOUTH ECC. DESTROYED.  COVERED BY SIGN 1963.
 NE1310
 NE1310                          STATION RECOVERY (1977)
 NE1310
 NE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1310'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE FLAGPOLE IS NO
 NE1310'LONGER IN USE AND THE POLE IS USED AS AN ANTENNA.  THE BUILDING IS
 NE1310'LOCATED AT THE NE CORNER OF OAKMAN BOULEVARD AND WOODROW WILSON
 NE1310'STREET, IN THE HIGHLAND PARK SECTION OF DETROIT.  THE ANTENNA IS
 NE1310'235 FEET HIGH AND MOUNTED IN THE CENTER AND TOP OF THE BUILDING.
 NE1310'
 NE1310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HIGHLAND PARK.
 NE1310
 NE1310                          STATION RECOVERY (1984)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1984 (NMF)
 NE1310'THE RADIO MAST WAS CHECKED ON 9-13-84 AND FOUND TO BE AS DISCRIBED.
 NE1310
 NE1310                          STATION RECOVERY (1988)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1310'MARK NOT FOUND.
 NE1310
 NE1310                          STATION RECOVERY (1989)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1310'MARK NOT FOUND.
 NE1310
 NE1310                          STATION RECOVERY (1999)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1312 ***********************************************************************
 NE1312  DESIGNATION -  BELL TELEPHONE BLDG FLAGPOLE
 NE1312  PID         -  NE1312
 NE1312  STATE/COUNTY-  MI/WAYNE
 NE1312  COUNTRY     -  US
 NE1312  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1312
 NE1312                         *CURRENT SURVEY CONTROL
 NE1312  ______________________________________________________________________
 NE1312* NAD 83(1994) POSITION- 42 24 09.34810(N) 083 06 50.35542(W)   ADJUSTED
 NE1312  ______________________________________________________________________
 NE1312  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 NE1312  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 NE1312  HORZ ORDER      -  THIRD
 NE1312
 NE1312.The horizontal coordinates were established by classical geodetic methods
 NE1312.and adjusted by the National Geodetic Survey in February 1997.
 NE1312
 NE1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1312.GEOID18 height accuracy estimate available here.
 NE1312
 NE1312.Click photographs - Photos may exist for this station.
 NE1312
 NE1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1312
 NE1312. The following values were computed from the NAD 83(1994) position.
 NE1312
 NE1312;                    North         East     Units Scale Factor Converg.
 NE1312;SPC MI S     -   101,025.557 4,103,118.871   MT  0.99994210   +0 51 08.9
 NE1312;SPC MI S     -   331,448.68 13,461,676.09   iFT  0.99994210   +0 51 08.9
 NE1312;UTM  17      - 4,696,642.395   326,028.827   MT  0.99997240   -1 25 33.2
 NE1312
 NE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2602896642(NAD 83)
 NE1312
 NE1312                          SUPERSEDED SURVEY CONTROL
 NE1312
 NE1312  NAD 83(1986)-  42 24 09.35482(N)    083 06 50.38602(W) AD(       ) 3
 NE1312  NAD 27      -  42 24 09.22600(N)    083 06 50.66000(W) AD(       ) 3
 NE1312
 NE1312.Superseded values are not recommended for survey control.
 NE1312
 NE1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1312.See file dsdata.pdf to determine how the superseded data were derived.
 NE1312
 NE1312_MARKER: 62 = FLAGPOLE
 NE1312
 NE1312  HISTORY     - Date     Condition        Report By
 NE1312  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1312  HISTORY     - 1988     GOOD             USPSQD
 NE1312  HISTORY     - 1989     GOOD             USPSQD
 NE1312  HISTORY     - 19970317 GOOD             USPSQD
 NE1312
 NE1312                          STATION DESCRIPTION
 NE1312
 NE1312'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1107 ***********************************************************************
 NE1107  DESIGNATION -  BELLE ISLE WM LIVINGSTON LTHSE
 NE1107  PID         -  NE1107
 NE1107  STATE/COUNTY-  MI/WAYNE
 NE1107  COUNTRY     -  US
 NE1107  USGS QUAD   -  BELLE ISLE (2017)
 NE1107
 NE1107                         *CURRENT SURVEY CONTROL
 NE1107  ______________________________________________________________________
 NE1107* NAD 83(1994) POSITION- 42 20 49.26549(N) 082 57 15.47911(W)   ADJUSTED
 NE1107  ______________________________________________________________________
 NE1107  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 NE1107  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 NE1107  HORZ ORDER      -  THIRD
 NE1107
 NE1107.The horizontal coordinates were established by classical geodetic methods
 NE1107.and adjusted by the National Geodetic Survey in February 1997.
 NE1107
 NE1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1107.GEOID18 height accuracy estimate available here.
 NE1107
 NE1107.Click photographs - Photos may exist for this station.
 NE1107
 NE1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1107
 NE1107. The following values were computed from the NAD 83(1994) position.
 NE1107
 NE1107;                    North         East     Units Scale Factor Converg.
 NE1107;SPC MI S     -    95,061.115 4,116,366.556   MT  0.99995067   +0 57 40.2
 NE1107;SPC MI S     -   311,880.30 13,505,139.62   iFT  0.99995067   +0 57 40.2
 NE1107;UTM  17      - 4,690,156.076   339,028.940   MT  0.99991882   -1 19 00.2
 NE1107
 NE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3902890156(NAD 83)
 NE1107
 NE1107                          SUPERSEDED SURVEY CONTROL
 NE1107
 NE1107  NAD 83(1986)-  42 20 49.27298(N)    082 57 15.51224(W) AD(       ) 3
 NE1107  NAD 27      -  42 20 49.13281(N)    082 57 15.80773(W) AD(       ) 3
 NE1107
 NE1107.Superseded values are not recommended for survey control.
 NE1107
 NE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1107.See file dsdata.pdf to determine how the superseded data were derived.
 NE1107
 NE1107_MARKER: 13 = LIGHTHOUSE
 NE1107
 NE1107  HISTORY     - Date     Condition        Report By
 NE1107  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1107  HISTORY     - 1964     GOOD             CGS
 NE1107
 NE1107                          STATION DESCRIPTION
 NE1107
 NE1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1107'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1413 ***********************************************************************
 NF1413  DESIGNATION -  BELLEVUE GRAND TRUNK MICROWAVE
 NF1413  PID         -  NF1413
 NF1413  STATE/COUNTY-  MI/EATON
 NF1413  COUNTRY     -  US
 NF1413  USGS QUAD   -  OLIVET (2017)
 NF1413
 NF1413                         *CURRENT SURVEY CONTROL
 NF1413  ______________________________________________________________________
 NF1413* NAD 83(1994) POSITION- 42 29 00.68245(N) 084 56 00.40593(W)   ADJUSTED
 NF1413  ______________________________________________________________________
 NF1413  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 NF1413  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 NF1413  HORZ ORDER      -  THIRD
 NF1413
 NF1413.The horizontal coordinates were established by classical geodetic methods
 NF1413.and adjusted by the National Geodetic Survey in February 1997.
 NF1413
 NF1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1413.GEOID18 height accuracy estimate available here.
 NF1413
 NF1413.Click photographs - Photos may exist for this station.
 NF1413
 NF1413.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1413
 NF1413. The following values were computed from the NAD 83(1994) position.
 NF1413
 NF1413;                    North         East     Units Scale Factor Converg.
 NF1413;SPC MI S     -   109,404.118 3,953,402.615   MT  0.99993129   -0 23 08.6
 NF1413;SPC MI S     -   358,937.40 12,970,481.02   iFT  0.99993129   -0 23 08.6
 NF1413;UTM  16      - 4,705,532.687   669,848.614   MT  0.99995495   +1 23 45.7
 NF1413
 NF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6984805532(NAD 83)
 NF1413
 NF1413                          SUPERSEDED SURVEY CONTROL
 NF1413
 NF1413  NAD 83(1986)-  42 29 00.68082(N)    084 56 00.42316(W) AD(       ) 3
 NF1413  NAD 27      -  42 29 00.54491(N)    084 56 00.45909(W) AD(       ) 3
 NF1413
 NF1413.Superseded values are not recommended for survey control.
 NF1413
 NF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1413.See file dsdata.pdf to determine how the superseded data were derived.
 NF1413
 NF1413_MARKER: 45 = MICROWAVE TOWER
 NF1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1413+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 NF1413
 NF1413  HISTORY     - Date     Condition        Report By
 NF1413  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1413  HISTORY     - 20011128 GOOD             NGS
 NF1413  HISTORY     - 20050211 GOOD             GEOCAC
 NF1413
 NF1413                          STATION DESCRIPTION
 NF1413
 NF1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1413'THE STATION IS THE LIGHT TOP NOT CENTERED OF THE BELLEVUE GRAND
 NF1413'TRUNK RADIO COMMUNICATIONS INCORPORATED MICROWAVE TOWER WAA 742.
 NF1413'IT IS A 3 LEGGED SKELETON STEEL TOWER WITH (2) TWO DISK SHAPED
 NF1413'ANTENNAS ATTACHED, PAINTED ALTERNATELY RED AND WHITE, AND IS
 NF1413'APPROXIMATELY 240 FEET HIGH, OWNED BY BELLEVUE GRAND TRUNK RADIO
 NF1413'COMMUNICATIONS INCORPORATED.
 NF1413'
 NF1413'LOCATED 5.0 MILES NORTHEAST OF BELLEVUE, 0.1 MILE EAST OF AINGER
 NF1413'ROAD AND 65 FEET SOUTHEAST OF THE RAILROAD TRACKS.
 NF1413
 NF1413                          STATION RECOVERY (2001)
 NF1413
 NF1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1413'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1413
 NF1413                          STATION RECOVERY (2005)
 NF1413
 NF1413'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8076 ***********************************************************************
 AA8076  CBN         -  This is a Cooperative Base Network Control Station.
 AA8076  DESIGNATION -  BELTLINE
 AA8076  PID         -  AA8076
 AA8076  STATE/COUNTY-  MI/KENT
 AA8076  COUNTRY     -  US
 AA8076  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 AA8076
 AA8076                         *CURRENT SURVEY CONTROL
 AA8076  ______________________________________________________________________
 AA8076* NAD 83(2011) POSITION- 42 58 17.85793(N) 085 35 22.17007(W)   ADJUSTED
 AA8076* NAD 83(2011) ELLIP HT-   216.336 (meters)        (06/27/12)   ADJUSTED
 AA8076* NAD 83(2011) EPOCH   -  2010.00
 AA8076* NAVD 88 ORTHO HEIGHT -   249.9   (meters)      820.    (feet) GPS OBS
 AA8076  ______________________________________________________________________
 AA8076  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8076  GEOID HEIGHT    -        -33.275 (meters)                     GEOID93
 AA8076  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 AA8076  NAD 83(2011) X  -    359,459.486 (meters)                     COMP
 AA8076  NAD 83(2011) Y  - -4,660,418.639 (meters)                     COMP
 AA8076  NAD 83(2011) Z  -  4,325,343.460 (meters)                     COMP
 AA8076  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 AA8076
 AA8076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8076  Standards:
 AA8076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8076  -------------------------------------------------------------------
 AA8076  NETWORK    0.72   2.14           0.34   0.23   1.09      0.02731798
 AA8076  -------------------------------------------------------------------
 AA8076  Click here for local accuracies and other accuracy information.
 AA8076
 AA8076.The horizontal coordinates were established by GPS observations
 AA8076.and adjusted by the National Geodetic Survey in June 2012.
 AA8076
 AA8076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8076.been affixed to the stable North American tectonic plate. See 
 AA8076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8076
 AA8076.The horizontal coordinates are valid at the epoch date displayed above
 AA8076.which is a decimal equivalence of Year/Month/Day.
 AA8076
 AA8076.The orthometric height was determined by GPS observations and a
 AA8076.high-resolution geoid model.
 AA8076
 AA8076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8076.GEOID18 height accuracy estimate available here.
 AA8076
 AA8076.Click photographs - Photos may exist for this station.
 AA8076
 AA8076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8076
 AA8076.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8076
 AA8076.The ellipsoidal height was determined by GPS observations
 AA8076.and is referenced to NAD 83.
 AA8076
 AA8076. The following values were computed from the NAD 83(2011) position.
 AA8076
 AA8076;                    North         East     Units Scale Factor Converg.
 AA8076;SPC MI S     -   164,189.197 3,900,256.481   MT  0.99990802   -0 49 55.8
 AA8076;SPC MI S     -   538,678.47 12,796,117.06   iFT  0.99990802   -0 49 55.8
 AA8076;UTM  16      - 4,758,629.219   615,021.936   MT  0.99976276   +0 57 41.6
 AA8076
 AA8076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8076!SPC MI S     -   0.99996607  x   0.99990802  =   0.99987410
 AA8076!UTM  16      -   0.99996607  x   0.99976276  =   0.99972884
 AA8076
 AA8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1502158629(NAD 83)
 AA8076
 AA8076                          SUPERSEDED SURVEY CONTROL
 AA8076
 AA8076  NAD 83(2007)-  42 58 17.85789(N)    085 35 22.17081(W) AD(2002.00) 0
 AA8076  ELLIP H (02/10/07)  216.350  (m)                       GP(2002.00)    
 AA8076  ELLIP H (07/12/02)  216.356  (m)                       GP(       ) 4 2
 AA8076  NAD 83(1994)-  42 58 17.85779(N)    085 35 22.17145(W) AD(       ) B
 AA8076  ELLIP H (09/20/95)  216.379  (m)                       GP(       ) 1 2
 AA8076
 AA8076.Superseded values are not recommended for survey control.
 AA8076
 AA8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8076.See file dsdata.pdf to determine how the superseded data were derived.
 AA8076
 AA8076_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8076_STAMPING: BELTLINE 1994
 AA8076_MARK LOGO: NGS
 AA8076_PROJECTION: FLUSH
 AA8076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8076+STABILITY: SURFACE MOTION
 AA8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8076+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AA8076
 AA8076  HISTORY     - Date     Condition        Report By
 AA8076  HISTORY     - 1994     MONUMENTED       NGS
 AA8076  HISTORY     - 19980707 GOOD             WADTRI
 AA8076  HISTORY     - 20031004 GOOD             JCLS
 AA8076  HISTORY     - 20050501 GOOD             JCLS
 AA8076  HISTORY     - 20051107 MARK NOT FOUND   MIDT
 AA8076  HISTORY     - 20080524 MARK NOT FOUND   GEOCAC
 AA8076
 AA8076                          STATION DESCRIPTION
 AA8076
 AA8076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8076'STATION IS LOCATED ABOUT 4 MI (6.4 KM) EASTERLY ALONG INTERSTATE
 AA8076'HIGHWAYS 196 AND 96 FROM DOWNTOWN GRAND RAPIDS, AT THE INTERSECTION OF
 AA8076'STATE HIGHWAY 37 (EAST BELTLINE AVENUE AND THE ON-RAMP OF INTERSTATE
 AA8076'HIGHWAY 96 EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EAST BOUND.
 AA8076'IN SOUTHWEST 1/4 OF SECTION 23, T7N, R11W, GRAND RAPIDS TOWNSHIP.  TO
 AA8076'REACH FROM INTERSECTION OF I-96 AND EAST BELTLINE AVENUE (EXIT 38)
 AA8076'FROM THE OFF-RAMP OF I-96 GOING WESTERLY, TRAVEL SOUTH 0.25 MILES
 AA8076'(0.40 KM) TO THE INTERSECTION OF THE ON-RAMP OF I-96 EASTBOUND WHICH
 AA8076'IS NEXT TO THE OFF-RAMP OF I-96 EASTBOUND, TURN LEFT, GOING EAST ON
 AA8076'DRIVEWAY FOR ABOUT 300 FEET (91.4 M) TO A MICHIGAN DEPARTMENT OF
 AA8076'TRANSPORTATION CAR POOL PARKING LOT AND THE STATION ON THE LEFT.
 AA8076'STATION IS 295 FT (89.9 M) EAST FROM EAST EDGE OF EAST BELTLINE
 AA8076'AVENUE, 22 FT (6.7 M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AA8076'PARKING LOT FOR CAR POOL PARKING, AND 4 FT (1.2 M) NORTHWEST FROM THE
 AA8076'MOST WESTERLY FENCE POST OF A FENCE LINE.
 AA8076
 AA8076                          STATION RECOVERY (1998)
 AA8076
 AA8076'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 AA8076'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) EASTERLY ALONG INTERSTATE
 AA8076'HIGHWAYS 196 AND 96 FROM DOWNTOWN GRAND RAPIDS, AT THE INTERSECTION OF
 AA8076'STATE HIGHWAY 37 (EAST BELTLINE AVE.  AND THE ON-RAMP OF INTERSTATE
 AA8076'HIGHWAY 96 EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EAST
 AA8076'BOUND.) IT IS IN THE SOUTHWEST 1/4 OF SECTION 23, T7N, R11W, GRAND
 AA8076'RAPIDS TWP.  TO REACH FROM INTERSECTION OF I-96 AND EAST BELTLINE
 AA8076'AVENUE (EXIT 38) FROM THE OFF-RAMP OF I-96 GOING WESTERLY, TRAVEL
 AA8076'SOUTH 0.25 MILES (0.40 KM) TO THE INTERSECTION OF THE ON-RAMP OF I-96
 AA8076'EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EASTBOUND, TURN LEFT,
 AA8076'GOING EAST ON DRIVEWAY FOR ABOUT 300 FEET (91.4 M) TO A MICHIGAN
 AA8076'DEPARTMENT OF TRANSPORTATION CAR POOL PARKING LOT AND THE STATION ON
 AA8076'THE LEFT.  STATION IS 295 FT (89.9 M) EAST FROM EAST EDGE OF EASR
 AA8076'BELTLINE AVE., 22 FT (6.7 M) NORTH-NORTWEST FROM THE NORTHWEST CORNER
 AA8076'OF PARKING LOT FOR CAR POOL PARKING, AND 4 FT (1.2 M) NORTHWEST FROM
 AA8076'THE MOST WESTERLY FENCE POST OF A FENCE LINE.
 AA8076
 AA8076                          STATION RECOVERY (2003)
 AA8076
 AA8076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8076'RECOVERED IN GOOD CONDITION.
 AA8076
 AA8076                          STATION RECOVERY (2005)
 AA8076
 AA8076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 AA8076'RECOVERED IN GOOD CONDITION.
 AA8076
 AA8076                          STATION RECOVERY (2005)
 AA8076
 AA8076'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (RCZ)
 AA8076'MARK WAS DESTROYED.
 AA8076'THIS STATION WAS IN A CUT SECTION OF A NEW DEVELOPMENT AND DESTROYED
 AA8076'BY CONSTRUCTION.
 AA8076
 AA8076                          STATION RECOVERY (2008)
 AA8076
 AA8076'RECOVERY NOTE BY GEOCACHING 2008 (PJP)
 AA8076'AREA HAS BEEN CONVERTED INTO A PARK AND RIDE LOT.  AREA AROUND
 AA8076'LONG/LAT FIGURES IS PAVED, WITH NO EVIDENCE OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0729 ***********************************************************************
 NG0729  DESIGNATION -  BELVEDERE FARM GRAY WATER TANK
 NG0729  PID         -  NG0729
 NG0729  STATE/COUNTY-  MI/ALLEGAN
 NG0729  COUNTRY     -  US
 NG0729  USGS QUAD   -  SAUGATUCK (2017)
 NG0729
 NG0729                         *CURRENT SURVEY CONTROL
 NG0729  ______________________________________________________________________
 NG0729* NAD 83(1994) POSITION- 42 41 12.01093(N) 086 09 56.87312(W)   ADJUSTED
 NG0729  ______________________________________________________________________
 NG0729  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 NG0729  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 NG0729  HORZ ORDER      -  THIRD
 NG0729
 NG0729.The horizontal coordinates were established by classical geodetic methods
 NG0729.and adjusted by the National Geodetic Survey in February 1997.
 NG0729
 NG0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0729.GEOID18 height accuracy estimate available here.
 NG0729
 NG0729.Click photographs - Photos may exist for this station.
 NG0729
 NG0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0729
 NG0729. The following values were computed from the NAD 83(1994) position.
 NG0729
 NG0729;                    North         East     Units Scale Factor Converg.
 NG0729;SPC MI S     -   133,387.185 3,852,577.926   MT  0.99991284   -1 13 27.7
 NG0729;SPC MI S     -   437,622.00 12,639,691.36   iFT  0.99991284   -1 13 27.7
 NG0729;UTM  16      - 4,726,358.263   568,339.096   MT  0.99965746   +0 33 56.2
 NG0729
 NG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6833926358(NAD 83)
 NG0729
 NG0729                          SUPERSEDED SURVEY CONTROL
 NG0729
 NG0729  NAD 83(1986)-  42 41 12.01085(N)    086 09 56.88437(W) AD(       ) 3
 NG0729  NAD 27      -  42 41 11.92700(N)    086 09 56.74400(W) AD(       ) 3
 NG0729
 NG0729.Superseded values are not recommended for survey control.
 NG0729
 NG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0729.See file dsdata.pdf to determine how the superseded data were derived.
 NG0729
 NG0729_MARKER: 51 = TANK
 NG0729
 NG0729  HISTORY     - Date     Condition        Report By
 NG0729  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0729  HISTORY     - 1965     GOOD             USLS
 NG0729  HISTORY     - 20010808 GOOD             NGS
 NG0729
 NG0729                          STATION DESCRIPTION
 NG0729
 NG0729'DESCRIBED BY US LAKE SURVEY 1965
 NG0729'STATION RECOERED
 NG0729
 NG0729                          STATION RECOVERY (2001)
 NG0729
 NG0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0580 ***********************************************************************
 OL0580  DESIGNATION -  BENONA
 OL0580  PID         -  OL0580
 OL0580  STATE/COUNTY-  MI/OCEANA
 OL0580  COUNTRY     -  US
 OL0580  USGS QUAD   -  LITTLE POINT SABLE (2017)
 OL0580
 OL0580                         *CURRENT SURVEY CONTROL
 OL0580  ______________________________________________________________________
 OL0580* NAD 83(1994) POSITION- 43 38 36.47116(N) 086 30 13.50778(W)   ADJUSTED
 OL0580* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 OL0580  ______________________________________________________________________
 OL0580  GEOID HEIGHT    -        -34.956 (meters)                     GEOID18
 OL0580  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 OL0580  HORZ ORDER      -  FIRST
 OL0580
 OL0580.The horizontal coordinates were established by classical geodetic methods
 OL0580.and adjusted by the National Geodetic Survey in February 1997.
 OL0580
 OL0580.The orthometric height was scaled from a topographic map.
 OL0580
 OL0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0580.GEOID18 height accuracy estimate available here.
 OL0580
 OL0580.Click photographs - Photos may exist for this station.
 OL0580
 OL0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0580
 OL0580. The following values were computed from the NAD 83(1994) position.
 OL0580
 OL0580;                    North         East     Units Scale Factor Converg.
 OL0580;SPC MI S     -   240,288.877 3,827,588.866   MT  0.99999454   -1 27 15.7
 OL0580;SPC MI S     -   788,349.33 12,557,706.25   iFT  0.99999454   -1 27 15.7
 OL0580;UTM  16      - 4,832,394.062   540,023.730   MT  0.99961970   +0 20 33.0
 OL0580
 OL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0580!SPC MI S     -   0.99996034  x   0.99999454  =   0.99995488
 OL0580!UTM  16      -   0.99996034  x   0.99961970  =   0.99958005
 OL0580
 OL0580:                Primary Azimuth Mark                     Grid Az
 OL0580:SPC MI S     -  PENTWATER                                021 06 39.8
 OL0580:UTM  16      -  PENTWATER                                019 18 51.1
 OL0580
 OL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4002332394(NAD 83)
 OL0580
 OL0580|---------------------------------------------------------------------|
 OL0580| PID    Reference Object                     Distance      Geod. Az  |
 OL0580|                                                           dddmmss.s |
 OL0580| OL0524 PENTWATER                           APPROX.15.4 KM 0193924.1 |
 OL0580| CH0804 BENONA RM 1                          32.885 METERS 07450     |
 OL0580| CH0805 BENONA RM 2                          21.351 METERS 15929     |
 OL0580| OL0581 LITTLE SABLE LIGHTHOUSE             APPROX. 3.0 KM 2865647.4 |
 OL0580|---------------------------------------------------------------------|
 OL0580
 OL0580                          SUPERSEDED SURVEY CONTROL
 OL0580
 OL0580  NAD 83(1986)-  43 38 36.47507(N)    086 30 13.51655(W) AD(       ) 1
 OL0580  NAD 27      -  43 38 36.45315(N)    086 30 13.22750(W) AD(       ) 1
 OL0580
 OL0580.Superseded values are not recommended for survey control.
 OL0580
 OL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0580.See file dsdata.pdf to determine how the superseded data were derived.
 OL0580
 OL0580_MARKER: DS = TRIANGULATION STATION DISK
 OL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0580_STAMPING: BENONA 1932
 OL0580_MARK LOGO: CGS
 OL0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0580+STABILITY: SURFACE MOTION
 OL0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0580+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0580
 OL0580  HISTORY     - Date     Condition        Report By
 OL0580  HISTORY     - 1932     MONUMENTED       CGS
 OL0580  HISTORY     - 1955     GOOD             AMS
 OL0580  HISTORY     - 1965     GOOD             USLS
 OL0580  HISTORY     - 1980     GOOD             MIDH
 OL0580  HISTORY     - 19940820 GOOD             USPSQD
 OL0580  HISTORY     - 20010928 GOOD             USPSQD
 OL0580  HISTORY     - 20051014 GOOD             USPSQD
 OL0580
 OL0580                          STATION DESCRIPTION
 OL0580
 OL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0580'ABOUT 7 MILES NORTHWEST OF SHELBY, 0.5 MILE EAST OF LITTLE SABLE
 OL0580'LIGHTHOUSE, IN NE 1/4 SEC. 6, T. 14 N., R. 18 W., BENONA TOWNSHIP, 0.3
 OL0580'MILE WEST OF FARMHOUSE OF F.E. LITTLE, 175 FEET WEST OF EAST EDGE OF
 OL0580'WOODS, AND ON HIGHEST POINT OF RIDGE.
 OL0580'
 OL0580'TO REACH FROM SHELBY, FOLLOW LITTLE SABLE ROAD WEST 6.7 MILES FROM
 OL0580'STANDARD OIL STATION TO ROAD LEADING NORTH, TURN RIGHT AT WHITE
 OL0580'BUNGALOW WITH TAR-PAPER ROOF IN SOUTHWEST CORNER OF INTERSECTION,
 OL0580'CONTINUE NORTH 2.25 MILES TO F. E. LITTLES HOUSE ON WEST SIDE OF ROAD,
 OL0580'FOLLOW LANE PAST BARNS WEST TO PASTURE, PROCEED WEST ALONG SUMMIT OF
 OL0580'RIDGE TO EDGE OF WOODS, AND CONTINUE 175 FEET INTO WOODS TO STATION
 OL0580'SITE.
 OL0580'
 OL0580'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 OL0580'NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE MARKS ARE
 OL0580'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OL0580'
 OL0580'NO. 1 PROJECTS 6 INCHES, AND IS ON RIDGE, AND 107.89 FEET FROM STATION
 OL0580'IN AZIMUTH 254 DEG 50 MIN.
 OL0580'
 OL0580'NO. 2 PROJECTS 7 INCHES, AND IS IN WOODS NORTH OF STATION, AND 70.05
 OL0580'FEET FROM STATION IN AZIMUTH 339 DEG 30 MIN.
 OL0580
 OL0580                          STATION RECOVERY (1955)
 OL0580
 OL0580'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 OL0580'STATION FOUND IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (1965)
 OL0580
 OL0580'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0580'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OL0580'
 OL0580'THE STATION IS 18.7 SSE OF BLAZED 9 INCH OAK TREE, 15.8 W OF BLAZED 6
 OL0580'INCH POPLAR TREE, 12.4 FEET NNE OF 8 INCH BLAZED OAK TREE, SURFACE
 OL0580'MARK BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE
 OL0580'CONCRETE MONUMENT 2 INCHES ABOVE GROUND SURFACE, SUB-SURFACE MARK
 OL0580'BEING A STANDARD BRONZE DISC SET IN TOP OF CONCRETE BLOCK 3 FEET BELOW
 OL0580'THE GROUND.  TO REACH FROM SHELBY FOLLOW LITTLE SABLE ROAD (BLACK TOP)
 OL0580'WEST 6.75 MILES TO GRAVEL COUNTY ROAD, GO NORTH 2.35 MILES ON GRAVEL
 OL0580'ROAD TO END OF ROAD TRAVEL AND W. CLARK HOUSE ON WEST SIDE OF ROAD,
 OL0580'PROCEED WEST ALONG SUMMIT OF RIDGE TO EDGE OF WOOD CONTINUE WEST ABOUT
 OL0580'175 FEET INTO WOODS AND VICINITY OF STATION, APPROX. 1/4 MILE DUE WEST
 OL0580'OF BARN.  IN NE SEC. 6, T. 14 N., R. 18W., BENONA TOWNSHIP.
 OL0580'
 OL0580'REFERENCE MARK NO 1 IS 107.9 FEET NORTHEAST OF STATION, 10.6 FEET
 OL0580'NORTH OF BLAZED 8 INCH OAK TREE, 9.4 FEET SOUTH OF BLAZED 9 INCH OAK
 OL0580'TREE, 3 FEET SUTHWEST OF BLAZED 10 INCH OAK TREE, BEING A STANDARD
 OL0580'BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 OL0580'ABOVE GROUND SURFACE.
 OL0580'
 OL0580'REFERENCE MARK NO 2 IS 70 FEET SOUTH OF STATION, 16.8 FEET SOUTHWEST
 OL0580'OF BLAZED 7 INCH WHITE OAK TREE, 12.2 FEET NORTH OF BLAZED 12 INCH OAK
 OL0580'TREE, 8 FEET SOUTH OF A BLAZED 6 INCH OAK TREE, BEING A STANDARD
 OL0580'BRONZE DISC SET IN TOP 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 OL0580'GROUND SURFACE.
 OL0580'
 OL0580'REFERENCE MARK NO 3 IS 167 FEET (SLOPE) EAST SOUTHEAST OF THE STATION,
 OL0580'21 FEET SOUTH SOUTHEAST OF A BLAZED 12 INCH OAK TREE, 15 FEET
 OL0580'SOUTHEAST OF BLAZED 15 INCHES OAK TREE, ONE FOOT WEST OF NORTH-SOUTH
 OL0580'FENCE LINE, BEING A STANDARD BRONZE DISC SET IN TOP 6 INCHES DIAMETER
 OL0580'CONCRETE MONUMENT 3 INCHES ABOVE GROUND SURFACE.
 OL0580
 OL0580                          STATION RECOVERY (1980)
 OL0580
 OL0580'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0580'THE STATION AND ALL REFERENCE MARKS WERE FOUND AND IN GOOD CONDITION
 OL0580'AS DESCRIBED.  THE STATION AND ALL THE MARKS ARE NOW IN A HEAVY
 OL0580'WOODED AREA.
 OL0580
 OL0580                          STATION RECOVERY (1994)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0580'RECOVERED IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (2001)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0580'RECOVERED IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (2005)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0752 ***********************************************************************
 NG0752  DESIGNATION -  BENTON HARBOR B VAWTER CO STK
 NG0752  PID         -  NG0752
 NG0752  STATE/COUNTY-  MI/BERRIEN
 NG0752  COUNTRY     -  US
 NG0752  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0752
 NG0752                         *CURRENT SURVEY CONTROL
 NG0752  ______________________________________________________________________
 NG0752* NAD 83(1994) POSITION- 42 07 37.29532(N) 086 27 15.60964(W)   ADJUSTED
 NG0752  ______________________________________________________________________
 NG0752  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 NG0752  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 NG0752  HORZ ORDER      -  THIRD
 NG0752
 NG0752.The horizontal coordinates were established by classical geodetic methods
 NG0752.and adjusted by the National Geodetic Survey in February 1997.
 NG0752
 NG0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0752.GEOID18 height accuracy estimate available here.
 NG0752
 NG0752.Click photographs - Photos may exist for this station.
 NG0752
 NG0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0752
 NG0752. The following values were computed from the NAD 83(1994) position.
 NG0752
 NG0752;                    North         East     Units Scale Factor Converg.
 NG0752;SPC MI S     -    71,789.589 3,827,398.203   MT  0.99999371   -1 25 14.6
 NG0752;SPC MI S     -   235,530.15 12,557,080.72   iFT  0.99999371   -1 25 14.6
 NG0752;UTM  16      - 4,664,024.045   545,100.676   MT  0.99962503   +0 21 57.7
 NG0752
 NG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4510064024(NAD 83)
 NG0752
 NG0752                          SUPERSEDED SURVEY CONTROL
 NG0752
 NG0752  NAD 83(1986)-  42 07 37.29305(N)    086 27 15.62251(W) AD(       ) 3
 NG0752  NAD 27      -  42 07 37.15500(N)    086 27 15.54100(W) AD(       ) 3
 NG0752
 NG0752.Superseded values are not recommended for survey control.
 NG0752
 NG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0752.See file dsdata.pdf to determine how the superseded data were derived.
 NG0752
 NG0752_MARKER: 63 = STACK
 NG0752
 NG0752  HISTORY     - Date     Condition        Report By
 NG0752  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0752  HISTORY     - 1964     GOOD             CGS
 NG0752  HISTORY     - 1969     GOOD             CGS
 NG0752  HISTORY     - 1978     GOOD             NGS
 NG0752
 NG0752                          STATION DESCRIPTION
 NG0752
 NG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0752'THE STACK WAS RECOVERED IN GOOD CONDITION.
 NG0752'THE STACK IS
 NG0752'LOCATED ON THE PROPERTY OF SPERRY RAND CORP, AT THE INTERSECTION
 NG0752'OF NORTH SHORE RD. AND HIGMAN
 NG0752'PARK RD., JUST NORTH OF BENTON HARBOR
 NG0752'CITY LIMIT.
 NG0752
 NG0752                          STATION RECOVERY (1969)
 NG0752
 NG0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 NG0752'THE STATION WAS RECOVERED AS DESCRIBED.
 NG0752'
 NG0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BENTON HARBOR.
 NG0752
 NG0752                          STATION RECOVERY (1978)
 NG0752
 NG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 NG0752'STACK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0752'
 NG0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF BENTON
 NG0752'HARBOR CITY LIMIT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK6949 ***********************************************************************
 DK6949  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6949  DESIGNATION -  BENTON HARBOR CORS ARP
 DK6949  CORS_ID     -  MIBH
 DK6949  PID         -  DK6949
 DK6949  STATE/COUNTY-  MI/BERRIEN
 DK6949  COUNTRY     -  US
 DK6949  USGS QUAD   -  BENTON HARBOR (2017)
 DK6949
 DK6949                         *CURRENT SURVEY CONTROL
 DK6949  ______________________________________________________________________
 DK6949* NAD 83(2011) POSITION- 42 05 17.55483(N) 086 23 23.24341(W)   ADJUSTED
 DK6949* NAD 83(2011) ELLIP HT-   172.940 (meters)        (04/??/25)   ADJUSTED
 DK6949* NAD 83(2011) EPOCH   -  2010.00
 DK6949* NAVD 88 ORTHO HEIGHT -   206.681 (meters)      678.09  (feet) ADJUSTED
 DK6949  ______________________________________________________________________
 DK6949  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 DK6949  NAD 83(2011) X  -    298,505.684 (meters)                     COMP
 DK6949  NAD 83(2011) Y  - -4,731,158.148 (meters)                     COMP
 DK6949  NAD 83(2011) Z  -  4,252,995.898 (meters)                     COMP
 DK6949  VERT ORDER      -  FIRST     CLASS II
 DK6949
 DK6949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6949  Standards:
 DK6949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6949  -------------------------------------------------------------------
 DK6949  NETWORK    0.19   0.30           0.08   0.07   0.15     -0.28356700
 DK6949  -------------------------------------------------------------------
 DK6949
 DK6949.The coordinates were established by GPS observations
 DK6949.and adjusted by the National Geodetic Survey in April 2025.
 DK6949
 DK6949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6949.been affixed to the stable North American Tectonic Plate. 
 DK6949
 DK6949.The coordinates are valid at the epoch date displayed above
 DK6949.which is a decimal equivalence of Year/Month/Day.
 DK6949
 DK6949.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK6949.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK6949.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK6949.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK6949.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK6949.published epoch of 2010.00.
 DK6949
 DK6949.Additional information on MYCS is available at:
 DK6949.https://geodesy.noaa.gov/CORS/index.shtml
 DK6949
 DK6949.The orthometric height was determined by differential leveling and
 DK6949.adjusted by the NATIONAL GEODETIC SURVEY
 DK6949.in January 2009.
 DK6949
 DK6949.No vertical observational check was made to the station.
 DK6949
 DK6949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6949.GEOID18 height accuracy estimate available here.
 DK6949
 DK6949.The PID for the CORS L1 Phase Center is DR5974.
 DK6949
 DK6949.Click photographs - Photos may exist for this station.
 DK6949
 DK6949.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6949
 DK6949.The ellipsoidal height was determined by GPS observations
 DK6949.and is referenced to NAD 83.
 DK6949
 DK6949. The following values were computed from the NAD 83(2011) position.
 DK6949
 DK6949;                    North         East     Units Scale Factor Converg.
 DK6949;SPC MI S     -    67,348.971 3,832,630.034   MT  1.00000281   -1 22 36.5
 DK6949;SPC MI S     -   220,961.19 12,574,245.52   iFT  1.00000281   -1 22 36.5
 DK6949;UTM  16      - 4,659,750.251   550,466.399   MT  0.99963134   +0 24 32.5
 DK6949
 DK6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6949!SPC MI S     -   0.99997288  x   1.00000281  =   0.99997569
 DK6949!UTM  16      -   0.99997288  x   0.99963134  =   0.99960423
 DK6949
 DK6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5046659750(NAD 83)
 DK6949
 DK6949                          SUPERSEDED SURVEY CONTROL
 DK6949
 DK6949  NAD 83(2011)-  42 05 17.55499(N)    086 23 23.24334(W) AD(2010.00) c
 DK6949  ELLIP H (06/??/20)  172.934  (m)                       GP(2010.00) c c
 DK6949  NAD 83(2011)-  42 05 17.55499(N)    086 23 23.24345(W) AD(2010.00) c
 DK6949  ELLIP H (06/??/19)  172.937  (m)                       GP(2010.00) c c
 DK6949  NAD 83(2011)-  42 05 17.55496(N)    086 23 23.24324(W) AD(2010.00) c
 DK6949  ELLIP H (08/??/11)  172.926  (m)                       GP(2010.00) c c
 DK6949  NAD 83(CORS)-  42 05 17.55512(N)    086 23 23.24394(W) AD(2002.00) c
 DK6949  ELLIP H (10/??/08)  172.940  (m)                       GP(2002.00) c c
 DK6949
 DK6949.Superseded values are not recommended for survey control.
 DK6949
 DK6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6949.See file dsdata.pdf to determine how the superseded data were derived.
 DK6949
 DK6949_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6949_MARK LOGO: MIDT
 DK6949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6949
 DK6949                          STATION DESCRIPTION
 DK6949
 DK6949'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK6949'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK6949'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK6949'AND LOG FILES ACCESSIBLE AT:
 DK6949'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0749 ***********************************************************************
 NG0749  DESIGNATION -  BENTON HARBOR HIGH SCHOOL STK
 NG0749  PID         -  NG0749
 NG0749  STATE/COUNTY-  MI/BERRIEN
 NG0749  COUNTRY     -  US
 NG0749  USGS QUAD   -  BENTON HARBOR (2017)
 NG0749
 NG0749                         *CURRENT SURVEY CONTROL
 NG0749  ______________________________________________________________________
 NG0749* NAD 83(1994) POSITION- 42 06 08.64663(N) 086 27 26.60873(W)   ADJUSTED
 NG0749  ______________________________________________________________________
 NG0749  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 NG0749  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 NG0749  HORZ ORDER      -  THIRD
 NG0749
 NG0749.The horizontal coordinates were established by classical geodetic methods
 NG0749.and adjusted by the National Geodetic Survey in February 1997.
 NG0749
 NG0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0749.GEOID18 height accuracy estimate available here.
 NG0749
 NG0749.Click photographs - Photos may exist for this station.
 NG0749
 NG0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0749
 NG0749. The following values were computed from the NAD 83(1994) position.
 NG0749
 NG0749;                    North         East     Units Scale Factor Converg.
 NG0749;SPC MI S     -    69,061.515 3,827,077.737   MT  0.99999943   -1 25 22.1
 NG0749;SPC MI S     -   226,579.77 12,556,029.32   iFT  0.99999943   -1 25 22.1
 NG0749;UTM  16      - 4,661,288.323   544,865.510   MT  0.99962477   +0 21 49.7
 NG0749
 NG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4486561288(NAD 83)
 NG0749
 NG0749                          SUPERSEDED SURVEY CONTROL
 NG0749
 NG0749  NAD 83(1986)-  42 06 08.64434(N)    086 27 26.62137(W) AD(       ) 3
 NG0749  NAD 27      -  42 06 08.50000(N)    086 27 26.54000(W) AD(       ) 3
 NG0749
 NG0749.Superseded values are not recommended for survey control.
 NG0749
 NG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0749.See file dsdata.pdf to determine how the superseded data were derived.
 NG0749
 NG0749_MARKER: 63 = STACK
 NG0749
 NG0749  HISTORY     - Date     Condition        Report By
 NG0749  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0749  HISTORY     - 1964     GOOD             CGS
 NG0749  HISTORY     - 1978     GOOD             NGS
 NG0749  HISTORY     - 1987     GOOD             USPSQD
 NG0749
 NG0749                          STATION DESCRIPTION
 NG0749
 NG0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0749'THE STACK WAS RECOVERED IN GOOD CONDITION.
 NG0749'THE STACK IS
 NG0749'LOCATED AT THE BENTON HARBOR HIGH SCHOOL IN THE NW CORNER
 NG0749'OF THE INTERSECTION OF W.
 NG0749'EMPIRE ST. AND S. COLFAX ST. IN THE SOUTH SIDE
 NG0749'OF BENTON HARBOR.  (THERE HAS BEEN SOME
 NG0749'REPAIRS ON THE STACK, BUT IT IS
 NG0749'STILL IN ITS ORIGINAL POSITION.)
 NG0749
 NG0749                          STATION RECOVERY (1978)
 NG0749
 NG0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 NG0749'STACK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0749'
 NG0749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BENTON HARBOR.
 NG0749
 NG0749                          STATION RECOVERY (1987)
 NG0749
 NG0749'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0750 ***********************************************************************
 NG0750  DESIGNATION -  BENTON HARBOR MUN STANDPIPE
 NG0750  PID         -  NG0750
 NG0750  STATE/COUNTY-  MI/BERRIEN
 NG0750  COUNTRY     -  US
 NG0750  USGS QUAD   -  BENTON HARBOR (2017)
 NG0750
 NG0750                         *CURRENT SURVEY CONTROL
 NG0750  ______________________________________________________________________
 NG0750* NAD 83(1994) POSITION- 42 06 57.07905(N) 086 27 04.66477(W)   ADJUSTED
 NG0750  ______________________________________________________________________
 NG0750  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 NG0750  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 NG0750  HORZ ORDER      -  THIRD
 NG0750
 NG0750.The horizontal coordinates were established by classical geodetic methods
 NG0750.and adjusted by the National Geodetic Survey in February 1997.
 NG0750
 NG0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0750.GEOID18 height accuracy estimate available here.
 NG0750
 NG0750.Click photographs - Photos may exist for this station.
 NG0750
 NG0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0750
 NG0750. The following values were computed from the NAD 83(1994) position.
 NG0750
 NG0750;                    North         East     Units Scale Factor Converg.
 NG0750;SPC MI S     -    70,542.900 3,827,618.788   MT  0.99999628   -1 25 07.1
 NG0750;SPC MI S     -   231,439.96 12,557,804.42   iFT  0.99999628   -1 25 07.1
 NG0750;UTM  16      - 4,662,785.298   545,359.928   MT  0.99962532   +0 22 04.7
 NG0750
 NG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4535962785(NAD 83)
 NG0750
 NG0750                          SUPERSEDED SURVEY CONTROL
 NG0750
 NG0750  NAD 83(1986)-  42 06 57.07727(N)    086 27 04.67755(W) AD(       ) 3
 NG0750  NAD 27      -  42 06 56.93000(N)    086 27 04.60000(W) AD(       ) 3
 NG0750
 NG0750.Superseded values are not recommended for survey control.
 NG0750
 NG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0750.See file dsdata.pdf to determine how the superseded data were derived.
 NG0750
 NG0750_MARKER: 52 = STANDPIPE TANK
 NG0750
 NG0750  HISTORY     - Date     Condition        Report By
 NG0750  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0750  HISTORY     - 1964     POOR             CGS
 NG0750  HISTORY     - 1987     GOOD             USPSQD
 NG0750
 NG0750                          STATION DESCRIPTION
 NG0750
 NG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0750'THE BENTON HARBOR WATER DEPARTMENT STATED THAT THE STANDPIPE
 NG0750'HAS BEEN
 NG0750'DISMANTLED.
 NG0750
 NG0750                          STATION RECOVERY (1987)
 NG0750
 NG0750'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1366 ***********************************************************************
 RL1366  DESIGNATION -  BERGLAND
 RL1366  PID         -  RL1366
 RL1366  STATE/COUNTY-  MI/ONTONAGON
 RL1366  COUNTRY     -  US
 RL1366  USGS QUAD   -  BERGLAND NE (2017)
 RL1366
 RL1366                         *CURRENT SURVEY CONTROL
 RL1366  ______________________________________________________________________
 RL1366* NAD 83(1994) POSITION- 46 40 36.80154(N) 089 34 39.14082(W)   ADJUSTED
 RL1366* NAVD 88 ORTHO HEIGHT -   540.472 (meters)     1773.20  (feet) ADJUSTED
 RL1366  ______________________________________________________________________
 RL1366  GEOID HEIGHT    -        -30.865 (meters)                     GEOID18
 RL1366  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 RL1366  DYNAMIC HEIGHT  -        540.528 (meters)     1773.38  (feet) COMP
 RL1366  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 RL1366
 RL1366  HORZ ORDER      -  FIRST
 RL1366  VERT ORDER      -  SECOND    CLASS 0
 RL1366
 RL1366.The horizontal coordinates were established by classical geodetic methods
 RL1366.and adjusted by the National Geodetic Survey in February 1997.
 RL1366
 RL1366.The orthometric height was determined by differential leveling and
 RL1366.adjusted by the NATIONAL GEODETIC SURVEY
 RL1366.in June 1991.
 RL1366
 RL1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1366.GEOID18 height accuracy estimate available here.
 RL1366
 RL1366.Click photographs - Photos may exist for this station.
 RL1366
 RL1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1366
 RL1366.The dynamic height is computed by dividing the NAVD 88
 RL1366.geopotential number by the normal gravity value computed on the
 RL1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1366.degrees latitude (g = 980.6199 gals.).
 RL1366
 RL1366.The modeled gravity was interpolated from observed gravity values.
 RL1366
 RL1366. The following values were computed from the NAD 83(1994) position.
 RL1366
 RL1366;                    North         East     Units Scale Factor Converg.
 RL1366;SPC MI N     -   213,665.873 7,802,833.322   MT  0.99992617   -1 51 46.9
 RL1366;SPC MI N     -   701,003.52 25,599,846.86   iFT  0.99992617   -1 51 46.9
 RL1366;UTM  16      - 5,172,485.915   302,866.712   MT  1.00007769   -1 52 32.7
 RL1366
 RL1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1366!SPC MI N     -   0.99992012  x   0.99992617  =   0.99984630
 RL1366!UTM  16      -   0.99992012  x   1.00007769  =   0.99999781
 RL1366
 RL1366:                Primary Azimuth Mark                     Grid Az
 RL1366:SPC MI N     -  BERGLAND AZ MK                           179 07 52.2
 RL1366:UTM  16      -  BERGLAND AZ MK                           179 08 38.0
 RL1366
 RL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0286672485(NAD 83)
 RL1366
 RL1366|---------------------------------------------------------------------|
 RL1366| PID    Reference Object                     Distance      Geod. Az  |
 RL1366|                                                           dddmmss.s |
 RL1366| RL1368 BERGLAND RM 1                        26.391 METERS 00025     |
 RL1366| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX.28.8 KM 0414327.3 |
 RL1366| RL1355 BERGLAND AZ MK                                     1771605.3 |
 RL1366| RL1369 BERGLAND RM 2                        26.391 METERS 25853     |
 RL1366| RL1367 TT 35 TX                              8.426 METERS 33206     |
 RL1366|---------------------------------------------------------------------|
 RL1366
 RL1366                          SUPERSEDED SURVEY CONTROL
 RL1366
 RL1366  NAD 83(1986)-  46 40 36.79853(N)    089 34 39.13510(W) AD(       ) 1
 RL1366  NAD 27      -  46 40 36.99000(N)    089 34 38.57800(W) AD(       ) 1
 RL1366  NGVD 29 (??/??/92)  540.494  (m)         1773.27   (f) ADJ UNCH    2 0
 RL1366  NGVD 29             540.49   (m)         1773.3    (f) LEVELING    3  
 RL1366
 RL1366.Superseded values are not recommended for survey control.
 RL1366
 RL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1366.See file dsdata.pdf to determine how the superseded data were derived.
 RL1366
 RL1366_MARKER: DS = TRIANGULATION STATION DISK
 RL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1366_STAMPING: BERGLAND 1939
 RL1366_MARK LOGO: CGS
 RL1366_PROJECTION: FLUSH
 RL1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1366+STABILITY: SURFACE MOTION
 RL1366
 RL1366  HISTORY     - Date     Condition        Report By
 RL1366  HISTORY     - 1939     MONUMENTED       CGS
 RL1366  HISTORY     - 1948     GOOD             CGS
 RL1366  HISTORY     - 1952     GOOD             CGS
 RL1366  HISTORY     - 1956     MARK NOT FOUND   USGS
 RL1366  HISTORY     - 1977     GOOD             NGS
 RL1366  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1366  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1366  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1366
 RL1366                          STATION DESCRIPTION
 RL1366
 RL1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1366'SIX MILES NORTH OF BERGLAND, 5 MILES SOUTH OF WHITE PINE,
 RL1366'IN THE NORTHEAST QUARTER OF SEC. 5, T. 49 N., R. 42 W., ON
 RL1366'TOP OF A HIGH HILL, ON WHICH THE MICHIGAN STATE LOOKOUT TOWER
 RL1366'BERGLAND IS LOCATED.  STATION MARK IS SET ON THE SOUTH SLOPE
 RL1366'OF THE HILL, 13 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT
 RL1366'TOWER, IS FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED
 RL1366'BERGLAND 1939.
 RL1366'
 RL1366'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND STATE HIGHWAY
 RL1366'64 AT THE LAKE VIEW GARAGE IN BERGLAND, GO NORTH ON STATE
 RL1366'HIGHWAY 64 FOR 7.0 MILES, THEN TAKE A T-ROAD LEFT (WEST) AT
 RL1366'A SIGN BERGLAND FIRE TOWER AND FOLLOW UP HILL FOR 1.0 MILE TO THE
 RL1366'LOOKOUT TOWER AND THE STATION.
 RL1366'
 RL1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1366'BRONZE DISKS SET IN CONCRETE.
 RL1366'
 RL1366'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 52 FEET NORTH
 RL1366'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, STAMPED BERGLAND
 RL1366'NO 1 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 35 FEET
 RL1366'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGER CABIN, STAMPED
 RL1366'BERGLAND NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'AZIMUTH MARK IS SOUTH OF THE STATION, 86 FEET EAST OF THE CENTER
 RL1366'OF A GRAVEL ROAD, 42 FEET EAST OF A SOUTHWEST FENCE CORNER,
 RL1366'ON THE SOUTH SIDE OF AN EAST-WEST FENCE LINE, STAMPED BERGLAND
 RL1366'1939 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST 1 MILE TO
 RL1366'STATE HIGHWAY 64, TURN RIGHT (SOUTH) AND GO 5.5 MILES TO THE MARK
 RL1366'ON THE LEFT (EAST) SIDE OF THE ROAD.  THIS POINT IS 1.5 MILES
 RL1366'NORTH OF THE JUNCTION OF STATE HIGHWAY 28 AND STATE HIGHWAY
 RL1366'64 IN BERGLAND.
 RL1366'
 RL1366'THE DIRECTION WAS OBSERVED AND THE DISTANCE MEASURED TO THE BENCH
 RL1366'MARK TT 35 TX 1937 (U.S.G.S.) WHICH IS SET AT THE APPROXIMATE
 RL1366'CENTER OF THE BERGLAND LOOKOUT TOWER BASE.
 RL1366'
 RL1366'A 103-FOOT TOWER IS NEEDED TO SEE A 4-FOOT STAND AT WOLFE.
 RL1366'
 RL1366'A 37-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT BASS.
 RL1366'
 RL1366'A 100-FOOT TOWER AT PAULDING AND A 77-FOOT TOWER AT NORWICH
 RL1366'ARE VISIBLE FROM THE GROUND.
 RL1366'
 RL1366'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL1366
 RL1366                          STATION RECOVERY (1948)
 RL1366
 RL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL1366'6.4 MI SW FROM WHITE PINE.
 RL1366'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1366'AT WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD LEADING
 RL1366'TO THE BERGLAND FIRE LOOKOUT TOWER, AT THE TOWER, ON THE SOUTH
 RL1366'SLOPE OF HILL, 13 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF
 RL1366'THE STEEL TOWER, 49 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 RL1366'OF A BUILDING AT LOOKOUT TOWER, 27 FEET NORTHWEST OF THE SOUTHEAST
 RL1366'EDGE OF CLIFF, 6 FEET NORTH-NORTHEAST OF A 2 1/2-INCH PINE TREE,
 RL1366'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL1366'NOTE-- MARK MAY BE BURIED UNDER ABOUT 1 1/2 FT. OF GRAVEL,
 RL1366'TOWER WAS REBUILT RECENTLY AFTER BLOWING OVER.
 RL1366
 RL1366                          STATION RECOVERY (1952)
 RL1366
 RL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1366'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RL1366'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RL1366'
 RL1366'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BERGLAND, 5 MILES
 RL1366'SOUTH OF WHITE PINE AND 1 MILE WEST OF STATE HIGHWAY 64 ON
 RL1366'A WOODED HILL NEAR THE BERGLAND LOOKOUT TOWER.
 RL1366'
 RL1366'TO REACH THE STATION FROM BERGLAND, GO NORTH ON STATE HIGHWAY
 RL1366'64 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 RL1366'BELOW.  CONTINUE NORTH, EAST AND NORTH ON STATE HIGHWAY 64 FOR
 RL1366'5.5 MILES TO A ROAD LEFT.  TURN LEFT AND GO WESTERLY 1.0 MILE
 RL1366'TO THE LOOKOUT TOWER AND STATION.
 RL1366'
 RL1366'THE STATION MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1366'LEVEL AND IS LOCATED 13 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 RL1366'LOOKOUT TOWER AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RL1366'
 RL1366'REFERENCE MARK 1 IS STAMPED BERGLAND NO 1 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS
 RL1366'LOCATED AT THE EDGE OF THE TIMBER NORTH OF THE LOOKOUT TOWER.
 RL1366'
 RL1366'REFERENCE MARK 2 IS STAMPED BERGLAND NO 2 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 RL1366'
 RL1366'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED TT 35 TX 1937 IS
 RL1366'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 RL1366'LOCATED IN THE BOTTOM CENTER OF THE LOOKOUT TOWER.
 RL1366'
 RL1366'THE AZIMUTH MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 RL1366'IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD, 86 FEET
 RL1366'EAST OF THE CENTERLINE OF STATE HIGHWAY 64, 2 FEET WEST OF A
 RL1366'WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 RL1366
 RL1366                          STATION RECOVERY (1956)
 RL1366
 RL1366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (1977)
 RL1366
 RL1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1366'STATION MARK WAS RECOVERED ABOUT 8 INCHES BELOW THE SURFACE OF THE
 RL1366'SOUTH EDGE OF DRIVE, AROUND OLD LOOKOUT TOWER BASE, REFERENCE
 RL1366'MARK NUMBER ONE WAS RECOVERED IT IS 8 FEET SOUTH OF A POWER POLE,
 RL1366'7 PACES WEST OF TRACK ROAD ON A SMALL BRUSHY MOUND.  USGS, TT 35
 RL1366'TX 1937 WAS RECOVERED IN THE MIDDLE OF THE BASE OF OLD LOOKOUT
 RL1366'TOWER.  REFERENCE MARK 2 AND THE AZIMUTH MARKS WERE SEARCHED FOR
 RL1366'BUT NOT RECOVERED, THERE IS A ANTENNA SOUTH OF THE OLD LOOKOUT
 RL1366'TOWER BASE WITH A SMALL CONCRETE BLOCK BUILDING.  A NEW TO REACH
 RL1366'FOLLOWS.
 RL1366'
 RL1366'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 64 IN BERGLAND,
 RL1366'GO NORTH ON STATE HIGHWAY 64 FOR 2.1 MILE TO A SIDE ROAD RIGHT.
 RL1366'TURN RIGHT AND GO EASTERLY FOR 1.0 MILE TO WHERE THE ROAD CURVES TO
 RL1366'THE LEFT.  TURN LEFT AND GO NORTHERLY FOR 4.3 MILES TO A SIDE ROAD
 RL1366'LEFT.  TURN LEFT ON TRACK SIDE ROAD AND GO FOR 1.1 MILE TO
 RL1366'HIGHEST PART OF HILL AND STATION SITE.
 RL1366'
 RL1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 RL1366'NORTH OF BERGLAND.
 RL1366
 RL1366                          STATION RECOVERY (1987)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (1995)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (2004)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1355 ***********************************************************************
 RL1355  DESIGNATION -  BERGLAND AZ MK
 RL1355  PID         -  RL1355
 RL1355  STATE/COUNTY-  MI/ONTONAGON
 RL1355  COUNTRY     -  US
 RL1355  USGS QUAD   -  BERGLAND (2017)
 RL1355
 RL1355                         *CURRENT SURVEY CONTROL
 RL1355  ______________________________________________________________________
 RL1355* NAD 83(1986) POSITION- 46 36 51.     (N) 089 34 23.     (W)   SCALED
 RL1355* NAVD 88 ORTHO HEIGHT -   415.900 (meters)     1364.50  (feet) ADJUSTED
 RL1355  ______________________________________________________________________
 RL1355  GEOID HEIGHT    -        -30.922 (meters)                     GEOID18
 RL1355  DYNAMIC HEIGHT  -        415.937 (meters)     1364.62  (feet) COMP
 RL1355  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 RL1355
 RL1355  VERT ORDER      -  SECOND    CLASS 0
 RL1355
 RL1355.The horizontal coordinates were scaled from a map and have
 RL1355.an estimated accuracy of +/- 6 seconds.
 RL1355
 RL1355.The orthometric height was determined by differential leveling and
 RL1355.adjusted by the NATIONAL GEODETIC SURVEY
 RL1355.in June 1991.
 RL1355
 RL1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1355.GEOID18 height accuracy estimate available here.
 RL1355
 RL1355.Click photographs - Photos may exist for this station.
 RL1355
 RL1355.The dynamic height is computed by dividing the NAVD 88
 RL1355.geopotential number by the normal gravity value computed on the
 RL1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1355.degrees latitude (g = 980.6199 gals.).
 RL1355
 RL1355.The modeled gravity was interpolated from observed gravity values.
 RL1355
 RL1355;                    North         East    Units  Estimated Accuracy
 RL1355;SPC MI N     -   206,690.    7,802,950.      MT  (+/- 180 meters Scaled)
 RL1355
 RL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029655(NAD 83)
 RL1355
 RL1355                          SUPERSEDED SURVEY CONTROL
 RL1355
 RL1355  NGVD 29 (??/??/92)  415.914  (m)         1364.54   (f) ADJ UNCH    2 0
 RL1355
 RL1355.Superseded values are not recommended for survey control.
 RL1355
 RL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1355.See file dsdata.pdf to determine how the superseded data were derived.
 RL1355
 RL1355_MARKER: DZ = AZIMUTH MARK DISK
 RL1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1355_STAMPING: BERGLAND 1939
 RL1355_MARK LOGO: CGS
 RL1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1355+STABILITY: SURFACE MOTION
 RL1355
 RL1355  HISTORY     - Date     Condition        Report By
 RL1355  HISTORY     - 1939     MONUMENTED       CGS
 RL1355  HISTORY     - 1948     GOOD             CGS
 RL1355  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1355  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1355  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1355
 RL1355                          STATION DESCRIPTION
 RL1355
 RL1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1355'1.5 MI N FROM BERGLAND.
 RL1355'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1355'STATE HIGHWAY 28 AT BERGLAND, SET IN THE NORTHEAST ANGLE OF A
 RL1355'FARM LANE LEADING EAST, 88 FEET EAST OF THE CENTER LINE OF THE
 RL1355'HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE FARM LANE, 42
 RL1355'FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF AN EAST-WEST FENCE
 RL1355'LINE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 RL1355'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL1355'INCHES.  NOTE-- THE LETTER N IS STAMPD BELOW THE DATE ON THE MARK.
 RL1355
 RL1355                          STATION RECOVERY (1985)
 RL1355
 RL1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1355'MARK NOT FOUND.
 RL1355
 RL1355                          STATION RECOVERY (1995)
 RL1355
 RL1355'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1355'MARK NOT FOUND.
 RL1355
 RL1355                          STATION RECOVERY (2004)
 RL1355
 RL1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1368 ***********************************************************************
 RL1368  DESIGNATION -  BERGLAND RM 1
 RL1368  PID         -  RL1368
 RL1368  STATE/COUNTY-  MI/ONTONAGON
 RL1368  COUNTRY     -  US
 RL1368  USGS QUAD   -  BERGLAND NE (2017)
 RL1368
 RL1368                         *CURRENT SURVEY CONTROL
 RL1368  ______________________________________________________________________
 RL1368* NAD 83(1986) POSITION- 46 40 37.66   (N) 089 34 39.13   (W)   HD_HELD1
 RL1368* NAVD 88 ORTHO HEIGHT -   540.833 (meters)     1774.38  (feet) ADJUSTED
 RL1368  ______________________________________________________________________
 RL1368  GEOID HEIGHT    -        -30.865 (meters)                     GEOID18
 RL1368  DYNAMIC HEIGHT  -        540.889 (meters)     1774.57  (feet) COMP
 RL1368  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 RL1368
 RL1368  VERT ORDER      -  SECOND    CLASS 0
 RL1368
 RL1368.The horizontal coordinates were determined by differentially corrected
 RL1368.hand held GPS observations or other comparable positioning techniques
 RL1368.and have an estimated accuracy of +/- 3 meters.
 RL1368
 RL1368.The orthometric height was determined by differential leveling and
 RL1368.adjusted by the NATIONAL GEODETIC SURVEY
 RL1368.in June 1991.
 RL1368
 RL1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1368.GEOID18 height accuracy estimate available here.
 RL1368
 RL1368.Click photographs - Photos may exist for this station.
 RL1368
 RL1368.The dynamic height is computed by dividing the NAVD 88
 RL1368.geopotential number by the normal gravity value computed on the
 RL1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1368.degrees latitude (g = 980.6199 gals.).
 RL1368
 RL1368.The modeled gravity was interpolated from observed gravity values.
 RL1368
 RL1368;                    North         East    Units  Estimated Accuracy
 RL1368;SPC MI N     -   213,692.4   7,802,834.4     MT  (+/- 3 meters HH1 GPS) 
 RL1368
 RL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0286772512(NAD 83)
 RL1368
 RL1368                          SUPERSEDED SURVEY CONTROL
 RL1368
 RL1368  NGVD 29 (??/??/92)  540.855  (m)         1774.46   (f) ADJ UNCH    2 0
 RL1368
 RL1368.Superseded values are not recommended for survey control.
 RL1368
 RL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1368.See file dsdata.pdf to determine how the superseded data were derived.
 RL1368
 RL1368_MARKER: DR = REFERENCE MARK DISK
 RL1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1368_STAMPING: BERGLAND NO 1 1939
 RL1368_MARK LOGO: CGS
 RL1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1368+STABILITY: SURFACE MOTION
 RL1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1368+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 RL1368
 RL1368  HISTORY     - Date     Condition        Report By
 RL1368  HISTORY     - 1939     MONUMENTED       CGS
 RL1368  HISTORY     - 1948     GOOD             CGS
 RL1368  HISTORY     - 1987     GOOD             USPSQD
 RL1368  HISTORY     - 20040803 GOOD             USPSQD
 RL1368
 RL1368                          STATION DESCRIPTION
 RL1368
 RL1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1368'6.4 MI SW FROM WHITE PINE.
 RL1368'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1368'AT WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD TO THE
 RL1368'BERGLAND FIRE LOOKOUT TOWER, 52 FEET NORTH OF THE NORTHEAST LEG
 RL1368'OF THE STEEL LOOKOUT TOWER, 26 FEET NORTHWEST OF THE CENTER LINE
 RL1368'OF THE DRIVE, 87 FEET NORTH OF THE STATION MARK, IN A CLUMP
 RL1368'OF MAPLE BUSHES AT EDGE OF WOODS, SET IN THE TOP OF A CONCRETE POST
 RL1368'PROJECTING 6 INCHES.
 RL1368
 RL1368                          STATION RECOVERY (1987)
 RL1368
 RL1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1368'RECOVERED IN GOOD CONDITION.
 RL1368
 RL1368                          STATION RECOVERY (2004)
 RL1368
 RL1368'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1369 ***********************************************************************
 RL1369  DESIGNATION -  BERGLAND RM 2
 RL1369  PID         -  RL1369
 RL1369  STATE/COUNTY-  MI/ONTONAGON
 RL1369  COUNTRY     -  US
 RL1369  USGS QUAD   -  BERGLAND NE (2017)
 RL1369
 RL1369                         *CURRENT SURVEY CONTROL
 RL1369  ______________________________________________________________________
 RL1369* NAD 83(1994) POSITION- 46 40 36.63668(N) 089 34 40.35922(W)   ADJUSTED
 RL1369* NAVD 88 ORTHO HEIGHT -   540.394 (meters)     1772.94  (feet) ADJUSTED
 RL1369  ______________________________________________________________________
 RL1369  GEOID HEIGHT    -        -30.865 (meters)                     GEOID18
 RL1369  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 RL1369  DYNAMIC HEIGHT  -        540.449 (meters)     1773.12  (feet) COMP
 RL1369  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 RL1369
 RL1369  HORZ ORDER      -  SECOND
 RL1369  VERT ORDER      -  SECOND    CLASS 0
 RL1369
 RL1369.The horizontal coordinates were established by classical geodetic methods
 RL1369.and adjusted by the National Geodetic Survey in February 1997.
 RL1369
 RL1369.The orthometric height was determined by differential leveling and
 RL1369.adjusted by the NATIONAL GEODETIC SURVEY
 RL1369.in June 1991.
 RL1369
 RL1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1369.GEOID18 height accuracy estimate available here.
 RL1369
 RL1369.Click photographs - Photos may exist for this station.
 RL1369
 RL1369.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1369
 RL1369.The dynamic height is computed by dividing the NAVD 88
 RL1369.geopotential number by the normal gravity value computed on the
 RL1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1369.degrees latitude (g = 980.6199 gals.).
 RL1369
 RL1369.The modeled gravity was interpolated from observed gravity values.
 RL1369
 RL1369. The following values were computed from the NAD 83(1994) position.
 RL1369
 RL1369;                    North         East     Units Scale Factor Converg.
 RL1369;SPC MI N     -   213,661.627 7,802,807.277   MT  0.99992616   -1 51 47.8
 RL1369;SPC MI N     -   700,989.59 25,599,761.41   iFT  0.99992616   -1 51 47.8
 RL1369;UTM  16      - 5,172,481.675   302,840.662   MT  1.00007781   -1 52 33.6
 RL1369
 RL1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1369!SPC MI N     -   0.99992013  x   0.99992616  =   0.99984630
 RL1369!UTM  16      -   0.99992013  x   1.00007781  =   0.99999794
 RL1369
 RL1369:                Primary Azimuth Mark                     Grid Az
 RL1369:SPC MI N     -  BERGLAND AZ MK                           178 55 11.5
 RL1369:UTM  16      -  BERGLAND AZ MK                           178 55 57.3
 RL1369
 RL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0284072481(NAD 83)
 RL1369
 RL1369|---------------------------------------------------------------------|
 RL1369| PID    Reference Object                     Distance      Geod. Az  |
 RL1369|                                                           dddmmss.s |
 RL1369| RL1355 BERGLAND AZ MK                                     1770323.7 |
 RL1369|---------------------------------------------------------------------|
 RL1369
 RL1369                          SUPERSEDED SURVEY CONTROL
 RL1369
 RL1369  NAD 83(1986)-  46 40 36.63369(N)    089 34 40.35343(W) AD(       ) 2
 RL1369  NAD 27      -  46 40 36.82500(N)    089 34 39.79600(W) AD(       ) 2
 RL1369  NGVD 29 (??/??/92)  540.415  (m)         1773.01   (f) ADJ UNCH    2 0
 RL1369  NGVD 29             540.42   (m)         1773.0    (f) LEVELING    3  
 RL1369
 RL1369.Superseded values are not recommended for survey control.
 RL1369
 RL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1369.See file dsdata.pdf to determine how the superseded data were derived.
 RL1369
 RL1369_MARKER: DR = REFERENCE MARK DISK
 RL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1369_STAMPING: BERGLAND NO 2 1939
 RL1369_MARK LOGO: CGS
 RL1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1369+STABILITY: SURFACE MOTION
 RL1369
 RL1369  HISTORY     - Date     Condition        Report By
 RL1369  HISTORY     - 1939     MONUMENTED       CGS
 RL1369  HISTORY     - 1948     GOOD             CGS
 RL1369  HISTORY     - 1952     GOOD             CGS
 RL1369  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1369  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1369
 RL1369                          STATION DESCRIPTION
 RL1369
 RL1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1369'6.4 MI SW FROM WHITE PINE.
 RL1369'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL AT
 RL1369'WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD TO THE BERGLAND
 RL1369'FIRE LOOKOUT TOWER, 64 FEET WEST OF THE SOUTHWEST LEG OF THE
 RL1369'TOWER, 87 FEET WEST-SOUTHWEST OF THE STATION MARK, 35 FEET
 RL1369'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGER CABIN, 1 FOOT
 RL1369'BELOW HOUSE FLOOR AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1369'6 INCHES.
 RL1369
 RL1369                          STATION RECOVERY (1952)
 RL1369
 RL1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1369'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BERGLAND, 5 MILES
 RL1369'SOUTH OF WHITE PINE AND 1 MILE WEST OF HIGHWAY 64 ON A WOODED
 RL1369'HILL NEAR THE BERGLAND LOOKOUT TOWER.
 RL1369'
 RL1369'TO REACH THE STATION FROM BERGLAND, GO NORTH ON STATE HIGHWAY
 RL1369'64 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 RL1369'BELOW.  CONTINUE NORTH, EAST AND NORTH 5.5 MILES TO A ROAD
 RL1369'LEFT.  TURN LEFT, GO WESTERLY 1.0 MILE TO THE LOOKOUT TOWER
 RL1369'AND STATION.
 RL1369'
 RL1369'THE STATION MARK IS STAMPED BERGLAND NO 2 1939.  IT IS A
 RL1369'REFERENCE MARK TO STATION BERGLAND WHICH WAS ESTABLISHED BY
 RL1369'F.B.Q. IN 1939.  IT IS A STANDARD DISK SET IN A CONCRETE
 RL1369'MONUMENT THAT PROJECTS 5 INCHES.  IT IS LOCATED 70 FEET WEST
 RL1369'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 RL1369'
 RL1369'STATION BERGLAND 1939, STAMPED BERGLAND 1939 IS A STANDARD
 RL1369'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1369'LEVEL AND IS LOCATED 13 FEET SOUTH OF THE SOUTHEAST LEG OF
 RL1369'THE LOOKOUT TOWER AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RL1369'
 RL1369'REFERENCE MARK 1 AND REFERENCE MARK 2 ARE NOT INTERVISIBLE.
 RL1369'
 RL1369'THE AZIMUTH MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1369'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 RL1369'IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD, 86 FEET
 RL1369'EAST OF THE CENTERLINE OF STATE HIGHWAY 64, 2 FEET WEST OF
 RL1369'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 RL1369'
 RL1369'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RL1369
 RL1369                          STATION RECOVERY (1987)
 RL1369
 RL1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1369'MARK NOT FOUND.
 RL1369
 RL1369                          STATION RECOVERY (2004)
 RL1369
 RL1369'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1256 ***********************************************************************
 NE1256  DESIGNATION -  BERKLEY MUNICIPAL TANK
 NE1256  PID         -  NE1256
 NE1256  STATE/COUNTY-  MI/OAKLAND
 NE1256  COUNTRY     -  US
 NE1256  USGS QUAD   -  BIRMINGHAM (2017)
 NE1256
 NE1256                         *CURRENT SURVEY CONTROL
 NE1256  ______________________________________________________________________
 NE1256* NAD 83(1994) POSITION- 42 30 05.86246(N) 083 11 52.14089(W)   ADJUSTED
 NE1256  ______________________________________________________________________
 NE1256  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 NE1256  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 NE1256  HORZ ORDER      -  THIRD
 NE1256
 NE1256.The horizontal coordinates were established by classical geodetic methods
 NE1256.and adjusted by the National Geodetic Survey in February 1997.
 NE1256
 NE1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1256.GEOID18 height accuracy estimate available here.
 NE1256
 NE1256.Click photographs - Photos may exist for this station.
 NE1256
 NE1256.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1256
 NE1256. The following values were computed from the NAD 83(1994) position.
 NE1256
 NE1256;                    North         East     Units Scale Factor Converg.
 NE1256;SPC MI S     -   111,925.201 4,096,065.907   MT  0.99992914   +0 47 43.6
 NE1256;SPC MI S     -   367,208.66 13,438,536.44   iFT  0.99992914   +0 47 43.6
 NE1256;UTM  17      - 4,707,814.518   319,414.635   MT  1.00000124   -1 29 07.0
 NE1256
 NE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1941407814(NAD 83)
 NE1256
 NE1256                          SUPERSEDED SURVEY CONTROL
 NE1256
 NE1256  NAD 83(1986)-  42 30 05.86811(N)    083 11 52.17082(W) AD(       ) 3
 NE1256  NAD 27      -  42 30 05.73600(N)    083 11 52.43400(W) AD(       ) 3
 NE1256
 NE1256.Superseded values are not recommended for survey control.
 NE1256
 NE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1256.See file dsdata.pdf to determine how the superseded data were derived.
 NE1256
 NE1256_MARKER: 51 = TANK
 NE1256
 NE1256  HISTORY     - Date     Condition        Report By
 NE1256  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1256
 NE1256                          STATION DESCRIPTION
 NE1256
 NE1256'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1628 ***********************************************************************
 NF1628  DESIGNATION -  BERKY
 NF1628  PID         -  NF1628
 NF1628  STATE/COUNTY-  MI/KALAMAZOO
 NF1628  COUNTRY     -  US
 NF1628  USGS QUAD   -  KALAMAZOO SW (2017)
 NF1628
 NF1628                         *CURRENT SURVEY CONTROL
 NF1628  ______________________________________________________________________
 NF1628* NAD 83(2011) POSITION- 42 18 51.84976(N) 085 42 17.99898(W)   ADJUSTED
 NF1628* NAD 83(2011) ELLIP HT-   287.107 (meters)        (06/27/12)   ADJUSTED
 NF1628* NAD 83(2011) EPOCH   -  2010.00
 NF1628* NAVD 88 ORTHO HEIGHT -   320.1   (meters)     1050.    (feet) VERTCON3
 NF1628  ______________________________________________________________________
 NF1628  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 NF1628  NAD 83(2011) X  -    353,771.391 (meters)                     COMP
 NF1628  NAD 83(2011) Y  - -4,710,506.436 (meters)                     COMP
 NF1628  NAD 83(2011) Z  -  4,271,685.496 (meters)                     COMP
 NF1628  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 NF1628
 NF1628  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1628  Standards:
 NF1628         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1628            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1628  -------------------------------------------------------------------
 NF1628  NETWORK    2.23   6.31           0.94   0.88   3.22     -0.11539856
 NF1628  -------------------------------------------------------------------
 NF1628  Click here for local accuracies and other accuracy information.
 NF1628
 NF1628.The horizontal coordinates were established by GPS observations
 NF1628.and adjusted by the National Geodetic Survey in June 2012.
 NF1628
 NF1628.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1628.been affixed to the stable North American tectonic plate. See 
 NF1628.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1628
 NF1628.The horizontal coordinates are valid at the epoch date displayed above
 NF1628.which is a decimal equivalence of Year/Month/Day.
 NF1628
 NF1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1628
 NF1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1628.GEOID18 height accuracy estimate available here.
 NF1628
 NF1628.Click photographs - Photos may exist for this station.
 NF1628
 NF1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1628
 NF1628.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1628
 NF1628.The ellipsoidal height was determined by GPS observations
 NF1628.and is referenced to NAD 83.
 NF1628
 NF1628. The following values were computed from the NAD 83(2011) position.
 NF1628
 NF1628;                    North         East     Units Scale Factor Converg.
 NF1628;SPC MI S     -    91,339.180 3,889,675.068   MT  0.99995614   -0 54 38.8
 NF1628;SPC MI S     -   299,669.23 12,761,401.14   iFT  0.99995614   -0 54 38.8
 NF1628;UTM  16      - 4,685,496.938   606,720.156   MT  0.99974013   +0 52 18.7
 NF1628
 NF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1628!SPC MI S     -   0.99995497  x   0.99995614  =   0.99991112
 NF1628!UTM  16      -   0.99995497  x   0.99974013  =   0.99969512
 NF1628
 NF1628:                Primary Azimuth Mark                     Grid Az
 NF1628:SPC MI S     -  BERKY RM 2                               333 23 05.7
 NF1628:UTM  16      -  BERKY RM 2                               331 36 08.2
 NF1628
 NF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0672085496(NAD 83)
 NF1628
 NF1628|---------------------------------------------------------------------|
 NF1628| PID    Reference Object                     Distance      Geod. Az  |
 NF1628|                                                           dddmmss.s |
 NF1628| NF1626 KALAMAZOO STATE HOSP STANDPIPE      APPROX. 9.2 KM 1151833.0 |
 NF1628| CH0808 BERKY RM 3                           56.641 METERS 18430     |
 NF1628| CH0806 BERKY RM 1                           85.786 METERS 22857     |
 NF1628| CH0807 BERKY RM 2                                         3322826.9 |
 NF1628|---------------------------------------------------------------------|
 NF1628
 NF1628                          SUPERSEDED SURVEY CONTROL
 NF1628
 NF1628  NAD 83(2007)-  42 18 51.84991(N)    085 42 17.99987(W) AD(2002.00) 0
 NF1628  ELLIP H (02/10/07)  287.121  (m)                       GP(2002.00)    
 NF1628  ELLIP H (07/17/02)  287.119  (m)                       GP(       ) 4 1
 NF1628  NAD 83(1994)-  42 18 51.85010(N)    085 42 18.00059(W) AD(       ) 1
 NF1628  ELLIP H (02/03/97)  287.128  (m)                       GP(       ) 4 1
 NF1628  NAD 83(1986)-  42 18 51.85297(N)    085 42 18.01948(W) AD(       ) 1
 NF1628  NAD 27      -  42 18 51.72066(N)    085 42 17.98381(W) AD(       ) 1
 NF1628  NGVD 29 (09/14/93)  320.2    (m)  GEOID93  model used  GPS OBS        
 NF1628
 NF1628.Superseded values are not recommended for survey control.
 NF1628
 NF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1628.See file dsdata.pdf to determine how the superseded data were derived.
 NF1628
 NF1628_MARKER: DS = TRIANGULATION STATION DISK
 NF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1628_STAMPING: BERKY 1931 1967
 NF1628_MARK LOGO: CGS
 NF1628_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1628+STABILITY: SURFACE MOTION
 NF1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1628+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 NF1628
 NF1628  HISTORY     - Date     Condition        Report By
 NF1628  HISTORY     - 1931     MONUMENTED       CGS
 NF1628  HISTORY     - 1934     MARK NOT FOUND   CGS
 NF1628  HISTORY     - 1957     GOOD             CGS
 NF1628  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NF1628  HISTORY     - 1969     GOOD             LOCENG
 NF1628  HISTORY     - 1980     GOOD             MIDH
 NF1628  HISTORY     - 1983     GOOD             USPSQD
 NF1628  HISTORY     - 19920706 GOOD             HOLDEN
 NF1628
 NF1628                          STATION DESCRIPTION
 NF1628
 NF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1628'ABOUT 6 MILES WEST AND 1 MILE NORTH OF CENTER OF KALAMAZOO, ON HIGHEST
 NF1628'GROUND IN PASTURE OWNED BY MR. BERKY, ABOUT 200 METERS (656 FEET)
 NF1628'EAST OF ROAD AND DIRECTLY ACROSS ROAD FROM F. D. MASONS HOUSE.
 NF1628'
 NF1628'TO REACH FROM KALAMAZOO, GO TO JUNCTION OF ROUTES U. S. 131 AND U. S.
 NF1628'12, AND TAKE COMBINED ROUTES U. S. 12 AND M-43 WEST, KEEP ON ROUTE
 NF1628'M-43 6.0 MILES PAST JUNCTION WITH ROUTE 131, TURN RIGHT (FARMHOUSE IN
 NF1628'NORTHEAST ANGLE), AND GO NORTH 1.3 MILES TO STATION SITE.
 NF1628'
 NF1628'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1628'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 NF1628'DISKS IN CONCRETE, NOTE 11A.
 NF1628'
 NF1628'NO. 1 IS 1 FOOT NORTH OF EAST-AND-WEST FENCE LINE, 12 METERS (39 FEET)
 NF1628'WEST OF 10-INCH CHERRY TREE, ABOUT 50 METERS (164 FEET) EAST OF CENTER
 NF1628'LINE OF NORTH-AND-SOUTH GRAVEL ROAD LEADING TO STATION, AND 85.80
 NF1628'METERS (281.5 FEET) FROM STATION IN AZIMUTH 48 DEG 57 MIN.
 NF1628'
 NF1628'NO. 2 IS 1 FOOT WEST OF NORTH-AND-SOUTH FENCE LINE, 8 METERS (26 FEET)
 NF1628'EAST OF CENTER LINE OF NORTH-AND-SOUTH GRAVEL ROAD, 6 METERS (20 FEET)
 NF1628'NORTH OF 12-INCH OAK TREE WHICH STANDS IN FENCE LINE, 0.1 MILE SOUTH
 NF1628'OF T-INTERSECTION OF ROADS, AND 1/4 MILE FROM STATION IN AZIMUTH 152
 NF1628'DEG 28 MIN 32 SEC.  AZIMUTH FROM STATION TO KALAMAZOO STATE HOSPITAL,
 NF1628'STANDPIPE, IS 295 DEG 18 MIN 38 SEC.
 NF1628
 NF1628                          STATION RECOVERY (1957)
 NF1628
 NF1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 NF1628'ORIGINAL DESCRIPTION IS ADEQUATE.  REFERENCE MARKS WERE RECOVERED IN
 NF1628'GOOD CONDITION, THE STATION MARK HAS BEEN PUSHED OVER ABOUT 0.8 FT. TO
 NF1628'THE E.  THE LINE TO REFERENCE MARK 1 IS BLOCKED BY AN 8-IN. TREE.
 NF1628
 NF1628                          STATION RECOVERY (1967)
 NF1628
 NF1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NF1628'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN
 NF1628'GOOD CONDITION.  THE SURFACE MARK WAS FOUND LEANING AND WAS RESET
 NF1628'HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND DIRECTION TO
 NF1628'REFERENCE MARK 1 CHECKED.  THE STANDPIPE MENTIONED HAS BEEN TORN DOWN.
 NF1628'A REFERENCE MARK 3 WAS ESTABLISHED ALONG WITH 2 AZIMUTH OBJECTS.  THE
 NF1628'PRESENT PROPERTY OWNERS ARE PRETTY TOUCHY SO ANYONE VISITING THIS
 NF1628'STATION SHOULD GET PERMISSION.  A NEW DESCRIPTION FOLLOW.
 NF1628'
 NF1628'ABOUT 6 MILES NORTHWEST OF KALAMAZOO, ON THE HIGHEST POINT OF A BARE
 NF1628'KNOLL OWNED BY THE BROOKS ESTATE.  IT IS ABOUT 650 FEET EAST OF THE
 NF1628'CENTERLINE OF 6TH STREET N, 186 FEET NORTH OF AN EAST-WEST ROW OF
 NF1628'TREES AND BRUSH (OLD FENCE LINE) AND 1 FOOT WEST OF A METAL WITNESS
 NF1628'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BERKY
 NF1628'1931 1967.  (NOTE 1A 7A)
 NF1628'
 NF1628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 NF1628'HIGHWAY 43 AT THE WEST EDGE OF KALAMAZOO, GO WEST ON HIGHWAY 43 FOR
 NF1628'2.1 MILES TO A PAVED CROSSROAD (6TH STREET N).  TURN RIGHT ON THE
 NF1628'STREET AND GO NORTH FOR 1.3 MILES TO THE KNOLL AND STATION ON THE
 NF1628'RIGHT (OPPOSITE A FARM HOUSE ON THE LEFT. CONTINUE NORTH FOR 0.15 MILE
 NF1628'TO REFERENCE MARK 2 ON THE RIGHT.
 NF1628'
 NF1628'REFERENCE MARK 1 IS 164 FEET EAST OF THE CENTERLINE OF THE STREET, 39
 NF1628'FEET WEST OF AN 18 INCH WILD CHERRY TREE AND 12 FEET WEST OF A 20 INCH
 NF1628'ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BERKY NO 1
 NF1628'1931.
 NF1628'
 NF1628'REFERENCE MARK 2 IS 42 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 NF1628'FRAME HOUSE, 26 FEET EAST OF THE CENTERLINE OF THE STREET, 20 FEET
 NF1628'NORTH OF A 14 INCH OAK TREE AND 7 FEET NORTH OF THE CENTERLINE OF A
 NF1628'DRIVEWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NF1628'BERKY NO 2 1931.
 NF1628'
 NF1628'REFERENCE MARK 3 IS 21 FEET EAST OF A 24 INCH BIRCH TREE AND IN THE
 NF1628'EAST-WEST ROW OF TREES.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NF1628'IS STAMPED BERKY NO 3 1931 1967.
 NF1628'
 NF1628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES NORTHWEST OF
 NF1628'KALAMAZOO.
 NF1628'
 NF1628'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1628
 NF1628                          STATION RECOVERY (1969)
 NF1628
 NF1628'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 NF1628'SMITH AND SMITH AND ASSOC SURVEYING AND ENGINEERING
 NF1628'
 NF1628'BERKY GOOD AS LAST RECORDED
 NF1628
 NF1628                          STATION RECOVERY (1980)
 NF1628
 NF1628'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1628'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 WERE RECOVERED IN
 NF1628'GOOD CONDITION.  MARK PROJECTS 10 INCHES ABOVE GROUND.
 NF1628'
 NF1628'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 10, T2S, R12W,
 NF1628'OSHTEMO TOWNSHIP.
 NF1628'
 NF1628'DESCRIPTION IS ADEQUATE.  OWNER OF PROPERTY IS JOHN ENGEL.
 NF1628
 NF1628                          STATION RECOVERY (1983)
 NF1628
 NF1628'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGB)
 NF1628'BERKY 1931 1967 STATION - GOOD.  BERKY NO. 1 1931 REF. MARK NO. 1 -
 NF1628'GOOD.  BERKY NO. 2 1931 REF MARK NO. 2 - GOOD.  BERKY NO. 3 1931 1967
 NF1628'REF MARK NO. 3 - GOOD.  REFERENCE MARKS 1 AND 3 HAVE YELLOW PAINTED
 NF1628'WITNESS STICKS WITHIN 1 FOOT.  DESC. OTHERWISE ACCURATE.
 NF1628
 NF1628                          STATION RECOVERY (1992)
 NF1628
 NF1628'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1628'STATION IS LOCATED ABOUT 6 MILES WEST NORTHWEST OF KALAMAZOO, 2 1/2
 NF1628'MILES NORTHWEST OF THE M-43 INTERCHANGE WITH US-131.  IT IS IN QUAD
 NF1628'420853, IN THE NW 1/4 OF SECTION 10 T2S,R12W WHICH IS OSHTEMO
 NF1628'TOWNSHIP, ON THE HIGHEST POINT OF A BARE KNOLL ON LAND OWNED BY THE
 NF1628'BROOKS ESTATE.  THE SURFACE MARK WAS RESET IN 1967 BY L. F. SMITH.
 NF1628'
 NF1628'TO REACH FROM THE M-43 INTERCHANGE WITH US-131, GO WEST ON M-43, WHICH
 NF1628'IS ALSO WEST MAIN STREET, FOR 2.1 MI (3.4 KM) TO 6TH STREET, TURN
 NF1628'RIGHT AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT AS
 NF1628'DESCRIBED IN THE FIELD  OPPOSITE A FARM HOUSE.
 NF1628'
 NF1628'STATION IS 186 FT (56.7 M) NORTH OF AN EAST-WEST FENCE, 650 FT
 NF1628'(198.1 M) EAST OF THE CENTER OF 6TH STREET NEAR THE WEST SIDE OF A
 NF1628'PILE OF ROCKS AT THE TOP OF THE KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1639 ***********************************************************************
 NF1639  DESIGNATION -  BERLAMONT WISC MICH PIPE MAST
 NF1639  PID         -  NF1639
 NF1639  STATE/COUNTY-  MI/ALLEGAN
 NF1639  COUNTRY     -  US
 NF1639  USGS QUAD   -  BLOOMINGDALE (2017)
 NF1639
 NF1639                         *CURRENT SURVEY CONTROL
 NF1639  ______________________________________________________________________
 NF1639* NAD 83(1994) POSITION- 42 26 49.63750(N) 085 59 58.64359(W)   ADJUSTED
 NF1639  ______________________________________________________________________
 NF1639  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 NF1639  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 NF1639  HORZ ORDER      -  THIRD
 NF1639
 NF1639.The horizontal coordinates were established by classical geodetic methods
 NF1639.and adjusted by the National Geodetic Survey in February 1997.
 NF1639
 NF1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1639.GEOID18 height accuracy estimate available here.
 NF1639
 NF1639.Click photographs - Photos may exist for this station.
 NF1639
 NF1639.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1639
 NF1639. The following values were computed from the NAD 83(1994) position.
 NF1639
 NF1639;                    North         East     Units Scale Factor Converg.
 NF1639;SPC MI S     -   106,506.661 3,865,676.575   MT  0.99993591   -1 06 40.6
 NF1639;SPC MI S     -   349,431.30 12,682,665.93   iFT  0.99993591   -1 06 40.6
 NF1639;UTM  16      - 4,699,906.291   582,266.695   MT  0.99968327   +0 40 30.7
 NF1639
 NF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8226699906(NAD 83)
 NF1639
 NF1639                          SUPERSEDED SURVEY CONTROL
 NF1639
 NF1639  NAD 83(1986)-  42 26 49.63734(N)    085 59 58.65872(W) AD(       ) 3
 NF1639  NAD 27      -  42 26 49.51716(N)    085 59 58.55844(W) AD(       ) 3
 NF1639
 NF1639.Superseded values are not recommended for survey control.
 NF1639
 NF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1639.See file dsdata.pdf to determine how the superseded data were derived.
 NF1639
 NF1639_MARKER: 44 = MICROWAVE MAST
 NF1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1639+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF1639
 NF1639  HISTORY     - Date     Condition        Report By
 NF1639  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1639  HISTORY     - 1984     GOOD             USPSQD
 NF1639  HISTORY     - 19971011 GOOD             USPSQD
 NF1639  HISTORY     - 20020324 GOOD             USPSQD
 NF1639  HISTORY     - 20060318 GOOD             USPSQD
 NF1639
 NF1639                          STATION DESCRIPTION
 NF1639
 NF1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1639'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF ALLEGAN, 5-1/4
 NF1639'MILES NORTH OF
 NF1639'BERLAMONT AND OWNED BY THE WISCONSIN AND MICHIGAN PIPELINE
 NF1639'COMPANY.  KQD 66.
 NF1639'
 NF1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89 IN
 NF1639'ALLEGAN, GO SOUTH
 NF1639'ON STATE HIGHWAY 40 FOR 5.5 MILES TO A CROSSROAD.  TURN
 NF1639'RIGHT AND GO WEST ON 104TH AVENUE
 NF1639'FOR 2.5 MILES TO A T-ROAD.  TURN RIGHT
 NF1639'AND GO NORTH ON 38TH STREET FOR 0.3 MILE TO A SIDE
 NF1639'ROAD LEFT.  TURN LEFT
 NF1639'AND GO WEST ON 104TH AVENUE FOR 1.1 MILES TO A REVERSE Y-FORK IN THE
 NF1639'SMALL VILLAGE OF
 NF1639'CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE
 NF1639'TO A FORK.  BEAR RIGHT AND GO
 NF1639'WEST ON 104TH AVENUE FOR 2.1 MILES TO A T-ROAD.
 NF1639'TURN LEFT AND GO SOUTH ON 46TH STREET FOR 0.25
 NF1639'MILE TO A SIDE ROAD
 NF1639'RIGHT.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 0.3 MILE TO A
 NF1639'SIDE ROAD LEFT.  TURN
 NF1639'LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.05 MILE TO THE STATION.
 NF1639'
 NF1639'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED
 NF1639'IN ALTERNATE
 NF1639'SECTIONS OF RED AND WHITE, TWO DISC ANTENNAE NEAR THE TOP
 NF1639'AND HAS AN OVER-ALL HEIGHT OF
 NF1639'160 FEET.
 NF1639'
 NF1639'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 NF1639
 NF1639                          STATION RECOVERY (1984)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLV)
 NF1639'STATION FOUND GOOD.
 NF1639'DESCRIPTION REFERENCE TO TWO DISC ANTENNAE NEAR THE TOP SHOULD BE
 NF1639'CHANGED TO READ--ONE DISC ANTENNAE ABOUT HALF WAY UP THE TOWER AND
 NF1639'ONE DISC ANTENNAE NEAR THE TOP OF THE TOWER.
 NF1639
 NF1639                          STATION RECOVERY (1997)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1639'RECOVERED IN GOOD CONDITION.
 NF1639
 NF1639                          STATION RECOVERY (2002)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF1639'RECOVERED IN GOOD CONDITION.
 NF1639
 NF1639                          STATION RECOVERY (2006)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF1639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0816 ***********************************************************************
 QK0816  DESIGNATION -  BERNARD
 QK0816  PID         -  QK0816
 QK0816  STATE/COUNTY-  MI/EMMET
 QK0816  COUNTRY     -  US
 QK0816  USGS QUAD   -  BAY SHORE (2017)
 QK0816
 QK0816                         *CURRENT SURVEY CONTROL
 QK0816  ______________________________________________________________________
 QK0816* NAD 83(1994) POSITION- 45 20 42.11962(N) 085 04 01.55117(W)   ADJUSTED
 QK0816* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 QK0816  ______________________________________________________________________
 QK0816  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 QK0816  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 QK0816  HORZ ORDER      -  SECOND
 QK0816
 QK0816.The horizontal coordinates were established by classical geodetic methods
 QK0816.and adjusted by the National Geodetic Survey in February 1997.
 QK0816
 QK0816.The orthometric height was scaled from a topographic map.
 QK0816
 QK0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0816.GEOID18 height accuracy estimate available here.
 QK0816
 QK0816.Click photographs - Photos may exist for this station.
 QK0816
 QK0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0816
 QK0816. The following values were computed from the NAD 83(1994) position.
 QK0816
 QK0816;                    North         East     Units Scale Factor Converg.
 QK0816;SPC MI C     -   225,631.199 5,945,109.831   MT  0.99993725   -0 29 41.2
 QK0816;SPC MI C     -   740,259.84 19,504,953.51   iFT  0.99993725   -0 29 41.2
 QK0816;UTM  16      - 5,023,097.660   651,424.882   MT  0.99988193   +1 22 30.8
 QK0816
 QK0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0816!SPC MI C     -   0.99996524  x   0.99993725  =   0.99990249
 QK0816!UTM  16      -   0.99996524  x   0.99988193  =   0.99984718
 QK0816
 QK0816:                Primary Azimuth Mark                     Grid Az
 QK0816:SPC MI C     -  BERNARD AZ MK                            356 48 32.6
 QK0816:UTM  16      -  BERNARD AZ MK                            354 56 20.6
 QK0816
 QK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5142423097(NAD 83)
 QK0816
 QK0816|---------------------------------------------------------------------|
 QK0816| PID    Reference Object                     Distance      Geod. Az  |
 QK0816|                                                           dddmmss.s |
 QK0816| CH1694 BERNARD RM 1                         20.951 METERS 04815     |
 QK0816| QK0717 RAMONA PARK HOTEL WATER TANK        APPROX.13.5 KM 0481814.4 |
 QK0816| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX. 4.8 KM 0575057.0 |
 QK0816| QK0706 GREAT LAKES COMMUN TV SH MAST       APPROX. 7.0 KM 0834416.4 |
 QK0816| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX. 7.9 KM 0881903.4 |
 QK0816| CH1695 BERNARD RM 2                         22.748 METERS 14047     |
 QK0816| CH1693 BERNARD AZ MK                                      3561851.4 |
 QK0816|---------------------------------------------------------------------|
 QK0816
 QK0816                          SUPERSEDED SURVEY CONTROL
 QK0816
 QK0816  NAD 83(1986)-  45 20 42.11364(N)    085 04 01.55271(W) AD(       ) 2
 QK0816  NAD 27      -  45 20 42.07800(N)    085 04 01.35700(W) AD(       ) 2
 QK0816
 QK0816.Superseded values are not recommended for survey control.
 QK0816
 QK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0816.See file dsdata.pdf to determine how the superseded data were derived.
 QK0816
 QK0816_MARKER: DS = TRIANGULATION STATION DISK
 QK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0816_STAMPING: BERNARD 1956
 QK0816_MARK LOGO: CGS
 QK0816_PROJECTION: RECESSED 25 CENTIMETERS
 QK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0816+STABILITY: SURFACE MOTION
 QK0816
 QK0816  HISTORY     - Date     Condition        Report By
 QK0816  HISTORY     - 1956     MONUMENTED       CGS
 QK0816  HISTORY     - 1967     GOOD             CGS
 QK0816  HISTORY     - 1981     GOOD             LOCENG
 QK0816  HISTORY     - 19960813 GOOD             USPSQD
 QK0816
 QK0816                          STATION DESCRIPTION
 QK0816
 QK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0816'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF BOYNE CITY, 6 MILES
 QK0816'SOUTHWEST OF PETOSKEY AND 0.35 MILE SOUTH OF THE FARM HOUSE OF MR.
 QK0816'BERNARD SCHWARTZFISHER, ON THE HIGHEST POINT OF A SMALL HILL, IN THE
 QK0816'SOUTHEAST CORNER OF A PASTURE AND ON LAND OWNED BY MR. SCHWARTZFISHER.
 QK0816'IT IS 72 FEET NORTH OF AN EAST-WEST FENCE LINE, 71 FEET SOUTHWEST OF A
 QK0816'WHITE WITNESS POST AND 50 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE
 QK0816'MARK IS SET 10 INCHES UNDERGROUND AND THE DISK IS STAMPED BERNARD
 QK0816'1956.
 QK0816'
 QK0816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0816'THE SOUTHWEST EDGE OF PETOSKEY, GO WEST ON U.S. HIGHWAY 31 FOR 4.4
 QK0816'MILES TO A SIDE ROAD LEFT AT SIGN CAMP DAGGETT BOYS AND GIRLS.  TURN
 QK0816'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.
 QK0816'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.5 MILE TO THE FARM HOME
 QK0816'OF MR. BERNARD SCHWARTZFISHER ON THE LEFT. TURN LEFT INTO DRIVEWAY,
 QK0816'PASSING BETWEEN HOUSE AND BARN FOR 0.05 MILE TO THE AZIMUTH MARK ON
 QK0816'THE LEFT AT SOUTHWEST CORNER OF THE BARN.  CONTINUE SOUTH ON FARM
 QK0816'ROAD, PASSING THROUGH TWO ELECTRIC FENCE LINE GATES FOR 0.25 MILE TO
 QK0816'TOP OF HILL AND STATION AS DESCRIBED.
 QK0816'
 QK0816'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE WHITE WITNESS POST, SET UNDER
 QK0816'THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 QK0816'DISK IS STAMPED BERNARD NO 1 1956.
 QK0816'
 QK0816'REFERENCE MARK 2 IS 17 FEET NORTH OF A FENCE CORNER, 9 FEET SOUTH OF
 QK0816'AN 18 INCH ELM TREE, SET UNDER THE NORTH-SOUTH FENCE LINE.  THE MARK
 QK0816'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BERNARD NO 2 1956.
 QK0816'
 QK0816'THE AZIMUTH MARK IS 2 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, 1
 QK0816'FOOT SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF ELECTRIC
 QK0816'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BERNARD 1956.
 QK0816'
 QK0816'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0816
 QK0816                          STATION RECOVERY (1967)
 QK0816
 QK0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0816'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  ROUTE
 QK0816'DESCRIPTION WAS ADEQUATE.
 QK0816
 QK0816                          STATION RECOVERY (1981)
 QK0816
 QK0816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LRF)
 QK0816'BERNARD 1956 RECOVERED EXCELLENT (ORIGINAL WITNESS POST INTACT ALSO).
 QK0816'BERNARD NO 1 1956 (R.M. 1) RECOVERED EXCELLENT.  BERNARD NO 2 1956
 QK0816'(R.M. 2) RECOVERED EXCELLENT.  BERNARD 1956 (AZIMUTH MARK) RECOVERED
 QK0816'EXCELLENT.
 QK0816'
 QK0816'MR. BERNARD SCHWARTZFISHER WOULD LIKE TO HAVE THE AZIMUTH MARK MOVED
 QK0816'FOR CONSTRUCTION PURPOSES.  (PHONE 616-347-9301) ADDRESS--6201
 QK0816'MARTINCHEK ROAD, PETOSKEY, MI. 49770 - (PLEASE CONTACT).
 QK0816'
 QK0816'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF BOYNE
 QK0816'CITY, 6 MILES SW OF PETOSKEY.
 QK0816
 QK0816                          STATION RECOVERY (1996)
 QK0816
 QK0816'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1161 ***********************************************************************
 OJ1161  DESIGNATION -  BERNTHAL RESET
 OJ1161  PID         -  OJ1161
 OJ1161  STATE/COUNTY-  MI/TUSCOLA
 OJ1161  COUNTRY     -  US
 OJ1161  USGS QUAD   -  REESE (2017)
 OJ1161
 OJ1161                         *CURRENT SURVEY CONTROL
 OJ1161  ______________________________________________________________________
 OJ1161* NAD 83(1994) POSITION- 43 26 21.16029(N) 083 39 34.72532(W)   ADJUSTED
 OJ1161* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 OJ1161  ______________________________________________________________________
 OJ1161  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 OJ1161  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 OJ1161  HORZ ORDER      -  FIRST
 OJ1161
 OJ1161.The horizontal coordinates were established by classical geodetic methods
 OJ1161.and adjusted by the National Geodetic Survey in February 1997.
 OJ1161
 OJ1161.The orthometric height was scaled from a topographic map.
 OJ1161
 OJ1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1161.GEOID18 height accuracy estimate available here.
 OJ1161
 OJ1161.Click photographs - Photos may exist for this station.
 OJ1161
 OJ1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1161
 OJ1161. The following values were computed from the NAD 83(1994) position.
 OJ1161
 OJ1161;                    North         East     Units Scale Factor Converg.
 OJ1161;SPC MI S     -   215,648.340 4,057,235.498   MT  0.99995363   +0 28 52.1
 OJ1161;SPC MI S     -   707,507.68 13,311,140.09   iFT  0.99995363   +0 28 52.1
 OJ1161;UTM  17      - 4,813,026.511   284,762.787   MT  1.00016989   -1 49 46.0
 OJ1161
 OJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1161!SPC MI S     -   0.99997484  x   0.99995363  =   0.99992847
 OJ1161!UTM  17      -   0.99997484  x   1.00016989  =   1.00014472
 OJ1161
 OJ1161:                Primary Azimuth Mark                     Grid Az
 OJ1161:SPC MI S     -  KAUL                                     262 18 39.6
 OJ1161:UTM  17      -  KAUL                                     264 37 17.7
 OJ1161
 OJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8476213026(NAD 83)
 OJ1161
 OJ1161|---------------------------------------------------------------------|
 OJ1161| PID    Reference Object                     Distance      Geod. Az  |
 OJ1161|                                                           dddmmss.s |
 OJ1161| OJ1163 BERNTHAL RM 1                        62.905 METERS 24138     |
 OJ1161| OJ1041 KAUL                                APPROX. 9.0 KM 2624731.7 |
 OJ1161| OJ1060 MUNGER MERRITT LUTH CHURCH          APPROX.13.6 KM 3124621.7 |
 OJ1161| OJ1164 BERNTHAL RM 2                        83.134 METERS 31700     |
 OJ1161| CH0812 BERNTHAL AZ MK                                     3502128.5 |
 OJ1161|---------------------------------------------------------------------|
 OJ1161
 OJ1161                          SUPERSEDED SURVEY CONTROL
 OJ1161
 OJ1161  NAD 83(1986)-  43 26 21.15044(N)    083 39 34.75196(W) AD(       ) 1
 OJ1161  NAD 27      -  43 26 21.06700(N)    083 39 34.89100(W) AD(       ) 1
 OJ1161
 OJ1161.Superseded values are not recommended for survey control.
 OJ1161
 OJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1161.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1161
 OJ1161_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1161_STAMPING: BERNTHAL 1932 1982
 OJ1161_MARK LOGO: NGS
 OJ1161_PROJECTION: RECESSED 46 CENTIMETERS
 OJ1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1161+STABILITY: SURFACE MOTION
 OJ1161
 OJ1161  HISTORY     - Date     Condition        Report By
 OJ1161  HISTORY     - 1982     MONUMENTED       NGS
 OJ1161  HISTORY     - 19821015 GOOD             NGS
 OJ1161  HISTORY     - 19990529 GOOD             USPSQD
 OJ1161
 OJ1161                          STATION DESCRIPTION
 OJ1161
 OJ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1161'THE SURFACE DISK WAS REPORTED TO HAVE BEEN DISTURBED BY PLOW AND IT
 OJ1161'WAS REQUESTED BY PROPERTY OWNER THAT IT BE LOWERED.  A NEW SURFACE
 OJ1161'DISK WAS SET 15 INCHES BELOW THE GROUND AT THIS TIME.  REFERENCE MARK
 OJ1161'2 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LEANING
 OJ1161'TOWARDS THE WEST.  THIS MONUMENT WAS DUG OUT AND REPLACED IN ITS
 OJ1161'ORIGINAL POSITION AS BEFORE.  NO SUITABLE LOCATION WAS FOUND TO
 OJ1161'ESTABLISH A NEW AZIMUTH MARK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OJ1161'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH AND 1 - 1/2 MILE EAST
 OJ1161'OF REESE T 12 N R 7 E IN SW 1/4 OF SW 1/4 SEC 16 AND ON PROPERTY OF MR
 OJ1161'OSCAR BAUER, 2417 S QUANICASSEE RD, REESE MI 48757. TO REACH THE
 OJ1161'STATION FROM THE POST OFFICE IN REESE, MI 48757, GO NORTH ON GATES ST
 OJ1161'FOR 0.15 MILE (0.24 KM) TO ITS JUNCTIN WITH STATE HIGHWAY M-81.  TURN
 OJ1161'RIGHT AND GO EAST ON M-81 FOR 1.8 MILES (2.9 KM) TO A CROSSROAD, S
 OJ1161'QUANICASSEE RD.  TURN RIGHT AND GO SOUTH ON S QUANICASSEEE RD FOR
 OJ1161'0.8 MILE (1.3 KM) TO A DRIVEWAY LEFT LEADING INTO MR BAUERS FARM YARD.
 OJ1161'TURN LEFT INTO DRIVEWAY FOR ABOUT 0.5 MILE (0.8 KM) BEAR LEFT BETWEEN
 OJ1161'THE FARM BUILDINGS GOING NORTH INTO CULTIVATED FIELD FOR 0.5 MILE (0.8
 OJ1161'KM) AND THE STATION MARK 15 INCHES BELOW THE GROUND.
 OJ1161'
 OJ1161'THE STATION IS A STANDARD NGS DISK STAMPED BERNTHAL--1932 1982--,  SET
 OJ1161'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 15 INCHES (46 CM) IN
 OJ1161'DIAMETER, RECESSED 15 INCHES (46 CM) BELOW THE GROUND.  THE STATION IS
 OJ1161'LOCATED 65.53 METERS (214.99 FT) EAST FROM THE APPROXIMATE CENTER OF S
 OJ1161'QUANICASSEE RD, 68.58 METERS (225.00 FT) SOUTH-SOUTHEAT FROM A UTILITY
 OJ1161'POLE, 41.45 METERS (135.99 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 OJ1161'OF A SHED AND 12.19 METERS (39.99 FT) EAST OF A NORTH-SOUTH POWER
 OJ1161'LINE.
 OJ1161'
 OJ1161'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BERNTHAL NO 1
 OJ1161'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OJ1161'(37 CM) IN DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.
 OJ1161'THE STATION IS LOCATED 37.79 METERS (123.98 FT) WEST FROM THE
 OJ1161'NORTHWEST CORNER OF THE SHED, 10.06 METERS (33.01 FT) EAST FROM THE
 OJ1161'APPROXIMATE CENTER OF S QUANICASSEE RD, 0.30 METERS (0.98 FT) EAST
 OJ1161'FROM A WITNESS POST AND 16.76 METERS (54.99 FT) NORTH FROM A 16 INCH
 OJ1161'CULVERT AND 0.6 METERS (2.0 FT) HIGHER THAN THE STATION.
 OJ1161'
 OJ1161'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BERNTHAL NO 2
 OJ1161'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OJ1161'(37 CM) IN DIAMETER PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE
 OJ1161'STATION IS LOCATED 40.84 METERS (133.99 FT) WEST FROM THE UTILITY
 OJ1161'POLE, 9.85 METERS (32.32 FT) EAST FROM THE APPROXIMATE CENTER OF S
 OJ1161'QUANICASSEE ROAD AND 0.18 METERS (0.59 FT) EAST FROM A WITNESS POST
 OJ1161'AND 0.9 METERS (3.0 FT) HIGHER THAN THE STATION.
 OJ1161
 OJ1161                          STATION RECOVERY (1999)
 OJ1161
 OJ1161'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9982 ***********************************************************************
 DR9982  DESIGNATION -  BERNTSEN INTERNATIONAL INC
 DR9982  PID         -  DR9982
 DR9982  STATE/COUNTY-  MI/HOUGHTON
 DR9982  COUNTRY     -  US
 DR9982  USGS QUAD   -  CHASSELL (2017)
 DR9982
 DR9982                         *CURRENT SURVEY CONTROL
 DR9982  ______________________________________________________________________
 DR9982* NAD 83(2011) POSITION- 47 06 39.87310(N) 088 33 24.73663(W)   ADJUSTED
 DR9982* NAD 83(2011) ELLIP HT-   242.696 (meters)        (01/10/24)   ADJUSTED
 DR9982* NAD 83(2011) EPOCH   -  2010.00
 DR9982  ______________________________________________________________________
 DR9982  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 DR9982  NAD 83(2011) X  -    109,523.498 (meters)                     COMP
 DR9982  NAD 83(2011) Y  - -4,347,434.216 (meters)                     COMP
 DR9982  NAD 83(2011) Z  -  4,650,355.515 (meters)                     COMP
 DR9982  LAPLACE CORR    -        -19.36  (seconds)                    DEFLEC18
 DR9982
 DR9982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9982  Standards:
 DR9982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9982  -------------------------------------------------------------------
 DR9982  NETWORK    0.49   0.92           0.20   0.20   0.47      0.00372717
 DR9982  -------------------------------------------------------------------
 DR9982  Click here for local accuracies and other accuracy information.
 DR9982
 DR9982.The horizontal coordinates were established by GPS observations
 DR9982.and adjusted by the MICHIGAN TECHNICAL UNIVERSITY in January 2024.
 DR9982
 DR9982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9982.been affixed to the stable North American tectonic plate. See 
 DR9982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9982
 DR9982.The horizontal coordinates are valid at the epoch date displayed above
 DR9982.which is a decimal equivalence of Year/Month/Day.
 DR9982
 DR9982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9982.GEOID18 height accuracy estimate available here.
 DR9982
 DR9982.Click photographs - Photos may exist for this station.
 DR9982
 DR9982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9982
 DR9982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9982
 DR9982.The ellipsoidal height was determined by GPS observations
 DR9982.and is referenced to NAD 83.
 DR9982
 DR9982. The following values were computed from the NAD 83(2011) position.
 DR9982
 DR9982;                    North         East     Units Scale Factor Converg.
 DR9982;SPC MI N     -   259,886.550 7,881,843.003   MT  1.00000689   -1 07 31.0
 DR9982;SPC MI N     -   852,646.16 25,859,064.97   iFT  1.00000689   -1 07 31.0
 DR9982;UTM  16      - 5,218,683.586   381,884.537   MT  0.99977146   -1 08 26.9
 DR9982
 DR9982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9982!SPC MI N     -   0.99996196  x   1.00000689  =   0.99996885
 DR9982!UTM  16      -   0.99996196  x   0.99977146  =   0.99973343
 DR9982
 DR9982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8188418683(NAD 83)
 DR9982
 DR9982|---------------------------------------------------------------------|
 DR9982| PID    Reference Object                     Distance      Geod. Az  |
 DR9982|                                                           dddmmss.s |
 DR9982| DL5985 HOUGHTON CORS ARP                   390.326 METERS 09003     |
 DR9982|---------------------------------------------------------------------|
 DR9982
 DR9982                          SUPERSEDED SURVEY CONTROL
 DR9982
 DR9982.No superseded survey control is available for this station.
 DR9982
 DR9982_MARKER: DH = HORIZONTAL CONTROL DISK
 DR9982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9982_STAMPING: BERNTSEN INTERNATIONAL INC. 2013
 DR9982_MARK LOGO: MITU
 DR9982_PROJECTION: FLUSH
 DR9982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9982+STABILITY: SURFACE MOTION
 DR9982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9982+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DR9982
 DR9982  HISTORY     - Date     Condition        Report By
 DR9982  HISTORY     - 2013     MONUMENTED       MITU
 DR9982  HISTORY     - 20230831 GOOD             MITU
 DR9982
 DR9982                          STATION DESCRIPTION
 DR9982
 DR9982'DESCRIBED BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JDW)
 DR9982'THE MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTHEAST OF THE CITY OF
 DR9982'HOUGHTON, ON THE CAMPUS OF MICHIGAN TECHNOLOGICAL UNIVERSITY.
 DR9982'
 DR9982'TO REACH FROM THE HOUGHTON COUNTY COURTHOUSE, GO SOUTH ON DODGE STREET
 DR9982'FOR 0.5 MI (0.8 KM), THEN EAST ON SHARON AVENUE 0.8 MI (1.3 KM), THEN
 DR9982'FOLLOW AN UNPAVED ACCESS DRIVE FOR 1000 FT (304.8 M) WESTERLY TO THE
 DR9982'RECREATIONAL SPORTS FIELDS, TO THE MARK STRAIGHT AHEAD.
 DR9982'
 DR9982'IT IS 9.9 FT (3.0 M) EAST OF A FIRE HYDRANT, 17.0 FT (5.2 M)
 DR9982'WEST-SOUTHWEST OF THE CORNER OF A CHAIN-LINK FENCE, 13.8 FT (4.2 M)
 DR9982'WEST OF A FENCE POST ON SAID FENCE, 17.0 FT (5.2 M) WEST-NORTHWEST OF
 DR9982'A FENCE POST ON SAID FENCE, 25.0 FT (7.6 M) NORTH-NORTHWEST OF A FENCE
 DR9982'POST ON SAID FENCE, SET IN THE TOP OF A 8-INCH (20 CM) ROUND CONCRETE
 DR9982'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0464 ***********************************************************************
 PL0464  DESIGNATION -  BERRY
 PL0464  PID         -  PL0464
 PL0464  STATE/COUNTY-  MI/ROSCOMMON
 PL0464  COUNTRY     -  US
 PL0464  USGS QUAD   -  MEREDITH (2017)
 PL0464
 PL0464                         *CURRENT SURVEY CONTROL
 PL0464  ______________________________________________________________________
 PL0464* NAD 83(1994) POSITION- 44 10 43.66289(N) 084 37 06.83796(W)   ADJUSTED
 PL0464* NAVD 88 ORTHO HEIGHT -   404.01  (+/-2cm)     1325.5   (feet) VERTCON3
 PL0464  ______________________________________________________________________
 PL0464  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 PL0464  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 PL0464  HORZ ORDER      -  FIRST
 PL0464  VERT ORDER      -  THIRD ? (See Below)
 PL0464
 PL0464.The horizontal coordinates were established by classical geodetic methods
 PL0464.and adjusted by the National Geodetic Survey in February 1997.
 PL0464
 PL0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0464
 PL0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0464.GEOID18 height accuracy estimate available here.
 PL0464
 PL0464.The vertical order pertains to the NGVD 29 superseded value.
 PL0464
 PL0464.Click photographs - Photos may exist for this station.
 PL0464
 PL0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0464
 PL0464. The following values were computed from the NAD 83(1994) position.
 PL0464
 PL0464;                    North         East     Units Scale Factor Converg.
 PL0464;SPC MI C     -    95,833.239 5,979,856.888   MT  1.00000104   -0 10 40.6
 PL0464;SPC MI C     -   314,413.51 19,618,953.04   iFT  1.00000104   -0 10 40.6
 PL0464;UTM  16      - 4,894,489.279   690,356.700   MT  1.00004567   +1 39 36.4
 PL0464
 PL0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0464!SPC MI C     -   0.99994202  x   1.00000104  =   0.99994306
 PL0464!UTM  16      -   0.99994202  x   1.00004567  =   0.99998769
 PL0464
 PL0464:                Primary Azimuth Mark                     Grid Az
 PL0464:SPC MI C     -  BERRY AZ MK                              354 10 55.5
 PL0464:UTM  16      -  BERRY AZ MK                              352 20 38.5
 PL0464
 PL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9035694489(NAD 83)
 PL0464
 PL0464|---------------------------------------------------------------------|
 PL0464| PID    Reference Object                     Distance      Geod. Az  |
 PL0464|                                                           dddmmss.s |
 PL0464| CH1698 BERRY RM 2                           21.589 METERS 09259     |
 PL0464| CH1696 BERRY AZ MK                                        3540014.9 |
 PL0464| CH1697 BERRY RM 1                           37.049 METERS 35656     |
 PL0464|---------------------------------------------------------------------|
 PL0464
 PL0464                          SUPERSEDED SURVEY CONTROL
 PL0464
 PL0464  NAD 83(1986)-  44 10 43.65824(N)    084 37 06.84548(W) AD(       ) 1
 PL0464  NAD 27      -  44 10 43.59026(N)    084 37 06.77451(W) AD(       ) 1
 PL0464  NGVD 29             404.13   (m)         1325.9    (f) LEVELING    3  
 PL0464
 PL0464.Superseded values are not recommended for survey control.
 PL0464
 PL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0464.See file dsdata.pdf to determine how the superseded data were derived.
 PL0464
 PL0464_MARKER: DS = TRIANGULATION STATION DISK
 PL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0464_STAMPING: BERRY 1932
 PL0464_MARK LOGO: CGS
 PL0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0464+STABILITY: SURFACE MOTION
 PL0464
 PL0464  HISTORY     - Date     Condition        Report By
 PL0464  HISTORY     - 1932     MONUMENTED       CGS
 PL0464  HISTORY     - 1980     GOOD             MIDH
 PL0464
 PL0464                          STATION DESCRIPTION
 PL0464
 PL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0464'ABOUT 8 MILES SOUTH OF HOUGHTON LAKE, 15 MILES NORTHWEST OF GLADWIN,
 PL0464'IN SE 1/4 SEC. 25, T. 21 N. R. 3 W., ON HIGH POINT OF RIDGE, 121.55
 PL0464'FEET SOUTH OF CENTER OF HOUGHTON SOUTHEAST FIRE LOOKOUT TOWER, 40 FEET
 PL0464'SOUTHEAST OF ROAD TO TIRE TOWER, AND 40 FEET NORTH OF FIREBREAK.
 PL0464'
 PL0464'TO REACH FROM PRUDENVILLE, GO SOUTH 8.6 MILES ON ROUTE M-18 TO ROAD
 PL0464'LEADING EAST TO TOWER AT SUMMIT OF HILL, AND FOLLOW THIS ROAD EAST 0.1
 PL0464'MILE TO STATION SITE.
 PL0464'
 PL0464'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0464'CONCRETE, NOTE 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE
 PL0464'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0464'
 PL0464'NO. 1 PROJECTS 4 INCHES, IS AT CENTER OF TOWER, AND 121.55 FEET FROM
 PL0464'STATION IN AZIMUTH 176 DEG 56 MIN.
 PL0464'
 PL0464'NO. 2 PROJECTS 4 INCHES, IS 36 FEET NORTH OF FIREBREAK, AND 70.83 FEET
 PL0464'FROM STATION IN AZIMUTH 272 DEG 59 MIN.
 PL0464'
 PL0464'AZIMUTH MARK PROJECTS 3 INCHES, IS 60 FEET WEST OF ROUTE M-18, 25 FEET
 PL0464'NORTH OF EAST-AND-WEST SAND ROAD, AND APPROXIMATELY 0.8 MILE FROM
 PL0464'STATION IN AZIMUTH 174 DEG 00 MIN 19 SEC.  AZIMUTH FROM STATION TO
 PL0464'HOUGHTON LAKE, FIRE LOOKOUT TOWER IS 139 DEG 52 MIN 45 SEC.
 PL0464
 PL0464                          STATION RECOVERY (1980)
 PL0464
 PL0464'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0464'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 PL0464'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS WERE NOT
 PL0464'MEASURED.  THE 1978 DESCRIPTION IS GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0681 ***********************************************************************
 QK0681  DESIGNATION -  BERRYS
 QK0681  PID         -  QK0681
 QK0681  STATE/COUNTY-  MI/CHARLEVOIX
 QK0681  COUNTRY     -  US
 QK0681  USGS QUAD   -  ELMIRA (2017)
 QK0681
 QK0681                         *CURRENT SURVEY CONTROL
 QK0681  ______________________________________________________________________
 QK0681* NAD 83(1994) POSITION- 45 06 57.44102(N) 084 45 17.97649(W)   ADJUSTED
 QK0681* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 QK0681  ______________________________________________________________________
 QK0681  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 QK0681  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 QK0681  HORZ ORDER      -  FIRST
 QK0681
 QK0681.The horizontal coordinates were established by classical geodetic methods
 QK0681.and adjusted by the National Geodetic Survey in February 1997.
 QK0681
 QK0681.The orthometric height was scaled from a topographic map.
 QK0681
 QK0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0681.GEOID18 height accuracy estimate available here.
 QK0681
 QK0681.Click photographs - Photos may exist for this station.
 QK0681
 QK0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0681
 QK0681. The following values were computed from the NAD 83(1994) position.
 QK0681
 QK0681;                    North         East     Units Scale Factor Converg.
 QK0681;SPC MI C     -   200,010.409 5,969,446.127   MT  0.99991723   -0 16 27.5
 QK0681;SPC MI C     -   656,202.13 19,584,797.00   iFT  0.99991723   -0 16 27.5
 QK0681;UTM  16      - 4,998,283.576   676,583.480   MT  0.99998342   +1 35 27.9
 QK0681
 QK0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0681!SPC MI C     -   0.99993385  x   0.99991723  =   0.99985109
 QK0681!UTM  16      -   0.99993385  x   0.99998342  =   0.99991727
 QK0681
 QK0681:                Primary Azimuth Mark                     Grid Az
 QK0681:SPC MI C     -  HUDSON RESET                             002 33 11.8
 QK0681:UTM  16      -  HUDSON RESET                             000 41 16.4
 QK0681
 QK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7658398283(NAD 83)
 QK0681
 QK0681|---------------------------------------------------------------------|
 QK0681| PID    Reference Object                     Distance      Geod. Az  |
 QK0681|                                                           dddmmss.s |
 QK0681| QK0679 HUDSON RESET                        APPROX. 6.1 KM 0021644.3 |
 QK0681| CH1699 BERRYS RM 1                          27.857 METERS 14453     |
 QK0681| CH1700 BERRYS RM 2                          74.136 METERS 16114     |
 QK0681| QK0682 TT 5 RC                              27.300 METERS 23917     |
 QK0681|---------------------------------------------------------------------|
 QK0681
 QK0681                          SUPERSEDED SURVEY CONTROL
 QK0681
 QK0681  NAD 83(1986)-  45 06 57.43495(N)    084 45 17.98058(W) AD(       ) 1
 QK0681  NAD 27      -  45 06 57.38439(N)    084 45 17.85612(W) AD(       ) 1
 QK0681
 QK0681.Superseded values are not recommended for survey control.
 QK0681
 QK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0681.See file dsdata.pdf to determine how the superseded data were derived.
 QK0681
 QK0681_MARKER: DS = TRIANGULATION STATION DISK
 QK0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0681_STAMPING: BERRYS 1956
 QK0681_MARK LOGO: CGS
 QK0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0681+STABILITY: SURFACE MOTION
 QK0681
 QK0681  HISTORY     - Date     Condition        Report By
 QK0681  HISTORY     - 1956     MONUMENTED       CGS
 QK0681
 QK0681                          STATION DESCRIPTION
 QK0681
 QK0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0681'THE STATION IS ABOUT 5 MILES SOUTHWEST OF VANDERBILT, 6-1/2 MILES
 QK0681'NORTHWEST OF GAYLORD, 6 MILES NORTHEAST OF ELMIRA, IN A CLEARED AREA
 QK0681'ON THE EAST SIDE OF A TRACK ROAD, ON PROPERTY OWNED BY MR. H. SCOTT,
 QK0681'WHO LIVES IN VANDERBILT.  IT IS 60 FEET EAST OF THE CENTERLINE OF THE
 QK0681'TRACK ROAD, 27 FEET NORTHEAST OF A CLUSTER OF 4 MAPLE TREES, 20 FEET
 QK0681'SOUTHWEST OF A TWIN TRUNK ELM TREE AND 6 FEET SOUTH OF A WHITE WITNESS
 QK0681'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BERRYS 1956.
 QK0681'
 QK0681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U. S.
 QK0681'HIGHWAY 27 IN THE NORTHEAST SIDE OF GAYLORD, GO NORTH ON HIGHWAY 27
 QK0681'FOR 3.0 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED
 QK0681'ROAD FOR 2.95 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 QK0681'PAVED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON
 QK0681'A PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 QK0681'A GRAVEL ROAD FOR 1.0 MILE TO A STONE SCHOOLHOUSE IN THE NORTHEAST
 QK0681'ANGLE OF A CROSSROAD.  CONTINUE NORTH ON A TRACK ROAD FOR 1.05 MILES
 QK0681'TO AN OPEN FIELD ON THE LEFT AND THE STATION ON THE RIGHT.
 QK0681'
 QK0681'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF A TRIPLE TRUNK MAPLE TREE AND
 QK0681'30 FEET NORTHWEST OF AN 8 INCH ELM TREE WITH A TRIANGULAR BLAZE ON THE
 QK0681'NORTH SIDE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BERRYS
 QK0681'NO 1 1956.
 QK0681'
 QK0681'REFERENCE MARK 2 IS 18 FEET SOUTHWEST OF A CLUSTER OF 5 MAPLE TREES,
 QK0681'22 FEET NORTHEAST OF A 14 INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON
 QK0681'THE WEST SIDE, 10 FEET SOUTHWEST OF THE CENTERLINE OF A DIM WOODS ROAD
 QK0681'AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 QK0681'AND THE DISK IS STAMPED BERRYS NO 2 1956.
 QK0681'
 QK0681'TT 5 RC (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 18 FEET WEST OF
 QK0681'THE CENTERLINE OF A TRACK ROAD, 4 FEET NORTHEAST OF A TWIN TRUNK MAPLE
 QK0681'TREE AND 9 FEET SOUTHEAST OF AN IRREGULAR SHAPED BOULDER.  IT IS A
 QK0681'ROUND CONCRETE POST, 6 INCHES IN DIAMETER, PROJECTING 6 INCHES, WITH A
 QK0681'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE TOP, STAMPED TT
 QK0681'5 RC 1953.  1500 (FEET ELEVATION).
 QK0681'
 QK0681'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0681'
 QK0681'REFERENCE MARK 2 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE SO
 QK0681'THAT AN AZIMUTH BETTER THAN THE ORDINARY REFERENCE MARK WOULD BE
 QK0681'AVAILABLE.
 QK0681'
 QK0681'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2267 ***********************************************************************
 ME2267  DESIGNATION -  BERTRAND RESET
 ME2267  PID         -  ME2267
 ME2267  STATE/COUNTY-  MI/BERRIEN
 ME2267  COUNTRY     -  US
 ME2267  USGS QUAD   -  GALIEN (2017)
 ME2267
 ME2267                         *CURRENT SURVEY CONTROL
 ME2267  ______________________________________________________________________
 ME2267* NAD 83(1994) POSITION- 41 46 44.99377(N) 086 22 39.75124(W)   ADJUSTED
 ME2267* NAVD 88 ORTHO HEIGHT -   285.9   (meters)      938.    (feet) VERTCON3
 ME2267  ______________________________________________________________________
 ME2267  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 ME2267  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 ME2267  HORZ ORDER      -  FIRST
 ME2267
 ME2267.The horizontal coordinates were established by classical geodetic methods
 ME2267.and adjusted by the National Geodetic Survey in February 1997.
 ME2267
 ME2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2267
 ME2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2267.GEOID18 height accuracy estimate available here.
 ME2267
 ME2267.Click photographs - Photos may exist for this station.
 ME2267
 ME2267.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2267
 ME2267. The following values were computed from the NAD 83(1994) position.
 ME2267
 ME2267;                    North         East     Units Scale Factor Converg.
 ME2267;SPC MI S     -    33,007.067 3,832,809.421   MT  1.00009137   -1 22 06.9
 ME2267;SPC MI S     -   108,290.90 12,574,834.06   iFT  1.00009137   -1 22 06.9
 ME2267;UTM  16      - 4,625,444.749   551,714.609   MT  0.99963291   +0 24 52.6
 ME2267
 ME2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2267!SPC MI S     -   0.99996045  x   1.00009137  =   1.00005182
 ME2267!UTM  16      -   0.99996045  x   0.99963291  =   0.99959338
 ME2267
 ME2267:                Primary Azimuth Mark                     Grid Az
 ME2267:SPC MI S     -  CARLISLE                                 219 30 33.3
 ME2267:UTM  16      -  CARLISLE                                 217 43 33.8
 ME2267
 ME2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5171425444(NAD 83)
 ME2267
 ME2267|---------------------------------------------------------------------|
 ME2267| PID    Reference Object                     Distance      Geod. Az  |
 ME2267|                                                           dddmmss.s |
 ME2267| ME2266 NILES MUNICIPAL STANDPIPE           APPROX.12.8 KM 0551725.6 |
 ME2267| CM2781 BERTRAND RM EAST                     10.381 METERS 09910     |
 ME2267| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX.14.3 KM 1261102.1 |
 ME2267| ME2211 S BEND NOTRE DAME SACR HRT CH       APPROX.14.3 KM 1263521.9 |
 ME2267| ME2244 S BEND STUDEBAKER CORP TANK         APPROX.16.0 KM 1401616.2 |
 ME2267| ME2236 SOUTH BEND BENDIX CORP STACK        APPROX.13.1 KM 1465228.2 |
 ME2267| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX.12.6 KM 1473733.2 |
 ME2267| CM2779 BERTRAND RM 1                        26.121 METERS 21445     |
 ME2267| ME2261 CARLISLE                            APPROX.15.7 KM 2180826.4 |
 ME2267| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX.13.8 KM 2344854.8 |
 ME2267| CM2780 BERTRAND RM 2                        20.342 METERS 31404     |
 ME2267| ME2406 BRIDGMAN MUNICIPAL TANK             APPROX.22.9 KM 3223054.5 |
 ME2267| CM2782 BERTRAND RM NORTH                     9.732 METERS 35821     |
 ME2267|---------------------------------------------------------------------|
 ME2267
 ME2267                          SUPERSEDED SURVEY CONTROL
 ME2267
 ME2267  NAD 83(1986)-  41 46 44.99541(N)    086 22 39.75743(W) AD(       ) 1
 ME2267  NAD 27      -  41 46 44.81060(N)    086 22 39.70990(W) AD(       ) 1
 ME2267  NGVD 29 (07/19/86)  286.0    (m)          938.     (f) VERT ANG       
 ME2267
 ME2267.Superseded values are not recommended for survey control.
 ME2267
 ME2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2267.See file dsdata.pdf to determine how the superseded data were derived.
 ME2267
 ME2267_MARKER: DS = TRIANGULATION STATION DISK
 ME2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2267_STAMPING: BERTRAND USLS 1877 1932
 ME2267_MARK LOGO: CGS
 ME2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2267+STABILITY: SURFACE MOTION
 ME2267
 ME2267  HISTORY     - Date     Condition        Report By
 ME2267  HISTORY     - 1932     MONUMENTED       CGS
 ME2267  HISTORY     - 1942     GOOD             CGS
 ME2267  HISTORY     - 1971     GOOD             NGS
 ME2267  HISTORY     - 1975     GOOD             NGS
 ME2267  HISTORY     - 1980     GOOD             MIDH
 ME2267  HISTORY     - 20070623 POOR             GEOCAC
 ME2267
 ME2267                          STATION DESCRIPTION
 ME2267
 ME2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 ME2267'ABOUT 10 MILES NORTHWEST OF SOUTH BEND, IND., ABOUT 4 MILES SOUTH OF
 ME2267'BUCHANAN (STATION ON THE MICHIGAN CENTRAL RAILROAD), IN NORTHEAST
 ME2267'CORNER OF SEC. 15, T. 8 S., R. 18 W., ON EASTERLY SUMMIT OF WOODED
 ME2267'SANDY RIDGE, 30 YARDS WEST OF WEST EDGE OF FIELD AT EAST FOOT OF
 ME2267'KNOLL, ON LAND OWNED BY THE KERN ESTATE, ADMINISTRATOR OF ESTATE BEING
 ME2267'TOM KERN OF BARRON LAKE.
 ME2267'
 ME2267'TO REACH FROM BUCHANAN, GO SOUTH 1.7 MILES ON MICHIGAN ROUTE 174 TO
 ME2267'MICHIGAN ROUTE 60, KEEP STRAIGHT AHEAD ON MACADAM ROAD 2.0 MILES TO
 ME2267'SANDY DIRT ROAD LEADING WEST JUST BEYOND WHITE HOUSE WITH TWO FIR
 ME2267'TREES IN FRONT YARD, FOLLOW DIRT ROAD WEST 1.0 MILE TO TRIANGLE-BLAZED
 ME2267'2-FOOT MAPLE TREE NORTH OF ROAD AND JUST OVER SUMMIT OF HILL, TURN
 ME2267'NORTH AND GO ABOUT 200 YARDS ON WHEEL TRACKS TO STUMPY CLEARING WHERE
 ME2267'DIM TRACE OF OLD ROAD LEADS NORTH ABOUT 200 YARDS ALMOST TO STATION
 ME2267'SITE.
 ME2267'
 ME2267'ORIGINALLY MARKED BY SURFACE AND UNDERGROUND STONE POSTS, UNDERGROUND
 ME2267'POST BEING 3 FEET BELOW SURFACE OF GROUND.  IN 1932 STATION WAS
 ME2267'RECOVERED AND REMARKED WITH STANDARD STATION DISK STAMPED BERTRAND U.
 ME2267'S. L. S. 1877-1932.  ORIGINAL REFERENCE MARKS ARE STONE POSTS AT
 ME2267'FOLLOWING DISTANCES AND BEARINGS FROM STATION- ONE 31.8 FEET, N 01 DEG
 ME2267'39 MIN W.  ONE, ON SECTION LINE BETWEEN SECTIONS 14 AND 15, 33.9 FEET,
 ME2267'S 99 DEG 10 MIN W AND ONE (NOT RECOVERED IN 1932) ORIGINALLY REPORTED
 ME2267'AS BEING AT BERRIEN COUNTY-CORNER OF SECS. 14, 15, 22, 23, T. 8 S., R.
 ME2267'18 W. (U.S.L.S.), 309.7 METERS (1,016 FEET) FROM STATION ON BEARING S.
 ME2267'2 DEG 47 MIN E.  TWO REFERENCE MARKS, STANDARD REFERENCE DISKS, WERE
 ME2267'ESTABLISHED IN 1932.
 ME2267'
 ME2267'NO. 1 IS 85.68 FEET FROM STATION S 34 DEG 45 MIN W.
 ME2267'
 ME2267'NO. 2 IS 66.67 FEET FROM STATION N 45 DEG 56 MIN W.  FOLLOWING
 ME2267'BEARINGS ARE FROM STATION- NEW CARLISLE, MUNICIPAL TANK, FINIAL LIGHT,
 ME2267'S 54 DEG 04 MIN W, SOUTH BEND, BENDIX CORPORATION, CENTER OF NEON
 ME2267'SIGN, S 32 DEG 53 MIN E.
 ME2267
 ME2267                          STATION RECOVERY (1942)
 ME2267
 ME2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 ME2267'ORIGIANL DESCRIPTION SUFFICES
 ME2267
 ME2267                          STATION RECOVERY (1971)
 ME2267
 ME2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2267'THE STATION SITE WAS NOT VISITED BUT A MR. RALPH HURLEY WAS CONTACTED
 ME2267'AT 4475 CURRAN ROAD AND STATED THAT THE MARKS WERE ON HIS PROPERTY AND
 ME2267'THAT HE WOULD BE GLAD TO POINT THE MARKS OUT AT A LATER DATE WHEN
 ME2267'BRUSH AND WEEDS IN THE AREA ARE DEAD.  IT IS INTENDED FOR THIS PARTY
 ME2267'TO RETURN AND OCCUPY THE STATION FOR A NEW DESCRIPTION AT A LATER
 ME2267'DATE.
 ME2267'
 ME2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES SOUTH
 ME2267'OF BUCHANAN.
 ME2267
 ME2267                          STATION RECOVERY (1975)
 ME2267
 ME2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2267'THE STATION MARK, REFERENCE MARKS 1, 2 AND U.S.L.S. REFERENCE MARKS
 ME2267'WERE FOUND IN GOOD CONDITION.  DUE TO THE DIFFERENCE IN ELEVATION OF
 ME2267'THE STATION MARK AND RM 2 THE DISTANCE TO THE RM SHOULD BE CHECKED
 ME2267'CAREFULLY.
 ME2267'
 ME2267'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF SOUTH BEND, INDIANA
 ME2267'AND ON A VERY HEAVILY WOODED HILL.  IT IS ON THE HIGHEST PART OF THE
 ME2267'HILL.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BERTRAND
 ME2267'USLS 1877 1932.
 ME2267'
 ME2267'TO REACH THE STATION FROM THE INTERSECTION OF REDBUD TRAIL S AND FRONT
 ME2267'STREET IN BUCHANAN, GO SOUTH ON REDBUD TRAIL S FOR 1.6 MILES TO U.S.
 ME2267'HIGHWAY 12.  CONTINUE SOUTH FOR 2.1 MILES TO A SIDE ROAD RIGHT.  TURN
 ME2267'RIGHT AND GO WEST ON CURRAN ROAD FOR 1.0 MILE TO A FIELD ROAD RIGHT
 ME2267'JUST BEFORE REACHING THE CREST OF A SMALL HILL.  FROM HERE PACK IN A
 ME2267'NORTHERLY DIRECTION ACROSS FIELD AND WOODS FOR ABOUT 1/4 MILE TO THE
 ME2267'HIGHEST HILL OF TWO AND THE STATION ON THE HIGHEST PART.
 ME2267'
 ME2267'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER THAN THE STATION.  THE MONUMENT
 ME2267'PROJECTS 4 INCHES AND THE DISK IS STAMPED BERTRAND USLS 1877 1932 NO
 ME2267'1.
 ME2267'
 ME2267'REFERENCE MARK 2 IS ABOUT 8 FEET LOWER THAN THE STATION.  THE MONUMENT
 ME2267'PROJECTS 2 INCHES AND THE DISK IS STAMPED BERTRAND USLS 1877 1932 NO
 ME2267'2.
 ME2267'
 ME2267'THE U.S.L.S. RMS ARE SMALL DRILL HOLE IN THE TOP OF A 6X6 INCH GRANITE
 ME2267'POST WITH A US CHISELED ON THE TOP AND THEY PROJECT ABOUT 6 INCHES.
 ME2267'ONE IS NORTH OF THE STATION AND THE OTHER IS EAST OF THE STATION.
 ME2267'
 ME2267'NOTE-DUE TO THE STATION BEING IN VERY HEAVY FOREST THERE WAS NO
 ME2267'AZIMUTH MARK SET AT THIS STATION.
 ME2267'
 ME2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 ME2267'BUCHANAN.
 ME2267
 ME2267                          STATION RECOVERY (1980)
 ME2267
 ME2267'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 ME2267'STATION AND RM 2 RECOVERED IN GOOD CONDITION.  RM 1 IS NOW IN THE
 ME2267'MIDDLE OF A 2 TRACK LANE AND HAS BEEN DISTURBED.  NO CHECK ON
 ME2267'DISTANCES OR DIRECTIONS WERE MADE.
 ME2267'
 ME2267'TO REACH FROM POST OFFICE IN BUCHANAN, GO EAST ON FRONT STREET 0.2
 ME2267'MILES TO THE CROSSROADS OF FRONT STREET AND RED BUD TRAIL, TURN RIGHT
 ME2267'AND GO SOUTH ON RED BUD TRAIL 1.6 MILES TO A CROSSROAD (US 12),
 ME2267'CONTINUE SOUTH ON REDBUD TRAIL 2.0 MILES TO A TEE INTERSECTION, TURN
 ME2267'RIGHT AND GO WEST ON CURRAN ROAD 1.0 MILE TO A DRIVEWAY ON THE RIGHT,
 ME2267'TURN  RIGHT (NORTH) AND PROCEED UP HILL FOR 0.20 MILES TO STATION ON
 ME2267'THE RIGHT AT TOP OF HILL.  OWNER IS NOW VERNON PARKS, PHONE NUMBER
 ME2267'695 6590.
 ME2267
 ME2267                          STATION RECOVERY (2007)
 ME2267
 ME2267'RECOVERY NOTE BY GEOCACHING 2007 (JH)
 ME2267'ON PRIVATE PROPERTY CURRENTLY OWNED BY TIM A. ROBERTS. OBTAINED
 ME2267'PERMISSION TO SEARCH FOR IT. METAL DISC IS CORRODED AND WORN, AND
 ME2267'ABOUT 3/4 OF IT IS IMPOSSIBLE TO READ. CONCRETE SQUARE THAT IT'S SET
 ME2267'IN IS IN GOOD CONDITION. WITNESS POST SIGN HAS BEEN SHOT WITH A
 ME2267'SHOTGUN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1569 ***********************************************************************
 NE1569  HT_MOD      -  This is a Height Modernization Survey Station.
 NE1569  DESIGNATION -  BERZPORT
 NE1569  PID         -  NE1569
 NE1569  STATE/COUNTY-  MI/MACOMB
 NE1569  COUNTRY     -  US
 NE1569  USGS QUAD   -  WALDENBURG (2017)
 NE1569
 NE1569                         *CURRENT SURVEY CONTROL
 NE1569  ______________________________________________________________________
 NE1569* NAD 83(2011) POSITION- 42 39 33.65475(N) 082 58 09.86445(W)   ADJUSTED
 NE1569* NAD 83(2011) ELLIP HT-   149.722 (meters)        (06/27/12)   ADJUSTED
 NE1569* NAD 83(2011) EPOCH   -  2010.00
 NE1569* NAVD 88 ORTHO HEIGHT -   184.51  (meters)      605.3   (feet) GPS OBS
 NE1569  ______________________________________________________________________
 NE1569  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NE1569  GEOID HEIGHT    -        -34.714 (meters)                     GEOID03
 NE1569  GEOID HEIGHT    -        -34.793 (meters)                     GEOID18
 NE1569  NAD 83(2011) X  -    575,006.162 (meters)                     COMP
 NE1569  NAD 83(2011) Y  - -4,662,466.724 (meters)                     COMP
 NE1569  NAD 83(2011) Z  -  4,299,850.206 (meters)                     COMP
 NE1569  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 NE1569
 NE1569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1569  Standards:
 NE1569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1569  -------------------------------------------------------------------
 NE1569  NETWORK    0.29   0.43           0.13   0.10   0.22     -0.02333045
 NE1569  -------------------------------------------------------------------
 NE1569  Click here for local accuracies and other accuracy information.
 NE1569
 NE1569.This mark is at Berz-Macomb Airport (UIZ)
 NE1569
 NE1569.The horizontal coordinates were established by GPS observations
 NE1569.and adjusted by the National Geodetic Survey in June 2012.
 NE1569
 NE1569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1569.been affixed to the stable North American tectonic plate. See 
 NE1569.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1569
 NE1569.The horizontal coordinates are valid at the epoch date displayed above
 NE1569.which is a decimal equivalence of Year/Month/Day.
 NE1569
 NE1569.The orthometric height was determined by GPS observations and a
 NE1569.high-resolution geoid model using precise GPS observation and
 NE1569.processing techniques.
 NE1569
 NE1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1569.GEOID18 height accuracy estimate available here.
 NE1569
 NE1569.Click photographs - Photos may exist for this station.
 NE1569
 NE1569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1569
 NE1569.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1569
 NE1569.The ellipsoidal height was determined by GPS observations
 NE1569.and is referenced to NAD 83.
 NE1569
 NE1569. The following values were computed from the NAD 83(2011) position.
 NE1569
 NE1569;                    North         East     Units Scale Factor Converg.
 NE1569;SPC MI S     -   129,727.759 4,114,546.262   MT  0.99991460   +0 57 03.2
 NE1569;SPC MI S     -   425,616.01 13,499,167.53   iFT  0.99991460   +0 57 03.2
 NE1569;UTM  17      - 4,724,867.342   338,590.322   MT  0.99992054   -1 20 05.4
 NE1569
 NE1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1569!SPC MI S     -   0.99997652  x   0.99991460  =   0.99989112
 NE1569!UTM  17      -   0.99997652  x   0.99992054  =   0.99989706
 NE1569
 NE1569:                Primary Azimuth Mark                     Grid Az
 NE1569:SPC MI S     -  BERZPORT AZ MK                           036 46 41.1
 NE1569:UTM  17      -  BERZPORT AZ MK                           039 03 49.7
 NE1569
 NE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3859024867(NAD 83)
 NE1569
 NE1569|---------------------------------------------------------------------|
 NE1569| PID    Reference Object                     Distance      Geod. Az  |
 NE1569|                                                           dddmmss.s |
 NE1569| NE1570 BERZPORT AZ MK                      484.000 METERS 0374344.3 |
 NE1569|---------------------------------------------------------------------|
 NE1569
 NE1569                          SUPERSEDED SURVEY CONTROL
 NE1569
 NE1569  ELLIP H (06/10/07)  149.730  (m)                       GP(       ) 4 1
 NE1569  NAD 83(2007)-  42 39 33.65507(N)    082 58 09.86549(W) AD(2002.00) 0
 NE1569  ELLIP H (02/10/07)  149.758  (m)                       GP(2002.00)    
 NE1569  ELLIP H (07/12/02)  149.782  (m)                       GP(       ) 4 2
 NE1569  NAD 83(1994)-  42 39 33.65519(N)    082 58 09.86530(W) AD(       ) 1
 NE1569  ELLIP H (09/20/95)  149.794  (m)                       GP(       ) 1 2
 NE1569  NAD 83(1986)-  42 39 33.65128(N)    082 58 09.92210(W) AD(       ) 1
 NE1569  NAD 83(1986)-  42 39 33.64814(N)    082 58 09.89822(W) AD(       ) 3
 NE1569  NAVD 88 (09/20/95)  184.5    (m)  GEOID93  model used  GPS OBS        
 NE1569  NAVD 88 (09/30/91)  184.5    (m)  UNKNOWN  model used  GPS OBS        
 NE1569  NGVD 29 (03/27/91)  184.8    (m)  OSU 89B  model used  GPS OBS        
 NE1569
 NE1569.Superseded values are not recommended for survey control.
 NE1569
 NE1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1569.See file dsdata.pdf to determine how the superseded data were derived.
 NE1569
 NE1569_MARKER: F = FLANGE-ENCASED ROD
 NE1569_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1569_STAMPING: BERZPORT 1989
 NE1569_MARK LOGO: NGS
 NE1569_PROJECTION: FLUSH
 NE1569_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1569+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 NE1569_ROD/PIPE-DEPTH: 9.8 meters
 NE1569_SLEEVE-DEPTH  : 1.0 meters
 NE1569
 NE1569  HISTORY     - Date     Condition        Report By
 NE1569  HISTORY     - 1989     MONUMENTED       NGS
 NE1569  HISTORY     - 19900125 GOOD
 NE1569  HISTORY     - 19940511 GOOD             NGS
 NE1569  HISTORY     - 19941115 GOOD             LOCENG
 NE1569  HISTORY     - 19990809 GOOD             USPSQD
 NE1569  HISTORY     - 20010731 GOOD             LOCSUR
 NE1569  HISTORY     - 20060518 GOOD             SPALD
 NE1569  HISTORY     - 20061212 GOOD             MIDT
 NE1569
 NE1569                          STATION DESCRIPTION
 NE1569
 NE1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1569'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHEAST OF UTICA, AT
 NE1569'THE UTICA BERZ-MACOMB AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF
 NE1569'THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---AVIATION
 NE1569'INVEST CORPORATION, C/O AIRPORT MANAGER MILTON BERZ JR., 15801 22 MILE
 NE1569'ROAD, UTICA MI 48087.  PHONE IS (313) 247-7400 OR (313) 247-5102.
 NE1569'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 53 AND 59 IN
 NE1569'SOUTHEAST UTICA, GO NORTH FOR 4.2 KM (2.60 MI) ON HIGHWAY 53 TO AN
 NE1569'OFF-RAMP FOR 23 MILE ROAD.  TAKE THE OFF-RAMP AND GO NORTHEAST FOR 0.6
 NE1569'KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 3.0 KM
 NE1569'(1.85 MI) ON 23 MILE ROAD TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 NE1569'1.6 KM (1.00 MI) ON HAYES ROAD TO A CROSSROAD.  TURN LEFT AND GO EAST
 NE1569'FOR 0.6 KM (0.35 MI) ON 22 MILE ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 NE1569'AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NE1569'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 70 METERS ON THE GRAVEL
 NE1569'ROAD, PASSING TO SOUTH OF THE AIRPORT OFFICE IN A HANGAR, TO AN APRON
 NE1569'LEFT.  TURN LEFT AND GO NORTH FOR 50 METERS ACROSS THE APRON TO THE
 NE1569'NORTH END OF THE HANGAR.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI)
 NE1569'CONTINUING ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE PARALLEL
 NE1569'TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE
 NE1569'PARALLEL TAXIWAY TO THE STATION RIGHT JUST BEFORE A CONNECTING TAXIWAY
 NE1569'RIGHT.
 NE1569'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1569'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NE1569'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1569'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1569'LOCATED 38.6 M (126.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 NE1569'RUNWAY, 23.8 M (78.1 FT) NORTHEAST FROM THE CENTER OF A CONNECTING
 NE1569'TAXIWAY AND 8.4 M (27.6 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 NE1569'PARALLEL TAXIWAY.
 NE1569'DESCRIBED BY K.L. FANCHER.
 NE1569'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1569
 NE1569                          STATION RECOVERY (1990)
 NE1569
 NE1569'RECOVERED 1990
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (1994)
 NE1569
 NE1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1569'NOTE--DO NOT GO TO STATION WITHOUT THE EXPRESS PERMISSION OF THE
 NE1569'AIRPORT MANAGER.  NO ESCORT REQUIRED.  STATION IS LOCATED ABOUT 4 KM
 NE1569'(2.50 MI) NORTHEAST OF UTICA, AT THE SOUTHWEST END OF THE
 NE1569'UTICA/BERZ-MACOMB AIRPORT, IN THE MEDIAN OF RUNWAY 4-22 AND THE
 NE1569'PARALLEL TAXI, AT THE END OF RUNWAY 4.  OWNERSHIP--AVIATION INVEST
 NE1569'CORPORATION, 15801 22 MILE (35.4 KM) ROAD, UTICA, MI 48087.  AIRPORT
 NE1569'MANAGER IS MILTON BERZ, JR, PHONE 810-247-7400.  TO REACH FROM THE
 NE1569'UNDERPASS AT THE JUNCTION OF STATE HIGHWAY 53 AND TWENTY-THREE MILE
 NE1569'ROAD, ABOUT 4 KM (2.50 MI) NORTH OF UTICA, GO EAST ON TWENTY-THREE
 NE1569'MILE ROAD FOR 3.26 KM (2.00 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 NE1569'HAYES ROAD FOR 1.62 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT, EAST, ON
 NE1569'TWENTY-TWO MILE ROAD FOR 0.61 KM (0.35 MI) TO A PAVED ROAD LEFT. TURN
 NE1569'LEFT, NORTH, ON AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.25 MI) TO A
 NE1569'GRAVEL ROAD RIGHT AT PARKING LOT AND PAVEMENT END.  TURN RIGHT, EAST,
 NE1569'ON ROAD FOR 0.06 KM (0.05 MI) TO APRON ON THE LEFT.  TURN LEFT, NORTH,
 NE1569'ON APRON (ON EAST SIDE OF HANGAR AND OFFICE) FOR 0.05 KM (0.05 MI) TO
 NE1569'END OF HANGAR.  TURN LEFT, WEST, ALONG SOUTH EDGE OF APRON FOR 0.12 KM
 NE1569'(0.05 MI) TO THE PARALLEL TAXI.  BEAR LEFT, SOUTHWEST, ON TAXI FOR
 NE1569'0.21 KM (0.15 MI) TO TURN IN TAXI AND STATION ON THE RIGHT.  PARK
 NE1569'VEHICLE TO THE LEFT AT EDGE OF TURNAROUND. ACCESS COVER IS FLUSH WITH
 NE1569'THE GROUND.  STATION IS 38.6 M (126.6 FT) SOUTHEAST OF THE RUNWAY
 NE1569'EDGE, 23.9 M (78.4 FT) NORTHEAST FROM THE CENTER OF THE CONNECTOR
 NE1569'TAXI, 8.4 M (27.6 FT) NORTHWEST OF THE PARALLEL TAXI EDGE, AND 11.6 M
 NE1569'(38.1 FT) NORTHEAST OF A TAXI LIGHT. DESCRIBED BY G.R.  HEID.
 NE1569
 NE1569                          STATION RECOVERY (1994)
 NE1569
 NE1569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1569'RECOVERED AS DESCRIBED.
 NE1569
 NE1569                          STATION RECOVERY (1999)
 NE1569
 NE1569'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (2001)
 NE1569
 NE1569'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (2006)
 NE1569
 NE1569'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1569'THE AIRPORT IS GONE.  A SUBDIVISION IS UNDER CONSTRUCTION.  THE
 NE1569'ROADS ARE IN, THE HOUSES ARE CURRENTLY NOT CONSTRUCTED.  THE STATION
 NE1569'IS IN THE SOUTHWEST CORNER OF SECTION 19,T-3-N, R-13-E, MACOMB
 NE1569'TOWNSHIP.  TO REACH THE STATION FROM THE INTERSECTION OF HAYES ROAD
 NE1569'AND 22 MILE ROAD, GO EAST 0.4 MI TO WESTMINISTER LANE. TURN LEFT GO
 NE1569'NORTH 0.1 MI TO ST. JAMES STREET.  TURN LEFT GO 0.1 MI TO OXLEY
 NE1569'ROAD.  TURN RIGHT GO NORTH 150 FEET AND THE STATION IS ON THE
 NE1569'RIGHT.  STATION IS 90 FEET EAST OF THE EAST CURB OF OXLEY ROAD AND
 NE1569'150 FEET NORTH OF THE NORTH CURB OF ST. JAMES STREET. 1.5 FT BELOW
 NE1569'FINISHED GRADE.
 NE1569
 NE1569                          STATION RECOVERY (2006)
 NE1569
 NE1569'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1569'MONUMENT RECOVERED WITH THE FOLLOWING ADDITIONS.  52.12 METERS (171.0
 NE1569'FEET) SOUTHEAST OF THE INTERSECTION OF TUDOR STREET AND OXLEY ROAD,
 NE1569'17.43 METERS (57.2 FEET) SOUTHWEST OF A CATCH BASIN, 27.89 METERS
 NE1569'(91.5 FEET) EAST OF THE BACK OF A CURB FOR OXLEY ROAD, AND 49.68
 NE1569'METERS (163.0 FEET) NORTH OF THE INTERSECTION OF SAINT.  JAMES STREET
 NE1569'AND OXLEY ROAD.  --  NOTE-- THERE IS A CONSIDERABLE AMOUNT OF
 NE1569'DEVELOPMENT/CONSTRUCTION IN THE VICINITY OF THE STATION AND IT IS
 NE1569'EXPECTED THAT THE STATION WILL BE DESTROYED.  --NOTE-- NO COVER
 NE1569'REMAINING ON CASING OVER ROD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1570 ***********************************************************************
 NE1570  DESIGNATION -  BERZPORT AZ MK
 NE1570  PID         -  NE1570
 NE1570  STATE/COUNTY-  MI/MACOMB
 NE1570  COUNTRY     -  US
 NE1570  USGS QUAD   -  WALDENBURG (2017)
 NE1570
 NE1570                         *CURRENT SURVEY CONTROL
 NE1570  ______________________________________________________________________
 NE1570* NAD 83(1994) POSITION- 42 39 46.06062(N) 082 57 56.86044(W)   ADJUSTED
 NE1570* NAD 83(1994) ELLIP HT-   150.099 (meters)        (07/17/02)   ADJUSTED
 NE1570* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) GPS OBS
 NE1570  ______________________________________________________________________
 NE1570  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1570  GEOID HEIGHT    -        -34.803 (meters)                     GEOID18
 NE1570  NAD 83(1994) X  -    575,268.372 (meters)                     COMP
 NE1570  NAD 83(1994) Y  - -4,662,173.270 (meters)                     COMP
 NE1570  NAD 83(1994) Z  -  4,300,131.978 (meters)                     COMP
 NE1570  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NE1570  HORZ ORDER      -  FIRST
 NE1570  ELLP ORDER      -  FOURTH    CLASS I
 NE1570
 NE1570.This mark is at Berz-Macomb Airport (UIZ)
 NE1570
 NE1570.The horizontal coordinates were established by GPS observations
 NE1570.and adjusted by the National Geodetic Survey in February 1997.
 NE1570
 NE1570.The orthometric height was determined by GPS observations and a
 NE1570.high-resolution geoid model.
 NE1570
 NE1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1570.GEOID18 height accuracy estimate available here.
 NE1570
 NE1570.Click photographs - Photos may exist for this station.
 NE1570
 NE1570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1570
 NE1570.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1570
 NE1570.The ellipsoidal height was determined by GPS observations
 NE1570.and is referenced to NAD 83.
 NE1570
 NE1570. The following values were computed from the NAD 83(1994) position.
 NE1570
 NE1570;                    North         East     Units Scale Factor Converg.
 NE1570;SPC MI S     -   130,115.405 4,114,835.993   MT  0.99991436   +0 57 12.0
 NE1570;SPC MI S     -   426,887.81 13,500,118.09   iFT  0.99991436   +0 57 12.0
 NE1570;UTM  17      - 4,725,243.127   338,895.285   MT  0.99991933   -1 19 56.9
 NE1570
 NE1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1570!SPC MI S     -   0.99997646  x   0.99991436  =   0.99989082
 NE1570!UTM  17      -   0.99997646  x   0.99991933  =   0.99989579
 NE1570
 NE1570:                Primary Azimuth Mark                     Grid Az
 NE1570:SPC MI S     -  BERZPORT                                 216 46 41.1
 NE1570:UTM  17      -  BERZPORT                                 219 03 50.0
 NE1570
 NE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3889525243(NAD 83)
 NE1570
 NE1570|---------------------------------------------------------------------|
 NE1570| PID    Reference Object                     Distance      Geod. Az  |
 NE1570|                                                           dddmmss.s |
 NE1570| NE1569 BERZPORT                            484.000 METERS 2174353.1 |
 NE1570|---------------------------------------------------------------------|
 NE1570
 NE1570                          SUPERSEDED SURVEY CONTROL
 NE1570
 NE1570  ELLIP H (02/03/97)  150.111  (m)                       GP(       ) 4 1
 NE1570  NAD 83(1986)-  42 39 46.05666(N)    082 57 56.91709(W) AD(       ) 1
 NE1570  NAD 83(1986)-  42 39 46.05355(N)    082 57 56.89318(W) AD(       ) 3
 NE1570  NGVD 29 (03/27/91)  185.1    (m)  OSU 89B  model used  GPS OBS        
 NE1570
 NE1570.Superseded values are not recommended for survey control.
 NE1570
 NE1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1570.See file dsdata.pdf to determine how the superseded data were derived.
 NE1570
 NE1570_MARKER: I = METAL ROD
 NE1570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1570_STAMPING: BERZPORT AZ MK 1989
 NE1570_MARK LOGO: NGS
 NE1570_PROJECTION: FLUSH
 NE1570_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1570+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2012
 NE1570_ROD/PIPE-DEPTH: 11.0 meters
 NE1570_SLEEVE-DEPTH  : 1.0 meters
 NE1570
 NE1570  HISTORY     - Date     Condition        Report By
 NE1570  HISTORY     - 1989     MONUMENTED       NGS
 NE1570  HISTORY     - 19900125 GOOD
 NE1570  HISTORY     - 19990809 GOOD             USPSQD
 NE1570  HISTORY     - 20060518 GOOD             SPALD
 NE1570  HISTORY     - 20120127 GOOD             INDIV
 NE1570
 NE1570                          STATION DESCRIPTION
 NE1570
 NE1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1570'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHEAST OF UTICA, AT
 NE1570'THE UTICA BERZ-MACOMB AIRPORT, IN THE NORTHEAST END OF THE 2ND GRASS
 NE1570'STRIP, BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY, NORTHEAST FROM THE
 NE1570'SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---AVIATION INVEST CORPORATION,
 NE1570'C/O AIRPORT MANAGER MILTON BERZ JR., 15801 22 MILE ROAD, UTICA MI
 NE1570'48087.  PHONE IS (313) 247-7400 OR (313) 247-5102.
 NE1570'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 53 AND 59 IN
 NE1570'SOUTHEAST UTICA, GO NORTH FOR 4.2 KM (2.60 MI) ON HIGHWAY 53 TO AN
 NE1570'OFF-RAMP FOR 23 MILE ROAD.  TAKE THE OFF-RAMP AND GO NORTHEAST FOR 0.6
 NE1570'KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 3.0 KM
 NE1570'(1.85 MI) ON 23 MILE ROAD TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 NE1570'1.6 KM (1.00 MI) ON HAYES ROAD TO A CROSSROAD.  TURN LEFT AND GO EAST
 NE1570'FOR 0.6 KM (0.35 MI) ON 22 MILE ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 NE1570'AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NE1570'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 70 METERS ON THE GRAVEL
 NE1570'ROAD, PASSING TO SOUTH OF THE AIRPORT OFFICE IN A HANGAR, TO AN APRON
 NE1570'LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO
 NE1570'THE PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM
 NE1570'(0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION LEFT JUST BEFORE A
 NE1570'NORTH TURN IN THE TAXIWAY.
 NE1570'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1570'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 NE1570'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1570'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1570'LOCATED 40.5 M (132.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 NE1570'RUNWAY, 18.1 M (59.4 FT) SOUTH FROM THE SOUTHWEST END OF A 0.8 METER
 NE1570'ROUND CONCRETE CULVERT AND 5.9 M (19.4 FT) NORTHWEST FROM THE CURVING
 NE1570'NORTHWEST EDGE OF THE PARALLEL TAXIWAY.
 NE1570'DESCRIBED BY K.L. FANCHER.
 NE1570
 NE1570                          STATION RECOVERY (1990)
 NE1570
 NE1570'RECOVERED 1990
 NE1570'RECOVERED IN GOOD CONDITION.
 NE1570
 NE1570                          STATION RECOVERY (1999)
 NE1570
 NE1570'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1570'RECOVERED IN GOOD CONDITION.
 NE1570
 NE1570                          STATION RECOVERY (2006)
 NE1570
 NE1570'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1570'THE AIRPORT IS GONE.  A SUBDIVISION IS UNDER CONSTRUCTION.  THE
 NE1570'ROADS ARE IN, THE HOUSES ARE CURRENTLY NOT CONSTRUCTED.  THE STATION
 NE1570'IS IN THE SOUTHEAST CORNER OF SECTION 19, T-3-N, R-13-E, MACOMB
 NE1570'TOWNSHIP.  TO REACH THE STATION FROM THE INTERSECTION OF HAYES ROAD
 NE1570'AND 22 MILE ROAD, GO EAST 0.4 MI TO WESTMINISTER LANE.  TURN LEFT GO
 NE1570'NORTH 0.4 MI TO BLOOMSBURY LANE.  TURN RIGHT GO 125 FT AND THE
 NE1570'STATION IS ON THE RIGHT.  STATION IS 12 FT WEST OF THE WEST CURB
 NE1570'OF BLOOMSBURY LANE AND 1.5 FT BELOW FINISHED GRADE.
 NE1570
 NE1570                          STATION RECOVERY (2012)
 NE1570
 NE1570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 NE1570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0089 ***********************************************************************
 RM0089  DESIGNATION -  BESSEMER
 RM0089  PID         -  RM0089
 RM0089  STATE/COUNTY-  MI/GOGEBIC
 RM0089  COUNTRY     -  US
 RM0089  USGS QUAD   -  BESSEMER (2017)
 RM0089
 RM0089                         *CURRENT SURVEY CONTROL
 RM0089  ______________________________________________________________________
 RM0089* NAD 83(1986) POSITION- 46 28 55.92   (N) 090 03 10.45   (W)   HD_HELD1
 RM0089* NAVD 88 ORTHO HEIGHT -   436.361 (meters)     1431.63  (feet) ADJUSTED
 RM0089  ______________________________________________________________________
 RM0089  GEOID HEIGHT    -        -30.688 (meters)                     GEOID18
 RM0089  DYNAMIC HEIGHT  -        436.378 (meters)     1431.68  (feet) COMP
 RM0089  MODELED GRAVITY -    980,638.8   (mgal)                       NAVD 88
 RM0089
 RM0089  VERT ORDER      -  SECOND    CLASS I
 RM0089
 RM0089.The horizontal coordinates were determined by differentially corrected
 RM0089.hand held GPS observations or other comparable positioning techniques
 RM0089.and have an estimated accuracy of +/- 3 meters.
 RM0089
 RM0089.The orthometric height was determined by differential leveling and
 RM0089.adjusted by the NATIONAL GEODETIC SURVEY
 RM0089.in December 2018.
 RM0089
 RM0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0089.GEOID18 height accuracy estimate available here.
 RM0089
 RM0089.Click photographs - Photos may exist for this station.
 RM0089
 RM0089.The dynamic height is computed by dividing the NAVD 88
 RM0089.geopotential number by the normal gravity value computed on the
 RM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0089.degrees latitude (g = 980.6199 gals.).
 RM0089
 RM0089.The modeled gravity was interpolated from observed gravity values.
 RM0089
 RM0089;                    North         East    Units  Estimated Accuracy
 RM0089;SPC MI N     -   193,332.9   7,765,654.1     MT  (+/- 3 meters HH1 GPS) 
 RM0089
 RM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2620551846(NAD 83)
 RM0089
 RM0089                          SUPERSEDED SURVEY CONTROL
 RM0089
 RM0089  NAVD 88 (06/15/91)  436.382  (m)         1431.70   (f) SUPERSEDED  1 2
 RM0089  NGVD 29 (??/??/92)  436.39   (m)         1431.7    (f) COMPUTED    1 2
 RM0089
 RM0089.Superseded values are not recommended for survey control.
 RM0089
 RM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0089.See file dsdata.pdf to determine how the superseded data were derived.
 RM0089
 RM0089_MARKER: DB = BENCH MARK DISK
 RM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0089_STAMPING: BESSEMER 1934
 RM0089_MARK LOGO: CGS
 RM0089_PROJECTION: FLUSH
 RM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0089+STABILITY: SURFACE MOTION
 RM0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0089+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0089
 RM0089  HISTORY     - Date     Condition        Report By
 RM0089  HISTORY     - 1934     MONUMENTED       CGS
 RM0089  HISTORY     - 1948     GOOD             CGS
 RM0089  HISTORY     - 1985     GOOD             NGS
 RM0089  HISTORY     - 20000821 GOOD             MIDT
 RM0089  HISTORY     - 20030822 GOOD             USPSQD
 RM0089  HISTORY     - 20040801 GOOD             USPSQD
 RM0089  HISTORY     - 20120725 GOOD             GEOCAC
 RM0089  HISTORY     - 20180725 GOOD             WIDT
 RM0089
 RM0089                          STATION DESCRIPTION
 RM0089
 RM0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0089'AT BESSEMER.
 RM0089'AT BESSEMER, AT THE GOGEBIC COUNTY COURT HOUSE, 33 FEET
 RM0089'NORTHWEST OF THE FLAG POLE, 13 FEET SOUTHEAST OF THE SOUTHEAST
 RM0089'CORNER OF THE COURT HOUSE, AND SET IN THE TOP OF A CONCRETE
 RM0089'POST PROJECTING 6 INCHES.
 RM0089
 RM0089                          STATION RECOVERY (1985)
 RM0089
 RM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0089'RECOVERED IN GOOD CONDITION.
 RM0089
 RM0089                          STATION RECOVERY (2000)
 RM0089
 RM0089'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0089'NOTE- THE MARK IS FLUSH WITH THE GROUND.
 RM0089
 RM0089                          STATION RECOVERY (2003)
 RM0089
 RM0089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE NORTHEAST
 RM0089'CORNER OF THE JUNCTION OF N. MOORE STREET AND IRON STREET, 1 BLOCK
 RM0089'NORTH OF HIGHWAY 2.  THE POST PROJECTS 1 INCH.
 RM0089
 RM0089                          STATION RECOVERY (2004)
 RM0089
 RM0089'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0089'RECOVERED IN GOOD CONDITION.
 RM0089
 RM0089                          STATION RECOVERY (2012)
 RM0089
 RM0089'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0089'RECOVERED IN GOOD CONDITION.
 RM0089
 RM0089                          STATION RECOVERY (2018)
 RM0089
 RM0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0089'RECOVERED IN GOOD CONDITION.
 RM0089'
 RM0089'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0137 ***********************************************************************
 RM0137  DESIGNATION -  BESSEMER
 RM0137  PID         -  RM0137
 RM0137  STATE/COUNTY-  MI/GOGEBIC
 RM0137  COUNTRY     -  US
 RM0137  USGS QUAD   -  BESSEMER (2017)
 RM0137
 RM0137                         *CURRENT SURVEY CONTROL
 RM0137  ______________________________________________________________________
 RM0137* NAD 83(1994) POSITION- 46 29 32.21897(N) 090 01 29.96893(W)   ADJUSTED
 RM0137* NAVD 88 ORTHO HEIGHT -   546.645 (meters)     1793.45  (feet) ADJUSTED
 RM0137  ______________________________________________________________________
 RM0137  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 RM0137  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 RM0137  DYNAMIC HEIGHT  -        546.677 (meters)     1793.56  (feet) COMP
 RM0137  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 RM0137
 RM0137  HORZ ORDER      -  FIRST
 RM0137  VERT ORDER      -  SECOND    CLASS 0
 RM0137
 RM0137.The horizontal coordinates were established by classical geodetic methods
 RM0137.and adjusted by the National Geodetic Survey in February 1997.
 RM0137
 RM0137.The orthometric height was determined by differential leveling and
 RM0137.adjusted by the NATIONAL GEODETIC SURVEY
 RM0137.in June 1991.
 RM0137
 RM0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0137.GEOID18 height accuracy estimate available here.
 RM0137
 RM0137.Click photographs - Photos may exist for this station.
 RM0137
 RM0137.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0137
 RM0137.The dynamic height is computed by dividing the NAVD 88
 RM0137.geopotential number by the normal gravity value computed on the
 RM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0137.degrees latitude (g = 980.6199 gals.).
 RM0137
 RM0137.The modeled gravity was interpolated from observed gravity values.
 RM0137
 RM0137. The following values were computed from the NAD 83(1994) position.
 RM0137
 RM0137;                    North         East     Units Scale Factor Converg.
 RM0137;SPC MI N     -   194,370.675 7,767,838.378   MT  0.99990935   -2 11 11.2
 RM0137;SPC MI N     -   637,699.06 25,485,034.05   iFT  0.99990935   -2 11 11.2
 RM0137;SPC WI N     -   147,337.650   598,081.400   MT  0.99996136   -0 01 04.9
 RM0137;SPC WI N     -   483,390.27  1,962,205.39   sFT  0.99996136   -0 01 04.9
 RM0137;UTM  15      - 5,153,046.678   728,305.094   MT  1.00024074   +2 09 31.1
 RM0137;UTM  16      - 5,153,192.469   267,859.363   MT  1.00026245   -2 11 41.8
 RM0137
 RM0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0137!SPC MI N     -   0.99991912  x   0.99990935  =   0.99982848
 RM0137!SPC WI N     -   0.99991912  x   0.99996136  =   0.99988048
 RM0137!UTM  15      -   0.99991912  x   1.00024074  =   1.00015984
 RM0137!UTM  16      -   0.99991912  x   1.00026245  =   1.00018155
 RM0137
 RM0137:                Primary Azimuth Mark                     Grid Az
 RM0137:SPC MI N     -  VERONA                                   086 25 06.2
 RM0137:SPC WI N     -  VERONA                                   084 14 59.9
 RM0137:UTM  15      -  VERONA                                   082 04 23.9
 RM0137:UTM  16      -  VERONA                                   086 25 36.8
 RM0137
 RM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2830553046(NAD 83)
 RM0137
 RM0137|---------------------------------------------------------------------|
 RM0137| PID    Reference Object                     Distance      Geod. Az  |
 RM0137|                                                           dddmmss.s |
 RM0137| RM0139 BESSEMER RM 2                        27.593 METERS 01309     |
 RM0137| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.25.0 KM 0321510.4 |
 RM0137| RL1209 VERONA                              APPROX. 4.5 KM 0841355.0 |
 RM0137| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX. 7.8 KM 1001218.5 |
 RM0137| RL1624 MARENISCO LOOKOUT TOWER             APPROX.30.9 KM 1142253.1 |
 RM0137| RL1644 RAMSAY PLYMOUTH LOCATION TANK       APPROX. 5.0 KM 1270216.2 |
 RM0137| RL1643 RAMSAY LOOKOUT TOWER                APPROX. 7.8 KM 1622726.5 |
 RM0137| RM0641 RAMSAY YOUNGSTOWN MINING STACK      APPROX. 2.2 KM 1683157.6 |
 RM0137| RM0643 BESSEMER MUNICIPAL TANK             APPROX. 3.0 KM 2162520.1 |
 RM0137| RM0642 BESSEMER OLIVER IRON MIN STK        APPROX. 5.8 KM 2374819.1 |
 RM0137| RM0649 IRONWOOD NEWPORT MINING TANK        APPROX. 8.8 KM 2434711.6 |
 RM0137| RM0653 IRONWOOD PENOKEE MINING TA STK      APPROX. 9.7 KM 2435826.9 |
 RM0137| RM0652 HURLEY ST MARYS CATHOLIC CH         APPROX.13.3 KM 2482654.1 |
 RM0137| RM0657 IRONWOOD ST AMBROSE TALL SPIRE      APPROX.11.4 KM 2495501.7 |
 RM0137| RM0138 BESSEMER RM 1                        11.998 METERS 25022     |
 RM0137|---------------------------------------------------------------------|
 RM0137
 RM0137                          SUPERSEDED SURVEY CONTROL
 RM0137
 RM0137  NAD 83(1991)-  46 29 32.21743(N)    090 01 29.96779(W) AD(       ) 1
 RM0137  NAD 83(1986)-  46 29 32.21339(N)    090 01 29.96231(W) AD(       ) 1
 RM0137  NAD 27      -  46 29 32.40300(N)    090 01 29.34000(W) AD(       ) 1
 RM0137  NGVD 29 (??/??/92)  546.67   (m)         1793.5    (f) COMPUTED    2 0
 RM0137  NGVD 29             546.67   (m)         1793.5    (f) LEVELING    3  
 RM0137
 RM0137.Superseded values are not recommended for survey control.
 RM0137
 RM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0137.See file dsdata.pdf to determine how the superseded data were derived.
 RM0137
 RM0137_MARKER: DS = TRIANGULATION STATION DISK
 RM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0137_STAMPING: BESSEMER 1939
 RM0137_MARK LOGO: CGS
 RM0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0137+STABILITY: SURFACE MOTION
 RM0137
 RM0137  HISTORY     - Date     Condition        Report By
 RM0137  HISTORY     - 1939     MONUMENTED       CGS
 RM0137  HISTORY     - 1948     GOOD             CGS
 RM0137  HISTORY     - 1952     GOOD             CGS
 RM0137  HISTORY     - 1981     GOOD             NGS
 RM0137  HISTORY     - 1985     GOOD             NGS
 RM0137  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0137  HISTORY     - 19940918 GOOD             GLORI
 RM0137  HISTORY     - 19941018 GOOD             LOCENG
 RM0137  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0137
 RM0137                          STATION DESCRIPTION
 RM0137
 RM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0137'ONE MILE NORTHEAST OF BESSEMER, IN THE SOUTHWEST QUARTER OF SEC.
 RM0137'1, T. 47 N., R. 46 W., ON TOP OF A HIGH, PROMINENT, BARE-TOP
 RM0137'HILL, ON LAND OWNED BY CARL WICKSON, AND ABOUT 50 YARDS EAST OF
 RM0137'THE WICKSON HOME.  SURFACE MARK IS SET 162 FEET NORTH OF AN
 RM0137'EAST-WEST FENCE LINE AND 91 FEET EAST OF A 6-INCH LONE OAK TREE
 RM0137'BY A LONE WHITE BIRCH TREE, PROJECTS 4 INCHES ABOVE THE GROUND
 RM0137'AND IS STAMPED BESSEMER 1939.
 RM0137'
 RM0137'TO REACH FROM THE RAILROAD STATION IN BESSEMER, GO EAST ON U.S.
 RM0137'HIGHWAY 2 FOR 0.85 MILE, THEN TURN LEFT (NORTH) AT A CROSS
 RM0137'ROAD AND FOLLOW A GRAVEL ROAD UP HILL FOR 1.1 MILES TO THE
 RM0137'WICKSON HOME ON THE RIGHT AND THE END OF TRUCK TRAVEL.  THE
 RM0137'STATION IS ON TOP OF THE HILL 50 YARDS TO THE EAST.
 RM0137'
 RM0137'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 RM0137'DISKS SET IN CONCRETE.
 RM0137'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 RM0137'BRONZE DISKS SET IN A BOULDER AND ROCK OUTCROP.
 RM0137'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 RM0137'WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 RM0137'
 RM0137'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, SET IN
 RM0137'A BOULDER, WHICH IS APPROXIMATELY 1 FOOT BY 3 FEET, PROJECTS 6
 RM0137'INCHES ABOVE THE GROUND AND STAMPED BESSEMER NO 1 1939.
 RM0137'
 RM0137'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, SET IN AN AREA
 RM0137'OF BEDROCK APPROXIMATELY 6 FEET BY 9 FEET, FLUSH WITH THE
 RM0137'SURFACE OF THE GROUND AND STAMPED BESSEMER NO 2 1939.
 RM0137'
 RM0137'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION VERONA.
 RM0137'
 RM0137'A 37-FOOT TOWER IS NEEDED TO SEE ALL LINES EXCEPT VERONA WHICH
 RM0137'IS VISIBLE FROM THE GROUND.
 RM0137'
 RM0137'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 RM0137
 RM0137                          STATION RECOVERY (1948)
 RM0137
 RM0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RM0137'2.2 MI NE FROM BESSEMER.
 RM0137'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0137'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0137'ROAD, ON BALD KNOB OF A HILL, ABOUT 480 FEET EAST OF THE CENTER
 RM0137'LINE OF THE ROAD, ABOUT 309 FEET EAST OF THE NORTHEAST CORNER
 RM0137'OF A HOUSE, 166 FEET EAST OF A NORTH-SOUTH FENCE LINE, 160 FEET
 RM0137'NORTH OF AN EAST-WEST FENCE LINE, 97 FEET SOUTH-SOUTHEAST OF A
 RM0137'10-INCH SCRUB OAK TREE, 91 FEET SOUTH-SOUTHWEST OF R.M. NO. 2,
 RM0137'74 FEET SOUTHEAST OF A 10-INCH OAK TREE, 40 FEET EAST-NORTHEAST
 RM0137'OF R.M. NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RM0137'1 INCH AT THE HIGHEST PART OF HILL.
 RM0137
 RM0137                          STATION RECOVERY (1952)
 RM0137
 RM0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0137'THE STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD CONDITION,
 RM0137'AS PREVIOUSLY DESCRIBED.
 RM0137'
 RM0137'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDED.
 RM0137'
 RM0137'TO REACH THE STATION FROM THE CAUTION LIGHT IN WAKEFIELD, GO WEST
 RM0137'ON U.S. HIGHWAY 2 FOR 3.5 MILES TO A CROSSROADS.  TURN RIGHT,
 RM0137'GO NORTH AND WEST 1.9 MILES TO A CROSSROADS.  TURN LEFT, GO
 RM0137'SOUTH 0.45 MILE TO A WOODEN SHACK ON THE LEFT AND THE END OF TRUCK
 RM0137'TRAVEL.  FROM HERE WALK EASTERLY UP HILL ABOUT 0.1 MILE TO THE
 RM0137'TOP AND STATION.
 RM0137
 RM0137                          STATION RECOVERY (1981)
 RM0137
 RM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0137'RECOVERED AS DESCRIBED.
 RM0137'
 RM0137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHEAST
 RM0137'OF BESSEMER.
 RM0137
 RM0137                          STATION RECOVERY (1985)
 RM0137
 RM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0137'RECOVERED IN GOOD CONDITION.
 RM0137
 RM0137                          STATION RECOVERY (1989)
 RM0137
 RM0137'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0137'MARK NOT FOUND.
 RM0137
 RM0137                          STATION RECOVERY (1994)
 RM0137
 RM0137'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RM0137'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND M 28 IN
 RM0137'WAKEFIELD, MICH, PROCEED WESTERLY ON US 2, 1.5 MILES (2.4 KM) TO AN
 RM0137'INTERSECTION WITH A BLACKTOP ROAD NORTH AND SOUTH (CAUTION LIGHT) .
 RM0137'TURN RIGHT (NORTH) AND PROCEED NORTH, THEN WEST, 1.75 MILES (2.82 KM)
 RM0137'TO THE INTERESECTION WITH RUNWAY LANE (DEAD END) , TURN LEFT (SOUTH)
 RM0137'AND PROCEED 0.5 MILES (0.8 KM) TO INTERSECTION WITH ROAD EAST AND
 RM0137'WEST.  TURN LEFT (EAST) AND PROCEED UPHILL 0.1 MILES (0.2 KM) TO A
 RM0137'POINT IN THE CENTER OF THE ROAD N65W APPROX.  50 FEET (15.2 M) FROM
 RM0137'THE LARGER OF TWO TOWER MAINTENANCE BUILDINGS.  PROCEED NORTH BY
 RM0137'COMPASS ON FOOT, 232 FEET (70.7 M) TO THE STATION.  STATION LAYS IN
 RM0137'GROWN OVER PASTURE LAND.  FROM STATION STEEL RAIL BEARS NORTH 1.9
 RM0137'FEET, (0.6 M) FROM R.M.1 STEEL GUARD RAIL BEARS S.  72 W. 2.4 FEET
 RM0137'(0.7 M) R.M.2 RECOVERED IN LEDGE ROCK, NO STEEL RAIL FROM STATION
 RM0137'RADIO MAST BEARS S.  17 E.  FROM STATION MICROWAVE MAST BEARS S.07 E.
 RM0137
 RM0137                          STATION RECOVERY (1994)
 RM0137
 RM0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RM0137'FROM THE STOPLIGHT AT THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE
 RM0137'ROUTE M-28 IN WAKEFIELD, PROCEED WESTERLY ON HIGHWAY 2 FOR 1.5 MI (2.4
 RM0137'KM) TO AN INTERSECTION WITH A BLACKTOP ROAD NORTH AND SOUTH (CAUTION
 RM0137'LIGH), TURN LEFT, NORTH, AND PROCEED NORTH THEN WEST FOR 1.75 MI (2.82
 RM0137'KM) TO T-INTERSECTION WITH RUNWAY LA (DEAD END).  TURN LEFT AND
 RM0137'PROCEED SOUTH 0.5 MI (0.8 KM) TO INTERSECTION WITH RAD EAST AND WEST.
 RM0137'TURN LEFT AND PROCEED EAST UPHILL FOR 0.1 MI (0.2 KM) TO A POINT IN
 RM0137'THE CENTER OF THE ROAD NORTH 65 DEGREES WEST APPROXIMATELY 50 FT (15.2
 RM0137'M) FROM THE LARGER OF TWO TOWER MAINTENCE BUILDINGS. PROCEED NORTH BY
 RM0137'COMPASS, ON FOOT FOR 232.0 FT (70.7 M) TO THE STATION.  STATION LAYS
 RM0137'IN GROWN OVER PASTURE LAND.
 RM0137
 RM0137                          STATION RECOVERY (2004)
 RM0137
 RM0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0138 ***********************************************************************
 RM0138  DESIGNATION -  BESSEMER RM 1
 RM0138  PID         -  RM0138
 RM0138  STATE/COUNTY-  MI/GOGEBIC
 RM0138  COUNTRY     -  US
 RM0138  USGS QUAD   -  BESSEMER (2017)
 RM0138
 RM0138                         *CURRENT SURVEY CONTROL
 RM0138  ______________________________________________________________________
 RM0138* NAD 83(1986) POSITION- 46 29 32.09   (N) 090 01 30.50   (W)   HD_HELD1
 RM0138* NAVD 88 ORTHO HEIGHT -   546.601 (meters)     1793.31  (feet) ADJUSTED
 RM0138  ______________________________________________________________________
 RM0138  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 RM0138  DYNAMIC HEIGHT  -        546.632 (meters)     1793.41  (feet) COMP
 RM0138  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 RM0138
 RM0138  VERT ORDER      -  SECOND    CLASS 0
 RM0138
 RM0138.The horizontal coordinates were determined by differentially corrected
 RM0138.hand held GPS observations or other comparable positioning techniques
 RM0138.and have an estimated accuracy of +/- 3 meters.
 RM0138
 RM0138.The orthometric height was determined by differential leveling and
 RM0138.adjusted by the NATIONAL GEODETIC SURVEY
 RM0138.in June 1991.
 RM0138
 RM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0138.GEOID18 height accuracy estimate available here.
 RM0138
 RM0138.Click photographs - Photos may exist for this station.
 RM0138
 RM0138.The dynamic height is computed by dividing the NAVD 88
 RM0138.geopotential number by the normal gravity value computed on the
 RM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0138.degrees latitude (g = 980.6199 gals.).
 RM0138
 RM0138.The modeled gravity was interpolated from observed gravity values.
 RM0138
 RM0138;                    North         East    Units  Estimated Accuracy
 RM0138;SPC MI N     -   194,367.1   7,767,826.9     MT  (+/- 3 meters HH1 GPS) 
 RM0138
 RM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2829353042(NAD 83)
 RM0138
 RM0138                          SUPERSEDED SURVEY CONTROL
 RM0138
 RM0138  NGVD 29 (??/??/92)  546.626  (m)         1793.39   (f) ADJ UNCH    2 0
 RM0138
 RM0138.Superseded values are not recommended for survey control.
 RM0138
 RM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0138.See file dsdata.pdf to determine how the superseded data were derived.
 RM0138
 RM0138_MARKER: DR = REFERENCE MARK DISK
 RM0138_SETTING: 80 = SET IN A BOULDER
 RM0138_STAMPING: BESSEMER NO 1 1939
 RM0138_MARK LOGO: CGS
 RM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0138+STABILITY: SURFACE MOTION
 RM0138
 RM0138  HISTORY     - Date     Condition        Report By
 RM0138  HISTORY     - 1939     MONUMENTED       CGS
 RM0138  HISTORY     - 1948     GOOD             CGS
 RM0138  HISTORY     - 1985     GOOD             NGS
 RM0138  HISTORY     - 1989     GOOD             USPSQD
 RM0138  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0138
 RM0138                          STATION DESCRIPTION
 RM0138
 RM0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0138'2.2 MI NE FROM BESSEMER.
 RM0138'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0138'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0138'ROAD, ON BALD KNOB OF HILL ABOUT 450 FEET EAST OF THE ROAD, 148
 RM0138'FEET NORTH OF AN EAST-WEST FENCE LINE, 73 FEET SOUTH OF A
 RM0138'10-INCH OAK TREE, 58 FEET EAST-SOUTHEAST OF AN 8-INCH OAK TREE,
 RM0138'40 FEET WEST-SOUTHWEST OF THE STATION MARK AND SET IN A DRILL
 RM0138'HOLE IN ROCK.
 RM0138
 RM0138                          STATION RECOVERY (1985)
 RM0138
 RM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0138'RECOVERED IN GOOD CONDITION.
 RM0138
 RM0138                          STATION RECOVERY (1989)
 RM0138
 RM0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0138'RECOVERED IN GOOD CONDITION.
 RM0138
 RM0138                          STATION RECOVERY (2004)
 RM0138
 RM0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0139 ***********************************************************************
 RM0139  DESIGNATION -  BESSEMER RM 2
 RM0139  PID         -  RM0139
 RM0139  STATE/COUNTY-  MI/GOGEBIC
 RM0139  COUNTRY     -  US
 RM0139  USGS QUAD   -  BESSEMER (2017)
 RM0139
 RM0139                         *CURRENT SURVEY CONTROL
 RM0139  ______________________________________________________________________
 RM0139* NAD 83(1986) POSITION- 46 29 33.09   (N) 090 01 29.67   (W)   HD_HELD1
 RM0139* NAVD 88 ORTHO HEIGHT -   546.226 (meters)     1792.08  (feet) ADJUSTED
 RM0139  ______________________________________________________________________
 RM0139  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 RM0139  DYNAMIC HEIGHT  -        546.258 (meters)     1792.18  (feet) COMP
 RM0139  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 RM0139
 RM0139  VERT ORDER      -  SECOND    CLASS 0
 RM0139
 RM0139.The horizontal coordinates were determined by differentially corrected
 RM0139.hand held GPS observations or other comparable positioning techniques
 RM0139.and have an estimated accuracy of +/- 3 meters.
 RM0139
 RM0139.The orthometric height was determined by differential leveling and
 RM0139.adjusted by the NATIONAL GEODETIC SURVEY
 RM0139.in June 1991.
 RM0139
 RM0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0139.GEOID18 height accuracy estimate available here.
 RM0139
 RM0139.Click photographs - Photos may exist for this station.
 RM0139
 RM0139.The dynamic height is computed by dividing the NAVD 88
 RM0139.geopotential number by the normal gravity value computed on the
 RM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0139.degrees latitude (g = 980.6199 gals.).
 RM0139
 RM0139.The modeled gravity was interpolated from observed gravity values.
 RM0139
 RM0139;                    North         East    Units  Estimated Accuracy
 RM0139;SPC MI N     -   194,397.3   7,767,845.8     MT  (+/- 3 meters HH1 GPS) 
 RM0139
 RM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2831053073(NAD 83)
 RM0139
 RM0139                          SUPERSEDED SURVEY CONTROL
 RM0139
 RM0139  NGVD 29 (??/??/92)  546.252  (m)         1792.16   (f) ADJ UNCH    2 0
 RM0139
 RM0139.Superseded values are not recommended for survey control.
 RM0139
 RM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0139.See file dsdata.pdf to determine how the superseded data were derived.
 RM0139
 RM0139_MARKER: DR = REFERENCE MARK DISK
 RM0139_SETTING: 80 = SET IN A BOULDER
 RM0139_STAMPING: BESSEMER NO 2 1939
 RM0139_MARK LOGO: CGS
 RM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0139+STABILITY: SURFACE MOTION
 RM0139
 RM0139  HISTORY     - Date     Condition        Report By
 RM0139  HISTORY     - 1939     MONUMENTED       CGS
 RM0139  HISTORY     - 1948     GOOD             CGS
 RM0139  HISTORY     - 1985     GOOD             NGS
 RM0139  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0139  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0139
 RM0139                          STATION DESCRIPTION
 RM0139
 RM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0139'2.2 MI NE FROM BESSEMER.
 RM0139'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0139'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0139'ROAD, ON THE TOP OF A BALD KNOB OF HILL ABOUT 500 FEET EAST OF
 RM0139'THE ROAD, 251 FEET NORTH OF AN EAST-WEST FENCE LINE, 91 FEET
 RM0139'NORTH-NORTHEAST OF THE STATION MARK, 71 FEET NORTHEAST OF A
 RM0139'10-INCH OAK TREE, 32 FEET EAST OF A 10-INCH OAK TREE, AND SET IN
 RM0139'A DRILL HOLE IN ROCK.
 RM0139
 RM0139                          STATION RECOVERY (1985)
 RM0139
 RM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0139'RECOVERED IN GOOD CONDITION.
 RM0139
 RM0139                          STATION RECOVERY (1989)
 RM0139
 RM0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0139'MARK NOT FOUND.
 RM0139
 RM0139                          STATION RECOVERY (2004)
 RM0139
 RM0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0639 ***********************************************************************
 RM0639  DESIGNATION -  BESSIE
 RM0639  PID         -  RM0639
 RM0639  STATE/COUNTY-  MI/GOGEBIC
 RM0639  COUNTRY     -  US
 RM0639  USGS QUAD   -  BESSEMER (2017)
 RM0639
 RM0639                         *CURRENT SURVEY CONTROL
 RM0639  ______________________________________________________________________
 RM0639* NAD 83(1994) POSITION- 46 24 43.00771(N) 090 06 16.68252(W)   ADJUSTED
 RM0639* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 RM0639  ______________________________________________________________________
 RM0639  GEOID HEIGHT    -        -30.823 (meters)                     GEOID18
 RM0639  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 RM0639  HORZ ORDER      -  THIRD
 RM0639
 RM0639.The horizontal coordinates were established by classical geodetic methods
 RM0639.and adjusted by the National Geodetic Survey in February 1997.
 RM0639
 RM0639.The orthometric height was scaled from a topographic map.
 RM0639
 RM0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0639.GEOID18 height accuracy estimate available here.
 RM0639
 RM0639.Click photographs - Photos may exist for this station.
 RM0639
 RM0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0639
 RM0639. The following values were computed from the NAD 83(1994) position.
 RM0639
 RM0639;                    North         East     Units Scale Factor Converg.
 RM0639;SPC MI N     -   185,684.460 7,761,379.428   MT  0.99990527   -2 14 38.4
 RM0639;SPC MI N     -   609,200.98 25,463,843.27   iFT  0.99990527   -2 14 38.4
 RM0639;SPC WI N     -   138,412.811   591,955.433   MT  0.99995441   -0 04 31.7
 RM0639;SPC WI N     -   454,109.36  1,942,107.12   sFT  0.99995441   -0 04 31.7
 RM0639;UTM  15      - 5,143,893.328   722,520.721   MT  1.00020869   +2 05 52.9
 RM0639
 RM0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0639!SPC MI N     -   0.99992959  x   0.99990527  =   0.99983487
 RM0639!SPC WI N     -   0.99992959  x   0.99995441  =   0.99988400
 RM0639!UTM  15      -   0.99992959  x   1.00020869  =   1.00013827
 RM0639
 RM0639:                Primary Azimuth Mark                     Grid Az
 RM0639:SPC MI N     -  BESSIE AZ MK                             000 08 31.4
 RM0639:SPC WI N     -  BESSIE AZ MK                             357 58 24.7
 RM0639:UTM  15      -  BESSIE AZ MK                             355 48 00.1
 RM0639
 RM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2252043893(NAD 83)
 RM0639
 RM0639|---------------------------------------------------------------------|
 RM0639| PID    Reference Object                     Distance      Geod. Az  |
 RM0639|                                                           dddmmss.s |
 RM0639| RM0640 73 RC                                16.941 METERS 15710     |
 RM0639| CJ2249 BESSIE RM 1                          24.110 METERS 24236     |
 RM0639| CJ2248 BESSIE AZ MK                                       3575353.0 |
 RM0639|---------------------------------------------------------------------|
 RM0639
 RM0639                          SUPERSEDED SURVEY CONTROL
 RM0639
 RM0639  NAD 83(1991)-  46 24 43.00722(N)    090 06 16.68133(W) AD(       ) 3
 RM0639  NAD 83(1986)-  46 24 43.00166(N)    090 06 16.67660(W) AD(       ) 3
 RM0639  NAD 27      -  46 24 43.19200(N)    090 06 16.04700(W) AD(       ) 3
 RM0639
 RM0639.Superseded values are not recommended for survey control.
 RM0639
 RM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0639.See file dsdata.pdf to determine how the superseded data were derived.
 RM0639
 RM0639_MARKER: DS = TRIANGULATION STATION DISK
 RM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0639_STAMPING: BESSIE 1952
 RM0639_MARK LOGO: CGS
 RM0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0639+STABILITY: SURFACE MOTION
 RM0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0639+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0639
 RM0639  HISTORY     - Date     Condition        Report By
 RM0639  HISTORY     - 1952     MONUMENTED       CGS
 RM0639  HISTORY     - 19941001 GOOD             GLORI
 RM0639  HISTORY     - 20020615 GOOD             USPSQD
 RM0639  HISTORY     - 20030822 GOOD             USPSQD
 RM0639
 RM0639                          STATION DESCRIPTION
 RM0639
 RM0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0639'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF BESSEMER,
 RM0639'4 MILES SOUTHEAST OF IRONWOOD AND ON THE RIGHT OF WAY OF A
 RM0639'NORTH-SOUTH GRAVEL ROAD.
 RM0639'
 RM0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0639'N LAKE STREET AT BLINKER LIGHT IN THE NORTHEAST END OF IRONWOOD,
 RM0639'GO SOUTH ON N LAKE STREET FOR 0.4 MILE TO THE JUNCTION WITH
 RM0639'AYERS STREET, TURN LEFT, EAST ON AYERS STREET AND GO 2.2
 RM0639'MILES TO A PAVED ROAD KNOWN AS SOUTH DAVIS ROAD, TURN RIGHT,
 RM0639'SOUTH AND GO 3.6 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST
 RM0639'AND GO ON GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD, TURN RIGHT,
 RM0639'SOUTH AND GO 0.05 MILE TO THE STATION ON THE LEFT AS
 RM0639'DESCRIBED.
 RM0639'
 RM0639'THE STATION MARK IS STAMPED BESSIE 1932.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RM0639'IT IS 82 FEET NORTHEAST OF AN INTERSECTION OF A T-ROAD, 42
 RM0639'FEET EAST OF CENTERLINE OF A GRAVEL ROAD AND 5 FEET NORTHWEST
 RM0639'OF A WHITE WITNESS POST.
 RM0639'
 RM0639'REFERENCE MARK 1 IS STAMPED BESSIE NO 1 1952.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RM0639'IT IS 53 FEET NORTHWEST OF AN INTERSECTION OF A T-ROAD AND
 RM0639'37 FEET WEST OF CENTERLINE OF A GRAVEL ROAD.
 RM0639'
 RM0639'REFERENCE MARK 2 WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY
 RM0639'BENCH MARK STAMPED 73 RC 1951.  IT IS SET IN A 6X6 INCH
 RM0639'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RM0639'58 FEET SOUTHWEST OF AN INTERSECTION OF A T-ROAD AND 30 FEET
 RM0639'NORTH OF CENTERLINE OF A GRAVEL ROAD.
 RM0639'
 RM0639'THE AZIMUTH MARK IS STAMPED BESSIE 1952.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RM0639'IT IS 28 FEET WEST OF CENTERLINE OF A GRAVEL ROAD, 5 FEET
 RM0639'SOUTH OF A POWER POLE NO. 6-46/80, 3 FEET EAST OF A NORTH-SOUTH
 RM0639'FENCELINE, 2 FEET SOUTH OF A WHITE WITNESS POST.  TO REACH
 RM0639'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 RM0639'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RM0639'
 RM0639'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RM0639
 RM0639                          STATION RECOVERY (1994)
 RM0639
 RM0639'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RM0639'TO REACH BESSIE FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND
 RM0639'LAKE ST.,  PROCEED EASTERLY ON US 2 1.7 MILES (2.7 KM) TO THE
 RM0639'COUNTRY CLUB ROAD.  TURN RIGHT (SOUTH) ON COUNTRY CLUB ROAD AND
 RM0639'PROCEED 0.65 MILES (1.05 KM) TO THE OLD COUNTY ROAD.  TURN LEFT (EAST)
 RM0639'ON THE OLD COUNTY ROAD AND PROCEED EAST 0.5 MILES (0.8 KM) TO THE S.
 RM0639'DAVIS ROAD.  TURN RIGHT (SOUTH) ON THE S. DAVIS ROAD AND PROCEED
 RM0639'SOUTH FOR 3.4 MILES (5.5 KM) TO HELGREN ROAD.  TURN LEFT (EAST) AND
 RM0639'PROCEED EAST FOR 0.4 MILES (0.6 KM) TO THE E. END ROAD.  TURN RIGHT
 RM0639'(SOUTH) AND PROCEED SOUTH APPROX 285 FEET (86.9 M) TO THE STATION ON
 RM0639'THE LEFT.  AZIMUTH MARK IS 0.4 MILES (0.6 KM) NORTH.  18 FEET (5.5 M)
 RM0639'WEST OF BLACKTOP, 6.7 FT.SOUTH OF POWER POLE 6-46/80, 2.0 FEET (0.6 M)
 RM0639'NORTH OF STEEL GUARD RAIL.  STATION IS 26 FT.E.  OF BLACKTOP, 77 FT.N.
 RM0639'OF PROJECTED ROAD E.  CENTERLINE AND WEST 2.1 FT.FROM STEEL GUARD
 RM0639'RAIL, R.M.1 IS 18 FT.W.  OF BLACKTOP, 10 FT.W.  OF CURVE SIGN, S.10 W.
 RM0639'5.0 FT.FROM BURIED PHONE SIGN, N.45 E.  1.6 FT.FROM STEEL GUARD RAIL
 RM0639
 RM0639                          STATION RECOVERY (2002)
 RM0639
 RM0639'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0639'RECOVERED IN GOOD CONDITION.
 RM0639
 RM0639                          STATION RECOVERY (2003)
 RM0639
 RM0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0639'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 RM0639'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 RM0639'ADD-- THE STATION IS 39 FEET NORTHEAST OF THE CENTER OF THE CURVE ONTO
 RM0639'BLACK RIVER ROAD FROM EAST END ROAD (NOW A PAVED ROAD) AND 2 FEET WEST
 RM0639'OF A YELLOW SURVEY MARKER SIGN.
 RM0639'REFERENCE MARK 1 IS ABOUT 57 FEET NORTH OF UTILITY POLE NUMBER
 RM0639'--6-46/47-- AND UNDERGROUND CABLE PEDESTAL NUMBER --N8683-- AND 1.5
 RM0639'FEET NORTHEAST OF A YELLOW SURVEY MARKER SIGN.
 RM0639'THE AZIMUTH MARK IS ABOUT 200 FEET NORTH OF A DRIVEY TO THE RESIDENCE
 RM0639'AT -N8803- AND 2 FEET NORTH OF A YELLOW SURVEY MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0605 ***********************************************************************
 PM0605  DESIGNATION -  BETS
 PM0605  PID         -  PM0605
 PM0605  STATE/COUNTY-  MI/BENZIE
 PM0605  COUNTRY     -  US
 PM0605  USGS QUAD   -  FRANKFORT OE W (2017)
 PM0605
 PM0605                         *CURRENT SURVEY CONTROL
 PM0605  ______________________________________________________________________
 PM0605* NAD 83(2011) POSITION- 44 41 26.76513(N) 086 15 16.40988(W)   ADJUSTED
 PM0605* NAD 83(2011) ELLIP HT-   145.596 (meters)        (06/27/12)   ADJUSTED
 PM0605* NAD 83(2011) EPOCH   -  2010.00
 PM0605* NAVD 88 ORTHO HEIGHT -   181.5   (meters)      595.    (feet) VERTCON3
 PM0605  ______________________________________________________________________
 PM0605  GEOID HEIGHT    -        -35.848 (meters)                     GEOID18
 PM0605  NAD 83(2011) X  -    296,695.740 (meters)                     COMP
 PM0605  NAD 83(2011) Y  - -4,532,227.108 (meters)                     COMP
 PM0605  NAD 83(2011) Z  -  4,463,085.937 (meters)                     COMP
 PM0605  LAPLACE CORR    -          7.51  (seconds)                    DEFLEC18
 PM0605
 PM0605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0605  Standards:
 PM0605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0605  -------------------------------------------------------------------
 PM0605  NETWORK    7.62   6.47           1.99   3.62   3.30      0.48143964
 PM0605  -------------------------------------------------------------------
 PM0605  Click here for local accuracies and other accuracy information.
 PM0605
 PM0605.The horizontal coordinates were established by GPS observations
 PM0605.and adjusted by the National Geodetic Survey in June 2012.
 PM0605
 PM0605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0605.been affixed to the stable North American tectonic plate. See 
 PM0605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0605
 PM0605.The horizontal coordinates are valid at the epoch date displayed above
 PM0605.which is a decimal equivalence of Year/Month/Day.
 PM0605
 PM0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0605
 PM0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0605.GEOID18 height accuracy estimate available here.
 PM0605
 PM0605.Click photographs - Photos may exist for this station.
 PM0605
 PM0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0605
 PM0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0605
 PM0605.The ellipsoidal height was determined by GPS observations
 PM0605.and is referenced to NAD 83.
 PM0605
 PM0605. The following values were computed from the NAD 83(2011) position.
 PM0605
 PM0605;                    North         East     Units Scale Factor Converg.
 PM0605;SPC MI C     -   154,431.656 5,850,372.349   MT  0.99992238   -1 20 01.0
 PM0605;SPC MI C     -   506,665.54 19,194,135.00   iFT  0.99992238   -1 20 01.0
 PM0605;UTM  16      - 4,948,869.829   559,067.394   MT  0.99964290   +0 31 27.4
 PM0605
 PM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0605!SPC MI C     -   0.99997717  x   0.99992238  =   0.99989955
 PM0605!UTM  16      -   0.99997717  x   0.99964290  =   0.99962008
 PM0605
 PM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5906748869(NAD 83)
 PM0605
 PM0605                          SUPERSEDED SURVEY CONTROL
 PM0605
 PM0605  NAD 83(2007)-  44 41 26.76492(N)    086 15 16.41134(W) AD(2002.00) 0
 PM0605  ELLIP H (02/10/07)  145.630  (m)                       GP(2002.00)    
 PM0605  ELLIP H (07/17/02)  145.604  (m)                       GP(       ) 4 1
 PM0605  NAD 83(1994)-  44 41 26.76530(N)    086 15 16.41060(W) AD(       ) 2
 PM0605  ELLIP H (02/03/97)  145.636  (m)                       GP(       ) 4 1
 PM0605  NAD 83(1986)-  44 41 26.76576(N)    086 15 16.41743(W) AD(       ) 2
 PM0605  NGVD 29 (12/10/93)  181.6    (m)  GEOID93  model used  GPS OBS        
 PM0605
 PM0605.Superseded values are not recommended for survey control.
 PM0605
 PM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0605.See file dsdata.pdf to determine how the superseded data were derived.
 PM0605
 PM0605_MARKER: DD = SURVEY DISK
 PM0605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0605+WITH SETTING: INFORMATION.
 PM0605_STAMPING: BETS 1993
 PM0605_MARK LOGO: NOS
 PM0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0605+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 PM0605
 PM0605  HISTORY     - Date     Condition        Report By
 PM0605  HISTORY     - 1993     MONUMENTED       NOS
 PM0605  HISTORY     - 19960818 GOOD             USPSQD
 PM0605  HISTORY     - 20040615 GOOD             GEOCAC
 PM0605  HISTORY     - 20071130 GOOD             INDIV
 PM0605  HISTORY     - 20180529 POOR             MIDT
 PM0605
 PM0605                          STATION DESCRIPTION
 PM0605
 PM0605'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0605'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) NORTH OF FRANKFORT AT
 PM0605'POINT BETSIE ABOUT 80 METERS (262.5 FT) INSHORE OF LAKE MICHIGAN AND
 PM0605'ABOUT 90 METERS (295.3 FT) SOUTHEAST OF POINT BETSIE LIGHTHOUSE NEAR
 PM0605'THE SOUTHEAST CORNER OF THE U.S. COAST GUARD PROPERTY IN A GRASSY
 PM0605'SAND DUNE.
 PM0605'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN STATE ROAD 22 AND
 PM0605'THE POINT BETSIE LIGHTHOUSE ROAD,HEAD WEST ALONG THE POINT BETSIE
 PM0605'LIGHTHOUSE ROAD FOR 0.6 MI (1.0 KM) TO THE LIGHTHOUSE-COAST GUARD
 PM0605'COMPLEX TO STATION DESCRIBED.
 PM0605'THE STATION IS A STANDARD NOS ALUMINUM DISK AND ROD SET IN CONCRETE
 PM0605'WITH A 4 INCH PVC SLEEVE WITH THREADED CAP, IT IS 29 M (95.1 FT)
 PM0605'NORTH OF THE CENTER OF POINT BETSIE ROAD, 36 M (118.1 FT)
 PM0605'EAST-NORTHEAST OF THE CENTERLINE OF THE COAST GUARD (LIGHTHOUSE)
 PM0605'ENTRANCE DRIVE, 9 M (29.5 FT) NORTHEAST OF A WOODEN TELEPHONE POLE
 PM0605'WITH A WITNESS SIGN ATTACHED TO ITS EAST FACING AND 7 M (23.0 FT)
 PM0605'EAST OF A METAL CYCLONE FENCE.
 PM0605
 PM0605                          STATION RECOVERY (1996)
 PM0605
 PM0605'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0605'RECOVERED IN GOOD CONDITION.
 PM0605
 PM0605                          STATION RECOVERY (2004)
 PM0605
 PM0605'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 PM0605'RECOVERED IN GOOD CONDITION.
 PM0605
 PM0605                          STATION RECOVERY (2007)
 PM0605
 PM0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MPS)
 PM0605'RECOVERED IN GOOD CONDITION.
 PM0605
 PM0605                          STATION RECOVERY (2018)
 PM0605
 PM0605'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 PM0605'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0558 ***********************************************************************
 PM0558  DESIGNATION -  BETSIE POINT LIGHTHOUSE
 PM0558  PID         -  PM0558
 PM0558  STATE/COUNTY-  MI/BENZIE
 PM0558  COUNTRY     -  US
 PM0558  USGS QUAD   -  FRANKFORT OE W (2017)
 PM0558
 PM0558                         *CURRENT SURVEY CONTROL
 PM0558  ______________________________________________________________________
 PM0558* NAD 83(1994) POSITION- 44 41 28.51529(N) 086 15 19.11338(W)   ADJUSTED
 PM0558  ______________________________________________________________________
 PM0558  GEOID HEIGHT    -        -35.851 (meters)                     GEOID18
 PM0558  LAPLACE CORR    -          7.51  (seconds)                    DEFLEC18
 PM0558  HORZ ORDER      -  THIRD
 PM0558
 PM0558.The horizontal coordinates were established by classical geodetic methods
 PM0558.and adjusted by the National Geodetic Survey in February 1997.
 PM0558
 PM0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0558.GEOID18 height accuracy estimate available here.
 PM0558
 PM0558.Click photographs - Photos may exist for this station.
 PM0558
 PM0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0558
 PM0558. The following values were computed from the NAD 83(1994) position.
 PM0558
 PM0558;                    North         East     Units Scale Factor Converg.
 PM0558;SPC MI C     -   154,487.047 5,850,314.098   MT  0.99992234   -1 20 02.9
 PM0558;SPC MI C     -   506,847.27 19,193,943.89   iFT  0.99992234   -1 20 02.9
 PM0558;UTM  16      - 4,948,923.287   559,007.395   MT  0.99964282   +0 31 25.5
 PM0558
 PM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5900748923(NAD 83)
 PM0558
 PM0558                          SUPERSEDED SURVEY CONTROL
 PM0558
 PM0558  NAD 83(1986)-  44 41 28.52365(N)    086 15 19.11047(W) AD(       ) 3
 PM0558  NAD 27      -  44 41 28.53100(N)    086 15 18.75800(W) AD(       ) 3
 PM0558
 PM0558.Superseded values are not recommended for survey control.
 PM0558
 PM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0558.See file dsdata.pdf to determine how the superseded data were derived.
 PM0558
 PM0558_MARKER: 13 = LIGHTHOUSE
 PM0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0558+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 PM0558
 PM0558  HISTORY     - Date     Condition        Report By
 PM0558  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0558  HISTORY     - 1965     GOOD             USLS
 PM0558  HISTORY     - 19960818 GOOD             USPSQD
 PM0558  HISTORY     - 20021230 GOOD             GEOCAC
 PM0558
 PM0558                          STATION DESCRIPTION
 PM0558
 PM0558'DESCRIBED BY US LAKE SURVEY 1965
 PM0558'STATION RECOVERED.
 PM0558
 PM0558                          STATION RECOVERY (1996)
 PM0558
 PM0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0558'RECOVERED IN GOOD CONDITION.
 PM0558
 PM0558                          STATION RECOVERY (2002)
 PM0558
 PM0558'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PM0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1160 ***********************************************************************
 RJ1160  DESIGNATION -  BETSY
 RJ1160  PID         -  RJ1160
 RJ1160  STATE/COUNTY-  MI/CHIPPEWA
 RJ1160  COUNTRY     -  US
 RJ1160  USGS QUAD   -  SHEEPHEAD LAKE (2017)
 RJ1160
 RJ1160                         *CURRENT SURVEY CONTROL
 RJ1160  ______________________________________________________________________
 RJ1160* NAD 83(1994) POSITION- 46 42 39.12576(N) 085 08 08.61407(W)   ADJUSTED
 RJ1160* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 RJ1160  ______________________________________________________________________
 RJ1160  GEOID HEIGHT    -        -36.395 (meters)                     GEOID18
 RJ1160  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 RJ1160  HORZ ORDER      -  SECOND
 RJ1160
 RJ1160.The horizontal coordinates were established by classical geodetic methods
 RJ1160.and adjusted by the National Geodetic Survey in February 1997.
 RJ1160
 RJ1160.The orthometric height was scaled from a topographic map.
 RJ1160
 RJ1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1160.GEOID18 height accuracy estimate available here.
 RJ1160
 RJ1160.Click photographs - Photos may exist for this station.
 RJ1160
 RJ1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1160
 RJ1160. The following values were computed from the NAD 83(1994) position.
 RJ1160
 RJ1160;                    North         East     Units Scale Factor Converg.
 RJ1160;SPC MI N     -   215,913.141 8,142,529.221   MT  0.99993040   +1 20 50.9
 RJ1160;SPC MI N     -   708,376.45 26,714,334.71   iFT  0.99993040   +1 20 50.9
 RJ1160;UTM  16      - 5,174,722.487   642,493.794   MT  0.99984957   +1 21 26.1
 RJ1160
 RJ1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1160!SPC MI N     -   0.99997059  x   0.99993040  =   0.99990099
 RJ1160!UTM  16      -   0.99997059  x   0.99984957  =   0.99982016
 RJ1160
 RJ1160:                Primary Azimuth Mark                     Grid Az
 RJ1160:SPC MI N     -  CRISP RESET                              281 17 34.6
 RJ1160:UTM  16      -  CRISP RESET                              281 16 59.4
 RJ1160
 RJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4249374722(NAD 83)
 RJ1160
 RJ1160|---------------------------------------------------------------------|
 RJ1160| PID    Reference Object                     Distance      Geod. Az  |
 RJ1160|                                                           dddmmss.s |
 RJ1160| CH1701 BETSY RM 1                           30.846 METERS 05530     |
 RJ1160| RJ1161 CRISP RESET                         APPROX. 9.2 KM 2823825.5 |
 RJ1160| CH1702 BETSY RM 2                           24.228 METERS 30747     |
 RJ1160|---------------------------------------------------------------------|
 RJ1160
 RJ1160                          SUPERSEDED SURVEY CONTROL
 RJ1160
 RJ1160  NAD 83(1986)-  46 42 39.11920(N)    085 08 08.61129(W) AD(       ) 2
 RJ1160  NAD 27      -  46 42 39.02852(N)    085 08 08.22002(W) AD(       ) 2
 RJ1160
 RJ1160.Superseded values are not recommended for survey control.
 RJ1160
 RJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1160.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1160
 RJ1160_MARKER: DS = TRIANGULATION STATION DISK
 RJ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1160_STAMPING: BETSY 1965
 RJ1160_MARK LOGO: CGS
 RJ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1160+STABILITY: SURFACE MOTION
 RJ1160
 RJ1160  HISTORY     - Date     Condition        Report By
 RJ1160  HISTORY     - 1965     MONUMENTED       CGS
 RJ1160
 RJ1160                          STATION DESCRIPTION
 RJ1160
 RJ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1160'THE STATION IS LOCATED ABOUT 31 MILES NORTHEAST OF NEWBERRY, 9-1/2
 RJ1160'MILES SOUTHWEST OF WHITEFISH POINT, 7-1/2 MILES NORTHWEST OF PARADISE,
 RJ1160'3-1/4 MILES SOUTH OF LAKE SUPERIOR, AND ON STATE PROPERTY.
 RJ1160'
 RJ1160'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON
 RJ1160'STATE HIGHWAY 123 FOR 4.3 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 407).
 RJ1160'CONTINUE NORTHEAST ON HIGHWAY 123 FOR 22.7 MILES TO A SIDE ROAD RIGHT
 RJ1160'AT A SIGN LOWER TAHQUAMENON FALLS.  CONTINUE NORTHEAST ON HIGHWAY 123
 RJ1160'FOR 5.65 MILES TO A SIDE ROAD LEFT AT A SIGN CORRECTIONS CAMP.  TURN
 RJ1160'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE TO A 3 WAY FORK.
 RJ1160'TAKE THE MIDDLE FORK (WIDEWATER ROAD) AND GO NORTHEAST ON A TRACK ROAD
 RJ1160'FOR 3.65 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND CONTINUE
 RJ1160'NORTHEASTERLY ON THE TRACK ROAD FOR 2.4 MILES TO AN OLD CAMP SITE AND
 RJ1160'SEVERAL OLD CARS.  CONTINUE NORTHWEST ON THE TRACK ROAD FOR 0.7 MILE
 RJ1160'TO Y-FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHWEST AND NORTHERLY ON
 RJ1160'THE MAIN TRAVELED ROAD FOR 1.8 MILES TO A TRIANGULAR BLAZED PINE TREE
 RJ1160'ON THE RIGHT AND THE STATION ON THE LEFT AT THE TOP OF A SMALL KNOLL.
 RJ1160'
 RJ1160'STATION MARKS ARE STANDARD DISKS STAMPED BETSY 1965.  THE SURFACE DISK
 RJ1160'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 54
 RJ1160'FEET SOUTHWEST OF THE 8 INCH PINE TREE WITH THE TRIANGULAR BLAZE, 45
 RJ1160'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 16 FEET EAST OF A 6 INCH
 RJ1160'PINE TREE, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND NEAR THE
 RJ1160'CENTER OF THE HIGHEST POINT OF THE KNOLL.  THE UNDERGROUND DISK IS SET
 RJ1160'IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE
 RJ1160'GROUND.
 RJ1160'
 RJ1160'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETSY NO 1 1965, IS SET
 RJ1160'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 15 FEET
 RJ1160'NORTH OF AN 8 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 RJ1160'SIDE, 12 FEET EAST OF AN 8 INCH PINE TREE, 6 FEET NORTH OF THE CENTER
 RJ1160'OF THE TRACK ROAD, AN 1 FOOT WEST OF A METAL WITNESS POST.
 RJ1160'
 RJ1160'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETSY NO 2 1965, IS SET
 RJ1160'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 12 FEET
 RJ1160'WEST OF A 6 INCH PINE TREE, 8 FEET NORTH OF THE CENTER OF THE TRACK
 RJ1160'ROAD, AND 6 FEET EAST OF A 5 INCH PINE TREE.
 RJ1160'
 RJ1160'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS TIME.
 RJ1160'
 RJ1160'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0238 ***********************************************************************
 NE0238  DESIGNATION -  BEYSTER
 NE0238  PID         -  NE0238
 NE0238  STATE/COUNTY-  MI/ST CLAIR
 NE0238  COUNTRY     -  US
 NE0238  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0238
 NE0238                         *CURRENT SURVEY CONTROL
 NE0238  ______________________________________________________________________
 NE0238* NAD 83(1986) POSITION- 42 32 45.     (N) 082 39 42.     (W)   SCALED
 NE0238* NAVD 88 ORTHO HEIGHT -   175.627 (meters)      576.20  (feet) ADJUSTED
 NE0238  ______________________________________________________________________
 NE0238  GEOID HEIGHT    -        -34.832 (meters)                     GEOID18
 NE0238  DYNAMIC HEIGHT  -        175.577 (meters)      576.04  (feet) COMP
 NE0238  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 NE0238
 NE0238  VERT ORDER      -  FIRST     CLASS 0
 NE0238
 NE0238.The horizontal coordinates were scaled from a map and have
 NE0238.an estimated accuracy of +/- 6 seconds.
 NE0238
 NE0238.The orthometric height was determined by differential leveling and
 NE0238.adjusted by the NATIONAL GEODETIC SURVEY
 NE0238.in June 1991.
 NE0238
 NE0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0238.GEOID18 height accuracy estimate available here.
 NE0238
 NE0238.Click photographs - Photos may exist for this station.
 NE0238
 NE0238.The dynamic height is computed by dividing the NAVD 88
 NE0238.geopotential number by the normal gravity value computed on the
 NE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0238.degrees latitude (g = 980.6199 gals.).
 NE0238
 NE0238.The modeled gravity was interpolated from observed gravity values.
 NE0238
 NE0238;                    North         East    Units  Estimated Accuracy
 NE0238;SPC MI S     -   117,590.    4,140,030.      MT  (+/- 180 meters Scaled)
 NE0238
 NE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH635117(NAD 83)
 NE0238
 NE0238                          SUPERSEDED SURVEY CONTROL
 NE0238
 NE0238  NGVD 29 (??/??/92)  175.764  (m)          576.65   (f) ADJ UNCH    1 0
 NE0238
 NE0238.Superseded values are not recommended for survey control.
 NE0238
 NE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0238.See file dsdata.pdf to determine how the superseded data were derived.
 NE0238
 NE0238_MARKER: Z = SEE DESCRIPTION
 NE0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0238_SP_SET: IRON ROD
 NE0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0238
 NE0238  HISTORY     - Date     Condition        Report By
 NE0238  HISTORY     - 1956     MONUMENTED       USLS
 NE0238  HISTORY     - 1970     GOOD             USLS
 NE0238
 NE0238                          STATION DESCRIPTION
 NE0238
 NE0238'DESCRIBED BY US LAKE SURVEY 1970
 NE0238'AT HARSENS ISLAND.
 NE0238'BEYSTER IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0238'COUNTY, MICHIGAN, ABOUT 0.75 MILE SOUTHWEST OF U.S. COAST
 NE0238'GUARD STATION FROM ENTRANCE OF PRIVATE ROAD LEADING TO OLD CLUB,
 NE0238'PROCEED 0.25 MILE TO A FORK IN ROAD, THEN 241 FEET SOUTHWEST
 NE0238'ALONG LEFT FORK TO BRIDGE OPPOSITE RESIDENCE AT NO. 934, 187
 NE0238'FEET SOUTHEAST OF INTERSECTION OF GRAVEL DRIVE LEADING TO
 NE0238'BRIDGE AND PRIVATE ROAD, 147.6 FEET SOUTHEAST OF A UTILITY POLE
 NE0238'ON NORTHEAST SIDE OF DRIVE, 118.0 FEET NORTHEAST OF A UTILITY
 NE0238'POLE NEAR FORK, 25.2 FEET WEST OF NORTH BRIDGE CORNER, 16.5
 NE0238'FEET NORTHEAST OF A UTILITY POLE, 15.0 FEET WESTERLY OF WEST
 NE0238'CORNER OF BRIDGE OVER CANAL, 1/2-FOOT BELOW THE GROUND SURFACE,
 NE0238'BEING HIGHEST POINT ON TOP OF A 3/4-INCH DIAMETER IRON ROD,
 NE0238'10 FEET LONG.  NOTE-- BM 1956
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3952 ***********************************************************************
 DS3952  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3952  DESIGNATION -  BI03
 DS3952  PID         -  DS3952
 DS3952  STATE/COUNTY-  MI/WAYNE
 DS3952  COUNTRY     -  US
 DS3952  USGS QUAD   -  BELLE ISLE (2017)
 DS3952
 DS3952                         *CURRENT SURVEY CONTROL
 DS3952  ______________________________________________________________________
 DS3952* NAD 83(2011) POSITION- 42 20 24.07427(N) 082 57 41.15275(W)   ADJUSTED
 DS3952* NAD 83(2011) ELLIP HT-   141.514 (meters)        (12/02/25)   ADJUSTED
 DS3952* NAD 83(2011) EPOCH   -  2010.00
 DS3952* NAVD 88 ORTHO HEIGHT -   176.13  (meters)      577.9   (feet) GPS OBS
 DS3952  ______________________________________________________________________
 DS3952  GEOID HEIGHT    -        -34.606 (meters)                     GEOID18
 DS3952  NAD 83(2011) X  -    578,591.013 (meters)                     COMP
 DS3952  NAD 83(2011) Y  - -4,686,164.875 (meters)                     COMP
 DS3952  NAD 83(2011) Z  -  4,273,691.336 (meters)                     COMP
 DS3952  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DS3952
 DS3952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3952  Standards:
 DS3952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3952  -------------------------------------------------------------------
 DS3952  NETWORK    0.48   0.90           0.22   0.16   0.46     -0.02701458
 DS3952  -------------------------------------------------------------------
 DS3952  Click here for local accuracies and other accuracy information.
 DS3952
 DS3952.The horizontal coordinates were established by GPS observations
 DS3952.and adjusted by the National Geodetic Survey in December 2025.
 DS3952
 DS3952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3952.been affixed to the stable North American tectonic plate. See 
 DS3952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3952
 DS3952.The horizontal coordinates are valid at the epoch date displayed above
 DS3952.which is a decimal equivalence of Year/Month/Day.
 DS3952
 DS3952.The orthometric height was determined by GPS observations and a
 DS3952.high-resolution geoid model using precise GPS observation and
 DS3952.processing techniques.
 DS3952
 DS3952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3952.GEOID18 height accuracy estimate available here.
 DS3952
 DS3952.Click photographs - Photos may exist for this station.
 DS3952
 DS3952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3952
 DS3952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3952
 DS3952.The ellipsoidal height was determined by GPS observations
 DS3952.and is referenced to NAD 83.
 DS3952
 DS3952. The following values were computed from the NAD 83(2011) position.
 DS3952
 DS3952;                    North         East     Units Scale Factor Converg.
 DS3952;SPC MI S     -    94,274.140 4,115,792.004   MT  0.99995182   +0 57 22.7
 DS3952;SPC MI S     -   309,298.36 13,503,254.61   iFT  0.99995182   +0 57 22.7
 DS3952;UTM  17      - 4,689,392.582   338,423.584   MT  0.99992122   -1 19 16.9
 DS3952
 DS3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3952!SPC MI S     -   0.99997781  x   0.99995182  =   0.99992963
 DS3952!UTM  17      -   0.99997781  x   0.99992122  =   0.99989903
 DS3952
 DS3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3842389392(NAD 83)
 DS3952
 DS3952                          SUPERSEDED SURVEY CONTROL
 DS3952
 DS3952.No superseded survey control is available for this station.
 DS3952
 DS3952_MARKER: F = FLANGE-ENCASED ROD
 DS3952_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DS3952_MARK LOGO: USACE
 DS3952_PROJECTION: FLUSH
 DS3952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS3952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3952+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DS3952
 DS3952  HISTORY     - Date     Condition        Report By
 DS3952  HISTORY     - 2019     MONUMENTED       USACE
 DS3952  HISTORY     - 20220825 GOOD             USACE
 DS3952
 DS3952                          STATION DESCRIPTION
 DS3952
 DS3952'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2022 (KSJ)
 DS3952'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF WYANDOTTE,
 DS3952'11.1 MI (17.9 KM) EAST OF DEARBORN, 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DS3952'HIGHLAND PARK, 4.4 MI (7.1 KM) EAST OF DETROIT AND 4.1 MI (6.6 KM)
 DS3952'SOUTHWEST OF GROSSE POINTE.
 DS3952'
 DS3952'TO ACCESS LOCATION, OBTAIN ACCESS TO BELLE ISLE ISLAND IN DETROIT, MI
 DS3952'AND PROCEED TO THE EASTERLY PORTION OF THE ISLAND TO THE US COAST
 DS3952'GUARD STATION.
 DS3952'
 DS3952'STATION MARK IS A BERNTSEN 3/4 INCH DIAMETER ALUMINUM DEEP ROD
 DS3952'MONUMENT DRIVEN TO REFUSAL.  ACCESS LID IS LEVEL WITH THE GROUND.  IT
 DS3952'IS 201 FT (61.3 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE USCG
 DS3952'BUILDING, 19 FT (5.8 M) SOUTHWEST OF CORNER OF CHAIN LINK FENCE 51 FT
 DS3952'(15.5 M) SOUTHEAST FROM CENTERLINE OF ROAD 44 FT (13.4 M) NORTH OF
 DS3952'TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1185 ***********************************************************************
 RJ1185  DESIGNATION -  BIDDLE
 RJ1185  PID         -  RJ1185
 RJ1185  STATE/COUNTY-  MI/MACKINAC
 RJ1185  COUNTRY     -  US
 RJ1185  USGS QUAD   -  NAUBINWAY (2017)
 RJ1185
 RJ1185                         *CURRENT SURVEY CONTROL
 RJ1185  ______________________________________________________________________
 RJ1185* NAD 83(1994) POSITION- 46 04 31.15073(N) 085 22 41.14015(W)   ADJUSTED
 RJ1185* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) VERTCON3
 RJ1185  ______________________________________________________________________
 RJ1185  GEOID HEIGHT    -        -34.956 (meters)                     GEOID18
 RJ1185  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 RJ1185  HORZ ORDER      -  FIRST
 RJ1185
 RJ1185.The horizontal coordinates were established by classical geodetic methods
 RJ1185.and adjusted by the National Geodetic Survey in February 1997.
 RJ1185
 RJ1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1185
 RJ1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1185.GEOID18 height accuracy estimate available here.
 RJ1185
 RJ1185.Click photographs - Photos may exist for this station.
 RJ1185
 RJ1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1185
 RJ1185. The following values were computed from the NAD 83(1994) position.
 RJ1185
 RJ1185;                    North         East     Units Scale Factor Converg.
 RJ1185;SPC MI N     -   144,879.899 8,125,447.463   MT  0.99990952   +1 10 20.3
 RJ1185;SPC MI N     -   475,327.75 26,658,292.20   iFT  0.99990952   +1 10 20.3
 RJ1185;UTM  16      - 5,103,694.782   625,416.776   MT  0.99979336   +1 10 06.0
 RJ1185
 RJ1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1185!SPC MI N     -   0.99997743  x   0.99990952  =   0.99988695
 RJ1185!UTM  16      -   0.99997743  x   0.99979336  =   0.99977079
 RJ1185
 RJ1185:                Primary Azimuth Mark                     Grid Az
 RJ1185:SPC MI N     -  BIG KNOB                                 264 25 17.0
 RJ1185:UTM  16      -  BIG KNOB                                 264 25 31.3
 RJ1185
 RJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2541603694(NAD 83)
 RJ1185
 RJ1185|---------------------------------------------------------------------|
 RJ1185| PID    Reference Object                     Distance      Geod. Az  |
 RJ1185|                                                           dddmmss.s |
 RJ1185| QK0795 WHITE SHOAL LH                      APPROX.32.1 KM 1440252.3 |
 RJ1185| CH1703 BIDDLE RM 1                          35.896 METERS 15917     |
 RJ1185| QK0841 LANSING SHOAL LIGHT                 APPROX.23.8 KM 2164715.5 |
 RJ1185| CH1704 BIDDLE RM 2                          23.673 METERS 25750     |
 RJ1185| RJ1215 BIG KNOB                            APPROX.15.8 KM 2653537.3 |
 RJ1185| RJ1186 NAUBINWAY ISLAND LIGHT              APPROX. 5.2 KM 2700840.0 |
 RJ1185|---------------------------------------------------------------------|
 RJ1185
 RJ1185                          SUPERSEDED SURVEY CONTROL
 RJ1185
 RJ1185  NAD 83(1986)-  46 04 31.14507(N)    085 22 41.13785(W) AD(       ) 1
 RJ1185  NAD 27      -  46 04 31.14785(N)    085 22 40.82963(W) AD(       ) 1
 RJ1185  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 RJ1185
 RJ1185.Superseded values are not recommended for survey control.
 RJ1185
 RJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1185.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1185
 RJ1185
 RJ1185  HISTORY     - Date     Condition        Report By
 RJ1185  HISTORY     - 1917     MONUMENTED       USLS
 RJ1185  HISTORY     - 1965     GOOD             CGS
 RJ1185  HISTORY     - 1965     SEE DESCRIPTION  USLS
 RJ1185  HISTORY     - 1973     GOOD             USGS
 RJ1185  HISTORY     - 1975     GOOD             MIDH
 RJ1185
 RJ1185                          STATION DESCRIPTION
 RJ1185
 RJ1185'DESCRIBED BY US LAKE SURVEY 1917
 RJ1185'ABOUT 3 MILES EAST OF NAUBINWAY, ON BIDDLE OR MATTYS POINT, ON NORTH
 RJ1185'SHORE OF LAKE MICHIGAN, 98 FEET NORTH OF WATERS EDGE AT END OF POINT,
 RJ1185'84 FEET SOUTH OF THE SOUTHEAST CORNER OF FRAME HOUSE, 31 FEET SOUTH OF
 RJ1185'BLAZED 12-INCH CEDAR TREE, 40 FEET NORTHEAST OF BLAZED 8-INCH CEDAR
 RJ1185'TREE, AND 66 FEET NORTHWEST OF BLAZED 10-INCH DOUBLE BIRCH TREE.
 RJ1185'MARKED BY BRASS SCREW IN CONCRETE, FLUSH WITH SURFACE OF GROUND, AND
 RJ1185'MARKED U.S. 1917.
 RJ1185
 RJ1185                          STATION RECOVERY (1965)
 RJ1185
 RJ1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1185'THE STATION IS LOCATED ALONG THE NORTH SHORE OF LAKE MICHIGAN, ON
 RJ1185'MATTIX OR BIDDLE POINT, ABOUT 3 MILES EAST OF NAUBINWAY, AND ON
 RJ1185'PROPERTY OWNED BY LAWERENCE INSTITUTE TECH., OF DETROIT MICHIGAN.
 RJ1185'
 RJ1185'TO REACH THE STATION FROM THE POST OFFICE AT THE CAUTION LIGHT IN
 RJ1185'NAUBINWAY, GO SOUTHEAST ON U.S. HIGHWAY 2 FOR 2.7 MILES TO A ROADSIDE
 RJ1185'PARK ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 2 FOR 1.1 MILES TO A
 RJ1185'SIDE ROAD RIGHT AT SIGN LAWERENCE TECH. PT.  FACULTY RECREATION AREA.
 RJ1185'TURN RIGHT AND GO SOUTHWEST ON A TRACK ROAD FOR 1.25 MILES TO 3 CABINS
 RJ1185'ON THE LEFT AT THE END OF THE ROAD.  CONTINUE AHEAD SOUTHWEST THROUGH
 RJ1185'AN OLD FIELD FOR 0.15 MILE TO THE POINT AND THE STATION.
 RJ1185'
 RJ1185'THE STATION MARK IS A BRASS SCREW SET IN THE TOP OF A 12 INCH IN
 RJ1185'DIAMETER CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RJ1185'GROUND, AND IS INSCRIBED US 1917.  THE SCREW IS UPSIDE DOWN AND
 RJ1185'PROJECTS 1/2 INCH ABOVE THE CONCRETE.  IT IS 80 FEET NORTH OF THE
 RJ1185'EXTREME HIGH WATER LINE, 50 FEET SOUTHWEST OF A 14 INCH TWIN TRUNKED
 RJ1185'CEDAR TREE, 30 FEET SOUTH-SOUTHEAST OF A 16 INCH CEDAR TREE, 18 FEET
 RJ1185'NORTHEAST OF AN 8 INCH ASPEN TREE WITH A TRIANGULAR BLAZE ON THE
 RJ1185'NORTHEAST SIDE, 15 FEET SOUTHEAST OF A 10 INCH ASPEN TREE WITH A
 RJ1185'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND 4 FEET SOUTH OF THE SOUTH
 RJ1185'EDGE OF A 4 FOOT DEPRESSION.  THE UNDERGROUND MONUMENT WAS NOT
 RJ1185'INSPECTED AT THIS TIME.
 RJ1185'
 RJ1185'REFERENCE MARK NO. 1, A STANDARD U.S. CORPS OF ENGINEERS REFERENCE
 RJ1185'MARK DISK STAMPED BIDDLE NO 1 1917 117.71 (FEET), CEMENTED IN A
 RJ1185'DRILLED HOLE IN THE TOP OF A 9 BY 12 FOOT BOULDER WHICH PROJECTS 5
 RJ1185'FEET.  IT IS 27 FEET NORTH OF A LARGE BOULDER WHICH PROJECTS 5 FEET,
 RJ1185'WHICH IS AT THE WATERS EDGE NOW.
 RJ1185'
 RJ1185'REFERENCE MARK NO. 2, A STANDARD CORPS OF ENGINEERS REFERENCE MARK
 RJ1185'DISK STAMPED BIDDLE NO 2 1917 77.71 (FEET), CEMENTED IN A DRILLED HOLE
 RJ1185'IN THE NORTH END OF A 24 BY 36 INCH LIMESTONE BOULDER WHICH PROJECTS
 RJ1185'14 INCHES.  IT IS 86 FEET NORTH OF THE EXTREME HIGH WATER LINE, 64
 RJ1185'FEET SOUTHWEST OF THE 10 INCH ASPEN TREE WITH THE TRIANGULAR BLAZE, 26
 RJ1185'FEET EAST OF AN 8 INCH CEDAR TREE, 20 FEET NORTH OF A 12 INCH BIRCH
 RJ1185'TREE, AND 13 FEET NORTHWEST OF AN 8 INCH CEDAR TREE.
 RJ1185'
 RJ1185'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1185'TIME.
 RJ1185'
 RJ1185'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RJ1185
 RJ1185                          STATION RECOVERY (1965)
 RJ1185
 RJ1185'RECOVERY NOTE BY US LAKE SURVEY 1965 (HTA)
 RJ1185'FROM THE INTERSECTION OF US 2 AND THE CROSSROAD AT NAUBINWAY, GO EAST
 RJ1185'ON US 2, 4.0 MILES TO A DIRT ROAD TO RIGHT, FOLLOW ROAD 1.4 MILES TO
 RJ1185'FRAME DWELLING, CONTINUE SOUTHWEST ON FOOT ABOUT 500 FEET TO STATION,
 RJ1185'APPROXIMATELY 120 FEET FROM WATERS EDGE NEAR SOUTHERLY END OF BIDDLE
 RJ1185'POINT.
 RJ1185'
 RJ1185'CENTER MARK IS UP-TURNED END OF A 1/4 INCH BRASS WOOD SCREW SET IN A
 RJ1185'11 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE
 RJ1185'MARKED U S 1917.
 RJ1185'
 RJ1185'NAIL IN BLAZE 20-INCH CEDAR 30.78 FEET N 13 DEG 16 MIN W.
 RJ1185'
 RJ1185'NAIL IN BLAZE 8-INCH CEDAR 35.38 FEET S 60 DEG 11 MIN E.
 RJ1185'
 RJ1185'NAIL IN BLAZE 9-INCH BALSAM 72.40 FEET N 62 DEG E.
 RJ1185'
 RJ1185'REFERENCE NO. 1 IS A BRONZE DISK SET IN THE HIGHEST POINT ON A 9 BY 12
 RJ1185'BY 4 FOOT LIMESTONE BOULDER AT THE WATERS EDGE WHICH IS 21 FEET
 RJ1185'NORTHEAST FROM A SIMILAR BOULDER IS 117.71 FEET S 18 DEG 55 MIN E OF
 RJ1185'THE STATION.
 RJ1185'
 RJ1185'REFERENCE NO. 2 A BRONZE DISK SET IN A 2 BY 4 FOOT LIMESTONE BOULDER
 RJ1185'WITH SLOPING TOP IS 77.71 FEET S 79 DEG 41 MIN W OF THE STATION.
 RJ1185'
 RJ1185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF
 RJ1185'NAUBINWAY.
 RJ1185
 RJ1185                          STATION RECOVERY (1973)
 RJ1185
 RJ1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1185'QUOTE PRIMARY REFERENCE - LOCATED 3 MI. E OF NAUBINWAY.  ALL SURFACE
 RJ1185'MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND DISTANCES
 RJ1185'MEASURED O.K.  ORIGINAL DESCRIPTION ADEQUATE.
 RJ1185
 RJ1185                          STATION RECOVERY (1975)
 RJ1185
 RJ1185'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (CK)
 RJ1185'STATION RECOVERED AS DESCRIBED, BUT WAS INACCESSABLE FOR OUR USE.
 RJ1185'
 RJ1185'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF NAUBINWAY ON
 RJ1185'MATTIX OR BIDDLE POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0579 ***********************************************************************
 RK0579  DESIGNATION -  BIG BAY POINT LIGHT
 RK0579  PID         -  RK0579
 RK0579  STATE/COUNTY-  MI/MARQUETTE
 RK0579  COUNTRY     -  US
 RK0579  USGS QUAD   -  BIG BAY (2017)
 RK0579
 RK0579                         *CURRENT SURVEY CONTROL
 RK0579  ______________________________________________________________________
 RK0579* NAD 83(1994) POSITION- 46 50 29.16924(N) 087 40 49.16245(W)   ADJUSTED
 RK0579  ______________________________________________________________________
 RK0579  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 RK0579  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 RK0579  HORZ ORDER      -  THIRD
 RK0579
 RK0579.The horizontal coordinates were established by classical geodetic methods
 RK0579.and adjusted by the National Geodetic Survey in February 1997.
 RK0579
 RK0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0579.GEOID18 height accuracy estimate available here.
 RK0579
 RK0579.Click photographs - Photos may exist for this station.
 RK0579
 RK0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0579
 RK0579. The following values were computed from the NAD 83(1994) position.
 RK0579
 RK0579;                    North         East     Units Scale Factor Converg.
 RK0579;SPC MI N     -   228,973.615 7,948,107.718   MT  0.99994995   -0 29 30.2
 RK0579;SPC MI N     -   751,225.77 26,076,468.89   iFT  0.99994995   -0 29 30.2
 RK0579;UTM  16      - 5,187,768.365   448,125.318   MT  0.99963307   -0 29 46.6
 RK0579
 RK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4812587768(NAD 83)
 RK0579
 RK0579                          SUPERSEDED SURVEY CONTROL
 RK0579
 RK0579  NAD 83(1986)-  46 50 29.16074(N)    087 40 49.15761(W) AD(       ) 3
 RK0579  NAD 27      -  46 50 29.44500(N)    087 40 48.68300(W) AD(       ) 3
 RK0579
 RK0579.Superseded values are not recommended for survey control.
 RK0579
 RK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0579.See file dsdata.pdf to determine how the superseded data were derived.
 RK0579
 RK0579_MARKER: 13 = LIGHTHOUSE
 RK0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0579+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 RK0579
 RK0579  HISTORY     - Date     Condition        Report By
 RK0579  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0579  HISTORY     - 20010331 GOOD             NGS
 RK0579  HISTORY     - 20030615 GOOD             GEOCAC
 RK0579  HISTORY     - 20061007 GOOD             GEOCAC
 RK0579  HISTORY     - 20250530 GOOD             MIDT
 RK0579
 RK0579                          STATION DESCRIPTION
 RK0579
 RK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0579'THE STATION IS THE FLASHING LIGHT ATOP THE BRICK DWELLING ON BIG BAY
 RK0579'POINT.  IT IS IN SECTION 1, T. 51 N., R. 27 W., APPROXIMATELY 3
 RK0579'MILES NORTHEAST OF THE VILLAGE OF BIG BAY, 1-3/4 MILES NORTH OF THE
 RK0579'NORTHEASTERN POINT OF LAKE INDEPENDENCE AND ABOUT 135 FEET
 RK0579'WEST OF TRIANGULATION STATION BAY POINT.
 RK0579
 RK0579                          STATION RECOVERY (2001)
 RK0579
 RK0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0579
 RK0579                          STATION RECOVERY (2003)
 RK0579
 RK0579'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RK0579'RECOVERED IN GOOD CONDITION.
 RK0579
 RK0579                          STATION RECOVERY (2006)
 RK0579
 RK0579'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0579'RECOVERED IN GOOD CONDITION.
 RK0579
 RK0579                          STATION RECOVERY (2025)
 RK0579
 RK0579'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1215 ***********************************************************************
 RJ1215  DESIGNATION -  BIG KNOB
 RJ1215  PID         -  RJ1215
 RJ1215  STATE/COUNTY-  MI/MACKINAC
 RJ1215  COUNTRY     -  US
 RJ1215  USGS QUAD   -  ENGADINE (2017)
 RJ1215
 RJ1215                         *CURRENT SURVEY CONTROL
 RJ1215  ______________________________________________________________________
 RJ1215* NAD 83(1994) POSITION- 46 03 51.28266(N) 085 34 52.29261(W)   ADJUSTED
 RJ1215* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) VERTCON3
 RJ1215  ______________________________________________________________________
 RJ1215  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 RJ1215  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 RJ1215  HORZ ORDER      -  SECOND
 RJ1215
 RJ1215.The horizontal coordinates were established by classical geodetic methods
 RJ1215.and adjusted by the National Geodetic Survey in February 1997.
 RJ1215
 RJ1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1215
 RJ1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1215.GEOID18 height accuracy estimate available here.
 RJ1215
 RJ1215.Click photographs - Photos may exist for this station.
 RJ1215
 RJ1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1215
 RJ1215. The following values were computed from the NAD 83(1994) position.
 RJ1215
 RJ1215;                    North         East     Units Scale Factor Converg.
 RJ1215;SPC MI N     -   143,347.963 8,109,762.534   MT  0.99991024   +1 01 31.8
 RJ1215;SPC MI N     -   470,301.72 26,606,832.46   iFT  0.99991024   +1 01 31.8
 RJ1215;UTM  16      - 5,102,164.110   609,733.936   MT  0.99974803   +1 01 18.5
 RJ1215
 RJ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1215!SPC MI N     -   0.99997115  x   0.99991024  =   0.99988139
 RJ1215!UTM  16      -   0.99997115  x   0.99974803  =   0.99971918
 RJ1215
 RJ1215:                Primary Azimuth Mark                     Grid Az
 RJ1215:SPC MI N     -  BIG KNOB AZ MK                           317 50 00.0
 RJ1215:UTM  16      -  BIG KNOB AZ MK                           317 50 13.3
 RJ1215
 RJ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0973302164(NAD 83)
 RJ1215
 RJ1215|---------------------------------------------------------------------|
 RJ1215| PID    Reference Object                     Distance      Geod. Az  |
 RJ1215|                                                           dddmmss.s |
 RJ1215| QK0841 LANSING SHOAL LIGHT                 APPROX.17.9 KM 1751048.3 |
 RJ1215| CH1706 BIG KNOB RM 1                         5.722 METERS 20415     |
 RJ1215| CH1705 BIG KNOB AZ MK                                     3185131.8 |
 RJ1215| CH1707 BIG KNOB RM 2                         6.150 METERS 32305     |
 RJ1215|---------------------------------------------------------------------|
 RJ1215
 RJ1215                          SUPERSEDED SURVEY CONTROL
 RJ1215
 RJ1215  NAD 83(1986)-  46 03 51.27716(N)    085 34 52.29071(W) AD(       ) 2
 RJ1215  NAD 27      -  46 03 51.30917(N)    085 34 51.93794(W) AD(       ) 2
 RJ1215  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 RJ1215
 RJ1215.Superseded values are not recommended for survey control.
 RJ1215
 RJ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1215.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1215
 RJ1215_MARKER: DS = TRIANGULATION STATION DISK
 RJ1215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RJ1215_STAMPING: BIG KNOB 1965
 RJ1215_MARK LOGO: CGS
 RJ1215_PROJECTION: FLUSH
 RJ1215_MAGNETIC: P = MARKER IS A STEEL PIPE
 RJ1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1215
 RJ1215  HISTORY     - Date     Condition        Report By
 RJ1215  HISTORY     - 1965     MONUMENTED       CGS
 RJ1215  HISTORY     - 19950817 GOOD             USPSQD
 RJ1215  HISTORY     - 20070507 POOR             GEOCAC
 RJ1215
 RJ1215                          STATION DESCRIPTION
 RJ1215
 RJ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1215'STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF NAUBINWAY, 6 MILES
 RJ1215'SOUTHEAST OF GOULD CITY, 4 MILES SOUTH OF ENGADINE, 1 MILE WEST OF THE
 RJ1215'LAKE MICHIGAN SHORELINE, ON THE HIGHEST POINT OF A HIGH TIMBER COVERED
 RJ1215'HILL AND ON STATE PROPERTY.
 RJ1215'
 RJ1215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND U.S.
 RJ1215'HIGHWAY 2, 1 MILE SOUTH OF ENGADINE, GO WEST ON U.S. HIGHWAY 2 FOR
 RJ1215'1.55 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHERLY ON BIT KNOB
 RJ1215'ROAD FOR 3.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RJ1215'SOUTHERLY ON BIG KNOB ROAD FOR 0.3 MILE TO A PARKING AREA AND A FOOT
 RJ1215'TRAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 RJ1215'EASTERLY UPHILL ON THE FOOT TRAIL TO THE HIGHEST POINT AND STATION.
 RJ1215'(NOTE-A 5 MINUTE PACK)
 RJ1215'
 RJ1215'THE STATION MARKS ARE STANDARD DISKS STAMPED BIG KNOB 1965.  THE
 RJ1215'SURFACE DISK IS BRAZED TO A 2 INCH CAST IRON PIPE FLUSH WITH THE
 RJ1215'GROUND SURFACE.  IT IS 20 FEET SOUTH OF A 5 INCH ASPEN TREE, 17 FEET
 RJ1215'SOUTH-SOUTHWEST OF A 4 INCH ASPEN TREE AND 3.5 FEET WEST OF A 4 INCH
 RJ1215'ASPEN TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 RJ1215'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 RJ1215'
 RJ1215'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIG KNOB NO 1 1965, IS
 RJ1215'BRAZED TO A 2 INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES.  IT IS 25
 RJ1215'FEET SOUTH OF THE CENTER OF A FOOT TRAIL AND 20 FEET SOUTH-SOUTHWEST
 RJ1215'OF THE 4 INCH ASPEN TREE.
 RJ1215'
 RJ1215'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIG KNOB NO 2 1965, IS
 RJ1215'BRAZED TO A 2 INCH CAST IRON PIPE WHICH PROJECTS 1 INCH.  IT IS 9 FEET
 RJ1215'NORTH OF THE CENTER OF THE FOOT TRAIL AND 2.5 FEET SOUTHWEST OF THE 5
 RJ1215'INCH ASPEN TREE.
 RJ1215'
 RJ1215'AZIMUTH MARK, A STANDARD DISK STAMPED BIG KNOB 1965, IS SET IN A ROUND
 RJ1215'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 28 FEET NORTH OF A
 RJ1215'20 INCH PINE TREE, 20 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 2
 RJ1215'FEET SOUTH OF A METAL WITNESS POST.
 RJ1215'
 RJ1215'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RJ1215
 RJ1215                          STATION RECOVERY (1995)
 RJ1215
 RJ1215'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1215'RECOVERED IN GOOD CONDITION.
 RJ1215
 RJ1215                          STATION RECOVERY (2007)
 RJ1215
 RJ1215'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 RJ1215'MARK DAMAGED BUT STABLE.  RMS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0285 ***********************************************************************
 OK0285  DESIGNATION -  BIG RAPIDS
 OK0285  PID         -  OK0285
 OK0285  STATE/COUNTY-  MI/MECOSTA
 OK0285  COUNTRY     -  US
 OK0285  USGS QUAD   -  BIG RAPIDS (2017)
 OK0285
 OK0285                         *CURRENT SURVEY CONTROL
 OK0285  ______________________________________________________________________
 OK0285* NAD 83(1986) POSITION- 43 41 54.35   (N) 085 28 48.37   (W)   HD_HELD1
 OK0285* NAVD 88 ORTHO HEIGHT -   285.582 (meters)      936.95  (feet) ADJUSTED
 OK0285  ______________________________________________________________________
 OK0285  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 OK0285  DYNAMIC HEIGHT  -        285.530 (meters)      936.78  (feet) COMP
 OK0285  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 OK0285
 OK0285  VERT ORDER      -  FIRST     CLASS II
 OK0285
 OK0285.The horizontal coordinates were determined by differentially corrected
 OK0285.hand held GPS observations or other comparable positioning techniques
 OK0285.and have an estimated accuracy of +/- 3 meters.
 OK0285
 OK0285.The orthometric height was determined by differential leveling and
 OK0285.adjusted by the NATIONAL GEODETIC SURVEY
 OK0285.in June 1991.
 OK0285
 OK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0285.GEOID18 height accuracy estimate available here.
 OK0285
 OK0285.Click photographs - Photos may exist for this station.
 OK0285
 OK0285.The dynamic height is computed by dividing the NAVD 88
 OK0285.geopotential number by the normal gravity value computed on the
 OK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0285.degrees latitude (g = 980.6199 gals.).
 OK0285
 OK0285.The modeled gravity was interpolated from observed gravity values.
 OK0285
 OK0285;                    North         East    Units  Estimated Accuracy
 OK0285;SPC MI S     -   244,801.2   3,910,246.4     MT  (+/- 3 meters HH1 GPS) 
 OK0285
 OK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2247239501(NAD 83)
 OK0285
 OK0285                          SUPERSEDED SURVEY CONTROL
 OK0285
 OK0285  NGVD 29 (??/??/92)  285.688  (m)          937.29   (f) ADJ UNCH    2 0
 OK0285
 OK0285.Superseded values are not recommended for survey control.
 OK0285
 OK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0285.See file dsdata.pdf to determine how the superseded data were derived.
 OK0285
 OK0285_MARKER: DB = BENCH MARK DISK
 OK0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0285_SP_SET: WATER TABLE
 OK0285_STAMPING: BIG RAPIDS 1934 937.295
 OK0285_MARK LOGO: CGS
 OK0285_PROJECTION: FLUSH
 OK0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0285+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 OK0285
 OK0285  HISTORY     - Date     Condition        Report By
 OK0285  HISTORY     - 1934     MONUMENTED       CGS
 OK0285  HISTORY     - 1940     GOOD             CGS
 OK0285  HISTORY     - 19921111 GOOD             NGS
 OK0285  HISTORY     - 20010626 GOOD             USPSQD
 OK0285  HISTORY     - 20080506 GOOD             COLEM
 OK0285  HISTORY     - 20150930 GOOD             FERSU
 OK0285
 OK0285                          STATION DESCRIPTION
 OK0285
 OK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OK0285'AT BIG RAPIDS.
 OK0285'AT BIG RAPIDS, AT THE NORTHEAST CORNER OF MAPLE STREET AND NORTH
 OK0285'WARREN AVENUE, IN THE FACE OF THE WATER TABLE OF THE POST OFFICE,
 OK0285'13 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 3-1/2
 OK0285'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 937.095 BIG RAPIDS
 OK0285'1934 AND SET VERTICALLY.
 OK0285
 OK0285                          STATION RECOVERY (1992)
 OK0285
 OK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0285'IN BIG RAPIDS, AT THE INTERSECTION OF SOUTH WARREN AVENUE AND MAPLE
 OK0285'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE, 24.0 M
 OK0285'(78.7 FT) EAST OF THE AVENUE CENTER, 18.5 M (60.7 FT) NORTH OF THE
 OK0285'STREET CENTER, 4.8 M (15.7 FT) NORTHEAST OF A FLAG POLE, 4.1 M (13.5
 OK0285'FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 1.1 M (3.6 FT)
 OK0285'ABOVE THE GROUND SURFACE.
 OK0285
 OK0285                          STATION RECOVERY (2001)
 OK0285
 OK0285'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0285'RECOVERED IN GOOD CONDITION.
 OK0285
 OK0285                          STATION RECOVERY (2008)
 OK0285
 OK0285'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OK0285'RECOVERED AS DESCRIBED.
 OK0285
 OK0285                          STATION RECOVERY (2015)
 OK0285
 OK0285'RECOVERY NOTE BY FERRIS STATE UNI 2015 (MW)
 OK0285'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG6509 ***********************************************************************
 DG6509  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6509  DESIGNATION -  BIG RAPIDS CORS ARP
 DG6509  CORS_ID     -  BIGR
 DG6509  PID         -  DG6509
 DG6509  STATE/COUNTY-  MI/MECOSTA
 DG6509  COUNTRY     -  US
 DG6509  USGS QUAD   -  BIG RAPIDS (2017)
 DG6509
 DG6509                         *CURRENT SURVEY CONTROL
 DG6509  ______________________________________________________________________
 DG6509* NAD 83(2011) POSITION- 43 40 44.90528(N) 085 29 15.81539(W)   ADJUSTED
 DG6509* NAD 83(2011) ELLIP HT-   285.556 (meters)        (04/??/25)   ADJUSTED
 DG6509* NAD 83(2011) EPOCH   -  2010.00
 DG6509* NAVD 88 ORTHO HEIGHT -   318.468 (meters)     1044.84  (feet) ADJUSTED
 DG6509  ______________________________________________________________________
 DG6509  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 DG6509  NAD 83(2011) X  -    363,497.193 (meters)                     COMP
 DG6509  NAD 83(2011) Y  - -4,606,054.973 (meters)                     COMP
 DG6509  NAD 83(2011) Z  -  4,382,574.842 (meters)                     COMP
 DG6509  VERT ORDER      -  FIRST     CLASS II
 DG6509
 DG6509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6509  Standards:
 DG6509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6509  -------------------------------------------------------------------
 DG6509  NETWORK    0.18   0.30           0.08   0.06   0.15     -0.26002900
 DG6509  -------------------------------------------------------------------
 DG6509
 DG6509.The coordinates were established by GPS observations
 DG6509.and adjusted by the National Geodetic Survey in April 2025.
 DG6509
 DG6509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6509.been affixed to the stable North American Tectonic Plate. 
 DG6509
 DG6509.The coordinates are valid at the epoch date displayed above
 DG6509.which is a decimal equivalence of Year/Month/Day.
 DG6509
 DG6509.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG6509.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG6509.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG6509.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG6509.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG6509.published epoch of 2010.00.
 DG6509
 DG6509.Additional information on MYCS is available at:
 DG6509.https://geodesy.noaa.gov/CORS/index.shtml
 DG6509
 DG6509.The orthometric height was determined by differential leveling and
 DG6509.adjusted by the NATIONAL GEODETIC SURVEY
 DG6509.in October 2009.
 DG6509
 DG6509.No vertical observational check was made to the station.
 DG6509
 DG6509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6509.GEOID18 height accuracy estimate available here.
 DG6509
 DG6509.The PID for the CORS L1 Phase Center is DR6162.
 DG6509
 DG6509.Click photographs - Photos may exist for this station.
 DG6509
 DG6509.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6509
 DG6509.The ellipsoidal height was determined by GPS observations
 DG6509.and is referenced to NAD 83.
 DG6509
 DG6509. The following values were computed from the NAD 83(2011) position.
 DG6509
 DG6509;                    North         East     Units Scale Factor Converg.
 DG6509;SPC MI S     -   242,666.245 3,909,603.312   MT  1.00000300   -0 45 46.5
 DG6509;SPC MI S     -   796,149.10 12,826,782.52   iFT  1.00000300   -0 45 46.5
 DG6509;UTM  16      - 4,837,347.795   621,897.348   MT  0.99978277   +1 02 40.3
 DG6509
 DG6509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6509!SPC MI S     -   0.99995522  x   1.00000300  =   0.99995822
 DG6509!UTM  16      -   0.99995522  x   0.99978277  =   0.99973800
 DG6509
 DG6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2189737347(NAD 83)
 DG6509
 DG6509                          SUPERSEDED SURVEY CONTROL
 DG6509
 DG6509  NAD 83(2011)-  43 40 44.90541(N)    085 29 15.81541(W) AD(2010.00) c
 DG6509  ELLIP H (05/??/21)  285.549  (m)                       GP(2010.00) c c
 DG6509  NAD 83(2011)-  43 40 44.90547(N)    085 29 15.81518(W) AD(2010.00) c
 DG6509  ELLIP H (07/??/20)  285.548  (m)                       GP(2010.00) c c
 DG6509  NAD 83(2011)-  43 40 44.90547(N)    085 29 15.81537(W) AD(2010.00) c
 DG6509  ELLIP H (06/??/19)  285.561  (m)                       GP(2010.00) c c
 DG6509  NAD 83(2011)-  43 40 44.90540(N)    085 29 15.81513(W) AD(2010.00) c
 DG6509  ELLIP H (08/??/11)  285.550  (m)                       GP(2010.00) c c
 DG6509  NAD 83(CORS)-  43 40 44.90563(N)    085 29 15.81582(W) AD(2002.00) c
 DG6509  ELLIP H (08/??/04)  285.562  (m)                       GP(2002.00) c c
 DG6509  NAVD 88             318.47   (m)         1044.8    (f) LEVELING    3  
 DG6509
 DG6509.Superseded values are not recommended for survey control.
 DG6509
 DG6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6509.See file dsdata.pdf to determine how the superseded data were derived.
 DG6509
 DG6509_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6509
 DG6509                          STATION DESCRIPTION
 DG6509
 DG6509'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG6509'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG6509'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG6509'AND LOG FILES ACCESSIBLE AT:
 DG6509'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0580 ***********************************************************************
 PM0580  DESIGNATION -  BIG SABLE LIGHTHOUSE
 PM0580  PID         -  PM0580
 PM0580  STATE/COUNTY-  MI/MASON
 PM0580  COUNTRY     -  US
 PM0580  USGS QUAD   -  HAMLIN LAKE OE W (2017)
 PM0580
 PM0580                         *CURRENT SURVEY CONTROL
 PM0580  ______________________________________________________________________
 PM0580* NAD 83(1994) POSITION- 44 03 27.85211(N) 086 30 52.06810(W)   ADJUSTED
 PM0580  ______________________________________________________________________
 PM0580  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 PM0580  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 PM0580  HORZ ORDER      -  THIRD
 PM0580
 PM0580.The horizontal coordinates were established by classical geodetic methods
 PM0580.and adjusted by the National Geodetic Survey in February 1997.
 PM0580
 PM0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0580.GEOID18 height accuracy estimate available here.
 PM0580
 PM0580.Click photographs - Photos may exist for this station.
 PM0580
 PM0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0580
 PM0580. The following values were computed from the NAD 83(1994) position.
 PM0580
 PM0580;                    North         East     Units Scale Factor Converg.
 PM0580;SPC MI C     -    84,628.957 5,827,915.297   MT  1.00003115   -1 31 02.0
 PM0580;SPC MI C     -   277,654.06 19,120,457.01   iFT  1.00003115   -1 31 02.0
 PM0580;UTM  16      - 4,878,400.147   538,889.715   MT  0.99961860   +0 20 15.5
 PM0580
 PM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP3888978400(NAD 83)
 PM0580
 PM0580                          SUPERSEDED SURVEY CONTROL
 PM0580
 PM0580  NAD 83(1986)-  44 03 27.85618(N)    086 30 52.07294(W) AD(       ) 3
 PM0580  NAD 27      -  44 03 27.84447(N)    086 30 51.75814(W) AD(       ) 3
 PM0580
 PM0580.Superseded values are not recommended for survey control.
 PM0580
 PM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0580.See file dsdata.pdf to determine how the superseded data were derived.
 PM0580
 PM0580_MARKER: 13 = LIGHTHOUSE
 PM0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0580+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 PM0580
 PM0580  HISTORY     - Date     Condition        Report By
 PM0580  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0580  HISTORY     - 19950708 GOOD             USPSQD
 PM0580  HISTORY     - 19970807 GOOD             USPSQD
 PM0580  HISTORY     - 20011013 GOOD             USPSQD
 PM0580  HISTORY     - 20051014 GOOD             USPSQD
 PM0580
 PM0580                          STATION DESCRIPTION
 PM0580
 PM0580'DESCRIBED BY US POWER SQUADRON 1995
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (1997)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 1997
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (2001)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (2005)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0580'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0790 ***********************************************************************
 QK0790  DESIGNATION -  BIG STONE USLS 1918
 QK0790  PID         -  QK0790
 QK0790  STATE/COUNTY-  MI/EMMET
 QK0790  COUNTRY     -  US
 QK0790  USGS QUAD   -  BIG STONE BAY (2017)
 QK0790
 QK0790                         *CURRENT SURVEY CONTROL
 QK0790  ______________________________________________________________________
 QK0790* NAD 83(1994) POSITION- 45 45 23.73852(N) 084 52 57.33493(W)   ADJUSTED
 QK0790* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0790  ______________________________________________________________________
 QK0790  GEOID HEIGHT    -        -35.268 (meters)                     GEOID18
 QK0790  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 QK0790  HORZ ORDER      -  FIRST
 QK0790
 QK0790.The horizontal coordinates were established by classical geodetic methods
 QK0790.and adjusted by the National Geodetic Survey in February 1997.
 QK0790
 QK0790.The orthometric height was scaled from a topographic map.
 QK0790
 QK0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0790.GEOID18 height accuracy estimate available here.
 QK0790
 QK0790.Click photographs - Photos may exist for this station.
 QK0790
 QK0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0790
 QK0790. The following values were computed from the NAD 83(1994) position.
 QK0790
 QK0790;                    North         East     Units Scale Factor Converg.
 QK0790;SPC MI C     -   271,262.447 5,959,859.486   MT  1.00001358   -0 21 52.0
 QK0790;SPC MI C     -   889,968.66 19,553,344.77   iFT  1.00001358   -0 21 52.0
 QK0790;UTM  16      - 5,069,184.292   664,672.222   MT  0.99993339   +1 31 02.0
 QK0790
 QK0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0790!SPC MI C     -   0.99997763  x   1.00001358  =   0.99999121
 QK0790!UTM  16      -   0.99997763  x   0.99993339  =   0.99991102
 QK0790
 QK0790:                Primary Azimuth Mark                     Grid Az
 QK0790:SPC MI C     -  ST HELENA LH                             008 01 30.0
 QK0790:UTM  16      -  ST HELENA LH                             006 08 36.0
 QK0790
 QK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6467269184(NAD 83)
 QK0790
 QK0790|---------------------------------------------------------------------|
 QK0790| PID    Reference Object                     Distance      Geod. Az  |
 QK0790|                                                           dddmmss.s |
 QK0790| QK0782 ST HELENA LH                        APPROX.11.0 KM 0073938.0 |
 QK0790|---------------------------------------------------------------------|
 QK0790
 QK0790                          SUPERSEDED SURVEY CONTROL
 QK0790
 QK0790  NAD 83(1986)-  45 45 23.73217(N)    084 52 57.33449(W) AD(       ) 1
 QK0790  NAD 27      -  45 45 23.69800(N)    084 52 57.12600(W) AD(       ) 1
 QK0790
 QK0790.Superseded values are not recommended for survey control.
 QK0790
 QK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0790.See file dsdata.pdf to determine how the superseded data were derived.
 QK0790
 QK0790_MARKER: Z = SEE DESCRIPTION
 QK0790_SETTING: 0 = UNSPECIFIED SETTING
 QK0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0790
 QK0790  HISTORY     - Date     Condition        Report By
 QK0790  HISTORY     - 1918     MONUMENTED       USLS
 QK0790  HISTORY     - 1952     GOOD             USLS
 QK0790  HISTORY     - 1956     GOOD             CGS
 QK0790
 QK0790                          STATION DESCRIPTION
 QK0790
 QK0790'DESCRIBED BY US LAKE SURVEY 1918
 QK0790'ON SOUTH SHORE OF STRAITS OF MACKINAC, ON END OF POINT EAST OF BIG
 QK0790'STONE BAY, ON FLAT STONY BEACH, 55 FEET FROM WATERS EDGE, 25 FEET FROM
 QK0790'BRUSH LINE, 33.7 FEET NORTHWEST OF BLAZED 14-INCH CEDAR TREE, AND
 QK0790'193.7 FEET S 89 DEG 46 MIN W. OF DRILL HOLE IN ONLY LARGE BOULDER ON
 QK0790'BEACH.  MARKED BY BRASS BOLT IN MASS OF CONCRETE, FLUSH WITH SURFACE
 QK0790'OF GROUND, AND MARKED U.S. 18.
 QK0790
 QK0790                          STATION RECOVERY (1952)
 QK0790
 QK0790'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0790'STATION RECOVERED IN GOOD CONDITION.  LOCATED IN WILDERNESS STATE
 QK0790'PARK, ON THE N SIDE OF A CLEARED TELEPHONE LINE RIGHT-OF-WAY, 20 FT. S
 QK0790'OF THE BUSH LINE ALONG THE BEACH, AND 51.9 FT. W OF A UTILITY POLE AT
 QK0790'AN ANGLE IN A TELEPHONE LINE.  RUINS OF A 4-FT. TRIPOD STAND OVER THE
 QK0790'STATION MARK.  MARKED BY A 3/16-IN. BRASS PLUG, IN THE TOP OF A 6-BY
 QK0790'4-IN. CONCRETE POST MARKED US 18 AND PROJECTING 3 IN. ABOVE GROUND
 QK0790'SURFACE.
 QK0790'
 QK0790'REFERENCE MARK IS A 1/2-IN. DRILL HOLE, IN A 6- BY 8- BY 5-FT. GRAY
 QK0790'BOULDER (LARGEST IN THAT VICINITY) BEARS S 89 DEG 45 MIN W, 193.8 FT.
 QK0790'FROM THE STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 11-IN. CEDAR TREE BEARS S 10 DEG W, 35.5 FT. FROM
 QK0790'THE STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 12-IN. BIRCH TREE BEARS S 62 DEG E, 44.6 FT. FROM
 QK0790'THE STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 14-IN. CEDAR TREE BEARS S 29 DEG E, 34.3 FT. FROM
 QK0790'THE STATION.
 QK0790'
 QK0790'TO REACH FROM WILDERNESS PARK ROAD AT THE JUNCTION WITH A N-S ROAD
 QK0790'JUST W OF CARP LAKE RIVER, PROCEED W FOR 2.85 MI. TO ABOUT THE CENTER
 QK0790'OF A SHORT E-W STRETCH OF THE ROAD.  TURN N AND GO ABOUT 400 FT.
 QK0790'THROUGH THE TREES TO THE STATION.
 QK0790
 QK0790                          STATION RECOVERY (1956)
 QK0790
 QK0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0790'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 QK0790'REFERENCE POINTS DESCRIBED WERE ALL RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0435 ***********************************************************************
 PL0435  DESIGNATION -  BIGELOW
 PL0435  PID         -  PL0435
 PL0435  STATE/COUNTY-  MI/MONTMORENCY
 PL0435  COUNTRY     -  US
 PL0435  USGS QUAD   -  LEWISTON (2017)
 PL0435
 PL0435                         *CURRENT SURVEY CONTROL
 PL0435  ______________________________________________________________________
 PL0435* NAD 83(1994) POSITION- 44 59 57.42842(N) 084 17 53.57328(W)   ADJUSTED
 PL0435* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 PL0435  ______________________________________________________________________
 PL0435  GEOID HEIGHT    -        -35.526 (meters)                     GEOID18
 PL0435  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 PL0435  HORZ ORDER      -  FIRST
 PL0435
 PL0435.The horizontal coordinates were established by classical geodetic methods
 PL0435.and adjusted by the National Geodetic Survey in February 1997.
 PL0435
 PL0435.The orthometric height was scaled from a topographic map.
 PL0435
 PL0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0435.GEOID18 height accuracy estimate available here.
 PL0435
 PL0435.Click photographs - Photos may exist for this station.
 PL0435
 PL0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0435
 PL0435. The following values were computed from the NAD 83(1994) position.
 PL0435
 PL0435;                    North         East     Units Scale Factor Converg.
 PL0435;SPC MI C     -   186,974.754 6,005,396.811   MT  0.99991318   +0 02 54.1
 PL0435;SPC MI C     -   613,434.23 19,702,745.44   iFT  0.99991318   +0 02 54.1
 PL0435;UTM  16      - 4,986,422.505   712,944.755   MT  1.00015761   +1 54 40.1
 PL0435
 PL0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0435!SPC MI C     -   0.99993661  x   0.99991318  =   0.99984979
 PL0435!UTM  16      -   0.99993661  x   1.00015761  =   1.00009421
 PL0435
 PL0435:                Primary Azimuth Mark                     Grid Az
 PL0435:SPC MI C     -  JOHANNES                                 286 11 07.3
 PL0435:UTM  16      -  JOHANNES                                 284 19 21.3
 PL0435
 PL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1294486422(NAD 83)
 PL0435
 PL0435|---------------------------------------------------------------------|
 PL0435| PID    Reference Object                     Distance      Geod. Az  |
 PL0435|                                                           dddmmss.s |
 PL0435| CH1708 BIGELOW RM 1                         20.803 METERS 01215     |
 PL0435| PL0436 WEST ATLANTA FIRE LOT                10.302 METERS 06229     |
 PL0435| CH1709 BIGELOW RM 2                         35.540 METERS 09334     |
 PL0435| CH1710 BIGELOW RM 3                         89.937 METERS 10853     |
 PL0435| QK0624 JOHANNES                            APPROX. 9.4 KM 2861401.4 |
 PL0435|---------------------------------------------------------------------|
 PL0435
 PL0435                          SUPERSEDED SURVEY CONTROL
 PL0435
 PL0435  NAD 83(1986)-  44 59 57.41962(N)    084 17 53.57841(W) AD(       ) 1
 PL0435  NAD 27      -  44 59 57.39200(N)    084 17 53.54600(W) AD(       ) 1
 PL0435
 PL0435.Superseded values are not recommended for survey control.
 PL0435
 PL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0435.See file dsdata.pdf to determine how the superseded data were derived.
 PL0435
 PL0435_MARKER: DS = TRIANGULATION STATION DISK
 PL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0435_STAMPING: BIGELOW 1932
 PL0435_MARK LOGO: CGS
 PL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0435+STABILITY: SURFACE MOTION
 PL0435
 PL0435  HISTORY     - Date     Condition        Report By
 PL0435  HISTORY     - 1932     MONUMENTED       CGS
 PL0435  HISTORY     - 1956     GOOD             CGS
 PL0435  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0435
 PL0435                          STATION DESCRIPTION
 PL0435
 PL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0435'ABOUT 7 MILES WEST OF ATLANTA, IN SE 1/4 SEC. 10, T. 30 N., R. 1E., ON
 PL0435'LAND OWNED BY BIGELOW LUMBER INTERESTS OF BAY CITY, 32 FEET SOUTHWEST
 PL0435'OF NORTHWEST LEG OF WEST ATLANTA FIRE LOOKOUT TOWER, AND 20.5 FEET
 PL0435'WEST OF SOUTHWEST LEG.
 PL0435'
 PL0435'TO REACH FROM GAYLORD, FOLLOW ROUTE M-32 EAST 13 MILES TO
 PL0435'JOHANNESBURG, CONTINUE SOUTH AND EAST 11.0 MILES ON ROUTE M-32 TO OLD
 PL0435'SETTLEMENT OF KAYBEE, TURN LEFT (NORTHWEST) ONTO SAND ROAD AT STATE
 PL0435'FIRE TOWER 2 MILES SIGN, GO THROUGH FARMYARD, FOLLOW MAIN LEFTHAND
 PL0435'FORKS OF SANK TRAIL UP VALLEY 1.5 MILES TO SIGN READING FIRE TOWER 1/2
 PL0435'MILE, TAKE RIGHT-HAND FORK OF TRAIL, AND FOLLOW 0.5 MILE TO TOWER.
 PL0435'
 PL0435'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0435'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE
 PL0435'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, PROJECTING 8
 PL0435'INCHES.
 PL0435'
 PL0435'NO. 1 IS 41.4 FEET NORTH OF NORTHWEST TOWER LEG, 47.4 FEET NORTHWEST
 PL0435'OF NORTHEAST TOWER LEG, AND 68.4 FEET (SLOPE) FROM STATION IN AZIMUTH
 PL0435'192 DEG 14 MIN.
 PL0435'
 PL0435'NO. 2 IS 76.1 FEET SOUTHEAST OF SOUTHEAST TOWER LEG, 83.7 FEET
 PL0435'SOUTHEAST OF NORTHEAST TOWER LEG, AND 116.6 FEET (SLOPE) FROM STATION
 PL0435'IN AZIMUTH 273 DEG 34 MIN.  CENTER OF WEST ATLANTA FIRE LOOKOUT TOWER
 PL0435'IS 10.30 METERS (33.8 FEET) FROM STATION IN AZIMUTH 242 DEG 29 MIN.
 PL0435
 PL0435                          STATION RECOVERY (1956)
 PL0435
 PL0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PL0435'THE STATION, (NOTES 1A AND 7A) REFERENCE MARKS NOS. 1 AND 2 (NOTES
 PL0435'11A) RECOVERED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK 3
 PL0435'WAS ESTABLISHED BY THIS PARTY.
 PL0435'
 PL0435'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 PL0435'
 PL0435'THE STATION IS LOCATED ABOUT 8 MILES EAST OF JOHANNESBURG AND 8 MILES
 PL0435'WEST OF ATLANTA, NEAR THE HIGHEST POINT OF A HEAVILY TIMBERED RIDGE
 PL0435'FORMALLY OCCUPIED BY THE WEST ATLANTA FIRE LOOKOUT TOWER AND ON LAND
 PL0435'LEASED BY THE CAMP 8 HUNTING CLUB OF LEWISTON.  IT IS 61 FEET WEST OF
 PL0435'THE CENTER OF A WOODS ROAD, 27 FEET NORTHWEST OF AN 8 INCH TRIANGULAR
 PL0435'BLAZED ASH TREE, 20 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE
 PL0435'FOUNDATION OF THE SOUTHWEST LEG OF THE OLD LOOKOUT TOWER AND 2 FEET
 PL0435'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 PL0435'THE DISK IS STAMPED BIGELOW 1932.
 PL0435'
 PL0435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33 IN
 PL0435'ATLANTA, GO WEST ON STATE HIGHWAY 32 FOR 5.4 MILES TO A SIDE ROAD
 PL0435'RIGHT ON THE CURVE WHERE THE HIGHWAY MAKES A CURVE TO THE SOUTH.  TURN
 PL0435'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.
 PL0435'TURN LEFT AND GO SOUTHWEST ON GRADED DIRT ROAD FOR 0.2 MILE TO A
 PL0435'GRAVEL PIT.  BEAR LEFT AND FOLLOW GRADED DIRT ROAD SOUTHWEST AND WEST
 PL0435'THROUGH WOODS FOR 2.0 MILES TO A GREEN PAINTED HOUSE WITH A RED ROOF
 PL0435'ON THE RIGHT, NORTH, SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD, WEST, ON
 PL0435'GRADED DIRT ROAD FOR 0.15 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT
 PL0435'AND FOLLOW DIM WOODS ROAD SOUTH FOR 0.5 MILE TO A SMALL CLEARING AND
 PL0435'THE STATION AS DESCRIBED.
 PL0435'
 PL0435'REFERENCE MARK 1 IS 68.26 FEET (HORIZONTAL MEASUREMENT) NORTH OF THE
 PL0435'STATION, 70 FEET NORTH OF THE WHITE WITNESS POST AND 40 FEET NORTHWEST
 PL0435'OF THE NORTHWEST CONCRETE FOUNDATION OF THE OLD LOOKOUT TOWER LEG.
 PL0435'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIGELOW NO 1
 PL0435'1932.
 PL0435'
 PL0435'REFERENCE MARK 2 IS 116.60 FEET EAST OF THE STATION, 57 FEET EAST OF
 PL0435'THE CENTER OF THE DIM WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 PL0435'AND THE DISK IS STAMPED BIGELOW NO 2 1932.
 PL0435'
 PL0435'THE 1956 DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH
 PL0435'THE 1932 DISTANCES AND DIRECTIONS.  A HORIZONTAL MEASUREMENT WAS USED
 PL0435'ON REFERENCE MARK 1 AT THIS TIME.
 PL0435'
 PL0435'REFERENCE MARK 3 IS 295.07 FEET SOUTHEAST OF THE STATION, 5 FEET SOUTH
 PL0435'OF THE CENTER OF THE DIM WOODS ROAD AND 3 FEET WEST OF A WHITE WITNESS
 PL0435'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BIGELOW NO 3 1932.
 PL0435'
 PL0435'NO AZIMUTH MARK WAS SET AT THIS STATION, AS THERE WAS NO SUITABLE
 PL0435'PLACE FOR ONE.
 PL0435'
 PL0435'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0435
 PL0435                          STATION RECOVERY (2001)
 PL0435
 PL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0913 ***********************************************************************
 OJ0913  DESIGNATION -  BIGHAM
 OJ0913  PID         -  OJ0913
 OJ0913  STATE/COUNTY-  MI/HURON
 OJ0913  COUNTRY     -  US
 OJ0913  USGS QUAD   -  UBLY (2017)
 OJ0913
 OJ0913                         *CURRENT SURVEY CONTROL
 OJ0913  ______________________________________________________________________
 OJ0913* NAD 83(1994) POSITION- 43 44 42.19484(N) 082 55 47.08387(W)   ADJUSTED
 OJ0913* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 OJ0913  ______________________________________________________________________
 OJ0913  GEOID HEIGHT    -        -34.723 (meters)                     GEOID18
 OJ0913  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 OJ0913  HORZ ORDER      -  FIRST
 OJ0913
 OJ0913.The horizontal coordinates were established by classical geodetic methods
 OJ0913.and adjusted by the National Geodetic Survey in February 1997.
 OJ0913
 OJ0913.The orthometric height was scaled from a topographic map.
 OJ0913
 OJ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0913.GEOID18 height accuracy estimate available here.
 OJ0913
 OJ0913.Click photographs - Photos may exist for this station.
 OJ0913
 OJ0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0913
 OJ0913. The following values were computed from the NAD 83(1994) position.
 OJ0913
 OJ0913;                    North         East     Units Scale Factor Converg.
 OJ0913;SPC MI S     -   250,375.624 4,115,738.987   MT  1.00001966   +0 58 40.3
 OJ0913;SPC MI S     -   821,442.34 13,503,080.67   iFT  1.00001966   +0 58 40.3
 OJ0913;UTM  17      - 4,845,366.797   344,622.079   MT  0.99989695   -1 20 04.5
 OJ0913
 OJ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0913!SPC MI S     -   0.99996422  x   1.00001966  =   0.99998388
 OJ0913!UTM  17      -   0.99996422  x   0.99989695  =   0.99986118
 OJ0913
 OJ0913:                Primary Azimuth Mark                     Grid Az
 OJ0913:SPC MI S     -  POPPLE                                   276 37 41.1
 OJ0913:UTM  17      -  POPPLE                                   278 56 25.9
 OJ0913
 OJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4462245366(NAD 83)
 OJ0913
 OJ0913|---------------------------------------------------------------------|
 OJ0913| PID    Reference Object                     Distance      Geod. Az  |
 OJ0913|                                                           dddmmss.s |
 OJ0913| OJ0905 PARISVILLE CATH CHURCH              APPROX.10.8 KM 1030011.8 |
 OJ0913| OJ0912 PAGE MILK CO STACK                  APPROX. 3.6 KM 1801539.1 |
 OJ0913| OJ0922 POPPLE                              APPROX.15.4 KM 2773621.4 |
 OJ0913| OJ0919 BAD AXE STANDPIPE                   APPROX. 8.3 KM 3191627.3 |
 OJ0913| OJ0918 BAD AXE SCHOOL                      APPROX. 8.4 KM 3211601.3 |
 OJ0913| OJ0921 BAD AXE CHURCH                      APPROX. 8.4 KM 3214013.3 |
 OJ0913|---------------------------------------------------------------------|
 OJ0913
 OJ0913                          SUPERSEDED SURVEY CONTROL
 OJ0913
 OJ0913  NAD 83(1986)-  43 44 42.18393(N)    082 55 47.10731(W) AD(       ) 1
 OJ0913  NAD 27      -  43 44 42.12667(N)    082 55 47.31904(W) AD(       ) 1
 OJ0913
 OJ0913.Superseded values are not recommended for survey control.
 OJ0913
 OJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0913.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0913
 OJ0913_MARKER: S = SPIKE
 OJ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0913_STAMPING: USLS 1906
 OJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0913+STABILITY: SURFACE MOTION
 OJ0913
 OJ0913  HISTORY     - Date     Condition        Report By
 OJ0913  HISTORY     - 1906     MONUMENTED       USLS
 OJ0913  HISTORY     - 1932     GOOD             USLS
 OJ0913  HISTORY     - 1968     GOOD             USGS
 OJ0913  HISTORY     - 1980     GOOD             MIDH
 OJ0913  HISTORY     - 19991120 GOOD             USPSQD
 OJ0913
 OJ0913                          STATION DESCRIPTION
 OJ0913
 OJ0913'DESCRIBED BY US LAKE SURVEY 1932
 OJ0913'ABOUT 2-1/2 MILES NORTH OF UBLY, IN SOUTHEAST CORNER OF SE 1/4 NW 1/4
 OJ0913'SEC. 10, T. 15 N., R. 13 E., BINGHAM
 OJ0913'TOWNSHIP, 61.2 FEET WEST OF NORTH-AND-SOUTH CENTER LINE FENCE OF
 OJ0913'SECTION 10, 148 FEET FROM
 OJ0913'SOUTHEAST CORNER OF FIELD, AND IN 1908 AT SOUTHEAST EDGE
 OJ0913'POPLAR WOODS ON FARM OF ARCHIBALD SMITH.
 OJ0913'SURFACE AND UNDERGROUND MARKS ARE
 OJ0913'SPIKES SURROUNDED BY THREE OTHERS IN CONCRETE MONUMENTS,
 OJ0913'INSCRIBED U.S.L.S.  1906.
 OJ0913'UPPER MARK IS ABOUT 1.5 FEET BELOW SURFACE OF GROUND.  FOLLOWING
 OJ0913'AZIMUTHS ARE FROM
 OJ0913'STATION (IN 1908)- FENCE CORNER AT SOUTHEAST CORNER OF FIELD, 145
 OJ0913'FEET DISTANT, 328 DEG 07 MIN, GERMAN
 OJ0913'LUTHERAN CHURCH SPIRE, 203 DEG 42 MIN 41 SEC, SHIRES BRICK
 OJ0913'HOUSE, CHIMNEY, 122 DEG 20 MIN 21 SEC.
 OJ0913
 OJ0913                          STATION RECOVERY (1968)
 OJ0913
 OJ0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 OJ0913'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED
 OJ0913'THE OLD DESCRIPTION IS ADEQUATE.
 OJ0913'
 OJ0913'LAND OWNER INTENDS TO CLEAR TREES FROM AREA.  HE PROMISED TO PRESERVE
 OJ0913'THE MARKS.
 OJ0913'
 OJ0913'QUOTE PRIMARY REFERENCE ABOUT 2-1/2 MILES NORTH OF UBLY
 OJ0913
 OJ0913                          STATION RECOVERY (1980)
 OJ0913
 OJ0913'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0913'STATION FOUND IN GOOD CONDITION ON PRIVATE LAND, IN POPLAR WOODS,
 OJ0913'ABOUT 75 FEET FROM OPEN FIELD.
 OJ0913
 OJ0913                          STATION RECOVERY (1999)
 OJ0913
 OJ0913'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5060 ***********************************************************************
 DL5060  DESIGNATION -  BIGR REF A
 DL5060  PID         -  DL5060
 DL5060  STATE/COUNTY-  MI/MECOSTA
 DL5060  COUNTRY     -  US
 DL5060  USGS QUAD   -  BIG RAPIDS (2017)
 DL5060
 DL5060                         *CURRENT SURVEY CONTROL
 DL5060  ______________________________________________________________________
 DL5060* NAD 83(2011) POSITION- 43 40 44.53820(N) 085 29 18.19275(W)   ADJUSTED
 DL5060* NAD 83(2011) ELLIP HT-   280.106 (meters)        (06/27/12)   ADJUSTED
 DL5060* NAD 83(2011) EPOCH   -  2010.00
 DL5060* NAVD 88 ORTHO HEIGHT -   313.014 (meters)     1026.95  (feet) ADJUSTED
 DL5060  ______________________________________________________________________
 DL5060  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 DL5060  NAD 83(2011) X  -    363,444.410 (meters)                     COMP
 DL5060  NAD 83(2011) Y  - -4,606,063.033 (meters)                     COMP
 DL5060  NAD 83(2011) Z  -  4,382,562.885 (meters)                     COMP
 DL5060  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 DL5060  DYNAMIC HEIGHT  -        312.957 (meters)     1026.76  (feet) COMP
 DL5060  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DL5060
 DL5060  VERT ORDER      -  FIRST     CLASS II
 DL5060
 DL5060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5060  Standards:
 DL5060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5060  -------------------------------------------------------------------
 DL5060  NETWORK    0.31   0.47           0.14   0.11   0.24     -0.00596411
 DL5060  -------------------------------------------------------------------
 DL5060  Click here for local accuracies and other accuracy information.
 DL5060
 DL5060.The horizontal coordinates were established by GPS observations
 DL5060.and adjusted by the National Geodetic Survey in June 2012.
 DL5060
 DL5060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5060.been affixed to the stable North American tectonic plate. See 
 DL5060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5060
 DL5060.The horizontal coordinates are valid at the epoch date displayed above
 DL5060.which is a decimal equivalence of Year/Month/Day.
 DL5060
 DL5060.The orthometric height was determined by differential leveling and
 DL5060.adjusted by the NATIONAL GEODETIC SURVEY
 DL5060.in October 2009.
 DL5060
 DL5060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5060.GEOID18 height accuracy estimate available here.
 DL5060
 DL5060.Click photographs - Photos may exist for this station.
 DL5060
 DL5060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5060
 DL5060.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5060
 DL5060.The ellipsoidal height was determined by GPS observations
 DL5060.and is referenced to NAD 83.
 DL5060
 DL5060.The dynamic height is computed by dividing the NAVD 88
 DL5060.geopotential number by the normal gravity value computed on the
 DL5060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5060.degrees latitude (g = 980.6199 gals.).
 DL5060
 DL5060.The modeled gravity was interpolated from observed gravity values.
 DL5060
 DL5060. The following values were computed from the NAD 83(2011) position.
 DL5060
 DL5060;                    North         East     Units Scale Factor Converg.
 DL5060;SPC MI S     -   242,655.626 3,909,549.915   MT  1.00000298   -0 45 48.1
 DL5060;SPC MI S     -   796,114.26 12,826,607.33   iFT  1.00000298   -0 45 48.1
 DL5060;UTM  16      - 4,837,335.500   621,844.324   MT  0.99978261   +1 02 38.7
 DL5060
 DL5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5060!SPC MI S     -   0.99995608  x   1.00000298  =   0.99995906
 DL5060!UTM  16      -   0.99995608  x   0.99978261  =   0.99973870
 DL5060
 DL5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2184437335(NAD 83)
 DL5060
 DL5060|---------------------------------------------------------------------|
 DL5060| PID    Reference Object                     Distance      Geod. Az  |
 DL5060|                                                           dddmmss.s |
 DL5060| DG6509 BIG RAPIDS CORS ARP                  54.449 METERS 07759     |
 DL5060|---------------------------------------------------------------------|
 DL5060
 DL5060                          SUPERSEDED SURVEY CONTROL
 DL5060
 DL5060  NAD 83(2007)-  43 40 44.53838(N)    085 29 18.19342(W) AD(2002.00) B
 DL5060  ELLIP H (10/19/09)  280.108  (m)                       GP(2002.00) 1 1
 DL5060
 DL5060.Superseded values are not recommended for survey control.
 DL5060
 DL5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5060.See file dsdata.pdf to determine how the superseded data were derived.
 DL5060
 DL5060_MARKER: DD = SURVEY DISK
 DL5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5060_STAMPING: BIGR REF A 54610 2008
 DL5060_MARK LOGO: MIDT
 DL5060_PROJECTION: FLUSH
 DL5060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5060+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2025
 DL5060
 DL5060  HISTORY     - Date     Condition        Report By
 DL5060  HISTORY     - 20080522 MONUMENTED       COLEM
 DL5060  HISTORY     - 20151107 GOOD             FERSU
 DL5060  HISTORY     - 20250721 GOOD             MIDT
 DL5060
 DL5060                          STATION DESCRIPTION
 DL5060
 DL5060'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5060'THE STATION IS LOCATED AT FERRIS STATE UNIVERSITY IN PARKING LOT 47.
 DL5060'
 DL5060'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5060'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5060'CONCRETE POST, SET TO A DEPTH OF 7.5 FT (2.3 M),
 DL5060'
 DL5060'THE STATION IS 190 FT (57.9 M) WEST OF THE BIG RAPIDS CONTINUOUSLY
 DL5060'OPERATING REFERENCE STATION (BIGR CORS), 60 FT (18.3 M) SOUTHWEST OF
 DL5060'THE SOUTHWEST CORNER OF PARKING LOT 47, 25 FT (7.6 M) EAST OF A CHAIN
 DL5060'LINK FENCE, 6 FT (1.8 M) SOUTH OF THE EDGE OF THE CURB OF A CONCRETE
 DL5060'DRAIN, AND 24 FT (7.3 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL5060'
 DL5060'NOTE --CONCRETE VOLUME INSTALLED WAS 0.52 CUBIC YARDS AND GREATER THAN
 DL5060'(OR IS EQUIVALENT TO) THE VOLUME REQUIRED FOR AN 8 FT (2.4 M) MARK.
 DL5060
 DL5060                          STATION RECOVERY (2015)
 DL5060
 DL5060'RECOVERY NOTE BY FERRIS STATE UNI 2015 (MSW)
 DL5060'RECOVERED AS DESCRIBED.
 DL5060
 DL5060                          STATION RECOVERY (2025)
 DL5060
 DL5060'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 DL5060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5188 ***********************************************************************
 DL5188  DESIGNATION -  BIGR VC CORS BASEMARK
 DL5188  PID         -  DL5188
 DL5188  STATE/COUNTY-  MI/MECOSTA
 DL5188  COUNTRY     -  US
 DL5188  USGS QUAD   -  BIG RAPIDS (2017)
 DL5188
 DL5188                         *CURRENT SURVEY CONTROL
 DL5188  ______________________________________________________________________
 DL5188* NAD 83(1986) POSITION- 43 40 44.90   (N) 085 29 15.81   (W)   HD_HELD1
 DL5188* NAVD 88 ORTHO HEIGHT -   315.980 (meters)     1036.68  (feet) ADJUSTED
 DL5188  ______________________________________________________________________
 DL5188  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 DL5188  DYNAMIC HEIGHT  -        315.922 (meters)     1036.49  (feet) COMP
 DL5188  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DL5188
 DL5188  VERT ORDER      -  FIRST     CLASS II
 DL5188
 DL5188.The horizontal coordinates were determined by differentially corrected
 DL5188.hand held GPS observations or other comparable positioning techniques
 DL5188.and have an estimated accuracy of +/- 3 meters.
 DL5188
 DL5188.The orthometric height was determined by differential leveling and
 DL5188.adjusted by the NATIONAL GEODETIC SURVEY
 DL5188.in October 2009.
 DL5188
 DL5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5188.GEOID18 height accuracy estimate available here.
 DL5188
 DL5188.Click photographs - Photos may exist for this station.
 DL5188
 DL5188.The dynamic height is computed by dividing the NAVD 88
 DL5188.geopotential number by the normal gravity value computed on the
 DL5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5188.degrees latitude (g = 980.6199 gals.).
 DL5188
 DL5188.The modeled gravity was interpolated from observed gravity values.
 DL5188
 DL5188;                    North         East    Units  Estimated Accuracy
 DL5188;SPC MI S     -   242,666.1   3,909,603.4     MT  (+/- 3 meters HH1 GPS) 
 DL5188
 DL5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2189737347(NAD 83)
 DL5188
 DL5188                          SUPERSEDED SURVEY CONTROL
 DL5188
 DL5188.No superseded survey control is available for this station.
 DL5188
 DL5188_MARKER: DD = SURVEY DISK
 DL5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5188_STAMPING: BIGR VC
 DL5188_MARK LOGO: MIDT
 DL5188_PROJECTION: PROJECTING 152 CENTIMETERS
 DL5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5188+STABILITY: SURFACE MOTION
 DL5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5188+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5188
 DL5188  HISTORY     - Date     Condition        Report By
 DL5188  HISTORY     - 2008     MONUMENTED       MIDT
 DL5188
 DL5188                          STATION DESCRIPTION
 DL5188
 DL5188'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 DL5188'THE STATION IS LOCATED 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF BIG RAPIDS,
 DL5188'MI AT FERRIS STATE UNIVERSITY.  SET IN THE BIGR CORS BASE.
 DL5188'
 DL5188'THE STATION IS LOCATED 81.0 FT (24.7 M) NORTH OF A 2-IN (5 CM) TREE,
 DL5188'14.5 FT (4.4 M) SOUTH OF BACK OF CURB AND 0.65 FT (0.2 M) WEST OF THE
 DL5188'CENTER OF THE BIGR CORS ANTENNA MAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1258 ***********************************************************************
 RJ1258  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ1258  DESIGNATION -  BIP 145
 RJ1258  PID         -  RJ1258
 RJ1258  STATE/COUNTY-  MI/CHIPPEWA
 RJ1258  COUNTRY     -  US
 RJ1258  USGS QUAD   -  DOLLAR SETTLEMENT (2017)
 RJ1258
 RJ1258                         *CURRENT SURVEY CONTROL
 RJ1258  ______________________________________________________________________
 RJ1258* NAD 83(2011) POSITION- 46 29 04.92841(N) 084 37 50.91871(W)   ADJUSTED
 RJ1258* NAD 83(2011) ELLIP HT-   148.311 (meters)        (12/02/25)   ADJUSTED
 RJ1258* NAD 83(2011) EPOCH   -  2010.00
 RJ1258* NAVD 88 ORTHO HEIGHT -   184.739 (meters)      606.10  (feet) ADJUSTED
 RJ1258  ______________________________________________________________________
 RJ1258  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 RJ1258  NAD 83(2011) X  -    411,674.893 (meters)                     COMP
 RJ1258  NAD 83(2011) Y  - -4,380,204.916 (meters)                     COMP
 RJ1258  NAD 83(2011) Z  -  4,602,617.239 (meters)                     COMP
 RJ1258  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 RJ1258  DYNAMIC HEIGHT  -        184.748 (meters)      606.13  (feet) COMP
 RJ1258  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 RJ1258
 RJ1258  VERT ORDER      -  SECOND    CLASS I
 RJ1258
 RJ1258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ1258  Standards:
 RJ1258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ1258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ1258  -------------------------------------------------------------------
 RJ1258  NETWORK    0.48   0.86           0.22   0.17   0.44     -0.03067507
 RJ1258  -------------------------------------------------------------------
 RJ1258  Click here for local accuracies and other accuracy information.
 RJ1258
 RJ1258.The horizontal coordinates were established by GPS observations
 RJ1258.and adjusted by the National Geodetic Survey in December 2025.
 RJ1258
 RJ1258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ1258.been affixed to the stable North American tectonic plate. See 
 RJ1258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ1258
 RJ1258.The horizontal coordinates are valid at the epoch date displayed above
 RJ1258.which is a decimal equivalence of Year/Month/Day.
 RJ1258
 RJ1258.The orthometric height was determined by differential leveling and
 RJ1258.adjusted by the NATIONAL GEODETIC SURVEY
 RJ1258.in February 2020.
 RJ1258
 RJ1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1258.GEOID18 height accuracy estimate available here.
 RJ1258
 RJ1258.This Water Level Mark is designated as VM 19392
 RJ1258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ1258
 RJ1258.Click photographs - Photos may exist for this station.
 RJ1258
 RJ1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1258
 RJ1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1258
 RJ1258.The ellipsoidal height was determined by GPS observations
 RJ1258.and is referenced to NAD 83.
 RJ1258
 RJ1258.The dynamic height is computed by dividing the NAVD 88
 RJ1258.geopotential number by the normal gravity value computed on the
 RJ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ1258.degrees latitude (g = 980.6199 gals.).
 RJ1258
 RJ1258.The modeled gravity was interpolated from observed gravity values.
 RJ1258
 RJ1258. The following values were computed from the NAD 83(2011) position.
 RJ1258
 RJ1258;                    North         East     Units Scale Factor Converg.
 RJ1258;SPC MI N     -   191,815.895 8,181,872.453   MT  0.99990888   +1 42 44.7
 RJ1258;SPC MI N     -   629,317.24 26,843,413.56   iFT  0.99990888   +1 42 44.7
 RJ1258;UTM  16      - 5,150,630.706   681,840.723   MT  1.00000646   +1 43 06.9
 RJ1258
 RJ1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1258!SPC MI N     -   0.99997675  x   0.99990888  =   0.99988563
 RJ1258!UTM  16      -   0.99997675  x   1.00000646  =   0.99998321
 RJ1258
 RJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8184050630(NAD 83)
 RJ1258
 RJ1258|---------------------------------------------------------------------|
 RJ1258| PID    Reference Object                     Distance      Geod. Az  |
 RJ1258|                                                           dddmmss.s |
 RJ1258| DF5377 POINT IROQUOIS CORS ARP              14.336 METERS 18649     |
 RJ1258|---------------------------------------------------------------------|
 RJ1258
 RJ1258                          SUPERSEDED SURVEY CONTROL
 RJ1258
 RJ1258  NAD 83(1994)-  46 29 04.92954(N)    084 37 50.91834(W) AD(       ) 1
 RJ1258  ELLIP H (02/03/97)  148.332  (m)                       GP(       ) 4 1
 RJ1258  NAD 83(1986)-  46 29 04.92151(N)    084 37 50.91606(W) AD(       ) 1
 RJ1258  NGVD 29             184.68   (m)          605.9    (f) LEVELING    3  
 RJ1258
 RJ1258.Superseded values are not recommended for survey control.
 RJ1258
 RJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1258.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1258
 RJ1258_MARKER: DD = SURVEY DISK
 RJ1258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RJ1258_STAMPING: BIP+145 1988
 RJ1258_MARK LOGO: USACE
 RJ1258_PROJECTION: RECESSED 15 CENTIMETERS
 RJ1258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1258+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 RJ1258
 RJ1258  HISTORY     - Date     Condition        Report By
 RJ1258  HISTORY     - 1988     MONUMENTED       USACE
 RJ1258  HISTORY     - 20180924 GOOD             NOS
 RJ1258  HISTORY     - 20220731 GOOD             NOS
 RJ1258  HISTORY     - 20220811 GOOD             NGS
 RJ1258
 RJ1258                          STATION DESCRIPTION
 RJ1258
 RJ1258'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1258'THE STATION IS LOCATED ABOUT 22.2 KM (13.8 MI)
 RJ1258'WEST OF SAULT STE MARIE
 RJ1258'10.0 KM (6.2 MI) NORTHWEST OF BRIMLEY
 RJ1258'ON THE SOUTH SIDE OF WHITEFISH BAY IN GOVT LOT 4 OF SEC 12
 RJ1258'T47N R3W.
 RJ1258'OWNERSHIP--SSSS
 RJ1258'
 RJ1258'TO REACH THE STATION FROM THE INTERSECTION OF BAY VIEW ROAD AND BAY
 RJ1258'MILLS ROAD, GO WEST FOR 5.1 KM (3.15 MI) ON BAY MILLS ROAD, TURN
 RJ1258'RIGHT INTO THE IROQUOIS POINT LIGHTHOUSE PARKING AREA, FOLLOW THE
 RJ1258'CONCRETE WALK TO THE BEACH AND THE STATION 2 M (6 FT) PAST THE END
 RJ1258'OF THE WALK.
 RJ1258'
 RJ1258'THE STATION IS A STANDARD COE DISK
 RJ1258'STAMPED---BIP+145 1988---,
 RJ1258'SET INTO A 15 CM (6 IN) CASING BELOW GRADE
 RJ1258'ATTACHED TO AN ALUMINUM ROD DRIVEN 4.3 M (14 FT) INTO THE GROUND,
 RJ1258'LOCATED 11.9 METERS (39 FT) NORTHEAST FROM A LIGHT POLE AND
 RJ1258'13.9 METERS (45.5 FT) NORTHWEST FROM A NOAA WEATHER GUAGE BUILDING,
 RJ1258'15 M (50 FT) FROM THE WATERS EDGE.
 RJ1258'
 RJ1258'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1258
 RJ1258                          STATION RECOVERY (2018)
 RJ1258
 RJ1258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ1258'RECOVERED IN GOOD CONDITION.
 RJ1258'
 RJ1258'NOTE - THE ALUMINUM ACCESS LID FOR THIS MARK IS PRESENTLY ABOUT 1.5
 RJ1258'FEET UNDER THE SAND.
 RJ1258
 RJ1258                          STATION RECOVERY (2022)
 RJ1258
 RJ1258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2022 (CSS)
 RJ1258'RECOVERED AS DESCRIBED.
 RJ1258
 RJ1258                          STATION RECOVERY (2022)
 RJ1258
 RJ1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 RJ1258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0783 ***********************************************************************
 OJ0783  DESIGNATION -  BIRCH
 OJ0783  PID         -  OJ0783
 OJ0783  STATE/COUNTY-  MI/SANILAC
 OJ0783  COUNTRY     -  US
 OJ0783  USGS QUAD   -  JEDDO (2017)
 OJ0783
 OJ0783                         *CURRENT SURVEY CONTROL
 OJ0783  ______________________________________________________________________
 OJ0783* NAD 83(1994) POSITION- 43 12 06.92441(N) 082 30 42.93597(W)   ADJUSTED
 OJ0783* NAVD 88 ORTHO HEIGHT -   182.7   (meters)      599.    (feet) VERTCON3
 OJ0783  ______________________________________________________________________
 OJ0783  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 OJ0783  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 OJ0783  HORZ ORDER      -  FIRST
 OJ0783
 OJ0783.The horizontal coordinates were established by classical geodetic methods
 OJ0783.and adjusted by the National Geodetic Survey in February 1997.
 OJ0783
 OJ0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0783
 OJ0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0783.GEOID18 height accuracy estimate available here.
 OJ0783
 OJ0783.Click photographs - Photos may exist for this station.
 OJ0783
 OJ0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0783
 OJ0783. The following values were computed from the NAD 83(1994) position.
 OJ0783
 OJ0783;                    North         East     Units Scale Factor Converg.
 OJ0783;SPC MI S     -   190,707.454 4,150,717.184   MT  0.99992215   +1 15 43.9
 OJ0783;SPC MI S     -   625,680.62 13,617,838.53   iFT  0.99992215   +1 15 43.9
 OJ0783;UTM  17      - 4,784,348.027   377,168.743   MT  0.99978560   -1 02 06.5
 OJ0783
 OJ0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0783!SPC MI S     -   0.99997680  x   0.99992215  =   0.99989896
 OJ0783!UTM  17      -   0.99997680  x   0.99978560  =   0.99976241
 OJ0783
 OJ0783:                Primary Azimuth Mark                     Grid Az
 OJ0783:SPC MI S     -  LAKEPORT                                 167 11 05.2
 OJ0783:UTM  17      -  LAKEPORT                                 169 28 55.6
 OJ0783
 OJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7716884348(NAD 83)
 OJ0783
 OJ0783|---------------------------------------------------------------------|
 OJ0783| PID    Reference Object                     Distance      Geod. Az  |
 OJ0783|                                                           dddmmss.s |
 OJ0783| CH0813 BIRCH RM 1                           19.374 METERS 06015     |
 OJ0783| OJ0600 LAKEPORT                            APPROX. 7.0 KM 1682649.1 |
 OJ0783| OJ0787 BIRCH RM 3                          122.294 METERS 26411     |
 OJ0783| OJ0786 BIRCH RM 3 OFFSET                   117.476 METERS 26411     |
 OJ0783| CH0814 BIRCH RM 2                           27.164 METERS 28734     |
 OJ0783|---------------------------------------------------------------------|
 OJ0783
 OJ0783                          SUPERSEDED SURVEY CONTROL
 OJ0783
 OJ0783  NAD 83(1986)-  43 12 06.91072(N)    082 30 42.96394(W) AD(       ) 1
 OJ0783  NAD 27      -  43 12 06.81129(N)    082 30 43.24171(W) AD(       ) 1
 OJ0783  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 OJ0783
 OJ0783.Superseded values are not recommended for survey control.
 OJ0783
 OJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0783.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0783
 OJ0783_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0783_STAMPING: BIRCH 1977
 OJ0783_MARK LOGO: NGS
 OJ0783_PROJECTION: FLUSH
 OJ0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0783+STABILITY: SURFACE MOTION
 OJ0783
 OJ0783  HISTORY     - Date     Condition        Report By
 OJ0783  HISTORY     - 1977     MONUMENTED       NGS
 OJ0783  HISTORY     - 1980     GOOD             MIDH
 OJ0783  HISTORY     - 19940727 GOOD             USPSQD
 OJ0783
 OJ0783                          STATION DESCRIPTION
 OJ0783
 OJ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0783'THE STATION IS LOCATED AT BIRCH BEACH WHICH IS ABOUT 4-1/2
 OJ0783'MILES NORTH-NORTHWEST OF NORTH LAKEPORT, 4-3/4 MILES
 OJ0783'SOUTH-SOUTHEAST OF LEXINGTON.  IT IS ON PROPERTY
 OJ0783'OWNED BY WORTH TOWNSHIP.  PERMISSION WAS GRANTED BY MR. HOWARD
 OJ0783'GALBRAITH, TOWNSHIP SUPERVISOR, 8074 CROSWELL ROAD, JEDDO,
 OJ0783'MICHIGAN, PHONE NUMBER 313-679-9647.  IT IS IN THE
 OJ0783'SOUTHEAST 1/4 SECTION 19, T9N, R17E.
 OJ0783'
 OJ0783'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 25 AND
 OJ0783'STATE HIGHWAY 90 IN LEXINGTON, GO SOUTH ON HIGHWAY 25 FOR 2.9
 OJ0783'MILES TO A SIDE ROAD RIGHT,(BURNS LINE ROAD).
 OJ0783'CONTINUE STRAIGHT AHEAD ON U.S.HIGHWAY 25 FOR 2.1 MILES
 OJ0783'TO A CROSSROAD,(GALBRAITH ROAD).
 OJ0783'TURN LEFT, GO EAST AND NORTH ON GALBRAITH ROAD FOR 0.55
 OJ0783'MILE TO THE STATION ON THE RIGHT.
 OJ0783'
 OJ0783'THE STATION MARKS, STAMPED---BIRCH 1977---, ARE STANDARD DISKS.
 OJ0783'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0783'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 OJ0783'IS 5 FEET SOUTH OF A METAL WITNESS POST, 30.7 FEET
 OJ0783'SOUTH-SOUTHEAST OF A STEEL FENCE CORNER POST AND 86 FEET EAST
 OJ0783'OF THE APPROXIMATE CENTER OF A PAVED ROAD.  THE UNDERGROUND
 OJ0783'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0783'INCHES BELOW THE GROUND SURFACE.
 OJ0783'
 OJ0783'REFERENCE MARK 1, STAMPED---BIRCH NO 1 1977---, IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 OJ0783'SOUTH OF A CHAIN LINK FENCE, 2 FEET WEST OF A METAL WITNESS
 OJ0783'POST AND 8.5 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 OJ0783'BLOCK PATIO.
 OJ0783'
 OJ0783'REFERENCE MARK 2, STAMPED---BIRCH NO 2 1977---,IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 OJ0783'NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTH OF POWERLINE
 OJ0783'POLE 0-74, AND 18 FEET EAST OF THE APPROXIMATE CENTER OF A
 OJ0783'PAVED ROAD.
 OJ0783'
 OJ0783'REFERENCE MARK 3, STAMPED---BIRCH NO 3 1977---, IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET
 OJ0783'EAST OF A METAL WITNESS POST, 15 FEET SOUTH OF THE APPROXIMATE
 OJ0783'CENTER OF A GRAVEL ROAD AND 75 FEET EAST OF A POWERLINE POLE
 OJ0783'0-74.
 OJ0783'
 OJ0783'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0783'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.3 METERS.
 OJ0783'DESCRIBED BY G.F.SMITH
 OJ0783
 OJ0783                          STATION RECOVERY (1980)
 OJ0783
 OJ0783'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0783'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 OJ0783'CAN EASILY BE REACHED BY VEHICLE.
 OJ0783'
 OJ0783'REFERENCE MARK 1, IS IN GOOD CONDITION AS DESCRIBED EXCEPT IT MEASURES
 OJ0783'63.49 FEET FROM STATION.  RECORD DISTANCE MAY BE SLOPE DISTANCE.
 OJ0783'
 OJ0783'REFERENCE MARK 2 HAS ADEQUATE DESCRIPTION DATA AND ANGLE BETWEEN
 OJ0783'REFERENCE MARK 1 AND REFERENCE MARK 2 AGREE WITH ORIGINAL DATA.
 OJ0783'
 OJ0783'REFERENCE MARK 3 IS IN GOOD CONDITION AND IS 321.0 FEET WEST OF POWER
 OJ0783'LINE POLE NUMBER 0 74 NEAR REFERENCE MARK 2.
 OJ0783
 OJ0783                          STATION RECOVERY (1994)
 OJ0783
 OJ0783'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0252 ***********************************************************************
 RJ0252  DESIGNATION -  BIRCH POINT
 RJ0252  PID         -  RJ0252
 RJ0252  STATE/COUNTY-  MI/CHIPPEWA
 RJ0252  COUNTRY     -  US
 RJ0252  USGS QUAD   -  BRIMLEY (2017)
 RJ0252
 RJ0252                         *CURRENT SURVEY CONTROL
 RJ0252  ______________________________________________________________________
 RJ0252* NAD 83(1994) POSITION- 46 26 01.50971(N) 084 31 24.19223(W)   ADJUSTED
 RJ0252* NAD 83(1994) ELLIP HT-   148.843 (meters)        (02/03/97)   ADJUSTED
 RJ0252* NAVD 88 ORTHO HEIGHT -   185.2   (meters)      608.    (feet) VERTCON3
 RJ0252  ______________________________________________________________________
 RJ0252  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ0252  NAD 83(1994) X  -    420,278.488 (meters)                     COMP
 RJ0252  NAD 83(1994) Y  - -4,383,512.525 (meters)                     COMP
 RJ0252  NAD 83(1994) Z  -  4,598,716.062 (meters)                     COMP
 RJ0252  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 RJ0252  HORZ ORDER      -  FIRST
 RJ0252  ELLP ORDER      -  FOURTH    CLASS I
 RJ0252
 RJ0252.The horizontal coordinates were established by GPS observations
 RJ0252.and adjusted by the National Geodetic Survey in February 1997.
 RJ0252
 RJ0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0252
 RJ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0252.GEOID18 height accuracy estimate available here.
 RJ0252
 RJ0252.Click photographs - Photos may exist for this station.
 RJ0252
 RJ0252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0252
 RJ0252.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0252
 RJ0252.The ellipsoidal height was determined by GPS observations
 RJ0252.and is referenced to NAD 83.
 RJ0252
 RJ0252. The following values were computed from the NAD 83(1994) position.
 RJ0252
 RJ0252;                    North         East     Units Scale Factor Converg.
 RJ0252;SPC MI N     -   186,407.658 8,190,293.208   MT  0.99990618   +1 47 24.3
 RJ0252;SPC MI N     -   611,573.68 26,871,040.71   iFT  0.99990618   +1 47 24.3
 RJ0252;UTM  16      - 5,145,222.649   690,262.998   MT  1.00004499   +1 47 42.1
 RJ0252
 RJ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0252!SPC MI N     -   0.99997667  x   0.99990618  =   0.99988285
 RJ0252!UTM  16      -   0.99997667  x   1.00004499  =   1.00002166
 RJ0252
 RJ0252:                Primary Azimuth Mark                     Grid Az
 RJ0252:SPC MI N     -  GROS CAP REEFS LIGHT                     319 14 48.8
 RJ0252:UTM  16      -  GROS CAP REEFS LIGHT                     319 14 31.0
 RJ0252
 RJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9026245222(NAD 83)
 RJ0252
 RJ0252|---------------------------------------------------------------------|
 RJ0252| PID    Reference Object                     Distance      Geod. Az  |
 RJ0252|                                                           dddmmss.s |
 RJ0252| RJ1083 ONTARIO AIRPORT TANK                APPROX. 6.3 KM 0210551.0 |
 RJ0252| RJ1082 POINTE AUX PINS LIGHT               APPROX. 5.1 KM 0485918.0 |
 RJ0252| RJ1094 BIRCH POINT F RNG LT                  7.701 METERS 16136     |
 RJ0252| RJ1093 BRIMLEY TANK                        APPROX. 5.1 KM 2260552.8 |
 RJ0252| RJ1135 GROS CAP REEFS LIGHT                APPROX.11.2 KM 3210213.1 |
 RJ0252| RJ1134 GROS CAP REEFS LT ANTENNAE          APPROX.11.2 KM 3210328.6 |
 RJ0252| RJ1133 GROS CAP REEFS SOUTH R MAST         APPROX.12.4 KM 3383726.4 |
 RJ0252| RJ1132 GROS CAP REEFS NORTH R MAST         APPROX.12.4 KM 3384727.0 |
 RJ0252|---------------------------------------------------------------------|
 RJ0252
 RJ0252                          SUPERSEDED SURVEY CONTROL
 RJ0252
 RJ0252  NAD 83(1986)-  46 26 01.50172(N)    084 31 24.18990(W) AD(       ) 1
 RJ0252  NAD 83(1986)-  46 26 01.48931(N)    084 31 24.19435(W) AD(       ) 3
 RJ0252  NAD 27      -  46 26 01.42144(N)    084 31 24.02283(W) AD(       ) 3
 RJ0252  NGVD 29 (05/22/90)  185.2    (m)  RAPSU86  model used  GPS OBS        
 RJ0252
 RJ0252.Superseded values are not recommended for survey control.
 RJ0252
 RJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0252.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0252
 RJ0252_MARKER: DJ = TIDAL STATION DISK
 RJ0252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0252+WITH SETTING: PAVEMENT
 RJ0252_SP_SET: FOOTING
 RJ0252_STAMPING: BIRCH POINT 1981
 RJ0252_MARK LOGO: NOS
 RJ0252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0252+STABILITY: SURFACE MOTION
 RJ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0252+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ0252
 RJ0252  HISTORY     - Date     Condition        Report By
 RJ0252  HISTORY     - 1934     MONUMENTED       USLS
 RJ0252  HISTORY     - 1981     GOOD             NOS
 RJ0252  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0252  HISTORY     - 1988     GOOD             USACE
 RJ0252  HISTORY     - 20250528 GOOD             MIDT
 RJ0252
 RJ0252                          STATION DESCRIPTION
 RJ0252
 RJ0252'DESCRIBED BY US LAKE SURVEY 1934
 RJ0252'2.5 M NE FROM BRIMLEY.
 RJ0252'2.5 MILES NORTHEAST OF BRIMLEY, CHIPPEWA COUNTY, ON THE SHORE
 RJ0252'OF LAKE SUPERIOR, AT BIRCH POINT, ON THE U.S. LIGHTHOUSE
 RJ0252'RESERVATION, AND ON THE NORTHWEST CONCRETE FOOTING OF THE REAR
 RJ0252'RANGE LIGHT.  THE HIGHEST POINT IN A SQUARE CUT IN THE STONE.
 RJ0252
 RJ0252                          STATION RECOVERY (1981)
 RJ0252
 RJ0252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0252'THE STATION IS LOCATED ON BIRCH POINT AT THE ENTRANCE TO THE ST
 RJ0252'MARYS RIVER AND LAKE SUPERIOR, IN THE CENTER OF THE CONCRETE SLAB
 RJ0252'BASE OF THE OLD BIRCH POINT FRONT RANGE LIGHT.
 RJ0252'
 RJ0252'TO REACH THE STATION FROM THE BRIDGE OVER THE WAISKA RIVER IN
 RJ0252'BRIMLEY GO EAST ON THE SHORELINE ROAD FOR 3.2 KILOMETERS
 RJ0252'(2.0 MILES) TO THE JUNCTION OF BIRCH POINT ROAD ON THE LEFT.
 RJ0252'TURN LEFT AND GO NORTH AND EAST TO THE RANGE LIGHTS AT THE
 RJ0252'POINT, AND THE AREA OF THE STATION.
 RJ0252'
 RJ0252'THE STATION IS A STANDARD NOS DISK
 RJ0252'STAMPED---BIRCH POINT 1981---,
 RJ0252'CEMENTED INTO A DRILL HOLE IN THE CENTER OF THE CONCRETE SLAB
 RJ0252'BASE OF THE OLD BIRCH POINT FRONT RANGE LIGHT.
 RJ0252'
 RJ0252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
 RJ0252
 RJ0252                          STATION RECOVERY (1983)
 RJ0252
 RJ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0252'MARK NOT FOUND.
 RJ0252
 RJ0252                          STATION RECOVERY (1988)
 RJ0252
 RJ0252'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0252'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTHWEST OF SAULT STE
 RJ0252'MARIE.
 RJ0252'4.0 KM (2.5 MI) NORTHEAST OF BRIMLEY.
 RJ0252'IN GOVT LOT 4 FRAC SEC 26 T47N R2W
 RJ0252'OWNERSHIP--U. S. COAST GUARD.
 RJ0252'
 RJ0252'TO REACH THE STATION FROM BRIMLEY POST OFFICE GO NORTH FOR 0.7 KM
 RJ0252'(0.45 MI) ON PICHE ROAD (M 221), TURN RIGHT AND GO EAST FOR
 RJ0252'3.2 KM (2.0 MI) ON 6 MILE ROAD, TURN LEFT AND GO NORTH FOR 0.6 KM
 RJ0252'(0.4 MI) ON BIRCH PT. ROAD, TURN RIGHT AT NORTHEAST CORNER OF BRICK
 RJ0252'RANCH HOUSE, GO FOR 1.2 KM (0.75 MI), TURN LEFT AND GO EAST ON
 RJ0252'TRAIL ROAD TO LOCKED CHAIN.   THEN WALK 122 M (400 FT) TO BIRCH
 RJ0252'POINT RANGE LIGHT AND STATION IN FRONT.
 RJ0252'
 RJ0252'THE STATION IS A STANDARD NOS DISK
 RJ0252'STAMPED---BIRCH POINT 1981---,
 RJ0252'SET INTO THE TOP OF A CONCRETE SLAB FLUSH WITH SURFACE.  LOCATED
 RJ0252'2.6 METERS (8.42 FT) WEST FROM THE CONCRETE SLAB EDGE, 5.4 METERS
 RJ0252'(17.85 FT) NORTHWEST OF NORTHEAST NAVIGATION LIGHT LEG 1.8 METERS
 RJ0252'(5.95 FT) FROM THE TIP OF AN ANGLE IRON.
 RJ0252'
 RJ0252'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0252
 RJ0252                          STATION RECOVERY (2025)
 RJ0252
 RJ0252'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1094 ***********************************************************************
 RJ1094  DESIGNATION -  BIRCH POINT F RNG LT
 RJ1094  PID         -  RJ1094
 RJ1094  STATE/COUNTY-  MI/CHIPPEWA
 RJ1094  COUNTRY     -  US
 RJ1094  USGS QUAD   -  BRIMLEY (2017)
 RJ1094
 RJ1094                         *CURRENT SURVEY CONTROL
 RJ1094  ______________________________________________________________________
 RJ1094* NAD 83(1994) POSITION- 46 26 01.28521(N) 084 31 24.07502(W)   ADJUSTED
 RJ1094* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RJ1094  ______________________________________________________________________
 RJ1094  GEOID HEIGHT    -        -36.462 (meters)                     GEOID18
 RJ1094  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 RJ1094  HORZ ORDER      -  THIRD
 RJ1094
 RJ1094.The horizontal coordinates were established by classical geodetic methods
 RJ1094.and adjusted by the National Geodetic Survey in February 1997.
 RJ1094
 RJ1094.The orthometric height was scaled from a topographic map.
 RJ1094
 RJ1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1094.GEOID18 height accuracy estimate available here.
 RJ1094
 RJ1094.Click photographs - Photos may exist for this station.
 RJ1094
 RJ1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1094
 RJ1094. The following values were computed from the NAD 83(1994) position.
 RJ1094
 RJ1094;                    North         East     Units Scale Factor Converg.
 RJ1094;SPC MI N     -   186,400.809 8,190,295.925   MT  0.99990618   +1 47 24.3
 RJ1094;SPC MI N     -   611,551.21 26,871,049.62   iFT  0.99990618   +1 47 24.3
 RJ1094;UTM  16      - 5,145,215.799   690,265.716   MT  1.00004501   +1 47 42.2
 RJ1094
 RJ1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1094!SPC MI N     -   0.99997749  x   0.99990618  =   0.99988368
 RJ1094!UTM  16      -   0.99997749  x   1.00004501  =   1.00002250
 RJ1094
 RJ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9026545215(NAD 83)
 RJ1094
 RJ1094                          SUPERSEDED SURVEY CONTROL
 RJ1094
 RJ1094  NAD 83(1986)-  46 26 01.26507(N)    084 31 24.07601(W) AD(       ) 3
 RJ1094  NAD 27      -  46 26 01.19721(N)    084 31 23.90446(W) AD(       ) 3
 RJ1094
 RJ1094.Superseded values are not recommended for survey control.
 RJ1094
 RJ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1094.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1094
 RJ1094_MARKER: 15 = RANGE MARKER
 RJ1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1094
 RJ1094  HISTORY     - Date     Condition        Report By
 RJ1094  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1094  HISTORY     - 19940723 GOOD             USPSQD
 RJ1094
 RJ1094                          STATION DESCRIPTION
 RJ1094
 RJ1094'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1094'THE STATION, BIRCH POINT F RNG LT, IS THE CENTER OF THE WHITE
 RJ1094'LIGHT ATOP THE STRUCTURE.
 RJ1094'
 RJ1094'THE STATION IS LOCATED AT THE ENTRANCE TO THE SAINT MARYS RIVER
 RJ1094'ON BIRCH POINT.
 RJ1094
 RJ1094                          STATION RECOVERY (1994)
 RJ1094
 RJ1094'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1092 ***********************************************************************
 RJ1092  DESIGNATION -  BIRCH POINT R RNG LT
 RJ1092  PID         -  RJ1092
 RJ1092  STATE/COUNTY-  MI/CHIPPEWA
 RJ1092  COUNTRY     -  US
 RJ1092  USGS QUAD   -  BRIMLEY (2017)
 RJ1092
 RJ1092                         *CURRENT SURVEY CONTROL
 RJ1092  ______________________________________________________________________
 RJ1092* NAD 83(1994) POSITION- 46 25 35.73279(N) 084 30 51.54939(W)   ADJUSTED
 RJ1092* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 RJ1092  ______________________________________________________________________
 RJ1092  GEOID HEIGHT    -        -36.457 (meters)                     GEOID18
 RJ1092  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 RJ1092  HORZ ORDER      -  THIRD
 RJ1092
 RJ1092.The horizontal coordinates were established by classical geodetic methods
 RJ1092.and adjusted by the National Geodetic Survey in February 1997.
 RJ1092
 RJ1092.The orthometric height was scaled from a topographic map.
 RJ1092
 RJ1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1092.GEOID18 height accuracy estimate available here.
 RJ1092
 RJ1092.Click photographs - Photos may exist for this station.
 RJ1092
 RJ1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1092
 RJ1092. The following values were computed from the NAD 83(1994) position.
 RJ1092
 RJ1092;                    North         East     Units Scale Factor Converg.
 RJ1092;SPC MI N     -   185,633.999 8,191,014.639   MT  0.99990587   +1 47 47.9
 RJ1092;SPC MI N     -   609,035.43 26,873,407.61   iFT  0.99990587   +1 47 47.9
 RJ1092;UTM  16      - 5,144,448.943   690,984.596   MT  1.00004838   +1 48 05.0
 RJ1092
 RJ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1092!SPC MI N     -   0.99997232  x   0.99990587  =   0.99987819
 RJ1092!UTM  16      -   0.99997232  x   1.00004838  =   1.00002070
 RJ1092
 RJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9098444448(NAD 83)
 RJ1092
 RJ1092                          SUPERSEDED SURVEY CONTROL
 RJ1092
 RJ1092  NAD 83(1986)-  46 25 35.71602(N)    084 30 51.55607(W) AD(       ) 3
 RJ1092  NAD 27      -  46 25 35.64750(N)    084 30 51.38673(W) AD(       ) 3
 RJ1092
 RJ1092.Superseded values are not recommended for survey control.
 RJ1092
 RJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1092.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1092
 RJ1092_MARKER: 15 = RANGE MARKER
 RJ1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1092
 RJ1092  HISTORY     - Date     Condition        Report By
 RJ1092  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1092  HISTORY     - 19940723 GOOD             USPSQD
 RJ1092
 RJ1092                          STATION DESCRIPTION
 RJ1092
 RJ1092'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1092'THE STATION, BIRCH POINT R RNG LT, IS THE CENTER OF THE WHITE
 RJ1092'LIGHT ATOP THE FOUR-LEGGED STRUCTURE.
 RJ1092'
 RJ1092'THE STATION IS LOCATED ON BIRCH POINT AT THE MOUTH OF THE
 RJ1092'SAINT MARYS RIVER.
 RJ1092
 RJ1092                          STATION RECOVERY (1994)
 RJ1092
 RJ1092'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0787 ***********************************************************************
 OJ0787  DESIGNATION -  BIRCH RM 3
 OJ0787  PID         -  OJ0787
 OJ0787  STATE/COUNTY-  MI/SANILAC
 OJ0787  COUNTRY     -  US
 OJ0787  USGS QUAD   -  JEDDO (2017)
 OJ0787
 OJ0787                         *CURRENT SURVEY CONTROL
 OJ0787  ______________________________________________________________________
 OJ0787* NAD 83(1994) POSITION- 43 12 06.52300(N) 082 30 48.32511(W)   ADJUSTED
 OJ0787* NAVD 88 ORTHO HEIGHT -   185.8   (meters)      610.    (feet) VERTCON3
 OJ0787  ______________________________________________________________________
 OJ0787  GEOID HEIGHT    -        -34.753 (meters)                     GEOID18
 OJ0787  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 OJ0787  HORZ ORDER      -  SECOND
 OJ0787
 OJ0787.The horizontal coordinates were established by classical geodetic methods
 OJ0787.and adjusted by the National Geodetic Survey in February 1997.
 OJ0787
 OJ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0787
 OJ0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0787.GEOID18 height accuracy estimate available here.
 OJ0787
 OJ0787.Click photographs - Photos may exist for this station.
 OJ0787
 OJ0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0787
 OJ0787. The following values were computed from the NAD 83(1994) position.
 OJ0787
 OJ0787;                    North         East     Units Scale Factor Converg.
 OJ0787;SPC MI S     -   190,692.392 4,150,595.830   MT  0.99992213   +1 15 40.3
 OJ0787;SPC MI S     -   625,631.21 13,617,440.39   iFT  0.99992213   +1 15 40.3
 OJ0787;UTM  17      - 4,784,337.843   377,046.900   MT  0.99978597   -1 02 10.2
 OJ0787
 OJ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0787!SPC MI S     -   0.99997632  x   0.99992213  =   0.99989845
 OJ0787!UTM  17      -   0.99997632  x   0.99978597  =   0.99976229
 OJ0787
 OJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7704684337(NAD 83)
 OJ0787
 OJ0787                          SUPERSEDED SURVEY CONTROL
 OJ0787
 OJ0787  NAD 83(1986)-  43 12 06.50933(N)    082 30 48.35297(W) AD(       ) 2
 OJ0787  NAD 27      -  43 12 06.40993(N)    082 30 48.63068(W) AD(       ) 2
 OJ0787  NGVD 29 (07/19/86)  185.9    (m)          610.     (f) VERT ANG       
 OJ0787
 OJ0787.Superseded values are not recommended for survey control.
 OJ0787
 OJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0787.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0787
 OJ0787_MARKER: DR = REFERENCE MARK DISK
 OJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0787_STAMPING: BIRCH NO 3 1977
 OJ0787_MARK LOGO: NGS
 OJ0787_PROJECTION: FLUSH
 OJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0787+STABILITY: SURFACE MOTION
 OJ0787
 OJ0787  HISTORY     - Date     Condition        Report By
 OJ0787  HISTORY     - 1977     MONUMENTED       NGS
 OJ0787
 OJ0787                          STATION DESCRIPTION
 OJ0787
 OJ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0787'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF CROSWELL, 6.1
 OJ0787'MI (9.8 KM) NORTH OF LAKEPORT AND 4.9 MI (7.9 KM) NORTHEAST OF JEDDO.
 OJ0787'
 OJ0787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY 90 IN
 OJ0787'LEXINGTON, GO SOUTH ON HIGHWAY 25 FOR 2.9 MI (4.7 KM) TO A SIDE ROAD
 OJ0787'RIGHT, (BURNS LINE ROAD)  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 25
 OJ0787'FOR 2.1 MI (3.4 KM) TO A CROSSROAD, (GALBRAITH ROAD)  TURN LEFT, GO
 OJ0787'EAST AND NORTH ON GALBRAITH ROAD FOR 0.55 MI (0.88 KM) TO THE STATION
 OJ0787'ON THE RIGHT.
 OJ0787'
 OJ0787'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 OJ0787'MONUMENT 2 FT (0.6 M) EAST OF A METAL WITNESS POST, 15 FT (4.6 M)
 OJ0787'SOUTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD AND 75 FT (22.9 M)
 OJ0787'EAST OF A POWER LINE POLE 0-74.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0071 ***********************************************************************
 OJ0071  DESIGNATION -  BIRCH USLS
 OJ0071  PID         -  OJ0071
 OJ0071  STATE/COUNTY-  MI/SANILAC
 OJ0071  COUNTRY     -  US
 OJ0071  USGS QUAD   -  CROSWELL (2017)
 OJ0071
 OJ0071                         *CURRENT SURVEY CONTROL
 OJ0071  ______________________________________________________________________
 OJ0071* NAD 83(1986) POSITION- 43 18 49.     (N) 082 32 01.     (W)   SCALED
 OJ0071* NAVD 88 ORTHO HEIGHT -   186.691 (meters)      612.50  (feet) ADJUSTED
 OJ0071  ______________________________________________________________________
 OJ0071  GEOID HEIGHT    -        -34.686 (meters)                     GEOID18
 OJ0071  DYNAMIC HEIGHT  -        186.653 (meters)      612.38  (feet) COMP
 OJ0071  MODELED GRAVITY -    980,413.2   (mgal)                       NAVD 88
 OJ0071
 OJ0071  VERT ORDER      -  FIRST     CLASS 0
 OJ0071
 OJ0071.The horizontal coordinates were scaled from a map and have
 OJ0071.an estimated accuracy of +/- 6 seconds.
 OJ0071
 OJ0071.The orthometric height was determined by differential leveling and
 OJ0071.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0071.in June 1991.
 OJ0071
 OJ0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0071.GEOID18 height accuracy estimate available here.
 OJ0071
 OJ0071.Click photographs - Photos may exist for this station.
 OJ0071
 OJ0071.The dynamic height is computed by dividing the NAVD 88
 OJ0071.geopotential number by the normal gravity value computed on the
 OJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0071.degrees latitude (g = 980.6199 gals.).
 OJ0071
 OJ0071.The modeled gravity was interpolated from observed gravity values.
 OJ0071
 OJ0071;                    North         East    Units  Estimated Accuracy
 OJ0071;SPC MI S     -   203,070.    4,148,690.      MT  (+/- 180 meters Scaled)
 OJ0071
 OJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756967(NAD 83)
 OJ0071
 OJ0071                          SUPERSEDED SURVEY CONTROL
 OJ0071
 OJ0071  NGVD 29 (11/26/84)  186.804  (m)          612.87   (f) ADJUSTED    1 0
 OJ0071
 OJ0071.Superseded values are not recommended for survey control.
 OJ0071
 OJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0071.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0071
 OJ0071_MARKER: B = BOLT
 OJ0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0071_SP_SET: CULVERT
 OJ0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0071
 OJ0071  HISTORY     - Date     Condition        Report By
 OJ0071  HISTORY     - 1970     MONUMENTED       USLS
 OJ0071  HISTORY     - 1970     GOOD             USLS
 OJ0071  HISTORY     - 1980     GOOD             NGS
 OJ0071  HISTORY     - 19940727 GOOD             USPSQD
 OJ0071
 OJ0071                          STATION DESCRIPTION
 OJ0071
 OJ0071'DESCRIBED BY US LAKE SURVEY 1970
 OJ0071'3.2 MI N FROM LEXINGTON.
 OJ0071'BIRCH IS IN SANILAC COUNTY, MICHIGAN, ABOUT 3.2 MILES NORTH OF
 OJ0071'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0071'LEXINGTON, ABOUT 0.15 MILE NORTH OF CENTERLINE OF COUNTY FARM
 OJ0071'ROAD, 60 FEET NORTH OF UTILITY POLE NO. D.E. 63-40-63, 48 FEET
 OJ0071'EAST OF CENTERLINE OF HIGHWAY U.S. 25, 0.9 FEET NORTH OF WEST
 OJ0071'EDGE AND 0.3 FEET EAST OF WEST EDGE OF CONCRETE CULVERT HEADWALL,
 OJ0071'15 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT ON TOP OF A
 OJ0071'1/2-INCH DIAMETER STEEL BOLT SET INTO TOP OF THE CULVERT.  BM
 OJ0071'BIRCH 1970.
 OJ0071
 OJ0071                          STATION RECOVERY (1980)
 OJ0071
 OJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0071'5.1 KILOMETERS (3.2 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0071'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.28 KILOMETER
 OJ0071'(0.15 MILE) NORTH OF THE JUNCTION OF COUNTY FARM ROAD, THIS MARK
 OJ0071'IS A 3/8-INCH BOLT SET NEAR THE SOUTH END OF THE EAST HEADWALL
 OJ0071'OF A LARGE CONCRETE BOX CULVERT, 14.6 METERS (48.0 FEET) EAST OF
 OJ0071'THE CENTER LINE OF THE HIGHWAY, 11.19 METERS (36.7 FEET) NORTH OF THE
 OJ0071'PAVED DRIVEWAY TO HOUSE NUMBER 3925, 0.28 METER (0.9 FOOT) NORTH
 OJ0071'OF THE SOUTH END OF THE HEADWALL.
 OJ0071'THE MARK IS 4.6 M BELOW HIGHWAY.
 OJ0071
 OJ0071                          STATION RECOVERY (1994)
 OJ0071
 OJ0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1521 ***********************************************************************
 NE1521  DESIGNATION -  BISHOP 2
 NE1521  PID         -  NE1521
 NE1521  STATE/COUNTY-  MI/GENESEE
 NE1521  COUNTRY     -  US
 NE1521  USGS QUAD   -  FLINT SOUTH (2017)
 NE1521
 NE1521                         *CURRENT SURVEY CONTROL
 NE1521  ______________________________________________________________________
 NE1521* NAD 83(1994) POSITION- 42 57 56.53835(N) 083 43 56.95073(W)   NO CHECK
 NE1521* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 NE1521  ______________________________________________________________________
 NE1521  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 NE1521  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 NE1521  OBS GRAVITY     -    980,356.1   (mgal)                       GRAV_OBS
 NE1521
 NE1521  HORZ ORDER      -  THIRD
 NE1521
 NE1521.This mark is at Bishop Intl Airport (FNT)
 NE1521
 NE1521.The horizontal coordinates were established by classical geodetic methods
 NE1521.and adjusted by the National Geodetic Survey in February 1997.
 NE1521
 NE1521.No horizontal observational check was made to the station.
 NE1521
 NE1521.The orthometric height was scaled from a topographic map.
 NE1521
 NE1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1521.GEOID18 height accuracy estimate available here.
 NE1521
 NE1521.Click photographs - Photos may exist for this station.
 NE1521
 NE1521.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1521
 NE1521.The observed gravity was obtained from relative gravimeter ties
 NE1521.to the IGSN71 gravity network.
 NE1521
 NE1521. The following values were computed from the NAD 83(1994) position.
 NE1521
 NE1521;                    North         East     Units Scale Factor Converg.
 NE1521;SPC MI S     -   163,001.852 4,051,735.174   MT  0.99990787   +0 25 53.7
 NE1521;SPC MI S     -   534,782.98 13,293,094.40   iFT  0.99990787   +0 25 53.7
 NE1521;UTM  17      - 4,760,629.638   277,149.588   MT  1.00021099   -1 51 47.2
 NE1521
 NE1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1521!SPC MI S     -   0.99996850  x   0.99990787  =   0.99987637
 NE1521!UTM  17      -   0.99996850  x   1.00021099  =   1.00017948
 NE1521
 NE1521:                Primary Azimuth Mark                     Grid Az
 NE1521:SPC MI S     -  BISHOP AIRPORT VORTAC                    272 39 08.5
 NE1521:UTM  17      -  BISHOP AIRPORT VORTAC                    274 56 49.4
 NE1521
 NE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7714960629(NAD 83)
 NE1521
 NE1521|---------------------------------------------------------------------|
 NE1521| PID    Reference Object                     Distance      Geod. Az  |
 NE1521|                                                           dddmmss.s |
 NE1521| CH0815 BISHOP RM 1                          30.678 METERS 00523     |
 NE1521| CH0817 BISHOP 2 RM 3                        11.518 METERS 15636     |
 NE1521| CH0816 BISHOP RM 2                          18.966 METERS 16728     |
 NE1521| NE1522 BISHOP AIRPORT VORTAC               APPROX. 0.7 KM 2730502.2 |
 NE1521| NE0774 BISHOP AZ MK                                       3574758.8 |
 NE1521| NE1515 BISHOP                                3.884 METERS 35748     |
 NE1521|---------------------------------------------------------------------|
 NE1521
 NE1521                          SUPERSEDED SURVEY CONTROL
 NE1521
 NE1521  NAD 83(1986)-  42 57 56.53652(N)    083 43 56.97708(W) AD(       ) 3
 NE1521  NAD 27      -  42 57 56.43623(N)    083 43 57.13143(W) AD(       ) 3
 NE1521
 NE1521.Superseded values are not recommended for survey control.
 NE1521
 NE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1521.See file dsdata.pdf to determine how the superseded data were derived.
 NE1521
 NE1521_MARKER: DS = TRIANGULATION STATION DISK
 NE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1521_STAMPING: BISHOP 2 1967
 NE1521_MARK LOGO: CGS
 NE1521_PROJECTION: FLUSH
 NE1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1521+STABILITY: SURFACE MOTION
 NE1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1521+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 NE1521
 NE1521  HISTORY     - Date     Condition        Report By
 NE1521  HISTORY     - 1967     MONUMENTED       CGS
 NE1521  HISTORY     - 1971     GOOD             NGS
 NE1521  HISTORY     - 1975     GOOD             NGS
 NE1521  HISTORY     - 1980     GOOD             MIDH
 NE1521  HISTORY     - 1982     GOOD             NGS
 NE1521  HISTORY     - 19910108 GOOD             LOCENG
 NE1521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE1521  HISTORY     - 20050128 GOOD             USPSQD
 NE1521  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE1521  HISTORY     - 20070411 GOOD             ROWEIN
 NE1521
 NE1521                          STATION DESCRIPTION
 NE1521
 NE1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NE1521'THE STATION IS LOCATED AT THE EAST ENTRANCE OF THE BISHOP AIRPORT AND
 NE1521'ON THE WEST SIDE OF TORREY ROAD.  IT IS 63 FEET WEST OF THE CENTERLINE
 NE1521'OF TORREY ROAD, 30 FEET SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY
 NE1521'LEADING TO A GROUP OF HANGARS (EAST ENTRANCE TO AIRPORT) AND 1 FOOT
 NE1521'WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NE1521'STAMPED BISHOP 2 1967.
 NE1521'
 NE1521'REFERENCE MARK 1 IS 70 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 NE1521'51 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF A METAL
 NE1521'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NE1521'BISHOP NO 1 1943.
 NE1521'
 NE1521'REFERENCE MARK 2 IS 90 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 NE1521'51 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A METAL
 NE1521'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BISHOP NO
 NE1521'2 1943.
 NE1521'
 NE1521'REFERENCE MARK 3 IS 63 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 NE1521'AND 49 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS
 NE1521'3 INCHES AND THE DISK IS STAMPED BISHOP 2 NO 3 1967.
 NE1521'
 NE1521'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF BRISTOL ROAD,
 NE1521'51 FEET WEST OF A FENCE CORNER AT THE NORTHEAST EDGE OF THE AIRPORT, 1
 NE1521'FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 200
 NE1521'FEET SOUTHWEST OF THE BRISTOL METHODIST CHURCH AND ABOUT 100 FEET
 NE1521'SOUTHWEST OF THE INTERSECTION OF BRISTOL ROAD AND OLD TORREY ROAD.
 NE1521'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BISHOP 1943.
 NE1521'
 NE1521'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NE1521
 NE1521                          STATION RECOVERY (1971)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1521'RM 1, RM 2, BISHOP 2 1967 RM 3, BISHOP 2 1967 WERE RECOVERED IN GOOD
 NE1521'CONDITION.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE1521
 NE1521                          STATION RECOVERY (1975)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1521'RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'RMS NOT SEARCHED FOR.
 NE1521'
 NE1521'AZIMUTH MARK RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT,
 NE1521'FLINT.
 NE1521
 NE1521                          STATION RECOVERY (1980)
 NE1521
 NE1521'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1521'THE STATION, REFERENCE MARKS 1, 2, AND 3 WERE ALL FOUND IN GOOD
 NE1521'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DIRECTIONS AND
 NE1521'DISTANCES WERE NOT CHECKED.  TO REACH AND DESCRIPTION ARE ADEQUATE.
 NE1521
 NE1521                          STATION RECOVERY (1982)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1521'STATION RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'RMS AND AZIMUTH MARK NOT SEARCHED FOR.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE1521
 NE1521                          STATION RECOVERY (1991)
 NE1521
 NE1521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 NE1521'RECOVERED AS DESCRIBED.
 NE1521
 NE1521                          STATION RECOVERY (2001)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1521
 NE1521                          STATION RECOVERY (2005)
 NE1521
 NE1521'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1521'RECOVERED IN GOOD CONDITION.
 NE1521
 NE1521                          STATION RECOVERY (2006)
 NE1521
 NE1521'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE1521'MARK NOT FOUND.
 NE1521
 NE1521                          STATION RECOVERY (2007)
 NE1521
 NE1521'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE1521'THE STATION IS FOUND AS DESCRIBED WITH THE ADDITION OF
 NE1521'12.5 FEET SE TO ELECTRIC METER, 16.3 FEET SW OF FENCE CORNER POST,
 NE1521'17.6 FEET NW OF CORNER OF ASPHALT PARKING, 6 FEET EAST OF AND 70 FEET
 NE1521'SOUTH OF A METAL BUILDING. REFERENCE MARK 1 HAS BEEN PAVED OVER WITH
 NE1521'ASPHALT DRIVE. REFERENCE MARK 2 IS BURIED UNDER FENCE OF RESTROYED
 NE1521'DURING CONSTRUCTION. RECOVERED REFERENCE MARK 3. FOUND STANDARD DISC
 NE1521'IN 1 FOOT DIAMETER CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1512 ***********************************************************************
 NE1512  DESIGNATION -  BISHOP AIRPORT AP STA A
 NE1512  PID         -  NE1512
 NE1512  STATE/COUNTY-  MI/GENESEE
 NE1512  COUNTRY     -  US
 NE1512  USGS QUAD   -  FLINT SOUTH (2017)
 NE1512
 NE1512                         *CURRENT SURVEY CONTROL
 NE1512  ______________________________________________________________________
 NE1512* NAD 83(1994) POSITION- 42 58 09.74916(N) 083 43 58.53356(W)   ADJUSTED
 NE1512* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 NE1512  ______________________________________________________________________
 NE1512  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 NE1512  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 NE1512  HORZ ORDER      -  THIRD
 NE1512
 NE1512.This mark is at Bishop Intl Airport (FNT)
 NE1512
 NE1512.The horizontal coordinates were established by classical geodetic methods
 NE1512.and adjusted by the National Geodetic Survey in February 1997.
 NE1512
 NE1512.The orthometric height was scaled from a topographic map.
 NE1512
 NE1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1512.GEOID18 height accuracy estimate available here.
 NE1512
 NE1512.Click photographs - Photos may exist for this station.
 NE1512
 NE1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1512
 NE1512. The following values were computed from the NAD 83(1994) position.
 NE1512
 NE1512;                    North         East     Units Scale Factor Converg.
 NE1512;SPC MI S     -   163,409.204 4,051,696.239   MT  0.99990796   +0 25 52.6
 NE1512;SPC MI S     -   536,119.44 13,292,966.66   iFT  0.99990796   +0 25 52.6
 NE1512;UTM  17      - 4,761,038.346   277,126.988   MT  1.00021112   -1 51 48.8
 NE1512
 NE1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1512!SPC MI S     -   0.99996881  x   0.99990796  =   0.99987677
 NE1512!UTM  17      -   0.99996881  x   1.00021112  =   1.00017993
 NE1512
 NE1512:                Primary Azimuth Mark                     Grid Az
 NE1512:SPC MI S     -  BISHOP AIRPORT VORTAC                    240 28 56.9
 NE1512:UTM  17      -  BISHOP AIRPORT VORTAC                    242 46 38.3
 NE1512
 NE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7712661038(NAD 83)
 NE1512
 NE1512|---------------------------------------------------------------------|
 NE1512| PID    Reference Object                     Distance      Geod. Az  |
 NE1512|                                                           dddmmss.s |
 NE1512| NE1517 FLINT FISHER BODY CO STACK          APPROX. 4.7 KM 0680513.5 |
 NE1512| NE1515 BISHOP                              405.367 METERS 1745639.6 |
 NE1512| NE1522 BISHOP AIRPORT VORTAC               APPROX. 0.8 KM 2405449.5 |
 NE1512| NE1513 BISHOP AIRPORT ILS GS ANTENNA       APPROX. 1.3 KM 2635236.3 |
 NE1512| NE1520 AIRPORT BCN BISHOP APT FLINT        APPROX. 0.6 KM 3114303.0 |
 NE1512|---------------------------------------------------------------------|
 NE1512
 NE1512                          SUPERSEDED SURVEY CONTROL
 NE1512
 NE1512  NAD 83(1986)-  42 58 09.74729(N)    083 43 58.55989(W) AD(       ) 3
 NE1512  NAD 27      -  42 58 09.64800(N)    083 43 58.71400(W) AD(       ) 3
 NE1512
 NE1512.Superseded values are not recommended for survey control.
 NE1512
 NE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1512.See file dsdata.pdf to determine how the superseded data were derived.
 NE1512
 NE1512_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1512_STAMPING: AP STA A 1959
 NE1512_MARK LOGO: CGS
 NE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1512+STABILITY: SURFACE MOTION
 NE1512
 NE1512  HISTORY     - Date     Condition        Report By
 NE1512  HISTORY     - 1959     MONUMENTED       CGS
 NE1512  HISTORY     - 1965     GOOD             CGS
 NE1512  HISTORY     - 1971     MARK NOT FOUND   NGS
 NE1512  HISTORY     - 1975     MARK NOT FOUND   NGS
 NE1512  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE1512  HISTORY     - 20070619 MARK NOT FOUND   ROWEIN
 NE1512
 NE1512                          STATION DESCRIPTION
 NE1512
 NE1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1512'THE STATION IS LOCATED IN THE
 NE1512'EXTREME SOUTHEAST
 NE1512'CORNER OF THE EAST-WEST
 NE1512'RUNWAY (9-27) OF BISHOP AIRPORT.  IT
 NE1512'IS COUNTER
 NE1512'SUNK IN THE CONCRETE RUNWAY, 0.72 FOOT NORTH OF THE
 NE1512'SOUTH EDGE OF THE
 NE1512'RUNWAY AND 0.72 FOOT WEST OF THE EAST END OF THE RUNWAY.
 NE1512
 NE1512                          STATION RECOVERY (1965)
 NE1512
 NE1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE1512'THIS STATION WAS RECOVERED AS DESCRIBED.
 NE1512
 NE1512                          STATION RECOVERY (1971)
 NE1512
 NE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1512'STATION SEARCHED FOR BUT NOT RECOVERED.
 NE1512'
 NE1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE1512
 NE1512                          STATION RECOVERY (1975)
 NE1512
 NE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1512'STATION DESTROYED DUE TO CONSTRUCTION AND OVERLAY OF RUNWAY.
 NE1512'
 NE1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE1512
 NE1512                          STATION RECOVERY (2005)
 NE1512
 NE1512'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1512'MARK NOT FOUND.
 NE1512
 NE1512                          STATION RECOVERY (2007)
 NE1512
 NE1512'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE1512'THE POINT HAS BEEN DESTROYED DUE TO RECENT RECONSTRUCTION OF RUNWAYS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1524 ***********************************************************************
 NE1524  DESIGNATION -  BISHOP APT STA C
 NE1524  PID         -  NE1524
 NE1524  STATE/COUNTY-  MI/GENESEE
 NE1524  COUNTRY     -  US
 NE1524  USGS QUAD   -  FLINT SOUTH (2017)
 NE1524
 NE1524                         *CURRENT SURVEY CONTROL
 NE1524  ______________________________________________________________________
 NE1524* NAD 83(1994) POSITION- 42 57 48.93848(N) 083 44 29.07878(W)   ADJUSTED
 NE1524* NAVD 88 ORTHO HEIGHT -   100.    (meters)      328.    (feet) SCALED
 NE1524  ______________________________________________________________________
 NE1524  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 NE1524  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 NE1524  HORZ ORDER      -  THIRD
 NE1524
 NE1524.This mark is at Bishop Intl Airport (FNT)
 NE1524
 NE1524.The horizontal coordinates were established by classical geodetic methods
 NE1524.and adjusted by the National Geodetic Survey in February 1997.
 NE1524
 NE1524.The orthometric height was scaled from a topographic map.
 NE1524
 NE1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1524.GEOID18 height accuracy estimate available here.
 NE1524
 NE1524.Click photographs - Photos may exist for this station.
 NE1524
 NE1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1524
 NE1524. The following values were computed from the NAD 83(1994) position.
 NE1524
 NE1524;                    North         East     Units Scale Factor Converg.
 NE1524;SPC MI S     -   162,761.911 4,051,008.890   MT  0.99990782   +0 25 31.8
 NE1524;SPC MI S     -   533,995.77 13,290,711.58   iFT  0.99990782   +0 25 31.8
 NE1524;UTM  17      - 4,760,418.905   276,414.055   MT  1.00021503   -1 52 08.9
 NE1524
 NE1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1524!SPC MI S     -   0.99998967  x   0.99990782  =   0.99989749
 NE1524!UTM  17      -   0.99998967  x   1.00021503  =   1.00020469
 NE1524
 NE1524:                Primary Azimuth Mark                     Grid Az
 NE1524:SPC MI S     -  BISHOP AIRPORT AP STA A                  046 43 08.7
 NE1524:UTM  17      -  BISHOP AIRPORT AP STA A                  049 00 49.4
 NE1524
 NE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7641460418(NAD 83)
 NE1524
 NE1524|---------------------------------------------------------------------|
 NE1524| PID    Reference Object                     Distance      Geod. Az  |
 NE1524|                                                           dddmmss.s |
 NE1524| NE1522 BISHOP AIRPORT VORTAC               273.609 METERS 00543     |
 NE1524| NE1520 AIRPORT BCN BISHOP APT FLINT        APPROX. 1.1 KM 0150906.1 |
 NE1524| NE1512 BISHOP AIRPORT AP STA A             APPROX. 0.9 KM 0470840.5 |
 NE1524| NE1517 FLINT FISHER BODY CO STACK          APPROX. 5.6 KM 0643747.9 |
 NE1524| NE1525 BISHOP SE CORN RNWY 36              APPROX. 0.5 KM 1932236.7 |
 NE1524| NE1513 BISHOP AIRPORT ILS GS ANTENNA       APPROX. 0.8 KM 3100137.8 |
 NE1524| NE0772 ARP                                 357.422 METERS 35444     |
 NE1524|---------------------------------------------------------------------|
 NE1524
 NE1524                          SUPERSEDED SURVEY CONTROL
 NE1524
 NE1524  NAD 83(1986)-  42 57 48.93670(N)    083 44 29.10505(W) AD(       ) 3
 NE1524
 NE1524.Superseded values are not recommended for survey control.
 NE1524
 NE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1524.See file dsdata.pdf to determine how the superseded data were derived.
 NE1524
 NE1524_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1524
 NE1524  HISTORY     - Date     Condition        Report By
 NE1524  HISTORY     - UNK      MONUMENTED       CGS
 NE1524
 NE1524                          STATION DESCRIPTION
 NE1524
 NE1524'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 NE1524'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF FLUSHING, 4.5
 NE1524'MI (7.3 KM) EAST OF SWARTZ CREEK AND 4.3 MI (7.0 KM) SOUTHWEST OF
 NE1524'FLINT AT BISHOP AIRPORT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1523 ***********************************************************************
 NE1523  DESIGNATION -  BISHOP APT STA D
 NE1523  PID         -  NE1523
 NE1523  STATE/COUNTY-  MI/GENESEE
 NE1523  COUNTRY     -  US
 NE1523  USGS QUAD   -  FLINT SOUTH (2017)
 NE1523
 NE1523                         *CURRENT SURVEY CONTROL
 NE1523  ______________________________________________________________________
 NE1523* NAD 83(1994) POSITION- 42 57 49.53045(N) 083 44 28.21006(W)   ADJUSTED
 NE1523* NAVD 88 ORTHO HEIGHT -   100.    (meters)      328.    (feet) SCALED
 NE1523  ______________________________________________________________________
 NE1523  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 NE1523  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 NE1523  HORZ ORDER      -  THIRD
 NE1523
 NE1523.This mark is at Bishop Intl Airport (FNT)
 NE1523
 NE1523.The horizontal coordinates were established by classical geodetic methods
 NE1523.and adjusted by the National Geodetic Survey in February 1997.
 NE1523
 NE1523.The orthometric height was scaled from a topographic map.
 NE1523
 NE1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1523.GEOID18 height accuracy estimate available here.
 NE1523
 NE1523.Click photographs - Photos may exist for this station.
 NE1523
 NE1523.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1523
 NE1523. The following values were computed from the NAD 83(1994) position.
 NE1523
 NE1523;                    North         East     Units Scale Factor Converg.
 NE1523;SPC MI S     -   162,780.323 4,051,028.440   MT  0.99990782   +0 25 32.4
 NE1523;SPC MI S     -   534,056.18 13,290,775.72   iFT  0.99990782   +0 25 32.4
 NE1523;UTM  17      - 4,760,436.524   276,434.333   MT  1.00021492   -1 52 08.3
 NE1523
 NE1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1523!SPC MI S     -   0.99998967  x   0.99990782  =   0.99989749
 NE1523!UTM  17      -   0.99998967  x   1.00021492  =   1.00020458
 NE1523
 NE1523:                Primary Azimuth Mark                     Grid Az
 NE1523:SPC MI S     -  BISHOP AIRPORT AP STA A                  046 43 08.8
 NE1523:UTM  17      -  BISHOP AIRPORT AP STA A                  049 00 49.5
 NE1523
 NE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7643460436(NAD 83)
 NE1523
 NE1523|---------------------------------------------------------------------|
 NE1523| PID    Reference Object                     Distance      Geod. Az  |
 NE1523|                                                           dddmmss.s |
 NE1523| NE1522 BISHOP AIRPORT VORTAC               254.093 METERS 00142     |
 NE1523| NE1520 AIRPORT BCN BISHOP APT FLINT        APPROX. 1.0 KM 0142132.2 |
 NE1523| NE1512 BISHOP AIRPORT AP STA A             APPROX. 0.9 KM 0470841.2 |
 NE1523| NE1517 FLINT FISHER BODY CO STACK          APPROX. 5.6 KM 0644246.8 |
 NE1523| NE1525 BISHOP SE CORN RNWY 36              APPROX. 0.5 KM 1945650.5 |
 NE1523| NE1524 BISHOP APT STA C                     26.858 METERS 22709     |
 NE1523| NE1513 BISHOP AIRPORT ILS GS ANTENNA       APPROX. 0.8 KM 3080509.3 |
 NE1523| NE0772 ARP                                 341.705 METERS 35109     |
 NE1523|---------------------------------------------------------------------|
 NE1523
 NE1523                          SUPERSEDED SURVEY CONTROL
 NE1523
 NE1523  NAD 83(1986)-  42 57 49.52867(N)    083 44 28.23632(W) AD(       ) 3
 NE1523
 NE1523.Superseded values are not recommended for survey control.
 NE1523
 NE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1523.See file dsdata.pdf to determine how the superseded data were derived.
 NE1523
 NE1523
 NE1523  HISTORY     - Date     Condition        Report By
 NE1523  HISTORY     - 1959     MONUMENTED       CGS
 NE1523  HISTORY     - 20070619 MARK NOT FOUND   ROWEIN
 NE1523
 NE1523                          STATION DESCRIPTION
 NE1523
 NE1523'DESCRIBED BY ROWE INCORPORATED 2007 (WFH)
 NE1523'THE POINT HAS BEEN DESTROYED DUE TO RECENT RECONSTRUCTION OF RUNWAYS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0774 ***********************************************************************
 NE0774  DESIGNATION -  BISHOP AZ MK
 NE0774  PID         -  NE0774
 NE0774  STATE/COUNTY-  MI/GENESEE
 NE0774  COUNTRY     -  US
 NE0774  USGS QUAD   -  FLINT SOUTH (2017)
 NE0774
 NE0774                         *CURRENT SURVEY CONTROL
 NE0774  ______________________________________________________________________
 NE0774* NAD 83(1986) POSITION- 42 58 24.     (N) 083 43 57.     (W)   SCALED
 NE0774* NAVD 88 ORTHO HEIGHT -   231.113 (meters)      758.24  (feet) ADJUSTED
 NE0774  ______________________________________________________________________
 NE0774  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 NE0774  DYNAMIC HEIGHT  -        231.053 (meters)      758.05  (feet) COMP
 NE0774  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 NE0774
 NE0774  VERT ORDER      -  FIRST     CLASS II
 NE0774
 NE0774.This mark is at Bishop Intl Airport (FNT)
 NE0774
 NE0774.The horizontal coordinates were scaled from a map and have
 NE0774.an estimated accuracy of +/- 6 seconds.
 NE0774
 NE0774.The orthometric height was determined by differential leveling and
 NE0774.adjusted by the NATIONAL GEODETIC SURVEY
 NE0774.in October 2009.
 NE0774
 NE0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0774.GEOID18 height accuracy estimate available here.
 NE0774
 NE0774.Click photographs - Photos may exist for this station.
 NE0774
 NE0774.The dynamic height is computed by dividing the NAVD 88
 NE0774.geopotential number by the normal gravity value computed on the
 NE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0774.degrees latitude (g = 980.6199 gals.).
 NE0774
 NE0774.The modeled gravity was interpolated from observed gravity values.
 NE0774
 NE0774;                    North         East    Units  Estimated Accuracy
 NE0774;SPC MI S     -   163,850.    4,051,730.      MT  (+/- 180 meters Scaled)
 NE0774
 NE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH771614(NAD 83)
 NE0774
 NE0774                          SUPERSEDED SURVEY CONTROL
 NE0774
 NE0774  NAVD 88 (06/15/91)  231.125  (m)          758.28   (f) SUPERSEDED  2 0
 NE0774  NGVD 29 (??/??/92)  231.274  (m)          758.77   (f) ADJ UNCH    2 0
 NE0774
 NE0774.Superseded values are not recommended for survey control.
 NE0774
 NE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0774.See file dsdata.pdf to determine how the superseded data were derived.
 NE0774
 NE0774_MARKER: DZ = AZIMUTH MARK DISK
 NE0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0774_STAMPING: BISHOP 1943
 NE0774_MARK LOGO: CGS
 NE0774_PROJECTION: FLUSH
 NE0774_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0774+STABILITY: SURFACE MOTION
 NE0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0774+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 NE0774
 NE0774  HISTORY     - Date     Condition        Report By
 NE0774  HISTORY     - 1943     MONUMENTED       CGS
 NE0774  HISTORY     - 1959     GOOD             CGS
 NE0774  HISTORY     - 1965     GOOD             CGS
 NE0774  HISTORY     - 1978     GOOD             NGS
 NE0774  HISTORY     - 19981007 GOOD             WADTRI
 NE0774  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0774  HISTORY     - 20030814 GOOD             ROWEIN
 NE0774  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0774  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0774  HISTORY     - 20070413 GOOD             ROWEIN
 NE0774  HISTORY     - 20080401 GOOD             COLEM
 NE0774  HISTORY     - 20120409 GOOD             ROWEIN
 NE0774
 NE0774                          STATION DESCRIPTION
 NE0774
 NE0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE0774'AZIMUTH MARK IS ON THE SW CORNER OF STATE HIGHWAY 121 AND TORREY ROAD
 NE0774'AND ABOUT 0.55 MILE N OF STATION BISHOP.  IT IS 51.6 FEET S OF THE
 NE0774'CENTER LINE OF HIGHWAY 121, 1.6 FEET N OF THE N BOUNDARY FENCE OF
 NE0774'BISHOP AIRPORT AND 55.6 FEET W OF N-E FENCE CORNER.  THE DISK IS
 NE0774'STAMPED BISHOP 1943.
 NE0774'
 NE0774'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 23 AND
 NE0774'STATE HIGHWAY 121, ABOUT 2.5 MILES S OF THE COURTHOUSE IN THE CITY OF
 NE0774'FLINT, GO W ON STATE HIGHWAY 121 (BISHOP ROAD) FOR 1.95 MILES TO
 NE0774'TORREY ROAD AND AZIMUTH MARK ON THE SW CORNER.
 NE0774
 NE0774                          STATION RECOVERY (1959)
 NE0774
 NE0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NE0774'AT BISHOP AIRPORT.
 NE0774'AT BISHOP AIRPORT, IN THE SW CORNER OF THE INTERSECTION OF
 NE0774'TORREY RD AND BRISTOL RD. (STATE HIGHWAY 121).  51.6 FEET SOUTH
 NE0774'OF THE CENTERLINE OF BRISTOL RD., 1.6 FEET NORTH OF THE NORTH
 NE0774'BOUNDRY FENCE OF BISHOP AIRPORT AND 55.6 FEET WEST OF A NE
 NE0774'FENCE CORNER.
 NE0774
 NE0774                          STATION RECOVERY (1965)
 NE0774
 NE0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NE0774'RECOVERED IN GOOD CONDITION.
 NE0774
 NE0774                          STATION RECOVERY (1978)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 NE0774'THE MARK WAS RECOVERED AS DESCRIBED.
 NE0774'
 NE0774'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE0774'
 NE0774'NEAREST TOWN--FLINT.
 NE0774
 NE0774                          STATION RECOVERY (1998)
 NE0774
 NE0774'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 NE0774'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 NE0774'AZIMUTH MARK IS ON THE SW CORNER OF TORREY ROAD NORTH AND BISHOP ROAD.
 NE0774'IT IS 51.6 FEET (15.7 M) SOUTH OF THE CENTERLINE OF BISHOP ROAD.  THE
 NE0774'BOUNDARY FENCE CALLED FOR IN PREVIOUS DESCRIPTION NO LONGER EXISTS.
 NE0774'POINT IS IN GRASS DITCH NORTHEAST OF FEDERAL EXPRESS LOADING AND
 NE0774'RECEIVING BUILDING AT BISHOP INTERNATIONAL AIRPORT, AND WEST OF FLINT
 NE0774'TOWNSHIP FIRE DEPARTMENT NUMBER 3.
 NE0774
 NE0774                          STATION RECOVERY (2001)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0774
 NE0774                          STATION RECOVERY (2003)
 NE0774
 NE0774'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TBM)
 NE0774'AZIMUTH MARK IS AT THE SW CORNER OF TORREY ROAD NORTH AND BRISTOL
 NE0774'ROAD. THERE IS NOW A COMMERCIAL BILLBOARD 30 FEET SE OF STATION WHICH
 NE0774'MAY AFFECT GPS OBSERVATIONS.
 NE0774
 NE0774                          STATION RECOVERY (2005)
 NE0774
 NE0774'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0774'MARK NOT FOUND.
 NE0774
 NE0774                          STATION RECOVERY (2006)
 NE0774
 NE0774'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0774'MARK NOT FOUND.
 NE0774
 NE0774                          STATION RECOVERY (2007)
 NE0774
 NE0774'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE0774'THE STATION IS FOUND AS DESCRIBED WITH THE ADDITION OF
 NE0774'SOUTHEAST 29.7 FEET TO FACE OF STEEL SIGN COLUMN, EAST 46.5 FEET TO
 NE0774'THE NORTHWEST CORNER OF TRANSFORMER HOUSING, SOUTHWEST 29.2 FEET TO
 NE0774'THE NORTHEAST CORNER OF ASPHALT PARKING LOT. STATION IS 0.3 FEET BELOW
 NE0774'TEH SURFACE. PLACED CARSONITE MARKER 1 FOOT SOUTH.
 NE0774
 NE0774                          STATION RECOVERY (2008)
 NE0774
 NE0774'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE0774'RECOVERED AS DESCRIBED.
 NE0774'
 NE0774'NOTE--NO WITNESS POST RECOVERED.
 NE0774
 NE0774                          STATION RECOVERY (2012)
 NE0774
 NE0774'RECOVERY NOTE BY ROWE INCORPORATED 2012 (MDJ)
 NE0774'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES, CARSONITE POST
 NE0774'FROM 2007 DESCRIPTION IS GONE, EAST 66.7 FT TO THE WEST FACE OF A
 NE0774'POWER POLE, SET MAGNET IN GROUND 1 FT NORTH OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0609 ***********************************************************************
 QK0609  DESIGNATION -  BISMARCK
 QK0609  PID         -  QK0609
 QK0609  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0609  COUNTRY     -  US
 QK0609  USGS QUAD   -  MILLERSBURG (2017)
 QK0609
 QK0609                         *CURRENT SURVEY CONTROL
 QK0609  ______________________________________________________________________
 QK0609* NAD 83(1994) POSITION- 45 21 20.92910(N) 084 00 32.20898(W)   ADJUSTED
 QK0609* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 QK0609  ______________________________________________________________________
 QK0609  GEOID HEIGHT    -        -36.485 (meters)                     GEOID18
 QK0609  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QK0609  HORZ ORDER      -  THIRD
 QK0609
 QK0609.The horizontal coordinates were established by classical geodetic methods
 QK0609.and adjusted by the National Geodetic Survey in February 1997.
 QK0609
 QK0609.The orthometric height was scaled from a topographic map.
 QK0609
 QK0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0609.GEOID18 height accuracy estimate available here.
 QK0609
 QK0609.Click photographs - Photos may exist for this station.
 QK0609
 QK0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0609
 QK0609. The following values were computed from the NAD 83(1994) position.
 QK0609
 QK0609;                    North         East     Units Scale Factor Converg.
 QK0609;SPC MI C     -   226,654.043 6,028,028.141   MT  0.99993859   +0 15 09.7
 QK0609;SPC MI C     -   743,615.63 19,776,995.21   iFT  0.99993859   +0 15 09.7
 QK0609;UTM  16      - 5,026,830.752   734,275.914   MT  1.00027488   +2 07 44.6
 QK0609;UTM  17      - 5,026,883.011   264,322.553   MT  1.00028298   -2 08 30.5
 QK0609
 QK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0609!SPC MI C     -   0.99996700  x   0.99993859  =   0.99990560
 QK0609!UTM  16      -   0.99996700  x   1.00027488  =   1.00024187
 QK0609!UTM  17      -   0.99996700  x   1.00028298  =   1.00024997
 QK0609
 QK0609:                Primary Azimuth Mark                     Grid Az
 QK0609:SPC MI C     -  BRUDER                                   055 17 20.8
 QK0609:UTM  16      -  BRUDER                                   053 24 45.9
 QK0609:UTM  17      -  BRUDER                                   057 41 01.0
 QK0609
 QK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3427526830(NAD 83)
 QK0609
 QK0609|---------------------------------------------------------------------|
 QK0609| PID    Reference Object                     Distance      Geod. Az  |
 QK0609|                                                           dddmmss.s |
 QK0609| QJ0311 BRUDER                              APPROX. 8.3 KM 0553230.5 |
 QK0609| CH1712 BISMARCK RM 1                        26.101 METERS 21256     |
 QK0609| CH1713 BISMARCK RM 2                        26.063 METERS 33637     |
 QK0609| CH1711 BISMARCK AZ MK                                     3555513.1 |
 QK0609|---------------------------------------------------------------------|
 QK0609
 QK0609                          SUPERSEDED SURVEY CONTROL
 QK0609
 QK0609  NAD 83(1986)-  45 21 20.91981(N)    084 00 32.20958(W) AD(       ) 3
 QK0609  NAD 27      -  45 21 20.87600(N)    084 00 32.19400(W) AD(       ) 3
 QK0609
 QK0609.Superseded values are not recommended for survey control.
 QK0609
 QK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0609.See file dsdata.pdf to determine how the superseded data were derived.
 QK0609
 QK0609_MARKER: DS = TRIANGULATION STATION DISK
 QK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0609_STAMPING: BISMARK 1956
 QK0609_MARK LOGO: CGS
 QK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0609+STABILITY: SURFACE MOTION
 QK0609
 QK0609  HISTORY     - Date     Condition        Report By
 QK0609  HISTORY     - 1956     MONUMENTED       CGS
 QK0609  HISTORY     - 20010331 GOOD             NGS
 QK0609
 QK0609                          STATION DESCRIPTION
 QK0609
 QK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0609'THE STATION IS ABOUT 10 MILES SOUTHWEST OF ROGERS CITY, ABOUT 3 MILES
 QK0609'NORTHEAST OF MILLERSBURG, ON A HIGH HEAVILY TIMBERED RIDGE, ON STATE
 QK0609'PROPERTY.  IT IS 20 FEET EAST OF THE CENTERLINE OF A SANDY ROAD, 7
 QK0609'FEET NORTHWEST OF A WHITE WITNESS POST AND 12 FEET NORTH OF A 6 INCH
 QK0609'OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE.  THE MARK PROJECTS
 QK0609'4 INCHES AND THE DISK IS STAMPED BISMARCK 1956.
 QK0609'
 QK0609'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SOUTH EDGE OF
 QK0609'MILLERSBURG, GO NORTH ON PAVED ROAD FOR 0.2 MILE TO A GRAVEL
 QK0609'CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR 0.5 MILE TO
 QK0609'A GRAVEL T ROAD.  TURN LEFT AND GO NORTH AND EAST ON THE GRAVEL ROAD
 QK0609'FOR 1.75 MILES TO A FORK (THIS IS WHERE THE GRAVEL ROAD TURNS SOUTH).
 QK0609'CONTINUE EAST ON A SANDY ROAD FOR 0.45 MILE TO A SANDY ROAD LEFT. TURN
 QK0609'LEFT AND GO NORTH ON THE SANDY ROAD FOR 0.95 MILE TO THE TOP OF THE
 QK0609'RIDGE AND THE MARK ON THE RIGHT.
 QK0609'
 QK0609'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SANDY ROAD
 QK0609'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 QK0609'
 QK0609'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD
 QK0609'AND 25 FEET SOUTH OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 QK0609'EAST SIDE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QK0609'BISMARCK NO 1 1956.
 QK0609'
 QK0609'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD
 QK0609'AND 92 FEET NORTHWEST OF THE WHITE WITNESS POST.  THE MARK PROJECTS 4
 QK0609'INCHES AND THE DISK IS STAMPED BISMARCK NO 2 1956.
 QK0609'
 QK0609'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD,
 QK0609'2 FEET SOUTH OF A WHITE WITNESS POST, 15 FEET SOUTH OF A 10 INCH OAK
 QK0609'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 38 FEET NORTHWEST
 QK0609'OF A 20 INCH PINE TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QK0609'STAMPED BISMARCK 1956.  ABOUT 30 MINUTES WILL BE REQUIRED TO CUT SMALL
 QK0609'TREES TO SEE THE AZIMUTH MARK FROM THE STATION.
 QK0609'
 QK0609'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0609
 QK0609                          STATION RECOVERY (2001)
 QK0609
 QK0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0520 ***********************************************************************
 OJ0520  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0520  DESIGNATION -  BIT A
 OJ0520  PID         -  OJ0520
 OJ0520  STATE/COUNTY-  MI/BAY
 OJ0520  COUNTRY     -  US
 OJ0520  USGS QUAD   -  BAY CITY NE (2017)
 OJ0520
 OJ0520                         *CURRENT SURVEY CONTROL
 OJ0520  ______________________________________________________________________
 OJ0520* NAD 83(1986) POSITION- 43 38 42.     (N) 083 50 48.     (W)   SCALED
 OJ0520* NAVD 88 ORTHO HEIGHT -   177.960 (meters)      583.86  (feet) ADJUSTED
 OJ0520  ______________________________________________________________________
 OJ0520  GEOID HEIGHT    -        -34.632 (meters)                     GEOID18
 OJ0520  DYNAMIC HEIGHT  -        177.925 (meters)      583.74  (feet) COMP
 OJ0520  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 OJ0520
 OJ0520  VERT ORDER      -  FIRST     CLASS 0
 OJ0520
 OJ0520.The horizontal coordinates were scaled from a map and have
 OJ0520.an estimated accuracy of +/- 6 seconds.
 OJ0520
 OJ0520.The orthometric height was determined by differential leveling and
 OJ0520.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0520.in June 1991.
 OJ0520
 OJ0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0520.GEOID18 height accuracy estimate available here.
 OJ0520
 OJ0520.This Water Level Mark is designated as VM 13051
 OJ0520.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0520
 OJ0520.Click photographs - Photos may exist for this station.
 OJ0520
 OJ0520.The dynamic height is computed by dividing the NAVD 88
 OJ0520.geopotential number by the normal gravity value computed on the
 OJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0520.degrees latitude (g = 980.6199 gals.).
 OJ0520
 OJ0520.The modeled gravity was interpolated from observed gravity values.
 OJ0520
 OJ0520;                    North         East    Units  Estimated Accuracy
 OJ0520;SPC MI S     -   238,400.    4,041,960.      MT  (+/- 180 meters Scaled)
 OJ0520
 OJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704363(NAD 83)
 OJ0520
 OJ0520                          SUPERSEDED SURVEY CONTROL
 OJ0520
 OJ0520  NGVD 29 (??/??/92)  178.099  (m)          584.31   (f) ADJ UNCH    1 0
 OJ0520
 OJ0520.Superseded values are not recommended for survey control.
 OJ0520
 OJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0520.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0520
 OJ0520_MARKER: O = CHISELED CIRCLE
 OJ0520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0520_SP_SET: MOORING PAD
 OJ0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0520
 OJ0520  HISTORY     - Date     Condition        Report By
 OJ0520  HISTORY     - 1954     MONUMENTED       USLS
 OJ0520  HISTORY     - 1976     GOOD             NOS
 OJ0520  HISTORY     - 19910823 GOOD             NOS
 OJ0520
 OJ0520                          STATION DESCRIPTION
 OJ0520
 OJ0520'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0520'IN ESSEXVILLE.
 OJ0520'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0520'POWER PLANT, NEAR AN ANGLE IN THE POWER PLANT DOCK FACE, 22 FT.
 OJ0520'WESTERLY OF DOWNSTREAM CONCRETE BASE OF MOORING-BITT NO. 28, ON
 OJ0520'UPSTREAM AND SHOREWARD CORNER OF THE BASE BEING HIGHEST POINT IN A
 OJ0520'SMALL CIRCLE CUT IN THE CONCRETE.
 OJ0520
 OJ0520                          STATION RECOVERY (1991)
 OJ0520
 OJ0520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (MJM)
 OJ0520'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 OJ0520'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 OJ0520'POWER PLANT, NEAR AN ANGLE IN THE POWER PLANT DOCK FACE, 22 FEET (6.7
 OJ0520'M) WESTERLY OF DOWNSTREAM CONCRETE BASE OF MOORING-BITT NO.  28, ON
 OJ0520'UPSTREAM AND SHOREWARD CORNER OF THE BASE, BEING HIGHEST POINT IN A
 OJ0520'SMALL CIRCLE CUT IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI5185 ***********************************************************************
 AI5185  SACS        -  This is a Secondary Airport Control Station.
 AI5185  DESIGNATION -  BIV A
 AI5185  PID         -  AI5185
 AI5185  STATE/COUNTY-  MI/ALLEGAN
 AI5185  COUNTRY     -  US
 AI5185  USGS QUAD   -  HAMILTON WEST (2017)
 AI5185
 AI5185                         *CURRENT SURVEY CONTROL
 AI5185  ______________________________________________________________________
 AI5185* NAD 83(2011) POSITION- 42 44 41.97216(N) 086 05 48.35346(W)   ADJUSTED
 AI5185* NAD 83(2011) ELLIP HT-   173.714 (meters)        (06/27/12)   ADJUSTED
 AI5185* NAD 83(2011) EPOCH   -  2010.00
 AI5185* NAVD 88 ORTHO HEIGHT -   207.11  (meters)      679.5   (feet) GPS OBS
 AI5185  ______________________________________________________________________
 AI5185  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI5185  GEOID HEIGHT    -        -33.416 (meters)                     GEOID99
 AI5185  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 AI5185  NAD 83(2011) X  -    319,348.150 (meters)                     COMP
 AI5185  NAD 83(2011) Y  - -4,680,473.064 (meters)                     COMP
 AI5185  NAD 83(2011) Z  -  4,306,858.313 (meters)                     COMP
 AI5185  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 AI5185
 AI5185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5185  Standards:
 AI5185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5185  -------------------------------------------------------------------
 AI5185  NETWORK    0.52   1.18           0.23   0.19   0.60     -0.01620363
 AI5185  -------------------------------------------------------------------
 AI5185  Click here for local accuracies and other accuracy information.
 AI5185
 AI5185.This mark is at Tulip City Airport (BIV)
 AI5185
 AI5185.The horizontal coordinates were established by GPS observations
 AI5185.and adjusted by the National Geodetic Survey in June 2012.
 AI5185
 AI5185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5185.been affixed to the stable North American tectonic plate. See 
 AI5185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5185
 AI5185.The horizontal coordinates are valid at the epoch date displayed above
 AI5185.which is a decimal equivalence of Year/Month/Day.
 AI5185
 AI5185.The orthometric height was determined by GPS observations and a
 AI5185.high-resolution geoid model.
 AI5185
 AI5185.GPS derived orthometric heights for airport stations designated as
 AI5185.PACS or SACS are published to 2 decimal places.  This maintains
 AI5185.centimeter relative accuracy between the PACS and SACS.  It does
 AI5185.not indicate centimeter accuracy relative to other marks which are
 AI5185.part of the published vertical control network.
 AI5185
 AI5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5185.GEOID18 height accuracy estimate available here.
 AI5185
 AI5185.Click photographs - Photos may exist for this station.
 AI5185
 AI5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5185
 AI5185.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5185
 AI5185.The ellipsoidal height was determined by GPS observations
 AI5185.and is referenced to NAD 83.
 AI5185
 AI5185. The following values were computed from the NAD 83(2011) position.
 AI5185
 AI5185;                    North         East     Units Scale Factor Converg.
 AI5185;SPC MI S     -   139,745.574 3,858,366.860   MT  0.99990985   -1 10 38.6
 AI5185;SPC MI S     -   458,482.85 12,658,683.92   iFT  0.99990985   -1 10 38.6
 AI5185;UTM  16      - 4,732,892.767   573,925.178   MT  0.99966723   +0 36 47.1
 AI5185
 AI5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5185!SPC MI S     -   0.99997276  x   0.99990985  =   0.99988261
 AI5185!UTM  16      -   0.99997276  x   0.99966723  =   0.99964000
 AI5185
 AI5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7392532892(NAD 83)
 AI5185
 AI5185                          SUPERSEDED SURVEY CONTROL
 AI5185
 AI5185  NAD 83(2007)-  42 44 41.97228(N)    086 05 48.35456(W) AD(2002.00) 0
 AI5185  ELLIP H (02/10/07)  173.744  (m)                       GP(2002.00)    
 AI5185  ELLIP H (09/30/02)  173.750  (m)                       GP(       ) 3 2
 AI5185  NAD 83(1994)-  42 44 41.97211(N)    086 05 48.35493(W) AD(       ) 1
 AI5185  ELLIP H (05/11/00)  173.774  (m)                       GP(       ) 3 2
 AI5185
 AI5185.Superseded values are not recommended for survey control.
 AI5185
 AI5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5185.See file dsdata.pdf to determine how the superseded data were derived.
 AI5185
 AI5185_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5185_STAMPING: BIV A 1999
 AI5185_MARK LOGO: NGS
 AI5185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5185+STABILITY: SURFACE MOTION
 AI5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5185+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AI5185
 AI5185  HISTORY     - Date     Condition        Report By
 AI5185  HISTORY     - 1999     MONUMENTED       NGS
 AI5185  HISTORY     - 20000731 GOOD             NGS
 AI5185
 AI5185                          STATION DESCRIPTION
 AI5185
 AI5185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI5185'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND AT THE
 AI5185'TULIP CITY AIRPORT, NEAR THE EAST END OF THE AIRFIELD, IN THE GRASS
 AI5185'MEDIAN BETWEEN RUNWAY END 26 AND THE PARALLEL TAXI, ALONG THE WEST
 AI5185'SIDE OF THE CONNECTOR TAXI, AND NEAR THE HIGHEST POINT ON THE
 AI5185'AIRFIELD.  OWNERSHIP--TULIP CITY AIRPORT, INC., 1581 SOUTH WASHINGTON
 AI5185'AVENUE, HOLLAND, MI 49423.  AIRPORT MANAGER IS RONALD LEDUMA.  PHONE
 AI5185'616-392-7831, FAX 616-392-1841.  TO REACH FROM THE OVERPASS AT THE
 AI5185'JUNCTION OF INTERSTATE HIGHWAY 196 AND STATE HIGHWAY 40 (ABOUT 4.8 KM
 AI5185'(3.00 MI) SOUTHEAST OF HOLLAND) , GO NORTHWEST ON HIGHWAY 40 FOR 0.3
 AI5185'KM (0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTHWEST, THEN WEST,
 AI5185'ON 144TH AVENUE AND 64TH STREET FOR 3.8 KM (2.35 MI) TO A PAVED
 AI5185'CROSSROAD.  TURN RIGHT, NORTH, ON WASHINGTON AVENUE FOR 0.6 KM (0.35
 AI5185'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, FOR 30 M (98.4 FT) ON
 AI5185'THE AIRPORT ENTRANCE ROAD TO A PARKING LOT ON THE RIGHT.  TURN RIGHT,
 AI5185'SOUTH, ACROSS THE PARKING LOT FOR 0.1 KM (0.05 MI) TO THE OFFICE ON
 AI5185'THE RIGHT AND A PAVED ROAD LEFT.  TURN LEFT, EAST, ON THE ROAD FOR 60
 AI5185'M (196.8 FT) TO THE APRON.  TURN RIGHT, SOUTH, ACROSS THE APRON AND
 AI5185'ALONG A CONNECTOR TAXI FOR 0.1 KM (0.05 MI) TO THE PARALLEL TAXI.
 AI5185'TURN LEFT, EAST, ALONG THE PARALLEL TAXI FOR 1.40 KM (0.85 MI) TO THE
 AI5185'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 AI5185'CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS 64.5 M (211.6 FT)
 AI5185'NORTH OF THE NORTH EDGE OF THE RUNWAY, 48.7 M (159.8 FT) WEST OF THE
 AI5185'CENTER OF THE CONNECTOR TAXI CENTER AT THE STOP LINE AND ON THE
 AI5185'EXTENDED CENTER OF THE STOP LINE, 41.0 M (134.5 FT) SOUTH OF THE
 AI5185'PARALLEL TAXI CENTER, AND 34.8 M (114.2 FT) SOUTH OF THE EXTENDED
 AI5185'SOUTH EDGE OF THE TAXI.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AI5185'STATION (SACS) .
 AI5185
 AI5185                          STATION RECOVERY (2000)
 AI5185
 AI5185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5185'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH6853 ***********************************************************************
 DH6853  SACS        -  This is a Secondary Airport Control Station.
 DH6853  DESIGNATION -  BIV B
 DH6853  PID         -  DH6853
 DH6853  STATE/COUNTY-  MI/ALLEGAN
 DH6853  COUNTRY     -  US
 DH6853  USGS QUAD   -  HAMILTON WEST (2017)
 DH6853
 DH6853                         *CURRENT SURVEY CONTROL
 DH6853  ______________________________________________________________________
 DH6853* NAD 83(2011) POSITION- 42 44 32.78696(N) 086 07 12.08494(W)   ADJUSTED
 DH6853* NAD 83(2011) ELLIP HT-   178.946 (meters)        (06/27/12)   ADJUSTED
 DH6853* NAD 83(2011) EPOCH   -  2010.00
 DH6853* NAVD 88 ORTHO HEIGHT -   212.36  (meters)      696.7   (feet) GPS OBS
 DH6853  ______________________________________________________________________
 DH6853  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH6853  GEOID HEIGHT    -        -33.365 (meters)                     GEOID03
 DH6853  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 DH6853  NAD 83(2011) X  -    317,461.402 (meters)                     COMP
 DH6853  NAD 83(2011) Y  - -4,680,798.086 (meters)                     COMP
 DH6853  NAD 83(2011) Z  -  4,306,653.705 (meters)                     COMP
 DH6853  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 DH6853
 DH6853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6853  Standards:
 DH6853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6853  -------------------------------------------------------------------
 DH6853  NETWORK    0.58   1.16           0.25   0.22   0.59      0.06666849
 DH6853  -------------------------------------------------------------------
 DH6853  Click here for local accuracies and other accuracy information.
 DH6853
 DH6853.This mark is at Tulip City Airport (BIV)
 DH6853
 DH6853.The horizontal coordinates were established by GPS observations
 DH6853.and adjusted by the National Geodetic Survey in June 2012.
 DH6853
 DH6853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6853.been affixed to the stable North American tectonic plate. See 
 DH6853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6853
 DH6853.The horizontal coordinates are valid at the epoch date displayed above
 DH6853.which is a decimal equivalence of Year/Month/Day.
 DH6853
 DH6853.The orthometric height was determined by GPS observations and a
 DH6853.high-resolution geoid model.
 DH6853
 DH6853.GPS derived orthometric heights for airport stations designated as
 DH6853.PACS or SACS are published to 2 decimal places.  This maintains
 DH6853.centimeter relative accuracy between the PACS and SACS.  It does
 DH6853.not indicate centimeter accuracy relative to other marks which are
 DH6853.part of the published vertical control network.
 DH6853
 DH6853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6853.GEOID18 height accuracy estimate available here.
 DH6853
 DH6853.Click photographs - Photos may exist for this station.
 DH6853
 DH6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6853
 DH6853.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6853
 DH6853.The ellipsoidal height was determined by GPS observations
 DH6853.and is referenced to NAD 83.
 DH6853
 DH6853. The following values were computed from the NAD 83(2011) position.
 DH6853
 DH6853;                    North         East     Units Scale Factor Converg.
 DH6853;SPC MI S     -   139,501.617 3,856,457.173   MT  0.99990996   -1 11 35.6
 DH6853;SPC MI S     -   457,682.47 12,652,418.55   iFT  0.99990996   -1 11 35.6
 DH6853;UTM  16      - 4,732,589.335   572,024.510   MT  0.99966382   +0 35 50.2
 DH6853
 DH6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6853!SPC MI S     -   0.99997194  x   0.99990996  =   0.99988190
 DH6853!UTM  16      -   0.99997194  x   0.99966382  =   0.99963577
 DH6853
 DH6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7202432589(NAD 83)
 DH6853
 DH6853                          SUPERSEDED SURVEY CONTROL
 DH6853
 DH6853  NAD 83(2007)-  42 44 32.78707(N)    086 07 12.08604(W) AD(2002.00) 0
 DH6853  ELLIP H (02/10/07)  178.976  (m)                       GP(2002.00)    
 DH6853  NAD 83(1994)-  42 44 32.78688(N)    086 07 12.08634(W) AD(       ) 1
 DH6853  ELLIP H (08/31/05)  178.984  (m)                       GP(       ) 4 1
 DH6853
 DH6853.Superseded values are not recommended for survey control.
 DH6853
 DH6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6853.See file dsdata.pdf to determine how the superseded data were derived.
 DH6853
 DH6853_MARKER: DD = SURVEY DISK
 DH6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6853_STAMPING: BIV B 2005
 DH6853_MARK LOGO: WOOLPT
 DH6853_PROJECTION: FLUSH
 DH6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6853+STABILITY: SURFACE MOTION
 DH6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6853+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DH6853
 DH6853  HISTORY     - Date     Condition        Report By
 DH6853  HISTORY     - 20050601 MONUMENTED       WOOLPT
 DH6853
 DH6853                          STATION DESCRIPTION
 DH6853
 DH6853'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH6853'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND, AT THE
 DH6853'TULIP CITY AIRPORT, ON  A GRASSY KNOLL ABOUT 67 M NORTHWEST OF THE
 DH6853'WEST END OF TAXIWAY -A- AND 19.5 M SOUTH OF  THE CENTERLINE OF A
 DH6853'PRIVATE ROAD. OWNERSHIP-TULIP CITY AIRPORT, 1581 WASHINGTON AVENUE,
 DH6853'HOLLAND, MI 49423. AIRPORT MANAGER IS RONALD LUDEMA, PHONE
 DH6853'616-392-7831. THE AIRPORT  MANAGER SHOULD BE CONTACTED AT LEAST 24
 DH6853'HOURS IN ADVANCE FOR ACCESS.
 DH6853'
 DH6853'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196
 DH6853'AND STATE  HIGHWAY 40 (EXIT 49), ON THE SOUTHEAST SIDE OF HOLLAND, GO
 DH6853'NORTHWEST ON HIGHWAY 40 FOR  0.30 KM (0.20 MI) TO A PAVED ROAD LEFT.
 DH6853'TURN LEFT, WEST, ON 144TH AVENUE (BECOMES 64TH  AVENUE) FOR 3.84 KM
 DH6853'(2.40 MI) TO A CROSSROAD. TURN RIGHT, NORTH, ON BLUE STAR HIGHWAY
 DH6853'(WASHINGTON AVENUE) FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD
 DH6853'ON THE RIGHT, JUST  BEFORE REACHING A CURVE. TURN RIGHT, EAST, ON
 DH6853'PAVED LANE FOR 0.10 KM (0.05 MI) TO A PARKING  LOT ENTRANCE ON THE
 DH6853'RIGHT AT LARGE HANGAR. TURN RIGHT, SOUTH, THROUGH PARKING LOT FOR
 DH6853'0.08 KM (0.05 MI) TO THE AIRPORT OFFICE IN BROWN BUILDING. TURN LEFT,
 DH6853'EAST, AND THEN RIGHT,  SOUTH, ONTO APRON FOR 0.16 KM (0.10 MI) TO THE
 DH6853'TAXIWAY INTERSECTION. TURN RIGHT, WEST, ON  THE TAXIWAY FOR 0.32 KM
 DH6853'(0.20 MI) TO THE STATION ON THE RIGHT.
 DH6853'
 DH6853'THE STATION IS A 3.5 INCH DIAMETER BRONZE DISK STAMPED --BIV B
 DH6853'2005--SET INTO THE TOP OF A 12  INCH DIAMETER 48 INCH DEEP CONCRETE
 DH6853'POST RECESSED 6 CM BELOW GROUND. THE STATION IS  S 60 DEGREES E
 DH6853'(MAGNETIC BEARING) 15.7 M (51.5 FT) FROM THE TOP NUT OF A FIRE
 DH6853'HYDRANT, S 72  DEGREES W  (MAGNETIC BEARING) 46.5 M (152.4 FT) FROM
 DH6853'THE SOUTH END OF A 10 INCH CORRUGATED PLASTIC  PIPE AND 19.5 M (63.7
 DH6853'FT) SOUTH OF THE CENTERLINE OF A PAVED PRIVATE ROAD (PROPERTY OF
 DH6853'JOHNSON CONTROLS).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH6854 ***********************************************************************
 DH6854  SACS        -  This is a Secondary Airport Control Station.
 DH6854  DESIGNATION -  BIV C
 DH6854  PID         -  DH6854
 DH6854  STATE/COUNTY-  MI/ALLEGAN
 DH6854  COUNTRY     -  US
 DH6854  USGS QUAD   -  HAMILTON WEST (2017)
 DH6854
 DH6854                         *CURRENT SURVEY CONTROL
 DH6854  ______________________________________________________________________
 DH6854* NAD 83(2011) POSITION- 42 44 43.93376(N) 086 05 44.14631(W)   ADJUSTED
 DH6854* NAD 83(2011) ELLIP HT-   174.026 (meters)        (06/27/12)   ADJUSTED
 DH6854* NAD 83(2011) EPOCH   -  2010.00
 DH6854* NAVD 88 ORTHO HEIGHT -   207.43  (meters)      680.5   (feet) GPS OBS
 DH6854  ______________________________________________________________________
 DH6854  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH6854  GEOID HEIGHT    -        -33.354 (meters)                     GEOID03
 DH6854  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 DH6854  NAD 83(2011) X  -    319,440.835 (meters)                     COMP
 DH6854  NAD 83(2011) Y  - -4,680,425.788 (meters)                     COMP
 DH6854  NAD 83(2011) Z  -  4,306,902.978 (meters)                     COMP
 DH6854  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DH6854
 DH6854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6854  Standards:
 DH6854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6854  -------------------------------------------------------------------
 DH6854  NETWORK    0.58   1.16           0.25   0.22   0.59      0.06247903
 DH6854  -------------------------------------------------------------------
 DH6854  Click here for local accuracies and other accuracy information.
 DH6854
 DH6854.This mark is at Tulip City Airport (BIV)
 DH6854
 DH6854.The horizontal coordinates were established by GPS observations
 DH6854.and adjusted by the National Geodetic Survey in June 2012.
 DH6854
 DH6854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6854.been affixed to the stable North American tectonic plate. See 
 DH6854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6854
 DH6854.The horizontal coordinates are valid at the epoch date displayed above
 DH6854.which is a decimal equivalence of Year/Month/Day.
 DH6854
 DH6854.The orthometric height was determined by GPS observations and a
 DH6854.high-resolution geoid model.
 DH6854
 DH6854.GPS derived orthometric heights for airport stations designated as
 DH6854.PACS or SACS are published to 2 decimal places.  This maintains
 DH6854.centimeter relative accuracy between the PACS and SACS.  It does
 DH6854.not indicate centimeter accuracy relative to other marks which are
 DH6854.part of the published vertical control network.
 DH6854
 DH6854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6854.GEOID18 height accuracy estimate available here.
 DH6854
 DH6854.Click photographs - Photos may exist for this station.
 DH6854
 DH6854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6854
 DH6854.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6854
 DH6854.The ellipsoidal height was determined by GPS observations
 DH6854.and is referenced to NAD 83.
 DH6854
 DH6854. The following values were computed from the NAD 83(2011) position.
 DH6854
 DH6854;                    North         East     Units Scale Factor Converg.
 DH6854;SPC MI S     -   139,804.121 3,858,463.760   MT  0.99990983   -1 10 35.7
 DH6854;SPC MI S     -   458,674.94 12,659,001.84   iFT  0.99990983   -1 10 35.7
 DH6854;UTM  16      - 4,732,954.298   574,020.178   MT  0.99966741   +0 36 50.0
 DH6854
 DH6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6854!SPC MI S     -   0.99997271  x   0.99990983  =   0.99988254
 DH6854!UTM  16      -   0.99997271  x   0.99966741  =   0.99964013
 DH6854
 DH6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7402032954(NAD 83)
 DH6854
 DH6854                          SUPERSEDED SURVEY CONTROL
 DH6854
 DH6854  NAD 83(2007)-  42 44 43.93387(N)    086 05 44.14741(W) AD(2002.00) 0
 DH6854  ELLIP H (02/10/07)  174.056  (m)                       GP(2002.00)    
 DH6854  NAD 83(1994)-  42 44 43.93368(N)    086 05 44.14771(W) AD(       ) 1
 DH6854  ELLIP H (08/31/05)  174.064  (m)                       GP(       ) 4 1
 DH6854
 DH6854.Superseded values are not recommended for survey control.
 DH6854
 DH6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6854.See file dsdata.pdf to determine how the superseded data were derived.
 DH6854
 DH6854_MARKER: DD = SURVEY DISK
 DH6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6854_STAMPING: BIV C 2005
 DH6854_MARK LOGO: WOOLPT
 DH6854_PROJECTION: FLUSH
 DH6854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6854+STABILITY: SURFACE MOTION
 DH6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6854+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DH6854
 DH6854  HISTORY     - Date     Condition        Report By
 DH6854  HISTORY     - 20050601 MONUMENTED       WOOLPT
 DH6854
 DH6854                          STATION DESCRIPTION
 DH6854
 DH6854'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH6854'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND, AT THE
 DH6854'TULIP CITY AIRPORT, ON  A GRASSY KNOLL ABOUT 67 M NORTHWEST OF THE
 DH6854'WEST END OF TAXIWAY -A- AND 19.5 M SOUTH OF  THE CENTERLINE OF A
 DH6854'PRIVATE ROAD. OWNERSHIP-TULIP CITY AIRPORT, 1581 WASHINGTON AVENUE,
 DH6854'HOLLAND, MI 49423. AIRPORT MANAGER IS RONALD LUDEMA, PHONE
 DH6854'616-392-7831. THE AIRPORT  MANAGER SHOULD BE CONTACTED AT LEAST 24
 DH6854'HOURS IN ADVANCE FOR ACCESS. AN ESCORT IS  REQUIRED TO ACCESS THIS
 DH6854'STATION.
 DH6854'
 DH6854'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196
 DH6854'AND STATE  HIGHWAY 40 (EXIT 49), ON THE SOUTHEAST SIDE OF HOLLAND, GO
 DH6854'NORTHWEST ON HIGHWAY 40 FOR  0.30 KM (0.20 MI) TO A PAVED ROAD LEFT.
 DH6854'TURN LEFT, WEST, ON 144TH AVENUE (BECOMES 64TH  AVENUE) FOR 3.84 KM
 DH6854'(2.40 MI) TO A CROSSROAD. TURN RIGHT, NORTH, ON BLUE STAR HIGHWAY
 DH6854'(WASHINGTON AVENUE) FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD
 DH6854'ON THE RIGHT, JUST  BEFORE REACHING A CURVE. TURN RIGHT, EAST, ON
 DH6854'PAVED LANE FOR 0.10 KM (0.05 MI) TO A PARKING  LOT ENTRANCE ON THE
 DH6854'RIGHT AT LARGE HANGAR. TURN RIGHT, SOUTH, THROUGH PARKING LOT FOR
 DH6854'0.08 KM (0.05 MI) TO THE AIRPORT OFFICE IN BROWN BUILDING. TURN LEFT,
 DH6854'EAST, AND THEN RIGHT,  SOUTH, ONTO APRON FOR 0.16 KM (0.10 MI) TO THE
 DH6854'TAXIWAY INTERSECTION. TURN LEFT, EAST, ON  THE TAXIWAY FOR 1.52 KM
 DH6854'(0.95 MI) TO THE STATION ON THE LEFT.
 DH6854'
 DH6854'THE STATION IS A 3.5 INCH DIAMETER BRONZE DISK STAMPED --BIV C
 DH6854'2005--SET INTO THE TOP OF A 12  INCH DIAMETER 48 INCH DEEP CONCRETE
 DH6854'POST RECESSED 4 CM BELOW GROUND. THE STATION IS  S 65 DEGREES E
 DH6854'(MAGNETIC BEARING) 52.5 M (172.4 FT) FROM THE NORTHEAST CORNER OF
 DH6854'TAXIWAY  -A-, N 40 DEGREES E (MAGNETIC BEARING) 58.4 M (191.5 FT) FROM
 DH6854'THE NORTHEAST CORNER OF A  CONCRETE BASE FOR A SIGN (HOLD SHORT RWY
 DH6854'26), S 50 DEGREES E (MAGNETIC BEARING) 90.3 M  (296.3 FT) FROM THE
 DH6854'EAST END OF A 15 INCH CORRUGATED PLASTIC PIPE AND S 30 DEGREES E 119.5
 DH6854'M  (392.1 FT) OF THE SOUTHEAST FENCE CORNER FOR THE AIRPORT WEATHER
 DH6854'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0619 ***********************************************************************
 RM0619  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RM0619  DESIGNATION -  BLACK
 RM0619  PID         -  RM0619
 RM0619  STATE/COUNTY-  MI/GOGEBIC
 RM0619  COUNTRY     -  US
 RM0619  USGS QUAD   -  BLACK RIVER HARBOR (2017)
 RM0619
 RM0619                         *CURRENT SURVEY CONTROL
 RM0619  ______________________________________________________________________
 RM0619* NAD 83(1994) POSITION- 46 40 02.32212(N) 090 02 52.78770(W)   ADJUSTED
 RM0619* NAVD 88 ORTHO HEIGHT -   185.16  (+/-2cm)      607.5   (feet) VERTCON3
 RM0619  ______________________________________________________________________
 RM0619  GEOID HEIGHT    -        -30.710 (meters)                     GEOID18
 RM0619  LAPLACE CORR    -          4.30  (seconds)                    DEFLEC18
 RM0619  HORZ ORDER      -  SECOND
 RM0619  VERT ORDER      -  THIRD ? (See Below)
 RM0619
 RM0619.The horizontal coordinates were established by classical geodetic methods
 RM0619.and adjusted by the National Geodetic Survey in February 1997.
 RM0619
 RM0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0619
 RM0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0619.GEOID18 height accuracy estimate available here.
 RM0619
 RM0619.The vertical order pertains to the NGVD 29 superseded value.
 RM0619
 RM0619.This Water Level Mark is designated as VM 23879
 RM0619.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RM0619
 RM0619.Click photographs - Photos may exist for this station.
 RM0619
 RM0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0619
 RM0619. The following values were computed from the NAD 83(1994) position.
 RM0619
 RM0619;                    North         East     Units Scale Factor Converg.
 RM0619;SPC MI N     -   213,878.948 7,766,821.518   MT  0.99992504   -2 12 11.0
 RM0619;SPC MI N     -   701,702.59 25,481,697.89   iFT  0.99992504   -2 12 11.0
 RM0619;UTM  15      - 5,172,427.857   725,811.317   MT  1.00022679   +2 08 53.3
 RM0619;UTM  16      - 5,172,707.758   266,846.149   MT  1.00026822   -2 13 05.0
 RM0619
 RM0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0619!SPC MI N     -   0.99997579  x   0.99992504  =   0.99990083
 RM0619!UTM  15      -   0.99997579  x   1.00022679  =   1.00020257
 RM0619!UTM  16      -   0.99997579  x   1.00026822  =   1.00024400
 RM0619
 RM0619:                Primary Azimuth Mark                     Grid Az
 RM0619:SPC MI N     -  PRESQUE ISLE                             052 24 44.0
 RM0619:UTM  15      -  PRESQUE ISLE                             048 03 39.7
 RM0619:UTM  16      -  PRESQUE ISLE                             052 25 38.0
 RM0619
 RM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2581172427(NAD 83)
 RM0619
 RM0619|---------------------------------------------------------------------|
 RM0619| PID    Reference Object                     Distance      Geod. Az  |
 RM0619|                                                           dddmmss.s |
 RM0619| RL1657 PRESQUE ISLE                        APPROX. 7.0 KM 0501233.0 |
 RM0619| RM0617 A 133 PT A                          223.994 METERS 14355     |
 RM0619| RM0068 A 133                               234.119 METERS 14355     |
 RM0619| CJ2265 BLACK RM 1                           10.977 METERS 17913     |
 RM0619| CJ2266 BLACK RM 2                           11.238 METERS 27315     |
 RM0619|---------------------------------------------------------------------|
 RM0619
 RM0619                          SUPERSEDED SURVEY CONTROL
 RM0619
 RM0619  NAD 83(1991)-  46 40 02.32256(N)    090 02 52.78654(W) AD(       ) 2
 RM0619  NAD 83(1986)-  46 40 02.31674(N)    090 02 52.78168(W) AD(       ) 2
 RM0619  NAD 27      -  46 40 02.51141(N)    090 02 52.15145(W) AD(       ) 2
 RM0619  NGVD 29             185.20   (m)          607.6    (f) LEVELING    3  
 RM0619
 RM0619.Superseded values are not recommended for survey control.
 RM0619
 RM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0619.See file dsdata.pdf to determine how the superseded data were derived.
 RM0619
 RM0619_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0619_STAMPING: BLACK 1978
 RM0619_MARK LOGO: NGS
 RM0619_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0619+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RM0619
 RM0619  HISTORY     - Date     Condition        Report By
 RM0619  HISTORY     - 1978     MONUMENTED       NGS
 RM0619  HISTORY     - 1986     GOOD
 RM0619  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0619  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0619  HISTORY     - 20151103 GOOD             INDIV
 RM0619
 RM0619                          STATION DESCRIPTION
 RM0619
 RM0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0619'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF IRONWOOD, 13
 RM0619'MILES NORTH OF BESSEMER, AND AT THE MOUTH OF THE BLACK RIVER IN BLACK
 RM0619'RIVER PARK ON PROPERTY OF THE U.S. FOREST SERVICE.  PERMISSION FOR THE
 RM0619'STATION GRANTED BY MR. DAVE TUCCI, FOREST RANGER, BESSEMER RANGER
 RM0619'STATION, BESSEMER, MICHIGAN 49911.
 RM0619'
 RM0619'TO REACH FROM THE INTERSECTION OF CLOVERLAND AVENUE (U.S. HIGHWAY 2)
 RM0619'AND NORTH LAKE ROAD AT THE SIGNAL LIGHT IN IRONWOOD, GO NORTH ON NORTH
 RM0619'LAKE ROAD FOR 4 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON PAVED
 RM0619'ROAD, PASSING THE GOGEBIC COUNTY AIRPORT, FOR 2.85 MILES TO A T-ROAD.
 RM0619'TURN LEFT AS PER SIGN, BLACK RIVER PARK, AND GO NORTHERLY FOR 4.95
 RM0619'MILES TO A FORK, RIGHT FORK LEADING TO COPPER PEAK SKI LIFT. KEEP THE
 RM0619'LEFT FORK ON MAIN HIGHWAY FOR 6.5 MILES TO MAIN PARKING AREA, END OF
 RM0619'TRUCK TRAVEL, AND AN ASPHALT WALKWAY TO A FOOT BRIDGE.  A 133, USED AS
 RM0619'AN AZIMUTH MARK, IS IN THE SOUTHWEST CONCRETE BRIDGE ANCHOR FOR THE
 RM0619'SOUTHWEST CABLE SUPPORT FOR THE FOOT BRIDGE.  CROSS BRIDGE AND PACK
 RM0619'NORTHWEST FOR ABOUT 0.15 MILE TO THE STATION DIRECTLY BENEATH A STEEL
 RM0619'TOWER WIND SOCK.
 RM0619'
 RM0619'THE STATION IS A STANDARD NGS DISK STAMPED---BLACK 1978---, WELDED TO
 RM0619'THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 2 INCHES ABOVE THE
 RM0619'GROUND.  IT IS 41.5 FEET SOUTH FROM THE EDGE OF THE WATER AND 6.0 FEET
 RM0619'SOUTHEAST FROM A METAL WITNESS POST.
 RM0619'
 RM0619'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED---BLACK NO 1 1978---,
 RM0619'WELDED TO THE TOP OF A 2-INCH GALVAINZED PIPE THAT PROJECTS 5 INCHES
 RM0619'ABOVE THE GROUND.  IT IS 75.5 FEET SOUTH FROM THE EDGE OF THE WATER
 RM0619'AND 41.0 FEET SOUTH FROM A METAL WITNESS POST.
 RM0619'
 RM0619'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED---BLACK NO 2 1978---,
 RM0619'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 5 INCHES
 RM0619'ABOVE THE GROUND.  IT IS 33.0 FEET WEST FROM A METAL WITNESS POST AND
 RM0619'27.0 FEET SOUTH FROM THE EDGE OF THE WATER.
 RM0619'
 RM0619'AZIMUTH MARK IS A STANDARD CGS BENCH MARK DISK STAMPED
 RM0619'---A 133 1948---, SET INTO A DRILL HOLE IN A 4 BY 4-FOOT CONCRETE FOOT
 RM0619'BRIDGE ANCHOR PROJECTING 15 INCHES ABOVE THE GROUND.  IT IS 53.5 FEET
 RM0619'SOUTH FROM THE FOOT BRIDGE AND 5.0 FEET EAST FROM THE CENTER OF THE
 RM0619'WALKWAY.
 RM0619'
 RM0619'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 RM0619
 RM0619                          STATION RECOVERY (1986)
 RM0619
 RM0619'RECOVERED 1986
 RM0619'RECOVERED IN GOOD CONDITION.
 RM0619
 RM0619                          STATION RECOVERY (1992)
 RM0619
 RM0619'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0619'MARK NOT FOUND.
 RM0619
 RM0619                          STATION RECOVERY (2002)
 RM0619
 RM0619'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0619'MARK NOT FOUND.
 RM0619
 RM0619                          STATION RECOVERY (2015)
 RM0619
 RM0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (MAN)
 RM0619'THE STATION IS LOCATED UNDER A METAL TOWER WITH FENCE WRAPPED AROUND
 RM0619'THE BOTTOM.  33.7 FEET NNW OF A 14 INCH DECIDUOUS TREE AND 36.0 FEET
 RM0619'NORTH OF REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0628 ***********************************************************************
 QK0628  DESIGNATION -  BLACK
 QK0628  PID         -  QK0628
 QK0628  STATE/COUNTY-  MI/CHEBOYGAN
 QK0628  COUNTRY     -  US
 QK0628  USGS QUAD   -  HANGORE HEIGHTS (2017)
 QK0628
 QK0628                         *CURRENT SURVEY CONTROL
 QK0628  ______________________________________________________________________
 QK0628* NAD 83(1994) POSITION- 45 29 34.66707(N) 084 21 01.90044(W)   ADJUSTED
 QK0628* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 QK0628  ______________________________________________________________________
 QK0628  GEOID HEIGHT    -        -36.064 (meters)                     GEOID18
 QK0628  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 QK0628  HORZ ORDER      -  THIRD
 QK0628
 QK0628.The horizontal coordinates were established by classical geodetic methods
 QK0628.and adjusted by the National Geodetic Survey in February 1997.
 QK0628
 QK0628.The orthometric height was scaled from a topographic map.
 QK0628
 QK0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0628.GEOID18 height accuracy estimate available here.
 QK0628
 QK0628.Click photographs - Photos may exist for this station.
 QK0628
 QK0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0628
 QK0628. The following values were computed from the NAD 83(1994) position.
 QK0628
 QK0628;                    North         East     Units Scale Factor Converg.
 QK0628;SPC MI C     -   241,834.369 6,001,261.480   MT  0.99995871   +0 00 41.0
 QK0628;SPC MI C     -   793,419.85 19,689,178.08   iFT  0.99995871   +0 00 41.0
 QK0628;UTM  16      - 5,041,129.495   707,019.388   MT  1.00012695   +1 53 24.6
 QK0628
 QK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0628!SPC MI C     -   0.99997400  x   0.99995871  =   0.99993271
 QK0628!UTM  16      -   0.99997400  x   1.00012695  =   1.00010094
 QK0628
 QK0628:                Primary Azimuth Mark                     Grid Az
 QK0628:SPC MI C     -  BLACK AZ MK                              176 48 48.1
 QK0628:UTM  16      -  BLACK AZ MK                              174 56 04.5
 QK0628
 QK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0701941129(NAD 83)
 QK0628
 QK0628|---------------------------------------------------------------------|
 QK0628| PID    Reference Object                     Distance      Geod. Az  |
 QK0628|                                                           dddmmss.s |
 QK0628| CH1715 BLACK RM 1                           23.658 METERS 17142     |
 QK0628| CH1714 BLACK AZ MK                                        1764929.1 |
 QK0628| CH1716 BLACK RM 2                           24.275 METERS 27827     |
 QK0628|---------------------------------------------------------------------|
 QK0628
 QK0628                          SUPERSEDED SURVEY CONTROL
 QK0628
 QK0628  NAD 83(1986)-  45 29 34.65837(N)    084 21 01.90150(W) AD(       ) 3
 QK0628  NAD 27      -  45 29 34.62100(N)    084 21 01.80200(W) AD(       ) 3
 QK0628
 QK0628.Superseded values are not recommended for survey control.
 QK0628
 QK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0628.See file dsdata.pdf to determine how the superseded data were derived.
 QK0628
 QK0628_MARKER: DS = TRIANGULATION STATION DISK
 QK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0628_STAMPING: BLACK 1956
 QK0628_MARK LOGO: CGS
 QK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0628+STABILITY: SURFACE MOTION
 QK0628
 QK0628  HISTORY     - Date     Condition        Report By
 QK0628  HISTORY     - 1956     MONUMENTED       CGS
 QK0628
 QK0628                          STATION DESCRIPTION
 QK0628
 QK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0628'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF ONAWAY, 11 MILES
 QK0628'SOUTHEAST OF CHEYBOYGAN, 1-1/2 MILES WEST OF BLACK LAKE, ON PROPERTY
 QK0628'OWNED BY MR. KETCHABAW, WHO LIVES IN THE FIRST HOUSE SOUTH OF THE
 QK0628'STATION.  IT IS 45 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 10
 QK0628'FEET WEST OF A WIRE FENCE, 17 FEET SOUTHWEST OF A FENCE CORNER AND 3
 QK0628'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 QK0628'THE DISK IS STAMPED BLACK 1956.
 QK0628'
 QK0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 QK0628'HIGHWAY 33, GO SOUTHERLY ON HIGHWAY 33 FOR 7.0 MILES TO A CROSSROAD
 QK0628'WITH A SCHOOLHOUSE IN THE NORTHWEST ANGLE.  TURN LEFT AND GO EAST ON A
 QK0628'GRAVEL ROAD FOR 4.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 QK0628'0.5 MILE TO THE STATION ON THE RIGHT.
 QK0628'
 QK0628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 QK0628'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 QK0628'
 QK0628'REFERENCE MARK 1 IS 34 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 QK0628'25 FEET NORTH OF A POWER LINE POLE AND 1 FOOT WEST OF A WIRE FENCE.
 QK0628'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLACK NO 1 1956.
 QK0628'
 QK0628'REFERENCE MARK 2 IS 3 FEET SOUTH OF A CLUSTER OF 7 SMALL MAPLE TREES,
 QK0628'79 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 QK0628'THE MARK IS FLUSH AND THE DISK IS STAMPED BLACK NO 2 1956.
 QK0628'
 QK0628'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 QK0628'2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A WHITE
 QK0628'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0628'BLACK 1956.
 QK0628'
 QK0628'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1098 ***********************************************************************
 RJ1098  DESIGNATION -  BLACK
 RJ1098  PID         -  RJ1098
 RJ1098  STATE/COUNTY-  MI/CHIPPEWA
 RJ1098  COUNTRY     -  US
 RJ1098  USGS QUAD   -  RACO (2017)
 RJ1098
 RJ1098                         *CURRENT SURVEY CONTROL
 RJ1098  ______________________________________________________________________
 RJ1098* NAD 83(1994) POSITION- 46 15 41.72383(N) 084 42 25.73659(W)   ADJUSTED
 RJ1098* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 RJ1098  ______________________________________________________________________
 RJ1098  GEOID HEIGHT    -        -35.966 (meters)                     GEOID18
 RJ1098  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 RJ1098  HORZ ORDER      -  SECOND
 RJ1098
 RJ1098.The horizontal coordinates were established by classical geodetic methods
 RJ1098.and adjusted by the National Geodetic Survey in February 1997.
 RJ1098
 RJ1098.The orthometric height was scaled from a topographic map.
 RJ1098
 RJ1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1098.GEOID18 height accuracy estimate available here.
 RJ1098
 RJ1098.Click photographs - Photos may exist for this station.
 RJ1098
 RJ1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1098
 RJ1098. The following values were computed from the NAD 83(1994) position.
 RJ1098
 RJ1098;                    North         East     Units Scale Factor Converg.
 RJ1098;SPC MI N     -   166,855.446 8,176,731.136   MT  0.99990292   +1 39 26.1
 RJ1098;SPC MI N     -   547,426.00 26,826,545.72   iFT  0.99990292   +1 39 26.1
 RJ1098;UTM  16      - 5,125,667.736   676,700.217   MT  0.99998382   +1 39 25.3
 RJ1098
 RJ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1098!SPC MI N     -   0.99997224  x   0.99990292  =   0.99987517
 RJ1098!UTM  16      -   0.99997224  x   0.99998382  =   0.99995606
 RJ1098
 RJ1098:                Primary Azimuth Mark                     Grid Az
 RJ1098:SPC MI N     -  BLACK AZ MK                              009 13 18.1
 RJ1098:UTM  16      -  BLACK AZ MK                              009 13 18.9
 RJ1098
 RJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7670025667(NAD 83)
 RJ1098
 RJ1098|---------------------------------------------------------------------|
 RJ1098| PID    Reference Object                     Distance      Geod. Az  |
 RJ1098|                                                           dddmmss.s |
 RJ1098| CH1717 BLACK AZ MK                                        0105244.2 |
 RJ1098| RJ1097 KINROSS LOOKOUT TOWER               APPROX.15.0 KM 0813827.2 |
 RJ1098| RJ1053 KINCHELOE AFB NORTH WATER TANK      APPROX.20.1 KM 0855024.0 |
 RJ1098| RJ1055 KINCHELOE AFB SOUTH WATER TANK      APPROX.18.4 KM 0892316.5 |
 RJ1098| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX.19.2 KM 0950255.6 |
 RJ1098| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX.10.2 KM 1030151.9 |
 RJ1098| CH1718 BLACK RM 1                           22.971 METERS 11706     |
 RJ1098| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.13.1 KM 2064749.9 |
 RJ1098| CH1719 BLACK RM 2                           21.644 METERS 22935     |
 RJ1098| RJ1122 RACO AFB WATER TANK                 APPROX.12.4 KM 3213621.1 |
 RJ1098| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.12.4 KM 3321746.1 |
 RJ1098|---------------------------------------------------------------------|
 RJ1098
 RJ1098                          SUPERSEDED SURVEY CONTROL
 RJ1098
 RJ1098  NAD 83(1986)-  46 15 41.71712(N)    084 42 25.73272(W) AD(       ) 2
 RJ1098  NAD 27      -  46 15 41.65315(N)    084 42 25.53435(W) AD(       ) 2
 RJ1098
 RJ1098.Superseded values are not recommended for survey control.
 RJ1098
 RJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1098.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1098
 RJ1098_MARKER: DS = TRIANGULATION STATION DISK
 RJ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1098_STAMPING: BLACK 1965
 RJ1098_MARK LOGO: CGS
 RJ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1098+STABILITY: SURFACE MOTION
 RJ1098
 RJ1098  HISTORY     - Date     Condition        Report By
 RJ1098  HISTORY     - 1965     MONUMENTED       CGS
 RJ1098
 RJ1098                          STATION DESCRIPTION
 RJ1098
 RJ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1098'STATION IS ABOUT 6 MILES NORTHWEST OF RUDYARD, 4 MILES NORTH-NORTHEAST
 RJ1098'OF FIBRE, 3-3/4 MILES NORTH-NORTHWEST OF DRYBURG, IN SECTION 29, T.
 RJ1098'45 N., R. 3 W., AND ON PROPERTY OWNED BY THE MARQUETTE NATIONAL
 RJ1098'FOREST.
 RJ1098'
 RJ1098'TO REACH THE STATION FROM THE POST OFFICE, JUST SOUTH OF A RAILROAD
 RJ1098'CROSSING IN FIBRE, GO NORTH AND EAST ON A PAVED ROAD FOR 0.65 MILE TO
 RJ1098'A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.5 MILES
 RJ1098'TO A CROSSROAD.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.15 MILES TO A
 RJ1098'DRIVEWAY ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 RJ1098'EASTERLY ON THE TRACK ROAD FOR 0.45 MILE TO A TRACK ROAD ON THE LEFT.*
 RJ1098'CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO 2 TRIANGULAR
 RJ1098'BLAZES ON A 6 INCH TREE ON THE RIGHT AND THE STATION ON THE LEFT.
 RJ1098'
 RJ1098'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A TRACK ROAD
 RJ1098'FOR 0.3 MILE TO A TWO-STORY FRAMED HOUSE ON THE RIGHT AND THE AZIMUTH
 RJ1098'MARK ON THE LEFT, JUST SOUTH OF THE REMAINS OF AN OLD BARN.
 RJ1098'
 RJ1098'STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1965.  THE SURFACE DISK
 RJ1098'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 36
 RJ1098'FEET NORTH OF THE 6 INCH TREE WITH THE TRIANGULAR BLAZES, 27 FEET
 RJ1098'SOUTHWEST OF AN 8 INCH PINE TREE, 26 FEET NORTH OF THE CENTER OF THE
 RJ1098'TRACK ROAD, 22 FEET SOUTHEAST OF A 6 INCH PINE TREE, 15 FEET NORTHWEST
 RJ1098'OF A 6 INCH PINE TREE, AND 6 FEET NORTHWEST OF A METAL WITNESS POST.
 RJ1098'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES
 RJ1098'BELOW THE SURFACE OF THE GROUND.
 RJ1098'
 RJ1098'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACK NO 1 1965, IS SET
 RJ1098'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 32 FEET
 RJ1098'EAST-SOUTHEAST OF A 6-INCH TREE, 31 FEET SOUTHEAST OF THE CENTER OF
 RJ1098'THE TRACK ROAD, 20 FEET SOUTH OF AN 8 INCH PINE TREE, 14 FEET
 RJ1098'NORTHEAST OF AN 8 INCH PINE TREE, AND 4 FEET SOUTHWEST OF A 4 INCH
 RJ1098'TREE.
 RJ1098'
 RJ1098'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACK NO 2 1965, IS SET
 RJ1098'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 18 FEET
 RJ1098'SOUTH OF THE CENTER OF THE TRACK ROAD, 15 FEET NORTHWEST OF AN 8 INCH
 RJ1098'PINE TREE, 11 FEET NORTHEAST OF AN 8 INCH PINE TREE, AND 6 FEET
 RJ1098'NORTHEAST OF A 6 INCH PINE TREE.
 RJ1098'
 RJ1098'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1965, IS SET IN A ROUND
 RJ1098'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 196 FEET NORTHWEST
 RJ1098'OF THE NORTHWEST CORNER OF THE FRAMED HOUSE, 45 FEET WEST OF THE
 RJ1098'CENTER OF THE TRACK ROAD, AND 1.8 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0943 ***********************************************************************
 OJ0943  DESIGNATION -  BLACKS
 OJ0943  PID         -  OJ0943
 OJ0943  STATE/COUNTY-  MI/LAPEER
 OJ0943  COUNTRY     -  US
 OJ0943  USGS QUAD   -  IMLAY CITY (2017)
 OJ0943
 OJ0943                         *CURRENT SURVEY CONTROL
 OJ0943  ______________________________________________________________________
 OJ0943* NAD 83(1994) POSITION- 43 00 22.19138(N) 083 05 11.33045(W)   ADJUSTED
 OJ0943* NAVD 88 ORTHO HEIGHT -   258.61  (+/-2cm)      848.5   (feet) VERTCON3
 OJ0943  ______________________________________________________________________
 OJ0943  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 OJ0943  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 OJ0943  HORZ ORDER      -  FIRST
 OJ0943  VERT ORDER      -  THIRD ? (See Below)
 OJ0943
 OJ0943.The horizontal coordinates were established by classical geodetic methods
 OJ0943.and adjusted by the National Geodetic Survey in February 1997.
 OJ0943
 OJ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0943
 OJ0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0943.GEOID18 height accuracy estimate available here.
 OJ0943
 OJ0943.The vertical order pertains to the NGVD 29 superseded value.
 OJ0943
 OJ0943.Click photographs - Photos may exist for this station.
 OJ0943
 OJ0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0943
 OJ0943. The following values were computed from the NAD 83(1994) position.
 OJ0943
 OJ0943;                    North         East     Units Scale Factor Converg.
 OJ0943;SPC MI S     -   168,094.762 4,104,363.660   MT  0.99990911   +0 52 16.3
 OJ0943;SPC MI S     -   551,492.00 13,465,760.04   iFT  0.99990911   +0 52 16.3
 OJ0943;UTM  17      - 4,763,611.723   329,948.722   MT  0.99995575   -1 25 24.5
 OJ0943
 OJ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0943!SPC MI S     -   0.99996490  x   0.99990911  =   0.99987401
 OJ0943!UTM  17      -   0.99996490  x   0.99995575  =   0.99992065
 OJ0943
 OJ0943:                Primary Azimuth Mark                     Grid Az
 OJ0943:SPC MI S     -  BLACKS AZ MK                             032 10 16.8
 OJ0943:UTM  17      -  BLACKS AZ MK                             034 27 57.6
 OJ0943
 OJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2994863611(NAD 83)
 OJ0943
 OJ0943|---------------------------------------------------------------------|
 OJ0943| PID    Reference Object                     Distance      Geod. Az  |
 OJ0943|                                                           dddmmss.s |
 OJ0943| OJ0942 IMLAY CITY MUN TANK                 APPROX. 2.4 KM 0271404.5 |
 OJ0943| OJ0951 BLACKS AZ MK                        APPROX. 1.0 KM 0330233.1 |
 OJ0943| OJ0661 TT 20 B                              40.275 METERS 12513     |
 OJ0943| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 8.5 KM 2182625.3 |
 OJ0943| CH0818 BLACKS RM 1                          26.066 METERS 35338     |
 OJ0943|---------------------------------------------------------------------|
 OJ0943
 OJ0943                          SUPERSEDED SURVEY CONTROL
 OJ0943
 OJ0943  NAD 83(1986)-  43 00 22.18625(N)    083 05 11.36135(W) AD(       ) 1
 OJ0943  NAD 27      -  43 00 22.08694(N)    083 05 11.58756(W) AD(       ) 1
 OJ0943  NGVD 29             258.74   (m)          848.9    (f) LEVELING    3  
 OJ0943
 OJ0943.Superseded values are not recommended for survey control.
 OJ0943
 OJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0943.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0943
 OJ0943_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0943_STAMPING: BLACKS 1977
 OJ0943_MARK LOGO: NGS
 OJ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0943+STABILITY: SURFACE MOTION
 OJ0943
 OJ0943  HISTORY     - Date     Condition        Report By
 OJ0943  HISTORY     - 1977     MONUMENTED       NGS
 OJ0943  HISTORY     - 19970524 GOOD             USPSQD
 OJ0943
 OJ0943                          STATION DESCRIPTION
 OJ0943
 OJ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0943'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHEAST OF DRYDEN,
 OJ0943'1-1/2 MILES SOUTH-SOUTHWEST OF IMLAY CITY, 1 MILE WEST OF
 OJ0943'STATE HIGHWAY 53, IN THE SOUTHEAST CORNER OF SECTION 19,
 OJ0943'T 7 N, R 12 E, IN THE NORTHWEST ANGLE OF AN INTERSECTION
 OJ0943'FORMED BY BLACKS CORNERS ROAD AND NEWARK ROAD, AT THE
 OJ0943'SOUTHEAST CORNER OF A SERIES OF WATER TREATMENT PONDS, ON
 OJ0943'PROPERTY OF THE VLASTIC FOODS INCORPORATED COMPANY, PHONE
 OJ0943'313-724-2715, IMLAY CITY.
 OJ0943'
 OJ0943'TO REACH THE STATION FROM THE IMLAY CITY POST OFFICE, GO EAST
 OJ0943'ON EAST THIRD STREET FOR 0.1 MILE TO ITS JUNCTION WITH CEDAR
 OJ0943'STREET (HIGHWAY 53).  TURN RIGHT, SOUTH, ON CEDAR STREET FOR
 OJ0943'0.65 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON BORLAND ROAD
 OJ0943'FOR 0.25 MILE TO A CROSSROAD.  CONTINUE WEST ON BORLAND ROAD
 OJ0943'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT (AREA IS BEING
 OJ0943'SUBDIVIDED FOR A HOUSING DEVELOPMENT AT THIS TIME).
 OJ0943'CONTINUE WEST ON BORLAND ROAD FOR 0.35 MILE TO A T-ROAD.
 OJ0943'TURN LEFT, SOUTH, ON BLACKS CORNERS ROAD FOR 0.5 MILE TO A
 OJ0943'CROSSROAD AND THE STATION ON THE RIGHT.
 OJ0943'
 OJ0943'STATION MARKS, STAMPED---BLACKS 1977---, ARE STANDARD DISKS.
 OJ0943'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 OJ0943'MONUMENT FLUSH WITH THE GROUND.  IT IS 55.5 FEET NORTH OF THE
 OJ0943'CENTER OF NEWARK ROAD, 49 FEET WEST OF THE CENTER OF BLACKS
 OJ0943'CORNERS ROAD, 32.5 FEET NORTHWEST OF A SMALL UTILITY POLE,
 OJ0943'28.0 FEET NORTHEAST OF CHAIN LINK FENCE CORNER, AND 4.9 FEET
 OJ0943'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0943'THE TOP OF AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 OJ0943'
 OJ0943'REFERENCE MARK 1, STAMPED---BLACKS NO 1 1977---, IS A
 OJ0943'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 OJ0943'IS 1 INCH BELOW GROUND.  IT IS 105 FEET NORTH-NORTHEAST OF THE
 OJ0943'FENCE CORNER, 54 FEET WEST OF THE CENTER OF BLACKS CORNERS
 OJ0943'ROAD, 14.8 FEET EAST-SOUTHEAST OF THE ELEVENTH FENCE POST
 OJ0943'NORTH OF THE FENCE CORNER, 14.0 FEET EAST OF THE FENCE, AND
 OJ0943'2.0 FEET SOUTH OF A METAL WITNESS POST.
 OJ0943'
 OJ0943'TT 20 B, STAMPED---TT 20 B 1942 894 FEET---, IS A U.S.
 OJ0943'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
 OJ0943'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS ON
 OJ0943'A 6-FOOT DIAMETER GRASSY MOUND PROJECTING 1 FOOT, 87.5 FEET
 OJ0943'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 58 FEET
 OJ0943'EAST OF THE CENTER OF BLACKS CORNERS ROAD, 47.3 FEET EAST-
 OJ0943'NORTHEAST OF A UTILITY POLE WITH JUNCTION BOX L 402 T4, 28.5
 OJ0943'FEET SOUTH OF THE CENTER OF NEWARK ROAD, 14.5 FEET WEST OF A
 OJ0943'6-INCH ASPEN TREE, AND 1 FOOT WEST-SOUTHWEST OF A METAL
 OJ0943'WITNESS POST.
 OJ0943'
 OJ0943'AZIMUTH MARK, STAMPED---BLACKS 1977---, IS A STANDARD DISK
 OJ0943'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 OJ0943'WITH THE GROUND.  IT IS 141 FEET EAST OF THE CENTER OF A
 OJ0943'STREET (UNDER CONSTRUCTION), 115 FEET WEST OF THE CENTER OF
 OJ0943'A STREET (UNDER CONSTRUCTION), 46.5 FEET NORTH OF THE CENTER
 OJ0943'OF BORLAND ROAD, 11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0943'OF A GROUND TRANSFORMER UNIT, 10.5 FEET EAST OF UTILITY POLE
 OJ0943'F 105, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 OJ0943'
 OJ0943'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0943'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.4 METERS.
 OJ0943'DESCRIBED BY G.R.HEID.
 OJ0943
 OJ0943                          STATION RECOVERY (1997)
 OJ0943
 OJ0943'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0951 ***********************************************************************
 OJ0951  DESIGNATION -  BLACKS AZ MK
 OJ0951  PID         -  OJ0951
 OJ0951  STATE/COUNTY-  MI/LAPEER
 OJ0951  COUNTRY     -  US
 OJ0951  USGS QUAD   -  IMLAY CITY (2017)
 OJ0951
 OJ0951                         *CURRENT SURVEY CONTROL
 OJ0951  ______________________________________________________________________
 OJ0951* NAD 83(1994) POSITION- 43 00 50.06011(N) 083 04 46.62686(W)   ADJUSTED
 OJ0951* NAVD 88 ORTHO HEIGHT -   253.1   (meters)      830.    (feet) VERTCON3
 OJ0951  ______________________________________________________________________
 OJ0951  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 OJ0951  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 OJ0951  HORZ ORDER      -  SECOND
 OJ0951
 OJ0951.The horizontal coordinates were established by classical geodetic methods
 OJ0951.and adjusted by the National Geodetic Survey in February 1997.
 OJ0951
 OJ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0951
 OJ0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0951.GEOID18 height accuracy estimate available here.
 OJ0951
 OJ0951.Click photographs - Photos may exist for this station.
 OJ0951
 OJ0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0951
 OJ0951. The following values were computed from the NAD 83(1994) position.
 OJ0951
 OJ0951;                    North         East     Units Scale Factor Converg.
 OJ0951;SPC MI S     -   168,963.118 4,104,909.886   MT  0.99990940   +0 52 33.1
 OJ0951;SPC MI S     -   554,340.94 13,467,552.12   iFT  0.99990940   +0 52 33.1
 OJ0951;UTM  17      - 4,764,457.549   330,529.306   MT  0.99995333   -1 25 08.4
 OJ0951
 OJ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0951!SPC MI S     -   0.99996577  x   0.99990940  =   0.99987517
 OJ0951!UTM  17      -   0.99996577  x   0.99995333  =   0.99991910
 OJ0951
 OJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3052964457(NAD 83)
 OJ0951
 OJ0951                          SUPERSEDED SURVEY CONTROL
 OJ0951
 OJ0951  NAD 83(1986)-  43 00 50.05491(N)    083 04 46.65762(W) AD(       ) 2
 OJ0951  NAD 27      -  43 00 49.95583(N)    083 04 46.88469(W) AD(       ) 2
 OJ0951  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0951
 OJ0951.Superseded values are not recommended for survey control.
 OJ0951
 OJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0951.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0951
 OJ0951_MARKER: DZ = AZIMUTH MARK DISK
 OJ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0951_STAMPING: BLACKS 1977
 OJ0951_MARK LOGO: NGS
 OJ0951_PROJECTION: FLUSH
 OJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0951+STABILITY: SURFACE MOTION
 OJ0951
 OJ0951  HISTORY     - Date     Condition        Report By
 OJ0951  HISTORY     - 1977     MONUMENTED       NGS
 OJ0951  HISTORY     - 19970524 GOOD             USPSQD
 OJ0951
 OJ0951                          STATION DESCRIPTION
 OJ0951
 OJ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0951'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHEAST OF DRYDEN,
 OJ0951'1-1/2 MILES SOUTH-SOUTHWEST OF IMLAY CITY, 1 MILE WEST OF
 OJ0951'STATE HIGHWAY 53.
 OJ0951'
 OJ0951'TO REACH THE STATION FROM THE IMLAY CITY POST OFFICE, GO EAST
 OJ0951'ON EAST THIRD STREET FOR 0.1 MILE TO ITS JUNCTION WITH CEDAR
 OJ0951'STREET (HIGHWAY 53).  TURN RIGHT, SOUTH, ON CEDAR STREET FOR
 OJ0951'0.65 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON BORLAND ROAD
 OJ0951'FOR 0.25 MILE TO A CROSSROAD.  CONTINUE WEST ON BORLAND ROAD
 OJ0951'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT (AREA IS BEING
 OJ0951'SUBDIVIDED FOR A HOUSING DEVELOPMENT AT THIS TIME).
 OJ0951'
 OJ0951'AZIMUTH MARK, STAMPED---BLACKS 1977---, IS A STANDARD DISK
 OJ0951'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 OJ0951'WITH THE GROUND.  IT IS 141 FEET EAST OF THE CENTER OF A
 OJ0951'STREET (UNDER CONSTRUCTION), 115 FEET WEST OF THE CENTER OF
 OJ0951'A STREET (UNDER CONSTRUCTION), 46.5 FEET NORTH OF THE CENTER
 OJ0951'OF BORLAND ROAD, 11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0951'OF A GROUND TRANSFORMER UNIT, 10.5 FEET EAST OF UTILITY POLE
 OJ0951'F 105, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 OJ0951'
 OJ0951'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION BLACKS.
 OJ0951'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0951'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 OJ0951'DESCRIBED BY G.R.HEID.
 OJ0951
 OJ0951                          STATION RECOVERY (1997)
 OJ0951
 OJ0951'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0782 ***********************************************************************
 RJ0782  DESIGNATION -  BLAIN
 RJ0782  PID         -  RJ0782
 RJ0782  STATE/COUNTY-  MI/CHIPPEWA
 RJ0782  COUNTRY     -  US
 RJ0782  USGS QUAD   -  PAYMENT (2017)
 RJ0782
 RJ0782                         *CURRENT SURVEY CONTROL
 RJ0782  ______________________________________________________________________
 RJ0782* NAD 83(1994) POSITION- 46 31 38.76052(N) 084 09 05.09377(W)   ADJUSTED
 RJ0782* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 RJ0782  ______________________________________________________________________
 RJ0782  GEOID HEIGHT    -        -36.764 (meters)                     GEOID18
 RJ0782  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 RJ0782  HORZ ORDER      -  THIRD
 RJ0782
 RJ0782.The horizontal coordinates were established by classical geodetic methods
 RJ0782.and adjusted by the National Geodetic Survey in February 1997.
 RJ0782
 RJ0782.The orthometric height was scaled from a topographic map.
 RJ0782
 RJ0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0782.GEOID18 height accuracy estimate available here.
 RJ0782
 RJ0782.Click photographs - Photos may exist for this station.
 RJ0782
 RJ0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0782
 RJ0782. The following values were computed from the NAD 83(1994) position.
 RJ0782
 RJ0782;                    North         East     Units Scale Factor Converg.
 RJ0782;SPC MI N     -   197,773.580 8,218,488.455   MT  0.99991175   +2 03 32.1
 RJ0782;SPC MI N     -   648,863.45 26,963,544.80   iFT  0.99991175   +2 03 32.1
 RJ0782;SPC MI C     -   356,850.663 6,016,519.860   MT  1.00029732   +0 09 07.4
 RJ0782;SPC MI C     - 1,170,769.89 19,739,238.39   iFT  1.00029732   +0 09 07.4
 RJ0782;UTM  16      - 5,156,594.335   718,462.657   MT  1.00018668   +2 04 05.0
 RJ0782
 RJ0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0782!SPC MI N     -   0.99997692  x   0.99991175  =   0.99988867
 RJ0782!SPC MI C     -   0.99997692  x   1.00029732  =   1.00027423
 RJ0782!UTM  16      -   0.99997692  x   1.00018668  =   1.00016359
 RJ0782
 RJ0782:                Primary Azimuth Mark                     Grid Az
 RJ0782:SPC MI N     -  SINJIN IBC 1943                          280 32 11.9
 RJ0782:SPC MI C     -  SINJIN IBC 1943                          282 26 36.6
 RJ0782:UTM  16      -  SINJIN IBC 1943                          280 31 39.0
 RJ0782
 RJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1846256594(NAD 83)
 RJ0782
 RJ0782|---------------------------------------------------------------------|
 RJ0782| PID    Reference Object                     Distance      Geod. Az  |
 RJ0782|                                                           dddmmss.s |
 RJ0782| RJ0780 BASSAWA  IBC 1943                   385.420 METERS 00545     |
 RJ0782| RJ0781 PAYMENT CHURCH CROSS                 13.372 METERS 10649     |
 RJ0782| RJ0787 SINJIN IBC 1943                     APPROX. 0.9 KM 2823544.0 |
 RJ0782| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      APPROX. 0.8 KM 2903210.7 |
 RJ0782|---------------------------------------------------------------------|
 RJ0782
 RJ0782                          SUPERSEDED SURVEY CONTROL
 RJ0782
 RJ0782  NAD 83(1986)-  46 31 38.75387(N)    084 09 05.10553(W) AD(       ) 3
 RJ0782  NAD 27      -  46 31 38.66700(N)    084 09 04.99500(W) AD(       ) 3
 RJ0782
 RJ0782.Superseded values are not recommended for survey control.
 RJ0782
 RJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0782.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0782
 RJ0782_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0782_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0782_MARK LOGO: IBC
 RJ0782_PROJECTION: RECESSED 5 CENTIMETERS
 RJ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0782
 RJ0782  HISTORY     - Date     Condition        Report By
 RJ0782  HISTORY     - 1943     MONUMENTED       IBC
 RJ0782  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0782
 RJ0782                          STATION DESCRIPTION
 RJ0782
 RJ0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0782'NEAR PAYMENT CHURCH (ST MARYS), S OF ROAD, 1/2 MILE W OF VILLAGE OF
 RJ0782'PAYMENT, AND 250 FEET S OF RIVER.  IT IS 50 FEET S OF ROAD, 6 FEET N
 RJ0782'OF FENCE, 33.7 FEET FROM NW CORNER OF CHURCH, S 66 DEG 25 MIN E,
 RJ0782'67.65 FEET FROM SW CORNER OF CHURCH, S 40 DEG 19 MIN E,
 RJ0782'AND 26.15 FEET FROM SHALLOW 1/2-INCH DRILL HOLE
 RJ0782'IN LARGE BLACK ROCK IN STONE PILE, N 21 DEG 26 MIN W.
 RJ0782'
 RJ0782'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0782'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0782'2 INCHES BELOW SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUND - HEADED
 RJ0782'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10
 RJ0782'INCHES LONG SET 2 FEET UNDERGROUND.
 RJ0782
 RJ0782                          STATION RECOVERY (1958)
 RJ0782
 RJ0782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0782'NOT RECOVERED BUT PROBABLY O K.  GROUND HAS BEEN CHANGED AND MARKS
 RJ0782'COVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1226 ***********************************************************************
 RJ1226  DESIGNATION -  BLANEY
 RJ1226  PID         -  RJ1226
 RJ1226  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1226  COUNTRY     -  US
 RJ1226  USGS QUAD   -  BLANEY PARK (2017)
 RJ1226
 RJ1226                         *CURRENT SURVEY CONTROL
 RJ1226  ______________________________________________________________________
 RJ1226* NAD 83(1994) POSITION- 46 05 07.87109(N) 085 54 16.94901(W)   ADJUSTED
 RJ1226* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 RJ1226  ______________________________________________________________________
 RJ1226  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 RJ1226  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 RJ1226  HORZ ORDER      -  SECOND
 RJ1226
 RJ1226.The horizontal coordinates were established by classical geodetic methods
 RJ1226.and adjusted by the National Geodetic Survey in February 1997.
 RJ1226
 RJ1226.The orthometric height was scaled from a topographic map.
 RJ1226
 RJ1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1226.GEOID18 height accuracy estimate available here.
 RJ1226
 RJ1226.Click photographs - Photos may exist for this station.
 RJ1226
 RJ1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1226
 RJ1226. The following values were computed from the NAD 83(1994) position.
 RJ1226
 RJ1226;                    North         East     Units Scale Factor Converg.
 RJ1226;SPC MI N     -   145,315.359 8,084,703.704   MT  0.99990889   +0 47 30.0
 RJ1226;SPC MI N     -   476,756.43 26,524,618.45   iFT  0.99990889   +0 47 30.0
 RJ1226;UTM  16      - 5,104,132.494   584,680.045   MT  0.99968815   +0 47 20.6
 RJ1226
 RJ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1226!SPC MI N     -   0.99996943  x   0.99990889  =   0.99987833
 RJ1226!UTM  16      -   0.99996943  x   0.99968815  =   0.99965759
 RJ1226
 RJ1226:                Primary Azimuth Mark                     Grid Az
 RJ1226:SPC MI N     -  BLANEY AZ MK                             347 21 46.2
 RJ1226:UTM  16      -  BLANEY AZ MK                             347 21 55.6
 RJ1226
 RJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8468004132(NAD 83)
 RJ1226
 RJ1226|---------------------------------------------------------------------|
 RJ1226| PID    Reference Object                     Distance      Geod. Az  |
 RJ1226|                                                           dddmmss.s |
 RJ1226| RJ1227 GAGNON                              APPROX.14.6 KM 0043541.2 |
 RJ1226| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX. 3.9 KM 0602032.7 |
 RJ1226| RJ1225 BLANEY RM 1                          14.812 METERS 27516     |
 RJ1226| CH1720 BLANEY AZ MK                                       3480916.2 |
 RJ1226| CH1721 BLANEY RM 2                          24.596 METERS 35724     |
 RJ1226|---------------------------------------------------------------------|
 RJ1226
 RJ1226                          SUPERSEDED SURVEY CONTROL
 RJ1226
 RJ1226  NAD 83(1986)-  46 05 07.86518(N)    085 54 16.94603(W) AD(       ) 2
 RJ1226  NAD 27      -  46 05 07.93549(N)    085 54 16.51945(W) AD(       ) 2
 RJ1226
 RJ1226.Superseded values are not recommended for survey control.
 RJ1226
 RJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1226.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1226
 RJ1226_MARKER: DS = TRIANGULATION STATION DISK
 RJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1226_STAMPING: BLANEY 1965
 RJ1226_MARK LOGO: CGS
 RJ1226_PROJECTION: FLUSH
 RJ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1226+STABILITY: SURFACE MOTION
 RJ1226
 RJ1226  HISTORY     - Date     Condition        Report By
 RJ1226  HISTORY     - 1965     MONUMENTED       CGS
 RJ1226  HISTORY     - 1971     GOOD             USGS
 RJ1226  HISTORY     - 1976     GOOD             MIDH
 RJ1226
 RJ1226                          STATION DESCRIPTION
 RJ1226
 RJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1226'STATION IS ABOUT 10 MILES WEST OF GOULD CITY, 8-1/2 MILES NORTHEAST OF
 RJ1226'GULLIVER, 2 MILES SOUTHEAST OF BLANEY PARK, IN SECTION 35, T. 43 N.,
 RJ1226'R. 13 W., AND ON PROPERTY OWNED BY MR. STEWART E. EARLE.
 RJ1226'
 RJ1226'TO REACH THE STATION FROM THE POST OFFICE IN BLANEY PARK, GO SOUTH ON
 RJ1226'STATE HIGHWAY 77 FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 2.  TURN
 RJ1226'LEFT AND GO EAST ON U.S. HIGHWAY 2 FOR 0.95 MILE TO A SIDE ROAD RIGHT
 RJ1226'AT SIGN BLANEY TOWER.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 RJ1226'ABOUT 100 FEET TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTH
 RJ1226'ON THE GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RJ1226'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION JUST
 RJ1226'EAST OF THE BLANEY LOOKOUT TOWER.
 RJ1226'
 RJ1226'STATION MARKS ARE STANDARD DISKS STAMPED BLANEY 1965.  THE SURFACE
 RJ1226'DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 RJ1226'SURFACE.  IT IS 51 FEET NORTHEAST OF A 16-INCH PINE TREE, 44 FEET EAST
 RJ1226'OF A 6-INCH PINE TREE, 40 FEET EAST-SOUTHEAST OF THE NORTHEAST LEG OF
 RJ1226'THE LOOKOUT TOWER AND 5.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 RJ1226'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RJ1226'BELOW THE GROUND SURFACE.
 RJ1226'
 RJ1226'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLANEY NO 1 1965, IS SET
 RJ1226'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS LOCATED
 RJ1226'IN THE APPROXIMATE CENTER OF THE BLANEY LOOKOUT TOWER.
 RJ1226'
 RJ1226'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLANEY NO 2 1965, IS SET
 RJ1226'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 74 FEET
 RJ1226'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 45 FEET EAST OF A
 RJ1226'14-INCH PINE TREE, 41 FEET NORTH-NORTHEAST OF A 6-INCH PINE TREE AND
 RJ1226'27 FEET SOUTHWEST OF A TWIN TRUNKED 6-INCH MAPLE TREE.
 RJ1226'
 RJ1226'AZIMUTH MARK, A STANDARD DISK STAMPED BLANEY 1965, IS SET IN A ROUND
 RJ1226'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 22 FEET WEST OF THE
 RJ1226'CENTER OF A GRAVELED ROAD AND 1.6 FEET SOUTH OF A METAL WITNESS POST.
 RJ1226'
 RJ1226'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1226
 RJ1226                          STATION RECOVERY (1971)
 RJ1226
 RJ1226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1226'BLANEY AND RMS 1 AND 2 FOUND IN GOOD CONDITION. AZ. MK. NOW OBSCURED.
 RJ1226'DISTANCES AND DIRECTIONS CHECKED O.R.  ORIGINAL DESCRIPTION IS
 RJ1226'ADEQUATE.
 RJ1226
 RJ1226                          STATION RECOVERY (1976)
 RJ1226
 RJ1226'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (MAC)
 RJ1226'STATION RECOVERED AS DESCRIBED, RM NO. 1 IS GONE.  OTHER MARKS
 RJ1226'RECOVERED AS DESCRIBED.
 RJ1226'
 RJ1226'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF GOULD CITY
 RJ1226'ON U.S. 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1225 ***********************************************************************
 RJ1225  DESIGNATION -  BLANEY RM 1
 RJ1225  PID         -  RJ1225
 RJ1225  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1225  COUNTRY     -  US
 RJ1225  USGS QUAD   -  BLANEY PARK (2017)
 RJ1225
 RJ1225                         *CURRENT SURVEY CONTROL
 RJ1225  ______________________________________________________________________
 RJ1225* NAD 83(1994) POSITION- 46 05 07.91507(N) 085 54 17.63554(W)   ADJUSTED
 RJ1225* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 RJ1225  ______________________________________________________________________
 RJ1225  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 RJ1225  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 RJ1225  HORZ ORDER      -  SECOND
 RJ1225
 RJ1225.The horizontal coordinates were established by classical geodetic methods
 RJ1225.and adjusted by the National Geodetic Survey in February 1997.
 RJ1225
 RJ1225.The orthometric height was scaled from a topographic map.
 RJ1225
 RJ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1225.GEOID18 height accuracy estimate available here.
 RJ1225
 RJ1225.Click photographs - Photos may exist for this station.
 RJ1225
 RJ1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1225
 RJ1225. The following values were computed from the NAD 83(1994) position.
 RJ1225
 RJ1225;                    North         East     Units Scale Factor Converg.
 RJ1225;SPC MI N     -   145,316.513 8,084,688.938   MT  0.99990889   +0 47 29.5
 RJ1225;SPC MI N     -   476,760.21 26,524,570.01   iFT  0.99990889   +0 47 29.5
 RJ1225;UTM  16      - 5,104,133.649   584,665.282   MT  0.99968812   +0 47 20.2
 RJ1225
 RJ1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1225!SPC MI N     -   0.99996943  x   0.99990889  =   0.99987833
 RJ1225!UTM  16      -   0.99996943  x   0.99968812  =   0.99965756
 RJ1225
 RJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8466504133(NAD 83)
 RJ1225
 RJ1225                          SUPERSEDED SURVEY CONTROL
 RJ1225
 RJ1225  NAD 83(1986)-  46 05 07.90917(N)    085 54 17.63256(W) AD(       ) 2
 RJ1225  NAD 27      -  46 05 07.97950(N)    085 54 17.20595(W) AD(       ) 2
 RJ1225
 RJ1225.Superseded values are not recommended for survey control.
 RJ1225
 RJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1225.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1225
 RJ1225_MARKER: DR = REFERENCE MARK DISK
 RJ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1225_STAMPING: BLANEY NO 1 1965
 RJ1225_MARK LOGO: CGS
 RJ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1225+STABILITY: SURFACE MOTION
 RJ1225
 RJ1225  HISTORY     - Date     Condition        Report By
 RJ1225  HISTORY     - 1965     MONUMENTED       CGS
 RJ1225
 RJ1225                          STATION DESCRIPTION
 RJ1225
 RJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1225'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1225'LOCATED ABOUT 10
 RJ1225'MILES WEST OF GOULD CITY, 8-1/2 MILES NORTHEAST OF
 RJ1225'GULLIVER, 2 MILES SOUTHEAST OF
 RJ1225'BLANEY PARK, IN SECTION 35, T. 43 N.,
 RJ1225'R. 13 W., AND ON PROPERTY OWNED BY RM. STEWART E.
 RJ1225'EARLE.
 RJ1225'
 RJ1225'TO REACH THE STATION FROM THE POST OFFICE IN BLANEY PARK, GO SOUTH ON
 RJ1225'STATE HIGHWAY 77
 RJ1225'FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 2.  TURN
 RJ1225'LEFT AND GO EAST ON U.S. HIGHWAY 2
 RJ1225'FOR 0.95 MILE TO A SIDE ROAD RIGHT AT
 RJ1225'SIGN BLANEY TOWER.  TURN RIGHT AND GO SOUTH ON A
 RJ1225'GRAVELED ROAD FOR ABOUT
 RJ1225'100 FEET TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTH ON
 RJ1225'THE GRAVELED ROAD
 RJ1225'FOR 1.2 MILES TO TOP OF A SMALL RISE AND THE STATION.
 RJ1225'
 RJ1225'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLANEY 1965,
 RJ1225'THE DISTANCE BEING
 RJ1225'48.60 FEET OR 14.812 METERS.
 RJ1225'
 RJ1225'NOTE- THE LOOKOUT TOWER IS NOT IN USE AT THE PRESENT TIME.
 RJ1225'
 RJ1225'NOTE- THE OVERALL HEIGHT OF THE TOWER IS APPROXIMATELY 90 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1238 ***********************************************************************
 RJ1238  DESIGNATION -  BLIND
 RJ1238  PID         -  RJ1238
 RJ1238  STATE/COUNTY-  MI/LUCE
 RJ1238  COUNTRY     -  US
 RJ1238  USGS QUAD   -  MUSKALLONGE LAKE WEST (2017)
 RJ1238
 RJ1238                         *CURRENT SURVEY CONTROL
 RJ1238  ______________________________________________________________________
 RJ1238* NAD 83(1994) POSITION- 46 40 17.54925(N) 085 42 22.87233(W)   ADJUSTED
 RJ1238* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 RJ1238  ______________________________________________________________________
 RJ1238  GEOID HEIGHT    -        -36.040 (meters)                     GEOID18
 RJ1238  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 RJ1238  HORZ ORDER      -  SECOND
 RJ1238
 RJ1238.The horizontal coordinates were established by classical geodetic methods
 RJ1238.and adjusted by the National Geodetic Survey in February 1997.
 RJ1238
 RJ1238.The orthometric height was scaled from a topographic map.
 RJ1238
 RJ1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1238.GEOID18 height accuracy estimate available here.
 RJ1238
 RJ1238.Click photographs - Photos may exist for this station.
 RJ1238
 RJ1238.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1238
 RJ1238. The following values were computed from the NAD 83(1994) position.
 RJ1238
 RJ1238;                    North         East     Units Scale Factor Converg.
 RJ1238;SPC MI N     -   210,673.284 8,098,979.149   MT  0.99992554   +0 56 06.1
 RJ1238;SPC MI N     -   691,185.31 26,571,453.90   iFT  0.99992554   +0 56 06.1
 RJ1238;UTM  16      - 5,169,477.419   598,950.839   MT  0.99972035   +0 56 28.0
 RJ1238
 RJ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1238!SPC MI N     -   0.99997241  x   0.99992554  =   0.99989795
 RJ1238!UTM  16      -   0.99997241  x   0.99972035  =   0.99969277
 RJ1238
 RJ1238:                Primary Azimuth Mark                     Grid Az
 RJ1238:SPC MI N     -  PERCH                                    118 45 46.9
 RJ1238:UTM  16      -  PERCH                                    118 45 25.0
 RJ1238
 RJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9895069477(NAD 83)
 RJ1238
 RJ1238|---------------------------------------------------------------------|
 RJ1238| PID    Reference Object                     Distance      Geod. Az  |
 RJ1238|                                                           dddmmss.s |
 RJ1238| CH1722 BLIND RM 1                           20.072 METERS 00842     |
 RJ1238| RJ1234 PERCH                               APPROX. 8.8 KM 1194153.0 |
 RJ1238| CH1723 BLIND RM 2                           18.732 METERS 26309     |
 RJ1238|---------------------------------------------------------------------|
 RJ1238
 RJ1238                          SUPERSEDED SURVEY CONTROL
 RJ1238
 RJ1238  NAD 83(1986)-  46 40 17.54324(N)    085 42 22.86904(W) AD(       ) 2
 RJ1238  NAD 27      -  46 40 17.55370(N)    085 42 22.31363(W) AD(       ) 2
 RJ1238
 RJ1238.Superseded values are not recommended for survey control.
 RJ1238
 RJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1238.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1238
 RJ1238_MARKER: DS = TRIANGULATION STATION DISK
 RJ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1238_STAMPING: BLIND 1965
 RJ1238_MARK LOGO: CGS
 RJ1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1238+STABILITY: SURFACE MOTION
 RJ1238
 RJ1238  HISTORY     - Date     Condition        Report By
 RJ1238  HISTORY     - 1965     MONUMENTED       CGS
 RJ1238
 RJ1238                          STATION DESCRIPTION
 RJ1238
 RJ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1238'STATION IS ABOUT 27 MILES NORTHWEST OF NEWBERRY, 13 MILES EAST OF
 RJ1238'GRAND MARAIS, 4 MILES WEST OF DEER PARK, 3/4 MILE SOUTH OF THE
 RJ1238'SHORELINE OF LAKE MICHIGAN, ON THE HIGHEST POINT OF A SANDY HILL AT
 RJ1238'THE SOUTHEAST END OF A SMALL CLEARING, IN SECTION 5, T. 49 N., R.  11
 RJ1238'W., AND ON STATE FOREST PROPERTY.
 RJ1238'
 RJ1238'TO REACH THE STATION FROM THE RAILROAD STATION IN NEWBERRY, GO NORTH
 RJ1238'ON STATE HIGHWAY 123 FOR 4.25 MILES TO A SIDE ROAD LEFT. TURN LEFT AND
 RJ1238'GO WEST AND NORTH ON LUCE COUNTY ROUTE 407 FOR 17.4 MILES TO A
 RJ1238'CONCRETE BRIDGE OVER TWO HEARTED RIVER.  CONTINUE NORTH ON LUCE COUNTY
 RJ1238'ROUTE 407 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST AND
 RJ1238'NORTHWEST ON LUCE COUNTY ROUTES 410 AND 416 FOR 7.55 MILES TO A
 RJ1238'REVERSE Y-FORK.  CONTINUE NORTHWEST ON LUCE COUNTY ROUTE 433 FOR 1.45
 RJ1238'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A SANDY ROAD FOR
 RJ1238'1.45 MILES TO A DIM WOODS ROAD RIGHT.  (NOTE-A FOUR WHEEL DRIVE
 RJ1238'VEHICLE REQUIRED FROM THIS POINT.) TURN RIGHT AND GO EASTERLY ON THE
 RJ1238'WOODS ROAD FOR 0.3 MILE TO THE STATION AT THE SOUTHEAST END OF A SMALL
 RJ1238'CLEARING.
 RJ1238'
 RJ1238'STATION MARKS ARE STANDARD DISKS STAMPED BLIND 1965.  THE SURFACE DISK
 RJ1238'IS SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 25
 RJ1238'FEET SOUTH OF A 2-INCH BIRCH TRE, 17 FEET WEST OF A 4-INCH BIRCH TREE
 RJ1238'AND 3.9 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 RJ1238'IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF
 RJ1238'THE GROUND.
 RJ1238'
 RJ1238'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLIND NO 1 1965, IS SET
 RJ1238'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 9.5 FEET
 RJ1238'NORTHEAST OF A 8-INCH BIRCH TREE, 9 FEET SOUTH OF A 4-INCH BIRCH TREE
 RJ1238'AND 9 FEET NORTH OF A 4-INCH BIRCH TREE.
 RJ1238'
 RJ1238'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLIND NO 2 1965, IS SET
 RJ1238'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 25 FEET EAST
 RJ1238'OF A 8-INCH PINE TREE, 18 FEET SOUTH OF A 4-INCH BIRCH TREE AND 9 FEET
 RJ1238'NORTHWEST OF A 6-INCH PINE TREE.
 RJ1238'
 RJ1238'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 RJ1238'
 RJ1238'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0772 ***********************************************************************
 QK0772  DESIGNATION -  BLISS
 QK0772  PID         -  QK0772
 QK0772  STATE/COUNTY-  MI/EMMET
 QK0772  COUNTRY     -  US
 QK0772  USGS QUAD   -  BLISS (2017)
 QK0772
 QK0772                         *CURRENT SURVEY CONTROL
 QK0772  ______________________________________________________________________
 QK0772* NAD 83(1994) POSITION- 45 41 13.81971(N) 084 53 58.82114(W)   ADJUSTED
 QK0772* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 QK0772  ______________________________________________________________________
 QK0772  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 QK0772  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 QK0772  HORZ ORDER      -  FIRST
 QK0772
 QK0772.The horizontal coordinates were established by classical geodetic methods
 QK0772.and adjusted by the National Geodetic Survey in February 1997.
 QK0772
 QK0772.The orthometric height was scaled from a topographic map.
 QK0772
 QK0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0772.GEOID18 height accuracy estimate available here.
 QK0772
 QK0772.Click photographs - Photos may exist for this station.
 QK0772
 QK0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0772
 QK0772. The following values were computed from the NAD 83(1994) position.
 QK0772
 QK0772;                    North         East     Units Scale Factor Converg.
 QK0772;SPC MI C     -   263,555.209 5,958,479.966   MT  0.99999706   -0 22 35.5
 QK0772;SPC MI C     -   864,682.44 19,548,818.79   iFT  0.99999706   -0 22 35.5
 QK0772;UTM  16      - 5,061,436.506   663,546.468   MT  0.99992885   +1 30 11.5
 QK0772
 QK0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0772!SPC MI C     -   0.99995896  x   0.99999706  =   0.99995602
 QK0772!UTM  16      -   0.99995896  x   0.99992885  =   0.99988782
 QK0772
 QK0772:                Primary Azimuth Mark                     Grid Az
 QK0772:SPC MI C     -  HEBRON                                   099 14 15.5
 QK0772:UTM  16      -  HEBRON                                   097 21 28.5
 QK0772
 QK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6354661436(NAD 83)
 QK0772
 QK0772|---------------------------------------------------------------------|
 QK0772| PID    Reference Object                     Distance      Geod. Az  |
 QK0772|                                                           dddmmss.s |
 QK0772| QK0735 ST IGNACE TELEPHONE CO MAST         APPROX.23.5 KM 0374333.0 |
 QK0772| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.20.0 KM 0420320.3 |
 QK0772| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.19.1 KM 0440653.4 |
 QK0772| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.14.9 KM 0505713.6 |
 QK0772| CH1724 BLISS RM 1                           21.443 METERS 05922     |
 QK0772| QK0759 HEBRON                              APPROX.21.5 KM 0985140.0 |
 QK0772| QK0773 BLISS LOOKOUT TOWER                   9.390 METERS 13539     |
 QK0772| QK0764 PELLSTON LOOKOUT TOWER              APPROX.16.8 KM 1694137.0 |
 QK0772| CH1725 BLISS RM 2                           26.994 METERS 24211     |
 QK0772| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.52.8 KM 2655006.6 |
 QK0772| QK0795 WHITE SHOAL LH                      APPROX.25.1 KM 3130827.1 |
 QK0772| CH1726 BLISS RM 3                           26.519 METERS 34319     |
 QK0772|---------------------------------------------------------------------|
 QK0772
 QK0772                          SUPERSEDED SURVEY CONTROL
 QK0772
 QK0772  NAD 83(1986)-  45 41 13.81373(N)    084 53 58.82090(W) AD(       ) 1
 QK0772  NAD 27      -  45 41 13.77580(N)    084 53 58.61290(W) AD(       ) 1
 QK0772
 QK0772.Superseded values are not recommended for survey control.
 QK0772
 QK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0772.See file dsdata.pdf to determine how the superseded data were derived.
 QK0772
 QK0772_MARKER: DS = TRIANGULATION STATION DISK
 QK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0772_STAMPING: BLISS 1956
 QK0772_MARK LOGO: CGS
 QK0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0772+STABILITY: SURFACE MOTION
 QK0772
 QK0772  HISTORY     - Date     Condition        Report By
 QK0772  HISTORY     - 1956     MONUMENTED       CGS
 QK0772  HISTORY     - 1965     GOOD             CGS
 QK0772  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 QK0772
 QK0772                          STATION DESCRIPTION
 QK0772
 QK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0772'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF LEVERING, 7-1/2 MILES
 QK0772'NORTHEAST OF CROSS VILLAGE, NEAR THE BLISS LOOKOUT TOWER.  IT IS 15
 QK0772'FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 25 FEET
 QK0772'SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 13 FEET SOUTH OF A WHITE
 QK0772'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0772'BLISS 1956.
 QK0772'
 QK0772'TO REACH THE STATION FROM THE RAILROAD STATION IN THE NORTHWEST EDGE
 QK0772'OF THE VILLAGE OF LEVERING, GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A
 QK0772'FORK.  TAKE THE LEFT FORK AND CONTINUE WEST ON A PAVED ROAD FOR 3.85
 QK0772'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 QK0772'3.25 MILES TO THE BLISS STORE IN THE NORTHWEST ANGLE OF A
 QK0772'T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.5 MILE
 QK0772'TO A T-ROAD.  TURN LEFT AND GO WEST AND NORTH ON A GRAVEL ROAD FOR
 QK0772'0.95 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR
 QK0772'0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A SAND
 QK0772'ROAD FOR 0.45 MILE TO THE BLISS LOOKOUT TOWER AND THE STATION.
 QK0772'
 QK0772'REFERENCE MARK 1 IS 55 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT
 QK0772'TOWER AND 31 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD.  THE MARK
 QK0772'PROJECTS 4 INCHES AND THE DISK IS STAMPED BLISS NO 1 1956.
 QK0772'
 QK0772'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD
 QK0772'AND 21 FEET SOUTHWEST OF A 6 INCH BEECH TREE WITH A TWIN TRUNK.  THE
 QK0772'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLISS NO 2 1956.
 QK0772'
 QK0772'REFERENCE MARK 3 IS 61 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 QK0772'AND 3 FEET SOUTH OF A 4 INCH MAPLE TREE WITH A TWIN TRUNK.  THE SLOPE
 QK0772'DISTANCE BETWEEN THE STATION AND REFERENCE MARK 3 IS 88.17 FEET.  THE
 QK0772'MARK IS FLUSH AND THE DISK IS STAMPED BLISS NO 3 1956.
 QK0772'
 QK0772'NOTE-NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0772'
 QK0772'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0772
 QK0772                          STATION RECOVERY (1965)
 QK0772
 QK0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0772'THE STATION AND THE 3 REFERENCE MARKS WERE RECOVERED IN GOOD
 QK0772'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.  THE
 QK0772'DIRECTION TO REFERENCE MARKS 2 AND 3 CHECKED.  THE DIRECTION TO
 QK0772'REFERENCE MARK 1 WAS FOUND TO BE 1 MINUTE AND 17 SECONDS LOWER THAN
 QK0772'THE PREVIOUS DIRECTION.  A NEW DESCRIPTION FOLLOWS-
 QK0772'
 QK0772'THE STATION IS LOCATED AT THE SITE OF THE BLISS LOOKOUT TOWER, ABOUT
 QK0772'7-1/2 MILES NORTHEAST OF CROSS VILLAGE, 6-1/2 MILES NORTHWEST OF
 QK0772'LEVERING, 6 MILES WEST OF CARP LAKE, AND ON PROPERTY OWNED BY THE
 QK0772'STATE.
 QK0772'
 QK0772'TO REACH THE STATION FROM THE POST OFFICE IN CARP LAKE, GO WEST ON
 QK0772'GILL ROAD FOR 4.55 MILES TO A CROSSROAD.  CONTINUE WEST AND NORTH ON
 QK0772'GILL ROAD FOR 1.3 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO WEST
 QK0772'AND SOUTHWEST ON A GRAVELED ROAD FOR 0.45 MILE TO A Y-FORK.  TAKE THE
 QK0772'LEFT FORK AND GO SOUTHEAST ON A TRACK ROAD FOR 0.45 MILE TO THE BLISS
 QK0772'LOOKOUT TOWER AND THE STATION.
 QK0772'
 QK0772'STATION MARKS ARE STANDARD DISKS STAMPED BLISS 1956.  THE SURFACE DISK
 QK0772'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 QK0772'25 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 15 FEET NORTHWEST OF
 QK0772'THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 5 FEET NORTHEAST OF A
 QK0772'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS
 QK0772'TIME.
 QK0772'
 QK0772'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLISS NO 1 1956, IS SET
 QK0772'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 55 FEET
 QK0772'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 33 FEET EAST OF
 QK0772'THE CENTER OF THE TRACK ROAD, AND 9 FEET NORTH OF THE CENTER OF A FIRE
 QK0772'LANE.
 QK0772'
 QK0772'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLISS NO 2 1956, IS SET
 QK0772'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 30 FEET
 QK0772'WEST OF THE CENTER OF THE TRACK ROAD, 21 FEET SOUTHEAST OF A 6 INCH
 QK0772'BEECH TREE, AND 21 FEET SOUTHWEST OF A TWIN TRUNKED 6 INCH BEECH TREE.
 QK0772'
 QK0772'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BLISS NO 3 1956, IS SET
 QK0772'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 QK0772'GROUND.  IT IS 103 FEET NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE
 QK0772'LOOKOUT TOWER, 61 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND 1
 QK0772'FOOT SOUTH OF A METAL WITNESS POST.
 QK0772'
 QK0772'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0772
 QK0772                          STATION RECOVERY (1969)
 QK0772
 QK0772'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 QK0772'RECOVERED BY U.S. BORDER PATROL.
 QK0772'
 QK0772'A REFERENCE MARK DISK STAMPED BLISS NO 1 1956 WAS RECEIVED IN THE
 QK0772'ROCKVILLE, MARYLAND OFFICE, SEPTEMBER 23, 1969.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1530 ***********************************************************************
 MC1530  DESIGNATION -  BLISSFIELD
 MC1530  PID         -  MC1530
 MC1530  STATE/COUNTY-  MI/LENAWEE
 MC1530  COUNTRY     -  US
 MC1530  USGS QUAD   -  BLISSFIELD (2017)
 MC1530
 MC1530                         *CURRENT SURVEY CONTROL
 MC1530  ______________________________________________________________________
 MC1530* NAD 83(1994) POSITION- 41 51 08.50340(N) 083 48 27.00359(W)   ADJUSTED
 MC1530* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 MC1530  ______________________________________________________________________
 MC1530  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 MC1530  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 MC1530  HORZ ORDER      -  FIRST
 MC1530
 MC1530.The horizontal coordinates were established by classical geodetic methods
 MC1530.and adjusted by the National Geodetic Survey in February 1997.
 MC1530
 MC1530.The orthometric height was scaled from a topographic map.
 MC1530
 MC1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1530.GEOID18 height accuracy estimate available here.
 MC1530
 MC1530.Click photographs - Photos may exist for this station.
 MC1530
 MC1530.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1530
 MC1530. The following values were computed from the NAD 83(1994) position.
 MC1530
 MC1530;                    North         East     Units Scale Factor Converg.
 MC1530;SPC MI S     -    39,295.041 4,046,437.041   MT  1.00006781   +0 22 49.9
 MC1530;SPC MI S     -   128,920.74 13,275,712.08   iFT  1.00006781   +0 22 49.9
 MC1530;SPC OH N     -   243,537.114   491,422.997   MT  1.00003294   -0 51 32.3
 MC1530;SPC OH N     -   799,004.68  1,612,276.95   sFT  1.00003294   -0 51 32.3
 MC1530;UTM  17      - 4,637,195.725   266,942.379   MT  1.00026843   -1 52 26.6
 MC1530
 MC1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1530!SPC MI S     -   0.99997277  x   1.00006781  =   1.00004058
 MC1530!SPC OH N     -   0.99997277  x   1.00003294  =   1.00000571
 MC1530!UTM  17      -   0.99997277  x   1.00026843  =   1.00024120
 MC1530
 MC1530:                Primary Azimuth Mark                     Grid Az
 MC1530:SPC MI S     -  FAIRFIELD USLS 1879                      257 55 58.6
 MC1530:SPC OH N     -  FAIRFIELD USLS 1879                      259 10 20.8
 MC1530:UTM  17      -  FAIRFIELD USLS 1879                      260 11 15.1
 MC1530
 MC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6694237195(NAD 83)
 MC1530
 MC1530|---------------------------------------------------------------------|
 MC1530| PID    Reference Object                     Distance      Geod. Az  |
 MC1530|                                                           dddmmss.s |
 MC1530| MD1738 FAIRFIELD USLS 1879                 APPROX.20.0 KM 2581848.5 |
 MC1530|---------------------------------------------------------------------|
 MC1530
 MC1530                          SUPERSEDED SURVEY CONTROL
 MC1530
 MC1530  NAD 83(1986)-  41 51 08.51274(N)    083 48 27.02378(W) AD(       ) 1
 MC1530  NAD 27      -  41 51 08.34000(N)    083 48 27.23800(W) AD(       ) 1
 MC1530  USSD        -  41 51 08.23200(N)    083 48 27.05100(W) AD(       ) 3
 MC1530
 MC1530.Superseded values are not recommended for survey control.
 MC1530
 MC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1530.See file dsdata.pdf to determine how the superseded data were derived.
 MC1530
 MC1530_MARKER: H = DRILL HOLE
 MC1530_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MC1530_PROJECTION: RECESSED 38 CENTIMETERS
 MC1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1530
 MC1530  HISTORY     - Date     Condition        Report By
 MC1530  HISTORY     - 1879     MONUMENTED       USLS
 MC1530  HISTORY     - 1943     GOOD             CGS
 MC1530  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1530  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1530
 MC1530                          STATION DESCRIPTION
 MC1530
 MC1530'DESCRIBED BY US LAKE SURVEY 1879
 MC1530'ABOUT 3 MILES SW OF DEERFIELD, ABOUT 3 MILES NE OF BLISSFIELD, IN SEC.
 MC1530'22, T. 7 S., R. 5 E., BLISSFIELD TOWNSHIP.
 MC1530'
 MC1530'MARKED BY STONE POST 3 FEET BELOW SURFACE OF GROUND WITH ANOTHER STONE
 MC1530'POST DIRECTLY ABOVE AS SURFACE MARK.
 MC1530'
 MC1530'REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND BEARINGS
 MC1530'FROM STATION- ON E SIDE OF ROAD, 39.0 METERS (128 FEET), N 45 DEG 11
 MC1530'MIN E, ON W SIDE OF ROAD, 10.86 METERS (35.6 FEET), N 83 DEG 25 MIN E,
 MC1530'AND ON W SIDE OF ROAD, 37.0 METERS (121 FEET), S 21 DEG 01 MIN E.
 MC1530'
 MC1530'LENAWEE COUNTY- CORNER OF SECS. 22. 23. 26. 27. T. 7 S.  R. 5 E.
 MC1530'(U.S.L.S.) IS 351.4 METERS (1,153 FEET) FROM STATION BEARING S 3 DEG
 MC1530'35 MIN E.
 MC1530
 MC1530                          STATION RECOVERY (1943)
 MC1530
 MC1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1530'STATION AND ONE REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN VERY
 MC1530'GOOD CONDITION.  THE OTHER TWO REFERENCE MARKS WERE SEARCHED FOR BUT
 MC1530'COULD NOT BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 MC1530'
 MC1530'STATION IS LOCATED ABOUT 3.7 MILES NE OF BLISSFIELD, 0.2 MILE N OF
 MC1530'BLISSFIELD-DEERFEILD ROAD.  IT IS 68.2 FEET W OF THE CENTER OF THE
 MC1530'GRAVEL ROAD, 65.1 FEET SW OF A POWER-TRANSMISSION LINE POLE AND 264.95
 MC1530'FEET SW OF TRAINGULATION STATION BLISSFIELD 2 1943 AND 179.5 FEET S OF
 MC1530'AN E-W FENCELINE.  THE MARK IS A 6- BY 6-INCH GRANITE POST WITH A
 MC1530'DRILL HOLE IN THE CENTER OF THE TOP AND 15 INCHES BELOW THE SURFACE OF
 MC1530'THE GROUND.
 MC1530'
 MC1530'REFERENCE MARK IS 128.5 FEET NE OF THE STATION AND 138.26 FEET SW OF
 MC1530'TRIANGULATION STATION BLISSFIELD 2, 1943, 25.6 FEET N OF A TELEPHONE
 MC1530'POLE, 25 FEET E OF THE CENTER LINE OF THE ROAD AND 3 FEET E OF A N-S
 MC1530'FENCELINE.  THE MARK IS A STONE POST WITH U.S. CHISELED ON THE TOP.
 MC1530'IT PROJECTS 3 INCHES.
 MC1530'
 MC1530'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND U.S. HIGHWAY 223 IN
 MC1530'THE VILLAGE OF BLISSFIELD, GO NE ON BLISSFIELD-DEERFIELD ROAD FOR 3.5
 MC1530'MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO STATION ON
 MC1530'THE LEFT.
 MC1530
 MC1530                          STATION RECOVERY (1984)
 MC1530
 MC1530'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1530'BLISSFIELD DID NOT FIND.
 MC1530'
 MC1530'DESCRIPTION TO MARK WAS VERY POOR.  WE DID NOT FIND ANY MARK OR
 MC1530'REFERENCE MARKS IN AREA.  THE LAND HAS BEEN PLOWED ALL THE WAY TO
 MC1530'THE ROAD NO SURFACE MARKS VISABLE.
 MC1530
 MC1530                          STATION RECOVERY (2001)
 MC1530
 MC1530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1529 ***********************************************************************
 MC1529  DESIGNATION -  BLISSFIELD 2
 MC1529  PID         -  MC1529
 MC1529  STATE/COUNTY-  MI/LENAWEE
 MC1529  COUNTRY     -  US
 MC1529  USGS QUAD   -  BLISSFIELD (2017)
 MC1529
 MC1529                         *CURRENT SURVEY CONTROL
 MC1529  ______________________________________________________________________
 MC1529* NAD 83(1994) POSITION- 41 51 10.13527(N) 083 48 24.26963(W)   ADJUSTED
 MC1529* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 MC1529  ______________________________________________________________________
 MC1529  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 MC1529  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 MC1529  HORZ ORDER      -  FIRST
 MC1529
 MC1529.The horizontal coordinates were established by classical geodetic methods
 MC1529.and adjusted by the National Geodetic Survey in February 1997.
 MC1529
 MC1529.The orthometric height was scaled from a topographic map.
 MC1529
 MC1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1529.GEOID18 height accuracy estimate available here.
 MC1529
 MC1529.Click photographs - Photos may exist for this station.
 MC1529
 MC1529.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1529
 MC1529. The following values were computed from the NAD 83(1994) position.
 MC1529
 MC1529;                    North         East     Units Scale Factor Converg.
 MC1529;SPC MI S     -    39,345.811 4,046,499.774   MT  1.00006767   +0 22 51.8
 MC1529;SPC MI S     -   129,087.31 13,275,917.89   iFT  1.00006767   +0 22 51.8
 MC1529;SPC OH N     -   243,586.512   491,486.811   MT  1.00003305   -0 51 30.5
 MC1529;SPC OH N     -   799,166.75  1,612,486.31   sFT  1.00003305   -0 51 30.5
 MC1529;UTM  17      - 4,637,243.997   267,007.073   MT  1.00026805   -1 52 24.8
 MC1529
 MC1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1529!SPC MI S     -   0.99997277  x   1.00006767  =   1.00004044
 MC1529!SPC OH N     -   0.99997277  x   1.00003305  =   1.00000582
 MC1529!UTM  17      -   0.99997277  x   1.00026805  =   1.00024082
 MC1529
 MC1529:                Primary Azimuth Mark                     Grid Az
 MC1529:SPC MI S     -  BLISSFIELD 2 AZ MK                       231 23 06.4
 MC1529:SPC OH N     -  BLISSFIELD 2 AZ MK                       232 37 28.7
 MC1529:UTM  17      -  BLISSFIELD 2 AZ MK                       233 38 23.0
 MC1529
 MC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6700737243(NAD 83)
 MC1529
 MC1529|---------------------------------------------------------------------|
 MC1529| PID    Reference Object                     Distance      Geod. Az  |
 MC1529|                                                           dddmmss.s |
 MC1529| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX. 4.8 KM 0275946.9 |
 MC1529| MC1527 DEERFIELD MUNICIPAL TANK            APPROX. 4.7 KM 0300604.7 |
 MC1529| MC1502 PETERSBURG MUNICIPAL TANK           APPROX. 9.0 KM 0543842.1 |
 MC1529| MC1530 BLISSFIELD                           80.694 METERS 23124     |
 MC1529| CE5773 BLISSFIELD 2 AZ MK                                 2314558.2 |
 MC1529| CE5775 BLISSFIELD RM                        42.141 METERS 23710     |
 MC1529| MC1528 BLISSFIELD MUNICIPAL TANK           APPROX. 5.3 KM 2441910.2 |
 MC1529| CE5774 BLISSFIELD 2 RM 3                    36.045 METERS 27620     |
 MC1529| MD1736 ADRIAN STUBNITZ GRN SPRING TK       APPROX.19.1 KM 2831831.2 |
 MC1529| MD1737 ADRIAN MUNICIPAL TANK               APPROX.18.4 KM 2870137.4 |
 MC1529|---------------------------------------------------------------------|
 MC1529
 MC1529                          SUPERSEDED SURVEY CONTROL
 MC1529
 MC1529  NAD 83(1986)-  41 51 10.14455(N)    083 48 24.28994(W) AD(       ) 1
 MC1529  NAD 27      -  41 51 09.97200(N)    083 48 24.50400(W) AD(       ) 1
 MC1529
 MC1529.Superseded values are not recommended for survey control.
 MC1529
 MC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1529.See file dsdata.pdf to determine how the superseded data were derived.
 MC1529
 MC1529_MARKER: DS = TRIANGULATION STATION DISK
 MC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1529_STAMPING: BLISSFIELD 1942
 MC1529_MARK LOGO: CGS
 MC1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1529+STABILITY: SURFACE MOTION
 MC1529
 MC1529  HISTORY     - Date     Condition        Report By
 MC1529  HISTORY     - 1943     MONUMENTED       CGS
 MC1529  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1529
 MC1529                          STATION DESCRIPTION
 MC1529
 MC1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1529'THE STATION IS LOCATED ABOUT 3.7 MILES NE OF BLISSFIELD, 0.2 MILE N OF
 MC1529'THE BLISSFIELD-DEERFIELD MACADAM ROAD, ON THE PROPERTY OF BILL
 MC1529'MYRBUCK.  IT IS ABOUT 40 YARDS S OF THE SE CORNER OF THE MYRBUCK
 MC1529'FARMHOUSE, 16 FEET S OF AN E-W FENCELINE, 5 FEET SW OF A STANDARD
 MC1529'REFERENCE POST.  THE DISK IS STAMPED BLISSFIELD 2 1943.
 MC1529'
 MC1529'SURFACE.  UNDERGROUND, REFERENCE MARK 3, AND AZIMUTH MARK ARE BRONZE
 MC1529'REFERENCE DISKS SET IN CONCRETE.
 MC1529'
 MC1529'REFERENCE MARK (U.S.L.S.) IS 138.26 FEET SW OF THE STATION, 25.6 FEET
 MC1529'N OF A TELEPHONE POLE, 25 FEET E OF THE CENTER LINE OF A GRAVELED
 MC1529'ROAD, 3 FEET E OF A N-S FENCELINE.  THE MARK IS A STONE POST WITH U.S.
 MC1529'CHISELED ON TOP.  IT PROJECTS 3 INCHES.
 MC1529'
 MC1529'REFERENCE MARK 3 IS 118.26 FEET W OF THE STATION, LOCATED IN THE NW
 MC1529'CORNER OF PASTURE LAND, 26.4 FEET E OF THE CENTER LINE OF A GRAVELED
 MC1529'ROAD, 7.7 FEET SW OF A POWER-TRANSMISSION LINE POLE.  THE DISK IS
 MC1529'STAMPED BLISSFIELD 2 1943.
 MC1529'
 MC1529'THE AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, 20.6 FEET S OF THE
 MC1529'CENTER LINE OF THE BLISSFIELD-DEERFIELD ROAD, 36.7 FEET W OF A
 MC1529'TELEPHONE POLE, 3 FEET W OF A STANDARD REFERENCE POST, 1 FOOT N OF AN
 MC1529'E-W FENCELINE.  THE DISK IS STAMPED BLISSFIELD 2 1943.
 MC1529'
 MC1529'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND U.S. HIGHWAY 223 IN
 MC1529'THE VILLAGE OF BLISSFIELD, GO NE ON THE BLISSFIELD-DEERFIELD ROAD FOR
 MC1529'3.5 MILES TO A GRAVELED T-ROAD LEFT, HERE TURN LEFT AND GO 0.2 MILE TO
 MC1529'THE MYRBUCK FARMHOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 MC1529'
 MC1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON GRAVELED ROAD FOR
 MC1529'0.2 MILE TO THE BLISSFIELD-DEERFIELD ROAD, HERE TURN LEFT (W) AND GO
 MC1529'0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MC1529'
 MC1529'HEIGHT OF LIGHT ABOVE STATION MARK- 33 METERS.
 MC1529
 MC1529                          STATION RECOVERY (2001)
 MC1529
 MC1529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1529'ADJACENT HOMEOWNER INDICATED APPROXIMATELY 8 FEET OF EARTH WAS
 MC1529'EXCAVATED TO LEVEL THE FIELD AT THE LOCATION OF THE DESCRIBED
 MC1529'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1528 ***********************************************************************
 MC1528  DESIGNATION -  BLISSFIELD MUNICIPAL TANK
 MC1528  PID         -  MC1528
 MC1528  STATE/COUNTY-  MI/LENAWEE
 MC1528  COUNTRY     -  US
 MC1528  USGS QUAD   -  BLISSFIELD (2017)
 MC1528
 MC1528                         *CURRENT SURVEY CONTROL
 MC1528  ______________________________________________________________________
 MC1528* NAD 83(1994) POSITION- 41 49 56.17666(N) 083 51 49.78670(W)   ADJUSTED
 MC1528  ______________________________________________________________________
 MC1528  GEOID HEIGHT    -        -35.173 (meters)                     GEOID18
 MC1528  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 MC1528  HORZ ORDER      -  THIRD
 MC1528
 MC1528.The horizontal coordinates were established by classical geodetic methods
 MC1528.and adjusted by the National Geodetic Survey in February 1997.
 MC1528
 MC1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1528.GEOID18 height accuracy estimate available here.
 MC1528
 MC1528.Click photographs - Photos may exist for this station.
 MC1528
 MC1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1528
 MC1528. The following values were computed from the NAD 83(1994) position.
 MC1528
 MC1528;                    North         East     Units Scale Factor Converg.
 MC1528;SPC MI S     -    37,033.934 4,041,772.502   MT  1.00007412   +0 20 31.9
 MC1528;SPC MI S     -   121,502.41 13,260,408.47   iFT  1.00007412   +0 20 31.9
 MC1528;UTM  17      - 4,635,119.371   262,191.523   MT  1.00029596   -1 54 39.4
 MC1528
 MC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6219135119(NAD 83)
 MC1528
 MC1528                          SUPERSEDED SURVEY CONTROL
 MC1528
 MC1528  NAD 83(1986)-  41 49 56.18538(N)    083 51 49.80689(W) AD(       ) 3
 MC1528  NAD 27      -  41 49 56.01300(N)    083 51 50.01600(W) AD(       ) 3
 MC1528
 MC1528.Superseded values are not recommended for survey control.
 MC1528
 MC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1528.See file dsdata.pdf to determine how the superseded data were derived.
 MC1528
 MC1528_MARKER: 53 = ELEVATED TANK
 MC1528
 MC1528  HISTORY     - Date     Condition        Report By
 MC1528  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1528
 MC1528                          STATION DESCRIPTION
 MC1528
 MC1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1528'STATION IS LOCATED ON THE E SIDE OF PEARL
 MC1528'STREET BETWEEN
 MC1528'ADRIAN AND LANE STREETS IN THE CITY OF BLISSFIELD.
 MC1528'IT IS A 4-LEGGED STEEL WATER TANK
 MC1528'PAINTED SILVER WITH THE LEGEND
 MC1528'BLISSFIELD PAINTED ON THE E AND W SIDES OF THE TANK.
 MC1528'THE POINT
 MC1528'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MC1528'
 MC1528'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0187 ***********************************************************************
 NE0187  DESIGNATION -  BLOCK USLS
 NE0187  PID         -  NE0187
 NE0187  STATE/COUNTY-  MI/MACOMB
 NE0187  COUNTRY     -  US
 NE0187  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE0187
 NE0187                         *CURRENT SURVEY CONTROL
 NE0187  ______________________________________________________________________
 NE0187* NAD 83(1986) POSITION- 42 36 30.     (N) 082 48 40.     (W)   SCALED
 NE0187* NAVD 88 ORTHO HEIGHT -   175.109 (meters)      574.50  (feet) ADJUSTED
 NE0187  ______________________________________________________________________
 NE0187  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 NE0187  DYNAMIC HEIGHT  -        175.059 (meters)      574.34  (feet) COMP
 NE0187  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 NE0187
 NE0187  VERT ORDER      -  FIRST     CLASS 0
 NE0187
 NE0187.The horizontal coordinates were scaled from a map and have
 NE0187.an estimated accuracy of +/- 6 seconds.
 NE0187
 NE0187.The orthometric height was determined by differential leveling and
 NE0187.adjusted by the NATIONAL GEODETIC SURVEY
 NE0187.in June 1991.
 NE0187
 NE0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0187.GEOID18 height accuracy estimate available here.
 NE0187
 NE0187.Click photographs - Photos may exist for this station.
 NE0187
 NE0187.The dynamic height is computed by dividing the NAVD 88
 NE0187.geopotential number by the normal gravity value computed on the
 NE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0187.degrees latitude (g = 980.6199 gals.).
 NE0187
 NE0187.The modeled gravity was interpolated from observed gravity values.
 NE0187
 NE0187;                    North         East    Units  Estimated Accuracy
 NE0187;SPC MI S     -   124,290.    4,127,630.      MT  (+/- 180 meters Scaled)
 NE0187
 NE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH514189(NAD 83)
 NE0187
 NE0187                          SUPERSEDED SURVEY CONTROL
 NE0187
 NE0187  NGVD 29 (11/26/84)  175.240  (m)          574.93   (f) ADJUSTED    1 0
 NE0187
 NE0187.Superseded values are not recommended for survey control.
 NE0187
 NE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0187.See file dsdata.pdf to determine how the superseded data were derived.
 NE0187
 NE0187_MARKER: P = PIPE CAP
 NE0187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0187
 NE0187  HISTORY     - Date     Condition        Report By
 NE0187  HISTORY     - UNK      MONUMENTED       USLS
 NE0187  HISTORY     - 1970     GOOD             USLS
 NE0187  HISTORY     - 1980     GOOD             NGS
 NE0187  HISTORY     - 19990712 GOOD             USPSQD
 NE0187
 NE0187                          STATION DESCRIPTION
 NE0187
 NE0187'DESCRIBED BY US LAKE SURVEY 1970
 NE0187'AT SELFRIDGE AFB.
 NE0187'BLOCK IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE, 51
 NE0187'FEET NORTHWEST OF CENTERLINE OF ERIE STREET, 50 FEET NORTHEAST
 NE0187'OF CENTERLINE OF GEORGE AVENUE, 37.7 FEET EAST OF A LIGHT POLE,
 NE0187'34.0 FEET SOUTHWEST OF SOUTHWEST CORNER BUILDING NO. 410
 NE0187'(OFFICERS CLUB), 29.2 FEET NORTHWEST OF FACE OF FIRE HYDRANT,
 NE0187'1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0187'AT CENTER OF BRONZE DISC SET INTO THE TOP OF A CONCRETE FILLED
 NE0187'PIPE SURROUNDED BY A CONCRETE CROCK AND COVERED BY A 1-FOOT
 NE0187'SQUARE GRATE.  CONCRETE FILLED PIPE IS 47 FEET LONG.  NOTE-- BM (-).
 NE0187
 NE0187                          STATION RECOVERY (1980)
 NE0187
 NE0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0187'IN HARRISON TOWNSHIP, ON THE SELFRIDGE AIR FORCE BASE AT THE JUNCTION
 NE0187'OF GEORGE AVENUE AND ERIE STREET, SET IN THE FRONT LAWN ON THE
 NE0187'SOUTHEAST SIDE OF THE BASE BILLETING OFFICE BUILDING NUMBER 410.
 NE0187'15.5 METERS (51.0 FEET) NORTHWEST OF THE CENTER OF ERIE STREET,
 NE0187'15.2 METERS (50.0 FEET) NORTHEAST OF THE CENTER OF GEORGE AVENUE,
 NE0187'11.28 METERS (37.0 FEET) SOUTHEAST OF AN ALUMINUM LIGHT POLE,
 NE0187'10.3 METERS (33.8 FEET) SOUTHWEST OF THE SOUTH CORNER OF BUILDING
 NE0187'410, 8.9 METERS (29.2 FEET) NORTHWEST OF THE TOP OF A FIRE HYDRANT.
 NE0187'NOTE-MARK IS COVERED BY A 1 X 1 FOOT METAL PLATE WITH A 1 X 1 FOOT
 NE0187'MATAL CATCH BASIN ON TOP OF THE MATAL PLATE.
 NE0187
 NE0187                          STATION RECOVERY (1999)
 NE0187
 NE0187'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0609 ***********************************************************************
 QL0609  DESIGNATION -  BLOSSER
 QL0609  PID         -  QL0609
 QL0609  STATE/COUNTY-  MI/DELTA
 QL0609  COUNTRY     -  US
 QL0609  USGS QUAD   -  COOKS (2017)
 QL0609
 QL0609                         *CURRENT SURVEY CONTROL
 QL0609  ______________________________________________________________________
 QL0609* NAD 83(1994) POSITION- 45 57 36.97237(N) 086 29 34.16145(W)   ADJUSTED
 QL0609* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 QL0609  ______________________________________________________________________
 QL0609  GEOID HEIGHT    -        -35.403 (meters)                     GEOID18
 QL0609  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 QL0609  HORZ ORDER      -  FIRST
 QL0609
 QL0609.The horizontal coordinates were established by classical geodetic methods
 QL0609.and adjusted by the National Geodetic Survey in February 1997.
 QL0609
 QL0609.The orthometric height was scaled from a topographic map.
 QL0609
 QL0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0609.GEOID18 height accuracy estimate available here.
 QL0609
 QL0609.Click photographs - Photos may exist for this station.
 QL0609
 QL0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0609
 QL0609. The following values were computed from the NAD 83(1994) position.
 QL0609
 QL0609;                    North         East     Units Scale Factor Converg.
 QL0609;SPC MI N     -   130,935.414 8,039,312.283   MT  0.99991884   +0 21 59.7
 QL0609;SPC MI N     -   429,578.13 26,375,696.47   iFT  0.99991884   +0 21 59.7
 QL0609;UTM  16      - 5,089,758.283   539,300.000   MT  0.99961899   +0 21 52.5
 QL0609
 QL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0609!SPC MI N     -   0.99996589  x   0.99991884  =   0.99988473
 QL0609!UTM  16      -   0.99996589  x   0.99961899  =   0.99958489
 QL0609
 QL0609:                Primary Azimuth Mark                     Grid Az
 QL0609:SPC MI N     -  BLOSSER AZ MK                            133 27 28.3
 QL0609:UTM  16      -  BLOSSER AZ MK                            133 27 35.5
 QL0609
 QL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3929989758(NAD 83)
 QL0609
 QL0609|---------------------------------------------------------------------|
 QL0609| PID    Reference Object                     Distance      Geod. Az  |
 QL0609|                                                           dddmmss.s |
 QL0609| CH1728 BLOSSER RM 1                         20.285 METERS 01545     |
 QL0609| QL0607 COOKS MICROWAVE RELAY TOWER         APPROX. 1.0 KM 0194258.5 |
 QL0609| QL0606 COOKS LOT                           APPROX. 1.2 KM 0324309.7 |
 QL0609| CH1729 BLOSSER RM 2                         20.079 METERS 08328     |
 QL0609| CH1727 BLOSSER AZ MK                                      1334928.0 |
 QL0609|---------------------------------------------------------------------|
 QL0609
 QL0609                          SUPERSEDED SURVEY CONTROL
 QL0609
 QL0609  NAD 83(1986)-  45 57 36.96657(N)    086 29 34.15732(W) AD(       ) 1
 QL0609  NAD 27      -  45 57 37.07090(N)    086 29 33.62040(W) AD(       ) 1
 QL0609
 QL0609.Superseded values are not recommended for survey control.
 QL0609
 QL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0609.See file dsdata.pdf to determine how the superseded data were derived.
 QL0609
 QL0609_MARKER: DS = TRIANGULATION STATION DISK
 QL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0609_STAMPING: BLOSSER 1954
 QL0609_MARK LOGO: CGS
 QL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0609+STABILITY: SURFACE MOTION
 QL0609
 QL0609  HISTORY     - Date     Condition        Report By
 QL0609  HISTORY     - 1954     MONUMENTED       CGS
 QL0609  HISTORY     - 1955     GOOD             CGS
 QL0609  HISTORY     - 1965     GOOD             CGS
 QL0609
 QL0609                          STATION DESCRIPTION
 QL0609
 QL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0609'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE SMALL VILLAGE OF
 QL0609'COOKS ON A HEAVILY WOODED HILL.  IT IS 18 FEET NORTH OF A TRIANGLE
 QL0609'BLAZED ELM TREE AND 4 FEET NORTH EAST OF A WHITE WITNESS POST.  THE
 QL0609'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BLOSSER 1954.
 QL0609'
 QL0609'REFERENCE MARK NO. 1 IS SET FLUHS WITH THE SURFACE OF THE GROUND AND
 QL0609'THE DISK IS STAMPED BLOSSER NO 1 1954.
 QL0609'
 QL0609'REFERENCE MARK NO 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED BLOSSER
 QL0609'NO 2 1954.
 QL0609'
 QL0609'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 QL0609'SOUTH OF A FENCE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 QL0609'PROJECTS 6 INCHES AND THE DISK IS STAMPED BLOSSER 1954.
 QL0609'
 QL0609'TO REACH THE STATION FORM THE POST OFFICE IN COOKS, GO NORTHERLY FOR
 QL0609'0.3 MILE TO WHERE THE PAVED ROAD TURNS LEFT, TURN LEFT AND GO 2.5
 QL0609'MILES TO A GRAVEL CROSSROAD, TURN LEFT AND GO 0.8 MILE ON THE GRAVEL
 QL0609'ROAD TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.2 MILE TO
 QL0609'ANOTHER CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A GATE ON
 QL0609'THE LEFT, TURN LEFT AND FOLLOW A TRACK ROAD ALONG THE SOUTH SIDE OF A
 QL0609'WOODS FOR 0.1 MILE TO A GARDEN SITE, TURN RIGHT ONTO A WOODS ROAD AT
 QL0609'THE NORTH END OF THE GARDEN SITE AND GO NORTHERLY FOR 0.15 MILE TO THE
 QL0609'STATION AS DESCRIBED.
 QL0609'
 QL0609'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0609
 QL0609                          STATION RECOVERY (1955)
 QL0609
 QL0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 QL0609'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QL0609'CONDITION.  HOWEVER, THE 1954 MEASUREMENTS TO THE REFERENCE MARKS WERE
 QL0609'FOUND TO BE IN ERROR AND THE CORRECT MEASUREMENTS ARE GIVEN.
 QL0609
 QL0609                          STATION RECOVERY (1965)
 QL0609
 QL0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0609'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 QL0609'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.
 QL0609'DUE TO MINOR CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 QL0609'
 QL0609'STATION IS ON A LOW HEAVILY WOODED HILL ABOUT 3-1/2 MILES NORTH OF
 QL0609'COOKS, 11-1/2 MILES WEST OF MANISTIQUE AND ON THE PROPERTY OF MR.
 QL0609'CECIL GONDER.
 QL0609'
 QL0609'TO REACH THE STATION FROM THE ST. MARYS CATHOLIC CHURCH IN COOKS, GO
 QL0609'NORTHEAST AND EAST ON A PAVED ROAD FOR 0.45 MILE TO WHERE THE ROAD
 QL0609'CURVES NORTH.  CONTINUE NORTH ON THE PAVED ROAD FOR 2.5 MILES TO A
 QL0609'GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.75
 QL0609'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE GRAVELED
 QL0609'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 QL0609'GRAVELED ROAD FOR 0.25 MILE TO A GATE ON THE LEFT.  TURN LEFT AND GO
 QL0609'WEST ON A TRACK ROAD ALONG THE NORTH EDGE OF A FIELD FOR 0.1 MILE TO A
 QL0609'WOODS ROAD AT THE NORTHWEST CORNER OF THE FIELD.  GO NORTHWEST THROUGH
 QL0609'WOODS ON A TRACK ROAD FOR 0.15 MILE TO THE STATION.
 QL0609'
 QL0609'THE STATION MARK IS A STANDARD DISK STAMPED BLOSSER 1954, IS SET IN A
 QL0609'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 4 FEET
 QL0609'SOUTHEAST OF A METAL WITNESS POST, 4.5 FEET NORTHEAST OF A WHITE
 QL0609'WOODEN WITNESS POST, 9 FEET EAST-SOUTHEAST OF A 9 INCH MAPLE TREE AND
 QL0609'20 FEET NORTH OF A CLUSTER OF 3 ASH TREES.  THE UNDERGROUND DISK WAS
 QL0609'NOT INSPECTED.  (NOTE 1A)
 QL0609'
 QL0609'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOSSER NO 1 1954, IS
 QL0609'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1.5
 QL0609'FEET SOUTHEAST OF A METAL WITNESS POST AND 4 FEET NORTHWEST OF A 6
 QL0609'INCH MAPLE TREE.  (NOTE 11A)
 QL0609'
 QL0609'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOSSER NO 2 1954, IS
 QL0609'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 22
 QL0609'FEET NORTHEAST OF AN 18 INCH ASH TREE AND 69 FEET NORHTEAST OF A METAL
 QL0609'WITNESS POST.  (NOTE 11A)
 QL0609'
 QL0609'AZIMUTH MARK, A STANDARD DISK STAMPED BLOSSER 1954, IS SET IN A SQUARE
 QL0609'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 1 FOOT WEST OF A METAL
 QL0609'WITNESS POST, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 15 FEET
 QL0609'SOUTH OF A WIRE FENCE AND 30 FEET NORTH OF THE CENTER OF A GRAVELED
 QL0609'ROAD.  (NOTE 16A)
 QL0609'
 QL0609'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0796 ***********************************************************************
 NG0796  DESIGNATION -  BLUE
 NG0796  PID         -  NG0796
 NG0796  STATE/COUNTY-  MI/VAN BUREN
 NG0796  COUNTRY     -  US
 NG0796  USGS QUAD   -  SOUTH HAVEN (2017)
 NG0796
 NG0796                         *CURRENT SURVEY CONTROL
 NG0796  ______________________________________________________________________
 NG0796* NAD 83(2007) POSITION- 42 22 59.77744(N) 086 16 05.65286(W)   NO CHECK
 NG0796* NAD 83(2007) ELLIP HT-   161.860 (meters)        (02/10/07)   NO CHECK
 NG0796* NAD 83(2007) EPOCH   -  2002.00
 NG0796* NAVD 88 ORTHO HEIGHT -   195.4   (meters)      641.    (feet) GPS OBS
 NG0796  ______________________________________________________________________
 NG0796  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NG0796  GEOID HEIGHT    -        -33.470 (meters)                     GEOID90
 NG0796  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 NG0796  NAD 83(2007) X  -    307,107.704 (meters)                     COMP
 NG0796  NAD 83(2007) Y  - -4,708,521.518 (meters)                     COMP
 NG0796  NAD 83(2007) Z  -  4,277,255.075 (meters)                     COMP
 NG0796  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 NG0796
 NG0796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0796  Standards:
 NG0796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0796  -------------------------------------------------------------------
 NG0796  NETWORK   26.17  37.06           7.13  12.65  18.91     -0.11005006
 NG0796  -------------------------------------------------------------------
 NG0796  Click here for local accuracies and other accuracy information.
 NG0796
 NG0796.The horizontal coordinates were established by GPS observations
 NG0796.and adjusted by the National Geodetic Survey in February 2007.
 NG0796
 NG0796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 NG0796.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 NG0796
 NG0796.The horizontal coordinates are valid at the epoch date displayed above
 NG0796.which is a decimal equivalence of Year/Month/Day.
 NG0796
 NG0796.No horizontal observational check was made to the station.
 NG0796
 NG0796.The orthometric height was determined by GPS observations and a
 NG0796.high-resolution geoid model.
 NG0796
 NG0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0796.GEOID18 height accuracy estimate available here.
 NG0796
 NG0796.Click photographs - Photos may exist for this station.
 NG0796
 NG0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0796
 NG0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0796
 NG0796.The ellipsoidal height was determined by GPS observations
 NG0796.and is referenced to NAD 83.
 NG0796
 NG0796. The following values were computed from the NAD 83(2007) position.
 NG0796
 NG0796;                    North         East     Units Scale Factor Converg.
 NG0796;SPC MI S     -    99,880.142 3,843,424.326   MT  0.99994498   -1 17 38.7
 NG0796;SPC MI S     -   327,690.75 12,609,659.86   iFT  0.99994498   -1 17 38.7
 NG0796;UTM  16      - 4,692,591.156   560,238.006   MT  0.99964464   +0 29 35.8
 NG0796
 NG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0796!SPC MI S     -   0.99997462  x   0.99994498  =   0.99991960
 NG0796!UTM  16      -   0.99997462  x   0.99964464  =   0.99961926
 NG0796
 NG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6023892591(NAD 83)
 NG0796
 NG0796                          SUPERSEDED SURVEY CONTROL
 NG0796
 NG0796  ELLIP H (07/17/02)  162.006  (m)                       GP(       ) 4 1
 NG0796  NAD 83(1994)-  42 22 59.78348(N)    086 16 05.65734(W) AD(       ) 2
 NG0796  ELLIP H (02/03/97)  162.114  (m)                       GP(       ) 4 1
 NG0796  NAD 83(1986)-  42 22 59.78271(N)    086 16 05.65909(W) AD(       ) 2
 NG0796
 NG0796.Superseded values are not recommended for survey control.
 NG0796
 NG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0796.See file dsdata.pdf to determine how the superseded data were derived.
 NG0796
 NG0796_MARKER: DD = SURVEY DISK
 NG0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0796_STAMPING: BLUE 1991
 NG0796_MARK LOGO: NOS
 NG0796_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0796+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NG0796
 NG0796  HISTORY     - Date     Condition        Report By
 NG0796  HISTORY     - 1991     MONUMENTED       NOS
 NG0796  HISTORY     - 20000816 GOOD             MI-159
 NG0796
 NG0796                          STATION DESCRIPTION
 NG0796
 NG0796'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0796'THE STATION IS LOCATED APPROXIMATELY 1.5 KM (0.93 MI) SOUTH OF SOUTH
 NG0796'HAVEN IN A TRIANGULAR RIGHT OF WAY AT THE INTERSECTION OF BLUE STAR
 NG0796'MEMORIAL HWY AND BUSINESS ROUTE 196.
 NG0796'TO REACH FROM SOUTH HAVEN, GO SOUTH 0.93 MI (1.50 KM) TO INTERSECTION
 NG0796'OF BLUE STAR MEMORIAL HWY AND BUSINESS ROUTE 196.
 NG0796'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED BLUE 1991 ATTACHED
 NG0796'TO A 4 FOOT ALUMINUM ROD SURROUNDED BY A MASS OF CONCRETE AND FLUSH
 NG0796'WITH THE GROUND. IT IS LOCATED 50.47 M (165.58 FT) NORTHEAST OF THE
 NG0796'POWER POLE NEAREST INTERSECTION OF RT 196 AND THE BLUE STAR MEMORIAL
 NG0796'HWY, 38.14 M (125.13 FT) NORTH OF THE CENTERLINE OF THE BLUE STAR
 NG0796'MEMORIAL HWY, 29.45 M (96.62 FT) WEST OF WITNESS POST, AND 29.40 M
 NG0796'(96.46 FT) SOUTH OF THE CENTERLINE OF OFFRAMP.
 NG0796'DESCRIBED BY JGL.
 NG0796
 NG0796                          STATION RECOVERY (2000)
 NG0796
 NG0796'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0796'USED FOR GPS - IS ADJ
 NG0796'THE RAMP IS GONE. PP S 1ODEG E 64 FT, PP N75DEG W 126 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0713 ***********************************************************************
 QK0713  DESIGNATION -  BLUFF
 QK0713  PID         -  QK0713
 QK0713  STATE/COUNTY-  MI/EMMET
 QK0713  COUNTRY     -  US
 QK0713  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0713
 QK0713                         *CURRENT SURVEY CONTROL
 QK0713  ______________________________________________________________________
 QK0713* NAD 83(1994) POSITION- 45 25 54.64468(N) 084 59 04.56774(W)   ADJUSTED
 QK0713* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 QK0713  ______________________________________________________________________
 QK0713  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 QK0713  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 QK0713  HORZ ORDER      -  SECOND
 QK0713
 QK0713.The horizontal coordinates were established by classical geodetic methods
 QK0713.and adjusted by the National Geodetic Survey in February 1997.
 QK0713
 QK0713.The orthometric height was scaled from a topographic map.
 QK0713
 QK0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0713.GEOID18 height accuracy estimate available here.
 QK0713
 QK0713.Click photographs - Photos may exist for this station.
 QK0713
 QK0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0713
 QK0713. The following values were computed from the NAD 83(1994) position.
 QK0713
 QK0713;                    North         East     Units Scale Factor Converg.
 QK0713;SPC MI C     -   235,226.116 5,951,648.058   MT  0.99994903   -0 26 11.5
 QK0713;SPC MI C     -   771,739.23 19,526,404.39   iFT  0.99994903   -0 26 11.5
 QK0713;UTM  16      - 5,032,900.480   657,645.996   MT  0.99990556   +1 26 09.9
 QK0713
 QK0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0713!SPC MI C     -   0.99997183  x   0.99994903  =   0.99992086
 QK0713!UTM  16      -   0.99997183  x   0.99990556  =   0.99987739
 QK0713
 QK0713:                Primary Azimuth Mark                     Grid Az
 QK0713:SPC MI C     -  BLUFF AZ MK                              068 51 40.0
 QK0713:UTM  16      -  BLUFF AZ MK                              066 59 18.6
 QK0713
 QK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5764532900(NAD 83)
 QK0713
 QK0713|---------------------------------------------------------------------|
 QK0713| PID    Reference Object                     Distance      Geod. Az  |
 QK0713|                                                           dddmmss.s |
 QK0713| QK0896 BLUFF AZ MK 2                       363.614 METERS 06817     |
 QK0713| CH1730 BLUFF AZ MK                                        0682528.5 |
 QK0713| QK0898 BLUFF RM 2                            7.440 METERS 07600     |
 QK0713| QK0718 HARBOR SPRINGS                       36.574 METERS 07920     |
 QK0713| QK0719 PETOSKEY HOWES LEATHER CO TANK      APPROX. 7.0 KM 1291438.6 |
 QK0713| QK0714 PETOSKEY CO CTHSE CLOCK TOWER       APPROX. 6.8 KM 1581825.6 |
 QK0713| QK0716 LITTLE TRAVERSE LIGHT               APPROX. 1.5 KM 1590626.4 |
 QK0713| QK0701 PETOSKEY ST FRANCIS XAVIER CH       APPROX. 7.0 KM 1605645.0 |
 QK0713| QK0715 PETOSKEY BREAKWATER LIGHT           APPROX. 6.0 KM 1623333.8 |
 QK0713| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX. 9.5 KM 1713810.6 |
 QK0713| QK0698 PETOSKEY RAD STA KQA 780 MAST       APPROX. 6.8 KM 1735020.3 |
 QK0713| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX. 7.5 KM 1984155.4 |
 QK0713| QK0712 HARBOR SPRINGS HOLY CHILD CH        APPROX. 0.6 KM 2385649.8 |
 QK0713| QK0897 BLUFF RM 1                           13.953 METERS 34014     |
 QK0713|---------------------------------------------------------------------|
 QK0713
 QK0713                          SUPERSEDED SURVEY CONTROL
 QK0713
 QK0713  NAD 83(1986)-  45 25 54.63912(N)    084 59 04.56845(W) AD(       ) 2
 QK0713  NAD 27      -  45 25 54.60100(N)    084 59 04.37800(W) AD(       ) 2
 QK0713
 QK0713.Superseded values are not recommended for survey control.
 QK0713
 QK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0713.See file dsdata.pdf to determine how the superseded data were derived.
 QK0713
 QK0713_MARKER: DS = TRIANGULATION STATION DISK
 QK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0713_STAMPING: BLUFF 1956
 QK0713_MARK LOGO: CGS
 QK0713_PROJECTION: FLUSH
 QK0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0713+STABILITY: SURFACE MOTION
 QK0713
 QK0713  HISTORY     - Date     Condition        Report By
 QK0713  HISTORY     - 1956     MONUMENTED       CGS
 QK0713  HISTORY     - 1956     GOOD             CGS
 QK0713  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0713  HISTORY     - 19840926 GOOD             NGS
 QK0713  HISTORY     - 19960814 GOOD             USPSQD
 QK0713
 QK0713                          STATION DESCRIPTION
 QK0713
 QK0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0713'THE STATION IS IN HARBOR SPRINGS, JUST NORTH OF THE BUSINESS DISTRICT,
 QK0713'ON THE SOUTH SIDE OF EAST BLUFF DRIVE, ON PROPERTY OWNED BY THE CITY.
 QK0713'IT IS 26 FT (7.9 M) SOUTH OF THE CENTERLINE OF EAST BLUFF DRIVE, 16
 QK0713'FT (4.9 M) NORTH OF A 14 INCH OAK TREE WITH A TWIN TRUNK, 13 FT
 QK0713'(4.0 M) SOUTHWEST OF A POWER LINE POLE AND 5 FT (1.5 M) NORTHEAST OF
 QK0713'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0713'BLUFF 1956.
 QK0713'
 QK0713'TO REACH THE STATION FROM THE CORNER OF MAIN STREET AND STATE STREET,
 QK0713'GO NORTH ON STATE STREET FOR 0.2 MI (0.3 KM) TO EAST BLUFF DRIVE.
 QK0713'TURN SHARP RIGHT AND GO EAST ON EAST BLUFF DRIVE FOR 0.4 MI (0.6 KM)
 QK0713'TO THE STATION ON THE RIGHT.
 QK0713'
 QK0713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST BLUFF
 QK0713'DRIVE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 QK0713'
 QK0713'REFERENCE MARK 1 IS 19 FT (5.8 M) NORTH OF THE CENTERLINE OF THE
 QK0713'STREET, 14 FT (4.3 M) WEST OF THE CENTERLINE OF A DRIVEWAY, 5 FT
 QK0713'(1.5 M) SOUTH OF A STONE WALL AND 28 FT (8.5 M) SOUTHWEST OF THE
 QK0713'SOUTHEAST CORNER OF A LARGE WHITE HOUSE.  IT IS A STANDARD REFERENCE
 QK0713'MARK DISK SET FLUSH IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS
 QK0713'STAMPED BLUFF NO 1 1956.
 QK0713'
 QK0713'REFERENCE MARK 2 IS 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE
 QK0713'STREET, 15 FT (4.6 M) NORTH OF THE OAK TREE WITH A TWIN TRUNK AND 15
 QK0713'FT (4.6 M) SOUTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE
 QK0713'DISK IS STAMPED BLUFF NO 2 1956.
 QK0713'
 QK0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0713
 QK0713                          STATION RECOVERY (1956)
 QK0713
 QK0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QK0713'RECOVERED IN GOOD CONDITION.
 QK0713
 QK0713                          STATION RECOVERY (1967)
 QK0713
 QK0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0713'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE TOP HAS
 QK0713'BEEN SHEARED OFF THE AZIMUTH MARK.  THE ROUTE DESCRIPTION WAS
 QK0713'ADEQUATE.
 QK0713
 QK0713                          STATION RECOVERY (1984)
 QK0713
 QK0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QK0713'THE STATION MARK REFERENCE MARKS 1 AND 2 AND HARBOR SPRINGS (USLS)
 QK0713'1913 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 QK0713'FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 QK0713'TIME.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED THE 1956
 QK0713'DATA.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.
 QK0713'
 QK0713'THE STATION IS A STANDARD CGS DISK STAMPED--BLUFF 1956--,  SET INTO
 QK0713'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 QK0713'FLUSH WITH GROUND.  THE STATION IS LOCATED 4.877 METERS (16.001 FT)
 QK0713'NORTHWEST FROM A 20 INCH TRIPLE TRUNCKED OAK TREE 3.962 METERS
 QK0713'(12.999 FT) SOUTHWEST FROM A UTILITY POLE AND 7.925 METERS (26.001 FT)
 QK0713'SOUTH FROM THE CENTERLINE OF EAST BLUFF DRIVE.
 QK0713'
 QK0713'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLUFF NO 1 1956--,
 QK0713'CEMENTED IN DRILL HOLE IN SIDEWALK ALONG NORTH SIDE OF EAST BLUFF
 QK0713'DRIVE.  THE STATION IS LOCATED 5.791 METERS (18.999 FT) NORTH FROM THE
 QK0713'CENTERLINE OF EAST BLUFF DRIVE, 4.267 METERS (13.999 FT) WEST FROM THE
 QK0713'CENTERLINE OF A DRIVEWAY, 1.524 METERS (5.000 FT) SOUTH FROM A STONE
 QK0713'WALL AND 8.534 METERS (27.999 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 QK0713'OF A LARGE WHITE HOUSE AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 QK0713'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BLUFF NO 2 1956--,
 QK0713'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN
 QK0713'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.315 METERS
 QK0713'(23.999 FT) SOUTH FROM THE CENTERLINE OF EAST BLUFF DRIVE, 4.572
 QK0713'METERS
 QK0713'(15.000 FT) NORTHEAST FROM THE TRIPLE TRUCKED OAK TREE AND 4.572
 QK0713'METERS (15.000 FT) EAST SOUTHEAST FROM THE UTILITY POLE AND LEVEL
 QK0713'WITH THE STATION.
 QK0713'
 QK0713'REFERENCE MARK NO 3 IS A STANDARD USLS SPIKE WITH US 1913 ENSCRIBED IN
 QK0713'MONUMENT SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 QK0713'(36 CM) IN DIAMETER, RECESSED 4 INCHES (12 CM) BELOW THE GROUND.  THE
 QK0713'STATION IS LOCATED 7.620 METERS (25.000 FT) SOUTH FROM THE CENTERLINE
 QK0713'OF EAST BLUFF DRIVE, 11.582 METERS (37.999 FT) WEST SOUTHWEST FROM A
 QK0713'UTILITY POLE AND 7.315 METERS (23.999 FT) NORTH FROM THE EDGE OF BLUFF
 QK0713'AND 0.8 METERS (2.6 FT) LOWER THAN THE STATION.
 QK0713'
 QK0713'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--BLUFF
 QK0713'1956 NO 2 1984--,  CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF
 QK0713'SIDEWALK ALONG THE NORTH SIDE OF EAST BLUFF DRIVE.  IT IS 15.0 FT
 QK0713'(4.6 M) NORTH FROM CENTERLINE OF EAST BLUFF DRIVE, 18.0 FT (5.5 M)
 QK0713'EAST FROM THE CENTERLINE OF A NORTH SOUTH STREET AND 31.0 FT (9.4 M)
 QK0713'WEST FROM A 26 INCH PINE TREE 22.0 FT (6.7 M) SOUTH FROM A FLAG POLE.
 QK0713'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUFF 1956
 QK0713'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT. LOCATED IN HARBOR
 QK0713'SPRINGS JUST NORTH OF THE BUSINESS DISTRICT ON THE NORTH SIDE OF EAST
 QK0713'BLUFF DRIVE AND ON PROPERTY OF THE CITY.  TO REACH THE STATION FROM
 QK0713'THE JUNCTION OF MAIN STREET AND STATE STREET GO NORTH ON STATE STREET
 QK0713'FOR 0.2 MILE (0.3 KM) TO EAST BLUFF DRIVE. TURN SHARP RIGHT AND GO
 QK0713'EAST ON EAST BLUFF DRIVE FOR 0.2 MILE (0.3 KM) TO MARK ON LEFT AS
 QK0713'DESCRIBED.
 QK0713
 QK0713                          STATION RECOVERY (1996)
 QK0713
 QK0713'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0896 ***********************************************************************
 QK0896  DESIGNATION -  BLUFF AZ MK 2
 QK0896  PID         -  QK0896
 QK0896  STATE/COUNTY-  MI/EMMET
 QK0896  COUNTRY     -  US
 QK0896  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0896
 QK0896                         *CURRENT SURVEY CONTROL
 QK0896  ______________________________________________________________________
 QK0896* NAD 83(1994) POSITION- 45 25 59.00371(N) 084 58 49.02732(W)   ADJUSTED
 QK0896* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 QK0896  ______________________________________________________________________
 QK0896  GEOID HEIGHT    -        -35.214 (meters)                     GEOID18
 QK0896  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 QK0896  HORZ ORDER      -  THIRD
 QK0896
 QK0896.The horizontal coordinates were established by classical geodetic methods
 QK0896.and adjusted by the National Geodetic Survey in February 1997.
 QK0896
 QK0896.The orthometric height was scaled from a topographic map.
 QK0896
 QK0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0896.GEOID18 height accuracy estimate available here.
 QK0896
 QK0896.Click photographs - Photos may exist for this station.
 QK0896
 QK0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0896
 QK0896. The following values were computed from the NAD 83(1994) position.
 QK0896
 QK0896;                    North         East     Units Scale Factor Converg.
 QK0896;SPC MI C     -   235,358.114 5,951,986.847   MT  0.99994921   -0 26 00.5
 QK0896;SPC MI C     -   772,172.29 19,527,515.90   iFT  0.99994921   -0 26 00.5
 QK0896;UTM  16      - 5,033,043.472   657,980.277   MT  0.99990686   +1 26 21.1
 QK0896
 QK0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0896!SPC MI C     -   0.99997234  x   0.99994921  =   0.99992155
 QK0896!UTM  16      -   0.99997234  x   0.99990686  =   0.99987920
 QK0896
 QK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5798033043(NAD 83)
 QK0896
 QK0896                          SUPERSEDED SURVEY CONTROL
 QK0896
 QK0896  NAD 83(1986)-  45 25 58.99817(N)    084 58 49.02801(W) AD(       ) 3
 QK0896
 QK0896.Superseded values are not recommended for survey control.
 QK0896
 QK0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0896.See file dsdata.pdf to determine how the superseded data were derived.
 QK0896
 QK0896_MARKER: DZ = AZIMUTH MARK DISK
 QK0896_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0896_SP_SET: SIDEWALK
 QK0896_STAMPING: BLUFF 1956 NO. 2 1984
 QK0896_MARK LOGO: NGS
 QK0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0896+SATELLITE: SATELLITE OBSERVATIONS - 1984
 QK0896
 QK0896  HISTORY     - Date     Condition        Report By
 QK0896  HISTORY     - 1984     MONUMENTED       NGS
 QK0896  HISTORY     - 19960814 GOOD             USPSQD
 QK0896
 QK0896                          STATION DESCRIPTION
 QK0896
 QK0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QK0896'STATION IS LOCATED IN QUAD. 450843, IN THE TOWN OF HARBOR SPRINGS,
 QK0896'JUST NORTH OF THE BUSINESS DISTRICT, ON THE SOUTH SIDE OF EAST BLUFF
 QK0896'DRIVE AND ON PROPERTY OWNED BY THE CITY.
 QK0896'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE STREET, GO NORTH
 QK0896'ON STATE STREET FOR 0.32 KM (0.20 MI) TO EAST BLUFF DRIVE.  TURN
 QK0896'SHARP RIGHT AND GO EAST ON EAST BLUFF DRIVE FOR 0.64 KM (0.40 MI) TO
 QK0896'THE STATION BLUFF 1956 ON THE RIGHT.  CONTINUE EAST ON EAST BLUFF
 QK0896'DRIVE FOR 0.32 KM (0.20 MI) TO A SIDE STREET LEFT AND THE MARK ON
 QK0896'LEFT AS DESCRIBED.
 QK0896'AZIMUTH MARK NO 2 IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  IT 9.5
 QK0896'M (31.17 FT) EAST FROM A 26 INCH PINE TREE, 6.7 M (21.98 FT) SOUTH
 QK0896'FROM A FLAG POLE, 5.5 M (18.04 FT) EAST FROM THE CENTER OF A SIDE
 QK0896'STREET NORTH AND 4.6 M (15.09 FT) NORTH FROM THE CENTER OF EAST BLUFF
 QK0896'DRIVE.
 QK0896'A TRAVERSE CONNECTION WAS MADE TO STATION BLUFF 1956 USING ELECTRONIC
 QK0896'DISTANCE MEASURING EQUIPMENT.
 QK0896'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QK0896'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0896
 QK0896                          STATION RECOVERY (1996)
 QK0896
 QK0896'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0200 ***********************************************************************
 OJ0200  DESIGNATION -  BLUFF USLS
 OJ0200  PID         -  OJ0200
 OJ0200  STATE/COUNTY-  MI/SANILAC
 OJ0200  COUNTRY     -  US
 OJ0200  USGS QUAD   -  FORESTVILLE (2017)
 OJ0200
 OJ0200                         *CURRENT SURVEY CONTROL
 OJ0200  ______________________________________________________________________
 OJ0200* NAD 83(1986) POSITION- 43 39 45.     (N) 082 36 24.     (W)   SCALED
 OJ0200* NAVD 88 ORTHO HEIGHT -   190.345 (meters)      624.49  (feet) ADJUSTED
 OJ0200  ______________________________________________________________________
 OJ0200  GEOID HEIGHT    -        -35.043 (meters)                     GEOID18
 OJ0200  DYNAMIC HEIGHT  -        190.309 (meters)      624.37  (feet) COMP
 OJ0200  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 OJ0200
 OJ0200  VERT ORDER      -  FIRST     CLASS 0
 OJ0200
 OJ0200.The horizontal coordinates were scaled from a map and have
 OJ0200.an estimated accuracy of +/- 6 seconds.
 OJ0200
 OJ0200.The orthometric height was determined by differential leveling and
 OJ0200.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0200.in June 1991.
 OJ0200
 OJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0200.GEOID18 height accuracy estimate available here.
 OJ0200
 OJ0200.Click photographs - Photos may exist for this station.
 OJ0200
 OJ0200.The dynamic height is computed by dividing the NAVD 88
 OJ0200.geopotential number by the normal gravity value computed on the
 OJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0200.degrees latitude (g = 980.6199 gals.).
 OJ0200
 OJ0200.The modeled gravity was interpolated from observed gravity values.
 OJ0200
 OJ0200;                    North         East    Units  Estimated Accuracy
 OJ0200;SPC MI S     -   241,700.    4,141,950.      MT  (+/- 180 meters Scaled)
 OJ0200
 OJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ704356(NAD 83)
 OJ0200
 OJ0200                          SUPERSEDED SURVEY CONTROL
 OJ0200
 OJ0200  NGVD 29 (11/26/84)  190.455  (m)          624.85   (f) ADJUSTED    1 0
 OJ0200
 OJ0200.Superseded values are not recommended for survey control.
 OJ0200
 OJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0200
 OJ0200_MARKER: Z = SEE DESCRIPTION
 OJ0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0200_PROJECTION: RECESSED 30 CENTIMETERS
 OJ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0200_ROD/PIPE-DEPTH: 6.7 meters
 OJ0200_SLEEVE-DEPTH  : 6.0 meters
 OJ0200
 OJ0200  HISTORY     - Date     Condition        Report By
 OJ0200  HISTORY     - 1970     MONUMENTED       USLS
 OJ0200  HISTORY     - 1970     GOOD             USLS
 OJ0200  HISTORY     - 1980     GOOD             NGS
 OJ0200  HISTORY     - 19940717 GOOD             USPSQD
 OJ0200
 OJ0200                          STATION DESCRIPTION
 OJ0200
 OJ0200'DESCRIBED BY US LAKE SURVEY 1970
 OJ0200'AT FORESTVILLE.
 OJ0200'BLUFF IS AT FORESTVILLE, SANILAC COUNTY, MICHIGAN, IN UPPER
 OJ0200'PART OF VILLAGE PARK, 120 FEET NORTH OF CENTERLINE OF CEDAR
 OJ0200'AVENUE, 118.2 FEET EASTERLY OF SOUTHEAST CORNER OF 18 X 24
 OJ0200'FOOT FRAME DWELLING, 81.9 FEET NORTHEAST OF A UTILITY POLE, 69.2
 OJ0200'FEET SOUTHEAST OF UTILITY POLE AT END OF ROAD, 37 FEET EAST OF
 OJ0200'CENTERLINE OF LAKE STREET, 21.4 FEET WEST OF UTILITY POLE NO.
 OJ0200'9133 AT EDGE OF BLUFF, 18.2 FEET SOUTH OF 8-INCH DIAMETER
 OJ0200'BOX-ELDER, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST
 OJ0200'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3-8-INCH
 OJ0200'DIAMETER GALVANIZED STEEL PIPE, 22 FEET LONG.  THE PIPE IS
 OJ0200'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 OJ0200'BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW
 OJ0200'THE GROUND SURFACE.  BM BLUFF 1970.
 OJ0200
 OJ0200                          STATION RECOVERY (1980)
 OJ0200
 OJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0200'IN FORESTVILLE, AT THE NORTHEAST CORNER OF THE JUNCTION OF CEDAR
 OJ0200'AND LAKE STREETS, SET WEST OF POWER POLE NUMBER 9133, 36.6 METERS
 OJ0200'(120 FEET) NORTH OF THE CENTER OF CEDAR STREET, 11.3 METERS (37.0
 OJ0200'FEET) EAST OF THE CENTER OF LAKE STREET, 6.4 METERS (21.0 FEET)
 OJ0200'WEST OF THE POWER POLE.
 OJ0200'THE MARK IS 0.3 M BELOW GROUND.
 OJ0200
 OJ0200                          STATION RECOVERY (1994)
 OJ0200
 OJ0200'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0308 ***********************************************************************
 NE0308  DESIGNATION -  BM
 NE0308  PID         -  NE0308
 NE0308  STATE/COUNTY-  MI/ST CLAIR
 NE0308  COUNTRY     -  US
 NE0308  USGS QUAD   -  SMITHS CREEK (2017)
 NE0308
 NE0308                         *CURRENT SURVEY CONTROL
 NE0308  ______________________________________________________________________
 NE0308* NAD 83(1986) POSITION- 42 58 35.     (N) 082 36 47.     (W)   SCALED
 NE0308* NAVD 88 ORTHO HEIGHT -   203.395 (meters)      667.31  (feet) ADJUSTED
 NE0308  ______________________________________________________________________
 NE0308  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 NE0308  DYNAMIC HEIGHT  -        203.344 (meters)      667.14  (feet) COMP
 NE0308  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 NE0308
 NE0308  VERT ORDER      -  SECOND    CLASS 0
 NE0308
 NE0308.The horizontal coordinates were scaled from a map and have
 NE0308.an estimated accuracy of +/- 6 seconds.
 NE0308
 NE0308.The orthometric height was determined by differential leveling and
 NE0308.adjusted by the NATIONAL GEODETIC SURVEY
 NE0308.in June 1991.
 NE0308
 NE0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0308.GEOID18 height accuracy estimate available here.
 NE0308
 NE0308.Click photographs - Photos may exist for this station.
 NE0308
 NE0308.The dynamic height is computed by dividing the NAVD 88
 NE0308.geopotential number by the normal gravity value computed on the
 NE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0308.degrees latitude (g = 980.6199 gals.).
 NE0308
 NE0308.The modeled gravity was interpolated from observed gravity values.
 NE0308
 NE0308;                    North         East    Units  Estimated Accuracy
 NE0308;SPC MI S     -   165,480.    4,143,020.      MT  (+/- 180 meters Scaled)
 NE0308
 NE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH684594(NAD 83)
 NE0308
 NE0308                          SUPERSEDED SURVEY CONTROL
 NE0308
 NE0308  NGVD 29 (??/??/92)  203.52   (m)          667.7    (f) COMPUTED    2 0
 NE0308
 NE0308.Superseded values are not recommended for survey control.
 NE0308
 NE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0308.See file dsdata.pdf to determine how the superseded data were derived.
 NE0308
 NE0308_MARKER: Z = SEE DESCRIPTION
 NE0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0308_SP_SET: BRIDGE ABUTMENT
 NE0308_STAMPING: BM
 NE0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0308
 NE0308  HISTORY     - Date     Condition        Report By
 NE0308  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0308  HISTORY     - 1934     GOOD             CGS
 NE0308  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 NE0308
 NE0308                          STATION DESCRIPTION
 NE0308
 NE0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0308'0.4 MI E FROM GOODELLS.
 NE0308'0.4 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0308'STATION AT GOODELLS, ST. CLAIR COUNTY, AT STEEL BRIDGE 323-37,
 NE0308'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST CONCRETE ABUTMENT,
 NE0308'6.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 INCHES LOWER THAN
 NE0308'THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 NE0308
 NE0308                          STATION RECOVERY (2006)
 NE0308
 NE0308'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE0308'UNABLE TO LOCATE BRIDGE.  IT MAY HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0309 ***********************************************************************
 NE0309  DESIGNATION -  BM
 NE0309  PID         -  NE0309
 NE0309  STATE/COUNTY-  MI/ST CLAIR
 NE0309  COUNTRY     -  US
 NE0309  USGS QUAD   -  GOODELLS (2017)
 NE0309
 NE0309                         *CURRENT SURVEY CONTROL
 NE0309  ______________________________________________________________________
 NE0309* NAD 83(1986) POSITION- 42 58 49.     (N) 082 39 22.     (W)   SCALED
 NE0309* NAVD 88 ORTHO HEIGHT -   214.552 (meters)      703.91  (feet) ADJUSTED
 NE0309  ______________________________________________________________________
 NE0309  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 NE0309  DYNAMIC HEIGHT  -        214.498 (meters)      703.73  (feet) COMP
 NE0309  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 NE0309
 NE0309  VERT ORDER      -  SECOND    CLASS 0
 NE0309
 NE0309.The horizontal coordinates were scaled from a map and have
 NE0309.an estimated accuracy of +/- 6 seconds.
 NE0309
 NE0309.The orthometric height was determined by differential leveling and
 NE0309.adjusted by the NATIONAL GEODETIC SURVEY
 NE0309.in June 1991.
 NE0309
 NE0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0309.GEOID18 height accuracy estimate available here.
 NE0309
 NE0309.Click photographs - Photos may exist for this station.
 NE0309
 NE0309.The dynamic height is computed by dividing the NAVD 88
 NE0309.geopotential number by the normal gravity value computed on the
 NE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0309.degrees latitude (g = 980.6199 gals.).
 NE0309
 NE0309.The modeled gravity was interpolated from observed gravity values.
 NE0309
 NE0309;                    North         East    Units  Estimated Accuracy
 NE0309;SPC MI S     -   165,840.    4,139,500.      MT  (+/- 180 meters Scaled)
 NE0309
 NE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH649599(NAD 83)
 NE0309
 NE0309                          SUPERSEDED SURVEY CONTROL
 NE0309
 NE0309  NGVD 29 (??/??/92)  214.67   (m)          704.3    (f) COMPUTED    2 0
 NE0309
 NE0309.Superseded values are not recommended for survey control.
 NE0309
 NE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0309.See file dsdata.pdf to determine how the superseded data were derived.
 NE0309
 NE0309_MARKER: Z = SEE DESCRIPTION
 NE0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0309_SP_SET: BRIDGE ABUTMENT
 NE0309_STAMPING: BM
 NE0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0309
 NE0309  HISTORY     - Date     Condition        Report By
 NE0309  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0309  HISTORY     - 1934     GOOD             CGS
 NE0309  HISTORY     - 19991113 GOOD             USPSQD
 NE0309  HISTORY     - 20060409 GOOD             USPSQD
 NE0309
 NE0309                          STATION DESCRIPTION
 NE0309
 NE0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0309'0.5 MI W FROM GOODELLS.
 NE0309'0.5 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0309'STATION AT GOODELLS, ST. CLAIR COUNTY, AT STEEL BRIDGE 322-43, IN
 NE0309'THE TOP OF THE NORTHEAST CORNER OF THE EAST ABUTMENT, 6.7 FEET
 NE0309'NORTH OF THE NORTH RAIL, AND ABOUT 8 INCHES HIGHER THAN THE
 NE0309'TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 NE0309
 NE0309                          STATION RECOVERY (1999)
 NE0309
 NE0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0309'RECOVERED IN GOOD CONDITION.
 NE0309
 NE0309                          STATION RECOVERY (2006)
 NE0309
 NE0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE0309'STATION DESCRIPTION SHOULD BE CORRECTED TO STATE THAT MARK IS IN THE
 NE0309'TOP OF THE NORTHWEST CORNER OF THE EAST ABUTMENT, 8.5 FEET SOUTH OF
 NE0309'CENTER RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0387 ***********************************************************************
 OJ0387  DESIGNATION -  BM
 OJ0387  PID         -  OJ0387
 OJ0387  STATE/COUNTY-  MI/GENESEE
 OJ0387  COUNTRY     -  US
 OJ0387  USGS QUAD   -  FLINT NORTH (2017)
 OJ0387
 OJ0387                         *CURRENT SURVEY CONTROL
 OJ0387  ______________________________________________________________________
 OJ0387* NAD 83(1986) POSITION- 43 00 16.     (N) 083 40 50.     (W)   SCALED
 OJ0387* NAVD 88 ORTHO HEIGHT -   231.841 (meters)      760.63  (feet) ADJUSTED
 OJ0387  ______________________________________________________________________
 OJ0387  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 OJ0387  DYNAMIC HEIGHT  -        231.781 (meters)      760.43  (feet) COMP
 OJ0387  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 OJ0387
 OJ0387  VERT ORDER      -  SECOND    CLASS 0
 OJ0387
 OJ0387.The horizontal coordinates were scaled from a map and have
 OJ0387.an estimated accuracy of +/- 6 seconds.
 OJ0387
 OJ0387.The orthometric height was determined by differential leveling and
 OJ0387.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0387.in June 1991.
 OJ0387
 OJ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0387.GEOID18 height accuracy estimate available here.
 OJ0387
 OJ0387.Click photographs - Photos may exist for this station.
 OJ0387
 OJ0387.The dynamic height is computed by dividing the NAVD 88
 OJ0387.geopotential number by the normal gravity value computed on the
 OJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0387.degrees latitude (g = 980.6199 gals.).
 OJ0387
 OJ0387.The modeled gravity was interpolated from observed gravity values.
 OJ0387
 OJ0387;                    North         East    Units  Estimated Accuracy
 OJ0387;SPC MI S     -   167,340.    4,055,940.      MT  (+/- 180 meters Scaled)
 OJ0387
 OJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH815647(NAD 83)
 OJ0387
 OJ0387                          SUPERSEDED SURVEY CONTROL
 OJ0387
 OJ0387  NGVD 29 (??/??/92)  231.993  (m)          761.13   (f) ADJ UNCH    2 0
 OJ0387
 OJ0387.Superseded values are not recommended for survey control.
 OJ0387
 OJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0387.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0387
 OJ0387_MARKER: DD = SURVEY DISK
 OJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0387_MARK LOGO: MI1730
 OJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0387+STABILITY: SURFACE MOTION
 OJ0387
 OJ0387  HISTORY     - Date     Condition        Report By
 OJ0387  HISTORY     - UNK      MONUMENTED       MI1730
 OJ0387  HISTORY     - 1934     GOOD             CGS
 OJ0387  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0387
 OJ0387                          STATION DESCRIPTION
 OJ0387
 OJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0387'AT FLINT.
 OJ0387'AT FLINT, SAGINAW COUNTY, AT THE SOUTHWEST CORNER OF THE
 OJ0387'INTERSECTION OF SIXTH AND SAGINAW STREETS, 6 FEET SOUTHWEST
 OJ0387'OF THE INSIDE L FORMED BY THE SIDEWALK, AND 4.6 FEET SOUTHWEST
 OJ0387'OF THE INTERSECTION OF THE WEST CURB OF SAGINAW STREET WITH THE
 OJ0387'SOUTH CURB OF SIXTH STREET.  A CITY OF FLINT STANDARD DISK,
 OJ0387'SET IN THE TOP OF A CONCRETE POST.
 OJ0387
 OJ0387                          STATION RECOVERY (1969)
 OJ0387
 OJ0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0046 ***********************************************************************
 OK0046  DESIGNATION -  BM
 OK0046  PID         -  OK0046
 OK0046  STATE/COUNTY-  MI/GLADWIN
 OK0046  COUNTRY     -  US
 OK0046  USGS QUAD   -  GLADWIN (2017)
 OK0046
 OK0046                         *CURRENT SURVEY CONTROL
 OK0046  ______________________________________________________________________
 OK0046* NAD 83(1986) POSITION- 43 53 05.     (N) 084 29 13.     (W)   SCALED
 OK0046* NAVD 88 ORTHO HEIGHT -   217.560 (meters)      713.78  (feet) ADJUSTED
 OK0046  ______________________________________________________________________
 OK0046  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 OK0046  DYNAMIC HEIGHT  -        217.521 (meters)      713.65  (feet) COMP
 OK0046  MODELED GRAVITY -    980,437.6   (mgal)                       NAVD 88
 OK0046
 OK0046  VERT ORDER      -  SECOND    CLASS 0
 OK0046
 OK0046.The horizontal coordinates were scaled from a map and have
 OK0046.an estimated accuracy of +/- 6 seconds.
 OK0046
 OK0046.The orthometric height was determined by differential leveling and
 OK0046.adjusted by the NATIONAL GEODETIC SURVEY
 OK0046.in June 1991.
 OK0046
 OK0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0046.GEOID18 height accuracy estimate available here.
 OK0046
 OK0046.Click photographs - Photos may exist for this station.
 OK0046
 OK0046.The dynamic height is computed by dividing the NAVD 88
 OK0046.geopotential number by the normal gravity value computed on the
 OK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0046.degrees latitude (g = 980.6199 gals.).
 OK0046
 OK0046.The modeled gravity was interpolated from observed gravity values.
 OK0046
 OK0046;                    North         East    Units  Estimated Accuracy
 OK0046;SPC MI C     -    63,130.    5,990,330.      MT  (+/- 180 meters Scaled)
 OK0046
 OK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP018621(NAD 83)
 OK0046
 OK0046                          SUPERSEDED SURVEY CONTROL
 OK0046
 OK0046  NGVD 29 (??/??/92)  217.723  (m)          714.31   (f) ADJ UNCH    2 0
 OK0046
 OK0046.Superseded values are not recommended for survey control.
 OK0046
 OK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0046.See file dsdata.pdf to determine how the superseded data were derived.
 OK0046
 OK0046_MARKER: B = BOLT
 OK0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0046_SP_SET: BRIDGE
 OK0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0046
 OK0046  HISTORY     - Date     Condition        Report By
 OK0046  HISTORY     - UNK      MONUMENTED       MIDH
 OK0046  HISTORY     - 1934     GOOD             CGS
 OK0046  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0046
 OK0046                          STATION DESCRIPTION
 OK0046
 OK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0046'AT BEAVERTON.
 OK0046'AT THE NORTHEAST EDGE OF BEAVERTON, GLADWIN COUNTY, ON STATE
 OK0046'HIGHWAY 18, AT THE BRIDGE OVER ROSS LAKE, IN THE TOP OF THE
 OK0046'SOUTH WINGWALL, 12.4 FEET SOUTH OF THE CENTERLINE OF THE
 OK0046'HIGHWAY, AND LEVEL WITH THE ROADWAY.  A COPPER BOLT.
 OK0046
 OK0046                          STATION RECOVERY (1998)
 OK0046
 OK0046'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0074 ***********************************************************************
 NF0074  DESIGNATION -  BM
 NF0074  PID         -  NF0074
 NF0074  STATE/COUNTY-  MI/INGHAM
 NF0074  COUNTRY     -  US
 NF0074  USGS QUAD   -  EAST LANSING (2017)
 NF0074
 NF0074                         *CURRENT SURVEY CONTROL
 NF0074  ______________________________________________________________________
 NF0074* NAD 83(1986) POSITION- 42 43 33.     (N) 084 29 38.     (W)   SCALED
 NF0074* NAVD 88 ORTHO HEIGHT -   254.96  (+/-2cm)      836.5   (feet) VERTCON3
 NF0074  ______________________________________________________________________
 NF0074  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 NF0074  VERT ORDER      -  ? (See Below)
 NF0074
 NF0074.The horizontal coordinates were scaled from a map and have
 NF0074.an estimated accuracy of +/- 6 seconds.
 NF0074
 NF0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0074
 NF0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0074.GEOID18 height accuracy estimate available here.
 NF0074
 NF0074.The vertical order pertains to the NGVD 29 superseded value.
 NF0074
 NF0074.Click photographs - Photos may exist for this station.
 NF0074
 NF0074;                    North         East    Units  Estimated Accuracy
 NF0074;SPC MI S     -   136,170.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0074
 NF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051334(NAD 83)
 NF0074
 NF0074                          SUPERSEDED SURVEY CONTROL
 NF0074
 NF0074  NGVD 29 (??/??/92)  255.095  (m)          836.92   (f) ADJ UNCH       
 NF0074
 NF0074.Superseded values are not recommended for survey control.
 NF0074
 NF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0074.See file dsdata.pdf to determine how the superseded data were derived.
 NF0074
 NF0074_MARKER: P = PIPE CAP
 NF0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0074_STAMPING: PRIM TRAV STA NO 12 1908 MICH 837
 NF0074_MARK LOGO: USGS
 NF0074_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0074
 NF0074  HISTORY     - Date     Condition        Report By
 NF0074  HISTORY     - 1908     MONUMENTED       USGS
 NF0074  HISTORY     - 1932     GOOD             MISCOL
 NF0074
 NF0074                          STATION DESCRIPTION
 NF0074
 NF0074'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0074'AT EAST LANSING.
 NF0074'AT EAST LANSING, INGHAM COUNTY, AT THE NORTHWEST CORNER OF THE
 NF0074'INTERSECTION OF HARRISON ROAD AND MICHIGAN AVENUE, ACROSS THE
 NF0074'ROAD FROM THE WHITE ELEPHANT, 61 FEET WEST OF THE HARRISON ROAD
 NF0074'SIDEWALK, AND 33 FEET NORTH OF THE CENTERLINE OF THE STREET
 NF0074'CAR TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NF0074'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 10
 NF0074'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0567 ***********************************************************************
 NF0567  DESIGNATION -  BM
 NF0567  PID         -  NF0567
 NF0567  STATE/COUNTY-  MI/ST JOSEPH
 NF0567  COUNTRY     -  US
 NF0567  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0567
 NF0567                         *CURRENT SURVEY CONTROL
 NF0567  ______________________________________________________________________
 NF0567* NAD 83(1986) POSITION- 42 03 54.     (N) 085 38 08.     (W)   SCALED
 NF0567* NAVD 88 ORTHO HEIGHT -   261.106 (meters)      856.65  (feet) ADJUSTED
 NF0567  ______________________________________________________________________
 NF0567  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 NF0567  DYNAMIC HEIGHT  -        261.020 (meters)      856.36  (feet) COMP
 NF0567  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 NF0567
 NF0567  VERT ORDER      -  SECOND    CLASS 0
 NF0567
 NF0567.The horizontal coordinates were scaled from a map and have
 NF0567.an estimated accuracy of +/- 6 seconds.
 NF0567
 NF0567.The orthometric height was determined by differential leveling and
 NF0567.adjusted by the NATIONAL GEODETIC SURVEY
 NF0567.in June 1991.
 NF0567
 NF0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0567.GEOID18 height accuracy estimate available here.
 NF0567
 NF0567.Click photographs - Photos may exist for this station.
 NF0567
 NF0567.The dynamic height is computed by dividing the NAVD 88
 NF0567.geopotential number by the normal gravity value computed on the
 NF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0567.degrees latitude (g = 980.6199 gals.).
 NF0567
 NF0567.The modeled gravity was interpolated from observed gravity values.
 NF0567
 NF0567;                    North         East    Units  Estimated Accuracy
 NF0567;SPC MI S     -    63,550.    3,894,980.      MT  (+/- 180 meters Scaled)
 NF0567
 NF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM128578(NAD 83)
 NF0567
 NF0567                          SUPERSEDED SURVEY CONTROL
 NF0567
 NF0567  NGVD 29 (??/??/92)  261.246  (m)          857.10   (f) ADJ UNCH    2 0
 NF0567
 NF0567.Superseded values are not recommended for survey control.
 NF0567
 NF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0567.See file dsdata.pdf to determine how the superseded data were derived.
 NF0567
 NF0567_MARKER: Q = CHISELED SQUARE
 NF0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0567_SP_SET: WATER TOWER FOOTING
 NF0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0567
 NF0567  HISTORY     - Date     Condition        Report By
 NF0567  HISTORY     - UNK      MONUMENTED       USGS
 NF0567  HISTORY     - 1934     GOOD             CGS
 NF0567  HISTORY     - 1966     MARK NOT FOUND   USGS
 NF0567
 NF0567                          STATION DESCRIPTION
 NF0567
 NF0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0567'AT FLOWERFIELD.
 NF0567'AT FLOWERFIELD, ST. JOSEPH COUNTY, AT NEW YORK CENTRAL RAILROAD
 NF0567'WATER TOWER, ON THE SOUTHWEST FOOTING, 7 FEET EAST OF THE EAST
 NF0567'RAIL OF THE MAIN TRACK, 6 INCHES HIGHER THAN THE TOP OF THE
 NF0567'RAIL, AND 1 FOOT ABOVE GROUND.  A CHISELED SQUARE.
 NF0567
 NF0567                          STATION RECOVERY (1966)
 NF0567
 NF0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0084 ***********************************************************************
 NE0084  DESIGNATION -  BM GTWRR
 NE0084  PID         -  NE0084
 NE0084  STATE/COUNTY-  MI/ST CLAIR
 NE0084  COUNTRY     -  US
 NE0084  USGS QUAD   -  PORT HURON (2017)
 NE0084
 NE0084                         *CURRENT SURVEY CONTROL
 NE0084  ______________________________________________________________________
 NE0084* NAD 83(1986) POSITION- 42 59 03.8    (N) 082 26 34.4    (W)   HD_HELD2
 NE0084* NAVD 88 ORTHO HEIGHT -   181.598 (meters)      595.79  (feet) ADJUSTED
 NE0084  ______________________________________________________________________
 NE0084  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 NE0084  DYNAMIC HEIGHT  -        181.553 (meters)      595.65  (feet) COMP
 NE0084  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 NE0084
 NE0084  VERT ORDER      -  SECOND    CLASS 0
 NE0084
 NE0084.The horizontal coordinates were established by autonomous hand held GPS
 NE0084.observations and have an estimated accuracy of +/- 10 meters.
 NE0084
 NE0084.The orthometric height was determined by differential leveling and
 NE0084.adjusted by the NATIONAL GEODETIC SURVEY
 NE0084.in June 1991.
 NE0084
 NE0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0084.GEOID18 height accuracy estimate available here.
 NE0084
 NE0084.Click photographs - Photos may exist for this station.
 NE0084
 NE0084.The dynamic height is computed by dividing the NAVD 88
 NE0084.geopotential number by the normal gravity value computed on the
 NE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0084.degrees latitude (g = 980.6199 gals.).
 NE0084
 NE0084.The modeled gravity was interpolated from observed gravity values.
 NE0084
 NE0084;                    North         East    Units  Estimated Accuracy
 NE0084;SPC MI S     -   166,675.    4,156,878.      MT  (+/- 10 meters HH2 GPS)
 NE0084
 NE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8236160091(NAD 83)
 NE0084
 NE0084                          SUPERSEDED SURVEY CONTROL
 NE0084
 NE0084  NGVD 29 (??/??/92)  181.726  (m)          596.21   (f) ADJ UNCH    2 0
 NE0084
 NE0084.Superseded values are not recommended for survey control.
 NE0084
 NE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0084.See file dsdata.pdf to determine how the superseded data were derived.
 NE0084
 NE0084_MARKER: DD = SURVEY DISK
 NE0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0084_SP_SET: BRIDGE ABUTMENT
 NE0084_STAMPING: BM
 NE0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0084+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 NE0084
 NE0084  HISTORY     - Date     Condition        Report By
 NE0084  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0084  HISTORY     - 1934     GOOD             CGS
 NE0084  HISTORY     - 1934     GOOD             CGS
 NE0084  HISTORY     - 19970705 GOOD             USPSQD
 NE0084  HISTORY     - 20030413 POOR             USPSQD
 NE0084  HISTORY     - 20080425 GOOD             SPICE
 NE0084
 NE0084                          STATION DESCRIPTION
 NE0084
 NE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0084'AT PORT HURON.
 NE0084'AT PORT HURON, ST. CLAIR COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY,
 NE0084'31 YARDS EAST OF THE INTERSECTION OF THE SOUTH RAIL WITH THE
 NE0084'CENTERLINE OF WATER STREET, AT THE STEEL DRAW-BRIDGE OVER BLACK
 NE0084'RIVER, IN THE TOP OF THE SOUTH CORNER OF THE MOST SOUTHWESTERLY
 NE0084'CONCRETE ABUTMENT, 6.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 NE0084'ABOUT 8 INCHES LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH
 NE0084'BRONZE PLUG, STAMPED B.M.
 NE0084
 NE0084                          STATION RECOVERY (1934)
 NE0084
 NE0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NE0084'RECOVERED IN GOOD CONDITION.
 NE0084
 NE0084                          STATION RECOVERY (1997)
 NE0084
 NE0084'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0084'RECOVERED IN GOOD CONDITION.
 NE0084
 NE0084                          STATION RECOVERY (2003)
 NE0084
 NE0084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0084'MARK IS NOT LEGIBLE.
 NE0084
 NE0084                          STATION RECOVERY (2008)
 NE0084
 NE0084'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008 (ESB)
 NE0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1313 ***********************************************************************
 RJ1313  DESIGNATION -  BMM C8W 018
 RJ1313  PID         -  RJ1313
 RJ1313  STATE/COUNTY-  MI/CHIPPEWA
 RJ1313  COUNTRY     -  US
 RJ1313  USGS QUAD   -  MUNUSCONG (2017)
 RJ1313
 RJ1313                         *CURRENT SURVEY CONTROL
 RJ1313  ______________________________________________________________________
 RJ1313* NAD 83(1994) POSITION- 46 13 10.41079(N) 084 09 57.95899(W)   ADJUSTED
 RJ1313* NAVD 88 ORTHO HEIGHT -   177.6   (meters)      583.    (feet) VERTCON3
 RJ1313  ______________________________________________________________________
 RJ1313  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 RJ1313  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 RJ1313  HORZ ORDER      -  SECOND
 RJ1313
 RJ1313.The horizontal coordinates were established by classical geodetic methods
 RJ1313.and adjusted by the National Geodetic Survey in February 1997.
 RJ1313
 RJ1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1313
 RJ1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1313.GEOID18 height accuracy estimate available here.
 RJ1313
 RJ1313.Click photographs - Photos may exist for this station.
 RJ1313
 RJ1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1313
 RJ1313. The following values were computed from the NAD 83(1994) position.
 RJ1313
 RJ1313;                    North         East     Units Scale Factor Converg.
 RJ1313;SPC MI N     -   163,535.368 8,218,585.692   MT  0.99990349   +2 02 53.9
 RJ1313;SPC MI N     -   536,533.36 26,963,863.82   iFT  0.99990349   +2 02 53.9
 RJ1313;UTM  16      - 5,122,346.483   718,562.211   MT  1.00018725   +2 02 48.7
 RJ1313
 RJ1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1313!SPC MI N     -   0.99997789  x   0.99990349  =   0.99988138
 RJ1313!UTM  16      -   0.99997789  x   1.00018725  =   1.00016513
 RJ1313
 RJ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1856222346(NAD 83)
 RJ1313
 RJ1313                          SUPERSEDED SURVEY CONTROL
 RJ1313
 RJ1313  NAD 83(1986)-  46 13 10.40213(N)    084 09 57.95569(W) AD(       ) 2
 RJ1313  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1313
 RJ1313.Superseded values are not recommended for survey control.
 RJ1313
 RJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1313.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1313
 RJ1313_MARKER: DS = TRIANGULATION STATION DISK
 RJ1313_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1313+WITH SETTING: PAVEMENT
 RJ1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1313+STABILITY: SURFACE MOTION
 RJ1313
 RJ1313  HISTORY     - Date     Condition        Report By
 RJ1313  HISTORY     - 1988     MONUMENTED       USACE
 RJ1313
 RJ1313                          STATION DESCRIPTION
 RJ1313
 RJ1313'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1313'THE STATION IS LOCATED ABOUT 34.0 KM (21.1 MI) SOUTH-SOUTHEAST OF
 RJ1313'SAULT STE MARIE, 34.0 KM (21.1 MI) EAST OF RUDYARD, AND
 RJ1313'32.2 KM (20 MI)
 RJ1313'NORTHWEST OF DETOUR VILLAGE EAST OF WEST NEEBISH CHANNEL AT
 RJ1313'NAVIGATION LIGHT NO 14R, IN FRAC. SEC 10, T44N-R2E.
 RJ1313'OWNERSHIP---U.S. COAST GUARD, MAINTENANCE/LOGISTICS COMMAND,
 RJ1313'ATLANTIC.
 RJ1313'
 RJ1313'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1313'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO
 RJ1313'SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1313'BY BOAT DOWNRIVER FOR 20 MINUTES ALONG THE WEST NEEBISH CHANNEL TO
 RJ1313'CONCRETE PLATFORM CONTAINING NAVIGATION LIGHT NO 14R AND THE STATION.
 RJ1313'
 RJ1313'THE STATION IS A STANDARD COE DISK
 RJ1313'THAT IS STAMPED---C8W-018 1988---, SET INTO CONCRETE PLATFORM.
 RJ1313'
 RJ1313'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8077 ***********************************************************************
 AA8077  CBN         -  This is a Cooperative Base Network Control Station.
 AA8077  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8077  DESIGNATION -  BOAT RAMP
 AA8077  PID         -  AA8077
 AA8077  STATE/COUNTY-  MI/MARQUETTE
 AA8077  COUNTRY     -  US
 AA8077  USGS QUAD   -  BIG BAY (2017)
 AA8077
 AA8077                         *CURRENT SURVEY CONTROL
 AA8077  ______________________________________________________________________
 AA8077* NAD 83(2011) POSITION- 46 49 34.62983(N) 087 43 40.41520(W)   ADJUSTED
 AA8077* NAD 83(2011) ELLIP HT-   150.595 (meters)        (06/27/12)   ADJUSTED
 AA8077* NAD 83(2011) EPOCH   -  2010.00
 AA8077* NAVD 88 ORTHO HEIGHT -   185.9   (meters)      610.    (feet) GPS OBS
 AA8077  ______________________________________________________________________
 AA8077  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8077  GEOID HEIGHT    -        -34.935 (meters)                     GEOID93
 AA8077  GEOID HEIGHT    -        -35.381 (meters)                     GEOID18
 AA8077  NAD 83(2011) X  -    173,325.298 (meters)                     COMP
 AA8077  NAD 83(2011) Y  - -4,368,457.271 (meters)                     COMP
 AA8077  NAD 83(2011) Z  -  4,628,682.725 (meters)                     COMP
 AA8077  LAPLACE CORR    -         -7.26  (seconds)                    DEFLEC18
 AA8077
 AA8077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8077  Standards:
 AA8077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8077  -------------------------------------------------------------------
 AA8077  NETWORK    1.38   4.31           0.66   0.40   2.20      0.00040165
 AA8077  -------------------------------------------------------------------
 AA8077  Click here for local accuracies and other accuracy information.
 AA8077
 AA8077.The horizontal coordinates were established by GPS observations
 AA8077.and adjusted by the National Geodetic Survey in June 2012.
 AA8077
 AA8077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8077.been affixed to the stable North American tectonic plate. See 
 AA8077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8077
 AA8077.The horizontal coordinates are valid at the epoch date displayed above
 AA8077.which is a decimal equivalence of Year/Month/Day.
 AA8077
 AA8077.The orthometric height was determined by GPS observations and a
 AA8077.high-resolution geoid model.
 AA8077
 AA8077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8077.GEOID18 height accuracy estimate available here.
 AA8077
 AA8077.This Water Level Mark is designated as VM 23824
 AA8077.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8077
 AA8077.Click photographs - Photos may exist for this station.
 AA8077
 AA8077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8077
 AA8077.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8077
 AA8077.The ellipsoidal height was determined by GPS observations
 AA8077.and is referenced to NAD 83.
 AA8077
 AA8077. The following values were computed from the NAD 83(2011) position.
 AA8077
 AA8077;                    North         East     Units Scale Factor Converg.
 AA8077;SPC MI N     -   227,321.831 7,944,463.889   MT  0.99994741   -0 31 34.0
 AA8077;SPC MI N     -   745,806.53 26,064,514.07   iFT  0.99994741   -0 31 34.0
 AA8077;UTM  16      - 5,186,117.393   444,482.497   MT  0.99963788   -0 31 51.1
 AA8077
 AA8077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8077!SPC MI N     -   0.99997639  x   0.99994741  =   0.99992381
 AA8077!UTM  16      -   0.99997639  x   0.99963788  =   0.99961428
 AA8077
 AA8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4448286117(NAD 83)
 AA8077
 AA8077                          SUPERSEDED SURVEY CONTROL
 AA8077
 AA8077  NAD 83(2007)-  46 49 34.62999(N)    087 43 40.41626(W) AD(2002.00) 0
 AA8077  ELLIP H (02/10/07)  150.613  (m)                       GP(2002.00)    
 AA8077  ELLIP H (07/12/02)  150.615  (m)                       GP(       ) 4 2
 AA8077  NAD 83(1994)-  46 49 34.63009(N)    087 43 40.41599(W) AD(       ) B
 AA8077  ELLIP H (09/20/95)  150.636  (m)                       GP(       ) 1 2
 AA8077
 AA8077.Superseded values are not recommended for survey control.
 AA8077
 AA8077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8077.See file dsdata.pdf to determine how the superseded data were derived.
 AA8077
 AA8077_MARKER: DV = VERTICAL CONTROL DISK
 AA8077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8077_STAMPING: BOAT RAMP 1994
 AA8077_MARK LOGO: NGS
 AA8077_PROJECTION: FLUSH
 AA8077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8077+STABILITY: SURFACE MOTION
 AA8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8077+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2025
 AA8077
 AA8077  HISTORY     - Date     Condition        Report By
 AA8077  HISTORY     - 1994     MONUMENTED       LOCSUR
 AA8077  HISTORY     - 19940802 GOOD             NGS
 AA8077  HISTORY     - 19990525 GOOD             SUND
 AA8077  HISTORY     - 20030615 GOOD             GEOCAC
 AA8077  HISTORY     - 20061007 GOOD             GEOCAC
 AA8077  HISTORY     - 20150609 GOOD             USACED
 AA8077  HISTORY     - 20250530 GOOD             MIDT
 AA8077
 AA8077                          STATION DESCRIPTION
 AA8077
 AA8077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8077'STATION IS LOCATED IN QUAD 460874, ABOUT 25 MI (40.2 KM)
 AA8077'NORTH-NORTHWEST OF MARQUETTE, IN THE TOWN OF BIG BAY, AT PUBLIC ACCESS
 AA8077'RAMP TO LAKE SUPERIOR IN THE TOWN OF BIG BAY, IN THE SOUTHWEST 1/4 OF
 AA8077'SECTION 10, T 51 N, R 27 W, POWELL TOWNSHIP AND ON THE BIG BAY
 AA8077'QUADRANGLE MAP.  OWNERSHIP--STATE OF MICHIGAN.  NOTE--SITE IS MANAGED
 AA8077'BY PERKINS PARK CAMPGROUND, BIG BAY, MI.  CONTACT KIM BOURGEOIS,
 AA8077'CAMPGROUND MANAGER, PRIOR TO OCCUPATION TO INFORM HER OF OCCUPATION
 AA8077'SCHEDULE.  PHONE 906-345-9353.  TO REACH FROM THE JUNCTION OF U.S.
 AA8077'HIGHWAY 41, U.S.  HIGHWAY 41 BUSINESS AND STATE HIGHWAY 28 ON THE EAST
 AA8077'SIDE OF MARQUETTE, GO NORTH ON U.S.  HIGHWAY 41 BUSINESS FOR 0.45 MI
 AA8077'(0.72 KM) TO WASHINGTON STREET.  TURN LEFT, WEST, ON WASHINGTON STREET
 AA8077'FOR 0.2 MI (0.3 KM) TO FOURTH STREET.  TURN RIGHT, NORTH, ON FOURTH
 AA8077'STREET FOR 1.45 MI (2.33 KM) TO WRIGHT STREET.  TURN LEFT, WEST, ON
 AA8077'WRIGHT STREET FOR 0.45 MI (0.72 KM) TO A BLINKING TRAFFIC SIGNAL AND
 AA8077'SUGARLOAF AVENUE ON THE RIGHT, MARQUETTE COUNTY ROAD 550.  TURN RIGHT,
 AA8077'NORTHWEST, ON COUNTY ROAD 550 FOR 14.7 MI (23.7 KM) TO SAULK HEAD ROAD
 AA8077'(ROAD 550/KE) ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY ROAD 550 FOR
 AA8077'11.1 MI (17.9 KM) TO THE INTERSECTION OF BENSINGER AND DEUTSH ROADS IN
 AA8077'BIG BAY AND THE COMMUNITY UNITED PRESBYTERIAN CHURCH ON THE LEFT.
 AA8077'CONTINUE NORTHERLY THEN WESTERLY ON BENSINGER ROAD FOR 0.2 MI (0.3 KM)
 AA8077'TO SHENK ROAD. TURN RIGHT, NORTH, ON SHENK ROAD FOR 0.3 MI (0.5 KM) TO
 AA8077'A FORK, KF/KCB ROAD LEFT, SHENK ROAD RIGHT.  KEEP LEFT AND CONTINUE
 AA8077'NORTHERLY ON KF/KCB ROAD FOR 0.15 MI (0.24 KM) TO THE SECOND ASPHALT
 AA8077'ROAD ON THE RIGHT AND A YELLOW GATE.  PASS THROUGH GATE AND GO
 AA8077'NORTHEAST ACROSS PARKING AREA FOR 0.05 MI (0.08 KM) TO THE SOUTHWEST
 AA8077'END OF THE BOAT RAMP AND THE STATION ON THE LEFT ABOUT 2 FEET (0.6 M)
 AA8077'HIGHER THAN THE RAMP.  STATION PROJECTS 4 CM ABOVE GROUND.  IT IS
 AA8077'105.0 FT (32.0 M) WEST OF THE SOUTHWEST CORNER OF OFFICE/REST ROOM
 AA8077'BUILDING, 87.0 FT (26.5 M) NORTHWEST OF A FLAG POLE, 45.0 FT (13.7 M)
 AA8077'SOUTH OF ANGLE POLE IN FENCE LINE, AND 32.2 FT (9.8 M) WEST OF THE
 AA8077'WEST SIDE OF RAMP, AND 4.0 FT (1.2 M) WEST-NORTHWEST OF A WOOD POST.
 AA8077
 AA8077                          STATION RECOVERY (1999)
 AA8077
 AA8077'RECOVERY NOTE BY SUNDBERG CARLSON + ASSOC INC 1999 (BAA)
 AA8077'RECOVERED AS DESCRIBED.
 AA8077
 AA8077                          STATION RECOVERY (2003)
 AA8077
 AA8077'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AA8077'RECOVERED IN GOOD CONDITION.
 AA8077
 AA8077                          STATION RECOVERY (2006)
 AA8077
 AA8077'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 AA8077'RECOVERED IN GOOD CONDITION.
 AA8077
 AA8077                          STATION RECOVERY (2015)
 AA8077
 AA8077'RECOVERY NOTE BY USACE DETROIT DISTRICT 2015 (OCM)
 AA8077'RECOVERED IN GOOD CONDITION.
 AA8077
 AA8077                          STATION RECOVERY (2025)
 AA8077
 AA8077'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA8077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0207 ***********************************************************************
 OJ0207  DESIGNATION -  BOC
 OJ0207  PID         -  OJ0207
 OJ0207  STATE/COUNTY-  MI/HURON
 OJ0207  COUNTRY     -  US
 OJ0207  USGS QUAD   -  FORESTVILLE (2017)
 OJ0207
 OJ0207                         *CURRENT SURVEY CONTROL
 OJ0207  ______________________________________________________________________
 OJ0207* NAD 83(1986) POSITION- 43 44 26.     (N) 082 36 53.     (W)   SCALED
 OJ0207* NAVD 88 ORTHO HEIGHT -   180.094 (meters)      590.86  (feet) ADJUSTED
 OJ0207  ______________________________________________________________________
 OJ0207  GEOID HEIGHT    -        -35.127 (meters)                     GEOID18
 OJ0207  DYNAMIC HEIGHT  -        180.061 (meters)      590.75  (feet) COMP
 OJ0207  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 OJ0207
 OJ0207  VERT ORDER      -  FIRST     CLASS 0
 OJ0207
 OJ0207.The horizontal coordinates were scaled from a map and have
 OJ0207.an estimated accuracy of +/- 6 seconds.
 OJ0207
 OJ0207.The orthometric height was determined by differential leveling and
 OJ0207.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0207.in June 1991.
 OJ0207
 OJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0207.GEOID18 height accuracy estimate available here.
 OJ0207
 OJ0207.Click photographs - Photos may exist for this station.
 OJ0207
 OJ0207.The dynamic height is computed by dividing the NAVD 88
 OJ0207.geopotential number by the normal gravity value computed on the
 OJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0207.degrees latitude (g = 980.6199 gals.).
 OJ0207
 OJ0207.The modeled gravity was interpolated from observed gravity values.
 OJ0207
 OJ0207;                    North         East    Units  Estimated Accuracy
 OJ0207;SPC MI S     -   250,360.    4,141,120.      MT  (+/- 180 meters Scaled)
 OJ0207
 OJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ699443(NAD 83)
 OJ0207
 OJ0207                          SUPERSEDED SURVEY CONTROL
 OJ0207
 OJ0207  NGVD 29 (11/26/84)  180.203  (m)          591.22   (f) ADJUSTED    1 0
 OJ0207
 OJ0207.Superseded values are not recommended for survey control.
 OJ0207
 OJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0207
 OJ0207_MARKER: I = METAL ROD
 OJ0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0207_SP_SET: BRIDGE
 OJ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0207
 OJ0207  HISTORY     - Date     Condition        Report By
 OJ0207  HISTORY     - 1970     MONUMENTED       USLS
 OJ0207  HISTORY     - 1970     GOOD             USLS
 OJ0207  HISTORY     - 1980     GOOD             NGS
 OJ0207  HISTORY     - 19991211 GOOD             USPSQD
 OJ0207  HISTORY     - 20081123 MARK NOT FOUND   INDIV
 OJ0207
 OJ0207                          STATION DESCRIPTION
 OJ0207
 OJ0207'DESCRIBED BY US LAKE SURVEY 1970
 OJ0207'5.5 MI N FROM FORESTVILLE.
 OJ0207'BOC IS IN HURON COUNTY, MICHIGAN, ABOUT 5.54 MILES NORTH ALONG
 OJ0207'HIGHWAY U.S. 25 FROM THE INTERSECTION OF CEDAR STREET AND
 OJ0207'LAKESHORE ROAD (U.S. 25) IN FORESTVILLE, AT THE NORTHWEST END
 OJ0207'OF THE BRIDGE OVER ELM CREEK, ON TOP OF THE NORTHWEST WING
 OJ0207'WALL, 21 FEET WEST OF THE CENTERLINE OF U.S. 25, 3.6 FEET EAST
 OJ0207'OF THE MOST WESTERLY WING WALL FACE, AND 0.4 FEET NORTH OF THE
 OJ0207'MOST SOUTHERLY WING WALL FACE, BEING HIGHEST POINT ON TOP OF A
 OJ0207'5/8-INCH HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM BOC 1970
 OJ0207
 OJ0207                          STATION RECOVERY (1980)
 OJ0207
 OJ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0207'8.9 KILOMETERS (5.55 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0207'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET IN THE WEST END OF THE
 OJ0207'NORTH ABUTMENT OF THE BRIDGE OVER ELM CREEK. 6.4 METERS (21.0 FEET)
 OJ0207'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER (0.7 FOOT) WEST
 OJ0207'OF THE WEST FACE OF THE CONCRETE PILLAR FOR THE METAL RAILING, NOTE,
 OJ0207'NO ARCHIVE NUMBER FOUND FOR DOC ARCHIVE NUMBER ABOVE IS LISTED
 OJ0207'UNDER BOC, THE NUMBER FALLS IN LINE WITH AREA.
 OJ0207'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0207
 OJ0207                          STATION RECOVERY (1999)
 OJ0207
 OJ0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0207'RECOVERED IN GOOD CONDITION.
 OJ0207
 OJ0207                          STATION RECOVERY (2008)
 OJ0207
 OJ0207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JCK)
 OJ0207'BRIDGE RECONSTUCTED 2003
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0585 ***********************************************************************
 QK0585  DESIGNATION -  BOIS
 QK0585  PID         -  QK0585
 QK0585  STATE/COUNTY-  MI/MACKINAC
 QK0585  COUNTRY     -  US
 QK0585  USGS QUAD   -  CHEBOYGAN (2017)
 QK0585
 QK0585                         *CURRENT SURVEY CONTROL
 QK0585  ______________________________________________________________________
 QK0585* NAD 83(1994) POSITION- 45 43 49.44519(N) 084 28 54.08524(W)   ADJUSTED
 QK0585* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0585  ______________________________________________________________________
 QK0585  GEOID HEIGHT    -        -35.955 (meters)                     GEOID18
 QK0585  LAPLACE CORR    -         -7.14  (seconds)                    DEFLEC18
 QK0585  HORZ ORDER      -  SECOND
 QK0585
 QK0585.The horizontal coordinates were established by classical geodetic methods
 QK0585.and adjusted by the National Geodetic Survey in February 1997.
 QK0585
 QK0585.The orthometric height was scaled from a topographic map.
 QK0585
 QK0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0585.GEOID18 height accuracy estimate available here.
 QK0585
 QK0585.Click photographs - Photos may exist for this station.
 QK0585
 QK0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0585
 QK0585. The following values were computed from the NAD 83(1994) position.
 QK0585
 QK0585;                    North         East     Units Scale Factor Converg.
 QK0585;SPC MI N     -   108,375.113 8,195,978.954   MT  0.99994942   +1 49 12.8
 QK0585;SPC MI N     -   355,561.39 26,889,694.73   iFT  0.99994942   +1 49 12.8
 QK0585;UTM  16      - 5,067,178.377   695,941.903   MT  1.00007203   +1 48 13.8
 QK0585
 QK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0585!SPC MI N     -   0.99997743  x   0.99994942  =   0.99992685
 QK0585!UTM  16      -   0.99997743  x   1.00007203  =   1.00004945
 QK0585
 QK0585:                Primary Azimuth Mark                     Grid Az
 QK0585:SPC MI N     -  BOIS AZ MK                               072 56 34.5
 QK0585:UTM  16      -  BOIS AZ MK                               072 57 33.5
 QK0585
 QK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9594167178(NAD 83)
 QK0585
 QK0585|---------------------------------------------------------------------|
 QK0585| PID    Reference Object                     Distance      Geod. Az  |
 QK0585|                                                           dddmmss.s |
 QK0585| CH1732 BOIS RM 1                             8.952 METERS 06240     |
 QK0585| CH1731 BOIS AZ MK                                         0744547.3 |
 QK0585| CH1733 BOIS RM 2                            10.336 METERS 18025     |
 QK0585|---------------------------------------------------------------------|
 QK0585
 QK0585                          SUPERSEDED SURVEY CONTROL
 QK0585
 QK0585  NAD 83(1986)-  45 43 49.43776(N)    084 28 54.08482(W) AD(       ) 2
 QK0585  NAD 27      -  45 43 49.39000(N)    084 28 53.95000(W) AD(       ) 2
 QK0585
 QK0585.Superseded values are not recommended for survey control.
 QK0585
 QK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0585.See file dsdata.pdf to determine how the superseded data were derived.
 QK0585
 QK0585_MARKER: DS = TRIANGULATION STATION DISK
 QK0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0585_STAMPING: BOIS 1956
 QK0585_MARK LOGO: CGS
 QK0585_PROJECTION: PROJECTING 3 CENTIMETERS
 QK0585_MAGNETIC: P = MARKER IS A STEEL PIPE
 QK0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0585+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 QK0585
 QK0585  HISTORY     - Date     Condition        Report By
 QK0585  HISTORY     - 1956     MONUMENTED       CGS
 QK0585  HISTORY     - 19950710 GOOD             USPSQD
 QK0585  HISTORY     - 20200929 GOOD             HEI
 QK0585
 QK0585                          STATION DESCRIPTION
 QK0585
 QK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0585'THE STATION IS LOCATED ON THE SOUTHWEST EDGE OF BOIS BLANC ISLAND, AT
 QK0585'THE SMALL COMMUNITY OF POINTE AUX PINS.  IT IS ABOUT 14 MILES EAST OF
 QK0585'MACKINAW CITY, ABOUT 6 MILES NORTH OF CHEBOYGAN, ON ROAD RIGHT-OF-WAY.
 QK0585'IT IS 14 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 11 FEET EAST
 QK0585'OF A 10 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 29
 QK0585'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 35 FEET NORTHWEST
 QK0585'OF THE NORTHWEST CORNER OF A FRAME BUILDING AND 63 FEET NORTH OF THE
 QK0585'WATER LINE.  THE DISK IS SET IN CONCRETE IN THE TOP OF A 4 INCH CAST
 QK0585'IRON PIPE THAT PROJECTS 4 INCHES.  IT IS STAMPED BOIS 1956.
 QK0585'
 QK0585'TO REACH THE STATION FROM THE BOAT DOCK IN THE SMALL COMMUNITY OF
 QK0585'POINTS AUX PINS, GO WEST ON GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON
 QK0585'THE RIGHT.*
 QK0585'
 QK0585'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD FOR
 QK0585'0.6 MILE TO THE DEPARTMENT OF CONSERVATION FIELD OFFICE BUILDING ON
 QK0585'THE LEFT. CONTINUE EAST ON GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE
 QK0585'LEFT.
 QK0585'
 QK0585'REFERENCE MARK 1 IS 18 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0585'ROAD, 33 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK AND 40
 QK0585'FEET NORTH OF THE NORTHEAST CORNER OF THE FRAME BUILDING.  THE DISK IS
 QK0585'SET IN CONCRETE IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS 4
 QK0585'INCHES.  IT IS STAMPED BOIS NO 1 1956.
 QK0585'
 QK0585'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 QK0585'ROAD, 30 FEET SOUTH OF THE 10 INCH PINE TREE WITH A TRIANGULAR BLAZE
 QK0585'ON THE EAST SIDE, 27 FEET WEST OF THE NORTHWEST CORNER OF THE FRAME
 QK0585'BUILDING AND 28 FEET NORTH OF THE WATER LINE.  THE DISK IS SET IN
 QK0585'CONCRETE IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.
 QK0585'IT IS STAMPED BOIS NO 2 1956.
 QK0585'
 QK0585'THE AZIMUTH MARK IS 11 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0585'2 FEET WEST OF A FENCE CORNER AND 12 FEET SOUTHEAST OF A 12 INCH
 QK0585'SPRUCE TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE DISK IS
 QK0585'SET IN CONCRETE IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS 12
 QK0585'INCHES.  IT IS STAMPED BOIS 1956.
 QK0585'
 QK0585'*BOIS BLANC ISLAND CAN BE REACHED BY FERRY FROM CHEBOYGAN.
 QK0585'
 QK0585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0585
 QK0585                          STATION RECOVERY (1995)
 QK0585
 QK0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0585'RECOVERED IN GOOD CONDITION.
 QK0585
 QK0585                          STATION RECOVERY (2020)
 QK0585
 QK0585'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (CLE)
 QK0585'STATION WAS FOUND IN GOOD CONDITION ABOUT 30 FT (9.1 M) NORTH OF
 QK0585'WATERS EDGE IN CLUMP OF EVERGREEN TREES.  FOUND WITNESSES REFERENCE
 QK0585'MONUMENT 1, AZIMUTH MARK, 10 IN (25 CM) PINE WITH TRIANGLE BLAZE,
 QK0585'SIDEWALK.  STATION IS PROJECTING 1 INCH (2.5 CM) ABOVE THE GROUND.
 QK0585'REFERENCE MONUMENT 1 DISTANCE TO SIDEWALK WAS MEASURED AT 21.5 FT
 QK0585'(6.6 M), NOT 33 FT (10.1 M) AS RECORDED IN 1956.  AZIMUTH MARK WAS
 QK0585'MEASURED AT APPROXIMATELY 3400 FT (1036.3 M) AWAY.  NO EVIDENCE OF
 QK0585'REFERENCE MONUMENT 2 WAS FOUND, STATION LOCATION IS AT THE CURRENT
 QK0585'SHORELINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0600 ***********************************************************************
 QK0600  DESIGNATION -  BOIS BLANC LH
 QK0600  PID         -  QK0600
 QK0600  STATE/COUNTY-  MI/MACKINAC
 QK0600  COUNTRY     -  US
 QK0600  USGS QUAD   -  MCRAE BAY (2017)
 QK0600
 QK0600                         *CURRENT SURVEY CONTROL
 QK0600  ______________________________________________________________________
 QK0600* NAD 83(1994) POSITION- 45 48 37.95691(N) 084 25 15.13936(W)   ADJUSTED
 QK0600* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0600  ______________________________________________________________________
 QK0600  GEOID HEIGHT    -        -36.053 (meters)                     GEOID18
 QK0600  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 QK0600  HORZ ORDER      -  FIRST
 QK0600
 QK0600.The horizontal coordinates were established by classical geodetic methods
 QK0600.and adjusted by the National Geodetic Survey in February 1997.
 QK0600
 QK0600.The orthometric height was scaled from a topographic map.
 QK0600
 QK0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0600.GEOID18 height accuracy estimate available here.
 QK0600
 QK0600.Click photographs - Photos may exist for this station.
 QK0600
 QK0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0600
 QK0600. The following values were computed from the NAD 83(1994) position.
 QK0600
 QK0600;                    North         East     Units Scale Factor Converg.
 QK0600;SPC MI N     -   117,429.612 8,200,420.536   MT  0.99993695   +1 51 51.0
 QK0600;SPC MI N     -   385,267.76 26,904,266.85   iFT  0.99993695   +1 51 51.0
 QK0600;UTM  16      - 5,076,232.955   700,386.524   MT  1.00009368   +1 50 59.8
 QK0600
 QK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0600!SPC MI N     -   0.99997744  x   0.99993695  =   0.99991440
 QK0600!UTM  16      -   0.99997744  x   1.00009368  =   1.00007112
 QK0600
 QK0600:                Primary Azimuth Mark                     Grid Az
 QK0600:SPC MI N     -  ST IGNACE                                279 58 11.0
 QK0600:UTM  16      -  ST IGNACE                                279 59 02.2
 QK0600
 QK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0038676232(NAD 83)
 QK0600
 QK0600|---------------------------------------------------------------------|
 QK0600| PID    Reference Object                     Distance      Geod. Az  |
 QK0600|                                                           dddmmss.s |
 QK0600| QK0563 MARTIN REEF LIGHTHOUSE              APPROX.24.0 KM 0613336.6 |
 QK0600| QK0740 ST IGNACE                           APPROX.23.0 KM 2815002.0 |
 QK0600|---------------------------------------------------------------------|
 QK0600
 QK0600                          SUPERSEDED SURVEY CONTROL
 QK0600
 QK0600  NAD 83(1986)-  45 48 37.94827(N)    084 25 15.13860(W) AD(       ) 1
 QK0600  NAD 27      -  45 48 37.90100(N)    084 25 15.01000(W) AD(       ) 1
 QK0600  USSD        -  45 48 38.62000(N)    084 25 14.21000(W) AD(       ) 3
 QK0600
 QK0600.Superseded values are not recommended for survey control.
 QK0600
 QK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0600.See file dsdata.pdf to determine how the superseded data were derived.
 QK0600
 QK0600_MARKER: 13 = LIGHTHOUSE
 QK0600
 QK0600  HISTORY     - Date     Condition        Report By
 QK0600  HISTORY     - 1896     FIRST OBSERVED   USLS
 QK0600  HISTORY     - 19950710 GOOD             USPSQD
 QK0600
 QK0600                          STATION DESCRIPTION
 QK0600
 QK0600'DESCRIBED BY US LAKE SURVEY 1896
 QK0600'STATION IS CENTER OF LANTERN HOUSE OF ABANDONED LIGHTHOUSE AT END OF
 QK0600'LONG POINT ON NORTH
 QK0600'SIDE OF BOIS BLANC ISLAND IN STRAITS OF MACKINAC.
 QK0600
 QK0600                          STATION RECOVERY (1995)
 QK0600
 QK0600'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1435 ***********************************************************************
 RJ1435  DESIGNATION -  BOLLARD
 RJ1435  PID         -  RJ1435
 RJ1435  STATE/COUNTY-  MI/CHIPPEWA
 RJ1435  COUNTRY     -  US
 RJ1435  USGS QUAD   -  OAK RIDGE (2017)
 RJ1435
 RJ1435                         *CURRENT SURVEY CONTROL
 RJ1435  ______________________________________________________________________
 RJ1435* NAD 83(1994) POSITION- 46 19 16.89776(N) 084 08 59.98350(W)   ADJUSTED
 RJ1435* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) VERTCON3
 RJ1435  ______________________________________________________________________
 RJ1435  GEOID HEIGHT    -        -36.591 (meters)                     GEOID18
 RJ1435  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 RJ1435  HORZ ORDER      -  THIRD
 RJ1435
 RJ1435.The horizontal coordinates were established by classical geodetic methods
 RJ1435.and adjusted by the National Geodetic Survey in February 1997.
 RJ1435
 RJ1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1435
 RJ1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1435.GEOID18 height accuracy estimate available here.
 RJ1435
 RJ1435.Click photographs - Photos may exist for this station.
 RJ1435
 RJ1435.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1435
 RJ1435. The following values were computed from the NAD 83(1994) position.
 RJ1435
 RJ1435;                    North         East     Units Scale Factor Converg.
 RJ1435;SPC MI N     -   174,887.449 8,219,420.607   MT  0.99990303   +2 03 35.8
 RJ1435;SPC MI N     -   573,777.72 26,966,603.04   iFT  0.99990303   +2 03 35.8
 RJ1435;UTM  16      - 5,133,701.820   719,397.305   MT  1.00019174   +2 03 43.2
 RJ1435
 RJ1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1435!SPC MI N     -   0.99997780  x   0.99990303  =   0.99988083
 RJ1435!UTM  16      -   0.99997780  x   1.00019174  =   1.00016953
 RJ1435
 RJ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1939733701(NAD 83)
 RJ1435
 RJ1435                          SUPERSEDED SURVEY CONTROL
 RJ1435
 RJ1435  NAD 83(1986)-  46 19 16.89041(N)    084 08 59.97990(W) AD(       ) 3
 RJ1435  NGVD 29 (02/08/93)  178.3    (m)          585.     (f) VERT ANG       
 RJ1435
 RJ1435.Superseded values are not recommended for survey control.
 RJ1435
 RJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1435.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1435
 RJ1435_MARKER: Z = SEE DESCRIPTION
 RJ1435_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1435+WITH SETTING: PAVEMENT
 RJ1435_SP_SET: STEEL BOLLARD
 RJ1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1435+STABILITY: SURFACE MOTION
 RJ1435
 RJ1435  HISTORY     - Date     Condition        Report By
 RJ1435  HISTORY     - 1987     MONUMENTED       NOS
 RJ1435
 RJ1435                          STATION DESCRIPTION
 RJ1435
 RJ1435'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1435'THE STATION IS LOCATED ON THE NORTH END OF NEEBISH ISLAND
 RJ1435'ALONG THE SOUTH SHORE OF THE MIDDLE NEEBISH CHANNEL.
 RJ1435'
 RJ1435'THE STATION IS BEST REACHED BY BOAT FROM SAULT STE MARIE.
 RJ1435'
 RJ1435'THE STATION IS A CHISLED X IN THE TOP OF THE EASTERN MOST STEEL
 RJ1435'BOLLARD.  THERE IS A WOOD PLATFORM WITH METAL SHEET PILINGS JUST
 RJ1435'TO THE NORTH OF THE STATION AND BUOY NUMBER 49 IS JUST TO THE NORTH
 RJ1435'OF THE STATION.
 RJ1435'
 RJ1435'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1435'
 RJ1435'DESCRIBED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0235 ***********************************************************************
 NE0235  DESIGNATION -  BOLT
 NE0235  PID         -  NE0235
 NE0235  STATE/COUNTY-  MI/ST CLAIR
 NE0235  COUNTRY     -  US
 NE0235  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0235
 NE0235                         *CURRENT SURVEY CONTROL
 NE0235  ______________________________________________________________________
 NE0235* NAD 83(1986) POSITION- 42 33 02.     (N) 082 39 02.     (W)   SCALED
 NE0235* NAVD 88 ORTHO HEIGHT -   176.457 (meters)      578.93  (feet) ADJUSTED
 NE0235  ______________________________________________________________________
 NE0235  GEOID HEIGHT    -        -34.839 (meters)                     GEOID18
 NE0235  DYNAMIC HEIGHT  -        176.407 (meters)      578.76  (feet) COMP
 NE0235  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 NE0235
 NE0235  VERT ORDER      -  FIRST     CLASS 0
 NE0235
 NE0235.The horizontal coordinates were scaled from a map and have
 NE0235.an estimated accuracy of +/- 6 seconds.
 NE0235
 NE0235.The orthometric height was determined by differential leveling and
 NE0235.adjusted by the NATIONAL GEODETIC SURVEY
 NE0235.in June 1991.
 NE0235
 NE0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0235.GEOID18 height accuracy estimate available here.
 NE0235
 NE0235.Click photographs - Photos may exist for this station.
 NE0235
 NE0235.The dynamic height is computed by dividing the NAVD 88
 NE0235.geopotential number by the normal gravity value computed on the
 NE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0235.degrees latitude (g = 980.6199 gals.).
 NE0235
 NE0235.The modeled gravity was interpolated from observed gravity values.
 NE0235
 NE0235;                    North         East    Units  Estimated Accuracy
 NE0235;SPC MI S     -   118,130.    4,140,930.      MT  (+/- 180 meters Scaled)
 NE0235
 NE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH644122(NAD 83)
 NE0235
 NE0235                          SUPERSEDED SURVEY CONTROL
 NE0235
 NE0235  NGVD 29 (??/??/92)  176.594  (m)          579.38   (f) ADJ UNCH    1 0
 NE0235
 NE0235.Superseded values are not recommended for survey control.
 NE0235
 NE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0235.See file dsdata.pdf to determine how the superseded data were derived.
 NE0235
 NE0235_MARKER: B = BOLT
 NE0235_SETTING: 0 = UNSPECIFIED SETTING
 NE0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0235+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2003
 NE0235
 NE0235  HISTORY     - Date     Condition        Report By
 NE0235  HISTORY     - 1952     MONUMENTED       USLS
 NE0235  HISTORY     - 1970     GOOD             USLS
 NE0235  HISTORY     - 20030816 GOOD             USPSQD
 NE0235
 NE0235                          STATION DESCRIPTION
 NE0235
 NE0235'DESCRIBED BY US LAKE SURVEY 1970
 NE0235'AT HARSENS ISLAND.
 NE0235'BOLT IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0235'MICHIGAN, AT THE COAST GUARD STATION, ON RIVER CORNER OF ST.CLAIR
 NE0235'FLATS FRONT RANGE LIGHT, 12.8 FEET FROM RIVER FACE OF A WOODEN
 NE0235'REVETMENT, BEING HIGHEST POINT ON UPRIVER UNMARKED ANCHOR
 NE0235'BOLT.  NOT TO BE CONFUSED WITH MOST UPRIVER LEG OF TOWER
 NE0235'WHICH HAS A CROSS CUT ON TOP OF A BOLT.  NOTE-- BM 1952
 NE0235
 NE0235                          STATION RECOVERY (2003)
 NE0235
 NE0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0846 ***********************************************************************
 ME0846  DESIGNATION -  BOLT
 ME0846  PID         -  ME0846
 ME0846  STATE/COUNTY-  MI/BERRIEN
 ME0846  COUNTRY     -  US
 ME0846  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME0846
 ME0846                         *CURRENT SURVEY CONTROL
 ME0846  ______________________________________________________________________
 ME0846* NAD 83(1986) POSITION- 41 47 59.     (N) 086 43 04.     (W)   SCALED
 ME0846* NAVD 88 ORTHO HEIGHT -   199.240 (meters)      653.67  (feet) ADJUSTED
 ME0846  ______________________________________________________________________
 ME0846  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 ME0846  DYNAMIC HEIGHT  -        199.166 (meters)      653.43  (feet) COMP
 ME0846  MODELED GRAVITY -    980,250.6   (mgal)                       NAVD 88
 ME0846
 ME0846  VERT ORDER      -  FIRST     CLASS II
 ME0846
 ME0846.The horizontal coordinates were scaled from a map and have
 ME0846.an estimated accuracy of +/- 6 seconds.
 ME0846
 ME0846.The orthometric height was determined by differential leveling and
 ME0846.adjusted by the NATIONAL GEODETIC SURVEY
 ME0846.in June 1991.
 ME0846
 ME0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0846.GEOID18 height accuracy estimate available here.
 ME0846
 ME0846.Click photographs - Photos may exist for this station.
 ME0846
 ME0846.The dynamic height is computed by dividing the NAVD 88
 ME0846.geopotential number by the normal gravity value computed on the
 ME0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0846.degrees latitude (g = 980.6199 gals.).
 ME0846
 ME0846.The modeled gravity was interpolated from observed gravity values.
 ME0846
 ME0846;                    North         East    Units  Estimated Accuracy
 ME0846;SPC MI S     -    36,020.    3,804,610.      MT  (+/- 180 meters Scaled)
 ME0846
 ME0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM234275(NAD 83)
 ME0846
 ME0846                          SUPERSEDED SURVEY CONTROL
 ME0846
 ME0846  NGVD 29 (01/19/93)  199.358  (m)          654.06   (f) ADJUSTED    1 2
 ME0846  NGVD 29 (??/??/92)  199.358  (m)          654.06   (f) SUPERSEDED  1 2
 ME0846
 ME0846.Superseded values are not recommended for survey control.
 ME0846
 ME0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0846.See file dsdata.pdf to determine how the superseded data were derived.
 ME0846
 ME0846_MARKER: B = BOLT
 ME0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0846_SP_SET: ABUTMENT
 ME0846_MARK LOGO: NONE
 ME0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0846+STABILITY: SURFACE MOTION
 ME0846
 ME0846  HISTORY     - Date     Condition        Report By
 ME0846  HISTORY     - UNK      MONUMENTED       PMRR
 ME0846  HISTORY     - 1934     GOOD             CGS
 ME0846  HISTORY     - 1978     GOOD             MIDH
 ME0846  HISTORY     - 1985     GOOD             NGS
 ME0846  HISTORY     - 19980606 GOOD             USPSQD
 ME0846  HISTORY     - 20010331 GOOD             NGS
 ME0846
 ME0846                          STATION DESCRIPTION
 ME0846
 ME0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0846'1.6 MI NE FROM NEW BUFFALO.
 ME0846'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0846'THE PERE MARQUETTE RAILWAY, 2 1/2 YARDS NORTHWEST OF THE NORTHWEST
 ME0846'RAIL, 2 1/2 FEET NORTHWEST OF THE IRON RAILING ON THE NORTHWEST
 ME0846'SIDE OF THE RAILWAY BRIDGE, ON THE TOP OF THE NORTHWEST END OF
 ME0846'THE END OF THE SOUTHWEST ABUTMENT OF THE PERE MARQUETTE RAILWAY
 ME0846'BRIDGE OVER MICHIGAN STATE HIGHWAY 60, AN IRON BOLT, 8 INCHES
 ME0846'SOUTHWEST OF THE SOUTHWEST EDGE OF THE ABUTMENT, 4 INCHES BELOW
 ME0846'THE BASE OF THE RAILS.
 ME0846
 ME0846                          STATION RECOVERY (1978)
 ME0846
 ME0846'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 ME0846'RECOVERED IN GOOD CONDITION.
 ME0846
 ME0846                          STATION RECOVERY (1985)
 ME0846
 ME0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0846'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 ME0846'MI) EAST ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH RED ARROW
 ME0846'HIGHWAY IN NEW BUFFALO, A SQUARE BOLT IN THE NORTHWEST END OF THE
 ME0846'SOUTHWEST CONCRETE ABUTMENT OF THE CHESAPEAKE AND OHIO RAILROAD
 ME0846'OVERPASS OF THE HIGHWAY, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE
 ME0846'OF THE HIGHWAY, 2.9 M (9.5 FT) NORTHWEST OF THE NEAR RAIL, AND 0.2 M
 ME0846'(0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 ME0846'THE MARK IS 0.3 M BELOW THE TRACKS.
 ME0846
 ME0846                          STATION RECOVERY (1998)
 ME0846
 ME0846'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME0846'RECOVERED IN GOOD CONDITION.
 ME0846
 ME0846                          STATION RECOVERY (2001)
 ME0846
 ME0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME0846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0181 ***********************************************************************
 RJ0181  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0181  DESIGNATION -  BOLT
 RJ0181  PID         -  RJ0181
 RJ0181  STATE/COUNTY-  MI/CHIPPEWA
 RJ0181  COUNTRY     -  US
 RJ0181  USGS QUAD   -  OAK RIDGE (2017)
 RJ0181
 RJ0181                         *CURRENT SURVEY CONTROL
 RJ0181  ______________________________________________________________________
 RJ0181* NAD 83(1986) POSITION- 46 17 02.12   (N) 084 12 46.29   (W)   HD_HELD1
 RJ0181* NAVD 88 ORTHO HEIGHT -   180.015 (meters)      590.60  (feet) ADJUSTED
 RJ0181  ______________________________________________________________________
 RJ0181  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 RJ0181  DYNAMIC HEIGHT  -        180.025 (meters)      590.63  (feet) COMP
 RJ0181  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0181
 RJ0181  VERT ORDER      -  SECOND    CLASS I
 RJ0181
 RJ0181.The horizontal coordinates were determined by differentially corrected
 RJ0181.hand held GPS observations or other comparable positioning techniques
 RJ0181.and have an estimated accuracy of +/- 3 meters.
 RJ0181
 RJ0181.The orthometric height was determined by differential leveling and
 RJ0181.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0181.in July 2022.
 RJ0181
 RJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0181.GEOID18 height accuracy estimate available here.
 RJ0181
 RJ0181.This Water Level Mark is designated as VM 18423
 RJ0181.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0181
 RJ0181.Click photographs - Photos may exist for this station.
 RJ0181
 RJ0181.The dynamic height is computed by dividing the NAVD 88
 RJ0181.geopotential number by the normal gravity value computed on the
 RJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0181.degrees latitude (g = 980.6199 gals.).
 RJ0181
 RJ0181.The modeled gravity was interpolated from observed gravity values.
 RJ0181
 RJ0181;                    North         East    Units  Estimated Accuracy
 RJ0181;SPC MI N     -   170,556.8   8,214,729.1     MT  (+/- 3 meters HH1 GPS) 
 RJ0181
 RJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1470429369(NAD 83)
 RJ0181
 RJ0181                          SUPERSEDED SURVEY CONTROL
 RJ0181
 RJ0181  NAVD 88 (06/15/91)  180.008  (m)          590.58   (f) SUPERSEDED  1 0
 RJ0181
 RJ0181.Superseded values are not recommended for survey control.
 RJ0181
 RJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0181.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0181
 RJ0181_MARKER: B = BOLT
 RJ0181_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0181_SP_SET: FOUNDATION
 RJ0181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0181+STABILITY: SURFACE MOTION
 RJ0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0181+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2018
 RJ0181
 RJ0181  HISTORY     - Date     Condition        Report By
 RJ0181  HISTORY     - 1969     MONUMENTED       USLS
 RJ0181  HISTORY     - 1969     GOOD             USLS
 RJ0181  HISTORY     - 1983     GOOD             NGS
 RJ0181  HISTORY     - 20180929 GOOD             CO-OPS
 RJ0181
 RJ0181                          STATION DESCRIPTION
 RJ0181
 RJ0181'DESCRIBED BY US LAKE SURVEY 1969
 RJ0181'3.3 MI ESE FROM BARBEAU.
 RJ0181'BOLT, IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0181'SOUTHEAST OF BARBEAU, 0.8 MILE SOUTH AND SOUTHEAST OF INTERSECTION
 RJ0181'OF NEEBISH AND RIVER ROADS, 0.1 MILE EAST OF INTERSECTION OF
 RJ0181'RIVER ROAD AND A DIRT ROAD LEADING TO COAST GUARD LOOKOUT
 RJ0181'TOWER NO. 4, 183.5 FEET WEST OF A RADIO ANTENNA, 31.5 FEET
 RJ0181'SOUTH OF SOUTHEAST CORNER OF MOST SOUTHEASTERLY CABIN BELONGING
 RJ0181'TO MR. NORTON, 27.5 FEET NORTH OF SOUTHEAST CORNER OF OLD
 RJ0181'CONCRETE FOUNDATION, 4-FEET ABOVE THE GROUND, BEING HIGHEST
 RJ0181'POINT ON TOP OF A CROSS CUT IN TOP OF A BOLT SET INTO THE
 RJ0181'NORTHEAST CORNER OF THE OLD CONCRETE FOUNDATION.
 RJ0181
 RJ0181                          STATION RECOVERY (1983)
 RJ0181
 RJ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0181'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0181'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0181'1.3 KM (0.8 MI) SOUTH ALONG SCENIC ROAD (RIVER ROAD), THENCE 0.16 KM
 RJ0181'(0.1 MI) SOUTHEAST ALONG A DIRT AND ROCK WOODS ROAD TO AREA OF U.S.
 RJ0181'COAST GUARD STATION NUMBER 4, THE MARK IS THE HIGH POINT ON TOP OF A
 RJ0181'CROSS CUT INTO TOP OF A BOLT SET INTO THE NORTHEAST CORNER OF AN OLD
 RJ0181'20 BY 30 FOOT BUILDING FOUNDATION, 8.4 METERS (27.5 FT) NORTH OF
 RJ0181'SOUTHEAST CORNER OF THE OLD FOUNDATION, AND 57.5 METERS (188.5 FT)
 RJ0181'SOUTHWEST OF ABANDENED RADIO ANTENNA FOUNDATION AND BENCH MARK
 RJ0181'ANTENNA.
 RJ0181'THE MARK IS 1.4 M ABOVE GROUND.
 RJ0181
 RJ0181                          STATION RECOVERY (2018)
 RJ0181
 RJ0181'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (BD)
 RJ0181'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF BARBEAU, 3.0 MI (4.8
 RJ0181'KM) NORTH-NORTHWEST OF MUNUSCONG AND IN THE TOWN OF OAK RIDGE, MI.
 RJ0181'
 RJ0181'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 RJ0181'POST OFFICE IN BARBEAU PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7 KM
 RJ0181'(2.9 MI) TO ITS INTERSECTION WITH S SCENIC ROAD (RIVER RD).  TURN
 RJ0181'SOUTH (RIGHT) AND GO 0.75 MI.  THIS IS 0.05 MI (0.08 KM) SOUTH OF E
 RJ0181'NEEBISH FERRY ROAD.  TURN ENE (LEFT) ON DIM GRAVELLED ROAD THRU WOODS
 RJ0181'FOR 0.1 MI (0.2 KM) TO ALMOST THE SHORELINE AND THE OLD LOOKOUT #4
 RJ0181'COAST GUARD STATION AND TOWER.
 RJ0181'
 RJ0181'NOTE: THE LOOKOUT #4 STATION AND TOWER AREA ARE ABOUT 60 M (196.9 FT)
 RJ0181'SOUTHEAST AND ACROSS AN INLET CHANNEL FROM THE FERRY LOADING RAMP TO
 RJ0181'NEEBISH ISLAND, THENCE ABOUT 60 M (196.9 FT) SOUTHWEST OF THE COAST
 RJ0181'GUARD RADIO TOWER.
 RJ0181'
 RJ0181'NOTE: ALSO REACHED BY GOING 0.25 KM (0.16 MI) NORTHEAST ALONG E
 RJ0181'NEBBISH FERRY ROAD FROM ITS JUNCTION WITH S SENIC DRIVE, BEHIND THE
 RJ0181'LAST 2.5 STORY HOUSE ON THE RIGHT WITH HALF MOON DRIVEWAYS, THE MARK
 RJ0181'IS IN THE WOODED AREA DIRECTLY EAST-SOUTHEAST OF THE MOST EASTERN REAR
 RJ0181'CORNER OF THE HOUSE, BEING THE HIGH POINT ON TOP OF A X CUT INTO THE
 RJ0181'TOP OF A 1 1/4" BOLT SET INTO THE NORTHEAST CORNER OF AN OLD EXTENDED
 RJ0181'UPPER SECTION OF A 20 X 30 FT (9.1 M) CONCRETE BUILDING FOUNDATION,
 RJ0181'NOTE THE OLD BUILDING IS NOW GONE AND ONLY THE CONCRETE FOUNDATION
 RJ0181'REMAINS.
 RJ0181'
 RJ0181'IT IS 59.8 M (196.2 FT) SOUTHWEST OF THE SOUTHWEST STEEL TOWER LEG FOR
 RJ0181'THE COAST GUARD RADIO TOWER, 58.9 M (193.2 FT) SOUTHEAST OF THE
 RJ0181'CENTERLINE OF E NEEBISH FERRY ROAD, 49.9 M (163.7 FT) WEST-NORTHWEST
 RJ0181'OF POWER LINE POLE WITH TRANSFORMER, NOTE THIS POWER LINE POLE IS
 RJ0181'LOCATED IN THE OPEN AND AT THE NORTHERN MOST CLEARED CORNER OF THE LOT
 RJ0181'JUST SOUTHEAST OF THE OLD LOOK OUT STATION NO 4, 29.0 M (95.1 FT)
 RJ0181'NORTHWEST OF THE CENTERLINE OF AN OLD GRAVEL AND DIRT DRIVE LEADING TO
 RJ0181'THE OLD LOOK OUT STATION NO. 4, 8.4 M (27.6 FT) NORTH OF THE SOUTHEAST
 RJ0181'CORNER OF THE OLD FOUNDATION, AT THE MOST NORTHERN CORNER OF THE
 RJ0181'RAISED SECTION OF THE CONCRETE FOUNDATION, THE MARK IS 1.4 M (4.6 FT)
 RJ0181'ABOVE GROUND AND PROJECTS APPROXIMATELY 6 INCHES (15 CM) ABOVE THE
 RJ0181'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0380 ***********************************************************************
 NF0380  DESIGNATION -  BOLT 1
 NF0380  PID         -  NF0380
 NF0380  STATE/COUNTY-  MI/IONIA
 NF0380  COUNTRY     -  US
 NF0380  USGS QUAD   -  SARANAC (2017)
 NF0380
 NF0380                         *CURRENT SURVEY CONTROL
 NF0380  ______________________________________________________________________
 NF0380* NAD 83(1986) POSITION- 42 57 32.     (N) 085 07 31.     (W)   SCALED
 NF0380* NAVD 88 ORTHO HEIGHT -   195.391 (meters)      641.05  (feet) ADJUSTED
 NF0380  ______________________________________________________________________
 NF0380  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 NF0380  DYNAMIC HEIGHT  -        195.339 (meters)      640.87  (feet) COMP
 NF0380  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 NF0380
 NF0380  VERT ORDER      -  SECOND    CLASS 0
 NF0380
 NF0380.The horizontal coordinates were scaled from a map and have
 NF0380.an estimated accuracy of +/- 6 seconds.
 NF0380
 NF0380.The orthometric height was determined by differential leveling and
 NF0380.adjusted by the NATIONAL GEODETIC SURVEY
 NF0380.in June 1991.
 NF0380
 NF0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0380.GEOID18 height accuracy estimate available here.
 NF0380
 NF0380.Click photographs - Photos may exist for this station.
 NF0380
 NF0380.The dynamic height is computed by dividing the NAVD 88
 NF0380.geopotential number by the normal gravity value computed on the
 NF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0380.degrees latitude (g = 980.6199 gals.).
 NF0380
 NF0380.The modeled gravity was interpolated from observed gravity values.
 NF0380
 NF0380;                    North         East    Units  Estimated Accuracy
 NF0380;SPC MI S     -   162,330.    3,938,110.      MT  (+/- 180 meters Scaled)
 NF0380
 NF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN529579(NAD 83)
 NF0380
 NF0380                          SUPERSEDED SURVEY CONTROL
 NF0380
 NF0380  NGVD 29 (??/??/92)  195.525  (m)          641.48   (f) ADJ UNCH    2 0
 NF0380
 NF0380.Superseded values are not recommended for survey control.
 NF0380
 NF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0380.See file dsdata.pdf to determine how the superseded data were derived.
 NF0380
 NF0380_MARKER: B = BOLT
 NF0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0380_SP_SET: BRIDGE
 NF0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0380
 NF0380  HISTORY     - Date     Condition        Report By
 NF0380  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0380  HISTORY     - 1934     GOOD             CGS
 NF0380
 NF0380                          STATION DESCRIPTION
 NF0380
 NF0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0380'3.7 MI W FROM IONIA.
 NF0380'3.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0380'STATION AT IONIA, IONIA COUNTY, AND IN THE NORTHWEST CORNER OF
 NF0380'BRIDGE 127.77.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0381 ***********************************************************************
 NF0381  DESIGNATION -  BOLT 2
 NF0381  PID         -  NF0381
 NF0381  STATE/COUNTY-  MI/IONIA
 NF0381  COUNTRY     -  US
 NF0381  USGS QUAD   -  SARANAC (2017)
 NF0381
 NF0381                         *CURRENT SURVEY CONTROL
 NF0381  ______________________________________________________________________
 NF0381* NAD 83(1986) POSITION- 42 57 31.     (N) 085 07 35.     (W)   SCALED
 NF0381* NAVD 88 ORTHO HEIGHT -   195.281 (meters)      640.68  (feet) ADJUSTED
 NF0381  ______________________________________________________________________
 NF0381  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 NF0381  DYNAMIC HEIGHT  -        195.229 (meters)      640.51  (feet) COMP
 NF0381  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 NF0381
 NF0381  VERT ORDER      -  SECOND    CLASS 0
 NF0381
 NF0381.The horizontal coordinates were scaled from a map and have
 NF0381.an estimated accuracy of +/- 6 seconds.
 NF0381
 NF0381.The orthometric height was determined by differential leveling and
 NF0381.adjusted by the NATIONAL GEODETIC SURVEY
 NF0381.in June 1991.
 NF0381
 NF0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0381.GEOID18 height accuracy estimate available here.
 NF0381
 NF0381.Click photographs - Photos may exist for this station.
 NF0381
 NF0381.The dynamic height is computed by dividing the NAVD 88
 NF0381.geopotential number by the normal gravity value computed on the
 NF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0381.degrees latitude (g = 980.6199 gals.).
 NF0381
 NF0381.The modeled gravity was interpolated from observed gravity values.
 NF0381
 NF0381;                    North         East    Units  Estimated Accuracy
 NF0381;SPC MI S     -   162,300.    3,938,020.      MT  (+/- 180 meters Scaled)
 NF0381
 NF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN528579(NAD 83)
 NF0381
 NF0381                          SUPERSEDED SURVEY CONTROL
 NF0381
 NF0381  NGVD 29 (??/??/92)  195.415  (m)          641.12   (f) ADJ UNCH    2 0
 NF0381
 NF0381.Superseded values are not recommended for survey control.
 NF0381
 NF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0381.See file dsdata.pdf to determine how the superseded data were derived.
 NF0381
 NF0381_MARKER: B = BOLT
 NF0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0381_SP_SET: BRIDGE
 NF0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0381
 NF0381  HISTORY     - Date     Condition        Report By
 NF0381  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0381  HISTORY     - 1934     GOOD             CGS
 NF0381
 NF0381                          STATION DESCRIPTION
 NF0381
 NF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0381'3.7 MI W FROM IONIA.
 NF0381'3.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0381'STATION AT IONIA, IONIA COUNTY, AND ON BRIDGE 127.83.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0285 ***********************************************************************
 QJ0285  DESIGNATION -  BOLTON
 QJ0285  PID         -  QJ0285
 QJ0285  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0285  COUNTRY     -  US
 QJ0285  USGS QUAD   -  LONG LAKE WEST (2017)
 QJ0285
 QJ0285                         *CURRENT SURVEY CONTROL
 QJ0285  ______________________________________________________________________
 QJ0285* NAD 83(1994) POSITION- 45 12 32.39427(N) 083 34 48.29664(W)   ADJUSTED
 QJ0285* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 QJ0285  ______________________________________________________________________
 QJ0285  GEOID HEIGHT    -        -36.676 (meters)                     GEOID18
 QJ0285  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 QJ0285  HORZ ORDER      -  THIRD
 QJ0285
 QJ0285.The horizontal coordinates were established by classical geodetic methods
 QJ0285.and adjusted by the National Geodetic Survey in February 1997.
 QJ0285
 QJ0285.The orthometric height was scaled from a topographic map.
 QJ0285
 QJ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0285.GEOID18 height accuracy estimate available here.
 QJ0285
 QJ0285.Click photographs - Photos may exist for this station.
 QJ0285
 QJ0285.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0285
 QJ0285. The following values were computed from the NAD 83(1994) position.
 QJ0285
 QJ0285;                    North         East     Units Scale Factor Converg.
 QJ0285;SPC MI C     -   210,576.333 6,061,788.095   MT  0.99992343   +0 33 20.3
 QJ0285;SPC MI C     -   690,867.23 19,887,756.22   iFT  0.99992343   +0 33 20.3
 QJ0285;UTM  17      - 5,009,406.447   297,391.079   MT  1.00010477   -1 49 54.0
 QJ0285
 QJ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0285!SPC MI C     -   0.99996626  x   0.99992343  =   0.99988969
 QJ0285!UTM  17      -   0.99996626  x   1.00010477  =   1.00007102
 QJ0285
 QJ0285:                Primary Azimuth Mark                     Grid Az
 QJ0285:SPC MI C     -  BOLTON AZ MK                             158 13 21.9
 QJ0285:UTM  17      -  BOLTON AZ MK                             160 36 36.2
 QJ0285
 QJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9739109406(NAD 83)
 QJ0285
 QJ0285|---------------------------------------------------------------------|
 QJ0285| PID    Reference Object                     Distance      Geod. Az  |
 QJ0285|                                                           dddmmss.s |
 QJ0285| CH1735 BOLTON RM 2                          20.709 METERS 09053     |
 QJ0285| QJ0132 BOLTON AZ MK                        435.624 METERS 1584642.2 |
 QJ0285| CH1734 BOLTON RM 1                          25.035 METERS 31329     |
 QJ0285|---------------------------------------------------------------------|
 QJ0285
 QJ0285                          SUPERSEDED SURVEY CONTROL
 QJ0285
 QJ0285  NAD 83(1986)-  45 12 32.38658(N)    083 34 48.29702(W) AD(       ) 3
 QJ0285  NAD 27      -  45 12 32.33900(N)    083 34 48.36000(W) AD(       ) 3
 QJ0285
 QJ0285.Superseded values are not recommended for survey control.
 QJ0285
 QJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0285.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0285
 QJ0285_MARKER: DS = TRIANGULATION STATION DISK
 QJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0285_STAMPING: BOLTON 1956
 QJ0285_MARK LOGO: CGS
 QJ0285_PROJECTION: FLUSH
 QJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0285+STABILITY: SURFACE MOTION
 QJ0285
 QJ0285  HISTORY     - Date     Condition        Report By
 QJ0285  HISTORY     - 1956     MONUMENTED       CGS
 QJ0285
 QJ0285                          STATION DESCRIPTION
 QJ0285
 QJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0285'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ALPENA, 7 MILES
 QJ0285'SOUTHEAST OF POSEN AND ABOUT 2 MILES SOUTHWEST OF THE WEST END OF LONG
 QJ0285'LAKE, ON THE PROPERTY OF MR. DONALD TRAPP.  IT IS 74 FEET EAST OF A 30
 QJ0285'INCH ELM TREE, 30 FEET NORTHEAST OF THE CENTER LINE OF BOLTON ROAD AND
 QJ0285'1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE.  THE MARK IS FLUSH
 QJ0285'AND THE DISK IS STAMPED BOLTON 1956.
 QJ0285'
 QJ0285'TO REACH THE STATION FROM THE COURTHOUSE IN ALPENA GO NORTH ON U.S.
 QJ0285'HIGHWAY 23 (W CHISHOLM) FOR 1.0 MILE TO A PAVED SIDE ROAD LEFT (LONG
 QJ0285'RAPIDS ROAD).  TURN LEFT GO NORTHWEST ON LONG RAPIDS ROAD FOR 8.2
 QJ0285'MILES TO WHERE LONG RAPIDS ROAD TURNS LEFT AND BOLTON ROAD CONTINUES
 QJ0285'STRAIGHT.  CONTINUE STRAIGHT AHEAD ON BOLTON ROAD NORTHERLY FOR 4.7
 QJ0285'MILES TO A GRAVEL CROSSROAD.  CONTINUE NORTHERLY ON BOLTON ROAD FOR
 QJ0285'1.25 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 QJ0285'
 QJ0285'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON BOLTON ROAD
 QJ0285'FOR 0.3 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO EAST ON GRAVEL
 QJ0285'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 QJ0285'
 QJ0285'REFERENCE MARK 1 IS 65 FEET NORTH OF THE 30 INCH ELM TREE, 26 FEET
 QJ0285'NORTHEAST OF THE CENTER LINE OF BOLTON ROAD AND IS IN THE
 QJ0285'NORTHWEST-SOUTHEAST FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 QJ0285'STAMPED BOLTON NO 1 1956.
 QJ0285'
 QJ0285'REFERENCE MARK 2 IS 73 FEET NORTHEAST OF THE CENTER LINE OF BOLTON
 QJ0285'ROAD AND 1 FOOT NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE.  THE MARK IS
 QJ0285'FLUSH AND THE DISK IS STAMPED BOLTON NO 2 1956.
 QJ0285'
 QJ0285'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 20
 QJ0285'FEET WEST OF A 24 INCH ELM TREE, 5 FEET EAST OF A WHITE WITNESS POST
 QJ0285'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 QJ0285'STAMPED BOLTON 1956.
 QJ0285'
 QJ0285'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0132 ***********************************************************************
 QJ0132  DESIGNATION -  BOLTON AZ MK
 QJ0132  PID         -  QJ0132
 QJ0132  STATE/COUNTY-  MI/ALPENA
 QJ0132  COUNTRY     -  US
 QJ0132  USGS QUAD   -  LONG LAKE WEST (2017)
 QJ0132
 QJ0132                         *CURRENT SURVEY CONTROL
 QJ0132  ______________________________________________________________________
 QJ0132* NAD 83(2011) POSITION- 45 12 19.23235(N) 083 34 41.07154(W)   ADJUSTED
 QJ0132* NAD 83(2011) ELLIP HT-   202.668 (meters)        (06/27/12)   ADJUSTED
 QJ0132* NAD 83(2011) EPOCH   -  2010.00
 QJ0132* NAVD 88 ORTHO HEIGHT -   239.321 (meters)      785.17  (feet) ADJUSTED
 QJ0132  ______________________________________________________________________
 QJ0132  GEOID HEIGHT    -        -36.671 (meters)                     GEOID18
 QJ0132  NAD 83(2011) X  -    503,496.790 (meters)                     COMP
 QJ0132  NAD 83(2011) Y  - -4,473,321.807 (meters)                     COMP
 QJ0132  NAD 83(2011) Z  -  4,503,599.787 (meters)                     COMP
 QJ0132  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 QJ0132  DYNAMIC HEIGHT  -        239.305 (meters)      785.12  (feet) COMP
 QJ0132  MODELED GRAVITY -    980,545.1   (mgal)                       NAVD 88
 QJ0132
 QJ0132  VERT ORDER      -  FIRST     CLASS II
 QJ0132
 QJ0132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0132  Standards:
 QJ0132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0132  -------------------------------------------------------------------
 QJ0132  NETWORK    0.38   0.82           0.17   0.14   0.42      0.06090507
 QJ0132  -------------------------------------------------------------------
 QJ0132  Click here for local accuracies and other accuracy information.
 QJ0132
 QJ0132.The horizontal coordinates were established by GPS observations
 QJ0132.and adjusted by the National Geodetic Survey in June 2012.
 QJ0132
 QJ0132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0132.been affixed to the stable North American tectonic plate. See 
 QJ0132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0132
 QJ0132.The horizontal coordinates are valid at the epoch date displayed above
 QJ0132.which is a decimal equivalence of Year/Month/Day.
 QJ0132
 QJ0132.The orthometric height was determined by differential leveling and
 QJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0132.in June 1991.
 QJ0132
 QJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0132.GEOID18 height accuracy estimate available here.
 QJ0132
 QJ0132.Click photographs - Photos may exist for this station.
 QJ0132
 QJ0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0132
 QJ0132.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0132
 QJ0132.The ellipsoidal height was determined by GPS observations
 QJ0132.and is referenced to NAD 83.
 QJ0132
 QJ0132.The dynamic height is computed by dividing the NAVD 88
 QJ0132.geopotential number by the normal gravity value computed on the
 QJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0132.degrees latitude (g = 980.6199 gals.).
 QJ0132
 QJ0132.The modeled gravity was interpolated from observed gravity values.
 QJ0132
 QJ0132. The following values were computed from the NAD 83(2011) position.
 QJ0132
 QJ0132;                    North         East     Units Scale Factor Converg.
 QJ0132;SPC MI C     -   210,171.591 6,061,949.693   MT  0.99992314   +0 33 25.4
 QJ0132;SPC MI C     -   689,539.34 19,888,286.39   iFT  0.99992314   +0 33 25.4
 QJ0132;UTM  17      - 5,008,995.251   297,535.704   MT  1.00010405   -1 49 48.4
 QJ0132
 QJ0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0132!SPC MI C     -   0.99996823  x   0.99992314  =   0.99989137
 QJ0132!UTM  17      -   0.99996823  x   1.00010405  =   1.00007227
 QJ0132
 QJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9753508995(NAD 83)
 QJ0132
 QJ0132                          SUPERSEDED SURVEY CONTROL
 QJ0132
 QJ0132  NAD 83(2007)-  45 12 19.23268(N)    083 34 41.07244(W) AD(2002.00) 1
 QJ0132  ELLIP H (09/24/08)  202.663  (m)                       GP(2002.00) 3 1
 QJ0132  NAVD 88             239.32   (m)          785.2    (f) LEVELING    3  
 QJ0132
 QJ0132.Superseded values are not recommended for survey control.
 QJ0132
 QJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0132
 QJ0132_MARKER: DZ = AZIMUTH MARK DISK
 QJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0132_STAMPING: BOLTON 1956
 QJ0132_MARK LOGO: CGS
 QJ0132_PROJECTION: FLUSH
 QJ0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0132+STABILITY: SURFACE MOTION
 QJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0132+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0132
 QJ0132  HISTORY     - Date     Condition        Report By
 QJ0132  HISTORY     - 1956     MONUMENTED       CGS
 QJ0132  HISTORY     - 1983     GOOD             NGS
 QJ0132  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0132  HISTORY     - 20060130 GOOD             MIDT
 QJ0132  HISTORY     - 20070619 GOOD             MIDT
 QJ0132
 QJ0132                          STATION DESCRIPTION
 QJ0132
 QJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0132'41.8 KM (25.95 MI) SE FROM ROGERS CITY.
 QJ0132'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0132'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0132'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0132'ALONG GRAND LAKE HIGHWAY, THENCE 8.7 KM (5.4 MI) SOUTH ALONG BOLTON
 QJ0132'ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG A GRAVELED ROAD, 1.5 KM
 QJ0132'(0.95 MI) NORTH ALONG BOLTON ROAD FROM THE INTERSECTION OF MAPLE LANE
 QJ0132'ROAD, 7.62 METERS (25.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 QJ0132'6.09 METERS (20.0 FT) WEST OF 28-INCH DIAMETER MAPLE TREE STUMP, AND
 QJ0132'0.3 METER (1.0 FT) NORTH OF A FENCE LINE.
 QJ0132'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 QJ0132'THE MARK IS 0.15 M BELOW GRAVELED ROAD.
 QJ0132
 QJ0132                          STATION RECOVERY (1999)
 QJ0132
 QJ0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0132'MARK NOT FOUND.
 QJ0132
 QJ0132                          STATION RECOVERY (2006)
 QJ0132
 QJ0132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0132'RECOVERED AS DESCRIBED,
 QJ0132'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0132'SCALE FACTOR     0.99989137
 QJ0132'QJ0132  45 12 19.232931 N    83 34 41.073620 W    202.675
 QJ0132'METER       210171.6089         6061949.6473       239.321  -36.646
 QJ0132'STANDARD DEVIATION N E Z   0.0037   0.0037   0.0000
 QJ0132'INT. FT.     689539.3993        19888286.2445      785.174 -120.230
 QJ0132'STANDARD DEVIATION N E Z   0.0122   0.0122   0.0000
 QJ0132
 QJ0132                          STATION RECOVERY (2007)
 QJ0132
 QJ0132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0132'THE MAPLE STUMP HAS BEEN PULLED OUT, CARSONITE POST WAS PLACED NEXT TO
 QJ0132'POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1288 ***********************************************************************
 NE1288  DESIGNATION -  BONAR
 NE1288  PID         -  NE1288
 NE1288  STATE/COUNTY-  MI/OAKLAND
 NE1288  COUNTRY     -  US
 NE1288  USGS QUAD   -  CLARKSTON (2017)
 NE1288
 NE1288                         *CURRENT SURVEY CONTROL
 NE1288  ______________________________________________________________________
 NE1288* NAD 83(1994) POSITION- 42 38 03.25332(N) 083 27 08.38630(W)   ADJUSTED
 NE1288* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 NE1288  ______________________________________________________________________
 NE1288  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 NE1288  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 NE1288  HORZ ORDER      -  FIRST
 NE1288
 NE1288.The horizontal coordinates were established by classical geodetic methods
 NE1288.and adjusted by the National Geodetic Survey in February 1997.
 NE1288
 NE1288.The orthometric height was scaled from a topographic map.
 NE1288
 NE1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1288.GEOID18 height accuracy estimate available here.
 NE1288
 NE1288.Click photographs - Photos may exist for this station.
 NE1288
 NE1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1288
 NE1288. The following values were computed from the NAD 83(1994) position.
 NE1288
 NE1288;                    North         East     Units Scale Factor Converg.
 NE1288;SPC MI S     -   126,395.133 4,074,988.896   MT  0.99991641   +0 37 20.0
 NE1288;SPC MI S     -   414,682.19 13,369,386.14   iFT  0.99991641   +0 37 20.0
 NE1288;UTM  17      - 4,723,114.209   298,927.963   MT  1.00009744   -1 39 41.6
 NE1288
 NE1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1288!SPC MI S     -   0.99995202  x   0.99991641  =   0.99986843
 NE1288!UTM  17      -   0.99995202  x   1.00009744  =   1.00004945
 NE1288
 NE1288:                Primary Azimuth Mark                     Grid Az
 NE1288:SPC MI S     -  BONAR AZ MK RESET                        168 51 14.0
 NE1288:UTM  17      -  BONAR AZ MK RESET                        171 08 15.6
 NE1288
 NE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9892723114(NAD 83)
 NE1288
 NE1288|---------------------------------------------------------------------|
 NE1288| PID    Reference Object                     Distance      Geod. Az  |
 NE1288|                                                           dddmmss.s |
 NE1288| NE1289 PONTIAC MUNICIPAL AIRPORT BCN       APPROX. 4.7 KM 0514038.8 |
 NE1288| NE1260 PONTIAC DYE TYPING CORP STACK       APPROX.10.0 KM 0665225.5 |
 NE1288| NE1261 PONTIAC OAKLAND CO HOSP TANK        APPROX.10.2 KM 0751156.5 |
 NE1288| NE1259 LINCOLN HEIGHTS MUNICIPAL TK        APPROX. 7.4 KM 0895052.2 |
 NE1288| CH0821 BONAR RM 1                           23.758 METERS 12100     |
 NE1288| CH0819 BONAR AZ MK                                        1415908.6 |
 NE1288| NE1282 WEST ACRES WATER TANK               APPROX. 5.0 KM 1570530.2 |
 NE1288| CH0820 BONAR AZ MK RESET                                  1692834.0 |
 NE1288| CH0822 BONAR RM 2                           29.220 METERS 29950     |
 NE1288|---------------------------------------------------------------------|
 NE1288
 NE1288                          SUPERSEDED SURVEY CONTROL
 NE1288
 NE1288  NAD 83(1986)-  42 38 03.25614(N)    083 27 08.41661(W) AD(       ) 1
 NE1288  NAD 27      -  42 38 03.14100(N)    083 27 08.63800(W) AD(       ) 1
 NE1288
 NE1288.Superseded values are not recommended for survey control.
 NE1288
 NE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1288.See file dsdata.pdf to determine how the superseded data were derived.
 NE1288
 NE1288_MARKER: DS = TRIANGULATION STATION DISK
 NE1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1288_STAMPING: BONAR 1943
 NE1288_MARK LOGO: CGS
 NE1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1288+STABILITY: SURFACE MOTION
 NE1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1288+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 NE1288
 NE1288  HISTORY     - Date     Condition        Report By
 NE1288  HISTORY     - 1943     MONUMENTED       CGS
 NE1288  HISTORY     - 1957     GOOD             CGS
 NE1288  HISTORY     - 1958     GOOD             CGS
 NE1288  HISTORY     - 1960     GOOD             CGS
 NE1288  HISTORY     - 1974     GOOD             NGS
 NE1288  HISTORY     - 1980     GOOD             MIDH
 NE1288  HISTORY     - 19961110 GOOD             USPSQD
 NE1288  HISTORY     - 20020504 GOOD             USPSQD
 NE1288
 NE1288                          STATION DESCRIPTION
 NE1288
 NE1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1288'THE STATION IS LOCATED ABOUT 8 MILES W OF PONTIAC, 1.5 MILES S OF
 NE1288'STATE HIGHWAY 59, ON LAND OWNED BY CHARLES L.  BONAR.  IT IS ABOUT 0.2
 NE1288'MILE W OF THE BONAR FARMHOUSE ON THE HIGHEST POINT OF THE HILL, 18
 NE1288'FEET NW OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE.  THE DISK IS STAMPED
 NE1288'BONAR 1943.
 NE1288'
 NE1288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1288'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1288'
 NE1288'REFERENCE MARK 1 IS 77.95 FEET SSE OF THE STATION, 60.3 FEET SE OF A
 NE1288'TRIANGULAR-BLAZED 1-FOOT OAK TREE.  THE MARK IS ABOUT 4 FEET LOWER IN
 NE1288'ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED BONAR NO 1 1943.
 NE1288'
 NE1288'REFERENCE MARK 2 IS 95.87 FEET WNW OF THE STATION, 1 FOOT E OF A N-S
 NE1288'FENCELINE.  THE MARK IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 NE1288'STATION MARK.  THE DISK IS STAMPED BONAR NO 2 1943.
 NE1288'
 NE1288'THE AZIMUTH MARK IS 0.7 MILE SE OF THE STATION, 51.2 FEET S OF A
 NE1288'POWER-TRANSMISSION LINE POLE.  IT IS ABOUT 175 FEET NW OF A LARGE RED
 NE1288'BARN AND A BROWN TILE SILO, 34 FEET W OF CENTER LINE OF WILLIAMS LAKE
 NE1288'ROAD, 1.8 FEET E OF FENCELINE.  STAMPED BONAR 1943.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 NE1288'HIGHWAY 59 IN THE CITY OF PONTIAC, GO W ON STATE HIGHWAY 59 FOR 8.7
 NE1288'MILES TO THE JUNCTION OF WILLIAMS LAKE ROAD LEFT, HERE TURN LEFT AND
 NE1288'GO 1.25 MILES TO THE JUNCTION OF THE ELIZABETH LAKE ROAD, CONTINUE
 NE1288'STRAIGHT AHEAD ON THE WILLIAMS LAKE ROAD FOR 0.8 MILE TO A WIRE GATE
 NE1288'ON THE RIGHT.* HERE TURN RIGHT THROUGH WIRE GATE AND GO 0.25 MILE TO
 NE1288'THE BONAR FARMHOUSE, HERE PASS TO THE RIGHT OF THE HOUSE ON A DIM
 NE1288'WOODS ROAD FOR 0.25 MILE, THENCE RIGHT ACROSS MEADOW FOR 0.1 MILE TO
 NE1288'THE HIGHEST POINT OF THE HILL AND STATION AS DESCRIBED.
 NE1288'
 NE1288'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE ON THE WILLIAMS LAKE
 NE1288'ROAD, GO S ON THE WILLIAMS LAKE ROAD FOR 0.5 MILE TO THE MARK ON THE
 NE1288'RIGHT AS DESCRIBED.
 NE1288'
 NE1288'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION AND A
 NE1288'50-FOOT TOWER IS NEEDED.
 NE1288'
 NE1288'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NE1288
 NE1288                          STATION RECOVERY (1957)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1288'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 NE1288'IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS 1 AND 2 WERE
 NE1288'FOUND TO BE THE SAME AS STATED IN THE 1943 DESCRIPTION.  THE
 NE1288'DIRECTIONS TO THE AZIMUTH MARK AND THE WEST ACRES WATER TANK (WHICH IS
 NE1288'VISIBLE FROM THE GROUND) CHECKED BY 3.3 SECONDS AND 2.6 SECONDS,
 NE1288'RESPECTIVELY, ALSO THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED
 NE1288'BY 22 SECONDS AND 5.3 SECONDS, RESPECTIVELY.  ABOUT A 50-FT. TOWER
 NE1288'WOULD BE REQUIRED FOR THE AZIMUTH MARK TO SEE.  FOLLOWING IS A
 NE1288'COMPLETE DESCRIPTION-
 NE1288'
 NE1288'THE STATION IS ABOUT 8 MI. W OF THE CENTER OF PONTIAC, 1-1/2 MI. S OF
 NE1288'STATE HIGHWAY 59, ON PROPERTY OWNED BY MR. CHARLES L.  BONAR.  IT IS
 NE1288'0.3 MI. W OF MR. BONARS LOG HOUSE, ON APPROXIMATELY THE HIGHEST PART
 NE1288'OF THE HILL, 18 FT NW OF A 16-IN. OAK TREE, AND 7 FT. W OF A WHITE
 NE1288'WITNESS POST.  THE MONUMENT PROJECTS 5 IN., AND THE DISK IS STAMPED
 NE1288'BONAR 1943.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 59 AND
 NE1288'WILLIAMS LAKE ROAD ABOUT 7.8 MI. W OF PONTIAC, GO S ON WILLIAMS LAKE
 NE1288'ROAD FOR 1.2 MI. TO ELIZABETH LAKE ROAD.  CONTINUE S ON WILLIAMS LAKE
 NE1288'ROAD FOR 0.75 MI. TO A NARROW GRAVELED DRIVEWAY ON THE RIGHT (*)
 NE1288'TURN RIGHT AND GO W (UPHILL ON THE GRAVELED DRIVEWAY) FOR 0.25 MI. TO
 NE1288'TWO LOG HOUSES ON THE LEFT.  CONTINUE W THROUGH WOODS ON WOODS ROAD
 NE1288'(PASSING TO THE N SIDE OF THE MOST W HOUSE) FOR 0.2 MI. TO THE TOP OF
 NE1288'A RIDGE AND A CLEARING.  TURN RIGHT AND FOLLOW RIDGE N AND THEN W
 NE1288'(CROSSING A SMALL SADDLE) FOR 0.15 MI. TO THE HIGHEST POINT OF A HILL
 NE1288'AND THE STATION.
 NE1288'
 NE1288'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE S ON WILLIAMS
 NE1288'LAKE ROAD FOR 0.6 MI. TO THE AZIMUTH MARK ON THE RIGHT ON THE TOP OF A
 NE1288'BANK.  THIS IS ABOUT 150 FT. N OF TWO LARGE STONE-GATE POSTS THAT ARE
 NE1288'ON THE OPPOSITE SIDE OF THE ROAD.
 NE1288'
 NE1288'REFERENCE MARK 1 IS 60 FT. SE OF THE 16-IN. OAK TREE, 14 FT.  E OF A
 NE1288'TRIPLE TRUNK OAK TREE, AND IS ABOUT 4 FT. LOWER IN ELEVATION THAN THE
 NE1288'STATION.  THE MONUMENT PROJECTS 6 IN., AND THE DISK IS STAMPED BONAR
 NE1288'NO 1 1957.
 NE1288'
 NE1288'REFERENCE MARK 2 IS 7 FT. NE OF A 12-IN. OAK TREE, 6 FT. E-SE OF
 NE1288'ANOTHER 12-IN.  OAK TREE, 1 FT. E OF A N-S WIRE FENCE, AND IS ABOUT 6
 NE1288'FT. LOWER IN ELEVATION THAN THE STATION.  THE MONUMENT PROJECTS 2 IN.,
 NE1288'AND THE DISK IS STAMPED BONAR NO 2 1957.
 NE1288'
 NE1288'THE AZIMUTH MARK IS 34 FT. W OF THE CENTERLINE OF WILLIAMS LAKE ROAD,
 NE1288'AND 2 FT. E OF A N-S WIRE FENCE.  THE MONUMENT PROJECTS 4 IN., AND THE
 NE1288'DISK IS STAMPED BONAR 1943.
 NE1288'
 NE1288'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 NE1288
 NE1288                          STATION RECOVERY (1958)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 NE1288'THE STATION IS LOCATED ABOUT 8 MILES W OF PONTIAC, 1.5 MILES S OF
 NE1288'STATE HIGHWAY 59, ON LAND OWNED BY CHARLES L. BONAR.  IT IS ABOUT 0.3
 NE1288'MILE WEST OF THE BONAR HOME ON THE HIGHEST POINT OF THE HILL, 18 FEET
 NE1288'NORTHWEST OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE.  THE DISK IS STAMPED
 NE1288'BONAR 1943, AND THE MARK PROJECTS ABOUT 4 INCHES.
 NE1288'
 NE1288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1288'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1288'
 NE1288'REFERENCE MARK NO. 1 IS 77.95 FEET SOUTH SOUTHEAST OF THE STATION,
 NE1288'60.3 FEET SOUTHEAST OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE, THE MARK
 NE1288'IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK, THE MARK
 NE1288'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BONAR NO 1 1943.
 NE1288'
 NE1288'REFERENCE MARK NO. 2 IS 95.87 FEET WNW OF THE STATION, 1 FOOT EAST OF
 NE1288'A N-S FENCE LINE, THE MARK IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 NE1288'STATION MARK, THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NE1288'BONAR NO 2 1943.
 NE1288'
 NE1288'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTH OF THE STATION, ALONG
 NE1288'THE SOUTHWEST SIDE OF UNION LAKE ROAD, 0.1 MILE NORTHWEST OF THE
 NE1288'JUNCTION OF A GRAVEL ROAD EAST, 22.3 FEET SOUTHWEST OF THE CENTER OF
 NE1288'UNION LAKE ROAD, ON PROPERTY LINE BETWEEN HOUSES NUMBERED 1240 AND
 NE1288'1250, 19.8 FEET NORTH OF NORTH GATE POST AT DRIVE TO HOUSE 1250, 16
 NE1288'INCHES SOUTH OF POWER POLE WITH TRANSFORMER.  STAMPED BONAR 1943 RESET
 NE1288'1958.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S.
 NE1288'HIGHWAY 24 AT THE WEST LIMITS OF PONTIAC, GO WEST ON STATE HIGHWAY 59
 NE1288'FOR 697 MILES TO PONTIAC LAKE RECREATION AREA AND JUNCTION OF WILLIAMS
 NE1288'LAKE ROAD SOUTH, TURN LEFT AND GO SOUTH FOR 1.25 MILES TO THE CROSSING
 NE1288'OF ELIZABETH LAKE ROAD, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO GATE
 NE1288'ON THE RIGHT,* HERE TURN RIGHT AND GO WEST 0.25 MILE TO THE BONAR
 NE1288'HOME, KEEP RIGHT OF THE HOUSE AND FOLLOW WOODS ROAD FOR 0.25 MILE TO
 NE1288'EDGE OF WOODS, THENCE NORTHWEST ACROSS CLEARING FOR 0.15 MILE TO THE
 NE1288'HIGHEST POINT OF THE HILL AND STATION.
 NE1288'
 NE1288'*TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTH ON THE
 NE1288'WILLIAMS LAKE ROAD FOR 1.15 MILES TO INTERSECTION OF COOLEY ROAD, TURN
 NE1288'RIGHT AND GO WEST ON COOLEY ROAD FOR 0.2 MILE TO INTERSECTION OF UNION
 NE1288'LAKE ROAD, TURN RIGHT AND GO NORTHWEST ON UNION LAKE ROAD FOR 0.4 MILE
 NE1288'TO MARK ON LEFT AS DESCRIBED.
 NE1288
 NE1288                          STATION RECOVERY (1960)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 NE1288'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 NE1288'MARK CANNOT BE SEEN FROM THE STATION AND WAS NOT SEARCHED FOR.  THE
 NE1288'1957 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION.
 NE1288
 NE1288                          STATION RECOVERY (1974)
 NE1288
 NE1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 NE1288'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE 1957
 NE1288'DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE STATION AND REFERENCE
 NE1288'MARKS.
 NE1288'
 NE1288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES WEST OF
 NE1288'PONTIAC
 NE1288
 NE1288                          STATION RECOVERY (1980)
 NE1288
 NE1288'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1288'ALL MARKS, THE STATION, BOTH REFERENCE MARKS AND AZIMUTH MARK, WERE
 NE1288'ALL FOUND IN GOOD CONDITION.  THE 1958 TO REACH IS ADEQUATE, ALTHOUGH
 NE1288'THE WOODS ROAD IS OVERGROWN AND DIFFICULT TO FOLLOW.
 NE1288
 NE1288                          STATION RECOVERY (1996)
 NE1288
 NE1288'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE1288'RECOVERED IN GOOD CONDITION.
 NE1288
 NE1288                          STATION RECOVERY (2002)
 NE1288
 NE1288'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE1288'FOUND STATION, REFERENCE MARK 2 AND RESET AZIMUTH. REFERENCE MARK 1
 NE1288'WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0606 ***********************************************************************
 PM0606  DESIGNATION -  BONZ
 PM0606  PID         -  PM0606
 PM0606  STATE/COUNTY-  MI/BENZIE
 PM0606  COUNTRY     -  US
 PM0606  USGS QUAD   -  BEULAH (2017)
 PM0606
 PM0606                         *CURRENT SURVEY CONTROL
 PM0606  ______________________________________________________________________
 PM0606* NAD 83(2011) POSITION- 44 39 05.19681(N) 086 04 28.24292(W)   ADJUSTED
 PM0606* NAD 83(2011) ELLIP HT-   230.691 (meters)        (06/27/12)   ADJUSTED
 PM0606* NAD 83(2011) EPOCH   -  2010.00
 PM0606* NAVD 88 ORTHO HEIGHT -   266.1   (meters)      873.    (feet) VERTCON3
 PM0606  ______________________________________________________________________
 PM0606  GEOID HEIGHT    -        -35.332 (meters)                     GEOID18
 PM0606  NAD 83(2011) X  -    311,150.803 (meters)                     COMP
 PM0606  NAD 83(2011) Y  - -4,534,397.886 (meters)                     COMP
 PM0606  NAD 83(2011) Z  -  4,460,037.961 (meters)                     COMP
 PM0606  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC18
 PM0606
 PM0606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0606  Standards:
 PM0606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0606  -------------------------------------------------------------------
 PM0606  NETWORK    2.15   4.74           0.97   0.76   2.42     -0.00801323
 PM0606  -------------------------------------------------------------------
 PM0606  Click here for local accuracies and other accuracy information.
 PM0606
 PM0606.The horizontal coordinates were established by GPS observations
 PM0606.and adjusted by the National Geodetic Survey in June 2012.
 PM0606
 PM0606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0606.been affixed to the stable North American tectonic plate. See 
 PM0606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0606
 PM0606.The horizontal coordinates are valid at the epoch date displayed above
 PM0606.which is a decimal equivalence of Year/Month/Day.
 PM0606
 PM0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0606
 PM0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0606.GEOID18 height accuracy estimate available here.
 PM0606
 PM0606.Click photographs - Photos may exist for this station.
 PM0606
 PM0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0606
 PM0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0606
 PM0606.The ellipsoidal height was determined by GPS observations
 PM0606.and is referenced to NAD 83.
 PM0606
 PM0606. The following values were computed from the NAD 83(2011) position.
 PM0606
 PM0606;                    North         East     Units Scale Factor Converg.
 PM0606;SPC MI C     -   149,746.694 5,864,547.970   MT  0.99992562   -1 12 23.2
 PM0606;SPC MI C     -   491,294.93 19,240,642.95   iFT  0.99992562   -1 12 23.2
 PM0606;UTM  16      - 4,944,647.930   573,383.553   MT  0.99966622   +0 39 01.6
 PM0606
 PM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0606!SPC MI C     -   0.99996383  x   0.99992562  =   0.99988945
 PM0606!UTM  16      -   0.99996383  x   0.99966622  =   0.99963006
 PM0606
 PM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7338344647(NAD 83)
 PM0606
 PM0606                          SUPERSEDED SURVEY CONTROL
 PM0606
 PM0606  NAD 83(2007)-  44 39 05.19691(N)    086 04 28.24429(W) AD(2002.00) 0
 PM0606  ELLIP H (02/10/07)  230.719  (m)                       GP(2002.00)    
 PM0606  ELLIP H (07/17/02)  230.699  (m)                       GP(       ) 4 1
 PM0606  NAD 83(1994)-  44 39 05.19702(N)    086 04 28.24367(W) AD(       ) 2
 PM0606  ELLIP H (02/03/97)  230.738  (m)                       GP(       ) 4 1
 PM0606  NAD 83(1986)-  44 39 05.19893(N)    086 04 28.25061(W) AD(       ) 2
 PM0606  NGVD 29 (12/10/93)  266.2    (m)  GEOID93  model used  GPS OBS        
 PM0606
 PM0606.Superseded values are not recommended for survey control.
 PM0606
 PM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0606.See file dsdata.pdf to determine how the superseded data were derived.
 PM0606
 PM0606_MARKER: DD = SURVEY DISK
 PM0606_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PM0606_STAMPING: BONZ 1993
 PM0606_MARK LOGO: NOS
 PM0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PM0606
 PM0606  HISTORY     - Date     Condition        Report By
 PM0606  HISTORY     - 1993     MONUMENTED       NOS
 PM0606  HISTORY     - 19960816 GOOD             USPSQD
 PM0606
 PM0606                          STATION DESCRIPTION
 PM0606
 PM0606'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0606'THE STATION IS LOCATED 2.2 MI (3.5 KM) WEST OF HONOR AND 1.5 MI
 PM0606'(2.4 KM) NORTH OF BEULAH NEAR THE CREST OF A HIGH HILL ALONG U.S.
 PM0606'HIGHWAY 31 IN A GRASSY RIGHT OF WAY WEST OF HIGHWAY 31 AND JUST SOUTH
 PM0606'OF THE SENIC HILL MOTEL.
 PM0606'TO REACH THE STATION FROM THE U.S POST OFFICE IN HONOR, PROCEED WEST
 PM0606'AND SOUTH ON U.S. HIGHWAY 31 FOR 3.7 MI (6.0 KM) TO THE SENIC HILL
 PM0606'MOTEL ON THE RIGHT AND THE STATION JUST PAST THE MOTEL IN A GRASSY
 PM0606'RIGHT OF WAY ON THE RIGHT.
 PM0606'THE STATION IS 23.1 M (75.8 FT) SOUTH-SOUTHEAST OF THE SOUTH-MOST
 PM0606'CORNER OF THE MOTEL BUILDING COMPLEX, 19.5 M (64.0 FT) SOUTHWEST OF
 PM0606'EDGE OF SOUTH-MOST MOTEL DRIVEWAY, 14.8 M (48.6 FT) EAST OF A 6 INCH
 PM0606'DIAMETER TWIN FORKED CHERRY TREE AND 15.0 M (49.2 FT) WEST OF THE
 PM0606'CENTERLINE OF U.S. HIGHWAY 31.
 PM0606
 PM0606                          STATION RECOVERY (1996)
 PM0606
 PM0606'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0598 ***********************************************************************
 QK0598  DESIGNATION -  BOOTJACK
 QK0598  PID         -  QK0598
 QK0598  STATE/COUNTY-  MI/MACKINAC
 QK0598  COUNTRY     -  US
 QK0598  USGS QUAD   -  CEDARVILLE (2017)
 QK0598
 QK0598                         *CURRENT SURVEY CONTROL
 QK0598  ______________________________________________________________________
 QK0598* NAD 83(1994) POSITION- 45 57 21.91547(N) 084 15 44.86726(W)   ADJUSTED
 QK0598* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0598  ______________________________________________________________________
 QK0598  GEOID HEIGHT    -        -36.211 (meters)                     GEOID18
 QK0598  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 QK0598  HORZ ORDER      -  FIRST
 QK0598
 QK0598.The horizontal coordinates were established by classical geodetic methods
 QK0598.and adjusted by the National Geodetic Survey in February 1997.
 QK0598
 QK0598.The orthometric height was scaled from a topographic map.
 QK0598
 QK0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0598.GEOID18 height accuracy estimate available here.
 QK0598
 QK0598.Click photographs - Photos may exist for this station.
 QK0598
 QK0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0598
 QK0598. The following values were computed from the NAD 83(1994) position.
 QK0598
 QK0598;                    North         East     Units Scale Factor Converg.
 QK0598;SPC MI N     -   134,008.679 8,212,167.015   MT  0.99991925   +1 58 43.2
 QK0598;SPC MI N     -   439,661.02 26,942,805.17   iFT  0.99991925   +1 58 43.2
 QK0598;UTM  16      - 5,092,812.755   712,138.844   MT  1.00015328   +1 58 06.6
 QK0598
 QK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0598!SPC MI N     -   0.99997793  x   0.99991925  =   0.99989718
 QK0598!UTM  16      -   0.99997793  x   1.00015328  =   1.00013121
 QK0598
 QK0598:                Primary Azimuth Mark                     Grid Az
 QK0598:SPC MI N     -  BEAVER TAIL                              079 21 32.4
 QK0598:UTM  16      -  BEAVER TAIL                              079 22 09.0
 QK0598
 QK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1213892812(NAD 83)
 QK0598
 QK0598|---------------------------------------------------------------------|
 QK0598| PID    Reference Object                     Distance      Geod. Az  |
 QK0598|                                                           dddmmss.s |
 QK0598| QK0562 BEAVER TAIL                         APPROX. 7.2 KM 0812015.6 |
 QK0598|---------------------------------------------------------------------|
 QK0598
 QK0598                          SUPERSEDED SURVEY CONTROL
 QK0598
 QK0598  NAD 83(1986)-  45 57 21.90584(N)    084 15 44.86565(W) AD(       ) 1
 QK0598  NAD 27      -  45 57 21.82900(N)    084 15 44.77700(W) AD(       ) 1
 QK0598
 QK0598.Superseded values are not recommended for survey control.
 QK0598
 QK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0598.See file dsdata.pdf to determine how the superseded data were derived.
 QK0598
 QK0598_MARKER: H = DRILL HOLE
 QK0598_SETTING: 80 = SET IN A BOULDER
 QK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0598+STABILITY: SURFACE MOTION
 QK0598
 QK0598  HISTORY     - Date     Condition        Report By
 QK0598  HISTORY     - 1905     MONUMENTED       USLS
 QK0598  HISTORY     - 1964     GOOD             USLS
 QK0598
 QK0598                          STATION DESCRIPTION
 QK0598
 QK0598'DESCRIBED BY US LAKE SURVEY 1905
 QK0598'AT NORTH END OF LAKE HURON, ON BOOT ISLAND, IN GRASSY MEADOW AT
 QK0598'SOUTHEAST END OF ISLAND, AND
 QK0598'APPROXIMATELY AT HIGH-WATER LINE.  MARKED BY NAIL HOLE IN PIECE OF
 QK0598'LEAD IN BOULDER.
 QK0598
 QK0598                          STATION RECOVERY (1964)
 QK0598
 QK0598'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0598'BY BOAT FROM CEDARVILLE.  ON EXTREME SOUTHEAST END OF BOOT ISLAND.
 QK0598'OLD LOG TOWER
 QK0598'STILL STANDING OVER STATION.
 QK0598'
 QK0598'STATION IS MARKED BY A NAIL HOLE IN CHUNK OF LEAD IN BOULDER
 QK0598'AT EDGE OF HIGH
 QK0598'WATER MARK.
 QK0598'
 QK0598'STATION IS 160 FEET WEST OF A BOULDER 7 X 8 X 2 FEET HIGH MARKED WITH
 QK0598'PAINT, 138.5 FEET
 QK0598'WEST NORTHWEST OF A CROSS CUT IN TOP OF HIGHEST POINT
 QK0598'OF A 3 X 4 X 2 FOOT HIGH GRAY
 QK0598'GRANITE BOULDER, 2.4 FEET SOUTHWEST OF A
 QK0598'BLAZED 8 INCH POPLAR TREE AMONG A GROUP OF WIND
 QK0598'FALLEN TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0651 ***********************************************************************
 QK0651  DESIGNATION -  BOOZER
 QK0651  PID         -  QK0651
 QK0651  STATE/COUNTY-  MI/OTSEGO
 QK0651  COUNTRY     -  US
 QK0651  USGS QUAD   -  GREEN TIMBERS (2017)
 QK0651
 QK0651                         *CURRENT SURVEY CONTROL
 QK0651  ______________________________________________________________________
 QK0651* NAD 83(1994) POSITION- 45 08 33.71275(N) 084 30 36.47830(W)   ADJUSTED
 QK0651* NAVD 88 ORTHO HEIGHT -   333.    (meters)     1093.    (feet) SCALED
 QK0651  ______________________________________________________________________
 QK0651  GEOID HEIGHT    -        -35.384 (meters)                     GEOID18
 QK0651  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 QK0651  HORZ ORDER      -  SECOND
 QK0651
 QK0651.The horizontal coordinates were established by classical geodetic methods
 QK0651.and adjusted by the National Geodetic Survey in February 1997.
 QK0651
 QK0651.The orthometric height was scaled from a topographic map.
 QK0651
 QK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0651.GEOID18 height accuracy estimate available here.
 QK0651
 QK0651.Click photographs - Photos may exist for this station.
 QK0651
 QK0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0651
 QK0651. The following values were computed from the NAD 83(1994) position.
 QK0651
 QK0651;                    North         East     Units Scale Factor Converg.
 QK0651;SPC MI C     -   202,918.972 5,988,717.181   MT  0.99991874   -0 06 04.8
 QK0651;SPC MI C     -   665,744.66 19,648,022.25   iFT  0.99991874   -0 06 04.8
 QK0651;UTM  16      - 5,001,818.528   695,751.679   MT  1.00007118   +1 45 55.9
 QK0651
 QK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0651!SPC MI C     -   0.99995336  x   0.99991874  =   0.99987210
 QK0651!UTM  16      -   0.99995336  x   1.00007118  =   1.00002453
 QK0651
 QK0651:                Primary Azimuth Mark                     Grid Az
 QK0651:SPC MI C     -  BOOZER AZ MK                             315 41 23.2
 QK0651:UTM  16      -  BOOZER AZ MK                             313 49 22.5
 QK0651
 QK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9575101818(NAD 83)
 QK0651
 QK0651|---------------------------------------------------------------------|
 QK0651| PID    Reference Object                     Distance      Geod. Az  |
 QK0651|                                                           dddmmss.s |
 QK0651| CH1737 BOOZER RM 1                           7.093 METERS 09220     |
 QK0651| CH1738 BOOZER RM 2                           9.153 METERS 18230     |
 QK0651| CH1736 BOOZER AZ MK                                       3153518.4 |
 QK0651|---------------------------------------------------------------------|
 QK0651
 QK0651                          SUPERSEDED SURVEY CONTROL
 QK0651
 QK0651  NAD 83(1986)-  45 08 33.70542(N)    084 30 36.48271(W) AD(       ) 2
 QK0651  NAD 27      -  45 08 33.65038(N)    084 30 36.38788(W) AD(       ) 2
 QK0651
 QK0651.Superseded values are not recommended for survey control.
 QK0651
 QK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0651.See file dsdata.pdf to determine how the superseded data were derived.
 QK0651
 QK0651_MARKER: DS = TRIANGULATION STATION DISK
 QK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0651_STAMPING: BOOZER 1956
 QK0651_MARK LOGO: CGS
 QK0651_PROJECTION: FLUSH
 QK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0651+STABILITY: SURFACE MOTION
 QK0651
 QK0651  HISTORY     - Date     Condition        Report By
 QK0651  HISTORY     - 1956     MONUMENTED       CGS
 QK0651  HISTORY     - 1980     GOOD             MIDH
 QK0651  HISTORY     - 19960812 GOOD             USPSQD
 QK0651
 QK0651                          STATION DESCRIPTION
 QK0651
 QK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0651'THE STATION IS LOCATED ON A HIGH TIMBERED RIDGE ABOUT 11 MILES
 QK0651'NORTHEAST OF GAYLORD, ABOUT 8 MILES EAST OF VANDERBILT, ON THE
 QK0651'PROPERTY OF MR. HENRY BOOZER.  IT IS 123 FEET WEST OF THE CENTERLINE
 QK0651'OF A SANDY WOODS ROAD, 6.5 FEET SOUTH OF A WHITE WITNESS POST, 11 FEET
 QK0651'WEST OF A 6 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 QK0651'AND ABOUT 0.05 MILE NORTH OF A CABIN.  THE MARK IS FLUSH AND THE DISK
 QK0651'IS STAMPED BOOZER 1956.
 QK0651'
 QK0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND A PAVED
 QK0651'CROSSROAD IN VANDERBILT, GO EAST ON PAVED ROAD FOR 3.5 MILES TO A
 QK0651'GRAVEL CROSSROAD (FONTONALIS ROAD) AND THE END OF THE PAVEMENT.
 QK0651'CONTINUE EAST ON THE GRAVEL ROAD (STURGEON RIVER ROAD) FOR 3.75 MILES
 QK0651'TO A GRAVEL SIDE ROAD RIGHT AND THE AZIMUTH MARK AND THE TT 23 (USGS)
 QK0651'MARK ON THE RIGHT.  CONTINUE EAST ON GRAVEL ROAD FOR 0.55 MILE TO A
 QK0651'DIM SANDY WOODS ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE SANDY
 QK0651'WOODS ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 QK0651'
 QK0651'REFERENCE MARK 1 IS 100 FEET WEST OF THE CENTERLINE OF THE SANDY WOODS
 QK0651'ROAD, 24 FEET EAST OF THE WHITE WITNESS POST AND 13 FEET EAST OF THE 6
 QK0651'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE MARK
 QK0651'PROJECTS 2 INCHES AND THE DISK IS STAMPED BOOZER NO 1 1956.
 QK0651'
 QK0651'REFERENCE MARK 2 IS 125 FEET WEST OF THE CENTERLINE OF THE SANDY WOODS
 QK0651'ROAD, 37 FEET SOUTH OF THE WHITE WITNESS POST AND 34 FEET SOUTHWEST OF
 QK0651'THE 6 INCH OAK TREE WITH THE TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE
 QK0651'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOOZER NO 2 1956.
 QK0651'
 QK0651'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0651'104 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET WEST OF A
 QK0651'WHITE WITNESS POST AND 2 FEET EAST OF A TELEPHONE POLE.  THE MARK
 QK0651'PROJECTS 3 INCHES AND THE DISK IS STAMPED BOOZER 1956.
 QK0651'
 QK0651'TT 23 (USGS) IS 75 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 259
 QK0651'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 7.5 FEET WEST OF A 6
 QK0651'INCH WILD CHERRY TREE.  THE MARK IS A STANDARD U.S.  GEOLOGICAL SURVEY
 QK0651'BENCH MARK DISK STAMPED TT 23 RC 1953 986 (FEET) SET IN THE TOP OF A
 QK0651'ROUND 5 INCH CONCRETE POST THAT PROJECTS 7 INCHES.
 QK0651'
 QK0651'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0651
 QK0651                          STATION RECOVERY (1980)
 QK0651
 QK0651'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RG)
 QK0651'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QK0651
 QK0651                          STATION RECOVERY (1996)
 QK0651
 QK0651'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0084 ***********************************************************************
 OK0084  DESIGNATION -  BORM
 OK0084  PID         -  OK0084
 OK0084  STATE/COUNTY-  MI/SAGINAW
 OK0084  COUNTRY     -  US
 OK0084  USGS QUAD   -  SHIELDS (2017)
 OK0084
 OK0084                         *CURRENT SURVEY CONTROL
 OK0084  ______________________________________________________________________
 OK0084* NAD 83(1994) POSITION- 43 24 02.21713(N) 084 04 16.64890(W)   ADJUSTED
 OK0084* NAVD 88 ORTHO HEIGHT -   187.536 (meters)      615.27  (feet) ADJUSTED
 OK0084  ______________________________________________________________________
 OK0084  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 OK0084  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 OK0084  DYNAMIC HEIGHT  -        187.497 (meters)      615.15  (feet) COMP
 OK0084  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 OK0084
 OK0084  HORZ ORDER      -  FIRST
 OK0084  VERT ORDER      -  SECOND    CLASS 0
 OK0084
 OK0084.The horizontal coordinates were established by classical geodetic methods
 OK0084.and adjusted by the National Geodetic Survey in February 1997.
 OK0084
 OK0084.The orthometric height was determined by differential leveling and
 OK0084.adjusted by the NATIONAL GEODETIC SURVEY
 OK0084.in June 1991.
 OK0084
 OK0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0084.GEOID18 height accuracy estimate available here.
 OK0084
 OK0084.Click photographs - Photos may exist for this station.
 OK0084
 OK0084.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0084
 OK0084.The dynamic height is computed by dividing the NAVD 88
 OK0084.geopotential number by the normal gravity value computed on the
 OK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0084.degrees latitude (g = 980.6199 gals.).
 OK0084
 OK0084.The modeled gravity was interpolated from observed gravity values.
 OK0084
 OK0084. The following values were computed from the NAD 83(1994) position.
 OK0084
 OK0084;                    North         East     Units Scale Factor Converg.
 OK0084;SPC MI S     -   211,162.226 4,023,926.812   MT  0.99994734   +0 12 03.6
 OK0084;SPC MI S     -   692,789.46 13,201,859.62   iFT  0.99994734   +0 12 03.6
 OK0084;UTM  16      - 4,809,470.690   737,163.398   MT  1.00029194   +2 00 47.7
 OK0084;UTM  17      - 4,809,886.483   251,289.805   MT  1.00036096   -2 06 40.9
 OK0084
 OK0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0084!SPC MI S     -   0.99997594  x   0.99994734  =   0.99992328
 OK0084!UTM  16      -   0.99997594  x   1.00029194  =   1.00026787
 OK0084!UTM  17      -   0.99997594  x   1.00036096  =   1.00033689
 OK0084
 OK0084:                Primary Azimuth Mark                     Grid Az
 OK0084:SPC MI S     -  BORM AZ MK                               356 37 34.2
 OK0084:UTM  16      -  BORM AZ MK                               354 48 50.1
 OK0084:UTM  17      -  BORM AZ MK                               358 56 18.7
 OK0084
 OK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3716309470(NAD 83)
 OK0084
 OK0084|---------------------------------------------------------------------|
 OK0084| PID    Reference Object                     Distance      Geod. Az  |
 OK0084|                                                           dddmmss.s |
 OK0084| OK0515 MIKE HAGLES ESTATE WATER TANK       APPROX. 6.3 KM 0140001.0 |
 OK0084| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX.15.9 KM 0530048.6 |
 OK0084| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX.15.8 KM 0531305.1 |
 OK0084| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.13.3 KM 0654111.2 |
 OK0084| OJ1046 SAGINAW COURTHOUSE                  APPROX. 8.8 KM 0772935.9 |
 OK0084| OJ1047 SAGINAW HOLY FAMILY CATH CH         APPROX.10.0 KM 0794935.8 |
 OK0084| OJ1049 SAGINAW SONORA TALKING MACH FP      APPROX. 7.5 KM 0853905.3 |
 OK0084| OK0520 CHESANING MUNICIPAL TANK            APPROX.24.2 KM 1881620.3 |
 OK0084| OK0519 CHESANING G M P PACKING CO TK       APPROX.23.0 KM 1885306.9 |
 OK0084| OK0517 ST CHARLES MUNICIPAL TANK           APPROX.12.5 KM 2054057.4 |
 OK0084| OK0518 ST CHARLES R GAGE COAL 8 STACK      APPROX.12.3 KM 2184407.3 |
 OK0084| OK0085 BORM RM 1                            33.452 METERS 24111     |
 OK0084| CH0825 BORM RM 2                            55.145 METERS 32655     |
 OK0084| CH0823 BORM AZ MK                                         3564937.8 |
 OK0084|---------------------------------------------------------------------|
 OK0084
 OK0084                          SUPERSEDED SURVEY CONTROL
 OK0084
 OK0084  NAD 83(1986)-  43 24 02.20745(N)    084 04 16.67033(W) AD(       ) 1
 OK0084  NAD 27      -  43 24 02.11099(N)    084 04 16.74440(W) AD(       ) 1
 OK0084  NGVD 29 (??/??/92)  187.718  (m)          615.87   (f) ADJ UNCH    2 0
 OK0084  NGVD 29             187.72   (m)          615.9    (f) LEVELING    3  
 OK0084
 OK0084.Superseded values are not recommended for survey control.
 OK0084
 OK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0084.See file dsdata.pdf to determine how the superseded data were derived.
 OK0084
 OK0084_MARKER: DS = TRIANGULATION STATION DISK
 OK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0084_STAMPING: BORM 1932
 OK0084_MARK LOGO: CGS
 OK0084_PROJECTION: FLUSH
 OK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0084+STABILITY: SURFACE MOTION
 OK0084
 OK0084  HISTORY     - Date     Condition        Report By
 OK0084  HISTORY     - 1932     MONUMENTED       CGS
 OK0084  HISTORY     - 1934     GOOD             CGS
 OK0084  HISTORY     - 1966     MARK NOT FOUND   USGS
 OK0084  HISTORY     - 1969     MARK NOT FOUND   CGS
 OK0084  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0084  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0084  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0084
 OK0084                          STATION DESCRIPTION
 OK0084
 OK0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0084'ABOUT 6 MILES SOUTH AND 2 MILES WEST OF BELL TELEPHONE BUILDING IN
 OK0084'SAGINAW, ON PROPERTY OF MR. RICHARD BORM, ON HIGHEST POINT IN PASTURE,
 OK0084'ABOUT 300 FEET SOUTH BY WEST OF BORMS FARMHOUSE, ABOUT 300 FEET
 OK0084'SOUTHEAST OF T-INTERSECTION, ABOUT 400 FEET NORTH OF PERE MARQUETTE
 OK0084'RAILWAY, 75 FEET EAST OF NORTH-AND-SOUTH ROAD, 67 FEET EAST OF GROUP
 OK0084'OF 5 MAPLE TREES GROWING FROM SAME BASE, AND 84.5 FEET SOUTH OF LARGE
 OK0084'OAK TREE WHICH HAS FLAT SIDE.
 OK0084'
 OK0084'TO REACH FROM SAGINAW, FOLLOW ROUTE M-46 TO BRIDGE ACROSS
 OK0084'TITTABAWASSEE RIVER, CRISS BRIDGE, CONTINUE WEST 0.3 MILE TO FIRST
 OK0084'CROSSROADS, TURN SOUTH, CONTINUE 1.0 MILE TO CROSSROADS, TURN RIGHT,
 OK0084'AND GO 0.9 MILE TO BORMS FARM AND STATION SITE.
 OK0084'
 OK0084'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0084'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 OK0084'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0084'NOTE 11A.
 OK0084'
 OK0084'NO. 1 PROJECTS 4 INCHES, IS ON FENCE LINE PARALLELING NORTH-AND-SOUTH
 OK0084'ROAD, 25 FEET EAST OF CENTER LINE OF ROAD, 35 FEET SOUTH OF 18-INCH
 OK0084'OAK TREE, 24 FEET NORTH OF 24-INCH OAK TREE, 20 FEET WEST OF 24-INCH
 OK0084'MAPLE TREE, AND 109.75 FEET FROM STATION IN AZIMUTH 61 DEG. 11 MIN.
 OK0084'
 OK0084'NO. 2 PROJECTS 5 INCHES, AND IS ON NORTH-AND-SOUTH FENCE LINE, 18 FEET
 OK0084'CAST OF CENTER LINE OF ROAD, AND 180.92 FEET FROM STATION IN AZIMUTH
 OK0084'146 DEG. 55 MIN.
 OK0084'
 OK0084'AZIMUTH MARK PROJECTS 8 INCHES, IS 10.5 FEET EAST OF CENTER LINE OF
 OK0084'ROAD, IN NORTHWEST CORNER OF FIELD, 1 FOOT EAST OF NORTH-AND-SOUTH
 OK0084'FENCE LINE, 2 FEET SOUTH OF EAST-AND-WEST FENCE LINE, AND
 OK0084'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 176 DEG.  49 MIN.  37
 OK0084'SEC.  SILO ON TIM O HERNS FARM IS 1 MILE FROM STATION IN AZIMUTH 127
 OK0084'DEG. 18 MIN. 05 SEC., OAK TREE IS 84.5 FEET DISTANT IN AZIMUTH 173
 OK0084'DEG., AND MAPLE TREE IS 67 FEET DISTANT IN AZIMUTH 92 DEG.
 OK0084
 OK0084                          STATION RECOVERY (1934)
 OK0084
 OK0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OK0084'1.6 MI W FROM PAINES.
 OK0084'1.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0084'STATION AT PAINES, SAGINAW COUNTY, ON THE FARM OF MR. BORM, IN
 OK0084'THE MIDDLE OF THE FIELD, 100 YARDS NORTH OF THE TRACK, 45 YARDS
 OK0084'EAST OF A DIRT ROAD, 1.5 FEET HIGHER THAN THE ROAD, AND LEVEL
 OK0084'WITH THE TOP OF THE GROUND.  A STANDARD TRIANGULATION-STATION
 OK0084'DISK, STAMPED BORM 1932 AND SET IN THE TOP OF A CONCRETE POST.
 OK0084
 OK0084                          STATION RECOVERY (1966)
 OK0084
 OK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0084'MARK NOT FOUND.
 OK0084
 OK0084                          STATION RECOVERY (1969)
 OK0084
 OK0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 OK0084'STATION WAS NOT RECOVERED AND IS BELIEVED LOST.  A MR. BORM WHO IS
 OK0084'THE SON OF MR.
 OK0084'RICHARD BORM, MENTIONED IN ORIGINAL DESCRIPTION, STATES THAT
 OK0084'THE HIGH POINT IN THE PASTURE
 OK0084'WHERE THE MARK WAS SET WAS SOLD SEVERAL
 OK0084'YEARS AGO TO A LOCAL SAND COMPANY.  A PIECE OF
 OK0084'CONCRETE BELIEVED TO HAVE
 OK0084'RM 1 WAS FOUND.  NO TRACE WAS FOUND OF ANY OTHER MARKS.
 OK0084'
 OK0084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES S.
 OK0084'OF SAGINAW
 OK0084
 OK0084                          STATION RECOVERY (1974)
 OK0084
 OK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JPM)
 OK0084'A THOROUGH SEARCH OF THE DESCRIBED AREAS FAILED TO TURN UP ANY
 OK0084'EVIDENCE OF THE
 OK0084'TRIANGULATION STATION, RM 1, RM 2, OR THE AZIMUTH MARK.  MR. BORM, ON
 OK0084'WHOSE PROPERTY THE
 OK0084'TRIANGULATION STATION WAS LOCATED, STATED THAT THE STATE
 OK0084'HIGHWAY DEPT. HAS PURCHASED RIGHT OF
 OK0084'WAY LAND, AND DUG A SEWER LINE IN THE
 OK0084'VICINITY OF TRIANGULATION STATION BORM.  HIGHWAY
 OK0084'CONSTRUCTION PROBABLY RESUITED
 OK0084'IN THE DESTRUCTION OF ALL MARKS (STATION, RM 1, RM 2, AND AZIMUTH
 OK0084'MK.) MR. J. PATRICK
 OK0084'RYAN REPORTED TRI STATION, AND RM 1 DESTROYED IN 1966, HE ALSO
 OK0084'NOTED THAT RM 2 WAS OKAY.  AS
 OK0084'NOTED ABOVE
 OK0084'RM 2 AND AZIMUTH MARK WERE NOT FOUND BY
 OK0084'ME IN 08/74.
 OK0084'
 OK0084'QUOTE PRIMARY REFERENCE ABOUT 6 MILES SOUTH AND 2 MILES WEST OF BELL
 OK0084'TELEPHONE BUILDING IN
 OK0084'SAGINAW
 OK0084
 OK0084                          STATION RECOVERY (1994)
 OK0084
 OK0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0084'MARK NOT FOUND.
 OK0084
 OK0084                          STATION RECOVERY (2001)
 OK0084
 OK0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1118 ***********************************************************************
 NF1118  DESIGNATION -  BORSUM
 NF1118  PID         -  NF1118
 NF1118  STATE/COUNTY-  MI/EATON
 NF1118  COUNTRY     -  US
 NF1118  USGS QUAD   -  NEEDMORE (2017)
 NF1118
 NF1118                         *CURRENT SURVEY CONTROL
 NF1118  ______________________________________________________________________
 NF1118* NAD 83(1994) POSITION- 42 42 43.56510(N) 084 47 52.35733(W)   ADJUSTED
 NF1118* NAVD 88 ORTHO HEIGHT -   277.751 (meters)      911.25  (feet) ADJUSTED
 NF1118  ______________________________________________________________________
 NF1118  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 NF1118  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 NF1118  DYNAMIC HEIGHT  -        277.668 (meters)      910.98  (feet) COMP
 NF1118  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 NF1118
 NF1118  HORZ ORDER      -  FIRST
 NF1118  VERT ORDER      -  SECOND    CLASS II
 NF1118
 NF1118.The horizontal coordinates were established by classical geodetic methods
 NF1118.and adjusted by the National Geodetic Survey in February 1997.
 NF1118
 NF1118.The orthometric height was determined by differential leveling and
 NF1118.adjusted by the NATIONAL GEODETIC SURVEY
 NF1118.in June 1991.
 NF1118
 NF1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1118.GEOID18 height accuracy estimate available here.
 NF1118
 NF1118.Click photographs - Photos may exist for this station.
 NF1118
 NF1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1118
 NF1118.The dynamic height is computed by dividing the NAVD 88
 NF1118.geopotential number by the normal gravity value computed on the
 NF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1118.degrees latitude (g = 980.6199 gals.).
 NF1118
 NF1118.The modeled gravity was interpolated from observed gravity values.
 NF1118
 NF1118. The following values were computed from the NAD 83(1994) position.
 NF1118
 NF1118;                    North         East     Units Scale Factor Converg.
 NF1118;SPC MI S     -   134,727.319 3,964,678.257   MT  0.99991141   -0 17 36.4
 NF1118;SPC MI S     -   442,018.76 13,007,474.60   iFT  0.99991141   -0 17 36.4
 NF1118;UTM  16      - 4,731,196.222   680,330.768   MT  1.00000009   +1 29 38.9
 NF1118
 NF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1118!SPC MI S     -   0.99996176  x   0.99991141  =   0.99987317
 NF1118!UTM  16      -   0.99996176  x   1.00000009  =   0.99996185
 NF1118
 NF1118:                Primary Azimuth Mark                     Grid Az
 NF1118:SPC MI S     -  BORSUM AZ MK                             258 47 40.2
 NF1118:UTM  16      -  BORSUM AZ MK                             257 00 24.9
 NF1118
 NF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8033031196(NAD 83)
 NF1118
 NF1118|---------------------------------------------------------------------|
 NF1118| PID    Reference Object                     Distance      Geod. Az  |
 NF1118|                                                           dddmmss.s |
 NF1118| CH0826 BORSUM RM 1                          27.264 METERS 13907     |
 NF1118| CH0827 BORSUM RM 2                          30.221 METERS 21239     |
 NF1118| NF1552 BORSUM AZ MK                        APPROX. 0.6 KM 2583003.8 |
 NF1118|---------------------------------------------------------------------|
 NF1118
 NF1118                          SUPERSEDED SURVEY CONTROL
 NF1118
 NF1118  NAD 83(1986)-  42 42 43.56327(N)    084 47 52.37514(W) AD(       ) 1
 NF1118  NAD 27      -  42 42 43.43636(N)    084 47 52.42031(W) AD(       ) 1
 NF1118  NGVD 29 (??/??/92)  277.875  (m)          911.66   (f) ADJ UNCH    2 2
 NF1118  NGVD 29 (07/19/86)  277.87   (m)          911.6    (f) LEVELING    3  
 NF1118
 NF1118.Superseded values are not recommended for survey control.
 NF1118
 NF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1118.See file dsdata.pdf to determine how the superseded data were derived.
 NF1118
 NF1118_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1118_STAMPING: BORSUM 1976
 NF1118_MARK LOGO: NGS
 NF1118_PROJECTION: RECESSED 46 CENTIMETERS
 NF1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1118+STABILITY: SURFACE MOTION
 NF1118
 NF1118  HISTORY     - Date     Condition        Report By
 NF1118  HISTORY     - 1976     MONUMENTED       NGS
 NF1118
 NF1118                          STATION DESCRIPTION
 NF1118
 NF1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1118'NO MEASUREMENT BETWEEN RMS DUE TO TREES IN LINE.
 NF1118'
 NF1118'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF POTTERVILLE,
 NF1118'6 MILES SOUTHEAST OF MULLIKEN, 4 MILES SOUTHWEST OF GRAND LEDGE.  IT
 NF1118'IS NEAR THE SOUTHEAST CORNER OF SECTION 20.  T 4 N, R 4 W AND ON
 NF1118'PROPERTY OWNED BY MR. TED BORSOM, 2085 MT. HOPE ROAD, GRAND LEDGE,
 NF1118'MICHIGAN 48837.  PHONE NUMBER 517-627-5066.
 NF1118'
 NF1118'TO REACH FROM THE JUNCTION OF STATE ROUTE 43 AND 100 AT THE SOUTH
 NF1118'EDGE OF GRAND LEDGE, GO SOUTH ON STATE ROUTE 100 FOR 2.0 MILES TO A
 NF1118'PAVED CROSSROAD (MT. HOPE HIGHWAY.) TURN RIGHT AND GO WEST ON
 NF1118'MT. HOPE HIGHWAY FOR 2.0 MILES TO A PAVED CROSSROAD (ONEIDA ROAD).
 NF1118'CONTINUE AHEAD WEST ON MT. HOPE HIGHWAY FOR 1.0 MILE TO A FIELD
 NF1118'ROAD ON THE RIGHT, NORTH SIDE OF ROAD AND STATION.
 NF1118'
 NF1118'STATION MARKS ARE STANDARD DISKS STAMPED BORSUM 1976.  THE SURFACE
 NF1118'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1118'THAT IS 18 INCHES BELOW GROUND SURFACE.  IT IS 48.5 FEET NORTH OF
 NF1118'THE APPROXIMATE CENTER OF HIGHWAY AND 20 FEET NORTHWEST OF METAL
 NF1118'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN
 NF1118'THE TOP OF AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE
 NF1118'GROUND SURFACE.
 NF1118'
 NF1118'REFERENCE MARK 1, A STANDARD DISK STAMPED BORSUM NO 1 1976, IS SET
 NF1118'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1118'WITH THE GROUND SURFACE.  IT IS 79 FEET SOUTHEAST OF THE METAL
 NF1118'WITNESS POST AND 27 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY.
 NF1118'
 NF1118'REFERENCE MARK 2, A STANDARD DISK STAMPED BORSUM NO 2 1976, IS SET
 NF1118'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1118'WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTHWEST OF THE METAL
 NF1118'WITNESS POST AND 27 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY.
 NF1118'
 NF1118'THE AZIMUTH MARK, A STANDARD DISK STAMPED BORSUM 1976, IS SET IN
 NF1118'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1118'WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF A LARGE APPLE TREE,
 NF1118'4 FEET EAST OF THE SOUTHEAST CORNER OF SHED AND 3.5 FEET EAST OF
 NF1118'METAL WITNESS POST WITH SIGN ATTACHED.
 NF1118'
 NF1118'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MT. HOPE
 NF1118'HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, SOUTH SIDE OF
 NF1118'HIGHWAY.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO SHED
 NF1118'AND THE MARK IS AT THE SOUTHEAST CORNER OF THE SHED.
 NF1118'
 NF1118'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1118'
 NF1118'NEAREST TOWN--GRAND LEDGE.
 NF1118'
 NF1118'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1552 ***********************************************************************
 NF1552  DESIGNATION -  BORSUM AZ MK
 NF1552  PID         -  NF1552
 NF1552  STATE/COUNTY-  MI/EATON
 NF1552  COUNTRY     -  US
 NF1552  USGS QUAD   -  NEEDMORE (2017)
 NF1552
 NF1552                         *CURRENT SURVEY CONTROL
 NF1552  ______________________________________________________________________
 NF1552* NAD 83(1994) POSITION- 42 42 39.90469(N) 084 48 16.75150(W)   ADJUSTED
 NF1552* NAVD 88 ORTHO HEIGHT -   273.4   (meters)      897.    (feet) VERTCON3
 NF1552  ______________________________________________________________________
 NF1552  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 NF1552  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 NF1552  HORZ ORDER      -  SECOND
 NF1552
 NF1552.The horizontal coordinates were established by classical geodetic methods
 NF1552.and adjusted by the National Geodetic Survey in February 1997.
 NF1552
 NF1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1552
 NF1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1552.GEOID18 height accuracy estimate available here.
 NF1552
 NF1552.Click photographs - Photos may exist for this station.
 NF1552
 NF1552.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1552
 NF1552. The following values were computed from the NAD 83(1994) position.
 NF1552
 NF1552;                    North         East     Units Scale Factor Converg.
 NF1552;SPC MI S     -   134,617.244 3,964,122.619   MT  0.99991146   -0 17 53.0
 NF1552;SPC MI S     -   441,657.62 13,005,651.64   iFT  0.99991146   -0 17 53.0
 NF1552;UTM  16      - 4,731,068.858   679,778.786   MT  0.99999765   +1 29 22.2
 NF1552
 NF1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1552!SPC MI S     -   0.99996244  x   0.99991146  =   0.99987391
 NF1552!UTM  16      -   0.99996244  x   0.99999765  =   0.99996009
 NF1552
 NF1552:                Primary Azimuth Mark                     Grid Az
 NF1552:SPC MI S     -  BORSUM                                   078 47 40.3
 NF1552:UTM  16      -  BORSUM                                   077 00 25.1
 NF1552
 NF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7977831068(NAD 83)
 NF1552
 NF1552|---------------------------------------------------------------------|
 NF1552| PID    Reference Object                     Distance      Geod. Az  |
 NF1552|                                                           dddmmss.s |
 NF1552| NF1548 BORSUM AZ MK A PT                     9.365 METERS 02556     |
 NF1552| NF1118 BORSUM                              APPROX. 0.6 KM 0782947.3 |
 NF1552|---------------------------------------------------------------------|
 NF1552
 NF1552                          SUPERSEDED SURVEY CONTROL
 NF1552
 NF1552  NAD 83(1986)-  42 42 39.90286(N)    084 48 16.76930(W) AD(       ) 2
 NF1552  NAD 27      -  42 42 39.77599(N)    084 48 16.81370(W) AD(       ) 2
 NF1552  NGVD 29 (07/19/86)  273.5    (m)          897.     (f) VERT ANG       
 NF1552
 NF1552.Superseded values are not recommended for survey control.
 NF1552
 NF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1552.See file dsdata.pdf to determine how the superseded data were derived.
 NF1552
 NF1552_MARKER: DZ = AZIMUTH MARK DISK
 NF1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1552_STAMPING: BORSUM 1976
 NF1552_MARK LOGO: NGS
 NF1552_PROJECTION: FLUSH
 NF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1552+STABILITY: SURFACE MOTION
 NF1552
 NF1552  HISTORY     - Date     Condition        Report By
 NF1552  HISTORY     - 1976     MONUMENTED       NGS
 NF1552
 NF1552                          STATION DESCRIPTION
 NF1552
 NF1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1552'STATION MARK, A STANDARD DISK STAMPED BORSUM 1976, IS SET IN THE TOP
 NF1552'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1552'GROUND SURFACE.  IT IS 22 FEET SOUTH OF A LARGE APPLE TREE, 4 FEET
 NF1552'EAST OF THE SOUTHEAST CORNER OF SHED AND 3.5 FEET EAST OF METAL
 NF1552'WITNESS POST WITH SIGN ATTACHED.
 NF1552'
 NF1552'TO REACH THE STATION MARK FROM STATION BORSUM GO WEST ON MT. HOPE
 NF1552'HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, SOUTH SIDE OF
 NF1552'HIGHWAY.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO SHED
 NF1552'AND THE MARK IS AT THE SOUTHEAST CORNER OF THE SHED.
 NF1552'
 NF1552'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1430 ***********************************************************************
 NE1430  DESIGNATION -  BOSTON
 NE1430  PID         -  NE1430
 NE1430  STATE/COUNTY-  MI/WAYNE
 NE1430  COUNTRY     -  US
 NE1430  USGS QUAD   -  BELLEVILLE (2017)
 NE1430
 NE1430                         *CURRENT SURVEY CONTROL
 NE1430  ______________________________________________________________________
 NE1430* NAD 83(2011) POSITION- 42 10 34.87558(N) 083 26 05.92021(W)   ADJUSTED
 NE1430* NAD 83(2011) ELLIP HT-   166.739 (meters)        (06/27/12)   ADJUSTED
 NE1430* NAD 83(2011) EPOCH   -  2010.00
 NE1430* NAVD 88 ORTHO HEIGHT -   201.3   (meters)      660.    (feet) GPS OBS
 NE1430  ______________________________________________________________________
 NE1430  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1430  GEOID HEIGHT    -         -34.42 (meters)                     GEOID93
 NE1430  GEOID HEIGHT    -        -34.545 (meters)                     GEOID18
 NE1430  NAD 83(2011) X  -    541,240.700 (meters)                     COMP
 NE1430  NAD 83(2011) Y  - -4,702,950.862 (meters)                     COMP
 NE1430  NAD 83(2011) Z  -  4,260,252.726 (meters)                     COMP
 NE1430  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 NE1430
 NE1430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1430  Standards:
 NE1430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1430  -------------------------------------------------------------------
 NE1430  NETWORK    0.89   0.96           0.40   0.32   0.49     -0.02075374
 NE1430  -------------------------------------------------------------------
 NE1430  Click here for local accuracies and other accuracy information.
 NE1430
 NE1430.The horizontal coordinates were established by GPS observations
 NE1430.and adjusted by the National Geodetic Survey in June 2012.
 NE1430
 NE1430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1430.been affixed to the stable North American tectonic plate. See 
 NE1430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1430
 NE1430.The horizontal coordinates are valid at the epoch date displayed above
 NE1430.which is a decimal equivalence of Year/Month/Day.
 NE1430
 NE1430.The orthometric height was determined by GPS observations and a
 NE1430.high-resolution geoid model.
 NE1430
 NE1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1430.GEOID18 height accuracy estimate available here.
 NE1430
 NE1430.Click photographs - Photos may exist for this station.
 NE1430
 NE1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1430
 NE1430.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1430
 NE1430.The ellipsoidal height was determined by GPS observations
 NE1430.and is referenced to NAD 83.
 NE1430
 NE1430. The following values were computed from the NAD 83(2011) position.
 NE1430
 NE1430;                    North         East     Units Scale Factor Converg.
 NE1430;SPC MI S     -    75,554.538 4,076,974.732   MT  0.99998280   +0 38 02.5
 NE1430;SPC MI S     -   247,882.34 13,375,901.35   iFT  0.99998280   +0 38 02.5
 NE1430;UTM  17      - 4,672,227.061   298,892.630   MT  1.00009767   -1 38 07.5
 NE1430
 NE1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1430!SPC MI S     -   0.99997385  x   0.99998280  =   0.99995665
 NE1430!UTM  17      -   0.99997385  x   1.00009767  =   1.00007152
 NE1430
 NE1430:                Primary Azimuth Mark                     Grid Az
 NE1430:SPC MI S     -  BOSTON AZ MK                             148 26 59.6
 NE1430:UTM  17      -  BOSTON AZ MK                             150 43 09.6
 NE1430
 NE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9889272227(NAD 83)
 NE1430
 NE1430|---------------------------------------------------------------------|
 NE1430| PID    Reference Object                     Distance      Geod. Az  |
 NE1430|                                                           dddmmss.s |
 NE1430| CH0828 BOSTON AZ MK                                       1490502.1 |
 NE1430| CH0829 BOSTON RM 1                          30.205 METERS 21106     |
 NE1430| NE1427 TT 42 L                              16.977 METERS 30548     |
 NE1430|---------------------------------------------------------------------|
 NE1430
 NE1430                          SUPERSEDED SURVEY CONTROL
 NE1430
 NE1430  NAD 83(2007)-  42 10 34.87609(N)    083 26 05.92102(W) AD(2002.00) 0
 NE1430  ELLIP H (02/10/07)  166.736  (m)                       GP(2002.00)    
 NE1430  ELLIP H (07/12/02)  166.789  (m)                       GP(       ) 4 1
 NE1430  NAD 83(1994)-  42 10 34.87556(N)    083 26 05.92047(W) AD(       ) 1
 NE1430  ELLIP H (02/03/97)  166.830  (m)                       GP(       ) 4 1
 NE1430  NAD 83(1986)-  42 10 34.88379(N)    083 26 05.94182(W) AD(       ) 1
 NE1430  NAD 27      -  42 10 34.73500(N)    083 26 06.16800(W) AD(       ) 1
 NE1430
 NE1430.Superseded values are not recommended for survey control.
 NE1430
 NE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1430.See file dsdata.pdf to determine how the superseded data were derived.
 NE1430
 NE1430_MARKER: DS = TRIANGULATION STATION DISK
 NE1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1430_STAMPING: BOSTON 1943
 NE1430_MARK LOGO: CGS
 NE1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1430+STABILITY: SURFACE MOTION
 NE1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1430+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 NE1430
 NE1430  HISTORY     - Date     Condition        Report By
 NE1430  HISTORY     - 1943     MONUMENTED       CGS
 NE1430  HISTORY     - 1943     GOOD             CGS
 NE1430  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1430  HISTORY     - 1980     GOOD             MIDH
 NE1430  HISTORY     - 1980     GOOD             NGS
 NE1430  HISTORY     - 19800828 GOOD             NGS
 NE1430  HISTORY     - 1989     GOOD             USPSQD
 NE1430  HISTORY     - 19930518 GOOD             LOCENG
 NE1430  HISTORY     - 19940922 GOOD             WADTRI
 NE1430
 NE1430                          STATION DESCRIPTION
 NE1430
 NE1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1430'STATION IS LOCATED ON THE SECTION LINE BETWEEN SECTIONS 36 AND 1, T.
 NE1430'4 S. T. 3 S. R. 8 E. AND ABOUT 2.0 MI (3.2 KM) NORTHWEST OF THE
 NE1430'VILLEGE OF NEW BOSTON.  THE MARK IS SET ON A PROPERTY LINE, 56 FT
 NE1430'(17.1 M) EAST OF SAVAGE ROAD AT ITS JUNCTION WITH BEMIS ROAD.  IT IS
 NE1430'5.0 FT (1.5 M) WEST OF A REFERENCE POST.  THE DISK IS STAMPED BOSTON
 NE1430'1943.
 NE1430'
 NE1430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1430'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NE1430'
 NE1430'REFERENCE MARK 1 IS 99.10 FT (30.2 M) SOUTHWEST OF THE STATION.  IT IS
 NE1430'25 FT (7.6 M) WEST OF THE CENTERLINE OF SAVAGE ROAD AND 1.0 FT (0.3 M)
 NE1430'EAST OF A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED BOSTON NO 1
 NE1430'1943.
 NE1430'
 NE1430'TT 42 L (U.S.G.S.) IS 55.70 FT (17.0 M) NORTHWEST OF THE STATION.
 NE1430'THIS MARK WAS USED AS REFERENCE MARK 2.  IT IS 30 FT (9.1 M) EAST OF
 NE1430'THE CENTERLINE OF SAVEGE ROAD AT THE JUNCTION OF BEMIS ROAD AND 12 FT
 NE1430'(3.7 M) NORTH OF A ROAD SIGNPOST.  THE DISK IS A U.S. GEOLOGICAL
 NE1430'SURVEY BENCH MARK STAMPED TT 42 L 1935 AND 662 FEET ABOVE SEA LEVEL.
 NE1430'
 NE1430'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MI (0.40 KM) SOUTH-SOUTHWEST OF
 NE1430'THE STATION.  IT IS 36 FT (11.0 M) SOUTHWEST OF THE FRED C. REINTZ
 NE1430'MAILBOX, 31 FT (9.4 M) WEST OF THE CENTERLINE OF SAVAGE ROAD, 6.2 FT
 NE1430'(1.9 M) NORTHWEST OF A 36-INCH (91 CM) OAK TREE AND 4.8 FT (1.5 M)
 NE1430'SOUTH OF A REFERENCE POST.  THE DISK IS STAMPED BOSTON 1943.
 NE1430'
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SAVAGE ROAD
 NE1430'FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.
 NE1430'
 NE1430'TO REACH THE STATION FROM THE VILLAGE OF BELLEVILLE AT THE JUNCTION OF
 NE1430'MICHIGAN HIGHWAY 56 AND SUMPTER ROAD, GO SOUTH ON SUMPTER ROAD FOR 2.0
 NE1430'MI (3.2 KM).  TURN LEFT OR EAST ON BEMIS ROAD AND GO 2.4 MI (3.9 KM)
 NE1430'TO THE T-INTERSECTION OF SAVAGE ROAD AND STATION AS DESCRIBED.
 NE1430'
 NE1430'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1430
 NE1430                          STATION RECOVERY (1943)
 NE1430
 NE1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NE1430'RECOVERED IN GOOD CONDITION.
 NE1430
 NE1430                          STATION RECOVERY (1971)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DCS)
 NE1430'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 NE1430'AS DESCRIBED.  TT 42 L (USGS) HAS BEEN MOVED AND IS NOW 48.3 FT
 NE1430'(14.7 M) NORTHWEST OF THE STATION.
 NE1430'
 NE1430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  2 MI (3.2 KM)
 NE1430'NORTHWEST OF NEW BOSTON.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1430'THE STATION SURFACE MARK WAS FOUND IN GOOD CONDITION.  RM 1 IS LOST.
 NE1430'THE MONUMENT WAS FOUND LYING IN A PARKING LOT.  THE DISK HAD BEEN
 NE1430'REMOVED.  THE LINE TO THE AZIMUTH MARK IS BLOCKED BY A LARGE OAK TREE.
 NE1430'THE DESCRIPTION AND TO REACH ARE ADEQUATE.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NE1430'STATION MARK, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 2
 NE1430'FOUND OUT OF THE GROUND IN A GROCERY PARKING LOT.  THE DISK WAS
 NE1430'SALVAGED.  USGS BM TT 42 L FOUND IN GOOD CONDITION ALTHOUGH THE MARK
 NE1430'APPARENTLY HAD BEEN MOVED AS A PARK RANGER SAID THAT THE WIDENING OF
 NE1430'PARK ENTRANCE.  THE MEASUREMENT WAS SHORTER BY 2.26 METERS.  THE 1943
 NE1430'AZIMUTH MARK WAS NOT VISIBLE AT GROUND LEVEL TO THE STATION AND NO
 NE1430'PLACE TO SET A NEW ONE WITHOUT A TOWER.  A POLARIS OBSERVATION WILL
 NE1430'HAVE TO BE TAKEN TO VERIFY MARK AT LATER DATE WHEN TIME AND WEATHER
 NE1430'PERMITS.
 NE1430'
 NE1430'THE STATION IS LOCATED AT THE ENTRANCE TO THE LOWER HURON METRO PARK.
 NE1430'
 NE1430'TO REACH STATION FROM JUNCTION OF SUMPTER ROAD AND HURON RIVER DRIVE
 NE1430'AND SAVAGE ROAD, GO S ON SAVAGE ROAD FOR 2.4 MILE TO THE PARK ENTRANCE
 NE1430'AND STATION ON LEFT AS DESCRIBED.
 NE1430'
 NE1430'STATION MARKS ARE STANDARD DISKS, STAMPED---BOSTON 1943---.  IT IS 56
 NE1430'FT E OF CENTERLINE OF SAVAGE ROAD, 71 FT S OF CENTERLINE OF THE PARK
 NE1430'ENTRANCE, 10.5 FT E OF A 3 INCH PIPE PROJECTING 4 FT AND SET IN A SLAB
 NE1430'OF CONCRETE, 26 FT NE OF A POWERLINE POLE, 23 FT NE OF THE CENTER OF A
 NE1430'METAL MANHOLE COVER AND 3 FT S OF A WOODEN RAIL FENCE.  THE MARK
 NE1430'PROJECTS 2 INCHES.
 NE1430'
 NE1430'REFERENCE MARK 2 A STANDARD DISK, STAMPED---BOSTON 1943 NO 2
 NE1430'1980---.  IT IS A STANDARD ALUMINUM MARKER SET IN CONCRETE.  IT IS
 NE1430'69 FT E OF THE CENTERLINE OF SAVAGE ROAD, 68 FT S OF THE CENTERLINE
 NE1430'OF THE PARK ENTRANCE AND 0.5 FT N OF THE RAIL FENCE.  THE MARK IS
 NE1430'FLUSH.
 NE1430'
 NE1430'USGS BM. TT 42 L A STANDARD USGS DISK STAMPED---TT42L 1935---.  IT IS
 NE1430'2 FT W OF THE FENCE, 57 FT E OF CENTERLINE OF HAGGERTY ROAD, 23 FT S
 NE1430'OF THE PARK ENTRANCE, 3.5 FT S OF A STONE GATE POST AND 3 FT N OF A
 NE1430'STONE POST.  THE MARK IS FLUSH WITH THE GROUND.
 NE1430'
 NE1430'AZIMUTH MARK A STANDARD DISK, STAMPED---BOSTON 1943---.  IT IS 32 FT
 NE1430'W OF CENTERLINE OF SAVAGE ROAD, 24 FT S OF A 30 INCH OAK TREE AND 23
 NE1430'FT N OF CENTERLINE OF DRIVEWAY.  IT IS IN LINE WITH THE CENTERLINE OF
 NE1430'A SERVICE ENTRANCE TO HURON CLINTON LOWER METRO PARK ON EAST SIDE OF
 NE1430'THE ROAD.
 NE1430'
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON SAVAGE ROAD FOR
 NE1430'0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE1430'THE STATION MARK, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 NE1430'REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND IN A GROCERY PARKING
 NE1430'LOT AND THE DISK WAS SALVAGED.  USGS BM TT 42 L WAS FOUND IN GOOD
 NE1430'CONDITION ALTHOUGH THE MARK APPARENTLY HAS BEEN MOVED, ACCORDING TO
 NE1430'THE PARK RANGER WHEN THE PARK ENTRANCE WAS WIDENED.  THE MEASUREMENT
 NE1430'WAS SHORTER BY 2.26 METERS.  THE 1943 AZIMUTH MARK WAS NOT VISIBLE AT
 NE1430'GROUND LEVEL TO THE STATION AND NO PLACE WAS FOUND TO SET A NEW ONE
 NE1430'WITHOUT A TOWER.  A POLARIS OBSERVATION WILL HAVE TO BE TAKEN TO
 NE1430'VERIFY MARK AT LATER DATE WHEN TIME AND WEATHER PERMITS.
 NE1430'THE STATION LOCATED IN QUAD. 420832, AT THE ENTRANCE TO THE LOWER
 NE1430'HURON METRO PARK, ON THE SECTION LINE BETWEEN SECTIONS 36 AND 1,
 NE1430'T-4-S, T-3-S, R-8-E AND ABOUT 3.2 KM (2.0 MI) NORTHWEST OF THE
 NE1430'VILLAGE OF NEW BOSTON.
 NE1430'TO REACH STATION FROM JUNCTION OF SUMPTER ROAD AND HURON RIVER DRIVE
 NE1430'AND SAVAGE ROAD IN BELLEVILLE, GO SOUTH ON SAVAGE ROAD FOR 3.86 KM
 NE1430'(2.40 MI) TO THE PARK ENTRANCE AND THE STATION ON LEFT AS DESCRIBED.
 NE1430'STATION MARK IS SET PROJECTING 0.06 M (0.20 FT) ABOVE GROUND.  IT IS
 NE1430'LOCATED 21.641 M (71.001 FT) SOUTH OF CENTER OF THE PARK ENTRANCE,
 NE1430'3.2 M (10.5 FT) EAST OF A 3 INCH PIPE PROJECTING 1.219 M (3.999 FT)
 NE1430'AND SET IN A SLAB OF CONCRETE, 26.945 M (88.402 FT) NORTHEAST OF A
 NE1430'POWERLINE POLE, 7.010 M (22.999 FT) NORTHEAST OF THE CENTER OF A
 NE1430'METAL MANHOLE COVER AND 0.914 M (2.999 FT) SOUTH OF A WOODEN RAIL
 NE1430'FENCE.
 NE1430'REFERENCE MARK 2 IS AN ALUMINUM MARKER SET IN CONCRETE.  IT IS LOCATED
 NE1430'21.031 M (68.999 FT) EAST OF THE CENTER OF SAVAGE ROAD, 20.726 M
 NE1430'(67.999 FT) SOUTH OF THE CENTER OF THE PARK ENTRANCE AND 0.152 M
 NE1430'(0.499 FT) NORTH OF THE RAIL FENCE AND FLUSH WITH THE GROUND.
 NE1430'USGS BM TT 42 L, IS LOCATED 0.610 M (2.001 FT) WEST OF THE FENCE,
 NE1430'17.374 M (57.001 FT) EAST OF CENTER OF SAVAGE ROAD, 7.010 M
 NE1430'(22.999 FT) SOUTH OF THE PARK ENTRANCE, 1.067 M (3.501 FT) SOUTH OF A
 NE1430'STONE GATE POST AND 0.914 M (2.999 FT) NORTH OF A STONE POST, AND IS
 NE1430'FLUSH WITH THE GROUND.
 NE1430'AZIMUTH MARK 1 IS LOCATED 9.754 M (32.001 FT) WEST OF THE CENTER OF
 NE1430'SAVAGE ROAD, 7.315 M (23.999 FT) SOUTH FROM A 30 INCH OAK TREE AND
 NE1430'9.754 M (32.001 FT) NORTH OF THE CENTER OF DRIVEWAY.  IT IS IN LINE
 NE1430'WITH THE CENTER OF A SERVICE ENTRANCE ROAD TO HURON CLINTON LOWER
 NE1430'METRO PARK ON EAST SIDE OF THE ROAD.
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SAVAGE ROAD
 NE1430'FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT AS DESCRIBED.
 NE1430'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 NE1430'ADVISOR - MICHIGAN.
 NE1430
 NE1430                          STATION RECOVERY (1989)
 NE1430
 NE1430'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1430'RECOVERED IN GOOD CONDITION.
 NE1430
 NE1430                          STATION RECOVERY (1993)
 NE1430
 NE1430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1430'THIS STATION DOES NOT FIT WITH OTHER GPS STATIONS IN AREA.
 NE1430
 NE1430                          STATION RECOVERY (1994)
 NE1430
 NE1430'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0960 ***********************************************************************
 RJ0960  DESIGNATION -  BOTTOM
 RJ0960  PID         -  RJ0960
 RJ0960  STATE/COUNTY-  MI/CHIPPEWA
 RJ0960  COUNTRY     -  US
 RJ0960  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0960
 RJ0960                         *CURRENT SURVEY CONTROL
 RJ0960  ______________________________________________________________________
 RJ0960* NAD 83(1994) POSITION- 46 26 20.15775(N) 084 11 08.05233(W)   ADJUSTED
 RJ0960* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0960  ______________________________________________________________________
 RJ0960  GEOID HEIGHT    -        -36.688 (meters)                     GEOID18
 RJ0960  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 RJ0960  HORZ ORDER      -  THIRD
 RJ0960
 RJ0960.The horizontal coordinates were established by classical geodetic methods
 RJ0960.and adjusted by the National Geodetic Survey in February 1997.
 RJ0960
 RJ0960.The orthometric height was scaled from a topographic map.
 RJ0960
 RJ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0960.GEOID18 height accuracy estimate available here.
 RJ0960
 RJ0960.Click photographs - Photos may exist for this station.
 RJ0960
 RJ0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0960
 RJ0960. The following values were computed from the NAD 83(1994) position.
 RJ0960
 RJ0960;                    North         East     Units Scale Factor Converg.
 RJ0960;SPC MI N     -   187,849.288 8,216,219.017   MT  0.99990642   +2 02 03.3
 RJ0960;SPC MI N     -   616,303.44 26,956,099.14   iFT  0.99990642   +2 02 03.3
 RJ0960;SPC MI C     -   347,003.754 6,013,920.541   MT  1.00025535   +0 07 40.5
 RJ0960;SPC MI C     - 1,138,463.76 19,730,710.44   iFT  1.00025535   +0 07 40.5
 RJ0960;UTM  16      - 5,146,667.047   716,193.910   MT  1.00017457   +2 02 24.8
 RJ0960
 RJ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0960!SPC MI N     -   0.99997816  x   0.99990642  =   0.99988458
 RJ0960!SPC MI C     -   0.99997816  x   1.00025535  =   1.00023350
 RJ0960!UTM  16      -   0.99997816  x   1.00017457  =   1.00015272
 RJ0960
 RJ0960:                Primary Azimuth Mark                     Grid Az
 RJ0960:SPC MI N     -  LAKE                                     156 38 46.5
 RJ0960:SPC MI C     -  LAKE                                     158 33 09.3
 RJ0960:UTM  16      -  LAKE                                     156 38 25.0
 RJ0960
 RJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1619346667(NAD 83)
 RJ0960
 RJ0960|---------------------------------------------------------------------|
 RJ0960| PID    Reference Object                     Distance      Geod. Az  |
 RJ0960|                                                           dddmmss.s |
 RJ0960| RJ0956 LAKE                                APPROX. 7.3 KM 1584049.8 |
 RJ0960|---------------------------------------------------------------------|
 RJ0960
 RJ0960                          SUPERSEDED SURVEY CONTROL
 RJ0960
 RJ0960  NAD 83(1986)-  46 26 20.14982(N)    084 11 08.06328(W) AD(       ) 3
 RJ0960  NAD 27      -  46 26 20.07000(N)    084 11 07.95200(W) AD(       ) 3
 RJ0960
 RJ0960.Superseded values are not recommended for survey control.
 RJ0960
 RJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0960.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0960
 RJ0960_MARKER: H = DRILL HOLE
 RJ0960_SETTING: 80 = SET IN A BOULDER
 RJ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0960+STABILITY: SURFACE MOTION
 RJ0960
 RJ0960  HISTORY     - Date     Condition        Report By
 RJ0960  HISTORY     - 1944     MONUMENTED       IBC
 RJ0960  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0960
 RJ0960                          STATION DESCRIPTION
 RJ0960
 RJ0960'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0960'ON THE FIRST PROMINENT POINT OF SUGAR ISLAND (ON THE W SIDE OF LAKE
 RJ0960'GEORGE) N OF WHIPPLE POINT, IT BEING 1-1/4 MILES N FROM WHIPPLE
 RJ0960'POINT AND 5/8 MILE NW FROM GEM ISLAND.  IN AN OPEN SPACE 50 FEET N
 RJ0960'OF A BOATHOUSE AND 100 FEET FROM A DWELLING HOUSE ON THE RIDGE
 RJ0960'INLAND.  ON A ROCK AT THE INSHORE EDGE OF A ROCK PILE.  LOST OR
 RJ0960'UNDER A COTTAGE.
 RJ0960'
 RJ0960'STATION MARK IS A 3/4-INCH DRILL HOLE 1 INCH DEEP IN A ROCK 18
 RJ0960'INCHES BY 18 INCHES BY 12 INCHES HIGH.
 RJ0960
 RJ0960                          STATION RECOVERY (1958)
 RJ0960
 RJ0960'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0960'NOT RECOVERED.  LOST OR UNDER A COTTAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0620 ***********************************************************************
 RK0620  DESIGNATION -  BOUCHER
 RK0620  PID         -  RK0620
 RK0620  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0620  COUNTRY     -  US
 RK0620  USGS QUAD   -  MERWIN LAKE (2017)
 RK0620
 RK0620                         *CURRENT SURVEY CONTROL
 RK0620  ______________________________________________________________________
 RK0620* NAD 83(1994) POSITION- 46 07 13.32922(N) 086 00 18.91598(W)   ADJUSTED
 RK0620* NAVD 88 ORTHO HEIGHT -   203.88  (+/-2cm)      668.9   (feet) VERTCON3
 RK0620  ______________________________________________________________________
 RK0620  GEOID HEIGHT    -        -35.036 (meters)                     GEOID18
 RK0620  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 RK0620  HORZ ORDER      -  THIRD
 RK0620  VERT ORDER      -  THIRD ? (See Below)
 RK0620
 RK0620.The horizontal coordinates were established by classical geodetic methods
 RK0620.and adjusted by the National Geodetic Survey in February 1997.
 RK0620
 RK0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0620
 RK0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0620.GEOID18 height accuracy estimate available here.
 RK0620
 RK0620.The vertical order pertains to the NGVD 29 superseded value.
 RK0620
 RK0620.Click photographs - Photos may exist for this station.
 RK0620
 RK0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0620
 RK0620. The following values were computed from the NAD 83(1994) position.
 RK0620
 RK0620;                    North         East     Units Scale Factor Converg.
 RK0620;SPC MI N     -   149,085.826 8,076,879.839   MT  0.99990696   +0 43 08.4
 RK0620;SPC MI N     -   489,126.73 26,498,949.60   iFT  0.99990696   +0 43 08.4
 RK0620;UTM  16      - 5,107,902.412   576,858.110   MT  0.99967262   +0 43 01.4
 RK0620
 RK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0620!SPC MI N     -   0.99997353  x   0.99990696  =   0.99988049
 RK0620!UTM  16      -   0.99997353  x   0.99967262  =   0.99964616
 RK0620
 RK0620:                Primary Azimuth Mark                     Grid Az
 RK0620:SPC MI N     -  BOYD                                     209 13 32.2
 RK0620:UTM  16      -  BOYD                                     209 13 39.2
 RK0620
 RK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7685807902(NAD 83)
 RK0620
 RK0620|---------------------------------------------------------------------|
 RK0620| PID    Reference Object                     Distance      Geod. Az  |
 RK0620|                                                           dddmmss.s |
 RK0620| CH1739 BOUCHER RM 1                         30.318 METERS 20912     |
 RK0620| RK0621 BOYD                                APPROX. 7.2 KM 2095640.6 |
 RK0620| CH1740 BOUCHER RM 2                         27.736 METERS 31621     |
 RK0620|---------------------------------------------------------------------|
 RK0620
 RK0620                          SUPERSEDED SURVEY CONTROL
 RK0620
 RK0620  NAD 83(1986)-  46 07 13.32345(N)    086 00 18.91237(W) AD(       ) 3
 RK0620  NAD 27      -  46 07 13.41663(N)    086 00 18.42483(W) AD(       ) 3
 RK0620  NGVD 29             203.89   (m)          668.9    (f) LEVELING    3  
 RK0620
 RK0620.Superseded values are not recommended for survey control.
 RK0620
 RK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0620.See file dsdata.pdf to determine how the superseded data were derived.
 RK0620
 RK0620_MARKER: DS = TRIANGULATION STATION DISK
 RK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0620_STAMPING: BOUCHER 1965
 RK0620_MARK LOGO: CGS
 RK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0620+STABILITY: SURFACE MOTION
 RK0620
 RK0620  HISTORY     - Date     Condition        Report By
 RK0620  HISTORY     - 1965     MONUMENTED       CGS
 RK0620
 RK0620                          STATION DESCRIPTION
 RK0620
 RK0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0620'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF BLANEY PARK, 9 MILES
 RK0620'NORTH OF GULLIVER, 10 MILES SOUTH-SOUTHWEST OF GERMFASK, IN SECTION
 RK0620'13, T. 43 N., R. 14 W., AND ON STATE FOREST PROPERTY.
 RK0620'
 RK0620'TO REACH THE STATION FROM THE POST OFFICE IN GERMFASK, GO SOUTH ON
 RK0620'STATE HIGHWAY 77 FOR 2.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 RK0620'WEST AND SOUTHWEST ON COUNTY ROAD 436 FOR 4.7 MILES TO THE CENTER OF
 RK0620'A WOODEN BRIDGE OVER MEAD CREEK.  CONTINUE SOUTHWEST ON COUNTY
 RK0620'ROAD 436 FOR 4.95 MILES TO BOUCHER CREEK.  CONTINUE SOUTHERLY ON
 RK0620'COUNTY ROAD 436 FOR 0.3 MILE TO A TRIANGULAR BLAZED 8 INCH PINE
 RK0620'TREE ON THE LEFT AND STATION ON THE LEFT AT THE TOP OF A SMALL
 RK0620'SANDY HILL.
 RK0620'
 RK0620'STATION MARKS ARE STANDARD DISKS STAMPED BOUCHER 1965.  THE SURFACE
 RK0620'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0620'IT IS 290 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 436, 310 FEET
 RK0620'SOUTHEAST OF THE TRIANGULAR BLAZED 8 INCH PINE TREE, 93 FEET
 RK0620'NORTHEAST OF A 12 INCH PINE TREE, 72 FEET EAST OF A 6 INCH PINE
 RK0620'TREE, AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 RK0620'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 RK0620'SURFACE OF THE GROUND.
 RK0620'
 RK0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOUCHER NO 1 1965, IS
 RK0620'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 104
 RK0620'FEET SOUTHWEST OF THE METAL WITNESS POST, AND 31 FEET SOUTHEAST OF
 RK0620'THE 12 INCH PINE TREE.
 RK0620'
 RK0620'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOUCHER NO 2 1965, IS
 RK0620'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 57
 RK0620'FEET SOUTHWEST OF A 10 INCH PINE TREE, 33 FEET EAST OF A 6 INCH
 RK0620'PINE TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 RK0620'
 RK0620'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RK0620'THIS TIME.
 RK0620'
 RK0620'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0192 ***********************************************************************
 RJ0192  DESIGNATION -  BOULDER
 RJ0192  PID         -  RJ0192
 RJ0192  STATE/COUNTY-  MI/CHIPPEWA
 RJ0192  COUNTRY     -  US
 RJ0192  USGS QUAD   -  OAK RIDGE (2017)
 RJ0192
 RJ0192                         *CURRENT SURVEY CONTROL
 RJ0192  ______________________________________________________________________
 RJ0192* NAD 83(1986) POSITION- 46 19 17.     (N) 084 09 23.     (W)   SCALED
 RJ0192* NAVD 88 ORTHO HEIGHT -   179.261 (meters)      588.13  (feet) ADJUSTED
 RJ0192  ______________________________________________________________________
 RJ0192  GEOID HEIGHT    -        -36.586 (meters)                     GEOID18
 RJ0192  DYNAMIC HEIGHT  -        179.270 (meters)      588.16  (feet) COMP
 RJ0192  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 RJ0192
 RJ0192  VERT ORDER      -  FIRST     CLASS 0
 RJ0192
 RJ0192.The horizontal coordinates were scaled from a map and have
 RJ0192.an estimated accuracy of +/- 6 seconds.
 RJ0192
 RJ0192.The orthometric height was determined by differential leveling and
 RJ0192.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0192.in April 1998.
 RJ0192
 RJ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0192.GEOID18 height accuracy estimate available here.
 RJ0192
 RJ0192.Click photographs - Photos may exist for this station.
 RJ0192
 RJ0192.The dynamic height is computed by dividing the NAVD 88
 RJ0192.geopotential number by the normal gravity value computed on the
 RJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0192.degrees latitude (g = 980.6199 gals.).
 RJ0192
 RJ0192.The modeled gravity was interpolated from observed gravity values.
 RJ0192
 RJ0192;                    North         East    Units  Estimated Accuracy
 RJ0192;SPC MI N     -   174,870.    8,218,930.      MT  (+/- 180 meters Scaled)
 RJ0192
 RJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189336(NAD 83)
 RJ0192
 RJ0192                          SUPERSEDED SURVEY CONTROL
 RJ0192
 RJ0192  NAVD 88 (06/15/91)  179.259  (m)          588.12   (f) SUPERSEDED  1 0
 RJ0192
 RJ0192.Superseded values are not recommended for survey control.
 RJ0192
 RJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0192.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0192
 RJ0192_MARKER: DB = BENCH MARK DISK
 RJ0192_SETTING: 80 = SET IN A BOULDER
 RJ0192_MARK LOGO: USACE
 RJ0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0192+STABILITY: SURFACE MOTION
 RJ0192
 RJ0192  HISTORY     - Date     Condition        Report By
 RJ0192  HISTORY     - 1969     MONUMENTED       USACE
 RJ0192  HISTORY     - 1969     GOOD             USLS
 RJ0192  HISTORY     - 1983     GOOD             NGS
 RJ0192  HISTORY     - 19950922 GOOD             NOS
 RJ0192  HISTORY     - 20080705 GOOD             GEOCAC
 RJ0192
 RJ0192                          STATION DESCRIPTION
 RJ0192
 RJ0192'DESCRIBED BY US LAKE SURVEY 1969
 RJ0192'AT NEEBISH ISLAND.
 RJ0192'BOULDER IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, 3.3
 RJ0192'MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES NORTH
 RJ0192'OF INTERSECTION OF 15 MILE AND BRANDER ROADS, AT THE COAST
 RJ0192'GUARD STATION, 118.8 FEET WEST OF NORTHWEST CORNER OF COAST
 RJ0192'GUARD GARAGE, 115.2 FEET SOUTHWEST OF NORTHWEST CORNER OF
 RJ0192'STATION, 3-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 RJ0192'OF CROSS ON BRONZE DISC SET INTO THE NORTHEAST FACE OF A 15 X 15
 RJ0192'X 10 FOOT BOULDER.
 RJ0192
 RJ0192                          STATION RECOVERY (1983)
 RJ0192
 RJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0192'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0192'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0192'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0192'BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S. COAST GUARD STATION, A
 RJ0192'USE DISK SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE 15 BY 15 BY
 RJ0192'15 FOOT BOULDER, 36.0 METERS (118.0 FT) WEST OF THE NORTHWEST CORNER
 RJ0192'OF A U.S. COAST GUARD GARAGE BUILDING, AND 35.1 METERS (115.2 FT)
 RJ0192'SOUTHWEST OF THE NORTHWEST CORNER OF THE USCG BUILDING.
 RJ0192'THE MARK IS 1.1 M ABOVE GROUND.
 RJ0192
 RJ0192                          STATION RECOVERY (1995)
 RJ0192
 RJ0192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0192'RECOVERED AS DESCRIBED.
 RJ0192
 RJ0192                          STATION RECOVERY (2008)
 RJ0192
 RJ0192'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 RJ0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1011 ***********************************************************************
 RJ1011  DESIGNATION -  BOULDERS
 RJ1011  PID         -  RJ1011
 RJ1011  STATE/COUNTY-  MI/CHIPPEWA
 RJ1011  COUNTRY     -  US
 RJ1011  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1011
 RJ1011                         *CURRENT SURVEY CONTROL
 RJ1011  ______________________________________________________________________
 RJ1011* NAD 83(1994) POSITION- 46 29 26.56146(N) 084 17 51.87453(W)   ADJUSTED
 RJ1011* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1011  ______________________________________________________________________
 RJ1011  GEOID HEIGHT    -        -36.678 (meters)                     GEOID18
 RJ1011  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 RJ1011  HORZ ORDER      -  THIRD
 RJ1011
 RJ1011.The horizontal coordinates were established by classical geodetic methods
 RJ1011.and adjusted by the National Geodetic Survey in February 1997.
 RJ1011
 RJ1011.The orthometric height was scaled from a topographic map.
 RJ1011
 RJ1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1011.GEOID18 height accuracy estimate available here.
 RJ1011
 RJ1011.Click photographs - Photos may exist for this station.
 RJ1011
 RJ1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1011
 RJ1011. The following values were computed from the NAD 83(1994) position.
 RJ1011
 RJ1011;                    North         East     Units Scale Factor Converg.
 RJ1011;SPC MI N     -   193,301.296 8,207,408.577   MT  0.99990925   +1 57 11.4
 RJ1011;SPC MI N     -   634,190.60 26,927,193.49   iFT  0.99990925   +1 57 11.4
 RJ1011;SPC MI C     -   352,747.755 6,005,293.145   MT  1.00027961   +0 02 55.3
 RJ1011;SPC MI C     - 1,157,308.91 19,702,405.33   iFT  1.00027961   +0 02 55.3
 RJ1011;UTM  16      - 5,152,119.354   707,380.685   MT  1.00012867   +1 57 38.0
 RJ1011
 RJ1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1011!SPC MI N     -   0.99997816  x   0.99990925  =   0.99988741
 RJ1011!SPC MI C     -   0.99997816  x   1.00027961  =   1.00025777
 RJ1011!UTM  16      -   0.99997816  x   1.00012867  =   1.00010683
 RJ1011
 RJ1011:                Primary Azimuth Mark                     Grid Az
 RJ1011:SPC MI N     -  WELCH                                    270 01 02.9
 RJ1011:SPC MI C     -  WELCH                                    271 55 19.0
 RJ1011:UTM  16      -  WELCH                                    270 00 36.3
 RJ1011
 RJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738052119(NAD 83)
 RJ1011
 RJ1011|---------------------------------------------------------------------|
 RJ1011| PID    Reference Object                     Distance      Geod. Az  |
 RJ1011|                                                           dddmmss.s |
 RJ1011| RJ1025 REF MON 34 IWC 1911                 APPROX. 0.5 KM 0022149.8 |
 RJ1011| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 3.0 KM 0023637.9 |
 RJ1011| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 1.4 KM 0350448.0 |
 RJ1011| CH1741 BOULDERS RM 1                         2.087 METERS 04554     |
 RJ1011| RJ1008 BAYFIELD ROCK FRONT RANGE LT        APPROX. 1.1 KM 1001555.7 |
 RJ1011| CH1742 BOULDERS RM 2                         3.688 METERS 12542     |
 RJ1011| RJ1014 COAST GUARD LOOKOUT NO 3            APPROX. 0.7 KM 1993541.1 |
 RJ1011| RJ1015 WELCH                               APPROX. 1.2 KM 2715814.3 |
 RJ1011| RJ1016 SAULT STE MARIE BREWERY F POLE      APPROX. 2.1 KM 2782021.5 |
 RJ1011| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 3.0 KM 3595905.0 |
 RJ1011|---------------------------------------------------------------------|
 RJ1011
 RJ1011                          SUPERSEDED SURVEY CONTROL
 RJ1011
 RJ1011  NAD 83(1986)-  46 29 26.54614(N)    084 17 51.89006(W) AD(       ) 3
 RJ1011  NAD 27      -  46 29 26.47200(N)    084 17 51.75400(W) AD(       ) 3
 RJ1011
 RJ1011.Superseded values are not recommended for survey control.
 RJ1011
 RJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1011.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1011
 RJ1011_MARKER: H = DRILL HOLE
 RJ1011_SETTING: 80 = SET IN A BOULDER
 RJ1011
 RJ1011  HISTORY     - Date     Condition        Report By
 RJ1011  HISTORY     - 1943     MONUMENTED       IBC
 RJ1011  HISTORY     - 1958     GOOD             IBC
 RJ1011
 RJ1011                          STATION DESCRIPTION
 RJ1011
 RJ1011'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1011'ON A GROUP OF LARGE BOULDERS IN ST MARYS RIVER 2-1/4 MILES E OF SAULT
 RJ1011'STE MARIE, MICHIGAN, AND 1/3 MILE S OF TOPSAIL ISLAND.  IT IS ON
 RJ1011'THE MOST W BOULDER OF THE GROUP, ABOUT 1 FOOT ABOVE HIGH WATER.
 RJ1011'THE BOULDERS ARE IN A LOOSE PILE AND MAY SHIFT BY ACTION OF ICE.
 RJ1011'
 RJ1011'STATION MARK IS A 3/4 INCH DRILL HOLE 3/4 INCHES DEEP IN FLAT SURFACE
 RJ1011'OF ROCK NEAR THE SE EDGE.
 RJ1011'
 RJ1011'TWO REFERENCE MARKS WERE ESTABLISHED.  NO 1 IS A SHALLOW DRILL HOLE
 RJ1011'WITH ARROW POINTING TOWARD STATION.  IT IS 6.85 FEET FROM STATION,
 RJ1011'N 45 DEG 54 MIN E.  NO 2 IS A SHALLOW
 RJ1011'DRILL HOLE WITH ARROW POINTING TOWARD STATION AND IS 12.10 FEET
 RJ1011'FROM STATION, S 54 DEG 18 MIN E.
 RJ1011
 RJ1011                          STATION RECOVERY (1958)
 RJ1011
 RJ1011'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6706 ***********************************************************************
 DQ6706  DESIGNATION -  BOUNDARY
 DQ6706  PID         -  DQ6706
 DQ6706  STATE/COUNTY-  MI/OTTAWA
 DQ6706  COUNTRY     -  US
 DQ6706  USGS QUAD   -  HOLLAND WEST (2017)
 DQ6706
 DQ6706                         *CURRENT SURVEY CONTROL
 DQ6706  ______________________________________________________________________
 DQ6706* NAD 83(1986) POSITION- 42 46 24.0    (N) 086 12 45.7    (W)   HD_HELD2
 DQ6706* NAVD 88 ORTHO HEIGHT -   178.644 (meters)      586.10  (feet) ADJUSTED
 DQ6706  ______________________________________________________________________
 DQ6706  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 DQ6706  DYNAMIC HEIGHT  -        178.599 (meters)      585.95  (feet) COMP
 DQ6706  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DQ6706
 DQ6706  VERT ORDER      -  SECOND    CLASS I
 DQ6706
 DQ6706.The horizontal coordinates were established by autonomous hand held GPS
 DQ6706.observations and have an estimated accuracy of +/- 10 meters.
 DQ6706
 DQ6706.The orthometric height was determined by differential leveling and
 DQ6706.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6706.in July 2018.
 DQ6706
 DQ6706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6706.GEOID18 height accuracy estimate available here.
 DQ6706
 DQ6706.Click photographs - Photos may exist for this station.
 DQ6706
 DQ6706.The dynamic height is computed by dividing the NAVD 88
 DQ6706.geopotential number by the normal gravity value computed on the
 DQ6706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6706.degrees latitude (g = 980.6199 gals.).
 DQ6706
 DQ6706.The modeled gravity was interpolated from observed gravity values.
 DQ6706
 DQ6706;                    North         East    Units  Estimated Accuracy
 DQ6706;SPC MI S     -   143,094.    3,848,947.      MT  (+/- 10 meters HH2 GPS)
 DQ6706
 DQ6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6440735944(NAD 83)
 DQ6706
 DQ6706                          SUPERSEDED SURVEY CONTROL
 DQ6706
 DQ6706.No superseded survey control is available for this station.
 DQ6706
 DQ6706_MARKER: DB = BENCH MARK DISK
 DQ6706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6706_SP_SET: BULKHEAD
 DQ6706_STAMPING: BOUNDARY 2009
 DQ6706_MARK LOGO: USACE
 DQ6706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6706+STABILITY: SURFACE MOTION
 DQ6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6706+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2025
 DQ6706
 DQ6706  HISTORY     - Date     Condition        Report By
 DQ6706  HISTORY     - 2009     MONUMENTED       USACE
 DQ6706  HISTORY     - 20100510 GOOD             USACE
 DQ6706  HISTORY     - 20220818 GOOD             CO-OPS
 DQ6706  HISTORY     - 20250907 GOOD             GEOCAC
 DQ6706
 DQ6706                          STATION DESCRIPTION
 DQ6706
 DQ6706'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2010 (CSM)
 DQ6706'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF PORT SHELDON,
 DQ6706'8.2 MI (13.2 KM) NORTH OF SAUGATUCK AND 5.4 MI (8.7 KM) WEST OF
 DQ6706'HOLLAND.
 DQ6706'
 DQ6706'TO REACH FROM THE INTERSECTION OF SOUTH RIVER AVENUE AND DOUGLAS
 DQ6706'AVENUE, PROCEED WEST ON DOUGLAS AVE (OTTAWA BEACH RD) FOR 9.17 KM
 DQ6706'(5.70 MI) TO THE HOLLAND STATE PARK ENTRANCE, SET FLUSH IN THE
 DQ6706'SOUTHERN SIDE OF THE NORTHERN CONCRETE BULKHEAD TO THE ENTRANCE OF THE
 DQ6706'MACATAWA BAY.
 DQ6706'
 DQ6706'IT IS 4.31 M (14.1 FT) NORTH OF A USCG NAVAID CHANNEL MARKER, 3.89 M
 DQ6706'(12.8 FT) EAST-NORTHEAST OF THE CORNER OF GAUGE HOUSE, 0.5 M (1.6 FT)
 DQ6706'WEST OF THE EAST EDGE OF CONCRETE CELL.
 DQ6706
 DQ6706                          STATION RECOVERY (2022)
 DQ6706
 DQ6706'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ6706'RECOVERED IN GOOD CONDITION.
 DQ6706'
 DQ6706'NOTE-BENCH MARK IS LOCATED AT HOLLAND STATE PARK.  ADDRESS IS 2215
 DQ6706'OTTAWA BEACH ROAD HOLLAND MI 49424.  NOTIFY BEFORE ENTRANCE.
 DQ6706'
 DQ6706'NOTE-CONTACT JOYCE RHODES (DNR SUPERVISOR) PHONE NUMBER-616-399-9390
 DQ6706'OR THE PARK RANGERS OFFICE AT 616-335-0062.
 DQ6706
 DQ6706                          STATION RECOVERY (2025)
 DQ6706
 DQ6706'RECOVERY NOTE BY GEOCACHING 2025 (KRM)
 DQ6706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1576 ***********************************************************************
 RL1576  DESIGNATION -  BOUNDARY MILE CORNER 7 1/2 MI WI
 RL1576  PID         -  RL1576
 RL1576  STATE/COUNTY-  MI/IRON
 RL1576  COUNTRY     -  US
 RL1576  USGS QUAD   -  SMOKY LAKE (2017)
 RL1576
 RL1576                         *CURRENT SURVEY CONTROL
 RL1576  ______________________________________________________________________
 RL1576* NAD 83(1994) POSITION- 46 05 42.97996(N) 088 59 09.47925(W)   ADJUSTED
 RL1576* NAVD 88 ORTHO HEIGHT -   537.    (meters)     1762.    (feet) SCALED
 RL1576  ______________________________________________________________________
 RL1576  GEOID HEIGHT    -        -31.589 (meters)                     GEOID18
 RL1576  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 RL1576  HORZ ORDER      -  SECOND
 RL1576
 RL1576.The horizontal coordinates were established by classical geodetic methods
 RL1576.and adjusted by the National Geodetic Survey in February 1997.
 RL1576
 RL1576.The orthometric height was scaled from a topographic map.
 RL1576
 RL1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1576.GEOID18 height accuracy estimate available here.
 RL1576
 RL1576.Click photographs - Photos may exist for this station.
 RL1576
 RL1576.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1576
 RL1576. The following values were computed from the NAD 83(1994) position.
 RL1576
 RL1576;                    North         East     Units Scale Factor Converg.
 RL1576;SPC MI N     -   147,737.574 7,846,454.882   MT  0.99990831   -1 26 07.6
 RL1576;SPC MI N     -   484,703.33 25,742,962.21   iFT  0.99990831   -1 26 07.6
 RL1576;SPC WI N     -   103,709.540   678,409.104   MT  0.99994614   +0 43 53.4
 RL1576;SPC WI N     -   340,253.72  2,225,747.20   sFT  0.99994614   +0 43 53.4
 RL1576;UTM  16      - 5,106,550.231   346,487.300   MT  0.99988971   -1 25 52.2
 RL1576
 RL1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1576!SPC MI N     -   0.99992078  x   0.99990831  =   0.99982909
 RL1576!SPC WI N     -   0.99992078  x   0.99994614  =   0.99986692
 RL1576!UTM  16      -   0.99992078  x   0.99988971  =   0.99981049
 RL1576
 RL1576:                Primary Azimuth Mark                     Grid Az
 RL1576:SPC MI N     -  BOUNDARY MILE CORNER 7 1/2 AZ MK         240 39 03.0
 RL1576:SPC WI N     -  BOUNDARY MILE CORNER 7 1/2 AZ MK         238 29 02.0
 RL1576:UTM  16      -  BOUNDARY MILE CORNER 7 1/2 AZ MK         240 38 47.6
 RL1576
 RL1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4648706550(NAD 83)
 RL1576
 RL1576|---------------------------------------------------------------------|
 RL1576| PID    Reference Object                     Distance      Geod. Az  |
 RL1576|                                                           dddmmss.s |
 RL1576| CJ2273 BOUNDARY MILE CORNER 7 1/2 RM 2      20.700 METERS 00056     |
 RL1576| CJ2271 BOUNDARY MILE CORNER 7 1/2 AZ MK                   2391255.4 |
 RL1576| CJ2272 BOUNDARY MILE CORNER 7 1/2 RM 1      23.574 METERS 28456     |
 RL1576|---------------------------------------------------------------------|
 RL1576
 RL1576                          SUPERSEDED SURVEY CONTROL
 RL1576
 RL1576  NAD 83(1991)-  46 05 42.97999(N)    088 59 09.47932(W) AD(       ) 2
 RL1576  NAD 83(1986)-  46 05 42.97718(N)    088 59 09.47340(W) AD(       ) 2
 RL1576  NAD 27      -  46 05 43.13600(N)    088 59 08.99900(W) AD(       ) 2
 RL1576
 RL1576.Superseded values are not recommended for survey control.
 RL1576
 RL1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1576.See file dsdata.pdf to determine how the superseded data were derived.
 RL1576
 RL1576_MARKER: DU = BOUNDARY MARKER
 RL1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1576_STAMPING: WISC. MICH. NO 7-1/2 1954
 RL1576_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1576+STABILITY: SURFACE MOTION
 RL1576
 RL1576  HISTORY     - Date     Condition        Report By
 RL1576  HISTORY     - 1954     MONUMENTED       CGS
 RL1576  HISTORY     - 20170322 GOOD             WI-125
 RL1576
 RL1576                          STATION DESCRIPTION
 RL1576
 RL1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1576'THE STATION IS LOCATED IN A WOODED AREA ABOUT 9 MILES EAST
 RL1576'OF CONOVER, 6-1/2 MILES NORTHEAST OF PHELPS AND ON THE WISCONSIN
 RL1576'AND MICHIGAN STATE LINE.  IT IS 35 FEET SOUTHEAST OF A TRACK
 RL1576'ROAD.  THE MARK IS A 6 X 6 INCH CONCRETE POST, PROJECTS 6
 RL1576'INCHES WITH A SQUARE STATE BOUNDARY BRONZE DISK.  THE DISK
 RL1576'IS STAMPED MILE CORNER NO 7-1/2 MICHIGAN 1847 STATE - LINE
 RL1576'1928 WISCONSIN.
 RL1576'
 RL1576'REFERENCE MARK NO 1 IS 6 FEET SOUTHWEST OF A 6 INCH TRIANGLE
 RL1576'BLAZED TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RL1576'WISC. MICH. NO 7-1/2 NO 1 1954.
 RL1576'
 RL1576'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION.  THE MARK
 RL1576'PROJECTS 4 INCHES AND THE DISK IS STAMPED WISC. MICH. NO 7-1/2
 RL1576'NO 2 1954.
 RL1576'
 RL1576'AZIMUTH MARK IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 RL1576'GRAVEL ROAD, 2 FEET NORTH OF A FENCE AND 2 FEET EAST OF A
 RL1576'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RL1576'WISC. MICH. NO 7-1/2 1954.
 RL1576'
 RL1576'TO REACH FROM THE JUNCTION OF COUNTY ROUTE E AND STATE HIGHWAY
 RL1576'17 AT THE NORTHEAST EDGE OF PHELPS, GO NORTHEAST ON STATE
 RL1576'HIGHWAY 17 FOR 4.95 MILES TO A SIDE (GRAVEL) ROAD LEFT, TURN
 RL1576'LEFT (NORTH) FOR 0.75 MILE TO A FORKS, KEEP RIGHT FORK (EAST)
 RL1576'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RL1576'EAST ON GRAVEL ROAD FOR 0.05 MILE TO A T ROAD, TURN LEFT FOR
 RL1576'10 YARDS.  HERE TURN RIGHT NORTHEASTLY ON A DIM TRACK ROAD
 RL1576'ALONG THE NORTH SIDE OF A WOODS FOR 0.2 MILE AND THE STATION
 RL1576'AS DESCRIBED.
 RL1576'
 RL1576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1576
 RL1576                          STATION RECOVERY (2017)
 RL1576
 RL1576'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 RL1576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0940 ***********************************************************************
 RL0940  DESIGNATION -  BOUNDARY MILEPOST 45
 RL0940  PID         -  RL0940
 RL0940  STATE/COUNTY-  MI/GOGEBIC
 RL0940  COUNTRY     -  US
 RL0940  USGS QUAD   -  LAND O' LAKES (2018)
 RL0940
 RL0940                         *CURRENT SURVEY CONTROL
 RL0940  ______________________________________________________________________
 RL0940* NAD 83(1994) POSITION- 46 09 42.13304(N) 089 12 46.36034(W)   ADJUSTED
 RL0940* NAVD 88 ORTHO HEIGHT -   521.675 (meters)     1711.53  (feet) ADJUSTED
 RL0940  ______________________________________________________________________
 RL0940  GEOID HEIGHT    -        -31.376 (meters)                     GEOID18
 RL0940  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 RL0940  DYNAMIC HEIGHT  -        521.671 (meters)     1711.52  (feet) COMP
 RL0940  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 RL0940
 RL0940  HORZ ORDER      -  FIRST
 RL0940  VERT ORDER      -  SECOND    CLASS 0
 RL0940
 RL0940.The horizontal coordinates were established by classical geodetic methods
 RL0940.and adjusted by the National Geodetic Survey in February 1997.
 RL0940
 RL0940.The orthometric height was determined by differential leveling and
 RL0940.adjusted by the NATIONAL GEODETIC SURVEY
 RL0940.in June 1991.
 RL0940
 RL0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0940.GEOID18 height accuracy estimate available here.
 RL0940
 RL0940.Click photographs - Photos may exist for this station.
 RL0940
 RL0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0940
 RL0940.The dynamic height is computed by dividing the NAVD 88
 RL0940.geopotential number by the normal gravity value computed on the
 RL0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0940.degrees latitude (g = 980.6199 gals.).
 RL0940
 RL0940.The modeled gravity was interpolated from observed gravity values.
 RL0940
 RL0940. The following values were computed from the NAD 83(1994) position.
 RL0940
 RL0940;                    North         East     Units Scale Factor Converg.
 RL0940;SPC MI N     -   155,582.741 7,829,121.621   MT  0.99990515   -1 35 58.0
 RL0940;SPC MI N     -   510,442.06 25,686,094.56   iFT  0.99990515   -1 35 58.0
 RL0940;SPC WI N     -   110,893.938   660,790.897   MT  0.99994535   +0 34 04.1
 RL0940;SPC WI N     -   363,824.53  2,167,944.80   sFT  0.99994535   +0 34 04.1
 RL0940;UTM  16      - 5,114,394.432   329,153.247   MT  0.99995882   -1 35 47.5
 RL0940
 RL0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0940!SPC MI N     -   0.99992314  x   0.99990515  =   0.99982830
 RL0940!SPC WI N     -   0.99992314  x   0.99994535  =   0.99986850
 RL0940!UTM  16      -   0.99992314  x   0.99995882  =   0.99988197
 RL0940
 RL0940:                Primary Azimuth Mark                     Grid Az
 RL0940:SPC MI N     -  BOUNDARY MILEPOST 45 AZ MK               115 14 16.7
 RL0940:SPC WI N     -  BOUNDARY MILEPOST 45 AZ MK               113 04 14.6
 RL0940:UTM  16      -  BOUNDARY MILEPOST 45 AZ MK               115 14 06.2
 RL0940
 RL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2915314394(NAD 83)
 RL0940
 RL0940|---------------------------------------------------------------------|
 RL0940| PID    Reference Object                     Distance      Geod. Az  |
 RL0940|                                                           dddmmss.s |
 RL0940| CJ2275 BOUNDARY MILEPOST 45 AZ MK                         1133818.7 |
 RL0940| CJ2276 BOUNDARY MILEPOST 45 RM 1            27.948 METERS 20735     |
 RL0940| CJ2277 BOUNDARY MILEPOST 45 RM 2            42.398 METERS 28518     |
 RL0940|---------------------------------------------------------------------|
 RL0940
 RL0940                          SUPERSEDED SURVEY CONTROL
 RL0940
 RL0940  NAD 83(1991)-  46 09 42.13038(N)    089 12 46.36283(W) AD(       ) 1
 RL0940  NAD 83(1986)-  46 09 42.12974(N)    089 12 46.35611(W) AD(       ) 1
 RL0940  NAD 27      -  46 09 42.30900(N)    089 12 45.85300(W) AD(       ) 1
 RL0940  NGVD 29 (??/??/92)  521.69   (m)         1711.6    (f) COMPUTED    2 0
 RL0940  NGVD 29             521.69   (m)         1711.6    (f) LEVELING    3  
 RL0940
 RL0940.Superseded values are not recommended for survey control.
 RL0940
 RL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0940.See file dsdata.pdf to determine how the superseded data were derived.
 RL0940
 RL0940_MARKER: 71 = BOUNDARY MONUMENT
 RL0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0940+STABILITY: SURFACE MOTION
 RL0940
 RL0940  HISTORY     - Date     Condition        Report By
 RL0940  HISTORY     - 1940     FIRST OBSERVED   LOCSUR
 RL0940  HISTORY     - 1948     GOOD             CGS
 RL0940  HISTORY     - 1952     GOOD             CGS
 RL0940  HISTORY     - 19950511 POOR             GLORI
 RL0940
 RL0940                          STATION DESCRIPTION
 RL0940
 RL0940'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940 (KBJ)
 RL0940'THE STATION IS LOCATED ON THE MICHIGAN-WISCONSIN STATE LINE, ABOUT
 RL0940'0.25 MILE EAST OF LAND O LAKES AND 150 FEET NORTH OF VILAS COUNTY
 RL0940'HIGHWAY B.
 RL0940'
 RL0940'TO REACH STATION FROM LAND O LAKES, GO EAST ON COUNTY HIGHWAY B FOR
 RL0940'0.25 MILE TO POWER-LINE POLE NO. 41196 AND STATION 120 FEET NORTH OF
 RL0940'POLE.
 RL0940'
 RL0940'STATION MARK IS A MILE POST OF THE MICHIGAN-WISCONSIN BOUNDARY LINE.
 RL0940'THE MONUMENT CONSISTS OF A 4- BY 4-FOOT CONCRETE BASE, ON WHICH THERE
 RL0940'IS A CONCRETE COLUMN 10 INCHES SQUARE AT THE BASE AND 6 INCHES SQUARE
 RL0940'AT THE TOP.  THE COPPER PLATE SET IN THE TOP IS STAMPED MICHIGAN-STATE
 RL0940'LINE-WISCONSIN, MILE POST CORNER NO. 45.  IT IS 120 FEET NORTH OF
 RL0940'POWER-LINE POLE NO. 41196 AND 150 FEET NORTH OF THE CENTERLINE OF
 RL0940'COUNTY HIGHWAY B.  THE COLUMN PROJECTS 2 FEET.
 RL0940'
 RL0940'REFERENCE MARK NO. 1 IS STAMPED MICH-WIS-MP. 45 NO. 1 1940 AND
 RL0940'PROJECTS 4 INCHES.  IT IS 38 FEET NORTH OF THE CENTERLINE OF COUNTY
 RL0940'HIGHWAY B, AND 30 FEET NORTHWEST OF POWER-LINE POLE NO. 41196.
 RL0940'
 RL0940'REFERENCE MARK NO. 2 IS STAMPED MICH-WIS-MP. 45 NO. 2 1940 AND
 RL0940'PROJECTS 6 INCHES.  IT IS 52 FEET NORTHEAST OF A SPORTING GOODS STORE
 RL0940'AND 145 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B.
 RL0940'
 RL0940'THE AZIMUTH MARK IS STAMPED MICH-WIS-MP 45 AND PROJECTS 6 INCHES.  IT
 RL0940'IS 3 FEET WEST OF A WHITE BOARD FENCE, 24 FEET SOUTH OF A 16-INCH PINE
 RL0940'TREE AND 48 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 45.
 RL0940'
 RL0940'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST 0.4 MILE ON COUNTY
 RL0940'HIGHWAY B TO THE JUNCTION WITH U.S. HIGHWAY 45, TURN RIGHT ON U.S.
 RL0940'HIGHWAY 45 AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE
 RL0940'OF THE ROAD.
 RL0940'
 RL0940'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 RL0940
 RL0940                          STATION RECOVERY (1948)
 RL0940
 RL0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0940'AT LAND O LAKES, ABOUT 0.4 MILE WEST ALONG COUNTY HIGHWAY B
 RL0940'FROM ITS INTERSECTION WITH U.S. HIGHWAY 45, AT THE EAST EDGE OF
 RL0940'THE TOWN, 126 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0940'103 FEET NORTH OF POWER POLE NO. 41196, 91.7 FEET NORTH-NORTHEAST
 RL0940'OF R.M. NO. 1, 139.2 FEET EAST OF R.M. NO. 2, AND IS A RECTANGULAR
 RL0940'BRONZE PLAQUE SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 RL0940'2 FEET ABOVE THE GROUND AND HAS A 3-FOOT CONCRETE BASE.
 RL0940
 RL0940                          STATION RECOVERY (1952)
 RL0940
 RL0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RL0940'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH
 RL0940'MARK WAS FOUND AS PREVIOUSLY DESCRIBED AND ARE IN GOOD CONDITION.
 RL0940'ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RL0940
 RL0940                          STATION RECOVERY (1995)
 RL0940
 RL0940'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL0940'STATION IS IN POOR CONDITION, MONUMENT IS BROKEN IN HALF, BOTH
 RL0940'REFERENCE MONUMENTS AND THE AZMITH MARK ARE MISSING OR BURIED.  POWER
 RL0940'POLE HAS BEEN RELOCATED.  THE NORTHWEST CORNER OF A PRIVATE DWELLING
 RL0940'BEARS S38E, 46.3 FT., FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1599 ***********************************************************************
 NF1599  DESIGNATION -  BOWER
 NF1599  PID         -  NF1599
 NF1599  STATE/COUNTY-  MI/IONIA
 NF1599  COUNTRY     -  US
 NF1599  USGS QUAD   -  PORTLAND SOUTH (2017)
 NF1599
 NF1599                         *CURRENT SURVEY CONTROL
 NF1599  ______________________________________________________________________
 NF1599* NAD 83(1994) POSITION- 42 50 33.53508(N) 084 59 29.32294(W)   ADJUSTED
 NF1599* NAVD 88 ORTHO HEIGHT -   256.1   (meters)      840.    (feet) VERTCON3
 NF1599  ______________________________________________________________________
 NF1599  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 NF1599  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 NF1599  HORZ ORDER      -  FIRST
 NF1599
 NF1599.The horizontal coordinates were established by classical geodetic methods
 NF1599.and adjusted by the National Geodetic Survey in February 1997.
 NF1599
 NF1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1599
 NF1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1599.GEOID18 height accuracy estimate available here.
 NF1599
 NF1599.Click photographs - Photos may exist for this station.
 NF1599
 NF1599.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1599
 NF1599. The following values were computed from the NAD 83(1994) position.
 NF1599
 NF1599;                    North         East     Units Scale Factor Converg.
 NF1599;SPC MI S     -   149,327.334 3,948,927.629   MT  0.99990715   -0 25 30.7
 NF1599;SPC MI S     -   489,919.07 12,955,799.31   iFT  0.99990715   -0 25 30.7
 NF1599;UTM  16      - 4,745,298.063   664,130.989   MT  0.99993142   +1 21 57.9
 NF1599
 NF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1599!SPC MI S     -   0.99996513  x   0.99990715  =   0.99987229
 NF1599!UTM  16      -   0.99996513  x   0.99993142  =   0.99989656
 NF1599
 NF1599:                Primary Azimuth Mark                     Grid Az
 NF1599:SPC MI S     -  BOWER AZ MK                              338 31 17.5
 NF1599:UTM  16      -  BOWER AZ MK                              336 43 48.9
 NF1599
 NF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6413045298(NAD 83)
 NF1599
 NF1599|---------------------------------------------------------------------|
 NF1599| PID    Reference Object                     Distance      Geod. Az  |
 NF1599|                                                           dddmmss.s |
 NF1599| CH0831 BOWER RM 1                           26.392 METERS 05016     |
 NF1599| NF1597 PORTLAND MUN TANK                   APPROX. 7.7 KM 0713840.5 |
 NF1599| NF1605 SARANAC BELL TEL MICROWAVE          APPROX.14.1 KM 2894429.3 |
 NF1599| CH0832 BOWER RM 2                           25.738 METERS 31433     |
 NF1599| CH0830 BOWER AZ MK                                        3380546.8 |
 NF1599|---------------------------------------------------------------------|
 NF1599
 NF1599                          SUPERSEDED SURVEY CONTROL
 NF1599
 NF1599  NAD 83(1986)-  42 50 33.53313(N)    084 59 29.33880(W) AD(       ) 1
 NF1599  NAD 27      -  42 50 33.41065(N)    084 59 29.34442(W) AD(       ) 1
 NF1599  NGVD 29 (07/19/86)  256.3    (m)          841.     (f) VERT ANG       
 NF1599
 NF1599.Superseded values are not recommended for survey control.
 NF1599
 NF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1599.See file dsdata.pdf to determine how the superseded data were derived.
 NF1599
 NF1599_MARKER: DS = TRIANGULATION STATION DISK
 NF1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1599_STAMPING: BOWER 1969
 NF1599_MARK LOGO: CGS
 NF1599_PROJECTION: RECESSED 41 CENTIMETERS
 NF1599_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1599+STABILITY: SURFACE MOTION
 NF1599
 NF1599  HISTORY     - Date     Condition        Report By
 NF1599  HISTORY     - 1969     MONUMENTED       CGS
 NF1599  HISTORY     - 1981     GOOD             MIDH
 NF1599
 NF1599                          STATION DESCRIPTION
 NF1599
 NF1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1599'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 11, T5N, R6W
 NF1599'AND ON PROPERTY OWNED BY MR. LOUIS BOWER.  (MR. BOWER LIVES 0.15 MILE
 NF1599'EAST OF THE STATION).  IT IS ABOUT 12-1/2 MILES EAST OF CLARKSVILLE,
 NF1599'10 MILES SOUTH OF LYONS, 7 MILES NORTHEAST OF WOODBURY AND 4-1/2 MILES
 NF1599'SOUTHWEST PORTLAND.
 NF1599'
 NF1599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43, 50 AND 66
 NF1599'IN THE SOUTH EDGE OF WOODBURY, GO NORTH ON STATE HIGHWAY 66 FOR 6.0
 NF1599'MILES TO A CROSSROAD.  (PAVED RIGHT AND GRAVELED LEFT).  TURN RIGHT
 NF1599'AND GO EAST ON CLARKSVILLE ROAD FOR 1.0 MILE TO A CROSSROAD (GODDARD
 NF1599'ROAD) AND THE END OF THE PAVED PORTION OF CLARKSVILLE ROAD.  CONTINUE
 NF1599'EAST ON CLARKSVILLE ROAD FOR 3.0 MILES TO A PAVED CROSSROAD (SUNFIELD
 NF1599'HWY.).  CONTINUE EAST ON CLARKSVILLE ROAD, PAVED, FOR 0.2 MILE TO THE
 NF1599'STATION ON THE RIGHT.
 NF1599'
 NF1599'THE STATION MARK IS A STANDARD DISK STAMPED BOWER 1969, SET IN THE TOP
 NF1599'OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES IN DIAMETER AND
 NF1599'SET IN 16 INCHES BELOW THE GROUND SURFACE.  IT IS 87.8 FEET SOUTHWEST
 NF1599'OF THE METAL WITNESS POST NEAR REFERENCE MARK 1, 86.3 FEET SOUTH OF
 NF1599'THE CENTER OF CLARKSVILLE ROAD, 84.2 FEET SOUTHEAST OF THE METAL
 NF1599'WITNESS POST SET NEAR REFERENCE MARK 2 AND 52.4 FEET SOUTH OF A
 NF1599'TELEPHONE POLE.
 NF1599'
 NF1599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOWER NO 1 1969, SET IN
 NF1599'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 NF1599'INCHES.  IT IS 69.0 FEET EAST OF THE TELEPHONE POLE, 30.2 FEET SOUTH
 NF1599'OF THE CENTER OF CLARKSVILLE ROAD AND 1.4 FEET SOUTH-SOUTHWEST OF THE
 NF1599'METAL WITNESS POST.
 NF1599'
 NF1599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOWER NO 2 1969, SET IN
 NF1599'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 NF1599'INCHES.  IT IS 58.3 FEET WEST OF THE TELEPHONE POLE, 27.4 FEET SOUTH
 NF1599'OF THE CENTER OF CLARKSVILLE ROAD AND 1.5 FEET SOUTHWEST OF THE METAL
 NF1599'WITNESS POST.
 NF1599'
 NF1599'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF CLARKSVILLE ROAD AND
 NF1599'SUNFIELD HWY., 0.2 MILE WEST OF THE STATION, GO NORTH ON SUNFIELD HWY.
 NF1599'FOR 0.5 MILE TO THE MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 NF1599'
 NF1599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOWER 1969, SET IN THE TOP
 NF1599'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS
 NF1599'212 FEET SOUTH OF THE CENTER OF KNOLL ROAD, 27.0 FEET WEST OF THE
 NF1599'CENTER OF SUNFIELD HWY. AND 2.4 FEET SOUTHWEST OF A METAL WITNESS
 NF1599'POST.
 NF1599'
 NF1599'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 NF1599
 NF1599                          STATION RECOVERY (1981)
 NF1599
 NF1599'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 NF1599'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 NF1599'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION IS IN A
 NF1599'CULTIVATED FIELD AND BURIED 16 INCHES BELOW THE GROUND SURFACE.  A
 NF1599'METAL BAR WAS PLACED NEXT TO THE STATION MONUMENT.
 NF1599'
 NF1599'CLARKSVILLE ROAD IS NOW PAVED AND NOT GRAVEL AS IN THE ORIGINAL
 NF1599'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ2087 ***********************************************************************
 DQ2087  DESIGNATION -  BOWERMAN
 DQ2087  PID         -  DQ2087
 DQ2087  STATE/COUNTY-  MI/HURON
 DQ2087  COUNTRY     -  US
 DQ2087  USGS QUAD   -  HARBOR BEACH (2017)
 DQ2087
 DQ2087                         *CURRENT SURVEY CONTROL
 DQ2087  ______________________________________________________________________
 DQ2087* NAD 83(1986) POSITION- 43 51 40.8    (N) 082 39 34.7    (W)   HD_HELD2
 DQ2087* NAVD 88 ORTHO HEIGHT -   179.059 (meters)      587.46  (feet) ADJUSTED
 DQ2087  ______________________________________________________________________
 DQ2087  GEOID HEIGHT    -        -35.155 (meters)                     GEOID18
 DQ2087  DYNAMIC HEIGHT  -        179.030 (meters)      587.37  (feet) COMP
 DQ2087  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 DQ2087
 DQ2087  VERT ORDER      -  FIRST     CLASS II
 DQ2087
 DQ2087.The horizontal coordinates were established by autonomous hand held GPS
 DQ2087.observations and have an estimated accuracy of +/- 10 meters.
 DQ2087
 DQ2087.The orthometric height was determined by differential leveling and
 DQ2087.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2087.in May 2016.
 DQ2087
 DQ2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2087.GEOID18 height accuracy estimate available here.
 DQ2087
 DQ2087.Click photographs - Photos may exist for this station.
 DQ2087
 DQ2087.The dynamic height is computed by dividing the NAVD 88
 DQ2087.geopotential number by the normal gravity value computed on the
 DQ2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2087.degrees latitude (g = 980.6199 gals.).
 DQ2087
 DQ2087.The modeled gravity was interpolated from observed gravity values.
 DQ2087
 DQ2087;                    North         East    Units  Estimated Accuracy
 DQ2087;SPC MI S     -   263,699.    4,137,230.      MT  (+/- 10 meters HH2 GPS)
 DQ2087
 DQ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6662957810(NAD 83)
 DQ2087
 DQ2087                          SUPERSEDED SURVEY CONTROL
 DQ2087
 DQ2087.No superseded survey control is available for this station.
 DQ2087
 DQ2087_MARKER: F = FLANGE-ENCASED ROD
 DQ2087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ2087+WITH SETTING: INFORMATION.
 DQ2087_STAMPING: BOWERMAN 2011
 DQ2087_MARK LOGO: MIDT
 DQ2087_PROJECTION: RECESSED 2 CENTIMETERS
 DQ2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2087+STABILITY: SURFACE MOTION
 DQ2087_ROD/PIPE-DEPTH: 2.4 meters
 DQ2087_SLEEVE-DEPTH  : 3.3 meters
 DQ2087
 DQ2087  HISTORY     - Date     Condition        Report By
 DQ2087  HISTORY     - 20110715 MONUMENTED       MIDT
 DQ2087
 DQ2087                          STATION DESCRIPTION
 DQ2087
 DQ2087'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (GMB)
 DQ2087'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF
 DQ2087'REDMAN, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF PORT HOPE AND 1.2 MI (1.9
 DQ2087'KM) NORTH-NORTHWEST OF HARBOR BEACH.
 DQ2087'
 DQ2087'TO REACH FROM THE INTERSECTION OF M-142 AND M-25 MAKE A LEFT TO HEAD
 DQ2087'NORTH ON M-25, PROCEED NORTH 1.3 MI (2.1 KM) TO THE STATION ON THE
 DQ2087'LEFT.
 DQ2087'
 DQ2087'THE STATION IS 197 FT (60.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DQ2087'FOUNDATION FOR HOUSE NUMBER 8950 RAPSON ROAD, 294 FT (89.6 M)
 DQ2087'NORTH-NORTHEAST OF THE CENTERLINE OF GRAVEL DRIVE TO ADDRESS 1130
 DQ2087'M-25, 40.5 FT (12.3 M) EAST OF THE CENTERLINE M-25 AND 89 FT (27.1 M)
 DQ2087'SOUTH-SOUTHEAST OF A CONCRETE RIGHT OF WAY POST.
 DQ2087'
 DQ2087'NOTE - REFUSAL WAS MET AT 8 FT (2.4 M) AFTER SEVERAL ATTEMPTS TO DRIVE
 DQ2087'THE ROD.  THE ROD IS ENCLOSED IN A FLANGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0597 ***********************************************************************
 OK0597  DESIGNATION -  BOYD
 OK0597  PID         -  OK0597
 OK0597  STATE/COUNTY-  MI/OSCEOLA
 OK0597  COUNTRY     -  US
 OK0597  USGS QUAD   -  CHIPPEWA LAKE NORTH (2017)
 OK0597
 OK0597                         *CURRENT SURVEY CONTROL
 OK0597  ______________________________________________________________________
 OK0597* NAD 83(1994) POSITION- 43 49 06.82799(N) 085 21 48.50925(W)   ADJUSTED
 OK0597* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 OK0597  ______________________________________________________________________
 OK0597  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 OK0597  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 OK0597  HORZ ORDER      -  FIRST
 OK0597
 OK0597.The horizontal coordinates were established by classical geodetic methods
 OK0597.and adjusted by the National Geodetic Survey in February 1997.
 OK0597
 OK0597.The orthometric height was scaled from a topographic map.
 OK0597
 OK0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0597.GEOID18 height accuracy estimate available here.
 OK0597
 OK0597.Click photographs - Photos may exist for this station.
 OK0597
 OK0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0597
 OK0597. The following values were computed from the NAD 83(1994) position.
 OK0597
 OK0597;                    North         East     Units Scale Factor Converg.
 OK0597;SPC MI C     -    56,266.654 5,919,800.297   MT  1.00010351   -0 42 14.9
 OK0597;SPC MI C     -   184,601.88 19,421,916.98   iFT  1.00010351   -0 42 14.9
 OK0597;SPC MI S     -   258,030.384 3,919,805.259   MT  1.00003983   -0 40 42.1
 OK0597;SPC MI S     -   846,556.38 12,860,253.47   iFT  1.00003983   -0 40 42.1
 OK0597;UTM  16      - 4,853,022.914   631,606.897   MT  0.99981304   +1 07 59.7
 OK0597
 OK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0597!SPC MI C     -   0.99994588  x   1.00010351  =   1.00004939
 OK0597!SPC MI S     -   0.99994588  x   1.00003983  =   0.99998571
 OK0597!UTM  16      -   0.99994588  x   0.99981304  =   0.99975893
 OK0597
 OK0597:                Primary Azimuth Mark                     Grid Az
 OK0597:SPC MI C     -  HUSTON                                   180 41 06.4
 OK0597:SPC MI S     -  HUSTON                                   180 39 33.6
 OK0597:UTM  16      -  HUSTON                                   178 50 51.8
 OK0597
 OK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3160653022(NAD 83)
 OK0597
 OK0597|---------------------------------------------------------------------|
 OK0597| PID    Reference Object                     Distance      Geod. Az  |
 OK0597|                                                           dddmmss.s |
 OK0597| CH0833 BOYD RM 1                            16.980 METERS 09952     |
 OK0597| OK0596 HUSTON                              APPROX.22.6 KM 1795851.5 |
 OK0597| CH0834 BOYD RM 2                             9.470 METERS 23042     |
 OK0597|---------------------------------------------------------------------|
 OK0597
 OK0597                          SUPERSEDED SURVEY CONTROL
 OK0597
 OK0597  NAD 83(1986)-  43 49 06.82552(N)    085 21 48.51881(W) AD(       ) 1
 OK0597  NAD 27      -  43 49 06.74837(N)    085 21 48.34809(W) AD(       ) 1
 OK0597
 OK0597.Superseded values are not recommended for survey control.
 OK0597
 OK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0597.See file dsdata.pdf to determine how the superseded data were derived.
 OK0597
 OK0597_MARKER: DS = TRIANGULATION STATION DISK
 OK0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0597_STAMPING: BOYD 1931
 OK0597_MARK LOGO: CGS
 OK0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0597+STABILITY: SURFACE MOTION
 OK0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0597+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 OK0597
 OK0597  HISTORY     - Date     Condition        Report By
 OK0597  HISTORY     - 1931     MONUMENTED       CGS
 OK0597  HISTORY     - 1980     GOOD             MIDH
 OK0597  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 OK0597  HISTORY     - 20010927 GOOD             USPSQD
 OK0597
 OK0597                          STATION DESCRIPTION
 OK0597
 OK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0597'ABOUT 4-1/2 MILES SOUTHEAST OF HERSEY, NEAR CENTER OF SW 1/4 SEC. 35,
 OK0597'T. 17 N., R. 12 W.
 OK0597'
 OK0597'TO REACH FROM REED CITY, FOLLOW ROUTE 131 SOUTH 2.2 MILES TO COUNTY
 OK0597'ROAD, TURN LEFT ON COUNTY ROAD AND GO 3.3 MILES TO FIRST
 OK0597'CONGREGATIONAL CHURCH IN HERSEY, TURN RIGHT ON GRAVEL ROAD FOR 0.7
 OK0597'MILE, THENCE RIGHT ABOUT 100 YARDS EAST OF BRIDGE FOR 0.3 MILE, AND
 OK0597'FOLLOW ROAD AROUND TO LEFT FOR 0.8 MILE, THENCE SOUTH FOR 1.5 MILES
 OK0597'AND FOLLOW MAIN GRAVEL ROAD LEFT FOR 0.5 MILE, THENCE SOUTH 0.6 MILE,
 OK0597'AND TAKE LEFT GRAVEL ROAD BEARING SOUTHEAST FOR 1.4 MILES, THENCE LEFT
 OK0597'GRAVEL ROAD BEARING EAST FOR 1.1 MILES.  TURN NORTH ONTO SANDY ROAD
 OK0597'WHERE MAIN ROAD TURNS SHARPLY TO SOUTH A FEW HUNDRED FEET EAST OF BURT
 OK0597'BOYDS BARN, AND FOLLOW NORTH 1 MILE TO POINT WHERE SAND ROAD TURNS
 OK0597'WEST.
 OK0597'
 OK0597'TO REACH STATION FROM THIS TURN WALK NORTH ALONG WEST EDGE OF TIMBER
 OK0597'ABOUT 150 YARDS, TURN RIGHT INTO VALLEY BETWEEN TWO TIMBERED RIDGES.
 OK0597'FOLLOW COW TRAIL LEADING UP VALLEY 200 YARDS AND BEAR LEFT UP TO TOP
 OK0597'OF SOUTH RIDGE.  STATION IS ON TOP OF SOUTH RIDGE.  SURFACE AND
 OK0597'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES
 OK0597'1B AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0597'NOTE 11B.  NO. 1 IS 16.98 METERS (55.7 FEET) FROM STATION IN AZIMUTH
 OK0597'279 DEG 52 MIN. NO. 2 IS 9.47 METERS (31.1 FEET) FROM STATION IN
 OK0597'AZIMUTH 50 DEG 42 MIN.
 OK0597
 OK0597                          STATION RECOVERY (1980)
 OK0597
 OK0597'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OK0597'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0597'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 OK0597'WITH 1931 DATA.
 OK0597'
 OK0597'STATION IS IN SOUTHWEST 1/4 SECTION 35, T17N, R9W, HERSEY TOWNSHIP.
 OK0597'
 OK0597'TO REACH STATION FROM HERSEY, BEGIN AT CORNER OF MAIN AND 4TH STREET,
 OK0597'GO EAST ON 4TH STREET FOR 1.05 MILES TO TEE ROAD, TURN RIGHT AND GO
 OK0597'SOUTH ON 170TH FOR 1.9 MILES TO ROAD LEFT, CONTINUE EAST ON SCHOFIELD
 OK0597'ROAD FOR 1 MILE TO ROAD RIGHT, TURN SOUTH AND GO ALONG 160TH FOR 0.7
 OK0597'MILE TO TEE ROAD, TURN LEFT AND GO SOUTHEASTERLY ON STONY CORNER ROAD
 OK0597'FOR 2.5 MILES TO TEE ROAD, TURN LEFT AND GO NORTH ON NARROW GRAVEL
 OK0597'ROAD FOR 0.6 MILE TO END OF ROAD AND LOCKED STEEL GATE.  CONTINUE
 OK0597'NORTH ON FOOT ALONG FENCE LINE FOR 0.4 MILE TO AN EAST WEST FENCE
 OK0597'LINE, CONTINUE NORTH FOR 0.15 MILE TO RIDGE RISING TO NORTHEAST.
 OK0597'FOLLOW RIDGE TO NORTHEAST FOR 0.15 MILE TO HIGHEST POINT AND THE
 OK0597'STATION.
 OK0597'
 OK0597'PROPERTY OWNED BY MICHIAL BRUNSON, 4051 ORCHARD, FENTON, MICHIGAN.
 OK0597
 OK0597                          STATION RECOVERY (1994)
 OK0597
 OK0597'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0597'MARK NOT FOUND.
 OK0597
 OK0597                          STATION RECOVERY (2001)
 OK0597
 OK0597'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0621 ***********************************************************************
 RK0621  DESIGNATION -  BOYD
 RK0621  PID         -  RK0621
 RK0621  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0621  COUNTRY     -  US
 RK0621  USGS QUAD   -  MERWIN LAKE (2017)
 RK0621
 RK0621                         *CURRENT SURVEY CONTROL
 RK0621  ______________________________________________________________________
 RK0621* NAD 83(1994) POSITION- 46 03 50.04807(N) 086 03 07.11324(W)   ADJUSTED
 RK0621* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 RK0621  ______________________________________________________________________
 RK0621  GEOID HEIGHT    -        -35.098 (meters)                     GEOID18
 RK0621  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 RK0621  HORZ ORDER      -  SECOND
 RK0621
 RK0621.The horizontal coordinates were established by classical geodetic methods
 RK0621.and adjusted by the National Geodetic Survey in February 1997.
 RK0621
 RK0621.The orthometric height was scaled from a topographic map.
 RK0621
 RK0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0621.GEOID18 height accuracy estimate available here.
 RK0621
 RK0621.Click photographs - Photos may exist for this station.
 RK0621
 RK0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0621
 RK0621. The following values were computed from the NAD 83(1994) position.
 RK0621
 RK0621;                    North         East     Units Scale Factor Converg.
 RK0621;SPC MI N     -   142,766.119 8,073,344.158   MT  0.99991027   +0 41 06.8
 RK0621;SPC MI N     -   468,392.78 26,487,349.60   iFT  0.99991027   +0 41 06.8
 RK0621;UTM  16      - 5,101,584.355   573,323.028   MT  0.99966609   +0 40 57.8
 RK0621
 RK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0621!SPC MI N     -   0.99996772  x   0.99991027  =   0.99987799
 RK0621!UTM  16      -   0.99996772  x   0.99966609  =   0.99963382
 RK0621
 RK0621:                Primary Azimuth Mark                     Grid Az
 RK0621:SPC MI N     -  BOYD AZ MK                               348 29 47.6
 RK0621:UTM  16      -  BOYD AZ MK                               348 29 56.6
 RK0621
 RK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7332301584(NAD 83)
 RK0621
 RK0621|---------------------------------------------------------------------|
 RK0621| PID    Reference Object                     Distance      Geod. Az  |
 RK0621|                                                           dddmmss.s |
 RK0621| CH1744 BOYD RM 1                            33.711 METERS 12332     |
 RK0621| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX.11.3 KM 2440753.4 |
 RK0621| CH1745 BOYD RM 2                            25.730 METERS 27525     |
 RK0621| CH1743 BOYD AZ MK                                         3491054.4 |
 RK0621|---------------------------------------------------------------------|
 RK0621
 RK0621                          SUPERSEDED SURVEY CONTROL
 RK0621
 RK0621  NAD 83(1986)-  46 03 50.04217(N)    086 03 07.10980(W) AD(       ) 2
 RK0621  NAD 27      -  46 03 50.13434(N)    086 03 06.63245(W) AD(       ) 2
 RK0621
 RK0621.Superseded values are not recommended for survey control.
 RK0621
 RK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0621.See file dsdata.pdf to determine how the superseded data were derived.
 RK0621
 RK0621_MARKER: DS = TRIANGULATION STATION DISK
 RK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0621_STAMPING: BOYD 1965
 RK0621_MARK LOGO: CGS
 RK0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0621+STABILITY: SURFACE MOTION
 RK0621
 RK0621  HISTORY     - Date     Condition        Report By
 RK0621  HISTORY     - 1965     MONUMENTED       CGS
 RK0621  HISTORY     - 19950207 GOOD             LOCENG
 RK0621
 RK0621                          STATION DESCRIPTION
 RK0621
 RK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0621'STATION IS ABOUT 5 MILES NORTH-NORTHWEST OF GULLIVER, 12 MILES
 RK0621'NORTHEAST OF MANISTIQUE AND ON THE PROPERTY OF MR. TOM BOYD.
 RK0621'
 RK0621'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN
 RK0621'GULLIVER, GO NORTH ON COUNTY ROAD 432 FOR 4.3 MILES TO THE JUNCTION
 RK0621'WITH COUNTY ROAD 433.  TURN LEFT AND GO WEST ON COUNTY ROAD 433 FOR
 RK0621'2.0 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RK0621'ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT JUST
 RK0621'NORTHEAST OF TWO OLD FRAME BUILDINGS.
 RK0621'
 RK0621'STATION MARKS ARE STANDARD DISKS STAMPED BOYD 1965.  THE SURFACE DISK
 RK0621'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RK0621'16 FEET SOUTH OF A METAL WITNESS POST AND A WIRE FENCE, 33 FEET NORTH
 RK0621'OF THE NORTHWEST CORNER OF A SMALL PRIVY, 92 FEET NORTHEAST OF THE
 RK0621'NORTHEAST CORNER OF A FRAME BUILDING AND 163 FEET EAST OF THE
 RK0621'CENTER OF A GRAVELED ROAD.  THE UNDERGROUND IS SET IN AN IRREGULAR
 RK0621'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0621'
 RK0621'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOYD NO 1 1965, IS SET
 RK0621'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT
 RK0621'WEST OF A WIRE FENCE, 86 FEET SOUTH OF A FENCE CORNER AND 122 FEET
 RK0621'SOUTHEAST OF THE METAL WITNESS POST.
 RK0621'
 RK0621'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYD NO 2 1965, IS SET
 RK0621'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 1 FOOT
 RK0621'SOUTH OF A WIRE FENCE, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RK0621'THE FRAME BUILDING, 53 FEET EAST OF A FENCE CORNER AND 80 FEET
 RK0621'EAST OF THE CENTER OF THE GRAVELED ROAD.
 RK0621'
 RK0621'AZIMUTH MARK, A STANDARD DISK STAMPED BOYD 1965, IS SET IN A ROUND
 RK0621'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2 FEET SOUTHWEST
 RK0621'OF A METAL WITNESS POST, 10 FEET SOUTHEAST OF A 24 INCH BEECH TREE
 RK0621'AND 29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 RK0621'
 RK0621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 RK0621'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 RK0621'
 RK0621'HEIGHT OF LIGHT ABOVE STATION MARK 44 METERS.
 RK0621
 RK0621                          STATION RECOVERY (1995)
 RK0621
 RK0621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0621'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0822 ***********************************************************************
 QK0822  DESIGNATION -  BOYNE
 QK0822  PID         -  QK0822
 QK0822  STATE/COUNTY-  MI/CHARLEVOIX
 QK0822  COUNTRY     -  US
 QK0822  USGS QUAD   -  BOYNE CITY (2017)
 QK0822
 QK0822                         *CURRENT SURVEY CONTROL
 QK0822  ______________________________________________________________________
 QK0822* NAD 83(1994) POSITION- 45 14 20.23692(N) 085 00 48.39703(W)   ADJUSTED
 QK0822* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 QK0822  ______________________________________________________________________
 QK0822  GEOID HEIGHT    -        -35.086 (meters)                     GEOID18
 QK0822  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 QK0822  HORZ ORDER      -  SECOND
 QK0822
 QK0822.The horizontal coordinates were established by classical geodetic methods
 QK0822.and adjusted by the National Geodetic Survey in February 1997.
 QK0822
 QK0822.The orthometric height was scaled from a topographic map.
 QK0822
 QK0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0822.GEOID18 height accuracy estimate available here.
 QK0822
 QK0822.Click photographs - Photos may exist for this station.
 QK0822
 QK0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0822
 QK0822. The following values were computed from the NAD 83(1994) position.
 QK0822
 QK0822;                    North         East     Units Scale Factor Converg.
 QK0822;SPC MI C     -   213,808.163 5,949,220.395   MT  0.99992599   -0 27 24.8
 QK0822;SPC MI C     -   701,470.35 19,518,439.62   iFT  0.99992599   -0 27 24.8
 QK0822;UTM  16      - 5,011,415.447   655,918.653   MT  0.99989892   +1 24 39.0
 QK0822
 QK0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0822!SPC MI C     -   0.99996130  x   0.99992599  =   0.99988729
 QK0822!UTM  16      -   0.99996130  x   0.99989892  =   0.99986023
 QK0822
 QK0822:                Primary Azimuth Mark                     Grid Az
 QK0822:SPC MI C     -  BOYNE AZ MK                              034 20 07.6
 QK0822:UTM  16      -  BOYNE AZ MK                              032 28 03.8
 QK0822
 QK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5591811415(NAD 83)
 QK0822
 QK0822|---------------------------------------------------------------------|
 QK0822| PID    Reference Object                     Distance      Geod. Az  |
 QK0822|                                                           dddmmss.s |
 QK0822| CH1746 BOYNE AZ MK                                        0335242.8 |
 QK0822| QK0687 BOYNE CITY RADIO KQA 450 MAST       APPROX. 1.4 KM 0675028.5 |
 QK0822| QK0688 BOYNE CITY RADIO KQE 573 MAST       APPROX. 1.6 KM 1105334.4 |
 QK0822| CH1748 BOYNE RM 2                            8.465 METERS 29400     |
 QK0822| CH1747 BOYNE RM 1                            8.587 METERS 35841     |
 QK0822|---------------------------------------------------------------------|
 QK0822
 QK0822                          SUPERSEDED SURVEY CONTROL
 QK0822
 QK0822  NAD 83(1986)-  45 14 20.23225(N)    085 00 48.39628(W) AD(       ) 2
 QK0822  NAD 27      -  45 14 20.20100(N)    085 00 48.20400(W) AD(       ) 2
 QK0822
 QK0822.Superseded values are not recommended for survey control.
 QK0822
 QK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0822.See file dsdata.pdf to determine how the superseded data were derived.
 QK0822
 QK0822_MARKER: DS = TRIANGULATION STATION DISK
 QK0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0822_STAMPING: BOYNE 1956
 QK0822_MARK LOGO: CGS
 QK0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0822+STABILITY: SURFACE MOTION
 QK0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0822+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 QK0822
 QK0822  HISTORY     - Date     Condition        Report By
 QK0822  HISTORY     - 1956     MONUMENTED       CGS
 QK0822  HISTORY     - 1967     GOOD             CGS
 QK0822  HISTORY     - 1974     GOOD             USLS
 QK0822  HISTORY     - 19940521 GOOD             LOCENG
 QK0822  HISTORY     - 20061227 GOOD             ADVGEO
 QK0822
 QK0822                          STATION DESCRIPTION
 QK0822
 QK0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0822'THE STATION IS ABOUT 9 MILES SOUTH OF PETOSKEY, ABOUT 2 MILES NORTH OF
 QK0822'BOYNE CITY ON A HIGH PASTURE RIDGE, ON THE PROPERTY OF MRS. MABLE
 QK0822'GRIFFIN. IT IS SET IN A NORTH-SOUTH FENCE LINE AND AT INTERSECTION OF
 QK0822'A FENCE LINE WEST, 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 QK0822'PROJECTS 1 INCH AND THE DISK IS STAMPED BOYNE 1956.
 QK0822'
 QK0822'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BOYNE CITY, GO NORTH
 QK0822'ON N. PARK STREET FOR 0.75 MILE TO A CROSSROAD AND THE END OF
 QK0822'PAVEMENT.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.4 MILE TO A T ROAD.
 QK0822'TURN RIGHT AND GO EAST AND NORTH ON GRAVEL ROAD (CHARLEVOIX COUNTY
 QK0822'630) FOR 1.4 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON
 QK0822'GRAVEL ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QK0822'WEST ON GRAVEL ROAD FOR 0.1 MILE TO A SAND ROAD RIGHT AND AN OPENING
 QK0822'IN THE FENCE ON THE LEFT. TURN LEFT AND GO SOUTH ACROSS PASTURE FIELD
 QK0822'ALONG THE EAST SIDE OF A FENCE LINE TO THE TOP OF THE HILL AND THE
 QK0822'MARK IN THE NORTH-SOUTH FENCE LINE.
 QK0822'
 QK0822'REFERENCE MARK 1 IS IN THE NORTH-SOUTH FENCE LINE AND 31 FEET NORTH OF
 QK0822'THE WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 QK0822'STAMPED BOYNE NO 1 1956.
 QK0822'
 QK0822'REFERENCE MARK 2 IS IN AN EAST-WEST FENCE LINE, 25 FEET WEST OF THE
 QK0822'NORTH-SOUTH FENCE LINE AND 28 FEET WEST OF A WHITE WITNESS POST.  THE
 QK0822'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYNE NO 2 1956.
 QK0822'
 QK0822'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0822'3 FEET EAST OF A WHITE WITNESS POST, 5 FEET EAST OF A POWER LINE POLE
 QK0822'AND 4 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK
 QK0822'PROJECTS 2 INCHES AND THE DISK IS STAMPED BOYNE 1956.
 QK0822'
 QK0822'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0822
 QK0822                          STATION RECOVERY (1967)
 QK0822
 QK0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0822'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO SEARCH
 QK0822'CONDUCTED FOR THE AZIMUTH MARK.  ROUTE DESCRIPTION WAS ADEQUATE.
 QK0822
 QK0822                          STATION RECOVERY (1974)
 QK0822
 QK0822'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0822'STATION AND RMS AND AZ.MK. RECOVERED AS DESCRIBED EXCEPT FOR FOLLOWING
 QK0822'CHANGES.  SECOND PARAGRAPH FIRST SENTENCE, DELETE AND THE END OF
 QK0822'PAVEMENT.  SECOND SENTENCE, CHANGE GRAVEL TO PAVED.  THIRD SENTENCE,
 QK0822'CHANGE FIRST GRAVEL TO PAVED.  ALL MONUMENTS WERE FOUND IN EXCELLENT
 QK0822'CONDITION.
 QK0822
 QK0822                          STATION RECOVERY (1994)
 QK0822
 QK0822'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0822'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 QK0822'RECOVERED IN GOOD CONDITION.  RM 2 COULD NOT BE LOCATED.  THE
 QK0822'EAST-WEST FENCE HAD BEEN REMOVED AS WAS THE WHITE WITNESS POST.
 QK0822
 QK0822                          STATION RECOVERY (2006)
 QK0822
 QK0822'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JDP)
 QK0822'TO REACH THE STATION FROM THE INTERSECTION OF BOYNE CITY / CHARLEVOIX
 QK0822'RD. AND CHARLEVOIX ST. IN BOYNE CITY, FOLLOW CHARLEVOIX ST. NORTH (IT
 QK0822'TURNS INTO OLD HORTON BAY ROAD) FOR 1.1 MILES TO CLUTE RD. TO THE
 QK0822'EAST.  FOLLOW CLUTE ROAD EAST 0.5 MILES TO A FIELD SEPARATION LINE ON
 QK0822'THE EAST SIDE OF HOUSE NUMBER 1700.  FOLLOW FIELD LINE SOUTH 0.175
 QK0822'MILES TO TOP OF A HILL AND THE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK7843 ***********************************************************************
 DK7843  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7843  DESIGNATION -  BOYNE CITY CORS ARP
 DK7843  CORS_ID     -  MIBO
 DK7843  PID         -  DK7843
 DK7843  STATE/COUNTY-  MI/CHARLEVOIX
 DK7843  COUNTRY     -  US
 DK7843  USGS QUAD   -  BOYNE FALLS (2017)
 DK7843
 DK7843                         *CURRENT SURVEY CONTROL
 DK7843  ______________________________________________________________________
 DK7843* NAD 83(2011) POSITION- 45 12 20.90875(N) 084 59 44.20364(W)   ADJUSTED
 DK7843* NAD 83(2011) ELLIP HT-   173.078 (meters)        (04/??/25)   ADJUSTED
 DK7843* NAD 83(2011) EPOCH   -  2010.00
 DK7843  ______________________________________________________________________
 DK7843  GEOID HEIGHT    -        -35.041 (meters)                     GEOID18
 DK7843  NAD 83(2011) X  -    392,675.935 (meters)                     COMP
 DK7843  NAD 83(2011) Y  - -4,484,351.041 (meters)                     COMP
 DK7843  NAD 83(2011) Z  -  4,503,615.253 (meters)                     COMP
 DK7843
 DK7843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7843  Standards:
 DK7843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7843  -------------------------------------------------------------------
 DK7843  NETWORK    0.20   0.26           0.09   0.08   0.13     -0.28741100
 DK7843  -------------------------------------------------------------------
 DK7843
 DK7843.The coordinates were established by GPS observations
 DK7843.and adjusted by the National Geodetic Survey in April 2025.
 DK7843
 DK7843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7843.been affixed to the stable North American Tectonic Plate. 
 DK7843
 DK7843.The coordinates are valid at the epoch date displayed above
 DK7843.which is a decimal equivalence of Year/Month/Day.
 DK7843
 DK7843.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK7843.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK7843.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK7843.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK7843.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK7843.published epoch of 2010.00.
 DK7843
 DK7843.Additional information on MYCS is available at:
 DK7843.https://geodesy.noaa.gov/CORS/index.shtml
 DK7843
 DK7843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7843.GEOID18 height accuracy estimate available here.
 DK7843
 DK7843.The PID for the CORS L1 Phase Center is DQ6485.
 DK7843
 DK7843.Click photographs - Photos may exist for this station.
 DK7843
 DK7843.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7843
 DK7843.The ellipsoidal height was determined by GPS observations
 DK7843.and is referenced to NAD 83.
 DK7843
 DK7843. The following values were computed from the NAD 83(2011) position.
 DK7843
 DK7843;                    North         East     Units Scale Factor Converg.
 DK7843;SPC MI C     -   210,113.745 5,950,591.786   MT  0.99992318   -0 26 39.5
 DK7843;SPC MI C     -   689,349.56 19,522,938.93   iFT  0.99992318   -0 26 39.5
 DK7843;UTM  16      - 5,007,767.761   657,409.667   MT  0.99990467   +1 25 21.7
 DK7843
 DK7843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7843!SPC MI C     -   0.99997287  x   0.99992318  =   0.99989605
 DK7843!UTM  16      -   0.99997287  x   0.99990467  =   0.99987754
 DK7843
 DK7843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5740907767(NAD 83)
 DK7843
 DK7843                          SUPERSEDED SURVEY CONTROL
 DK7843
 DK7843  NAD 83(2011)-  45 12 20.90890(N)    084 59 44.20369(W) AD(2010.00) c
 DK7843  ELLIP H (06/??/19)  173.078  (m)                       GP(2010.00) c c
 DK7843  NAD 83(2011)-  45 12 20.90888(N)    084 59 44.20367(W) AD(2010.00) c
 DK7843  ELLIP H (08/??/11)  173.074  (m)                       GP(2010.00) c c
 DK7843  NAD 83(CORS)-  45 12 20.90905(N)    084 59 44.20322(W) AD(2002.00) c
 DK7843  ELLIP H (01/??/09)  173.079  (m)                       GP(2002.00) c c
 DK7843
 DK7843.Superseded values are not recommended for survey control.
 DK7843
 DK7843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7843.See file dsdata.pdf to determine how the superseded data were derived.
 DK7843
 DK7843_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7843
 DK7843                          STATION DESCRIPTION
 DK7843
 DK7843'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK7843'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK7843'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK7843'AND LOG FILES ACCESSIBLE AT:
 DK7843'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0687 ***********************************************************************
 QK0687  DESIGNATION -  BOYNE CITY RADIO KQA 450 MAST
 QK0687  PID         -  QK0687
 QK0687  STATE/COUNTY-  MI/CHARLEVOIX
 QK0687  COUNTRY     -  US
 QK0687  USGS QUAD   -  BOYNE FALLS (2017)
 QK0687
 QK0687                         *CURRENT SURVEY CONTROL
 QK0687  ______________________________________________________________________
 QK0687* NAD 83(1994) POSITION- 45 14 37.85354(N) 084 59 47.14880(W)   ADJUSTED
 QK0687  ______________________________________________________________________
 QK0687  GEOID HEIGHT    -        -35.092 (meters)                     GEOID18
 QK0687  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 QK0687  HORZ ORDER      -  THIRD
 QK0687
 QK0687.The horizontal coordinates were established by classical geodetic methods
 QK0687.and adjusted by the National Geodetic Survey in February 1997.
 QK0687
 QK0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0687.GEOID18 height accuracy estimate available here.
 QK0687
 QK0687.Click photographs - Photos may exist for this station.
 QK0687
 QK0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0687
 QK0687. The following values were computed from the NAD 83(1994) position.
 QK0687
 QK0687;                    North         East     Units Scale Factor Converg.
 QK0687;SPC MI C     -   214,341.443 5,950,560.342   MT  0.99992644   -0 26 41.5
 QK0687;SPC MI C     -   703,219.96 19,522,835.77   iFT  0.99992644   -0 26 41.5
 QK0687;UTM  16      - 5,011,992.102   657,240.474   MT  0.99990401   +1 25 23.0
 QK0687
 QK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5724011992(NAD 83)
 QK0687
 QK0687                          SUPERSEDED SURVEY CONTROL
 QK0687
 QK0687  NAD 83(1986)-  45 14 37.84857(N)    084 59 47.14964(W) AD(       ) 3
 QK0687  NAD 27      -  45 14 37.81500(N)    084 59 46.96600(W) AD(       ) 3
 QK0687
 QK0687.Superseded values are not recommended for survey control.
 QK0687
 QK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0687.See file dsdata.pdf to determine how the superseded data were derived.
 QK0687
 QK0687_MARKER: 42 = RADIO/TV MAST
 QK0687
 QK0687  HISTORY     - Date     Condition        Report By
 QK0687  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0687
 QK0687                          STATION DESCRIPTION
 QK0687
 QK0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0687'THE STATION IS THE CENTER OF THE TOP OF THE BOYNE CITY REA
 QK0687'MAST.  IT IS ABOUT
 QK0687'2 MILES NORTH OF BOYNE CITY ON A TIMBER COVERED RIDGE.  IT IS A
 QK0687'UNIFORM, CROSS-SECTION STEEL
 QK0687'STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED IN
 QK0687'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 QK0687'HEIGHT IS 200 FEET.
 QK0687'
 QK0687'TO REACH THE STATION FROM THE INTERSECTION OF WATER STREET AND NORTH
 QK0687'PARK STREET IN BOYNE CITY, GO
 QK0687'NORTH ON NORTH PARK STREET FOR 0.65 MILE TO THE END OF PAVEMENT.
 QK0687'CONTINUE NORTH ON GRAVEL ROAD FOR
 QK0687'0.4 MILE TO A T-ROAD (COUNTY ROAD 630).  TURN RIGHT
 QK0687'AND GO EAST AND NORTH ON GRAVEL ROAD (COUTNY ROAD
 QK0687'630) FOR 1.6 MILES TO A DIM TRACK
 QK0687'ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD EAST UP HILL FOR 0.05 MILE
 QK0687'TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0688 ***********************************************************************
 QK0688  DESIGNATION -  BOYNE CITY RADIO KQE 573 MAST
 QK0688  PID         -  QK0688
 QK0688  STATE/COUNTY-  MI/CHARLEVOIX
 QK0688  COUNTRY     -  US
 QK0688  USGS QUAD   -  BOYNE FALLS (2017)
 QK0688
 QK0688                         *CURRENT SURVEY CONTROL
 QK0688  ______________________________________________________________________
 QK0688* NAD 83(1994) POSITION- 45 14 02.27140(N) 084 59 41.80676(W)   ADJUSTED
 QK0688  ______________________________________________________________________
 QK0688  GEOID HEIGHT    -        -35.080 (meters)                     GEOID18
 QK0688  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 QK0688  HORZ ORDER      -  THIRD
 QK0688
 QK0688.The horizontal coordinates were established by classical geodetic methods
 QK0688.and adjusted by the National Geodetic Survey in February 1997.
 QK0688
 QK0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0688.GEOID18 height accuracy estimate available here.
 QK0688
 QK0688.Click photographs - Photos may exist for this station.
 QK0688
 QK0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0688
 QK0688. The following values were computed from the NAD 83(1994) position.
 QK0688
 QK0688;                    North         East     Units Scale Factor Converg.
 QK0688;SPC MI C     -   213,242.189 5,950,668.325   MT  0.99992555   -0 26 37.8
 QK0688;SPC MI C     -   699,613.48 19,523,190.04   iFT  0.99992555   -0 26 37.8
 QK0688;UTM  16      - 5,010,896.976   657,384.225   MT  0.99990457   +1 25 25.9
 QK0688
 QK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5738410896(NAD 83)
 QK0688
 QK0688                          SUPERSEDED SURVEY CONTROL
 QK0688
 QK0688  NAD 83(1986)-  45 14 02.26736(N)    084 59 41.80869(W) AD(       ) 3
 QK0688  NAD 27      -  45 14 02.23800(N)    084 59 41.62800(W) AD(       ) 3
 QK0688
 QK0688.Superseded values are not recommended for survey control.
 QK0688
 QK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0688.See file dsdata.pdf to determine how the superseded data were derived.
 QK0688
 QK0688_MARKER: 14 = NAVIGATION LIGHT
 QK0688
 QK0688  HISTORY     - Date     Condition        Report By
 QK0688  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0688
 QK0688                          STATION DESCRIPTION
 QK0688
 QK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0688'THE STATION IS THE CENTER OF THE TOP OF THE BOYNE CITY
 QK0688'CHARLEVOIX COUNTY
 QK0688'ROAD COMMISSION MAST.  IT IS ABOUT 1-1/2 MILES NORTH OF BOYNE CITY
 QK0688'ON A LOW RIDGE IN AN APPLE ORCHARD.
 QK0688'IT IS A UNIFORM, CROSS-SECTION STEEL STRUCTURE
 QK0688'SUPPORTED BY GUY WIRES AND IS PAINTED SILVER.  THE
 QK0688'HEIGHT IS 100 FEET.
 QK0688'
 QK0688'TO REACH THE STATION FROM THE INTERSECTION OF WATER STREET AND NORTH
 QK0688'PARK STREET IN BOYNE CITY, GO
 QK0688'NORTH ON NORTH PARK STREET FOR 0.65 MILE TO THE END OF PAVEMENT.
 QK0688'CONTINUE NORTH ON GRAVEL ROAD FOR
 QK0688'0.4 MILE TO A T-ROAD (COUNTY ROAD 630).  TURN RIGHT
 QK0688'AND GO EAST AND NORTH ON GRAVEL ROAD (COUNTY ROAD
 QK0688'630) FOR 0.95 MILE TO A DIM TRACK
 QK0688'ROAD RIGHT.  TURN RIGHT AND GO EAST THROUGH APPLE ORCHARD FOR 0.15
 QK0688'MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0823 ***********************************************************************
 QK0823  DESIGNATION -  BOYNE CITY RADIO KQA 712 MAST
 QK0823  PID         -  QK0823
 QK0823  STATE/COUNTY-  MI/CHARLEVOIX
 QK0823  COUNTRY     -  US
 QK0823  USGS QUAD   -  BOYNE CITY (2017)
 QK0823
 QK0823                         *CURRENT SURVEY CONTROL
 QK0823  ______________________________________________________________________
 QK0823* NAD 83(1994) POSITION- 45 11 52.91944(N) 085 00 43.14118(W)   ADJUSTED
 QK0823  ______________________________________________________________________
 QK0823  GEOID HEIGHT    -        -35.022 (meters)                     GEOID18
 QK0823  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 QK0823  HORZ ORDER      -  THIRD
 QK0823
 QK0823.The horizontal coordinates were established by classical geodetic methods
 QK0823.and adjusted by the National Geodetic Survey in February 1997.
 QK0823
 QK0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0823.GEOID18 height accuracy estimate available here.
 QK0823
 QK0823.Click photographs - Photos may exist for this station.
 QK0823
 QK0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0823
 QK0823. The following values were computed from the NAD 83(1994) position.
 QK0823
 QK0823;                    North         East     Units Scale Factor Converg.
 QK0823;SPC MI C     -   209,259.883 5,949,298.836   MT  0.99992257   -0 27 21.1
 QK0823;SPC MI C     -   686,548.17 19,518,696.97   iFT  0.99992257   -0 27 21.1
 QK0823;UTM  16      - 5,006,872.250   656,145.245   MT  0.99989979   +1 24 39.1
 QK0823
 QK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5614506872(NAD 83)
 QK0823
 QK0823                          SUPERSEDED SURVEY CONTROL
 QK0823
 QK0823  NAD 83(1986)-  45 11 52.91575(N)    085 00 43.14037(W) AD(       ) 3
 QK0823  NAD 27      -  45 11 52.89000(N)    085 00 42.96000(W) AD(       ) 3
 QK0823
 QK0823.Superseded values are not recommended for survey control.
 QK0823
 QK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0823.See file dsdata.pdf to determine how the superseded data were derived.
 QK0823
 QK0823_MARKER: 42 = RADIO/TV MAST
 QK0823
 QK0823  HISTORY     - Date     Condition        Report By
 QK0823  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0823
 QK0823                          STATION DESCRIPTION
 QK0823
 QK0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0823'THE STATION IS THE TOP OF THE ANTENNA OF THE BOYNE CITY, RADIO
 QK0823'STATION KQA 712
 QK0823'MAST, LOCATED ON A HIGH HILL WHICH IS KNOWN AS BOYNE MOUNTAIN, AT THE
 QK0823'SOUTH END OF THE AVALANCHE SKI RUN
 QK0823'ABOUT 1 MILE SOUTH OF BOYNE CITY.  IT IS A 4 LEGGED
 QK0823'STEEL STRUCTURE, 45 FEET HIGH WITH A WOODEN POLE IN
 QK0823'THE MIDDLE THAT RAISES ABOUT 20 FEET
 QK0823'ABOVE THE TOWER AND HAS A WHIP ANTENNA ON THE TOP.  IT IS IN A FENCED
 QK0823'IN ENCLOSURE WITH A SMALL CONCRETE
 QK0823'BLOCK BUILDING.  THE MAST IS OWNED BY MICHIGAN CONSERVATION
 QK0823'DEPARTMENT.
 QK0823'
 QK0823'TO REACH THE STATION FROM THE POST OFFICE IN BOYNE CITY, GO WEST ON
 QK0823'WATER STREET FOR 0.1 MILE TO
 QK0823'SOUTH PARK STREET.  TURN LEFT AND GO SOUTH ON SOUTH PARK STREET FOR
 QK0823'0.6 MILE TO EAST DIVISION STREET.
 QK0823'TURN RIGHT AND GO WEST ON EAST DIVISION STREET FOR 0.05 MILE TO
 QK0823'WILSON STREET.  TURN LEFT AND GO SOUTH ON
 QK0823'WILSON STREET FOR 0.15 MILE TO A T STREET
 QK0823'(ANN STREET).  TURN LEFT AND GO EAST AND THEN SOUTH ON
 QK0823'GRAVEL ROAD FOR 0.2 MILE TO A
 QK0823'CONCRETE BLOCK BUILDING ON THE LEFT AND THE AVALANCHE SKI SLOPE ON
 QK0823'THE LEFT.  FROM HERE PACK SOUTH UP
 QK0823'THE SKI SLOPE FOR ABOUT 0.2 MILE TO THE MAST AT THE SOUTH END OF THE
 QK0823'SKI SLOPE AND THE TOP OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS2691 ***********************************************************************
 DS2691  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2691  DESIGNATION -  BP 1
 DS2691  PID         -  DS2691
 DS2691  STATE/COUNTY-  MI/CHIPPEWA
 DS2691  COUNTRY     -  US
 DS2691  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 DS2691
 DS2691                         *CURRENT SURVEY CONTROL
 DS2691  ______________________________________________________________________
 DS2691* NAD 83(2011) POSITION- 46 29 59.99774(N) 084 20 27.13550(W)   ADJUSTED
 DS2691* NAD 83(2011) ELLIP HT-   146.626 (meters)        (12/02/25)   ADJUSTED
 DS2691* NAD 83(2011) EPOCH   -  2010.00
 DS2691* NAVD 88 ORTHO HEIGHT -   183.28  (meters)      601.3   (feet) GPS OBS
 DS2691  ______________________________________________________________________
 DS2691  GEOID HEIGHT    -        -36.645 (meters)                     GEOID18
 DS2691  NAD 83(2011) X  -    433,713.401 (meters)                     COMP
 DS2691  NAD 83(2011) Y  - -4,376,837.134 (meters)                     COMP
 DS2691  NAD 83(2011) Z  -  4,603,786.709 (meters)                     COMP
 DS2691  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DS2691
 DS2691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2691  Standards:
 DS2691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2691  -------------------------------------------------------------------
 DS2691  NETWORK    0.45   0.80           0.21   0.15   0.41     -0.02750409
 DS2691  -------------------------------------------------------------------
 DS2691  Click here for local accuracies and other accuracy information.
 DS2691
 DS2691.The horizontal coordinates were established by GPS observations
 DS2691.and adjusted by the National Geodetic Survey in December 2025.
 DS2691
 DS2691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2691.been affixed to the stable North American tectonic plate. See 
 DS2691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2691
 DS2691.The horizontal coordinates are valid at the epoch date displayed above
 DS2691.which is a decimal equivalence of Year/Month/Day.
 DS2691
 DS2691.The orthometric height was determined by GPS observations and a
 DS2691.high-resolution geoid model using precise GPS observation and
 DS2691.processing techniques.
 DS2691
 DS2691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2691.GEOID18 height accuracy estimate available here.
 DS2691
 DS2691.Click photographs - Photos may exist for this station.
 DS2691
 DS2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2691
 DS2691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2691
 DS2691.The ellipsoidal height was determined by GPS observations
 DS2691.and is referenced to NAD 83.
 DS2691
 DS2691. The following values were computed from the NAD 83(2011) position.
 DS2691
 DS2691;                    North         East     Units Scale Factor Converg.
 DS2691;SPC MI N     -   194,221.126 8,204,064.962   MT  0.99990984   +1 55 19.2
 DS2691;SPC MI N     -   637,208.42 26,916,223.63   iFT  0.99990984   +1 55 19.2
 DS2691;UTM  16      - 5,153,038.942   704,036.246   MT  1.00011175   +1 55 46.3
 DS2691
 DS2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2691!SPC MI N     -   0.99997702  x   0.99990984  =   0.99988686
 DS2691!UTM  16      -   0.99997702  x   1.00011175  =   1.00008876
 DS2691
 DS2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0403653038(NAD 83)
 DS2691
 DS2691                          SUPERSEDED SURVEY CONTROL
 DS2691
 DS2691  NAVD 88 (03/20/26)  183.274  (m)          601.29   (f) ADJUSTED    2 1
 DS2691
 DS2691.Superseded values are not recommended for survey control.
 DS2691
 DS2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS2691.See file dsdata.pdf to determine how the superseded data were derived.
 DS2691
 DS2691_MARKER: DB = BENCH MARK DISK
 DS2691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS2691_STAMPING: BP-1 YR 2020
 DS2691_MARK LOGO: USACE
 DS2691_PROJECTION: RECESSED 2 CENTIMETERS
 DS2691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2691+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DS2691_ROD/PIPE-DEPTH: 10.8 meters
 DS2691_SLEEVE-DEPTH  : 0.9 meters
 DS2691
 DS2691  HISTORY     - Date     Condition        Report By
 DS2691  HISTORY     - 2020     MONUMENTED       USACE
 DS2691  HISTORY     - 20220801 GOOD             CO-OPS
 DS2691  HISTORY     - 20220801 GOOD             CO-OPS
 DS2691  HISTORY     - 20220815 GOOD             NGS
 DS2691
 DS2691                          STATION DESCRIPTION
 DS2691
 DS2691'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DS2691'RECOVERED IN GOOD CONDITION.
 DS2691
 DS2691                          STATION RECOVERY (2022)
 DS2691
 DS2691'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DS2691'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF PAYMENT,
 DS2691'5.2 MI (8.4 KM) EAST-NORTHEAST OF SHALLOWS AND 0.7 MI (1.1 KM)
 DS2691'NORTHEAST OF SAULT SAINTE MARIE.
 DS2691'
 DS2691'TO REACH FROM U.S. POST OFFICE (INTERSECTION OF OSBORN BOULEVARD AND
 DS2691'RIDGE STREET) TRAVEL NORTHEASTERLY ALONG OSBORN BOULEVARD
 DS2691'APPROXIMATELY 0.16 MI (0.26 KM) TO A CURVE IN THE ROAD BECOMING WATER
 DS2691'STREET.  THEN TRAVEL EASTERLY ALONG WATER STREET FOR APPROXIMATELY
 DS2691'0.36 MI (0.58 KM) TO THE MONUMENT LOCATED NEAR THE SOUTHEAST CORNER OF
 DS2691'BRADY PARK.  ON THE NORTH SIDE OF EAST WATER STREET AND AND ITS
 DS2691'JUNCTION WITH BRADY STREET.
 DS2691'
 DS2691'IT IS 111.9 FT (34.1 M) WEST FROM A STEEL STREET AND STOP SIGN POST AT
 DS2691'THE CORNER OF LEGION DRIVE AND EAST WATER STREET, 70.2 FT (21.4 M)
 DS2691'NORTHEAST OF THE EXTENDED CENTERLINE OF BRADY STREET AND EAST WATER
 DS2691'STREET, 70.0 FT (21.3 M) NORTH-NORTHEAST AND ACROSS EAST WATER STREET
 DS2691'FROM A UTILITY POLE NUMBER (MZ2/43B/16) AND 42.4 FT (12.9 M)
 DS2691'EAST-NORTHEAST OF THE SOUTHEAST CORNER FOR THE BRICK WITH CONCRETE CAP
 DS2691'FOR THE "HISTORIC WATER STREET" MONUMENTAL STREET MARKER SIGN.
 DS2691
 DS2691                          STATION RECOVERY (2022)
 DS2691
 DS2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS2691'THE STATION IS A DISK SET ON TOP OF STAINLESS STEEL ROD, LOCATED 87.90
 DS2691'M (288.4 FT) SOUTHWEST FROM A CORNER FENCE POST, 34.10 M (111.9 FT)
 DS2691'NORTHWEST FROM A STEEL STOP SIGN POST, 21.30 M (69.9 FT) NORTHEAST
 DS2691'FROM A UTILITY POLE (MZ2/43B/16) AND 12.90 M (42.3 FT) NORTHEAST FROM
 DS2691'THE SOUTHEAST CORNER OF A BRICK SIGN.  THE DATUM POINT IS THE TOP OF
 DS2691'THE DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN 10.80 M (35.4 FT) TO
 DS2691'REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1257 ***********************************************************************
 RJ1257  DESIGNATION -  BPS C8W 129
 RJ1257  PID         -  RJ1257
 RJ1257  STATE/COUNTY-  MI/CHIPPEWA
 RJ1257  COUNTRY     -  US
 RJ1257  USGS QUAD   -  MUNUSCONG (2017)
 RJ1257
 RJ1257                         *CURRENT SURVEY CONTROL
 RJ1257  ______________________________________________________________________
 RJ1257* NAD 83(1994) POSITION- 46 10 51.37659(N) 084 08 53.83530(W)   ADJUSTED
 RJ1257* NAD 83(1994) ELLIP HT-   141.651 (meters)        (02/03/97)   ADJUSTED
 RJ1257* NAVD 88 ORTHO HEIGHT -   178.3   (meters)      585.    (feet) VERTCON3
 RJ1257  ______________________________________________________________________
 RJ1257  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 RJ1257  NAD 83(1994) X  -    451,038.078 (meters)                     COMP
 RJ1257  NAD 83(1994) Y  - -4,400,876.248 (meters)                     COMP
 RJ1257  NAD 83(1994) Z  -  4,579,297.717 (meters)                     COMP
 RJ1257  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 RJ1257  HORZ ORDER      -  FIRST
 RJ1257  ELLP ORDER      -  FOURTH    CLASS I
 RJ1257
 RJ1257.The horizontal coordinates were established by GPS observations
 RJ1257.and adjusted by the National Geodetic Survey in February 1997.
 RJ1257
 RJ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1257
 RJ1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1257.GEOID18 height accuracy estimate available here.
 RJ1257
 RJ1257.Click photographs - Photos may exist for this station.
 RJ1257
 RJ1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1257
 RJ1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1257
 RJ1257.The ellipsoidal height was determined by GPS observations
 RJ1257.and is referenced to NAD 83.
 RJ1257
 RJ1257. The following values were computed from the NAD 83(1994) position.
 RJ1257
 RJ1257;                    North         East     Units Scale Factor Converg.
 RJ1257;SPC MI N     -   159,294.946 8,220,113.381   MT  0.99990449   +2 03 40.3
 RJ1257;SPC MI N     -   522,621.21 26,968,875.92   iFT  0.99990449   +2 03 40.3
 RJ1257;UTM  16      - 5,118,104.785   720,090.184   MT  1.00019550   +2 03 30.3
 RJ1257
 RJ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1257!SPC MI N     -   0.99997779  x   0.99990449  =   0.99988229
 RJ1257!UTM  16      -   0.99997779  x   1.00019550  =   1.00017329
 RJ1257
 RJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2009018104(NAD 83)
 RJ1257
 RJ1257                          SUPERSEDED SURVEY CONTROL
 RJ1257
 RJ1257  NAD 83(1986)-  46 10 51.36807(N)    084 08 53.83152(W) AD(       ) 1
 RJ1257  NGVD 29 (05/22/90)  178.3    (m)  RAPSU86  model used  GPS OBS        
 RJ1257
 RJ1257.Superseded values are not recommended for survey control.
 RJ1257
 RJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1257.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1257
 RJ1257_MARKER: DS = TRIANGULATION STATION DISK
 RJ1257_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1257+WITH SETTING: INFORMATION.
 RJ1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1257+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1257
 RJ1257  HISTORY     - Date     Condition        Report By
 RJ1257  HISTORY     - 1988     MONUMENTED       USACE
 RJ1257
 RJ1257                          STATION DESCRIPTION
 RJ1257
 RJ1257'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1257'THE STATION IS LOCATED ABOUT 38.1 KM (23.7 MI) SOUTH-SOUTHEAST OF
 RJ1257'SAULT STE MARIE, 35.6 KM (22.1 MI) EAST-SOUTHEAST OF RUDYARD, AND
 RJ1257'28.2 KM (17.5 MI) NORTHWEST OF DETOUR VILLAGE, IN GOVT LOT 2, SEC
 RJ1257'26, T44N-R2E. OWNERSHIP---WILLIAM C. HEPPNER, JR. ESTATE
 RJ1257'
 RJ1257'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1257'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1257'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT)
 RJ1257'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER
 RJ1257'FOR 20 MINUTES IN MUNUSCONG LAKE TO ROCKY POINT, THEN GO WEST FOR
 RJ1257'10 MINUTES TO BIRCH POINT WHERE THE STATION IS LOCATED.
 RJ1257'
 RJ1257'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---
 RJ1257'C8W-129---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE
 RJ1257'GROUND AND ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO THE
 RJ1257'GROUND, LOCATED 9.1 METERS (30 FT) INLAND FROM THE SHORE.
 RJ1257'
 RJ1257'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0745 ***********************************************************************
 QK0745  DESIGNATION -  BRABB
 QK0745  PID         -  QK0745
 QK0745  STATE/COUNTY-  MI/MACKINAC
 QK0745  COUNTRY     -  US
 QK0745  USGS QUAD   -  EVERGREEN SHORES (2017)
 QK0745
 QK0745                         *CURRENT SURVEY CONTROL
 QK0745  ______________________________________________________________________
 QK0745* NAD 83(1994) POSITION- 45 58 50.31854(N) 084 38 07.87646(W)   ADJUSTED
 QK0745* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0745  ______________________________________________________________________
 QK0745  GEOID HEIGHT    -        -35.607 (meters)                     GEOID18
 QK0745  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 QK0745  HORZ ORDER      -  FIRST
 QK0745
 QK0745.The horizontal coordinates were established by classical geodetic methods
 QK0745.and adjusted by the National Geodetic Survey in February 1997.
 QK0745
 QK0745.The orthometric height was scaled from a topographic map.
 QK0745
 QK0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0745.GEOID18 height accuracy estimate available here.
 QK0745
 QK0745.Click photographs - Photos may exist for this station.
 QK0745
 QK0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0745
 QK0745. The following values were computed from the NAD 83(1994) position.
 QK0745
 QK0745;                    North         East     Units Scale Factor Converg.
 QK0745;SPC MI N     -   135,806.224 8,183,181.790   MT  0.99991690   +1 42 32.5
 QK0745;SPC MI N     -   445,558.48 26,847,709.28   iFT  0.99991690   +1 42 32.5
 QK0745;UTM  16      - 5,094,615.244   683,149.181   MT  1.00001238   +1 42 02.8
 QK0745
 QK0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0745!SPC MI N     -   0.99997768  x   0.99991690  =   0.99989459
 QK0745!UTM  16      -   0.99997768  x   1.00001238  =   0.99999006
 QK0745
 QK0745:                Primary Azimuth Mark                     Grid Az
 QK0745:SPC MI N     -  RABBIT BACK RESET                        223 56 50.4
 QK0745:UTM  16      -  RABBIT BACK RESET                        223 57 20.1
 QK0745
 QK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8314994615(NAD 83)
 QK0745
 QK0745|---------------------------------------------------------------------|
 QK0745| PID    Reference Object                     Distance      Geod. Az  |
 QK0745|                                                           dddmmss.s |
 QK0745| QK0742 RABBIT BACK RESET                   APPROX. 9.4 KM 2253922.9 |
 QK0745|---------------------------------------------------------------------|
 QK0745
 QK0745                          SUPERSEDED SURVEY CONTROL
 QK0745
 QK0745  NAD 83(1986)-  45 58 50.31119(N)    084 38 07.87422(W) AD(       ) 1
 QK0745  NAD 27      -  45 58 50.26700(N)    084 38 07.70000(W) AD(       ) 1
 QK0745
 QK0745.Superseded values are not recommended for survey control.
 QK0745
 QK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0745.See file dsdata.pdf to determine how the superseded data were derived.
 QK0745
 QK0745_MARKER: S = SPIKE
 QK0745_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0745
 QK0745  HISTORY     - Date     Condition        Report By
 QK0745  HISTORY     - 1919     MONUMENTED       USLS
 QK0745  HISTORY     - 20210816 MARK NOT FOUND   INDIV
 QK0745
 QK0745                          STATION DESCRIPTION
 QK0745
 QK0745'DESCRIBED BY US LAKE SURVEY 1919
 QK0745'IN ST. MARTIN BAY, ON WEST SIDE OF POINT ON NORTHWEST CORNER OF BIG
 QK0745'ST. MARTIN, OR BURNT ISLAND, 51
 QK0745'FEET SOUTHWEST OF LARGE WHITE BOULDER, AND 11 FEET N. 16 DEG E. OF
 QK0745'BOULDER WITH ARROW POINTING TO
 QK0745'STATION.  MARKED BY SPIKE IN CONCRETE MONUMENT
 QK0745'MARKED U.S. 19.
 QK0745
 QK0745                          STATION RECOVERY (2021)
 QK0745
 QK0745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (GB)
 QK0745'FOUND ARROW IN LARGE WHITE BOULDER POINTING TO STATION AND REMNANT OF
 QK0745'PREFABRICATED CONCRETE POST APPROXIMATELY 11 FT (3.4 M) AWAY FROM THE
 QK0745'ARROW.  NO MARKER WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1789 ***********************************************************************
 NF1789  DESIGNATION -  BRADY
 NF1789  PID         -  NF1789
 NF1789  STATE/COUNTY-  MI/CALHOUN
 NF1789  COUNTRY     -  US
 NF1789  USGS QUAD   -  AUGUSTA (2017)
 NF1789
 NF1789                         *CURRENT SURVEY CONTROL
 NF1789  ______________________________________________________________________
 NF1789* NAD 83(2011) POSITION- 42 18 46.45991(N) 085 15 55.53021(W)   ADJUSTED
 NF1789* NAD 83(2011) ELLIP HT-   244.453 (meters)        (06/27/12)   ADJUSTED
 NF1789* NAD 83(2011) EPOCH   -  2010.00
 NF1789* NAVD 88 ORTHO HEIGHT -   277.83  (+/-2cm)      911.5   (feet) VERTCON3
 NF1789  ______________________________________________________________________
 NF1789  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 NF1789  NAD 83(2011) X  -    389,906.386 (meters)                     COMP
 NF1789  NAD 83(2011) Y  - -4,707,733.834 (meters)                     COMP
 NF1789  NAD 83(2011) Z  -  4,271,533.799 (meters)                     COMP
 NF1789  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 NF1789  VERT ORDER      -  THIRD ? (See Below)
 NF1789
 NF1789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1789  Standards:
 NF1789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1789  -------------------------------------------------------------------
 NF1789  NETWORK    0.82   1.94           0.36   0.31   0.99      0.08982011
 NF1789  -------------------------------------------------------------------
 NF1789  Click here for local accuracies and other accuracy information.
 NF1789
 NF1789.The horizontal coordinates were established by GPS observations
 NF1789.and adjusted by the National Geodetic Survey in June 2012.
 NF1789
 NF1789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1789.been affixed to the stable North American tectonic plate. See 
 NF1789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1789
 NF1789.The horizontal coordinates are valid at the epoch date displayed above
 NF1789.which is a decimal equivalence of Year/Month/Day.
 NF1789
 NF1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1789
 NF1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1789.GEOID18 height accuracy estimate available here.
 NF1789
 NF1789.The vertical order pertains to the NGVD 29 superseded value.
 NF1789
 NF1789.Click photographs - Photos may exist for this station.
 NF1789
 NF1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1789
 NF1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1789
 NF1789.The ellipsoidal height was determined by GPS observations
 NF1789.and is referenced to NAD 83.
 NF1789
 NF1789. The following values were computed from the NAD 83(2011) position.
 NF1789
 NF1789;                    North         East     Units Scale Factor Converg.
 NF1789;SPC MI S     -    90,691.469 3,925,907.735   MT  0.99995639   -0 36 41.9
 NF1789;SPC MI S     -   297,544.19 12,880,274.72   iFT  0.99995639   -0 36 41.9
 NF1789;UTM  16      - 4,685,975.598   642,949.537   MT  0.99985143   +1 10 04.4
 NF1789
 NF1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1789!SPC MI S     -   0.99996166  x   0.99995639  =   0.99991805
 NF1789!UTM  16      -   0.99996166  x   0.99985143  =   0.99981310
 NF1789
 NF1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4294985975(NAD 83)
 NF1789
 NF1789                          SUPERSEDED SURVEY CONTROL
 NF1789
 NF1789  NAD 83(2007)-  42 18 46.46006(N)    085 15 55.53110(W) AD(2002.00) 0
 NF1789  ELLIP H (02/10/07)  244.468  (m)                       GP(2002.00)    
 NF1789  ELLIP H (07/17/02)  244.479  (m)                       GP(       ) 4 1
 NF1789  NAD 83(1994)-  42 18 46.46015(N)    085 15 55.53173(W) AD(       ) 1
 NF1789  ELLIP H (02/03/97)  244.488  (m)                       GP(       ) 4 1
 NF1789  NAD 83(1986)-  42 18 46.46034(N)    085 15 55.54563(W) AD(       ) 1
 NF1789  NGVD 29             277.96   (m)          911.9    (f) LEVELING    3  
 NF1789
 NF1789.Superseded values are not recommended for survey control.
 NF1789
 NF1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1789.See file dsdata.pdf to determine how the superseded data were derived.
 NF1789
 NF1789_MARKER: I = METAL ROD
 NF1789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1789_STAMPING: BRADY 1992
 NF1789_MARK LOGO: HOLDEN
 NF1789_PROJECTION: FLUSH
 NF1789_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1789+STABILITY: POSITION/ELEVATION WELL
 NF1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1789+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NF1789_ROD/PIPE-DEPTH: 12.2 meters
 NF1789
 NF1789  HISTORY     - Date     Condition        Report By
 NF1789  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1789  HISTORY     - 20011128 GOOD             NGS
 NF1789  HISTORY     - 20030419 GOOD             USPSQD
 NF1789
 NF1789                          STATION DESCRIPTION
 NF1789
 NF1789'DESCRIBED BY HOLDEN GPS 1992
 NF1789'STATION IS LOCATED ABOUT 3 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1789'WITH HELMER ROAD, 5 2/5 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1789'M-66, 3 1/4 MILES WEST OF THE CENTER OF GOGUAC LAKE, 3 1/5 MILES
 NF1789'NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1789'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1789'AUGUSTA IN THE NW 1/4 OF SECTION 8 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1789'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1789'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1789'BUSINESS I-94, BEAR LEFT AND GO NORTH 1.7 MI (2.7 KM) TO THE STATION
 NF1789'ON THE RIGHT AT THE TOP OF THE SLOPE.
 NF1789'STATION IS 20 FT (6.1 M) WEST FROM A FENCE, 60 FT (18.3 M) EAST FROM
 NF1789'THE CL OF SKYLINE RD, 68 FT (20.7 M) SOUTHEAST FROM THE EDGE OF THE
 NF1789'ROAD AT THE STENCILED STATION 256+57 AND AT THE TOP OF THE BACKSLOPE.
 NF1789'STATION IS GROUND VISIBLE WITH THE USCGS BM A 336 981 M (3218.5 FT) TO
 NF1789'THE NORTH.
 NF1789
 NF1789                          STATION RECOVERY (2001)
 NF1789
 NF1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1789'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1789
 NF1789                          STATION RECOVERY (2003)
 NF1789
 NF1789'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0450 ***********************************************************************
 QL0450  DESIGNATION -  BRAMPTON
 QL0450  PID         -  QL0450
 QL0450  STATE/COUNTY-  MI/DELTA
 QL0450  COUNTRY     -  US
 QL0450  USGS QUAD   -  PERKINS (2017)
 QL0450
 QL0450                         *CURRENT SURVEY CONTROL
 QL0450  ______________________________________________________________________
 QL0450* NAD 83(1994) POSITION- 45 55 35.95482(N) 087 04 12.39670(W)   ADJUSTED
 QL0450* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 QL0450  ______________________________________________________________________
 QL0450  GEOID HEIGHT    -        -35.357 (meters)                     GEOID18
 QL0450  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 QL0450  HORZ ORDER      -  SECOND
 QL0450
 QL0450.The horizontal coordinates were established by classical geodetic methods
 QL0450.and adjusted by the National Geodetic Survey in February 1997.
 QL0450
 QL0450.The orthometric height was scaled from a topographic map.
 QL0450
 QL0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0450.GEOID18 height accuracy estimate available here.
 QL0450
 QL0450.Click photographs - Photos may exist for this station.
 QL0450
 QL0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0450
 QL0450. The following values were computed from the NAD 83(1994) position.
 QL0450
 QL0450;                    North         East     Units Scale Factor Converg.
 QL0450;SPC MI N     -   127,075.929 7,994,562.285   MT  0.99992232   -0 03 02.4
 QL0450;SPC MI N     -   416,915.78 26,228,878.89   iFT  0.99992232   -0 03 02.4
 QL0450;UTM  16      - 5,085,900.703   494,564.037   MT  0.99960036   -0 03 01.3
 QL0450
 QL0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0450!SPC MI N     -   0.99997513  x   0.99992232  =   0.99989745
 QL0450!UTM  16      -   0.99997513  x   0.99960036  =   0.99957550
 QL0450
 QL0450:                Primary Azimuth Mark                     Grid Az
 QL0450:SPC MI N     -  BRAMPTON AZ MK                           357 28 55.0
 QL0450:UTM  16      -  BRAMPTON AZ MK                           357 28 53.9
 QL0450
 QL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9456485900(NAD 83)
 QL0450
 QL0450|---------------------------------------------------------------------|
 QL0450| PID    Reference Object                     Distance      Geod. Az  |
 QL0450|                                                           dddmmss.s |
 QL0450| CJ4314 BRAMPTON RM 1                        39.348 METERS 02500     |
 QL0450| CJ4315 BRAMPTON RM 2                        27.000 METERS 13646     |
 QL0450| QL0451 TT 96 S                             100.282 METERS 17239     |
 QL0450| CJ4313 BRAMPTON AZ MK                                     3572552.6 |
 QL0450|---------------------------------------------------------------------|
 QL0450
 QL0450                          SUPERSEDED SURVEY CONTROL
 QL0450
 QL0450  NAD 83(1986)-  45 55 35.95155(N)    087 04 12.39412(W) AD(       ) 2
 QL0450  NAD 27      -  45 55 36.08000(N)    087 04 11.89500(W) AD(       ) 2
 QL0450
 QL0450.Superseded values are not recommended for survey control.
 QL0450
 QL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0450.See file dsdata.pdf to determine how the superseded data were derived.
 QL0450
 QL0450_MARKER: DS = TRIANGULATION STATION DISK
 QL0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0450_STAMPING: BRAMPTON 1954
 QL0450_MARK LOGO: CGS
 QL0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0450+STABILITY: SURFACE MOTION
 QL0450
 QL0450  HISTORY     - Date     Condition        Report By
 QL0450  HISTORY     - 1954     MONUMENTED       CGS
 QL0450
 QL0450                          STATION DESCRIPTION
 QL0450
 QL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0450'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GLADSTONE, 6 MILES WEST
 QL0450'OF RAPID RIVER AND AT THE SOUTH EDGE OF BRAMPTON.  IT IS 29 FEET WEST
 QL0450'OF THE APPROXIMATE CENTER OF STATE HIGHWAY M 35 AND 4 FEET EAST OF A
 QL0450'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0450'BRAMPTON 1954.
 QL0450'
 QL0450'REFERENCE MARK NO 1 IS 30 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QL0450'BRAMPTON NO 1 1954.
 QL0450'
 QL0450'REFERENCE MARK NO 2 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QL0450'BRAMPTON NO 2 1954.
 QL0450'
 QL0450'AZIMUTH MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35, 8 FEET SOUTHEAST OF A 24 INCH ELM TREE, 4 FEET WEST OF A
 QL0450'FENCE AND 2 FEET SOUTH-SOUTH WEST OF A WITNESS POST.  THE MARK
 QL0450'PROJECTS 5 INCHES AND THE DISK IS STAMPED BRAMPTON 1954.
 QL0450'
 QL0450'TT 96-S-1930 IS 30 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35 AND 20 FEET SOUTHWEST OF A TELEPHONE POLE NO 6.  THE MARK
 QL0450'IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 18 INCHES WITH A
 QL0450'STANDARD U S GEOLOGICAL BENCH MARK DISK SET IN THE APPROXIMATE CENTER
 QL0450'OF THE POST.  THE DISK IS STAMPED TT 96-S-1930.
 QL0450'
 QL0450'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRAMPTON
 QL0450'1954 TO TT 96- S-1930 (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 QL0450'
 QL0450'TO REACH FROM THE POST OFFICE IN BRAMPTON, GO SOUTH ON STATE HIGHWAY M
 QL0450'35 FOR 0.15 MILE AND THE STATION AS DESCRIBED.
 QL0450'
 QL0450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 QL0450'M 35 FOR 0.3 MILE AND THE MARK ON THE RIGHT.
 QL0450'
 QL0450'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0445 ***********************************************************************
 PL0445  DESIGNATION -  BRANCH
 PL0445  PID         -  PL0445
 PL0445  STATE/COUNTY-  MI/OGEMAW
 PL0445  COUNTRY     -  US
 PL0445  USGS QUAD   -  WEST BRANCH (2017)
 PL0445
 PL0445                         *CURRENT SURVEY CONTROL
 PL0445  ______________________________________________________________________
 PL0445* NAD 83(1994) POSITION- 44 15 00.76711(N) 084 14 28.49995(W)   ADJUSTED
 PL0445* NAVD 88 ORTHO HEIGHT -   332.7   (meters)     1092.    (feet) VERTCON3
 PL0445  ______________________________________________________________________
 PL0445  GEOID HEIGHT    -        -34.893 (meters)                     GEOID18
 PL0445  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 PL0445  HORZ ORDER      -  SECOND
 PL0445
 PL0445.The horizontal coordinates were established by classical geodetic methods
 PL0445.and adjusted by the National Geodetic Survey in February 1997.
 PL0445
 PL0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0445
 PL0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0445.GEOID18 height accuracy estimate available here.
 PL0445
 PL0445.Click photographs - Photos may exist for this station.
 PL0445
 PL0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0445
 PL0445. The following values were computed from the NAD 83(1994) position.
 PL0445
 PL0445;                    North         East     Units Scale Factor Converg.
 PL0445;SPC MI C     -   103,745.344 6,010,016.673   MT  0.99998534   +0 05 18.9
 PL0445;SPC MI C     -   340,371.86 19,717,902.47   iFT  0.99998534   +0 05 18.9
 PL0445;UTM  16      - 4,903,365.548   720,251.037   MT  1.00019664   +1 55 32.9
 PL0445
 PL0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0445!SPC MI C     -   0.99995331  x   0.99998534  =   0.99993865
 PL0445!UTM  16      -   0.99995331  x   1.00019664  =   1.00014994
 PL0445
 PL0445:                Primary Azimuth Mark                     Grid Az
 PL0445:SPC MI C     -  BRANCH AZ MK                             115 41 51.4
 PL0445:UTM  16      -  BRANCH AZ MK                             113 51 37.4
 PL0445
 PL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2025103365(NAD 83)
 PL0445
 PL0445|---------------------------------------------------------------------|
 PL0445| PID    Reference Object                     Distance      Geod. Az  |
 PL0445|                                                           dddmmss.s |
 PL0445| PL0444 WEST BRANCH SE MUN TANK             APPROX. 2.3 KM 0243421.9 |
 PL0445| PL0453 BRANCH AZ MK                        APPROX. 1.0 KM 1154710.3 |
 PL0445| CH1749 BRANCH RM 1                          19.964 METERS 14128     |
 PL0445| CH1750 BRANCH RM 2                          15.431 METERS 29221     |
 PL0445|---------------------------------------------------------------------|
 PL0445
 PL0445                          SUPERSEDED SURVEY CONTROL
 PL0445
 PL0445  NAD 83(1986)-  44 15 00.76121(N)    084 14 28.51026(W) AD(       ) 2
 PL0445  NAD 27      -  44 15 00.69016(N)    084 14 28.50383(W) AD(       ) 2
 PL0445  NGVD 29 (07/19/86)  332.8    (m)         1092.     (f) VERT ANG       
 PL0445
 PL0445.Superseded values are not recommended for survey control.
 PL0445
 PL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0445.See file dsdata.pdf to determine how the superseded data were derived.
 PL0445
 PL0445_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0445_STAMPING: BRANCH 1981
 PL0445_MARK LOGO: NGS
 PL0445_PROJECTION: FLUSH
 PL0445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0445+STABILITY: SURFACE MOTION
 PL0445
 PL0445  HISTORY     - Date     Condition        Report By
 PL0445  HISTORY     - 1981     MONUMENTED       NGS
 PL0445  HISTORY     - 20090731 GOOD             GEOCAC
 PL0445
 PL0445                          STATION DESCRIPTION
 PL0445
 PL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0445'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI) EAST-SOUTHEAST OF
 PL0445'PRUDENVILLE, 8.8 KM (5-1/2 MI) NORTH-NORTHEAST OF EDWARDS, 3.2 KM
 PL0445'(2 MI) SOUTH OF WEST BRANCH, ON HIGHWAY RIGHT-OF-WAY, AND IN THE
 PL0445'SW1/4,S31,T22N,R1E OF WEST BRANCH TOWNSHIP.  OWNERSHIP--MICHIGAN DEPT
 PL0445'OF STATE HIGHWAYS, P.O. BOX DRAWER K, LANSING MI 48904, TELEPHONE
 PL0445'NUMBER 517-373-2120.
 PL0445'
 PL0445'TO REACH THE STATION FROM THE OVERPASS OF STATE HIGHWAY 55 ON
 PL0445'INTERSTATE HIGHWAY 75, ABOUT 3.2 KM (2 MI) WEST OF WEST BRANCH, GO
 PL0445'SOUTHEASTERLY ON INTERSTATE 75 FOR 4.0 KM (2.5 MI) TO THE CENTER OF AN
 PL0445'OVERPASS (STATE HIGHWAY 30).  CONTINUE SOUTHEASTERLY ON INTERSTATE 75
 PL0445'FOR 0.8 KM (0.5 MI) TO A GRASS COVERED CUT BANK ON THE RIGHT, JUST
 PL0445'BEFORE A GRAVEL CROSSOVER ON THE LEFT. TURN SHARP RIGHT AND GO
 PL0445'WESTERLY UPHILL ON A DIM TRACK ROAD FOR 0.1 KM (0.05 MI) TO THE TOP OF
 PL0445'THE CUT BANK AND THE STATION.
 PL0445'
 PL0445'THE STATION IS A STANDARD NGS DISK STAMPED---BRANCH 1981---, SET INTO
 PL0445'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 PL0445'GROUND.  IT IS LOCATED 9.75 METERS (32.0 FT) SOUTHWEST FROM THE EDGE
 PL0445'OF AN EMBANKMENT AND 4.78 METERS (15.7 FT) NORTHEAST FROM A FENCE LINE
 PL0445'AND A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2
 PL0445'METERS BELOW THE SURFACE.
 PL0445'
 PL0445'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 PL0445'---BRANCH NO 1 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PL0445'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 18.65 METERS
 PL0445'(61.2 FT) EAST-SOUTHEAST FROM THE METAL WITNESS POST AND 0.36 METER
 PL0445'(1.2 FT) NORTHEAST FROM THE FENCE LINE.  MARK IS BELOW STATION 3.0
 PL0445'METERS.
 PL0445'
 PL0445'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 PL0445'---BRANCH NO 2 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PL0445'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.85 METERS
 PL0445'(52.0 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST AND 0.61 METER
 PL0445'(2.0 FT) NORTHEAST FROM THE FENCE LINE.  MARK IS ABOVE STATION 0.6
 PL0445'METERS.
 PL0445'
 PL0445'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 PL0445'---BRANCH 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 3 CM
 PL0445'IN DIAMETER RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 9.63 METERS
 PL0445'(31.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF SOUTH BOUND LANES OF
 PL0445'INTERSTATE 75, 5.02 METERS (16.5 FT) NORTH-NORTHEAST FROM THE CENTER
 PL0445'OF THE PAVED EXIT RAMP, AND 1.98 METERS (6.5 FT) EAST-SOUTHEAST FROM
 PL0445'THE CENTER ONE OF THREE METAL LEGS ON AN EXIT SIGN.
 PL0445'
 PL0445'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY ON
 PL0445'INTERSTATE 75 FOR 0.9 KM (0.55 MI) TO EXIT 212 AND THE AZIMUTH MARK IN
 PL0445'THE FORK, BETWEEN THE SOUTHBOUND LANE AND THE EXIT RAMP OF INTERSTATE
 PL0445'75.
 PL0445'
 PL0445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.  NO MEASUREMENT
 PL0445'BETWEEN THE REFERENCE MARKS DUE TO THE EXTREME DIFFERENCE IN
 PL0445'ELEVATION.
 PL0445'
 PL0445'DESCRIBED BY G.M. RIVERS.
 PL0445
 PL0445                          STATION RECOVERY (2009)
 PL0445
 PL0445'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 PL0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0453 ***********************************************************************
 PL0453  DESIGNATION -  BRANCH AZ MK
 PL0453  PID         -  PL0453
 PL0453  STATE/COUNTY-  MI/OGEMAW
 PL0453  COUNTRY     -  US
 PL0453  USGS QUAD   -  STERLING NW (2017)
 PL0453
 PL0453                         *CURRENT SURVEY CONTROL
 PL0453  ______________________________________________________________________
 PL0453* NAD 83(1994) POSITION- 44 14 47.25331(N) 084 13 49.59183(W)   ADJUSTED
 PL0453* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) VERTCON3
 PL0453  ______________________________________________________________________
 PL0453  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 PL0453  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 PL0453  HORZ ORDER      -  SECOND
 PL0453
 PL0453.The horizontal coordinates were established by classical geodetic methods
 PL0453.and adjusted by the National Geodetic Survey in February 1997.
 PL0453
 PL0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0453
 PL0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0453.GEOID18 height accuracy estimate available here.
 PL0453
 PL0453.Click photographs - Photos may exist for this station.
 PL0453
 PL0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0453
 PL0453. The following values were computed from the NAD 83(1994) position.
 PL0453
 PL0453;                    North         East     Units Scale Factor Converg.
 PL0453;SPC MI C     -   103,329.628 6,010,880.562   MT  0.99998613   +0 05 46.4
 PL0453;SPC MI C     -   339,007.97 19,720,736.75   iFT  0.99998613   +0 05 46.4
 PL0453;UTM  16      - 4,902,977.658   721,127.996   MT  1.00020140   +1 55 59.6
 PL0453
 PL0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0453!SPC MI C     -   0.99995830  x   0.99998613  =   0.99994443
 PL0453!UTM  16      -   0.99995830  x   1.00020140  =   1.00015969
 PL0453
 PL0453:                Primary Azimuth Mark                     Grid Az
 PL0453:SPC MI C     -  BRANCH                                   295 41 51.1
 PL0453:UTM  16      -  BRANCH                                   293 51 37.9
 PL0453
 PL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2112702977(NAD 83)
 PL0453
 PL0453|---------------------------------------------------------------------|
 PL0453| PID    Reference Object                     Distance      Geod. Az  |
 PL0453|                                                           dddmmss.s |
 PL0453| PL0444 WEST BRANCH SE MUN TANK             APPROX. 2.5 KM 0021555.2 |
 PL0453| PL0445 BRANCH                              APPROX. 1.0 KM 2954737.5 |
 PL0453|---------------------------------------------------------------------|
 PL0453
 PL0453                          SUPERSEDED SURVEY CONTROL
 PL0453
 PL0453  NAD 83(1986)-  44 14 47.24730(N)    084 13 49.60221(W) AD(       ) 2
 PL0453  NAD 27      -  44 14 47.17623(N)    084 13 49.59702(W) AD(       ) 2
 PL0453  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 PL0453
 PL0453.Superseded values are not recommended for survey control.
 PL0453
 PL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0453.See file dsdata.pdf to determine how the superseded data were derived.
 PL0453
 PL0453_MARKER: DZ = AZIMUTH MARK DISK
 PL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0453_STAMPING: BRANCH 1981
 PL0453_MARK LOGO: NGS
 PL0453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0453+STABILITY: SURFACE MOTION
 PL0453
 PL0453  HISTORY     - Date     Condition        Report By
 PL0453  HISTORY     - 1981     MONUMENTED       NGS
 PL0453
 PL0453                          STATION DESCRIPTION
 PL0453
 PL0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0453'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI) EAST-SOUTHEAST
 PL0453'OF PRUDENVILLE, 8.8 KM (5-1/2 MI) NORTH-NORTHEAST OF EDWARDS,
 PL0453'3.2 KM (2 MI) SOUTH OF WEST BRANCH, IN THE SE1/4,S31,T22N,R1E
 PL0453'OF WEST BRANCH TOWNSHIP, AND ON HIGHWAY RIGHT-OF-WAY AT
 PL0453'EXIT 212 ON INTERSTATE HIGHWAY 75.
 PL0453'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0453'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0453'
 PL0453'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0453'STAMPED---BRANCH 1981---,
 PL0453'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0453'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PL0453'9.63 METERS (31.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 PL0453'SOUTH BOUND LANE OF INTERSTATE 75,
 PL0453'5.02 METERS (16.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 PL0453'PAVED EXIT 212 RAMP, AND
 PL0453'1.98 METERS (6.5 FT) EAST-SOUTHEAST FROM THE CENTER ONE OF THREE
 PL0453'METAL LEGS ON AN EXIT SIGN.
 PL0453'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0453'STAMPED---BRANCH 1981---,
 PL0453'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0453'
 PL0453'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0453'
 PL0453'DESCRIBED BY G.M. RIVERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0189 ***********************************************************************
 RJ0189  DESIGNATION -  BRANDER
 RJ0189  PID         -  RJ0189
 RJ0189  STATE/COUNTY-  MI/CHIPPEWA
 RJ0189  COUNTRY     -  US
 RJ0189  USGS QUAD   -  OAK RIDGE (2017)
 RJ0189
 RJ0189                         *CURRENT SURVEY CONTROL
 RJ0189  ______________________________________________________________________
 RJ0189* NAD 83(1986) POSITION- 46 17 19.     (N) 084 09 20.     (W)   SCALED
 RJ0189* NAVD 88 ORTHO HEIGHT -   204.385 (meters)      670.55  (feet) ADJUSTED
 RJ0189  ______________________________________________________________________
 RJ0189  GEOID HEIGHT    -        -36.550 (meters)                     GEOID18
 RJ0189  DYNAMIC HEIGHT  -        204.396 (meters)      670.59  (feet) COMP
 RJ0189  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 RJ0189
 RJ0189  VERT ORDER      -  FIRST     CLASS I
 RJ0189
 RJ0189.The horizontal coordinates were scaled from a map and have
 RJ0189.an estimated accuracy of +/- 6 seconds.
 RJ0189
 RJ0189.The orthometric height was determined by differential leveling and
 RJ0189.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0189.in June 1991.
 RJ0189
 RJ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0189.GEOID18 height accuracy estimate available here.
 RJ0189
 RJ0189.Click photographs - Photos may exist for this station.
 RJ0189
 RJ0189.The dynamic height is computed by dividing the NAVD 88
 RJ0189.geopotential number by the normal gravity value computed on the
 RJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0189.degrees latitude (g = 980.6199 gals.).
 RJ0189
 RJ0189.The modeled gravity was interpolated from observed gravity values.
 RJ0189
 RJ0189;                    North         East    Units  Estimated Accuracy
 RJ0189;SPC MI N     -   171,230.    8,219,120.      MT  (+/- 180 meters Scaled)
 RJ0189
 RJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS191300(NAD 83)
 RJ0189
 RJ0189                          SUPERSEDED SURVEY CONTROL
 RJ0189
 RJ0189  NGVD 29 (??/??/92)  204.46   (m)          670.8    (f) COMPUTED    1 1
 RJ0189
 RJ0189.Superseded values are not recommended for survey control.
 RJ0189
 RJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0189.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0189
 RJ0189_MARKER: Z = SEE DESCRIPTION
 RJ0189_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0189+WITH SETTING: INTO GROUND
 RJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0189+STABILITY: SURFACE MOTION
 RJ0189
 RJ0189  HISTORY     - Date     Condition        Report By
 RJ0189  HISTORY     - 1969     MONUMENTED       NONE
 RJ0189  HISTORY     - 1969     GOOD             USLS
 RJ0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0189
 RJ0189                          STATION DESCRIPTION
 RJ0189
 RJ0189'DESCRIBED BY US LAKE SURVEY 1969
 RJ0189'AT NEEBISH ISLAND.
 RJ0189'BRANDER IS ON THE EAST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY,
 RJ0189'MICHIGAN, ABOUT 2.8 MILES EAST OF NEEBISH ISLAND FERRY DOCK,
 RJ0189'53.8 FEET NORTHEAST OF STREET SIGN, 41 FEET NORTH OF CENTERLINE
 RJ0189'OF 15 MILE ROAD, 33 FEET WEST OF CENTERLINE OF BRANDER ROAD,
 RJ0189'6.0 FEET NORTH OF UTILITY POLE NO. NE7-41-1, 1-FOOT BELOW
 RJ0189'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0189'IRON ROD, 10 FEET LONG.
 RJ0189
 RJ0189                          STATION RECOVERY (1983)
 RJ0189
 RJ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0189'NOT RECOVERED.  EXTENSIVE DIGGING WAS DONE IN THE AREA, BUT TO NO
 RJ0189'AVAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0815 ***********************************************************************
 RJ0815  DESIGNATION -  BRASSAR
 RJ0815  PID         -  RJ0815
 RJ0815  STATE/COUNTY-  MI/CHIPPEWA
 RJ0815  COUNTRY     -  US
 RJ0815  USGS QUAD   -  PAYMENT (2017)
 RJ0815
 RJ0815                         *CURRENT SURVEY CONTROL
 RJ0815  ______________________________________________________________________
 RJ0815* NAD 83(1994) POSITION- 46 30 20.78367(N) 084 14 46.88235(W)   ADJUSTED
 RJ0815* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0815  ______________________________________________________________________
 RJ0815  GEOID HEIGHT    -        -36.729 (meters)                     GEOID18
 RJ0815  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 RJ0815  HORZ ORDER      -  THIRD
 RJ0815
 RJ0815.The horizontal coordinates were established by classical geodetic methods
 RJ0815.and adjusted by the National Geodetic Survey in February 1997.
 RJ0815
 RJ0815.The orthometric height was scaled from a topographic map.
 RJ0815
 RJ0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0815.GEOID18 height accuracy estimate available here.
 RJ0815
 RJ0815.Click photographs - Photos may exist for this station.
 RJ0815
 RJ0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0815
 RJ0815. The following values were computed from the NAD 83(1994) position.
 RJ0815
 RJ0815;                    North         East     Units Scale Factor Converg.
 RJ0815;SPC MI N     -   195,110.142 8,211,292.990   MT  0.99991022   +1 59 25.1
 RJ0815;SPC MI N     -   640,125.14 26,939,937.63   iFT  0.99991022   +1 59 25.1
 RJ0815;SPC MI C     -   354,427.108 6,009,237.010   MT  1.00028682   +0 05 06.0
 RJ0815;SPC MI C     - 1,162,818.60 19,715,344.52   iFT  1.00028682   +0 05 06.0
 RJ0815;UTM  16      - 5,153,929.137   711,265.743   MT  1.00014866   +1 59 54.1
 RJ0815
 RJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0815!SPC MI N     -   0.99997817  x   0.99991022  =   0.99988839
 RJ0815!SPC MI C     -   0.99997817  x   1.00028682  =   1.00026498
 RJ0815!UTM  16      -   0.99997817  x   1.00014866  =   1.00012682
 RJ0815
 RJ0815:                Primary Azimuth Mark                     Grid Az
 RJ0815:SPC MI N     -  CASS                                     204 10 46.5
 RJ0815:SPC MI C     -  CASS                                     206 05 05.6
 RJ0815:UTM  16      -  CASS                                     204 10 17.5
 RJ0815
 RJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1126553929(NAD 83)
 RJ0815
 RJ0815|---------------------------------------------------------------------|
 RJ0815| PID    Reference Object                     Distance      Geod. Az  |
 RJ0815|                                                           dddmmss.s |
 RJ0815| RJ0819 CASS                                APPROX. 0.5 KM 2061011.6 |
 RJ0815| RJ0816 31                                   11.258 METERS 22657     |
 RJ0815|---------------------------------------------------------------------|
 RJ0815
 RJ0815                          SUPERSEDED SURVEY CONTROL
 RJ0815
 RJ0815  NAD 83(1986)-  46 30 20.77008(N)    084 14 46.90045(W) AD(       ) 3
 RJ0815  NAD 27      -  46 30 20.69300(N)    084 14 46.76600(W) AD(       ) 3
 RJ0815
 RJ0815.Superseded values are not recommended for survey control.
 RJ0815
 RJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0815.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0815
 RJ0815_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0815_MARK LOGO: IBC
 RJ0815_PROJECTION: FLUSH
 RJ0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0815
 RJ0815  HISTORY     - Date     Condition        Report By
 RJ0815  HISTORY     - 1943     MONUMENTED       IBC
 RJ0815  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0815
 RJ0815                          STATION DESCRIPTION
 RJ0815
 RJ0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0815'ON SUGAR ISLAND, 2-3/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0815'BRASSAR POINT.  IT IS 30 FEET BACK FROM AND 4 FEET ABOVE THE
 RJ0815'HIGH - WATER MARK.  IT IS ON GRASSY SLOPE, 25 FEET W OF TOP OF HIGH
 RJ0815'GROUND, AND 60 FEET W OF CORNER OF VACANT HOUSE.
 RJ0815'
 RJ0815'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0815'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0815'FLUSH WITH GROUND.  SUBSURFACE MARK IS NO 8 COPPER WIRE SET IN
 RJ0815'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES LONG SET
 RJ0815'22 INCHES UNDERGROUND.
 RJ0815'
 RJ0815'REFERENCE MARK IS A 1/2 INCH DRILL HOLE 3/4 INCH DEEP IN A GRANITE
 RJ0815'OUTCROPPING ROCK.  IT IS 22.21 FEET FROM STATION,
 RJ0815'N 13 DEG 38 MIN E.
 RJ0815'
 RJ0815'STATION 31 (U S L S) IS 36.94 FEET FROM STATION, S 46 DEG 57 MIN W.
 RJ0815
 RJ0815                          STATION RECOVERY (1958)
 RJ0815
 RJ0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0815'STATION WAS NOT RECOVERED.  BELIEVE SURFACE MARK IS GONE, BUT
 RJ0815'UNDERGROUND PROBABLY STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4960 ***********************************************************************
 DL4960  DESIGNATION -  BRCH REF A
 DL4960  PID         -  DL4960
 DL4960  STATE/COUNTY-  MI/SAGINAW
 DL4960  COUNTRY     -  US
 DL4960  USGS QUAD   -  BIRCH RUN SOUTH (2017)
 DL4960
 DL4960                         *CURRENT SURVEY CONTROL
 DL4960  ______________________________________________________________________
 DL4960* NAD 83(2011) POSITION- 43 14 59.49952(N) 083 52 14.77431(W)   ADJUSTED
 DL4960* NAD 83(2011) ELLIP HT-   153.202 (meters)        (06/27/12)   ADJUSTED
 DL4960* NAD 83(2011) EPOCH   -  2010.00
 DL4960* NAVD 88 ORTHO HEIGHT -   187.325 (meters)      614.58  (feet) ADJUSTED
 DL4960  ______________________________________________________________________
 DL4960  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 DL4960  NAD 83(2011) X  -    496,816.501 (meters)                     COMP
 DL4960  NAD 83(2011) Y  - -4,626,490.643 (meters)                     COMP
 DL4960  NAD 83(2011) Z  -  4,347,866.558 (meters)                     COMP
 DL4960  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DL4960  DYNAMIC HEIGHT  -        187.282 (meters)      614.44  (feet) COMP
 DL4960  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 DL4960
 DL4960  VERT ORDER      -  FIRST     CLASS II
 DL4960
 DL4960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4960  Standards:
 DL4960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4960  -------------------------------------------------------------------
 DL4960  NETWORK    0.34   0.57           0.14   0.14   0.29      0.04799508
 DL4960  -------------------------------------------------------------------
 DL4960  Click here for local accuracies and other accuracy information.
 DL4960
 DL4960.The horizontal coordinates were established by GPS observations
 DL4960.and adjusted by the National Geodetic Survey in June 2012.
 DL4960
 DL4960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4960.been affixed to the stable North American tectonic plate. See 
 DL4960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4960
 DL4960.The horizontal coordinates are valid at the epoch date displayed above
 DL4960.which is a decimal equivalence of Year/Month/Day.
 DL4960
 DL4960.The orthometric height was determined by differential leveling and
 DL4960.adjusted by the NATIONAL GEODETIC SURVEY
 DL4960.in October 2009.
 DL4960
 DL4960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4960.GEOID18 height accuracy estimate available here.
 DL4960
 DL4960.Click photographs - Photos may exist for this station.
 DL4960
 DL4960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4960
 DL4960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4960
 DL4960.The ellipsoidal height was determined by GPS observations
 DL4960.and is referenced to NAD 83.
 DL4960
 DL4960.The dynamic height is computed by dividing the NAVD 88
 DL4960.geopotential number by the normal gravity value computed on the
 DL4960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4960.degrees latitude (g = 980.6199 gals.).
 DL4960
 DL4960.The modeled gravity was interpolated from observed gravity values.
 DL4960
 DL4960. The following values were computed from the NAD 83(2011) position.
 DL4960
 DL4960;                    North         East     Units Scale Factor Converg.
 DL4960;SPC MI S     -   194,491.177 4,040,268.442   MT  0.99992712   +0 20 14.9
 DL4960;SPC MI S     -   638,094.41 13,255,473.89   iFT  0.99992712   +0 20 14.9
 DL4960;UTM  17      - 4,792,564.107   266,952.484   MT  1.00026815   -1 58 04.4
 DL4960
 DL4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4960!SPC MI S     -   0.99997598  x   0.99992712  =   0.99990310
 DL4960!UTM  17      -   0.99997598  x   1.00026815  =   1.00024412
 DL4960
 DL4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6695292564(NAD 83)
 DL4960
 DL4960|---------------------------------------------------------------------|
 DL4960| PID    Reference Object                     Distance      Geod. Az  |
 DL4960|                                                           dddmmss.s |
 DL4960| DG6511 TAYMOUTH CORS ARP                   303.513 METERS 07022     |
 DL4960|---------------------------------------------------------------------|
 DL4960
 DL4960                          SUPERSEDED SURVEY CONTROL
 DL4960
 DL4960  NAD 83(2007)-  43 14 59.49960(N)    083 52 14.77500(W) AD(2002.00) B
 DL4960  ELLIP H (10/19/09)  153.212  (m)                       GP(2002.00) 1 1
 DL4960
 DL4960.Superseded values are not recommended for survey control.
 DL4960
 DL4960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4960.See file dsdata.pdf to determine how the superseded data were derived.
 DL4960
 DL4960_MARKER: DD = SURVEY DISK
 DL4960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4960_STAMPING: BRCH REF A 2008
 DL4960_MARK LOGO: MIDT
 DL4960_PROJECTION: FLUSH
 DL4960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4960+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DL4960
 DL4960  HISTORY     - Date     Condition        Report By
 DL4960  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4960  HISTORY     - 20200603 GOOD             MIDT
 DL4960
 DL4960                          STATION DESCRIPTION
 DL4960
 DL4960'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4960'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF BRIDGEPORT, 5.2
 DL4960'MI (8.4 KM) NORTH-NORTHEAST OF MONTROSE AND 3.9 MI (6.3 KM) WEST OF
 DL4960'BIRCH RUN.
 DL4960'
 DL4960'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4960'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4960'GO WEST ON BIRCH RUN ROAD FOR 4.7 MI (7.6 KM) TO MORSEVILLE ROAD,
 DL4960'CONTINUE WEST ON BIRCH RUN ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON
 DL4960'THE LEFT.
 DL4960'
 DL4960'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4960'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4960'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4960'
 DL4960'THE STATION IS 10 FT (3.0 M) SOUTH OF EDGE OF PAVEMENT OF BIRCH RUN
 DL4960'ROAD, 2 FT (0.6 M) SOUTH OF A METAL GUARDRAIL, AND 3.3 FT (1.0 M)
 DL4960'NORTH OF AN ORANGE CARSONITE WITNESS POST.
 DL4960
 DL4960                          STATION RECOVERY (2020)
 DL4960
 DL4960'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 DL4960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4961 ***********************************************************************
 DL4961  DESIGNATION -  BRCH REF B
 DL4961  PID         -  DL4961
 DL4961  STATE/COUNTY-  MI/SAGINAW
 DL4961  COUNTRY     -  US
 DL4961  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL4961
 DL4961                         *CURRENT SURVEY CONTROL
 DL4961  ______________________________________________________________________
 DL4961* NAD 83(2011) POSITION- 43 15 00.36263(N) 083 51 43.71594(W)   ADJUSTED
 DL4961* NAD 83(2011) ELLIP HT-   154.532 (meters)        (06/27/12)   ADJUSTED
 DL4961* NAD 83(2011) EPOCH   -  2010.00
 DL4961* NAVD 88 ORTHO HEIGHT -   188.664 (meters)      618.98  (feet) ADJUSTED
 DL4961  ______________________________________________________________________
 DL4961  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 DL4961  NAD 83(2011) X  -    497,511.283 (meters)                     COMP
 DL4961  NAD 83(2011) Y  - -4,626,398.599 (meters)                     COMP
 DL4961  NAD 83(2011) Z  -  4,347,886.870 (meters)                     COMP
 DL4961  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DL4961  DYNAMIC HEIGHT  -        188.621 (meters)      618.83  (feet) COMP
 DL4961  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 DL4961
 DL4961  VERT ORDER      -  FIRST     CLASS II
 DL4961
 DL4961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4961  Standards:
 DL4961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4961  -------------------------------------------------------------------
 DL4961  NETWORK    0.34   0.57           0.14   0.14   0.29      0.05096496
 DL4961  -------------------------------------------------------------------
 DL4961  Click here for local accuracies and other accuracy information.
 DL4961
 DL4961.The horizontal coordinates were established by GPS observations
 DL4961.and adjusted by the National Geodetic Survey in June 2012.
 DL4961
 DL4961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4961.been affixed to the stable North American tectonic plate. See 
 DL4961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4961
 DL4961.The horizontal coordinates are valid at the epoch date displayed above
 DL4961.which is a decimal equivalence of Year/Month/Day.
 DL4961
 DL4961.The orthometric height was determined by differential leveling and
 DL4961.adjusted by the NATIONAL GEODETIC SURVEY
 DL4961.in October 2009.
 DL4961
 DL4961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4961.GEOID18 height accuracy estimate available here.
 DL4961
 DL4961.Click photographs - Photos may exist for this station.
 DL4961
 DL4961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4961
 DL4961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4961
 DL4961.The ellipsoidal height was determined by GPS observations
 DL4961.and is referenced to NAD 83.
 DL4961
 DL4961.The dynamic height is computed by dividing the NAVD 88
 DL4961.geopotential number by the normal gravity value computed on the
 DL4961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4961.degrees latitude (g = 980.6199 gals.).
 DL4961
 DL4961.The modeled gravity was interpolated from observed gravity values.
 DL4961
 DL4961. The following values were computed from the NAD 83(2011) position.
 DL4961
 DL4961;                    North         East     Units Scale Factor Converg.
 DL4961;SPC MI S     -   194,521.973 4,040,968.842   MT  0.99992715   +0 20 36.0
 DL4961;SPC MI S     -   638,195.45 13,257,771.79   iFT  0.99992715   +0 20 36.0
 DL4961;UTM  17      - 4,792,566.706   267,653.793   MT  1.00026413   -1 57 43.1
 DL4961
 DL4961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4961!SPC MI S     -   0.99997577  x   0.99992715  =   0.99990292
 DL4961!UTM  17      -   0.99997577  x   1.00026413  =   1.00023989
 DL4961
 DL4961:                Primary Azimuth Mark                     Grid Az
 DL4961:SPC MI S     -  TAYMOUTH CORS ARP                        279 57 15.3
 DL4961:UTM  17      -  TAYMOUTH CORS ARP                        282 15 34.4
 DL4961
 DL4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6765392566(NAD 83)
 DL4961
 DL4961|---------------------------------------------------------------------|
 DL4961| PID    Reference Object                     Distance      Geod. Az  |
 DL4961|                                                           dddmmss.s |
 DL4961| DG6511 TAYMOUTH CORS ARP                   421.536 METERS 2801751.3 |
 DL4961|---------------------------------------------------------------------|
 DL4961
 DL4961                          SUPERSEDED SURVEY CONTROL
 DL4961
 DL4961  NAD 83(2007)-  43 15 00.36271(N)    083 51 43.71663(W) AD(2002.00) B
 DL4961  ELLIP H (10/19/09)  154.542  (m)                       GP(2002.00) 1 1
 DL4961
 DL4961.Superseded values are not recommended for survey control.
 DL4961
 DL4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4961.See file dsdata.pdf to determine how the superseded data were derived.
 DL4961
 DL4961_MARKER: DD = SURVEY DISK
 DL4961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4961_STAMPING: BRCH REF B 2008
 DL4961_MARK LOGO: MIDT
 DL4961_PROJECTION: FLUSH
 DL4961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4961+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DL4961
 DL4961  HISTORY     - Date     Condition        Report By
 DL4961  HISTORY     - 20080510 MONUMENTED       COLEM
 DL4961
 DL4961                          STATION DESCRIPTION
 DL4961
 DL4961'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4961'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF BRIDGEPORT, 5.3
 DL4961'MI (8.5 KM) NORTH-NORTHEAST OF MONTROSE AND 3.4 MI (5.5 KM) WEST OF
 DL4961'BIRCH RUN.
 DL4961'
 DL4961'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (STATE
 DL4961'HIGHWAY 23) WITH BIRCH RUN ROAD (EXIT 136), LOCATED IN BIRCH RUN, MI,
 DL4961'GO WEST ON BIRCH RUN ROAD FOR 4.0 MI (6.4 KM) TO MARSHALL ROAD,
 DL4961'CONTINUE WEST ON BIRCH RUN ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DL4961'THE RIGHT.
 DL4961'
 DL4961'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4961'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4961'CONCRETE POST SET TO A DEPTH OF 8 FT (2.4 M),
 DL4961'
 DL4961'THE STATION IS 18 FT (5.5 M) NORTH OF EDGE OF PAVEMENT OF BIRCH RUN
 DL4961'ROAD, AND 1 FT (0.3 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5182 ***********************************************************************
 DL5182  DESIGNATION -  BRCH VC CORS BASEMARK
 DL5182  PID         -  DL5182
 DL5182  STATE/COUNTY-  MI/SAGINAW
 DL5182  COUNTRY     -  US
 DL5182  USGS QUAD   -  BIRCH RUN NORTH (2017)
 DL5182
 DL5182                         *CURRENT SURVEY CONTROL
 DL5182  ______________________________________________________________________
 DL5182* NAD 83(1986) POSITION- 43 15 02.80   (N) 083 52 02.10   (W)   HD_HELD1
 DL5182* NAVD 88 ORTHO HEIGHT -   190.149 (meters)      623.85  (feet) ADJUSTED
 DL5182  ______________________________________________________________________
 DL5182  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 DL5182  DYNAMIC HEIGHT  -        190.106 (meters)      623.71  (feet) COMP
 DL5182  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DL5182
 DL5182  VERT ORDER      -  FIRST     CLASS II
 DL5182
 DL5182.The horizontal coordinates were determined by differentially corrected
 DL5182.hand held GPS observations or other comparable positioning techniques
 DL5182.and have an estimated accuracy of +/- 3 meters.
 DL5182
 DL5182.The orthometric height was determined by differential leveling and
 DL5182.adjusted by the NATIONAL GEODETIC SURVEY
 DL5182.in October 2009.
 DL5182
 DL5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5182.GEOID18 height accuracy estimate available here.
 DL5182
 DL5182.Click photographs - Photos may exist for this station.
 DL5182
 DL5182.The dynamic height is computed by dividing the NAVD 88
 DL5182.geopotential number by the normal gravity value computed on the
 DL5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5182.degrees latitude (g = 980.6199 gals.).
 DL5182
 DL5182.The modeled gravity was interpolated from observed gravity values.
 DL5182
 DL5182;                    North         East    Units  Estimated Accuracy
 DL5182;SPC MI S     -   194,594.7   4,040,553.7     MT  (+/- 3 meters HH1 GPS) 
 DL5182
 DL5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6724192656(NAD 83)
 DL5182
 DL5182                          SUPERSEDED SURVEY CONTROL
 DL5182
 DL5182.No superseded survey control is available for this station.
 DL5182
 DL5182_MARKER: DD = SURVEY DISK
 DL5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5182_STAMPING: BRCH VC
 DL5182_MARK LOGO: MIDT
 DL5182_PROJECTION: PROJECTING 117 CENTIMETERS
 DL5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5182+STABILITY: SURFACE MOTION
 DL5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5182+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2024
 DL5182
 DL5182  HISTORY     - Date     Condition        Report By
 DL5182  HISTORY     - 2008     MONUMENTED       MIDT
 DL5182  HISTORY     - 20240618 GOOD             MIDT
 DL5182
 DL5182                          STATION DESCRIPTION
 DL5182
 DL5182'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 DL5182'THE STATION IS 12.5 MI (20.1 KM) SOUTH-SOUTHEAST OF SAGINAW AND 3.7 MI
 DL5182'(6.0 KM) WEST OF BIRCH RUN, MI.  AT THE BIRCH RUN TOWN FIRE DEPARTMENT
 DL5182'AND SET VERTICALLY IN THE WEST FACE OF THE BRCH CORS BASE.
 DL5182'
 DL5182'THE STATION IS LOCATED 30.8 FT (9.4 M) SOUTH-SOUTHEAST OF THE SOUTH
 DL5182'FACE OF A PINE TREE, 29.0 FT (8.8 M) NORTH-NORTHEAST OF THE NORTHEAST
 DL5182'CORNER OF A CONCRETE SLAB, AND 16.5 FT (5.0 M) NORTHWEST OF THE CORNER
 DL5182'OF A BUILDING.
 DL5182
 DL5182                          STATION RECOVERY (2024)
 DL5182
 DL5182'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL5182'BIRCH RUN CORS STATION REFERENCE MARK, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0573 ***********************************************************************
 QL0573  DESIGNATION -  BREEN
 QL0573  PID         -  QL0573
 QL0573  STATE/COUNTY-  MI/DICKINSON
 QL0573  COUNTRY     -  US
 QL0573  USGS QUAD   -  FELCH (2017)
 QL0573
 QL0573                         *CURRENT SURVEY CONTROL
 QL0573  ______________________________________________________________________
 QL0573* NAD 83(1994) POSITION- 45 53 03.94106(N) 087 48 36.98923(W)   ADJUSTED
 QL0573* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 QL0573  ______________________________________________________________________
 QL0573  GEOID HEIGHT    -        -34.442 (meters)                     GEOID18
 QL0573  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 QL0573  HORZ ORDER      -  SECOND
 QL0573
 QL0573.The horizontal coordinates were established by classical geodetic methods
 QL0573.and adjusted by the National Geodetic Survey in February 1997.
 QL0573
 QL0573.The orthometric height was scaled from a topographic map.
 QL0573
 QL0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0573.GEOID18 height accuracy estimate available here.
 QL0573
 QL0573.Click photographs - Photos may exist for this station.
 QL0573
 QL0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0573
 QL0573. The following values were computed from the NAD 83(1994) position.
 QL0573
 QL0573;                    North         East     Units Scale Factor Converg.
 QL0573;SPC MI N     -   122,701.906 7,937,108.566   MT  0.99992717   -0 35 08.4
 QL0573;SPC MI N     -   402,565.31 26,040,382.43   iFT  0.99992717   -0 35 08.4
 QL0573;UTM  16      - 5,081,525.970   437,128.110   MT  0.99964859   -0 34 54.3
 QL0573
 QL0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0573!SPC MI N     -   0.99994755  x   0.99992717  =   0.99987472
 QL0573!UTM  16      -   0.99994755  x   0.99964859  =   0.99959616
 QL0573
 QL0573:                Primary Azimuth Mark                     Grid Az
 QL0573:SPC MI N     -  IRON MTN PINE MTN ROTATING BCN           256 28 32.9
 QL0573:UTM  16      -  IRON MTN PINE MTN ROTATING BCN           256 28 18.8
 QL0573
 QL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3712881525(NAD 83)
 QL0573
 QL0573|---------------------------------------------------------------------|
 QL0573| PID    Reference Object                     Distance      Geod. Az  |
 QL0573|                                                           dddmmss.s |
 QL0573| CJ4323 BREEN RM 2                            4.095 METERS 00314     |
 QL0573| CJ4322 BREEN RM 1                            7.536 METERS 22229     |
 QL0573| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX.22.3 KM 2555324.5 |
 QL0573|---------------------------------------------------------------------|
 QL0573
 QL0573                          SUPERSEDED SURVEY CONTROL
 QL0573
 QL0573  NAD 83(1991)-  45 53 03.93963(N)    087 48 36.98612(W) AD(       ) 2
 QL0573  NAD 83(1986)-  45 53 03.93989(N)    087 48 36.98563(W) AD(       ) 2
 QL0573  NAD 27      -  45 53 04.10000(N)    087 48 36.52600(W) AD(       ) 2
 QL0573
 QL0573.Superseded values are not recommended for survey control.
 QL0573
 QL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0573.See file dsdata.pdf to determine how the superseded data were derived.
 QL0573
 QL0573_MARKER: DS = TRIANGULATION STATION DISK
 QL0573_SETTING: 66 = SET IN ROCK OUTCROP
 QL0573_STAMPING: BREEN 1954
 QL0573_MARK LOGO: CGS
 QL0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0573+STABILITY: POSITION/ELEVATION WELL
 QL0573
 QL0573  HISTORY     - Date     Condition        Report By
 QL0573  HISTORY     - 1954     MONUMENTED       CGS
 QL0573
 QL0573                          STATION DESCRIPTION
 QL0573
 QL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0573'THE STATION IS LOCATED ABOUT 8 MILES NORTH NORTHEAST OF NORWAY AND
 QL0573'ABOUT 6 MILES SOUTHWEST OF FOSTER CITY.  IT IS 8 FEET NORTH OF A ROCK
 QL0573'LEDGE AND THE MARK IS SET FLUSH WITH THE SURFACE AND THE DISK IS
 QL0573'STAMPED BREEN 1954.
 QL0573'
 QL0573'REFERENCE MARK NO. 1 IS SET AT THE EDGE OF A ROCK LEDGE.  IT IS SET
 QL0573'FLUSH WITH THE SURFACE AND THE DISK IS STAMPED BREEN NO 1 1954.
 QL0573'
 QL0573'REFERENCE MARK NO. 2 IS 22 FEET WEST OF A ROCK LEDGE.  IT IS SET FLUSH
 QL0573'WITH THE SURFACE AND THE DISK IS STAMPED BREEN NO 2 1954.
 QL0573'
 QL0573'NO AZIMUTH MARK WAS SET.
 QL0573'
 QL0573'TO REACH THE STATION FROM NORWAY AT THE JUNCTION OF MAIN STREET AND US
 QL0573'HIGHWAY NO. 2 GO EAST ON US HIGHWAY NO. 2 FOR 1.65 MILES TO A
 QL0573'CROSSROAD, TURN SHARP LEFT AND GO NORTHWEST FOR 1.45 MILES ON A GRAVEL
 QL0573'ROAD TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 0.5 MILE TO A T
 QL0573'INTERSECTION AND A PAVED ROAD, TURN RIGHT ONTO PAVED ROAD, CROSS
 QL0573'RAILROAD AND GO EAST FOR 0.8 MILE TO A GRAVEL SIDE ROAD LEFT, TURN
 QL0573'LEFT AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 7.5 MILES TO A WOODS
 QL0573'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON THE WOODS ROAD FOR 0.55
 QL0573'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.1 MILE TO ANOTHER FORK,
 QL0573'TAKE LEFT FORK AND GO 0.75 MILE TO A FORK, KEEP THE RIGHT FORK AND GO
 QL0573'0.4 MILE TO A T ROAD INTERSECTION.  THIS IS THE END OF TRUCK TRAVEL.
 QL0573'FROM HERE PACK LEFT ON THE WOODS ROAD FOR ABOUT 80 PACES TO A BLAZED
 QL0573'TRAIL TO THE RIGHT LEADING NORTH AND EAST THRU WOODS.  FOLLOW THE
 QL0573'BLAZED TRAIL NORTH AND EAST ACROSS A SMALL DRAW FOR ABOUT 0.2 MILE TO
 QL0573'THREE TRIANGLE BLAZED TREES (LARGE FIRS) FROM HERE PACK NORTHEAST
 QL0573'ALONG BLAZED TRAIL FOR ABOUT 0.25 MILE TO A ROCK LEDGE AND STATION ON
 QL0573'LEDGE.  THIS IS THE NORTH LEDGE OF TWO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0241 ***********************************************************************
 NE0241  DESIGNATION -  BREN
 NE0241  PID         -  NE0241
 NE0241  STATE/COUNTY-  MI/ST CLAIR
 NE0241  COUNTRY     -  US
 NE0241  USGS QUAD   -  ALGONAC (2017)
 NE0241
 NE0241                         *CURRENT SURVEY CONTROL
 NE0241  ______________________________________________________________________
 NE0241* NAD 83(1986) POSITION- 42 36 06.     (N) 082 35 53.     (W)   SCALED
 NE0241* NAVD 88 ORTHO HEIGHT -   176.691 (meters)      579.69  (feet) ADJUSTED
 NE0241  ______________________________________________________________________
 NE0241  GEOID HEIGHT    -        -34.895 (meters)                     GEOID18
 NE0241  DYNAMIC HEIGHT  -        176.641 (meters)      579.53  (feet) COMP
 NE0241  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 NE0241
 NE0241  VERT ORDER      -  FIRST     CLASS 0
 NE0241
 NE0241.The horizontal coordinates were scaled from a map and have
 NE0241.an estimated accuracy of +/- 6 seconds.
 NE0241
 NE0241.The orthometric height was determined by differential leveling and
 NE0241.adjusted by the NATIONAL GEODETIC SURVEY
 NE0241.in June 1991.
 NE0241
 NE0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0241.GEOID18 height accuracy estimate available here.
 NE0241
 NE0241.Click photographs - Photos may exist for this station.
 NE0241
 NE0241.The dynamic height is computed by dividing the NAVD 88
 NE0241.geopotential number by the normal gravity value computed on the
 NE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0241.degrees latitude (g = 980.6199 gals.).
 NE0241
 NE0241.The modeled gravity was interpolated from observed gravity values.
 NE0241
 NE0241;                    North         East    Units  Estimated Accuracy
 NE0241;SPC MI S     -   123,890.    4,145,120.      MT  (+/- 180 meters Scaled)
 NE0241
 NE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH689178(NAD 83)
 NE0241
 NE0241                          SUPERSEDED SURVEY CONTROL
 NE0241
 NE0241  NGVD 29 (??/??/92)  176.824  (m)          580.13   (f) ADJ UNCH    1 0
 NE0241
 NE0241.Superseded values are not recommended for survey control.
 NE0241
 NE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0241.See file dsdata.pdf to determine how the superseded data were derived.
 NE0241
 NE0241_MARKER: DD = SURVEY DISK
 NE0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0241_SP_SET: WALL
 NE0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0241
 NE0241  HISTORY     - Date     Condition        Report By
 NE0241  HISTORY     - UNK      MONUMENTED       USLS
 NE0241  HISTORY     - 1970     GOOD             USLS
 NE0241
 NE0241                          STATION DESCRIPTION
 NE0241
 NE0241'DESCRIBED BY US LAKE SURVEY 1970
 NE0241'AT HARSENS ISLAND.
 NE0241'BREN IS ON NORTHWEST SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0241'MICHIGAN, ABOUT 2.5 MILES NORTHWEST OF POST OFFICE IN SANS SOUCI,
 NE0241'MICHIGAN, 219 FEET NORTHWEST OF CENTERLINE OF MIDDLE CHANNEL
 NE0241'DRIVE, 130 FEET NORTHEAST OF CENTERLINE OF KRISPIN ROAD, 54.0
 NE0241'FEET NORTHEAST OF AN APPLE TREE, 5.8 FEET NORTHWEST OF SOUTH
 NE0241'CORNER AND  IN SOUTHWEST FACE OF DWELLING AT NO. 3982 KRISPIN
 NE0241'ROAD, 2-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 NE0241'CROSS ON BRONZE DISC SET INTO THE WALL.  NOTE-- BM 1972.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0527 ***********************************************************************
 PL0527  DESIGNATION -  BRETHREN
 PL0527  PID         -  PL0527
 PL0527  STATE/COUNTY-  MI/MANISTEE
 PL0527  COUNTRY     -  US
 PL0527  USGS QUAD   -  MARILLA (2017)
 PL0527
 PL0527                         *CURRENT SURVEY CONTROL
 PL0527  ______________________________________________________________________
 PL0527* NAD 83(1994) POSITION- 44 20 00.38797(N) 085 59 34.21344(W)   ADJUSTED
 PL0527* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 PL0527  ______________________________________________________________________
 PL0527  GEOID HEIGHT    -        -34.680 (meters)                     GEOID18
 PL0527  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 PL0527  HORZ ORDER      -  FIRST
 PL0527
 PL0527.The horizontal coordinates were established by classical geodetic methods
 PL0527.and adjusted by the National Geodetic Survey in February 1997.
 PL0527
 PL0527.The orthometric height was scaled from a topographic map.
 PL0527
 PL0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0527.GEOID18 height accuracy estimate available here.
 PL0527
 PL0527.Click photographs - Photos may exist for this station.
 PL0527
 PL0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0527
 PL0527. The following values were computed from the NAD 83(1994) position.
 PL0527
 PL0527;                    North         East     Units Scale Factor Converg.
 PL0527;SPC MI C     -   114,285.587 5,870,316.453   MT  0.99996897   -1 08 55.5
 PL0527;SPC MI C     -   374,952.71 19,259,568.42   iFT  0.99996897   -1 08 55.5
 PL0527;UTM  16      - 4,909,401.704   580,294.896   MT  0.99967929   +0 42 14.0
 PL0527
 PL0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0527!SPC MI C     -   0.99996061  x   0.99996897  =   0.99992958
 PL0527!UTM  16      -   0.99996061  x   0.99967929  =   0.99963991
 PL0527
 PL0527:                Primary Azimuth Mark                     Grid Az
 PL0527:SPC MI C     -  BRETHREN AZ MK                           325 47 36.0
 PL0527:UTM  16      -  BRETHREN AZ MK                           323 56 26.5
 PL0527
 PL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8029409401(NAD 83)
 PL0527
 PL0527|---------------------------------------------------------------------|
 PL0527| PID    Reference Object                     Distance      Geod. Az  |
 PL0527|                                                           dddmmss.s |
 PL0527| CH1752 BRETHREN RM 1                                      04617     |
 PL0527| CH1753 BRETHREN RM 2                                      17655     |
 PL0527| CH1751 BRETHREN AZ MK                                     3243840.5 |
 PL0527|---------------------------------------------------------------------|
 PL0527
 PL0527                          SUPERSEDED SURVEY CONTROL
 PL0527
 PL0527  NAD 83(1986)-  44 20 00.39222(N)    085 59 34.21025(W) AD(       ) 1
 PL0527  NAD 27      -  44 20 00.37462(N)    085 59 33.91642(W) AD(       ) 1
 PL0527
 PL0527.Superseded values are not recommended for survey control.
 PL0527
 PL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0527.See file dsdata.pdf to determine how the superseded data were derived.
 PL0527
 PL0527_MARKER: DS = TRIANGULATION STATION DISK
 PL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0527_STAMPING: BRETHREN 1932
 PL0527_MARK LOGO: CGS
 PL0527_PROJECTION: FLUSH
 PL0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0527+STABILITY: SURFACE MOTION
 PL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0527+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1994
 PL0527
 PL0527  HISTORY     - Date     Condition        Report By
 PL0527  HISTORY     - 1932     MONUMENTED       CGS
 PL0527  HISTORY     - 1936     GOOD             CGS
 PL0527  HISTORY     - 1980     GOOD             MIDH
 PL0527  HISTORY     - 19940407 GOOD             USDA
 PL0527  HISTORY     - 20010331 GOOD             NGS
 PL0527
 PL0527                          STATION DESCRIPTION
 PL0527
 PL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 PL0527'ABOUT 16 MILES NORTHEAST OF MANISTEE, 2 MILES NORTHEAST OF BRETHREN, 3
 PL0527'MILES SOUTH OF KALEVA, IN NW1/4 SEC. 3, T.  22 N., R. 14 W., BRETHREN
 PL0527'TOWNSHIP, AND ON CONICAL HILL ON EXTREME WESTERN END OF DIXON RIDGE
 PL0527'WHICH IS COVERED WITH THICK GROWTH OF SCRUB OAK AND POPLAR.
 PL0527'
 PL0527'TO REACH FROM KALEVA, GO SOUTH 3.5 MILES ON COUNTY ROUTE 699 FROM
 PL0527'JUNCTION WITH EAST-WEST MACADAM ROAD IN WEST EDGE OF KALEVA, GO EAST
 PL0527'1.5 MILES ON SAND ROAD, PROCEED NORTH 1.0 MILE TO BLAZE ON 16-INCH OAK
 PL0527'TREE ON LEFT, FOLLOW TRACE OF OLD WOODS ROAD NORTHWEST UP VALLEY 150
 PL0527'YARDS TO TRIANGULAR BLAZE AND STICK ARROW ON RIGHT, TURN LEFT ONTO
 PL0527'BLAZED TRAIL, AND FOLLOW WEST 250 YARDS TO STATION SITE ON TOP OF
 PL0527'HILL.
 PL0527'
 PL0527'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 PL0527'NOTES 1A AND 7A.  UPPER MARK FLUSH WITH GROUND.  REFERENCE AND AZIMUTH
 PL0527'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, FLUSH WITH
 PL0527'GROUND.
 PL0527'
 PL0527'NO. 1 IS 29.19 FEET (SLOPE) FROM STATION IN AZIMUTH 226 DEG.  17 MIN.
 PL0527'
 PL0527'NO. 2 IS 50.13 FEET FROM STATION IN AZIMUTH 356 DEG. 55 MIN.
 PL0527'
 PL0527'AZIMUTH MARK IS 15 FEET SOUTH OF CENTER LINE OF EAST-WEST SAND ROAD,
 PL0527'ABOUT 50 YARDS NORTHWEST OF BARN, 150 YARDS WEST OF GATE AT POINT
 PL0527'WHERE ROAD TURNS SOUTH, AND APPROXIMATELY 0.7 MILE FROM STATION IN
 PL0527'AZIMUTH 144 DEG. 38 MIN. 44 SEC.  TO REACH AZIMUTH MARK FROM JUNCTION
 PL0527'OF COUNTY ROUTE 594 AND COUNTY ROUTE 669, GO NORTH 2.0 MILES TO SAND
 PL0527'ROAD TO WEST, AND FOLLOW WEST 0.9 MILE TO MARK ON SOUTH SIDE OF ROAD.
 PL0527
 PL0527                          STATION RECOVERY (1980)
 PL0527
 PL0527'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0527'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0527'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PL0527'WITH 1932 DATA.  AZIMUTH MARK WAS NOT FOUND.
 PL0527'
 PL0527'TO REACH DESCRIPTION OF 1932 IS GOOD.  LAST 1/2 MILE CAN BE WALKED
 PL0527'OR FOUR WHEEL DRIVE UPHILL THRU WOODS.
 PL0527'
 PL0527'PROPERTY OWNED BY US FOREST SERVICE.
 PL0527
 PL0527                          STATION RECOVERY (1994)
 PL0527
 PL0527'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1994 (PRL)
 PL0527'TO REACH THE STATION FROM THE INTERSECTION OF NORTH HIGH BRIDGE ROAD
 PL0527'AND COATES HIGHWAY ALSO KNOWN AS THE W1/4 CORNER OF SECTION 16 T22N
 PL0527'R14W IN DOWNTOWN BRETHREN PROCEED NORTH ALONG NORTH HIGH BRIDGE ROAD 1
 PL0527'MI (1.6 KM) TO THE E1/4 CORNER OF SECTION 8 AND THE INTERSECTION OF
 PL0527'NORTH HIGH BRIDGE ROAD AND BREWER ROAD.  PROCEED EAST ON BREWER ROAD 1
 PL0527'MI (1.6 KM) TO THE E1/4 CORNER OF SECTION 9 AND THE INTERSECTION OF
 PL0527'BREWER ROAD AND SWIGART ROAD.  PROCEED NORTH ON SWIGART ROAD .342 MI
 PL0527'(0.550 KM) TO A Y INTERSECTION.  STAY TO THE RIGHT AND PROCEED .23 MI
 PL0527'(0.37 KM) TO A T INTERSECTION WITH AN OLD RAILROAD GRADE.  TURN LEFT
 PL0527'AND PROCEED NORTHERLY ALONG THE OLD GRADE .431 MI (0.694 KM) TO A Y
 PL0527'INTERSECTION.  STAY TO THE RIGHT AND LEAVE THE OLD GRADE AND GO .135
 PL0527'MI (0.217 KM) TO A 4 WAY INTERSECTION.  TURN EAST AND GO .090 MI
 PL0527'(0.145 KM) TO A Y INTERSECTION.  STAY TO THE LEFT AND GO .162 MI
 PL0527'(0.261 KM) TO A CABIN.  FROM THIS CABIN THE STATION BEARS S83E AND IS
 PL0527'ATOP THE STEEP HILL ABOUT 300 FT (91.4 M) AWAY.  YOU MUST TRAVEL ON
 PL0527'FOOT FROM THIS POINT. REFERENCE MARKS 1 AND 2 AND STATION BRETHREN
 PL0527'WERE FOUND IN EXCELLENT CONDITION.  I DID NOT SEARCH FOR THE AZIMUTH
 PL0527'MARK.  MUCH CLEARING NEEDS TO BE DONE TO MAKE THIS A WORKABLE GPS
 PL0527'STATION.  THE SITE IS HEAVILY OVERGROWN WITH SAWLOG SIZE OAK TIMBER
 PL0527'AND GENERALLY IS NOT EASY TO GET TO.
 PL0527
 PL0527                          STATION RECOVERY (2001)
 PL0527
 PL0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0298 ***********************************************************************
 QK0298  DESIGNATION -  BREVORT
 QK0298  PID         -  QK0298
 QK0298  STATE/COUNTY-  MI/MACKINAC
 QK0298  COUNTRY     -  US
 QK0298  USGS QUAD   -  POINTE AUX CHENES (2017)
 QK0298
 QK0298                         *CURRENT SURVEY CONTROL
 QK0298  ______________________________________________________________________
 QK0298* NAD 83(1994) POSITION- 45 59 21.90386(N) 084 58 41.63574(W)   ADJUSTED
 QK0298* NAVD 88 ORTHO HEIGHT -   182.743 (meters)      599.55  (feet) ADJUSTED
 QK0298  ______________________________________________________________________
 QK0298  GEOID HEIGHT    -        -35.020 (meters)                     GEOID18
 QK0298  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 QK0298  DYNAMIC HEIGHT  -        182.754 (meters)      599.59  (feet) COMP
 QK0298  MODELED GRAVITY -    980,670.9   (mgal)                       NAVD 88
 QK0298
 QK0298  HORZ ORDER      -  SECOND
 QK0298  VERT ORDER      -  FIRST     CLASS 0
 QK0298
 QK0298.The horizontal coordinates were established by classical geodetic methods
 QK0298.and adjusted by the National Geodetic Survey in February 1997.
 QK0298
 QK0298.The orthometric height was determined by differential leveling and
 QK0298.adjusted by the NATIONAL GEODETIC SURVEY
 QK0298.in June 1991.
 QK0298
 QK0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0298.GEOID18 height accuracy estimate available here.
 QK0298
 QK0298.Click photographs - Photos may exist for this station.
 QK0298
 QK0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0298
 QK0298.The dynamic height is computed by dividing the NAVD 88
 QK0298.geopotential number by the normal gravity value computed on the
 QK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0298.degrees latitude (g = 980.6199 gals.).
 QK0298
 QK0298.The modeled gravity was interpolated from observed gravity values.
 QK0298
 QK0298. The following values were computed from the NAD 83(1994) position.
 QK0298
 QK0298;                    North         East     Units Scale Factor Converg.
 QK0298;SPC MI N     -   136,046.457 8,156,612.539   MT  0.99991610   +1 27 40.7
 QK0298;SPC MI N     -   446,346.64 26,760,539.83   iFT  0.99991610   +1 27 40.7
 QK0298;UTM  16      - 5,094,859.005   656,578.927   MT  0.99990140   +1 27 15.7
 QK0298
 QK0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0298!SPC MI N     -   0.99997684  x   0.99991610  =   0.99989294
 QK0298!UTM  16      -   0.99997684  x   0.99990140  =   0.99987824
 QK0298
 QK0298:                Primary Azimuth Mark                     Grid Az
 QK0298:SPC MI N     -  BREVORT AZ MK                            312 19 04.3
 QK0298:UTM  16      -  BREVORT AZ MK                            312 19 29.3
 QK0298
 QK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5657894859(NAD 83)
 QK0298
 QK0298|---------------------------------------------------------------------|
 QK0298| PID    Reference Object                     Distance      Geod. Az  |
 QK0298|                                                           dddmmss.s |
 QK0298| QK0297 BREVORT RM 1                         10.259 METERS 14042     |
 QK0298| QK0792 WAUGOSHANCE LH                      APPROX.24.1 KM 2012647.4 |
 QK0298| QK0795 WHITE SHOAL LH                      APPROX.20.5 KM 2164309.7 |
 QK0298| QK0299 BREVORT RM 2                          9.424 METERS 30632     |
 QK0298| QK0300 BREVORT AZ MK                                      3134645.0 |
 QK0298|---------------------------------------------------------------------|
 QK0298
 QK0298                          SUPERSEDED SURVEY CONTROL
 QK0298
 QK0298  NAD 83(1986)-  45 59 21.89742(N)    084 58 41.63360(W) AD(       ) 2
 QK0298  NAD 27      -  45 59 21.85664(N)    084 58 41.41195(W) AD(       ) 2
 QK0298  NGVD 29 (??/??/92)  182.785  (m)          599.69   (f) ADJ UNCH    1 0
 QK0298  NGVD 29             182.78   (m)          599.7    (f) LEVELING    3  
 QK0298
 QK0298.Superseded values are not recommended for survey control.
 QK0298
 QK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0298.See file dsdata.pdf to determine how the superseded data were derived.
 QK0298
 QK0298_MARKER: DS = TRIANGULATION STATION DISK
 QK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0298_STAMPING: BREVORT 1965
 QK0298_MARK LOGO: CGS
 QK0298_PROJECTION: FLUSH
 QK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0298+STABILITY: SURFACE MOTION
 QK0298
 QK0298  HISTORY     - Date     Condition        Report By
 QK0298  HISTORY     - 1965     MONUMENTED       CGS
 QK0298  HISTORY     - 1972     GOOD             NGS
 QK0298  HISTORY     - 1972     GOOD             NGS
 QK0298  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 QK0298
 QK0298                          STATION DESCRIPTION
 QK0298
 QK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0298'STATION IS ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 2 ABOUT 3-1/2 MILES
 QK0298'SOUTHEAST OF BREVORT, 15 MILES NORTHWEST OF ST. IGNANCE AND ON THE
 QK0298'HIGHWAY RIGHT-OF-WAY.
 QK0298'
 QK0298'TO REACH THE STATION FROM THE TRINITY LUTHERAN CHURCH IN BREVORT, GO
 QK0298'SOUTHEAST ON U.S. HIGHWAY 2 FOR 3.7 MILES TO THE AZIMUTH MARK ON THE
 QK0298'LEFT. CONTINUE SOUTHEAST ON HIGHWAY 2 FOR 0.2 MILE TO THE STATION ON
 QK0298'THE RIGHT ABOUT 0.1 MILE NORTHWEST OF U.S. FOREST SERVICE ROAD 3108.
 QK0298'
 QK0298'STATION MARKS ARE STANDARD DISKS STAMPED BREVORT 1965.  THE SURFACE
 QK0298'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 QK0298'SURFACE OF THE GROUND.  IT IS 5 FEET NORTHEAST OF A METAL WITNESS
 QK0298'POST, 39 FEET EAST OF A 16 INCH OAK TREE, 47 FEET SOUTHWEST OF THE
 QK0298'CENTERLINE OF U.S. HIGHWAY 2 AND ABOUT 100 FEET NORTH OF LAKE
 QK0298'MICHIGAN.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 QK0298'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 QK0298'
 QK0298'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BREVORT NO 1 1965, IS
 QK0298'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QK0298'THE GROUND.  IT IS 33 FEET SOUTHEAST OF THE METAL WITNESS POST AND 55
 QK0298'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QK0298'
 QK0298'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BREVORT NO 2 1965, IS
 QK0298'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QK0298'THE GROUND.  IT IS 15.5 FEET NORTHEAST OF A 16 INCH OAK TREE WITH A
 QK0298'TRIANGULAR BLAZE ON THE NORTHEAST SIDE, 31 FEET NORTHWEST OF THE METAL
 QK0298'WITNESS POST AND 47 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QK0298'
 QK0298'AZIMUTH MARK, A STANDARD DISK STAMPED BREVORT 1965, IS SET IN A ROUND
 QK0298'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2 FEET SOUTH OF A
 QK0298'METAL WITNESS POST, 42 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 QK0298'HIGHWAY 2 AND 57 FEET SOUTHEAST OF A 20 INCH PINE TREE.
 QK0298'
 QK0298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0298
 QK0298                          STATION RECOVERY (1972)
 QK0298
 QK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QK0298'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND IN
 QK0298'GOOD CONDITION.  THE TO REACH IS ADEQUATE FOR RECOVERY.  THE AZIMUTH
 QK0298'MARK DISK HAS THE LETTER D STAMPED ON THE DISK.
 QK0298'
 QK0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.75 MILES SOUTHEAST
 QK0298'OF BREVORT.
 QK0298
 QK0298                          STATION RECOVERY (1972)
 QK0298
 QK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QK0298'3.9 MI SE FROM BREVORT.  ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QK0298'2 FROM THE TRINITY LUTHERAN CHURCH AT BREVORT, NEAR THE WEST END OF
 QK0298'THE HIAWATHA NATIONAL FOREST CAMP GROUNDS, 61.7 FEET NORTHWEST OF THE
 QK0298'NORTH CORNER OF A STONE WALL SUPPORTING A FOREST SERVICE SIGN, 47 FEET
 QK0298'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF AN 18
 QK0298'INCH OAK TREE, 2 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW
 QK0298'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 QK0298'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 31, T42N,
 QK0298'R5W.
 QK0298
 QK0298                          STATION RECOVERY (1995)
 QK0298
 QK0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0300 ***********************************************************************
 QK0300  DESIGNATION -  BREVORT AZ MK
 QK0300  PID         -  QK0300
 QK0300  STATE/COUNTY-  MI/MACKINAC
 QK0300  COUNTRY     -  US
 QK0300  USGS QUAD   -  POINTE AUX CHENES (2017)
 QK0300
 QK0300                         *CURRENT SURVEY CONTROL
 QK0300  ______________________________________________________________________
 QK0300* NAD 83(1986) POSITION- 45 59 29.     (N) 084 58 53.     (W)   SCALED
 QK0300* NAVD 88 ORTHO HEIGHT -   181.902 (meters)      596.79  (feet) ADJUSTED
 QK0300  ______________________________________________________________________
 QK0300  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 QK0300  DYNAMIC HEIGHT  -        181.913 (meters)      596.83  (feet) COMP
 QK0300  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 QK0300
 QK0300  VERT ORDER      -  FIRST     CLASS 0
 QK0300
 QK0300.The horizontal coordinates were scaled from a map and have
 QK0300.an estimated accuracy of +/- 6 seconds.
 QK0300
 QK0300.The orthometric height was determined by differential leveling and
 QK0300.adjusted by the NATIONAL GEODETIC SURVEY
 QK0300.in June 1991.
 QK0300
 QK0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0300.GEOID18 height accuracy estimate available here.
 QK0300
 QK0300.Click photographs - Photos may exist for this station.
 QK0300
 QK0300.The dynamic height is computed by dividing the NAVD 88
 QK0300.geopotential number by the normal gravity value computed on the
 QK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0300.degrees latitude (g = 980.6199 gals.).
 QK0300
 QK0300.The modeled gravity was interpolated from observed gravity values.
 QK0300
 QK0300;                    North         East    Units  Estimated Accuracy
 QK0300;SPC MI N     -   136,260.    8,156,360.      MT  (+/- 180 meters Scaled)
 QK0300
 QK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR563950(NAD 83)
 QK0300
 QK0300                          SUPERSEDED SURVEY CONTROL
 QK0300
 QK0300  NGVD 29 (??/??/92)  181.945  (m)          596.93   (f) ADJ UNCH    1 0
 QK0300
 QK0300.Superseded values are not recommended for survey control.
 QK0300
 QK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0300.See file dsdata.pdf to determine how the superseded data were derived.
 QK0300
 QK0300_MARKER: DZ = AZIMUTH MARK DISK
 QK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0300_STAMPING: BREVORT 1965 D
 QK0300_MARK LOGO: CGS
 QK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0300+STABILITY: SURFACE MOTION
 QK0300
 QK0300  HISTORY     - Date     Condition        Report By
 QK0300  HISTORY     - 1965     MONUMENTED       CGS
 QK0300  HISTORY     - 1972     GOOD             NGS
 QK0300  HISTORY     - 19950702 GOOD             USPSQD
 QK0300  HISTORY     - 19950712 GOOD             USPSQD
 QK0300  HISTORY     - 20010331 GOOD             NGS
 QK0300  HISTORY     - 20030606 GOOD             USPSQD
 QK0300  HISTORY     - 20060830 GOOD             USPSQD
 QK0300
 QK0300                          STATION DESCRIPTION
 QK0300
 QK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0300'3.8 MI SE FROM BREVORT.
 QK0300'ABOUT 3.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0300'LUTHERAN CHURCH AT BREVORT, ON THE INSIDE OF A CURVE FOR THE
 QK0300'HIGHWAY, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QK0300'ON THE SOUTHWEST SLOPE OF A 20-FOOT-HIGH BANK, 27 FEET NORTHWEST
 QK0300'OF A 12-INCH FIR TREE WITH A FORKED TOP, 1.7 FEET SOUTHEAST OF A
 QK0300'METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY
 QK0300'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QK0300'THE LEVEL OF THE GROUND.  THE LETTER D IS STAMPED ON THE DISK.
 QK0300'SECTION 31, T42N, R5W.
 QK0300
 QK0300                          STATION RECOVERY (1995)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (1995)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (2001)
 QK0300
 QK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0300
 QK0300                          STATION RECOVERY (2003)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (2006)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0297 ***********************************************************************
 QK0297  DESIGNATION -  BREVORT RM 1
 QK0297  PID         -  QK0297
 QK0297  STATE/COUNTY-  MI/MACKINAC
 QK0297  COUNTRY     -  US
 QK0297  USGS QUAD   -  POINTE AUX CHENES (2017)
 QK0297
 QK0297                         *CURRENT SURVEY CONTROL
 QK0297  ______________________________________________________________________
 QK0297* NAD 83(1986) POSITION- 45 59 21.65   (N) 084 58 41.33   (W)   HD_HELD1
 QK0297* NAVD 88 ORTHO HEIGHT -   182.815 (meters)      599.79  (feet) ADJUSTED
 QK0297  ______________________________________________________________________
 QK0297  GEOID HEIGHT    -        -35.020 (meters)                     GEOID18
 QK0297  DYNAMIC HEIGHT  -        182.826 (meters)      599.82  (feet) COMP
 QK0297  MODELED GRAVITY -    980,671.0   (mgal)                       NAVD 88
 QK0297
 QK0297  VERT ORDER      -  FIRST     CLASS 0
 QK0297
 QK0297.The horizontal coordinates were determined by differentially corrected
 QK0297.hand held GPS observations or other comparable positioning techniques
 QK0297.and have an estimated accuracy of +/- 3 meters.
 QK0297
 QK0297.The orthometric height was determined by differential leveling and
 QK0297.adjusted by the NATIONAL GEODETIC SURVEY
 QK0297.in June 1991.
 QK0297
 QK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0297.GEOID18 height accuracy estimate available here.
 QK0297
 QK0297.Click photographs - Photos may exist for this station.
 QK0297
 QK0297.The dynamic height is computed by dividing the NAVD 88
 QK0297.geopotential number by the normal gravity value computed on the
 QK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0297.degrees latitude (g = 980.6199 gals.).
 QK0297
 QK0297.The modeled gravity was interpolated from observed gravity values.
 QK0297
 QK0297;                    North         East    Units  Estimated Accuracy
 QK0297;SPC MI N     -   136,038.8   8,156,619.3     MT  (+/- 3 meters HH1 GPS) 
 QK0297
 QK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5658594851(NAD 83)
 QK0297
 QK0297                          SUPERSEDED SURVEY CONTROL
 QK0297
 QK0297  NGVD 29 (??/??/92)  182.857  (m)          599.92   (f) ADJ UNCH    1 0
 QK0297
 QK0297.Superseded values are not recommended for survey control.
 QK0297
 QK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0297.See file dsdata.pdf to determine how the superseded data were derived.
 QK0297
 QK0297_MARKER: DR = REFERENCE MARK DISK
 QK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0297_STAMPING: BREVORT NO 1 1965
 QK0297_MARK LOGO: CGS
 QK0297_PROJECTION: FLUSH
 QK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0297+STABILITY: SURFACE MOTION
 QK0297
 QK0297  HISTORY     - Date     Condition        Report By
 QK0297  HISTORY     - 1965     MONUMENTED       CGS
 QK0297  HISTORY     - 1972     GOOD             NGS
 QK0297  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0297
 QK0297                          STATION DESCRIPTION
 QK0297
 QK0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0297'3.9 MI SE FROM BREVORT.
 QK0297'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0297'LUTHERAN CHURCH AT BREVORT, 33.7 FEET SOUTHEAST OF THE STATION
 QK0297'MARK DESCRIBED, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QK0297'HIGHWAY, 29.4 FEET WEST OF THE NORTH CORNER OF A STONE WALL
 QK0297'SUPPORTING A FOREST SERVICE SIGN, ABOUT LEVEL WITH THE STATION
 QK0297'MARK, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 QK0297'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 QK0297'SECTION 31, T42N, R5W.
 QK0297
 QK0297                          STATION RECOVERY (1995)
 QK0297
 QK0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0299 ***********************************************************************
 QK0299  DESIGNATION -  BREVORT RM 2
 QK0299  PID         -  QK0299
 QK0299  STATE/COUNTY-  MI/MACKINAC
 QK0299  COUNTRY     -  US
 QK0299  USGS QUAD   -  POINTE AUX CHENES (2017)
 QK0299
 QK0299                         *CURRENT SURVEY CONTROL
 QK0299  ______________________________________________________________________
 QK0299* NAD 83(1986) POSITION- 45 59 22.09   (N) 084 58 41.99   (W)   HD_HELD1
 QK0299* NAVD 88 ORTHO HEIGHT -   182.672 (meters)      599.32  (feet) ADJUSTED
 QK0299  ______________________________________________________________________
 QK0299  GEOID HEIGHT    -        -35.020 (meters)                     GEOID18
 QK0299  DYNAMIC HEIGHT  -        182.683 (meters)      599.35  (feet) COMP
 QK0299  MODELED GRAVITY -    980,671.0   (mgal)                       NAVD 88
 QK0299
 QK0299  VERT ORDER      -  FIRST     CLASS 0
 QK0299
 QK0299.The horizontal coordinates were determined by differentially corrected
 QK0299.hand held GPS observations or other comparable positioning techniques
 QK0299.and have an estimated accuracy of +/- 3 meters.
 QK0299
 QK0299.The orthometric height was determined by differential leveling and
 QK0299.adjusted by the NATIONAL GEODETIC SURVEY
 QK0299.in June 1991.
 QK0299
 QK0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0299.GEOID18 height accuracy estimate available here.
 QK0299
 QK0299.Click photographs - Photos may exist for this station.
 QK0299
 QK0299.The dynamic height is computed by dividing the NAVD 88
 QK0299.geopotential number by the normal gravity value computed on the
 QK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0299.degrees latitude (g = 980.6199 gals.).
 QK0299
 QK0299.The modeled gravity was interpolated from observed gravity values.
 QK0299
 QK0299;                    North         East    Units  Estimated Accuracy
 QK0299;SPC MI N     -   136,052.0   8,156,604.8     MT  (+/- 3 meters HH1 GPS) 
 QK0299
 QK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5657194864(NAD 83)
 QK0299
 QK0299                          SUPERSEDED SURVEY CONTROL
 QK0299
 QK0299  NGVD 29 (??/??/92)  182.714  (m)          599.45   (f) ADJ UNCH    1 0
 QK0299
 QK0299.Superseded values are not recommended for survey control.
 QK0299
 QK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0299.See file dsdata.pdf to determine how the superseded data were derived.
 QK0299
 QK0299_MARKER: DR = REFERENCE MARK DISK
 QK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0299_STAMPING: BREVORT NO 2 1965
 QK0299_MARK LOGO: CGS
 QK0299_PROJECTION: FLUSH
 QK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0299+STABILITY: SURFACE MOTION
 QK0299
 QK0299  HISTORY     - Date     Condition        Report By
 QK0299  HISTORY     - 1965     MONUMENTED       CGS
 QK0299  HISTORY     - 1972     GOOD             NGS
 QK0299  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0299
 QK0299                          STATION DESCRIPTION
 QK0299
 QK0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0299'3.9 MI SE FROM BREVORT.
 QK0299'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0299'LUTHERAN CHURCH AT BREVORT, 30.9 FEET NORTHWEST OF THE STATION
 QK0299'MARK DESCRIBED, 47 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QK0299'HIGHWAY, 17 FEET NORTHEAST OF AN 18-INCH OAK TREE, ABOUT LEVEL
 QK0299'WITH THE STATION MARK,  FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 QK0299'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 QK0299'GROUND.  SECTION 31, T42N, R5W.
 QK0299
 QK0299                          STATION RECOVERY (1995)
 QK0299
 QK0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0847 ***********************************************************************
 RJ0847  DESIGNATION -  BRIDGE
 RJ0847  PID         -  RJ0847
 RJ0847  STATE/COUNTY-  MI/CHIPPEWA
 RJ0847  COUNTRY     -  US
 RJ0847  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0847
 RJ0847                         *CURRENT SURVEY CONTROL
 RJ0847  ______________________________________________________________________
 RJ0847* NAD 83(1994) POSITION- 46 30 16.11108(N) 084 21 47.14548(W)   ADJUSTED
 RJ0847* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ0847  ______________________________________________________________________
 RJ0847  GEOID HEIGHT    -        -36.626 (meters)                     GEOID18
 RJ0847  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 RJ0847  HORZ ORDER      -  THIRD
 RJ0847
 RJ0847.The horizontal coordinates were established by classical geodetic methods
 RJ0847.and adjusted by the National Geodetic Survey in February 1997.
 RJ0847
 RJ0847.The orthometric height was scaled from a topographic map.
 RJ0847
 RJ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0847.GEOID18 height accuracy estimate available here.
 RJ0847
 RJ0847.Click photographs - Photos may exist for this station.
 RJ0847
 RJ0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0847
 RJ0847. The following values were computed from the NAD 83(1994) position.
 RJ0847
 RJ0847;                    North         East     Units Scale Factor Converg.
 RJ0847;SPC MI N     -   194,661.381 8,202,343.473   MT  0.99991014   +1 54 21.3
 RJ0847;SPC MI N     -   638,652.82 26,910,575.70   iFT  0.99991014   +1 54 21.3
 RJ0847;SPC MI C     -   354,275.941 6,000,274.152   MT  1.00028620   +0 00 09.1
 RJ0847;SPC MI C     - 1,162,322.64 19,685,938.82   iFT  1.00028620   +0 00 09.1
 RJ0847;UTM  16      - 5,153,479.056   702,314.359   MT  1.00010315   +1 54 48.7
 RJ0847
 RJ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0847!SPC MI N     -   0.99997673  x   0.99991014  =   0.99988688
 RJ0847!SPC MI C     -   0.99997673  x   1.00028620  =   1.00026293
 RJ0847!UTM  16      -   0.99997673  x   1.00010315  =   1.00007988
 RJ0847
 RJ0847:                Primary Azimuth Mark                     Grid Az
 RJ0847:SPC MI N     -  GATE IBC 1943                            044 57 36.2
 RJ0847:SPC MI C     -  GATE IBC 1943                            046 51 48.4
 RJ0847:UTM  16      -  GATE IBC 1943                            044 57 08.8
 RJ0847
 RJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0231453479(NAD 83)
 RJ0847
 RJ0847|---------------------------------------------------------------------|
 RJ0847| PID    Reference Object                     Distance      Geod. Az  |
 RJ0847|                                                           dddmmss.s |
 RJ0847| CH1755 BRIDGE RM 1                           8.670 METERS 02919     |
 RJ0847| RJ0844 GATE IBC 1943                       APPROX. 1.4 KM 0465157.5 |
 RJ0847| CH1756 BRIDGE RM 2                          11.658 METERS 04934     |
 RJ0847| RJ0845 VIDAL SHOALS CHANNEL REAR LT        APPROX. 0.6 KM 0731836.2 |
 RJ0847| RJ1020 CENTRAL METHODIST CHURCH SPIRE      APPROX. 1.5 KM 1212534.9 |
 RJ0847|---------------------------------------------------------------------|
 RJ0847
 RJ0847                          SUPERSEDED SURVEY CONTROL
 RJ0847
 RJ0847  NAD 83(1986)-  46 30 16.09312(N)    084 21 47.15693(W) AD(       ) 3
 RJ0847  NAD 27      -  46 30 16.02100(N)    084 21 47.00800(W) AD(       ) 3
 RJ0847
 RJ0847.Superseded values are not recommended for survey control.
 RJ0847
 RJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0847.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0847
 RJ0847_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0847_MARK LOGO: IBC
 RJ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0847+STABILITY: SURFACE MOTION
 RJ0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0847+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 RJ0847
 RJ0847  HISTORY     - Date     Condition        Report By
 RJ0847  HISTORY     - 1943     MONUMENTED       IBC
 RJ0847  HISTORY     - 1958     GOOD             IBC
 RJ0847  HISTORY     - 20090811 GOOD             INDIV
 RJ0847
 RJ0847                          STATION DESCRIPTION
 RJ0847
 RJ0847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0847'AT S END OF THE CANADIAN PACIFIC RAILWAY BRIDGE ABOVE ST MARYS
 RJ0847'FALLS, ON THE W SIDE OF THE RAILWAY TRACK.  IT IS ABOUT 30 FEET S
 RJ0847'OF THE END OF THE BRIDGE, 80 FEET S OF THE WATER, ABOUT 20 FEET
 RJ0847'ABOVE WATER, AND 13 FEET W OF NEAREST MAIN TRACK RAIL.
 RJ0847'
 RJ0847'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK 2
 RJ0847'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN A CYLINDER
 RJ0847'OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES IN DEPTH.  THE
 RJ0847'SUBSURFACE MARK IS A PIECE OF NO 8 COPPER WIRE SET IN TOP OF
 RJ0847'CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 10 INCHES LONG.  IT IS
 RJ0847'20 INCHES UNDERGROUND.
 RJ0847'
 RJ0847'REFERENCE MARK 1 IS A 1/2-INCH DRILL HOLE 3/4 INCH DEEP IN CAPSTONE
 RJ0847'ON W SIDE OF BRIDGE ABUTMENT, 28.445 FEET FROM STATION,
 RJ0847'N 29 DEG 19 MIN E.
 RJ0847'
 RJ0847'REFERENCE MARK 2 IS A SIMILIAR DRILL HOLE IN CAPSTONE ON E SIDE OF
 RJ0847'BRIDGE ABUTMENT, 38.22 FEET FROM STATION, N 49 DEG 34 MIN E.
 RJ0847'
 RJ0847'W EDGE OF W RAIL OF THROUGH TRACK IS 12.86 FEET FROM STATION AT
 RJ0847'RIGHT ANGLE TO TRACK.
 RJ0847
 RJ0847                          STATION RECOVERY (1958)
 RJ0847
 RJ0847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0847'RECOVERED IN GOOD CONDITION 1 INCH UNDERGROUND 3 FEET SOUTH OF
 RJ0847'RESTRICTED AREA SIGN.
 RJ0847
 RJ0847                          STATION RECOVERY (2009)
 RJ0847
 RJ0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DAB)
 RJ0847'DISK IS 12.8' WEST OF WEST RAIL AND APPROXIMATELY 28' NORTH OF POWER
 RJ0847'POLE.  MARK IS 0.3' BELOW GRADE.  ALSO RECOVERED REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0317 ***********************************************************************
 OL0317  DESIGNATION -  BRIDGE USE
 OL0317  PID         -  OL0317
 OL0317  STATE/COUNTY-  MI/OCEANA
 OL0317  COUNTRY     -  US
 OL0317  USGS QUAD   -  PENTWATER (2017)
 OL0317
 OL0317                         *CURRENT SURVEY CONTROL
 OL0317  ______________________________________________________________________
 OL0317* NAD 83(1986) POSITION- 43 46 49.     (N) 086 26 12.     (W)   SCALED
 OL0317* NAVD 88 ORTHO HEIGHT -   177.878 (meters)      583.59  (feet) ADJUSTED
 OL0317  ______________________________________________________________________
 OL0317  GEOID HEIGHT    -        -35.167 (meters)                     GEOID18
 OL0317  DYNAMIC HEIGHT  -        177.844 (meters)      583.48  (feet) COMP
 OL0317  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 OL0317
 OL0317  VERT ORDER      -  FIRST     CLASS II
 OL0317
 OL0317.The horizontal coordinates were scaled from a map and have
 OL0317.an estimated accuracy of +/- 6 seconds.
 OL0317
 OL0317.The orthometric height was determined by differential leveling and
 OL0317.adjusted by the NATIONAL GEODETIC SURVEY
 OL0317.in June 1991.
 OL0317
 OL0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0317.GEOID18 height accuracy estimate available here.
 OL0317
 OL0317.Click photographs - Photos may exist for this station.
 OL0317
 OL0317.The dynamic height is computed by dividing the NAVD 88
 OL0317.geopotential number by the normal gravity value computed on the
 OL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0317.degrees latitude (g = 980.6199 gals.).
 OL0317
 OL0317.The modeled gravity was interpolated from observed gravity values.
 OL0317
 OL0317;                    North         East    Units  Estimated Accuracy
 OL0317;SPC MI S     -   255,350.    3,833,370.      MT  (+/- 180 meters Scaled)
 OL0317
 OL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453476(NAD 83)
 OL0317
 OL0317                          SUPERSEDED SURVEY CONTROL
 OL0317
 OL0317.No superseded survey control is available for this station.
 OL0317
 OL0317_MARKER: DD = SURVEY DISK
 OL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0317_STAMPING: BRIDGE 1970
 OL0317_MARK LOGO: USACE
 OL0317_PROJECTION: PROJECTING 10 CENTIMETERS
 OL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0317+STABILITY: SURFACE MOTION
 OL0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0317+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0317
 OL0317  HISTORY     - Date     Condition        Report By
 OL0317  HISTORY     - 1970     MONUMENTED       USACE
 OL0317  HISTORY     - 1984     GOOD             NGS
 OL0317  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0317  HISTORY     - 19950910 GOOD             USPSQD
 OL0317  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0317  HISTORY     - 20050521 GOOD             USPSQD
 OL0317
 OL0317                          STATION DESCRIPTION
 OL0317
 OL0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0317'IN PENTWATER.
 OL0317'0.2 KM (0.15 MI) WEST ALONG LOWELL STREET FROM THE INTERSECTION OF
 OL0317'HANCOCK STREET WHICH IS ONE BLOCK NORTH OF THE POST OFFICE IN
 OL0317'PENTWATER, THENCE 0.2 KM (0.1 MI) SOUTH-SOUTHWEST ALONG BRIDGE STREET
 OL0317'TO ITS END, AT THE EAST-WEST WALL (NORTH WALL OF THE ENTRANCE CHANNEL)
 OL0317'FROM LAKE MICHIGAN TO PENTWATER LAKE, SET IN TOP OF A 0.18 METERS
 OL0317'(0.6 FT) DIAMETER CONCRETE POST, 12.74 METERS (41.8 FT) WEST-NORTHWEST
 OL0317'OF AN EXTENDED CENTERLINE OF BRIDGE STREET, 63.03 METERS (206.8 FT)
 OL0317'WEST-NORTHWEST OF BENCH MARK PRIVATE, 4.29 METERS (14.1 FT)
 OL0317'NORTH-NORTHEAST OF THE NORTH-NORTHEAST EDGE OF THE RETAINING WALL, AND
 OL0317'1.82 METERS (6.0 FT) SOUTHWEST OF A PLANTER AREA ABOUT 12 BY 20 FEET.
 OL0317'THE MARK IS ABOVE LEVEL WITH TOP OF RETAINING WALL.
 OL0317
 OL0317                          STATION RECOVERY (1994)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0317'MARK NOT FOUND.
 OL0317
 OL0317                          STATION RECOVERY (1995)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0317'RECOVERED IN GOOD CONDITION.
 OL0317
 OL0317                          STATION RECOVERY (2001)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0317'MARK NOT FOUND.
 OL0317
 OL0317                          STATION RECOVERY (2005)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2406 ***********************************************************************
 ME2406  DESIGNATION -  BRIDGMAN MUNICIPAL TANK
 ME2406  PID         -  ME2406
 ME2406  STATE/COUNTY-  MI/BERRIEN
 ME2406  COUNTRY     -  US
 ME2406  USGS QUAD   -  BRIDGMAN (2017)
 ME2406
 ME2406                         *CURRENT SURVEY CONTROL
 ME2406  ______________________________________________________________________
 ME2406* NAD 83(1994) POSITION- 41 56 33.73689(N) 086 32 44.95821(W)   ADJUSTED
 ME2406  ______________________________________________________________________
 ME2406  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 ME2406  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 ME2406  HORZ ORDER      -  THIRD
 ME2406
 ME2406.The horizontal coordinates were established by classical geodetic methods
 ME2406.and adjusted by the National Geodetic Survey in February 1997.
 ME2406
 ME2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2406.GEOID18 height accuracy estimate available here.
 ME2406
 ME2406.Click photographs - Photos may exist for this station.
 ME2406
 ME2406.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2406
 ME2406. The following values were computed from the NAD 83(1994) position.
 ME2406
 ME2406;                    North         East     Units Scale Factor Converg.
 ME2406;SPC MI S     -    51,514.419 3,819,306.253   MT  1.00004095   -1 28 58.7
 ME2406;SPC MI S     -   169,010.56 12,530,532.33   iFT  1.00004095   -1 28 58.7
 ME2406;UTM  16      - 4,643,514.559   537,647.730   MT  0.99961744   +0 18 12.9
 ME2406
 ME2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3764743514(NAD 83)
 ME2406
 ME2406                          SUPERSEDED SURVEY CONTROL
 ME2406
 ME2406  NAD 83(1986)-  41 56 33.73548(N)    086 32 44.96688(W) AD(       ) 3
 ME2406  NAD 27      -  41 56 33.57200(N)    086 32 44.90100(W) AD(       ) 3
 ME2406
 ME2406.Superseded values are not recommended for survey control.
 ME2406
 ME2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2406.See file dsdata.pdf to determine how the superseded data were derived.
 ME2406
 ME2406_MARKER: 51 = TANK
 ME2406
 ME2406  HISTORY     - Date     Condition        Report By
 ME2406  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2406
 ME2406                          STATION DESCRIPTION
 ME2406
 ME2406'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0523 ***********************************************************************
 PL0523  DESIGNATION -  BRIER HILL RESET
 PL0523  PID         -  PL0523
 PL0523  STATE/COUNTY-  MI/WEXFORD
 PL0523  COUNTRY     -  US
 PL0523  USGS QUAD   -  HARRIETTA (2017)
 PL0523
 PL0523                         *CURRENT SURVEY CONTROL
 PL0523  ______________________________________________________________________
 PL0523* NAD 83(1994) POSITION- 44 21 57.63308(N) 085 40 46.01952(W)   ADJUSTED
 PL0523* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 PL0523  ______________________________________________________________________
 PL0523  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 PL0523  LAPLACE CORR    -          6.39  (seconds)                    DEFLEC18
 PL0523  HORZ ORDER      -  FIRST
 PL0523
 PL0523.The horizontal coordinates were established by classical geodetic methods
 PL0523.and adjusted by the National Geodetic Survey in February 1997.
 PL0523
 PL0523.The orthometric height was scaled from a topographic map.
 PL0523
 PL0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0523.GEOID18 height accuracy estimate available here.
 PL0523
 PL0523.Click photographs - Photos may exist for this station.
 PL0523
 PL0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0523
 PL0523. The following values were computed from the NAD 83(1994) position.
 PL0523
 PL0523;                    North         East     Units Scale Factor Converg.
 PL0523;SPC MI C     -   117,451.132 5,895,364.526   MT  0.99996313   -0 55 38.5
 PL0523;SPC MI C     -   385,338.36 19,341,747.13   iFT  0.99996313   -0 55 38.5
 PL0523;UTM  16      - 4,913,373.932   605,221.131   MT  0.99973616   +0 55 24.5
 PL0523
 PL0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0523!SPC MI C     -   0.99992383  x   0.99996313  =   0.99988697
 PL0523!UTM  16      -   0.99992383  x   0.99973616  =   0.99966001
 PL0523
 PL0523:                Primary Azimuth Mark                     Grid Az
 PL0523:SPC MI C     -  KINGSLEY                                 019 36 30.7
 PL0523:UTM  16      -  KINGSLEY                                 017 45 27.7
 PL0523
 PL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0522113373(NAD 83)
 PL0523
 PL0523|---------------------------------------------------------------------|
 PL0523| PID    Reference Object                     Distance      Geod. Az  |
 PL0523|                                                           dddmmss.s |
 PL0523| PL0535 KINGSLEY                            APPROX.24.5 KM 0184052.2 |
 PL0523| CH1757 BRIER HILL RM 1                                    03023     |
 PL0523| PL0586 BRIER HILL RM 2                                    13334     |
 PL0523| PL0522 BRIER HILL LOOKOUT TOWER             11.900 METERS 33323     |
 PL0523|---------------------------------------------------------------------|
 PL0523
 PL0523                          SUPERSEDED SURVEY CONTROL
 PL0523
 PL0523  NAD 83(1986)-  44 21 57.63353(N)    085 40 46.02198(W) AD(       ) 1
 PL0523  NAD 27      -  44 21 57.62090(N)    085 40 45.79609(W) AD(       ) 1
 PL0523
 PL0523.Superseded values are not recommended for survey control.
 PL0523
 PL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0523.See file dsdata.pdf to determine how the superseded data were derived.
 PL0523
 PL0523_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0523_STAMPING: BRIER HILL 1931 1985
 PL0523_MARK LOGO: NGS
 PL0523_PROJECTION: PROJECTING 3 CENTIMETERS
 PL0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0523+STABILITY: SURFACE MOTION
 PL0523
 PL0523  HISTORY     - Date     Condition        Report By
 PL0523  HISTORY     - 1985     MONUMENTED       NGS
 PL0523  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0523
 PL0523                          STATION DESCRIPTION
 PL0523
 PL0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0523'THE STATION MARK WAS RECOVERED TO HAVE THE SURFACE MONUMENT RESET
 PL0523'BY MIDOT IN 1981, BUT SOMEONE HAD BROKEN HALF THE DISK OFF LEAVING THE
 PL0523'CENTER OF TRIANGLE AND PART OF NAME AND DATE.  THIS POINT WAS HELD AND
 PL0523'A NEW DISK WAS SET INTO A DRILL HOLE.  REFERENCE MARK 1 WAS FOUND
 PL0523'LAYING ON ITS SIDE AND THE DISK MISSING.  REFERENCE MARK 2 WAS FOUND
 PL0523'TO HAVE BEEN HIT BY MACHINERY AND WAS TILTING TOWARD THE SOUTHEAST.
 PL0523'THIS MARK WAS NOT VISIBLE TO THE STATION NOW ON ACCOUNT OF TREE LIMBS
 PL0523'ON LINE.  A NEW REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.
 PL0523'A NEW DESCRIPTION FOLLOWS.
 PL0523'
 PL0523'THE STATION IS LOCATED ABOUT 15 MILES (24.1 KM) 24.15 KM (15.00 MI)
 PL0523'NORTHWEST OF CADILLAC 3 1/2 MILES 5.64 KM (3.50 MI) SOUTHEAST OF
 PL0523'MESICK 4 MILES (6.4 KM) 6.44 KM (4.00 MI) NORTH OF HARRIETTA IN THE NW
 PL0523'1/4 SEC 29 T 23 N R 11 W AND ON A HILL KNOWN AS BRIER HILL AT THE SITE
 PL0523'OF AN OLD FIRE TOWER WHICH IS NO LONGER THERE.  OWNERSHIP  U.S FOREST
 PL0523'PROPERTY.  TO REACH THE STATION FROM THE POST OFFICE IN HARRIETTA GO
 PL0523'EAST ON DAVIS RD ALSO KNOWN AS W 30 RD FOR 0.25 MILE (0.40 KM) TO A
 PL0523'FORK.  KEEP THE LEFT FORK AND CONTINUE EASTERLY ON W 30 RD FOR 1.3
 PL0523'MILES (2.1 KM) 2.09 KM (1.30 MI) TO A CROSSROAD S 15 1/2 RD. TURN LEFT
 PL0523'AND GO NORTHERLY ON S 15 1/2 RD FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD
 PL0523'RIGHT U.S FOREST SERVICE ROAD 5031. TURN RIGHT AND GO EAST THENCE
 PL0523'NORTHERLY FOR 2.85 MILES (4.59 KM) TO A SIDE ROAD LEFT U.S FOREST
 PL0523'SERVICE ROAD 5008. TURN LEFT AND GO WESTERLY ON ROAD 5008 FOR 0.75
 PL0523'MILE TO A SIDE ROAD RIGHT U.S FOREST SERVICE ROAD 5006. TURN RIGHT AND
 PL0523'FOLLOW ROAD 5006 NORTHERLY FOR 1.4 MILES (2.3 KM) TO A FORK AND THE
 PL0523'JUNCTION OF U.S FOREST SERVICE ROAD 5007.  KEEP THE LEFT FORK AND
 PL0523'CONTINUE ON ROAD 5006 FOR 0.45 MILE (0.72 KM) TO REFERENCE MARK NUMBER
 PL0523'TWO ON THE RIGHT.  CONTINUE ON FOR 0.1 MILE (0.2 KM) TO THE END OF
 PL0523'ROAD 5006 AND THE STATION AS DESCRIBED.
 PL0523'
 PL0523'THE STATION IS A STANDARD NGS DISK STAMPED--BRIER HILL 1931 1985--,
 PL0523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM (12 INCHES) IN
 PL0523'DIAMETER, PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.  THE STATION IS
 PL0523'LOCATED 9.935 METERS (32.595 FT) WEST SOUTHWEST FROM THE CENTERLINE OF
 PL0523'TRACK ROAD 3.048 METERS (10.000 FT) EAST FROM THE CENTERLINE OF TRACK
 PL0523'ROAD 8.230 METERS (27.001 FT) SOUTH SOUTHEAST FROM THE SOUUTHEAST ONE
 PL0523'OF FOUR CONCRETE PILLARS LEFT FROM OLD L.O.T AND 0.792 METERS (2.598
 PL0523'FT) SOUTH FROM A WITNESS POST.
 PL0523'
 PL0523'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BRIER HILL NO 2
 PL0523'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12 IN)
 PL0523'IN DIAMETER, PROJECTING 43 CM (16 INCHES) ABOVE THE GROUND.  THE
 PL0523'STATION IS LOCATED 3.048 METERS (10.000 FT) NORTH FROM THE CENTERLINE
 PL0523'OF TRACK ROAD 0.610 METERS (2.001 FT) SOUTH FROM A WITNESS POST AND
 PL0523'1.5 METERS (4.9 FT) BELOW THE STATION.
 PL0523'
 PL0523'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BRIER HILL NO 3
 PL0523'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (10 IN) IN
 PL0523'DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 3.658 METERS
 PL0523'(12.001 FT) WEST FROM THE CENTERLINE OF TRACK ROAD AND 0.610 METERS
 PL0523'(2.001 FT) NORTHEAST FROM A WITNESS POST AND 0.9 METERS (3.0 FT) BELOW
 PL0523'THE STATION.
 PL0523'
 PL0523'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BRIER HILL 1931 NO
 PL0523'4 1985--, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ONE OF FOUR
 PL0523'CONCRETE PILLARS IN WHICH THE FIRE LOOKOUT TOWER WAS SETING ON.  THE
 PL0523'STATION IS LOCATED 0.762 METERS (2.500 FT) NORTHEAST FROM A WITNESS
 PL0523'POST AND 0.9 METERS (3.0 FT) ABOVE THE STATION.
 PL0523
 PL0523                          STATION RECOVERY (1996)
 PL0523
 PL0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4828 ***********************************************************************
 DL4828  DESIGNATION -  BRIG REF B
 DL4828  PID         -  DL4828
 DL4828  STATE/COUNTY-  MI/LIVINGSTON
 DL4828  COUNTRY     -  US
 DL4828  USGS QUAD   -  KENT LAKE (2017)
 DL4828
 DL4828                         *CURRENT SURVEY CONTROL
 DL4828  ______________________________________________________________________
 DL4828* NAD 83(2011) POSITION- 42 31 05.63333(N) 083 44 49.22262(W)   ADJUSTED
 DL4828* NAD 83(2011) ELLIP HT-   249.645 (meters)        (06/27/12)   ADJUSTED
 DL4828* NAD 83(2011) EPOCH   -  2010.00
 DL4828* NAVD 88 ORTHO HEIGHT -   283.037 (meters)      928.60  (feet) ADJUSTED
 DL4828  ______________________________________________________________________
 DL4828  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 DL4828  NAD 83(2011) X  -    512,841.189 (meters)                     COMP
 DL4828  NAD 83(2011) Y  - -4,680,459.656 (meters)                     COMP
 DL4828  NAD 83(2011) Z  -  4,288,376.371 (meters)                     COMP
 DL4828  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DL4828  DYNAMIC HEIGHT  -        282.958 (meters)      928.34  (feet) COMP
 DL4828  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 DL4828
 DL4828  VERT ORDER      -  FIRST     CLASS II
 DL4828
 DL4828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4828  Standards:
 DL4828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4828  -------------------------------------------------------------------
 DL4828  NETWORK    0.28   0.35           0.13   0.09   0.18     -0.02362887
 DL4828  -------------------------------------------------------------------
 DL4828  Click here for local accuracies and other accuracy information.
 DL4828
 DL4828.The horizontal coordinates were established by GPS observations
 DL4828.and adjusted by the National Geodetic Survey in June 2012.
 DL4828
 DL4828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4828.been affixed to the stable North American tectonic plate. See 
 DL4828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4828
 DL4828.The horizontal coordinates are valid at the epoch date displayed above
 DL4828.which is a decimal equivalence of Year/Month/Day.
 DL4828
 DL4828.The orthometric height was determined by differential leveling and
 DL4828.adjusted by the NATIONAL GEODETIC SURVEY
 DL4828.in October 2009.
 DL4828
 DL4828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4828.GEOID18 height accuracy estimate available here.
 DL4828
 DL4828.Click photographs - Photos may exist for this station.
 DL4828
 DL4828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4828
 DL4828.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4828
 DL4828.The ellipsoidal height was determined by GPS observations
 DL4828.and is referenced to NAD 83.
 DL4828
 DL4828.The dynamic height is computed by dividing the NAVD 88
 DL4828.geopotential number by the normal gravity value computed on the
 DL4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4828.degrees latitude (g = 980.6199 gals.).
 DL4828
 DL4828.The modeled gravity was interpolated from observed gravity values.
 DL4828
 DL4828. The following values were computed from the NAD 83(2011) position.
 DL4828
 DL4828;                    North         East     Units Scale Factor Converg.
 DL4828;SPC MI S     -   113,289.907 4,050,916.507   MT  0.99992725   +0 25 18.1
 DL4828;SPC MI S     -   371,686.05 13,290,408.49   iFT  0.99992725   +0 25 18.1
 DL4828;UTM  17      - 4,710,974.749   274,347.078   MT  1.00022652   -1 51 26.2
 DL4828
 DL4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4828!SPC MI S     -   0.99996085  x   0.99992725  =   0.99988810
 DL4828!UTM  17      -   0.99996085  x   1.00022652  =   1.00018736
 DL4828
 DL4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7434710974(NAD 83)
 DL4828
 DL4828                          SUPERSEDED SURVEY CONTROL
 DL4828
 DL4828  NAD 83(2007)-  42 31 05.63356(N)    083 44 49.22349(W) AD(2002.00) B
 DL4828  ELLIP H (10/19/09)  249.650  (m)                       GP(2002.00) 1 1
 DL4828
 DL4828.Superseded values are not recommended for survey control.
 DL4828
 DL4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4828.See file dsdata.pdf to determine how the superseded data were derived.
 DL4828
 DL4828_MARKER: DD = SURVEY DISK
 DL4828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4828_STAMPING: BRIG REF B 2008
 DL4828_MARK LOGO: MIDT
 DL4828_PROJECTION: FLUSH
 DL4828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4828+STABILITY: SURFACE MOTION
 DL4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4828+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DL4828
 DL4828  HISTORY     - Date     Condition        Report By
 DL4828  HISTORY     - 20080512 MONUMENTED       COLEM
 DL4828  HISTORY     - 20110505 GOOD             JCLS
 DL4828  HISTORY     - 20170724 GOOD             USPSQD
 DL4828  HISTORY     - 20200729 GOOD             MIDT
 DL4828
 DL4828                          STATION DESCRIPTION
 DL4828
 DL4828'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4828'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF SOUTH LYON,
 DL4828'5.6 MI (9.0 KM) NORTH-NORTHEAST OF HAMBURG AND 1.9 MI (3.1 KM)
 DL4828'EAST-SOUTHEAST OF BRIGHTON.
 DL4828'
 DL4828'TO REACH THE STATION FROM THE JUNCTION OF NORTH-BOUND US HIGHWAY 23
 DL4828'WITH GRAND RIVER AVENUE, LOCATED IN THE CITY OF BRIGHTON, MI, GO
 DL4828'EAST-SOUTHEAST ON GRAND RIVER AVENUE FOR 0.4 MI (0.6 KM) TO FONDA LAKE
 DL4828'DRIVE, CONTINUE EAST-SOUTHEAST ON GRAND RIVER AVENUE FOR 265 FT (80.8
 DL4828'M) TO THE STATION ON THE RIGHT.
 DL4828'
 DL4828'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4828'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4828'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4828'
 DL4828'THE STATION IS 68 FT (20.7 M) EAST OF THE CENTERLINE OF --10454--
 DL4828'GRAND RIVER ROAD, 20 FT (6.1 M) SOUTH OF EDGE OF PAVEMENT OF GRAND
 DL4828'RIVER AVENUE, AND 3.3 FT (1.0 M) NORTH OF AN ORANGE CARSONITE WITNESS
 DL4828'POST.
 DL4828
 DL4828                          STATION RECOVERY (2011)
 DL4828
 DL4828'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DL4828'RECOVERED IN GOOD CONDITION.
 DL4828
 DL4828                          STATION RECOVERY (2017)
 DL4828
 DL4828'RECOVERY NOTE BY US POWER SQUADRON 2017 (TJH)
 DL4828'RECOVERED IN GOOD CONDITION.
 DL4828
 DL4828                          STATION RECOVERY (2020)
 DL4828
 DL4828'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 DL4828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5179 ***********************************************************************
 DL5179  DESIGNATION -  BRIG V CORS BASEMARK
 DL5179  PID         -  DL5179
 DL5179  STATE/COUNTY-  MI/LIVINGSTON
 DL5179  COUNTRY     -  US
 DL5179  USGS QUAD   -  BRIGHTON (2017)
 DL5179
 DL5179                         *CURRENT SURVEY CONTROL
 DL5179  ______________________________________________________________________
 DL5179* NAD 83(1986) POSITION- 42 31 12.33   (N) 083 45 23.93   (W)   HD_HELD1
 DL5179* NAVD 88 ORTHO HEIGHT -   293.324 (meters)      962.35  (feet) ADJUSTED
 DL5179  ______________________________________________________________________
 DL5179  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 DL5179  DYNAMIC HEIGHT  -        293.243 (meters)      962.08  (feet) COMP
 DL5179  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DL5179
 DL5179  VERT ORDER      -  FIRST     CLASS II
 DL5179
 DL5179.The horizontal coordinates were determined by differentially corrected
 DL5179.hand held GPS observations or other comparable positioning techniques
 DL5179.and have an estimated accuracy of +/- 3 meters.
 DL5179
 DL5179.The orthometric height was determined by differential leveling and
 DL5179.adjusted by the NATIONAL GEODETIC SURVEY
 DL5179.in October 2009.
 DL5179
 DL5179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5179.GEOID18 height accuracy estimate available here.
 DL5179
 DL5179.Click photographs - Photos may exist for this station.
 DL5179
 DL5179.The dynamic height is computed by dividing the NAVD 88
 DL5179.geopotential number by the normal gravity value computed on the
 DL5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5179.degrees latitude (g = 980.6199 gals.).
 DL5179
 DL5179.The modeled gravity was interpolated from observed gravity values.
 DL5179
 DL5179;                    North         East    Units  Estimated Accuracy
 DL5179;SPC MI S     -   113,490.7   4,050,122.8     MT  (+/- 3 meters HH1 GPS) 
 DL5179
 DL5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7356111207(NAD 83)
 DL5179
 DL5179                          SUPERSEDED SURVEY CONTROL
 DL5179
 DL5179.No superseded survey control is available for this station.
 DL5179
 DL5179_MARKER: DD = SURVEY DISK
 DL5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5179_STAMPING: BRIG V 2001
 DL5179_MARK LOGO: MIDT
 DL5179_PROJECTION: PROJECTING 12 CENTIMETERS
 DL5179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL5179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5179+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2024
 DL5179
 DL5179  HISTORY     - Date     Condition        Report By
 DL5179  HISTORY     - 2008     MONUMENTED       MIDT
 DL5179  HISTORY     - 20240613 GOOD             MIDT
 DL5179
 DL5179                          STATION DESCRIPTION
 DL5179
 DL5179'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 DL5179'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5179'IN THE BRIG CORS BASE.
 DL5179
 DL5179                          STATION RECOVERY (2024)
 DL5179
 DL5179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL5179'BRIGHTON CORS STATION REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5553 ***********************************************************************
 AJ5553  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5553  DESIGNATION -  BRIGHTON CORS ARP
 AJ5553  CORS_ID     -  BRIG
 AJ5553  PID         -  AJ5553
 AJ5553  STATE/COUNTY-  MI/LIVINGSTON
 AJ5553  COUNTRY     -  US
 AJ5553  USGS QUAD   -  BRIGHTON (2017)
 AJ5553
 AJ5553                         *CURRENT SURVEY CONTROL
 AJ5553  ______________________________________________________________________
 AJ5553* NAD 83(2011) POSITION- 42 31 12.33730(N) 083 45 23.93522(W)   ADJUSTED
 AJ5553* NAD 83(2011) ELLIP HT-   262.455 (meters)        (04/??/25)   ADJUSTED
 AJ5553* NAD 83(2011) EPOCH   -  2010.00
 AJ5553* NAVD 88 ORTHO HEIGHT -   295.835 (meters)      970.59  (feet) ADJUSTED
 AJ5553  ______________________________________________________________________
 AJ5553  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 AJ5553  NAD 83(2011) X  -    512,039.323 (meters)                     COMP
 AJ5553  NAD 83(2011) Y  - -4,680,416.301 (meters)                     COMP
 AJ5553  NAD 83(2011) Z  -  4,288,537.501 (meters)                     COMP
 AJ5553  VERT ORDER      -  FIRST     CLASS II
 AJ5553
 AJ5553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5553  Standards:
 AJ5553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5553  -------------------------------------------------------------------
 AJ5553  NETWORK    0.22   0.21           0.08   0.10   0.11     -0.12286000
 AJ5553  -------------------------------------------------------------------
 AJ5553
 AJ5553.The coordinates were established by GPS observations
 AJ5553.and adjusted by the National Geodetic Survey in April 2025.
 AJ5553
 AJ5553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5553.been affixed to the stable North American Tectonic Plate. 
 AJ5553
 AJ5553.The coordinates are valid at the epoch date displayed above
 AJ5553.which is a decimal equivalence of Year/Month/Day.
 AJ5553
 AJ5553.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5553.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5553.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5553.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5553.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5553.published epoch of 2010.00.
 AJ5553
 AJ5553.Additional information on MYCS is available at:
 AJ5553.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5553
 AJ5553.The orthometric height was determined by differential leveling and
 AJ5553.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5553.in October 2009.
 AJ5553
 AJ5553.No vertical observational check was made to the station.
 AJ5553
 AJ5553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5553.GEOID18 height accuracy estimate available here.
 AJ5553
 AJ5553.The PID for the CORS L1 Phase Center is DR5925.
 AJ5553
 AJ5553.Click photographs - Photos may exist for this station.
 AJ5553
 AJ5553.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5553
 AJ5553.The ellipsoidal height was determined by GPS observations
 AJ5553.and is referenced to NAD 83.
 AJ5553
 AJ5553. The following values were computed from the NAD 83(2011) position.
 AJ5553
 AJ5553;                    North         East     Units Scale Factor Converg.
 AJ5553;SPC MI S     -   113,490.962 4,050,122.723   MT  0.99992705   +0 24 54.5
 AJ5553;SPC MI S     -   372,345.68 13,287,804.21   iFT  0.99992705   +0 24 54.5
 AJ5553;UTM  17      - 4,711,207.280   273,561.680   MT  1.00023089   -1 51 49.9
 AJ5553
 AJ5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5553!SPC MI S     -   0.99995884  x   0.99992705  =   0.99988589
 AJ5553!UTM  17      -   0.99995884  x   1.00023089  =   1.00018972
 AJ5553
 AJ5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7356111207(NAD 83)
 AJ5553
 AJ5553                          SUPERSEDED SURVEY CONTROL
 AJ5553
 AJ5553  NAD 83(2011)-  42 31 12.33749(N)    083 45 23.93521(W) AD(2010.00) c
 AJ5553  ELLIP H (06/??/22)  262.442  (m)                       GP(2010.00) c c
 AJ5553  NAD 83(2011)-  42 31 12.33755(N)    083 45 23.93543(W) AD(2010.00) c
 AJ5553  ELLIP H (06/??/20)  262.441  (m)                       GP(2010.00) c c
 AJ5553  NAD 83(2011)-  42 31 12.33756(N)    083 45 23.93558(W) AD(2010.00) c
 AJ5553  ELLIP H (06/??/19)  262.454  (m)                       GP(2010.00) c c
 AJ5553  NAD 83(2011)-  42 31 12.33755(N)    083 45 23.93553(W) AD(2010.00) c
 AJ5553  ELLIP H (12/??/12)  262.449  (m)                       GP(2010.00) c c
 AJ5553  NAD 83(2011)-  42 31 12.33743(N)    083 45 23.93527(W) AD(2010.00) c
 AJ5553  NAD 83(2011)-  42 31 12.33755(N)    083 45 23.93553(W) AD(2010.00) c
 AJ5553  ELLIP H (08/??/11)  262.449  (m)                       GP(2010.00) c c
 AJ5553  NAD 83(2007)-  42 31 12.33765(N)    083 45 23.93614(W) AD(2002.00) c
 AJ5553  NAD 83(CORS)-  42 31 12.33765(N)    083 45 23.93614(W) AD(2002.00) c
 AJ5553  ELLIP H (03/??/02)  262.465  (m)                       GP(2002.00) c c
 AJ5553  NAD 83(CORS)-  42 31 12.33765(N)    083 45 23.93614(W) AD(1997.00) c
 AJ5553  ELLIP H (10/??/01)  262.464  (m)                       GP(1997.00) c c
 AJ5553  NAVD 88             295.84   (m)          970.6    (f) LEVELING    3  
 AJ5553  NAVD 88 (06/10/07)  295.85   (m)  GEOID03  model used  GPS OBS        
 AJ5553
 AJ5553.Superseded values are not recommended for survey control.
 AJ5553
 AJ5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5553.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5553
 AJ5553_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5553
 AJ5553                          STATION DESCRIPTION
 AJ5553
 AJ5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5553'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5553'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5553'AND LOG FILES ACCESSIBLE AT:
 AJ5553'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0249 ***********************************************************************
 RJ0249  DESIGNATION -  BRIM
 RJ0249  PID         -  RJ0249
 RJ0249  STATE/COUNTY-  MI/CHIPPEWA
 RJ0249  COUNTRY     -  US
 RJ0249  USGS QUAD   -  BRIMLEY (2017)
 RJ0249
 RJ0249                         *CURRENT SURVEY CONTROL
 RJ0249  ______________________________________________________________________
 RJ0249* NAD 83(1986) POSITION- 46 24 45.     (N) 084 33 22.     (W)   SCALED
 RJ0249* NAVD 88 ORTHO HEIGHT -   191.878 (meters)      629.52  (feet) ADJUSTED
 RJ0249  ______________________________________________________________________
 RJ0249  GEOID HEIGHT    -        -36.421 (meters)                     GEOID18
 RJ0249  DYNAMIC HEIGHT  -        191.887 (meters)      629.55  (feet) COMP
 RJ0249  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 RJ0249
 RJ0249  VERT ORDER      -  FIRST     CLASS 0
 RJ0249
 RJ0249.The horizontal coordinates were scaled from a map and have
 RJ0249.an estimated accuracy of +/- 6 seconds.
 RJ0249
 RJ0249.The orthometric height was determined by differential leveling and
 RJ0249.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0249.in June 1991.
 RJ0249
 RJ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0249.GEOID18 height accuracy estimate available here.
 RJ0249
 RJ0249.Click photographs - Photos may exist for this station.
 RJ0249
 RJ0249.The dynamic height is computed by dividing the NAVD 88
 RJ0249.geopotential number by the normal gravity value computed on the
 RJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0249.degrees latitude (g = 980.6199 gals.).
 RJ0249
 RJ0249.The modeled gravity was interpolated from observed gravity values.
 RJ0249
 RJ0249;                    North         East    Units  Estimated Accuracy
 RJ0249;SPC MI N     -   183,970.    8,187,850.      MT  (+/- 180 meters Scaled)
 RJ0249
 RJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS878427(NAD 83)
 RJ0249
 RJ0249                          SUPERSEDED SURVEY CONTROL
 RJ0249
 RJ0249.No superseded survey control is available for this station.
 RJ0249
 RJ0249_MARKER: B = BOLT
 RJ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0249_SP_SET: FOUNDATION
 RJ0249_MARK LOGO: NONE
 RJ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0249
 RJ0249  HISTORY     - Date     Condition        Report By
 RJ0249  HISTORY     - 1971     MONUMENTED       NOS
 RJ0249  HISTORY     - 1972     GOOD             USLS
 RJ0249  HISTORY     - 1983     GOOD             NGS
 RJ0249
 RJ0249                          STATION DESCRIPTION
 RJ0249
 RJ0249'DESCRIBED BY US LAKE SURVEY 1972
 RJ0249'0.8 MI E FROM BRIMLEY.
 RJ0249'BRIM IS IN CHIPPEWA COUNTY, MICHIGAN, 0.8 MILES EAST FROM BRIDGE
 RJ0249'OVER THE WAISKA RIVER IN BRIMLEY, ABOUT 360 FEET WEST OF ENTRANCE
 RJ0249'OF BRIMLEY STATE PARK, 78.7 FEET NORTHEAST OF NORTHWEST CORNER
 RJ0249'OF A MAROON DWELLING, 78.2 FEET NORTHWEST OF NORTHWEST CORNER
 RJ0249'OF THE PARK STORE, 51 FEET SOUTH OF CENTERLINE OF 6 MILE ROAD,
 RJ0249'34.9 FEET WEST OF WEST FACE OF GAS PUMP FOUNDATION, 9.7 FEET
 RJ0249'NORTH OF UTILITY POLE NO. E217, 1.7 FEET NORTH OF SOUTH FACE
 RJ0249'AND 0.7 FEET EAST OF WEST FACE OF A 1-1/2 X 2 FOOT CONCRETE
 RJ0249'SIGN FOUNDATION, 1-FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST
 RJ0249'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE
 RJ0249'TOP OF THE FOUNDATION.
 RJ0249
 RJ0249                          STATION RECOVERY (1983)
 RJ0249
 RJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0249'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0249'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0249'THENCE 1.3 KM (0.8 MI) EASTERLY ALONG STATE ROUTE M 221 (WAISKA BAY
 RJ0249'ROAD), ABOUT 109 METERS (360 FEET) WEST OF ENTRANCE TO BRIMLEY STATE
 RJ0249'PARK, A 5/8-INCH STEEL BOLT SET IN TOP OF A 1.5 FEET BY 2 FEET
 RJ0249'ABANDONED CONCRETE SIGN FOUNDATION, 15.5 METERS (51.0 FT) SOUTH OF THE
 RJ0249'CENTERLINE OF WAISKA BAY ROAD, 10.6 METERS (34.9 FT) WEST OF WEST FACE
 RJ0249'OF ABANDONED GAS PUMP FOUNDATION, 3.0 METERS (9.7 FT) NORTH OF UTILITY
 RJ0249'POLE NUMBER E 217, 0.21 METERS (0.7 FT) EAST OF WEST FACE OF SIGN
 RJ0249'FOUNDATION, AND 0.52 METERS (1.7 FT) NORTH OF SOUTH FACE OF SIGN
 RJ0249'FOUNDATION.
 RJ0249'THE MARK IS 0.31 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1093 ***********************************************************************
 RJ1093  DESIGNATION -  BRIMLEY TANK
 RJ1093  PID         -  RJ1093
 RJ1093  STATE/COUNTY-  MI/CHIPPEWA
 RJ1093  COUNTRY     -  US
 RJ1093  USGS QUAD   -  BRIMLEY (2017)
 RJ1093
 RJ1093                         *CURRENT SURVEY CONTROL
 RJ1093  ______________________________________________________________________
 RJ1093* NAD 83(1994) POSITION- 46 24 06.46681(N) 084 34 16.93056(W)   ADJUSTED
 RJ1093  ______________________________________________________________________
 RJ1093  GEOID HEIGHT    -        -36.396 (meters)                     GEOID18
 RJ1093  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 RJ1093  HORZ ORDER      -  THIRD
 RJ1093
 RJ1093.The horizontal coordinates were established by classical geodetic methods
 RJ1093.and adjusted by the National Geodetic Survey in February 1997.
 RJ1093
 RJ1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1093.GEOID18 height accuracy estimate available here.
 RJ1093
 RJ1093.Click photographs - Photos may exist for this station.
 RJ1093
 RJ1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1093
 RJ1093. The following values were computed from the NAD 83(1994) position.
 RJ1093
 RJ1093;                    North         East     Units Scale Factor Converg.
 RJ1093;SPC MI N     -   182,743.338 8,186,716.362   MT  0.99990490   +1 45 19.4
 RJ1093;SPC MI N     -   599,551.63 26,859,305.65   iFT  0.99990490   +1 45 19.4
 RJ1093;UTM  16      - 5,141,557.571   686,685.967   MT  1.00002842   +1 45 33.5
 RJ1093
 RJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8668541557(NAD 83)
 RJ1093
 RJ1093                          SUPERSEDED SURVEY CONTROL
 RJ1093
 RJ1093  NAD 83(1986)-  46 24 06.44448(N)    084 34 16.93096(W) AD(       ) 3
 RJ1093  NAD 27      -  46 24 06.38028(N)    084 34 16.75759(W) AD(       ) 3
 RJ1093
 RJ1093.Superseded values are not recommended for survey control.
 RJ1093
 RJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1093.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1093
 RJ1093_MARKER: 51 = TANK
 RJ1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1093
 RJ1093  HISTORY     - Date     Condition        Report By
 RJ1093  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1093  HISTORY     - 20020910 GOOD             MIDT
 RJ1093
 RJ1093                          STATION DESCRIPTION
 RJ1093
 RJ1093'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1093'THE STATION, BRIMLEY TANK, IS THE CENTER OF THE SINGLE-STEMMED
 RJ1093'TANK IN BRIMLEY.
 RJ1093'
 RJ1093'TO REACH THE STATION FROM THE JUNCTION OF I95 AND MI28 IN
 RJ1093'CHIPPEWA COUNTY, GO WEST ON MI28 12.8 KM (8.0 MILES) TO ITS
 RJ1093'JUNCTION WITH COUNTY ROAD 221.  TURN RIGHT AND GO NORTH 3.2 KM
 RJ1093'(2.0 MILES) TO THE STATION ON THE RIGHT.
 RJ1093
 RJ1093                          STATION RECOVERY (2002)
 RJ1093
 RJ1093'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1235 ***********************************************************************
 NE1235  DESIGNATION -  BRISTOL AZ MK
 NE1235  PID         -  NE1235
 NE1235  STATE/COUNTY-  MI/LAPEER
 NE1235  COUNTRY     -  US
 NE1235  USGS QUAD   -  ALMONT (2017)
 NE1235
 NE1235                         *CURRENT SURVEY CONTROL
 NE1235  ______________________________________________________________________
 NE1235* NAD 83(1994) POSITION- 42 59 17.50742(N) 083 01 16.32316(W)   ADJUSTED
 NE1235* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) VERTCON3
 NE1235  ______________________________________________________________________
 NE1235  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 NE1235  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 NE1235  HORZ ORDER      -  SECOND
 NE1235
 NE1235.The horizontal coordinates were established by classical geodetic methods
 NE1235.and adjusted by the National Geodetic Survey in February 1997.
 NE1235
 NE1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1235
 NE1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1235.GEOID18 height accuracy estimate available here.
 NE1235
 NE1235.Click photographs - Photos may exist for this station.
 NE1235
 NE1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1235
 NE1235. The following values were computed from the NAD 83(1994) position.
 NE1235
 NE1235;                    North         East     Units Scale Factor Converg.
 NE1235;SPC MI S     -   166,182.094 4,109,716.870   MT  0.99990849   +0 54 56.3
 NE1235;SPC MI S     -   545,216.84 13,483,323.06   iFT  0.99990849   +0 54 56.3
 NE1235;UTM  17      - 4,761,486.202   335,221.259   MT  0.99993403   -1 22 42.5
 NE1235
 NE1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1235!SPC MI S     -   0.99996659  x   0.99990849  =   0.99987509
 NE1235!UTM  17      -   0.99996659  x   0.99993403  =   0.99990062
 NE1235
 NE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3522161486(NAD 83)
 NE1235
 NE1235                          SUPERSEDED SURVEY CONTROL
 NE1235
 NE1235  NAD 83(1986)-  42 59 17.50164(N)    083 01 16.35454(W) AD(       ) 2
 NE1235  NAD 27      -  42 59 17.40210(N)    083 01 16.58835(W) AD(       ) 2
 NE1235  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 NE1235
 NE1235.Superseded values are not recommended for survey control.
 NE1235
 NE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1235.See file dsdata.pdf to determine how the superseded data were derived.
 NE1235
 NE1235_MARKER: DZ = AZIMUTH MARK DISK
 NE1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1235_STAMPING: BRISTON 1943 1977
 NE1235_MARK LOGO: NGS
 NE1235_PROJECTION: FLUSH
 NE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1235+STABILITY: SURFACE MOTION
 NE1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1235+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 NE1235
 NE1235  HISTORY     - Date     Condition        Report By
 NE1235  HISTORY     - 1977     MONUMENTED       NGS
 NE1235  HISTORY     - 19970524 GOOD             USPSQD
 NE1235  HISTORY     - 20070713 GOOD             INDIV
 NE1235
 NE1235                          STATION DESCRIPTION
 NE1235
 NE1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1235'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF IMLAY
 NE1235'CITY, 5 MILES WEST-SOUTHWEST OF CAPAC.
 NE1235'
 NE1235'TO REACH THE STATION FROM THE POST OFFICE IN IMLAY CITY,
 NE1235'GO EAST ON EAST THIRD STREET FOR 0.15 MILE TO STATE
 NE1235'HIGHWAY 53 (CEDAR STREET), TURN RIGHT AND GO SOUTH ON STATE
 NE1235'HIGHWAY 53 FOR 1.15 MILES TO A GRAVELED CROSSROAD (NEWARK ROAD),
 NE1235'TURN LEFT AND GO EAST ON NEWARK ROAD FOR 1.7 MILES TO THE
 NE1235'JUNCTION OF DORAN ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO
 NE1235'WHERE THE ROAD TURNS RIGHT AND THE END OF NEWARK ROAD.  TURN
 NE1235'RIGHT AND GO SOUTH ON BRISTOL ROAD FOR 1.6 MILES TO A T-ROAD.
 NE1235'TURN LEFT AND GO EAST ON RIDER ROAD FOR 0.25 MILE TO THE
 NE1235'STATION ON THE LEFT.
 NE1235'
 NE1235'AZIMUTH MARK, STAMPED---BRISTOL 1943 1977---, IS A STANDARD
 NE1235'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1235'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF
 NE1235'A METAL WITNESS POST, 9 FEET WEST OF THE EDGE OF A
 NE1235'CULTIVATED FIELD, 43.5 FEET NORTH-NORTHEAST OF A POWER-
 NE1235'LINE POLE AND 89.5 FEET NORTH OF THE CENTER OF RIDER ROAD.
 NE1235'
 NE1235'AN EDM TRAVERSE TIE WAS MADE TO STATION BRISTOL.
 NE1235'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 NE1235'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 NE1235'
 NE1235'DESCRIBED BY D.A. BOWLING.
 NE1235
 NE1235                          STATION RECOVERY (1997)
 NE1235
 NE1235'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1235'RECOVERED IN GOOD CONDITION.
 NE1235
 NE1235                          STATION RECOVERY (2007)
 NE1235
 NE1235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1235'FOUND DISK SET IN CONCRETE ON THE SHOULDER OF GRAHAM ROAD AND 19 FEET
 NE1235'WEST FROM THE CENTERLINE OF GRAHAM ROAD. TO REACH THE STATION FROM THE
 NE1235'INTERSECTION OF GRAHAM ROAD AND BURT ROAD, GO NORTH 2 TENTHS OF A MILE
 NE1235'ALONG GRAHAM ROAD AND 19 FEET   WEST OF CENTERLINE OF GRAHAM ROAD TO
 NE1235'THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0968 ***********************************************************************
 NE0968  DESIGNATION -  BRISTOL RESET
 NE0968  PID         -  NE0968
 NE0968  STATE/COUNTY-  MI/LAPEER
 NE0968  COUNTRY     -  US
 NE0968  USGS QUAD   -  ALMONT (2017)
 NE0968
 NE0968                         *CURRENT SURVEY CONTROL
 NE0968  ______________________________________________________________________
 NE0968* NAD 83(1994) POSITION- 42 59 26.07932(N) 083 01 34.04965(W)   ADJUSTED
 NE0968* NAVD 88 ORTHO HEIGHT -   248.757 (meters)      816.13  (feet) ADJUSTED
 NE0968  ______________________________________________________________________
 NE0968  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 NE0968  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 NE0968  DYNAMIC HEIGHT  -        248.688 (meters)      815.90  (feet) COMP
 NE0968  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 NE0968
 NE0968  HORZ ORDER      -  FIRST
 NE0968  VERT ORDER      -  SECOND    CLASS II
 NE0968
 NE0968.The horizontal coordinates were established by classical geodetic methods
 NE0968.and adjusted by the National Geodetic Survey in February 1997.
 NE0968
 NE0968.The orthometric height was determined by differential leveling and
 NE0968.adjusted by the NATIONAL GEODETIC SURVEY
 NE0968.in June 1991.
 NE0968
 NE0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0968.GEOID18 height accuracy estimate available here.
 NE0968
 NE0968.Click photographs - Photos may exist for this station.
 NE0968
 NE0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0968
 NE0968.The dynamic height is computed by dividing the NAVD 88
 NE0968.geopotential number by the normal gravity value computed on the
 NE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0968.degrees latitude (g = 980.6199 gals.).
 NE0968
 NE0968.The modeled gravity was interpolated from observed gravity values.
 NE0968
 NE0968. The following values were computed from the NAD 83(1994) position.
 NE0968
 NE0968;                    North         East     Units Scale Factor Converg.
 NE0968;SPC MI S     -   166,440.152 4,109,311.160   MT  0.99990857   +0 54 44.2
 NE0968;SPC MI S     -   546,063.49 13,481,991.99   iFT  0.99990857   +0 54 44.2
 NE0968;UTM  17      - 4,761,760.300   334,826.194   MT  0.99993564   -1 22 54.8
 NE0968
 NE0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0968!SPC MI S     -   0.99996645  x   0.99990857  =   0.99987503
 NE0968!UTM  17      -   0.99996645  x   0.99993564  =   0.99990210
 NE0968
 NE0968:                Primary Azimuth Mark                     Grid Az
 NE0968:SPC MI S     -  BRISTOL AZ MK                            122 27 32.4
 NE0968:UTM  17      -  BRISTOL AZ MK                            124 45 11.4
 NE0968
 NE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3482661760(NAD 83)
 NE0968
 NE0968|---------------------------------------------------------------------|
 NE0968| PID    Reference Object                     Distance      Geod. Az  |
 NE0968|                                                           dddmmss.s |
 NE0968| OJ0833 CAPAC MUNICIPAL TANK                APPROX. 7.8 KM 0730043.3 |
 NE0968| NE1236 BRISTOL AZ MK OFFSET                476.156 METERS 1232218.2 |
 NE0968| NE1235 BRISTOL AZ MK                       480.871 METERS 1232216.6 |
 NE0968| CH0839 BRISTOL RM 1                         29.602 METERS 18152     |
 NE0968| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX.11.4 KM 2441337.5 |
 NE0968| OJ0939 IMLAY CITY MUNICIPAL TANK           APPROX. 5.3 KM 3140643.1 |
 NE0968| OJ0942 IMLAY CITY MUN TANK                 APPROX. 5.4 KM 3150948.8 |
 NE0968| CH0840 BRISTOL RM 2                         31.988 METERS 35350     |
 NE0968| NE1223 TT 18 B                             465.935 METERS 3572446.1 |
 NE0968|---------------------------------------------------------------------|
 NE0968
 NE0968                          SUPERSEDED SURVEY CONTROL
 NE0968
 NE0968  NAD 83(1986)-  42 59 26.07356(N)    083 01 34.08090(W) AD(       ) 1
 NE0968  NAD 27      -  42 59 25.97408(N)    083 01 34.31418(W) AD(       ) 1
 NE0968
 NE0968.Superseded values are not recommended for survey control.
 NE0968
 NE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0968.See file dsdata.pdf to determine how the superseded data were derived.
 NE0968
 NE0968_MARKER: DH = HORIZONTAL CONTROL DISK
 NE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0968_STAMPING: BRISTOL 1943 1977
 NE0968_MARK LOGO: NGS
 NE0968_PROJECTION: RECESSED 61 CENTIMETERS
 NE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0968+STABILITY: SURFACE MOTION
 NE0968
 NE0968  HISTORY     - Date     Condition        Report By
 NE0968  HISTORY     - 1977     MONUMENTED       NGS
 NE0968  HISTORY     - 1977     GOOD             MIDH
 NE0968  HISTORY     - 19970524 GOOD             USPSQD
 NE0968
 NE0968                          STATION DESCRIPTION
 NE0968
 NE0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE0968'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NE0968'GOOD CONDITION.  AT THE PROPERTY OWNERS REQUEST, THE STATION
 NE0968'MARK WAS LOWERED TO 24 INCHES BELOW THE GROUND SURFACE.  THE
 NE0968'U.S. GEOLOGICAL SURVEY MARK TT 18 B, WHICH WAS PREVIOUSLY USED
 NE0968'AS THE AZIMUTH MARK WAS FOUND DESTROYED.  A DIFFERENCE IN
 NE0968'DISTANCE AND DIRECTION WAS NOTED TO BOTH REFERENCE MARKS.  A
 NE0968'GREATER DISTANCE OF 0.024 METER AND A GREATER DIRECTION OF
 NE0968'2 MINUTES AND 2 SECONDS TO REFERENCE MARK 1 AND A LESSER
 NE0968'DISTANCE OF
 NE0968'0.022 METER AND A LESSER DIRECTION OF 2 MINUTES AND 3
 NE0968'SECONDS TO REFERENCE MARK 2, AN AZIMUTH MARK WAS SET AT THIS
 NE0968'TIME.
 NE0968'
 NE0968'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF IMLAY
 NE0968'CITY, 5 MILES WEST-SOUTHWEST OF CAPAC, IN THE NORTHWEST 1/4
 NE0968'OF SECTION 35, T7N, R12E AND ON PROPERTY OF DALE AND GERALD
 NE0968'DUCKERTS, IMLAY CITY, MICHIGAN, PHONE- 313-724-1903.
 NE0968'
 NE0968'TO REACH THE STATION FROM THE POST OFFICE IN IMLAY CITY,
 NE0968'GO EAST ON EAST THIRD STREET FOR 0.15 MILE TO STATE
 NE0968'HIGHWAY 53 (CEDAR STREET), TURN RIGHT AND GO SOUTH ON STATE
 NE0968'HIGHWAY 53 FOR 1.15 MILES TO A GRAVELED CROSSROAD (NEWARK ROAD),
 NE0968'TURN LEFT AND GO EAST ON NEWARK ROAD FOR 1.7 MILES TO THE
 NE0968'JUNCTION OF DORAN ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO
 NE0968'WHERE THE ROAD TURNS RIGHT AND THE END OF NEWARK ROAD.  TURN
 NE0968'RIGHT AND GO SOUTH ON BRISTOL ROAD FOR 1.4 MILES TO THE
 NE0968'STATION ON THE LEFT. (TO REACH THE AZIMUTH MARK CONTINUE
 NE0968'SOUTH ON BRISTOL ROAD FOR 0.2 MILE TO A T-ROAD, TURN
 NE0968'LEFT AND GO EAST ON RIDER ROAD FOR 0.25 MILE TO THE AZIMUTH
 NE0968'MARK ON THE LEFT ABOUT 30 PACES NORTH OF RIDER ROAD).
 NE0968'
 NE0968'THE STATION MARKS, STAMPED---BRISTOL 1943 1977---, ARE STANDARD
 NE0968'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 30-INCH
 NE0968'IRREGULAR MASS OF CONCRETE THAT IS 24 INCHES BELOW THE GROUND
 NE0968'SURFACE.  IT IS 5.7 FEET EAST OF A METAL WITNESS POST, 12 FEET
 NE0968'EAST OF A 13-INCH ELM TREE, 28 FEET EAST OF THE APPROXIMATE
 NE0968'CENTER OF BRISTOL ROAD AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NE0968'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NE0968'ABOUT 46 INCHES BELOW THE GROUND SURFACE.
 NE0968'
 NE0968'REFERENCE MARK 1, STAMPED---BRISTOL NO 1 1943---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE0968'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT NORTH
 NE0968'OF A METAL WITNESS POST, 4.8 FEET NORTHWEST OF A 6-INCH ELM
 NE0968'TREE, 8 FEET WEST OF A CULTIVATED FIELD AND 22 FEET EAST OF THE
 NE0968'APPROXIMATE CENTER OF BRISTOL ROAD.
 NE0968'
 NE0968'REFERENCE MARK 2, STAMPED---BRISTOL NO 2 1943---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE0968'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 0.6 FOOT
 NE0968'EAST OF A METAL WITNESS POST IN FENCELINE, 7 FEET WEST OF A
 NE0968'CULTIVATED FIELD, 24 FEET EAST OF THE APPROXIMATE CENTER OF
 NE0968'BRISTOL ROAD AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NE0968'
 NE0968'AZIMUTH MARK, STAMPED---BRISTOL 1943 1977---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE0968'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF
 NE0968'A METAL WITNESS POST, 9 FEET WEST OF THE EDGE OF A
 NE0968'CULTIVATED FIELD, 43.5 FEET NORTH-NORTHEAST OF A POWER-
 NE0968'LINE POLE AND 89.5 FEET NORTH OF THE CENTER OF RIDER ROAD.
 NE0968'
 NE0968'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE0968'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.1 METERS.
 NE0968'DESCRIBED BY D.A. BOWLING.
 NE0968
 NE0968                          STATION RECOVERY (1977)
 NE0968
 NE0968'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0968'3.8 MI SE FROM IMLAY CITY.
 NE0968'IN LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP, IN THE NORTHWEST QUARTER
 NE0968'OF SECTION 35, FROM THE INTERSECTION OF STATE HIGHWAY 21 AND GRAHAM
 NE0968'ROAD, GO SOUTH ALONG GRAHAM ROAD 2.5 MILES TO RIDER ROAD, GO WEST
 NE0968'ALONG RIDER ROAD 1.0 MILE TO BRISTOL ROAD, GO NORTH ALONG BRISTOL
 NE0968'ROAD 0.2 MILE TO MARK ON RIGHT. IT IS 70 FEET NORTHEAST OF A 22-INCH
 NE0968'HICKORY, 70 FEET SOUTHEAST OF A 24-INCH OAK, 30 FEET EAST OF THE
 NE0968'CENTERLINE OF BRISTOL ROAD, 13 FEET EAST OF A 15-INCH POPLAR AND 6
 NE0968'FEET EAST OF A METAL WITNESS POST. A STANDARD DISK STAMPED 1943
 NE0968'BRISTOL 1977 SET IN CONCRETE POST 2 FEET BELOW GROUND SURFACE.
 NE0968
 NE0968                          STATION RECOVERY (1997)
 NE0968
 NE0968'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1492 ***********************************************************************
 NE1492  DESIGNATION -  BRITTON
 NE1492  PID         -  NE1492
 NE1492  STATE/COUNTY-  MI/LENAWEE
 NE1492  COUNTRY     -  US
 NE1492  USGS QUAD   -  MACON (2017)
 NE1492
 NE1492                         *CURRENT SURVEY CONTROL
 NE1492  ______________________________________________________________________
 NE1492* NAD 83(1994) POSITION- 42 00 33.73477(N) 083 48 38.51527(W)   ADJUSTED
 NE1492* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 NE1492  ______________________________________________________________________
 NE1492  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 NE1492  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 NE1492  HORZ ORDER      -  FIRST
 NE1492
 NE1492.The horizontal coordinates were established by classical geodetic methods
 NE1492.and adjusted by the National Geodetic Survey in February 1997.
 NE1492
 NE1492.The orthometric height was scaled from a topographic map.
 NE1492
 NE1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1492.GEOID18 height accuracy estimate available here.
 NE1492
 NE1492.Click photographs - Photos may exist for this station.
 NE1492
 NE1492.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1492
 NE1492. The following values were computed from the NAD 83(1994) position.
 NE1492
 NE1492;                    North         East     Units Scale Factor Converg.
 NE1492;SPC MI S     -    56,732.943 4,046,056.322   MT  1.00002269   +0 22 42.1
 NE1492;SPC MI S     -   186,131.70 13,274,463.00   iFT  1.00002269   +0 22 42.1
 NE1492;UTM  17      - 4,654,638.978   267,248.888   MT  1.00026664   -1 52 54.9
 NE1492
 NE1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1492!SPC MI S     -   0.99997162  x   1.00002269  =   0.99999430
 NE1492!UTM  17      -   0.99997162  x   1.00026664  =   1.00023825
 NE1492
 NE1492:                Primary Azimuth Mark                     Grid Az
 NE1492:SPC MI S     -  BRITTON AZ MK                            265 23 10.9
 NE1492:UTM  17      -  BRITTON AZ MK                            267 38 47.9
 NE1492
 NE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6724854638(NAD 83)
 NE1492
 NE1492|---------------------------------------------------------------------|
 NE1492| PID    Reference Object                     Distance      Geod. Az  |
 NE1492|                                                           dddmmss.s |
 NE1492| CH0842 BRITTON RM 1                         30.425 METERS 10940     |
 NE1492| CH0841 BRITTON AZ MK                                      2654553.0 |
 NE1492| CH0843 BRITTON RM 2                         30.775 METERS 34245     |
 NE1492|---------------------------------------------------------------------|
 NE1492
 NE1492                          SUPERSEDED SURVEY CONTROL
 NE1492
 NE1492  NAD 83(1986)-  42 00 33.74328(N)    083 48 38.53441(W) AD(       ) 1
 NE1492  NAD 27      -  42 00 33.58500(N)    083 48 38.74900(W) AD(       ) 1
 NE1492
 NE1492.Superseded values are not recommended for survey control.
 NE1492
 NE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1492.See file dsdata.pdf to determine how the superseded data were derived.
 NE1492
 NE1492_MARKER: DS = TRIANGULATION STATION DISK
 NE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1492_STAMPING: BRITTON 1943
 NE1492_MARK LOGO: CGS
 NE1492_PROJECTION: RECESSED 30 CENTIMETERS
 NE1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1492+STABILITY: SURFACE MOTION
 NE1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1492+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2024
 NE1492
 NE1492  HISTORY     - Date     Condition        Report By
 NE1492  HISTORY     - 1943     MONUMENTED       CGS
 NE1492  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE1492  HISTORY     - 1967     GOOD             CGS
 NE1492  HISTORY     - 20010625 GOOD             INDIV
 NE1492  HISTORY     - 20011205 GOOD             TETR
 NE1492  HISTORY     - 20090216 GOOD             INDIV
 NE1492  HISTORY     - 20090604 GOOD             GEODES
 NE1492  HISTORY     - 20240628 GOOD             MCA
 NE1492
 NE1492                          STATION DESCRIPTION
 NE1492
 NE1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1492'STATION IS LOCATED ABOUT 3 MILES NE OF THE VILLAGE OF BRITTON ON THE
 NE1492'NE CORNER OF HOAGLAND AND MILWAUKEE ROADS.  IT IS 77.0 FEET NE OF THE
 NE1492'INTERSECTION OF THE TWO ROADS, 60.0 FEET W OF A TRIANGULAR BLAZE ON A
 NE1492'20-INCH APPLE TREE, 29 FEET E OF A N-S FENCE LINE, 34.2 FEET N OF AN
 NE1492'E-W FENCE LINE AND 28.3 FEET E OF A REFERENCE POST.  THE DISK IS
 NE1492'STAMPED BRITTON 1943.
 NE1492'
 NE1492'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1492'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1492'
 NE1492'REFERENCE MARK 1 IS 99.82 FEET SE OF THE STATION, 1.3 FEET N OF THE N
 NE1492'ROAD FENCE, AND 49.0 FEET SE OF A TRIANGULAR BLAZE ON A 20-INCH APPLE
 NE1492'TREE.  THE DISK IS STAMPED BRITTON NO 1 1943.
 NE1492'
 NE1492'REFERENCE MARK 2 IS 100.97 FEET NNW OF THE STATION, 1.3 FEET E OF THE
 NE1492'E ROAD FENCE, AND 21.4 FEET E OF THE CENTER LINE OF THE ROAD.  THE
 NE1492'DISK IS STAMPED BRITTON NO 2 1943.
 NE1492'
 NE1492'AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION ON THE S SIDE OF
 NE1492'MILWAUKEE ROAD.  IT IS 18.2 FEET S OF THE CENTER LINE OF THE ROAD, 1.5
 NE1492'FEET N OF AN E-W FENCE LINE AND 4.6 FEET W OF A REFERENCE POST.  THE
 NE1492'DISK IS STAMPED BRITTON 1943.
 NE1492'
 NE1492'TO REACH THE STATION FROM THE DEPOT AND RAILROAD TRACKS ON MICHIGAN
 NE1492'HIGHWAY 50 IN THE VILLAGE OF BRITTON, GO W 0.05 MILE ON HIGHWAY 50 TO
 NE1492'BRITTON ROAD, TURN RIGHT AND GO 1.55 MILES TO MILWAUKEE ROAD, TURN
 NE1492'RIGHT AND GO E ON MILWAUKEE ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 NE1492'THE RIGHT, CONTINUE STRAIGHT AHEAD 0.25 MILE TO HOAGLAND ROAD AND
 NE1492'STATION ON THE NE CORNER.
 NE1492'
 NE1492'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1492
 NE1492                          STATION RECOVERY (1966)
 NE1492
 NE1492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE1492'STATION WAS NOT RECOVERED, PROBABLY DESTROYED.  RM 1 WAS SEARCHED FOR
 NE1492'BUT WAS NOT RECOVERED.
 NE1492'RM 2 SLIGHTLY DISTURBED, PROBABLY FROM FARM MACHINERY HITTING IT.
 NE1492
 NE1492                          STATION RECOVERY (1967)
 NE1492
 NE1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NE1492'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 NE1492'CONDITION.  THESE MARKS WERE SEARCHED FOR BY THE U.S.G.S. AND NOT
 NE1492'FOUND.  THEY ALSO STATED THAT REFERENCE MARK WAS DISTURBED BUT THIS
 NE1492'WAS FOUND TO BE IN ERROR.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH
 NE1492'THE BELOW CHANGES.
 NE1492'
 NE1492'STATION MARK IS 60 FEET NORTH OF THE CENTERLINE OF MILWAUKEE ROAD, 48
 NE1492'FEET EAST OF THE CENTERLINE OF HOAGLAND ROAD, 1 FOOT UNDERGROUND, IN A
 NE1492'CULTIVATED FIELD AND ON THE PROPERTY OF MR. HAROLD E. ROHRBACK.
 NE1492'
 NE1492'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE INTERSECTION OF A
 NE1492'DRIVEWAY SOUTH AND MILWAUKEE ROAD, 23 FEET NORTH OF THE CENTERLINE OF
 NE1492'THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND FLUSH WITH THE
 NE1492'GROUND.
 NE1492'
 NE1492'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS
 NE1492'4 INCHES.
 NE1492'
 NE1492'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 4
 NE1492'INCHES.
 NE1492'
 NE1492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHEAST OF
 NE1492'BRITTON.
 NE1492
 NE1492                          STATION RECOVERY (2001)
 NE1492
 NE1492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 NE1492'RECOVERED IN GOOD CONDITION.
 NE1492
 NE1492                          STATION RECOVERY (2001)
 NE1492
 NE1492'RECOVERY NOTE BY TETRA TECH MPS 2001 (GMB)
 NE1492'RECOVERED AS DESCRIBED.  GOOD AS A GLOBAL POSITIONING POINT.
 NE1492
 NE1492                          STATION RECOVERY (2009)
 NE1492
 NE1492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MJB)
 NE1492'ALSO FOUND REFERENCE MARK 1 AND 2 IN GOOD CONDITION. ALL EXCELLENT GPS
 NE1492'POINTS.
 NE1492
 NE1492                          STATION RECOVERY (2009)
 NE1492
 NE1492'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2009 (GMB)
 NE1492'THE PRIMARY MARK IS BURIED 1.5 FEET UNDER THE SURFACE OF A CULTIVATED
 NE1492'FIELD.  BOTH REFERENCE POINTS WERE RECOVERED IN GOOD CONDITION AND ARE
 NE1492'MARKED WITH SURVEY MARKER POSTS AND SIGNS.  ALL THREE LOCATIONS ARE
 NE1492'SUITABLE FOR GPS OBSERVATIONS.  THE ONLY OBSTRUCTION AT THE PRIMARY
 NE1492'MARK BEING A 30 INCH MAPLE LOCATED NOMINALLY 100 FEET SOUTH.
 NE1492
 NE1492                          STATION RECOVERY (2024)
 NE1492
 NE1492'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 NE1492'THE MARK IS LOCATED IN A HAY FIELD AND IS 1.2 FT (0.4 M) BELOW GRADE.
 NE1492'REFERENCE MARK 1 (CH0842) AND REFERENCE MARK 2 (CH0843) WERE RECOVERED
 NE1492'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS2692 ***********************************************************************
 DS2692  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2692  DESIGNATION -  BRM 1
 DS2692  PID         -  DS2692
 DS2692  STATE/COUNTY-  MI/CHIPPEWA
 DS2692  COUNTRY     -  US
 DS2692  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 DS2692
 DS2692                         *CURRENT SURVEY CONTROL
 DS2692  ______________________________________________________________________
 DS2692* NAD 83(2011) POSITION- 46 30 06.55935(N) 084 21 36.10042(W)   ADJUSTED
 DS2692* NAD 83(2011) ELLIP HT-   148.755 (meters)        (12/02/25)   ADJUSTED
 DS2692* NAD 83(2011) EPOCH   -  2010.00
 DS2692* NAVD 88 ORTHO HEIGHT -   185.39  (meters)      608.2   (feet) GPS OBS
 DS2692  ______________________________________________________________________
 DS2692  GEOID HEIGHT    -        -36.627 (meters)                     GEOID18
 DS2692  NAD 83(2011) X  -    432,235.675 (meters)                     COMP
 DS2692  NAD 83(2011) Y  - -4,376,837.099 (meters)                     COMP
 DS2692  NAD 83(2011) Z  -  4,603,927.722 (meters)                     COMP
 DS2692  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 DS2692
 DS2692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2692  Standards:
 DS2692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2692  -------------------------------------------------------------------
 DS2692  NETWORK    0.45   0.78           0.21   0.15   0.40     -0.02585671
 DS2692  -------------------------------------------------------------------
 DS2692  Click here for local accuracies and other accuracy information.
 DS2692
 DS2692.The horizontal coordinates were established by GPS observations
 DS2692.and adjusted by the National Geodetic Survey in December 2025.
 DS2692
 DS2692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2692.been affixed to the stable North American tectonic plate. See 
 DS2692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2692
 DS2692.The horizontal coordinates are valid at the epoch date displayed above
 DS2692.which is a decimal equivalence of Year/Month/Day.
 DS2692
 DS2692.The orthometric height was determined by GPS observations and a
 DS2692.high-resolution geoid model using precise GPS observation and
 DS2692.processing techniques.
 DS2692
 DS2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2692.GEOID18 height accuracy estimate available here.
 DS2692
 DS2692.Click photographs - Photos may exist for this station.
 DS2692
 DS2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2692
 DS2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2692
 DS2692.The ellipsoidal height was determined by GPS observations
 DS2692.and is referenced to NAD 83.
 DS2692
 DS2692. The following values were computed from the NAD 83(2011) position.
 DS2692
 DS2692;                    North         East     Units Scale Factor Converg.
 DS2692;SPC MI N     -   194,374.468 8,202,588.635   MT  0.99990996   +1 54 29.3
 DS2692;SPC MI N     -   637,711.51 26,911,380.04   iFT  0.99990996   +1 54 29.3
 DS2692;UTM  16      - 5,153,192.120   702,559.606   MT  1.00010437   +1 54 56.4
 DS2692
 DS2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2692!SPC MI N     -   0.99997668  x   0.99990996  =   0.99988664
 DS2692!UTM  16      -   0.99997668  x   1.00010437  =   1.00008105
 DS2692
 DS2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0255953192(NAD 83)
 DS2692
 DS2692                          SUPERSEDED SURVEY CONTROL
 DS2692
 DS2692  NAVD 88 (02/19/26)  185.375  (m)          608.18   (f) ADJUSTED    2 1
 DS2692
 DS2692.Superseded values are not recommended for survey control.
 DS2692
 DS2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS2692.See file dsdata.pdf to determine how the superseded data were derived.
 DS2692
 DS2692_MARKER: DD = SURVEY DISK
 DS2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2692_SP_SET: BEDROCK
 DS2692_STAMPING: BRM-1 DETROIT DISTRICT 2020
 DS2692_MARK LOGO: USACE
 DS2692_PROJECTION: PROJECTING 1 CENTIMETERS
 DS2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2692+STABILITY: SURFACE MOTION
 DS2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2692+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DS2692_ROD/PIPE-DEPTH: 8.96 meters
 DS2692
 DS2692  HISTORY     - Date     Condition        Report By
 DS2692  HISTORY     - 2020     MONUMENTED       USACED
 DS2692  HISTORY     - 20210920 GOOD             CO-OPS
 DS2692  HISTORY     - 20220730 GOOD             CO-OPS
 DS2692  HISTORY     - 20220815 GOOD             NGS
 DS2692
 DS2692                          STATION DESCRIPTION
 DS2692
 DS2692'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2021 (ANS)
 DS2692'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHEAST OF DAFTER,
 DS2692'4.4 MI (7.1 KM) EAST-NORTHEAST OF SHALLOWS AND 0.7 MI (1.1 KM)
 DS2692'NORTHWEST OF SAULT SAINTE MARIE AND WITHIN THE GROUNDS FOR THE SOO
 DS2692'LOCKS, OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.
 DS2692'
 DS2692'FROM THE JUNCTION OF ASHMUN STREET (I-75 BUSINESS SPUR) AND W PORTAGE
 DS2692'AVENUE HEAD WEST ON W PORTAGE AVENUE FOR 0.70 MI (1.13 KM) TO AN
 DS2692'ENTRANCE DRIVEWAY ON THE NORTH SIDE, GATE #18.  THE GATED ENTRANCE IS
 DS2692'ON THE NORTH SIDE OF W PORTAGE AVENUE LEADING TO AN OPEN GROUNDS AREA
 DS2692'AND THE MARK.  AFTER RECEIVING PERMISSION TO ACCESS THIS AREA FROM THE
 DS2692'CHIEF, ST. MARYS RIVER SECTION AND SIGNING IN AT THE MAIN SECURITY
 DS2692'GATE PROCEED 0.52 MI (0.84 KM) WEST ON W PORTAGE AVENUE, 0.20 MI (0.32
 DS2692'KM) WEST OF THE WEST END OF THE ENTRANCE CHANNEL TO THE MAC-ARTHUR
 DS2692'LOCK.    IT IS 118.4 FT (36.1 M) SOUTHEAST OF CHANNEL LIGHT POLE
 DS2692'NUMBER 238, 104.1 FT (31.7 M) SOUTHWEST OF CHANNEL LIGHT POLE NUMBER
 DS2692'237, 97.1 FT (29.6 M) AND ACROSS W PORTAGE AVENUE FROM A STREET LIGHT
 DS2692'POLE, 74.0 FT (22.6 M) NORTH OF THE CENTERLINE OF W PORTAGE AVENUE,
 DS2692'54.0 FT (16.5 M) NORTHEAST OF THE CENTER OF THE GATE AT ENTRANCE, 52.5
 DS2692'FT (16.0 M) SOUTH OF THE SOUTH EDGE OF THE CONCRETE PIER HEADWORKS
 DS2692'ALONG THE SOUTH SIDE OF THE ENTRANCE CHANNEL, 48.9 FT (14.9 M) FROM
 DS2692'THE EASTERLY GATE POST AT ENTRANCE, 39.4 FT (12.0 M) NORTH OF AN
 DS2692'EAST-WEST FENCE LINE ON THE SOUTH SIDE OF THE COE'S PROPERTY.
 DS2692'
 DS2692'NOTE-THE MONUMENT IS A 3.25 INCH (8 CM) DIAMETER BRASS CORPS OF
 DS2692'ENGINEERS-U.S. ARMY SURVEY DISK EMBEDDED INTO A 20 INCH (51 CM)
 DS2692'DIAMETER CONCRETE BASE.  THE CONCRETE BASE IS CONSTRUCTED OVER A 6
 DS2692'INCH (15 CM) DIAMETER METAL WELL CASING THAT IS 20.4 FT (6.2 M) IN
 DS2692'LENGTH.  THE WELL CASING WAS THEN DRILLED 9.0 FT (2.7 M) INTO BEDROCK
 DS2692'AND BACKFILLED WITH CEMENT.  THE TOP OF THE MONUMENT IS APPROXIMATELY
 DS2692'1 FT (0.3 M) ABOVE GRADE AND SURROUNDED BY 4 YELLOW PROTECTIVE PIPES
 DS2692'THAT ARE APPROXIMATELY 4 FT (1.2 M) IN HEIGHT.
 DS2692'
 DS2692'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 DS2692'FALLS CANAL AT 906-635-3477.
 DS2692
 DS2692                          STATION RECOVERY (2022)
 DS2692
 DS2692'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 DS2692'RECOVERED IN GOOD CONDITION.
 DS2692
 DS2692                          STATION RECOVERY (2022)
 DS2692
 DS2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS2692'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) EAST-NORTHEAST OF BRIMLEY,
 DS2692'10.7 MI (17.2 KM) WEST OF PAYMENT, 10.3 MI (16.6 KM) NORTH-NORTHEAST
 DS2692'OF DAFTER, 4.4 MI (7.1 KM) EAST-NORTHEAST OF SHALLOWS AND 0.7 MI (1.1
 DS2692'KM) NORTHWEST OF SAULT SAINTE MARIE.
 DS2692'
 DS2692'THE STATION IS A BRASS USACE DISK EMBEDDED IN A 20 INCH (51 CM)
 DS2692'CONCRETE BASE CONSTRUCTED OVER A 6 INCH (15 CM) DIAMETER AND 6.2 M
 DS2692'(20.3 FT) IN LENGTH METAL WELL CASING DRILLED 2.74 M (9.0 FT) INTO
 DS2692'BEDROCK.  THE BENCH MARK IS 31.7 M (104.0 FT) SOUTHWEST FROM LIGHT
 DS2692'POLE 237, 29.6 M (97.1 FT) NORTHWEST OF A STREET LIGHT POLE, 14.9 M
 DS2692'(48.9 FT) NORTHEAST OF THE EASTERLY GATE POST AND 36.1 M (118.4 FT)
 DS2692'SOUTHEAST OF LIGHT POLE 238.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0558 ***********************************************************************
 OK0558  DESIGNATION -  BROAD
 OK0558  PID         -  OK0558
 OK0558  STATE/COUNTY-  MI/ISABELLA
 OK0558  COUNTRY     -  US
 OK0558  USGS QUAD   -  SHEPHERD (2017)
 OK0558
 OK0558                         *CURRENT SURVEY CONTROL
 OK0558  ______________________________________________________________________
 OK0558* NAD 83(1994) POSITION- 43 36 15.71904(N) 084 44 11.36593(W)   ADJUSTED
 OK0558* NAVD 88 ORTHO HEIGHT -   235.6   (meters)      773.    (feet) VERTCON3
 OK0558  ______________________________________________________________________
 OK0558  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 OK0558  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 OK0558  HORZ ORDER      -  FIRST
 OK0558
 OK0558.The horizontal coordinates were established by classical geodetic methods
 OK0558.and adjusted by the National Geodetic Survey in February 1997.
 OK0558
 OK0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0558
 OK0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0558.GEOID18 height accuracy estimate available here.
 OK0558
 OK0558.Click photographs - Photos may exist for this station.
 OK0558
 OK0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0558
 OK0558. The following values were computed from the NAD 83(1994) position.
 OK0558
 OK0558;                    North         East     Units Scale Factor Converg.
 OK0558;SPC MI S     -   233,822.249 3,970,141.965   MT  0.99998572   -0 15 06.0
 OK0558;SPC MI S     -   767,133.36 13,025,400.15   iFT  0.99998572   -0 15 06.0
 OK0558;UTM  16      - 4,830,421.523   682,678.789   MT  1.00001049   +1 33 41.5
 OK0558
 OK0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0558!SPC MI S     -   0.99996830  x   0.99998572  =   0.99995402
 OK0558!UTM  16      -   0.99996830  x   1.00001049  =   0.99997879
 OK0558
 OK0558:                Primary Azimuth Mark                     Grid Az
 OK0558:SPC MI S     -  BROAD AZ MK                              000 39 18.2
 OK0558:UTM  16      -  BROAD AZ MK                              358 50 30.7
 OK0558
 OK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8267830421(NAD 83)
 OK0558
 OK0558|---------------------------------------------------------------------|
 OK0558| PID    Reference Object                     Distance      Geod. Az  |
 OK0558|                                                           dddmmss.s |
 OK0558| OK0562 BROAD AZ MK                         APPROX. 1.7 KM 0002412.2 |
 OK0558| CH0844 BROAD RM 1                            9.236 METERS 08951     |
 OK0558| OK0577 MT PLEASANT TV STA WCMU MAST        APPROX. 4.4 KM 2242059.7 |
 OK0558| OK0581 WINN MICH OHIO GAS MICROWAVE        APPROX. 9.8 KM 2274737.9 |
 OK0558| OK0559 BROAD RM 2                            9.383 METERS 27029     |
 OK0558| OK0580 MT PLEASANT CHD WATER TK            APPROX. 4.7 KM 2881556.0 |
 OK0558| OK0579 MT PLEASANT MUN TANK                APPROX. 2.9 KM 2882858.8 |
 OK0558| OK0560 AIRPORT BCN MT PLEASANT APT         APPROX. 1.6 KM 3560015.5 |
 OK0558|---------------------------------------------------------------------|
 OK0558
 OK0558                          SUPERSEDED SURVEY CONTROL
 OK0558
 OK0558  NAD 83(1986)-  43 36 15.71489(N)    084 44 11.37814(W) AD(       ) 1
 OK0558  NAD 27      -  43 36 15.60569(N)    084 44 11.33307(W) AD(       ) 1
 OK0558  NGVD 29 (07/19/86)  235.8    (m)          774.     (f) VERT ANG       
 OK0558
 OK0558.Superseded values are not recommended for survey control.
 OK0558
 OK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0558.See file dsdata.pdf to determine how the superseded data were derived.
 OK0558
 OK0558_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0558_STAMPING: BROAD 1976
 OK0558_MARK LOGO: NGS
 OK0558_PROJECTION: FLUSH
 OK0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0558+STABILITY: SURFACE MOTION
 OK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0558+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2007
 OK0558
 OK0558  HISTORY     - Date     Condition        Report By
 OK0558  HISTORY     - 1976     MONUMENTED       NGS
 OK0558  HISTORY     - 19920910 GOOD             USPSQD
 OK0558  HISTORY     - 19930317 GOOD             LOCENG
 OK0558  HISTORY     - 20010605 GOOD             USPSQD
 OK0558  HISTORY     - 20070531 GOOD             GEOCAC
 OK0558
 OK0558                          STATION DESCRIPTION
 OK0558
 OK0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0558'STATION IS LOCATED 2 MILES EAST OF DOWNTOWN MT PLEASANT,
 OK0558'MIDWAY UP AN ELEVATED INCLINE TO AN OVERPASS AT THE JUNCTION
 OK0558'OF US HIGHWAY 27 FREEWAY AND BROADWAY STREET, ON COUNTY
 OK0558'RIGHT-OF-WAY.
 OK0558'
 OK0558'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 FREEWAY
 OK0558'AND STATE HIGHWAY 20 (AT THE HOLIDAY INN), GO EAST ON HIGHWAY
 OK0558'20 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, FOR 0.5 MILE
 OK0558'ON SUMMERTON ROAD TO A CROSSROAD.  TURN RIGHT, WEST, ON BROADWAY
 OK0558'STREET FOR 0.4 MILE TO THE OVERPASS AND STATION ON THE RIGHT.
 OK0558'
 OK0558'STATION MARKS, STAMPED---BROAD 1976---, ARE STANDARD DISKS.
 OK0558'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OK0558'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 133 PACES
 OK0558'EAST OF THE EAST END OF THE OVERPASS, 60.5 FEET WEST OF THE
 OK0558'EAST END OF A GUARD RAIL, 20 FEET NORTH OF THE ROAD CENTER
 OK0558'AND 3 FEET NORTH OF THE GUARD RAIL.
 OK0558'
 OK0558'REFERENCE MARK 1, STAMPED---BROAD NO 1 1976---, A STANDARD
 OK0558'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0558'MONUMENT FLUSH
 OK0558'WITH THE GROUND.  IT IS 31 FEET WEST OF THE EAST END OF THE
 OK0558'RAIL, 21 FEET NORTH OF THE ROAD CENTER, 3.5 FEET NORTH OF A
 OK0558'METAL WITNESS POST AT THE RAIL, 1 FOOT BELOW THE ROAD AND 1
 OK0558'FOOT BELOW THE STATION.
 OK0558'
 OK0558'REFERENCE MARK 2, STAMPED---BROAD NO 2 1976---, A STANDARD
 OK0558'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0558'MONUMENT FLUSH
 OK0558'WITH THE GROUND.  IT IS 21 FEET NORTH OF THE ROAD CENTER, 3
 OK0558'FEET NORTH OF A METAL WITNESS POST AT THE RAIL, 1 FOOT ABOVE
 OK0558'THE STATION AND LEVEL WITH THE ROAD.
 OK0558'
 OK0558'AZIMUTH MARK, STAMPED---BROAD 1976---, A STANDARD DISK
 OK0558'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 2
 OK0558'INCHES BELOW GROUND.  IT IS 85 FEET NORTHEAST OF THE NORTHWEST
 OK0558'CORNER OF A HANGAR, 54 FEET NORTH-NORTHEAST OF THE NORTHEAST
 OK0558'CORNER OF THE HANGAR AND 5.7 FEET EAST OF THE NORTHEAST CORNER
 OK0558'OF THE CONCRETE APRON ON THE NORTH SIDE OF THE HANGAR.
 OK0558'
 OK0558'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 27
 OK0558'FREEWAY AND STATE HIGHWAY 20, GO EAST ON HIGHWAY 20 FOR 0.45
 OK0558'MILE TO A CROSS STREET, TURN RIGHT, NORTH, FOR 0.5 MILE TO A
 OK0558'ROAD RIGHT.  TURN RIGHT, EAST, ON AIRPORT ROAD FOR 0.5 MILE TO A
 OK0558'DRIVEWAY LEFT LEADING TO 2 BLUE HANGARS.  TURN LEFT, THEN
 OK0558'RIGHT ALONG SOUTH SIDE OF HANGARS TO THE EAST END OF EAST
 OK0558'HANGAR,THEN
 OK0558'NORTH TO NORTH END OF APRON AND THE MARK IN THE GRASS AREA.
 OK0558'
 OK0558'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0558'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 2.3 METERS.
 OK0558'DESCRIBED BY G.R. HEID.
 OK0558
 OK0558                          STATION RECOVERY (1992)
 OK0558
 OK0558'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0558'RECOVERED IN GOOD CONDITION.
 OK0558
 OK0558                          STATION RECOVERY (1993)
 OK0558
 OK0558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0558'RECOVERED AS DESCRIBED.
 OK0558
 OK0558                          STATION RECOVERY (2001)
 OK0558
 OK0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0558'STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 FOUND IN GOOD
 OK0558'CONDITION, AZIMUTH MARK NOT FOUND.
 OK0558
 OK0558                          STATION RECOVERY (2007)
 OK0558
 OK0558'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 OK0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 TY7770 ***********************************************************************
 TY7770  DESIGNATION -  BROCKWAY
 TY7770  PID         -  TY7770
 TY7770  STATE/COUNTY-  MI/KEWEENAW
 TY7770  COUNTRY     -  US
 TY7770  USGS QUAD   -  LAKE MEDORA (2017)
 TY7770
 TY7770                         *CURRENT SURVEY CONTROL
 TY7770  ______________________________________________________________________
 TY7770* NAD 83(1994) POSITION- 47 27 57.48655(N) 087 54 25.37069(W)   ADJUSTED
 TY7770* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 TY7770  ______________________________________________________________________
 TY7770  GEOID HEIGHT    -        -35.241 (meters)                     GEOID18
 TY7770  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 TY7770  HORZ ORDER      -  THIRD
 TY7770
 TY7770.The horizontal coordinates were established by classical geodetic methods
 TY7770.and adjusted by the National Geodetic Survey in February 1997.
 TY7770
 TY7770.The orthometric height was scaled from a topographic map.
 TY7770
 TY7770.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY7770.GEOID18 height accuracy estimate available here.
 TY7770
 TY7770.Click photographs - Photos may exist for this station.
 TY7770
 TY7770.The Laplace correction was computed from DEFLEC18 derived deflections.
 TY7770
 TY7770. The following values were computed from the NAD 83(1994) position.
 TY7770
 TY7770;                    North         East     Units Scale Factor Converg.
 TY7770;SPC MI N     -   298,575.499 7,931,609.219   MT  1.00011605   -0 39 20.2
 TY7770;SPC MI N     -   979,578.41 26,022,339.96   iFT  1.00011605   -0 39 20.2
 TY7770;UTM  16      - 5,257,346.336   431,643.258   MT  0.99965742   -0 40 06.3
 TY7770
 TY7770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7770!SPC MI N     -   0.99995819  x   1.00011605  =   1.00007424
 TY7770!UTM  16      -   0.99995819  x   0.99965742  =   0.99961563
 TY7770
 TY7770:                Primary Azimuth Mark                     Grid Az
 TY7770:SPC MI N     -  MT HOUGHTON 2                            202 20 40.4
 TY7770:UTM  16      -  MT HOUGHTON 2                            202 21 26.5
 TY7770
 TY7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3164357346(NAD 83)
 TY7770
 TY7770|---------------------------------------------------------------------|
 TY7770| PID    Reference Object                     Distance      Geod. Az  |
 TY7770|                                                           dddmmss.s |
 TY7770| TY7771 MT HOUGHTON 2                       APPROX. 7.0 KM 2014120.2 |
 TY7770|---------------------------------------------------------------------|
 TY7770
 TY7770                          SUPERSEDED SURVEY CONTROL
 TY7770
 TY7770  NAD 83(1986)-  47 27 57.47262(N)    087 54 25.34741(W) AD(       ) 3
 TY7770  NAD 27      -  47 27 57.81000(N)    087 54 24.95700(W) AD(       ) 3
 TY7770
 TY7770.Superseded values are not recommended for survey control.
 TY7770
 TY7770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7770.See file dsdata.pdf to determine how the superseded data were derived.
 TY7770
 TY7770_MARKER: DD = SURVEY DISK
 TY7770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7770_STAMPING: BROCKWAY 1934
 TY7770_MARK LOGO: CGS+SS
 TY7770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7770+STABILITY: SURFACE MOTION
 TY7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY7770+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 TY7770
 TY7770  HISTORY     - Date     Condition        Report By
 TY7770  HISTORY     - 1935     MONUMENTED       MIGS
 TY7770  HISTORY     - 20000904 MARK NOT FOUND   MIDT
 TY7770  HISTORY     - 20031015 GOOD             GEOCAC
 TY7770  HISTORY     - 20070720 GOOD             GEOCAC
 TY7770
 TY7770                          STATION DESCRIPTION
 TY7770
 TY7770'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1935 (CMC)
 TY7770'ON THE BROCKWAY MOUNTAIN DRIVE NEAR THE EASTERLY END OF WEST
 TY7770'BLUFF IN SEC. 31, T. 59 N., R. 28 W., 0.4 MILE WEST FROM
 TY7770'THE SHARP BEND IN THE DRIVE AT BROCKWAY VIEW (SOMETIMES
 TY7770'CALLED BROCKWAYS NODE, ALSO BROCKWAYS NOSE), 31.8 FEET SOUTH
 TY7770'FROM THE NORTH EDGE OF THE ROAD, 10.3 FEET SOUTH FROM THE SOUTH
 TY7770'EDGE OF THE ROAD AND APPROXIMATELY 11.2 FEET BACK (NORTH)
 TY7770'FROM THE STEEP WALL OF THE BLUFF.
 TY7770'
 TY7770'TO REACH FROM THE JUNCTION OF THE BROCKWAY MOUNTAIN DRIVE
 TY7770'WITH STATE HIGHWAY 26 AND U.S. HIGHWAY 41 JUST WEST OF COPPER
 TY7770'HARBOR, GO WEST ON BROCKWAY MOUNTAIN DRIVE FOR 1.4 MILES
 TY7770'TO THE STATION.
 TY7770'
 TY7770'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND
 TY7770'S.S. BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND
 TY7770'3 RESPECTIVELY.
 TY7770'
 TY7770'REFERENCE MARK IS EAST FROM THE STATION 29.3 FEET SOUTH FROM
 TY7770'NORTH EDGE OF ROAD.  AT PRESENT (1935) THE REFERENCE MARK IS
 TY7770'6 PACES WEST FROM A ROAD SIGN READING KEEP TO THE RIGHT.  STEEP
 TY7770'HILL.
 TY7770
 TY7770                          STATION RECOVERY (2000)
 TY7770
 TY7770'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 TY7770'SEARCHED FOR BUT NOT FOUND. NO EVIDENCE OF THE STATION OR THE
 TY7770'REFERENCE MARK.  THERE IS SOME EVIDENCE THAT GRADING OF THE ROAD BED
 TY7770'WAS DONE PROBABLY WHEN IT WAS PAVED MANY YEARS AGO, SMALL EARTH BERMS
 TY7770'ON BOTH SIDES AS IF THE ROAD WAS CUT LOWER.  THERE ARE ALSO STONE AND
 TY7770'MASONARY RETAINING WALLS ALONG THE BLUFF.
 TY7770
 TY7770                          STATION RECOVERY (2003)
 TY7770
 TY7770'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 TY7770'RECOVERED USING DGPS.
 TY7770'TO REACH FROM THE INTERSECTION OF US-41 AND HWY M-26 IN COPPER HARBOR,
 TY7770'TAKE M-26 NW'LY (TO EAGLE HARBOR) FOR 0.45 MILES TO BROCKWAY MOUNTAIN
 TY7770'DRIVE ON THE LEFT, THENCE 1.0 MILE UP-HILL ALONG THE BROCKWAY MOUNTAIN
 TY7770'DRIVE  TO MARK ON THE LEFT.
 TY7770'IT IS ABOUT 0.40 WEST FROM A SHARP CURVE AND A SCENIC TURN-OUT
 TY7770'OVERLOOKING COPPER HARBOR, 207 FT WEST FROM THE WEST END OF A
 TY7770'STONE/MASONRY WALL ON LEFT AND A LONE 12-INCH WHITE PINE ON THE RIGHT,
 TY7770'58 FT EAST FROM SIGN 'STEEP HILL DOWN', 22 FT SOUTH OF ROAD C/L, 11 FT
 TY7770'BACK (NORTH) FROM EDGE OF THE CLIFF, ABOUT 1 FT HIGHER THAN THE ROAD
 TY7770'AND FLUSH WITH THE GROUND SURFACE. A USC GS AND SS DISK IN 8-INCH
 TY7770'SQUARE CONCRETE POST.
 TY7770'
 TY7770'THE REFERENCE MARK WAS SEARCHED FOR AND NOT FOUND.
 TY7770
 TY7770                          STATION RECOVERY (2007)
 TY7770
 TY7770'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 TY7770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0592 ***********************************************************************
 RK0592  DESIGNATION -  BROKY
 RK0592  PID         -  RK0592
 RK0592  STATE/COUNTY-  MI/MARQUETTE
 RK0592  COUNTRY     -  US
 RK0592  USGS QUAD   -  DIORITE (2017)
 RK0592
 RK0592                         *CURRENT SURVEY CONTROL
 RK0592  ______________________________________________________________________
 RK0592* NAD 83(1994) POSITION- 46 33 16.26112(N) 087 51 10.23299(W)   ADJUSTED
 RK0592* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 RK0592  ______________________________________________________________________
 RK0592  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 RK0592  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 RK0592  HORZ ORDER      -  SECOND
 RK0592
 RK0592.The horizontal coordinates were established by classical geodetic methods
 RK0592.and adjusted by the National Geodetic Survey in February 1997.
 RK0592
 RK0592.The orthometric height was scaled from a topographic map.
 RK0592
 RK0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0592.GEOID18 height accuracy estimate available here.
 RK0592
 RK0592.Click photographs - Photos may exist for this station.
 RK0592
 RK0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0592
 RK0592. The following values were computed from the NAD 83(1994) position.
 RK0592
 RK0592;                    North         East     Units Scale Factor Converg.
 RK0592;SPC MI N     -   197,209.627 7,934,605.956   MT  0.99991385   -0 36 59.1
 RK0592;SPC MI N     -   647,013.21 26,032,171.77   iFT  0.99991385   -0 36 59.1
 RK0592;UTM  16      - 5,156,014.393   434,625.348   MT  0.99965253   -0 37 09.2
 RK0592
 RK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0592!SPC MI N     -   0.99991968  x   0.99991385  =   0.99983354
 RK0592!UTM  16      -   0.99991968  x   0.99965253  =   0.99957224
 RK0592
 RK0592:                Primary Azimuth Mark                     Grid Az
 RK0592:SPC MI N     -  BROKY AZ MK                              200 39 15.8
 RK0592:UTM  16      -  BROKY AZ MK                              200 39 25.9
 RK0592
 RK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3462556014(NAD 83)
 RK0592
 RK0592|---------------------------------------------------------------------|
 RK0592| PID    Reference Object                     Distance      Geod. Az  |
 RK0592|                                                           dddmmss.s |
 RK0592| CJ2284 BROKY RM 1                           25.310 METERS 05704     |
 RK0592| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX.20.7 KM 1235528.3 |
 RK0592| CJ2283 BROKY AZ MK                                        2000216.7 |
 RK0592| RK0594 CHAMPION MICH BELL TEL MAST         APPROX.10.3 KM 2393218.0 |
 RK0592| CJ2285 BROKY RM 2                           28.361 METERS 28535     |
 RK0592|---------------------------------------------------------------------|
 RK0592
 RK0592                          SUPERSEDED SURVEY CONTROL
 RK0592
 RK0592  NAD 83(1986)-  46 33 16.25451(N)    087 51 10.22735(W) AD(       ) 2
 RK0592  NAD 27      -  46 33 16.49200(N)    087 51 09.74300(W) AD(       ) 2
 RK0592
 RK0592.Superseded values are not recommended for survey control.
 RK0592
 RK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0592.See file dsdata.pdf to determine how the superseded data were derived.
 RK0592
 RK0592_MARKER: DS = TRIANGULATION STATION DISK
 RK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0592_STAMPING: BROKY 1955
 RK0592_MARK LOGO: CGS
 RK0592_PROJECTION: FLUSH
 RK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0592+STABILITY: SURFACE MOTION
 RK0592
 RK0592  HISTORY     - Date     Condition        Report By
 RK0592  HISTORY     - 1955     MONUMENTED       CGS
 RK0592  HISTORY     - 20070712 GOOD             GEOCAC
 RK0592
 RK0592                          STATION DESCRIPTION
 RK0592
 RK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0592'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF ISHPEMING, 6 MILES
 RK0592'NORTHEAST OF CHAMPION ON THE HIGHEST POINT OF A WOODED RIDGE IN
 RK0592'SECTION 18, T.48N., T.28W.
 RK0592'
 RK0592'TO REACH THE STATION FROM ISHPEMING, GO WEST ON U.S. HIGHWAY 41 FOR
 RK0592'13.0 MILES TO A GRAVEL ROAD RIGHT AND RAYS CASH MARKET ON THE LEFT.
 RK0592'TURN RIGHT, GO NORTH ON GRAVEL ROAD 1.7 MILES TO A RAILROAD
 RK0592'CROSSING.  CONTINUE NORTH 0.7 MILE TO A CLIFF AND THE AZIMUTH MARK ON
 RK0592'THE RIGHT.  CONTINUE NORTH 1.3 MILES TO A ROAD RIGHT.  CONTINUE
 RK0592'STRAIGHT AHEAD 0.9 MILE TO A TRACK ROAD LEFT.  TURN LEFT INTO WOODS
 RK0592'AND FOLLOW TRACK ROAD WESTERLY 0.1 MILE TO END OF TRUCK TRAVEL.  THE
 RK0592'STATION IS ABOUT 150 YARDS SOUTHWEST OF HERE ON TOP OF RIDGE.
 RK0592'
 RK0592'THE STATION MARK, A STANDARD DISK STAMPED BROKY 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 2 FEET SOUTHEAST OF A
 RK0592'WHITE WITNESS POST, 2 FEET SOUTHWEST OF A 12 INCH STUMP AND 1 FOOT
 RK0592'NORTH OF AN 18 INCH STUMP.
 RK0592'
 RK0592'REFERENCE MARK 1, A STANDARD DISK STAMPED BROKY NO 1 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS ABOUT THE SAME
 RK0592'ELEVATION AS THE STATION MARK.
 RK0592'
 RK0592'REFERENCE MARK 2, A STANDARD DISK STAMPED BROKY NO 2 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS SET ON THE SOUTH SLOPE
 RK0592'OF THE RIDGE APPROXIMATELY 6 FEET LOWER THAN THE STATION MARK.
 RK0592'
 RK0592'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROKY 1955 IS CEMENTED IN A
 RK0592'DRILL HOLE IN A SHELF OF BEDROCK 32 FEET EAST OF THE CENTERLINE OF A
 RK0592'GRAVEL ROAD AND 20 FEET EAST OF A WHITE WITNESS POST.  THIS MARK IS
 RK0592'NOT VISIBLE FROM THE GROUND AT THE STATION MARK AND WOULD REQUIRE
 RK0592'AN ENORMOUS AMOUNT OF CLEARING TO BE MADE SO.
 RK0592'
 RK0592'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0592
 RK0592                          STATION RECOVERY (2007)
 RK0592
 RK0592'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0592'RM 1 AND RM 2 ALSO RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1469 ***********************************************************************
 MD1469  DESIGNATION -  BRONSON
 MD1469  PID         -  MD1469
 MD1469  STATE/COUNTY-  MI/BRANCH
 MD1469  COUNTRY     -  US
 MD1469  USGS QUAD   -  BRONSON SOUTH (2017)
 MD1469
 MD1469                         *CURRENT SURVEY CONTROL
 MD1469  ______________________________________________________________________
 MD1469* NAD 83(2011) POSITION- 41 51 22.51487(N) 085 14 38.28838(W)   ADJUSTED
 MD1469* NAD 83(2011) ELLIP HT-   268.700 (meters)        (06/27/12)   ADJUSTED
 MD1469* NAD 83(2011) EPOCH   -  2010.00
 MD1469* NAVD 88 ORTHO HEIGHT -   301.9   (meters)      990.    (feet) GPS OBS
 MD1469  ______________________________________________________________________
 MD1469  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MD1469  GEOID HEIGHT    -        -33.149 (meters)                     GEOID93
 MD1469  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 MD1469  NAD 83(2011) X  -    394,489.585 (meters)                     COMP
 MD1469  NAD 83(2011) Y  - -4,741,485.247 (meters)                     COMP
 MD1469  NAD 83(2011) Z  -  4,233,904.598 (meters)                     COMP
 MD1469  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 MD1469
 MD1469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1469  Standards:
 MD1469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1469  -------------------------------------------------------------------
 MD1469  NETWORK    1.14   2.10           0.52   0.39   1.07     -0.09299159
 MD1469  -------------------------------------------------------------------
 MD1469  Click here for local accuracies and other accuracy information.
 MD1469
 MD1469.The horizontal coordinates were established by GPS observations
 MD1469.and adjusted by the National Geodetic Survey in June 2012.
 MD1469
 MD1469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1469.been affixed to the stable North American tectonic plate. See 
 MD1469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1469
 MD1469.The horizontal coordinates are valid at the epoch date displayed above
 MD1469.which is a decimal equivalence of Year/Month/Day.
 MD1469
 MD1469.The orthometric height was determined by GPS observations and a
 MD1469.high-resolution geoid model.
 MD1469
 MD1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1469.GEOID18 height accuracy estimate available here.
 MD1469
 MD1469.Click photographs - Photos may exist for this station.
 MD1469
 MD1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1469
 MD1469.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1469
 MD1469.The ellipsoidal height was determined by GPS observations
 MD1469.and is referenced to NAD 83.
 MD1469
 MD1469. The following values were computed from the NAD 83(2011) position.
 MD1469
 MD1469;                    North         East     Units Scale Factor Converg.
 MD1469;SPC MI S     -    39,952.727 3,927,147.946   MT  1.00006660   -0 35 49.3
 MD1469;SPC MI S     -   131,078.50 12,884,343.65   iFT  1.00006660   -0 35 49.3
 MD1469;UTM  16      - 4,635,307.175   645,759.698   MT  0.99986144   +1 10 19.0
 MD1469
 MD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1469!SPC MI S     -   0.99995786  x   1.00006660  =   1.00002445
 MD1469!UTM  16      -   0.99995786  x   0.99986144  =   0.99981930
 MD1469
 MD1469:                Primary Azimuth Mark                     Grid Az
 MD1469:SPC MI S     -  QUINCY                                   066 55 36.6
 MD1469:UTM  16      -  QUINCY                                   065 09 28.3
 MD1469
 MD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4575935307(NAD 83)
 MD1469
 MD1469|---------------------------------------------------------------------|
 MD1469| PID    Reference Object                     Distance      Geod. Az  |
 MD1469|                                                           dddmmss.s |
 MD1469| MD1870 QUINCY                              APPROX.29.1 KM 0661947.3 |
 MD1469|---------------------------------------------------------------------|
 MD1469
 MD1469                          SUPERSEDED SURVEY CONTROL
 MD1469
 MD1469  NAD 83(2007)-  41 51 22.51498(N)    085 14 38.28932(W) AD(2002.00) 0
 MD1469  ELLIP H (02/10/07)  268.717  (m)                       GP(2002.00)    
 MD1469  ELLIP H (07/12/02)  268.738  (m)                       GP(       ) 4 1
 MD1469  NAD 83(1994)-  41 51 22.51480(N)    085 14 38.28932(W) AD(       ) 1
 MD1469  ELLIP H (05/08/96)  268.768  (m)                       GP(       ) 1 1
 MD1469  NAD 83(1986)-  41 51 22.51572(N)    085 14 38.31175(W) AD(       ) 1
 MD1469  NAD 83(1986)-  41 51 22.51488(N)    085 14 38.29966(W) AD(       ) 1
 MD1469  NAD 27      -  41 51 22.33340(N)    085 14 38.39870(W) AD(       ) 1
 MD1469  USSD        -  41 51 22.35200(N)    085 14 38.19600(W) AD(       ) 3
 MD1469  NGVD 29 (09/14/93)  302.2    (m)          991.     (f) VERT ANG       
 MD1469  NGVD 29 (07/19/86)  304.1    (m)          998.     (f) VERT ANG       
 MD1469
 MD1469.Superseded values are not recommended for survey control.
 MD1469
 MD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1469.See file dsdata.pdf to determine how the superseded data were derived.
 MD1469
 MD1469_MARKER: H = DRILL HOLE
 MD1469_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MD1469_STAMPING: BRONSON USLS 1878
 MD1469_MARK LOGO: NONE
 MD1469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1469+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1994
 MD1469
 MD1469  HISTORY     - Date     Condition        Report By
 MD1469  HISTORY     - 1878     MONUMENTED       USLS
 MD1469  HISTORY     - 1878     GOOD             USLS
 MD1469  HISTORY     - 19900716 GOOD             LOCENG
 MD1469  HISTORY     - 19920713 POOR             HOLDEN
 MD1469  HISTORY     - 19940628 GOOD             MIDT
 MD1469
 MD1469                          STATION DESCRIPTION
 MD1469
 MD1469'DESCRIBED BY US LAKE SURVEY 1878
 MD1469'ABOUT 3 MILES WEST OF BRONSON (STATION ON THE NEW YORK CENTRAL
 MD1469'RAILROAD), IN SE1/4SW1/4 SEC. 16, T.
 MD1469'7 S., R. 8 W., BRONSON TOWNSHIP.  MARKED BY STONE POSTS.  REFERENCE
 MD1469'MARKS ARE STONE POSTS AT
 MD1469'FOLLOWING DISTANCES AND BEARINGS FROM STATION- 106.5
 MD1469'METERS (349 FEET), N. 40 DEG. 13 MIN. E.,
 MD1469'68.6 METERS (225 FEET), N. 85 DEG. 08 MIN. E., AND 116.4
 MD1469'METERS (382 FEET), S. 36 DEG. 12 MIN. E.  BRANCH COUNTY- SW.
 MD1469'CORNER OF SE. QUARTER OF SEC.  16, T. 7
 MD1469'S., R. 8 W. (U. S. L. S.) IS 208.9 METERS (685 FEET) FROM STATION ON
 MD1469'BEARING S. 19 DEG. 07 MIN. E.
 MD1469
 MD1469                          STATION RECOVERY (1878)
 MD1469
 MD1469'RECOVERY NOTE BY US LAKE SURVEY 1878
 MD1469'RECOVERED IN GOOD CONDITION.
 MD1469
 MD1469                          STATION RECOVERY (1990)
 MD1469
 MD1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 MD1469'FOUND 8 X 8-INCH LIMESTONE WITH 1/2 INCH HOLE DRILLED IN AND TOP 3 FT
 MD1469'(0.9 M) DEEP IN FALLOW FIELD.  REFERENCE IS A CONCRETE MONUMENT 8 X
 MD1469'8-INCHES. FOUND NORTH 40 DEGREES EAST, 225 FT.  SOUTHEAST MONUMENT MAY
 MD1469'EXIST UNDER LARGE ROCKFILL AREA, PLACED CARSONTIE POSTS 2 FT (0.6 M)
 MD1469'EAST AND 2 FT (0.6 M) WEST.  COPY OF CONTROL SHEET FURNISHED TO LAND
 MD1469'OWNER.
 MD1469
 MD1469                          STATION RECOVERY (1992)
 MD1469
 MD1469'RECOVERY NOTE BY HOLDEN GPS 1992
 MD1469'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BRONSON, 14 MILES
 MD1469'SOUTHWEST OF COLDWATER, 15 MILES SOUTH SOUTHWEST OF UNION CITY, 9
 MD1469'MILES SOUTHEAST OF COLON AND 9 MILES EAST NORTHEAST OF STURGIS.  IT
 MD1469'IS IN QUAD 410851, AND IS PLOTTED ON THE USGS QUADRANGLE MAP BRONSON
 MD1469'IN THE SOUTH 1/2 OF SECTION 16, T7S,R8W WHICH IS BRONSON TOWNSHIP.
 MD1469'TO REACH FROM THE TRAFFIC LIGHT AT US-12 AND MATTESON STREET IN
 MD1469'BRONSON, GO SOUTHWEST ON US-12 FOR 2.8 MI (4.5 KM) TO THE NORTH-SOUTH
 MD1469'QUARTER LINE OF SECTION 16 AND THE SOUTH 1/4 CORNER OF THE SECTION ON
 MD1469'THE RIGHT, WALK NORTH ALONG THE FENCE 675 FT (205.7 M) TO A REFERENCE
 MD1469'MARK ON THE WEST SIDE OF THE FENCE, TURN LEFT AND GO WEST 225 FT
 MD1469'(68.6 M) TO THE STATION AT THE TOP OF THE HILL.
 MD1469'STATION IS 225.0 FT (68.6 M) WEST FROM A SQUARE STONE REFERENCE MARK
 MD1469'SCRIBED US NEAR THE NORTH-SOUTH 1/4 LINE FENCE AND 174 FT (53.0 M)
 MD1469'EAST SOUTHEAST FROM A 26 INCH TREE NEAR THE EDGE OF THE WOODS AT THE
 MD1469'NORTHEAST CORNER OF THE FIELD AND N 19 W 685 FT (208.8 M) FROM THE
 MD1469'SOUTH 1/4 CORNER OF SECTION 16 WHICH IS ABOUT 100 FT (30.5 M) NORTH
 MD1469'OF THE CENTER OF US-12.  A CARSONITE WITNESS POST HAS BEEN SET ABOUT
 MD1469'ONE FOOT BOTH NORTH AND SOUTH OF THE STATION.  MARK IS IRON ROD 30
 MD1469'INCHES BELOW THE SURFACE.
 MD1469
 MD1469                          STATION RECOVERY (1994)
 MD1469
 MD1469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 MD1469'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE BRONSON SOUTH
 MD1469'QUADRANGLE MAP IN THE SOUTHWEST 1/4 OF SECTION 16, T-7-S, R-8-W,
 MD1469'BRONSON TOWNSHIP.  ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF BRONSON, 10.0 MI
 MD1469'(16.1 KM) NORTHEAST OF STURGIS, 10.0 MI (16.1 KM) SOUTH OF SHERWOOD
 MD1469'ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD.  TO REACH FROM THE
 MD1469'INTERSECTION OF MATTESON LAKE ROAD AND U.S.  HIGHWAY 12 GO SOUTHWEST
 MD1469'ALONG U.S.  HIGHWAY 12 FOR 2.5 MI (4.0 KM) TO A TWO TRACK TRAIL NORTH.
 MD1469'TURN RIGHT AND GO NORTH FOR ABOUT 25.0 FT, (7.6 M) . TURN RIGHT AND
 MD1469'FOLLOW THE TREE LINE EASTERLY PARALLEL WITH U.S. HIGHWAY 12 FOR ABOUT
 MD1469'300.0 FT (91.4 M) THROUGH AN OPENING IN A FENCE.  TURN LEFT AND GO
 MD1469'NORTHEAST TO THE TOP OF A HILL TO STATION IN AN OPEN FIELD ON THE
 MD1469'SOUTHWEST SIDE OF A BLACKBERRY PATCH.  STATION IS 349.0 FT (106.4 M)
 MD1469'SOUTHWEST FROM A STONE POST, 225.0 FT (68.6 M) SOUTHWEST FROM A STONE
 MD1469'POST, 382.0 FT (116.4 M) NORTHWEST FROM A STONE POST.  THERE ARE TWO
 MD1469'CARSONITE POSTS MARKING THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0243 ***********************************************************************
 NE0243  DESIGNATION -  BROWN
 NE0243  PID         -  NE0243
 NE0243  STATE/COUNTY-  MI/ST CLAIR
 NE0243  COUNTRY     -  US
 NE0243  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0243
 NE0243                         *CURRENT SURVEY CONTROL
 NE0243  ______________________________________________________________________
 NE0243* NAD 83(1986) POSITION- 42 35 14.     (N) 082 38 24.     (W)   SCALED
 NE0243* NAVD 88 ORTHO HEIGHT -   175.792 (meters)      576.74  (feet) ADJUSTED
 NE0243  ______________________________________________________________________
 NE0243  GEOID HEIGHT    -        -34.869 (meters)                     GEOID18
 NE0243  DYNAMIC HEIGHT  -        175.743 (meters)      576.58  (feet) COMP
 NE0243  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 NE0243
 NE0243  VERT ORDER      -  FIRST     CLASS 0
 NE0243
 NE0243.The horizontal coordinates were scaled from a map and have
 NE0243.an estimated accuracy of +/- 6 seconds.
 NE0243
 NE0243.The orthometric height was determined by differential leveling and
 NE0243.adjusted by the NATIONAL GEODETIC SURVEY
 NE0243.in June 1991.
 NE0243
 NE0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0243.GEOID18 height accuracy estimate available here.
 NE0243
 NE0243.Click photographs - Photos may exist for this station.
 NE0243
 NE0243.The dynamic height is computed by dividing the NAVD 88
 NE0243.geopotential number by the normal gravity value computed on the
 NE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0243.degrees latitude (g = 980.6199 gals.).
 NE0243
 NE0243.The modeled gravity was interpolated from observed gravity values.
 NE0243
 NE0243;                    North         East    Units  Estimated Accuracy
 NE0243;SPC MI S     -   122,220.    4,141,710.      MT  (+/- 180 meters Scaled)
 NE0243
 NE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH654162(NAD 83)
 NE0243
 NE0243                          SUPERSEDED SURVEY CONTROL
 NE0243
 NE0243  NGVD 29 (??/??/92)  175.926  (m)          577.18   (f) ADJ UNCH    1 0
 NE0243
 NE0243.Superseded values are not recommended for survey control.
 NE0243
 NE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0243.See file dsdata.pdf to determine how the superseded data were derived.
 NE0243
 NE0243_MARKER: DD = SURVEY DISK
 NE0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0243_SP_SET: CONCRETE SLAB
 NE0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0243
 NE0243  HISTORY     - Date     Condition        Report By
 NE0243  HISTORY     - UNK      MONUMENTED       USLS
 NE0243  HISTORY     - 1970     GOOD             USLS
 NE0243
 NE0243                          STATION DESCRIPTION
 NE0243
 NE0243'DESCRIBED BY US LAKE SURVEY 1970
 NE0243'AT HARSENS ISLAND.
 NE0243'BROWN IS ON THE WEST END OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0243'MICHIGAN, ON SOUTHEAST SIDE OF MIDDLE CHANNEL, 5 MILES SOUTHWEST OF
 NE0243'THE FERRY DOCK, 0.1 MILE NORTHERLY OF BRIDGE OVER SNOOKS HIGHWAY,
 NE0243'ON THE PROPERTY OF BROWNS LANDING, 51.2 FEET SOUTHEAST OF A
 NE0243'UTILITY POLE, 40.2 FEET SOUTHWEST OF NORTHWEST CORNER OF SEAWALL,
 NE0243'23.8 FEET WEST OF A UTILITY POLE, 12.9 FEET SOUTHWEST OF NORTHEAST
 NE0243'CORNER, 5.9 FEET NORTHEAST OF SOUTHWEST CORNER AND 4.7 FEET
 NE0243'NORTH OF SOUTH CORNER OF A 9 X 12 FOOT CONCRETE SLAB USED AS
 NE0243'A BASE FOR GARBAGE CONTAINER, FLUSH WITH GROUND SURFACE, BEING
 NE0243'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- BM 1972.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1873 ***********************************************************************
 MD1873  DESIGNATION -  BROWN
 MD1873  PID         -  MD1873
 MD1873  STATE/COUNTY-  MI/BRANCH
 MD1873  COUNTRY     -  US
 MD1873  USGS QUAD   -  COLDWATER EAST (2017)
 MD1873
 MD1873                         *CURRENT SURVEY CONTROL
 MD1873  ______________________________________________________________________
 MD1873* NAD 83(1994) POSITION- 41 57 26.26197(N) 084 55 25.06426(W)   ADJUSTED
 MD1873* NAVD 88 ORTHO HEIGHT -   321.3   (meters)     1054.    (feet) VERTCON3
 MD1873  ______________________________________________________________________
 MD1873  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 MD1873  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 MD1873  HORZ ORDER      -  FIRST
 MD1873
 MD1873.The horizontal coordinates were established by classical geodetic methods
 MD1873.and adjusted by the National Geodetic Survey in February 1997.
 MD1873
 MD1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1873
 MD1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1873.GEOID18 height accuracy estimate available here.
 MD1873
 MD1873.Click photographs - Photos may exist for this station.
 MD1873
 MD1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1873
 MD1873. The following values were computed from the NAD 83(1994) position.
 MD1873
 MD1873;                    North         East     Units Scale Factor Converg.
 MD1873;SPC MI S     -    50,949.232 3,953,823.045   MT  1.00003684   -0 22 44.5
 MD1873;SPC MI S     -   167,156.27 12,971,860.38   iFT  1.00003684   -0 22 44.5
 MD1873;UTM  16      - 4,647,119.881   672,079.102   MT  0.99996438   +1 23 18.8
 MD1873
 MD1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1873!SPC MI S     -   0.99995487  x   1.00003684  =   0.99999171
 MD1873!UTM  16      -   0.99995487  x   0.99996438  =   0.99991925
 MD1873
 MD1873:                Primary Azimuth Mark                     Grid Az
 MD1873:SPC MI S     -  QUINCY GENERAL CABLE TANK                097 30 01.4
 MD1873:UTM  16      -  QUINCY GENERAL CABLE TANK                095 43 58.1
 MD1873
 MD1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7207947119(NAD 83)
 MD1873
 MD1873|---------------------------------------------------------------------|
 MD1873| PID    Reference Object                     Distance      Geod. Az  |
 MD1873|                                                           dddmmss.s |
 MD1873| NF1407 LITCHFIELD MUN TANK                 APPROX.17.1 KM 0550320.4 |
 MD1873| MD1866 QUINCY GENERAL CABLE TANK           APPROX. 5.7 KM 0970716.9 |
 MD1873| MD1872 QUINCY MUN TANK                     APPROX. 3.6 KM 1091219.1 |
 MD1873| CE5821 BROWN RM 1                           36.605 METERS 14317     |
 MD1873| CE5822 BROWN RM 2                           29.969 METERS 21615     |
 MD1873| MD1871 COLDWATER CABLE TV MAST             APPROX. 3.2 KM 2294621.7 |
 MD1873| MD1468 COLDWATER NW MUN TANK               APPROX. 7.6 KM 2654726.6 |
 MD1873|---------------------------------------------------------------------|
 MD1873
 MD1873                          SUPERSEDED SURVEY CONTROL
 MD1873
 MD1873  NAD 83(1986)-  41 57 26.26202(N)    084 55 25.07812(W) AD(       ) 1
 MD1873  NAD 27      -  41 57 26.09428(N)    084 55 25.18740(W) AD(       ) 1
 MD1873  NGVD 29 (07/19/86)  321.4    (m)         1054.     (f) VERT ANG       
 MD1873
 MD1873.Superseded values are not recommended for survey control.
 MD1873
 MD1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1873.See file dsdata.pdf to determine how the superseded data were derived.
 MD1873
 MD1873_MARKER: DS = TRIANGULATION STATION DISK
 MD1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1873_STAMPING: BROWN 1970
 MD1873_MARK LOGO: CGS
 MD1873_PROJECTION: RECESSED 48 CENTIMETERS
 MD1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1873+STABILITY: SURFACE MOTION
 MD1873
 MD1873  HISTORY     - Date     Condition        Report By
 MD1873  HISTORY     - 1970     MONUMENTED       NGS
 MD1873  HISTORY     - 1980     GOOD             MIDH
 MD1873
 MD1873                          STATION DESCRIPTION
 MD1873
 MD1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1873'THE STATION IS LOCATED 4 MILES EAST-NORTHEAST OF COLDWATER, 2 MILES
 MD1873'WEST-NORTHWEST OF QUINCY, IN THE SOUTHEAST 1/4 OF SECTION 7 T6S R5W,
 MD1873'IN QUINCY TOWNSHIP, ON PROPERTY OWNED AND OCCUPIED BY D. L. BROWN.
 MD1873'
 MD1873'TO REACH THE STATION FROM THE QUINCY POST OFFICE, GO NORTH ON NORTH
 MD1873'MAIN STREET FOR 0.8 MILE TO A ROAD LEFT. TURN LEFT AND GO WEST ON WEST
 MD1873'STATE ROAD FOR 1.4 MILES TO NORTH RIDGE ROAD.  CONTINUE WEST ON STATE
 MD1873'ROAD FOR 0.6 MILE TO A SLIGHT RISE AND A DRIVEWAY ON THE RIGHT.  (TO
 MD1873'REACH THE AZIMUTH MARK, CONTINUE WEST ON STATE ROAD FOR 0.3 MILE TO
 MD1873'THE MARK ON THE LEFT, JUST BEFORE REACHING A BARN ON THE RIGHT.) TURN
 MD1873'RIGHT AND GO NORTH ON THE DRIVEWAY, KEEPING LEFT OF MR. BROWNS HOUSE
 MD1873'AND BARN, FOR 0.05 MILE TO THE REAR OF THE BARN AND THE STATION.
 MD1873'
 MD1873'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1970.  THE SURFACE DISK
 MD1873'IS SET IN THE TOP OF A 30-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MD1873'19 INCHES UNDERGROUND.  IT IS 85.7 FEET NORTH-NORTHWEST OF THE
 MD1873'NORTHEAST CORNER OF A LARGE CORN CRIB WHICH IS PERMANENTLY ATTACHED TO
 MD1873'THE NORTH SIDE OF THE BARN, AND 80.5 FEET NORTH OF THE NORTHWEST
 MD1873'CORNER OF THE CRIB.  THE MARK IS DIRECTLY IN LINE WITH THE WEST SIDE
 MD1873'OF THE BARN.  THE UNDERGROUND MARK IS ABOUT 45 INCHES BELOW THE
 MD1873'SURFACE.
 MD1873'
 MD1873'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN NO 1 1970, SET IN
 MD1873'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 MD1873'INCHES ABOVE GROUND.  IT IS 45.5 FEET EAST-SOUTHEAST OF THE NORTHEAST
 MD1873'CORNER OF THE CRIB, 10.2 FEET EAST OF A FENCE CORNER-POST, 1.0 FOOT
 MD1873'NORTH OF A WIRE FENCE, AND 1 FOOT LOWER THAN THE STATION AREA.
 MD1873'
 MD1873'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROWN NO 2 1970, SET IN
 MD1873'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 MD1873'INCHES ABOVE GROUND.  IT IS 58.0 FEET WEST OF THE NORTHWEST CORNER OF
 MD1873'THE CRIB, AND 0.8 FOOT NORTH OF A WIRE FENCE.
 MD1873'
 MD1873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROWN 1970, SET IN THE TOP
 MD1873'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 MD1873'ABOVE GROUND.  IT IS 81.0 FEET SOUTHEAST OF A CONCRETE FENCE
 MD1873'CORNER-POST ACROSS THE ROAD, 23.8 FEET SOUTH OF THE CENTER OF THE
 MD1873'ROAD, 1.8 FEET NORTH OF A WIRE FENCE, AND ABOUT 3 FEET ABOVE THE ROAD.
 MD1873'
 MD1873'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO AN
 MD1873'OBSTRUCTION.
 MD1873'
 MD1873'HEIGHT OF LIGHT ABOVE STATION MARK 30.82 METERS.
 MD1873
 MD1873                          STATION RECOVERY (1980)
 MD1873
 MD1873'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1873'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MD1873'CONDITION.  THE AZIMUTH MARK IS BELIVED TO BE DESTROYED BY
 MD1873'RECONSTRUCTION OF THE COUNTY ROAD.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1037 ***********************************************************************
 OJ1037  DESIGNATION -  BROWN
 OJ1037  PID         -  OJ1037
 OJ1037  STATE/COUNTY-  MI/GENESEE
 OJ1037  COUNTRY     -  US
 OJ1037  USGS QUAD   -  CLIO (2017)
 OJ1037
 OJ1037                         *CURRENT SURVEY CONTROL
 OJ1037  ______________________________________________________________________
 OJ1037* NAD 83(1994) POSITION- 43 11 43.77614(N) 083 39 03.93719(W)   ADJUSTED
 OJ1037* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 OJ1037  ______________________________________________________________________
 OJ1037  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 OJ1037  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 OJ1037  HORZ ORDER      -  FIRST
 OJ1037
 OJ1037.The horizontal coordinates were established by classical geodetic methods
 OJ1037.and adjusted by the National Geodetic Survey in February 1997.
 OJ1037
 OJ1037.The orthometric height was scaled from a topographic map.
 OJ1037
 OJ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1037.GEOID18 height accuracy estimate available here.
 OJ1037
 OJ1037.Click photographs - Photos may exist for this station.
 OJ1037
 OJ1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1037
 OJ1037. The following values were computed from the NAD 83(1994) position.
 OJ1037
 OJ1037;                    North         East     Units Scale Factor Converg.
 OJ1037;SPC MI S     -   188,580.111 4,058,157.927   MT  0.99992153   +0 29 13.1
 OJ1037;SPC MI S     -   618,701.15 13,314,166.43   iFT  0.99992153   +0 29 13.1
 OJ1037;UTM  17      - 4,785,936.743   284,595.091   MT  1.00017081   -1 48 55.2
 OJ1037
 OJ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1037!SPC MI S     -   0.99996587  x   0.99992153  =   0.99988740
 OJ1037!UTM  17      -   0.99996587  x   1.00017081  =   1.00013668
 OJ1037
 OJ1037:                Primary Azimuth Mark                     Grid Az
 OJ1037:SPC MI S     -  BROWN AZ MK                              259 50 19.5
 OJ1037:UTM  17      -  BROWN AZ MK                              262 08 27.8
 OJ1037
 OJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8459585936(NAD 83)
 OJ1037
 OJ1037|---------------------------------------------------------------------|
 OJ1037| PID    Reference Object                     Distance      Geod. Az  |
 OJ1037|                                                           dddmmss.s |
 OJ1037| CH0846 BROWN RM 1                           31.288 METERS 07950     |
 OJ1037| OJ1033 MT MORRIS MUNICIPAL TANK            APPROX. 9.1 KM 2003941.0 |
 OJ1037| OJ1036 CLIO MUNICIPAL TANK                 APPROX. 6.9 KM 2560224.2 |
 OJ1037| CH0845 BROWN AZ MK                                        2601932.6 |
 OJ1037| CH0847 BROWN RM 2                           31.090 METERS 32339     |
 OJ1037|---------------------------------------------------------------------|
 OJ1037
 OJ1037                          SUPERSEDED SURVEY CONTROL
 OJ1037
 OJ1037  NAD 83(1986)-  43 11 43.77167(N)    083 39 03.96375(W) AD(       ) 1
 OJ1037  NAD 27      -  43 11 43.68400(N)    083 39 04.11700(W) AD(       ) 1
 OJ1037
 OJ1037.Superseded values are not recommended for survey control.
 OJ1037
 OJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1037.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1037
 OJ1037_MARKER: DS = TRIANGULATION STATION DISK
 OJ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1037_STAMPING: BROWN 1943
 OJ1037_MARK LOGO: CGS
 OJ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1037+STABILITY: SURFACE MOTION
 OJ1037
 OJ1037  HISTORY     - Date     Condition        Report By
 OJ1037  HISTORY     - 1943     MONUMENTED       CGS
 OJ1037  HISTORY     - 1966     GOOD             LOCSUR
 OJ1037  HISTORY     - 1966     GOOD             CGS
 OJ1037  HISTORY     - 1980     GOOD             MIDH
 OJ1037
 OJ1037                          STATION DESCRIPTION
 OJ1037
 OJ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1037'STATION IS LOCATED ABOUT 5.5 MILES NNE OF MT. MORRIS ON LAND OWNED BY
 OJ1037'MRS. ROSE BROWN OF SAGINAW.
 OJ1037'
 OJ1037'THE STATION IS SET ON THE HIGHEST GROUND IN AN APPLE ORCHARD AND 6.3
 OJ1037'FEET E OF A REFERENCE POST.  STAMPED BROWN 1943.
 OJ1037'
 OJ1037'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ1037'IN CONCRETE.
 OJ1037'
 OJ1037'REFERENCE MARK 1 IS 102.65 FEET E OF THE STATION AND 1.0 FOOT W OF A
 OJ1037'N-S FENCELINE.  STAMPED BROWN NO 1 1943.
 OJ1037'
 OJ1037'REFERENCE MARK 2 IS 100.20 FEET NNW OF THE STATION AND 58.5 FEET E OF
 OJ1037'THE N-S FENCELINE.  STAMPED BROWN 2 1943.
 OJ1037'
 OJ1037'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE W OF THE STATION, 0.1 MILE
 OJ1037'N OF FARRAND ROAD AND 24.6 FEET NE OF A CONCRETE BLOCK FARMHOUSE.
 OJ1037'STAMPED BROWN 1943.
 OJ1037'
 OJ1037'TO REACH THE STATION FROM MT. MORRIS, GO E ON MT. MORRIS ROAD FOR 1.1
 OJ1037'MILES, TURN LEFT ON BRAY ROAD AND FOLLOW N FOR 5.1 MILES TO FARRAND
 OJ1037'ROAD.* TURN RIGHT AND GO 0.55 MILE TO A FARM LANE LEFT, TURN LEFT FOR
 OJ1037'0.1 MILE TO A WIRE GATE INTO AN APPLE ORCHARD.  PASS THROUGH THE GATE,
 OJ1037'THEN SWING RIGHT FOR ABOUT 100 FEET, THEN LEFT GOING N BETWEEN THE
 OJ1037'TREE ROWS FOR 0.1 MILE TO THE HIGHEST GROUND AND STATION ON THE LEFT.
 OJ1037'
 OJ1037'*TO REACH THE AZIMUTH MARK FROM THIS JUNCTION GO W ON FARRAND ROAD FOR
 OJ1037'0.1 MILE TO A FARM LANE RIGHT, TURN RIGHT AND DRIVE TO THE HOUSE AND
 OJ1037'MARK AT THE NE CORNER.
 OJ1037'
 OJ1037'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1037
 OJ1037                          STATION RECOVERY (1966)
 OJ1037
 OJ1037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 OJ1037'RECOVERED BY CLARK AERIAL SURVEY CORP
 OJ1037'
 OJ1037'STATION, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 OJ1037'AS DESCRIBED.
 OJ1037
 OJ1037                          STATION RECOVERY (1966)
 OJ1037
 OJ1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1037'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 OJ1037'CONDITION AT THIS TIME.  THE DESCRIPTION OF THE STATION IS GOOD WITH
 OJ1037'THE BELOW CHANGE.
 OJ1037'
 OJ1037'THE AZIMUTH MARK IS LOCATED AT 2457 FARRAND ROAD.
 OJ1037
 OJ1037                          STATION RECOVERY (1980)
 OJ1037
 OJ1037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1037'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1037'CONDITION,  AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0793 ***********************************************************************
 RJ0793  DESIGNATION -  BROWN
 RJ0793  PID         -  RJ0793
 RJ0793  STATE/COUNTY-  MI/CHIPPEWA
 RJ0793  COUNTRY     -  US
 RJ0793  USGS QUAD   -  PAYMENT (2017)
 RJ0793
 RJ0793                         *CURRENT SURVEY CONTROL
 RJ0793  ______________________________________________________________________
 RJ0793* NAD 83(1994) POSITION- 46 31 33.30634(N) 084 11 32.11624(W)   ADJUSTED
 RJ0793* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0793  ______________________________________________________________________
 RJ0793  GEOID HEIGHT    -        -36.760 (meters)                     GEOID18
 RJ0793  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 RJ0793  HORZ ORDER      -  THIRD
 RJ0793
 RJ0793.The horizontal coordinates were established by classical geodetic methods
 RJ0793.and adjusted by the National Geodetic Survey in February 1997.
 RJ0793
 RJ0793.The orthometric height was scaled from a topographic map.
 RJ0793
 RJ0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0793.GEOID18 height accuracy estimate available here.
 RJ0793
 RJ0793.Click photographs - Photos may exist for this station.
 RJ0793
 RJ0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0793
 RJ0793. The following values were computed from the NAD 83(1994) position.
 RJ0793
 RJ0793;                    North         East     Units Scale Factor Converg.
 RJ0793;SPC MI N     -   197,493.528 8,215,363.315   MT  0.99991164   +2 01 45.9
 RJ0793;SPC MI N     -   647,944.65 26,953,291.72   iFT  0.99991164   +2 01 45.9
 RJ0793;SPC MI C     -   356,674.669 6,013,385.925   MT  1.00029658   +0 07 23.5
 RJ0793;SPC MI C     - 1,170,192.48 19,728,956.45   iFT  1.00029658   +0 07 23.5
 RJ0793;UTM  16      - 5,156,313.717   715,336.727   MT  1.00017001   +2 02 18.0
 RJ0793
 RJ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0793!SPC MI N     -   0.99997817  x   0.99991164  =   0.99988981
 RJ0793!SPC MI C     -   0.99997817  x   1.00029658  =   1.00027474
 RJ0793!UTM  16      -   0.99997817  x   1.00017001  =   1.00014818
 RJ0793
 RJ0793:                Primary Azimuth Mark                     Grid Az
 RJ0793:SPC MI N     -  REF MON 29                               329 52 26.8
 RJ0793:SPC MI C     -  REF MON 29                               331 46 49.2
 RJ0793:UTM  16      -  REF MON 29                               329 51 54.7
 RJ0793
 RJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1533656313(NAD 83)
 RJ0793
 RJ0793|---------------------------------------------------------------------|
 RJ0793| PID    Reference Object                     Distance      Geod. Az  |
 RJ0793|                                                           dddmmss.s |
 RJ0793| RJ0794 REF MON 29                          APPROX. 0.9 KM 3315412.7 |
 RJ0793|---------------------------------------------------------------------|
 RJ0793
 RJ0793                          SUPERSEDED SURVEY CONTROL
 RJ0793
 RJ0793  NAD 83(1986)-  46 31 33.29755(N)    084 11 32.13123(W) AD(       ) 3
 RJ0793  NAD 27      -  46 31 33.21100(N)    084 11 32.01200(W) AD(       ) 3
 RJ0793
 RJ0793.Superseded values are not recommended for survey control.
 RJ0793
 RJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0793.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0793
 RJ0793_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0793_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0793_MARK LOGO: IBC
 RJ0793_PROJECTION: FLUSH
 RJ0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0793
 RJ0793  HISTORY     - Date     Condition        Report By
 RJ0793  HISTORY     - 1943     MONUMENTED       IBC
 RJ0793
 RJ0793                          STATION DESCRIPTION
 RJ0793
 RJ0793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0793'ON S SHORE OF LITTLE LAKE GEORGE.  IN 1943 IT WAS BACK OF MR BROWNS
 RJ0793'DOCK, 6 FEET W OF PATH LEADING S TO HIGHWAY, 100 FEETBACK FROM
 RJ0793'HIGH - WATER MARK (2 FEET ABOVE), AND 383.3 FEET FROM NE CORNER
 RJ0793'POST ON FENCE AROUND MR BROWNS GARDEN.  A DRILL HOLE AT POINT OF
 RJ0793'ARROWN IN STONE BESIDE PATH WAS 5.80 FEET FROM STATION,
 RJ0793'S 46 DEG 41 MIN E.  REPORTED---SURROUNDINGS COMPLETELY CHANGED.
 RJ0793'
 RJ0793'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0793'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0793'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A PIECE OF NO 8
 RJ0793'COPPER WIRE IN TOP OF CYLINDER OF CONCRETE 7 INCHES IN DIAMETER
 RJ0793'AND 10 INCHES LONG, SET 24 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1145 ***********************************************************************
 RJ1145  DESIGNATION -  BROWNE
 RJ1145  PID         -  RJ1145
 RJ1145  STATE/COUNTY-  MI/CHIPPEWA
 RJ1145  COUNTRY     -  US
 RJ1145  USGS QUAD   -  WHITEFISH POINT (2017)
 RJ1145
 RJ1145                         *CURRENT SURVEY CONTROL
 RJ1145  ______________________________________________________________________
 RJ1145* NAD 83(1994) POSITION- 46 46 06.61316(N) 084 57 17.04539(W)   ADJUSTED
 RJ1145* NAVD 88 ORTHO HEIGHT -   183.8   (meters)      603.    (feet) VERTCON3
 RJ1145  ______________________________________________________________________
 RJ1145  GEOID HEIGHT    -        -36.421 (meters)                     GEOID18
 RJ1145  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 RJ1145  HORZ ORDER      -  THIRD
 RJ1145
 RJ1145.The horizontal coordinates were established by classical geodetic methods
 RJ1145.and adjusted by the National Geodetic Survey in February 1997.
 RJ1145
 RJ1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1145
 RJ1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1145.GEOID18 height accuracy estimate available here.
 RJ1145
 RJ1145.Click photographs - Photos may exist for this station.
 RJ1145
 RJ1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1145
 RJ1145. The following values were computed from the NAD 83(1994) position.
 RJ1145
 RJ1145;                    North         East     Units Scale Factor Converg.
 RJ1145;SPC MI N     -   222,658.888 8,156,198.322   MT  0.99993839   +1 28 41.9
 RJ1145;SPC MI N     -   730,508.16 26,759,180.85   iFT  0.99993839   +1 28 41.9
 RJ1145;UTM  16      - 5,181,470.440   656,160.786   MT  0.99989974   +1 29 25.7
 RJ1145
 RJ1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1145!SPC MI N     -   0.99997689  x   0.99993839  =   0.99991528
 RJ1145!UTM  16      -   0.99997689  x   0.99989974  =   0.99987664
 RJ1145
 RJ1145:                Primary Azimuth Mark                     Grid Az
 RJ1145:SPC MI N     -  WHITEFISH PT HBR N BKWATER LT            212 05 22.9
 RJ1145:UTM  16      -  WHITEFISH PT HBR N BKWATER LT            212 04 39.1
 RJ1145
 RJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5616081470(NAD 83)
 RJ1145
 RJ1145|---------------------------------------------------------------------|
 RJ1145| PID    Reference Object                     Distance      Geod. Az  |
 RJ1145|                                                           dddmmss.s |
 RJ1145| RJ1148 WHITEFISH PT HBR N BKWATER LT       APPROX. 1.3 KM 2133404.8 |
 RJ1145| RJ1149 WHITEFISH PT HBR S BKWATER LT       APPROX. 1.3 KM 2165234.5 |
 RJ1145| RJ1151 WHITEFISH PT HBR IN BKWATER LT      APPROX. 1.2 KM 2192435.0 |
 RJ1145| RJ1143 WHITEFISH POINT LH                  360.391 METERS 32437     |
 RJ1145| RJ1144 WHITEFISH PT RAD RECEIVING TWR      293.727 METERS 32625     |
 RJ1145| RJ1146 WOODROW                             238.211 METERS 32744     |
 RJ1145|---------------------------------------------------------------------|
 RJ1145
 RJ1145                          SUPERSEDED SURVEY CONTROL
 RJ1145
 RJ1145  NAD 83(1986)-  46 46 06.60840(N)    084 57 17.03808(W) AD(       ) 3
 RJ1145  NAD 27      -  46 46 06.47695(N)    084 57 16.70585(W) AD(       ) 3
 RJ1145  NGVD 29 (07/19/86)  183.8    (m)          603.     (f) VERT ANG       
 RJ1145
 RJ1145.Superseded values are not recommended for survey control.
 RJ1145
 RJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1145.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1145
 RJ1145_MARKER: A = ALUMINUM MARKER
 RJ1145_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 RJ1145_SP_SET: OBJECT DRIVEN INTO GROUND
 RJ1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1145
 RJ1145  HISTORY     - Date     Condition        Report By
 RJ1145  HISTORY     - 1981     MONUMENTED       NOS
 RJ1145
 RJ1145                          STATION DESCRIPTION
 RJ1145
 RJ1145'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1145'THE STATION IS LOCATED ON WHITEFISH POINT.
 RJ1145'
 RJ1145'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD
 RJ1145'IN PARADISE, GO NORTH ON WIRE ROAD FOR 18.2 KM (11.3 MILES) TO
 RJ1145'THE WHITEFISH POINT WEATHER TOWER NEAR THE LIGHTHOUSE AND A SAND
 RJ1145'TRACK ROAD ON THE RIGHT.  WALK EAST ON THE SAND TRACK ROAD TO ITS
 RJ1145'END ABOUT 300 METERS FROM THE WATERLINE OF LAKE SUPERIOR AND THE
 RJ1145'STATION ON THE LEFT.
 RJ1145'
 RJ1145'THE STATION IS AN ALUMINUM ROD
 RJ1145'STAMPED---BROWNE 1981---,
 RJ1145'DRIVEN INTO THE GROUND AND
 RJ1145'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED ABOUT
 RJ1145'26 METERS (80 FT) NORTH FROM AN EXTENDED CENTERLINE OF
 RJ1145'THE SAND TRACK ROAD,
 RJ1145'1.58 METERS (5.20 FT) WEST FROM A STANDARD NOS WITNESS
 RJ1145'POST SIGN WHICH IS ON LINE WITH THE STATION AND THE
 RJ1145'LIGHTHOUSE.
 RJ1145'
 RJ1145'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.43 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1091 ***********************************************************************
 OJ1091  DESIGNATION -  BROWPORT
 OJ1091  PID         -  OJ1091
 OJ1091  STATE/COUNTY-  MI/SAGINAW
 OJ1091  COUNTRY     -  US
 OJ1091  USGS QUAD   -  SAGINAW NE (2017)
 OJ1091
 OJ1091                         *CURRENT SURVEY CONTROL
 OJ1091  ______________________________________________________________________
 OJ1091* NAD 83(1994) POSITION- 43 25 51.56939(N) 083 51 48.98835(W)   ADJUSTED
 OJ1091* NAD 83(1994) ELLIP HT-   148.122 (meters)        (07/17/02)   ADJUSTED
 OJ1091* NAVD 88 ORTHO HEIGHT -   182.4   (meters)      598.    (feet) GPS OBS
 OJ1091  ______________________________________________________________________
 OJ1091  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1091  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 OJ1091  NAD 83(1994) X  -    495,918.067 (meters)                     COMP
 OJ1091  NAD 83(1994) Y  - -4,612,692.255 (meters)                     COMP
 OJ1091  NAD 83(1994) Z  -  4,362,498.996 (meters)                     COMP
 OJ1091  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 OJ1091  HORZ ORDER      -  FIRST
 OJ1091  ELLP ORDER      -  FOURTH    CLASS I
 OJ1091
 OJ1091.This mark is at Harry W Browne Airport (3SG)
 OJ1091
 OJ1091.The horizontal coordinates were established by GPS observations
 OJ1091.and adjusted by the National Geodetic Survey in February 1997.
 OJ1091
 OJ1091.The orthometric height was determined by GPS observations and a
 OJ1091.high-resolution geoid model.
 OJ1091
 OJ1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1091.GEOID18 height accuracy estimate available here.
 OJ1091
 OJ1091.Click photographs - Photos may exist for this station.
 OJ1091
 OJ1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1091
 OJ1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1091
 OJ1091.The ellipsoidal height was determined by GPS observations
 OJ1091.and is referenced to NAD 83.
 OJ1091
 OJ1091. The following values were computed from the NAD 83(1994) position.
 OJ1091
 OJ1091;                    North         East     Units Scale Factor Converg.
 OJ1091;SPC MI S     -   214,616.525 4,040,729.845   MT  0.99995225   +0 20 32.4
 OJ1091;SPC MI S     -   704,122.46 13,256,987.68   iFT  0.99995225   +0 20 32.4
 OJ1091;UTM  17      - 4,812,661.076   268,224.621   MT  1.00026085   -1 58 10.4
 OJ1091
 OJ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1091!SPC MI S     -   0.99997677  x   0.99995225  =   0.99992902
 OJ1091!UTM  17      -   0.99997677  x   1.00026085  =   1.00023762
 OJ1091
 OJ1091:                Primary Azimuth Mark                     Grid Az
 OJ1091:SPC MI S     -  BROWPORT AZ MK                           044 03 15.5
 OJ1091:UTM  17      -  BROWPORT AZ MK                           046 21 58.3
 OJ1091
 OJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6822412661(NAD 83)
 OJ1091
 OJ1091|---------------------------------------------------------------------|
 OJ1091| PID    Reference Object                     Distance      Geod. Az  |
 OJ1091|                                                           dddmmss.s |
 OJ1091| OJ1092 BROWPORT AZ MK                      423.857 METERS 0442347.9 |
 OJ1091|---------------------------------------------------------------------|
 OJ1091
 OJ1091                          SUPERSEDED SURVEY CONTROL
 OJ1091
 OJ1091  ELLIP H (02/03/97)  148.116  (m)                       GP(       ) 4 1
 OJ1091  NAD 83(1986)-  43 25 51.55693(N)    083 51 49.00998(W) AD(       ) 1
 OJ1091  NAD 83(1986)-  43 25 51.55280(N)    083 51 49.01682(W) AD(       ) 3
 OJ1091  NGVD 29 (03/27/91)  182.8    (m)  OSU 89B  model used  GPS OBS        
 OJ1091
 OJ1091.Superseded values are not recommended for survey control.
 OJ1091
 OJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1091.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1091
 OJ1091_MARKER: I = METAL ROD
 OJ1091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1091_STAMPING: BROWPORT 1989
 OJ1091_MARK LOGO: NGS
 OJ1091_PROJECTION: FLUSH
 OJ1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1091+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2001
 OJ1091_ROD/PIPE-DEPTH: 11.0 meters
 OJ1091_SLEEVE-DEPTH  : 1.0 meters
 OJ1091
 OJ1091  HISTORY     - Date     Condition        Report By
 OJ1091  HISTORY     - 1989     MONUMENTED       NGS
 OJ1091  HISTORY     - 19910715 GOOD             NGS
 OJ1091  HISTORY     - 20010227 GOOD             OHM
 OJ1091  HISTORY     - 20010808 GOOD             NGS
 OJ1091
 OJ1091                          STATION DESCRIPTION
 OJ1091
 OJ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1091'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF SAGINAW, AT THE
 OJ1091'SAGINAW HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE NORTHEAST ANGLE
 OJ1091'OF THE JUNCTION OF RUNWAY 05-23 AND A CONNECTING TAXIWAY.
 OJ1091'OWNERSHIP---SAGINAW COUNTY, C/O AIRPORT MANAGER WILLIAM ZISSLER, 4821
 OJ1091'JANES ROAD, SAGINAW MI 48601.  PHONE IS (517) 754-2459, (517) 754-2471
 OJ1091'OR HOME (517) 777-2376.
 OJ1091'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1091'149) AND STATE HIGHWAY 46 IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1091'(0.70 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1091'FOR 1.6 KM (1.00 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1091'RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) TO A PAVED DRIVE LEFT.  TURN
 OJ1091'LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A
 OJ1091'PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS ACROSS THE PARKING
 OJ1091'AREA, PASSING TO THE RIGHT OF THE AIRPORT OFFICE, TO THE APRON AND A
 OJ1091'GATE.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI), PASSING THROUGH
 OJ1091'THE GATE, ACROSS THE APRON AND ON A TAXIWAY TO A CONNECTING TAXIWAY.
 OJ1091'TURN LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO THE
 OJ1091'STATION ON THE RIGHT JUST BEFORE RUNWAY 05-23.
 OJ1091'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1091'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 OJ1091'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1091'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1091'LOCATED 14.3 M (46.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1091'05-23, 13.1 M (43.0 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING
 OJ1091'TAXIWAY AND 7.0 M (23.0 FT) SOUTH FROM A 0.8 METER ROUND METAL DRAIN
 OJ1091'COVER.
 OJ1091'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1091'NOTE-GATE IS LOCKED CALL IN ADVANCE.
 OJ1091'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1091
 OJ1091                          STATION RECOVERY (1991)
 OJ1091
 OJ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1091'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF SAGINAW, AT THE
 OJ1091'SAGINAW/HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE NORTHEAST ANGLE
 OJ1091'OF THE JUNCTION OF RUNWAY 05-23 AND A CONNECTING TAXIWAY.
 OJ1091'OWNERSHIP---SAGINAW COUNTY, C/O AIRPORT MANAGER JOH MERSMAN, SAGINAW
 OJ1091'COUNTY COURTHOUSE, 111 SOUTH MICHIGAN AVENUE, SAGINAW, MI. 48602.
 OJ1091'PHONE (517) 790-5506.
 OJ1091'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1091'149) AND STATE HIGHWAY 46, IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1091'(0.7 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1091'FOR 1.6 KM (1.0 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1091'RIGHT AND GO EAST FOR 1.2 KM (0.7 MI) ON JANES ROAD TO A PAVED DRIVE
 OJ1091'LEFT. TURN LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE
 OJ1091'DRIVE TO A PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS ACROSS
 OJ1091'THE PARKING AREA PASSING TO THE RIGHT OF THE AIRPORT OFFICE TO THE
 OJ1091'APRON AND A GATE. TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) PASSING
 OJ1091'THROUGH THE GATE, ACROSS THE APRON AND ON A TAXIWAY TO A CONNECTING
 OJ1091'TAXIWAY. TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO
 OJ1091'THE STATION ON THE RIGHT JUST BEFORE RUNWAY 05-23.
 OJ1091'LOCATED 14.3 M (46.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1091'05-23, 13.1 M (43.0 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING
 OJ1091'TAXIWAY AND 7.0 M (23.0 FT) SOUTH FROM A 0.8 METER ROUND METAL DRAIN
 OJ1091'COVER.
 OJ1091
 OJ1091                          STATION RECOVERY (2001)
 OJ1091
 OJ1091'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 OJ1091'RECOVERED AS DESCRIBED
 OJ1091
 OJ1091                          STATION RECOVERY (2001)
 OJ1091
 OJ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1092 ***********************************************************************
 OJ1092  DESIGNATION -  BROWPORT AZ MK
 OJ1092  PID         -  OJ1092
 OJ1092  STATE/COUNTY-  MI/SAGINAW
 OJ1092  COUNTRY     -  US
 OJ1092  USGS QUAD   -  SAGINAW NE (2017)
 OJ1092
 OJ1092                         *CURRENT SURVEY CONTROL
 OJ1092  ______________________________________________________________________
 OJ1092* NAD 83(1994) POSITION- 43 26 01.38246(N) 083 51 35.80312(W)   ADJUSTED
 OJ1092* NAD 83(1994) ELLIP HT-   147.525 (meters)        (07/17/02)   ADJUSTED
 OJ1092* NAVD 88 ORTHO HEIGHT -   181.9   (meters)      597.    (feet) GPS OBS
 OJ1092  ______________________________________________________________________
 OJ1092  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1092  GEOID HEIGHT    -        -34.362 (meters)                     GEOID18
 OJ1092  NAD 83(1994) X  -    496,190.610 (meters)                     COMP
 OJ1092  NAD 83(1994) Y  - -4,612,453.097 (meters)                     COMP
 OJ1092  NAD 83(1994) Z  -  4,362,718.513 (meters)                     COMP
 OJ1092  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 OJ1092  HORZ ORDER      -  FIRST
 OJ1092  ELLP ORDER      -  FOURTH    CLASS I
 OJ1092
 OJ1092.This mark is at Harry W Browne Airport (3SG)
 OJ1092
 OJ1092.The horizontal coordinates were established by GPS observations
 OJ1092.and adjusted by the National Geodetic Survey in February 1997.
 OJ1092
 OJ1092.The orthometric height was determined by GPS observations and a
 OJ1092.high-resolution geoid model.
 OJ1092
 OJ1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1092.GEOID18 height accuracy estimate available here.
 OJ1092
 OJ1092.Click photographs - Photos may exist for this station.
 OJ1092
 OJ1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1092
 OJ1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1092
 OJ1092.The ellipsoidal height was determined by GPS observations
 OJ1092.and is referenced to NAD 83.
 OJ1092
 OJ1092. The following values were computed from the NAD 83(1994) position.
 OJ1092
 OJ1092;                    North         East     Units Scale Factor Converg.
 OJ1092;SPC MI S     -   214,921.128 4,041,024.556   MT  0.99995271   +0 20 41.4
 OJ1092;SPC MI S     -   705,121.81 13,257,954.58   iFT  0.99995271   +0 20 41.4
 OJ1092;UTM  17      - 4,812,953.634   268,531.474   MT  1.00025910   -1 58 01.7
 OJ1092
 OJ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1092!SPC MI S     -   0.99997687  x   0.99995271  =   0.99992958
 OJ1092!UTM  17      -   0.99997687  x   1.00025910  =   1.00023596
 OJ1092
 OJ1092:                Primary Azimuth Mark                     Grid Az
 OJ1092:SPC MI S     -  BROWPORT                                 224 03 15.6
 OJ1092:UTM  17      -  BROWPORT                                 226 21 58.7
 OJ1092
 OJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6853112953(NAD 83)
 OJ1092
 OJ1092|---------------------------------------------------------------------|
 OJ1092| PID    Reference Object                     Distance      Geod. Az  |
 OJ1092|                                                           dddmmss.s |
 OJ1092| OJ1091 BROWPORT                            423.857 METERS 2242357.0 |
 OJ1092|---------------------------------------------------------------------|
 OJ1092
 OJ1092                          SUPERSEDED SURVEY CONTROL
 OJ1092
 OJ1092  ELLIP H (02/03/97)  147.518  (m)                       GP(       ) 4 1
 OJ1092  NAD 83(1986)-  43 26 01.37023(N)    083 51 35.82482(W) AD(       ) 1
 OJ1092  NAD 83(1986)-  43 26 01.36610(N)    083 51 35.83164(W) AD(       ) 3
 OJ1092  NGVD 29 (03/27/91)  182.3    (m)  OSU 89B  model used  GPS OBS        
 OJ1092
 OJ1092.Superseded values are not recommended for survey control.
 OJ1092
 OJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1092.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1092
 OJ1092_MARKER: I = METAL ROD
 OJ1092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1092_STAMPING: BROWPORT AZ MK 1989
 OJ1092_MARK LOGO: NGS
 OJ1092_PROJECTION: FLUSH
 OJ1092_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1092+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OJ1092_ROD/PIPE-DEPTH: 13.4 meters
 OJ1092_SLEEVE-DEPTH  : 1.0 meters
 OJ1092
 OJ1092  HISTORY     - Date     Condition        Report By
 OJ1092  HISTORY     - 1989     MONUMENTED       NGS
 OJ1092  HISTORY     - 20010808 GOOD             NGS
 OJ1092
 OJ1092                          STATION DESCRIPTION
 OJ1092
 OJ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1092'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF SAGINAW, AT THE
 OJ1092'SAGINAW HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE SOUTHEAST ANGLE
 OJ1092'OF THE JUNCTION OF RUNWAYS 05-23 AND 09-27.  OWNERSHIP---SAGINAW
 OJ1092'COUNTY, C/O AIRPORT MANAGER WILLIAM ZISSLER, 4821 JANES ROAD, SAGINAW
 OJ1092'MI 48601.  PHONE IS (517) 754-2459, (517) 754-2471 OR HOME (517)
 OJ1092'777-2376.
 OJ1092'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1092'149) AND STATE HIGHWAY 46 IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1092'(0.70 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1092'FOR 1.6 KM (1.00 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1092'RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON JANES ROAD TO A PAVED DRIVE
 OJ1092'LEFT.  TURN LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE
 OJ1092'DRIVE TO A PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS, PASSING
 OJ1092'TO THE RIGHT OF THE AIRPORT OFFICE, TO AN APRON AND A GATE.  TURN
 OJ1092'RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI), PASSING THROUGH THE GATE,
 OJ1092'ACROSS THE APRON AND ON A TAXIWAY.  TURN LEFT AND GO WEST FOR 0.2 KM
 OJ1092'(0.10 MI) ON A CONNECTING TAXIWAY TO RUNWAY 05-23.  TURN RIGHT AND GO
 OJ1092'NORTHEAST FOR 0.4 KM (0.25 MI) ON RUNWAY 05-23 TO THE STATION ON THE
 OJ1092'RIGHT JUST BEFORE THE JUNCTION OF RUNWAY 09-27.
 OJ1092'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1092'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 OJ1092'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1092'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1092'LOCATED 12.7 M (41.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1092'05-23, 10.8 M (35.4 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27,
 OJ1092'13.9 M (45.6 FT) EAST-NORTHEAST FROM A WHITE RUNWAY LIGHT FOR RUNWAY
 OJ1092'05-23 AND 2.5 M (8.2 FT) WEST FROM A CARSONITE WITNESS POST.
 OJ1092'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1092'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1092
 OJ1092                          STATION RECOVERY (2001)
 OJ1092
 OJ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1315 ***********************************************************************
 RJ1315  DESIGNATION -  BRUCE C4W 227
 RJ1315  PID         -  RJ1315
 RJ1315  STATE/COUNTY-  MI/CHIPPEWA
 RJ1315  COUNTRY     -  US
 RJ1315  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1315
 RJ1315                         *CURRENT SURVEY CONTROL
 RJ1315  ______________________________________________________________________
 RJ1315* NAD 83(1994) POSITION- 46 22 35.50584(N) 084 14 35.57935(W)   ADJUSTED
 RJ1315* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) VERTCON3
 RJ1315  ______________________________________________________________________
 RJ1315  GEOID HEIGHT    -        -36.592 (meters)                     GEOID18
 RJ1315  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 RJ1315  HORZ ORDER      -  SECOND
 RJ1315
 RJ1315.The horizontal coordinates were established by classical geodetic methods
 RJ1315.and adjusted by the National Geodetic Survey in February 1997.
 RJ1315
 RJ1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1315
 RJ1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1315.GEOID18 height accuracy estimate available here.
 RJ1315
 RJ1315.Click photographs - Photos may exist for this station.
 RJ1315
 RJ1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1315
 RJ1315. The following values were computed from the NAD 83(1994) position.
 RJ1315
 RJ1315;                    North         East     Units Scale Factor Converg.
 RJ1315;SPC MI N     -   180,761.805 8,212,033.295   MT  0.99990410   +1 59 33.3
 RJ1315;SPC MI N     -   593,050.54 26,942,366.45   iFT  0.99990410   +1 59 33.3
 RJ1315;UTM  16      - 5,139,577.376   712,007.709   MT  1.00015254   +1 59 46.8
 RJ1315
 RJ1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1315!SPC MI N     -   0.99997796  x   0.99990410  =   0.99988206
 RJ1315!UTM  16      -   0.99997796  x   1.00015254  =   1.00013050
 RJ1315
 RJ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1200739577(NAD 83)
 RJ1315
 RJ1315                          SUPERSEDED SURVEY CONTROL
 RJ1315
 RJ1315  NAD 83(1986)-  46 22 35.49627(N)    084 14 35.57610(W) AD(       ) 2
 RJ1315  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 RJ1315
 RJ1315.Superseded values are not recommended for survey control.
 RJ1315
 RJ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1315.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1315
 RJ1315_MARKER: DD = SURVEY DISK
 RJ1315_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 RJ1315_STAMPING: C4W-227 1988
 RJ1315_MARK LOGO: USACE
 RJ1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1315+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1315_ROD/PIPE-DEPTH: 13.7 meters
 RJ1315
 RJ1315  HISTORY     - Date     Condition        Report By
 RJ1315  HISTORY     - 1988     MONUMENTED       USACE
 RJ1315  HISTORY     - 20031205 GOOD             INDIV
 RJ1315
 RJ1315                          STATION DESCRIPTION
 RJ1315
 RJ1315'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1315'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) SOUTHEAST OF SAULT STE
 RJ1315'MARIE, 32.3 KM (20.1 MI) NORTHEAST OF RUDYARD, 50.0 KM (31.1 MI)
 RJ1315'NORTH-NORTHWEST OF DETOUR VILLAGE AT THE END OF 9 MILE ROAD, IN GOVT
 RJ1315'LOT 4, SEC 13, T46N-R1E.
 RJ1315'OWNERSHIP---JAMES W. LINDBERG
 RJ1315'
 RJ1315'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1315'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1315'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1315'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1315'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1315'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO
 RJ1315'BRUCE BOAT ACCESS AREA WHERE STATION IS LOCATED.
 RJ1315'
 RJ1315'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-227
 RJ1315'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RJ1315'ALUMINUM ROD DRIVEN 13.7 METERS (45 FT) INTO THE GROUND AND LOCATED
 RJ1315'7.1 METERS (30 FT) FROM THE SOUTH LINE OF SECTION 13.
 RJ1315'
 RJ1315'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1315
 RJ1315                          STATION RECOVERY (2003)
 RJ1315
 RJ1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0311 ***********************************************************************
 QJ0311  DESIGNATION -  BRUDER
 QJ0311  PID         -  QJ0311
 QJ0311  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0311  COUNTRY     -  US
 QJ0311  USGS QUAD   -  MOLTKE (2017)
 QJ0311
 QJ0311                         *CURRENT SURVEY CONTROL
 QJ0311  ______________________________________________________________________
 QJ0311* NAD 83(1994) POSITION- 45 23 52.56090(N) 083 55 18.31163(W)   ADJUSTED
 QJ0311* NAVD 88 ORTHO HEIGHT -   289.47  (+/-2cm)      949.7   (feet) VERTCON3
 QJ0311  ______________________________________________________________________
 QJ0311  GEOID HEIGHT    -        -36.654 (meters)                     GEOID18
 QJ0311  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 QJ0311  HORZ ORDER      -  FIRST
 QJ0311  VERT ORDER      -  THIRD ? (See Below)
 QJ0311
 QJ0311.The horizontal coordinates were established by classical geodetic methods
 QJ0311.and adjusted by the National Geodetic Survey in February 1997.
 QJ0311
 QJ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0311
 QJ0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0311.GEOID18 height accuracy estimate available here.
 QJ0311
 QJ0311.The vertical order pertains to the NGVD 29 superseded value.
 QJ0311
 QJ0311.Click photographs - Photos may exist for this station.
 QJ0311
 QJ0311.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0311
 QJ0311. The following values were computed from the NAD 83(1994) position.
 QJ0311
 QJ0311;                    North         East     Units Scale Factor Converg.
 QJ0311;SPC MI C     -   231,368.676 6,034,834.225   MT  0.99994416   +0 18 51.4
 QJ0311;SPC MI C     -   759,083.58 19,799,324.89   iFT  0.99994416   +0 18 51.4
 QJ0311;UTM  17      - 5,031,310.533   271,321.959   MT  1.00024300   -2 04 52.3
 QJ0311;UTM  16      - 5,031,767.570   740,926.234   MT  1.00031373   +2 11 34.0
 QJ0311
 QJ0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0311!SPC MI C     -   0.99996037  x   0.99994416  =   0.99990453
 QJ0311!UTM  17      -   0.99996037  x   1.00024300  =   1.00020336
 QJ0311!UTM  16      -   0.99996037  x   1.00031373  =   1.00027408
 QJ0311
 QJ0311:                Primary Azimuth Mark                     Grid Az
 QJ0311:SPC MI C     -  BRUDER AZ MK                             210 47 20.9
 QJ0311:UTM  17      -  BRUDER AZ MK                             213 11 04.6
 QJ0311:UTM  16      -  BRUDER AZ MK                             208 54 38.3
 QJ0311
 QJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7132131310(NAD 83)
 QJ0311
 QJ0311|---------------------------------------------------------------------|
 QJ0311| PID    Reference Object                     Distance      Geod. Az  |
 QJ0311|                                                           dddmmss.s |
 QJ0311| CH1760 BRUDER RM 4                          27.928 METERS 05435     |
 QJ0311| QJ0302 ROGERS CITY MUNICIPAL TANK          APPROX. 8.2 KM 0762037.8 |
 QJ0311| CH1759 BRUDER RM 2                         184.943 METERS 13939     |
 QJ0311| CH1758 BRUDER AZ MK                                       2110612.3 |
 QJ0311| QK0612 PRESQUE ISLE ELEC KQB 335 MAST      APPROX.18.6 KM 2571435.5 |
 QJ0311| QK0607 KING LOOKOUT TOWER                  APPROX.13.3 KM 2715408.9 |
 QJ0311| CH1761 BRUDER RM 5                          23.771 METERS 30140     |
 QJ0311| QJ0310 RADIO STATION WHAK MAST              23.760 METERS 31901     |
 QJ0311|---------------------------------------------------------------------|
 QJ0311
 QJ0311                          SUPERSEDED SURVEY CONTROL
 QJ0311
 QJ0311  NAD 83(1986)-  45 23 52.55182(N)    083 55 18.31205(W) AD(       ) 1
 QJ0311  NAD 27      -  45 23 52.50600(N)    083 55 18.30600(W) AD(       ) 1
 QJ0311  NGVD 29             289.50   (m)          949.8    (f) LEVELING    3  
 QJ0311
 QJ0311.Superseded values are not recommended for survey control.
 QJ0311
 QJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0311.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0311
 QJ0311
 QJ0311  HISTORY     - Date     Condition        Report By
 QJ0311  HISTORY     - 1904     MONUMENTED       USLS
 QJ0311  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QJ0311  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QJ0311  HISTORY     - 1956     SEE DESCRIPTION  USLS
 QJ0311
 QJ0311                          STATION DESCRIPTION
 QJ0311
 QJ0311'DESCRIBED BY US LAKE SURVEY 1932
 QJ0311'IN NW 1/4 SEC. 26, T. 35 N., R. 4 E., MOLTKE TOWNSHIP, ON HIGHEST
 QJ0311'POINT ON FARM OF LOUIS BRUDER, 700 FEET FROM SOUTHWEST CORNER OF
 QJ0311'BRUDERS HOUSE, 604 FEET FROM SOUTHEAST CORNER OF FIELD, AND 167 FEET
 QJ0311'FROM TRIANGULAR BLAZE ON ELM TREE IN STONE PILE.  MARKED BY SPIKE
 QJ0311'SURROUNDED BY 6 OTHERS IN CONCRETE MONUMENT INSCRIBED U. S. L. S.
 QJ0311'1903, 12 INCHES BELOW SURFACE OF GROUND.
 QJ0311
 QJ0311                          STATION RECOVERY (1940)
 QJ0311
 QJ0311'RECOVERY NOTE BY US LAKE SURVEY 1940
 QJ0311'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED 5-1/2 MI. W
 QJ0311'OF ROGERS CITY, 1/5 MI. SE OF MOLTKE, ON A FARM OWNED BY LOUIE BRUDER,
 QJ0311'900 FT. S OF M-68, IN A CULTIVATED FIELD ON A HIGH HILL.  IT IS 167.5
 QJ0311'FT. W-SW OF A 7-IN. ELM STUMP, 71.5 FT. SE OF THE WHAK RADIO MAST,
 QJ0311'700.8 FT. FROM THE SW CORNER OF LOUIE BRUDERS HOUSE, AND 490.1 FT.
 QJ0311'FROM THE W FENCE.
 QJ0311'
 QJ0311'STATION MARK IS A CROSS IN A BRONZE DISK, SET IN THE TOP OF A 26-IN.
 QJ0311'SQUARE CONCRETE MONUMENT 17 IN. BELOW GROUND SURFACE.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN A CONCRETE POST, 290 FT.
 QJ0311'S OF THE CENTERLINE OF THE HIGHWAY, N 40 DEG E, 699.7 FT. (SLOPE
 QJ0311'DISTANCE) FROM THE STATION.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET IN A CONCRETE POST, AT THE
 QJ0311'INTERSECTION OF A FENCE ALONG THE E SIDE OF THE FIELD AND A FENCE
 QJ0311'RUNNING E, S 33 DEG E, 606.7 FT. (SLOPE DISTANCE) FROM THE STATION.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN A CONCRETE POST, 538 FT.
 QJ0311'S OF THE NW CORNER OF THE FIELD, N 83 DEG W, 488.0 FT. (SLOPE
 QJ0311'DISTANCE) FROM THE STATION.
 QJ0311'
 QJ0311'TO REACH FROM THIRD STREET AND M-68 IN ROGERS CITY, GO W ON M-68 FOR
 QJ0311'6.2 MI., THEN TURN S INTO LOUIE BRUDERS FARM.
 QJ0311
 QJ0311                          STATION RECOVERY (1956)
 QJ0311
 QJ0311'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0311'THE STATION AND REFERENCE MARK 2 RECOVERED AND FOUND IN GOOD
 QJ0311'CONDITION.  REFERENCE MARKS NOS. 1 AND 3 WERE NOT RECOVERED.  A
 QJ0311'THOROUGH SEARCH WAS MADE FOR THESE REFERENCE MARKS BY TURNING THE
 QJ0311'ANGLES AND MEASURING THE DISTANCES TAKEN FROM THE ORIGINAL DATA.  TWO
 QJ0311'NEW REFERENCE MARKS, NOS. 4 AND 5, AND AN AZIMUTH MARK WERE
 QJ0311'ESTABLISHED AT THIS TIME.
 QJ0311'
 QJ0311'A COMPLETE NEW DESCRIPTION FOLLOWS.
 QJ0311'
 QJ0311'THE STATION IS LOCATED AOUT 5 MILES WEST OF ROGERS CITY NEAR THE
 QJ0311'HIGHEST POINT OF A ROUND TOPPED HILL OWNED AND OCCUPIED BY THE ROGERS
 QJ0311'CITY, RADIO STATION WHAK BROADCASTING COMPANY.  IT 119 FEET WEST OF
 QJ0311'THE NORTHWEST CORNER OF THE STUDIO, 77.95 FEET SOUTHEAST OF THE WHAK
 QJ0311'MAST AND 29.5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A
 QJ0311'STANDARD U.S. LAKE SURVEY STATION MARK DISK SET IN AN IRREGULAR MASS
 QJ0311'OF CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED BRUDER 1904.
 QJ0311'
 QJ0311'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY, GO EAST FOR
 QJ0311'1 BLOCK TO THE JUNCTION WITH STATE HIGHWAY 68.  TURN RIGHT AND GO
 QJ0311'SOUTHWEST ON STAE HIGHWAY 68 FOR 0.9 MILE TO JUNCTION WITH U.S.
 QJ0311'HIGHWAY 23.  CROSS HIGHWAY 23 AND CONTINUE SOUTH ON STATE HIGHWAY 68
 QJ0311'FOR 0.3 MILE TO CROSSROAD.  TURN LEFT AND GO WEST ON STATE HIGHWAY 68
 QJ0311'FOR 4.7 MILES TO A SIDE ROAD LEFT LEADING UP HILL TO THE WHAK RADIO
 QJ0311'STATION.  TURN LEFT, SOUTH, UP HILL FOR 0.2 MILE TO THE RADIO STATION
 QJ0311'AND STATION JUST WEST OF STUDIO AS DESCRIBED.
 QJ0311'
 QJ0311'REFERENCE MARK 2 IS 606.77 FEET SOUTHEAST OF THE STATION, 3 FEET SOUTH
 QJ0311'OF A FENCE CORNER, SET IN A CULTIVATED FIELD.  THE MARK IS A STANDARD
 QJ0311'U.S. LAKE SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 QJ0311'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED BRUDER NO 2 1904 1940
 QJ0311'S.
 QJ0311'
 QJ0311'REFERENCE MARK 4 IS SET ON THE NORTHEAST SLOPE OF THE HILL, ABOUT 4
 QJ0311'FEET LOWER IN ELEVATION THAN THE STATION MARK, 63 FEET NORTHEAST OF
 QJ0311'THE WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 QJ0311'IS STAMPED BRUDER USLS NO 4 1956.
 QJ0311'
 QJ0311'REFERENCE MARK 5 IS 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE WHITE
 QJ0311'FENCE AROUND THE RADIO MAST AND ON ABOUT THE SAME ELEVATION AS THE
 QJ0311'STATION MARK.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QJ0311'STAMPED BRUDER USLS NO 5 1956.
 QJ0311'
 QJ0311'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 QJ0311'GRAVELED ROAD, 22 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 4 FEET EAST
 QJ0311'OF A FENCE LINE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 QJ0311'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRUDER USLS 1956.
 QJ0311'
 QJ0311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO STATE HIGHWAY
 QJ0311'68, TURN LEFT AND GO WEST ON HIGHWAY FOR 0.35 MILE TO CROSSROAD.  TURN
 QJ0311'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.6 MILE TO THE MARK ON THE
 QJ0311'WEST SIDE AS DESCRIBED.
 QJ0311'
 QJ0311'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1574 ***********************************************************************
 RL1574  DESIGNATION -  BRULE
 RL1574  PID         -  RL1574
 RL1574  STATE/COUNTY-  MI/IRON
 RL1574  COUNTRY     -  US
 RL1574  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL1574
 RL1574                         *CURRENT SURVEY CONTROL
 RL1574  ______________________________________________________________________
 RL1574* NAD 83(1994) POSITION- 46 03 21.23696(N) 088 51 10.19593(W)   ADJUSTED
 RL1574* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 RL1574  ______________________________________________________________________
 RL1574  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 RL1574  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 RL1574  HORZ ORDER      -  FIRST
 RL1574
 RL1574.The horizontal coordinates were established by classical geodetic methods
 RL1574.and adjusted by the National Geodetic Survey in February 1997.
 RL1574
 RL1574.The orthometric height was scaled from a topographic map.
 RL1574
 RL1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1574.GEOID18 height accuracy estimate available here.
 RL1574
 RL1574.Click photographs - Photos may exist for this station.
 RL1574
 RL1574.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1574
 RL1574. The following values were computed from the NAD 83(1994) position.
 RL1574
 RL1574;                    North         East     Units Scale Factor Converg.
 RL1574;SPC MI N     -   143,113.504 7,856,643.949   MT  0.99991081   -1 20 21.2
 RL1574;SPC MI N     -   469,532.49 25,776,390.91   iFT  0.99991081   -1 20 21.2
 RL1574;SPC WI N     -    99,473.861   688,766.103   MT  0.99994724   +0 49 39.1
 RL1574;SPC WI N     -   326,357.16  2,259,726.79   sFT  0.99994724   +0 49 39.1
 RL1574;UTM  16      - 5,101,927.158   356,676.345   MT  0.99985253   -1 20 03.5
 RL1574
 RL1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1574!SPC MI N     -   0.99992050  x   0.99991081  =   0.99983132
 RL1574!SPC WI N     -   0.99992050  x   0.99994724  =   0.99986775
 RL1574!UTM  16      -   0.99992050  x   0.99985253  =   0.99977304
 RL1574
 RL1574:                Primary Azimuth Mark                     Grid Az
 RL1574:SPC MI N     -  GIBBS                                    042 03 57.6
 RL1574:SPC WI N     -  GIBBS                                    039 53 57.3
 RL1574:UTM  16      -  GIBBS                                    042 03 39.9
 RL1574
 RL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5667601927(NAD 83)
 RL1574
 RL1574|---------------------------------------------------------------------|
 RL1574| PID    Reference Object                     Distance      Geod. Az  |
 RL1574|                                                           dddmmss.s |
 RL1574| RL1573 GIBBS                               APPROX.18.2 KM 0404336.4 |
 RL1574| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX.19.2 KM 0765620.5 |
 RL1574| RL1571 CASPIAN WIKB RADIO MAST             APPROX.16.6 KM 0863027.9 |
 RL1574| RL1575 BRULE RM 2                            8.759 METERS 12644     |
 RL1574| CJ2289 BRULE RM 1                           26.115 METERS 22615     |
 RL1574|---------------------------------------------------------------------|
 RL1574
 RL1574                          SUPERSEDED SURVEY CONTROL
 RL1574
 RL1574  NAD 83(1991)-  46 03 21.23708(N)    088 51 10.19576(W) AD(       ) 1
 RL1574  NAD 83(1986)-  46 03 21.23352(N)    088 51 10.18486(W) AD(       ) 1
 RL1574  NAD 27      -  46 03 21.39100(N)    088 51 09.71100(W) AD(       ) 1
 RL1574
 RL1574.Superseded values are not recommended for survey control.
 RL1574
 RL1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1574.See file dsdata.pdf to determine how the superseded data were derived.
 RL1574
 RL1574_MARKER: DS = TRIANGULATION STATION DISK
 RL1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1574_STAMPING: BRULE 1954
 RL1574_MARK LOGO: CGS
 RL1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1574+STABILITY: SURFACE MOTION
 RL1574
 RL1574  HISTORY     - Date     Condition        Report By
 RL1574  HISTORY     - 1954     MONUMENTED       CGS
 RL1574
 RL1574                          STATION DESCRIPTION
 RL1574
 RL1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1574'STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF IRON RIVER,
 RL1574'ABOUT 1 MILE NORTH OF MICHIGAN-WISCONSIN STATE LINE, ABOUT 3
 RL1574'MILES NORTHWEST OF THE VILLAGE OF NELMA, AND AT THE BRULE
 RL1574'U.S.F.S. LOOKOUT TOWER.  STATION IS 10-1/2 FEET WEST OF A
 RL1574'TELEPHONE POLE, 14 FEET NORTHWEST OF THE NORTHWEST LEG OF
 RL1574'LOOKOUT TOWER, AND 12 FEET EAST OF A WITNESS POST.  THE MARK
 RL1574'PROJECTS 3 INCHES AND THE DISK IS STAMPED BRULE 1954.
 RL1574'
 RL1574'REFERENCE MARK NO. 1 IS 30 FEET NORTHWEST OF DRIVEWAY, AND
 RL1574'80 FEET WEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK
 RL1574'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRULE NO 1 1954.
 RL1574'
 RL1574'REFERENCE MARK NO. 2 IS SET AT THE CENTER OF THE BASE OF LOOKOUT
 RL1574'TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRULE
 RL1574'NO 2 1954.
 RL1574'
 RL1574'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS SET.
 RL1574'
 RL1574'A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 2 (BRULE LOOKOUT
 RL1574'TOWER) AND THE DISTANCE IS SHOWN ABOVE.
 RL1574'
 RL1574'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH 0.1
 RL1574'MILE TO INTERSECTION OF U.S. HIGHWAY NO. 2.  TURN LEFT AND
 RL1574'GO WEST ON U.S. HIGHWAY NO. 2 FOR 7.0 MILES TO JUNCTION
 RL1574'COUNTY ROAD NO. 436.  TURN LEFT AND GO SOUTHERLY ON COUNTY
 RL1574'ROAD NO. 436 FOR 8.8 MILES TO SIDE ROAD LEFT AT SIGN BRULE
 RL1574'LAKE 6.  TURN LEFT AND GO SOUTHERLY ON GRAVEL ROAD FOR 6.0
 RL1574'MILES TO A THREE WAY FORK.  TAKE CENTER FORK AND GO 0.7 MILE
 RL1574'TO FORK AND LOCKED GATE IN RIGHT FORK.  TAKE RIGHT FORK AND
 RL1574'GO 1.15 MILES TO BRULE LOOKOUT TOWER AND STATION AS
 RL1574'DESCRIBED.
 RL1574'
 RL1574'NOTE--KEY TO LOCKED GATE CAN BE OBTAINED FROM USFS OFFICE WHICH
 RL1574'IS LOCATED IN THE POST OFFICE BUILDING IN IRON RIVER.
 RL1574'
 RL1574'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1575 ***********************************************************************
 RL1575  DESIGNATION -  BRULE RM 2
 RL1575  PID         -  RL1575
 RL1575  STATE/COUNTY-  MI/IRON
 RL1575  COUNTRY     -  US
 RL1575  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL1575
 RL1575                         *CURRENT SURVEY CONTROL
 RL1575  ______________________________________________________________________
 RL1575* NAD 83(1994) POSITION- 46 03 21.06731(N) 088 51 09.86936(W)   ADJUSTED
 RL1575* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 RL1575  ______________________________________________________________________
 RL1575  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 RL1575  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 RL1575  HORZ ORDER      -  SECOND
 RL1575
 RL1575.The horizontal coordinates were established by classical geodetic methods
 RL1575.and adjusted by the National Geodetic Survey in February 1997.
 RL1575
 RL1575.The orthometric height was scaled from a topographic map.
 RL1575
 RL1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1575.GEOID18 height accuracy estimate available here.
 RL1575
 RL1575.Click photographs - Photos may exist for this station.
 RL1575
 RL1575.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1575
 RL1575. The following values were computed from the NAD 83(1994) position.
 RL1575
 RL1575;                    North         East     Units Scale Factor Converg.
 RL1575;SPC MI N     -   143,108.104 7,856,650.844   MT  0.99991082   -1 20 20.9
 RL1575;SPC MI N     -   469,514.78 25,776,413.53   iFT  0.99991082   -1 20 20.9
 RL1575;SPC WI N     -    99,468.725   688,773.198   MT  0.99994725   +0 49 39.4
 RL1575;SPC WI N     -   326,340.31  2,259,750.07   sFT  0.99994725   +0 49 39.4
 RL1575;UTM  16      - 5,101,921.759   356,683.240   MT  0.99985250   -1 20 03.2
 RL1575
 RL1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1575!SPC MI N     -   0.99992050  x   0.99991082  =   0.99983133
 RL1575!SPC WI N     -   0.99992050  x   0.99994725  =   0.99986776
 RL1575!UTM  16      -   0.99992050  x   0.99985250  =   0.99977301
 RL1575
 RL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5668301921(NAD 83)
 RL1575
 RL1575                          SUPERSEDED SURVEY CONTROL
 RL1575
 RL1575  NAD 83(1991)-  46 03 21.06742(N)    088 51 09.86918(W) AD(       ) 2
 RL1575  NAD 83(1986)-  46 03 21.06387(N)    088 51 09.85828(W) AD(       ) 2
 RL1575  NAD 27      -  46 03 21.22200(N)    088 51 09.38400(W) AD(       ) 2
 RL1575
 RL1575.Superseded values are not recommended for survey control.
 RL1575
 RL1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1575.See file dsdata.pdf to determine how the superseded data were derived.
 RL1575
 RL1575_MARKER: DR = REFERENCE MARK DISK
 RL1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1575_STAMPING: BRULE NO 2 1954
 RL1575_MARK LOGO: CGS
 RL1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1575+STABILITY: SURFACE MOTION
 RL1575
 RL1575  HISTORY     - Date     Condition        Report By
 RL1575  HISTORY     - 1954     MONUMENTED       CGS
 RL1575
 RL1575                          STATION DESCRIPTION
 RL1575
 RL1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1575'STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF IRON RIVER,
 RL1575'ABOUT 1 MILE NORTH OF MICHIGAN-WISCONSIN STATE LINE, AND ABOUT
 RL1575'3 MILES NORTHWEST OF THE VILLAGE OF NELMA.  IT IS A U.S. FOREST
 RL1575'SERVICE LOOKOUT TOWER, STEEL CONSTRUCTION, HAS 4 LEGS MOUNTED
 RL1575'ON A CONCRETE FOUNDATION, AND IS ABOUT 120 FEET HIGH.
 RL1575'
 RL1575'* A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RL1575'BRULE TO BRULE R.M. NO. 2 AND THE DISTANCE IS 8.759 METERS OR
 RL1575'28.74 FEET.
 RL1575'
 RL1575'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1575'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST ON U.S.
 RL1575'HIGHWAY NO. 2 FOR 7.0 MILES TO JUNCTION OF COUNTY ROAD NO. 436.
 RL1575'TURN LEFT AND GO SOUTHERLY ON COUNTY ROAD NO. 436 FOR 8.8 MILES
 RL1575'TO SIDE ROAD LEFT AT SIGN BRULE LAKE 6.  TURN LEFT AND GO
 RL1575'SOUTHERLY ON GRAVEL ROAD FOR 6.0 MILE TO THREE WAY FORK.  TAKE
 RL1575'CENTER FORK AND GO 0.7 MILE TO FORK AND LOCKED GATE IN RIGHT
 RL1575'FORK.  TAKE RIGHT FORK AND GO 1.15 MILES TO END OF ROAD AND
 RL1575'STATION.
 RL1575'
 RL1575'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED FROM USFS OFFICE WHICH
 RL1575'IS LOCATED IN THE POST OFFICE BUILDING IN IRON RIVER.
 RL1575'
 RL1575'*REFERENCE MARK NO. 2 IS SET UNDERNEATH THE LOOKOUT TOWER AND
 RL1575'AT THE CENTER OF THE BASE OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0166 ***********************************************************************
 RJ0166  DESIGNATION -  BRULEE
 RJ0166  PID         -  RJ0166
 RJ0166  STATE/COUNTY-  MI/MACKINAC
 RJ0166  COUNTRY     -  US
 RJ0166  USGS QUAD   -  HESSEL (2017)
 RJ0166
 RJ0166                         *CURRENT SURVEY CONTROL
 RJ0166  ______________________________________________________________________
 RJ0166* NAD 83(1986) POSITION- 46 00 49.     (N) 084 28 03.     (W)   SCALED
 RJ0166* NAVD 88 ORTHO HEIGHT -   180.149 (meters)      591.04  (feet) ADJUSTED
 RJ0166  ______________________________________________________________________
 RJ0166  GEOID HEIGHT    -        -35.877 (meters)                     GEOID18
 RJ0166  DYNAMIC HEIGHT  -        180.156 (meters)      591.06  (feet) COMP
 RJ0166  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 RJ0166
 RJ0166  VERT ORDER      -  FIRST     CLASS 0
 RJ0166
 RJ0166.The horizontal coordinates were scaled from a map and have
 RJ0166.an estimated accuracy of +/- 6 seconds.
 RJ0166
 RJ0166.The orthometric height was determined by differential leveling and
 RJ0166.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0166.in June 1991.
 RJ0166
 RJ0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0166.GEOID18 height accuracy estimate available here.
 RJ0166
 RJ0166.Click photographs - Photos may exist for this station.
 RJ0166
 RJ0166.The dynamic height is computed by dividing the NAVD 88
 RJ0166.geopotential number by the normal gravity value computed on the
 RJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0166.degrees latitude (g = 980.6199 gals.).
 RJ0166
 RJ0166.The modeled gravity was interpolated from observed gravity values.
 RJ0166
 RJ0166;                    North         East    Units  Estimated Accuracy
 RJ0166;SPC MI N     -   139,870.    8,196,080.      MT  (+/- 180 meters Scaled)
 RJ0166
 RJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR960986(NAD 83)
 RJ0166
 RJ0166                          SUPERSEDED SURVEY CONTROL
 RJ0166
 RJ0166  NGVD 29 (??/??/92)  180.142  (m)          591.02   (f) ADJ UNCH    1 0
 RJ0166
 RJ0166.Superseded values are not recommended for survey control.
 RJ0166
 RJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0166.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0166
 RJ0166_MARKER: B = BOLT
 RJ0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0166_SP_SET: CULVERT HEADWALL
 RJ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0166+STABILITY: SURFACE MOTION
 RJ0166
 RJ0166  HISTORY     - Date     Condition        Report By
 RJ0166  HISTORY     - 1972     MONUMENTED       NOS
 RJ0166  HISTORY     - 1972     GOOD             USLS
 RJ0166  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0166  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0166
 RJ0166                          STATION DESCRIPTION
 RJ0166
 RJ0166'DESCRIBED BY US LAKE SURVEY 1972
 RJ0166'2 MI W FROM HESSEL.
 RJ0166'BRULEE IS IN MACKINAC COUNTY, MICHIGAN, 2.07 MILES WEST OF THE
 RJ0166'INTERSECTION OF 3 MILE ROAD (CO. RD. 130) AND HIGHWAY M-134 AT
 RJ0166'HESSEL, 0.22 MILE WEST OF PT. BURLEE ROAD (CO. RD. 124), 105
 RJ0166'FEET EAST OF PT. BURLEE ROAD SIGN POST, 24.0 FEET WEST OF
 RJ0166'MARKER POST, 0.8 FEET EAST OF WEST EDGE, 0.4 FEET SOUTH OF NORTH
 RJ0166'EDGE OF CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF 7/16-INCH
 RJ0166'DIAMETER BRASS BOLT SET INTO THE CONCRETE CULVERT.
 RJ0166
 RJ0166                          STATION RECOVERY (1983)
 RJ0166
 RJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0166'SEARCHED FOR, BUT NOT RECOVERED.
 RJ0166
 RJ0166                          STATION RECOVERY (1995)
 RJ0166
 RJ0166'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0602 ***********************************************************************
 QK0602  DESIGNATION -  BRULEE
 QK0602  PID         -  QK0602
 QK0602  STATE/COUNTY-  MI/MACKINAC
 QK0602  COUNTRY     -  US
 QK0602  USGS QUAD   -  GOOSE ISLAND (2017)
 QK0602
 QK0602                         *CURRENT SURVEY CONTROL
 QK0602  ______________________________________________________________________
 QK0602* NAD 83(1994) POSITION- 45 58 09.60681(N) 084 27 44.25524(W)   ADJUSTED
 QK0602* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0602  ______________________________________________________________________
 QK0602  GEOID HEIGHT    -        -35.847 (meters)                     GEOID18
 QK0602  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 QK0602  HORZ ORDER      -  FIRST
 QK0602
 QK0602.The horizontal coordinates were established by classical geodetic methods
 QK0602.and adjusted by the National Geodetic Survey in February 1997.
 QK0602
 QK0602.The orthometric height was scaled from a topographic map.
 QK0602
 QK0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0602.GEOID18 height accuracy estimate available here.
 QK0602
 QK0602.Click photographs - Photos may exist for this station.
 QK0602
 QK0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0602
 QK0602. The following values were computed from the NAD 83(1994) position.
 QK0602
 QK0602;                    North         East     Units Scale Factor Converg.
 QK0602;SPC MI N     -   134,964.951 8,196,637.985   MT  0.99991796   +1 50 03.2
 QK0602;SPC MI N     -   442,798.40 26,891,856.91   iFT  0.99991796   +1 50 03.2
 QK0602;UTM  16      - 5,093,771.827   696,606.945   MT  1.00007522   +1 49 30.4
 QK0602
 QK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0602!SPC MI N     -   0.99997772  x   0.99991796  =   0.99989568
 QK0602!UTM  16      -   0.99997772  x   1.00007522  =   1.00005294
 QK0602
 QK0602:                Primary Azimuth Mark                     Grid Az
 QK0602:SPC MI N     -  COATS                                    111 08 27.1
 QK0602:UTM  16      -  COATS                                    111 08 59.9
 QK0602
 QK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9660693771(NAD 83)
 QK0602
 QK0602|---------------------------------------------------------------------|
 QK0602| PID    Reference Object                     Distance      Geod. Az  |
 QK0602|                                                           dddmmss.s |
 QK0602| QK0601 COATS                               APPROX. 2.6 KM 1125830.3 |
 QK0602|---------------------------------------------------------------------|
 QK0602
 QK0602                          SUPERSEDED SURVEY CONTROL
 QK0602
 QK0602  NAD 83(1986)-  45 58 09.59842(N)    084 27 44.25306(W) AD(       ) 1
 QK0602  NAD 27      -  45 58 09.55200(N)    084 27 44.11500(W) AD(       ) 1
 QK0602
 QK0602.Superseded values are not recommended for survey control.
 QK0602
 QK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0602.See file dsdata.pdf to determine how the superseded data were derived.
 QK0602
 QK0602_MARKER: DD = SURVEY DISK
 QK0602_SETTING: 66 = SET IN ROCK OUTCROP
 QK0602_STAMPING: BRULEE 1904-1961
 QK0602_MARK LOGO: USLS
 QK0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0602+STABILITY: POSITION/ELEVATION WELL
 QK0602
 QK0602  HISTORY     - Date     Condition        Report By
 QK0602  HISTORY     - 1904     MONUMENTED       USLS
 QK0602  HISTORY     - 1964     GOOD             USLS
 QK0602  HISTORY     - 1977     GOOD             NGS
 QK0602  HISTORY     - 19950711 GOOD             USPSQD
 QK0602
 QK0602                          STATION DESCRIPTION
 QK0602
 QK0602'DESCRIBED BY US LAKE SURVEY 1904
 QK0602'ON NORTH SHORE OF STRAITS OF MACKINAC, AT WEST ENTRANCE TO LES
 QK0602'CHENEAUX ISLANDS, AT EXTREME END OF
 QK0602'POINT BRULER, AT HIGH-WATER MARK, 38 FEET FROM BRUSH LINE, 90 FEET
 QK0602'SOUTHEAST OF 12-INCH BIRCH TREE
 QK0602'IN GROUP OF FOUR TREES, AND 70.3 FEET FROM FLAT ROCK AT SURFACE
 QK0602'OF GROUND IN EDGE OF WOODS, MARKED WITH
 QK0602'CROSS IN TRIANGLE AND ARROW POINTING
 QK0602'TOWARDS STATION.  TOWN OF HESSEL IS VISIBLE TO NORTH, AND
 QK0602'SMALL ISLAND SOUTH OF ST.
 QK0602'MARTIN ISLAND IS JUST VISIBLE PAST EDGE OF BRUSH.  MARKED BY DRILL
 QK0602'HOLE 1/2 INCH IN DIAMETER AND 2
 QK0602'INCHES DEEP IN FLAT LIMESTONE ROCK 3 FEET IN DIAMETER AND 1 FOOT
 QK0602'HIGH.
 QK0602
 QK0602                          STATION RECOVERY (1964)
 QK0602
 QK0602'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0602'RECOVERED AS DESCRIBED IN 1904 DESCRIPTION.
 QK0602
 QK0602                          STATION RECOVERY (1977)
 QK0602
 QK0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (KO)
 QK0602'STATION RECOVERED, WITH A USLS DISK, STAMPED BRULEE 1904-1961,
 QK0602'APPARENTLY SET IN THE ORIGINAL DRILL HOLE.  A SEARCH OF LAKE
 QK0602'SURVEY RECORDS REVEALED THAT THE DISK WAS PLACED IN THE ORIGINAL
 QK0602'DRILL HOLE IN 1961.  A NEW TO REACH FOLLOWS.
 QK0602'
 QK0602'FROM THE INTERSECTION OF INTERSTATE I-75 AND STATE HIGHWAY M-134
 QK0602'PROCEED EAST ON M-134 APPROXIMATELY 12 MILES TO BRULEE POINT ROAD
 QK0602'ON THE RIGHT (SOUTH).  TURN RIGHT (SOUTH) FOR APPROXIMATELY 2 MILES
 QK0602'TO A GATE ACROSS THE ROAD.  IF THE GATE IS UNLOCKED CONTINUE FOR
 QK0602'APPROXIMATELY 1.5 MILES TO A PRIVATE MARINA.  CONTINUE ON FOOT
 QK0602'PAST THE MARINA FOR APPROXIMATELY 500 YARDS TO THE VICINITY OF
 QK0602'THE STATION.  IF THE STATION IS TO BE REACHED BY BOAT PROCEED TO
 QK0602'THE PRIVATE MARINA MENTIONED ABOVE AND CONTINUE ON FOOT FROM
 QK0602'THERE.  THE MARINA IS LOCATED ON THE WEST SHORE OF BRULEE POINT
 QK0602'JUST NORTH OF THE SOUTHERN MOST POINT OF BRULEE POINT.
 QK0602
 QK0602                          STATION RECOVERY (1995)
 QK0602
 QK0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1081 ***********************************************************************
 RJ1081  DESIGNATION -  BRUSH POINT F RNG LT
 RJ1081  PID         -  RJ1081
 RJ1081  STATE/COUNTY-  MI/CHIPPEWA
 RJ1081  COUNTRY     -  US
 RJ1081  USGS QUAD   -  SHALLOWS (2017)
 RJ1081
 RJ1081                         *CURRENT SURVEY CONTROL
 RJ1081  ______________________________________________________________________
 RJ1081* NAD 83(1994) POSITION- 46 27 44.46930(N) 084 27 46.81963(W)   ADJUSTED
 RJ1081* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 RJ1081  ______________________________________________________________________
 RJ1081  GEOID HEIGHT    -        -36.518 (meters)                     GEOID18
 RJ1081  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 RJ1081  HORZ ORDER      -  THIRD
 RJ1081
 RJ1081.The horizontal coordinates were established by classical geodetic methods
 RJ1081.and adjusted by the National Geodetic Survey in February 1997.
 RJ1081
 RJ1081.The orthometric height was scaled from a topographic map.
 RJ1081
 RJ1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1081.GEOID18 height accuracy estimate available here.
 RJ1081
 RJ1081.Click photographs - Photos may exist for this station.
 RJ1081
 RJ1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1081
 RJ1081. The following values were computed from the NAD 83(1994) position.
 RJ1081
 RJ1081;                    North         East     Units Scale Factor Converg.
 RJ1081;SPC MI N     -   189,731.615 8,194,829.382   MT  0.99990760   +1 50 01.4
 RJ1081;SPC MI N     -   622,479.05 26,885,923.17   iFT  0.99990760   +1 50 01.4
 RJ1081;UTM  16      - 5,148,547.534   694,799.530   MT  1.00006647   +1 50 22.9
 RJ1081
 RJ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1081!SPC MI N     -   0.99997593  x   0.99990760  =   0.99988354
 RJ1081!UTM  16      -   0.99997593  x   1.00006647  =   1.00004240
 RJ1081
 RJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9479948547(NAD 83)
 RJ1081
 RJ1081                          SUPERSEDED SURVEY CONTROL
 RJ1081
 RJ1081  NAD 83(1986)-  46 27 44.45077(N)    084 27 46.82486(W) AD(       ) 3
 RJ1081  NAD 27      -  46 27 44.37889(N)    084 27 46.65700(W) AD(       ) 3
 RJ1081
 RJ1081.Superseded values are not recommended for survey control.
 RJ1081
 RJ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1081.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1081
 RJ1081_MARKER: 15 = RANGE MARKER
 RJ1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1081
 RJ1081  HISTORY     - Date     Condition        Report By
 RJ1081  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1081  HISTORY     - 19940723 GOOD             USPSQD
 RJ1081
 RJ1081                          STATION DESCRIPTION
 RJ1081
 RJ1081'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1081'THE STATION, BRUSH POINT F RNG LT, IS THE CENTER OF THE GREEN
 RJ1081'LIGHT ATOP THE STRUCTURE.
 RJ1081'
 RJ1081'THE STATION IS LOCATED ON THE NORTHERN END OF A LARGE ISLAND
 RJ1081'WEST OF SAULT SAINT MARIE AT THE MOUTH OF THE SAINT MARYS
 RJ1081'RIVER.
 RJ1081
 RJ1081                          STATION RECOVERY (1994)
 RJ1081
 RJ1081'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1080 ***********************************************************************
 RJ1080  DESIGNATION -  BRUSH POINT R RNG LT
 RJ1080  PID         -  RJ1080
 RJ1080  STATE/COUNTY-  MI/CHIPPEWA
 RJ1080  COUNTRY     -  US
 RJ1080  USGS QUAD   -  SHALLOWS (2017)
 RJ1080
 RJ1080                         *CURRENT SURVEY CONTROL
 RJ1080  ______________________________________________________________________
 RJ1080* NAD 83(1994) POSITION- 46 27 49.97185(N) 084 27 19.15736(W)   ADJUSTED
 RJ1080* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 RJ1080  ______________________________________________________________________
 RJ1080  GEOID HEIGHT    -        -36.523 (meters)                     GEOID18
 RJ1080  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 RJ1080  HORZ ORDER      -  THIRD
 RJ1080
 RJ1080.The horizontal coordinates were established by classical geodetic methods
 RJ1080.and adjusted by the National Geodetic Survey in February 1997.
 RJ1080
 RJ1080.The orthometric height was scaled from a topographic map.
 RJ1080
 RJ1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1080.GEOID18 height accuracy estimate available here.
 RJ1080
 RJ1080.Click photographs - Photos may exist for this station.
 RJ1080
 RJ1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1080
 RJ1080. The following values were computed from the NAD 83(1994) position.
 RJ1080
 RJ1080;                    North         East     Units Scale Factor Converg.
 RJ1080;SPC MI N     -   189,920.333 8,195,413.819   MT  0.99990768   +1 50 21.4
 RJ1080;SPC MI N     -   623,098.21 26,887,840.61   iFT  0.99990768   +1 50 21.4
 RJ1080;UTM  16      - 5,148,736.343   695,384.041   MT  1.00006927   +1 50 43.2
 RJ1080
 RJ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1080!SPC MI N     -   0.99997452  x   0.99990768  =   0.99988221
 RJ1080!UTM  16      -   0.99997452  x   1.00006927  =   1.00004379
 RJ1080
 RJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9538448736(NAD 83)
 RJ1080
 RJ1080                          SUPERSEDED SURVEY CONTROL
 RJ1080
 RJ1080  NAD 83(1986)-  46 27 49.95351(N)    084 27 19.16267(W) AD(       ) 3
 RJ1080  NAD 27      -  46 27 49.88096(N)    084 27 18.99606(W) AD(       ) 3
 RJ1080
 RJ1080.Superseded values are not recommended for survey control.
 RJ1080
 RJ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1080.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1080
 RJ1080_MARKER: 15 = RANGE MARKER
 RJ1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1080+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 RJ1080
 RJ1080  HISTORY     - Date     Condition        Report By
 RJ1080  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1080  HISTORY     - 19940723 GOOD             USPSQD
 RJ1080  HISTORY     - 20110523 GOOD             INDIV
 RJ1080
 RJ1080                          STATION DESCRIPTION
 RJ1080
 RJ1080'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1080'THE STATION, BRUSH POINT R RNG LT, IS THE CENTER OF THE GREEN
 RJ1080'LIGHT ATOP THE STRUCTURE.
 RJ1080'
 RJ1080'THE STATION IS LOCATED WEST OF SAULT SAINT MARIE AT THE
 RJ1080'MOUTH OF THE SAINT MARYS RIVER ON BRUSH POINT.
 RJ1080
 RJ1080                          STATION RECOVERY (1994)
 RJ1080
 RJ1080'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1080'RECOVERED IN GOOD CONDITION.
 RJ1080
 RJ1080                          STATION RECOVERY (2011)
 RJ1080
 RJ1080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MBJ)
 RJ1080'LIGHT ATOP THE STRUCTURE IS RED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0691 ***********************************************************************
 QK0691  DESIGNATION -  BRUTUS
 QK0691  PID         -  QK0691
 QK0691  STATE/COUNTY-  MI/EMMET
 QK0691  COUNTRY     -  US
 QK0691  USGS QUAD   -  ALANSON (2017)
 QK0691
 QK0691                         *CURRENT SURVEY CONTROL
 QK0691  ______________________________________________________________________
 QK0691* NAD 83(1994) POSITION- 45 29 32.69583(N) 084 48 07.57603(W)   ADJUSTED
 QK0691* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 QK0691  ______________________________________________________________________
 QK0691  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 QK0691  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QK0691  HORZ ORDER      -  SECOND
 QK0691
 QK0691.The horizontal coordinates were established by classical geodetic methods
 QK0691.and adjusted by the National Geodetic Survey in February 1997.
 QK0691
 QK0691.The orthometric height was scaled from a topographic map.
 QK0691
 QK0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0691.GEOID18 height accuracy estimate available here.
 QK0691
 QK0691.Click photographs - Photos may exist for this station.
 QK0691
 QK0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0691
 QK0691. The following values were computed from the NAD 83(1994) position.
 QK0691
 QK0691;                    North         East     Units Scale Factor Converg.
 QK0691;SPC MI C     -   241,864.752 5,965,964.029   MT  0.99995861   -0 18 27.3
 QK0691;SPC MI C     -   793,519.53 19,573,372.80   iFT  0.99995861   -0 18 27.3
 QK0691;UTM  16      - 5,040,003.576   671,736.935   MT  0.99996263   +1 34 04.2
 QK0691
 QK0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0691!SPC MI C     -   0.99996037  x   0.99995861  =   0.99991898
 QK0691!UTM  16      -   0.99996037  x   0.99996263  =   0.99992300
 QK0691
 QK0691:                Primary Azimuth Mark                     Grid Az
 QK0691:SPC MI C     -  BRUTUS AZ MK                             074 25 09.9
 QK0691:UTM  16      -  BRUTUS AZ MK                             072 32 38.4
 QK0691
 QK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7173640003(NAD 83)
 QK0691
 QK0691|---------------------------------------------------------------------|
 QK0691| PID    Reference Object                     Distance      Geod. Az  |
 QK0691|                                                           dddmmss.s |
 QK0691| CH1762 BRUTUS AZ MK                                       0740642.6 |
 QK0691| CH1764 BRUTUS RM 2                          22.071 METERS 22247     |
 QK0691| CH1763 BRUTUS RM 1                          27.038 METERS 35934     |
 QK0691|---------------------------------------------------------------------|
 QK0691
 QK0691                          SUPERSEDED SURVEY CONTROL
 QK0691
 QK0691  NAD 83(1986)-  45 29 32.69046(N)    084 48 07.57748(W) AD(       ) 2
 QK0691  NAD 27      -  45 29 32.65300(N)    084 48 07.40600(W) AD(       ) 2
 QK0691
 QK0691.Superseded values are not recommended for survey control.
 QK0691
 QK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0691.See file dsdata.pdf to determine how the superseded data were derived.
 QK0691
 QK0691_MARKER: DS = TRIANGULATION STATION DISK
 QK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0691_STAMPING: BRUTUS 1956
 QK0691_MARK LOGO: CGS
 QK0691_PROJECTION: FLUSH
 QK0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0691+STABILITY: SURFACE MOTION
 QK0691
 QK0691  HISTORY     - Date     Condition        Report By
 QK0691  HISTORY     - 1956     MONUMENTED       CGS
 QK0691  HISTORY     - 1962     GOOD             CGS
 QK0691  HISTORY     - 1976     GOOD             NGS
 QK0691
 QK0691                          STATION DESCRIPTION
 QK0691
 QK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0691'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE VILLAGE OF PELLSTON,
 QK0691'4 MILES NORTH OF ALANSON AND 1 MILE WEST OF THE SMALL VILLAGE OF
 QK0691'BRUTUS, ON THE HIGHEST POINT OF A HEAVILY TIMBERED RIDGE, NEAR THE
 QK0691'WEST END OF A PASTURE AND ON LAND OWNED BY MR. TOM CARTER.  IT IS 24
 QK0691'FEET EAST OF THE CENTER OF A TRACK ROAD, 8 FEET NORTH OF A WHITE
 QK0691'WITNESS POST AND 1 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND
 QK0691'THE DISK IS STAMPED BRUTUS 1956.
 QK0691'
 QK0691'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 QK0691'BRUTUS, GO WEST ON GRAVELED ROAD (THIS IS ABOUT 1/2 BLOCK SOUTH OF THE
 QK0691'POST OFFICE) FOR 0.9 MILE TO A SMALL CHURCH ON THE RIGHT, NORTH SIDE
 QK0691'OF ROAD.  CONTINUE WEST ON GRAVELED ROAD FOR 0.05 MILE TO A WOODS ROAD
 QK0691'LEFT AT FENCE CORNER.  TURN LEFT AND GO SOUTH ON WOODS ROAD FOR 0.05
 QK0691'MILE TO THE STATION IN FENCE LINE ON THE LEFT, EAST SIDE OF ROAD AS
 QK0691'DESCRIBED.
 QK0691'
 QK0691'REFERENCE MARK 1 IS 96 FEET NORTH OF THE WHITE WITNESS POST, 30 FEET
 QK0691'EAST OF THE CENTER OF THE WOODS ROAD AND 1 FOOT WEST OF FENCE LINE.
 QK0691'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRUTUS NO 1
 QK0691'1956.
 QK0691'
 QK0691'REFERENCE MARK 2 IS 68 FEET SOUTHWEST OF THE WHITE WITNESS POST AND 13
 QK0691'FEET SOUTHEAST OF THE CENTER OF THE WOODS ROAD.  THE MARK PROJECTS
 QK0691'ABOUT 4 INCHES AND THE DISK IS STAMPED BRUTUS NO 2 1956.
 QK0691'
 QK0691'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 QK0691'ROAD, 13 FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET NORTH OF A
 QK0691'WHITE WITNESS POST AND 1 FOOT NORTH OF A TELEPHONE POLE, ON ROAD
 QK0691'RIGHT-OF-WAY.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 QK0691'STAMPED BRUTUS 1956.
 QK0691'
 QK0691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO GRAVELED ROAD.
 QK0691'TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE MARK ON THE LEFT, NORTH
 QK0691'SIDE OF ROAD AS DESCRIBED.
 QK0691'
 QK0691'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0691
 QK0691                          STATION RECOVERY (1962)
 QK0691
 QK0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0691'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0691
 QK0691                          STATION RECOVERY (1976)
 QK0691
 QK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 QK0691'STATION RECOVERED AS DESCRIBED ALONG WITH RM 1 AND 2 AND THE
 QK0691'AZIMUTH MARK.
 QK0691'
 QK0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 QK0691'VILLAGE OF BRUTUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0658 ***********************************************************************
 RK0658  DESIGNATION -  BUCHMAN
 RK0658  PID         -  RK0658
 RK0658  STATE/COUNTY-  MI/DELTA
 RK0658  COUNTRY     -  US
 RK0658  USGS QUAD   -  POPLAR LAKE (2017)
 RK0658
 RK0658                         *CURRENT SURVEY CONTROL
 RK0658  ______________________________________________________________________
 RK0658* NAD 83(1994) POSITION- 46 06 25.51132(N) 086 49 48.84813(W)   ADJUSTED
 RK0658* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 RK0658  ______________________________________________________________________
 RK0658  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 RK0658  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 RK0658  HORZ ORDER      -  THIRD
 RK0658
 RK0658.The horizontal coordinates were established by classical geodetic methods
 RK0658.and adjusted by the National Geodetic Survey in February 1997.
 RK0658
 RK0658.The orthometric height was scaled from a topographic map.
 RK0658
 RK0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0658.GEOID18 height accuracy estimate available here.
 RK0658
 RK0658.Click photographs - Photos may exist for this station.
 RK0658
 RK0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0658
 RK0658. The following values were computed from the NAD 83(1994) position.
 RK0658
 RK0658;                    North         East     Units Scale Factor Converg.
 RK0658;SPC MI N     -   147,141.210 8,013,123.897   MT  0.99990765   +0 07 21.7
 RK0658;SPC MI N     -   482,746.75 26,289,776.56   iFT  0.99990765   +0 07 21.7
 RK0658;UTM  16      - 5,105,959.653   513,119.868   MT  0.99960212   +0 07 20.4
 RK0658
 RK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0658!SPC MI N     -   0.99996444  x   0.99990765  =   0.99987209
 RK0658!UTM  16      -   0.99996444  x   0.99960212  =   0.99956657
 RK0658
 RK0658:                Primary Azimuth Mark                     Grid Az
 RK0658:SPC MI N     -  LACLAIRE                                 263 16 04.7
 RK0658:UTM  16      -  LACLAIRE                                 263 16 06.0
 RK0658
 RK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1311905959(NAD 83)
 RK0658
 RK0658|---------------------------------------------------------------------|
 RK0658| PID    Reference Object                     Distance      Geod. Az  |
 RK0658|                                                           dddmmss.s |
 RK0658| RK0682 BUCHMAN RM 1                         17.699 METERS 02336     |
 RK0658| RK0678 BUCHMAN AZ MK 2                     240.840 METERS 25751     |
 RK0658| RK0507 LACLAIRE                            APPROX.19.5 KM 2632326.4 |
 RK0658| RK0657 TT 67 T                              36.267 METERS 26435     |
 RK0658| RK0683 BUCHMAN RM 2                         12.719 METERS 26522     |
 RK0658|---------------------------------------------------------------------|
 RK0658
 RK0658                          SUPERSEDED SURVEY CONTROL
 RK0658
 RK0658  NAD 83(1986)-  46 06 25.50777(N)    086 49 48.84446(W) AD(       ) 3
 RK0658  NAD 27      -  46 06 25.66000(N)    086 49 48.32200(W) AD(       ) 3
 RK0658
 RK0658.Superseded values are not recommended for survey control.
 RK0658
 RK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0658.See file dsdata.pdf to determine how the superseded data were derived.
 RK0658
 RK0658_MARKER: DS = TRIANGULATION STATION DISK
 RK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0658_STAMPING: BUCHMAN 1955
 RK0658_MARK LOGO: CGS
 RK0658_PROJECTION: PROJECTING 18 CENTIMETERS
 RK0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0658+STABILITY: POSITION/ELEVATION WELL
 RK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0658+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1984
 RK0658
 RK0658  HISTORY     - Date     Condition        Report By
 RK0658  HISTORY     - 1955     MONUMENTED       CGS
 RK0658  HISTORY     - 1955     GOOD             CGS
 RK0658  HISTORY     - 19840316 GOOD             NGS
 RK0658  HISTORY     - 19840319 GOOD             NGS
 RK0658
 RK0658                          STATION DESCRIPTION
 RK0658
 RK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0658'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF RAPID RIVER, ABOUT
 RK0658'9 MILES SOUTHEAST OF TRENARY, ABOUT 3.5 MILES SOUTH OF THE
 RK0658'ALGER-DELTA COUNTY LINE, ABOUT 0.75 MILE EAST OF THE WHITEFISH
 RK0658'RIVER ON THE HIGHEST POINT OF A TIMBERED NORTH AND SOUTH RIDGE
 RK0658'WHICH IS ABOUT 0.25 MILE EAST OF THE GRAVEL ROAD AND IN SECTION
 RK0658'20, T. 43 N., R. 20 W.  IT IS ON LAND OWNED BY MR. HARRY BUCHMAN
 RK0658'WHO LIVES IN RAPID RIVER.
 RK0658'
 RK0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MAIN
 RK0658'STREET IN RAPID RIVER GO EAST ON U.S. HIGHWAY 2 FOR 1.7 MILES TO
 RK0658'FORKS, TAKE THE LEFT FORK AND GO EAST ON BLACKTOP ROAD FOR 0.7 MILE
 RK0658'TO LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.1 MILES TO
 RK0658'FORKS, TAKE THE LEFT FORK AND GO NORTHERLY ON THE MAIN GRAVEL ROAD
 RK0658'FOR 5.8 MILES TO A TRACK ROAD RIGHT AND A SMALL SIGN (PINE POINT).
 RK0658'CONTINUE NORTH ON THE MAIN GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD
 RK0658'LEFT JUST AFTER PASSING TWO CABINS ON THE LEFT, CONTINUE NORTH ON
 RK0658'THE MAIN GRAVEL ROAD FOR 1.05 MILES TO A TRACK ROAD RIGHT AT A
 RK0658'SMALL GRASSY OPENING, TURN RIGHT AND GO APPROXIMATELY 100 YARDS
 RK0658'EAST TO A TRACK ROAD INTO THE WOODS JUST NORTH OF A CABIN, FOLLOW
 RK0658'THE TRACK ROAD NORTH THEN EAST AND THEN BACK SOUTH FOR ABOUT
 RK0658'0.35 MILE TO THE END OF THE ROAD ON THE WEST SIDE OF RIDGE, TURN
 RK0658'LEFT AND GO SOUTHEAST FOR APPROXIMATELY 100 YARDS TO THE TOP OF
 RK0658'RIDGE AND THE STATION.
 RK0658'
 RK0658'STATION MARK, A STANDARD DISK, STAMPED BUCHMAN 1955, IS SET IN A
 RK0658'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 30 FEET NORTHEAST
 RK0658'OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE, 28
 RK0658'FEET WEST OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0658'SIDE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RK0658'
 RK0658'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BUCHMAN NO 1 1955, IS
 RK0658'SET IN A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 RK0658'APPROXIMATELY 2 FEET LOWER THAN THE STATION AND AT THE NORTH SIDE
 RK0658'OF A SMALL CLEARED AREA.
 RK0658'
 RK0658'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BUCHMAN NO 2 1955, IS
 RK0658'SET IN A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 8 FEET
 RK0658'SOUTHWEST OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0658'SIDE AND APPROXIMATELY 6 FEET LOWER THAN THE STATION.
 RK0658'
 RK0658'U.S. GEOLOGICAL SURVEY BENCH MARK, A STANDARD BRONZE DISK, STAMPED
 RK0658'TT 67 T 1954, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 RK0658'WHICH PROJECTS 6 INCHES.  IT IS 7 FEET NORTH OF A 10 INCH TREE WITH
 RK0658'BM PAINTED ON IT AND AT THE SUMMIT OF THE NORTH END OF THE RIDGE.
 RK0658'
 RK0658'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RK0658'
 RK0658'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0658
 RK0658                          STATION RECOVERY (1955)
 RK0658
 RK0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 RK0658'RECOVERED IN GOOD CONDITION.
 RK0658
 RK0658                          STATION RECOVERY (1984)
 RK0658
 RK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RK0658'BUCHMAN 1955 LOCATED IN QUAD. 460863, ABOUT 22.53 KM (14.00 MI)
 RK0658'NORTHEAST OF RAPID RIVER, ABOUT 14.48 KM (9.00 MI) SOUTHEAST OF
 RK0658'TRENARY, ABOUT 5.63 KM (3.50 MI) SOUTH OF THE ALGER-DELTA COUNTY
 RK0658'LINE, ABOUT 1.21 KM (0.75 MI) EAST OF THE WHITEFISH RIVER ON THE
 RK0658'HIGHEST POINT OF A TIMBERED NORTH-SOUTH RIDGE WHICH IS ABOUT 0.40 KM
 RK0658'(0.25 MI) EAST OF COUNTY ROUTE 509, IN SECTION 20, T 43 N, R 20 W AND
 RK0658'ON PROPERTY NOW OWNED BY MR. WILLIAM C. WILTON, 6709 STAK ROAD, NORTH
 RK0658'STREET, MICHIGAN 48049, (PHONE (313) 786-5419).
 RK0658'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT THE WEST SIDE
 RK0658'OF RAPID RIVER, GO NORTH ON HIGHWAY 41 FOR 18.31 KM (11.38 MI) TO THE
 RK0658'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT, 38TH ROAD.  TURN RIGHT
 RK0658'AND GO EAST ON 38TH ROAD FOR 12.31 KM (7.65 MI) , CROSSING BOTH THE
 RK0658'WEST AND EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH
 RK0658'COUNTY ROUTE 509 AND THE END OF 38TH ROAD.  TURN LEFT AND GO NORTH ON
 RK0658'HIGHWAY 509 FOR 1.77 KM (1.10 MI) TO A WOODS ROAD RIGHT LEADING BY A
 RK0658'CABIN.  TURN RIGHT AND GO APPROXIMATELY 91.44 M (300.00 FT) EAST AND
 RK0658'THEN BACK SOUTH FOR ABOUT 0.57 KM (0.35 MI) TO THE END OF THE ROAD ON
 RK0658'THE WEST SIDE OF RIDGE.  TURN LEFT AND GO SOUTHEAST FOR APPROXIMATELY
 RK0658'91.44 M (300.00 FT) TO THE TOP OF RIDGE AND THE STATION.  WHEN THIS
 RK0658'STATION WAS RECOVERED I WENT IN BY SNOW-MOBILE AND SNOWSHOES FROM THE
 RK0658'WOODS ROAD RIGHT LEADING BY CABIN.
 RK0658'STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.  LOCATED 118.967
 RK0658'FT (36.261 M) EAST-NORTHEAST OF STATION TT 67 T USGS 1955, 12.719 M
 RK0658'(41.729 FT) EAST-NORTHEAST OF STATION BUCHMAN NO 2 1955, 17.669 M
 RK0658'(57.969 FT) SOUTH OF STATION BUCHMAN NO 1 1955, 9.14 M (29.99 FT)
 RK0658'NORTHEAST FROM A BEECH TREE, 8.53 M (27.99 FT) WEST FROM A BEECH TREE,
 RK0658'0.61 M (2.00 FT) NORTH FROM A 4 X 4 INCH WHITE WOODEN WITNESS POST
 RK0658'AND 0.61 M (2.00 FT) SOUTH FROM A CARSONITE WITNESS POST.
 RK0658'A TRAVERSE CONNECTION WAS MADE TO THE BUCHMAN 1955 AZ MK 2 1984 USING
 RK0658'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 RK0658'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RK0658'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 RK0658
 RK0658                          STATION RECOVERY (1984)
 RK0658
 RK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RK0658'THE STATION MARK REFERENCE MARK 1 AND 2 AND TT 67 T USGS 1955 USED AS
 RK0658'A REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 RK0658'DIRECTION TO TT 67 T AND REFERENCE MARK 2 COMPARED WITH 1955 DATA.
 RK0658'REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.028 METER (0.092 FT) AND
 RK0658'THE ANGLE BETWEEN TT 67 T AND REFERENCE MARK 1 DIFFFERED BY 2 MINUTES
 RK0658'06.03 SECONDS.  THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 COMPARED WITH
 RK0658'THE 1955 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS. THE STATION
 RK0658'IS LOCATED ABOUT 14 MILES (22.5 KM) NORTHWEST OF RAPID RIVER ABOUT 9
 RK0658'MILES (14.5 KM) SOUTHEAST OF TRENARY ABOUT 3.5 MILES (5.6 KM) SOUTH OF
 RK0658'THE ALGER-DELTA COUNTY LINE ABOUT 0.75 MILE (1.21 KM) EAST OF THE
 RK0658'WHITEFISH RIVER ON THE HIGHEST POINT OF A TIMBER NORTH AND SOUTH RIDGE
 RK0658'WHICH IS ABOUT 0.25 MILE (0.40 KM) EAST OF COUNTY ROUTE 509 GRAVELED
 RK0658'ROAD IN SECTION 20 T 43 N. R 20 W AND ON PROPERTY NOW OWNED BY MR
 RK0658'WILLIAM C WILTON 6709 STAK ROAD NORTH STREET  MICHIGAN 48049 TO REACH
 RK0658'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 2 AND 41 AT THE WEST SIDE
 RK0658'OF RAPID RIVER GO NORTH ON HIGHWAY 41 FOR 11.3 MILES (18.2 KM) TO THE
 RK0658'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT  38TH RD.  TURN RIGHT AND
 RK0658'GO EAST ON 38TH RD FOR 7.6 MILES  (12.2 KM) CROSSING BOTH THE WEST AND
 RK0658'EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH COUNTY ROUTE
 RK0658'509 AND THE END OF 38TH RD.  TURN LEFT AND GO NORTH ON HIGHWAY 509 FOR
 RK0658'1.1 MILE (1.8 KM) TO A WOODS ROAD RIGHT LEADING BY A CABIN.  TURN
 RK0658'RIGHT AND GO APPROXIMATELY 100 YARDS EAST AND THEN BACK SOUTH FOR
 RK0658'ABOUT 0.35 MILE (0.56 KM) TO THE END OF THE ROAD ON THE WEST SIDE OF
 RK0658'RIDGE TURN LEFT AND GO SOUTHEAST FOR APPROXIMATELY 100 YARDS TO THE
 RK0658'TOP OF RIDGE AND THE STATION.
 RK0658'
 RK0658'THE STATION IS A STANDARD CGS DISK STAMPED--BUCHMAN 1955--,  SET INTO
 RK0658'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 IMCHES (30 CM) IN DIAMETER,
 RK0658'PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 RK0658'9.14 METERS (29.99 FT) NORTHEAST FROM A BEECH TREE, 8.53 METERS (27.99
 RK0658'FT) WEST FROM A BEECH TREE, 0.61 METERS (2.00 FT) NORTH FROM A 4 X 4
 RK0658'INCH WHITE WOODEN WITNESS POST AND 0.61 METERS (2.00 FT) SOUTH FROM A
 RK0658'WITNESS POST.
 RK0658'
 RK0658'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BUCHMAN NO 1
 RK0658'1955--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 RK0658'(30 CM) IN DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.
 RK0658'THE STATION IS LOCATED 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
 RK0658'
 RK0658'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BUCHMAN NO 2
 RK0658'1955--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 RK0658'(30 CM) IN DIAMETER PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.
 RK0658'THE STATION IS LOCATED 2.44 METERS (8.01 FT) SOUTHWEST FROM A BEECH
 RK0658'TREE AND 1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 RK0658'
 RK0658'REFERENCE MARK NO 3 IS A STANDARD USGS DISK STAMPED--TT 67 T 1954--,
 RK0658'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHS (18 CM) IN
 RK0658'DIAMETER PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  THE STATION
 RK0658'IS LOCATED 2.13 METERS (6.99 FT) NORTH FROM A 10 INCH TREE WITH BM
 RK0658'PRINTED ON IT AND AT THE SUMMIT OF THE NORTH END OF THE RIDGE AND
 RK0658'1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 RK0658'
 RK0658'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--BUCHMAN
 RK0658'1955 1984--, SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT,
 RK0658'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 115.0 FT (35.1 M) EAST
 RK0658'FROM THE SOUTHEAST CORNER OF CABIN, 41.0 FT (12.5 M) NORTHWEST FROM A
 RK0658'18 INCH BEECH TREE 11.278 METERS (37.01 FT) EAST-NORTHEAST FROM THE
 RK0658'NORTHEAST CORNER OF A SMALL PRIVY (ONE HOLER) 12.0 FT (3.7 M) FROM A
 RK0658'10 INCH RED MAPLE TREE  4.0 FT (1.2 M) METERS NORTH FROM A WITNESS
 RK0658'POST AND 4.0 FT (1.2 M) SOUTH FROM A WITNESS POST. A TRAVERSE
 RK0658'CONNECTION WAS MADE TO BUCHMAN 1955 USING ELECTRONIC DISTANCE
 RK0658'MEASURING EQUIPMENT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 RK0658'0.24 KM EAST TO THE FIRST KNOLL ON EAST SIDE OF CABIN AND THE MARK AS
 RK0658'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0678 ***********************************************************************
 RK0678  DESIGNATION -  BUCHMAN AZ MK 2
 RK0678  PID         -  RK0678
 RK0678  STATE/COUNTY-  MI/DELTA
 RK0678  COUNTRY     -  US
 RK0678  USGS QUAD   -  POPLAR LAKE (2017)
 RK0678
 RK0678                         *CURRENT SURVEY CONTROL
 RK0678  ______________________________________________________________________
 RK0678* NAD 83(1994) POSITION- 46 06 23.87042(N) 086 49 59.81152(W)   ADJUSTED
 RK0678* NAVD 88 ORTHO HEIGHT -   231.8   (meters)      760.    (feet) VERTCON3
 RK0678  ______________________________________________________________________
 RK0678  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 RK0678  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 RK0678  HORZ ORDER      -  THIRD
 RK0678
 RK0678.The horizontal coordinates were established by classical geodetic methods
 RK0678.and adjusted by the National Geodetic Survey in February 1997.
 RK0678
 RK0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0678
 RK0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0678.GEOID18 height accuracy estimate available here.
 RK0678
 RK0678.Click photographs - Photos may exist for this station.
 RK0678
 RK0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0678
 RK0678. The following values were computed from the NAD 83(1994) position.
 RK0678
 RK0678;                    North         East     Units Scale Factor Converg.
 RK0678;SPC MI N     -   147,090.051 8,012,888.575   MT  0.99990768   +0 07 13.8
 RK0678;SPC MI N     -   482,578.91 26,289,004.51   iFT  0.99990768   +0 07 13.8
 RK0678;UTM  16      - 5,105,908.511   512,884.618   MT  0.99960204   +0 07 12.5
 RK0678
 RK0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0678!SPC MI N     -   0.99996918  x   0.99990768  =   0.99987686
 RK0678!UTM  16      -   0.99996918  x   0.99960204  =   0.99957123
 RK0678
 RK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1288405908(NAD 83)
 RK0678
 RK0678                          SUPERSEDED SURVEY CONTROL
 RK0678
 RK0678  NAD 83(1986)-  46 06 23.86687(N)    086 49 59.80786(W) AD(       ) 3
 RK0678  NGVD 29 (04/09/92)  231.8    (m)          760.     (f) VERT ANG       
 RK0678
 RK0678.Superseded values are not recommended for survey control.
 RK0678
 RK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0678.See file dsdata.pdf to determine how the superseded data were derived.
 RK0678
 RK0678_MARKER: DZ = AZIMUTH MARK DISK
 RK0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0678_STAMPING: BUCHMAN 1955 1984
 RK0678_MARK LOGO: NGS
 RK0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0678+STABILITY: SURFACE MOTION
 RK0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0678+SATELLITE: SATELLITE OBSERVATIONS - 1984
 RK0678
 RK0678  HISTORY     - Date     Condition        Report By
 RK0678  HISTORY     - 1984     MONUMENTED       NGS
 RK0678
 RK0678                          STATION DESCRIPTION
 RK0678
 RK0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RK0678'THE STATION IS LOCATED IN QUAD. 460863, ABOUT 22.53 KM (14.00 MI)
 RK0678'NORTHEAST OF RAPID RIVER, ABOUT 14.48 KM (9.00 MI) SOUTHEAST OF
 RK0678'TRENARY, ABOUT 5.63 KM (3.50 MI) SOUTH OF THE ALGER-DELTA COUNTY
 RK0678'LINE, ABOUT 1.21 KM (0.75 MI) EAST OF THE WHITEFISH RIVER ON THE
 RK0678'HIGHEST POINT OF A TIMBERED NORTH-SOUTH RIDGE WHICH IS ABOUT 0.40 KM
 RK0678'(0.25 MI) EAST OF COUNTY ROUTE 509, IN SEC 20, T 43 N, R 20 W AND ON
 RK0678'PROPERTY NOW OWNED BY MR. WILLIAM C. WILTON, 6709 STAK ROAD, NORTH
 RK0678'STREET, MICHIGAN 48049, (PHONE (313) 786-5419).
 RK0678'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT THE WEST SIDE
 RK0678'OF RAPID RIVER, GO NORTH ON HIGHWAY 41 FOR 18.31 KM (11.38 MI) TO THE
 RK0678'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT, 38TH ROAD.  TURN RIGHT
 RK0678'AND GO EAST ON 38TH ROAD FOR 12.31 KM (7.65 MI) , CROSSING BOTH THE
 RK0678'WEST AND EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH
 RK0678'COUNTY ROUTE 509 AND THE END OF 38TH ROAD.  TURN LEFT AND GO NORTH ON
 RK0678'HIGHWAY 509 FOR 1.77 KM (1.10 MI) TO A WOODS ROAD RIGHT LEADING BY A
 RK0678'CABIN.  TURN RIGHT  AND GO APPROXIMATELY 91.44 M (300.00 FT) EAST TO
 RK0678'THE FIRST KNOLL EAST OF CABIN.  WHEN THIS STATION WAS SET, I WENT IN
 RK0678'BY SNOW-MOBILE AND SNOWSHOES FROM THE WOODS ROAD RIGHT LEADING TO
 RK0678'CABIN.
 RK0678'STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.  LOCATED
 RK0678'APPROXIMATELY 0.24 KM (0.15 MI) SOUTHWEST OF BUCHMAN 1955 ON THE
 RK0678'FIRST KNOLL EAST OF THE CABIN, 35.052 M (115.000 FT) EAST FROM THE
 RK0678'SOUTHEAST CORNER OF CABIN, 12.497 M (41.001 FT) NORTHWEST FROM A 18
 RK0678'INCH BEECH TREE, 11.278 M (37.001 FT) EAST-NORTHEAST FROM THE
 RK0678'NORTHEAST CORNER OF A SMALL PRIVY, (ONE HOLER), 3.658 M (12.001 FT)
 RK0678'SOUTHWEST FROM A 10 INCH RED MAPLE TREE, 1.219 M (3.999 FT) NORTH FROM
 RK0678'A CARSONITE WITNESS POST AND 1.219 M (3.999 FT) SOUTH FROM A
 RK0678'CARSONITE WITNESS POST.
 RK0678'A TRAVERSE CONNECTION WAS MADE TO STATION BUCHMAN 1955 USING
 RK0678'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 RK0678'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RK0678'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0547 ***********************************************************************
 QL0547  DESIGNATION -  BUCK
 QL0547  PID         -  QL0547
 QL0547  STATE/COUNTY-  MI/MENOMINEE
 QL0547  COUNTRY     -  US
 QL0547  USGS QUAD   -  RESORT LAKE (2017)
 QL0547
 QL0547                         *CURRENT SURVEY CONTROL
 QL0547  ______________________________________________________________________
 QL0547* NAD 83(1994) POSITION- 45 25 52.74551(N) 087 50 04.09089(W)   ADJUSTED
 QL0547* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 QL0547  ______________________________________________________________________
 QL0547  GEOID HEIGHT    -        -36.013 (meters)                     GEOID18
 QL0547  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 QL0547  HORZ ORDER      -  THIRD
 QL0547
 QL0547.The horizontal coordinates were established by classical geodetic methods
 QL0547.and adjusted by the National Geodetic Survey in February 1997.
 QL0547
 QL0547.The orthometric height was scaled from a topographic map.
 QL0547
 QL0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0547.GEOID18 height accuracy estimate available here.
 QL0547
 QL0547.Click photographs - Photos may exist for this station.
 QL0547
 QL0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0547
 QL0547. The following values were computed from the NAD 83(1994) position.
 QL0547
 QL0547;                    North         East     Units Scale Factor Converg.
 QL0547;SPC MI N     -    72,365.213 7,934,700.575   MT  1.00001298   -0 36 11.3
 QL0547;SPC MI N     -   237,418.68 26,032,482.20   iFT  1.00001298   -0 36 11.3
 QL0547;SPC WI C     -   179,831.586   769,437.134   MT  0.99998764   +1 31 40.6
 QL0547;SPC WI C     -   589,997.46  2,524,395.00   sFT  0.99998764   +1 31 40.6
 QL0547;UTM  16      - 5,031,204.844   434,726.367   MT  0.99965238   -0 35 40.2
 QL0547
 QL0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0547!SPC MI N     -   0.99996880  x   1.00001298  =   0.99998178
 QL0547!SPC WI C     -   0.99996880  x   0.99998764  =   0.99995644
 QL0547!UTM  16      -   0.99996880  x   0.99965238  =   0.99962119
 QL0547
 QL0547:                Primary Azimuth Mark                     Grid Az
 QL0547:SPC MI N     -  BUCK AZ MK                               266 50 41.9
 QL0547:SPC WI C     -  BUCK AZ MK                               264 42 50.0
 QL0547:UTM  16      -  BUCK AZ MK                               266 50 10.8
 QL0547
 QL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3472631204(NAD 83)
 QL0547
 QL0547|---------------------------------------------------------------------|
 QL0547| PID    Reference Object                     Distance      Geod. Az  |
 QL0547|                                                           dddmmss.s |
 QL0547| CJ4353 BUCK RM 1                            15.329 METERS 10844     |
 QL0547| CJ4354 BUCK RM 2                            14.693 METERS 24556     |
 QL0547| CJ4352 BUCK AZ MK                                         2661430.6 |
 QL0547|---------------------------------------------------------------------|
 QL0547
 QL0547                          SUPERSEDED SURVEY CONTROL
 QL0547
 QL0547  NAD 83(1991)-  45 25 52.74554(N)    087 50 04.09092(W) AD(       ) 3
 QL0547  NAD 83(1986)-  45 25 52.74642(N)    087 50 04.09277(W) AD(       ) 3
 QL0547  NAD 27      -  45 25 52.85400(N)    087 50 03.69100(W) AD(       ) 3
 QL0547
 QL0547.Superseded values are not recommended for survey control.
 QL0547
 QL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0547.See file dsdata.pdf to determine how the superseded data were derived.
 QL0547
 QL0547_MARKER: DS = TRIANGULATION STATION DISK
 QL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0547_STAMPING: BUCK 1954
 QL0547_MARK LOGO: CGS
 QL0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0547+STABILITY: SURFACE MOTION
 QL0547
 QL0547  HISTORY     - Date     Condition        Report By
 QL0547  HISTORY     - 1954     MONUMENTED       CGS
 QL0547
 QL0547                          STATION DESCRIPTION
 QL0547
 QL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0547'THE STATION LOCATED ABOUT 12.5 MILES WEST OF STEPHENSON, 1.0 MILES
 QL0547'EAST OF THE MENOMINEE
 QL0547'RIVER, ON LONE PROMINENT HILL KNOWN LOCALLY AS BUCK HILL.  THE
 QL0547'STATION, STAMPED BUCK 1954 IS
 QL0547'5 FEET SOUTHWEST OF A WITNESS POST AT THE TOP OF A TOBOGGAN
 QL0547'SLIDE.
 QL0547'
 QL0547'REFERENCE MARK NO. 1, STAMPED BUCK NO 1 1954 PROJECTS 3 INCHES.
 QL0547'
 QL0547'REFERENCE MARK NO. 2, STAMPED BUCK NO 2 1954 PROJECTS 3 INCHES.
 QL0547'
 QL0547'THE AZIMUTH MARK, STAMPED BUCK 1954 IS 19 FEET NORTH OF THE
 QL0547'CENTERLINE OF THE HIGHWAY,
 QL0547'2 FEET EAST-SOUTHEAST OF A WITNESS POST AND PROJECTS 6 INCHES.
 QL0547'
 QL0547'TO REACH FROM AMBERG, WISCONSIN, GO SOUTHERLY ON U.S. 141 FOR .6 MILE
 QL0547'TO JUNCTION OF COUNTY K, TURN
 QL0547'LEFT AND GO EASTERLY ON COUNTY K FOR 6.3 MILES TO A T INTERSECTION,
 QL0547'TURN LEFT ON MAIN TRAVELED GRAVEL
 QL0547'ROAD AND CONTINUE ON COUNTY K FOR 3.3 MILES TO A
 QL0547'BRIDGE OVER THE MENOMINEE RIVER, CONTINUE ON PAVED
 QL0547'ROAD FOR 2.1 MILES TO END OF
 QL0547'PAVEMENT, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR .2 MILE TO A
 QL0547'SIDE ROAD RIGHT, TURN RIGHT AND
 QL0547'GO WESTERLY AND THEN SOUTHERLY ON A GRAVEL ROAD FOR 1.4 MILES TO A
 QL0547'POWER PLANT ON RIGHT, CONTINUE ON
 QL0547'MAIN GRAVEL ROAD FOR 4.9 MILES TO A SIDE ROAD LEFT
 QL0547'JUST AFTER REACHING PAVEMENT, TURN LEFT AND GO .05
 QL0547'MILE TO AZIMUTH MARK ON LEFT
 QL0547'CONTINUE FOR .5 MILE TO A TRIANGULAR BLAZED TREE ON RIGHT, TURN RIGHT
 QL0547'ON TRACK ROAD AND GO .1 MILE TO
 QL0547'FOOT OF TOBOGGAN SLIDE, PROCEED UP HILL TO TOP OF SLIDE AND STATION.
 QL0547'
 QL0547'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0612 ***********************************************************************
 RK0612  DESIGNATION -  BUCK HILL LOOKOUT TOWER
 RK0612  PID         -  RK0612
 RK0612  STATE/COUNTY-  MI/ALGER
 RK0612  COUNTRY     -  US
 RK0612  USGS QUAD   -  TRAPPERS LAKE (2017)
 RK0612
 RK0612                         *CURRENT SURVEY CONTROL
 RK0612  ______________________________________________________________________
 RK0612* NAD 83(1994) POSITION- 46 31 12.70432(N) 086 21 46.73192(W)   ADJUSTED
 RK0612  ______________________________________________________________________
 RK0612  GEOID HEIGHT    -        -35.468 (meters)                     GEOID18
 RK0612  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 RK0612  HORZ ORDER      -  THIRD
 RK0612
 RK0612.The horizontal coordinates were established by classical geodetic methods
 RK0612.and adjusted by the National Geodetic Survey in February 1997.
 RK0612
 RK0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0612.GEOID18 height accuracy estimate available here.
 RK0612
 RK0612.Click photographs - Photos may exist for this station.
 RK0612
 RK0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0612
 RK0612. The following values were computed from the NAD 83(1994) position.
 RK0612
 RK0612;                    North         East     Units Scale Factor Converg.
 RK0612;SPC MI N     -   193,239.346 8,048,876.250   MT  0.99991122   +0 27 37.6
 RK0612;SPC MI N     -   633,987.36 26,407,074.31   iFT  0.99991122   +0 27 37.6
 RK0612;UTM  16      - 5,152,044.535   548,861.511   MT  0.99962935   +0 27 44.1
 RK0612
 RK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4886152044(NAD 83)
 RK0612
 RK0612                          SUPERSEDED SURVEY CONTROL
 RK0612
 RK0612  NAD 83(1986)-  46 31 12.69925(N)    086 21 46.72906(W) AD(       ) 3
 RK0612  NAD 27      -  46 31 12.85049(N)    086 21 46.12849(W) AD(       ) 3
 RK0612
 RK0612.Superseded values are not recommended for survey control.
 RK0612
 RK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0612.See file dsdata.pdf to determine how the superseded data were derived.
 RK0612
 RK0612_MARKER: 57 = LOOKOUT TOWER
 RK0612_MARK LOGO: CGS
 RK0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0612+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RK0612
 RK0612  HISTORY     - Date     Condition        Report By
 RK0612  HISTORY     - 1965     FIRST OBSERVED   CGS
 RK0612  HISTORY     - 19960605 GOOD             MI-003
 RK0612  HISTORY     - 20040608 GOOD             GEOCAC
 RK0612
 RK0612                          STATION DESCRIPTION
 RK0612
 RK0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0612'STATION IS THE CENTER OF AN ENCLOSED OBSERVING CABIN WITH SILVER
 RK0612'SIDES AND GREEN ROOF, AT THE TOP OF A 4-LEG UNPAINTED STEEL TOWER.
 RK0612'THE HEIGHT FROM GROUND TO PEAK OF ROOF IS 85 FEET.
 RK0612'
 RK0612'STATION IS LOCATED ABOUT 5 MILES NE OF MELSTRAND, IN SECTION 31,
 RK0612'T48N, R16W.  IT IS 0.1 MILE WEST OF ALGER COUNTY ROAD 637, ON A
 RK0612'DIRT ROAD MARKED BUCK HILL TOWER.  STATION IS OWNED AND OPERATED
 RK0612'BY THE MICHIGAN CONSERVATION DEPARTMENT.
 RK0612
 RK0612                          STATION RECOVERY (1996)
 RK0612
 RK0612'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0612'STATION WAS RECOVERED AS DESCRIBED.  STATION IS THE CENTER OF AN
 RK0612'ENCLOSED OBSERVING CABIN WITH SILVER SIDES AND GREEN ROOF, AT THE TOP
 RK0612'OF A 4-LEG UNPAINTED STEEL TOWER.  THE HEIGHT FROM GROUND TO PEAK OF
 RK0612'ROOF IS 85 FEET.  (25.9 M) DESCRIPTION BY CGS, 1965. STATION WAS
 RK0612'RECOVERED AS DESCRIBED.
 RK0612
 RK0612                          STATION RECOVERY (2004)
 RK0612
 RK0612'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RK0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0652 ***********************************************************************
 RK0652  DESIGNATION -  BUCKHORN
 RK0652  PID         -  RK0652
 RK0652  STATE/COUNTY-  MI/ALGER
 RK0652  COUNTRY     -  US
 RK0652  USGS QUAD   -  TIE LAKE (2017)
 RK0652
 RK0652                         *CURRENT SURVEY CONTROL
 RK0652  ______________________________________________________________________
 RK0652* NAD 83(1994) POSITION- 46 09 49.87380(N) 086 41 27.17065(W)   ADJUSTED
 RK0652* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 RK0652  ______________________________________________________________________
 RK0652  GEOID HEIGHT    -        -35.126 (meters)                     GEOID18
 RK0652  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 RK0652  HORZ ORDER      -  SECOND
 RK0652
 RK0652.The horizontal coordinates were established by classical geodetic methods
 RK0652.and adjusted by the National Geodetic Survey in February 1997.
 RK0652
 RK0652.The orthometric height was scaled from a topographic map.
 RK0652
 RK0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0652.GEOID18 height accuracy estimate available here.
 RK0652
 RK0652.Click photographs - Photos may exist for this station.
 RK0652
 RK0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0652
 RK0652. The following values were computed from the NAD 83(1994) position.
 RK0652
 RK0652;                    North         East     Units Scale Factor Converg.
 RK0652;SPC MI N     -   153,483.028 8,023,872.291   MT  0.99990507   +0 13 24.3
 RK0652;SPC MI N     -   503,553.24 26,325,040.32   iFT  0.99990507   +0 13 24.3
 RK0652;UTM  16      - 5,112,299.476   523,865.063   MT  0.99960700   +0 13 22.7
 RK0652
 RK0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0652!SPC MI N     -   0.99996397  x   0.99990507  =   0.99986904
 RK0652!UTM  16      -   0.99996397  x   0.99960700  =   0.99957098
 RK0652
 RK0652:                Primary Azimuth Mark                     Grid Az
 RK0652:SPC MI N     -  TIE HILL LOOKOUT TOWER                   071 43 11.1
 RK0652:UTM  16      -  TIE HILL LOOKOUT TOWER                   071 43 12.7
 RK0652
 RK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2386512299(NAD 83)
 RK0652
 RK0652|---------------------------------------------------------------------|
 RK0652| PID    Reference Object                     Distance      Geod. Az  |
 RK0652|                                                           dddmmss.s |
 RK0652| RK0653 TIE HILL LOOKOUT TOWER              APPROX. 5.2 KM 0715635.4 |
 RK0652| CH1769 BUCKHORN RM 1                        18.453 METERS 17832     |
 RK0652| RK0651 BUCKHORN LOOKOUT TOWER 1955           4.929 METERS 18424     |
 RK0652| CH1768 BUCKHORN AZ MK                                     2321906.1 |
 RK0652| CH1770 BUCKHORN RM 2                        13.585 METERS 31243     |
 RK0652|---------------------------------------------------------------------|
 RK0652
 RK0652                          SUPERSEDED SURVEY CONTROL
 RK0652
 RK0652  NAD 83(1986)-  46 09 49.86964(N)    086 41 27.16631(W) AD(       ) 2
 RK0652  NAD 27      -  46 09 50.02300(N)    086 41 26.62500(W) AD(       ) 2
 RK0652
 RK0652.Superseded values are not recommended for survey control.
 RK0652
 RK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0652.See file dsdata.pdf to determine how the superseded data were derived.
 RK0652
 RK0652_MARKER: DS = TRIANGULATION STATION DISK
 RK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0652_STAMPING: BUCKHORN 1955
 RK0652_MARK LOGO: CGS
 RK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0652+STABILITY: SURFACE MOTION
 RK0652
 RK0652  HISTORY     - Date     Condition        Report By
 RK0652  HISTORY     - 1955     MONUMENTED       CGS
 RK0652  HISTORY     - 1970     GOOD             NGS
 RK0652
 RK0652                          STATION DESCRIPTION
 RK0652
 RK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0652'THE STATION IS ABOUT 17 MILES SOUTH OF MUNISING, 13.5 MILES
 RK0652'EAST-SOUTHEAST OF TRENARY AND 0.25 MILE NORTH OF THE DELTA-ALGER
 RK0652'COUNTY LINE.  THE MARK IS ON THE TOP OF A TIMBERED SAND HILL, NEAR
 RK0652'A U.S. FOREST SERVICE LOOKOUT TOWER, BUCKHORN, IN SECTION 33, T. 44
 RK0652'N., R. 19 W.
 RK0652'
 RK0652'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND FEDERAL FOREST
 RK0652'HIGHWAY 13 IN THE SMALL SETTLEMENT OF WETMORE, GO SOUTH ON FOREST
 RK0652'HIGHWAY 13 FOR 15.6 MILES TO A DIAGONAL CROSSROAD, COUNTY ROAD
 RK0652'DELTA 440, TURN SHARP RIGHT ON DELTA 440 AND GO 0.8 MILE TO A
 RK0652'Y-FORK, TURN LEFT AND GO 2.1 MILES TO A STEEP SIDE ROAD RIGHT AND
 RK0652'AN OLD GRAVEL PIT, (THE AZIMUTH MARK IS 0.2 MILE WEST OF THIS
 RK0652'POINT NEAR THE NORTHWEST CORNER OF A BRIDGE), TURN RIGHT AND
 RK0652'GO 0.2 MILE TO THE TOP OF A HILL AND THE STATION SITE.
 RK0652'
 RK0652'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN 1955 AND IT PROJECTS 6 INCHES.  THE MARK IS
 RK0652'12.6 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 RK0652'11.2 FEET NORTHWEST OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 4
 RK0652'FEET SOUTHWEST OF A WHITE WITNESS POST.
 RK0652'
 RK0652'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN NO 1 1955 AND IT PROJECTS 2 INCHES.  THE MARK
 RK0652'IS 9 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 6 FEET LOWER
 RK0652'THAN THE STATION MARK.
 RK0652'
 RK0652'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN NO 2 1955 AND IT PROJECTS 3 INCHES.  THE MARK
 RK0652'IS 12 FEET NORTH OF A BIRCH TREE WITH TWO SQUARE BLAZES AND IS 2
 RK0652'FEET LOWER THAN THE STATION MARK.
 RK0652'
 RK0652'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN 1955 AND IT PROJECTS 4 INCHES.  THE MARK IS
 RK0652'0.3 MILE SOUTHWEST OF THE STATION, 20 FEET NORTH OF THE CENTER OF A
 RK0652'GRAVEL ROAD, 17 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 RK0652'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 RK0652'
 RK0652'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0652
 RK0652                          STATION RECOVERY (1970)
 RK0652
 RK0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RK0652'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 RK0652'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
 RK0652'THERE WAS NOT OBJECT VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK
 RK0652'FROM NOR WAS THERE A PLACE TO SET A NEW MARK HAD THERE BEEN DUE TO
 RK0652'TREES AND BRUSH.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 RK0652'MARKS CHECKED.  THE LOOKOUT TOWER HAS BEEN TORN DOWN AND ALL THAT
 RK0652'IS LEFT IS THE CONCRETE FOOTINGS.  A NEW DESCRIPTION FOLLOWS--
 RK0652'
 RK0652'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF MUNISING, ABOUT 0.25
 RK0652'MILE NORTH OF THE ALGER-DELTA COUNTY LINE, ON THE TOP OF A TIMBERED
 RK0652'SAND HILL, IN THE SECTION 33, T-44-N, R-19-W, AT THE SITE OF THE
 RK0652'BUCKHORN LOOKOUT TOWER, 18 FEET SOUTHEAST OF A 12 INCH PINE TREE,
 RK0652'1 FOOT WEST OF A METAL WITNESS POST, 12 FEET NORTHEAST OF THE
 RK0652'NORTHWEST FOOTING OF LOOKOUT TOWER, 11 FEET NORTHWEST OF THE
 RK0652'NORTHEAST FOOTING OF THE TOWER AND 80 FEET NORTHEAST OF THE
 RK0652'CENTERLINE OF WOODS ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 RK0652'DISK IS STAMPED BUCKHORN 1955.
 RK0652'
 RK0652'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 RK0652'FEDERAL FOREST HIGHWAY 13 AT THE NORTHEAST EDGE OF WETMORE, GO SOUTH
 RK0652'ON HIGHWAY 13 FOR 16.3 MILES TO THE JUNCTION OF COUNTY ROAD
 RK0652'440.  TURN RIGHT AND GO WESTERLY ON ROAD 440 FOR 0.8 MILE TO A
 RK0652'SIDE ROAD RIGHT.  CONTINUE WESTERLY ON THE ROAD FOR 2.1 MILES TO A
 RK0652'SMALL ABANDONED GRAVEL PIT ON THE RIGHT AND A WOODS ROAD.  TURN
 RK0652'RIGHT AND GO NORTHERLY ON THE WOODS ROAD FOR 0.2 MILE TO THE TOP OF
 RK0652'HILL AND THE STATION ON THE RIGHT.
 RK0652'
 RK0652'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 RK0652'9 FEET SOUTHWEST OF THE CENTERLINE OF OLD ROAD TO TOWER, 19 FEET
 RK0652'EAST OF A 14 INCH PINE TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 RK0652'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RK0652'BUCKHORN NO 1 1955.
 RK0652'
 RK0652'REFERENCE MARK 2 IS 26 FEET NORTH OF THE 12 INCH PINE TREE, 1 FOOT
 RK0652'SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET LOWER IN ELEVATION THAN
 RK0652'THE STATION MARK AND ON THE NORTHWEST SLOPE OF THE HILL.  THE
 RK0652'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUCKHORN NO 2 1955.
 RK0652'
 RK0652'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RK0652'
 RK0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 RK0652'SOUTHEAST OF TRENARY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0651 ***********************************************************************
 RK0651  DESIGNATION -  BUCKHORN LOOKOUT TOWER 1955
 RK0651  PID         -  RK0651
 RK0651  STATE/COUNTY-  MI/ALGER
 RK0651  COUNTRY     -  US
 RK0651  USGS QUAD   -  TIE LAKE (2017)
 RK0651
 RK0651                         *CURRENT SURVEY CONTROL
 RK0651  ______________________________________________________________________
 RK0651* NAD 83(1994) POSITION- 46 09 49.71463(N) 086 41 27.18826(W)   ADJUSTED
 RK0651* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 RK0651  ______________________________________________________________________
 RK0651  GEOID HEIGHT    -        -35.126 (meters)                     GEOID18
 RK0651  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 RK0651  HORZ ORDER      -  THIRD
 RK0651
 RK0651.The horizontal coordinates were established by classical geodetic methods
 RK0651.and adjusted by the National Geodetic Survey in February 1997.
 RK0651
 RK0651.The orthometric height was scaled from a topographic map.
 RK0651
 RK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0651.GEOID18 height accuracy estimate available here.
 RK0651
 RK0651.Click photographs - Photos may exist for this station.
 RK0651
 RK0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0651
 RK0651. The following values were computed from the NAD 83(1994) position.
 RK0651
 RK0651;                    North         East     Units Scale Factor Converg.
 RK0651;SPC MI N     -   153,478.113 8,023,871.932   MT  0.99990507   +0 13 24.3
 RK0651;SPC MI N     -   503,537.12 26,325,039.15   iFT  0.99990507   +0 13 24.3
 RK0651;UTM  16      - 5,112,294.562   523,864.705   MT  0.99960700   +0 13 22.7
 RK0651
 RK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0651!SPC MI N     -   0.99996397  x   0.99990507  =   0.99986904
 RK0651!UTM  16      -   0.99996397  x   0.99960700  =   0.99957098
 RK0651
 RK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2386412294(NAD 83)
 RK0651
 RK0651                          SUPERSEDED SURVEY CONTROL
 RK0651
 RK0651  NAD 83(1986)-  46 09 49.71047(N)    086 41 27.18392(W) AD(       ) 3
 RK0651  NAD 27      -  46 09 49.86000(N)    086 41 26.64000(W) AD(       ) 3
 RK0651
 RK0651.Superseded values are not recommended for survey control.
 RK0651
 RK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0651.See file dsdata.pdf to determine how the superseded data were derived.
 RK0651
 RK0651_MARKER: 57 = LOOKOUT TOWER
 RK0651
 RK0651  HISTORY     - Date     Condition        Report By
 RK0651  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0651
 RK0651                          STATION DESCRIPTION
 RK0651
 RK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0651'THE STATION IS THE CENTER OF THE LOOKOUT TOWER WHICH IS A FOUR
 RK0651'LEGGED SKELETON STRUCTURE WITH AN ENCLOSED METAL CABIN ON THE TOP.
 RK0651'IT IS IN SECTION 33, T. 44 N., R. 19 W., APPROXIMATELY 17 MILES
 RK0651'SOUTH OF MUNISING, 13.5 MILES EAST-SOUTHEAST OF TRENARY AND 0.25
 RK0651'MILE NORTH OF THE DELTA-ALGER COUNTY LINE.
 RK0651'
 RK0651'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE
 RK0651'LOOKOUT TOWER FROM TRIANGULATION STATION BUCKHORN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME3328 ***********************************************************************
 ME3328  DESIGNATION -  BUFF
 ME3328  PID         -  ME3328
 ME3328  STATE/COUNTY-  MI/BERRIEN
 ME3328  COUNTRY     -  US
 ME3328  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME3328
 ME3328                         *CURRENT SURVEY CONTROL
 ME3328  ______________________________________________________________________
 ME3328* NAD 83(2007) POSITION- 41 50 23.81800(N) 086 39 07.57697(W)   ADJUSTED
 ME3328* NAD 83(2007) ELLIP HT-   170.753 (meters)        (02/10/07)   ADJUSTED
 ME3328* NAD 83(2007) EPOCH   -  2002.00
 ME3328* NAVD 88 ORTHO HEIGHT -   204.7   (meters)      672.    (feet) GPS OBS
 ME3328  ______________________________________________________________________
 ME3328  NAVD 88 orthometric height was determined with geoid model    GEOID90
 ME3328  GEOID HEIGHT    -        -34.000 (meters)                     GEOID90
 ME3328  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 ME3328  NAD 83(2007) X  -    277,918.874 (meters)                     COMP
 ME3328  NAD 83(2007) Y  - -4,750,880.950 (meters)                     COMP
 ME3328  NAD 83(2007) Z  -  4,232,490.186 (meters)                     COMP
 ME3328  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 ME3328
 ME3328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3328  Standards:
 ME3328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3328  -------------------------------------------------------------------
 ME3328  NETWORK   20.03  19.82           4.51   9.90  10.11     -0.09592036
 ME3328  -------------------------------------------------------------------
 ME3328  Click here for local accuracies and other accuracy information.
 ME3328
 ME3328.The horizontal coordinates were established by GPS observations
 ME3328.and adjusted by the National Geodetic Survey in February 2007.
 ME3328
 ME3328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 ME3328.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 ME3328
 ME3328.The horizontal coordinates are valid at the epoch date displayed above
 ME3328.which is a decimal equivalence of Year/Month/Day.
 ME3328
 ME3328.The orthometric height was determined by GPS observations and a
 ME3328.high-resolution geoid model.
 ME3328
 ME3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3328.GEOID18 height accuracy estimate available here.
 ME3328
 ME3328.Click photographs - Photos may exist for this station.
 ME3328
 ME3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3328
 ME3328.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3328
 ME3328.The ellipsoidal height was determined by GPS observations
 ME3328.and is referenced to NAD 83.
 ME3328
 ME3328. The following values were computed from the NAD 83(2007) position.
 ME3328
 ME3328;                    North         East     Units Scale Factor Converg.
 ME3328;SPC MI S     -    40,338.502 3,810,185.677   MT  1.00007169   -1 33 19.1
 ME3328;SPC MI S     -   132,344.17 12,500,609.18   iFT  1.00007169   -1 33 19.1
 ME3328;UTM  16      - 4,632,064.738   528,883.966   MT  0.99961027   +0 13 55.4
 ME3328
 ME3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3328!SPC MI S     -   0.99997322  x   1.00007169  =   1.00004491
 ME3328!UTM  16      -   0.99997322  x   0.99961027  =   0.99958350
 ME3328
 ME3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2888332064(NAD 83)
 ME3328
 ME3328                          SUPERSEDED SURVEY CONTROL
 ME3328
 ME3328  ELLIP H (07/17/02)  170.851  (m)                       GP(       ) 4 1
 ME3328  NAD 83(1994)-  41 50 23.82191(N)    086 39 07.58323(W) AD(       ) 2
 ME3328  ELLIP H (02/03/97)  170.978  (m)                       GP(       ) 4 1
 ME3328  NAD 83(1986)-  41 50 23.82066(N)    086 39 07.58417(W) AD(       ) 2
 ME3328
 ME3328.Superseded values are not recommended for survey control.
 ME3328
 ME3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3328.See file dsdata.pdf to determine how the superseded data were derived.
 ME3328
 ME3328_MARKER: DD = SURVEY DISK
 ME3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3328_STAMPING: BUFF 1991
 ME3328_MARK LOGO: NOS
 ME3328_PROJECTION: FLUSH
 ME3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3328+STABILITY: SURFACE MOTION
 ME3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3328+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 ME3328
 ME3328  HISTORY     - Date     Condition        Report By
 ME3328  HISTORY     - 1991     MONUMENTED       NOS
 ME3328  HISTORY     - 20020425 GOOD             INDIV
 ME3328  HISTORY     - 20200116 MARK NOT FOUND   MIDT
 ME3328
 ME3328                          STATION DESCRIPTION
 ME3328
 ME3328'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3328'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF NEW
 ME3328'BUFFALO, 1.3 MILES NORTHEAST OF UNION PIER, AND 7.6 MILES SOUTHWEST
 ME3328'OF BRIDGEMAN IN THE STATE RIGHT OF WAY JUST SOUTH OF EAST BOUND HWY
 ME3328'94.
 ME3328'TO REACH THE STATION FROM THE INTERSECTION OF HWY 94 (EAST) AND WARREN
 ME3328'WOODS RD APPROXIMATELY 3.7 MI (5.95 KM) NE OF NEW BUFFALO, TAKE HWY
 ME3328'94 (EAST) FOR 0.1 MILE TO THE STATION ON LEFT AS DESCRIBED.
 ME3328'THE STATION IS A STANDARD NOS BRONZE DISK STAMPED BUFF 1991 SET IN A
 ME3328'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND. IT IS 0.05 MILE
 ME3328'NORTHEAST OF THE EASTERLY ABUTMENT OF THE WARREN WOODS RD OVERPASS,
 ME3328'22.43 M (73.59 FT) SOUTH OF A METAL POST AND WITNESS POST, 16.60 M
 ME3328'(54.46 FT) NORTHWEST OF A RIGHT OF WAY FENCELINE AND 9.25 M
 ME3328'(30.35 FT)  SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY (EAST 94).
 ME3328'DESCRIBED BY ALG.
 ME3328
 ME3328                          STATION RECOVERY (2002)
 ME3328
 ME3328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 ME3328'RECOVERED IN GOOD CONDITION.
 ME3328
 ME3328                          STATION RECOVERY (2020)
 ME3328
 ME3328'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (ES)
 ME3328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0607 ***********************************************************************
 OL0607  DESIGNATION -  BUFFUM
 OL0607  PID         -  OL0607
 OL0607  STATE/COUNTY-  MI/MASON
 OL0607  COUNTRY     -  US
 OL0607  USGS QUAD   -  PENTWATER (2017)
 OL0607
 OL0607                         *CURRENT SURVEY CONTROL
 OL0607  ______________________________________________________________________
 OL0607* NAD 83(2011) POSITION- 43 51 46.07055(N) 086 24 40.71655(W)   ADJUSTED
 OL0607* NAD 83(2011) ELLIP HT-   185.959 (meters)        (06/27/12)   ADJUSTED
 OL0607* NAD 83(2011) EPOCH   -  2010.00
 OL0607* NAVD 88 ORTHO HEIGHT -   221.4   (meters)      726.    (feet) GPS OBS
 OL0607  ______________________________________________________________________
 OL0607  NAVD 88 orthometric height was determined with geoid model    GEOID90
 OL0607  GEOID HEIGHT    -        -34.700 (meters)                     GEOID90
 OL0607  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 OL0607  NAD 83(2011) X  -    288,317.415 (meters)                     COMP
 OL0607  NAD 83(2011) Y  - -4,597,154.901 (meters)                     COMP
 OL0607  NAD 83(2011) Z  -  4,397,241.676 (meters)                     COMP
 OL0607  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 OL0607
 OL0607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0607  Standards:
 OL0607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0607  -------------------------------------------------------------------
 OL0607  NETWORK   62.91  68.68          17.96  30.10  35.04     -0.17404348
 OL0607  -------------------------------------------------------------------
 OL0607  Click here for local accuracies and other accuracy information.
 OL0607
 OL0607.The horizontal coordinates were established by GPS observations
 OL0607.and adjusted by the National Geodetic Survey in June 2012.
 OL0607
 OL0607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0607.been affixed to the stable North American tectonic plate. See 
 OL0607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0607
 OL0607.The horizontal coordinates are valid at the epoch date displayed above
 OL0607.which is a decimal equivalence of Year/Month/Day.
 OL0607
 OL0607.The orthometric height was determined by GPS observations and a
 OL0607.high-resolution geoid model.
 OL0607
 OL0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0607.GEOID18 height accuracy estimate available here.
 OL0607
 OL0607.Click photographs - Photos may exist for this station.
 OL0607
 OL0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0607
 OL0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0607
 OL0607.The ellipsoidal height was determined by GPS observations
 OL0607.and is referenced to NAD 83.
 OL0607
 OL0607. The following values were computed from the NAD 83(2011) position.
 OL0607
 OL0607;                    North         East     Units Scale Factor Converg.
 OL0607;SPC MI C     -    62,760.965 5,835,632.298   MT  1.00008884   -1 26 39.7
 OL0607;SPC MI C     -   205,908.68 19,145,775.26   iFT  1.00008884   -1 26 39.7
 OL0607;SPC MI S     -   264,466.570 3,835,636.976   MT  1.00005276   -1 23 29.2
 OL0607;SPC MI S     -   867,672.47 12,584,110.81   iFT  1.00005276   -1 23 29.2
 OL0607;UTM  16      - 4,856,802.635   547,306.347   MT  0.99962752   +0 24 28.6
 OL0607
 OL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0607!SPC MI C     -   0.99997084  x   1.00008884  =   1.00005968
 OL0607!SPC MI S     -   0.99997084  x   1.00005276  =   1.00002360
 OL0607!UTM  16      -   0.99997084  x   0.99962752  =   0.99959837
 OL0607
 OL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4730656802(NAD 83)
 OL0607
 OL0607                          SUPERSEDED SURVEY CONTROL
 OL0607
 OL0607  NAD 83(2007)-  43 51 46.06910(N)    086 24 40.73620(W) AD(2002.00) 0
 OL0607  ELLIP H (02/10/07)  186.051  (m)                       GP(2002.00)    
 OL0607  ELLIP H (07/17/02)  186.216  (m)                       GP(       ) 4 1
 OL0607  NAD 83(1994)-  43 51 46.07130(N)    086 24 40.72673(W) AD(       ) 2
 OL0607  ELLIP H (02/03/97)  186.338  (m)                       GP(       ) 4 1
 OL0607  NAD 83(1986)-  43 51 46.07557(N)    086 24 40.73683(W) AD(       ) 2
 OL0607
 OL0607.Superseded values are not recommended for survey control.
 OL0607
 OL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0607.See file dsdata.pdf to determine how the superseded data were derived.
 OL0607
 OL0607_MARKER: DD = SURVEY DISK
 OL0607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0607_STAMPING: BUFFUM GPS 1991
 OL0607_MARK LOGO: NOS
 OL0607_PROJECTION: RECESSED 3 CENTIMETERS
 OL0607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0607+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 OL0607
 OL0607  HISTORY     - Date     Condition        Report By
 OL0607  HISTORY     - 1991     MONUMENTED       NOS
 OL0607  HISTORY     - 20031010 GOOD             USPSQD
 OL0607  HISTORY     - 20121105 GOOD             MCA
 OL0607  HISTORY     - 20161004 GOOD             GOUFRA
 OL0607  HISTORY     - 20250717 GOOD             MIDT
 OL0607
 OL0607                          STATION DESCRIPTION
 OL0607
 OL0607'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0607'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BASS LAKE AND ABOUT 1.2
 OL0607'MILES EAST OF EAST SHORE OF LAKE MICHIGAN, ON THE FIRST KNOLL WEST OF
 OL0607'A FARMHOUSE.
 OL0607'TO REACH FROM INTERSECTION OF US HWY 31, OLD HWY 31, OCEANA, AND
 OL0607'PENTWATER ABOUT 3.5 MI (5.63 KM) NE OF PENTATER, GO NORTH ON OLD HWY
 OL0607'31 3.15 MILES TO INTERSECTION OF MEISENHEIMER RD, TURN LEFT AND GO
 OL0607'WEST ON MEISENHEIMER RD 0.6 MILE TO STATION ON LEFT ON KNOLL.
 OL0607'STATION IS MARKED BY A STANDARD NOS ALUMINUM DISK STAMPED BUFFUM GPS
 OL0607'1991 ATTACHED TO A FOUR FOOT ALUMINUM ROD THAT IS SURROUNDED BY A
 OL0607'MASS OF CONCRETE AND IS FLUSH.  IT IS 55.3 M (181.43 FT)
 OL0607'EAST-SOUTHEAST OF GREEN BOX FOR UNDERGROUND CABLE, 8.75 M (28.71 FT)
 OL0607'SOUTH OF CENTERLINE OF MEISENHEIMER RD ON KNOLL, 4.7 M (15.42 FT)
 OL0607'NORTHEAST OF APPLE TREE STUMP, AND 4.5 M (14.76 FT) NORTHWEST OF APPLE
 OL0607'TREE STUMP.
 OL0607'DESCRIBED BY LPH.
 OL0607
 OL0607                          STATION RECOVERY (2003)
 OL0607
 OL0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (HS)
 OL0607'THERE IS NO LONGER AN APPLE TREE STUMP BUT A NEW ORCHARD.
 OL0607'172 FEET EAST-SOUTHEAST OF GREEN BOX FOR UNDERGROUND CABLE.
 OL0607
 OL0607                          STATION RECOVERY (2012)
 OL0607
 OL0607'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2012 (CCM)
 OL0607'SET CARSONITE MARKER POST 1.00' SOUTH OF MARK
 OL0607
 OL0607                          STATION RECOVERY (2016)
 OL0607
 OL0607'RECOVERY NOTE BY GOURDIE FRASER INC. 2016 (TM)
 OL0607'CAUTION- MARK WAS RECOVERED AS DESCRIBED, PUBLISHED COORDINATES ARE
 OL0607'DOUBTFUL.
 OL0607
 OL0607                          STATION RECOVERY (2025)
 OL0607
 OL0607'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OL0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0178 ***********************************************************************
 SG0178  DESIGNATION -  BUMBLETOWN
 SG0178  PID         -  SG0178
 SG0178  STATE/COUNTY-  MI/HOUGHTON
 SG0178  COUNTRY     -  US
 SG0178  USGS QUAD   -  AHMEEK (2017)
 SG0178
 SG0178                         *CURRENT SURVEY CONTROL
 SG0178  ______________________________________________________________________
 SG0178* NAD 83(1994) POSITION- 47 16 48.14714(N) 088 25 41.44219(W)   ADJUSTED
 SG0178* NAVD 88 ORTHO HEIGHT -   377.    (meters)     1237.    (feet) SCALED
 SG0178  ______________________________________________________________________
 SG0178  GEOID HEIGHT    -        -34.210 (meters)                     GEOID18
 SG0178  LAPLACE CORR    -        -14.72  (seconds)                    DEFLEC18
 SG0178  HORZ ORDER      -  THIRD
 SG0178
 SG0178.The horizontal coordinates were established by classical geodetic methods
 SG0178.and adjusted by the National Geodetic Survey in February 1997.
 SG0178
 SG0178.The orthometric height was scaled from a topographic map.
 SG0178
 SG0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0178.GEOID18 height accuracy estimate available here.
 SG0178
 SG0178.Click photographs - Photos may exist for this station.
 SG0178
 SG0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0178
 SG0178. The following values were computed from the NAD 83(1994) position.
 SG0178
 SG0178;                    North         East     Units Scale Factor Converg.
 SG0178;SPC MI N     -   278,484.790 7,891,947.327   MT  1.00005400   -1 01 56.2
 SG0178;SPC MI N     -   913,664.01 25,892,215.64   iFT  1.00005400   -1 01 56.2
 SG0178;UTM  16      - 5,237,273.875   391,991.412   MT  0.99974337   -1 02 57.7
 SG0178
 SG0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0178!SPC MI N     -   0.99994627  x   1.00005400  =   1.00000027
 SG0178!UTM  16      -   0.99994627  x   0.99974337  =   0.99968966
 SG0178
 SG0178:                Primary Azimuth Mark                     Grid Az
 SG0178:SPC MI N     -  CALUMET FIRE TOWER                       158 15 00.7
 SG0178:UTM  16      -  CALUMET FIRE TOWER                       158 16 02.2
 SG0178
 SG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9199137273(NAD 83)
 SG0178
 SG0178|---------------------------------------------------------------------|
 SG0178| PID    Reference Object                     Distance      Geod. Az  |
 SG0178|                                                           dddmmss.s |
 SG0178| SG0183 CALUMET FIRE TOWER                  APPROX. 3.5 KM 1571304.5 |
 SG0178| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 4.2 KM 1991233.2 |
 SG0178|---------------------------------------------------------------------|
 SG0178
 SG0178                          SUPERSEDED SURVEY CONTROL
 SG0178
 SG0178  NAD 83(1986)-  47 16 48.14202(N)    088 25 41.41454(W) AD(       ) 3
 SG0178  NAD 27      -  47 16 48.40000(N)    088 25 40.98000(W) AD(       ) 3
 SG0178
 SG0178.Superseded values are not recommended for survey control.
 SG0178
 SG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0178.See file dsdata.pdf to determine how the superseded data were derived.
 SG0178
 SG0178_MARKER: DD = SURVEY DISK
 SG0178_SETTING: 66 = SET IN ROCK OUTCROP
 SG0178_MARK LOGO: CGS+SS
 SG0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0178+STABILITY: POSITION/ELEVATION WELL
 SG0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0178+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 SG0178
 SG0178  HISTORY     - Date     Condition        Report By
 SG0178  HISTORY     - 1934     MONUMENTED       MIGS
 SG0178  HISTORY     - 20010823 GOOD             MIDT
 SG0178
 SG0178                          STATION DESCRIPTION
 SG0178
 SG0178'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0178'ON BUMBLETOWN HILL IN SEC. 1, T. 56 N., R. 33 W., ON THE
 SG0178'HIGHEST POINT AT THE NORTHEAST END OF A PROMINENT RIDGE.
 SG0178'
 SG0178'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0178'HARBOR TO ALLOUEZ LOCATION, TURN WEST AT ALLOUEZ AT THE
 SG0178'HOUGHTON-KEWEENAW COUNTY LINE AND DRIVE 0.6 MILE TO WHERE A
 SG0178'ROAD LEADING SOUTHWEST LEAVES THE MAIN ROAD, FOLLOW THIS
 SG0178'BRANCH ROAD, KEEPING TO THE RIGHT, FOR 0.9 MILE TO A POINT
 SG0178'ABREAST THE NORTHEAST END OF A PROMINENT RIDGE, WHICH EXTENDS
 SG0178'SOUTHWEST-NORTHEAST ON THE WESTERLY SIDE OF THE ROAD.  PARK
 SG0178'CAR AND WALK 75 PACES NORTHWEST TO THE STATION.
 SG0178'
 SG0178'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0178'DISK SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0178'
 SG0178'EITHER THE CENTER OF THE CAB AT CALUMET FIRE TOWER OR THE
 SG0178'LARGE STACK AT THE SUPERIOR BOILER HOUSE (C AND H CO.) IN
 SG0178'CALUMET MAY BE USED AS AZIMUTH MARK FOR THIS STATION.
 SG0178
 SG0178                          STATION RECOVERY (2001)
 SG0178
 SG0178'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0178'NOTE--THE BRANCH ROAD IS BIRCH STREET, LAST 0.6 MI IS VERY ROUGH TWO
 SG0178'TRACK RD.  SOMEONE ATTEMPTED TO REMOVE THE DISK BY DRIVING A LARGE
 SG0178'SPIKE UNDER IT, IT IS BENT UPWARDS BUT OTHERWISE SECURE.  AT THE
 SG0178'EXTREME NE EDGE OF THE ROCK OUTCROP, NO CLEAR VISION IN ANY DIRECTION
 SG0178'DUE TO TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0593 ***********************************************************************
 OK0593  DESIGNATION -  BUNDY
 OK0593  PID         -  OK0593
 OK0593  STATE/COUNTY-  MI/ISABELLA
 OK0593  COUNTRY     -  US
 OK0593  USGS QUAD   -  BLANCHARD (2017)
 OK0593
 OK0593                         *CURRENT SURVEY CONTROL
 OK0593  ______________________________________________________________________
 OK0593* NAD 83(1994) POSITION- 43 37 03.81037(N) 085 02 59.92358(W)   ADJUSTED
 OK0593* NAVD 88 ORTHO HEIGHT -   389.    (meters)     1276.    (feet) SCALED
 OK0593  ______________________________________________________________________
 OK0593  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 OK0593  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 OK0593  HORZ ORDER      -  FIRST
 OK0593
 OK0593.The horizontal coordinates were established by classical geodetic methods
 OK0593.and adjusted by the National Geodetic Survey in February 1997.
 OK0593
 OK0593.The orthometric height was scaled from a topographic map.
 OK0593
 OK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0593.GEOID18 height accuracy estimate available here.
 OK0593
 OK0593.Click photographs - Photos may exist for this station.
 OK0593
 OK0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0593
 OK0593. The following values were computed from the NAD 83(1994) position.
 OK0593
 OK0593;                    North         East     Units Scale Factor Converg.
 OK0593;SPC MI S     -   235,464.689 3,944,844.708   MT  0.99998868   -0 27 54.0
 OK0593;SPC MI S     -   772,521.95 12,942,403.90   iFT  0.99998868   -0 27 54.0
 OK0593;UTM  16      - 4,831,263.280   657,343.036   MT  0.99990452   +1 20 43.7
 OK0593
 OK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0593!SPC MI S     -   0.99994417  x   0.99998868  =   0.99993285
 OK0593!UTM  16      -   0.99994417  x   0.99990452  =   0.99984869
 OK0593
 OK0593:                Primary Azimuth Mark                     Grid Az
 OK0593:SPC MI S     -  BUNDY AZ MK                              170 32 16.8
 OK0593:UTM  16      -  BUNDY AZ MK                              168 43 39.1
 OK0593
 OK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5734331263(NAD 83)
 OK0593
 OK0593|---------------------------------------------------------------------|
 OK0593| PID    Reference Object                     Distance      Geod. Az  |
 OK0593|                                                           dddmmss.s |
 OK0593| CH0852 BUNDY RM 1                                         02112     |
 OK0593| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.22.0 KM 0910654.3 |
 OK0593| CH0851 BUNDY AZ MK                                        1700422.8 |
 OK0593| CH0853 BUNDY RM 2                           37.881 METERS 26359     |
 OK0593| OK0595 MECOSTA LOOKOUT TOWER               APPROX.26.2 KM 2812811.9 |
 OK0593|---------------------------------------------------------------------|
 OK0593
 OK0593                          SUPERSEDED SURVEY CONTROL
 OK0593
 OK0593  NAD 83(1986)-  43 37 03.80686(N)    085 02 59.93474(W) AD(       ) 1
 OK0593  NAD 27      -  43 37 03.69497(N)    085 02 59.84472(W) AD(       ) 1
 OK0593
 OK0593.Superseded values are not recommended for survey control.
 OK0593
 OK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0593.See file dsdata.pdf to determine how the superseded data were derived.
 OK0593
 OK0593_MARKER: DS = TRIANGULATION STATION DISK
 OK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0593_STAMPING: BUNDY 1932
 OK0593_MARK LOGO: CGS
 OK0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0593+STABILITY: SURFACE MOTION
 OK0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0593+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0593
 OK0593  HISTORY     - Date     Condition        Report By
 OK0593  HISTORY     - 1932     MONUMENTED       CGS
 OK0593  HISTORY     - 1980     GOOD             MIDH
 OK0593  HISTORY     - 19930821 GOOD             USPSQD
 OK0593  HISTORY     - 20010626 GOOD             USPSQD
 OK0593
 OK0593                          STATION DESCRIPTION
 OK0593
 OK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0593'ABOUT 15 MILES WEST OF MOUNT PLEASANT, 5 MILES NORTHEAST OF REMUS, IN
 OK0593'NE 1/4 SEC. 8, T. 14 N., R. 6 W., BLOOMFIELD TOWNSHIP, ON HIGH
 OK0593'PROMINENT HILL KNOWN AS BUNDY HILL, ON LAND OWNED BY FRANK METCALF WHO
 OK0593'LIVES AT NORTHWEST CORNER OF SECTION 8, ABOUT 25 YARDS NORTH OF
 OK0593'EAST-AND-WEST WIRE FENCE, AND 6 PACES FROM A LARGE PINE STUMP WITH
 OK0593'SEVERAL NAMES CARVED ON IT.
 OK0593'
 OK0593'TO REACH FROM MOUNT PLEASANT, GO WEST 14.7 MILES ON ROUTE M-20 TO DIRT
 OK0593'ROAD LEADING NORTH AT POINT 6.1 MILES WEST OF SECOND CROSSING OF
 OK0593'CHIPPEWA RIVER, GO NORTH 1.2 MILES ON DIRT ROAD TO GEORGE WHITNEYS
 OK0593'HOUSE ON EAST SIDE OF ROAD JUST NORTH OF RAILROAD CROSSING, TURN IN
 OK0593'EAST PAST HOUSE, PASS THROUGH BARS SOUTH OF HOUSE, FOLLOW TRACES OF
 OK0593'OLD WOODS ROADS AND RAILROAD GRADE NORTHEAST 1.05 MILES ACROSS STUMPY
 OK0593'PASTURE TO SADDLE AT HEAD OF VALLEY WHERE GROUND SLOPES DOWN STEEPLY
 OK0593'TO EAST, AND PROCEED NORTHEAST 75 YARDS (OVER FENCE) TO STATION SITE.
 OK0593'
 OK0593'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0593'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.  REFERENCE
 OK0593'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OK0593'
 OK0593'NO. 1 PROJECTS 2 INCHES, AND IS 123.69 FEET (SLOPE) FROM STATION IN
 OK0593'AZIMUTH 201 DEG 12 MIN.
 OK0593'
 OK0593'NO. 2 PROJECTS 2 INCHES, AND IS 124.28 FEET (SLOPE) FROM STATION IN
 OK0593'AZIMUTH 83 DEG 59 MIN.
 OK0593'
 OK0593'AZIMUTH MARK PROJECTS 4 INCHES, IS 20 FEET EAST OF CENTER LINE OF
 OK0593'NORTH-AND-SOUTH GRAVEL ROAD, ABOUT 120 FEET WEST OF BARN, ABOUT 75
 OK0593'YARDS NORTH OF HOUSE, ABOUT 0.3 MILE SOUTH OF A RAILROAD CROSSING, IN
 OK0593'NORTH-AND-SOUTH FENCE LINE, AND APPROXIMATELY 1.0 MILE FROM STATION IN
 OK0593'AZIMUTH 350 DEG 04 MIN 23 SEC.
 OK0593'
 OK0593'TO REACH AZIMUTH MARK, TURN NORTH ONTO GRAVEL ROAD WHICH IS 13.7 MILES
 OK0593'ALONG ROUTE M-20 FROM MOUNT PLEASANT, AND GO NORTH 0.7 MILE TO MARK
 OK0593'OPPOSITE BARN.  AZIMUTH FROM STATION TO MECOSTA FIRE LOOKOUT TOWER IS
 OK0593'101 DEG 28 MIN 12 SEC, AND TO MOUNT PLEASANT, ISABELLA SUGAR CO.,
 OK0593'CENTER OF TALLEST STACK, 271 DEG 06 MIN 52 SEC.
 OK0593
 OK0593                          STATION RECOVERY (1980)
 OK0593
 OK0593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0593'THE STATION ,RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 OK0593'
 OK0593'THE AZIMUTH MARK LISTED WAS NOT FOUND AND WAS APPARENTLY DESTROYED BY
 OK0593'FARMING.
 OK0593'
 OK0593'THE RAILROAD CROSSING LISTED IS NOW GONE.  THE HOUSE LISTED IS NOW
 OK0593'GONE AND A MOBILE HOME NOW OCCUPIES THE SITE.  THE DIRT ROAD LEADING
 OK0593'NORTH IS SHERMAN ROAD.
 OK0593
 OK0593                          STATION RECOVERY (1993)
 OK0593
 OK0593'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 OK0593'RECOVERED IN GOOD CONDITION.  THE STATION, REFERENCE MARKS 1 AND 2
 OK0593'WERE FOUND IN GOOD CONDITION. THE AZIMUTH WAS FOUND AND IS 7 MILES
 OK0593'(11.3 KM) NORTH ON WYMAN ROAD FROM STATE HIGHWAY M-20.  IT WAS FOUND
 OK0593'TILTING ABOUT 45 DEGREES TO THE EAST BUT STILL VERY TIGHT IN THE
 OK0593'GROUND. RECOVERY BY DELBER N. MILLER, SAGINAW BAY POWER SQUADRON.
 OK0593
 OK0593                          STATION RECOVERY (2001)
 OK0593
 OK0593'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0593'STATION, REFERENCE MARKS 1, AND  2 WERE FOUND IN GOOD CONDITON.
 OK0593'AZIMUTH MARK WAS SEARCHED FOR BUNT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0594 ***********************************************************************
 PL0594  DESIGNATION -  BURD
 PL0594  PID         -  PL0594
 PL0594  STATE/COUNTY-  MI/LEELANAU
 PL0594  COUNTRY     -  US
 PL0594  USGS QUAD   -  BURDICKVILLE (2017)
 PL0594
 PL0594                         *CURRENT SURVEY CONTROL
 PL0594  ______________________________________________________________________
 PL0594* NAD 83(2011) POSITION- 44 50 37.94039(N) 085 57 53.85120(W)   ADJUSTED
 PL0594* NAD 83(2011) ELLIP HT-   150.825 (meters)        (06/27/12)   ADJUSTED
 PL0594* NAD 83(2011) EPOCH   -  2010.00
 PL0594* NAVD 88 ORTHO HEIGHT -   186.6   (meters)      612.    (feet) VERTCON3
 PL0594  ______________________________________________________________________
 PL0594  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 PL0594  NAD 83(2011) X  -    318,756.970 (meters)                     COMP
 PL0594  NAD 83(2011) Y  - -4,518,720.917 (meters)                     COMP
 PL0594  NAD 83(2011) Z  -  4,475,169.405 (meters)                     COMP
 PL0594  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 PL0594
 PL0594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0594  Standards:
 PL0594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0594  -------------------------------------------------------------------
 PL0594  NETWORK    2.84   4.80           1.30   0.96   2.45     -0.19558488
 PL0594  -------------------------------------------------------------------
 PL0594  Click here for local accuracies and other accuracy information.
 PL0594
 PL0594.The horizontal coordinates were established by GPS observations
 PL0594.and adjusted by the National Geodetic Survey in June 2012.
 PL0594
 PL0594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0594.been affixed to the stable North American tectonic plate. See 
 PL0594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0594
 PL0594.The horizontal coordinates are valid at the epoch date displayed above
 PL0594.which is a decimal equivalence of Year/Month/Day.
 PL0594
 PL0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0594
 PL0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0594.GEOID18 height accuracy estimate available here.
 PL0594
 PL0594.Click photographs - Photos may exist for this station.
 PL0594
 PL0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0594
 PL0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0594
 PL0594.The ellipsoidal height was determined by GPS observations
 PL0594.and is referenced to NAD 83.
 PL0594
 PL0594. The following values were computed from the NAD 83(2011) position.
 PL0594
 PL0594;                    North         East     Units Scale Factor Converg.
 PL0594;SPC MI C     -   170,947.725 5,873,656.979   MT  0.99991421   -1 07 44.6
 PL0594;SPC MI C     -   560,852.12 19,270,528.15   iFT  0.99991421   -1 07 44.6
 PL0594;UTM  16      - 4,966,127.874   581,798.362   MT  0.99968228   +0 43 47.7
 PL0594
 PL0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0594!SPC MI C     -   0.99997635  x   0.99991421  =   0.99989056
 PL0594!UTM  16      -   0.99997635  x   0.99968228  =   0.99965864
 PL0594
 PL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8179866127(NAD 83)
 PL0594
 PL0594                          SUPERSEDED SURVEY CONTROL
 PL0594
 PL0594  NAD 83(2007)-  44 50 37.94011(N)    085 57 53.85271(W) AD(2002.00) 0
 PL0594  ELLIP H (02/10/07)  150.861  (m)                       GP(2002.00)    
 PL0594  ELLIP H (07/17/02)  150.837  (m)                       GP(       ) 4 1
 PL0594  NAD 83(1994)-  44 50 37.94050(N)    085 57 53.85202(W) AD(       ) 2
 PL0594  ELLIP H (02/03/97)  150.868  (m)                       GP(       ) 4 1
 PL0594  NAD 83(1986)-  44 50 37.94067(N)    085 57 53.85881(W) AD(       ) 2
 PL0594  NGVD 29 (12/10/93)  186.7    (m)  GEOID93  model used  GPS OBS        
 PL0594
 PL0594.Superseded values are not recommended for survey control.
 PL0594
 PL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0594.See file dsdata.pdf to determine how the superseded data were derived.
 PL0594
 PL0594_MARKER: DD = SURVEY DISK
 PL0594_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0594_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0594_STAMPING: BURD 1993
 PL0594_MARK LOGO: NOS
 PL0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0594+STABILITY: POSITION/ELEVATION WELL
 PL0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0594+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 PL0594
 PL0594  HISTORY     - Date     Condition        Report By
 PL0594  HISTORY     - 1993     MONUMENTED       NOS
 PL0594  HISTORY     - 20040526 GOOD             USPSQD
 PL0594
 PL0594                          STATION DESCRIPTION
 PL0594
 PL0594'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0594'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF THE TOWN OF
 PL0594'EMPIRE.THE STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 PL0594'OF STATE ROUTE 616 (W. MACFARLANE RD) AND STATE ROUTE 675 (S.
 PL0594'PLOWMAN RD).
 PL0594'TO REACH THE STATION FROM THE TOWN OF EMPIRE HEAD EAST ON STATE ROUTE
 PL0594'72 (ANGUS RD) FOR 4.0 MI (6.4 KM) TO STATE ROUTE 675, TURN LEFT ON
 PL0594'STATE 675 AND HEAD NORTH 2.7 MI (4.3 KM) TO THE INTERSECTION WITH
 PL0594'STATE ROUTE 616 AND THE STATION ON THE RIGHT IN A GRASSY RIGHT OF
 PL0594'WAY.
 PL0594'THE STATION IS A STANDARD NOS BRONZE DISK SET IN A CONCRETE MONUMENT
 PL0594'AND STAMPED BURD 1993.IT IS 15.0 M (49.2 FT) SOUTH OF STATE ROUTE
 PL0594'616, 17.0 M (55.8 FT) EAST OF STATE ROUTE 675, 31.0 M (101.7 FT) WEST
 PL0594'OF A UTILITY POLE AND 9.0 M (29.5 FT) EAST OF A WITNESS PLAQUE AFIXED
 PL0594'TO A COMBINATION STOP AND STREET SIGN.
 PL0594
 PL0594                          STATION RECOVERY (2004)
 PL0594
 PL0594'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1600 ***********************************************************************
 NF1600  DESIGNATION -  BURMAN
 NF1600  PID         -  NF1600
 NF1600  STATE/COUNTY-  MI/IONIA
 NF1600  COUNTRY     -  US
 NF1600  USGS QUAD   -  PORTLAND NORTH (2017)
 NF1600
 NF1600                         *CURRENT SURVEY CONTROL
 NF1600  ______________________________________________________________________
 NF1600* NAD 83(1994) POSITION- 42 59 14.68846(N) 084 55 07.95890(W)   ADJUSTED
 NF1600* NAVD 88 ORTHO HEIGHT -   236.4   (meters)      776.    (feet) VERTCON3
 NF1600  ______________________________________________________________________
 NF1600  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 NF1600  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 NF1600  HORZ ORDER      -  FIRST
 NF1600
 NF1600.The horizontal coordinates were established by classical geodetic methods
 NF1600.and adjusted by the National Geodetic Survey in February 1997.
 NF1600
 NF1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1600
 NF1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1600.GEOID18 height accuracy estimate available here.
 NF1600
 NF1600.Click photographs - Photos may exist for this station.
 NF1600
 NF1600.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1600
 NF1600. The following values were computed from the NAD 83(1994) position.
 NF1600
 NF1600;                    North         East     Units Scale Factor Converg.
 NF1600;SPC MI S     -   165,366.096 3,954,967.452   MT  0.99990847   -0 22 32.9
 NF1600;SPC MI S     -   542,539.69 12,975,615.00   iFT  0.99990847   -0 22 32.9
 NF1600;UTM  16      - 4,761,518.542   669,666.170   MT  0.99995414   +1 25 09.6
 NF1600
 NF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1600!SPC MI S     -   0.99996817  x   0.99990847  =   0.99987664
 NF1600!UTM  16      -   0.99996817  x   0.99995414  =   0.99992231
 NF1600
 NF1600:                Primary Azimuth Mark                     Grid Az
 NF1600:SPC MI S     -  CHARLES                                  012 45 11.9
 NF1600:UTM  16      -  CHARLES                                  010 57 29.4
 NF1600
 NF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6966661518(NAD 83)
 NF1600
 NF1600|---------------------------------------------------------------------|
 NF1600| PID    Reference Object                     Distance      Geod. Az  |
 NF1600|                                                           dddmmss.s |
 NF1600| OK0545 CHARLES                             APPROX. 8.5 KM 0122239.0 |
 NF1600| OK0543 PEWAMO MUN TANK                     APPROX. 6.1 KM 0760447.7 |
 NF1600| NF1601 BURMAN RM A                          28.973 METERS 08806     |
 NF1600| CH0855 BURMAN RM 2                                        12930     |
 NF1600| NF1597 PORTLAND MUN TANK                   APPROX.13.7 KM 1741306.3 |
 NF1600| CH0854 BURMAN RM 1                          24.549 METERS 35216     |
 NF1600|---------------------------------------------------------------------|
 NF1600
 NF1600                          SUPERSEDED SURVEY CONTROL
 NF1600
 NF1600  NAD 83(1986)-  42 59 14.68570(N)    084 55 07.97485(W) AD(       ) 1
 NF1600  NAD 27      -  42 59 14.56853(N)    084 55 07.97592(W) AD(       ) 1
 NF1600  NGVD 29 (07/19/86)  236.5    (m)          776.     (f) VERT ANG       
 NF1600
 NF1600.Superseded values are not recommended for survey control.
 NF1600
 NF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1600.See file dsdata.pdf to determine how the superseded data were derived.
 NF1600
 NF1600_MARKER: DS = TRIANGULATION STATION DISK
 NF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1600_STAMPING: BURMAN 1969
 NF1600_MARK LOGO: CGS
 NF1600_PROJECTION: RECESSED 41 CENTIMETERS
 NF1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1600+STABILITY: SURFACE MOTION
 NF1600
 NF1600  HISTORY     - Date     Condition        Report By
 NF1600  HISTORY     - 1969     MONUMENTED       CGS
 NF1600  HISTORY     - 1981     GOOD             MIDH
 NF1600
 NF1600                          STATION DESCRIPTION
 NF1600
 NF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1600'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 17, T. 7 N., R.
 NF1600'5W. AND ON PROPERTY OF MR. THURMAN BURMAN.  IT IS LOCATED ABOUT 3 1/2
 NF1600'MILES WEST-SOUTHWEST OF PEWAMO, 1.3 MILES SOUTHEAST OF MUIR AND 1-3/4
 NF1600'MILES EAST-NORTHEAST OF LYONS.
 NF1600'
 NF1600'TO REACH THE STATION FROM THE POST OFFICE IN LYONS, GO IN A EASTERLY
 NF1600'DIRECTION ON BRIDGE STREET FOR 1.5 MILES TO A FORK (JUNCTION OF
 NF1600'KIMBALL ROAD AND MURPHY ROAD) AND THE STATION ON THE LEFT.
 NF1600'
 NF1600'THE STATION IS A STANDARD DISK STAMPED BURMAN 1969 SET IN THE TOP OF A
 NF1600'16-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16 INCHES BELOW THE
 NF1600'GROUND SURFACE.  IT IS 34 FEET NORTH OF THE CENTER OF KIMBALL ROAD,
 NF1600'12.6 FEET EAST OF A NORTH-SOUTH POLE FENCE, 4.5 FEET NORTHWEST OF A
 NF1600'METAL WITNESS POST AND 4 FEET NORTH OF AN EAST WEST POLE FENCE.
 NF1600'
 NF1600'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURMAN NO 1 1969, SET IN
 NF1600'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH
 NF1600'BELOW THE GROUND SURFACE.  IT IS 83.5 FEET NORTH OF A FENCE CORNER AND
 NF1600'1 FOOT EAST OF THE NORTH-SOUTH POLE FENCE.
 NF1600'
 NF1600'THE RM A STATION IS A STANDARD STATION MARK DISK STAMPED BURMAN RM A
 NF1600'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1600'IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE
 NF1600'CENTER OF KIMBALL ROAD, 89.5 FEET EAST-NORTHEAST OF THE METAL WITNESS
 NF1600'POST AND 6 FEET NORTH OF THE EAST WEST POLE FENCE.
 NF1600'
 NF1600'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURMAN NO 2 1969, SET IN
 NF1600'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1600'GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD (MURPHY
 NF1600'ROAD), 9 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1.8 FEET NORTH OF
 NF1600'POWER POLE NUMBER 21-1-25-1.
 NF1600'
 NF1600'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTHEAST ON MURPHY
 NF1600'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 NF1600'
 NF1600'REFERENCE MARK 2 WAS USED FOR AN AZIMUTH MARK.
 NF1600'
 NF1600'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
 NF1600
 NF1600                          STATION RECOVERY (1981)
 NF1600
 NF1600'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 NF1600'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 (RM 2 WAS USED AS
 NF1600'THE AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NF1600'
 NF1600'THE RM A STATION STAMPED---BURMAN RM A 1969--- WAS FOUND IN GOOD
 NF1600'CONDITION AS DESCRIBED.  A METAL BAR WAS PLACED BY RM A STATION.
 NF1600'
 NF1600'STATION BURMAN AND RM A ARE BOTH BURIED APPROXIMATELY 12 INCHES BELOW
 NF1600'THE GROUND SURFACE.
 NF1600'
 NF1600'THERE IS NO MAGNETIC MATERIAL AT STATION BURMAN, REFERENCE MARK 1 OR
 NF1600'REFERENCE MARK 2 (AZIMUTH MARK).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1601 ***********************************************************************
 NF1601  DESIGNATION -  BURMAN RM A
 NF1601  PID         -  NF1601
 NF1601  STATE/COUNTY-  MI/IONIA
 NF1601  COUNTRY     -  US
 NF1601  USGS QUAD   -  PORTLAND NORTH (2017)
 NF1601
 NF1601                         *CURRENT SURVEY CONTROL
 NF1601  ______________________________________________________________________
 NF1601* NAD 83(1994) POSITION- 42 59 14.71956(N) 084 55 06.68071(W)   ADJUSTED
 NF1601* NAVD 88 ORTHO HEIGHT -   236.5   (meters)      776.    (feet) VERTCON3
 NF1601  ______________________________________________________________________
 NF1601  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 NF1601  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 NF1601  HORZ ORDER      -  FIRST
 NF1601
 NF1601.The horizontal coordinates were established by classical geodetic methods
 NF1601.and adjusted by the National Geodetic Survey in February 1997.
 NF1601
 NF1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1601
 NF1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1601.GEOID18 height accuracy estimate available here.
 NF1601
 NF1601.Click photographs - Photos may exist for this station.
 NF1601
 NF1601.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1601
 NF1601. The following values were computed from the NAD 83(1994) position.
 NF1601
 NF1601;                    North         East     Units Scale Factor Converg.
 NF1601;SPC MI S     -   165,366.866 3,954,996.412   MT  0.99990847   -0 22 32.0
 NF1601;SPC MI S     -   542,542.21 12,975,710.01   iFT  0.99990847   -0 22 32.0
 NF1601;UTM  16      - 4,761,520.219   669,695.093   MT  0.99995427   +1 25 10.4
 NF1601
 NF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1601!SPC MI S     -   0.99996815  x   0.99990847  =   0.99987663
 NF1601!UTM  16      -   0.99996815  x   0.99995427  =   0.99992243
 NF1601
 NF1601:                Primary Azimuth Mark                     Grid Az
 NF1601:SPC MI S     -  CHARLES                                  012 33 47.0
 NF1601:UTM  16      -  CHARLES                                  010 46 04.6
 NF1601
 NF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6969561520(NAD 83)
 NF1601
 NF1601|---------------------------------------------------------------------|
 NF1601| PID    Reference Object                     Distance      Geod. Az  |
 NF1601|                                                           dddmmss.s |
 NF1601| OK0545 CHARLES                             APPROX. 8.5 KM 0121115.0 |
 NF1601| NF1600 BURMAN                               28.973 METERS 26806     |
 NF1601|---------------------------------------------------------------------|
 NF1601
 NF1601                          SUPERSEDED SURVEY CONTROL
 NF1601
 NF1601  NAD 83(1986)-  42 59 14.71680(N)    084 55 06.69633(W) AD(       ) 1
 NF1601  NAD 27      -  42 59 14.59948(N)    084 55 06.69775(W) AD(       ) 1
 NF1601  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 NF1601
 NF1601.Superseded values are not recommended for survey control.
 NF1601
 NF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1601.See file dsdata.pdf to determine how the superseded data were derived.
 NF1601
 NF1601_MARKER: DS = TRIANGULATION STATION DISK
 NF1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1601_STAMPING: BURMAN RM A 1969
 NF1601_MARK LOGO: CGS
 NF1601_PROJECTION: RECESSED 41 CENTIMETERS
 NF1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1601+STABILITY: SURFACE MOTION
 NF1601
 NF1601  HISTORY     - Date     Condition        Report By
 NF1601  HISTORY     - 1969     MONUMENTED       CGS
 NF1601
 NF1601                          STATION DESCRIPTION
 NF1601
 NF1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1601'THE STATION IS LOCATED IN THE SE 1/4 OF SEC. 17, T. 7 N., R. 5 W.
 NF1601'AND ON THE
 NF1601'PROPERTY OF MR. THURMAN BURMAN.  IT IS ABOUT 3-1/2 MILES WSW
 NF1601'OF PEWAMO, 1.3 MILES SE OF
 NF1601'MUIR AND 1-3/4 MILES ENE OF LYONS.
 NF1601'
 NF1601'THE STATION MARK IS A STANDARD DISK STAMPED BURMAN RM A 1969, SET
 NF1601'IN THE TOP OF A
 NF1601'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16 INCHES
 NF1601'BELOW THE SURFACE OF THE GROUND.
 NF1601'IT IS 89.5 FEET EAST-NORTHEAST OF A
 NF1601'METAL WITNESS POST, 36 FEET NORTH OF THE CENTER OF
 NF1601'KIMBALL ROAD AND
 NF1601'6 FEET NORTH OF AN EAST-WEST POLE FENCE.
 NF1601'
 NF1601'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BURMAN
 NF1601'AND THE DISTANCE,
 NF1601'REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED
 NF1601'BELOW.
 NF1601'
 NF1601'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 NF1601'TRIANGULATION
 NF1601'STATION BURMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0627 ***********************************************************************
 QL0627  DESIGNATION -  BURNT BLUFF RESET
 QL0627  PID         -  QL0627
 QL0627  STATE/COUNTY-  MI/DELTA
 QL0627  COUNTRY     -  US
 QL0627  USGS QUAD   -  FAYETTE (2017)
 QL0627
 QL0627                         *CURRENT SURVEY CONTROL
 QL0627  ______________________________________________________________________
 QL0627* NAD 83(1994) POSITION- 45 41 09.52893(N) 086 42 39.59596(W)   ADJUSTED
 QL0627* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 QL0627  ______________________________________________________________________
 QL0627  GEOID HEIGHT    -        -36.142 (meters)                     GEOID18
 QL0627  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 QL0627  HORZ ORDER      -  FIRST
 QL0627
 QL0627.The horizontal coordinates were established by classical geodetic methods
 QL0627.and adjusted by the National Geodetic Survey in February 1997.
 QL0627
 QL0627.The orthometric height was scaled from a topographic map.
 QL0627
 QL0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0627.GEOID18 height accuracy estimate available here.
 QL0627
 QL0627.Click photographs - Photos may exist for this station.
 QL0627
 QL0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0627
 QL0627. The following values were computed from the NAD 83(1994) position.
 QL0627
 QL0627;                    North         East     Units Scale Factor Converg.
 QL0627;SPC MI N     -   100,365.907 8,022,512.270   MT  0.99995716   +0 12 32.0
 QL0627;SPC MI N     -   329,284.47 26,320,578.31   iFT  0.99995716   +0 12 32.0
 QL0627;UTM  16      - 5,059,199.318   522,504.277   MT  0.99960623   +0 12 24.4
 QL0627
 QL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0627!SPC MI N     -   0.99996741  x   0.99995716  =   0.99992457
 QL0627!UTM  16      -   0.99996741  x   0.99960623  =   0.99957366
 QL0627
 QL0627:                Primary Azimuth Mark                     Grid Az
 QL0627:SPC MI N     -  BURNT BLUFF AZ MK                        174 44 01.6
 QL0627:UTM  16      -  BURNT BLUFF AZ MK                        174 44 09.2
 QL0627
 QL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER2250459199(NAD 83)
 QL0627
 QL0627|---------------------------------------------------------------------|
 QL0627| PID    Reference Object                     Distance      Geod. Az  |
 QL0627|                                                           dddmmss.s |
 QL0627| CH1772 BURNT BLUFF RM 4                     24.620 METERS 05224     |
 QL0627| CH1771 BURNT BLUFF AZ MK                                  1745633.6 |
 QL0627| CH1773 BURNT BLUFF RM 5                     26.402 METERS 17913     |
 QL0627|---------------------------------------------------------------------|
 QL0627
 QL0627                          SUPERSEDED SURVEY CONTROL
 QL0627
 QL0627  NAD 83(1986)-  45 41 09.52550(N)    086 42 39.59516(W) AD(       ) 1
 QL0627  NAD 27      -  45 41 09.59720(N)    086 42 39.11180(W) AD(       ) 1
 QL0627  USSD        -  45 41 09.87300(N)    086 42 38.86000(W) AD(       ) 3
 QL0627
 QL0627.Superseded values are not recommended for survey control.
 QL0627
 QL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0627.See file dsdata.pdf to determine how the superseded data were derived.
 QL0627
 QL0627_MARKER: DD = SURVEY DISK
 QL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0627_STAMPING: BURNT BLUFF 1874 1954
 QL0627_MARK LOGO: USLS
 QL0627_PROJECTION: PROJECTING 13 CENTIMETERS
 QL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0627+STABILITY: SURFACE MOTION
 QL0627
 QL0627  HISTORY     - Date     Condition        Report By
 QL0627  HISTORY     - 1874     MONUMENTED       USLS
 QL0627  HISTORY     - 1929     GOOD             CGS
 QL0627  HISTORY     - 1954     GOOD             CGS
 QL0627
 QL0627                          STATION DESCRIPTION
 QL0627
 QL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RLP)
 QL0627'ABOUT 3 MILES SOUTHWEST OF FAYETTE, ON HIGHEST PART OF AND ABOUT 20
 QL0627'METERS (66 FEET) BACK FROM FACE OF BURNT BLUFF, ON FARM OWNED BY
 QL0627'ESTATE OF CLEVIS RAYMOND, ALMOST DIRECTLY OPPOSITE SIGNBOARD ON FACE
 QL0627'OF BLUFF GIVING ELEVATION.
 QL0627'
 QL0627'IT IS 165 PACES NORTH OF EAST-AND-WEST FENCE ALONG NORTHERN RIM OF
 QL0627'BROAD VALLEY WHICH MAKES UP FROM BEACH ON WHICH PLEASURE RESORT AND
 QL0627'WHARF ARE LOCATED, 6.3 METERS (21 FEET) EAST OF NORTH-AND SOUTH FENCE
 QL0627'ALONG BLUFF, 26 PACES SOUTH OF CENTER LINE OF SMALL RAVINE WHICH GOES
 QL0627'EASTWARD FOR DISTANCE OF 25 PACES FROM NORTH-AND-SOUTH FENCE, AND 5.87
 QL0627'METERS (19.3 FEET) NORTH OF FLAT STONE MARKED WITH DRILL HOLE AND
 QL0627'LETTERS U.S. MARKED BY STONE POST 8 INCHES SQUARE, WITH BRASS TRIANGLE
 QL0627'LEADED INTO TOP, AND MARKED U.S. TOP OF MARK IS 6 INCHES BELOW SURFACE
 QL0627'OF GROUND.  DISTANCES AND DIRECTIONS FROM STATION TO WITNESS STONES
 QL0627'(1874) ARE-10 FEET EAST, 10 FEET SOUTH, AND 20 FEET SOUTH.
 QL0627
 QL0627                          STATION RECOVERY (1954)
 QL0627
 QL0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0627'STATION WAS RECOVERED AS DESCRIBED BY R.L. PFAU IN 1929 AND THE
 QL0627'UNDERGROUND MARK WAS FOUND TO BE IN GOOD CONDITION.  THE SURFACE MARK
 QL0627'WAS LOOSE SO A NEW MARK USING THE OLD U.S. LAKE SURVEY DISK WAS SET
 QL0627'OVER THE UNDERGROUND MARK.  TWO NEW REFERENCE MARKS AND AN AZIMUTH
 QL0627'MARK WERE ALSO SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS
 QL0627'LOCATED ABOUT 10 MILES SOUTHWEST OF GARDEN ON THE HIGHEST POINT OF
 QL0627'BURNT BLUFF.  STATION IS 13 FEET SOUTH OF OLD WOODEN RAMP BUILT FOR
 QL0627'JUMPING CARS OVER CLIFF AND 7 FEET EAST OF WITNESS POST.  THE MARK
 QL0627'PROJECTS ABOUT 5 INCHES AND THE DISK, A STANDARD U.S.L.S. DISK, IS
 QL0627'STAMPED BURNT BLUFF 1874 1954.
 QL0627'
 QL0627'REFERENCE MARK NO. 4 IS 63 FEET NORTH OF RAMP.  THE MARK PROJECTS
 QL0627'ABOUT 5 INCHES AND THE DISK IS STAMPED BURNT BLUFF NO 4 1874 1954.
 QL0627'NOTE 11A.
 QL0627'
 QL0627'REFERENCE MARK NO. 5 IS LOCATED AT WEST EDGE OF FIELD.  THE MARK
 QL0627'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BURNT BLUFF NO 5 1874
 QL0627'1954.  NOTE 11A.
 QL0627'
 QL0627'AZIMUTH MARK IS 15 FEET EAST OF THE CENTERLINE OF ROAD, 2 FEET NORTH
 QL0627'OF WITNESS POST AND 1.5 FEET NORTH OF TELEPHONE POLE.  THE MARK
 QL0627'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BURNT BLUFF 1954.
 QL0627'NOTE 16A.  CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 QL0627'
 QL0627'TO REACH FROM THE POST OFFICE IN GARDEN GO SOUTH AND WEST ON COUNTY
 QL0627'ROUTE FOR 11.5 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL
 QL0627'ROAD FOR 2.1 MILES TO FARM HOUSE AND GATE.  PASS THROUGH GATE AND GO
 QL0627'NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS
 QL0627'DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO POINT WHERE ROAD TURNS LEFT
 QL0627'AND GOES DOWN STEEP HILL.  TURN RIGHT ON TRACK ROAD AND FOLLOW ROAD
 QL0627'EAST AND NORTH FOR 0.2 MILE TO RAMP AND STATION AS DESCRIBED.
 QL0627'
 QL0627'1954 OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0744 ***********************************************************************
 QK0744  DESIGNATION -  BURNT ISLAND
 QK0744  PID         -  QK0744
 QK0744  STATE/COUNTY-  MI/MACKINAC
 QK0744  COUNTRY     -  US
 QK0744  USGS QUAD   -  EVERGREEN SHORES (2017)
 QK0744
 QK0744                         *CURRENT SURVEY CONTROL
 QK0744  ______________________________________________________________________
 QK0744* NAD 83(1994) POSITION- 45 57 21.14921(N) 084 37 59.86550(W)   ADJUSTED
 QK0744* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0744  ______________________________________________________________________
 QK0744  GEOID HEIGHT    -        -35.582 (meters)                     GEOID18
 QK0744  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 QK0744  HORZ ORDER      -  FIRST
 QK0744
 QK0744.The horizontal coordinates were established by classical geodetic methods
 QK0744.and adjusted by the National Geodetic Survey in February 1997.
 QK0744
 QK0744.The orthometric height was scaled from a topographic map.
 QK0744
 QK0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0744.GEOID18 height accuracy estimate available here.
 QK0744
 QK0744.Click photographs - Photos may exist for this station.
 QK0744
 QK0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0744
 QK0744. The following values were computed from the NAD 83(1994) position.
 QK0744
 QK0744;                    North         East     Units Scale Factor Converg.
 QK0744;SPC MI N     -   133,059.701 8,183,436.314   MT  0.99991928   +1 42 38.3
 QK0744;SPC MI N     -   436,547.58 26,848,544.34   iFT  0.99991928   +1 42 38.3
 QK0744;UTM  16      - 5,091,868.422   683,403.317   MT  1.00001353   +1 42 06.0
 QK0744
 QK0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0744!SPC MI N     -   0.99997784  x   0.99991928  =   0.99989712
 QK0744!UTM  16      -   0.99997784  x   1.00001353  =   0.99999137
 QK0744
 QK0744:                Primary Azimuth Mark                     Grid Az
 QK0744:SPC MI N     -  MACK                                     185 05 04.2
 QK0744:UTM  16      -  MACK                                     185 05 36.5
 QK0744
 QK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8340391868(NAD 83)
 QK0744
 QK0744|---------------------------------------------------------------------|
 QK0744| PID    Reference Object                     Distance      Geod. Az  |
 QK0744|                                                           dddmmss.s |
 QK0744| QK0746 MACK                                APPROX. 7.9 KM 1864742.5 |
 QK0744| QK0743 ST IGNACE RADIO KQA 259 MAST        APPROX.11.4 KM 2205718.2 |
 QK0744| QK0774 MORAN MICROWAVE TOWER               APPROX.10.3 KM 2774202.3 |
 QK0744|---------------------------------------------------------------------|
 QK0744
 QK0744                          SUPERSEDED SURVEY CONTROL
 QK0744
 QK0744  NAD 83(1986)-  45 57 21.14175(N)    084 37 59.86347(W) AD(       ) 1
 QK0744  NAD 27      -  45 57 21.09152(N)    084 37 59.69836(W) AD(       ) 1
 QK0744
 QK0744.Superseded values are not recommended for survey control.
 QK0744
 QK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0744.See file dsdata.pdf to determine how the superseded data were derived.
 QK0744
 QK0744_MARKER: S = SPIKE
 QK0744_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0744
 QK0744  HISTORY     - Date     Condition        Report By
 QK0744  HISTORY     - 1918     MONUMENTED       USLS
 QK0744
 QK0744                          STATION DESCRIPTION
 QK0744
 QK0744'DESCRIBED BY US LAKE SURVEY 1918
 QK0744'IN STRAITS OF MACKINAC, ON EXTREME SOUTHERLY POINT OF BIG ST. MARTIN,
 QK0744'OR BURNT ISLAND, ON GRAVEL
 QK0744'BANK WHICH IS SMALL ISLAND AT HIGH WATER, 26 FEET NORTHEAST
 QK0744'FROM SMALL PYRAMID OF CONCRETE ON A
 QK0744'FLAT BOULDER, AND 50 FEET N. 70 DEG E. FROM A
 QK0744'LARGE WHITE GRANITE BOULDER.  MARKED BY SPIKE IN MASS
 QK0744'OF CONCRETE, AND MARKED
 QK0744'U.S. 18.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0076 ***********************************************************************
 OJ0076  DESIGNATION -  BURR USLS
 OJ0076  PID         -  OJ0076
 OJ0076  STATE/COUNTY-  MI/SANILAC
 OJ0076  COUNTRY     -  US
 OJ0076  USGS QUAD   -  CROSWELL (2017)
 OJ0076
 OJ0076                         *CURRENT SURVEY CONTROL
 OJ0076  ______________________________________________________________________
 OJ0076* NAD 83(1986) POSITION- 43 21 45.     (N) 082 32 13.     (W)   SCALED
 OJ0076* NAVD 88 ORTHO HEIGHT -   188.586 (meters)      618.72  (feet) ADJUSTED
 OJ0076  ______________________________________________________________________
 OJ0076  GEOID HEIGHT    -        -34.673 (meters)                     GEOID18
 OJ0076  DYNAMIC HEIGHT  -        188.549 (meters)      618.60  (feet) COMP
 OJ0076  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 OJ0076
 OJ0076  VERT ORDER      -  FIRST     CLASS 0
 OJ0076
 OJ0076.The horizontal coordinates were scaled from a map and have
 OJ0076.an estimated accuracy of +/- 6 seconds.
 OJ0076
 OJ0076.The orthometric height was determined by differential leveling and
 OJ0076.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0076.in June 1991.
 OJ0076
 OJ0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0076.GEOID18 height accuracy estimate available here.
 OJ0076
 OJ0076.Click photographs - Photos may exist for this station.
 OJ0076
 OJ0076.The dynamic height is computed by dividing the NAVD 88
 OJ0076.geopotential number by the normal gravity value computed on the
 OJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0076.degrees latitude (g = 980.6199 gals.).
 OJ0076
 OJ0076.The modeled gravity was interpolated from observed gravity values.
 OJ0076
 OJ0076;                    North         East    Units  Estimated Accuracy
 OJ0076;SPC MI S     -   208,500.    4,148,300.      MT  (+/- 180 meters Scaled)
 OJ0076
 OJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ754022(NAD 83)
 OJ0076
 OJ0076                          SUPERSEDED SURVEY CONTROL
 OJ0076
 OJ0076  NGVD 29 (11/26/84)  188.710  (m)          619.13   (f) ADJUSTED    1 0
 OJ0076
 OJ0076.Superseded values are not recommended for survey control.
 OJ0076
 OJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0076.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0076
 OJ0076_MARKER: B = BOLT
 OJ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0076_SP_SET: CULVERT
 OJ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0076
 OJ0076  HISTORY     - Date     Condition        Report By
 OJ0076  HISTORY     - 1970     MONUMENTED       USLS
 OJ0076  HISTORY     - 1970     GOOD             USLS
 OJ0076  HISTORY     - 1980     GOOD             NGS
 OJ0076  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0076
 OJ0076                          STATION DESCRIPTION
 OJ0076
 OJ0076'DESCRIBED BY US LAKE SURVEY 1970
 OJ0076'4.8 MI S FROM PORT SANILAC.
 OJ0076'BURR IS IN SANILAC COUNTY, MICHIGAN, ABOUT 4.8 MILES SOUTH OF
 OJ0076'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0076'IN PORT SANILAC, 0.4 MILE NORTH OF APPLEGATE ROAD, IN FRONT
 OJ0076'OF PROPERTY AT NO. 2347 U.S. 25, 47.2 FEET NORTHWEST OF UTILITY
 OJ0076'POLE NO. D.E. 40-5-38, 36 FEET EAST OF CENTERLINE OF HIGHWAY,
 OJ0076'0.8 FEET NORTH OF SOUTH EDGE AND 0.5 FEET EAST OF WEST EDGE
 OJ0076'OF CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 OJ0076'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.  BM BWRR 1970.
 OJ0076
 OJ0076                          STATION RECOVERY (1980)
 OJ0076
 OJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0076'7.7 KILOMETERS (4.8 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0076'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.55 KILOMETER
 OJ0076'(0.35 MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, THIS MARK IS
 OJ0076'A 1/2-INCH STEEL BOLT SET NEAR THE SOUTH END OF THE EAST HEADWALL
 OJ0076'OF A SMALL CONCRETE BOX CULVERT, 15.2 METERS (50.0 FEET) NORTH OF
 OJ0076'THE CENTER OF THE DRIVE TO HOUSE NUMBER 2347, 10.9 METERS (36.0
 OJ0076'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.25 METER (0.8 FEET)
 OJ0076'NORTH OF THE SOUTH END OF THE HEADWALL.
 OJ0076'THE MARK IS 1.2 M BELOW HIGHWAY.
 OJ0076
 OJ0076                          STATION RECOVERY (1994)
 OJ0076
 OJ0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0604 ***********************************************************************
 QL0604  DESIGNATION -  BURSAW
 QL0604  PID         -  QL0604
 QL0604  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0604  COUNTRY     -  US
 QL0604  USGS QUAD   -  POINT AUX BARQUES (2017)
 QL0604
 QL0604                         *CURRENT SURVEY CONTROL
 QL0604  ______________________________________________________________________
 QL0604* NAD 83(1994) POSITION- 45 49 38.16544(N) 086 22 15.36136(W)   ADJUSTED
 QL0604* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 QL0604  ______________________________________________________________________
 QL0604  GEOID HEIGHT    -        -35.657 (meters)                     GEOID18
 QL0604  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 QL0604  HORZ ORDER      -  SECOND
 QL0604
 QL0604.The horizontal coordinates were established by classical geodetic methods
 QL0604.and adjusted by the National Geodetic Survey in February 1997.
 QL0604
 QL0604.The orthometric height was scaled from a topographic map.
 QL0604
 QL0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0604.GEOID18 height accuracy estimate available here.
 QL0604
 QL0604.Click photographs - Photos may exist for this station.
 QL0604
 QL0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0604
 QL0604. The following values were computed from the NAD 83(1994) position.
 QL0604
 QL0604;                    North         East     Units Scale Factor Converg.
 QL0604;SPC MI N     -   116,221.617 8,048,877.250   MT  0.99993459   +0 27 16.9
 QL0604;SPC MI N     -   381,304.52 26,407,077.59   iFT  0.99993459   +0 27 16.9
 QL0604;UTM  16      - 5,075,048.484   548,861.381   MT  0.99962935   +0 27 04.3
 QL0604
 QL0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0604!SPC MI N     -   0.99997299  x   0.99993459  =   0.99990758
 QL0604!UTM  16      -   0.99997299  x   0.99962935  =   0.99960235
 QL0604
 QL0604:                Primary Azimuth Mark                     Grid Az
 QL0604:SPC MI N     -  BURSAW AZ MK                             186 21 01.6
 QL0604:UTM  16      -  BURSAW AZ MK                             186 21 14.2
 QL0604
 QL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4886175048(NAD 83)
 QL0604
 QL0604|---------------------------------------------------------------------|
 QL0604| PID    Reference Object                     Distance      Geod. Az  |
 QL0604|                                                           dddmmss.s |
 QL0604| CH1774 BURSAW AZ MK                                       1864818.5 |
 QL0604| CH1776 BURSAW RM 2                          33.306 METERS 27154     |
 QL0604| CH1775 BURSAW RM 1                          24.920 METERS 35628     |
 QL0604|---------------------------------------------------------------------|
 QL0604
 QL0604                          SUPERSEDED SURVEY CONTROL
 QL0604
 QL0604  NAD 83(1986)-  45 49 38.15975(N)    086 22 15.35796(W) AD(       ) 2
 QL0604  NAD 27      -  45 49 38.24198(N)    086 22 14.84951(W) AD(       ) 2
 QL0604
 QL0604.Superseded values are not recommended for survey control.
 QL0604
 QL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0604.See file dsdata.pdf to determine how the superseded data were derived.
 QL0604
 QL0604_MARKER: DS = TRIANGULATION STATION DISK
 QL0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0604_STAMPING: BURSAW 1965
 QL0604_MARK LOGO: CGS
 QL0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0604+STABILITY: SURFACE MOTION
 QL0604
 QL0604  HISTORY     - Date     Condition        Report By
 QL0604  HISTORY     - 1965     MONUMENTED       CGS
 QL0604
 QL0604                          STATION DESCRIPTION
 QL0604
 QL0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0604'STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF THOMPSON, 11 MILES
 QL0604'SOUTHWEST OF MANISTIQUE AND ON STATE OWNED PROPERTY.
 QL0604'
 QL0604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 QL0604'SCHOOLCRAFT COUNTY ROAD 435 IN THOMPSON, GO SOUTH-SOUTHWEST ON COUNTY
 QL0604'ROAD 435 FOR 4.45 MILES TO A SIDE ROAD RIGHT JUST SOUTH OF BURSAW
 QL0604'CREEK.  CONTINUE SOUTH ON COUNTY ROAD 435 FOR 0.75 MILE TO A TRACK
 QL0604'ROAD LEFT AND THE STATION ON THE LEFT 189 FEET SOUTH OF THE
 QL0604'INTERSECTION.
 QL0604'
 QL0604'STATION MARKS ARE STANDARD DISKS STAMPED BURSAW 1965.  THE SURFACE
 QL0604'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 QL0604'IS 5 FEET NORTH OF A METAL WITNESS POST, 24 FEET NORTH OF A 6 INCH
 QL0604'BIRCH TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 43 FEET EAST OF
 QL0604'THE CENTER OF A GRAVELED ROAD AND 189 FEET SOUTHEAST OF THE
 QL0604'INTERSECTION OF THE GRAVELED ROAD AND A TRACK ROAD.  THE UNDERGROUND
 QL0604'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 QL0604'SURFACE OF THE GROUND.
 QL0604'
 QL0604'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURSAW NO 1 1965, IS SET
 QL0604'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 8 FEET
 QL0604'SOUTH OF THE CENTER OF THE TRACK ROAD, 36 FEET EAST OF THE CENTER OF
 QL0604'THE GRAVELED ROAD AND 76 FEET SOUTHEAST OF THE GRAVELED AND TRACK ROAD
 QL0604'INTERSECTION.
 QL0604'
 QL0604'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED BURSAW NO 2 1965, IS SET
 QL0604'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 38 FEET
 QL0604'WEST OF THE CENTER OF THE GRAVELED ROAD AND 82 FEET WEST OF THE METAL
 QL0604'WITNESS POST.
 QL0604'
 QL0604'AZIMUTH MARK, A STANDARD DISK STAMPED BURSAW 1965, IS SET IN A ROUND
 QL0604'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET EAST OF A
 QL0604'METAL WITNESS POST AND 48 FEET WEST OF THE CENTER OF THE GRAVELED
 QL0604'ROAD.
 QL0604'
 QL0604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 QL0604'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 QL0604'
 QL0604'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0116 ***********************************************************************
 QK0116  DESIGNATION -  BURT
 QK0116  PID         -  QK0116
 QK0116  STATE/COUNTY-  MI/CHEBOYGAN
 QK0116  COUNTRY     -  US
 QK0116  USGS QUAD   -  INDIAN RIVER (2017)
 QK0116
 QK0116                         *CURRENT SURVEY CONTROL
 QK0116  ______________________________________________________________________
 QK0116* NAD 83(1986) POSITION- 45 24 29.     (N) 084 37 17.     (W)   SCALED
 QK0116* NAVD 88 ORTHO HEIGHT -   182.142 (meters)      597.58  (feet) ADJUSTED
 QK0116  ______________________________________________________________________
 QK0116  GEOID HEIGHT    -        -35.304 (meters)                     GEOID18
 QK0116  DYNAMIC HEIGHT  -        182.141 (meters)      597.57  (feet) COMP
 QK0116  MODELED GRAVITY -    980,604.8   (mgal)                       NAVD 88
 QK0116
 QK0116  VERT ORDER      -  FIRST     CLASS I
 QK0116
 QK0116.The horizontal coordinates were scaled from a map and have
 QK0116.an estimated accuracy of +/- 6 seconds.
 QK0116
 QK0116.The orthometric height was determined by differential leveling and
 QK0116.adjusted by the NATIONAL GEODETIC SURVEY
 QK0116.in June 1991.
 QK0116
 QK0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0116.GEOID18 height accuracy estimate available here.
 QK0116
 QK0116.Click photographs - Photos may exist for this station.
 QK0116
 QK0116.The dynamic height is computed by dividing the NAVD 88
 QK0116.geopotential number by the normal gravity value computed on the
 QK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0116.degrees latitude (g = 980.6199 gals.).
 QK0116
 QK0116.The modeled gravity was interpolated from observed gravity values.
 QK0116
 QK0116;                    North         East    Units  Estimated Accuracy
 QK0116;SPC MI C     -   232,430.    5,980,060.      MT  (+/- 180 meters Scaled)
 QK0116
 QK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR861310(NAD 83)
 QK0116
 QK0116                          SUPERSEDED SURVEY CONTROL
 QK0116
 QK0116.No superseded survey control is available for this station.
 QK0116
 QK0116
 QK0116  HISTORY     - Date     Condition        Report By
 QK0116  HISTORY     - 1957     MONUMENTED       USLS
 QK0116  HISTORY     - 1973     GOOD             USLS
 QK0116  HISTORY     - 20160609 MARK NOT FOUND   MIDT
 QK0116
 QK0116                          STATION DESCRIPTION
 QK0116
 QK0116'DESCRIBED BY US LAKE SURVEY 1973
 QK0116'AT INDIAN RIVER.
 QK0116'BURT IS AT INDIAN RIVER, CHEBOYGAN COUNTY, MICHIGAN, 0.35 MILE WEST
 QK0116'ALONG SOUTH AVE. FROM THE INTERSECTION OF HWY. M-27 AND SOUTH
 QK0116'AVE. TO LAKE BLVD., 700 FEET NORTH OF THE INTERSECTION OF SOUTH
 QK0116'AVE. AND LAKE BLVD., ABOUT 235 FEET SOUTH OF CONCRETE REVETMENT
 QK0116'ALONG SOUTH SIDE OF RIVER, 79 FEET NORTH OF EXTENDED CENTERLINE
 QK0116'OF OAK ST., 1.1 FEET SOUTH OF SOUTHWEST CORNER OF SINGLE STORY
 QK0116'WHITE FRAME COTTAGE NO. 6598, FLUSH WITH THE GROUND SURFACE,
 QK0116'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 QK0116'STEEL ROD, 20 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0116'BURT 1957.
 QK0116
 QK0116                          STATION RECOVERY (2016)
 QK0116
 QK0116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QK0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0636 ***********************************************************************
 QK0636  DESIGNATION -  BURT LAKE EAST BASE
 QK0636  PID         -  QK0636
 QK0636  STATE/COUNTY-  MI/CHEBOYGAN
 QK0636  COUNTRY     -  US
 QK0636  USGS QUAD   -  INDIAN RIVER (2017)
 QK0636
 QK0636                         *CURRENT SURVEY CONTROL
 QK0636  ______________________________________________________________________
 QK0636* NAD 83(1994) POSITION- 45 24 29.75605(N) 084 37 18.15588(W)   ADJUSTED
 QK0636* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 QK0636  ______________________________________________________________________
 QK0636  GEOID HEIGHT    -        -35.304 (meters)                     GEOID18
 QK0636  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 QK0636  HORZ ORDER      -  SECOND
 QK0636
 QK0636.The horizontal coordinates were established by classical geodetic methods
 QK0636.and adjusted by the National Geodetic Survey in February 1997.
 QK0636
 QK0636.The orthometric height was scaled from a topographic map.
 QK0636
 QK0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0636.GEOID18 height accuracy estimate available here.
 QK0636
 QK0636.Click photographs - Photos may exist for this station.
 QK0636
 QK0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0636
 QK0636. The following values were computed from the NAD 83(1994) position.
 QK0636
 QK0636;                    North         East     Units Scale Factor Converg.
 QK0636;SPC MI C     -   232,452.755 5,980,035.084   MT  0.99994560   -0 10 48.6
 QK0636;SPC MI C     -   762,640.27 19,619,537.68   iFT  0.99994560   -0 10 48.6
 QK0636;UTM  16      - 5,031,056.609   686,108.993   MT  1.00002588   +1 41 38.9
 QK0636
 QK0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0636!SPC MI C     -   0.99997716  x   0.99994560  =   0.99992276
 QK0636!UTM  16      -   0.99997716  x   1.00002588  =   1.00000304
 QK0636
 QK0636:                Primary Azimuth Mark                     Grid Az
 QK0636:SPC MI C     -  BURT LAKE EAST BASE AZ MK                225 04 12.3
 QK0636:UTM  16      -  BURT LAKE EAST BASE AZ MK                223 11 44.8
 QK0636
 QK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8610831056(NAD 83)
 QK0636
 QK0636|---------------------------------------------------------------------|
 QK0636| PID    Reference Object                     Distance      Geod. Az  |
 QK0636|                                                           dddmmss.s |
 QK0636| CH1778 BURT LAKE EAST BASE RM 1             12.741 METERS 07631     |
 QK0636| CH1779 BURT LAKE EAST BASE RM 2             15.967 METERS 13632     |
 QK0636| CH1777 BURT LAKE EAST BASE AZ MK                          2245323.7 |
 QK0636|---------------------------------------------------------------------|
 QK0636
 QK0636                          SUPERSEDED SURVEY CONTROL
 QK0636
 QK0636  NAD 83(1986)-  45 24 29.74948(N)    084 37 18.15801(W) AD(       ) 2
 QK0636  NAD 27      -  45 24 29.70100(N)    084 37 18.02900(W) AD(       ) 2
 QK0636
 QK0636.Superseded values are not recommended for survey control.
 QK0636
 QK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0636.See file dsdata.pdf to determine how the superseded data were derived.
 QK0636
 QK0636_MARKER: DD = SURVEY DISK
 QK0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0636_STAMPING: BURT LAKE EAST BASE 1913 S
 QK0636_MARK LOGO: USLS
 QK0636_PROJECTION: RECESSED 15 CENTIMETERS
 QK0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0636+STABILITY: SURFACE MOTION
 QK0636
 QK0636  HISTORY     - Date     Condition        Report By
 QK0636  HISTORY     - 1913     MONUMENTED       USLS
 QK0636  HISTORY     - 1956     GOOD             CGS
 QK0636
 QK0636                          STATION DESCRIPTION
 QK0636
 QK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0636'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 QK0636'THERE HAS BEEN A ROW OF CABINS BUILT TO THE EAST OF THE STATION AND IT
 QK0636'IS NOW ON THE PROPERTY OF MR. ALBERT SMITH.  A DIFFERENCE OF 0.01 OF A
 QK0636'FOOT SHORTER WAS FOUND TO REFERENCE MARK 2, AN AZIMUTH MARK WAS
 QK0636'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0636'
 QK0636'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF INDIAN RIVER, ON
 QK0636'THE SOUTHEAST END OF BURT LAKE AND ON THE PROPERTY OF MR. ALBERT
 QK0636'SMITH.  IT IS 40 FEET EAST OF THE WATER LINE OF BURT LAKE, 55 FEET
 QK0636'WEST OF THE SOUTHWEST CORNER OF CABIN NO. 6, 18.5 FEET NORTH OF THE
 QK0636'NORTHWEST CORNER OF A CONCRETE SHUFFLE BOARD COURT AND 20 FEET NORTH
 QK0636'OF A 12 INCH PINE TREE.  THE MARK IS A STANDARD U.S.L.S. STATION MARK
 QK0636'DISK STAMPED BURT LAKE EAST BASE 1913 S AND IS 6 INCHES UNDERGROUND.
 QK0636'
 QK0636'TO REACH THE STATION FROM THE RAILROAD DEPOT IN INDIAN RIVER, GO SOUTH
 QK0636'ON U.S.  HIGHWAY 27 FOR 0.25 MILE TO A PAVED STREET RIGHT.  TURN RIGHT
 QK0636'AND GO WEST ON THE PAVED STREET FOR 0.4 MILE TO A GRAVEL STREET RIGHT.
 QK0636'TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF A ROW OF CABINS FOR
 QK0636'ABOUT 200 FEET TO CABIN NO. 5 AND THE MARK BETWEEN THE CABIN AND THE
 QK0636'LAKE.
 QK0636'
 QK0636'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 QK0636'STREET FOR ABOUT 200 FEET TO THE PAVED STREET.  TURN LEFT AND GO EAST
 QK0636'ON PAVED STREET FOR 0.1 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO
 QK0636'SOUTH ON GRAVEL ROAD FOR 0.1 MILE TO A GRAVEL T ROAD.  TURN RIGHT AND
 QK0636'GO WESTERLY ON GRAVEL ROAD FOR 0.35 MILE TO A BOAT DOCK AND THE MARK
 QK0636'ON THE NORTH SIDE OF A GRAVEL PARKING AREA.  THIS IS THE PROPERTY OF
 QK0636'MR. MC GALVIN AND IS KNOWN AS MC GALVIN POINT.
 QK0636'
 QK0636'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF THE SOUTHWEST CORNER OF CABIN
 QK0636'NO.5, 17 FEET SOUTHWEST OF THE NORTHWEST CORNER OF CABIN NO. 5, 3.3
 QK0636'FEET EAST OF THE EAST EDGE OF A STONE AND CONCRETE SIDEWALK AND 42
 QK0636'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SHUFFLE BOARD
 QK0636'COURT.  THE MARK IS A STANDARD U.S.L.S. REFERENCE MARK DISK STAMPED
 QK0636'BURT LAKE EAST BASE 1913 1940 S, 7 INCHES IN DIAMETER AND IS FLUSH.
 QK0636'
 QK0636'REFERENCE MARK 2 IS 24 FEET WEST OF THE SOUTHWEST CORNER OF CABIN NO.
 QK0636'5., 8 FEET WEST OF THE WEST EDGE OF A STONE AND CONCRETE SIDEWALK, 3
 QK0636'FEET SOUTH OF A 14 INCH PINE TREE WITH AN OLD TRIANGULAR BLAZE ON THE
 QK0636'NORTH SIDE AND 30 FEET EAST OF THE EAST EDGE OF THE CONCRETE SHUFFLE
 QK0636'BOARD COURT.  THE MARK IS A STANDARD U.S.L.S. REFERENCE MARK DISK
 QK0636'STAMPED BURT LAKE EAST BASE 1913 1940 S, A CONCRETE POST 7 INCHES IN
 QK0636'DIAMETER AND IS FLUSH.
 QK0636'
 QK0636'THE AZIMUTH MARK IS ON THE NORTHEAST EDGE OF A GRAVEL PARKING AREA, 2
 QK0636'FEET NORTH OF A POWER LINE POLE, 1.5 FEET NORTHEAST OF A WHITE WITNESS
 QK0636'POST, 12 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE BOAT DOCK,
 QK0636'64 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING AND
 QK0636'9 FEET WEST OF A 10 INCH CEDAR TREE.  THE MARK PROJECTS 1 INCH AND THE
 QK0636'DISK IS STAMPED BURT LAKE EAST BASE 1956.
 QK0636'
 QK0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1019 ***********************************************************************
 RL1019  DESIGNATION -  BUSH
 RL1019  PID         -  RL1019
 RL1019  STATE/COUNTY-  MI/GOGEBIC
 RL1019  COUNTRY     -  US
 RL1019  USGS QUAD   -  IMP LAKE (2017)
 RL1019
 RL1019                         *CURRENT SURVEY CONTROL
 RL1019  ______________________________________________________________________
 RL1019* NAD 83(1994) POSITION- 46 11 30.08761(N) 089 04 30.07049(W)   ADJUSTED
 RL1019* NAVD 88 ORTHO HEIGHT -   561.875 (meters)     1843.42  (feet) ADJUSTED
 RL1019  ______________________________________________________________________
 RL1019  GEOID HEIGHT    -        -31.431 (meters)                     GEOID18
 RL1019  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 RL1019  DYNAMIC HEIGHT  -        561.882 (meters)     1843.44  (feet) COMP
 RL1019  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 RL1019
 RL1019  HORZ ORDER      -  FIRST
 RL1019  VERT ORDER      -  SECOND    CLASS 0
 RL1019
 RL1019.The horizontal coordinates were established by classical geodetic methods
 RL1019.and adjusted by the National Geodetic Survey in February 1997.
 RL1019
 RL1019.The orthometric height was determined by differential leveling and
 RL1019.adjusted by the NATIONAL GEODETIC SURVEY
 RL1019.in June 1991.
 RL1019
 RL1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1019.GEOID18 height accuracy estimate available here.
 RL1019
 RL1019.Click photographs - Photos may exist for this station.
 RL1019
 RL1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1019
 RL1019.The dynamic height is computed by dividing the NAVD 88
 RL1019.geopotential number by the normal gravity value computed on the
 RL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1019.degrees latitude (g = 980.6199 gals.).
 RL1019
 RL1019.The modeled gravity was interpolated from observed gravity values.
 RL1019
 RL1019. The following values were computed from the NAD 83(1994) position.
 RL1019
 RL1019;                    North         East     Units Scale Factor Converg.
 RL1019;SPC MI N     -   158,626.603 7,839,851.757   MT  0.99990416   -1 29 59.3
 RL1019;SPC MI N     -   520,428.49 25,721,298.42   iFT  0.99990416   -1 29 59.3
 RL1019;SPC WI N     -   114,341.523   671,398.687   MT  0.99994543   +0 40 02.1
 RL1019;SPC WI N     -   375,135.48  2,202,747.19   sFT  0.99994543   +0 40 02.1
 RL1019;UTM  16      - 5,117,438.854   339,883.597   MT  0.99991516   -1 29 52.0
 RL1019
 RL1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1019!SPC MI N     -   0.99991685  x   0.99990416  =   0.99982102
 RL1019!SPC WI N     -   0.99991685  x   0.99994543  =   0.99986229
 RL1019!UTM  16      -   0.99991685  x   0.99991516  =   0.99983202
 RL1019
 RL1019:                Primary Azimuth Mark                     Grid Az
 RL1019:SPC MI N     -  BUSH AZ MK                               019 54 52.8
 RL1019:SPC WI N     -  BUSH AZ MK                               017 44 51.4
 RL1019:UTM  16      -  BUSH AZ MK                               019 54 45.5
 RL1019
 RL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3988317438(NAD 83)
 RL1019
 RL1019|---------------------------------------------------------------------|
 RL1019| PID    Reference Object                     Distance      Geod. Az  |
 RL1019|                                                           dddmmss.s |
 RL1019| RL1605 IMP LAKE LOOKOUT TOWER              APPROX. 2.3 KM 0045842.5 |
 RL1019| RL1022 BUSH AZ MK                                         0182453.5 |
 RL1019| RL1020 BUSH RM 1                            35.230 METERS 02540     |
 RL1019| RL1021 BUSH RM 2                            44.440 METERS 31945     |
 RL1019|---------------------------------------------------------------------|
 RL1019
 RL1019                          SUPERSEDED SURVEY CONTROL
 RL1019
 RL1019  NAD 83(1991)-  46 11 30.08470(N)    089 04 30.06942(W) AD(       ) 1
 RL1019  NAD 83(1986)-  46 11 30.08415(N)    089 04 30.06613(W) AD(       ) 1
 RL1019  NAD 27      -  46 11 30.25900(N)    089 04 29.57300(W) AD(       ) 1
 RL1019  NGVD 29 (??/??/92)  561.893  (m)         1843.48   (f) ADJ UNCH    2 0
 RL1019  NGVD 29             561.91   (m)         1843.5    (f) LEVELING    3  
 RL1019
 RL1019.Superseded values are not recommended for survey control.
 RL1019
 RL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1019.See file dsdata.pdf to determine how the superseded data were derived.
 RL1019
 RL1019_MARKER: DS = TRIANGULATION STATION DISK
 RL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1019_STAMPING: BUSH 1940
 RL1019_MARK LOGO: CGS
 RL1019_PROJECTION: PROJECTING 20 CENTIMETERS
 RL1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1019+STABILITY: SURFACE MOTION
 RL1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1019+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 RL1019
 RL1019  HISTORY     - Date     Condition        Report By
 RL1019  HISTORY     - 1940     MONUMENTED       CGS
 RL1019  HISTORY     - 1948     GOOD             CGS
 RL1019  HISTORY     - 19950505 GOOD             GLORI
 RL1019  HISTORY     - 20090617 GOOD             MIDT
 RL1019
 RL1019                          STATION DESCRIPTION
 RL1019
 RL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1019'STATION IS LOCATED ON A LOW TIMBERED RIDGE ABOUT 6 MILES
 RL1019'NORTHEAST OF LAND O LAKES AND 7 MILES SOUTHEAST OF WATERSMEET,
 RL1019'ON LAND OWNED BY THE STATE OF MICHIGAN.
 RL1019'
 RL1019'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1019'BRONZE DISKS SET IN CONCRETE.
 RL1019'
 RL1019'TO REACH THE STATION FROM WATERSMEET, GO SOUTH ON STATE HIGHWAY
 RL1019'45 FOR 7.6 MILES TO A ROAD LEFT, EAST, AT A SIGN INDIAN
 RL1019'VILLAGE ROAD, TURN LEFT, AND GO 5.1 MILES TO A FORK, TAKE
 RL1019'LEFT FORK AND GO 1.85 MILES TO THE TOP OF A SMALL RISE AND
 RL1019'A TRIANGULAR-BLAZED 16-INCH MAPLE TREE ON THE RIGHT, (FROM
 RL1019'HERE CONTINUE EAST 0.35 MILE TO A T-ROAD LEFT, TURN LEFT AND
 RL1019'GO 0.1 MILE TO THE AZIMUTH MARK ON RIGHT SIDE OF THE ROAD),
 RL1019'TURN RIGHT ON DIM TRACKS UP HILL AND GO 0.5 MILE TO THE END OF
 RL1019'TRACKS AT THE TOP OF THE HILL AND STATION.
 RL1019'
 RL1019'STATION MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES,
 RL1019'IS 10 FEET SOUTHEAST OF A 10-INCH MAPLE TREE AND 22 FEET
 RL1019'SOUTHEAST OF A TRIANGULAR-BLAZED 16-INCH MAPLE TREE.
 RL1019'
 RL1019'REFERENCE MARK NO. 1 IS STAMPED BUSH NO. 1 1940 AND PROJECTS
 RL1019'2 INCHES.  IT IS 10 FEET EAST OF A 14-INCH MAPLE TREE.
 RL1019'
 RL1019'REFERENCE MARK NO. 2 IS STAMPED BUSH NO. 2 1940 AND PROJECTS
 RL1019'6 INCHES.  IT IS 10 FEET WEST OF THE TRACK ROAD LEADING TO
 RL1019'THE STATION.
 RL1019'
 RL1019'THE AZIMUTH MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES.
 RL1019'IT IS 17 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD AND
 RL1019'ABOUT 4 FEET HIGHER THAN THE ROAD BED.  A 90-FOOT TOWER IS
 RL1019'NECESSARY TO SEE THE AZIMUTH MARK, DUE TO THE HEAVY GROWTH
 RL1019'OF TIMBER AROUND STATION.
 RL1019'
 RL1019'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL1019
 RL1019                          STATION RECOVERY (1948)
 RL1019
 RL1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL1019'8.4 MI NE FROM LAND O LAKES.
 RL1019'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1019'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1019'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1019'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO U.S.
 RL1019'HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL TO THE
 RL1019'TOP OF A WOODED HILL AND END OF TRAIL, IN A SMALL CLEARING, 147
 RL1019'FEET SOUTHEAST OF R.M. NO. 2, 116 FEET SOUTH-SOUTHWEST OF R.M.
 RL1019'NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1019
 RL1019                          STATION RECOVERY (1995)
 RL1019
 RL1019'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL1019'TO REACH STATION FROM THE INTERSECTION OF US 2 AND US 45 IN
 RL1019'WATERSMEET, PROCEED EASTERLY ON US 2 FOR 5.3 MILES (8.5 KM) TO A T
 RL1019'INTERSECTION WITH FR 3978 (IMP LAKE CAMPGROUND ROAD) .  TURN RIGHT AND
 RL1019'PROCEED SOUTHERLY 2.7 MILES (4.3 KM) TO THE INTERSECTION WITH FR 3940.
 RL1019'TURN RIGHT AND PROCEED WESTERLY 0.25 MILES (0.40 KM) TO A LOGGING ROAD
 RL1019'LEFT.  ROAD LEFT IS DRY WEATHER 4X4 ONLY AND BEARS S17E.  FOLLOW ROAD
 RL1019'FOR 505 FEET (153.9 M) TO WHERE IT TURNS SHARP LEFT.  THIS IS THE END
 RL1019'OF TRUCK TRAVEL.  FROM THIS POINT PROCEED ON FOOT.  S14 1/2 E (MAG.)
 RL1019'UPHILL, FOR 1310 FEET (399.3 M) TO THE STATION.  AZIMUTH MARK IS 0.1
 RL1019'MILES (0.2 KM) NORTH OF THE INTERSECTION OF FR 3978 AND FR 3940 AND 18
 RL1019'FEET (5.5 M) EAST OF THE CENTERLINE OF FR 3978. FROM STATION STEEL
 RL1019'RAIL BEARS S.05 W.  1.9 FT.FROM R.M.1 STEEL RAIL BEARS N.27 E.  1.35
 RL1019'FT.FROM R.M.2 STEEL RAIL BEARS N.51 W.  1.05 FT.FROM AZIMUTH MARK
 RL1019'STEEL RAIL BEARS S.83 E.  1.55 FT.
 RL1019
 RL1019                          STATION RECOVERY (2009)
 RL1019
 RL1019'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1019'THE STATION IS RECOVERED AS DESCRIBED EXCEPT THE STATION IS 1.5 FT
 RL1019'(0.5 M) NORTH OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0038 ***********************************************************************
 QK0038  DESIGNATION -  BUSH
 QK0038  PID         -  QK0038
 QK0038  STATE/COUNTY-  MI/MACKINAC
 QK0038  COUNTRY     -  US
 QK0038  USGS QUAD   -  CEDARVILLE (2017)
 QK0038
 QK0038                         *CURRENT SURVEY CONTROL
 QK0038  ______________________________________________________________________
 QK0038* NAD 83(1986) POSITION- 45 59 29.     (N) 084 16 10.     (W)   SCALED
 QK0038* NAVD 88 ORTHO HEIGHT -   177.559 (meters)      582.54  (feet) ADJUSTED
 QK0038  ______________________________________________________________________
 QK0038  GEOID HEIGHT    -        -36.199 (meters)                     GEOID18
 QK0038  DYNAMIC HEIGHT  -        177.564 (meters)      582.56  (feet) COMP
 QK0038  MODELED GRAVITY -    980,641.5   (mgal)                       NAVD 88
 QK0038
 QK0038  VERT ORDER      -  FIRST     CLASS 0
 QK0038
 QK0038.The horizontal coordinates were scaled from a map and have
 QK0038.an estimated accuracy of +/- 6 seconds.
 QK0038
 QK0038.The orthometric height was determined by differential leveling and
 QK0038.adjusted by the NATIONAL GEODETIC SURVEY
 QK0038.in June 1991.
 QK0038
 QK0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0038.GEOID18 height accuracy estimate available here.
 QK0038
 QK0038.Click photographs - Photos may exist for this station.
 QK0038
 QK0038.The dynamic height is computed by dividing the NAVD 88
 QK0038.geopotential number by the normal gravity value computed on the
 QK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0038.degrees latitude (g = 980.6199 gals.).
 QK0038
 QK0038.The modeled gravity was interpolated from observed gravity values.
 QK0038
 QK0038;                    North         East    Units  Estimated Accuracy
 QK0038;SPC MI N     -   137,910.    8,211,490.      MT  (+/- 180 meters Scaled)
 QK0038
 QK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR114967(NAD 83)
 QK0038
 QK0038                          SUPERSEDED SURVEY CONTROL
 QK0038
 QK0038.No superseded survey control is available for this station.
 QK0038
 QK0038_MARKER: B = BOLT
 QK0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0038_SP_SET: CULVERT HEADWALL
 QK0038_MARK LOGO: NONE
 QK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0038+STABILITY: SURFACE MOTION
 QK0038
 QK0038  HISTORY     - Date     Condition        Report By
 QK0038  HISTORY     - 1971     MONUMENTED       NOS
 QK0038  HISTORY     - 1972     GOOD             USLS
 QK0038  HISTORY     - 1983     GOOD             NGS
 QK0038  HISTORY     - 19940728 GOOD             USPSQD
 QK0038  HISTORY     - 19950712 GOOD             USPSQD
 QK0038  HISTORY     - 20010331 GOOD             NGS
 QK0038
 QK0038                          STATION DESCRIPTION
 QK0038
 QK0038'DESCRIBED BY US LAKE SURVEY 1972
 QK0038'4.9 MI E FROM CEDARVILLE.
 QK0038'BUSH IS IN MACKINAC COUNTY, MICHIGAN, 4.9 MILES EAST ALONG HIGHWAY
 QK0038'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0038'ROAD) IN CEDARVILLE, 0.6 MILES EAST OF U.S. STEEL CORP. RAILROAD
 QK0038'OVERPASS LEADING TO PORT DOLOMITE, 350 FEET WEST OF A ROADSIDE
 QK0038'PARK, 33 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 1.4 FEET
 QK0038'WEST OF EAST FACE AND 0.4 FOOT NORTH OF SOUTH FACE OF 10 FOOT
 QK0038'CONCRETE CULVERT ABUTMENT OVER BUSH CREEK, 4 FEET BELOW THE
 QK0038'ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0038'STEEL BOLT SET INTO THE TOP OF THE CULVERT.  NOTE-- PREV. DESIG.
 QK0038'BUSH 1971.
 QK0038
 QK0038                          STATION RECOVERY (1983)
 QK0038
 QK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0038'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 QK0038'(4.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0038'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0038'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.4 METER (1.4 FT) WEST
 QK0038'OF THE EAST END OF THE SOUTH HEADWALL, 10.05 METERS (33.0 FT) SOUTH OF
 QK0038'THE CENTERLINE OF THE HIGHWAY, AND 2.89 METERS (9.5 FT) EAST OF A
 QK0038'6-INCH DIAMETER WHITE WOOD POST PROJECTING 1.12 METERS (3.7 FT) ABOVE
 QK0038'THE GROUND.
 QK0038'THE MARK IS 1.2 M BELOW HIGHWAY.
 QK0038
 QK0038                          STATION RECOVERY (1994)
 QK0038
 QK0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0038'RECOVERED IN GOOD CONDITION.
 QK0038
 QK0038                          STATION RECOVERY (1995)
 QK0038
 QK0038'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0038'RECOVERED IN GOOD CONDITION.
 QK0038
 QK0038                          STATION RECOVERY (2001)
 QK0038
 QK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1022 ***********************************************************************
 RL1022  DESIGNATION -  BUSH AZ MK
 RL1022  PID         -  RL1022
 RL1022  STATE/COUNTY-  MI/GOGEBIC
 RL1022  COUNTRY     -  US
 RL1022  USGS QUAD   -  IMP LAKE (2017)
 RL1022
 RL1022                         *CURRENT SURVEY CONTROL
 RL1022  ______________________________________________________________________
 RL1022* NAD 83(1986) POSITION- 46 11 56.3    (N) 089 04 17.9    (W)   HD_HELD2
 RL1022* NAVD 88 ORTHO HEIGHT -   531.194 (meters)     1742.76  (feet) ADJUSTED
 RL1022  ______________________________________________________________________
 RL1022  GEOID HEIGHT    -        -31.434 (meters)                     GEOID18
 RL1022  DYNAMIC HEIGHT  -        531.200 (meters)     1742.78  (feet) COMP
 RL1022  MODELED GRAVITY -    980,608.7   (mgal)                       NAVD 88
 RL1022
 RL1022  VERT ORDER      -  SECOND    CLASS 0
 RL1022
 RL1022.The horizontal coordinates were established by autonomous hand held GPS
 RL1022.observations and have an estimated accuracy of +/- 10 meters.
 RL1022
 RL1022.The orthometric height was determined by differential leveling and
 RL1022.adjusted by the NATIONAL GEODETIC SURVEY
 RL1022.in June 1991.
 RL1022
 RL1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1022.GEOID18 height accuracy estimate available here.
 RL1022
 RL1022.Click photographs - Photos may exist for this station.
 RL1022
 RL1022.The dynamic height is computed by dividing the NAVD 88
 RL1022.geopotential number by the normal gravity value computed on the
 RL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1022.degrees latitude (g = 980.6199 gals.).
 RL1022
 RL1022.The modeled gravity was interpolated from observed gravity values.
 RL1022
 RL1022;                    North         East    Units  Estimated Accuracy
 RL1022;SPC MI N     -   159,429.    7,840,134.      MT  (+/- 10 meters HH2 GPS)
 RL1022
 RL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4016518241(NAD 83)
 RL1022
 RL1022                          SUPERSEDED SURVEY CONTROL
 RL1022
 RL1022  NGVD 29 (??/??/92)  531.212  (m)         1742.82   (f) ADJ UNCH    2 0
 RL1022
 RL1022.Superseded values are not recommended for survey control.
 RL1022
 RL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1022.See file dsdata.pdf to determine how the superseded data were derived.
 RL1022
 RL1022_MARKER: DZ = AZIMUTH MARK DISK
 RL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1022_STAMPING: BUSH 1940
 RL1022_MARK LOGO: CGS
 RL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1022+STABILITY: SURFACE MOTION
 RL1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1022+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 RL1022
 RL1022  HISTORY     - Date     Condition        Report By
 RL1022  HISTORY     - 1940     MONUMENTED       CGS
 RL1022  HISTORY     - 1948     GOOD             CGS
 RL1022  HISTORY     - 20050425 GOOD             GEOCAC
 RL1022
 RL1022                          STATION DESCRIPTION
 RL1022
 RL1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1022'8.5 MI NE FROM LAND O LAKES.
 RL1022'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1022'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, THENCE
 RL1022'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD TO LAC VIEUX DESERT,
 RL1022'THENCE ABOUT 2.2 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING
 RL1022'TO U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTH ALONG A ROAD
 RL1022'TO IMP LAKE AND LOOKOUT TOWER, 150 FEET NORTH-NORTHEAST OF THE
 RL1022'CENTER OF THE JUNCTION OF A TRAIL NORTHWEST, 137 FEET SOUTH
 RL1022'OF THE TOP OF A GRADE, 17 FEET EAST OF THE CENTER LINE OF THE
 RL1022'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 RL1022'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL1022'INCHES.
 RL1022
 RL1022                          STATION RECOVERY (2005)
 RL1022
 RL1022'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1022'IT IS LOCATED 0.1 MILE NORTH ALONG FR 3978 FROM THE JUNCTION WITH FR
 RL1022'3940 AND 1.9 FT EAST OF A EXISTING METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1020 ***********************************************************************
 RL1020  DESIGNATION -  BUSH RM 1
 RL1020  PID         -  RL1020
 RL1020  STATE/COUNTY-  MI/GOGEBIC
 RL1020  COUNTRY     -  US
 RL1020  USGS QUAD   -  IMP LAKE (2017)
 RL1020
 RL1020                         *CURRENT SURVEY CONTROL
 RL1020  ______________________________________________________________________
 RL1020* NAD 83(1986) POSITION- 46 11 31.12   (N) 089 04 29.36   (W)   HD_HELD1
 RL1020* NAVD 88 ORTHO HEIGHT -   560.983 (meters)     1840.49  (feet) ADJUSTED
 RL1020  ______________________________________________________________________
 RL1020  GEOID HEIGHT    -        -31.431 (meters)                     GEOID18
 RL1020  DYNAMIC HEIGHT  -        560.990 (meters)     1840.51  (feet) COMP
 RL1020  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 RL1020
 RL1020  VERT ORDER      -  SECOND    CLASS 0
 RL1020
 RL1020.The horizontal coordinates were determined by differentially corrected
 RL1020.hand held GPS observations or other comparable positioning techniques
 RL1020.and have an estimated accuracy of +/- 3 meters.
 RL1020
 RL1020.The orthometric height was determined by differential leveling and
 RL1020.adjusted by the NATIONAL GEODETIC SURVEY
 RL1020.in June 1991.
 RL1020
 RL1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1020.GEOID18 height accuracy estimate available here.
 RL1020
 RL1020.Click photographs - Photos may exist for this station.
 RL1020
 RL1020.The dynamic height is computed by dividing the NAVD 88
 RL1020.geopotential number by the normal gravity value computed on the
 RL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1020.degrees latitude (g = 980.6199 gals.).
 RL1020
 RL1020.The modeled gravity was interpolated from observed gravity values.
 RL1020
 RL1020;                    North         East    Units  Estimated Accuracy
 RL1020;SPC MI N     -   158,658.1   7,839,867.8     MT  (+/- 3 meters HH1 GPS) 
 RL1020
 RL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3989917470(NAD 83)
 RL1020
 RL1020                          SUPERSEDED SURVEY CONTROL
 RL1020
 RL1020  NGVD 29 (??/??/92)  561.002  (m)         1840.55   (f) ADJ UNCH    2 0
 RL1020
 RL1020.Superseded values are not recommended for survey control.
 RL1020
 RL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1020.See file dsdata.pdf to determine how the superseded data were derived.
 RL1020
 RL1020_MARKER: DR = REFERENCE MARK DISK
 RL1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1020_STAMPING: BUSH NO 1 1940
 RL1020_MARK LOGO: CGS
 RL1020_PROJECTION: PROJECTING 8 CENTIMETERS
 RL1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1020+STABILITY: SURFACE MOTION
 RL1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1020+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 RL1020
 RL1020  HISTORY     - Date     Condition        Report By
 RL1020  HISTORY     - 1940     MONUMENTED       CGS
 RL1020  HISTORY     - 1948     GOOD             CGS
 RL1020  HISTORY     - 20090617 GOOD             MIDT
 RL1020
 RL1020                          STATION DESCRIPTION
 RL1020
 RL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1020'8.4 MI NE FROM LAND O LAKES.
 RL1020'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1020'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1020'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1020'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1020'U.S. HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL
 RL1020'TO THE TOP OF A WOODED HILL AND END OF TRAIL, 116 FEET
 RL1020'NORTH-NORTHEAST OF THE STATION AND SET IN THE TOP OF A CONCRETE
 RL1020'POST PROJECTING 6 INCHES.
 RL1020
 RL1020                          STATION RECOVERY (2009)
 RL1020
 RL1020'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1020'THE STATION IS RECOVERED AS DESCRIBED EXCEPT, STATION IS 1.5 FT (0.5
 RL1020'M) SOUTH OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1021 ***********************************************************************
 RL1021  DESIGNATION -  BUSH RM 2
 RL1021  PID         -  RL1021
 RL1021  STATE/COUNTY-  MI/GOGEBIC
 RL1021  COUNTRY     -  US
 RL1021  USGS QUAD   -  IMP LAKE (2017)
 RL1021
 RL1021                         *CURRENT SURVEY CONTROL
 RL1021  ______________________________________________________________________
 RL1021* NAD 83(1986) POSITION- 46 11 31.19   (N) 089 04 31.41   (W)   HD_HELD1
 RL1021* NAVD 88 ORTHO HEIGHT -   561.547 (meters)     1842.34  (feet) ADJUSTED
 RL1021  ______________________________________________________________________
 RL1021  GEOID HEIGHT    -        -31.431 (meters)                     GEOID18
 RL1021  DYNAMIC HEIGHT  -        561.554 (meters)     1842.37  (feet) COMP
 RL1021  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 RL1021
 RL1021  VERT ORDER      -  SECOND    CLASS 0
 RL1021
 RL1021.The horizontal coordinates were determined by differentially corrected
 RL1021.hand held GPS observations or other comparable positioning techniques
 RL1021.and have an estimated accuracy of +/- 3 meters.
 RL1021
 RL1021.The orthometric height was determined by differential leveling and
 RL1021.adjusted by the NATIONAL GEODETIC SURVEY
 RL1021.in June 1991.
 RL1021
 RL1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1021.GEOID18 height accuracy estimate available here.
 RL1021
 RL1021.Click photographs - Photos may exist for this station.
 RL1021
 RL1021.The dynamic height is computed by dividing the NAVD 88
 RL1021.geopotential number by the normal gravity value computed on the
 RL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1021.degrees latitude (g = 980.6199 gals.).
 RL1021
 RL1021.The modeled gravity was interpolated from observed gravity values.
 RL1021
 RL1021;                    North         East    Units  Estimated Accuracy
 RL1021;SPC MI N     -   158,661.4   7,839,823.9     MT  (+/- 3 meters HH1 GPS) 
 RL1021
 RL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3985517473(NAD 83)
 RL1021
 RL1021                          SUPERSEDED SURVEY CONTROL
 RL1021
 RL1021  NGVD 29 (??/??/92)  561.566  (m)         1842.40   (f) ADJ UNCH    2 0
 RL1021
 RL1021.Superseded values are not recommended for survey control.
 RL1021
 RL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1021.See file dsdata.pdf to determine how the superseded data were derived.
 RL1021
 RL1021_MARKER: DR = REFERENCE MARK DISK
 RL1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1021_STAMPING: BUSH NO 2 1940
 RL1021_MARK LOGO: CGS
 RL1021_PROJECTION: PROJECTING 15 CENTIMETERS
 RL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1021+STABILITY: SURFACE MOTION
 RL1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1021+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 RL1021
 RL1021  HISTORY     - Date     Condition        Report By
 RL1021  HISTORY     - 1940     MONUMENTED       CGS
 RL1021  HISTORY     - 1948     GOOD             CGS
 RL1021  HISTORY     - 20090617 GOOD             MIDT
 RL1021
 RL1021                          STATION DESCRIPTION
 RL1021
 RL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1021'8.4 MI NE FROM LAND O LAKES.
 RL1021'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1021'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1021'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1021'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1021'U.S. HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL
 RL1021'TO THE TOP OF A WOODED HILL, 147 FEET NORTHWEST OF THE STATION
 RL1021'MARK, 9 FEET WEST OF THE CENTER LINE OF THE DIM TRAIL, ABOUT
 RL1021'50 YARDS NORTHWEST OF THE END OF THE TRAIL, ABOUT LEVEL WITH
 RL1021'THE TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL1021'INCHES.
 RL1021
 RL1021                          STATION RECOVERY (2009)
 RL1021
 RL1021'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1021'THE STATION IS RECOVERED AS DESCRIBED EXCEPT, STATION IS 1.5 FT (0.5
 RL1021'M) EAST OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0608 ***********************************************************************
 OL0608  DESIGNATION -  BUTTER
 OL0608  PID         -  OL0608
 OL0608  STATE/COUNTY-  MI/MASON
 OL0608  COUNTRY     -  US
 OL0608  USGS QUAD   -  LUDINGTON (2017)
 OL0608
 OL0608                         *CURRENT SURVEY CONTROL
 OL0608  ______________________________________________________________________
 OL0608* NAD 83(2011) POSITION- 43 56 50.35100(N) 086 27 18.59681(W)   NO CHECK
 OL0608* NAD 83(2011) ELLIP HT-   142.777 (meters)        (06/27/12)   NO CHECK
 OL0608* NAD 83(2011) EPOCH   -  2010.00
 OL0608* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) GPS OBS
 OL0608  ______________________________________________________________________
 OL0608  NAVD 88 orthometric height was determined with geoid model    GEOID90
 OL0608  GEOID HEIGHT    -        -34.870 (meters)                     GEOID90
 OL0608  GEOID HEIGHT    -        -35.439 (meters)                     GEOID18
 OL0608  NAD 83(2011) X  -    284,393.951 (meters)                     COMP
 OL0608  NAD 83(2011) Y  - -4,590,842.931 (meters)                     COMP
 OL0608  NAD 83(2011) Z  -  4,403,978.249 (meters)                     COMP
 OL0608  LAPLACE CORR    -          5.78  (seconds)                    DEFLEC18
 OL0608
 OL0608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0608  Standards:
 OL0608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0608  -------------------------------------------------------------------
 OL0608  NETWORK   62.99  68.66          17.98  30.14  35.03     -0.17410366
 OL0608  -------------------------------------------------------------------
 OL0608  Click here for local accuracies and other accuracy information.
 OL0608
 OL0608.The horizontal coordinates were established by GPS observations
 OL0608.and adjusted by the National Geodetic Survey in June 2012.
 OL0608
 OL0608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0608.been affixed to the stable North American tectonic plate. See 
 OL0608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0608
 OL0608.The horizontal coordinates are valid at the epoch date displayed above
 OL0608.which is a decimal equivalence of Year/Month/Day.
 OL0608
 OL0608.No horizontal observational check was made to the station.
 OL0608
 OL0608.The orthometric height was determined by GPS observations and a
 OL0608.high-resolution geoid model.
 OL0608
 OL0608.No vertical observational check was made to the station.
 OL0608
 OL0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0608.GEOID18 height accuracy estimate available here.
 OL0608
 OL0608.Click photographs - Photos may exist for this station.
 OL0608
 OL0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0608
 OL0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0608
 OL0608.The ellipsoidal height was determined by GPS observations
 OL0608.and is referenced to NAD 83.
 OL0608
 OL0608. The following values were computed from the NAD 83(2011) position.
 OL0608
 OL0608;                    North         East     Units Scale Factor Converg.
 OL0608;SPC MI C     -    72,239.698 5,832,349.352   MT  1.00006244   -1 28 31.2
 OL0608;SPC MI C     -   237,006.88 19,135,004.44   iFT  1.00006244   -1 28 31.2
 OL0608;UTM  16      - 4,866,166.050   543,720.256   MT  0.99962351   +0 22 41.2
 OL0608
 OL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0608!SPC MI C     -   0.99997761  x   1.00006244  =   1.00004005
 OL0608!UTM  16      -   0.99997761  x   0.99962351  =   0.99960113
 OL0608
 OL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4372066166(NAD 83)
 OL0608
 OL0608                          SUPERSEDED SURVEY CONTROL
 OL0608
 OL0608  NAD 83(2007)-  43 56 50.34954(N)    086 27 18.61648(W) AD(2002.00) 0
 OL0608  ELLIP H (02/10/07)  142.868  (m)                       GP(2002.00)    
 OL0608  ELLIP H (07/17/02)  143.033  (m)                       GP(       ) 4 1
 OL0608  NAD 83(1994)-  43 56 50.35173(N)    086 27 18.60699(W) AD(       ) 2
 OL0608  ELLIP H (02/03/97)  143.155  (m)                       GP(       ) 4 1
 OL0608  NAD 83(1986)-  43 56 50.35601(N)    086 27 18.61712(W) AD(       ) 2
 OL0608
 OL0608.Superseded values are not recommended for survey control.
 OL0608
 OL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0608.See file dsdata.pdf to determine how the superseded data were derived.
 OL0608
 OL0608_MARKER: DD = SURVEY DISK
 OL0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0608_STAMPING: BUTTER GPS 1991
 OL0608_MARK LOGO: NOS
 OL0608_PROJECTION: RECESSED 8 CENTIMETERS
 OL0608_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0608+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2023
 OL0608
 OL0608  HISTORY     - Date     Condition        Report By
 OL0608  HISTORY     - 1991     MONUMENTED       NOS
 OL0608  HISTORY     - 20031010 GOOD             USPSQD
 OL0608  HISTORY     - 20111026 GOOD             MCA
 OL0608  HISTORY     - 20160926 GOOD             GOUFRA
 OL0608  HISTORY     - 20230629 GOOD             MIDT
 OL0608
 OL0608                          STATION DESCRIPTION
 OL0608
 OL0608'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0608'STATION IS LOCATED 0.3 MI (0.48 KM) SOUTH OF LUDINGTON AT COMMUNITY OF
 OL0608'BUTTERSVILLE ON THE WEST SIDE OF PERE MARQUETTE LAKE.
 OL0608'TO REACH FROM OLD HWY 31 (S. PERE MARQUETTE HWY) AND IRIS RD. ABOUT
 OL0608'2.5 MI (4.02 KM) SE OF LUDINGTON,  GO WEST ON IRIS RD 1.6 MI
 OL0608'(2.57 KM) TO T-INTERSECTION. TURN RIGHT AND GO NORTH ON LAKESHORE DR.
 OL0608'2.0 MI (3.22 KM) TO STATION ON RIGHT.
 OL0608'STATION IS A STANDARD NOS ALUMINUM DISK STAMPED BUTTER GPS 1991
 OL0608'ATTACHED TO A FOUR FOOT ALUMINUM ROD THAT IS SURROUNDED BY A MASS OF
 OL0608'CONCRETE THAT IS FLUSH.  IT IS 27.2 M (89.24 FT) SOUTHWEST OF
 OL0608'SHORELINE, 19.2 M (62.99 FT) EAST OF CENTERLINE OF LAKESHORE DR, 12.7
 OL0608'M (41.67 FT) SOUTHEAST OF SOUTHEAST EDGE OF PARKING LOT, AND 11.0 M
 OL0608'(36.09 FT) NORTHWEST OF NORTHWEST CORNER OF SHED.
 OL0608'DESCRIBED BY LPH.
 OL0608
 OL0608                          STATION RECOVERY (2003)
 OL0608
 OL0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (ES)
 OL0608'RECOVERED IN GOOD CONDITION.
 OL0608
 OL0608                          STATION RECOVERY (2011)
 OL0608
 OL0608'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2011 (CCM)
 OL0608'RECOVERED IN GOOD CONDITION.
 OL0608
 OL0608                          STATION RECOVERY (2016)
 OL0608
 OL0608'RECOVERY NOTE BY GOURDIE FRASER INC. 2016 (TM)
 OL0608'CAUTION- MARK WAS RECOVERED AS DESCRIBED, PUBLISHED COORDINATES ARE
 OL0608'DOUBTFUL.
 OL0608
 OL0608                          STATION RECOVERY (2023)
 OL0608
 OL0608'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1198 ***********************************************************************
 RJ1198  DESIGNATION -  BVOR LUCE COUNTY ERY
 RJ1198  PID         -  RJ1198
 RJ1198  STATE/COUNTY-  MI/LUCE
 RJ1198  COUNTRY     -  US
 RJ1198  USGS QUAD   -  ROBERTS CORNER (2017)
 RJ1198
 RJ1198                         *CURRENT SURVEY CONTROL
 RJ1198  ______________________________________________________________________
 RJ1198* NAD 83(1994) POSITION- 46 18 44.82319(N) 085 27 48.90513(W)   ADJUSTED
 RJ1198* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) VERTCON3
 RJ1198  ______________________________________________________________________
 RJ1198  GEOID HEIGHT    -        -35.279 (meters)                     GEOID18
 RJ1198  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 RJ1198  HORZ ORDER      -  THIRD
 RJ1198
 RJ1198.This mark is at Luce Co Hale Airport (ERY)
 RJ1198
 RJ1198.The horizontal coordinates were established by classical geodetic methods
 RJ1198.and adjusted by the National Geodetic Survey in February 1997.
 RJ1198
 RJ1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1198
 RJ1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1198.GEOID18 height accuracy estimate available here.
 RJ1198
 RJ1198.Click photographs - Photos may exist for this station.
 RJ1198
 RJ1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1198
 RJ1198. The following values were computed from the NAD 83(1994) position.
 RJ1198
 RJ1198;                    North         East     Units Scale Factor Converg.
 RJ1198;SPC MI N     -   171,099.062 8,118,325.210   MT  0.99990295   +1 06 37.8
 RJ1198;SPC MI N     -   561,348.63 26,634,925.23   iFT  0.99990295   +1 06 37.8
 RJ1198;UTM  16      - 5,129,910.942   618,296.138   MT  0.99977202   +1 06 40.1
 RJ1198
 RJ1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1198!SPC MI N     -   0.99996398  x   0.99990295  =   0.99986694
 RJ1198!UTM  16      -   0.99996398  x   0.99977202  =   0.99973601
 RJ1198
 RJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1829629910(NAD 83)
 RJ1198
 RJ1198                          SUPERSEDED SURVEY CONTROL
 RJ1198
 RJ1198  NAD 83(1986)-  46 18 44.81943(N)    085 27 48.90615(W) AD(       ) 3
 RJ1198  NAD 27      -  46 18 44.82431(N)    085 27 48.51854(W) AD(       ) 3
 RJ1198  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 RJ1198
 RJ1198.Superseded values are not recommended for survey control.
 RJ1198
 RJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1198.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1198
 RJ1198
 RJ1198  HISTORY     - Date     Condition        Report By
 RJ1198  HISTORY     - 1975     MONUMENTED       NGS
 RJ1198
 RJ1198                          STATION DESCRIPTION
 RJ1198
 RJ1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1198'THE STATION IS LOCATED 3-1/2 MILES SOUTHEAST OF NEWBERRY AT THE
 RJ1198'LUCE COUNTY AIRPORT.
 RJ1198'
 RJ1198'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION UPPER
 RJ1198'1965, DISTANCE BEING 692.278 METERS OR (2271.25 FEET) NORTHWEST
 RJ1198'OF STATION UPPER.  THE STATION IS THE CENTER OF A ROUND BUILDING,
 RJ1198'WHICH IS ABOUT 10 FEET HIGH, PAINTED RED AND WHITE, WITH A WHITE
 RJ1198'INVERTED CONE SHAPED STRUCTURE ON ITS TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0142 ***********************************************************************
 RJ0142  DESIGNATION -  BYERS
 RJ0142  PID         -  RJ0142
 RJ0142  STATE/COUNTY-  MI/CHIPPEWA
 RJ0142  COUNTRY     -  US
 RJ0142  USGS QUAD   -  SHALLOWS (2017)
 RJ0142
 RJ0142                         *CURRENT SURVEY CONTROL
 RJ0142  ______________________________________________________________________
 RJ0142* NAD 83(1986) POSITION- 46 26 21.     (N) 084 24 02.     (W)   SCALED
 RJ0142* NAVD 88 ORTHO HEIGHT -   215.091 (meters)      705.68  (feet) ADJUSTED
 RJ0142  ______________________________________________________________________
 RJ0142  GEOID HEIGHT    -        -36.530 (meters)                     GEOID18
 RJ0142  DYNAMIC HEIGHT  -        215.103 (meters)      705.72  (feet) COMP
 RJ0142  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 RJ0142
 RJ0142  VERT ORDER      -  FIRST     CLASS 0
 RJ0142
 RJ0142.The horizontal coordinates were scaled from a map and have
 RJ0142.an estimated accuracy of +/- 6 seconds.
 RJ0142
 RJ0142.The orthometric height was determined by differential leveling and
 RJ0142.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0142.in June 1991.
 RJ0142
 RJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0142.GEOID18 height accuracy estimate available here.
 RJ0142
 RJ0142.Click photographs - Photos may exist for this station.
 RJ0142
 RJ0142.The dynamic height is computed by dividing the NAVD 88
 RJ0142.geopotential number by the normal gravity value computed on the
 RJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0142.degrees latitude (g = 980.6199 gals.).
 RJ0142
 RJ0142.The modeled gravity was interpolated from observed gravity values.
 RJ0142
 RJ0142;                    North         East    Units  Estimated Accuracy
 RJ0142;SPC MI N     -   187,310.    8,199,710.      MT  (+/- 180 meters Scaled)
 RJ0142
 RJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS996461(NAD 83)
 RJ0142
 RJ0142                          SUPERSEDED SURVEY CONTROL
 RJ0142
 RJ0142  NGVD 29 (??/??/92)  215.04   (m)          705.5    (f) COMPUTED    1 0
 RJ0142
 RJ0142.Superseded values are not recommended for survey control.
 RJ0142
 RJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0142.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0142
 RJ0142_MARKER: I = METAL ROD
 RJ0142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0142_PROJECTION: RECESSED 23 CENTIMETERS
 RJ0142_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0142+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 RJ0142
 RJ0142  HISTORY     - Date     Condition        Report By
 RJ0142  HISTORY     - 1971     MONUMENTED       NONE
 RJ0142  HISTORY     - 1972     GOOD             USLS
 RJ0142  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0142  HISTORY     - 20080813 GOOD             INDIV
 RJ0142
 RJ0142                          STATION DESCRIPTION
 RJ0142
 RJ0142'DESCRIBED BY US LAKE SURVEY 1972
 RJ0142'1.8 MI S FROM SAULT STE MARIE.
 RJ0142'BYERS IS IN CHIPPEWA COUNTY, MICHIGAN, 1.8 MILES SOUTH OF
 RJ0142'INTERSECTION OF BAKER AND 3-MILE (SAULT STE. MARIE CITY LIMIT)
 RJ0142'ROADS, 0.1 MILE SOUTH OF 4-1/2 MILE ROAD, 89 FEET WEST OF
 RJ0142'CENTERLINE OF BAKER ROAD, 41.8 FEET SOUTHWEST OF FENCE CORNER,
 RJ0142'41.1 FEET NORTHWEST OF UTILITY POLE NO. E3901, 21.8 FEET
 RJ0142'NORTHERLY OF SOUTHEAST CORNER OF GARAGE ON BYERS FARM, 12 FEET
 RJ0142'SOUTH OF EAST-WEST FENCE LINE, 3.5 FEET EAST ON NORTHEAST CORNER
 RJ0142'AND IN LINE WITH NORTH FACE OF GARAGE, 3/4-FOOT BELOW THE
 RJ0142'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0142'COPPER-COATED STEEL ROD, 35 FEET LONG.
 RJ0142
 RJ0142                          STATION RECOVERY (1983)
 RJ0142
 RJ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0142'NOT RECOVERED, GARAGE NOT FOUND IN AREA, BENCH MARK POSSIBLY TAKEN OUT
 RJ0142'OR COVERED OVER.
 RJ0142
 RJ0142                          STATION RECOVERY (2008)
 RJ0142
 RJ0142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CMP)
 RJ0142'MARK IS 90.5 FEET WEST OF THE CENTERLINE OF BAKER ROAD, 44.0 FEET
 RJ0142'NORTHWEST OF UTILITY POLE NO. 456/282, 21.8 FEET NORTHERLY OF
 RJ0142'SOUTHEAST CORNER OF GARAGE ON BYERS FARM (4692S BAKER ROAD), 5.3 FEET
 RJ0142'EAST OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF GARAGE, AND
 RJ0142'1.5 FEET BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1642 ***********************************************************************
 NF1642  DESIGNATION -  BYRON CTR BELL TEL MICROWAVE
 NF1642  PID         -  NF1642
 NF1642  STATE/COUNTY-  MI/KENT
 NF1642  COUNTRY     -  US
 NF1642  USGS QUAD   -  CUTLERVILLE (2017)
 NF1642
 NF1642                         *CURRENT SURVEY CONTROL
 NF1642  ______________________________________________________________________
 NF1642* NAD 83(1994) POSITION- 42 47 48.73547(N) 085 39 13.05257(W)   ADJUSTED
 NF1642  ______________________________________________________________________
 NF1642  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 NF1642  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 NF1642  HORZ ORDER      -  THIRD
 NF1642
 NF1642.The horizontal coordinates were established by classical geodetic methods
 NF1642.and adjusted by the National Geodetic Survey in February 1997.
 NF1642
 NF1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1642.GEOID18 height accuracy estimate available here.
 NF1642
 NF1642.Click photographs - Photos may exist for this station.
 NF1642
 NF1642.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1642
 NF1642. The following values were computed from the NAD 83(1994) position.
 NF1642
 NF1642;                    North         East     Units Scale Factor Converg.
 NF1642;SPC MI S     -   144,857.482 3,894,728.871   MT  0.99990806   -0 52 32.9
 NF1642;SPC MI S     -   475,254.21 12,777,981.86   iFT  0.99990806   -0 52 32.9
 NF1642;UTM  16      - 4,739,137.042   610,102.353   MT  0.99974914   +0 54 53.4
 NF1642
 NF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1010239137(NAD 83)
 NF1642
 NF1642                          SUPERSEDED SURVEY CONTROL
 NF1642
 NF1642  NAD 83(1986)-  42 47 48.73487(N)    085 39 13.06777(W) AD(       ) 3
 NF1642  NAD 27      -  42 47 48.62431(N)    085 39 12.97831(W) AD(       ) 3
 NF1642
 NF1642.Superseded values are not recommended for survey control.
 NF1642
 NF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1642.See file dsdata.pdf to determine how the superseded data were derived.
 NF1642
 NF1642_MARKER: 44 = MICROWAVE MAST
 NF1642
 NF1642  HISTORY     - Date     Condition        Report By
 NF1642  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1642
 NF1642                          STATION DESCRIPTION
 NF1642
 NF1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1642'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE CENTER OF GRAND
 NF1642'RAPIDS, 6-1/2
 NF1642'MILES WEST-NORTHWEST OF CALEDONIA, 3 MILES EAST OF BYRON
 NF1642'CENTER AND OWNED BY BELL
 NF1642'TELEPHONE COMPANY.
 NF1642'
 NF1642'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF1642'MAIN STREET FOR
 NF1642'0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF1642'SCHOOL AVENUE FOR 100 FEET TO A
 NF1642'T-ROAD.  TURN RIGHT AND GO WEST ON
 NF1642'JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN
 NF1642'RIGHT AND GO NORTH ON
 NF1642'KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 NF1642'ON 92J STREET SE
 NF1642'FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).  CONTINUE
 NF1642'WEST ON 92ND STREET FOR 0.45 MILE
 NF1642'TO THE STATION ON THE LEFT.
 NF1642'
 NF1642'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 NF1642'OF RED AND WHITE
 NF1642'AND HAS AN OVER-ALL HEIGHT OF 245 FEET.
 NF1642'
 NF1642'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MICROWAVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1643 ***********************************************************************
 NF1643  DESIGNATION -  BYRON CTR DARLING TRUCK MAST
 NF1643  PID         -  NF1643
 NF1643  STATE/COUNTY-  MI/KENT
 NF1643  COUNTRY     -  US
 NF1643  USGS QUAD   -  CUTLERVILLE (2017)
 NF1643
 NF1643                         *CURRENT SURVEY CONTROL
 NF1643  ______________________________________________________________________
 NF1643* NAD 83(1994) POSITION- 42 47 47.99373(N) 085 39 00.16725(W)   ADJUSTED
 NF1643  ______________________________________________________________________
 NF1643  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 NF1643  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 NF1643  HORZ ORDER      -  THIRD
 NF1643
 NF1643.The horizontal coordinates were established by classical geodetic methods
 NF1643.and adjusted by the National Geodetic Survey in February 1997.
 NF1643
 NF1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1643.GEOID18 height accuracy estimate available here.
 NF1643
 NF1643.Click photographs - Photos may exist for this station.
 NF1643
 NF1643.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1643
 NF1643. The following values were computed from the NAD 83(1994) position.
 NF1643
 NF1643;                    North         East     Units Scale Factor Converg.
 NF1643;SPC MI S     -   144,830.129 3,895,021.276   MT  0.99990806   -0 52 24.2
 NF1643;SPC MI S     -   475,164.47 12,778,941.19   iFT  0.99990806   -0 52 24.2
 NF1643;UTM  16      - 4,739,118.842   610,395.424   MT  0.99974993   +0 55 02.1
 NF1643
 NF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1039539118(NAD 83)
 NF1643
 NF1643                          SUPERSEDED SURVEY CONTROL
 NF1643
 NF1643  NAD 83(1986)-  42 47 47.99349(N)    085 39 00.18102(W) AD(       ) 3
 NF1643  NAD 27      -  42 47 47.88278(N)    085 39 00.09288(W) AD(       ) 3
 NF1643
 NF1643.Superseded values are not recommended for survey control.
 NF1643
 NF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1643.See file dsdata.pdf to determine how the superseded data were derived.
 NF1643
 NF1643_MARKER: 42 = RADIO/TV MAST
 NF1643
 NF1643  HISTORY     - Date     Condition        Report By
 NF1643  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1643  HISTORY     - 19991009 GOOD             USPSQD
 NF1643
 NF1643                          STATION DESCRIPTION
 NF1643
 NF1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1643'THE STATION IS LOCATED ON A HIGH HILL LOCALLY KNOWN AS DIAS HILL
 NF1643'AND OWNED BY THE
 NF1643'DARLING TRUCKING COMPANY OF GRAND RAPIDS, MICHIGAN.  IT
 NF1643'IS LOCATED ABOUT 12 MILES SOUTH OF
 NF1643'THE CENTER OF GRAND RAPIDS, 6-1/2 MILES
 NF1643'WEST-NORTHWEST OF CALEDONIA AND 3 MILES EAST OF BYRON
 NF1643'CENTER.
 NF1643'
 NF1643'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF1643'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON
 NF1643'SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST
 NF1643'ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO
 NF1643'NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NF1643'WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).
 NF1643'CONTINUE WEST ON 92ND STREET FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 NF1643'LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO THE STATION.
 NF1643'
 NF1643'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 NF1643'OF RED AND WHITE
 NF1643'AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 NF1643'
 NF1643'THE POINT INTERSECTED WAS THE CENTER OF THE BASE OF THE TOWER.
 NF1643'
 NF1643'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DIAS 2,
 NF1643'THE DISTANCES
 NF1643'BEING 68.52 FEET OR 20.882 METERS.
 NF1643
 NF1643                          STATION RECOVERY (1999)
 NF1643
 NF1643'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0077 ***********************************************************************
 NF0077  DESIGNATION -  C
 NF0077  PID         -  NF0077
 NF0077  STATE/COUNTY-  MI/INGHAM
 NF0077  COUNTRY     -  US
 NF0077  USGS QUAD   -  EAST LANSING (2017)
 NF0077
 NF0077                         *CURRENT SURVEY CONTROL
 NF0077  ______________________________________________________________________
 NF0077* NAD 83(1986) POSITION- 42 42 43.     (N) 084 27 44.     (W)   SCALED
 NF0077* NAVD 88 ORTHO HEIGHT -   262.01  (+/-2cm)      859.6   (feet) VERTCON3
 NF0077  ______________________________________________________________________
 NF0077  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 NF0077  VERT ORDER      -  ? (See Below)
 NF0077
 NF0077.The horizontal coordinates were scaled from a map and have
 NF0077.an estimated accuracy of +/- 6 seconds.
 NF0077
 NF0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0077
 NF0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0077.GEOID18 height accuracy estimate available here.
 NF0077
 NF0077.The vertical order pertains to the NGVD 29 superseded value.
 NF0077
 NF0077.Click photographs - Photos may exist for this station.
 NF0077
 NF0077;                    North         East    Units  Estimated Accuracy
 NF0077;SPC MI S     -   134,620.    3,992,170.      MT  (+/- 180 meters Scaled)
 NF0077
 NF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN078319(NAD 83)
 NF0077
 NF0077                          SUPERSEDED SURVEY CONTROL
 NF0077
 NF0077  NGVD 29 (??/??/92)  262.146  (m)          860.06   (f) ADJ UNCH       
 NF0077
 NF0077.Superseded values are not recommended for survey control.
 NF0077
 NF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0077.See file dsdata.pdf to determine how the superseded data were derived.
 NF0077
 NF0077_MARKER: DD = SURVEY DISK
 NF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0077_STAMPING: C
 NF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0077+STABILITY: SURFACE MOTION
 NF0077
 NF0077  HISTORY     - Date     Condition        Report By
 NF0077  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0077  HISTORY     - 1932     GOOD             MISCOL
 NF0077  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0077  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0077  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0077
 NF0077                          STATION DESCRIPTION
 NF0077
 NF0077'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0077'AT EAST LANSING.
 NF0077'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0077'FARM, AT THE INTERSECTION OF MOUNT HOPE AND HAGARDORN ROADS,
 NF0077'85.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK FARM
 NF0077'HOUSE, 24.5 FEET NORTH OF THE CENTERLINE OF MOUNT HOPE ROAD,
 NF0077'AND 21.5 FEET WEST OF THE CENTERLINE OF HAGARDORN ROAD.  A
 NF0077'MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED C AND SET IN THE
 NF0077'TOP OF A CONCRETE POST.
 NF0077
 NF0077                          STATION RECOVERY (1978)
 NF0077
 NF0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0077'MARK NOT FOUND.
 NF0077
 NF0077                          STATION RECOVERY (1989)
 NF0077
 NF0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0077'MARK NOT FOUND.
 NF0077
 NF0077                          STATION RECOVERY (2003)
 NF0077
 NF0077'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0108 ***********************************************************************
 OJ0108  DESIGNATION -  C 100
 OJ0108  PID         -  OJ0108
 OJ0108  STATE/COUNTY-  MI/SANILAC
 OJ0108  COUNTRY     -  US
 OJ0108  USGS QUAD   -  YALE (2017)
 OJ0108
 OJ0108                         *CURRENT SURVEY CONTROL
 OJ0108  ______________________________________________________________________
 OJ0108* NAD 83(1986) POSITION- 43 09 32.     (N) 082 48 56.     (W)   SCALED
 OJ0108* NAVD 88 ORTHO HEIGHT -   244.623 (meters)      802.57  (feet) ADJUSTED
 OJ0108  ______________________________________________________________________
 OJ0108  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 OJ0108  DYNAMIC HEIGHT  -        244.567 (meters)      802.38  (feet) COMP
 OJ0108  MODELED GRAVITY -    980,385.6   (mgal)                       NAVD 88
 OJ0108
 OJ0108  VERT ORDER      -  SECOND    CLASS 0
 OJ0108
 OJ0108.The horizontal coordinates were scaled from a map and have
 OJ0108.an estimated accuracy of +/- 6 seconds.
 OJ0108
 OJ0108.The orthometric height was determined by differential leveling and
 OJ0108.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0108.in June 1991.
 OJ0108
 OJ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0108.GEOID18 height accuracy estimate available here.
 OJ0108
 OJ0108.Click photographs - Photos may exist for this station.
 OJ0108
 OJ0108.The dynamic height is computed by dividing the NAVD 88
 OJ0108.geopotential number by the normal gravity value computed on the
 OJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0108.degrees latitude (g = 980.6199 gals.).
 OJ0108
 OJ0108.The modeled gravity was interpolated from observed gravity values.
 OJ0108
 OJ0108;                    North         East    Units  Estimated Accuracy
 OJ0108;SPC MI S     -   185,430.    4,126,140.      MT  (+/- 180 meters Scaled)
 OJ0108
 OJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH523800(NAD 83)
 OJ0108
 OJ0108                          SUPERSEDED SURVEY CONTROL
 OJ0108
 OJ0108  NGVD 29 (??/??/92)  244.744  (m)          802.96   (f) ADJ UNCH    2 0
 OJ0108
 OJ0108.Superseded values are not recommended for survey control.
 OJ0108
 OJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0108.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0108
 OJ0108_MARKER: DB = BENCH MARK DISK
 OJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0108_STAMPING: C 100 1934
 OJ0108_MARK LOGO: CGS
 OJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0108+STABILITY: SURFACE MOTION
 OJ0108
 OJ0108  HISTORY     - Date     Condition        Report By
 OJ0108  HISTORY     - 1934     MONUMENTED       CGS
 OJ0108  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0108  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0108
 OJ0108                          STATION DESCRIPTION
 OJ0108
 OJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0108'2 MI N FROM YALE.
 OJ0108'IN SANILAC COUNTY, 2.0 MILES NORTH ALONG THE CHESAPEAKE AND
 OJ0108'OHIO RAILWAY FROM THE STATION AT YALE, ST. CLAIR COUNTY, AT A
 OJ0108'DIRT-ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OJ0108'28 FEET WEST OF THE WEST RAIL, 4 FEET NORTHEAST OF A FENCE
 OJ0108'CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0108'C 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0108
 OJ0108                          STATION RECOVERY (1994)
 OJ0108
 OJ0108'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0373 ***********************************************************************
 OJ0373  DESIGNATION -  C 101
 OJ0373  PID         -  OJ0373
 OJ0373  STATE/COUNTY-  MI/TUSCOLA
 OJ0373  COUNTRY     -  US
 OJ0373  USGS QUAD   -  VASSAR (2017)
 OJ0373
 OJ0373                         *CURRENT SURVEY CONTROL
 OJ0373  ______________________________________________________________________
 OJ0373* NAD 83(1986) POSITION- 43 21 59.     (N) 083 33 24.     (W)   SCALED
 OJ0373* NAVD 88 ORTHO HEIGHT -   199.618 (meters)      654.91  (feet) ADJUSTED
 OJ0373  ______________________________________________________________________
 OJ0373  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 OJ0373  DYNAMIC HEIGHT  -        199.575 (meters)      654.77  (feet) COMP
 OJ0373  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 OJ0373
 OJ0373  VERT ORDER      -  SECOND    CLASS 0
 OJ0373
 OJ0373.The horizontal coordinates were scaled from a map and have
 OJ0373.an estimated accuracy of +/- 6 seconds.
 OJ0373
 OJ0373.The orthometric height was determined by differential leveling and
 OJ0373.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0373.in June 1991.
 OJ0373
 OJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0373.GEOID18 height accuracy estimate available here.
 OJ0373
 OJ0373.Click photographs - Photos may exist for this station.
 OJ0373
 OJ0373.The dynamic height is computed by dividing the NAVD 88
 OJ0373.geopotential number by the normal gravity value computed on the
 OJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0373.degrees latitude (g = 980.6199 gals.).
 OJ0373
 OJ0373.The modeled gravity was interpolated from observed gravity values.
 OJ0373
 OJ0373;                    North         East    Units  Estimated Accuracy
 OJ0373;SPC MI S     -   207,630.    4,065,650.      MT  (+/- 180 meters Scaled)
 OJ0373
 OJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ928046(NAD 83)
 OJ0373
 OJ0373                          SUPERSEDED SURVEY CONTROL
 OJ0373
 OJ0373  NGVD 29 (??/??/92)  199.776  (m)          655.43   (f) ADJ UNCH    2 0
 OJ0373
 OJ0373.Superseded values are not recommended for survey control.
 OJ0373
 OJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0373
 OJ0373_MARKER: DB = BENCH MARK DISK
 OJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0373_STAMPING: C 101 1934
 OJ0373_MARK LOGO: CGS
 OJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0373+STABILITY: SURFACE MOTION
 OJ0373
 OJ0373  HISTORY     - Date     Condition        Report By
 OJ0373  HISTORY     - 1934     MONUMENTED       CGS
 OJ0373  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0373  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0373
 OJ0373                          STATION DESCRIPTION
 OJ0373
 OJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0373'1 MI E FROM VASSAR.
 OJ0373'1.0 MILE EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0373'AT VASSAR, TUSCOLA COUNTY, 40 YARDS NORTHWEST OF THE NORTHWEST
 OJ0373'CORNER OF A TWO-STORY HOUSE OF A.F. OSS, AT A ROAD CROSSING,
 OJ0373'87 FEET SOUTHWEST OF THE INTERSECTION OF THE SOUTH RAIL AND THE
 OJ0373'CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE SOUTH RAIL, 2.7
 OJ0373'FEET NORTH OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 OJ0373'DISK, STAMPED C 101 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0373
 OJ0373                          STATION RECOVERY (1999)
 OJ0373
 OJ0373'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0089 ***********************************************************************
 OJ0089  DESIGNATION -  C 102
 OJ0089  PID         -  OJ0089
 OJ0089  STATE/COUNTY-  MI/SANILAC
 OJ0089  COUNTRY     -  US
 OJ0089  USGS QUAD   -  SANDUSKY (2017)
 OJ0089
 OJ0089                         *CURRENT SURVEY CONTROL
 OJ0089  ______________________________________________________________________
 OJ0089* NAD 83(1986) POSITION- 43 25 23.     (N) 082 46 05.     (W)   SCALED
 OJ0089* NAVD 88 ORTHO HEIGHT -   231.512 (meters)      759.55  (feet) ADJUSTED
 OJ0089  ______________________________________________________________________
 OJ0089  GEOID HEIGHT    -        -34.464 (meters)                     GEOID18
 OJ0089  DYNAMIC HEIGHT  -        231.465 (meters)      759.40  (feet) COMP
 OJ0089  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 OJ0089
 OJ0089  VERT ORDER      -  SECOND    CLASS 0
 OJ0089
 OJ0089.The horizontal coordinates were scaled from a map and have
 OJ0089.an estimated accuracy of +/- 6 seconds.
 OJ0089
 OJ0089.The orthometric height was determined by differential leveling and
 OJ0089.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0089.in June 1991.
 OJ0089
 OJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0089.GEOID18 height accuracy estimate available here.
 OJ0089
 OJ0089.Click photographs - Photos may exist for this station.
 OJ0089
 OJ0089.The dynamic height is computed by dividing the NAVD 88
 OJ0089.geopotential number by the normal gravity value computed on the
 OJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0089.degrees latitude (g = 980.6199 gals.).
 OJ0089
 OJ0089.The modeled gravity was interpolated from observed gravity values.
 OJ0089
 OJ0089;                    North         East    Units  Estimated Accuracy
 OJ0089;SPC MI S     -   214,840.    4,129,440.      MT  (+/- 180 meters Scaled)
 OJ0089
 OJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ568093(NAD 83)
 OJ0089
 OJ0089                          SUPERSEDED SURVEY CONTROL
 OJ0089
 OJ0089  NGVD 29 (??/??/92)  231.640  (m)          759.97   (f) ADJ UNCH    2 0
 OJ0089
 OJ0089.Superseded values are not recommended for survey control.
 OJ0089
 OJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0089.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0089
 OJ0089_MARKER: DB = BENCH MARK DISK
 OJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0089_STAMPING: C 102 1934
 OJ0089_MARK LOGO: CGS
 OJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0089+STABILITY: SURFACE MOTION
 OJ0089
 OJ0089  HISTORY     - Date     Condition        Report By
 OJ0089  HISTORY     - 1934     MONUMENTED       CGS
 OJ0089  HISTORY     - 1938     GOOD             CGS
 OJ0089  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0089  HISTORY     - 20210720 MARK NOT FOUND   MIDT
 OJ0089
 OJ0089                          STATION DESCRIPTION
 OJ0089
 OJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OJ0089'3.2 MI E FROM SANDUSKY.
 OJ0089'3.2 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COURTHOUSE AT
 OJ0089'SANDUSKY, SANILAC COUNTY, 140 YARDS WEST OF THE WEST END OF A
 OJ0089'CONCRETE CULVERT, 114 YARDS EAST OF THE NORTHEAST CORNER OF A
 OJ0089'WELL SHED, 25.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OJ0089'2.6 FEET NORTH OF A WIRE FENCE LINE, AND 1 FOOT LOWER THAN THE
 OJ0089'HIGHWAY.  A STANDARD DISK, STAMPED C 102 1934 AND SET IN THE
 OJ0089'TOP OF A CONCRETE POST.
 OJ0089
 OJ0089                          STATION RECOVERY (1994)
 OJ0089
 OJ0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0089'MARK NOT FOUND.
 OJ0089
 OJ0089                          STATION RECOVERY (2021)
 OJ0089
 OJ0089'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0051 ***********************************************************************
 OK0051  DESIGNATION -  C 103
 OK0051  PID         -  OK0051
 OK0051  STATE/COUNTY-  MI/GRATIOT
 OK0051  COUNTRY     -  US
 OK0051  USGS QUAD   -  ASHLEY (2017)
 OK0051
 OK0051                         *CURRENT SURVEY CONTROL
 OK0051  ______________________________________________________________________
 OK0051* NAD 83(1986) POSITION- 43 12 17.     (N) 084 29 39.     (W)   SCALED
 OK0051* NAVD 88 ORTHO HEIGHT -   207.779 (meters)      681.69  (feet) ADJUSTED
 OK0051  ______________________________________________________________________
 OK0051  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 OK0051  DYNAMIC HEIGHT  -        207.738 (meters)      681.55  (feet) COMP
 OK0051  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 OK0051
 OK0051  VERT ORDER      -  SECOND    CLASS 0
 OK0051
 OK0051.The horizontal coordinates were scaled from a map and have
 OK0051.an estimated accuracy of +/- 6 seconds.
 OK0051
 OK0051.The orthometric height was determined by differential leveling and
 OK0051.adjusted by the NATIONAL GEODETIC SURVEY
 OK0051.in June 1991.
 OK0051
 OK0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0051.GEOID18 height accuracy estimate available here.
 OK0051
 OK0051.Click photographs - Photos may exist for this station.
 OK0051
 OK0051.The dynamic height is computed by dividing the NAVD 88
 OK0051.geopotential number by the normal gravity value computed on the
 OK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0051.degrees latitude (g = 980.6199 gals.).
 OK0051
 OK0051.The modeled gravity was interpolated from observed gravity values.
 OK0051
 OK0051;                    North         East    Units  Estimated Accuracy
 OK0051;SPC MI S     -   189,370.    3,989,640.      MT  (+/- 180 meters Scaled)
 OK0051
 OK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN035865(NAD 83)
 OK0051
 OK0051                          SUPERSEDED SURVEY CONTROL
 OK0051
 OK0051  NGVD 29 (??/??/92)  207.943  (m)          682.23   (f) ADJ UNCH    2 0
 OK0051
 OK0051.Superseded values are not recommended for survey control.
 OK0051
 OK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0051.See file dsdata.pdf to determine how the superseded data were derived.
 OK0051
 OK0051_MARKER: DB = BENCH MARK DISK
 OK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0051_STAMPING: C 103 1934
 OK0051_MARK LOGO: CGS
 OK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0051+STABILITY: SURFACE MOTION
 OK0051
 OK0051  HISTORY     - Date     Condition        Report By
 OK0051  HISTORY     - 1934     MONUMENTED       CGS
 OK0051  HISTORY     - 20010620 GOOD             USPSQD
 OK0051
 OK0051                          STATION DESCRIPTION
 OK0051
 OK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0051'1.4 MI NW FROM ASHLEY.
 OK0051'1.4 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0051'AT ASHLEY, GRATIOT COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 130,
 OK0051'25 YARDS WEST OF A ROAD CROSSING, 8 YARDS WEST OF THE WEST RAIL,
 OK0051'3 YARDS EAST OF A POWER TRANSMISSION LINE POLE, AND 3 FEET
 OK0051'LOWER THEN THE TOP OF RAIL.  A STANDARD DISK, STAMPED C 103 1934
 OK0051'AND SET IN THE TOP OF A CONCRETE POST.
 OK0051
 OK0051                          STATION RECOVERY (2001)
 OK0051
 OK0051'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0014 ***********************************************************************
 NF0014  DESIGNATION -  C 104
 NF0014  PID         -  NF0014
 NF0014  STATE/COUNTY-  MI/INGHAM
 NF0014  COUNTRY     -  US
 NF0014  USGS QUAD   -  DANSVILLE (2017)
 NF0014
 NF0014                         *CURRENT SURVEY CONTROL
 NF0014  ______________________________________________________________________
 NF0014* NAD 83(1986) POSITION- 42 36 03.     (N) 084 17 57.     (W)   SCALED
 NF0014* NAVD 88 ORTHO HEIGHT -   288.548 (meters)      946.68  (feet) ADJUSTED
 NF0014  ______________________________________________________________________
 NF0014  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 NF0014  DYNAMIC HEIGHT  -        288.465 (meters)      946.41  (feet) COMP
 NF0014  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 NF0014
 NF0014  VERT ORDER      -  SECOND    CLASS 0
 NF0014
 NF0014.The horizontal coordinates were scaled from a map and have
 NF0014.an estimated accuracy of +/- 6 seconds.
 NF0014
 NF0014.The orthometric height was determined by differential leveling and
 NF0014.adjusted by the NATIONAL GEODETIC SURVEY
 NF0014.in June 1991.
 NF0014
 NF0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0014.GEOID18 height accuracy estimate available here.
 NF0014
 NF0014.Click photographs - Photos may exist for this station.
 NF0014
 NF0014.The dynamic height is computed by dividing the NAVD 88
 NF0014.geopotential number by the normal gravity value computed on the
 NF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0014.degrees latitude (g = 980.6199 gals.).
 NF0014
 NF0014.The modeled gravity was interpolated from observed gravity values.
 NF0014
 NF0014;                    North         East    Units  Estimated Accuracy
 NF0014;SPC MI S     -   122,280.    4,005,540.      MT  (+/- 180 meters Scaled)
 NF0014
 NF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN215200(NAD 83)
 NF0014
 NF0014                          SUPERSEDED SURVEY CONTROL
 NF0014
 NF0014  NGVD 29 (??/??/92)  288.676  (m)          947.10   (f) ADJ UNCH    2 0
 NF0014
 NF0014.Superseded values are not recommended for survey control.
 NF0014
 NF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0014.See file dsdata.pdf to determine how the superseded data were derived.
 NF0014
 NF0014_MARKER: DB = BENCH MARK DISK
 NF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0014_STAMPING: C 104 1934
 NF0014_MARK LOGO: CGS
 NF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0014+STABILITY: SURFACE MOTION
 NF0014
 NF0014  HISTORY     - Date     Condition        Report By
 NF0014  HISTORY     - 1934     MONUMENTED       CGS
 NF0014  HISTORY     - 1977     GOOD             NGS
 NF0014  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0014  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0014
 NF0014                          STATION DESCRIPTION
 NF0014
 NF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0014'10.4 MI E FROM MASON.
 NF0014'10.4 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0014'AT MASON, INGHAM COUNTY, 42 FEET SOUTHWEST OF THE CENTER OF
 NF0014'THE INTERSECTION WITH COUNTY HIGHWAY 497, 26.5 FEET SOUTH OF
 NF0014'THE CENTERLINE OF COUNTY HIGHWAY 428, 6 FEET NORTH OF A 12-INCH
 NF0014'MAPLE TREE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NF0014'STAMPED C 104 1934 AND SET IN THE TOP OF A CONCRETE
 NF0014'POST.
 NF0014
 NF0014                          STATION RECOVERY (1977)
 NF0014
 NF0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0014'10.4 MILES EAST OF THE COURTHOUSE AT MASON, 42 FEET SOUTHWEST OF THE
 NF0014'INTERSECTION WITH COUNTY ROADS, HOWELL RD. AND WILLIAMSTON RD., 26.5
 NF0014'FEET SOUTH OF HOWELL RD.
 NF0014
 NF0014                          STATION RECOVERY (2003)
 NF0014
 NF0014'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0014'MARK NOT FOUND.
 NF0014
 NF0014                          STATION RECOVERY (2005)
 NF0014
 NF0014'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0014'WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0726 ***********************************************************************
 NE0726  DESIGNATION -  C 106
 NE0726  PID         -  NE0726
 NE0726  STATE/COUNTY-  MI/WASHTENAW
 NE0726  COUNTRY     -  US
 NE0726  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE0726
 NE0726                         *CURRENT SURVEY CONTROL
 NE0726  ______________________________________________________________________
 NE0726* NAD 83(1986) POSITION- 42 16 37.     (N) 083 45 01.     (W)   SCALED
 NE0726* NAVD 88 ORTHO HEIGHT -   246.911 (meters)      810.07  (feet) ADJUSTED
 NE0726  ______________________________________________________________________
 NE0726  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 NE0726  DYNAMIC HEIGHT  -        246.832 (meters)      809.81  (feet) COMP
 NE0726  MODELED GRAVITY -    980,299.1   (mgal)                       NAVD 88
 NE0726
 NE0726  VERT ORDER      -  SECOND    CLASS 0
 NE0726
 NE0726.The horizontal coordinates were scaled from a map and have
 NE0726.an estimated accuracy of +/- 6 seconds.
 NE0726
 NE0726.The orthometric height was determined by differential leveling and
 NE0726.adjusted by the NATIONAL GEODETIC SURVEY
 NE0726.in June 1991.
 NE0726
 NE0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0726.GEOID18 height accuracy estimate available here.
 NE0726
 NE0726.Click photographs - Photos may exist for this station.
 NE0726
 NE0726.The dynamic height is computed by dividing the NAVD 88
 NE0726.geopotential number by the normal gravity value computed on the
 NE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0726.degrees latitude (g = 980.6199 gals.).
 NE0726
 NE0726.The modeled gravity was interpolated from observed gravity values.
 NE0726
 NE0726;                    North         East    Units  Estimated Accuracy
 NE0726;SPC MI S     -    86,490.    4,050,840.      MT  (+/- 180 meters Scaled)
 NE0726
 NE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732841(NAD 83)
 NE0726
 NE0726                          SUPERSEDED SURVEY CONTROL
 NE0726
 NE0726  NGVD 29 (??/??/92)  247.030  (m)          810.46   (f) ADJ UNCH    2 0
 NE0726
 NE0726.Superseded values are not recommended for survey control.
 NE0726
 NE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0726.See file dsdata.pdf to determine how the superseded data were derived.
 NE0726
 NE0726_MARKER: DB = BENCH MARK DISK
 NE0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0726_STAMPING: 810.464 C 106 1934
 NE0726_MARK LOGO: CGS
 NE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0726+STABILITY: SURFACE MOTION
 NE0726
 NE0726  HISTORY     - Date     Condition        Report By
 NE0726  HISTORY     - 1934     MONUMENTED       CGS
 NE0726  HISTORY     - 1945     GOOD             CGS
 NE0726  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0726  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0726
 NE0726                          STATION DESCRIPTION
 NE0726
 NE0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NE0726'AT ANN ARBOR.
 NE0726'AT ANN ARBOR, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 25
 NE0726'YARDS SOUTH OF THE SOUTH END OF THE MAIN SECTION OF THE STATION, 42
 NE0726'YARDS NORTHEAST OF THE CROSSING OF THE CENTERLINE OF ASHLEY STREET
 NE0726'AND THE EAST RAIL OF THE MAIN TRACK, AND 17.3 FEET EAST OF THE
 NE0726'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 810.464
 NE0726'C 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0726
 NE0726                          STATION RECOVERY (1987)
 NE0726
 NE0726'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0726'MARK NOT FOUND.
 NE0726
 NE0726                          STATION RECOVERY (1989)
 NE0726
 NE0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0726'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0397 ***********************************************************************
 NE0397  DESIGNATION -  C 107
 NE0397  PID         -  NE0397
 NE0397  STATE/COUNTY-  MI/OAKLAND
 NE0397  COUNTRY     -  US
 NE0397  USGS QUAD   -  UTICA (2017)
 NE0397
 NE0397                         *CURRENT SURVEY CONTROL
 NE0397  ______________________________________________________________________
 NE0397* NAD 83(1986) POSITION- 42 40 53.     (N) 083 07 01.     (W)   SCALED
 NE0397* NAVD 88 ORTHO HEIGHT -   215.778 (meters)      707.93  (feet) ADJUSTED
 NE0397  ______________________________________________________________________
 NE0397  GEOID HEIGHT    -        -34.668 (meters)                     GEOID18
 NE0397  DYNAMIC HEIGHT  -        215.714 (meters)      707.72  (feet) COMP
 NE0397  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 NE0397
 NE0397  VERT ORDER      -  SECOND    CLASS 0
 NE0397
 NE0397.The horizontal coordinates were scaled from a map and have
 NE0397.an estimated accuracy of +/- 6 seconds.
 NE0397
 NE0397.The orthometric height was determined by differential leveling and
 NE0397.adjusted by the NATIONAL GEODETIC SURVEY
 NE0397.in June 1991.
 NE0397
 NE0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0397.GEOID18 height accuracy estimate available here.
 NE0397
 NE0397.Click photographs - Photos may exist for this station.
 NE0397
 NE0397.The dynamic height is computed by dividing the NAVD 88
 NE0397.geopotential number by the normal gravity value computed on the
 NE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0397.degrees latitude (g = 980.6199 gals.).
 NE0397
 NE0397.The modeled gravity was interpolated from observed gravity values.
 NE0397
 NE0397;                    North         East    Units  Estimated Accuracy
 NE0397;SPC MI S     -   131,990.    4,102,420.      MT  (+/- 180 meters Scaled)
 NE0397
 NE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH265276(NAD 83)
 NE0397
 NE0397                          SUPERSEDED SURVEY CONTROL
 NE0397
 NE0397  NGVD 29 (??/??/92)  215.923  (m)          708.41   (f) ADJ UNCH    2 0
 NE0397
 NE0397.Superseded values are not recommended for survey control.
 NE0397
 NE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0397.See file dsdata.pdf to determine how the superseded data were derived.
 NE0397
 NE0397_MARKER: DB = BENCH MARK DISK
 NE0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0397_STAMPING: C 107 1934
 NE0397_MARK LOGO: CGS
 NE0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0397+STABILITY: SURFACE MOTION
 NE0397
 NE0397  HISTORY     - Date     Condition        Report By
 NE0397  HISTORY     - 1934     MONUMENTED       CGS
 NE0397  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0397
 NE0397                          STATION DESCRIPTION
 NE0397
 NE0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0397'AT ROCHESTER.
 NE0397'AT ROCHESTER, OAKLAND COUNTY, 1 MILE EAST OF THE GRAND TRUNK
 NE0397'WESTERN RAILWAY STATION, AT THE JUNCTION OF THE MICHIGAN CENTRAL
 NE0397'RAILROAD, 44 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NE0397'PARKE DAVIS COMPANY WAREHOUSE, 50 YARDS EAST OF A MICHIGAN
 NE0397'CENTRAL RAILROAD SEMAPHORE, 9 FEET NORTH OF THE NORTH RAIL OF
 NE0397'THE MICHIGAN CENTRAL RAILROAD MAIN TRACK, AND ABOUT 4 INCHES
 NE0397'LOWER THAN THE TOP OF THE RAIL OF THE MICHIGAN CENTRAL RAILROAD
 NE0397'MAIN TRACK.  A STANDARD DISK, STAMPED C 107 1934 AND SET IN
 NE0397'THE TOP OF A CONCRETE POST.
 NE0397
 NE0397                          STATION RECOVERY (1999)
 NE0397
 NE0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0148 ***********************************************************************
 NF0148  DESIGNATION -  C 109
 NF0148  PID         -  NF0148
 NF0148  STATE/COUNTY-  MI/JACKSON
 NF0148  COUNTRY     -  US
 NF0148  USGS QUAD   -  JACKSON SOUTH (2017)
 NF0148
 NF0148                         *CURRENT SURVEY CONTROL
 NF0148  ______________________________________________________________________
 NF0148* NAD 83(1986) POSITION- 42 14 52.82   (N) 084 24 00.97   (W)   HD_HELD1
 NF0148* NAVD 88 ORTHO HEIGHT -   284.737 (meters)      934.17  (feet) ADJUSTED
 NF0148  ______________________________________________________________________
 NF0148  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 NF0148  DYNAMIC HEIGHT  -        284.634 (meters)      933.84  (feet) COMP
 NF0148  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 NF0148
 NF0148  VERT ORDER      -  FIRST     CLASS II
 NF0148
 NF0148.The horizontal coordinates were determined by differentially corrected
 NF0148.hand held GPS observations or other comparable positioning techniques
 NF0148.and have an estimated accuracy of +/- 3 meters.
 NF0148
 NF0148.The orthometric height was determined by differential leveling and
 NF0148.adjusted by the NATIONAL GEODETIC SURVEY
 NF0148.in June 1991.
 NF0148
 NF0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0148.GEOID18 height accuracy estimate available here.
 NF0148
 NF0148.Click photographs - Photos may exist for this station.
 NF0148
 NF0148.The dynamic height is computed by dividing the NAVD 88
 NF0148.geopotential number by the normal gravity value computed on the
 NF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0148.degrees latitude (g = 980.6199 gals.).
 NF0148
 NF0148.The modeled gravity was interpolated from observed gravity values.
 NF0148
 NF0148;                    North         East    Units  Estimated Accuracy
 NF0148;SPC MI S     -    83,087.8   3,997,226.9     MT  (+/- 3 meters HH1 GPS) 
 NF0148
 NF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1447280585(NAD 83)
 NF0148
 NF0148                          SUPERSEDED SURVEY CONTROL
 NF0148
 NF0148  NGVD 29 (01/19/93)  284.858  (m)          934.57   (f) ADJUSTED    1 2
 NF0148  NGVD 29 (??/??/92)  284.858  (m)          934.57   (f) SUPERSEDED  1 2
 NF0148
 NF0148.Superseded values are not recommended for survey control.
 NF0148
 NF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0148.See file dsdata.pdf to determine how the superseded data were derived.
 NF0148
 NF0148_MARKER: DB = BENCH MARK DISK
 NF0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0148_SP_SET: RR STATION BUILDING
 NF0148_STAMPING: C 109 1934
 NF0148_MARK LOGO: CGS
 NF0148_PROJECTION: FLUSH
 NF0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0148+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2015
 NF0148
 NF0148  HISTORY     - Date     Condition        Report By
 NF0148  HISTORY     - 1934     MONUMENTED       CGS
 NF0148  HISTORY     - 1958     GOOD             CGS
 NF0148  HISTORY     - 1985     GOOD             NGS
 NF0148  HISTORY     - 19910707 GOOD             USPSQD
 NF0148  HISTORY     - 19921116 GOOD             NGS
 NF0148  HISTORY     - 20000616 GOOD             NGS
 NF0148  HISTORY     - 20010520 GOOD             NGS
 NF0148  HISTORY     - 20010905 GOOD             USPSQD
 NF0148  HISTORY     - 20050512 GOOD             GEOCAC
 NF0148  HISTORY     - 20150305 GOOD             ADVGEO
 NF0148
 NF0148                          STATION DESCRIPTION
 NF0148
 NF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0148'AT JACKSON.
 NF0148'AT JACKSON, AT THE SOUTHWEST CORNER OF THE MICHIGAN CENTRAL
 NF0148'RAILROAD STATION, AT THE WEST FACE OF THE BUILDING, 26 YARDS
 NF0148'SOUTHEAST OF THE NORTHEAST RAIL AT THE CROSSING OF THE CENTERLINE
 NF0148'OF MILWAUKEE STREET, 26.5 FEET NORTHEAST OF THE NORTHEAST
 NF0148'RAIL, 10 INCHES SOUTHEAST OF THE NORTHWEST EDGE OF A BRICK
 NF0148'COLUMN, AND 2.3 FEET ABOVE THE BRICK WALK.  A STANDARD DISK,
 NF0148'STAMPED C 109 1934 AND SET VERTICALLY.
 NF0148
 NF0148                          STATION RECOVERY (1985)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (1991)
 NF0148
 NF0148'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (1992)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0148'IN JACKSON, SET VERTICALLY IN THE SOUTHWEST FACE OF THE RAILROAD
 NF0148'STATION AT 501 ELIZABETH STREET, 0.7 M (2.3 FT) ABOVE THE GROUND
 NF0148'SURFACE, AND 0.4 M (1.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NF0148'BUILDING.
 NF0148
 NF0148                          STATION RECOVERY (2000)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0148'RECOVERED AS DESCRIBED.
 NF0148
 NF0148                          STATION RECOVERY (2001)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0148'RECOVERED AS DESCRIBED  BY RONALD L. RAMSEY NGS
 NF0148'GEODETIC ADVISOR -  MICHIGAN.
 NF0148'
 NF0148
 NF0148                          STATION RECOVERY (2001)
 NF0148
 NF0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (2005)
 NF0148
 NF0148'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (2015)
 NF0148
 NF0148'RECOVERY NOTE BY ADVANCED GEOMATICS 2015
 NF0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0216 ***********************************************************************
 NF0216  DESIGNATION -  C 11
 NF0216  PID         -  NF0216
 NF0216  STATE/COUNTY-  MI/CALHOUN
 NF0216  COUNTRY     -  US
 NF0216  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0216
 NF0216                         *CURRENT SURVEY CONTROL
 NF0216  ______________________________________________________________________
 NF0216* NAD 83(1986) POSITION- 42 14 36.     (N) 084 44 34.     (W)   SCALED
 NF0216* NAVD 88 ORTHO HEIGHT -   292.438 (meters)      959.44  (feet) ADJUSTED
 NF0216  ______________________________________________________________________
 NF0216  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 NF0216  DYNAMIC HEIGHT  -        292.335 (meters)      959.10  (feet) COMP
 NF0216  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 NF0216
 NF0216  VERT ORDER      -  FIRST     CLASS II
 NF0216
 NF0216.The horizontal coordinates were scaled from a map and have
 NF0216.an estimated accuracy of +/- 6 seconds.
 NF0216
 NF0216.The orthometric height was determined by differential leveling and
 NF0216.adjusted by the NATIONAL GEODETIC SURVEY
 NF0216.in June 1991.
 NF0216
 NF0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0216.GEOID18 height accuracy estimate available here.
 NF0216
 NF0216.Click photographs - Photos may exist for this station.
 NF0216
 NF0216.The dynamic height is computed by dividing the NAVD 88
 NF0216.geopotential number by the normal gravity value computed on the
 NF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0216.degrees latitude (g = 980.6199 gals.).
 NF0216
 NF0216.The modeled gravity was interpolated from observed gravity values.
 NF0216
 NF0216;                    North         East    Units  Estimated Accuracy
 NF0216;SPC MI S     -    82,640.    3,968,960.      MT  (+/- 180 meters Scaled)
 NF0216
 NF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM862792(NAD 83)
 NF0216
 NF0216                          SUPERSEDED SURVEY CONTROL
 NF0216
 NF0216  NGVD 29 (01/19/93)  292.564  (m)          959.85   (f) ADJUSTED    1 2
 NF0216  NGVD 29 (??/??/92)  292.702  (m)          960.31   (f) SUPERSEDED  1 2
 NF0216
 NF0216.Superseded values are not recommended for survey control.
 NF0216
 NF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0216.See file dsdata.pdf to determine how the superseded data were derived.
 NF0216
 NF0216_MARKER: DB = BENCH MARK DISK
 NF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0216_STAMPING: 960.306 11 C 1916
 NF0216_MARK LOGO: CGS
 NF0216_PROJECTION: FLUSH
 NF0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0216+STABILITY: SURFACE MOTION
 NF0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0216+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 NF0216
 NF0216  HISTORY     - Date     Condition        Report By
 NF0216  HISTORY     - 1916     MONUMENTED       CGS
 NF0216  HISTORY     - 1944     GOOD             CGS
 NF0216  HISTORY     - 1985     GOOD             NGS
 NF0216  HISTORY     - 19991028 GOOD             USPSQD
 NF0216  HISTORY     - 20040324 GOOD             USPSQD
 NF0216  HISTORY     - 20070530 GOOD             MIDT
 NF0216  HISTORY     - 20080908 GOOD             DLZCOR
 NF0216  HISTORY     - 20230329 GOOD             MIDT
 NF0216
 NF0216                          STATION DESCRIPTION
 NF0216
 NF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NF0216'0.8 MI E FROM ALBION.
 NF0216'0.8 MILE EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0216'STATION AT ALBION, CALHOUN COUNTY, AT THE NORTHEAST CORNER
 NF0216'OF THE CROSSING OF MINGO STREET, 43.2 FEET NORTH OF THE NORTH
 NF0216'RAIL, 1 FOOT EAST OF THE EASTERNMOST EDGE OF THE SIDEWALK,
 NF0216'AND ABOUT 2 INCHES UNDERGROUND.  A STANDARD DISK, STAMPED
 NF0216'ELEV 960.306 FT C 11 1916 AND SET IN THE TOP OF A CONCRETE
 NF0216'POST.
 NF0216
 NF0216                          STATION RECOVERY (1985)
 NF0216
 NF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0216'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALBION,
 NF0216'AT THE INTERSECTION OF EAST ERIE AND SOUTH MINGO STREETS, 20.6 M (67.6
 NF0216'FT) EAST OF A UTILITY POLE, 13.2 M (43.3 FT) NORTH OF THE NEAR RAIL OF
 NF0216'THE CONRAIL RAILROAD, 12.7 M (41.7 FT) SOUTH OF THE CENTER OF EAST
 NF0216'ERIE STREET, 9.8 M (32.2 FT) EAST OF THE EXTENDED CENTER OF SOUTH
 NF0216'MINGO STREET, AND 8.4 M (27.6 FT) WEST-NORTHWEST OF A UTILITY POLE.
 NF0216'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 NF0216'THE MARK IS 0.3 M BELOW THE STREETS.
 NF0216
 NF0216                          STATION RECOVERY (1999)
 NF0216
 NF0216'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0216'RECOVERED IN GOOD CONDITION.
 NF0216
 NF0216                          STATION RECOVERY (2004)
 NF0216
 NF0216'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0216'RECOVERED IN GOOD CONDITION.
 NF0216
 NF0216                          STATION RECOVERY (2007)
 NF0216
 NF0216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0216'RECOVERED AS DESCRIBED.
 NF0216
 NF0216                          STATION RECOVERY (2008)
 NF0216
 NF0216'RECOVERY NOTE BY DLZ CORPORATION 2008 (DFG)
 NF0216'RECOVERED IN GOOD CONDITION.
 NF0216
 NF0216                          STATION RECOVERY (2023)
 NF0216
 NF0216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0139 ***********************************************************************
 OK0139  DESIGNATION -  C 110
 OK0139  PID         -  OK0139
 OK0139  STATE/COUNTY-  MI/CLINTON
 OK0139  COUNTRY     -  US
 OK0139  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0139
 OK0139                         *CURRENT SURVEY CONTROL
 OK0139  ______________________________________________________________________
 OK0139* NAD 83(1986) POSITION- 43 00 14.     (N) 084 38 29.     (W)   SCALED
 OK0139* NAVD 88 ORTHO HEIGHT -   225.865 (meters)      741.03  (feet) ADJUSTED
 OK0139  ______________________________________________________________________
 OK0139  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 OK0139  DYNAMIC HEIGHT  -        225.814 (meters)      740.86  (feet) COMP
 OK0139  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 OK0139
 OK0139  VERT ORDER      -  SECOND    CLASS 0
 OK0139
 OK0139.The horizontal coordinates were scaled from a map and have
 OK0139.an estimated accuracy of +/- 6 seconds.
 OK0139
 OK0139.The orthometric height was determined by differential leveling and
 OK0139.adjusted by the NATIONAL GEODETIC SURVEY
 OK0139.in June 1991.
 OK0139
 OK0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0139.GEOID18 height accuracy estimate available here.
 OK0139
 OK0139.Click photographs - Photos may exist for this station.
 OK0139
 OK0139.The dynamic height is computed by dividing the NAVD 88
 OK0139.geopotential number by the normal gravity value computed on the
 OK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0139.degrees latitude (g = 980.6199 gals.).
 OK0139
 OK0139.The modeled gravity was interpolated from observed gravity values.
 OK0139
 OK0139;                    North         East    Units  Estimated Accuracy
 OK0139;SPC MI S     -   167,090.    3,977,600.      MT  (+/- 180 meters Scaled)
 OK0139
 OK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN922639(NAD 83)
 OK0139
 OK0139                          SUPERSEDED SURVEY CONTROL
 OK0139
 OK0139  NGVD 29 (??/??/92)  226.006  (m)          741.49   (f) ADJ UNCH    2 0
 OK0139
 OK0139.Superseded values are not recommended for survey control.
 OK0139
 OK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0139.See file dsdata.pdf to determine how the superseded data were derived.
 OK0139
 OK0139_MARKER: DB = BENCH MARK DISK
 OK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0139_STAMPING: C 110 1934
 OK0139_MARK LOGO: CGS
 OK0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0139+STABILITY: SURFACE MOTION
 OK0139
 OK0139  HISTORY     - Date     Condition        Report By
 OK0139  HISTORY     - 1934     MONUMENTED       CGS
 OK0139  HISTORY     - 19940624 GOOD             LOCENG
 OK0139  HISTORY     - 19950624 GOOD             LOCENG
 OK0139  HISTORY     - 20011211 POOR             ROWEIN
 OK0139
 OK0139                          STATION DESCRIPTION
 OK0139
 OK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0139'4.3 MI W FROM ST JOHNS.
 OK0139'4.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0139'STATION AT SAINT JOHNS, CLINTON COUNTY, AT THE SOUTHWEST CORNER
 OK0139'OF A ROAD CROSSING, 34 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0139'42 FEET SOUTH OF THE SOUTH RAIL, 9.1 FEET NORTHWEST OF A FENCE
 OK0139'CORNER, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OK0139'DISK, STAMPED C 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0139
 OK0139                          STATION RECOVERY (1994)
 OK0139
 OK0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0139'STATION RECOVERED WITH FOLLOWING ADDITIONS.  FOUND MONUMENT IN
 OK0139'STANDING WATER, 42 FT (12.8 M) SOUTH OF SOUTH RAIL AND 35 FT (10.7 M)
 OK0139'WEST OF LOWELL ROAD.
 OK0139
 OK0139                          STATION RECOVERY (1995)
 OK0139
 OK0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (ASP)
 OK0139'STATION RECOVERED WITH FOLLOWING ADDITIONS.  FOUND MONUMENT IN
 OK0139'STANDING WATER, 42 FT (12.8 M) SOUTH OF SOUTH RAIL AND 35 FT (10.7 M)
 OK0139'WEST OF LOWELL ROAD.
 OK0139
 OK0139                          STATION RECOVERY (2001)
 OK0139
 OK0139'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0139'FOUND MONUMENT WITH CARSONITE MARKER. THE MONUMENT WAS TIPPED
 OK0139'NORTHERLY ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0476 ***********************************************************************
 NF0476  DESIGNATION -  C 111
 NF0476  PID         -  NF0476
 NF0476  STATE/COUNTY-  MI/EATON
 NF0476  COUNTRY     -  US
 NF0476  USGS QUAD   -  BELLEVUE (2017)
 NF0476
 NF0476                         *CURRENT SURVEY CONTROL
 NF0476  ______________________________________________________________________
 NF0476* NAD 83(2011) POSITION- 42 26 33.35375(N) 085 01 01.48405(W)   ADJUSTED
 NF0476* NAD 83(2011) ELLIP HT-   229.954 (meters)        (06/27/12)   ADJUSTED
 NF0476* NAD 83(2011) EPOCH   -  2010.00
 NF0476* NAVD 88 ORTHO HEIGHT -   263.815 (meters)      865.53  (feet) ADJUSTED
 NF0476  ______________________________________________________________________
 NF0476  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 NF0476  NAD 83(2011) X  -    409,463.765 (meters)                     COMP
 NF0476  NAD 83(2011) Y  - -4,696,315.148 (meters)                     COMP
 NF0476  NAD 83(2011) Z  -  4,282,166.638 (meters)                     COMP
 NF0476  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 NF0476  DYNAMIC HEIGHT  -        263.730 (meters)      865.25  (feet) COMP
 NF0476  MODELED GRAVITY -    980,291.3   (mgal)                       NAVD 88
 NF0476
 NF0476  VERT ORDER      -  SECOND    CLASS 0
 NF0476
 NF0476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0476  Standards:
 NF0476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0476  -------------------------------------------------------------------
 NF0476  NETWORK    1.96   5.59           0.81   0.73   2.85      0.51596802
 NF0476  -------------------------------------------------------------------
 NF0476  Click here for local accuracies and other accuracy information.
 NF0476
 NF0476.The horizontal coordinates were established by GPS observations
 NF0476.and adjusted by the National Geodetic Survey in June 2012.
 NF0476
 NF0476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0476.been affixed to the stable North American tectonic plate. See 
 NF0476.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0476
 NF0476.The horizontal coordinates are valid at the epoch date displayed above
 NF0476.which is a decimal equivalence of Year/Month/Day.
 NF0476
 NF0476.The orthometric height was determined by differential leveling and
 NF0476.adjusted by the NATIONAL GEODETIC SURVEY
 NF0476.in June 1991.
 NF0476
 NF0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0476.GEOID18 height accuracy estimate available here.
 NF0476
 NF0476.Click photographs - Photos may exist for this station.
 NF0476
 NF0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0476
 NF0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0476
 NF0476.The ellipsoidal height was determined by GPS observations
 NF0476.and is referenced to NAD 83.
 NF0476
 NF0476.The dynamic height is computed by dividing the NAVD 88
 NF0476.geopotential number by the normal gravity value computed on the
 NF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0476.degrees latitude (g = 980.6199 gals.).
 NF0476
 NF0476.The modeled gravity was interpolated from observed gravity values.
 NF0476
 NF0476. The following values were computed from the NAD 83(2011) position.
 NF0476
 NF0476;                    North         East     Units Scale Factor Converg.
 NF0476;SPC MI S     -   104,908.254 3,946,491.812   MT  0.99993651   -0 26 33.4
 NF0476;SPC MI S     -   344,187.19 12,947,807.78   iFT  0.99993651   -0 26 33.4
 NF0476;UTM  16      - 4,700,824.130   663,080.864   MT  0.99992723   +1 20 18.5
 NF0476
 NF0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0476!SPC MI S     -   0.99996394  x   0.99993651  =   0.99990045
 NF0476!UTM  16      -   0.99996394  x   0.99992723  =   0.99989117
 NF0476
 NF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6308000824(NAD 83)
 NF0476
 NF0476                          SUPERSEDED SURVEY CONTROL
 NF0476
 NF0476  NAD 83(2007)-  42 26 33.35390(N)    085 01 01.48493(W) AD(2002.00) 0
 NF0476  ELLIP H (02/10/07)  229.968  (m)                       GP(2002.00)    
 NF0476  ELLIP H (07/17/02)  229.982  (m)                       GP(       ) 4 1
 NF0476  NAD 83(1994)-  42 26 33.35388(N)    085 01 01.48552(W) AD(       ) 1
 NF0476  ELLIP H (02/03/97)  229.989  (m)                       GP(       ) 4 1
 NF0476  NAD 83(1986)-  42 26 33.35316(N)    085 01 01.50133(W) AD(       ) 1
 NF0476  NGVD 29             263.94   (m)          865.9    (f) LEVELING    3  
 NF0476  NGVD 29 (??/??/92)  263.94   (m)          865.9    (f) COMPUTED    2 0
 NF0476
 NF0476.Superseded values are not recommended for survey control.
 NF0476
 NF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0476.See file dsdata.pdf to determine how the superseded data were derived.
 NF0476
 NF0476_MARKER: DB = BENCH MARK DISK
 NF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0476_STAMPING: C 111 1934
 NF0476_MARK LOGO: CGS
 NF0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0476+STABILITY: SURFACE MOTION
 NF0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0476+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NF0476
 NF0476  HISTORY     - Date     Condition        Report By
 NF0476  HISTORY     - 1934     MONUMENTED       CGS
 NF0476  HISTORY     - 19920713 GOOD             HOLDEN
 NF0476  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0476  HISTORY     - 20040810 MARK NOT FOUND   INDIV
 NF0476
 NF0476                          STATION DESCRIPTION
 NF0476
 NF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0476'AT BELLEVUE.
 NF0476'AT BELLEVUE, EATON COUNTY, 56 YARDS NORTHEAST OF THE NORTHEAST
 NF0476'END OF THE GRAND TRUNK WESTERN RAILROAD STATION, 40 YARDS SOUTHWEST
 NF0476'OF SEMAPHORE 189.2, 14.6 FEET NORTH OF THE NORTH CORNER OF A SMALL
 NF0476'STOREHOUSE, 14.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NF0476'SOUTHEAST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 NF0476'DISK, STAMPED C 111 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0476
 NF0476                          STATION RECOVERY (1992)
 NF0476
 NF0476'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0476'STATION IS LOCATED ABOUT 5 MILES WEST OF OLIVET AND 3 MILES WEST
 NF0476'NORTHWEST OF THE I-69 INTERCHANGE WITH BUTTERFIELD HIGHWAY.  IT IS IN
 NF0476'THE VILLAGE OF BELLEVUE, IN QUAD 420852, IN THE SE 1/4 OF SECTION 28
 NF0476'T1N,R6W, WHICH IS BELLEVUE TOWNSHIP.
 NF0476'TO REACH FROM THE I-69 INTERCHANGE WITH BUTTERFIELD HIGHWAY GO WEST ON
 NF0476'BUTTERFIELD HIGHWAY 3.0 MI (4.8 KM) TO A CURVE NORTH, CONTINUE AND
 NF0476'FOLLOW THE CURVE NORTHERLY INTO BELLEVUE TO THE RAILROAD TRACKS AND
 NF0476'THE STATION ON THE RIGHT AS DESCRIBED.
 NF0476'STATION IS 10.2 FT (3.1 M) NORTH NORTHEAST FROM A UTILITY POLE, 33.1
 NF0476'FT (10.1 M) WEST SOUTHWEST FROM A GUARD POST, 48.3 FT (14.7 M) WEST
 NF0476'NORTHWEST FROM THE NEAREST EDGE OF ADAMS ROAD, 16.0 FT (4.9 M) EAST
 NF0476'SOUTHEAST FROM THE SOUTHEAST RAIL, 84.5 FT (25.8 M) SOUTH FROM THE
 NF0476'SOUTHWEST CORNER OF A BUILDING AND 148.6 FT (45.3 M) NORTHEAST FROM
 NF0476'THE NORTHEAST CORNER OF A STORE.
 NF0476
 NF0476                          STATION RECOVERY (2001)
 NF0476
 NF0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0476'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0476
 NF0476                          STATION RECOVERY (2004)
 NF0476
 NF0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0596 ***********************************************************************
 MD0596  DESIGNATION -  C 112
 MD0596  PID         -  MD0596
 MD0596  STATE/COUNTY-  MI/HILLSDALE
 MD0596  COUNTRY     -  US
 MD0596  USGS QUAD   -  HILLSDALE (2017)
 MD0596
 MD0596                         *CURRENT SURVEY CONTROL
 MD0596  ______________________________________________________________________
 MD0596* NAD 83(1986) POSITION- 41 58 49.     (N) 084 40 14.     (W)   SCALED
 MD0596* NAVD 88 ORTHO HEIGHT -   334.117 (meters)     1096.18  (feet) ADJUSTED
 MD0596  ______________________________________________________________________
 MD0596  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 MD0596  DYNAMIC HEIGHT  -        333.992 (meters)     1095.77  (feet) COMP
 MD0596  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 MD0596
 MD0596  VERT ORDER      -  SECOND    CLASS 0
 MD0596
 MD0596.The horizontal coordinates were scaled from a map and have
 MD0596.an estimated accuracy of +/- 6 seconds.
 MD0596
 MD0596.The orthometric height was determined by differential leveling and
 MD0596.adjusted by the NATIONAL GEODETIC SURVEY
 MD0596.in June 1991.
 MD0596
 MD0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0596.GEOID18 height accuracy estimate available here.
 MD0596
 MD0596.Click photographs - Photos may exist for this station.
 MD0596
 MD0596.The dynamic height is computed by dividing the NAVD 88
 MD0596.geopotential number by the normal gravity value computed on the
 MD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0596.degrees latitude (g = 980.6199 gals.).
 MD0596
 MD0596.The modeled gravity was interpolated from observed gravity values.
 MD0596
 MD0596;                    North         East    Units  Estimated Accuracy
 MD0596;SPC MI S     -    53,400.    3,974,810.      MT  (+/- 180 meters Scaled)
 MD0596
 MD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM929502(NAD 83)
 MD0596
 MD0596                          SUPERSEDED SURVEY CONTROL
 MD0596
 MD0596  NGVD 29 (??/??/92)  334.226  (m)         1096.54   (f) ADJ UNCH    2 0
 MD0596
 MD0596.Superseded values are not recommended for survey control.
 MD0596
 MD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0596.See file dsdata.pdf to determine how the superseded data were derived.
 MD0596
 MD0596_MARKER: DB = BENCH MARK DISK
 MD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0596_STAMPING: C 112 1934
 MD0596_MARK LOGO: CGS
 MD0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0596+STABILITY: SURFACE MOTION
 MD0596
 MD0596  HISTORY     - Date     Condition        Report By
 MD0596  HISTORY     - 1934     MONUMENTED       CGS
 MD0596  HISTORY     - 1940     GOOD             CGS
 MD0596  HISTORY     - 1988     GOOD             USPSQD
 MD0596  HISTORY     - 19980330 POOR             LOCENG
 MD0596  HISTORY     - 20160523 MARK NOT FOUND   MIDT
 MD0596
 MD0596                          STATION DESCRIPTION
 MD0596
 MD0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MD0596'AT JONESVILLE.
 MD0596'AT JONESVILLE, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL
 MD0596'RAILROAD, 60 YARDS SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MD0596'STATION, AT THE CROSSING OF U.S. HIGHWAY 112, 39 YARDS NORTH OF
 MD0596'THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND THE EAST RAIL
 MD0596'OF THE MAIN TRACK, 14 YARDS NORTHEAST OF THE EAST RAIL OF THE
 MD0596'MAIN TRACK, AND 3 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 MD0596'STAMPED C 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0596
 MD0596                          STATION RECOVERY (1988)
 MD0596
 MD0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0596'RECOVERED IN GOOD CONDITION.
 MD0596
 MD0596                          STATION RECOVERY (1998)
 MD0596
 MD0596'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (RAB)
 MD0596'STATION IS LOCATED ON THE HILLSDALE QUADRANGLE MAP AND IN THE VILLAGE
 MD0596'OF JONESVILLE.  IT IS LOCATED IN FRONT OF THE OLD TRAIN DEPOT AND IS
 MD0596'100 FT (30.5 M) NORTH OF THE CENTERLINE OF US HIGHWAY 12 (CHICAGO
 MD0596'AVE.) AND 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE RAILROAD
 MD0596'TRACKS.  STATION IS IN POOR CONDITION AND IS LEANING TO THE WEST.
 MD0596
 MD0596                          STATION RECOVERY (2016)
 MD0596
 MD0596'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 MD0596'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0064 ***********************************************************************
 MD0064  DESIGNATION -  C 114
 MD0064  PID         -  MD0064
 MD0064  STATE/COUNTY-  MI/LENAWEE
 MD0064  COUNTRY     -  US
 MD0064  USGS QUAD   -  ADRIAN (2017)
 MD0064
 MD0064                         *CURRENT SURVEY CONTROL
 MD0064  ______________________________________________________________________
 MD0064* NAD 83(1994) POSITION- 41 52 53.70875(N) 084 06 06.74045(W)   ADJUSTED
 MD0064* NAD 83(1994) ELLIP HT-   213.293 (meters)        (07/17/02)   ADJUSTED
 MD0064* NAVD 88 ORTHO HEIGHT -   248.112 (meters)      814.01  (feet) ADJUSTED
 MD0064  ______________________________________________________________________
 MD0064  GEOID HEIGHT    -        -34.763 (meters)                     GEOID18
 MD0064  NAD 83(1994) X  -    488,721.408 (meters)                     COMP
 MD0064  NAD 83(1994) Y  - -4,730,771.264 (meters)                     COMP
 MD0064  NAD 83(1994) Z  -  4,235,962.913 (meters)                     COMP
 MD0064  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 MD0064  DYNAMIC HEIGHT  -        248.018 (meters)      813.71  (feet) COMP
 MD0064  MODELED GRAVITY -    980,239.6   (mgal)                       NAVD 88
 MD0064
 MD0064  HORZ ORDER      -  FIRST
 MD0064  VERT ORDER      -  FIRST     CLASS II
 MD0064  ELLP ORDER      -  FOURTH    CLASS I
 MD0064
 MD0064.The horizontal coordinates were established by GPS observations
 MD0064.and adjusted by the National Geodetic Survey in February 1997.
 MD0064
 MD0064.The orthometric height was determined by differential leveling and
 MD0064.adjusted by the NATIONAL GEODETIC SURVEY
 MD0064.in September 2009.
 MD0064
 MD0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0064.GEOID18 height accuracy estimate available here.
 MD0064
 MD0064.Click photographs - Photos may exist for this station.
 MD0064
 MD0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0064
 MD0064.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0064
 MD0064.The ellipsoidal height was determined by GPS observations
 MD0064.and is referenced to NAD 83.
 MD0064
 MD0064.The dynamic height is computed by dividing the NAVD 88
 MD0064.geopotential number by the normal gravity value computed on the
 MD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0064.degrees latitude (g = 980.6199 gals.).
 MD0064
 MD0064.The modeled gravity was interpolated from observed gravity values.
 MD0064
 MD0064. The following values were computed from the NAD 83(1994) position.
 MD0064
 MD0064;                    North         East     Units Scale Factor Converg.
 MD0064;SPC MI S     -    42,421.504 4,021,980.295   MT  1.00005886   +0 10 48.7
 MD0064;SPC MI S     -   139,178.16 13,195,473.41   iFT  1.00005886   +0 10 48.7
 MD0064;UTM  16      - 4,640,690.943   740,471.824   MT  1.00031163   +1 56 08.5
 MD0064
 MD0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0064!SPC MI S     -   0.99996655  x   1.00005886  =   1.00002541
 MD0064!UTM  16      -   0.99996655  x   1.00031163  =   1.00027817
 MD0064
 MD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4047140690(NAD 83)
 MD0064
 MD0064                          SUPERSEDED SURVEY CONTROL
 MD0064
 MD0064  ELLIP H (02/03/97)  213.360  (m)                       GP(       ) 4 1
 MD0064  NAD 83(1986)-  41 52 53.71805(N)    084 06 06.75811(W) AD(       ) 1
 MD0064  NAD 83(1986)-  41 52 53.70382(N)    084 06 06.76987(W) AD(       ) 3
 MD0064  NAVD 88             247.67   (m)          812.6    (f) LEVELING    3  
 MD0064  NAVD 88 (06/15/91)  247.669  (m)          812.56   (f) SUPERSEDED  2 0
 MD0064  NGVD 29 (??/??/92)  247.807  (m)          813.01   (f) ADJ UNCH    2 0
 MD0064  NGVD 29             247.81   (m)          813.0    (f) LEVELING    3  
 MD0064
 MD0064.Superseded values are not recommended for survey control.
 MD0064
 MD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0064.See file dsdata.pdf to determine how the superseded data were derived.
 MD0064
 MD0064_MARKER: DB = BENCH MARK DISK
 MD0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0064_STAMPING: C 114 1934
 MD0064_MARK LOGO: CGS
 MD0064_PROJECTION: PROJECTING 61 CENTIMETERS
 MD0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0064+STABILITY: SURFACE MOTION
 MD0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0064+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 MD0064
 MD0064  HISTORY     - Date     Condition        Report By
 MD0064  HISTORY     - 1934     MONUMENTED       CGS
 MD0064  HISTORY     - 19891208 GOOD             NGS
 MD0064  HISTORY     - 20001207 GOOD             WOOLPT
 MD0064  HISTORY     - 20040418 GOOD             JCLS
 MD0064  HISTORY     - 20040419 GOOD             JCLS
 MD0064  HISTORY     - 20061013 GOOD             INDIV
 MD0064  HISTORY     - 20080529 GOOD             COLEM
 MD0064  HISTORY     - 20090925 GOOD             JCLS
 MD0064
 MD0064                          STATION DESCRIPTION
 MD0064
 MD0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0064'3 MI E FROM CADMUS.
 MD0064'3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0064'STATION AT CADMUS, LENAWEE COUNTY, AT A ROAD CROSSING, 29.2 FEET
 MD0064'WEST OF THE CENTERLINE OF THE ROAD, 46 FEET NORTH OF THE NORTH
 MD0064'RAIL, 5.2 FEET SOUTHWEST OF A WIRE FENCE CORNER POST, AND ABOUT
 MD0064'8 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0064'STAMPED C 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0064
 MD0064                          STATION RECOVERY (1989)
 MD0064
 MD0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD0064'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF CADMUS, 4.8 KM
 MD0064'(3.00 MI) WEST-SOUTHWEST OF ADRIAN AND AT AN OLD RAILROAD GRADE.
 MD0064'OWNERSHIP--UNKNOWN.
 MD0064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD0064'HIGHWAY M-34 AT THE SOUTHWEST SIDE OF ADRIAN, GO WEST ON HIGHWAY M-34
 MD0064'FOR 3.5 KM (2.15 MI) TO A SIDEROAD LEFT.  TURN LEFT AND GO SOUTH ON
 MD0064'PORTER HIGHWAY FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT, IN FRONT
 MD0064'YARD OF HOUSE NUMBER 2468 AND JUST BEFORE CROSSING OLD RAILROAD GRADE.
 MD0064'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 MD0064'MONUMENT.  LOCATED 11.9 M (39.0 FT) EAST OF A UTILITY POLE, 8.53 M
 MD0064'(28.0 FT) WEST OF CENTER OF ROAD, 8.53 M (28.0 FT) SOUTH OF CENTER OF
 MD0064'DRIVEWAY, 1.22 M (4.0 FT) SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 MD0064'BOX AND 0.76 M (2.5 FT) SOUTHWEST OF AN UNDERGROUND PIPE LINE WARNING
 MD0064'POST.
 MD0064'NOTE--THIS BENCH MARK IS IN QUAD 410841, LINE NUMBER 103.
 MD0064'DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 MD0064
 MD0064                          STATION RECOVERY (2000)
 MD0064
 MD0064'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 MD0064'RECOVERED IN GOOD CONDITION.
 MD0064
 MD0064                          STATION RECOVERY (2004)
 MD0064
 MD0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MD0064'RECOVERED IN GOOD CONDITION.
 MD0064
 MD0064                          STATION RECOVERY (2004)
 MD0064
 MD0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MD0064'RECOVERED IN GOOD CONDITION.
 MD0064
 MD0064                          STATION RECOVERY (2006)
 MD0064
 MD0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJD)
 MD0064'RECOVERED AS DESCRIBED
 MD0064'THE NAVD88 ORTHO HEIGHT OF 247.669 RESULT DOES NOT APPEAR TO BE
 MD0064'CORRECT ELEVATION.
 MD0064'ADDING ELLIPSOID HEIGHT (213.29) + GEIOD HEIGHT (34.68) = 247.97
 MD0064'NOT 247.669 AS RECORDED ON DATA RECOVERY SHEET.
 MD0064'WADE TRIM'S INDEPENDENT RESULTS AGREE MORE CLOSELY WITH THE 247.97
 MD0064'ORTHO HEIGHT.
 MD0064
 MD0064                          STATION RECOVERY (2008)
 MD0064
 MD0064'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 MD0064'RECOVERED AS DESCRIBED.
 MD0064
 MD0064                          STATION RECOVERY (2009)
 MD0064
 MD0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0327 ***********************************************************************
 NF0327  DESIGNATION -  C 115
 NF0327  PID         -  NF0327
 NF0327  STATE/COUNTY-  MI/IONIA
 NF0327  COUNTRY     -  US
 NF0327  USGS QUAD   -  FREEPORT (2017)
 NF0327
 NF0327                         *CURRENT SURVEY CONTROL
 NF0327  ______________________________________________________________________
 NF0327* NAD 83(1986) POSITION- 42 51 12.     (N) 085 18 40.     (W)   SCALED
 NF0327* NAVD 88 ORTHO HEIGHT -   251.725 (meters)      825.87  (feet) ADJUSTED
 NF0327  ______________________________________________________________________
 NF0327  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 NF0327  DYNAMIC HEIGHT  -        251.654 (meters)      825.63  (feet) COMP
 NF0327  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 NF0327
 NF0327  VERT ORDER      -  SECOND    CLASS 0
 NF0327
 NF0327.The horizontal coordinates were scaled from a map and have
 NF0327.an estimated accuracy of +/- 6 seconds.
 NF0327
 NF0327.The orthometric height was determined by differential leveling and
 NF0327.adjusted by the NATIONAL GEODETIC SURVEY
 NF0327.in June 1991.
 NF0327
 NF0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0327.GEOID18 height accuracy estimate available here.
 NF0327
 NF0327.Click photographs - Photos may exist for this station.
 NF0327
 NF0327.The dynamic height is computed by dividing the NAVD 88
 NF0327.geopotential number by the normal gravity value computed on the
 NF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0327.degrees latitude (g = 980.6199 gals.).
 NF0327
 NF0327.The modeled gravity was interpolated from observed gravity values.
 NF0327
 NF0327;                    North         East    Units  Estimated Accuracy
 NF0327;SPC MI S     -   150,760.    3,922,820.      MT  (+/- 180 meters Scaled)
 NF0327
 NF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN379459(NAD 83)
 NF0327
 NF0327                          SUPERSEDED SURVEY CONTROL
 NF0327
 NF0327  NGVD 29 (??/??/92)  251.85   (m)          826.3    (f) COMPUTED    2 0
 NF0327
 NF0327.Superseded values are not recommended for survey control.
 NF0327
 NF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0327.See file dsdata.pdf to determine how the superseded data were derived.
 NF0327
 NF0327_MARKER: DB = BENCH MARK DISK
 NF0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0327_STAMPING: C 115 1934
 NF0327_MARK LOGO: CGS
 NF0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0327+STABILITY: SURFACE MOTION
 NF0327
 NF0327  HISTORY     - Date     Condition        Report By
 NF0327  HISTORY     - 1934     MONUMENTED       CGS
 NF0327  HISTORY     - 1948     MARK NOT FOUND   CGS
 NF0327  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0327  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 NF0327  HISTORY     - 20070622 MARK NOT FOUND   GEOCAC
 NF0327
 NF0327                          STATION DESCRIPTION
 NF0327
 NF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0327'IN ELMDALE.
 NF0327'AT ELMDALE, KENT AND IONIA COUNTIES, ON THE PERE MARQUETTE
 NF0327'DISTRICT OF THE CHESAPEAKE AND OHIO RAILWAY, 50 YARDS NORTHEAST
 NF0327'OF THE EAST END OF THE STATION, 280 FEET WEST OF A GRAVEL-ROAD
 NF0327'CROSSING, 42 FEET NORTH OF THE NORTH RAIL OF THE GRAND RAPIDS
 NF0327'TO GRAND LEDGE BRANCH TRACK, 24 FEET SOUTHEAST OF THE SOUTHEAST
 NF0327'RAIL OF THE SAGINAW BRANCH TRACK, 3 FEET EAST OF A POLE, AND
 NF0327'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 115 1934 AND
 NF0327'SET IN THE TOP OF A CONCRETE POST.  NOTE-- WAS UNABLE TO LOCATE
 NF0327'THE MARK.  THERE WAS NO APPARENT REASON FOR IT NOT BEING LOCATED.
 NF0327
 NF0327                          STATION RECOVERY (1975)
 NF0327
 NF0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0327'MARK NOT FOUND.
 NF0327
 NF0327                          STATION RECOVERY (1994)
 NF0327
 NF0327'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF0327'MARK NOT FOUND.
 NF0327
 NF0327                          STATION RECOVERY (2007)
 NF0327
 NF0327'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0327'WITNESS POST GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0363 ***********************************************************************
 MC0363  DESIGNATION -  C 115 X
 MC0363  PID         -  MC0363
 MC0363  STATE/COUNTY-  MI/MONROE
 MC0363  COUNTRY     -  US
 MC0363  USGS QUAD   -  STONY POINT (2017)
 MC0363
 MC0363                         *CURRENT SURVEY CONTROL
 MC0363  ______________________________________________________________________
 MC0363* NAD 83(1986) POSITION- 41 59 13.     (N) 083 18 52.     (W)   SCALED
 MC0363* NAVD 88 ORTHO HEIGHT -   182.011 (meters)      597.15  (feet) ADJUSTED
 MC0363  ______________________________________________________________________
 MC0363  GEOID HEIGHT    -        -35.126 (meters)                     GEOID18
 MC0363  DYNAMIC HEIGHT  -        181.948 (meters)      596.94  (feet) COMP
 MC0363  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 MC0363
 MC0363  VERT ORDER      -  FIRST     CLASS I
 MC0363
 MC0363.The horizontal coordinates were scaled from a map and have
 MC0363.an estimated accuracy of +/- 6 seconds.
 MC0363
 MC0363.The orthometric height was determined by differential leveling and
 MC0363.adjusted by the NATIONAL GEODETIC SURVEY
 MC0363.in June 1991.
 MC0363
 MC0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0363.GEOID18 height accuracy estimate available here.
 MC0363
 MC0363.Click photographs - Photos may exist for this station.
 MC0363
 MC0363.The dynamic height is computed by dividing the NAVD 88
 MC0363.geopotential number by the normal gravity value computed on the
 MC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0363.degrees latitude (g = 980.6199 gals.).
 MC0363
 MC0363.The modeled gravity was interpolated from observed gravity values.
 MC0363
 MC0363;                    North         East    Units  Estimated Accuracy
 MC0363;SPC MI S     -    54,640.    4,087,200.      MT  (+/- 180 meters Scaled)
 MC0363
 MC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG082509(NAD 83)
 MC0363
 MC0363                          SUPERSEDED SURVEY CONTROL
 MC0363
 MC0363  NGVD 29 (??/??/92)  182.172  (m)          597.68   (f) ADJ UNCH    1 1
 MC0363
 MC0363.Superseded values are not recommended for survey control.
 MC0363
 MC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0363.See file dsdata.pdf to determine how the superseded data were derived.
 MC0363
 MC0363_MARKER: DB = BENCH MARK DISK
 MC0363_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC0363+WITH SETTING: PAVEMENT
 MC0363_SP_SET: SIGNAL BASE
 MC0363_STAMPING: 597.564 C 115 X 1934
 MC0363_MARK LOGO: CGS
 MC0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0363+STABILITY: SURFACE MOTION
 MC0363
 MC0363  HISTORY     - Date     Condition        Report By
 MC0363  HISTORY     - 1934     MONUMENTED       CGS
 MC0363  HISTORY     - 1968     GOOD             CGS
 MC0363
 MC0363                          STATION DESCRIPTION
 MC0363
 MC0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0363'6 MI NE FROM MONROE.
 MC0363'ABOUT 6.0 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE
 MC0363'LINE RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE,
 MC0363'ABOUT 6.6 MILES SOUTHWEST OF THE CROSSING OF HURON RIVER DRIVE
 MC0363'AT ROCKWOOD, ALONG THE PENN CENTRAL RAILROAD, 0.15 MILE NORTHEAST
 MC0363'OF THE PENN CENTRAL RAILROAD MILEPOST D 29, SET ON THE TOP OF
 MC0363'THE WEST CORNER OF SIGNAL BASE NO. D 284, 79 FEET NORTHWEST OF
 MC0363'THE NORTHWEST RAIL OF THE D AND T SL RR, 6.9 FEET SOUTHEAST
 MC0363'OF THE SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD AND 1 FOOT
 MC0363'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0355 ***********************************************************************
 NF0355  DESIGNATION -  C 116
 NF0355  PID         -  NF0355
 NF0355  STATE/COUNTY-  MI/BARRY
 NF0355  COUNTRY     -  US
 NF0355  USGS QUAD   -  DOWLING (2017)
 NF0355
 NF0355                         *CURRENT SURVEY CONTROL
 NF0355  ______________________________________________________________________
 NF0355* NAD 83(1986) POSITION- 42 35 40.     (N) 085 18 56.     (W)   SCALED
 NF0355* NAVD 88 ORTHO HEIGHT -   268.531 (meters)      881.01  (feet) ADJUSTED
 NF0355  ______________________________________________________________________
 NF0355  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 NF0355  DYNAMIC HEIGHT  -        268.448 (meters)      880.73  (feet) COMP
 NF0355  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 NF0355
 NF0355  VERT ORDER      -  SECOND    CLASS I
 NF0355
 NF0355.The horizontal coordinates were scaled from a map and have
 NF0355.an estimated accuracy of +/- 6 seconds.
 NF0355
 NF0355.The orthometric height was determined by differential leveling and
 NF0355.adjusted by the NATIONAL GEODETIC SURVEY
 NF0355.in June 1991.
 NF0355
 NF0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0355.GEOID18 height accuracy estimate available here.
 NF0355
 NF0355.Click photographs - Photos may exist for this station.
 NF0355
 NF0355.The dynamic height is computed by dividing the NAVD 88
 NF0355.geopotential number by the normal gravity value computed on the
 NF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0355.degrees latitude (g = 980.6199 gals.).
 NF0355
 NF0355.The modeled gravity was interpolated from observed gravity values.
 NF0355
 NF0355;                    North         East    Units  Estimated Accuracy
 NF0355;SPC MI S     -   122,010.    3,922,130.      MT  (+/- 180 meters Scaled)
 NF0355
 NF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN381171(NAD 83)
 NF0355
 NF0355                          SUPERSEDED SURVEY CONTROL
 NF0355
 NF0355  NGVD 29 (??/??/92)  268.650  (m)          881.40   (f) ADJ UNCH    2 0
 NF0355
 NF0355.Superseded values are not recommended for survey control.
 NF0355
 NF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0355.See file dsdata.pdf to determine how the superseded data were derived.
 NF0355
 NF0355_MARKER: DB = BENCH MARK DISK
 NF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0355_STAMPING: 881.356 C 116 1934
 NF0355_MARK LOGO: CGS
 NF0355_PROJECTION: FLUSH
 NF0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0355+STABILITY: SURFACE MOTION
 NF0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0355+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 NF0355
 NF0355  HISTORY     - Date     Condition        Report By
 NF0355  HISTORY     - 1934     MONUMENTED       CGS
 NF0355  HISTORY     - 1940     GOOD             CGS
 NF0355  HISTORY     - 19941109 GOOD             MI-015
 NF0355  HISTORY     - 20050409 GOOD             USPSQD
 NF0355  HISTORY     - 20050701 GOOD             NGS
 NF0355
 NF0355                          STATION DESCRIPTION
 NF0355
 NF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0355'4 MI S FROM HASTINGS.
 NF0355'4.0 MILES SOUTH-SOUTHWEST OF HASTINGS, BARRY COUNTY, IN THE
 NF0355'NORTHWEST QUARTER OF SECTION 1, T 2 N, R 9 W, ON A
 NF0355'NORTH-AND-SOUTH DIRT ROAD, JUST NORTH OF THE POINT WHERE A
 NF0355'GRAVEL ROAD SWINGS NORTHEAST AND SOUTH, 100 YARDS NORTH OF A
 NF0355'FARMHOUSE ON THE WEST SIDE OF THE ROAD, AT THE OLD ROADBED OF
 NF0355'THE CHICAGO, KALAMAZOO AND SAGINAW RAILWAY, 64 FEET NORTHWEST
 NF0355'OF THE CENTERLINE OF THE GRAVEL ROAD, 40 FEET SOUTHEAST OF THE
 NF0355'CENTERLINE OF THE OLD RAILROAD BED, 29 FEET WEST OF THE
 NF0355'CENTERLINE OF THE DIRT ROAD, AND AT A FENCE LINE.  A STANDARD
 NF0355'DISK, STAMPED 881.356 C 116 1934 AND SET IN THE TOP OF A CONCRETE
 NF0355'POST.
 NF0355
 NF0355                          STATION RECOVERY (1994)
 NF0355
 NF0355'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0355'FOUND MARK IN GOOD CONDITION. NOTE--11.7 FEET SOUTH-SOUTHWEST OF A
 NF0355'UTILITY POLE, FENCE IS GONE, 31 FEET WST OF CENTERLINE OF GRAVEL ROAD,
 NF0355'GRAVEL ROAD SOUTHEAST IS NOW BITUMINOUS, 64 FEET IS TO CENTERLINE AT
 NF0355'APPROXIMATE MID POINT OF CURVE.  NOT SUITABLE FOR GPS. CARSONITE
 NF0355'WITNESS POST INSTALLED 1 FOOT WEST OF MARK.
 NF0355
 NF0355                          STATION RECOVERY (2005)
 NF0355
 NF0355'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0355'RECOVERED IN GOOD CONDITION.
 NF0355
 NF0355                          STATION RECOVERY (2005)
 NF0355
 NF0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF0355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0590 ***********************************************************************
 NF0590  DESIGNATION -  C 117
 NF0590  PID         -  NF0590
 NF0590  STATE/COUNTY-  MI/VAN BUREN
 NF0590  COUNTRY     -  US
 NF0590  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0590
 NF0590                         *CURRENT SURVEY CONTROL
 NF0590  ______________________________________________________________________
 NF0590* NAD 83(1986) POSITION- 42 23 22.     (N) 085 59 41.     (W)   SCALED
 NF0590* NAVD 88 ORTHO HEIGHT -   213.803 (meters)      701.45  (feet) ADJUSTED
 NF0590  ______________________________________________________________________
 NF0590  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 NF0590  DYNAMIC HEIGHT  -        213.744 (meters)      701.26  (feet) COMP
 NF0590  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 NF0590
 NF0590  VERT ORDER      -  FIRST     CLASS II
 NF0590
 NF0590.The horizontal coordinates were scaled from a map and have
 NF0590.an estimated accuracy of +/- 6 seconds.
 NF0590
 NF0590.The orthometric height was determined by differential leveling and
 NF0590.adjusted by the NATIONAL GEODETIC SURVEY
 NF0590.in June 1991.
 NF0590
 NF0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0590.GEOID18 height accuracy estimate available here.
 NF0590
 NF0590.Click photographs - Photos may exist for this station.
 NF0590
 NF0590.The dynamic height is computed by dividing the NAVD 88
 NF0590.geopotential number by the normal gravity value computed on the
 NF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0590.degrees latitude (g = 980.6199 gals.).
 NF0590
 NF0590.The modeled gravity was interpolated from observed gravity values.
 NF0590
 NF0590;                    North         East    Units  Estimated Accuracy
 NF0590;SPC MI S     -   100,090.    3,865,960.      MT  (+/- 180 meters Scaled)
 NF0590
 NF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM827935(NAD 83)
 NF0590
 NF0590                          SUPERSEDED SURVEY CONTROL
 NF0590
 NF0590  NGVD 29 (01/19/93)  213.945  (m)          701.92   (f) ADJUSTED    1 2
 NF0590  NGVD 29 (??/??/92)  213.935  (m)          701.89   (f) SUPERSEDED  1 2
 NF0590
 NF0590.Superseded values are not recommended for survey control.
 NF0590
 NF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0590.See file dsdata.pdf to determine how the superseded data were derived.
 NF0590
 NF0590_MARKER: DB = BENCH MARK DISK
 NF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0590_STAMPING: C 117 1934 701.888
 NF0590_MARK LOGO: CGS
 NF0590_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0590+STABILITY: SURFACE MOTION
 NF0590
 NF0590  HISTORY     - Date     Condition        Report By
 NF0590  HISTORY     - 1934     MONUMENTED       CGS
 NF0590  HISTORY     - 1948     GOOD             CGS
 NF0590  HISTORY     - 1977     GOOD             MIDH
 NF0590  HISTORY     - 1984     GOOD             NGS
 NF0590  HISTORY     - 1989     GOOD             USPSQD
 NF0590  HISTORY     - 20000816 GOOD             MI-159
 NF0590  HISTORY     - 20230301 MARK NOT FOUND   MIDT
 NF0590
 NF0590                          STATION DESCRIPTION
 NF0590
 NF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0590'AT BERLAMONT.
 NF0590'AT BERLAMONT, ALONG THE MICHIGAN CENTRAL RAILROAD, IN THE
 NF0590'NORTHWEST QUARTER OF THE NORTH-SOUTH BLACK TOP ROAD CROSSING,
 NF0590'25 FEET NORTH OF THE NORTH RAIL, 133 FEET WEST OF THE CENTER
 NF0590'LINE OF THE ROAD, 4 FEET EAST-SOUTHEAST OF THE 2ND TELEPHONE
 NF0590'POLE WEST OF ROAD, 120 FEET WEST-NORTHWEST OF THE WEST END OF
 NF0590'A 12-INCH PIPE CULVERT UNDER ROAD, 2 FEET SOUTH OF A WHITE
 NF0590'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 NF0590'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0590
 NF0590                          STATION RECOVERY (1977)
 NF0590
 NF0590'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0590'RECOVERED IN GOOD CONDITION.
 NF0590
 NF0590                          STATION RECOVERY (1984)
 NF0590
 NF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0590'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 NF0590'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF COUNTY ROAD
 NF0590'665 IN BLOOMINGDALE, 61.0 M (200.1 FT) SOUTH OF THE CENTER OF 8TH
 NF0590'AVENUE, 40.5 M (132.9 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 8.5
 NF0590'M (27.9 FT) NORTH OF THE CENTER OF AN OLD RAILROAD BED.
 NF0590'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0590'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF0590
 NF0590                          STATION RECOVERY (1989)
 NF0590
 NF0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0590'RECOVERED IN GOOD CONDITION.
 NF0590
 NF0590                          STATION RECOVERY (2000)
 NF0590
 NF0590'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0590'OK FOR GPS
 NF0590
 NF0590                          STATION RECOVERY (2023)
 NF0590
 NF0590'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0590'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0822 ***********************************************************************
 ME0822  DESIGNATION -  C 118
 ME0822  PID         -  ME0822
 ME0822  STATE/COUNTY-  MI/BERRIEN
 ME0822  COUNTRY     -  US
 ME0822  USGS QUAD   -  BRIDGMAN (2017)
 ME0822
 ME0822                         *CURRENT SURVEY CONTROL
 ME0822  ______________________________________________________________________
 ME0822* NAD 83(1986) POSITION- 41 56 28.     (N) 086 33 19.     (W)   SCALED
 ME0822* NAVD 88 ORTHO HEIGHT -   195.832 (meters)      642.49  (feet) ADJUSTED
 ME0822  ______________________________________________________________________
 ME0822  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 ME0822  DYNAMIC HEIGHT  -        195.764 (meters)      642.27  (feet) COMP
 ME0822  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 ME0822
 ME0822  VERT ORDER      -  SECOND    CLASS 0
 ME0822
 ME0822.The horizontal coordinates were scaled from a map and have
 ME0822.an estimated accuracy of +/- 6 seconds.
 ME0822
 ME0822.The orthometric height was determined by differential leveling and
 ME0822.adjusted by the NATIONAL GEODETIC SURVEY
 ME0822.in June 1991.
 ME0822
 ME0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0822.GEOID18 height accuracy estimate available here.
 ME0822
 ME0822.Click photographs - Photos may exist for this station.
 ME0822
 ME0822.The dynamic height is computed by dividing the NAVD 88
 ME0822.geopotential number by the normal gravity value computed on the
 ME0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0822.degrees latitude (g = 980.6199 gals.).
 ME0822
 ME0822.The modeled gravity was interpolated from observed gravity values.
 ME0822
 ME0822;                    North         East    Units  Estimated Accuracy
 ME0822;SPC MI S     -    51,360.    3,818,520.      MT  (+/- 180 meters Scaled)
 ME0822
 ME0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM368433(NAD 83)
 ME0822
 ME0822                          SUPERSEDED SURVEY CONTROL
 ME0822
 ME0822  NGVD 29 (??/??/92)  195.963  (m)          642.92   (f) ADJ UNCH    2 0
 ME0822
 ME0822.Superseded values are not recommended for survey control.
 ME0822
 ME0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0822.See file dsdata.pdf to determine how the superseded data were derived.
 ME0822
 ME0822_MARKER: DB = BENCH MARK DISK
 ME0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0822_STAMPING: C 118 1934
 ME0822_MARK LOGO: CGS
 ME0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0822+STABILITY: SURFACE MOTION
 ME0822
 ME0822  HISTORY     - Date     Condition        Report By
 ME0822  HISTORY     - 1934     MONUMENTED       CGS
 ME0822  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0822
 ME0822                          STATION DESCRIPTION
 ME0822
 ME0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0822'AT BRIDGMAN.
 ME0822'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0822'RAILWAY, 130 YARDS NORTH OF THE NORTH END OF THE STATION, 125
 ME0822'YARDS SOUTH OF MP NO. C 84, 15 YARDS NORTHEAST OF A WIRE FENCE
 ME0822'GATE PAINTED GATE 6, 5 YARDS WEST OF THE WEST RAIL OF THE MAIN
 ME0822'TRACK, 3 YARDS EAST OF THE EAST RAIL OF A SIDE TRACK, A CONCRETE
 ME0822'POST, 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 118
 ME0822'1934.  NOTE-- SEARCHED FOR BUT NOT RECOVERED IN FEBRUARY 1942.
 ME0822'THE LOCATION DESCRIBED HAS BEEN FILLED IN WITH CINDERS AND THE MARK
 ME0822'IS PROBABLY COVERED UP.
 ME0822
 ME0822                          STATION RECOVERY (1969)
 ME0822
 ME0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0822'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0014 ***********************************************************************
 MD0014  DESIGNATION -  C 119
 MD0014  PID         -  MD0014
 MD0014  STATE/COUNTY-  MI/HILLSDALE
 MD0014  COUNTRY     -  US
 MD0014  USGS QUAD   -  PITTSFORD (2017)
 MD0014
 MD0014                         *CURRENT SURVEY CONTROL
 MD0014  ______________________________________________________________________
 MD0014* NAD 83(1986) POSITION- 41 46 56.     (N) 084 24 10.     (W)   SCALED
 MD0014* NAVD 88 ORTHO HEIGHT -   284.342 (meters)      932.88  (feet) ADJUSTED
 MD0014  ______________________________________________________________________
 MD0014  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 MD0014  DYNAMIC HEIGHT  -        284.231 (meters)      932.51  (feet) COMP
 MD0014  MODELED GRAVITY -    980,226.7   (mgal)                       NAVD 88
 MD0014
 MD0014  VERT ORDER      -  SECOND    CLASS 0
 MD0014
 MD0014.The horizontal coordinates were scaled from a map and have
 MD0014.an estimated accuracy of +/- 6 seconds.
 MD0014
 MD0014.The orthometric height was determined by differential leveling and
 MD0014.adjusted by the NATIONAL GEODETIC SURVEY
 MD0014.in June 1991.
 MD0014
 MD0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0014.GEOID18 height accuracy estimate available here.
 MD0014
 MD0014.Click photographs - Photos may exist for this station.
 MD0014
 MD0014.The dynamic height is computed by dividing the NAVD 88
 MD0014.geopotential number by the normal gravity value computed on the
 MD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0014.degrees latitude (g = 980.6199 gals.).
 MD0014
 MD0014.The modeled gravity was interpolated from observed gravity values.
 MD0014
 MD0014;                    North         East    Units  Estimated Accuracy
 MD0014;SPC MI S     -    31,350.    3,997,000.      MT  (+/- 180 meters Scaled)
 MD0014
 MD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM158288(NAD 83)
 MD0014
 MD0014                          SUPERSEDED SURVEY CONTROL
 MD0014
 MD0014  NGVD 29 (??/??/92)  284.468  (m)          933.29   (f) ADJ UNCH    2 0
 MD0014
 MD0014.Superseded values are not recommended for survey control.
 MD0014
 MD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0014.See file dsdata.pdf to determine how the superseded data were derived.
 MD0014
 MD0014_MARKER: DB = BENCH MARK DISK
 MD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0014_STAMPING: C 119 1934
 MD0014_MARK LOGO: CGS
 MD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0014+STABILITY: SURFACE MOTION
 MD0014
 MD0014  HISTORY     - Date     Condition        Report By
 MD0014  HISTORY     - 1934     MONUMENTED       CGS
 MD0014  HISTORY     - 1988     GOOD             USPSQD
 MD0014  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0014  HISTORY     - 20180524 MARK NOT FOUND   MIDT
 MD0014
 MD0014                          STATION DESCRIPTION
 MD0014
 MD0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0014'AT PRATTVILLE.
 MD0014'AT PRATTVILLE, HILLSDALE COUNTY, ABOUT 47 YARDS NORTHWEST OF THE
 MD0014'NORTHWEST CORNER OF THE CINCINNATI NORTHERN RAILROAD STATION,
 MD0014'44.8 FEET NORTHWEST OF THE WEST RAIL OF THE MAIN TRACK AT THE
 MD0014'CROSSING OF THE CENTERLINE OF COUNTY ROAD 308, 40.2 FEET NORTH
 MD0014'OF THE CENTERLINE OF THE ROAD, 28.4 FEET WEST OF THE WEST RAIL
 MD0014'OF THE MAIN TRACK, 1.6 FEET EAST OF THE WIRE FENCE, AND ABOUT
 MD0014'1/2 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 119
 MD0014'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0014
 MD0014                          STATION RECOVERY (1988)
 MD0014
 MD0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0014'RECOVERED IN GOOD CONDITION.
 MD0014
 MD0014                          STATION RECOVERY (2000)
 MD0014
 MD0014'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0014'RAILROAD BED HAS BEEN REMOVED, RAILROAD STATION HAS BEEN REMOVED.
 MD0014
 MD0014                          STATION RECOVERY (2018)
 MD0014
 MD0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 MD0014'THE RAILWAY WAS REMOVED AND THE AREA IS COVERED BY TONS OF BRUSH.
 MD0014'EVEN IF THE MARK WAS FOUND IT WOULD BE UNUSABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1023 ***********************************************************************
 RL1023  DESIGNATION -  C 120
 RL1023  PID         -  RL1023
 RL1023  STATE/COUNTY-  MI/GOGEBIC
 RL1023  COUNTRY     -  US
 RL1023  USGS QUAD   -  IMP LAKE (2017)
 RL1023
 RL1023                         *CURRENT SURVEY CONTROL
 RL1023  ______________________________________________________________________
 RL1023* NAD 83(1986) POSITION- 46 11 46.     (N) 089 03 26.     (W)   SCALED
 RL1023* NAVD 88 ORTHO HEIGHT -   531.606 (meters)     1744.11  (feet) ADJUSTED
 RL1023  ______________________________________________________________________
 RL1023  GEOID HEIGHT    -        -31.444 (meters)                     GEOID18
 RL1023  DYNAMIC HEIGHT  -        531.613 (meters)     1744.13  (feet) COMP
 RL1023  MODELED GRAVITY -    980,609.6   (mgal)                       NAVD 88
 RL1023
 RL1023  VERT ORDER      -  SECOND    CLASS 0
 RL1023
 RL1023.The horizontal coordinates were scaled from a map and have
 RL1023.an estimated accuracy of +/- 6 seconds.
 RL1023
 RL1023.The orthometric height was determined by differential leveling and
 RL1023.adjusted by the NATIONAL GEODETIC SURVEY
 RL1023.in June 1991.
 RL1023
 RL1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1023.GEOID18 height accuracy estimate available here.
 RL1023
 RL1023.Click photographs - Photos may exist for this station.
 RL1023
 RL1023.The dynamic height is computed by dividing the NAVD 88
 RL1023.geopotential number by the normal gravity value computed on the
 RL1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1023.degrees latitude (g = 980.6199 gals.).
 RL1023
 RL1023.The modeled gravity was interpolated from observed gravity values.
 RL1023
 RL1023;                    North         East    Units  Estimated Accuracy
 RL1023;SPC MI N     -   159,080.    7,841,240.      MT  (+/- 180 meters Scaled)
 RL1023
 RL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS412178(NAD 83)
 RL1023
 RL1023                          SUPERSEDED SURVEY CONTROL
 RL1023
 RL1023  NGVD 29 (??/??/92)  531.623  (m)         1744.17   (f) ADJ UNCH    2 0
 RL1023
 RL1023.Superseded values are not recommended for survey control.
 RL1023
 RL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1023.See file dsdata.pdf to determine how the superseded data were derived.
 RL1023
 RL1023_MARKER: DB = BENCH MARK DISK
 RL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1023_STAMPING: C 120 1948
 RL1023_MARK LOGO: CGS
 RL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1023+STABILITY: SURFACE MOTION
 RL1023
 RL1023  HISTORY     - Date     Condition        Report By
 RL1023  HISTORY     - 1948     MONUMENTED       CGS
 RL1023  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1023
 RL1023                          STATION DESCRIPTION
 RL1023
 RL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1023'9.2 MI NE FROM LAND O LAKES.
 RL1023'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1023'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1023'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1023'THENCE ABOUT 2.95 MILES NORTHEAST ALONG A ROAD LEADING TO U.S.
 RL1023'HIGHWAY 2, ABOUT 0.75 MILE EAST OF THE JUNCTION OF A ROAD
 RL1023'NORTH TO IMP LAKE AND LOOKOUT TOWER, 21 FEET SOUTH OF THE
 RL1023'CENTER LINE OF THE ROAD, 48 FEET EAST-SOUTHEAST OF THE CENTER
 RL1023'OF THE JUNCTION OF A DIM TRAIL SOUTH-SOUTHWEST, 2 FEET EAST
 RL1023'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL1023'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1023
 RL1023                          STATION RECOVERY (2005)
 RL1023
 RL1023'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1023'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1010 ***********************************************************************
 RL1010  DESIGNATION -  C 122
 RL1010  PID         -  RL1010
 RL1010  STATE/COUNTY-  MI/ONTONAGON
 RL1010  COUNTRY     -  US
 RL1010  USGS QUAD   -  FULLER (2017)
 RL1010
 RL1010                         *CURRENT SURVEY CONTROL
 RL1010  ______________________________________________________________________
 RL1010* NAD 83(1986) POSITION- 46 21 34.6    (N) 089 01 13.2    (W)   HD_HELD2
 RL1010* NAVD 88 ORTHO HEIGHT -   495.173 (meters)     1624.58  (feet) ADJUSTED
 RL1010  ______________________________________________________________________
 RL1010  GEOID HEIGHT    -        -31.702 (meters)                     GEOID18
 RL1010  DYNAMIC HEIGHT  -        495.183 (meters)     1624.61  (feet) COMP
 RL1010  MODELED GRAVITY -    980,620.1   (mgal)                       NAVD 88
 RL1010
 RL1010  VERT ORDER      -  SECOND    CLASS 0
 RL1010
 RL1010.The horizontal coordinates were established by autonomous hand held GPS
 RL1010.observations and have an estimated accuracy of +/- 10 meters.
 RL1010
 RL1010.The orthometric height was determined by differential leveling and
 RL1010.adjusted by the NATIONAL GEODETIC SURVEY
 RL1010.in June 1991.
 RL1010
 RL1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1010.GEOID18 height accuracy estimate available here.
 RL1010
 RL1010.Click photographs - Photos may exist for this station.
 RL1010
 RL1010.The dynamic height is computed by dividing the NAVD 88
 RL1010.geopotential number by the normal gravity value computed on the
 RL1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1010.degrees latitude (g = 980.6199 gals.).
 RL1010
 RL1010.The modeled gravity was interpolated from observed gravity values.
 RL1010
 RL1010;                    North         East    Units  Estimated Accuracy
 RL1010;SPC MI N     -   177,175.    7,844,547.      MT  (+/- 10 meters HH2 GPS)
 RL1010
 RL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4457835987(NAD 83)
 RL1010
 RL1010                          SUPERSEDED SURVEY CONTROL
 RL1010
 RL1010  NGVD 29 (??/??/92)  495.190  (m)         1624.64   (f) ADJ UNCH    2 0
 RL1010
 RL1010.Superseded values are not recommended for survey control.
 RL1010
 RL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1010.See file dsdata.pdf to determine how the superseded data were derived.
 RL1010
 RL1010_MARKER: DB = BENCH MARK DISK
 RL1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1010_STAMPING: C 122 1948
 RL1010_MARK LOGO: CGS
 RL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1010+STABILITY: SURFACE MOTION
 RL1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1010+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1010
 RL1010  HISTORY     - Date     Condition        Report By
 RL1010  HISTORY     - 1948     MONUMENTED       CGS
 RL1010  HISTORY     - 20040720 GOOD             GEOCAC
 RL1010
 RL1010                          STATION DESCRIPTION
 RL1010
 RL1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1010'12.6 MI NE FROM WATERSMEET.
 RL1010'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1010'FROM THE STATION AT WATERSMEET, THENCE ABOUT 5.95 MILES NORTH
 RL1010'ALONG TROUT CREEK ROAD, ABOUT 0.35 MILE SOUTH OF THE BRIDGE
 RL1010'OVER DEADMAN CREEK, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A
 RL1010'ROAD WEST TO HIGHWAY 45, AT THE SOUTH END OF A 2-FOOT CUT AND
 RL1010'AT A SMALL CLEARING IN THE WOODS, 22 FEET EAST OF THE CENTER
 RL1010'LINE OF THE ROAD, 38.5 FEET NORTHWEST OF A TRIANGULAR BLAZED
 RL1010'16-INCH MAPLE TREE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL1010'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1010'POST PROJECTING 4 INCHES.
 RL1010
 RL1010                          STATION RECOVERY (2004)
 RL1010
 RL1010'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1010'5.5 FT SOUTH OF A BLAZED 5-INCH MAPLE TREE AND 0.5 FT WEST OF A METAL
 RL1010'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0321 ***********************************************************************
 RL0321  DESIGNATION -  C 123
 RL0321  PID         -  RL0321
 RL0321  STATE/COUNTY-  MI/HOUGHTON
 RL0321  COUNTRY     -  US
 RL0321  USGS QUAD   -  KENTON (2017)
 RL0321
 RL0321                         *CURRENT SURVEY CONTROL
 RL0321  ______________________________________________________________________
 RL0321* NAD 83(1986) POSITION- 46 28 13.     (N) 088 53 14.     (W)   SCALED
 RL0321* NAVD 88 ORTHO HEIGHT -   381.057 (meters)     1250.18  (feet) ADJUSTED
 RL0321  ______________________________________________________________________
 RL0321  GEOID HEIGHT    -        -32.254 (meters)                     GEOID18
 RL0321  DYNAMIC HEIGHT  -        381.070 (meters)     1250.23  (feet) COMP
 RL0321  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 RL0321
 RL0321  VERT ORDER      -  SECOND    CLASS 0
 RL0321
 RL0321.The horizontal coordinates were scaled from a map and have
 RL0321.an estimated accuracy of +/- 6 seconds.
 RL0321
 RL0321.The orthometric height was determined by differential leveling and
 RL0321.adjusted by the NATIONAL GEODETIC SURVEY
 RL0321.in June 1991.
 RL0321
 RL0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0321.GEOID18 height accuracy estimate available here.
 RL0321
 RL0321.Click photographs - Photos may exist for this station.
 RL0321
 RL0321.The dynamic height is computed by dividing the NAVD 88
 RL0321.geopotential number by the normal gravity value computed on the
 RL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0321.degrees latitude (g = 980.6199 gals.).
 RL0321
 RL0321.The modeled gravity was interpolated from observed gravity values.
 RL0321
 RL0321;                    North         East    Units  Estimated Accuracy
 RL0321;SPC MI N     -   189,220.    7,855,080.      MT  (+/- 180 meters Scaled)
 RL0321
 RL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS551480(NAD 83)
 RL0321
 RL0321                          SUPERSEDED SURVEY CONTROL
 RL0321
 RL0321  NGVD 29 (??/??/92)  381.072  (m)         1250.23   (f) ADJ UNCH    2 0
 RL0321
 RL0321.Superseded values are not recommended for survey control.
 RL0321
 RL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0321.See file dsdata.pdf to determine how the superseded data were derived.
 RL0321
 RL0321_MARKER: DB = BENCH MARK DISK
 RL0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0321_STAMPING: C 123 1948
 RL0321_MARK LOGO: CGS
 RL0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0321+STABILITY: SURFACE MOTION
 RL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0321+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 RL0321
 RL0321  HISTORY     - Date     Condition        Report By
 RL0321  HISTORY     - 1948     MONUMENTED       CGS
 RL0321  HISTORY     - 1985     GOOD             NGS
 RL0321  HISTORY     - 19920806 GOOD             MIDT
 RL0321
 RL0321                          STATION DESCRIPTION
 RL0321
 RL0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0321'1.2 MI S FROM KENTON.
 RL0321'1.15 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE POST
 RL0321'OFFICE AT KENTON, ABOUT 0.15 MILE SOUTH OF A CURVE SOUTH AND
 RL0321'NORTHWEST AND A DIM ROAD NORTH, AT THE JUNCTION OF A GRAVEL
 RL0321'ROAD LEADING EAST TO EAST BRANCH CAMP GROUND, 50 FEET EAST OF
 RL0321'THE CENTER LINE OF THE HIGHWAY, 154 FEET NORTH OF THE CENTER
 RL0321'LINE OF THE ROAD EAST, 1 FOOT WEST OF A WIRE FENCE, 31.5 FEET
 RL0321'EAST-NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 RL0321'OF AN 18-INCH CORRUGATED PIPE CULVERT, 98.5 FEET SOUTH OF A
 RL0321'MICHIGAN F.A.P. MARKER POST, 2.5 FEET SOUTH OF A WHITE WOODEN
 RL0321'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL0321'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0321
 RL0321                          STATION RECOVERY (1985)
 RL0321
 RL0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0321'RECOVERED IN GOOD CONDITION.
 RL0321
 RL0321                          STATION RECOVERY (1992)
 RL0321
 RL0321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 RL0321'ABOUT 1.15 MI (1.85 KM) SOUTH OF KENTON, ALONG NATIONAL FOREST HIGHWAY
 RL0321'NUMBER 16, NEAR THE 1/4 CORNER BETWEEN SECTIONS 13 AND 14, T-47-N,
 RL0321'R-36-W AND ON THE KENTON QUADRANGLE MAP.  FROM THE JUNCTION OF STATE
 RL0321'HIGHWAY M-28 AND NATIONAL FOREST HIGHWAY NUMBER 16 IN KENTON, GO SOUTH
 RL0321'ALONG HIGHWAY 16 FOR 1.15 MI (1.85 KM) TO A GRAVEL ROAD LEADING EAST
 RL0321'AND THE STATION ON THE LEFT (EAST) SIDE OF THE HIGHWAY IN THE
 RL0321'NORTHEAST QUADRANT OF THE JUNCTION OF THE ROAD LEADING EAST. (NOTE--A
 RL0321'4-WD VEHICLE CAN BE DRIVEN WITHIN 1 FT (0.3 M) OF THE MARK.) STATION
 RL0321'IS PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 50.0 FT (15.2 M)
 RL0321'EAST OF THE CENTERLINE OF NATION FOREST HIGHWAY NUMBER 16, 154.0 FT
 RL0321'(46.9 M) NORTH OF THE ROAD LEADING EAST, 1.0 FT (0.3 M) EAST OF A
 RL0321'CARSONITE WITNESS POST, AND ABOUT 3.0 FT (0.9 M) LOWER THAN THE
 RL0321'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0455 ***********************************************************************
 RL0455  DESIGNATION -  C 124
 RL0455  PID         -  RL0455
 RL0455  STATE/COUNTY-  MI/IRON
 RL0455  COUNTRY     -  US
 RL0455  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL0455
 RL0455                         *CURRENT SURVEY CONTROL
 RL0455  ______________________________________________________________________
 RL0455* NAD 83(1986) POSITION- 46 02 34.     (N) 088 46 08.     (W)   SCALED
 RL0455* NAVD 88 ORTHO HEIGHT -   477.280 (meters)     1565.88  (feet) ADJUSTED
 RL0455  ______________________________________________________________________
 RL0455  GEOID HEIGHT    -        -32.011 (meters)                     GEOID18
 RL0455  DYNAMIC HEIGHT  -        477.283 (meters)     1565.89  (feet) COMP
 RL0455  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 RL0455
 RL0455  VERT ORDER      -  SECOND    CLASS I
 RL0455
 RL0455.The horizontal coordinates were scaled from a map and have
 RL0455.an estimated accuracy of +/- 6 seconds.
 RL0455
 RL0455.The orthometric height was determined by differential leveling and
 RL0455.adjusted by the NATIONAL GEODETIC SURVEY
 RL0455.in February 2017.
 RL0455
 RL0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0455.GEOID18 height accuracy estimate available here.
 RL0455
 RL0455.Click photographs - Photos may exist for this station.
 RL0455
 RL0455.The dynamic height is computed by dividing the NAVD 88
 RL0455.geopotential number by the normal gravity value computed on the
 RL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0455.degrees latitude (g = 980.6199 gals.).
 RL0455
 RL0455.The modeled gravity was interpolated from observed gravity values.
 RL0455
 RL0455;                    North         East    Units  Estimated Accuracy
 RL0455;SPC MI N     -   141,510.    7,863,110.      MT  (+/- 180 meters Scaled)
 RL0455
 RL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS631003(NAD 83)
 RL0455
 RL0455                          SUPERSEDED SURVEY CONTROL
 RL0455
 RL0455  NAVD 88 (06/15/91)  477.284  (m)         1565.89   (f) SUPERSEDED  2 0
 RL0455  NGVD 29 (??/??/92)  477.285  (m)         1565.89   (f) ADJ UNCH    2 0
 RL0455
 RL0455.Superseded values are not recommended for survey control.
 RL0455
 RL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0455.See file dsdata.pdf to determine how the superseded data were derived.
 RL0455
 RL0455_MARKER: DB = BENCH MARK DISK
 RL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0455_STAMPING: C 124 1948
 RL0455_MARK LOGO: CGS
 RL0455_PROJECTION: PROJECTING 3 CENTIMETERS
 RL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0455+STABILITY: SURFACE MOTION
 RL0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0455+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 RL0455
 RL0455  HISTORY     - Date     Condition        Report By
 RL0455  HISTORY     - 1948     MONUMENTED       CGS
 RL0455  HISTORY     - 20000309 GOOD             MIDT
 RL0455  HISTORY     - 20020619 GOOD             USPSQD
 RL0455  HISTORY     - 20140801 GOOD             WIDT
 RL0455
 RL0455                          STATION DESCRIPTION
 RL0455
 RL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0455'7.4 MI SW FROM IRON RIVER.
 RL0455'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0455'IRON RIVER, THENCE ABOUT 6.05 MILES SOUTHWEST ALONG STATE
 RL0455'HIGHWAY 73, NEAR THE NORTHEAST END OF A SHORT NORTHEAST-SOUTHWEST
 RL0455'TANGENT IN HIGHWAY, ABOUT 0.35 MILE SOUTHWEST OF A CROSS ROAD
 RL0455'(EAST TO STANLEY LAKE), AT A ROADSIDE TABLE AND TRAIL NORTHWEST
 RL0455'TO BASS LAKE, 62 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0455'26 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL, 33 FEET
 RL0455'NORTHWEST OF A SIGN BASS LAKE, ABOUT LEVEL WITH THE HIGHWAY AND
 RL0455'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0455
 RL0455                          STATION RECOVERY (2000)
 RL0455
 RL0455'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0455'US-2, 6.05 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0455'AT BASS LAKE BOAT LAUNCH SITE (USFS). 68 FT -SW- OF ACCESS RD TO BOAT
 RL0455'LAUNCH, 62 FT -NW- OF HWY C/L, 32 FT -W- OF WOOD SIGN POST, 1 FT -NE-
 RL0455'OF WITNESS POST AND LEVEL WITH HIGHWAY.
 RL0455
 RL0455                          STATION RECOVERY (2002)
 RL0455
 RL0455'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0455'RECOVERED IN GOOD CONDITION.
 RL0455
 RL0455                          STATION RECOVERY (2014)
 RL0455
 RL0455'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 RL0455'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0334 ***********************************************************************
 RL0334  DESIGNATION -  C 125
 RL0334  PID         -  RL0334
 RL0334  STATE/COUNTY-  MI/IRON
 RL0334  COUNTRY     -  US
 RL0334  USGS QUAD   -  WINSLOW LAKE (2017)
 RL0334
 RL0334                         *CURRENT SURVEY CONTROL
 RL0334  ______________________________________________________________________
 RL0334* NAD 83(1986) POSITION- 46 18 30.08   (N) 088 52 13.54   (W)   HD_HELD1
 RL0334* NAVD 88 ORTHO HEIGHT -   485.462 (meters)     1592.72  (feet) ADJUSTED
 RL0334  ______________________________________________________________________
 RL0334  GEOID HEIGHT    -        -31.813 (meters)                     GEOID18
 RL0334  DYNAMIC HEIGHT  -        485.469 (meters)     1592.74  (feet) COMP
 RL0334  MODELED GRAVITY -    980,614.4   (mgal)                       NAVD 88
 RL0334
 RL0334  VERT ORDER      -  SECOND    CLASS 0
 RL0334
 RL0334.The horizontal coordinates were determined by differentially corrected
 RL0334.hand held GPS observations or other comparable positioning techniques
 RL0334.and have an estimated accuracy of +/- 3 meters.
 RL0334
 RL0334.The orthometric height was determined by differential leveling and
 RL0334.adjusted by the NATIONAL GEODETIC SURVEY
 RL0334.in June 1991.
 RL0334
 RL0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0334.GEOID18 height accuracy estimate available here.
 RL0334
 RL0334.Click photographs - Photos may exist for this station.
 RL0334
 RL0334.The dynamic height is computed by dividing the NAVD 88
 RL0334.geopotential number by the normal gravity value computed on the
 RL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0334.degrees latitude (g = 980.6199 gals.).
 RL0334
 RL0334.The modeled gravity was interpolated from observed gravity values.
 RL0334
 RL0334;                    North         East    Units  Estimated Accuracy
 RL0334;SPC MI N     -   171,196.8   7,855,944.8     MT  (+/- 3 meters HH1 GPS) 
 RL0334
 RL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5597630008(NAD 83)
 RL0334
 RL0334                          SUPERSEDED SURVEY CONTROL
 RL0334
 RL0334  NGVD 29 (??/??/92)  485.472  (m)         1592.75   (f) ADJ UNCH    2 0
 RL0334
 RL0334.Superseded values are not recommended for survey control.
 RL0334
 RL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0334.See file dsdata.pdf to determine how the superseded data were derived.
 RL0334
 RL0334_MARKER: DB = BENCH MARK DISK
 RL0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0334_STAMPING: C 125 1948
 RL0334_MARK LOGO: CGS
 RL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0334+STABILITY: SURFACE MOTION
 RL0334
 RL0334  HISTORY     - Date     Condition        Report By
 RL0334  HISTORY     - 1948     MONUMENTED       CGS
 RL0334  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0334  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0334
 RL0334                          STATION DESCRIPTION
 RL0334
 RL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0334'7 MI N FROM ELMWOOD.
 RL0334'7.0 MILES NORTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE CROSSING
 RL0334'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD, ABOUT 0.75
 RL0334'MILE NORTH OF A WOODEN BRIDGE OVER PAINT RIVER, ABOUT 0.85 MILE
 RL0334'SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTHEAST, 23 FEET
 RL0334'EAST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE
 RL0334'CENTER LINE OF A TRAIL SOUTHEAST, 3 FEET SOUTH OF A WHITE WOODEN
 RL0334'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF
 RL0334'A CONCRETE POST PROJECTING 6 INCHES.
 RL0334
 RL0334                          STATION RECOVERY (1997)
 RL0334
 RL0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0334'MARK NOT FOUND.
 RL0334
 RL0334                          STATION RECOVERY (2002)
 RL0334
 RL0334'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0374 ***********************************************************************
 RL0374  DESIGNATION -  C 126
 RL0374  PID         -  RL0374
 RL0374  STATE/COUNTY-  MI/IRON
 RL0374  COUNTRY     -  US
 RL0374  USGS QUAD   -  PERCH LAKE (2017)
 RL0374
 RL0374                         *CURRENT SURVEY CONTROL
 RL0374  ______________________________________________________________________
 RL0374* NAD 83(1986) POSITION- 46 16 44.40   (N) 088 41 35.36   (W)   HD_HELD1
 RL0374* NAVD 88 ORTHO HEIGHT -   476.171 (meters)     1562.24  (feet) ADJUSTED
 RL0374  ______________________________________________________________________
 RL0374  GEOID HEIGHT    -        -32.028 (meters)                     GEOID18
 RL0374  DYNAMIC HEIGHT  -        476.184 (meters)     1562.28  (feet) COMP
 RL0374  MODELED GRAVITY -    980,625.7   (mgal)                       NAVD 88
 RL0374
 RL0374  VERT ORDER      -  SECOND    CLASS 0
 RL0374
 RL0374.The horizontal coordinates were determined by differentially corrected
 RL0374.hand held GPS observations or other comparable positioning techniques
 RL0374.and have an estimated accuracy of +/- 3 meters.
 RL0374
 RL0374.The orthometric height was determined by differential leveling and
 RL0374.adjusted by the NATIONAL GEODETIC SURVEY
 RL0374.in June 1991.
 RL0374
 RL0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0374.GEOID18 height accuracy estimate available here.
 RL0374
 RL0374.Click photographs - Photos may exist for this station.
 RL0374
 RL0374.The dynamic height is computed by dividing the NAVD 88
 RL0374.geopotential number by the normal gravity value computed on the
 RL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0374.degrees latitude (g = 980.6199 gals.).
 RL0374
 RL0374.The modeled gravity was interpolated from observed gravity values.
 RL0374
 RL0374;                    North         East    Units  Estimated Accuracy
 RL0374;SPC MI N     -   167,627.9   7,869,526.0     MT  (+/- 3 meters HH1 GPS) 
 RL0374
 RL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6955626440(NAD 83)
 RL0374
 RL0374                          SUPERSEDED SURVEY CONTROL
 RL0374
 RL0374  NGVD 29 (??/??/92)  476.17   (m)         1562.2    (f) COMPUTED    2 0
 RL0374
 RL0374.Superseded values are not recommended for survey control.
 RL0374
 RL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0374.See file dsdata.pdf to determine how the superseded data were derived.
 RL0374
 RL0374_MARKER: DB = BENCH MARK DISK
 RL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0374_STAMPING: C 126 1948
 RL0374_MARK LOGO: CGS
 RL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0374+STABILITY: SURFACE MOTION
 RL0374
 RL0374  HISTORY     - Date     Condition        Report By
 RL0374  HISTORY     - 1948     MONUMENTED       CGS
 RL0374  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0374
 RL0374                          STATION DESCRIPTION
 RL0374
 RL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0374'3.9 MI N FROM GIBBS CITY.
 RL0374'3.9 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0374'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 100 YARDS
 RL0374'NORTHEAST OF A CURVE NORTHEAST AND SOUTH, ABOUT 15 YARDS
 RL0374'SOUTHWEST OF THE TOP OF A GRADE, 24 FEET SOUTHEAST OF THE CENTER
 RL0374'LINE OF THE ROAD, 25 FEET SOUTHWEST OF A 6-INCH MAPLE TREE WITH
 RL0374'BLAZE AND FOREST SERVICE LOCATION PLATE, 2 FEET SOUTH OF A WHITE
 RL0374'WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL ROAD, AND SET IN THE
 RL0374'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0374
 RL0374                          STATION RECOVERY (1997)
 RL0374
 RL0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0312 ***********************************************************************
 RL0312  DESIGNATION -  C 127
 RL0312  PID         -  RL0312
 RL0312  STATE/COUNTY-  MI/IRON
 RL0312  COUNTRY     -  US
 RL0312  USGS QUAD   -  PORTER LAKE (2017)
 RL0312
 RL0312                         *CURRENT SURVEY CONTROL
 RL0312  ______________________________________________________________________
 RL0312* NAD 83(1986) POSITION- 46 22 29.     (N) 088 34 37.     (W)   SCALED
 RL0312* NAVD 88 ORTHO HEIGHT -   468.226 (meters)     1536.17  (feet) ADJUSTED
 RL0312  ______________________________________________________________________
 RL0312  GEOID HEIGHT    -        -32.281 (meters)                     GEOID18
 RL0312  DYNAMIC HEIGHT  -        468.244 (meters)     1536.23  (feet) COMP
 RL0312  MODELED GRAVITY -    980,638.5   (mgal)                       NAVD 88
 RL0312
 RL0312  VERT ORDER      -  SECOND    CLASS 0
 RL0312
 RL0312.The horizontal coordinates were scaled from a map and have
 RL0312.an estimated accuracy of +/- 6 seconds.
 RL0312
 RL0312.The orthometric height was determined by differential leveling and
 RL0312.adjusted by the NATIONAL GEODETIC SURVEY
 RL0312.in June 1991.
 RL0312
 RL0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0312.GEOID18 height accuracy estimate available here.
 RL0312
 RL0312.Click photographs - Photos may exist for this station.
 RL0312
 RL0312.The dynamic height is computed by dividing the NAVD 88
 RL0312.geopotential number by the normal gravity value computed on the
 RL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0312.degrees latitude (g = 980.6199 gals.).
 RL0312
 RL0312.The modeled gravity was interpolated from observed gravity values.
 RL0312
 RL0312;                    North         East    Units  Estimated Accuracy
 RL0312;SPC MI N     -   178,080.    7,878,690.      MT  (+/- 180 meters Scaled)
 RL0312
 RL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS787368(NAD 83)
 RL0312
 RL0312                          SUPERSEDED SURVEY CONTROL
 RL0312
 RL0312  NGVD 29 (??/??/92)  468.220  (m)         1536.15   (f) ADJ UNCH    2 0
 RL0312
 RL0312.Superseded values are not recommended for survey control.
 RL0312
 RL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0312.See file dsdata.pdf to determine how the superseded data were derived.
 RL0312
 RL0312_MARKER: DB = BENCH MARK DISK
 RL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0312_STAMPING: C 127 1948
 RL0312_MARK LOGO: CGS
 RL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0312+STABILITY: SURFACE MOTION
 RL0312
 RL0312  HISTORY     - Date     Condition        Report By
 RL0312  HISTORY     - 1948     MONUMENTED       CGS
 RL0312  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0312
 RL0312                          STATION DESCRIPTION
 RL0312
 RL0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0312'3.8 MI W FROM PARK SIDING.
 RL0312'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0312'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35
 RL0312'MILES WEST AND SOUTHWEST ALONG A LOGGING ROAD, ABOUT 0.7 MILE
 RL0312'SOUTHWEST OF A BRIDGE ACROSS A CREEK WHICH EMPTIES INTO THE
 RL0312'NORTHEAST BAY OF CABLE LAKE, ABOUT 0.15 MILE NORTHEAST OF THE
 RL0312'JUNCTION OF A TRAIL WEST, AT THE JUNCTION OF A ROAD LEADING
 RL0312'SOUTH TO EAST SHORE OF CABLE LAKE, AND A TRAIL LEADING SOUTHWEST
 RL0312'TO THE NORTHWEST TIP OF THE NORTHWEST BAY OF CABLE LAKE, 64
 RL0312'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHWEST
 RL0312'OF THE TRAIL SOUTHWEST, 9.5 FEET NORTH-NORTHEAST OF A TRIANGULAR
 RL0312'BLAZED 20-INCH MAPLE TREE, 1.5 FEET SOUTH-SOUTHWEST OF A 2-FOOT
 RL0312'BOULDER, 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0312'POST PROJECTING 5 INCHES.
 RL0312
 RL0312                          STATION RECOVERY (1982)
 RL0312
 RL0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0696 ***********************************************************************
 RL0696  DESIGNATION -  C 128
 RL0696  PID         -  RL0696
 RL0696  STATE/COUNTY-  MI/HOUGHTON
 RL0696  COUNTRY     -  US
 RL0696  USGS QUAD   -  SIDNAW (2017)
 RL0696
 RL0696                         *CURRENT SURVEY CONTROL
 RL0696  ______________________________________________________________________
 RL0696* NAD 83(1986) POSITION- 46 30 29.     (N) 088 42 26.     (W)   SCALED
 RL0696* NAVD 88 ORTHO HEIGHT -   418.175 (meters)     1371.96  (feet) ADJUSTED
 RL0696  ______________________________________________________________________
 RL0696  GEOID HEIGHT    -        -32.621 (meters)                     GEOID18
 RL0696  DYNAMIC HEIGHT  -        418.186 (meters)     1372.00  (feet) COMP
 RL0696  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 RL0696
 RL0696  VERT ORDER      -  SECOND    CLASS 0
 RL0696
 RL0696.The horizontal coordinates were scaled from a map and have
 RL0696.an estimated accuracy of +/- 6 seconds.
 RL0696
 RL0696.The orthometric height was determined by differential leveling and
 RL0696.adjusted by the NATIONAL GEODETIC SURVEY
 RL0696.in June 1991.
 RL0696
 RL0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0696.GEOID18 height accuracy estimate available here.
 RL0696
 RL0696.Click photographs - Photos may exist for this station.
 RL0696
 RL0696.The dynamic height is computed by dividing the NAVD 88
 RL0696.geopotential number by the normal gravity value computed on the
 RL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0696.degrees latitude (g = 980.6199 gals.).
 RL0696
 RL0696.The modeled gravity was interpolated from observed gravity values.
 RL0696
 RL0696;                    North         East    Units  Estimated Accuracy
 RL0696;SPC MI N     -   193,100.    7,868,990.      MT  (+/- 180 meters Scaled)
 RL0696
 RL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS690519(NAD 83)
 RL0696
 RL0696                          SUPERSEDED SURVEY CONTROL
 RL0696
 RL0696  NGVD 29 (??/??/92)  418.184  (m)         1371.99   (f) ADJ UNCH    2 0
 RL0696
 RL0696.Superseded values are not recommended for survey control.
 RL0696
 RL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0696.See file dsdata.pdf to determine how the superseded data were derived.
 RL0696
 RL0696_MARKER: DB = BENCH MARK DISK
 RL0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0696_STAMPING: C 128 1948
 RL0696_MARK LOGO: CGS
 RL0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0696+STABILITY: SURFACE MOTION
 RL0696
 RL0696  HISTORY     - Date     Condition        Report By
 RL0696  HISTORY     - 1948     MONUMENTED       CGS
 RL0696  HISTORY     - 1989     GOOD             USPSQD
 RL0696
 RL0696                          STATION DESCRIPTION
 RL0696
 RL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0696'AT SIDNAW.
 RL0696'AT SIDNAW, AT THE PRICKETT-GROOMS AIRPORT, ABOUT 0.2 MILE EAST
 RL0696'ACROSS AIRPORT FROM THE SIDNAW SCHOOL, AT THE SOUTH EDGE AND
 RL0696'NEAR THE CENTER OF THE EAST-WEST RUNWAY, ABOUT 0.1 MILE NORTHEAST
 RL0696'OF THE SOUTH AND MAIN GATE TO FIELD, AT A FENCE CORNER, 2.5 FEET
 RL0696'WEST OF THE FENCE CORNER, 23.5 FEET SOUTH OF THE SOUTH EDGE OF
 RL0696'THE EAST-WEST RUNWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL0696'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0696
 RL0696                          STATION RECOVERY (1989)
 RL0696
 RL0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0649 ***********************************************************************
 RL0649  DESIGNATION -  C 129
 RL0649  PID         -  RL0649
 RL0649  STATE/COUNTY-  MI/BARAGA
 RL0649  COUNTRY     -  US
 RL0649  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0649
 RL0649                         *CURRENT SURVEY CONTROL
 RL0649  ______________________________________________________________________
 RL0649* NAD 83(1986) POSITION- 46 39 16.4    (N) 088 35 22.5    (W)   HD_HELD2
 RL0649* NAVD 88 ORTHO HEIGHT -   401.348 (meters)     1316.76  (feet) ADJUSTED
 RL0649  ______________________________________________________________________
 RL0649  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 RL0649  DYNAMIC HEIGHT  -        401.362 (meters)     1316.80  (feet) COMP
 RL0649  MODELED GRAVITY -    980,636.1   (mgal)                       NAVD 88
 RL0649
 RL0649  VERT ORDER      -  SECOND    CLASS 0
 RL0649
 RL0649.The horizontal coordinates were established by autonomous hand held GPS
 RL0649.observations and have an estimated accuracy of +/- 10 meters.
 RL0649
 RL0649.The orthometric height was determined by differential leveling and
 RL0649.adjusted by the NATIONAL GEODETIC SURVEY
 RL0649.in June 1991.
 RL0649
 RL0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0649.GEOID18 height accuracy estimate available here.
 RL0649
 RL0649.Click photographs - Photos may exist for this station.
 RL0649
 RL0649.The dynamic height is computed by dividing the NAVD 88
 RL0649.geopotential number by the normal gravity value computed on the
 RL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0649.degrees latitude (g = 980.6199 gals.).
 RL0649
 RL0649.The modeled gravity was interpolated from observed gravity values.
 RL0649
 RL0649;                    North         East    Units  Estimated Accuracy
 RL0649;SPC MI N     -   209,197.    7,878,343.      MT  (+/- 10 meters HH2 GPS)
 RL0649
 RL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7837568004(NAD 83)
 RL0649
 RL0649                          SUPERSEDED SURVEY CONTROL
 RL0649
 RL0649  NGVD 29 (??/??/92)  401.314  (m)         1316.64   (f) ADJ UNCH    2 0
 RL0649
 RL0649.Superseded values are not recommended for survey control.
 RL0649
 RL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0649.See file dsdata.pdf to determine how the superseded data were derived.
 RL0649
 RL0649_MARKER: DB = BENCH MARK DISK
 RL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0649_STAMPING: C 129 1948
 RL0649_MARK LOGO: CGS
 RL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0649+STABILITY: SURFACE MOTION
 RL0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0649+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 RL0649
 RL0649  HISTORY     - Date     Condition        Report By
 RL0649  HISTORY     - 1948     MONUMENTED       CGS
 RL0649  HISTORY     - 20040530 GOOD             GEOCAC
 RL0649
 RL0649                          STATION DESCRIPTION
 RL0649
 RL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0649'10.8 MI NW FROM COVINGTON.
 RL0649'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0649'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 8.6 MILES NORTH ALONG
 RL0649'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.2 MILE NORTH ALONG THE
 RL0649'NORTH-SOUTH RUNWAY OF THE BIG LAKE AUXILIARY AIRPORT, AT THE
 RL0649'RUNWAY, 5.5 FEET SOUTH OF THE NORTH END OF THE RUNWAY, ABOUT
 RL0649'0.2 MILE NORTH OF THE WIND SOCK AND INTERSECTION OF RUNWAYS,
 RL0649'10 FEET EAST OF A BUNCH OF SMALL OAK TREES STANDING IN THE
 RL0649'NORTHWEST CORNER OF RUNWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN
 RL0649'WITNESS POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP
 RL0649'OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0649
 RL0649                          STATION RECOVERY (2004)
 RL0649
 RL0649'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0649'2.0 MILES WEST ALONG HIGHWAY M-28 FROM THE JUNCTION OF U.S. HWY 141 AT
 RL0649'COVINGTON, THENCE 8.5 MILES NORTH ALONG PLAINS ROAD TO A GAS LINE
 RL0649'CROSSING, THENCE 0.10 NORTHEAST ALONG A DIRT ROAD PARALLELING THE GAS
 RL0649'LINE TO A 2 TRACK ROAD RIGHT, THENCE 105 FT EAST TO MARK ON RIGHT, AT
 RL0649'NW CORNER OF LARGE FIELD.
 RL0649'
 RL0649'IT IS 97 FT SE OF THE C/L OF ROAD ALONG GAS LINE, 30 FT WEST OF THE
 RL0649'C/L OF 2-TRACK RD NORTH, 9 FT WEST OF A 6-INCH OAK TREE AT CORNER OF
 RL0649'FIELD, 8 FT SOUTH OF 2-TRACK ROAD, 2 FT EAST OF A MWP+SIGN, PROJECTING
 RL0649'3-INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0066 ***********************************************************************
 NE0066  DESIGNATION -  C 13
 NE0066  PID         -  NE0066
 NE0066  STATE/COUNTY-  MI/ST CLAIR
 NE0066  COUNTRY     -  US
 NE0066  USGS QUAD   -  PORT HURON (2017)
 NE0066
 NE0066                         *CURRENT SURVEY CONTROL
 NE0066  ______________________________________________________________________
 NE0066* NAD 83(1986) POSITION- 42 58 06.36   (N) 082 25 28.23   (W)   HD_HELD1
 NE0066* NAVD 88 ORTHO HEIGHT -   185.431 (meters)      608.37  (feet) ADJUSTED
 NE0066  ______________________________________________________________________
 NE0066  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 NE0066  DYNAMIC HEIGHT  -        185.385 (meters)      608.22  (feet) COMP
 NE0066  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 NE0066
 NE0066  VERT ORDER      -  FIRST     CLASS 0
 NE0066
 NE0066.The horizontal coordinates were determined by differentially corrected
 NE0066.hand held GPS observations or other comparable positioning techniques
 NE0066.and have an estimated accuracy of +/- 3 meters.
 NE0066
 NE0066.The orthometric height was determined by differential leveling and
 NE0066.adjusted by the NATIONAL GEODETIC SURVEY
 NE0066.in June 1991.
 NE0066
 NE0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0066.GEOID18 height accuracy estimate available here.
 NE0066
 NE0066.Click photographs - Photos may exist for this station.
 NE0066
 NE0066.The dynamic height is computed by dividing the NAVD 88
 NE0066.geopotential number by the normal gravity value computed on the
 NE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0066.degrees latitude (g = 980.6199 gals.).
 NE0066
 NE0066.The modeled gravity was interpolated from observed gravity values.
 NE0066
 NE0066;                    North         East    Units  Estimated Accuracy
 NE0066;SPC MI S     -   164,937.3   4,158,417.9     MT  (+/- 3 meters HH1 GPS) 
 NE0066
 NE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8383058293(NAD 83)
 NE0066
 NE0066                          SUPERSEDED SURVEY CONTROL
 NE0066
 NE0066  NGVD 29 (11/26/84)  185.549  (m)          608.76   (f) ADJUSTED    1 0
 NE0066
 NE0066.Superseded values are not recommended for survey control.
 NE0066
 NE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0066.See file dsdata.pdf to determine how the superseded data were derived.
 NE0066
 NE0066_MARKER: DB = BENCH MARK DISK
 NE0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0066_SP_SET: BUILDING
 NE0066_STAMPING: C 13 1929
 NE0066_MARK LOGO: USLS
 NE0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0066+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 NE0066
 NE0066  HISTORY     - Date     Condition        Report By
 NE0066  HISTORY     - 1929     MONUMENTED       USLS
 NE0066  HISTORY     - 1970     GOOD             USLS
 NE0066  HISTORY     - 1980     GOOD             NGS
 NE0066  HISTORY     - 1983     GOOD             USPSQD
 NE0066  HISTORY     - 19970705 GOOD             USPSQD
 NE0066  HISTORY     - 20020505 GOOD             USPSQD
 NE0066  HISTORY     - 20090708 GOOD             BMJ
 NE0066
 NE0066                          STATION DESCRIPTION
 NE0066
 NE0066'DESCRIBED BY US LAKE SURVEY 1970
 NE0066'AT PORT HURON.
 NE0066'IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0066'CORNER OF MILITARY AND WHITE STREETS, ON MILITARY STREET FACE
 NE0066'OF BUILDING OCCUPIED BY THE TRACTOR SUPPLY COMPANY, 0.9 FEET
 NE0066'FROM THE SOUTHWEST CORNER, 4-1/4 FEET ABOVE THE GROUND, BEING
 NE0066'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE WALL.
 NE0066'NOTE-- PREV. DESIG. BM C 13 1929.
 NE0066
 NE0066                          STATION RECOVERY (1980)
 NE0066
 NE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0066'IN PORT HURON, AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 NE0066'HIGHWAY 25 (MILITARY STREET) AND WHITE STREET, SET IN THE WEST FACE
 NE0066'OF A LARGE BRICK BUILDING AT 1428 MILITARY STREET (HIGHWAY 25) AND AT
 NE0066'THE SOUTHWEST CORNER OF THE BUILDING, 0.2 KILOMETER (0.1 MILE) SOUTH
 NE0066'OF THE U.S. POST OFFICE IN PORT HURON, 10.12 METERS (33.2 FEET) EAST
 NE0066'OF THE EAST CURB OF HIGHWAY 25, 6.04 METERS (19.8 FEET) NORTH OF THE
 NE0066'NORTH CURB OF WHITE STREET, AND 0.3 METERS (1 FOOT) NORTH OF THE
 NE0066'SOUTHWEST CORNER OF THE BUILDING.
 NE0066'THE MARK IS 1.2 M ABOVE SIDEWALK.
 NE0066
 NE0066                          STATION RECOVERY (1983)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0066'RECOVERED IN GOOD CONDITION.
 NE0066
 NE0066                          STATION RECOVERY (1997)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0066'RECOVERED IN GOOD CONDITION.
 NE0066
 NE0066                          STATION RECOVERY (2002)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0066'BUILDING ADDRESS IS 1430 MILITARY STREET.
 NE0066
 NE0066                          STATION RECOVERY (2009)
 NE0066
 NE0066'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2009 (CPK)
 NE0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0144 ***********************************************************************
 PL0144  DESIGNATION -  C 13
 PL0144  PID         -  PL0144
 PL0144  STATE/COUNTY-  MI/OTSEGO
 PL0144  COUNTRY     -  US
 PL0144  USGS QUAD   -  OTSEGO LAKE (2017)
 PL0144
 PL0144                         *CURRENT SURVEY CONTROL
 PL0144  ______________________________________________________________________
 PL0144* NAD 83(1986) POSITION- 44 52 51.36   (N) 084 41 57.83   (W)   HD_HELD1
 PL0144* NAVD 88 ORTHO HEIGHT -   385.564 (meters)     1264.97  (feet) ADJUSTED
 PL0144  ______________________________________________________________________
 PL0144  GEOID HEIGHT    -        -34.630 (meters)                     GEOID18
 PL0144  DYNAMIC HEIGHT  -        385.521 (meters)     1264.83  (feet) COMP
 PL0144  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 PL0144
 PL0144  VERT ORDER      -  FIRST     CLASS II
 PL0144
 PL0144.The horizontal coordinates were determined by differentially corrected
 PL0144.hand held GPS observations or other comparable positioning techniques
 PL0144.and have an estimated accuracy of +/- 3 meters.
 PL0144
 PL0144.The orthometric height was determined by differential leveling and
 PL0144.adjusted by the NATIONAL GEODETIC SURVEY
 PL0144.in June 1991.
 PL0144
 PL0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0144.GEOID18 height accuracy estimate available here.
 PL0144
 PL0144.Click photographs - Photos may exist for this station.
 PL0144
 PL0144.The dynamic height is computed by dividing the NAVD 88
 PL0144.geopotential number by the normal gravity value computed on the
 PL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0144.degrees latitude (g = 980.6199 gals.).
 PL0144
 PL0144.The modeled gravity was interpolated from observed gravity values.
 PL0144
 PL0144;                    North         East    Units  Estimated Accuracy
 PL0144;SPC MI C     -   173,875.0   5,973,713.3     MT  (+/- 3 meters HH1 GPS) 
 PL0144
 PL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8169872298(NAD 83)
 PL0144
 PL0144                          SUPERSEDED SURVEY CONTROL
 PL0144
 PL0144  NGVD 29 (??/??/92)  385.661  (m)         1265.29   (f) ADJ UNCH    1 2
 PL0144
 PL0144.Superseded values are not recommended for survey control.
 PL0144
 PL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0144.See file dsdata.pdf to determine how the superseded data were derived.
 PL0144
 PL0144_MARKER: DB = BENCH MARK DISK
 PL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0144_STAMPING: ELEV 1265.289 FT C 13 1916
 PL0144_MARK LOGO: CGS
 PL0144_PROJECTION: PROJECTING 20 CENTIMETERS
 PL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0144+STABILITY: SURFACE MOTION
 PL0144
 PL0144  HISTORY     - Date     Condition        Report By
 PL0144  HISTORY     - 1916     MONUMENTED       CGS
 PL0144  HISTORY     - 1949     GOOD             CGS
 PL0144  HISTORY     - 1976     POOR             NGS
 PL0144  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 PL0144  HISTORY     - 20160614 POOR             MIDT
 PL0144  HISTORY     - 20230703 MARK NOT FOUND   MIDT
 PL0144
 PL0144                          STATION DESCRIPTION
 PL0144
 PL0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0144'AT WATERS.
 PL0144'AT WATERS, OTSEGO COUNTY, 100 YARDS NORTH OF THE MICHIGAN CENTRAL
 PL0144'RAILROAD STATION, 16 YARDS NORTH OF MILEPOST 73, 42.4 FEET EAST
 PL0144'OF THE EAST RAIL, AND AT THE EAST RIGHT-OF-WAY FENCE, AND 2.5
 PL0144'FEET BELOW THE RAILROAD TRACKS.  A STANDARD DISK, STAMPED ELEV.
 PL0144'1265.289 FT. C 13 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0144'PROJECTING 8 INCHES ABOVE GROUND.
 PL0144
 PL0144                          STATION RECOVERY (1976)
 PL0144
 PL0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0144'MARK WAS RECOVERED BUT CONCRETE IS BROKEN AND THE TOP PART CONTAINING
 PL0144'THE DISK IS HELD ON WITH WIRE. THE MARK IS IN THE NORTHWEST PART OF A
 PL0144'VACANT LOT, 0.25 MILES NORTH OF THE POST OFFICE IN WATERS, APPROX 85
 PL0144'YARDS WEST OF THE CENTER OF OLD HIGHWAY 27, 42.2 FEET EAST OF THE
 PL0144'EAST RAIL OF NEW YORK CENTRAL TRACK, 57.5 FEET NORTH EAST OF MILE
 PL0144'POST BC 109.
 PL0144
 PL0144                          STATION RECOVERY (1996)
 PL0144
 PL0144'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0144'MARK NOT FOUND.
 PL0144
 PL0144                          STATION RECOVERY (2016)
 PL0144
 PL0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 PL0144'MARK RECOVERED IN POOR CONDITION.
 PL0144
 PL0144                          STATION RECOVERY (2023)
 PL0144
 PL0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 PL0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8192 ***********************************************************************
 AB8192  DESIGNATION -  C 13
 AB8192  PID         -  AB8192
 AB8192  STATE/COUNTY-  MI/CHIPPEWA
 AB8192  COUNTRY     -  US
 AB8192  USGS QUAD   -  TIMBERLOST (2017)
 AB8192
 AB8192                         *CURRENT SURVEY CONTROL
 AB8192  ______________________________________________________________________
 AB8192* NAD 83(1986) POSITION- 46 36 11.88   (N) 085 10 37.23   (W)   HD_HELD1
 AB8192* NAVD 88 ORTHO HEIGHT -   216.453 (meters)      710.15  (feet) ADJUSTED
 AB8192  ______________________________________________________________________
 AB8192  GEOID HEIGHT    -        -36.210 (meters)                     GEOID18
 AB8192  DYNAMIC HEIGHT  -        216.466 (meters)      710.19  (feet) COMP
 AB8192  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 AB8192
 AB8192  VERT ORDER      -  SECOND    CLASS I
 AB8192
 AB8192.The horizontal coordinates were determined by differentially corrected
 AB8192.hand held GPS observations or other comparable positioning techniques
 AB8192.and have an estimated accuracy of +/- 3 meters.
 AB8192
 AB8192.The orthometric height was determined by differential leveling and
 AB8192.adjusted by the NATIONAL GEODETIC SURVEY
 AB8192.in July 2002.
 AB8192
 AB8192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8192.GEOID18 height accuracy estimate available here.
 AB8192
 AB8192.Click photographs - Photos may exist for this station.
 AB8192
 AB8192.The dynamic height is computed by dividing the NAVD 88
 AB8192.geopotential number by the normal gravity value computed on the
 AB8192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8192.degrees latitude (g = 980.6199 gals.).
 AB8192
 AB8192.The modeled gravity was interpolated from observed gravity values.
 AB8192
 AB8192;                    North         East    Units  Estimated Accuracy
 AB8192;SPC MI N     -   203,886.1   8,139,648.6     MT  (+/- 3 meters HH1 GPS) 
 AB8192
 AB8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3961562695(NAD 83)
 AB8192
 AB8192                          SUPERSEDED SURVEY CONTROL
 AB8192
 AB8192.No superseded survey control is available for this station.
 AB8192
 AB8192_MARKER: DD = SURVEY DISK
 AB8192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8192_STAMPING: C 13 1950 AMS
 AB8192_MARK LOGO: USACE
 AB8192_PROJECTION: PROJECTING 10 CENTIMETERS
 AB8192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8192+STABILITY: SURFACE MOTION
 AB8192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8192+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 AB8192
 AB8192  HISTORY     - Date     Condition        Report By
 AB8192  HISTORY     - 1950     MONUMENTED       USACE
 AB8192  HISTORY     - 19960709 GOOD             NGS
 AB8192  HISTORY     - 20040902 GOOD             USPSQD
 AB8192  HISTORY     - 20050902 GOOD             USPSQD
 AB8192  HISTORY     - 20250528 GOOD             MIDT
 AB8192
 AB8192                          STATION DESCRIPTION
 AB8192
 AB8192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8192'14.2 KM (8.80 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8192'OF WHITEFISH ROAD IN PARADISE, 24.7 M (81.0 FT) SOUTHWEST OF THE
 AB8192'HIGHWAY CENTERLINE, 2.7 M (8.9 FT) SOUTH OF THE CENTER OF A TRACK
 AB8192'ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB8192'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB8192'ABOVE THE GROUND SURFACE.
 AB8192
 AB8192                          STATION RECOVERY (2004)
 AB8192
 AB8192'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8192'RECOVERED IN GOOD CONDITION.
 AB8192
 AB8192                          STATION RECOVERY (2005)
 AB8192
 AB8192'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8192'RECOVERED IN GOOD CONDITION.
 AB8192
 AB8192                          STATION RECOVERY (2025)
 AB8192
 AB8192'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB8192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0853 ***********************************************************************
 RL0853  DESIGNATION -  C 130
 RL0853  PID         -  RL0853
 RL0853  STATE/COUNTY-  MI/ONTONAGON
 RL0853  COUNTRY     -  US
 RL0853  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0853
 RL0853                         *CURRENT SURVEY CONTROL
 RL0853  ______________________________________________________________________
 RL0853* NAD 83(1986) POSITION- 46 49 21.     (N) 089 20 40.     (W)   SCALED
 RL0853* NAVD 88 ORTHO HEIGHT -   229.921 (meters)      754.33  (feet) ADJUSTED
 RL0853  ______________________________________________________________________
 RL0853  GEOID HEIGHT    -        -31.373 (meters)                     GEOID18
 RL0853  DYNAMIC HEIGHT  -        229.956 (meters)      754.45  (feet) COMP
 RL0853  MODELED GRAVITY -    980,757.9   (mgal)                       NAVD 88
 RL0853
 RL0853  VERT ORDER      -  SECOND    CLASS 0
 RL0853
 RL0853.The horizontal coordinates were scaled from a map and have
 RL0853.an estimated accuracy of +/- 6 seconds.
 RL0853
 RL0853.The orthometric height was determined by differential leveling and
 RL0853.adjusted by the NATIONAL GEODETIC SURVEY
 RL0853.in June 1991.
 RL0853
 RL0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0853.GEOID18 height accuracy estimate available here.
 RL0853
 RL0853.Click photographs - Photos may exist for this station.
 RL0853
 RL0853.The dynamic height is computed by dividing the NAVD 88
 RL0853.geopotential number by the normal gravity value computed on the
 RL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0853.degrees latitude (g = 980.6199 gals.).
 RL0853
 RL0853.The modeled gravity was interpolated from observed gravity values.
 RL0853
 RL0853;                    North         East    Units  Estimated Accuracy
 RL0853;SPC MI N     -   229,290.    7,821,140.      MT  (+/- 180 meters Scaled)
 RL0853
 RL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211881(NAD 83)
 RL0853
 RL0853                          SUPERSEDED SURVEY CONTROL
 RL0853
 RL0853  NGVD 29 (??/??/92)  229.949  (m)          754.42   (f) ADJ UNCH    2 0
 RL0853
 RL0853.Superseded values are not recommended for survey control.
 RL0853
 RL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0853.See file dsdata.pdf to determine how the superseded data were derived.
 RL0853
 RL0853_MARKER: DB = BENCH MARK DISK
 RL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0853_STAMPING: C 130 1948
 RL0853_MARK LOGO: CGS
 RL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0853+STABILITY: SURFACE MOTION
 RL0853
 RL0853  HISTORY     - Date     Condition        Report By
 RL0853  HISTORY     - 1948     MONUMENTED       CGS
 RL0853  HISTORY     - 1984     GOOD             NGS
 RL0853  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0853  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0853
 RL0853                          STATION DESCRIPTION
 RL0853
 RL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0853'4.2 MI SW FROM ONTONAGON.
 RL0853'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL0853'WITH U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 2.8 MILES
 RL0853'SOUTHWEST ALONG THE MATCHWOOD ROAD, AT THE ENTRANCE TO THE
 RL0853'BARAGA STATE FOREST, 55 FEET EAST OF THE CENTER LINE OF THE
 RL0853'ROAD, 135 FEET NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT,
 RL0853'30 FEET SOUTHWEST OF A TRIANGULAR BLAZED 5-INCH ASPEN TREE,
 RL0853'22 FEET NORTHWEST OF A TRIANGULAR BLAZED 7-INCH ELM TREE, 9
 RL0853'FEET WEST OF THE WEST POST OF THE STATE FOREST SIGN, 3 FEET
 RL0853'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 RL0853'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL0853
 RL0853                          STATION RECOVERY (1984)
 RL0853
 RL0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0853'ADDITION: MATCHWOOD ROAD IS NOW NORWICH ROAD.
 RL0853
 RL0853                          STATION RECOVERY (2001)
 RL0853
 RL0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0853'MARK NOT FOUND.
 RL0853
 RL0853                          STATION RECOVERY (2004)
 RL0853
 RL0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0853'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1373 ***********************************************************************
 RL1373  DESIGNATION -  C 131
 RL1373  PID         -  RL1373
 RL1373  STATE/COUNTY-  MI/ONTONAGON
 RL1373  COUNTRY     -  US
 RL1373  USGS QUAD   -  BERGLAND NE (2017)
 RL1373
 RL1373                         *CURRENT SURVEY CONTROL
 RL1373  ______________________________________________________________________
 RL1373* NAD 83(1986) POSITION- 46 43 07.     (N) 089 33 47.     (W)   SCALED
 RL1373* NAVD 88 ORTHO HEIGHT -   310.379 (meters)     1018.30  (feet) ADJUSTED
 RL1373  ______________________________________________________________________
 RL1373  GEOID HEIGHT    -        -30.912 (meters)                     GEOID18
 RL1373  DYNAMIC HEIGHT  -        310.417 (meters)     1018.43  (feet) COMP
 RL1373  MODELED GRAVITY -    980,726.4   (mgal)                       NAVD 88
 RL1373
 RL1373  VERT ORDER      -  SECOND    CLASS 0
 RL1373
 RL1373.The horizontal coordinates were scaled from a map and have
 RL1373.an estimated accuracy of +/- 6 seconds.
 RL1373
 RL1373.The orthometric height was determined by differential leveling and
 RL1373.adjusted by the NATIONAL GEODETIC SURVEY
 RL1373.in June 1991.
 RL1373
 RL1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1373.GEOID18 height accuracy estimate available here.
 RL1373
 RL1373.Click photographs - Photos may exist for this station.
 RL1373
 RL1373.The dynamic height is computed by dividing the NAVD 88
 RL1373.geopotential number by the normal gravity value computed on the
 RL1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1373.degrees latitude (g = 980.6199 gals.).
 RL1373
 RL1373.The modeled gravity was interpolated from observed gravity values.
 RL1373
 RL1373;                    North         East    Units  Estimated Accuracy
 RL1373;SPC MI N     -   218,270.    7,804,090.      MT  (+/- 180 meters Scaled)
 RL1373
 RL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041770(NAD 83)
 RL1373
 RL1373                          SUPERSEDED SURVEY CONTROL
 RL1373
 RL1373  NGVD 29 (??/??/92)  310.404  (m)         1018.38   (f) ADJ UNCH    2 0
 RL1373
 RL1373.Superseded values are not recommended for survey control.
 RL1373
 RL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1373.See file dsdata.pdf to determine how the superseded data were derived.
 RL1373
 RL1373_MARKER: DB = BENCH MARK DISK
 RL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1373_STAMPING: C 131 1948
 RL1373_MARK LOGO: CGS
 RL1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1373+STABILITY: SURFACE MOTION
 RL1373
 RL1373  HISTORY     - Date     Condition        Report By
 RL1373  HISTORY     - 1948     MONUMENTED       CGS
 RL1373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1373  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1373  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1373  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1373
 RL1373                          STATION DESCRIPTION
 RL1373
 RL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1373'2.4 MI S FROM WHITE PINE.
 RL1373'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1373'AT WHITE PINE, SET IN THE NORTHWEST ANGLE OF A WOODS LAND
 RL1373'LEADING WEST INTO A SMALL CLEARING, 39 FEET WEST OF THE CENTER
 RL1373'LINE OF THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE
 RL1373'LANE, 11 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH
 RL1373'PINE TREE, 19 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH
 RL1373'MAPLE TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1373'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1373'PROJECTING 14 INCHES.
 RL1373
 RL1373                          STATION RECOVERY (1987)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1373'MARK NOT FOUND.
 RL1373
 RL1373                          STATION RECOVERY (1995)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1373'MARK NOT FOUND.
 RL1373
 RL1373                          STATION RECOVERY (2000)
 RL1373
 RL1373'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1373'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  --NOTE--THE
 RL1373'LOCATION IS WHERE OLD HIGHWAY 64 (NOW GRAVEL COUNTY ROAD) MEETS THE
 RL1373'EXISTING HIGHWAY 64.  ASSUMED DESTROYED.
 RL1373
 RL1373                          STATION RECOVERY (2004)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1245 ***********************************************************************
 RL1245  DESIGNATION -  C 132
 RL1245  PID         -  RL1245
 RL1245  STATE/COUNTY-  MI/GOGEBIC
 RL1245  COUNTRY     -  US
 RL1245  USGS QUAD   -  WAKEFIELD (2017)
 RL1245
 RL1245                         *CURRENT SURVEY CONTROL
 RL1245  ______________________________________________________________________
 RL1245* NAD 83(1986) POSITION- 46 29 04.48   (N) 089 56 12.78   (W)   HD_HELD1
 RL1245* NAVD 88 ORTHO HEIGHT -   463.971 (meters)     1522.21  (feet) ADJUSTED
 RL1245  ______________________________________________________________________
 RL1245  GEOID HEIGHT    -        -30.728 (meters)                     GEOID18
 RL1245  DYNAMIC HEIGHT  -        463.990 (meters)     1522.27  (feet) COMP
 RL1245  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 RL1245
 RL1245  VERT ORDER      -  FIRST     CLASS II
 RL1245
 RL1245.The horizontal coordinates were determined by differentially corrected
 RL1245.hand held GPS observations or other comparable positioning techniques
 RL1245.and have an estimated accuracy of +/- 3 meters.
 RL1245
 RL1245.The orthometric height was determined by differential leveling and
 RL1245.adjusted by the NATIONAL GEODETIC SURVEY
 RL1245.in June 1991.
 RL1245
 RL1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1245.GEOID18 height accuracy estimate available here.
 RL1245
 RL1245.Click photographs - Photos may exist for this station.
 RL1245
 RL1245.The dynamic height is computed by dividing the NAVD 88
 RL1245.geopotential number by the normal gravity value computed on the
 RL1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1245.degrees latitude (g = 980.6199 gals.).
 RL1245
 RL1245.The modeled gravity was interpolated from observed gravity values.
 RL1245
 RL1245;                    North         East    Units  Estimated Accuracy
 RL1245;SPC MI N     -   193,260.5   7,774,565.6     MT  (+/- 3 meters HH1 GPS) 
 RL1245
 RL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7458852080(NAD 83)
 RL1245
 RL1245                          SUPERSEDED SURVEY CONTROL
 RL1245
 RL1245  NGVD 29 (??/??/92)  463.978  (m)         1522.23   (f) ADJ UNCH    1 2
 RL1245
 RL1245.Superseded values are not recommended for survey control.
 RL1245
 RL1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1245.See file dsdata.pdf to determine how the superseded data were derived.
 RL1245
 RL1245_MARKER: DB = BENCH MARK DISK
 RL1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1245_SP_SET: WING WALL
 RL1245_STAMPING: C 132 1948
 RL1245_MARK LOGO: CGS
 RL1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1245+STABILITY: SURFACE MOTION
 RL1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1245+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 RL1245
 RL1245  HISTORY     - Date     Condition        Report By
 RL1245  HISTORY     - 1948     MONUMENTED       CGS
 RL1245  HISTORY     - 1985     GOOD             NGS
 RL1245  HISTORY     - 1987     GOOD             USPSQD
 RL1245  HISTORY     - 19950612 GOOD             USPSQD
 RL1245  HISTORY     - 20000821 GOOD             MIDT
 RL1245  HISTORY     - 20030822 GOOD             USPSQD
 RL1245  HISTORY     - 20040806 GOOD             USPSQD
 RL1245  HISTORY     - 20100831 GOOD             MIDT
 RL1245  HISTORY     - 20180724 GOOD             WIDT
 RL1245
 RL1245                          STATION DESCRIPTION
 RL1245
 RL1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1245'0.9 MI NE FROM WAKEFIELD.
 RL1245'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE STATE
 RL1245'POLICE HEADQUARTERS AT WAKEFIELD, SET IN THE TOP OF THE EAST
 RL1245'END OF THE EAST CONCRETE WING WALL OF A SMALL DAM AT THE NORTHEAST
 RL1245'END OF SUNDAY LAKE, 104 FEET NORTHWEST OF THE CENTER LINE
 RL1245'OF THE HIGHWAY, 82 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 RL1245'SIDE TRACK, 24 FEET WEST-SOUTHWEST OF A TELEPHONE LINE GUY
 RL1245'POLE, 153 FEET NORTHWEST OF THE WEST END OF A 2-FOOT CONCRETE
 RL1245'CULVERT UNDER HIGHWAY AND 1 FOOT ABOVE HIGHWAY.
 RL1245
 RL1245                          STATION RECOVERY (1985)
 RL1245
 RL1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1245'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM (0.95
 RL1245'MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL1245'HIGHWAY 2 IN WAKEFIELD.
 RL1245
 RL1245                          STATION RECOVERY (1987)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (1995)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (2000)
 RL1245
 RL1245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (2003)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1245'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 FEET WEST OF
 RL1245'THE EAST END OF THE EAST WING WALL.  NOTE-- THE DAM IS IN THE
 RL1245'SOUTHWEST QUADRANT OF THE JUNCTION OF HIGHWAY M-28 AND CHICAGO MINE
 RL1245'ROAD.  ONE TREE TO THE NORTHEAST OF THE STATION MAY OBSTRUCT SATELLITE
 RL1245'OBSERVATIONS.
 RL1245
 RL1245                          STATION RECOVERY (2004)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (2010)
 RL1245
 RL1245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1245'GPS OBSERVATIONS POSSIBLE. TRIPOD OCCUPATION WOULD BE IMPOSSIBLE DUE
 RL1245'TO THE FACT THAT THE MARK IS NEAR THE EDGE OF CONCRETE LEDGE.
 RL1245
 RL1245                          STATION RECOVERY (2018)
 RL1245
 RL1245'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0045 ***********************************************************************
 RM0045  DESIGNATION -  C 133
 RM0045  PID         -  RM0045
 RM0045  STATE/COUNTY-  MI/GOGEBIC
 RM0045  COUNTRY     -  US
 RM0045  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0045
 RM0045                         *CURRENT SURVEY CONTROL
 RM0045  ______________________________________________________________________
 RM0045* NAD 83(1986) POSITION- 46 32 59.1    (N) 090 09 21.2    (W)   HD_HELD2
 RM0045* NAVD 88 ORTHO HEIGHT -   373.000 (meters)     1223.75  (feet) ADJUSTED
 RM0045  ______________________________________________________________________
 RM0045  GEOID HEIGHT    -        -30.571 (meters)                     GEOID18
 RM0045  DYNAMIC HEIGHT  -        373.035 (meters)     1223.87  (feet) COMP
 RM0045  MODELED GRAVITY -    980,695.3   (mgal)                       NAVD 88
 RM0045
 RM0045  VERT ORDER      -  SECOND    CLASS 0
 RM0045
 RM0045.The horizontal coordinates were established by autonomous hand held GPS
 RM0045.observations and have an estimated accuracy of +/- 10 meters.
 RM0045
 RM0045.The orthometric height was determined by differential leveling and
 RM0045.adjusted by the NATIONAL GEODETIC SURVEY
 RM0045.in June 1991.
 RM0045
 RM0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0045.GEOID18 height accuracy estimate available here.
 RM0045
 RM0045.Click photographs - Photos may exist for this station.
 RM0045
 RM0045.The dynamic height is computed by dividing the NAVD 88
 RM0045.geopotential number by the normal gravity value computed on the
 RM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0045.degrees latitude (g = 980.6199 gals.).
 RM0045
 RM0045.The modeled gravity was interpolated from observed gravity values.
 RM0045
 RM0045;                    North         East    Units  Estimated Accuracy
 RM0045;SPC MI N     -   201,145.    7,758,052.      MT  (+/- 10 meters HH2 GPS)
 RM0045
 RM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1803059061(NAD 83)
 RM0045
 RM0045                          SUPERSEDED SURVEY CONTROL
 RM0045
 RM0045  NGVD 29 (??/??/92)  373.025  (m)         1223.83   (f) ADJ UNCH    2 0
 RM0045
 RM0045.Superseded values are not recommended for survey control.
 RM0045
 RM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0045.See file dsdata.pdf to determine how the superseded data were derived.
 RM0045
 RM0045_MARKER: DB = BENCH MARK DISK
 RM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0045_STAMPING: C 133 1948
 RM0045_MARK LOGO: CGS
 RM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0045+STABILITY: SURFACE MOTION
 RM0045
 RM0045  HISTORY     - Date     Condition        Report By
 RM0045  HISTORY     - 1948     MONUMENTED       CGS
 RM0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0045  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0045  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0045
 RM0045                          STATION DESCRIPTION
 RM0045
 RM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0045'2.7 MI N FROM NORTH IRONWOOD.
 RM0045'ABOUT 2.7 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0045'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0045'IRONWOOD, ABOUT 0.5 MILE NORTH OF A ROAD EAST, 15 FEET SOUTH OF
 RM0045'FOREST SERVICE LOCATION POST AT THE SOUTHWEST CORNER OF SECTION
 RM0045'14, T 48 R 47, 12 FEET SOUTH OF THE PROLONGED CENTER LINE OF A
 RM0045'ROAD WEST, 55 FEET EAST OF THE SOUTH END OF AN 18-INCH PIPE
 RM0045'CULVERT UNDER ROAD WEST, 216 FEET NORTHEAST AND ACROSS ROAD FROM
 RM0045'A 2-CAR GARAGE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 69
 RM0045'FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM POWER POLE NO.
 RM0045'22-95/93, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RM0045'POST PROJECTING 5 INCHES.
 RM0045
 RM0045                          STATION RECOVERY (1987)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0045'MARK NOT FOUND.
 RM0045
 RM0045                          STATION RECOVERY (1996)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0045'MARK NOT FOUND.
 RM0045
 RM0045                          STATION RECOVERY (2002)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1319 ***********************************************************************
 RL1319  DESIGNATION -  C 134
 RL1319  PID         -  RL1319
 RL1319  STATE/COUNTY-  MI/ONTONAGON
 RL1319  COUNTRY     -  US
 RL1319  USGS QUAD   -  MERRIWEATHER (2017)
 RL1319
 RL1319                         *CURRENT SURVEY CONTROL
 RL1319  ______________________________________________________________________
 RL1319* NAD 83(1986) POSITION- 46 36 34.     (N) 089 42 11.     (W)   SCALED
 RL1319* NAVD 88 ORTHO HEIGHT -   434.855 (meters)     1426.69  (feet) ADJUSTED
 RL1319  ______________________________________________________________________
 RL1319  GEOID HEIGHT    -        -30.693 (meters)                     GEOID18
 RL1319  DYNAMIC HEIGHT  -        434.891 (meters)     1426.80  (feet) COMP
 RL1319  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 RL1319
 RL1319  VERT ORDER      -  SECOND    CLASS 0
 RL1319
 RL1319.The horizontal coordinates were scaled from a map and have
 RL1319.an estimated accuracy of +/- 6 seconds.
 RL1319
 RL1319.The orthometric height was determined by differential leveling and
 RL1319.adjusted by the NATIONAL GEODETIC SURVEY
 RL1319.in June 1991.
 RL1319
 RL1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1319.GEOID18 height accuracy estimate available here.
 RL1319
 RL1319.Click photographs - Photos may exist for this station.
 RL1319
 RL1319.The dynamic height is computed by dividing the NAVD 88
 RL1319.geopotential number by the normal gravity value computed on the
 RL1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1319.degrees latitude (g = 980.6199 gals.).
 RL1319
 RL1319.The modeled gravity was interpolated from observed gravity values.
 RL1319
 RL1319;                    North         East    Units  Estimated Accuracy
 RL1319;SPC MI N     -   206,490.    7,792,980.      MT  (+/- 180 meters Scaled)
 RL1319
 RL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS930653(NAD 83)
 RL1319
 RL1319                          SUPERSEDED SURVEY CONTROL
 RL1319
 RL1319  NGVD 29 (??/??/92)  434.869  (m)         1426.73   (f) ADJ UNCH    2 0
 RL1319
 RL1319.Superseded values are not recommended for survey control.
 RL1319
 RL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1319.See file dsdata.pdf to determine how the superseded data were derived.
 RL1319
 RL1319_MARKER: DB = BENCH MARK DISK
 RL1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1319_STAMPING: C 134 1948
 RL1319_MARK LOGO: CGS
 RL1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1319+STABILITY: SURFACE MOTION
 RL1319
 RL1319  HISTORY     - Date     Condition        Report By
 RL1319  HISTORY     - 1948     MONUMENTED       CGS
 RL1319  HISTORY     - 1985     GOOD             NGS
 RL1319  HISTORY     - 1988     GOOD             USPSQD
 RL1319  HISTORY     - 20010619 GOOD             USPSQD
 RL1319
 RL1319                          STATION DESCRIPTION
 RL1319
 RL1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1319'5.3 MI NW FROM MERRIWEATHER.
 RL1319'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION
 RL1319'OF STATE HIGHWAY 4 AT MERRIWEATHER, THENCE ABOUT 3.75 MILES
 RL1319'NORTH ALONG A LOGGING ROAD, ABOUT 0.35 MILE NORTHWEST OF A
 RL1319'LOGGING CAMP, AT THE JUNCTION OF A LOGGING ROAD SOUTHWEST, 190
 RL1319'FEET WEST OF THE CENTER LINE OF A DIM ROAD NORTH, 110 FEET
 RL1319'WEST OF A 12-INCH WOODEN CULVERT, 33 FEET SOUTHEAST OF THE
 RL1319'CENTER LINE OF THE SIDE ROAD, 58 FEET SOUTH OF THE CENTER
 RL1319'LINE OF THE MAIN ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN
 RL1319'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE MAIN ROAD
 RL1319'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1319
 RL1319                          STATION RECOVERY (1985)
 RL1319
 RL1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1319'RECOVERED IN GOOD CONDITION.
 RL1319
 RL1319                          STATION RECOVERY (1988)
 RL1319
 RL1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1319'RECOVERED IN GOOD CONDITION.
 RL1319
 RL1319                          STATION RECOVERY (2001)
 RL1319
 RL1319'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1334 ***********************************************************************
 RL1334  DESIGNATION -  C 135
 RL1334  PID         -  RL1334
 RL1334  STATE/COUNTY-  MI/ONTONAGON
 RL1334  COUNTRY     -  US
 RL1334  USGS QUAD   -  ALDRIDGE CREEK (2017)
 RL1334
 RL1334                         *CURRENT SURVEY CONTROL
 RL1334  ______________________________________________________________________
 RL1334* NAD 83(1986) POSITION- 46 44 38.     (N) 089 43 29.     (W)   SCALED
 RL1334* NAVD 88 ORTHO HEIGHT -   369.333 (meters)     1211.72  (feet) ADJUSTED
 RL1334  ______________________________________________________________________
 RL1334  GEOID HEIGHT    -        -30.746 (meters)                     GEOID18
 RL1334  DYNAMIC HEIGHT  -        369.372 (meters)     1211.85  (feet) COMP
 RL1334  MODELED GRAVITY -    980,707.3   (mgal)                       NAVD 88
 RL1334
 RL1334  VERT ORDER      -  SECOND    CLASS 0
 RL1334
 RL1334.The horizontal coordinates were scaled from a map and have
 RL1334.an estimated accuracy of +/- 6 seconds.
 RL1334
 RL1334.The orthometric height was determined by differential leveling and
 RL1334.adjusted by the NATIONAL GEODETIC SURVEY
 RL1334.in June 1991.
 RL1334
 RL1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1334.GEOID18 height accuracy estimate available here.
 RL1334
 RL1334.Click photographs - Photos may exist for this station.
 RL1334
 RL1334.The dynamic height is computed by dividing the NAVD 88
 RL1334.geopotential number by the normal gravity value computed on the
 RL1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1334.degrees latitude (g = 980.6199 gals.).
 RL1334
 RL1334.The modeled gravity was interpolated from observed gravity values.
 RL1334
 RL1334;                    North         East    Units  Estimated Accuracy
 RL1334;SPC MI N     -   221,490.    7,791,840.      MT  (+/- 180 meters Scaled)
 RL1334
 RL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS918803(NAD 83)
 RL1334
 RL1334                          SUPERSEDED SURVEY CONTROL
 RL1334
 RL1334  NGVD 29 (??/??/92)  369.350  (m)         1211.78   (f) ADJ UNCH    2 0
 RL1334
 RL1334.Superseded values are not recommended for survey control.
 RL1334
 RL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1334.See file dsdata.pdf to determine how the superseded data were derived.
 RL1334
 RL1334_MARKER: DB = BENCH MARK DISK
 RL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1334_STAMPING: C 135 1948
 RL1334_MARK LOGO: CGS
 RL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1334+STABILITY: SURFACE MOTION
 RL1334
 RL1334  HISTORY     - Date     Condition        Report By
 RL1334  HISTORY     - 1948     MONUMENTED       CGS
 RL1334
 RL1334                          STATION DESCRIPTION
 RL1334
 RL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1334'20.4 MI NW FROM BERGLAND.
 RL1334'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1334'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 18.4 MILES NORTHWEST
 RL1334'ALONG A ROAD LEADING TO WHITE PINE EXTENSION MINE, 0.2 MILE WEST
 RL1334'OF THE MINE DUMP AT WHITE PINE EXTENSION MINE, 129 FEET WEST OF
 RL1334'THE NORTHWEST CORNER OF THE MOST WESTERLY OF SEVERAL OLD ABANDONED
 RL1334'LOG HOUSES AT THE MINE, 88 FEET EAST OF THE SOUTH END OF A 3-FOOT
 RL1334'LOG CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 RL1334'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL
 RL1334'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1334'THIS MARK IS 1.15 MILES WEST OF BENCH MARK U 135.  TO REACH THIS
 RL1334'MARK FROM SILVER CITY FOLLOW THE ROUTE DESCRIBED IN THE DESCRIPTION
 RL1334'OF U 135 AND CONTINUE WEST PAST U 135 FOR 1.15 MILES TO THE SITE
 RL1334'OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1345 ***********************************************************************
 RL1345  DESIGNATION -  C 136
 RL1345  PID         -  RL1345
 RL1345  STATE/COUNTY-  MI/ONTONAGON
 RL1345  COUNTRY     -  US
 RL1345  USGS QUAD   -  WHITE PINE (2017)
 RL1345
 RL1345                         *CURRENT SURVEY CONTROL
 RL1345  ______________________________________________________________________
 RL1345* NAD 83(1986) POSITION- 46 45 51.     (N) 089 37 16.     (W)   SCALED
 RL1345* NAVD 88 ORTHO HEIGHT -   287.056 (meters)      941.78  (feet) ADJUSTED
 RL1345  ______________________________________________________________________
 RL1345  GEOID HEIGHT    -        -30.871 (meters)                     GEOID18
 RL1345  DYNAMIC HEIGHT  -        287.093 (meters)      941.90  (feet) COMP
 RL1345  MODELED GRAVITY -    980,737.1   (mgal)                       NAVD 88
 RL1345
 RL1345  VERT ORDER      -  SECOND    CLASS 0
 RL1345
 RL1345.The horizontal coordinates were scaled from a map and have
 RL1345.an estimated accuracy of +/- 6 seconds.
 RL1345
 RL1345.The orthometric height was determined by differential leveling and
 RL1345.adjusted by the NATIONAL GEODETIC SURVEY
 RL1345.in June 1991.
 RL1345
 RL1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1345.GEOID18 height accuracy estimate available here.
 RL1345
 RL1345.Click photographs - Photos may exist for this station.
 RL1345
 RL1345.The dynamic height is computed by dividing the NAVD 88
 RL1345.geopotential number by the normal gravity value computed on the
 RL1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1345.degrees latitude (g = 980.6199 gals.).
 RL1345
 RL1345.The modeled gravity was interpolated from observed gravity values.
 RL1345
 RL1345;                    North         East    Units  Estimated Accuracy
 RL1345;SPC MI N     -   223,470.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1345
 RL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998822(NAD 83)
 RL1345
 RL1345                          SUPERSEDED SURVEY CONTROL
 RL1345
 RL1345  NGVD 29 (??/??/92)  287.082  (m)          941.87   (f) ADJ UNCH    2 0
 RL1345
 RL1345.Superseded values are not recommended for survey control.
 RL1345
 RL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1345.See file dsdata.pdf to determine how the superseded data were derived.
 RL1345
 RL1345_MARKER: DB = BENCH MARK DISK
 RL1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1345_STAMPING: C 136 1948
 RL1345_MARK LOGO: CGS
 RL1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1345+STABILITY: SURFACE MOTION
 RL1345
 RL1345  HISTORY     - Date     Condition        Report By
 RL1345  HISTORY     - 1948     MONUMENTED       CGS
 RL1345  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1345  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1345  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1345
 RL1345                          STATION DESCRIPTION
 RL1345
 RL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1345'6.4 MI SW FROM SILVER CITY.
 RL1345'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1345'INTERSECTION WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.85
 RL1345'MILES SOUTH ALONG THE NONESUCH MINE ROAD, 0.2 MILE SOUTH OF A
 RL1345'SIDE ROAD WEST, 0.15 MILE SOUTH OF AN ABANDONED STEEL TRUSS BRIDGE,
 RL1345'AT A DIM CROSS ROAD, IN A VERY SMALL CLEARING ON THE NORTHEAST
 RL1345'SIDE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1345'29 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET
 RL1345'SOUTHEAST OF U.S.G.S. BENCH MARK 941.8, 2 FEET NORTHEAST OF A WHITE
 RL1345'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RL1345'CONCRETE POST PROJECTING 3 INCHES.
 RL1345
 RL1345                          STATION RECOVERY (1976)
 RL1345
 RL1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1345'MARK NOT FOUND.
 RL1345
 RL1345                          STATION RECOVERY (1988)
 RL1345
 RL1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1345'MARK NOT FOUND.
 RL1345
 RL1345                          STATION RECOVERY (2004)
 RL1345
 RL1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0878 ***********************************************************************
 RL0878  DESIGNATION -  C 137
 RL0878  PID         -  RL0878
 RL0878  STATE/COUNTY-  MI/ONTONAGON
 RL0878  COUNTRY     -  US
 RL0878  USGS QUAD   -  MCKEEVER (2017)
 RL0878
 RL0878                         *CURRENT SURVEY CONTROL
 RL0878  ______________________________________________________________________
 RL0878* NAD 83(1986) POSITION- 46 44 54.12   (N) 089 06 10.39   (W)   HD_HELD1
 RL0878* NAVD 88 ORTHO HEIGHT -   316.474 (meters)     1038.30  (feet) ADJUSTED
 RL0878  ______________________________________________________________________
 RL0878  GEOID HEIGHT    -        -32.050 (meters)                     GEOID18
 RL0878  DYNAMIC HEIGHT  -        316.502 (meters)     1038.39  (feet) COMP
 RL0878  MODELED GRAVITY -    980,693.2   (mgal)                       NAVD 88
 RL0878
 RL0878  VERT ORDER      -  SECOND    CLASS 0
 RL0878
 RL0878.The horizontal coordinates were determined by differentially corrected
 RL0878.hand held GPS observations or other comparable positioning techniques
 RL0878.and have an estimated accuracy of +/- 3 meters.
 RL0878
 RL0878.The orthometric height was determined by differential leveling and
 RL0878.adjusted by the NATIONAL GEODETIC SURVEY
 RL0878.in June 1991.
 RL0878
 RL0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0878.GEOID18 height accuracy estimate available here.
 RL0878
 RL0878.Click photographs - Photos may exist for this station.
 RL0878
 RL0878.The dynamic height is computed by dividing the NAVD 88
 RL0878.geopotential number by the normal gravity value computed on the
 RL0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0878.degrees latitude (g = 980.6199 gals.).
 RL0878
 RL0878.The modeled gravity was interpolated from observed gravity values.
 RL0878
 RL0878;                    North         East    Units  Estimated Accuracy
 RL0878;SPC MI N     -   220,536.4   7,839,342.8     MT  (+/- 3 meters HH1 GPS) 
 RL0878
 RL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3937979348(NAD 83)
 RL0878
 RL0878                          SUPERSEDED SURVEY CONTROL
 RL0878
 RL0878  NGVD 29 (??/??/92)  316.480  (m)         1038.32   (f) ADJ UNCH    2 0
 RL0878
 RL0878.Superseded values are not recommended for survey control.
 RL0878
 RL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0878.See file dsdata.pdf to determine how the superseded data were derived.
 RL0878
 RL0878_MARKER: DB = BENCH MARK DISK
 RL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0878_STAMPING: C 137 1948
 RL0878_MARK LOGO: CGS
 RL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0878+STABILITY: SURFACE MOTION
 RL0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0878+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 RL0878
 RL0878  HISTORY     - Date     Condition        Report By
 RL0878  HISTORY     - 1948     MONUMENTED       CGS
 RL0878  HISTORY     - 1988     GOOD             USPSQD
 RL0878  HISTORY     - 20010615 GOOD             USPSQD
 RL0878  HISTORY     - 20010920 GOOD             JCLS
 RL0878  HISTORY     - 20020614 GOOD             JCLS
 RL0878  HISTORY     - 20040812 GOOD             USPSQD
 RL0878  HISTORY     - 20071117 GOOD             GEOCAC
 RL0878  HISTORY     - 20171004 GOOD             MIDT
 RL0878
 RL0878                          STATION DESCRIPTION
 RL0878
 RL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0878'1.6 MI SW FROM MASS.
 RL0878'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0878'CROSSROADS AND THE CO-OP STORE AT MASS, ABOUT 0.3 MILE SOUTHWEST
 RL0878'OF THE CROSSING OF A POWER TRANSMISSION LINE, 0.4 MILE NORTHEAST
 RL0878'OF A SIDE ROAD SOUTH, 270 FEET SOUTHWEST OF THE SOUTHEAST END OF
 RL0878'A 3-FOOT CONCRETE BOX CULVERT, 169 FEET SOUTHWEST OF THE CENTER
 RL0878'OF THE JUNCTION OF A DIM ROAD WEST, 7 FEET SOUTHEAST OF A
 RL0878'TRIANGULAR BLAZED 10-INCH OAK TREE, 37 FEET NORTHWEST OF THE
 RL0878'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN
 RL0878'WITNESS POST, 3 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 RL0878'CONCRETE POST PROJECTING 6 INCHES.
 RL0878
 RL0878                          STATION RECOVERY (1988)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2001)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2001)
 RL0878
 RL0878'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RL0878'RECOVERED AS DESCRIBED.
 RL0878
 RL0878                          STATION RECOVERY (2002)
 RL0878
 RL0878'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2004)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2007)
 RL0878
 RL0878'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2017)
 RL0878
 RL0878'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (BLJ)
 RL0878'THE MARK WAS USED AS A BASE POINT FOR RTK OBSERVATIONS.  A CARSONITE
 RL0878'MARKER WAS SET AT THE WEST EDGE OF THE CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0791 ***********************************************************************
 RL0791  DESIGNATION -  C 138
 RL0791  PID         -  RL0791
 RL0791  STATE/COUNTY-  MI/ONTONAGON
 RL0791  COUNTRY     -  US
 RL0791  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0791
 RL0791                         *CURRENT SURVEY CONTROL
 RL0791  ______________________________________________________________________
 RL0791* NAD 83(1986) POSITION- 46 30 57.     (N) 089 10 55.     (W)   SCALED
 RL0791* NAVD 88 ORTHO HEIGHT -   354.589 (meters)     1163.35  (feet) ADJUSTED
 RL0791  ______________________________________________________________________
 RL0791  GEOID HEIGHT    -        -31.959 (meters)                     GEOID18
 RL0791  DYNAMIC HEIGHT  -        354.599 (meters)     1163.38  (feet) COMP
 RL0791  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 RL0791
 RL0791  VERT ORDER      -  SECOND    CLASS 0
 RL0791
 RL0791.The horizontal coordinates were scaled from a map and have
 RL0791.an estimated accuracy of +/- 6 seconds.
 RL0791
 RL0791.The orthometric height was determined by differential leveling and
 RL0791.adjusted by the NATIONAL GEODETIC SURVEY
 RL0791.in June 1991.
 RL0791
 RL0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0791.GEOID18 height accuracy estimate available here.
 RL0791
 RL0791.Click photographs - Photos may exist for this station.
 RL0791
 RL0791.The dynamic height is computed by dividing the NAVD 88
 RL0791.geopotential number by the normal gravity value computed on the
 RL0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0791.degrees latitude (g = 980.6199 gals.).
 RL0791
 RL0791.The modeled gravity was interpolated from observed gravity values.
 RL0791
 RL0791;                    North         East    Units  Estimated Accuracy
 RL0791;SPC MI N     -   194,860.    7,832,590.      MT  (+/- 180 meters Scaled)
 RL0791
 RL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326536(NAD 83)
 RL0791
 RL0791                          SUPERSEDED SURVEY CONTROL
 RL0791
 RL0791  NGVD 29 (??/??/92)  354.603  (m)         1163.39   (f) ADJ UNCH    2 0
 RL0791
 RL0791.Superseded values are not recommended for survey control.
 RL0791
 RL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0791.See file dsdata.pdf to determine how the superseded data were derived.
 RL0791
 RL0791_MARKER: DB = BENCH MARK DISK
 RL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0791_STAMPING: C 138 1948
 RL0791_MARK LOGO: CGS
 RL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0791+STABILITY: SURFACE MOTION
 RL0791
 RL0791  HISTORY     - Date     Condition        Report By
 RL0791  HISTORY     - 1948     MONUMENTED       CGS
 RL0791  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0791  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0791  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0791  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0791
 RL0791                          STATION DESCRIPTION
 RL0791
 RL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0791'1.4 MI S FROM BRUCES CROSSING.
 RL0791'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0791'OF STATE HIGHWAY 28 AT BRUCES CROSSING, THENCE ABOUT 0.15 MILE
 RL0791'WEST ALONG A GRAVEL DRIVE, AT THE UPPER PENINSULA AIRPORT, AT
 RL0791'THE SOUTHWEST CORNER OF THE SOUTH ONE OF A GROUP OF SMALL
 RL0791'HANGARS, IN LINE WITH THE WEST SIDE OF THE HANGAR, 3 FEET SOUTH
 RL0791'OF THE SOUTHWEST CORNER OF THE HANGAR, 1 1/2 FEET WEST OF A WHITE
 RL0791'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 RL0791'PROJECTING 6 INCHES.
 RL0791
 RL0791                          STATION RECOVERY (1978)
 RL0791
 RL0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1985)
 RL0791
 RL0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1987)
 RL0791
 RL0791'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1996)
 RL0791
 RL0791'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0791'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0058 ***********************************************************************
 NE0058  DESIGNATION -  C 14 USLS
 NE0058  PID         -  NE0058
 NE0058  STATE/COUNTY-  MI/ST CLAIR
 NE0058  COUNTRY     -  US
 NE0058  USGS QUAD   -  PORT HURON (2017)
 NE0058
 NE0058                         *CURRENT SURVEY CONTROL
 NE0058  ______________________________________________________________________
 NE0058* NAD 83(1986) POSITION- 42 57 38.10   (N) 082 25 35.76   (W)   HD_HELD1
 NE0058* NAVD 88 ORTHO HEIGHT -   185.712 (meters)      609.29  (feet) ADJUSTED
 NE0058  ______________________________________________________________________
 NE0058  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0058  DYNAMIC HEIGHT  -        185.666 (meters)      609.14  (feet) COMP
 NE0058  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 NE0058
 NE0058  VERT ORDER      -  FIRST     CLASS 0
 NE0058
 NE0058.The horizontal coordinates were determined by differentially corrected
 NE0058.hand held GPS observations or other comparable positioning techniques
 NE0058.and have an estimated accuracy of +/- 3 meters.
 NE0058
 NE0058.The orthometric height was determined by differential leveling and
 NE0058.adjusted by the NATIONAL GEODETIC SURVEY
 NE0058.in June 1991.
 NE0058
 NE0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0058.GEOID18 height accuracy estimate available here.
 NE0058
 NE0058.Click photographs - Photos may exist for this station.
 NE0058
 NE0058.The dynamic height is computed by dividing the NAVD 88
 NE0058.geopotential number by the normal gravity value computed on the
 NE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0058.degrees latitude (g = 980.6199 gals.).
 NE0058
 NE0058.The modeled gravity was interpolated from observed gravity values.
 NE0058
 NE0058;                    North         East    Units  Estimated Accuracy
 NE0058;SPC MI S     -   164,061.6   4,158,267.4     MT  (+/- 3 meters HH1 GPS) 
 NE0058
 NE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8364557424(NAD 83)
 NE0058
 NE0058                          SUPERSEDED SURVEY CONTROL
 NE0058
 NE0058  NGVD 29 (11/26/84)  185.831  (m)          609.68   (f) ADJUSTED    1 0
 NE0058
 NE0058.Superseded values are not recommended for survey control.
 NE0058
 NE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0058.See file dsdata.pdf to determine how the superseded data were derived.
 NE0058
 NE0058_MARKER: DD = SURVEY DISK
 NE0058_SETTING: 0 = UNSPECIFIED SETTING
 NE0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0058+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 NE0058
 NE0058  HISTORY     - Date     Condition        Report By
 NE0058  HISTORY     - 1929     MONUMENTED       USLS
 NE0058  HISTORY     - 1970     GOOD             USLS
 NE0058  HISTORY     - 1980     GOOD             NGS
 NE0058  HISTORY     - 1983     GOOD             USPSQD
 NE0058  HISTORY     - 19940514 GOOD             USPSQD
 NE0058  HISTORY     - 20020505 POOR             USPSQD
 NE0058  HISTORY     - 20090708 GOOD             BMJ
 NE0058
 NE0058                          STATION DESCRIPTION
 NE0058
 NE0058'DESCRIBED BY US LAKE SURVEY 1970
 NE0058'AT PORT HURON.
 NE0058'C 14 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0058'MILITARY STREET VIADUCT OVER THE GRAND TRUNK AND WESTERN R.R.,
 NE0058'ON WEST SIDE OF THE STREET, ON TOP OF WINGWALL OF SOUTH
 NE0058'ABUTMENT OF THE VIADUCT, 1.2 FEET FROM TRACK FACE OF THE WALL,
 NE0058'1291 FEET FROM TERMINAL POST OF GUARD RAIL ALONG BRIDGE PEDESTRIAN
 NE0058'WALK, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0058'SET INTO THE CONCRETE.  NOTE-- PREV. DESIG. BM C 14 1929
 NE0058
 NE0058                          STATION RECOVERY (1980)
 NE0058
 NE0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0058'IN PORT HURON, AT THE SOUTHWEST END OF THE G.T.W. AND OHIO RAILROAD
 NE0058'UNDER PASS BRIDGE UNDER HIGHWAY 25 (MILITARY STREET), SET IN THE WEST
 NE0058'MASSIVE CONCRETE WINGWALL OF THE BRIDGE, 1.13 KILOMETERS (0.7 MILE)
 NE0058'SOUTH OF THE U.S. POST OFFICE IN PORT HURON, 3.71 METERS (12.16 FEET)
 NE0058'SOUTHWEST OF THE WEST CORNER OF THE SOUTHWEST METAL POST OF THE METAL
 NE0058'GUARD RAIL OF THE BRIDGE, AND 1.89 METERS (6.2 FEET) NORTHWEST OF
 NE0058'THE NORTHWEST FACE OF THE NORTHEAST CONCRETE POST SUPPORTING A METAL
 NE0058'PIPE GUARD RAIL.
 NE0058'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NE0058
 NE0058                          STATION RECOVERY (1983)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0058'RECOVERED IN GOOD CONDITION.
 NE0058
 NE0058                          STATION RECOVERY (1994)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0058'RECOVERED IN GOOD CONDITION.
 NE0058
 NE0058                          STATION RECOVERY (2002)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0058'MARK RECOVERED IN POOR CONDITION.
 NE0058
 NE0058                          STATION RECOVERY (2009)
 NE0058
 NE0058'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2009 (CPK)
 NE0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1216 ***********************************************************************
 RL1216  DESIGNATION -  C 140
 RL1216  PID         -  RL1216
 RL1216  STATE/COUNTY-  MI/GOGEBIC
 RL1216  COUNTRY     -  US
 RL1216  USGS QUAD   -  WAKEFIELD (2017)
 RL1216
 RL1216                         *CURRENT SURVEY CONTROL
 RL1216  ______________________________________________________________________
 RL1216* NAD 83(1986) POSITION- 46 28 29.79   (N) 089 56 28.97   (W)   HD_HELD1
 RL1216* NAVD 88 ORTHO HEIGHT -   472.467 (meters)     1550.09  (feet) ADJUSTED
 RL1216  ______________________________________________________________________
 RL1216  GEOID HEIGHT    -        -30.750 (meters)                     GEOID18
 RL1216  DYNAMIC HEIGHT  -        472.482 (meters)     1550.13  (feet) COMP
 RL1216  MODELED GRAVITY -    980,631.6   (mgal)                       NAVD 88
 RL1216
 RL1216  VERT ORDER      -  FIRST     CLASS II
 RL1216
 RL1216.The horizontal coordinates were determined by differentially corrected
 RL1216.hand held GPS observations or other comparable positioning techniques
 RL1216.and have an estimated accuracy of +/- 3 meters.
 RL1216
 RL1216.The orthometric height was determined by differential leveling and
 RL1216.adjusted by the NATIONAL GEODETIC SURVEY
 RL1216.in June 1991.
 RL1216
 RL1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1216.GEOID18 height accuracy estimate available here.
 RL1216
 RL1216.Click photographs - Photos may exist for this station.
 RL1216
 RL1216.The dynamic height is computed by dividing the NAVD 88
 RL1216.geopotential number by the normal gravity value computed on the
 RL1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1216.degrees latitude (g = 980.6199 gals.).
 RL1216
 RL1216.The modeled gravity was interpolated from observed gravity values.
 RL1216
 RL1216;                    North         East    Units  Estimated Accuracy
 RL1216;SPC MI N     -   192,203.0   7,774,180.8     MT  (+/- 3 meters HH1 GPS) 
 RL1216
 RL1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7420351023(NAD 83)
 RL1216
 RL1216                          SUPERSEDED SURVEY CONTROL
 RL1216
 RL1216  NGVD 29 (??/??/92)  472.481  (m)         1550.13   (f) ADJ UNCH    1 2
 RL1216
 RL1216.Superseded values are not recommended for survey control.
 RL1216
 RL1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1216.See file dsdata.pdf to determine how the superseded data were derived.
 RL1216
 RL1216_MARKER: DB = BENCH MARK DISK
 RL1216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL1216_SP_SET: FOUNDATION
 RL1216_STAMPING: C 140 1948
 RL1216_MARK LOGO: CGS
 RL1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1216+STABILITY: SURFACE MOTION
 RL1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1216+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 RL1216
 RL1216  HISTORY     - Date     Condition        Report By
 RL1216  HISTORY     - 1948     MONUMENTED       CGS
 RL1216  HISTORY     - 1985     GOOD             NGS
 RL1216  HISTORY     - 1987     GOOD             USPSQD
 RL1216  HISTORY     - 19950612 GOOD             USPSQD
 RL1216  HISTORY     - 20000821 GOOD             MIDT
 RL1216  HISTORY     - 20030822 GOOD             USPSQD
 RL1216  HISTORY     - 20040806 GOOD             USPSQD
 RL1216  HISTORY     - 20120725 GOOD             GEOCAC
 RL1216  HISTORY     - 20180724 GOOD             WIDT
 RL1216
 RL1216                          STATION DESCRIPTION
 RL1216
 RL1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1216'AT WAKEFIELD.
 RL1216'AT WAKEFIELD, AT THE CITY HALL, SET VERTICALLY IN THE EAST
 RL1216'FACE NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 RL1216'1-STORY WING ADDITION TO THE NORTH OF THE CITY HALL, 3 FEET NORTH
 RL1216'OF THE SOUTHEAST CORNER OF THE WING AND NORTH FACE OF THE MAIN
 RL1216'BUILDING, ABOUT 32 FEET WEST OF THE NORTHEAST CORNER OF THE
 RL1216'MAIN BUILDING OF CITY HALL AND 2 FEET ABOVE THE GROUND.
 RL1216
 RL1216                          STATION RECOVERY (1985)
 RL1216
 RL1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (1987)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (1995)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2000)
 RL1216
 RL1216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2003)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1216'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET SOUTH OF AN
 RL1216'OVERHEAD DOOR WITH A PEDESTRIAN ENTRANCE.  NOTE-- THE CITY HALL IS AT
 RL1216'THE NORTHWEST CORNER OF HANCOCK STREET AND SUNDAY LAKE ST.
 RL1216
 RL1216                          STATION RECOVERY (2004)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2012)
 RL1216
 RL1216'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2018)
 RL1216
 RL1216'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1241 ***********************************************************************
 RL1241  DESIGNATION -  C 141
 RL1241  PID         -  RL1241
 RL1241  STATE/COUNTY-  MI/GOGEBIC
 RL1241  COUNTRY     -  US
 RL1241  USGS QUAD   -  GOGEBIC (2017)
 RL1241
 RL1241                         *CURRENT SURVEY CONTROL
 RL1241  ______________________________________________________________________
 RL1241* NAD 83(1986) POSITION- 46 21 36.     (N) 089 32 21.     (W)   SCALED
 RL1241* NAVD 88 ORTHO HEIGHT -   466.706 (meters)     1531.18  (feet) ADJUSTED
 RL1241  ______________________________________________________________________
 RL1241  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 RL1241  DYNAMIC HEIGHT  -        466.718 (meters)     1531.22  (feet) COMP
 RL1241  MODELED GRAVITY -    980,626.1   (mgal)                       NAVD 88
 RL1241
 RL1241  VERT ORDER      -  SECOND    CLASS 0
 RL1241
 RL1241.The horizontal coordinates were scaled from a map and have
 RL1241.an estimated accuracy of +/- 6 seconds.
 RL1241
 RL1241.The orthometric height was determined by differential leveling and
 RL1241.adjusted by the NATIONAL GEODETIC SURVEY
 RL1241.in June 1991.
 RL1241
 RL1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1241.GEOID18 height accuracy estimate available here.
 RL1241
 RL1241.Click photographs - Photos may exist for this station.
 RL1241
 RL1241.The dynamic height is computed by dividing the NAVD 88
 RL1241.geopotential number by the normal gravity value computed on the
 RL1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1241.degrees latitude (g = 980.6199 gals.).
 RL1241
 RL1241.The modeled gravity was interpolated from observed gravity values.
 RL1241
 RL1241;                    North         East    Units  Estimated Accuracy
 RL1241;SPC MI N     -   178,370.    7,804,640.      MT  (+/- 180 meters Scaled)
 RL1241
 RL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046371(NAD 83)
 RL1241
 RL1241                          SUPERSEDED SURVEY CONTROL
 RL1241
 RL1241  NGVD 29 (??/??/92)  466.720  (m)         1531.23   (f) ADJ UNCH    2 0
 RL1241
 RL1241.Superseded values are not recommended for survey control.
 RL1241
 RL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1241.See file dsdata.pdf to determine how the superseded data were derived.
 RL1241
 RL1241_MARKER: DB = BENCH MARK DISK
 RL1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1241_STAMPING: C 141 1948
 RL1241_MARK LOGO: CGS
 RL1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1241+STABILITY: SURFACE MOTION
 RL1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1241+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 RL1241
 RL1241  HISTORY     - Date     Condition        Report By
 RL1241  HISTORY     - 1948     MONUMENTED       CGS
 RL1241  HISTORY     - 1987     GOOD             USPSQD
 RL1241  HISTORY     - 19950830 GOOD             MIDT
 RL1241  HISTORY     - 19960913 GOOD             MIDT
 RL1241  HISTORY     - 19980427 GOOD             MIDT
 RL1241  HISTORY     - 20110527 GOOD             MIDT
 RL1241
 RL1241                          STATION DESCRIPTION
 RL1241
 RL1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1241'8.6 MI E FROM MARENISCO.
 RL1241'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1241'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1241'8.0 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 1.1 MILES EAST OF
 RL1241'THE BRIDGE OVER SLATE RIVER, AT A DIM TRAIL NORTH, 52 FEET
 RL1241'NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH-NORTHWEST
 RL1241'OF THE WEST END OF A 14-INCH PIPE CULVERT UNDER TRAIL, 7.5
 RL1241'FEET EAST OF A LONE TRIANGULAR BLAZED 22-INCH OAK TREE, 18 FEET
 RL1241'WEST OF THE CENTER LINE OF THE TRAIL, 2 FEET WEST OF A WHITE
 RL1241'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 RL1241'OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1241
 RL1241                          STATION RECOVERY (1987)
 RL1241
 RL1241'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1241'RECOVERED IN GOOD CONDITION.
 RL1241
 RL1241                          STATION RECOVERY (1995)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1241'RECOVERED AS DESCRIBED.  DIM TRAIL IS NOW A WELL DEFINED DRIVEWAY.
 RL1241'MARK IS 2 FEET (0.6 M) SOUTH OF A METAL WITNESS POST AND PROJECTS
 RL1241'5-INCHES ABOVE GROUND.
 RL1241
 RL1241                          STATION RECOVERY (1996)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1241'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, BUT WITH THE
 RL1241'FOLLOWING NOTATION.  THE DIM TRAIL IS NOW A WELL DEFINED DRIVEWAY.
 RL1241'MARK IS 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS POST AND PROJECTS
 RL1241'5-INCHES ABOVE GROUND.
 RL1241
 RL1241                          STATION RECOVERY (1998)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1241'RECOVERED IN GOOD CONDITION.
 RL1241
 RL1241                          STATION RECOVERY (2011)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (KPK)
 RL1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1047 ***********************************************************************
 RL1047  DESIGNATION -  C 142
 RL1047  PID         -  RL1047
 RL1047  STATE/COUNTY-  MI/GOGEBIC
 RL1047  COUNTRY     -  US
 RL1047  USGS QUAD   -  BEATON (2017)
 RL1047
 RL1047                         *CURRENT SURVEY CONTROL
 RL1047  ______________________________________________________________________
 RL1047* NAD 83(1986) POSITION- 46 19 43.6    (N) 089 16 44.9    (W)   HD_HELD2
 RL1047* NAVD 88 ORTHO HEIGHT -   506.674 (meters)     1662.31  (feet) ADJUSTED
 RL1047  ______________________________________________________________________
 RL1047  GEOID HEIGHT    -        -31.275 (meters)                     GEOID18
 RL1047  DYNAMIC HEIGHT  -        506.687 (meters)     1662.36  (feet) COMP
 RL1047  MODELED GRAVITY -    980,623.4   (mgal)                       NAVD 88
 RL1047
 RL1047  VERT ORDER      -  SECOND    CLASS 0
 RL1047
 RL1047.The horizontal coordinates were established by autonomous hand held GPS
 RL1047.observations and have an estimated accuracy of +/- 10 meters.
 RL1047
 RL1047.The orthometric height was determined by differential leveling and
 RL1047.adjusted by the NATIONAL GEODETIC SURVEY
 RL1047.in June 1991.
 RL1047
 RL1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1047.GEOID18 height accuracy estimate available here.
 RL1047
 RL1047.Click photographs - Photos may exist for this station.
 RL1047
 RL1047.The dynamic height is computed by dividing the NAVD 88
 RL1047.geopotential number by the normal gravity value computed on the
 RL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1047.degrees latitude (g = 980.6199 gals.).
 RL1047
 RL1047.The modeled gravity was interpolated from observed gravity values.
 RL1047
 RL1047;                    North         East    Units  Estimated Accuracy
 RL1047;SPC MI N     -   174,290.    7,824,540.      MT  (+/- 10 meters HH2 GPS)
 RL1047
 RL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2457133102(NAD 83)
 RL1047
 RL1047                          SUPERSEDED SURVEY CONTROL
 RL1047
 RL1047  NGVD 29 (??/??/92)  506.694  (m)         1662.38   (f) ADJ UNCH    2 0
 RL1047
 RL1047.Superseded values are not recommended for survey control.
 RL1047
 RL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1047.See file dsdata.pdf to determine how the superseded data were derived.
 RL1047
 RL1047_MARKER: DB = BENCH MARK DISK
 RL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1047_STAMPING: C 142 1948
 RL1047_MARK LOGO: CGS
 RL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1047+STABILITY: SURFACE MOTION
 RL1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1047+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1047
 RL1047  HISTORY     - Date     Condition        Report By
 RL1047  HISTORY     - 1948     MONUMENTED       CGS
 RL1047  HISTORY     - 20040720 GOOD             GEOCAC
 RL1047
 RL1047                          STATION DESCRIPTION
 RL1047
 RL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1047'11.5 MI NW FROM WATERSMEET.
 RL1047'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1047'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1047'THENCE ABOUT 5.15 MILES NORTH ALONG A DIM AND GRASS TRAIL
 RL1047'(WOLF LAKE ROAD), THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL
 RL1047'ROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 27 FEET SOUTH OF
 RL1047'THE CENTER OF THE JUNCTION, 20 FEET NORTHEAST OF A 2 1/2 INCH
 RL1047'LONE FIR TREE, 21 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED
 RL1047'7-INCH ASPEN TREE, 327 FEET WEST OF THE CENTER LINE OF AN OLD
 RL1047'GRASS TRAIL LEADING SOUTH TO WOLF LAKE, 7 FEET SOUTHWEST OF A
 RL1047'ROAD SIGN, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1047'LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 RL1047'PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE POST OFFICE
 RL1047'AT PAULDING BY GOING ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY
 RL1047'45, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 RL1047'THENCE ABOUT 5.1 MILES SOUTH ALONG A ROAD LEADING TO COUNTY
 RL1047'LINE LAKE.
 RL1047
 RL1047                          STATION RECOVERY (2004)
 RL1047
 RL1047'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1047'WATERSMEET, 3.35 MILE NORTH ALONG US HWY 45 FROM JUNCTION WITH US HWY
 RL1047'2, THENCE 5.2 MILES WEST AND NORTH ALONG SUCKER LAKE ROAD TO THE
 RL1047'JUNCTION OF COUNTY LINE LAKE ROAD AND THE MARK ON THE LEFT AS
 RL1047'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1108 ***********************************************************************
 RL1108  DESIGNATION -  C 143
 RL1108  PID         -  RL1108
 RL1108  STATE/COUNTY-  MI/ONTONAGON
 RL1108  COUNTRY     -  US
 RL1108  USGS QUAD   -  CHOATE (2017)
 RL1108
 RL1108                         *CURRENT SURVEY CONTROL
 RL1108  ______________________________________________________________________
 RL1108* NAD 83(1986) POSITION- 46 23 46.0    (N) 089 17 08.3    (W)   HD_HELD2
 RL1108* NAVD 88 ORTHO HEIGHT -   418.656 (meters)     1373.54  (feet) ADJUSTED
 RL1108  ______________________________________________________________________
 RL1108  GEOID HEIGHT    -        -31.434 (meters)                     GEOID18
 RL1108  DYNAMIC HEIGHT  -        418.671 (meters)     1373.59  (feet) COMP
 RL1108  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 RL1108
 RL1108  VERT ORDER      -  SECOND    CLASS 0
 RL1108
 RL1108.The horizontal coordinates were established by autonomous hand held GPS
 RL1108.observations and have an estimated accuracy of +/- 10 meters.
 RL1108
 RL1108.The orthometric height was determined by differential leveling and
 RL1108.adjusted by the NATIONAL GEODETIC SURVEY
 RL1108.in June 1991.
 RL1108
 RL1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1108.GEOID18 height accuracy estimate available here.
 RL1108
 RL1108.Click photographs - Photos may exist for this station.
 RL1108
 RL1108.The dynamic height is computed by dividing the NAVD 88
 RL1108.geopotential number by the normal gravity value computed on the
 RL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1108.degrees latitude (g = 980.6199 gals.).
 RL1108
 RL1108.The modeled gravity was interpolated from observed gravity values.
 RL1108
 RL1108;                    North         East    Units  Estimated Accuracy
 RL1108;SPC MI N     -   181,785.    7,824,256.      MT  (+/- 10 meters HH2 GPS)
 RL1108
 RL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2428740598(NAD 83)
 RL1108
 RL1108                          SUPERSEDED SURVEY CONTROL
 RL1108
 RL1108  NGVD 29 (??/??/92)  418.679  (m)         1373.62   (f) ADJ UNCH    2 0
 RL1108
 RL1108.Superseded values are not recommended for survey control.
 RL1108
 RL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1108.See file dsdata.pdf to determine how the superseded data were derived.
 RL1108
 RL1108_MARKER: DB = BENCH MARK DISK
 RL1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1108_STAMPING: C 143 1948
 RL1108_MARK LOGO: CGS
 RL1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1108+STABILITY: SURFACE MOTION
 RL1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1108+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RL1108
 RL1108  HISTORY     - Date     Condition        Report By
 RL1108  HISTORY     - 1948     MONUMENTED       CGS
 RL1108  HISTORY     - 20010617 GOOD             USPSQD
 RL1108  HISTORY     - 20040816 GOOD             GEOCAC
 RL1108
 RL1108                          STATION DESCRIPTION
 RL1108
 RL1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1108'6 MI SW FROM PAULDING.
 RL1108'ABOUT 0.25 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1108'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1108'ROAD, AT A ROAD SOUTH TO COUNTY LINE LAKE, ABOUT 0.65 MILE
 RL1108'SOUTHWEST AND WEST OF A DIM ROAD WEST, 37 FEET NORTH-NORTHWEST
 RL1108'OF THE CENTER OF THE JUNCTION, 31 FEET NORTH OF THE CENTER
 RL1108'LINE OF THE ROAD, 5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL1108'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1108'POST PROJECTING 6 INCHES.
 RL1108
 RL1108                          STATION RECOVERY (2001)
 RL1108
 RL1108'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1108'RECOVERED IN GOOD CONDITION.
 RL1108
 RL1108                          STATION RECOVERY (2004)
 RL1108
 RL1108'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1108'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1108'50 FT EAST AND 34 FT NORTH OF ROAD C/L AT END OF PAVEMENT, 5 FT NORTH
 RL1108'OF THE TREE LINE AND ABOUT 4 FT BELOW LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1171 ***********************************************************************
 RL1171  DESIGNATION -  C 144
 RL1171  PID         -  RL1171
 RL1171  STATE/COUNTY-  MI/GOGEBIC
 RL1171  COUNTRY     -  US
 RL1171  USGS QUAD   -  STATELINE LAKE (2017)
 RL1171
 RL1171                         *CURRENT SURVEY CONTROL
 RL1171  ______________________________________________________________________
 RL1171* NAD 83(1986) POSITION- 46 21 52.39   (N) 089 41 57.12   (W)   HD_HELD1
 RL1171* NAVD 88 ORTHO HEIGHT -   465.357 (meters)     1526.76  (feet) ADJUSTED
 RL1171  ______________________________________________________________________
 RL1171  GEOID HEIGHT    -        -31.018 (meters)                     GEOID18
 RL1171  DYNAMIC HEIGHT  -        465.358 (meters)     1526.76  (feet) COMP
 RL1171  MODELED GRAVITY -    980,603.3   (mgal)                       NAVD 88
 RL1171
 RL1171  VERT ORDER      -  SECOND    CLASS 0
 RL1171
 RL1171.The horizontal coordinates were determined by differentially corrected
 RL1171.hand held GPS observations or other comparable positioning techniques
 RL1171.and have an estimated accuracy of +/- 3 meters.
 RL1171
 RL1171.The orthometric height was determined by differential leveling and
 RL1171.adjusted by the NATIONAL GEODETIC SURVEY
 RL1171.in June 1991.
 RL1171
 RL1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1171.GEOID18 height accuracy estimate available here.
 RL1171
 RL1171.Click photographs - Photos may exist for this station.
 RL1171
 RL1171.The dynamic height is computed by dividing the NAVD 88
 RL1171.geopotential number by the normal gravity value computed on the
 RL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1171.degrees latitude (g = 980.6199 gals.).
 RL1171
 RL1171.The modeled gravity was interpolated from observed gravity values.
 RL1171
 RL1171;                    North         East    Units  Estimated Accuracy
 RL1171;SPC MI N     -   179,279.0   7,792,348.6     MT  (+/- 3 meters HH1 GPS) 
 RL1171
 RL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9237538093(NAD 83)
 RL1171
 RL1171                          SUPERSEDED SURVEY CONTROL
 RL1171
 RL1171  NGVD 29 (??/??/92)  465.356  (m)         1526.76   (f) ADJ UNCH    2 0
 RL1171
 RL1171.Superseded values are not recommended for survey control.
 RL1171
 RL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1171.See file dsdata.pdf to determine how the superseded data were derived.
 RL1171
 RL1171_MARKER: DB = BENCH MARK DISK
 RL1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1171_STAMPING: C 144 1948
 RL1171_MARK LOGO: CGS
 RL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1171+STABILITY: SURFACE MOTION
 RL1171
 RL1171  HISTORY     - Date     Condition        Report By
 RL1171  HISTORY     - 1948     MONUMENTED       CGS
 RL1171  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1171  HISTORY     - 19980427 MARK NOT FOUND   MIDT
 RL1171  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1171
 RL1171                          STATION DESCRIPTION
 RL1171
 RL1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1171'1.2 MI SW FROM MARENISCO.
 RL1171'ABOUT 1.25 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1171'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT 300 FEET
 RL1171'NORTH OF A HOUSE ON EAST SIDE OF HIGHWAY, 55 FEET NORTHEAST
 RL1171'OF THE NORTHEAST CORNER OF A DOUBLE CAR GARAGE ON WEST SIDE
 RL1171'OF HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16
 RL1171'FEET SOUTHWEST OF A HIGHWAY CURVE SIGN, 1 FOOT EAST OF A FENCE
 RL1171'LINE, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL1171'POST PROJECTING 6 INCHES.
 RL1171
 RL1171                          STATION RECOVERY (1978)
 RL1171
 RL1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (1987)
 RL1171
 RL1171'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (1998)
 RL1171
 RL1171'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (2004)
 RL1171
 RL1171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1249 ***********************************************************************
 RL1249  DESIGNATION -  C 145
 RL1249  PID         -  RL1249
 RL1249  STATE/COUNTY-  MI/GOGEBIC
 RL1249  COUNTRY     -  US
 RL1249  USGS QUAD   -  WAKEFIELD (2017)
 RL1249
 RL1249                         *CURRENT SURVEY CONTROL
 RL1249  ______________________________________________________________________
 RL1249* NAD 83(1986) POSITION- 46 25 08.90   (N) 089 56 57.11   (W)   HD_HELD1
 RL1249* NAVD 88 ORTHO HEIGHT -   489.619 (meters)     1606.36  (feet) ADJUSTED
 RL1249  ______________________________________________________________________
 RL1249  GEOID HEIGHT    -        -30.890 (meters)                     GEOID18
 RL1249  DYNAMIC HEIGHT  -        489.620 (meters)     1606.36  (feet) COMP
 RL1249  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 RL1249
 RL1249  VERT ORDER      -  SECOND    CLASS 0
 RL1249
 RL1249.The horizontal coordinates were determined by differentially corrected
 RL1249.hand held GPS observations or other comparable positioning techniques
 RL1249.and have an estimated accuracy of +/- 3 meters.
 RL1249
 RL1249.The orthometric height was determined by differential leveling and
 RL1249.adjusted by the NATIONAL GEODETIC SURVEY
 RL1249.in June 1991.
 RL1249
 RL1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1249.GEOID18 height accuracy estimate available here.
 RL1249
 RL1249.Click photographs - Photos may exist for this station.
 RL1249
 RL1249.The dynamic height is computed by dividing the NAVD 88
 RL1249.geopotential number by the normal gravity value computed on the
 RL1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1249.degrees latitude (g = 980.6199 gals.).
 RL1249
 RL1249.The modeled gravity was interpolated from observed gravity values.
 RL1249
 RL1249;                    North         East    Units  Estimated Accuracy
 RL1249;SPC MI N     -   186,027.1   7,773,350.3     MT  (+/- 3 meters HH1 GPS) 
 RL1249
 RL1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7337244845(NAD 83)
 RL1249
 RL1249                          SUPERSEDED SURVEY CONTROL
 RL1249
 RL1249  NGVD 29 (??/??/92)  489.615  (m)         1606.35   (f) ADJ UNCH    2 0
 RL1249
 RL1249.Superseded values are not recommended for survey control.
 RL1249
 RL1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1249.See file dsdata.pdf to determine how the superseded data were derived.
 RL1249
 RL1249_MARKER: DB = BENCH MARK DISK
 RL1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1249_STAMPING: C 145 1948
 RL1249_MARK LOGO: CGS
 RL1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1249+STABILITY: SURFACE MOTION
 RL1249
 RL1249  HISTORY     - Date     Condition        Report By
 RL1249  HISTORY     - 1948     MONUMENTED       CGS
 RL1249  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1249  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1249  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1249  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1249
 RL1249                          STATION DESCRIPTION
 RL1249
 RL1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1249'4 MI S FROM WAKEFIELD.
 RL1249'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE CITY HALL
 RL1249'AT WAKEFIELD, THENCE ABOUT 3.35 MILES SOUTH ALONG CHANEY LAKE
 RL1249'ROAD, ABOUT 0.6 MILE SOUTH OF A DIM CROSSROAD, AT A DIM TRAIL
 RL1249'EAST, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 RL1249'NORTHWEST AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED 24-INCH
 RL1249'BIRCH TREE, 21 FEET NORTH AND ACROSS THE TRAIL FROM A
 RL1249'TRIANGULAR BLAZED 26-INCH BIRCH TREE, 8 FEET NORTH OF THE
 RL1249'CENTER LINE OF THE TRAIL, 1 FOOT ABOVE THE ROAD AND SET IN
 RL1249'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL1249
 RL1249                          STATION RECOVERY (1985)
 RL1249
 RL1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (1988)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (1996)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (2004)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1178 ***********************************************************************
 RL1178  DESIGNATION -  C 146
 RL1178  PID         -  RL1178
 RL1178  STATE/COUNTY-  MI/GOGEBIC
 RL1178  COUNTRY     -  US
 RL1178  USGS QUAD   -  STATELINE LAKE (2017)
 RL1178
 RL1178                         *CURRENT SURVEY CONTROL
 RL1178  ______________________________________________________________________
 RL1178* NAD 83(1986) POSITION- 46 16 36.87   (N) 089 44 26.46   (W)   HD_HELD1
 RL1178* NAVD 88 ORTHO HEIGHT -   508.139 (meters)     1667.12  (feet) ADJUSTED
 RL1178  ______________________________________________________________________
 RL1178  GEOID HEIGHT    -        -30.894 (meters)                     GEOID18
 RL1178  DYNAMIC HEIGHT  -        508.140 (meters)     1667.12  (feet) COMP
 RL1178  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 RL1178
 RL1178  VERT ORDER      -  SECOND    CLASS 0
 RL1178
 RL1178.The horizontal coordinates were determined by differentially corrected
 RL1178.hand held GPS observations or other comparable positioning techniques
 RL1178.and have an estimated accuracy of +/- 3 meters.
 RL1178
 RL1178.The orthometric height was determined by differential leveling and
 RL1178.adjusted by the NATIONAL GEODETIC SURVEY
 RL1178.in June 1991.
 RL1178
 RL1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1178.GEOID18 height accuracy estimate available here.
 RL1178
 RL1178.Click photographs - Photos may exist for this station.
 RL1178
 RL1178.The dynamic height is computed by dividing the NAVD 88
 RL1178.geopotential number by the normal gravity value computed on the
 RL1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1178.degrees latitude (g = 980.6199 gals.).
 RL1178
 RL1178.The modeled gravity was interpolated from observed gravity values.
 RL1178
 RL1178;                    North         East    Units  Estimated Accuracy
 RL1178;SPC MI N     -   169,652.9   7,788,821.8     MT  (+/- 3 meters HH1 GPS) 
 RL1178
 RL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8884728465(NAD 83)
 RL1178
 RL1178                          SUPERSEDED SURVEY CONTROL
 RL1178
 RL1178  NGVD 29 (??/??/92)  508.139  (m)         1667.12   (f) ADJ UNCH    2 0
 RL1178
 RL1178.Superseded values are not recommended for survey control.
 RL1178
 RL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1178.See file dsdata.pdf to determine how the superseded data were derived.
 RL1178
 RL1178_MARKER: DB = BENCH MARK DISK
 RL1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1178_STAMPING: C 146 1948
 RL1178_MARK LOGO: CGS
 RL1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1178+STABILITY: SURFACE MOTION
 RL1178
 RL1178  HISTORY     - Date     Condition        Report By
 RL1178  HISTORY     - 1948     MONUMENTED       CGS
 RL1178  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1178
 RL1178                          STATION DESCRIPTION
 RL1178
 RL1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1178'2.2 MI N FROM WINEGAR.
 RL1178'ABOUT 1.05 MILES NORTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1178'AT WINEGAR, WISCONSIN, THENCE ABOUT 1.1 MILES NORTH ALONG
 RL1178'MICHIGAN STATE HIGHWAY 64, AT THE JUNCTION OF A DIM ROAD WEST,
 RL1178'97 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE
 RL1178'NO. 166, 43 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37 FEET
 RL1178'WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 RL1178'CENTER LINE OF THE DIM ROAD, 2 1/2 FEET WEST OF A WHITE WOODEN
 RL1178'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL1178'OF A CONCRETE POST PROJECTING 2 INCHES.
 RL1178
 RL1178                          STATION RECOVERY (2004)
 RL1178
 RL1178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0712 ***********************************************************************
 RL0712  DESIGNATION -  C 147
 RL0712  PID         -  RL0712
 RL0712  STATE/COUNTY-  MI/ONTONAGON
 RL0712  COUNTRY     -  US
 RL0712  USGS QUAD   -  MATCHWOOD (2017)
 RL0712
 RL0712                         *CURRENT SURVEY CONTROL
 RL0712  ______________________________________________________________________
 RL0712* NAD 83(1986) POSITION- 46 34 01.     (N) 089 26 55.     (W)   SCALED
 RL0712* NAVD 88 ORTHO HEIGHT -   381.311 (meters)     1251.02  (feet) ADJUSTED
 RL0712  ______________________________________________________________________
 RL0712  GEOID HEIGHT    -        -31.392 (meters)                     GEOID18
 RL0712  DYNAMIC HEIGHT  -        381.328 (meters)     1251.07  (feet) COMP
 RL0712  MODELED GRAVITY -    980,648.0   (mgal)                       NAVD 88
 RL0712
 RL0712  VERT ORDER      -  FIRST     CLASS II
 RL0712
 RL0712.The horizontal coordinates were scaled from a map and have
 RL0712.an estimated accuracy of +/- 6 seconds.
 RL0712
 RL0712.The orthometric height was determined by differential leveling and
 RL0712.adjusted by the NATIONAL GEODETIC SURVEY
 RL0712.in June 1991.
 RL0712
 RL0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0712.GEOID18 height accuracy estimate available here.
 RL0712
 RL0712.Click photographs - Photos may exist for this station.
 RL0712
 RL0712.The dynamic height is computed by dividing the NAVD 88
 RL0712.geopotential number by the normal gravity value computed on the
 RL0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0712.degrees latitude (g = 980.6199 gals.).
 RL0712
 RL0712.The modeled gravity was interpolated from observed gravity values.
 RL0712
 RL0712;                    North         East    Units  Estimated Accuracy
 RL0712;SPC MI N     -   201,140.    7,812,320.      MT  (+/- 180 meters Scaled)
 RL0712
 RL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS123599(NAD 83)
 RL0712
 RL0712                          SUPERSEDED SURVEY CONTROL
 RL0712
 RL0712  NGVD 29 (??/??/92)  381.307  (m)         1251.00   (f) ADJ UNCH    1 2
 RL0712
 RL0712.Superseded values are not recommended for survey control.
 RL0712
 RL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0712.See file dsdata.pdf to determine how the superseded data were derived.
 RL0712
 RL0712_MARKER: DB = BENCH MARK DISK
 RL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0712_STAMPING: C 147 1948
 RL0712_MARK LOGO: CGS
 RL0712_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0712+STABILITY: SURFACE MOTION
 RL0712
 RL0712  HISTORY     - Date     Condition        Report By
 RL0712  HISTORY     - 1948     MONUMENTED       CGS
 RL0712  HISTORY     - 1985     GOOD             NGS
 RL0712  HISTORY     - 1987     GOOD             USPSQD
 RL0712  HISTORY     - 19960626 GOOD             USPSQD
 RL0712  HISTORY     - 20010615 GOOD             USPSQD
 RL0712  HISTORY     - 20040809 GOOD             USPSQD
 RL0712
 RL0712                          STATION DESCRIPTION
 RL0712
 RL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0712'1 MI E FROM TOPAZ.
 RL0712'ABOUT 1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0712'RALWAY FROM THE SCHOOL AT TOPAZ, ABOUT 2.45 MILES WEST OF
 RL0712'MATCHWOOD, AT THE T JUNCTION OF A GRAVEL ROAD NORTH ON STATE
 RL0712'HIGHWAY 28 WHICH PARALLELS THE TRACK, ABOUT 0.1 MILE WEST OF A
 RL0712'FARM HOUSE ON NORTH SIDE OF HIGHWAY, 171 FEET NORTHWEST AND
 RL0712'ACROSS THE HIGHWAY FROM TELEPHONE POLE 4473, 167 FEET NORTH
 RL0712'AND ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE TRACK, 59
 RL0712'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF
 RL0712'THE CENTER LINE OF THE ROAD NORTH, 3 FEET SOUTHWEST OF A FENCE
 RL0712'CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 RL0712'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0712
 RL0712                          STATION RECOVERY (1985)
 RL0712
 RL0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0712'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 RL0712'(13.35 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0712'HIGHWAY 45 IN BRUCE CROSSING, 18.0 M (59.1 FT) NORTHEAST OF THE
 RL0712'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) NORTHWEST OF THE CENTER OF
 RL0712'KITZMAN ROAD, AND 1.0 M (3.3 FT) WEST OF A FENCE CORNER.
 RL0712'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 RL0712'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 RL0712
 RL0712                          STATION RECOVERY (1987)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (1996)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (2001)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (2004)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0107 ***********************************************************************
 SG0107  DESIGNATION -  C 148
 SG0107  PID         -  SG0107
 SG0107  STATE/COUNTY-  MI/HOUGHTON
 SG0107  COUNTRY     -  US
 SG0107  USGS QUAD   -  CHASSELL (2017)
 SG0107
 SG0107                         *CURRENT SURVEY CONTROL
 SG0107  ______________________________________________________________________
 SG0107* NAD 83(1986) POSITION- 47 01 30.     (N) 088 35 51.     (W)   SCALED
 SG0107* NAVD 88 ORTHO HEIGHT -   261.684 (meters)      858.54  (feet) ADJUSTED
 SG0107  ______________________________________________________________________
 SG0107  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 SG0107  DYNAMIC HEIGHT  -        261.709 (meters)      858.62  (feet) COMP
 SG0107  MODELED GRAVITY -    980,701.3   (mgal)                       NAVD 88
 SG0107
 SG0107  VERT ORDER      -  SECOND    CLASS 0
 SG0107
 SG0107.The horizontal coordinates were scaled from a map and have
 SG0107.an estimated accuracy of +/- 6 seconds.
 SG0107
 SG0107.The orthometric height was determined by differential leveling and
 SG0107.adjusted by the NATIONAL GEODETIC SURVEY
 SG0107.in June 1991.
 SG0107
 SG0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0107.GEOID18 height accuracy estimate available here.
 SG0107
 SG0107.Click photographs - Photos may exist for this station.
 SG0107
 SG0107.The dynamic height is computed by dividing the NAVD 88
 SG0107.geopotential number by the normal gravity value computed on the
 SG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0107.degrees latitude (g = 980.6199 gals.).
 SG0107
 SG0107.The modeled gravity was interpolated from observed gravity values.
 SG0107
 SG0107;                    North         East    Units  Estimated Accuracy
 SG0107;SPC MI N     -   250,380.    7,878,570.      MT  (+/- 180 meters Scaled)
 SG0107
 SG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT786091(NAD 83)
 SG0107
 SG0107                          SUPERSEDED SURVEY CONTROL
 SG0107
 SG0107  NGVD 29 (??/??/92)  261.677  (m)          858.52   (f) ADJ UNCH    2 0
 SG0107
 SG0107.Superseded values are not recommended for survey control.
 SG0107
 SG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0107.See file dsdata.pdf to determine how the superseded data were derived.
 SG0107
 SG0107_MARKER: DB = BENCH MARK DISK
 SG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0107_STAMPING: C 148 1948
 SG0107_MARK LOGO: CGS
 SG0107_PROJECTION: PROJECTING 30 CENTIMETERS
 SG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0107+STABILITY: SURFACE MOTION
 SG0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0107+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2023
 SG0107
 SG0107  HISTORY     - Date     Condition        Report By
 SG0107  HISTORY     - 1948     MONUMENTED       CGS
 SG0107  HISTORY     - 20230827 SEE DESCRIPTION  MITU
 SG0107
 SG0107                          STATION DESCRIPTION
 SG0107
 SG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0107'3.6 MI W FROM CHASSELL.
 SG0107'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0107'AT CHASSELL, THENCE ABOUT 3.4 MILES WEST ALONG A BLACK TOP
 SG0107'ROAD, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A ROAD NORTH,
 SG0107'AT THE JUNCTION OF A DRIVE NORTH TO A FARM HOUSE, 33 FEET
 SG0107'SOUTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE PROLONGED
 SG0107'CENTER LINE OF THE DRIVE NORTH, 27 FEET WEST OF A FENCE CORNER,
 SG0107'5 FEET WEST OF POWER POLE NO. 6096, 1 FOOT NORTH OF THE FENCE
 SG0107'LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 SG0107'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SG0107'6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SOUTH RANGE STATE
 SG0107'BANK BUILDING AT SOUTH RANGE BY GOING ABOUT 3.95 MILES
 SG0107'SOUTH ALONG A ROAD LEADING TO TAPIOLA, THENCE ABOUT 0.85
 SG0107'MILE EAST ALONG A BLACK TOP ROAD LEADING TO CHASSELL.
 SG0107
 SG0107                          STATION RECOVERY (2023)
 SG0107
 SG0107'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JEB)
 SG0107'MONUMENT STILL IN CONCRETE BUT THE ENTIRE THING HAS BEEN DISTURBED.
 SG0107'IT IS NOW SOLID BUT ANGLED NORTH.  THIS WAS CONFIRMED BY THE ADJACENT
 SG0107'HOMEOWNER.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0556 ***********************************************************************
 RL0556  DESIGNATION -  C 149
 RL0556  PID         -  RL0556
 RL0556  STATE/COUNTY-  MI/HOUGHTON
 RL0556  COUNTRY     -  US
 RL0556  USGS QUAD   -  PINE LAKE (2017)
 RL0556
 RL0556                         *CURRENT SURVEY CONTROL
 RL0556  ______________________________________________________________________
 RL0556* NAD 83(1986) POSITION- 46 53 16.10   (N) 088 38 11.60   (W)   HD_HELD1
 RL0556* NAVD 88 ORTHO HEIGHT -   252.190 (meters)      827.39  (feet) ADJUSTED
 RL0556  ______________________________________________________________________
 RL0556  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 RL0556  DYNAMIC HEIGHT  -        252.207 (meters)      827.45  (feet) COMP
 RL0556  MODELED GRAVITY -    980,676.0   (mgal)                       NAVD 88
 RL0556
 RL0556  VERT ORDER      -  SECOND    CLASS 0
 RL0556
 RL0556.The horizontal coordinates were determined by differentially corrected
 RL0556.hand held GPS observations or other comparable positioning techniques
 RL0556.and have an estimated accuracy of +/- 3 meters.
 RL0556
 RL0556.The orthometric height was determined by differential leveling and
 RL0556.adjusted by the NATIONAL GEODETIC SURVEY
 RL0556.in June 1991.
 RL0556
 RL0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0556.GEOID18 height accuracy estimate available here.
 RL0556
 RL0556.Click photographs - Photos may exist for this station.
 RL0556
 RL0556.The dynamic height is computed by dividing the NAVD 88
 RL0556.geopotential number by the normal gravity value computed on the
 RL0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0556.degrees latitude (g = 980.6199 gals.).
 RL0556
 RL0556.The modeled gravity was interpolated from observed gravity values.
 RL0556
 RL0556;                    North         East    Units  Estimated Accuracy
 RL0556;SPC MI N     -   235,193.0   7,875,283.9     MT  (+/- 3 meters HH1 GPS) 
 RL0556
 RL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7532093996(NAD 83)
 RL0556
 RL0556                          SUPERSEDED SURVEY CONTROL
 RL0556
 RL0556  NGVD 29 (??/??/92)  252.177  (m)          827.35   (f) ADJ UNCH    2 0
 RL0556
 RL0556.Superseded values are not recommended for survey control.
 RL0556
 RL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0556.See file dsdata.pdf to determine how the superseded data were derived.
 RL0556
 RL0556_MARKER: DB = BENCH MARK DISK
 RL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0556_STAMPING: C 149 1948
 RL0556_MARK LOGO: CGS
 RL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0556+STABILITY: SURFACE MOTION
 RL0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0556+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 RL0556
 RL0556  HISTORY     - Date     Condition        Report By
 RL0556  HISTORY     - 1948     MONUMENTED       CGS
 RL0556  HISTORY     - 20040418 GOOD             GEOCAC
 RL0556  HISTORY     - 20080501 GOOD             JCLS
 RL0556
 RL0556                          STATION DESCRIPTION
 RL0556
 RL0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0556'1 MI N FROM ELO.
 RL0556'1.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE COMMUNITY BUILDING
 RL0556'AT ELO, AT THE ELO CEMETERY AND AT A CROSS ROAD, 55 FEET SOUTHWEST
 RL0556'OF THE CENTER LINE OF THE INTERSECTION, 92 FEET NORTHWEST AND
 RL0556'ACROSS THE ROAD FROM THE MAIN ENTRANCE TO THE CEMETERY, 7 FEET
 RL0556'NORTH OF THE NORTHEAST CORNER OF A GARAGE, 7 FEET EAST OF A
 RL0556'FENCE LINE, 16 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 3 FEET
 RL0556'WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0556'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0556'POST PROJECTING 6 INCHES.
 RL0556
 RL0556                          STATION RECOVERY (2004)
 RL0556
 RL0556'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0556'LOCATED AT THE INTERSECTION OF TAPIOLA ROAD AND AUTIO ROAD, 40 FT
 RL0556'SOUTH OF THE C/L AUTIO ROAD AND 34 FT WEST OF THE C/L OF THE MAIN
 RL0556'ROAD.
 RL0556
 RL0556                          STATION RECOVERY (2008)
 RL0556
 RL0556'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 RL0556'THE SOUTHWEST QUADRANT IS FILLED WITH TREES. WHEN THESE TREES HAVE NO
 RL0556'LEAVES THIS IS A GOOD GPS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0244 ***********************************************************************
 PL0244  DESIGNATION -  C 15
 PL0244  PID         -  PL0244
 PL0244  STATE/COUNTY-  MI/OSCEOLA
 PL0244  COUNTRY     -  US
 PL0244  USGS QUAD   -  LE ROY (2017)
 PL0244
 PL0244                         *CURRENT SURVEY CONTROL
 PL0244  ______________________________________________________________________
 PL0244* NAD 83(1986) POSITION- 44 04 35.     (N) 085 27 03.     (W)   SCALED
 PL0244* NAVD 88 ORTHO HEIGHT -   380.823 (meters)     1249.42  (feet) ADJUSTED
 PL0244  ______________________________________________________________________
 PL0244  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 PL0244  DYNAMIC HEIGHT  -        380.765 (meters)     1249.23  (feet) COMP
 PL0244  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PL0244
 PL0244  VERT ORDER      -  FIRST     CLASS II
 PL0244
 PL0244.The horizontal coordinates were scaled from a map and have
 PL0244.an estimated accuracy of +/- 6 seconds.
 PL0244
 PL0244.The orthometric height was determined by differential leveling and
 PL0244.adjusted by the NATIONAL GEODETIC SURVEY
 PL0244.in June 1991.
 PL0244
 PL0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0244.GEOID18 height accuracy estimate available here.
 PL0244
 PL0244.Click photographs - Photos may exist for this station.
 PL0244
 PL0244.The dynamic height is computed by dividing the NAVD 88
 PL0244.geopotential number by the normal gravity value computed on the
 PL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0244.degrees latitude (g = 980.6199 gals.).
 PL0244
 PL0244.The modeled gravity was interpolated from observed gravity values.
 PL0244
 PL0244;                    North         East    Units  Estimated Accuracy
 PL0244;SPC MI C     -    85,000.    5,913,160.      MT  (+/- 180 meters Scaled)
 PL0244
 PL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP240815(NAD 83)
 PL0244
 PL0244                          SUPERSEDED SURVEY CONTROL
 PL0244
 PL0244  NGVD 29 (??/??/92)  380.917  (m)         1249.73   (f) ADJ UNCH    1 2
 PL0244
 PL0244.Superseded values are not recommended for survey control.
 PL0244
 PL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0244.See file dsdata.pdf to determine how the superseded data were derived.
 PL0244
 PL0244_MARKER: Z = SEE DESCRIPTION
 PL0244_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PL0244_SP_SET: RAIL
 PL0244_STAMPING: 318
 PL0244_MARK LOGO: CGS
 PL0244_MAGNETIC: I = MARKER IS A STEEL ROD
 PL0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0244
 PL0244  HISTORY     - Date     Condition        Report By
 PL0244  HISTORY     - 1916     MONUMENTED       CGS
 PL0244  HISTORY     - 1934     GOOD             CGS
 PL0244  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0244
 PL0244                          STATION DESCRIPTION
 PL0244
 PL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0244'1.8 MI S FROM TUSTIN.
 PL0244'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0244'STATION AT TUSTIN, AT MILEPOST 318, AND 7.9 FEET EAST OF THE
 PL0244'EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING
 PL0244'1 FOOT ABOVE GROUND AND STAMPED 318.
 PL0244
 PL0244                          STATION RECOVERY (2001)
 PL0244
 PL0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0056 ***********************************************************************
 NE0056  DESIGNATION -  C 15 USLS
 NE0056  PID         -  NE0056
 NE0056  STATE/COUNTY-  MI/ST CLAIR
 NE0056  COUNTRY     -  US
 NE0056  USGS QUAD   -  PORT HURON (2017)
 NE0056
 NE0056                         *CURRENT SURVEY CONTROL
 NE0056  ______________________________________________________________________
 NE0056* NAD 83(1986) POSITION- 42 57 14.     (N) 082 25 54.     (W)   SCALED
 NE0056* NAVD 88 ORTHO HEIGHT -   183.017 (meters)      600.45  (feet) ADJUSTED
 NE0056  ______________________________________________________________________
 NE0056  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 NE0056  DYNAMIC HEIGHT  -        182.971 (meters)      600.30  (feet) COMP
 NE0056  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 NE0056
 NE0056  VERT ORDER      -  FIRST     CLASS 0
 NE0056
 NE0056.The horizontal coordinates were scaled from a map and have
 NE0056.an estimated accuracy of +/- 6 seconds.
 NE0056
 NE0056.The orthometric height was determined by differential leveling and
 NE0056.adjusted by the NATIONAL GEODETIC SURVEY
 NE0056.in June 1991.
 NE0056
 NE0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0056.GEOID18 height accuracy estimate available here.
 NE0056
 NE0056.Click photographs - Photos may exist for this station.
 NE0056
 NE0056.The dynamic height is computed by dividing the NAVD 88
 NE0056.geopotential number by the normal gravity value computed on the
 NE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0056.degrees latitude (g = 980.6199 gals.).
 NE0056
 NE0056.The modeled gravity was interpolated from observed gravity values.
 NE0056
 NE0056;                    North         East    Units  Estimated Accuracy
 NE0056;SPC MI S     -   163,310.    4,157,870.      MT  (+/- 180 meters Scaled)
 NE0056
 NE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH832566(NAD 83)
 NE0056
 NE0056                          SUPERSEDED SURVEY CONTROL
 NE0056
 NE0056  NGVD 29 (11/26/84)  183.135  (m)          600.84   (f) ADJUSTED    1 0
 NE0056
 NE0056.Superseded values are not recommended for survey control.
 NE0056
 NE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0056.See file dsdata.pdf to determine how the superseded data were derived.
 NE0056
 NE0056_MARKER: DD = SURVEY DISK
 NE0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0056+STABILITY: SURFACE MOTION
 NE0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0056+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 NE0056
 NE0056  HISTORY     - Date     Condition        Report By
 NE0056  HISTORY     - 1929     MONUMENTED       USLS
 NE0056  HISTORY     - 1970     GOOD             USLS
 NE0056  HISTORY     - 1980     GOOD             NGS
 NE0056  HISTORY     - 1984     GOOD             USPSQD
 NE0056  HISTORY     - 19940514 GOOD             USPSQD
 NE0056  HISTORY     - 20020505 GOOD             USPSQD
 NE0056  HISTORY     - 20090708 GOOD             BMJ
 NE0056
 NE0056                          STATION DESCRIPTION
 NE0056
 NE0056'DESCRIBED BY US LAKE SURVEY 1970
 NE0056'AT PORT HURON.
 NE0056'C-15 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0056'SOUTHEAST SIDE OF MILITARY STREET, OPPOSITE THE END OF TENTH
 NE0056'STREET, ON MILITARY STREET FACE OF COBBLESTONE PORCH OF RESIDENCE
 NE0056'AT 2664, 1.2 FEET FROM NORTH CORNER OF THE PORCH, 2-3/4 FEET
 NE0056'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 NE0056'DISC SET INTO MORTAR BETWEEN THE STONES.  NOTE-- PREV. DESGI.
 NE0056'BM C 15 1929
 NE0056
 NE0056                          STATION RECOVERY (1980)
 NE0056
 NE0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0056'IN PORT HURON, AT THE JUNCTION OF 10 TH STREET AND STATE HIGHWAY 25
 NE0056'(MILITARY STREET), SET VERTICALLY 2.5 FEET ABOVE THE GROUND IN THE
 NE0056'NORTHWEST FACE OF THE NORTHEAST STONE COLUMN OF THE FRONT PORCH OF
 NE0056'HOUSE NUMBER 2664 MILITARY STREET (HIGHWAY 25), DIRECTLY ACROSS THE
 NE0056'HIGHWAY FROM THE JUNCTION OF 10 TH STREET, 0.36 METER (1.2 FEET)
 NE0056'SOUTHWEST OF THE NORTH CORNER OF THE NORTHEAST COLUMN OF THE PORCH.
 NE0056
 NE0056                          STATION RECOVERY (1984)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0056'RECOVERED IN GOOD CONDITION.
 NE0056
 NE0056                          STATION RECOVERY (1994)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0056'RECOVERED IN GOOD CONDITION.
 NE0056
 NE0056                          STATION RECOVERY (2002)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0056'RECOVERED IN GOOD CONDITION.
 NE0056
 NE0056                          STATION RECOVERY (2009)
 NE0056
 NE0056'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2009 (CPK)
 NE0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0340 ***********************************************************************
 RK0340  DESIGNATION -  C 150
 RK0340  PID         -  RK0340
 RK0340  STATE/COUNTY-  MI/MARQUETTE
 RK0340  COUNTRY     -  US
 RK0340  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0340
 RK0340                         *CURRENT SURVEY CONTROL
 RK0340  ______________________________________________________________________
 RK0340* NAD 83(1986) POSITION- 46 36 32.1    (N) 087 42 19.4    (W)   HD_HELD2
 RK0340* NAVD 88 ORTHO HEIGHT -   422.977 (meters)     1387.72  (feet) ADJUSTED
 RK0340  ______________________________________________________________________
 RK0340  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 RK0340  DYNAMIC HEIGHT  -        423.007 (meters)     1387.82  (feet) COMP
 RK0340  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 RK0340
 RK0340  VERT ORDER      -  SECOND    CLASS 0
 RK0340
 RK0340.The horizontal coordinates were established by autonomous hand held GPS
 RK0340.observations and have an estimated accuracy of +/- 10 meters.
 RK0340
 RK0340.The orthometric height was determined by differential leveling and
 RK0340.adjusted by the NATIONAL GEODETIC SURVEY
 RK0340.in June 1991.
 RK0340
 RK0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0340.GEOID18 height accuracy estimate available here.
 RK0340
 RK0340.Click photographs - Photos may exist for this station.
 RK0340
 RK0340.The dynamic height is computed by dividing the NAVD 88
 RK0340.geopotential number by the normal gravity value computed on the
 RK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0340.degrees latitude (g = 980.6199 gals.).
 RK0340
 RK0340.The modeled gravity was interpolated from observed gravity values.
 RK0340
 RK0340;                    North         East    Units  Estimated Accuracy
 RK0340;SPC MI N     -   203,145.    7,945,966.      MT  (+/- 10 meters HH2 GPS)
 RK0340
 RK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4598261947(NAD 83)
 RK0340
 RK0340                          SUPERSEDED SURVEY CONTROL
 RK0340
 RK0340  NGVD 29 (??/??/92)  422.931  (m)         1387.57   (f) ADJ UNCH    2 0
 RK0340
 RK0340.Superseded values are not recommended for survey control.
 RK0340
 RK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0340.See file dsdata.pdf to determine how the superseded data were derived.
 RK0340
 RK0340_MARKER: DB = BENCH MARK DISK
 RK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0340_STAMPING: C 150 1948
 RK0340_MARK LOGO: CGS
 RK0340_PROJECTION: FLUSH
 RK0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0340+STABILITY: SURFACE MOTION
 RK0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0340+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 RK0340
 RK0340  HISTORY     - Date     Condition        Report By
 RK0340  HISTORY     - 1948     MONUMENTED       CGS
 RK0340  HISTORY     - 1985     GOOD             NGS
 RK0340  HISTORY     - 20080607 GOOD             GEOCAC
 RK0340  HISTORY     - 20090602 GOOD             MIDT
 RK0340
 RK0340                          STATION DESCRIPTION
 RK0340
 RK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0340'24.8 MI NW FROM MARQUETTE.
 RK0340'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0340'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0340'35, THENCE 7.1 MILES SOUTHWEST ALONG A SAND ROAD, 0.9 MILE
 RK0340'SOUTHWEST OF A BRIDGE OVER DEER CREEK, 0.15 MILE WEST OF A BRIDGE
 RK0340'OVER A CREEK (PROBABLY BOISE CREEK), SLIGHTLY EAST OF THE
 RK0340'SUMMIT OF A HIGH SANDY BLUFF OVERLOOKING DEAD RIVER BASIN, 12
 RK0340'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 RK0340'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND
 RK0340'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  THIS MARK
 RK0340'MAY ALSO BE REACHED FROM THE INTERSECTION OF NORTH SECOND STREET
 RK0340'AND U.S. HIGHWAY 41 IN ISHPEMING BY GOING 8.8 MILES NORTHWEST
 RK0340'ALONG A BLACK TOP ROAD, THENCE 6.55 MILES NORTHWEST ALONG A
 RK0340'GRAVEL ROAD, THENCE 4.3 MILES SOUTHEAST ALONG A SAND ROAD LEADING
 RK0340'AROUND THE NORTHEAST SIDE OF DEAD RIVER STORAGE BASIN TO THE
 RK0340'SITE OF THE MARK.
 RK0340
 RK0340                          STATION RECOVERY (1985)
 RK0340
 RK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0340'RECOVERED IN GOOD CONDITION.
 RK0340
 RK0340                          STATION RECOVERY (2008)
 RK0340
 RK0340'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0340'STATION IS LOCATED ON THE NORTHWEST SIDE OF A TRAIL ROAD,
 RK0340'APPROXIMATELY 175 FEET NORTHWEST OF RED ROAD.
 RK0340
 RK0340                          STATION RECOVERY (2009)
 RK0340
 RK0340'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0565 ***********************************************************************
 RL0565  DESIGNATION -  C 151
 RL0565  PID         -  RL0565
 RL0565  STATE/COUNTY-  MI/BARAGA
 RL0565  COUNTRY     -  US
 RL0565  USGS QUAD   -  PELKIE (2017)
 RL0565
 RL0565                         *CURRENT SURVEY CONTROL
 RL0565  ______________________________________________________________________
 RL0565* NAD 83(1986) POSITION- 46 46 47.     (N) 088 39 24.     (W)   SCALED
 RL0565* NAVD 88 ORTHO HEIGHT -   226.472 (meters)      743.02  (feet) ADJUSTED
 RL0565  ______________________________________________________________________
 RL0565  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 RL0565  DYNAMIC HEIGHT  -        226.487 (meters)      743.07  (feet) COMP
 RL0565  MODELED GRAVITY -    980,673.4   (mgal)                       NAVD 88
 RL0565
 RL0565  VERT ORDER      -  SECOND    CLASS 0
 RL0565
 RL0565.The horizontal coordinates were scaled from a map and have
 RL0565.an estimated accuracy of +/- 6 seconds.
 RL0565
 RL0565.The orthometric height was determined by differential leveling and
 RL0565.adjusted by the NATIONAL GEODETIC SURVEY
 RL0565.in June 1991.
 RL0565
 RL0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0565.GEOID18 height accuracy estimate available here.
 RL0565
 RL0565.Click photographs - Photos may exist for this station.
 RL0565
 RL0565.The dynamic height is computed by dividing the NAVD 88
 RL0565.geopotential number by the normal gravity value computed on the
 RL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0565.degrees latitude (g = 980.6199 gals.).
 RL0565
 RL0565.The modeled gravity was interpolated from observed gravity values.
 RL0565
 RL0565;                    North         East    Units  Estimated Accuracy
 RL0565;SPC MI N     -   223,210.    7,873,500.      MT  (+/- 180 meters Scaled)
 RL0565
 RL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS735820(NAD 83)
 RL0565
 RL0565                          SUPERSEDED SURVEY CONTROL
 RL0565
 RL0565  NGVD 29 (??/??/92)  226.459  (m)          742.97   (f) ADJ UNCH    2 0
 RL0565
 RL0565.Superseded values are not recommended for survey control.
 RL0565
 RL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0565.See file dsdata.pdf to determine how the superseded data were derived.
 RL0565
 RL0565_MARKER: DB = BENCH MARK DISK
 RL0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0565_STAMPING: C 151 1948
 RL0565_MARK LOGO: CGS
 RL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0565+STABILITY: SURFACE MOTION
 RL0565
 RL0565  HISTORY     - Date     Condition        Report By
 RL0565  HISTORY     - 1948     MONUMENTED       CGS
 RL0565  HISTORY     - 20070826 MARK NOT FOUND   GEOCAC
 RL0565
 RL0565                          STATION DESCRIPTION
 RL0565
 RL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0565'3.6 MI SW FROM PELKIE.
 RL0565'3.65 MILES SOUTH AND WEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 RL0565'AT PELKIE, ABOUT 0.5 MILE SOUTH OF A CURVE IN THE ROAD WITH
 RL0565'TANGENTS SOUTH AND EAST, AT THE JUNCTION OF A ROAD WEST
 RL0565'WITH HOUSE IN SOUTHWEST CORNER OF JUNCTION, 33 FEET
 RL0565'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 29 FEET
 RL0565'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH-NORTHEAST
 RL0565'OF A FENCE CORNER, 6 FEET EAST OF A FENCE LINE, 8 FEET
 RL0565'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 16-INCH ASPEN TREE,
 RL0565'10 FEET SOUTHWEST OF A TRIANGULAR BLAZED 11-INCH ASPEN TREE,
 RL0565'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0565'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0565'3 INCHES.  MARK MAY BE REACHED FROM THE SCHOOL AT BARAGA, BARAGA
 RL0565'COUNTY BY GOING ABOUT 8.65 MILES WEST ALONG STATE HIGHWAY 35,
 RL0565'THENCE ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD.
 RL0565
 RL0565                          STATION RECOVERY (2007)
 RL0565
 RL0565'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 RL0565'NOTE - GRADING AT SITE LOCATION, NO EVIDENCE FOUND. THE ROAD NAME IS
 RL0565'PINE CREEK ROAD AND THE JUNCTION IS WITH KOSTAMO RD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0616 ***********************************************************************
 RL0616  DESIGNATION -  C 152
 RL0616  PID         -  RL0616
 RL0616  STATE/COUNTY-  MI/HOUGHTON
 RL0616  COUNTRY     -  US
 RL0616  USGS QUAD   -  NISULA (2017)
 RL0616
 RL0616                         *CURRENT SURVEY CONTROL
 RL0616  ______________________________________________________________________
 RL0616* NAD 83(1986) POSITION- 46 48 32.     (N) 088 49 37.     (W)   SCALED
 RL0616* NAVD 88 ORTHO HEIGHT -   333.740 (meters)     1094.95  (feet) ADJUSTED
 RL0616  ______________________________________________________________________
 RL0616  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 RL0616  DYNAMIC HEIGHT  -        333.760 (meters)     1095.01  (feet) COMP
 RL0616  MODELED GRAVITY -    980,663.3   (mgal)                       NAVD 88
 RL0616
 RL0616  VERT ORDER      -  SECOND    CLASS 0
 RL0616
 RL0616.The horizontal coordinates were scaled from a map and have
 RL0616.an estimated accuracy of +/- 6 seconds.
 RL0616
 RL0616.The orthometric height was determined by differential leveling and
 RL0616.adjusted by the NATIONAL GEODETIC SURVEY
 RL0616.in June 1991.
 RL0616
 RL0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0616.GEOID18 height accuracy estimate available here.
 RL0616
 RL0616.Click photographs - Photos may exist for this station.
 RL0616
 RL0616.The dynamic height is computed by dividing the NAVD 88
 RL0616.geopotential number by the normal gravity value computed on the
 RL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0616.degrees latitude (g = 980.6199 gals.).
 RL0616
 RL0616.The modeled gravity was interpolated from observed gravity values.
 RL0616
 RL0616;                    North         East    Units  Estimated Accuracy
 RL0616;SPC MI N     -   226,740.    7,860,580.      MT  (+/- 180 meters Scaled)
 RL0616
 RL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS606855(NAD 83)
 RL0616
 RL0616                          SUPERSEDED SURVEY CONTROL
 RL0616
 RL0616  NGVD 29 (??/??/92)  333.722  (m)         1094.89   (f) ADJ UNCH    2 0
 RL0616
 RL0616.Superseded values are not recommended for survey control.
 RL0616
 RL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0616.See file dsdata.pdf to determine how the superseded data were derived.
 RL0616
 RL0616_MARKER: DB = BENCH MARK DISK
 RL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0616_STAMPING: C 152 1948
 RL0616_MARK LOGO: CGS
 RL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0616+STABILITY: SURFACE MOTION
 RL0616
 RL0616  HISTORY     - Date     Condition        Report By
 RL0616  HISTORY     - 1948     MONUMENTED       CGS
 RL0616
 RL0616                          STATION DESCRIPTION
 RL0616
 RL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0616'4.7 MI NW FROM NISULA.
 RL0616'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0616'CEMETERY, THENCE ABOUT 4.3 MILES NORTHWEST ALONG THE WINONA
 RL0616'ROAD, ABOUT 0.3 MILE WEST OF A DIM ROAD SOUTH, ABOUT 0.15 MILE
 RL0616'WEST OF A DIM ROAD SOUTHEAST, AT THE JUNCTION OF A DIM ROAD
 RL0616'NORTH, 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 29 FEET
 RL0616'NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF THE
 RL0616'CENTER LINE OF THE DIM ROAD NORTH, 2 1/2 FEET NORTHEAST OF A
 RL0616'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE
 RL0616'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0498 ***********************************************************************
 RL0498  DESIGNATION -  C 153
 RL0498  PID         -  RL0498
 RL0498  STATE/COUNTY-  MI/HOUGHTON
 RL0498  COUNTRY     -  US
 RL0498  USGS QUAD   -  DONKEN (2017)
 RL0498
 RL0498                         *CURRENT SURVEY CONTROL
 RL0498  ______________________________________________________________________
 RL0498* NAD 83(1986) POSITION- 46 55 24.34   (N) 088 48 42.08   (W)   HD_HELD1
 RL0498* NAVD 88 ORTHO HEIGHT -   385.132 (meters)     1263.55  (feet) ADJUSTED
 RL0498  ______________________________________________________________________
 RL0498  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 RL0498  DYNAMIC HEIGHT  -        385.171 (meters)     1263.68  (feet) COMP
 RL0498  MODELED GRAVITY -    980,702.5   (mgal)                       NAVD 88
 RL0498
 RL0498  VERT ORDER      -  FIRST     CLASS II
 RL0498
 RL0498.The horizontal coordinates were determined by differentially corrected
 RL0498.hand held GPS observations or other comparable positioning techniques
 RL0498.and have an estimated accuracy of +/- 3 meters.
 RL0498
 RL0498.The orthometric height was determined by differential leveling and
 RL0498.adjusted by the NATIONAL GEODETIC SURVEY
 RL0498.in June 1991.
 RL0498
 RL0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0498.GEOID18 height accuracy estimate available here.
 RL0498
 RL0498.Click photographs - Photos may exist for this station.
 RL0498
 RL0498.The dynamic height is computed by dividing the NAVD 88
 RL0498.geopotential number by the normal gravity value computed on the
 RL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0498.degrees latitude (g = 980.6199 gals.).
 RL0498
 RL0498.The modeled gravity was interpolated from observed gravity values.
 RL0498
 RL0498;                    North         East    Units  Estimated Accuracy
 RL0498;SPC MI N     -   239,442.2   7,862,030.3     MT  (+/- 3 meters HH1 GPS) 
 RL0498
 RL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6207098248(NAD 83)
 RL0498
 RL0498                          SUPERSEDED SURVEY CONTROL
 RL0498
 RL0498  NGVD 29 (??/??/92)  385.121  (m)         1263.52   (f) ADJ UNCH    1 2
 RL0498
 RL0498.Superseded values are not recommended for survey control.
 RL0498
 RL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0498.See file dsdata.pdf to determine how the superseded data were derived.
 RL0498
 RL0498_MARKER: DB = BENCH MARK DISK
 RL0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0498_SP_SET: CULVERT HEADWALL
 RL0498_STAMPING: C 153 1948
 RL0498_MARK LOGO: CGS
 RL0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0498+STABILITY: SURFACE MOTION
 RL0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0498+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0498
 RL0498  HISTORY     - Date     Condition        Report By
 RL0498  HISTORY     - 1948     MONUMENTED       CGS
 RL0498  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0498  HISTORY     - 19960710 GOOD             MIDT
 RL0498  HISTORY     - 20070819 GOOD             GEOCAC
 RL0498  HISTORY     - 20140812 GOOD             MIDT
 RL0498
 RL0498                          STATION DESCRIPTION
 RL0498
 RL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0498'3.8 MI NE FROM LAKE ROLAND.
 RL0498'3.75 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0498'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ABOUT 1.65
 RL0498'MILES SOUTHWEST OF THE CHURCH AND ROAD JUNCTION AT DONKEN, ABOUT
 RL0498'0.75 MILE SOUTHWEST OF THE NORTH BOUNDARY OF THE BARAGA STATE
 RL0498'FOREST, ABOUT 0.5 MILE NORTHEAST OF A ROAD WEST, SET IN THE TOP
 RL0498'OF THE WEST END OF THE SOUTH ABUTMENT OF AN 8-FOOT CONCRETE
 RL0498'BRIDGE, 26 FEET WEST OF AND ABOUT 3 1/2 FEET BELOW THE CENTER
 RL0498'LINE OF THE HIGHWAY.
 RL0498
 RL0498                          STATION RECOVERY (1977)
 RL0498
 RL0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0498'MARK NOT FOUND.
 RL0498
 RL0498                          STATION RECOVERY (1996)
 RL0498
 RL0498'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0498'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST ALONG STATE HIGHWAY
 RL0498'M-26 FROM THE JUNCTION OF LAKE EMILY ROAD/POYHONEN ROAD (AKA - THE
 RL0498'CROSSROADS - IN THE 1948 DESCRIPTION) AT TWIN LAKES, ABOUT 5.12 KM
 RL0498'(3.20 MI) NORTHEAST ALONG M-26 FROM THE ENTRANCE TO THE TWIN LAKES
 RL0498'STATE PARK CAMGROUNDS.  TO REACH FROM THE JUNCTION OF M-26 AND LAKE
 RL0498'EMILY ROAD/POYHONEN RD GO NORTHEAST ALONG M-26 5.96 KM (3.70 MI) TO A
 RL0498'GUARD RAIL SECTION AND THE STATION ON THE LEFT ABOUT 1.9 M (6.2 FT)
 RL0498'BELOW THE HIGHWAY.  STATION IS SET IN THE TOP OF THE NORTHWEST CORNER
 RL0498'OF THE SOUTHWEST WINGWALL (ADJACENT TO THE CREEK) OF AN 2.4384 M
 RL0498'(8.0000 FT) CONCRETE SLAB CULVERT, 2.3 M (7.5 FT) WEST OF THE BACK OF
 RL0498'THE HIGHWAY GUARD RAIL, 1.5 M (4.9 FT) WEST OF A CARSONITE WITNESS
 RL0498'POST AND ABOUT 1.9 M (6.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
 RL0498
 RL0498                          STATION RECOVERY (2007)
 RL0498
 RL0498'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0498'RECOVERED IN GOOD CONDITION.
 RL0498
 RL0498                          STATION RECOVERY (2014)
 RL0498
 RL0498'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0627 ***********************************************************************
 RL0627  DESIGNATION -  C 154
 RL0627  PID         -  RL0627
 RL0627  STATE/COUNTY-  MI/HOUGHTON
 RL0627  COUNTRY     -  US
 RL0627  USGS QUAD   -  VISTA FALLS (2017)
 RL0627
 RL0627                         *CURRENT SURVEY CONTROL
 RL0627  ______________________________________________________________________
 RL0627* NAD 83(1986) POSITION- 46 40 12.3    (N) 088 47 46.8    (W)   HD_HELD2
 RL0627* NAVD 88 ORTHO HEIGHT -   353.378 (meters)     1159.37  (feet) ADJUSTED
 RL0627  ______________________________________________________________________
 RL0627  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 RL0627  DYNAMIC HEIGHT  -        353.395 (meters)     1159.43  (feet) COMP
 RL0627  MODELED GRAVITY -    980,652.7   (mgal)                       NAVD 88
 RL0627
 RL0627  VERT ORDER      -  SECOND    CLASS 0
 RL0627
 RL0627.The horizontal coordinates were established by autonomous hand held GPS
 RL0627.observations and have an estimated accuracy of +/- 10 meters.
 RL0627
 RL0627.The orthometric height was determined by differential leveling and
 RL0627.adjusted by the NATIONAL GEODETIC SURVEY
 RL0627.in June 1991.
 RL0627
 RL0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0627.GEOID18 height accuracy estimate available here.
 RL0627
 RL0627.Click photographs - Photos may exist for this station.
 RL0627
 RL0627.The dynamic height is computed by dividing the NAVD 88
 RL0627.geopotential number by the normal gravity value computed on the
 RL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0627.degrees latitude (g = 980.6199 gals.).
 RL0627
 RL0627.The modeled gravity was interpolated from observed gravity values.
 RL0627
 RL0627;                    North         East    Units  Estimated Accuracy
 RL0627;SPC MI N     -   211,261.    7,862,561.      MT  (+/- 10 meters HH2 GPS)
 RL0627
 RL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6259570069(NAD 83)
 RL0627
 RL0627                          SUPERSEDED SURVEY CONTROL
 RL0627
 RL0627  NGVD 29 (??/??/92)  353.367  (m)         1159.34   (f) ADJ UNCH    2 0
 RL0627
 RL0627.Superseded values are not recommended for survey control.
 RL0627
 RL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0627.See file dsdata.pdf to determine how the superseded data were derived.
 RL0627
 RL0627_MARKER: DB = BENCH MARK DISK
 RL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0627_STAMPING: C 154 1948
 RL0627_MARK LOGO: CGS
 RL0627_PROJECTION: FLUSH
 RL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0627+STABILITY: SURFACE MOTION
 RL0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0627+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 RL0627
 RL0627  HISTORY     - Date     Condition        Report By
 RL0627  HISTORY     - 1948     MONUMENTED       CGS
 RL0627  HISTORY     - 20040522 GOOD             GEOCAC
 RL0627
 RL0627                          STATION DESCRIPTION
 RL0627
 RL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0627'8.1 MI S FROM ALSTON.
 RL0627'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0627'THENCE ABOUT 5.95 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 RL0627'ABOUT 1.1 MILES WEST AND ABOUT 1.0 MILE SOUTH ALONG GRAVEL
 RL0627'ROADS, ABOUT 2.0 MILES NORTH OF A BRIDGE OVER CYPRESS CREEK,
 RL0627'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF A
 RL0627'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 11 FEET WEST OF A LONE
 RL0627'TRIANGULAR BLAZED 35-INCH ELM TREE, 1 1/2 FEET NORTH OF A WHITE
 RL0627'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 RL0627'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RL0627
 RL0627                          STATION RECOVERY (2004)
 RL0627
 RL0627'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0627'MARK IN LOCATED ALONG SOUTH LAIRD ROAD.   1 FT EAST OF MWP+SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0331 ***********************************************************************
 RK0331  DESIGNATION -  C 155
 RK0331  PID         -  RK0331
 RK0331  STATE/COUNTY-  MI/MARQUETTE
 RK0331  COUNTRY     -  US
 RK0331  USGS QUAD   -  DIORITE (2017)
 RK0331
 RK0331                         *CURRENT SURVEY CONTROL
 RK0331  ______________________________________________________________________
 RK0331* NAD 83(1986) POSITION- 46 35 11.7    (N) 087 45 08.9    (W)   HD_HELD2
 RK0331* NAVD 88 ORTHO HEIGHT -   421.703 (meters)     1383.54  (feet) ADJUSTED
 RK0331  ______________________________________________________________________
 RK0331  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 RK0331  DYNAMIC HEIGHT  -        421.725 (meters)     1383.61  (feet) COMP
 RK0331  MODELED GRAVITY -    980,654.0   (mgal)                       NAVD 88
 RK0331
 RK0331  VERT ORDER      -  SECOND    CLASS 0
 RK0331
 RK0331.The horizontal coordinates were established by autonomous hand held GPS
 RK0331.observations and have an estimated accuracy of +/- 10 meters.
 RK0331
 RK0331.The orthometric height was determined by differential leveling and
 RK0331.adjusted by the NATIONAL GEODETIC SURVEY
 RK0331.in June 1991.
 RK0331
 RK0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0331.GEOID18 height accuracy estimate available here.
 RK0331
 RK0331.Click photographs - Photos may exist for this station.
 RK0331
 RK0331.The dynamic height is computed by dividing the NAVD 88
 RK0331.geopotential number by the normal gravity value computed on the
 RK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0331.degrees latitude (g = 980.6199 gals.).
 RK0331
 RK0331.The modeled gravity was interpolated from observed gravity values.
 RK0331
 RK0331;                    North         East    Units  Estimated Accuracy
 RK0331;SPC MI N     -   200,696.    7,942,336.      MT  (+/- 10 meters HH2 GPS)
 RK0331
 RK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4235359499(NAD 83)
 RK0331
 RK0331                          SUPERSEDED SURVEY CONTROL
 RK0331
 RK0331  NGVD 29 (??/??/92)  421.650  (m)         1383.36   (f) ADJ UNCH    2 0
 RK0331
 RK0331.Superseded values are not recommended for survey control.
 RK0331
 RK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0331.See file dsdata.pdf to determine how the superseded data were derived.
 RK0331
 RK0331_MARKER: DB = BENCH MARK DISK
 RK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0331_STAMPING: C 155 1948
 RK0331_MARK LOGO: CGS
 RK0331_PROJECTION: FLUSH
 RK0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0331+STABILITY: SURFACE MOTION
 RK0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0331+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2009
 RK0331
 RK0331  HISTORY     - Date     Condition        Report By
 RK0331  HISTORY     - 1948     MONUMENTED       CGS
 RK0331  HISTORY     - 1985     GOOD             NGS
 RK0331  HISTORY     - 20080607 GOOD             GEOCAC
 RK0331  HISTORY     - 20090607 GOOD             MIDT
 RK0331
 RK0331                          STATION DESCRIPTION
 RK0331
 RK0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0331'10.6 MI NW FROM ISHPEMING.
 RK0331'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0331'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0331'1.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.8 MILE NORTHWEST OF
 RK0331'A SMALL WOODEN BRIDGE, ON THE OUTSIDE OF A LONG SOUTH TO
 RK0331'SOUTHWEST CURVE, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 RK0331'ROAD, 32 FEET NORTHWEST OF A 20-INCH PINE TREE, 6 FEET WEST
 RK0331'OF THE EXTENDED CENTER LINE OF THE SOUTH TANGENT, 2 FEET WEST
 RK0331'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 RK0331'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 RK0331'INCHES.
 RK0331
 RK0331                          STATION RECOVERY (1985)
 RK0331
 RK0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0331'RECOVERED IN GOOD CONDITION.
 RK0331
 RK0331                          STATION RECOVERY (2008)
 RK0331
 RK0331'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0331'RECOVERED IN GOOD CONDITION.
 RK0331
 RK0331                          STATION RECOVERY (2009)
 RK0331
 RK0331'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0331'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0293 ***********************************************************************
 RK0293  DESIGNATION -  C 156
 RK0293  PID         -  RK0293
 RK0293  STATE/COUNTY-  MI/MARQUETTE
 RK0293  COUNTRY     -  US
 RK0293  USGS QUAD   -  NEGAUNEE (2017)
 RK0293
 RK0293                         *CURRENT SURVEY CONTROL
 RK0293  ______________________________________________________________________
 RK0293* NAD 83(1986) POSITION- 46 31 54.     (N) 087 33 18.     (W)   SCALED
 RK0293* NAVD 88 ORTHO HEIGHT -   430.630 (meters)     1412.83  (feet) ADJUSTED
 RK0293  ______________________________________________________________________
 RK0293  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 RK0293  DYNAMIC HEIGHT  -        430.659 (meters)     1412.92  (feet) COMP
 RK0293  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 RK0293
 RK0293  VERT ORDER      -  SECOND    CLASS 0
 RK0293
 RK0293.The horizontal coordinates were scaled from a map and have
 RK0293.an estimated accuracy of +/- 6 seconds.
 RK0293
 RK0293.The orthometric height was determined by differential leveling and
 RK0293.adjusted by the NATIONAL GEODETIC SURVEY
 RK0293.in June 1991.
 RK0293
 RK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0293.GEOID18 height accuracy estimate available here.
 RK0293
 RK0293.Click photographs - Photos may exist for this station.
 RK0293
 RK0293.The dynamic height is computed by dividing the NAVD 88
 RK0293.geopotential number by the normal gravity value computed on the
 RK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0293.degrees latitude (g = 980.6199 gals.).
 RK0293
 RK0293.The modeled gravity was interpolated from observed gravity values.
 RK0293
 RK0293;                    North         East    Units  Estimated Accuracy
 RK0293;SPC MI N     -   194,470.    7,957,430.      MT  (+/- 180 meters Scaled)
 RK0293
 RK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS574532(NAD 83)
 RK0293
 RK0293                          SUPERSEDED SURVEY CONTROL
 RK0293
 RK0293  NGVD 29 (??/??/92)  430.575  (m)         1412.64   (f) ADJ UNCH    2 0
 RK0293
 RK0293.Superseded values are not recommended for survey control.
 RK0293
 RK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0293.See file dsdata.pdf to determine how the superseded data were derived.
 RK0293
 RK0293_MARKER: DB = BENCH MARK DISK
 RK0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0293_SP_SET: BUILDING
 RK0293_STAMPING: C 156 1948
 RK0293_MARK LOGO: CGS
 RK0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0293
 RK0293  HISTORY     - Date     Condition        Report By
 RK0293  HISTORY     - 1948     MONUMENTED       CGS
 RK0293  HISTORY     - 1969     GOOD             CGS
 RK0293  HISTORY     - 1985     GOOD             NGS
 RK0293
 RK0293                          STATION DESCRIPTION
 RK0293
 RK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RK0293'4 MI NE FROM NEQUANEE.
 RK0293'GO 7.7 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0293'IN MARQUETTE, THENCE 0.15 MILES NORTHWEST TOWARDS THE MARQUETTE
 RK0293'COUNTY AIRPORT, THENCE 0.1 MILE WEST TO A SMALL STONE BLOCK
 RK0293'BUILDING, ABOUT 280 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 RK0293'STONE WALLED HANGAR, 27 FEET NORTH OF THE SOUTHEAST CORNER OF
 RK0293'A T HANGAR, INSIDE THE FENCED IN FUEL PUMPING STATION, SET
 RK0293'VERTICALLY IN THE WEST FACE OF THE BUILDING, 0.8 FEET NORTH
 RK0293'OF THE SOUTHWEST CORNER OF THE STONE BLOCK BUILDING, AND ABOUT
 RK0293'1 1/2 FEET ABOVE THE GROUND.
 RK0293
 RK0293                          STATION RECOVERY (1985)
 RK0293
 RK0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0353 ***********************************************************************
 RK0353  DESIGNATION -  C 157
 RK0353  PID         -  RK0353
 RK0353  STATE/COUNTY-  MI/MARQUETTE
 RK0353  COUNTRY     -  US
 RK0353  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0353
 RK0353                         *CURRENT SURVEY CONTROL
 RK0353  ______________________________________________________________________
 RK0353* NAD 83(1986) POSITION- 46 43 12.     (N) 087 38 14.     (W)   SCALED
 RK0353* NAVD 88 ORTHO HEIGHT -   254.412 (meters)      834.68  (feet) ADJUSTED
 RK0353  ______________________________________________________________________
 RK0353  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 RK0353  DYNAMIC HEIGHT  -        254.432 (meters)      834.75  (feet) COMP
 RK0353  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 RK0353
 RK0353  VERT ORDER      -  SECOND    CLASS 0
 RK0353
 RK0353.The horizontal coordinates were scaled from a map and have
 RK0353.an estimated accuracy of +/- 6 seconds.
 RK0353
 RK0353.The orthometric height was determined by differential leveling and
 RK0353.adjusted by the NATIONAL GEODETIC SURVEY
 RK0353.in June 1991.
 RK0353
 RK0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0353.GEOID18 height accuracy estimate available here.
 RK0353
 RK0353.Click photographs - Photos may exist for this station.
 RK0353
 RK0353.The dynamic height is computed by dividing the NAVD 88
 RK0353.geopotential number by the normal gravity value computed on the
 RK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0353.degrees latitude (g = 980.6199 gals.).
 RK0353
 RK0353.The modeled gravity was interpolated from observed gravity values.
 RK0353
 RK0353;                    North         East    Units  Estimated Accuracy
 RK0353;SPC MI N     -   215,450.    7,951,290.      MT  (+/- 180 meters Scaled)
 RK0353
 RK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS513742(NAD 83)
 RK0353
 RK0353                          SUPERSEDED SURVEY CONTROL
 RK0353
 RK0353  NGVD 29 (??/??/92)  254.368  (m)          834.54   (f) ADJ UNCH    2 0
 RK0353
 RK0353.Superseded values are not recommended for survey control.
 RK0353
 RK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0353.See file dsdata.pdf to determine how the superseded data were derived.
 RK0353
 RK0353_MARKER: DB = BENCH MARK DISK
 RK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0353_STAMPING: C 157 1948
 RK0353_MARK LOGO: CGS
 RK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0353+STABILITY: SURFACE MOTION
 RK0353
 RK0353  HISTORY     - Date     Condition        Report By
 RK0353  HISTORY     - 1948     MONUMENTED       CGS
 RK0353
 RK0353                          STATION DESCRIPTION
 RK0353
 RK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0353'3.8 MI NW FROM BIRCH.
 RK0353'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0353'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 0.9 MILE
 RK0353'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, SET NEAR THE BREAK
 RK0353'IN GRADE DECENDING SHARPLY NORTHEAST, AT THE NORTHEAST END OF
 RK0353'A 5-FOOT THRU CUT, 35 FEET SOUTHWEST OF THE SOUTHWEST END OF
 RK0353'A 7-FOOT BENCH CUT, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RK0353'ROAD, 205 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 RK0353'DIM TRAIL WEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RK0353'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RK0353'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0007 ***********************************************************************
 NG0007  DESIGNATION -  C 158
 NG0007  PID         -  NG0007
 NG0007  STATE/COUNTY-  MI/ALLEGAN
 NG0007  COUNTRY     -  US
 NG0007  USGS QUAD   -  HAMILTON WEST (2017)
 NG0007
 NG0007                         *CURRENT SURVEY CONTROL
 NG0007  ______________________________________________________________________
 NG0007* NAD 83(1986) POSITION- 42 42 07.     (N) 086 05 03.     (W)   SCALED
 NG0007* NAVD 88 ORTHO HEIGHT -   208.529 (meters)      684.15  (feet) ADJUSTED
 NG0007  ______________________________________________________________________
 NG0007  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 NG0007  DYNAMIC HEIGHT  -        208.476 (meters)      683.98  (feet) COMP
 NG0007  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 NG0007
 NG0007  VERT ORDER      -  FIRST     CLASS II
 NG0007
 NG0007.The horizontal coordinates were scaled from a map and have
 NG0007.an estimated accuracy of +/- 6 seconds.
 NG0007
 NG0007.The orthometric height was determined by differential leveling and
 NG0007.adjusted by the NATIONAL GEODETIC SURVEY
 NG0007.in June 1991.
 NG0007
 NG0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0007.GEOID18 height accuracy estimate available here.
 NG0007
 NG0007.Click photographs - Photos may exist for this station.
 NG0007
 NG0007.The dynamic height is computed by dividing the NAVD 88
 NG0007.geopotential number by the normal gravity value computed on the
 NG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0007.degrees latitude (g = 980.6199 gals.).
 NG0007
 NG0007.The modeled gravity was interpolated from observed gravity values.
 NG0007
 NG0007;                    North         East    Units  Estimated Accuracy
 NG0007;SPC MI S     -   134,940.    3,859,300.      MT  (+/- 180 meters Scaled)
 NG0007
 NG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN750281(NAD 83)
 NG0007
 NG0007                          SUPERSEDED SURVEY CONTROL
 NG0007
 NG0007  NGVD 29 (??/??/92)  208.668  (m)          684.60   (f) ADJ UNCH    1 2
 NG0007
 NG0007.Superseded values are not recommended for survey control.
 NG0007
 NG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0007.See file dsdata.pdf to determine how the superseded data were derived.
 NG0007
 NG0007_MARKER: DB = BENCH MARK DISK
 NG0007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0007_STAMPING: C 158 1948
 NG0007_MARK LOGO: CGS
 NG0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0007
 NG0007  HISTORY     - Date     Condition        Report By
 NG0007  HISTORY     - 1948     MONUMENTED       CGS
 NG0007  HISTORY     - 1948     GOOD             USPSQD
 NG0007  HISTORY     - 1984     GOOD             NGS
 NG0007  HISTORY     - 1987     GOOD             USPSQD
 NG0007  HISTORY     - 1987     GOOD             USPSQD
 NG0007  HISTORY     - 20230228 MARK NOT FOUND   HEI
 NG0007
 NG0007                          STATION DESCRIPTION
 NG0007
 NG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0007'1.4 MI N FROM EAST SAUGATUCK.
 NG0007'ABOUT 1.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NG0007'THE BLACK TOP ROAD CROSSING AT EAST SAUGATUCK, SET IN THE TOP OF
 NG0007'THE EAST END OF THE SOUTH ABUTMENT OF A 30-FOOT RAILWAY BRIDGE
 NG0007'OVER A SMALL STREAM, 3 FEET EAST OF THE EAST RAIL AND ABOUT 6
 NG0007'FEET BELOW THE TRACK.
 NG0007
 NG0007                          STATION RECOVERY (1948)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1948 (RBP)
 NG0007'RECOVERED IN GOOD CONDITION.
 NG0007
 NG0007                          STATION RECOVERY (1984)
 NG0007
 NG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0007'(0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0007'IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE STREET,
 NG0007'THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE 0.72 KM
 NG0007'(0.45 MI) EAST ALONG 140TH AVENUE, THENCE 0.1 KM (0.7 MI) SOUTH ALONG
 NG0007'THE CHESAPEAKE AND OHIO RAILROAD TRACK, AT THE SOUTH END OF A 30 FEET
 NG0007'RAILROAD BRIDGE, SET IN TOP OF THE EAST END OF THE SOUTH ABUTMENT,
 NG0007'ABOUT 6 FEET BELOW THE TRACKS, AND 0.9 METER (3.0 FT) EAST OF THE EAST
 NG0007'RAIL.
 NG0007
 NG0007                          STATION RECOVERY (1987)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 NG0007'RECOVERED IN GOOD CONDITION.
 NG0007
 NG0007                          STATION RECOVERY (1987)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (VMR)
 NG0007'RECOVERED IN GOOD CONDITION.
 NG0007
 NG0007                          STATION RECOVERY (2023)
 NG0007
 NG0007'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2023 (KB)
 NG0007'THE MARK WAS NOT RECOVERED IN A SEARCH FOR IT.  THE RAILWAY BRIDGE HAD
 NG0007'BEEN REMOVED AND REPLACED WITH STEEL CULVERTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0910 ***********************************************************************
 NF0910  DESIGNATION -  C 159
 NF0910  PID         -  NF0910
 NF0910  STATE/COUNTY-  MI/ALLEGAN
 NF0910  COUNTRY     -  US
 NF0910  USGS QUAD   -  WAYLAND (2017)
 NF0910
 NF0910                         *CURRENT SURVEY CONTROL
 NF0910  ______________________________________________________________________
 NF0910* NAD 83(1986) POSITION- 42 43 28.     (N) 085 40 42.     (W)   SCALED
 NF0910* NAVD 88 ORTHO HEIGHT -   233.914 (meters)      767.43  (feet) ADJUSTED
 NF0910  ______________________________________________________________________
 NF0910  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 NF0910  DYNAMIC HEIGHT  -        233.849 (meters)      767.22  (feet) COMP
 NF0910  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 NF0910
 NF0910  VERT ORDER      -  SECOND    CLASS 0
 NF0910
 NF0910.The horizontal coordinates were scaled from a map and have
 NF0910.an estimated accuracy of +/- 6 seconds.
 NF0910
 NF0910.The orthometric height was determined by differential leveling and
 NF0910.adjusted by the NATIONAL GEODETIC SURVEY
 NF0910.in June 1991.
 NF0910
 NF0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0910.GEOID18 height accuracy estimate available here.
 NF0910
 NF0910.Click photographs - Photos may exist for this station.
 NF0910
 NF0910.The dynamic height is computed by dividing the NAVD 88
 NF0910.geopotential number by the normal gravity value computed on the
 NF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0910.degrees latitude (g = 980.6199 gals.).
 NF0910
 NF0910.The modeled gravity was interpolated from observed gravity values.
 NF0910
 NF0910;                    North         East    Units  Estimated Accuracy
 NF0910;SPC MI S     -   136,850.    3,892,580.      MT  (+/- 180 meters Scaled)
 NF0910
 NF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN082310(NAD 83)
 NF0910
 NF0910                          SUPERSEDED SURVEY CONTROL
 NF0910
 NF0910  NGVD 29 (??/??/92)  234.044  (m)          767.86   (f) ADJ UNCH    2 0
 NF0910
 NF0910.Superseded values are not recommended for survey control.
 NF0910
 NF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0910.See file dsdata.pdf to determine how the superseded data were derived.
 NF0910
 NF0910_MARKER: DB = BENCH MARK DISK
 NF0910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0910_SP_SET: CULVERT HEADWALL
 NF0910_STAMPING: C 159 1948
 NF0910_MARK LOGO: CGS
 NF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0910+STABILITY: SURFACE MOTION
 NF0910
 NF0910  HISTORY     - Date     Condition        Report By
 NF0910  HISTORY     - 1948     MONUMENTED       CGS
 NF0910  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0910  HISTORY     - 20070318 MARK NOT FOUND   GEOCAC
 NF0910
 NF0910                          STATION DESCRIPTION
 NF0910
 NF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0910'2 MI SW FROM MOLINE.
 NF0910'ABOUT 1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 NF0910'STATION AT MOLINE, THENCE ABOUT 0.85 MILE WEST ALONG COUNTY
 NF0910'ROAD 26, ABOUT 0.2 MILE EAST OF A CROSS ROAD AND SPROAT SCHOOL,
 NF0910'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 NF0910'4-FOOT CONCRETE BOX CULVERT, 12 FEET SOUTH OF AND ABOUT 1/2
 NF0910'FOOT ABOVE THE CENTER LINE OF THE ROAD.  MARK IS 2.45 MILES
 NF0910'EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK CENTRAL RAILROAD
 NF0910'STATION AT DORR, ALLEGAN COUNTY.
 NF0910
 NF0910                          STATION RECOVERY (1979)
 NF0910
 NF0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0910'MARK NOT FOUND.
 NF0910
 NF0910                          STATION RECOVERY (2007)
 NF0910
 NF0910'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0910'BOX CULVERT IS NOW PIPE.  12 FEET S OF ROAD CENTERLINE IS NOW BENEATH
 NF0910'PAVED SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0045 ***********************************************************************
 RL0045  DESIGNATION -  C 160
 RL0045  PID         -  RL0045
 RL0045  STATE/COUNTY-  MI/BARAGA
 RL0045  COUNTRY     -  US
 RL0045  USGS QUAD   -  ALBERTA (2017)
 RL0045
 RL0045                         *CURRENT SURVEY CONTROL
 RL0045  ______________________________________________________________________
 RL0045* NAD 83(1986) POSITION- 46 42 25.     (N) 088 25 47.     (W)   SCALED
 RL0045* NAVD 88 ORTHO HEIGHT -   336.380 (meters)     1103.61  (feet) ADJUSTED
 RL0045  ______________________________________________________________________
 RL0045  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 RL0045  DYNAMIC HEIGHT  -        336.395 (meters)     1103.66  (feet) COMP
 RL0045  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 RL0045
 RL0045  VERT ORDER      -  SECOND    CLASS 0
 RL0045
 RL0045.The horizontal coordinates were scaled from a map and have
 RL0045.an estimated accuracy of +/- 6 seconds.
 RL0045
 RL0045.The orthometric height was determined by differential leveling and
 RL0045.adjusted by the NATIONAL GEODETIC SURVEY
 RL0045.in June 1991.
 RL0045
 RL0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0045.GEOID18 height accuracy estimate available here.
 RL0045
 RL0045.Click photographs - Photos may exist for this station.
 RL0045
 RL0045.The dynamic height is computed by dividing the NAVD 88
 RL0045.geopotential number by the normal gravity value computed on the
 RL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0045.degrees latitude (g = 980.6199 gals.).
 RL0045
 RL0045.The modeled gravity was interpolated from observed gravity values.
 RL0045
 RL0045;                    North         East    Units  Estimated Accuracy
 RL0045;SPC MI N     -   214,790.    7,890,680.      MT  (+/- 180 meters Scaled)
 RL0045
 RL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS907735(NAD 83)
 RL0045
 RL0045                          SUPERSEDED SURVEY CONTROL
 RL0045
 RL0045  NGVD 29 (??/??/92)  336.347  (m)         1103.50   (f) ADJ UNCH    2 0
 RL0045
 RL0045.Superseded values are not recommended for survey control.
 RL0045
 RL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0045.See file dsdata.pdf to determine how the superseded data were derived.
 RL0045
 RL0045_MARKER: DB = BENCH MARK DISK
 RL0045_SETTING: 66 = SET IN ROCK OUTCROP
 RL0045_STAMPING: C 160 1948
 RL0045_MARK LOGO: CGS
 RL0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0045+STABILITY: POSITION/ELEVATION WELL
 RL0045
 RL0045  HISTORY     - Date     Condition        Report By
 RL0045  HISTORY     - 1948     MONUMENTED       CGS
 RL0045  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0045  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0045
 RL0045                          STATION DESCRIPTION
 RL0045
 RL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0045'3.5 MI SE FROM L ANSE.
 RL0045'ABOUT 3.5 MILES SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND
 RL0045'ATLANTIC RAILWAY FROM THE STATION AT L ANSE, ABOUT 0.5 MILE
 RL0045'SOUTH OF MILE POLE 14, AT A CURVE IN THE RAILWAY WITH TANGENTS
 RL0045'SOUTH AND NORTHEAST IN A CUT AND ACROSS THE TRACK FROM LARGE
 RL0045'ROCK OUTCROPS, 12 FEET SOUTHEAST OF A POWER LINE CROSSING THE
 RL0045'TRACK, ACROSS THE TRACK FROM POWER POLE NO. 543, 10 FEET EAST
 RL0045'OF THE EAST RAIL OF THE TRACK AND SET HORIZONTALLY IN THE TOP
 RL0045'OF AN ANGULAR SHAPED ROCK OUTCROP PROJECTING OUT OF BANK AND
 RL0045'ABOUT 2 1/2 FEET ABOVE THE TRACK.
 RL0045
 RL0045                          STATION RECOVERY (1982)
 RL0045
 RL0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0045'MARK NOT FOUND.
 RL0045
 RL0045                          STATION RECOVERY (1992)
 RL0045
 RL0045'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0131 ***********************************************************************
 RL0131  DESIGNATION -  C 161
 RL0131  PID         -  RL0131
 RL0131  STATE/COUNTY-  MI/BARAGA
 RL0131  COUNTRY     -  US
 RL0131  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0131
 RL0131                         *CURRENT SURVEY CONTROL
 RL0131  ______________________________________________________________________
 RL0131* NAD 83(1986) POSITION- 46 46 13.     (N) 088 12 31.     (W)   SCALED
 RL0131* NAVD 88 ORTHO HEIGHT -   395.491 (meters)     1297.54  (feet) ADJUSTED
 RL0131  ______________________________________________________________________
 RL0131  GEOID HEIGHT    -        -34.372 (meters)                     GEOID18
 RL0131  DYNAMIC HEIGHT  -        395.508 (meters)     1297.60  (feet) COMP
 RL0131  MODELED GRAVITY -    980,645.6   (mgal)                       NAVD 88
 RL0131
 RL0131  VERT ORDER      -  SECOND    CLASS 0
 RL0131
 RL0131.The horizontal coordinates were scaled from a map and have
 RL0131.an estimated accuracy of +/- 6 seconds.
 RL0131
 RL0131.The orthometric height was determined by differential leveling and
 RL0131.adjusted by the NATIONAL GEODETIC SURVEY
 RL0131.in June 1991.
 RL0131
 RL0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0131.GEOID18 height accuracy estimate available here.
 RL0131
 RL0131.Click photographs - Photos may exist for this station.
 RL0131
 RL0131.The dynamic height is computed by dividing the NAVD 88
 RL0131.geopotential number by the normal gravity value computed on the
 RL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0131.degrees latitude (g = 980.6199 gals.).
 RL0131
 RL0131.The modeled gravity was interpolated from observed gravity values.
 RL0131
 RL0131;                    North         East    Units  Estimated Accuracy
 RL0131;SPC MI N     -   221,550.    7,907,690.      MT  (+/- 180 meters Scaled)
 RL0131
 RL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS077803(NAD 83)
 RL0131
 RL0131                          SUPERSEDED SURVEY CONTROL
 RL0131
 RL0131  NGVD 29 (??/??/92)  395.454  (m)         1297.42   (f) ADJ UNCH    2 0
 RL0131
 RL0131.Superseded values are not recommended for survey control.
 RL0131
 RL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0131.See file dsdata.pdf to determine how the superseded data were derived.
 RL0131
 RL0131_MARKER: DB = BENCH MARK DISK
 RL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0131_STAMPING: C 161 1948
 RL0131_MARK LOGO: CGS
 RL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0131+STABILITY: SURFACE MOTION
 RL0131
 RL0131  HISTORY     - Date     Condition        Report By
 RL0131  HISTORY     - 1948     MONUMENTED       CGS
 RL0131
 RL0131                          STATION DESCRIPTION
 RL0131
 RL0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0131'14 MI E FROM L ANSE.
 RL0131'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0131'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0131'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0131'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0131'2.0 MILES EAST ALONG A LOGGING TRAIL, AT THE JUNCTION OF A
 RL0131'TRAIL LEADING SOUTHEAST, ABOUT 0.3 MILE WEST OF THE JUNCTION
 RL0131'OF A TRAIL NORTHEAST TO LOG BRIDGE OVER SLATE RIVER, 22 FEET
 RL0131'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE
 RL0131'CENTER OF THE JUNCTION, 22.5 FEET SOUTHEAST OF A TRIANGULAR
 RL0131'BLAZED 12-INCH MAPLE TREE, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL0131'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0578 ***********************************************************************
 NF0578  DESIGNATION -  C 162
 NF0578  PID         -  NF0578
 NF0578  STATE/COUNTY-  MI/VAN BUREN
 NF0578  COUNTRY     -  US
 NF0578  USGS QUAD   -  GOBLES EAST (2017)
 NF0578
 NF0578                         *CURRENT SURVEY CONTROL
 NF0578  ______________________________________________________________________
 NF0578* NAD 83(1986) POSITION- 42 21 38.     (N) 085 50 45.     (W)   SCALED
 NF0578* NAVD 88 ORTHO HEIGHT -   240.767 (meters)      789.92  (feet) ADJUSTED
 NF0578  ______________________________________________________________________
 NF0578  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 NF0578  DYNAMIC HEIGHT  -        240.699 (meters)      789.69  (feet) COMP
 NF0578  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 NF0578
 NF0578  VERT ORDER      -  FIRST     CLASS II
 NF0578
 NF0578.The horizontal coordinates were scaled from a map and have
 NF0578.an estimated accuracy of +/- 6 seconds.
 NF0578
 NF0578.The orthometric height was determined by differential leveling and
 NF0578.adjusted by the NATIONAL GEODETIC SURVEY
 NF0578.in June 1991.
 NF0578
 NF0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0578.GEOID18 height accuracy estimate available here.
 NF0578
 NF0578.Click photographs - Photos may exist for this station.
 NF0578
 NF0578.The dynamic height is computed by dividing the NAVD 88
 NF0578.geopotential number by the normal gravity value computed on the
 NF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0578.degrees latitude (g = 980.6199 gals.).
 NF0578
 NF0578.The modeled gravity was interpolated from observed gravity values.
 NF0578
 NF0578;                    North         East    Units  Estimated Accuracy
 NF0578;SPC MI S     -    96,660.    3,878,160.      MT  (+/- 180 meters Scaled)
 NF0578
 NF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM950904(NAD 83)
 NF0578
 NF0578                          SUPERSEDED SURVEY CONTROL
 NF0578
 NF0578  NGVD 29 (01/19/93)  240.901  (m)          790.36   (f) ADJUSTED    1 2
 NF0578  NGVD 29 (??/??/92)  240.901  (m)          790.36   (f) SUPERSEDED  1 2
 NF0578
 NF0578.Superseded values are not recommended for survey control.
 NF0578
 NF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0578.See file dsdata.pdf to determine how the superseded data were derived.
 NF0578
 NF0578_MARKER: DB = BENCH MARK DISK
 NF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0578_STAMPING: C 162 1948
 NF0578_MARK LOGO: CGS
 NF0578_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0578+STABILITY: SURFACE MOTION
 NF0578
 NF0578  HISTORY     - Date     Condition        Report By
 NF0578  HISTORY     - 1948     MONUMENTED       CGS
 NF0578  HISTORY     - 1983     GOOD             USPSQD
 NF0578  HISTORY     - 1984     GOOD             NGS
 NF0578  HISTORY     - 20231226 MARK NOT FOUND   MIDT
 NF0578
 NF0578                          STATION DESCRIPTION
 NF0578
 NF0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0578'1.6 MI W FROM KENDALL.
 NF0578'1.55 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0578'BLACK TOP ROAD CROSSING AT KENDALL, AT A PRIVATE ROAD CROSSING,
 NF0578'44.3 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF MAIN TRACK, 1.5
 NF0578'FEET NORTH OF THE R/W FENCE, 18.5 FEET EAST OF THE EAST GATE
 NF0578'POST OF PRIVATE ROAD, 23.5 FEET EAST OF A 24-INCH HICKORY TREE,
 NF0578'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK
 NF0578'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0578'MARK IS ABOUT 1.0 MILE EAST OF THE BLACK TOP ROAD CROSSING AT PINE
 NF0578'GROVE.
 NF0578
 NF0578                          STATION RECOVERY (1983)
 NF0578
 NF0578'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0578'3 FT. SOUTH OF A METAL WITNESS POST PROJECTS ABOUT 3 INCHES ABOVE
 NF0578'GROUND. MCRR ABANDONED, RAILS AND TIES MISSING REMAINING DESCRIPTION
 NF0578'STILL VALID. TO REACH MARK DRIVE . 55 MILE WEST ON OLD RAILROAD BED
 NF0578'FROM SURVEY MARK B 162.
 NF0578
 NF0578                          STATION RECOVERY (1984)
 NF0578
 NF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0578'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 NF0578'MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY
 NF0578'40 IN GOBLES, 93.8 M (307.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 NF0578'AND 13.7 M (44.9 FT) SOUTH OF THE CENTER OF AN OLD RAILROAD BED.
 NF0578'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0578'THE MARK IS 0.3 M ABOVE THE RAILROAD BED.
 NF0578
 NF0578                          STATION RECOVERY (2023)
 NF0578
 NF0578'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0693 ***********************************************************************
 RL0693  DESIGNATION -  C 163
 RL0693  PID         -  RL0693
 RL0693  STATE/COUNTY-  MI/BARAGA
 RL0693  COUNTRY     -  US
 RL0693  USGS QUAD   -  COVINGTON (2017)
 RL0693
 RL0693                         *CURRENT SURVEY CONTROL
 RL0693  ______________________________________________________________________
 RL0693* NAD 83(1986) POSITION- 46 36 13.0    (N) 088 36 44.5    (W)   HD_HELD2
 RL0693* NAVD 88 ORTHO HEIGHT -   387.414 (meters)     1271.04  (feet) ADJUSTED
 RL0693  ______________________________________________________________________
 RL0693  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 RL0693  DYNAMIC HEIGHT  -        387.426 (meters)     1271.08  (feet) COMP
 RL0693  MODELED GRAVITY -    980,635.0   (mgal)                       NAVD 88
 RL0693
 RL0693  VERT ORDER      -  SECOND    CLASS 0
 RL0693
 RL0693.The horizontal coordinates were established by autonomous hand held GPS
 RL0693.observations and have an estimated accuracy of +/- 10 meters.
 RL0693
 RL0693.The orthometric height was determined by differential leveling and
 RL0693.adjusted by the NATIONAL GEODETIC SURVEY
 RL0693.in June 1991.
 RL0693
 RL0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0693.GEOID18 height accuracy estimate available here.
 RL0693
 RL0693.Click photographs - Photos may exist for this station.
 RL0693
 RL0693.The dynamic height is computed by dividing the NAVD 88
 RL0693.geopotential number by the normal gravity value computed on the
 RL0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0693.degrees latitude (g = 980.6199 gals.).
 RL0693
 RL0693.The modeled gravity was interpolated from observed gravity values.
 RL0693
 RL0693;                    North         East    Units  Estimated Accuracy
 RL0693;SPC MI N     -   203,571.    7,876,485.      MT  (+/- 10 meters HH2 GPS)
 RL0693
 RL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7651662379(NAD 83)
 RL0693
 RL0693                          SUPERSEDED SURVEY CONTROL
 RL0693
 RL0693  NGVD 29 (??/??/92)  387.378  (m)         1270.92   (f) ADJ UNCH    2 0
 RL0693
 RL0693.Superseded values are not recommended for survey control.
 RL0693
 RL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0693.See file dsdata.pdf to determine how the superseded data were derived.
 RL0693
 RL0693_MARKER: DB = BENCH MARK DISK
 RL0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0693_STAMPING: C 163 1948
 RL0693_MARK LOGO: CGS
 RL0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0693+STABILITY: SURFACE MOTION
 RL0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0693+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 RL0693
 RL0693  HISTORY     - Date     Condition        Report By
 RL0693  HISTORY     - 1948     MONUMENTED       CGS
 RL0693  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0693  HISTORY     - 20040516 GOOD             GEOCAC
 RL0693
 RL0693                          STATION DESCRIPTION
 RL0693
 RL0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0693'7.8 MI NW FROM COVINGTON.
 RL0693'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0693'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG A
 RL0693'GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0693'ALONG A SAND ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG A
 RL0693'SAND ROAD, AT A SMALL CLEARING ON NORTHEAST SIDE OF ROAD, 19
 RL0693'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST
 RL0693'OF A FOREST SERVICE SIGN POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL0693'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0693
 RL0693                          STATION RECOVERY (1985)
 RL0693
 RL0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0693'MARK NOT FOUND.
 RL0693
 RL0693                          STATION RECOVERY (2004)
 RL0693
 RL0693'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0693'DUE TO ROAD CHANGES, NEW TO REACH FOLLOWS.
 RL0693'
 RL0693'COVINGTON, 2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0693'U.S. HWY  141 AT COVINGTON, THENCE ABOUT 4.25 MILES NORTH ALONG PLAINS
 RL0693'ROAD,  THENCE ABOUT 0.65 MILE NORTHWEST ALONG A 2-TRACK SAND FOREST
 RL0693'ROAD TO MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0107 ***********************************************************************
 RL0107  DESIGNATION -  C 164
 RL0107  PID         -  RL0107
 RL0107  STATE/COUNTY-  MI/BARAGA
 RL0107  COUNTRY     -  US
 RL0107  USGS QUAD   -  GLOVERS CORNER (2017)
 RL0107
 RL0107                         *CURRENT SURVEY CONTROL
 RL0107  ______________________________________________________________________
 RL0107* NAD 83(1986) POSITION- 46 53 18.96   (N) 088 06 30.57   (W)   HD_HELD1
 RL0107* NAVD 88 ORTHO HEIGHT -   232.996 (meters)      764.42  (feet) ADJUSTED
 RL0107  ______________________________________________________________________
 RL0107  GEOID HEIGHT    -        -35.227 (meters)                     GEOID18
 RL0107  DYNAMIC HEIGHT  -        233.012 (meters)      764.47  (feet) COMP
 RL0107  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 RL0107
 RL0107  VERT ORDER      -  SECOND    CLASS 0
 RL0107
 RL0107.The horizontal coordinates were determined by differentially corrected
 RL0107.hand held GPS observations or other comparable positioning techniques
 RL0107.and have an estimated accuracy of +/- 3 meters.
 RL0107
 RL0107.The orthometric height was determined by differential leveling and
 RL0107.adjusted by the NATIONAL GEODETIC SURVEY
 RL0107.in June 1991.
 RL0107
 RL0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0107.GEOID18 height accuracy estimate available here.
 RL0107
 RL0107.Click photographs - Photos may exist for this station.
 RL0107
 RL0107.The dynamic height is computed by dividing the NAVD 88
 RL0107.geopotential number by the normal gravity value computed on the
 RL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0107.degrees latitude (g = 980.6199 gals.).
 RL0107
 RL0107.The modeled gravity was interpolated from observed gravity values.
 RL0107
 RL0107;                    North         East    Units  Estimated Accuracy
 RL0107;SPC MI N     -   234,584.5   7,915,523.8     MT  (+/- 3 meters HH1 GPS) 
 RL0107
 RL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1555193381(NAD 83)
 RL0107
 RL0107                          SUPERSEDED SURVEY CONTROL
 RL0107
 RL0107  NGVD 29 (??/??/92)  232.960  (m)          764.30   (f) ADJ UNCH    2 0
 RL0107
 RL0107.Superseded values are not recommended for survey control.
 RL0107
 RL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0107.See file dsdata.pdf to determine how the superseded data were derived.
 RL0107
 RL0107_MARKER: DB = BENCH MARK DISK
 RL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0107_STAMPING: C 164 1948
 RL0107_MARK LOGO: CGS
 RL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0107+STABILITY: SURFACE MOTION
 RL0107
 RL0107  HISTORY     - Date     Condition        Report By
 RL0107  HISTORY     - 1948     MONUMENTED       CGS
 RL0107  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0107
 RL0107                          STATION DESCRIPTION
 RL0107
 RL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0107'6.8 MI NE FROM SKANEE.
 RL0107'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0107'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH,
 RL0107'ABOUT 2.0 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT 1.5 MILES
 RL0107'EAST AND ABOUT 0.45 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.45
 RL0107'MILE SOUTH OF THE CROSSROADS AT GLOVERS CORNER, ABOUT 1.6 MILES
 RL0107'NORTH OF THE ROAD JUNCTION AT MC COMBS CORNER, AT THE JUNCTION
 RL0107'OF A DIM TRAIL EAST, ABOUT 0.55 MILE NORTH OF A ROAD EAST TO
 RL0107'FINCH LODGE, 93 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 RL0107'JUNCTION, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 RL0107'NORTH OF A 10-INCH HEMLOCK TREE, 8 FEET SOUTH-SOUTHWEST OF A
 RL0107'TRIANGULAR BLAZED 18-INCH BASSWOOD TREE, 1 FOOT BELOW THE ROAD
 RL0107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0107
 RL0107                          STATION RECOVERY (2005)
 RL0107
 RL0107'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0107'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROUTE. THE MARK APPEARS TO
 RL0107'HAVE BEEN WITHIN THE GRADED AREA.  A DIM TRAIL EAST WAS FOUND WITH GPS
 RL0107'BY USING THE SCALED LAT/LON BUT NO OTHER EVIDENCE WAS FOUND.  LIKELY
 RL0107'DESTOYED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0129 ***********************************************************************
 RK0129  DESIGNATION -  C 165
 RK0129  PID         -  RK0129
 RK0129  STATE/COUNTY-  MI/MARQUETTE
 RK0129  COUNTRY     -  US
 RK0129  USGS QUAD   -  MARQUETTE (2017)
 RK0129
 RK0129                         *CURRENT SURVEY CONTROL
 RK0129  ______________________________________________________________________
 RK0129* NAD 83(1986) POSITION- 46 34 20.0    (N) 087 24 35.7    (W)   HD_HELD2
 RK0129* NAVD 88 ORTHO HEIGHT -   186.468 (meters)      611.77  (feet) ADJUSTED
 RK0129  ______________________________________________________________________
 RK0129  GEOID HEIGHT    -        -34.823 (meters)                     GEOID18
 RK0129  DYNAMIC HEIGHT  -        186.485 (meters)      611.83  (feet) COMP
 RK0129  MODELED GRAVITY -    980,701.6   (mgal)                       NAVD 88
 RK0129
 RK0129  VERT ORDER      -  SECOND    CLASS 0
 RK0129
 RK0129.The horizontal coordinates were established by autonomous hand held GPS
 RK0129.observations and have an estimated accuracy of +/- 10 meters.
 RK0129
 RK0129.The orthometric height was determined by differential leveling and
 RK0129.adjusted by the NATIONAL GEODETIC SURVEY
 RK0129.in June 1991.
 RK0129
 RK0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0129.GEOID18 height accuracy estimate available here.
 RK0129
 RK0129.Click photographs - Photos may exist for this station.
 RK0129
 RK0129.The dynamic height is computed by dividing the NAVD 88
 RK0129.geopotential number by the normal gravity value computed on the
 RK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0129.degrees latitude (g = 980.6199 gals.).
 RK0129
 RK0129.The modeled gravity was interpolated from observed gravity values.
 RK0129
 RK0129;                    North         East    Units  Estimated Accuracy
 RK0129;SPC MI N     -   198,907.    7,968,578.      MT  (+/- 10 meters HH2 GPS)
 RK0129
 RK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6858857710(NAD 83)
 RK0129
 RK0129                          SUPERSEDED SURVEY CONTROL
 RK0129
 RK0129  NGVD 29 (??/??/92)  186.431  (m)          611.65   (f) ADJ UNCH    2 0
 RK0129
 RK0129.Superseded values are not recommended for survey control.
 RK0129
 RK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0129.See file dsdata.pdf to determine how the superseded data were derived.
 RK0129
 RK0129_MARKER: DB = BENCH MARK DISK
 RK0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0129_SP_SET: BRIDGE
 RK0129_STAMPING: C 165 1948
 RK0129_MARK LOGO: CGS
 RK0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0129+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 RK0129
 RK0129  HISTORY     - Date     Condition        Report By
 RK0129  HISTORY     - 1948     MONUMENTED       CGS
 RK0129  HISTORY     - 1979     GOOD             LOCENG
 RK0129  HISTORY     - 1985     GOOD             NGS
 RK0129  HISTORY     - 20010331 GOOD             NGS
 RK0129  HISTORY     - 20060403 GOOD             GEOCAC
 RK0129  HISTORY     - 20090604 GOOD             MIDT
 RK0129
 RK0129                          STATION DESCRIPTION
 RK0129
 RK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0129'1.7 MI NW FROM MARQUETTE.
 RK0129'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0129'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 1.15 MILES
 RK0129'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.45 MILE NORTHWEST OF
 RK0129'A RAILROAD CROSSING, SET IN THE TOP OF THE NORTHEAST CONCRETE
 RK0129'WING WALL AT THE EAST END OF AN 86-FOOT CONCRETE BRIDGE OVER
 RK0129'DEAD RIVER, 20 FEET NORTH OF AND ABOUT 4 FEET BELOW THE CENTER
 RK0129'LINE OF THE ROAD.
 RK0129
 RK0129                          STATION RECOVERY (1979)
 RK0129
 RK0129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0129'RECOVERED IN GOOD CONDITION.
 RK0129
 RK0129                          STATION RECOVERY (1985)
 RK0129
 RK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0129'RECOVERED IN GOOD CONDITION.
 RK0129
 RK0129                          STATION RECOVERY (2001)
 RK0129
 RK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0129
 RK0129                          STATION RECOVERY (2006)
 RK0129
 RK0129'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0129'RECOVERED IN GOOD CONDITION.
 RK0129
 RK0129                          STATION RECOVERY (2009)
 RK0129
 RK0129'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0129'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0384 ***********************************************************************
 NF0384  DESIGNATION -  C 166
 NF0384  PID         -  NF0384
 NF0384  STATE/COUNTY-  MI/IONIA
 NF0384  COUNTRY     -  US
 NF0384  USGS QUAD   -  LAKE ODESSA (2017)
 NF0384
 NF0384                         *CURRENT SURVEY CONTROL
 NF0384  ______________________________________________________________________
 NF0384* NAD 83(1986) POSITION- 42 47 04.     (N) 085 12 44.     (W)   SCALED
 NF0384* NAVD 88 ORTHO HEIGHT -   259.807 (meters)      852.38  (feet) ADJUSTED
 NF0384  ______________________________________________________________________
 NF0384  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 NF0384  DYNAMIC HEIGHT  -        259.731 (meters)      852.13  (feet) COMP
 NF0384  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 NF0384
 NF0384  VERT ORDER      -  SECOND    CLASS 0
 NF0384
 NF0384.The horizontal coordinates were scaled from a map and have
 NF0384.an estimated accuracy of +/- 6 seconds.
 NF0384
 NF0384.The orthometric height was determined by differential leveling and
 NF0384.adjusted by the NATIONAL GEODETIC SURVEY
 NF0384.in June 1991.
 NF0384
 NF0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0384.GEOID18 height accuracy estimate available here.
 NF0384
 NF0384.Click photographs - Photos may exist for this station.
 NF0384
 NF0384.The dynamic height is computed by dividing the NAVD 88
 NF0384.geopotential number by the normal gravity value computed on the
 NF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0384.degrees latitude (g = 980.6199 gals.).
 NF0384
 NF0384.The modeled gravity was interpolated from observed gravity values.
 NF0384
 NF0384;                    North         East    Units  Estimated Accuracy
 NF0384;SPC MI S     -   143,020.    3,930,820.      MT  (+/- 180 meters Scaled)
 NF0384
 NF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN462384(NAD 83)
 NF0384
 NF0384                          SUPERSEDED SURVEY CONTROL
 NF0384
 NF0384  NGVD 29 (??/??/92)  259.928  (m)          852.78   (f) ADJ UNCH    2 0
 NF0384
 NF0384.Superseded values are not recommended for survey control.
 NF0384
 NF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0384.See file dsdata.pdf to determine how the superseded data were derived.
 NF0384
 NF0384_MARKER: DB = BENCH MARK DISK
 NF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0384_STAMPING: C 166 1948
 NF0384_MARK LOGO: CGS
 NF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0384+STABILITY: SURFACE MOTION
 NF0384
 NF0384  HISTORY     - Date     Condition        Report By
 NF0384  HISTORY     - 1948     MONUMENTED       CGS
 NF0384  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0384  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0384  HISTORY     - 20070622 MARK NOT FOUND   GEOCAC
 NF0384
 NF0384                          STATION DESCRIPTION
 NF0384
 NF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0384'4.4 MI SE FROM CLARKSVILLE.
 NF0384'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0384'THE STATION AT CLARKSVILLE, THENCE ABOUT 2.6 MILES SOUTH ALONG
 NF0384'ELM ROAD, AT THE INTERSECTION OF TUPPER LAKE ROAD, 39 FEET
 NF0384'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 32 FEET SOUTH OF THE
 NF0384'CENTER LINE OF TUPPER LAKE ROAD (STATE HIGHWAY 50), 20 FEET
 NF0384'EAST OF THE CENTER LINE OF ELM ROAD, 8 FEET SOUTH OF A FENCE
 NF0384'CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 NF0384'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD SOUTH,
 NF0384'ABOUT LEVEL WITH HIGHWAY 50 AND SET IN THE TOP OF A CONCRETE
 NF0384'POST PROJECTING 3 INCHES.
 NF0384
 NF0384                          STATION RECOVERY (1975)
 NF0384
 NF0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0384'MARK NOT FOUND.
 NF0384
 NF0384                          STATION RECOVERY (1985)
 NF0384
 NF0384'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0384'MARK NOT FOUND.
 NF0384
 NF0384                          STATION RECOVERY (2007)
 NF0384
 NF0384'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0396 ***********************************************************************
 NF0396  DESIGNATION -  C 167 RESET
 NF0396  PID         -  NF0396
 NF0396  STATE/COUNTY-  MI/KENT
 NF0396  COUNTRY     -  US
 NF0396  USGS QUAD   -  ALTO (2017)
 NF0396
 NF0396                         *CURRENT SURVEY CONTROL
 NF0396  ______________________________________________________________________
 NF0396* NAD 83(1986) POSITION- 42 51 21.     (N) 085 27 31.     (W)   SCALED
 NF0396* NAVD 88 ORTHO HEIGHT -   243.23  (+/-2cm)      798.0   (feet) VERTCON3
 NF0396  ______________________________________________________________________
 NF0396  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 NF0396  VERT ORDER      -  THIRD (See Below)
 NF0396
 NF0396.The horizontal coordinates were scaled from a map and have
 NF0396.an estimated accuracy of +/- 6 seconds.
 NF0396
 NF0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0396
 NF0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0396.GEOID18 height accuracy estimate available here.
 NF0396
 NF0396.The vertical order pertains to the NGVD 29 superseded value.
 NF0396
 NF0396.Click photographs - Photos may exist for this station.
 NF0396
 NF0396;                    North         East    Units  Estimated Accuracy
 NF0396;SPC MI S     -   151,180.    3,910,770.      MT  (+/- 180 meters Scaled)
 NF0396
 NF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259459(NAD 83)
 NF0396
 NF0396                          SUPERSEDED SURVEY CONTROL
 NF0396
 NF0396  NGVD 29 (??/??/??)  243.36   (m)          798.4    (f) RESET       3  
 NF0396
 NF0396.Superseded values are not recommended for survey control.
 NF0396
 NF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0396.See file dsdata.pdf to determine how the superseded data were derived.
 NF0396
 NF0396_MARKER: DB = BENCH MARK DISK
 NF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0396_STAMPING: C 167 RESET 1962
 NF0396_MARK LOGO: CGS
 NF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0396+STABILITY: SURFACE MOTION
 NF0396
 NF0396  HISTORY     - Date     Condition        Report By
 NF0396  HISTORY     - 1962     MONUMENTED       MI-081
 NF0396  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 19950917 MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0396
 NF0396                          STATION DESCRIPTION
 NF0396
 NF0396'DESCRIBED BY KENT COUNTY MICHIGAN 1962
 NF0396'1.6 MI SW FROM MC CORDS.
 NF0396'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0396'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 1.05 MILES
 NF0396'SOUTH ALONG WHITNEYVILLE AVENUE, ABOUT 0.55 MILE SOUTH OF A
 NF0396'CHURCH AND CEMETERY AT THE INTERSECTION OF 60TH STREET, ACROSS
 NF0396'THE INTERSECTION FROM WHITNEYVILLE GRANGE HALL, 31 FEET NORTH
 NF0396'OF THE CENTERLINE OF 60TH STREET, 42 FEET WEST OF THE CENTERLINE
 NF0396'OF WHITNEYVILLE AVENUE, 11 FEET BEHIND THE CURB IN THE NORTHWEST
 NF0396'QUADRANT OF THE INTERSECTION, 25 FEET EAST OF THE NORTH END OF
 NF0396'A CULVERT UNDER 60TH STREET, 8 FEET NORTH OF A MICHIGAN BELL
 NF0396'TELEPHONE COMPANY POLE AND SET IN THE TOP OF A CONCRETE POST
 NF0396'PROJECTING 6 INCHES.
 NF0396
 NF0396                          STATION RECOVERY (1985)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1989)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1995)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1999)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (2001)
 NF0396
 NF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0369 ***********************************************************************
 NF0369  DESIGNATION -  C 169
 NF0369  PID         -  NF0369
 NF0369  STATE/COUNTY-  MI/BARRY
 NF0369  COUNTRY     -  US
 NF0369  USGS QUAD   -  HASTINGS (2017)
 NF0369
 NF0369                         *CURRENT SURVEY CONTROL
 NF0369  ______________________________________________________________________
 NF0369* NAD 83(1986) POSITION- 42 39 26.     (N) 085 21 12.     (W)   SCALED
 NF0369* NAVD 88 ORTHO HEIGHT -   239.523 (meters)      785.84  (feet) ADJUSTED
 NF0369  ______________________________________________________________________
 NF0369  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 NF0369  DYNAMIC HEIGHT  -        239.451 (meters)      785.60  (feet) COMP
 NF0369  MODELED GRAVITY -    980,313.8   (mgal)                       NAVD 88
 NF0369
 NF0369  VERT ORDER      -  SECOND    CLASS I
 NF0369
 NF0369.The horizontal coordinates were scaled from a map and have
 NF0369.an estimated accuracy of +/- 6 seconds.
 NF0369
 NF0369.The orthometric height was determined by differential leveling and
 NF0369.adjusted by the NATIONAL GEODETIC SURVEY
 NF0369.in August 2013.
 NF0369
 NF0369.No vertical observational check was made to the station.
 NF0369
 NF0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0369.GEOID18 height accuracy estimate available here.
 NF0369
 NF0369.Click photographs - Photos may exist for this station.
 NF0369
 NF0369.The dynamic height is computed by dividing the NAVD 88
 NF0369.geopotential number by the normal gravity value computed on the
 NF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0369.degrees latitude (g = 980.6199 gals.).
 NF0369
 NF0369.The modeled gravity was interpolated from observed gravity values.
 NF0369
 NF0369;                    North         East    Units  Estimated Accuracy
 NF0369;SPC MI S     -   129,020.    3,919,110.      MT  (+/- 180 meters Scaled)
 NF0369
 NF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN349240(NAD 83)
 NF0369
 NF0369                          SUPERSEDED SURVEY CONTROL
 NF0369
 NF0369  NAVD 88 (06/15/91)  239.542  (m)          785.90   (f) SUPERSEDED  2 0
 NF0369  NGVD 29 (??/??/92)  239.664  (m)          786.30   (f) ADJ UNCH    2 0
 NF0369
 NF0369.Superseded values are not recommended for survey control.
 NF0369
 NF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0369.See file dsdata.pdf to determine how the superseded data were derived.
 NF0369
 NF0369_MARKER: DB = BENCH MARK DISK
 NF0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0369_STAMPING: C 169 1948
 NF0369_MARK LOGO: CGS
 NF0369_PROJECTION: PROJECTING 5 CENTIMETERS
 NF0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0369+STABILITY: SURFACE MOTION
 NF0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0369+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 NF0369
 NF0369  HISTORY     - Date     Condition        Report By
 NF0369  HISTORY     - 1948     MONUMENTED       CGS
 NF0369  HISTORY     - 1985     GOOD             USPSQD
 NF0369  HISTORY     - 1987     GOOD             USPSQD
 NF0369  HISTORY     - 19941109 GOOD             MI-015
 NF0369  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0369  HISTORY     - 20050409 GOOD             USPSQD
 NF0369  HISTORY     - 20050513 GOOD             MIDT
 NF0369
 NF0369                          STATION DESCRIPTION
 NF0369
 NF0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0369'3.8 MI NW FROM HASTINGS.
 NF0369'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0369'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY
 NF0369'37, AT A NORTH-SOUTH CROSSROAD, 61 FEET NORTH-NORTHEAST OF THE
 NF0369'CENTER OF THE HIGHWAY AT INTERSECTION, 27 1/2 FEET EAST OF THE
 NF0369'CENTER LINE OF THE ROAD NORTH, 16 FEET NORTHEAST OF THE EAST
 NF0369'END OF A 12-INCH PIPE CULVERT ON ROAD NORTH, 11 1/2 FEET NORTH OF
 NF0369'A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, 1 1/2 FEET NORTH
 NF0369'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY
 NF0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NF0369
 NF0369                          STATION RECOVERY (1985)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0369'RECOVERED IN GOOD CONDITION.
 NF0369
 NF0369                          STATION RECOVERY (1987)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0369'RECOVERED IN GOOD CONDITION.
 NF0369
 NF0369                          STATION RECOVERY (1994)
 NF0369
 NF0369'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0369'9 FEET EAST SOUTHEAST OF END OF A CONCRETE CURB, 26 FEET EAST OF
 NF0369'CENTERLINE OF AIRPORT ROAD (BITUMINOUS) 60 FEET EAST-NORTHEAST OF
 NF0369'CENTERLINE/CENTERLINE, 83.5 FEET SOUTHEAST OF A UTILITY POLE, 82 FEET
 NF0369'SOUTH OF A UTILITY POLE, IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 NF0369'IN A RESIDENTAL YARD.  NO CARSONITE WITNESS INSTALLED. FAIR VISIBILITY
 NF0369'FOR GPS.
 NF0369
 NF0369                          STATION RECOVERY (1997)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0369'MARK NOT FOUND.
 NF0369
 NF0369                          STATION RECOVERY (2005)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0369'MARK IS 32 FEET EAST OF CENTERLINE OF AIRPORT ROAD.
 NF0369
 NF0369                          STATION RECOVERY (2005)
 NF0369
 NF0369'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (CAK)
 NF0369'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0310 ***********************************************************************
 RJ0310  DESIGNATION -  C 17
 RJ0310  PID         -  RJ0310
 RJ0310  STATE/COUNTY-  MI/LUCE
 RJ0310  COUNTRY     -  US
 RJ0310  USGS QUAD   -  BETSY LAKE SOUTH (2017)
 RJ0310
 RJ0310                         *CURRENT SURVEY CONTROL
 RJ0310  ______________________________________________________________________
 RJ0310* NAD 83(1986) POSITION- 46 33 51.     (N) 085 20 41.     (W)   SCALED
 RJ0310* NAVD 88 ORTHO HEIGHT -   246.959 (meters)      810.23  (feet) ADJUSTED
 RJ0310  ______________________________________________________________________
 RJ0310  GEOID HEIGHT    -        -36.068 (meters)                     GEOID18
 RJ0310  DYNAMIC HEIGHT  -        246.972 (meters)      810.27  (feet) COMP
 RJ0310  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0310
 RJ0310  VERT ORDER      -  SECOND    CLASS 0
 RJ0310
 RJ0310.The horizontal coordinates were scaled from a map and have
 RJ0310.an estimated accuracy of +/- 6 seconds.
 RJ0310
 RJ0310.The orthometric height was determined by differential leveling and
 RJ0310.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0310.in June 1991.
 RJ0310
 RJ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0310.GEOID18 height accuracy estimate available here.
 RJ0310
 RJ0310.Click photographs - Photos may exist for this station.
 RJ0310
 RJ0310.The dynamic height is computed by dividing the NAVD 88
 RJ0310.geopotential number by the normal gravity value computed on the
 RJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0310.degrees latitude (g = 980.6199 gals.).
 RJ0310
 RJ0310.The modeled gravity was interpolated from observed gravity values.
 RJ0310
 RJ0310;                    North         East    Units  Estimated Accuracy
 RJ0310;SPC MI N     -   199,260.    8,126,890.      MT  (+/- 180 meters Scaled)
 RJ0310
 RJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS268580(NAD 83)
 RJ0310
 RJ0310                          SUPERSEDED SURVEY CONTROL
 RJ0310
 RJ0310  NGVD 29 (??/??/92)  246.914  (m)          810.08   (f) ADJ UNCH    2 0
 RJ0310
 RJ0310.Superseded values are not recommended for survey control.
 RJ0310
 RJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0310.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0310
 RJ0310_MARKER: DD = SURVEY DISK
 RJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0310_STAMPING: C 17 1950 ARMY MAP SERVICE
 RJ0310_MARK LOGO: USACE
 RJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0310+STABILITY: SURFACE MOTION
 RJ0310
 RJ0310  HISTORY     - Date     Condition        Report By
 RJ0310  HISTORY     - 1950     MONUMENTED       AMS
 RJ0310  HISTORY     - 1964     GOOD             CGS
 RJ0310  HISTORY     - 1974     GOOD             MIDH
 RJ0310  HISTORY     - 19960708 MARK NOT FOUND   NGS
 RJ0310
 RJ0310                          STATION DESCRIPTION
 RJ0310
 RJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0310'18.6 MI NE FROM NEWBERRY.
 RJ0310'ABOUT 18.6 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE
 RJ0310'SOO LINE RAILROAD STATION AT NEWBERRY, IN S 7, T 48 N, R 8 W,
 RJ0310'54 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY
 RJ0310'ROAD 500 LEADING NORTH, 46 FEET NORTH OF THE CENTER LINE OF THE
 RJ0310'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2
 RJ0310'FEET WEST OF A 14-INCH BEECH TREE, ABOUT 6 FEET ABOVE THE LEVEL
 RJ0310'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0310'1 INCH.
 RJ0310
 RJ0310                          STATION RECOVERY (1974)
 RJ0310
 RJ0310'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1974
 RJ0310'RECOVERED IN GOOD CONDITION.
 RJ0310
 RJ0310                          STATION RECOVERY (1996)
 RJ0310
 RJ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ0310'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RJ0310'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0595 ***********************************************************************
 NF0595  DESIGNATION -  C 170
 NF0595  PID         -  NF0595
 NF0595  STATE/COUNTY-  MI/ALLEGAN
 NF0595  COUNTRY     -  US
 NF0595  USGS QUAD   -  OTSEGO (2017)
 NF0595
 NF0595                         *CURRENT SURVEY CONTROL
 NF0595  ______________________________________________________________________
 NF0595* NAD 83(2011) POSITION- 42 27 57.90794(N) 085 38 31.55715(W)   ADJUSTED
 NF0595* NAD 83(2011) ELLIP HT-   187.102 (meters)        (06/27/12)   ADJUSTED
 NF0595* NAD 83(2011) EPOCH   -  2010.00
 NF0595* NAVD 88 ORTHO HEIGHT -   220.302 (meters)      722.77  (feet) ADJUSTED
 NF0595  ______________________________________________________________________
 NF0595  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 NF0595  NAD 83(2011) X  -    358,073.677 (meters)                     COMP
 NF0595  NAD 83(2011) Y  - -4,698,714.752 (meters)                     COMP
 NF0595  NAD 83(2011) Z  -  4,284,062.748 (meters)                     COMP
 NF0595  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 NF0595  DYNAMIC HEIGHT  -        220.237 (meters)      722.56  (feet) COMP
 NF0595  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 NF0595
 NF0595  VERT ORDER      -  FIRST     CLASS II
 NF0595
 NF0595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0595  Standards:
 NF0595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0595  -------------------------------------------------------------------
 NF0595  NETWORK    1.25   1.86           0.55   0.46   0.95      0.10347240
 NF0595  -------------------------------------------------------------------
 NF0595  Click here for local accuracies and other accuracy information.
 NF0595
 NF0595.The horizontal coordinates were established by GPS observations
 NF0595.and adjusted by the National Geodetic Survey in June 2012.
 NF0595
 NF0595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0595.been affixed to the stable North American tectonic plate. See 
 NF0595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0595
 NF0595.The horizontal coordinates are valid at the epoch date displayed above
 NF0595.which is a decimal equivalence of Year/Month/Day.
 NF0595
 NF0595.The orthometric height was determined by differential leveling and
 NF0595.adjusted by the NATIONAL GEODETIC SURVEY
 NF0595.in June 1991.
 NF0595
 NF0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0595.GEOID18 height accuracy estimate available here.
 NF0595
 NF0595.Click photographs - Photos may exist for this station.
 NF0595
 NF0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0595
 NF0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0595
 NF0595.The ellipsoidal height was determined by GPS observations
 NF0595.and is referenced to NAD 83.
 NF0595
 NF0595.The dynamic height is computed by dividing the NAVD 88
 NF0595.geopotential number by the normal gravity value computed on the
 NF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0595.degrees latitude (g = 980.6199 gals.).
 NF0595
 NF0595.The modeled gravity was interpolated from observed gravity values.
 NF0595
 NF0595. The following values were computed from the NAD 83(2011) position.
 NF0595
 NF0595;                    North         East     Units Scale Factor Converg.
 NF0595;SPC MI S     -   108,104.880 3,895,115.060   MT  0.99993345   -0 52 04.7
 NF0595;SPC MI S     -   354,674.80 12,779,248.88   iFT  0.99993345   -0 52 04.7
 NF0595;UTM  16      - 4,702,420.501   611,634.675   MT  0.99975333   +0 55 00.8
 NF0595
 NF0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0595!SPC MI S     -   0.99997066  x   0.99993345  =   0.99990411
 NF0595!UTM  16      -   0.99997066  x   0.99975333  =   0.99972399
 NF0595
 NF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1163402420(NAD 83)
 NF0595
 NF0595                          SUPERSEDED SURVEY CONTROL
 NF0595
 NF0595  NAD 83(2007)-  42 27 57.90811(N)    085 38 31.55784(W) AD(2002.00) 0
 NF0595  ELLIP H (02/10/07)  187.121  (m)                       GP(2002.00)    
 NF0595  ELLIP H (07/17/02)  187.154  (m)                       GP(       ) 4 1
 NF0595  NAD 83(1994)-  42 27 57.90790(N)    085 38 31.55797(W) AD(       ) 1
 NF0595  ELLIP H (02/03/97)  187.160  (m)                       GP(       ) 4 1
 NF0595  NAD 83(1991)-  42 27 57.90845(N)    085 38 31.57023(W) AD(       ) 1
 NF0595  NAVD 88             220.30   (m)          722.8    (f) LEVELING    3  
 NF0595  NGVD 29 (??/??/92)  220.435  (m)          723.21   (f) ADJ UNCH    2 0
 NF0595
 NF0595.Superseded values are not recommended for survey control.
 NF0595
 NF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0595.See file dsdata.pdf to determine how the superseded data were derived.
 NF0595
 NF0595_MARKER: DB = BENCH MARK DISK
 NF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0595_STAMPING: C 170 1948
 NF0595_MARK LOGO: CGS
 NF0595_PROJECTION: PROJECTING 13 CENTIMETERS
 NF0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0595+STABILITY: SURFACE MOTION
 NF0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0595+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2025
 NF0595
 NF0595  HISTORY     - Date     Condition        Report By
 NF0595  HISTORY     - 1948     MONUMENTED       CGS
 NF0595  HISTORY     - 1974     GOOD             NGS
 NF0595  HISTORY     - 1984     GOOD             NGS
 NF0595  HISTORY     - 1989     GOOD             USPSQD
 NF0595  HISTORY     - 19920610 GOOD             MIDT
 NF0595  HISTORY     - 19940127 GOOD             MIDT
 NF0595  HISTORY     - 20050501 GOOD             JCLS
 NF0595  HISTORY     - 20080110 GOOD             TETRA
 NF0595  HISTORY     - 20080505 GOOD             COLEM
 NF0595  HISTORY     - 20090924 GOOD             JCLS
 NF0595  HISTORY     - 20200609 GOOD             MIDT
 NF0595  HISTORY     - 20250805 GOOD             ROWESE
 NF0595
 NF0595                          STATION DESCRIPTION
 NF0595
 NF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0595'1.6 MI N FROM PLAINWELL.
 NF0595'1.65 MILES NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0595'STATE HIGHWAY 89 AT PLAINWELL, ABOUT 0.15 MILE NORTH OF AN
 NF0595'EAST-WEST CROSSROAD, ALONG THE EAST SIDE OF THE OTSEGO-PLAINWELL
 NF0595'MUNICIPAL AIRPORT, 79 FEET SOUTH OF THE SOUTH ENTRANCE DRIVE
 NF0595'TO THE AIRPORT, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NF0595'184 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT RESTAURANT,
 NF0595'14 FEET SOUTH-SOUTHWEST OF A POWER POLE, 28.5 FEET NORTHWEST OF A
 NF0595'20-INCH MAPLE TREE, 1 FOOT WEST OF THE AIRPORT FENCE LINE, 2
 NF0595'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 NF0595'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0595
 NF0595                          STATION RECOVERY (1974)
 NF0595
 NF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1984)
 NF0595
 NF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1989)
 NF0595
 NF0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1992)
 NF0595
 NF0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 NF0595'STATION IS LOCATED IN QUAD 420853 ON THE OTSEGO QUADRANGLE MAP. IT IS
 NF0595'IN THE SOUTHEAST 1/4 OF SECTION 18, T-1-N, R-11-W, GUN PLAIN TOWNSHIP.
 NF0595'ABOUT 2.9 MI (4.7 KM) EAST-NORTHEAST OF OTSEGO, ABOUT 1.6 MI (2.6 KM)
 NF0595'NORTH OF PLAINWELL FROM THE INTERSECTON OF STATE HIGHWAY M-89 AND 10TH
 NF0595'STREET, AND ABOUT 0.5 MI (0.8 KM) EAST OF UNITED STATES HIGHWAY 131.
 NF0595'TO REACH THE STATION FROM STATE HIGHWAY M-89 AND 10TH STREET, IN CITY
 NF0595'OF PLAINWELL, GO NORTH ALONG 10TH STREET FOR 1.6 MI (2.6 KM) TO THE
 NF0595'STATION ON THE LEFT, AT THE OTSEGO - PLAINWELL MUNICIPAL AIRPORT, AS
 NF0595'DESCRIBED. STATION IS SET FLUSH WITH THE GROUND. STATION IS LOCATED 51
 NF0595'FT (15.5 M) WEST FROM CENTER OF 10TH STREET, 36.1 FT (11.0 M) NORTH
 NF0595'FROM UTILITY POLE, 15.2 FT (4.6 M) SOUTH FROM UTILITY POLE AND 2 FT
 NF0595'(0.6 M) SOUTHERLY OF METAL WITNESS POST WITH SIGN.
 NF0595
 NF0595                          STATION RECOVERY (1994)
 NF0595
 NF0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NF0595'STATION IS LOCATED IN QUAD 420853. IT IS IN THE NORTHEAST 1/4 OF
 NF0595'SECTION 19, T-1-N, R-11-W, GUN PLAIN TOWNSHIP.  ABOUT 5.5 MILES SOUTH
 NF0595'FROM MARTIN 5.0 MILES WEST FROM DOSTER AND 3.0 MILES EAST FROM OTSEGO.
 NF0595'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND STATE
 NF0595'HIGHWAY 89 IN THE CITY OF PLAINWELL, GO EAST ALONG STATE HIGHWAY 89
 NF0595'FOR .9 MILE TO MAIN STREET (10TH STREET). GO NORTH ALONG MAIN STREET
 NF0595'(10TH STREET) FOR 1.6 MILES TO STATION ON THE LEFT AS DESCRIBED.
 NF0595'STATION IS 52 FEET WEST FROM CENTER OF MAIN STREET (10TH STREET), 36
 NF0595'FEET NORTH FROM UTILITY POLE, 15 FEET SOUTH FROM ANOTHER UTILITY POLE,
 NF0595'10 FEET NORTH FROM CHAIN LINK FENCE CORNER, AND 2 FEET NORTHEAST FROM
 NF0595'WITNESS POST WITH SIGN.
 NF0595
 NF0595                          STATION RECOVERY (2005)
 NF0595
 NF0595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (2008)
 NF0595
 NF0595'RECOVERY NOTE BY TETRA TECH INCORPORATED 2008 (ANB)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (2008)
 NF0595
 NF0595'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0595'RECOVERED AS DESCRIBED.
 NF0595
 NF0595                          STATION RECOVERY (2009)
 NF0595
 NF0595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (2020)
 NF0595
 NF0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (2025)
 NF0595
 NF0595'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2025 (RC)
 NF0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0640 ***********************************************************************
 NF0640  DESIGNATION -  C 171
 NF0640  PID         -  NF0640
 NF0640  STATE/COUNTY-  MI/ALLEGAN
 NF0640  COUNTRY     -  US
 NF0640  USGS QUAD   -  MERSON (2017)
 NF0640
 NF0640                         *CURRENT SURVEY CONTROL
 NF0640  ______________________________________________________________________
 NF0640* NAD 83(1986) POSITION- 42 29 22.     (N) 085 46 47.     (W)   SCALED
 NF0640* NAVD 88 ORTHO HEIGHT -   218.465 (meters)      716.75  (feet) ADJUSTED
 NF0640  ______________________________________________________________________
 NF0640  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 NF0640  DYNAMIC HEIGHT  -        218.404 (meters)      716.55  (feet) COMP
 NF0640  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 NF0640
 NF0640  VERT ORDER      -  SECOND    CLASS 0
 NF0640
 NF0640.The horizontal coordinates were scaled from a map and have
 NF0640.an estimated accuracy of +/- 6 seconds.
 NF0640
 NF0640.The orthometric height was determined by differential leveling and
 NF0640.adjusted by the NATIONAL GEODETIC SURVEY
 NF0640.in June 1991.
 NF0640
 NF0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0640.GEOID18 height accuracy estimate available here.
 NF0640
 NF0640.Click photographs - Photos may exist for this station.
 NF0640
 NF0640.The dynamic height is computed by dividing the NAVD 88
 NF0640.geopotential number by the normal gravity value computed on the
 NF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0640.degrees latitude (g = 980.6199 gals.).
 NF0640
 NF0640.The modeled gravity was interpolated from observed gravity values.
 NF0640
 NF0640;                    North         East    Units  Estimated Accuracy
 NF0640;SPC MI S     -   110,880.    3,883,840.      MT  (+/- 180 meters Scaled)
 NF0640
 NF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN002048(NAD 83)
 NF0640
 NF0640                          SUPERSEDED SURVEY CONTROL
 NF0640
 NF0640  NGVD 29 (??/??/92)  218.600  (m)          717.19   (f) ADJ UNCH    2 0
 NF0640
 NF0640.Superseded values are not recommended for survey control.
 NF0640
 NF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0640.See file dsdata.pdf to determine how the superseded data were derived.
 NF0640
 NF0640_MARKER: DB = BENCH MARK DISK
 NF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0640_STAMPING: C 171 1948
 NF0640_MARK LOGO: CGS
 NF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0640+STABILITY: SURFACE MOTION
 NF0640
 NF0640  HISTORY     - Date     Condition        Report By
 NF0640  HISTORY     - 1948     MONUMENTED       CGS
 NF0640  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0640  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0640  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0640
 NF0640                          STATION DESCRIPTION
 NF0640
 NF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0640'7 MI SE FROM ALLEGAN.
 NF0640'3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE OVER
 NF0640'KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 3.35 MILES SOUTH ALONG
 NF0640'A GRAVEL ROAD, THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL ROAD,
 NF0640'358 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 24 FEET
 NF0640'NORTH OF THE CENTER LINE OF THE ROAD WEST, 45 FEET NORTH-NORTHWEST
 NF0640'AND ACROSS THE ROAD FROM THE CENTER OF A GATE IN SOUTH R/W FENCE,
 NF0640'186 FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 NF0640'OF A SMALL CULVERT, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST
 NF0640'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET
 NF0640'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0640
 NF0640                          STATION RECOVERY (1978)
 NF0640
 NF0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0640'MARK NOT FOUND.
 NF0640
 NF0640                          STATION RECOVERY (1989)
 NF0640
 NF0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0640'MARK NOT FOUND.
 NF0640
 NF0640                          STATION RECOVERY (1997)
 NF0640
 NF0640'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0640'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0930 ***********************************************************************
 NF0930  DESIGNATION -  C 172
 NF0930  PID         -  NF0930
 NF0930  STATE/COUNTY-  MI/ALLEGAN
 NF0930  COUNTRY     -  US
 NF0930  USGS QUAD   -  WAYLAND (2017)
 NF0930
 NF0930                         *CURRENT SURVEY CONTROL
 NF0930  ______________________________________________________________________
 NF0930* NAD 83(1986) POSITION- 42 38 19.5    (N) 085 44 30.0    (W)   HD_HELD2
 NF0930* NAVD 88 ORTHO HEIGHT -   215.644 (meters)      707.49  (feet) ADJUSTED
 NF0930  ______________________________________________________________________
 NF0930  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 NF0930  DYNAMIC HEIGHT  -        215.585 (meters)      707.30  (feet) COMP
 NF0930  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 NF0930
 NF0930  VERT ORDER      -  SECOND    CLASS 0
 NF0930
 NF0930.The horizontal coordinates were established by autonomous hand held GPS
 NF0930.observations and have an estimated accuracy of +/- 10 meters.
 NF0930
 NF0930.The orthometric height was determined by differential leveling and
 NF0930.adjusted by the NATIONAL GEODETIC SURVEY
 NF0930.in June 1991.
 NF0930
 NF0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0930.GEOID18 height accuracy estimate available here.
 NF0930
 NF0930.Click photographs - Photos may exist for this station.
 NF0930
 NF0930.The dynamic height is computed by dividing the NAVD 88
 NF0930.geopotential number by the normal gravity value computed on the
 NF0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0930.degrees latitude (g = 980.6199 gals.).
 NF0930
 NF0930.The modeled gravity was interpolated from observed gravity values.
 NF0930
 NF0930;                    North         East    Units  Estimated Accuracy
 NF0930;SPC MI S     -   127,410.    3,887,241.      MT  (+/- 10 meters HH2 GPS)
 NF0930
 NF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0316421467(NAD 83)
 NF0930
 NF0930                          SUPERSEDED SURVEY CONTROL
 NF0930
 NF0930  NGVD 29 (??/??/92)  215.778  (m)          707.93   (f) ADJ UNCH    2 0
 NF0930
 NF0930.Superseded values are not recommended for survey control.
 NF0930
 NF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0930.See file dsdata.pdf to determine how the superseded data were derived.
 NF0930
 NF0930_MARKER: DB = BENCH MARK DISK
 NF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0930_STAMPING: C 172 1948
 NF0930_MARK LOGO: CGS
 NF0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0930+STABILITY: SURFACE MOTION
 NF0930
 NF0930  HISTORY     - Date     Condition        Report By
 NF0930  HISTORY     - 1948     MONUMENTED       CGS
 NF0930  HISTORY     - 1974     GOOD             NGS
 NF0930  HISTORY     - 1987     GOOD             USPSQD
 NF0930  HISTORY     - 1988     GOOD             USPSQD
 NF0930  HISTORY     - 1989     GOOD             USPSQD
 NF0930  HISTORY     - 19971011 GOOD             USPSQD
 NF0930  HISTORY     - 19990322 GOOD             USPSQD
 NF0930
 NF0930                          STATION DESCRIPTION
 NF0930
 NF0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0930'5 MI E FROM MONTEREY.
 NF0930'ABOUT 5.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN
 NF0930'CROSSROADS AT MONTEREY, ABOUT 0.7 MILE EAST OF THE CROSSING OF
 NF0930'THE NEW YORK CENTRAL RAILROAD, SET IN THE NORTHEAST CORNER OF A
 NF0930'SIDE ROAD NORTH, 83 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30
 NF0930'FEET EAST OF THE CENTER LINE OF THE SIDE ROAD NORTH, 62 FEET
 NF0930'NORTHEAST AND ACROSS SIDE ROAD FROM THE 1ST POWER POLE WEST OF
 NF0930'SIDE ROAD, 13 FEET SOUTH OF A 30-INCH TREE, 54 FEET NORTH OF A
 NF0930'FENCE CORNER, 2 FEET WEST OF THE FENCE LINE, 2 1/2 FEET SOUTH OF
 NF0930'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD NORTH AND
 NF0930'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK MAY
 NF0930'BE REACHED FROM THE POST OFFICE AT BRADLEY BY GOING ABOUT 0.5
 NF0930'MILE NORTH ALONG U.S. HIGHWAY 131, THENCE ABOUT 5.05 MILES WEST
 NF0930'ALONG A COUNTY ROAD.
 NF0930
 NF0930                          STATION RECOVERY (1974)
 NF0930
 NF0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1987)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1988)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1989)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1997)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1999)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0921 ***********************************************************************
 NF0921  DESIGNATION -  C 173
 NF0921  PID         -  NF0921
 NF0921  STATE/COUNTY-  MI/ALLEGAN
 NF0921  COUNTRY     -  US
 NF0921  USGS QUAD   -  HAMILTON EAST (2017)
 NF0921
 NF0921                         *CURRENT SURVEY CONTROL
 NF0921  ______________________________________________________________________
 NF0921* NAD 83(1986) POSITION- 42 38 15.     (N) 085 53 56.     (W)   SCALED
 NF0921* NAVD 88 ORTHO HEIGHT -   215.964 (meters)      708.54  (feet) ADJUSTED
 NF0921  ______________________________________________________________________
 NF0921  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 NF0921  DYNAMIC HEIGHT  -        215.907 (meters)      708.35  (feet) COMP
 NF0921  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 NF0921
 NF0921  VERT ORDER      -  SECOND    CLASS 0
 NF0921
 NF0921.The horizontal coordinates were scaled from a map and have
 NF0921.an estimated accuracy of +/- 6 seconds.
 NF0921
 NF0921.The orthometric height was determined by differential leveling and
 NF0921.adjusted by the NATIONAL GEODETIC SURVEY
 NF0921.in June 1991.
 NF0921
 NF0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0921.GEOID18 height accuracy estimate available here.
 NF0921
 NF0921.Click photographs - Photos may exist for this station.
 NF0921
 NF0921.The dynamic height is computed by dividing the NAVD 88
 NF0921.geopotential number by the normal gravity value computed on the
 NF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0921.degrees latitude (g = 980.6199 gals.).
 NF0921
 NF0921.The modeled gravity was interpolated from observed gravity values.
 NF0921
 NF0921;                    North         East    Units  Estimated Accuracy
 NF0921;SPC MI S     -   127,490.    3,874,350.      MT  (+/- 180 meters Scaled)
 NF0921
 NF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN902211(NAD 83)
 NF0921
 NF0921                          SUPERSEDED SURVEY CONTROL
 NF0921
 NF0921  NGVD 29 (??/??/92)  216.101  (m)          708.99   (f) ADJ UNCH    2 0
 NF0921
 NF0921.Superseded values are not recommended for survey control.
 NF0921
 NF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0921.See file dsdata.pdf to determine how the superseded data were derived.
 NF0921
 NF0921_MARKER: DB = BENCH MARK DISK
 NF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0921_STAMPING: C 173 1948
 NF0921_MARK LOGO: CGS
 NF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0921+STABILITY: SURFACE MOTION
 NF0921
 NF0921  HISTORY     - Date     Condition        Report By
 NF0921  HISTORY     - 1948     MONUMENTED       CGS
 NF0921  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0921  HISTORY     - 1989     GOOD             USPSQD
 NF0921
 NF0921                          STATION DESCRIPTION
 NF0921
 NF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0921'3.1 MI W FROM MONTEREY.
 NF0921'ABOUT 3.1 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0921'AT MONTEREY, ABOUT 1.05 MILES WEST OF THE JUNCTION OF A ROAD
 NF0921'NORTH AND DISTRICT NO. 6 SCHOOL HOUSE, SET IN THE NORTHWEST CORNER
 NF0921'OF A CROSS ROAD, AND IN THE SOUTHEAST CORNER OF A LARGE PLANTED
 NF0921'PINE FIELD, 53 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NF0921'32 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET
 NF0921'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE EAST-WEST
 NF0921'ROAD, ABOUT LEVEL WITH THE ROAD NORTH AND SET IN THE TOP OF A
 NF0921'CONCRETE POST PROJECTING 6 INCHES.
 NF0921
 NF0921                          STATION RECOVERY (1987)
 NF0921
 NF0921'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0921'MARK NOT FOUND.
 NF0921
 NF0921                          STATION RECOVERY (1989)
 NF0921
 NF0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0643 ***********************************************************************
 NF0643  DESIGNATION -  C 174
 NF0643  PID         -  NF0643
 NF0643  STATE/COUNTY-  MI/ALLEGAN
 NF0643  COUNTRY     -  US
 NF0643  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0643
 NF0643                         *CURRENT SURVEY CONTROL
 NF0643  ______________________________________________________________________
 NF0643* NAD 83(1986) POSITION- 42 25 10.3    (N) 085 57 12.1    (W)   HD_HELD2
 NF0643* NAVD 88 ORTHO HEIGHT -   235.614 (meters)      773.01  (feet) ADJUSTED
 NF0643  ______________________________________________________________________
 NF0643  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 NF0643  DYNAMIC HEIGHT  -        235.550 (meters)      772.80  (feet) COMP
 NF0643  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 NF0643
 NF0643  VERT ORDER      -  SECOND    CLASS 0
 NF0643
 NF0643.The horizontal coordinates were established by autonomous hand held GPS
 NF0643.observations and have an estimated accuracy of +/- 10 meters.
 NF0643
 NF0643.The orthometric height was determined by differential leveling and
 NF0643.adjusted by the NATIONAL GEODETIC SURVEY
 NF0643.in June 1991.
 NF0643
 NF0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0643.GEOID18 height accuracy estimate available here.
 NF0643
 NF0643.Click photographs - Photos may exist for this station.
 NF0643
 NF0643.The dynamic height is computed by dividing the NAVD 88
 NF0643.geopotential number by the normal gravity value computed on the
 NF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0643.degrees latitude (g = 980.6199 gals.).
 NF0643
 NF0643.The modeled gravity was interpolated from observed gravity values.
 NF0643
 NF0643;                    North         East    Units  Estimated Accuracy
 NF0643;SPC MI S     -   103,369.    3,869,424.      MT  (+/- 10 meters HH2 GPS)
 NF0643
 NF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8610896888(NAD 83)
 NF0643
 NF0643                          SUPERSEDED SURVEY CONTROL
 NF0643
 NF0643  NGVD 29 (??/??/92)  235.751  (m)          773.46   (f) ADJ UNCH    2 0
 NF0643
 NF0643.Superseded values are not recommended for survey control.
 NF0643
 NF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0643.See file dsdata.pdf to determine how the superseded data were derived.
 NF0643
 NF0643_MARKER: DB = BENCH MARK DISK
 NF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0643_STAMPING: C 174 1948
 NF0643_MARK LOGO: CGS
 NF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0643+STABILITY: SURFACE MOTION
 NF0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0643+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 NF0643
 NF0643  HISTORY     - Date     Condition        Report By
 NF0643  HISTORY     - 1948     MONUMENTED       CGS
 NF0643  HISTORY     - 1976     GOOD             MIDH
 NF0643  HISTORY     - 1984     GOOD             NGS
 NF0643  HISTORY     - 1989     GOOD             USPSQD
 NF0643  HISTORY     - 20060318 GOOD             USPSQD
 NF0643  HISTORY     - 20230213 GOOD             MIDT
 NF0643
 NF0643                          STATION DESCRIPTION
 NF0643
 NF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0643'2.7 MI N FROM BLOOMINGDALE.
 NF0643'2.7 MILES NORTH ALONG A BLACK TOP ROAD TO CHESHIRE FROM THE
 NF0643'MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT THE
 NF0643'ALLEGAN-VAN BUREN COUNTY LINE, AT THE EAST END OF A SHORT
 NF0643'EAST-WEST TANGENT IN THE ROAD FOLLOWING THE COUNTY LINE AND AT
 NF0643'A CURVE IN THE ROAD WITH TANGENTS WEST AND NORTH, IN THE
 NF0643'NORTHWEST CORNER OF THE BASE LINE SCHOOL YARD, 42 FEET EAST OF
 NF0643'THE CENTER LINE OF THE GRAVEL ROAD CONNECTING COUNTY LINE ROAD
 NF0643'AND THE BLACK TOP ROAD, 132 FEET NORTH OF THE CENTER LINE OF THE
 NF0643'COUNTY LINE ROAD, 118 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NF0643'BLACK TOP ROAD, 129 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NF0643'THE MAIN PART OF SCHOOL BUILDING, 1.3 FEET SOUTH OF A WIRE
 NF0643'FENCE, 13.8 FEET EAST OF A CONCRETE FENCE CORNER POST, 2 FEET
 NF0643'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL
 NF0643'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0643
 NF0643                          STATION RECOVERY (1976)
 NF0643
 NF0643'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (1984)
 NF0643
 NF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (1989)
 NF0643
 NF0643'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (2006)
 NF0643
 NF0643'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0643'1 FT WEST OF METAL WITNESS POST.
 NF0643
 NF0643                          STATION RECOVERY (2023)
 NF0643
 NF0643'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0545 ***********************************************************************
 NF0545  DESIGNATION -  C 175
 NF0545  PID         -  NF0545
 NF0545  STATE/COUNTY-  MI/BARRY
 NF0545  COUNTRY     -  US
 NF0545  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0545
 NF0545                         *CURRENT SURVEY CONTROL
 NF0545  ______________________________________________________________________
 NF0545* NAD 83(1986) POSITION- 42 27 55.     (N) 085 30 47.     (W)   SCALED
 NF0545* NAVD 88 ORTHO HEIGHT -   301.653 (meters)      989.67  (feet) ADJUSTED
 NF0545  ______________________________________________________________________
 NF0545  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 NF0545  DYNAMIC HEIGHT  -        301.562 (meters)      989.37  (feet) COMP
 NF0545  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 NF0545
 NF0545  VERT ORDER      -  SECOND    CLASS 0
 NF0545
 NF0545.The horizontal coordinates were scaled from a map and have
 NF0545.an estimated accuracy of +/- 6 seconds.
 NF0545
 NF0545.The orthometric height was determined by differential leveling and
 NF0545.adjusted by the NATIONAL GEODETIC SURVEY
 NF0545.in June 1991.
 NF0545
 NF0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0545.GEOID18 height accuracy estimate available here.
 NF0545
 NF0545.Click photographs - Photos may exist for this station.
 NF0545
 NF0545.The dynamic height is computed by dividing the NAVD 88
 NF0545.geopotential number by the normal gravity value computed on the
 NF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0545.degrees latitude (g = 980.6199 gals.).
 NF0545
 NF0545.The modeled gravity was interpolated from observed gravity values.
 NF0545
 NF0545;                    North         East    Units  Estimated Accuracy
 NF0545;SPC MI S     -   107,860.    3,905,730.      MT  (+/- 180 meters Scaled)
 NF0545
 NF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN222025(NAD 83)
 NF0545
 NF0545                          SUPERSEDED SURVEY CONTROL
 NF0545
 NF0545  NGVD 29 (??/??/92)  301.779  (m)          990.09   (f) ADJ UNCH    2 0
 NF0545
 NF0545.Superseded values are not recommended for survey control.
 NF0545
 NF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0545.See file dsdata.pdf to determine how the superseded data were derived.
 NF0545
 NF0545_MARKER: DB = BENCH MARK DISK
 NF0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0545_STAMPING: C 175 1948
 NF0545_MARK LOGO: CGS
 NF0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0545+STABILITY: SURFACE MOTION
 NF0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0545+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0545
 NF0545  HISTORY     - Date     Condition        Report By
 NF0545  HISTORY     - 1948     MONUMENTED       CGS
 NF0545  HISTORY     - 1966     GOOD             USGS
 NF0545  HISTORY     - 1989     GOOD             USPSQD
 NF0545  HISTORY     - 19940312 GOOD             MI-015
 NF0545  HISTORY     - 19970311 GOOD             USPSQD
 NF0545  HISTORY     - 20051015 GOOD             USPSQD
 NF0545
 NF0545                          STATION DESCRIPTION
 NF0545
 NF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0545'1.6 MI E FROM DOSTER.
 NF0545'1.65 MILES EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0545'CROSSROAD AT DOSTER, AT THE TOP OF A GRADE AND AT A CROSSROAD,
 NF0545'102 FEET NORTH OF THE ROAD EAST, 30 FEET EAST OF THE CENTER
 NF0545'LINE OF THE ROAD NORTH, 1 FOOT WEST OF A WIRE FENCE, 75 FEET
 NF0545'NORTH OF A FENCE CORNER, 21 FEET SOUTH OF A 10-INCH OAK TREE AT
 NF0545'FENCE LINE, 2 FEET SOUTH OF A METAL WOODEN WITNESS POST, 1 1/2
 NF0545'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0545'PROJECTING 4 INCHES.
 NF0545
 NF0545                          STATION RECOVERY (1966)
 NF0545
 NF0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (1989)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (1994)
 NF0545
 NF0545'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0545'ACROSS BURCHETT ROAD AND 23.0 FT (7.0 M) SOUTH OF THE PROJECTED SOUTH
 NF0545'WALL OF HOUSE NUMBER 12990.  THE WIRE FENCE AND OAK TREES MENTIONED IN
 NF0545'THE OLD DESCRIPTION ARE GONE.  3-MILE ROAD FROM DOSTER IS NOW
 NF0545'BITUMINOUS.  POORLY SUITABLE FOR USE WITH GPS.  A CARSONITE WITNESS
 NF0545'POST WAS INSTALLED 1.0 FT (0.3 M) EAST OF STATION.
 NF0545'LOCATED IN THE SOUTHEAST 1/4 OF SECTION 17, PRAIRIEVILLE TOWNSHIP.
 NF0545
 NF0545                          STATION RECOVERY (1997)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (2005)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0840 ***********************************************************************
 NF0840  DESIGNATION -  C 176
 NF0840  PID         -  NF0840
 NF0840  STATE/COUNTY-  MI/ALLEGAN
 NF0840  COUNTRY     -  US
 NF0840  USGS QUAD   -  ORANGEVILLE (2017)
 NF0840
 NF0840                         *CURRENT SURVEY CONTROL
 NF0840  ______________________________________________________________________
 NF0840* NAD 83(1986) POSITION- 42 35 39.     (N) 085 34 38.     (W)   SCALED
 NF0840* NAVD 88 ORTHO HEIGHT -   238.114 (meters)      781.21  (feet) ADJUSTED
 NF0840  ______________________________________________________________________
 NF0840  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 NF0840  DYNAMIC HEIGHT  -        238.045 (meters)      780.99  (feet) COMP
 NF0840  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 NF0840
 NF0840  VERT ORDER      -  SECOND    CLASS 0
 NF0840
 NF0840.The horizontal coordinates were scaled from a map and have
 NF0840.an estimated accuracy of +/- 6 seconds.
 NF0840
 NF0840.The orthometric height was determined by differential leveling and
 NF0840.adjusted by the NATIONAL GEODETIC SURVEY
 NF0840.in June 1991.
 NF0840
 NF0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0840.GEOID18 height accuracy estimate available here.
 NF0840
 NF0840.Click photographs - Photos may exist for this station.
 NF0840
 NF0840.The dynamic height is computed by dividing the NAVD 88
 NF0840.geopotential number by the normal gravity value computed on the
 NF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0840.degrees latitude (g = 980.6199 gals.).
 NF0840
 NF0840.The modeled gravity was interpolated from observed gravity values.
 NF0840
 NF0840;                    North         East    Units  Estimated Accuracy
 NF0840;SPC MI S     -   122,250.    3,900,650.      MT  (+/- 180 meters Scaled)
 NF0840
 NF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN167167(NAD 83)
 NF0840
 NF0840                          SUPERSEDED SURVEY CONTROL
 NF0840
 NF0840  NGVD 29 (??/??/92)  238.240  (m)          781.63   (f) ADJ UNCH    2 0
 NF0840
 NF0840.Superseded values are not recommended for survey control.
 NF0840
 NF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0840.See file dsdata.pdf to determine how the superseded data were derived.
 NF0840
 NF0840_MARKER: DB = BENCH MARK DISK
 NF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0840_STAMPING: C 176 1948
 NF0840_MARK LOGO: CGS
 NF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0840+STABILITY: SURFACE MOTION
 NF0840
 NF0840  HISTORY     - Date     Condition        Report By
 NF0840  HISTORY     - 1948     MONUMENTED       CGS
 NF0840  HISTORY     - 19971011 GOOD             USPSQD
 NF0840
 NF0840                          STATION DESCRIPTION
 NF0840
 NF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0840'3 MI E FROM SHELBYVILLE.
 NF0840'ABOUT 3.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0840'RAILROAD STATION AT SHELBYVILLE, AT A JOGGED CROSSROAD AND AT
 NF0840'THE EAST END OF A CUT, 27 FEET SOUTH OF THE CENTER LINE OF THE
 NF0840'BLACK TOP ROAD, 170 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 NF0840'ROAD SOUTH, 1 FOOT NORTH OF A WIRE FENCE, 45.5 FEET WEST OF A
 NF0840'TELEPHONE POLE, 50 FEET EAST OF A 20-INCH MAPLE TREE, 2 FEET
 NF0840'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK
 NF0840'TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0840'INCHES.
 NF0840
 NF0840                          STATION RECOVERY (1997)
 NF0840
 NF0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0372 ***********************************************************************
 NF0372  DESIGNATION -  C 177
 NF0372  PID         -  NF0372
 NF0372  STATE/COUNTY-  MI/BARRY
 NF0372  COUNTRY     -  US
 NF0372  USGS QUAD   -  MIDDLEVILLE (2017)
 NF0372
 NF0372                         *CURRENT SURVEY CONTROL
 NF0372  ______________________________________________________________________
 NF0372* NAD 83(1986) POSITION- 42 40 29.4    (N) 085 24 02.0    (W)   HD_HELD2
 NF0372* NAVD 88 ORTHO HEIGHT -   241.964 (meters)      793.84  (feet) ADJUSTED
 NF0372  ______________________________________________________________________
 NF0372  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 NF0372  DYNAMIC HEIGHT  -        241.892 (meters)      793.61  (feet) COMP
 NF0372  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 NF0372
 NF0372  VERT ORDER      -  SECOND    CLASS 0
 NF0372
 NF0372.The horizontal coordinates were established by autonomous hand held GPS
 NF0372.observations and have an estimated accuracy of +/- 10 meters.
 NF0372
 NF0372.The orthometric height was determined by differential leveling and
 NF0372.adjusted by the NATIONAL GEODETIC SURVEY
 NF0372.in June 1991.
 NF0372
 NF0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0372.GEOID18 height accuracy estimate available here.
 NF0372
 NF0372.Click photographs - Photos may exist for this station.
 NF0372
 NF0372.The dynamic height is computed by dividing the NAVD 88
 NF0372.geopotential number by the normal gravity value computed on the
 NF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0372.degrees latitude (g = 980.6199 gals.).
 NF0372
 NF0372.The modeled gravity was interpolated from observed gravity values.
 NF0372
 NF0372;                    North         East    Units  Estimated Accuracy
 NF0372;SPC MI S     -   131,018.    3,915,262.      MT  (+/- 10 meters HH2 GPS)
 NF0372
 NF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3105425946(NAD 83)
 NF0372
 NF0372                          SUPERSEDED SURVEY CONTROL
 NF0372
 NF0372  NGVD 29 (??/??/92)  242.088  (m)          794.25   (f) ADJ UNCH    2 0
 NF0372
 NF0372.Superseded values are not recommended for survey control.
 NF0372
 NF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0372.See file dsdata.pdf to determine how the superseded data were derived.
 NF0372
 NF0372_MARKER: DB = BENCH MARK DISK
 NF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0372_STAMPING: C 177 1948
 NF0372_MARK LOGO: CGS
 NF0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0372+STABILITY: SURFACE MOTION
 NF0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0372+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0372
 NF0372  HISTORY     - Date     Condition        Report By
 NF0372  HISTORY     - 1948     MONUMENTED       CGS
 NF0372  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0372  HISTORY     - 1985     GOOD             USPSQD
 NF0372  HISTORY     - 1987     GOOD             USPSQD
 NF0372  HISTORY     - 19940312 GOOD             MI-015
 NF0372  HISTORY     - 20041030 GOOD             USPSQD
 NF0372
 NF0372                          STATION DESCRIPTION
 NF0372
 NF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0372'5.4 MI SE FROM MIDDLEVILLE.
 NF0372'5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0372'SCHOOL AT MIDDLEVILLE, AT HOUSE NO. 5560 ON NORTH SIDE OF ROAD,
 NF0372'120 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM THE SOUTHWEST
 NF0372'CORNER OF THE HOUSE, 106 FEET SOUTHEAST OF THE EAST END OF GUARD
 NF0372'RAIL ON SOUTH SIDE OF HIGHWAY, 49 FEET SOUTH OF THE CENTER LINE
 NF0372'OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE WEST ONE OF A ROW OF
 NF0372'TREES ALONG HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, 1 102 FEET
 NF0372'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0372'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NF0372
 NF0372                          STATION RECOVERY (1979)
 NF0372
 NF0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0372'MARK NOT FOUND.
 NF0372
 NF0372                          STATION RECOVERY (1985)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0372'HOUSE GONE AND GUARD RAIL GONE.
 NF0372
 NF0372                          STATION RECOVERY (1987)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0372'RECOVERED IN GOOD CONDITION.
 NF0372
 NF0372                          STATION RECOVERY (1994)
 NF0372
 NF0372'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0372'WOOD WITNESS POST FOUND, HOUSE IS GONE, NEAR THE WEST END OF AN
 NF0372'EAST-WEST LINE OF SMALL OAK TREES, 185 FEET EAST OF EAST END OF
 NF0372'CONCRETE CULVERT ENCLOSURE.  NOT SUITABLE FOR GPS. CARSONITE WITNESS
 NF0372'POST INSTALLED.
 NF0372
 NF0372                          STATION RECOVERY (2004)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0679 ***********************************************************************
 NE0679  DESIGNATION -  C 178
 NE0679  PID         -  NE0679
 NE0679  STATE/COUNTY-  MI/WASHTENAW
 NE0679  COUNTRY     -  US
 NE0679  USGS QUAD   -  PINCKNEY (2017)
 NE0679
 NE0679                         *CURRENT SURVEY CONTROL
 NE0679  ______________________________________________________________________
 NE0679* NAD 83(1986) POSITION- 42 22 57.     (N) 083 55 12.     (W)   SCALED
 NE0679* NAVD 88 ORTHO HEIGHT -   261.255 (meters)      857.13  (feet) ADJUSTED
 NE0679  ______________________________________________________________________
 NE0679  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 NE0679  DYNAMIC HEIGHT  -        261.181 (meters)      856.89  (feet) COMP
 NE0679  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 NE0679
 NE0679  VERT ORDER      -  FIRST     CLASS II
 NE0679
 NE0679.The horizontal coordinates were scaled from a map and have
 NE0679.an estimated accuracy of +/- 6 seconds.
 NE0679
 NE0679.The orthometric height was determined by differential leveling and
 NE0679.adjusted by the NATIONAL GEODETIC SURVEY
 NE0679.in June 1991.
 NE0679
 NE0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0679.GEOID18 height accuracy estimate available here.
 NE0679
 NE0679.Click photographs - Photos may exist for this station.
 NE0679
 NE0679.The dynamic height is computed by dividing the NAVD 88
 NE0679.geopotential number by the normal gravity value computed on the
 NE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0679.degrees latitude (g = 980.6199 gals.).
 NE0679
 NE0679.The modeled gravity was interpolated from observed gravity values.
 NE0679
 NE0679;                    North         East    Units  Estimated Accuracy
 NE0679;SPC MI S     -    98,120.    4,036,780.      MT  (+/- 180 meters Scaled)
 NE0679
 NE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG596963(NAD 83)
 NE0679
 NE0679                          SUPERSEDED SURVEY CONTROL
 NE0679
 NE0679  NGVD 29 (??/??/92)  261.386  (m)          857.56   (f) ADJ UNCH    1 2
 NE0679
 NE0679.Superseded values are not recommended for survey control.
 NE0679
 NE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0679.See file dsdata.pdf to determine how the superseded data were derived.
 NE0679
 NE0679_MARKER: DB = BENCH MARK DISK
 NE0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0679_STAMPING: C 178 1948
 NE0679_MARK LOGO: CGS
 NE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0679+STABILITY: SURFACE MOTION
 NE0679
 NE0679  HISTORY     - Date     Condition        Report By
 NE0679  HISTORY     - 1948     MONUMENTED       CGS
 NE0679  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0679  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0679
 NE0679                          STATION DESCRIPTION
 NE0679
 NE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0679'4.2 MI NNW FROM DEXTER.
 NE0679'4.15 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE
 NE0679'UNION SCHOOL AT DEXTER, ABOUT 0.4 MILE SOUTH OF A CROSS ROAD,
 NE0679'AT THE SOUTHEAST CORNER OF THE LAWN AT A SMALL BROWN HOUSE ON
 NE0679'WEST SIDE OF ROAD, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NE0679'OF THE HOUSE, 118 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE
 NE0679'TO HOUSE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 NE0679'SOUTH OF THE SOUTHEAST END OF A POLE FENCE, 70 FEET WEST-SOUTHWEST
 NE0679'AND ACROSS THE ROAD FROM POLE NO. 578, 1 1/2 FEET NORTH OF A
 NE0679'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 NE0679'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NE0679
 NE0679                          STATION RECOVERY (1985)
 NE0679
 NE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0679'MARK NOT FOUND.
 NE0679
 NE0679                          STATION RECOVERY (1998)
 NE0679
 NE0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0679'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0491 ***********************************************************************
 NE0491  DESIGNATION -  C 180
 NE0491  PID         -  NE0491
 NE0491  STATE/COUNTY-  MI/MONROE
 NE0491  COUNTRY     -  US
 NE0491  USGS QUAD   -  FLAT ROCK (2017)
 NE0491
 NE0491                         *CURRENT SURVEY CONTROL
 NE0491  ______________________________________________________________________
 NE0491* NAD 83(1986) POSITION- 42 02 25.7    (N) 083 15 55.0    (W)   HD_HELD2
 NE0491* NAVD 88 ORTHO HEIGHT -   179.947 (meters)      590.38  (feet) ADJUSTED
 NE0491  ______________________________________________________________________
 NE0491  GEOID HEIGHT    -        -35.018 (meters)                     GEOID18
 NE0491  DYNAMIC HEIGHT  -        179.886 (meters)      590.18  (feet) COMP
 NE0491  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 NE0491
 NE0491  VERT ORDER      -  FIRST     CLASS I
 NE0491
 NE0491.The horizontal coordinates were established by autonomous hand held GPS
 NE0491.observations and have an estimated accuracy of +/- 10 meters.
 NE0491
 NE0491.The orthometric height was determined by differential leveling and
 NE0491.adjusted by the NATIONAL GEODETIC SURVEY
 NE0491.in June 1991.
 NE0491
 NE0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0491.GEOID18 height accuracy estimate available here.
 NE0491
 NE0491.Click photographs - Photos may exist for this station.
 NE0491
 NE0491.The dynamic height is computed by dividing the NAVD 88
 NE0491.geopotential number by the normal gravity value computed on the
 NE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0491.degrees latitude (g = 980.6199 gals.).
 NE0491
 NE0491.The modeled gravity was interpolated from observed gravity values.
 NE0491
 NE0491;                    North         East    Units  Estimated Accuracy
 NE0491;SPC MI S     -    60,632.    4,091,192.      MT  (+/- 10 meters HH2 GPS)
 NE0491
 NE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1250856752(NAD 83)
 NE0491
 NE0491                          SUPERSEDED SURVEY CONTROL
 NE0491
 NE0491  NGVD 29 (??/??/92)  180.114  (m)          590.92   (f) ADJ UNCH    1 1
 NE0491
 NE0491.Superseded values are not recommended for survey control.
 NE0491
 NE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0491.See file dsdata.pdf to determine how the superseded data were derived.
 NE0491
 NE0491_MARKER: DB = BENCH MARK DISK
 NE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0491_STAMPING: C 180 1954
 NE0491_MARK LOGO: CGS
 NE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0491+STABILITY: SURFACE MOTION
 NE0491
 NE0491  HISTORY     - Date     Condition        Report By
 NE0491  HISTORY     - 1954     MONUMENTED       CGS
 NE0491  HISTORY     - 1968     GOOD             CGS
 NE0491  HISTORY     - 1973     GOOD             NGS
 NE0491  HISTORY     - 1988     GOOD             USPSQD
 NE0491  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0491
 NE0491                          STATION DESCRIPTION
 NE0491
 NE0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0491'2.2 MI SW FROM ROCKWOOD.
 NE0491'ABOUT 2.2 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0491'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0491'ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF DIXIE HIGHWAY, AT
 NE0491'AN ABANDONED ROAD CROSSING, 92.3 FEET SOUTHEAST OF THE SOUTHEAST
 NE0491'RAIL OF THE MAIN TRACK, 31 1/2 FEET SOUTH OF A 30 INCH  POPLAR
 NE0491'TREE (THE WEST ONE OF FOUR), 6 FEET WEST OF A 10-INCH CRAB APPLE
 NE0491'TREE, 2 FEET NORTHWEST OF A 1-FOOT HIGH RAIL SET VERTICALLY,
 NE0491'1.2 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 NE0491'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NE0491'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 20,
 NE0491'T 5 S, R 10 E
 NE0491
 NE0491                          STATION RECOVERY (1973)
 NE0491
 NE0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0491'RECOVERED IN GOOD CONDITION.
 NE0491
 NE0491                          STATION RECOVERY (1988)
 NE0491
 NE0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0491'RECOVERED IN GOOD CONDITION.
 NE0491
 NE0491                          STATION RECOVERY (1992)
 NE0491
 NE0491'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0035 ***********************************************************************
 QJ0035  DESIGNATION -  C 183
 QJ0035  PID         -  QJ0035
 QJ0035  STATE/COUNTY-  MI/ALPENA
 QJ0035  COUNTRY     -  US
 QJ0035  USGS QUAD   -  ALPENA (2017)
 QJ0035
 QJ0035                         *CURRENT SURVEY CONTROL
 QJ0035  ______________________________________________________________________
 QJ0035* NAD 83(1986) POSITION- 45 03 42.     (N) 083 29 33.     (W)   SCALED
 QJ0035* NAVD 88 ORTHO HEIGHT -   192.672 (meters)      632.12  (feet) ADJUSTED
 QJ0035  ______________________________________________________________________
 QJ0035  GEOID HEIGHT    -        -36.483 (meters)                     GEOID18
 QJ0035  DYNAMIC HEIGHT  -        192.658 (meters)      632.08  (feet) COMP
 QJ0035  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 QJ0035
 QJ0035  VERT ORDER      -  SECOND    CLASS 0
 QJ0035
 QJ0035.The horizontal coordinates were scaled from a map and have
 QJ0035.an estimated accuracy of +/- 6 seconds.
 QJ0035
 QJ0035.The orthometric height was determined by differential leveling and
 QJ0035.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0035.in June 1991.
 QJ0035
 QJ0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0035.GEOID18 height accuracy estimate available here.
 QJ0035
 QJ0035.Click photographs - Photos may exist for this station.
 QJ0035
 QJ0035.The dynamic height is computed by dividing the NAVD 88
 QJ0035.geopotential number by the normal gravity value computed on the
 QJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0035.degrees latitude (g = 980.6199 gals.).
 QJ0035
 QJ0035.The modeled gravity was interpolated from observed gravity values.
 QJ0035
 QJ0035;                    North         East    Units  Estimated Accuracy
 QJ0035;SPC MI C     -   194,280.    6,068,840.      MT  (+/- 180 meters Scaled)
 QJ0035
 QJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK037928(NAD 83)
 QJ0035
 QJ0035                          SUPERSEDED SURVEY CONTROL
 QJ0035
 QJ0035  NGVD 29 (??/??/92)  192.816  (m)          632.60   (f) ADJ UNCH    2 0
 QJ0035
 QJ0035.Superseded values are not recommended for survey control.
 QJ0035
 QJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0035.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0035
 QJ0035_MARKER: DB = BENCH MARK DISK
 QJ0035_SETTING: 80 = SET IN A BOULDER
 QJ0035_STAMPING: C 183 1966
 QJ0035_MARK LOGO: CGS
 QJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0035+STABILITY: SURFACE MOTION
 QJ0035
 QJ0035  HISTORY     - Date     Condition        Report By
 QJ0035  HISTORY     - 1966     MONUMENTED       CGS
 QJ0035  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0035  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0035  HISTORY     - 20241127 MARK NOT FOUND   INDIV
 QJ0035
 QJ0035                          STATION DESCRIPTION
 QJ0035
 QJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0035'3 MI W FROM ALPENA.
 QJ0035'THE MARK IS LOCATED 3.0 MILES WEST OF THE INTERSECTION OF STATE
 QJ0035'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS AT THE
 QJ0035'INTERSECTION OF STATE HIGHWAY 32 AND WALTER STREET 0.9 MILE WEST
 QJ0035'OF B 183 AND 1.25 MILES EAST OF D 183, 90 FEET WEST OF THE
 QJ0035'CENTERLINE OF WALTER STREET, AND 54 FEET NORTH OF THE CENTERLINE
 QJ0035'OF STATE HIGHWAY 32.  THE MARK IS A STANDARD DISK STAMPED C 183
 QJ0035'1966 SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 3 FEET AND
 QJ0035'IS 1 FOOT LOWER THAN THE ROAD.
 QJ0035
 QJ0035                          STATION RECOVERY (1983)
 QJ0035
 QJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0035'NOT RECOVERED, HIGHWAY WIDENED, BOULDER HAS BEEN MOVED, DISK LOST.
 QJ0035
 QJ0035                          STATION RECOVERY (1999)
 QJ0035
 QJ0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0035'MARK NOT FOUND.
 QJ0035
 QJ0035                          STATION RECOVERY (2024)
 QJ0035
 QJ0035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JDH)
 QJ0035'NO BOULDER OR OTHER LARGE STONES FOUND.  LOCATION IS OCCUPIED BY
 QJ0035'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0477 ***********************************************************************
 NE0477  DESIGNATION -  C 185
 NE0477  PID         -  NE0477
 NE0477  STATE/COUNTY-  MI/WAYNE
 NE0477  COUNTRY     -  US
 NE0477  USGS QUAD   -  INKSTER (2017)
 NE0477
 NE0477                         *CURRENT SURVEY CONTROL
 NE0477  ______________________________________________________________________
 NE0477* NAD 83(1986) POSITION- 42 17 15.30   (N) 083 19 45.75   (W)   HD_HELD1
 NE0477* NAVD 88 ORTHO HEIGHT -   195.131 (meters)      640.19  (feet) ADJUSTED
 NE0477  ______________________________________________________________________
 NE0477  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 NE0477  DYNAMIC HEIGHT  -        195.073 (meters)      640.00  (feet) COMP
 NE0477  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 NE0477
 NE0477  VERT ORDER      -  SECOND    CLASS 0
 NE0477
 NE0477.The horizontal coordinates were determined by differentially corrected
 NE0477.hand held GPS observations or other comparable positioning techniques
 NE0477.and have an estimated accuracy of +/- 3 meters.
 NE0477
 NE0477.The orthometric height was determined by differential leveling and
 NE0477.adjusted by the NATIONAL GEODETIC SURVEY
 NE0477.in June 1991.
 NE0477
 NE0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0477.GEOID18 height accuracy estimate available here.
 NE0477
 NE0477.Click photographs - Photos may exist for this station.
 NE0477
 NE0477.The dynamic height is computed by dividing the NAVD 88
 NE0477.geopotential number by the normal gravity value computed on the
 NE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0477.degrees latitude (g = 980.6199 gals.).
 NE0477
 NE0477.The modeled gravity was interpolated from observed gravity values.
 NE0477
 NE0477;                    North         East    Units  Estimated Accuracy
 NE0477;SPC MI S     -    88,010.3   4,085,546.8     MT  (+/- 3 meters HH1 GPS) 
 NE0477
 NE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0795284334(NAD 83)
 NE0477
 NE0477                          SUPERSEDED SURVEY CONTROL
 NE0477
 NE0477  NGVD 29 (??/??/92)  195.270  (m)          640.65   (f) ADJ UNCH    2 0
 NE0477
 NE0477.Superseded values are not recommended for survey control.
 NE0477
 NE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0477.See file dsdata.pdf to determine how the superseded data were derived.
 NE0477
 NE0477_MARKER: DB = BENCH MARK DISK
 NE0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0477_SP_SET: RETAINING WALL
 NE0477_STAMPING: C 185 1958
 NE0477_MARK LOGO: CGS
 NE0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0477+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 NE0477
 NE0477  HISTORY     - Date     Condition        Report By
 NE0477  HISTORY     - 1958     MONUMENTED       CGS
 NE0477  HISTORY     - 1975     GOOD             NGS
 NE0477  HISTORY     - 1983     GOOD             LOCSUR
 NE0477  HISTORY     - 1985     GOOD             NGS
 NE0477  HISTORY     - 19981201 GOOD             NGS
 NE0477  HISTORY     - 19990811 GOOD             USPSQD
 NE0477  HISTORY     - 20060912 GOOD             MANNIK
 NE0477
 NE0477                          STATION DESCRIPTION
 NE0477
 NE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0477'AT INKSTER.
 NE0477'THE MARK IS LOCATED ON THE WEST EDGE OF INKSTER, WAYNE COUNTY,
 NE0477'MICHIGAN ON THE SOUTHWEST WING WALL OF RAILROAD OVER PASS AT
 NE0477'THE INTERSECTION OF MIDDLE BELT ROAD AND THE MICHIGAN CENTRAL
 NE0477'(NYC) RAIL ROAD, APPROXIMATELY 31.5 FEET WEST OF THE CENTER-LINE
 NE0477'OF THE ROAD, 14.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NE0477'TRACK, AND 6.4 FEET SOUTH OF THE WEST END OF THE STEEL PLATE
 NE0477'BRIDGE GIRDER.  THE MARK IS SET IN A DRILL HOLE AND IS ABOUT
 NE0477'4 FEET BELOW THE LEVEL OF THE TRACK.
 NE0477
 NE0477                          STATION RECOVERY (1975)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1983)
 NE0477
 NE0477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1985)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1998)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 NE0477'OTHER ALIASES INCLUSE DOD 2186-7, IGB 15323 AND NN 435. STATION IS IN
 NE0477'INKSTER (A SUBURB OF DETROIT) , MICHIGAN, AT THE NORTHEAST CORNER OF
 NE0477'THE INKSTER HIGH SCHOOL.  IT IS 11.3 MI (18.2 KM) WEST OF THE
 NE0477'CITY-COUNTY BUILDING IN DOWNTOWN DETROIT AND 3.1 MI (5.0 KM) NNE OF
 NE0477'DETROIT METROPOLITAN-WAYNE COUNTY AIRPORT.  TO ACCESS FROM EXIT 199 OF
 NE0477'WESTBOUND INTERSTATE 94, GO NORTH ON MIDDLE BELT ROAD FOR 3.1 MI (5.0
 NE0477'KM) .  TURN WEST, LEFT, INTO PARKING LOT OF INKSTER HIGH SCHOOL AND
 NE0477'PROCEED TO ITS NORTHEAST CORNER.  THIS IS 0.13 MI (0.21 KM) SOUTH OF
 NE0477'INTERSECTION OF MIDDLE BELT ROAD AND US ROUTE 12 (MICHIGAN AVENUE) .
 NE0477'DISK IS SET IN TOP OF THE SOUTHWEST WING WALL OF THE CONRAIL OVERPASS
 NE0477'OVER MIDDLE BELT ROAD, 4.44 M (14.57 FT) SOUTH OF SOUTH RAIL OF THE
 NE0477'SOUTHERN OF TWO SETS OF TRACKS, 0.32 M (1.05 FT) EAST OF WEST EDGE OF
 NE0477'WALL, 0.32 M (1.05 FT) WEST OF EAST EDGE OF WALL, 2.8 M (9.2 FT) NORTH
 NE0477'OF SOUTH EDGE OF WALL, 9.70 M (31.82 FT) WEST OF CENTER OF MIDDLE BELT
 NE0477'ROAD, AND 5.85 M (19.19 FT) ABOVE SIDEWALK.  TRACKS WERE ONCE PART OF
 NE0477'MICHIGAN CENTRAL AND NEW YORK CENTRAL RAILROADS.
 NE0477
 NE0477                          STATION RECOVERY (1999)
 NE0477
 NE0477'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (2006)
 NE0477
 NE0477'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (ELA)
 NE0477'SEVERAL 3-4 INCH DIAMETER TREES EXIST OVER THE MARKER (ALONG WITH
 NE0477'STUMPS FROM OTHER TREES), MAKING OBSERVATION IMPOSSIBLE WITHOUT
 NE0477'REMOVAL OF THE TREES AND STUMPS.  ADDITIONALLY, 3-4 INCH DIAMETER
 NE0477'TREES ARE GROWING TO THE SOUTH OF THE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0495 ***********************************************************************
 NF0495  DESIGNATION -  C 187
 NF0495  PID         -  NF0495
 NF0495  STATE/COUNTY-  MI/CALHOUN
 NF0495  COUNTRY     -  US
 NF0495  USGS QUAD   -  BATTLE CREEK (2017)
 NF0495
 NF0495                         *CURRENT SURVEY CONTROL
 NF0495  ______________________________________________________________________
 NF0495* NAD 83(1986) POSITION- 42 19 06.     (N) 085 13 28.     (W)   SCALED
 NF0495* NAVD 88 ORTHO HEIGHT -   276.161 (meters)      906.04  (feet) ADJUSTED
 NF0495  ______________________________________________________________________
 NF0495  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 NF0495  DYNAMIC HEIGHT  -        276.074 (meters)      905.75  (feet) COMP
 NF0495  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 NF0495
 NF0495  VERT ORDER      -  FIRST     CLASS II
 NF0495
 NF0495.The horizontal coordinates were scaled from a map and have
 NF0495.an estimated accuracy of +/- 6 seconds.
 NF0495
 NF0495.The orthometric height was determined by differential leveling and
 NF0495.adjusted by the NATIONAL GEODETIC SURVEY
 NF0495.in June 1991.
 NF0495
 NF0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0495.GEOID18 height accuracy estimate available here.
 NF0495
 NF0495.Click photographs - Photos may exist for this station.
 NF0495
 NF0495.The dynamic height is computed by dividing the NAVD 88
 NF0495.geopotential number by the normal gravity value computed on the
 NF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0495.degrees latitude (g = 980.6199 gals.).
 NF0495
 NF0495.The modeled gravity was interpolated from observed gravity values.
 NF0495
 NF0495;                    North         East    Units  Estimated Accuracy
 NF0495;SPC MI S     -    91,260.    3,929,290.      MT  (+/- 180 meters Scaled)
 NF0495
 NF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM463866(NAD 83)
 NF0495
 NF0495                          SUPERSEDED SURVEY CONTROL
 NF0495
 NF0495  NGVD 29 (01/19/93)  276.291  (m)          906.46   (f) ADJUSTED    1 2
 NF0495
 NF0495.Superseded values are not recommended for survey control.
 NF0495
 NF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0495.See file dsdata.pdf to determine how the superseded data were derived.
 NF0495
 NF0495_MARKER: DB = BENCH MARK DISK
 NF0495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0495_SP_SET: HEADWALL
 NF0495_STAMPING: C 187 1962
 NF0495_MARK LOGO: CGS
 NF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0495+STABILITY: SURFACE MOTION
 NF0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0495+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2022
 NF0495
 NF0495  HISTORY     - Date     Condition        Report By
 NF0495  HISTORY     - 1962     MONUMENTED       CGS
 NF0495  HISTORY     - 1977     POOR             MIDH
 NF0495  HISTORY     - 1985     GOOD             NGS
 NF0495  HISTORY     - 1987     GOOD             USPSQD
 NF0495  HISTORY     - 20011128 GOOD             NGS
 NF0495  HISTORY     - 20031018 GOOD             USPSQD
 NF0495  HISTORY     - 20050208 GOOD             INDIV
 NF0495  HISTORY     - 20160525 GOOD             MIDT
 NF0495  HISTORY     - 20221130 GOOD             MIDT
 NF0495
 NF0495                          STATION DESCRIPTION
 NF0495
 NF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0495'2.7 MI W FROM BATTLE CREEK.
 NF0495'THE BENCH MARK IS 2.7 MILES WEST OF THE GRAND TRUNK WESTERN
 NF0495'RAILROAD STATION AT BATTLE CREEK, MICHIGAN, ALONG THE GRAND
 NF0495'TRUNK WESTERN RAILROAD SPUR LINE TO KELLOGG FIELD.  THE MARK IS
 NF0495'163 FT SW OF THE INTERSECTION OF DICKMAN ROAD AND 24TH STREET,
 NF0495'44 FT SOUTH OF THE SOUTH SIDE OF DICKMAN ROAD, AND 13 FEET
 NF0495'WEST OF THE WEST RAIL.  SET IN THE TOP OF A WEIR NOTCH DAM.
 NF0495
 NF0495                          STATION RECOVERY (1977)
 NF0495
 NF0495'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0495'MARK RECOVERED IN POOR CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (1985)
 NF0495
 NF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (1987)
 NF0495
 NF0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2001)
 NF0495
 NF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0495'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0495
 NF0495                          STATION RECOVERY (2003)
 NF0495
 NF0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2005)
 NF0495
 NF0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2016)
 NF0495
 NF0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2022)
 NF0495
 NF0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0239 ***********************************************************************
 NF0239  DESIGNATION -  C 18=719
 NF0239  PID         -  NF0239
 NF0239  STATE/COUNTY-  MI/IONIA
 NF0239  COUNTRY     -  US
 NF0239  USGS QUAD   -  PORTLAND SOUTH (2017)
 NF0239
 NF0239                         *CURRENT SURVEY CONTROL
 NF0239  ______________________________________________________________________
 NF0239* NAD 83(1986) POSITION- 42 52 05.     (N) 084 53 30.     (W)   SCALED
 NF0239* NAVD 88 ORTHO HEIGHT -   218.927 (meters)      718.26  (feet) ADJUSTED
 NF0239  ______________________________________________________________________
 NF0239  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 NF0239  DYNAMIC HEIGHT  -        218.866 (meters)      718.06  (feet) COMP
 NF0239  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 NF0239
 NF0239  VERT ORDER      -  FIRST     CLASS II
 NF0239
 NF0239.The horizontal coordinates were scaled from a map and have
 NF0239.an estimated accuracy of +/- 6 seconds.
 NF0239
 NF0239.The orthometric height was determined by differential leveling and
 NF0239.adjusted by the NATIONAL GEODETIC SURVEY
 NF0239.in June 1991.
 NF0239
 NF0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0239.GEOID18 height accuracy estimate available here.
 NF0239
 NF0239.Click photographs - Photos may exist for this station.
 NF0239
 NF0239.The dynamic height is computed by dividing the NAVD 88
 NF0239.geopotential number by the normal gravity value computed on the
 NF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0239.degrees latitude (g = 980.6199 gals.).
 NF0239
 NF0239.The modeled gravity was interpolated from observed gravity values.
 NF0239
 NF0239;                    North         East    Units  Estimated Accuracy
 NF0239;SPC MI S     -   152,090.    3,957,100.      MT  (+/- 180 meters Scaled)
 NF0239
 NF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN722483(NAD 83)
 NF0239
 NF0239                          SUPERSEDED SURVEY CONTROL
 NF0239
 NF0239  NGVD 29 (??/??/92)  219.065  (m)          718.72   (f) ADJ UNCH    1 2
 NF0239
 NF0239.Superseded values are not recommended for survey control.
 NF0239
 NF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0239.See file dsdata.pdf to determine how the superseded data were derived.
 NF0239
 NF0239_MARKER: P = PIPE CAP
 NF0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0239_STAMPING: MICH 718.716 1916
 NF0239_MARK LOGO: USGS
 NF0239_PROJECTION: FLUSH
 NF0239_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0239
 NF0239  HISTORY     - Date     Condition        Report By
 NF0239  HISTORY     - 1916     MONUMENTED       USGS
 NF0239  HISTORY     - 1916     GOOD             CGS
 NF0239  HISTORY     - 1934     GOOD             CGS
 NF0239  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0239  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0239
 NF0239                          STATION DESCRIPTION
 NF0239
 NF0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0239'AT PORTLAND.
 NF0239'AT PORTLAND, IONIA COUNTY, ABOUT 0.3 MILES SOUTHEAST OF THE
 NF0239'PERE MARQUETTE RAILWAY STATION, 20 FEET EAST OF THE CENTERLINE
 NF0239'OF MAYNARD ROAD, AND 12 FEET SOUTH OF THE SOUTH EDGE OF THE
 NF0239'SIDEWALK ON LOOKING-GLASS AVENUE.  A U.S. GEOLOGICAL SURVEY
 NF0239'STANDARD CAP, STAMPED MICH. 718.716 1916 AND RIVETED ON THE
 NF0239'TOP OF A 3-1/2-INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 NF0239
 NF0239                          STATION RECOVERY (1934)
 NF0239
 NF0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0239'RECOVERED IN GOOD CONDITION.
 NF0239
 NF0239                          STATION RECOVERY (1976)
 NF0239
 NF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0239'MARK NOT FOUND.
 NF0239
 NF0239                          STATION RECOVERY (1992)
 NF0239
 NF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0239'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0006 ***********************************************************************
 NF0006  DESIGNATION -  C 19
 NF0006  PID         -  NF0006
 NF0006  STATE/COUNTY-  MI/INGHAM
 NF0006  COUNTRY     -  US
 NF0006  USGS QUAD   -  MASON (2017)
 NF0006
 NF0006                         *CURRENT SURVEY CONTROL
 NF0006  ______________________________________________________________________
 NF0006* NAD 83(1986) POSITION- 42 34 38.     (N) 084 26 41.     (W)   SCALED
 NF0006* NAVD 88 ORTHO HEIGHT -   271.684 (meters)      891.35  (feet) ADJUSTED
 NF0006  ______________________________________________________________________
 NF0006  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 NF0006  DYNAMIC HEIGHT  -        271.600 (meters)      891.07  (feet) COMP
 NF0006  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 NF0006
 NF0006  VERT ORDER      -  FIRST     CLASS II
 NF0006
 NF0006.The horizontal coordinates were scaled from a map and have
 NF0006.an estimated accuracy of +/- 6 seconds.
 NF0006
 NF0006.The orthometric height was determined by differential leveling and
 NF0006.adjusted by the NATIONAL GEODETIC SURVEY
 NF0006.in June 1991.
 NF0006
 NF0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0006.GEOID18 height accuracy estimate available here.
 NF0006
 NF0006.Click photographs - Photos may exist for this station.
 NF0006
 NF0006.The dynamic height is computed by dividing the NAVD 88
 NF0006.geopotential number by the normal gravity value computed on the
 NF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0006.degrees latitude (g = 980.6199 gals.).
 NF0006
 NF0006.The modeled gravity was interpolated from observed gravity values.
 NF0006
 NF0006;                    North         East    Units  Estimated Accuracy
 NF0006;SPC MI S     -   119,660.    3,993,590.      MT  (+/- 180 meters Scaled)
 NF0006
 NF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN097170(NAD 83)
 NF0006
 NF0006                          SUPERSEDED SURVEY CONTROL
 NF0006
 NF0006  NGVD 29 (??/??/92)  271.812  (m)          891.77   (f) ADJ UNCH    1 2
 NF0006
 NF0006.Superseded values are not recommended for survey control.
 NF0006
 NF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0006.See file dsdata.pdf to determine how the superseded data were derived.
 NF0006
 NF0006_MARKER: B = BOLT
 NF0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0006_SP_SET: CULVERT HEADWALL
 NF0006_PROJECTION: FLUSH
 NF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0006+STABILITY: SURFACE MOTION
 NF0006
 NF0006  HISTORY     - Date     Condition        Report By
 NF0006  HISTORY     - 1916     MONUMENTED       CGS
 NF0006  HISTORY     - 1916     GOOD             CGS
 NF0006  HISTORY     - 1934     GOOD             CGS
 NF0006  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0006  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0006  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0006  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0006  HISTORY     - 20160516 MARK NOT FOUND   MIDT
 NF0006  HISTORY     - 20160601 MARK NOT FOUND   MIDT
 NF0006
 NF0006                          STATION DESCRIPTION
 NF0006
 NF0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0006'AT MASON.
 NF0006'AT MASON, INGHAM COUNTY, 0.5 MILES SOUTH ALONG THE MICHIGAN
 NF0006'CENTRAL RAILROAD FROM THE STATION, AT THE CROSSING OF WEST ELM
 NF0006'STREET, AND ON THE NORTH CONCRETE HEADWALL OF A CULVERT.  THE
 NF0006'TOP OF A BOLT, NEAR THE CHISELED LETTERS U.S.
 NF0006
 NF0006                          STATION RECOVERY (1934)
 NF0006
 NF0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0006'RECOVERED IN GOOD CONDITION.
 NF0006
 NF0006                          STATION RECOVERY (1977)
 NF0006
 NF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0006'MARK NOT FOUND.
 NF0006
 NF0006                          STATION RECOVERY (1992)
 NF0006
 NF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0006'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0006
 NF0006                          STATION RECOVERY (2003)
 NF0006
 NF0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0006'MARK NOT FOUND.
 NF0006
 NF0006                          STATION RECOVERY (2005)
 NF0006
 NF0006'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0006'IT LOOKS LIKE THE MARK HAS BEEN DESTROYED AS A NEW BRIDGE HAS BEEN
 NF0006'BUILT.
 NF0006
 NF0006                          STATION RECOVERY (2016)
 NF0006
 NF0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0006'MARK NOT FOUND.
 NF0006
 NF0006                          STATION RECOVERY (2016)
 NF0006
 NF0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 NF0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0004 ***********************************************************************
 OK0004  DESIGNATION -  C 190
 OK0004  PID         -  OK0004
 OK0004  STATE/COUNTY-  MI/SAGINAW
 OK0004  COUNTRY     -  US
 OK0004  USGS QUAD   -  AUBURN (2017)
 OK0004
 OK0004                         *CURRENT SURVEY CONTROL
 OK0004  ______________________________________________________________________
 OK0004* NAD 83(1986) POSITION- 43 31 33.     (N) 084 06 51.     (W)   SCALED
 OK0004* NAVD 88 ORTHO HEIGHT -   193.245 (meters)      634.00  (feet) ADJUSTED
 OK0004  ______________________________________________________________________
 OK0004  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 OK0004  DYNAMIC HEIGHT  -        193.206 (meters)      633.88  (feet) COMP
 OK0004  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 OK0004
 OK0004  VERT ORDER      -  SECOND    CLASS 0
 OK0004
 OK0004.The horizontal coordinates were scaled from a map and have
 OK0004.an estimated accuracy of +/- 6 seconds.
 OK0004
 OK0004.The orthometric height was determined by differential leveling and
 OK0004.adjusted by the NATIONAL GEODETIC SURVEY
 OK0004.in June 1991.
 OK0004
 OK0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0004.GEOID18 height accuracy estimate available here.
 OK0004
 OK0004.Click photographs - Photos may exist for this station.
 OK0004
 OK0004.The dynamic height is computed by dividing the NAVD 88
 OK0004.geopotential number by the normal gravity value computed on the
 OK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0004.degrees latitude (g = 980.6199 gals.).
 OK0004
 OK0004.The modeled gravity was interpolated from observed gravity values.
 OK0004
 OK0004;                    North         East    Units  Estimated Accuracy
 OK0004;SPC MI S     -   225,060.    4,020,410.      MT  (+/- 180 meters Scaled)
 OK0004
 OK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP332232(NAD 83)
 OK0004
 OK0004                          SUPERSEDED SURVEY CONTROL
 OK0004
 OK0004  NGVD 29 (??/??/92)  193.425  (m)          634.60   (f) ADJ UNCH    2 0
 OK0004
 OK0004.Superseded values are not recommended for survey control.
 OK0004
 OK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0004.See file dsdata.pdf to determine how the superseded data were derived.
 OK0004
 OK0004_MARKER: DB = BENCH MARK DISK
 OK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0004_STAMPING: C 190 1955
 OK0004_MARK LOGO: CGS
 OK0004_PROJECTION: FLUSH
 OK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0004+STABILITY: SURFACE MOTION
 OK0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0004+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 OK0004
 OK0004  HISTORY     - Date     Condition        Report By
 OK0004  HISTORY     - 1955     MONUMENTED       CGS
 OK0004  HISTORY     - 19940508 GOOD             USPSQD
 OK0004  HISTORY     - 20011203 GOOD             NGS
 OK0004  HISTORY     - 20031020 GOOD             NGS
 OK0004  HISTORY     - 20040418 GOOD             JCLS
 OK0004  HISTORY     - 20141212 GOOD             SPICE
 OK0004
 OK0004                          STATION DESCRIPTION
 OK0004
 OK0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OK0004'AT FREELAND.
 OK0004'AT FREELAND, SAGINAW COUNTY, 126.6 FEET SOUTHEAST OF THE
 OK0004'SOUTHEAST CORNER OF THE STATION OF THE PERE MARQUETTE RAILWAY,
 OK0004'40.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 31.8 FEET
 OK0004'NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK, 21.3 FEET
 OK0004'NORTHEAST OF MILE POST 11, 3.7 FEET NORTHWEST OF A POLE AND
 OK0004'IN LINE OF THE POLE LINE.  A STANDARD DISK STAMPED C 190 1955
 OK0004'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OK0004
 OK0004                          STATION RECOVERY (1994)
 OK0004
 OK0004'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0004'RECOVERED IN GOOD CONDITION.
 OK0004
 OK0004                          STATION RECOVERY (2001)
 OK0004
 OK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0004
 OK0004                          STATION RECOVERY (2003)
 OK0004
 OK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RRB)
 OK0004'RECOVERED IN GOOD CONDITION.
 OK0004
 OK0004                          STATION RECOVERY (2004)
 OK0004
 OK0004'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OK0004'THIS STATION IS LOCATED 1 FOOT NORTH OF A TELEGRAPH POLE, WHICH IS
 OK0004'LEANING OVER THE MONUMENT.  STATION IS NOT SUITED FOR GPS.
 OK0004
 OK0004                          STATION RECOVERY (2014)
 OK0004
 OK0004'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2014 (JRD)
 OK0004'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0366 ***********************************************************************
 NE0366  DESIGNATION -  C 192
 NE0366  PID         -  NE0366
 NE0366  STATE/COUNTY-  MI/OAKLAND
 NE0366  COUNTRY     -  US
 NE0366  USGS QUAD   -  CLARKSTON (2017)
 NE0366
 NE0366                         *CURRENT SURVEY CONTROL
 NE0366  ______________________________________________________________________
 NE0366* NAD 83(1986) POSITION- 42 40 04.     (N) 083 23 12.     (W)   SCALED
 NE0366* NAVD 88 ORTHO HEIGHT -   296.218 (meters)      971.84  (feet) ADJUSTED
 NE0366  ______________________________________________________________________
 NE0366  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 NE0366  DYNAMIC HEIGHT  -        296.129 (meters)      971.55  (feet) COMP
 NE0366  MODELED GRAVITY -    980,312.5   (mgal)                       NAVD 88
 NE0366
 NE0366  VERT ORDER      -  SECOND    CLASS 0
 NE0366
 NE0366.The horizontal coordinates were scaled from a map and have
 NE0366.an estimated accuracy of +/- 6 seconds.
 NE0366
 NE0366.The orthometric height was determined by differential leveling and
 NE0366.adjusted by the NATIONAL GEODETIC SURVEY
 NE0366.in June 1991.
 NE0366
 NE0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0366.GEOID18 height accuracy estimate available here.
 NE0366
 NE0366.Click photographs - Photos may exist for this station.
 NE0366
 NE0366.The dynamic height is computed by dividing the NAVD 88
 NE0366.geopotential number by the normal gravity value computed on the
 NE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0366.degrees latitude (g = 980.6199 gals.).
 NE0366
 NE0366.The modeled gravity was interpolated from observed gravity values.
 NE0366
 NE0366;                    North         East    Units  Estimated Accuracy
 NE0366;SPC MI S     -   130,180.    4,080,330.      MT  (+/- 180 meters Scaled)
 NE0366
 NE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH044266(NAD 83)
 NE0366
 NE0366                          SUPERSEDED SURVEY CONTROL
 NE0366
 NE0366  NGVD 29 (??/??/92)  296.308  (m)          972.14   (f) ADJ UNCH    2 0
 NE0366
 NE0366.Superseded values are not recommended for survey control.
 NE0366
 NE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0366.See file dsdata.pdf to determine how the superseded data were derived.
 NE0366
 NE0366_MARKER: DB = BENCH MARK DISK
 NE0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0366_STAMPING: C 192 1965
 NE0366_MARK LOGO: CGS
 NE0366_PROJECTION: FLUSH
 NE0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0366+STABILITY: SURFACE MOTION
 NE0366
 NE0366  HISTORY     - Date     Condition        Report By
 NE0366  HISTORY     - 1965     MONUMENTED       CGS
 NE0366  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE0366  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0366
 NE0366                          STATION DESCRIPTION
 NE0366
 NE0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0366'6 MI NW FROM PONTIAC.
 NE0366'THE MARK IS 72 FEET NORTHWEST OF THE INTERSECTION, 58 FEET WEST
 NE0366'OF CRESCENT LAKE RD AND 42 FEET NORTH OF TUBBS RD.  2.3 FEET
 NE0366'SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 4 FEET WEST OF A
 NE0366'TRANSFORMER POLE AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A
 NE0366'STANDARD DISK IN A CONCRETE POST SET FLUSH WITH THE GROUND,
 NE0366'STAMPED C 192 1965.  NOTE-- TO REACH THE MARK FROM THE INTERSECTION
 NE0366'OF AIRPORT RD. AND HIGHLAND RD, GO NORTH ON AIRPORT RD 0.35
 NE0366'MILE TO TUBBS RD, THENCE EAST 1.0 MILE TO CRESCENT LAKE RD
 NE0366'AND MARK ON LEFT.
 NE0366
 NE0366                          STATION RECOVERY (2001)
 NE0366
 NE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0366
 NE0366                          STATION RECOVERY (2001)
 NE0366
 NE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0045 ***********************************************************************
 RK0045  DESIGNATION -  C 193
 RK0045  PID         -  RK0045
 RK0045  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0045  COUNTRY     -  US
 RK0045  USGS QUAD   -  CREIGHTON (2017)
 RK0045
 RK0045                         *CURRENT SURVEY CONTROL
 RK0045  ______________________________________________________________________
 RK0045* NAD 83(1986) POSITION- 46 20 48.     (N) 086 17 24.     (W)   SCALED
 RK0045* NAVD 88 ORTHO HEIGHT -   244.131 (meters)      800.95  (feet) ADJUSTED
 RK0045  ______________________________________________________________________
 RK0045  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 RK0045  DYNAMIC HEIGHT  -        244.148 (meters)      801.01  (feet) COMP
 RK0045  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 RK0045
 RK0045  VERT ORDER      -  SECOND    CLASS 0
 RK0045
 RK0045.The horizontal coordinates were scaled from a map and have
 RK0045.an estimated accuracy of +/- 6 seconds.
 RK0045
 RK0045.The orthometric height was determined by differential leveling and
 RK0045.adjusted by the NATIONAL GEODETIC SURVEY
 RK0045.in June 1991.
 RK0045
 RK0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0045.GEOID18 height accuracy estimate available here.
 RK0045
 RK0045.Click photographs - Photos may exist for this station.
 RK0045
 RK0045.The dynamic height is computed by dividing the NAVD 88
 RK0045.geopotential number by the normal gravity value computed on the
 RK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0045.degrees latitude (g = 980.6199 gals.).
 RK0045
 RK0045.The modeled gravity was interpolated from observed gravity values.
 RK0045
 RK0045;                    North         East    Units  Estimated Accuracy
 RK0045;SPC MI N     -   174,000.    8,054,650.      MT  (+/- 180 meters Scaled)
 RK0045
 RK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES546328(NAD 83)
 RK0045
 RK0045                          SUPERSEDED SURVEY CONTROL
 RK0045
 RK0045  NGVD 29 (??/??/92)  244.093  (m)          800.83   (f) ADJ UNCH    2 0
 RK0045
 RK0045.Superseded values are not recommended for survey control.
 RK0045
 RK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0045.See file dsdata.pdf to determine how the superseded data were derived.
 RK0045
 RK0045_MARKER: DB = BENCH MARK DISK
 RK0045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RK0045_SP_SET: CULVERT HEADWALL
 RK0045_STAMPING: C 193 1964
 RK0045_MARK LOGO: CGS
 RK0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0045+STABILITY: SURFACE MOTION
 RK0045
 RK0045  HISTORY     - Date     Condition        Report By
 RK0045  HISTORY     - 1964     MONUMENTED       CGS
 RK0045  HISTORY     - 19990909 GOOD             USPSQD
 RK0045  HISTORY     - 20030728 GOOD             USPSQD
 RK0045  HISTORY     - 20060911 GOOD             USPSQD
 RK0045
 RK0045                          STATION DESCRIPTION
 RK0045
 RK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0045'0.6 MI W FROM CREIGHTON.
 RK0045'0.6 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATE HIGHWAY
 RK0045'M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 27, T 46 N,
 RK0045'R 16 W, ABOUT 150 YARDS NORTHWEST ACROSS THE TRACK AND STATE
 RK0045'HIGHWAY M 28 FROM MILEPOST 96, ABOUT 56 YARDS WEST OF THE CENTER
 RK0045'OF THE JUNCTION OF THE HIGHWAY AND THE MOST WESTERLY OF THREE
 RK0045'DRIVES LEADING NORTH TO THE PINES CAFE-CABINS AND BAR, SET IN
 RK0045'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 RK0045'10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 26 1/2 FEET NORTH
 RK0045'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK,
 RK0045'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RK0045
 RK0045                          STATION RECOVERY (1999)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0045'RECOVERED IN GOOD CONDITION.
 RK0045
 RK0045                          STATION RECOVERY (2003)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0045'RECOVERED IN GOOD CONDITION.
 RK0045
 RK0045                          STATION RECOVERY (2006)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0469 ***********************************************************************
 RJ0469  DESIGNATION -  C 194 RESET
 RJ0469  PID         -  RJ0469
 RJ0469  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0469  COUNTRY     -  US
 RJ0469  USGS QUAD   -  SENEY NW (2017)
 RJ0469
 RJ0469                         *CURRENT SURVEY CONTROL
 RJ0469  ______________________________________________________________________
 RJ0469* NAD 83(1986) POSITION- 46 22 33.     (N) 085 56 56.     (W)   SCALED
 RJ0469* NAVD 88 ORTHO HEIGHT -   227.00  (+/-2cm)      744.7   (feet) VERTCON3
 RJ0469  ______________________________________________________________________
 RJ0469  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 RJ0469  VERT ORDER      -  THIRD (See Below)
 RJ0469
 RJ0469.The horizontal coordinates were scaled from a map and have
 RJ0469.an estimated accuracy of +/- 6 seconds.
 RJ0469
 RJ0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0469
 RJ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0469.GEOID18 height accuracy estimate available here.
 RJ0469
 RJ0469.The vertical order pertains to the NGVD 29 superseded value.
 RJ0469
 RJ0469.Click photographs - Photos may exist for this station.
 RJ0469
 RJ0469;                    North         East    Units  Estimated Accuracy
 RJ0469;SPC MI N     -   177,530.    8,080,860.      MT  (+/- 180 meters Scaled)
 RJ0469
 RJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808363(NAD 83)
 RJ0469
 RJ0469                          SUPERSEDED SURVEY CONTROL
 RJ0469
 RJ0469  NGVD 29 (02/05/16)  226.96   (m)          744.6    (f) RESET       3  
 RJ0469
 RJ0469.Superseded values are not recommended for survey control.
 RJ0469
 RJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0469.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0469
 RJ0469_MARKER: DV = VERTICAL CONTROL DISK
 RJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0469_SP_SET: CULVERT
 RJ0469_STAMPING: C 194 RESET 1976
 RJ0469_MARK LOGO: NGS
 RJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0469+STABILITY: SURFACE MOTION
 RJ0469
 RJ0469  HISTORY     - Date     Condition        Report By
 RJ0469  HISTORY     - 1976     MONUMENTED       MIDH
 RJ0469  HISTORY     - 19940801 GOOD             USPSQD
 RJ0469  HISTORY     - 19990909 GOOD             USPSQD
 RJ0469  HISTORY     - 20030728 GOOD             USPSQD
 RJ0469
 RJ0469                          STATION DESCRIPTION
 RJ0469
 RJ0469'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 RJ0469'2.1 MI N FROM SENEY.
 RJ0469'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION
 RJ0469'OF STATE HIGHWAY M-28 AT SENEY, IN S 18, T 46 N, R 13 W, 74.5
 RJ0469'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 RJ0469'OF A CONCRETE MONUMENT, 56 FEET SOUTH OF A 3 FOOT CULVERT
 RJ0469'UNDER THE HIGHWAY, 2.1 FEET SOUTH OF RIGHT OF WAY MONUMENT, 2.0
 RJ0469'FEET EAST OF A STEEL POST, AND ABOUT 3.5 FEET BELOW THE LEVEL
 RJ0469'OF THE HIGHWAY.
 RJ0469
 RJ0469                          STATION RECOVERY (1994)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0469'RECOVERED IN GOOD CONDITION.
 RJ0469
 RJ0469                          STATION RECOVERY (1999)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0469'RECOVERED IN GOOD CONDITION.
 RJ0469
 RJ0469                          STATION RECOVERY (2003)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0009 ***********************************************************************
 RK0009  DESIGNATION -  C 195
 RK0009  PID         -  RK0009
 RK0009  STATE/COUNTY-  MI/ALGER
 RK0009  COUNTRY     -  US
 RK0009  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0009
 RK0009                         *CURRENT SURVEY CONTROL
 RK0009  ______________________________________________________________________
 RK0009* NAD 83(1986) POSITION- 46 33 16.22   (N) 086 12 43.63   (W)   HD_HELD1
 RK0009* NAVD 88 ORTHO HEIGHT -   288.037 (meters)      945.00  (feet) ADJUSTED
 RK0009  ______________________________________________________________________
 RK0009  GEOID HEIGHT    -        -35.550 (meters)                     GEOID18
 RK0009  DYNAMIC HEIGHT  -        288.056 (meters)      945.06  (feet) COMP
 RK0009  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 RK0009
 RK0009  VERT ORDER      -  SECOND    CLASS 0
 RK0009
 RK0009.The horizontal coordinates were determined by differentially corrected
 RK0009.hand held GPS observations or other comparable positioning techniques
 RK0009.and have an estimated accuracy of +/- 3 meters.
 RK0009
 RK0009.The orthometric height was determined by differential leveling and
 RK0009.adjusted by the NATIONAL GEODETIC SURVEY
 RK0009.in June 1991.
 RK0009
 RK0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0009.GEOID18 height accuracy estimate available here.
 RK0009
 RK0009.Click photographs - Photos may exist for this station.
 RK0009
 RK0009.The dynamic height is computed by dividing the NAVD 88
 RK0009.geopotential number by the normal gravity value computed on the
 RK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0009.degrees latitude (g = 980.6199 gals.).
 RK0009
 RK0009.The modeled gravity was interpolated from observed gravity values.
 RK0009
 RK0009;                    North         East    Units  Estimated Accuracy
 RK0009;SPC MI N     -   197,156.8   8,060,413.1     MT  (+/- 3 meters HH1 GPS) 
 RK0009
 RK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6039555961(NAD 83)
 RK0009
 RK0009                          SUPERSEDED SURVEY CONTROL
 RK0009
 RK0009  NGVD 29 (??/??/92)  287.994  (m)          944.86   (f) ADJ UNCH    2 0
 RK0009
 RK0009.Superseded values are not recommended for survey control.
 RK0009
 RK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0009.See file dsdata.pdf to determine how the superseded data were derived.
 RK0009
 RK0009_MARKER: DB = BENCH MARK DISK
 RK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0009_STAMPING: C 195 1964
 RK0009_MARK LOGO: CGS
 RK0009_PROJECTION: PROJECTING 15 CENTIMETERS
 RK0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0009+STABILITY: SURFACE MOTION
 RK0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0009+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 RK0009
 RK0009  HISTORY     - Date     Condition        Report By
 RK0009  HISTORY     - 1964     MONUMENTED       CGS
 RK0009  HISTORY     - 19940424 GOOD             LOCENG
 RK0009  HISTORY     - 20060911 GOOD             STS
 RK0009  HISTORY     - 20200709 GOOD             TRIMEE
 RK0009
 RK0009                          STATION DESCRIPTION
 RK0009
 RK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0009'18.8 MI SW FROM GRAND MARAIS.
 RK0009'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0009'CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0009'COUNTY ROADS 708, 700, AND 714, THENCE 3.7 MILES SOUTH ALONG
 RK0009'COUNTY ROAD 700, IN S 17, T 48 N, R 15 W, ON THE OUTSIDE AND AT
 RK0009'THE SOUTHWEST END OF A SHARP CURVE IN THE ROAD, AT THE JUNCTION
 RK0009'OF A DIM SAND ROAD LEADING SOUTH, 54 FEET SOUTHEAST OF THE
 RK0009'CENTER LINE OF THE ROAD, 12 FEET EAST OF THE CENTER LINE OF THE
 RK0009'SAND ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 RK0009'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0009'PROJECTING 6 INCHES.
 RK0009
 RK0009                          STATION RECOVERY (1994)
 RK0009
 RK0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0009'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0009
 RK0009                          STATION RECOVERY (2006)
 RK0009
 RK0009'RECOVERY NOTE BY STS CONSULTANTS 2006
 RK0009'RECOVERED IN GOOD CONDITION.
 RK0009
 RK0009                          STATION RECOVERY (2020)
 RK0009
 RK0009'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 RK0009'THE MARK IS 51 FT (15.5 M) EAST OF THE PAINTED CENTERLINE OF H 58 AND
 RK0009'15 FT (4.6 M) NORTH OF THE CENTERLINE OF A 2 TRACK GRAVEL SAND WOODS
 RK0009'ROAD.  PLACED A CARSONITE MARKER FACING THE MARK 2.0 FT (0.6 M)
 RK0009'EAST-SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0371 ***********************************************************************
 RJ0371  DESIGNATION -  C 196
 RJ0371  PID         -  RJ0371
 RJ0371  STATE/COUNTY-  MI/LUCE
 RJ0371  COUNTRY     -  US
 RJ0371  USGS QUAD   -  ROY LAKE (2017)
 RJ0371
 RJ0371                         *CURRENT SURVEY CONTROL
 RJ0371  ______________________________________________________________________
 RJ0371* NAD 83(1986) POSITION- 46 26 14.     (N) 085 29 13.     (W)   SCALED
 RJ0371* NAVD 88 ORTHO HEIGHT -   235.324 (meters)      772.06  (feet) ADJUSTED
 RJ0371  ______________________________________________________________________
 RJ0371  GEOID HEIGHT    -        -35.611 (meters)                     GEOID18
 RJ0371  DYNAMIC HEIGHT  -        235.338 (meters)      772.10  (feet) COMP
 RJ0371  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 RJ0371
 RJ0371  VERT ORDER      -  SECOND    CLASS 0
 RJ0371
 RJ0371.The horizontal coordinates were scaled from a map and have
 RJ0371.an estimated accuracy of +/- 6 seconds.
 RJ0371
 RJ0371.The orthometric height was determined by differential leveling and
 RJ0371.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0371.in June 1991.
 RJ0371
 RJ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0371.GEOID18 height accuracy estimate available here.
 RJ0371
 RJ0371.Click photographs - Photos may exist for this station.
 RJ0371
 RJ0371.The dynamic height is computed by dividing the NAVD 88
 RJ0371.geopotential number by the normal gravity value computed on the
 RJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0371.degrees latitude (g = 980.6199 gals.).
 RJ0371
 RJ0371.The modeled gravity was interpolated from observed gravity values.
 RJ0371
 RJ0371;                    North         East    Units  Estimated Accuracy
 RJ0371;SPC MI N     -   184,930.    8,116,260.      MT  (+/- 180 meters Scaled)
 RJ0371
 RJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS162437(NAD 83)
 RJ0371
 RJ0371                          SUPERSEDED SURVEY CONTROL
 RJ0371
 RJ0371  NGVD 29 (??/??/92)  235.286  (m)          771.93   (f) ADJ UNCH    2 0
 RJ0371
 RJ0371.Superseded values are not recommended for survey control.
 RJ0371
 RJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0371.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0371
 RJ0371_MARKER: DB = BENCH MARK DISK
 RJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0371_STAMPING: C 196 1964
 RJ0371_MARK LOGO: CGS
 RJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0371+STABILITY: SURFACE MOTION
 RJ0371
 RJ0371  HISTORY     - Date     Condition        Report By
 RJ0371  HISTORY     - 1964     MONUMENTED       CGS
 RJ0371  HISTORY     - 20040920 GOOD             USPSQD
 RJ0371  HISTORY     - 20250709 GOOD             OHM
 RJ0371
 RJ0371                          STATION DESCRIPTION
 RJ0371
 RJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0371'6.1 MI NE FROM NEWBERRY.
 RJ0371'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE SOO
 RJ0371'LINE RAILROAD STATION AT NEWBERRY, IN S 25, T 47 N, R 10 W,
 RJ0371'ABOUT 0.6 MILE SOUTHWEST OF A 50-FOOT CONCRETE BRIDGE OVER THE
 RJ0371'AUGER RIVER, 55 FEET EAST OF THE CENTER OF THE JUNCTION OF
 RJ0371'HUNTERS ROAD LEADING SOUTHEAST, 47 FEET SOUTHEAST OF THE
 RJ0371'CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF THE CENTER
 RJ0371'LINE OF THE ROAD 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 RJ0371'ABOUT LEVEL WITH THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 RJ0371'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RJ0371'INCHES.
 RJ0371
 RJ0371                          STATION RECOVERY (2004)
 RJ0371
 RJ0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0371'RECOVERED IN GOOD CONDITION.
 RJ0371
 RJ0371                          STATION RECOVERY (2025)
 RJ0371
 RJ0371'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2025 (JR)
 RJ0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0562 ***********************************************************************
 RJ0562  DESIGNATION -  C 197
 RJ0562  PID         -  RJ0562
 RJ0562  STATE/COUNTY-  MI/ALGER
 RJ0562  COUNTRY     -  US
 RJ0562  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0562
 RJ0562                         *CURRENT SURVEY CONTROL
 RJ0562  ______________________________________________________________________
 RJ0562* NAD 83(1986) POSITION- 46 38 07.     (N) 085 56 51.     (W)   SCALED
 RJ0562* NAVD 88 ORTHO HEIGHT -   258.482 (meters)      848.04  (feet) ADJUSTED
 RJ0562  ______________________________________________________________________
 RJ0562  GEOID HEIGHT    -        -35.852 (meters)                     GEOID18
 RJ0562  DYNAMIC HEIGHT  -        258.502 (meters)      848.10  (feet) COMP
 RJ0562  MODELED GRAVITY -    980,684.5   (mgal)                       NAVD 88
 RJ0562
 RJ0562  VERT ORDER      -  SECOND    CLASS 0
 RJ0562
 RJ0562.The horizontal coordinates were scaled from a map and have
 RJ0562.an estimated accuracy of +/- 6 seconds.
 RJ0562
 RJ0562.The orthometric height was determined by differential leveling and
 RJ0562.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0562.in June 1991.
 RJ0562
 RJ0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0562.GEOID18 height accuracy estimate available here.
 RJ0562
 RJ0562.Click photographs - Photos may exist for this station.
 RJ0562
 RJ0562.The dynamic height is computed by dividing the NAVD 88
 RJ0562.geopotential number by the normal gravity value computed on the
 RJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0562.degrees latitude (g = 980.6199 gals.).
 RJ0562
 RJ0562.The modeled gravity was interpolated from observed gravity values.
 RJ0562
 RJ0562;                    North         East    Units  Estimated Accuracy
 RJ0562;SPC MI N     -   206,370.    8,080,580.      MT  (+/- 180 meters Scaled)
 RJ0562
 RJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805651(NAD 83)
 RJ0562
 RJ0562                          SUPERSEDED SURVEY CONTROL
 RJ0562
 RJ0562  NGVD 29 (??/??/92)  258.441  (m)          847.90   (f) ADJ UNCH    2 0
 RJ0562
 RJ0562.Superseded values are not recommended for survey control.
 RJ0562
 RJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0562.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0562
 RJ0562_MARKER: DB = BENCH MARK DISK
 RJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0562_STAMPING: C 197 1964
 RJ0562_MARK LOGO: CGS
 RJ0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0562+STABILITY: SURFACE MOTION
 RJ0562
 RJ0562  HISTORY     - Date     Condition        Report By
 RJ0562  HISTORY     - 1964     MONUMENTED       CGS
 RJ0562  HISTORY     - 19930605 GOOD             LOCENG
 RJ0562  HISTORY     - 19940801 GOOD             USPSQD
 RJ0562
 RJ0562                          STATION DESCRIPTION
 RJ0562
 RJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0562'4.4 MI SE FROM GRAND MARAIS.
 RJ0562'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0562'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0562'714, THENCE 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD 714,
 RJ0562'THENCE 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD 703, IN S 21,
 RJ0562'T 49 N, R 13 W, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RJ0562'AT THE JUNCTION OF AN OLD DIM WOODS ROAD LEADING NORTHEAST, 25
 RJ0562'FEET NORTH OF THE MORE SOUTHWESTERLY OF TWO 24-INCH BIRCH TREES,
 RJ0562'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0562'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0562
 RJ0562                          STATION RECOVERY (1993)
 RJ0562
 RJ0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0562'RECOVERED AS DESCRIBED.
 RJ0562
 RJ0562                          STATION RECOVERY (1994)
 RJ0562
 RJ0562'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0321 ***********************************************************************
 RJ0321  DESIGNATION -  C 198
 RJ0321  PID         -  RJ0321
 RJ0321  STATE/COUNTY-  MI/LUCE
 RJ0321  COUNTRY     -  US
 RJ0321  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0321
 RJ0321                         *CURRENT SURVEY CONTROL
 RJ0321  ______________________________________________________________________
 RJ0321* NAD 83(1986) POSITION- 46 38 52.     (N) 085 24 50.     (W)   SCALED
 RJ0321* NAVD 88 ORTHO HEIGHT -   217.876 (meters)      714.81  (feet) ADJUSTED
 RJ0321  ______________________________________________________________________
 RJ0321  GEOID HEIGHT    -        -36.203 (meters)                     GEOID18
 RJ0321  DYNAMIC HEIGHT  -        217.892 (meters)      714.87  (feet) COMP
 RJ0321  MODELED GRAVITY -    980,683.1   (mgal)                       NAVD 88
 RJ0321
 RJ0321  VERT ORDER      -  SECOND    CLASS 0
 RJ0321
 RJ0321.The horizontal coordinates were scaled from a map and have
 RJ0321.an estimated accuracy of +/- 6 seconds.
 RJ0321
 RJ0321.The orthometric height was determined by differential leveling and
 RJ0321.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0321.in June 1991.
 RJ0321
 RJ0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0321.GEOID18 height accuracy estimate available here.
 RJ0321
 RJ0321.Click photographs - Photos may exist for this station.
 RJ0321
 RJ0321.The dynamic height is computed by dividing the NAVD 88
 RJ0321.geopotential number by the normal gravity value computed on the
 RJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0321.degrees latitude (g = 980.6199 gals.).
 RJ0321
 RJ0321.The modeled gravity was interpolated from observed gravity values.
 RJ0321
 RJ0321;                    North         East    Units  Estimated Accuracy
 RJ0321;SPC MI N     -   208,440.    8,121,410.      MT  (+/- 180 meters Scaled)
 RJ0321
 RJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS213672(NAD 83)
 RJ0321
 RJ0321                          SUPERSEDED SURVEY CONTROL
 RJ0321
 RJ0321  NGVD 29 (??/??/92)  217.835  (m)          714.68   (f) ADJ UNCH    2 0
 RJ0321
 RJ0321.Superseded values are not recommended for survey control.
 RJ0321
 RJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0321.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0321
 RJ0321_MARKER: DB = BENCH MARK DISK
 RJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0321_STAMPING: C 198 1964
 RJ0321_MARK LOGO: CGS
 RJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0321+STABILITY: SURFACE MOTION
 RJ0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0321+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2010
 RJ0321
 RJ0321  HISTORY     - Date     Condition        Report By
 RJ0321  HISTORY     - 1964     MONUMENTED       CGS
 RJ0321  HISTORY     - 20101023 GOOD             MIDT
 RJ0321
 RJ0321                          STATION DESCRIPTION
 RJ0321
 RJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0321'14.8 MI SE FROM DEER PARK.
 RJ0321'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0321'LODGE AT DEER PARK, THENCE 12.0 MILES EAST ALONG COUNTY ROADS
 RJ0321'410, 412 AND 414, IN S 15, T 49 N, R 9 W, ABOUT 0.1 MILE WEST
 RJ0321'OF THE PIKE LAKE STORE AND SERVICE STATION, AT THE JUNCTION
 RJ0321'OF A SAND ROAD LEADING SOUTH TO THE PIKE LAKE CAMP GROUNDS, 43
 RJ0321'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF THE
 RJ0321'CENTER LINE OF THE SAND ROAD, 1.4 FEET NORTH OF A METAL WITNESS
 RJ0321'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0321'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0321
 RJ0321                          STATION RECOVERY (2010)
 RJ0321
 RJ0321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 RJ0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0304 ***********************************************************************
 RJ0304  DESIGNATION -  C 20
 RJ0304  PID         -  RJ0304
 RJ0304  STATE/COUNTY-  MI/LUCE
 RJ0304  COUNTRY     -  US
 RJ0304  USGS QUAD   -  BETSY LAKE SW (2017)
 RJ0304
 RJ0304                         *CURRENT SURVEY CONTROL
 RJ0304  ______________________________________________________________________
 RJ0304* NAD 83(1986) POSITION- 46 30 34.     (N) 085 25 29.     (W)   SCALED
 RJ0304* NAVD 88 ORTHO HEIGHT -   255.744 (meters)      839.05  (feet) ADJUSTED
 RJ0304  ______________________________________________________________________
 RJ0304  GEOID HEIGHT    -        -35.851 (meters)                     GEOID18
 RJ0304  DYNAMIC HEIGHT  -        255.758 (meters)      839.10  (feet) COMP
 RJ0304  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 RJ0304
 RJ0304  VERT ORDER      -  SECOND    CLASS 0
 RJ0304
 RJ0304.The horizontal coordinates were scaled from a map and have
 RJ0304.an estimated accuracy of +/- 6 seconds.
 RJ0304
 RJ0304.The orthometric height was determined by differential leveling and
 RJ0304.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0304.in June 1991.
 RJ0304
 RJ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0304.GEOID18 height accuracy estimate available here.
 RJ0304
 RJ0304.Click photographs - Photos may exist for this station.
 RJ0304
 RJ0304.The dynamic height is computed by dividing the NAVD 88
 RJ0304.geopotential number by the normal gravity value computed on the
 RJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0304.degrees latitude (g = 980.6199 gals.).
 RJ0304
 RJ0304.The modeled gravity was interpolated from observed gravity values.
 RJ0304
 RJ0304;                    North         East    Units  Estimated Accuracy
 RJ0304;SPC MI N     -   193,050.    8,120,880.      MT  (+/- 180 meters Scaled)
 RJ0304
 RJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS208518(NAD 83)
 RJ0304
 RJ0304                          SUPERSEDED SURVEY CONTROL
 RJ0304
 RJ0304  NGVD 29 (??/??/92)  255.700  (m)          838.91   (f) ADJ UNCH    2 0
 RJ0304
 RJ0304.Superseded values are not recommended for survey control.
 RJ0304
 RJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0304.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0304
 RJ0304_MARKER: DD = SURVEY DISK
 RJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0304_STAMPING: C 20 1950 ARMY MAP SERVICE
 RJ0304_MARK LOGO: USACE
 RJ0304_PROJECTION: FLUSH
 RJ0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0304+STABILITY: SURFACE MOTION
 RJ0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0304+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 RJ0304
 RJ0304  HISTORY     - Date     Condition        Report By
 RJ0304  HISTORY     - 1950     MONUMENTED       AMS
 RJ0304  HISTORY     - 1964     GOOD             CGS
 RJ0304  HISTORY     - 19960709 GOOD             NGS
 RJ0304  HISTORY     - 20040920 GOOD             USPSQD
 RJ0304
 RJ0304                          STATION DESCRIPTION
 RJ0304
 RJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0304'12.9 MI NE FROM NEWBERRY.
 RJ0304'ABOUT 12.9 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE
 RJ0304'SOO LINE RAILROAD STATION AT NEWBERRY, IN S 34, T 48 N, R 9 W,
 RJ0304'41 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF FORDNEY
 RJ0304'TOWER ROAD LEADING NORTHEAST, 32 FEET EAST OF THE CENTER LINE
 RJ0304'OF THE HIGHWAY, 11 FEET SOUTH OF A 24-INCH HEMLOCK TREE, 11
 RJ0304'FEET NORTHWEST OF A 36-INCH BEECH TREE, 1.2 FEET NORTH OF A
 RJ0304'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 RJ0304'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RJ0304
 RJ0304                          STATION RECOVERY (1996)
 RJ0304
 RJ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ0304'39.1 KM (24.30 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 RJ0304'OF WHITEFISH ROAD IN PARADISE, 13.8 M (45.3 FT) SOUTH OF THE CENTER OF
 RJ0304'FORDNEY TOWER ROAD, 10.0 M (32.8 FT) EAST OF THE HIGHWAY CENTERLINE,
 RJ0304'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF
 RJ0304'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 RJ0304
 RJ0304                          STATION RECOVERY (2004)
 RJ0304
 RJ0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0144 ***********************************************************************
 NF0144  DESIGNATION -  C 20
 NF0144  PID         -  NF0144
 NF0144  STATE/COUNTY-  MI/WASHTENAW
 NF0144  COUNTRY     -  US
 NF0144  USGS QUAD   -  CHELSEA (2017)
 NF0144
 NF0144                         *CURRENT SURVEY CONTROL
 NF0144  ______________________________________________________________________
 NF0144* NAD 83(2011) POSITION- 42 17 29.52193(N) 084 05 30.34505(W)   ADJUSTED
 NF0144* NAD 83(2011) ELLIP HT-   265.017 (meters)        (06/27/12)   ADJUSTED
 NF0144* NAD 83(2011) EPOCH   -  2010.00
 NF0144* NAVD 88 ORTHO HEIGHT -   299.060 (meters)      981.17  (feet) ADJUSTED
 NF0144  ______________________________________________________________________
 NF0144  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 NF0144  NAD 83(2011) X  -    486,418.398 (meters)                     COMP
 NF0144  NAD 83(2011) Y  - -4,700,364.250 (meters)                     COMP
 NF0144  NAD 83(2011) Z  -  4,269,791.786 (meters)                     COMP
 NF0144  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 NF0144  DYNAMIC HEIGHT  -        298.960 (meters)      980.84  (feet) COMP
 NF0144  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 NF0144
 NF0144  VERT ORDER      -  FIRST     CLASS II
 NF0144
 NF0144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0144  Standards:
 NF0144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0144  -------------------------------------------------------------------
 NF0144  NETWORK    0.43   1.10           0.19   0.16   0.56      0.05523801
 NF0144  -------------------------------------------------------------------
 NF0144  Click here for local accuracies and other accuracy information.
 NF0144
 NF0144.The horizontal coordinates were established by GPS observations
 NF0144.and adjusted by the National Geodetic Survey in June 2012.
 NF0144
 NF0144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0144.been affixed to the stable North American tectonic plate. See 
 NF0144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0144
 NF0144.The horizontal coordinates are valid at the epoch date displayed above
 NF0144.which is a decimal equivalence of Year/Month/Day.
 NF0144
 NF0144.The orthometric height was determined by differential leveling and
 NF0144.adjusted by the NATIONAL GEODETIC SURVEY
 NF0144.in June 1991.
 NF0144
 NF0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0144.GEOID18 height accuracy estimate available here.
 NF0144
 NF0144.Click photographs - Photos may exist for this station.
 NF0144
 NF0144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0144
 NF0144.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0144
 NF0144.The ellipsoidal height was determined by GPS observations
 NF0144.and is referenced to NAD 83.
 NF0144
 NF0144.The dynamic height is computed by dividing the NAVD 88
 NF0144.geopotential number by the normal gravity value computed on the
 NF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0144.degrees latitude (g = 980.6199 gals.).
 NF0144
 NF0144.The modeled gravity was interpolated from observed gravity values.
 NF0144
 NF0144. The following values were computed from the NAD 83(2011) position.
 NF0144
 NF0144;                    North         East     Units Scale Factor Converg.
 NF0144;SPC MI S     -    87,959.164 4,022,670.818   MT  0.99996016   +0 11 13.5
 NF0144;SPC MI S     -   288,579.93 13,197,738.90   iFT  0.99996016   +0 11 13.5
 NF0144;UTM  16      - 4,686,242.142   739,760.703   MT  1.00030736   +1 57 28.4
 NF0144
 NF0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0144!SPC MI S     -   0.99995844  x   0.99996016  =   0.99991860
 NF0144!UTM  16      -   0.99995844  x   1.00030736  =   1.00026578
 NF0144
 NF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3976086242(NAD 83)
 NF0144
 NF0144                          SUPERSEDED SURVEY CONTROL
 NF0144
 NF0144  NAD 83(2007)-  42 17 29.52211(N)    084 05 30.34599(W) AD(2002.00) 1
 NF0144  ELLIP H (09/24/08)  265.022  (m)                       GP(2002.00) 3 1
 NF0144  NAVD 88             299.06   (m)          981.2    (f) LEVELING    3  
 NF0144  NGVD 29 (??/??/92)  299.179  (m)          981.56   (f) ADJ UNCH    1 2
 NF0144
 NF0144.Superseded values are not recommended for survey control.
 NF0144
 NF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0144.See file dsdata.pdf to determine how the superseded data were derived.
 NF0144
 NF0144_MARKER: DB = BENCH MARK DISK
 NF0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0144_STAMPING: ELEV 981.556 FT C 20 1916
 NF0144_MARK LOGO: CGS
 NF0144_PROJECTION: FLUSH
 NF0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0144+STABILITY: SURFACE MOTION
 NF0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0144+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2016
 NF0144
 NF0144  HISTORY     - Date     Condition        Report By
 NF0144  HISTORY     - 1916     MONUMENTED       CGS
 NF0144  HISTORY     - 1934     GOOD             CGS
 NF0144  HISTORY     - 1973     MARK NOT FOUND   USGS
 NF0144  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0144  HISTORY     - 19981025 GOOD             USPSQD
 NF0144  HISTORY     - 20070702 GOOD             MIDT
 NF0144  HISTORY     - 20160218 GOOD             ADVGEO
 NF0144
 NF0144                          STATION DESCRIPTION
 NF0144
 NF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0144'2.7 MI E FROM FRANCISCO.
 NF0144'IN WASHTENAW COUNTY, 2.7 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0144'RAILROAD FROM THE STATION AT FRANCISCO, JACKSON COUNTY, AT THE
 NF0144'CROSSING OF A DIRT ROAD LEADING NORTHWEST FROM SYLVAN, AND AT
 NF0144'THE NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED ELEV
 NF0144'981.556 FT C 20 1916 AND SET IN THE TOP OF A CONCRETE POST
 NF0144'PROJECTING 2 INCHES ABOVE GROUND.
 NF0144
 NF0144                          STATION RECOVERY (1973)
 NF0144
 NF0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0144'MARK NOT FOUND.
 NF0144
 NF0144                          STATION RECOVERY (1985)
 NF0144
 NF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0144'MARK NOT FOUND.
 NF0144
 NF0144                          STATION RECOVERY (1998)
 NF0144
 NF0144'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0144'RECOVERED IN GOOD CONDITION.
 NF0144
 NF0144                          STATION RECOVERY (2007)
 NF0144
 NF0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0144'THE STATION IS 56 FT (17.1 M) NORTHEAST OF A RAILROAD CROSSING GATE,
 NF0144'45.5 FT (13.9 M) NORTH OF THE NORTH RAIL, 42 FT (12.8 M) EAST OF THE
 NF0144'CENTERLINE OF FAHRNER ROAD.
 NF0144
 NF0144                          STATION RECOVERY (2016)
 NF0144
 NF0144'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (RNK)
 NF0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0040 ***********************************************************************
 NE0040  DESIGNATION -  C 20 USLS
 NE0040  PID         -  NE0040
 NE0040  STATE/COUNTY-  MI/ST CLAIR
 NE0040  COUNTRY     -  US
 NE0040  USGS QUAD   -  PORT HURON (2017)
 NE0040
 NE0040                         *CURRENT SURVEY CONTROL
 NE0040  ______________________________________________________________________
 NE0040* NAD 83(1986) POSITION- 42 54 30.     (N) 082 28 00.     (W)   SCALED
 NE0040* NAVD 88 ORTHO HEIGHT -   178.130 (meters)      584.41  (feet) ADJUSTED
 NE0040  ______________________________________________________________________
 NE0040  GEOID HEIGHT    -        -34.942 (meters)                     GEOID18
 NE0040  DYNAMIC HEIGHT  -        178.084 (meters)      584.26  (feet) COMP
 NE0040  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 NE0040
 NE0040  VERT ORDER      -  FIRST     CLASS 0
 NE0040
 NE0040.The horizontal coordinates were scaled from a map and have
 NE0040.an estimated accuracy of +/- 6 seconds.
 NE0040
 NE0040.The orthometric height was determined by differential leveling and
 NE0040.adjusted by the NATIONAL GEODETIC SURVEY
 NE0040.in June 1991.
 NE0040
 NE0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0040.GEOID18 height accuracy estimate available here.
 NE0040
 NE0040.Click photographs - Photos may exist for this station.
 NE0040
 NE0040.The dynamic height is computed by dividing the NAVD 88
 NE0040.geopotential number by the normal gravity value computed on the
 NE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0040.degrees latitude (g = 980.6199 gals.).
 NE0040
 NE0040.The modeled gravity was interpolated from observed gravity values.
 NE0040
 NE0040;                    North         East    Units  Estimated Accuracy
 NE0040;SPC MI S     -   158,190.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0040
 NE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802516(NAD 83)
 NE0040
 NE0040                          SUPERSEDED SURVEY CONTROL
 NE0040
 NE0040  NGVD 29 (??/??/92)  178.251  (m)          584.81   (f) ADJ UNCH    1 0
 NE0040
 NE0040.Superseded values are not recommended for survey control.
 NE0040
 NE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0040.See file dsdata.pdf to determine how the superseded data were derived.
 NE0040
 NE0040_MARKER: DD = SURVEY DISK
 NE0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0040_SP_SET: CATCH BASIN
 NE0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0040
 NE0040  HISTORY     - Date     Condition        Report By
 NE0040  HISTORY     - 1929     MONUMENTED       USLS
 NE0040  HISTORY     - 1970     GOOD             USLS
 NE0040  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0040  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0040  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0040
 NE0040                          STATION DESCRIPTION
 NE0040
 NE0040'DESCRIBED BY US LAKE SURVEY 1970
 NE0040'AT MARYSVILLE.
 NE0040'C 20 IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ABOUT 500
 NE0040'FEET NORTHEAST OF CENTERLINE OF HURON BLVD., 59.0 FEET
 NE0040'NORTHWESTERLY OF UTILITY POLE NO. G4729, 39.3 FEET SOUTH OF
 NE0040'UTILITY POLE NO. 6554, 22 FEET WEST OF CENTERLINE OF RIVER ROAD
 NE0040'(OLD M-29), 15.3 FEET NORTH OF CENTER OF A CIRCULAR CATCH BASIN,
 NE0040'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0040'INTO THE TOP OF A CONCRETE WING WALL. NOTE-- PREV. DESIG. BM
 NE0040'C20 1929
 NE0040
 NE0040                          STATION RECOVERY (1980)
 NE0040
 NE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0040'NOT RECOVERED, A HEADWALL WAS FOUND AT THE LOCATION BUT WAS FLUSH
 NE0040'WITH THE GROUND WITH ONLY THE CENTER INTACT, THE AREA IS NOW A PARKING
 NE0040'LOT FOR THE CITY PARK.
 NE0040
 NE0040                          STATION RECOVERY (1983)
 NE0040
 NE0040'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0040'MARK NOT FOUND.
 NE0040
 NE0040                          STATION RECOVERY (2003)
 NE0040
 NE0040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0278 ***********************************************************************
 QK0278  DESIGNATION -  C 200
 QK0278  PID         -  QK0278
 QK0278  STATE/COUNTY-  MI/MACKINAC
 QK0278  COUNTRY     -  US
 QK0278  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0278
 QK0278                         *CURRENT SURVEY CONTROL
 QK0278  ______________________________________________________________________
 QK0278* NAD 83(1986) POSITION- 45 52 06.     (N) 084 47 53.     (W)   SCALED
 QK0278* NAVD 88 ORTHO HEIGHT -   178.311 (meters)      585.01  (feet) ADJUSTED
 QK0278  ______________________________________________________________________
 QK0278  GEOID HEIGHT    -        -35.275 (meters)                     GEOID18
 QK0278  DYNAMIC HEIGHT  -        178.318 (meters)      585.03  (feet) COMP
 QK0278  MODELED GRAVITY -    980,652.5   (mgal)                       NAVD 88
 QK0278
 QK0278  VERT ORDER      -  FIRST     CLASS 0
 QK0278
 QK0278.The horizontal coordinates were scaled from a map and have
 QK0278.an estimated accuracy of +/- 6 seconds.
 QK0278
 QK0278.The orthometric height was determined by differential leveling and
 QK0278.adjusted by the NATIONAL GEODETIC SURVEY
 QK0278.in June 1991.
 QK0278
 QK0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0278.GEOID18 height accuracy estimate available here.
 QK0278
 QK0278.Click photographs - Photos may exist for this station.
 QK0278
 QK0278.The dynamic height is computed by dividing the NAVD 88
 QK0278.geopotential number by the normal gravity value computed on the
 QK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0278.degrees latitude (g = 980.6199 gals.).
 QK0278
 QK0278.The modeled gravity was interpolated from observed gravity values.
 QK0278
 QK0278;                    North         East    Units  Estimated Accuracy
 QK0278;SPC MI N     -   122,970.    8,170,940.      MT  (+/- 180 meters Scaled)
 QK0278
 QK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR709817(NAD 83)
 QK0278
 QK0278                          SUPERSEDED SURVEY CONTROL
 QK0278
 QK0278  NGVD 29 (??/??/92)  178.34   (m)          585.1    (f) COMPUTED    1 0
 QK0278
 QK0278.Superseded values are not recommended for survey control.
 QK0278
 QK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0278.See file dsdata.pdf to determine how the superseded data were derived.
 QK0278
 QK0278_MARKER: DB = BENCH MARK DISK
 QK0278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0278_SP_SET: BOX CULVERT HEADWALL
 QK0278_STAMPING: C 200 1972
 QK0278_MARK LOGO: CGS
 QK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0278+STABILITY: SURFACE MOTION
 QK0278
 QK0278  HISTORY     - Date     Condition        Report By
 QK0278  HISTORY     - 1972     MONUMENTED       NGS
 QK0278  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0278  HISTORY     - 20130523 MARK NOT FOUND   MIDT
 QK0278
 QK0278                          STATION DESCRIPTION
 QK0278
 QK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0278'3.8 MI NW FROM ST IGNACE.
 QK0278'ABOUT 3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I 75
 QK0278'UNDERPASS AT ST IGNACE, SET IN THE TOP OF THE SOUTHEAST END
 QK0278'OF THE NORTHEAST HEADWALL FOR AN 8-FOOT CONCRETE BOX CULVERT
 QK0278'UNDER THE HIGHWAY FOR MORAN RIVER, 39 FEET NORTHEAST OF THE
 QK0278'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST
 QK0278'END OF THE HEADWALL AND 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QK0278
 QK0278                          STATION RECOVERY (1995)
 QK0278
 QK0278'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0278'MARK NOT FOUND.
 QK0278
 QK0278                          STATION RECOVERY (2013)
 QK0278
 QK0278'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 QK0278'STATION APPARENTLY DESTROYED IN PREVIOUS 1980 S U.S. HIGHWAY 2
 QK0278'CONSTRUCTION WORK. THE 1979 US-2 PLANS, JOB NUMBER 12257A, SHEET
 QK0278'NUMBER 5, SHOWS BENCH MARK  C 200  AS BEING REMOVED. THE CULVERT UNDER
 QK0278'THE HIGHWAY WAS EXTENDED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0430 ***********************************************************************
 QK0430  DESIGNATION -  C 200 RESET
 QK0430  PID         -  QK0430
 QK0430  STATE/COUNTY-  MI/MACKINAC
 QK0430  COUNTRY     -  US
 QK0430  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0430
 QK0430                         *CURRENT SURVEY CONTROL
 QK0430  ______________________________________________________________________
 QK0430* NAD 83(1986) POSITION- 45 52 08.7    (N) 084 47 55.6    (W)   HD_HELD2
 QK0430* NAVD 88 ORTHO HEIGHT -   179.67  (meters)      589.5   (feet) RESET
 QK0430  ______________________________________________________________________
 QK0430  GEOID HEIGHT    -        -35.274 (meters)                     GEOID18
 QK0430  VERT ORDER      -  THIRD
 QK0430
 QK0430.The horizontal coordinates were established by autonomous hand held GPS
 QK0430.observations and have an estimated accuracy of +/- 10 meters.
 QK0430
 QK0430.The orthometric height was computed from unverified reset data.
 QK0430
 QK0430.No vertical observational check was made to the station.
 QK0430
 QK0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0430.GEOID18 height accuracy estimate available here.
 QK0430
 QK0430.Click photographs - Photos may exist for this station.
 QK0430
 QK0430;                    North         East    Units  Estimated Accuracy
 QK0430;SPC MI N     -   123,048.    8,170,882.      MT  (+/- 10 meters HH2 GPS)
 QK0430
 QK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7084681858(NAD 83)
 QK0430
 QK0430                          SUPERSEDED SURVEY CONTROL
 QK0430
 QK0430.No superseded survey control is available for this station.
 QK0430
 QK0430_MARKER: DV = VERTICAL CONTROL DISK
 QK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0430_STAMPING: C 200 RESET 1979
 QK0430_MARK LOGO: NGS
 QK0430_PROJECTION: PROJECTING 3 CENTIMETERS
 QK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0430+STABILITY: SURFACE MOTION
 QK0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0430+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2013
 QK0430
 QK0430  HISTORY     - Date     Condition        Report By
 QK0430  HISTORY     - 1979     MONUMENTED       MIDH
 QK0430  HISTORY     - 20030606 GOOD             USPSQD
 QK0430  HISTORY     - 20060830 GOOD             USPSQD
 QK0430  HISTORY     - 20080731 GOOD             MIDT
 QK0430  HISTORY     - 20130523 GOOD             MIDT
 QK0430
 QK0430                          STATION DESCRIPTION
 QK0430
 QK0430'DESCRIBED BY MI DEPT OF HIGHWAYS 1979
 QK0430'3.85 MI NW FROM ST IGNACE.
 QK0430'3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I-75 UNDERPASS IN
 QK0430'ST. IGNACE, 104.0 FEET NORTH OF THE CENTERLINE OF U.S. 2, 50 FEET
 QK0430'NORTHWEST OF THE CENTERLINE OF MORAN RIVER, 23 FEET EAST OF A
 QK0430'TELEPHONE JUNCTION POST.
 QK0430'THE MARK IS 5.7 FT  SE FROM A WITNESS POST.
 QK0430
 QK0430                          STATION RECOVERY (2003)
 QK0430
 QK0430'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0430'RECOVERED IN GOOD CONDITION.
 QK0430
 QK0430                          STATION RECOVERY (2006)
 QK0430
 QK0430'RECOVERY NOTE BY US POWER SQUADRON 2006
 QK0430'MARK IS 2 FT FROM WITNESS POST, NOT 5.7 FT.
 QK0430
 QK0430                          STATION RECOVERY (2008)
 QK0430
 QK0430'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008
 QK0430'MARK FALLS ON EASTERLY EDGE OF OLD GRAVEL DRIVE (NOT IN USE).  S40E -
 QK0430'23 FEET FROM EASTERLY TELEPHONE JUNCTION POST OF TWO AND N40W - 2.3
 QK0430'FEET FROM METAL WITNESS POST.  MARK IS 0.2 FEET BELOW GROUND.  SET 5/8
 QK0430'INCH BY 24 INCH REBAR ON NORTHERLY EDGE OF CONCRETE MONUMENT.
 QK0430
 QK0430                          STATION RECOVERY (2013)
 QK0430
 QK0430'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 QK0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0390 ***********************************************************************
 RJ0390  DESIGNATION -  C 201
 RJ0390  PID         -  RJ0390
 RJ0390  STATE/COUNTY-  MI/MACKINAC
 RJ0390  COUNTRY     -  US
 RJ0390  USGS QUAD   -  EPOUFETTE (2017)
 RJ0390
 RJ0390                         *CURRENT SURVEY CONTROL
 RJ0390  ______________________________________________________________________
 RJ0390* NAD 83(1986) POSITION- 46 03 26.5    (N) 085 09 43.6    (W)   HD_HELD2
 RJ0390* NAVD 88 ORTHO HEIGHT -   221.343 (meters)      726.19  (feet) ADJUSTED
 RJ0390  ______________________________________________________________________
 RJ0390  GEOID HEIGHT    -        -34.902 (meters)                     GEOID18
 RJ0390  DYNAMIC HEIGHT  -        221.358 (meters)      726.24  (feet) COMP
 RJ0390  MODELED GRAVITY -    980,676.1   (mgal)                       NAVD 88
 RJ0390
 RJ0390  VERT ORDER      -  FIRST     CLASS 0
 RJ0390
 RJ0390.The horizontal coordinates were established by autonomous hand held GPS
 RJ0390.observations and have an estimated accuracy of +/- 10 meters.
 RJ0390
 RJ0390.The orthometric height was determined by differential leveling and
 RJ0390.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0390.in June 1991.
 RJ0390
 RJ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0390.GEOID18 height accuracy estimate available here.
 RJ0390
 RJ0390.Click photographs - Photos may exist for this station.
 RJ0390
 RJ0390.The dynamic height is computed by dividing the NAVD 88
 RJ0390.geopotential number by the normal gravity value computed on the
 RJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0390.degrees latitude (g = 980.6199 gals.).
 RJ0390
 RJ0390.The modeled gravity was interpolated from observed gravity values.
 RJ0390
 RJ0390;                    North         East    Units  Estimated Accuracy
 RJ0390;SPC MI N     -   143,249.    8,142,196.      MT  (+/- 10 meters HH2 GPS)
 RJ0390
 RJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4216302062(NAD 83)
 RJ0390
 RJ0390                          SUPERSEDED SURVEY CONTROL
 RJ0390
 RJ0390  NGVD 29 (??/??/92)  221.383  (m)          726.32   (f) ADJ UNCH    1 0
 RJ0390
 RJ0390.Superseded values are not recommended for survey control.
 RJ0390
 RJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0390.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0390
 RJ0390_MARKER: DB = BENCH MARK DISK
 RJ0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0390_STAMPING: C 201 1972
 RJ0390_MARK LOGO: CGS
 RJ0390_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0390_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0390+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2017
 RJ0390
 RJ0390  HISTORY     - Date     Condition        Report By
 RJ0390  HISTORY     - 1972     MONUMENTED       NGS
 RJ0390  HISTORY     - 1984     GOOD             NGS
 RJ0390  HISTORY     - 19950814 GOOD             USPSQD
 RJ0390  HISTORY     - 20010331 GOOD             NGS
 RJ0390  HISTORY     - 20030606 GOOD             USPSQD
 RJ0390  HISTORY     - 20060830 GOOD             USPSQD
 RJ0390  HISTORY     - 20101025 GOOD             MIDT
 RJ0390  HISTORY     - 20170714 GOOD             MIDT
 RJ0390
 RJ0390                          STATION DESCRIPTION
 RJ0390
 RJ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0390'6.3 MI NE FROM BREVORT.
 RJ0390'ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0390'LUTHERAN CHURCH AT BREVORT, ABOUT 0.4 MILE NORTHWEST OF THE
 RJ0390'JUNCTION OF HIAWATHA TRAIL, 161 FEET EAST OF THE CENTER OF THE
 RJ0390'JUNCTION OF DRIVEWAY TO A LARGE 1 1/2 STORY HOUSE WITH GREY
 RJ0390'SIDING, 82 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RJ0390'83 1/2 FEET NORTH OF THE NORTHWEST END OF AN 18-INCH PIPE
 RJ0390'CULVERT UNDER AN OLD ROAD TO THE NE, 2 1/2 FEET NORTHEAST TO
 RJ0390'POWER POLE EK 3 456 231M, IN LINE WITH A ROW OF POLES, 1.4 FEET
 RJ0390'NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 RJ0390'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0390'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0390'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0390'A DEPTH OF 40 FEET.  SECTION 10, T 42 N, R 7 W.
 RJ0390
 RJ0390                          STATION RECOVERY (1984)
 RJ0390
 RJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (1995)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (2001)
 RJ0390
 RJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0390
 RJ0390                          STATION RECOVERY (2003)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (2006)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (2010)
 RJ0390
 RJ0390'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (LEW)
 RJ0390'STATION IS LOCATED 0.39 MILES NORTHWEST ALONG US-2 FROM INTERSECTION
 RJ0390'OF US-2 AND HIAWATHA TRAIL, 82.5 FEET NORTHEAST OF CENTERLINE US-2, IN
 RJ0390'LINE WITH EAST WALL OF ATTACHED GARAGE OF HOUSE 'W6137' ON SOUTH SIDE
 RJ0390'OF US-2, BELOW POWER LINE TO NORTHEAST, N30E-1.7 FEET OF FACE OF POWER
 RJ0390'POLE AND 1.2 FEET WEST OF A METAL WITNESS POST.
 RJ0390'
 RJ0390'THE MARK IS A STANDARD U.S COAST AND GEODETIC SURVEY BENCH MARK DISK
 RJ0390'STAMPED 'C 201 1972' AND ENCASED BY A 4 INCH METAL PIPE.
 RJ0390
 RJ0390                          STATION RECOVERY (2017)
 RJ0390
 RJ0390'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 RJ0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0508 ***********************************************************************
 RJ0508  DESIGNATION -  C 202
 RJ0508  PID         -  RJ0508
 RJ0508  STATE/COUNTY-  MI/MACKINAC
 RJ0508  COUNTRY     -  US
 RJ0508  USGS QUAD   -  GOULD CITY (2017)
 RJ0508
 RJ0508                         *CURRENT SURVEY CONTROL
 RJ0508  ______________________________________________________________________
 RJ0508* NAD 83(1986) POSITION- 46 06 04.0    (N) 085 42 40.2    (W)   HD_HELD2
 RJ0508* NAVD 88 ORTHO HEIGHT -   229.275 (meters)      752.21  (feet) ADJUSTED
 RJ0508  ______________________________________________________________________
 RJ0508  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 RJ0508  DYNAMIC HEIGHT  -        229.287 (meters)      752.25  (feet) COMP
 RJ0508  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 RJ0508
 RJ0508  VERT ORDER      -  FIRST     CLASS 0
 RJ0508
 RJ0508.The horizontal coordinates were established by autonomous hand held GPS
 RJ0508.observations and have an estimated accuracy of +/- 10 meters.
 RJ0508
 RJ0508.The orthometric height was determined by differential leveling and
 RJ0508.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0508.in June 1991.
 RJ0508
 RJ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0508.GEOID18 height accuracy estimate available here.
 RJ0508
 RJ0508.Click photographs - Photos may exist for this station.
 RJ0508
 RJ0508.The dynamic height is computed by dividing the NAVD 88
 RJ0508.geopotential number by the normal gravity value computed on the
 RJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0508.degrees latitude (g = 980.6199 gals.).
 RJ0508
 RJ0508.The modeled gravity was interpolated from observed gravity values.
 RJ0508
 RJ0508;                    North         East    Units  Estimated Accuracy
 RJ0508;SPC MI N     -   147,273.    8,099,642.      MT  (+/- 10 meters HH2 GPS)
 RJ0508
 RJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9961506089(NAD 83)
 RJ0508
 RJ0508                          SUPERSEDED SURVEY CONTROL
 RJ0508
 RJ0508  NGVD 29 (??/??/92)  229.312  (m)          752.33   (f) ADJ UNCH    1 0
 RJ0508
 RJ0508.Superseded values are not recommended for survey control.
 RJ0508
 RJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0508.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0508
 RJ0508_MARKER: DB = BENCH MARK DISK
 RJ0508_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0508+WITH SETTING: INFORMATION.
 RJ0508_STAMPING: C 202 1972
 RJ0508_MARK LOGO: CGS
 RJ0508_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0508_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0508+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 RJ0508_ROD/PIPE-DEPTH: 0.6 meters
 RJ0508
 RJ0508  HISTORY     - Date     Condition        Report By
 RJ0508  HISTORY     - 1972     MONUMENTED       NGS
 RJ0508  HISTORY     - 19950530 GOOD             USPSQD
 RJ0508  HISTORY     - 19950816 GOOD             USPSQD
 RJ0508  HISTORY     - 20021030 GOOD             MIDT
 RJ0508  HISTORY     - 20040416 GOOD             USPSQD
 RJ0508  HISTORY     - 20060915 GOOD             USPSQD
 RJ0508  HISTORY     - 20130611 GOOD             MIDT
 RJ0508
 RJ0508                          STATION DESCRIPTION
 RJ0508
 RJ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0508'1 MI NW FROM GOULD CITY.
 RJ0508'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0508'OFFICE AT GOULD CITY, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY
 RJ0508'2, AT THE WEST EDGE OF A ROADSIDE PARK, 119 FEET NORTH OF THE
 RJ0508'CENTER LINE OF THE HIGHWAY, 124 FEET NORTHWEST OF THE CENTER
 RJ0508'LINE OF A PAVED ROAD THRU THE PARK, 158 FEET NORTHEAST OF THE
 RJ0508'TOP OF THE CENTER OF HEADWALL FOR A PIPE CULVERT, 1.3 FEET NORTH
 RJ0508'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 RJ0508'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 RJ0508'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 RJ0508'A 6 INCH PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 RJ0508'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 2 FEET TO BEDROCK AND
 RJ0508'THEN GROUTED IN ROCK.  SEC 20, T 42 N, R 11 W.
 RJ0508
 RJ0508                          STATION RECOVERY (1995)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (1995)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (2002)
 RJ0508
 RJ0508'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0508'ROAD SIDE PARK IS PERMANATELY CLOSED AND PAVED ROAD IN PARK IS GONE
 RJ0508
 RJ0508                          STATION RECOVERY (2004)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (2006)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (2013)
 RJ0508
 RJ0508'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 RJ0508'NO EVIDENCE OF ROADSIDE PARK REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0036 ***********************************************************************
 QL0036  DESIGNATION -  C 203
 QL0036  PID         -  QL0036
 QL0036  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0036  COUNTRY     -  US
 QL0036  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0036
 QL0036                         *CURRENT SURVEY CONTROL
 QL0036  ______________________________________________________________________
 QL0036* NAD 83(2011) POSITION- 45 59 11.16186(N) 086 07 37.24658(W)   NO CHECK
 QL0036* NAD 83(2011) ELLIP HT-   168.621 (meters)        (06/27/12)   NO CHECK
 QL0036* NAD 83(2011) EPOCH   -  2010.00
 QL0036* NAVD 88 ORTHO HEIGHT -   203.853 (meters)      668.81  (feet) ADJUSTED
 QL0036  ______________________________________________________________________
 QL0036  GEOID HEIGHT    -        -35.294 (meters)                     GEOID18
 QL0036  NAD 83(2011) X  -    299,867.103 (meters)                     COMP
 QL0036  NAD 83(2011) Y  - -4,429,383.007 (meters)                     COMP
 QL0036  NAD 83(2011) Z  -  4,564,321.209 (meters)                     COMP
 QL0036  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 QL0036  DYNAMIC HEIGHT  -        203.860 (meters)      668.83  (feet) COMP
 QL0036  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 QL0036
 QL0036  VERT ORDER      -  FIRST     CLASS 0
 QL0036
 QL0036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QL0036  Standards:
 QL0036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QL0036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QL0036  -------------------------------------------------------------------
 QL0036  NETWORK    2.50   3.00           1.09   0.88   1.53     -0.41130784
 QL0036  -------------------------------------------------------------------
 QL0036  Click here for local accuracies and other accuracy information.
 QL0036
 QL0036.The horizontal coordinates were established by GPS observations
 QL0036.and adjusted by the National Geodetic Survey in June 2012.
 QL0036
 QL0036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QL0036.been affixed to the stable North American tectonic plate. See 
 QL0036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QL0036
 QL0036.The horizontal coordinates are valid at the epoch date displayed above
 QL0036.which is a decimal equivalence of Year/Month/Day.
 QL0036
 QL0036.No horizontal observational check was made to the station.
 QL0036
 QL0036.The orthometric height was determined by differential leveling and
 QL0036.adjusted by the NATIONAL GEODETIC SURVEY
 QL0036.in June 1991.
 QL0036
 QL0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0036.GEOID18 height accuracy estimate available here.
 QL0036
 QL0036.Click photographs - Photos may exist for this station.
 QL0036
 QL0036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0036
 QL0036.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0036
 QL0036.The ellipsoidal height was determined by GPS observations
 QL0036.and is referenced to NAD 83.
 QL0036
 QL0036.The dynamic height is computed by dividing the NAVD 88
 QL0036.geopotential number by the normal gravity value computed on the
 QL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0036.degrees latitude (g = 980.6199 gals.).
 QL0036
 QL0036.The modeled gravity was interpolated from observed gravity values.
 QL0036
 QL0036. The following values were computed from the NAD 83(2011) position.
 QL0036
 QL0036;                    North         East     Units Scale Factor Converg.
 QL0036;SPC MI N     -   134,089.956 8,067,633.959   MT  0.99991637   +0 37 51.6
 QL0036;SPC MI N     -   439,927.68 26,468,615.35   iFT  0.99991637   +0 37 51.6
 QL0036;UTM  16      - 5,092,910.662   567,613.840   MT  0.99965620   +0 37 40.3
 QL0036
 QL0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0036!SPC MI N     -   0.99997357  x   0.99991637  =   0.99988994
 QL0036!UTM  16      -   0.99997357  x   0.99965620  =   0.99962978
 QL0036
 QL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6761392910(NAD 83)
 QL0036
 QL0036                          SUPERSEDED SURVEY CONTROL
 QL0036
 QL0036  NAD 83(2007)-  45 59 11.16207(N)    086 07 37.24721(W) AD(2002.00) 1
 QL0036  ELLIP H (05/16/11)  168.621  (m)                       GP(2002.00) 4 1
 QL0036  NAVD 88             203.85   (m)          668.8    (f) LEVELING    3  
 QL0036  NGVD 29 (??/??/92)  203.887  (m)          668.92   (f) ADJ UNCH    1 0
 QL0036
 QL0036.Superseded values are not recommended for survey control.
 QL0036
 QL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0036.See file dsdata.pdf to determine how the superseded data were derived.
 QL0036
 QL0036_MARKER: DB = BENCH MARK DISK
 QL0036_SETTING: 66 = SET IN ROCK OUTCROP
 QL0036_STAMPING: C 203 1972
 QL0036_MARK LOGO: CGS
 QL0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0036+STABILITY: POSITION/ELEVATION WELL
 QL0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0036+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2009
 QL0036
 QL0036  HISTORY     - Date     Condition        Report By
 QL0036  HISTORY     - 1972     MONUMENTED       NGS
 QL0036  HISTORY     - 1979     GOOD             MIDH
 QL0036  HISTORY     - 20010911 GOOD             MIDT
 QL0036  HISTORY     - 20040416 GOOD             USPSQD
 QL0036  HISTORY     - 20060918 GOOD             USPSQD
 QL0036  HISTORY     - 20090813 GOOD             MIDT
 QL0036
 QL0036                          STATION DESCRIPTION
 QL0036
 QL0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0036'5.3 MI W FROM GILLIVER.
 QL0036'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0036'AT GULLIVER, 0.3 MILE EAST OF A ROAD INTERSECTION, AT THE WEST
 QL0036'END OF A ROCK CUT, 34 FEET NORTH OF THE CENTER LINE OF THE
 QL0036'HIGHWAY, 228 FEET EAST OF THE EAST END OF A PIPE CULVERT UNDER
 QL0036'A DRIVEWAY, 104 FEET NORTH OF AND ACROSS THE HIGHWAY FROM A
 QL0036'TELEPHONE POLE, SET IN THE TOP OF THE SOUTH EDGE OF A LIMESTONE
 QL0036'OUTCROP IN CUT AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QL0036'SECTION 36, T42N, R15W.  NOTE-- THIS STATION MAY BE REACHED
 QL0036'BY GOING 7.35 MILES EASTERLY ALONG U.S. HIGHWAY 2 FROM THE
 QL0036'COURTHOUSE AT MANISTIQUE.
 QL0036
 QL0036                          STATION RECOVERY (1979)
 QL0036
 QL0036'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0036'RECOVERED IN GOOD CONDITION.
 QL0036
 QL0036                          STATION RECOVERY (2001)
 QL0036
 QL0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0036'STATION IS N49E, 2.0' OF A CARSONITE WITNESS POST.
 QL0036
 QL0036                          STATION RECOVERY (2004)
 QL0036
 QL0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0036'RECOVERED IN GOOD CONDITION.
 QL0036
 QL0036                          STATION RECOVERY (2006)
 QL0036
 QL0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0036'RECOVERED IN GOOD CONDITION.
 QL0036
 QL0036                          STATION RECOVERY (2009)
 QL0036
 QL0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QL0036'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0097 ***********************************************************************
 QL0097  DESIGNATION -  C 204
 QL0097  PID         -  QL0097
 QL0097  STATE/COUNTY-  MI/DELTA
 QL0097  COUNTRY     -  US
 QL0097  USGS QUAD   -  GARDEN CORNERS (2017)
 QL0097
 QL0097                         *CURRENT SURVEY CONTROL
 QL0097  ______________________________________________________________________
 QL0097* NAD 83(1986) POSITION- 45 54 09.     (N) 086 34 39.     (W)   SCALED
 QL0097* NAVD 88 ORTHO HEIGHT -   177.790 (meters)      583.30  (feet) ADJUSTED
 QL0097  ______________________________________________________________________
 QL0097  GEOID HEIGHT    -        -35.596 (meters)                     GEOID18
 QL0097  DYNAMIC HEIGHT  -        177.793 (meters)      583.31  (feet) COMP
 QL0097  MODELED GRAVITY -    980,625.1   (mgal)                       NAVD 88
 QL0097
 QL0097  VERT ORDER      -  FIRST     CLASS 0
 QL0097
 QL0097.The horizontal coordinates were scaled from a map and have
 QL0097.an estimated accuracy of +/- 6 seconds.
 QL0097
 QL0097.The orthometric height was determined by differential leveling and
 QL0097.adjusted by the NATIONAL GEODETIC SURVEY
 QL0097.in June 1991.
 QL0097
 QL0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0097.GEOID18 height accuracy estimate available here.
 QL0097
 QL0097.Click photographs - Photos may exist for this station.
 QL0097
 QL0097.The dynamic height is computed by dividing the NAVD 88
 QL0097.geopotential number by the normal gravity value computed on the
 QL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0097.degrees latitude (g = 980.6199 gals.).
 QL0097
 QL0097.The modeled gravity was interpolated from observed gravity values.
 QL0097
 QL0097;                    North         East    Units  Estimated Accuracy
 QL0097;SPC MI N     -   124,480.    8,032,780.      MT  (+/- 180 meters Scaled)
 QL0097
 QL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER327833(NAD 83)
 QL0097
 QL0097                          SUPERSEDED SURVEY CONTROL
 QL0097
 QL0097  NGVD 29 (??/??/92)  177.75   (m)          583.2    (f) COMPUTED    1 0
 QL0097
 QL0097.Superseded values are not recommended for survey control.
 QL0097
 QL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0097.See file dsdata.pdf to determine how the superseded data were derived.
 QL0097
 QL0097_MARKER: DB = BENCH MARK DISK
 QL0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0097_SP_SET: BRIDGE SEAT
 QL0097_STAMPING: C 204 1972
 QL0097_MARK LOGO: CGS
 QL0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0097+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0097
 QL0097  HISTORY     - Date     Condition        Report By
 QL0097  HISTORY     - 1972     MONUMENTED       NGS
 QL0097  HISTORY     - 20021113 GOOD             USPSQD
 QL0097  HISTORY     - 20050201 GOOD             MIDT
 QL0097  HISTORY     - 20060918 GOOD             USPSQD
 QL0097
 QL0097                          STATION DESCRIPTION
 QL0097
 QL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0097'5.4 MI W FROM COOKS.
 QL0097'ABOUT 5.4 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0097'COUNTY ROAD 442 AT COOKS, AT A 57 FOOT LONG BRIDGE OVER BIG
 QL0097'FISHDAM RIVER, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0097'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE
 QL0097'SEAT, 1.3 FEET EAST OF THE NORTH END OF THE WEST CONCRETE
 QL0097'ABUTMENT AND 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0097'SECTION 32, T 41 N, R 18 W.
 QL0097
 QL0097                          STATION RECOVERY (2002)
 QL0097
 QL0097'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0097'RECOVERED IN GOOD CONDITION.
 QL0097
 QL0097                          STATION RECOVERY (2005)
 QL0097
 QL0097'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0097'RECOVERED IN GOOD CONDITION.
 QL0097
 QL0097                          STATION RECOVERY (2006)
 QL0097
 QL0097'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0198 ***********************************************************************
 QL0198  DESIGNATION -  C 205
 QL0198  PID         -  QL0198
 QL0198  STATE/COUNTY-  MI/DELTA
 QL0198  COUNTRY     -  US
 QL0198  USGS QUAD   -  GLADSTONE (2017)
 QL0198
 QL0198                         *CURRENT SURVEY CONTROL
 QL0198  ______________________________________________________________________
 QL0198* NAD 83(1986) POSITION- 45 46 36.25   (N) 087 04 15.65   (W)   HD_HELD1
 QL0198* NAVD 88 ORTHO HEIGHT -   184.813 (meters)      606.34  (feet) ADJUSTED
 QL0198  ______________________________________________________________________
 QL0198  GEOID HEIGHT    -        -35.718 (meters)                     GEOID18
 QL0198  DYNAMIC HEIGHT  -        184.813 (meters)      606.34  (feet) COMP
 QL0198  MODELED GRAVITY -    980,612.2   (mgal)                       NAVD 88
 QL0198
 QL0198  VERT ORDER      -  FIRST     CLASS 0
 QL0198
 QL0198.The horizontal coordinates were determined by differentially corrected
 QL0198.hand held GPS observations or other comparable positioning techniques
 QL0198.and have an estimated accuracy of +/- 3 meters.
 QL0198
 QL0198.The orthometric height was determined by differential leveling and
 QL0198.adjusted by the NATIONAL GEODETIC SURVEY
 QL0198.in June 1991.
 QL0198
 QL0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0198.GEOID18 height accuracy estimate available here.
 QL0198
 QL0198.Click photographs - Photos may exist for this station.
 QL0198
 QL0198.The dynamic height is computed by dividing the NAVD 88
 QL0198.geopotential number by the normal gravity value computed on the
 QL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0198.degrees latitude (g = 980.6199 gals.).
 QL0198
 QL0198.The modeled gravity was interpolated from observed gravity values.
 QL0198
 QL0198;                    North         East    Units  Estimated Accuracy
 QL0198;SPC MI N     -   110,414.0   7,994,477.3     MT  (+/- 3 meters HH1 GPS) 
 QL0198
 QL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9447969244(NAD 83)
 QL0198
 QL0198                          SUPERSEDED SURVEY CONTROL
 QL0198
 QL0198  NGVD 29 (??/??/92)  184.82   (m)          606.4    (f) COMPUTED    1 0
 QL0198
 QL0198.Superseded values are not recommended for survey control.
 QL0198
 QL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0198.See file dsdata.pdf to determine how the superseded data were derived.
 QL0198
 QL0198_MARKER: DB = BENCH MARK DISK
 QL0198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0198_STAMPING: C 205 1972
 QL0198_MARK LOGO: CGS
 QL0198_PROJECTION: FLUSH
 QL0198_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0198+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 QL0198
 QL0198  HISTORY     - Date     Condition        Report By
 QL0198  HISTORY     - 1972     MONUMENTED       NGS
 QL0198  HISTORY     - 20021003 GOOD             USPSQD
 QL0198  HISTORY     - 20040910 GOOD             DAVWAN
 QL0198  HISTORY     - 20090527 GOOD             MIDT
 QL0198  HISTORY     - 20190924 GOOD             INDIV
 QL0198  HISTORY     - 20221201 GOOD             SPICE
 QL0198
 QL0198                          STATION DESCRIPTION
 QL0198
 QL0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0198'3 MI N FROM ESCANABA.
 QL0198'ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE INTERSECTION
 QL0198'OF 6 TH STREET AND THE OLD POST OFFICE AT ESCANABA, THENCE 0.75
 QL0198'MILE NORTH ALONG STEPHENSON AVENUE, THENCE 1.5 MILES NORTH
 QL0198'ALONG SHERIDAN ROAD, 251 FEET SOUTHWEST OF THE CENTER OF THE
 QL0198'CROSSING OF MAIN STREET AND THE CHICAGO AND NORTHWESTERN
 QL0198'RAILROAD, 63 1/2 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 426,
 QL0198'AT THE NORTH END OF A LARGE TRIANGLE FORMED BY ROADS, 44 FEET
 QL0198'EAST OF THE CENTER LINE OF THE PAVED ROAD, 9 1/2 FEET SOUTH
 QL0198'OF A POWER POLE, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT
 QL0198'LEVEL WITH THE COUNTY ROAD AND IS A DISK ON THE TOP OF A COPPER
 QL0198'COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN
 QL0198'A 6 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS
 QL0198'DRIVEN TO A DEPTH OF 32 FEET.  SECTION 18, T 39 N, R 22 W.
 QL0198
 QL0198                          STATION RECOVERY (2002)
 QL0198
 QL0198'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0198'RECOVERED IN GOOD CONDITION.
 QL0198
 QL0198                          STATION RECOVERY (2004)
 QL0198
 QL0198'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0198'RECOVERED IN GOOD CONDITION.
 QL0198
 QL0198                          STATION RECOVERY (2009)
 QL0198
 QL0198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QL0198'RECOVERED AS DESCRIBED.
 QL0198
 QL0198                          STATION RECOVERY (2019)
 QL0198
 QL0198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (GC)
 QL0198'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDED A CARSONITE MARKER
 QL0198'BEHIND AND ADJACENT TO THE METAL SIGN POST FACING THE MARK.
 QL0198
 QL0198                          STATION RECOVERY (2022)
 QL0198
 QL0198'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (EB)
 QL0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0493 ***********************************************************************
 RJ0493  DESIGNATION -  C 206
 RJ0493  PID         -  RJ0493
 RJ0493  STATE/COUNTY-  MI/MACKINAC
 RJ0493  COUNTRY     -  US
 RJ0493  USGS QUAD   -  ENGADINE (2017)
 RJ0493
 RJ0493                         *CURRENT SURVEY CONTROL
 RJ0493  ______________________________________________________________________
 RJ0493* NAD 83(1986) POSITION- 46 06 02.     (N) 085 31 14.     (W)   SCALED
 RJ0493* NAVD 88 ORTHO HEIGHT -   181.292 (meters)      594.79  (feet) ADJUSTED
 RJ0493  ______________________________________________________________________
 RJ0493  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 RJ0493  DYNAMIC HEIGHT  -        181.302 (meters)      594.82  (feet) COMP
 RJ0493  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RJ0493
 RJ0493  VERT ORDER      -  FIRST     CLASS 0
 RJ0493
 RJ0493.The horizontal coordinates were scaled from a map and have
 RJ0493.an estimated accuracy of +/- 6 seconds.
 RJ0493
 RJ0493.The orthometric height was determined by differential leveling and
 RJ0493.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0493.in June 1991.
 RJ0493
 RJ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0493.GEOID18 height accuracy estimate available here.
 RJ0493
 RJ0493.Click photographs - Photos may exist for this station.
 RJ0493
 RJ0493.The dynamic height is computed by dividing the NAVD 88
 RJ0493.geopotential number by the normal gravity value computed on the
 RJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0493.degrees latitude (g = 980.6199 gals.).
 RJ0493
 RJ0493.The modeled gravity was interpolated from observed gravity values.
 RJ0493
 RJ0493;                    North         East    Units  Estimated Accuracy
 RJ0493;SPC MI N     -   147,470.    8,114,380.      MT  (+/- 180 meters Scaled)
 RJ0493
 RJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS143062(NAD 83)
 RJ0493
 RJ0493                          SUPERSEDED SURVEY CONTROL
 RJ0493
 RJ0493  NGVD 29 (??/??/92)  181.331  (m)          594.92   (f) ADJ UNCH    1 0
 RJ0493
 RJ0493.Superseded values are not recommended for survey control.
 RJ0493
 RJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0493.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0493
 RJ0493_MARKER: DB = BENCH MARK DISK
 RJ0493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0493_SP_SET: BOX CULVERT HEADWALL
 RJ0493_STAMPING: C 206 1972
 RJ0493_MARK LOGO: CGS
 RJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0493+STABILITY: SURFACE MOTION
 RJ0493
 RJ0493  HISTORY     - Date     Condition        Report By
 RJ0493  HISTORY     - 1972     MONUMENTED       NGS
 RJ0493  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0493  HISTORY     - 19991013 MARK NOT FOUND   MIDT
 RJ0493
 RJ0493                          STATION DESCRIPTION
 RJ0493
 RJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0493'3.4 MI W FROM NAUBINWAY.
 RJ0493'ABOUT 3.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0493'CHURCH AT NAUBINWAY, ABOUT 65 YARDS WEST OF THE JUNCTION OF
 RJ0493'ARNOLD ROAD (A PRIVATE ROAD), SET IN THE TOP OF THE WEST END
 RJ0493'OF THE SOUTH HEADWALL FOR A 6 FOOT BOX CULVERT UNDER THE
 RJ0493'HIGHWAY, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0493'1/2 FOOT EAST OF THE WEST END OF THE HEADWALL AND 1 1/2 FEET
 RJ0493'BELOW THE LEVEL OF THE HIGHWAY.
 RJ0493
 RJ0493                          STATION RECOVERY (1995)
 RJ0493
 RJ0493'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0493'MARK NOT FOUND.
 RJ0493
 RJ0493                          STATION RECOVERY (1999)
 RJ0493
 RJ0493'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0493'STATION APPARENTLY DESTROYED IN PREVIOUS U.S. HIGHWAY 2
 RJ0493'RE-CONSTRUCTION WORK.  THE BOX CULVERT WAS REPLACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0232 ***********************************************************************
 QL0232  DESIGNATION -  C 207
 QL0232  PID         -  QL0232
 QL0232  STATE/COUNTY-  MI/DELTA
 QL0232  COUNTRY     -  US
 QL0232  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0232
 QL0232                         *CURRENT SURVEY CONTROL
 QL0232  ______________________________________________________________________
 QL0232* NAD 83(1986) POSITION- 45 37 21.     (N) 087 12 36.     (W)   SCALED
 QL0232* NAVD 88 ORTHO HEIGHT -   181.157 (meters)      594.35  (feet) ADJUSTED
 QL0232  ______________________________________________________________________
 QL0232  GEOID HEIGHT    -        -36.099 (meters)                     GEOID18
 QL0232  DYNAMIC HEIGHT  -        181.153 (meters)      594.33  (feet) COMP
 QL0232  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 QL0232
 QL0232  VERT ORDER      -  FIRST     CLASS 0
 QL0232
 QL0232.The horizontal coordinates were scaled from a map and have
 QL0232.an estimated accuracy of +/- 6 seconds.
 QL0232
 QL0232.The orthometric height was determined by differential leveling and
 QL0232.adjusted by the NATIONAL GEODETIC SURVEY
 QL0232.in June 1991.
 QL0232
 QL0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0232.GEOID18 height accuracy estimate available here.
 QL0232
 QL0232.Click photographs - Photos may exist for this station.
 QL0232
 QL0232.The dynamic height is computed by dividing the NAVD 88
 QL0232.geopotential number by the normal gravity value computed on the
 QL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0232.degrees latitude (g = 980.6199 gals.).
 QL0232
 QL0232.The modeled gravity was interpolated from observed gravity values.
 QL0232
 QL0232;                    North         East    Units  Estimated Accuracy
 QL0232;SPC MI N     -    93,290.    7,983,620.      MT  (+/- 180 meters Scaled)
 QL0232
 QL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR836521(NAD 83)
 QL0232
 QL0232                          SUPERSEDED SURVEY CONTROL
 QL0232
 QL0232.No superseded survey control is available for this station.
 QL0232
 QL0232_MARKER: DB = BENCH MARK DISK
 QL0232_SETTING: 66 = SET IN ROCK OUTCROP
 QL0232_STAMPING: C 207 1972
 QL0232_MARK LOGO: CGS
 QL0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0232+STABILITY: POSITION/ELEVATION WELL
 QL0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0232+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 QL0232
 QL0232  HISTORY     - Date     Condition        Report By
 QL0232  HISTORY     - 1972     MONUMENTED       NGS
 QL0232  HISTORY     - 1990     GOOD             USPSQD
 QL0232  HISTORY     - 19910606 GOOD             USPSQD
 QL0232  HISTORY     - 19960916 GOOD             USPSQD
 QL0232  HISTORY     - 20011025 GOOD             USPSQD
 QL0232  HISTORY     - 20030411 GOOD             USPSQD
 QL0232  HISTORY     - 20040913 GOOD             DAVWAN
 QL0232  HISTORY     - 20060406 GOOD             USPSQD
 QL0232
 QL0232                          STATION DESCRIPTION
 QL0232
 QL0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0232'11.8 MI SW FROM ESCANABA.
 QL0232'ABOUT 11.75 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE
 QL0232'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.75 MILE
 QL0232'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD A 23, ABOUT 0.1
 QL0232'MILE SOUTHWEST OF THE INTERSECTION OF A NARROW DIRT ROAD, SET
 QL0232'IN THE TOP OF AN EXPOSED MASS OF OUTCROP THAT IS ABOUT 60 YARDS
 QL0232'LONG-20 YARDS WIDE AND LEVEL WITH THE GROUND, 68 FEET SOUTHEAST
 QL0232'OF THE CENTER LINE OF THE HIGHWAY, 273 FEET NORTHEAST OF THE
 QL0232'CENTER LINE OF A PRIVATE ROAD, 47 FEET NORTHEAST OF THE SOUTHWEST
 QL0232'END OF THE EXPOSED PORTION OF THE ROCK, 6.1 FEET SOUTHWEST OF
 QL0232'A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0232'SECTION 12, T37N, R24W.
 QL0232
 QL0232                          STATION RECOVERY (1990)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (1991)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (1996)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2001)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2003)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2004)
 QL0232
 QL0232'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2006)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0322 ***********************************************************************
 QL0322  DESIGNATION -  C 208
 QL0322  PID         -  QL0322
 QL0322  STATE/COUNTY-  MI/MENOMINEE
 QL0322  COUNTRY     -  US
 QL0322  USGS QUAD   -  BIRCH CREEK (2017)
 QL0322
 QL0322                         *CURRENT SURVEY CONTROL
 QL0322  ______________________________________________________________________
 QL0322* NAD 83(1986) POSITION- 45 12 15.     (N) 087 32 10.     (W)   SCALED
 QL0322* NAVD 88 ORTHO HEIGHT -   180.149 (meters)      591.04  (feet) ADJUSTED
 QL0322  ______________________________________________________________________
 QL0322  GEOID HEIGHT    -        -37.055 (meters)                     GEOID18
 QL0322  DYNAMIC HEIGHT  -        180.132 (meters)      590.98  (feet) COMP
 QL0322  MODELED GRAVITY -    980,518.9   (mgal)                       NAVD 88
 QL0322
 QL0322  VERT ORDER      -  FIRST     CLASS 0
 QL0322
 QL0322.The horizontal coordinates were scaled from a map and have
 QL0322.an estimated accuracy of +/- 6 seconds.
 QL0322
 QL0322.The orthometric height was determined by differential leveling and
 QL0322.adjusted by the NATIONAL GEODETIC SURVEY
 QL0322.in June 1991.
 QL0322
 QL0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0322.GEOID18 height accuracy estimate available here.
 QL0322
 QL0322.Click photographs - Photos may exist for this station.
 QL0322
 QL0322.The dynamic height is computed by dividing the NAVD 88
 QL0322.geopotential number by the normal gravity value computed on the
 QL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0322.degrees latitude (g = 980.6199 gals.).
 QL0322
 QL0322.The modeled gravity was interpolated from observed gravity values.
 QL0322
 QL0322;                    North         East    Units  Estimated Accuracy
 QL0322;SPC MI N     -    46,920.    7,957,880.      MT  (+/- 180 meters Scaled)
 QL0322
 QL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR578057(NAD 83)
 QL0322
 QL0322                          SUPERSEDED SURVEY CONTROL
 QL0322
 QL0322.No superseded survey control is available for this station.
 QL0322
 QL0322_MARKER: DB = BENCH MARK DISK
 QL0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0322_STAMPING: C 208 1972
 QL0322_MARK LOGO: CGS
 QL0322_PROJECTION: FLUSH
 QL0322_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0322+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 QL0322
 QL0322  HISTORY     - Date     Condition        Report By
 QL0322  HISTORY     - 1972     MONUMENTED       NGS
 QL0322  HISTORY     - 1990     GOOD             USPSQD
 QL0322  HISTORY     - 19910821 GOOD             USPSQD
 QL0322  HISTORY     - 19940426 GOOD             MIDT
 QL0322  HISTORY     - 20011026 GOOD             USPSQD
 QL0322  HISTORY     - 20030501 GOOD             USPSQD
 QL0322  HISTORY     - 20040817 GOOD             WILCOX
 QL0322  HISTORY     - 20060409 GOOD             USPSQD
 QL0322
 QL0322                          STATION DESCRIPTION
 QL0322
 QL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0322'6.5 MI NE FROM MENOMINEE.
 QL0322'ABOUT 6.5 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0322'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.2 MILE
 QL0322'NORTHEAST OF THE JUNCTION OF BIRCH CREEK ROAD, ON THE LAWN OF
 QL0322'THE WRIGHTS M 35 MOTEL, 74 FEET SOUTHWEST OF THE CENTER LINE
 QL0322'OF THE HIGHWAY, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 QL0322'DRIVEWAY TO MOTEL, 23 1/2 FEET WEST OF POWER POLE 3326-32 R 14,
 QL0322'12.5 FEET NORTHEAST OF THE EAST CORNER OF CABIN NO. 8 FOR THE
 QL0322'MOTEL, 5 1/2 FEET NORTH OF A 4 INCH SPRUCE TREE, 1.1 FEET
 QL0322'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 QL0322'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0322'ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.
 QL0322'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 11.8 FEET.  SECTION
 QL0322'32, T 33 N, R 26 W.
 QL0322
 QL0322                          STATION RECOVERY (1990)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (1991)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (1994)
 QL0322
 QL0322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0322'RECOVERED AS DESCRIBED.
 QL0322
 QL0322                          STATION RECOVERY (2001)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2001 (RB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (2003)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWB)
 QL0322'THE MOTEL IN DESCRIPTION HAS BEEN RAZED.  A SMALL RESIDENCE WITH LIGHT
 QL0322'TAN COLORED SIDING NOW OCCUPIES SITE.  THE SPRUCE TREE IS NO LONGER
 QL0322'THERE.
 QL0322
 QL0322                          STATION RECOVERY (2004)
 QL0322
 QL0322'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (2006)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0703 ***********************************************************************
 NE0703  DESIGNATION -  C 21
 NE0703  PID         -  NE0703
 NE0703  STATE/COUNTY-  MI/WASHTENAW
 NE0703  COUNTRY     -  US
 NE0703  USGS QUAD   -  DENTON (2017)
 NE0703
 NE0703                         *CURRENT SURVEY CONTROL
 NE0703  ______________________________________________________________________
 NE0703* NAD 83(1986) POSITION- 42 15 14.     (N) 083 37 11.     (W)   SCALED
 NE0703* NAVD 88 ORTHO HEIGHT -   218.698 (meters)      717.51  (feet) ADJUSTED
 NE0703  ______________________________________________________________________
 NE0703  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 NE0703  DYNAMIC HEIGHT  -        218.629 (meters)      717.29  (feet) COMP
 NE0703  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 NE0703
 NE0703  VERT ORDER      -  FIRST     CLASS II
 NE0703
 NE0703.The horizontal coordinates were scaled from a map and have
 NE0703.an estimated accuracy of +/- 6 seconds.
 NE0703
 NE0703.The orthometric height was determined by differential leveling and
 NE0703.adjusted by the NATIONAL GEODETIC SURVEY
 NE0703.in June 1991.
 NE0703
 NE0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0703.GEOID18 height accuracy estimate available here.
 NE0703
 NE0703.Click photographs - Photos may exist for this station.
 NE0703
 NE0703.The dynamic height is computed by dividing the NAVD 88
 NE0703.geopotential number by the normal gravity value computed on the
 NE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0703.degrees latitude (g = 980.6199 gals.).
 NE0703
 NE0703.The modeled gravity was interpolated from observed gravity values.
 NE0703
 NE0703;                    North         East    Units  Estimated Accuracy
 NE0703;SPC MI S     -    84,010.    4,061,640.      MT  (+/- 180 meters Scaled)
 NE0703
 NE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG838812(NAD 83)
 NE0703
 NE0703                          SUPERSEDED SURVEY CONTROL
 NE0703
 NE0703  NGVD 29 (??/??/92)  218.823  (m)          717.92   (f) ADJ UNCH    1 2
 NE0703
 NE0703.Superseded values are not recommended for survey control.
 NE0703
 NE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0703.See file dsdata.pdf to determine how the superseded data were derived.
 NE0703
 NE0703_MARKER: DB = BENCH MARK DISK
 NE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0703_STAMPING: ELEV 717.922 FT C 21 1916
 NE0703_MARK LOGO: CGS
 NE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0703+STABILITY: SURFACE MOTION
 NE0703
 NE0703  HISTORY     - Date     Condition        Report By
 NE0703  HISTORY     - 1916     MONUMENTED       CGS
 NE0703  HISTORY     - 1953     MARK NOT FOUND   CGS
 NE0703  HISTORY     - 1963     MARK NOT FOUND   CGS
 NE0703
 NE0703                          STATION DESCRIPTION
 NE0703
 NE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NE0703'0.9 MI W FROM YPSILANTI.
 NE0703'0.9 MILE WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0703'AT YPSILANTI, WASHTENAW COUNTY, AT A STREET CROSSING, NEAR THE
 NE0703'STANDARD OIL COMPANY STORAGE TANKS, AND AT THE NORTHEAST FENCE
 NE0703'CORNER.  A STANDARD DISK, STAMPED ELEV 717.922 FT C 21 1916 AND
 NE0703'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NE0703
 NE0703                          STATION RECOVERY (1963)
 NE0703
 NE0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NE0703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0169 ***********************************************************************
 RK0169  DESIGNATION -  C 22
 RK0169  PID         -  RK0169
 RK0169  STATE/COUNTY-  MI/MARQUETTE
 RK0169  COUNTRY     -  US
 RK0169  USGS QUAD   -  SANDS (2017)
 RK0169
 RK0169                         *CURRENT SURVEY CONTROL
 RK0169  ______________________________________________________________________
 RK0169* NAD 83(1986) POSITION- 46 25 48.     (N) 087 27 59.     (W)   SCALED
 RK0169* NAVD 88 ORTHO HEIGHT -   378.261 (meters)     1241.01  (feet) POSTED
 RK0169  ______________________________________________________________________
 RK0169  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 RK0169  DYNAMIC HEIGHT  -        378.28  (meters)     1241.1   (feet) COMP
 RK0169  MODELED GRAVITY -    980,651.1   (mgal)                       NAVD 88
 RK0169
 RK0169  VERT ORDER      -  * POSTED, SEE BELOW
 RK0169
 RK0169.The horizontal coordinates were scaled from a map and have
 RK0169.an estimated accuracy of +/- 6 seconds.
 RK0169
 RK0169.The orthometric height was determined by differential leveling
 RK0169.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0169
 RK0169.* This is a POSTED BENCH MARK height.
 RK0169
 RK0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0169.GEOID18 height accuracy estimate available here.
 RK0169
 RK0169.Click photographs - Photos may exist for this station.
 RK0169
 RK0169.The dynamic height is computed by dividing the NAVD 88
 RK0169.geopotential number by the normal gravity value computed on the
 RK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0169.degrees latitude (g = 980.6199 gals.).
 RK0169
 RK0169.The modeled gravity was interpolated from observed gravity values.
 RK0169
 RK0169;                    North         East    Units  Estimated Accuracy
 RK0169;SPC MI N     -   183,120.    7,964,160.      MT  (+/- 180 meters Scaled)
 RK0169
 RK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS641419(NAD 83)
 RK0169
 RK0169                          SUPERSEDED SURVEY CONTROL
 RK0169
 RK0169  NGVD 29 (??/??/92)  378.155  (m)         1240.66   (f) ADJ UNCH    1 2
 RK0169
 RK0169.Superseded values are not recommended for survey control.
 RK0169
 RK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0169.See file dsdata.pdf to determine how the superseded data were derived.
 RK0169
 RK0169_MARKER: DB = BENCH MARK DISK
 RK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0169_STAMPING: C 22 1917
 RK0169_MARK LOGO: CGS
 RK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0169+STABILITY: SURFACE MOTION
 RK0169
 RK0169  HISTORY     - Date     Condition        Report By
 RK0169  HISTORY     - 1917     MONUMENTED       CGS
 RK0169  HISTORY     - 1951     POOR             CGS
 RK0169  HISTORY     - 20220506 MARK NOT FOUND   TRIMEE
 RK0169
 RK0169                          STATION DESCRIPTION
 RK0169
 RK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RK0169'1.8 MI SE FROM CASCADE JUNCTION.
 RK0169'1-3/4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RK0169'FROM CASCADE JUNCTION, MARQUETTE COUNTY, 9-1/2 RAILS NORTHWEST
 RK0169'OF A ROW OF POLES LEADING NORTHEAST FROM THE TRACK, 15 FEET
 RK0169'SOUTHEAST OF THE STATION SIGN AT GENTIAN, AND 46-1/2 FEET
 RK0169'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0169'DISK, STAMPED C 22 1917 AND SET IN THE TOP OF A CONCRETE POST
 RK0169'PROJECTING 2 INCHES ABOVE GROUND.
 RK0169
 RK0169                          STATION RECOVERY (2022)
 RK0169
 RK0169'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2022 (GWC)
 RK0169'THE ONLY REMAINING ITEM FROM THE 1951 DESCRIPTION IS THE RAILROAD
 RK0169'TRACK.  I WALKED A LINE 46.5 FT (14.2 M) NORTHEAST OF THE RAILROAD
 RK0169'CENTERLINE FOR SEVERAL HUNDRED FEET FROM THE PUBLISHED LAT/LONG
 RK0169'LOCATION WITH A METAL DETECTOR AND NOTHING WAS FOUND.  SEVERAL YEARS
 RK0169'AGO AN UNDERGROUND NATURAL GAS LINE WAS INSTALLED PARALLEL TO AND
 RK0169'NORTHEAST OF THE RAILROAD.  A CENTERLINE GAS LINE MARKER IN THE
 RK0169'VICINITY OF WHERE THE MARK WOULD HAVE BEEN MEASURED 43 FT (13.1 M)
 RK0169'NORTHEAST OF THE CENTERLINE OF THE RAILROAD.  THE GAS LINE
 RK0169'CONSTRUCTION WAS THE PROBABLE DEMISE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0452 ***********************************************************************
 RM0452  DESIGNATION -  C 233
 RM0452  PID         -  RM0452
 RM0452  STATE/COUNTY-  MI/GOGEBIC
 RM0452  COUNTRY     -  US
 RM0452  USGS QUAD   -  IRONWOOD (2017)
 RM0452
 RM0452                         *CURRENT SURVEY CONTROL
 RM0452  ______________________________________________________________________
 RM0452* NAD 83(1986) POSITION- 46 27 28.97   (N) 090 09 34.19   (W)   HD_HELD1
 RM0452* NAVD 88 ORTHO HEIGHT -   475.174 (meters)     1558.97  (feet) ADJUSTED
 RM0452  ______________________________________________________________________
 RM0452  GEOID HEIGHT    -        -30.681 (meters)                     GEOID18
 RM0452  DYNAMIC HEIGHT  -        475.193 (meters)     1559.03  (feet) COMP
 RM0452  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 RM0452
 RM0452  VERT ORDER      -  SECOND    CLASS I
 RM0452
 RM0452.The horizontal coordinates were determined by differentially corrected
 RM0452.hand held GPS observations or other comparable positioning techniques
 RM0452.and have an estimated accuracy of +/- 3 meters.
 RM0452
 RM0452.The orthometric height was determined by differential leveling and
 RM0452.adjusted by the NATIONAL GEODETIC SURVEY
 RM0452.in December 2018.
 RM0452
 RM0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0452.GEOID18 height accuracy estimate available here.
 RM0452
 RM0452.Click photographs - Photos may exist for this station.
 RM0452
 RM0452.The dynamic height is computed by dividing the NAVD 88
 RM0452.geopotential number by the normal gravity value computed on the
 RM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0452.degrees latitude (g = 980.6199 gals.).
 RM0452
 RM0452.The modeled gravity was interpolated from observed gravity values.
 RM0452
 RM0452;                    North         East    Units  Estimated Accuracy
 RM0452;SPC MI N     -   190,971.1   7,757,369.1     MT  (+/- 3 meters HH1 GPS) 
 RM0452
 RM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1812048862(NAD 83)
 RM0452
 RM0452                          SUPERSEDED SURVEY CONTROL
 RM0452
 RM0452  NAVD 88 (03/19/14)  475.214  (m)         1559.10   (f) SUPERSEDED  2 1
 RM0452  NAVD 88 (06/15/91)  475.172  (m)         1558.96   (f) SUPERSEDED  1 2
 RM0452
 RM0452.Superseded values are not recommended for survey control.
 RM0452
 RM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0452.See file dsdata.pdf to determine how the superseded data were derived.
 RM0452
 RM0452_MARKER: DV = VERTICAL CONTROL DISK
 RM0452_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RM0452_SP_SET: LANDING
 RM0452_STAMPING: C 233 1978
 RM0452_MARK LOGO: NGS
 RM0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0452+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0452
 RM0452  HISTORY     - Date     Condition        Report By
 RM0452  HISTORY     - 1978     MONUMENTED       NGS
 RM0452  HISTORY     - 1982     GOOD             NGS
 RM0452  HISTORY     - 1982     GOOD             NGS
 RM0452  HISTORY     - 1985     GOOD             NGS
 RM0452  HISTORY     - 1987     GOOD             USPSQD
 RM0452  HISTORY     - 1989     GOOD             USPSQD
 RM0452  HISTORY     - 20030502 GOOD             USPSQD
 RM0452  HISTORY     - 20040801 GOOD             USPSQD
 RM0452  HISTORY     - 20120725 GOOD             GEOCAC
 RM0452  HISTORY     - 20130903 GOOD             WIDT
 RM0452  HISTORY     - 20180725 GOOD             WIDT
 RM0452
 RM0452                          STATION DESCRIPTION
 RM0452
 RM0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0452'IN IRONWOOD.
 RM0452'IN IRONWOOD, IN THE LANDING AT THE TOP OF THE STEPS AT THE MAIN
 RM0452'ENTRANCE TO THE LUTHER WRIGHT SCHOOL, AT THE INTERSECTION OF WEST AYER
 RM0452'STREET AND PARK STREET, 76.2 METERS (250.0 FT) NORTH OF THE CENTERLINE
 RM0452'OF WEST AYER STREET, 74.4 METERS (244.0 FT) NORTHEAST OF BENCH
 RM0452'MARK METERS 58 1934, 1.7 METERS (5.5 FT) WEST OF THE EXTENDED
 RM0452'CENTERLINE OF THE CENTER ONE OF THREE DOORWAYS, AND 0.3 METER (1.0 FT)
 RM0452'A JUNCTION MARK.
 RM0452'THE MARK IS 1.8 M ABOVE STREET.
 RM0452
 RM0452                          STATION RECOVERY (1982)
 RM0452
 RM0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1985)
 RM0452
 RM0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1987)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1989)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (2003)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0452'RECOVERED IN GOOD CONDITION.  NOTE- THE SCHOOL IS IN THE NORTHWEST
 RM0452'QUADRANT OF THE INTERSECTION OF AYER STREET AND PARK STREET. THE
 RM0452'STATION IS 1 FOOT SOUTH OF THE SOUTH FACE OF THE ENTRANCEWAY AND 0.8
 RM0452'FOOT EAST OF THE WEST FACE OF THE ENTRANCEWAY.  THE BUILDING OBSTRUCTS
 RM0452'SATELLITE OBSERVATIONS.
 RM0452
 RM0452                          STATION RECOVERY (2004)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (2012)
 RM0452
 RM0452'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (2013)
 RM0452
 RM0452'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0452'RECOVERED AS DESCRIBED.
 RM0452
 RM0452                          STATION RECOVERY (2018)
 RM0452
 RM0452'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0864 ***********************************************************************
 MC0864  DESIGNATION -  C 234
 MC0864  PID         -  MC0864
 MC0864  STATE/COUNTY-  MI/MONROE
 MC0864  COUNTRY     -  US
 MC0864  USGS QUAD   -  STONY POINT (2017)
 MC0864
 MC0864                         *CURRENT SURVEY CONTROL
 MC0864  ______________________________________________________________________
 MC0864* NAD 83(1986) POSITION- 41 53 50.     (N) 083 21 40.     (W)   SCALED
 MC0864* NAVD 88 ORTHO HEIGHT -   175.689 (meters)      576.41  (feet) ADJUSTED
 MC0864  ______________________________________________________________________
 MC0864  GEOID HEIGHT    -        -35.287 (meters)                     GEOID18
 MC0864  DYNAMIC HEIGHT  -        175.625 (meters)      576.20  (feet) COMP
 MC0864  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 MC0864
 MC0864  VERT ORDER      -  FIRST     CLASS II
 MC0864
 MC0864.The horizontal coordinates were scaled from a map and have
 MC0864.an estimated accuracy of +/- 6 seconds.
 MC0864
 MC0864.The orthometric height was determined by differential leveling and
 MC0864.adjusted by the NATIONAL GEODETIC SURVEY
 MC0864.in June 1991.
 MC0864
 MC0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0864.GEOID18 height accuracy estimate available here.
 MC0864
 MC0864.Click photographs - Photos may exist for this station.
 MC0864
 MC0864.The dynamic height is computed by dividing the NAVD 88
 MC0864.geopotential number by the normal gravity value computed on the
 MC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0864.degrees latitude (g = 980.6199 gals.).
 MC0864
 MC0864.The modeled gravity was interpolated from observed gravity values.
 MC0864
 MC0864;                    North         East    Units  Estimated Accuracy
 MC0864;SPC MI S     -    44,620.    4,083,450.      MT  (+/- 180 meters Scaled)
 MC0864
 MC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG041410(NAD 83)
 MC0864
 MC0864                          SUPERSEDED SURVEY CONTROL
 MC0864
 MC0864  NGVD 29 (??/??/92)  175.858  (m)          576.96   (f) ADJ UNCH    1 2
 MC0864
 MC0864.Superseded values are not recommended for survey control.
 MC0864
 MC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0864.See file dsdata.pdf to determine how the superseded data were derived.
 MC0864
 MC0864_STAMPING: C 234 1980
 MC0864_PROJECTION: RECESSED 3 CENTIMETERS
 MC0864_ROD/PIPE-DEPTH: 7.3 meters
 MC0864_SLEEVE-DEPTH  : 6.0 meters
 MC0864
 MC0864  HISTORY     - Date     Condition        Report By
 MC0864  HISTORY     - 1980     MONUMENTED       NGS
 MC0864  HISTORY     - 1983     GOOD             USPSQD
 MC0864  HISTORY     - 1985     POOR             USPSQD
 MC0864  HISTORY     - 1987     POOR             USPSQD
 MC0864  HISTORY     - 20070726 MARK NOT FOUND   WARNKE
 MC0864  HISTORY     - 20171028 MARK NOT FOUND   WHG
 MC0864
 MC0864                          STATION DESCRIPTION
 MC0864
 MC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0864'IN MONROE.
 MC0864'1.02 KILOMETER (0.65 MILE) SOUTHEAST ALONG FRONT STREET FROM THE
 MC0864'OVERPASS OF INTERSTATE 75 IN MOMROE, 0.16 KILOMETER (0.1 MILE)
 MC0864'SOUTHWEST OF THE PORT OF MONROE BUILDING. 0.08 KILOMETER (0.05 MILE)
 MC0864'SOUTHEAST OF A RAILROAD SPUR CROSSING FRONT STREET, 10.2 METERS
 MC0864'(33.7 FEET) NORTHEAST OF THE NORTHEAST CURB OF FRONT STREET, 3.2
 MC0864'METERS (10.5 FEET) SOUTHWEST OF POWER POLE NUMBER 525WD41Z SUPPORTING
 MC0864'A STREET LAMP, 1.1 METERS (3.6 FEET) SOUTHWEST OF THE WEST CORNER
 MC0864'OF AN 8-FOOT CHAIN LINK FENCE AROUND AN AREA NOW FILLED WITH COAL.
 MC0864'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 MC0864
 MC0864                          STATION RECOVERY (1983)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1983
 MC0864'RECOVERED IN GOOD CONDITION.
 MC0864
 MC0864                          STATION RECOVERY (1985)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0864'AREA HAD A LOT OF CONSTRUCTION GOING ON, FENCE AS DESCRIBED IS NOW
 MC0864'GONE. TOP OF ACESS COVER IS GONE, ROD IN SIDE DOES NOT LOOK
 MC0864'DESTRUBED. TELEPHONE POLE IS NEAR BY. WITNESS POST IS GONE. MARK DOES
 MC0864'HAVE APLASTIC PVC PIPE AROUND IT ABOUT A FOOT ABOVE GROUND.
 MC0864
 MC0864                          STATION RECOVERY (1987)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0864'MARK RECOVERED IN POOR CONDITION.
 MC0864
 MC0864                          STATION RECOVERY (2007)
 MC0864
 MC0864'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0864'MARK NOT FOUND.
 MC0864
 MC0864                          STATION RECOVERY (2017)
 MC0864
 MC0864'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 MC0864'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0891 ***********************************************************************
 NE0891  DESIGNATION -  C 235
 NE0891  PID         -  NE0891
 NE0891  STATE/COUNTY-  MI/WAYNE
 NE0891  COUNTRY     -  US
 NE0891  USGS QUAD   -  GROSSE POINTE (2017)
 NE0891
 NE0891                         *CURRENT SURVEY CONTROL
 NE0891  ______________________________________________________________________
 NE0891* NAD 83(1986) POSITION- 42 24 01.6    (N) 082 53 18.2    (W)   HD_HELD2
 NE0891* NAVD 88 ORTHO HEIGHT -   177.903 (meters)      583.67  (feet) ADJUSTED
 NE0891  ______________________________________________________________________
 NE0891  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 NE0891  DYNAMIC HEIGHT  -        177.851 (meters)      583.50  (feet) COMP
 NE0891  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 NE0891
 NE0891  VERT ORDER      -  FIRST     CLASS II
 NE0891
 NE0891.The horizontal coordinates were established by autonomous hand held GPS
 NE0891.observations and have an estimated accuracy of +/- 10 meters.
 NE0891
 NE0891.The orthometric height was determined by differential leveling and
 NE0891.adjusted by the NATIONAL GEODETIC SURVEY
 NE0891.in June 1991.
 NE0891
 NE0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0891.GEOID18 height accuracy estimate available here.
 NE0891
 NE0891.Click photographs - Photos may exist for this station.
 NE0891
 NE0891.The dynamic height is computed by dividing the NAVD 88
 NE0891.geopotential number by the normal gravity value computed on the
 NE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0891.degrees latitude (g = 980.6199 gals.).
 NE0891
 NE0891.The modeled gravity was interpolated from observed gravity values.
 NE0891
 NE0891;                    North         East    Units  Estimated Accuracy
 NE0891;SPC MI S     -   101,088.    4,121,692.      MT  (+/- 10 meters HH2 GPS)
 NE0891
 NE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4458995965(NAD 83)
 NE0891
 NE0891                          SUPERSEDED SURVEY CONTROL
 NE0891
 NE0891  NGVD 29 (11/26/84)  178.056  (m)          584.17   (f) ADJUSTED    1 2
 NE0891
 NE0891.Superseded values are not recommended for survey control.
 NE0891
 NE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0891.See file dsdata.pdf to determine how the superseded data were derived.
 NE0891
 NE0891_MARKER: I = METAL ROD
 NE0891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0891_STAMPING: C 235 1980
 NE0891_MARK LOGO: NGS
 NE0891_PROJECTION: RECESSED
 NE0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0891_ROD/PIPE-DEPTH: 6.1 meters
 NE0891
 NE0891  HISTORY     - Date     Condition        Report By
 NE0891  HISTORY     - 1980     MONUMENTED       NGS
 NE0891
 NE0891                          STATION DESCRIPTION
 NE0891
 NE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0891'IN GROSSE POINTE FARMS.
 NE0891'IN GROSSE POINTE FARMS, AT THE JUNCTION OF LAKE SHORE DRIVE AND
 NE0891'WINTHROP ROAD, NEAR THE SOUTHEAST CORNER OF A ROCK WALL AROUND
 NE0891'HOUSE NUMBER 255, 19.3 METERS (63.3 FEET) WEST OF THE CENTER LINE
 NE0891'OF THE SOUTH BOUND LANES OF LAKE SHORE DRIVE, 2.95 METERS (9.8
 NE0891'FEET) NORTH OF THE NORTH CURB OF WINTHROP, 5.8 METERS (19 FEET)
 NE0891'EAST OF A 12-INCH FRUIT TREE, 0.6 METERS (2.3  FEET) SOUTH OF THE
 NE0891'SOUTH FACE OF THE ROCK WALL.
 NE0891'THE MARK IS 0.3 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0913 ***********************************************************************
 NE0913  DESIGNATION -  C 236
 NE0913  PID         -  NE0913
 NE0913  STATE/COUNTY-  MI/MACOMB
 NE0913  COUNTRY     -  US
 NE0913  USGS QUAD   -  NEW HAVEN (2017)
 NE0913
 NE0913                         *CURRENT SURVEY CONTROL
 NE0913  ______________________________________________________________________
 NE0913* NAD 83(1986) POSITION- 42 39 29.0    (N) 082 46 36.5    (W)   HD_HELD2
 NE0913* NAVD 88 ORTHO HEIGHT -   178.829 (meters)      586.71  (feet) ADJUSTED
 NE0913  ______________________________________________________________________
 NE0913  GEOID HEIGHT    -        -34.892 (meters)                     GEOID18
 NE0913  DYNAMIC HEIGHT  -        178.779 (meters)      586.54  (feet) COMP
 NE0913  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 NE0913
 NE0913  VERT ORDER      -  FIRST     CLASS II
 NE0913
 NE0913.The horizontal coordinates were established by autonomous hand held GPS
 NE0913.observations and have an estimated accuracy of +/- 10 meters.
 NE0913
 NE0913.The orthometric height was determined by differential leveling and
 NE0913.adjusted by the NATIONAL GEODETIC SURVEY
 NE0913.in June 1991.
 NE0913
 NE0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0913.GEOID18 height accuracy estimate available here.
 NE0913
 NE0913.Click photographs - Photos may exist for this station.
 NE0913
 NE0913.The dynamic height is computed by dividing the NAVD 88
 NE0913.geopotential number by the normal gravity value computed on the
 NE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0913.degrees latitude (g = 980.6199 gals.).
 NE0913
 NE0913.The modeled gravity was interpolated from observed gravity values.
 NE0913
 NE0913;                    North         East    Units  Estimated Accuracy
 NE0913;SPC MI S     -   129,864.    4,130,337.      MT  (+/- 10 meters HH2 GPS)
 NE0913
 NE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5437324373(NAD 83)
 NE0913
 NE0913                          SUPERSEDED SURVEY CONTROL
 NE0913
 NE0913  NGVD 29 (11/26/84)  178.953  (m)          587.12   (f) ADJUSTED    1 2
 NE0913
 NE0913.Superseded values are not recommended for survey control.
 NE0913
 NE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0913.See file dsdata.pdf to determine how the superseded data were derived.
 NE0913
 NE0913_MARKER: DV = VERTICAL CONTROL DISK
 NE0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0913_SP_SET: BRIDGE ABUTMENT
 NE0913_STAMPING: C 236 1980
 NE0913_MARK LOGO: NGS
 NE0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0913+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 NE0913
 NE0913  HISTORY     - Date     Condition        Report By
 NE0913  HISTORY     - 1980     MONUMENTED       NGS
 NE0913  HISTORY     - 19940515 GOOD             LOCENG
 NE0913  HISTORY     - 19950521 GOOD             USPSQD
 NE0913  HISTORY     - 20010331 GOOD             NGS
 NE0913  HISTORY     - 20030802 GOOD             USPSQD
 NE0913  HISTORY     - 20050202 GOOD             ROWEIN
 NE0913  HISTORY     - 20060707 GOOD             SPALD
 NE0913  HISTORY     - 20061212 GOOD             MIDT
 NE0913
 NE0913                          STATION DESCRIPTION
 NE0913
 NE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0913'IN POINT LAKEVIEW.
 NE0913'IN POINT LAKEVIEW, SET IN THE TOP OF THE SOUTH SIDE OF THE EAST
 NE0913'ABUTMENT OF THE JEFFERSON AVENUE BRIDGE OVER THE SALT RIVER, 5.37
 NE0913'METERS (17.6 FEET) WEST OF THE EAST END OF THE EAST ABUTMENT, 0.97
 NE0913'METER (3.2 FEET) SOUTH OF THE NORTH EDGE OF THE CONCRETE WALKWAY
 NE0913'OF THE BRIDGE, 0.18 METER (0.6 FOOT) EAST OF THE NORTHEAST CORNER
 NE0913'OF THE CONCRETE PILLAR AT THE WEST END OF THE EAST ABUTMENT, 0.1
 NE0913'METER (0.3 FOOT) NORTH OF THE METAL GUARD RAIL OF THE ABUTMENT..
 NE0913
 NE0913                          STATION RECOVERY (1994)
 NE0913
 NE0913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0913'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION HAS BEEN COVERED
 NE0913'OVER WITH A CONCRETE PIPE CASE.
 NE0913
 NE0913                          STATION RECOVERY (1995)
 NE0913
 NE0913'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2001)
 NE0913
 NE0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0913
 NE0913                          STATION RECOVERY (2003)
 NE0913
 NE0913'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2005)
 NE0913
 NE0913'RECOVERY NOTE BY ROWE INCORPORATED 2005 (DLS)
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2006)
 NE0913
 NE0913'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0913'STATE PLANE COORDINATES (MDOT CORS)
 NE0913'N 426062.12
 NE0913'E 13550970.86
 NE0913
 NE0913                          STATION RECOVERY (2006)
 NE0913
 NE0913'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0913'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE0913'2.13 METERS (7.0 FEET) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0957 ***********************************************************************
 NE0957  DESIGNATION -  C 237
 NE0957  PID         -  NE0957
 NE0957  STATE/COUNTY-  MI/ST CLAIR
 NE0957  COUNTRY     -  US
 NE0957  USGS QUAD   -  PORT HURON (2017)
 NE0957
 NE0957                         *CURRENT SURVEY CONTROL
 NE0957  ______________________________________________________________________
 NE0957* NAD 83(1986) POSITION- 42 59 57.     (N) 082 26 13.     (W)   SCALED
 NE0957* NAVD 88 ORTHO HEIGHT -   182.524 (meters)      598.83  (feet) ADJUSTED
 NE0957  ______________________________________________________________________
 NE0957  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 NE0957  DYNAMIC HEIGHT  -        182.479 (meters)      598.68  (feet) COMP
 NE0957  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 NE0957
 NE0957  VERT ORDER      -  FIRST     CLASS II
 NE0957
 NE0957.The horizontal coordinates were scaled from a map and have
 NE0957.an estimated accuracy of +/- 6 seconds.
 NE0957
 NE0957.The orthometric height was determined by differential leveling and
 NE0957.adjusted by the NATIONAL GEODETIC SURVEY
 NE0957.in June 1991.
 NE0957
 NE0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0957.GEOID18 height accuracy estimate available here.
 NE0957
 NE0957.Click photographs - Photos may exist for this station.
 NE0957
 NE0957.The dynamic height is computed by dividing the NAVD 88
 NE0957.geopotential number by the normal gravity value computed on the
 NE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0957.degrees latitude (g = 980.6199 gals.).
 NE0957
 NE0957.The modeled gravity was interpolated from observed gravity values.
 NE0957
 NE0957;                    North         East    Units  Estimated Accuracy
 NE0957;SPC MI S     -   168,330.    4,157,330.      MT  (+/- 180 meters Scaled)
 NE0957
 NE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH828617(NAD 83)
 NE0957
 NE0957                          SUPERSEDED SURVEY CONTROL
 NE0957
 NE0957  NGVD 29 (11/26/84)  182.640  (m)          599.21   (f) ADJUSTED    1 2
 NE0957
 NE0957.Superseded values are not recommended for survey control.
 NE0957
 NE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0957.See file dsdata.pdf to determine how the superseded data were derived.
 NE0957
 NE0957_MARKER: I = METAL ROD
 NE0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0957_STAMPING: C 237 1980
 NE0957_MARK LOGO: NGS
 NE0957_PROJECTION: RECESSED 10 CENTIMETERS
 NE0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0957_ROD/PIPE-DEPTH: 15.4 meters
 NE0957_SLEEVE-DEPTH  : 6.1 meters
 NE0957
 NE0957  HISTORY     - Date     Condition        Report By
 NE0957  HISTORY     - 1980     MONUMENTED       NGS
 NE0957  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0957  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0957
 NE0957                          STATION DESCRIPTION
 NE0957
 NE0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0957'IN PORT HURON.
 NE0957'IN PORT HURON, AT THE JUNCTION OF PINE GROVE AVENUE AND ELMWOOD
 NE0957'STREET, ON THE PROPERTY OF THE US IMMIGRATION SERVICE, NEAR THE
 NE0957'NORTH SIDE OF THE BRIDGE, 17.76 METERS (55.0 FEET) NORTHEAST OF THE
 NE0957'NORTHEAST CURB OF PINE GROVE, 40.53 METERS (133.0 FEET) SOUTH OF
 NE0957'THE SOUTH CURB OF ELMWOOD, 9.95 METERS (32.6 FEET) SOUTHWEST OF THE
 NE0957'WEST CORNER OF THE SQUARE BASE OF A STREET LAMP FOR THE EXIT RAMP
 NE0957'OF BRIDGE, 3.0 METERS (9.8 FEET) NORTH OF THE NORTH FACE OF THE
 NE0957'MOST NORTHLY ONE OF 4 PIERS IN THE SECOND ROW OF PIERS NORTHEAST
 NE0957'OF PINE GROVE AVENUE.
 NE0957'THE MARK IS 0.5 M ABOVE PINE GROVE.
 NE0957
 NE0957                          STATION RECOVERY (1994)
 NE0957
 NE0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0957'MARK NOT FOUND.
 NE0957
 NE0957                          STATION RECOVERY (1997)
 NE0957
 NE0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0610 ***********************************************************************
 OJ0610  DESIGNATION -  C 238
 OJ0610  PID         -  OJ0610
 OJ0610  STATE/COUNTY-  MI/SANILAC
 OJ0610  COUNTRY     -  US
 OJ0610  USGS QUAD   -  CROSWELL (2017)
 OJ0610
 OJ0610                         *CURRENT SURVEY CONTROL
 OJ0610  ______________________________________________________________________
 OJ0610* NAD 83(1986) POSITION- 43 18 27.     (N) 082 32 00.     (W)   SCALED
 OJ0610* NAVD 88 ORTHO HEIGHT -   188.581 (meters)      618.70  (feet) ADJUSTED
 OJ0610  ______________________________________________________________________
 OJ0610  GEOID HEIGHT    -        -34.688 (meters)                     GEOID18
 OJ0610  DYNAMIC HEIGHT  -        188.542 (meters)      618.57  (feet) COMP
 OJ0610  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 OJ0610
 OJ0610  VERT ORDER      -  FIRST     CLASS II
 OJ0610
 OJ0610.The horizontal coordinates were scaled from a map and have
 OJ0610.an estimated accuracy of +/- 6 seconds.
 OJ0610
 OJ0610.The orthometric height was determined by differential leveling and
 OJ0610.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0610.in June 1991.
 OJ0610
 OJ0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0610.GEOID18 height accuracy estimate available here.
 OJ0610
 OJ0610.Click photographs - Photos may exist for this station.
 OJ0610
 OJ0610.The dynamic height is computed by dividing the NAVD 88
 OJ0610.geopotential number by the normal gravity value computed on the
 OJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0610.degrees latitude (g = 980.6199 gals.).
 OJ0610
 OJ0610.The modeled gravity was interpolated from observed gravity values.
 OJ0610
 OJ0610;                    North         East    Units  Estimated Accuracy
 OJ0610;SPC MI S     -   202,400.    4,148,720.      MT  (+/- 180 meters Scaled)
 OJ0610
 OJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756961(NAD 83)
 OJ0610
 OJ0610                          SUPERSEDED SURVEY CONTROL
 OJ0610
 OJ0610  NGVD 29 (11/26/84)  188.695  (m)          619.08   (f) ADJUSTED    1 2
 OJ0610
 OJ0610.Superseded values are not recommended for survey control.
 OJ0610
 OJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0610.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0610
 OJ0610_MARKER: I = METAL ROD
 OJ0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0610_STAMPING: C 238 1980
 OJ0610_MARK LOGO: NGS
 OJ0610_PROJECTION: FLUSH
 OJ0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0610_ROD/PIPE-DEPTH: 5.2 meters
 OJ0610
 OJ0610  HISTORY     - Date     Condition        Report By
 OJ0610  HISTORY     - 1980     MONUMENTED       NGS
 OJ0610  HISTORY     - 19940728 GOOD             USPSQD
 OJ0610
 OJ0610                          STATION DESCRIPTION
 OJ0610
 OJ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0610'4.4 KM NORTH FROM LEXINGTON.
 OJ0610'4.4 KILOMETERS (2.75 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0610'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.4 KILOMETER
 OJ0610'(0.25 MILE) SOUTH OF THE JUNCTION OF COUNTY FARM ROAD, TO THE
 OJ0610'GRAVEL ENTRANCE FOR HOUSE 4153 AND 4143, SET WEST OF THE WEST FACE
 OJ0610'OF THE CONCRETE BLOCK WALL OF THE SOUTH ENTRANCE GATE PILLAR. 14.9
 OJ0610'METERS (49.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 METERS
 OJ0610'(9.3 FEET) SOUTH OF THE CENTER OF THE DRIVE, 1.8 METERS (6.1 FEET)
 OJ0610'NORTH OF THE SOUTH END OF THE ENTRANCE WALL, 0.35 METER (1.15 FEET)
 OJ0610'WEST OF THE WEST FACE OF THE WALL.
 OJ0610'THE MARK IS 0.1 M BELOW GROUND.
 OJ0610
 OJ0610                          STATION RECOVERY (1994)
 OJ0610
 OJ0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0637 ***********************************************************************
 OJ0637  DESIGNATION -  C 239
 OJ0637  PID         -  OJ0637
 OJ0637  STATE/COUNTY-  MI/HURON
 OJ0637  COUNTRY     -  US
 OJ0637  USGS QUAD   -  HARBOR BEACH OE E (2017)
 OJ0637
 OJ0637                         *CURRENT SURVEY CONTROL
 OJ0637  ______________________________________________________________________
 OJ0637* NAD 83(1986) POSITION- 43 45 18.     (N) 082 37 16.     (W)   SCALED
 OJ0637* NAVD 88 ORTHO HEIGHT -   178.501 (meters)      585.63  (feet) ADJUSTED
 OJ0637  ______________________________________________________________________
 OJ0637  GEOID HEIGHT    -        -35.130 (meters)                     GEOID18
 OJ0637  DYNAMIC HEIGHT  -        178.469 (meters)      585.53  (feet) COMP
 OJ0637  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 OJ0637  OBS GRAVITY     -    980,435.3   (mgal)                       GRAV_OBS
 OJ0637
 OJ0637  VERT ORDER      -  FIRST     CLASS II
 OJ0637
 OJ0637.The horizontal coordinates were scaled from a map and have
 OJ0637.an estimated accuracy of +/- 6 seconds.
 OJ0637
 OJ0637.The orthometric height was determined by differential leveling and
 OJ0637.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0637.in June 1991.
 OJ0637
 OJ0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0637.GEOID18 height accuracy estimate available here.
 OJ0637
 OJ0637.Click photographs - Photos may exist for this station.
 OJ0637
 OJ0637.The dynamic height is computed by dividing the NAVD 88
 OJ0637.geopotential number by the normal gravity value computed on the
 OJ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0637.degrees latitude (g = 980.6199 gals.).
 OJ0637
 OJ0637.The modeled gravity was interpolated from observed gravity values.
 OJ0637
 OJ0637.The observed gravity was obtained from relative gravimeter ties
 OJ0637.to the IGSN71 gravity network.
 OJ0637
 OJ0637;                    North         East    Units  Estimated Accuracy
 OJ0637;SPC MI S     -   251,950.    4,140,570.      MT  (+/- 180 meters Scaled)
 OJ0637
 OJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ694459(NAD 83)
 OJ0637
 OJ0637                          SUPERSEDED SURVEY CONTROL
 OJ0637
 OJ0637  NGVD 29 (11/26/84)  178.610  (m)          585.99   (f) ADJUSTED    1 2
 OJ0637
 OJ0637.Superseded values are not recommended for survey control.
 OJ0637
 OJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0637.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0637
 OJ0637_MARKER: I = METAL ROD
 OJ0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0637_STAMPING: C 239 1980
 OJ0637_MARK LOGO: NGS
 OJ0637_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0637_ROD/PIPE-DEPTH: 4.9 meters
 OJ0637
 OJ0637  HISTORY     - Date     Condition        Report By
 OJ0637  HISTORY     - 1980     MONUMENTED       NGS
 OJ0637  HISTORY     - 19991211 GOOD             USPSQD
 OJ0637
 OJ0637                          STATION DESCRIPTION
 OJ0637
 OJ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0637'10.7 KM NORTH FROM FORESTVILLE.
 OJ0637'10.7 KILOMETERS (6.65 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0637'JUNCTION OF CEDAR STREET IN FORESTVILLE, 10.85 KILOMETERS (6.75
 OJ0637'HIGHWAY IN HARBOR BEACH, SET EAST OF THE HIGHWAY AT THE SOUTHWEST
 OJ0637'CORNER OF A GARAGE AT HOUSE NUMBER 3267, 38.25 METERS (125.5 FEET)
 OJ0637'EAST OF THE CENTER LINE OF THE HIGHWAY, 14.49 METERS (47.5 FEET)
 OJ0637'WEST-NORTHWEST OF A CONCRETE CAPPED WELL NEAR THE WATER, 0.67 METER
 OJ0637'(2.2 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE.
 OJ0637'THE MARK IS 0.1 M BELOW GROUND.
 OJ0637
 OJ0637                          STATION RECOVERY (1999)
 OJ0637
 OJ0637'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0168 ***********************************************************************
 QL0168  DESIGNATION -  C 23=MAGNETIC STATION
 QL0168  PID         -  QL0168
 QL0168  STATE/COUNTY-  MI/DELTA
 QL0168  COUNTRY     -  US
 QL0168  USGS QUAD   -  ESCANABA (2017)
 QL0168
 QL0168                         *CURRENT SURVEY CONTROL
 QL0168  ______________________________________________________________________
 QL0168* NAD 83(1986) POSITION- 45 44 39.     (N) 087 02 38.     (W)   SCALED
 QL0168* NAVD 88 ORTHO HEIGHT -   177.644 (meters)      582.82  (feet) ADJUSTED
 QL0168  ______________________________________________________________________
 QL0168  GEOID HEIGHT    -        -35.847 (meters)                     GEOID18
 QL0168  DYNAMIC HEIGHT  -        177.644 (meters)      582.82  (feet) COMP
 QL0168  MODELED GRAVITY -    980,608.8   (mgal)                       NAVD 88
 QL0168
 QL0168  VERT ORDER      -  FIRST     CLASS II
 QL0168
 QL0168.The horizontal coordinates were scaled from a map and have
 QL0168.an estimated accuracy of +/- 6 seconds.
 QL0168
 QL0168.The orthometric height was determined by differential leveling and
 QL0168.adjusted by the NATIONAL GEODETIC SURVEY
 QL0168.in June 1991.
 QL0168
 QL0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0168.GEOID18 height accuracy estimate available here.
 QL0168
 QL0168.Click photographs - Photos may exist for this station.
 QL0168
 QL0168.The dynamic height is computed by dividing the NAVD 88
 QL0168.geopotential number by the normal gravity value computed on the
 QL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0168.degrees latitude (g = 980.6199 gals.).
 QL0168
 QL0168.The modeled gravity was interpolated from observed gravity values.
 QL0168
 QL0168;                    North         East    Units  Estimated Accuracy
 QL0168;SPC MI N     -   106,790.    7,996,590.      MT  (+/- 180 meters Scaled)
 QL0168
 QL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR965656(NAD 83)
 QL0168
 QL0168                          SUPERSEDED SURVEY CONTROL
 QL0168
 QL0168  NGVD 29 (??/??/92)  177.663  (m)          582.88   (f) ADJ UNCH    1 2
 QL0168
 QL0168.Superseded values are not recommended for survey control.
 QL0168
 QL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0168.See file dsdata.pdf to determine how the superseded data were derived.
 QL0168
 QL0168_MARKER: DM = MAGNETIC STATION DISK
 QL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0168_STAMPING: ELEV 582.883 FT C 23
 QL0168_MARK LOGO: CGS
 QL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0168+STABILITY: SURFACE MOTION
 QL0168
 QL0168  HISTORY     - Date     Condition        Report By
 QL0168  HISTORY     - 1917     MONUMENTED       CGS
 QL0168  HISTORY     - 1958     MARK NOT FOUND   CGS
 QL0168  HISTORY     - 19961028 MARK NOT FOUND   USPSQD
 QL0168
 QL0168                          STATION DESCRIPTION
 QL0168
 QL0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QL0168'AT ESCANABA.
 QL0168'AT ESCANABA, DELTA COUNTY, 161.2 FEET SOUTHEAST OF THE SOUTHEAST
 QL0168'CORNER OF THE SAND POINT LIGHTHOUSE, 235 FEET WEST OF THE
 QL0168'SOUTHWEST CORNER OF THE FOG BELL STATION, 83.2 FEET SOUTH OF THE
 QL0168'SOUTH EDGE OF THE CONCRETE WALK, AND 2-1/4 FEET UNDERGROUND.
 QL0168'A STANDARD MAGNETIC-STATION DISK, STAMPED ELEV. 582.883 FT. C 23
 QL0168'AND SET IN THE TOP OF A CONCRETE POST SURROUNDED BY A 20-INCH
 QL0168'TILE.
 QL0168
 QL0168                          STATION RECOVERY (1996)
 QL0168
 QL0168'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0491 ***********************************************************************
 RJ0491  DESIGNATION -  C 24
 RJ0491  PID         -  RJ0491
 RJ0491  STATE/COUNTY-  MI/LUCE
 RJ0491  COUNTRY     -  US
 RJ0491  USGS QUAD   -  AUGER LAKE (2017)
 RJ0491
 RJ0491                         *CURRENT SURVEY CONTROL
 RJ0491  ______________________________________________________________________
 RJ0491* NAD 83(1986) POSITION- 46 25 54.53   (N) 085 30 36.87   (W)   HD_HELD1
 RJ0491* NAVD 88 ORTHO HEIGHT -   239.772 (meters)      786.65  (feet) ADJUSTED
 RJ0491  ______________________________________________________________________
 RJ0491  GEOID HEIGHT    -        -35.583 (meters)                     GEOID18
 RJ0491  DYNAMIC HEIGHT  -        239.787 (meters)      786.70  (feet) COMP
 RJ0491  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 RJ0491
 RJ0491  VERT ORDER      -  SECOND    CLASS 0
 RJ0491
 RJ0491.The horizontal coordinates were determined by differentially corrected
 RJ0491.hand held GPS observations or other comparable positioning techniques
 RJ0491.and have an estimated accuracy of +/- 3 meters.
 RJ0491
 RJ0491.The orthometric height was determined by differential leveling and
 RJ0491.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0491.in June 1991.
 RJ0491
 RJ0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0491.GEOID18 height accuracy estimate available here.
 RJ0491
 RJ0491.Click photographs - Photos may exist for this station.
 RJ0491
 RJ0491.The dynamic height is computed by dividing the NAVD 88
 RJ0491.geopotential number by the normal gravity value computed on the
 RJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0491.degrees latitude (g = 980.6199 gals.).
 RJ0491
 RJ0491.The modeled gravity was interpolated from observed gravity values.
 RJ0491
 RJ0491;                    North         East    Units  Estimated Accuracy
 RJ0491;SPC MI N     -   184,295.1   8,114,483.1     MT  (+/- 3 meters HH1 GPS) 
 RJ0491
 RJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1445443105(NAD 83)
 RJ0491
 RJ0491                          SUPERSEDED SURVEY CONTROL
 RJ0491
 RJ0491  NGVD 29 (??/??/92)  239.733  (m)          786.52   (f) ADJ UNCH    2 0
 RJ0491
 RJ0491.Superseded values are not recommended for survey control.
 RJ0491
 RJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0491.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0491
 RJ0491_MARKER: DB = BENCH MARK DISK
 RJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0491_STAMPING: C 24 1950 ARMY MAP SERVICE
 RJ0491_MARK LOGO: USACE
 RJ0491_PROJECTION: FLUSH
 RJ0491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RJ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0491+STABILITY: SURFACE MOTION
 RJ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0491+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2022
 RJ0491
 RJ0491  HISTORY     - Date     Condition        Report By
 RJ0491  HISTORY     - 1950     MONUMENTED       AMS
 RJ0491  HISTORY     - 1964     GOOD             CGS
 RJ0491  HISTORY     - 20040920 GOOD             USPSQD
 RJ0491  HISTORY     - 20220507 GOOD             PROFLN
 RJ0491
 RJ0491                          STATION DESCRIPTION
 RJ0491
 RJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0491'5.3 MI N FROM NEWBERRY.
 RJ0491'ABOUT 5.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0491'RAILROAD STATION AT NEWBERRY, IN S 35, T 47 N, R 10 W, ABOUT
 RJ0491'1.0 MILE NORTH OF FOUR MILE CORNER, 90 FEET NORTHWEST OF THE
 RJ0491'CENTER OF THE JUNCTION OF A NARROW SAND ROAD LEADING NORTH,
 RJ0491'ON THE OUTSIDE OF A LONG CURVE AND 29 FEET WEST OF THE CENTER
 RJ0491'LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE LINE, 1.3 FEET
 RJ0491'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 RJ0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RJ0491
 RJ0491                          STATION RECOVERY (2004)
 RJ0491
 RJ0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0491'RECOVERED IN GOOD CONDITION.
 RJ0491
 RJ0491                          STATION RECOVERY (2022)
 RJ0491
 RJ0491'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (PNL)
 RJ0491'THE MARK IS LOCATED ON THE NORTHWEST SIDE OF STATE HIGHWAY M-123 ON
 RJ0491'THE OUTSIDE OF A CURVE AT A GRAVEL DRIVE LEADING NORTH TO PROPERTIES
 RJ0491'13546 AND 13548 AND AT A WOODS ROAD LEADING TO THE WEST-SOUTHWEST, 66
 RJ0491'FT (20.1 M) NORTHWEST OF CENTER OF M-123, 34 FT (10.4 M) WEST OF
 RJ0491'CENTER OF GRAVEL DRIVE, 38 FT (11.6 M) SOUTH OF CENTER OF WOODS ROAD,
 RJ0491'S35W-116.1 FEET OF A POWER POLE, BEING ANGLE POINT IN POWER LINE AND
 RJ0491'1.2 FT (0.4 M) SOUTH OF A METAL WITNESS POST.  THE DISK IS SET IN THE
 RJ0491'TOP OF A 6 INCH (15 CM) SQUARE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0061 ***********************************************************************
 NG0061  DESIGNATION -  C 24 RESET
 NG0061  PID         -  NG0061
 NG0061  STATE/COUNTY-  MI/BERRIEN
 NG0061  COUNTRY     -  US
 NG0061  USGS QUAD   -  BENTON HARBOR (2017)
 NG0061
 NG0061                         *CURRENT SURVEY CONTROL
 NG0061  ______________________________________________________________________
 NG0061* NAD 83(1986) POSITION- 42 07 10.     (N) 086 27 14.     (W)   SCALED
 NG0061* NAVD 88 ORTHO HEIGHT -   179.22  (meters)      588.0   (feet) RESET
 NG0061  ______________________________________________________________________
 NG0061  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 NG0061  VERT ORDER      -  THIRD
 NG0061
 NG0061.The horizontal coordinates were scaled from a map and have
 NG0061.an estimated accuracy of +/- 6 seconds.
 NG0061
 NG0061.The orthometric height was computed from unverified reset data.
 NG0061
 NG0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0061.GEOID18 height accuracy estimate available here.
 NG0061
 NG0061.Click photographs - Photos may exist for this station.
 NG0061
 NG0061;                    North         East    Units  Estimated Accuracy
 NG0061;SPC MI S     -    70,950.    3,827,410.      MT  (+/- 180 meters Scaled)
 NG0061
 NG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM451631(NAD 83)
 NG0061
 NG0061                          SUPERSEDED SURVEY CONTROL
 NG0061
 NG0061  NGVD 29 (02/05/16)  179.37   (m)          588.5    (f) RESET       3  
 NG0061
 NG0061.Superseded values are not recommended for survey control.
 NG0061
 NG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0061.See file dsdata.pdf to determine how the superseded data were derived.
 NG0061
 NG0061_MARKER: DV = VERTICAL CONTROL DISK
 NG0061_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NG0061+WITH SETTING: PAVEMENT
 NG0061_SP_SET: SIGNAL BASE
 NG0061_STAMPING: C 24 RESET 1974
 NG0061_MARK LOGO: NGS
 NG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0061+STABILITY: SURFACE MOTION
 NG0061
 NG0061  HISTORY     - Date     Condition        Report By
 NG0061  HISTORY     - 1974     MONUMENTED       NGS
 NG0061  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0061
 NG0061                          STATION DESCRIPTION
 NG0061
 NG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NG0061'AT BENTON HARBOR.
 NG0061'A STANDARD DISK STAMPED C 24 RESET 1974, SET IN A DRILL HOLE
 NG0061'IN THE TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF A
 NG0061'RAILROAD CROSSING SIGNAL, 30 FEET NORTHEAST OF THE CENTERLINE
 NG0061'OF NORTH SHORE ST., 76 FEET SOUTHEAST OF THE INTERSECTION OF
 NG0061'NORTH SHORE AND GRAHAM STREETS, 13 FEET SOUTH OF THE SOUTH RAIL
 NG0061'OF THE NYC RAILROAD AND 52 FEET SOUTH OF THE SOUTH RAIL OF THE
 NG0061'C AND O RAILROAD.
 NG0061
 NG0061                          STATION RECOVERY (1985)
 NG0061
 NG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0061'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0032 ***********************************************************************
 NE0032  DESIGNATION -  C 24 USLS
 NE0032  PID         -  NE0032
 NE0032  STATE/COUNTY-  MI/ST CLAIR
 NE0032  COUNTRY     -  US
 NE0032  USGS QUAD   -  PORT HURON (2017)
 NE0032
 NE0032                         *CURRENT SURVEY CONTROL
 NE0032  ______________________________________________________________________
 NE0032* NAD 83(1986) POSITION- 42 53 13.     (N) 082 28 34.     (W)   SCALED
 NE0032* NAVD 88 ORTHO HEIGHT -   183.263 (meters)      601.26  (feet) ADJUSTED
 NE0032  ______________________________________________________________________
 NE0032  GEOID HEIGHT    -        -34.955 (meters)                     GEOID18
 NE0032  DYNAMIC HEIGHT  -        183.215 (meters)      601.10  (feet) COMP
 NE0032  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 NE0032
 NE0032  VERT ORDER      -  FIRST     CLASS 0
 NE0032
 NE0032.The horizontal coordinates were scaled from a map and have
 NE0032.an estimated accuracy of +/- 6 seconds.
 NE0032
 NE0032.The orthometric height was determined by differential leveling and
 NE0032.adjusted by the NATIONAL GEODETIC SURVEY
 NE0032.in June 1991.
 NE0032
 NE0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0032.GEOID18 height accuracy estimate available here.
 NE0032
 NE0032.Click photographs - Photos may exist for this station.
 NE0032
 NE0032.The dynamic height is computed by dividing the NAVD 88
 NE0032.geopotential number by the normal gravity value computed on the
 NE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0032.degrees latitude (g = 980.6199 gals.).
 NE0032
 NE0032.The modeled gravity was interpolated from observed gravity values.
 NE0032
 NE0032;                    North         East    Units  Estimated Accuracy
 NE0032;SPC MI S     -   155,790.    4,154,410.      MT  (+/- 180 meters Scaled)
 NE0032
 NE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794493(NAD 83)
 NE0032
 NE0032                          SUPERSEDED SURVEY CONTROL
 NE0032
 NE0032  NGVD 29 (??/??/92)  183.384  (m)          601.65   (f) ADJ UNCH    1 0
 NE0032
 NE0032.Superseded values are not recommended for survey control.
 NE0032
 NE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0032.See file dsdata.pdf to determine how the superseded data were derived.
 NE0032
 NE0032_MARKER: DD = SURVEY DISK
 NE0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0032_SP_SET: CEMENT BLOCK WALL
 NE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0032
 NE0032  HISTORY     - Date     Condition        Report By
 NE0032  HISTORY     - 1929     MONUMENTED       USLS
 NE0032  HISTORY     - 1970     GOOD             USLS
 NE0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0032  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0032  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0032  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0032
 NE0032                          STATION DESCRIPTION
 NE0032
 NE0032'DESCRIBED BY US LAKE SURVEY 1970
 NE0032'AT MARYSVILLE.
 NE0032'C 24 IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON THE RIVER
 NE0032'SIDE OF HIGHWAY M-29, ABOUT ABREAST OF THE MIDDLE OF STAG ISLAND
 NE0032'AND JUST NORTH OF STAG ISLAND MIDDLE LIGHT, ON HIGHWAY FACE
 NE0032'OF RESIDENCE AT 2401, 7.1 FEET FROM THE SOUTHWEST CORNER, 4-1/2
 NE0032'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 NE0032'DISC SET INTO THE CEMENT BLOCK WALL.  NOTE-- PREV. DESIG. BM C 24
 NE0032'1929
 NE0032
 NE0032                          STATION RECOVERY (1980)
 NE0032
 NE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0032'NOT RECOVERED, ALUMINUM SIDING HAS BEEN INSTALLED COVERING THE MARK.
 NE0032
 NE0032                          STATION RECOVERY (1983)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0032'MARK NOT FOUND.
 NE0032
 NE0032                          STATION RECOVERY (1994)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0032'MARK NOT FOUND.
 NE0032
 NE0032                          STATION RECOVERY (2005)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0032'STATION RECOVERY DESCRIPTION FROM 1980 IS ACCURATE.  BELIEVE SIDING ON
 NE0032'HOUSE IS COVERING MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0011 ***********************************************************************
 NG0011  DESIGNATION -  C 25
 NG0011  PID         -  NG0011
 NG0011  STATE/COUNTY-  MI/OTTAWA
 NG0011  COUNTRY     -  US
 NG0011  USGS QUAD   -  HOLLAND EAST (2017)
 NG0011
 NG0011                         *CURRENT SURVEY CONTROL
 NG0011  ______________________________________________________________________
 NG0011* NAD 83(1986) POSITION- 42 47 17.     (N) 086 05 54.     (W)   SCALED
 NG0011* NAVD 88 ORTHO HEIGHT -   185.759 (meters)      609.44  (feet) ADJUSTED
 NG0011  ______________________________________________________________________
 NG0011  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 NG0011  DYNAMIC HEIGHT  -        185.713 (meters)      609.29  (feet) COMP
 NG0011  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 NG0011
 NG0011  VERT ORDER      -  FIRST     CLASS II
 NG0011
 NG0011.The horizontal coordinates were scaled from a map and have
 NG0011.an estimated accuracy of +/- 6 seconds.
 NG0011
 NG0011.The orthometric height was determined by differential leveling and
 NG0011.adjusted by the NATIONAL GEODETIC SURVEY
 NG0011.in June 1991.
 NG0011
 NG0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0011.GEOID18 height accuracy estimate available here.
 NG0011
 NG0011.Click photographs - Photos may exist for this station.
 NG0011
 NG0011.The dynamic height is computed by dividing the NAVD 88
 NG0011.geopotential number by the normal gravity value computed on the
 NG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0011.degrees latitude (g = 980.6199 gals.).
 NG0011
 NG0011.The modeled gravity was interpolated from observed gravity values.
 NG0011
 NG0011;                    North         East    Units  Estimated Accuracy
 NG0011;SPC MI S     -   144,530.    3,858,340.      MT  (+/- 180 meters Scaled)
 NG0011
 NG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN737376(NAD 83)
 NG0011
 NG0011                          SUPERSEDED SURVEY CONTROL
 NG0011
 NG0011  NGVD 29 (??/??/92)  185.918  (m)          609.97   (f) ADJ UNCH    1 2
 NG0011
 NG0011.Superseded values are not recommended for survey control.
 NG0011
 NG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0011.See file dsdata.pdf to determine how the superseded data were derived.
 NG0011
 NG0011_MARKER: DB = BENCH MARK DISK
 NG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0011_STAMPING: 609.966 C 25 1930
 NG0011_MARK LOGO: CGS
 NG0011_PROJECTION: PROJECTING 9 CENTIMETERS
 NG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0011+STABILITY: SURFACE MOTION
 NG0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0011+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 NG0011
 NG0011  HISTORY     - Date     Condition        Report By
 NG0011  HISTORY     - 1930     MONUMENTED       CGS
 NG0011  HISTORY     - 1944     GOOD             CGS
 NG0011  HISTORY     - 1983     POOR             USPSQD
 NG0011  HISTORY     - 1984     POOR             NGS
 NG0011  HISTORY     - 1987     GOOD             USPSQD
 NG0011  HISTORY     - 1988     GOOD             USPSQD
 NG0011  HISTORY     - 20040429 GOOD             INDIV
 NG0011  HISTORY     - 20160602 POOR             MIDT
 NG0011
 NG0011                          STATION DESCRIPTION
 NG0011
 NG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NG0011'IN HOLLAND.
 NG0011'AT HOLLAND, OTTAWA COUNTY, 1/4 MILE SOUTH ALONG THE PERE MARQUETTE
 NG0011'RWY. FROM THE STATION, 97.4 FEET NORTH OF THE CENTERLINE OF EAST
 NG0011'ELEVENTH STREET, AND 55.8 FEET EAST OF THE EAST RAIL OF THE MAIN
 NG0011'TRACK.  A STANDARD DISK, STAMPED 609.966 C 25 1930 AND SET IN THE
 NG0011'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NG0011
 NG0011                          STATION RECOVERY (1983)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0011'ONE CORNER OF POST BROKEN OFF, DISK CRACKED AND STAMPING PARTIALY
 NG0011'OBLITERATED. LOOKS LIKE IT HAS BEEN RUN OVER BY HEAVY EQUIPMENT. MARK
 NG0011'IS LOCATED 1 OR 2 FEED OFF A GRAVEL SERVICE ROAD.
 NG0011
 NG0011                          STATION RECOVERY (1984)
 NG0011
 NG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS, IN HOLLAND,
 NG0011'BETWEEN TENTH AND ELEVENTH STREET ON THE EAST SIDE OF THE CHESAPEAKE
 NG0011'AND OHIO RAILROAD, IS ABOUT 76.2 METERS (250.0 FT) WEST OF LINCOLN
 NG0011'AVENUE, 29.6 METERS (97.4 FT) NORTH OF THE CENTERLINE OF ELEVENTH
 NG0011'STREET, 17.6 METERS (57.8 FT) EAST OF THE EAST RAIL AND 5.27 METERS
 NG0011'(17.3 FT) NORTHWEST OF A TELEGRAPH POLE.  NOTE, STAMPING IS PARTIALLY
 NG0011'MUTILATED.
 NG0011'THE MARK IS 0.12 METERS  S FROM A WITNESS POST.
 NG0011'THE MARK IS ABOVE LEVEL WITH TRACKS.
 NG0011
 NG0011                          STATION RECOVERY (1987)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0011'RECOVERED IN GOOD CONDITION.
 NG0011
 NG0011                          STATION RECOVERY (1988)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0011'RECOVERED IN GOOD CONDITION.
 NG0011
 NG0011                          STATION RECOVERY (2004)
 NG0011
 NG0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0011'A TREE IS LOCATED TO THE SOUTH 4 FEET.
 NG0011'THE DISC HAS SCARS BUT THE STABILITY OF THE MONUMENT IS GOOD.
 NG0011
 NG0011                          STATION RECOVERY (2016)
 NG0011
 NG0011'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NG0011'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0488 ***********************************************************************
 RJ0488  DESIGNATION -  C 25 RESET
 RJ0488  PID         -  RJ0488
 RJ0488  STATE/COUNTY-  MI/LUCE
 RJ0488  COUNTRY     -  US
 RJ0488  USGS QUAD   -  AUGER LAKE (2017)
 RJ0488
 RJ0488                         *CURRENT SURVEY CONTROL
 RJ0488  ______________________________________________________________________
 RJ0488* NAD 83(1986) POSITION- 46 23 34.     (N) 085 30 36.     (W)   SCALED
 RJ0488* NAVD 88 ORTHO HEIGHT -   226.765 (meters)      743.98  (feet) ADJUSTED
 RJ0488  ______________________________________________________________________
 RJ0488  GEOID HEIGHT    -        -35.484 (meters)                     GEOID18
 RJ0488  DYNAMIC HEIGHT  -        226.779 (meters)      744.02  (feet) COMP
 RJ0488  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0488
 RJ0488  VERT ORDER      -  SECOND    CLASS 0
 RJ0488
 RJ0488.The horizontal coordinates were scaled from a map and have
 RJ0488.an estimated accuracy of +/- 6 seconds.
 RJ0488
 RJ0488.The orthometric height was determined by differential leveling and
 RJ0488.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0488.in June 1991.
 RJ0488
 RJ0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0488.GEOID18 height accuracy estimate available here.
 RJ0488
 RJ0488.Click photographs - Photos may exist for this station.
 RJ0488
 RJ0488.The dynamic height is computed by dividing the NAVD 88
 RJ0488.geopotential number by the normal gravity value computed on the
 RJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0488.degrees latitude (g = 980.6199 gals.).
 RJ0488
 RJ0488.The modeled gravity was interpolated from observed gravity values.
 RJ0488
 RJ0488;                    North         East    Units  Estimated Accuracy
 RJ0488;SPC MI N     -   179,960.    8,114,580.      MT  (+/- 180 meters Scaled)
 RJ0488
 RJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS145387(NAD 83)
 RJ0488
 RJ0488                          SUPERSEDED SURVEY CONTROL
 RJ0488
 RJ0488  NGVD 29 (??/??/92)  226.728  (m)          743.86   (f) ADJ UNCH    2 0
 RJ0488
 RJ0488.Superseded values are not recommended for survey control.
 RJ0488
 RJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0488.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0488
 RJ0488_MARKER: DB = BENCH MARK DISK
 RJ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0488_STAMPING: C 25 1950 RESET 1964 ARMY MAP SERVICE
 RJ0488_MARK LOGO: USACE
 RJ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0488+STABILITY: SURFACE MOTION
 RJ0488
 RJ0488  HISTORY     - Date     Condition        Report By
 RJ0488  HISTORY     - 1964     MONUMENTED       AMS
 RJ0488  HISTORY     - 1964     GOOD             CGS
 RJ0488  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 RJ0488
 RJ0488                          STATION DESCRIPTION
 RJ0488
 RJ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0488'2.5 MI N FROM NEWBERRY.
 RJ0488'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0488'RAILROAD STATION AT NEWBERRY, IN S 12, T 46 N, R 10 W, ABOUT
 RJ0488'0.25 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 446 LEADING
 RJ0488'WEST, AT THE JUNCTION OF A GRAVELED DRIVE LEADING EAST TO AN
 RJ0488'ABANDONED HOMESITE, 70 FEET EAST OF THE CENTER LINE OF THE
 RJ0488'HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28
 RJ0488'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 14 1/2 FEET SOUTHEAST
 RJ0488'OF THE SOUTH END OF A 30-INCH PIPE CULVERT UNDER THE DRIVE, 2 1/2
 RJ0488'FEET NORTH OF A POWER POLE, AND IN LINE WITH A ROW OF POLES,
 RJ0488'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 RJ0488'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RJ0488'POST PROJECTING 2 INCHES.
 RJ0488
 RJ0488                          STATION RECOVERY (2004)
 RJ0488
 RJ0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0488'LOCATION IS IN LINE WITH UNDERGROUND UTILITY LINES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0031 ***********************************************************************
 NE0031  DESIGNATION -  C 26 USLS
 NE0031  PID         -  NE0031
 NE0031  STATE/COUNTY-  MI/ST CLAIR
 NE0031  COUNTRY     -  US
 NE0031  USGS QUAD   -  ST. CLAIR (2017)
 NE0031
 NE0031                         *CURRENT SURVEY CONTROL
 NE0031  ______________________________________________________________________
 NE0031* NAD 83(1986) POSITION- 42 52 19.     (N) 082 28 33.     (W)   SCALED
 NE0031* NAVD 88 ORTHO HEIGHT -   183.807 (meters)      603.04  (feet) ADJUSTED
 NE0031  ______________________________________________________________________
 NE0031  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 NE0031  DYNAMIC HEIGHT  -        183.759 (meters)      602.88  (feet) COMP
 NE0031  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 NE0031
 NE0031  VERT ORDER      -  FIRST     CLASS 0
 NE0031
 NE0031.The horizontal coordinates were scaled from a map and have
 NE0031.an estimated accuracy of +/- 6 seconds.
 NE0031
 NE0031.The orthometric height was determined by differential leveling and
 NE0031.adjusted by the NATIONAL GEODETIC SURVEY
 NE0031.in June 1991.
 NE0031
 NE0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0031.GEOID18 height accuracy estimate available here.
 NE0031
 NE0031.Click photographs - Photos may exist for this station.
 NE0031
 NE0031.The dynamic height is computed by dividing the NAVD 88
 NE0031.geopotential number by the normal gravity value computed on the
 NE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0031.degrees latitude (g = 980.6199 gals.).
 NE0031
 NE0031.The modeled gravity was interpolated from observed gravity values.
 NE0031
 NE0031;                    North         East    Units  Estimated Accuracy
 NE0031;SPC MI S     -   154,130.    4,154,470.      MT  (+/- 180 meters Scaled)
 NE0031
 NE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794476(NAD 83)
 NE0031
 NE0031                          SUPERSEDED SURVEY CONTROL
 NE0031
 NE0031  NGVD 29 (11/26/84)  183.929  (m)          603.44   (f) ADJUSTED    1 0
 NE0031
 NE0031.Superseded values are not recommended for survey control.
 NE0031
 NE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0031.See file dsdata.pdf to determine how the superseded data were derived.
 NE0031
 NE0031_MARKER: DD = SURVEY DISK
 NE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0031_PROJECTION: PROJECTING 45 CENTIMETERS
 NE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0031+STABILITY: SURFACE MOTION
 NE0031
 NE0031  HISTORY     - Date     Condition        Report By
 NE0031  HISTORY     - 1929     MONUMENTED       USLS
 NE0031  HISTORY     - 1970     GOOD             USLS
 NE0031  HISTORY     - 1980     GOOD             NGS
 NE0031  HISTORY     - 19990605 GOOD             USPSQD
 NE0031  HISTORY     - 20050410 GOOD             USPSQD
 NE0031
 NE0031                          STATION DESCRIPTION
 NE0031
 NE0031'DESCRIBED BY US LAKE SURVEY 1970
 NE0031'IN MARYSVILLE.
 NE0031'C 26 IS IN ST. CLAIR COUNTY, MICHIGAN, AT THE SOUTHERLY LIMITS
 NE0031'OF MARYSVILLE, AT Y-INTERSECTION OF RIVER ROAD AND BUSHA ROAD
 NE0031'(HIGHWAY M-29), AT NO. 1155 RIVER ROAD, ABOUT 100 FEET SOUTH
 NE0031'OF A CULVERT, 17.5 FEET EAST OF EAST EDGE OF ROAD PAVEMENT,
 NE0031'1 FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0031'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT.
 NE0031'NOTE-- PREV. DESIG. BM C 26 1929
 NE0031
 NE0031                          STATION RECOVERY (1980)
 NE0031
 NE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0031'6.1 KILOMETERS (3.8 MILES) NORTH-NORTHEAST ALONG STATE HIGHWAY 29
 NE0031'FROM THE OPERATION HOUSE OF HIGHWAY 29 DRAW BRIDGE OVER THE PINE
 NE0031'RIVER IN ST CLAIR, TO THE MARK ON THE EAST SIDE OF THE HIGHWAY
 NE0031'SET BETWEEN THE PAVED DRIVE FOR HOUSE 1161 AND 1155 HIGHWAY 29,
 NE0031'50.2 METERS (165.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 NE0031'8.0 METERS (26.2 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR HOUSE
 NE0031'1155, 7.1 METERS (23.3 FEET) NORTH OF THE CENTER OF THE DRIVE FOR
 NE0031'FOR HOUSE 1161.
 NE0031'THE MARK IS 0.6 M ABOVE GROUND.
 NE0031
 NE0031                          STATION RECOVERY (1999)
 NE0031
 NE0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0031'RECOVERED IN GOOD CONDITION.
 NE0031
 NE0031                          STATION RECOVERY (2005)
 NE0031
 NE0031'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1318 ***********************************************************************
 RJ1318  DESIGNATION -  C 27 BRP+149
 RJ1318  PID         -  RJ1318
 RJ1318  STATE/COUNTY-  MI/CHIPPEWA
 RJ1318  COUNTRY     -  US
 RJ1318  USGS QUAD   -  SHALLOWS (2017)
 RJ1318
 RJ1318                         *CURRENT SURVEY CONTROL
 RJ1318  ______________________________________________________________________
 RJ1318* NAD 83(1994) POSITION- 46 27 08.56004(N) 084 28 47.74697(W)   ADJUSTED
 RJ1318* NAVD 88 ORTHO HEIGHT -   184.1   (meters)      604.    (feet) VERTCON3
 RJ1318  ______________________________________________________________________
 RJ1318  GEOID HEIGHT    -        -36.500 (meters)                     GEOID18
 RJ1318  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 RJ1318  HORZ ORDER      -  SECOND
 RJ1318
 RJ1318.The horizontal coordinates were established by classical geodetic methods
 RJ1318.and adjusted by the National Geodetic Survey in February 1997.
 RJ1318
 RJ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1318
 RJ1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1318.GEOID18 height accuracy estimate available here.
 RJ1318
 RJ1318.Click photographs - Photos may exist for this station.
 RJ1318
 RJ1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1318
 RJ1318. The following values were computed from the NAD 83(1994) position.
 RJ1318
 RJ1318;                    North         East     Units Scale Factor Converg.
 RJ1318;SPC MI N     -   188,582.020 8,193,565.357   MT  0.99990708   +1 49 17.3
 RJ1318;SPC MI N     -   618,707.41 26,881,776.11   iFT  0.99990708   +1 49 17.3
 RJ1318;UTM  16      - 5,147,397.631   693,535.424   MT  1.00006043   +1 49 37.6
 RJ1318
 RJ1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1318!SPC MI N     -   0.99997686  x   0.99990708  =   0.99988394
 RJ1318!UTM  16      -   0.99997686  x   1.00006043  =   1.00003728
 RJ1318
 RJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9353547397(NAD 83)
 RJ1318
 RJ1318                          SUPERSEDED SURVEY CONTROL
 RJ1318
 RJ1318  NAD 83(1986)-  46 27 08.55198(N)    084 28 47.74430(W) AD(       ) 2
 RJ1318  NGVD 29 (05/22/90)  184.1    (m)          604.     (f) VERT ANG       
 RJ1318
 RJ1318.Superseded values are not recommended for survey control.
 RJ1318
 RJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1318.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1318
 RJ1318_MARKER: DS = TRIANGULATION STATION DISK
 RJ1318_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1318+WITH SETTING: INFORMATION.
 RJ1318_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1318
 RJ1318  HISTORY     - Date     Condition        Report By
 RJ1318  HISTORY     - 1988     MONUMENTED       USACE
 RJ1318
 RJ1318                          STATION DESCRIPTION
 RJ1318
 RJ1318'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1318'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) SOUTHWEST OF SAULT
 RJ1318'STE MARIE. 9.0 KM (5.6 MI) NORTHEAST OF BRIMLEY NEAR U.S. AND
 RJ1318'CANADIAN BORDERS IN ST MARYS RIVER CHANNEL OUT FROM IZAAK WALTON
 RJ1318'BAY ON THE MOST WESTERLY ISLAND OF A GROUP OF THREE ISLANDS.
 RJ1318'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RJ1318'
 RJ1318'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1318'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1318'LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO
 RJ1318'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND
 RJ1318'GO WEST FOR 1.0 (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH.
 RJ1318'TRAVEL BY BOAT UPRIVER FOR 0.75 HOURS TO IZAAK WALTON BAY TO THE
 RJ1318'WESTERLY ISLAND OF A GROUP OF THREE AND THE STATION.
 RJ1318'
 RJ1318'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---BRP+149
 RJ1318'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RJ1318'DRIVEN INTO THE GROUND, LOCATED 15.2 METERS (50 FT) FROM EDGE OF
 RJ1318'WATER AND 61.0 METERS (200 FT) EAST OF THE NORTHWEST TIP OF THE BAY.
 RJ1318'
 RJ1318'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0321 ***********************************************************************
 PL0321  DESIGNATION -  C 28
 PL0321  PID         -  PL0321
 PL0321  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0321  COUNTRY     -  US
 PL0321  USGS QUAD   -  KINGSLEY (2017)
 PL0321
 PL0321                         *CURRENT SURVEY CONTROL
 PL0321  ______________________________________________________________________
 PL0321* NAD 83(1986) POSITION- 44 33 09.01   (N) 085 30 55.42   (W)   HD_HELD1
 PL0321* NAVD 88 ORTHO HEIGHT -   326.082 (meters)     1069.82  (feet) ADJUSTED
 PL0321  ______________________________________________________________________
 PL0321  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 PL0321  DYNAMIC HEIGHT  -        326.045 (meters)     1069.70  (feet) COMP
 PL0321  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 PL0321
 PL0321  VERT ORDER      -  FIRST     CLASS II
 PL0321
 PL0321.The horizontal coordinates were determined by differentially corrected
 PL0321.hand held GPS observations or other comparable positioning techniques
 PL0321.and have an estimated accuracy of +/- 3 meters.
 PL0321
 PL0321.The orthometric height was determined by differential leveling and
 PL0321.adjusted by the NATIONAL GEODETIC SURVEY
 PL0321.in June 1991.
 PL0321
 PL0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0321.GEOID18 height accuracy estimate available here.
 PL0321
 PL0321.Click photographs - Photos may exist for this station.
 PL0321
 PL0321.The dynamic height is computed by dividing the NAVD 88
 PL0321.geopotential number by the normal gravity value computed on the
 PL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0321.degrees latitude (g = 980.6199 gals.).
 PL0321
 PL0321.The modeled gravity was interpolated from observed gravity values.
 PL0321
 PL0321;                    North         East    Units  Estimated Accuracy
 PL0321;SPC MI C     -   137,973.0   5,908,733.1     MT  (+/- 3 meters HH1 GPS) 
 PL0321
 PL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1791734312(NAD 83)
 PL0321
 PL0321                          SUPERSEDED SURVEY CONTROL
 PL0321
 PL0321  NGVD 29 (??/??/92)  326.160  (m)         1070.08   (f) ADJ UNCH    1 2
 PL0321
 PL0321.Superseded values are not recommended for survey control.
 PL0321
 PL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0321.See file dsdata.pdf to determine how the superseded data were derived.
 PL0321
 PL0321_MARKER: DB = BENCH MARK DISK
 PL0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0321_STAMPING: 1070.077 C 28 1930
 PL0321_MARK LOGO: CGS
 PL0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0321+STABILITY: SURFACE MOTION
 PL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0321+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 PL0321
 PL0321  HISTORY     - Date     Condition        Report By
 PL0321  HISTORY     - 1930     MONUMENTED       CGS
 PL0321  HISTORY     - 1934     GOOD             CGS
 PL0321  HISTORY     - 19991111 GOOD             USPSQD
 PL0321  HISTORY     - 20040910 GOOD             DRIES
 PL0321  HISTORY     - 20060410 GOOD             GEOCAC
 PL0321  HISTORY     - 20061002 GOOD             INDIV
 PL0321
 PL0321                          STATION DESCRIPTION
 PL0321
 PL0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0321'IN SUMMIT CITY.
 PL0321'AT SUMMIT CITY, 16 RAILS NORTHWEST OF THE PENNSYLVANIA RAILROAD
 PL0321'STATION, 10 RAILS SOUTHEAST OF A NORTH-AND-SOUTH GRAVEL-ROAD
 PL0321'CROSSING, AND 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 PL0321'A STANDARD DISK, STAMPED 1070.077 C 28 1930 AND SET IN THE TOP
 PL0321'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PL0321
 PL0321                          STATION RECOVERY (1999)
 PL0321
 PL0321'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0321'RECOVERED IN GOOD CONDITION.
 PL0321
 PL0321                          STATION RECOVERY (2004)
 PL0321
 PL0321'RECOVERY NOTE BY DRIESENGA + ASSOCIATES INC 2004 (STP)
 PL0321'RECOVERED IN GOOD CONDITION.
 PL0321
 PL0321                          STATION RECOVERY (2006)
 PL0321
 PL0321'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0321'(ADD) 0.3 METERS (1.0 FEET) WEST OF A CARSONITE WITNESS POST.
 PL0321
 PL0321                          STATION RECOVERY (2006)
 PL0321
 PL0321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BC)
 PL0321'2.1 MILES SOUTH OF INTERSECTION OF M-113 AND SUMMIT CITY. 200'+/- EAST
 PL0321'OF CENTERLINE OF SUMMIT CITY ROAD AND 40'+/- NORTH OF CENTERLINE OF
 PL0321'RAILROAD TRACKS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0082 ***********************************************************************
 PK0082  DESIGNATION -  C 29
 PK0082  PID         -  PK0082
 PK0082  STATE/COUNTY-  MI/ARENAC
 PK0082  COUNTRY     -  US
 PK0082  USGS QUAD   -  OMER SW (2017)
 PK0082
 PK0082                         *CURRENT SURVEY CONTROL
 PK0082  ______________________________________________________________________
 PK0082* NAD 83(1986) POSITION- 44 00 35.00   (N) 083 59 36.10   (W)   HD_HELD1
 PK0082* NAVD 88 ORTHO HEIGHT -   199.844 (meters)      655.65  (feet) ADJUSTED
 PK0082  ______________________________________________________________________
 PK0082  GEOID HEIGHT    -        -35.037 (meters)                     GEOID18
 PK0082  DYNAMIC HEIGHT  -        199.808 (meters)      655.54  (feet) COMP
 PK0082  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 PK0082
 PK0082  VERT ORDER      -  FIRST     CLASS II
 PK0082
 PK0082.The horizontal coordinates were determined by differentially corrected
 PK0082.hand held GPS observations or other comparable positioning techniques
 PK0082.and have an estimated accuracy of +/- 3 meters.
 PK0082
 PK0082.The orthometric height was determined by differential leveling and
 PK0082.adjusted by the NATIONAL GEODETIC SURVEY
 PK0082.in October 2009.
 PK0082
 PK0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0082.GEOID18 height accuracy estimate available here.
 PK0082
 PK0082.Click photographs - Photos may exist for this station.
 PK0082
 PK0082.The dynamic height is computed by dividing the NAVD 88
 PK0082.geopotential number by the normal gravity value computed on the
 PK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0082.degrees latitude (g = 980.6199 gals.).
 PK0082
 PK0082.The modeled gravity was interpolated from observed gravity values.
 PK0082
 PK0082;                    North         East    Units  Estimated Accuracy
 PK0082;SPC MI C     -    77,084.0   6,029,937.7     MT  (+/- 3 meters HH1 GPS) 
 PK0082
 PK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6004577309(NAD 83)
 PK0082
 PK0082                          SUPERSEDED SURVEY CONTROL
 PK0082
 PK0082  NGVD 29 (??/??/92)  200.007  (m)          656.19   (f) ADJ UNCH    1 2
 PK0082
 PK0082.Superseded values are not recommended for survey control.
 PK0082
 PK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0082.See file dsdata.pdf to determine how the superseded data were derived.
 PK0082
 PK0082_MARKER: DB = BENCH MARK DISK
 PK0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0082_SP_SET: CULVERT HEADWALL
 PK0082_STAMPING: 656.190 C 29 1930
 PK0082_MARK LOGO: CGS
 PK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0082+STABILITY: SURFACE MOTION
 PK0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PK0082+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2008
 PK0082
 PK0082  HISTORY     - Date     Condition        Report By
 PK0082  HISTORY     - 1930     MONUMENTED       CGS
 PK0082  HISTORY     - 1934     GOOD             CGS
 PK0082  HISTORY     - 20011011 GOOD             USPSQD
 PK0082  HISTORY     - 20080325 GOOD             COLEM
 PK0082
 PK0082                          STATION DESCRIPTION
 PK0082
 PK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0082'2.3 MI SE FROM STERLING.
 PK0082'2.3 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PK0082'THE STATION AT STERLING, ARENAC COUNTY, 43 RAILS NORTHWEST OF
 PK0082'MILEPOST BC 30, AT A CULVERT OVER NORTH BRANCH PINE RIVER, IN
 PK0082'THE NORTHWEST END OF THE SOUTHWEST HEADWALL, AND 9.4 FEET
 PK0082'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED 656.190
 PK0082'C 29 1930.
 PK0082
 PK0082                          STATION RECOVERY (2001)
 PK0082
 PK0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0082'RECOVERED IN GOOD CONDITION.
 PK0082
 PK0082                          STATION RECOVERY (2008)
 PK0082
 PK0082'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PK0082'RECOVERED AS DESCRIBED.  --NOTE DISK IS SCRATCHED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0069 ***********************************************************************
 PL0069  DESIGNATION -  C 290
 PL0069  PID         -  PL0069
 PL0069  STATE/COUNTY-  MI/OGEMAW
 PL0069  COUNTRY     -  US
 PL0069  USGS QUAD   -  SELKIRK (2017)
 PL0069
 PL0069                         *CURRENT SURVEY CONTROL
 PL0069  ______________________________________________________________________
 PL0069* NAD 83(1986) POSITION- 44 21 48.     (N) 084 07 20.     (W)   SCALED
 PL0069* NAVD 88 ORTHO HEIGHT -   288.180 (meters)      945.47  (feet) ADJUSTED
 PL0069  ______________________________________________________________________
 PL0069  GEOID HEIGHT    -        -35.005 (meters)                     GEOID18
 PL0069  DYNAMIC HEIGHT  -        288.136 (meters)      945.33  (feet) COMP
 PL0069  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 PL0069
 PL0069  VERT ORDER      -  SECOND    CLASS 0
 PL0069
 PL0069.The horizontal coordinates were scaled from a map and have
 PL0069.an estimated accuracy of +/- 6 seconds.
 PL0069
 PL0069.The orthometric height was determined by differential leveling and
 PL0069.adjusted by the NATIONAL GEODETIC SURVEY
 PL0069.in June 1991.
 PL0069
 PL0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0069.GEOID18 height accuracy estimate available here.
 PL0069
 PL0069.Click photographs - Photos may exist for this station.
 PL0069
 PL0069.The dynamic height is computed by dividing the NAVD 88
 PL0069.geopotential number by the normal gravity value computed on the
 PL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0069.degrees latitude (g = 980.6199 gals.).
 PL0069
 PL0069.The modeled gravity was interpolated from observed gravity values.
 PL0069
 PL0069;                    North         East    Units  Estimated Accuracy
 PL0069;SPC MI C     -   116,340.    6,019,490.      MT  (+/- 180 meters Scaled)
 PL0069
 PL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ293162(NAD 83)
 PL0069
 PL0069                          SUPERSEDED SURVEY CONTROL
 PL0069
 PL0069  NGVD 29 (??/??/92)  288.31   (m)          945.9    (f) COMPUTED    2 0
 PL0069
 PL0069.Superseded values are not recommended for survey control.
 PL0069
 PL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0069.See file dsdata.pdf to determine how the superseded data were derived.
 PL0069
 PL0069_MARKER: DB = BENCH MARK DISK
 PL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0069_STAMPING: C 290 1938
 PL0069_MARK LOGO: CGS
 PL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0069+STABILITY: SURFACE MOTION
 PL0069
 PL0069  HISTORY     - Date     Condition        Report By
 PL0069  HISTORY     - 1938     MONUMENTED       CGS
 PL0069
 PL0069                          STATION DESCRIPTION
 PL0069
 PL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PL0069'4 MI S FROM ROSE CITY.
 PL0069'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 PL0069'AT ROSE CITY, OGEMAW COUNTY, ABOUT 125 FEET SOUTHWEST OF THE
 PL0069'CENTER OF THE INTERSECTION OF A GRAVEL ROAD LEADING WEST, 21
 PL0069'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 101 FEET SOUTH
 PL0069'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE
 PL0069'HIGHWAY.  A STANDARD DISK, STAMPED C 290 1938 AND SET IN THE
 PL0069'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0611 ***********************************************************************
 RM0611  DESIGNATION -  C 292
 RM0611  PID         -  RM0611
 RM0611  STATE/COUNTY-  MI/GOGEBIC
 RM0611  COUNTRY     -  US
 RM0611  USGS QUAD   -  IRONWOOD (2017)
 RM0611
 RM0611                         *CURRENT SURVEY CONTROL
 RM0611  ______________________________________________________________________
 RM0611* NAD 83(1986) POSITION- 46 28 42.6    (N) 090 09 18.0    (W)   HD_HELD2
 RM0611* NAVD 88 ORTHO HEIGHT -   457.209 (meters)     1500.03  (feet) ADJUSTED
 RM0611  ______________________________________________________________________
 RM0611  GEOID HEIGHT    -        -30.642 (meters)                     GEOID18
 RM0611  DYNAMIC HEIGHT  -        457.233 (meters)     1500.11  (feet) COMP
 RM0611  MODELED GRAVITY -    980,652.7   (mgal)                       NAVD 88
 RM0611
 RM0611  VERT ORDER      -  FIRST     CLASS II
 RM0611
 RM0611.The horizontal coordinates were established by autonomous hand held GPS
 RM0611.observations and have an estimated accuracy of +/- 10 meters.
 RM0611
 RM0611.The orthometric height was determined by differential leveling and
 RM0611.adjusted by the NATIONAL GEODETIC SURVEY
 RM0611.in June 1991.
 RM0611
 RM0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0611.GEOID18 height accuracy estimate available here.
 RM0611
 RM0611.Click photographs - Photos may exist for this station.
 RM0611
 RM0611.The dynamic height is computed by dividing the NAVD 88
 RM0611.geopotential number by the normal gravity value computed on the
 RM0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0611.degrees latitude (g = 980.6199 gals.).
 RM0611
 RM0611.The modeled gravity was interpolated from observed gravity values.
 RM0611
 RM0611;                    North         East    Units  Estimated Accuracy
 RM0611;SPC MI N     -   193,229.    7,757,805.      MT  (+/- 10 meters HH2 GPS)
 RM0611
 RM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1838351147(NAD 83)
 RM0611
 RM0611                          SUPERSEDED SURVEY CONTROL
 RM0611
 RM0611.No superseded survey control is available for this station.
 RM0611
 RM0611_MARKER: DV = VERTICAL CONTROL DISK
 RM0611_SETTING: 66 = SET IN ROCK OUTCROP
 RM0611_STAMPING: C 292 1982
 RM0611_MARK LOGO: NGS
 RM0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0611+STABILITY: POSITION/ELEVATION WELL
 RM0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0611+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 RM0611
 RM0611  HISTORY     - Date     Condition        Report By
 RM0611  HISTORY     - 1982     MONUMENTED       NGS
 RM0611  HISTORY     - 20030822 GOOD             USPSQD
 RM0611  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0611  HISTORY     - 20180709 GOOD             WIDT
 RM0611
 RM0611                          STATION DESCRIPTION
 RM0611
 RM0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0611'1.6 KM (1.0 MI) NORTH FROM IRONWOOD.
 RM0611'1.6 KM (1.0 MI) NORTH ALONG LAKE STREET AND COUNTY ROAD 505 FROM THE
 RM0611'JUNCTION OF U.S. HIGHWAY 2 IN IRONWOOD, TO THE JUNCTION OF WELCH CREEK
 RM0611'LANE SOUTH AND JEAN STREET LEADING EAST-NORTHEAST UP A GRAVEL ROAD TO
 RM0611'THE JUNCTION OF JEAN STREET AND CAROL STREET RUNNING NORTH, SET IN TOP
 RM0611'OF A LARGE ROCK OUTCROP ON THE PROPERTY OF ARCHIE JOHNSON (10504 CAROL
 RM0611'STREET), 112.5 METERS (370.0 FT) NORTH EAST ALONG JEAN STREET AND
 RM0611'CAROL STREET TO THE LARGE ROCK OUTCROP, 46.0 METERS (151.0 FT)
 RM0611'NORTHWEST OF THE NORTHEAST CORNER OF THE JOHNSON HOME, 69.6 METERS
 RM0611'(147.5 FT) NORTH OF THE NORTHWEST CORNER OF THE HOME, 22.6 METERS
 RM0611'(74.0 FT) EAST OF THE CENTER OF CAROL STREET, AND 18.3 METERS
 RM0611'(60.0 FT) NORTH OF THE CENTER OF THE NORTH DRIVEWAY LEADING TO THE
 RM0611'HOUSE.
 RM0611'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 RM0611
 RM0611                          STATION RECOVERY (2003)
 RM0611
 RM0611'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0611'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET NORTH OF A
 RM0611'WHITE METAL WITNESS POST.  NOTE-- TREES IN ALL QUADRANTS WILL OBSTRUCT
 RM0611'SATELLITE OBSERVATIONS.
 RM0611
 RM0611                          STATION RECOVERY (2004)
 RM0611
 RM0611'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0611'MARK NOT FOUND.
 RM0611
 RM0611                          STATION RECOVERY (2018)
 RM0611
 RM0611'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0613 ***********************************************************************
 RJ0613  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0613  DESIGNATION -  C 293
 RJ0613  PID         -  RJ0613
 RJ0613  STATE/COUNTY-  MI/CHIPPEWA
 RJ0613  COUNTRY     -  US
 RJ0613  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0613
 RJ0613                         *CURRENT SURVEY CONTROL
 RJ0613  ______________________________________________________________________
 RJ0613* NAD 83(2011) POSITION- 46 30 02.86301(N) 084 20 34.17325(W)   ADJUSTED
 RJ0613* NAD 83(2011) ELLIP HT-   147.643 (meters)        (06/27/12)   ADJUSTED
 RJ0613* NAD 83(2011) EPOCH   -  2010.00
 RJ0613* NAVD 88 ORTHO HEIGHT -   184.294 (meters)      604.64  (feet) ADJUSTED
 RJ0613  ______________________________________________________________________
 RJ0613  GEOID HEIGHT    -        -36.643 (meters)                     GEOID18
 RJ0613  NAD 83(2011) X  -    433,557.806 (meters)                     COMP
 RJ0613  NAD 83(2011) Y  - -4,376,788.761 (meters)                     COMP
 RJ0613  NAD 83(2011) Z  -  4,603,848.349 (meters)                     COMP
 RJ0613  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 RJ0613  DYNAMIC HEIGHT  -        184.305 (meters)      604.67  (feet) COMP
 RJ0613  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 RJ0613
 RJ0613  VERT ORDER      -  SECOND    CLASS I
 RJ0613
 RJ0613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0613  Standards:
 RJ0613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0613  -------------------------------------------------------------------
 RJ0613  NETWORK    0.25   0.47           0.11   0.09   0.24     -0.00533645
 RJ0613  -------------------------------------------------------------------
 RJ0613  Click here for local accuracies and other accuracy information.
 RJ0613
 RJ0613.The horizontal coordinates were established by GPS observations
 RJ0613.and adjusted by the National Geodetic Survey in June 2012.
 RJ0613
 RJ0613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0613.been affixed to the stable North American tectonic plate. See 
 RJ0613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0613
 RJ0613.The horizontal coordinates are valid at the epoch date displayed above
 RJ0613.which is a decimal equivalence of Year/Month/Day.
 RJ0613
 RJ0613.The orthometric height was determined by differential leveling and
 RJ0613.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0613.in February 2021.
 RJ0613
 RJ0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0613.GEOID18 height accuracy estimate available here.
 RJ0613
 RJ0613.This Water Level Mark is designated as VM 13171
 RJ0613.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0613
 RJ0613.Click photographs - Photos may exist for this station.
 RJ0613
 RJ0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0613
 RJ0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0613
 RJ0613.The ellipsoidal height was determined by GPS observations
 RJ0613.and is referenced to NAD 83.
 RJ0613
 RJ0613.The dynamic height is computed by dividing the NAVD 88
 RJ0613.geopotential number by the normal gravity value computed on the
 RJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0613.degrees latitude (g = 980.6199 gals.).
 RJ0613
 RJ0613.The modeled gravity was interpolated from observed gravity values.
 RJ0613
 RJ0613. The following values were computed from the NAD 83(2011) position.
 RJ0613
 RJ0613;                    North         East     Units Scale Factor Converg.
 RJ0613;SPC MI N     -   194,304.512 8,203,912.030   MT  0.99990989   +1 55 14.1
 RJ0613;SPC MI N     -   637,481.99 26,915,721.88   iFT  0.99990989   +1 55 14.1
 RJ0613;UTM  16      - 5,153,122.325   703,883.272   MT  1.00011098   +1 55 41.3
 RJ0613
 RJ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0613!SPC MI N     -   0.99997686  x   0.99990989  =   0.99988675
 RJ0613!UTM  16      -   0.99997686  x   1.00011098  =   1.00008783
 RJ0613
 RJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0388353122(NAD 83)
 RJ0613
 RJ0613                          SUPERSEDED SURVEY CONTROL
 RJ0613
 RJ0613  NAD 83(2007)-  46 30 02.86362(N)    084 20 34.17421(W) AD(2002.00) A
 RJ0613  ELLIP H (10/11/07)  147.642  (m)                       GP(2002.00) 4 2
 RJ0613  NAVD 88             184.29   (m)          604.6    (f) LEVELING    3  
 RJ0613  NAVD 88 (06/15/91)  184.290  (m)          604.62   (f) SUPERSEDED  1 0
 RJ0613
 RJ0613.Superseded values are not recommended for survey control.
 RJ0613
 RJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0613.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0613
 RJ0613_MARKER: F = FLANGE-ENCASED ROD
 RJ0613_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0613_STAMPING: C 293 1983
 RJ0613_MARK LOGO: NGS
 RJ0613_PROJECTION: RECESSED 2 CENTIMETERS
 RJ0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0613+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 RJ0613_ROD/PIPE-DEPTH: 21.9 meters
 RJ0613_SLEEVE-DEPTH  : 5.48 meters
 RJ0613
 RJ0613  HISTORY     - Date     Condition        Report By
 RJ0613  HISTORY     - 1983     MONUMENTED       NGS
 RJ0613  HISTORY     - 19941005 GOOD             NOS
 RJ0613  HISTORY     - 19950603 GOOD             USPSQD
 RJ0613  HISTORY     - 19950911 GOOD             NOS
 RJ0613  HISTORY     - 19960903 GOOD             NOS
 RJ0613  HISTORY     - 19970806 GOOD             NOS
 RJ0613  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 RJ0613  HISTORY     - 2005     GOOD             NGS
 RJ0613  HISTORY     - 20090708 GOOD             INDIV
 RJ0613  HISTORY     - 20100604 GOOD             NGS
 RJ0613  HISTORY     - 20150806 GOOD             NGS
 RJ0613  HISTORY     - 20181005 GOOD             NOS
 RJ0613  HISTORY     - 20200707 GOOD             NGS
 RJ0613  HISTORY     - 20220801 GOOD             CO-OPS
 RJ0613  HISTORY     - 20220815 GOOD             NGS
 RJ0613
 RJ0613                          STATION DESCRIPTION
 RJ0613
 RJ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0613'IN SAULT STE MARIE.
 RJ0613'IN SAULT STE. MARIE, SET IN THE LAWN ON THE NORTH SIDE OF THE FIFTIETH
 RJ0613'ANNIVERSARY OF THE OPENING OF THE SAINT MARYS FALLS CANAL MONUMENT
 RJ0613'LOCATED IN THE BRADY PARK AT THE JUNCTION OF WATER STREET AND BINGHAM
 RJ0613'AVENUE, NOTE, MONUMENT IS SHAPED SIMILAR TO THE WASHINGTON MONUMENT,
 RJ0613'27.0 METERS (88.4 FT) NORTH-NORTHEAST OF THE NORTH CURB OF WATER
 RJ0613'STREET, 29.57 METERS (97.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 RJ0613'OF THE CONCRETE FOUNDATION OF THE GENERAL LEWIS CASS ROCK MONUMENT,
 RJ0613'4.7 METERS (15.4 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 RJ0613'SAINT MARYS FALL MONUMENT, 4.6 METERS (14.9 FT) NORTHEAST OF THE
 RJ0613'NORTHWEST CORNER OF MONUMENT.
 RJ0613'THE MARK IS 0.91 M ABOVE WATER STREET.
 RJ0613
 RJ0613                          STATION RECOVERY (1994)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1995)
 RJ0613
 RJ0613'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0613'RECOVERED IN GOOD CONDITION.
 RJ0613
 RJ0613                          STATION RECOVERY (1995)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1996)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1997)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2004)
 RJ0613
 RJ0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0613'UNABLE TO ACCESS THIS MARK AS THIS PART OF FORT BRADY PARK IS NOW
 RJ0613'FENCED IN FOR SECURITY REASONS.
 RJ0613
 RJ0613                          STATION RECOVERY (2005)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2009)
 RJ0613
 RJ0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MTK)
 RJ0613'IT WAS DETERMINED THAT A BURIAL GROUND WAS SITUATED IN BRADY PARK.
 RJ0613'SAID AREA HAS BEEN FENCED OFF AND ACCESS MAY BE GAINED THROUGHT THE
 RJ0613'SAULT STE. MARIE TRIBE OF CHIPPEWA INDIANS.  ONCE ACCESS WAS GAINED,
 RJ0613'FOUND MARK AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2010)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2015)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2018)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0613'RECOVERED IN GOOD CONDITION.
 RJ0613'
 RJ0613'NOTE-IN SAULT STE MARIE, IN BRADY PARK, SOO LOCKS, ST. MARYS FALLS
 RJ0613'CANAL, NORTH OF AND ACROSS E. WATER STREET FROM THE NORTH SIDE OF THE
 RJ0613'FEDERAL BUILDING AT 225 E. PORTAGE STREET.  IN OF A FENCED AREA
 RJ0613'BELONGING TO THE SAULT TRIBE OF CHIPPEWA INDIANS WITHIN BRADY PARK.
 RJ0613'
 RJ0613'LIMITED AND JOINT ACCESS APPROVAL MAY BE GAINED THROUGH THE SAULT STE.
 RJ0613'MARIE TRIBE OF CHIPPEWA INDIANS, LANGUAGE AND CULTURAL DEPARTMENT
 RJ0613'(906) 635-6050 AND THE U.S. ARMY CORPS OF ENGINEERS BY CONTACTING THE
 RJ0613'CHIEF, ST. MARYS RIVER SECTION, ST. MARYS FALLS CANAL AT 906-635-3477.
 RJ0613
 RJ0613                          STATION RECOVERY (2020)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (JPM)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2022)
 RJ0613
 RJ0613'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0613'RECOVERED IN GOOD CONDITION.
 RJ0613
 RJ0613                          STATION RECOVERY (2022)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 RJ0613'MONUMENT RECOVERED IN GOOD CONDITION.
 RJ0613'
 RJ0613'THE BENCH MARK IS A FLANGE-ENCASED ROD 58.52 M (192.0 FT)
 RJ0613'NORTH-NORTHWEST OF THE CORNER OF THE ASPHALT ROAD, 22.09 M (72.5 FT)
 RJ0613'SOUTH OF THE SOUTH FACE OF THE LIGHTHOUSE BUILDING, 21.60 M (70.9 FT)
 RJ0613'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK WALL, 21.40 M (70.2
 RJ0613'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE ROCK WALL, 3.72 M (12.2
 RJ0613'FT) SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE ROCK WALL AND 2.83 M (9.3
 RJ0613'FT) SOUTH OF THE FLAG POLE, ENCASED IN A 5-INCH (13 CM) PVC PIPE AND
 RJ0613'CONCRETE KICK BLOCK WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0089 ***********************************************************************
 QJ0089  DESIGNATION -  C 294
 QJ0089  PID         -  QJ0089
 QJ0089  STATE/COUNTY-  MI/CHIPPEWA
 QJ0089  COUNTRY     -  US
 QJ0089  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0089
 QJ0089                         *CURRENT SURVEY CONTROL
 QJ0089  ______________________________________________________________________
 QJ0089* NAD 83(1986) POSITION- 45 59 59.     (N) 083 54 36.     (W)   SCALED
 QJ0089* NAVD 88 ORTHO HEIGHT -   210.710 (meters)      691.30  (feet) ADJUSTED
 QJ0089  ______________________________________________________________________
 QJ0089  GEOID HEIGHT    -        -36.799 (meters)                     GEOID18
 QJ0089  DYNAMIC HEIGHT  -        210.714 (meters)      691.32  (feet) COMP
 QJ0089  MODELED GRAVITY -    980,628.8   (mgal)                       NAVD 88
 QJ0089
 QJ0089  VERT ORDER      -  FIRST     CLASS 0
 QJ0089
 QJ0089.The horizontal coordinates were scaled from a map and have
 QJ0089.an estimated accuracy of +/- 6 seconds.
 QJ0089
 QJ0089.The orthometric height was determined by differential leveling and
 QJ0089.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0089.in June 1991.
 QJ0089
 QJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0089.GEOID18 height accuracy estimate available here.
 QJ0089
 QJ0089.Click photographs - Photos may exist for this station.
 QJ0089
 QJ0089.The dynamic height is computed by dividing the NAVD 88
 QJ0089.geopotential number by the normal gravity value computed on the
 QJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0089.degrees latitude (g = 980.6199 gals.).
 QJ0089
 QJ0089.The modeled gravity was interpolated from observed gravity values.
 QJ0089
 QJ0089;                    North         East    Units  Estimated Accuracy
 QJ0089;SPC MI N     -   139,860.    8,239,280.      MT  (+/- 180 meters Scaled)
 QJ0089
 QJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL746981(NAD 83)
 QJ0089
 QJ0089                          SUPERSEDED SURVEY CONTROL
 QJ0089
 QJ0089.No superseded survey control is available for this station.
 QJ0089
 QJ0089_MARKER: DV = VERTICAL CONTROL DISK
 QJ0089_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0089_STAMPING: C 294 1983
 QJ0089_MARK LOGO: NGS
 QJ0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0089+STABILITY: POSITION/ELEVATION WELL
 QJ0089
 QJ0089  HISTORY     - Date     Condition        Report By
 QJ0089  HISTORY     - 1983     MONUMENTED       NGS
 QJ0089  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0089
 QJ0089                          STATION DESCRIPTION
 QJ0089
 QJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0089'1.8 KM (1.1 MI) NNW FROM DE TOUR VILLAGE.
 QJ0089'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 QJ0089'THE JUNCTION OF DAWSON STREET IN DE TOUR VILLAGE, THENCE 0.6 KM
 QJ0089'(0.4 MI) WEST ALONG DEMOCRAT ROAD, ON THE NORTH SIDE OF THE ROAD, SET
 QJ0089'IN TOP OF A 0.9 METER (3.0 FT) BY 0.9 METER (3.0 FT) FLAT ROCK OUTCROP
 QJ0089'PROJECTING ABOUT 0.15 METERS (0.5 FT) ABOVE THE GROUND, 12.04 METERS
 QJ0089'(39.5 FT) NORTH OF THE CENTER OF DEMOCRAT ROAD, 40.23 METERS
 QJ0089'(132.0 FT) EAST-NORTHEAST OF A POWERLINE POLE, 20.66 METERS (66.5 FT)
 QJ0089'WEST-NORTHWEST OF A POWERLINE POLE, AND 4.41 METERS (14.5 FT) NORTH OF
 QJ0089'A POINT DIRECTLY ON LINE WITH THE POWERLINE POLES.
 QJ0089'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 QJ0089'THE MARK IS 0.6 M BELOW DEMOCRAT ROAD.
 QJ0089
 QJ0089                          STATION RECOVERY (1994)
 QJ0089
 QJ0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0589 ***********************************************************************
 RJ0589  DESIGNATION -  C 295
 RJ0589  PID         -  RJ0589
 RJ0589  STATE/COUNTY-  MI/CHIPPEWA
 RJ0589  COUNTRY     -  US
 RJ0589  USGS QUAD   -  BRIMLEY (2017)
 RJ0589
 RJ0589                         *CURRENT SURVEY CONTROL
 RJ0589  ______________________________________________________________________
 RJ0589* NAD 83(1986) POSITION- 46 27 17.     (N) 084 36 33.     (W)   SCALED
 RJ0589* NAVD 88 ORTHO HEIGHT -   190.007 (meters)      623.38  (feet) ADJUSTED
 RJ0589  ______________________________________________________________________
 RJ0589  GEOID HEIGHT    -        -36.444 (meters)                     GEOID18
 RJ0589  DYNAMIC HEIGHT  -        190.015 (meters)      623.41  (feet) COMP
 RJ0589  MODELED GRAVITY -    980,657.7   (mgal)                       NAVD 88
 RJ0589
 RJ0589  VERT ORDER      -  FIRST     CLASS 0
 RJ0589
 RJ0589.The horizontal coordinates were scaled from a map and have
 RJ0589.an estimated accuracy of +/- 6 seconds.
 RJ0589
 RJ0589.The orthometric height was determined by differential leveling and
 RJ0589.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0589.in June 1991.
 RJ0589
 RJ0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0589.GEOID18 height accuracy estimate available here.
 RJ0589
 RJ0589.Click photographs - Photos may exist for this station.
 RJ0589
 RJ0589.The dynamic height is computed by dividing the NAVD 88
 RJ0589.geopotential number by the normal gravity value computed on the
 RJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0589.degrees latitude (g = 980.6199 gals.).
 RJ0589
 RJ0589.The modeled gravity was interpolated from observed gravity values.
 RJ0589
 RJ0589;                    North         East    Units  Estimated Accuracy
 RJ0589;SPC MI N     -   188,540.    8,183,630.      MT  (+/- 180 meters Scaled)
 RJ0589
 RJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS836473(NAD 83)
 RJ0589
 RJ0589                          SUPERSEDED SURVEY CONTROL
 RJ0589
 RJ0589.No superseded survey control is available for this station.
 RJ0589
 RJ0589_MARKER: I = METAL ROD
 RJ0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0589_STAMPING: C 295 1983
 RJ0589_MARK LOGO: NGS
 RJ0589_PROJECTION: FLUSH
 RJ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0589_ROD/PIPE-DEPTH: 18.3 meters
 RJ0589
 RJ0589  HISTORY     - Date     Condition        Report By
 RJ0589  HISTORY     - 1983     MONUMENTED       NGS
 RJ0589
 RJ0589                          STATION DESCRIPTION
 RJ0589
 RJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0589'8.4 KM (5.2 MI) NW FROM BRIMLEY.
 RJ0589'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0589'BRIMLEY, THENCE 7.6 KM (4.7 MI) NORTHWEST ALONG AN ASPHALT ROAD, ABOUT
 RJ0589'300 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF THE BAY MILLS TRIBAL
 RJ0589'FISHERIES COMMUNITY BUILDING, AT A POWERLINE CROSSING OVER HIGHWAY, AT
 RJ0589'THE INSIDE OF A CURB, 23.4 METERS (76.6 FT) EAST-NORTHEAST OF
 RJ0589'CENTERLINE, 10.4 METERS (34.0 FT) NORTH OF A 20-INCH DIAMETER PINE
 RJ0589'TREE, 2.0 METERS (6.4 FT) NORTH OF A POWERLINE POLE GUY ANCHOR, AND
 RJ0589'1.2 METERS (4.0 FT) SOUTH OF POWERLINE POLE NUMBER BRI-109.
 RJ0589'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
 RJ0589'THE MARK IS 0.91 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0676 ***********************************************************************
 RJ0676  DESIGNATION -  C 297
 RJ0676  PID         -  RJ0676
 RJ0676  STATE/COUNTY-  MI/CHIPPEWA
 RJ0676  COUNTRY     -  US
 RJ0676  USGS QUAD   -  OAK RIDGE (2017)
 RJ0676
 RJ0676                         *CURRENT SURVEY CONTROL
 RJ0676  ______________________________________________________________________
 RJ0676* NAD 83(1986) POSITION- 46 19 11.     (N) 084 07 36.     (W)   SCALED
 RJ0676* NAVD 88 ORTHO HEIGHT -   177.694 (meters)      582.98  (feet) ADJUSTED
 RJ0676  ______________________________________________________________________
 RJ0676  GEOID HEIGHT    -        -36.605 (meters)                     GEOID18
 RJ0676  DYNAMIC HEIGHT  -        177.704 (meters)      583.02  (feet) COMP
 RJ0676  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RJ0676
 RJ0676  VERT ORDER      -  FIRST     CLASS 0
 RJ0676
 RJ0676.The horizontal coordinates were scaled from a map and have
 RJ0676.an estimated accuracy of +/- 6 seconds.
 RJ0676
 RJ0676.The orthometric height was determined by differential leveling and
 RJ0676.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0676.in June 1991.
 RJ0676
 RJ0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0676.GEOID18 height accuracy estimate available here.
 RJ0676
 RJ0676.Click photographs - Photos may exist for this station.
 RJ0676
 RJ0676.The dynamic height is computed by dividing the NAVD 88
 RJ0676.geopotential number by the normal gravity value computed on the
 RJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0676.degrees latitude (g = 980.6199 gals.).
 RJ0676
 RJ0676.The modeled gravity was interpolated from observed gravity values.
 RJ0676
 RJ0676;                    North         East    Units  Estimated Accuracy
 RJ0676;SPC MI N     -   174,770.    8,221,220.      MT  (+/- 180 meters Scaled)
 RJ0676
 RJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS211335(NAD 83)
 RJ0676
 RJ0676                          SUPERSEDED SURVEY CONTROL
 RJ0676
 RJ0676.No superseded survey control is available for this station.
 RJ0676
 RJ0676_MARKER: I = METAL ROD
 RJ0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0676_STAMPING: C 297 1983
 RJ0676_MARK LOGO: NGS
 RJ0676_PROJECTION: FLUSH
 RJ0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0676_ROD/PIPE-DEPTH: 12.2 meters
 RJ0676
 RJ0676  HISTORY     - Date     Condition        Report By
 RJ0676  HISTORY     - 1983     MONUMENTED       NGS
 RJ0676
 RJ0676                          STATION DESCRIPTION
 RJ0676
 RJ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0676'33.1 KM (20.55 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0676'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0676'LANDING ON SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE
 RJ0676'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 21.0 KM
 RJ0676'(13.05 MI) SOUTH ALONG HOMESTEAD ROAD (NOTE HOMESTEAD ROAD TWIST AND
 RJ0676'TURNS WITH OTHER ROADS) TO THE SOUTHEASTERN MOST POINT ON SUGAR ISLAND
 RJ0676'AND ON THE NORTH SIDE OF THE NEEBISH CHANNEL, ON THE PROPERTY AND IN
 RJ0676'THE SOUTH LAWN OF MR. RALPH EATON, 9.8 KM (32.1 FT) SOUTHEAST OF THE
 RJ0676'SOUTHEAST CORNER OF MR. EATONS DWELLING, 12.7 METERS (41.5 FT) NORTH
 RJ0676'OF A WOODEN FLAGPOLE, 4.0 METERS (13.1 FT) SOUTHEAST OF A 20 INCH
 RJ0676'TRIPLE TRUNK MAPLE TREE, 0.9 METER (3.4 FT) NORTH-NORTHWEST OF A USCG
 RJ0676'BENCH MARK-A WHICH IS A 2 1/2 INCH CONCRETE POST PROJECTING 3 INCHES
 RJ0676'WITH A 5/8 INCH ROD PROJECTING 1 INCH FROM THE CENTER, AND 12.3 METERS
 RJ0676'(40.5 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A GUY WIRE.
 RJ0676'THE MARK IS 0.91 M ABOVE WATER LEVEL LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0694 ***********************************************************************
 RJ0694  DESIGNATION -  C 297 X
 RJ0694  PID         -  RJ0694
 RJ0694  STATE/COUNTY-  MI/CHIPPEWA
 RJ0694  COUNTRY     -  US
 RJ0694  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0694
 RJ0694                         *CURRENT SURVEY CONTROL
 RJ0694  ______________________________________________________________________
 RJ0694* NAD 83(1986) POSITION- 46 29 03.     (N) 084 15 33.     (W)   SCALED
 RJ0694* NAVD 88 ORTHO HEIGHT -   182.086 (meters)      597.39  (feet) ADJUSTED
 RJ0694  ______________________________________________________________________
 RJ0694  GEOID HEIGHT    -        -36.700 (meters)                     GEOID18
 RJ0694  DYNAMIC HEIGHT  -        182.095 (meters)      597.42  (feet) COMP
 RJ0694  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RJ0694
 RJ0694  VERT ORDER      -  FIRST     CLASS 0
 RJ0694
 RJ0694.The horizontal coordinates were scaled from a map and have
 RJ0694.an estimated accuracy of +/- 6 seconds.
 RJ0694
 RJ0694.The orthometric height was determined by differential leveling and
 RJ0694.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0694.in June 1991.
 RJ0694
 RJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0694.GEOID18 height accuracy estimate available here.
 RJ0694
 RJ0694.Click photographs - Photos may exist for this station.
 RJ0694
 RJ0694.The dynamic height is computed by dividing the NAVD 88
 RJ0694.geopotential number by the normal gravity value computed on the
 RJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0694.degrees latitude (g = 980.6199 gals.).
 RJ0694
 RJ0694.The modeled gravity was interpolated from observed gravity values.
 RJ0694
 RJ0694;                    North         East    Units  Estimated Accuracy
 RJ0694;SPC MI N     -   192,680.    8,210,390.      MT  (+/- 180 meters Scaled)
 RJ0694
 RJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS103514(NAD 83)
 RJ0694
 RJ0694                          SUPERSEDED SURVEY CONTROL
 RJ0694
 RJ0694.No superseded survey control is available for this station.
 RJ0694
 RJ0694_MARKER: I = METAL ROD
 RJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0694_STAMPING: C 297 X 1983
 RJ0694_MARK LOGO: NGS
 RJ0694_PROJECTION: FLUSH
 RJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0694_ROD/PIPE-DEPTH: 14.6 meters
 RJ0694
 RJ0694  HISTORY     - Date     Condition        Report By
 RJ0694  HISTORY     - 1983     MONUMENTED       NGS
 RJ0694
 RJ0694                          STATION DESCRIPTION
 RJ0694
 RJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0694'3.0 KM (1.85 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0694'3.0 KM (1.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0694'FERRY LANDING ON SUGAR ISLAND TO THE JUNCTION OF WEST SHORE DRIVE AND
 RJ0694'THE MARK ON THE LEFT, 11.7 METERS (38.5 FT) NORTH OF THE CENTERLINE OF
 RJ0694'THE ROAD, 12.9 METERS (42.3 FT) WEST OF THE CENTERLINE OF THE DRIVE,
 RJ0694'AND 1.1 METERS (3.7 FT) NORTHWEST OF A POWERLINE POLE.  NOTE, DATUM
 RJ0694'POINT IS STAMPED C 297.
 RJ0694'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0711 ***********************************************************************
 RJ0711  DESIGNATION -  C 297 X RESET
 RJ0711  PID         -  RJ0711
 RJ0711  STATE/COUNTY-  MI/CHIPPEWA
 RJ0711  COUNTRY     -  US
 RJ0711  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0711
 RJ0711                         *CURRENT SURVEY CONTROL
 RJ0711  ______________________________________________________________________
 RJ0711* NAD 83(1986) POSITION- 46 29 03.     (N) 084 15 33.     (W)   SCALED
 RJ0711* NAVD 88 ORTHO HEIGHT -   182.19  (meters)      597.7   (feet) RESET
 RJ0711  ______________________________________________________________________
 RJ0711  GEOID HEIGHT    -        -36.700 (meters)                     GEOID18
 RJ0711  VERT ORDER      -  THIRD
 RJ0711
 RJ0711.The horizontal coordinates were scaled from a map and have
 RJ0711.an estimated accuracy of +/- 6 seconds.
 RJ0711
 RJ0711.The orthometric height was computed from unverified reset data.
 RJ0711
 RJ0711.No vertical observational check was made to the station.
 RJ0711
 RJ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0711.GEOID18 height accuracy estimate available here.
 RJ0711
 RJ0711.Click photographs - Photos may exist for this station.
 RJ0711
 RJ0711;                    North         East    Units  Estimated Accuracy
 RJ0711;SPC MI N     -   192,680.    8,210,390.      MT  (+/- 180 meters Scaled)
 RJ0711
 RJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS103514(NAD 83)
 RJ0711
 RJ0711                          SUPERSEDED SURVEY CONTROL
 RJ0711
 RJ0711.No superseded survey control is available for this station.
 RJ0711
 RJ0711_MARKER: DV = VERTICAL CONTROL DISK
 RJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0711_STAMPING: C 297 X RESET 1984
 RJ0711_MARK LOGO: NGS
 RJ0711_PROJECTION: PROJECTING
 RJ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0711+STABILITY: SURFACE MOTION
 RJ0711
 RJ0711  HISTORY     - Date     Condition        Report By
 RJ0711  HISTORY     - 1984     MONUMENTED       NGS
 RJ0711
 RJ0711                          STATION DESCRIPTION
 RJ0711
 RJ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0711'3.0 KM (1.85 MI) EAST FROM SUGAR ISLAND.
 RJ0711'3.0 KM (1.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0711'FERRY LANDING IN SUGAR ISLAND TO THE JUNCTION OF WEST SHORE DRIVE
 RJ0711'AND THE MARK ON THE LEFT, 14.2 METERS (46.5 FEET) NORTH OF THE
 RJ0711'CENTERLINE OF THE ROAD, 13.3 METERS (43.6 FEET) WEST OF THE
 RJ0711'CENTERLINE OF THE DRIVE, AND 1.6 METERS (5.4 FEET) EAST OF A
 RJ0711'POWERLINE POLE USED AS A GUY POLE FOR ANOTHER POWERPOLE
 RJ0711'WITH A STREET LAMP HANGING IN THE MIDDLE.
 RJ0711'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0406 ***********************************************************************
 QK0406  DESIGNATION -  C 298
 QK0406  PID         -  QK0406
 QK0406  STATE/COUNTY-  MI/CHIPPEWA
 QK0406  COUNTRY     -  US
 QK0406  USGS QUAD   -  PRENTISS BAY (2017)
 QK0406
 QK0406                         *CURRENT SURVEY CONTROL
 QK0406  ______________________________________________________________________
 QK0406* NAD 83(1986) POSITION- 45 59 24.     (N) 084 14 06.     (W)   SCALED
 QK0406* NAVD 88 ORTHO HEIGHT -   178.087 (meters)      584.27  (feet) ADJUSTED
 QK0406  ______________________________________________________________________
 QK0406  GEOID HEIGHT    -        -36.258 (meters)                     GEOID18
 QK0406  DYNAMIC HEIGHT  -        178.092 (meters)      584.29  (feet) COMP
 QK0406  MODELED GRAVITY -    980,639.6   (mgal)                       NAVD 88
 QK0406
 QK0406  VERT ORDER      -  FIRST     CLASS 0
 QK0406
 QK0406.The horizontal coordinates were scaled from a map and have
 QK0406.an estimated accuracy of +/- 6 seconds.
 QK0406
 QK0406.The orthometric height was determined by differential leveling and
 QK0406.adjusted by the NATIONAL GEODETIC SURVEY
 QK0406.in June 1991.
 QK0406
 QK0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0406.GEOID18 height accuracy estimate available here.
 QK0406
 QK0406.Click photographs - Photos may exist for this station.
 QK0406
 QK0406.The dynamic height is computed by dividing the NAVD 88
 QK0406.geopotential number by the normal gravity value computed on the
 QK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0406.degrees latitude (g = 980.6199 gals.).
 QK0406
 QK0406.The modeled gravity was interpolated from observed gravity values.
 QK0406
 QK0406;                    North         East    Units  Estimated Accuracy
 QK0406;SPC MI N     -   137,850.    8,214,160.      MT  (+/- 180 meters Scaled)
 QK0406
 QK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR141966(NAD 83)
 QK0406
 QK0406                          SUPERSEDED SURVEY CONTROL
 QK0406
 QK0406.No superseded survey control is available for this station.
 QK0406
 QK0406_MARKER: DV = VERTICAL CONTROL DISK
 QK0406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0406_SP_SET: BRIDGE ABUTMENT
 QK0406_STAMPING: C 298 1983
 QK0406_MARK LOGO: NGS
 QK0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0406
 QK0406  HISTORY     - Date     Condition        Report By
 QK0406  HISTORY     - 1983     MONUMENTED       NGS
 QK0406  HISTORY     - 19940728 GOOD             USPSQD
 QK0406  HISTORY     - 20010331 GOOD             NGS
 QK0406
 QK0406                          STATION DESCRIPTION
 QK0406
 QK0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0406'10.5 KM (6.55 MI) EAST FROM CEDARVILLE.
 QK0406'10.5 KM (6.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0406'STATE HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE BRIDGE OVER PRENTISS
 QK0406'CREEK, SET IN THE NORTHEAST CORNER OF THE NORTHWEST CONCRETE BRIDGE
 QK0406'ABUTMENT, 7.2 METERS (23.80 FT) NORTH OF THE CENTERLINE OF THE
 QK0406'HIGHWAY, 0.23 METERS (0.75 FT) SOUTH OF THE NORTH FACE OF THE
 QK0406'ABUTMENT, AND 0.24 METERS (0.80 FT) WEST OF THE EAST FACE OF THE
 QK0406'ABUTMENT.
 QK0406'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0406
 QK0406                          STATION RECOVERY (1994)
 QK0406
 QK0406'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0406'RECOVERED IN GOOD CONDITION.
 QK0406
 QK0406                          STATION RECOVERY (2001)
 QK0406
 QK0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0682 ***********************************************************************
 RJ0682  DESIGNATION -  C 299
 RJ0682  PID         -  RJ0682
 RJ0682  STATE/COUNTY-  MI/CHIPPEWA
 RJ0682  COUNTRY     -  US
 RJ0682  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0682
 RJ0682                         *CURRENT SURVEY CONTROL
 RJ0682  ______________________________________________________________________
 RJ0682* NAD 83(1986) POSITION- 46 23 25.     (N) 084 11 57.     (W)   SCALED
 RJ0682* NAVD 88 ORTHO HEIGHT -   184.233 (meters)      604.44  (feet) ADJUSTED
 RJ0682  ______________________________________________________________________
 RJ0682  GEOID HEIGHT    -        -36.633 (meters)                     GEOID18
 RJ0682  DYNAMIC HEIGHT  -        184.243 (meters)      604.47  (feet) COMP
 RJ0682  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0682
 RJ0682  VERT ORDER      -  FIRST     CLASS 0
 RJ0682
 RJ0682.The horizontal coordinates were scaled from a map and have
 RJ0682.an estimated accuracy of +/- 6 seconds.
 RJ0682
 RJ0682.The orthometric height was determined by differential leveling and
 RJ0682.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0682.in June 1991.
 RJ0682
 RJ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0682.GEOID18 height accuracy estimate available here.
 RJ0682
 RJ0682.Click photographs - Photos may exist for this station.
 RJ0682
 RJ0682.The dynamic height is computed by dividing the NAVD 88
 RJ0682.geopotential number by the normal gravity value computed on the
 RJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0682.degrees latitude (g = 980.6199 gals.).
 RJ0682
 RJ0682.The modeled gravity was interpolated from observed gravity values.
 RJ0682
 RJ0682;                    North         East    Units  Estimated Accuracy
 RJ0682;SPC MI N     -   182,410.    8,215,370.      MT  (+/- 180 meters Scaled)
 RJ0682
 RJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS153412(NAD 83)
 RJ0682
 RJ0682                          SUPERSEDED SURVEY CONTROL
 RJ0682
 RJ0682.No superseded survey control is available for this station.
 RJ0682
 RJ0682_MARKER: I = METAL ROD
 RJ0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0682_STAMPING: C 299 1983
 RJ0682_MARK LOGO: NGS
 RJ0682_PROJECTION: FLUSH
 RJ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0682_ROD/PIPE-DEPTH: 6.1 meters
 RJ0682
 RJ0682  HISTORY     - Date     Condition        Report By
 RJ0682  HISTORY     - 1983     MONUMENTED       NGS
 RJ0682
 RJ0682                          STATION DESCRIPTION
 RJ0682
 RJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0682'21.2 KM (13.2 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0682'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0682'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0682'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0682'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0682'6 MILE ROAD, THENCE 3.7 KM (2.3 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0682'MARK ON THE RIGHT, 18.0 METERS (59.2 FT) SOUTH OF THE CENTER OF
 RJ0682'HOMESTEAD ROAD, AND 1.6 METERS (5.3 FT) WEST OF POWERLINE POLE NUMBER
 RJ0682'TJB 324.
 RJ0682'THE MARK IS 0.9 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0299 ***********************************************************************
 QL0299  DESIGNATION -  C 30
 QL0299  PID         -  QL0299
 QL0299  STATE/COUNTY-  MI/MENOMINEE
 QL0299  COUNTRY     -  US
 QL0299  USGS QUAD   -  BIRCH CREEK (2017)
 QL0299
 QL0299                         *CURRENT SURVEY CONTROL
 QL0299  ______________________________________________________________________
 QL0299* NAD 83(1986) POSITION- 45 09 32.     (N) 087 36 56.     (W)   SCALED
 QL0299* NAVD 88 ORTHO HEIGHT -   188.385 (meters)      618.06  (feet) ADJUSTED
 QL0299  ______________________________________________________________________
 QL0299  GEOID HEIGHT    -        -36.981 (meters)                     GEOID18
 QL0299  DYNAMIC HEIGHT  -        188.367 (meters)      618.00  (feet) COMP
 QL0299  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 QL0299
 QL0299  VERT ORDER      -  FIRST     CLASS 0
 QL0299
 QL0299.The horizontal coordinates were scaled from a map and have
 QL0299.an estimated accuracy of +/- 6 seconds.
 QL0299
 QL0299.The orthometric height was determined by differential leveling and
 QL0299.adjusted by the NATIONAL GEODETIC SURVEY
 QL0299.in June 1991.
 QL0299
 QL0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0299.GEOID18 height accuracy estimate available here.
 QL0299
 QL0299.Click photographs - Photos may exist for this station.
 QL0299
 QL0299.The dynamic height is computed by dividing the NAVD 88
 QL0299.geopotential number by the normal gravity value computed on the
 QL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0299.degrees latitude (g = 980.6199 gals.).
 QL0299
 QL0299.The modeled gravity was interpolated from observed gravity values.
 QL0299
 QL0299;                    North         East    Units  Estimated Accuracy
 QL0299;SPC MI N     -    41,930.    7,951,600.      MT  (+/- 180 meters Scaled)
 QL0299
 QL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR516007(NAD 83)
 QL0299
 QL0299                          SUPERSEDED SURVEY CONTROL
 QL0299
 QL0299  NGVD 29 (??/??/92)  188.339  (m)          617.91   (f) ADJ UNCH    1 0
 QL0299
 QL0299.Superseded values are not recommended for survey control.
 QL0299
 QL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0299.See file dsdata.pdf to determine how the superseded data were derived.
 QL0299
 QL0299_MARKER: DB = BENCH MARK DISK
 QL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0299_STAMPING: C 30 1930 617.909
 QL0299_MARK LOGO: CGS
 QL0299_PROJECTION: FLUSH
 QL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0299+STABILITY: SURFACE MOTION
 QL0299
 QL0299  HISTORY     - Date     Condition        Report By
 QL0299  HISTORY     - 1930     MONUMENTED       CGS
 QL0299  HISTORY     - 1972     GOOD             NGS
 QL0299  HISTORY     - 19910904 GOOD             USPSQD
 QL0299  HISTORY     - 20041102 MARK NOT FOUND   USPSQD
 QL0299
 QL0299                          STATION DESCRIPTION
 QL0299
 QL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0299'1.8 MI N FROM MENOMINEE.
 QL0299'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 QL0299'STATE HIGHWAY 35 AT MENOMINEE, THENCE 0.2 MILE WEST ALONG
 QL0299'EVERGREEN ROAD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 QL0299'44.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 25 FEET NORTH
 QL0299'OF THE CENTER LINE OF EVERGREEN ROAD, 4 1/2 FEET NORTHEAST OF A
 QL0299'TELEPHONE CABLE POLE, 1.1 FEET EAST OF A METAL WITNESS POST,
 QL0299'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 QL0299'POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 15, T 32 N, R 27 W.
 QL0299'NOTE-- THE MARK MAY BE REACHED BY GOING 3.6 MILES NORTH ALONG
 QL0299'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 QL0299'MENOMINEE.
 QL0299
 QL0299                          STATION RECOVERY (1991)
 QL0299
 QL0299'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0299'RECOVERED IN GOOD CONDITION.
 QL0299
 QL0299                          STATION RECOVERY (2004)
 QL0299
 QL0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0542 ***********************************************************************
 QK0542  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QK0542  DESIGNATION -  C 301
 QK0542  PID         -  QK0542
 QK0542  STATE/COUNTY-  MI/CHEBOYGAN
 QK0542  COUNTRY     -  US
 QK0542  USGS QUAD   -  CHEBOYGAN (2017)
 QK0542
 QK0542                         *CURRENT SURVEY CONTROL
 QK0542  ______________________________________________________________________
 QK0542* NAD 83(1986) POSITION- 45 38 43.     (N) 084 28 04.     (W)   SCALED
 QK0542* NAVD 88 ORTHO HEIGHT -   181.067 (meters)      594.05  (feet) ADJUSTED
 QK0542  ______________________________________________________________________
 QK0542  GEOID HEIGHT    -        -35.967 (meters)                     GEOID18
 QK0542  DYNAMIC HEIGHT  -        181.064 (meters)      594.04  (feet) COMP
 QK0542  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 QK0542
 QK0542  VERT ORDER      -  FIRST     CLASS II
 QK0542
 QK0542.The horizontal coordinates were scaled from a map and have
 QK0542.an estimated accuracy of +/- 6 seconds.
 QK0542
 QK0542.The orthometric height was determined by differential leveling and
 QK0542.adjusted by the NATIONAL GEODETIC SURVEY
 QK0542.in June 1991.
 QK0542
 QK0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0542.GEOID18 height accuracy estimate available here.
 QK0542
 QK0542.This Water Level Mark is designated as VM 23841
 QK0542.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QK0542
 QK0542.Click photographs - Photos may exist for this station.
 QK0542
 QK0542.The dynamic height is computed by dividing the NAVD 88
 QK0542.geopotential number by the normal gravity value computed on the
 QK0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0542.degrees latitude (g = 980.6199 gals.).
 QK0542
 QK0542.The modeled gravity was interpolated from observed gravity values.
 QK0542
 QK0542;                    North         East    Units  Estimated Accuracy
 QK0542;SPC MI C     -   258,770.    5,992,120.      MT  (+/- 180 meters Scaled)
 QK0542
 QK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR973577(NAD 83)
 QK0542
 QK0542                          SUPERSEDED SURVEY CONTROL
 QK0542
 QK0542.No superseded survey control is available for this station.
 QK0542
 QK0542_MARKER: F = FLANGE-ENCASED ROD
 QK0542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0542_STAMPING: C 301 1983
 QK0542_MARK LOGO: NGS
 QK0542_PROJECTION: RECESSED 3 CENTIMETERS
 QK0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0542+STABILITY: POSITION/ELEVATION WELL
 QK0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0542+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 QK0542_ROD/PIPE-DEPTH: 8.53 meters
 QK0542_SLEEVE-DEPTH  : 6.09 meters
 QK0542
 QK0542  HISTORY     - Date     Condition        Report By
 QK0542  HISTORY     - 1983     MONUMENTED       NGS
 QK0542  HISTORY     - 19960314 GOOD             NGS
 QK0542  HISTORY     - 20080507 GOOD             MIDT
 QK0542  HISTORY     - 20180625 GOOD             SURVSL
 QK0542
 QK0542                          STATION DESCRIPTION
 QK0542
 QK0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0542'IN CHEBOYGAN.
 QK0542'IN CHEBOYGAN, LOCATED IN THE NORTHEAST LAWN AT THE SAINT MARY CATHOLIC
 QK0542'CHURCH, LOCATED AT THE JUNCTION OF NORTH D STREET AND FOURTH STREET,
 QK0542'23.65 METERS (77.6 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 QK0542'CHURCH BUILDING, 6.38 METERS (22.6 FT) SOUTHWEST OF THE SOUTHWEST CURB
 QK0542'OF FOURTH STREET, 3.47 METERS (11.4 FT) WEST-SOUTHWEST OF THE NORTH
 QK0542'CORNER OF THE BOTTOM ONE OF A SET OF SET OF STEPS LEADING TO THE
 QK0542'CHURCH ON THE NORTHEAST SIDE, AND 1.98 METERS (6.5 FT) NORTHEAST OF
 QK0542'THE NORTHEAST FACE OF THE CHURCH.
 QK0542'THE MARK IS ABOVE LEVEL WITH FOURTH STREET.
 QK0542
 QK0542                          STATION RECOVERY (1996)
 QK0542
 QK0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0542'IN CHEBOYGAN, AT THE INTERSECTION OF NORTH D AND FOURTH STREETS, 43.3
 QK0542'M (142.1 FT) SOUTHEAST OF THE CENTER OF NORTH D STREET, 12.0 M (39.4
 QK0542'FT) SOUTHWEST OF THE CENTER OF FOURTH STREET, 4.0 M (13.1 FT)
 QK0542'NORTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE TO A CATHOLIC
 QK0542'CHURCH, 2.0 M (6.6 FT) NORTHEAST OF THE NORTHEAST FACE OF THE CHURCH,
 QK0542'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF FOURTH STREET.  NOTE--ACCESS TO
 QK0542'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QK0542
 QK0542                          STATION RECOVERY (2008)
 QK0542
 QK0542'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0542'RECOVERED AS DESCRIBED IN 1996 IN GOOD CONDITION.
 QK0542
 QK0542                          STATION RECOVERY (2018)
 QK0542
 QK0542'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2018 (BE)
 QK0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0503 ***********************************************************************
 QK0503  DESIGNATION -  C 302
 QK0503  PID         -  QK0503
 QK0503  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0503  COUNTRY     -  US
 QK0503  USGS QUAD   -  GRACE OE E (2017)
 QK0503
 QK0503                         *CURRENT SURVEY CONTROL
 QK0503  ______________________________________________________________________
 QK0503* NAD 83(1986) POSITION- 45 31 25.     (N) 084 07 28.     (W)   SCALED
 QK0503* NAVD 88 ORTHO HEIGHT -   180.462 (meters)      592.07  (feet) ADJUSTED
 QK0503  ______________________________________________________________________
 QK0503  GEOID HEIGHT    -        -36.526 (meters)                     GEOID18
 QK0503  DYNAMIC HEIGHT  -        180.456 (meters)      592.05  (feet) COMP
 QK0503  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 QK0503
 QK0503  VERT ORDER      -  FIRST     CLASS II
 QK0503
 QK0503.The horizontal coordinates were scaled from a map and have
 QK0503.an estimated accuracy of +/- 6 seconds.
 QK0503
 QK0503.The orthometric height was determined by differential leveling and
 QK0503.adjusted by the NATIONAL GEODETIC SURVEY
 QK0503.in June 1991.
 QK0503
 QK0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0503.GEOID18 height accuracy estimate available here.
 QK0503
 QK0503.Click photographs - Photos may exist for this station.
 QK0503
 QK0503.The dynamic height is computed by dividing the NAVD 88
 QK0503.geopotential number by the normal gravity value computed on the
 QK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0503.degrees latitude (g = 980.6199 gals.).
 QK0503
 QK0503.The modeled gravity was interpolated from observed gravity values.
 QK0503
 QK0503;                    North         East    Units  Estimated Accuracy
 QK0503;SPC MI C     -   245,270.    6,018,920.      MT  (+/- 180 meters Scaled)
 QK0503
 QK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR245451(NAD 83)
 QK0503
 QK0503                          SUPERSEDED SURVEY CONTROL
 QK0503
 QK0503.No superseded survey control is available for this station.
 QK0503
 QK0503_MARKER: I = METAL ROD
 QK0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0503_STAMPING: C 302 1983
 QK0503_MARK LOGO: NGS
 QK0503_PROJECTION: RECESSED 4 CENTIMETERS
 QK0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0503_ROD/PIPE-DEPTH: 21.9 meters
 QK0503
 QK0503  HISTORY     - Date     Condition        Report By
 QK0503  HISTORY     - 1983     MONUMENTED       NGS
 QK0503  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0503
 QK0503                          STATION DESCRIPTION
 QK0503
 QK0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0503'29.6 KM (18.4 MI) NW FROM ROGERS CITY.
 QK0503'1.8 KM (1.1 MI) NORTHWEST ALONG HIGHWAY 23 BUSINESS (THIRD STREET)
 QK0503'FROM THE POST OFFICE IN ROGERS CITY, THENCE 27.8 KM (17.3 MI)
 QK0503'NORTHWEST ALONG HIGHWAY 23, SET IN THE SOUTHWEST CORNER OF THE LAWN AT
 QK0503'THE GOLDEN BEACH MANOR RESIDENCE LODGE, ALSO ABOUT 91.44 METERS
 QK0503'(300.0 FT) NORTHEAST OF THE JUNCTION OF HIGHWAY 23 AND BEACH HIGHWAY
 QK0503'LEADING WEST, 35.14 METERS (115.3 FT) EAST OF THE CENTERLINE OF
 QK0503'HIGHWAY 23, 14.91 METERS (49.2 FT) NORTH OF THE CENTER OF BEACH
 QK0503'HIGHWAY LEADING EAST, 5.40 METERS (17.7 FT) WEST OF THE SOUTHWEST
 QK0503'CORNER OF THE SWIMMING POOL, 8.23 METERS (27.0 FT) SOUTH OF THE CENTER
 QK0503'OF THE SOUTH DRIVEWAY AT THE LODGE, AND 0.91 METER (3.0 FT) NORTH OF A
 QK0503'POWERLINE POLE WITH A TRANSFORMER NUMBERED HB-1-66 AND AN ANCHOR
 QK0503'CABLE.
 QK0503'THE MARK IS 8.05 METERS  E FROM A WITNESS POST.
 QK0503'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0503
 QK0503                          STATION RECOVERY (2004)
 QK0503
 QK0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0693 ***********************************************************************
 OJ0693  DESIGNATION -  C 303
 OJ0693  PID         -  OJ0693
 OJ0693  STATE/COUNTY-  MI/BAY
 OJ0693  COUNTRY     -  US
 OJ0693  USGS QUAD   -  PINCONNING (2017)
 OJ0693
 OJ0693                         *CURRENT SURVEY CONTROL
 OJ0693  ______________________________________________________________________
 OJ0693* NAD 83(1986) POSITION- 43 49 36.     (N) 083 58 01.     (W)   SCALED
 OJ0693* NAVD 88 ORTHO HEIGHT -   181.372 (meters)      595.05  (feet) ADJUSTED
 OJ0693  ______________________________________________________________________
 OJ0693  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 OJ0693  DYNAMIC HEIGHT  -        181.340 (meters)      594.95  (feet) COMP
 OJ0693  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 OJ0693
 OJ0693  VERT ORDER      -  FIRST     CLASS II
 OJ0693
 OJ0693.The horizontal coordinates were scaled from a map and have
 OJ0693.an estimated accuracy of +/- 6 seconds.
 OJ0693
 OJ0693.The orthometric height was determined by differential leveling and
 OJ0693.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0693.in June 1991.
 OJ0693
 OJ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0693.GEOID18 height accuracy estimate available here.
 OJ0693
 OJ0693.Click photographs - Photos may exist for this station.
 OJ0693
 OJ0693.The dynamic height is computed by dividing the NAVD 88
 OJ0693.geopotential number by the normal gravity value computed on the
 OJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0693.degrees latitude (g = 980.6199 gals.).
 OJ0693
 OJ0693.The modeled gravity was interpolated from observed gravity values.
 OJ0693
 OJ0693;                    North         East    Units  Estimated Accuracy
 OJ0693;SPC MI S     -   258,530.    4,032,160.      MT  (+/- 180 meters Scaled)
 OJ0693
 OJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ614569(NAD 83)
 OJ0693
 OJ0693                          SUPERSEDED SURVEY CONTROL
 OJ0693
 OJ0693.No superseded survey control is available for this station.
 OJ0693
 OJ0693_MARKER: I = METAL ROD
 OJ0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0693_STAMPING: C 303 1983
 OJ0693_MARK LOGO: NGS
 OJ0693_PROJECTION: RECESSED 2 CENTIMETERS
 OJ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0693_ROD/PIPE-DEPTH: 4.57 meters
 OJ0693
 OJ0693  HISTORY     - Date     Condition        Report By
 OJ0693  HISTORY     - 1983     MONUMENTED       NGS
 OJ0693  HISTORY     - 19970824 GOOD             USPSQD
 OJ0693
 OJ0693                          STATION DESCRIPTION
 OJ0693
 OJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0693'2.9 KM (1.8 MI) SOUTH FROM PINCONNING.
 OJ0693'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0693'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE RIGHT, 29.38 METERS
 OJ0693'(96.4 FT) WEST OF CENTERLINE OF HIGHWAY 13, 39.07 METERS (128.2 FT)
 OJ0693'SOUTH OF CENTER OF DRIVE TO HOUSE, 28.55 METERS (93.7 FT)
 OJ0693'EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, AND 2.25 METERS (7.4 FT)
 OJ0693'NORTH OF POWERLINE POLE NUMBER 3043.
 OJ0693'THE MARK IS 0.91 M BELOW HIGHWAY 13.
 OJ0693
 OJ0693                          STATION RECOVERY (1997)
 OJ0693
 OJ0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0177 ***********************************************************************
 PK0177  DESIGNATION -  C 304
 PK0177  PID         -  PK0177
 PK0177  STATE/COUNTY-  MI/IOSCO
 PK0177  COUNTRY     -  US
 PK0177  USGS QUAD   -  TAWAS CITY (2017)
 PK0177
 PK0177                         *CURRENT SURVEY CONTROL
 PK0177  ______________________________________________________________________
 PK0177* NAD 83(1986) POSITION- 44 15 45.     (N) 083 31 23.     (W)   SCALED
 PK0177* NAVD 88 ORTHO HEIGHT -   179.397 (meters)      588.57  (feet) ADJUSTED
 PK0177  ______________________________________________________________________
 PK0177  GEOID HEIGHT    -        -35.247 (meters)                     GEOID18
 PK0177  DYNAMIC HEIGHT  -        179.374 (meters)      588.50  (feet) COMP
 PK0177  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 PK0177
 PK0177  VERT ORDER      -  FIRST     CLASS II
 PK0177
 PK0177.The horizontal coordinates were scaled from a map and have
 PK0177.an estimated accuracy of +/- 6 seconds.
 PK0177
 PK0177.The orthometric height was determined by differential leveling and
 PK0177.adjusted by the NATIONAL GEODETIC SURVEY
 PK0177.in June 1991.
 PK0177
 PK0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0177.GEOID18 height accuracy estimate available here.
 PK0177
 PK0177.Click photographs - Photos may exist for this station.
 PK0177
 PK0177.The dynamic height is computed by dividing the NAVD 88
 PK0177.geopotential number by the normal gravity value computed on the
 PK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0177.degrees latitude (g = 980.6199 gals.).
 PK0177
 PK0177.The modeled gravity was interpolated from observed gravity values.
 PK0177
 PK0177;                    North         East    Units  Estimated Accuracy
 PK0177;SPC MI C     -   105,450.    6,067,360.      MT  (+/- 180 meters Scaled)
 PK0177
 PK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK986041(NAD 83)
 PK0177
 PK0177                          SUPERSEDED SURVEY CONTROL
 PK0177
 PK0177.No superseded survey control is available for this station.
 PK0177
 PK0177_MARKER: F = FLANGE-ENCASED ROD
 PK0177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0177_STAMPING: C 304 1983
 PK0177_MARK LOGO: NGS
 PK0177_PROJECTION: RECESSED 3 CENTIMETERS
 PK0177_MAGNETIC: I = MARKER IS A STEEL ROD
 PK0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0177_ROD/PIPE-DEPTH: 11.0 meters
 PK0177
 PK0177  HISTORY     - Date     Condition        Report By
 PK0177  HISTORY     - 1983     MONUMENTED       NGS
 PK0177  HISTORY     - 20221115 GOOD             SPICE
 PK0177
 PK0177                          STATION DESCRIPTION
 PK0177
 PK0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0177'IN TAWAS CITY.
 PK0177'IN TAWAS CITY, 0.2 KM (0.1 MI) SOUTH ALONG LAKE STREET FROM THE POST
 PK0177'OFFICE TO THE MARK ON THE LEFT, 12.40 METERS (40.7 FT) SOUTHEAST OF
 PK0177'THE CENTERLINE OF LAKE STREET, 21.79 METERS (71.5 FT) SOUTHWEST OF THE
 PK0177'SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 15.78 METERS (51.8 FT) NORTH OF
 PK0177'THE NORTHWEST CORNER OF A LARGE CINDER BLOCK BUILDING (COYLE
 PK0177'RESTAURANT), 1.73 METERS (5.7 FT) NORTHEAST OF A POWERLINE POLE, AND
 PK0177'1.31 METERS (4.3 FT) NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 633.
 PK0177'THE MARK IS 1.09 METERS  NE FROM A WITNESS POST.
 PK0177'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
 PK0177
 PK0177                          STATION RECOVERY (2022)
 PK0177
 PK0177'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (BE)
 PK0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0151 ***********************************************************************
 PK0151  DESIGNATION -  C 305
 PK0151  PID         -  PK0151
 PK0151  STATE/COUNTY-  MI/ARENAC
 PK0151  COUNTRY     -  US
 PK0151  USGS QUAD   -  OMER (2017)
 PK0151
 PK0151                         *CURRENT SURVEY CONTROL
 PK0151  ______________________________________________________________________
 PK0151* NAD 83(1986) POSITION- 44 06 16.     (N) 083 48 26.     (W)   SCALED
 PK0151* NAVD 88 ORTHO HEIGHT -   194.577 (meters)      638.37  (feet) ADJUSTED
 PK0151  ______________________________________________________________________
 PK0151  GEOID HEIGHT    -        -35.158 (meters)                     GEOID18
 PK0151  DYNAMIC HEIGHT  -        194.546 (meters)      638.27  (feet) COMP
 PK0151  MODELED GRAVITY -    980,455.4   (mgal)                       NAVD 88
 PK0151
 PK0151  VERT ORDER      -  FIRST     CLASS II
 PK0151
 PK0151.The horizontal coordinates were scaled from a map and have
 PK0151.an estimated accuracy of +/- 6 seconds.
 PK0151
 PK0151.The orthometric height was determined by differential leveling and
 PK0151.adjusted by the NATIONAL GEODETIC SURVEY
 PK0151.in June 1991.
 PK0151
 PK0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0151.GEOID18 height accuracy estimate available here.
 PK0151
 PK0151.Click photographs - Photos may exist for this station.
 PK0151
 PK0151.The dynamic height is computed by dividing the NAVD 88
 PK0151.geopotential number by the normal gravity value computed on the
 PK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0151.degrees latitude (g = 980.6199 gals.).
 PK0151
 PK0151.The modeled gravity was interpolated from observed gravity values.
 PK0151
 PK0151;                    North         East    Units  Estimated Accuracy
 PK0151;SPC MI C     -    87,700.    6,044,790.      MT  (+/- 180 meters Scaled)
 PK0151
 PK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753873(NAD 83)
 PK0151
 PK0151                          SUPERSEDED SURVEY CONTROL
 PK0151
 PK0151.No superseded survey control is available for this station.
 PK0151
 PK0151_MARKER: I = METAL ROD
 PK0151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0151_STAMPING: C 305 1983
 PK0151_MARK LOGO: NGS
 PK0151_PROJECTION: FLUSH
 PK0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0151+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0151_ROD/PIPE-DEPTH: 4.27 meters
 PK0151
 PK0151  HISTORY     - Date     Condition        Report By
 PK0151  HISTORY     - 1983     MONUMENTED       NGS
 PK0151  HISTORY     - 20010811 GOOD             USPSQD
 PK0151  HISTORY     - 20051211 GOOD             USPSQD
 PK0151
 PK0151                          STATION DESCRIPTION
 PK0151
 PK0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0151'1.0 KM (0.6 MI) SOUTH FROM TWINING.
 PK0151'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 PK0151'TWINING ROAD IN TWINING TO THE MARK ON THE RIGHT, 19.66 METERS
 PK0151'(64.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.44 METERS (11.3 FT)
 PK0151'SOUTH OF A SIGN POST, AND 3.32 METERS (10.9 FT) NORTH OF A POWERLINE
 PK0151'POLE.
 PK0151'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 PK0151'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0151
 PK0151                          STATION RECOVERY (2001)
 PK0151
 PK0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0151'RECOVERED IN GOOD CONDITION.
 PK0151
 PK0151                          STATION RECOVERY (2005)
 PK0151
 PK0151'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0175 ***********************************************************************
 QJ0175  DESIGNATION -  C 306
 QJ0175  PID         -  QJ0175
 QJ0175  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0175  COUNTRY     -  US
 QJ0175  USGS QUAD   -  ROGERS CITY (2017)
 QJ0175
 QJ0175                         *CURRENT SURVEY CONTROL
 QJ0175  ______________________________________________________________________
 QJ0175* NAD 83(2011) POSITION- 45 25 19.91425(N) 083 48 49.02012(W)   ADJUSTED
 QJ0175* NAD 83(2011) ELLIP HT-   141.777 (meters)        (12/02/25)   ADJUSTED
 QJ0175* NAD 83(2011) EPOCH   -  2010.00
 QJ0175* NAVD 88 ORTHO HEIGHT -   178.631 (meters)      586.06  (feet) ADJUSTED
 QJ0175  ______________________________________________________________________
 QJ0175  GEOID HEIGHT    -        -36.843 (meters)                     GEOID18
 QJ0175  NAD 83(2011) X  -    483,251.708 (meters)                     COMP
 QJ0175  NAD 83(2011) Y  - -4,458,275.621 (meters)                     COMP
 QJ0175  NAD 83(2011) Z  -  4,520,505.294 (meters)                     COMP
 QJ0175  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 QJ0175  DYNAMIC HEIGHT  -        178.621 (meters)      586.03  (feet) COMP
 QJ0175  MODELED GRAVITY -    980,561.6   (mgal)                       NAVD 88
 QJ0175  OBS GRAVITY     -    980,564.2   (mgal)                       GRAV_OBS
 QJ0175
 QJ0175  VERT ORDER      -  FIRST     CLASS II
 QJ0175
 QJ0175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0175  Standards:
 QJ0175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0175  -------------------------------------------------------------------
 QJ0175  NETWORK    0.54   0.96           0.25   0.18   0.49     -0.16131611
 QJ0175  -------------------------------------------------------------------
 QJ0175  Click here for local accuracies and other accuracy information.
 QJ0175
 QJ0175.The horizontal coordinates were established by GPS observations
 QJ0175.and adjusted by the National Geodetic Survey in December 2025.
 QJ0175
 QJ0175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0175.been affixed to the stable North American tectonic plate. See 
 QJ0175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0175
 QJ0175.The horizontal coordinates are valid at the epoch date displayed above
 QJ0175.which is a decimal equivalence of Year/Month/Day.
 QJ0175
 QJ0175.The orthometric height was determined by differential leveling and
 QJ0175.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0175.in June 1991.
 QJ0175
 QJ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0175.GEOID18 height accuracy estimate available here.
 QJ0175
 QJ0175.Click photographs - Photos may exist for this station.
 QJ0175
 QJ0175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0175
 QJ0175.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0175
 QJ0175.The ellipsoidal height was determined by GPS observations
 QJ0175.and is referenced to NAD 83.
 QJ0175
 QJ0175.The dynamic height is computed by dividing the NAVD 88
 QJ0175.geopotential number by the normal gravity value computed on the
 QJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0175.degrees latitude (g = 980.6199 gals.).
 QJ0175
 QJ0175.The modeled gravity was interpolated from observed gravity values.
 QJ0175
 QJ0175.The observed gravity was obtained from relative gravimeter ties
 QJ0175.to the IGSN71 gravity network.
 QJ0175
 QJ0175. The following values were computed from the NAD 83(2011) position.
 QJ0175
 QJ0175;                    North         East     Units Scale Factor Converg.
 QJ0175;SPC MI C     -   234,117.340 6,043,282.203   MT  0.99994761   +0 23 26.4
 QJ0175;SPC MI C     -   768,101.51 19,827,041.35   iFT  0.99994761   +0 23 26.4
 QJ0175;UTM  17      - 5,033,704.340   279,879.781   MT  1.00019577   -2 00 17.8
 QJ0175
 QJ0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0175!SPC MI C     -   0.99997777  x   0.99994761  =   0.99992538
 QJ0175!UTM  17      -   0.99997777  x   1.00019577  =   1.00017354
 QJ0175
 QJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7987933704(NAD 83)
 QJ0175
 QJ0175                          SUPERSEDED SURVEY CONTROL
 QJ0175
 QJ0175.No superseded survey control is available for this station.
 QJ0175
 QJ0175_MARKER: F = FLANGE-ENCASED ROD
 QJ0175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0175_STAMPING: C 306 1983
 QJ0175_MARK LOGO: NGS
 QJ0175_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0175+STABILITY: POSITION/ELEVATION WELL
 QJ0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0175+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 QJ0175_ROD/PIPE-DEPTH: 11.6 meters
 QJ0175_SLEEVE-DEPTH  : 6.09 meters
 QJ0175
 QJ0175  HISTORY     - Date     Condition        Report By
 QJ0175  HISTORY     - 1983     MONUMENTED       NGS
 QJ0175  HISTORY     - 20010331 GOOD             NGS
 QJ0175  HISTORY     - 20160525 GOOD             C2AE
 QJ0175  HISTORY     - 20220818 GOOD             NGS
 QJ0175
 QJ0175                          STATION DESCRIPTION
 QJ0175
 QJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0175'IN ROGERS CITY.
 QJ0175'IN ROGERS CITY, SET IN THE LAKE SIDE PARK BY A LARGE LIMESTONE ROCK
 QJ0175'AND MONUMENT WITH PLAQUE (IN RECOGNITION FOR THE FIRST FIFTY YEARS OF
 QJ0175'OPERATION) IS LOCATED AT THE JUNCTION OF MICHIGAN AND LAKE STREETS,
 QJ0175'10.06 METERS (33.0 FT) NORTHEAST OF THE NORTHEAST CURB OF LAKE STREET,
 QJ0175'1.58 METERS (5.2 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 QJ0175'CONCRETE FOUNDATION FOR THE MONUMENT, 3.10 METERS (10.2 FT) NORTHWEST
 QJ0175'OF THE SOUTH-SOUTHWEST OF THE FOUNDATION, AND 19.50 METERS (64.0 FT)
 QJ0175'NORTH OF A POWERLINE POLE ANCHOR POLE WITH AN ANCHOR CABLE.
 QJ0175'THE MARK IS 0.60 M BELOW LAKE STREET.
 QJ0175
 QJ0175                          STATION RECOVERY (2001)
 QJ0175
 QJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0175
 QJ0175                          STATION RECOVERY (2016)
 QJ0175
 QJ0175'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 QJ0175'RECOVERED IN GOOD CONDITION.
 QJ0175
 QJ0175                          STATION RECOVERY (2022)
 QJ0175
 QJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 QJ0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0216 ***********************************************************************
 PK0216  DESIGNATION -  C 307
 PK0216  PID         -  PK0216
 PK0216  STATE/COUNTY-  MI/ALCONA
 PK0216  COUNTRY     -  US
 PK0216  USGS QUAD   -  GREENBUSH (2017)
 PK0216
 PK0216                         *CURRENT SURVEY CONTROL
 PK0216  ______________________________________________________________________
 PK0216* NAD 83(1986) POSITION- 44 30 44.     (N) 083 19 18.     (W)   SCALED
 PK0216* NAVD 88 ORTHO HEIGHT -   180.223 (meters)      591.28  (feet) ADJUSTED
 PK0216  ______________________________________________________________________
 PK0216  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 PK0216  DYNAMIC HEIGHT  -        180.204 (meters)      591.22  (feet) COMP
 PK0216  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 PK0216
 PK0216  VERT ORDER      -  FIRST     CLASS II
 PK0216
 PK0216.The horizontal coordinates were scaled from a map and have
 PK0216.an estimated accuracy of +/- 6 seconds.
 PK0216
 PK0216.The orthometric height was determined by differential leveling and
 PK0216.adjusted by the NATIONAL GEODETIC SURVEY
 PK0216.in June 1991.
 PK0216
 PK0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0216.GEOID18 height accuracy estimate available here.
 PK0216
 PK0216.Click photographs - Photos may exist for this station.
 PK0216
 PK0216.The dynamic height is computed by dividing the NAVD 88
 PK0216.geopotential number by the normal gravity value computed on the
 PK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0216.degrees latitude (g = 980.6199 gals.).
 PK0216
 PK0216.The modeled gravity was interpolated from observed gravity values.
 PK0216
 PK0216;                    North         East    Units  Estimated Accuracy
 PK0216;SPC MI C     -   133,390.    6,083,080.      MT  (+/- 180 meters Scaled)
 PK0216
 PK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK154313(NAD 83)
 PK0216
 PK0216                          SUPERSEDED SURVEY CONTROL
 PK0216
 PK0216.No superseded survey control is available for this station.
 PK0216
 PK0216_MARKER: I = METAL ROD
 PK0216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0216_STAMPING: C 307 1983
 PK0216_MARK LOGO: NGS
 PK0216_PROJECTION: FLUSH
 PK0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0216+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0216_ROD/PIPE-DEPTH: 13.4 meters
 PK0216
 PK0216  HISTORY     - Date     Condition        Report By
 PK0216  HISTORY     - 1983     MONUMENTED       NGS
 PK0216  HISTORY     - 19960511 GOOD             USPSQD
 PK0216  HISTORY     - 20050731 GOOD             USPSQD
 PK0216
 PK0216                          STATION DESCRIPTION
 PK0216
 PK0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0216'10.6 KM (6.6 MI) NORTH FROM OSCODA.
 PK0216'10.6 KM (6.6 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0216'RIVER ROAD IN OSCODA TO THE MARK ON THE LEFT, 21.34 METERS (70.0 FT)
 PK0216'WEST OF THE CENTERLINE OF THE HIGHWAY, 21.24 METERS (69.7 FT)
 PK0216'NORTHWEST OF A COMBINATION LIGHT AND ADVERTISING POLE AT THE LAKESIDE
 PK0216'SUPERETTE, 15.0 METERS (49.2 FT) NORTH-NORTHEAST OF THE NORTHEAST
 PK0216'CORNER OF THE LAKESIDE SUPERETTE BUILDING, AND 1.92 METERS (6.3 FT)
 PK0216'EAST OF AN OAK TREE.
 PK0216'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0216'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0216
 PK0216                          STATION RECOVERY (1996)
 PK0216
 PK0216'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0216'RECOVERED IN GOOD CONDITION.
 PK0216
 PK0216                          STATION RECOVERY (2005)
 PK0216
 PK0216'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0150 ***********************************************************************
 QJ0150  DESIGNATION -  C 308
 QJ0150  PID         -  QJ0150
 QJ0150  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0150  COUNTRY     -  US
 QJ0150  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0150
 QJ0150                         *CURRENT SURVEY CONTROL
 QJ0150  ______________________________________________________________________
 QJ0150* NAD 83(1986) POSITION- 45 20 06.     (N) 083 36 00.     (W)   SCALED
 QJ0150* NAVD 88 ORTHO HEIGHT -   191.218 (meters)      627.35  (feet) ADJUSTED
 QJ0150  ______________________________________________________________________
 QJ0150  GEOID HEIGHT    -        -36.881 (meters)                     GEOID18
 QJ0150  DYNAMIC HEIGHT  -        191.208 (meters)      627.32  (feet) COMP
 QJ0150  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 QJ0150
 QJ0150  VERT ORDER      -  FIRST     CLASS II
 QJ0150
 QJ0150.The horizontal coordinates were scaled from a map and have
 QJ0150.an estimated accuracy of +/- 6 seconds.
 QJ0150
 QJ0150.The orthometric height was determined by differential leveling and
 QJ0150.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0150.in June 1991.
 QJ0150
 QJ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0150.GEOID18 height accuracy estimate available here.
 QJ0150
 QJ0150.Click photographs - Photos may exist for this station.
 QJ0150
 QJ0150.The dynamic height is computed by dividing the NAVD 88
 QJ0150.geopotential number by the normal gravity value computed on the
 QJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0150.degrees latitude (g = 980.6199 gals.).
 QJ0150
 QJ0150.The modeled gravity was interpolated from observed gravity values.
 QJ0150
 QJ0150;                    North         East    Units  Estimated Accuracy
 QJ0150;SPC MI C     -   224,560.    6,060,090.      MT  (+/- 180 meters Scaled)
 QJ0150
 QJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL962234(NAD 83)
 QJ0150
 QJ0150                          SUPERSEDED SURVEY CONTROL
 QJ0150
 QJ0150.No superseded survey control is available for this station.
 QJ0150
 QJ0150_MARKER: I = METAL ROD
 QJ0150_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0150+WITH SETTING: INFORMATION.
 QJ0150_STAMPING: C 308 1983
 QJ0150_MARK LOGO: NGS
 QJ0150_PROJECTION: PROJECTING 3 CENTIMETERS
 QJ0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0150+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 QJ0150_ROD/PIPE-DEPTH: 2.56 meters
 QJ0150
 QJ0150  HISTORY     - Date     Condition        Report By
 QJ0150  HISTORY     - 1983     MONUMENTED       NGS
 QJ0150  HISTORY     - 20060130 GOOD             MIDT
 QJ0150
 QJ0150                          STATION DESCRIPTION
 QJ0150
 QJ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0150'22.1 KM (13.75 MI) SE FROM ROGERS CITY.
 QJ0150'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY (THIRD STREET) FROM
 QJ0150'THE POST OFFICE IN ROGERS CITY, THENCE 17.2 KM (10.7 MI) SOUTHEAST
 QJ0150'ALONG U.S. HIGHWAY 23 AT A TRACK ROAD LEADING SOUTHWEST, IS SET IN A
 QJ0150'WOODED AREA NEAR THE SOUTH HIGHWAY RIGHT-OF-WAY LINE, IS 0.2 KM
 QJ0150'(0.1 MI) WEST OF A TURN OUT (REST STOP) ON THE SOUTH SIDE OF THE
 QJ0150'HIGHWAY, 28.34 METERS (93.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QJ0150'13.86 METERS (45.5 FT) WEST-NORTHWEST OF THE CENTER OF THE TRACK ROAD,
 QJ0150'0.79 METER (2.6 FT) SOUTHEAST OF A WOODEN FENCE POST, AND 29.56 METERS
 QJ0150'(97.0 FT) WEST OF AN EXTENDED CENTERLINE OF A TRACK ROAD LEADING NORTH
 QJ0150'OF U.S. HIGHWAY 23.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS
 QJ0150'DEPTH.
 QJ0150'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QJ0150'THE MARK IS 0.6 M BELOW HIGHWAY 23.
 QJ0150
 QJ0150                          STATION RECOVERY (2006)
 QJ0150
 QJ0150'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0150'RECOVERED AS DESCRIBED, SPRUCE SURROUNDING 20 DEGREE MAST
 QJ0150'GPS OBSERVED FEB-MAR. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0150'SCALE FACTOR   0.99991186
 QJ0150'QJ0150  45 20  6.372574 N    83 35 53.550460 W     154.334
 QJ0150'METER        224576.0168         6060231.5201       191.218  -36.884
 QJ0150'STANDARD DEVIATION N E Z    0.0038   0.0038   0.0000
 QJ0150'INT. FT.     736797.9553        19882649.3442       627.356 -121.010
 QJ0150'STANDARD DEVIATION N E Z    0.0124   0.0123   0.0000
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0250 ***********************************************************************
 PK0250  DESIGNATION -  C 309
 PK0250  PID         -  PK0250
 PK0250  STATE/COUNTY-  MI/ALCONA
 PK0250  COUNTRY     -  US
 PK0250  USGS QUAD   -  BLACK RIVER (2017)
 PK0250
 PK0250                         *CURRENT SURVEY CONTROL
 PK0250  ______________________________________________________________________
 PK0250* NAD 83(1986) POSITION- 44 49 04.     (N) 083 21 41.     (W)   SCALED
 PK0250* NAVD 88 ORTHO HEIGHT -   218.117 (meters)      715.61  (feet) ADJUSTED
 PK0250  ______________________________________________________________________
 PK0250  GEOID HEIGHT    -        -36.077 (meters)                     GEOID18
 PK0250  DYNAMIC HEIGHT  -        218.098 (meters)      715.54  (feet) COMP
 PK0250  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 PK0250
 PK0250  VERT ORDER      -  FIRST     CLASS II
 PK0250
 PK0250.The horizontal coordinates were scaled from a map and have
 PK0250.an estimated accuracy of +/- 6 seconds.
 PK0250
 PK0250.The orthometric height was determined by differential leveling and
 PK0250.adjusted by the NATIONAL GEODETIC SURVEY
 PK0250.in June 1991.
 PK0250
 PK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0250.GEOID18 height accuracy estimate available here.
 PK0250
 PK0250.Click photographs - Photos may exist for this station.
 PK0250
 PK0250.The dynamic height is computed by dividing the NAVD 88
 PK0250.geopotential number by the normal gravity value computed on the
 PK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0250.degrees latitude (g = 980.6199 gals.).
 PK0250
 PK0250.The modeled gravity was interpolated from observed gravity values.
 PK0250
 PK0250;                    North         East    Units  Estimated Accuracy
 PK0250;SPC MI C     -   167,300.    6,079,510.      MT  (+/- 180 meters Scaled)
 PK0250
 PK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK132654(NAD 83)
 PK0250
 PK0250                          SUPERSEDED SURVEY CONTROL
 PK0250
 PK0250.No superseded survey control is available for this station.
 PK0250
 PK0250_MARKER: I = METAL ROD
 PK0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0250_STAMPING: C 309 1983
 PK0250_MARK LOGO: NGS
 PK0250_PROJECTION: FLUSH
 PK0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0250+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0250_ROD/PIPE-DEPTH: 8.23 meters
 PK0250
 PK0250  HISTORY     - Date     Condition        Report By
 PK0250  HISTORY     - 1983     MONUMENTED       NGS
 PK0250  HISTORY     - 19960511 GOOD             USPSQD
 PK0250  HISTORY     - 20050829 GOOD             USPSQD
 PK0250  HISTORY     - 20070726 GOOD             INDIV
 PK0250
 PK0250                          STATION DESCRIPTION
 PK0250
 PK0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0250'19.4 KM (12.05 MI) NORT FROM HARRISVILLE.
 PK0250'19.4 KM (12.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0250'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE
 PK0250'RIGHT, ALSO 12.1 KM (7.55 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE
 PK0250'POST OFFICE IN OSSINEKE TO THE MARK ON THE LEFT, 24.96 METERS
 PK0250'(81.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.41 METERS
 PK0250'(44.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST CABIN IN
 PK0250'A RESORT, 1.86 METERS (6.1 FT) WEST-NORTHWEST OF THE GUY WIRE ANCHOR
 PK0250'FOR A POWERLINE POLE, AND 0.91 METER (3.0 FT) EAST OF A POWERLINE POLE
 PK0250'WITH ONE GUY WIRE.
 PK0250'THE MARK IS 0.97 METERS  E FROM A WITNESS POST.
 PK0250'THE MARK IS 1.52 M ABOVE HIGHWAY.
 PK0250
 PK0250                          STATION RECOVERY (1996)
 PK0250
 PK0250'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0250'RECOVERED IN GOOD CONDITION.
 PK0250
 PK0250                          STATION RECOVERY (2005)
 PK0250
 PK0250'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0250'RECOVERED IN GOOD CONDITION.
 PK0250
 PK0250                          STATION RECOVERY (2007)
 PK0250
 PK0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (NQ)
 PK0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0349 ***********************************************************************
 OJ0349  DESIGNATION -  C 31
 OJ0349  PID         -  OJ0349
 OJ0349  STATE/COUNTY-  MI/TUSCOLA
 OJ0349  COUNTRY     -  US
 OJ0349  USGS QUAD   -  VASSAR (2017)
 OJ0349
 OJ0349                         *CURRENT SURVEY CONTROL
 OJ0349  ______________________________________________________________________
 OJ0349* NAD 83(1986) POSITION- 43 22 27.     (N) 083 34 40.     (W)   SCALED
 OJ0349* NAVD 88 ORTHO HEIGHT -   196.419 (meters)      644.42  (feet) ADJUSTED
 OJ0349  ______________________________________________________________________
 OJ0349  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 OJ0349  DYNAMIC HEIGHT  -        196.377 (meters)      644.28  (feet) COMP
 OJ0349  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OJ0349
 OJ0349  VERT ORDER      -  FIRST     CLASS II
 OJ0349
 OJ0349.The horizontal coordinates were scaled from a map and have
 OJ0349.an estimated accuracy of +/- 6 seconds.
 OJ0349
 OJ0349.The orthometric height was determined by differential leveling and
 OJ0349.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0349.in June 1991.
 OJ0349
 OJ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0349.GEOID18 height accuracy estimate available here.
 OJ0349
 OJ0349.Click photographs - Photos may exist for this station.
 OJ0349
 OJ0349.The dynamic height is computed by dividing the NAVD 88
 OJ0349.geopotential number by the normal gravity value computed on the
 OJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0349.degrees latitude (g = 980.6199 gals.).
 OJ0349
 OJ0349.The modeled gravity was interpolated from observed gravity values.
 OJ0349
 OJ0349;                    North         East    Units  Estimated Accuracy
 OJ0349;SPC MI S     -   208,480.    4,063,930.      MT  (+/- 180 meters Scaled)
 OJ0349
 OJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ911055(NAD 83)
 OJ0349
 OJ0349                          SUPERSEDED SURVEY CONTROL
 OJ0349
 OJ0349  NGVD 29 (??/??/92)  196.578  (m)          644.94   (f) ADJ UNCH    1 2
 OJ0349
 OJ0349.Superseded values are not recommended for survey control.
 OJ0349
 OJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0349.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0349
 OJ0349_MARKER: DB = BENCH MARK DISK
 OJ0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0349_SP_SET: ABUTMENT
 OJ0349_STAMPING: 644.940 C 31 1930
 OJ0349_MARK LOGO: CGS
 OJ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0349+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2014
 OJ0349
 OJ0349  HISTORY     - Date     Condition        Report By
 OJ0349  HISTORY     - 1930     MONUMENTED       CGS
 OJ0349  HISTORY     - 1934     GOOD             CGS
 OJ0349  HISTORY     - 19990529 GOOD             USPSQD
 OJ0349  HISTORY     - 20100617 GOOD             FLINT
 OJ0349  HISTORY     - 20140415 GOOD             SPICE
 OJ0349  HISTORY     - 20160316 GOOD             OHM
 OJ0349
 OJ0349                          STATION DESCRIPTION
 OJ0349
 OJ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0349'AT VASSAR.
 OJ0349'AT VASSAR, TUSCOLA COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OJ0349'13 RAILS NORTH OF THE NORTH END OF THE BRIDGE OVER CASS RIVER,
 OJ0349'DIRECTLY OPPOSITE THE FROG AT THE JUNCTION OF THE BAY CITY
 OJ0349'LINE AND THE CARO BRANCH, AT THE CONCRETE AND STEEL BRIDGE
 OJ0349'OVER CASS AVENUE, AND IN THE WEST END OF THE NORTH ABUTMENT.
 OJ0349'A STANDARD DISK, STAMPED 644.940 C 31 1930.
 OJ0349
 OJ0349                          STATION RECOVERY (1999)
 OJ0349
 OJ0349'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0349'RECOVERED IN GOOD CONDITION.
 OJ0349
 OJ0349                          STATION RECOVERY (2010)
 OJ0349
 OJ0349'RECOVERY NOTE BY FLINT SURVEYING AND ENGINEERIN 2010
 OJ0349'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OJ0349
 OJ0349                          STATION RECOVERY (2014)
 OJ0349
 OJ0349'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2014 (ESB)
 OJ0349'BENCHMARK WAS RECOVERED IN GOOD CONDITION.  ELEVATION IS SUSPECT.  WE
 OJ0349'
 OJ0349'FOUND A DIFFERENCE IN ELEVATION OF 0.1 WHEN LEVELED BETWEEN OJ0372 AND
 OJ0349'
 OJ0349'OJ0350
 OJ0349
 OJ0349                          STATION RECOVERY (2016)
 OJ0349
 OJ0349'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2016 (JDS)
 OJ0349'FOUND AN ELEVATION DIFFERENCE OF 0.1' AS NOTED IN 2014 RECOVERY
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0095 ***********************************************************************
 QJ0095  DESIGNATION -  C 310
 QJ0095  PID         -  QJ0095
 QJ0095  STATE/COUNTY-  MI/ALPENA
 QJ0095  COUNTRY     -  US
 QJ0095  USGS QUAD   -  ALPENA (2017)
 QJ0095
 QJ0095                         *CURRENT SURVEY CONTROL
 QJ0095  ______________________________________________________________________
 QJ0095* NAD 83(1986) POSITION- 45 03 02.     (N) 083 26 35.     (W)   SCALED
 QJ0095* NAVD 88 ORTHO HEIGHT -   177.758 (meters)      583.19  (feet) ADJUSTED
 QJ0095  ______________________________________________________________________
 QJ0095  GEOID HEIGHT    -        -36.506 (meters)                     GEOID18
 QJ0095  DYNAMIC HEIGHT  -        177.746 (meters)      583.16  (feet) COMP
 QJ0095  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 QJ0095
 QJ0095  VERT ORDER      -  FIRST     CLASS II
 QJ0095
 QJ0095.The horizontal coordinates were scaled from a map and have
 QJ0095.an estimated accuracy of +/- 6 seconds.
 QJ0095
 QJ0095.The orthometric height was determined by differential leveling and
 QJ0095.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0095.in June 1991.
 QJ0095
 QJ0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0095.GEOID18 height accuracy estimate available here.
 QJ0095
 QJ0095.Click photographs - Photos may exist for this station.
 QJ0095
 QJ0095.The dynamic height is computed by dividing the NAVD 88
 QJ0095.geopotential number by the normal gravity value computed on the
 QJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0095.degrees latitude (g = 980.6199 gals.).
 QJ0095
 QJ0095.The modeled gravity was interpolated from observed gravity values.
 QJ0095
 QJ0095;                    North         East    Units  Estimated Accuracy
 QJ0095;SPC MI C     -   193,080.    6,072,750.      MT  (+/- 180 meters Scaled)
 QJ0095
 QJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK076914(NAD 83)
 QJ0095
 QJ0095                          SUPERSEDED SURVEY CONTROL
 QJ0095
 QJ0095.No superseded survey control is available for this station.
 QJ0095
 QJ0095_MARKER: I = METAL ROD
 QJ0095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0095_STAMPING: C 310 1983
 QJ0095_MARK LOGO: NGS
 QJ0095_PROJECTION: FLUSH
 QJ0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0095_ROD/PIPE-DEPTH: 7.31 meters
 QJ0095
 QJ0095  HISTORY     - Date     Condition        Report By
 QJ0095  HISTORY     - 1983     MONUMENTED       NGS
 QJ0095  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0095
 QJ0095                          STATION DESCRIPTION
 QJ0095
 QJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0095'2.7 KM (1.65 MI) SOUTH FROM ALPENA.
 QJ0095'2.6 KM (1.6 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0095'ALPENA, THENCE 0.1 KM (0.05 MI) EAST ALONG BLAIR STREET TO THE MARK ON
 QJ0095'THE RIGHT, 87.14 METERS (285.9 FT) EAST OF THE CENTERLINE OF U.S.
 QJ0095'HIGHWAY 23, 24.75 METERS (81.2 FT) EAST OF THE WEST END OF A CHAIN
 QJ0095'LINK FENCE, 15.18 METERS (49.8 FT) WEST OF THE EAST END OF A CHAIN
 QJ0095'LINK FENCE, 17.07 METERS (56.0 FT) SOUTH OF A POWERLINE POLE WITH ONE
 QJ0095'GUY WIRE, AND 0.36 METER (1.2 FT) NORTH OF A CHAIN LINK FENCE LINE.
 QJ0095'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
 QJ0095'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0095
 QJ0095                          STATION RECOVERY (1999)
 QJ0095
 QJ0095'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0447 ***********************************************************************
 QK0447  DESIGNATION -  C 311
 QK0447  PID         -  QK0447
 QK0447  STATE/COUNTY-  MI/EMMET
 QK0447  COUNTRY     -  US
 QK0447  USGS QUAD   -  PETOSKEY (2017)
 QK0447
 QK0447                         *CURRENT SURVEY CONTROL
 QK0447  ______________________________________________________________________
 QK0447* NAD 83(1986) POSITION- 45 22 12.     (N) 084 58 30.     (W)   SCALED
 QK0447* NAVD 88 ORTHO HEIGHT -   205.674 (meters)      674.78  (feet) ADJUSTED
 QK0447  ______________________________________________________________________
 QK0447  GEOID HEIGHT    -        -35.203 (meters)                     GEOID18
 QK0447  DYNAMIC HEIGHT  -        205.668 (meters)      674.76  (feet) COMP
 QK0447  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 QK0447
 QK0447  VERT ORDER      -  FIRST     CLASS II
 QK0447
 QK0447.The horizontal coordinates were scaled from a map and have
 QK0447.an estimated accuracy of +/- 6 seconds.
 QK0447
 QK0447.The orthometric height was determined by differential leveling and
 QK0447.adjusted by the NATIONAL GEODETIC SURVEY
 QK0447.in June 1991.
 QK0447
 QK0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0447.GEOID18 height accuracy estimate available here.
 QK0447
 QK0447.Click photographs - Photos may exist for this station.
 QK0447
 QK0447.The dynamic height is computed by dividing the NAVD 88
 QK0447.geopotential number by the normal gravity value computed on the
 QK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0447.degrees latitude (g = 980.6199 gals.).
 QK0447
 QK0447.The modeled gravity was interpolated from observed gravity values.
 QK0447
 QK0447;                    North         East    Units  Estimated Accuracy
 QK0447;SPC MI C     -   228,350.    5,952,350.      MT  (+/- 180 meters Scaled)
 QK0447
 QK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR585260(NAD 83)
 QK0447
 QK0447                          SUPERSEDED SURVEY CONTROL
 QK0447
 QK0447.No superseded survey control is available for this station.
 QK0447
 QK0447_STAMPING: C 311 1984
 QK0447_MARK LOGO: NGS
 QK0447_PROJECTION: FLUSH
 QK0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0447+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2001
 QK0447_ROD/PIPE-DEPTH: 8.5 meters
 QK0447_SLEEVE-DEPTH  : 3.3 meters
 QK0447
 QK0447  HISTORY     - Date     Condition        Report By
 QK0447  HISTORY     - 1984     MONUMENTED       NGS
 QK0447  HISTORY     - 20010124 GOOD             USPSQD
 QK0447  HISTORY     - 20011124 GOOD             USPSQD
 QK0447  HISTORY     - 20180410 MARK NOT FOUND   WHG
 QK0447
 QK0447                          STATION DESCRIPTION
 QK0447
 QK0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0447'0.32 KM (0.2 MI) SW FROM PETOSKEY.
 QK0447'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0447'U.S. HIGHWAY 131 IN PETOSKEY, AT THE EMMET COUNTY MAINTANCE BUILDING,
 QK0447'31.4 METERS (103.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0447'8.9 METERS (29.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE VEHICLE
 QK0447'ENTRANCE INTO THE BUILDING, 8.3 METERS (27.3 FT) SOUTH-SOUTHWEST OF
 QK0447'THE SOUTHEAST CORNER OF THE MAINTANCE BUILDING, AND 2.5 METERS
 QK0447'(8.4 FT) EAST OF A FLAGPOLE.
 QK0447'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0447
 QK0447                          STATION RECOVERY (2001)
 QK0447
 QK0447'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0447'RECOVERED IN GOOD CONDITION.
 QK0447
 QK0447                          STATION RECOVERY (2001)
 QK0447
 QK0447'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0447'RECOVERED IN GOOD CONDITION.
 QK0447
 QK0447                          STATION RECOVERY (2018)
 QK0447
 QK0447'RECOVERY NOTE BY WOODS HOLE GROUP INC 2018 (JDS)
 QK0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0478 ***********************************************************************
 QK0478  CBN         -  This is a Cooperative Base Network Control Station.
 QK0478  DESIGNATION -  C 312
 QK0478  PID         -  QK0478
 QK0478  STATE/COUNTY-  MI/CHARLEVOIX
 QK0478  COUNTRY     -  US
 QK0478  USGS QUAD   -  ATWOOD (2017)
 QK0478
 QK0478                         *CURRENT SURVEY CONTROL
 QK0478  ______________________________________________________________________
 QK0478* NAD 83(2011) POSITION- 45 12 56.63281(N) 085 20 55.26351(W)   ADJUSTED
 QK0478* NAD 83(2011) ELLIP HT-   210.447 (meters)        (06/27/12)   ADJUSTED
 QK0478* NAD 83(2011) EPOCH   -  2010.00
 QK0478* NAVD 88 ORTHO HEIGHT -   245.345 (meters)      804.94  (feet) ADJUSTED
 QK0478  ______________________________________________________________________
 QK0478  GEOID HEIGHT    -        -34.898 (meters)                     GEOID18
 QK0478  NAD 83(2011) X  -    364,973.526 (meters)                     COMP
 QK0478  NAD 83(2011) Y  - -4,485,931.764 (meters)                     COMP
 QK0478  NAD 83(2011) Z  -  4,504,418.749 (meters)                     COMP
 QK0478  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 QK0478  DYNAMIC HEIGHT  -        245.341 (meters)      804.92  (feet) COMP
 QK0478  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 QK0478
 QK0478  VERT ORDER      -  FIRST     CLASS II
 QK0478
 QK0478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0478  Standards:
 QK0478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0478  -------------------------------------------------------------------
 QK0478  NETWORK    0.78   0.92           0.37   0.23   0.47      0.02013116
 QK0478  -------------------------------------------------------------------
 QK0478  Click here for local accuracies and other accuracy information.
 QK0478
 QK0478.The horizontal coordinates were established by GPS observations
 QK0478.and adjusted by the National Geodetic Survey in June 2012.
 QK0478
 QK0478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0478.been affixed to the stable North American tectonic plate. See 
 QK0478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0478
 QK0478.The horizontal coordinates are valid at the epoch date displayed above
 QK0478.which is a decimal equivalence of Year/Month/Day.
 QK0478
 QK0478.The orthometric height was determined by differential leveling and
 QK0478.adjusted by the NATIONAL GEODETIC SURVEY
 QK0478.in June 1991.
 QK0478
 QK0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0478.GEOID18 height accuracy estimate available here.
 QK0478
 QK0478.Click photographs - Photos may exist for this station.
 QK0478
 QK0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0478
 QK0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0478
 QK0478.The ellipsoidal height was determined by GPS observations
 QK0478.and is referenced to NAD 83.
 QK0478
 QK0478.The dynamic height is computed by dividing the NAVD 88
 QK0478.geopotential number by the normal gravity value computed on the
 QK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0478.degrees latitude (g = 980.6199 gals.).
 QK0478
 QK0478.The modeled gravity was interpolated from observed gravity values.
 QK0478
 QK0478. The following values were computed from the NAD 83(2011) position.
 QK0478
 QK0478;                    North         East     Units Scale Factor Converg.
 QK0478;SPC MI C     -   211,491.865 5,922,869.875   MT  0.99992398   -0 41 37.3
 QK0478;SPC MI C     -   693,870.95 19,431,987.78   iFT  0.99992398   -0 41 37.3
 QK0478;UTM  16      - 5,008,242.216   629,659.506   MT  0.99980671   +1 10 19.9
 QK0478
 QK0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0478!SPC MI C     -   0.99996701  x   0.99992398  =   0.99989099
 QK0478!UTM  16      -   0.99996701  x   0.99980671  =   0.99977372
 QK0478
 QK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2965908242(NAD 83)
 QK0478
 QK0478                          SUPERSEDED SURVEY CONTROL
 QK0478
 QK0478  NAD 83(2007)-  45 12 56.63302(N)    085 20 55.26455(W) AD(2002.00) 0
 QK0478  ELLIP H (02/10/07)  210.486  (m)                       GP(2002.00)    
 QK0478  ELLIP H (07/12/02)  210.496  (m)                       GP(       ) 4 2
 QK0478  NAD 83(1994)-  45 12 56.63316(N)    085 20 55.26514(W) AD(       ) B
 QK0478  ELLIP H (09/20/95)  210.506  (m)                       GP(       ) 1 2
 QK0478  NAVD 88             245.35   (m)          805.0    (f) LEVELING    3  
 QK0478
 QK0478.Superseded values are not recommended for survey control.
 QK0478
 QK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0478.See file dsdata.pdf to determine how the superseded data were derived.
 QK0478
 QK0478_MARKER: F = FLANGE-ENCASED ROD
 QK0478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0478_STAMPING: C 312 1984
 QK0478_MARK LOGO: NGS
 QK0478_PROJECTION: FLUSH
 QK0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0478+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 QK0478_ROD/PIPE-DEPTH: 5.4 meters
 QK0478
 QK0478  HISTORY     - Date     Condition        Report By
 QK0478  HISTORY     - 1984     MONUMENTED       NGS
 QK0478  HISTORY     - 19940520 GOOD             NGS
 QK0478  HISTORY     - 19941026 SEE DESCRIPTION  MIDT
 QK0478  HISTORY     - 19980818 GOOD             WADTRI
 QK0478  HISTORY     - 20010524 GOOD             INDIV
 QK0478  HISTORY     - 20040811 GOOD             ADVGEO
 QK0478  HISTORY     - 20191003 GOOD             INDIV
 QK0478  HISTORY     - 20210602 GOOD             MIDT
 QK0478
 QK0478                          STATION DESCRIPTION
 QK0478
 QK0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0478'14.5 KM (9.1 MI) SOUTH FROM CHARLEVOIX.
 QK0478'14.5 KM (9.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0478'IN CHARLEVOIX, ACROSS THE HIGHWAY FROM GENEIT ROAD LEADING WEST, 18.5
 QK0478'METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE, 32.0 METERS (105.0 FT)
 QK0478'SOUTHEAST OF T-JUNCTION OF GENEIT ROAD, AND 11.6 METERS (38.0 FT)
 QK0478'NORTH OF THE CENTERLI OF A GRAVEL ROAD LEADING SOUTHEAST.
 QK0478'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 QK0478'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 QK0478
 QK0478                          STATION RECOVERY (1994)
 QK0478
 QK0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0478'STATION IS LOCATED IN QUAD 450852, ABOUT 9 MI (14.5 KM) SOUTHWEST OF
 QK0478'CHARLEVOIX, 2 MI (3.2 KM) EAST OF LAKE MICHIGAN, AND IN THE NORTHEAST
 QK0478'1/4 OF SECTION 34, T 33 N, R 9 W, NORWOOD TOWNSHIP.  TO REACH FROM THE
 QK0478'DRAWBRIDGE IN CHARLEVOIX, GO SOUTHWEST ALONG U.S.  HIGHWAY 31 FOR 9.6
 QK0478'MI (15.4 KM) TO GENNETT ROAD LEADING WEST AND THE STATION ON THE LEFT.
 QK0478'ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 61.0 FT (18.6 M)
 QK0478'EAST OF THE CENTERLINE OF HIGHWAY 31, 105.0 FT (32.0 M) SOUTHEAST OF
 QK0478'THE CENTER OF THE JUNCTION OF GENNETT ROAD, AND 38.0 FT (11.6 M)
 QK0478'NORTHEAST FROM THE CENTERLINE OF A GRAVEL ROAD LEADING TO THE
 QK0478'SOUTHEAST.
 QK0478
 QK0478                          STATION RECOVERY (1994)
 QK0478
 QK0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0478'STATION IS LOCATED IN QUAD 450852 ON THE ATWOOD QUADRANGLE MAP.  IT IS
 QK0478'IN THE SOUTHEAST 1/4 OF SECTION 36, T-33-N, R-9-W, NORWOOD TOWNSHIP.
 QK0478'ABOUT 10.0 MI (16.1 KM) SOUTH OF CHARLEVOIX, 2.5 MI (4.0 KM) NORTH OF
 QK0478'ATWOOD, 2.0 MI (3.2 KM) EAST OF LAKE MICHIGAN AT NORWOOD, AND ON U.S.
 QK0478'HIGHWAY 31 RIGHT-OF-WAY. TO REACH FROM THE U.S.  HIGHWAY 31 DRAWBRIDGE
 QK0478'IN CHARLEVOIX, GO SOUTH ALONG U.S. HIGHWAY 31 FOR 9.7 MI (15.6 KM) TO
 QK0478'THE STATION ON THE LEFT ACROSS THE HIGHWAY FROM GENEIT ROAD LEADING
 QK0478'WEST AND ON THE NORTHERLY SIDE OF A SEASONAL ROAD LEADING EAST.
 QK0478'NOTE--ORIGINAL DESCRIPTION STATES THE STATION IS 9.1 MI (14.6 KM) FROM
 QK0478'DRAWBRIDGE, THIS IS IN ERROR AND SHOULD READ 9.7 MI (15.6 KM) AS
 QK0478'STATED ABOVE. STATION IS 105.0 FT (32.0 M) SOUTHEASTERLY FROM
 QK0478'T-JUNCTION OF GENEIT ROAD TO WEST, 61.0 FT (18.6 M) EAST FROM CENTER
 QK0478'OF U.S.  HIGHWAY 31, 38.0 FT (11.6 M) NORTH FROM THE CENTER OF A
 QK0478'SEASONAL ROAD LEADING EAST, 7.5 FT (2.3 M) WEST FROM TOP OF BANK, 1.5
 QK0478'FT (0.5 M) NORTH FROM A CARSONITE WITNESS POST, AND 1.0 FT (0.3 M)
 QK0478'SOUTH FROM ANOTHER CARSONITE WITNESS POST. NOTE--STATION IS LOOSE IN
 QK0478'SLEEVE.  IT WIGGLES HORIZONTALLY UNDER PRESSURE WITH HAND, IT MAY ALSO
 QK0478'BE RAISED WITH THE HAND, BUT SEEMS TO COME TO REST ON SOMETHING VERY
 QK0478'SOLID IN THE SUBSURFACE, PROBABLY HOLDS THE ELEVATION OK.
 QK0478
 QK0478                          STATION RECOVERY (1998)
 QK0478
 QK0478'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 QK0478'RECOVERED AS DESCRIBED BY WADE-TRIM INC.  1998 14.5 KM (9.00 MI) SOUTH
 QK0478'FROM CHARLEVOOIX.  14.5 KM (9.00 MI) SOUTHWEST ALONG U.S.  HIGHWAY 31
 QK0478'FROM THE DRAWBRIDGE IN CHARLEVOIX, ACROSS THE HIGHWAY FROM GENEIT ROAD
 QK0478'LEADING WEST, 18.5 METERS (60.7 FT) SOUTHEAST OF THE CENTERLINE, 32.0
 QK0478'METERS (105.0 FT) SOUTHEAST OF T-JUNCTION OF GENEIT ROAD, AND 11.6
 QK0478'METERS (38.1 FT) NORTH OF THE CENTERLINE OF A GRAVAL ROAD LEADING
 QK0478'SOUTHEAST.  0.5 METERS (1.6 FT) NORTH FROM A WITNESS POST.  THE MARK
 QK0478'IS 0.3 METERS (1.0 FT) BELOW CENTERLINE OF HIGHWAY.
 QK0478
 QK0478                          STATION RECOVERY (2001)
 QK0478
 QK0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0478'THE ROAD PUBLISHED AS GENEIT ROAD IS ACTUALLY GENNETT ROAD.
 QK0478'STATION IS MIDWAY BETWEEN TWO WITNESS POSTS.
 QK0478
 QK0478                          STATION RECOVERY (2004)
 QK0478
 QK0478'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (GTR)
 QK0478'RECOVERED IN GOOD CONDITION.
 QK0478
 QK0478                          STATION RECOVERY (2019)
 QK0478
 QK0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0478'RECOVERED IN GOOD CONDITION.
 QK0478
 QK0478                          STATION RECOVERY (2021)
 QK0478
 QK0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AZ)
 QK0478'FOUND AS DESCRIBED.  MARKED WITH ORANGE CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0398 ***********************************************************************
 PL0398  DESIGNATION -  C 314
 PL0398  PID         -  PL0398
 PL0398  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0398  COUNTRY     -  US
 PL0398  USGS QUAD   -  GRAWN (2017)
 PL0398
 PL0398                         *CURRENT SURVEY CONTROL
 PL0398  ______________________________________________________________________
 PL0398* NAD 83(1986) POSITION- 44 40 05.     (N) 085 40 40.     (W)   SCALED
 PL0398* NAVD 88 ORTHO HEIGHT -   267.772 (meters)      878.52  (feet) ADJUSTED
 PL0398  ______________________________________________________________________
 PL0398  GEOID HEIGHT    -        -34.573 (meters)                     GEOID18
 PL0398  DYNAMIC HEIGHT  -        267.745 (meters)      878.43  (feet) COMP
 PL0398  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 PL0398
 PL0398  VERT ORDER      -  FIRST     CLASS II
 PL0398
 PL0398.The horizontal coordinates were scaled from a map and have
 PL0398.an estimated accuracy of +/- 6 seconds.
 PL0398
 PL0398.The orthometric height was determined by differential leveling and
 PL0398.adjusted by the NATIONAL GEODETIC SURVEY
 PL0398.in June 1991.
 PL0398
 PL0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0398.GEOID18 height accuracy estimate available here.
 PL0398
 PL0398.Click photographs - Photos may exist for this station.
 PL0398
 PL0398.The dynamic height is computed by dividing the NAVD 88
 PL0398.geopotential number by the normal gravity value computed on the
 PL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0398.degrees latitude (g = 980.6199 gals.).
 PL0398
 PL0398.The modeled gravity was interpolated from observed gravity values.
 PL0398
 PL0398;                    North         East    Units  Estimated Accuracy
 PL0398;SPC MI C     -   151,010.    5,896,040.      MT  (+/- 180 meters Scaled)
 PL0398
 PL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ048469(NAD 83)
 PL0398
 PL0398                          SUPERSEDED SURVEY CONTROL
 PL0398
 PL0398.No superseded survey control is available for this station.
 PL0398
 PL0398_MARKER: I = METAL ROD
 PL0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0398_STAMPING: C 314 1984
 PL0398_MARK LOGO: NGS
 PL0398_PROJECTION: FLUSH
 PL0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0398+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2017
 PL0398_ROD/PIPE-DEPTH: 23.2 meters
 PL0398
 PL0398  HISTORY     - Date     Condition        Report By
 PL0398  HISTORY     - 1984     MONUMENTED       NGS
 PL0398  HISTORY     - 19971029 GOOD             USPSQD
 PL0398  HISTORY     - 20090112 GOOD             MIDT
 PL0398  HISTORY     - 20171107 GOOD             INDIV
 PL0398
 PL0398                          STATION DESCRIPTION
 PL0398
 PL0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0398'1.7 KM (1.1 MI) WEST FROM CHUMS CORNER.
 PL0398'1.76 KM (1.15 MI) WEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF M 37
 PL0398'AT CHUMS CORNER, AT A GRAVEL ROAD LEADING WEST, ALSO 1.44 KM (0.9 MI)
 PL0398'EAST OF A T-JUNCTION OF U.S. HIGHWAY 31 AND STATE STREET LEADING SOUTH
 PL0398'IN GRAWN, 23.10 METERS (75.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 PL0398'HIGHWAY, 24.68 METERS (81.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A
 PL0398'GRAVEL ROAD LEADING WEST, AND 0.60 METERS (2.0 FT) SOUTHWEST OF A
 PL0398'POWERLINE POLE NUMBERED CN1/37/3.
 PL0398'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 PL0398'THE MARK IS 1.5 M ABOVE CENTERLINE OF HIGHWAY.
 PL0398
 PL0398                          STATION RECOVERY (1997)
 PL0398
 PL0398'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0398'RECOVERED IN GOOD CONDITION.
 PL0398
 PL0398                          STATION RECOVERY (2009)
 PL0398
 PL0398'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (JGC)
 PL0398'RECOVERED IN GOOD CONDITION.
 PL0398
 PL0398                          STATION RECOVERY (2017)
 PL0398
 PL0398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (AJM)
 PL0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0291 ***********************************************************************
 OL0291  DESIGNATION -  C 315
 OL0291  PID         -  OL0291
 OL0291  STATE/COUNTY-  MI/MASON
 OL0291  COUNTRY     -  US
 OL0291  USGS QUAD   -  SCOTTVILLE (2017)
 OL0291
 OL0291                         *CURRENT SURVEY CONTROL
 OL0291  ______________________________________________________________________
 OL0291* NAD 83(1986) POSITION- 43 57 17.47   (N) 086 17 53.70   (W)   HD_HELD1
 OL0291* NAVD 88 ORTHO HEIGHT -   210.489 (meters)      690.58  (feet) ADJUSTED
 OL0291  ______________________________________________________________________
 OL0291  GEOID HEIGHT    -        -35.076 (meters)                     GEOID18
 OL0291  DYNAMIC HEIGHT  -        210.453 (meters)      690.46  (feet) COMP
 OL0291  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OL0291
 OL0291  VERT ORDER      -  FIRST     CLASS II
 OL0291
 OL0291.The horizontal coordinates were determined by differentially corrected
 OL0291.hand held GPS observations or other comparable positioning techniques
 OL0291.and have an estimated accuracy of +/- 3 meters.
 OL0291
 OL0291.The orthometric height was determined by differential leveling and
 OL0291.adjusted by the NATIONAL GEODETIC SURVEY
 OL0291.in June 1991.
 OL0291
 OL0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0291.GEOID18 height accuracy estimate available here.
 OL0291
 OL0291.Click photographs - Photos may exist for this station.
 OL0291
 OL0291.The dynamic height is computed by dividing the NAVD 88
 OL0291.geopotential number by the normal gravity value computed on the
 OL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0291.degrees latitude (g = 980.6199 gals.).
 OL0291
 OL0291.The modeled gravity was interpolated from observed gravity values.
 OL0291
 OL0291;                    North         East    Units  Estimated Accuracy
 OL0291;SPC MI C     -    72,764.4   5,844,962.9     MT  (+/- 3 meters HH1 GPS) 
 OL0291
 OL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5630467097(NAD 83)
 OL0291
 OL0291                          SUPERSEDED SURVEY CONTROL
 OL0291
 OL0291.No superseded survey control is available for this station.
 OL0291
 OL0291_MARKER: F = FLANGE-ENCASED ROD
 OL0291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0291_STAMPING: C 315 1984
 OL0291_MARK LOGO: NGS
 OL0291_PROJECTION: FLUSH
 OL0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0291+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 OL0291_ROD/PIPE-DEPTH: 18.3 meters
 OL0291
 OL0291  HISTORY     - Date     Condition        Report By
 OL0291  HISTORY     - 1984     MONUMENTED       NGS
 OL0291  HISTORY     - 19950909 GOOD             USPSQD
 OL0291  HISTORY     - 19961024 GOOD             USPSQD
 OL0291  HISTORY     - 20010815 GOOD             NGS
 OL0291  HISTORY     - 20040423 GOOD             USPSQD
 OL0291  HISTORY     - 20221005 GOOD             MODT
 OL0291  HISTORY     - 20230628 GOOD             MIDT
 OL0291
 OL0291                          STATION DESCRIPTION
 OL0291
 OL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0291'1.9 KM (1.2 MI) WEST FROM SCOTTVILLE.
 OL0291'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0291'SCOTTVILLE, THENCE 1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 10 AT THE
 OL0291'OUR SAVIOUR LUTHERAN CHURCH AND SET IN THE NORTH LAWN IN FRONT OF THE
 OL0291'STONE WALL CHURCH SIGN, 37.03 METERS (121.5 FT) SOUTH OF THE
 OL0291'CENTERLINE OF THE HIGHWAY, 52.57 METERS (172.5 FT) EAST OF THE CENTER
 OL0291'OF THE WEST DRIVEWAY ENTRANCE TO THE CHURCH, 50.17 METERS (164.6 FT)
 OL0291'NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 41.14 METERS
 OL0291'(135.0 FT) NORTH OF THE MAIN ENTRANCE OF THE CHURCH, 1.76 METERS
 OL0291'(5.8 FT) EAST-NORTHEAST OF THE WEST END OF THE STONE WALL SUPPORTING
 OL0291'THE CHURCH SIGN, 1.70 METERS (5.6 FT) WEST-NORTHWEST OF THE EAST END
 OL0291'OF THE STONE WALL AND 0.7 METER (2.6 FT) NORTH OF THE NORTH FACE OF
 OL0291'THE STONE WALL.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 OL0291'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 OL0291'THE MARK IS 0.60 M ABOVE HIGHWAY.
 OL0291
 OL0291                          STATION RECOVERY (1995)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (1996)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (2001)
 OL0291
 OL0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0291'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0291
 OL0291                          STATION RECOVERY (2004)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (2022)
 OL0291
 OL0291'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2022 (DS)
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (2023)
 OL0291
 OL0291'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0291'MARK IS LOCATED WITHIN THE TRIANGLE SHAPED SIGNAGE FOR OUR SAVIOR
 OL0291'LUTHERAN CHURCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0335 ***********************************************************************
 OL0335  DESIGNATION -  C 316
 OL0335  PID         -  OL0335
 OL0335  STATE/COUNTY-  MI/OCEANA
 OL0335  COUNTRY     -  US
 OL0335  USGS QUAD   -  SHELBY (2017)
 OL0335
 OL0335                         *CURRENT SURVEY CONTROL
 OL0335  ______________________________________________________________________
 OL0335* NAD 83(1986) POSITION- 43 36 07.58   (N) 086 22 09.93   (W)   HD_HELD1
 OL0335* NAVD 88 ORTHO HEIGHT -   239.776 (meters)      786.67  (feet) ADJUSTED
 OL0335  ______________________________________________________________________
 OL0335  GEOID HEIGHT    -        -34.554 (meters)                     GEOID18
 OL0335  DYNAMIC HEIGHT  -        239.729 (meters)      786.51  (feet) COMP
 OL0335  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 OL0335
 OL0335  VERT ORDER      -  FIRST     CLASS II
 OL0335
 OL0335.The horizontal coordinates were determined by differentially corrected
 OL0335.hand held GPS observations or other comparable positioning techniques
 OL0335.and have an estimated accuracy of +/- 3 meters.
 OL0335
 OL0335.The orthometric height was determined by differential leveling and
 OL0335.adjusted by the NATIONAL GEODETIC SURVEY
 OL0335.in June 1991.
 OL0335
 OL0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0335.GEOID18 height accuracy estimate available here.
 OL0335
 OL0335.Click photographs - Photos may exist for this station.
 OL0335
 OL0335.The dynamic height is computed by dividing the NAVD 88
 OL0335.geopotential number by the normal gravity value computed on the
 OL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0335.degrees latitude (g = 980.6199 gals.).
 OL0335
 OL0335.The modeled gravity was interpolated from observed gravity values.
 OL0335
 OL0335;                    North         East    Units  Estimated Accuracy
 OL0335;SPC MI S     -   235,428.6   3,838,314.4     MT  (+/- 3 meters HH1 GPS) 
 OL0335
 OL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5089227874(NAD 83)
 OL0335
 OL0335                          SUPERSEDED SURVEY CONTROL
 OL0335
 OL0335.No superseded survey control is available for this station.
 OL0335
 OL0335_MARKER: F = FLANGE-ENCASED ROD
 OL0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0335_STAMPING: C 316 1984
 OL0335_MARK LOGO: NGS
 OL0335_PROJECTION: RECESSED 10 CENTIMETERS
 OL0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0335+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2021
 OL0335_ROD/PIPE-DEPTH: 20.7 meters
 OL0335
 OL0335  HISTORY     - Date     Condition        Report By
 OL0335  HISTORY     - 1984     MONUMENTED       NGS
 OL0335  HISTORY     - 19940820 GOOD             USPSQD
 OL0335  HISTORY     - 20010928 GOOD             USPSQD
 OL0335  HISTORY     - 20041014 GOOD             USPSQD
 OL0335  HISTORY     - 20060725 GOOD             INDIV
 OL0335  HISTORY     - 20070903 GOOD             GEOCAC
 OL0335  HISTORY     - 20200811 GOOD             MIDT
 OL0335  HISTORY     - 20210810 GOOD             MIDT
 OL0335
 OL0335                          STATION DESCRIPTION
 OL0335
 OL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0335'0.8 KM (0.5 MI) SOUTH FROM SHELBY.
 OL0335'0.8 KM (0.5 MI) SOUTH ALONG STATE STREET (OCEANA HIGHWAY) FROM A FIVE
 OL0335'POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND STATE
 OL0335'STREET IN SHELBY, AT AN OLD RAILROAD BED CROSSING, 0.1 KM (0.05 MI)
 OL0335'NORTHEAST OF KELLY ROAD, 7.25 METERS (23.8 FT) WEST-NORTHWEST OF THE
 OL0335'CENTERLINE OF STATE STREET, 23.65 METERS (77.6 FT) NORTH AND ACROSS
 OL0335'THE HIGHWAY FROM A POWERLINE POLE, 5.33 METERS (17.5 FT) EAST OF THE
 OL0335'CENTER OF THE OLD RAILROAD BED, 0.57 METERS (1.9 FT) WEST OF A
 OL0335'TELEPHONE WITH A GUY WIRE ANCHORED TO THE TOP OF A RAILROAD RAIL, AND
 OL0335'0.67 METERS (2.2 FT) SOUTHEAST OF THE RAILROAD RAIL PROJECTING
 OL0335'0.88 METERS (2.9 FT).  NOTE, DRIVING RATE EXCEEDED AND ANCHORED.
 OL0335'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 OL0335'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0335
 OL0335                          STATION RECOVERY (1994)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2001)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2004)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2006)
 OL0335
 OL0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDG)
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2007)
 OL0335
 OL0335'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2020)
 OL0335
 OL0335'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OL0335'THE MARK IS 29 FT (8.8 M) EAST OF THE CENTER OF HART MONTAGUE TRAIL, 2
 OL0335'FT (0.6 M) WEST OF A POWER LINE POLE WITH A LINE CROSSING STATE ST.,
 OL0335'22 FT (6.7 M) WEST OF THE CENTERLINE OF STATE ST, 62 FT (18.9 M) NORTH
 OL0335'OF THE INTERSECTION OF HART MONTAGUE TRAIL AND STATE ST. AND 1 FT (0.3
 OL0335'M) SOUTH OF A WITNESS POST.  ACCESS COVER HINGE BROKEN BUT IN PLACE.
 OL0335
 OL0335                          STATION RECOVERY (2021)
 OL0335
 OL0335'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 OL0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0368 ***********************************************************************
 OL0368  DESIGNATION -  C 317
 OL0368  PID         -  OL0368
 OL0368  STATE/COUNTY-  MI/MUSKEGON
 OL0368  COUNTRY     -  US
 OL0368  USGS QUAD   -  MUSKEGON WEST (2017)
 OL0368
 OL0368                         *CURRENT SURVEY CONTROL
 OL0368  ______________________________________________________________________
 OL0368* NAD 83(1986) POSITION- 43 12 38.     (N) 086 15 15.     (W)   SCALED
 OL0368* NAVD 88 ORTHO HEIGHT -   190.185 (meters)      623.97  (feet) ADJUSTED
 OL0368  ______________________________________________________________________
 OL0368  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 OL0368  DYNAMIC HEIGHT  -        190.144 (meters)      623.83  (feet) COMP
 OL0368  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 OL0368
 OL0368  VERT ORDER      -  FIRST     CLASS II
 OL0368
 OL0368.The horizontal coordinates were scaled from a map and have
 OL0368.an estimated accuracy of +/- 6 seconds.
 OL0368
 OL0368.The orthometric height was determined by differential leveling and
 OL0368.adjusted by the NATIONAL GEODETIC SURVEY
 OL0368.in June 1991.
 OL0368
 OL0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0368.GEOID18 height accuracy estimate available here.
 OL0368
 OL0368.Click photographs - Photos may exist for this station.
 OL0368
 OL0368.The dynamic height is computed by dividing the NAVD 88
 OL0368.geopotential number by the normal gravity value computed on the
 OL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0368.degrees latitude (g = 980.6199 gals.).
 OL0368
 OL0368.The modeled gravity was interpolated from observed gravity values.
 OL0368
 OL0368;                    North         East    Units  Estimated Accuracy
 OL0368;SPC MI S     -   191,730.    3,846,640.      MT  (+/- 180 meters Scaled)
 OL0368
 OL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN605844(NAD 83)
 OL0368
 OL0368                          SUPERSEDED SURVEY CONTROL
 OL0368
 OL0368.No superseded survey control is available for this station.
 OL0368
 OL0368_MARKER: F = FLANGE-ENCASED ROD
 OL0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0368_STAMPING: C 317 1984
 OL0368_MARK LOGO: NGS
 OL0368_PROJECTION: FLUSH
 OL0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0368+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 OL0368_ROD/PIPE-DEPTH: 15.8 meters
 OL0368
 OL0368  HISTORY     - Date     Condition        Report By
 OL0368  HISTORY     - 1984     MONUMENTED       NGS
 OL0368  HISTORY     - 19940802 GOOD             USPSQD
 OL0368  HISTORY     - 20120906 GOOD             MIDT
 OL0368  HISTORY     - 20140620 GOOD             NGS
 OL0368  HISTORY     - 20170619 GOOD             USACE
 OL0368
 OL0368                          STATION DESCRIPTION
 OL0368
 OL0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0368'IN MUSKEGON HEIGHTS.
 OL0368'IN MUSKEGON HEIGHTS, LOCATED AT THE NORTHEAST CORNER OF THE
 OL0368'INTERSECTION OF PARK STREET AND WEST BARNEY AVENUE, AT THE BEHLER
 OL0368'YOUNG COMPANY, AT 2240 PARK STREET, 7.22 METERS (23.7 FT) EAST OF THE
 OL0368'CENTER OF PARK STREET, 18.44 METERS (60.5 FT) NORTH OF THE CENTER OF
 OL0368'WEST BARNEY AVENUE, 10.05 METERS (33.0 FT) NORTHEAST OF THE NORTHEAST
 OL0368'RAIL OF THE CHESAPEAKE AND OHIO RAILROAD, 5.39 METERS (17.7 FT)
 OL0368'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BEHLER YOUNG COMPANY (BRICK
 OL0368'BUILDING), 1.82 METERS (6.0 FT) SOUTH OF THE SOUTH ONE OF TWO GUY WIRE
 OL0368'ANCHORS, AND 0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE.  NOTE,
 OL0368'DRIVING RATE MET AND ANCHORED.
 OL0368'THE MARK IS 1.95 METERS  S FROM A WITNESS POST.
 OL0368'THE MARK IS ABOVE LEVEL WITH PARK STREET.
 OL0368
 OL0368                          STATION RECOVERY (1994)
 OL0368
 OL0368'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0368'RECOVERED IN GOOD CONDITION.
 OL0368
 OL0368                          STATION RECOVERY (2012)
 OL0368
 OL0368'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JGB)
 OL0368'RECOVERED IN GOOD CONDITION.
 OL0368
 OL0368                          STATION RECOVERY (2014)
 OL0368
 OL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2014 (JDR)
 OL0368'RECOVERED AS DESCRIBED.
 OL0368
 OL0368                          STATION RECOVERY (2017)
 OL0368
 OL0368'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 OL0368'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0243 ***********************************************************************
 PM0243  DESIGNATION -  C 318
 PM0243  PID         -  PM0243
 PM0243  STATE/COUNTY-  MI/MANISTEE
 PM0243  COUNTRY     -  US
 PM0243  USGS QUAD   -  PLEASANTON (2017)
 PM0243
 PM0243                         *CURRENT SURVEY CONTROL
 PM0243  ______________________________________________________________________
 PM0243* NAD 83(1986) POSITION- 44 22 31.     (N) 086 00 28.     (W)   SCALED
 PM0243* NAVD 88 ORTHO HEIGHT -   227.372 (meters)      745.97  (feet) ADJUSTED
 PM0243  ______________________________________________________________________
 PM0243  GEOID HEIGHT    -        -34.770 (meters)                     GEOID18
 PM0243  DYNAMIC HEIGHT  -        227.343 (meters)      745.87  (feet) COMP
 PM0243  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 PM0243  OBS GRAVITY     -    980,486.1   (mgal)                       GRAV_OBS
 PM0243
 PM0243  VERT ORDER      -  FIRST     CLASS II
 PM0243
 PM0243.The horizontal coordinates were scaled from a map and have
 PM0243.an estimated accuracy of +/- 6 seconds.
 PM0243
 PM0243.The orthometric height was determined by differential leveling and
 PM0243.adjusted by the NATIONAL GEODETIC SURVEY
 PM0243.in June 1991.
 PM0243
 PM0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0243.GEOID18 height accuracy estimate available here.
 PM0243
 PM0243.Click photographs - Photos may exist for this station.
 PM0243
 PM0243.The dynamic height is computed by dividing the NAVD 88
 PM0243.geopotential number by the normal gravity value computed on the
 PM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0243.degrees latitude (g = 980.6199 gals.).
 PM0243
 PM0243.The modeled gravity was interpolated from observed gravity values.
 PM0243
 PM0243.The observed gravity was obtained from relative gravimeter ties
 PM0243.to the IGSN71 gravity network.
 PM0243
 PM0243;                    North         East    Units  Estimated Accuracy
 PM0243;SPC MI C     -   118,960.    5,869,220.      MT  (+/- 180 meters Scaled)
 PM0243
 PM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ790140(NAD 83)
 PM0243
 PM0243                          SUPERSEDED SURVEY CONTROL
 PM0243
 PM0243.No superseded survey control is available for this station.
 PM0243
 PM0243_MARKER: I = METAL ROD
 PM0243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0243_STAMPING: C 318 1984
 PM0243_MARK LOGO: NGS
 PM0243_PROJECTION: RECESSED 5 CENTIMETERS
 PM0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0243+STABILITY: POSITION/ELEVATION WELL
 PM0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0243+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0243_ROD/PIPE-DEPTH: 20.7 meters
 PM0243_SLEEVE-DEPTH  : 3.0 meters
 PM0243
 PM0243  HISTORY     - Date     Condition        Report By
 PM0243  HISTORY     - 1984     MONUMENTED       NGS
 PM0243  HISTORY     - 19961001 GOOD             USPSQD
 PM0243  HISTORY     - 20010331 GOOD             NGS
 PM0243  HISTORY     - 20040424 GOOD             USPSQD
 PM0243
 PM0243                          STATION DESCRIPTION
 PM0243
 PM0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0243'IN KALEVA.
 PM0243'IN KALEVA, NEAR THE JUNCTION OF KAUKO STREET AND SAMPO AVENUE, AT THE
 PM0243'SOUTHWEST CORNER OF KALEVA ELEMENTARY SCHOOL, 7.7 METERS (25.2 FT)
 PM0243'EAST OF THE EAST CURB OF KAUKO STREET, 4.3 METERS (14.2 FT) SOUTHWEST
 PM0243'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 4.0 METERS (13.2 FT)
 PM0243'EAST OF THE EAST EDGE OF THE NORTH-SOUTH STREET SIDEWALK, 1.1 METERS
 PM0243'(3.7 FT) SOUTH OF THE SOUTH EDGE OF THE EAST-WEST SIDEWALK TO THE
 PM0243'SCHOOL, 25.4 METERS (83.3 FT) SOUTH OF A FLAG POLE, AND 23.0 METERS
 PM0243'(75.5 FT) NORTHWEST OF A DOUBLE TRUNK 30-INCH OAK TREE.
 PM0243'THE MARK IS 0.31 M ABOVE STREET.
 PM0243
 PM0243                          STATION RECOVERY (1996)
 PM0243
 PM0243'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0243'RECOVERED IN GOOD CONDITION.
 PM0243
 PM0243                          STATION RECOVERY (2001)
 PM0243
 PM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0243
 PM0243                          STATION RECOVERY (2004)
 PM0243
 PM0243'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0418 ***********************************************************************
 NG0418  DESIGNATION -  C 319
 NG0418  PID         -  NG0418
 NG0418  STATE/COUNTY-  MI/ALLEGAN
 NG0418  COUNTRY     -  US
 NG0418  USGS QUAD   -  HAMILTON WEST (2017)
 NG0418
 NG0418                         *CURRENT SURVEY CONTROL
 NG0418  ______________________________________________________________________
 NG0418* NAD 83(1986) POSITION- 42 43 43.     (N) 086 05 43.     (W)   SCALED
 NG0418* NAVD 88 ORTHO HEIGHT -   207.071 (meters)      679.37  (feet) ADJUSTED
 NG0418  ______________________________________________________________________
 NG0418  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 NG0418  DYNAMIC HEIGHT  -        207.018 (meters)      679.19  (feet) COMP
 NG0418  MODELED GRAVITY -    980,363.5   (mgal)                       NAVD 88
 NG0418
 NG0418  VERT ORDER      -  FIRST     CLASS II
 NG0418
 NG0418.The horizontal coordinates were scaled from a map and have
 NG0418.an estimated accuracy of +/- 6 seconds.
 NG0418
 NG0418.The orthometric height was determined by differential leveling and
 NG0418.adjusted by the NATIONAL GEODETIC SURVEY
 NG0418.in June 1991.
 NG0418
 NG0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0418.GEOID18 height accuracy estimate available here.
 NG0418
 NG0418.Click photographs - Photos may exist for this station.
 NG0418
 NG0418.The dynamic height is computed by dividing the NAVD 88
 NG0418.geopotential number by the normal gravity value computed on the
 NG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0418.degrees latitude (g = 980.6199 gals.).
 NG0418
 NG0418.The modeled gravity was interpolated from observed gravity values.
 NG0418
 NG0418;                    North         East    Units  Estimated Accuracy
 NG0418;SPC MI S     -   137,920.    3,858,450.      MT  (+/- 180 meters Scaled)
 NG0418
 NG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN740310(NAD 83)
 NG0418
 NG0418                          SUPERSEDED SURVEY CONTROL
 NG0418
 NG0418.No superseded survey control is available for this station.
 NG0418
 NG0418_MARKER: F = FLANGE-ENCASED ROD
 NG0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0418_STAMPING: C 319 1984
 NG0418_MARK LOGO: NGS
 NG0418_PROJECTION: FLUSH
 NG0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0418+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 NG0418_ROD/PIPE-DEPTH: 12.2 meters
 NG0418
 NG0418  HISTORY     - Date     Condition        Report By
 NG0418  HISTORY     - 1984     MONUMENTED       NGS
 NG0418  HISTORY     - 1988     GOOD             USPSQD
 NG0418  HISTORY     - 20120529 MARK NOT FOUND   MIDT
 NG0418  HISTORY     - 20200929 GOOD             HEI
 NG0418
 NG0418                          STATION DESCRIPTION
 NG0418
 NG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0418'6.8 KM (4.2 MI) SOUTH FROM HOLLAND.
 NG0418'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0418'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0418'STREET, THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE
 NG0418'1.2 KM (0.75 MI) SOUTH ALONG 56TH STREET, AT 143RD AVENUE LEADING
 NG0418'EAST, SET BY A POWERLINE POLE ON THE PROPERTY OF VERN ESKES,
 NG0418'38.25 METERS (125.5 FT) SOUTH OF THE CENTER OF 143RD AVENUE,
 NG0418'22.18 METERS (72.8 FT) EAST OF THE CENTERLINE OF 56TH STREET,
 NG0418'31.39 METERS (103.0 FT) SOUTH-SOUTHEAST OF A METAL POST WITH A
 NG0418'TELEPHONE CABLE ROUTE SIGN ATTACHED, AND 0.54 METERS (1.8 FT) NORTH OF
 NG0418'A POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 NG0418'THE MARK IS 0.54 METERS  NNE FROM A WITNESS POST.
 NG0418'THE MARK IS ABOVE LEVEL WITH 56TH STREET.
 NG0418
 NG0418                          STATION RECOVERY (1988)
 NG0418
 NG0418'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0418'RECOVERED IN GOOD CONDITION.
 NG0418
 NG0418                          STATION RECOVERY (2012)
 NG0418
 NG0418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0418'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
 NG0418
 NG0418                          STATION RECOVERY (2020)
 NG0418
 NG0418'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (KB)
 NG0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0415 ***********************************************************************
 NE0415  DESIGNATION -  C 32
 NE0415  PID         -  NE0415
 NE0415  STATE/COUNTY-  MI/OAKLAND
 NE0415  COUNTRY     -  US
 NE0415  USGS QUAD   -  ROCHESTER (2017)
 NE0415
 NE0415                         *CURRENT SURVEY CONTROL
 NE0415  ______________________________________________________________________
 NE0415* NAD 83(1986) POSITION- 42 41 03.     (N) 083 08 02.     (W)   SCALED
 NE0415* NAVD 88 ORTHO HEIGHT -   228.111 (meters)      748.39  (feet) ADJUSTED
 NE0415  ______________________________________________________________________
 NE0415  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 NE0415  DYNAMIC HEIGHT  -        228.042 (meters)      748.17  (feet) COMP
 NE0415  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 NE0415
 NE0415  VERT ORDER      -  FIRST     CLASS II
 NE0415
 NE0415.The horizontal coordinates were scaled from a map and have
 NE0415.an estimated accuracy of +/- 6 seconds.
 NE0415
 NE0415.The orthometric height was determined by differential leveling and
 NE0415.adjusted by the NATIONAL GEODETIC SURVEY
 NE0415.in June 1991.
 NE0415
 NE0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0415.GEOID18 height accuracy estimate available here.
 NE0415
 NE0415.Click photographs - Photos may exist for this station.
 NE0415
 NE0415.The dynamic height is computed by dividing the NAVD 88
 NE0415.geopotential number by the normal gravity value computed on the
 NE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0415.degrees latitude (g = 980.6199 gals.).
 NE0415
 NE0415.The modeled gravity was interpolated from observed gravity values.
 NE0415
 NE0415;                    North         East    Units  Estimated Accuracy
 NE0415;SPC MI S     -   132,270.    4,101,020.      MT  (+/- 180 meters Scaled)
 NE0415
 NE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251279(NAD 83)
 NE0415
 NE0415                          SUPERSEDED SURVEY CONTROL
 NE0415
 NE0415  NGVD 29 (??/??/92)  228.243  (m)          748.83   (f) ADJ UNCH    1 2
 NE0415
 NE0415.Superseded values are not recommended for survey control.
 NE0415
 NE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0415.See file dsdata.pdf to determine how the superseded data were derived.
 NE0415
 NE0415_MARKER: DB = BENCH MARK DISK
 NE0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0415_SP_SET: BRIDGE
 NE0415_STAMPING: 748.827 C 32 1930
 NE0415_MARK LOGO: CGS
 NE0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0415
 NE0415  HISTORY     - Date     Condition        Report By
 NE0415  HISTORY     - 1930     MONUMENTED       CGS
 NE0415  HISTORY     - 1938     GOOD             CGS
 NE0415  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0415  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0415
 NE0415                          STATION DESCRIPTION
 NE0415
 NE0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0415'AT ROCHESTER.
 NE0415'AT ROCHESTER, OAKLAND COUNTY, 50 YARDS NORTH OF THE MICHIGAN
 NE0415'CENTRAL RAILROAD, AT A HIGHWAY BRIDGE (MAIN STREET) OVER CLINTON
 NE0415'RIVER, AND IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL.  A
 NE0415'STANDARD DISK, STAMPED 748.827 C 32 1930.
 NE0415
 NE0415                          STATION RECOVERY (1994)
 NE0415
 NE0415'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFS)
 NE0415'MARK NOT FOUND.
 NE0415
 NE0415                          STATION RECOVERY (1999)
 NE0415
 NE0415'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0276 ***********************************************************************
 PM0276  DESIGNATION -  C 320
 PM0276  PID         -  PM0276
 PM0276  STATE/COUNTY-  MI/MASON
 PM0276  COUNTRY     -  US
 PM0276  USGS QUAD   -  MANISTEE (2017)
 PM0276
 PM0276                         *CURRENT SURVEY CONTROL
 PM0276  ______________________________________________________________________
 PM0276* NAD 83(2011) POSITION- 44 09 13.71786(N) 086 16 46.12298(W)   ADJUSTED
 PM0276* NAD 83(2011) ELLIP HT-   170.040 (meters)        (06/27/12)   ADJUSTED
 PM0276* NAD 83(2011) EPOCH   -  2010.00
 PM0276* NAVD 88 ORTHO HEIGHT -   205.091 (meters)      672.87  (feet) ADJUSTED
 PM0276  ______________________________________________________________________
 PM0276  GEOID HEIGHT    -        -35.052 (meters)                     GEOID18
 PM0276  NAD 83(2011) X  -    297,435.664 (meters)                     COMP
 PM0276  NAD 83(2011) Y  - -4,574,049.396 (meters)                     COMP
 PM0276  NAD 83(2011) Z  -  4,420,487.960 (meters)                     COMP
 PM0276  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 PM0276  DYNAMIC HEIGHT  -        205.061 (meters)      672.77  (feet) COMP
 PM0276  MODELED GRAVITY -    980,470.6   (mgal)                       NAVD 88
 PM0276
 PM0276  VERT ORDER      -  FIRST     CLASS II
 PM0276
 PM0276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0276  Standards:
 PM0276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0276  -------------------------------------------------------------------
 PM0276  NETWORK    1.25   2.41           0.55   0.46   1.23     -0.12569239
 PM0276  -------------------------------------------------------------------
 PM0276  Click here for local accuracies and other accuracy information.
 PM0276
 PM0276.The horizontal coordinates were established by GPS observations
 PM0276.and adjusted by the National Geodetic Survey in June 2012.
 PM0276
 PM0276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0276.been affixed to the stable North American tectonic plate. See 
 PM0276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0276
 PM0276.The horizontal coordinates are valid at the epoch date displayed above
 PM0276.which is a decimal equivalence of Year/Month/Day.
 PM0276
 PM0276.The orthometric height was determined by differential leveling and
 PM0276.adjusted by the NATIONAL GEODETIC SURVEY
 PM0276.in June 1991.
 PM0276
 PM0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0276.GEOID18 height accuracy estimate available here.
 PM0276
 PM0276.Click photographs - Photos may exist for this station.
 PM0276
 PM0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0276
 PM0276.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0276
 PM0276.The ellipsoidal height was determined by GPS observations
 PM0276.and is referenced to NAD 83.
 PM0276
 PM0276.The dynamic height is computed by dividing the NAVD 88
 PM0276.geopotential number by the normal gravity value computed on the
 PM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0276.degrees latitude (g = 980.6199 gals.).
 PM0276
 PM0276.The modeled gravity was interpolated from observed gravity values.
 PM0276
 PM0276. The following values were computed from the NAD 83(2011) position.
 PM0276
 PM0276;                    North         East     Units Scale Factor Converg.
 PM0276;SPC MI C     -    94,830.076 5,846,990.662   MT  1.00000690   -1 21 04.4
 PM0276;SPC MI C     -   311,122.30 19,183,040.23   iFT  1.00000690   -1 21 04.4
 PM0276;UTM  16      - 4,889,208.837   557,617.766   MT  0.99964083   +0 30 06.9
 PM0276
 PM0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0276!SPC MI C     -   0.99997334  x   1.00000690  =   0.99998024
 PM0276!UTM  16      -   0.99997334  x   0.99964083  =   0.99961418
 PM0276
 PM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5761789208(NAD 83)
 PM0276
 PM0276                          SUPERSEDED SURVEY CONTROL
 PM0276
 PM0276  NAD 83(2007)-  44 09 13.71815(N)    086 16 46.12433(W) AD(2002.00) 0
 PM0276  ELLIP H (02/10/07)  170.055  (m)                       GP(2002.00)    
 PM0276  ELLIP H (07/17/02)  170.069  (m)                       GP(       ) 4 1
 PM0276  NAD 83(1994)-  44 09 13.71781(N)    086 16 46.12366(W) AD(       ) 1
 PM0276  ELLIP H (02/03/97)  170.113  (m)                       GP(       ) 4 1
 PM0276  NAD 83(1986)-  44 09 13.72288(N)    086 16 46.12501(W) AD(       ) 1
 PM0276  NAVD 88             205.09   (m)          672.9    (f) LEVELING    3  
 PM0276  NGVD 29             205.20   (m)          673.2    (f) LEVELING    3  
 PM0276
 PM0276.Superseded values are not recommended for survey control.
 PM0276
 PM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0276.See file dsdata.pdf to determine how the superseded data were derived.
 PM0276
 PM0276_MARKER: F = FLANGE-ENCASED ROD
 PM0276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0276_STAMPING: C 320 1984
 PM0276_MARK LOGO: NGS
 PM0276_PROJECTION: FLUSH
 PM0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0276+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 PM0276_ROD/PIPE-DEPTH: 24.4 meters
 PM0276
 PM0276  HISTORY     - Date     Condition        Report By
 PM0276  HISTORY     - 1984     MONUMENTED       NGS
 PM0276  HISTORY     - 19910530 GOOD             USFS
 PM0276  HISTORY     - 19930622 GOOD             NOS
 PM0276  HISTORY     - 20010815 GOOD             NGS
 PM0276  HISTORY     - 20031004 GOOD             JCLS
 PM0276  HISTORY     - 20200819 GOOD             MIDT
 PM0276  HISTORY     - 20250811 GOOD             MIDT
 PM0276
 PM0276                          STATION DESCRIPTION
 PM0276
 PM0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0276'11.9 KM (7.4 MI) SOUTH FROM MANISTEE.
 PM0276'THE MARK IS ABOVE LEVEL WITH BUDDE ROAD.
 PM0276'11.8 KM (7.35 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST
 PM0276'OFFICE IN MANISTEE, THENCE 0.08 KM (0.05 MI) NORTH ALONG BUDDE ROAD,
 PM0276'SET BETWEEN TWO WITNESS POSTS, 35.0 METERS (114.9 FT) EAST OF THE
 PM0276'CENTERLINE OF HIGHWAY 31, 7.0 METERS (23.0 FT) EAST OF THE APPROXIMATE
 PM0276'CENTER OF THE GRAVEL ROAD (BUDDE ROAD), 0.45 METERS (1.5 FT) WEST OF A
 PM0276'FENCE LINE, 1.5 METERS (5.0 FT) SOUTH OF A POWERLINE POLE WITH A GUY
 PM0276'WIRE ATTACHED, 42.3 METERS (138.8 FT) NORTH OF A TELEPHONE JUNCTION
 PM0276'BOX, AND 44.0 METERS (144.4 FT) NORTH OF A CORNER FENCE POST.  NOTE,
 PM0276'ROD DRIVING RATE MET.
 PM0276'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 PM0276
 PM0276                          STATION RECOVERY (1991)
 PM0276
 PM0276'RECOVERY NOTE BY US FOREST SERVICE 1991
 PM0276'1984 DESCRIPTION - 7.35 MI (11.83 KM) SOUTH-SOUTHEAST ALONG US-31 FROM
 PM0276'THE POST OFFICE IN MANISTEE, THENCE 0.05 MI (0.08 KM) NORTH ALONG
 PM0276'BUDDE ROAD, SET BETWEEN TWO WITNESS POSTS, 114.9 FT (35.0 M) EAST OF
 PM0276'THE CENTERLINE OF HWY 31, 23.0 FT (7.0 M) EAST OF THE APPROXIMATE
 PM0276'CENTER OF THE GRAVEL ROAD (BUDDE ROAD), 1.5 FT (0.5 M) WEST OF A FENCE
 PM0276'LINE, 5.0 FT (1.5 M) SOUTH OF A POWERLINE POLE WITH A GUY WIRE
 PM0276'ATTACHED, 138.8 FT (42.3 M) NORTH OF A TELEPHONE JUNCTION BOX, AND
 PM0276'144.4 FT (44.0 M) NORTH OF A CORNER FENCE POST. NOTE, ROD DRIVING RATE
 PM0276'MET. A STAINLESS STEEL ROD SET TO THE DEPTH OF 24.4 M (80.1 FT)
 PM0276'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH BUDDE ROAD.
 PM0276'0.61 M (2.00 FT) NORTHWEST FROM A WITNESS POST.
 PM0276'ADDITIONAL INFORMATION - 1991
 PM0276'FIBERGLASS POSTS ON NORTH AND SOUTH SIDE OF
 PM0276'STATION, 3 FT (0.9 M) NORTH OF THE NORTH EDGE OF A GRAVEL DRIVEWAY,
 PM0276'MAP POSITION IS APPROXIMATELY 250 FT (76.2 M) NORTH OF THE SOUTHWEST
 PM0276'CORNER OF SECTION 6 T20N R16W. STATION CONSISTS OF A STAINLESS STEEL
 PM0276'ROD PARTIALLY ENCASED IN A PVC SLEEVE WHICH IS SURROUNDED BY A MASS OF
 PM0276'CONCRETE, WITH A HINGED ALUMINUM DOOR TO ACCESS THE MARK.
 PM0276
 PM0276                          STATION RECOVERY (1993)
 PM0276
 PM0276'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 PM0276'RECOVERED IN GOOD CONDITION.
 PM0276
 PM0276                          STATION RECOVERY (2001)
 PM0276
 PM0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0276'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0276
 PM0276                          STATION RECOVERY (2003)
 PM0276
 PM0276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PM0276'RECOVERED IN GOOD CONDITION.
 PM0276
 PM0276                          STATION RECOVERY (2020)
 PM0276
 PM0276'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 PM0276'RECOVERED IN GOOD CONDITION.
 PM0276
 PM0276                          STATION RECOVERY (2025)
 PM0276
 PM0276'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PM0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0242 ***********************************************************************
 PM0242  DESIGNATION -  C 321
 PM0242  PID         -  PM0242
 PM0242  STATE/COUNTY-  MI/MANISTEE
 PM0242  COUNTRY     -  US
 PM0242  USGS QUAD   -  PLEASANTON (2017)
 PM0242
 PM0242                         *CURRENT SURVEY CONTROL
 PM0242  ______________________________________________________________________
 PM0242* NAD 83(1986) POSITION- 44 23 05.     (N) 086 00 26.     (W)   SCALED
 PM0242* NAVD 88 ORTHO HEIGHT -   227.658 (meters)      746.91  (feet) ADJUSTED
 PM0242  ______________________________________________________________________
 PM0242  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 PM0242  DYNAMIC HEIGHT  -        227.629 (meters)      746.81  (feet) COMP
 PM0242  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 PM0242
 PM0242  VERT ORDER      -  FIRST     CLASS II
 PM0242
 PM0242.The horizontal coordinates were scaled from a map and have
 PM0242.an estimated accuracy of +/- 6 seconds.
 PM0242
 PM0242.The orthometric height was determined by differential leveling and
 PM0242.adjusted by the NATIONAL GEODETIC SURVEY
 PM0242.in June 1991.
 PM0242
 PM0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0242.GEOID18 height accuracy estimate available here.
 PM0242
 PM0242.Click photographs - Photos may exist for this station.
 PM0242
 PM0242.The dynamic height is computed by dividing the NAVD 88
 PM0242.geopotential number by the normal gravity value computed on the
 PM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0242.degrees latitude (g = 980.6199 gals.).
 PM0242
 PM0242.The modeled gravity was interpolated from observed gravity values.
 PM0242
 PM0242;                    North         East    Units  Estimated Accuracy
 PM0242;SPC MI C     -   120,010.    5,869,290.      MT  (+/- 180 meters Scaled)
 PM0242
 PM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ790150(NAD 83)
 PM0242
 PM0242                          SUPERSEDED SURVEY CONTROL
 PM0242
 PM0242.No superseded survey control is available for this station.
 PM0242
 PM0242_MARKER: I = METAL ROD
 PM0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0242_STAMPING: C 321 1984
 PM0242_MARK LOGO: NGS
 PM0242_PROJECTION: FLUSH
 PM0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0242+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0242_ROD/PIPE-DEPTH: 28.0 meters
 PM0242
 PM0242  HISTORY     - Date     Condition        Report By
 PM0242  HISTORY     - 1984     MONUMENTED       NGS
 PM0242  HISTORY     - 20010331 GOOD             NGS
 PM0242  HISTORY     - 20040424 GOOD             USPSQD
 PM0242
 PM0242                          STATION DESCRIPTION
 PM0242
 PM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0242'1.36 KM (0.85 MI) NE FROM KALEVA.
 PM0242'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0242'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMS AND COUNTY ROAD 669,
 PM0242'THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVEL ROAD TO A SHARP CURVE
 PM0242'LEADING EAST, 11.3 METERS (37.0 FT) NORTH OF THE CENTERLINE OF THE
 PM0242'HIGHWAY, AND 36.6 METERS (120.0 FT) EAST OF THE CENTER OF THE GRAVEL
 PM0242'ROAD FROM THE SHARP CURVE.
 PM0242'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0242'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PM0242
 PM0242                          STATION RECOVERY (2001)
 PM0242
 PM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0242'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0242
 PM0242                          STATION RECOVERY (2004)
 PM0242
 PM0242'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0242'.7 MI FROM WUOSI ST. TO GRAVEL ROAD, CTY ROAD 669 - .1 MI EAST OF 669
 PM0242'
 PM0242'.1 NILE EAST OF 669
 PM0242'N IS 44 DEGREES 23 MINUTES.02.6 WITH GPD (WAAS)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0435 ***********************************************************************
 NG0435  DESIGNATION -  C 322
 NG0435  PID         -  NG0435
 NG0435  STATE/COUNTY-  MI/ALLEGAN
 NG0435  COUNTRY     -  US
 NG0435  USGS QUAD   -  PULLMAN (2017)
 NG0435
 NG0435                         *CURRENT SURVEY CONTROL
 NG0435  ______________________________________________________________________
 NG0435* NAD 83(1986) POSITION- 42 25 24.52   (N) 086 05 23.98   (W)   HD_HELD1
 NG0435* NAVD 88 ORTHO HEIGHT -   207.880 (meters)      682.02  (feet) ADJUSTED
 NG0435  ______________________________________________________________________
 NG0435  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 NG0435  DYNAMIC HEIGHT  -        207.822 (meters)      681.83  (feet) COMP
 NG0435  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 NG0435
 NG0435  VERT ORDER      -  FIRST     CLASS II
 NG0435
 NG0435.The horizontal coordinates were determined by differentially corrected
 NG0435.hand held GPS observations or other comparable positioning techniques
 NG0435.and have an estimated accuracy of +/- 3 meters.
 NG0435
 NG0435.The orthometric height was determined by differential leveling and
 NG0435.adjusted by the NATIONAL GEODETIC SURVEY
 NG0435.in June 1991.
 NG0435
 NG0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0435.GEOID18 height accuracy estimate available here.
 NG0435
 NG0435.Click photographs - Photos may exist for this station.
 NG0435
 NG0435.The dynamic height is computed by dividing the NAVD 88
 NG0435.geopotential number by the normal gravity value computed on the
 NG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0435.degrees latitude (g = 980.6199 gals.).
 NG0435
 NG0435.The modeled gravity was interpolated from observed gravity values.
 NG0435
 NG0435;                    North         East    Units  Estimated Accuracy
 NG0435;SPC MI S     -   104,029.2   3,858,190.1     MT  (+/- 3 meters HH1 GPS) 
 NG0435
 NG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7486397197(NAD 83)
 NG0435
 NG0435                          SUPERSEDED SURVEY CONTROL
 NG0435
 NG0435.No superseded survey control is available for this station.
 NG0435
 NG0435_MARKER: I = METAL ROD
 NG0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0435_STAMPING: C 322 1984
 NG0435_MARK LOGO: NGS
 NG0435_PROJECTION: FLUSH
 NG0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0435_ROD/PIPE-DEPTH: 6.09 meters
 NG0435
 NG0435  HISTORY     - Date     Condition        Report By
 NG0435  HISTORY     - 1984     MONUMENTED       NGS
 NG0435  HISTORY     - 20001020 GOOD             MI-159
 NG0435
 NG0435                          STATION DESCRIPTION
 NG0435
 NG0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0435'3.0 KM (1.9 MI) NORTH FROM GRAND JUNCTION.
 NG0435'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0435'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0435'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 0.5 KM
 NG0435'(0.3 MI) NORTH ALONG 56TH STREET, SET IN THE WEST RIGHT-OF-WAY FENCE
 NG0435'LINE, 6.15 METERS (20.2 FT) WEST OF THE CENTER OF 56TH STREET,
 NG0435'24.38 METERS (80.0 FT) WEST AND ACROSS 56TH STREET FROM A POWERLINE
 NG0435'POLE WITH A TRANSFORMER ATTACHED, 0.73 METERS (2.4 FT) SOUTH-SOUTHWEST
 NG0435'OF A TELEPHONE POLE AND A SMALL JUNCTION BOX AT THE BASE, AND
 NG0435'0.36 METERS (1.2 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE, DRIVING
 NG0435'RATE EXCEEDED AND ROD ANCHORED.
 NG0435'THE MARK IS 0.54 METERS  NNE FROM A WITNESS POST.
 NG0435'THE MARK IS ABOVE LEVEL WITH 56TH STREET.
 NG0435
 NG0435                          STATION RECOVERY (2000)
 NG0435
 NG0435'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1219 ***********************************************************************
 NF1219  DESIGNATION -  C 323
 NF1219  PID         -  NF1219
 NF1219  STATE/COUNTY-  MI/VAN BUREN
 NF1219  COUNTRY     -  US
 NF1219  USGS QUAD   -  BLOOMINGDALE (2017)
 NF1219
 NF1219                         *CURRENT SURVEY CONTROL
 NF1219  ______________________________________________________________________
 NF1219* NAD 83(1986) POSITION- 42 24 04.     (N) 085 59 49.     (W)   SCALED
 NF1219* NAVD 88 ORTHO HEIGHT -   211.528 (meters)      693.99  (feet) ADJUSTED
 NF1219  ______________________________________________________________________
 NF1219  GEOID HEIGHT    -        -33.057 (meters)                     GEOID18
 NF1219  DYNAMIC HEIGHT  -        211.470 (meters)      693.80  (feet) COMP
 NF1219  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 NF1219
 NF1219  VERT ORDER      -  FIRST     CLASS II
 NF1219
 NF1219.The horizontal coordinates were scaled from a map and have
 NF1219.an estimated accuracy of +/- 6 seconds.
 NF1219
 NF1219.The orthometric height was determined by differential leveling and
 NF1219.adjusted by the NATIONAL GEODETIC SURVEY
 NF1219.in June 1991.
 NF1219
 NF1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1219.GEOID18 height accuracy estimate available here.
 NF1219
 NF1219.Click photographs - Photos may exist for this station.
 NF1219
 NF1219.The dynamic height is computed by dividing the NAVD 88
 NF1219.geopotential number by the normal gravity value computed on the
 NF1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1219.degrees latitude (g = 980.6199 gals.).
 NF1219
 NF1219.The modeled gravity was interpolated from observed gravity values.
 NF1219
 NF1219;                    North         East    Units  Estimated Accuracy
 NF1219;SPC MI S     -   101,390.    3,865,800.      MT  (+/- 180 meters Scaled)
 NF1219
 NF1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM825947(NAD 83)
 NF1219
 NF1219                          SUPERSEDED SURVEY CONTROL
 NF1219
 NF1219  NGVD 29 (01/19/93)  211.670  (m)          694.45   (f) ADJUSTED    1 2
 NF1219
 NF1219.Superseded values are not recommended for survey control.
 NF1219
 NF1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1219.See file dsdata.pdf to determine how the superseded data were derived.
 NF1219
 NF1219_MARKER: F = FLANGE-ENCASED ROD
 NF1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1219_STAMPING: C 323 1984
 NF1219_MARK LOGO: NGS
 NF1219_PROJECTION: RECESSED 3 CENTIMETERS
 NF1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1219+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 NF1219_ROD/PIPE-DEPTH: 24.4 meters
 NF1219
 NF1219  HISTORY     - Date     Condition        Report By
 NF1219  HISTORY     - 1984     MONUMENTED       NGS
 NF1219  HISTORY     - 20000816 GOOD             MI-159
 NF1219  HISTORY     - 20230213 GOOD             MIDT
 NF1219
 NF1219                          STATION DESCRIPTION
 NF1219
 NF1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1219'5.0 KM (3.1 MI) WEST FROM BLOOMINGDALE.
 NF1219'5.O KM (3.1 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1219'COUNTY ROAD 665 IN BLOOMINGDALE, OR 6.5 KM (4.05 MI) EASTERLY ALONG
 NF1219'COUNTY ROAD 388 FROM THE POST OFFICE IN GRAND JUNCTION, 48.2 M (158.1
 NF1219'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE JOSEPH S. LONG
 NF1219'RESIDENCE, 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.7 M
 NF1219'(5.6 FT) WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 NF1219'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1219'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NF1219'THE MARK IS 0.5 M ABOVE THE ROAD.
 NF1219
 NF1219                          STATION RECOVERY (2000)
 NF1219
 NF1219'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1219'158.1' E OF CL DRIVE TO HO NUMBER 46354.
 NF1219'CAN NOT BE USED FOR GPS.
 NF1219
 NF1219                          STATION RECOVERY (2023)
 NF1219
 NF1219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF1219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0614 ***********************************************************************
 RM0614  DESIGNATION -  C 324
 RM0614  PID         -  RM0614
 RM0614  STATE/COUNTY-  MI/GOGEBIC
 RM0614  COUNTRY     -  US
 RM0614  USGS QUAD   -  BESSEMER (2017)
 RM0614
 RM0614                         *CURRENT SURVEY CONTROL
 RM0614  ______________________________________________________________________
 RM0614* NAD 83(1986) POSITION- 46 28 39.69   (N) 090 05 27.54   (W)   HD_HELD1
 RM0614* NAVD 88 ORTHO HEIGHT -   457.407 (meters)     1500.68  (feet) ADJUSTED
 RM0614  ______________________________________________________________________
 RM0614  GEOID HEIGHT    -        -30.682 (meters)                     GEOID18
 RM0614  DYNAMIC HEIGHT  -        457.426 (meters)     1500.74  (feet) COMP
 RM0614  MODELED GRAVITY -    980,639.9   (mgal)                       NAVD 88
 RM0614
 RM0614  VERT ORDER      -  FIRST     CLASS II
 RM0614
 RM0614.The horizontal coordinates were determined by differentially corrected
 RM0614.hand held GPS observations or other comparable positioning techniques
 RM0614.and have an estimated accuracy of +/- 3 meters.
 RM0614
 RM0614.The orthometric height was determined by differential leveling and
 RM0614.adjusted by the NATIONAL GEODETIC SURVEY
 RM0614.in June 1991.
 RM0614
 RM0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0614.GEOID18 height accuracy estimate available here.
 RM0614
 RM0614.Click photographs - Photos may exist for this station.
 RM0614
 RM0614.The dynamic height is computed by dividing the NAVD 88
 RM0614.geopotential number by the normal gravity value computed on the
 RM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0614.degrees latitude (g = 980.6199 gals.).
 RM0614
 RM0614.The modeled gravity was interpolated from observed gravity values.
 RM0614
 RM0614;                    North         East    Units  Estimated Accuracy
 RM0614;SPC MI N     -   192,945.4   7,762,713.0     MT  (+/- 3 meters HH1 GPS) 
 RM0614
 RM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2330051236(NAD 83)
 RM0614
 RM0614                          SUPERSEDED SURVEY CONTROL
 RM0614
 RM0614  NAVD 88 (03/19/14)  457.450  (m)         1500.82   (f) SUPERSEDED  2 1
 RM0614
 RM0614.Superseded values are not recommended for survey control.
 RM0614
 RM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0614.See file dsdata.pdf to determine how the superseded data were derived.
 RM0614
 RM0614_MARKER: F = FLANGE-ENCASED ROD
 RM0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0614_STAMPING: C 324 1985
 RM0614_MARK LOGO: NGS
 RM0614_PROJECTION: FLUSH
 RM0614_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0614+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RM0614_ROD/PIPE-DEPTH: 7.6 meters
 RM0614
 RM0614  HISTORY     - Date     Condition        Report By
 RM0614  HISTORY     - 1985     MONUMENTED       NGS
 RM0614  HISTORY     - 1989     GOOD             USPSQD
 RM0614  HISTORY     - 19970630 GOOD             MIDT
 RM0614  HISTORY     - 20010112 GOOD             TETR
 RM0614  HISTORY     - 20030822 GOOD             USPSQD
 RM0614  HISTORY     - 20040801 GOOD             USPSQD
 RM0614  HISTORY     - 20130829 GOOD             WIDT
 RM0614  HISTORY     - 20180725 GOOD             WIDT
 RM0614
 RM0614                          STATION DESCRIPTION
 RM0614
 RM0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0614'3.1 KM (1.9 MI) WEST FROM BESSEMER.
 RM0614'3.1 KM (1.9 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0614'SCHOOL IN BESSEMER, 22.6 M (74.1 FT) WEST OF THE CENTER OF CHELLER
 RM0614'DRIVE, 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 RM0614'LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) EAST OF A GUY LINE UTILITY
 RM0614'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0614'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RM0614'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RM0614
 RM0614                          STATION RECOVERY (1989)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0614'RECOVERED IN GOOD CONDITION.
 RM0614
 RM0614                          STATION RECOVERY (1997)
 RM0614
 RM0614'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0614'RECOVERED AS DESCRIBED.
 RM0614
 RM0614                          STATION RECOVERY (2001)
 RM0614
 RM0614'RECOVERY NOTE BY TETRA TECH MPS 2001 (SMV)
 RM0614'RECOVERED IN GOOD CONDITION.
 RM0614
 RM0614                          STATION RECOVERY (2003)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0614'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE JUNCTION OF
 RM0614'THE WEST BRANCH OF CHELLER ROAD AND HIGHWAY 2, 8.0 FEET WEST OF A NEW
 RM0614'UTILITY POLE NUMBERED -35- WITH 3 GUY WIRES.
 RM0614
 RM0614                          STATION RECOVERY (2004)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0614'RECOVERED IN GOOD CONDITION.
 RM0614
 RM0614                          STATION RECOVERY (2013)
 RM0614
 RM0614'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0614'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 RM0614'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 RM0614'POSTS.
 RM0614
 RM0614                          STATION RECOVERY (2018)
 RM0614
 RM0614'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1486 ***********************************************************************
 RL1486  DESIGNATION -  C 325
 RL1486  PID         -  RL1486
 RL1486  STATE/COUNTY-  MI/HOUGHTON
 RL1486  COUNTRY     -  US
 RL1486  USGS QUAD   -  KENTON (2017)
 RL1486
 RL1486                         *CURRENT SURVEY CONTROL
 RL1486  ______________________________________________________________________
 RL1486* NAD 83(1986) POSITION- 46 29 13.     (N) 088 56 55.     (W)   SCALED
 RL1486* NAVD 88 ORTHO HEIGHT -   361.798 (meters)     1187.00  (feet) ADJUSTED
 RL1486  ______________________________________________________________________
 RL1486  GEOID HEIGHT    -        -32.250 (meters)                     GEOID18
 RL1486  DYNAMIC HEIGHT  -        361.811 (meters)     1187.04  (feet) COMP
 RL1486  MODELED GRAVITY -    980,639.6   (mgal)                       NAVD 88
 RL1486
 RL1486  VERT ORDER      -  FIRST     CLASS II
 RL1486
 RL1486.The horizontal coordinates were scaled from a map and have
 RL1486.an estimated accuracy of +/- 6 seconds.
 RL1486
 RL1486.The orthometric height was determined by differential leveling and
 RL1486.adjusted by the NATIONAL GEODETIC SURVEY
 RL1486.in June 1991.
 RL1486
 RL1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1486.GEOID18 height accuracy estimate available here.
 RL1486
 RL1486.Click photographs - Photos may exist for this station.
 RL1486
 RL1486.The dynamic height is computed by dividing the NAVD 88
 RL1486.geopotential number by the normal gravity value computed on the
 RL1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1486.degrees latitude (g = 980.6199 gals.).
 RL1486
 RL1486.The modeled gravity was interpolated from observed gravity values.
 RL1486
 RL1486;                    North         East    Units  Estimated Accuracy
 RL1486;SPC MI N     -   191,190.    7,850,410.      MT  (+/- 180 meters Scaled)
 RL1486
 RL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS504499(NAD 83)
 RL1486
 RL1486                          SUPERSEDED SURVEY CONTROL
 RL1486
 RL1486.No superseded survey control is available for this station.
 RL1486
 RL1486_MARKER: I = METAL ROD
 RL1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1486_STAMPING: C 325 1985
 RL1486_MARK LOGO: NGS
 RL1486_PROJECTION: FLUSH
 RL1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1486+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 RL1486_ROD/PIPE-DEPTH: 18.3 meters
 RL1486
 RL1486  HISTORY     - Date     Condition        Report By
 RL1486  HISTORY     - 1985     MONUMENTED       NGS
 RL1486  HISTORY     - 1989     GOOD             USPSQD
 RL1486  HISTORY     - 20100928 GOOD             MIDT
 RL1486
 RL1486                          STATION DESCRIPTION
 RL1486
 RL1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1486'22.2 KM (13.8 MI) EAST FROM BRUCE CROSSING.
 RL1486'22.2 KM (13.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1486'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 71.6 M (234.9 FT) NORTH OF THE
 RL1486'CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTH OF THE CENTER OF A
 RL1486'ROAD, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE NUMBER 76-2243.
 RL1486'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1486'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1486
 RL1486                          STATION RECOVERY (1989)
 RL1486
 RL1486'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1486'RECOVERED IN GOOD CONDITION.
 RL1486
 RL1486                          STATION RECOVERY (2010)
 RL1486
 RL1486'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0459 ***********************************************************************
 NG0459  DESIGNATION -  C 326
 NG0459  PID         -  NG0459
 NG0459  STATE/COUNTY-  MI/BERRIEN
 NG0459  COUNTRY     -  US
 NG0459  USGS QUAD   -  BENTON HARBOR (2017)
 NG0459
 NG0459                         *CURRENT SURVEY CONTROL
 NG0459  ______________________________________________________________________
 NG0459* NAD 83(1986) POSITION- 42 06 44.     (N) 086 28 13.     (W)   SCALED
 NG0459* NAVD 88 ORTHO HEIGHT -   179.661 (meters)      589.44  (feet) ADJUSTED
 NG0459  ______________________________________________________________________
 NG0459  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 NG0459  DYNAMIC HEIGHT  -        179.601 (meters)      589.24  (feet) COMP
 NG0459  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 NG0459
 NG0459  VERT ORDER      -  FIRST     CLASS II
 NG0459
 NG0459.The horizontal coordinates were scaled from a map and have
 NG0459.an estimated accuracy of +/- 6 seconds.
 NG0459
 NG0459.The orthometric height was determined by differential leveling and
 NG0459.adjusted by the NATIONAL GEODETIC SURVEY
 NG0459.in May 2018.
 NG0459
 NG0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0459.GEOID18 height accuracy estimate available here.
 NG0459
 NG0459.Click photographs - Photos may exist for this station.
 NG0459
 NG0459.The dynamic height is computed by dividing the NAVD 88
 NG0459.geopotential number by the normal gravity value computed on the
 NG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0459.degrees latitude (g = 980.6199 gals.).
 NG0459
 NG0459.The modeled gravity was interpolated from observed gravity values.
 NG0459
 NG0459;                    North         East    Units  Estimated Accuracy
 NG0459;SPC MI S     -    70,180.    3,826,040.      MT  (+/- 180 meters Scaled)
 NG0459
 NG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM437623(NAD 83)
 NG0459
 NG0459                          SUPERSEDED SURVEY CONTROL
 NG0459
 NG0459  NAVD 88 (06/15/91)  179.671  (m)          589.47   (f) SUPERSEDED  1 2
 NG0459  NGVD 29 (01/19/93)  179.826  (m)          589.98   (f) ADJUSTED    1 2
 NG0459
 NG0459.Superseded values are not recommended for survey control.
 NG0459
 NG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0459.See file dsdata.pdf to determine how the superseded data were derived.
 NG0459
 NG0459_MARKER: DV = VERTICAL CONTROL DISK
 NG0459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0459_SP_SET: BRIDGE ABUTMENT
 NG0459_STAMPING: C 326 1985
 NG0459_MARK LOGO: NGS
 NG0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0459+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 NG0459
 NG0459  HISTORY     - Date     Condition        Report By
 NG0459  HISTORY     - 1985     MONUMENTED       NGS
 NG0459  HISTORY     - 20120522 GOOD             MIDT
 NG0459
 NG0459                          STATION DESCRIPTION
 NG0459
 NG0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0459'IN BENTON HARBOR.
 NG0459'IN BENTON HARBOR, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94
 NG0459'BUSINESS AND THE ST JOSEPH RIVER, SET VERTICALLY IN THE SOUTHWEST FACE
 NG0459'OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 NG0459'RIVER, 5.6 M (18.4 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND
 NG0459'LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST
 NG0459'END OF THE ABUTMENT.
 NG0459'THE MARK IS 0.8 M ABOVE THE GROUND.
 NG0459
 NG0459                          STATION RECOVERY (2012)
 NG0459
 NG0459'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0459'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2181 ***********************************************************************
 ME2181  DESIGNATION -  C 327
 ME2181  PID         -  ME2181
 ME2181  STATE/COUNTY-  MI/BERRIEN
 ME2181  COUNTRY     -  US
 ME2181  USGS QUAD   -  BRIDGMAN (2017)
 ME2181
 ME2181                         *CURRENT SURVEY CONTROL
 ME2181  ______________________________________________________________________
 ME2181* NAD 83(1986) POSITION- 41 54 48.     (N) 086 34 36.     (W)   SCALED
 ME2181* NAVD 88 ORTHO HEIGHT -   197.672 (meters)      648.53  (feet) ADJUSTED
 ME2181  ______________________________________________________________________
 ME2181  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 ME2181  DYNAMIC HEIGHT  -        197.603 (meters)      648.30  (feet) COMP
 ME2181  MODELED GRAVITY -    980,266.6   (mgal)                       NAVD 88
 ME2181
 ME2181  VERT ORDER      -  FIRST     CLASS II
 ME2181
 ME2181.The horizontal coordinates were scaled from a map and have
 ME2181.an estimated accuracy of +/- 6 seconds.
 ME2181
 ME2181.The orthometric height was determined by differential leveling and
 ME2181.adjusted by the NATIONAL GEODETIC SURVEY
 ME2181.in June 1991.
 ME2181
 ME2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2181.GEOID18 height accuracy estimate available here.
 ME2181
 ME2181.Click photographs - Photos may exist for this station.
 ME2181
 ME2181.The dynamic height is computed by dividing the NAVD 88
 ME2181.geopotential number by the normal gravity value computed on the
 ME2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2181.degrees latitude (g = 980.6199 gals.).
 ME2181
 ME2181.The modeled gravity was interpolated from observed gravity values.
 ME2181
 ME2181;                    North         East    Units  Estimated Accuracy
 ME2181;SPC MI S     -    48,320.    3,816,660.      MT  (+/- 180 meters Scaled)
 ME2181
 ME2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM351402(NAD 83)
 ME2181
 ME2181                          SUPERSEDED SURVEY CONTROL
 ME2181
 ME2181  NGVD 29 (01/19/93)  197.802  (m)          648.96   (f) ADJUSTED    1 2
 ME2181
 ME2181.Superseded values are not recommended for survey control.
 ME2181
 ME2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2181.See file dsdata.pdf to determine how the superseded data were derived.
 ME2181
 ME2181_MARKER: I = METAL ROD
 ME2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2181_STAMPING: C 327 1985
 ME2181_MARK LOGO: NGS
 ME2181_PROJECTION: FLUSH
 ME2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2181+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 ME2181_ROD/PIPE-DEPTH: 8.5 meters
 ME2181
 ME2181  HISTORY     - Date     Condition        Report By
 ME2181  HISTORY     - 1985     MONUMENTED       NGS
 ME2181  HISTORY     - 19950422 GOOD             USPSQD
 ME2181  HISTORY     - 20040617 GOOD             FTCH
 ME2181
 ME2181                          STATION DESCRIPTION
 ME2181
 ME2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2181'18.4 KM (11.45 MI) NE FROM NEW BUFFALO.
 ME2181'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2181'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 17.2 KM (10.7 MI)
 ME2181'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, 55.5 M (182.1 FT) NORTHEAST
 ME2181'OF THE SOUTHEAST LEG OF A HIGHWAY INFORMATION SIGN, AND 32.9 M (107.9
 ME2181'FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 ME2181'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2181'CAP.
 ME2181'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 ME2181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2181
 ME2181                          STATION RECOVERY (1995)
 ME2181
 ME2181'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2181'RECOVERED IN GOOD CONDITION.
 ME2181
 ME2181                          STATION RECOVERY (2004)
 ME2181
 ME2181'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 ME2181'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1465 ***********************************************************************
 RL1465  DESIGNATION -  C 328
 RL1465  PID         -  RL1465
 RL1465  STATE/COUNTY-  MI/BARAGA
 RL1465  COUNTRY     -  US
 RL1465  USGS QUAD   -  THREE LAKES (2017)
 RL1465
 RL1465                         *CURRENT SURVEY CONTROL
 RL1465  ______________________________________________________________________
 RL1465* NAD 83(1986) POSITION- 46 33 33.20   (N) 088 13 45.70   (W)   HD_HELD1
 RL1465* NAVD 88 ORTHO HEIGHT -   501.077 (meters)     1643.95  (feet) ADJUSTED
 RL1465  ______________________________________________________________________
 RL1465  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 RL1465  DYNAMIC HEIGHT  -        501.095 (meters)     1644.01  (feet) COMP
 RL1465  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 RL1465
 RL1465  VERT ORDER      -  FIRST     CLASS II
 RL1465
 RL1465.The horizontal coordinates were determined by differentially corrected
 RL1465.hand held GPS observations or other comparable positioning techniques
 RL1465.and have an estimated accuracy of +/- 3 meters.
 RL1465
 RL1465.The orthometric height was determined by differential leveling and
 RL1465.adjusted by the NATIONAL GEODETIC SURVEY
 RL1465.in June 1991.
 RL1465
 RL1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1465.GEOID18 height accuracy estimate available here.
 RL1465
 RL1465.Click photographs - Photos may exist for this station.
 RL1465
 RL1465.The dynamic height is computed by dividing the NAVD 88
 RL1465.geopotential number by the normal gravity value computed on the
 RL1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1465.degrees latitude (g = 980.6199 gals.).
 RL1465
 RL1465.The modeled gravity was interpolated from observed gravity values.
 RL1465
 RL1465;                    North         East    Units  Estimated Accuracy
 RL1465;SPC MI N     -   198,111.7   7,905,745.4     MT  (+/- 3 meters HH1 GPS) 
 RL1465
 RL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0577156918(NAD 83)
 RL1465
 RL1465                          SUPERSEDED SURVEY CONTROL
 RL1465
 RL1465.No superseded survey control is available for this station.
 RL1465
 RL1465_MARKER: F = FLANGE-ENCASED ROD
 RL1465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RL1465+WITH SETTING: INFORMATION.
 RL1465_STAMPING: C 328 1985
 RL1465_MARK LOGO: NGS
 RL1465_PROJECTION: FLUSH
 RL1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1465+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1465_ROD/PIPE-DEPTH: 1.8 meters
 RL1465
 RL1465  HISTORY     - Date     Condition        Report By
 RL1465  HISTORY     - 1985     MONUMENTED       NGS
 RL1465  HISTORY     - 19990920 GOOD             USPSQD
 RL1465  HISTORY     - 20000710 GOOD             MIDT
 RL1465  HISTORY     - 20060812 GOOD             GEOCAC
 RL1465
 RL1465                          STATION DESCRIPTION
 RL1465
 RL1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1465'21.8 KM (13.55 MI) WEST FROM CHAMPION.
 RL1465'21.8 KM (13.55 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST
 RL1465'OFFICE IN CHAMPION, 42.7 M (140.1 FT) NORTHWEST OF THE EXTENDED CENTER
 RL1465'OF BERRY ROAD, AND 16.3 M (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RL1465'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1465'CAP.
 RL1465'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1465'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RL1465
 RL1465                          STATION RECOVERY (1999)
 RL1465
 RL1465'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1465'RECOVERED IN GOOD CONDITION.
 RL1465
 RL1465                          STATION RECOVERY (2000)
 RL1465
 RL1465'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1465'RECOVERED IN GOOD CONDITION.
 RL1465
 RL1465                          STATION RECOVERY (2006)
 RL1465
 RL1465'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0467 ***********************************************************************
 RK0467  DESIGNATION -  C 329
 RK0467  PID         -  RK0467
 RK0467  STATE/COUNTY-  MI/MARQUETTE
 RK0467  COUNTRY     -  US
 RK0467  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0467
 RK0467                         *CURRENT SURVEY CONTROL
 RK0467  ______________________________________________________________________
 RK0467* NAD 83(1986) POSITION- 46 30 35.     (N) 087 37 50.     (W)   SCALED
 RK0467* NAVD 88 ORTHO HEIGHT -   418.825 (meters)     1374.10  (feet) ADJUSTED
 RK0467  ______________________________________________________________________
 RK0467  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 RK0467  DYNAMIC HEIGHT  -        418.852 (meters)     1374.18  (feet) COMP
 RK0467  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 RK0467
 RK0467  VERT ORDER      -  FIRST     CLASS II
 RK0467
 RK0467.The horizontal coordinates were scaled from a map and have
 RK0467.an estimated accuracy of +/- 6 seconds.
 RK0467
 RK0467.The orthometric height was determined by differential leveling and
 RK0467.adjusted by the NATIONAL GEODETIC SURVEY
 RK0467.in June 1991.
 RK0467
 RK0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0467.GEOID18 height accuracy estimate available here.
 RK0467
 RK0467.Click photographs - Photos may exist for this station.
 RK0467
 RK0467.The dynamic height is computed by dividing the NAVD 88
 RK0467.geopotential number by the normal gravity value computed on the
 RK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0467.degrees latitude (g = 980.6199 gals.).
 RK0467
 RK0467.The modeled gravity was interpolated from observed gravity values.
 RK0467
 RK0467;                    North         East    Units  Estimated Accuracy
 RK0467;SPC MI N     -   192,070.    7,951,610.      MT  (+/- 180 meters Scaled)
 RK0467
 RK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS516508(NAD 83)
 RK0467
 RK0467                          SUPERSEDED SURVEY CONTROL
 RK0467
 RK0467.No superseded survey control is available for this station.
 RK0467
 RK0467_MARKER: I = METAL ROD
 RK0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0467_STAMPING: C 329 1985
 RK0467_MARK LOGO: NGS
 RK0467_PROJECTION: FLUSH
 RK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0467+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0467_ROD/PIPE-DEPTH: 9.5 meters
 RK0467
 RK0467  HISTORY     - Date     Condition        Report By
 RK0467  HISTORY     - 1985     MONUMENTED       NGS
 RK0467  HISTORY     - 19990712 GOOD             MIDT
 RK0467  HISTORY     - 20050906 GOOD             USPSQD
 RK0467
 RK0467                          STATION DESCRIPTION
 RK0467
 RK0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0467'16.9 KM (10.5 MI) WEST FROM MARQUETTE.
 RK0467'16.9 KM (10.5 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0467'WITH WASHINGTON STREET IN MARQUETTE, 18.7 M (61.4 FT) SOUTHWEST OF THE
 RK0467'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT)
 RK0467'NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST, AND 1.0 M
 RK0467'(3.3 FT) NORTHEAST OF A UTILITY POLE WITH LIGHT.  NOTE--ACCESS TO
 RK0467'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0467'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 RK0467'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RK0467
 RK0467                          STATION RECOVERY (1999)
 RK0467
 RK0467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0467'RECOVERED IN GOOD CONDITION.
 RK0467
 RK0467                          STATION RECOVERY (2005)
 RK0467
 RK0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0049 ***********************************************************************
 OJ0049  DESIGNATION -  C 33
 OJ0049  PID         -  OJ0049
 OJ0049  STATE/COUNTY-  MI/SANILAC
 OJ0049  COUNTRY     -  US
 OJ0049  USGS QUAD   -  CARSONVILLE (2017)
 OJ0049
 OJ0049                         *CURRENT SURVEY CONTROL
 OJ0049  ______________________________________________________________________
 OJ0049* NAD 83(1986) POSITION- 43 28 59.     (N) 082 44 54.     (W)   SCALED
 OJ0049* NAVD 88 ORTHO HEIGHT -   235.599 (meters)      772.96  (feet) ADJUSTED
 OJ0049  ______________________________________________________________________
 OJ0049  GEOID HEIGHT    -        -34.575 (meters)                     GEOID18
 OJ0049  DYNAMIC HEIGHT  -        235.551 (meters)      772.80  (feet) COMP
 OJ0049  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 OJ0049
 OJ0049  VERT ORDER      -  FIRST     CLASS II
 OJ0049
 OJ0049.The horizontal coordinates were scaled from a map and have
 OJ0049.an estimated accuracy of +/- 6 seconds.
 OJ0049
 OJ0049.The orthometric height was determined by differential leveling and
 OJ0049.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0049.in June 1991.
 OJ0049
 OJ0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0049.GEOID18 height accuracy estimate available here.
 OJ0049
 OJ0049.Click photographs - Photos may exist for this station.
 OJ0049
 OJ0049.The dynamic height is computed by dividing the NAVD 88
 OJ0049.geopotential number by the normal gravity value computed on the
 OJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0049.degrees latitude (g = 980.6199 gals.).
 OJ0049
 OJ0049.The modeled gravity was interpolated from observed gravity values.
 OJ0049
 OJ0049;                    North         East    Units  Estimated Accuracy
 OJ0049;SPC MI S     -   221,540.    4,130,910.      MT  (+/- 180 meters Scaled)
 OJ0049
 OJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ586159(NAD 83)
 OJ0049
 OJ0049                          SUPERSEDED SURVEY CONTROL
 OJ0049
 OJ0049  NGVD 29 (??/??/92)  235.721  (m)          773.36   (f) ADJ UNCH    1 2
 OJ0049
 OJ0049.Superseded values are not recommended for survey control.
 OJ0049
 OJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0049.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0049
 OJ0049_MARKER: DB = BENCH MARK DISK
 OJ0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0049_SP_SET: TOWER FOOTING
 OJ0049_STAMPING: C 33 1934
 OJ0049_MARK LOGO: CGS
 OJ0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0049
 OJ0049  HISTORY     - Date     Condition        Report By
 OJ0049  HISTORY     - 1934     MONUMENTED       CGS
 OJ0049  HISTORY     - 1944     GOOD             CGS
 OJ0049  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0049  HISTORY     - 20180501 MARK NOT FOUND   MUXLOW
 OJ0049
 OJ0049                          STATION DESCRIPTION
 OJ0049
 OJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OJ0049'AT MC GREGOR.
 OJ0049'AT MC GREGOR, SANILAC COUNTY, 80 YARDS NORTHEAST OF THE NORTHEAST
 OJ0049'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A WATER
 OJ0049'TOWER, 13 YARDS SOUTH OF THE SOUTHWEST CORNER OF A BRICK PUMP
 OJ0049'HOUSE, IN THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE FOOTING
 OJ0049'OF THE TOWER, 14 FEET EAST OF THE EAST RAIL, AND 1 FOOT HIGHER
 OJ0049'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 33 1934.
 OJ0049
 OJ0049                          STATION RECOVERY (1994)
 OJ0049
 OJ0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0049'MARK NOT FOUND.
 OJ0049
 OJ0049                          STATION RECOVERY (2018)
 OJ0049
 OJ0049'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2018 (RM)
 OJ0049'FOUND WATER TOWER AND RAIL WITNESSES, STAKED OUT TO COORDINATE
 OJ0049'LOCATION WITH GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2165 ***********************************************************************
 ME2165  DESIGNATION -  C 330
 ME2165  PID         -  ME2165
 ME2165  STATE/COUNTY-  MI/BERRIEN
 ME2165  COUNTRY     -  US
 ME2165  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2165
 ME2165                         *CURRENT SURVEY CONTROL
 ME2165  ______________________________________________________________________
 ME2165* NAD 83(1986) POSITION- 41 45 57.     (N) 086 47 34.     (W)   SCALED
 ME2165* NAVD 88 ORTHO HEIGHT -   188.499 (meters)      618.43  (feet) ADJUSTED
 ME2165  ______________________________________________________________________
 ME2165  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 ME2165  DYNAMIC HEIGHT  -        188.430 (meters)      618.21  (feet) COMP
 ME2165  MODELED GRAVITY -    980,250.5   (mgal)                       NAVD 88
 ME2165
 ME2165  VERT ORDER      -  FIRST     CLASS II
 ME2165
 ME2165.The horizontal coordinates were scaled from a map and have
 ME2165.an estimated accuracy of +/- 6 seconds.
 ME2165
 ME2165.The orthometric height was determined by differential leveling and
 ME2165.adjusted by the NATIONAL GEODETIC SURVEY
 ME2165.in June 1991.
 ME2165
 ME2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2165.GEOID18 height accuracy estimate available here.
 ME2165
 ME2165.Click photographs - Photos may exist for this station.
 ME2165
 ME2165.The dynamic height is computed by dividing the NAVD 88
 ME2165.geopotential number by the normal gravity value computed on the
 ME2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2165.degrees latitude (g = 980.6199 gals.).
 ME2165
 ME2165.The modeled gravity was interpolated from observed gravity values.
 ME2165
 ME2165;                    North         East    Units  Estimated Accuracy
 ME2165;SPC MI S     -    32,440.    3,798,270.      MT  (+/- 180 meters Scaled)
 ME2165
 ME2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM172237(NAD 83)
 ME2165
 ME2165                          SUPERSEDED SURVEY CONTROL
 ME2165
 ME2165  NGVD 29 (01/19/93)  188.615  (m)          618.81   (f) ADJUSTED    1 2
 ME2165
 ME2165.Superseded values are not recommended for survey control.
 ME2165
 ME2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2165.See file dsdata.pdf to determine how the superseded data were derived.
 ME2165
 ME2165_MARKER: F = FLANGE-ENCASED ROD
 ME2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2165_STAMPING: C 330 1985
 ME2165_MARK LOGO: NGS
 ME2165_PROJECTION: PROJECTING 2 CENTIMETERS
 ME2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2165+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2023
 ME2165_ROD/PIPE-DEPTH: 12.2 meters
 ME2165
 ME2165  HISTORY     - Date     Condition        Report By
 ME2165  HISTORY     - 1985     MONUMENTED       NGS
 ME2165  HISTORY     - 20230117 GOOD             MIDT
 ME2165
 ME2165                          STATION DESCRIPTION
 ME2165
 ME2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2165'7.3 KM (4.55 MI) SW FROM NEW BUFFALO.
 ME2165'7.3 KM (4.55 MI) SOUTHWESTERLY ALONG U.S HIGHWAY 12 FROM ITS JUNCTION
 ME2165'WITH RED ARROW HIGHWAY IN NEW BUFFALO, 0.9 KM (0.55 MI) NORTHEAST OF
 ME2165'THE INDIANA-MICHIGAN STATE LINE, 64.0 M (210.0 FT) SOUTHWEST OF THE
 ME2165'CENTER OF GRAND AVENUE, 14.9 M (48.9 FT) NORTHWEST OF THE CENTERLINE
 ME2165'OF THE HIGHWAY, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 ME2165'CONRAIL RAILROAD, AND 1.0 M (3.3 FT) NORTHEAST OF UTILITY POLE NUMBER
 ME2165'B690-60.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2165'CAP.
 ME2165'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 ME2165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2165
 ME2165                          STATION RECOVERY (2023)
 ME2165
 ME2165'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 ME2165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1154 ***********************************************************************
 NF1154  DESIGNATION -  C 331
 NF1154  PID         -  NF1154
 NF1154  STATE/COUNTY-  MI/JACKSON
 NF1154  COUNTRY     -  US
 NF1154  USGS QUAD   -  JACKSON NORTH (2017)
 NF1154
 NF1154                         *CURRENT SURVEY CONTROL
 NF1154  ______________________________________________________________________
 NF1154* NAD 83(1986) POSITION- 42 15 12.     (N) 084 22 29.     (W)   SCALED
 NF1154* NAVD 88 ORTHO HEIGHT -   297.572 (meters)      976.28  (feet) ADJUSTED
 NF1154  ______________________________________________________________________
 NF1154  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 NF1154  DYNAMIC HEIGHT  -        297.466 (meters)      975.94  (feet) COMP
 NF1154  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 NF1154
 NF1154  VERT ORDER      -  FIRST     CLASS II
 NF1154
 NF1154.The horizontal coordinates were scaled from a map and have
 NF1154.an estimated accuracy of +/- 6 seconds.
 NF1154
 NF1154.The orthometric height was determined by differential leveling and
 NF1154.adjusted by the NATIONAL GEODETIC SURVEY
 NF1154.in June 1991.
 NF1154
 NF1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1154.GEOID18 height accuracy estimate available here.
 NF1154
 NF1154.Click photographs - Photos may exist for this station.
 NF1154
 NF1154.The dynamic height is computed by dividing the NAVD 88
 NF1154.geopotential number by the normal gravity value computed on the
 NF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1154.degrees latitude (g = 980.6199 gals.).
 NF1154
 NF1154.The modeled gravity was interpolated from observed gravity values.
 NF1154
 NF1154;                    North         East    Units  Estimated Accuracy
 NF1154;SPC MI S     -    83,680.    3,999,340.      MT  (+/- 180 meters Scaled)
 NF1154
 NF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM165812(NAD 83)
 NF1154
 NF1154                          SUPERSEDED SURVEY CONTROL
 NF1154
 NF1154  NGVD 29 (01/19/93)  297.693  (m)          976.68   (f) ADJUSTED    1 2
 NF1154
 NF1154.Superseded values are not recommended for survey control.
 NF1154
 NF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1154.See file dsdata.pdf to determine how the superseded data were derived.
 NF1154
 NF1154_MARKER: I = METAL ROD
 NF1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1154_STAMPING: C 331 1985
 NF1154_MARK LOGO: NGS
 NF1154_PROJECTION: FLUSH
 NF1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1154+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1154_ROD/PIPE-DEPTH: 8.8 meters
 NF1154
 NF1154  HISTORY     - Date     Condition        Report By
 NF1154  HISTORY     - 1985     MONUMENTED       NGS
 NF1154  HISTORY     - 19910707 GOOD             USPSQD
 NF1154  HISTORY     - 20010905 MARK NOT FOUND   USPSQD
 NF1154  HISTORY     - 20051019 GOOD             ADVGEO
 NF1154
 NF1154                          STATION DESCRIPTION
 NF1154
 NF1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1154'IN JACKSON.
 NF1154'IN JACKSON, AT THE INTERSECTION OF MICHIGAN AVENUE AND NORTH HORTON
 NF1154'STREET, 99.0 M (324.8 FT) EAST OF THE CENTER OF THE STREET, 22.0 M
 NF1154'(72.2 FT) NORTH OF THE CENTER OF THE AVENUE, 21.9 M (71.9 FT)
 NF1154'NORTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BUILDING, AND 13.6 M
 NF1154'(44.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 NF1154'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1154'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 NF1154'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1154
 NF1154                          STATION RECOVERY (1991)
 NF1154
 NF1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1154'RECOVERED IN GOOD CONDITION.
 NF1154
 NF1154                          STATION RECOVERY (2001)
 NF1154
 NF1154'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 NF1154'MARK NOT FOUND.
 NF1154
 NF1154                          STATION RECOVERY (2005)
 NF1154
 NF1154'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1154'MARK IS LOCATED IN ABANDONED PARCEL OVERGROWN WITH WEEDS AND BRUSH.
 NF1154'MARK IS LOCATED ALONG THE WEST'LY FENCE LINE OF THE ABANDONED BUILDING
 NF1154'PARCEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7986 ***********************************************************************
 AH7986  DESIGNATION -  C 332
 AH7986  PID         -  AH7986
 AH7986  STATE/COUNTY-  MI/JACKSON
 AH7986  COUNTRY     -  US
 AH7986  USGS QUAD   -  JACKSON NORTH (2017)
 AH7986
 AH7986                         *CURRENT SURVEY CONTROL
 AH7986  ______________________________________________________________________
 AH7986* NAD 83(1986) POSITION- 42 19 37.     (N) 084 24 50.     (W)   SCALED
 AH7986* NAVD 88 ORTHO HEIGHT -   290.508 (meters)      953.11  (feet) ADJUSTED
 AH7986  ______________________________________________________________________
 AH7986  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 AH7986  DYNAMIC HEIGHT  -        290.408 (meters)      952.78  (feet) COMP
 AH7986  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 AH7986
 AH7986  VERT ORDER      -  FIRST     CLASS II
 AH7986
 AH7986.The horizontal coordinates were scaled from a map and have
 AH7986.an estimated accuracy of +/- 6 seconds.
 AH7986
 AH7986.The orthometric height was determined by differential leveling and
 AH7986.adjusted by the NATIONAL GEODETIC SURVEY
 AH7986.in January 2002.
 AH7986
 AH7986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7986.GEOID18 height accuracy estimate available here.
 AH7986
 AH7986.Click photographs - Photos may exist for this station.
 AH7986
 AH7986.The dynamic height is computed by dividing the NAVD 88
 AH7986.geopotential number by the normal gravity value computed on the
 AH7986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7986.degrees latitude (g = 980.6199 gals.).
 AH7986
 AH7986.The modeled gravity was interpolated from observed gravity values.
 AH7986
 AH7986;                    North         East    Units  Estimated Accuracy
 AH7986;SPC MI S     -    91,860.    3,996,110.      MT  (+/- 180 meters Scaled)
 AH7986
 AH7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM130893(NAD 83)
 AH7986
 AH7986                          SUPERSEDED SURVEY CONTROL
 AH7986
 AH7986.No superseded survey control is available for this station.
 AH7986
 AH7986_MARKER: F = FLANGE-ENCASED ROD
 AH7986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7986_STAMPING: C 332 1992
 AH7986_MARK LOGO: NGS
 AH7986_PROJECTION: FLUSH
 AH7986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7986+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2025
 AH7986_ROD/PIPE-DEPTH: 6.7 meters
 AH7986
 AH7986  HISTORY     - Date     Condition        Report By
 AH7986  HISTORY     - 1992     MONUMENTED       NGS
 AH7986  HISTORY     - 20000616 GOOD             NGS
 AH7986  HISTORY     - 20251119 GOOD             MCA
 AH7986
 AH7986                          STATION DESCRIPTION
 AH7986
 AH7986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7986'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7986'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 6.1 KM (3.80 MI)
 AH7986'NORTHERLY ALONG LANCING AVENUE, 47.4 M (155.5 FT) SOUTH OF THE
 AH7986'CENTERLINE OF VAN HORN AVENUE, 15.5 M (50.9 FT) WEST OF THE AVENUE
 AH7986'CENTERLINE, 1.7 M (5.6 FT) SOUTH OF UTILITY POLE NUMBER 074 50 WITH A
 AH7986'GUY CABLE AND A TRANSFORMER, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AH7986'HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 AH7986'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7986
 AH7986                          STATION RECOVERY (2000)
 AH7986
 AH7986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7986'RECOVERED AS DESCRIBED.
 AH7986
 AH7986                          STATION RECOVERY (2025)
 AH7986
 AH7986'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 AH7986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7944 ***********************************************************************
 AH7944  DESIGNATION -  C 333
 AH7944  PID         -  AH7944
 AH7944  STATE/COUNTY-  MI/IONIA
 AH7944  COUNTRY     -  US
 AH7944  USGS QUAD   -  PORTLAND SOUTH (2017)
 AH7944
 AH7944                         *CURRENT SURVEY CONTROL
 AH7944  ______________________________________________________________________
 AH7944* NAD 83(1986) POSITION- 42 52 14.     (N) 084 54 13.     (W)   SCALED
 AH7944* NAVD 88 ORTHO HEIGHT -   219.508 (meters)      720.17  (feet) ADJUSTED
 AH7944  ______________________________________________________________________
 AH7944  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 AH7944  DYNAMIC HEIGHT  -        219.447 (meters)      719.97  (feet) COMP
 AH7944  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 AH7944
 AH7944  VERT ORDER      -  FIRST     CLASS II
 AH7944
 AH7944.The horizontal coordinates were scaled from a map and have
 AH7944.an estimated accuracy of +/- 6 seconds.
 AH7944
 AH7944.The orthometric height was determined by differential leveling and
 AH7944.adjusted by the NATIONAL GEODETIC SURVEY
 AH7944.in January 2002.
 AH7944
 AH7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7944.GEOID18 height accuracy estimate available here.
 AH7944
 AH7944.Click photographs - Photos may exist for this station.
 AH7944
 AH7944.The dynamic height is computed by dividing the NAVD 88
 AH7944.geopotential number by the normal gravity value computed on the
 AH7944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7944.degrees latitude (g = 980.6199 gals.).
 AH7944
 AH7944.The modeled gravity was interpolated from observed gravity values.
 AH7944
 AH7944;                    North         East    Units  Estimated Accuracy
 AH7944;SPC MI S     -   152,380.    3,956,130.      MT  (+/- 180 meters Scaled)
 AH7944
 AH7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN712485(NAD 83)
 AH7944
 AH7944                          SUPERSEDED SURVEY CONTROL
 AH7944
 AH7944.No superseded survey control is available for this station.
 AH7944
 AH7944_MARKER: DV = VERTICAL CONTROL DISK
 AH7944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7944_SP_SET: BRIDGE ABUTMENT
 AH7944_STAMPING: C 333 1992
 AH7944_MARK LOGO: NGS
 AH7944_PROJECTION: FLUSH
 AH7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7944+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 AH7944
 AH7944  HISTORY     - Date     Condition        Report By
 AH7944  HISTORY     - 1992     MONUMENTED       NGS
 AH7944  HISTORY     - 19990408 GOOD             NGS
 AH7944  HISTORY     - 20111101 GOOD             GOUFRA
 AH7944
 AH7944                          STATION DESCRIPTION
 AH7944
 AH7944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7944'IN PORTLAND, AT THE INTERSECTION OF THE WEST GRAND RIVER AVENUE AND
 AH7944'WATER STREET, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST
 AH7944'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING
 AH7944'THE GRAND RIVER, 34.5 M (113.2 FT) SOUTHEAST OF THE STREET CENTER, 9.1
 AH7944'M (29.9 FT) SOUTHWEST OF THE AVENUE CENTERLINE, AND 0.2 M (0.7 FT)
 AH7944'ABOVE THE LEVEL OF THE AVENUE.
 AH7944
 AH7944                          STATION RECOVERY (1999)
 AH7944
 AH7944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7944'RECOVERED AS DESCRIBED.
 AH7944
 AH7944                          STATION RECOVERY (2011)
 AH7944
 AH7944'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 AH7944'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF EAGLE, 6.7
 AH7944'MI (10.8 KM) SOUTHWEST OF WESTPHALIA AND IN THE TOWN OF PORTLAND, MI.
 AH7944'
 AH7944'IN PORTLAND, AT THE INTERSECTION OF THE WEST GRAND RIVER AVENUE AND
 AH7944'WATER STREET, IN THE TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE
 AH7944'NORTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE AVENUE BRIDGE
 AH7944'SPANNING THE GRAND RIVER.
 AH7944'
 AH7944'IT IS 34.5 M (113.2 FT) SOUTHEAST OF THE STREET CENTER, 9.1 M (29.9
 AH7944'FT) NORTHEAST OF THE AVENUE CENTERLINE AND 0.2 M (0.7 FT) ABOVE THE
 AH7944'LEVEL OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0489 ***********************************************************************
 NG0489  DESIGNATION -  C 334
 NG0489  PID         -  NG0489
 NG0489  STATE/COUNTY-  MI/VAN BUREN
 NG0489  COUNTRY     -  US
 NG0489  USGS QUAD   -  BANGOR (2017)
 NG0489
 NG0489                         *CURRENT SURVEY CONTROL
 NG0489  ______________________________________________________________________
 NG0489* NAD 83(1986) POSITION- 42 18 32.     (N) 086 05 59.     (W)   SCALED
 NG0489* NAVD 88 ORTHO HEIGHT -   204.634 (meters)      671.37  (feet) ADJUSTED
 NG0489  ______________________________________________________________________
 NG0489  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 NG0489  DYNAMIC HEIGHT  -        204.574 (meters)      671.17  (feet) COMP
 NG0489  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 NG0489
 NG0489  VERT ORDER      -  FIRST     CLASS II
 NG0489
 NG0489.The horizontal coordinates were scaled from a map and have
 NG0489.an estimated accuracy of +/- 6 seconds.
 NG0489
 NG0489.The orthometric height was determined by differential leveling and
 NG0489.adjusted by the NATIONAL GEODETIC SURVEY
 NG0489.in June 1991.
 NG0489
 NG0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0489.GEOID18 height accuracy estimate available here.
 NG0489
 NG0489.Click photographs - Photos may exist for this station.
 NG0489
 NG0489.The dynamic height is computed by dividing the NAVD 88
 NG0489.geopotential number by the normal gravity value computed on the
 NG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0489.degrees latitude (g = 980.6199 gals.).
 NG0489
 NG0489.The modeled gravity was interpolated from observed gravity values.
 NG0489
 NG0489;                    North         East    Units  Estimated Accuracy
 NG0489;SPC MI S     -    91,320.    3,857,130.      MT  (+/- 180 meters Scaled)
 NG0489
 NG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM741844(NAD 83)
 NG0489
 NG0489                          SUPERSEDED SURVEY CONTROL
 NG0489
 NG0489  NGVD 29 (01/19/93)  204.764  (m)          671.80   (f) ADJUSTED    1 2
 NG0489
 NG0489.Superseded values are not recommended for survey control.
 NG0489
 NG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0489.See file dsdata.pdf to determine how the superseded data were derived.
 NG0489
 NG0489_MARKER: I = METAL ROD
 NG0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0489_STAMPING: C 334 1985
 NG0489_MARK LOGO: NGS
 NG0489_PROJECTION: RECESSED 1 CENTIMETERS
 NG0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0489_ROD/PIPE-DEPTH: 12.8 meters
 NG0489
 NG0489  HISTORY     - Date     Condition        Report By
 NG0489  HISTORY     - 1985     MONUMENTED       NGS
 NG0489  HISTORY     - 20000802 MARK NOT FOUND   MI-159
 NG0489
 NG0489                          STATION DESCRIPTION
 NG0489
 NG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0489'13.6 KM (8.45 MI) SOUTH FROM GRAND JUNCTION.
 NG0489'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0489'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 2.3 KM (1.45 MI)
 NG0489'WESTERLY ALONG STATE HIGHWAY 43, 14.7 M (48.2 FT) NORTH OF THE CENTER
 NG0489'OF ARLINGTON STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE
 NG0489'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF UTILITY POLE NUMBER 311266.
 NG0489'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0489'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 NG0489'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NG0489
 NG0489                          STATION RECOVERY (2000)
 NG0489
 NG0489'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0489'COULD NOT FIND SURVEY MARKER. THIS MARKER COULD BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0465 ***********************************************************************
 NG0465  DESIGNATION -  C 335
 NG0465  PID         -  NG0465
 NG0465  STATE/COUNTY-  MI/BERRIEN
 NG0465  COUNTRY     -  US
 NG0465  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0465
 NG0465                         *CURRENT SURVEY CONTROL
 NG0465  ______________________________________________________________________
 NG0465* NAD 83(1986) POSITION- 42 07 55.     (N) 086 24 13.     (W)   SCALED
 NG0465* NAVD 88 ORTHO HEIGHT -   195.533 (meters)      641.51  (feet) ADJUSTED
 NG0465  ______________________________________________________________________
 NG0465  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 NG0465  DYNAMIC HEIGHT  -        195.468 (meters)      641.30  (feet) COMP
 NG0465  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 NG0465
 NG0465  VERT ORDER      -  FIRST     CLASS II
 NG0465
 NG0465.The horizontal coordinates were scaled from a map and have
 NG0465.an estimated accuracy of +/- 6 seconds.
 NG0465
 NG0465.The orthometric height was determined by differential leveling and
 NG0465.adjusted by the NATIONAL GEODETIC SURVEY
 NG0465.in January 2009.
 NG0465
 NG0465.No vertical observational check was made to the station.
 NG0465
 NG0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0465.GEOID18 height accuracy estimate available here.
 NG0465
 NG0465.Click photographs - Photos may exist for this station.
 NG0465
 NG0465.The dynamic height is computed by dividing the NAVD 88
 NG0465.geopotential number by the normal gravity value computed on the
 NG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0465.degrees latitude (g = 980.6199 gals.).
 NG0465
 NG0465.The modeled gravity was interpolated from observed gravity values.
 NG0465
 NG0465;                    North         East    Units  Estimated Accuracy
 NG0465;SPC MI S     -    72,230.    3,831,600.      MT  (+/- 180 meters Scaled)
 NG0465
 NG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM492645(NAD 83)
 NG0465
 NG0465                          SUPERSEDED SURVEY CONTROL
 NG0465
 NG0465  NAVD 88 (06/15/91)  195.543  (m)          641.54   (f) SUPERSEDED  1 2
 NG0465  NGVD 29 (01/19/93)  195.696  (m)          642.05   (f) ADJUSTED    1 2
 NG0465
 NG0465.Superseded values are not recommended for survey control.
 NG0465
 NG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0465.See file dsdata.pdf to determine how the superseded data were derived.
 NG0465
 NG0465_MARKER: F = FLANGE-ENCASED ROD
 NG0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0465_STAMPING: C 335 1985
 NG0465_MARK LOGO: NGS
 NG0465_PROJECTION: RECESSED 2 CENTIMETERS
 NG0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0465+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 NG0465_ROD/PIPE-DEPTH: 7.3 meters
 NG0465
 NG0465  HISTORY     - Date     Condition        Report By
 NG0465  HISTORY     - 1985     MONUMENTED       NGS
 NG0465  HISTORY     - 20080528 GOOD             COLEM
 NG0465
 NG0465                          STATION DESCRIPTION
 NG0465
 NG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0465'IN BENTON HEIGHTS.
 NG0465'IN BENTON HEIGHTS, AT THE INTERSECTION OF RED ARROW HIGHWAY AND
 NG0465'MCINTOSH STREET, 20.5 M (67.3 FT) SOUTHWEST OF A FENCE, 11.4 M (37.4
 NG0465'FT) NORTHEAST OF THE EXTENDED CENTER OF THE STREET, 10.5 M (34.4 FT)
 NG0465'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT)
 NG0465'NORTHEAST OF UTILITY POLE NUMBER B 176-9.  NOTE--ACCESS TO DATUM POINT
 NG0465'IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0465'THE MARK IS 1.2 METERS  NE FROM  A WITNESS POST
 NG0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NG0465
 NG0465                          STATION RECOVERY (2008)
 NG0465
 NG0465'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NG0465'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION, THE STATION
 NG0465'IS 1.0 M (3.3 FT) EAST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1028 ***********************************************************************
 NE1028  DESIGNATION -  C 337
 NE1028  PID         -  NE1028
 NE1028  STATE/COUNTY-  MI/WASHTENAW
 NE1028  COUNTRY     -  US
 NE1028  USGS QUAD   -  YPSILANTI EAST (2017)
 NE1028
 NE1028                         *CURRENT SURVEY CONTROL
 NE1028  ______________________________________________________________________
 NE1028* NAD 83(1986) POSITION- 42 13 05.     (N) 083 32 45.     (W)   SCALED
 NE1028* NAVD 88 ORTHO HEIGHT -   217.615 (meters)      713.96  (feet) ADJUSTED
 NE1028  ______________________________________________________________________
 NE1028  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 NE1028  DYNAMIC HEIGHT  -        217.546 (meters)      713.73  (feet) COMP
 NE1028  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 NE1028
 NE1028  VERT ORDER      -  FIRST     CLASS II
 NE1028
 NE1028.The horizontal coordinates were scaled from a map and have
 NE1028.an estimated accuracy of +/- 6 seconds.
 NE1028
 NE1028.The orthometric height was determined by differential leveling and
 NE1028.adjusted by the NATIONAL GEODETIC SURVEY
 NE1028.in June 1991.
 NE1028
 NE1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1028.GEOID18 height accuracy estimate available here.
 NE1028
 NE1028.Click photographs - Photos may exist for this station.
 NE1028
 NE1028.The dynamic height is computed by dividing the NAVD 88
 NE1028.geopotential number by the normal gravity value computed on the
 NE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1028.degrees latitude (g = 980.6199 gals.).
 NE1028
 NE1028.The modeled gravity was interpolated from observed gravity values.
 NE1028
 NE1028;                    North         East    Units  Estimated Accuracy
 NE1028;SPC MI S     -    80,090.    4,067,770.      MT  (+/- 180 meters Scaled)
 NE1028
 NE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG898771(NAD 83)
 NE1028
 NE1028                          SUPERSEDED SURVEY CONTROL
 NE1028
 NE1028  NGVD 29 (01/19/93)  217.745  (m)          714.39   (f) ADJUSTED    1 2
 NE1028
 NE1028.Superseded values are not recommended for survey control.
 NE1028
 NE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1028.See file dsdata.pdf to determine how the superseded data were derived.
 NE1028
 NE1028_MARKER: DV = VERTICAL CONTROL DISK
 NE1028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1028_SP_SET: PIER
 NE1028_STAMPING: C 337 1985
 NE1028_MARK LOGO: NGS
 NE1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1028
 NE1028  HISTORY     - Date     Condition        Report By
 NE1028  HISTORY     - 1985     MONUMENTED       NGS
 NE1028
 NE1028                          STATION DESCRIPTION
 NE1028
 NE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1028'22.0 KM (13.7 MI) EAST FROM ANN ARBOR.
 NE1028'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1028'HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.6 MI) EASTERLY ALONG
 NE1028'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE EAST FACE OF THE MOST
 NE1028'EASTERLY 1 OF 8  COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 NE1028'OF RAWSONVILLE ROAD OVERPASS OF THE HIGHWAY, AND 15.5 M (50.9 FT)
 NE1028'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1028'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1004 ***********************************************************************
 NE1004  DESIGNATION -  C 338
 NE1004  PID         -  NE1004
 NE1004  STATE/COUNTY-  MI/WAYNE
 NE1004  COUNTRY     -  US
 NE1004  USGS QUAD   -  DEARBORN (2017)
 NE1004
 NE1004                         *CURRENT SURVEY CONTROL
 NE1004  ______________________________________________________________________
 NE1004* NAD 83(1986) POSITION- 42 17 34.5    (N) 083 08 17.1    (W)   HD_HELD2
 NE1004* NAVD 88 ORTHO HEIGHT -   176.131 (meters)      577.86  (feet) ADJUSTED
 NE1004  ______________________________________________________________________
 NE1004  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 NE1004  DYNAMIC HEIGHT  -        176.078 (meters)      577.68  (feet) COMP
 NE1004  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 NE1004
 NE1004  VERT ORDER      -  FIRST     CLASS II
 NE1004
 NE1004.The horizontal coordinates were established by autonomous hand held GPS
 NE1004.observations and have an estimated accuracy of +/- 10 meters.
 NE1004
 NE1004.The orthometric height was determined by differential leveling and
 NE1004.adjusted by the NATIONAL GEODETIC SURVEY
 NE1004.in June 1991.
 NE1004
 NE1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1004.GEOID18 height accuracy estimate available here.
 NE1004
 NE1004.Click photographs - Photos may exist for this station.
 NE1004
 NE1004.The dynamic height is computed by dividing the NAVD 88
 NE1004.geopotential number by the normal gravity value computed on the
 NE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1004.degrees latitude (g = 980.6199 gals.).
 NE1004
 NE1004.The modeled gravity was interpolated from observed gravity values.
 NE1004
 NE1004;                    North         East    Units  Estimated Accuracy
 NE1004;SPC MI S     -    88,815.    4,101,313.      MT  (+/- 10 meters HH2 GPS)
 NE1004
 NE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2373984512(NAD 83)
 NE1004
 NE1004                          SUPERSEDED SURVEY CONTROL
 NE1004
 NE1004  NGVD 29 (01/19/93)  176.297  (m)          578.40   (f) ADJUSTED    1 2
 NE1004
 NE1004.Superseded values are not recommended for survey control.
 NE1004
 NE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1004.See file dsdata.pdf to determine how the superseded data were derived.
 NE1004
 NE1004_MARKER: DV = VERTICAL CONTROL DISK
 NE1004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1004_SP_SET: PIER
 NE1004_STAMPING: C 338 1985
 NE1004_MARK LOGO: NGS
 NE1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1004+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 NE1004
 NE1004  HISTORY     - Date     Condition        Report By
 NE1004  HISTORY     - 1985     MONUMENTED       NGS
 NE1004  HISTORY     - 20020511 GOOD             OHM
 NE1004  HISTORY     - 20140930 GOOD             INDIV
 NE1004  HISTORY     - 20150729 GOOD             INDIV
 NE1004
 NE1004                          STATION DESCRIPTION
 NE1004
 NE1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1004'IN DETROIT.
 NE1004'IN DETROIT, AT THE INTERSECTION OF DEARBORN AVENUE AND FORT STREET,
 NE1004'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 15
 NE1004'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF A RAILROAD
 NE1004'OVERPASS OF THE STREET, 128.0 M (419.9 FT) SOUTHWEST OF THE CENTER OF
 NE1004'THE AVENUE, 19.2 M (63.0 FT) NORTHEAST OF THE CENTER OF THE OVERPASS,
 NE1004'AND 7.4 M (24.3 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND
 NE1004'LANES OF THE STREET.
 NE1004'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1004
 NE1004                          STATION RECOVERY (2002)
 NE1004
 NE1004'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1004'RECOVERED AS DESCRIBED
 NE1004
 NE1004                          STATION RECOVERY (2014)
 NE1004
 NE1004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JK)
 NE1004'RECOVERED IN GOOD CONDITION.
 NE1004
 NE1004                          STATION RECOVERY (2015)
 NE1004
 NE1004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1004'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0724 ***********************************************************************
 RJ0724  DESIGNATION -  C 339
 RJ0724  PID         -  RJ0724
 RJ0724  STATE/COUNTY-  MI/CHIPPEWA
 RJ0724  COUNTRY     -  US
 RJ0724  USGS QUAD   -  MUNUSCONG (2017)
 RJ0724
 RJ0724                         *CURRENT SURVEY CONTROL
 RJ0724  ______________________________________________________________________
 RJ0724* NAD 83(1986) POSITION- 46 09 31.     (N) 084 11 42.     (W)   SCALED
 RJ0724* NAVD 88 ORTHO HEIGHT -   189.150 (meters)      620.57  (feet) ADJUSTED
 RJ0724  ______________________________________________________________________
 RJ0724  GEOID HEIGHT    -        -36.420 (meters)                     GEOID18
 RJ0724  DYNAMIC HEIGHT  -        189.157 (meters)      620.59  (feet) COMP
 RJ0724  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 RJ0724
 RJ0724  VERT ORDER      -  SECOND    CLASS I
 RJ0724
 RJ0724.The horizontal coordinates were scaled from a map and have
 RJ0724.an estimated accuracy of +/- 6 seconds.
 RJ0724
 RJ0724.The orthometric height was determined by differential leveling and
 RJ0724.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0724.in June 1991.
 RJ0724
 RJ0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0724.GEOID18 height accuracy estimate available here.
 RJ0724
 RJ0724.Click photographs - Photos may exist for this station.
 RJ0724
 RJ0724.The dynamic height is computed by dividing the NAVD 88
 RJ0724.geopotential number by the normal gravity value computed on the
 RJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0724.degrees latitude (g = 980.6199 gals.).
 RJ0724
 RJ0724.The modeled gravity was interpolated from observed gravity values.
 RJ0724
 RJ0724;                    North         East    Units  Estimated Accuracy
 RJ0724;SPC MI N     -   156,690.    8,216,600.      MT  (+/- 180 meters Scaled)
 RJ0724
 RJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS165154(NAD 83)
 RJ0724
 RJ0724                          SUPERSEDED SURVEY CONTROL
 RJ0724
 RJ0724.No superseded survey control is available for this station.
 RJ0724
 RJ0724_MARKER: DB = BENCH MARK DISK
 RJ0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0724_STAMPING: C 339 1986
 RJ0724_MARK LOGO: NOS
 RJ0724_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0724_ROD/PIPE-DEPTH: 5.5 meters
 RJ0724
 RJ0724  HISTORY     - Date     Condition        Report By
 RJ0724  HISTORY     - 1986     MONUMENTED       NOS
 RJ0724  HISTORY     - 1986     MARK NOT FOUND   NOS
 RJ0724
 RJ0724                          STATION DESCRIPTION
 RJ0724
 RJ0724'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0724'12.7 KM (7.9 MI) EAST FROM PICKFORD.
 RJ0724'12.7 KM (7.9 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0724'PICKFORD, 10.4 M (34.1 FT) NORTHWEST OF A 12-INCH OAK TREE WITH A
 RJ0724'WITNESS NAIL, 6.1 M (20.0 FT) SOUTH OF THE ROAD CENTERLINE, AND 3.8 M
 RJ0724'(12.5 FT) NORTH OF A UTILITY POLE.
 RJ0724
 RJ0724                          STATION RECOVERY (1986)
 RJ0724
 RJ0724'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0010 ***********************************************************************
 NE0010  DESIGNATION -  C 34 USLS
 NE0010  PID         -  NE0010
 NE0010  STATE/COUNTY-  MI/ST CLAIR
 NE0010  COUNTRY     -  US
 NE0010  USGS QUAD   -  ST. CLAIR (2017)
 NE0010
 NE0010                         *CURRENT SURVEY CONTROL
 NE0010  ______________________________________________________________________
 NE0010* NAD 83(1986) POSITION- 42 47 37.65   (N) 082 28 51.06   (W)   HD_HELD1
 NE0010* NAVD 88 ORTHO HEIGHT -   178.307 (meters)      585.00  (feet) ADJUSTED
 NE0010  ______________________________________________________________________
 NE0010  GEOID HEIGHT    -        -35.000 (meters)                     GEOID18
 NE0010  DYNAMIC HEIGHT  -        178.259 (meters)      584.84  (feet) COMP
 NE0010  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 NE0010
 NE0010  VERT ORDER      -  FIRST     CLASS 0
 NE0010
 NE0010.The horizontal coordinates were determined by differentially corrected
 NE0010.hand held GPS observations or other comparable positioning techniques
 NE0010.and have an estimated accuracy of +/- 3 meters.
 NE0010
 NE0010.The orthometric height was determined by differential leveling and
 NE0010.adjusted by the NATIONAL GEODETIC SURVEY
 NE0010.in June 1991.
 NE0010
 NE0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0010.GEOID18 height accuracy estimate available here.
 NE0010
 NE0010.Click photographs - Photos may exist for this station.
 NE0010
 NE0010.The dynamic height is computed by dividing the NAVD 88
 NE0010.geopotential number by the normal gravity value computed on the
 NE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0010.degrees latitude (g = 980.6199 gals.).
 NE0010
 NE0010.The modeled gravity was interpolated from observed gravity values.
 NE0010
 NE0010;                    North         East    Units  Estimated Accuracy
 NE0010;SPC MI S     -   145,438.5   4,154,257.5     MT  (+/- 3 meters HH1 GPS) 
 NE0010
 NE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7889438979(NAD 83)
 NE0010
 NE0010                          SUPERSEDED SURVEY CONTROL
 NE0010
 NE0010  NGVD 29 (11/26/84)  178.434  (m)          585.41   (f) ADJUSTED    1 0
 NE0010
 NE0010.Superseded values are not recommended for survey control.
 NE0010
 NE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0010.See file dsdata.pdf to determine how the superseded data were derived.
 NE0010
 NE0010_MARKER: DD = SURVEY DISK
 NE0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0010_SP_SET: BRIDGE
 NE0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0010
 NE0010  HISTORY     - Date     Condition        Report By
 NE0010  HISTORY     - 1929     MONUMENTED       USLS
 NE0010  HISTORY     - 1970     GOOD             USLS
 NE0010  HISTORY     - 1980     GOOD             NGS
 NE0010  HISTORY     - 1983     GOOD             USPSQD
 NE0010  HISTORY     - 19990605 GOOD             USPSQD
 NE0010  HISTORY     - 20050410 POOR             USPSQD
 NE0010
 NE0010                          STATION DESCRIPTION
 NE0010
 NE0010'DESCRIBED BY US LAKE SURVEY 1970
 NE0010'1.8 MI S FROM ST CLAIR.
 NE0010'C 34 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.8 MILES SOUTH
 NE0010'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR,
 NE0010'ON THE RIVER SIDE OF HIGHWAY M-29, ON TOP OF BUTTRESS AT
 NE0010'NORTHEAST CORNER OF BRIDGE OVER A CREEK, BEING HIGHEST POINT
 NE0010'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0010'NOTE-- PREV. DESIG. BM C 34 1929
 NE0010
 NE0010                          STATION RECOVERY (1980)
 NE0010
 NE0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0010'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG STATE HIGHWAY 29 FROM THE
 NE0010'OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER
 NE0010'IN ST CLAIR, SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 NE0010'A LARGE CONCRETE CULVERT UNDER HIGHWAY 29, 6.4 METERS (21 FEET)
 NE0010'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 0.18 METERS (0.6 FEET)
 NE0010'EAST OF THE EAST HEADWALL OF THE CULVERT.
 NE0010'THE MARK IS 0.3 M BELOW HIGHWAY.
 NE0010
 NE0010                          STATION RECOVERY (1983)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0010'ABOUT 2 MILES SOUTH ALONG HIGHWAY M-29 FROM THE OPERATION HOUSE OF
 NE0010'THE M-29 DRAW BRIDGE OVER THE PINE RIVER IN ST. CLAIR, SET IN THE TOP
 NE0010'OF THE NORTH END OF THE EAST ABUTMENT OF A LARGE CONCRETE CULVERT
 NE0010'UNDER HIGHWAY M 29, 21 FEET EAST OF THE CENTERLINE , 0.6 FEET EAST OF
 NE0010'THE EAST HEADWALL OF THE CULVERT. 0.3 METERS BELOW THE HIGHWAY.
 NE0010
 NE0010                          STATION RECOVERY (1999)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0010'RECOVERED IN GOOD CONDITION.
 NE0010
 NE0010                          STATION RECOVERY (2005)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0010'MARK FOUND IN POOR CONDITION.  ABUTMENT MARK IS SET IN IS DAMAGED AND
 NE0010'CONCRETE IS CRUMBLING AWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5045 ***********************************************************************
 AA5045  DESIGNATION -  C 340
 AA5045  PID         -  AA5045
 AA5045  STATE/COUNTY-  MI/MASON
 AA5045  COUNTRY     -  US
 AA5045  USGS QUAD   -  CUSTER (2017)
 AA5045
 AA5045                         *CURRENT SURVEY CONTROL
 AA5045  ______________________________________________________________________
 AA5045* NAD 83(1986) POSITION- 43 57 12.74   (N) 086 09 26.86   (W)   HD_HELD1
 AA5045* NAVD 88 ORTHO HEIGHT -   206.572 (meters)      677.73  (feet) ADJUSTED
 AA5045  ______________________________________________________________________
 AA5045  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 AA5045  DYNAMIC HEIGHT  -        206.537 (meters)      677.61  (feet) COMP
 AA5045  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 AA5045
 AA5045  VERT ORDER      -  FIRST     CLASS II
 AA5045
 AA5045.The horizontal coordinates were determined by differentially corrected
 AA5045.hand held GPS observations or other comparable positioning techniques
 AA5045.and have an estimated accuracy of +/- 3 meters.
 AA5045
 AA5045.The orthometric height was determined by differential leveling and
 AA5045.adjusted by the NATIONAL GEODETIC SURVEY
 AA5045.in January 2002.
 AA5045
 AA5045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5045.GEOID18 height accuracy estimate available here.
 AA5045
 AA5045.Click photographs - Photos may exist for this station.
 AA5045
 AA5045.The dynamic height is computed by dividing the NAVD 88
 AA5045.geopotential number by the normal gravity value computed on the
 AA5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5045.degrees latitude (g = 980.6199 gals.).
 AA5045
 AA5045.The modeled gravity was interpolated from observed gravity values.
 AA5045
 AA5045;                    North         East    Units  Estimated Accuracy
 AA5045;SPC MI C     -    72,359.1   5,856,258.1     MT  (+/- 3 meters HH1 GPS) 
 AA5045
 AA5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6760267057(NAD 83)
 AA5045
 AA5045                          SUPERSEDED SURVEY CONTROL
 AA5045
 AA5045.No superseded survey control is available for this station.
 AA5045
 AA5045_MARKER: F = FLANGE-ENCASED ROD
 AA5045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5045_STAMPING: C 340 1992
 AA5045_MARK LOGO: NGS
 AA5045_PROJECTION: FLUSH
 AA5045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5045+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2025
 AA5045_ROD/PIPE-DEPTH: 4.9 meters
 AA5045
 AA5045  HISTORY     - Date     Condition        Report By
 AA5045  HISTORY     - 1992     MONUMENTED       NGS
 AA5045  HISTORY     - 20031010 GOOD             USPSQD
 AA5045  HISTORY     - 20200727 GOOD             MIDT
 AA5045  HISTORY     - 20250716 GOOD             MIDT
 AA5045
 AA5045                          STATION DESCRIPTION
 AA5045
 AA5045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5045'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5045'IN CUSTER, 176.8 M (580.1 FT) EAST OF THE EXTENDED CENTER OF
 AA5045'SCHOENHERR ROAD, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.6
 AA5045'M (15.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M
 AA5045'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AA5045'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AA5045'A 5-INCH LOGO CAP.
 AA5045
 AA5045                          STATION RECOVERY (2003)
 AA5045
 AA5045'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5045'RECOVERED IN GOOD CONDITION.
 AA5045
 AA5045                          STATION RECOVERY (2020)
 AA5045
 AA5045'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AA5045'RECOVERED IN GOOD CONDITION.
 AA5045
 AA5045                          STATION RECOVERY (2025)
 AA5045
 AA5045'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA5045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7867 ***********************************************************************
 AH7867  DESIGNATION -  C 341
 AH7867  PID         -  AH7867
 AH7867  STATE/COUNTY-  MI/OSCEOLA
 AH7867  COUNTRY     -  US
 AH7867  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7867
 AH7867                         *CURRENT SURVEY CONTROL
 AH7867  ______________________________________________________________________
 AH7867* NAD 83(1986) POSITION- 43 49 46.     (N) 085 30 13.     (W)   SCALED
 AH7867* NAVD 88 ORTHO HEIGHT -   328.659 (meters)     1078.28  (feet) ADJUSTED
 AH7867  ______________________________________________________________________
 AH7867  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 AH7867  DYNAMIC HEIGHT  -        328.605 (meters)     1078.10  (feet) COMP
 AH7867  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 AH7867
 AH7867  VERT ORDER      -  FIRST     CLASS II
 AH7867
 AH7867.The horizontal coordinates were scaled from a map and have
 AH7867.an estimated accuracy of +/- 6 seconds.
 AH7867
 AH7867.The orthometric height was determined by differential leveling and
 AH7867.adjusted by the NATIONAL GEODETIC SURVEY
 AH7867.in January 2002.
 AH7867
 AH7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7867.GEOID18 height accuracy estimate available here.
 AH7867
 AH7867.Click photographs - Photos may exist for this station.
 AH7867
 AH7867.The dynamic height is computed by dividing the NAVD 88
 AH7867.geopotential number by the normal gravity value computed on the
 AH7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7867.degrees latitude (g = 980.6199 gals.).
 AH7867
 AH7867.The modeled gravity was interpolated from observed gravity values.
 AH7867
 AH7867;                    North         East    Units  Estimated Accuracy
 AH7867;SPC MI C     -    57,620.    5,908,540.      MT  (+/- 180 meters Scaled)
 AH7867
 AH7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP203540(NAD 83)
 AH7867
 AH7867                          SUPERSEDED SURVEY CONTROL
 AH7867
 AH7867.No superseded survey control is available for this station.
 AH7867
 AH7867_MARKER: I = METAL ROD
 AH7867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7867_STAMPING: C 341 1992
 AH7867_MARK LOGO: NGS
 AH7867_PROJECTION: FLUSH
 AH7867_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7867+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7867_ROD/PIPE-DEPTH: 13.7 meters
 AH7867
 AH7867  HISTORY     - Date     Condition        Report By
 AH7867  HISTORY     - 1992     MONUMENTED       NGS
 AH7867
 AH7867                          STATION DESCRIPTION
 AH7867
 AH7867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7867'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7867'IN REED CITY, THENCE 5.3 KM (3.30 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7867'131 BUSINESS, 46.1 M (151.2 FT) WEST OF THE HIGHWAY CENTERLINE, 11.0 M
 AH7867'(36.1 FT) SOUTH OF THE CENTER OF ONE MILE ROAD, 1.6 M (5.2 FT) ABOVE
 AH7867'THE LEVEL OF THE ROAD, 1.5 M (4.9 FT) EAST OF A UTILITY POLE, AND 0.4
 AH7867'M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7867'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7895 ***********************************************************************
 AH7895  DESIGNATION -  C 342
 AH7895  PID         -  AH7895
 AH7895  STATE/COUNTY-  MI/MECOSTA
 AH7895  COUNTRY     -  US
 AH7895  USGS QUAD   -  BLANCHARD (2017)
 AH7895
 AH7895                         *CURRENT SURVEY CONTROL
 AH7895  ______________________________________________________________________
 AH7895* NAD 83(1986) POSITION- 43 35 43.     (N) 085 06 20.     (W)   SCALED
 AH7895* NAVD 88 ORTHO HEIGHT -   318.191 (meters)     1043.93  (feet) ADJUSTED
 AH7895  ______________________________________________________________________
 AH7895  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 AH7895  DYNAMIC HEIGHT  -        318.132 (meters)     1043.74  (feet) COMP
 AH7895  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 AH7895
 AH7895  VERT ORDER      -  FIRST     CLASS II
 AH7895
 AH7895.The horizontal coordinates were scaled from a map and have
 AH7895.an estimated accuracy of +/- 6 seconds.
 AH7895
 AH7895.The orthometric height was determined by differential leveling and
 AH7895.adjusted by the NATIONAL GEODETIC SURVEY
 AH7895.in January 2002.
 AH7895
 AH7895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7895.GEOID18 height accuracy estimate available here.
 AH7895
 AH7895.Click photographs - Photos may exist for this station.
 AH7895
 AH7895.The dynamic height is computed by dividing the NAVD 88
 AH7895.geopotential number by the normal gravity value computed on the
 AH7895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7895.degrees latitude (g = 980.6199 gals.).
 AH7895
 AH7895.The modeled gravity was interpolated from observed gravity values.
 AH7895
 AH7895;                    North         East    Units  Estimated Accuracy
 AH7895;SPC MI S     -   233,010.    3,940,340.      MT  (+/- 180 meters Scaled)
 AH7895
 AH7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP529286(NAD 83)
 AH7895
 AH7895                          SUPERSEDED SURVEY CONTROL
 AH7895
 AH7895.No superseded survey control is available for this station.
 AH7895
 AH7895_MARKER: F = FLANGE-ENCASED ROD
 AH7895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7895_STAMPING: C 342 1992
 AH7895_MARK LOGO: NGS
 AH7895_PROJECTION: RECESSED 3 CENTIMETERS
 AH7895_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7895+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 AH7895_ROD/PIPE-DEPTH: 7.6 meters
 AH7895
 AH7895  HISTORY     - Date     Condition        Report By
 AH7895  HISTORY     - 1992     MONUMENTED       NGS
 AH7895  HISTORY     - 20070519 GOOD             MIDT
 AH7895  HISTORY     - 20230613 MARK NOT FOUND   MIDT
 AH7895
 AH7895                          STATION DESCRIPTION
 AH7895
 AH7895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7895'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7895'IN REMUS, 49.7 M (163.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.4 M
 AH7895'(24.3 FT) EAST OF THE CENTER OF 10TH AVENUE, 1.4 M (4.6 FT) NORTH OF A
 AH7895'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AH7895'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AH7895'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7895
 AH7895                          STATION RECOVERY (2007)
 AH7895
 AH7895'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AWS)
 AH7895'RECOVERED AS DESCRIBED.  NOTE--WITNESS POST HAS BEEN DESTROYED.
 AH7895
 AH7895                          STATION RECOVERY (2023)
 AH7895
 AH7895'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 AH7895'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7911 ***********************************************************************
 AH7911  DESIGNATION -  C 343
 AH7911  PID         -  AH7911
 AH7911  STATE/COUNTY-  MI/MONTCALM
 AH7911  COUNTRY     -  US
 AH7911  USGS QUAD   -  STANTON (2017)
 AH7911
 AH7911                         *CURRENT SURVEY CONTROL
 AH7911  ______________________________________________________________________
 AH7911* NAD 83(1986) POSITION- 43 18 47.4    (N) 085 02 40.4    (W)   HD_HELD2
 AH7911* NAVD 88 ORTHO HEIGHT -   293.669 (meters)      963.48  (feet) ADJUSTED
 AH7911  ______________________________________________________________________
 AH7911  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 AH7911  DYNAMIC HEIGHT  -        293.613 (meters)      963.30  (feet) COMP
 AH7911  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 AH7911
 AH7911  VERT ORDER      -  FIRST     CLASS II
 AH7911
 AH7911.The horizontal coordinates were established by autonomous hand held GPS
 AH7911.observations and have an estimated accuracy of +/- 10 meters.
 AH7911
 AH7911.The orthometric height was determined by differential leveling and
 AH7911.adjusted by the NATIONAL GEODETIC SURVEY
 AH7911.in January 2002.
 AH7911
 AH7911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7911.GEOID18 height accuracy estimate available here.
 AH7911
 AH7911.Click photographs - Photos may exist for this station.
 AH7911
 AH7911.The dynamic height is computed by dividing the NAVD 88
 AH7911.geopotential number by the normal gravity value computed on the
 AH7911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7911.degrees latitude (g = 980.6199 gals.).
 AH7911
 AH7911.The modeled gravity was interpolated from observed gravity values.
 AH7911
 AH7911;                    North         East    Units  Estimated Accuracy
 AH7911;SPC MI S     -   201,627.    3,945,010.      MT  (+/- 10 meters HH2 GPS)
 AH7911
 AH7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5857597449(NAD 83)
 AH7911
 AH7911                          SUPERSEDED SURVEY CONTROL
 AH7911
 AH7911.No superseded survey control is available for this station.
 AH7911
 AH7911_MARKER: F = FLANGE-ENCASED ROD
 AH7911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7911_STAMPING: C 343 1992
 AH7911_MARK LOGO: NGS
 AH7911_PROJECTION: FLUSH
 AH7911_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7911+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 AH7911_ROD/PIPE-DEPTH: 7.8 meters
 AH7911
 AH7911  HISTORY     - Date     Condition        Report By
 AH7911  HISTORY     - 1992     MONUMENTED       NGS
 AH7911  HISTORY     - 20160614 GOOD             MIDT
 AH7911
 AH7911                          STATION DESCRIPTION
 AH7911
 AH7911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7911'2.8 KM (1.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7911'STANTON, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG WYMAN ROAD, 13.2 M
 AH7911'(43.3 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY, 10.2 M (33.5 FT)
 AH7911'WEST OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AH7911'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AH7911'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7911
 AH7911                          STATION RECOVERY (2016)
 AH7911
 AH7911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AH7911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8450 ***********************************************************************
 AH8450  DESIGNATION -  C 344
 AH8450  PID         -  AH8450
 AH8450  STATE/COUNTY-  MI/ST JOSEPH
 AH8450  COUNTRY     -  US
 AH8450  USGS QUAD   -  CONSTANTINE (2017)
 AH8450
 AH8450                         *CURRENT SURVEY CONTROL
 AH8450  ______________________________________________________________________
 AH8450* NAD 83(1986) POSITION- 41 50 06.     (N) 085 38 54.     (W)   SCALED
 AH8450* NAVD 88 ORTHO HEIGHT -   243.100 (meters)      797.57  (feet) ADJUSTED
 AH8450  ______________________________________________________________________
 AH8450  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 AH8450  DYNAMIC HEIGHT  -        243.014 (meters)      797.29  (feet) COMP
 AH8450  MODELED GRAVITY -    980,262.2   (mgal)                       NAVD 88
 AH8450
 AH8450  VERT ORDER      -  FIRST     CLASS II
 AH8450
 AH8450.The horizontal coordinates were scaled from a map and have
 AH8450.an estimated accuracy of +/- 6 seconds.
 AH8450
 AH8450.The orthometric height was determined by differential leveling and
 AH8450.adjusted by the NATIONAL GEODETIC SURVEY
 AH8450.in March 2005.
 AH8450
 AH8450.No vertical observational check was made to the station.
 AH8450
 AH8450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8450.GEOID18 height accuracy estimate available here.
 AH8450
 AH8450.Click photographs - Photos may exist for this station.
 AH8450
 AH8450.The dynamic height is computed by dividing the NAVD 88
 AH8450.geopotential number by the normal gravity value computed on the
 AH8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8450.degrees latitude (g = 980.6199 gals.).
 AH8450
 AH8450.The modeled gravity was interpolated from observed gravity values.
 AH8450
 AH8450;                    North         East    Units  Estimated Accuracy
 AH8450;SPC MI S     -    38,020.    3,893,540.      MT  (+/- 180 meters Scaled)
 AH8450
 AH8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM122323(NAD 83)
 AH8450
 AH8450                          SUPERSEDED SURVEY CONTROL
 AH8450
 AH8450.No superseded survey control is available for this station.
 AH8450
 AH8450_MARKER: F = FLANGE-ENCASED ROD
 AH8450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8450_STAMPING: C 344 1992
 AH8450_MARK LOGO: NGS
 AH8450_PROJECTION: FLUSH
 AH8450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8450+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8450_ROD/PIPE-DEPTH: 15.3 meters
 AH8450
 AH8450  HISTORY     - Date     Condition        Report By
 AH8450  HISTORY     - 1992     MONUMENTED       NGS
 AH8450  HISTORY     - 20010529 GOOD             NGS
 AH8450  HISTORY     - 20061003 GOOD             ASCPC
 AH8450
 AH8450                          STATION DESCRIPTION
 AH8450
 AH8450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8450'IN CONSTANTINE, AT THE INTERSECTION OF SOUTH WASHINGTON (U.S. HIGHWAY
 AH8450'131) AND CLINTON STREETS, 43.4 M (142.4 FT) SOUTHWEST OF THE
 AH8450'CENTERLINE OF WASHINGTON STREET, 13.4 M (44.0 FT) NORTH OF THE NORTH
 AH8450'CRNER OF A HOUSE AT 150 CLINTON STREET, 5.3 M (17.4 FT) SOUTHEAST OF
 AH8450'AND LEVEL WITH THE CENTER OF CLINTON STREET, 2.1 M (6.9 FT) SOUTHWEST
 AH8450'OF A WITNESS POST AND GUY CABLE ANCHOR, AND 1.3 M (4.3 FT) NORTHEAST
 AH8450'OF UTILITY POLE NUMBER S 489C-53 WITH 2 GUY CABLES.  NOTE--ACCESS TO
 AH8450'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8450
 AH8450                          STATION RECOVERY (2001)
 AH8450
 AH8450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8450'RECOVERED IN GOOD CONDITION.  NOTE-- - ADD-- STATION IS ONE BETWEEN A
 AH8450'UTILITY POLE AND A GUY CABLE ANCHOR BY  WITNESS POST AND IS ABOUT
 AH8450'6-INCHES UNDERGROUND.
 AH8450
 AH8450                          STATION RECOVERY (2006)
 AH8450
 AH8450'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2006
 AH8450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8418 ***********************************************************************
 AH8418  DESIGNATION -  C 345
 AH8418  PID         -  AH8418
 AH8418  STATE/COUNTY-  MI/KALAMAZOO
 AH8418  COUNTRY     -  US
 AH8418  USGS QUAD   -  PORTAGE (2017)
 AH8418
 AH8418                         *CURRENT SURVEY CONTROL
 AH8418  ______________________________________________________________________
 AH8418* NAD 83(1986) POSITION- 42 12 55.     (N) 085 34 28.     (W)   SCALED
 AH8418* NAVD 88 ORTHO HEIGHT -   259.369 (meters)      850.95  (feet) ADJUSTED
 AH8418  ______________________________________________________________________
 AH8418  GEOID HEIGHT    -        -33.048 (meters)                     GEOID18
 AH8418  DYNAMIC HEIGHT  -        259.288 (meters)      850.68  (feet) COMP
 AH8418  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 AH8418
 AH8418  VERT ORDER      -  FIRST     CLASS II
 AH8418
 AH8418.The horizontal coordinates were scaled from a map and have
 AH8418.an estimated accuracy of +/- 6 seconds.
 AH8418
 AH8418.The orthometric height was determined by differential leveling and
 AH8418.adjusted by the NATIONAL GEODETIC SURVEY
 AH8418.in March 2005.
 AH8418
 AH8418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8418.GEOID18 height accuracy estimate available here.
 AH8418
 AH8418.Click photographs - Photos may exist for this station.
 AH8418
 AH8418.The dynamic height is computed by dividing the NAVD 88
 AH8418.geopotential number by the normal gravity value computed on the
 AH8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8418.degrees latitude (g = 980.6199 gals.).
 AH8418
 AH8418.The modeled gravity was interpolated from observed gravity values.
 AH8418
 AH8418;                    North         East    Units  Estimated Accuracy
 AH8418;SPC MI S     -    80,170.    3,900,280.      MT  (+/- 180 meters Scaled)
 AH8418
 AH8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM176746(NAD 83)
 AH8418
 AH8418                          SUPERSEDED SURVEY CONTROL
 AH8418
 AH8418.No superseded survey control is available for this station.
 AH8418
 AH8418_MARKER: F = FLANGE-ENCASED ROD
 AH8418_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AH8418_STAMPING: C 345 1992
 AH8418_MARK LOGO: NGS
 AH8418_PROJECTION: FLUSH
 AH8418_MAGNETIC: I = MARKER IS A STEEL ROD
 AH8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8418+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 AH8418_ROD/PIPE-DEPTH: 27.5 meters
 AH8418
 AH8418  HISTORY     - Date     Condition        Report By
 AH8418  HISTORY     - 1992     MONUMENTED       NGS
 AH8418  HISTORY     - 20010528 GOOD             NGS
 AH8418  HISTORY     - 20080701 GOOD             COLEM
 AH8418  HISTORY     - 20200110 MARK NOT FOUND   MIDT
 AH8418
 AH8418                          STATION DESCRIPTION
 AH8418
 AH8418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8418'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND WEST DRIVE (ROMENCE
 AH8418'ROAD), 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, 12.3 M
 AH8418'(40.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE LANE, 1.0 M
 AH8418'(3.3 FT) NORTHEAST OF THE CENTER OF A TRAFFIC CONTROL ACCESS COVER,
 AH8418'AND 0.4 M (1.3 FT) NORTH OF A SIGNAL LIGHT POLE.  NOTE--ACCESS TO THE
 AH8418'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8418
 AH8418                          STATION RECOVERY (2001)
 AH8418
 AH8418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8418'RECOVERED AS DESCRIBED.
 AH8418
 AH8418                          STATION RECOVERY (2008)
 AH8418
 AH8418'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AH8418'RECOVERED AS DESCRIBED.
 AH8418
 AH8418                          STATION RECOVERY (2020)
 AH8418
 AH8418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (ES)
 AH8418'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8195 ***********************************************************************
 AB8195  DESIGNATION -  C 346
 AB8195  PID         -  AB8195
 AB8195  STATE/COUNTY-  MI/CHIPPEWA
 AB8195  COUNTRY     -  US
 AB8195  USGS QUAD   -  TIMBERLOST (2017)
 AB8195
 AB8195                         *CURRENT SURVEY CONTROL
 AB8195  ______________________________________________________________________
 AB8195* NAD 83(1986) POSITION- 46 36 02.     (N) 085 13 25.     (W)   SCALED
 AB8195* NAVD 88 ORTHO HEIGHT -   225.832 (meters)      740.92  (feet) ADJUSTED
 AB8195  ______________________________________________________________________
 AB8195  GEOID HEIGHT    -        -36.204 (meters)                     GEOID18
 AB8195  DYNAMIC HEIGHT  -        225.845 (meters)      740.96  (feet) COMP
 AB8195  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 AB8195
 AB8195  VERT ORDER      -  SECOND    CLASS I
 AB8195
 AB8195.The horizontal coordinates were scaled from a map and have
 AB8195.an estimated accuracy of +/- 6 seconds.
 AB8195
 AB8195.The orthometric height was determined by differential leveling and
 AB8195.adjusted by the NATIONAL GEODETIC SURVEY
 AB8195.in July 2002.
 AB8195
 AB8195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8195.GEOID18 height accuracy estimate available here.
 AB8195
 AB8195.Click photographs - Photos may exist for this station.
 AB8195
 AB8195.The dynamic height is computed by dividing the NAVD 88
 AB8195.geopotential number by the normal gravity value computed on the
 AB8195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8195.degrees latitude (g = 980.6199 gals.).
 AB8195
 AB8195.The modeled gravity was interpolated from observed gravity values.
 AB8195
 AB8195;                    North         East    Units  Estimated Accuracy
 AB8195;SPC MI N     -   203,500.    8,136,090.      MT  (+/- 180 meters Scaled)
 AB8195
 AB8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS360623(NAD 83)
 AB8195
 AB8195                          SUPERSEDED SURVEY CONTROL
 AB8195
 AB8195.No superseded survey control is available for this station.
 AB8195
 AB8195_MARKER: I = METAL ROD
 AB8195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8195_STAMPING: C 346 1996
 AB8195_MARK LOGO: NGS
 AB8195_PROJECTION: FLUSH
 AB8195_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8195+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB8195_ROD/PIPE-DEPTH: 28.8 meters
 AB8195
 AB8195  HISTORY     - Date     Condition        Report By
 AB8195  HISTORY     - 1996     MONUMENTED       NGS
 AB8195  HISTORY     - 20040902 GOOD             USPSQD
 AB8195
 AB8195                          STATION DESCRIPTION
 AB8195
 AB8195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8195'18.7 KM (11.60 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8195'OF WHITEFISH ROAD IN PARADISE, 21.1 M (69.2 FT) SOUTH OF THE HIGHWAY
 AB8195'CENTERLINE, 10.9 M (35.8 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 AB8195'TO THE DEPARTMENT OF NATURAL RESOURCES HEADQUARTERS, 1.1 M (3.6 FT)
 AB8195'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS
 AB8195'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8195
 AB8195                          STATION RECOVERY (2004)
 AB8195
 AB8195'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6028 ***********************************************************************
 AC6028  DESIGNATION -  C 347
 AC6028  PID         -  AC6028
 AC6028  STATE/COUNTY-  MI/KEWEENAW
 AC6028  COUNTRY     -  US
 AC6028  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6028
 AC6028                         *CURRENT SURVEY CONTROL
 AC6028  ______________________________________________________________________
 AC6028* NAD 83(1986) POSITION- 47 25 56.5    (N) 088 08 29.6    (W)   HD_HELD2
 AC6028* NAVD 88 ORTHO HEIGHT -   357.004 (meters)     1171.27  (feet) ADJUSTED
 AC6028  ______________________________________________________________________
 AC6028  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 AC6028  DYNAMIC HEIGHT  -        357.067 (meters)     1171.48  (feet) COMP
 AC6028  MODELED GRAVITY -    980,776.1   (mgal)                       NAVD 88
 AC6028
 AC6028  VERT ORDER      -  SECOND    CLASS I
 AC6028
 AC6028.The horizontal coordinates were established by autonomous hand held GPS
 AC6028.observations and have an estimated accuracy of +/- 10 meters.
 AC6028
 AC6028.The orthometric height was determined by differential leveling and
 AC6028.adjusted by the NATIONAL GEODETIC SURVEY
 AC6028.in March 1997.
 AC6028
 AC6028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6028.GEOID18 height accuracy estimate available here.
 AC6028
 AC6028.Click photographs - Photos may exist for this station.
 AC6028
 AC6028.The dynamic height is computed by dividing the NAVD 88
 AC6028.geopotential number by the normal gravity value computed on the
 AC6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6028.degrees latitude (g = 980.6199 gals.).
 AC6028
 AC6028.The modeled gravity was interpolated from observed gravity values.
 AC6028
 AC6028;                    North         East    Units  Estimated Accuracy
 AC6028;SPC MI N     -   295,067.    7,913,875.      MT  (+/- 10 meters HH2 GPS)
 AC6028
 AC6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1391553844(NAD 83)
 AC6028
 AC6028                          SUPERSEDED SURVEY CONTROL
 AC6028
 AC6028.No superseded survey control is available for this station.
 AC6028
 AC6028_MARKER: DV = VERTICAL CONTROL DISK
 AC6028_SETTING: 66 = SET IN ROCK OUTCROP
 AC6028_STAMPING: C 347 1996
 AC6028_MARK LOGO: NGS
 AC6028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6028+STABILITY: POSITION/ELEVATION WELL
 AC6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6028+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6028
 AC6028  HISTORY     - Date     Condition        Report By
 AC6028  HISTORY     - 1996     MONUMENTED       NGS
 AC6028  HISTORY     - 20010913 GOOD             USPSQD
 AC6028  HISTORY     - 20031013 GOOD             GEOCAC
 AC6028  HISTORY     - 20090806 GOOD             GEOCAC
 AC6028
 AC6028                          STATION DESCRIPTION
 AC6028
 AC6028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6028'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6028'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 2.2 KM (1.35 MI)
 AC6028'SOUTHEASTERLY ALONG DELAWARE CUTOFF, NEAR THE SOUTHWEST END OF A
 AC6028'10-FOOT VERTICAL AREA OF OUTCROPPING BEDROCK, 6.7 M (22.0 FT)
 AC6028'NORTHEAST OF THE ROAD CENTER, 5.2 M (17.1 FT) SOUTH OF UTILITY POLE
 AC6028'NUMBER 49, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3
 AC6028'FT) NORTHWEST OF A WITNESS POST.
 AC6028
 AC6028                          STATION RECOVERY (2001)
 AC6028
 AC6028'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6028'RECOVERED IN GOOD CONDITION.
 AC6028
 AC6028                          STATION RECOVERY (2003)
 AC6028
 AC6028'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6028'RECOVERED IN GOOD CONDITION.
 AC6028
 AC6028                          STATION RECOVERY (2009)
 AC6028
 AC6028'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0072 ***********************************************************************
 PK0072  DESIGNATION -  C 35
 PK0072  PID         -  PK0072
 PK0072  STATE/COUNTY-  MI/IOSCO
 PK0072  COUNTRY     -  US
 PK0072  USGS QUAD   -  WHITTEMORE (2017)
 PK0072
 PK0072                         *CURRENT SURVEY CONTROL
 PK0072  ______________________________________________________________________
 PK0072* NAD 83(1986) POSITION- 44 11 27.     (N) 083 45 08.     (W)   SCALED
 PK0072* NAVD 88 ORTHO HEIGHT -   196.594 (meters)      644.99  (feet) ADJUSTED
 PK0072  ______________________________________________________________________
 PK0072  GEOID HEIGHT    -        -35.201 (meters)                     GEOID18
 PK0072  DYNAMIC HEIGHT  -        196.564 (meters)      644.89  (feet) COMP
 PK0072  MODELED GRAVITY -    980,464.7   (mgal)                       NAVD 88
 PK0072
 PK0072  VERT ORDER      -  FIRST     CLASS II
 PK0072
 PK0072.The horizontal coordinates were scaled from a map and have
 PK0072.an estimated accuracy of +/- 6 seconds.
 PK0072
 PK0072.The orthometric height was determined by differential leveling and
 PK0072.adjusted by the NATIONAL GEODETIC SURVEY
 PK0072.in June 1991.
 PK0072
 PK0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0072.GEOID18 height accuracy estimate available here.
 PK0072
 PK0072.Click photographs - Photos may exist for this station.
 PK0072
 PK0072.The dynamic height is computed by dividing the NAVD 88
 PK0072.geopotential number by the normal gravity value computed on the
 PK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0072.degrees latitude (g = 980.6199 gals.).
 PK0072
 PK0072.The modeled gravity was interpolated from observed gravity values.
 PK0072
 PK0072;                    North         East    Units  Estimated Accuracy
 PK0072;SPC MI C     -    97,330.    6,049,120.      MT  (+/- 180 meters Scaled)
 PK0072
 PK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ800967(NAD 83)
 PK0072
 PK0072                          SUPERSEDED SURVEY CONTROL
 PK0072
 PK0072  NGVD 29 (??/??/92)  196.785  (m)          645.62   (f) ADJ UNCH    1 2
 PK0072
 PK0072.Superseded values are not recommended for survey control.
 PK0072
 PK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0072.See file dsdata.pdf to determine how the superseded data were derived.
 PK0072
 PK0072_MARKER: DB = BENCH MARK DISK
 PK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0072_STAMPING: C 35 1934
 PK0072_MARK LOGO: CGS
 PK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0072+STABILITY: SURFACE MOTION
 PK0072
 PK0072  HISTORY     - Date     Condition        Report By
 PK0072  HISTORY     - 1934     MONUMENTED       CGS
 PK0072  HISTORY     - 1983     GOOD             NGS
 PK0072
 PK0072                          STATION DESCRIPTION
 PK0072
 PK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0072'3.3 MI S FROM NATIONAL CITY.
 PK0072'3.3 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0072'STATION AT NATIONAL CITY, IOSCO COUNTY, 0.5 MILE SOUTH OF
 PK0072'MILEPOST 45, 80 YARDS EAST OF THE TWO-STORY PETE BASSI HOUSE, 15
 PK0072'YARDS WEST OF HIGH TENSION TOWER 1114, AT A ROAD CROSSING, 13
 PK0072'YARDS NORTH OF THE CENTERLINE OF THE ROAD, 5-1/2 YARDS EAST OF
 PK0072'THE EAST RAIL, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.  A
 PK0072'STANDARD DISK, STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE
 PK0072'POST.
 PK0072
 PK0072                          STATION RECOVERY (1983)
 PK0072
 PK0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0072'RECOVERED THIS DATE.  NOTE, ADD 15.54 METERS (51.0 FT) NORTHEAST OF A
 PK0072'POWERLINE POLE WITH FLOOD LIGHT ATTACHED, 9.91 METERS (32.5 FT) WEST
 PK0072'OF A FENCE CORNER, AND 1.83 METERS (6.0 FT) EAST OF AN UNDERGROUND
 PK0072'CABLE WARNING SIGN.
 PK0072'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0009 ***********************************************************************
 NE0009  DESIGNATION -  C 35 USLS
 NE0009  PID         -  NE0009
 NE0009  STATE/COUNTY-  MI/ST CLAIR
 NE0009  COUNTRY     -  US
 NE0009  USGS QUAD   -  ST. CLAIR (2017)
 NE0009
 NE0009                         *CURRENT SURVEY CONTROL
 NE0009  ______________________________________________________________________
 NE0009* NAD 83(1986) POSITION- 42 47 18.     (N) 082 28 40.     (W)   SCALED
 NE0009* NAVD 88 ORTHO HEIGHT -   182.526 (meters)      598.84  (feet) ADJUSTED
 NE0009  ______________________________________________________________________
 NE0009  GEOID HEIGHT    -        -35.001 (meters)                     GEOID18
 NE0009  DYNAMIC HEIGHT  -        182.477 (meters)      598.68  (feet) COMP
 NE0009  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 NE0009
 NE0009  VERT ORDER      -  FIRST     CLASS 0
 NE0009
 NE0009.The horizontal coordinates were scaled from a map and have
 NE0009.an estimated accuracy of +/- 6 seconds.
 NE0009
 NE0009.The orthometric height was determined by differential leveling and
 NE0009.adjusted by the NATIONAL GEODETIC SURVEY
 NE0009.in June 1991.
 NE0009
 NE0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0009.GEOID18 height accuracy estimate available here.
 NE0009
 NE0009.Click photographs - Photos may exist for this station.
 NE0009
 NE0009.The dynamic height is computed by dividing the NAVD 88
 NE0009.geopotential number by the normal gravity value computed on the
 NE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0009.degrees latitude (g = 980.6199 gals.).
 NE0009
 NE0009.The modeled gravity was interpolated from observed gravity values.
 NE0009
 NE0009;                    North         East    Units  Estimated Accuracy
 NE0009;SPC MI S     -   144,840.    4,154,520.      MT  (+/- 180 meters Scaled)
 NE0009
 NE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH791383(NAD 83)
 NE0009
 NE0009                          SUPERSEDED SURVEY CONTROL
 NE0009
 NE0009  NGVD 29 (??/??/92)  182.653  (m)          599.25   (f) ADJ UNCH    1 0
 NE0009
 NE0009.Superseded values are not recommended for survey control.
 NE0009
 NE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0009.See file dsdata.pdf to determine how the superseded data were derived.
 NE0009
 NE0009_MARKER: DD = SURVEY DISK
 NE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0009+STABILITY: SURFACE MOTION
 NE0009
 NE0009  HISTORY     - Date     Condition        Report By
 NE0009  HISTORY     - 1929     MONUMENTED       USLS
 NE0009  HISTORY     - 1970     GOOD             USLS
 NE0009  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0009  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0009  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0009
 NE0009                          STATION DESCRIPTION
 NE0009
 NE0009'DESCRIBED BY US LAKE SURVEY 1970
 NE0009'2.2 MI S FROM ST CLAIR.
 NE0009'C 35 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.2 MILES SOUTH
 NE0009'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR, 180
 NE0009'FEET EAST OF EAST EDGE OF HIGHWAY, 26 FEET SOUTH OF CENTERLINE
 NE0009'OF PUTTYGUT RD., 2.0 SOUTHEAST OF 10-INCH MOUNTAIN ASH, ABOUT
 NE0009'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0009'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT.
 NE0009'NOTE-- PREV. DESIG. BM C 35 1929
 NE0009
 NE0009                          STATION RECOVERY (1980)
 NE0009
 NE0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0009'NOT RECOVERED, ROAD HAS BEEN WIDEN AT THIS LOCATION.
 NE0009
 NE0009                          STATION RECOVERY (1999)
 NE0009
 NE0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0009'MARK NOT FOUND.
 NE0009
 NE0009                          STATION RECOVERY (2005)
 NE0009
 NE0009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0033 ***********************************************************************
 PK0033  DESIGNATION -  C 36
 PK0033  PID         -  PK0033
 PK0033  STATE/COUNTY-  MI/ALPENA
 PK0033  COUNTRY     -  US
 PK0033  USGS QUAD   -  OSSINEKE (2017)
 PK0033
 PK0033                         *CURRENT SURVEY CONTROL
 PK0033  ______________________________________________________________________
 PK0033* NAD 83(1986) POSITION- 44 53 00.     (N) 083 22 42.     (W)   SCALED
 PK0033* NAVD 88 ORTHO HEIGHT -   187.269 (meters)      614.40  (feet) ADJUSTED
 PK0033  ______________________________________________________________________
 PK0033  GEOID HEIGHT    -        -36.189 (meters)                     GEOID18
 PK0033  DYNAMIC HEIGHT  -        187.254 (meters)      614.35  (feet) COMP
 PK0033  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 PK0033
 PK0033  VERT ORDER      -  FIRST     CLASS II
 PK0033
 PK0033.The horizontal coordinates were scaled from a map and have
 PK0033.an estimated accuracy of +/- 6 seconds.
 PK0033
 PK0033.The orthometric height was determined by differential leveling and
 PK0033.adjusted by the NATIONAL GEODETIC SURVEY
 PK0033.in June 1991.
 PK0033
 PK0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0033.GEOID18 height accuracy estimate available here.
 PK0033
 PK0033.Click photographs - Photos may exist for this station.
 PK0033
 PK0033.The dynamic height is computed by dividing the NAVD 88
 PK0033.geopotential number by the normal gravity value computed on the
 PK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0033.degrees latitude (g = 980.6199 gals.).
 PK0033
 PK0033.The modeled gravity was interpolated from observed gravity values.
 PK0033
 PK0033;                    North         East    Units  Estimated Accuracy
 PK0033;SPC MI C     -   174,560.    6,078,080.      MT  (+/- 180 meters Scaled)
 PK0033
 PK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK121727(NAD 83)
 PK0033
 PK0033                          SUPERSEDED SURVEY CONTROL
 PK0033
 PK0033  NGVD 29 (??/??/92)  187.449  (m)          614.99   (f) ADJ UNCH    1 2
 PK0033
 PK0033.Superseded values are not recommended for survey control.
 PK0033
 PK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0033.See file dsdata.pdf to determine how the superseded data were derived.
 PK0033
 PK0033_MARKER: DB = BENCH MARK DISK
 PK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0033_STAMPING: C 36 1934
 PK0033_MARK LOGO: CGS
 PK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0033+STABILITY: SURFACE MOTION
 PK0033
 PK0033  HISTORY     - Date     Condition        Report By
 PK0033  HISTORY     - 1934     MONUMENTED       CGS
 PK0033  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0033  HISTORY     - 19990804 MARK NOT FOUND   USPSQD
 PK0033
 PK0033                          STATION DESCRIPTION
 PK0033
 PK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0033'3.8 MI S FROM OSSINEKE.
 PK0033'3.8 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0033'THE STATION AT OSSINEKE, ALPENA COUNTY, 16 RAILS NORTH OF MILEPOST
 PK0033'107, 22 FEET SOUTH OF POLE 4444, 45 FEET WEST OF THE WEST RAIL,
 PK0033'2 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE TRACK.  A
 PK0033'STANDARD DISK, STAMPED C 36 1934 AND SET IN THE TOP OF A CONCRETE
 PK0033'POST.
 PK0033
 PK0033                          STATION RECOVERY (1983)
 PK0033
 PK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0033'NOT RECOVERED, LEVEL LINE REROUTED ALONG HIGHWAY 23.
 PK0033
 PK0033                          STATION RECOVERY (1999)
 PK0033
 PK0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0007 ***********************************************************************
 NE0007  DESIGNATION -  C 36 USLS
 NE0007  PID         -  NE0007
 NE0007  STATE/COUNTY-  MI/ST CLAIR
 NE0007  COUNTRY     -  US
 NE0007  USGS QUAD   -  ST. CLAIR (2017)
 NE0007
 NE0007                         *CURRENT SURVEY CONTROL
 NE0007  ______________________________________________________________________
 NE0007* NAD 83(1986) POSITION- 42 46 38.     (N) 082 28 31.     (W)   SCALED
 NE0007* NAVD 88 ORTHO HEIGHT -   181.068 (meters)      594.05  (feet) ADJUSTED
 NE0007  ______________________________________________________________________
 NE0007  GEOID HEIGHT    -        -35.003 (meters)                     GEOID18
 NE0007  DYNAMIC HEIGHT  -        181.019 (meters)      593.89  (feet) COMP
 NE0007  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 NE0007
 NE0007  VERT ORDER      -  FIRST     CLASS 0
 NE0007
 NE0007.The horizontal coordinates were scaled from a map and have
 NE0007.an estimated accuracy of +/- 6 seconds.
 NE0007
 NE0007.The orthometric height was determined by differential leveling and
 NE0007.adjusted by the NATIONAL GEODETIC SURVEY
 NE0007.in June 1991.
 NE0007
 NE0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0007.GEOID18 height accuracy estimate available here.
 NE0007
 NE0007.Click photographs - Photos may exist for this station.
 NE0007
 NE0007.The dynamic height is computed by dividing the NAVD 88
 NE0007.geopotential number by the normal gravity value computed on the
 NE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0007.degrees latitude (g = 980.6199 gals.).
 NE0007
 NE0007.The modeled gravity was interpolated from observed gravity values.
 NE0007
 NE0007;                    North         East    Units  Estimated Accuracy
 NE0007;SPC MI S     -   143,610.    4,154,760.      MT  (+/- 180 meters Scaled)
 NE0007
 NE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH793371(NAD 83)
 NE0007
 NE0007                          SUPERSEDED SURVEY CONTROL
 NE0007
 NE0007  NGVD 29 (??/??/92)  181.195  (m)          594.47   (f) ADJ UNCH    1 0
 NE0007
 NE0007.Superseded values are not recommended for survey control.
 NE0007
 NE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0007.See file dsdata.pdf to determine how the superseded data were derived.
 NE0007
 NE0007_MARKER: DD = SURVEY DISK
 NE0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0007+STABILITY: SURFACE MOTION
 NE0007
 NE0007  HISTORY     - Date     Condition        Report By
 NE0007  HISTORY     - 1929     MONUMENTED       USLS
 NE0007  HISTORY     - 1970     GOOD             USLS
 NE0007  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0007  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0007  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0007
 NE0007                          STATION DESCRIPTION
 NE0007
 NE0007'DESCRIBED BY US LAKE SURVEY 1970
 NE0007'3 MI S FROM ST CLAIR.
 NE0007'C 36 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3.0 MILES SOUTH
 NE0007'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR, 48
 NE0007'FEET NORTH OF CENTERLINE OF HAWTHORNE DRIVE, 38 FEET SOUTH OF
 NE0007'UTILITY POLE NO. Y-3600, ABOUT FLUSH WITH THE GROUND SURFACE,
 NE0007'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0007'INTO TOP OF A CONCRETE MONUMENT.  NOTE-- PREV. DESIG. BM C 36
 NE0007'1929
 NE0007
 NE0007                          STATION RECOVERY (1980)
 NE0007
 NE0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0007'NOT RECOVERED, THE ROAD HAS BEEN WIDEN AND POWER POLE HAS BEEN
 NE0007'REPLACED, REFERENCE POINTS TO POOR TO LOCATE MARK.
 NE0007
 NE0007                          STATION RECOVERY (1999)
 NE0007
 NE0007'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0007'MARK NOT FOUND.
 NE0007
 NE0007                          STATION RECOVERY (2005)
 NE0007
 NE0007'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0007'STATION RECOVERY DESCRIPTION FROM 1980 REQUIRES REVISION.  A HOUSE HAS
 NE0007'BEEN BUILT AT 4529 CHAMBERLINE DR. AND SUSPECT WAS BUILT OVER MARK
 NE0007'BASED ON LAT./LON. COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0164 ***********************************************************************
 OJ0164  DESIGNATION -  C 38
 OJ0164  PID         -  OJ0164
 OJ0164  STATE/COUNTY-  MI/HURON
 OJ0164  COUNTRY     -  US
 OJ0164  USGS QUAD   -  KINDE EAST (2017)
 OJ0164
 OJ0164                         *CURRENT SURVEY CONTROL
 OJ0164  ______________________________________________________________________
 OJ0164* NAD 83(1986) POSITION- 43 57 15.     (N) 082 59 45.     (W)   SCALED
 OJ0164* NAVD 88 ORTHO HEIGHT -   209.162 (meters)      686.23  (feet) ADJUSTED
 OJ0164  ______________________________________________________________________
 OJ0164  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 OJ0164  DYNAMIC HEIGHT  -        209.131 (meters)      686.12  (feet) COMP
 OJ0164  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 OJ0164
 OJ0164  VERT ORDER      -  SECOND    CLASS 0
 OJ0164
 OJ0164.The horizontal coordinates were scaled from a map and have
 OJ0164.an estimated accuracy of +/- 6 seconds.
 OJ0164
 OJ0164.The orthometric height was determined by differential leveling and
 OJ0164.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0164.in June 1991.
 OJ0164
 OJ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0164.GEOID18 height accuracy estimate available here.
 OJ0164
 OJ0164.Click photographs - Photos may exist for this station.
 OJ0164
 OJ0164.The dynamic height is computed by dividing the NAVD 88
 OJ0164.geopotential number by the normal gravity value computed on the
 OJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0164.degrees latitude (g = 980.6199 gals.).
 OJ0164
 OJ0164.The modeled gravity was interpolated from observed gravity values.
 OJ0164
 OJ0164;                    North         East    Units  Estimated Accuracy
 OJ0164;SPC MI S     -   273,520.    4,110,040.      MT  (+/- 180 meters Scaled)
 OJ0164
 OJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398687(NAD 83)
 OJ0164
 OJ0164                          SUPERSEDED SURVEY CONTROL
 OJ0164
 OJ0164  NGVD 29 (??/??/92)  209.297  (m)          686.67   (f) ADJ UNCH    2 0
 OJ0164
 OJ0164.Superseded values are not recommended for survey control.
 OJ0164
 OJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0164.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0164
 OJ0164_MARKER: DB = BENCH MARK DISK
 OJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0164_STAMPING: C 38 1934
 OJ0164_MARK LOGO: CGS
 OJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0164+STABILITY: SURFACE MOTION
 OJ0164
 OJ0164  HISTORY     - Date     Condition        Report By
 OJ0164  HISTORY     - 1934     MONUMENTED       CGS
 OJ0164  HISTORY     - 1964     GOOD             USGS
 OJ0164  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0164
 OJ0164                          STATION DESCRIPTION
 OJ0164
 OJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0164'1.1 MI N FROM KINDE.
 OJ0164'1.1 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0164'STATION AT KINDE, HURON COUNTY, AT THE FIRST ROAD CROSSING
 OJ0164'NORTH OF THE STATION, 29 FEET NORTH OF THE CENTERLINE OF THE
 OJ0164'ROAD, 28.6 FEET EAST OF THE EAST RAIL, 2.8 FEET WEST OF A WIRE
 OJ0164'FENCE CORNER, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OJ0164'DISK, STAMPED C 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0164
 OJ0164                          STATION RECOVERY (1964)
 OJ0164
 OJ0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OJ0164'RECOVERED IN GOOD CONDITION.
 OJ0164
 OJ0164                          STATION RECOVERY (1999)
 OJ0164
 OJ0164'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0181 ***********************************************************************
 OJ0181  DESIGNATION -  C 39
 OJ0181  PID         -  OJ0181
 OJ0181  STATE/COUNTY-  MI/HURON
 OJ0181  COUNTRY     -  US
 OJ0181  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0181
 OJ0181                         *CURRENT SURVEY CONTROL
 OJ0181  ______________________________________________________________________
 OJ0181* NAD 83(1986) POSITION- 43 45 54.     (N) 082 42 06.     (W)   SCALED
 OJ0181* NAVD 88 ORTHO HEIGHT -   220.549 (meters)      723.58  (feet) ADJUSTED
 OJ0181  ______________________________________________________________________
 OJ0181  GEOID HEIGHT    -        -35.028 (meters)                     GEOID18
 OJ0181  DYNAMIC HEIGHT  -        220.509 (meters)      723.45  (feet) COMP
 OJ0181  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 OJ0181
 OJ0181  VERT ORDER      -  SECOND    CLASS 0
 OJ0181
 OJ0181.The horizontal coordinates were scaled from a map and have
 OJ0181.an estimated accuracy of +/- 6 seconds.
 OJ0181
 OJ0181.The orthometric height was determined by differential leveling and
 OJ0181.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0181.in June 1991.
 OJ0181
 OJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0181.GEOID18 height accuracy estimate available here.
 OJ0181
 OJ0181.Click photographs - Photos may exist for this station.
 OJ0181
 OJ0181.The dynamic height is computed by dividing the NAVD 88
 OJ0181.geopotential number by the normal gravity value computed on the
 OJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0181.degrees latitude (g = 980.6199 gals.).
 OJ0181
 OJ0181.The modeled gravity was interpolated from observed gravity values.
 OJ0181
 OJ0181;                    North         East    Units  Estimated Accuracy
 OJ0181;SPC MI S     -   252,930.    4,134,060.      MT  (+/- 180 meters Scaled)
 OJ0181
 OJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ630471(NAD 83)
 OJ0181
 OJ0181                          SUPERSEDED SURVEY CONTROL
 OJ0181
 OJ0181  NGVD 29 (??/??/92)  220.685  (m)          724.03   (f) ADJ UNCH    2 0
 OJ0181
 OJ0181.Superseded values are not recommended for survey control.
 OJ0181
 OJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0181.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0181
 OJ0181_STAMPING: C 39 1934
 OJ0181_MARK LOGO: CGS
 OJ0181
 OJ0181  HISTORY     - Date     Condition        Report By
 OJ0181  HISTORY     - 1934     MONUMENTED       CGS
 OJ0181  HISTORY     - 1988     GOOD             USPSQD
 OJ0181  HISTORY     - 19991211 GOOD             USPSQD
 OJ0181  HISTORY     - 20200817 MARK NOT FOUND   MIDT
 OJ0181
 OJ0181                          STATION DESCRIPTION
 OJ0181
 OJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0181'4 MI N FROM RUTH.
 OJ0181'4.0 MILES NORTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0181'OF THE PERE MARQUETTE RAILROAD, BEARING ABOUT 90 YARDS WEST
 OJ0181'OF A TWO STORY YELLOW BRICK FARM HOUSE, 81.4 FEET NORTHWEST
 OJ0181'OF THE INTERSECTION OF THE CENTER LINE OF A GRAVEL ROAD AND
 OJ0181'THE WEST RAIL, 34.1 FEET NORTHWEST OF IRON WARNING CROSSING
 OJ0181'SIGNAL, 27.2 FEET NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD,
 OJ0181'25.7 FEET WEST OF WEST RAIL, 3.5 FEET EAST OF CORNER POST OF
 OJ0181'A WIRE FENCE, 6 INCHES BELOW TOP OF RAIL, ON TOP OF A CONCRETE
 OJ0181'POST.
 OJ0181
 OJ0181                          STATION RECOVERY (1988)
 OJ0181
 OJ0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0181'RECOVERED IN GOOD CONDITION.
 OJ0181
 OJ0181                          STATION RECOVERY (1999)
 OJ0181
 OJ0181'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0181'RECOVERED IN GOOD CONDITION.
 OJ0181
 OJ0181                          STATION RECOVERY (2020)
 OJ0181
 OJ0181'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 OJ0181'DISK IS GONE, ONLY CONCRETE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0010 ***********************************************************************
 OK0010  DESIGNATION -  C 40
 OK0010  PID         -  OK0010
 OK0010  STATE/COUNTY-  MI/SAGINAW
 OK0010  COUNTRY     -  US
 OK0010  USGS QUAD   -  MIDLAND SOUTH (2017)
 OK0010
 OK0010                         *CURRENT SURVEY CONTROL
 OK0010  ______________________________________________________________________
 OK0010* NAD 83(1986) POSITION- 43 33 01.     (N) 084 08 56.     (W)   SCALED
 OK0010* NAVD 88 ORTHO HEIGHT -   189.658 (meters)      622.24  (feet) ADJUSTED
 OK0010  ______________________________________________________________________
 OK0010  GEOID HEIGHT    -        -34.259 (meters)                     GEOID18
 OK0010  DYNAMIC HEIGHT  -        189.620 (meters)      622.11  (feet) COMP
 OK0010  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 OK0010
 OK0010  VERT ORDER      -  SECOND    CLASS 0
 OK0010
 OK0010.The horizontal coordinates were scaled from a map and have
 OK0010.an estimated accuracy of +/- 6 seconds.
 OK0010
 OK0010.The orthometric height was determined by differential leveling and
 OK0010.adjusted by the NATIONAL GEODETIC SURVEY
 OK0010.in June 1991.
 OK0010
 OK0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0010.GEOID18 height accuracy estimate available here.
 OK0010
 OK0010.Click photographs - Photos may exist for this station.
 OK0010
 OK0010.The dynamic height is computed by dividing the NAVD 88
 OK0010.geopotential number by the normal gravity value computed on the
 OK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0010.degrees latitude (g = 980.6199 gals.).
 OK0010
 OK0010.The modeled gravity was interpolated from observed gravity values.
 OK0010
 OK0010;                    North         East    Units  Estimated Accuracy
 OK0010;SPC MI S     -   227,770.    4,017,600.      MT  (+/- 180 meters Scaled)
 OK0010
 OK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP303258(NAD 83)
 OK0010
 OK0010                          SUPERSEDED SURVEY CONTROL
 OK0010
 OK0010  NGVD 29 (??/??/92)  189.838  (m)          622.83   (f) ADJ UNCH    2 0
 OK0010
 OK0010.Superseded values are not recommended for survey control.
 OK0010
 OK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0010.See file dsdata.pdf to determine how the superseded data were derived.
 OK0010
 OK0010_MARKER: DB = BENCH MARK DISK
 OK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0010_STAMPING: C 40 1934
 OK0010_MARK LOGO: CGS
 OK0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0010+STABILITY: SURFACE MOTION
 OK0010
 OK0010  HISTORY     - Date     Condition        Report By
 OK0010  HISTORY     - 1934     MONUMENTED       CGS
 OK0010  HISTORY     - 1942     GOOD             CGS
 OK0010  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OK0010  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0010
 OK0010                          STATION DESCRIPTION
 OK0010
 OK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0010'2.4 MI NW FROM FREELAND.
 OK0010'2.4 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0010'THE STATION AT FREELAND, AT A ROAD CROSSING, 51.4 FEET WEST OF
 OK0010'THE CENTERLINE OF THE ROAD, 34.2 FEET NORTH OF THE NORTH RAIL,
 OK0010'6.6 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT 1 FOOT BELOW THE
 OK0010'TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 40 1934 AND SET
 OK0010'IN THE TOP OF A CONCRETE POST.
 OK0010
 OK0010                          STATION RECOVERY (1994)
 OK0010
 OK0010'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0010'MARK NOT FOUND.
 OK0010
 OK0010                          STATION RECOVERY (1995)
 OK0010
 OK0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0786 ***********************************************************************
 NE0786  DESIGNATION -  C 42
 NE0786  PID         -  NE0786
 NE0786  STATE/COUNTY-  MI/SHIAWASSEE
 NE0786  COUNTRY     -  US
 NE0786  USGS QUAD   -  DURAND (2017)
 NE0786
 NE0786                         *CURRENT SURVEY CONTROL
 NE0786  ______________________________________________________________________
 NE0786* NAD 83(1986) POSITION- 42 55 07.     (N) 083 56 59.     (W)   SCALED
 NE0786* NAVD 88 ORTHO HEIGHT -   240.012 (meters)      787.44  (feet) ADJUSTED
 NE0786  ______________________________________________________________________
 NE0786  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 NE0786  DYNAMIC HEIGHT  -        239.953 (meters)      787.25  (feet) COMP
 NE0786  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 NE0786
 NE0786  VERT ORDER      -  SECOND    CLASS 0
 NE0786
 NE0786.The horizontal coordinates were scaled from a map and have
 NE0786.an estimated accuracy of +/- 6 seconds.
 NE0786
 NE0786.The orthometric height was determined by differential leveling and
 NE0786.adjusted by the NATIONAL GEODETIC SURVEY
 NE0786.in June 1991.
 NE0786
 NE0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0786.GEOID18 height accuracy estimate available here.
 NE0786
 NE0786.Click photographs - Photos may exist for this station.
 NE0786
 NE0786.The dynamic height is computed by dividing the NAVD 88
 NE0786.geopotential number by the normal gravity value computed on the
 NE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0786.degrees latitude (g = 980.6199 gals.).
 NE0786
 NE0786.The modeled gravity was interpolated from observed gravity values.
 NE0786
 NE0786;                    North         East    Units  Estimated Accuracy
 NE0786;SPC MI S     -   157,660.    4,034,040.      MT  (+/- 180 meters Scaled)
 NE0786
 NE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH592559(NAD 83)
 NE0786
 NE0786                          SUPERSEDED SURVEY CONTROL
 NE0786
 NE0786  NGVD 29 (??/??/92)  240.149  (m)          787.89   (f) ADJ UNCH    2 0
 NE0786
 NE0786.Superseded values are not recommended for survey control.
 NE0786
 NE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0786.See file dsdata.pdf to determine how the superseded data were derived.
 NE0786
 NE0786_MARKER: DB = BENCH MARK DISK
 NE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0786_STAMPING: C 42 1934
 NE0786_MARK LOGO: CGS
 NE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0786+STABILITY: SURFACE MOTION
 NE0786
 NE0786  HISTORY     - Date     Condition        Report By
 NE0786  HISTORY     - 1934     MONUMENTED       CGS
 NE0786
 NE0786                          STATION DESCRIPTION
 NE0786
 NE0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0786'1.8 MI E FROM DURAND.
 NE0786'1.8 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0786'STATION AT DURAND, SHIAWASSEE COUNTY, 210 YARDS EAST OF MILEPOST
 NE0786'C 255, 190 YARDS EAST OF THE EAST YARD LIMIT, 37 YARDS WEST
 NE0786'OF THE WESTERN ONE OF TWO GRAVEL ROAD CROSSING, 11.5 FEET NORTH
 NE0786'OF THE NORTH RAIL OF THE NORTH TRACK, AND 42 FEET EAST OF THE
 NE0786'EAST END OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NE0786'C 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0276 ***********************************************************************
 NE0276  DESIGNATION -  C 42 A USLS
 NE0276  PID         -  NE0276
 NE0276  STATE/COUNTY-  MI/ST CLAIR
 NE0276  COUNTRY     -  US
 NE0276  USGS QUAD   -  MARINE CITY OE E (2017)
 NE0276
 NE0276                         *CURRENT SURVEY CONTROL
 NE0276  ______________________________________________________________________
 NE0276* NAD 83(1986) POSITION- 42 42 38.     (N) 082 29 51.     (W)   SCALED
 NE0276* NAVD 88 ORTHO HEIGHT -   178.682 (meters)      586.23  (feet) ADJUSTED
 NE0276  ______________________________________________________________________
 NE0276  GEOID HEIGHT    -        -34.989 (meters)                     GEOID18
 NE0276  DYNAMIC HEIGHT  -        178.633 (meters)      586.07  (feet) COMP
 NE0276  MODELED GRAVITY -    980,341.9   (mgal)                       NAVD 88
 NE0276
 NE0276  VERT ORDER      -  FIRST     CLASS 0
 NE0276
 NE0276.The horizontal coordinates were scaled from a map and have
 NE0276.an estimated accuracy of +/- 6 seconds.
 NE0276
 NE0276.The orthometric height was determined by differential leveling and
 NE0276.adjusted by the NATIONAL GEODETIC SURVEY
 NE0276.in June 1991.
 NE0276
 NE0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0276.GEOID18 height accuracy estimate available here.
 NE0276
 NE0276.Click photographs - Photos may exist for this station.
 NE0276
 NE0276.The dynamic height is computed by dividing the NAVD 88
 NE0276.geopotential number by the normal gravity value computed on the
 NE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0276.degrees latitude (g = 980.6199 gals.).
 NE0276
 NE0276.The modeled gravity was interpolated from observed gravity values.
 NE0276
 NE0276;                    North         East    Units  Estimated Accuracy
 NE0276;SPC MI S     -   136,170.    4,153,100.      MT  (+/- 180 meters Scaled)
 NE0276
 NE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH773297(NAD 83)
 NE0276
 NE0276                          SUPERSEDED SURVEY CONTROL
 NE0276
 NE0276  NGVD 29 (11/26/84)  178.805  (m)          586.63   (f) ADJUSTED    1 0
 NE0276
 NE0276.Superseded values are not recommended for survey control.
 NE0276
 NE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0276.See file dsdata.pdf to determine how the superseded data were derived.
 NE0276
 NE0276_MARKER: Z = SEE DESCRIPTION
 NE0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0276_SP_SET: WINDOW SILL
 NE0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0276
 NE0276  HISTORY     - Date     Condition        Report By
 NE0276  HISTORY     - 1936     MONUMENTED       USLS
 NE0276  HISTORY     - 1970     GOOD             USLS
 NE0276  HISTORY     - 1980     POOR             NGS
 NE0276  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0276
 NE0276                          STATION DESCRIPTION
 NE0276
 NE0276'DESCRIBED BY US LAKE SURVEY 1970
 NE0276'AT MARINE CITY.
 NE0276'C-42A IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, ON WEST
 NE0276'FACE OF A ONE STORY CEMENT BLOCK BUILDING AT 1032 S. BELLE RIVER
 NE0276'AVENUE, 66 FEET NORTH OF CENTERLINE OF SCOTT STREET, 15.0 FEET
 NE0276'SOUTH OF NORTHWEST CORNER OF BUILDING, 2 FEET ABOVE THE GROUND,
 NE0276'BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0276'FACE OF WINDOW SILL.  NOTE-- BM 1936
 NE0276
 NE0276                          STATION RECOVERY (1980)
 NE0276
 NE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0276'IN MARINE CITY AT THE JUNCTION OF BELLE RIVER AVENUE AND SCOTT
 NE0276'STREET, SET IN THE 2ND CONCRETE WINDOW SILL SOUTH OF THE NORTHWEST
 NE0276'CORNER OF AN OLD ABANDON CONCRETE BLOCK BUILDING 1032 BELLE RIVER
 NE0276'AVENUE, 23.4 METERS (77.0 FEET) NORTH OF THE CENTER OF SCOTT
 NE0276'STREET, 7.55 METERS (24.8 FEET) EAST OF THE EAST FACE OF HOUSE
 NE0276'120 SCOTT STREET, 4.6 METERS (15.0 FEET) SOUTH OF THE NORTHWEST
 NE0276'CORNER OF THE BUILDING, NOTE, THIS MARK IS IN POOR CONDITION AS
 NE0276'THE CONCRETE BLOCK BUILDING IS OLD AND ABANDONED AND THE FOUNDATION
 NE0276'AND WALLS ARE CRACKED.
 NE0276'THE MARK IS 0.6 M ABOVE GROUND.
 NE0276
 NE0276                          STATION RECOVERY (1999)
 NE0276
 NE0276'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0764 ***********************************************************************
 NE0764  DESIGNATION -  C 43
 NE0764  PID         -  NE0764
 NE0764  STATE/COUNTY-  MI/OAKLAND
 NE0764  COUNTRY     -  US
 NE0764  USGS QUAD   -  DAVISBURG (2017)
 NE0764
 NE0764                         *CURRENT SURVEY CONTROL
 NE0764  ______________________________________________________________________
 NE0764* NAD 83(1986) POSITION- 42 47 14.     (N) 083 37 10.     (W)   SCALED
 NE0764* NAVD 88 ORTHO HEIGHT -   286.846 (meters)      941.09  (feet) ADJUSTED
 NE0764  ______________________________________________________________________
 NE0764  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 NE0764  DYNAMIC HEIGHT  -        286.763 (meters)      940.82  (feet) COMP
 NE0764  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NE0764
 NE0764  VERT ORDER      -  SECOND    CLASS 0
 NE0764
 NE0764.The horizontal coordinates were scaled from a map and have
 NE0764.an estimated accuracy of +/- 6 seconds.
 NE0764
 NE0764.The orthometric height was determined by differential leveling and
 NE0764.adjusted by the NATIONAL GEODETIC SURVEY
 NE0764.in June 1991.
 NE0764
 NE0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0764.GEOID18 height accuracy estimate available here.
 NE0764
 NE0764.Click photographs - Photos may exist for this station.
 NE0764
 NE0764.The dynamic height is computed by dividing the NAVD 88
 NE0764.geopotential number by the normal gravity value computed on the
 NE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0764.degrees latitude (g = 980.6199 gals.).
 NE0764
 NE0764.The modeled gravity was interpolated from observed gravity values.
 NE0764
 NE0764;                    North         East    Units  Estimated Accuracy
 NE0764;SPC MI S     -   143,250.    4,061,130.      MT  (+/- 180 meters Scaled)
 NE0764
 NE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH857405(NAD 83)
 NE0764
 NE0764                          SUPERSEDED SURVEY CONTROL
 NE0764
 NE0764  NGVD 29 (??/??/92)  286.950  (m)          941.44   (f) ADJ UNCH    2 0
 NE0764
 NE0764.Superseded values are not recommended for survey control.
 NE0764
 NE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0764.See file dsdata.pdf to determine how the superseded data were derived.
 NE0764
 NE0764_MARKER: DB = BENCH MARK DISK
 NE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0764_STAMPING: C 43 1934
 NE0764_MARK LOGO: CGS
 NE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0764+STABILITY: SURFACE MOTION
 NE0764
 NE0764  HISTORY     - Date     Condition        Report By
 NE0764  HISTORY     - 1934     MONUMENTED       CGS
 NE0764  HISTORY     - 1942     MARK NOT FOUND   CGS
 NE0764
 NE0764                          STATION DESCRIPTION
 NE0764
 NE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0764'AT HOLLY.
 NE0764'AT HOLLY OAKLAND COUNTY, 590 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0764'SIDE OF THE GRAND TRUNK WESTERN RAILWAY STATION, 117 YARDS
 NE0764'SOUTHEAST OF THE JUNCTION WITH THE PERE MARQUETTE RAILWAY
 NE0764'(NOW KNOWN AS CHESAPEAKE AND OHIO RAILWAY), 25 YARDS WEST OF
 NE0764'THE BANJO SIGNAL, AND 30.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 NE0764'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 43 1934 AND SET
 NE0764'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0137 ***********************************************************************
 RJ0137  DESIGNATION -  C 44
 RJ0137  PID         -  RJ0137
 RJ0137  STATE/COUNTY-  MI/CHIPPEWA
 RJ0137  COUNTRY     -  US
 RJ0137  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0137
 RJ0137                         *CURRENT SURVEY CONTROL
 RJ0137  ______________________________________________________________________
 RJ0137* NAD 83(1986) POSITION- 46 30 05.     (N) 084 21 20.     (W)   SCALED
 RJ0137* NAVD 88 ORTHO HEIGHT -   185.084 (meters)      607.23  (feet) ADJUSTED
 RJ0137  ______________________________________________________________________
 RJ0137  GEOID HEIGHT    -        -36.631 (meters)                     GEOID18
 RJ0137  DYNAMIC HEIGHT  -        185.094 (meters)      607.26  (feet) COMP
 RJ0137  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RJ0137
 RJ0137  VERT ORDER      -  FIRST     CLASS II
 RJ0137
 RJ0137.The horizontal coordinates were scaled from a map and have
 RJ0137.an estimated accuracy of +/- 6 seconds.
 RJ0137
 RJ0137.The orthometric height was determined by differential leveling and
 RJ0137.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0137.in June 1991.
 RJ0137
 RJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0137.GEOID18 height accuracy estimate available here.
 RJ0137
 RJ0137.Click photographs - Photos may exist for this station.
 RJ0137
 RJ0137.The dynamic height is computed by dividing the NAVD 88
 RJ0137.geopotential number by the normal gravity value computed on the
 RJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0137.degrees latitude (g = 980.6199 gals.).
 RJ0137
 RJ0137.The modeled gravity was interpolated from observed gravity values.
 RJ0137
 RJ0137;                    North         East    Units  Estimated Accuracy
 RJ0137;SPC MI N     -   194,340.    8,202,930.      MT  (+/- 180 meters Scaled)
 RJ0137
 RJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS029531(NAD 83)
 RJ0137
 RJ0137                          SUPERSEDED SURVEY CONTROL
 RJ0137
 RJ0137  NGVD 29 (??/??/92)  185.043  (m)          607.10   (f) ADJ UNCH    1 2
 RJ0137
 RJ0137.Superseded values are not recommended for survey control.
 RJ0137
 RJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0137
 RJ0137_MARKER: DB = BENCH MARK DISK
 RJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0137_STAMPING: 607.121 C 44 1934
 RJ0137_MARK LOGO: CGS
 RJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0137+STABILITY: SURFACE MOTION
 RJ0137
 RJ0137  HISTORY     - Date     Condition        Report By
 RJ0137  HISTORY     - 1934     MONUMENTED       CGS
 RJ0137  HISTORY     - 1944     GOOD             CGS
 RJ0137  HISTORY     - 20080415 MARK NOT FOUND   INDIV
 RJ0137
 RJ0137                          STATION DESCRIPTION
 RJ0137
 RJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RJ0137'AT SAULT STE MARIE.
 RJ0137'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE MINNEAPOLIS, ST.
 RJ0137'PAUL AND STE. MARIE RAILROAD STATION, 43 FEET EAST OF THE
 RJ0137'SOUTHEAST CORNER, IN THE PARKWAY, 8 FEET NORTH OF THE TRACK, AND
 RJ0137'2 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK, STAMPED 607.121
 RJ0137'C 44 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RJ0137'INCHES ABOVE GROUND.
 RJ0137
 RJ0137                          STATION RECOVERY (2008)
 RJ0137
 RJ0137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CMP)
 RJ0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0273 ***********************************************************************
 NE0273  DESIGNATION -  C 44 USLS
 NE0273  PID         -  NE0273
 NE0273  STATE/COUNTY-  MI/ST CLAIR
 NE0273  COUNTRY     -  US
 NE0273  USGS QUAD   -  MARINE CITY (2017)
 NE0273
 NE0273                         *CURRENT SURVEY CONTROL
 NE0273  ______________________________________________________________________
 NE0273* NAD 83(1986) POSITION- 42 41 46.     (N) 082 30 22.     (W)   SCALED
 NE0273* NAVD 88 ORTHO HEIGHT -   177.692 (meters)      582.98  (feet) ADJUSTED
 NE0273  ______________________________________________________________________
 NE0273  GEOID HEIGHT    -        -34.982 (meters)                     GEOID18
 NE0273  DYNAMIC HEIGHT  -        177.643 (meters)      582.82  (feet) COMP
 NE0273  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 NE0273
 NE0273  VERT ORDER      -  FIRST     CLASS 0
 NE0273
 NE0273.The horizontal coordinates were scaled from a map and have
 NE0273.an estimated accuracy of +/- 6 seconds.
 NE0273
 NE0273.The orthometric height was determined by differential leveling and
 NE0273.adjusted by the NATIONAL GEODETIC SURVEY
 NE0273.in June 1991.
 NE0273
 NE0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0273.GEOID18 height accuracy estimate available here.
 NE0273
 NE0273.Click photographs - Photos may exist for this station.
 NE0273
 NE0273.The dynamic height is computed by dividing the NAVD 88
 NE0273.geopotential number by the normal gravity value computed on the
 NE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0273.degrees latitude (g = 980.6199 gals.).
 NE0273
 NE0273.The modeled gravity was interpolated from observed gravity values.
 NE0273
 NE0273;                    North         East    Units  Estimated Accuracy
 NE0273;SPC MI S     -   134,550.    4,152,430.      MT  (+/- 180 meters Scaled)
 NE0273
 NE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH766281(NAD 83)
 NE0273
 NE0273                          SUPERSEDED SURVEY CONTROL
 NE0273
 NE0273  NGVD 29 (??/??/92)  177.815  (m)          583.38   (f) ADJ UNCH    1 0
 NE0273
 NE0273.Superseded values are not recommended for survey control.
 NE0273
 NE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0273.See file dsdata.pdf to determine how the superseded data were derived.
 NE0273
 NE0273_MARKER: Z = SEE DESCRIPTION
 NE0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0273_SP_SET: CONCRETE MONUMENT
 NE0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0273
 NE0273  HISTORY     - Date     Condition        Report By
 NE0273  HISTORY     - 1929     MONUMENTED       USLS
 NE0273  HISTORY     - 1970     GOOD             USLS
 NE0273  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0273  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0273
 NE0273                          STATION DESCRIPTION
 NE0273
 NE0273'DESCRIBED BY US LAKE SURVEY 1970
 NE0273'2.4 MI W FROM MARINE CITY.
 NE0273'C-44 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.4 MILES WEST AND
 NE0273'SOUTH ALONG HIGHWAY 29 FROM THE INTERSECTION OF BROADWAY AND
 NE0273'MAIN STREETS IN MARINE CITY, AT THE SCHROEDER FARM NO. 6770 RIVER
 NE0273'ROAD (HIGHWAY 29), 91.0 FEET NORTHWEST OF UTILITY POLE NO. DE-56,
 NE0273'82.3 FEET SOUTHWEST OF UTILITY POLE NO. 50B, 32 FEET WEST OF
 NE0273'HIGHWAY, 3.2 FEET NORTH OF UTILITY POLE NO. 32, 0.9 FOOT SOUTH
 NE0273'OF CORNER POST AND IN LINE WITH NORTH-SOUTH 6-FOOT HIGH CYCLONE
 NE0273'FENCE, 1-FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST POINT
 NE0273'OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF A 6-INCH
 NE0273'DIAMETER CONCRETE MONUMENT.  NOTE-- BM 1929
 NE0273
 NE0273                          STATION RECOVERY (1980)
 NE0273
 NE0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0273'NOT RECOVERED, AS THE FARM HAS BEEN SOLD AND THE RIVER SPLINE AND
 NE0273'GEAR INC BUILDING IS NOW AT THIS LOCATION
 NE0273
 NE0273                          STATION RECOVERY (1999)
 NE0273
 NE0273'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0331 ***********************************************************************
 RJ0331  DESIGNATION -  C 45
 RJ0331  PID         -  RJ0331
 RJ0331  STATE/COUNTY-  MI/CHIPPEWA
 RJ0331  COUNTRY     -  US
 RJ0331  USGS QUAD   -  HULBERT (2017)
 RJ0331
 RJ0331                         *CURRENT SURVEY CONTROL
 RJ0331  ______________________________________________________________________
 RJ0331* NAD 83(1986) POSITION- 46 20 39.     (N) 085 11 18.     (W)   SCALED
 RJ0331* NAVD 88 ORTHO HEIGHT -   217.921 (meters)      714.96  (feet) ADJUSTED
 RJ0331  ______________________________________________________________________
 RJ0331  GEOID HEIGHT    -        -35.374 (meters)                     GEOID18
 RJ0331  DYNAMIC HEIGHT  -        217.937 (meters)      715.02  (feet) COMP
 RJ0331  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 RJ0331
 RJ0331  VERT ORDER      -  FIRST     CLASS II
 RJ0331
 RJ0331.The horizontal coordinates were scaled from a map and have
 RJ0331.an estimated accuracy of +/- 6 seconds.
 RJ0331
 RJ0331.The orthometric height was determined by differential leveling and
 RJ0331.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0331.in June 1991.
 RJ0331
 RJ0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0331.GEOID18 height accuracy estimate available here.
 RJ0331
 RJ0331.Click photographs - Photos may exist for this station.
 RJ0331
 RJ0331.The dynamic height is computed by dividing the NAVD 88
 RJ0331.geopotential number by the normal gravity value computed on the
 RJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0331.degrees latitude (g = 980.6199 gals.).
 RJ0331
 RJ0331.The modeled gravity was interpolated from observed gravity values.
 RJ0331
 RJ0331;                    North         East    Units  Estimated Accuracy
 RJ0331;SPC MI N     -   175,070.    8,139,440.      MT  (+/- 180 meters Scaled)
 RJ0331
 RJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS394338(NAD 83)
 RJ0331
 RJ0331                          SUPERSEDED SURVEY CONTROL
 RJ0331
 RJ0331  NGVD 29 (??/??/92)  217.912  (m)          714.93   (f) ADJ UNCH    1 2
 RJ0331
 RJ0331.Superseded values are not recommended for survey control.
 RJ0331
 RJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0331.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0331
 RJ0331_MARKER: DB = BENCH MARK DISK
 RJ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0331_STAMPING: C 45 1934
 RJ0331_MARK LOGO: CGS
 RJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0331+STABILITY: SURFACE MOTION
 RJ0331
 RJ0331  HISTORY     - Date     Condition        Report By
 RJ0331  HISTORY     - 1934     MONUMENTED       CGS
 RJ0331  HISTORY     - 1935     GOOD             CGS
 RJ0331  HISTORY     - 1965     MARK NOT FOUND   USGS
 RJ0331
 RJ0331                          STATION DESCRIPTION
 RJ0331
 RJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0331'2 MI W FROM HULBERT.
 RJ0331'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0331'RAILWAY FROM HULBERT, CHIPPEWA COUNTY, ONE RAIL EAST OF
 RJ0331'MILEPOST 43, AND 10 FEET SOUTH OF THE TRACK.  A STANDARD DISK,
 RJ0331'STAMPED C 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0331
 RJ0331                          STATION RECOVERY (1965)
 RJ0331
 RJ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0271 ***********************************************************************
 NE0271  DESIGNATION -  C 46
 NE0271  PID         -  NE0271
 NE0271  STATE/COUNTY-  MI/ST CLAIR
 NE0271  COUNTRY     -  US
 NE0271  USGS QUAD   -  MARINE CITY (2017)
 NE0271
 NE0271                         *CURRENT SURVEY CONTROL
 NE0271  ______________________________________________________________________
 NE0271* NAD 83(1986) POSITION- 42 40 09.     (N) 082 30 52.     (W)   SCALED
 NE0271* NAVD 88 ORTHO HEIGHT -   177.284 (meters)      581.64  (feet) ADJUSTED
 NE0271  ______________________________________________________________________
 NE0271  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 NE0271  DYNAMIC HEIGHT  -        177.235 (meters)      581.48  (feet) COMP
 NE0271  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 NE0271  OBS GRAVITY     -    980,338.5   (mgal)                       GRAV_OBS
 NE0271
 NE0271  VERT ORDER      -  FIRST     CLASS 0
 NE0271
 NE0271.The horizontal coordinates were scaled from a map and have
 NE0271.an estimated accuracy of +/- 6 seconds.
 NE0271
 NE0271.The orthometric height was determined by differential leveling and
 NE0271.adjusted by the NATIONAL GEODETIC SURVEY
 NE0271.in June 1991.
 NE0271
 NE0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0271.GEOID18 height accuracy estimate available here.
 NE0271
 NE0271.Click photographs - Photos may exist for this station.
 NE0271
 NE0271.The dynamic height is computed by dividing the NAVD 88
 NE0271.geopotential number by the normal gravity value computed on the
 NE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0271.degrees latitude (g = 980.6199 gals.).
 NE0271
 NE0271.The modeled gravity was interpolated from observed gravity values.
 NE0271
 NE0271.The observed gravity was obtained from relative gravimeter ties
 NE0271.to the IGSN71 gravity network.
 NE0271
 NE0271;                    North         East    Units  Estimated Accuracy
 NE0271;SPC MI S     -   131,540.    4,151,810.      MT  (+/- 180 meters Scaled)
 NE0271
 NE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758251(NAD 83)
 NE0271
 NE0271                          SUPERSEDED SURVEY CONTROL
 NE0271
 NE0271  NGVD 29 (11/26/84)  177.408  (m)          582.05   (f) ADJUSTED    1 0
 NE0271
 NE0271.Superseded values are not recommended for survey control.
 NE0271
 NE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0271.See file dsdata.pdf to determine how the superseded data were derived.
 NE0271
 NE0271_MARKER: DD = SURVEY DISK
 NE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0271_STAMPING: C 46 USLS 1929
 NE0271_MARK LOGO: USLS
 NE0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0271+STABILITY: SURFACE MOTION
 NE0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0271+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 NE0271
 NE0271  HISTORY     - Date     Condition        Report By
 NE0271  HISTORY     - 1929     MONUMENTED       USLS
 NE0271  HISTORY     - 1970     GOOD             USLS
 NE0271  HISTORY     - 1980     GOOD             NGS
 NE0271  HISTORY     - 19930909 GOOD             NGS
 NE0271  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0271
 NE0271                          STATION DESCRIPTION
 NE0271
 NE0271'DESCRIBED BY US LAKE SURVEY 1970
 NE0271'4.2 MI W FROM MARINE CITY.
 NE0271'C-46 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 4.2 MILES WEST AND
 NE0271'SOUTH ALONG HIGHWAY 29 FROM INTERSECTION OF BROADWAY AND MAIN
 NE0271'STREETS IN MARINE CITY, 0.7 MILE SOUTH OF CENTERLINE OF BROADBRIDGE
 NE0271'ROAD, ON PROPERTY OF M. HENRY AT NO. 7985 RIVER ROAD (HIGHWAY 29),
 NE0271'87.2 FEET NORTH OF UTILITY POLE NO. 1027, 45.6 FEET NORTHEAST
 NE0271'OF A FIRE HYDRANT, 26 FEET EAST OF CENTERLINE OF HIGHWAY, 16.9
 NE0271'FEET SOUTHEAST OF CENTER OF CAST IRON SEWER, 3.3 FEET SOUTHWEST
 NE0271'OF CORNER POST OF NORTH-SOUTH 4-FOOT HIGH CYCLONE FENCE, FLUSH
 NE0271'WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 NE0271'OF BRONZE DISC SET INTO TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT.
 NE0271'NOTE-- BM 1929
 NE0271
 NE0271                          STATION RECOVERY (1980)
 NE0271
 NE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0271'6.8 KILOMETERS (4.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0271'THE INTERSECTION OF BROADWAY AND MAIN STREETS IN MARINE CITY, 1.1
 NE0271'KILOMETERS (0.7 MILES) SOUTH OF THE JUNCTION OF BROAD BRIDGE ROAD,
 NE0271'TO THE MARK ON THE EAST SIDE OF THE HIGHWAY, SET AT THE NORTHWEST
 NE0271'CORNER OF PRPOERTY AT HOUSE NUMBER 7985, 13.9 METERS (45.6 FEET)
 NE0271'NORTHEAST OF A FIRE HYDRANT, 10.9 METERS (26.0 FEET) EAST OF THE
 NE0271'CENTER LINE OF THE HIGHWAY, 5.15 METERS (16.9 FEET) SOUTHEAST OF
 NE0271'THE CENTER OF A 24-INCH CIRCULAR CATCH BASIN, 1.1 METER (3.3 FEET)
 NE0271'SOUTHWEST OF THE SOUTH END POST OF A CHAIN LINK FENCE
 NE0271'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NE0271'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0271
 NE0271                          STATION RECOVERY (1993)
 NE0271
 NE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NE0271'RECOVERED IN GOOD CONDITION.
 NE0271
 NE0271                          STATION RECOVERY (1999)
 NE0271
 NE0271'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0450 ***********************************************************************
 RJ0450  DESIGNATION -  C 46
 RJ0450  PID         -  RJ0450
 RJ0450  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0450  COUNTRY     -  US
 RJ0450  USGS QUAD   -  SENEY (2017)
 RJ0450
 RJ0450                         *CURRENT SURVEY CONTROL
 RJ0450  ______________________________________________________________________
 RJ0450* NAD 83(1986) POSITION- 46 20 40.     (N) 085 59 34.     (W)   SCALED
 RJ0450* NAVD 88 ORTHO HEIGHT -   226.185 (meters)      742.08  (feet) ADJUSTED
 RJ0450  ______________________________________________________________________
 RJ0450  GEOID HEIGHT    -        -35.223 (meters)                     GEOID18
 RJ0450  DYNAMIC HEIGHT  -        226.201 (meters)      742.13  (feet) COMP
 RJ0450  MODELED GRAVITY -    980,677.8   (mgal)                       NAVD 88
 RJ0450
 RJ0450  VERT ORDER      -  FIRST     CLASS II
 RJ0450
 RJ0450.The horizontal coordinates were scaled from a map and have
 RJ0450.an estimated accuracy of +/- 6 seconds.
 RJ0450
 RJ0450.The orthometric height was determined by differential leveling and
 RJ0450.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0450.in June 1991.
 RJ0450
 RJ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0450.GEOID18 height accuracy estimate available here.
 RJ0450
 RJ0450.Click photographs - Photos may exist for this station.
 RJ0450
 RJ0450.The dynamic height is computed by dividing the NAVD 88
 RJ0450.geopotential number by the normal gravity value computed on the
 RJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0450.degrees latitude (g = 980.6199 gals.).
 RJ0450
 RJ0450.The modeled gravity was interpolated from observed gravity values.
 RJ0450
 RJ0450;                    North         East    Units  Estimated Accuracy
 RJ0450;SPC MI N     -   174,000.    8,077,530.      MT  (+/- 180 meters Scaled)
 RJ0450
 RJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES775328(NAD 83)
 RJ0450
 RJ0450                          SUPERSEDED SURVEY CONTROL
 RJ0450
 RJ0450  NGVD 29 (??/??/92)  226.152  (m)          741.97   (f) ADJ UNCH    1 2
 RJ0450
 RJ0450.Superseded values are not recommended for survey control.
 RJ0450
 RJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0450.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0450
 RJ0450_MARKER: DB = BENCH MARK DISK
 RJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0450_STAMPING: C 46 1934
 RJ0450_MARK LOGO: CGS
 RJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0450+STABILITY: SURFACE MOTION
 RJ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0450+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0450
 RJ0450  HISTORY     - Date     Condition        Report By
 RJ0450  HISTORY     - 1934     MONUMENTED       CGS
 RJ0450  HISTORY     - 1964     GOOD             CGS
 RJ0450  HISTORY     - 19940801 GOOD             USPSQD
 RJ0450  HISTORY     - 19990909 GOOD             USPSQD
 RJ0450  HISTORY     - 20060911 GOOD             USPSQD
 RJ0450
 RJ0450                          STATION DESCRIPTION
 RJ0450
 RJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0450'2.2 MI W FROM SENEY.
 RJ0450'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0450'STATION AT SENEY, IN S 36, T 46 N, R 14 W, ABOUT 0.15 MILE OR
 RJ0450'EIGHTEEN 33-FOOT RAILS WEST OF A WOODEN TRESTLE OVER CLARKS
 RJ0450'DITCH, ABOUT 0.15 MILE EAST OF MILEPOST 82, 72 FEET SOUTHWEST
 RJ0450'OF THE 5TH TELEGRAPH POLE EAST OF THE MILEPOST, 41 FEET SOUTH
 RJ0450'OF THE SOUTH RAIL, 6 FEET NORTH OF AN OLD FENCE LINE, 1.4 FEET
 RJ0450'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 RJ0450'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0450'3 INCHES.
 RJ0450
 RJ0450                          STATION RECOVERY (1994)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0450'RECOVERED IN GOOD CONDITION.
 RJ0450
 RJ0450                          STATION RECOVERY (1999)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0450'RECOVERED IN GOOD CONDITION.
 RJ0450
 RJ0450                          STATION RECOVERY (2006)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1705 ***********************************************************************
 NE1705  CBN         -  This is a Cooperative Base Network Control Station.
 NE1705  DESIGNATION -  C 46 2
 NE1705  PID         -  NE1705
 NE1705  STATE/COUNTY-  MI/ST CLAIR
 NE1705  COUNTRY     -  US
 NE1705  USGS QUAD   -  MARINE CITY (2017)
 NE1705
 NE1705                         *CURRENT SURVEY CONTROL
 NE1705  ______________________________________________________________________
 NE1705* NAD 83(2011) POSITION- 42 40 17.03395(N) 082 30 55.07460(W)   ADJUSTED
 NE1705* NAD 83(2011) ELLIP HT-   141.853 (meters)        (06/27/12)   ADJUSTED
 NE1705* NAD 83(2011) EPOCH   -  2010.00
 NE1705* NAVD 88 ORTHO HEIGHT -   176.824 (meters)      580.13  (feet) ADJUSTED
 NE1705  ______________________________________________________________________
 NE1705  GEOID HEIGHT    -        -34.967 (meters)                     GEOID18
 NE1705  NAD 83(2011) X  -    611,822.032 (meters)                     COMP
 NE1705  NAD 83(2011) Y  - -4,656,857.822 (meters)                     COMP
 NE1705  NAD 83(2011) Z  -  4,300,829.174 (meters)                     COMP
 NE1705  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 NE1705  DYNAMIC HEIGHT  -        176.775 (meters)      579.97  (feet) COMP
 NE1705  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 NE1705
 NE1705  VERT ORDER      -  SECOND    CLASS I
 NE1705
 NE1705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1705  Standards:
 NE1705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1705  -------------------------------------------------------------------
 NE1705  NETWORK    0.29   0.45           0.13   0.10   0.23      0.05585915
 NE1705  -------------------------------------------------------------------
 NE1705  Click here for local accuracies and other accuracy information.
 NE1705
 NE1705.The horizontal coordinates were established by GPS observations
 NE1705.and adjusted by the National Geodetic Survey in June 2012.
 NE1705
 NE1705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1705.been affixed to the stable North American tectonic plate. See 
 NE1705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1705
 NE1705.The horizontal coordinates are valid at the epoch date displayed above
 NE1705.which is a decimal equivalence of Year/Month/Day.
 NE1705
 NE1705.The orthometric height was determined by differential leveling and
 NE1705.adjusted by the NATIONAL GEODETIC SURVEY
 NE1705.in July 2007.
 NE1705
 NE1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1705.GEOID18 height accuracy estimate available here.
 NE1705
 NE1705.Click photographs - Photos may exist for this station.
 NE1705
 NE1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1705
 NE1705.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1705
 NE1705.The ellipsoidal height was determined by GPS observations
 NE1705.and is referenced to NAD 83.
 NE1705
 NE1705.The dynamic height is computed by dividing the NAVD 88
 NE1705.geopotential number by the normal gravity value computed on the
 NE1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1705.degrees latitude (g = 980.6199 gals.).
 NE1705
 NE1705.The modeled gravity was interpolated from observed gravity values.
 NE1705
 NE1705. The following values were computed from the NAD 83(2011) position.
 NE1705
 NE1705;                    North         East     Units Scale Factor Converg.
 NE1705;SPC MI S     -   131,784.092 4,151,739.007   MT  0.99991379   +1 15 35.7
 NE1705;SPC MI S     -   432,362.51 13,621,190.97   iFT  0.99991379   +1 15 35.7
 NE1705;UTM  17      - 4,725,438.204   375,833.188   MT  0.99978968   -1 01 37.9
 NE1705
 NE1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1705!SPC MI S     -   0.99997775  x   0.99991379  =   0.99989155
 NE1705!UTM  17      -   0.99997775  x   0.99978968  =   0.99976744
 NE1705
 NE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7583325438(NAD 83)
 NE1705
 NE1705                          SUPERSEDED SURVEY CONTROL
 NE1705
 NE1705  NAD 83(2007)-  42 40 17.03408(N)    082 30 55.07530(W) AD(2002.00) 1
 NE1705  ELLIP H (06/10/07)  141.862  (m)                       GP(2002.00) 4 1
 NE1705  NAD 83(2007)-  42 40 17.03414(N)    082 30 55.07595(W) AD(2002.00) 0
 NE1705  ELLIP H (02/10/07)  141.861  (m)                       GP(2002.00)    
 NE1705  ELLIP H (07/12/02)  141.890  (m)                       GP(       ) 4 2
 NE1705  NAD 83(1994)-  42 40 17.03419(N)    082 30 55.07560(W) AD(       ) B
 NE1705  ELLIP H (09/20/95)  141.899  (m)                       GP(       ) 1 2
 NE1705  NAVD 88 (02/05/16)  176.828  (m)          580.14   (f) SUPERSEDED  3 0
 NE1705  NAVD 88             176.82   (m)          580.1    (f) LEVELING    3  
 NE1705  NAVD 88             176.83   (m)          580.1    (f) LEVELING    3  
 NE1705  NGVD 29 (02/05/16)  176.95   (m)          580.5    (f) RESET       3  
 NE1705
 NE1705.Superseded values are not recommended for survey control.
 NE1705
 NE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1705.See file dsdata.pdf to determine how the superseded data were derived.
 NE1705
 NE1705_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1705_STAMPING: C 46 USLS NO 2 1994
 NE1705_MARK LOGO: NGS
 NE1705_PROJECTION: FLUSH
 NE1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1705+STABILITY: SURFACE MOTION
 NE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1705+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 NE1705
 NE1705  HISTORY     - Date     Condition        Report By
 NE1705  HISTORY     - 1993     MONUMENTED       NGS
 NE1705  HISTORY     - 19941208 GOOD             NGS
 NE1705  HISTORY     - 20011001 GOOD             MI-147
 NE1705  HISTORY     - 20060418 GOOD             MIDT
 NE1705
 NE1705                          STATION DESCRIPTION
 NE1705
 NE1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NE1705'STATION IS LOCATED ABOUT 4.1 MILES (6.6 KM) WEST AND SOUTH ALONG
 NE1705'HIGHWAY 29 FROM THE INTERSECTION OF BROADWAY AND MAIN STREETS IN
 NE1705'MARINE CITY, IS SECTION 23, T-3-N, R-16-E, COLTRELLVILLE TOWNSHIP,
 NE1705'AND ON HIGHWAY RIGHT-OF-WAY.
 NE1705'TO REACH FROM THE JUNCTION OF BROADWAY AND MAIN STREETS, (STATE
 NE1705'HIGHWAY 29) IN MARINE CITY, GO WEST AND SOUTH ALONG HIGHWAY 29 FOR
 NE1705'4.1 MILES (6.6 KM) TO A SIDE STREET RIGHT, NATICAL LANE.  TURN LEFT
 NE1705'ON NATICAL LANE GOING WESTERLY FOR ABOUT 253 FEET (77.1 M) TO THE
 NE1705'STATION ON RIGHT JUST BEFORE CROSSING A SIX FOOT DIAMETER PIPE
 NE1705'CULVERT UNDER NATICAL LANE.
 NE1705'THE STATION IS 252.5 FEET (77.0 M) WEST OF THE CENTERLINE OF HIGHWAY
 NE1705'29, 70.0 FEET (21.3 M) WEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 NE1705'668 NATICAL LANE, 36.0 FEET (11.0 M) WEST FROM THE CENTER OF A
 NE1705'MANHOLE COVER, 13.0 FEET (4.0 M) NORTH OF THE NORTH EDGE OF NATICAL
 NE1705'LANE, AND 11.0 FEET (3.4 M) EAST FROM THE CENTER OF THE SIX FOOT
 NE1705'DIAMETER PIPE CULVERT UNDER NATICAL LANE.
 NE1705'NOTE--- THE ELEVATION FOR THIS STATION WAS ESTABLISHED FROM LEVELS RAN
 NE1705'FROM STATION C 46 USLS 1929 WHICH IS JUST SOUTHEAST OF THE STATION ON
 NE1705'THE EAST SIDE OF HIGHWAY 29.
 NE1705
 NE1705                          STATION RECOVERY (1994)
 NE1705
 NE1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1705'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHWEST OF MARINE
 NE1705'CITY, 4 KM (2.50 MI) NORTH OF ALGONAC, IN SECTION 23, T 3 N, R 16 E,
 NE1705'COTTRELLVILLE TOWNSHIP.  TO REACH FROM BROADWAY AND MAIN STREETS IN
 NE1705'MARINE CITY GO 4.1 MILES (6.6 KM) WEST AND SOUTH ALONG STATE HIGHWAY
 NE1705'29 TO NATICAL LANE ON THE RIGHT.  TURN RIGHT AND GO ABOUT 253 FEET
 NE1705'(77.1 M) TO STATION ON RIGHT, JUST BEFORE CROSSING A CANAL.  STATION
 NE1705'IS 252.5 FT (77.0 M) WEST OF THE CENTERLINE OF HIGHWAY 29, 13.0 FT
 NE1705'(4.0 M) NORTH OF THE NORTH EDGE OF NATICAL LANE, 11.0 FT (3.4 M) EAST
 NE1705'OF THE CENTERLINE OF A 72-INCH METAL CULVERT UNDER NATICAL LANE, 36.0
 NE1705'FT (11.0 M) WEST OF THE CENTER OF A MANHOLE COVER AND 70.0 FT (21.3 M)
 NE1705'WEST OF THE SOUTHWEST CORNER OF THE GARAGE AT 668 NATICAL LANE.
 NE1705
 NE1705                          STATION RECOVERY (2001)
 NE1705
 NE1705'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1705'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1705'SUBMITTED - FEBRUARY 21, 2002
 NE1705
 NE1705                          STATION RECOVERY (2006)
 NE1705
 NE1705'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1705'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. 3.90 METERS (12.8
 NE1705'FEET) NORTH OF THE EDGE OF PAVEMENT, AND 0.99 METERS (3.25 FEET) NORTH
 NE1705'OF A CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0269 ***********************************************************************
 NE0269  DESIGNATION -  C 47
 NE0269  PID         -  NE0269
 NE0269  STATE/COUNTY-  MI/ST CLAIR
 NE0269  COUNTRY     -  US
 NE0269  USGS QUAD   -  MARINE CITY (2017)
 NE0269
 NE0269                         *CURRENT SURVEY CONTROL
 NE0269  ______________________________________________________________________
 NE0269* NAD 83(1986) POSITION- 42 39 37.     (N) 082 31 00.     (W)   SCALED
 NE0269* NAVD 88 ORTHO HEIGHT -   177.272 (meters)      581.60  (feet) ADJUSTED
 NE0269  ______________________________________________________________________
 NE0269  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 NE0269  DYNAMIC HEIGHT  -        177.223 (meters)      581.44  (feet) COMP
 NE0269  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 NE0269
 NE0269  VERT ORDER      -  FIRST     CLASS 0
 NE0269
 NE0269.The horizontal coordinates were scaled from a map and have
 NE0269.an estimated accuracy of +/- 6 seconds.
 NE0269
 NE0269.The orthometric height was determined by differential leveling and
 NE0269.adjusted by the NATIONAL GEODETIC SURVEY
 NE0269.in June 1991.
 NE0269
 NE0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0269.GEOID18 height accuracy estimate available here.
 NE0269
 NE0269.Click photographs - Photos may exist for this station.
 NE0269
 NE0269.The dynamic height is computed by dividing the NAVD 88
 NE0269.geopotential number by the normal gravity value computed on the
 NE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0269.degrees latitude (g = 980.6199 gals.).
 NE0269
 NE0269.The modeled gravity was interpolated from observed gravity values.
 NE0269
 NE0269;                    North         East    Units  Estimated Accuracy
 NE0269;SPC MI S     -   130,550.    4,151,650.      MT  (+/- 180 meters Scaled)
 NE0269
 NE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756242(NAD 83)
 NE0269
 NE0269                          SUPERSEDED SURVEY CONTROL
 NE0269
 NE0269  NGVD 29 (??/??/92)  177.397  (m)          582.01   (f) ADJ UNCH    1 0
 NE0269
 NE0269.Superseded values are not recommended for survey control.
 NE0269
 NE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0269.See file dsdata.pdf to determine how the superseded data were derived.
 NE0269
 NE0269_MARKER: Z = SEE DESCRIPTION
 NE0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0269_SP_SET: CONCRETE MONUMENT
 NE0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0269
 NE0269  HISTORY     - Date     Condition        Report By
 NE0269  HISTORY     - 1929     MONUMENTED       USLS
 NE0269  HISTORY     - 1970     GOOD             USLS
 NE0269  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 NE0269
 NE0269                          STATION DESCRIPTION
 NE0269
 NE0269'DESCRIBED BY US LAKE SURVEY 1970
 NE0269'AT ROBERTS LANDING.
 NE0269'C-47 IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 NE0269'240 FEET NORTH OF CENTERLINE OF ROBERTS ROAD, 91.5 FEET NORTH
 NE0269'OF A UTILITY POLE, 54.2 FEET NORTHEAST OF EAST EDGE OF HIGHWAY
 NE0269'M-29 MEASURED ON LINE WITH TWO 18-INCH BLACK WALNUT TREES, 40.1
 NE0269'FEET SOUTH OF UTILITY POLE N9942, 8.4 FEET NORTHWEST OF MOST
 NE0269'WESTERLY OF BLACK WALNUT TREES, FLUSH WITH GROUND SURFACE, BEING
 NE0269'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0269'TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT.  NOTE-- BM 1929
 NE0269
 NE0269                          STATION RECOVERY (1999)
 NE0269
 NE0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0106 ***********************************************************************
 RK0106  DESIGNATION -  C 47
 RK0106  PID         -  RK0106
 RK0106  STATE/COUNTY-  MI/ALGER
 RK0106  COUNTRY     -  US
 RK0106  USGS QUAD   -  ROCK RIVER (2017)
 RK0106
 RK0106                         *CURRENT SURVEY CONTROL
 RK0106  ______________________________________________________________________
 RK0106* NAD 83(1986) POSITION- 46 26 01.73   (N) 086 52 33.80   (W)   HD_HELD1
 RK0106* NAVD 88 ORTHO HEIGHT -   185.678 (meters)      609.18  (feet) ADJUSTED
 RK0106  ______________________________________________________________________
 RK0106  GEOID HEIGHT    -        -35.272 (meters)                     GEOID18
 RK0106  DYNAMIC HEIGHT  -        185.691 (meters)      609.22  (feet) COMP
 RK0106  MODELED GRAVITY -    980,681.6   (mgal)                       NAVD 88
 RK0106
 RK0106  VERT ORDER      -  FIRST     CLASS II
 RK0106
 RK0106.The horizontal coordinates were determined by differentially corrected
 RK0106.hand held GPS observations or other comparable positioning techniques
 RK0106.and have an estimated accuracy of +/- 3 meters.
 RK0106
 RK0106.The orthometric height was determined by differential leveling and
 RK0106.adjusted by the NATIONAL GEODETIC SURVEY
 RK0106.in June 1991.
 RK0106
 RK0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0106.GEOID18 height accuracy estimate available here.
 RK0106
 RK0106.Click photographs - Photos may exist for this station.
 RK0106
 RK0106.The dynamic height is computed by dividing the NAVD 88
 RK0106.geopotential number by the normal gravity value computed on the
 RK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0106.degrees latitude (g = 980.6199 gals.).
 RK0106
 RK0106.The modeled gravity was interpolated from observed gravity values.
 RK0106
 RK0106;                    North         East    Units  Estimated Accuracy
 RK0106;SPC MI N     -   183,449.0   8,009,524.9     MT  (+/- 3 meters HH1 GPS) 
 RK0106
 RK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0952242256(NAD 83)
 RK0106
 RK0106                          SUPERSEDED SURVEY CONTROL
 RK0106
 RK0106  NGVD 29 (??/??/92)  185.655  (m)          609.10   (f) ADJ UNCH    1 2
 RK0106
 RK0106.Superseded values are not recommended for survey control.
 RK0106
 RK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0106.See file dsdata.pdf to determine how the superseded data were derived.
 RK0106
 RK0106_MARKER: DB = BENCH MARK DISK
 RK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0106_STAMPING: C 47 1934
 RK0106_MARK LOGO: CGS
 RK0106_PROJECTION: PROJECTING 15 CENTIMETERS
 RK0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0106+STABILITY: SURFACE MOTION
 RK0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0106+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 RK0106
 RK0106  HISTORY     - Date     Condition        Report By
 RK0106  HISTORY     - 1934     MONUMENTED       CGS
 RK0106  HISTORY     - 1935     GOOD             CGS
 RK0106  HISTORY     - 19960319 GOOD             MI-003
 RK0106  HISTORY     - 19980414 GOOD             NGS
 RK0106  HISTORY     - 20061112 GOOD             GEOCAC
 RK0106  HISTORY     - 20200615 GOOD             TRIMEE
 RK0106
 RK0106                          STATION DESCRIPTION
 RK0106
 RK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0106'2 MI W FROM AU TRAIN.
 RK0106'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0106'FROM AU TRAIN, ALGER COUNTY, 3-1/4 RAILS EAST OF MILEPOST 127,
 RK0106'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW
 RK0106'OF POLES, AND 20 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 RK0106'C 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0106
 RK0106                          STATION RECOVERY (1996)
 RK0106
 RK0106'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0106'RECOVERED AS DESCRIBED.
 RK0106
 RK0106                          STATION RECOVERY (1998)
 RK0106
 RK0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0106'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0106'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0106'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0106'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0106'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0106'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0106
 RK0106                          STATION RECOVERY (2006)
 RK0106
 RK0106'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0106'RAILROAD REFERENCES FROM THE 1934 DESCRIPTION ARE GONE. STATION IS 1.7
 RK0106'MILES WEST ALONG THE OLD DULUTH, SOUTH SHORE AND ATLANTIC GRADE FROM
 RK0106'ITS INTERSECTION WITH MAPLE STREET IN AU TRAIN. STATION IS 112 FEET
 RK0106'EAST OF A CONCRETE CULVERT, 7.5 FEET NORTHWEST OF A 14 INCH BLAZED AND
 RK0106'SPRAY PAINTED RED PINE, MARKED BY A CARSONITE WITNESS POST.
 RK0106
 RK0106                          STATION RECOVERY (2020)
 RK0106
 RK0106'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GWC)
 RK0106'NEEDS A LITTLE BRUSHING TO MAKE IT GPSABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0054 ***********************************************************************
 RL0054  HT_MOD      -  This is a Height Modernization Survey Station.
 RL0054  DESIGNATION -  C 48
 RL0054  PID         -  RL0054
 RL0054  STATE/COUNTY-  MI/BARAGA
 RL0054  COUNTRY     -  US
 RL0054  USGS QUAD   -  L'ANSE (2017)
 RL0054
 RL0054                         *CURRENT SURVEY CONTROL
 RL0054  ______________________________________________________________________
 RL0054* NAD 83(2011) POSITION- 46 45 53.09469(N) 088 29 53.52903(W)   ADJUSTED
 RL0054* NAD 83(2011) ELLIP HT-   153.588 (meters)        (06/27/12)   ADJUSTED
 RL0054* NAD 83(2011) EPOCH   -  2010.00
 RL0054* NAVD 88 ORTHO HEIGHT -   187.65  (meters)      615.6   (feet) GPS OBS
 RL0054  ______________________________________________________________________
 RL0054  NAVD 88 orthometric height was determined with geoid model    GEOID09
 RL0054  GEOID HEIGHT    -        -34.055 (meters)                     GEOID09
 RL0054  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 RL0054  NAD 83(2011) X  -    114,710.706 (meters)                     COMP
 RL0054  NAD 83(2011) Y  - -4,375,379.576 (meters)                     COMP
 RL0054  NAD 83(2011) Z  -  4,624,001.463 (meters)                     COMP
 RL0054  LAPLACE CORR    -         -6.12  (seconds)                    DEFLEC18
 RL0054
 RL0054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0054  Standards:
 RL0054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0054  -------------------------------------------------------------------
 RL0054  NETWORK    0.61   1.33           0.27   0.23   0.68      0.02689618
 RL0054  -------------------------------------------------------------------
 RL0054  Click here for local accuracies and other accuracy information.
 RL0054
 RL0054.The horizontal coordinates were established by GPS observations
 RL0054.and adjusted by the National Geodetic Survey in June 2012.
 RL0054
 RL0054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0054.been affixed to the stable North American tectonic plate. See 
 RL0054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0054
 RL0054.The horizontal coordinates are valid at the epoch date displayed above
 RL0054.which is a decimal equivalence of Year/Month/Day.
 RL0054
 RL0054.The orthometric height was determined by GPS observations and a
 RL0054.high-resolution geoid model using precise GPS observation and
 RL0054.processing techniques.
 RL0054
 RL0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0054.GEOID18 height accuracy estimate available here.
 RL0054
 RL0054.Click photographs - Photos may exist for this station.
 RL0054
 RL0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0054
 RL0054.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0054
 RL0054.The ellipsoidal height was determined by GPS observations
 RL0054.and is referenced to NAD 83.
 RL0054
 RL0054. The following values were computed from the NAD 83(2011) position.
 RL0054
 RL0054;                    North         East     Units Scale Factor Converg.
 RL0054;SPC MI N     -   221,307.725 7,885,567.461   MT  0.99993783   -1 04 58.4
 RL0054;SPC MI N     -   726,075.21 25,871,284.32   iFT  0.99993783   -1 04 58.4
 RL0054;UTM  16      - 5,180,111.813   385,600.097   MT  0.99976086   -1 05 29.9
 RL0054
 RL0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0054!SPC MI N     -   0.99997593  x   0.99993783  =   0.99991376
 RL0054!UTM  16      -   0.99997593  x   0.99976086  =   0.99973679
 RL0054
 RL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8560080111(NAD 83)
 RL0054
 RL0054                          SUPERSEDED SURVEY CONTROL
 RL0054
 RL0054  NAD 83(2007)-  46 45 53.09468(N)    088 29 53.52947(W) AD(2002.00) A
 RL0054  ELLIP H (02/24/11)  153.599  (m)                       GP(2002.00) 3 2
 RL0054  NAVD 88 (06/15/91)  187.749  (m)          615.97   (f) ADJUSTED    1 2
 RL0054  NGVD 29 (??/??/92)  187.729  (m)          615.91   (f) ADJ UNCH    1 2
 RL0054
 RL0054.Superseded values are not recommended for survey control.
 RL0054
 RL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0054.See file dsdata.pdf to determine how the superseded data were derived.
 RL0054
 RL0054_MARKER: DB = BENCH MARK DISK
 RL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0054_STAMPING: C 48 1934
 RL0054_MARK LOGO: CGS
 RL0054_PROJECTION: FLUSH
 RL0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0054+STABILITY: SURFACE MOTION
 RL0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0054+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 RL0054
 RL0054  HISTORY     - Date     Condition        Report By
 RL0054  HISTORY     - 1934     MONUMENTED       CGS
 RL0054  HISTORY     - 1948     GOOD             CGS
 RL0054  HISTORY     - 19940912 GOOD             MIDT
 RL0054  HISTORY     - 20090611 GOOD             MIDT
 RL0054  HISTORY     - 20090806 GOOD             GEOCAC
 RL0054
 RL0054                          STATION DESCRIPTION
 RL0054
 RL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0054'1 MI S FROM BARAGA.
 RL0054'ABOUT 0.95 MILE SOUTH ALONG DULUTH, SOUTH SHORE AND ATLANTIC
 RL0054'RAILWAY FROM THE STATION AT BARAGA, AT THE CROSSING OF BARAGA
 RL0054'BUSINESS ROUTE OF U.S. HIGHWAY 41, 212 FEET SOUTH-SOUTHWEST OF
 RL0054'THE CENTER OF THE CROSSING, 61 FEET WEST OF THE CENTER LINE OF
 RL0054'THE HIGHWAY, 40 FEET WEST-SOUTHWEST OF TELEPHONE POLE 834,
 RL0054'28 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 21
 RL0054'FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 RL0054'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE
 RL0054'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0054
 RL0054                          STATION RECOVERY (1994)
 RL0054
 RL0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 RL0054'AT THE EAST EDGE OF THE VILLAGE OF BARAGA, NEAR THE STATE PARK AND
 RL0054'ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD, AT THE INTERSECTION OF
 RL0054'U.S. HIGHWAY 41 AND BUSINESS ROUTE 41.  TO REACH FROM THE POST OFFICE
 RL0054'FOLLOW BUSINESS ROUTE 41 (SUPERIOR AVENUE) SOUTHEASTERLY 1.4 KM (0.85
 RL0054'MI) TO THE RIALROAD CROSSING AND THE STATION ON THE RIGHT. STATION IS
 RL0054'37.2 M (122.0 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 41, 64.6 M
 RL0054'(211.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE RAILROAD CROSSING,
 RL0054'18.7 M (61.4 FT) WEST OF THE CENTERLINE OF BUSINESS ROUTE 41, 8.6 M
 RL0054'(28.2 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF THE RAILROAD TRACK,
 RL0054'0.25 M (0.82 FT) EAST OF A CARSONITE WITNESS POST, AND ABOUT 0.8 M
 RL0054'(2.6 FT) BELOW THE TRACK AND PROJECTING 0.05 M.
 RL0054
 RL0054                          STATION RECOVERY (2009)
 RL0054
 RL0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0054'RECOVERED AS DESCRIBED.
 RL0054
 RL0054                          STATION RECOVERY (2009)
 RL0054
 RL0054'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RL0054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0610 ***********************************************************************
 RJ0610  DESIGNATION -  C 49
 RJ0610  PID         -  RJ0610
 RJ0610  STATE/COUNTY-  MI/CHIPPEWA
 RJ0610  COUNTRY     -  US
 RJ0610  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0610
 RJ0610                         *CURRENT SURVEY CONTROL
 RJ0610  ______________________________________________________________________
 RJ0610* NAD 83(1986) POSITION- 46 30 13.     (N) 084 21 47.     (W)   SCALED
 RJ0610* NAVD 88 ORTHO HEIGHT -   185.213 (meters)      607.65  (feet) ADJUSTED
 RJ0610  ______________________________________________________________________
 RJ0610  GEOID HEIGHT    -        -36.626 (meters)                     GEOID18
 RJ0610  DYNAMIC HEIGHT  -        185.223 (meters)      607.69  (feet) COMP
 RJ0610  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RJ0610
 RJ0610  VERT ORDER      -  FIRST     CLASS 0
 RJ0610
 RJ0610.The horizontal coordinates were scaled from a map and have
 RJ0610.an estimated accuracy of +/- 6 seconds.
 RJ0610
 RJ0610.The orthometric height was determined by differential leveling and
 RJ0610.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0610.in June 1991.
 RJ0610
 RJ0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0610.GEOID18 height accuracy estimate available here.
 RJ0610
 RJ0610.Click photographs - Photos may exist for this station.
 RJ0610
 RJ0610.The dynamic height is computed by dividing the NAVD 88
 RJ0610.geopotential number by the normal gravity value computed on the
 RJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0610.degrees latitude (g = 980.6199 gals.).
 RJ0610
 RJ0610.The modeled gravity was interpolated from observed gravity values.
 RJ0610
 RJ0610;                    North         East    Units  Estimated Accuracy
 RJ0610;SPC MI N     -   194,570.    8,202,350.      MT  (+/- 180 meters Scaled)
 RJ0610
 RJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS023533(NAD 83)
 RJ0610
 RJ0610                          SUPERSEDED SURVEY CONTROL
 RJ0610
 RJ0610.No superseded survey control is available for this station.
 RJ0610
 RJ0610_MARKER: Z = SEE DESCRIPTION
 RJ0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0610_SP_SET: RAILROAD BRIDGE ABUTMENT
 RJ0610_MARK LOGO: USLS
 RJ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0610+STABILITY: SURFACE MOTION
 RJ0610
 RJ0610  HISTORY     - Date     Condition        Report By
 RJ0610  HISTORY     - 1959     MONUMENTED       USLS
 RJ0610  HISTORY     - 1983     GOOD             NGS
 RJ0610  HISTORY     - 20010906 GOOD             WOOLPT
 RJ0610
 RJ0610                          STATION DESCRIPTION
 RJ0610
 RJ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0610'IN SAULT STE MARIE.
 RJ0610'IN SAULT STE. MARIE, NEAR CROSSING OF THE INTERNATIONAL BRIDGE, A 1 BY
 RJ0610'1.5 INCH BRONZE RECTANGLE ON THE END OF A 1-INCH SOLID STEEL BAR, SET
 RJ0610'VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER OF THE NORTH
 RJ0610'CONCRETE ABUTMENT OF BASCULE BRIDGE (RAILROAD BRIDGE) OVER SOO CANAL,
 RJ0610'0.14 METERS (0.45 FT) WEST OF EAST FACE OF ABUTMENT, 0.38 METERS
 RJ0610'(1.25 FT) ABOVE SEAWALL.  NOTE, NO STAMPING.
 RJ0610'THE MARK IS 0.38 M ABOVE SEAWALL.
 RJ0610
 RJ0610                          STATION RECOVERY (2001)
 RJ0610
 RJ0610'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 RJ0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0145 ***********************************************************************
 RK0145  DESIGNATION -  C 49
 RK0145  PID         -  RK0145
 RK0145  STATE/COUNTY-  MI/MARQUETTE
 RK0145  COUNTRY     -  US
 RK0145  USGS QUAD   -  SKANDIA (2017)
 RK0145
 RK0145                         *CURRENT SURVEY CONTROL
 RK0145  ______________________________________________________________________
 RK0145* NAD 83(1986) POSITION- 46 29 03.77   (N) 087 13 40.96   (W)   HD_HELD1
 RK0145* NAVD 88 ORTHO HEIGHT -   189.938 (meters)      623.15  (feet) ADJUSTED
 RK0145  ______________________________________________________________________
 RK0145  GEOID HEIGHT    -        -35.006 (meters)                     GEOID18
 RK0145  DYNAMIC HEIGHT  -        189.953 (meters)      623.20  (feet) COMP
 RK0145  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 RK0145
 RK0145  VERT ORDER      -  FIRST     CLASS II
 RK0145
 RK0145.The horizontal coordinates were determined by differentially corrected
 RK0145.hand held GPS observations or other comparable positioning techniques
 RK0145.and have an estimated accuracy of +/- 3 meters.
 RK0145
 RK0145.The orthometric height was determined by differential leveling and
 RK0145.adjusted by the NATIONAL GEODETIC SURVEY
 RK0145.in June 1991.
 RK0145
 RK0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0145.GEOID18 height accuracy estimate available here.
 RK0145
 RK0145.Click photographs - Photos may exist for this station.
 RK0145
 RK0145.The dynamic height is computed by dividing the NAVD 88
 RK0145.geopotential number by the normal gravity value computed on the
 RK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0145.degrees latitude (g = 980.6199 gals.).
 RK0145
 RK0145.The modeled gravity was interpolated from observed gravity values.
 RK0145
 RK0145;                    North         East    Units  Estimated Accuracy
 RK0145;SPC MI N     -   189,087.3   7,982,491.3     MT  (+/- 3 meters HH1 GPS) 
 RK0145
 RK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS8249647893(NAD 83)
 RK0145
 RK0145                          SUPERSEDED SURVEY CONTROL
 RK0145
 RK0145  NGVD 29 (??/??/92)  189.915  (m)          623.08   (f) ADJ UNCH    1 2
 RK0145
 RK0145.Superseded values are not recommended for survey control.
 RK0145
 RK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0145.See file dsdata.pdf to determine how the superseded data were derived.
 RK0145
 RK0145_MARKER: DB = BENCH MARK DISK
 RK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0145_STAMPING: C 49 1934
 RK0145_MARK LOGO: CGS
 RK0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0145+STABILITY: SURFACE MOTION
 RK0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0145+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0145
 RK0145  HISTORY     - Date     Condition        Report By
 RK0145  HISTORY     - 1934     MONUMENTED       CGS
 RK0145  HISTORY     - 1955     GOOD             CGS
 RK0145  HISTORY     - 19980413 GOOD             NGS
 RK0145  HISTORY     - 20030917 GOOD             MIDT
 RK0145  HISTORY     - 20060701 GOOD             GEOCAC
 RK0145
 RK0145                          STATION DESCRIPTION
 RK0145
 RK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RK0145'AT GORDON.
 RK0145'AT GORDON, MARQUETTE COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0145'ATLANTIC RAILWAY, 9 RAILS EAST OF THE STATION SIGN, OPPOSITE
 RK0145'MILEPOST 145, 6 RAILS WEST OF A SECTION HOUSE, 2 RAILS EAST OF
 RK0145'POLE 5375 AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 RK0145'STANDARD DISK, STAMPED C 49 1934 AND SET IN THE TOP OF A
 RK0145'CONCRETE POST.
 RK0145
 RK0145                          STATION RECOVERY (1998)
 RK0145
 RK0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0145'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0145'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0145'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0145'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0145'TRAILS PROJECT AND REMOVE THE TRACKS.  THERE ARE STILL REMAINS OF THE
 RK0145'FOUNDATION OF THE OLD RAILROAD STATION IN THE AREA.  RECOVERED BY
 RK0145'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0145
 RK0145                          STATION RECOVERY (2003)
 RK0145
 RK0145'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0145'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0145'HIGHWAY M-28, 5.2 MILES TO KAWBAWGAM ROAD.  GO SOUTH ON KAWBAWGAM ROAD
 RK0145'740 FEET TO THE ABANDONED RAILROAD GRADE.  GO EAST ON THE ABANDONED
 RK0145'RAILROAD GRADE, 0.6 MILES.  POINT IS 29 FEET NORTH OF APPROXIMATE
 RK0145'CENTERLINE OF ABANDONED RAILROAD GRADE AND IS MARKED WITH A CARSONITE
 RK0145'MARKER 1.5 FEET TO THE SOUTH.
 RK0145
 RK0145                          STATION RECOVERY (2006)
 RK0145
 RK0145'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0703 ***********************************************************************
 RL0703  DESIGNATION -  C 50
 RL0703  PID         -  RL0703
 RL0703  STATE/COUNTY-  MI/ONTONAGON
 RL0703  COUNTRY     -  US
 RL0703  USGS QUAD   -  EWEN (2017)
 RL0703
 RL0703                         *CURRENT SURVEY CONTROL
 RL0703  ______________________________________________________________________
 RL0703* NAD 83(1986) POSITION- 46 32 05.     (N) 089 16 22.     (W)   SCALED
 RL0703* NAVD 88 ORTHO HEIGHT -   352.944 (meters)     1157.95  (feet) POSTED
 RL0703  ______________________________________________________________________
 RL0703  GEOID HEIGHT    -        -31.800 (meters)                     GEOID18
 RL0703  DYNAMIC HEIGHT  -        352.96  (meters)     1158.0   (feet) COMP
 RL0703  MODELED GRAVITY -    980,643.9   (mgal)                       NAVD 88
 RL0703
 RL0703  VERT ORDER      -  * POSTED, SEE BELOW
 RL0703
 RL0703.The horizontal coordinates were scaled from a map and have
 RL0703.an estimated accuracy of +/- 6 seconds.
 RL0703
 RL0703.The orthometric height was determined by differential leveling
 RL0703.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RL0703
 RL0703.* This is a POSTED BENCH MARK height.
 RL0703
 RL0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0703.GEOID18 height accuracy estimate available here.
 RL0703
 RL0703.Click photographs - Photos may exist for this station.
 RL0703
 RL0703.The dynamic height is computed by dividing the NAVD 88
 RL0703.geopotential number by the normal gravity value computed on the
 RL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0703.degrees latitude (g = 980.6199 gals.).
 RL0703
 RL0703.The modeled gravity was interpolated from observed gravity values.
 RL0703
 RL0703;                    North         East    Units  Estimated Accuracy
 RL0703;SPC MI N     -   197,160.    7,825,690.      MT  (+/- 180 meters Scaled)
 RL0703
 RL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257559(NAD 83)
 RL0703
 RL0703                          SUPERSEDED SURVEY CONTROL
 RL0703
 RL0703  NGVD 29 (??/??/92)  352.950  (m)         1157.97   (f) ADJ UNCH    1 2
 RL0703
 RL0703.Superseded values are not recommended for survey control.
 RL0703
 RL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0703.See file dsdata.pdf to determine how the superseded data were derived.
 RL0703
 RL0703_MARKER: DB = BENCH MARK DISK
 RL0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0703_STAMPING: C 50 1934
 RL0703_MARK LOGO: CGS
 RL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0703+STABILITY: SURFACE MOTION
 RL0703
 RL0703  HISTORY     - Date     Condition        Report By
 RL0703  HISTORY     - 1934     MONUMENTED       CGS
 RL0703  HISTORY     - 1950     MARK NOT FOUND   CGS
 RL0703  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0703  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0703  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0703  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0703
 RL0703                          STATION DESCRIPTION
 RL0703
 RL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RL0703'0.5 MI E FROM EWEN.
 RL0703'0.5 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD
 RL0703'FROM THE STATION AT EWEN, ONTONAGON COUNTY, AT A DIM FARM-ROAD
 RL0703'CROSSING, AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 RL0703'STANDARD DISK, STAMPED C 50 1934 AND SET IN THE TOP OF A
 RL0703'CONCRETE POST.
 RL0703
 RL0703                          STATION RECOVERY (1978)
 RL0703
 RL0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (1985)
 RL0703
 RL0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (2001)
 RL0703
 RL0703'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (2004)
 RL0703
 RL0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0360 ***********************************************************************
 RJ0360  DESIGNATION -  C 51
 RJ0360  PID         -  RJ0360
 RJ0360  STATE/COUNTY-  MI/CHIPPEWA
 RJ0360  COUNTRY     -  US
 RJ0360  USGS QUAD   -  HULBERT (2017)
 RJ0360
 RJ0360                         *CURRENT SURVEY CONTROL
 RJ0360  ______________________________________________________________________
 RJ0360* NAD 83(1986) POSITION- 46 19 02.     (N) 085 13 59.     (W)   SCALED
 RJ0360* NAVD 88 ORTHO HEIGHT -   217.090 (meters)      712.24  (feet) ADJUSTED
 RJ0360  ______________________________________________________________________
 RJ0360  GEOID HEIGHT    -        -35.291 (meters)                     GEOID18
 RJ0360  DYNAMIC HEIGHT  -        217.106 (meters)      712.29  (feet) COMP
 RJ0360  MODELED GRAVITY -    980,682.6   (mgal)                       NAVD 88
 RJ0360
 RJ0360  VERT ORDER      -  FIRST     CLASS II
 RJ0360
 RJ0360.The horizontal coordinates were scaled from a map and have
 RJ0360.an estimated accuracy of +/- 6 seconds.
 RJ0360
 RJ0360.The orthometric height was determined by differential leveling and
 RJ0360.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0360.in June 1991.
 RJ0360
 RJ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0360.GEOID18 height accuracy estimate available here.
 RJ0360
 RJ0360.Click photographs - Photos may exist for this station.
 RJ0360
 RJ0360.The dynamic height is computed by dividing the NAVD 88
 RJ0360.geopotential number by the normal gravity value computed on the
 RJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0360.degrees latitude (g = 980.6199 gals.).
 RJ0360
 RJ0360.The modeled gravity was interpolated from observed gravity values.
 RJ0360
 RJ0360;                    North         East    Units  Estimated Accuracy
 RJ0360;SPC MI N     -   172,000.    8,136,070.      MT  (+/- 180 meters Scaled)
 RJ0360
 RJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS360308(NAD 83)
 RJ0360
 RJ0360                          SUPERSEDED SURVEY CONTROL
 RJ0360
 RJ0360  NGVD 29 (??/??/92)  217.085  (m)          712.22   (f) ADJ UNCH    1 2
 RJ0360
 RJ0360.Superseded values are not recommended for survey control.
 RJ0360
 RJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0360.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0360
 RJ0360_MARKER: DB = BENCH MARK DISK
 RJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0360_STAMPING: C 51 1934
 RJ0360_MARK LOGO: CGS
 RJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0360+STABILITY: SURFACE MOTION
 RJ0360
 RJ0360  HISTORY     - Date     Condition        Report By
 RJ0360  HISTORY     - 1934     MONUMENTED       CGS
 RJ0360
 RJ0360                          STATION DESCRIPTION
 RJ0360
 RJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0360'1.8 MI SE FROM SOO JUNCTION.
 RJ0360'1-3/4 MILES SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0360'RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 20 FEET SOUTHEAST OF A
 RJ0360'POINT 3 FEET NORTHEAST OF MILEPOST 41, AND 25 FEET SOUTHWEST
 RJ0360'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 51
 RJ0360'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3/4 FOOT
 RJ0360'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0071 ***********************************************************************
 RJ0071  DESIGNATION -  C 53
 RJ0071  PID         -  RJ0071
 RJ0071  STATE/COUNTY-  MI/CHIPPEWA
 RJ0071  COUNTRY     -  US
 RJ0071  USGS QUAD   -  PICKFORD SE (2017)
 RJ0071
 RJ0071                         *CURRENT SURVEY CONTROL
 RJ0071  ______________________________________________________________________
 RJ0071* NAD 83(1994) POSITION- 46 06 00.59642(N) 084 15 33.78907(W)   ADJUSTED
 RJ0071* NAD 83(1994) ELLIP HT-   159.265 (meters)        (07/17/02)   ADJUSTED
 RJ0071* NAVD 88 ORTHO HEIGHT -   195.451 (meters)      641.24  (feet) ADJUSTED
 RJ0071  ______________________________________________________________________
 RJ0071  GEOID HEIGHT    -        -36.271 (meters)                     GEOID18
 RJ0071  NAD 83(1994) X  -    443,152.564 (meters)                     COMP
 RJ0071  NAD 83(1994) Y  - -4,408,196.012 (meters)                     COMP
 RJ0071  NAD 83(1994) Z  -  4,573,089.374 (meters)                     COMP
 RJ0071  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 RJ0071  DYNAMIC HEIGHT  -        195.457 (meters)      641.26  (feet) COMP
 RJ0071  MODELED GRAVITY -    980,643.5   (mgal)                       NAVD 88
 RJ0071
 RJ0071  HORZ ORDER      -  FIRST
 RJ0071  VERT ORDER      -  FIRST     CLASS 0
 RJ0071  ELLP ORDER      -  FOURTH    CLASS I
 RJ0071
 RJ0071.The horizontal coordinates were established by GPS observations
 RJ0071.and adjusted by the National Geodetic Survey in February 1997.
 RJ0071
 RJ0071.The orthometric height was determined by differential leveling and
 RJ0071.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0071.in June 1991.
 RJ0071
 RJ0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0071.GEOID18 height accuracy estimate available here.
 RJ0071
 RJ0071.Click photographs - Photos may exist for this station.
 RJ0071
 RJ0071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0071
 RJ0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0071
 RJ0071.The ellipsoidal height was determined by GPS observations
 RJ0071.and is referenced to NAD 83.
 RJ0071
 RJ0071.The dynamic height is computed by dividing the NAVD 88
 RJ0071.geopotential number by the normal gravity value computed on the
 RJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0071.degrees latitude (g = 980.6199 gals.).
 RJ0071
 RJ0071.The modeled gravity was interpolated from observed gravity values.
 RJ0071
 RJ0071. The following values were computed from the NAD 83(1994) position.
 RJ0071
 RJ0071;                    North         East     Units Scale Factor Converg.
 RJ0071;SPC MI N     -   150,020.503 8,211,851.904   MT  0.99990803   +1 58 51.2
 RJ0071;SPC MI N     -   492,193.25 26,941,771.34   iFT  0.99990803   +1 58 51.2
 RJ0071;UTM  16      - 5,108,828.454   711,825.834   MT  1.00015163   +1 58 31.8
 RJ0071
 RJ0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0071!SPC MI N     -   0.99997503  x   0.99990803  =   0.99988307
 RJ0071!UTM  16      -   0.99997503  x   1.00015163  =   1.00012666
 RJ0071
 RJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1182508828(NAD 83)
 RJ0071
 RJ0071                          SUPERSEDED SURVEY CONTROL
 RJ0071
 RJ0071  ELLIP H (02/03/97)  159.281  (m)                       GP(       ) 4 1
 RJ0071  NAD 83(1986)-  46 06 00.58894(N)    084 15 33.78400(W) AD(       ) 1
 RJ0071  NAD 83(1986)-  46 06 00.58913(N)    084 15 33.78591(W) AD(       ) 3
 RJ0071  NAVD 88             195.45   (m)          641.2    (f) LEVELING    3  
 RJ0071  NGVD 29 (??/??/92)  195.379  (m)          641.01   (f) ADJ UNCH    1 0
 RJ0071  NGVD 29             195.38   (m)          641.0    (f) LEVELING    3  
 RJ0071
 RJ0071.Superseded values are not recommended for survey control.
 RJ0071
 RJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0071.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0071
 RJ0071_MARKER: DB = BENCH MARK DISK
 RJ0071_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0071_STAMPING: C 53 1934
 RJ0071_MARK LOGO: CGS
 RJ0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0071+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1989
 RJ0071
 RJ0071  HISTORY     - Date     Condition        Report By
 RJ0071  HISTORY     - 1934     MONUMENTED       CGS
 RJ0071  HISTORY     - 1972     GOOD             USLS
 RJ0071  HISTORY     - 1983     POOR             NGS
 RJ0071  HISTORY     - 19890428 GOOD             NGS
 RJ0071
 RJ0071                          STATION DESCRIPTION
 RJ0071
 RJ0071'DESCRIBED BY US LAKE SURVEY 1972
 RJ0071'1.3 MI NW FROM STALWART.
 RJ0071'C 53 IS IN CHIPPEWA COUNTY, MICHIGAN, 1.3 MILES NORTH AND WEST
 RJ0071'ALONG HIGHWAY M-48 FROM THE POST OFFICE IN STALWART TO SOUTHBOUND
 RJ0071'GRAVEL ROAD, ABOUT 530 FEET SOUTH OF CENTERLINE OF M-48, 74 FEET
 RJ0071'SOUTH OF CENTERLINE EXTENDED OF WEST BOUND GRAVEL ROAD, 36 FEET
 RJ0071'EAST OF CENTERLINE OF NORTH-SOUTH GRAVEL ROAD, 6.2 FEET EASTERLY
 RJ0071'OF UTILITY POLE NO. PD2/158, 3.0 FEET EASTERLY OF NORTHWEST
 RJ0071'FENCE CORNER, 1.0 FOOT NORTH OF EASTERLY OF NORTHWEST FENCE
 RJ0071'CORNER, 1.0 FOOT NORTH OF EAST-WEST FENCE-LINE, 1/2 FOOT ABOVE
 RJ0071'THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 RJ0071'DISC SET INTO TOP OF A 6X6-INCH CONCRETE POST.
 RJ0071
 RJ0071                          STATION RECOVERY (1983)
 RJ0071
 RJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0071'RECOVERED THIS DATE, APPEARS HEAVED ABOUT 3 INCHES ABOVE GROUND,
 RJ0071'NOTE, CHANGE UTILITY POLE NUMBER PD 2/158 TO POWERLINE POLE NUMBER
 RJ0071'PD 2/162.  ADD, 0.31 METERS (1.0 FT) EAST OF A WITNESS POST.
 RJ0071
 RJ0071                          STATION RECOVERY (1989)
 RJ0071
 RJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ0071'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTHEAST OF
 RJ0071'CEDARVILLE, 13.8 KM (8.60 MI) NORTHWEST OF GOETZVILLE AND 10.1 KM
 RJ0071'(6.30 MI) SOUTHEAST OF PICKFORD.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 RJ0071'TRANSPORTATION.
 RJ0071'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 129 AND 134
 RJ0071'IN CEDARVILLE, GO NORTH ON HIGHWAY 129 FOR 14.41 KM (8.95 MI) TO A
 RJ0071'PAVED CROSSROAD.  TURN RIGHT AND GO EAST AND SOUTH ON STATE HIGHWAY 48
 RJ0071'FOR 11.06 KM (6.85 MI) TO WHERE STATE HIGHWAY 48 TURNS BACK TO THE
 RJ0071'EAST AND A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 RJ0071'HANNA ROAD FOR 0.16 KM (0.10 MI) TO A GRAVELED ROAD, 28 MILE ROAD, ON
 RJ0071'THE RIGHT AND THE STATION ON THE LEFT.
 RJ0071'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 RJ0071'MONUMENT THAT PROJECTS 25 CM ABOVE THE GROUND.  LOCATED 25.0 M
 RJ0071'(82.0 FT) SOUTHEAST OF THE JUNCTION OF 28 MILE ROAD AND HANNA ROAD,
 RJ0071'22.6 M (74.1 FT) SOUTH OF THE EXTENDED CENTER OF 28 MILE ROAD, 11.0 M
 RJ0071'(36.1 FT) EAST OF THE CENTER OF HANNA ROAD, 1.9 M (6.2 FT)
 RJ0071'EAST-NORTHEAST OF UTILITY POLE NUMBER PD2 162, 0.3 M (1.0 FT) NORTH OF
 RJ0071'A FENCE AND 0.3 M (1.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 RJ0071'DESCRIBED BY E.J. HANSMANN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0062 ***********************************************************************
 RK0062  DESIGNATION -  C 55
 RK0062  PID         -  RK0062
 RK0062  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0062  COUNTRY     -  US
 RK0062  USGS QUAD   -  STEUBEN (2017)
 RK0062
 RK0062                         *CURRENT SURVEY CONTROL
 RK0062  ______________________________________________________________________
 RK0062* NAD 83(1986) POSITION- 46 10 37.     (N) 086 25 08.     (W)   SCALED
 RK0062* NAVD 88 ORTHO HEIGHT -   218.893 (meters)      718.15  (feet) ADJUSTED
 RK0062  ______________________________________________________________________
 RK0062  GEOID HEIGHT    -        -35.069 (meters)                     GEOID18
 RK0062  DYNAMIC HEIGHT  -        218.905 (meters)      718.19  (feet) COMP
 RK0062  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 RK0062
 RK0062  VERT ORDER      -  SECOND    CLASS 0
 RK0062
 RK0062.The horizontal coordinates were scaled from a map and have
 RK0062.an estimated accuracy of +/- 6 seconds.
 RK0062
 RK0062.The orthometric height was determined by differential leveling and
 RK0062.adjusted by the NATIONAL GEODETIC SURVEY
 RK0062.in June 1991.
 RK0062
 RK0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0062.GEOID18 height accuracy estimate available here.
 RK0062
 RK0062.Click photographs - Photos may exist for this station.
 RK0062
 RK0062.The dynamic height is computed by dividing the NAVD 88
 RK0062.geopotential number by the normal gravity value computed on the
 RK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0062.degrees latitude (g = 980.6199 gals.).
 RK0062
 RK0062.The modeled gravity was interpolated from observed gravity values.
 RK0062
 RK0062;                    North         East    Units  Estimated Accuracy
 RK0062;SPC MI N     -   155,060.    8,044,870.      MT  (+/- 180 meters Scaled)
 RK0062
 RK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES448138(NAD 83)
 RK0062
 RK0062                          SUPERSEDED SURVEY CONTROL
 RK0062
 RK0062  NGVD 29 (??/??/92)  218.870  (m)          718.08   (f) ADJ UNCH    2 0
 RK0062
 RK0062.Superseded values are not recommended for survey control.
 RK0062
 RK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0062.See file dsdata.pdf to determine how the superseded data were derived.
 RK0062
 RK0062_MARKER: DB = BENCH MARK DISK
 RK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0062_STAMPING: C 55 1934
 RK0062_MARK LOGO: CGS
 RK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0062+STABILITY: SURFACE MOTION
 RK0062
 RK0062  HISTORY     - Date     Condition        Report By
 RK0062  HISTORY     - 1934     MONUMENTED       CGS
 RK0062  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0062
 RK0062                          STATION DESCRIPTION
 RK0062
 RK0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0062'21.2 MI N FROM MANISTIQUE.
 RK0062'21.2 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0062'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 24 FEET
 RK0062'NORTHEAST OF THE CENTERLINE OF THE MANISTIQUE AND LAKE SUPERIOR
 RK0062'RAILROAD MAIN TRACK, AND 30 FEET EAST OF THE CENTERLINE OF THE
 RK0062'HIGHWAY.  A STANDARD DISK, STAMPED C 55 1934 AND SET IN THE
 RK0062'TOP OF A CONCRETE POST.
 RK0062
 RK0062                          STATION RECOVERY (1980)
 RK0062
 RK0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0062'HWY IN AREA HAS BEEN CHANGED SINCE MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0013 ***********************************************************************
 QL0013  DESIGNATION -  C 56
 QL0013  PID         -  QL0013
 QL0013  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0013  COUNTRY     -  US
 QL0013  USGS QUAD   -  MANISTIQUE WEST (2017)
 QL0013
 QL0013                         *CURRENT SURVEY CONTROL
 QL0013  ______________________________________________________________________
 QL0013* NAD 83(1986) POSITION- 45 55 55.     (N) 086 20 40.     (W)   SCALED
 QL0013* NAVD 88 ORTHO HEIGHT -   194.329 (meters)      637.56  (feet) ADJUSTED
 QL0013  ______________________________________________________________________
 QL0013  GEOID HEIGHT    -        -35.464 (meters)                     GEOID18
 QL0013  DYNAMIC HEIGHT  -        194.333 (meters)      637.57  (feet) COMP
 QL0013  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 QL0013
 QL0013  VERT ORDER      -  SECOND    CLASS 0
 QL0013
 QL0013.The horizontal coordinates were scaled from a map and have
 QL0013.an estimated accuracy of +/- 6 seconds.
 QL0013
 QL0013.The orthometric height was determined by differential leveling and
 QL0013.adjusted by the NATIONAL GEODETIC SURVEY
 QL0013.in June 1991.
 QL0013
 QL0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0013.GEOID18 height accuracy estimate available here.
 QL0013
 QL0013.Click photographs - Photos may exist for this station.
 QL0013
 QL0013.The dynamic height is computed by dividing the NAVD 88
 QL0013.geopotential number by the normal gravity value computed on the
 QL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0013.degrees latitude (g = 980.6199 gals.).
 QL0013
 QL0013.The modeled gravity was interpolated from observed gravity values.
 QL0013
 QL0013;                    North         East    Units  Estimated Accuracy
 QL0013;SPC MI N     -   127,870.    8,050,840.      MT  (+/- 180 meters Scaled)
 QL0013
 QL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER508866(NAD 83)
 QL0013
 QL0013                          SUPERSEDED SURVEY CONTROL
 QL0013
 QL0013  NGVD 29 (??/??/92)  194.320  (m)          637.53   (f) ADJ UNCH    2 0
 QL0013
 QL0013.Superseded values are not recommended for survey control.
 QL0013
 QL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0013.See file dsdata.pdf to determine how the superseded data were derived.
 QL0013
 QL0013_MARKER: DB = BENCH MARK DISK
 QL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0013_STAMPING: C 56 1934
 QL0013_MARK LOGO: CGS
 QL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0013+STABILITY: SURFACE MOTION
 QL0013
 QL0013  HISTORY     - Date     Condition        Report By
 QL0013  HISTORY     - 1934     MONUMENTED       CGS
 QL0013  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0013  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0013
 QL0013                          STATION DESCRIPTION
 QL0013
 QL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0013'5.1 MI W FROM MANISTIQUE.
 QL0013'5.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0013'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0013'COUNTY, AT MILEAGE 381.6, 37 FEET EAST OF THE CENTERLINE OF A
 QL0013'ROAD, 90 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 10 FEET
 QL0013'EAST OF A FENCE, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 QL0013'A STANDARD DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A
 QL0013'CONCRETE POST.
 QL0013
 QL0013                          STATION RECOVERY (1972)
 QL0013
 QL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0013'MARK NOT FOUND.
 QL0013
 QL0013                          STATION RECOVERY (1980)
 QL0013
 QL0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0013'SEARCHED FOR BUT NOT FOUND, AREA RESIDENTS SAY MARK IS THERE BUT MARK
 QL0013'WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0004 ***********************************************************************
 RM0004  DESIGNATION -  C 58
 RM0004  PID         -  RM0004
 RM0004  STATE/COUNTY-  MI/GOGEBIC
 RM0004  COUNTRY     -  US
 RM0004  USGS QUAD   -  COPPER PEAK (2017)
 RM0004
 RM0004                         *CURRENT SURVEY CONTROL
 RM0004  ______________________________________________________________________
 RM0004* NAD 83(1986) POSITION- 46 30 39.29   (N) 090 06 50.76   (W)   HD_HELD1
 RM0004* NAVD 88 ORTHO HEIGHT -   368.095 (meters)     1207.66  (feet) ADJUSTED
 RM0004  ______________________________________________________________________
 RM0004  GEOID HEIGHT    -        -30.617 (meters)                     GEOID18
 RM0004  DYNAMIC HEIGHT  -        368.119 (meters)     1207.74  (feet) COMP
 RM0004  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RM0004
 RM0004  VERT ORDER      -  FIRST     CLASS II
 RM0004
 RM0004.The horizontal coordinates were determined by differentially corrected
 RM0004.hand held GPS observations or other comparable positioning techniques
 RM0004.and have an estimated accuracy of +/- 3 meters.
 RM0004
 RM0004.The orthometric height was determined by differential leveling and
 RM0004.adjusted by the NATIONAL GEODETIC SURVEY
 RM0004.in June 1991.
 RM0004
 RM0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0004.GEOID18 height accuracy estimate available here.
 RM0004
 RM0004.Click photographs - Photos may exist for this station.
 RM0004
 RM0004.The dynamic height is computed by dividing the NAVD 88
 RM0004.geopotential number by the normal gravity value computed on the
 RM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0004.degrees latitude (g = 980.6199 gals.).
 RM0004
 RM0004.The modeled gravity was interpolated from observed gravity values.
 RM0004
 RM0004;                    North         East    Units  Estimated Accuracy
 RM0004;SPC MI N     -   196,704.7   7,761,084.3     MT  (+/- 3 meters HH1 GPS) 
 RM0004
 RM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2139154862(NAD 83)
 RM0004
 RM0004                          SUPERSEDED SURVEY CONTROL
 RM0004
 RM0004  NGVD 29 (??/??/92)  368.117  (m)         1207.73   (f) ADJ UNCH    1 2
 RM0004
 RM0004.Superseded values are not recommended for survey control.
 RM0004
 RM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0004.See file dsdata.pdf to determine how the superseded data were derived.
 RM0004
 RM0004_MARKER: DB = BENCH MARK DISK
 RM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0004_STAMPING: C 58 1934
 RM0004_MARK LOGO: CGS
 RM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0004+STABILITY: SURFACE MOTION
 RM0004
 RM0004  HISTORY     - Date     Condition        Report By
 RM0004  HISTORY     - 1934     MONUMENTED       CGS
 RM0004  HISTORY     - 1964     GOOD             CGS
 RM0004
 RM0004                          STATION DESCRIPTION
 RM0004
 RM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0004'1.9 MI E FROM NORTH IRONWOOD.
 RM0004'ABOUT 1.9 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0004'RAILWAY FROM THE STATION AT NORTH IRONWOOD, SET IN THE SOUTHWEST
 RM0004'ANGLE OF A FARM ROAD CROSSING, 34 FEET SOUTH OF THE SOUTH RAIL,
 RM0004'39 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 3.5 FEET
 RM0004'EAST OF A NORTH-SOUTH FENCE LINE, 14 FEET NORTH OF A FENCE
 RM0004'CORNER, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 RM0004'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RM0004'8 INCHES.
 RM0004
 RM0004                          STATION RECOVERY (1964)
 RM0004
 RM0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 RM0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0193 ***********************************************************************
 RL0193  DESIGNATION -  C 60
 RL0193  PID         -  RL0193
 RL0193  STATE/COUNTY-  MI/DICKINSON
 RL0193  COUNTRY     -  US
 RL0193  USGS QUAD   -  SAGOLA (2017)
 RL0193
 RL0193                         *CURRENT SURVEY CONTROL
 RL0193  ______________________________________________________________________
 RL0193* NAD 83(1986) POSITION- 46 04 48.     (N) 088 04 29.     (W)   SCALED
 RL0193* NAVD 88 ORTHO HEIGHT -   431.582 (meters)     1415.95  (feet) ADJUSTED
 RL0193  ______________________________________________________________________
 RL0193  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 RL0193  DYNAMIC HEIGHT  -        431.579 (meters)     1415.94  (feet) COMP
 RL0193  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 RL0193
 RL0193  VERT ORDER      -  SECOND    CLASS 0
 RL0193
 RL0193.The horizontal coordinates were scaled from a map and have
 RL0193.an estimated accuracy of +/- 6 seconds.
 RL0193
 RL0193.The orthometric height was determined by differential leveling and
 RL0193.adjusted by the NATIONAL GEODETIC SURVEY
 RL0193.in June 1991.
 RL0193
 RL0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0193.GEOID18 height accuracy estimate available here.
 RL0193
 RL0193.Click photographs - Photos may exist for this station.
 RL0193
 RL0193.The dynamic height is computed by dividing the NAVD 88
 RL0193.geopotential number by the normal gravity value computed on the
 RL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0193.degrees latitude (g = 980.6199 gals.).
 RL0193
 RL0193.The modeled gravity was interpolated from observed gravity values.
 RL0193
 RL0193;                    North         East    Units  Estimated Accuracy
 RL0193;SPC MI N     -   144,680.    7,916,880.      MT  (+/- 180 meters Scaled)
 RL0193
 RL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS169034(NAD 83)
 RL0193
 RL0193                          SUPERSEDED SURVEY CONTROL
 RL0193
 RL0193  NGVD 29 (??/??/92)  431.563  (m)         1415.89   (f) ADJ UNCH    2 0
 RL0193
 RL0193.Superseded values are not recommended for survey control.
 RL0193
 RL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0193.See file dsdata.pdf to determine how the superseded data were derived.
 RL0193
 RL0193_MARKER: DB = BENCH MARK DISK
 RL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0193_STAMPING: C 60 1934
 RL0193_MARK LOGO: CGS
 RL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0193+STABILITY: SURFACE MOTION
 RL0193
 RL0193  HISTORY     - Date     Condition        Report By
 RL0193  HISTORY     - 1934     MONUMENTED       CGS
 RL0193  HISTORY     - 19990426 MARK NOT FOUND   MIDT
 RL0193
 RL0193                          STATION DESCRIPTION
 RL0193
 RL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0193'19.9 MI N FROM IRON MOUNTAIN.
 RL0193'19.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0193'PACIFIC RAILROAD FROM THE STATION AT IRON MOUNTAIN, DICKINSON
 RL0193'COUNTY, 190 FEET SOUTH OF MILEPOST 311, 12 FEET NORTH OF A ROAD,
 RL0193'42 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 18 INCHES
 RL0193'NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 60 1934
 RL0193'AND SET IN THE TOP OF A CONCRETE POST.
 RL0193
 RL0193                          STATION RECOVERY (1999)
 RL0193
 RL0193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RL0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0247 ***********************************************************************
 RK0247  DESIGNATION -  C 61
 RK0247  PID         -  RK0247
 RK0247  STATE/COUNTY-  MI/MARQUETTE
 RK0247  COUNTRY     -  US
 RK0247  USGS QUAD   -  REPUBLIC (2017)
 RK0247
 RK0247                         *CURRENT SURVEY CONTROL
 RK0247  ______________________________________________________________________
 RK0247* NAD 83(1986) POSITION- 46 27 29.     (N) 087 57 14.     (W)   SCALED
 RK0247* NAVD 88 ORTHO HEIGHT -   478.589 (meters)     1570.17  (feet) ADJUSTED
 RK0247  ______________________________________________________________________
 RK0247  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 RK0247  DYNAMIC HEIGHT  -        478.605 (meters)     1570.22  (feet) COMP
 RK0247  MODELED GRAVITY -    980,632.0   (mgal)                       NAVD 88
 RK0247
 RK0247  VERT ORDER      -  SECOND    CLASS 0
 RK0247
 RK0247.The horizontal coordinates were scaled from a map and have
 RK0247.an estimated accuracy of +/- 6 seconds.
 RK0247
 RK0247.The orthometric height was determined by differential leveling and
 RK0247.adjusted by the NATIONAL GEODETIC SURVEY
 RK0247.in June 1991.
 RK0247
 RK0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0247.GEOID18 height accuracy estimate available here.
 RK0247
 RK0247.Click photographs - Photos may exist for this station.
 RK0247
 RK0247.The dynamic height is computed by dividing the NAVD 88
 RK0247.geopotential number by the normal gravity value computed on the
 RK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0247.degrees latitude (g = 980.6199 gals.).
 RK0247
 RK0247.The modeled gravity was interpolated from observed gravity values.
 RK0247
 RK0247;                    North         East    Units  Estimated Accuracy
 RK0247;SPC MI N     -   186,580.    7,926,730.      MT  (+/- 180 meters Scaled)
 RK0247
 RK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267453(NAD 83)
 RK0247
 RK0247                          SUPERSEDED SURVEY CONTROL
 RK0247
 RK0247  NGVD 29 (??/??/92)  478.523  (m)         1569.95   (f) ADJ UNCH    2 0
 RK0247
 RK0247.Superseded values are not recommended for survey control.
 RK0247
 RK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0247.See file dsdata.pdf to determine how the superseded data were derived.
 RK0247
 RK0247_MARKER: DB = BENCH MARK DISK
 RK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0247_STAMPING: C 61 1934
 RK0247_MARK LOGO: CGS
 RK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0247+STABILITY: SURFACE MOTION
 RK0247
 RK0247  HISTORY     - Date     Condition        Report By
 RK0247  HISTORY     - 1934     MONUMENTED       CGS
 RK0247  HISTORY     - 1951     MARK NOT FOUND   CGS
 RK0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0247
 RK0247                          STATION DESCRIPTION
 RK0247
 RK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RK0247'5 MI N FROM REPUBLIC.
 RK0247'5.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0247'PACIFIC RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY,
 RK0247'3-1/2 RAILS NORTH OF MILEPOST 342, 30 FEET WEST OF GRANITE SWITCH
 RK0247'ON THE CHICAGO AND NORTH WESTERN RAILWAY, AT THE BASE OF A BANK,
 RK0247'AND 12 FEET WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0247'RAILROAD TRACK.  A STANDARD DISK, STAMPED C 61 1934 AND SET IN
 RK0247'THE TOP OF A CONCRETE POST.
 RK0247
 RK0247                          STATION RECOVERY (1985)
 RK0247
 RK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0066 ***********************************************************************
 RL0066  DESIGNATION -  C 62
 RL0066  PID         -  RL0066
 RL0066  STATE/COUNTY-  MI/HOUGHTON
 RL0066  COUNTRY     -  US
 RL0066  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL0066
 RL0066                         *CURRENT SURVEY CONTROL
 RL0066  ______________________________________________________________________
 RL0066* NAD 83(1986) POSITION- 46 58 56.88   (N) 088 28 09.89   (W)   HD_HELD1
 RL0066* NAVD 88 ORTHO HEIGHT -   230.604 (meters)      756.57  (feet) ADJUSTED
 RL0066  ______________________________________________________________________
 RL0066  GEOID HEIGHT    -        -34.689 (meters)                     GEOID18
 RL0066  DYNAMIC HEIGHT  -        230.619 (meters)      756.62  (feet) COMP
 RL0066  MODELED GRAVITY -    980,672.5   (mgal)                       NAVD 88
 RL0066
 RL0066  VERT ORDER      -  FIRST     CLASS II
 RL0066
 RL0066.The horizontal coordinates were determined by differentially corrected
 RL0066.hand held GPS observations or other comparable positioning techniques
 RL0066.and have an estimated accuracy of +/- 3 meters.
 RL0066
 RL0066.The orthometric height was determined by differential leveling and
 RL0066.adjusted by the NATIONAL GEODETIC SURVEY
 RL0066.in June 1991.
 RL0066
 RL0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0066.GEOID18 height accuracy estimate available here.
 RL0066
 RL0066.Click photographs - Photos may exist for this station.
 RL0066
 RL0066.The dynamic height is computed by dividing the NAVD 88
 RL0066.geopotential number by the normal gravity value computed on the
 RL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0066.degrees latitude (g = 980.6199 gals.).
 RL0066
 RL0066.The modeled gravity was interpolated from observed gravity values.
 RL0066
 RL0066;                    North         East    Units  Estimated Accuracy
 RL0066;SPC MI N     -   245,464.7   7,888,214.7     MT  (+/- 3 meters HH1 GPS) 
 RL0066
 RL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8825104263(NAD 83)
 RL0066
 RL0066                          SUPERSEDED SURVEY CONTROL
 RL0066
 RL0066  NGVD 29 (??/??/92)  230.596  (m)          756.55   (f) ADJ UNCH    1 2
 RL0066
 RL0066.Superseded values are not recommended for survey control.
 RL0066
 RL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0066.See file dsdata.pdf to determine how the superseded data were derived.
 RL0066
 RL0066_MARKER: DB = BENCH MARK DISK
 RL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0066_STAMPING: C 62 1934
 RL0066_MARK LOGO: CGS
 RL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0066+STABILITY: SURFACE MOTION
 RL0066
 RL0066  HISTORY     - Date     Condition        Report By
 RL0066  HISTORY     - 1934     MONUMENTED       CGS
 RL0066  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0066
 RL0066                          STATION DESCRIPTION
 RL0066
 RL0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0066'1.5 MI W FROM PORTAGE ENTRY.
 RL0066'1.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM PORTAGE ENTRY, HOUGHTON
 RL0066'COUNTY, IN THE YARD OF THE SNAKE RIVER SCHOOL, 22 FEET EAST
 RL0066'OF THE PAVEMENT, 15 FEET SOUTHWEST OF A WELL, AND 4 FEET BACK
 RL0066'FROM A ROAD DITCH.  A STANDARD DISK, STAMPED C 62 1934 AND
 RL0066'SET IN THE TOP OF A CONCRETE POST.
 RL0066
 RL0066                          STATION RECOVERY (1996)
 RL0066
 RL0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0066'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RL0066'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0281 ***********************************************************************
 RL0281  DESIGNATION -  C 63
 RL0281  PID         -  RL0281
 RL0281  STATE/COUNTY-  MI/IRON
 RL0281  COUNTRY     -  US
 RL0281  USGS QUAD   -  BEECHWOOD (2017)
 RL0281
 RL0281                         *CURRENT SURVEY CONTROL
 RL0281  ______________________________________________________________________
 RL0281* NAD 83(1986) POSITION- 46 11 46.     (N) 088 51 34.     (W)   SCALED
 RL0281* NAVD 88 ORTHO HEIGHT -   486.759 (meters)     1596.98  (feet) ADJUSTED
 RL0281  ______________________________________________________________________
 RL0281  GEOID HEIGHT    -        -31.708 (meters)                     GEOID18
 RL0281  DYNAMIC HEIGHT  -        486.767 (meters)     1597.00  (feet) COMP
 RL0281  MODELED GRAVITY -    980,614.3   (mgal)                       NAVD 88
 RL0281
 RL0281  VERT ORDER      -  SECOND    CLASS 0
 RL0281
 RL0281.The horizontal coordinates were scaled from a map and have
 RL0281.an estimated accuracy of +/- 6 seconds.
 RL0281
 RL0281.The orthometric height was determined by differential leveling and
 RL0281.adjusted by the NATIONAL GEODETIC SURVEY
 RL0281.in June 1991.
 RL0281
 RL0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0281.GEOID18 height accuracy estimate available here.
 RL0281
 RL0281.Click photographs - Photos may exist for this station.
 RL0281
 RL0281.The dynamic height is computed by dividing the NAVD 88
 RL0281.geopotential number by the normal gravity value computed on the
 RL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0281.degrees latitude (g = 980.6199 gals.).
 RL0281
 RL0281.The modeled gravity was interpolated from observed gravity values.
 RL0281
 RL0281;                    North         East    Units  Estimated Accuracy
 RL0281;SPC MI N     -   158,710.    7,856,500.      MT  (+/- 180 meters Scaled)
 RL0281
 RL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS565175(NAD 83)
 RL0281
 RL0281                          SUPERSEDED SURVEY CONTROL
 RL0281
 RL0281  NGVD 29 (??/??/92)  486.772  (m)         1597.02   (f) ADJ UNCH    2 0
 RL0281
 RL0281.Superseded values are not recommended for survey control.
 RL0281
 RL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0281.See file dsdata.pdf to determine how the superseded data were derived.
 RL0281
 RL0281_MARKER: DB = BENCH MARK DISK
 RL0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0281_STAMPING: C 63 1934
 RL0281_MARK LOGO: CGS
 RL0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0281+STABILITY: SURFACE MOTION
 RL0281
 RL0281  HISTORY     - Date     Condition        Report By
 RL0281  HISTORY     - 1934     MONUMENTED       CGS
 RL0281  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0281  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0281  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0281
 RL0281                          STATION DESCRIPTION
 RL0281
 RL0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0281'0.7 MI NW FROM BASSWOOD.
 RL0281'0.7 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0281'FROM BASSWOOD, IRON COUNTY, 4 RAILS WEST OF MILEPOST TOWERS
 RL0281'82, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RL0281'DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0281'PROJECTING 6 INCHES ABOVE GROUND.
 RL0281
 RL0281                          STATION RECOVERY (1978)
 RL0281
 RL0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0281'MARK NOT FOUND.
 RL0281
 RL0281                          STATION RECOVERY (1997)
 RL0281
 RL0281'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0281'MARK NOT FOUND.
 RL0281
 RL0281                          STATION RECOVERY (2002)
 RL0281
 RL0281'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0006 ***********************************************************************
 QM0006  DESIGNATION -  C 64
 QM0006  PID         -  QM0006
 QM0006  STATE/COUNTY-  MI/DICKINSON
 QM0006  COUNTRY     -  US
 QM0006  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0006
 QM0006                         *CURRENT SURVEY CONTROL
 QM0006  ______________________________________________________________________
 QM0006* NAD 83(1986) POSITION- 45 48 59.46   (N) 088 03 53.43   (W)   HD_HELD1
 QM0006* NAVD 88 ORTHO HEIGHT -   346.985 (meters)     1138.40  (feet) ADJUSTED
 QM0006  ______________________________________________________________________
 QM0006  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 QM0006  DYNAMIC HEIGHT  -        346.979 (meters)     1138.38  (feet) COMP
 QM0006  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 QM0006
 QM0006  VERT ORDER      -  SECOND    CLASS 0
 QM0006
 QM0006.The horizontal coordinates were determined by differentially corrected
 QM0006.hand held GPS observations or other comparable positioning techniques
 QM0006.and have an estimated accuracy of +/- 3 meters.
 QM0006
 QM0006.The orthometric height was determined by differential leveling and
 QM0006.adjusted by the NATIONAL GEODETIC SURVEY
 QM0006.in June 1991.
 QM0006
 QM0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0006.GEOID18 height accuracy estimate available here.
 QM0006
 QM0006.Click photographs - Photos may exist for this station.
 QM0006
 QM0006.The dynamic height is computed by dividing the NAVD 88
 QM0006.geopotential number by the normal gravity value computed on the
 QM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0006.degrees latitude (g = 980.6199 gals.).
 QM0006
 QM0006.The modeled gravity was interpolated from observed gravity values.
 QM0006
 QM0006;                    North         East    Units  Estimated Accuracy
 QM0006;SPC MI N     -   115,388.6   7,917,249.4     MT  (+/- 3 meters HH1 GPS) 
 QM0006
 QM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1727474212(NAD 83)
 QM0006
 QM0006                          SUPERSEDED SURVEY CONTROL
 QM0006
 QM0006  NGVD 29 (??/??/92)  346.999  (m)         1138.45   (f) ADJ UNCH    2 0
 QM0006
 QM0006.Superseded values are not recommended for survey control.
 QM0006
 QM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0006.See file dsdata.pdf to determine how the superseded data were derived.
 QM0006
 QM0006_MARKER: DB = BENCH MARK DISK
 QM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0006_STAMPING: C 64 1934
 QM0006_MARK LOGO: CGS
 QM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0006+STABILITY: SURFACE MOTION
 QM0006
 QM0006  HISTORY     - Date     Condition        Report By
 QM0006  HISTORY     - 1934     MONUMENTED       CGS
 QM0006  HISTORY     - 1942     GOOD             CGS
 QM0006  HISTORY     - 1966     GOOD             CGS
 QM0006  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QM0006
 QM0006                          STATION DESCRIPTION
 QM0006
 QM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QM0006'AT IRON MOUNTAIN.
 QM0006'AT IRON MOUNTAIN, AT THE COUNTY COURTHOUSE, IN THE NORTHWEST
 QM0006'CORNER OF THE YARD, 42 FEET EAST OF THE CENTERLINE OF STEVENSON
 QM0006'AVENUE, AND 33 FEET SOUTH OF THE CENTERLINE OF C STREET.  A
 QM0006'STANDARD DISK, STAMPED C 64 1934 AND SET IN THE TOP OF A
 QM0006'CONCRETE POST.
 QM0006
 QM0006                          STATION RECOVERY (1966)
 QM0006
 QM0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QM0006'RECOVERED IN GOOD CONDITION.
 QM0006
 QM0006                          STATION RECOVERY (2001)
 QM0006
 QM0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0006'COURTHOUSE YARD HAS BEEN IMPROVED WITH NEW SIDWALKS AND LIGHTING.  NO
 QM0006'EVIDENCE OF DISK ON POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0064 ***********************************************************************
 SG0064  DESIGNATION -  C 65
 SG0064  PID         -  SG0064
 SG0064  STATE/COUNTY-  MI/HOUGHTON
 SG0064  COUNTRY     -  US
 SG0064  USGS QUAD   -  HANCOCK (2017)
 SG0064
 SG0064                         *CURRENT SURVEY CONTROL
 SG0064  ______________________________________________________________________
 SG0064* NAD 83(1986) POSITION- 47 07 40.4    (N) 088 35 51.4    (W)   HD_HELD2
 SG0064* NAVD 88 ORTHO HEIGHT -   225.000 (meters)      738.19  (feet) ADJUSTED
 SG0064  ______________________________________________________________________
 SG0064  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 SG0064  DYNAMIC HEIGHT  -        225.035 (meters)      738.30  (feet) COMP
 SG0064  MODELED GRAVITY -    980,761.2   (mgal)                       NAVD 88
 SG0064
 SG0064  VERT ORDER      -  FIRST     CLASS II
 SG0064
 SG0064.The horizontal coordinates were established by autonomous hand held GPS
 SG0064.observations and have an estimated accuracy of +/- 10 meters.
 SG0064
 SG0064.The orthometric height was determined by differential leveling and
 SG0064.adjusted by the NATIONAL GEODETIC SURVEY
 SG0064.in June 1991.
 SG0064
 SG0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0064.GEOID18 height accuracy estimate available here.
 SG0064
 SG0064.Click photographs - Photos may exist for this station.
 SG0064
 SG0064.The dynamic height is computed by dividing the NAVD 88
 SG0064.geopotential number by the normal gravity value computed on the
 SG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0064.degrees latitude (g = 980.6199 gals.).
 SG0064
 SG0064.The modeled gravity was interpolated from observed gravity values.
 SG0064
 SG0064;                    North         East    Units  Estimated Accuracy
 SG0064;SPC MI N     -   261,817.    7,878,789.      MT  (+/- 10 meters HH2 GPS)
 SG0064
 SG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7883120614(NAD 83)
 SG0064
 SG0064                          SUPERSEDED SURVEY CONTROL
 SG0064
 SG0064  NGVD 29 (??/??/92)  225.011  (m)          738.22   (f) ADJ UNCH    1 2
 SG0064
 SG0064.Superseded values are not recommended for survey control.
 SG0064
 SG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0064.See file dsdata.pdf to determine how the superseded data were derived.
 SG0064
 SG0064_MARKER: DB = BENCH MARK DISK
 SG0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0064_SP_SET: BUILDING
 SG0064_STAMPING: C 65 1934
 SG0064_MARK LOGO: CGS
 SG0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0064+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 SG0064
 SG0064  HISTORY     - Date     Condition        Report By
 SG0064  HISTORY     - 1934     MONUMENTED       CGS
 SG0064  HISTORY     - 19951014 GOOD             USPSQD
 SG0064  HISTORY     - 19960709 GOOD             NGS
 SG0064  HISTORY     - 20150302 GOOD             MIDT
 SG0064  HISTORY     - 20220825 GOOD             PROFLN
 SG0064
 SG0064                          STATION DESCRIPTION
 SG0064
 SG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0064'AT HANCOCK.
 SG0064'AT HANCOCK, HOUGHTON COUNTY, AT RAILROAD AVENUE AND MICHIGAN
 SG0064'STREET, IN THE BRICK WALL OF THE EDWARD RYAN SCHOOL BUILDING, AT
 SG0064'THE NORTHEAST CORNER, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD
 SG0064'DISK, STAMPED C 65 1934 AND SET VERTICALLY.
 SG0064
 SG0064                          STATION RECOVERY (1995)
 SG0064
 SG0064'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0064'RECOVERED IN GOOD CONDITION.
 SG0064
 SG0064                          STATION RECOVERY (1996)
 SG0064
 SG0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0064'IN HANCOCK, AT THE INTERSECTION OF MICHIGAN AND MINNESOTA STREETS, SET
 SG0064'VERTICALLY IN THE EAST FACE OF THE EDWARD RYAN SCHOOL, 37.6 M (123.4
 SG0064'FT) NORTH OF THE CENTER OF MINNESOTA STREET, 23.1 M (75.8 FT) WEST OF
 SG0064'THE CENTER OF MICHIGAN STREET, 1.1 M (3.6 FT) SOUTH OF THE NORTHEAST
 SG0064'CORNER OF THE BUILDING, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.
 SG0064
 SG0064                          STATION RECOVERY (2015)
 SG0064
 SG0064'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2015 (BLJ)
 SG0064'RECOVERED IN GOOD CONDITION.
 SG0064
 SG0064                          STATION RECOVERY (2022)
 SG0064
 SG0064'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 SG0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0036 ***********************************************************************
 SG0036  DESIGNATION -  C 66
 SG0036  PID         -  SG0036
 SG0036  STATE/COUNTY-  MI/KEWEENAW
 SG0036  COUNTRY     -  US
 SG0036  USGS QUAD   -  DELAWARE (2017)
 SG0036
 SG0036                         *CURRENT SURVEY CONTROL
 SG0036  ______________________________________________________________________
 SG0036* NAD 83(1986) POSITION- 47 25 31.     (N) 088 04 41.     (W)   SCALED
 SG0036* NAVD 88 ORTHO HEIGHT -   357.910 (meters)     1174.24  (feet) ADJUSTED
 SG0036  ______________________________________________________________________
 SG0036  GEOID HEIGHT    -        -35.002 (meters)                     GEOID18
 SG0036  DYNAMIC HEIGHT  -        357.969 (meters)     1174.44  (feet) COMP
 SG0036  MODELED GRAVITY -    980,767.9   (mgal)                       NAVD 88
 SG0036
 SG0036  VERT ORDER      -  FIRST     CLASS II
 SG0036
 SG0036.The horizontal coordinates were scaled from a map and have
 SG0036.an estimated accuracy of +/- 6 seconds.
 SG0036
 SG0036.The orthometric height was determined by differential leveling and
 SG0036.adjusted by the NATIONAL GEODETIC SURVEY
 SG0036.in June 1991.
 SG0036
 SG0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0036.GEOID18 height accuracy estimate available here.
 SG0036
 SG0036.Click photographs - Photos may exist for this station.
 SG0036
 SG0036.The dynamic height is computed by dividing the NAVD 88
 SG0036.geopotential number by the normal gravity value computed on the
 SG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0036.degrees latitude (g = 980.6199 gals.).
 SG0036
 SG0036.The modeled gravity was interpolated from observed gravity values.
 SG0036
 SG0036;                    North         East    Units  Estimated Accuracy
 SG0036;SPC MI N     -   294,210.    7,918,660.      MT  (+/- 180 meters Scaled)
 SG0036
 SG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT186529(NAD 83)
 SG0036
 SG0036                          SUPERSEDED SURVEY CONTROL
 SG0036
 SG0036  NGVD 29 (??/??/92)  357.910  (m)         1174.24   (f) ADJ UNCH    1 2
 SG0036
 SG0036.Superseded values are not recommended for survey control.
 SG0036
 SG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0036.See file dsdata.pdf to determine how the superseded data were derived.
 SG0036
 SG0036_MARKER: DB = BENCH MARK DISK
 SG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0036_STAMPING: C 66 1934
 SG0036_MARK LOGO: CGS
 SG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0036+STABILITY: SURFACE MOTION
 SG0036
 SG0036  HISTORY     - Date     Condition        Report By
 SG0036  HISTORY     - 1934     MONUMENTED       CGS
 SG0036  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0036  HISTORY     - 20000608 MARK NOT FOUND   USPSQD
 SG0036  HISTORY     - 20010908 MARK NOT FOUND   USPSQD
 SG0036
 SG0036                          STATION DESCRIPTION
 SG0036
 SG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0036'17 MI N FROM MOHAWK.
 SG0036'ABOUT 17 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0036'COUNTY, ABOUT 10 MILES SOUTH OF COPPER HARBOR, ON THE SUMMIT OF A
 SG0036'LONG WINDING HILL, AT THE JUNCTION WITH THE ROAD LEADING TO
 SG0036'EAGLE HARBOR, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 SG0036'A STANDARD DISK, STAMPED C 66 1934 AND SET IN THE TOP OF A
 SG0036'CONCRETE POST.
 SG0036
 SG0036                          STATION RECOVERY (1996)
 SG0036
 SG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0036'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 SG0036
 SG0036                          STATION RECOVERY (2000)
 SG0036
 SG0036'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0036'MARK NOT FOUND.
 SG0036
 SG0036                          STATION RECOVERY (2001)
 SG0036
 SG0036'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0935 ***********************************************************************
 RL0935  DESIGNATION -  C 67
 RL0935  PID         -  RL0935
 RL0935  STATE/COUNTY-  MI/GOGEBIC
 RL0935  COUNTRY     -  US
 RL0935  USGS QUAD   -  LAND O' LAKES (2018)
 RL0935
 RL0935                         *CURRENT SURVEY CONTROL
 RL0935  ______________________________________________________________________
 RL0935* NAD 83(1986) POSITION- 46 11 09.     (N) 089 11 10.     (W)   SCALED
 RL0935* NAVD 88 ORTHO HEIGHT -   522.082 (meters)     1712.86  (feet) ADJUSTED
 RL0935  ______________________________________________________________________
 RL0935  GEOID HEIGHT    -        -31.366 (meters)                     GEOID18
 RL0935  DYNAMIC HEIGHT  -        522.083 (meters)     1712.87  (feet) COMP
 RL0935  MODELED GRAVITY -    980,599.7   (mgal)                       NAVD 88
 RL0935
 RL0935  VERT ORDER      -  SECOND    CLASS 0
 RL0935
 RL0935.The horizontal coordinates were scaled from a map and have
 RL0935.an estimated accuracy of +/- 6 seconds.
 RL0935
 RL0935.The orthometric height was determined by differential leveling and
 RL0935.adjusted by the NATIONAL GEODETIC SURVEY
 RL0935.in June 1991.
 RL0935
 RL0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0935.GEOID18 height accuracy estimate available here.
 RL0935
 RL0935.Click photographs - Photos may exist for this station.
 RL0935
 RL0935.The dynamic height is computed by dividing the NAVD 88
 RL0935.geopotential number by the normal gravity value computed on the
 RL0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0935.degrees latitude (g = 980.6199 gals.).
 RL0935
 RL0935.The modeled gravity was interpolated from observed gravity values.
 RL0935
 RL0935;                    North         East    Units  Estimated Accuracy
 RL0935;SPC MI N     -   158,210.    7,831,260.      MT  (+/- 180 meters Scaled)
 RL0935
 RL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS312170(NAD 83)
 RL0935
 RL0935                          SUPERSEDED SURVEY CONTROL
 RL0935
 RL0935  NGVD 29 (??/??/92)  522.100  (m)         1712.92   (f) ADJ UNCH    2 0
 RL0935
 RL0935.Superseded values are not recommended for survey control.
 RL0935
 RL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0935.See file dsdata.pdf to determine how the superseded data were derived.
 RL0935
 RL0935_MARKER: DB = BENCH MARK DISK
 RL0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0935_STAMPING: C 67 1934
 RL0935_MARK LOGO: CGS
 RL0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0935+STABILITY: SURFACE MOTION
 RL0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0935+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 RL0935
 RL0935  HISTORY     - Date     Condition        Report By
 RL0935  HISTORY     - 1934     MONUMENTED       CGS
 RL0935  HISTORY     - 1948     GOOD             CGS
 RL0935  HISTORY     - 20001115 GOOD             MIDT
 RL0935  HISTORY     - 20050606 GOOD             USPSQD
 RL0935
 RL0935                          STATION DESCRIPTION
 RL0935
 RL0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0935'6.2 MI S FROM WATERSMEET.
 RL0935'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION
 RL0935'WITH U.S. HIGHWAY 2 AT WATERSMEET, ABOUT 2.1 MILES NORTH OF THE
 RL0935'STATE LINE AT LAND O LAKES WISCONSIN, ABOUT 1.15 MILES NORTH
 RL0935'OF THE JUNCTION OF A ROAD EAST TO LAC VIEUX DESERT, AT THE
 RL0935'OUTSIDE OF A LONG CURVE, 93 FEET WEST-NORTHWEST OF THE CENTER
 RL0935'LINE OF THE HIGHWAY, 6 FEET WEST-NORTHWEST OF A LINE OF STEEL
 RL0935'FENCE POSTS, 25 FEET SOUTHEAST OF A MULTIPLE BIRCH TREE, 1.5 FEET
 RL0935'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE
 RL0935'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0935'3 INCHES.
 RL0935
 RL0935                          STATION RECOVERY (2000)
 RL0935
 RL0935'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0935'IT IS ABOUT 585 FT S OF THE NE END OF THE CURVE (MARKED BY CONCRETE
 RL0935'R/W MARKERS RIGHT AND LEFT), ABOUT 300 FT N OF THE MIDPOINT OF THE
 RL0935'CURVE, 93 FT WNW OF THE C/L OF US HWY 45 AND 1 FT WNW OF A WITNESS
 RL0935'POST.  NOTE-THE STEEL FENCE POSTS ARE GONE BUT THE MULTIPLE BIRCH TREE
 RL0935'STILL EXISTS (NOW DEAD).
 RL0935
 RL0935                          STATION RECOVERY (2005)
 RL0935
 RL0935'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0711 ***********************************************************************
 NE0711  DESIGNATION -  C 75
 NE0711  PID         -  NE0711
 NE0711  STATE/COUNTY-  MI/WAYNE
 NE0711  COUNTRY     -  US
 NE0711  USGS QUAD   -  DENTON (2017)
 NE0711
 NE0711                         *CURRENT SURVEY CONTROL
 NE0711  ______________________________________________________________________
 NE0711* NAD 83(1986) POSITION- 42 15 28.     (N) 083 30 20.     (W)   SCALED
 NE0711* NAVD 88 ORTHO HEIGHT -   212.795 (meters)      698.14  (feet) ADJUSTED
 NE0711  ______________________________________________________________________
 NE0711  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 NE0711  DYNAMIC HEIGHT  -        212.729 (meters)      697.93  (feet) COMP
 NE0711  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 NE0711
 NE0711  VERT ORDER      -  SECOND    CLASS I
 NE0711
 NE0711.The horizontal coordinates were scaled from a map and have
 NE0711.an estimated accuracy of +/- 6 seconds.
 NE0711
 NE0711.The orthometric height was determined by differential leveling and
 NE0711.adjusted by the NATIONAL GEODETIC SURVEY
 NE0711.in July 2007.
 NE0711
 NE0711.No vertical observational check was made to the station.
 NE0711
 NE0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0711.GEOID18 height accuracy estimate available here.
 NE0711
 NE0711.Click photographs - Photos may exist for this station.
 NE0711
 NE0711.The dynamic height is computed by dividing the NAVD 88
 NE0711.geopotential number by the normal gravity value computed on the
 NE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0711.degrees latitude (g = 980.6199 gals.).
 NE0711
 NE0711.The modeled gravity was interpolated from observed gravity values.
 NE0711
 NE0711;                    North         East    Units  Estimated Accuracy
 NE0711;SPC MI S     -    84,540.    4,071,050.      MT  (+/- 180 meters Scaled)
 NE0711
 NE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933814(NAD 83)
 NE0711
 NE0711                          SUPERSEDED SURVEY CONTROL
 NE0711
 NE0711  NAVD 88 (06/15/91)  212.836  (m)          698.28   (f) SUPERSEDED  2 0
 NE0711  NGVD 29 (??/??/92)  212.969  (m)          698.72   (f) ADJ UNCH    2 0
 NE0711
 NE0711.Superseded values are not recommended for survey control.
 NE0711
 NE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0711.See file dsdata.pdf to determine how the superseded data were derived.
 NE0711
 NE0711_MARKER: DB = BENCH MARK DISK
 NE0711_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0711+WITH SETTING: PAVEMENT
 NE0711_SP_SET: SIGNAL BASE
 NE0711_STAMPING: C 75 1960
 NE0711_MARK LOGO: CGS
 NE0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0711+STABILITY: SURFACE MOTION
 NE0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0711+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 NE0711
 NE0711  HISTORY     - Date     Condition        Report By
 NE0711  HISTORY     - 1960     MONUMENTED       CGS
 NE0711  HISTORY     - 1985     GOOD             NGS
 NE0711  HISTORY     - 20060501 GOOD             MIDT
 NE0711  HISTORY     - 20070701 GOOD             INDIV
 NE0711  HISTORY     - 20200528 MARK NOT FOUND   MCA
 NE0711  HISTORY     - 20200708 MARK NOT FOUND   MCA
 NE0711
 NE0711                          STATION DESCRIPTION
 NE0711
 NE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0711'3.4 MI NW FROM BELLEVILLE.
 NE0711'LOCATED ALONG THE NEW YORK CENTRAL RAILROAD, 6.7 MILES WEST OF
 NE0711'THE STATION AT WAYNE, AT THE INTERSECTION OF BECK ROAD.  16 FEET
 NE0711'EAST OF APPROXIMATE CENTERLINE OF BECK ROAD AND 13.5 FEET SOUTH OF
 NE0711'SOUTH RAIL.  A STANDARD DISK CEMENTED IN THE CENTER OF THE TOP OF
 NE0711'A 4 X 2 FEET CONCRETE BASE OF A CROSSING SIGNAL THAT IS LOCATED
 NE0711'IN THE SOUTHEAST CORNER OF THE INTERSECTION.  STAMPED C 75 1960
 NE0711
 NE0711                          STATION RECOVERY (1985)
 NE0711
 NE0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0711'RECOVERED IN GOOD CONDITION.
 NE0711
 NE0711                          STATION RECOVERY (2006)
 NE0711
 NE0711'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0711'RECOVERED AS DESCRIBED.
 NE0711
 NE0711                          STATION RECOVERY (2007)
 NE0711
 NE0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JIS)
 NE0711'RECOVERED AS DESCRIBED
 NE0711
 NE0711                          STATION RECOVERY (2020)
 NE0711
 NE0711'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE0711'THE RAILROAD CROSSING WAS RECONSTRUCTED IN 2016 AND THE ORIGINAL
 NE0711'SIGNALS WERE REPLACED.
 NE0711
 NE0711                          STATION RECOVERY (2020)
 NE0711
 NE0711'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE0711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0172 ***********************************************************************
 QK0172  DESIGNATION -  C 76
 QK0172  PID         -  QK0172
 QK0172  STATE/COUNTY-  MI/EMMET
 QK0172  COUNTRY     -  US
 QK0172  USGS QUAD   -  LEVERING (2017)
 QK0172
 QK0172                         *CURRENT SURVEY CONTROL
 QK0172  ______________________________________________________________________
 QK0172* NAD 83(1986) POSITION- 45 43 25.6    (N) 084 45 03.7    (W)   HD_HELD2
 QK0172* NAVD 88 ORTHO HEIGHT -   210.267 (meters)      689.85  (feet) ADJUSTED
 QK0172  ______________________________________________________________________
 QK0172  GEOID HEIGHT    -        -35.371 (meters)                     GEOID18
 QK0172  DYNAMIC HEIGHT  -        210.270 (meters)      689.86  (feet) COMP
 QK0172  MODELED GRAVITY -    980,625.7   (mgal)                       NAVD 88
 QK0172
 QK0172  VERT ORDER      -  SECOND    CLASS 0
 QK0172
 QK0172.The horizontal coordinates were established by autonomous hand held GPS
 QK0172.observations and have an estimated accuracy of +/- 10 meters.
 QK0172
 QK0172.The orthometric height was determined by differential leveling and
 QK0172.adjusted by the NATIONAL GEODETIC SURVEY
 QK0172.in June 1991.
 QK0172
 QK0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0172.GEOID18 height accuracy estimate available here.
 QK0172
 QK0172.Click photographs - Photos may exist for this station.
 QK0172
 QK0172.The dynamic height is computed by dividing the NAVD 88
 QK0172.geopotential number by the normal gravity value computed on the
 QK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0172.degrees latitude (g = 980.6199 gals.).
 QK0172
 QK0172.The modeled gravity was interpolated from observed gravity values.
 QK0172
 QK0172;                    North         East    Units  Estimated Accuracy
 QK0172;SPC MI C     -   267,558.    5,970,078.      MT  (+/- 10 meters HH2 GPS)
 QK0172
 QK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7500665817(NAD 83)
 QK0172
 QK0172                          SUPERSEDED SURVEY CONTROL
 QK0172
 QK0172  NGVD 29 (??/??/92)  210.275  (m)          689.88   (f) ADJ UNCH    2 0
 QK0172
 QK0172.Superseded values are not recommended for survey control.
 QK0172
 QK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0172.See file dsdata.pdf to determine how the superseded data were derived.
 QK0172
 QK0172_MARKER: DB = BENCH MARK DISK
 QK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0172_STAMPING: C 76 1934
 QK0172_MARK LOGO: CGS
 QK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0172+STABILITY: SURFACE MOTION
 QK0172
 QK0172  HISTORY     - Date     Condition        Report By
 QK0172  HISTORY     - 1934     MONUMENTED       CGS
 QK0172  HISTORY     - 1979     POOR             USGS
 QK0172  HISTORY     - 20120907 POOR             GEOCAC
 QK0172
 QK0172                          STATION DESCRIPTION
 QK0172
 QK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0172'4.4 MI S FROM MACKINAW CITY.
 QK0172'IN EMMET COUNTY, 4.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0172'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.3 MILE
 QK0172'NORTH OF MILEPOST 455, 20 YARDS NORTHWEST OF AN ABANDONED ROAD
 QK0172'CROSSING, 7 YARDS NORTH OF THE NORTH EDGE OF A FIRE LANE, 1-1/2
 QK0172'YARDS EAST OF TELEPHONE POLE 9221, 16 YARDS WEST OF THE WEST RAIL,
 QK0172'AND 3-1/2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0172'C 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QK0172'INCHES ABOVE GROUND.
 QK0172
 QK0172                          STATION RECOVERY (1979)
 QK0172
 QK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0172'MARK RECOVERED IN POOR CONDITION.
 QK0172
 QK0172                          STATION RECOVERY (2012)
 QK0172
 QK0172'RECOVERY NOTE BY GEOCACHING 2012 (SJS)
 QK0172'MARK RECOVERED IN POOR CONDITION. MARKER AND CEMENT POST ARE CANTED
 QK0172'NORTHWARD, AT
 QK0172'APPROXIMATELY A 45 DEGREE ANGLE. FIRE LANE, TELEPHONE POLE, RAIL, AND
 QK0172'MILE MARKER
 QK0172'REFERENCED IN 1934 DATASHEET ENTRY ARE NO LONGER EXTANT. MARK IS NO
 QK0172'LONGER ALONG  THE
 QK0172'PENNSYLVANIA RAILROAD, WHICH HAS BEEN DESTROYED. THE FORMER RAIL BED
 QK0172'IS NOW REFERRED TO AS
 QK0172'THE PETOSKEY-MACKINAW RAIL TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0310 ***********************************************************************
 QK0310  DESIGNATION -  C 77
 QK0310  PID         -  QK0310
 QK0310  STATE/COUNTY-  MI/CHARLEVOIX
 QK0310  COUNTRY     -  US
 QK0310  USGS QUAD   -  CHARLEVOIX (2017)
 QK0310
 QK0310                         *CURRENT SURVEY CONTROL
 QK0310  ______________________________________________________________________
 QK0310* NAD 83(1986) POSITION- 45 17 48.     (N) 085 15 04.     (W)   SCALED
 QK0310* NAVD 88 ORTHO HEIGHT -   190.718 (meters)      625.71  (feet) ADJUSTED
 QK0310  ______________________________________________________________________
 QK0310  GEOID HEIGHT    -        -35.116 (meters)                     GEOID18
 QK0310  DYNAMIC HEIGHT  -        190.712 (meters)      625.69  (feet) COMP
 QK0310  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 QK0310
 QK0310  VERT ORDER      -  FIRST     CLASS II
 QK0310
 QK0310.The horizontal coordinates were scaled from a map and have
 QK0310.an estimated accuracy of +/- 6 seconds.
 QK0310
 QK0310.The orthometric height was determined by differential leveling and
 QK0310.adjusted by the NATIONAL GEODETIC SURVEY
 QK0310.in June 1991.
 QK0310
 QK0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0310.GEOID18 height accuracy estimate available here.
 QK0310
 QK0310.Click photographs - Photos may exist for this station.
 QK0310
 QK0310.The dynamic height is computed by dividing the NAVD 88
 QK0310.geopotential number by the normal gravity value computed on the
 QK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0310.degrees latitude (g = 980.6199 gals.).
 QK0310
 QK0310.The modeled gravity was interpolated from observed gravity values.
 QK0310
 QK0310;                    North         East    Units  Estimated Accuracy
 QK0310;SPC MI C     -   220,400.    5,930,630.      MT  (+/- 180 meters Scaled)
 QK0310
 QK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR371173(NAD 83)
 QK0310
 QK0310                          SUPERSEDED SURVEY CONTROL
 QK0310
 QK0310  NGVD 29 (??/??/92)  190.802  (m)          625.99   (f) ADJ UNCH    1 2
 QK0310
 QK0310.Superseded values are not recommended for survey control.
 QK0310
 QK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0310.See file dsdata.pdf to determine how the superseded data were derived.
 QK0310
 QK0310_MARKER: DB = BENCH MARK DISK
 QK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0310_STAMPING: C 77 1934
 QK0310_MARK LOGO: CGS
 QK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0310+STABILITY: SURFACE MOTION
 QK0310
 QK0310  HISTORY     - Date     Condition        Report By
 QK0310  HISTORY     - 1934     MONUMENTED       CGS
 QK0310  HISTORY     - 1984     GOOD             NGS
 QK0310
 QK0310                          STATION DESCRIPTION
 QK0310
 QK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0310'1.5 MI S FROM CHARLEVOIX.
 QK0310'1.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0310'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 29 YARDS NORTH OF
 QK0310'MILEPOST GR 208, AT THE SOUTH END OF A CUT, AT A ROAD CROSSING,
 QK0310'14 YARDS EAST OF THE EAST RAIL, 3-1/2 YARDS NORTH OF THE
 QK0310'CENTERLINE OF THE ROAD, 9 YARDS SOUTHEAST OF A TELEPHONE POLE,
 QK0310'AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 QK0310'C 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QK0310'INCHES ABOVE GROUND.
 QK0310
 QK0310                          STATION RECOVERY (1984)
 QK0310
 QK0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0310'RECOVERED IN GOOD CONDITION.  NOTE, STABLE BUT FOUND PROJECTING
 QK0310'EIGHTEEN INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0186 ***********************************************************************
 PL0186  DESIGNATION -  C 78
 PL0186  PID         -  PL0186
 PL0186  STATE/COUNTY-  MI/KALKASKA
 PL0186  COUNTRY     -  US
 PL0186  USGS QUAD   -  KALKASKA (2017)
 PL0186
 PL0186                         *CURRENT SURVEY CONTROL
 PL0186  ______________________________________________________________________
 PL0186* NAD 83(1994) POSITION- 44 44 34.39205(N) 085 10 27.17003(W)   ADJUSTED
 PL0186* NAD 83(1994) ELLIP HT-   283.575 (meters)        (02/03/97)   ADJUSTED
 PL0186* NAVD 88 ORTHO HEIGHT -   317.439 (meters)     1041.46  (feet) ADJUSTED
 PL0186  ______________________________________________________________________
 PL0186  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 PL0186  NAD 83(1994) X  -    381,761.061 (meters)                     COMP
 PL0186  NAD 83(1994) Y  - -4,521,864.338 (meters)                     COMP
 PL0186  NAD 83(1994) Z  -  4,467,298.730 (meters)                     COMP
 PL0186  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 PL0186  DYNAMIC HEIGHT  -        317.413 (meters)     1041.38  (feet) COMP
 PL0186  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 PL0186
 PL0186  HORZ ORDER      -  FIRST
 PL0186  VERT ORDER      -  SECOND    CLASS 0
 PL0186  ELLP ORDER      -  FOURTH    CLASS I
 PL0186
 PL0186.The horizontal coordinates were established by GPS observations
 PL0186.and adjusted by the National Geodetic Survey in February 1997.
 PL0186
 PL0186.The orthometric height was determined by differential leveling and
 PL0186.adjusted by the NATIONAL GEODETIC SURVEY
 PL0186.in June 1991.
 PL0186
 PL0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0186.GEOID18 height accuracy estimate available here.
 PL0186
 PL0186.Click photographs - Photos may exist for this station.
 PL0186
 PL0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0186
 PL0186.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0186
 PL0186.The ellipsoidal height was determined by GPS observations
 PL0186.and is referenced to NAD 83.
 PL0186
 PL0186.The dynamic height is computed by dividing the NAVD 88
 PL0186.geopotential number by the normal gravity value computed on the
 PL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0186.degrees latitude (g = 980.6199 gals.).
 PL0186
 PL0186.The modeled gravity was interpolated from observed gravity values.
 PL0186
 PL0186. The following values were computed from the NAD 83(1994) position.
 PL0186
 PL0186;                    North         East     Units Scale Factor Converg.
 PL0186;SPC MI C     -   158,799.847 5,936,049.584   MT  0.99991880   -0 34 13.6
 PL0186;SPC MI C     -   520,996.87 19,475,228.29   iFT  0.99991880   -0 34 13.6
 PL0186;UTM  16      - 4,956,010.428   644,542.248   MT  0.99985692   +1 17 07.6
 PL0186
 PL0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0186!SPC MI C     -   0.99995554  x   0.99991880  =   0.99987434
 PL0186!UTM  16      -   0.99995554  x   0.99985692  =   0.99981247
 PL0186
 PL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4454256010(NAD 83)
 PL0186
 PL0186                          SUPERSEDED SURVEY CONTROL
 PL0186
 PL0186  NAD 83(1986)-  44 44 34.38878(N)    085 10 27.16867(W) AD(       ) 1
 PL0186  NGVD 29 (??/??/92)  317.534  (m)         1041.78   (f) ADJ UNCH    2 0
 PL0186
 PL0186.Superseded values are not recommended for survey control.
 PL0186
 PL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0186.See file dsdata.pdf to determine how the superseded data were derived.
 PL0186
 PL0186_MARKER: DB = BENCH MARK DISK
 PL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0186_STAMPING: C 78 1934
 PL0186_MARK LOGO: CGS
 PL0186_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0186+STABILITY: SURFACE MOTION
 PL0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0186+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 PL0186
 PL0186  HISTORY     - Date     Condition        Report By
 PL0186  HISTORY     - 1934     MONUMENTED       CGS
 PL0186  HISTORY     - 1951     GOOD             CGS
 PL0186  HISTORY     - 1982     GOOD             SHELL
 PL0186  HISTORY     - 1989     GOOD             USPSQD
 PL0186  HISTORY     - 19920908 GOOD             USPSQD
 PL0186  HISTORY     - 19920909 GOOD             MIDT
 PL0186  HISTORY     - 19970924 GOOD             USPSQD
 PL0186  HISTORY     - 20010806 GOOD             NGS
 PL0186  HISTORY     - 20020622 GOOD             GEOCAC
 PL0186  HISTORY     - 20140623 GOOD             GEODES
 PL0186  HISTORY     - 20151005 GOOD             INDIV
 PL0186  HISTORY     - 20160615 GOOD             MIDT
 PL0186
 PL0186                          STATION DESCRIPTION
 PL0186
 PL0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0186'AT KALKASKA.
 PL0186'AT THE NORTH EDGE OF KALKASKA, KALKASKA COUNTY, ON U.S. HIGHWAY
 PL0186'131 (STATE HIGHWAY 66), 19 YARDS NORTHEAST OF THE CENTER OF THE
 PL0186'JUNCTION OF STATE HIGHWAY 72, 20 YARDS EAST OF THE VILLAGE-LIMIT
 PL0186'SIGN, 14 YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 14
 PL0186'YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY 72, 8 YARDS EAST
 PL0186'OF A HIGHWAY DIRECTION SIGN, AND 1 YARD NORTH OF A
 PL0186'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED C 78
 PL0186'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PL0186'ABOVE GROUND.
 PL0186
 PL0186                          STATION RECOVERY (1951)
 PL0186
 PL0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1982)
 PL0186
 PL0186'RECOVERY NOTE BY SHELL OIL COMPANY 1982
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1989)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1992)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1992)
 PL0186
 PL0186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0186'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUADRANGLE MAP. IT
 PL0186'IS IN THE SOUTHWEST 1/4 SECTION 9, T-27-N, R-7-W, KALKASKA TOWNSHIP.
 PL0186'STATION IS AT THE NORTHEAST CORNER OF KALKASKA CITY LIMITS, ON THE
 PL0186'UNITED STATES HIGHWAY 131 RIGHT-OF-WAY, AT A ROAD INTERSECTION AND
 PL0186'JUNCTION FOR STATE HIGHWAYS M-72 WEST AND M-66 NORTH, ABOUT 0.5 MI
 PL0186'(0.8 KM) NORTH OF THE CENTER OF CITY OF KALKASKA.
 PL0186'STATION IS LOCATED IN KALKASKA, 57 FT (17.4 M) NORTHEAST FROM THE
 PL0186'CENTER OF THE JUNCTION OF STATE HIGHWAYS M-72 WEST, M-66 NORTH, AND
 PL0186'US-131, 42 FT (12.8 M) EAST FROM THE CENTER OF HIGHWAY M-66 NORTH AND
 PL0186'US-131, 42 FT (12.8 M) NORTH FROM THE EXTENDED CENTERLINE OF STATE
 PL0186'HIGHWAY M-72 WEST, 3 FT (0.9 M) NORTH FROM A POWER POLE. STATION
 PL0186'PROJECTS 0.5 FT (15.2 CM) ABOVE RESTAURANT LAWN. THERE IS NO WITNESS
 PL0186'POST MARKING LOCATION OF STATION.
 PL0186
 PL0186                          STATION RECOVERY (1997)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (2001)
 PL0186
 PL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0186
 PL0186                          STATION RECOVERY (2002)
 PL0186
 PL0186'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (2014)
 PL0186
 PL0186'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2014 (GMB)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (2015)
 PL0186
 PL0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 PL0186'RECOVERED AS DESCRIBED
 PL0186
 PL0186                          STATION RECOVERY (2016)
 PL0186
 PL0186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 PL0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0156 ***********************************************************************
 QK0156  CBN         -  This is a Cooperative Base Network Control Station.
 QK0156  DESIGNATION -  C 79
 QK0156  PID         -  QK0156
 QK0156  STATE/COUNTY-  MI/OTSEGO
 QK0156  COUNTRY     -  US
 QK0156  USGS QUAD   -  GAYLORD (2017)
 QK0156
 QK0156                         *CURRENT SURVEY CONTROL
 QK0156  ______________________________________________________________________
 QK0156* NAD 83(2011) POSITION- 45 02 15.86784(N) 084 44 02.36100(W)   ADJUSTED
 QK0156* NAD 83(2011) ELLIP HT-   371.847 (meters)        (06/27/12)   ADJUSTED
 QK0156* NAD 83(2011) EPOCH   -  2010.00
 QK0156* NAVD 88 ORTHO HEIGHT -   406.728 (meters)     1334.41  (feet) ADJUSTED
 QK0156  ______________________________________________________________________
 QK0156  GEOID HEIGHT    -        -34.864 (meters)                     GEOID18
 QK0156  NAD 83(2011) X  -    414,375.797 (meters)                     COMP
 QK0156  NAD 83(2011) Y  - -4,495,830.989 (meters)                     COMP
 QK0156  NAD 83(2011) Z  -  4,490,576.320 (meters)                     COMP
 QK0156  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 QK0156  DYNAMIC HEIGHT  -        406.684 (meters)     1334.26  (feet) COMP
 QK0156  MODELED GRAVITY -    980,496.5   (mgal)                       NAVD 88
 QK0156  OBS GRAVITY     -    980,500.0   (mgal)                       GRAV_OBS
 QK0156
 QK0156  VERT ORDER      -  SECOND    CLASS 0
 QK0156
 QK0156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0156  Standards:
 QK0156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0156  -------------------------------------------------------------------
 QK0156  NETWORK    0.57   1.53           0.27   0.18   0.78     -0.01008523
 QK0156  -------------------------------------------------------------------
 QK0156  Click here for local accuracies and other accuracy information.
 QK0156
 QK0156.The horizontal coordinates were established by GPS observations
 QK0156.and adjusted by the National Geodetic Survey in June 2012.
 QK0156
 QK0156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0156.been affixed to the stable North American tectonic plate. See 
 QK0156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0156
 QK0156.The horizontal coordinates are valid at the epoch date displayed above
 QK0156.which is a decimal equivalence of Year/Month/Day.
 QK0156
 QK0156.The orthometric height was determined by differential leveling and
 QK0156.adjusted by the NATIONAL GEODETIC SURVEY
 QK0156.in June 1991.
 QK0156
 QK0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0156.GEOID18 height accuracy estimate available here.
 QK0156
 QK0156.Click photographs - Photos may exist for this station.
 QK0156
 QK0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0156
 QK0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0156
 QK0156.The ellipsoidal height was determined by GPS observations
 QK0156.and is referenced to NAD 83.
 QK0156
 QK0156.The dynamic height is computed by dividing the NAVD 88
 QK0156.geopotential number by the normal gravity value computed on the
 QK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0156.degrees latitude (g = 980.6199 gals.).
 QK0156
 QK0156.The modeled gravity was interpolated from observed gravity values.
 QK0156
 QK0156.The observed gravity was obtained from relative gravimeter ties
 QK0156.to the IGSN71 gravity network.
 QK0156
 QK0156. The following values were computed from the NAD 83(2011) position.
 QK0156
 QK0156;                    North         East     Units Scale Factor Converg.
 QK0156;SPC MI C     -   191,311.270 5,971,059.390   MT  0.99991406   -0 15 34.1
 QK0156;SPC MI C     -   627,661.65 19,590,089.86   iFT  0.99991406   -0 15 34.1
 QK0156;UTM  16      - 4,989,640.904   678,479.035   MT  0.99999170   +1 36 13.6
 QK0156
 QK0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0156!SPC MI C     -   0.99994170  x   0.99991406  =   0.99985577
 QK0156!UTM  16      -   0.99994170  x   0.99999170  =   0.99993340
 QK0156
 QK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7847989640(NAD 83)
 QK0156
 QK0156                          SUPERSEDED SURVEY CONTROL
 QK0156
 QK0156  NAD 83(2007)-  45 02 15.86809(N)    084 44 02.36194(W) AD(2002.00) 0
 QK0156  ELLIP H (02/10/07)  371.866  (m)                       GP(2002.00)    
 QK0156  ELLIP H (06/11/02)  371.862  (m)                       GP(       ) 4 1
 QK0156  NAD 83(1994)-  45 02 15.86813(N)    084 44 02.36216(W) AD(       ) B
 QK0156  ELLIP H (09/20/95)  371.909  (m)                       GP(       ) 1 2
 QK0156  NAD 83(1986)-  45 02 15.86179(N)    084 44 02.36799(W) AD(       ) 1
 QK0156  NAD 83(1986)-  45 02 15.85337(N)    084 44 02.35745(W) AD(       ) 3
 QK0156  NAVD 88             406.73   (m)         1334.4    (f) LEVELING    3  
 QK0156  NGVD 29 (??/??/92)  406.816  (m)         1334.70   (f) ADJ UNCH    2 0
 QK0156  NGVD 29             406.82   (m)         1334.7    (f) LEVELING    3  
 QK0156
 QK0156.Superseded values are not recommended for survey control.
 QK0156
 QK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0156.See file dsdata.pdf to determine how the superseded data were derived.
 QK0156
 QK0156_MARKER: DB = BENCH MARK DISK
 QK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0156_STAMPING: C 79 1934
 QK0156_MARK LOGO: CGS
 QK0156_PROJECTION: PROJECTING 14 CENTIMETERS
 QK0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0156+STABILITY: SURFACE MOTION
 QK0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0156+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 QK0156
 QK0156  HISTORY     - Date     Condition        Report By
 QK0156  HISTORY     - 1934     MONUMENTED       CGS
 QK0156  HISTORY     - 1953     GOOD             CGS
 QK0156  HISTORY     - 19890403 GOOD             NGS
 QK0156  HISTORY     - 19910708 GOOD             NGS
 QK0156  HISTORY     - 19910806 GOOD             NGS
 QK0156  HISTORY     - 19940520 GOOD             NGS
 QK0156  HISTORY     - 19960812 GOOD             USPSQD
 QK0156  HISTORY     - 20010426 GOOD             MIDNR
 QK0156  HISTORY     - 20160614 GOOD             MIDT
 QK0156  HISTORY     - 20180605 POOR             MIDT
 QK0156
 QK0156                          STATION DESCRIPTION
 QK0156
 QK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QK0156'2.9 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0156'STATION AT GAYLORD, OTSEGO COUNTY, 60 YARDS EAST OF THE REAR OF
 QK0156'THE C.J. FRANK TWO-STORY RESIDENCE IN 1934, 30 YARDS NORTH
 QK0156'OF AN UNPAINTED BARN, ON THE RIGHT-OF-WAY OF THE RURAL ELECTRIC
 QK0156'CO. POWER LINE, 21 YARDS SOUTH OF A POWER-LINE POLE, AT A
 QK0156'DIRT-ROAD CROSSING, 16 YARDS SOUTH OF THE CENTERLINE OF THE OLD
 QK0156'RAILROAD ROADBED, 13 YARDS EAST OF THE CENTERLINE OF THE ROAD,
 QK0156'AND 3 YARDS WEST OF THE CENTERLINE OF A SMALL FARM ROAD.  A
 QK0156'STANDARD DISK, STAMPED C 79 1934 AND SET IN THE TOP OF A CONCRETE
 QK0156'POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0156
 QK0156                          STATION RECOVERY (1989)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0156'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) SOUTHWEST OF
 QK0156'VANDERBILT, 9.9 KM (6.15 MI) SOUTHEAST OF ELMIRA AND 4.7 KM (2.90 MI)
 QK0156'NORTHWEST OF GAYLORD.  OWNERSHIP--STATE OF MICHIGAN.
 QK0156'TO REACH THE STATION FROM THE JUNCTION 0F INTERSTATE HIGHWAY 75 AND
 QK0156'STATE HIGHWAY 32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0156'HIGHWAY 32 FOR 3.75 KM (2.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QK0156'RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.75 MI) TO THE
 QK0156'CROSSING OF A SNOWMOBILE TRAIL (OLD RAILROAD GRADE).  TURN RIGHT AND
 QK0156'GO SOUTHEAST ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.05 MI) TO THE
 QK0156'STATION ON THE RIGHT.
 QK0156'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 QK0156'MONUMENT THAT PROJECTS 15 CM ABOVE THE GROUND.  LOCATED 19.1 M
 QK0156'(62.7 FT) SOUTHWEST OF A UTILITY POLE, 16.0 M (52.5 FT) SOUTHWEST OF
 QK0156'THE CENTER OF THE SNOWMOBILE TRAIL AND 0.25 M (0.8 FT) NORTHWEST OF A
 QK0156'METAL WITNESS POST.
 QK0156'NOTE-IN WET WEATHER 4/W DRIVE WILL BE NEEDED TO DRIVE TO THE STATION.
 QK0156'DESCRIBED BY E.J. HANSMANN.
 QK0156
 QK0156                          STATION RECOVERY (1991)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0156'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHWEST OF VANDERBILT,
 QK0156'9.9 KM (6.2 MI) SOUTHEAST OF ELMIRA AND 4.7 KM (2.9 MI) NORTHWEST OF
 QK0156'GAYLORD.  OWNERSHIP--STATE OF MICHIGAN.
 QK0156'TO REACH THE STATION FROM THE JUNCTION 0F INTERSTATE HIGHWAY 75 AND
 QK0156'STATE HIGHWAY 32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0156'HIGHWAY 32 FOR 3.75 KM (2.33 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QK0156'RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.76 MI) TO THE
 QK0156'CROSSING OF A SNOWMOBILE TRAIL (OLD RAILROAD GRADE).  TURN RIGHT AND
 QK0156'GO SOUTHEAST ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.07 MI) TO THE
 QK0156'STATION ON THE RIGHT.
 QK0156'STATION IS LOCATED 19.1 M (62.7 FT) SOUTH-SOUTHWEST OF UTILITY POLE
 QK0156'NUMBER 275, 16.0 M (52.5 FT) SOUTHWEST OF THE CENTER OF THE
 QK0156'SNOWMOBILE TRAIL AND 0.25 M (0.82 FT) NORTHWEST OF A METAL WITNESS
 QK0156'POST.
 QK0156
 QK0156                          STATION RECOVERY (1991)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0156'STATION IS LOCATED IN QUAD. 450843, ABOUT 8 MILES (12.9 KM) SOUTHWEST
 QK0156'FROM VANDERBILT, 6 MILES (9.7 KM) SOUTHEAST FROM ELMIRA AND 3 MILES
 QK0156'(4.8 KM) NORTHWEST FROM GAYLORD.  IT IS IN THE NORTHWEST 1/4 OF
 QK0156'SECTION 31, T-31-N, R-3-W, LIVINGSTON TOWNSHIP, ON THE GAYLORD
 QK0156'QUADRANGLE MAP AND ON PROPERTY OF THE STATE OF MICHIGAN.
 QK0156'
 QK0156'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 QK0156'M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 2.3 MI
 QK0156'(3.7 KM)  TO A SIDEROAD RIGHT, TOWNLINE ROAD.  TURN RIGHT AND GO
 QK0156'NORTH ON TOWNLINE ROAD FOR 0.75 MI (1.21 KM)  TO AND OLD ABANDONED
 QK0156'RAILROAD CROSSING, WHICH IS NOW A SNOWMOBILE TRAIL.  HERE BEAR SHARP
 QK0156'RIGHT AND GO EASTERLY ON SNOWMOBILE TRAIL FOR 0.07 MI (0.11 KM)  TO
 QK0156'STATION ON RIGHT AS DESCRIBED.
 QK0156'
 QK0156'STATION IS 62.5 FT (19.1 MT) SOUTHWEST FROM A UTILITY POLE, 52.5 FT
 QK0156'(16.0 MT) SOUTHWEST FROM THE CENTER OF THE SNOWMOBILE TRAIL AND 0.82
 QK0156'FT (0.25 MT) NORTHWEST FROM A METAL WITNESS POST.
 QK0156
 QK0156                          STATION RECOVERY (1994)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0156'THE STATION IS LOCATED IN QUAD 450843, ABOUT 13 KM (8.05 MI) SOUTHWEST
 QK0156'OF VANDERBILT, 10 KM (6.20 MI) SOUTHEAST OF ELMIRA, 5 KM (3.10 MI)
 QK0156'NORTHWEST OF GAYLORD, IN THE NORTHWEST 1/4 OF SECTION 31, T 31 N, R 3
 QK0156'W, LIVINGSTON TOWNSHIP.  OWNERSHIP--STATE OF MICHIGAN.  TO REACH THE
 QK0156'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 QK0156'32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON HIGHWAY 32 FOR
 QK0156'3.75 KM (2.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 QK0156'NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.75 MI) TO THE CROSSING OF A
 QK0156'SNOWMOBILE TRAIL (OLD RAILROAD GRADE) .  TURN RIGHT AND GO SOUTHEAST
 QK0156'ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.05 MI) TO THE STATION ON THE
 QK0156'RIGHT.  STATION PROJECTS 0.14 M (0.46 FT) ABOVE GROUND.  IT IS 19.1 M
 QK0156'(62.7 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 275, 16.0 M (52.5 FT)
 QK0156'SOUTHWEST OF THE CENTER OF THE SNOWMOBILE TRAIL, 5.5 M (18.0 FT) SOUTH
 QK0156'FROM A 24-INCH PINE TREE, 1.7 M (5.6 FT) SOUTHWEST FROM FIBERGLASS
 QK0156'WITNESS POST, AND 0.25 M (0.82 FT) NORTHWEST OF A METAL WITNESS POST.
 QK0156
 QK0156                          STATION RECOVERY (1996)
 QK0156
 QK0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0156'RECOVERED IN GOOD CONDITION.
 QK0156
 QK0156                          STATION RECOVERY (2001)
 QK0156
 QK0156'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (CK)
 QK0156'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 QK0156'NATURAL RESOURCES, (CK, JR) IN GOOD CONDITION.  STATION IS GOOD FOR
 QK0156'USE WITH G.P.S.  NOTE----THERE IS A SCOTCH PINE NORTH OF STATION
 QK0156'ABOUT 20 TO 25 FEET TO BASE OF TRUNK AND 6 TO 8 FEET TO BOUGHS
 QK0156'ABOUT 30 FEET HIGH.
 QK0156'
 QK0156'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0156
 QK0156                          STATION RECOVERY (2016)
 QK0156
 QK0156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QK0156'RECOVERED IN GOOD CONDITION.
 QK0156
 QK0156                          STATION RECOVERY (2018)
 QK0156
 QK0156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 QK0156'WILL NEED MAINTENANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0028 ***********************************************************************
 QJ0028  DESIGNATION -  C 80
 QJ0028  PID         -  QJ0028
 QJ0028  STATE/COUNTY-  MI/ALPENA
 QJ0028  COUNTRY     -  US
 QJ0028  USGS QUAD   -  JEWETT CREEK (2017)
 QJ0028
 QJ0028                         *CURRENT SURVEY CONTROL
 QJ0028  ______________________________________________________________________
 QJ0028* NAD 83(1986) POSITION- 45 03 35.     (N) 083 50 28.     (W)   SCALED
 QJ0028* NAVD 88 ORTHO HEIGHT -   237.342 (meters)      778.68  (feet) ADJUSTED
 QJ0028  ______________________________________________________________________
 QJ0028  GEOID HEIGHT    -        -36.222 (meters)                     GEOID18
 QJ0028  DYNAMIC HEIGHT  -        237.321 (meters)      778.61  (feet) COMP
 QJ0028  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 QJ0028
 QJ0028  VERT ORDER      -  SECOND    CLASS 0
 QJ0028
 QJ0028.The horizontal coordinates were scaled from a map and have
 QJ0028.an estimated accuracy of +/- 6 seconds.
 QJ0028
 QJ0028.The orthometric height was determined by differential leveling and
 QJ0028.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0028.in June 1991.
 QJ0028
 QJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0028.GEOID18 height accuracy estimate available here.
 QJ0028
 QJ0028.Click photographs - Photos may exist for this station.
 QJ0028
 QJ0028.The dynamic height is computed by dividing the NAVD 88
 QJ0028.geopotential number by the normal gravity value computed on the
 QJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0028.degrees latitude (g = 980.6199 gals.).
 QJ0028
 QJ0028.The modeled gravity was interpolated from observed gravity values.
 QJ0028
 QJ0028;                    North         East    Units  Estimated Accuracy
 QJ0028;SPC MI C     -   193,820.    6,041,390.      MT  (+/- 180 meters Scaled)
 QJ0028
 QJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK763935(NAD 83)
 QJ0028
 QJ0028                          SUPERSEDED SURVEY CONTROL
 QJ0028
 QJ0028  NGVD 29 (??/??/92)  237.483  (m)          779.14   (f) ADJ UNCH    2 0
 QJ0028
 QJ0028.Superseded values are not recommended for survey control.
 QJ0028
 QJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0028
 QJ0028_MARKER: DB = BENCH MARK DISK
 QJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0028_STAMPING: C 80 1934
 QJ0028_MARK LOGO: CGS
 QJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0028+STABILITY: SURFACE MOTION
 QJ0028
 QJ0028  HISTORY     - Date     Condition        Report By
 QJ0028  HISTORY     - 1934     MONUMENTED       CGS
 QJ0028  HISTORY     - 1953     GOOD             CGS
 QJ0028  HISTORY     - 1984     MARK NOT FOUND   USGS
 QJ0028  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0028
 QJ0028                          STATION DESCRIPTION
 QJ0028
 QJ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QJ0028'2.8 MI E FROM HILLMAN.
 QJ0028'IN ALPENA COUNTY, 2.8 MILES EAST ALONG STATE HIGHWAY 32 FROM
 QJ0028'HILLMAN, MONTMORENCY COUNTY, 200 YARDS NORTHEAST OF THE NORTHEAST
 QJ0028'CORNER OF THE J.W. DICK FARMHOUSE IN 1934, 64 FEET NORTH OF
 QJ0028'THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF A BARBED-WIRE
 QJ0028'FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QJ0028'STAMPED C 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QJ0028
 QJ0028                          STATION RECOVERY (1984)
 QJ0028
 QJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QJ0028'MARK NOT FOUND.
 QJ0028
 QJ0028                          STATION RECOVERY (1999)
 QJ0028
 QJ0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0034 ***********************************************************************
 PL0034  DESIGNATION -  C 81
 PL0034  PID         -  PL0034
 PL0034  STATE/COUNTY-  MI/OSCODA
 PL0034  COUNTRY     -  US
 PL0034  USGS QUAD   -  ISLAND LAKE (2017)
 PL0034
 PL0034                         *CURRENT SURVEY CONTROL
 PL0034  ______________________________________________________________________
 PL0034* NAD 83(1986) POSITION- 44 37 12.     (N) 084 07 47.     (W)   SCALED
 PL0034* NAVD 88 ORTHO HEIGHT -   368.272 (meters)     1208.24  (feet) ADJUSTED
 PL0034  ______________________________________________________________________
 PL0034  GEOID HEIGHT    -        -35.042 (meters)                     GEOID18
 PL0034  DYNAMIC HEIGHT  -        368.225 (meters)     1208.08  (feet) COMP
 PL0034  MODELED GRAVITY -    980,478.9   (mgal)                       NAVD 88
 PL0034
 PL0034  VERT ORDER      -  SECOND    CLASS 0
 PL0034
 PL0034.The horizontal coordinates were scaled from a map and have
 PL0034.an estimated accuracy of +/- 6 seconds.
 PL0034
 PL0034.The orthometric height was determined by differential leveling and
 PL0034.adjusted by the NATIONAL GEODETIC SURVEY
 PL0034.in June 1991.
 PL0034
 PL0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0034.GEOID18 height accuracy estimate available here.
 PL0034
 PL0034.Click photographs - Photos may exist for this station.
 PL0034
 PL0034.The dynamic height is computed by dividing the NAVD 88
 PL0034.geopotential number by the normal gravity value computed on the
 PL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0034.degrees latitude (g = 980.6199 gals.).
 PL0034
 PL0034.The modeled gravity was interpolated from observed gravity values.
 PL0034
 PL0034;                    North         East    Units  Estimated Accuracy
 PL0034;SPC MI C     -   144,850.    6,018,800.      MT  (+/- 180 meters Scaled)
 PL0034
 PL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ277447(NAD 83)
 PL0034
 PL0034                          SUPERSEDED SURVEY CONTROL
 PL0034
 PL0034  NGVD 29 (??/??/92)  368.407  (m)         1208.68   (f) ADJ UNCH    2 0
 PL0034
 PL0034.Superseded values are not recommended for survey control.
 PL0034
 PL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0034.See file dsdata.pdf to determine how the superseded data were derived.
 PL0034
 PL0034_MARKER: DB = BENCH MARK DISK
 PL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0034_STAMPING: C 81 1934
 PL0034_MARK LOGO: CGS
 PL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0034+STABILITY: SURFACE MOTION
 PL0034
 PL0034  HISTORY     - Date     Condition        Report By
 PL0034  HISTORY     - 1934     MONUMENTED       CGS
 PL0034  HISTORY     - 1943     GOOD             CGS
 PL0034  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0034
 PL0034                          STATION DESCRIPTION
 PL0034
 PL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PL0034'2 MI S FROM MIO.
 PL0034'2.0 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0034'MIO, OSCODA COUNTY, AT THE SUMMIT OF A HILL, 74 FEET WEST OF THE
 PL0034'CENTERLINE OF THE HIGHWAY, 1.5 FEET EAST OF A WIRE FENCE, AND
 PL0034'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 81 1934
 PL0034'AND SET IN THE TOP OF A CONCRETE POST.
 PL0034
 PL0034                          STATION RECOVERY (2001)
 PL0034
 PL0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0086 ***********************************************************************
 PK0086  DESIGNATION -  C 82
 PK0086  PID         -  PK0086
 PK0086  STATE/COUNTY-  MI/IOSCO
 PK0086  COUNTRY     -  US
 PK0086  USGS QUAD   -  HALE SE (2017)
 PK0086
 PK0086                         *CURRENT SURVEY CONTROL
 PK0086  ______________________________________________________________________
 PK0086* NAD 83(1986) POSITION- 44 16 02.     (N) 083 48 11.     (W)   SCALED
 PK0086* NAVD 88 ORTHO HEIGHT -   236.046 (meters)      774.43  (feet) ADJUSTED
 PK0086  ______________________________________________________________________
 PK0086  GEOID HEIGHT    -        -35.177 (meters)                     GEOID18
 PK0086  DYNAMIC HEIGHT  -        236.011 (meters)      774.31  (feet) COMP
 PK0086  MODELED GRAVITY -    980,467.2   (mgal)                       NAVD 88
 PK0086
 PK0086  VERT ORDER      -  SECOND    CLASS 0
 PK0086
 PK0086.The horizontal coordinates were scaled from a map and have
 PK0086.an estimated accuracy of +/- 6 seconds.
 PK0086
 PK0086.The orthometric height was determined by differential leveling and
 PK0086.adjusted by the NATIONAL GEODETIC SURVEY
 PK0086.in June 1991.
 PK0086
 PK0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0086.GEOID18 height accuracy estimate available here.
 PK0086
 PK0086.Click photographs - Photos may exist for this station.
 PK0086
 PK0086.The dynamic height is computed by dividing the NAVD 88
 PK0086.geopotential number by the normal gravity value computed on the
 PK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0086.degrees latitude (g = 980.6199 gals.).
 PK0086
 PK0086.The modeled gravity was interpolated from observed gravity values.
 PK0086
 PK0086;                    North         East    Units  Estimated Accuracy
 PK0086;SPC MI C     -   105,780.    6,045,000.      MT  (+/- 180 meters Scaled)
 PK0086
 PK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK762053(NAD 83)
 PK0086
 PK0086                          SUPERSEDED SURVEY CONTROL
 PK0086
 PK0086  NGVD 29 (??/??/92)  236.221  (m)          775.00   (f) ADJ UNCH    2 0
 PK0086
 PK0086.Superseded values are not recommended for survey control.
 PK0086
 PK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0086.See file dsdata.pdf to determine how the superseded data were derived.
 PK0086
 PK0086_MARKER: DB = BENCH MARK DISK
 PK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0086_STAMPING: C 82 1934
 PK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0086+STABILITY: SURFACE MOTION
 PK0086
 PK0086  HISTORY     - Date     Condition        Report By
 PK0086  HISTORY     - 1934     MONUMENTED       CGS
 PK0086  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0086
 PK0086                          STATION DESCRIPTION
 PK0086
 PK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0086'2.4 MI N FROM WHITTEMORE.
 PK0086'2.4 MILES NORTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 PK0086'WHITTEMORE, IOSCO COUNTY, 0.5 MILE SOUTH OF THE INTERSECTION
 PK0086'WITH STATE HIGHWAY 55, 0.4 MILE NORTH OF THE STEEL BRIDGE OVER
 PK0086'AU GRES RIVER, 104 FEET NORTH OF THE DRIVEWAY OF ARTHUR COUSINO,
 PK0086'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF
 PK0086'A BARBED WIRE FENCE, AND LEVEL WITH THE ROADWAY.  A STANDARD
 PK0086'DISK, STAMPED C 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0086
 PK0086                          STATION RECOVERY (1965)
 PK0086
 PK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0040 ***********************************************************************
 PL0040  DESIGNATION -  C 83
 PL0040  PID         -  PL0040
 PL0040  STATE/COUNTY-  MI/OSCODA
 PL0040  COUNTRY     -  US
 PL0040  USGS QUAD   -  FAIRVIEW (2017)
 PL0040
 PL0040                         *CURRENT SURVEY CONTROL
 PL0040  ______________________________________________________________________
 PL0040* NAD 83(1986) POSITION- 44 43 27.     (N) 084 00 08.     (W)   SCALED
 PL0040* NAVD 88 ORTHO HEIGHT -   368.759 (meters)     1209.84  (feet) ADJUSTED
 PL0040  ______________________________________________________________________
 PL0040  GEOID HEIGHT    -        -35.349 (meters)                     GEOID18
 PL0040  DYNAMIC HEIGHT  -        368.716 (meters)     1209.70  (feet) COMP
 PL0040  MODELED GRAVITY -    980,487.8   (mgal)                       NAVD 88
 PL0040
 PL0040  VERT ORDER      -  SECOND    CLASS 0
 PL0040
 PL0040.The horizontal coordinates were scaled from a map and have
 PL0040.an estimated accuracy of +/- 6 seconds.
 PL0040
 PL0040.The orthometric height was determined by differential leveling and
 PL0040.adjusted by the NATIONAL GEODETIC SURVEY
 PL0040.in June 1991.
 PL0040
 PL0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0040.GEOID18 height accuracy estimate available here.
 PL0040
 PL0040.Click photographs - Photos may exist for this station.
 PL0040
 PL0040.The dynamic height is computed by dividing the NAVD 88
 PL0040.geopotential number by the normal gravity value computed on the
 PL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0040.degrees latitude (g = 980.6199 gals.).
 PL0040
 PL0040.The modeled gravity was interpolated from observed gravity values.
 PL0040
 PL0040;                    North         East    Units  Estimated Accuracy
 PL0040;SPC MI C     -   156,470.    6,028,870.      MT  (+/- 180 meters Scaled)
 PL0040
 PL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ374566(NAD 83)
 PL0040
 PL0040                          SUPERSEDED SURVEY CONTROL
 PL0040
 PL0040  NGVD 29 (??/??/92)  368.901  (m)         1210.30   (f) ADJ UNCH    2 0
 PL0040
 PL0040.Superseded values are not recommended for survey control.
 PL0040
 PL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0040.See file dsdata.pdf to determine how the superseded data were derived.
 PL0040
 PL0040_MARKER: DB = BENCH MARK DISK
 PL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0040_STAMPING: C 83 1934
 PL0040_MARK LOGO: CGS
 PL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0040+STABILITY: SURFACE MOTION
 PL0040
 PL0040  HISTORY     - Date     Condition        Report By
 PL0040  HISTORY     - 1934     MONUMENTED       CGS
 PL0040  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0040
 PL0040                          STATION DESCRIPTION
 PL0040
 PL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0040'2.3 MI E FROM FAIRVIEW.
 PL0040'2.3 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PL0040'FAIRVIEW, OSCODA COUNTY, 230 YARDS SOUTHEAST OF A HOUSE WITH A
 PL0040'CONCRETE BLOCK FOUNDATION, 57 FEET NORTH OF A FIVE-PRONGED MAPLE
 PL0040'TREE, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 PL0040'EAST OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 PL0040'STANDARD DISK, STAMPED C 83 1934 AND SET IN THE TOP OF A
 PL0040'CONCRETE POST.
 PL0040
 PL0040                          STATION RECOVERY (2001)
 PL0040
 PL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0034 ***********************************************************************
 OK0034  DESIGNATION -  C 84
 OK0034  PID         -  OK0034
 OK0034  STATE/COUNTY-  MI/GLADWIN
 OK0034  COUNTRY     -  US
 OK0034  USGS QUAD   -  BENTLEY (2017)
 OK0034
 OK0034                         *CURRENT SURVEY CONTROL
 OK0034  ______________________________________________________________________
 OK0034* NAD 83(1986) POSITION- 43 54 08.     (N) 084 10 33.     (W)   SCALED
 OK0034* NAVD 88 ORTHO HEIGHT -   223.321 (meters)      732.68  (feet) ADJUSTED
 OK0034  ______________________________________________________________________
 OK0034  GEOID HEIGHT    -        -34.737 (meters)                     GEOID18
 OK0034  DYNAMIC HEIGHT  -        223.281 (meters)      732.55  (feet) COMP
 OK0034  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 OK0034
 OK0034  VERT ORDER      -  SECOND    CLASS 0
 OK0034
 OK0034.The horizontal coordinates were scaled from a map and have
 OK0034.an estimated accuracy of +/- 6 seconds.
 OK0034
 OK0034.The orthometric height was determined by differential leveling and
 OK0034.adjusted by the NATIONAL GEODETIC SURVEY
 OK0034.in June 1991.
 OK0034
 OK0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0034.GEOID18 height accuracy estimate available here.
 OK0034
 OK0034.Click photographs - Photos may exist for this station.
 OK0034
 OK0034.The dynamic height is computed by dividing the NAVD 88
 OK0034.geopotential number by the normal gravity value computed on the
 OK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0034.degrees latitude (g = 980.6199 gals.).
 OK0034
 OK0034.The modeled gravity was interpolated from observed gravity values.
 OK0034
 OK0034;                    North         East    Units  Estimated Accuracy
 OK0034;SPC MI C     -    65,090.    6,015,330.      MT  (+/- 180 meters Scaled)
 OK0034
 OK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP268648(NAD 83)
 OK0034
 OK0034                          SUPERSEDED SURVEY CONTROL
 OK0034
 OK0034  NGVD 29 (??/??/92)  223.491  (m)          733.24   (f) ADJ UNCH    2 0
 OK0034
 OK0034.Superseded values are not recommended for survey control.
 OK0034
 OK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0034.See file dsdata.pdf to determine how the superseded data were derived.
 OK0034
 OK0034_MARKER: DB = BENCH MARK DISK
 OK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0034_STAMPING: C 84 1934
 OK0034_MARK LOGO: CGS
 OK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0034+STABILITY: SURFACE MOTION
 OK0034
 OK0034  HISTORY     - Date     Condition        Report By
 OK0034  HISTORY     - 1934     MONUMENTED       CGS
 OK0034  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0034
 OK0034                          STATION DESCRIPTION
 OK0034
 OK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0034'AT RHODES.
 OK0034'AT RHODES, GLADWIN COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OK0034'AT A DIRT-ROAD CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE
 OK0034'ROAD, 28 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTHEAST OF A
 OK0034'CORNER FENCE POST, AND LEVEL WITH THE TOP OF THE RAIL.  A
 OK0034'STANDARD DISK, STAMPED C 84 1934 AND SET IN THE TOP OF A
 OK0034'CONCRETE POST.
 OK0034
 OK0034                          STATION RECOVERY (1998)
 OK0034
 OK0034'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0176 ***********************************************************************
 OK0176  DESIGNATION -  C 85
 OK0176  PID         -  OK0176
 OK0176  STATE/COUNTY-  MI/MONTCALM
 OK0176  COUNTRY     -  US
 OK0176  USGS QUAD   -  VESTABURG (2017)
 OK0176
 OK0176                         *CURRENT SURVEY CONTROL
 OK0176  ______________________________________________________________________
 OK0176* NAD 83(1986) POSITION- 43 24 00.     (N) 084 54 43.     (W)   SCALED
 OK0176* NAVD 88 ORTHO HEIGHT -   276.051 (meters)      905.68  (feet) ADJUSTED
 OK0176  ______________________________________________________________________
 OK0176  GEOID HEIGHT    -        -32.769 (meters)                     GEOID18
 OK0176  DYNAMIC HEIGHT  -        275.999 (meters)      905.51  (feet) COMP
 OK0176  MODELED GRAVITY -    980,425.2   (mgal)                       NAVD 88
 OK0176
 OK0176  VERT ORDER      -  SECOND    CLASS 0
 OK0176
 OK0176.The horizontal coordinates were scaled from a map and have
 OK0176.an estimated accuracy of +/- 6 seconds.
 OK0176
 OK0176.The orthometric height was determined by differential leveling and
 OK0176.adjusted by the NATIONAL GEODETIC SURVEY
 OK0176.in June 1991.
 OK0176
 OK0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0176.GEOID18 height accuracy estimate available here.
 OK0176
 OK0176.Click photographs - Photos may exist for this station.
 OK0176
 OK0176.The dynamic height is computed by dividing the NAVD 88
 OK0176.geopotential number by the normal gravity value computed on the
 OK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0176.degrees latitude (g = 980.6199 gals.).
 OK0176
 OK0176.The modeled gravity was interpolated from observed gravity values.
 OK0176
 OK0176;                    North         East    Units  Estimated Accuracy
 OK0176;SPC MI S     -   211,200.    3,955,830.      MT  (+/- 180 meters Scaled)
 OK0176
 OK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP690073(NAD 83)
 OK0176
 OK0176                          SUPERSEDED SURVEY CONTROL
 OK0176
 OK0176  NGVD 29 (??/??/92)  276.190  (m)          906.13   (f) ADJ UNCH    2 0
 OK0176
 OK0176.Superseded values are not recommended for survey control.
 OK0176
 OK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0176.See file dsdata.pdf to determine how the superseded data were derived.
 OK0176
 OK0176_MARKER: DB = BENCH MARK DISK
 OK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0176_STAMPING: C 85 1934
 OK0176_MARK LOGO: CGS
 OK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0176+STABILITY: SURFACE MOTION
 OK0176
 OK0176  HISTORY     - Date     Condition        Report By
 OK0176  HISTORY     - 1934     MONUMENTED       CGS
 OK0176  HISTORY     - 1963     MARK NOT FOUND   USGS
 OK0176  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0176  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0176
 OK0176                          STATION DESCRIPTION
 OK0176
 OK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0176'AT VESTABURG.
 OK0176'AT VESTABURG, 60 YARDS WEST OF THE WEST END OF THE C AND O RY.
 OK0176'STATION, 13 YARDS NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 OK0176'7 YARDS FROM THE SIDETRACK, 2 YARDS WEST OF A POLE, AND LEVEL
 OK0176'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 85 1934
 OK0176'AND SET IN THE TOP OF A CONCRETE POST.
 OK0176
 OK0176                          STATION RECOVERY (1963)
 OK0176
 OK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0176'MARK NOT FOUND.
 OK0176
 OK0176                          STATION RECOVERY (1994)
 OK0176
 OK0176'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0176'MARK NOT FOUND.
 OK0176
 OK0176                          STATION RECOVERY (2001)
 OK0176
 OK0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0088 ***********************************************************************
 OK0088  DESIGNATION -  C 86
 OK0088  PID         -  OK0088
 OK0088  STATE/COUNTY-  MI/SAGINAW
 OK0088  COUNTRY     -  US
 OK0088  USGS QUAD   -  SHIELDS (2017)
 OK0088
 OK0088                         *CURRENT SURVEY CONTROL
 OK0088  ______________________________________________________________________
 OK0088* NAD 83(1986) POSITION- 43 24 28.94   (N) 084 00 53.94   (W)   HD_HELD1
 OK0088* NAVD 88 ORTHO HEIGHT -   182.229 (meters)      597.86  (feet) ADJUSTED
 OK0088  ______________________________________________________________________
 OK0088  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 OK0088  DYNAMIC HEIGHT  -        182.191 (meters)      597.74  (feet) COMP
 OK0088  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 OK0088
 OK0088  VERT ORDER      -  SECOND    CLASS 0
 OK0088
 OK0088.The horizontal coordinates were determined by differentially corrected
 OK0088.hand held GPS observations or other comparable positioning techniques
 OK0088.and have an estimated accuracy of +/- 3 meters.
 OK0088
 OK0088.The orthometric height was determined by differential leveling and
 OK0088.adjusted by the NATIONAL GEODETIC SURVEY
 OK0088.in June 1991.
 OK0088
 OK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0088.GEOID18 height accuracy estimate available here.
 OK0088
 OK0088.Click photographs - Photos may exist for this station.
 OK0088
 OK0088.The dynamic height is computed by dividing the NAVD 88
 OK0088.geopotential number by the normal gravity value computed on the
 OK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0088.degrees latitude (g = 980.6199 gals.).
 OK0088
 OK0088.The modeled gravity was interpolated from observed gravity values.
 OK0088
 OK0088;                    North         East    Units  Estimated Accuracy
 OK0088;SPC MI S     -   212,004.4   4,028,484.6     MT  (+/- 3 meters HH1 GPS) 
 OK0088
 OK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4169310456(NAD 83)
 OK0088
 OK0088                          SUPERSEDED SURVEY CONTROL
 OK0088
 OK0088  NGVD 29 (??/??/92)  182.414  (m)          598.47   (f) ADJ UNCH    2 0
 OK0088
 OK0088.Superseded values are not recommended for survey control.
 OK0088
 OK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0088.See file dsdata.pdf to determine how the superseded data were derived.
 OK0088
 OK0088_MARKER: DB = BENCH MARK DISK
 OK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0088_STAMPING: C 86 1934
 OK0088_MARK LOGO: CGS
 OK0088_PROJECTION: PROJECTING 7 CENTIMETERS
 OK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0088+STABILITY: SURFACE MOTION
 OK0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0088+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 OK0088
 OK0088  HISTORY     - Date     Condition        Report By
 OK0088  HISTORY     - 1934     MONUMENTED       CGS
 OK0088  HISTORY     - 1966     GOOD             USGS
 OK0088  HISTORY     - 19940607 GOOD             USPSQD
 OK0088  HISTORY     - 20010808 GOOD             NGS
 OK0088  HISTORY     - 20180730 GOOD             SPICE
 OK0088  HISTORY     - 20250722 GOOD             MIDT
 OK0088
 OK0088                          STATION DESCRIPTION
 OK0088
 OK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0088'1.5 MI E FROM PAINES.
 OK0088'1.5 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0088'STATION AT PAINES, SAGINAW COUNTY, 0.1 MILE EAST OF MILEPOST
 OK0088'J 97, 63 FEET WEST OF THE CENTERLINE OF A CONCRETE HIGHWAY,
 OK0088'26 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN THE TOP
 OK0088'OF RAIL.  A STANDARD DISK, STAMPED C 86 1934 AND SET IN THE TOP
 OK0088'OF A CONCRETE POST.
 OK0088
 OK0088                          STATION RECOVERY (1966)
 OK0088
 OK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0088'RECOVERED IN GOOD CONDITION.
 OK0088
 OK0088                          STATION RECOVERY (1994)
 OK0088
 OK0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0088'RECOVERED IN GOOD CONDITION.
 OK0088
 OK0088                          STATION RECOVERY (2001)
 OK0088
 OK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0088
 OK0088                          STATION RECOVERY (2018)
 OK0088
 OK0088'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2018 (ESB)
 OK0088'RECOVERED IN GOOD CONDITION.
 OK0088
 OK0088                          STATION RECOVERY (2025)
 OK0088
 OK0088'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0088'SURFACE CONCRETE OF DISK IS CHIPPED.  DISK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0210 ***********************************************************************
 PL0210  DESIGNATION -  C 87
 PL0210  PID         -  PL0210
 PL0210  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0210  COUNTRY     -  US
 PL0210  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0210
 PL0210                         *CURRENT SURVEY CONTROL
 PL0210  ______________________________________________________________________
 PL0210* NAD 83(1986) POSITION- 44 46 22.     (N) 085 26 39.     (W)   SCALED
 PL0210* NAVD 88 ORTHO HEIGHT -   220.016 (meters)      721.84  (feet) ADJUSTED
 PL0210  ______________________________________________________________________
 PL0210  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 PL0210  DYNAMIC HEIGHT  -        219.999 (meters)      721.78  (feet) COMP
 PL0210  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 PL0210
 PL0210  VERT ORDER      -  SECOND    CLASS 0
 PL0210
 PL0210.The horizontal coordinates were scaled from a map and have
 PL0210.an estimated accuracy of +/- 6 seconds.
 PL0210
 PL0210.The orthometric height was determined by differential leveling and
 PL0210.adjusted by the NATIONAL GEODETIC SURVEY
 PL0210.in June 1991.
 PL0210
 PL0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0210.GEOID18 height accuracy estimate available here.
 PL0210
 PL0210.Click photographs - Photos may exist for this station.
 PL0210
 PL0210.The dynamic height is computed by dividing the NAVD 88
 PL0210.geopotential number by the normal gravity value computed on the
 PL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0210.degrees latitude (g = 980.6199 gals.).
 PL0210
 PL0210.The modeled gravity was interpolated from observed gravity values.
 PL0210
 PL0210;                    North         East    Units  Estimated Accuracy
 PL0210;SPC MI C     -   162,370.    5,914,720.      MT  (+/- 180 meters Scaled)
 PL0210
 PL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ231588(NAD 83)
 PL0210
 PL0210                          SUPERSEDED SURVEY CONTROL
 PL0210
 PL0210  NGVD 29 (??/??/92)  220.111  (m)          722.15   (f) ADJ UNCH    2 0
 PL0210
 PL0210.Superseded values are not recommended for survey control.
 PL0210
 PL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0210.See file dsdata.pdf to determine how the superseded data were derived.
 PL0210
 PL0210_MARKER: DB = BENCH MARK DISK
 PL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0210_STAMPING: C 87 1934
 PL0210_MARK LOGO: CGS
 PL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0210+STABILITY: SURFACE MOTION
 PL0210
 PL0210  HISTORY     - Date     Condition        Report By
 PL0210  HISTORY     - 1934     MONUMENTED       CGS
 PL0210  HISTORY     - 1981     MARK NOT FOUND   USGS
 PL0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0210  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0210
 PL0210                          STATION DESCRIPTION
 PL0210
 PL0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0210'1.9 MI W FROM WILLIAMSBURG.
 PL0210'1.9 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0210'STATION AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, AT BATES, 27
 PL0210'FEET NORTHEAST OF THE STATION SIGN, AT A COUNTY-ROAD CROSSING,
 PL0210'33 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 27 FEET EAST
 PL0210'OF THE EAST RAIL, AND 7.5 FEET SOUTH OF TELEPHONE POLE 95.  A
 PL0210'STANDARD DISK, STAMPED C 87 1934 AND SET IN THE TOP OF A CONCRETE
 PL0210'POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0210
 PL0210                          STATION RECOVERY (1981)
 PL0210
 PL0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PL0210'MARK NOT FOUND.
 PL0210
 PL0210                          STATION RECOVERY (1984)
 PL0210
 PL0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0210'NOT RECOVERED, PROBABLY GRADED OUT.
 PL0210
 PL0210                          STATION RECOVERY (2002)
 PL0210
 PL0210'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0327 ***********************************************************************
 QK0327  DESIGNATION -  C 88
 QK0327  PID         -  QK0327
 QK0327  STATE/COUNTY-  MI/LEELANAU
 QK0327  COUNTRY     -  US
 QK0327  USGS QUAD   -  GILLS PIER (2017)
 QK0327
 QK0327                         *CURRENT SURVEY CONTROL
 QK0327  ______________________________________________________________________
 QK0327* NAD 83(1986) POSITION- 45 03 50.78   (N) 085 41 40.44   (W)   HD_HELD1
 QK0327* NAVD 88 ORTHO HEIGHT -   201.621 (meters)      661.48  (feet) ADJUSTED
 QK0327  ______________________________________________________________________
 QK0327  GEOID HEIGHT    -        -35.460 (meters)                     GEOID18
 QK0327  DYNAMIC HEIGHT  -        201.608 (meters)      661.44  (feet) COMP
 QK0327  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QK0327
 QK0327  VERT ORDER      -  SECOND    CLASS 0
 QK0327
 QK0327.The horizontal coordinates were determined by differentially corrected
 QK0327.hand held GPS observations or other comparable positioning techniques
 QK0327.and have an estimated accuracy of +/- 3 meters.
 QK0327
 QK0327.The orthometric height was determined by differential leveling and
 QK0327.adjusted by the NATIONAL GEODETIC SURVEY
 QK0327.in June 1991.
 QK0327
 QK0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0327.GEOID18 height accuracy estimate available here.
 QK0327
 QK0327.Click photographs - Photos may exist for this station.
 QK0327
 QK0327.The dynamic height is computed by dividing the NAVD 88
 QK0327.geopotential number by the normal gravity value computed on the
 QK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0327.degrees latitude (g = 980.6199 gals.).
 QK0327
 QK0327.The modeled gravity was interpolated from observed gravity values.
 QK0327
 QK0327;                    North         East    Units  Estimated Accuracy
 QK0327;SPC MI C     -   195,031.5   5,895,429.7     MT  (+/- 3 meters HH1 GPS) 
 QK0327
 QK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0277390900(NAD 83)
 QK0327
 QK0327                          SUPERSEDED SURVEY CONTROL
 QK0327
 QK0327  NGVD 29 (??/??/92)  201.728  (m)          661.84   (f) ADJ UNCH    2 0
 QK0327
 QK0327.Superseded values are not recommended for survey control.
 QK0327
 QK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0327.See file dsdata.pdf to determine how the superseded data were derived.
 QK0327
 QK0327_MARKER: DB = BENCH MARK DISK
 QK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0327_STAMPING: C 88 1934
 QK0327_MARK LOGO: CGS
 QK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0327+STABILITY: SURFACE MOTION
 QK0327
 QK0327  HISTORY     - Date     Condition        Report By
 QK0327  HISTORY     - 1934     MONUMENTED       CGS
 QK0327  HISTORY     - 1954     POOR             CGS
 QK0327  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 QK0327
 QK0327                          STATION DESCRIPTION
 QK0327
 QK0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QK0327'6.4 MI SW FROM NORTHPORT.
 QK0327'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT,
 QK0327'LEELANAU COUNTY, 4.9 MILES NORTH OF LELAND, 200 YARDS NORTH
 QK0327'OF THE HOME OF WENCIL KOVARIK IN 1934, 20 YARDS NORTH OF A
 QK0327'CONCRETE CULVERT, 11 YARDS SOUTH OF THE ENTRANCE GATE TO A FIELD,
 QK0327'7 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 YARD WEST
 QK0327'OF A WIRE FENCE.  A STANDARD DISK, STAMPED C 88 1934 AND SET
 QK0327'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0327'NOTE-- CORNER HAS CHIPPED FROM POST BUT VERTICAL CONTROL APPEARS
 QK0327'TO BE GOOD.
 QK0327
 QK0327                          STATION RECOVERY (2004)
 QK0327
 QK0327'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0109 ***********************************************************************
 PL0109  DESIGNATION -  C 91
 PL0109  PID         -  PL0109
 PL0109  STATE/COUNTY-  MI/ROSCOMMON
 PL0109  COUNTRY     -  US
 PL0109  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0109
 PL0109                         *CURRENT SURVEY CONTROL
 PL0109  ______________________________________________________________________
 PL0109* NAD 83(1986) POSITION- 44 15 00.4    (N) 084 47 32.2    (W)   HD_HELD2
 PL0109* NAVD 88 ORTHO HEIGHT -   341.048 (meters)     1118.92  (feet) ADJUSTED
 PL0109  ______________________________________________________________________
 PL0109  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 PL0109  DYNAMIC HEIGHT  -        340.992 (meters)     1118.74  (feet) COMP
 PL0109  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PL0109
 PL0109  VERT ORDER      -  FIRST     CLASS II
 PL0109
 PL0109.The horizontal coordinates were established by autonomous hand held GPS
 PL0109.observations and have an estimated accuracy of +/- 10 meters.
 PL0109
 PL0109.The orthometric height was determined by differential leveling and
 PL0109.adjusted by the NATIONAL GEODETIC SURVEY
 PL0109.in April 2012.
 PL0109
 PL0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0109.GEOID18 height accuracy estimate available here.
 PL0109
 PL0109.Click photographs - Photos may exist for this station.
 PL0109
 PL0109.The dynamic height is computed by dividing the NAVD 88
 PL0109.geopotential number by the normal gravity value computed on the
 PL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0109.degrees latitude (g = 980.6199 gals.).
 PL0109
 PL0109.The modeled gravity was interpolated from observed gravity values.
 PL0109
 PL0109;                    North         East    Units  Estimated Accuracy
 PL0109;SPC MI C     -   103,815.    5,966,008.      MT  (+/- 10 meters HH2 GPS)
 PL0109
 PL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7625802022(NAD 83)
 PL0109
 PL0109                          SUPERSEDED SURVEY CONTROL
 PL0109
 PL0109  NAVD 88 (06/15/91)  340.999  (m)         1118.76   (f) SUPERSEDED  2 0
 PL0109  NGVD 29 (??/??/92)  341.124  (m)         1119.17   (f) ADJ UNCH    2 0
 PL0109
 PL0109.Superseded values are not recommended for survey control.
 PL0109
 PL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0109.See file dsdata.pdf to determine how the superseded data were derived.
 PL0109
 PL0109_MARKER: DB = BENCH MARK DISK
 PL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0109_STAMPING: C 91 1934
 PL0109_MARK LOGO: CGS
 PL0109_PROJECTION: PROJECTING 18 CENTIMETERS
 PL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0109+STABILITY: SURFACE MOTION
 PL0109
 PL0109  HISTORY     - Date     Condition        Report By
 PL0109  HISTORY     - 1934     MONUMENTED       CGS
 PL0109  HISTORY     - 1976     POOR             NGS
 PL0109  HISTORY     - 20090429 GOOD             MIDT
 PL0109  HISTORY     - 20090527 GOOD             MIDT
 PL0109
 PL0109                          STATION DESCRIPTION
 PL0109
 PL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0109'5.6 MI S FROM HOUGHTON LAKE.
 PL0109'5.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0109'HOUGHTON LAKE, ROSCOMMON COUNTY, 110 YARDS SOUTH OF THE FRIENDLY
 PL0109'INN, 30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 PL0109'EDGE OF A FENCE, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD
 PL0109'DISK, STAMPED C 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0109
 PL0109                          STATION RECOVERY (1976)
 PL0109
 PL0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0109'0.45 MILES EAST ON SNOW BOWL ROAD FROM ITS JUNCTION WITH US HIGHWAY
 PL0109'27, THEN SOUTH ON GRAVEL ROAD FOR 1.4 MILES TO MARK ON RIGHT, 28 FEET
 PL0109'WEST OF THE CENTER OF THE ROAD, 8.5 FEET NORTH OF LAST POWER POLE ON
 PL0109'WEST SIDE OF ROAD, 3 FEET NORTH OF WITNESS SIGN AND IN FENCE LINE.
 PL0109'MARK IS TILTED SOME.
 PL0109
 PL0109                          STATION RECOVERY (2009)
 PL0109
 PL0109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 PL0109'RECOVERED IN GOOD CONDITION.
 PL0109'
 PL0109'NOTE-THE NAME OF THE GRAVEL ROAD WHERE THE MARK IS LOCATED IS
 PL0109'DEADSTREAM ROAD SOUTH.  THE POWER POLE REFERENCED IS NO LONGER THE
 PL0109'LAST POLE ON THE WEST SIDE OF THE ROAD.  ALSO THE MARK IS LOCATED 0.1
 PL0109'MI (0.2 KM) SOUTH OF DRIVE FOR ADDRESS 5768 DEADSTREAM ROAD SOUTH.
 PL0109
 PL0109                          STATION RECOVERY (2009)
 PL0109
 PL0109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 PL0109'RECOVERY NOTE, GRAVEL ROAD NAME WHERE MARK IS LOCATED IS DEADSTREAM
 PL0109'ROAD SOUTH. THE POWER POLE REFERENCE IS NO LONGER THE LAST POLE ON THE
 PL0109'WEST SIDE OF THE ROAD. ADDITIONAL NOTE 0.10 MILES SOUTH OF DRIVE FOR
 PL0109'ADDRESS 5768 DEADSTREAM ROAD SOUTH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0217 ***********************************************************************
 OK0217  DESIGNATION -  C 92
 OK0217  PID         -  OK0217
 OK0217  STATE/COUNTY-  MI/CLARE
 OK0217  COUNTRY     -  US
 OK0217  USGS QUAD   -  WOODS (2017)
 OK0217
 OK0217                         *CURRENT SURVEY CONTROL
 OK0217  ______________________________________________________________________
 OK0217* NAD 83(1986) POSITION- 43 50 06.     (N) 084 57 00.     (W)   SCALED
 OK0217* NAVD 88 ORTHO HEIGHT -   308.131 (meters)     1010.93  (feet) ADJUSTED
 OK0217  ______________________________________________________________________
 OK0217  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 OK0217  DYNAMIC HEIGHT  -        308.078 (meters)     1010.75  (feet) COMP
 OK0217  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 OK0217
 OK0217  VERT ORDER      -  SECOND    CLASS 0
 OK0217
 OK0217.The horizontal coordinates were scaled from a map and have
 OK0217.an estimated accuracy of +/- 6 seconds.
 OK0217
 OK0217.The orthometric height was determined by differential leveling and
 OK0217.adjusted by the NATIONAL GEODETIC SURVEY
 OK0217.in June 1991.
 OK0217
 OK0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0217.GEOID18 height accuracy estimate available here.
 OK0217
 OK0217.Click photographs - Photos may exist for this station.
 OK0217
 OK0217.The dynamic height is computed by dividing the NAVD 88
 OK0217.geopotential number by the normal gravity value computed on the
 OK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0217.degrees latitude (g = 980.6199 gals.).
 OK0217
 OK0217.The modeled gravity was interpolated from observed gravity values.
 OK0217
 OK0217;                    North         East    Units  Estimated Accuracy
 OK0217;SPC MI C     -    57,770.    5,953,080.      MT  (+/- 180 meters Scaled)
 OK0217
 OK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP648555(NAD 83)
 OK0217
 OK0217                          SUPERSEDED SURVEY CONTROL
 OK0217
 OK0217  NGVD 29 (??/??/92)  308.248  (m)         1011.31   (f) ADJ UNCH    2 0
 OK0217
 OK0217.Superseded values are not recommended for survey control.
 OK0217
 OK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0217.See file dsdata.pdf to determine how the superseded data were derived.
 OK0217
 OK0217_MARKER: DB = BENCH MARK DISK
 OK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0217_STAMPING: C 92 1934
 OK0217_MARK LOGO: CGS
 OK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0217+STABILITY: SURFACE MOTION
 OK0217
 OK0217  HISTORY     - Date     Condition        Report By
 OK0217  HISTORY     - 1934     MONUMENTED       CGS
 OK0217  HISTORY     - 1958     GOOD             CGS
 OK0217  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0217  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0217
 OK0217                          STATION DESCRIPTION
 OK0217
 OK0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OK0217'3.1 MI E FROM LAKE.
 OK0217'3.1 MILES EAST ALONG THE CHESAPEAKE AND OHIO RY. FROM THE STATION
 OK0217'AT LAKE, AT A ROAD CROSSING, 38 FEET SOUTH OF THE SOUTH RAIL,
 OK0217'26.2 FEET EAST OF THE CENTERLINE OF THE ROAD, 6.3 FEET SOUTH OF
 OK0217'POLE 2225, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OK0217'DISK, STAMPED C 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0217
 OK0217                          STATION RECOVERY (1979)
 OK0217
 OK0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0217'MARK NOT FOUND.
 OK0217
 OK0217                          STATION RECOVERY (2001)
 OK0217
 OK0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0038 ***********************************************************************
 OK0038  DESIGNATION -  C 93
 OK0038  PID         -  OK0038
 OK0038  STATE/COUNTY-  MI/GLADWIN
 OK0038  COUNTRY     -  US
 OK0038  USGS QUAD   -  WOODEN SHOE VILLAGE (2017)
 OK0038
 OK0038                         *CURRENT SURVEY CONTROL
 OK0038  ______________________________________________________________________
 OK0038* NAD 83(1986) POSITION- 43 58 52.     (N) 084 21 59.     (W)   SCALED
 OK0038* NAVD 88 ORTHO HEIGHT -   221.118 (meters)      725.45  (feet) ADJUSTED
 OK0038  ______________________________________________________________________
 OK0038  GEOID HEIGHT    -        -34.573 (meters)                     GEOID18
 OK0038  DYNAMIC HEIGHT  -        221.080 (meters)      725.33  (feet) COMP
 OK0038  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 OK0038
 OK0038  VERT ORDER      -  SECOND    CLASS 0
 OK0038
 OK0038.The horizontal coordinates were scaled from a map and have
 OK0038.an estimated accuracy of +/- 6 seconds.
 OK0038
 OK0038.The orthometric height was determined by differential leveling and
 OK0038.adjusted by the NATIONAL GEODETIC SURVEY
 OK0038.in June 1991.
 OK0038
 OK0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0038.GEOID18 height accuracy estimate available here.
 OK0038
 OK0038.Click photographs - Photos may exist for this station.
 OK0038
 OK0038.The dynamic height is computed by dividing the NAVD 88
 OK0038.geopotential number by the normal gravity value computed on the
 OK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0038.degrees latitude (g = 980.6199 gals.).
 OK0038
 OK0038.The modeled gravity was interpolated from observed gravity values.
 OK0038
 OK0038;                    North         East    Units  Estimated Accuracy
 OK0038;SPC MI C     -    73,840.    6,000,020.      MT  (+/- 180 meters Scaled)
 OK0038
 OK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP112731(NAD 83)
 OK0038
 OK0038                          SUPERSEDED SURVEY CONTROL
 OK0038
 OK0038  NGVD 29 (??/??/92)  221.279  (m)          725.98   (f) ADJ UNCH    2 0
 OK0038
 OK0038.Superseded values are not recommended for survey control.
 OK0038
 OK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0038.See file dsdata.pdf to determine how the superseded data were derived.
 OK0038
 OK0038_MARKER: DB = BENCH MARK DISK
 OK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0038_STAMPING: C 93 1934
 OK0038_MARK LOGO: CGS
 OK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0038+STABILITY: SURFACE MOTION
 OK0038
 OK0038  HISTORY     - Date     Condition        Report By
 OK0038  HISTORY     - 1934     MONUMENTED       CGS
 OK0038  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0038
 OK0038                          STATION DESCRIPTION
 OK0038
 OK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0038'6 MI E FROM GLADWIN.
 OK0038'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0038'GLADWIN, GLADWIN COUNTY, 100 YARDS NORTH OF THE INTERSECTION
 OK0038'OF STATE HIGHWAY 30, 80 YARDS NORTH OF THE NORTH SIDE OF LEOS
 OK0038'PLACE, 33 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 30, AT
 OK0038'A FENCE CORNER, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK,
 OK0038'STAMPED C 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0038
 OK0038                          STATION RECOVERY (1998)
 OK0038
 OK0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0426 ***********************************************************************
 OK0426  DESIGNATION -  C 94
 OK0426  PID         -  OK0426
 OK0426  STATE/COUNTY-  MI/LAKE
 OK0426  COUNTRY     -  US
 OK0426  USGS QUAD   -  TOWNSEND LAKE (2017)
 OK0426
 OK0426                         *CURRENT SURVEY CONTROL
 OK0426  ______________________________________________________________________
 OK0426* NAD 83(1986) POSITION- 43 53 55.     (N) 085 54 03.     (W)   SCALED
 OK0426* NAVD 88 ORTHO HEIGHT -   250.484 (meters)      821.80  (feet) ADJUSTED
 OK0426  ______________________________________________________________________
 OK0426  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 OK0426  DYNAMIC HEIGHT  -        250.440 (meters)      821.65  (feet) COMP
 OK0426  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 OK0426
 OK0426  VERT ORDER      -  FIRST     CLASS II
 OK0426
 OK0426.The horizontal coordinates were scaled from a map and have
 OK0426.an estimated accuracy of +/- 6 seconds.
 OK0426
 OK0426.The orthometric height was determined by differential leveling and
 OK0426.adjusted by the NATIONAL GEODETIC SURVEY
 OK0426.in June 1991.
 OK0426
 OK0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0426.GEOID18 height accuracy estimate available here.
 OK0426
 OK0426.Click photographs - Photos may exist for this station.
 OK0426
 OK0426.The dynamic height is computed by dividing the NAVD 88
 OK0426.geopotential number by the normal gravity value computed on the
 OK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0426.degrees latitude (g = 980.6199 gals.).
 OK0426
 OK0426.The modeled gravity was interpolated from observed gravity values.
 OK0426
 OK0426;                    North         East    Units  Estimated Accuracy
 OK0426;SPC MI C     -    65,830.    5,876,740.      MT  (+/- 180 meters Scaled)
 OK0426
 OK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP882611(NAD 83)
 OK0426
 OK0426                          SUPERSEDED SURVEY CONTROL
 OK0426
 OK0426  NGVD 29 (??/??/92)  250.58   (m)          822.1    (f) COMPUTED    1 2
 OK0426
 OK0426.Superseded values are not recommended for survey control.
 OK0426
 OK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0426.See file dsdata.pdf to determine how the superseded data were derived.
 OK0426
 OK0426_MARKER: DB = BENCH MARK DISK
 OK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0426_STAMPING: C 94 1934
 OK0426_MARK LOGO: CGS
 OK0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0426+STABILITY: SURFACE MOTION
 OK0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0426+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 OK0426
 OK0426  HISTORY     - Date     Condition        Report By
 OK0426  HISTORY     - 1934     MONUMENTED       CGS
 OK0426  HISTORY     - 1982     GOOD             USGS
 OK0426  HISTORY     - 19921110 GOOD             NGS
 OK0426  HISTORY     - 19990930 GOOD             USPSQD
 OK0426  HISTORY     - 20041014 GOOD             USPSQD
 OK0426
 OK0426                          STATION DESCRIPTION
 OK0426
 OK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0426'2 MI W FROM BALDWIN.
 OK0426'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0426'STATION AT BALDWIN, LAKE COUNTY, 63 FEET WEST OF TELEPHONE POLE
 OK0426'4121, AT A WOOD-ROAD CROSSING, 43.7 FEET SOUTH OF THE SOUTH RAIL,
 OK0426'24 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 OK0426'FENCE, AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0426'STAMPED C 94 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0426'PROJECTING 6 INCHES ABOVE GROUND.
 OK0426
 OK0426                          STATION RECOVERY (1982)
 OK0426
 OK0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0426'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION
 OK0426'AT BALWIN, LAKE COUNTY, 49 FEET SOUTH AND 23 FEET EAST OF CENTER LINE
 OK0426'OF ROAD AT CROSSING, 1 FOOT EAST OF 4 X 4 NATIONAL FOREST SERVICE
 OK0426'WITNESS POST, A STANDARD DISK, STAMPED 'C 94 1934' AND SET IN THE TOP
 OK0426'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROND.
 OK0426
 OK0426                          STATION RECOVERY (1992)
 OK0426
 OK0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0426'4.1 KM (2.55 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0426'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 13.6 M (44.6 FT) SOUTH OF THE
 OK0426'NEAR RAIL, 7.5 M (24.6 FT) EAST OF THE CENTER OF JENKS ROAD, 3.2 M
 OK0426'(10.5 FT) NORTHEAST OF UTILITY POLE NUMBER 111 WITH 2 GUY CABLES AND A
 OK0426'TRANSFORMER ATTACHED, 0.3 M (1.0 FT) EAST OF A WITNESS POST, LEVEL
 OK0426'WITH THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OK0426'NOTE--THE MONUMENT HAS BEEN HIT AND THE NORTHEAST CORNER IS MISSING,
 OK0426'BUT IT IS SOLID IN PLACE.  THE C IN THE STAMPING IS BEARLY LIGIBLE.
 OK0426
 OK0426                          STATION RECOVERY (1999)
 OK0426
 OK0426'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0426'RECOVERED IN GOOD CONDITION.
 OK0426
 OK0426                          STATION RECOVERY (2004)
 OK0426
 OK0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVR)
 OK0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0441 ***********************************************************************
 OK0441  DESIGNATION -  C 95
 OK0441  PID         -  OK0441
 OK0441  STATE/COUNTY-  MI/NEWAYGO
 OK0441  COUNTRY     -  US
 OK0441  USGS QUAD   -  MARLBOROUGH (2017)
 OK0441
 OK0441                         *CURRENT SURVEY CONTROL
 OK0441  ______________________________________________________________________
 OK0441* NAD 83(1986) POSITION- 43 48 10.08   (N) 085 50 54.00   (W)   HD_HELD1
 OK0441* NAVD 88 ORTHO HEIGHT -   260.349 (meters)      854.16  (feet) ADJUSTED
 OK0441  ______________________________________________________________________
 OK0441  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 OK0441  DYNAMIC HEIGHT  -        260.303 (meters)      854.01  (feet) COMP
 OK0441  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 OK0441
 OK0441  VERT ORDER      -  SECOND    CLASS 0
 OK0441
 OK0441.The horizontal coordinates were determined by differentially corrected
 OK0441.hand held GPS observations or other comparable positioning techniques
 OK0441.and have an estimated accuracy of +/- 3 meters.
 OK0441
 OK0441.The orthometric height was determined by differential leveling and
 OK0441.adjusted by the NATIONAL GEODETIC SURVEY
 OK0441.in June 1991.
 OK0441
 OK0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0441.GEOID18 height accuracy estimate available here.
 OK0441
 OK0441.Click photographs - Photos may exist for this station.
 OK0441
 OK0441.The dynamic height is computed by dividing the NAVD 88
 OK0441.geopotential number by the normal gravity value computed on the
 OK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0441.degrees latitude (g = 980.6199 gals.).
 OK0441
 OK0441.The modeled gravity was interpolated from observed gravity values.
 OK0441
 OK0441;                    North         East    Units  Estimated Accuracy
 OK0441;SPC MI S     -   256,853.3   3,880,770.2     MT  (+/- 3 meters HH1 GPS) 
 OK0441
 OK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9263950615(NAD 83)
 OK0441
 OK0441                          SUPERSEDED SURVEY CONTROL
 OK0441
 OK0441  NGVD 29 (??/??/92)  260.452  (m)          854.50   (f) ADJ UNCH    2 0
 OK0441
 OK0441.Superseded values are not recommended for survey control.
 OK0441
 OK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0441.See file dsdata.pdf to determine how the superseded data were derived.
 OK0441
 OK0441_MARKER: DB = BENCH MARK DISK
 OK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0441_STAMPING: C 95 1934
 OK0441_MARK LOGO: CGS
 OK0441_PROJECTION: PROJECTING 15 CENTIMETERS
 OK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0441+STABILITY: SURFACE MOTION
 OK0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0441+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 OK0441
 OK0441  HISTORY     - Date     Condition        Report By
 OK0441  HISTORY     - 1934     MONUMENTED       CGS
 OK0441  HISTORY     - 1982     GOOD             USGS
 OK0441  HISTORY     - 1984     GOOD             USPSQD
 OK0441  HISTORY     - 19960527 GOOD             USPSQD
 OK0441  HISTORY     - 20070908 GOOD             GEOCAC
 OK0441  HISTORY     - 20200729 GOOD             MIDT
 OK0441
 OK0441                          STATION DESCRIPTION
 OK0441
 OK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0441'3.8 MI N FROM BITELY.
 OK0441'3.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION
 OK0441'AT BITELY, NEWAYGO COUNTY,12 FEET NORTHEAST OF MILEPOST GR 67,
 OK0441'AT A CURVE, 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 OK0441'37, 35 FEET EAST OF THE EAST RAIL, AND 4 FEET LOWER THAN THE TOP
 OK0441'OF THE RAIL.  A STANDARD DISK, STAMPED C 95 1934 AND SET IN THE TOP
 OK0441'OF THE RAIL.  A STANDARD DISK, STAMPED C 95 1934 AND SET IN THE
 OK0441'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0441
 OK0441                          STATION RECOVERY (1982)
 OK0441
 OK0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0441'3.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0441'STATION AT BITELY, NEWAYGO COUNTY, 33 FEET EAST NORTHEAST OF MILEPOST
 OK0441'GR 67, 194 FEET SOUTH AND 40 FEET WEST OF LONG DRIVE EAST. A STANDARD
 OK0441'DISK, STAMPED 'C 95 1934' AND SET IN THE TOP OF A CONCRETE POST
 OK0441'PROJECTING 4 INCHES ABOVE GROUND.
 OK0441
 OK0441                          STATION RECOVERY (1984)
 OK0441
 OK0441'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0441'BENCH MARK ONE FOOT SOUTH OF NEW UNPAINTED WITNESS POST WITH WARNING
 OK0441'NOTICE. RAIL WITH DISK NOT OBSERVED.
 OK0441
 OK0441                          STATION RECOVERY (1996)
 OK0441
 OK0441'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0441'RECOVERED IN GOOD CONDITION.
 OK0441
 OK0441                          STATION RECOVERY (2007)
 OK0441
 OK0441'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0441'RECOVERED IN GOOD CONDITION.
 OK0441
 OK0441                          STATION RECOVERY (2020)
 OK0441
 OK0441'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0441'THE MARK IS 2 FT (0.6 M) SOUTH OF AN UNDERGROUND CABLE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0471 ***********************************************************************
 OK0471  DESIGNATION -  C 96
 OK0471  PID         -  OK0471
 OK0471  STATE/COUNTY-  MI/NEWAYGO
 OK0471  COUNTRY     -  US
 OK0471  USGS QUAD   -  WHITE CLOUD (2017)
 OK0471
 OK0471                         *CURRENT SURVEY CONTROL
 OK0471  ______________________________________________________________________
 OK0471* NAD 83(2011) POSITION- 43 30 36.31963(N) 085 52 23.10882(W)   ADJUSTED
 OK0471* NAD 83(2011) ELLIP HT-   234.296 (meters)        (06/27/12)   ADJUSTED
 OK0471* NAD 83(2011) EPOCH   -  2010.00
 OK0471* NAVD 88 ORTHO HEIGHT -   268.125 (meters)      879.67  (feet) ADJUSTED
 OK0471  ______________________________________________________________________
 OK0471  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 OK0471  NAD 83(2011) X  -    333,439.281 (meters)                     COMP
 OK0471  NAD 83(2011) Y  - -4,621,276.898 (meters)                     COMP
 OK0471  NAD 83(2011) Z  -  4,368,936.071 (meters)                     COMP
 OK0471  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC18
 OK0471  DYNAMIC HEIGHT  -        268.069 (meters)      879.49  (feet) COMP
 OK0471  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 OK0471
 OK0471  VERT ORDER      -  SECOND    CLASS 0
 OK0471
 OK0471  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0471  Standards:
 OK0471         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0471            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0471  -------------------------------------------------------------------
 OK0471  NETWORK    5.02   9.25           2.06   2.04   4.72      0.15140092
 OK0471  -------------------------------------------------------------------
 OK0471  Click here for local accuracies and other accuracy information.
 OK0471
 OK0471.The horizontal coordinates were established by GPS observations
 OK0471.and adjusted by the National Geodetic Survey in June 2012.
 OK0471
 OK0471.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0471.been affixed to the stable North American tectonic plate. See 
 OK0471.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0471
 OK0471.The horizontal coordinates are valid at the epoch date displayed above
 OK0471.which is a decimal equivalence of Year/Month/Day.
 OK0471
 OK0471.The orthometric height was determined by differential leveling and
 OK0471.adjusted by the NATIONAL GEODETIC SURVEY
 OK0471.in June 1991.
 OK0471
 OK0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0471.GEOID18 height accuracy estimate available here.
 OK0471
 OK0471.Click photographs - Photos may exist for this station.
 OK0471
 OK0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0471
 OK0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0471
 OK0471.The ellipsoidal height was determined by GPS observations
 OK0471.and is referenced to NAD 83.
 OK0471
 OK0471.The dynamic height is computed by dividing the NAVD 88
 OK0471.geopotential number by the normal gravity value computed on the
 OK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0471.degrees latitude (g = 980.6199 gals.).
 OK0471
 OK0471.The modeled gravity was interpolated from observed gravity values.
 OK0471
 OK0471. The following values were computed from the NAD 83(2011) position.
 OK0471
 OK0471;                    North         East     Units Scale Factor Converg.
 OK0471;SPC MI S     -   224,372.052 3,878,196.709   MT  0.99996638   -1 01 30.6
 OK0471;SPC MI S     -   736,128.78 12,723,742.48   iFT  0.99996638   -1 01 30.6
 OK0471;UTM  16      - 4,818,078.602   591,089.767   MT  0.99970206   +0 46 33.3
 OK0471
 OK0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0471!SPC MI S     -   0.99996326  x   0.99996638  =   0.99992964
 OK0471!UTM  16      -   0.99996326  x   0.99970206  =   0.99966533
 OK0471
 OK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9108918078(NAD 83)
 OK0471
 OK0471                          SUPERSEDED SURVEY CONTROL
 OK0471
 OK0471  NAD 83(2007)-  43 30 36.32006(N)    085 52 23.11066(W) AD(2002.00) 0
 OK0471  ELLIP H (02/10/07)  234.361  (m)                       GP(2002.00)    
 OK0471  ELLIP H (07/17/02)  234.372  (m)                       GP(       ) 4 1
 OK0471  NAD 83(1994)-  43 30 36.31974(N)    085 52 23.11020(W) AD(       ) 1
 OK0471  ELLIP H (02/03/97)  234.412  (m)                       GP(       ) 4 1
 OK0471  NAD 83(1986)-  43 30 36.32199(N)    085 52 23.12054(W) AD(       ) 1
 OK0471  NAVD 88             268.13   (m)          879.7    (f) LEVELING    3  
 OK0471  NGVD 29 (??/??/92)  268.233  (m)          880.03   (f) ADJ UNCH    2 0
 OK0471
 OK0471.Superseded values are not recommended for survey control.
 OK0471
 OK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0471.See file dsdata.pdf to determine how the superseded data were derived.
 OK0471
 OK0471_MARKER: DB = BENCH MARK DISK
 OK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0471_STAMPING: C 96 1934
 OK0471_MARK LOGO: CGS
 OK0471_PROJECTION: PROJECTING 30 CENTIMETERS
 OK0471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0471+STABILITY: SURFACE MOTION
 OK0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0471+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 OK0471
 OK0471  HISTORY     - Date     Condition        Report By
 OK0471  HISTORY     - 1934     MONUMENTED       CGS
 OK0471  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0471  HISTORY     - 19910530 GOOD             USFS
 OK0471  HISTORY     - 20010303 GOOD             WOOLPT
 OK0471  HISTORY     - 20180529 GOOD             MIDT
 OK0471  HISTORY     - 20230815 GOOD             WILWRK
 OK0471
 OK0471                          STATION DESCRIPTION
 OK0471
 OK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0471'AT WOOSTER.
 OK0471'AT WOOSTER, NEWAYGO COUNTY, ALONG THE CHESAPEAKE AND OHIO RAILWAY,
 OK0471'37 YARDS SOUTHEAST OF A HIGHWAY CULVERT IN A ROAD FORK, 23 FEET
 OK0471'EAST OF THE CENTERLINE OF A GRAVEL ROAD, 16 FEET NORTH OF A
 OK0471'SWITCH, AND 14 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 OK0471'STAMPED C 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0471
 OK0471                          STATION RECOVERY (1979)
 OK0471
 OK0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0471'MARK NOT FOUND.
 OK0471
 OK0471                          STATION RECOVERY (1991)
 OK0471
 OK0471'RECOVERY NOTE BY US FOREST SERVICE 1991
 OK0471'FROM THE INTERSECTION OF M-20 (ALSO KNOWN AS 48TH STREET AND M-82) AND
 OK0471'WARNER AVE. IN FREMONT PROCEED EAST ALONG M-20, 3.0 MI (4.8 KM) TO
 OK0471'BALDWIN AVE. (ALSO KNOWN AS M-20), TURN NORTH AND GO 3.0 MI (4.8 KM)
 OK0471'TO 24TH STREET, TURN EAST AND GO 0.4 MI (0.6 KM) TO STATION ON LEFT,
 OK0471'IN A TRIANGULAR PIECE OF WOODED LAND SURROUNDED BY PAVED ROADS, 25 FT
 OK0471'(7.6 M) NORTH OF THE CENTERLINE OF 24TH STREET, 200 FT (61.0 M) EAST
 OK0471'OF THE INTERSECTION OF A CURVE BEARING NORTHEAST AND 24TH STREET, 657
 OK0471'FT (200.3 M) WEST OF THE INTERSECTION OF 24TH STREET AND WISNER AVE.,
 OK0471'60 FT (18.3 M) WEST OF A GAS PIPE LINE, 1 FT (0.3 M) SOUTH OF A
 OK0471'FIBERGLASS POST, DIRECTLY BENEATH A 220 VOLT ELECTRIC DISTRIBUTION
 OK0471'LINE. MAP POSITION IS NEAR THE SOUTH 1/4 CORNER OF SECTION 16 T13N
 OK0471'R13W. STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET INTO THE TOP
 OK0471'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 OK0471'THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OK0471'DESCRIPTION.
 OK0471
 OK0471                          STATION RECOVERY (2001)
 OK0471
 OK0471'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OK0471'RECOVERED IN GOOD CONDITION.
 OK0471
 OK0471                          STATION RECOVERY (2018)
 OK0471
 OK0471'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 OK0471'RECOVERED IN GOOD CONDITION.
 OK0471
 OK0471                          STATION RECOVERY (2023)
 OK0471
 OK0471'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0471'RECOVERED AS DESCRIBED.  SUITABILITY FOR STATIC GPS IS MARGINAL, BUT
 OK0471'SHOULD BE GOOD FOR REAL-TIME GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0385 ***********************************************************************
 OK0385  DESIGNATION -  C 97
 OK0385  PID         -  OK0385
 OK0385  STATE/COUNTY-  MI/KENT
 OK0385  COUNTRY     -  US
 OK0385  USGS QUAD   -  SPARTA (2017)
 OK0385
 OK0385                         *CURRENT SURVEY CONTROL
 OK0385  ______________________________________________________________________
 OK0385* NAD 83(1986) POSITION- 43 10 04.     (N) 085 42 13.     (W)   SCALED
 OK0385* NAVD 88 ORTHO HEIGHT -   232.553 (meters)      762.97  (feet) ADJUSTED
 OK0385  ______________________________________________________________________
 OK0385  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 OK0385  DYNAMIC HEIGHT  -        232.497 (meters)      762.78  (feet) COMP
 OK0385  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 OK0385
 OK0385  VERT ORDER      -  SECOND    CLASS 0
 OK0385
 OK0385.The horizontal coordinates were scaled from a map and have
 OK0385.an estimated accuracy of +/- 6 seconds.
 OK0385
 OK0385.The orthometric height was determined by differential leveling and
 OK0385.adjusted by the NATIONAL GEODETIC SURVEY
 OK0385.in June 1991.
 OK0385
 OK0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0385.GEOID18 height accuracy estimate available here.
 OK0385
 OK0385.Click photographs - Photos may exist for this station.
 OK0385
 OK0385.The dynamic height is computed by dividing the NAVD 88
 OK0385.geopotential number by the normal gravity value computed on the
 OK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0385.degrees latitude (g = 980.6199 gals.).
 OK0385
 OK0385.The modeled gravity was interpolated from observed gravity values.
 OK0385
 OK0385;                    North         East    Units  Estimated Accuracy
 OK0385;SPC MI S     -   186,120.    3,891,300.      MT  (+/- 180 meters Scaled)
 OK0385
 OK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053802(NAD 83)
 OK0385
 OK0385                          SUPERSEDED SURVEY CONTROL
 OK0385
 OK0385  NGVD 29 (??/??/92)  232.684  (m)          763.40   (f) ADJ UNCH    2 0
 OK0385
 OK0385.Superseded values are not recommended for survey control.
 OK0385
 OK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0385.See file dsdata.pdf to determine how the superseded data were derived.
 OK0385
 OK0385_MARKER: DB = BENCH MARK DISK
 OK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0385_STAMPING: C 97 1934
 OK0385_MARK LOGO: CGS
 OK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0385+STABILITY: SURFACE MOTION
 OK0385
 OK0385  HISTORY     - Date     Condition        Report By
 OK0385  HISTORY     - 1934     MONUMENTED       CGS
 OK0385  HISTORY     - 1934     GOOD             CGS
 OK0385  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0385
 OK0385                          STATION DESCRIPTION
 OK0385
 OK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0385'0.5 MI N FROM SPARTA.
 OK0385'0.5 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0385'STATION AT SPARTA, KENT COUNTY, AT THE CROSSING OF THE GRAND
 OK0385'TRUNK WESTERN RAILROAD, 68 FEET SOUTH OF THE SOUTH RAIL OF THE
 OK0385'GRAND TRUNK WESTERN RAILROAD, 24.6 FEET EAST OF THE EAST RAIL
 OK0385'OF THE CHESAPEAKE AND OHIO RAILWAY, 8 FEET WEST OF A POLE, AND
 OK0385'6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0385'STAMPED C 97 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0385'PROJECTING 10 INCHES ABOVE GROUND.
 OK0385
 OK0385                          STATION RECOVERY (1977)
 OK0385
 OK0385'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0385'MARK NOT FOUND.
 OK0385
 OK0385                          STATION RECOVERY (1987)
 OK0385
 OK0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0309 ***********************************************************************
 OK0309  DESIGNATION -  C 99
 OK0309  PID         -  OK0309
 OK0309  STATE/COUNTY-  MI/MONTCALM
 OK0309  COUNTRY     -  US
 OK0309  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0309
 OK0309                         *CURRENT SURVEY CONTROL
 OK0309  ______________________________________________________________________
 OK0309* NAD 83(1986) POSITION- 43 11 17.     (N) 085 15 15.     (W)   SCALED
 OK0309* NAVD 88 ORTHO HEIGHT -   251.373 (meters)      824.71  (feet) ADJUSTED
 OK0309  ______________________________________________________________________
 OK0309  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 OK0309  DYNAMIC HEIGHT  -        251.318 (meters)      824.53  (feet) COMP
 OK0309  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 OK0309
 OK0309  VERT ORDER      -  SECOND    CLASS 0
 OK0309
 OK0309.The horizontal coordinates were scaled from a map and have
 OK0309.an estimated accuracy of +/- 6 seconds.
 OK0309
 OK0309.The orthometric height was determined by differential leveling and
 OK0309.adjusted by the NATIONAL GEODETIC SURVEY
 OK0309.in June 1991.
 OK0309
 OK0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0309.GEOID18 height accuracy estimate available here.
 OK0309
 OK0309.Click photographs - Photos may exist for this station.
 OK0309
 OK0309.The dynamic height is computed by dividing the NAVD 88
 OK0309.geopotential number by the normal gravity value computed on the
 OK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0309.degrees latitude (g = 980.6199 gals.).
 OK0309
 OK0309.The modeled gravity was interpolated from observed gravity values.
 OK0309
 OK0309;                    North         East    Units  Estimated Accuracy
 OK0309;SPC MI S     -   187,890.    3,927,860.      MT  (+/- 180 meters Scaled)
 OK0309
 OK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN418831(NAD 83)
 OK0309
 OK0309                          SUPERSEDED SURVEY CONTROL
 OK0309
 OK0309  NGVD 29 (??/??/92)  251.507  (m)          825.15   (f) ADJ UNCH    2 0
 OK0309
 OK0309.Superseded values are not recommended for survey control.
 OK0309
 OK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0309.See file dsdata.pdf to determine how the superseded data were derived.
 OK0309
 OK0309_MARKER: DB = BENCH MARK DISK
 OK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0309_STAMPING: C 99 1934
 OK0309_MARK LOGO: CGS
 OK0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0309+STABILITY: SURFACE MOTION
 OK0309
 OK0309  HISTORY     - Date     Condition        Report By
 OK0309  HISTORY     - 1934     MONUMENTED       CGS
 OK0309  HISTORY     - 19920826 GOOD             MIDT
 OK0309  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0309  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0309  HISTORY     - 20070131 MARK NOT FOUND   MIDT
 OK0309
 OK0309                          STATION DESCRIPTION
 OK0309
 OK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0309'AT GREENVILLE.
 OK0309'AT GREENVILLE, 47 FEET FROM THE NORTHEAST CORNER OF THE GRAND
 OK0309'TRUNK RAILWAY STATION, 36 FEET FROM THE SOUTH RAIL OF THE PERE
 OK0309'MARQUETTE RAILWAY, 9 FEET NORTH OF THE NORTH RAIL OF THE GRAND
 OK0309'TRUNK RAILWAY, AND 7 FEET FROM THE SOUTHWEST CORNER OF A SWITCH
 OK0309'TOWER.  A STANDARD DISK, STAMPED C 99 1934 AND SET IN THE TOP
 OK0309'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0309
 OK0309                          STATION RECOVERY (1992)
 OK0309
 OK0309'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 OK0309'RECOVERED IN GOOD CONDITION.
 OK0309
 OK0309                          STATION RECOVERY (1999)
 OK0309
 OK0309'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0309'THIS MARK WAS NOT FOUND MY OUR SURVEY CREW IN JANUARY OF 1999.  DUE TO
 OK0309'HEAVY CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0309'DESTROYED.
 OK0309
 OK0309                          STATION RECOVERY (2001)
 OK0309
 OK0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0309
 OK0309                          STATION RECOVERY (2007)
 OK0309
 OK0309'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (RCZ)
 OK0309'A PORTION OF THE MONUMENT WAS FOUND WITH THE TOP 1 FOOT BROKE OFF.
 OK0309'THIS MARK IS NOT USABLE FOR SURVEY CONTROL PURPOSES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1317 ***********************************************************************
 RJ1317  DESIGNATION -  C C6M 090
 RJ1317  PID         -  RJ1317
 RJ1317  STATE/COUNTY-  MI/CHIPPEWA
 RJ1317  COUNTRY     -  US
 RJ1317  USGS QUAD   -  OAK RIDGE (2017)
 RJ1317
 RJ1317                         *CURRENT SURVEY CONTROL
 RJ1317  ______________________________________________________________________
 RJ1317* NAD 83(1994) POSITION- 46 19 38.60319(N) 084 08 44.22980(W)   ADJUSTED
 RJ1317* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1317  ______________________________________________________________________
 RJ1317  GEOID HEIGHT    -        -36.600 (meters)                     GEOID18
 RJ1317  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 RJ1317  HORZ ORDER      -  SECOND
 RJ1317
 RJ1317.The horizontal coordinates were established by classical geodetic methods
 RJ1317.and adjusted by the National Geodetic Survey in February 1997.
 RJ1317
 RJ1317.The orthometric height was scaled from a topographic map.
 RJ1317
 RJ1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1317.GEOID18 height accuracy estimate available here.
 RJ1317
 RJ1317.Click photographs - Photos may exist for this station.
 RJ1317
 RJ1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1317
 RJ1317. The following values were computed from the NAD 83(1994) position.
 RJ1317
 RJ1317;                    North         East     Units Scale Factor Converg.
 RJ1317;SPC MI N     -   175,569.273 8,219,733.245   MT  0.99990310   +2 03 47.2
 RJ1317;SPC MI N     -   576,014.68 26,967,628.76   iFT  0.99990310   +2 03 47.2
 RJ1317;UTM  16      - 5,134,383.854   719,710.008   MT  1.00019342   +2 03 55.4
 RJ1317
 RJ1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1317!SPC MI N     -   0.99997674  x   0.99990310  =   0.99987984
 RJ1317!UTM  16      -   0.99997674  x   1.00019342  =   1.00017015
 RJ1317
 RJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1971034383(NAD 83)
 RJ1317
 RJ1317                          SUPERSEDED SURVEY CONTROL
 RJ1317
 RJ1317  NAD 83(1986)-  46 19 38.59556(N)    084 08 44.22503(W) AD(       ) 2
 RJ1317
 RJ1317.Superseded values are not recommended for survey control.
 RJ1317
 RJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1317.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1317
 RJ1317_MARKER: I = METAL ROD
 RJ1317_SETTING: 80 = SET IN A BOULDER
 RJ1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1317+STABILITY: SURFACE MOTION
 RJ1317
 RJ1317  HISTORY     - Date     Condition        Report By
 RJ1317  HISTORY     - 1988     MONUMENTED       USACE
 RJ1317
 RJ1317                          STATION DESCRIPTION
 RJ1317
 RJ1317'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1317'THE STATION IS LOCATED ABOUT 24.5 KM (15.2 MI) SOUTHEAST OF SAULT STE
 RJ1317'MARIE, 37.0 KM (23.0 MI) EAST-NORTHEAST OF RUDYARD AND 31.5 KM (25.8
 RJ1317'MI)
 RJ1317'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 3, SEC 12, T45N-R2E.
 RJ1317'OWNERSHIP---BAYWALD INC., A MICHIGAN CORPORATION
 RJ1317'
 RJ1317'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1317'MI,
 RJ1317'TRAVEL EAST 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1317'LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI)
 RJ1317'ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1317'CHARLOTTE RIVER, AT THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1317'GRAVEL
 RJ1317'ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1317'BY BOAT TRAVEL UPRIVER FOR
 RJ1317'25 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO END OF DIKE ON NORTH SIDE
 RJ1317'OF CHANNEL, PROCEED NORTH FOR 1500 FT TO SHORE WHERE STATION IS
 RJ1317'LOCATED.
 RJ1317'
 RJ1317'THE STATION IS A 1 INCH SQUARE ROD EMBEDDED IN TOP OF A LARGE
 RJ1317'BOULDER LOCATED APPROXIMATELY 30.5 METERS (100 FT) INLAND FROM
 RJ1317'SHORE.
 RJ1317'
 RJ1317'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0766 ***********************************************************************
 OJ0766  DESIGNATION -  C OF E DA
 OJ0766  PID         -  OJ0766
 OJ0766  STATE/COUNTY-  MI/SANILAC
 OJ0766  COUNTRY     -  US
 OJ0766  USGS QUAD   -  CROSWELL (2017)
 OJ0766
 OJ0766                         *CURRENT SURVEY CONTROL
 OJ0766  ______________________________________________________________________
 OJ0766* NAD 83(1994) POSITION- 43 16 10.65360(N) 082 31 22.24236(W)   ADJUSTED
 OJ0766* NAVD 88 ORTHO HEIGHT -   179.09  (+/-2cm)      587.6   (feet) VERTCON3
 OJ0766  ______________________________________________________________________
 OJ0766  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 OJ0766  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 OJ0766  HORZ ORDER      -  SECOND
 OJ0766  VERT ORDER      -  THIRD ? (See Below)
 OJ0766
 OJ0766.The horizontal coordinates were established by classical geodetic methods
 OJ0766.and adjusted by the National Geodetic Survey in February 1997.
 OJ0766
 OJ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0766
 OJ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0766.GEOID18 height accuracy estimate available here.
 OJ0766
 OJ0766.The vertical order pertains to the NGVD 29 superseded value.
 OJ0766
 OJ0766.Click photographs - Photos may exist for this station.
 OJ0766
 OJ0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0766
 OJ0766. The following values were computed from the NAD 83(1994) position.
 OJ0766
 OJ0766;                    North         East     Units Scale Factor Converg.
 OJ0766;SPC MI S     -   198,207.177 4,149,665.391   MT  0.99992937   +1 15 17.2
 OJ0766;SPC MI S     -   650,286.01 13,614,387.77   iFT  0.99992937   +1 15 17.2
 OJ0766;UTM  17      - 4,791,882.845   376,418.620   MT  0.99978787   -1 02 38.2
 OJ0766
 OJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0766!SPC MI S     -   0.99997736  x   0.99992937  =   0.99990673
 OJ0766!UTM  17      -   0.99997736  x   0.99978787  =   0.99976524
 OJ0766
 OJ0766:                Primary Azimuth Mark                     Grid Az
 OJ0766:SPC MI S     -  LEXINGTON EPISCOPAL CH SPIRE             234 45 22.0
 OJ0766:UTM  17      -  LEXINGTON EPISCOPAL CH SPIRE             237 03 17.4
 OJ0766
 OJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7641891882(NAD 83)
 OJ0766
 OJ0766|---------------------------------------------------------------------|
 OJ0766| PID    Reference Object                     Distance      Geod. Az  |
 OJ0766|                                                           dddmmss.s |
 OJ0766| OJ0764 C OF E DOO                          233.141 METERS 17420     |
 OJ0766| OJ0778 LEXINGTON EPISCOPAL CH SPIRE        APPROX. 0.8 KM 2360039.2 |
 OJ0766|---------------------------------------------------------------------|
 OJ0766
 OJ0766                          SUPERSEDED SURVEY CONTROL
 OJ0766
 OJ0766  NAD 83(1986)-  43 16 10.64012(N)    082 31 22.26927(W) AD(       ) 2
 OJ0766  NAD 27      -  43 16 10.54460(N)    082 31 22.53991(W) AD(       ) 2
 OJ0766  NGVD 29             179.21   (m)          588.0    (f) LEVELING    3  
 OJ0766
 OJ0766.Superseded values are not recommended for survey control.
 OJ0766
 OJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0766.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0766
 OJ0766_MARKER: DD = SURVEY DISK
 OJ0766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0766_SP_SET: BREAKWATER
 OJ0766_MARK LOGO: USACE
 OJ0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0766+STABILITY: SURFACE MOTION
 OJ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0766+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0766
 OJ0766  HISTORY     - Date     Condition        Report By
 OJ0766  HISTORY     - 1979     MONUMENTED       NOS
 OJ0766  HISTORY     - 1980     GOOD             NOS
 OJ0766  HISTORY     - 19940728 GOOD             USPSQD
 OJ0766  HISTORY     - 20050501 GOOD             USPSQD
 OJ0766
 OJ0766                          STATION DESCRIPTION
 OJ0766
 OJ0766'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0766'THE STATION IS LOCATED AT LEXINGTON,MICHIGAN ON THE INNER END OF
 OJ0766'THE EAST BREAKWATER.
 OJ0766'
 OJ0766'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0766'LEXINGTON GO NORTH ON M 25 FOR ONE BLOCK TO SIMON STREET. TURN
 OJ0766'RIGHT ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE
 OJ0766'AREA OF THE WESTERLY END OF THE EAST BREAKWATER.WALK OUT ON THE
 OJ0766'BREAKWATER TO SECOND ANGLE IN BREAKWATER AND AREA OF STATION.
 OJ0766'
 OJ0766'THE STATION IS A STANDARD C OF E DISK
 OJ0766'STAMPED---BLANK---,
 OJ0766'CEMENTED INTO A DRILL HOLE,FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0766'IT IS LOCATED,4.8 FEET NORTH FROM NORTH POST OF SOUTH HANDRAIL,
 OJ0766'3.8 FEET EAST FROM EAST METAL POST OF WEST HANDRAIL.
 OJ0766'
 OJ0766'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0766'
 OJ0766'DESCRIBED BY T.D.KUCHCIAK
 OJ0766
 OJ0766                          STATION RECOVERY (1980)
 OJ0766
 OJ0766'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0766'THE STATION WAS RECOVERED AS DESCRIBED IN 1979  DESCRIPTION.
 OJ0766'
 OJ0766'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0766
 OJ0766                          STATION RECOVERY (1994)
 OJ0766
 OJ0766'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0766'RECOVERED IN GOOD CONDITION.
 OJ0766
 OJ0766                          STATION RECOVERY (2005)
 OJ0766
 OJ0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0769 ***********************************************************************
 OJ0769  DESIGNATION -  C OF E DAY
 OJ0769  PID         -  OJ0769
 OJ0769  STATE/COUNTY-  MI/SANILAC
 OJ0769  COUNTRY     -  US
 OJ0769  USGS QUAD   -  CROSWELL (2017)
 OJ0769
 OJ0769                         *CURRENT SURVEY CONTROL
 OJ0769  ______________________________________________________________________
 OJ0769* NAD 83(1994) POSITION- 43 16 11.77449(N) 082 31 27.49320(W)   ADJUSTED
 OJ0769* NAVD 88 ORTHO HEIGHT -   179.14  (+/-2cm)      587.7   (feet) VERTCON3
 OJ0769  ______________________________________________________________________
 OJ0769  GEOID HEIGHT    -        -34.716 (meters)                     GEOID18
 OJ0769  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 OJ0769  HORZ ORDER      -  SECOND
 OJ0769  VERT ORDER      -  THIRD ? (See Below)
 OJ0769
 OJ0769.The horizontal coordinates were established by classical geodetic methods
 OJ0769.and adjusted by the National Geodetic Survey in February 1997.
 OJ0769
 OJ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0769
 OJ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0769.GEOID18 height accuracy estimate available here.
 OJ0769
 OJ0769.The vertical order pertains to the NGVD 29 superseded value.
 OJ0769
 OJ0769.Click photographs - Photos may exist for this station.
 OJ0769
 OJ0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0769
 OJ0769. The following values were computed from the NAD 83(1994) position.
 OJ0769
 OJ0769;                    North         East     Units Scale Factor Converg.
 OJ0769;SPC MI S     -   198,239.165 4,149,546.259   MT  0.99992941   +1 15 13.6
 OJ0769;SPC MI S     -   650,390.96 13,613,996.91   iFT  0.99992941   +1 15 13.6
 OJ0769;UTM  17      - 4,791,919.581   376,300.884   MT  0.99978823   -1 02 41.8
 OJ0769
 OJ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0769!SPC MI S     -   0.99997735  x   0.99992941  =   0.99990676
 OJ0769!UTM  17      -   0.99997735  x   0.99978823  =   0.99976559
 OJ0769
 OJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7630091919(NAD 83)
 OJ0769
 OJ0769                          SUPERSEDED SURVEY CONTROL
 OJ0769
 OJ0769  NAD 83(1986)-  43 16 11.76103(N)    082 31 27.52011(W) AD(       ) 2
 OJ0769  NAD 27      -  43 16 11.66557(N)    082 31 27.79054(W) AD(       ) 2
 OJ0769  NGVD 29             179.26   (m)          588.1    (f) LEVELING    3  
 OJ0769
 OJ0769.Superseded values are not recommended for survey control.
 OJ0769
 OJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0769.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0769
 OJ0769_MARKER: DD = SURVEY DISK
 OJ0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0769_SP_SET: BREAKWATER
 OJ0769_MARK LOGO: USACE
 OJ0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0769+STABILITY: SURFACE MOTION
 OJ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0769+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0769
 OJ0769  HISTORY     - Date     Condition        Report By
 OJ0769  HISTORY     - 1979     MONUMENTED       NOS
 OJ0769  HISTORY     - 19940728 GOOD             USPSQD
 OJ0769  HISTORY     - 20050501 GOOD             USPSQD
 OJ0769
 OJ0769                          STATION DESCRIPTION
 OJ0769
 OJ0769'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0769'THE STATION IS LOCATED IN LEXINGTON,MICHIGAN ON THE INNER END OF
 OJ0769'THE EAST BREAKWATER.
 OJ0769'
 OJ0769'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0769'LEXINGTON GO NORTH ON M 25 FOR ONE BLOCK TO SIMON STREET. TURN
 OJ0769'RIGHT ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE
 OJ0769'AREA OF THE END OF THE EAST BREAKWATER.WALK OUT ON THE BREAKWATER
 OJ0769'TO THE FIRST ANGLE IN THE BREAKWATER AND THE AREA OF THE STATION.
 OJ0769'THE STATION IS IN THE MOST NORTHERLY ANGLE ON THE EAST BREAKWATER.
 OJ0769'
 OJ0769'THE STATION IS A STANDARD C OF E DISK
 OJ0769'STAMPED---BLANK---,
 OJ0769'SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0769'
 OJ0769'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0769'
 OJ0769'DESCRIBED BY T.D.KUCHCIAK
 OJ0769
 OJ0769                          STATION RECOVERY (1994)
 OJ0769
 OJ0769'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0769'RECOVERED IN GOOD CONDITION.
 OJ0769
 OJ0769                          STATION RECOVERY (2005)
 OJ0769
 OJ0769'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0764 ***********************************************************************
 OJ0764  DESIGNATION -  C OF E DOO
 OJ0764  PID         -  OJ0764
 OJ0764  STATE/COUNTY-  MI/SANILAC
 OJ0764  COUNTRY     -  US
 OJ0764  USGS QUAD   -  CROSWELL (2017)
 OJ0764
 OJ0764                         *CURRENT SURVEY CONTROL
 OJ0764  ______________________________________________________________________
 OJ0764* NAD 83(1994) POSITION- 43 16 03.13581(N) 082 31 21.22221(W)   ADJUSTED
 OJ0764* NAVD 88 ORTHO HEIGHT -   179.14  (+/-2cm)      587.7   (feet) VERTCON3
 OJ0764  ______________________________________________________________________
 OJ0764  GEOID HEIGHT    -        -34.720 (meters)                     GEOID18
 OJ0764  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC18
 OJ0764  HORZ ORDER      -  SECOND
 OJ0764  VERT ORDER      -  THIRD ? (See Below)
 OJ0764
 OJ0764.The horizontal coordinates were established by classical geodetic methods
 OJ0764.and adjusted by the National Geodetic Survey in February 1997.
 OJ0764
 OJ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0764
 OJ0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0764.GEOID18 height accuracy estimate available here.
 OJ0764
 OJ0764.The vertical order pertains to the NGVD 29 superseded value.
 OJ0764
 OJ0764.Click photographs - Photos may exist for this station.
 OJ0764
 OJ0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0764
 OJ0764. The following values were computed from the NAD 83(1994) position.
 OJ0764
 OJ0764;                    North         East     Units Scale Factor Converg.
 OJ0764;SPC MI S     -   197,975.749 4,149,693.470   MT  0.99992913   +1 15 17.9
 OJ0764;SPC MI S     -   649,526.74 13,614,479.89   iFT  0.99992913   +1 15 17.9
 OJ0764;UTM  17      - 4,791,650.511   376,437.392   MT  0.99978781   -1 02 37.3
 OJ0764
 OJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0764!SPC MI S     -   0.99997735  x   0.99992913  =   0.99990648
 OJ0764!UTM  17      -   0.99997735  x   0.99978781  =   0.99976517
 OJ0764
 OJ0764:                Primary Azimuth Mark                     Grid Az
 OJ0764:SPC MI S     -  LEXINGTON EPISCOPAL CH SPIRE             251 15 59.1
 OJ0764:UTM  17      -  LEXINGTON EPISCOPAL CH SPIRE             253 33 54.3
 OJ0764
 OJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7643791650(NAD 83)
 OJ0764
 OJ0764|---------------------------------------------------------------------|
 OJ0764| PID    Reference Object                     Distance      Geod. Az  |
 OJ0764|                                                           dddmmss.s |
 OJ0764| OJ0778 LEXINGTON EPISCOPAL CH SPIRE        APPROX. 0.7 KM 2523117.0 |
 OJ0764| OJ0766 C OF E DA                           233.141 METERS 35420     |
 OJ0764|---------------------------------------------------------------------|
 OJ0764
 OJ0764                          SUPERSEDED SURVEY CONTROL
 OJ0764
 OJ0764  NAD 83(1986)-  43 16 03.12233(N)    082 31 21.24917(W) AD(       ) 2
 OJ0764  NAD 27      -  43 16 03.02675(N)    082 31 21.51998(W) AD(       ) 2
 OJ0764  NGVD 29             179.26   (m)          588.1    (f) LEVELING    3  
 OJ0764
 OJ0764.Superseded values are not recommended for survey control.
 OJ0764
 OJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0764.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0764
 OJ0764_MARKER: DD = SURVEY DISK
 OJ0764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0764_SP_SET: BREAKWATER
 OJ0764_MARK LOGO: USACE
 OJ0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0764+STABILITY: SURFACE MOTION
 OJ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0764+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0764
 OJ0764  HISTORY     - Date     Condition        Report By
 OJ0764  HISTORY     - 1979     MONUMENTED       NOS
 OJ0764  HISTORY     - 1980     GOOD             NOS
 OJ0764  HISTORY     - 19940728 GOOD             USPSQD
 OJ0764  HISTORY     - 20050501 GOOD             USPSQD
 OJ0764
 OJ0764                          STATION DESCRIPTION
 OJ0764
 OJ0764'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0764'THE STATION IS LOCATED AT LEXINGTON,MICHIGAN ON THE INNER END
 OJ0764'OF THE EAST BREAKWATER.
 OJ0764'
 OJ0764'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0764'LEXINGTON GO NORTH ON M 25 ONE BLOCK TO SIMON STREET.TURN RIGHT
 OJ0764'ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE WEST
 OJ0764'END OF THE BREAKWATER,WALK OUT ON THE BREAKWATER TO THE
 OJ0764'THIRD ANGLE AND THE AREA OF THE STATION.
 OJ0764'
 OJ0764'THE STATION IS A STANDARD C OF E DISK
 OJ0764'STAMPED---BLANK---,
 OJ0764'CEMENTED INTO A DRILL HOLE,FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0764'IT IS LOCATED 631 FEET NORTH FROM THE EAST BREAKWATER LIGHT,
 OJ0764'4.0 FEET WEST FROM THE EAST ANGLE IN THE WALK,
 OJ0764'2.2 FEET NORTHEAST FROM NORTH METAL POST OF SOUTH HANDRAIL
 OJ0764'SECTION.
 OJ0764'
 OJ0764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0764'
 OJ0764'DESCRIBED BY T.D.KUCHCIAK
 OJ0764
 OJ0764                          STATION RECOVERY (1980)
 OJ0764
 OJ0764'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0764'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 OJ0764'
 OJ0764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0764
 OJ0764                          STATION RECOVERY (1994)
 OJ0764
 OJ0764'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0764'RECOVERED IN GOOD CONDITION.
 OJ0764
 OJ0764                          STATION RECOVERY (2005)
 OJ0764
 OJ0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0770 ***********************************************************************
 OJ0770  DESIGNATION -  C OF E JAM
 OJ0770  PID         -  OJ0770
 OJ0770  STATE/COUNTY-  MI/SANILAC
 OJ0770  COUNTRY     -  US
 OJ0770  USGS QUAD   -  CROSWELL (2017)
 OJ0770
 OJ0770                         *CURRENT SURVEY CONTROL
 OJ0770  ______________________________________________________________________
 OJ0770* NAD 83(1994) POSITION- 43 16 06.32810(N) 082 31 32.21070(W)   ADJUSTED
 OJ0770* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON3
 OJ0770  ______________________________________________________________________
 OJ0770  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 OJ0770  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 OJ0770  HORZ ORDER      -  SECOND
 OJ0770
 OJ0770.The horizontal coordinates were established by classical geodetic methods
 OJ0770.and adjusted by the National Geodetic Survey in February 1997.
 OJ0770
 OJ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0770
 OJ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0770.GEOID18 height accuracy estimate available here.
 OJ0770
 OJ0770.Click photographs - Photos may exist for this station.
 OJ0770
 OJ0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0770
 OJ0770. The following values were computed from the NAD 83(1994) position.
 OJ0770
 OJ0770;                    North         East     Units Scale Factor Converg.
 OJ0770;SPC MI S     -   198,068.812 4,149,443.583   MT  0.99992923   +1 15 10.4
 OJ0770;SPC MI S     -   649,832.06 13,613,660.05   iFT  0.99992923   +1 15 10.4
 OJ0770;UTM  17      - 4,791,753.507   376,191.474   MT  0.99978856   -1 02 44.9
 OJ0770
 OJ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0770!SPC MI S     -   0.99997758  x   0.99992923  =   0.99990681
 OJ0770!UTM  17      -   0.99997758  x   0.99978856  =   0.99976615
 OJ0770
 OJ0770:                Primary Azimuth Mark                     Grid Az
 OJ0770:SPC MI S     -  H 32 MI 79                               174 50 52.6
 OJ0770:UTM  17      -  H 32 MI 79                               177 08 47.9
 OJ0770
 OJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7619191753(NAD 83)
 OJ0770
 OJ0770|---------------------------------------------------------------------|
 OJ0770| PID    Reference Object                     Distance      Geod. Az  |
 OJ0770|                                                           dddmmss.s |
 OJ0770| OJ0769 C OF E DAY                          198.918 METERS 03220     |
 OJ0770| OJ0766 C OF E DA                           261.444 METERS 05918     |
 OJ0770| OJ0764 C OF E DOO                          266.672 METERS 11141     |
 OJ0770| OJ0767 LEXINGTON W BRK LT                  203.806 METERS 12059     |
 OJ0770| OJ0765 LEXINGTON E BRK LT                  304.781 METERS 13033     |
 OJ0770| OJ0768 H 32 MI 79                          APPROX. 1.9 KM 1760603.0 |
 OJ0770|---------------------------------------------------------------------|
 OJ0770
 OJ0770                          SUPERSEDED SURVEY CONTROL
 OJ0770
 OJ0770  NAD 83(1986)-  43 16 06.31465(N)    082 31 32.23764(W) AD(       ) 2
 OJ0770  NAD 27      -  43 16 06.21920(N)    082 31 32.50802(W) AD(       ) 2
 OJ0770  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 OJ0770
 OJ0770.Superseded values are not recommended for survey control.
 OJ0770
 OJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0770.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0770
 OJ0770_MARKER: DR = REFERENCE MARK DISK
 OJ0770_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0770+WITH SETTING: PAVEMENT
 OJ0770_SP_SET: DOCK
 OJ0770_MARK LOGO: USACE
 OJ0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0770+STABILITY: SURFACE MOTION
 OJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0770+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2024
 OJ0770
 OJ0770  HISTORY     - Date     Condition        Report By
 OJ0770  HISTORY     - 1979     MONUMENTED       NOS
 OJ0770  HISTORY     - 19940728 GOOD             USPSQD
 OJ0770  HISTORY     - 20050501 GOOD             USPSQD
 OJ0770  HISTORY     - 20240625 GOOD             MIDT
 OJ0770
 OJ0770                          STATION DESCRIPTION
 OJ0770
 OJ0770'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0770'THE STATION IS LOCATED IN LEXINGTON,MICHIGAN.
 OJ0770'
 OJ0770'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90
 OJ0770'IN LEXINGTON GO EAST ON HURON STREET TO THE END OF THE ROAD
 OJ0770'AND THE DOCKLINE, 30 FEET SOUTH OF THE END OF THE ROAD.
 OJ0770'
 OJ0770'THE STATION IS A STANDARD C OF E DISK
 OJ0770'STAMPED---BLANK---,
 OJ0770'CEMENTED INTO A DRILL HOLE IN TOP OF A CONCRETE AND STEEL
 OJ0770'PILE DOCKLINE.IT IS LOCATED,
 OJ0770'130 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE WINDJAMMER
 OJ0770'RESTURANT,
 OJ0770'48.4 FEET NORTH FROM THE SOUTHEAST CORNER OF THE DOCKLINE,
 OJ0770'2.8 FEET SOUTH FROM THE NORTH EDGE OF THE DOCKLINE,AND
 OJ0770'3.3 FEET WEST FROM THE EAST EDGE OF THE DOCKLINE.STATION IS
 OJ0770'FLUSH WITH THE EXISTING GROUND.
 OJ0770'
 OJ0770'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0770'
 OJ0770'DESCRIBED BY T.D.KUCHCIAK
 OJ0770
 OJ0770                          STATION RECOVERY (1994)
 OJ0770
 OJ0770'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0770'RECOVERED IN GOOD CONDITION.
 OJ0770
 OJ0770                          STATION RECOVERY (2005)
 OJ0770
 OJ0770'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0770'STATION DESCRIPTION IS ACCURATE REGARDING DIRECTIONS, BUT NAME OF
 OJ0770'RESTURANT HAS CHANGED FROM THE WINDJAMMER TO THE LANDING.
 OJ0770
 OJ0770                          STATION RECOVERY (2024)
 OJ0770
 OJ0770'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 OJ0770'THE MARK IS ON OTHER SIDE OF HARBOR NEXT TO THE LEXINGTON STATE HARBOR
 OJ0770'SIGN.  IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1308 ***********************************************************************
 RJ1308  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ1308  DESIGNATION -  C6W 008
 RJ1308  PID         -  RJ1308
 RJ1308  STATE/COUNTY-  MI/CHIPPEWA
 RJ1308  COUNTRY     -  US
 RJ1308  USGS QUAD   -  OAK RIDGE (2017)
 RJ1308
 RJ1308                         *CURRENT SURVEY CONTROL
 RJ1308  ______________________________________________________________________
 RJ1308* NAD 83(1994) POSITION- 46 17 19.00481(N) 084 12 38.15598(W)   ADJUSTED
 RJ1308* NAVD 88 ORTHO HEIGHT -   177.560 (meters)      582.54  (feet) ADJUSTED
 RJ1308  ______________________________________________________________________
 RJ1308  GEOID HEIGHT    -        -36.504 (meters)                     GEOID18
 RJ1308  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 RJ1308  DYNAMIC HEIGHT  -        177.570 (meters)      582.58  (feet) COMP
 RJ1308  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ1308
 RJ1308  HORZ ORDER      -  SECOND
 RJ1308  VERT ORDER      -  SECOND    CLASS I
 RJ1308
 RJ1308.The horizontal coordinates were established by classical geodetic methods
 RJ1308.and adjusted by the National Geodetic Survey in February 1997.
 RJ1308
 RJ1308.The orthometric height was determined by differential leveling and
 RJ1308.adjusted by the NATIONAL GEODETIC SURVEY
 RJ1308.in June 2022.
 RJ1308
 RJ1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1308.GEOID18 height accuracy estimate available here.
 RJ1308
 RJ1308.This Water Level Mark is designated as VM 18382
 RJ1308.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ1308
 RJ1308.Click photographs - Photos may exist for this station.
 RJ1308
 RJ1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1308
 RJ1308.The dynamic height is computed by dividing the NAVD 88
 RJ1308.geopotential number by the normal gravity value computed on the
 RJ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ1308.degrees latitude (g = 980.6199 gals.).
 RJ1308
 RJ1308.The modeled gravity was interpolated from observed gravity values.
 RJ1308
 RJ1308. The following values were computed from the NAD 83(1994) position.
 RJ1308
 RJ1308;                    North         East     Units Scale Factor Converg.
 RJ1308;SPC MI N     -   171,083.905 8,214,884.773   MT  0.99990284   +2 00 58.1
 RJ1308;SPC MI N     -   561,298.90 26,951,721.70   iFT  0.99990284   +2 00 58.1
 RJ1308;UTM  16      - 5,129,897.108   714,860.314   MT  1.00016752   +2 01 01.3
 RJ1308
 RJ1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1308!SPC MI N     -   0.99997789  x   0.99990284  =   0.99988073
 RJ1308!UTM  16      -   0.99997789  x   1.00016752  =   1.00014540
 RJ1308
 RJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1486029897(NAD 83)
 RJ1308
 RJ1308                          SUPERSEDED SURVEY CONTROL
 RJ1308
 RJ1308  NAD 83(1986)-  46 17 18.99628(N)    084 12 38.15241(W) AD(       ) 2
 RJ1308
 RJ1308.Superseded values are not recommended for survey control.
 RJ1308
 RJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1308.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1308
 RJ1308_MARKER: DS = TRIANGULATION STATION DISK
 RJ1308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1308+WITH SETTING: INFORMATION.
 RJ1308_STAMPING: C6W 008 1988
 RJ1308_MARK LOGO: USACE
 RJ1308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1308+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 RJ1308
 RJ1308  HISTORY     - Date     Condition        Report By
 RJ1308  HISTORY     - 1988     MONUMENTED       USACE
 RJ1308  HISTORY     - 20181004 GOOD             NOS
 RJ1308  HISTORY     - 20220729 GOOD             CO-OPS
 RJ1308
 RJ1308                          STATION DESCRIPTION
 RJ1308
 RJ1308'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1308'THE STATION IS LOCATED ABOUT 24.9 KM (15.5 MI) SOUTH-SOUTHEAST OF
 RJ1308'SAULT STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1308'41.0 KM
 RJ1308'(25.5 MI) NORTHWEST OF DETOUR VILLAGE,
 RJ1308'ON NEEBISH ISLAND NEAR THE FERRY DOCK, IN PART OF LOT 1,
 RJ1308'THIBERT PLAT OF OAK RIDGE PARK IN SEC 17, T45N-R2E.
 RJ1308'OWNERSHIP---CLIFFORD W. AND DOROTHY M. TYNER
 RJ1308'
 RJ1308'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1308'4.3 KM
 RJ1308'(2.7 MI) ON 15 MILE ROAD
 RJ1308'TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON
 RJ1308'SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE
 RJ1308'NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT
 RJ1308'TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1308'BY BOAT DOWNRIVER FOR 10 MINUTES TO THE NEEBISH ISLAND
 RJ1308'FERRY DOCK WHERE STATION IS LOCATED.
 RJ1308'
 RJ1308'THE STATION IS A STANDARD COE DISK
 RJ1308'THAT IS STAMPED---C6W-008 1988---, SET INTO A PVC SLEEVE AND
 RJ1308'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 17.7
 RJ1308'METERS (58 FT) EAST OF THE WATER.
 RJ1308'
 RJ1308'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1308
 RJ1308                          STATION RECOVERY (2018)
 RJ1308
 RJ1308'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ1308'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 RJ1308'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 RJ1308'OF THE TOWN OF BARBEAU, MICHIGAN.
 RJ1308'
 RJ1308'TO REACH FROM NEEBISH ISLAND FROM THE INTERSECTION OF FIFTEEN MILE
 RJ1308'ROAD AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE ROAD
 RJ1308'FOR APPROXIMATELY 4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD
 RJ1308'(RIVER RD), THEN PROCEED SOUTH ON SCENIC ROAD 1.10 KM (0.68 MI) TO AN
 RJ1308'ASPHALT ROAD ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH
 RJ1308'ISLAND FERRY LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD
 RJ1308'FOR 0.24 KM (0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST
 RJ1308'MARYS RIVER ON THE FERRY TO NEEBISH ISLAND, THEN PROCEED 0.35 MI (0.56
 RJ1308'KM) EAST-NORTHEAST ALONG FERRY ROAD TO ITS INTERSECTION WITH FIFTEEN
 RJ1308'MILE ROAD, THEN PROCEED 0.35 MI (0.56 KM) TO THE BENCH MARK SET ON
 RJ1308'SOUTH SIDE OF FERRY ROAD, IN THE AREA OF THE OLD FERRY LANDING, ON THE
 RJ1308'WEST SIDE OF OLD UNMARKED GRAVEL FERRY LANDING ENTRANCE DRIVE.
 RJ1308'
 RJ1308'IT IS 44.68 M (146.6 FT) WEST-SOUTHWEST OF BENCH MARK 907 6027 DOCK,
 RJ1308'21.49 M (70.5 FT) SOUTH OF FLAGPOLE BEHIND RESIDENCE NUMBER 14990,
 RJ1308'6.04 M (19.8 FT) NORTHWEST OF THE CENTER OF AN UNMARKED GRAVEL DRIVE,
 RJ1308'2.44 M (8.0 FT) NORTHEAST OF UNMARKED POWER POLE WITH GUY WIRE AND
 RJ1308'MARKED WITH WITNESS POST AND ENCASED WITH CONCRETE.
 RJ1308
 RJ1308                          STATION RECOVERY (2022)
 RJ1308
 RJ1308'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ1308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0587 ***********************************************************************
 PL0587  DESIGNATION -  CABERFAE
 PL0587  PID         -  PL0587
 PL0587  STATE/COUNTY-  MI/WEXFORD
 PL0587  COUNTRY     -  US
 PL0587  USGS QUAD   -  HOXEYVILLE (2017)
 PL0587
 PL0587                         *CURRENT SURVEY CONTROL
 PL0587  ______________________________________________________________________
 PL0587* NAD 83(2011) POSITION- 44 13 22.61588(N) 085 41 59.71232(W)   ADJUSTED
 PL0587* NAD 83(2011) ELLIP HT-   318.201 (meters)        (06/27/12)   ADJUSTED
 PL0587* NAD 83(2011) EPOCH   -  2010.00
 PL0587* NAVD 88 ORTHO HEIGHT -   352.1   (meters)     1155.    (feet) GPS OBS
 PL0587  ______________________________________________________________________
 PL0587  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PL0587  GEOID HEIGHT    -        -33.600 (meters)                     GEOID90
 PL0587  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 PL0587  NAD 83(2011) X  -    343,293.552 (meters)                     COMP
 PL0587  NAD 83(2011) Y  - -4,565,572.870 (meters)                     COMP
 PL0587  NAD 83(2011) Z  -  4,426,100.100 (meters)                     COMP
 PL0587  LAPLACE CORR    -          6.66  (seconds)                    DEFLEC18
 PL0587
 PL0587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0587  Standards:
 PL0587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0587  -------------------------------------------------------------------
 PL0587  NETWORK    1.88   3.51           0.83   0.66   1.79      0.34538914
 PL0587  -------------------------------------------------------------------
 PL0587  Click here for local accuracies and other accuracy information.
 PL0587
 PL0587.The horizontal coordinates were established by GPS observations
 PL0587.and adjusted by the National Geodetic Survey in June 2012.
 PL0587
 PL0587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0587.been affixed to the stable North American tectonic plate. See 
 PL0587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0587
 PL0587.The horizontal coordinates are valid at the epoch date displayed above
 PL0587.which is a decimal equivalence of Year/Month/Day.
 PL0587
 PL0587.The orthometric height was determined by GPS observations and a
 PL0587.high-resolution geoid model.
 PL0587
 PL0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0587.GEOID18 height accuracy estimate available here.
 PL0587
 PL0587.Click photographs - Photos may exist for this station.
 PL0587
 PL0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0587
 PL0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0587
 PL0587.The ellipsoidal height was determined by GPS observations
 PL0587.and is referenced to NAD 83.
 PL0587
 PL0587. The following values were computed from the NAD 83(2011) position.
 PL0587
 PL0587;                    North         East     Units Scale Factor Converg.
 PL0587;SPC MI C     -   101,583.687 5,893,471.804   MT  0.99999115   -0 56 30.6
 PL0587;SPC MI C     -   333,279.81 19,335,537.41   iFT  0.99999115   -0 56 30.6
 PL0587;UTM  16      - 4,897,457.519   603,841.902   MT  0.99973262   +0 54 24.6
 PL0587
 PL0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0587!SPC MI C     -   0.99995011  x   0.99999115  =   0.99994126
 PL0587!UTM  16      -   0.99995011  x   0.99973262  =   0.99968274
 PL0587
 PL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP0384197457(NAD 83)
 PL0587
 PL0587                          SUPERSEDED SURVEY CONTROL
 PL0587
 PL0587  NAD 83(2007)-  44 13 22.61611(N)    085 41 59.71540(W) AD(2002.00) 0
 PL0587  ELLIP H (02/10/07)  318.189  (m)                       GP(2002.00)    
 PL0587  ELLIP H (07/17/02)  318.191  (m)                       GP(       ) 4 1
 PL0587  NAD 83(1994)-  44 13 22.61618(N)    085 41 59.71424(W) AD(       ) 1
 PL0587  ELLIP H (02/03/97)  318.229  (m)                       GP(       ) 4 1
 PL0587  NAD 83(1986)-  44 13 22.61634(N)    085 41 59.71669(W) AD(       ) 1
 PL0587
 PL0587.Superseded values are not recommended for survey control.
 PL0587
 PL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0587.See file dsdata.pdf to determine how the superseded data were derived.
 PL0587
 PL0587_MARKER: DD = SURVEY DISK
 PL0587_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PL0587_STAMPING: CABERFAE 1991
 PL0587_MARK LOGO: USFS
 PL0587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0587+STABILITY: SURFACE MOTION
 PL0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0587+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PL0587
 PL0587  HISTORY     - Date     Condition        Report By
 PL0587  HISTORY     - 1991     MONUMENTED       USFS
 PL0587  HISTORY     - 19960705 GOOD             USPSQD
 PL0587  HISTORY     - 20141016 MARK NOT FOUND   MCA
 PL0587
 PL0587                          STATION DESCRIPTION
 PL0587
 PL0587'DESCRIBED BY US FOREST SERVICE 1991
 PL0587'FROM THE INTERSECTION OF M-55 AND BUSINESS US-131 IN DOWNTOWN CADILLAC
 PL0587'PROCEED WESTERLY ALONG M-55, 16.6 MI (26.7 KM) TO STATION ON RIGHT, 31
 PL0587'FT (9.4 M) EAST OF THE CENTERLINE OF S.13 ROAD, 61 FT (18.6 M) NORTH
 PL0587'OF THE CENTERLINE OF M-55, 7 FT (2.1 M) NORTHEAST OF CONCRETE CURBING
 PL0587'FOR ENTRANCE TO S.13 ROAD, 1 FT (0.3 M) SOUTHWEST OF A FIBERGLASS
 PL0587'POST. MAP POSITION IS NEAR THE SOUTHWEST CORNER OF SECTION 7 T21N
 PL0587'R11W. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5
 PL0587'INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD,
 PL0587'SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 100 POUNDS OF
 PL0587'REDI-MIX.
 PL0587
 PL0587                          STATION RECOVERY (1996)
 PL0587
 PL0587'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0587'RECOVERED IN GOOD CONDITION.
 PL0587
 PL0587                          STATION RECOVERY (2014)
 PL0587
 PL0587'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2014 (CCM)
 PL0587'NAVIGATED TO THIS LOCATION VIA SURVEY GRADE GNSS UTILIZING THE MSRN.
 PL0587'
 PL0587'EXCAVATED TO A DEPTH OF 18 INCHES AND FOUND NOTHING. IT APPEARS AS
 PL0587'THOUGH THE INTERSECTION OF  NORTHBOUND S.13 ROAD HAS BEEN WIDENED AND
 PL0587'
 PL0587'RECONSTRUCTED.  THE STATION COORDINATES WOULD NOW PLACE IT 1 FOOT
 PL0587'EAST OF THE CONCRETE CURB. I BELIEVE THIS STATION MAY HAVE BEEN
 PL0587'DESTROYED DURING CONSTRUCTION, BUT I CANNOT CONFIRM THIS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0517 ***********************************************************************
 PL0517  DESIGNATION -  CAD
 PL0517  PID         -  PL0517
 PL0517  STATE/COUNTY-  MI/WEXFORD
 PL0517  COUNTRY     -  US
 PL0517  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0517
 PL0517                         *CURRENT SURVEY CONTROL
 PL0517  ______________________________________________________________________
 PL0517* NAD 83(1994) POSITION- 44 15 29.30166(N) 085 23 44.83134(W)   ADJUSTED
 PL0517* NAVD 88 ORTHO HEIGHT -   437.7   (meters)     1436.    (feet) VERTCON3
 PL0517  ______________________________________________________________________
 PL0517  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 PL0517  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 PL0517  HORZ ORDER      -  SECOND
 PL0517
 PL0517.The horizontal coordinates were established by classical geodetic methods
 PL0517.and adjusted by the National Geodetic Survey in February 1997.
 PL0517
 PL0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0517
 PL0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0517.GEOID18 height accuracy estimate available here.
 PL0517
 PL0517.Click photographs - Photos may exist for this station.
 PL0517
 PL0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0517
 PL0517. The following values were computed from the NAD 83(1994) position.
 PL0517
 PL0517;                    North         East     Units Scale Factor Converg.
 PL0517;SPC MI C     -   105,139.691 5,917,820.479   MT  0.99998369   -0 43 37.1
 PL0517;SPC MI C     -   344,946.49 19,415,421.52   iFT  0.99998369   -0 43 37.1
 PL0517;UTM  16      - 4,901,795.762   628,057.902   MT  0.99980168   +1 07 11.0
 PL0517
 PL0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0517!SPC MI C     -   0.99993659  x   0.99998369  =   0.99992028
 PL0517!UTM  16      -   0.99993659  x   0.99980168  =   0.99973828
 PL0517
 PL0517:                Primary Azimuth Mark                     Grid Az
 PL0517:SPC MI C     -  CAD AZ MK                                332 01 09.8
 PL0517:UTM  16      -  CAD AZ MK                                330 10 21.7
 PL0517
 PL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2805701795(NAD 83)
 PL0517
 PL0517|---------------------------------------------------------------------|
 PL0517| PID    Reference Object                     Distance      Geod. Az  |
 PL0517|                                                           dddmmss.s |
 PL0517| CH1780 CAD RM 1                             10.138 METERS 02123     |
 PL0517| PL0516 CADILLAC MUNICIPAL TANK             114.355 METERS 17124     |
 PL0517| CH1781 CAD RM 2                             11.826 METERS 27124     |
 PL0517| PL0519 CAD AZ MK                           APPROX. 2.9 KM 3311732.7 |
 PL0517|---------------------------------------------------------------------|
 PL0517
 PL0517                          SUPERSEDED SURVEY CONTROL
 PL0517
 PL0517  NAD 83(1986)-  44 15 29.29965(N)    085 23 44.83286(W) AD(       ) 2
 PL0517  NAD 27      -  44 15 29.27112(N)    085 23 44.64406(W) AD(       ) 2
 PL0517  NGVD 29 (07/19/86)  437.8    (m)         1436.     (f) VERT ANG       
 PL0517
 PL0517.Superseded values are not recommended for survey control.
 PL0517
 PL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0517.See file dsdata.pdf to determine how the superseded data were derived.
 PL0517
 PL0517_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0517_STAMPING: CAD 1980
 PL0517_MARK LOGO: NGS
 PL0517_PROJECTION: FLUSH
 PL0517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0517+STABILITY: SURFACE MOTION
 PL0517
 PL0517  HISTORY     - Date     Condition        Report By
 PL0517  HISTORY     - 1980     MONUMENTED       NGS
 PL0517  HISTORY     - 1980     GOOD             MIDH
 PL0517  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0517
 PL0517                          STATION DESCRIPTION
 PL0517
 PL0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0517'THE STATION IS LOCATED IN THE NORTHEAST PART OF CADILLAC, AT THE
 PL0517'DIGGINS PARK SKI AREA, AND IN THE NW1/4,S34,T22N,R9W OF HARING
 PL0517'TOWNSHIP.  PERMISSION FOR THE STATION WAS OBTAINED FROM MR. CARL COX,
 PL0517'ASSISTANT CITY ENGINEER, CITY OF CADILLAC, CADILLAC, MI 49601.
 PL0517'TELEPHONE NUMBER 616-775-0181.
 PL0517'
 PL0517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 131
 PL0517'(MITCHELL STREET) AND EAST NORTH STREET IN CADILLAC, GO EAST ON EAST
 PL0517'NORTH STREET FOR 0.6 KM (0.4 MI) TO A DIRT DRIVEWAY AND PARKING AREA
 PL0517'ON THE LEFT. TURN LEFT CROSSING THE PARKING AREA FOR 0.1 KM (0.05 MI)
 PL0517'TO A GATE.  PASS THROUGH THE GATE FOLLOWING A GRAVELED ROAD FOR 0.1 KM
 PL0517'(0.05 MI) TO THE HIGHEST PART OF A KNOLL AND THE STATION.
 PL0517'
 PL0517'THE STATION IS A STANDARD NGS DISK STAMPED---CAD 1980---, SET INTO THE
 PL0517'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 PL0517'IT IS LOCATED 57.3 METERS (188.0 FT) NORTH FROM THE CENTER OF EAST
 PL0517'NORTH STREET, 12.85 METERS (42.16 FT) EAST FROM THE SOUTHEAST CORNER
 PL0517'OF A WOOD FRAME BUILDING, AND 11.50 METERS (37.73 FT) EAST-SOUTHEAST
 PL0517'FROM A POWER POLE.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 PL0517'METERS BELOW THE SURFACE.
 PL0517'
 PL0517'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 PL0517'---CAD NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 PL0517'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.3 METERS
 PL0517'(43.64 FT) NORTHEAST FROM THE POWER POLE, 8.9 METERS (29.2 FT)
 PL0517'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 PL0517'AND 0.67 METER (2.2 FT) SOUTH FROM A METAL WITNESS POST.  MARK IS
 PL0517'LEVEL WITH STATION.
 PL0517'
 PL0517'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 PL0517'---CAD NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 PL0517'CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED 7.0
 PL0517'METERS (22.96 FT) SOUTH FROM THE POWER POLE, 1.53 METERS (5.0 FT)
 PL0517'EAST FROM THE SOUTHEAST CORNER OF THE WOOD FRAME BUILDING, AND 1.485
 PL0517'METERS (4.87 FT) EAST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH
 PL0517'STATION.
 PL0517'
 PL0517'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED---CAD 1980---,
 PL0517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0517'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED 10.71 METERS (53.1 FT)
 PL0517'NORTHWEST FROM THE CENTER OF A DOUBLE GATE, 5.69 METERS (18.6 FT)
 PL0517'NORTH-NORTHEAST FROM THE ENTRANCE TO THE AIRPORT LOUNGE, AND 2.58
 PL0517'METERS (8.5 FT) EAST FROM THE NORTHEAST CORNER OF THE AIRPORT LOUNGE.
 PL0517'
 PL0517'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON EAST NORTH
 PL0517'STREET FOR 0.6 KM (0.4 MI) TO MITCHELL STREET.  TURN RIGHT AND GO
 PL0517'NORTH ON MITCHELL STREET FOR 3.0 KM (1.85 MI) TO A CROSSROAD AND A
 PL0517'CAUTION LIGHT.  TURN LEFT AND GO WEST ON A PAVED STREET FOR 0.5 KM
 PL0517'(0.3 MI) TO THE AIRPORT ON THE LEFT. TURN LEFT AND GO SOUTH ON A PAVED
 PL0517'ROAD FOR 150 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 PL0517'
 PL0517'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A METAL POLE ON
 PL0517'LINE.  HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.  AN EDM
 PL0517'TIE WAS MADE TO TRIANGULATION STATION MANTON 1931.
 PL0517'
 PL0517'DESCRIBED BY J.A. KERSHNER.
 PL0517
 PL0517                          STATION RECOVERY (1980)
 PL0517
 PL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (JHC)
 PL0517'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 PL0517'RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION COMPARE
 PL0517'FAVORABLY WITH 1980 DATA.
 PL0517'
 PL0517'TO REACH AND STATION DESCRIPTION OF 1980 IS GOOD.
 PL0517'
 PL0517'PERMISSION TO USE STATION CAN BE OBTAINED FROM CARL COX,
 PL0517'ASSISTANT CITY ENGINEER, CITY OF CADILLAC, CADILLAC, MICHIGAN, 49601.
 PL0517'TELEPHONE NUMBER 616 775 0181.
 PL0517
 PL0517                          STATION RECOVERY (1996)
 PL0517
 PL0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0519 ***********************************************************************
 PL0519  DESIGNATION -  CAD AZ MK
 PL0519  PID         -  PL0519
 PL0519  STATE/COUNTY-  MI/WEXFORD
 PL0519  COUNTRY     -  US
 PL0519  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0519
 PL0519                         *CURRENT SURVEY CONTROL
 PL0519  ______________________________________________________________________
 PL0519* NAD 83(1994) POSITION- 44 16 50.86572(N) 085 24 47.01204(W)   ADJUSTED
 PL0519* NAD 83(1994) ELLIP HT-   361.823 (meters)        (02/03/97)   ADJUSTED
 PL0519* NAVD 88 ORTHO HEIGHT -   395.1   (meters)     1296.    (feet) GPS OBS
 PL0519  ______________________________________________________________________
 PL0519  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0519  GEOID HEIGHT    -        -32.900 (meters)                     GEOID93
 PL0519  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 PL0519  NAD 83(1994) X  -    365,791.254 (meters)                     COMP
 PL0519  NAD 83(1994) Y  - -4,559,356.752 (meters)                     COMP
 PL0519  NAD 83(1994) Z  -  4,430,734.895 (meters)                     COMP
 PL0519  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 PL0519  HORZ ORDER      -  FIRST
 PL0519  ELLP ORDER      -  FOURTH    CLASS I
 PL0519
 PL0519.This mark is at Wexford County Airport (CAD)
 PL0519
 PL0519.The horizontal coordinates were established by GPS observations
 PL0519.and adjusted by the National Geodetic Survey in February 1997.
 PL0519
 PL0519.The orthometric height was determined by GPS observations and a
 PL0519.high-resolution geoid model.
 PL0519
 PL0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0519.GEOID18 height accuracy estimate available here.
 PL0519
 PL0519.Click photographs - Photos may exist for this station.
 PL0519
 PL0519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0519
 PL0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0519
 PL0519.The ellipsoidal height was determined by GPS observations
 PL0519.and is referenced to NAD 83.
 PL0519
 PL0519. The following values were computed from the NAD 83(1994) position.
 PL0519
 PL0519;                    North         East     Units Scale Factor Converg.
 PL0519;SPC MI C     -   107,674.636 5,916,473.758   MT  0.99997908   -0 44 21.0
 PL0519;SPC MI C     -   353,263.24 19,411,003.14   iFT  0.99997908   -0 44 21.0
 PL0519;UTM  16      - 4,904,285.531   626,630.438   MT  0.99979721   +1 06 29.2
 PL0519
 PL0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0519!SPC MI C     -   0.99994327  x   0.99997908  =   0.99992235
 PL0519!UTM  16      -   0.99994327  x   0.99979721  =   0.99974049
 PL0519
 PL0519:                Primary Azimuth Mark                     Grid Az
 PL0519:SPC MI C     -  CAD                                      152 01 12.1
 PL0519:UTM  16      -  CAD                                      150 10 21.9
 PL0519
 PL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2663004285(NAD 83)
 PL0519
 PL0519|---------------------------------------------------------------------|
 PL0519| PID    Reference Object                     Distance      Geod. Az  |
 PL0519|                                                           dddmmss.s |
 PL0519| PL0518 CADILLAC AIRPORT BEACON              14.826 METERS 03705     |
 PL0519| PL0517 CAD                                 APPROX. 2.9 KM 1511651.1 |
 PL0519|---------------------------------------------------------------------|
 PL0519
 PL0519                          SUPERSEDED SURVEY CONTROL
 PL0519
 PL0519  NAD 83(1986)-  44 16 50.86427(N)    085 24 47.01525(W) AD(       ) 1
 PL0519  NAD 83(1986)-  44 16 50.86349(N)    085 24 47.01326(W) AD(       ) 2
 PL0519  NAD 27      -  44 16 50.83602(N)    085 24 46.82087(W) AD(       ) 2
 PL0519  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG       
 PL0519
 PL0519.Superseded values are not recommended for survey control.
 PL0519
 PL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0519.See file dsdata.pdf to determine how the superseded data were derived.
 PL0519
 PL0519_MARKER: DZ = AZIMUTH MARK DISK
 PL0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0519_STAMPING: CAD 1980
 PL0519_MARK LOGO: NGS
 PL0519_PROJECTION: FLUSH
 PL0519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0519+STABILITY: SURFACE MOTION
 PL0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0519+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 PL0519
 PL0519  HISTORY     - Date     Condition        Report By
 PL0519  HISTORY     - 1980     MONUMENTED       NGS
 PL0519  HISTORY     - 1980     GOOD             NGS
 PL0519  HISTORY     - 19871021 GOOD             NGS
 PL0519  HISTORY     - 19930621 GOOD             MIDT
 PL0519  HISTORY     - 19960705 GOOD             USPSQD
 PL0519  HISTORY     - 20070930 GOOD             WOOLPT
 PL0519
 PL0519                          STATION DESCRIPTION
 PL0519
 PL0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0519'THE STATION IS LOCATED AT THE WEXFORD COUNTY AIRPORT.
 PL0519'PERMISSION FOR THE STATION WAS OBTAINED FROM
 PL0519'MR. RAYMOND L. HILL, AIRPORT MANAGER, WEXFORD COUNTY
 PL0519'AIRPORT, 8186 EAST 34TH ROAD, CADILLAC, MI 49601.
 PL0519'TELEPHONE NUMBER 616-775-4941.
 PL0519'
 PL0519'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0519'STAMPED---CAD 1980---,
 PL0519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0519'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 PL0519'10.71 METERS (53.1 FT) NORTHWEST FROM THE CENTER OF A DOUBLE GATE,
 PL0519'5.69 METERS (18.6 FT) NORTH-NORTHEAST FROM THE ENTRANCE TO THE
 PL0519'AIRPORT LOUNGE, AND
 PL0519'2.58 METERS (8.5 FT) EAST FROM THE NORTHEAST CORNER OF THE
 PL0519'AIRPORT LOUNGE.
 PL0519'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0519'STAMPED---CAD 1980---,
 PL0519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0519'
 PL0519'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PL0519'
 PL0519'DESCRIBED BY R.L. ZURFLUH.
 PL0519
 PL0519                          STATION RECOVERY (1980)
 PL0519
 PL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PL0519'RECOVERED IN GOOD CONDITION.
 PL0519
 PL0519                          STATION RECOVERY (1987)
 PL0519
 PL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PL0519'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT NEAR THE
 PL0519'AIRPORT BEACON.  IT IS 17.6 FT (5.4 M) NORTH OF THE NORTHEAST CORNER
 PL0519'OF THE ONE-STORY PART OF A BUILDING, 8.5 FT (2.6 M) EAST OF THE
 PL0519'NORTHEAST CORNER OF THE TWO-STORY PART OF THE BUILDING AND ON RANGE
 PL0519'WITH THE NORTH WALL, 43.1 FT (13.1 M) SOUTHWEST OF THE SOUTHWEST LEG
 PL0519'OF THE AIRPORT BEACON TOWER AND 1.5 FT (0.5 M) WEST OF THE WEST EDGE
 PL0519'OF A CONCRETE SIDEWALK.  IT IS AN NGS AZIMUTH MARK DISK STAMPED CAD
 PL0519'1980 AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PL0519'GROUND.  NOTE, NGS PROJECT G-16456, PAGE 30.
 PL0519
 PL0519                          STATION RECOVERY (1993)
 PL0519
 PL0519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0519'STATION IS LOCATED ON QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0519'MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 28, T-22-N, R-9-W, HARING
 PL0519'TOWNSHIP.  IT IS IN THE CITY OF CADILLAC, ON THE NORTH EDGE OF THE
 PL0519'CADILLAC MUNICIPAL AIRPORT. IT IS 0.3 MI (0.5 KM) WEST OF THE
 PL0519'JUNCTION OF UNITED STATES HIGHWAY 131 AND BOON ROAD AT NORTHWOODS
 PL0519'AVIATION.
 PL0519'TO REACH FROM THE NORTH JUNCTION OF UNITED STATES HIGHWAY 131 AND
 PL0519'STATE HIGHWAY M-55 EAST IN CADILLAC, GO NORTH ALONG UNITED STATES
 PL0519'HIGHWAY 131 (MITCHELL ST) FOR 2.2 MI (3.5 KM) TO BOON ROAD. TURN LEFT
 PL0519'AND GO WEST ALONG BOON ROAD FOR 0.15 MI (0.24 KM) TO RAILROAD TRACK.
 PL0519'CROSS TRACKS AND CONTINUE WEST FOR 0.15 MI (0.24 KM) ALONG BOON ROAD
 PL0519'TO NORTHWOODS AVIATION BUILDING AND STATION ON THE LEFT AS DESCRIBED.
 PL0519'STATION IS 178.0 FT (54.3 M) SOUTH OF THE CENTER OF BOON ROAD, 47.0 FT
 PL0519'(14.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHERN MOST
 PL0519'BUILDING LINE, 35.0 FT (10.7 M) SOUTH OF THE NORTH BUILDING LINE
 PL0519'EXTENDED, 29.0 FT (8.8 M) NORTH OF THE SOUTHEAST CORNER OF THE
 PL0519'NORTHWOODS AVIATION BUILDING, AND 1.3 FT (0.4 M) WEST OF A 4 FOOT
 PL0519'(1.2 M) CONCRETE SIDEWALK. NO WITNESS POST EXIST AT THIS STATION.
 PL0519
 PL0519                          STATION RECOVERY (1996)
 PL0519
 PL0519'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0519'RECOVERED IN GOOD CONDITION.
 PL0519
 PL0519                          STATION RECOVERY (2007)
 PL0519
 PL0519'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (BJM)
 PL0519'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8100 ***********************************************************************
 AA8100  CBN         -  This is a Cooperative Base Network Control Station.
 AA8100  PACS        -  This is a Primary Airport Control Station.
 AA8100  DESIGNATION -  CAD C
 AA8100  PID         -  AA8100
 AA8100  STATE/COUNTY-  MI/WEXFORD
 AA8100  COUNTRY     -  US
 AA8100  USGS QUAD   -  CADILLAC NORTH (2017)
 AA8100
 AA8100                         *CURRENT SURVEY CONTROL
 AA8100  ______________________________________________________________________
 AA8100* NAD 83(2011) POSITION- 44 16 41.99446(N) 085 25 15.47596(W)   ADJUSTED
 AA8100* NAD 83(2011) ELLIP HT-   363.667 (meters)        (06/27/12)   ADJUSTED
 AA8100* NAD 83(2011) EPOCH   -  2010.00
 AA8100* NAVD 88 ORTHO HEIGHT -   396.99  (meters)     1302.5   (feet) GPS OBS
 AA8100  ______________________________________________________________________
 AA8100  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8100  GEOID HEIGHT    -        -32.914 (meters)                     GEOID93
 AA8100  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 AA8100  NAD 83(2011) X  -    365,177.441 (meters)                     COMP
 AA8100  NAD 83(2011) Y  - -4,559,599.074 (meters)                     COMP
 AA8100  NAD 83(2011) Z  -  4,430,540.132 (meters)                     COMP
 AA8100  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 AA8100
 AA8100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8100  Standards:
 AA8100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8100  -------------------------------------------------------------------
 AA8100  NETWORK    0.20   0.41           0.09   0.07   0.21      0.03343773
 AA8100  -------------------------------------------------------------------
 AA8100  Click here for local accuracies and other accuracy information.
 AA8100
 AA8100.This mark is at Wexford County Airport (CAD)
 AA8100
 AA8100.The horizontal coordinates were established by GPS observations
 AA8100.and adjusted by the National Geodetic Survey in June 2012.
 AA8100
 AA8100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8100.been affixed to the stable North American tectonic plate. See 
 AA8100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8100
 AA8100.The horizontal coordinates are valid at the epoch date displayed above
 AA8100.which is a decimal equivalence of Year/Month/Day.
 AA8100
 AA8100.The orthometric height was determined by GPS observations and a
 AA8100.high-resolution geoid model.
 AA8100
 AA8100.GPS derived orthometric heights for airport stations designated as
 AA8100.PACS or SACS are published to 2 decimal places.  This maintains
 AA8100.centimeter relative accuracy between the PACS and SACS.  It does
 AA8100.not indicate centimeter accuracy relative to other marks which are
 AA8100.part of the published vertical control network.
 AA8100
 AA8100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8100.GEOID18 height accuracy estimate available here.
 AA8100
 AA8100.Click photographs - Photos may exist for this station.
 AA8100
 AA8100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8100
 AA8100.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8100
 AA8100.The ellipsoidal height was determined by GPS observations
 AA8100.and is referenced to NAD 83.
 AA8100
 AA8100. The following values were computed from the NAD 83(2011) position.
 AA8100
 AA8100;                    North         East     Units Scale Factor Converg.
 AA8100;SPC MI C     -   107,409.017 5,915,839.101   MT  0.99997958   -0 44 41.2
 AA8100;SPC MI C     -   352,391.79 19,408,920.94   iFT  0.99997958   -0 44 41.2
 AA8100;UTM  16      - 4,903,999.644   626,004.788   MT  0.99979526   +1 06 09.1
 AA8100
 AA8100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8100!SPC MI C     -   0.99994298  x   0.99997958  =   0.99992256
 AA8100!UTM  16      -   0.99994298  x   0.99979526  =   0.99973825
 AA8100
 AA8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2600403999(NAD 83)
 AA8100
 AA8100                          SUPERSEDED SURVEY CONTROL
 AA8100
 AA8100  NAD 83(2007)-  44 16 41.99480(N)    085 25 15.47702(W) AD(2002.00) 0
 AA8100  ELLIP H (02/10/07)  363.686  (m)                       GP(2002.00)    
 AA8100  ELLIP H (07/12/02)  363.686  (m)                       GP(       ) 4 2
 AA8100  NAD 83(1994)-  44 16 41.99475(N)    085 25 15.47659(W) AD(       ) B
 AA8100  ELLIP H (09/20/95)  363.724  (m)                       GP(       ) 1 2
 AA8100
 AA8100.Superseded values are not recommended for survey control.
 AA8100
 AA8100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8100.See file dsdata.pdf to determine how the superseded data were derived.
 AA8100
 AA8100_MARKER: F = FLANGE-ENCASED ROD
 AA8100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8100_STAMPING: CAD C 1994
 AA8100_MARK LOGO: NGS
 AA8100_PROJECTION: FLUSH
 AA8100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8100+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 AA8100_ROD/PIPE-DEPTH: 20.7 meters
 AA8100_SLEEVE-DEPTH  : 1.2 meters
 AA8100
 AA8100  HISTORY     - Date     Condition        Report By
 AA8100  HISTORY     - 1994     MONUMENTED       NGS
 AA8100  HISTORY     - 20020126 GOOD             USPSQD
 AA8100  HISTORY     - 20070930 GOOD             WOOLPT
 AA8100
 AA8100                          STATION DESCRIPTION
 AA8100
 AA8100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8100'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 3
 AA8100'KM (1.85 MI) NORTH OF CADILLAC, AT THE WEXFORD COUNTY AIRPORT, ABOUT
 AA8100'0.4 KM (0.25 MI) SOUTHWEST OF THE AIRPORT OFFICE, ALONG A TRACK ROAD,
 AA8100'BETWEEN A TREE FARM AND THE AWOS MAST, ON THE DIVIDE LINE BETWEEN
 AA8100'SECTIONS 28 AND 29, T 22 N, R 9 W.  OWNERSHIP--CITY/COUNTY AIRPORT
 AA8100'AUTHORITY, CADILLAC, MI 49601.  THE AIRPORT MANAGER IS STEVE
 AA8100'WITHERSPOON, PHONE 616-779-9525.  TO REACH FROM THE JUNCTION OF U.S.
 AA8100'HIGHWAY 131 AND STATE HIGHWAY 55 EAST IN DOWNTOWN CADILLAC, GO NORTH
 AA8100'ON HIGHWAY 131 FOR 3.68 KM (2.30 MI) TO A CROSSROAD.  TURN LEFT, WEST,
 AA8100'ON EAST 34 ROAD FOR 0.79 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON THE
 AA8100'LEFT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR 0.14 KM (0.10 MI) TO A GATE
 AA8100'ON THE WEST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH GATE, THEN TURN
 AA8100'RIGHT, WEST, ON APRON/TAXI ALONG HANGARS FOR 0.10 KM (0.05 MI) TO A
 AA8100'TRACK ROAD LEFT.  BEAR LEFT, SOUTHWEST, ON ROAD FOR 0.24 KM (0.15 MI)
 AA8100'TO THE STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND.
 AA8100'STATION IS 19.2 M (63.0 FT) NORTHWEST OF THE ROAD CENTER, 32.4 M
 AA8100'(106.3 FT) WEST-SOUTHWEST OF THE CENTER OF THE AWOS MAST, 1.0 M (3.3
 AA8100'FT) EAST OF A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) WEST OF A
 AA8100'FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS
 AA8100'WITNESS POST.  DESCRIBED BY G.R.  HEID.
 AA8100
 AA8100                          STATION RECOVERY (2002)
 AA8100
 AA8100'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 AA8100'RECOVERED AS DESCRIBED
 AA8100
 AA8100                          STATION RECOVERY (2007)
 AA8100
 AA8100'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (BJM)
 AA8100'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK6376 ***********************************************************************
 DK6376  SACS        -  This is a Secondary Airport Control Station.
 DK6376  DESIGNATION -  CAD D
 DK6376  PID         -  DK6376
 DK6376  STATE/COUNTY-  MI/WEXFORD
 DK6376  COUNTRY     -  US
 DK6376  USGS QUAD   -  CADILLAC NORTH (2017)
 DK6376
 DK6376                         *CURRENT SURVEY CONTROL
 DK6376  ______________________________________________________________________
 DK6376* NAD 83(2011) POSITION- 44 16 36.38976(N) 085 24 48.53944(W)   ADJUSTED
 DK6376* NAD 83(2011) ELLIP HT-   361.991 (meters)        (06/27/12)   ADJUSTED
 DK6376* NAD 83(2011) EPOCH   -  2010.00
 DK6376* NAVD 88 ORTHO HEIGHT -   395.30  (meters)     1296.9   (feet) GPS OBS
 DK6376  ______________________________________________________________________
 DK6376  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6376  GEOID HEIGHT    -        -33.307 (meters)                     GEOID03
 DK6376  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 DK6376  NAD 83(2011) X  -    365,782.447 (meters)                     COMP
 DK6376  NAD 83(2011) Y  - -4,559,670.544 (meters)                     COMP
 DK6376  NAD 83(2011) Z  -  4,430,415.096 (meters)                     COMP
 DK6376  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 DK6376
 DK6376  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6376  Standards:
 DK6376         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6376            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6376  -------------------------------------------------------------------
 DK6376  NETWORK    0.22   0.41           0.10   0.08   0.21      0.04673627
 DK6376  -------------------------------------------------------------------
 DK6376  Click here for local accuracies and other accuracy information.
 DK6376
 DK6376.This mark is at Wexford County Airport (CAD)
 DK6376
 DK6376.The horizontal coordinates were established by GPS observations
 DK6376.and adjusted by the National Geodetic Survey in June 2012.
 DK6376
 DK6376.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6376.been affixed to the stable North American tectonic plate. See 
 DK6376.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6376
 DK6376.The horizontal coordinates are valid at the epoch date displayed above
 DK6376.which is a decimal equivalence of Year/Month/Day.
 DK6376
 DK6376.The orthometric height was determined by GPS observations and a
 DK6376.high-resolution geoid model.
 DK6376
 DK6376.GPS derived orthometric heights for airport stations designated as
 DK6376.PACS or SACS are published to 2 decimal places.  This maintains
 DK6376.centimeter relative accuracy between the PACS and SACS.  It does
 DK6376.not indicate centimeter accuracy relative to other marks which are
 DK6376.part of the published vertical control network.
 DK6376
 DK6376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6376.GEOID18 height accuracy estimate available here.
 DK6376
 DK6376.Click photographs - Photos may exist for this station.
 DK6376
 DK6376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6376
 DK6376.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6376
 DK6376.The ellipsoidal height was determined by GPS observations
 DK6376.and is referenced to NAD 83.
 DK6376
 DK6376. The following values were computed from the NAD 83(2011) position.
 DK6376
 DK6376;                    North         East     Units Scale Factor Converg.
 DK6376;SPC MI C     -   107,228.304 5,916,434.126   MT  0.99997989   -0 44 22.1
 DK6376;SPC MI C     -   351,798.90 19,410,873.12   iFT  0.99997989   -0 44 22.1
 DK6376;UTM  16      - 4,903,838.235   626,605.219   MT  0.99979713   +1 06 27.8
 DK6376
 DK6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6376!SPC MI C     -   0.99994324  x   0.99997989  =   0.99992313
 DK6376!UTM  16      -   0.99994324  x   0.99979713  =   0.99974038
 DK6376
 DK6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2660503838(NAD 83)
 DK6376
 DK6376                          SUPERSEDED SURVEY CONTROL
 DK6376
 DK6376  NAD 83(2007)-  44 16 36.39011(N)    085 24 48.54049(W) AD(2002.00) 1
 DK6376  ELLIP H (08/06/08)  362.009  (m)                       GP(2002.00) 4 1
 DK6376
 DK6376.Superseded values are not recommended for survey control.
 DK6376
 DK6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6376.See file dsdata.pdf to determine how the superseded data were derived.
 DK6376
 DK6376_MARKER: DD = SURVEY DISK
 DK6376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6376_STAMPING: CAD D 2007
 DK6376_MARK LOGO: WOOLPT
 DK6376_PROJECTION: FLUSH
 DK6376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6376+STABILITY: SURFACE MOTION
 DK6376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6376+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 DK6376
 DK6376  HISTORY     - Date     Condition        Report By
 DK6376  HISTORY     - 20070930 MONUMENTED       WOOLPT
 DK6376
 DK6376                          STATION DESCRIPTION
 DK6376
 DK6376'DESCRIBED BY WOOLPERT CONSULTANTS 2007
 DK6376'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF LUCAS,
 DK6376'6.9 MI (11.1 KM) SOUTHWEST OF JENNINGS AND 1.8 MI (2.9 KM)
 DK6376'NORTH-NORTHWEST OF CADILLAC.
 DK6376'
 DK6376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND 34 MILE ROAD, EXIT
 DK6376'183 OFF HIGHWAY 131, GO WEST 1.40 MI (2.3 KM) ON 34 MILE ROAD TO THE
 DK6376'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO SOUTH 500 FT (100.6 M)
 DK6376'ON AIRPORT ROAD TO THE ENTRANCE TO THE AIRFIELD AND THE AIRPORT
 DK6376'OFFICE.  FROM THE AIRPORT ENTRANCE CONTINUE SOUTH 0.2 MI (0.3 KM)
 DK6376'CROSSING AIRPLANE RAMP AND THEN FOLLOWING TAXIWAY TO THE JUNCTION OF
 DK6376'TAXIWAY AND RUNWAY 7/25, TURN LEFT AND GO NORTHEAST 0.15 MI (0.2 KM)
 DK6376'ON RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 DK6376'WOOLPERT AIRPORT GEODETIC CONTROL STATION MARK DISK STAMPED --CAD D
 DK6376'2007-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE POST
 DK6376'AND SET FLUSH WITH THE GROUND.
 DK6376'
 DK6376'THE STATION IS LOCATED 122.1 M (400.6 FT) SOUTH-SOUTHEAST OF THE
 DK6376'SOUTHEAST EDGE OF RUNWAY 25, 75.9 M (249.0 FT) SOUTHWEST OF A BLUE
 DK6376'TAXI MARKERS, 94.3 M (309.4 FT) NORTH-NORTHWEST OF THE EDGE OF THE
 DK6376'WINDSOCK BARRIER, AND 203.6 M (668.0 FT) NORTH OF THE NORTHERN MOST
 DK6376'WOODEN (NON-DIRECTIONAL BEACON) POLE.
 DK6376'
 DK6376'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DK6376'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK6377 ***********************************************************************
 DK6377  SACS        -  This is a Secondary Airport Control Station.
 DK6377  DESIGNATION -  CAD E
 DK6377  PID         -  DK6377
 DK6377  STATE/COUNTY-  MI/WEXFORD
 DK6377  COUNTRY     -  US
 DK6377  USGS QUAD   -  CADILLAC NORTH (2017)
 DK6377
 DK6377                         *CURRENT SURVEY CONTROL
 DK6377  ______________________________________________________________________
 DK6377* NAD 83(2011) POSITION- 44 16 32.77115(N) 085 25 35.07382(W)   ADJUSTED
 DK6377* NAD 83(2011) ELLIP HT-   364.345 (meters)        (06/27/12)   ADJUSTED
 DK6377* NAD 83(2011) EPOCH   -  2010.00
 DK6377* NAVD 88 ORTHO HEIGHT -   397.67  (meters)     1304.7   (feet) GPS OBS
 DK6377  ______________________________________________________________________
 DK6377  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6377  GEOID HEIGHT    -        -33.329 (meters)                     GEOID03
 DK6377  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 DK6377  NAD 83(2011) X  -    364,760.106 (meters)                     COMP
 DK6377  NAD 83(2011) Y  - -4,559,832.361 (meters)                     COMP
 DK6377  NAD 83(2011) Z  -  4,430,336.766 (meters)                     COMP
 DK6377  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 DK6377
 DK6377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6377  Standards:
 DK6377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6377  -------------------------------------------------------------------
 DK6377  NETWORK    0.22   0.41           0.10   0.08   0.21      0.04858984
 DK6377  -------------------------------------------------------------------
 DK6377  Click here for local accuracies and other accuracy information.
 DK6377
 DK6377.This mark is at Wexford County Airport (CAD)
 DK6377
 DK6377.The horizontal coordinates were established by GPS observations
 DK6377.and adjusted by the National Geodetic Survey in June 2012.
 DK6377
 DK6377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6377.been affixed to the stable North American tectonic plate. See 
 DK6377.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6377
 DK6377.The horizontal coordinates are valid at the epoch date displayed above
 DK6377.which is a decimal equivalence of Year/Month/Day.
 DK6377
 DK6377.The orthometric height was determined by GPS observations and a
 DK6377.high-resolution geoid model.
 DK6377
 DK6377.GPS derived orthometric heights for airport stations designated as
 DK6377.PACS or SACS are published to 2 decimal places.  This maintains
 DK6377.centimeter relative accuracy between the PACS and SACS.  It does
 DK6377.not indicate centimeter accuracy relative to other marks which are
 DK6377.part of the published vertical control network.
 DK6377
 DK6377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6377.GEOID18 height accuracy estimate available here.
 DK6377
 DK6377.Click photographs - Photos may exist for this station.
 DK6377
 DK6377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6377
 DK6377.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6377
 DK6377.The ellipsoidal height was determined by GPS observations
 DK6377.and is referenced to NAD 83.
 DK6377
 DK6377. The following values were computed from the NAD 83(2011) position.
 DK6377
 DK6377;                    North         East     Units Scale Factor Converg.
 DK6377;SPC MI C     -   107,130.024 5,915,400.844   MT  0.99998009   -0 44 55.0
 DK6377;SPC MI C     -   351,476.46 19,407,483.08   iFT  0.99998009   -0 44 55.0
 DK6377;UTM  16      - 4,903,706.722   625,575.831   MT  0.99979394   +1 05 55.3
 DK6377
 DK6377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6377!SPC MI C     -   0.99994287  x   0.99998009  =   0.99992297
 DK6377!UTM  16      -   0.99994287  x   0.99979394  =   0.99973683
 DK6377
 DK6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2557503706(NAD 83)
 DK6377
 DK6377                          SUPERSEDED SURVEY CONTROL
 DK6377
 DK6377  NAD 83(2007)-  44 16 32.77150(N)    085 25 35.07488(W) AD(2002.00) 1
 DK6377  ELLIP H (08/06/08)  364.364  (m)                       GP(2002.00) 4 1
 DK6377
 DK6377.Superseded values are not recommended for survey control.
 DK6377
 DK6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6377.See file dsdata.pdf to determine how the superseded data were derived.
 DK6377
 DK6377_MARKER: DD = SURVEY DISK
 DK6377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6377_STAMPING: CAD E 2007
 DK6377_MARK LOGO: WOOLPT
 DK6377_PROJECTION: FLUSH
 DK6377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6377+STABILITY: SURFACE MOTION
 DK6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6377+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 DK6377
 DK6377  HISTORY     - Date     Condition        Report By
 DK6377  HISTORY     - 20070930 MONUMENTED       WOOLPT
 DK6377
 DK6377                          STATION DESCRIPTION
 DK6377
 DK6377'DESCRIBED BY WOOLPERT CONSULTANTS 2007
 DK6377'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF LUCAS,
 DK6377'7.5 MI (12.0 KM) WEST-SOUTHWEST OF JENNINGS AND 2.1 MI (3.3 KM)
 DK6377'NORTHWEST OF CADILLAC.
 DK6377'
 DK6377'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND 34 MILE ROAD, EXIT
 DK6377'183 OFF HIGHWAY 131, GO WEST 1.40 MI (2.3 KM) ON 34 MILE ROAD TO THE
 DK6377'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO SOUTH 500 FT (100.6 M)
 DK6377'ON AIRPORT ROAD TO THE ENTRANCE TO THE AIRFIELD AND THE AIRPORT
 DK6377'OFFICE.  PASS THROUGH GATE AND CONTINUE SOUTH 0.10 MI (0.2 KM)
 DK6377'CROSSING RAMP AND FOLLOWING TAXIWAY TO THE JUNCTION OF TAXIWAY, TURN
 DK6377'RIGHT AND GO SOUTHWEST 0.50 MI (0.8 KM) ON TAXIWAY TO THE STATION ON
 DK6377'THE RIGHT.  THE STATION IS A STANDARD WOOLPERT AIRPORT GEODETIC
 DK6377'CONTROL STATION MARK DISK STAMPED --CAD E 2007-- SET INTO THE TOP OF A
 DK6377'12-INCH (30 CM) DIAMETER CONCRETE POST AND SET FLUSH WITH THE GROUND.
 DK6377'
 DK6377'THE STATION IS 80.8 M (265.1 FT) NORTHWEST OF THE TAXIWAY, 152 M
 DK6377'(498.7 FT) WEST-NORTHWEST OF THE INTERSECTION OF THE 2-TRACK ROAD AND
 DK6377'TAXIWAY, 76.4 M (250.7 FT) SOUTH OF THE SOUTHWEST EDGE OF A STORAGE
 DK6377'BUILDING, 81 M (265.7 FT) SOUTHEAST OF OF A ROW OF SMALL PINE TREES,
 DK6377'AND 143.8 M (471.8 FT) NORTHEAST OF THE NORTHERN MOST SET OF TWO VASI
 DK6377'BOX.
 DK6377'
 DK6377'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DK6377'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0267 ***********************************************************************
 PL0267  DESIGNATION -  CADILLAC
 PL0267  PID         -  PL0267
 PL0267  STATE/COUNTY-  MI/WEXFORD
 PL0267  COUNTRY     -  US
 PL0267  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0267
 PL0267                         *CURRENT SURVEY CONTROL
 PL0267  ______________________________________________________________________
 PL0267* NAD 83(1986) POSITION- 44 15 01.     (N) 085 23 56.     (W)   SCALED
 PL0267* NAVD 88 ORTHO HEIGHT -   401.211 (meters)     1316.31  (feet) ADJUSTED
 PL0267  ______________________________________________________________________
 PL0267  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 PL0267  DYNAMIC HEIGHT  -        401.153 (meters)     1316.12  (feet) COMP
 PL0267  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 PL0267
 PL0267  VERT ORDER      -  SECOND    CLASS 0
 PL0267
 PL0267.The horizontal coordinates were scaled from a map and have
 PL0267.an estimated accuracy of +/- 6 seconds.
 PL0267
 PL0267.The orthometric height was determined by differential leveling and
 PL0267.adjusted by the NATIONAL GEODETIC SURVEY
 PL0267.in June 1991.
 PL0267
 PL0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0267.GEOID18 height accuracy estimate available here.
 PL0267
 PL0267.Click photographs - Photos may exist for this station.
 PL0267
 PL0267.The dynamic height is computed by dividing the NAVD 88
 PL0267.geopotential number by the normal gravity value computed on the
 PL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0267.degrees latitude (g = 980.6199 gals.).
 PL0267
 PL0267.The modeled gravity was interpolated from observed gravity values.
 PL0267
 PL0267;                    North         East    Units  Estimated Accuracy
 PL0267;SPC MI C     -   104,270.    5,917,560.      MT  (+/- 180 meters Scaled)
 PL0267
 PL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ278009(NAD 83)
 PL0267
 PL0267                          SUPERSEDED SURVEY CONTROL
 PL0267
 PL0267  NGVD 29 (??/??/92)  401.299  (m)         1316.60   (f) ADJ UNCH    2 0
 PL0267
 PL0267.Superseded values are not recommended for survey control.
 PL0267
 PL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0267.See file dsdata.pdf to determine how the superseded data were derived.
 PL0267
 PL0267_MARKER: DB = BENCH MARK DISK
 PL0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0267_SP_SET: FOUNDATION
 PL0267_STAMPING: CADILLAC 1934
 PL0267_MARK LOGO: CGS
 PL0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0267
 PL0267  HISTORY     - Date     Condition        Report By
 PL0267  HISTORY     - 1934     MONUMENTED       CGS
 PL0267  HISTORY     - 1953     GOOD             CGS
 PL0267  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0267  HISTORY     - 20020426 MARK NOT FOUND   USPSQD
 PL0267
 PL0267                          STATION DESCRIPTION
 PL0267
 PL0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PL0267'AT CADILLAC.
 PL0267'AT CADILLAC, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 PL0267'HARRIS AND MAIN STREETS, AT THE CADILLAC STATE BANK BUILDING,
 PL0267'IN THE TOP OF THE FOUNDATION OF THE MOST SOUTHERLY PILLAR ON THE
 PL0267'EAST FACE OF THE BUILDING, 12.5 FEET SOUTH OF THE CENTERLINE OF
 PL0267'THE SOUTH ENTRANCE OF THE BUILDING AS IT NOW HAS TWO ENTRANCES,
 PL0267'AND ABOUT 2.5 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 PL0267'STAMPED CADILLAC 1934.
 PL0267
 PL0267                          STATION RECOVERY (1996)
 PL0267
 PL0267'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0267'MARK NOT FOUND.
 PL0267
 PL0267                          STATION RECOVERY (2002)
 PL0267
 PL0267'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0267'CHANGE  DESCRIPTION TO READ  CITIZENS  BANK INSTEAD  OF  CADILLAC
 PL0267'STATE  BANK.
 PL0267'MARK  NOT  FOUND,  BUILDING  REMODELED AND  MARK  COULD  BE  UNDER
 PL0267'STUCCO ON  SIDE  OF  BUILDING
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0512 ***********************************************************************
 PL0512  DESIGNATION -  CADILLAC
 PL0512  PID         -  PL0512
 PL0512  STATE/COUNTY-  MI/WEXFORD
 PL0512  COUNTRY     -  US
 PL0512  USGS QUAD   -  CADILLAC SOUTH (2017)
 PL0512
 PL0512                         *CURRENT SURVEY CONTROL
 PL0512  ______________________________________________________________________
 PL0512* NAD 83(2011) POSITION- 44 11 18.96224(N) 085 25 03.51065(W)   ADJUSTED
 PL0512* NAD 83(2011) ELLIP HT-   424.692 (meters)        (06/27/12)   ADJUSTED
 PL0512* NAD 83(2011) EPOCH   -  2010.00
 PL0512* NAVD 88 ORTHO HEIGHT -   457.858 (meters)     1502.16  (feet) ADJUSTED
 PL0512  ______________________________________________________________________
 PL0512  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 PL0512  NAD 83(2011) X  -    366,001.146 (meters)                     COMP
 PL0512  NAD 83(2011) Y  - -4,566,555.020 (meters)                     COMP
 PL0512  NAD 83(2011) Z  -  4,423,438.264 (meters)                     COMP
 PL0512  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 PL0512  DYNAMIC HEIGHT  -        457.790 (meters)     1501.93  (feet) COMP
 PL0512  MODELED GRAVITY -    980,456.3   (mgal)                       NAVD 88
 PL0512
 PL0512  VERT ORDER      -  FIRST     CLASS II
 PL0512
 PL0512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0512  Standards:
 PL0512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0512  -------------------------------------------------------------------
 PL0512  NETWORK    0.30   0.49           0.14   0.09   0.25      0.11813534
 PL0512  -------------------------------------------------------------------
 PL0512  Click here for local accuracies and other accuracy information.
 PL0512
 PL0512.The horizontal coordinates were established by GPS observations
 PL0512.and adjusted by the National Geodetic Survey in June 2012.
 PL0512
 PL0512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0512.been affixed to the stable North American tectonic plate. See 
 PL0512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0512
 PL0512.The horizontal coordinates are valid at the epoch date displayed above
 PL0512.which is a decimal equivalence of Year/Month/Day.
 PL0512
 PL0512.The orthometric height was determined by differential leveling and
 PL0512.adjusted by the NATIONAL GEODETIC SURVEY
 PL0512.in October 2009.
 PL0512
 PL0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0512.GEOID18 height accuracy estimate available here.
 PL0512
 PL0512.Click photographs - Photos may exist for this station.
 PL0512
 PL0512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0512
 PL0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0512
 PL0512.The ellipsoidal height was determined by GPS observations
 PL0512.and is referenced to NAD 83.
 PL0512
 PL0512.The dynamic height is computed by dividing the NAVD 88
 PL0512.geopotential number by the normal gravity value computed on the
 PL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0512.degrees latitude (g = 980.6199 gals.).
 PL0512
 PL0512.The modeled gravity was interpolated from observed gravity values.
 PL0512
 PL0512. The following values were computed from the NAD 83(2011) position.
 PL0512
 PL0512;                    North         East     Units Scale Factor Converg.
 PL0512;SPC MI C     -    97,435.880 5,915,975.215   MT  0.99999880   -0 44 32.7
 PL0512;SPC MI C     -   319,671.52 19,409,367.50   iFT  0.99999880   -0 44 32.7
 PL0512;UTM  16      - 4,894,037.994   626,462.080   MT  0.99979669   +1 06 11.1
 PL0512
 PL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0512!SPC MI C     -   0.99993341  x   0.99999880  =   0.99993221
 PL0512!UTM  16      -   0.99993341  x   0.99979669  =   0.99973012
 PL0512
 PL0512:                Primary Azimuth Mark                     Grid Az
 PL0512:SPC MI C     -  CADILLAC AZ MK                           167 40 45.9
 PL0512:UTM  16      -  CADILLAC AZ MK                           165 50 02.1
 PL0512
 PL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2646294037(NAD 83)
 PL0512
 PL0512|---------------------------------------------------------------------|
 PL0512| PID    Reference Object                     Distance      Geod. Az  |
 PL0512|                                                           dddmmss.s |
 PL0512| PL0514 CADILLAC WHITE STACK                APPROX. 8.5 KM 0051201.0 |
 PL0512| PL0516 CADILLAC MUNICIPAL TANK             APPROX. 7.8 KM 0130200.9 |
 PL0512| PL0513 CADILLAC CABLE TV MAST              APPROX. 3.8 KM 0192209.2 |
 PL0512| PL0582 CADILLAC RM 3                        37.134 METERS 03648     |
 PL0512| PL0510 CADILLAC WWTV TV MAST               APPROX. 8.3 KM 1335547.5 |
 PL0512| CH1782 CADILLAC RM 1 AZIMUTH                              16627     |
 PL0512| PL0583 CADILLAC AZ MK                                     1665613.2 |
 PL0512| PL0576 CADILLAC AZ MK 2                    369.326 METERS 24934     |
 PL0512| PL0581 CADILLAC RM 2                        50.484 METERS 25003     |
 PL0512| PL0515 MANTON                              APPROX.18.2 KM 3584047.0 |
 PL0512|---------------------------------------------------------------------|
 PL0512
 PL0512                          SUPERSEDED SURVEY CONTROL
 PL0512
 PL0512  NAD 83(2007)-  44 11 18.96260(N)    085 25 03.51141(W) AD(2002.00) B
 PL0512  ELLIP H (10/23/09)  424.701  (m)                       GP(2002.00) 3 1
 PL0512  NAD 83(2007)-  44 11 18.96242(N)    085 25 03.51435(W) AD(2002.00) 0
 PL0512  ELLIP H (02/10/07)  424.688  (m)                       GP(2002.00)    
 PL0512  ELLIP H (07/17/02)  424.691  (m)                       GP(       ) 4 1
 PL0512  NAD 83(1994)-  44 11 18.96288(N)    085 25 03.51292(W) AD(       ) 1
 PL0512  ELLIP H (02/03/97)  424.729  (m)                       GP(       ) 4 1
 PL0512  NAD 83(1986)-  44 11 18.96145(N)    085 25 03.51625(W) AD(       ) 1
 PL0512  NAD 27      -  44 11 18.93158(N)    085 25 03.32539(W) AD(       ) 1
 PL0512  NAVD 88 (01/22/93)  457.9    (m)  UNKNOWN  model used  GPS OBS        
 PL0512  NGVD 29 (07/19/86)  457.7    (m)         1502.     (f) VERT ANG       
 PL0512
 PL0512.Superseded values are not recommended for survey control.
 PL0512
 PL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0512.See file dsdata.pdf to determine how the superseded data were derived.
 PL0512
 PL0512_MARKER: DS = TRIANGULATION STATION DISK
 PL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0512_STAMPING: CADILLAC 1931
 PL0512_MARK LOGO: CGS
 PL0512_PROJECTION: RECESSED 60 CENTIMETERS
 PL0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0512+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0512
 PL0512  HISTORY     - Date     Condition        Report By
 PL0512  HISTORY     - 1931     MONUMENTED       CGS
 PL0512  HISTORY     - 1931     GOOD             CGS
 PL0512  HISTORY     - 1957     GOOD             CGS
 PL0512  HISTORY     - 1980     GOOD             NGS
 PL0512  HISTORY     - 19850501 GOOD             NGS
 PL0512  HISTORY     - 19850511 GOOD             NGS
 PL0512  HISTORY     - 19910325 GOOD             USFS
 PL0512  HISTORY     - 19930408 GOOD             MIDT
 PL0512  HISTORY     - 19960705 GOOD             USPSQD
 PL0512  HISTORY     - 20080326 GOOD             COLEM
 PL0512
 PL0512                          STATION DESCRIPTION
 PL0512
 PL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0512'ABOUT 4.5 MILES SOUTH OF CADILLAC, NEAR CENTER OF NE 1/4 SEC. 29, T.
 PL0512'21 N., R. 9 W.
 PL0512'
 PL0512'TO REACH FROM CADILLAC, GO SOUTH FROM POST OFFICE 4.0 MILES ON ROUTE
 PL0512'131 TO CROSSROADS, TURN WEST AND FOLLOW 0.5 MILE TO ROAD LEADING
 PL0512'SOUTH, FOLLOW THIS ROAD 0.4 MILE, TURN RIGHT INTO LANE ABOUT 80 YARDS
 PL0512'SOUTH OF SWEDISH LUTHERAN CHURCH ON WEST SIDE OF ROAD, AND FOLLOW THIS
 PL0512'LANE PAST HOUSE OF JOHN G. ANDERSON TO TOP OF GRADE AND STATION SITE.
 PL0512'
 PL0512'STATION IS ON HIGHEST GROUND IN FIELD, 62 METERS (203 FEET) SOUTHWEST
 PL0512'OF SOUTHEAST CORNER OF FARMHOUSE, 26.8 METERS/88 FEET) WEST OF LONE
 PL0512'APPLE TREE, AND 4.3 METERS/14 FEET) NORTH EAST-AND-WEST WAGON ROAD.
 PL0512'SURFACE AND UNDEGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0512'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 PL0512'DISKS IN CONCRETE, NOTE 11A.
 PL0512'
 PL0512'NO. 1 IS ON WEST OF NORTH-AND-SOUTH ROAD, IN FENCE LINE JUST ACROSS
 PL0512'ROAD (WEST) FROM OLD CHURCH, AND APPROXIMATELY 1/2 MILE FROM STATION
 PL0512'IN AZIMUTH 346 DEG. 27 MIN. 01 SEC.
 PL0512'
 PL0512'NO. 2 IS IN NORTH-AND-SOUTH FENCE LINE, 6 METERS (20 FEET) SOUTH OF
 PL0512'NORTHEAST CORNER OF FENCE, 8 METERS (26 FEET) SOUTH OF CENTER LINE OF
 PL0512'WAGON ROAD, AND 50.44 METERS (165.5 FEET) FROM STATION IN AZIMUTH 70
 PL0512'DEG. 03 MIN.
 PL0512
 PL0512                          STATION RECOVERY (1931)
 PL0512
 PL0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PL0512'RECOVERED IN GOOD CONDITION.
 PL0512
 PL0512                          STATION RECOVERY (1957)
 PL0512
 PL0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 PL0512'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 PL0512'CONDITION.  REFERENCE MARK 1 WAS FOUND IN POOR CONDITION, THE COMPLETE
 PL0512'EAST SIDE OF THE MONUMENT WAS EXPOSED DUE TO GRADING OF A DITCH LINE,
 PL0512'ALTHOUGH THE MONUMENT SEEMED TO BE SOLID.  REFERENCE MARK 1 WAS
 PL0512'DESTROYED AT THE REQUEST OF THE WEXFORD COUNTY HIGHWAY DEPARTMENT,
 PL0512'AFTER REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 PL0512'DIFFERENCE OF 6.0 SECONDS WAS FOUND IN THE DIRECTION BETWEEN REFERENCE
 PL0512'MARK 1 AND REFERENCE MARK 2.  A DIFFERENCE OF 0.14 OF A FOOT LONGER
 PL0512'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2.  THE SWEDISH LUTHERAN
 PL0512'CHURCH MENTIONED IN THE 1931 DESCRIPTION IS NO LONGER IN EXISTANCE.
 PL0512'THE EAST AND WEST WAGON ROAD MENTIONED IN THE 1931 DESCRIPTION IS NOT
 PL0512'IN ITS ORIGINAL LOCATION.  THE PROPERTY IS OWNED BY MR. ALGOT
 PL0512'ANDERSON, WHO LIVES IN THE FRAME HOUSE JUST TO THE NORTHEAST OF THE
 PL0512'STATION.
 PL0512'
 PL0512'A COMPLETE NEW DESCRIPTION FOLLOWS-
 PL0512'
 PL0512'THE STATION IS LOCATED ON A HIGH HILL IN A PASTURE FIELD, ABOUT 5
 PL0512'MILES SOUTH OF CADILLAC ON THE PROPERTY OF MR. ALGOT ANDERSON.  IT IS
 PL0512'88 FEET WEST OF AN 18 INCH APPLE TREE, 56 FEET NORTH OF THE CENTERLINE
 PL0512'OF A TRACK ROAD, 123 FEET SOUTHWEST OF A WHITE WITNESS POST AND 203
 PL0512'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE MONUMENT
 PL0512'IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED CADILLAC 1931.  (NOTE
 PL0512'1A7A).
 PL0512'
 PL0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0512'HIGHWAY 115 ABOUT 4 MILES SOUTH OF CADILLAC, GO SOUTH ON HIGHWAY 131
 PL0512'FOR 0.5 MILE TO A CROSSROAD (EAST 48 ROAD).  TURN RIGHT AND GO WEST ON
 PL0512'THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD (SOUTH 41 ROAD).  TURN
 PL0512'LEFT AND GO SOUTH ON THE GRAVELED ROAD UP HILL FOR 0.35 MILE TO A
 PL0512'DRIVEWAY ON THE RIGHT*.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR
 PL0512'0.05 MILE TO A HOUSE ON THE RIGHT, CONTINUE WEST ON TRACK ROAD FOR
 PL0512'0.05 MILE TO THE STATION ON THE RIGHT, NEAR THE HIGHEST PART OF THE
 PL0512'HILL.
 PL0512'
 PL0512'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 PL0512'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 PL0512'
 PL0512'REFERENCE MARK 2 IS SET IN A FENCE LINE, 23 FEET SOUTH OF THE
 PL0512'CENTERLINE OF THE TRACK ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE
 PL0512'DISK IS STAMPED CADILLAC NO 2 1931 (NOTE 11A).
 PL0512'
 PL0512'REFERENCE MARK 3 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PL0512'FRAME SHED, 2 FEET WEST OF A WHITE WITNESS POST, 88 FEET NORTH OF THE
 PL0512'18 INCH APPLE TREE, 91 FEET WEST OF THE SOUTHEAST CORNER OF THE FRAME
 PL0512'HOUSE AND 106 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD.  THE
 PL0512'MONUMENT IS FLUSH AND THE DISK IS STAMPED CADILLAC NO 3 1931.
 PL0512'
 PL0512'THE AZIMUTH MARK IS 1 FOOT NORTH OF A POWERLINE POLE, 1 FOOT NORTHWEST
 PL0512'OF A WHITE WITNESS POST AND 42 FEET WEST OF THE CENTERLINE OF THE
 PL0512'GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PL0512'CADILLAC 1931.
 PL0512
 PL0512                          STATION RECOVERY (1980)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0512'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 PL0512'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 PL0512'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1957 DATA.  THE DIRECTION
 PL0512'TO THE AZIMUTH MARK COMPARED FAVORABLY WITH THE 1957 DATA.
 PL0512'
 PL0512'THE STATION IS LOCATED ABOUT 16.5 KM (10-1/4 MI) WEST OF MCBAIN, 10 KM
 PL0512'(6-1/4 MI) NORTH-NORTHEAST OF TUSTIN, 8KM (5 MI) SOUTH-SOUTHWEST OF
 PL0512'CADILLAC, 0.4 KM (1/4 MI) EAST OF U.S. HIGHWAY 131 AND IN THE
 PL0512'NE1/4,S29,T21N,R9W OF CLAM LAKE TOWNSHIP.  PERMISSION TO USE THE
 PL0512'STATION WAS OBTAINED FROM MR. GORDON ROUSH, 2905 NORTH WALDO, RT 1,
 PL0512'MIDLAND, MI 48640.  TELEPHONE NUMBER 517-631-4149.
 PL0512'
 PL0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0512'HIGHWAY 115, ABOUT 6.4 KM (4 MI) SOUTH OF CADILLAC, GO SOUTHEAST ON
 PL0512'HIGHWAY 115 FOR 0.7 KM (0.45 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 PL0512'SOUTH ON A PAVED ROAD FOR 2.4 KM (1.5 MI) TO A CROSSROAD.  TURN RIGHT
 PL0512'AND GO WEST ON E 50 RD FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  TURN RIGHT
 PL0512'AND GO NORTH ON S 41 RD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON
 PL0512'THE LEFT. CONTINUE NORTH ON S 41 RD FOR 0.6 KM (0.4 MI) TO A DRIVEWAY
 PL0512'ON THE LEFT. TURN LEFT AND GO WEST ON A DIM TRACK ROAD FOR 0.2 KM
 PL0512'(0.1 MI) TO THE STATION ON THE RIGHT.
 PL0512'
 PL0512'THE STATION IS A STANDARD CGS DISK STAMPED---CADILLAC 1931---, SET
 PL0512'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE RECESSED 50
 PL0512'CM BELOW THE GROUND.  IT IS LOCATED 17.4 METERS (57.1 FT) NORTH FROM
 PL0512'THE DIM TRACK ROAD.
 PL0512'
 PL0512'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK STAMPED
 PL0512'---CADILLAC NO 2 1931---, SET INTO THE TOP OF A SQUARE CONCRETE
 PL0512'MONUMENT 35 CM ON A SIDE PROJECTING 3 CM ABOVE THE GROUND.  IT IS
 PL0512'LOCATED 7.5 METERS (24.1 FT) SOUTH FROM THE DIM TRACK ROAD.  MARK IS
 PL0512'BELOW STATION 1.8 METERS.
 PL0512'
 PL0512'REFERENCE MARK NUMBER 03 IS A STANDARD CGS AZIMUTH MARK DISK STAMPED
 PL0512'---CADILLAC NO 3 1931---, SET INTO THE TOP OF A SQUARE CONCRETE
 PL0512'MONUMENT 35 CM ON A SIDE FLUSH WITH GROUND.  IT IS LOCATED 0.43 METER
 PL0512'(1.2 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF AN OLD OUT
 PL0512'BUILDING.  MARK IS BELOW STATION 1.2 METERS.
 PL0512'
 PL0512'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 PL0512'---CADILLAC 1931---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 36
 PL0512'CM ON A SIDE PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED 12.5
 PL0512'METERS (41.0 FT) WEST FROM THE CENTER OF S 41 RD, 0.50 METER (1.65 FT)
 PL0512'EAST FROM A METAL WITNESS POST AND 0.33 METER (1.1 FT) NORTH FROM A
 PL0512'POWER POLE.
 PL0512'
 PL0512'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE CREST OF A HILL.
 PL0512'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.9 METERS.  AZIMUTH MARK IS
 PL0512'NOT VISIBLE FROM THE GROUND AT THE STATION.
 PL0512
 PL0512                          STATION RECOVERY (1985)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0512'OWNERSHIP--MR GORDON ROUSH OF 2905 N WALDO ROUTE 1 MIDLAND, MICHIGAN
 PL0512'48640.
 PL0512'
 PL0512'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 131 AND STATE
 PL0512'HIGHWAY 115, GO SOUTHEAST ON HIGHWAY 115 FOR 0.7 KM (0.45 MI) TO A
 PL0512'CROSSROAD, MACKINAW TRAIL.  TURN RIGHT AND GO SOUTH ALONG MACKINAW
 PL0512'TRAIL FOR 2.4 KM (1.50 MI) TO A CROSSROAD E NO 50 RD.  TURN RIGHT AND
 PL0512'GO WEST ALONG E NO 50 RD FOR 0.8 KM (0.50 MI) TO A CROSSROAD S NO 41
 PL0512'RD. TURN RIGHT AND GO NORTH ON S NO 41 RD FOR 0.4 KM (0.25 MI) TO
 PL0512'AZIMUTH MARK ONE ON THE LEFT. CONTINUE NORTH ON S NO 41 RD FOR 0.6 KM
 PL0512'(0.35 MI) TO A DRIVEWAY ON LEFT AND GATE.  TURN LEFT PASSING THROUGH
 PL0512'GATE FOLLOWING DRIVEWAY FOR 0.2 KM (0.10 MI) TO STATION IN A
 PL0512'CULTIVATED FIELD ABOUT 20 INCHES BELOW GROUND SURFACE.
 PL0512'
 PL0512'THE STATION IS A STANDARD CGS DISK STAMPED--CADILLAC 1931--, SET INTO
 PL0512'THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12 INCHES) IN DIAMETER,
 PL0512'RECESSED 60 CM (20 INCHES) BELOW THE GROUND.
 PL0512'
 PL0512'THE STATION IS LOCATED 25.603 METERS (83.999 FT) WEST NORTHWEST FROM
 PL0512'AN APPLE TREE AND 37.186 METERS (122.001 FT) SOUTHWEST FROM THE
 PL0512'SOUTHWEST CORNER OF A SMALL SHED.
 PL0512'
 PL0512'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CADILLAC NO 2
 PL0512'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12
 PL0512'INCHES) IN DIAMETER, PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.
 PL0512'
 PL0512'THE STATION IS LOCATED 8.534 METERS (27.999 FT) SOUTH FROM THE EDGE OF
 PL0512'CULTIVATED FIELD 2.743 METERS (8.999 FT) WEST FROM THE EDGE OF
 PL0512'CULTIVATED FIELD AND 0.518 METERS (1.699 FT) EAST FROM A WITNESS POST
 PL0512'AND 1.8 METERS (5.9 FT) BELOW THE STATION.
 PL0512'
 PL0512'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--CADILLAC NO 3
 PL0512'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12
 PL0512'INCHES) IN DIAMETER, FLUSH WITH GROUND.
 PL0512'
 PL0512'THE STATION IS LOCATED 0.366 METERS (1.201 FT) SOUTH SOUTHWEST FROM
 PL0512'THE SOUTHWEST CORNER OF SHED AND 0.366 METERS (1.201 FT) NORTH FROM A
 PL0512'WITNESS POST AND 1.2 METERS (3.9 FT) BELOW THE STATION.
 PL0512'
 PL0512'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CADILLAC 1931--, SET
 PL0512'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM IN DIAMETER
 PL0512'PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.
 PL0512'
 PL0512'THE STATION IS LOCATED 12.5 METERS (41.0 FT) WEST FROM THE CENTERLINE
 PL0512'OF S 41 ROAD 0.5 METERS (1.6 FT) EAST FROM A METAL WITNESS POST AND
 PL0512'0.33 METERS (1.08 FT) NORTH FROM A UTILITY POLE.
 PL0512'
 PL0512'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CADILLAC 1931 NO 2
 PL0512'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10
 PL0512'INCHES) IN DIAMETER, FLUSH WITH GROUND.
 PL0512'
 PL0512'THE STATION IS LOCATED 44.623 METERS (146.401 FT) EAST FROM THE
 PL0512'CENTERLINE OF U.S HIGHWAY 131 41.453 METERS (136.000 FT) WEST FROM THE
 PL0512'CENTERLINE OF REST AREA ON RAMP TO HIGHWAY 131 14.508 METERS (47.598
 PL0512'FT) NORTHEAST FROM A 18 INCH MAPLE TREE 16.612 METERS (54.501 FT)
 PL0512'NORTHEAST FROM A 24 INCH MAPLE TREE AND 0.579 METERS (1.900 FT) EAST
 PL0512'FROM A WITNESS POST.
 PL0512'
 PL0512'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ACROSS
 PL0512'CULTIVATED FIELD FOR 0.37 KM (0.20 MI) 0.2 MILES (0.3 KM) TO A KNOLL
 PL0512'IN THE NORTHWEST PART OF A REST AREA ALONG U.S HIGHWAY 131 AND ON
 PL0512'PROPERTY OF M.D.O.T REST AREA PROPERTY.
 PL0512
 PL0512                          STATION RECOVERY (1985)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PL0512'STATION IS LOCATED IN QUAD. 440852, ABOUT 7.2 KM (4.47 MI) SOUTH OF
 PL0512'CADILLAC, NEAR THE CENTER OF THE NORTHEAST 1/4 SEC. 29, T-29-N, R-9-W,
 PL0512'AND ON PROPERTY OF MR. GORDON ROUSH OF 2905 N. WALDO, ROUTE 1,
 PL0512'MIDLAND, MICHIGAN 48640 (PHONE NUMBER (517)  631-4149).
 PL0512'
 PL0512'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE HIGHWAY 115,
 PL0512'ABOUT6.4 KM (0.25 MI) SOUTH OF CADILLAC, GO SOUTHEAST ON HIGHWAY 115
 PL0512'FOR 0.7 KM (0.43 MI) TO A CROSSROAD, (MACKINAW TRAIL).  TURN RIGHT AND
 PL0512'GO SOUTH ALONG MACKINAW TRAIL FOR 2.4 KM (1.49 MI) TO A CROSSROAD, (E.
 PL0512'NO 50 ROAD).  TURN RIGHT AND GO WEST ALONG E. NO. 50 ROAD FOR 0.8 KM
 PL0512'(0.50 MI) TO A CROSSROAD, (S. NO. 41 ROAD).  TURN RIGHT AND GO NORTH
 PL0512'ON S. NO. 41 ROAD FOR 0.4 KM (0.25 MI) TO AZIMUTH MARK ONE ON THE
 PL0512'LEFT. CONTINUE NORTH ON S. NO. 41 ROAD FOR 0.6 KM (0.37 MI) TO A
 PL0512'DRIVEWAY ON LEFT AND A GATE.  TURN LEFT PASSING THROUGH GATE FOLLOWING
 PL0512'DRIVEWAY FOR 0.2 KM (0.12 MI) TO STATION IN A CULTIVATED FIELD.
 PL0512'
 PL0512'STATION IS SET RECESSED ABOUT 20 INCHES BELOW THE GROUND SURFACE.  IT
 PL0512'IS LOCATED 165.6 FEET EAST FROM CADILLAC RM 2, 121.8 FEET SOUTHWEST
 PL0512'FROM CADILLAC RM 3, 37.19 M (122.01 FT) SOUTHWEST FROM THE SOUTHWEST
 PL0512'CORNER OF A SMALL SHED AND 25.6 M (83.99 FT) WEST-NORTHWEST FROM AN
 PL0512'APPLE TREE.
 PL0512'
 PL0512'A TRAVERSE CONNECTION WAS MADE TO CADILLAC AZIMUTH MARK TWO USING
 PL0512'ELECTRONIC DISTANCE MEASURING EQUIPMENT.  AZIMUTH MARK ONE IS NOT
 PL0512'VISIBLE GROUND TO GROUND TO STATION CADILLAC 1931.  HEIGHT OF TARGET
 PL0512'SHOWN ABOVE THE MARK WAS 1.5 METERS.  RECOVERY BY RONALD L. RAMSEY,
 PL0512'NGS GEODETIC ADVISOR - MICHIGAN.
 PL0512
 PL0512                          STATION RECOVERY (1991)
 PL0512
 PL0512'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0512'FROM THE INTERSECTION OF M-55 AND BUSINESS US-131 IN DOWNTOWN CADILLAC
 PL0512'PROCEED SOUTH ON US-131, 3.5 MI (5.6 KM) TO ITS INTERSECTION WITH
 PL0512'M-115, TURN SOUTHEAST AND GO 0.5 MI (0.8 KM) TO S 41 1/2 ROAD, TURN
 PL0512'SOUTH AND GO 0.5 MI (0.8 KM) TO E.48 ROAD, TURN WEST AND GO 1.0 MI
 PL0512'(1.6 KM) TO S.41 ROAD, TURN SOUTH AND GO 0.3 MI (0.5 KM) TO A DRIVEWAY
 PL0512'ON THE SOUTH SIDE OF CEMETERY ON THE WEST SIDE OF ROAD, TRAVEL
 PL0512'SOUTHWEST ON DRIVEWAY AND GO 600 FT (182.9 M) MORE OR LESS TO THE
 PL0512'HIGHEST POINT OF A SMALL KNOLL IN AN OPEN FIELD AND THE STATION, 10 FT
 PL0512'(3.0 M) NORTH OF 2-TRACK OVER KNOLL, ABOUT 300 FT (91.4 M) WEST OF AN
 PL0512'OLD BARN, MAP POSITION IS NEAR THE NORTH 1/16 CORNER OF SECTION 29
 PL0512'T21N R9W.  R.M. 2 BEAR S70W AND R.M 3 BEAR N38E.  THE AZIMUTH MARK WAS
 PL0512'NOT SEARCHED FOR.  THE 18 INCH APPLE TREE IS GONE.  THE PREVIOUSLY
 PL0512'DESCRIBED 2-TRACK 56 FT (17.1 M) SOUTH OF STATION IS NO LONGER
 PL0512'EVIDENT, ALL THAT REMAINS OF THE FRAME HOUSE IS PART OF THE STONE
 PL0512'FOUNDATION. REFERENCE MARKS ARE NOW IDENTIFIED WITH FIBERGLASS WITNESS
 PL0512'POSTS. THE SURFACE MARK IS A 3 1/2 INCH DISK SURROUNDED BY CONCRETE
 PL0512'ABOUT 16 INCHES BELOW THE SURFACE.  A CONCRETE PLUG HAS BEEN PLACED
 PL0512'OVER THE MONUMENT WITH CHAIN HANDLE TO AID IN UNCOVERING.
 PL0512
 PL0512                          STATION RECOVERY (1993)
 PL0512
 PL0512'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0512'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0512'MAP.  IT IS IN THE NORTHEAST 1/4 SECTION 29, T-21-N, R-9-W, CLAM LAKE
 PL0512'TOWNSHIP.  ABOUT 10 MI (16.1 KM) WEST FROM MCBAIN, ABOUT 6 MI (9.7 KM)
 PL0512'NORTHEAST FROM TUSTIN, ABOUT 5 MI (8.0 KM) SOUTHWEST FROM CADILLAC AND
 PL0512'ABOUT 0.25 MI (0.40 KM) EAST FROM UNITED STATES HIGHWAY 131.
 PL0512'PERMISSION TO USE THE STATION WAS OBTAINED FROM MR. GORDON ROUSH, 2905
 PL0512'NORTH WALDO, RT 1, MIDLAND, MI 48640, TELEPHONE NUMBER 517-631-4149.
 PL0512'
 PL0512'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0512'HIGHWAY M-115, ABOUT 4 MI (6.4 KM) SOUTH OF CADILLAC, GO SOUTHEAST ON
 PL0512'STATE HIGHWAY M-115 FOR 0.45 MI (0.72 KM) TO A CROSSROAD. TURN RIGHT
 PL0512'AND GO SOUTH ON A PAVED ROAD FOR 1.5 MI (2.4 KM) TO A CROSSROAD. TURN
 PL0512'RIGHT AND GO WEST ON COUNTY ROAD E 50 FOR 0.5 MI (0.8 KM) TO A
 PL0512'CROSSROAD.  TURN RIGHT AND GO NORTH ON COUNTY ROAD S 41 FOR 0.65 MI
 PL0512'(1.05 KM) TO A DRIVEWAY ON THE LEFT. TURN LEFT AND GO WEST ON A DRIVE
 PL0512'AND FARM LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT AS
 PL0512'DESCRIBED.
 PL0512'
 PL0512'STATION IS A BRONZE DISK IN A CONCRETE MONUMENT SET 1 FT (0.3 M)
 PL0512'BELOW GROUND. IT IS 166.0 FT (50.6 M) EAST OF REFERENCE MONUMENT
 PL0512'NUMBER 2, 124.0 FT (37.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A 18
 PL0512'FT (5.5 M) BY 24 FT (7.3 M) WOOD SHED, 121.7 FT (37.1 M) SOUTHWEST OF
 PL0512'REFERENCE MONUMENT NUMBER 3 (WHICH IS 1.3 FT (0.4 M) SOUTHWEST OF THE
 PL0512'SOUTHWEST CORNER OF A 16 FT (4.9 M) BY 24 FT (7.3 M) WOOD SHED), 115
 PL0512'FT (35.1 M) SOUTHWEST OF A 6 INCH ELM TREE AND 88.0 FT (26.8 M) WEST
 PL0512'OF A 10-INCH APPLE TREE.  NO WITNESS POST WAS SET AT THIS STATION.
 PL0512
 PL0512                          STATION RECOVERY (1996)
 PL0512
 PL0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0512'RECOVERED IN GOOD CONDITION.
 PL0512
 PL0512                          STATION RECOVERY (2008)
 PL0512
 PL0512'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0512'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0266 ***********************************************************************
 PL0266  DESIGNATION -  CADILLAC 2
 PL0266  PID         -  PL0266
 PL0266  STATE/COUNTY-  MI/WEXFORD
 PL0266  COUNTRY     -  US
 PL0266  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0266
 PL0266                         *CURRENT SURVEY CONTROL
 PL0266  ______________________________________________________________________
 PL0266* NAD 83(1986) POSITION- 44 15 02.00   (N) 085 23 53.20   (W)   HD_HELD1
 PL0266* NAVD 88 ORTHO HEIGHT -   404.555 (meters)     1327.28  (feet) ADJUSTED
 PL0266  ______________________________________________________________________
 PL0266  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 PL0266  DYNAMIC HEIGHT  -        404.497 (meters)     1327.09  (feet) COMP
 PL0266  MODELED GRAVITY -    980,462.2   (mgal)                       NAVD 88
 PL0266
 PL0266  VERT ORDER      -  FIRST     CLASS II
 PL0266
 PL0266.The horizontal coordinates were determined by differentially corrected
 PL0266.hand held GPS observations or other comparable positioning techniques
 PL0266.and have an estimated accuracy of +/- 3 meters.
 PL0266
 PL0266.The orthometric height was determined by differential leveling and
 PL0266.adjusted by the NATIONAL GEODETIC SURVEY
 PL0266.in June 1991.
 PL0266
 PL0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0266.GEOID18 height accuracy estimate available here.
 PL0266
 PL0266.Click photographs - Photos may exist for this station.
 PL0266
 PL0266.The dynamic height is computed by dividing the NAVD 88
 PL0266.geopotential number by the normal gravity value computed on the
 PL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0266.degrees latitude (g = 980.6199 gals.).
 PL0266
 PL0266.The modeled gravity was interpolated from observed gravity values.
 PL0266
 PL0266;                    North         East    Units  Estimated Accuracy
 PL0266;SPC MI C     -   104,299.4   5,917,624.1     MT  (+/- 3 meters HH1 GPS) 
 PL0266
 PL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2788800949(NAD 83)
 PL0266
 PL0266                          SUPERSEDED SURVEY CONTROL
 PL0266
 PL0266  NGVD 29 (??/??/92)  404.642  (m)         1327.56   (f) ADJ UNCH    2 0
 PL0266
 PL0266.Superseded values are not recommended for survey control.
 PL0266
 PL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0266.See file dsdata.pdf to determine how the superseded data were derived.
 PL0266
 PL0266_MARKER: DB = BENCH MARK DISK
 PL0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0266_SP_SET: WATER TABLE
 PL0266_STAMPING: CADILLAC 2 1934
 PL0266_MARK LOGO: CGS
 PL0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0266+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0266
 PL0266  HISTORY     - Date     Condition        Report By
 PL0266  HISTORY     - 1934     MONUMENTED       CGS
 PL0266  HISTORY     - 19960705 GOOD             USPSQD
 PL0266  HISTORY     - 20020426 GOOD             USPSQD
 PL0266  HISTORY     - 20021007 GOOD             USPSQD
 PL0266  HISTORY     - 20080326 GOOD             COLEM
 PL0266
 PL0266                          STATION DESCRIPTION
 PL0266
 PL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0266'AT CADILLAC.
 PL0266'AT CADILLAC, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 PL0266'EAST HARRIS AND SOUTH SHELBY STREETS, AT THE POST OFFICE, IN
 PL0266'THE WATER TABLE OF THE EAST FACE OF THE BUILDING, 9 FEET
 PL0266'SOUTH OF THE CENTERLINE OF THE EAST ENTRANCE, 80 FEET SOUTH OF
 PL0266'THE CENTERLINE OF EAST HARRIS STREET, 57 FEET WEST OF THE
 PL0266'CENTERLINE OF SOUTH SHELBY STREET, AND ABOUT 2.5 FEET HIGHER
 PL0266'THAN THE ROADWAY.  A STANDARD DISK, STAMPED CADILLAC 2 1934.
 PL0266
 PL0266                          STATION RECOVERY (1996)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0266'RECOVERED IN GOOD CONDITION.
 PL0266
 PL0266                          STATION RECOVERY (2002)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0266'RECOVERED  AS  DESCRIBED
 PL0266
 PL0266                          STATION RECOVERY (2002)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0266'RECOVERED IN GOOD CONDITION.
 PL0266
 PL0266                          STATION RECOVERY (2008)
 PL0266
 PL0266'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0266'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0518 ***********************************************************************
 PL0518  DESIGNATION -  CADILLAC AIRPORT BEACON
 PL0518  PID         -  PL0518
 PL0518  STATE/COUNTY-  MI/WEXFORD
 PL0518  COUNTRY     -  US
 PL0518  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0518
 PL0518                         *CURRENT SURVEY CONTROL
 PL0518  ______________________________________________________________________
 PL0518* NAD 83(1994) POSITION- 44 16 51.24890(N) 085 24 46.60885(W)   ADJUSTED
 PL0518* NAVD 88 ORTHO HEIGHT -   394.6   (meters)     1295.    (feet) VERTCON3
 PL0518  ______________________________________________________________________
 PL0518  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 PL0518  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 PL0518  HORZ ORDER      -  THIRD
 PL0518
 PL0518.This mark is at Wexford County Airport (CAD)
 PL0518
 PL0518.The horizontal coordinates were established by classical geodetic methods
 PL0518.and adjusted by the National Geodetic Survey in February 1997.
 PL0518
 PL0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0518
 PL0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0518.GEOID18 height accuracy estimate available here.
 PL0518
 PL0518.Click photographs - Photos may exist for this station.
 PL0518
 PL0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0518
 PL0518. The following values were computed from the NAD 83(1994) position.
 PL0518
 PL0518;                    North         East     Units Scale Factor Converg.
 PL0518;SPC MI C     -   107,686.347 5,916,482.850   MT  0.99997906   -0 44 20.8
 PL0518;SPC MI C     -   353,301.66 19,411,032.97   iFT  0.99997906   -0 44 20.8
 PL0518;UTM  16      - 4,904,297.527   626,639.146   MT  0.99979723   +1 06 29.5
 PL0518
 PL0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0518!SPC MI C     -   0.99994336  x   0.99997906  =   0.99992242
 PL0518!UTM  16      -   0.99994336  x   0.99979723  =   0.99974060
 PL0518
 PL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2663904297(NAD 83)
 PL0518
 PL0518                          SUPERSEDED SURVEY CONTROL
 PL0518
 PL0518  NAD 83(1986)-  44 16 51.24688(N)    085 24 46.61045(W) AD(       ) 3
 PL0518  NAD 27      -  44 16 51.21933(N)    085 24 46.41789(W) AD(       ) 3
 PL0518  NGVD 29 (07/19/86)  394.7    (m)         1295.     (f) VERT ANG       
 PL0518
 PL0518.Superseded values are not recommended for survey control.
 PL0518
 PL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0518.See file dsdata.pdf to determine how the superseded data were derived.
 PL0518
 PL0518_MARKER: 21 = AIRPORT BEACON
 PL0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0518+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 PL0518
 PL0518  HISTORY     - Date     Condition        Report By
 PL0518  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0518  HISTORY     - 19960705 GOOD             USPSQD
 PL0518  HISTORY     - 20020126 GOOD             USPSQD
 PL0518
 PL0518                          STATION DESCRIPTION
 PL0518
 PL0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0518'THE STATION, CADILLAC WEXFORD COUNTY AIRPORT BEACON, IS THE
 PL0518'CENTER OF THE BEACON LIGHT.
 PL0518'IT IS A 4-LEGGED, SKELETON STEEL TOWER, PAINTED RED AND
 PL0518'WHITE, AND IS 15.2 METERS IN HEIGHT.
 PL0518'
 PL0518'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTH OF CADILLAC,
 PL0518'0.5 KM (0.3 MI) WEST OF U.S. HIGHWAY 131, 45.7 METERS
 PL0518'(150 FT) SOUTH OF NORTH 34 ROAD AND AT THE WEXFORD COUNTY
 PL0518'AIRPORT, WHO ALSO OWNS IT.
 PL0518'
 PL0518'DESCRIBED BY R.L. ZURFLUH.
 PL0518
 PL0518                          STATION RECOVERY (1996)
 PL0518
 PL0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0518'RECOVERED IN GOOD CONDITION.
 PL0518
 PL0518                          STATION RECOVERY (2002)
 PL0518
 PL0518'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0518'TOWER WAS MOVED AND IS NOW 0.5 MI WEST OF U.S. HIGHWAY 131
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0576 ***********************************************************************
 PL0576  DESIGNATION -  CADILLAC AZ MK 2
 PL0576  PID         -  PL0576
 PL0576  STATE/COUNTY-  MI/WEXFORD
 PL0576  COUNTRY     -  US
 PL0576  USGS QUAD   -  CADILLAC SOUTH (2017)
 PL0576
 PL0576                         *CURRENT SURVEY CONTROL
 PL0576  ______________________________________________________________________
 PL0576* NAD 83(1994) POSITION- 44 11 14.78469(N) 085 25 19.09572(W)   NO CHECK
 PL0576* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) VERTCON3
 PL0576  ______________________________________________________________________
 PL0576  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 PL0576  LAPLACE CORR    -          4.71  (seconds)                    DEFLEC18
 PL0576  HORZ ORDER      -  THIRD
 PL0576
 PL0576.The horizontal coordinates were established by classical geodetic methods
 PL0576.and adjusted by the National Geodetic Survey in February 1997.
 PL0576
 PL0576.No horizontal observational check was made to the station.
 PL0576
 PL0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0576
 PL0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0576.GEOID18 height accuracy estimate available here.
 PL0576
 PL0576.Click photographs - Photos may exist for this station.
 PL0576
 PL0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0576
 PL0576. The following values were computed from the NAD 83(1994) position.
 PL0576
 PL0576;                    North         East     Units Scale Factor Converg.
 PL0576;SPC MI C     -    97,311.443 5,915,627.441   MT  0.99999906   -0 44 43.7
 PL0576;SPC MI C     -   319,263.26 19,408,226.51   iFT  0.99999906   -0 44 43.7
 PL0576;UTM  16      - 4,893,902.449   626,118.563   MT  0.99979562   +1 06 00.2
 PL0576
 PL0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0576!SPC MI C     -   0.99993464  x   0.99999906  =   0.99993370
 PL0576!UTM  16      -   0.99993464  x   0.99979562  =   0.99973027
 PL0576
 PL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2611893902(NAD 83)
 PL0576
 PL0576                          SUPERSEDED SURVEY CONTROL
 PL0576
 PL0576  NAD 83(1986)-  44 11 14.78330(N)    085 25 19.09907(W) AD(       ) 3
 PL0576  NGVD 29 (12/07/92)  450.     (m)         1476.     (f) VERT ANG       
 PL0576
 PL0576.Superseded values are not recommended for survey control.
 PL0576
 PL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0576.See file dsdata.pdf to determine how the superseded data were derived.
 PL0576
 PL0576_MARKER: DZ = AZIMUTH MARK DISK
 PL0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0576_STAMPING: CADILLAC 1931 NO. 2 1985
 PL0576_MARK LOGO: NGS
 PL0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0576+STABILITY: SURFACE MOTION
 PL0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0576+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PL0576
 PL0576  HISTORY     - Date     Condition        Report By
 PL0576  HISTORY     - 1985     MONUMENTED       NGS
 PL0576
 PL0576                          STATION DESCRIPTION
 PL0576
 PL0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0576'STATION IS LOCATED IN QUAD. 440852, ABOUT 8.0 KM (4.97 MI) SOUTH OF
 PL0576'CADILLAC, ON  A SMALL KNOLL IN THE NORTHWEST SECTION OF A REST AREA
 PL0576'ALONG THE NORTH BOUND LANES OF U. S. HIGHWAY 131 AND ON HIGHWAY
 PL0576'RIGHT-OF-WAY PROPERTY.
 PL0576'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE HIGHWAY 115,
 PL0576'ABOUT6.4 KM (0.25 MI) SOUTH OF CADILLAC, GO SOUTHEAST ON HIGHWAY 115
 PL0576'FOR 0.7 KM (0.43 MI) TO A CROSSROAD, (MACKINAW TRAIL).  TURN RIGHT
 PL0576'AND GO SOUTH ALONG MACKINAW TRAIL FOR 2.4 KM (1.49 MI) TO A CROSSROAD
 PL0576', (E. NO 50 ROAD).  TURN RIGHT AND GO WEST ALONG E. NO. 50 ROAD FOR
 PL0576'0.8 KM (0.50 MI) TO A CROSSROAD, (S. NO. 41 ROAD).  TURN RIGHT AND GO
 PL0576'NORTH ON S. NO. 41 ROAD FOR 0.4 KM (0.25 MI) TO AZIMUTH MARK ONE ON
 PL0576'THE LEFT.  CONTINUE NORTH ON S. NO. 41 ROAD FOR 0.6 KM (0.37 MI) TO A
 PL0576'DRIVEWAY ON LEFT AND A GATE.  TURN LEFT PASSING THROUGH GATE
 PL0576'FOLLOWING DRIVEWAY FOR 0.57 KM (0.35 MI) ACROSS A CULTIVATED FIELD,
 PL0576'PASSING STATION CADILLAC 1931, TO A SMALL KNOLL IN THE NORTHWEST
 PL0576'SECTION OF A REST AREA ALONG U.S. HIGHWAY 131 AND AZIMUTH MARK 2 AS
 PL0576'DESCRIBED.
 PL0576'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS LOCATED  44.623 M
 PL0576'(146.401 FT) EAST FROM THE CENTER OF U.S. HIGHWAY 131, 41.453 M
 PL0576'(136.000 FT) WEST FROM THE CENTER OF THE REST AREA ON RAMP TO HIGHWAY
 PL0576'131, 16.612 M (54.501 FT) NORTHEAST FROM A 24 INCH MAPLE TREE, 14.508
 PL0576'M (47.598 FT) NORTHEAST FROM AN 18 INCH MAPLE TREE AND 0.579 M
 PL0576'(1.900 FT) EAST FROM A WITNESS POST.
 PL0576'A TRAVERSE CONNECTION WAS MADE TO STATION CADILLAC 1931 USING
 PL0576'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PL0576'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0576'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0513 ***********************************************************************
 PL0513  DESIGNATION -  CADILLAC CABLE TV MAST
 PL0513  PID         -  PL0513
 PL0513  STATE/COUNTY-  MI/WEXFORD
 PL0513  COUNTRY     -  US
 PL0513  USGS QUAD   -  CADILLAC SOUTH (2017)
 PL0513
 PL0513                         *CURRENT SURVEY CONTROL
 PL0513  ______________________________________________________________________
 PL0513* NAD 83(1994) POSITION- 44 13 16.57914(N) 085 24 06.01391(W)   ADJUSTED
 PL0513  ______________________________________________________________________
 PL0513  GEOID HEIGHT    -        -33.214 (meters)                     GEOID18
 PL0513  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 PL0513  HORZ ORDER      -  THIRD
 PL0513
 PL0513.The horizontal coordinates were established by classical geodetic methods
 PL0513.and adjusted by the National Geodetic Survey in February 1997.
 PL0513
 PL0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0513.GEOID18 height accuracy estimate available here.
 PL0513
 PL0513.Click photographs - Photos may exist for this station.
 PL0513
 PL0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0513
 PL0513. The following values were computed from the NAD 83(1994) position.
 PL0513
 PL0513;                    North         East     Units Scale Factor Converg.
 PL0513;SPC MI C     -   101,049.466 5,917,298.365   MT  0.99999152   -0 43 52.1
 PL0513;SPC MI C     -   331,527.12 19,413,708.55   iFT  0.99999152   -0 43 52.1
 PL0513;UTM  16      - 4,897,691.604   627,667.917   MT  0.99980046   +1 06 53.5
 PL0513
 PL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2766797691(NAD 83)
 PL0513
 PL0513                          SUPERSEDED SURVEY CONTROL
 PL0513
 PL0513  NAD 83(1986)-  44 13 16.57835(N)    085 24 06.01675(W) AD(       ) 3
 PL0513  NAD 27      -  44 13 16.54468(N)    085 24 05.82861(W) AD(       ) 3
 PL0513
 PL0513.Superseded values are not recommended for survey control.
 PL0513
 PL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0513.See file dsdata.pdf to determine how the superseded data were derived.
 PL0513
 PL0513_MARKER: 42 = RADIO/TV MAST
 PL0513
 PL0513  HISTORY     - Date     Condition        Report By
 PL0513  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0513  HISTORY     - 19960705 GOOD             USPSQD
 PL0513
 PL0513                          STATION DESCRIPTION
 PL0513
 PL0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0513'THE STATION, CADILLAC CABLE TELEVISION MAST, IS THE LIGHT
 PL0513'TOP CENTER.  IT IS A TRUSS-WORK, GUYED MAST, PAINTED
 PL0513'ALTERNATE RED AND WHITE, AND IS 45.7 METERS IN HEIGHT.
 PL0513'
 PL0513'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF THE
 PL0513'SOUTH EDGE OF CADILLAC, 0.4 KM (1/4 MI) WEST OF U.S. HIGHWAY
 PL0513'131, 0.1 KM (0.05 MI) SOUTHEAST OF THE MICHIGAN DEPARTMENT
 PL0513'OF NATURAL RESOURCES OFFICE, AND IN THE NE1/4,S16,T21N,R10W
 PL0513'OF CLAM LAKE TOWNSHIP.  IT IS OWNED BY CADILLAC CABLE TV
 PL0513'SYSTEM, 101 EAST PINE, CADILLAC, MI 49601.
 PL0513'TELEPHONE NUMBER 616-775-9745.
 PL0513'
 PL0513'DESCRIBED BY R.L. ZURFLUH.
 PL0513
 PL0513                          STATION RECOVERY (1996)
 PL0513
 PL0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5559 ***********************************************************************
 AJ5559  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5559  DESIGNATION -  CADILLAC CORS ARP
 AJ5559  CORS_ID     -  NOR1
 AJ5559  PID         -  AJ5559
 AJ5559  STATE/COUNTY-  MI/WEXFORD
 AJ5559  COUNTRY     -  US
 AJ5559  USGS QUAD   -  CADILLAC NORTH (2017)
 AJ5559
 AJ5559                         *CURRENT SURVEY CONTROL
 AJ5559  ______________________________________________________________________
 AJ5559* NAD 83(2011) POSITION- 44 15 20.94224(N) 085 26 13.74556(W)   ADJUSTED
 AJ5559* NAD 83(2011) ELLIP HT-   365.112 (meters)        (04/??/25)   ADJUSTED
 AJ5559* NAD 83(2011) EPOCH   -  2010.00
 AJ5559* NAVD 88 ORTHO HEIGHT -   398.476 (meters)     1307.33  (feet) ADJUSTED
 AJ5559  ______________________________________________________________________
 AJ5559  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 AJ5559  NAD 83(2011) X  -    364,028.352 (meters)                     COMP
 AJ5559  NAD 83(2011) Y  - -4,561,443.886 (meters)                     COMP
 AJ5559  NAD 83(2011) Z  -  4,428,749.547 (meters)                     COMP
 AJ5559  VERT ORDER      -  FIRST     CLASS II
 AJ5559
 AJ5559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5559  Standards:
 AJ5559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5559  -------------------------------------------------------------------
 AJ5559  NETWORK    0.19   0.25           0.09   0.04   0.13     -0.23653500
 AJ5559  -------------------------------------------------------------------
 AJ5559
 AJ5559.The coordinates were established by GPS observations
 AJ5559.and adjusted by the National Geodetic Survey in April 2025.
 AJ5559
 AJ5559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5559.been affixed to the stable North American Tectonic Plate. 
 AJ5559
 AJ5559.The coordinates are valid at the epoch date displayed above
 AJ5559.which is a decimal equivalence of Year/Month/Day.
 AJ5559
 AJ5559.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5559.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5559.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5559.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5559.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5559.published epoch of 2010.00.
 AJ5559
 AJ5559.Additional information on MYCS is available at:
 AJ5559.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5559
 AJ5559.The orthometric height was determined by differential leveling and
 AJ5559.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5559.in October 2009.
 AJ5559
 AJ5559.No vertical observational check was made to the station.
 AJ5559
 AJ5559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5559.GEOID18 height accuracy estimate available here.
 AJ5559
 AJ5559.The PID for the CORS L1 Phase Center is DR6157.
 AJ5559
 AJ5559.Click photographs - Photos may exist for this station.
 AJ5559
 AJ5559.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5559
 AJ5559.The ellipsoidal height was determined by GPS observations
 AJ5559.and is referenced to NAD 83.
 AJ5559
 AJ5559. The following values were computed from the NAD 83(2011) position.
 AJ5559
 AJ5559;                    North         East     Units Scale Factor Converg.
 AJ5559;SPC MI C     -   104,924.450 5,914,514.089   MT  0.99998417   -0 45 22.3
 AJ5559;SPC MI C     -   344,240.32 19,404,573.78   iFT  0.99998417   -0 45 22.3
 AJ5559;UTM  16      - 4,901,474.135   624,760.784   MT  0.99979143   +1 05 26.9
 AJ5559
 AJ5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5559!SPC MI C     -   0.99994275  x   0.99998417  =   0.99992692
 AJ5559!UTM  16      -   0.99994275  x   0.99979143  =   0.99973420
 AJ5559
 AJ5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2476001474(NAD 83)
 AJ5559
 AJ5559                          SUPERSEDED SURVEY CONTROL
 AJ5559
 AJ5559  NAD 83(2011)-  44 15 20.94228(N)    085 26 13.74584(W) AD(2010.00) c
 AJ5559  ELLIP H (06/??/20)  365.106  (m)                       GP(2010.00) c c
 AJ5559  NAD 83(2011)-  44 15 20.94227(N)    085 26 13.74597(W) AD(2010.00) c
 AJ5559  ELLIP H (06/??/19)  365.116  (m)                       GP(2010.00) c c
 AJ5559  NAD 83(2011)-  44 15 20.94263(N)    085 26 13.74463(W) AD(2010.00) c
 AJ5559  NAD 83(2011)-  44 15 20.94223(N)    085 26 13.74570(W) AD(2010.00) c
 AJ5559  ELLIP H (08/??/11)  365.107  (m)                       GP(2010.00) c c
 AJ5559  NAD 83(2007)-  44 15 20.94295(N)    085 26 13.74562(W) AD(2002.00) c
 AJ5559  NAD 83(CORS)-  44 15 20.94295(N)    085 26 13.74562(W) AD(2002.00) c
 AJ5559  ELLIP H (03/??/02)  365.122  (m)                       GP(2002.00) c c
 AJ5559  NAD 83(CORS)-  44 15 20.94295(N)    085 26 13.74563(W) AD(1997.00) c
 AJ5559  ELLIP H (10/??/01)  365.122  (m)                       GP(1997.00) c c
 AJ5559  NAVD 88             398.48   (m)         1307.3    (f) LEVELING    3  
 AJ5559
 AJ5559.Superseded values are not recommended for survey control.
 AJ5559
 AJ5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5559.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5559
 AJ5559_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5559
 AJ5559                          STATION DESCRIPTION
 AJ5559
 AJ5559'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5559'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5559'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5559'AND LOG FILES ACCESSIBLE AT:
 AJ5559'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0516 ***********************************************************************
 PL0516  DESIGNATION -  CADILLAC MUNICIPAL TANK
 PL0516  PID         -  PL0516
 PL0516  STATE/COUNTY-  MI/WEXFORD
 PL0516  COUNTRY     -  US
 PL0516  USGS QUAD   -  CADILLAC NORTH (2017)
 PL0516
 PL0516                         *CURRENT SURVEY CONTROL
 PL0516  ______________________________________________________________________
 PL0516* NAD 83(1994) POSITION- 44 15 25.63688(N) 085 23 44.05975(W)   ADJUSTED
 PL0516  ______________________________________________________________________
 PL0516  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 PL0516  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 PL0516  HORZ ORDER      -  THIRD
 PL0516
 PL0516.The horizontal coordinates were established by classical geodetic methods
 PL0516.and adjusted by the National Geodetic Survey in February 1997.
 PL0516
 PL0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0516.GEOID18 height accuracy estimate available here.
 PL0516
 PL0516.Click photographs - Photos may exist for this station.
 PL0516
 PL0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0516
 PL0516. The following values were computed from the NAD 83(1994) position.
 PL0516
 PL0516;                    North         East     Units Scale Factor Converg.
 PL0516;SPC MI C     -   105,026.368 5,917,836.158   MT  0.99998390   -0 43 36.6
 PL0516;SPC MI C     -   344,574.70 19,415,472.96   iFT  0.99998390   -0 43 36.6
 PL0516;UTM  16      - 4,901,683.024   628,077.222   MT  0.99980174   +1 07 11.5
 PL0516
 PL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2807701683(NAD 83)
 PL0516
 PL0516                          SUPERSEDED SURVEY CONTROL
 PL0516
 PL0516  NAD 83(1986)-  44 15 25.63641(N)    085 23 44.06194(W) AD(       ) 3
 PL0516  NAD 27      -  44 15 25.60289(N)    085 23 43.87224(W) AD(       ) 3
 PL0516
 PL0516.Superseded values are not recommended for survey control.
 PL0516
 PL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0516.See file dsdata.pdf to determine how the superseded data were derived.
 PL0516
 PL0516_MARKER: 53 = ELEVATED TANK
 PL0516
 PL0516  HISTORY     - Date     Condition        Report By
 PL0516  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0516  HISTORY     - 19960705 GOOD             USPSQD
 PL0516  HISTORY     - 20021007 GOOD             USPSQD
 PL0516
 PL0516                          STATION DESCRIPTION
 PL0516
 PL0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0516'THE STATION, CADILLAC MUNICIPAL WATER TANK, IS THE LIGHT
 PL0516'ATOP, NOT CENTER.  IT HAS A CYLINDRICAL BODY, DOME SHAPED
 PL0516'TOP, HEMISPHERICAL BOTTOM, SUPPORTED BY 10 TUBULAR LEGS,
 PL0516'PAINTED PALE GREEN WITH BLACK LETTERING (CADILLAC) AND
 PL0516'IS 42.7 METERS IN HEIGHT.
 PL0516'
 PL0516'THE STATION IS LOCATED IN THE NORTHEAST PART OF CADILLAC,
 PL0516'ABOUT 61 METERS (200 FT) SOUTH OF EAST NORTH STREET AND IS
 PL0516'OWNED BY THE CITY OF CADILLAC.
 PL0516'
 PL0516'DESCRIBED BY R.L. ZURFLUH.
 PL0516
 PL0516                          STATION RECOVERY (1996)
 PL0516
 PL0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0516'RECOVERED IN GOOD CONDITION.
 PL0516
 PL0516                          STATION RECOVERY (2002)
 PL0516
 PL0516'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0516'THE STATION IS PAINTED BLUE WITH WHITE LETTERING ( CADILLAC ).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0510 ***********************************************************************
 PL0510  DESIGNATION -  CADILLAC WWTV TV MAST
 PL0510  PID         -  PL0510
 PL0510  STATE/COUNTY-  MI/OSCEOLA
 PL0510  COUNTRY     -  US
 PL0510  USGS QUAD   -  LUCAS (2017)
 PL0510
 PL0510                         *CURRENT SURVEY CONTROL
 PL0510  ______________________________________________________________________
 PL0510* NAD 83(1994) POSITION- 44 08 11.85059(N) 085 20 33.93007(W)   ADJUSTED
 PL0510  ______________________________________________________________________
 PL0510  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 PL0510  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 PL0510  HORZ ORDER      -  THIRD
 PL0510
 PL0510.The horizontal coordinates were established by classical geodetic methods
 PL0510.and adjusted by the National Geodetic Survey in February 1997.
 PL0510
 PL0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0510.GEOID18 height accuracy estimate available here.
 PL0510
 PL0510.Click photographs - Photos may exist for this station.
 PL0510
 PL0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0510
 PL0510. The following values were computed from the NAD 83(1994) position.
 PL0510
 PL0510;                    North         East     Units Scale Factor Converg.
 PL0510;SPC MI C     -    91,586.183 5,921,892.301   MT  1.00001103   -0 41 22.3
 PL0510;SPC MI C     -   300,479.60 19,428,780.52   iFT  1.00001103   -0 41 22.3
 PL0510;UTM  16      - 4,888,382.918   632,563.186   MT  0.99981613   +1 09 15.2
 PL0510
 PL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3256388382(NAD 83)
 PL0510
 PL0510                          SUPERSEDED SURVEY CONTROL
 PL0510
 PL0510  NAD 83(1986)-  44 08 11.84805(N)    085 20 33.93374(W) AD(       ) 3
 PL0510  NAD 27      -  44 08 11.82143(N)    085 20 33.76274(W) AD(       ) 3
 PL0510
 PL0510.Superseded values are not recommended for survey control.
 PL0510
 PL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0510.See file dsdata.pdf to determine how the superseded data were derived.
 PL0510
 PL0510_MARKER: 42 = RADIO/TV MAST
 PL0510_MARK LOGO: NGS
 PL0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0510+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0510
 PL0510  HISTORY     - Date     Condition        Report By
 PL0510  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0510  HISTORY     - 1980     GOOD             NGS
 PL0510  HISTORY     - 19850511 GOOD             NGS
 PL0510  HISTORY     - 19940903 GOOD             USPSQD
 PL0510  HISTORY     - 20010927 GOOD             USPSQD
 PL0510
 PL0510                          STATION DESCRIPTION
 PL0510
 PL0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0510'THE STATION, CADILLAC WWTV TELEVISION MAST, IS LIGHT TOP
 PL0510'CENTER.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED ALTERNATE
 PL0510'RED AND WHITE, AND IS 394.7 METERS IN HEIGHT.
 PL0510'
 PL0510'THE STATION IS LOCATED ABOUT 13.7 KM (8-1/2 MI)
 PL0510'SOUTH-SOUTHEAST OF CADILLAC, 3.2 KM (2 MI) SOUTH-SOUTHWEST
 PL0510'OF THE JUNCTION OF THE OSCEOLA, WEXFORD, AND MISSAUKEE
 PL0510'COUNTY LINES, 2.4 KM (1-1/2 MI) SOUTHWEST OF STATE HIGHWAY
 PL0510'115, AND IN THE SW1/4,S12,T20N,R9W OF SHERMAN TOWNSHIP.
 PL0510'IT IS OWNED AND MAINTAINED BY FETZER BROADCASTING COMPANY,
 PL0510'1111 SOUTH MITCHELL, CADILLAC, MI 49601.
 PL0510'TELEPHONE NUMBER 616-775-0143.
 PL0510'
 PL0510'DESCRIBED BY R.L. ZURFLUH.
 PL0510
 PL0510                          STATION RECOVERY (1980)
 PL0510
 PL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PL0510'RECOVERED IN GOOD CONDITION.
 PL0510
 PL0510                          STATION RECOVERY (1985)
 PL0510
 PL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PL0510'STATION IS LOCATED IN QUAD. 440852.  NO DESCRIPTION WAS AVAILABLE AT
 PL0510'THIS TIME TO COMPARE.  THE LANDMARK WAS USED IN CONJUNCTION WITH
 PL0510'STATION CADILLAC 1931 AND WAS NOT PHYSICALLY VISITED AT THIS TIME.
 PL0510'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0510
 PL0510                          STATION RECOVERY (1994)
 PL0510
 PL0510'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0510'RECOVERED IN GOOD CONDITION.
 PL0510
 PL0510                          STATION RECOVERY (2001)
 PL0510
 PL0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0044 ***********************************************************************
 NE0044  DESIGNATION -  CADY USLS
 NE0044  PID         -  NE0044
 NE0044  STATE/COUNTY-  MI/ST CLAIR
 NE0044  COUNTRY     -  US
 NE0044  USGS QUAD   -  PORT HURON (2017)
 NE0044
 NE0044                         *CURRENT SURVEY CONTROL
 NE0044  ______________________________________________________________________
 NE0044* NAD 83(1986) POSITION- 42 55 44.     (N) 082 27 34.     (W)   SCALED
 NE0044* NAVD 88 ORTHO HEIGHT -   182.349 (meters)      598.26  (feet) ADJUSTED
 NE0044  ______________________________________________________________________
 NE0044  GEOID HEIGHT    -        -34.929 (meters)                     GEOID18
 NE0044  DYNAMIC HEIGHT  -        182.303 (meters)      598.11  (feet) COMP
 NE0044  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 NE0044
 NE0044  VERT ORDER      -  FIRST     CLASS 0
 NE0044
 NE0044.The horizontal coordinates were scaled from a map and have
 NE0044.an estimated accuracy of +/- 6 seconds.
 NE0044
 NE0044.The orthometric height was determined by differential leveling and
 NE0044.adjusted by the NATIONAL GEODETIC SURVEY
 NE0044.in June 1991.
 NE0044
 NE0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0044.GEOID18 height accuracy estimate available here.
 NE0044
 NE0044.Click photographs - Photos may exist for this station.
 NE0044
 NE0044.The dynamic height is computed by dividing the NAVD 88
 NE0044.geopotential number by the normal gravity value computed on the
 NE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0044.degrees latitude (g = 980.6199 gals.).
 NE0044
 NE0044.The modeled gravity was interpolated from observed gravity values.
 NE0044
 NE0044;                    North         East    Units  Estimated Accuracy
 NE0044;SPC MI S     -   160,480.    4,155,670.      MT  (+/- 180 meters Scaled)
 NE0044
 NE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH809539(NAD 83)
 NE0044
 NE0044                          SUPERSEDED SURVEY CONTROL
 NE0044
 NE0044  NGVD 29 (11/26/84)  182.469  (m)          598.65   (f) ADJUSTED    1 0
 NE0044
 NE0044.Superseded values are not recommended for survey control.
 NE0044
 NE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0044.See file dsdata.pdf to determine how the superseded data were derived.
 NE0044
 NE0044_MARKER: B = BOLT
 NE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0044_PROJECTION: RECESSED 5 CENTIMETERS
 NE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0044+STABILITY: SURFACE MOTION
 NE0044
 NE0044  HISTORY     - Date     Condition        Report By
 NE0044  HISTORY     - 1924     MONUMENTED       USLS
 NE0044  HISTORY     - 1970     GOOD             USLS
 NE0044  HISTORY     - 1980     GOOD             NGS
 NE0044  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0044
 NE0044                          STATION DESCRIPTION
 NE0044
 NE0044'DESCRIBED BY US LAKE SURVEY 1970
 NE0044'AT MARYSVILLE.
 NE0044'CADY IS AT MARSYVILLE, ST. CLAIR COUNTY, MICHIGAN, ON SOUTHEAST
 NE0044'SIDE OF MILITARY STREET (HIGHWAY U.S. 25), ABOUT 183 FEET
 NE0044'UPRIVER FROM UPRIVER IRON PICKET FENCE OF THE DETROIT EDISON
 NE0044'COMPANY, 50.1 FEET SOUTHWESTERLY OF UTILITY POLE 9253, 20.0
 NE0044'FEET NORTHERLY OF A 24 INCH MAPLE, 8.5 FEET WESTERLY OF A
 NE0044'14 INCH LEANING BOX ELDER, 2.0 FEET SOUTHEAST OF SOUTHWEST
 NE0044'EDGE OF CURB, 1.5 FEET SOUTHWEST OF SOUTHWEST EDGE OF DRIVEWAY
 NE0044'CURB, JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0044'TOP OF BRASS BOLT SET INTO TOP OF A 7 INCH SQUARE CONCRETE POST,
 NE0044'MARKED USBM.  NOTE-- PREV. DESIG. BM CADY 1924
 NE0044
 NE0044                          STATION RECOVERY (1980)
 NE0044
 NE0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0044'IN MARYSVILLE, 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG STATE
 NE0044'HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 29, SET SOUTHEAST OF
 NE0044'THE SOUTHEAST CURB OF HIGHWAY 25, ON THE SOUTHWEST SIDE OF AN
 NE0044'ENTRANCE DRIVE WITH A LOCKED GATE FOR A SMALL PARK ON THE BANK OF
 NE0044'THE ST CLAIR RIVER, NOTE THIS MARK IS A 3/8-INCH BRASS BOLT IN TOP
 NE0044'CENTER OF A 7-INCH SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE
 NE0044'GROUND, 15.2 METERS (50.1 FEET) SOUTHWEST OF POWER POLE 9253 WITH
 NE0044'A SECURITY LIGHT, 55.7 METERS (183 FEET) NORTHEAST OF THE IRON
 NE0044'SPOKE FENCE AT THE NORTHWEST END OF THE DETROIT EDISON POWER PLANT,
 NE0044'3.71 METERS (12.2 FEET) NORTHWEST OF THE SOUTHWEST GATE POST OF THE
 NE0044'FENCE AROUND THE PARK, 0.6 METER (2.0 FEET) SOUTHEAST OF THE
 NE0044'CURB OF THE HIGHWAY.
 NE0044'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 NE0044
 NE0044                          STATION RECOVERY (1994)
 NE0044
 NE0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0869 ***********************************************************************
 NE0869  DESIGNATION -  CAISSON
 NE0869  PID         -  NE0869
 NE0869  STATE/COUNTY-  MI/WAYNE
 NE0869  COUNTRY     -  US
 NE0869  USGS QUAD   -  DETROIT (2017)
 NE0869
 NE0869                         *CURRENT SURVEY CONTROL
 NE0869  ______________________________________________________________________
 NE0869* NAD 83(1986) POSITION- 42 18 51.     (N) 083 04 32.     (W)   SCALED
 NE0869* NAVD 88 ORTHO HEIGHT -   179.513 (meters)      588.95  (feet) ADJUSTED
 NE0869  ______________________________________________________________________
 NE0869  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 NE0869  DYNAMIC HEIGHT  -        179.460 (meters)      588.78  (feet) COMP
 NE0869  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 NE0869
 NE0869  VERT ORDER      -  FIRST     CLASS II
 NE0869
 NE0869.The horizontal coordinates were scaled from a map and have
 NE0869.an estimated accuracy of +/- 6 seconds.
 NE0869
 NE0869.The orthometric height was determined by differential leveling and
 NE0869.adjusted by the NATIONAL GEODETIC SURVEY
 NE0869.in June 1991.
 NE0869
 NE0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0869.GEOID18 height accuracy estimate available here.
 NE0869
 NE0869.Click photographs - Photos may exist for this station.
 NE0869
 NE0869.The dynamic height is computed by dividing the NAVD 88
 NE0869.geopotential number by the normal gravity value computed on the
 NE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0869.degrees latitude (g = 980.6199 gals.).
 NE0869
 NE0869.The modeled gravity was interpolated from observed gravity values.
 NE0869
 NE0869;                    North         East    Units  Estimated Accuracy
 NE0869;SPC MI S     -    91,250.    4,106,430.      MT  (+/- 180 meters Scaled)
 NE0869
 NE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG289867(NAD 83)
 NE0869
 NE0869                          SUPERSEDED SURVEY CONTROL
 NE0869
 NE0869  NGVD 29 (01/19/93)  179.687  (m)          589.52   (f) ADJUSTED    1 2
 NE0869  NGVD 29 (??/??/87)  179.687  (m)          589.52   (f) SUPERSEDED  1 2
 NE0869
 NE0869.Superseded values are not recommended for survey control.
 NE0869
 NE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0869.See file dsdata.pdf to determine how the superseded data were derived.
 NE0869
 NE0869_MARKER: DD = SURVEY DISK
 NE0869_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0869_SP_SET: BRIDGE FOUNDATION
 NE0869_STAMPING: CAISSON 1959
 NE0869_MARK LOGO: USACE
 NE0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0869+STABILITY: POSITION/ELEVATION WELL
 NE0869
 NE0869  HISTORY     - Date     Condition        Report By
 NE0869  HISTORY     - 1959     MONUMENTED       USACE
 NE0869  HISTORY     - 1980     GOOD             NGS
 NE0869  HISTORY     - 1985     GOOD             NGS
 NE0869  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0869
 NE0869                          STATION DESCRIPTION
 NE0869
 NE0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0869'IN DETROIT.
 NE0869'IN DETROIT, UNDER THE AMBASSADOR BRIDGE SET IN THE TOP AND ON SOUTH-
 NE0869'EAST SIDE OF THE NORTHEAST CONCRETE FOUNDATION OF THE NORTHEAST ONE
 NE0869'OF TWO STEEL PIERS, WHICH IS NEAREST TO THE RIVER.
 NE0869'NOTE-THIS IS A MASSIVE STRUCTURE.
 NE0869
 NE0869                          STATION RECOVERY (1985)
 NE0869
 NE0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0869'RECOVERED IN GOOD CONDITION.  ADD--248.7 M (815.9 FT) SOUTHEAST OF THE
 NE0869'CENTER OF JEFFERSON AVENUE, AND 15.2 M (49.9 FT) SOUTHWEST OF THE
 NE0869'EXTENDED CENTER OF 21ST STREET.
 NE0869
 NE0869                          STATION RECOVERY (1999)
 NE0869
 NE0869'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0304 ***********************************************************************
 QJ0304  DESIGNATION -  CALCITE BREAKWATER LT 813
 QJ0304  PID         -  QJ0304
 QJ0304  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0304  COUNTRY     -  US
 QJ0304  USGS QUAD   -  ROGERS CITY (2017)
 QJ0304
 QJ0304                         *CURRENT SURVEY CONTROL
 QJ0304  ______________________________________________________________________
 QJ0304* NAD 83(1994) POSITION- 45 25 03.05477(N) 083 46 22.96501(W)   ADJUSTED
 QJ0304  ______________________________________________________________________
 QJ0304  GEOID HEIGHT    -        -36.879 (meters)                     GEOID18
 QJ0304  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 QJ0304  HORZ ORDER      -  THIRD
 QJ0304
 QJ0304.The horizontal coordinates were established by classical geodetic methods
 QJ0304.and adjusted by the National Geodetic Survey in February 1997.
 QJ0304
 QJ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0304.GEOID18 height accuracy estimate available here.
 QJ0304
 QJ0304.Click photographs - Photos may exist for this station.
 QJ0304
 QJ0304.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0304
 QJ0304. The following values were computed from the NAD 83(1994) position.
 QJ0304
 QJ0304;                    North         East     Units Scale Factor Converg.
 QJ0304;SPC MI C     -   233,619.336 6,046,461.071   MT  0.99994693   +0 25 09.6
 QJ0304;SPC MI C     -   766,467.64 19,837,470.71   iFT  0.99994693   +0 25 09.6
 QJ0304;UTM  17      - 5,033,073.758   283,035.814   MT  1.00017881   -1 58 33.0
 QJ0304
 QJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8303533073(NAD 83)
 QJ0304
 QJ0304                          SUPERSEDED SURVEY CONTROL
 QJ0304
 QJ0304  NAD 83(1986)-  45 25 03.04337(N)    083 46 22.96736(W) AD(       ) 3
 QJ0304  NAD 27      -  45 25 02.99700(N)    083 46 22.97900(W) AD(       ) 3
 QJ0304
 QJ0304.Superseded values are not recommended for survey control.
 QJ0304
 QJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0304.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0304
 QJ0304_MARKER: 14 = NAVIGATION LIGHT
 QJ0304
 QJ0304  HISTORY     - Date     Condition        Report By
 QJ0304  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0304  HISTORY     - 1979     GOOD             NOS
 QJ0304
 QJ0304                          STATION DESCRIPTION
 QJ0304
 QJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0304'THE STATION IS ABOUT 0.75 MILE EAST OF THE BUSINESS DISTRICT
 QJ0304'OF ROGERS CITY ON
 QJ0304'THE OUTER END OF THE WEST BREAKWATER OF LAKE HURON.  THE POINT
 QJ0304'INTERSECTED WAS THE CENTER OF THE
 QJ0304'OCCULTING RED LIGHT ON THE TOP OF A WHITE SKELTON TOWER.
 QJ0304'THE LIGHT ABOVE LOW WATER IS 49 FEET.
 QJ0304'
 QJ0304'THE STATION IS LISTED AS NUMBER 813 CALCITE BREAKWATER IN THE GREAT
 QJ0304'LAKES LIST MANUAL CG-159.
 QJ0304
 QJ0304                          STATION RECOVERY (1979)
 QJ0304
 QJ0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0304'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0306 ***********************************************************************
 QJ0306  DESIGNATION -  CALCITE LIGHT 816
 QJ0306  PID         -  QJ0306
 QJ0306  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0306  COUNTRY     -  US
 QJ0306  USGS QUAD   -  ROGERS CITY (2017)
 QJ0306
 QJ0306                         *CURRENT SURVEY CONTROL
 QJ0306  ______________________________________________________________________
 QJ0306* NAD 83(1994) POSITION- 45 24 36.10661(N) 083 47 11.99888(W)   ADJUSTED
 QJ0306  ______________________________________________________________________
 QJ0306  GEOID HEIGHT    -        -36.854 (meters)                     GEOID18
 QJ0306  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 QJ0306  HORZ ORDER      -  THIRD
 QJ0306
 QJ0306.The horizontal coordinates were established by classical geodetic methods
 QJ0306.and adjusted by the National Geodetic Survey in February 1997.
 QJ0306
 QJ0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0306.GEOID18 height accuracy estimate available here.
 QJ0306
 QJ0306.Click photographs - Photos may exist for this station.
 QJ0306
 QJ0306.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0306
 QJ0306. The following values were computed from the NAD 83(1994) position.
 QJ0306
 QJ0306;                    North         East     Units Scale Factor Converg.
 QJ0306;SPC MI C     -   232,779.740 6,045,400.997   MT  0.99994585   +0 24 35.0
 QJ0306;SPC MI C     -   763,713.06 19,833,992.77   iFT  0.99994585   +0 24 35.0
 QJ0306;UTM  17      - 5,032,279.010   281,941.323   MT  1.00018466   -1 59 07.1
 QJ0306
 QJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8194132279(NAD 83)
 QJ0306
 QJ0306                          SUPERSEDED SURVEY CONTROL
 QJ0306
 QJ0306  NAD 83(1986)-  45 24 36.09730(N)    083 47 11.99973(W) AD(       ) 3
 QJ0306  NAD 27      -  45 24 36.04900(N)    083 47 12.01200(W) AD(       ) 3
 QJ0306
 QJ0306.Superseded values are not recommended for survey control.
 QJ0306
 QJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0306.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0306
 QJ0306_MARKER: 14 = NAVIGATION LIGHT
 QJ0306
 QJ0306  HISTORY     - Date     Condition        Report By
 QJ0306  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0306
 QJ0306                          STATION DESCRIPTION
 QJ0306
 QJ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WMN)
 QJ0306'THE STATION IS ABOUT 1.25 MILES SOUTHEAST OF THE BUSINESS
 QJ0306'DISTRICT OF ROGERS
 QJ0306'CITY AT THE INNER END OF SLIP OF LAKE HURON.  THE POINT INTERSECTED
 QJ0306'WAS THE CENTER OF THE NEON LIGHT
 QJ0306'WHICH IS ON THE TOP OF THE MICHIGAN LIMESTONE DIVISION
 QJ0306'U.S. STEEL SCREEN HOUSE.  THE NEON LIGHT IS A FIXED
 QJ0306'RED LIGHT ABOUT 12 FEET HIGH AND
 QJ0306'8 FEET WIDE.  THE LIGHT ABOVE LOW WATER IS 191 FEET.
 QJ0306'
 QJ0306'THE STATION IS LISTED AS NUMBER 816 CALCITE IN THE GREAT LAKES LIGHT
 QJ0306'LIST MANUAL CG-159.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0588 ***********************************************************************
 PL0588  DESIGNATION -  CALDWELL
 PL0588  PID         -  PL0588
 PL0588  STATE/COUNTY-  MI/OSCODA
 PL0588  COUNTRY     -  US
 PL0588  USGS QUAD   -  ISLAND LAKE (2017)
 PL0588
 PL0588                         *CURRENT SURVEY CONTROL
 PL0588  ______________________________________________________________________
 PL0588* NAD 83(2011) POSITION- 44 30 36.01148(N) 084 07 41.73494(W)   ADJUSTED
 PL0588* NAD 83(2011) ELLIP HT-   374.458 (meters)        (06/27/12)   ADJUSTED
 PL0588* NAD 83(2011) EPOCH   -  2010.00
 PL0588* NAVD 88 ORTHO HEIGHT -   409.4   (meters)     1343.    (feet) GPS OBS
 PL0588  ______________________________________________________________________
 PL0588  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PL0588  GEOID HEIGHT    -        -34.820 (meters)                     GEOID90
 PL0588  GEOID HEIGHT    -        -34.954 (meters)                     GEOID18
 PL0588  NAD 83(2011) X  -    466,107.572 (meters)                     COMP
 PL0588  NAD 83(2011) Y  - -4,532,291.538 (meters)                     COMP
 PL0588  NAD 83(2011) Z  -  4,448,943.461 (meters)                     COMP
 PL0588  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 PL0588
 PL0588  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0588  Standards:
 PL0588         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0588            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0588  -------------------------------------------------------------------
 PL0588  NETWORK    4.10   6.57           1.65   1.60   3.35      0.44759057
 PL0588  -------------------------------------------------------------------
 PL0588  Click here for local accuracies and other accuracy information.
 PL0588
 PL0588.The horizontal coordinates were established by GPS observations
 PL0588.and adjusted by the National Geodetic Survey in June 2012.
 PL0588
 PL0588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0588.been affixed to the stable North American tectonic plate. See 
 PL0588.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0588
 PL0588.The horizontal coordinates are valid at the epoch date displayed above
 PL0588.which is a decimal equivalence of Year/Month/Day.
 PL0588
 PL0588.The orthometric height was determined by GPS observations and a
 PL0588.high-resolution geoid model.
 PL0588
 PL0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0588.GEOID18 height accuracy estimate available here.
 PL0588
 PL0588.Click photographs - Photos may exist for this station.
 PL0588
 PL0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0588
 PL0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0588
 PL0588.The ellipsoidal height was determined by GPS observations
 PL0588.and is referenced to NAD 83.
 PL0588
 PL0588. The following values were computed from the NAD 83(2011) position.
 PL0588
 PL0588;                    North         East     Units Scale Factor Converg.
 PL0588;SPC MI C     -   132,632.138 6,018,956.016   MT  0.99994114   +0 10 06.3
 PL0588;SPC MI C     -   435,144.81 19,747,231.02   iFT  0.99994114   +0 10 06.3
 PL0588;UTM  16      - 4,932,532.164   728,259.619   MT  1.00024079   +2 00 50.6
 PL0588
 PL0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0588!SPC MI C     -   0.99994129  x   0.99994114  =   0.99988243
 PL0588!UTM  16      -   0.99994129  x   1.00024079  =   1.00018207
 PL0588
 PL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2825932532(NAD 83)
 PL0588
 PL0588                          SUPERSEDED SURVEY CONTROL
 PL0588
 PL0588  NAD 83(2007)-  44 30 36.01223(N)    084 07 41.73551(W) AD(2002.00) 0
 PL0588  ELLIP H (02/10/07)  374.514  (m)                       GP(2002.00)    
 PL0588  ELLIP H (07/17/02)  374.505  (m)                       GP(       ) 4 1
 PL0588  NAD 83(1994)-  44 30 36.01218(N)    084 07 41.73581(W) AD(       ) 1
 PL0588  ELLIP H (02/03/97)  374.506  (m)                       GP(       ) 4 1
 PL0588  NAD 83(1986)-  44 30 36.00518(N)    084 07 41.74597(W) AD(       ) 1
 PL0588
 PL0588.Superseded values are not recommended for survey control.
 PL0588
 PL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0588.See file dsdata.pdf to determine how the superseded data were derived.
 PL0588
 PL0588_MARKER: DD = SURVEY DISK
 PL0588_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PL0588_STAMPING: CALDWELL 1991
 PL0588_MARK LOGO: USFS
 PL0588_PROJECTION: FLUSH
 PL0588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0588+STABILITY: SURFACE MOTION
 PL0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0588+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 PL0588
 PL0588  HISTORY     - Date     Condition        Report By
 PL0588  HISTORY     - 1991     MONUMENTED       USFS
 PL0588  HISTORY     - 20011205 GOOD             NGS
 PL0588  HISTORY     - 20070614 GOOD             MIDT
 PL0588
 PL0588                          STATION DESCRIPTION
 PL0588
 PL0588'DESCRIBED BY US FOREST SERVICE 1991
 PL0588'FROM THE INTERSECTION OF M-33 AND M-72 IN DOWNTOWN MIO PROCEED SOUTH
 PL0588'ALONG M-33, 9.9 MI (15.9 KM) TO STATION ON RIGHT, 52 FT (15.8 M) WEST
 PL0588'OF THE CENTERLINE OF M-33, 760 FT (231.6 M) NORTH OF THE SOUTHEAST
 PL0588'CORNER OF SECTION 36 T25N R2E, IN THE CENTERLINE OF AN ABANDONED ROAD
 PL0588'GRADE, 1 FT (0.3 M) SOUTH OF A FIBERGLASS SURVEY MARKER POST, STATION
 PL0588'MARK IS COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5 INCH SQUARE
 PL0588'BY 36 INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD, SET 4 INCHES
 PL0588'BELOW THE SURFACE AND SURROUNDED BY 100 POUNDS OF REDI-MIX.
 PL0588
 PL0588                          STATION RECOVERY (2001)
 PL0588
 PL0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0588
 PL0588                          STATION RECOVERY (2007)
 PL0588
 PL0588'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 PL0588'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1785 ***********************************************************************
 NF1785  DESIGNATION -  CALLADINE
 NF1785  PID         -  NF1785
 NF1785  STATE/COUNTY-  MI/CALHOUN
 NF1785  COUNTRY     -  US
 NF1785  USGS QUAD   -  BATTLE CREEK (2017)
 NF1785
 NF1785                         *CURRENT SURVEY CONTROL
 NF1785  ______________________________________________________________________
 NF1785* NAD 83(2011) POSITION- 42 18 04.82062(N) 085 09 52.55553(W)   ADJUSTED
 NF1785* NAD 83(2011) ELLIP HT-   232.357 (meters)        (06/27/12)   ADJUSTED
 NF1785* NAD 83(2011) EPOCH   -  2010.00
 NF1785* NAVD 88 ORTHO HEIGHT -   265.8   (meters)      872.    (feet) VERTCON3
 NF1785  ______________________________________________________________________
 NF1785  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 NF1785  NAD 83(2011) X  -    398,262.363 (meters)                     COMP
 NF1785  NAD 83(2011) Y  - -4,707,893.249 (meters)                     COMP
 NF1785  NAD 83(2011) Z  -  4,270,575.455 (meters)                     COMP
 NF1785  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 NF1785
 NF1785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1785  Standards:
 NF1785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1785  -------------------------------------------------------------------
 NF1785  NETWORK    0.84   1.92           0.37   0.31   0.98      0.06209511
 NF1785  -------------------------------------------------------------------
 NF1785  Click here for local accuracies and other accuracy information.
 NF1785
 NF1785.The horizontal coordinates were established by GPS observations
 NF1785.and adjusted by the National Geodetic Survey in June 2012.
 NF1785
 NF1785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1785.been affixed to the stable North American tectonic plate. See 
 NF1785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1785
 NF1785.The horizontal coordinates are valid at the epoch date displayed above
 NF1785.which is a decimal equivalence of Year/Month/Day.
 NF1785
 NF1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1785
 NF1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1785.GEOID18 height accuracy estimate available here.
 NF1785
 NF1785.Click photographs - Photos may exist for this station.
 NF1785
 NF1785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1785
 NF1785.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1785
 NF1785.The ellipsoidal height was determined by GPS observations
 NF1785.and is referenced to NAD 83.
 NF1785
 NF1785. The following values were computed from the NAD 83(2011) position.
 NF1785
 NF1785;                    North         East     Units Scale Factor Converg.
 NF1785;SPC MI S     -    89,323.034 3,934,207.260   MT  0.99995841   -0 32 34.9
 NF1785;SPC MI S     -   293,054.57 12,907,504.13   iFT  0.99995841   -0 32 34.9
 NF1785;UTM  16      - 4,684,865.580   651,286.786   MT  0.99988162   +1 14 07.8
 NF1785
 NF1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1785!SPC MI S     -   0.99996356  x   0.99995841  =   0.99992197
 NF1785!UTM  16      -   0.99996356  x   0.99988162  =   0.99984518
 NF1785
 NF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5128684865(NAD 83)
 NF1785
 NF1785                          SUPERSEDED SURVEY CONTROL
 NF1785
 NF1785  NAD 83(2007)-  42 18 04.82077(N)    085 09 52.55640(W) AD(2002.00) 0
 NF1785  ELLIP H (02/10/07)  232.370  (m)                       GP(2002.00)    
 NF1785  ELLIP H (07/17/02)  232.383  (m)                       GP(       ) 4 1
 NF1785  NAD 83(1994)-  42 18 04.82083(N)    085 09 52.55688(W) AD(       ) 1
 NF1785  ELLIP H (02/03/97)  232.392  (m)                       GP(       ) 4 1
 NF1785  NAD 83(1986)-  42 18 04.82091(N)    085 09 52.57105(W) AD(       ) 1
 NF1785  NGVD 29 (09/14/93)  265.9    (m)  GEOID93  model used  GPS OBS        
 NF1785
 NF1785.Superseded values are not recommended for survey control.
 NF1785
 NF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1785.See file dsdata.pdf to determine how the superseded data were derived.
 NF1785
 NF1785_MARKER: I = METAL ROD
 NF1785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1785_STAMPING: CALLADINE 1992
 NF1785_MARK LOGO: HOLDEN
 NF1785_PROJECTION: FLUSH
 NF1785_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1785+STABILITY: POSITION/ELEVATION WELL
 NF1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1785+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 NF1785_ROD/PIPE-DEPTH: 7.3 meters
 NF1785
 NF1785  HISTORY     - Date     Condition        Report By
 NF1785  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1785  HISTORY     - 20011128 POOR             NGS
 NF1785  HISTORY     - 20031018 GOOD             USPSQD
 NF1785
 NF1785                          STATION DESCRIPTION
 NF1785
 NF1785'DESCRIBED BY HOLDEN GPS 1992
 NF1785'STATION IS LOCATED ABOUT 2 1/2 MILES EAST NORTHEAST OF THE CENTER OF
 NF1785'GOGUAC LAKE, 1 1/2 MILES NORTH NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1785'BEADLE LAKE ROAD AND 2 1/2 MILES NORTH NORTHEAST OF THE I-94
 NF1785'INTERCHANGE WITH M-66, IN QUAD 420852. IT IS IN THE CITY OF BATTLE
 NF1785'CREEK AND CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN
 NF1785'THE NE 1/4 OF SECTION 18 T2S,R7W, EMMETT TOWNSHIP.
 NF1785'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 2.0
 NF1785'MI (3.2 KM) TO COLUMBIA ROAD, TURN RIGHT AND GO EAST ON COLUMBIA ROAD
 NF1785'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT IN FRONT OF CALLADINES
 NF1785'ELECTRONICS.
 NF1785'STATION IS 6.0FTSOUTH OF THE SOUTHERLY CURB OF COLUMBIA RD, 66 FT
 NF1785'(20.1 M) NORTHEAST FROM A UTILITY POLE, 66 FT (20.1 M) WEST FROM A
 NF1785'FIRE HYDRANT AND 24 FT (7.3 M) FROM THE NORTHERLY EDGE OF THE PARKING
 NF1785'LOT IN FRONT OF CALLADINE ELECTRONICS.
 NF1785'STATION IS GROUND VISIBLE WITH STATION RAYMOND THAT IS 1.7 KM
 NF1785'(1.1 MI) ON THE HILL TO THE NORTHEAST AT COLUMBIA AVENUE AND RAYMOND.
 NF1785
 NF1785                          STATION RECOVERY (2001)
 NF1785
 NF1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1785'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1785
 NF1785                          STATION RECOVERY (2003)
 NF1785
 NF1785'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1785'COVER MISSING
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4981 ***********************************************************************
 DL4981  DESIGNATION -  CALLY FUNK
 DL4981  PID         -  DL4981
 DL4981  STATE/COUNTY-  MI/BAY
 DL4981  COUNTRY     -  US
 DL4981  USGS QUAD   -  ESSEXVILLE (2017)
 DL4981
 DL4981                         *CURRENT SURVEY CONTROL
 DL4981  ______________________________________________________________________
 DL4981* NAD 83(1986) POSITION- 43 36 56.74   (N) 083 49 00.77   (W)   HD_HELD1
 DL4981* NAVD 88 ORTHO HEIGHT -   178.829 (meters)      586.71  (feet) ADJUSTED
 DL4981  ______________________________________________________________________
 DL4981  GEOID HEIGHT    -        -34.599 (meters)                     GEOID18
 DL4981  DYNAMIC HEIGHT  -        178.794 (meters)      586.59  (feet) COMP
 DL4981  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DL4981
 DL4981  VERT ORDER      -  FIRST     CLASS II
 DL4981
 DL4981.The horizontal coordinates were determined by differentially corrected
 DL4981.hand held GPS observations or other comparable positioning techniques
 DL4981.and have an estimated accuracy of +/- 3 meters.
 DL4981
 DL4981.The orthometric height was determined by differential leveling and
 DL4981.adjusted by the NATIONAL GEODETIC SURVEY
 DL4981.in October 2009.
 DL4981
 DL4981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4981.GEOID18 height accuracy estimate available here.
 DL4981
 DL4981.Click photographs - Photos may exist for this station.
 DL4981
 DL4981.The dynamic height is computed by dividing the NAVD 88
 DL4981.geopotential number by the normal gravity value computed on the
 DL4981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4981.degrees latitude (g = 980.6199 gals.).
 DL4981
 DL4981.The modeled gravity was interpolated from observed gravity values.
 DL4981
 DL4981;                    North         East    Units  Estimated Accuracy
 DL4981;SPC MI S     -   235,167.6   4,044,379.0     MT  (+/- 3 meters HH1 GPS) 
 DL4981
 DL4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7270233053(NAD 83)
 DL4981
 DL4981                          SUPERSEDED SURVEY CONTROL
 DL4981
 DL4981.No superseded survey control is available for this station.
 DL4981
 DL4981_MARKER: DD = SURVEY DISK
 DL4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4981_STAMPING: CALLY FUNK 2008
 DL4981_MARK LOGO: MIDT
 DL4981_PROJECTION: FLUSH
 DL4981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4981+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL4981
 DL4981  HISTORY     - Date     Condition        Report By
 DL4981  HISTORY     - 20080514 MONUMENTED       COLEM
 DL4981
 DL4981                          STATION DESCRIPTION
 DL4981
 DL4981'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4981'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 DL4981'KAWKAWLIN, 3.9 MI (6.3 KM) EAST-NORTHEAST OF BAY CITY AND 1.3 MI (2.1
 DL4981'KM) EAST OF ESSEXVILLE.
 DL4981'
 DL4981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 (CENTER
 DL4981'ROAD) WITH JONES ROAD, LOCATED IN THE CITY OF BAY CITY, MI, GO NORTH
 DL4981'ON JONES ROAD FOR 1.5 MI (2.4 KM) TO HAMPTON ROAD AND THE STATION ON
 DL4981'THE LEFT.
 DL4981'
 DL4981'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4981'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4981'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M),
 DL4981'
 DL4981'THE STATION IS 90 FT (27.4 M) WEST OF EDGE OF PAVEMENT OF BOUTELL
 DL4981'ROAD, 31 FT (9.4 M) WEST OF A METAL POST FOR A --WARNING GAS
 DL4981'PIPELINE--, 13.5 FT (4.1 M) NORTH OF EDGE OF PAVEMENT OF HAMPTON ROAD,
 DL4981'AND 4 FT (1.2 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0184 ***********************************************************************
 SG0184  DESIGNATION -  CALUMET
 SG0184  PID         -  SG0184
 SG0184  STATE/COUNTY-  MI/HOUGHTON
 SG0184  COUNTRY     -  US
 SG0184  USGS QUAD   -  AHMEEK (2017)
 SG0184
 SG0184                         *CURRENT SURVEY CONTROL
 SG0184  ______________________________________________________________________
 SG0184* NAD 83(1994) POSITION- 47 15 02.77971(N) 088 24 36.87831(W)   ADJUSTED
 SG0184* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 SG0184  ______________________________________________________________________
 SG0184  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 SG0184  LAPLACE CORR    -        -18.78  (seconds)                    DEFLEC18
 SG0184  HORZ ORDER      -  FIRST
 SG0184
 SG0184.The horizontal coordinates were established by classical geodetic methods
 SG0184.and adjusted by the National Geodetic Survey in February 1997.
 SG0184
 SG0184.The orthometric height was scaled from a topographic map.
 SG0184
 SG0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0184.GEOID18 height accuracy estimate available here.
 SG0184
 SG0184.Click photographs - Photos may exist for this station.
 SG0184
 SG0184.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0184
 SG0184. The following values were computed from the NAD 83(1994) position.
 SG0184
 SG0184;                    North         East     Units Scale Factor Converg.
 SG0184;SPC MI N     -   275,206.870 7,893,246.170   MT  1.00004521   -1 01 09.5
 SG0184;SPC MI N     -   902,909.68 25,896,476.94   iFT  1.00004521   -1 01 09.5
 SG0184;UTM  16      - 5,233,996.585   393,288.898   MT  0.99973995   -1 02 08.5
 SG0184
 SG0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0184!SPC MI N     -   0.99994520  x   1.00004521  =   0.99999041
 SG0184!UTM  16      -   0.99994520  x   0.99973995  =   0.99968516
 SG0184
 SG0184:                Primary Azimuth Mark                     Grid Az
 SG0184:SPC MI N     -  CALUMET AZ MK                            188 21 18.5
 SG0184:UTM  16      -  CALUMET AZ MK                            188 22 17.5
 SG0184
 SG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9328833996(NAD 83)
 SG0184
 SG0184|---------------------------------------------------------------------|
 SG0184| PID    Reference Object                     Distance      Geod. Az  |
 SG0184|                                                           dddmmss.s |
 SG0184| SG0183 CALUMET FIRE TOWER                    9.090 METERS 04235     |
 SG0184| SG0163 GAY ABANDONED MINE STACK            APPROX.19.0 KM 0980055.6 |
 SG0184| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.44.7 KM 1353206.2 |
 SG0184| CJ2306 CALUMET AZ MK                                      1872009.0 |
 SG0184| CJ2307 CALUMET RM 1                         20.855 METERS 21522     |
 SG0184| SG0198 HANCOCK QUINCY MINING TOWN TK       APPROX.17.5 KM 2252835.5 |
 SG0184| SG0171 CALUMET C H COPPER CO H S STK       APPROX. 3.6 KM 2472200.8 |
 SG0184| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 2.8 KM 2561159.5 |
 SG0184| SG0181 CALUMET C H COPPER CO STACK         APPROX. 3.8 KM 2735119.9 |
 SG0184| CJ2308 CALUMET RM 2                         28.450 METERS 31510     |
 SG0184| CJ2309 CALUMET RM 3                                       35753     |
 SG0184|---------------------------------------------------------------------|
 SG0184
 SG0184                          SUPERSEDED SURVEY CONTROL
 SG0184
 SG0184  NAD 83(1986)-  47 15 02.77445(N)    088 24 36.85131(W) AD(       ) 1
 SG0184  NAD 27      -  47 15 03.04100(N)    088 24 36.42300(W) AD(       ) 1
 SG0184
 SG0184.Superseded values are not recommended for survey control.
 SG0184
 SG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0184.See file dsdata.pdf to determine how the superseded data were derived.
 SG0184
 SG0184_MARKER: DS = TRIANGULATION STATION DISK
 SG0184_SETTING: 66 = SET IN ROCK OUTCROP
 SG0184_STAMPING: CALUMET
 SG0184_MARK LOGO: CGS
 SG0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0184+STABILITY: POSITION/ELEVATION WELL
 SG0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0184+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 SG0184
 SG0184  HISTORY     - Date     Condition        Report By
 SG0184  HISTORY     - 1939     MONUMENTED       CGS
 SG0184  HISTORY     - 1962     GOOD             CGS
 SG0184  HISTORY     - 1977     GOOD             NGS
 SG0184  HISTORY     - 1990     GOOD             NGS
 SG0184  HISTORY     - 19981116 GOOD             MIDT
 SG0184  HISTORY     - 20050505 GOOD             GEOCAC
 SG0184
 SG0184                          STATION DESCRIPTION
 SG0184
 SG0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0184'ABOUT 2 MILES EAST OF THE TOWN OF CALUMET, NEAR THE EAST
 SG0184'QUARTER CORNER OF SEC. 18, T. 56 N., R. 32 W., ON LAND BELIEVED
 SG0184'TO BE OWNED BY THE CALUMET AND HECLA MINING COMPANY, 19.2
 SG0184'FEET SOUTHWEST OF THE CALUMET FIRE TOWER LADDER LEG AND
 SG0184'29.80 FEET (9.088 METERS) SOUTHWEST OF U.S.C. AND G.S.
 SG0184'TRIANGULATION STATION CALUMET FIRE TOWER 1934 (MICH. GEOD. S.).
 SG0184'THE MARK IS SET IN BEDROCK 9 INCHES UNDERGROUND, AND IS
 SG0184'STAMPED CALUMET 1939.
 SG0184'
 SG0184'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY
 SG0184'41 IN CALUMET, DRIVE NORTHEAST ON U.S. HIGHWAY 41 FOR 1.1
 SG0184'MILES TO A DOUBLE TRACK RAILROAD CROSSING, CONTINUE AHEAD
 SG0184'FOR 0.3 MILE TO A CROSS ROAD, TURN RIGHT ON THE GRAVEL ROAD
 SG0184'AND DRIVE 0.2 MILE, TURN LEFT AT A FORK AND DRIVE 0.4 MILE
 SG0184'(PASSING TO THE NORTH OF THE OLD MINE BUILDINGS) TO A RAILROAD
 SG0184'Y, DRIVE TO THE LEFT, AROUND THE Y, AND CONTINUE 0.35 MILE
 SG0184'TO A FORK, TAKE THE RIGHT FORK AND DRIVE 0.35 MILE TO THE
 SG0184'STATION AND FIRE TOWER ON TOP OF THE KNOLL, ABOUT 150 FEET
 SG0184'TO THE LEFT.
 SG0184'
 SG0184'THE SURFACE MARK AND REFERENCE MARKS NO. 1 AND NO. 3 ARE
 SG0184'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 SG0184'REFERENCE MARK NO. 2 AND THE AZIMUTH
 SG0184'MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED
 SG0184'THERE IS NO UNDERGROUND MARK.
 SG0184'
 SG0184'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, STAMPED
 SG0184'CALUMET NO 1 1939 AND IS FLUSH WITH THE SURFACE OF THE BEDROCK.
 SG0184'
 SG0184'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, STAMPED
 SG0184'CALUMET NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0184'
 SG0184'REFERENCE MARK NO. 3 IS APPROXIMATELY 110 YARDS NORTH-NORTHWEST
 SG0184'OF THE STATION, IN THE TOP OF A LARGE OUTCROP OF BEDROCK,
 SG0184'AND IS SET FLUSH WITH THE SURFACE OF THE BEDROCK.  ROUGH
 SG0184'TERRAIN AND A SHORT TAPE PREVENTED ACCURATE MEASUREMENT.
 SG0184'THIS REFERENCE MARK IS IDENTICAL WITH REFERENCE MARK NO.
 SG0184'3 FOR CALUMET FIRE TOWER 1934 (MICH. GEOD. S.).
 SG0184'
 SG0184'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, ON THE TOP
 SG0184'OF A SMALL RIDGE, 1 FOOT NORTH OF A FENCE, 36 FEET EAST
 SG0184'OF A FORKED TREE, 150 FEET EAST OF A ROCK PILE AND ABOUT
 SG0184'70 YARDS WEST OF A NORTH-SOUTH FENCE, STAMPED CALUMET 1939
 SG0184'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 SG0184'
 SG0184'TO REACH AZIMUTH MARK FROM THE STATION, DRIVE SOUTH 0.25
 SG0184'MILE TO A GROUP OF FARM BUILDINGS, THEN TURN SOUTHWEST ACROSS
 SG0184'A PASTURE AND DRIVE 0.15 MILE TO A GATE, GO THROUGH THE
 SG0184'GATE AND DRIVE 0.15 MILE SOUTHEAST TO THE ROCK PILE ACROSS
 SG0184'THE PASTURE.
 SG0184'
 SG0184'A 37-FOOT TOWER IS NEEDED TO CLEAR TREES NEAR THE STATION
 SG0184'TO SEE THE TOWERS AT STATIONS ARCADIA, WHEAL KATE AND PEQUAMING.
 SG0184'THE TOWER AT STATION GAY IS VISIBLE FROM THE GROUND.
 SG0184'
 SG0184'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 SG0184
 SG0184                          STATION RECOVERY (1962)
 SG0184
 SG0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0184'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 SG0184'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 SG0184'SEARCHED FOR.
 SG0184
 SG0184                          STATION RECOVERY (1977)
 SG0184
 SG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0184'STATION MARK WAS RECOVERED ABOUT 10 INCHES BELOW THE SURFACE OF THE
 SG0184'GROUND AND FOUND IN GOOD CONDITION, REFERENCE MARKS 1, 2 AND 3
 SG0184'WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE FIRE TOWER HAS
 SG0184'BEEN REMOVED.  PART OF THE DISK FOR STATION CALUMET
 SG0184'MICH. GEOD. SURVEY WAS RECOVERED, THE TRIANGLE AND DOT ON MAIN
 SG0184'STEM WAS IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 SG0184'
 SG0184'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 SG0184'26 IN CALUMET GO NORTHEAST ON U.S. HIGHWAY 41 FOR 1.1 MILE TO
 SG0184'A RAILROAD CROSSING, CONTINUE AHEAD FOR 0.3 MILE TO A CROSS
 SG0184'ROAD.  TURN RIGHT ON GRAVEL ROAD AND GO 0.2 MILE TO A FORK.  TURN
 SG0184'LEFT AND GO 0.4 MILE TO A RAILROAD Y.  KEEP LEFT AROUND Y AND
 SG0184'CONTINUE 0.35 MILE TO A FORK.  KEEP RIGHT FORK AND GO FOR 0.35
 SG0184'MILE TO THE HIGHEST PART OF HILL AND STATION ACROSS FENCE ON
 SG0184'LARGE ROCK.
 SG0184'
 SG0184'NOTE REFERENCE MARK NUMBER 3 IS NOT V.G. TREES ARE ON LINE.
 SG0184'
 SG0184'A TOWER WOULD BE REQUIRED AT THIS STATION.
 SG0184'
 SG0184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0184'ABOUT 2 MILES EAST OF CALUMET.
 SG0184
 SG0184                          STATION RECOVERY (1990)
 SG0184
 SG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RDS)
 SG0184'RECOVERED IN GOOD CONDITION.
 SG0184
 SG0184                          STATION RECOVERY (1998)
 SG0184
 SG0184'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0184'CALUMET, 1.65 MILES NE ALONG US-41 FROM JUNCTION OF M203, THENCE 1
 SG0184'MILE SE ALONG PAVED ROAD, THENCE 0.8 MILES SW ALONG GRAVEL GRAVEL RD
 SG0184'TO OLD RR GRADE SE-NW, THENCE 0.15 MILE NW ALONG ATV TRAIL. PACK OR
 SG0184'ATV SW 0.25 MILES TO TOP OF SECOND HILL AND THE MARK 39.8 FT SW OF THE
 SG0184'CENTER OF 4 OLD CONCRETE FOOTING. 10-INCHES BELOW GROUND. GPS=YES.
 SG0184
 SG0184                          STATION RECOVERY (2005)
 SG0184
 SG0184'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0184'RM 1 WAS FOUND EASILY, RM 2, RM 3 AND AZI WERE NOT LOOKED FOR.
 SG0184'THE SITE LOCATION APPEARS TO BE PRIVATE LAND. ACCESS ROADS HAVE BEEN
 SG0184'BLOCKED OFF. USED ATV FOLLOWING A POWER LINE OFF OF OLD RR GRADE SE
 SG0184'(SEE 1998 TO REACH) THENCE WEST TO TOP OF HILL AND THE STAION ON THE
 SG0184'RIGHT. THE OLD TOWER FOOTING ARE THE ONLY NOTABLE REFERENCE IN
 SG0184'LOCATING THE STATION.
 SG0184'
 SG0184'TO REACH FROM THE CALUMET AREA SCHOOLS ON US-41, GO SE ON SCHOOL ST 1
 SG0184'BLOCK TO ROCKLAND ST, THENCE LEFT (NE) TO STABLE STREET, THENCE RIGHT
 SG0184'(EAST) ALONG STABLE ST/OLD COLONY RD ABOUT 1.2 MILES TO GRAVEL RD
 SG0184'LEFT, THENCE NORTH AND EAST ON LOUKUS RD TO FARM HOUSE AND THE END OF
 SG0184'PUBLIC TRAVEL. THE MARK IS ABOUT 0.25 MILE NNE OF THE HOUSE ON THE
 SG0184'NORTH SIDE OF THE POWER LINE ON A ROCK RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0183 ***********************************************************************
 SG0183  DESIGNATION -  CALUMET FIRE TOWER
 SG0183  PID         -  SG0183
 SG0183  STATE/COUNTY-  MI/HOUGHTON
 SG0183  COUNTRY     -  US
 SG0183  USGS QUAD   -  AHMEEK (2017)
 SG0183
 SG0183                         *CURRENT SURVEY CONTROL
 SG0183  ______________________________________________________________________
 SG0183* NAD 83(1994) POSITION- 47 15 02.99640(N) 088 24 36.58576(W)   ADJUSTED
 SG0183* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 SG0183  ______________________________________________________________________
 SG0183  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 SG0183  LAPLACE CORR    -        -18.79  (seconds)                    DEFLEC18
 SG0183  HORZ ORDER      -  SECOND
 SG0183
 SG0183.The horizontal coordinates were established by classical geodetic methods
 SG0183.and adjusted by the National Geodetic Survey in February 1997.
 SG0183
 SG0183.The orthometric height was scaled from a topographic map.
 SG0183
 SG0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0183.GEOID18 height accuracy estimate available here.
 SG0183
 SG0183.Click photographs - Photos may exist for this station.
 SG0183
 SG0183.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0183
 SG0183. The following values were computed from the NAD 83(1994) position.
 SG0183
 SG0183;                    North         East     Units Scale Factor Converg.
 SG0183;SPC MI N     -   275,213.451 7,893,252.440   MT  1.00004522   -1 01 09.3
 SG0183;SPC MI N     -   902,931.27 25,896,497.51   iFT  1.00004522   -1 01 09.3
 SG0183;UTM  16      - 5,234,003.163   393,295.168   MT  0.99973993   -1 02 08.3
 SG0183
 SG0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0183!SPC MI N     -   0.99994504  x   1.00004522  =   0.99999026
 SG0183!UTM  16      -   0.99994504  x   0.99973993  =   0.99968499
 SG0183
 SG0183:                Primary Azimuth Mark                     Grid Az
 SG0183:SPC MI N     -  WHEAL KATE RESET                         225 02 58.9
 SG0183:UTM  16      -  WHEAL KATE RESET                         225 03 57.9
 SG0183
 SG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9329534003(NAD 83)
 SG0183
 SG0183|---------------------------------------------------------------------|
 SG0183| PID    Reference Object                     Distance      Geod. Az  |
 SG0183|                                                           dddmmss.s |
 SG0183| SG0232 WHEAL KATE RESET                    APPROX.27.6 KM 2240149.6 |
 SG0183| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 2.8 KM 2560550.8 |
 SG0183|---------------------------------------------------------------------|
 SG0183
 SG0183                          SUPERSEDED SURVEY CONTROL
 SG0183
 SG0183  NAD 83(1986)-  47 15 02.99114(N)    088 24 36.55876(W) AD(       ) 2
 SG0183  NAD 27      -  47 15 03.25800(N)    088 24 36.13000(W) AD(       ) 2
 SG0183
 SG0183.Superseded values are not recommended for survey control.
 SG0183
 SG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0183.See file dsdata.pdf to determine how the superseded data were derived.
 SG0183
 SG0183_MARKER: DD = SURVEY DISK
 SG0183_SETTING: 66 = SET IN ROCK OUTCROP
 SG0183_STAMPING: CALUMET FIRE TOWER 1934
 SG0183_MARK LOGO: CGS+SS
 SG0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0183+STABILITY: POSITION/ELEVATION WELL
 SG0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0183+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 SG0183
 SG0183  HISTORY     - Date     Condition        Report By
 SG0183  HISTORY     - 1934     MONUMENTED       MIGS
 SG0183  HISTORY     - 1939     GOOD             CGS
 SG0183  HISTORY     - 1962     GOOD             CGS
 SG0183  HISTORY     - 19981116 GOOD             MIDT
 SG0183  HISTORY     - 20050505 POOR             GEOCAC
 SG0183
 SG0183                          STATION DESCRIPTION
 SG0183
 SG0183'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0183'EAST OF ALBION LOCATION, IN SEC. 18, T. 56 N., R. 32 W.,
 SG0183'CENTERED PLUMB UNDER THE CENTER OF FLOOR AND ROOF OF THE
 SG0183'CAB OF CALUMET FIRE LOOKOUT TOWER.  THE STATION MARK IS
 SG0183'SET IN BARE OUTCROPPING BEDROCK.
 SG0183'
 SG0183'TO REACH FROM CALUMET, FOLLOW MAIN HIGHWAY TOWARDS COPPER
 SG0183'HARBOR, TURN EAST (AT NORTH EDGE OF CALUMET) ON PINE STREET
 SG0183'FOR SHORT DISTANCE, THENCE NORTH (ON MAIN HIGHWAY) FOR 0.6
 SG0183'MILE (CROSSING TRACKS 0.3 MILE NORTH) TO POINT WHERE ROAD
 SG0183'BRANCHES OFF TO EAST IN CENTENNIAL LOCATION, TURN EAST KEEPING
 SG0183'TO LEFT ON WINDING ROAD (PASSING ALL MINE BUILDINGS ON RIGHT
 SG0183'AT 0.3 MILE) FOR 1.4 MILES TO FIRE LOOKOUT TOWER AND THE
 SG0183'STATION.
 SG0183'
 SG0183'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 SG0183'DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0183'
 SG0183'REFERENCE MARKS NO. 1 (AZIMUTH MARK) AND NO. 2 WERE SET
 SG0183'IN OUTCROPPING BEDROCK, FROM WHICH ABOUT SIX INCHES OF BEDROCK
 SG0183'WAS STRIPPED, AND MAY BECOME COVERED OVER.  REFERENCE MARK
 SG0183'NO. 3 IS SET IN BARE OUTCROPPING BEDROCK.
 SG0183'
 SG0183'HEIGHT OF LIGHT ABOVE STATION MARK - 27.18 METERS.
 SG0183
 SG0183                          STATION RECOVERY (1939)
 SG0183
 SG0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0183'ON THE HIGHEST KNOB OF A HILL, 29.80 FEET (9.088 METERS)
 SG0183'NORTHEAST OF TRIANGULATION STATION CALUMET, IN BEDROCK UNDER
 SG0183'THE CENTER OF THE CALUMET FIRE TOWER, FLUSH WITH THE GROUND AND
 SG0183'STAMPED CALUMET FIRE TOWER 1934.
 SG0183'
 SG0183'THE CALUMET FIRE TOWER IS A 100-FOOT STEEL STRUCTURE WITH
 SG0183'FOUR LEGS AND A GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.
 SG0183
 SG0183                          STATION RECOVERY (1962)
 SG0183
 SG0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0183'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SG0183
 SG0183                          STATION RECOVERY (1998)
 SG0183
 SG0183'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0183'CALUMET, 1.65 MILES NE ALONG US-41 FROM JUNCTION OF M203, THENCE 1
 SG0183'MILE SE ON PAVED ROAD, THENCE 0.8 MILES SW ALONG GRAVEL GRAVEL RD TO
 SG0183'OLD RR GRADE SE-NW, THENCE 0.15 MILE NW ALONG ATV TRAIL. PACK OR ATV
 SG0183'SW 0.25 MILES TO TOP OF SECOND HILL AND THE MARK AT THE CENTER OF 4
 SG0183'OLD CONCRETE FOOTING. NOT SUITABLE FOR GPS.
 SG0183
 SG0183                          STATION RECOVERY (2005)
 SG0183
 SG0183'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0183'THE SURVEY DISK HAS BEEN TAMPERED WITH, THE STEM AND CENTER PORTION OF
 SG0183'CAP WITH DOT IS THERE.
 SG0183'THE SITE LOCATION APPEARS TO BE PRIVATE LAND. ACCESS ROADS HAVE BEEN
 SG0183'BLOCKED OFF. USED ATV FOLLOWING A POWER LINE OFF OF OLD RR GRADE SE
 SG0183'(SEE 1998 TO REACH) THENCE WEST TO TOP OF HILL AND THE STAION ON THE
 SG0183'RIGHT. THE OLD TOWER FOOTING ARE THE ONLY NOTABLE REFERENCE IN
 SG0183'LOCATING THE STATION.
 SG0183'
 SG0183'TO REACH FROM THE CALUMET AREA SCHOOLS ON US-41, GO SE ON SCHOOL ST 1
 SG0183'BLOCK TO ROCKLAND ST, THENCE LEFT (NE) TO STABLE STREET, THENCE RIGHT
 SG0183'(EAST) ALONG STABLE ST/OLD COLONY RD ABOUT 1.2 MILES TO GRAVEL RD
 SG0183'LEFT, THENCE NORTH AND EAST ON LOUKUS RD TO FARM HOUSE AND THE END OF
 SG0183'PUBLIC TRAVEL. THE MARK IS ABOUT 0.25 MILE NNE OF THE HOUSE ON THE
 SG0183'NORTH SIDE OF THE POWER LINE ON A ROCK RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1735 ***********************************************************************
 MD1735  DESIGNATION -  CALVIN
 MD1735  PID         -  MD1735
 MD1735  STATE/COUNTY-  MI/CASS
 MD1735  COUNTRY     -  US
 MD1735  USGS QUAD   -  ADAMSVILLE (2017)
 MD1735
 MD1735                         *CURRENT SURVEY CONTROL
 MD1735  ______________________________________________________________________
 MD1735* NAD 83(1994) POSITION- 41 50 10.42188(N) 085 55 26.55866(W)   ADJUSTED
 MD1735* NAVD 88 ORTHO HEIGHT -   307.9   (meters)     1010.    (feet) VERTCON3
 MD1735  ______________________________________________________________________
 MD1735  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 MD1735  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 MD1735  HORZ ORDER      -  FIRST
 MD1735
 MD1735.The horizontal coordinates were established by classical geodetic methods
 MD1735.and adjusted by the National Geodetic Survey in February 1997.
 MD1735
 MD1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1735
 MD1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1735.GEOID18 height accuracy estimate available here.
 MD1735
 MD1735.Click photographs - Photos may exist for this station.
 MD1735
 MD1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1735
 MD1735. The following values were computed from the NAD 83(1994) position.
 MD1735
 MD1735;                    North         East     Units Scale Factor Converg.
 MD1735;SPC MI S     -    38,545.216 3,870,637.728   MT  1.00007287   -1 03 35.4
 MD1735;SPC MI S     -   126,460.68 12,698,942.68   iFT  1.00007287   -1 03 35.4
 MD1735;UTM  16      - 4,632,152.636   589,336.819   MT  0.99969821   +0 43 03.8
 MD1735
 MD1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1735!SPC MI S     -   0.99995694  x   1.00007287  =   1.00002981
 MD1735!UTM  16      -   0.99995694  x   0.99969821  =   0.99965517
 MD1735
 MD1735:                Primary Azimuth Mark                     Grid Az
 MD1735:SPC MI S     -  SHERMAN                                  089 10 32.0
 MD1735:UTM  16      -  SHERMAN                                  087 23 52.8
 MD1735
 MD1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8933632152(NAD 83)
 MD1735
 MD1735|---------------------------------------------------------------------|
 MD1735| PID    Reference Object                     Distance      Geod. Az  |
 MD1735|                                                           dddmmss.s |
 MD1735| MD1518 SHERMAN                             APPROX.39.1 KM 0880656.6 |
 MD1735|---------------------------------------------------------------------|
 MD1735
 MD1735                          SUPERSEDED SURVEY CONTROL
 MD1735
 MD1735  NAD 83(1986)-  41 50 10.42268(N)    085 55 26.56504(W) AD(       ) 1
 MD1735  NAD 27      -  41 50 10.23580(N)    085 55 26.56850(W) AD(       ) 1
 MD1735  USSD        -  41 50 10.29800(N)    085 55 26.40000(W) AD(       ) 3
 MD1735  NGVD 29 (07/19/86)  308.0    (m)         1010.     (f) VERT ANG       
 MD1735
 MD1735.Superseded values are not recommended for survey control.
 MD1735
 MD1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1735.See file dsdata.pdf to determine how the superseded data were derived.
 MD1735
 MD1735_MARKER: V = STONE MONUMENT
 MD1735_SETTING: 0 = UNSPECIFIED SETTING
 MD1735
 MD1735  HISTORY     - Date     Condition        Report By
 MD1735  HISTORY     - 1878     MONUMENTED       USLS
 MD1735  HISTORY     - 1935     GOOD             CGS
 MD1735  HISTORY     - 1980     GOOD             MIDH
 MD1735
 MD1735                          STATION DESCRIPTION
 MD1735
 MD1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSB)
 MD1735'ABOUT 7 MILES SOUTH OF VANDALIA, ABOUT 7 MILES SOUTHEAST OF
 MD1735'CASSOPOLIS, STATIONS ON THE MICHIGAN CENTRAL RAILROAD, IN NE 1/4 SEC.
 MD1735'27, T. 7 S., R. 14 W., CALVIN TOWNSHIP.  MARKED BY STONE POSTS.
 MD1735'REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND BEARINGS
 MD1735'FROM STATION-44.6 METERS (146 FEET), N. 59 DEG. 28 MIN. E., 87.5
 MD1735'METERS (287 FEET), S. 21 DEG. 36 MIN. E., AND 82.1 METERS (269 FEET),
 MD1735'S. 9 DEG. 47 MIN. W.  CASS COUNTY- SW. CORNER OF NW. QUARTER OF SEC.
 MD1735'27, T. 7 S., R. 14 W.  (U.S.L.S.) IS 1,004.5 METERS (3,296 FEET) FROM
 MD1735'STATION ON BEARING S. 67 DEG. 08 MIN. W.  IN 1935 STATION AND THREE
 MD1735'REFERENCE MARKS RECOVERED, AND FURTHER DESCRIBED AS BEING ABOUT 12.6
 MD1735'MILES BY ROAD NORTH BY EAST OF ELKHART, 0.75 MILE EAST OF COUNTY ROUTE
 MD1735'665, 0.5 MILE NORTH OF GRAVEL SECTION-LINE ROAD, AT HIGHEST POINT OF
 MD1735'WOODLAND OWNED BY AMOS SMITH AND FARMED BY MR. WALLACE.
 MD1735'
 MD1735'STATION MARK IS 6 BY 6-INCH STONE POST WITH SHORT CROSSLINES ON IT, IN
 MD1735'WOODS, 85 PACES NORTH OF PROPERTY LINE BETWEEN SMITH ON NORTH AND
 MD1735'BROWN ON SOUTH.  IT PROJECTS 3 INCHES.  TRIANGLES WERE BLAZED ON
 MD1735'8-INCH ELM TREE 7 FEET SOUTHEAST, ON 8-INCH ELM TREE 6 FEET SOUTHWEST,
 MD1735'AND ON 4-INCH OAK TREE 2 FEET SOUTHEAST.  IN 1935 STONE POST NORTHEAST
 MD1735'OF STATION WAS FOUND LYING ON SURFACE OF GROUND, NOT MUCH OUT OF
 MD1735'ORIGINAL POSITION.  STONE POST SOUTHEAST OF STATION RECOVERED, IN
 MD1735'PROPERTY LINE, PROJECTING 6 INCHES, AND 20-INCH OAK TREE ABOUT 3 FEET
 MD1735'SOUTHWEST OF THIS POST WAS MARKED WITH TRIANGULAR BLAZE.
 MD1735'
 MD1735'STONE POST SOUTHWEST OF STATION RECOVERED, IN SAME PROPERTY LINE AS
 MD1735'SOUTHEAST POST.  ALL REFERENCE POSTS HAVE LETTERS U.S. CUT IN THEIR
 MD1735'TOPS.  STATION MOST EASILY RECOVERED FROM SOUTHEAST REFERENCE MARK.
 MD1735'
 MD1735'TO REACH STATION FROM POST OFFICE IN ELKHART, FOLLOW U.S. HIGHWAY
 MD1735'112-S NORTH 5.9 MILES TO POINT 0.6 MILE NORTH OF STATE LINE, WHERE
 MD1735'HIGHWAY TURNS EAST, CONTINUE NORTH ON COUNTY ROUTE 677 (GRAVEL) 2.0
 MD1735'MILES TO GRAVEL CROSSROAD, TURN EAST AND GO 2.0 MILES TO CROSSROADS AT
 MD1735'JUNCTION WITH COUNTY ROUTE 665, FOLLOW ROUTE 665 NORTH 2.0 MILES TO
 MD1735'GRAVEL CROSSROAD, TURN EAST AND GO 0.75 MILE TO SMALL RED SHACK ON
 MD1735'NORTH SIDE OF ROAD (MR. BROWNS HOME).  FROM MR. BROWNS HOUSE GO NORTH
 MD1735'ACROSS IDLE GROUND ABOUT 0.5 MILE TO PROPERTY-LINE FENCE WHICH IS
 MD1735'MARKED ONLY BY THICK GROWTH OF BUSHY TREES.  REFERENCE STONES ARE IN
 MD1735'THIS FENCE.  MR. GUY BYRD, WHO LIVES 0.25 MILE EAST OF MR. BROWNS
 MD1735'HOUSE, ON NORTH SIDE OF GRAVEL ROAD, KNOWS LOCATION OF ALL MARKS.
 MD1735
 MD1735                          STATION RECOVERY (1980)
 MD1735
 MD1735'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1735'THE STATION MARK AND THE REFERENCE MARK TO THE SOUTHEAST WERE
 MD1735'RECOVERED IN GOOD CONDITION.  STONE POST SOUTHWEST OF THE STATION
 MD1735'WAS FOUND LYING ON SURFACE OF GROUND.
 MD1735'
 MD1735'ORIGINAL OWNERS HAVE SINCE DIED AND THE RED SHACK IS GONE.  OWNER OF
 MD1735'LAND NOW IS ROBERT BROSSMAN OF UNION, MICHIGAN.  PHONE 616 641 7274.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0227 ***********************************************************************
 QJ0227  DESIGNATION -  CAMEL
 QJ0227  PID         -  QJ0227
 QJ0227  STATE/COUNTY-  MI/ALPENA
 QJ0227  COUNTRY     -  US
 QJ0227  USGS QUAD   -  NORTH POINT (2017)
 QJ0227
 QJ0227                         *CURRENT SURVEY CONTROL
 QJ0227  ______________________________________________________________________
 QJ0227* NAD 83(1994) POSITION- 45 06 42.01882(N) 083 22 26.31428(W)   ADJUSTED
 QJ0227* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 QJ0227  ______________________________________________________________________
 QJ0227  GEOID HEIGHT    -        -36.664 (meters)                     GEOID18
 QJ0227  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 QJ0227  HORZ ORDER      -  THIRD
 QJ0227
 QJ0227.The horizontal coordinates were established by classical geodetic methods
 QJ0227.and adjusted by the National Geodetic Survey in February 1997.
 QJ0227
 QJ0227.The orthometric height was scaled from a topographic map.
 QJ0227
 QJ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0227.GEOID18 height accuracy estimate available here.
 QJ0227
 QJ0227.Click photographs - Photos may exist for this station.
 QJ0227
 QJ0227.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0227
 QJ0227. The following values were computed from the NAD 83(1994) position.
 QJ0227
 QJ0227;                    North         East     Units Scale Factor Converg.
 QJ0227;SPC MI C     -   199,939.215 6,078,109.880   MT  0.99991701   +0 42 04.5
 QJ0227;SPC MI C     -   655,968.55 19,941,305.38   iFT  0.99991701   +0 42 04.5
 QJ0227;UTM  17      - 4,998,097.552   313,258.306   MT  1.00002881   -1 40 56.7
 QJ0227
 QJ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0227!SPC MI C     -   0.99997426  x   0.99991701  =   0.99989127
 QJ0227!UTM  17      -   0.99997426  x   1.00002881  =   1.00000307
 QJ0227
 QJ0227:                Primary Azimuth Mark                     Grid Az
 QJ0227:SPC MI C     -  PRECORE                                  213 13 44.1
 QJ0227:UTM  17      -  PRECORE                                  215 36 45.3
 QJ0227
 QJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1325898097(NAD 83)
 QJ0227
 QJ0227|---------------------------------------------------------------------|
 QJ0227| PID    Reference Object                     Distance      Geod. Az  |
 QJ0227|                                                           dddmmss.s |
 QJ0227| QJ0372 CAMEL RM 3                            5.827 METERS 13336     |
 QJ0227| CH1784 CAMEL RM 1                           25.811 METERS 13823     |
 QJ0227| CH1783 CAMEL AZ MK                                        1963923.1 |
 QJ0227| QJ0238 ALPENA HURON CEMENT CO STACK        APPROX. 5.1 KM 2092954.2 |
 QJ0227| QJ0235 ALPENA MARKER RADIO BEACON          APPROX. 6.9 KM 2135410.1 |
 QJ0227| PK0324 PRECORE                             APPROX.20.6 KM 2135548.6 |
 QJ0227| QJ0371 CAMEL RM 2                           22.997 METERS 21815     |
 QJ0227| QJ0230 ALPENA ST MARYS CATH CH SPIRE       APPROX. 6.6 KM 2192837.4 |
 QJ0227| QJ0231 ALPENA RADIO STA KQA 293 MAST       APPROX. 9.9 KM 2215641.4 |
 QJ0227| QJ0234 ALPENA ST BERNARDS CATH SPIRE       APPROX. 7.2 KM 2234135.7 |
 QJ0227| QJ0239 ALPENA MUNICIPAL TANK               APPROX. 6.7 KM 2272252.0 |
 QJ0227| QJ0237 ALPENA ST ANNES CH E SPIRE          APPROX. 7.2 KM 2283010.2 |
 QJ0227| QJ0240 ALPENA BESSER CO WATER TANK         APPROX. 6.3 KM 2322252.9 |
 QJ0227| QJ0236 ALPENA RADIO STATION WATZ MAST      APPROX. 9.5 KM 2345627.2 |
 QJ0227|---------------------------------------------------------------------|
 QJ0227
 QJ0227                          SUPERSEDED SURVEY CONTROL
 QJ0227
 QJ0227  NAD 83(1986)-  45 06 42.01472(N)    083 22 26.31712(W) AD(       ) 3
 QJ0227  NAD 27      -  45 06 41.96700(N)    083 22 26.42000(W) AD(       ) 3
 QJ0227
 QJ0227.Superseded values are not recommended for survey control.
 QJ0227
 QJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0227.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0227
 QJ0227_MARKER: DS = TRIANGULATION STATION DISK
 QJ0227_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0227_STAMPING: CAMEL 1956
 QJ0227_MARK LOGO: CGS
 QJ0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0227+STABILITY: POSITION/ELEVATION WELL
 QJ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0227+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1984
 QJ0227
 QJ0227  HISTORY     - Date     Condition        Report By
 QJ0227  HISTORY     - 1956     MONUMENTED       CGS
 QJ0227  HISTORY     - 1956     GOOD             CGS
 QJ0227  HISTORY     - 19840725 GOOD             NGS
 QJ0227  HISTORY     - 19840727 GOOD             NGS
 QJ0227
 QJ0227                          STATION DESCRIPTION
 QJ0227
 QJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0227'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ALPENA ON THE NORTHWEST
 QJ0227'SIDE OF A NARROW ROCKY ROAD AND ON THE PROPERTY OF FORD MOTOR COMPANY.
 QJ0227'IT IS 73 FEET NORTHEAST OF THE CENTER LINE OF THE NARROW ROCKY ROAD,
 QJ0227'88 FEET NORTHWEST OF AN 8 INCH TWIN MAPLE TREE AND 9 FEET NORTHEAST OF
 QJ0227'A WHITE WITNESS POST.  THE MARK IS 8 INCHES UNDERGROUND AND THE DISK
 QJ0227'IS STAMPED CAMEL 1956.
 QJ0227'
 QJ0227'TO REACH THE STATION FROM THE COURTHOUSE IN ALPENA, GO NORTH ON U.S.
 QJ0227'HIGHWAY 23 FOR 2.8 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO
 QJ0227'EAST ON GRAVEL ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD.  CONTINUE EAST
 QJ0227'ON GRAVEL ROAD FOR 1.0 MILE TO A SECOND GRAVEL CROSSROAD.  CONTINUE
 QJ0227'EAST ON A NARROW ROCKY ROAD FOR 1.85 MILE TO THE AZIMUTH MARK ON THE
 QJ0227'LEFT. CONTINUE NORTHEASTERLY ON NARROW ROCKY ROAD FOR 0.15 MILE TO THE
 QJ0227'STATION ON THE LEFT.
 QJ0227'
 QJ0227'REFERENCE MARK 1 IS 12 FEET SOUTHEAST OF THE CENTER LINE OF THE NARROW
 QJ0227'ROCKY ROAD AND 15.5 FEET SOUTHWEST OF THE 8 INCH TWIN MAPLE TREE.  THE
 QJ0227'DISK IS SET FLUSH IN A DRILL HOLE AND IS STAMPED CAMEL NO 1 1956.
 QJ0227'
 QJ0227'REFERENCE MARK 2 IS 72 FEET NORTHWEST OF THE CENTER LINE OF THE NARROW
 QJ0227'ROCKY ROAD, 67 FEET SOUTH OF THE WHITE WITNESS POST AND 14 FEET NORTH
 QJ0227'OF A 6 INCH CEDAR TREE.  THE DISK IS SET FLUSH IN A DRILL HOLE AND IS
 QJ0227'STAMPED CAMEL NO 2 1956.
 QJ0227'
 QJ0227'AZIMUTH MARK IS 20 FEET NORTHWEST OF THE CENTER LINE OF THE NARROW
 QJ0227'ROCKY ROAD AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 QJ0227'4 INCHES AND THE DISK IS STAMPED CAMEL 1956.
 QJ0227'
 QJ0227'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0227
 QJ0227                          STATION RECOVERY (1956)
 QJ0227
 QJ0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QJ0227'RECOVERED IN GOOD CONDITION.
 QJ0227
 QJ0227                          STATION RECOVERY (1984)
 QJ0227
 QJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QJ0227'THE STATION MARK REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 QJ0227'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  A NEW
 QJ0227'REFERENCE MARK 3 WAS SET AT THIS TIME.  THE AZIMUTH MARK IS NOW
 QJ0227'BLOCKED BY TREES AND BRUSH ABOUT 1/2 DAYS CLEARING.  THE DISTANCE TO
 QJ0227'REFERENCE MARK 2 CKECKED THE OLD DATA.  THE TO REACH FOR THIS STATION
 QJ0227'IS STILL ADEQUATE WITH ONE ADDITION THE GRAVEL ROAD IS HAMILTON ROAD.
 QJ0227'
 QJ0227'THE STATION IS A STANDARD CGS DISK STAMPED--CAMEL 1956--, SET INTO
 QJ0227'ROCK OUTCROP.  IT IS LOCATED 22.433 METERS (73.599 FT) NORTHWEST FROM
 QJ0227'THE CENTERLINE OF GRAVEL ROAD 1.707 METERS (5.600 FT) EAST FROM A
 QJ0227'METAL WITNESS POST 0.610 METERS (2.001 FT) SOUTHWEST FROM A ROCK KELAN
 QJ0227'AND 2.682 METERS (8.799 FT) NORTH FROM A WOODEN WITNESS POST.
 QJ0227'
 QJ0227'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CAMEL NO 2 1956--,
 QJ0227'SET INTO ROCK OUTCROP.  IT IS LOCATED 21.946 METERS (72.001 FT)
 QJ0227'NORTHWEST FROM THE CENTERLINE OF GRAVELROAD, 3.200 METERS (10.499 FT)
 QJ0227'NORTHWEST FROM A 4 INCH BEECH TREE WITH TRIANGLE BLAZE AND 4.145
 QJ0227'METERS (13.599 FT) NORTHEAST FROM AN 8 INCH CEDAR TREE AND 0.3 METERS
 QJ0227'(1.0 FT) LOWER THAN THE STATION.
 QJ0227'
 QJ0227'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CAMEL 1956 NO 3
 QJ0227'1984--, SET INTO ROCK OUTCROP.  IT IS LOCATED 16.642 METERS (54.600
 QJ0227'FT) NORTHWEST FROM THE CENTERLINE OF GRAVEL ROAD 7.193 METERS (23.599
 QJ0227'FT) SOUTHEAST FROM THE METAL WITNESS POST AND 3.200 METERS (10.499 FT)
 QJ0227'EAST SOUTHEAST FROM THE WOODEN WITNESS POST AND 0.2 METERS (0.7 FT)
 QJ0227'HIGHER THAN THE STATION.
 QJ0227'
 QJ0227'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CAMEL 1956--, SET
 QJ0227'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 QJ0227'DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  IT IS LOCATED
 QJ0227'6.096 METERS (20.000 FT) NORTHWEST FROM THE CENTER OF THE GRAVEL ROAD
 QJ0227'AND 1.219 METERS (3.999 FT) WEST FROM A WOODEN 4 X 4 WITNESS POST.
 QJ0227
 QJ0227                          STATION RECOVERY (1984)
 QJ0227
 QJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0227'STATION IS LOCATED IN QUAD. 450832, 8.05 KM (5.00 MI) NORTHEAST OF
 QJ0227'ALPENA ON THE NORTHWEST SIDE OF A NARROW ROCKY ROAD AND ON THE
 QJ0227'PROPERTY OF FORD MOTOR COMPANY.
 QJ0227'
 QJ0227'TO REACH FROM THE COURTHOUSE IN ALPENA, GO NORTH ON U.S. HIGHWAY 23
 QJ0227'FOR 4.5 KM (2.8 MI) TO A GRAVEL CROSSROAD, HAMILITON ROAD.  TURN RIGHT
 QJ0227'AND GO EAST ON HAMILITION ROAD FOR 1.6 KM (1.0 MI) TO A GRAVEL
 QJ0227'CROSSROAD.  CONTINUE EAST ON GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO A
 QJ0227'SECOND GRAVEL CROSSROAD.  CONTINUE EAST ON A NARROW ROCKY ROAD FOR
 QJ0227'2.98 KM (1.85 MI) TO THE AZIMUTH MARK ON LEFT. CONTINUE NORTHEASTERLY
 QJ0227'ON NARROW ROCKY ROAD FOR 0.24 KM (0.15 MI) TO THE STATION AS
 QJ0227'DESCRIBED.
 QJ0227'
 QJ0227'THE STATION MARK IS RECESSED ABOUT 8 INCHES BELOW THE GROUND.  IT IS
 QJ0227'22.4 M (73.5 FT) NORTHWEST FROM THE CENTER OF THE ROCKY ROAD, 2.7 M
 QJ0227'(8.9 FT) NORTH FROM A WP, 1.71 M (5.61 FT) EAST FROM A MWP AND 0.610 M
 QJ0227'(2.001 FT) SOUTHWEST FROM A ROCK KERAN.  RECOVERED BY RONALD L.
 QJ0227'RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0286 ***********************************************************************
 RJ0286  DESIGNATION -  CAMP
 RJ0286  PID         -  RJ0286
 RJ0286  STATE/COUNTY-  MI/MACKINAC
 RJ0286  COUNTRY     -  US
 RJ0286  USGS QUAD   -  CHARLES (2017)
 RJ0286
 RJ0286                         *CURRENT SURVEY CONTROL
 RJ0286  ______________________________________________________________________
 RJ0286* NAD 83(1986) POSITION- 46 01 48.     (N) 084 43 08.     (W)   SCALED
 RJ0286* NAVD 88 ORTHO HEIGHT -   192.656 (meters)      632.07  (feet) ADJUSTED
 RJ0286  ______________________________________________________________________
 RJ0286  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 RJ0286  DYNAMIC HEIGHT  -        192.664 (meters)      632.10  (feet) COMP
 RJ0286  MODELED GRAVITY -    980,652.3   (mgal)                       NAVD 88
 RJ0286
 RJ0286  VERT ORDER      -  FIRST     CLASS 0
 RJ0286
 RJ0286.The horizontal coordinates were scaled from a map and have
 RJ0286.an estimated accuracy of +/- 6 seconds.
 RJ0286
 RJ0286.The orthometric height was determined by differential leveling and
 RJ0286.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0286.in June 1991.
 RJ0286
 RJ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0286.GEOID18 height accuracy estimate available here.
 RJ0286
 RJ0286.Click photographs - Photos may exist for this station.
 RJ0286
 RJ0286.The dynamic height is computed by dividing the NAVD 88
 RJ0286.geopotential number by the normal gravity value computed on the
 RJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0286.degrees latitude (g = 980.6199 gals.).
 RJ0286
 RJ0286.The modeled gravity was interpolated from observed gravity values.
 RJ0286
 RJ0286;                    North         East    Units  Estimated Accuracy
 RJ0286;SPC MI N     -   141,100.    8,176,570.      MT  (+/- 180 meters Scaled)
 RJ0286
 RJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR765999(NAD 83)
 RJ0286
 RJ0286                          SUPERSEDED SURVEY CONTROL
 RJ0286
 RJ0286.No superseded survey control is available for this station.
 RJ0286
 RJ0286_MARKER: I = METAL ROD
 RJ0286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0286+WITH SETTING: INFORMATION.
 RJ0286_MARK LOGO: NONE
 RJ0286_PROJECTION: FLUSH
 RJ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0286+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0286_ROD/PIPE-DEPTH: 3.10 meters
 RJ0286
 RJ0286  HISTORY     - Date     Condition        Report By
 RJ0286  HISTORY     - 1972     MONUMENTED       NOS
 RJ0286  HISTORY     - 1972     GOOD             USLS
 RJ0286  HISTORY     - 1983     GOOD             NGS
 RJ0286  HISTORY     - 19950602 GOOD             USPSQD
 RJ0286  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 RJ0286  HISTORY     - 19950711 GOOD             USPSQD
 RJ0286  HISTORY     - 20010331 GOOD             NGS
 RJ0286  HISTORY     - 20030606 GOOD             USPSQD
 RJ0286  HISTORY     - 20060830 GOOD             USPSQD
 RJ0286
 RJ0286                          STATION DESCRIPTION
 RJ0286
 RJ0286'DESCRIBED BY US LAKE SURVEY 1972
 RJ0286'3.5 MI N FROM ST IGNACE.
 RJ0286'CAMP IS IN MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON
 RJ0286'STATE STREET FROM THE POST OFFICE AT ST. IGNACE TO THE
 RJ0286'INTERSECTION OF STATE STREET AND THE OLD MACKINAC TRAIL (CO. RD.
 RJ0286'412), THENCE 9.86 MILES NORTHERLY ON THE OLD MACKINAC TRAIL,
 RJ0286'2.24 MILES SOUTH OF INTERSECTION OF M-134, 74 FEET WEST OF
 RJ0286'CENTERLINE OF OLD MACKINAC TRAIL, 53 FEET SOUTH OF CENTERLINE
 RJ0286'OF ABANDONED DRIVEWAY, 29 FEET EAST OF ABANDONED ROAD, IN LINE
 RJ0286'WITH ROW OF PINES, 11.0 FEET SOUTH OF 9-INCH PINE, 9.7 FEET
 RJ0286'NORTH OF 9-INCH PINE, 9 FEET BELOW ROAD, ABOUT FLUSH WITH THE
 RJ0286'GROUND, BEING HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER
 RJ0286'COPPER-COATED STEEL ROD, 10 FEET LONG.
 RJ0286
 RJ0286                          STATION RECOVERY (1983)
 RJ0286
 RJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0286'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 RJ0286'(3.5 MI) NORTH ALONG STATE STREET AND BUSINESS INTERSTATE 75 FROM THE
 RJ0286'POST OFFICE IN ST. IGNACE, THENCE 15.8 KM (9.80 MI) NORTH ALONG COUNTY
 RJ0286'ROAD H 63 AND OLD MACKINAC TRAIL, ALSO, 3.7 KM (2.3 MI) SOUTH OF THE
 RJ0286'JUNCTION OF STATE HIGHWAY 134, THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0286'DIAMETER COPPER COATED STEEL ROD, 22.55 METERS (74.0 FT) WEST OF OLD
 RJ0286'MACKINAC TRAIL, 16.15 METERS (53.0 FT) SOUTH OF ABANDONED DRIVEWAY,
 RJ0286'7.31 METERS (29.0 FT) EAST OF ABANDONED ROAD (IN LINE WITH ROW OF
 RJ0286'PINES), 3.35 METERS (11.0 FT) SOUTH OF 9-INCH PINE TREE, AND
 RJ0286'2.95 METERS (9.7 FT) NORTH OF 9-INCH PINE TREE.
 RJ0286'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RJ0286'THE MARK IS 0.91 M BELOW HIGHWAY.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'MARK NOT FOUND.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (2001)
 RJ0286
 RJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0286
 RJ0286                          STATION RECOVERY (2003)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (2006)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0567 ***********************************************************************
 RK0567  DESIGNATION -  CAMP
 RK0567  PID         -  RK0567
 RK0567  STATE/COUNTY-  MI/MARQUETTE
 RK0567  COUNTRY     -  US
 RK0567  USGS QUAD   -  CHABENEAU LAKE (2017)
 RK0567
 RK0567                         *CURRENT SURVEY CONTROL
 RK0567  ______________________________________________________________________
 RK0567* NAD 83(1994) POSITION- 46 19 40.71426(N) 087 50 41.64515(W)   ADJUSTED
 RK0567* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 RK0567  ______________________________________________________________________
 RK0567  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 RK0567  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 RK0567  HORZ ORDER      -  SECOND
 RK0567
 RK0567.The horizontal coordinates were established by classical geodetic methods
 RK0567.and adjusted by the National Geodetic Survey in February 1997.
 RK0567
 RK0567.The orthometric height was scaled from a topographic map.
 RK0567
 RK0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0567.GEOID18 height accuracy estimate available here.
 RK0567
 RK0567.Click photographs - Photos may exist for this station.
 RK0567
 RK0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0567
 RK0567. The following values were computed from the NAD 83(1994) position.
 RK0567
 RK0567;                    North         East     Units Scale Factor Converg.
 RK0567;SPC MI N     -   172,024.614 7,934,946.461   MT  0.99990311   -0 36 38.5
 RK0567;SPC MI N     -   564,385.22 26,033,288.91   iFT  0.99990311   -0 36 38.5
 RK0567;UTM  16      - 5,130,835.791   434,965.056   MT  0.99965199   -0 36 40.1
 RK0567
 RK0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0567!SPC MI N     -   0.99993236  x   0.99990311  =   0.99983548
 RK0567!UTM  16      -   0.99993236  x   0.99965199  =   0.99958437
 RK0567
 RK0567:                Primary Azimuth Mark                     Grid Az
 RK0567:SPC MI N     -  SUMMIT MTN TV STA WLUC MAST              051 07 32.6
 RK0567:UTM  16      -  SUMMIT MTN TV STA WLUC MAST              051 07 34.2
 RK0567
 RK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3496530835(NAD 83)
 RK0567
 RK0567|---------------------------------------------------------------------|
 RK0567| PID    Reference Object                     Distance      Geod. Az  |
 RK0567|                                                           dddmmss.s |
 RK0567| RK0544 SUMMIT MTN TV STA WLUC MAST         APPROX.21.3 KM 0503054.1 |
 RK0567| CJ2310 CAMP RM 1                             5.508 METERS 14756     |
 RK0567| CJ2311 CAMP RM 2                             9.233 METERS 28301     |
 RK0567|---------------------------------------------------------------------|
 RK0567
 RK0567                          SUPERSEDED SURVEY CONTROL
 RK0567
 RK0567  NAD 83(1986)-  46 19 40.70915(N)    087 50 41.63918(W) AD(       ) 2
 RK0567  NAD 27      -  46 19 40.92100(N)    087 50 41.15100(W) AD(       ) 2
 RK0567
 RK0567.Superseded values are not recommended for survey control.
 RK0567
 RK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0567.See file dsdata.pdf to determine how the superseded data were derived.
 RK0567
 RK0567_MARKER: DS = TRIANGULATION STATION DISK
 RK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0567_STAMPING: CAMP 1955
 RK0567_MARK LOGO: CGS
 RK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0567+STABILITY: SURFACE MOTION
 RK0567
 RK0567  HISTORY     - Date     Condition        Report By
 RK0567  HISTORY     - 1955     MONUMENTED       CGS
 RK0567  HISTORY     - 1956     GOOD             CGS
 RK0567  HISTORY     - 20070602 GOOD             GEOCAC
 RK0567
 RK0567                          STATION DESCRIPTION
 RK0567
 RK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0567'THIS STATION WAS ESTABLISHED BUT NOT OCCUPIED BY AN OBSERVING UNIT.
 RK0567'
 RK0567'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF REPUBLIC AND 0.4
 RK0567'MILE NORTH OF SAGOLA LAKE ON THE HIGHEST POINT OF A NARROW RIDGE IN
 RK0567'SECTION 6, T.45N., R.28W.
 RK0567'
 RK0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 RK0567'STREET IN REPUBLIC, GO EAST ON MAIN STREET 0.8 MILE TO RAILROAD
 RK0567'CROSSING.  CONTINUE STRAIGHT AHEAD 1.7 MILES TO A FORK.  TURN LEFT,
 RK0567'GO 3.4 MILES TO A FORK.  TURN LEFT, GO 4.0 MILES TO A FORK.  TURN
 RK0567'RIGHT, GO 0.55 MILE TO A FORK.  TURN LEFT, GO 0.1 MILE TO TRIANGULAR
 RK0567'BLAZED TREES AND STATION ABOUT 100 YARDS TO THE NORTHWEST UP RIDGE.
 RK0567'
 RK0567'THE STATION MARK, A STANDARD DISK STAMPED CAMP 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS ABOUT 100 YARDS
 RK0567'SOUTH OF A CEMENT BLOCK HOUSE.
 RK0567'
 RK0567'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMP NO 1 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS ABOUT 20 FEET
 RK0567'SOUTH-SOUTHEAST OF THE STATION MARK.
 RK0567'
 RK0567'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMP NO 2 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS ABOUT 30 FEET WEST
 RK0567'OF THE STATION MARK.
 RK0567'
 RK0567'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0567
 RK0567                          STATION RECOVERY (1956)
 RK0567
 RK0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0567'STATION IS ABOUT 8 MILES SOUTHEAST OF REPUBLIC, 0.4 MILE NORTH OF
 RK0567'SAGOLA LAKE, ON THE HIGHEST POINT OF A NARROW RIDGE AND IN SECTION
 RK0567'6, T.45N., R.28W.
 RK0567'
 RK0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 RK0567'STREET IN REPUBLIC, GO EAST ON MAIN STREET FOR 0.8 MILE TO A
 RK0567'RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR
 RK0567'1.7 MILES TO A FORK, TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED
 RK0567'ROAD FOR 3.2 MILES TO A FORK, TAKE THE LEFT FORK AND GO 1.65 MILES
 RK0567'TO A FORK, TAKE THE LEFT FORK AND GO 2.15 MILES TO A FORK AND A
 RK0567'TRIANGLE WHICH IS FORMED BY THE ROADS, TAKE THE RIGHT FORK AND GO
 RK0567'0.55 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.15 MILE TO A
 RK0567'TRIANGLE BLAZE ON A 16-INCH PINE TREE AND STATION ABOUT 100 YARDS
 RK0567'TO THE NORTHWEST UP RIDGE.
 RK0567'
 RK0567'STATION MARK, A STANDARD DISK, STAMPED CAMP 1955, SET IN THE TOP OF A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 16 FEET WEST OF A
 RK0567'PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 9 FEET
 RK0567'EAST OF A 6-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.  A
 RK0567'STANDARD WITNESS POST WAS SET 4.5 FEET WEST OF THE STATION.
 RK0567'
 RK0567'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CAMP NO 1 1955, SET IN
 RK0567'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 10
 RK0567'FEET SOUTH OF A PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE
 RK0567'AND APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 RK0567'
 RK0567'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CAMP NO 2 1955, SET IN
 RK0567'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 RK0567'APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 RK0567'
 RK0567'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 RK0567
 RK0567                          STATION RECOVERY (2007)
 RK0567
 RK0567'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0567'RM1 AND RM2 ALSO RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0633 ***********************************************************************
 PL0633  DESIGNATION -  CAMP
 PL0633  PID         -  PL0633
 PL0633  STATE/COUNTY-  MI/CRAWFORD
 PL0633  COUNTRY     -  US
 PL0633  USGS QUAD   -  LAKE MARGRETHE (2017)
 PL0633
 PL0633                         *CURRENT SURVEY CONTROL
 PL0633  ______________________________________________________________________
 PL0633* NAD 83(1994) POSITION- 44 37 50.00255(N) 084 46 35.93881(W)   ADJUSTED
 PL0633* NAD 83(1994) ELLIP HT-   334.783 (meters)        (02/03/97)   ADJUSTED
 PL0633* NAVD 88 ORTHO HEIGHT -   369.1   (meters)     1211.    (feet) GPS OBS
 PL0633  ______________________________________________________________________
 PL0633  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0633  GEOID HEIGHT    -        -33.940 (meters)                     GEOID93
 PL0633  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 PL0633  NAD 83(1994) X  -    413,930.466 (meters)                     COMP
 PL0633  NAD 83(1994) Y  - -4,527,885.036 (meters)                     COMP
 PL0633  NAD 83(1994) Z  -  4,458,459.515 (meters)                     COMP
 PL0633  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 PL0633  HORZ ORDER      -  FIRST
 PL0633  ELLP ORDER      -  FOURTH    CLASS I
 PL0633
 PL0633.The horizontal coordinates were established by GPS observations
 PL0633.and adjusted by the National Geodetic Survey in February 1997.
 PL0633
 PL0633.The orthometric height was determined by GPS observations and a
 PL0633.high-resolution geoid model.
 PL0633
 PL0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0633.GEOID18 height accuracy estimate available here.
 PL0633
 PL0633.Click photographs - Photos may exist for this station.
 PL0633
 PL0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0633
 PL0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0633
 PL0633.The ellipsoidal height was determined by GPS observations
 PL0633.and is referenced to NAD 83.
 PL0633
 PL0633. The following values were computed from the NAD 83(1994) position.
 PL0633
 PL0633;                    North         East     Units Scale Factor Converg.
 PL0633;SPC MI C     -   146,081.876 5,967,469.574   MT  0.99992753   -0 17 22.6
 PL0633;SPC MI C     -   479,271.25 19,578,312.25   iFT  0.99992753   -0 17 22.6
 PL0633;UTM  16      - 4,944,315.719   676,357.094   MT  0.99998248   +1 33 44.6
 PL0633
 PL0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0633!SPC MI C     -   0.99994751  x   0.99992753  =   0.99987504
 PL0633!UTM  16      -   0.99994751  x   0.99998248  =   0.99992999
 PL0633
 PL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7635744315(NAD 83)
 PL0633
 PL0633|---------------------------------------------------------------------|
 PL0633| PID    Reference Object                     Distance      Geod. Az  |
 PL0633|                                                           dddmmss.s |
 PL0633| PL0632 BEAVER                              351.878 METERS 18501     |
 PL0633|---------------------------------------------------------------------|
 PL0633
 PL0633                          SUPERSEDED SURVEY CONTROL
 PL0633
 PL0633  NAD 83(1986)-  44 37 49.99704(N)    084 46 35.93039(W) AD(       ) 1
 PL0633
 PL0633.Superseded values are not recommended for survey control.
 PL0633
 PL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0633.See file dsdata.pdf to determine how the superseded data were derived.
 PL0633
 PL0633_MARKER: 92 = ANTENNA ON ROOF
 PL0633_MARK LOGO: MIDT
 PL0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0633+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0633
 PL0633  HISTORY     - Date     Condition        Report By
 PL0633  HISTORY     - 1993     FIRST OBSERVED   MIDT
 PL0633
 PL0633                          STATION DESCRIPTION
 PL0633
 PL0633'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0633'STATION IS LOCATED IN QUAD 440844 ON THE LAKE MARGRETHE QUADRANGLE. IT
 PL0633'IS IN THE SOUTHEAST 1/4 OF SECTION 22, T-26-N, R-4-W, GRAYLING
 PL0633'TOWNSHIP.  ABOUT 2.5 MI (4.0 KM) SOUTHWEST FROM GRAYLING AND ON THE
 PL0633'CAMP GRAYLING ARMY BASE.  A REQUEST TO POSITION THIS STATION FOR A
 PL0633'BASE STATION FOR CAMP GRAYLING WAS MADE BY LIEUTENANT COLONEL LEE
 PL0633'(DOC) E. LAWSON, DIRECTOR OF ENGINEERING AND HOUSING, DEPARTMENT OF
 PL0633'MILITARY AFFAIRS, CAMP GRAYLING, MI 49739-0001. PHONE 517-348-3613.
 PL0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M-72 AND M-93 AT THE WEST
 PL0633'SIDE OF GRAYLING, GO SOUTH ALONG HIGHWAY M-93 FOR 2.4 MILES (3.9 KM)
 PL0633'TO THE ENTRANCE CHECK POINT OF CAMP GRAYLING ARMY BASE.  CONTINUE INTO
 PL0633'CAMP GRAYLING GOING 0.4 MILES (0.6 KM) TO A DRIVE LEFT. TURN LEFT FOR
 PL0633'25.0 FEET (7.6 M) TO THE STATION ON THE RIGHT AS DESCRIBED.
 PL0633'STATION IS A GPS ANTENNA MOUNTED ON A CUT OFF UTILITY POLE ANCHORED TO
 PL0633'THE NORTHERLY WALL OF THE ENVIRONMENTAL ENGINEERING OFFICE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1319 ***********************************************************************
 RJ1319  DESIGNATION -  CAMP C7M 111
 RJ1319  PID         -  RJ1319
 RJ1319  STATE/COUNTY-  MI/CHIPPEWA
 RJ1319  COUNTRY     -  US
 RJ1319  USGS QUAD   -  OAK RIDGE (2017)
 RJ1319
 RJ1319                         *CURRENT SURVEY CONTROL
 RJ1319  ______________________________________________________________________
 RJ1319* NAD 83(1994) POSITION- 46 17 00.93820(N) 084 07 37.24666(W)   ADJUSTED
 RJ1319* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) VERTCON3
 RJ1319  ______________________________________________________________________
 RJ1319  GEOID HEIGHT    -        -36.571 (meters)                     GEOID18
 RJ1319  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 RJ1319  HORZ ORDER      -  SECOND
 RJ1319
 RJ1319.The horizontal coordinates were established by classical geodetic methods
 RJ1319.and adjusted by the National Geodetic Survey in February 1997.
 RJ1319
 RJ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1319
 RJ1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1319.GEOID18 height accuracy estimate available here.
 RJ1319
 RJ1319.Click photographs - Photos may exist for this station.
 RJ1319
 RJ1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1319
 RJ1319. The following values were computed from the NAD 83(1994) position.
 RJ1319
 RJ1319;                    North         East     Units Scale Factor Converg.
 RJ1319;SPC MI N     -   170,756.461 8,221,341.345   MT  0.99990283   +2 04 35.6
 RJ1319;SPC MI N     -   560,224.61 26,972,904.68   iFT  0.99990283   +2 04 35.6
 RJ1319;UTM  16      - 5,129,569.665   721,318.711   MT  1.00020215   +2 04 38.4
 RJ1319
 RJ1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1319!SPC MI N     -   0.99997797  x   0.99990283  =   0.99988081
 RJ1319!UTM  16      -   0.99997797  x   1.00020215  =   1.00018012
 RJ1319
 RJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2131829569(NAD 83)
 RJ1319
 RJ1319                          SUPERSEDED SURVEY CONTROL
 RJ1319
 RJ1319  NAD 83(1986)-  46 17 00.92989(N)    084 07 37.24575(W) AD(       ) 2
 RJ1319  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ1319
 RJ1319.Superseded values are not recommended for survey control.
 RJ1319
 RJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1319.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1319
 RJ1319_MARKER: DS = TRIANGULATION STATION DISK
 RJ1319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1319+WITH SETTING: INFORMATION.
 RJ1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1319
 RJ1319  HISTORY     - Date     Condition        Report By
 RJ1319  HISTORY     - 1988     MONUMENTED       USACE
 RJ1319
 RJ1319                          STATION DESCRIPTION
 RJ1319
 RJ1319'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1319'THE STATION IS LOCATED ABOUT 29.1 KM (18.1 MI) SOUTHEAST OF SAULT STE
 RJ1319'MARIE, 37.3 KM (23.2 MI) EAST-NORTHEAST OF RUDYARD AND 36.7 KM
 RJ1319'(22.8 MI)
 RJ1319'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 2, SEC 24,
 RJ1319'T45N-R2E.
 RJ1319'OWNERSHIP--- MC LEOD, DONALD J. AND ISABEL
 RJ1319'
 RJ1319'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL
 RJ1319'EAST FOR 4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1319'AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO BRIDGE
 RJ1319'CROSSING THE CHARLOTTE
 RJ1319'RIVER, AT NORTH END OF BRIDGE
 RJ1319'TURN RIGHT ONTO GRAVEL ROAD TO PUBLIC BOAT LAUNCH.
 RJ1319'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL
 RJ1319'TO THE MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE MUNUSCONG CHANNEL
 RJ1319'FOR 15 MINUTES TO WEST SIDE OF THE CHANNEL WHERE THE STATION IS
 RJ1319'LOCATED.
 RJ1319'
 RJ1319'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C7M-011---,
 RJ1319'SET INTO A COVERED SLEEVE THAT IS FLUSH WITH THE GROUND AND ATTACHED
 RJ1319'TO AN ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 7.6 METERS (25 FT)
 RJ1319'FROM THE WATERS EDGE AND 15.2 METERS (50 FT) SOUTHEAST OF A YELLOW
 RJ1319'HOUSE.
 RJ1319'
 RJ1319'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0072 ***********************************************************************
 OJ0072  DESIGNATION -  CAMP USLS
 OJ0072  PID         -  OJ0072
 OJ0072  STATE/COUNTY-  MI/SANILAC
 OJ0072  COUNTRY     -  US
 OJ0072  USGS QUAD   -  CROSWELL (2017)
 OJ0072
 OJ0072                         *CURRENT SURVEY CONTROL
 OJ0072  ______________________________________________________________________
 OJ0072* NAD 83(1986) POSITION- 43 19 51.     (N) 082 32 06.     (W)   SCALED
 OJ0072* NAVD 88 ORTHO HEIGHT -   185.641 (meters)      609.06  (feet) ADJUSTED
 OJ0072  ______________________________________________________________________
 OJ0072  GEOID HEIGHT    -        -34.679 (meters)                     GEOID18
 OJ0072  DYNAMIC HEIGHT  -        185.604 (meters)      608.94  (feet) COMP
 OJ0072  MODELED GRAVITY -    980,415.1   (mgal)                       NAVD 88
 OJ0072
 OJ0072  VERT ORDER      -  FIRST     CLASS 0
 OJ0072
 OJ0072.The horizontal coordinates were scaled from a map and have
 OJ0072.an estimated accuracy of +/- 6 seconds.
 OJ0072
 OJ0072.The orthometric height was determined by differential leveling and
 OJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0072.in June 1991.
 OJ0072
 OJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0072.GEOID18 height accuracy estimate available here.
 OJ0072
 OJ0072.Click photographs - Photos may exist for this station.
 OJ0072
 OJ0072.The dynamic height is computed by dividing the NAVD 88
 OJ0072.geopotential number by the normal gravity value computed on the
 OJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0072.degrees latitude (g = 980.6199 gals.).
 OJ0072
 OJ0072.The modeled gravity was interpolated from observed gravity values.
 OJ0072
 OJ0072;                    North         East    Units  Estimated Accuracy
 OJ0072;SPC MI S     -   204,980.    4,148,530.      MT  (+/- 180 meters Scaled)
 OJ0072
 OJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755986(NAD 83)
 OJ0072
 OJ0072                          SUPERSEDED SURVEY CONTROL
 OJ0072
 OJ0072  NGVD 29 (11/26/84)  185.760  (m)          609.45   (f) ADJUSTED    1 0
 OJ0072
 OJ0072.Superseded values are not recommended for survey control.
 OJ0072
 OJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0072
 OJ0072_MARKER: B = BOLT
 OJ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0072_SP_SET: CULVERT
 OJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0072
 OJ0072  HISTORY     - Date     Condition        Report By
 OJ0072  HISTORY     - 1970     MONUMENTED       USLS
 OJ0072  HISTORY     - 1970     GOOD             USLS
 OJ0072  HISTORY     - 1980     GOOD             NGS
 OJ0072  HISTORY     - 19940728 GOOD             USPSQD
 OJ0072
 OJ0072                          STATION DESCRIPTION
 OJ0072
 OJ0072'DESCRIBED BY US LAKE SURVEY 1970
 OJ0072'4.4 MI N FROM LEXINGTON.
 OJ0072'CAMP IS IN SANILAC COUNTY, MICHIGAN, ABOUT 4.4 MILES NORTH OF
 OJ0072'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0072'LEXINGTON, ABOUT 0.15 MILE SOUTH OF CENTERLINE OF WILTSIE ROAD,
 OJ0072'50 FEET EAST OF CENTERLINE OF HIGHWAY U.S. 25, 0.7 FEET NORTH
 OJ0072'OF SOUTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT
 OJ0072'HEADWALL, ABOUT 25 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT
 OJ0072'ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF
 OJ0072'THE CULVERT NO. 328+59.  BM CAMP 1970.
 OJ0072
 OJ0072                          STATION RECOVERY (1980)
 OJ0072
 OJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0072'7.1 KILOMETERS (4.4 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0072'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.28
 OJ0072'THIS MARK IS A 3/8-INCH STEEL BOLT SET NEAR THE SOUTH END OF THE
 OJ0072'EAST HEADWALL OF A LARGE CONCRETE BOX CULVERT. 15.24 METERS (50.0
 OJ0072'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER (0.7 FOOT)
 OJ0072'NORTH OF THE SOUTH END OF THE EAST HEADWALL.
 OJ0072'THE MARK IS 7.6 M BELOW HIGHWAY.
 OJ0072
 OJ0072                          STATION RECOVERY (1994)
 OJ0072
 OJ0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0082 ***********************************************************************
 RJ0082  DESIGNATION -  CAMPBELL
 RJ0082  PID         -  RJ0082
 RJ0082  STATE/COUNTY-  MI/CHIPPEWA
 RJ0082  COUNTRY     -  US
 RJ0082  USGS QUAD   -  PICKFORD (2017)
 RJ0082
 RJ0082                         *CURRENT SURVEY CONTROL
 RJ0082  ______________________________________________________________________
 RJ0082* NAD 83(1986) POSITION- 46 11 01.14   (N) 084 17 59.25   (W)   HD_HELD1
 RJ0082* NAVD 88 ORTHO HEIGHT -   191.178 (meters)      627.22  (feet) ADJUSTED
 RJ0082  ______________________________________________________________________
 RJ0082  GEOID HEIGHT    -        -36.310 (meters)                     GEOID18
 RJ0082  DYNAMIC HEIGHT  -        191.186 (meters)      627.25  (feet) COMP
 RJ0082  MODELED GRAVITY -    980,652.3   (mgal)                       NAVD 88
 RJ0082
 RJ0082  VERT ORDER      -  FIRST     CLASS 0
 RJ0082
 RJ0082.The horizontal coordinates were determined by differentially corrected
 RJ0082.hand held GPS observations or other comparable positioning techniques
 RJ0082.and have an estimated accuracy of +/- 3 meters.
 RJ0082
 RJ0082.The orthometric height was determined by differential leveling and
 RJ0082.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0082.in June 1991.
 RJ0082
 RJ0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0082.GEOID18 height accuracy estimate available here.
 RJ0082
 RJ0082.Click photographs - Photos may exist for this station.
 RJ0082
 RJ0082.The dynamic height is computed by dividing the NAVD 88
 RJ0082.geopotential number by the normal gravity value computed on the
 RJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0082.degrees latitude (g = 980.6199 gals.).
 RJ0082
 RJ0082.The modeled gravity was interpolated from observed gravity values.
 RJ0082
 RJ0082;                    North         East    Units  Estimated Accuracy
 RJ0082;SPC MI N     -   159,186.7   8,208,413.7     MT  (+/- 3 meters HH1 GPS) 
 RJ0082
 RJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0838717997(NAD 83)
 RJ0082
 RJ0082                          SUPERSEDED SURVEY CONTROL
 RJ0082
 RJ0082  NGVD 29 (??/??/92)  191.147  (m)          627.12   (f) ADJ UNCH    1 0
 RJ0082
 RJ0082.Superseded values are not recommended for survey control.
 RJ0082
 RJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0082.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0082
 RJ0082_MARKER: B = BOLT
 RJ0082_SETTING: 80 = SET IN A BOULDER
 RJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0082+STABILITY: SURFACE MOTION
 RJ0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0082+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004
 RJ0082
 RJ0082  HISTORY     - Date     Condition        Report By
 RJ0082  HISTORY     - 1901     MONUMENTED       USLS
 RJ0082  HISTORY     - 1972     GOOD             USLS
 RJ0082  HISTORY     - 1983     GOOD             NGS
 RJ0082  HISTORY     - 20041220 GOOD             MIDT
 RJ0082
 RJ0082                          STATION DESCRIPTION
 RJ0082
 RJ0082'DESCRIBED BY US LAKE SURVEY 1972
 RJ0082'8.1 MI S FROM BARBEAU.
 RJ0082'CAMPBELL IS IN CHIPPEWA COUNTY, MICHIGAN, 8.1 MILES SOUTH ALONG
 RJ0082'RIVERSIDE DRIVE FROM POST OFFICE AT BARBEAU, 1.0 MILE EAST OF
 RJ0082'INTERSECTION OF PENNINGTON ROAD AND RIVERSIDE DRIVE IN STERLINGVILLE,
 RJ0082'0.2 MILE SOUTH OF RIVERSIDE DRIVE ON DIRT ROAD, 151 FEET EAST OF
 RJ0082'NORTH-SOUTH DIRT ROAD, 125.5 FEET EAST OF A NORTH-SOUTH FENCELINE
 RJ0082'ON PROPERTY OF ROBERT CAMPBELL, 31.6 FEET NORTH OF EAST-WEST
 RJ0082'FENCELINE, 2.0 FEET FROM NORTHWEST CORNER OF A LARGE BOULDER,
 RJ0082'4 FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF A BRASS
 RJ0082'BOLT SET INTO THE TOP OF THE BOULDER, MARKED U.S.
 RJ0082
 RJ0082                          STATION RECOVERY (1983)
 RJ0082
 RJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.1 KM
 RJ0082'(8.1 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0082'THENCE 0.3 KM (0.2 MI) SOUTH ALONG A DIRT ROAD, A BRASS BOLT SET IN
 RJ0082'TOP OF THE NORTHWEST CORNER OF A 6 BY 6 BY 4 FT. BOULDER,
 RJ0082'46.0 METERS (151.0 FT) EAST OF APPROXIMATE CENTER OF DIRT ROAD, AND
 RJ0082'9.6 METERS (31.6 FT) NORTH OF OLD EAST-WEST FENCE LINE.
 RJ0082'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0082
 RJ0082                          STATION RECOVERY (2004)
 RJ0082
 RJ0082'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (SR)
 RJ0082'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU, GO SOUTH ON
 RJ0082'RIVERSIDE ROAD FOR 13.1 KM TO THE INTERSECTION OF 22 MILE ROAD, AT
 RJ0082'THIS INTERSECTION RIVERSIDE ROAD BECOMES WESTON ROAD, CONTINUE SOUTH
 RJ0082'ON WESTON ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS
 RJ0082'LOCATED 46.0 M EAST OF THE CENTER OF WESTON ROAD, 9.6 M NORTH OF AN
 RJ0082'OLD EAST-WEST FENCE LINE AND SET IT THE NW CORNER OF A 6'X6'X4'
 RJ0082'BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0621 ***********************************************************************
 QK0621  DESIGNATION -  CANADA
 QK0621  PID         -  QK0621
 QK0621  STATE/COUNTY-  MI/MONTMORENCY
 QK0621  COUNTRY     -  US
 QK0621  USGS QUAD   -  LAKE GENEVA (2017)
 QK0621
 QK0621                         *CURRENT SURVEY CONTROL
 QK0621  ______________________________________________________________________
 QK0621* NAD 83(1994) POSITION- 45 08 11.70904(N) 084 13 37.91327(W)   ADJUSTED
 QK0621* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 QK0621  ______________________________________________________________________
 QK0621  GEOID HEIGHT    -        -35.856 (meters)                     GEOID18
 QK0621  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 QK0621  HORZ ORDER      -  SECOND
 QK0621
 QK0621.The horizontal coordinates were established by classical geodetic methods
 QK0621.and adjusted by the National Geodetic Survey in February 1997.
 QK0621
 QK0621.The orthometric height was scaled from a topographic map.
 QK0621
 QK0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0621.GEOID18 height accuracy estimate available here.
 QK0621
 QK0621.Click photographs - Photos may exist for this station.
 QK0621
 QK0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0621
 QK0621. The following values were computed from the NAD 83(1994) position.
 QK0621
 QK0621;                    North         East     Units Scale Factor Converg.
 QK0621;SPC MI C     -   202,239.210 6,010,969.594   MT  0.99991838   +0 05 54.7
 QK0621;SPC MI C     -   663,514.47 19,721,028.85   iFT  0.99991838   +0 05 54.7
 QK0621;UTM  16      - 5,001,864.202   718,019.062   MT  1.00018449   +1 57 58.0
 QK0621
 QK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0621!SPC MI C     -   0.99996487  x   0.99991838  =   0.99988326
 QK0621!UTM  16      -   0.99996487  x   1.00018449  =   1.00014936
 QK0621
 QK0621:                Primary Azimuth Mark                     Grid Az
 QK0621:SPC MI C     -  ATLANTA                                  133 24 55.6
 QK0621:UTM  16      -  ATLANTA                                  131 32 52.3
 QK0621
 QK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1801901864(NAD 83)
 QK0621
 QK0621|---------------------------------------------------------------------|
 QK0621| PID    Reference Object                     Distance      Geod. Az  |
 QK0621|                                                           dddmmss.s |
 QK0621| QK0620 PRESQUE ISLE N LOOKOUT TOWER        APPROX. 9.9 KM 0101509.1 |
 QK0621| QK0619 PRESQUE ISLE S LOOKOUT TOWER        APPROX. 5.1 KM 0880757.6 |
 QK0621| QK0615 ATLANTA                             APPROX.21.0 KM 1333050.3 |
 QK0621| CH1787 CANADA RM 3                          78.520 METERS 14244     |
 QK0621| CH1785 CANADA RM 1                          25.895 METERS 14639     |
 QK0621| CH1786 CANADA RM 2                          21.844 METERS 25208     |
 QK0621|---------------------------------------------------------------------|
 QK0621
 QK0621                          SUPERSEDED SURVEY CONTROL
 QK0621
 QK0621  NAD 83(1986)-  45 08 11.70049(N)    084 13 37.91628(W) AD(       ) 2
 QK0621  NAD 27      -  45 08 11.66400(N)    084 13 37.88500(W) AD(       ) 2
 QK0621
 QK0621.Superseded values are not recommended for survey control.
 QK0621
 QK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0621.See file dsdata.pdf to determine how the superseded data were derived.
 QK0621
 QK0621_MARKER: DS = TRIANGULATION STATION DISK
 QK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0621_STAMPING: CANADA 1956
 QK0621_MARK LOGO: CGS
 QK0621_PROJECTION: FLUSH
 QK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0621+STABILITY: SURFACE MOTION
 QK0621
 QK0621  HISTORY     - Date     Condition        Report By
 QK0621  HISTORY     - 1956     MONUMENTED       CGS
 QK0621  HISTORY     - 19951015 GOOD             USPSQD
 QK0621  HISTORY     - 20011205 GOOD             NGS
 QK0621
 QK0621                          STATION DESCRIPTION
 QK0621
 QK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0621'THE STATION IS ABOUT 14-3/4 MILES SOUTH OF ONAWAY, 9-1/2 MILES
 QK0621'NORTHWEST OF ATLANTA, ON A HIGH TIMBERED RIDGE RUNNING NORTH AND
 QK0621'SOUTH, ON PROPERTY OWNED BY THE CANADA CREEK RANCH ASSOCIATION.  IT IS
 QK0621'ON THE HIGHEST POINT OF A SMALL MOUND, 26 FEET WEST OF THE CENTER OF A
 QK0621'WOODS ROAD, 4 FEET SOUTHEAST OF A WHITE WITNESS POST, 47 FEET
 QK0621'SOUTHWEST OF A BLAZED 10 INCH TWIN MAPLE TREE AND 24 FEET NORTHWEST OF
 QK0621'AN 8 INCH MAPLE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.  THE MARK
 QK0621'IS FLUSH AND THE DISK IS STAMPED CANADA 1956.
 QK0621'
 QK0621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 32 IN
 QK0621'ATLANTA, GO NORTH ON HIGHWAY 33 FOR 8.3 MILES TO A CROSSROAD
 QK0621'(MONTMORENCY COUNTY ROAD 622).  TURN LEFT AND GO WEST ON COUNTY ROAD
 QK0621'622 FOR 0.1 MILE TO A GRAVEL T-ROAD.  TURN LEFT AND GO SOUTH AND THEN
 QK0621'WEST ON GRAVEL ROAD FOR 0.55 MILE TO A Y-INTERSECTION, BEAR LEFT AND
 QK0621'CONTINUE WEST ON GRAVEL ROAD FOR 1.05 MILES TO THE CROSSING OF CANADA
 QK0621'CREEK.  CONTINUE WEST ON GRAVEL ROAD FOR 1.0 MILE TO A NARROW SAND
 QK0621'ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH A POLE GATE AND GO
 QK0621'NORTH ON SAND ROAD FOR 1.25 MILES TO A DIM TRACK ROAD ON THE LEFT, AND
 QK0621'A BLAZED TREE IN FORKS OF ROAD.  TURN LEFT AND FOLLOW DIM TRACK ROAD
 QK0621'NORTHWEST THROUGH VALLEY FOR 0.9 MILE TO A SADDLE IN RIDGE.  CONTINUE
 QK0621'AHEAD ON WOODS ROAD FOR 0.15 MILE TO THE TOP OF THE RIDGE AND THE
 QK0621'SMALL MOUND AND THE STATION ON THE LEFT.
 QK0621'
 QK0621'REFERENCE MARK 1 IS 40 FEET WEST OF THE CENTER OF THE WOODS ROAD, 36
 QK0621'FEET NORTH OF THE NORTH EDGE OF A SMALL CLEARING IN THE WOODS AND 12
 QK0621'FEET SOUTHWEST OF A 6 INCH TRIANGULAR BLAZED TWIN MAPLE TREE.  THE
 QK0621'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CANADA NO 1 1956.
 QK0621'
 QK0621'REFERENCE MARK 2 IS 5 FEET EAST OF A 6 INCH MAPLE TREE WITH A TRIANGLE
 QK0621'BLAZE ON THE EAST SIDE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 QK0621'TOP OF A BOULDER AND IS STAMPED CANADA NO 2 1956.
 QK0621'
 QK0621'REFERENCE MARK 3 IS 62 FEET SOUTH OF THE SOUTH EDGE OF THE SMALL
 QK0621'OPENING IN THE WOODS AND 28 FEET SOUTH OF A 6 INCH TRIANGULAR BLAZED
 QK0621'MAPLE TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CANADA
 QK0621'NO 3 1956.
 QK0621'
 QK0621'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH MARK.
 QK0621'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE,
 QK0621'AND LOCATED WITH PRECISE PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE
 QK0621'ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 QK0621'
 QK0621'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0621
 QK0621                          STATION RECOVERY (1995)
 QK0621
 QK0621'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0621'RECOVERED IN GOOD CONDITION.
 QK0621
 QK0621                          STATION RECOVERY (2001)
 QK0621
 QK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0239 ***********************************************************************
 SG0239  DESIGNATION -  CANAL 26 B 1
 SG0239  PID         -  SG0239
 SG0239  STATE/COUNTY-  MI/HOUGHTON
 SG0239  COUNTRY     -  US
 SG0239  USGS QUAD   -  OSKAR (2017)
 SG0239
 SG0239                         *CURRENT SURVEY CONTROL
 SG0239  ______________________________________________________________________
 SG0239* NAD 83(1994) POSITION- 47 12 13.97177(N) 088 38 03.77201(W)   ADJUSTED
 SG0239* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 SG0239  ______________________________________________________________________
 SG0239  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 SG0239  LAPLACE CORR    -         -9.64  (seconds)                    DEFLEC18
 SG0239  HORZ ORDER      -  THIRD
 SG0239
 SG0239.The horizontal coordinates were established by classical geodetic methods
 SG0239.and adjusted by the National Geodetic Survey in February 1997.
 SG0239
 SG0239.The orthometric height was scaled from a topographic map.
 SG0239
 SG0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0239.GEOID18 height accuracy estimate available here.
 SG0239
 SG0239.Click photographs - Photos may exist for this station.
 SG0239
 SG0239.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0239
 SG0239. The following values were computed from the NAD 83(1994) position.
 SG0239
 SG0239;                    North         East     Units Scale Factor Converg.
 SG0239;SPC MI N     -   270,320.478 7,876,174.009   MT  1.00003167   -1 10 52.7
 SG0239;SPC MI N     -   886,878.21 25,840,465.91   iFT  1.00003167   -1 10 52.7
 SG0239;UTM  16      - 5,229,116.679   376,219.958   MT  0.99978830   -1 11 57.9
 SG0239
 SG0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0239!SPC MI N     -   0.99997030  x   1.00003167  =   1.00000196
 SG0239!UTM  16      -   0.99997030  x   0.99978830  =   0.99975860
 SG0239
 SG0239:                Primary Azimuth Mark                     Grid Az
 SG0239:SPC MI N     -  MCM QUINCY 2                             150 07 58.2
 SG0239:UTM  16      -  MCM QUINCY 2                             150 09 03.4
 SG0239
 SG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7621929116(NAD 83)
 SG0239
 SG0239|---------------------------------------------------------------------|
 SG0239| PID    Reference Object                     Distance      Geod. Az  |
 SG0239|                                                           dddmmss.s |
 SG0239| SG0186 MCM QUINCY 2                        APPROX. 8.7 KM 1485705.5 |
 SG0239|---------------------------------------------------------------------|
 SG0239
 SG0239                          SUPERSEDED SURVEY CONTROL
 SG0239
 SG0239  NAD 83(1986)-  47 12 13.96851(N)    088 38 03.74615(W) AD(       ) 3
 SG0239  NAD 27      -  47 12 14.23400(N)    088 38 03.28700(W) AD(       ) 3
 SG0239
 SG0239.Superseded values are not recommended for survey control.
 SG0239
 SG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0239.See file dsdata.pdf to determine how the superseded data were derived.
 SG0239
 SG0239_MARKER: DD = SURVEY DISK
 SG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0239_STAMPING: 26 B 1
 SG0239_MARK LOGO: CGS+SS
 SG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0239+STABILITY: SURFACE MOTION
 SG0239
 SG0239  HISTORY     - Date     Condition        Report By
 SG0239  HISTORY     - 1934     MONUMENTED       MIGS
 SG0239  HISTORY     - 20030927 MARK NOT FOUND   GEOCAC
 SG0239
 SG0239                          STATION DESCRIPTION
 SG0239
 SG0239'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0239'ABOUT 5 MILES NORTH OF HANCOCK IN T. 56 N., R. 34 W., SEC. 35,
 SG0239'HANCOCK TOWNSHIP, ON EAST SIDE OF ROAD NEAR CANAL SCHOOLHOUSE,
 SG0239'240 FEET SOUTH OF SOUTH WALL OF SCHOOLHOUSE, 29 FEET EAST OF
 SG0239'CENTER OF ROAD.  TO REACH BY COUNTY ROAD, FOLLOW KEWEENAW WATERWAY
 SG0239'ON THE HOUGHTON SIDE WEST AND NORTH TO PORTAGE LAKE SHIP CANAL
 SG0239'LIGHT.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0239'DISK IN CONCRETE.
 SG0239
 SG0239                          STATION RECOVERY (2003)
 SG0239
 SG0239'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1449 ***********************************************************************
 NE1449  DESIGNATION -  CANTON
 NE1449  PID         -  NE1449
 NE1449  STATE/COUNTY-  MI/WAYNE
 NE1449  COUNTRY     -  US
 NE1449  USGS QUAD   -  WAYNE (2017)
 NE1449
 NE1449                         *CURRENT SURVEY CONTROL
 NE1449  ______________________________________________________________________
 NE1449* NAD 83(2011) POSITION- 42 19 19.42677(N) 083 29 17.65977(W)   ADJUSTED
 NE1449* NAD 83(2011) ELLIP HT-   175.934 (meters)        (06/27/12)   ADJUSTED
 NE1449* NAD 83(2011) EPOCH   -  2010.00
 NE1449* NAVD 88 ORTHO HEIGHT -   210.0   (meters)      689.    (feet) GPS OBS
 NE1449  ______________________________________________________________________
 NE1449  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1449  GEOID HEIGHT    -         -33.97 (meters)                     GEOID93
 NE1449  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 NE1449  NAD 83(2011) X  -    535,635.328 (meters)                     COMP
 NE1449  NAD 83(2011) Y  - -4,692,646.514 (meters)                     COMP
 NE1449  NAD 83(2011) Z  -  4,272,239.842 (meters)                     COMP
 NE1449  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 NE1449
 NE1449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1449  Standards:
 NE1449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1449  -------------------------------------------------------------------
 NE1449  NETWORK    1.68   2.29           0.77   0.57   1.17      0.02067996
 NE1449  -------------------------------------------------------------------
 NE1449  Click here for local accuracies and other accuracy information.
 NE1449
 NE1449.The horizontal coordinates were established by GPS observations
 NE1449.and adjusted by the National Geodetic Survey in June 2012.
 NE1449
 NE1449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1449.been affixed to the stable North American tectonic plate. See 
 NE1449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1449
 NE1449.The horizontal coordinates are valid at the epoch date displayed above
 NE1449.which is a decimal equivalence of Year/Month/Day.
 NE1449
 NE1449.The orthometric height was determined by GPS observations and a
 NE1449.high-resolution geoid model.
 NE1449
 NE1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1449.GEOID18 height accuracy estimate available here.
 NE1449
 NE1449.Click photographs - Photos may exist for this station.
 NE1449
 NE1449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1449
 NE1449.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1449
 NE1449.The ellipsoidal height was determined by GPS observations
 NE1449.and is referenced to NAD 83.
 NE1449
 NE1449. The following values were computed from the NAD 83(2011) position.
 NE1449
 NE1449;                    North         East     Units Scale Factor Converg.
 NE1449;SPC MI S     -    91,690.886 4,072,405.695   MT  0.99995482   +0 35 52.1
 NE1449;SPC MI S     -   300,823.12 13,360,911.07   iFT  0.99995482   +0 35 52.1
 NE1449;UTM  17      - 4,688,534.096   294,966.218   MT  1.00011727   -1 40 33.3
 NE1449
 NE1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1449!SPC MI S     -   0.99997241  x   0.99995482  =   0.99992723
 NE1449!UTM  17      -   0.99997241  x   1.00011727  =   1.00008967
 NE1449
 NE1449:                Primary Azimuth Mark                     Grid Az
 NE1449:SPC MI S     -  CANTON AZ MK                             263 21 59.5
 NE1449:UTM  17      -  CANTON AZ MK                             265 38 24.9
 NE1449
 NE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9496688534(NAD 83)
 NE1449
 NE1449|---------------------------------------------------------------------|
 NE1449| PID    Reference Object                     Distance      Geod. Az  |
 NE1449|                                                           dddmmss.s |
 NE1449| NE1451 WAYNE CO TRAINING SCHOOL TANK       APPROX. 8.6 KM 0023821.3 |
 NE1449| NE1445 TT 4 S                               41.962 METERS 05826     |
 NE1449| NE1460 LELAND SANITARIUM WATER TANK        APPROX. 8.2 KM 2294839.6 |
 NE1449| CH0856 CANTON AZ MK                                       2635751.6 |
 NE1449| CH0857 CANTON RM 1                          29.628 METERS 27128     |
 NE1449| CH0858 CANTON RM 3                           8.520 METERS 35427     |
 NE1449|---------------------------------------------------------------------|
 NE1449
 NE1449                          SUPERSEDED SURVEY CONTROL
 NE1449
 NE1449  NAD 83(2007)-  42 19 19.42689(N)    083 29 17.66053(W) AD(2002.00) 0
 NE1449  ELLIP H (02/10/07)  175.938  (m)                       GP(2002.00)    
 NE1449  ELLIP H (07/12/02)  175.966  (m)                       GP(       ) 4 1
 NE1449  NAD 83(1994)-  42 19 19.42650(N)    083 29 17.65999(W) AD(       ) 1
 NE1449  ELLIP H (02/03/97)  176.011  (m)                       GP(       ) 4 1
 NE1449  NAD 83(1986)-  42 19 19.43108(N)    083 29 17.69116(W) AD(       ) 1
 NE1449  NAD 27      -  42 19 19.29900(N)    083 29 17.91900(W) AD(       ) 1
 NE1449
 NE1449.Superseded values are not recommended for survey control.
 NE1449
 NE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1449.See file dsdata.pdf to determine how the superseded data were derived.
 NE1449
 NE1449_MARKER: DS = TRIANGULATION STATION DISK
 NE1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1449_STAMPING: CANTON 1943
 NE1449_MARK LOGO: CGS
 NE1449_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1449+STABILITY: SURFACE MOTION
 NE1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1449+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 NE1449
 NE1449  HISTORY     - Date     Condition        Report By
 NE1449  HISTORY     - 1943     MONUMENTED       CGS
 NE1449  HISTORY     - 1953     GOOD             CGS
 NE1449  HISTORY     - 1974     POOR             NGS
 NE1449  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NE1449  HISTORY     - 1980     SEE DESCRIPTION  MIDH
 NE1449  HISTORY     - 1982     POOR             NGS
 NE1449  HISTORY     - 19931030 GOOD             LOCENG
 NE1449  HISTORY     - 19940311 POOR             MIDT
 NE1449  HISTORY     - 20050808 MARK NOT FOUND   USPSQD
 NE1449
 NE1449                          STATION DESCRIPTION
 NE1449
 NE1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1449'STATION IS LOCATED ABOUT 3 MILES SSW OF THE TOWN OF PLYMOUTH, 88 FEET
 NE1449'W OF THE CENTER LINE OF CANTON ROAD, 69 FEET SW OF THE S END OF A
 NE1449'CONCRETE BRIDGE.  42 FEET S OF THE CENTER LINE OF STATE HIGHWAY 153,
 NE1449'23 FEET SW OF POLE 42-1, AND 7.7 FEET SE OF A REFERENCE POST.  THE
 NE1449'DISK IS STAMPED CANTON 1943.
 NE1449'
 NE1449'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARKS ARE BRONZE
 NE1449'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1449'
 NE1449'REFERENCE MARK 1 IS 97.21 FEET W OF THE STATION, 51.7 FEET N OF THE
 NE1449'CENTER LINE OF STATE HIGHWAY 153.  THE DISK IS STAMPED CANTON NO 1
 NE1449'1943.
 NE1449'
 NE1449'REFERENCE MARK 2 (TT 4S 1935 U.S.G.S. B.M.) IS 137.67 FEET NE OF THE
 NE1449'STATION, 31.7 FEET E OF THE CENTER LINE OF CANTON ROAD, 10 FEET S OF A
 NE1449'POWER-TRANSMISSION LINE POLE, 9.5 FEET NE OF THE N END OF A CONCRETE
 NE1449'BRIDGE.  THE MARK IS A STANDARD U.S.G.S. BENCH MARK AND IS STAMPED TT
 NE1449'4S 1935.  ELEVATION - 689 FEET.
 NE1449'
 NE1449'THE AZIMUTH MARK IS 0.6 MILE W OF THE STATION, 42.8 FEET S OF THE
 NE1449'CENTER LINE OF STATE HIGHWAY 153, 17.4 FEET N OF AN E-W FENCELINE, 3.3
 NE1449'FEET N OF A REFERENCE POST.  THE DISK IS STAMPED CANTON 1943.
 NE1449'
 NE1449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND SHELDON
 NE1449'ROAD IN THE SW EDGE OF THE TOWN OF PLYMOUTH, GO S ON SHELDON ROAD FOR
 NE1449'0.5 MILE TO THE JUNCTION OF JOY ROAD, HERE TURN RIGHT ON JOY ROAD FOR
 NE1449'0.55 MILE TO THE JUNCTION OF CANTON ROAD, TURN LEFT ON CANTON ROAD AND
 NE1449'GO S FOR 2.0 MILES TO THE JUNCTION OF HIGHWAY 153 AND STATION AS
 NE1449'DESCRIBED.
 NE1449'
 NE1449'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE HIGHWAY 153
 NE1449'FOR 0.6 MILE TO MARK ON THE LEFT AS DESCRIBED.
 NE1449'
 NE1449'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1449
 NE1449                          STATION RECOVERY (1953)
 NE1449
 NE1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 NE1449'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NE1449'CONDITION. DESCRIPTION IS ADEQUATE.  THE DISTANCE AND DIRECTION TO THE
 NE1449'REFERENCE MARKS WERE NOT CHECKED.
 NE1449'
 NE1449'IN THE ORIGINAL DESCRIPTION, THE LINE 42 FT. S OF THE CENTERLINE OF
 NE1449'STATE HIGHWAY 153 IS INCORRECT.  IT SHOULD READ 42 FT. N OF STATE
 NE1449'HIGHWAY 153.
 NE1449
 NE1449                          STATION RECOVERY (1974)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WFP)
 NE1449'RECOVERED BY WILLIAM F. PARSONS, UNIVERSITY OF MICH.  CANTON 1943
 NE1449'DAMAGED ABOUT ONE THIRD OF DISK MISSING.
 NE1449'
 NE1449'CANTON NO 1 1943 GOOD BUT IN DANGER OF LOSS BY EROSION OF DRAIN BANK.
 NE1449'
 NE1449'CANTON 1943 (AZ. MK) NOT RECOVERED DURING A 1/2 HR SEARCH OF SURFACE.
 NE1449'
 NE1449'TT 4S 1935 (RM. 2) NOT RECOVERED NEW DESCRIPTION REQUIRED 1/2 HR
 NE1449'SEARCH.
 NE1449'
 NE1449'TT 4S WAS PROBED FOR IN THE APPROXIMATE POSITION WITH A SCREWDRIVER TO
 NE1449'A DEPTH OF ABOUT 6 INCHES.  THE STATION DISK WAS APPARENTLY STRUCK BY
 NE1449'A ROAD GRADER AND I HAVE THE MISSING PORTION.  THE NAME AND THE
 NE1449'TRIANGLE ARE ON THE REMAINING PORTION AND A DETAILED REPORT IS
 NE1449'CONTAINED IN A LETTER TO MR. C. L. NOVAK OF NETWORK MAINTEN. DATED
 NE1449'9-30-74.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MI SSW OF THE TOWN
 NE1449'OF PLYMOUTH
 NE1449
 NE1449                          STATION RECOVERY (1976)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NE1449'STATION MARK WAS FOUND WITH A PORTION OF THE DISK SHEARED OFF.
 NE1449'THE PLUMB POINT WAS IN GOOD CONDITION.  THE POINT WAS PLUMBED AND
 NE1449'HELD AND A NEW SURFACE DISK WAS SET USING THE ORIGINAL MONUMENT.
 NE1449'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  TT 4S (USGS) (USED
 NE1449'AS R. M. 2) WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED DESTROYED
 NE1449'WHEN A GAS LINE WAS LAYED.  THE AZIMUTH MARK WAS NOT RECOVERED
 NE1449'AFTER A THROUGH SEARCH.  THE AZIMUTH MARK MAY BE INTACT BUT
 NE1449'NOT ENOUGH POINTS TO CHECK.  THE ANGLE WAS TURNED OFF REFERENCE
 NE1449'MARK 1, THE EAST WEST FENCE IS GONE AS IS THE REFERENCE POST.
 NE1449'
 NE1449'THE STATION IS IN THE SOUTHWEST EDGE OF PLYMOUTH IN THE NORTHWEST
 NE1449'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 153 AND CANTON CENTER
 NE1449'ROAD.  IT IS 88 FEET WEST OF THE CENTERLINE OF CANTON CENTER ROAD,
 NE1449'69 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE BRIDGE, 42 FEET
 NE1449'NORTH OF THE CENTERLINE OF STATE HIGHWAY 153 AND 16 FEET
 NE1449'SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 1 INCH AND
 NE1449'THE DISK STAMPED CANTON 1943 1976.
 NE1449'
 NE1449'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NE1449'19 FEET NORTHEAST OF A 14-INCH ELM TREE, 7.5 FEET NORTHWEST OF A
 NE1449'TELEPHONE POLE, 2 FEET SOUTH OF THE CREEK BANK AND 1 FOOT EAST OF
 NE1449'METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NE1449'STAMPED CANTON NO 1 1943.
 NE1449'
 NE1449'REFERENCE MARK 3 IS A STANDARD ALUMINUM MARK WITH 3-MAGNETS
 NE1449'ATTACHED.  IT IS 87 FEET WEST OF THE CENTERLINE OF CANTON CENTER
 NE1449'ROAD, 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 61 FEET WEST
 NE1449'OF THE SOUTH END OF THE CONCRETE BRIDGE, 28 FEET NORTHWEST OF THE
 NE1449'TELEPHONE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTHWEST
 NE1449'EDGE OF PLYMOUTH.
 NE1449'
 NE1449'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NE1449
 NE1449                          STATION RECOVERY (1980)
 NE1449
 NE1449'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1449'THE STATION MONUMENT WAS FOUND HOWEVER THE DISK HAS BEEN REMOVED BUT
 NE1449'THE SHANK IS STILL IN PLACE AND APPEARS TO BE IN ITS ORIGINAL POSITION
 NE1449'ALSO RM 3 1976 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NE1449'SEARCHED FOR BUT COULD NOT BE FOUND. THE DISTANCE AND DIRECTION TO THE
 NE1449'REFERENCE MARK WAS NOT CHECKED.  THE DESCRIPTION AND TO REACH ARE
 NE1449'ADEQUATE.
 NE1449
 NE1449                          STATION RECOVERY (1982)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 NE1449'STATION WAS RECOVERED WITH RM NO. 3 AS DESCRIBED IN 1976 RECOVER
 NE1449'NOTE.  THE DISK HAS BEEN SHEARED OFF BUT THE SHANK REMAINS.  THE
 NE1449'TOP OF THE MONUMENT IS IN PRETTY BAD SHAPE AND ONLY PART OF THE
 NE1449'IMPRESSION OF THE DISK REMAINS.  THE DISTANCE TO RM 3 CHECKS THE
 NE1449'1976 DISTANCE.  RM 1 WAS NOT FOUND.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHWEST
 NE1449'EDGE OF PLYMOUTH.
 NE1449
 NE1449                          STATION RECOVERY (1993)
 NE1449
 NE1449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE1449'RECOVERED IN GOOD CONDITION.  THERE IS NOW A SMALL PK NAIL DRIVEN
 NE1449'THROUGH A WRC WITNESS TAG AND INTO THE TOP OF THE COPPER SHANK.
 NE1449
 NE1449                          STATION RECOVERY (1994)
 NE1449
 NE1449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1449'STATION IS IN QUAD 420832 ON THE QUADRANGLE MAP. IT IS IN THE SOUTHEST
 NE1449'1/4 OF SECTION 9, T-2-S, R-8-E, CANTON TOWNSHIP. ABOUT 3.0 MI (4.8 KM)
 NE1449'SOUTH OF PLYMOUTH, 7.5 MI (12.1 KM) WEST OF GARDEN CITY, 8.0 MI (12.9
 NE1449'KM) NORTH OF BELLEVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 NE1449'THE INTERCHANGE OF INTERSTATE 275 AND STATE HIGHWAY M-153 (FORD ROAD)
 NE1449'GO WEST ALONG FORD ROAD FOR 2.2 MI (3.5 KM) TO CANTON CENTER ROAD AND
 NE1449'STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NE1449'STATION IS A CONCRETE MONUMENT WITH CAP SHEARED OFF AND ONLY THE STEM
 NE1449'REMAINS IN THE TOP. THE TOP OF THE CONCRETE IS IN ROUGH SHAPE AND 3
 NE1449'INCHES BELOW GROUND SURFACE. A FAINT DISTINCTION OF THE MONUMENT CAP
 NE1449'CAN BE SEEN. IT IS 88.0 FT (26.8 M) WEST FROM THE CENTER OF CANTON
 NE1449'CENTER ROAD, 69.0 FT (21.0 M) SOUTHWEST FROM THE SOUTH END OF A
 NE1449'CONCRETE BRIDGE, 42.0 FT (12.8 M) NORTH FROM THE CENTER OF FORD ROAD.
 NE1449'NOTE--GPS WAS OBSERVED ON THIS STATION AND NOT CONSTRAINED IN THE
 NE1449'ADJUSTMENT. A 7 CM SHIFT IN LONGITUDE IS SUSPECTED.
 NE1449
 NE1449                          STATION RECOVERY (2005)
 NE1449
 NE1449'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1449'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0797 ***********************************************************************
 NG0797  DESIGNATION -  CAP
 NG0797  PID         -  NG0797
 NG0797  STATE/COUNTY-  MI/BERRIEN
 NG0797  COUNTRY     -  US
 NG0797  USGS QUAD   -  BENTON HARBOR (2017)
 NG0797
 NG0797                         *CURRENT SURVEY CONTROL
 NG0797  ______________________________________________________________________
 NG0797* NAD 83(2007) POSITION- 42 06 53.36685(N) 086 29 18.19376(W)   ADJUSTED
 NG0797* NAD 83(2007) ELLIP HT-   144.701 (meters)        (02/10/07)   ADJUSTED
 NG0797* NAD 83(2007) EPOCH   -  2002.00
 NG0797* NAVD 88 ORTHO HEIGHT -   178.5   (meters)      586.    (feet) GPS OBS
 NG0797  ______________________________________________________________________
 NG0797  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NG0797  GEOID HEIGHT    -        -33.860 (meters)                     GEOID90
 NG0797  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 NG0797  NAD 83(2007) X  -    290,240.959 (meters)                     COMP
 NG0797  NAD 83(2007) Y  - -4,729,665.606 (meters)                     COMP
 NG0797  NAD 83(2007) Z  -  4,255,170.402 (meters)                     COMP
 NG0797  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 NG0797
 NG0797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0797  Standards:
 NG0797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0797  -------------------------------------------------------------------
 NG0797  NETWORK   25.31  27.64           6.48  12.32  14.10     -0.17328315
 NG0797  -------------------------------------------------------------------
 NG0797  Click here for local accuracies and other accuracy information.
 NG0797
 NG0797.The horizontal coordinates were established by GPS observations
 NG0797.and adjusted by the National Geodetic Survey in February 2007.
 NG0797
 NG0797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 NG0797.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 NG0797
 NG0797.The horizontal coordinates are valid at the epoch date displayed above
 NG0797.which is a decimal equivalence of Year/Month/Day.
 NG0797
 NG0797.The orthometric height was determined by GPS observations and a
 NG0797.high-resolution geoid model.
 NG0797
 NG0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0797.GEOID18 height accuracy estimate available here.
 NG0797
 NG0797.Click photographs - Photos may exist for this station.
 NG0797
 NG0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0797
 NG0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0797
 NG0797.The ellipsoidal height was determined by GPS observations
 NG0797.and is referenced to NAD 83.
 NG0797
 NG0797. The following values were computed from the NAD 83(2007) position.
 NG0797
 NG0797;                    North         East     Units Scale Factor Converg.
 NG0797;SPC MI S     -    70,505.018 3,824,549.402   MT  0.99999652   -1 26 38.0
 NG0797;SPC MI S     -   231,315.68 12,547,734.26   iFT  0.99999652   -1 26 38.0
 NG0797;UTM  16      - 4,662,651.778   542,294.358   MT  0.99962201   +0 20 35.2
 NG0797
 NG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0797!SPC MI S     -   0.99997731  x   0.99999652  =   0.99997383
 NG0797!UTM  16      -   0.99997731  x   0.99962201  =   0.99959932
 NG0797
 NG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4229462651(NAD 83)
 NG0797
 NG0797                          SUPERSEDED SURVEY CONTROL
 NG0797
 NG0797  ELLIP H (07/17/02)  144.799  (m)                       GP(       ) 4 1
 NG0797  NAD 83(1994)-  42 06 53.37224(N)    086 29 18.19883(W) AD(       ) 2
 NG0797  ELLIP H (02/03/97)  144.918  (m)                       GP(       ) 4 1
 NG0797  NAD 83(1986)-  42 06 53.37133(N)    086 29 18.20062(W) AD(       ) 2
 NG0797
 NG0797.Superseded values are not recommended for survey control.
 NG0797
 NG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0797.See file dsdata.pdf to determine how the superseded data were derived.
 NG0797
 NG0797_MARKER: DD = SURVEY DISK
 NG0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NG0797_SP_SET: BULKHEAD
 NG0797_STAMPING: CAP DETROIT DISTRICT 1989
 NG0797_MARK LOGO: USACE
 NG0797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0797+STABILITY: SURFACE MOTION
 NG0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0797+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2025
 NG0797
 NG0797  HISTORY     - Date     Condition        Report By
 NG0797  HISTORY     - 1989     MONUMENTED       USACE
 NG0797  HISTORY     - 20230330 GOOD             MIDT
 NG0797  HISTORY     - 20231025 GOOD             MIDT
 NG0797  HISTORY     - 20250430 GOOD             USACED
 NG0797
 NG0797                          STATION DESCRIPTION
 NG0797
 NG0797'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1989
 NG0797'THE STATION IS LOCATED ON THE NORTH JETTY IN ST JOSEPH, MI. (0.00 KM)
 NG0797'JUST SOUTH AND WEST OF THE COAST GUARD BASE AND TISCORNIA PARK.
 NG0797'TO REACH THE STATION FROM THE POST OFFICE IN ST JOSEPH, HEAD NORTHEAST
 NG0797'ON HWY 33 FOR 1.0 MI (1.61 KM) TO UPTON STREET EXIT. FOLLOW UPTON ST
 NG0797'SOUTHWEST FOR 1.2 MI (1.93 KM) TO TISCORNIA PARK, AND STATION ON
 NG0797'BULKHEAD AS DESCRIBED.
 NG0797'THE STATION IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 NG0797'CAP 1989 - DETROIT DISTRICT - SET IN A DRILL HOLE IN THE BULKHEAD. IT
 NG0797'IS 7.44 M (24.41 FT) WEST OF A STEEL PIN WITH CONCRETE CENTER PAINTED
 NG0797'BLUE, 2.16 M (7.09 FT) EAST OF A STEEL BULKHEAD WHERE THE BULKHEAD
 NG0797'MAKES AN ANGLE, AND 1.8 M (5.91 FT) NNW OF A STEEL RAIL PAINTED BLUE.
 NG0797'DESCRIBED BY GAB
 NG0797
 NG0797                          STATION RECOVERY (2023)
 NG0797
 NG0797'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NG0797'RECOVERED IN GOOD CONDITION.
 NG0797
 NG0797                          STATION RECOVERY (2023)
 NG0797
 NG0797'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NG0797'RECOVERED IN GOOD CONDITION.
 NG0797
 NG0797                          STATION RECOVERY (2025)
 NG0797
 NG0797'RECOVERY NOTE BY USACE DETROIT DISTRICT 2025 (DC)
 NG0797'SET IN 1989, USACE MONUMENT AT THE BASE OF THE NORTHERN BREAKWATER IN
 NG0797'ST. JOSEPH HARBOR, MI.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0834 ***********************************************************************
 OJ0834  DESIGNATION -  CAPAC
 OJ0834  PID         -  OJ0834
 OJ0834  STATE/COUNTY-  MI/ST CLAIR
 OJ0834  COUNTRY     -  US
 OJ0834  USGS QUAD   -  CAPAC (2017)
 OJ0834
 OJ0834                         *CURRENT SURVEY CONTROL
 OJ0834  ______________________________________________________________________
 OJ0834* NAD 83(1994) POSITION- 43 02 04.40608(N) 082 55 45.22197(W)   ADJUSTED
 OJ0834* NAVD 88 ORTHO HEIGHT -   259.4   (meters)      851.    (feet) VERTCON3
 OJ0834  ______________________________________________________________________
 OJ0834  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 OJ0834  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 OJ0834  HORZ ORDER      -  FIRST
 OJ0834
 OJ0834.The horizontal coordinates were established by classical geodetic methods
 OJ0834.and adjusted by the National Geodetic Survey in February 1997.
 OJ0834
 OJ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0834
 OJ0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0834.GEOID18 height accuracy estimate available here.
 OJ0834
 OJ0834.Click photographs - Photos may exist for this station.
 OJ0834
 OJ0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0834
 OJ0834. The following values were computed from the NAD 83(1994) position.
 OJ0834
 OJ0834;                    North         East     Units Scale Factor Converg.
 OJ0834;SPC MI S     -   171,455.179 4,117,128.204   MT  0.99991027   +0 58 41.6
 OJ0834;SPC MI S     -   562,516.99 13,507,638.46   iFT  0.99991027   +0 58 41.6
 OJ0834;UTM  17      - 4,766,458.375   342,837.845   MT  0.99990386   -1 19 00.7
 OJ0834
 OJ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0834!SPC MI S     -   0.99996478  x   0.99991027  =   0.99987505
 OJ0834!UTM  17      -   0.99996478  x   0.99990386  =   0.99986864
 OJ0834
 OJ0834:                Primary Azimuth Mark                     Grid Az
 OJ0834:SPC MI S     -  CAPAC AZ MK                              205 45 13.0
 OJ0834:UTM  17      -  CAPAC AZ MK                              208 02 55.3
 OJ0834
 OJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4283766458(NAD 83)
 OJ0834
 OJ0834|---------------------------------------------------------------------|
 OJ0834| PID    Reference Object                     Distance      Geod. Az  |
 OJ0834|                                                           dddmmss.s |
 OJ0834| CH0859 CAPAC RM 1                           39.917 METERS 00446     |
 OJ0834| OJ0828 EMMETT MUSIC CO MAST                APPROX. 9.9 KM 0943757.2 |
 OJ0834| CH0861 CAPAC RM 3                           24.872 METERS 17722     |
 OJ0834| OJ0833 CAPAC MUNICIPAL TANK                APPROX. 2.7 KM 1901911.3 |
 OJ0834| OJ0836 CAPAC AZ MK                         APPROX. 0.9 KM 2064354.6 |
 OJ0834| OJ0939 IMLAY CITY MUNICIPAL TANK           APPROX.11.7 KM 2640702.0 |
 OJ0834| CH0860 CAPAC RM 2                           35.569 METERS 28408     |
 OJ0834|---------------------------------------------------------------------|
 OJ0834
 OJ0834                          SUPERSEDED SURVEY CONTROL
 OJ0834
 OJ0834  NAD 83(1986)-  43 02 04.39882(N)    082 55 45.25236(W) AD(       ) 1
 OJ0834  NAD 27      -  43 02 04.30107(N)    082 55 45.49686(W) AD(       ) 1
 OJ0834  NGVD 29 (07/19/86)  259.5    (m)          851.     (f) VERT ANG       
 OJ0834
 OJ0834.Superseded values are not recommended for survey control.
 OJ0834
 OJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0834.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0834
 OJ0834_MARKER: DS = TRIANGULATION STATION DISK
 OJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0834_STAMPING: CAPAC 1943
 OJ0834_MARK LOGO: CGS
 OJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0834+STABILITY: SURFACE MOTION
 OJ0834
 OJ0834  HISTORY     - Date     Condition        Report By
 OJ0834  HISTORY     - 1943     MONUMENTED       CGS
 OJ0834  HISTORY     - 1973     GOOD             NGS
 OJ0834  HISTORY     - 1977     GOOD             NGS
 OJ0834  HISTORY     - 1980     GOOD             MIDH
 OJ0834
 OJ0834                          STATION DESCRIPTION
 OJ0834
 OJ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0834'THE STATION IS LOCATED 1.5 MILES N OF CAPAC, ABOUT 60 YARDS NW OF F.
 OJ0834'O. COOK FARMHOUSE, 88 FEET NNW OF THE F. O. COOK MAILBOX, 44 FEET W OF
 OJ0834'THE CENTER LINE OF CAPAC ROAD, 14 FEET NW OF A RIGHT-OF-WAY CONCRETE
 OJ0834'POST, 12 FEET W OF A N-S FENCELINE, 8 FEET SW OF A REFERENCE POST.
 OJ0834'THE MARK IS ON THE PROPERTY OF F. O. COOK. STAMPED CAPAC 1943.
 OJ0834'
 OJ0834'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ0834'IN CONCRETE AS DESCRIBED INNOTES 1A. 7A, AND 11A.
 OJ0834'
 OJ0834'REFERENCE MARK 1 IS 131.13 FEET NE OF THE STATION, 31 FEET W OF THE
 OJ0834'CENTER LINE OF CAPAC ROAD, 1 FOOT W OF A N-S FENCELINE.  IT IS ON THE
 OJ0834'E EDGE OF AN APPLE ORCHARD.  STAMPED CAPAC NO 1 1943.  REFERENCE MARK
 OJ0834'2 IS 116.69 FEET NW OF THE STATION, 93 FEET NW OF THE NW CORNER OF A
 OJ0834'FARM GARAGE BUILDING, 64 FEET E OF THE SW CORNER FENCE POST OF AN
 OJ0834'APPLE ORCHARD, 2.5 FEET S OF AN E-W FENCELINE.  STAMPED CAPAC NO 2
 OJ0834'1943.
 OJ0834'
 OJ0834'THE AZIMUTH MARK IS 0.6 MILE SW OF THE STATION, 29.8 FEET N OF THE
 OJ0834'CENTER LINE OF STATE HIGHWAY 21 M, 8.4 FEET NW OF A LONE 12-INCH ASH
 OJ0834'TREE, 4.8 FEET ESE OF A REFERENCE POST, 2 FEET S OF AN E-W FENCELINE.
 OJ0834'THE MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED CAPAC 1943.
 OJ0834'
 OJ0834'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO N ON HIGHWAY 21 M
 OJ0834'FOR 1.0 MILE TO WHERE THE HIGHWAY TURNS LEFT, HERE KEEP STRAIGHT AHEAD
 OJ0834'FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OJ0834'
 OJ0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON CAPAC ROAD FOR 0.5
 OJ0834'MILE TO THE JUNCTION OF HIGHWAY 21 M, HERE TURN RIGHT ON THE HIGHWAY
 OJ0834'AND GO 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OJ0834'
 OJ0834'HEIGHT OF LIGHT AVOVE STATION MARK-34 METERS.
 OJ0834
 OJ0834                          STATION RECOVERY (1973)
 OJ0834
 OJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AAV)
 OJ0834'AZ MARK- 12 SEC. ASH HAS BEEN CUT, SAPLINGS GROWING FROM STUMP, FENCE
 OJ0834'LINE IS GONE, HIGHWAY 21 HAS BEEN RELOCATED, RD. KNOWN AS IMLAY CITY
 OJ0834'RD.  MARK IS 29.8 FEET NORTH OF CENTERLINE OF IMLAY CITY ROAD AND 1467
 OJ0834'FEET WEST OF CENTERLINE OF CAPAC ROAD.
 OJ0834'
 OJ0834'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTH OF VILLAGE
 OJ0834'OF CAPAC.
 OJ0834
 OJ0834                          STATION RECOVERY (1977)
 OJ0834
 OJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LWH)
 OJ0834'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 OJ0834'REFERENCE MARK 1 WAS FOUND PROTRUDING 2 FEET ABOVE GROUND ON THE SIDE
 OJ0834'OF A DRAINAGE DITCH.  IT IS FAIRLY SOLID AT THIS TIME BUT PROBABLY
 OJ0834'WILL NOT LAST.  THE AZIMUTH MARK WAS FOUND AT THE EDGE OF A DRAINAGE
 OJ0834'DITCH BUT APPEARS TO BE SAFE AT THIS TIME.  REFERENCE MARK 3 WAS
 OJ0834'ESTABLISHED.  A SHORTER MEASUREMENT OF 0.050 METER WAS NOTED TO
 OJ0834'REFERENCE MARK 1.  THE DISTANCE TO REFERENCE MARK 2 CHECKED EVEN
 OJ0834'THOUGH MEASURED AROUND A TREE.  A NEW DESCRIPTION FOLLOWS.
 OJ0834'
 OJ0834'STATION IS LOCATED 7 MILES EAST OF IMLAY CITY, 1-1/2 MILES NORTH OF
 OJ0834'CAPAC, IN THE SOUTHEAST CORNER OF SECTION 16, T 7 N, R 13 E, ON A LOW
 OJ0834'RIDGE ALONG A COUNTY ROAD, ACROSS THE ROAD FROM THE CAPAC VETERINARY
 OJ0834'CLINIC, ON PROPERTY OF VICTOR SHEARSMITH, 210 SOUTH MAIN STREET,
 OJ0834'CAPAC, PHONE 395-7901.
 OJ0834'
 OJ0834'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO EAST ON MILL
 OJ0834'STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT, NORTH, ON NORTH
 OJ0834'MAIN STREET, THEN CAPAC ROAD FOR 0.5 MILE TO ITS JUNCTION WITH STATE
 OJ0834'HIGHWAY 21.  CONTINUE NORTH ON CAPAC ROAD FOR 0.3 MILE TO A CROSSROAD.
 OJ0834'(TO REACH THE AZIMUTH MARK TURN LEFT, WEST, ON IMLAY CITY ROAD FOR
 OJ0834'0.25 MILE TO THE MARK ON THE RIGHT.) CONTINUE NORTH ON CAPAC ROAD FOR
 OJ0834'0.5 MILE TO TOP OF LOW RISE AND THE STATION ON THE LEFT.
 OJ0834'
 OJ0834'STATION MARKS, STAMPED---CAPAC 1943---, ARE STANDARD DISKS.  THE
 OJ0834'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OJ0834'PROJECTING 1 INCH ABOVE GROUND.  IT IS 73 FEET SOUTH OF THE CENTER OF
 OJ0834'THE SOUTH ENTRANCE OF A CIRCULAR DRIVEWAY, 66.5 FEET NORTHEAST OF AN
 OJ0834'18-INCH OAK TREE, 45 FEET WEST OF THE CENTER OF CAPAC ROAD, 38 FEET
 OJ0834'EAST OF THE EAST WALL OF A FOUNDATION, 5 FEET ABOVE THE ROAD, AND 5
 OJ0834'FEET EAST OF AN EMBANKMENT.  UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0834'IRREGULAR CONCRETE MASS AS DESCRIBED IN 1943.
 OJ0834'
 OJ0834'REFERENCE MARK 1, STAMPED---CAPAC NO 1 1943---, A STANDARD DISK SET IN
 OJ0834'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 24 INCHES
 OJ0834'ABOVE GROUND.  IT IS 53.0 FEET EAST OF THE NORTHEAST CORNER OF A
 OJ0834'HOUSE, 36 FEET SOUTHEAST OF AN 18-INCH WILLOW TREE, 30.5 FEET WEST OF
 OJ0834'THE CENTER OF CAPAC ROAD, AND 15 FEET SOUTH OF THE CENTER OF THE NORTH
 OJ0834'ENTRANCE OF A CIRCULAR DRIVEWAY.
 OJ0834'
 OJ0834'REFERENCE MARK 2, STAMPED---CAPAC NO 2 1943---, A STANDARD DISK SET IN
 OJ0834'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 OJ0834'ABOVE GROUND.  IT IS ABOUT 140 FEET WEST OF CAPAC ROAD, 36 FEET
 OJ0834'EAST-SOUTHEAST OF A FENCE CORNER, 27.2 FEET SOUTH OF A FENCE, 24 FEET
 OJ0834'EAST OF A 6-INCH PINE TREE, AND 6.5 FEET WEST OF A WILD CHERRY TREE.
 OJ0834'
 OJ0834'REFERENCE MARK 3, STAMPED---CAPAC 1943 NO 3 1977---, A STANDARD DISK
 OJ0834'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 1 INCH
 OJ0834'ABOVE GROUND.  IT IS 43.5 FEET WEST OF THE CENTER OF CAPAC ROAD, 31
 OJ0834'FEET SOUTHEAST OF AN 18-INCH OAK TREE, 1.4 FEET NORTHEAST OF A METAL
 OJ0834'WITNESS POST, IN LINE WITH THE SOUTH EDGE OF A DRIVEWAY ACROSS THE
 OJ0834'ROAD.
 OJ0834'
 OJ0834'AZIMUTH MARK, STAMPED---CAPAC 1943---, A STANDARD DISK SET IN THE TOP
 OJ0834'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 OJ0834'GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF IMLAY CITY ROAD, 1.7
 OJ0834'FEET NORTHWEST OF A METAL WITNESS POST, 0.9 FOOT NORTHWEST OF A METAL
 OJ0834'WITNESS POST, AND 28.5 FEET EAST OF THE EXTENDED CENTER OF A DRIVEWAY
 OJ0834'LEADING TO 15189 IMLAY CITY ROAD.
 OJ0834'
 OJ0834'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 OJ0834'LIGHT ABOVE STATION WAS 22.1 METERS.  DESCRIBED BY G.R.HEID.
 OJ0834
 OJ0834                          STATION RECOVERY (1980)
 OJ0834
 OJ0834'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0834'THE STATION, REFERENCE MARK 1 1943 AND  REFERENCE MARK 2  1977  AND
 OJ0834'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION THE  TO REACH AND
 OJ0834'DESCRIPTION ARE ADEQUATE.  THE DIRECTIONS AND DISTANCES WERE NOT
 OJ0834'CHECKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0836 ***********************************************************************
 OJ0836  DESIGNATION -  CAPAC AZ MK
 OJ0836  PID         -  OJ0836
 OJ0836  STATE/COUNTY-  MI/ST CLAIR
 OJ0836  COUNTRY     -  US
 OJ0836  USGS QUAD   -  CAPAC (2017)
 OJ0836
 OJ0836                         *CURRENT SURVEY CONTROL
 OJ0836  ______________________________________________________________________
 OJ0836* NAD 83(1994) POSITION- 43 01 37.69596(N) 082 56 03.55762(W)   ADJUSTED
 OJ0836* NAVD 88 ORTHO HEIGHT -   254.2   (meters)      834.    (feet) VERTCON3
 OJ0836  ______________________________________________________________________
 OJ0836  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 OJ0836  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 OJ0836  HORZ ORDER      -  SECOND
 OJ0836
 OJ0836.The horizontal coordinates were established by classical geodetic methods
 OJ0836.and adjusted by the National Geodetic Survey in February 1997.
 OJ0836
 OJ0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0836
 OJ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0836.GEOID18 height accuracy estimate available here.
 OJ0836
 OJ0836.Click photographs - Photos may exist for this station.
 OJ0836
 OJ0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0836
 OJ0836. The following values were computed from the NAD 83(1994) position.
 OJ0836
 OJ0836;                    North         East     Units Scale Factor Converg.
 OJ0836;SPC MI S     -   170,624.045 4,116,727.248   MT  0.99990995   +0 58 29.1
 OJ0836;SPC MI S     -   559,790.17 13,506,322.99   iFT  0.99990995   +0 58 29.1
 OJ0836;UTM  17      - 4,765,643.968   342,403.930   MT  0.99990554   -1 19 12.5
 OJ0836
 OJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0836!SPC MI S     -   0.99996560  x   0.99990995  =   0.99987555
 OJ0836!UTM  17      -   0.99996560  x   0.99990554  =   0.99987114
 OJ0836
 OJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4240365643(NAD 83)
 OJ0836
 OJ0836                          SUPERSEDED SURVEY CONTROL
 OJ0836
 OJ0836  NAD 83(1986)-  43 01 37.68877(N)    082 56 03.58821(W) AD(       ) 2
 OJ0836  NAD 27      -  43 01 37.59083(N)    082 56 03.83212(W) AD(       ) 2
 OJ0836  NGVD 29 (07/19/86)  254.3    (m)          834.     (f) VERT ANG       
 OJ0836
 OJ0836.Superseded values are not recommended for survey control.
 OJ0836
 OJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0836.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0836
 OJ0836_MARKER: DZ = AZIMUTH MARK DISK
 OJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0836_STAMPING: CAPAC 1943
 OJ0836_MARK LOGO: CGS
 OJ0836_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0836+STABILITY: SURFACE MOTION
 OJ0836
 OJ0836  HISTORY     - Date     Condition        Report By
 OJ0836  HISTORY     - 1943     MONUMENTED       NGS
 OJ0836
 OJ0836                          STATION DESCRIPTION
 OJ0836
 OJ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 (FN)
 OJ0836'STATION IS LOCATED 7 MILES EAST OF IMLAY CITY, 1-1/2 MILES
 OJ0836'NORTH OF CAPAC, AND IN SECTION 16, T7N, R13E.
 OJ0836'
 OJ0836'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO EAST ON
 OJ0836'MILL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT,
 OJ0836'NORTH, ON NORTH MAIN STREET, THEN CAPAC ROAD FOR 0.5 MILE TO
 OJ0836'ITS JUNCTION WITH STATE HIGHWAY 21.  CONTINUE NORTH ON CAPAC
 OJ0836'ROAD FOR 0.3 MILE TO A CROSSROAD.
 OJ0836'TURN LEFT, WEST, ON IMLAY CITY ROAD FOR 0.25 MILE TO THE
 OJ0836'MARK ON THE RIGHT.
 OJ0836'
 OJ0836'AZIMUTH MARK, STAMPED---CAPAC 1943---, A STANDARD DISK SET IN
 OJ0836'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 OJ0836'INCHES ABOVE GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF
 OJ0836'IMLAY CITY ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 OJ0836'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, AND 28.5 FEET
 OJ0836'EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO 15189
 OJ0836'IMLAY CITY ROAD.
 OJ0836'
 OJ0836'AN EDM TRAVERSE TIE WAS MADE TO STATION CAPAC.
 OJ0836'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0836'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0836'DESCRIBED BY G.R.HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH3627 ***********************************************************************
 DH3627  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3627  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3627  DESIGNATION -  CAPAC CORS ARP
 DH3627  CORS_ID     -  CPAC
 DH3627  PID         -  DH3627
 DH3627  STATE/COUNTY-  MI/ST CLAIR
 DH3627  COUNTRY     -  US
 DH3627  USGS QUAD   -  CAPAC (2017)
 DH3627
 DH3627                         *CURRENT SURVEY CONTROL
 DH3627  ______________________________________________________________________
 DH3627* NAD 83(2011) POSITION- 43 00 37.83592(N) 082 56 03.45027(W)   ADJUSTED
 DH3627* NAD 83(2011) ELLIP HT-   218.981 (meters)        (04/??/25)   ADJUSTED
 DH3627* NAD 83(2011) EPOCH   -  2010.00
 DH3627* NAVD 88 ORTHO HEIGHT -   253.82  (meters)      832.7   (feet) GPS OBS
 DH3627  ______________________________________________________________________
 DH3627  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3627  GEOID HEIGHT    -        -34.752 (meters)                     GEOID03
 DH3627  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 DH3627  NAD 83(2011) X  -    574,607.222 (meters)                     COMP
 DH3627  NAD 83(2011) Y  - -4,635,841.852 (meters)                     COMP
 DH3627  NAD 83(2011) Z  -  4,328,504.976 (meters)                     COMP
 DH3627
 DH3627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3627  Standards:
 DH3627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3627  -------------------------------------------------------------------
 DH3627  NETWORK    0.21   0.28           0.09   0.08   0.14     -0.25365300
 DH3627  -------------------------------------------------------------------
 DH3627
 DH3627.The coordinates were established by GPS observations
 DH3627.and adjusted by the National Geodetic Survey in April 2025.
 DH3627
 DH3627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3627.been affixed to the stable North American Tectonic Plate. 
 DH3627
 DH3627.The coordinates are valid at the epoch date displayed above
 DH3627.which is a decimal equivalence of Year/Month/Day.
 DH3627
 DH3627.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3627.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3627.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3627.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3627.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3627.published epoch of 2010.00.
 DH3627
 DH3627.Additional information on MYCS is available at:
 DH3627.https://geodesy.noaa.gov/CORS/index.shtml
 DH3627
 DH3627.The orthometric height was determined by GPS observations and a
 DH3627.high-resolution geoid model using precise GPS observation and
 DH3627.processing techniques.
 DH3627
 DH3627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3627.GEOID18 height accuracy estimate available here.
 DH3627
 DH3627.The PID for the CORS L1 Phase Center is DR6164.
 DH3627
 DH3627.Click photographs - Photos may exist for this station.
 DH3627
 DH3627.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3627
 DH3627.The ellipsoidal height was determined by GPS observations
 DH3627.and is referenced to NAD 83.
 DH3627
 DH3627. The following values were computed from the NAD 83(2011) position.
 DH3627
 DH3627;                    North         East     Units Scale Factor Converg.
 DH3627;SPC MI S     -   168,777.288 4,116,761.101   MT  0.99990927   +0 58 29.2
 DH3627;SPC MI S     -   553,731.26 13,506,434.06   iFT  0.99990927   +0 58 29.2
 DH3627;UTM  17      - 4,763,797.344   342,363.813   MT  0.99990570   -1 19 11.0
 DH3627
 DH3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3627!SPC MI S     -   0.99996566  x   0.99990927  =   0.99987493
 DH3627!UTM  17      -   0.99996566  x   0.99990570  =   0.99987136
 DH3627
 DH3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4236363797(NAD 83)
 DH3627
 DH3627                          SUPERSEDED SURVEY CONTROL
 DH3627
 DH3627  NAD 83(2011)-  43 00 37.83603(N)    082 56 03.45006(W) AD(2010.00) c
 DH3627  ELLIP H (06/??/22)  218.984  (m)                       GP(2010.00) c c
 DH3627  NAD 83(2011)-  43 00 37.83602(N)    082 56 03.45031(W) AD(2010.00) c
 DH3627  ELLIP H (06/??/19)  218.984  (m)                       GP(2010.00) c c
 DH3627  NAD 83(2011)-  43 00 37.83616(N)    082 56 03.44997(W) AD(2010.00) c
 DH3627  NAD 83(2011)-  43 00 37.83603(N)    082 56 03.45018(W) AD(2010.00) c
 DH3627  ELLIP H (08/??/11)  218.981  (m)                       GP(2010.00) c c
 DH3627  NAD 83(CORS)-  43 00 37.83606(N)    082 56 03.45054(W) AD(2002.00) c
 DH3627  ELLIP H (06/??/05)  218.989  (m)                       GP(2002.00) c c
 DH3627
 DH3627.Superseded values are not recommended for survey control.
 DH3627
 DH3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3627.See file dsdata.pdf to determine how the superseded data were derived.
 DH3627
 DH3627_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3627
 DH3627                          STATION DESCRIPTION
 DH3627
 DH3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3627'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3627'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3627'AND LOG FILES ACCESSIBLE AT:
 DH3627'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0833 ***********************************************************************
 OJ0833  DESIGNATION -  CAPAC MUNICIPAL TANK
 OJ0833  PID         -  OJ0833
 OJ0833  STATE/COUNTY-  MI/ST CLAIR
 OJ0833  COUNTRY     -  US
 OJ0833  USGS QUAD   -  CAPAC (2017)
 OJ0833
 OJ0833                         *CURRENT SURVEY CONTROL
 OJ0833  ______________________________________________________________________
 OJ0833* NAD 83(1994) POSITION- 43 00 39.42725(N) 082 56 06.30719(W)   ADJUSTED
 OJ0833  ______________________________________________________________________
 OJ0833  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 OJ0833  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 OJ0833  HORZ ORDER      -  THIRD
 OJ0833
 OJ0833.The horizontal coordinates were established by classical geodetic methods
 OJ0833.and adjusted by the National Geodetic Survey in February 1997.
 OJ0833
 OJ0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0833.GEOID18 height accuracy estimate available here.
 OJ0833
 OJ0833.Click photographs - Photos may exist for this station.
 OJ0833
 OJ0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0833
 OJ0833. The following values were computed from the NAD 83(1994) position.
 OJ0833
 OJ0833;                    North         East     Units Scale Factor Converg.
 OJ0833;SPC MI S     -   168,825.283 4,116,695.582   MT  0.99990929   +0 58 27.2
 OJ0833;SPC MI S     -   553,888.72 13,506,219.10   iFT  0.99990929   +0 58 27.2
 OJ0833;UTM  17      - 4,763,847.924   342,300.269   MT  0.99990595   -1 19 13.0
 OJ0833
 OJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4230063847(NAD 83)
 OJ0833
 OJ0833                          SUPERSEDED SURVEY CONTROL
 OJ0833
 OJ0833  NAD 83(1986)-  43 00 39.42004(N)    082 56 06.33822(W) AD(       ) 3
 OJ0833  NAD 27      -  43 00 39.32130(N)    082 56 06.58215(W) AD(       ) 3
 OJ0833
 OJ0833.Superseded values are not recommended for survey control.
 OJ0833
 OJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0833.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0833
 OJ0833_MARKER: 53 = ELEVATED TANK
 OJ0833
 OJ0833  HISTORY     - Date     Condition        Report By
 OJ0833  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ0833  HISTORY     - 1977     GOOD             NGS
 OJ0833
 OJ0833                          STATION DESCRIPTION
 OJ0833
 OJ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0833'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH FLAT CONICAL ROOF ON
 OJ0833'TOP OF THE 125-FOOT FOUR-LEGGED STEEL
 OJ0833'STRUCTURE LOCATED ABOUT 100 YARDS W OF THE JUNCTION OF MATTESON
 OJ0833'STREET S AND MEIER STREET W IN THE VILLAGE
 OJ0833'OF CAPAC.  THE LEGEND CAPAC IN LARGE WHITE LETTERS IS PAINTED ON THE
 OJ0833'E AND W SIDES OF THE TANK.
 OJ0833'
 OJ0833'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 OJ0833
 OJ0833                          STATION RECOVERY (1977)
 OJ0833
 OJ0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0833'THE CAPAC MUNICIPAL TANK, FORMERLY LISTED AS THE CAPAC
 OJ0833'MUNICIPAL WATER TANK IS LOCATED 1/2 MILE SOUTH OF STATE
 OJ0833'HIGHWAY 21, NEAR THE CENTER OF TOWN, 0.05 MILE WEST OF THE
 OJ0833'INTERSECTION OF WEST MIER AND SOUTH MATTESON STREETS.
 OJ0833'IT IS LISTED IN QUADRANGLE 420823, PAGE 1015.
 OJ0833'
 OJ0833'THE STATION IS THE BALL AT THE APEX OF THE 4 LEGGED, CONICAL
 OJ0833'ROOF TANK, PAINTED SILVER, 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1445 ***********************************************************************
 NF1445  DESIGNATION -  CAPITAL CITY APT ARP
 NF1445  PID         -  NF1445
 NF1445  STATE/COUNTY-  MI/CLINTON
 NF1445  COUNTRY     -  US
 NF1445  USGS QUAD   -  LANSING NORTH (2017)
 NF1445
 NF1445                         *CURRENT SURVEY CONTROL
 NF1445  ______________________________________________________________________
 NF1445* NAD 83(1994) POSITION- 42 46 36.81379(N) 084 35 28.17716(W)   ADJUSTED
 NF1445* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) VERTCON3
 NF1445  ______________________________________________________________________
 NF1445  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 NF1445  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 NF1445  HORZ ORDER      -  SECOND
 NF1445
 NF1445.This mark is at Capital City Airport (LAN)
 NF1445
 NF1445.The horizontal coordinates were established by classical geodetic methods
 NF1445.and adjusted by the National Geodetic Survey in February 1997.
 NF1445
 NF1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1445
 NF1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1445.GEOID18 height accuracy estimate available here.
 NF1445
 NF1445.Click photographs - Photos may exist for this station.
 NF1445
 NF1445.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1445
 NF1445. The following values were computed from the NAD 83(1994) position.
 NF1445
 NF1445;                    North         East     Units Scale Factor Converg.
 NF1445;SPC MI S     -   141,858.228 3,981,630.178   MT  0.99990865   -0 09 10.0
 NF1445;SPC MI S     -   465,414.13 13,063,091.14   iFT  0.99990865   -0 09 10.0
 NF1445;UTM  16      - 4,738,853.681   697,054.037   MT  1.00007774   +1 38 11.3
 NF1445
 NF1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1445!SPC MI S     -   0.99996451  x   0.99990865  =   0.99987317
 NF1445!UTM  16      -   0.99996451  x   1.00007774  =   1.00004225
 NF1445
 NF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9705438853(NAD 83)
 NF1445
 NF1445                          SUPERSEDED SURVEY CONTROL
 NF1445
 NF1445  NAD 83(1986)-  42 46 36.81171(N)    084 35 28.19452(W) AD(       ) 2
 NF1445  NAD 27      -  42 46 36.68572(N)    084 35 28.26298(W) AD(       ) 2
 NF1445  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 NF1445
 NF1445.Superseded values are not recommended for survey control.
 NF1445
 NF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1445.See file dsdata.pdf to determine how the superseded data were derived.
 NF1445
 NF1445_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1445_STAMPING: ARP 1955
 NF1445_MARK LOGO: CGS
 NF1445_PROJECTION: RECESSED 91 CENTIMETERS
 NF1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1445+STABILITY: SURFACE MOTION
 NF1445
 NF1445  HISTORY     - Date     Condition        Report By
 NF1445  HISTORY     - 1955     MONUMENTED       CGS
 NF1445  HISTORY     - 1976     GOOD             NGS
 NF1445  HISTORY     - 1980     GOOD             NGS
 NF1445
 NF1445                          STATION DESCRIPTION
 NF1445
 NF1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1445'THE STATION IS LOCATED 4 MILES NORTH OF DOWNTOWN LANSING, IN THE
 NF1445'APPROXIMATE CENTER OF THE CAPITAL CITY AIRPORT.  THE WHOLE AREA HAS
 NF1445'BEEN COVERED WITH 3 FEET OF FILL SINCE THE MARK WAS ESTABLISHED, SO
 NF1445'IT IS NO LONGER FLUSH WITH THE GROUND.  NO TO REACH IS NECESSARY.
 NF1445'
 NF1445'THE STATION MARK, A STANDARD COAST AND GEODETIC SURVEY TOPOGRAPHIC
 NF1445'DISK, IS STAMPED ARP 1955.  IT IS AT THE BOTTOM OF A 3 FOOT DEEP
 NF1445'SHAFT THAT HAS A STANDARD SIZE MANHOLE COVER, AND IS IN THE EAST-WEST
 NF1445'TAXI-STRIP.  IT IS ABOUT 1050 FEET NORTHWEST OF THE NORTHWEST
 NF1445'CORNER OF THE TERMINAL BUILDING, 519 FEET NORTH OF TRAVERSE STATION
 NF1445'APRON, 390 FEET SOUTH OF THE SOUTH EDGE OF THE MAIN EAST-WEST
 NF1445'RUNWAY, 120 FEET EAST OF THE INTERSECTION OF THE TAXI-STRIP AND
 NF1445'THE EAST 1 OF 2 NORTHEAST-SOUTHWEST RUNWAYS, AND ABOUT 20 FEET
 NF1445'NORTH OF THE SOUTH EDGE OF THE TAXI-STRIP.
 NF1445'
 NF1445'A SECURITY PASS MUST BE OBTAINED FROM THE AIRPORT PUBLIC SAFETY
 NF1445'OFFICE (TELEPHONE 371-2020) TO REACH THE STATION.  THE SAFETY OFFICE
 NF1445'WILL DIRECT PERSONNEL TO THE STATION.  (CALL AHEAD SO SOMEONE WILL
 NF1445'BE AVAILABLE.
 NF1445
 NF1445                          STATION RECOVERY (1980)
 NF1445
 NF1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1445'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1445'
 NF1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1445'AIRPORT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1423 ***********************************************************************
 NE1423  DESIGNATION -  CARLETON MUNICIPAL TANK
 NE1423  PID         -  NE1423
 NE1423  STATE/COUNTY-  MI/MONROE
 NE1423  COUNTRY     -  US
 NE1423  USGS QUAD   -  CARLETON (2017)
 NE1423
 NE1423                         *CURRENT SURVEY CONTROL
 NE1423  ______________________________________________________________________
 NE1423* NAD 83(1994) POSITION- 42 03 24.99159(N) 083 23 33.22664(W)   ADJUSTED
 NE1423  ______________________________________________________________________
 NE1423  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 NE1423  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 NE1423  HORZ ORDER      -  THIRD
 NE1423
 NE1423.The horizontal coordinates were established by classical geodetic methods
 NE1423.and adjusted by the National Geodetic Survey in February 1997.
 NE1423
 NE1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1423.GEOID18 height accuracy estimate available here.
 NE1423
 NE1423.Click photographs - Photos may exist for this station.
 NE1423
 NE1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1423
 NE1423. The following values were computed from the NAD 83(1994) position.
 NE1423
 NE1423;                    North         East     Units Scale Factor Converg.
 NE1423;SPC MI S     -    62,331.358 4,080,632.289   MT  1.00001047   +0 39 46.5
 NE1423;SPC MI S     -   204,499.21 13,387,901.21   iFT  1.00001047   +0 39 46.5
 NE1423;UTM  17      - 4,658,868.257   302,024.374   MT  1.00008230   -1 36 11.6
 NE1423
 NE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0202458868(NAD 83)
 NE1423
 NE1423                          SUPERSEDED SURVEY CONTROL
 NE1423
 NE1423  NAD 83(1986)-  42 03 25.00087(N)    083 23 33.25253(W) AD(       ) 3
 NE1423  NAD 27      -  42 03 24.83800(N)    083 23 33.49500(W) AD(       ) 3
 NE1423
 NE1423.Superseded values are not recommended for survey control.
 NE1423
 NE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1423.See file dsdata.pdf to determine how the superseded data were derived.
 NE1423
 NE1423_MARKER: 53 = ELEVATED TANK
 NE1423
 NE1423  HISTORY     - Date     Condition        Report By
 NE1423  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1423
 NE1423                          STATION DESCRIPTION
 NE1423
 NE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1423'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE
 NE1423'MUNICIPAL WATER
 NE1423'TANK OF CARLETON.  IT IS LOCATED IN THE S EDGE
 NE1423'OF CARLETON, ABOUT 100 FT. W OF
 NE1423'MATHEWS STREET EXTENDED.  THE TANK
 NE1423'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 NE1423'ABOUT 150 FT. HIGH.
 NE1423'THE TANK AND THE SUPPORTING STRUCTURE ARE ALUMINUM COLORED.
 NE1423'
 NE1423'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLETON, GO
 NE1423'W ON MONROE STREET
 NE1423'FOR 0.1 MI. TO MATHEWS STREET.  TURN LEFT AND
 NE1423'GO S ON MATHEWS STREET FOR 0.15 MI.
 NE1423'TO THE TANK ON THE RIGHT.
 NE1423'
 NE1423'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8078 ***********************************************************************
 AA8078  CBN         -  This is a Cooperative Base Network Control Station.
 AA8078  DESIGNATION -  CARLSON
 AA8078  PID         -  AA8078
 AA8078  STATE/COUNTY-  MI/CRAWFORD
 AA8078  COUNTRY     -  US
 AA8078  USGS QUAD   -  GRAYLING (2017)
 AA8078
 AA8078                         *CURRENT SURVEY CONTROL
 AA8078  ______________________________________________________________________
 AA8078* NAD 83(2011) POSITION- 44 39 21.83390(N) 084 42 14.91421(W)   ADJUSTED
 AA8078* NAD 83(2011) ELLIP HT-   311.027 (meters)        (06/27/12)   ADJUSTED
 AA8078* NAD 83(2011) EPOCH   -  2010.00
 AA8078* NAVD 88 ORTHO HEIGHT -   345.5   (meters)     1134.    (feet) GPS OBS
 AA8078  ______________________________________________________________________
 AA8078  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA8078  GEOID HEIGHT    -        -34.456 (meters)                     GEOID99
 AA8078  GEOID HEIGHT    -        -34.497 (meters)                     GEOID18
 AA8078  NAD 83(2011) X  -    419,474.677 (meters)                     COMP
 AA8078  NAD 83(2011) Y  - -4,525,357.277 (meters)                     COMP
 AA8078  NAD 83(2011) Z  -  4,460,459.764 (meters)                     COMP
 AA8078  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 AA8078
 AA8078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8078  Standards:
 AA8078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8078  -------------------------------------------------------------------
 AA8078  NETWORK    0.55   1.51           0.26   0.17   0.77     -0.03437780
 AA8078  -------------------------------------------------------------------
 AA8078  Click here for local accuracies and other accuracy information.
 AA8078
 AA8078.The horizontal coordinates were established by GPS observations
 AA8078.and adjusted by the National Geodetic Survey in June 2012.
 AA8078
 AA8078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8078.been affixed to the stable North American tectonic plate. See 
 AA8078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8078
 AA8078.The horizontal coordinates are valid at the epoch date displayed above
 AA8078.which is a decimal equivalence of Year/Month/Day.
 AA8078
 AA8078.The orthometric height was determined by GPS observations and a
 AA8078.high-resolution geoid model.
 AA8078
 AA8078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8078.GEOID18 height accuracy estimate available here.
 AA8078
 AA8078.Click photographs - Photos may exist for this station.
 AA8078
 AA8078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8078
 AA8078.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8078
 AA8078.The ellipsoidal height was determined by GPS observations
 AA8078.and is referenced to NAD 83.
 AA8078
 AA8078. The following values were computed from the NAD 83(2011) position.
 AA8078
 AA8078;                    North         East     Units Scale Factor Converg.
 AA8078;SPC MI C     -   148,889.784 5,973,234.443   MT  0.99992521   -0 14 18.2
 AA8078;SPC MI C     -   488,483.54 19,597,225.86   iFT  0.99992521   -0 14 18.2
 AA8078;UTM  16      - 4,947,308.696   682,028.582   MT  1.00000748   +1 36 50.7
 AA8078
 AA8078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8078!SPC MI C     -   0.99995124  x   0.99992521  =   0.99987645
 AA8078!UTM  16      -   0.99995124  x   1.00000748  =   0.99995872
 AA8078
 AA8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8202847308(NAD 83)
 AA8078
 AA8078                          SUPERSEDED SURVEY CONTROL
 AA8078
 AA8078  NAD 83(2007)-  44 39 21.83413(N)    084 42 14.91516(W) AD(2002.00) 0
 AA8078  ELLIP H (02/10/07)  311.045  (m)                       GP(2002.00)    
 AA8078  ELLIP H (06/11/02)  311.028  (m)                       GP(       ) 4 1
 AA8078  NAD 83(1994)-  44 39 21.83460(N)    084 42 14.91551(W) AD(       ) B
 AA8078  ELLIP H (09/20/95)  311.043  (m)                       GP(       ) 1 2
 AA8078  NAVD 88 (09/20/95)  345.5    (m)  GEOID93  model used  GPS OBS        
 AA8078
 AA8078.Superseded values are not recommended for survey control.
 AA8078
 AA8078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8078.See file dsdata.pdf to determine how the superseded data were derived.
 AA8078
 AA8078_MARKER: DD = SURVEY DISK
 AA8078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8078_STAMPING: CARLSON 1994
 AA8078_MARK LOGO: MIDT
 AA8078_PROJECTION: FLUSH
 AA8078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8078+STABILITY: SURFACE MOTION
 AA8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8078+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2025
 AA8078
 AA8078  HISTORY     - Date     Condition        Report By
 AA8078  HISTORY     - 1993     MONUMENTED       NGS
 AA8078  HISTORY     - 20010426 GOOD             MIDT
 AA8078  HISTORY     - 20031001 GOOD             JCLS
 AA8078  HISTORY     - 20250527 GOOD             MIDT
 AA8078
 AA8078                          STATION DESCRIPTION
 AA8078
 AA8078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLR)
 AA8078'STATION IS LOCATED IN THE GRAYLING CITY LIMITS, IN THE NORTHWEST 1/4
 AA8078'OF SECTION 17, T 26 N, R 3 W AND ON PROPERTY OWNED BY CRAWFORD COUNTY.
 AA8078'TO REACH FROM THE POST OFFICE IN GRAYLING, GO SOUTHWEST ON MICHIGAN
 AA8078'AVENUE FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF INTERSTATE HIGHWAY 75
 AA8078'BUSINESS LOOP.  TURN LEFT ON INTERSTATE HIGHWAY 75 BUSINESS LOOP AND
 AA8078'AND GO SOUTHEASTERLY FOR 0.5 MI (0.8 KM) TO ITS JUNCTION WITH STATE
 AA8078'HIGHWAY 72 EAST.  TURN LEFT AND GO EASTERLY FOR 0.2 MI (0.3 KM) TO THE
 AA8078'STATION ON RIGHT, INSIDE A FENCE COMPLEX OF THE MICHIGAN DEPARTMENT OF
 AA8078'TRANSPORTATION CONSTRUCTION OFFICE.  IT IS ON THE WEST SIDE OF A DITCH
 AA8078'TO THE WEST OF THE OFFICE BUILDING. STATION IS 160 FT (48.8 M) SOUTH
 AA8078'OF THE CENTER OF HIGHWAY 72, 100.8 FT (30.7 M) SOUTH OF THE CHAIN LINK
 AA8078'FENCE, 25 FT (7.6 M) EAST OF THE CHAIN LINK FENCE, AND 12 FT (3.7 M)
 AA8078'WEST OF THE DITCH BOTTOM.
 AA8078
 AA8078                          STATION RECOVERY (2001)
 AA8078
 AA8078'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JAM)
 AA8078'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 AA8078'TRANSPORTATION, NORTH REGION (JAM)  IN GOOD CONDITION.  STATION IS
 AA8078'GOOD FOR USE WITH G.P.S.
 AA8078'
 AA8078'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR  -  MICHIGAN.
 AA8078
 AA8078                          STATION RECOVERY (2003)
 AA8078
 AA8078'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8078'RECOVERED IN GOOD CONDITION.
 AA8078
 AA8078                          STATION RECOVERY (2025)
 AA8078
 AA8078'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AA8078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1425 ***********************************************************************
 NE1425  DESIGNATION -  CARLTON RM 3
 NE1425  PID         -  NE1425
 NE1425  STATE/COUNTY-  MI/MONROE
 NE1425  COUNTRY     -  US
 NE1425  USGS QUAD   -  CARLETON (2017)
 NE1425
 NE1425                         *CURRENT SURVEY CONTROL
 NE1425  ______________________________________________________________________
 NE1425* NAD 83(1994) POSITION- 42 03 52.12920(N) 083 22 49.97827(W)   ADJUSTED
 NE1425* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 NE1425  ______________________________________________________________________
 NE1425  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 NE1425  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 NE1425  HORZ ORDER      -  FIRST
 NE1425
 NE1425.The horizontal coordinates were established by classical geodetic methods
 NE1425.and adjusted by the National Geodetic Survey in February 1997.
 NE1425
 NE1425.The orthometric height was scaled from a topographic map.
 NE1425
 NE1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1425.GEOID18 height accuracy estimate available here.
 NE1425
 NE1425.Click photographs - Photos may exist for this station.
 NE1425
 NE1425.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1425
 NE1425. The following values were computed from the NAD 83(1994) position.
 NE1425
 NE1425;                    North         East     Units Scale Factor Converg.
 NE1425;SPC MI S     -    63,180.189 4,081,616.859   MT  1.00000860   +0 40 15.9
 NE1425;SPC MI S     -   207,284.08 13,391,131.43   iFT  1.00000860   +0 40 15.9
 NE1425;UTM  17      - 4,659,677.547   303,041.813   MT  1.00007735   -1 35 43.4
 NE1425
 NE1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1425!SPC MI S     -   0.99997630  x   1.00000860  =   0.99998490
 NE1425!UTM  17      -   0.99997630  x   1.00007735  =   1.00005365
 NE1425
 NE1425:                Primary Azimuth Mark                     Grid Az
 NE1425:SPC MI S     -  HURON                                    037 25 16.3
 NE1425:UTM  17      -  HURON                                    039 41 15.6
 NE1425
 NE1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0304159677(NAD 83)
 NE1425
 NE1425|---------------------------------------------------------------------|
 NE1425| PID    Reference Object                     Distance      Geod. Az  |
 NE1425|                                                           dddmmss.s |
 NE1425| NE1418 HURON                               APPROX. 7.8 KM 0380532.2 |
 NE1425| CH0863 CARLTON RM 1                         29.272 METERS 05625     |
 NE1425| NE1422 FLAT ROCK MUNICIPAL TANK            APPROX. 8.1 KM 0602546.7 |
 NE1425| NE1420 FLAT ROCK DT AND I RR CO TANK       APPROX.11.0 KM 0612354.2 |
 NE1425| CH0862 CARLTON AZ MK                                      0862600.1 |
 NE1425| CH0864 CARLTON RM 2                         29.120 METERS 18728     |
 NE1425| NE1423 CARLETON MUNICIPAL TANK             APPROX. 1.3 KM 2295419.1 |
 NE1425| NE1424 CARLTON                               5.663 METERS 33746     |
 NE1425|---------------------------------------------------------------------|
 NE1425
 NE1425                          SUPERSEDED SURVEY CONTROL
 NE1425
 NE1425  NAD 83(1986)-  42 03 52.13865(N)    083 22 50.00429(W) AD(       ) 1
 NE1425  NAD 27      -  42 03 51.97700(N)    083 22 50.24800(W) AD(       ) 1
 NE1425
 NE1425.Superseded values are not recommended for survey control.
 NE1425
 NE1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1425.See file dsdata.pdf to determine how the superseded data were derived.
 NE1425
 NE1425_MARKER: DR = REFERENCE MARK DISK
 NE1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1425_STAMPING: CARLTON NO 3 1943
 NE1425_MARK LOGO: CGS
 NE1425_PROJECTION: FLUSH
 NE1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1425+STABILITY: SURFACE MOTION
 NE1425
 NE1425  HISTORY     - Date     Condition        Report By
 NE1425  HISTORY     - 1957     MONUMENTED       CGS
 NE1425  HISTORY     - 1973     GOOD             NGS
 NE1425  HISTORY     - 1981     GOOD             MIDH
 NE1425
 NE1425                          STATION DESCRIPTION
 NE1425
 NE1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1425'THE STATION IS LOCATED IN THE NE SECTION OF CARLETON, ON THE PROPERTY
 NE1425'OF MR. D. JEWELL, WHO LIVES IN THE FRAMEHOUSE TO THE SW OF THE
 NE1425'STATION.  IT IS 21 FT. S OF A WHITE WITNESS POST, 32 FT. S OF THE
 NE1425'CENTERLINE OF A DRIVEWAY, 45 FT. W OF THE CENTERLINE OF GRAFTON ROAD,
 NE1425'23.4 FT. W OF A FIRE HYDRANT, 92 FT. NE OF THE NE CORNER OF A
 NE1425'FRAMEHOUSE, AND 317 FT. N OF THE INTERSECTION OF A RAILROAD CROSSING
 NE1425'AND GRAFTON ROAD.  THE MONUMENT IS FLUSH, AND THE DISK IS STAMED
 NE1425'CARLTON NO 3 1943 (NOTE 11A).
 NE1425'
 NE1425'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLETON, GO E ON
 NE1425'MONROE STREET FOR 0.5 MI. TO THE JUNCTION OF GRAFTON ROAD.  TURN LEFT
 NE1425'AND GO N ON GRAFTON ROAD FOR 0.25 MI. TO THE JUNCTION OF
 NE1425'CARLETON-ROCKWOOD ROAD RIGHT (*).  CONTINUE N ON GRAFTON ROAD FOR 0.05
 NE1425'MI. TO A RAILROAD CROSSING, CONTINUE N ON GRAFTON ROAD FOR 0.05 MI. TO
 NE1425'A DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 NE1425'
 NE1425'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO E ON
 NE1425'CARLETON-ROCKWOOD ROAD FOR 0.35 MI. TO THE MARK ON THE LEFT.
 NE1425'
 NE1425'REFERENCE MARK 1 IS 36 FT. E OF THE CENTERLINE OF GRAFTON ROAD, 30 FT.
 NE1425'N OF THE CENTERLINE OF A DRIVEWAY, AND 4 FT. SE OF A POWERLINE GUY
 NE1425'POLE.  THE MONUMENT PROJECTS 4 IN., AND THE DISK IS STAMPED CARLTON NO
 NE1425'1 1943 (NOTE 11A).  THE ARROW POINTS TO CARLTON 1943.
 NE1425'
 NE1425'REFERENCE MARK 2 IS 62 FT. W OF THE CENTERLINE OF GRAFTON ROAD, 31 FT.
 NE1425'N OF THE CENTERLINE OF A DRIVEWAY, AND 47 FT. E OF THE SE CORNER OF A
 NE1425'FRAMEHOUSE.  THE MONUMENT PROJECTS 4 IN., AND THE DISK IS STAMPED
 NE1425'CARLTON NO 2 1943 (NOTE 11A).  THE ARROW POINTS TO CARLTON 1943.
 NE1425'
 NE1425'THE AZIMUTH MARK IS 2 FT. NW OF A WHITE WITNESS POST, 28 FT. N OF THE
 NE1425'CENTERLINE OF CARLETON-ROCKWOOD ROAD, 9 FT. W OF A 32-IN. ELM TREE,
 NE1425'AND 40 FT. W OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS 2
 NE1425'IN., AND THE DISK IS STAMPED CARLTON 1943 (NOTE 16A).  THIS MARK IS
 NE1425'NOT VISIBLE AT THE GROUND FROM THE STATION AS THERE IS A HOUSE AND A
 NE1425'NUMBER OF SMALL TREES ON LINE.
 NE1425'
 NE1425'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NE1425
 NE1425                          STATION RECOVERY (1973)
 NE1425
 NE1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1425'THE STATION MARK (REFERENCE MARK 3) WAS FOUND IN WHAT APPEARS TO BE
 NE1425'GOOD CONDITION.  SINCE THERE WAS NO UNDERGROUND MARK SET THE POSITION
 NE1425'COULD NOT BE VERIFIED.  THE AZIMUTH MARK WAS ALSO FOUND IN GOOD
 NE1425'CONDITION BUT OBSTRUCTED TO THE STATION.  REFERENCE MARK 1 COUND NOT
 NE1425'BE SEARCHED FOR BECAUSE OF REFUSEABLE PROPERTY OWNER.  REFERENCE MARK
 NE1425'2 IS EITHER DESTROYED OR COVERED BY A 2 FOOT HIGH BRICK FLOWER POT.
 NE1425'CARLTON 1943 SURFACE STATION MARK WAS FOUND UPROOTED AND A LONG SEARCH
 NE1425'FAILED TO FIND THE UNDERGROUND STATION MARK.
 NE1425'
 NE1425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  AT CARLTON.
 NE1425
 NE1425                          STATION RECOVERY (1981)
 NE1425
 NE1425'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NE1425'THIS RECOVERY FOUND RM 1 1943, AND RM 2 1943 IN GOOD CONDITION. THE
 NE1425'STATION CARLTON RM 3 WAS NOT SEEN BY THIS PARTY AS LAND OWNER PLANTED
 NE1425'A 4 INCH WHITE BIRCH TREE, SQUARE OVER THE MARK.  AN UNMORTARED
 NE1425'BRICK PLANTER HAS BEEN PLACED AROUND TREE AND 4 FEET OF FILL DIRT
 NE1425'USED TO STABILIZE TREE.  LAND OWNER STATES THAT MARK IS THERE.  THE
 NE1425'AZIMUTH MARK HAS BEEN DESTROYED.
 NE1425'
 NE1425'TO REACH AND DESCRIPTION ARE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0926 ***********************************************************************
 OJ0926  DESIGNATION -  CARO
 OJ0926  PID         -  OJ0926
 OJ0926  STATE/COUNTY-  MI/TUSCOLA
 OJ0926  COUNTRY     -  US
 OJ0926  USGS QUAD   -  ELLINGTON (2017)
 OJ0926
 OJ0926                         *CURRENT SURVEY CONTROL
 OJ0926  ______________________________________________________________________
 OJ0926* NAD 83(1994) POSITION- 43 32 36.49740(N) 083 20 58.09754(W)   ADJUSTED
 OJ0926* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 OJ0926  ______________________________________________________________________
 OJ0926  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 OJ0926  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 OJ0926  HORZ ORDER      -  FIRST
 OJ0926
 OJ0926.The horizontal coordinates were established by classical geodetic methods
 OJ0926.and adjusted by the National Geodetic Survey in February 1997.
 OJ0926
 OJ0926.The orthometric height was scaled from a topographic map.
 OJ0926
 OJ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0926.GEOID18 height accuracy estimate available here.
 OJ0926
 OJ0926.Click photographs - Photos may exist for this station.
 OJ0926
 OJ0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0926
 OJ0926. The following values were computed from the NAD 83(1994) position.
 OJ0926
 OJ0926;                    North         East     Units Scale Factor Converg.
 OJ0926;SPC MI S     -   227,487.740 4,082,204.090   MT  0.99997291   +0 41 32.0
 OJ0926;SPC MI S     -   746,350.85 13,393,058.04   iFT  0.99997291   +0 41 32.0
 OJ0926;UTM  17      - 4,823,850.999   310,192.093   MT  1.00004317   -1 37 08.6
 OJ0926
 OJ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0926!SPC MI S     -   0.99996698  x   0.99997291  =   0.99993989
 OJ0926!UTM  17      -   0.99996698  x   1.00004317  =   1.00001015
 OJ0926
 OJ0926:                Primary Azimuth Mark                     Grid Az
 OJ0926:SPC MI S     -  CARO AZ MK                               003 31 17.1
 OJ0926:UTM  17      -  CARO AZ MK                               005 49 57.7
 OJ0926
 OJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1019223850(NAD 83)
 OJ0926
 OJ0926|---------------------------------------------------------------------|
 OJ0926| PID    Reference Object                     Distance      Geod. Az  |
 OJ0926|                                                           dddmmss.s |
 OJ0926| CH0865 CARO AZ MK                                         0041249.1 |
 OJ0926| CH0866 CARO RM 1                            33.403 METERS 00522     |
 OJ0926| OJ1015 CARO W N CLARK CO STACK             APPROX. 7.0 KM 2061713.1 |
 OJ0926| OJ1010 CARO MICHIGAN SUGAR CO N STACK      APPROX. 8.0 KM 2082141.6 |
 OJ0926| OJ1011 CARO MICHIGAN SUGAR CO S STACK      APPROX. 8.0 KM 2082703.5 |
 OJ0926| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX.12.5 KM 2171617.5 |
 OJ0926| CH0867 CARO RM 2                            29.557 METERS 25312     |
 OJ0926|---------------------------------------------------------------------|
 OJ0926
 OJ0926                          SUPERSEDED SURVEY CONTROL
 OJ0926
 OJ0926  NAD 83(1986)-  43 32 36.48610(N)    083 20 58.12809(W) AD(       ) 1
 OJ0926  NAD 27      -  43 32 36.41284(N)    083 20 58.30965(W) AD(       ) 1
 OJ0926
 OJ0926.Superseded values are not recommended for survey control.
 OJ0926
 OJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0926.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0926
 OJ0926_MARKER: DS = TRIANGULATION STATION DISK
 OJ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0926_STAMPING: CARO 1932
 OJ0926_MARK LOGO: CGS
 OJ0926_PROJECTION: RECESSED 36 CENTIMETERS
 OJ0926_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0926+STABILITY: SURFACE MOTION
 OJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0926+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 OJ0926
 OJ0926  HISTORY     - Date     Condition        Report By
 OJ0926  HISTORY     - 1932     MONUMENTED       CGS
 OJ0926  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ0926  HISTORY     - 1980     GOOD             MIDH
 OJ0926  HISTORY     - 19890622 GOOD             NGS
 OJ0926  HISTORY     - 19990529 GOOD             USPSQD
 OJ0926  HISTORY     - 20041025 GOOD             USPSQD
 OJ0926
 OJ0926                          STATION DESCRIPTION
 OJ0926
 OJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0926'ABOUT 4 MILES NORTHEAST OF CARO, IN SE 1/4 SEC. 13, T. 13 N., R. 9 E.,
 OJ0926'ON LAND OWNED BY MRS. RENA MCCREA, 43 FEET WEST OF CENTER LINE OF
 OJ0926'NORTH-AND-SOUTH GRAVEL ROAD, 14 FEET WEST OF WEST RIGHT-OF-WAY FENCE
 OJ0926'OF SAME ROAD, 11 FEET SOUTH OF EAST-AND-WEST FENCE LINE, 48 FEET NORTH
 OJ0926'OF NORTHERNMOST OF THREE OAK TREES, AND ABOUT 60 YARDS NORTHEAST OF
 OJ0926'MCCREAS HOUSE.
 OJ0926'
 OJ0926'TO REACH FROM CARO, GO NORTHEAST 3.7 MILES ON ROUTE M-81 TO FILLING
 OJ0926'STATION ON WEST AT POINT WHERE HIGHWAY BEARS TO NORTHEAST, AND
 OJ0926'CONTINUE STRAIGHT NORTH 0.75 MILE ON GRAVEL ROAD TO STATION SITE.
 OJ0926'
 OJ0926'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OJ0926'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 OJ0926'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ0926'
 OJ0926'NO. 1 PROJECTS 4 INCHES, IS 29 FEET WEST OF CENTER LINE OF
 OJ0926'ABOVE-MENTIONED ROAD, 1 FOOT WEST OF WEST RIGHT-OF-WAY FENCE OF ROAD,
 OJ0926'AND 109.59 FEET FROM STATION IN AZIMUTH 185 DEG. 22 MIN.
 OJ0926'
 OJ0926'NO. 2 PROJECTS 5 INCHES, IS 2 FEET EAST OF NORTHEAST CORNER OF SHED,
 OJ0926'16 FEET SOUTH OF FENCE CORNER, AND 96.97 FEET FROM STATION IN AZIMUTH
 OJ0926'73 DEG. 12 MIN.
 OJ0926'
 OJ0926'AZIMUTH MARK PROJECTS 6 INCHES, IS 0.1 MILE EAST OF M.P. CHURCH AT
 OJ0926'CROSSROADS, 10 FEET WEST OF MAPLE TREE, 28 FEET SOUTH OF CENTER LINE
 OJ0926'OF EAST-AND-WEST ROAD, 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE OF
 OJ0926'SAME ROAD, 80 FEET WEST OF CENTER OF CONCRETE CULVERT, AND
 OJ0926'APPROXIMATELY 0.7 MILE FROM STATION IN AZIMUTH 184 DEG, 12 MIN. 47
 OJ0926'SEC.  TIP OF BELFRY OF M.P. CURCH IS APPROXIMATELY 0.7 MILE FROM
 OJ0926'STATION IN AZIMUTH 179 DEG. 39 MIN. 42 SEC.
 OJ0926
 OJ0926                          STATION RECOVERY (1958)
 OJ0926
 OJ0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0926'THE SURFACE MARK WAS DESTROYED.
 OJ0926'
 OJ0926'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 OJ0926
 OJ0926                          STATION RECOVERY (1980)
 OJ0926
 OJ0926'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0926'THE STATION SURFACE MARK IS DESTROYED AS REPORTED IN RECOVERY OF 1958.
 OJ0926'
 OJ0926'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION
 OJ0926'
 OJ0926'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OJ0926'
 OJ0926'THE UNDERGROUND MARK IS NORTHEAST OF HOUSE NOW OWNED BY MRS. MCCREA S
 OJ0926'DAUGHTER AT 2625 COLWOOD ROAD, 1.6 FEET BELOW GROUND AT EAST EDGE OF
 OJ0926'CULTIVATED FIELD.  SET METAL SIGN POST 6.1 FEET EAST OF STATION.  IT
 OJ0926'IS 20 FEET WEST OF WEST EDGE OF DITCH.
 OJ0926
 OJ0926                          STATION RECOVERY (1989)
 OJ0926
 OJ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0926'STATION IS LOCATED IN QUAD. 430831, ABOUT 6.4 KM (3.98 MI) NORTHEAST
 OJ0926'FROM CARO, IN THE SOUTHEAST 1/4 SEC. 13, T-13-N, R-9-E, AND ON LAND
 OJ0926'OWNED BY MS. LUCILE MC CREA, DAUGHTER OF MRS. RENA MC CREA OWNER IN
 OJ0926'1932, WHO LIVES IN THE WHITE HOUSE AT THE STATION SITE.
 OJ0926'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ0926'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 OJ0926'TO REACH FROM THE TUSCOLA COUNTY COURTHOUSE IN CARO, GO NORTHEAST ON
 OJ0926'STATE ROUTE M-81 FOR 5.25 KM (3.26 MI) TO A CROSSROAD, (COLWOOD RD.)
 OJ0926'AND A TOTAL GAS STATION IN THE SOUTHEAST QUADRANT OF THIS
 OJ0926'INTERSECTION.  TURN LEFT ON COLWOOD ROAD AND GO NORTH FOR 1.2 KM
 OJ0926'(0.75 MI) TO A WHITE HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 OJ0926'STATION IS SET 14 INCHES BELOW THE GROUND SURFACE IN A CULTIVATED
 OJ0926'FIELD, 38.7 M (126.97 FT) NORTH FROM THE CENTER OF THE NORTH ONE OF
 OJ0926'TWO DRIVEWAYS LEADING TO THE HOUSE OF MS. MC CREA, 13.0 M (42.65 FT)
 OJ0926'WEST FROM THE CENTER OF COLWOOD ROAD, 3.45 M (11.32 FT) NORTHWEST OF A
 OJ0926'CARSONITE WITNESS POST AND 1.9 M (6.23 FT) WEST FROM A METAL WITNESS
 OJ0926'POST.
 OJ0926'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ0926
 OJ0926                          STATION RECOVERY (1999)
 OJ0926
 OJ0926'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0926'RECOVERED IN GOOD CONDITION.
 OJ0926
 OJ0926                          STATION RECOVERY (2004)
 OJ0926
 OJ0926'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0926'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1010 ***********************************************************************
 OJ1010  DESIGNATION -  CARO MICHIGAN SUGAR CO N STACK
 OJ1010  PID         -  OJ1010
 OJ1010  STATE/COUNTY-  MI/TUSCOLA
 OJ1010  COUNTRY     -  US
 OJ1010  USGS QUAD   -  CARO (2017)
 OJ1010
 OJ1010                         *CURRENT SURVEY CONTROL
 OJ1010  ______________________________________________________________________
 OJ1010* NAD 83(1994) POSITION- 43 28 49.28533(N) 083 23 46.51371(W)   ADJUSTED
 OJ1010  ______________________________________________________________________
 OJ1010  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 OJ1010  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 OJ1010  HORZ ORDER      -  THIRD
 OJ1010
 OJ1010.The horizontal coordinates were established by classical geodetic methods
 OJ1010.and adjusted by the National Geodetic Survey in February 1997.
 OJ1010
 OJ1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1010.GEOID18 height accuracy estimate available here.
 OJ1010
 OJ1010.Click photographs - Photos may exist for this station.
 OJ1010
 OJ1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1010
 OJ1010. The following values were computed from the NAD 83(1994) position.
 OJ1010
 OJ1010;                    North         East     Units Scale Factor Converg.
 OJ1010;SPC MI S     -   220,431.623 4,078,504.395   MT  0.99996084   +0 39 37.4
 OJ1010;SPC MI S     -   723,200.86 13,380,919.93   iFT  0.99996084   +0 39 37.4
 OJ1010;UTM  17      - 4,816,949.182   306,210.594   MT  1.00006196   -1 38 57.8
 OJ1010
 OJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0621016949(NAD 83)
 OJ1010
 OJ1010                          SUPERSEDED SURVEY CONTROL
 OJ1010
 OJ1010  NAD 83(1986)-  43 28 49.27442(N)    083 23 46.54384(W) AD(       ) 3
 OJ1010  NAD 27      -  43 28 49.19800(N)    083 23 46.71500(W) AD(       ) 3
 OJ1010
 OJ1010.Superseded values are not recommended for survey control.
 OJ1010
 OJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1010.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1010
 OJ1010_MARKER: 63 = STACK
 OJ1010
 OJ1010  HISTORY     - Date     Condition        Report By
 OJ1010  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1010
 OJ1010                          STATION DESCRIPTION
 OJ1010
 OJ1010'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1011 ***********************************************************************
 OJ1011  DESIGNATION -  CARO MICHIGAN SUGAR CO S STACK
 OJ1011  PID         -  OJ1011
 OJ1011  STATE/COUNTY-  MI/TUSCOLA
 OJ1011  COUNTRY     -  US
 OJ1011  USGS QUAD   -  CARO (2017)
 OJ1011
 OJ1011                         *CURRENT SURVEY CONTROL
 OJ1011  ______________________________________________________________________
 OJ1011* NAD 83(1994) POSITION- 43 28 48.19064(N) 083 23 47.95641(W)   ADJUSTED
 OJ1011  ______________________________________________________________________
 OJ1011  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 OJ1011  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 OJ1011  HORZ ORDER      -  THIRD
 OJ1011
 OJ1011.The horizontal coordinates were established by classical geodetic methods
 OJ1011.and adjusted by the National Geodetic Survey in February 1997.
 OJ1011
 OJ1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1011.GEOID18 height accuracy estimate available here.
 OJ1011
 OJ1011.Click photographs - Photos may exist for this station.
 OJ1011
 OJ1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1011
 OJ1011. The following values were computed from the NAD 83(1994) position.
 OJ1011
 OJ1011;                    North         East     Units Scale Factor Converg.
 OJ1011;SPC MI S     -   220,397.469 4,078,472.366   MT  0.99996079   +0 39 36.4
 OJ1011;SPC MI S     -   723,088.81 13,380,814.85   iFT  0.99996079   +0 39 36.4
 OJ1011;UTM  17      - 4,816,916.344   306,177.211   MT  1.00006212   -1 38 58.8
 OJ1011
 OJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0617716916(NAD 83)
 OJ1011
 OJ1011                          SUPERSEDED SURVEY CONTROL
 OJ1011
 OJ1011  NAD 83(1986)-  43 28 48.17973(N)    083 23 47.98654(W) AD(       ) 3
 OJ1011  NAD 27      -  43 28 48.10200(N)    083 23 48.15800(W) AD(       ) 3
 OJ1011
 OJ1011.Superseded values are not recommended for survey control.
 OJ1011
 OJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1011.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1011
 OJ1011_MARKER: 63 = STACK
 OJ1011
 OJ1011  HISTORY     - Date     Condition        Report By
 OJ1011  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1011
 OJ1011                          STATION DESCRIPTION
 OJ1011
 OJ1011'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1014 ***********************************************************************
 OJ1014  DESIGNATION -  CARO MUNICIPAL STANDPIPE
 OJ1014  PID         -  OJ1014
 OJ1014  STATE/COUNTY-  MI/TUSCOLA
 OJ1014  COUNTRY     -  US
 OJ1014  USGS QUAD   -  CARO (2017)
 OJ1014
 OJ1014                         *CURRENT SURVEY CONTROL
 OJ1014  ______________________________________________________________________
 OJ1014* NAD 83(1994) POSITION- 43 29 43.98884(N) 083 24 26.29420(W)   ADJUSTED
 OJ1014  ______________________________________________________________________
 OJ1014  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 OJ1014  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 OJ1014  HORZ ORDER      -  THIRD
 OJ1014
 OJ1014.The horizontal coordinates were established by classical geodetic methods
 OJ1014.and adjusted by the National Geodetic Survey in February 1997.
 OJ1014
 OJ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1014.GEOID18 height accuracy estimate available here.
 OJ1014
 OJ1014.Click photographs - Photos may exist for this station.
 OJ1014
 OJ1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1014
 OJ1014. The following values were computed from the NAD 83(1994) position.
 OJ1014
 OJ1014;                    North         East     Units Scale Factor Converg.
 OJ1014;SPC MI S     -   222,109.450 4,077,591.265   MT  0.99996364   +0 39 10.3
 OJ1014;SPC MI S     -   728,705.54 13,377,924.10   iFT  0.99996364   +0 39 10.3
 OJ1014;UTM  17      - 4,818,662.626   305,365.748   MT  1.00006600   -1 39 26.9
 OJ1014
 OJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0536518662(NAD 83)
 OJ1014
 OJ1014                          SUPERSEDED SURVEY CONTROL
 OJ1014
 OJ1014  NAD 83(1986)-  43 29 43.97793(N)    083 24 26.32420(W) AD(       ) 3
 OJ1014  NAD 27      -  43 29 43.90200(N)    083 24 26.49700(W) AD(       ) 3
 OJ1014
 OJ1014.Superseded values are not recommended for survey control.
 OJ1014
 OJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1014.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1014
 OJ1014_MARKER: 52 = STANDPIPE TANK
 OJ1014
 OJ1014  HISTORY     - Date     Condition        Report By
 OJ1014  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1014
 OJ1014                          STATION DESCRIPTION
 OJ1014
 OJ1014'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1013 ***********************************************************************
 OJ1013  DESIGNATION -  CARO STATE HOSPITAL TANK
 OJ1013  PID         -  OJ1013
 OJ1013  STATE/COUNTY-  MI/TUSCOLA
 OJ1013  COUNTRY     -  US
 OJ1013  USGS QUAD   -  CARO (2017)
 OJ1013
 OJ1013                         *CURRENT SURVEY CONTROL
 OJ1013  ______________________________________________________________________
 OJ1013* NAD 83(1994) POSITION- 43 27 11.80715(N) 083 26 29.57629(W)   ADJUSTED
 OJ1013  ______________________________________________________________________
 OJ1013  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 OJ1013  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 OJ1013  HORZ ORDER      -  THIRD
 OJ1013
 OJ1013.The horizontal coordinates were established by classical geodetic methods
 OJ1013.and adjusted by the National Geodetic Survey in February 1997.
 OJ1013
 OJ1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1013.GEOID18 height accuracy estimate available here.
 OJ1013
 OJ1013.Click photographs - Photos may exist for this station.
 OJ1013
 OJ1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1013
 OJ1013. The following values were computed from the NAD 83(1994) position.
 OJ1013
 OJ1013;                    North         East     Units Scale Factor Converg.
 OJ1013;SPC MI S     -   217,382.346 4,074,873.315   MT  0.99995604   +0 37 46.5
 OJ1013;SPC MI S     -   713,196.67 13,369,006.94   iFT  0.99995604   +0 37 46.5
 OJ1013;UTM  17      - 4,814,048.382   302,459.160   MT  1.00008003   -1 40 47.1
 OJ1013
 OJ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0245914048(NAD 83)
 OJ1013
 OJ1013                          SUPERSEDED SURVEY CONTROL
 OJ1013
 OJ1013  NAD 83(1986)-  43 27 11.79696(N)    083 26 29.60524(W) AD(       ) 3
 OJ1013  NAD 27      -  43 27 11.72000(N)    083 26 29.77000(W) AD(       ) 3
 OJ1013
 OJ1013.Superseded values are not recommended for survey control.
 OJ1013
 OJ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1013.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1013
 OJ1013_MARKER: 53 = ELEVATED TANK
 OJ1013
 OJ1013  HISTORY     - Date     Condition        Report By
 OJ1013  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1013  HISTORY     - 19990529 GOOD             USPSQD
 OJ1013
 OJ1013                          STATION DESCRIPTION
 OJ1013
 OJ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1013'THE STATION IS A 110-FOOT WATER TANK.  IT IS PAINTED SILVER
 OJ1013'AND STANDS ON FOUR
 OJ1013'LEGS.  THE STATION IS LOCATED ON THE GROUNDS OF
 OJ1013'CARO STATE HOSPITAL AT WAHJAMEGA
 OJ1013'ABOUT 100 YARDS N OF THE MAINTENANCE
 OJ1013'BUILDING OF THE HOSPITAL.  CAPACITY - 130,000
 OJ1013'GALLONS.
 OJ1013'
 OJ1013'TO REACH FROM THE INTERSECTION OF W FRANK AND N STATE STREETS
 OJ1013'IN CARO, GO SW ON
 OJ1013'ROUTE M 81 FOR 3.4 MILES TO WALK ROAD, THENCE
 OJ1013'LEFT ON WALK ROAD FOR 0.2 MILE TO
 OJ1013'TANK 100 FEET ON RIGHT.
 OJ1013'
 OJ1013'AN INTERSECTION STATION.
 OJ1013
 OJ1013                          STATION RECOVERY (1999)
 OJ1013
 OJ1013'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1015 ***********************************************************************
 OJ1015  DESIGNATION -  CARO W N CLARK CO STACK
 OJ1015  PID         -  OJ1015
 OJ1015  STATE/COUNTY-  MI/TUSCOLA
 OJ1015  COUNTRY     -  US
 OJ1015  USGS QUAD   -  CARO (2017)
 OJ1015
 OJ1015                         *CURRENT SURVEY CONTROL
 OJ1015  ______________________________________________________________________
 OJ1015* NAD 83(1994) POSITION- 43 29 14.09988(N) 083 23 15.39022(W)   ADJUSTED
 OJ1015  ______________________________________________________________________
 OJ1015  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 OJ1015  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 OJ1015  HORZ ORDER      -  THIRD
 OJ1015
 OJ1015.The horizontal coordinates were established by classical geodetic methods
 OJ1015.and adjusted by the National Geodetic Survey in February 1997.
 OJ1015
 OJ1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1015.GEOID18 height accuracy estimate available here.
 OJ1015
 OJ1015.Click photographs - Photos may exist for this station.
 OJ1015
 OJ1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1015
 OJ1015. The following values were computed from the NAD 83(1994) position.
 OJ1015
 OJ1015;                    North         East     Units Scale Factor Converg.
 OJ1015;SPC MI S     -   221,205.459 4,079,194.855   MT  0.99996210   +0 39 58.6
 OJ1015;SPC MI S     -   725,739.69 13,383,185.22   iFT  0.99996210   +0 39 58.6
 OJ1015;UTM  17      - 4,817,694.635   306,931.752   MT  1.00005853   -1 38 37.1
 OJ1015
 OJ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0693117694(NAD 83)
 OJ1015
 OJ1015                          SUPERSEDED SURVEY CONTROL
 OJ1015
 OJ1015  NAD 83(1986)-  43 29 14.08898(N)    083 23 15.42023(W) AD(       ) 3
 OJ1015  NAD 27      -  43 29 14.01000(N)    083 23 15.59000(W) AD(       ) 3
 OJ1015
 OJ1015.Superseded values are not recommended for survey control.
 OJ1015
 OJ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1015.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1015
 OJ1015_MARKER: 63 = STACK
 OJ1015
 OJ1015  HISTORY     - Date     Condition        Report By
 OJ1015  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1015
 OJ1015                          STATION DESCRIPTION
 OJ1015
 OJ1015'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1095 ***********************************************************************
 OJ1095  DESIGNATION -  CAROPORT
 OJ1095  PID         -  OJ1095
 OJ1095  STATE/COUNTY-  MI/TUSCOLA
 OJ1095  COUNTRY     -  US
 OJ1095  USGS QUAD   -  CARO (2017)
 OJ1095
 OJ1095                         *CURRENT SURVEY CONTROL
 OJ1095  ______________________________________________________________________
 OJ1095* NAD 83(1994) POSITION- 43 27 15.23722(N) 083 27 09.13956(W)   ADJUSTED
 OJ1095* NAD 83(1994) ELLIP HT-   174.251 (meters)        (07/17/02)   ADJUSTED
 OJ1095* NAVD 88 ORTHO HEIGHT -   208.3   (meters)      683.    (feet) GPS OBS
 OJ1095  ______________________________________________________________________
 OJ1095  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1095  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 OJ1095  NAD 83(1994) X  -    528,798.524 (meters)                     COMP
 OJ1095  NAD 83(1994) Y  - -4,607,270.451 (meters)                     COMP
 OJ1095  NAD 83(1994) Z  -  4,364,391.789 (meters)                     COMP
 OJ1095  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 OJ1095  HORZ ORDER      -  FIRST
 OJ1095  ELLP ORDER      -  FOURTH    CLASS I
 OJ1095
 OJ1095.This mark is at Caro Airport (78D)
 OJ1095
 OJ1095.The horizontal coordinates were established by GPS observations
 OJ1095.and adjusted by the National Geodetic Survey in February 1997.
 OJ1095
 OJ1095.The orthometric height was determined by GPS observations and a
 OJ1095.high-resolution geoid model.
 OJ1095
 OJ1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1095.GEOID18 height accuracy estimate available here.
 OJ1095
 OJ1095.Click photographs - Photos may exist for this station.
 OJ1095
 OJ1095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1095
 OJ1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1095
 OJ1095.The ellipsoidal height was determined by GPS observations
 OJ1095.and is referenced to NAD 83.
 OJ1095
 OJ1095. The following values were computed from the NAD 83(1994) position.
 OJ1095
 OJ1095;                    North         East     Units Scale Factor Converg.
 OJ1095;SPC MI S     -   217,478.477 4,073,982.754   MT  0.99995620   +0 37 19.5
 OJ1095;SPC MI S     -   713,512.06 13,366,085.15   iFT  0.99995620   +0 37 19.5
 OJ1095;UTM  17      - 4,814,180.338   301,573.085   MT  1.00008434   -1 41 14.4
 OJ1095
 OJ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1095!SPC MI S     -   0.99997268  x   0.99995620  =   0.99992888
 OJ1095!UTM  17      -   0.99997268  x   1.00008434  =   1.00005701
 OJ1095
 OJ1095:                Primary Azimuth Mark                     Grid Az
 OJ1095:SPC MI S     -  CAROPORT AZ MK                           050 25 02.2
 OJ1095:UTM  17      -  CAROPORT AZ MK                           052 43 36.1
 OJ1095
 OJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0157314180(NAD 83)
 OJ1095
 OJ1095|---------------------------------------------------------------------|
 OJ1095| PID    Reference Object                     Distance      Geod. Az  |
 OJ1095|                                                           dddmmss.s |
 OJ1095| OJ1096 CAROPORT AZ MK                      APPROX. 0.8 KM 0510221.7 |
 OJ1095|---------------------------------------------------------------------|
 OJ1095
 OJ1095                          SUPERSEDED SURVEY CONTROL
 OJ1095
 OJ1095  ELLIP H (02/03/97)  174.256  (m)                       GP(       ) 4 1
 OJ1095  NAD 83(1986)-  43 27 15.23607(N)    083 27 09.15626(W) AD(       ) 1
 OJ1095  NAD 83(1986)-  43 27 15.24027(N)    083 27 09.15595(W) AD(       ) 3
 OJ1095  NGVD 29 (03/27/91)  208.4    (m)  OSU 89B  model used  GPS OBS        
 OJ1095
 OJ1095.Superseded values are not recommended for survey control.
 OJ1095
 OJ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1095.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1095
 OJ1095_MARKER: I = METAL ROD
 OJ1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1095_STAMPING: CAROPORT 1989
 OJ1095_MARK LOGO: NGS
 OJ1095_PROJECTION: FLUSH
 OJ1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1095+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OJ1095_ROD/PIPE-DEPTH: 9.8 meters
 OJ1095_SLEEVE-DEPTH  : 1.0 meters
 OJ1095
 OJ1095  HISTORY     - Date     Condition        Report By
 OJ1095  HISTORY     - 1989     MONUMENTED       NGS
 OJ1095  HISTORY     - 19910715 GOOD             NGS
 OJ1095  HISTORY     - 19990530 GOOD             USPSQD
 OJ1095
 OJ1095                          STATION DESCRIPTION
 OJ1095
 OJ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1095'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHWEST OF CARO, AT
 OJ1095'THE CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE AND NEAR THE
 OJ1095'SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O
 OJ1095'AIRPORT MANAGER JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO MI
 OJ1095'48723.  PHONE IS (517) 673-4301 OR HOME (517) 673-6641.
 OJ1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1095'CARO, GO SOUTHWEST FOR 5.0 KM (3.10 MI) ON HIGHWAY 81 TO A PAVED
 OJ1095'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) TO A
 OJ1095'PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS ON THE
 OJ1095'AIRPORT ENTRANCE DRIVE TO THE APRON AND THE AIRPORT OFFICE ON THE
 OJ1095'LEFT.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.25 MI) ACROSS THE APRON
 OJ1095'AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO
 OJ1095'SOUTHWEST FOR 1.2 KM (0.75 MI) ON THE PAVED RUNWAY TO THE STATION ON
 OJ1095'THE LEFT, JUST PAST THE SOUTHWEST END OF THE PAVED RUNWAY.
 OJ1095'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1095'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 M (32.2 FT) IN
 OJ1095'A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1095'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1095'LOCATED 45.9 M (150.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 OJ1095'SOUTHWEST END OF THE RUNWAY, 43.9 M (144.0 FT) SOUTHEAST FROM THE
 OJ1095'EXTENDED CENTER OF THE SOUTHWEST END OF THE RUNWAY, 20.8 M (68.2 FT)
 OJ1095'SOUTH FROM THE SOUTHWEST CORNER OF THE PAVED RUNWAY AND 0.8 M
 OJ1095'(2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 OJ1095'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1095'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1095
 OJ1095                          STATION RECOVERY (1991)
 OJ1095
 OJ1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1095'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) SOUTHWEST OF CARO, AT THE
 OJ1095'CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE AND NEAR THE
 OJ1095'SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O
 OJ1095'AIRPORT MANAGER JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO, MI.
 OJ1095'48723. PHONE (517) 673-4301 OR HOME 673-6641.
 OJ1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1095'CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 OJ1095'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 OJ1095'ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1095'ON THE AIRPORT ENTRANCE DRIVE TO THE APRON AND THE AIRPORT OFFICE ON
 OJ1095'THE LEFT. CONTINUE NORTHWESTERLY FOR 0.4 KM (0.2 MI) ACROSS THE APRON
 OJ1095'AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO
 OJ1095'SOUTHWEST FOR 1.2 KM (0.7 MI) ON THE PAVED RUNWAY TO THE STATION ON
 OJ1095'THE LEFT JUST PAST THE SOUTHWEST END OF THE PAVED RUNWAY.
 OJ1095'LOCATED 45.9 M (150.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 OJ1095'SOUTHWEST END OF THE RUNWAY, 43.9 M (144.0 FT) SOUTHEAST FROM THE
 OJ1095'EXTENDED CENTER OF THE SOUTHWEST END OF THE RUNWAY, 20.8 M (68.2 FT)
 OJ1095'SOUTH FROM THE SOUTHWEST CORNER OF THE PAVED RUNWAY AND 0.8 M
 OJ1095'(2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 OJ1095
 OJ1095                          STATION RECOVERY (1999)
 OJ1095
 OJ1095'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1096 ***********************************************************************
 OJ1096  DESIGNATION -  CAROPORT AZ MK
 OJ1096  PID         -  OJ1096
 OJ1096  STATE/COUNTY-  MI/TUSCOLA
 OJ1096  COUNTRY     -  US
 OJ1096  USGS QUAD   -  CARO (2017)
 OJ1096
 OJ1096                         *CURRENT SURVEY CONTROL
 OJ1096  ______________________________________________________________________
 OJ1096* NAD 83(1994) POSITION- 43 27 30.93307(N) 083 26 42.49244(W)   ADJUSTED
 OJ1096* NAD 83(1994) ELLIP HT-   174.703 (meters)        (07/17/02)   ADJUSTED
 OJ1096* NAVD 88 ORTHO HEIGHT -   208.7   (meters)      685.    (feet) GPS OBS
 OJ1096  ______________________________________________________________________
 OJ1096  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1096  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 OJ1096  NAD 83(1994) X  -    529,355.732 (meters)                     COMP
 OJ1096  NAD 83(1994) Y  - -4,606,871.422 (meters)                     COMP
 OJ1096  NAD 83(1994) Z  -  4,364,743.733 (meters)                     COMP
 OJ1096  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 OJ1096  HORZ ORDER      -  FIRST
 OJ1096  ELLP ORDER      -  FOURTH    CLASS I
 OJ1096
 OJ1096.This mark is at Caro Airport (78D)
 OJ1096
 OJ1096.The horizontal coordinates were established by GPS observations
 OJ1096.and adjusted by the National Geodetic Survey in February 1997.
 OJ1096
 OJ1096.The orthometric height was determined by GPS observations and a
 OJ1096.high-resolution geoid model.
 OJ1096
 OJ1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1096.GEOID18 height accuracy estimate available here.
 OJ1096
 OJ1096.Click photographs - Photos may exist for this station.
 OJ1096
 OJ1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1096
 OJ1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1096
 OJ1096.The ellipsoidal height was determined by GPS observations
 OJ1096.and is referenced to NAD 83.
 OJ1096
 OJ1096. The following values were computed from the NAD 83(1994) position.
 OJ1096
 OJ1096;                    North         East     Units Scale Factor Converg.
 OJ1096;SPC MI S     -   217,969.356 4,074,576.490   MT  0.99995696   +0 37 37.7
 OJ1096;SPC MI S     -   715,122.56 13,368,033.10   iFT  0.99995696   +0 37 37.7
 OJ1096;UTM  17      - 4,814,646.951   302,186.197   MT  1.00008135   -1 40 56.6
 OJ1096
 OJ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1096!SPC MI S     -   0.99997260  x   0.99995696  =   0.99992957
 OJ1096!UTM  17      -   0.99997260  x   1.00008135  =   1.00005395
 OJ1096
 OJ1096:                Primary Azimuth Mark                     Grid Az
 OJ1096:SPC MI S     -  CAROPORT                                 230 25 02.3
 OJ1096:UTM  17      -  CAROPORT                                 232 43 36.6
 OJ1096
 OJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0218614646(NAD 83)
 OJ1096
 OJ1096|---------------------------------------------------------------------|
 OJ1096| PID    Reference Object                     Distance      Geod. Az  |
 OJ1096|                                                           dddmmss.s |
 OJ1096| OJ1095 CAROPORT                            APPROX. 0.8 KM 2310240.0 |
 OJ1096|---------------------------------------------------------------------|
 OJ1096
 OJ1096                          SUPERSEDED SURVEY CONTROL
 OJ1096
 OJ1096  ELLIP H (02/03/97)  174.709  (m)                       GP(       ) 4 1
 OJ1096  NAD 83(1986)-  43 27 30.93191(N)    083 26 42.50914(W) AD(       ) 1
 OJ1096  NAD 83(1986)-  43 27 30.93611(N)    083 26 42.50891(W) AD(       ) 3
 OJ1096  NGVD 29 (03/27/91)  208.8    (m)  OSU 89B  model used  GPS OBS        
 OJ1096
 OJ1096.Superseded values are not recommended for survey control.
 OJ1096
 OJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1096.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1096
 OJ1096_MARKER: I = METAL ROD
 OJ1096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1096_STAMPING: CAROPORT AZ MK 1989
 OJ1096_MARK LOGO: NGS
 OJ1096_PROJECTION: FLUSH
 OJ1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1096+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OJ1096_ROD/PIPE-DEPTH: 12.2 meters
 OJ1096_SLEEVE-DEPTH  : 1.0 meters
 OJ1096
 OJ1096  HISTORY     - Date     Condition        Report By
 OJ1096  HISTORY     - 1989     MONUMENTED       NGS
 OJ1096  HISTORY     - 19910715 GOOD             NGS
 OJ1096  HISTORY     - 19990530 GOOD             USPSQD
 OJ1096
 OJ1096                          STATION DESCRIPTION
 OJ1096
 OJ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1096'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHWEST OF CARO, AT
 OJ1096'THE CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE, NEAR THE CENTER
 OJ1096'OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O AIRPORT MANAGER
 OJ1096'JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO MI 48723.  PHONE IS
 OJ1096'(517) 673-4301 OR HOME (517) 673-6641.
 OJ1096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1096'CARO, GO SOUTHWEST FOR 5.0 KM (3.10 MI) ON HIGHWAY 81 TO A PAVED
 OJ1096'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ON WALK
 OJ1096'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1096'ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 OJ1096'OFFICE, TO THE APRON.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.25 MI)
 OJ1096'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY. TURN
 OJ1096'LEFT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE
 OJ1096'STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS SOUTHWEST
 OJ1096'FROM THE NORTHEAST END OF THE PAVED RUNWAY.
 OJ1096'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1096'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 OJ1096'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1096'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1096'LOCATED 49.8 M (163.4 FT) EAST-SOUTHEAST FROM THE 7TH RUNWAY LIGHT
 OJ1096'SOUTHWEST FROM THE NORTHEAST END OF THE PAVED RUNWAY, 44.9 M
 OJ1096'(147.3 FT) SOUTH FROM THE 6TH RUNWAY LIGHT SOUTHWEST FROM THE
 OJ1096'NORTHEAST END OF THE PAVED RUNWAY, 40.3 M (132.2 FT) SOUTHEAST FROM
 OJ1096'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 11.2 M (36.7 FT) NORTHWEST
 OJ1096'FROM A CARSONITE WITNESS POST.
 OJ1096'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1096'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1096
 OJ1096                          STATION RECOVERY (1991)
 OJ1096
 OJ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1096'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) SOUTHWEST OF CARO, AT THE
 OJ1096'CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE, NEAR THE CENTER OF
 OJ1096'THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O AIRPORT MANAGER
 OJ1096'JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO, MI. 48723. PHONE (517)
 OJ1096'673-4301 OR HOME 673-6641.
 OJ1096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1096'CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 OJ1096'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 OJ1096'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1096'ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 OJ1096'OFFICE, TO THE APRON.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.2 MI)
 OJ1096'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY. TURN
 OJ1096'LEFT AND GO SOUTHWEST FOR 0.4 KM (0.2 MI) ON THE RUNWAY TO THE
 OJ1096'STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS SOUTHWEST
 OJ1096'FROM THE NORTHEAST END OF THE PAVED RUNWAY.
 OJ1096'LOCATED 49.8 M (163.4 FT) EAST-SOUTHEAST FROM THE 7TH RUNWAY LIGHT
 OJ1096'SOUTHWEST FROM THE NORTHEAST END OF THE PAVED RUNWAY, 44.9 M
 OJ1096'(147.3 FT) SOUTH FROM THE 6TH RUNWAY LIGHT SOUTHWEST FROM THE
 OJ1096'NORTHEAST END OF THE PAVED RUNWAY, 40.3 M (132.2 FT) SOUTHEAST FROM
 OJ1096'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 11.2 M (36.7 FT) NORTHWEST
 OJ1096'FROM A CARSONITE WITNESS POST.
 OJ1096
 OJ1096                          STATION RECOVERY (1999)
 OJ1096
 OJ1096'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0760 ***********************************************************************
 QK0760  DESIGNATION -  CARP
 QK0760  PID         -  QK0760
 QK0760  STATE/COUNTY-  MI/EMMET
 QK0760  COUNTRY     -  US
 QK0760  USGS QUAD   -  FREEDOM (2017)
 QK0760
 QK0760                         *CURRENT SURVEY CONTROL
 QK0760  ______________________________________________________________________
 QK0760* NAD 83(1994) POSITION- 45 43 20.76193(N) 084 43 56.02620(W)   ADJUSTED
 QK0760* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 QK0760  ______________________________________________________________________
 QK0760  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 QK0760  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 QK0760  HORZ ORDER      -  FIRST
 QK0760
 QK0760.The horizontal coordinates were established by classical geodetic methods
 QK0760.and adjusted by the National Geodetic Survey in February 1997.
 QK0760
 QK0760.The orthometric height was scaled from a topographic map.
 QK0760
 QK0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0760.GEOID18 height accuracy estimate available here.
 QK0760
 QK0760.Click photographs - Photos may exist for this station.
 QK0760
 QK0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0760
 QK0760. The following values were computed from the NAD 83(1994) position.
 QK0760
 QK0760;                    North         East     Units Scale Factor Converg.
 QK0760;SPC MI C     -   267,402.106 5,971,540.981   MT  1.00000527   -0 15 29.7
 QK0760;SPC MI C     -   877,303.50 19,591,669.89   iFT  1.00000527   -0 15 29.7
 QK0760;UTM  16      - 5,065,709.845   676,473.586   MT  0.99998289   +1 37 26.6
 QK0760
 QK0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0760!SPC MI C     -   0.99997090  x   1.00000527  =   0.99997617
 QK0760!UTM  16      -   0.99997090  x   0.99998289  =   0.99995379
 QK0760
 QK0760:                Primary Azimuth Mark                     Grid Az
 QK0760:SPC MI C     -  CARP AZ MK                               172 14 54.9
 QK0760:UTM  16      -  CARP AZ MK                               170 21 58.6
 QK0760
 QK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7647365709(NAD 83)
 QK0760
 QK0760|---------------------------------------------------------------------|
 QK0760| PID    Reference Object                     Distance      Geod. Az  |
 QK0760|                                                           dddmmss.s |
 QK0760| QK0739 STRAITS MACKINAC BRG S TWR          APPROX. 9.8 KM 0013230.3 |
 QK0760| QK0730 STRAITS MACKINAC BRG N TWR          APPROX.10.9 KM 0020003.7 |
 QK0760| CH1789 CARP RM 1                            27.788 METERS 05832     |
 QK0760| CH1790 CARP RM 2                            27.961 METERS 15742     |
 QK0760| CH1788 CARP AZ MK                                         1715925.2 |
 QK0760| QK0785 STRAITS OF MACKINAC OBS TOWER       APPROX.14.7 KM 3493445.7 |
 QK0760|---------------------------------------------------------------------|
 QK0760
 QK0760                          SUPERSEDED SURVEY CONTROL
 QK0760
 QK0760  NAD 83(1986)-  45 43 20.75543(N)    084 43 56.02631(W) AD(       ) 1
 QK0760  NAD 27      -  45 43 20.71300(N)    084 43 55.84900(W) AD(       ) 1
 QK0760
 QK0760.Superseded values are not recommended for survey control.
 QK0760
 QK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0760.See file dsdata.pdf to determine how the superseded data were derived.
 QK0760
 QK0760_MARKER: DS = TRIANGULATION STATION DISK
 QK0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0760_STAMPING: CARP 1956
 QK0760_MARK LOGO: CGS
 QK0760_PROJECTION: FLUSH
 QK0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0760+STABILITY: SURFACE MOTION
 QK0760
 QK0760  HISTORY     - Date     Condition        Report By
 QK0760  HISTORY     - 1956     MONUMENTED       CGS
 QK0760
 QK0760                          STATION DESCRIPTION
 QK0760
 QK0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0760'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MACKINAW CITY, NEAR THE
 QK0760'NORTHEAST CORNER OF THE MACKINAW CITY AIRPORT AND ON LAND OWNED BY THE
 QK0760'VILLAGE OF MACKINAW CITY.  IT IS 101 FEET NORTHEAST OF THE NORTHEAST
 QK0760'CORNER OF THE HANGAR, 142 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QK0760'31, 42 FEET NORTHWEST OF THE CENTERLINE OF DRIVEWAY INTO AIRPORT AND 5
 QK0760'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QK0760'STAMPED CARP 1956.
 QK0760'
 QK0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 27 AND 31
 QK0760'IN THE SOUTH EDGE OF MACKINAW CITY, GO SOUTH ON U.S. HIGHWAY 31 FOR
 QK0760'3.45 MILES TO THE ENTRANCE INTO THE AIRPORT ON THE RIGHT.  TURN RIGHT
 QK0760'AND GO SOUTHWEST ON DRIVEWAY FOR ABOUT 150 FEET TO THE STATION ON THE
 QK0760'RIGHT, NORTH SIDE OF DRIVEWAY AS DESCRIBED.
 QK0760'
 QK0760'REFERENCE MARK 1 IS 51 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 31
 QK0760'AND 32 FEET NORTH OF THE CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS
 QK0760'ABOUT 5 INCHES AND THE DISK IS STAMPED CARP NO 1 1956.
 QK0760'
 QK0760'REFERENCE MARK 2 IS 97 FEET SOUTH OF THE WHITE WITNESS POST, 42 FEET
 QK0760'SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK PROJECTS ABOUT
 QK0760'4 INCHES AND THE DISK IS STAMPED CARP NO 2 1956.
 QK0760'
 QK0760'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 31,
 QK0760'8 FEET NORTHWEST OF A MOBILE GAS SIGN AND 2.5 FEET NORTH OF A WHITE
 QK0760'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 QK0760'STAMPED CARP 1956.
 QK0760'
 QK0760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 QK0760'31 FOR 0.2 MILE TO THE MARK ON THE LEFT, EAST SIDE OF HIGHWAY AS
 QK0760'DESCRIBED.
 QK0760'
 QK0760'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1009 ***********************************************************************
 OJ1009  DESIGNATION -  CARPENTER
 OJ1009  PID         -  OJ1009
 OJ1009  STATE/COUNTY-  MI/TUSCOLA
 OJ1009  COUNTRY     -  US
 OJ1009  USGS QUAD   -  CARO (2017)
 OJ1009
 OJ1009                         *CURRENT SURVEY CONTROL
 OJ1009  ______________________________________________________________________
 OJ1009* NAD 83(1994) POSITION- 43 28 50.32225(N) 083 26 46.03222(W)   ADJUSTED
 OJ1009* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 OJ1009  ______________________________________________________________________
 OJ1009  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 OJ1009  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 OJ1009  HORZ ORDER      -  FIRST
 OJ1009
 OJ1009.The horizontal coordinates were established by classical geodetic methods
 OJ1009.and adjusted by the National Geodetic Survey in February 1997.
 OJ1009
 OJ1009.The orthometric height was scaled from a topographic map.
 OJ1009
 OJ1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1009.GEOID18 height accuracy estimate available here.
 OJ1009
 OJ1009.Click photographs - Photos may exist for this station.
 OJ1009
 OJ1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1009
 OJ1009. The following values were computed from the NAD 83(1994) position.
 OJ1009
 OJ1009;                    North         East     Units Scale Factor Converg.
 OJ1009;SPC MI S     -   220,418.319 4,074,470.133   MT  0.99996089   +0 37 35.3
 OJ1009;SPC MI S     -   723,157.21 13,367,684.16   iFT  0.99996089   +0 37 35.3
 OJ1009;UTM  17      - 4,817,098.510   302,178.628   MT  1.00008139   -1 41 01.5
 OJ1009
 OJ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1009!SPC MI S     -   0.99996682  x   0.99996089  =   0.99992771
 OJ1009!UTM  17      -   0.99996682  x   1.00008139  =   1.00004821
 OJ1009
 OJ1009:                Primary Azimuth Mark                     Grid Az
 OJ1009:SPC MI S     -  CARPENTER AZ MK                          085 45 34.6
 OJ1009:UTM  17      -  CARPENTER AZ MK                          088 04 11.4
 OJ1009
 OJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0217817098(NAD 83)
 OJ1009
 OJ1009|---------------------------------------------------------------------|
 OJ1009| PID    Reference Object                     Distance      Geod. Az  |
 OJ1009|                                                           dddmmss.s |
 OJ1009| OJ1014 CARO MUNICIPAL STANDPIPE            APPROX. 3.5 KM 0621033.7 |
 OJ1009| OJ1015 CARO W N CLARK CO STACK             APPROX. 4.8 KM 0811003.4 |
 OJ1009| CH0869 CARPENTER RM 1                                     08401     |
 OJ1009| CH0868 CARPENTER AZ MK                                    0862309.9 |
 OJ1009| OJ1010 CARO MICHIGAN SUGAR CO N STACK      APPROX. 4.0 KM 0902614.3 |
 OJ1009| OJ1011 CARO MICHIGAN SUGAR CO S STACK      APPROX. 4.0 KM 0905529.1 |
 OJ1009| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX. 3.0 KM 1754532.9 |
 OJ1009| CH0870 CARPENTER RM 2                                     18553     |
 OJ1009| OJ1017 VASSAR MUNICIPAL STANDPIPE          APPROX.16.7 KM 2231548.4 |
 OJ1009|---------------------------------------------------------------------|
 OJ1009
 OJ1009                          SUPERSEDED SURVEY CONTROL
 OJ1009
 OJ1009  NAD 83(1986)-  43 28 50.31143(N)    083 26 46.06207(W) AD(       ) 1
 OJ1009  NAD 27      -  43 28 50.23400(N)    083 26 46.23000(W) AD(       ) 1
 OJ1009
 OJ1009.Superseded values are not recommended for survey control.
 OJ1009
 OJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1009.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1009
 OJ1009_MARKER: DS = TRIANGULATION STATION DISK
 OJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1009_STAMPING: CARPENTER 1932
 OJ1009_MARK LOGO: CGS
 OJ1009_PROJECTION: FLUSH
 OJ1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1009+STABILITY: SURFACE MOTION
 OJ1009
 OJ1009  HISTORY     - Date     Condition        Report By
 OJ1009  HISTORY     - 1932     MONUMENTED       CGS
 OJ1009  HISTORY     - 1980     GOOD             MIDH
 OJ1009  HISTORY     - 19930413 GOOD             USPSQD
 OJ1009  HISTORY     - 19990529 GOOD             USPSQD
 OJ1009  HISTORY     - 20041025 GOOD             USPSQD
 OJ1009
 OJ1009                          STATION DESCRIPTION
 OJ1009
 OJ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1009'ABOUT 3.0 MILES WEST OF CARO, IN SOUTHEAST CORNER OF INTERSECTION OF
 OJ1009'TWO GRAVEL SECTION-LINE ROADS, ON SMALL KNOLL IN SCHOOLYARD WHICH IS
 OJ1009'IN NORTHWEST CORNER OF SEC. 8, T. 12 N., R. 9 E., 27.15 FEET NORTHWEST
 OJ1009'OF NORTHWEST CORNER OF SCHOOLHOUSE, 57.6 FEET NORTHWEST OF SOUTHWEST
 OJ1009'CORNER OF SCHOOLHOUSE, 40 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 68
 OJ1009'FEET SOUTHEAST OF ROAD INTERSECTION, AND 56 FEET SOUTH OF CENTER LINE
 OJ1009'OF ROAD.
 OJ1009'
 OJ1009'TO REACH FROM CARO, FOLLOW ROUTE M-81 TO SOUTHWEST PART OF TOWN, AND
 OJ1009'PROCEED WEST 2.0 MILES ON SECTION-LINE ROAD TO CARPENTER SCHOOLHOUSE
 OJ1009'AND STATION SITE.
 OJ1009'
 OJ1009'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OJ1009'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 OJ1009'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OJ1009'NOTE 11A.
 OJ1009'
 OJ1009'NO. 1 PROJECTS 4 INCHES, IS IN EAST EDGE OF SCHOOLYARD, 1.5 FEET WEST
 OJ1009'OF SCHOOLYARD FENCE, 74.1 FEET NORTHEAST OF NORTHEAST CORNER OF
 OJ1009'SCHOOLHOUSE, 46 FEET SOUTH OF CENTER LINE OF ROAD, AND 123.85 FEET
 OJ1009'(SLOPE) FROM STATION IN AZIMUTH 264 DEG 01 MIN.
 OJ1009'
 OJ1009'NO. 2 PROJECTS 4 INCHES, IS 91.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 OJ1009'SCHOOLHOUSE, 18 FEET EAST OF CENTER LINE OF SECTION-LINE ROAD, AND
 OJ1009'133.87 FEET (SLOPE) FROM STATION IN AZIMUTH 5 DEG 53 MIN.
 OJ1009'
 OJ1009'AZIMUTH MARK PROJECTS 8 INCHES, IS 25 FEET NORTH OF CENTER LINE OF
 OJ1009'EAST-AND-WEST GRAVEL ROAD, IN NORTH-AND-SOUTH FENCE LINE, AND 0.3 MILE
 OJ1009'FROM STATION IN AZIMUTH 266 DEG 23 MIN 08 SEC.
 OJ1009
 OJ1009                          STATION RECOVERY (1980)
 OJ1009
 OJ1009'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1009'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS 1.5 FEET SOUTH OF A
 OJ1009'POWER POLE.
 OJ1009
 OJ1009                          STATION RECOVERY (1993)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 OJ1009'RECOVERED IN GOOD CONDITION.  NOTE--NO 1 FOUND IN GOOD CONDITION.
 OJ1009'REFERENCE MARK NO 2 AND CONCRETE POST WAS LAYING ON THE SIDE OF A NEW
 OJ1009'DRIVEWAY LEADING TO A NEW GARAGE BEING BUILT.  THE OWNER, A MR.
 OJ1009'MICHAEL D. PAPP, 1001 S. GRAFF STATED THAT THE CONCRETE POST WAS TAKEN
 OJ1009'OUT BEFORE HE BOUGHT THE PROPERTY.  DISK NO 2 WAS RECOVERED AND WILL
 OJ1009'BE INCLUDED WITH THIS LETTER. RECOVERY BY DELBERT N. MILLER, SAGINAW
 OJ1009'BAY POWER SQUADRONS.
 OJ1009
 OJ1009                          STATION RECOVERY (1999)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1009'RECOVERED IN GOOD CONDITION.
 OJ1009
 OJ1009                          STATION RECOVERY (2004)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1009'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITON. REFERENCE
 OJ1009'MARK 2, WAS RECOVERED AND SENT IN BY DELBERT N. MILLER LAST TIME
 OJ1009'SURCHED FOR.  AZIMUTH MARK WAS SURCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0584 ***********************************************************************
 RK0584  DESIGNATION -  CARPY
 RK0584  PID         -  RK0584
 RK0584  STATE/COUNTY-  MI/MARQUETTE
 RK0584  COUNTRY     -  US
 RK0584  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0584
 RK0584                         *CURRENT SURVEY CONTROL
 RK0584  ______________________________________________________________________
 RK0584* NAD 83(1994) POSITION- 46 32 31.68964(N) 087 41 04.60802(W)   ADJUSTED
 RK0584* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) SCALED
 RK0584  ______________________________________________________________________
 RK0584  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 RK0584  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 RK0584  HORZ ORDER      -  SECOND
 RK0584
 RK0584.The horizontal coordinates were established by classical geodetic methods
 RK0584.and adjusted by the National Geodetic Survey in February 1997.
 RK0584
 RK0584.The orthometric height was scaled from a topographic map.
 RK0584
 RK0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0584.GEOID18 height accuracy estimate available here.
 RK0584
 RK0584.Click photographs - Photos may exist for this station.
 RK0584
 RK0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0584
 RK0584. The following values were computed from the NAD 83(1994) position.
 RK0584
 RK0584;                    North         East     Units Scale Factor Converg.
 RK0584;SPC MI N     -   195,708.411 7,947,493.144   MT  0.99991286   -0 29 41.4
 RK0584;SPC MI N     -   642,087.96 26,074,452.57   iFT  0.99991286   -0 29 41.4
 RK0584;UTM  16      - 5,154,513.032   447,508.986   MT  0.99963387   -0 29 49.1
 RK0584
 RK0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0584!SPC MI N     -   0.99992928  x   0.99991286  =   0.99984215
 RK0584!UTM  16      -   0.99992928  x   0.99963387  =   0.99956318
 RK0584
 RK0584:                Primary Azimuth Mark                     Grid Az
 RK0584:SPC MI N     -  ISHPEMING MATHER MINE TIPL LT            150 42 56.7
 RK0584:UTM  16      -  ISHPEMING MATHER MINE TIPL LT            150 43 04.4
 RK0584
 RK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4750854513(NAD 83)
 RK0584
 RK0584|---------------------------------------------------------------------|
 RK0584| PID    Reference Object                     Distance      Geod. Az  |
 RK0584|                                                           dddmmss.s |
 RK0584| CJ2319 CARPY RM 1                           11.784 METERS 07715     |
 RK0584| RK0586 ISHPEMING MATHER MINE TIPL LT       APPROX. 5.1 KM 1501315.3 |
 RK0584| RK0542 ISHPEMING MUNICIPAL TANK            APPROX. 5.6 KM 1564048.6 |
 RK0584| CJ2320 CARPY RM 2                            8.047 METERS 28234     |
 RK0584|---------------------------------------------------------------------|
 RK0584
 RK0584                          SUPERSEDED SURVEY CONTROL
 RK0584
 RK0584  NAD 83(1986)-  46 32 31.68283(N)    087 41 04.60372(W) AD(       ) 2
 RK0584  NAD 27      -  46 32 31.92000(N)    087 41 04.11600(W) AD(       ) 2
 RK0584
 RK0584.Superseded values are not recommended for survey control.
 RK0584
 RK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0584.See file dsdata.pdf to determine how the superseded data were derived.
 RK0584
 RK0584_MARKER: DS = TRIANGULATION STATION DISK
 RK0584_SETTING: 66 = SET IN ROCK OUTCROP
 RK0584_STAMPING: CARPY 1955
 RK0584_MARK LOGO: CGS
 RK0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0584+STABILITY: POSITION/ELEVATION WELL
 RK0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0584+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2025
 RK0584
 RK0584  HISTORY     - Date     Condition        Report By
 RK0584  HISTORY     - 1955     MONUMENTED       CGS
 RK0584  HISTORY     - 19950207 GOOD             LOCENG
 RK0584  HISTORY     - 20250530 GOOD             MIDT
 RK0584
 RK0584                          STATION DESCRIPTION
 RK0584
 RK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0584'THE STATION IS LOCATED ABOUT 13.5 MILES WEST OF MARQUETTE AND 3.5
 RK0584'MILES NORTH OF ISHPEMING ON TOP OF A WOODED HILL IN SECTION 21,
 RK0584'T.48N, R.27W, ON PROPERTY OF CLEVELAND CLIFF IRON CO.
 RK0584'
 RK0584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 RK0584'MARQUETTE COUNTY HIGHWAY 573 AT THE NORTHERN PART OF ISHPEMING, GO
 RK0584'NORTHERLY ON MARQUETTE COUNTY HIGHWAY 573 FOR 5.15 MILES TO A
 RK0584'DRIVEWAY RIGHT.  TURN RIGHT, GO 0.1 MILE TO RESIDENCE OF MR. JACK
 RK0584'QUAYLE AND END OF TRUCK TRAVEL.  WALK EASTERLY THROUGH SMALL FIELD
 RK0584'0.1 MILE TO EDGE OF WOODS THEN EASTERLY UP HILL TO HIGHEST POINT
 RK0584'AND STATION.  A 10 MINUTE PACK.
 RK0584'
 RK0584'THE STATION MARK, A STANDARD DISK STAMPED CARPY 1955 IS CEMENTED IN A
 RK0584'DRILL HOLE IN OUTCROPPING BEDROCK 15 FEET NORTH OF THE SOUTH RIM OF
 RK0584'HILL.
 RK0584'
 RK0584'REFERENCE MARK 1, A STANDARD DISK STAMPED CARPY NO 1 1955 IS CEMENTED
 RK0584'IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET NORTH OF THE SOUTH RIM
 RK0584'OF THE HILL AND APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK.
 RK0584'
 RK0584'REFERENCE MARK 2, A STANDARD DISK STAMPED CARPY NO 2 1955 IS CEMENTED
 RK0584'IN A DRILL HOLE IN OUTCROPPING BEDROCK 30 FEET NORTH OF THE SOUTH
 RK0584'RIM OF HILL AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 RK0584'MARK.
 RK0584'
 RK0584'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0584'
 RK0584'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0584
 RK0584                          STATION RECOVERY (1995)
 RK0584
 RK0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0584'RECOVERED AS DESCRIBED.
 RK0584
 RK0584                          STATION RECOVERY (2025)
 RK0584
 RK0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0647 ***********************************************************************
 RK0647  DESIGNATION -  CARR
 RK0647  PID         -  RK0647
 RK0647  STATE/COUNTY-  MI/DELTA
 RK0647  COUNTRY     -  US
 RK0647  USGS QUAD   -  GOOSENECK LAKE (2017)
 RK0647
 RK0647                         *CURRENT SURVEY CONTROL
 RK0647  ______________________________________________________________________
 RK0647* NAD 83(1994) POSITION- 46 06 21.78098(N) 086 31 24.66788(W)   ADJUSTED
 RK0647* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 RK0647  ______________________________________________________________________
 RK0647  GEOID HEIGHT    -        -35.203 (meters)                     GEOID18
 RK0647  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 RK0647  HORZ ORDER      -  SECOND
 RK0647
 RK0647.The horizontal coordinates were established by classical geodetic methods
 RK0647.and adjusted by the National Geodetic Survey in February 1997.
 RK0647
 RK0647.The orthometric height was scaled from a topographic map.
 RK0647
 RK0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0647.GEOID18 height accuracy estimate available here.
 RK0647
 RK0647.Click photographs - Photos may exist for this station.
 RK0647
 RK0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0647
 RK0647. The following values were computed from the NAD 83(1994) position.
 RK0647
 RK0647;                    North         East     Units Scale Factor Converg.
 RK0647;SPC MI N     -   147,122.697 8,036,835.601   MT  0.99990771   +0 20 39.8
 RK0647;SPC MI N     -   482,686.01 26,367,570.87   iFT  0.99990771   +0 20 39.8
 RK0647;UTM  16      - 5,105,940.857   536,824.471   MT  0.99961667   +0 20 36.1
 RK0647
 RK0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0647!SPC MI N     -   0.99996492  x   0.99990771  =   0.99987263
 RK0647!UTM  16      -   0.99996492  x   0.99961667  =   0.99958160
 RK0647
 RK0647:                Primary Azimuth Mark                     Grid Az
 RK0647:SPC MI N     -  CARR AZ MK                               242 35 17.9
 RK0647:UTM  16      -  CARR AZ MK                               242 35 21.6
 RK0647
 RK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES3682405940(NAD 83)
 RK0647
 RK0647|---------------------------------------------------------------------|
 RK0647| PID    Reference Object                     Distance      Geod. Az  |
 RK0647|                                                           dddmmss.s |
 RK0647| CH1792 CARR RM 1                            18.853 METERS 09210     |
 RK0647| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX.28.0 KM 1095753.7 |
 RK0647| CH1793 CARR RM 2                            15.776 METERS 21757     |
 RK0647| CH1791 CARR AZ MK                                         2425557.7 |
 RK0647|---------------------------------------------------------------------|
 RK0647
 RK0647                          SUPERSEDED SURVEY CONTROL
 RK0647
 RK0647  NAD 83(1986)-  46 06 21.77656(N)    086 31 24.66287(W) AD(       ) 2
 RK0647  NAD 27      -  46 06 21.91000(N)    086 31 24.11400(W) AD(       ) 2
 RK0647
 RK0647.Superseded values are not recommended for survey control.
 RK0647
 RK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0647.See file dsdata.pdf to determine how the superseded data were derived.
 RK0647
 RK0647_MARKER: DS = TRIANGULATION STATION DISK
 RK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0647_STAMPING: CARR 1955
 RK0647_MARK LOGO: CGS
 RK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0647+STABILITY: SURFACE MOTION
 RK0647
 RK0647  HISTORY     - Date     Condition        Report By
 RK0647  HISTORY     - 1955     MONUMENTED       CGS
 RK0647
 RK0647                          STATION DESCRIPTION
 RK0647
 RK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0647'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF MANISTIQUE, 13
 RK0647'MILES NORTH NORTHWEST OF COOKS AND 3-1/2 MILES SOUTH OF THE
 RK0647'ALGER-DELTA COUNTY LINE.  IT IS ON THE WESTERN END OF A LONG
 RK0647'TIMBERED SAND HILL NEAR A U.S. FOREST SERVICE LOOKOUT TOWER AND IS
 RK0647'NEAR THE CENTER OF SEC. 23, T. 43 N., R. 18 W.
 RK0647'
 RK0647'TO REACH FROM THE JUNCTION OF FEDERAL FOREST HIGHWAY 13 AND STATE
 RK0647'HIGHWAY 28 IN THE SMALL VILLAGE OF WETMORE, GO SOUTH ON FEDERAL
 RK0647'FOREST HIGHWAY 13 FOR 15.55 MILES TO A DIAGONAL CROSSROAD, DELTA
 RK0647'440, TURN LEFT AND GO EASTERLY ON COUNTY ROAD DELTA 440 FOR 4.7
 RK0647'MILES TO A Y-FORK AND SIGNS ON THE LEFT MARKED STEUBEN 6, FOREST
 RK0647'HIGHWAY 5, TURN RIGHT AND FOLLOW THE MAIN ROAD SOUTHERLY FOR 3.85
 RK0647'MILES TO A CROSSROAD NEAR THE BOTTOM OF A DRAW, (THE AZIMUTH
 RK0647'MARK IS ON THE LEFT SIDE OF THE ROAD NEAR THIS POINT), TURN LEFT AND
 RK0647'GO ON A TRACK ROAD FOR 0.35 MILE TO A DIM Y-FORK, TURN RIGHT AND
 RK0647'FOLLOW A DIM TRACK ROAD SOUTHERLY UP A HILL TO A LOOKOUT TOWER AND
 RK0647'THE STATION SITE.
 RK0647'
 RK0647'THE STATION MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST, STAMPED CARR 1955 AND IT PROJECTS 4 INCHES.  THE MARK IS 61.8
 RK0647'FEET WEST OF THE CENTER OF A LOOKOUT TOWER AND 4 FEET SOUTHWEST OF
 RK0647'A WHITE POST.
 RK0647'
 RK0647'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST WHICH PROJECTS 2 INCHES.  THE DISK IS STAMPED CARR NO 1 1955
 RK0647'AND IS SET IN THE CENTER OF A LOOKOUT TOWER.
 RK0647'
 RK0647'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST WHICH PROJECTS 4 INCHES, THE DISK IS STAMPED CARR NO 2 1955 AND
 RK0647'IS 4 FEET BELOW THE STATION.  THE MARK 9 FEET SOUTHEAST OF A GROUP
 RK0647'OF MAPLE TREES, ONE TREE HAS THREE NOTCHES CUT IN THE SOUTHEAST SIDE
 RK0647'OF IT.
 RK0647'
 RK0647'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST, THE DISK IS STAMPED CARR 1955 AND IT PROJECTS 6 INCHES.  THE
 RK0647'MARK IS 45 FEET NORTH OF THE INTERSECTION A CROSSROAD, 22 FEET EAST
 RK0647'OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A WHITE POST.
 RK0647'
 RK0647'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0595 ***********************************************************************
 PL0595  DESIGNATION -  CARR
 PL0595  PID         -  PL0595
 PL0595  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0595  COUNTRY     -  US
 PL0595  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0595
 PL0595                         *CURRENT SURVEY CONTROL
 PL0595  ______________________________________________________________________
 PL0595* NAD 83(2011) POSITION- 44 51 22.62221(N) 085 31 31.40333(W)   ADJUSTED
 PL0595* NAD 83(2011) ELLIP HT-   195.314 (meters)        (06/27/12)   ADJUSTED
 PL0595* NAD 83(2011) EPOCH   -  2010.00
 PL0595* NAVD 88 ORTHO HEIGHT -   229.9   (meters)      754.    (feet) VERTCON3
 PL0595  ______________________________________________________________________
 PL0595  GEOID HEIGHT    -        -34.638 (meters)                     GEOID18
 PL0595  NAD 83(2011) X  -    353,341.099 (meters)                     COMP
 PL0595  NAD 83(2011) Y  - -4,515,204.114 (meters)                     COMP
 PL0595  NAD 83(2011) Z  -  4,476,178.661 (meters)                     COMP
 PL0595  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 PL0595
 PL0595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0595  Standards:
 PL0595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0595  -------------------------------------------------------------------
 PL0595  NETWORK    3.90   5.70           1.74   1.34   2.91     -0.33519307
 PL0595  -------------------------------------------------------------------
 PL0595  Click here for local accuracies and other accuracy information.
 PL0595
 PL0595.The horizontal coordinates were established by GPS observations
 PL0595.and adjusted by the National Geodetic Survey in June 2012.
 PL0595
 PL0595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0595.been affixed to the stable North American tectonic plate. See 
 PL0595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0595
 PL0595.The horizontal coordinates are valid at the epoch date displayed above
 PL0595.which is a decimal equivalence of Year/Month/Day.
 PL0595
 PL0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0595
 PL0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0595.GEOID18 height accuracy estimate available here.
 PL0595
 PL0595.Click photographs - Photos may exist for this station.
 PL0595
 PL0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0595
 PL0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0595
 PL0595.The ellipsoidal height was determined by GPS observations
 PL0595.and is referenced to NAD 83.
 PL0595
 PL0595. The following values were computed from the NAD 83(2011) position.
 PL0595
 PL0595;                    North         East     Units Scale Factor Converg.
 PL0595;SPC MI C     -   171,736.186 5,908,421.247   MT  0.99991386   -0 49 06.7
 PL0595;SPC MI C     -   563,438.93 19,384,584.14   iFT  0.99991386   -0 49 06.7
 PL0595;UTM  16      - 4,968,043.208   616,512.098   MT  0.99976693   +1 02 24.7
 PL0595
 PL0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0595!SPC MI C     -   0.99996938  x   0.99991386  =   0.99988324
 PL0595!UTM  16      -   0.99996938  x   0.99976693  =   0.99973631
 PL0595
 PL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1651268043(NAD 83)
 PL0595
 PL0595                          SUPERSEDED SURVEY CONTROL
 PL0595
 PL0595  NAD 83(2007)-  44 51 22.62287(N)    085 31 31.40393(W) AD(2002.00) 0
 PL0595  ELLIP H (02/10/07)  195.341  (m)                       GP(2002.00)    
 PL0595  ELLIP H (07/17/02)  195.368  (m)                       GP(       ) 4 1
 PL0595  NAD 83(1994)-  44 51 22.62190(N)    085 31 31.40433(W) AD(       ) 2
 PL0595  ELLIP H (02/03/97)  195.346  (m)                       GP(       ) 4 1
 PL0595  NAD 83(1986)-  44 51 22.61751(N)    085 31 31.41331(W) AD(       ) 2
 PL0595  NGVD 29 (12/10/93)  230.0    (m)  GEOID93  model used  GPS OBS        
 PL0595
 PL0595.Superseded values are not recommended for survey control.
 PL0595
 PL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0595.See file dsdata.pdf to determine how the superseded data were derived.
 PL0595
 PL0595_MARKER: DD = SURVEY DISK
 PL0595_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0595_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0595_STAMPING: CARR 1993
 PL0595_MARK LOGO: NOS
 PL0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0595+STABILITY: POSITION/ELEVATION WELL
 PL0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0595+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 PL0595
 PL0595  HISTORY     - Date     Condition        Report By
 PL0595  HISTORY     - 1993     MONUMENTED       NOS
 PL0595  HISTORY     - 20060318 GOOD             GEOCAC
 PL0595
 PL0595                          STATION DESCRIPTION
 PL0595
 PL0595'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0595'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTH OF TRAVERSE CITY ,1.25
 PL0595'MI WEST OF WILLOW POINT AND ALONG THE EAST SIDE OF STATE HIGHWAY 37.
 PL0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37, 72 AND
 PL0595'U.S HIGHWAY 31 IN TRAVERSE CITY, PROCEED NORTH ALONG STATE HIGHWAY 37
 PL0595'FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF CARROL ROAD, CONTINUE
 PL0595'NORTH FOR 0.2 MI (0.3 KM) TO THE GRASSY AREA WHICH SEPERATES TWO
 PL0595'ASPHALTED PARKING AREAS ON THE RIGHT AND THE STATION ON RIGHT.
 PL0595'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---CARR 1993---SET IN
 PL0595'A CONCRETE POST FLUSH WITH THE GROUND.IT IS 63.8 FT (19.4 M) WEST OF
 PL0595'A STEEL PIPEHEAD FOR IRRIGATION, 37.6 FT (11.5 M) NORTH OF A NO
 PL0595'PASSING ZONE SIGN WITH WITNESS SIGN ATTACHED, 35.5 FT (10.8 M) EAST
 PL0595'OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FT (0.5 M) BELOW THE
 PL0595'HIGHWAY.
 PL0595
 PL0595                          STATION RECOVERY (2006)
 PL0595
 PL0595'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0595'THE 'NO PASSING ZONE SIGN WITH WITNESS SIGN' IS NO LONGER PRESENT.
 PL0595'STATION IS 3.3 METERS (10.8 FEET) NORTH-NORTHWEST OF A 2 INCH SAPLING.
 PL0595'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0510 ***********************************************************************
 OK0510  DESIGNATION -  CARROLL RESET
 OK0510  PID         -  OK0510
 OK0510  STATE/COUNTY-  MI/MIDLAND
 OK0510  COUNTRY     -  US
 OK0510  USGS QUAD   -  SANFORD (2017)
 OK0510
 OK0510                         *CURRENT SURVEY CONTROL
 OK0510  ______________________________________________________________________
 OK0510* NAD 83(1994) POSITION- 43 38 02.27287(N) 084 25 43.21360(W)   ADJUSTED
 OK0510* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 OK0510  ______________________________________________________________________
 OK0510  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 OK0510  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 OK0510  HORZ ORDER      -  SECOND
 OK0510
 OK0510.The horizontal coordinates were established by classical geodetic methods
 OK0510.and adjusted by the National Geodetic Survey in February 1997.
 OK0510
 OK0510.The orthometric height was scaled from a topographic map.
 OK0510
 OK0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0510.GEOID18 height accuracy estimate available here.
 OK0510
 OK0510.Click photographs - Photos may exist for this station.
 OK0510
 OK0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0510
 OK0510. The following values were computed from the NAD 83(1994) position.
 OK0510
 OK0510;                    North         East     Units Scale Factor Converg.
 OK0510;SPC MI S     -   237,046.991 3,994,996.480   MT  0.99999236   -0 02 31.9
 OK0510;SPC MI S     -   777,713.23 13,106,943.83   iFT  0.99999236   -0 02 31.9
 OK0510;UTM  16      - 4,834,432.237   707,420.657   MT  1.00012922   +1 46 29.9
 OK0510
 OK0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0510!SPC MI S     -   0.99997432  x   0.99999236  =   0.99996668
 OK0510!UTM  16      -   0.99997432  x   1.00012922  =   1.00010354
 OK0510
 OK0510:                Primary Azimuth Mark                     Grid Az
 OK0510:SPC MI S     -  CARROLL AZ MK                            357 48 25.2
 OK0510:UTM  16      -  CARROLL AZ MK                            355 59 23.4
 OK0510
 OK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0742034432(NAD 83)
 OK0510
 OK0510|---------------------------------------------------------------------|
 OK0510| PID    Reference Object                     Distance      Geod. Az  |
 OK0510|                                                           dddmmss.s |
 OK0510| OK0511 P 67A 1957                           51.534 METERS 04235     |
 OK0510| CH0872 CARROLL RM 1                         30.367 METERS 04316     |
 OK0510| OK0508 LEE LOOKOUT TOWER                   APPROX. 3.2 KM 1403743.2 |
 OK0510| CH0873 CARROLL RM 2                         30.909 METERS 32212     |
 OK0510| CH0874 CARROLL RM 3                         31.001 METERS 32215     |
 OK0510| CH0871 CARROLL AZ MK                                      3574553.3 |
 OK0510|---------------------------------------------------------------------|
 OK0510
 OK0510                          SUPERSEDED SURVEY CONTROL
 OK0510
 OK0510  NAD 83(1986)-  43 38 02.26408(N)    084 25 43.22350(W) AD(       ) 2
 OK0510  NAD 27      -  43 38 02.15042(N)    084 25 43.23677(W) AD(       ) 2
 OK0510
 OK0510.Superseded values are not recommended for survey control.
 OK0510
 OK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0510.See file dsdata.pdf to determine how the superseded data were derived.
 OK0510
 OK0510_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0510_STAMPING: CARROLL 1957 1974
 OK0510_MARK LOGO: NGS
 OK0510_PROJECTION: RECESSED 36 CENTIMETERS
 OK0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0510+STABILITY: SURFACE MOTION
 OK0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0510+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0510
 OK0510  HISTORY     - Date     Condition        Report By
 OK0510  HISTORY     - 1957     MONUMENTED       CGS
 OK0510  HISTORY     - 1972     MARK NOT FOUND   USGS
 OK0510  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OK0510  HISTORY     - 1980     GOOD             MIDH
 OK0510  HISTORY     - 19950403 GOOD             LOCENG
 OK0510  HISTORY     - 20010604 GOOD             USPSQD
 OK0510
 OK0510                          STATION DESCRIPTION
 OK0510
 OK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OK0510'THE STATION IS LOCATED AT THE U.S. ARMY AIR DEFENSE CONTROL SITE,
 OK0510'ABOUT 9.5 MILES WEST OF MIDLAND, ABOUT 3.5 MILES SOUTHWEST OF SANFORD,
 OK0510'ON THE PROPERTY OF MR. LEE DEE LONG.  IT IS 31 FEET EAST OF THE
 OK0510'CENTERLINE OF A GRAVELED ROAD, 4.9 FEET NORTHEAST OF A WHITE WITNESS
 OK0510'POST, 74 FEET SOUTH OF THE SOUTHWEST CORNER OF A WOVEN WIRE FENCE,
 OK0510'98.7 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 28 FEET
 OK0510'NORTHEAST OF A 30 INCH TWIN ELM TREE.  THE MONUMENT IS 14 INCHES
 OK0510'UNDERGROUND AND THE DISK IS STAMPED CARROLL 1957.
 OK0510'
 OK0510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S.
 OK0510'HIGHWAY 10 (BUSINESS) IN MIDLAND, GO WEST ON HIGHWAY 20 FOR 6.15 MILES
 OK0510'TO THE JUNCTION OF STATE HIGHWAY 30.  CONTINUE WEST ON HIGHWAY 20 FOR
 OK0510'3.0 MILES TO A GRAVELED CROSSROAD (NORTH NINE MILE ROAD).  TURN RIGHT
 OK0510'AND GO NORTH ON THE GRAVELED ROAD FOR 0.95 MILE TO A GRAVELED
 OK0510'CROSSROAD IN THE SMALL COMMUNITY OF OLSON.  CONTINUE NORTH ON THE
 OK0510'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 OK0510'
 OK0510'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 OK0510'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OK0510'
 OK0510'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WOVEN WIRE FENCE, 9 FEET
 OK0510'NORTHEAST OF A POWER LINE POLE AND 59 FEET EAST OF THE SOUTHWEST
 OK0510'CORNER OF THE WOVEN WIRE FENCE.  NORTH OF THE CENTERLINE OF A DRIVEWAY
 OK0510'AND 68 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE.  THE
 OK0510'MONUMENT IS FLUSH AND THE DISK IS STAMPED CARROLL NO 2 1957.
 OK0510'
 OK0510'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 OK0510'ROAD, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 OK0510'FENCE LINE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OK0510'CARROLL 1957.
 OK0510'
 OK0510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OK0510
 OK0510                          STATION RECOVERY (1972)
 OK0510
 OK0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 OK0510'ONLY THE AZ. MK., R M 1, AND THE UNDERGROUND MARK WERE RECOVERED.  THE
 OK0510'UNDERGROUND MARK IS NOW ON THE SIDE OF A SAND DITCH AND WILL SOON BE
 OK0510'LOST.
 OK0510'
 OK0510'DESCRIPTION IS ADEQUATE.
 OK0510'
 OK0510'QUOTE PRIMARY REFERENCE ABOUT 9.5 MI. WEST OF MIDLAND AT THE U.S. ARMY
 OK0510'AIR DEFENSE CONTROL SITE (NOW ABANDONED).
 OK0510
 OK0510                          STATION RECOVERY (1974)
 OK0510
 OK0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OK0510'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 OK0510'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED BY
 OK0510'GRADING.  REFERENCE MARK 3 ALONG WITH A NEW SURFACE STATION MARK WERE
 OK0510'SET.  THE LINE OF SIGHT TO REFERENCE MARK 1 WAS OBSTRUCTED BY SEVERAL
 OK0510'EVERGREEN TREES AND THE 1957 DISTANCE AND DIRECTION WERE USED.  A NEW
 OK0510'DESCRIPTION FOLLOWS-
 OK0510'
 OK0510'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF MIDLAND NEAR AN
 OK0510'ABANDONED DEFENSE CONTROL SITE, 74 FEET SOUTH OF THE SOUTHWEST CORNER
 OK0510'OF WOVEN WIRE FENCE AROUND THE SITE, 31 FEET EAST OF THE CENTERLINE OF
 OK0510'N NINE MILE RD., 74 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A 2
 OK0510'STORY HOUSE, 14 FEET NORTHWEST OF A TELEPHONE POLE, 109 FEET NORTH OF
 OK0510'THE CENTERLINE OF A DRIVEWAY AND IN THE FRONT LAWN OF MR. IRVIN
 OK0510'DELONG.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OK0510'CARROLL 1957 1974.  (NOTE 1B 7A)
 OK0510'
 OK0510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S.
 OK0510'HIGHWAY 10 IN MIDLAND, GO WEST ON HIGHWAY 20 FOR 6.15 MILES TO THE
 OK0510'JUNCTION WITH STATE HIGHWAY 30.  CONTINUE WEST ON HIGHWAY 20 FOR 3.0
 OK0510'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON N NINE MILE RD. FOR
 OK0510'0.95 MILES TO A CROSSROAD IN THE SMALL VILLAGE OF OLSON.  CONTINUE
 OK0510'NORTH ON THE ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 OK0510'NORTH ON THE ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OK0510'
 OK0510'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WOVEN WIRE FENCE, 9 FEET
 OK0510'NORTHEAST OF A POWER POLE AND 59 FEET EAST OF THE SOUTHWEST CORNER OF
 OK0510'THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 OK0510'CARROLL NO 1 1957.
 OK0510'
 OK0510'REFERENCE MARK 3 IS 59 FEET SOUTH OF A POWER POLE, 13 FEET NORTH OF
 OK0510'THE CENTERLINE OF DRIVEWAY AND 33 FEET WEST OF THE CENTERLINE OF THE
 OK0510'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARROLL 1957 NO 3
 OK0510'1974.
 OK0510'
 OK0510'THE AZIMUTH MARK IS 9 FEET SOUTH OF THE CENTERLINE OF A WOODS ROAD, 1
 OK0510'FOOT NORTHEAST OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE AND 35
 OK0510'FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4
 OK0510'INCHES AND THE DISK IS STAMPED CARROLL 1957.
 OK0510'
 OK0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 OK0510'SOUTHWEST OF SANFORD
 OK0510'
 OK0510'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0510
 OK0510                          STATION RECOVERY (1980)
 OK0510
 OK0510'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0510'THE STATION WAS FOUND IN GOOD CONDITION.  STATION IS UNDER PINE
 OK0510'BRANCHES.
 OK0510'
 OK0510'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 OK0510
 OK0510                          STATION RECOVERY (1995)
 OK0510
 OK0510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0510'DESCRIPTION IS ADEQUATE.  PLACED CARSONITE WITNESS POST BY STATION.
 OK0510'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO PINE TREES OVERHANGING SITE.
 OK0510
 OK0510                          STATION RECOVERY (2001)
 OK0510
 OK0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0510'STATION, REFERENCE MARK 1, REFERENCE MARK 3 AND AZIMUTH WERE FOUND IN
 OK0510'GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DM2688 ***********************************************************************
 DM2688  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM2688  DESIGNATION -  CARSONVILLE CORS ARP
 DM2688  CORS_ID     -  MICA
 DM2688  PID         -  DM2688
 DM2688  STATE/COUNTY-  MI/SANILAC
 DM2688  COUNTRY     -  US
 DM2688  USGS QUAD   -  CARSONVILLE (2017)
 DM2688
 DM2688                         *CURRENT SURVEY CONTROL
 DM2688  ______________________________________________________________________
 DM2688* NAD 83(2011) POSITION- 43 25 40.70235(N) 082 40 04.89408(W)   ADJUSTED
 DM2688* NAD 83(2011) ELLIP HT-   220.717 (meters)        (04/??/25)   ADJUSTED
 DM2688* NAD 83(2011) EPOCH   -  2010.00
 DM2688  ______________________________________________________________________
 DM2688  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 DM2688  NAD 83(2011) X  -    592,091.572 (meters)                     COMP
 DM2688  NAD 83(2011) Y  - -4,601,621.526 (meters)                     COMP
 DM2688  NAD 83(2011) Z  -  4,362,305.341 (meters)                     COMP
 DM2688
 DM2688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2688  Standards:
 DM2688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2688  -------------------------------------------------------------------
 DM2688  NETWORK    0.10   0.13           0.04   0.04   0.07     -0.27604200
 DM2688  -------------------------------------------------------------------
 DM2688
 DM2688.The coordinates were established by GPS observations
 DM2688.and adjusted by the National Geodetic Survey in April 2025.
 DM2688
 DM2688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2688.been affixed to the stable North American Tectonic Plate. 
 DM2688
 DM2688.The coordinates are valid at the epoch date displayed above
 DM2688.which is a decimal equivalence of Year/Month/Day.
 DM2688
 DM2688.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM2688.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM2688.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM2688.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM2688.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM2688.published epoch of 2010.00.
 DM2688
 DM2688.Additional information on MYCS is available at:
 DM2688.https://geodesy.noaa.gov/CORS/index.shtml
 DM2688
 DM2688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2688.GEOID18 height accuracy estimate available here.
 DM2688
 DM2688.The PID for the CORS L1 Phase Center is DR6185.
 DM2688
 DM2688.Click photographs - Photos may exist for this station.
 DM2688
 DM2688.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM2688
 DM2688.The ellipsoidal height was determined by GPS observations
 DM2688.and is referenced to NAD 83.
 DM2688
 DM2688. The following values were computed from the NAD 83(2011) position.
 DM2688
 DM2688;                    North         East     Units Scale Factor Converg.
 DM2688;SPC MI S     -   215,546.882 4,137,527.637   MT  0.99995175   +1 09 21.5
 DM2688;SPC MI S     -   707,174.81 13,574,565.74   iFT  0.99995175   +1 09 21.5
 DM2688;UTM  17      - 4,809,693.445   364,988.275   MT  0.99982422   -1 08 48.6
 DM2688
 DM2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2688!SPC MI S     -   0.99996539  x   0.99995175  =   0.99991714
 DM2688!UTM  17      -   0.99996539  x   0.99982422  =   0.99978962
 DM2688
 DM2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6498809693(NAD 83)
 DM2688
 DM2688                          SUPERSEDED SURVEY CONTROL
 DM2688
 DM2688  NAD 83(2011)-  43 25 40.70247(N)    082 40 04.89401(W) AD(2010.00) c
 DM2688  ELLIP H (06/??/19)  220.718  (m)                       GP(2010.00) c c
 DM2688  NAD 83(2011)-  43 25 40.70246(N)    082 40 04.89395(W) AD(2010.00) c
 DM2688  ELLIP H (08/??/11)  220.713  (m)                       GP(2010.00) c c
 DM2688  NAD 83(CORS)-  43 25 40.70271(N)    082 40 04.89472(W) AD(2002.00) c
 DM2688  ELLIP H (08/??/10)  220.724  (m)                       GP(2002.00) c c
 DM2688
 DM2688.Superseded values are not recommended for survey control.
 DM2688
 DM2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2688.See file dsdata.pdf to determine how the superseded data were derived.
 DM2688
 DM2688_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM2688
 DM2688                          STATION DESCRIPTION
 DM2688
 DM2688'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM2688'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM2688'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM2688'AND LOG FILES ACCESSIBLE AT:
 DM2688'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0538 ***********************************************************************
 RK0538  DESIGNATION -  CASCADE
 RK0538  PID         -  RK0538
 RK0538  STATE/COUNTY-  MI/MARQUETTE
 RK0538  COUNTRY     -  US
 RK0538  USGS QUAD   -  SANDS (2017)
 RK0538
 RK0538                         *CURRENT SURVEY CONTROL
 RK0538  ______________________________________________________________________
 RK0538* NAD 83(1994) POSITION- 46 25 38.12035(N) 087 27 46.53266(W)   ADJUSTED
 RK0538* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 RK0538  ______________________________________________________________________
 RK0538  GEOID HEIGHT    -        -34.284 (meters)                     GEOID18
 RK0538  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 RK0538  HORZ ORDER      -  THIRD
 RK0538
 RK0538.The horizontal coordinates were established by classical geodetic methods
 RK0538.and adjusted by the National Geodetic Survey in February 1997.
 RK0538
 RK0538.The orthometric height was scaled from a topographic map.
 RK0538
 RK0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0538.GEOID18 height accuracy estimate available here.
 RK0538
 RK0538.Click photographs - Photos may exist for this station.
 RK0538
 RK0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0538
 RK0538. The following values were computed from the NAD 83(1994) position.
 RK0538
 RK0538;                    North         East     Units Scale Factor Converg.
 RK0538;SPC MI N     -   182,816.533 7,964,420.808   MT  0.99990590   -0 20 04.6
 RK0538;SPC MI N     -   599,791.77 26,129,989.53   iFT  0.99990590   -0 20 04.6
 RK0538;UTM  16      - 5,141,624.411   464,431.509   MT  0.99961555   -0 20 07.4
 RK0538
 RK0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0538!SPC MI N     -   0.99994563  x   0.99990590  =   0.99985154
 RK0538!UTM  16      -   0.99994563  x   0.99961555  =   0.99956121
 RK0538
 RK0538:                Primary Azimuth Mark                     Grid Az
 RK0538:SPC MI N     -  CASCADE AZ MK                            014 03 34.5
 RK0538:UTM  16      -  CASCADE AZ MK                            014 03 37.3
 RK0538
 RK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6443141624(NAD 83)
 RK0538
 RK0538|---------------------------------------------------------------------|
 RK0538| PID    Reference Object                     Distance      Geod. Az  |
 RK0538|                                                           dddmmss.s |
 RK0538| CJ2321 CASCADE AZ MK                                      0134329.9 |
 RK0538| CJ2322 CASCADE RM 1                         29.259 METERS 04417     |
 RK0538| CJ2323 CASCADE RM 2                         26.601 METERS 14331     |
 RK0538|---------------------------------------------------------------------|
 RK0538
 RK0538                          SUPERSEDED SURVEY CONTROL
 RK0538
 RK0538  NAD 83(1986)-  46 25 38.11463(N)    087 27 46.52960(W) AD(       ) 3
 RK0538  NAD 27      -  46 25 38.33600(N)    087 27 46.02700(W) AD(       ) 3
 RK0538
 RK0538.Superseded values are not recommended for survey control.
 RK0538
 RK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0538.See file dsdata.pdf to determine how the superseded data were derived.
 RK0538
 RK0538_MARKER: DS = TRIANGULATION STATION DISK
 RK0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0538_STAMPING: CASCADE 1955
 RK0538_MARK LOGO: CGS
 RK0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0538+STABILITY: SURFACE MOTION
 RK0538
 RK0538  HISTORY     - Date     Condition        Report By
 RK0538  HISTORY     - 1955     MONUMENTED       CGS
 RK0538  HISTORY     - 20080520 POOR             GEOCAC
 RK0538
 RK0538                          STATION DESCRIPTION
 RK0538
 RK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0538'THE STATION IS IN SECTION 32, T. 47 N., R. 25 W., AND ON THE EAST
 RK0538'SIDE OF THE CHICAGO AND NORTHWESTERN RAILROAD.  IT IS 10 MILES NORTH
 RK0538'OF GWINN, 8-1/2 MILES SOUTH-SOUTHWEST OF MARQUETTE AND 1-1/2
 RK0538'MILES SOUTHEAST OF THE CASCADE RAILWAY JUNCTION.
 RK0538'
 RK0538'TO REACH FROM THE INTERSECTION OF FRONT AND WASHINGTON STREETS IN
 RK0538'MARQUETTE, GO SOUTHERLY ON U.S. HIGHWAY 41 (FRONT STREET) FOR 0.8
 RK0538'MILE TO HAMPTON STREET, TURN RIGHT AND GO 0.1 MILE ON HAMPTON STREET
 RK0538'TO DIVISION STREET, TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR
 RK0538'0.4 MILE TO FORK, TAKE LEFT FORK AND GO SOUTHERLY ON COUNTY HIGHWAY
 RK0538'553 FOR 5.6 MILES TO PAVED CROSSROAD, CONTINUE STRAIGHT AHEAD 0.8
 RK0538'MILE TO A CROSSROAD AT THE POINT WHERE THE TELEPHONE LINE CROSSES
 RK0538'THE ROAD, TURN RIGHT AND GO WESTERLY ALONG THE TELEPHONE LINE FOR 2.4
 RK0538'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTHERLY 0.2 MILE TO THE
 RK0538'AZIMUTH MARK ON THE LEFT, ABOUT 70 YARDS NORTH OF A FORK, CONTINUE
 RK0538'STRAIGHT AHEAD 0.05 MILE TO FORK, TAKE RIGHT FORK 0.2 MILE TO A
 RK0538'RAILROAD CROSSING AND THE STATION ABOUT 27 YARDS SOUTH OF THE CENTER
 RK0538'OF THE TRACK ROAD, BETWEEN A NORTH-SOUTH ROAD AND THE RAILROAD
 RK0538'TRACKS.
 RK0538'
 RK0538'THE STATION MARK, STAMPED CASCADE 1955, IS A STANDARD DISK SET IN A
 RK0538'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 109.3 FEET EAST
 RK0538'OF THE EAST RAIL OF THE RAILROAD, 74 FEET NORTHEAST OF THE FIRST
 RK0538'TELEGRAPH POLE SOUTH OF THE RAILROAD CROSSING, 66 FEET WEST OF
 RK0538'THE CENTER OF THE BLADED ROAD AND 4 FEET SOUTHWEST OF A WHITE
 RK0538'WITNESS POST.
 RK0538'
 RK0538'REFERENCE MARK NO. 1, STAMPED CASCADE NO 1 1955, IS A STANDARD DISK
 RK0538'SET IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 28
 RK0538'FEET EAST OF THE CENTER OF THE BLADED NORTH-SOUTH ROAD AND 2 FEET
 RK0538'LOWER THAN THE STATION.
 RK0538'
 RK0538'REFERENCE MARK NO. 2, STAMPED CASCADE NO 2 1955, IS A STANDARD DISK
 RK0538'SET IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 105
 RK0538'FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 70 FEET WEST OF THE
 RK0538'CENTER OF THE BLADED ROAD.
 RK0538'
 RK0538'THE AZIMUTH MARK, STAMPED CASCADE 1955, IS A STANDARD DISK SET IN A
 RK0538'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 32 FEET EAST OF
 RK0538'THE CENTER OF THE TRACK ROAD AND 2 FEET WEST OF A WHITE WITNESS
 RK0538'POST.  THE AZIMUTH MARK IS VISIBLE FROM THE GROUND.
 RK0538'
 RK0538'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0538
 RK0538                          STATION RECOVERY (2008)
 RK0538
 RK0538'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0538'STATION MARK HAS BEEN STRUCK BY EQUIPMENT, MOST LIKELY DURING
 RK0538'CONSTRUCTION OF A HIGH VOLTAGE TRANSMISSION LINE IN THE VICINITY. THE
 RK0538'ENTIRE TOP OF THE STATION MONUMENT HAS BEEN SHEARED OFF, LEAVING NO
 RK0538'TRACE OF THE DISK OR STEM. THE REMAINDER OF THE SETTING IS AT GROUND
 RK0538'LEVEL AND APPEARS STABLE, AND COULD BE USED FOR GENERAL POSITIONING.
 RK0538'
 RK0538'RM1 HAS BEEN COMPLETELY UPROOTED. THE ENTIRE CONCRETE SETTING IS LYING
 RK0538'HORIZONTALLY IN ABOUT THE CORRECT LOCATION. RM2 HAS BEEN STRUCK AND
 RK0538'THE SETTING CHIPPED, BUT APPEARS STABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1161 ***********************************************************************
 NE1161  DESIGNATION -  CASCO
 NE1161  PID         -  NE1161
 NE1161  STATE/COUNTY-  MI/ST CLAIR
 NE1161  COUNTRY     -  US
 NE1161  USGS QUAD   -  NEW BALTIMORE (2017)
 NE1161
 NE1161                         *CURRENT SURVEY CONTROL
 NE1161  ______________________________________________________________________
 NE1161* NAD 83(1994) POSITION- 42 43 21.51816(N) 082 37 36.82446(W)   ADJUSTED
 NE1161* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 NE1161  ______________________________________________________________________
 NE1161  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 NE1161  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 NE1161  HORZ ORDER      -  FIRST
 NE1161
 NE1161.The horizontal coordinates were established by classical geodetic methods
 NE1161.and adjusted by the National Geodetic Survey in February 1997.
 NE1161
 NE1161.The orthometric height was scaled from a topographic map.
 NE1161
 NE1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1161.GEOID18 height accuracy estimate available here.
 NE1161
 NE1161.Click photographs - Photos may exist for this station.
 NE1161
 NE1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1161
 NE1161. The following values were computed from the NAD 83(1994) position.
 NE1161
 NE1161;                    North         East     Units Scale Factor Converg.
 NE1161;SPC MI S     -   137,280.022 4,142,476.177   MT  0.99991088   +1 11 02.3
 NE1161;SPC MI S     -   450,393.77 13,590,801.11   iFT  0.99991088   +1 11 02.3
 NE1161;UTM  17      - 4,731,298.832   366,798.081   MT  0.99981829   -1 06 14.1
 NE1161
 NE1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1161!SPC MI S     -   0.99997555  x   0.99991088  =   0.99988643
 NE1161!UTM  17      -   0.99997555  x   0.99981829  =   0.99979384
 NE1161
 NE1161:                Primary Azimuth Mark                     Grid Az
 NE1161:SPC MI S     -  CASCO AZ MK                              287 30 39.7
 NE1161:UTM  17      -  CASCO AZ MK                              289 47 56.1
 NE1161
 NE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6679831298(NAD 83)
 NE1161
 NE1161|---------------------------------------------------------------------|
 NE1161| PID    Reference Object                     Distance      Geod. Az  |
 NE1161|                                                           dddmmss.s |
 NE1161| NE1156 MARINE CITY RADIO WDOG N MAST       APPROX. 8.7 KM 0854243.4 |
 NE1161| NE1157 MARINE CITY RADIO WDOG S MAST       APPROX. 8.7 KM 0855845.5 |
 NE1161| CH0877 CASCO RM 2                           26.268 METERS 10648     |
 NE1161| CH0876 CASCO RM 1                            8.248 METERS 15442     |
 NE1161| NE1160 FAIR HAVEN IRA TWP MUN TANK         APPROX. 5.8 KM 2021106.9 |
 NE1161| NE1163 NEW BALTIMORE MUNICIPAL TANK        APPROX.10.1 KM 2405000.9 |
 NE1161| CH0878 CASCO RM 3                           26.184 METERS 25030     |
 NE1161| CH0875 CASCO AZ MK                                        2884142.0 |
 NE1161|---------------------------------------------------------------------|
 NE1161
 NE1161                          SUPERSEDED SURVEY CONTROL
 NE1161
 NE1161  NAD 83(1986)-  42 43 21.51528(N)    082 37 36.86649(W) AD(       ) 1
 NE1161  NAD 27      -  42 43 21.40024(N)    082 37 37.17167(W) AD(       ) 1
 NE1161
 NE1161.Superseded values are not recommended for survey control.
 NE1161
 NE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1161.See file dsdata.pdf to determine how the superseded data were derived.
 NE1161
 NE1161_MARKER: B = BOLT
 NE1161_SETTING: 0 = UNSPECIFIED SETTING
 NE1161
 NE1161  HISTORY     - Date     Condition        Report By
 NE1161  HISTORY     - 1909     MONUMENTED       USLS
 NE1161  HISTORY     - 1932     GOOD             CGS
 NE1161  HISTORY     - 1957     GOOD             CGS
 NE1161  HISTORY     - 1968     GOOD             USLS
 NE1161  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NE1161  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1161
 NE1161                          STATION DESCRIPTION
 NE1161
 NE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NE1161'ABOUT 12 MILES SOUTHWEST OF ST. CLAIR, NEAR CENTER OF E 1/2 NW 1/4 NW
 NE1161'1/4 SEC. 1, T. 3 N., R. 15 E., IRA TOWNSHIP, ON SOUTH SIDE OF MARINE
 NE1161'CITY HIGHWAY, 0.2 MILE EAST OF PALMS ROAD, ON FARM OF OTTO SCHIRMER,
 NE1161'IN SOUTHWEST CORNER OF ORCHARD, 498 FEET FROM SOUTHWEST CORNER OF
 NE1161'HOUSE, 363 FEET FROM SOUTHEAST CORNER OF BARN, 8 FEET FROM
 NE1161'NORTH-AND-SOUTH FENCE, AND 25 FEET FROM FENCE CORNER.  MARKED BY
 NE1161'3/8-INCH BOLT SURROUNDED BY 3 SPIKES IN CONCRETE MONUMENTS INSCRIBED
 NE1161'U.S.L.S. 1909, UNDERGROUND MARK BEING 12 INCHES BELOW SURFACE OF
 NE1161'GROUND.  IN 1932 UNDERGROUND MARK ONLY RECOVERED.  FOLLOWING DISTANCES
 NE1161'AND AZIMUTHS ARE FROM STATION (IN 1909) - NORTHEAST CORNER OF FIELD,
 NE1161'372 FEET, 91 DEG 12 MIN, SOUTHEAST CORNER OF FIELD, 648 FEET, 145 DEG
 NE1161'02 MIN, SOUTHWEST CORNER OF FIELD, 648 FEET, NORTHWEST CORNER OF
 NE1161'FIELD, 267 FEET, 271 DEG 20 MIN, 4. ZENTGRABERS BARN, CUPOLA, 233 DEG
 NE1161'15 MIN, WILLIAM SCHMIDTS HOUSE, END OF SOUTH GABLE, 287 DEG 07 MIN,
 NE1161'SOUTHWEST CORNER OF HOUSE, 645 FEET, 344 DEG 56 MIN, SCHROEDERS
 NE1161'WINDMILL, 334 DEG 12 MIN, 16-INCH ELM TREE, 428 FEET, 107 DEG 11 MIN,
 NE1161'AND SOUTHEAST CORNER OF BARN, 477 FEET, 336 DEG 31 MIN.
 NE1161
 NE1161                          STATION RECOVERY (1957)
 NE1161
 NE1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1161'THE ORIGINAL UNDERGROUND MARK RECOVERED AS STATED IN 1932, ALSO
 NE1161'REFERENCE MARK 1 WAS FOUND BUT NO DESCRIPTION OR ANY FORM OF
 NE1161'INFORMATION AVAILABLE AS TO WHEN THIS MARK WAS ESTABLISHED.  IT WAS
 NE1161'FOUND TO BE LOOSE IN THE GROUND AND WAS REINFORCED AT THIS TIME.
 NE1161'REFERENCE MARKS 2 AND 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 NE1161'TIME.  REFERENCE POINTS HAVE CHANGED CONSIDERABLY SINCE THE ORIGINAL
 NE1161'DESCRIPTION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 NE1161'
 NE1161'THE STATION IS ABOUT 15-3/4 MI. NE OF MOUNT CLEMENS, 6 MI. W OF MARINE
 NE1161'CITY, IN A PASTURE OWNED BY MR. GEORGE TURNER (WHO LIVES AT 8330
 NE1161'OAKLAND AVENUE, DETROIT, MICHIGAN).  IT IS 106 FT. S-SE OF A LONE
 NE1161'24-IN. APPLE TREE, 29 FT. NE OF A WHITE WITNESS POST, 27 FT. N OF AN
 NE1161'E-W WIRE FENCE, AND 20 FT. N OF AN 18-IN. ELM TREE.  THE MONUMENT IS
 NE1161'ABOUT 9 IN. IN DIAMETER WITH USLS 1909 ENGRAVED IN THE TOP.  A 3/8-IN.
 NE1161'BOLT SURROUNDED BY THREE SPIKES THAT ARE IN THE TOP OF THE CONCRETE
 NE1161'MONUMENT MARKS THE STATION.  THE MONUMENT IS UNDERGROUND ABOUT 14 IN.
 NE1161'
 NE1161'TO REACH THE STATION FROM THE INTERSECTION OF CASS STREET AND U.S.
 NE1161'HIGHWAY 25 (NORTH GRATIOT AVENUE) AT THE MACOMB BUILDING IN MOUNT
 NE1161'CLEMENS, GO N ON U.S. HIGHWAY 25 FOR 9.2 MI. TO TWENTY-SIX MILE ROAD
 NE1161'(MARINE CITY HIGHWAY).  TURN RIGHT AND GO E ON MARINE CITY HIGHWAY FOR
 NE1161'8.2 MI. TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE E ON MARINE CITY
 NE1161'HIGHWAY FOR 0.1 MI. TO PALMS ROAD.  CONTINUE E ON MARINE CITY HIGHWAY
 NE1161'FOR 0.15 MI. TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY
 NE1161'FOR ABOUT 100 FT. TO TWO METAL GATES ON THE RIGHT BETWEEN TWO BARNS.
 NE1161'PASS THROUGH GATES AND TURN SHARP LEFT TO ANOTHER GATE AT THE NW
 NE1161'CORNER OF A PASTURE.  PASS THROUGH GATE AND GO S-SE ACROSS THE PASTURE
 NE1161'FOR ABOUT 0.15 MI. TO THE HIGHEST POINT AT THE E-W FENCE LINE AND THE
 NE1161'STATION.
 NE1161'
 NE1161'REFERENCE MARK 1 IS A STANDARD U.S. LAKE SURVEY DISK, STAMPED CASCO
 NE1161'REF 1 1935 SET IN THE TOP OF A CONCRETE MARKER THAT IS ABOUT 5 IN. IN
 NE1161'DIAMETER AND PROJECTS ABOUT 2 IN.
 NE1161'
 NE1161'REFERENCE MARK 2 IS 1 FT. N OF THE E-W WIRE FENCE, 68 FT. SW OF THE SW
 NE1161'APPLE TREE OF A GROUP, AND 80 FT. E OF THE 18-IN. ELM TREE.  THE MARK
 NE1161'PROJECTS ABOUT 1 IN. AND THE DISK IS STAMPED CASCO USLS NO 2 1957.
 NE1161'
 NE1161'REFERENCE MARK 3 IS 82 FT. W OF THE 18-IN. ELM TREE, 68 FT. W OF THE
 NE1161'WHITE WITNESS POST, AND 1 FT. N OF THE WIRE FENCE.  THE MARK IS FLUSH
 NE1161'AND THE DISK IS STAMPED CASCO USLS NO 3 1957
 NE1161'
 NE1161'THE AZIMUTH MARK IS 41 FT. S OF THE CENTERLINE OF MARINE CITY HIGHWAY,
 NE1161'8 FT. W OF THE CENTERLINE OF A FARM LANE INTO A FIELD, AND 2 FT. N OF
 NE1161'A WHITE WOODEN WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NE1161'STAMPED CASCO USLS 1957.
 NE1161'
 NE1161'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NE1161
 NE1161                          STATION RECOVERY (1968)
 NE1161
 NE1161'RECOVERY NOTE BY US LAKE SURVEY 1968 (EFK)
 NE1161'THE STATION IS ABOUT 15- 3/4 MI. NE OF MOUNT CLEMENS, 6 MI. W OF
 NE1161'MARINE CITY, IN PASTURE OWNED BY THE LOCAL SCHOOL BOARD.
 NE1161'
 NE1161'TO REACH THE STATION FROM THE INTERSECTION OF CASS ST. AND U. S.
 NE1161'HIGHWAY 25 (NORTH GRATIOT AVENUE) AT THE MACOMB BUILDING IN MOUNT
 NE1161'CLEMENS, GO N ON U. S.  HIGHWAY 25 FOR 9.2 MI. TO TWENTY-SIX MILE RD.
 NE1161'(MARINE CITY HIGHWAY).  TURN RIGHT AND GO E ON MARINE CITY HIGHWAY FOR
 NE1161'8.2 MI. TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE E ON MARINE CITY
 NE1161'HIGHWAY FOR 0.1 MI. TO PALMS ROAD.  CONTINUE E ON MARINE CITY HIGHWAY
 NE1161'FOR 0.15 MI. TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY
 NE1161'AND VICINITY OF RMC.  RM 1, 2, AND 3 COULD NOT BE FOUND.  STATION IS
 NE1161'369.6 FT. W OF RMA, 271 FEET EAST OF RM B AND 473 FEET SOUTH OF RM C.
 NE1161'THE MONUMENT IS ABOUT 9 INCHES IN DIAMETER WITH USLS 1909 ENGRAVED IN
 NE1161'THE TOP.  A 3/8 INCH BOLT SURROUNDED BY THREE SPIKES THAT ARE IN THE
 NE1161'TOP OF THE CONCRETE MONUMENT MARKS THE STATION.  THE MONUMENT IS
 NE1161'UNDERGROUND ABOUT 14 INCHES.
 NE1161'
 NE1161'THE AZIMUTH MARK IS 41 FT. S OF THE CENTERLINE OF MARINE CITY HIGHWAY,
 NE1161'8 FT. W OF THE CENTERLINE OF A FARM LANE INTO A FIELD AND THE DISC IS
 NE1161'STAMPED CASCO USLS 1957.
 NE1161'
 NE1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 15 MILES NE OF MT
 NE1161'CLEMENS.
 NE1161
 NE1161                          STATION RECOVERY (1980)
 NE1161
 NE1161'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1161'AN EXTENSIVE SEARCH WAS MADE, BUT THE STATION COULD NOT BE LOCATED.
 NE1161'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 NE1161
 NE1161                          STATION RECOVERY (1988)
 NE1161
 NE1161'RECOVERY NOTE BY US POWER SQUADRON 1988 (SES)
 NE1161'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0608 ***********************************************************************
 QK0608  DESIGNATION -  CASE
 QK0608  PID         -  QK0608
 QK0608  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0608  COUNTRY     -  US
 QK0608  USGS QUAD   -  MILLERSBURG (2017)
 QK0608
 QK0608                         *CURRENT SURVEY CONTROL
 QK0608  ______________________________________________________________________
 QK0608* NAD 83(1994) POSITION- 45 21 01.67265(N) 084 06 40.60495(W)   ADJUSTED
 QK0608* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 QK0608  ______________________________________________________________________
 QK0608  GEOID HEIGHT    -        -36.320 (meters)                     GEOID18
 QK0608  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 QK0608  HORZ ORDER      -  THIRD
 QK0608
 QK0608.The horizontal coordinates were established by classical geodetic methods
 QK0608.and adjusted by the National Geodetic Survey in February 1997.
 QK0608
 QK0608.The orthometric height was scaled from a topographic map.
 QK0608
 QK0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0608.GEOID18 height accuracy estimate available here.
 QK0608
 QK0608.Click photographs - Photos may exist for this station.
 QK0608
 QK0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0608
 QK0608. The following values were computed from the NAD 83(1994) position.
 QK0608
 QK0608;                    North         East     Units Scale Factor Converg.
 QK0608;SPC MI C     -   226,029.296 6,020,012.087   MT  0.99993792   +0 10 49.5
 QK0608;SPC MI C     -   741,565.93 19,750,695.82   iFT  0.99993792   +0 10 49.5
 QK0608;UTM  16      - 5,025,943.650   726,282.099   MT  1.00022961   +2 03 21.5
 QK0608
 QK0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0608!SPC MI C     -   0.99996431  x   0.99993792  =   0.99990223
 QK0608!UTM  16      -   0.99996431  x   1.00022961  =   1.00019391
 QK0608
 QK0608:                Primary Azimuth Mark                     Grid Az
 QK0608:SPC MI C     -  CASE AZ MK                               349 28 51.4
 QK0608:UTM  16      -  CASE AZ MK                               347 36 19.4
 QK0608
 QK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2628225943(NAD 83)
 QK0608
 QK0608|---------------------------------------------------------------------|
 QK0608| PID    Reference Object                     Distance      Geod. Az  |
 QK0608|                                                           dddmmss.s |
 QK0608| QK0607 KING LOOKOUT TOWER                  APPROX. 5.9 KM 0151429.8 |
 QK0608| CH1795 CASE RM 1                            17.607 METERS 09325     |
 QK0608| CH1796 CASE RM 2                            11.720 METERS 18124     |
 QK0608| QK0612 PRESQUE ISLE ELEC KQB 335 MAST      APPROX. 3.5 KM 2892401.6 |
 QK0608| QK0578 OWENS LOOKOUT TOWER                 APPROX.23.2 KM 3265610.2 |
 QK0608| CH1794 CASE AZ MK                                         3493940.9 |
 QK0608|---------------------------------------------------------------------|
 QK0608
 QK0608                          SUPERSEDED SURVEY CONTROL
 QK0608
 QK0608  NAD 83(1986)-  45 21 01.66395(N)    084 06 40.60655(W) AD(       ) 3
 QK0608  NAD 27      -  45 21 01.61600(N)    084 06 40.56100(W) AD(       ) 3
 QK0608
 QK0608.Superseded values are not recommended for survey control.
 QK0608
 QK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0608.See file dsdata.pdf to determine how the superseded data were derived.
 QK0608
 QK0608_MARKER: DS = TRIANGULATION STATION DISK
 QK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0608_STAMPING: CASE 1956
 QK0608_MARK LOGO: CGS
 QK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0608+STABILITY: SURFACE MOTION
 QK0608
 QK0608  HISTORY     - Date     Condition        Report By
 QK0608  HISTORY     - 1956     MONUMENTED       CGS
 QK0608  HISTORY     - 20010331 GOOD             NGS
 QK0608
 QK0608                          STATION DESCRIPTION
 QK0608
 QK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0608'THE STATION IS LOCATED ABOUT 5 MILES EAST OF ONAWAY, ABOUT 3 MILES
 QK0608'WEST OF MILLERSBURG AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 32 FEET WEST
 QK0608'OF THE CENTER LINE OF A GRAVEL ROAD, 16 FEET NORTH OF THE CENTER LINE
 QK0608'OF A GRAVEL DRIVEWAY, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 QK0608'STONE HOUSE, 5 FEET SOUTHEAST OF A WHITE WITNESS POST 3 FEET EAST OF A
 QK0608'FENCE AND 6 FEET NORTHEAST OF A 6 INCH MAPLE TREE.  THE MARK PROJECTS
 QK0608'2 INCHES AND THE DISK IS STAMPED CASE 1956.
 QK0608'
 QK0608'TO REACH THE STATION FROM THE JUNCTION OF M 211 AND M 68 IN ONAWAY, GO
 QK0608'EAST ON M 68 (STATE STREET) FOR 5.6 MILES TO THE AZIMUTH MARK ON THE
 QK0608'LEFT. CONTINUE EAST ON M 68 FOR 0.1 MILE TO A GRAVEL SIDE ROAD RIGHT.
 QK0608'TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE
 QK0608'RIGHT.
 QK0608'
 QK0608'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD
 QK0608'AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QK0608'IS STAMPED CASE NO 1 1956.
 QK0608'
 QK0608'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 QK0608'ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL DRIVEWAY AND 2
 QK0608'FEET EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QK0608'STAMPED CASE NO 2 1956.
 QK0608'
 QK0608'THE AZIMUTH MARK IS 74 FEET NORTH OF THE CENTER LINE OF M 68, 4 FEET
 QK0608'SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD, 2 FEET SOUTHEAST OF A
 QK0608'POWER LINE POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 QK0608'PROJECTS 2 INCHES AND THE DISK IS STAMPED CASE 1956.
 QK0608'
 QK0608'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0608
 QK0608                          STATION RECOVERY (2001)
 QK0608
 QK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0838 ***********************************************************************
 OJ0838  DESIGNATION -  CASH
 OJ0838  PID         -  OJ0838
 OJ0838  STATE/COUNTY-  MI/SANILAC
 OJ0838  COUNTRY     -  US
 OJ0838  USGS QUAD   -  PECK (2017)
 OJ0838
 OJ0838                         *CURRENT SURVEY CONTROL
 OJ0838  ______________________________________________________________________
 OJ0838* NAD 83(1994) POSITION- 43 20 00.32974(N) 082 47 06.88359(W)   ADJUSTED
 OJ0838* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 OJ0838  ______________________________________________________________________
 OJ0838  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 OJ0838  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 OJ0838  HORZ ORDER      -  FIRST
 OJ0838
 OJ0838.The horizontal coordinates were established by classical geodetic methods
 OJ0838.and adjusted by the National Geodetic Survey in February 1997.
 OJ0838
 OJ0838.The orthometric height was scaled from a topographic map.
 OJ0838
 OJ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0838.GEOID18 height accuracy estimate available here.
 OJ0838
 OJ0838.Click photographs - Photos may exist for this station.
 OJ0838
 OJ0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0838
 OJ0838. The following values were computed from the NAD 83(1994) position.
 OJ0838
 OJ0838;                    North         East     Units Scale Factor Converg.
 OJ0838;SPC MI S     -   204,860.158 4,128,235.609   MT  0.99993747   +1 04 34.3
 OJ0838;SPC MI S     -   672,113.38 13,544,080.08   iFT  0.99993747   +1 04 34.3
 OJ0838;UTM  17      - 4,799,389.676   355,275.466   MT  0.99985765   -1 13 31.2
 OJ0838
 OJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0838!SPC MI S     -   0.99996903  x   0.99993747  =   0.99990650
 OJ0838!UTM  17      -   0.99996903  x   0.99985765  =   0.99982669
 OJ0838
 OJ0838:                Primary Azimuth Mark                     Grid Az
 OJ0838:SPC MI S     -  CUSTER                                   339 19 35.3
 OJ0838:UTM  17      -  CUSTER                                   341 37 40.8
 OJ0838
 OJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5527599389(NAD 83)
 OJ0838
 OJ0838|---------------------------------------------------------------------|
 OJ0838| PID    Reference Object                     Distance      Geod. Az  |
 OJ0838|                                                           dddmmss.s |
 OJ0838| OJ0750 CROSWELL SUGAR CO STACK             APPROX.15.6 KM 1182646.7 |
 OJ0838| OJ0837 CUSTER                              APPROX.15.5 KM 3402409.6 |
 OJ0838|---------------------------------------------------------------------|
 OJ0838
 OJ0838                          SUPERSEDED SURVEY CONTROL
 OJ0838
 OJ0838  NAD 83(1986)-  43 20 00.31801(N)    082 47 06.90940(W) AD(       ) 1
 OJ0838  NAD 27      -  43 20 00.23508(N)    082 47 07.15377(W) AD(       ) 1
 OJ0838
 OJ0838.Superseded values are not recommended for survey control.
 OJ0838
 OJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0838.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0838
 OJ0838_MARKER: B = BOLT
 OJ0838_SETTING: 80 = SET IN A BOULDER
 OJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0838+STABILITY: SURFACE MOTION
 OJ0838
 OJ0838  HISTORY     - Date     Condition        Report By
 OJ0838  HISTORY     - 1908     MONUMENTED       USLS
 OJ0838  HISTORY     - 1932     GOOD             USLS
 OJ0838  HISTORY     - 1980     GOOD             MIDH
 OJ0838  HISTORY     - 19940728 GOOD             USPSQD
 OJ0838
 OJ0838                          STATION DESCRIPTION
 OJ0838
 OJ0838'DESCRIBED BY US LAKE SURVEY 1932
 OJ0838'ABOUT 1 MILE SOUTH OF CASH, IN SOUTHWEST CORNER OF NE1/4NW1/4SEC. T,
 OJ0838'T. 10 N., R. 14 E., ELK TOWNSHIP, ON
 OJ0838'SOUTH SIDE OF COUNTY ROUTE 31, IN CENTER OF PASTURE FIELD, ON
 OJ0838'LAND OWNED BY PAUL DORBANT, ABOUT 9
 OJ0838'FEET EAST OF CENTER LINE OF ROAD TO CASH IF
 OJ0838'EXTENDED, 782 FEET FROM SOUTHEAST CORNER OF FRED BALLS
 OJ0838'BRICK HOUSE, AND 228 FEET
 OJ0838'FROM 12-INCH MAPLE TREE.  ORIGINALLY MARKED BY 3/8-INCH BOLTS
 OJ0838'SURROUNDED BY 3 SPIKES IN
 OJ0838'CONCRETE MONUMENTS, INSCRIBED U.S.L.S. 1908.  UPPER MARK PROJECTS
 OJ0838'12 INCHES ABOVE GROUND.
 OJ0838'LOWER MARK IS 12 INCHES BELOW SURFACE OF GROUND.  IN
 OJ0838'1932 STATION REPORTED MARKED BY BOLT IN TOP
 OJ0838'OF 3-BY 2-FOOT GRANITE BOULDER,
 OJ0838'INSCRIBED U.S.L.S. 1908, PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 OJ0838'FOLLOWING DISTANCES
 OJ0838'AND AZIMUTHS (MAG. FROM NORTH) ARE FROM STATION (IN 1908) - BRICK
 OJ0838'HOUSE, SOUTHWEST CORNER, 765
 OJ0838'FEET, 26 DEG. 24 MIN., SOUTHWEST CORNER OF BARN, 820 FEET, 14 DEG. 17
 OJ0838'MIN, SECTION CORNER, 607 FEET, 1 DEG. 05
 OJ0838'MIN., AND FENCE SOUTH OF STATION, 494 FEET, 180 DEG. 00 MIN.
 OJ0838
 OJ0838                          STATION RECOVERY (1980)
 OJ0838
 OJ0838'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0838'THE STATION WAS FOUND IN GOOD CONDITION.  THERE WAS NO INFORMATION
 OJ0838'ABOUT THE REFERENCE MARKS AND THE AZIMUTH.  THE STATION IS IN A
 OJ0838'CULTIVATED FIELD AND CAN ONLY BE DRIVEN TO FROM STONE FARMHOUSE DRIVE
 OJ0838'LOCATED ON EAST SIDE OF ORCHARD ROAD, SOUTH OF MARLETTE ROAD.
 OJ0838
 OJ0838                          STATION RECOVERY (1994)
 OJ0838
 OJ0838'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0626 ***********************************************************************
 OK0626  DESIGNATION -  CASNOVIA
 OK0626  PID         -  OK0626
 OK0626  STATE/COUNTY-  MI/MUSKEGON
 OK0626  COUNTRY     -  US
 OK0626  USGS QUAD   -  GRANT (2017)
 OK0626
 OK0626                         *CURRENT SURVEY CONTROL
 OK0626  ______________________________________________________________________
 OK0626* NAD 83(1994) POSITION- 43 15 32.54024(N) 085 50 37.88074(W)   ADJUSTED
 OK0626* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 OK0626  ______________________________________________________________________
 OK0626  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 OK0626  LAPLACE CORR    -          2.91  (seconds)                    DEFLEC18
 OK0626  HORZ ORDER      -  FIRST
 OK0626
 OK0626.The horizontal coordinates were established by classical geodetic methods
 OK0626.and adjusted by the National Geodetic Survey in February 1997.
 OK0626
 OK0626.The orthometric height was scaled from a topographic map.
 OK0626
 OK0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0626.GEOID18 height accuracy estimate available here.
 OK0626
 OK0626.Click photographs - Photos may exist for this station.
 OK0626
 OK0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0626
 OK0626. The following values were computed from the NAD 83(1994) position.
 OK0626
 OK0626;                    North         East     Units Scale Factor Converg.
 OK0626;SPC MI S     -   196,444.289 3,880,070.576   MT  0.99992815   -1 00 19.0
 OK0626;SPC MI S     -   644,502.26 12,729,890.34   iFT  0.99992815   -1 00 19.0
 OK0626;UTM  16      - 4,790,230.147   593,838.975   MT  0.99970832   +0 47 32.5
 OK0626
 OK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0626!SPC MI S     -   0.99995888  x   0.99992815  =   0.99988703
 OK0626!UTM  16      -   0.99995888  x   0.99970832  =   0.99966721
 OK0626
 OK0626:                Primary Azimuth Mark                     Grid Az
 OK0626:SPC MI S     -  CASNOVIA AZ MK                           095 15 45.3
 OK0626:UTM  16      -  CASNOVIA AZ MK                           093 27 53.8
 OK0626
 OK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9383890230(NAD 83)
 OK0626
 OK0626|---------------------------------------------------------------------|
 OK0626| PID    Reference Object                     Distance      Geod. Az  |
 OK0626|                                                           dddmmss.s |
 OK0626| CH0880 CASNOVIA RM 1                        24.485 METERS 09035     |
 OK0626| CH0879 CASNOVIA AZ MK                                     0941526.3 |
 OK0626| CH0881 CASNOVIA RM 2                        36.174 METERS 16957     |
 OK0626| OK0621 LUTH CHURCH STEEPLE N DIETRICH      APPROX.14.1 KM 1732811.2 |
 OK0626|---------------------------------------------------------------------|
 OK0626
 OK0626                          SUPERSEDED SURVEY CONTROL
 OK0626
 OK0626  NAD 83(1986)-  43 15 32.54120(N)    085 50 37.89017(W) AD(       ) 1
 OK0626  NAD 27      -  43 15 32.46300(N)    085 50 37.71300(W) AD(       ) 1
 OK0626
 OK0626.Superseded values are not recommended for survey control.
 OK0626
 OK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0626.See file dsdata.pdf to determine how the superseded data were derived.
 OK0626
 OK0626_MARKER: DS = TRIANGULATION STATION DISK
 OK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0626_STAMPING: CASNOVIA 1932
 OK0626_MARK LOGO: CGS
 OK0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0626+STABILITY: SURFACE MOTION
 OK0626
 OK0626  HISTORY     - Date     Condition        Report By
 OK0626  HISTORY     - 1932     MONUMENTED       CGS
 OK0626  HISTORY     - 1980     GOOD             MIDH
 OK0626
 OK0626                          STATION DESCRIPTION
 OK0626
 OK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0626'ABOUT 20 MILES EAST OF MUSKEGON, 3 MILES NORTHWEST OF CASNOVIA, IN NW
 OK0626'1/4 SEC. 15, T. 10 N., R. 13 W., CASNOVIA TOWNSHIP, ON LAND OWNED BY
 OK0626'FLOYD BULL, 2 FEET SOUTH OF EAST-WEST FENCE LINE WHICH FORMS SOUTH
 OK0626'BOUNDARY OF WOODS AND NORTH BOUNDARY OF CLEARING, ABOUT 150 YARDS WEST
 OK0626'OF NORTH-SOUTH FENCE LINE, 20 YARDS EAST OF WEST EDGE OF CLEARING, AND
 OK0626'ON HIGHEST GROUND IN VICINITY.
 OK0626'
 OK0626'TO REACH FROM MUSKEGON, GO EAST 23 MILES ON ROUTE M-46 TO JUNCTION
 OK0626'WITH ROUTE M-37 ABOUT 1 MILE WEST OF CASNOVIA, GO NORTH 2.0 MILES ON
 OK0626'ROUTE M-37 TO GRAVEL ROAD LEADING WEST FROM CURVE JUST WEST OF BRIDGE
 OK0626'OVER RAILROAD, TURN WEST, FOLLOW GRAVEL ROAD 1.35 MILES TO BULLS FARM
 OK0626'(GRAY HOUSE ON NORTH, RED BARN ON SOUTH), AND FOLLOW LANE SOUTH PAST
 OK0626'BARN 0.4 MILE TO STATION SITE IN CLEARING IN WOODED TRACT.
 OK0626'
 OK0626'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 OK0626'UPPERMARK PROJECTS 5 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OK0626'REFERENCE DISKS IN CONCRETE.
 OK0626'
 OK0626'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS 1 FOOT SOUTH OF EAST-WEST
 OK0626'FENCE LINE, 120 YARDS WEST OF NORTH-SOUTH FENCE LINE, AND 80.33 FEET
 OK0626'FROM STATION S 89 DEG. 25 MIN. E.
 OK0626'
 OK0626'NO. 2 PROJECTS 4 INCHES, IS IN SOUTH EDGE OF CLEARING, ABOUT 25 YARDS
 OK0626'EAST OF WEST EDGE OF CLEARING, AND 118.68 FEET FROM STATION S 10 DEG.
 OK0626'03 MIN. E.
 OK0626'
 OK0626'THE AZIMUTH MARK IS APPROXIMATELY 20 FEET WEST OF CENTER LINE OF
 OK0626'NORTH-SOUTH SECTION-LINE GRAVEL ROAD, ABOUT EQUIDISTANT BETWEEN 2
 OK0626'APPLE TREES IN NORTH-SOUTH FENCE LINE, 100 FEET SOUTH OF EAST-WEST
 OK0626'FENCE LINE, 200 FEET NORTH OF LARGE RED BARN, AND APPROXIMATELY 0.7
 OK0626'MILE FROM STATION S 85 DEG. 44 MIN. E.
 OK0626
 OK0626                          STATION RECOVERY (1980)
 OK0626
 OK0626'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0626'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 OK0626'GOOD CONDITION.  THE CLEARING STATED IN THE ORIGINAL DESCRIPTION IS
 OK0626'GONE AND THE STATION AREA IS HEAVY WOODS AND VINES.  A METAL WITNESS
 OK0626'POST WAS PLACED NEAR THE STATION.  THE STATION IS 170 FEET SOUTH FROM
 OK0626'THE NORTH WOODS LINE.
 OK0626'
 OK0626'THE AZIMUTH MARK WAS FOUND LAYING ON THE GROUND SURFACE AND SHOULD
 OK0626'BE CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1571 ***********************************************************************
 RL1571  DESIGNATION -  CASPIAN WIKB RADIO MAST
 RL1571  PID         -  RL1571
 RL1571  STATE/COUNTY-  MI/IRON
 RL1571  COUNTRY     -  US
 RL1571  USGS QUAD   -  IRON RIVER (2017)
 RL1571
 RL1571                         *CURRENT SURVEY CONTROL
 RL1571  ______________________________________________________________________
 RL1571* NAD 83(1994) POSITION- 46 03 53.28863(N) 088 38 18.66696(W)   ADJUSTED
 RL1571  ______________________________________________________________________
 RL1571  GEOID HEIGHT    -        -32.191 (meters)                     GEOID18
 RL1571  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC18
 RL1571  HORZ ORDER      -  THIRD
 RL1571
 RL1571.The horizontal coordinates were established by classical geodetic methods
 RL1571.and adjusted by the National Geodetic Survey in February 1997.
 RL1571
 RL1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1571.GEOID18 height accuracy estimate available here.
 RL1571
 RL1571.Click photographs - Photos may exist for this station.
 RL1571
 RL1571.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1571
 RL1571. The following values were computed from the NAD 83(1994) position.
 RL1571
 RL1571;                    North         East     Units Scale Factor Converg.
 RL1571;SPC MI N     -   143,737.658 7,873,243.609   MT  0.99991021   -1 11 03.5
 RL1571;SPC MI N     -   471,580.24 25,830,851.74   iFT  0.99991021   -1 11 03.5
 RL1571;SPC WI N     -   100,725.167   705,330.907   MT  0.99994695   +0 58 55.7
 RL1571;SPC WI N     -   330,462.49  2,314,073.15   sFT  0.99994695   +0 58 55.7
 RL1571;UTM  16      - 5,102,552.579   373,274.526   MT  0.99979742   -1 10 48.3
 RL1571
 RL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7327402552(NAD 83)
 RL1571
 RL1571                          SUPERSEDED SURVEY CONTROL
 RL1571
 RL1571  NAD 83(1991)-  46 03 53.28865(N)    088 38 18.66605(W) AD(       ) 3
 RL1571  NAD 83(1986)-  46 03 53.28491(N)    088 38 18.65217(W) AD(       ) 3
 RL1571  NAD 27      -  46 03 53.44300(N)    088 38 18.17600(W) AD(       ) 3
 RL1571
 RL1571.Superseded values are not recommended for survey control.
 RL1571
 RL1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1571.See file dsdata.pdf to determine how the superseded data were derived.
 RL1571
 RL1571_MARKER: 42 = RADIO/TV MAST
 RL1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1571+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 RL1571
 RL1571  HISTORY     - Date     Condition        Report By
 RL1571  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1571  HISTORY     - 20020614 GOOD             USPSQD
 RL1571
 RL1571                          STATION DESCRIPTION
 RL1571
 RL1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1571'THE STATION IS LOCATED IN CASPIAN.  IT IS OF STEEL CONSTRUCTION
 RL1571'SET ON A CONCRETE FOUNDATION, PAINTED RED AND WHITE, AND IS
 RL1571'ABOUT 180 FEET HIGH.
 RL1571'
 RL1571'THE POINT INTERSECTED WAS THE LIGHT ON TOP.
 RL1571'
 RL1571'TO REACH THE STATION FROM THE RAILROAD STATION IN CASPIAN,
 RL1571'GO WESTERLY ON CASPAIN AVENUE FOR 0.3 MILE TO TOP OF HILL AND
 RL1571'RADIO MAST ON LEFT.
 RL1571
 RL1571                          STATION RECOVERY (2002)
 RL1571
 RL1571'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0925 ***********************************************************************
 OJ0925  DESIGNATION -  CASS
 OJ0925  PID         -  OJ0925
 OJ0925  STATE/COUNTY-  MI/TUSCOLA
 OJ0925  COUNTRY     -  US
 OJ0925  USGS QUAD   -  CASS CITY (2017)
 OJ0925
 OJ0925                         *CURRENT SURVEY CONTROL
 OJ0925  ______________________________________________________________________
 OJ0925* NAD 83(1994) POSITION- 43 36 35.46945(N) 083 10 27.91073(W)   ADJUSTED
 OJ0925* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 OJ0925  ______________________________________________________________________
 OJ0925  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 OJ0925  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 OJ0925  HORZ ORDER      -  FIRST
 OJ0925
 OJ0925.The horizontal coordinates were established by classical geodetic methods
 OJ0925.and adjusted by the National Geodetic Survey in February 1997.
 OJ0925
 OJ0925.The orthometric height was scaled from a topographic map.
 OJ0925
 OJ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0925.GEOID18 height accuracy estimate available here.
 OJ0925
 OJ0925.Click photographs - Photos may exist for this station.
 OJ0925
 OJ0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0925
 OJ0925. The following values were computed from the NAD 83(1994) position.
 OJ0925
 OJ0925;                    North         East     Units Scale Factor Converg.
 OJ0925;SPC MI S     -   235,047.681 4,096,245.506   MT  0.99998693   +0 48 40.9
 OJ0925;SPC MI S     -   771,153.81 13,439,125.68   iFT  0.99998693   +0 48 40.9
 OJ0925;UTM  17      - 4,830,838.698   324,527.426   MT  0.99997874   -1 30 00.6
 OJ0925
 OJ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0925!SPC MI S     -   0.99996746  x   0.99998693  =   0.99995440
 OJ0925!UTM  17      -   0.99996746  x   0.99997874  =   0.99994621
 OJ0925
 OJ0925:                Primary Azimuth Mark                     Grid Az
 OJ0925:SPC MI S     -  CASS AZ MK                               010 22 25.8
 OJ0925:UTM  17      -  CASS AZ MK                               012 41 07.3
 OJ0925
 OJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2452730838(NAD 83)
 OJ0925
 OJ0925|---------------------------------------------------------------------|
 OJ0925| PID    Reference Object                     Distance      Geod. Az  |
 OJ0925|                                                           dddmmss.s |
 OJ0925| CH0882 CASS AZ MK                                         0111106.7 |
 OJ0925| CH0883 CASS RM 1                            52.731 METERS 08501     |
 OJ0925| OJ0924 CASS CITY MUNICIPAL TANK            APPROX. 1.3 KM 2041616.7 |
 OJ0925| CH0884 CASS RM 2                            31.081 METERS 23004     |
 OJ0925|---------------------------------------------------------------------|
 OJ0925
 OJ0925                          SUPERSEDED SURVEY CONTROL
 OJ0925
 OJ0925  NAD 83(1986)-  43 36 35.45923(N)    083 10 27.94001(W) AD(       ) 1
 OJ0925  NAD 27      -  43 36 35.39309(N)    083 10 28.13966(W) AD(       ) 1
 OJ0925
 OJ0925.Superseded values are not recommended for survey control.
 OJ0925
 OJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0925.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0925
 OJ0925_MARKER: DS = TRIANGULATION STATION DISK
 OJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0925_STAMPING: CASS 1932
 OJ0925_MARK LOGO: CGS
 OJ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0925+STABILITY: SURFACE MOTION
 OJ0925
 OJ0925  HISTORY     - Date     Condition        Report By
 OJ0925  HISTORY     - 1932     MONUMENTED       CGS
 OJ0925  HISTORY     - 1958     MARK NOT FOUND   USGS
 OJ0925  HISTORY     - 1968     MARK NOT FOUND   USGS
 OJ0925  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ0925  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0925
 OJ0925                          STATION DESCRIPTION
 OJ0925
 OJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0925'ABOUT 0.6 MILE NORTH OF MAIN CORNER OF CASS CITY, IN NW 1/4 SEC. 27,
 OJ0925'T. 14 N., R. 11 E., ON LAND OWNED BY J.E.  SEEDS, 106 FEET EAST OF
 OJ0925'CENTER LINE OF NORTH-AND-SOUTH GRAVEL SECTION-LINE ROAD WHICH GOES
 OJ0925'NORTH FROM MAIN CORNER OF CASS CITY, IN BARNYARD, 8 FEET SOUTH OF
 OJ0925'EAST-AND-WEST FENCE LINE, 55 FEET NORTH OF CENTER OF WELL SHAFT, AND
 OJ0925'99 FEET WEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF LARGE BARN.
 OJ0925'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OJ0925'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 OJ0925'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ0925'
 OJ0925'NO. 1 PROJECTS 8 INCHES, IS IN NORTHEAST FENCE CORNER OF BARN LOT, 47
 OJ0925'FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE FOUNDATION OF BARN, AND
 OJ0925'APPROXIMATELY 173 FEET FROM STATION IN AZIMUTH 265 DEG. 01 MIN.
 OJ0925'
 OJ0925'NO.  2 IS 1 FOOT EAST OF EAST RIGHT-OF-WAY FENCE OF SECTION-LINE ROAD,
 OJ0925'26 FEET EAST OF CENTER LINE OF SAME ROAD, 14 FEET NORTH OF SMALL MAPLE
 OJ0925'TREE, AND 101.97 FEET FROM STATION IN AZIMUTH 50 DEG. 04 MIN.
 OJ0925'
 OJ0925'AZIMUTH MARK PROJECTS 6 INCHES, IS 0.1 MILE EAST OF CROSSROADS, 3 FEET
 OJ0925'NORTH OF SOUTH RIGHT-OF-WAY FENCE OF EAST-AND-WEST GRAVEL ROAD, 23
 OJ0925'FEET SOUTH OF CENTER LINE OF SAME ROAD, 3 FEET WEST OF TELEPHONE POLE,
 OJ0925'29 FEET EAST OF 18-INCH BEECH TREE, ABOUT 100 YARDS WEST OF YELLOW
 OJ0925'FARMHOUSE, AND APPROXIMATELY 0.4 MILE FROM STATION IN AZIMUTH 191 DEG.
 OJ0925'11 MIN. 05 SEC.  AZIMUTH FROM STATION TO CASS CITY, NESTLES FOOD CO.,
 OJ0925'SMALL TANK, DISTANT 1 MILE, IS 37 DEG. 59 MIN. 16 SEC.
 OJ0925
 OJ0925                          STATION RECOVERY (1958)
 OJ0925
 OJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0925'STATION WAS SEARCHED FOR BUT NOT FOUND, MAY BE DESTROYED.  AREA AROUND
 OJ0925'BARN HAS BEEN CHANGED.  ONLY MARK FOUND WAS THE AZIMUTH MARK.
 OJ0925
 OJ0925                          STATION RECOVERY (1968)
 OJ0925
 OJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 OJ0925'NEW SCHOOL HAS BEEN BUILT NEAR STATION SITE.
 OJ0925'
 OJ0925'STATION NOT FOUND AFTER EXTENSIVE SEARCH, PROBABLY HAS BEEN
 OJ0925'DESTROYED.
 OJ0925
 OJ0925                          STATION RECOVERY (1980)
 OJ0925
 OJ0925'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0925'THE STATION WAS NOT LOCATED.
 OJ0925
 OJ0925                          STATION RECOVERY (1999)
 OJ0925
 OJ0925'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0925'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0819 ***********************************************************************
 RJ0819  DESIGNATION -  CASS
 RJ0819  PID         -  RJ0819
 RJ0819  STATE/COUNTY-  MI/CHIPPEWA
 RJ0819  COUNTRY     -  US
 RJ0819  USGS QUAD   -  PAYMENT (2017)
 RJ0819
 RJ0819                         *CURRENT SURVEY CONTROL
 RJ0819  ______________________________________________________________________
 RJ0819* NAD 83(1994) POSITION- 46 30 05.48617(N) 084 14 57.76851(W)   ADJUSTED
 RJ0819* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0819  ______________________________________________________________________
 RJ0819  GEOID HEIGHT    -        -36.724 (meters)                     GEOID18
 RJ0819  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 RJ0819  HORZ ORDER      -  THIRD
 RJ0819
 RJ0819.The horizontal coordinates were established by classical geodetic methods
 RJ0819.and adjusted by the National Geodetic Survey in February 1997.
 RJ0819
 RJ0819.The orthometric height was scaled from a topographic map.
 RJ0819
 RJ0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0819.GEOID18 height accuracy estimate available here.
 RJ0819
 RJ0819.Click photographs - Photos may exist for this station.
 RJ0819
 RJ0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0819
 RJ0819. The following values were computed from the NAD 83(1994) position.
 RJ0819
 RJ0819;                    North         East     Units Scale Factor Converg.
 RJ0819;SPC MI N     -   194,630.055 8,211,077.436   MT  0.99990994   +1 59 17.2
 RJ0819;SPC MI N     -   638,550.05 26,939,230.43   iFT  0.99990994   +1 59 17.2
 RJ0819;SPC MI C     -   353,954.275 6,009,005.527   MT  1.00028478   +0 04 58.3
 RJ0819;SPC MI C     - 1,161,267.31 19,714,585.06   iFT  1.00028478   +0 04 58.3
 RJ0819;UTM  16      - 5,153,448.906   711,050.205   MT  1.00014754   +1 59 45.6
 RJ0819
 RJ0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0819!SPC MI N     -   0.99997817  x   0.99990994  =   0.99988811
 RJ0819!SPC MI C     -   0.99997817  x   1.00028478  =   1.00026294
 RJ0819!UTM  16      -   0.99997817  x   1.00014754  =   1.00012570
 RJ0819
 RJ0819:                Primary Azimuth Mark                     Grid Az
 RJ0819:SPC MI N     -  ROY                                      216 36 42.4
 RJ0819:SPC MI C     -  ROY                                      218 31 01.3
 RJ0819:UTM  16      -  ROY                                      216 36 14.0
 RJ0819
 RJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1105053448(NAD 83)
 RJ0819
 RJ0819|---------------------------------------------------------------------|
 RJ0819| PID    Reference Object                     Distance      Geod. Az  |
 RJ0819|                                                           dddmmss.s |
 RJ0819| RJ0815 BRASSAR                             APPROX. 0.5 KM 0261003.8 |
 RJ0819| RJ0820 29                                   11.444 METERS 19205     |
 RJ0819| RJ0994 ROY                                 APPROX. 1.1 KM 2183559.6 |
 RJ0819|---------------------------------------------------------------------|
 RJ0819
 RJ0819                          SUPERSEDED SURVEY CONTROL
 RJ0819
 RJ0819  NAD 83(1986)-  46 30 05.47229(N)    084 14 57.78636(W) AD(       ) 3
 RJ0819  NAD 27      -  46 30 05.39600(N)    084 14 57.65300(W) AD(       ) 3
 RJ0819
 RJ0819.Superseded values are not recommended for survey control.
 RJ0819
 RJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0819.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0819
 RJ0819_MARKER: H = DRILL HOLE
 RJ0819_SETTING: 80 = SET IN A BOULDER
 RJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0819+STABILITY: SURFACE MOTION
 RJ0819
 RJ0819  HISTORY     - Date     Condition        Report By
 RJ0819  HISTORY     - 1943     MONUMENTED       IBC
 RJ0819  HISTORY     - 1958     GOOD             IBC
 RJ0819
 RJ0819                          STATION DESCRIPTION
 RJ0819
 RJ0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0819'ON SUGAR ISLAND, 2-1/2 MILES DOWNSTREAM FROM TOPSAIL ISLAND, NEAR N
 RJ0819'SIDE OF CASS POINT.  IN 1943 IT WAS OPPOSITE AN OLD WRECKED RIVER
 RJ0819'BOAT (WHICH IS 40 FEET OFFSHORE), ON OPEN GROUND AND ABOUT 20 FEET
 RJ0819'BACK FROM AND 4 FEET ABOVE THE HIGH - WATER MARK.
 RJ0819'
 RJ0819'STATION MARK IS A SHALLOW 1/2 INCH DRILL HOLE WITH TRIANGLE CUT
 RJ0819'AROUND IT IN A FLAT ROCK SHOWING A HALF CIRCLE EXPOSED ABOVE THE
 RJ0819'GROUND.  THERE ARE HOUSE NE AND SE OF THE GROUND.
 RJ0819'
 RJ0819'STATION 29 (U S L S) IS 37.55 FEET FROM STATION, S 12 DEG 05 MIN W.
 RJ0819
 RJ0819                          STATION RECOVERY (1958)
 RJ0819
 RJ0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0551 ***********************************************************************
 OJ0551  DESIGNATION -  CASS AVE USLS
 OJ0551  PID         -  OJ0551
 OJ0551  STATE/COUNTY-  MI/BAY
 OJ0551  COUNTRY     -  US
 OJ0551  USGS QUAD   -  BAY CITY (2017)
 OJ0551
 OJ0551                         *CURRENT SURVEY CONTROL
 OJ0551  ______________________________________________________________________
 OJ0551* NAD 83(1986) POSITION- 43 33 54.     (N) 083 54 12.     (W)   SCALED
 OJ0551* NAVD 88 ORTHO HEIGHT -   178.611 (meters)      585.99  (feet) ADJUSTED
 OJ0551  ______________________________________________________________________
 OJ0551  GEOID HEIGHT    -        -34.499 (meters)                     GEOID18
 OJ0551  DYNAMIC HEIGHT  -        178.576 (meters)      585.88  (feet) COMP
 OJ0551  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 OJ0551
 OJ0551  VERT ORDER      -  FIRST     CLASS 0
 OJ0551
 OJ0551.The horizontal coordinates were scaled from a map and have
 OJ0551.an estimated accuracy of +/- 6 seconds.
 OJ0551
 OJ0551.The orthometric height was determined by differential leveling and
 OJ0551.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0551.in June 1991.
 OJ0551
 OJ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0551.GEOID18 height accuracy estimate available here.
 OJ0551
 OJ0551.Click photographs - Photos may exist for this station.
 OJ0551
 OJ0551.The dynamic height is computed by dividing the NAVD 88
 OJ0551.geopotential number by the normal gravity value computed on the
 OJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0551.degrees latitude (g = 980.6199 gals.).
 OJ0551
 OJ0551.The modeled gravity was interpolated from observed gravity values.
 OJ0551
 OJ0551;                    North         East    Units  Estimated Accuracy
 OJ0551;SPC MI S     -   229,490.    4,037,430.      MT  (+/- 180 meters Scaled)
 OJ0551
 OJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ655276(NAD 83)
 OJ0551
 OJ0551                          SUPERSEDED SURVEY CONTROL
 OJ0551
 OJ0551  NGVD 29 (??/??/92)  178.757  (m)          586.47   (f) ADJ UNCH    1 0
 OJ0551
 OJ0551.Superseded values are not recommended for survey control.
 OJ0551
 OJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0551.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0551
 OJ0551_MARKER: X = CHISELED CROSS
 OJ0551_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0551_SP_SET: CURB
 OJ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0551
 OJ0551  HISTORY     - Date     Condition        Report By
 OJ0551  HISTORY     - 1912     MONUMENTED       USLS
 OJ0551  HISTORY     - 1976     GOOD             NOS
 OJ0551  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0551
 OJ0551                          STATION DESCRIPTION
 OJ0551
 OJ0551'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0551'IN BAY.
 OJ0551'ON THE EAST SIDE OF THE RIVER, ON THE NORTH SIDE OF CASS AVE.,
 OJ0551'BETWEEN HARRISON ST., AND THE RIVER, 15.4 FT. EAST OF THE EAST RAIL OF
 OJ0551'THE PENN CENTRAL RAILRAOD TRACK, 7.1 FT. EAST OF THE EAST END OF STORM
 OJ0551'SEWER INLET, BEING HIGHEST POINT ON TOP OF CURB OVER CROSS CUT IN THE
 OJ0551'CONCRETE.
 OJ0551
 OJ0551                          STATION RECOVERY (1983)
 OJ0551
 OJ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0254 ***********************************************************************
 OJ0254  DESIGNATION -  CASS CITY
 OJ0254  PID         -  OJ0254
 OJ0254  STATE/COUNTY-  MI/TUSCOLA
 OJ0254  COUNTRY     -  US
 OJ0254  USGS QUAD   -  CASS CITY (2017)
 OJ0254
 OJ0254                         *CURRENT SURVEY CONTROL
 OJ0254  ______________________________________________________________________
 OJ0254* NAD 83(2011) POSITION- 43 35 58.70620(N) 083 10 50.59180(W)   ADJUSTED
 OJ0254* NAD 83(2011) ELLIP HT-   191.860 (meters)        (12/17/13)   ADJUSTED
 OJ0254* NAD 83(2011) EPOCH   -  2010.00
 OJ0254* NAVD 88 ORTHO HEIGHT -   226.231 (meters)      742.23  (feet) ADJUSTED
 OJ0254  ______________________________________________________________________
 OJ0254  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 OJ0254  NAD 83(2011) X  -    549,330.388 (meters)                     COMP
 OJ0254  NAD 83(2011) Y  - -4,593,674.931 (meters)                     COMP
 OJ0254  NAD 83(2011) Z  -  4,376,117.640 (meters)                     COMP
 OJ0254  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 OJ0254  DYNAMIC HEIGHT  -        226.190 (meters)      742.09  (feet) COMP
 OJ0254  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 OJ0254
 OJ0254  VERT ORDER      -  SECOND    CLASS 0
 OJ0254
 OJ0254  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0254  Standards:
 OJ0254         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0254            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0254  -------------------------------------------------------------------
 OJ0254  NETWORK    0.49   1.35           0.22   0.18   0.69     -0.01969715
 OJ0254  -------------------------------------------------------------------
 OJ0254  Click here for local accuracies and other accuracy information.
 OJ0254
 OJ0254.The horizontal coordinates were established by GPS observations
 OJ0254.and adjusted by the National Geodetic Survey in December 2013.
 OJ0254
 OJ0254.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0254.been affixed to the stable North American tectonic plate. See 
 OJ0254.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0254
 OJ0254.The horizontal coordinates are valid at the epoch date displayed above
 OJ0254.which is a decimal equivalence of Year/Month/Day.
 OJ0254
 OJ0254.The orthometric height was determined by differential leveling and
 OJ0254.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0254.in June 1991.
 OJ0254
 OJ0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0254.GEOID18 height accuracy estimate available here.
 OJ0254
 OJ0254.Click photographs - Photos may exist for this station.
 OJ0254
 OJ0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0254
 OJ0254.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0254
 OJ0254.The ellipsoidal height was determined by GPS observations
 OJ0254.and is referenced to NAD 83.
 OJ0254
 OJ0254.The dynamic height is computed by dividing the NAVD 88
 OJ0254.geopotential number by the normal gravity value computed on the
 OJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0254.degrees latitude (g = 980.6199 gals.).
 OJ0254
 OJ0254.The modeled gravity was interpolated from observed gravity values.
 OJ0254
 OJ0254. The following values were computed from the NAD 83(2011) position.
 OJ0254
 OJ0254;                    North         East     Units Scale Factor Converg.
 OJ0254;SPC MI S     -   233,906.025 4,095,752.922   MT  0.99998468   +0 48 25.5
 OJ0254;SPC MI S     -   767,408.22 13,437,509.59   iFT  0.99998468   +0 48 25.5
 OJ0254;UTM  17      - 4,829,717.845   323,989.203   MT  0.99998107   -1 30 15.3
 OJ0254
 OJ0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0254!SPC MI S     -   0.99996991  x   0.99998468  =   0.99995460
 OJ0254!UTM  17      -   0.99996991  x   0.99998107  =   0.99995099
 OJ0254
 OJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2398929717(NAD 83)
 OJ0254
 OJ0254                          SUPERSEDED SURVEY CONTROL
 OJ0254
 OJ0254  NGVD 29 (??/??/92)  226.366  (m)          742.67   (f) ADJ UNCH    2 0
 OJ0254
 OJ0254.Superseded values are not recommended for survey control.
 OJ0254
 OJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0254.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0254
 OJ0254_MARKER: DB = BENCH MARK DISK
 OJ0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0254_SP_SET: WATER TANK BASE
 OJ0254_STAMPING: CASS CITY 1934
 OJ0254_MARK LOGO: CGS
 OJ0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0254+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 OJ0254
 OJ0254  HISTORY     - Date     Condition        Report By
 OJ0254  HISTORY     - 1934     MONUMENTED       CGS
 OJ0254  HISTORY     - 1971     GOOD             NGS
 OJ0254  HISTORY     - 19990530 GOOD             USPSQD
 OJ0254  HISTORY     - 20090825 GOOD             MIDT
 OJ0254  HISTORY     - 20141229 GOOD             MUXLOW
 OJ0254  HISTORY     - 20200630 GOOD             MIDT
 OJ0254
 OJ0254                          STATION DESCRIPTION
 OJ0254
 OJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OJ0254'AT CASS CITY.
 OJ0254'THE MARK IS LOCATED AT THE WEST EDGE OF CASS CITY, SET IN THE
 OJ0254'NORTHEAST CORNER OF A 3 X 3 FOOT CONCRETE BASE OF OLD WATER
 OJ0254'TANK WHICH PROJECTS ABOUT 8 INCHES, 33 FEET SOUTH OF THE
 OJ0254'CENTERLINE OF PINE STREET, 7 FEET WEST OF A FENCE CORNER, ABOUT
 OJ0254'150 FEET SOUTH OF HOUSE AT 6265 PINE ST., ABOUT 250 FEET EAST OF
 OJ0254'RAILROAD TRACK AND ABOUT 300 FEET WEST OF THE INTERSECTION OF
 OJ0254'PINE AND BROOKER STREETS.
 OJ0254
 OJ0254                          STATION RECOVERY (1999)
 OJ0254
 OJ0254'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0254'RECOVERED IN GOOD CONDITION.
 OJ0254
 OJ0254                          STATION RECOVERY (2009)
 OJ0254
 OJ0254'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0254'RECOVERED AS DESCRIBED.
 OJ0254
 OJ0254                          STATION RECOVERY (2014)
 OJ0254
 OJ0254'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2014
 OJ0254'RECOVERED IN GOOD CONDITION.
 OJ0254
 OJ0254                          STATION RECOVERY (2020)
 OJ0254
 OJ0254'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CS)
 OJ0254'THE MARK IS 22.8 INCHES (58 CM) SOUTH FROM THE SOUTH CURB SIDE OF PINE
 OJ0254'DRIVE, 50.2 INCHES (128 CM) SOUTHEAST FROM POWER POLE CONNECTED TO AN
 OJ0254'OLD BRICK BUILDING AND 6 INCH (15 CM) WEST OF A CARSONITE WITNESS
 OJ0254'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF5356 ***********************************************************************
 DF5356  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5356  DESIGNATION -  CASS CITY CORS ARP
 DF5356  CORS_ID     -  CASS
 DF5356  PID         -  DF5356
 DF5356  STATE/COUNTY-  MI/TUSCOLA
 DF5356  COUNTRY     -  US
 DF5356  USGS QUAD   -  CASS CITY (2017)
 DF5356
 DF5356                         *CURRENT SURVEY CONTROL
 DF5356  ______________________________________________________________________
 DF5356* NAD 83(2011) POSITION- 43 36 06.99103(N) 083 09 40.07822(W)   ADJUSTED
 DF5356* NAD 83(2011) ELLIP HT-   197.914 (meters)        (04/??/25)   ADJUSTED
 DF5356* NAD 83(2011) EPOCH   -  2010.00
 DF5356  ______________________________________________________________________
 DF5356  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 DF5356  NAD 83(2011) X  -    550,880.272 (meters)                     COMP
 DF5356  NAD 83(2011) Y  - -4,593,316.141 (meters)                     COMP
 DF5356  NAD 83(2011) Z  -  4,376,306.982 (meters)                     COMP
 DF5356
 DF5356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5356  Standards:
 DF5356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5356  -------------------------------------------------------------------
 DF5356  NETWORK    0.09   0.18           0.04   0.02   0.09     -0.05493200
 DF5356  -------------------------------------------------------------------
 DF5356
 DF5356.The coordinates were established by GPS observations
 DF5356.and adjusted by the National Geodetic Survey in April 2025.
 DF5356
 DF5356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5356.been affixed to the stable North American Tectonic Plate. 
 DF5356
 DF5356.The coordinates are valid at the epoch date displayed above
 DF5356.which is a decimal equivalence of Year/Month/Day.
 DF5356
 DF5356.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF5356.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF5356.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF5356.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF5356.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF5356.published epoch of 2010.00.
 DF5356
 DF5356.Additional information on MYCS is available at:
 DF5356.https://geodesy.noaa.gov/CORS/index.shtml
 DF5356
 DF5356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5356.GEOID18 height accuracy estimate available here.
 DF5356
 DF5356.The PID for the CORS L1 Phase Center is DG4071.
 DF5356
 DF5356.Click photographs - Photos may exist for this station.
 DF5356
 DF5356.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5356
 DF5356.The ellipsoidal height was determined by GPS observations
 DF5356.and is referenced to NAD 83.
 DF5356
 DF5356. The following values were computed from the NAD 83(2011) position.
 DF5356
 DF5356;                    North         East     Units Scale Factor Converg.
 DF5356;SPC MI S     -   234,184.145 4,097,330.610   MT  0.99998519   +0 49 13.4
 DF5356;SPC MI S     -   768,320.69 13,442,685.73   iFT  0.99998519   +0 49 13.4
 DF5356;UTM  17      - 4,829,932.112   325,576.811   MT  0.99997423   -1 29 26.8
 DF5356
 DF5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5356!SPC MI S     -   0.99996897  x   0.99998519  =   0.99995416
 DF5356!UTM  17      -   0.99996897  x   0.99997423  =   0.99994320
 DF5356
 DF5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2557629932(NAD 83)
 DF5356
 DF5356                          SUPERSEDED SURVEY CONTROL
 DF5356
 DF5356  NAD 83(2011)-  43 36 06.99114(N)    083 09 40.07822(W) AD(2010.00) c
 DF5356  ELLIP H (06/??/19)  197.917  (m)                       GP(2010.00) c c
 DF5356  NAD 83(2011)-  43 36 06.99134(N)    083 09 40.07806(W) AD(2010.00) c
 DF5356  NAD 83(2011)-  43 36 06.99112(N)    083 09 40.07815(W) AD(2010.00) c
 DF5356  ELLIP H (08/??/11)  197.915  (m)                       GP(2010.00) c c
 DF5356  NAD 83(CORS)-  43 36 06.99138(N)    083 09 40.07878(W) AD(2002.00) c
 DF5356  ELLIP H (05/??/03)  197.927  (m)                       GP(2002.00) c c
 DF5356
 DF5356.Superseded values are not recommended for survey control.
 DF5356
 DF5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5356.See file dsdata.pdf to determine how the superseded data were derived.
 DF5356
 DF5356_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5356
 DF5356                          STATION DESCRIPTION
 DF5356
 DF5356'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF5356'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF5356'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF5356'AND LOG FILES ACCESSIBLE AT:
 DF5356'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DO8514 ***********************************************************************
 DO8514  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO8514  DESIGNATION -  CASS CITY CORS ARP
 DO8514  CORS_ID     -  MICC
 DO8514  PID         -  DO8514
 DO8514  STATE/COUNTY-  MI/TUSCOLA
 DO8514  COUNTRY     -  US
 DO8514  USGS QUAD   -  CASS CITY (2017)
 DO8514
 DO8514                         *CURRENT SURVEY CONTROL
 DO8514  ______________________________________________________________________
 DO8514* NAD 83(2011) POSITION- 43 36 26.47825(N) 083 10 19.14565(W)   ADJUSTED
 DO8514* NAD 83(2011) ELLIP HT-   211.913 (meters)        (04/??/25)   ADJUSTED
 DO8514* NAD 83(2011) EPOCH   -  2010.00
 DO8514  ______________________________________________________________________
 DO8514  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 DO8514  NAD 83(2011) X  -    549,962.158 (meters)                     COMP
 DO8514  NAD 83(2011) Y  - -4,593,018.603 (meters)                     COMP
 DO8514  NAD 83(2011) Z  -  4,376,752.150 (meters)                     COMP
 DO8514
 DO8514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8514  Standards:
 DO8514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8514  -------------------------------------------------------------------
 DO8514  NETWORK    0.12   0.21           0.06   0.03   0.10     -0.18148000
 DO8514  -------------------------------------------------------------------
 DO8514
 DO8514.The coordinates were established by GPS observations
 DO8514.and adjusted by the National Geodetic Survey in April 2025.
 DO8514
 DO8514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8514.been affixed to the stable North American Tectonic Plate. 
 DO8514
 DO8514.The coordinates are valid at the epoch date displayed above
 DO8514.which is a decimal equivalence of Year/Month/Day.
 DO8514
 DO8514.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO8514.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO8514.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO8514.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO8514.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO8514.published epoch of 2010.00.
 DO8514
 DO8514.Additional information on MYCS is available at:
 DO8514.https://geodesy.noaa.gov/CORS/index.shtml
 DO8514
 DO8514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8514.GEOID18 height accuracy estimate available here.
 DO8514
 DO8514.The PID for the CORS L1 Phase Center is DR6187.
 DO8514
 DO8514.Click photographs - Photos may exist for this station.
 DO8514
 DO8514.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO8514
 DO8514.The ellipsoidal height was determined by GPS observations
 DO8514.and is referenced to NAD 83.
 DO8514
 DO8514. The following values were computed from the NAD 83(2011) position.
 DO8514
 DO8514;                    North         East     Units Scale Factor Converg.
 DO8514;SPC MI S     -   234,773.009 4,096,445.978   MT  0.99998638   +0 48 46.9
 DO8514;SPC MI S     -   770,252.65 13,439,783.39   iFT  0.99998638   +0 48 46.9
 DO8514;UTM  17      - 4,830,556.167   324,716.655   MT  0.99997793   -1 29 54.3
 DO8514
 DO8514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8514!SPC MI S     -   0.99996677  x   0.99998638  =   0.99995315
 DO8514!UTM  17      -   0.99996677  x   0.99997793  =   0.99994470
 DO8514
 DO8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2471630556(NAD 83)
 DO8514
 DO8514                          SUPERSEDED SURVEY CONTROL
 DO8514
 DO8514  NAD 83(2011)-  43 36 26.47838(N)    083 10 19.14586(W) AD(2010.00) c
 DO8514  ELLIP H (06/??/19)  211.932  (m)                       GP(2010.00) c c
 DO8514  NAD 83(2011)-  43 36 26.47856(N)    083 10 19.14564(W) AD(2010.00) c
 DO8514  ELLIP H (07/??/13)  211.926  (m)                       GP(2010.00) c c
 DO8514
 DO8514.Superseded values are not recommended for survey control.
 DO8514
 DO8514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8514.See file dsdata.pdf to determine how the superseded data were derived.
 DO8514
 DO8514_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO8514
 DO8514                          STATION DESCRIPTION
 DO8514
 DO8514'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO8514'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO8514'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO8514'AND LOG FILES ACCESSIBLE AT:
 DO8514'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0924 ***********************************************************************
 OJ0924  DESIGNATION -  CASS CITY MUNICIPAL TANK
 OJ0924  PID         -  OJ0924
 OJ0924  STATE/COUNTY-  MI/TUSCOLA
 OJ0924  COUNTRY     -  US
 OJ0924  USGS QUAD   -  CASS CITY (2017)
 OJ0924
 OJ0924                         *CURRENT SURVEY CONTROL
 OJ0924  ______________________________________________________________________
 OJ0924* NAD 83(1994) POSITION- 43 35 58.52084(N) 083 10 50.83569(W)   ADJUSTED
 OJ0924  ______________________________________________________________________
 OJ0924  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 OJ0924  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 OJ0924  HORZ ORDER      -  THIRD
 OJ0924
 OJ0924.The horizontal coordinates were established by classical geodetic methods
 OJ0924.and adjusted by the National Geodetic Survey in February 1997.
 OJ0924
 OJ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0924.GEOID18 height accuracy estimate available here.
 OJ0924
 OJ0924.Click photographs - Photos may exist for this station.
 OJ0924
 OJ0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0924
 OJ0924. The following values were computed from the NAD 83(1994) position.
 OJ0924
 OJ0924;                    North         East     Units Scale Factor Converg.
 OJ0924;SPC MI S     -   233,900.228 4,095,747.533   MT  0.99998467   +0 48 25.3
 OJ0924;SPC MI S     -   767,389.20 13,437,491.91   iFT  0.99998467   +0 48 25.3
 OJ0924;UTM  17      - 4,829,712.270   323,983.584   MT  0.99998110   -1 30 15.4
 OJ0924
 OJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2398329712(NAD 83)
 OJ0924
 OJ0924                          SUPERSEDED SURVEY CONTROL
 OJ0924
 OJ0924  NAD 83(1986)-  43 35 58.51097(N)    083 10 50.86476(W) AD(       ) 3
 OJ0924  NAD 27      -  43 35 58.44466(N)    083 10 51.06340(W) AD(       ) 3
 OJ0924
 OJ0924.Superseded values are not recommended for survey control.
 OJ0924
 OJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0924.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0924
 OJ0924_MARKER: 53 = ELEVATED TANK
 OJ0924
 OJ0924  HISTORY     - Date     Condition        Report By
 OJ0924  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ0924
 OJ0924                          STATION DESCRIPTION
 OJ0924
 OJ0924'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME3276 ***********************************************************************
 ME3276  CBN         -  This is a Cooperative Base Network Control Station.
 ME3276  PACS        -  This is a Primary Airport Control Station.
 ME3276  DESIGNATION -  CASSPORT
 ME3276  PID         -  ME3276
 ME3276  STATE/COUNTY-  MI/CASS
 ME3276  COUNTRY     -  US
 ME3276  USGS QUAD   -  DOWAGIAC (2017)
 ME3276
 ME3276                         *CURRENT SURVEY CONTROL
 ME3276  ______________________________________________________________________
 ME3276* NAD 83(2011) POSITION- 41 59 38.50022(N) 086 07 19.29133(W)   ADJUSTED
 ME3276* NAD 83(2011) ELLIP HT-   193.234 (meters)        (06/27/12)   ADJUSTED
 ME3276* NAD 83(2011) EPOCH   -  2010.00
 ME3276* NAVD 88 ORTHO HEIGHT -   226.63  (meters)      743.5   (feet) GPS OBS
 ME3276  ______________________________________________________________________
 ME3276  NAVD 88 orthometric height was determined with geoid model    GEOID93
 ME3276  GEOID HEIGHT    -        -33.202 (meters)                     GEOID93
 ME3276  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 ME3276  NAD 83(2011) X  -    321,087.629 (meters)                     COMP
 ME3276  NAD 83(2011) Y  - -4,736,716.117 (meters)                     COMP
 ME3276  NAD 83(2011) Z  -  4,245,240.134 (meters)                     COMP
 ME3276  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 ME3276  OBS GRAVITY     -    980,284.1   (mgal)                       GRAV_OBS
 ME3276
 ME3276
 ME3276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3276  Standards:
 ME3276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3276  -------------------------------------------------------------------
 ME3276  NETWORK    0.63   1.45           0.30   0.19   0.74     -0.04039861
 ME3276  -------------------------------------------------------------------
 ME3276  Click here for local accuracies and other accuracy information.
 ME3276
 ME3276.This mark is at Dowagiac Airport (C91)
 ME3276
 ME3276.The horizontal coordinates were established by GPS observations
 ME3276.and adjusted by the National Geodetic Survey in June 2012.
 ME3276
 ME3276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3276.been affixed to the stable North American tectonic plate. See 
 ME3276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3276
 ME3276.The horizontal coordinates are valid at the epoch date displayed above
 ME3276.which is a decimal equivalence of Year/Month/Day.
 ME3276
 ME3276.The orthometric height was determined by GPS observations and a
 ME3276.high-resolution geoid model.
 ME3276
 ME3276.GPS derived orthometric heights for airport stations designated as
 ME3276.PACS or SACS are published to 2 decimal places.  This maintains
 ME3276.centimeter relative accuracy between the PACS and SACS.  It does
 ME3276.not indicate centimeter accuracy relative to other marks which are
 ME3276.part of the published vertical control network.
 ME3276
 ME3276.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3276.GEOID18 height accuracy estimate available here.
 ME3276
 ME3276.Click photographs - Photos may exist for this station.
 ME3276
 ME3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3276
 ME3276.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3276
 ME3276.The ellipsoidal height was determined by GPS observations
 ME3276.and is referenced to NAD 83.
 ME3276
 ME3276.The observed gravity was obtained from relative gravimeter ties
 ME3276.to the IGSN71 gravity network.
 ME3276
 ME3276. The following values were computed from the NAD 83(2011) position.
 ME3276
 ME3276;                    North         East     Units Scale Factor Converg.
 ME3276;SPC MI S     -    56,392.853 3,854,560.240   MT  1.00002677   -1 11 40.5
 ME3276;SPC MI S     -   185,015.92 12,646,195.01   iFT  1.00002677   -1 11 40.5
 ME3276;UTM  16      - 4,649,485.925   572,718.873   MT  0.99966507   +0 35 14.8
 ME3276
 ME3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3276!SPC MI S     -   0.99996969  x   1.00002677  =   0.99999646
 ME3276!UTM  16      -   0.99996969  x   0.99966507  =   0.99963477
 ME3276
 ME3276:                Primary Azimuth Mark                     Grid Az
 ME3276:SPC MI S     -  CASSPORT AZ MK                           270 55 33.4
 ME3276:UTM  16      -  CASSPORT AZ MK                           269 08 38.1
 ME3276
 ME3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7271849485(NAD 83)
 ME3276
 ME3276|---------------------------------------------------------------------|
 ME3276| PID    Reference Object                     Distance      Geod. Az  |
 ME3276|                                                           dddmmss.s |
 ME3276| ME3277 CASSPORT AZ MK                      APPROX. 0.5 KM 2694352.9 |
 ME3276|---------------------------------------------------------------------|
 ME3276
 ME3276                          SUPERSEDED SURVEY CONTROL
 ME3276
 ME3276  NAD 83(2007)-  41 59 38.50035(N)    086 07 19.29232(W) AD(2002.00) 0
 ME3276  ELLIP H (02/10/07)  193.254  (m)                       GP(2002.00)    
 ME3276  ELLIP H (07/12/02)  193.291  (m)                       GP(       ) 4 2
 ME3276  NAD 83(1994)-  41 59 38.50008(N)    086 07 19.29223(W) AD(       ) B
 ME3276  ELLIP H (09/20/95)  193.307  (m)                       GP(       ) 1 2
 ME3276  NAD 83(1986)-  41 59 38.50277(N)    086 07 19.30367(W) AD(       ) 1
 ME3276  NAD 83(1986)-  41 59 38.49706(N)    086 07 19.31437(W) AD(       ) 3
 ME3276  NAVD 88 (09/30/91)  226.60   (m)  UNKNOWN  model used  GPS OBS        
 ME3276  NGVD 29 (03/27/91)  226.85   (m)  OSU 89B  model used  GPS OBS        
 ME3276
 ME3276.Superseded values are not recommended for survey control.
 ME3276
 ME3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3276.See file dsdata.pdf to determine how the superseded data were derived.
 ME3276
 ME3276_MARKER: F = FLANGE-ENCASED ROD
 ME3276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3276_STAMPING: CASSPORT 1989
 ME3276_MARK LOGO: NGS
 ME3276_PROJECTION: FLUSH
 ME3276_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3276+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 ME3276_ROD/PIPE-DEPTH: 13.4 meters
 ME3276_SLEEVE-DEPTH  : 0.9 meters
 ME3276
 ME3276  HISTORY     - Date     Condition        Report By
 ME3276  HISTORY     - 1989     MONUMENTED       NGS
 ME3276  HISTORY     - 19910715 GOOD             NGS
 ME3276  HISTORY     - 19940913 GOOD             NGS
 ME3276  HISTORY     - 19950728 GOOD             LOCENG
 ME3276  HISTORY     - 19970805 GOOD             NGS
 ME3276  HISTORY     - 19980810 GOOD             JCLS
 ME3276  HISTORY     - 20001024 GOOD             MI-159
 ME3276  HISTORY     - 20050525 GOOD             MIDT
 ME3276  HISTORY     - 20100901 GOOD             JCLS
 ME3276
 ME3276                          STATION DESCRIPTION
 ME3276
 ME3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ME3276'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-NORTHWEST OF
 ME3276'DOWAGIAC, AT THE DOWAGIAC CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3276'NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY.  OWNERSHIP---CITY
 ME3276'OF DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576, DOWAGIAC
 ME3276'MI 49047.  PHONE IS (616) 782-8530.
 ME3276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.50 MI) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.60 MI)
 ME3276'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3276'THEN NORTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3276'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI)
 ME3276'ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END
 ME3276'27.
 ME3276'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 ME3276'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 ME3276'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 ME3276'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 ME3276'LOCATED 52.1 M (170.9 FT) WEST FROM THE CENTER SUPPORT LEG FOR A RED
 ME3276'STROBE LIGHT, 32.2 M (105.6 FT) NORTHWEST FROM THE NORTHEAST CORNER OF
 ME3276'THE PAVED RUNWAY AND 23.3 M (76.4 FT) NORTH FROM THE NORTH EDGE OF THE
 ME3276'PAVED RUNWAY.
 ME3276'NOTE-AIRPORT MANAGER WOULD LIKE A DAYS NOTICE BEFORE SURVEY IS DONE.
 ME3276'DESCRIBED BY K.L. FANCHER.
 ME3276'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME3276
 ME3276                          STATION RECOVERY (1991)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ME3276'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) WEST-NORTHWEST OF
 ME3276'DOWAGIAC, AT THE DOWAGIAC/CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3276'NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY.  OWNERSHIP---CITY
 ME3276'OF DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576,
 ME3276'DOWAGIAC, MI. 49047.  PHONE (616) 782-8530.
 ME3276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.5 MI) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.6 MI)
 ME3276'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3276'THEN NORTHWEST FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3276'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 KM (0.1 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM (0.1 MI)
 ME3276'ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END
 ME3276'27.
 ME3276'LOCATED 52.1 M (170.9 FT) WEST FROM THE CENTER SUPPORT LEG FOR A RED
 ME3276'STROBE LIGHT, 32.2 M (105.6 FT) NORTHWEST FROM THE NORTHEAST CORNER
 ME3276'OF THE PAVED RUNWAY AND 23.3 M (76.4 FT) NORTH FROM THE NORTH EDGE OF
 ME3276'THE PAVED RUNWAY.
 ME3276
 ME3276                          STATION RECOVERY (1994)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 ME3276'NOTE--CALL IN ADVANCE (616) 782-8530 TO MAKE ARRANGEMENTS TO GET ONTO
 ME3276'AIRPORT GROUNDS.  AIRPORT MANAGER AT THIS TIME WAS JOHN AMUNDSEN.
 ME3276'STATION IS LOCATED IN QUAD 410861, ABOUT 1.2 MI (1.9 KM)
 ME3276'WEST-NORTHWEST OF DOWAGIAC, AT THE DOWAGIAC/CASS COUNTY MEMORIAL
 ME3276'AIRPORT, ALONG THE NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY,
 ME3276'IN THE NORTHWEST 1/4 OF SECTION 36, T 5 S, R 16 W, SILVER CREEK
 ME3276'TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND 62 IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.5 MI (0.8 KM) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 0.6 MI (1.0 KM)
 ME3276'ON PRAIRIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH THEN NORTHWEST FOR 0.1 MI (0.2 KM) ON THE AIRPORT ENTRANCE ROAD
 ME3276'TO THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 MI (0.2 KM) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) ON
 ME3276'THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END 27.
 ME3276'STATION IS 170.9 FT (52.1 M) WEST FROM THE CENTER SUPPORT LEG FOR A
 ME3276'REIL, 105.6 FT (32.2 M) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 ME3276'PAVED RUNWAY, AND 76.4 FT (23.3 M) NORTH FROM THE NORTH EDGE OF THE
 ME3276'PAVED RUNWAY.
 ME3276
 ME3276                          STATION RECOVERY (1995)
 ME3276
 ME3276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (1997)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (1998)
 ME3276
 ME3276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME3276'RECOVERED IN GOOD CONDITION.
 ME3276
 ME3276                          STATION RECOVERY (2000)
 ME3276
 ME3276'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 ME3276'MARK IS 75+ FT WEST OF EAST END OF RUNWAY AT END OF RUNWAY. MARKER
 ME3276'LIGHTS AND 72 FT NORTH OF NORTH EDGE OF RUNWAY PAVING AT EDGE OF CROP
 ME3276'FIELD - HAS A BLUE AND YELLOW POST BESIDE IT ON SOUTH SIDE.
 ME3276
 ME3276                          STATION RECOVERY (2005)
 ME3276
 ME3276'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (AWS)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (2010)
 ME3276
 ME3276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 ME3276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME3277 ***********************************************************************
 ME3277  DESIGNATION -  CASSPORT AZ MK
 ME3277  PID         -  ME3277
 ME3277  STATE/COUNTY-  MI/CASS
 ME3277  COUNTRY     -  US
 ME3277  USGS QUAD   -  SUMNERVILLE (2017)
 ME3277
 ME3277                         *CURRENT SURVEY CONTROL
 ME3277  ______________________________________________________________________
 ME3277* NAD 83(1994) POSITION- 41 59 38.41634(N) 086 07 43.04350(W)   ADJUSTED
 ME3277* NAD 83(1994) ELLIP HT-   191.448 (meters)        (07/17/02)   ADJUSTED
 ME3277* NAVD 88 ORTHO HEIGHT -   224.8   (meters)      738.    (feet) GPS OBS
 ME3277  ______________________________________________________________________
 ME3277  NAVD 88 orthometric height was determined with an earlier geoid model
 ME3277  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 ME3277  NAD 83(1994) X  -    320,542.203 (meters)                     COMP
 ME3277  NAD 83(1994) Y  - -4,736,753.464 (meters)                     COMP
 ME3277  NAD 83(1994) Z  -  4,245,237.015 (meters)                     COMP
 ME3277  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 ME3277  HORZ ORDER      -  FIRST
 ME3277  ELLP ORDER      -  FOURTH    CLASS I
 ME3277
 ME3277.This mark is at Dowagiac Airport (C91)
 ME3277
 ME3277.The horizontal coordinates were established by GPS observations
 ME3277.and adjusted by the National Geodetic Survey in February 1997.
 ME3277
 ME3277.The orthometric height was determined by GPS observations and a
 ME3277.high-resolution geoid model.
 ME3277
 ME3277.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3277.GEOID18 height accuracy estimate available here.
 ME3277
 ME3277.Click photographs - Photos may exist for this station.
 ME3277
 ME3277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3277
 ME3277.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3277
 ME3277.The ellipsoidal height was determined by GPS observations
 ME3277.and is referenced to NAD 83.
 ME3277
 ME3277. The following values were computed from the NAD 83(1994) position.
 ME3277
 ME3277;                    North         East     Units Scale Factor Converg.
 ME3277;SPC MI S     -    56,401.684 3,854,013.605   MT  1.00002678   -1 11 56.6
 ME3277;SPC MI S     -   185,044.90 12,644,401.59   iFT  1.00002678   -1 11 56.6
 ME3277;UTM  16      - 4,649,477.756   572,172.425   MT  0.99966409   +0 34 58.9
 ME3277
 ME3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3277!SPC MI S     -   0.99996997  x   1.00002678  =   0.99999675
 ME3277!UTM  16      -   0.99996997  x   0.99966409  =   0.99963407
 ME3277
 ME3277:                Primary Azimuth Mark                     Grid Az
 ME3277:SPC MI S     -  CASSPORT                                 090 55 33.6
 ME3277:UTM  16      -  CASSPORT                                 089 08 38.1
 ME3277
 ME3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7217249477(NAD 83)
 ME3277
 ME3277|---------------------------------------------------------------------|
 ME3277| PID    Reference Object                     Distance      Geod. Az  |
 ME3277|                                                           dddmmss.s |
 ME3277| ME3276 CASSPORT                            APPROX. 0.5 KM 0894337.0 |
 ME3277|---------------------------------------------------------------------|
 ME3277
 ME3277                          SUPERSEDED SURVEY CONTROL
 ME3277
 ME3277  ELLIP H (02/03/97)  191.464  (m)                       GP(       ) 4 1
 ME3277  NAD 83(1986)-  41 59 38.41901(N)    086 07 43.05492(W) AD(       ) 1
 ME3277  NAD 83(1986)-  41 59 38.41318(N)    086 07 43.06521(W) AD(       ) 3
 ME3277  NGVD 29 (03/27/91)  225.1    (m)  OSU 89B  model used  GPS OBS        
 ME3277
 ME3277.Superseded values are not recommended for survey control.
 ME3277
 ME3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3277.See file dsdata.pdf to determine how the superseded data were derived.
 ME3277
 ME3277_MARKER: I = METAL ROD
 ME3277_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3277_STAMPING: CASSPORT AZ MK
 ME3277_MARK LOGO: NGS
 ME3277_PROJECTION: FLUSH
 ME3277_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3277+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ME3277_ROD/PIPE-DEPTH: 11.8 meters
 ME3277_SLEEVE-DEPTH  : 1.0 meters
 ME3277
 ME3277  HISTORY     - Date     Condition        Report By
 ME3277  HISTORY     - 1989     MONUMENTED       NGS
 ME3277
 ME3277                          STATION DESCRIPTION
 ME3277
 ME3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ME3277'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-NORTHWEST OF
 ME3277'DOWAGIAC, AT THE DOWAGIAC CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3277'NORTH EDGE, NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF
 ME3277'DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576, DOWAGIAC MI
 ME3277'49047.  PHONE IS (616) 782-8530.
 ME3277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3277'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.50 MI) ON HIGHWAY 51 TO A
 ME3277'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.60 MI)
 ME3277'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3277'THEN NORTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3277'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3277'NORTH FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3277'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI)
 ME3277'ON THE CONNECTING TAXIWAY AND THE PAVED RUNWAY TO THE STATION ON THE
 ME3277'RIGHT BETWEEN THE 9TH AND 10TH RUNWAY LIGHTS WEST FROM THE EAST END OF
 ME3277'THE PAVED RUNWAY.
 ME3277'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 ME3277'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.8 METERS IN A GREASE
 ME3277'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 ME3277'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 ME3277'34.5 M (113.2 FT) NORTHWEST FROM THE 9TH RUNWAY LIGHT WEST FROM THE
 ME3277'EAST END OF THE PAVED RUNWAY, 34.3 M (112.5 FT) NORTHEAST FROM THE
 ME3277'10TH RUNWAY LIGHT WEST FROM THE EAST END OF THE PAVED RUNWAY AND 20.1
 ME3277'M (65.9 FT) NORTH FROM THE NORTH EDGE OF THE PAVED RUNWAY.
 ME3277'NOTE-AIRPORT MANAGER WANTS A DAYS NOTICE BEFORE SURVEY IS DONE.
 ME3277'DESCRIBED BY K.L. FANCHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0831 ***********************************************************************
 QK0831  DESIGNATION -  CAT HEAD
 QK0831  PID         -  QK0831
 QK0831  STATE/COUNTY-  MI/LEELANAU
 QK0831  COUNTRY     -  US
 QK0831  USGS QUAD   -  NORTHPORT (2017)
 QK0831
 QK0831                         *CURRENT SURVEY CONTROL
 QK0831  ______________________________________________________________________
 QK0831* NAD 83(1994) POSITION- 45 10 58.06112(N) 085 37 05.53900(W)   ADJUSTED
 QK0831* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 QK0831  ______________________________________________________________________
 QK0831  GEOID HEIGHT    -        -35.467 (meters)                     GEOID18
 QK0831  LAPLACE CORR    -          6.68  (seconds)                    DEFLEC18
 QK0831  HORZ ORDER      -  FIRST
 QK0831
 QK0831.The horizontal coordinates were established by classical geodetic methods
 QK0831.and adjusted by the National Geodetic Survey in February 1997.
 QK0831
 QK0831.The orthometric height was scaled from a topographic map.
 QK0831
 QK0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0831.GEOID18 height accuracy estimate available here.
 QK0831
 QK0831.Click photographs - Photos may exist for this station.
 QK0831
 QK0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0831
 QK0831. The following values were computed from the NAD 83(1994) position.
 QK0831
 QK0831;                    North         East     Units Scale Factor Converg.
 QK0831;SPC MI C     -   208,123.625 5,901,646.047   MT  0.99992142   -0 53 02.7
 QK0831;SPC MI C     -   682,820.29 19,362,355.80   iFT  0.99992142   -0 53 02.7
 QK0831;UTM  16      - 5,004,185.590   608,559.667   MT  0.99974491   +0 58 49.0
 QK0831
 QK0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0831!SPC MI C     -   0.99997391  x   0.99992142  =   0.99989533
 QK0831!UTM  16      -   0.99997391  x   0.99974491  =   0.99971882
 QK0831
 QK0831:                Primary Azimuth Mark                     Grid Az
 QK0831:SPC MI C     -  SWENSON                                  192 01 38.4
 QK0831:UTM  16      -  SWENSON                                  190 09 46.7
 QK0831
 QK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR0855904185(NAD 83)
 QK0831
 QK0831|---------------------------------------------------------------------|
 QK0831| PID    Reference Object                     Distance      Geod. Az  |
 QK0831|                                                           dddmmss.s |
 QK0831| QK0853 BEAVER IS LIGHTHOUSE                APPROX.43.8 KM 0043355.4 |
 QK0831| CH1797 CAT HEAD RM 1                                      14753     |
 QK0831| QK0833 SWENSON                             APPROX.11.4 KM 1910835.7 |
 QK0831| CH1798 CAT HEAD RM 2                         7.410 METERS 23514     |
 QK0831| QK0834 NORTH MANITOU IS LIGHTHOUSE         APPROX.30.2 KM 2440209.3 |
 QK0831| QK0838 SOUTH FOX LIGHTHOUSE                APPROX.27.7 KM 3214620.5 |
 QK0831|---------------------------------------------------------------------|
 QK0831
 QK0831                          SUPERSEDED SURVEY CONTROL
 QK0831
 QK0831  NAD 83(1986)-  45 10 58.05929(N)    085 37 05.53583(W) AD(       ) 1
 QK0831  NAD 27      -  45 10 58.07815(N)    085 37 05.16405(W) AD(       ) 1
 QK0831  USSD        -  45 10 58.48500(N)    085 37 04.51700(W) AD(       ) 3
 QK0831
 QK0831.Superseded values are not recommended for survey control.
 QK0831
 QK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0831.See file dsdata.pdf to determine how the superseded data were derived.
 QK0831
 QK0831_MARKER: I = METAL ROD
 QK0831_SETTING: 0 = UNSPECIFIED SETTING
 QK0831
 QK0831  HISTORY     - Date     Condition        Report By
 QK0831  HISTORY     - 1860     MONUMENTED       USLS
 QK0831  HISTORY     - 1932     GOOD             CGS
 QK0831  HISTORY     - 1954     GOOD             USGS
 QK0831  HISTORY     - 1966     GOOD             USLS
 QK0831  HISTORY     - 1980     GOOD             MIDH
 QK0831
 QK0831                          STATION DESCRIPTION
 QK0831
 QK0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HWH)
 QK0831'ON CATHEAD POINT, ABOUT 4 MILES NORTH OF NORTHPORT, IN
 QK0831'SEC. 15, T. 32 N., R. 11 W., ON LAND OWNED BY
 QK0831'L.G. GARDNER, WHO OWNS A COTTAGE 1/4 MILE EAST OF STATION.
 QK0831'
 QK0831'TO REACH THE STATION FROM NORTHPORT, GO NORTH ON LEELANAU COUNTY
 QK0831'ROUTE 633 (MACADAM ROAD) 1.6 MILES TO GRAVEL ROAD LEADING STRAIGHT
 QK0831'NORTH FROM WHERE MACADAM CURVES TO EAST, GO NORTH AND WEST ON GRAVEL
 QK0831'ROAD 1.2 MILES TO BEECH TREE WITH MAIL BOXES ON RIGHT AT ROAD FORK,
 QK0831'TURN RIGHT (NORTH) ON SANDY DIRT ROAD 1.0 MILE TO SECOND GATE WITH
 QK0831'ROAD 1.0 MILE TO SECOND GATE WITH LARGE STONE POSTS.  STATION IS ON
 QK0831'RIDGE OF HIGHEST WOODED SAND DUNE, 1/4 MILE DISTANT N 36 DEGREES
 QK0831'E FROM THIS GATE.
 QK0831'
 QK0831'MARK IS COPPER PIN IN CONCRETE BLOCK, 1 FOOT BELOW SURFACE OF GROUND.
 QK0831'
 QK0831'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  REFERENCE
 QK0831'MARK NO. 1 IS AT NORTHWEST CORNER OF OLD BARN, 1 METER (3 FEET)
 QK0831'NORTH OF NORTH END OF BARN, AND APPROXIMATELY 1/4 MILE FROM STATION
 QK0831'SOUTH 32 DEGREES 06 MINUTES EAST.  BARN IS 23 METERS (75 FEET)
 QK0831'WEST OF ROAD, BETWEEN ABOVE-MENTIONED GATES, AND 60 METERS (197
 QK0831'FEET) SOUTH OF NORTH GATE.
 QK0831'
 QK0831'REFERENCE MARK NO. 2 IS IN WOODS, AND 7.41 METERS (24.3 FEET) FROM
 QK0831'STATION SOUTH 55 DEGREES 14 MINUTES WEST.
 QK0831
 QK0831                          STATION RECOVERY (1954)
 QK0831
 QK0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QK0831'STATION WAS NOT VISITED.
 QK0831'
 QK0831'THE REVISED DESCRIPTION FOR REFERENCE MARK 1 FOLLOWS BELOW.
 QK0831'
 QK0831'ON CATSHEAD POINT, ABOUT 4 MI. N OF NORTHPORT, IN SECTION 15,
 QK0831'T 32 N, R 11 W, ON LAND OWNED BY L.G. GARDNER (WHO OWNS A COTTAGE
 QK0831'1/4 MILE EAST OF THE STATION).
 QK0831'
 QK0831'TO REACH FROM NORTHPORT, GO NORTH ON LEELANAU COUNTY ROAD 633
 QK0831'(MACADAM ROAD) 1.6 MILE TO A GRAVEL ROAD LEADING STRAIGHT
 QK0831'NORTH FROM WHERE MACADAM CURVES TO THE EAST.  GO NORTH AND
 QK0831'WEST ON GRAVEL ROAD 1.2 MILE TO MAILBOXES AT THE Y IN A
 QK0831'T-ROAD NORTH.  TURN RIGHT (NORTH) ON A SANDY ROAD 1 MILE TO A
 QK0831'GATE IN AN EAST-WEST FENCE LINE AT A T-ROAD WEST.
 QK0831'
 QK0831'REFERENCE MARK 1 IS 0.2 MILE NORTH ALONG A ROAD NORTH FROM THE
 QK0831'GATE, 253 FEET NORTH OF THE NE CORNER OF A WHITE HOUSE, 110 FT.
 QK0831'WEST OF THE CENTERLINE OF THE ROAD, AND 39 FT. N OF A PORTION OF AN
 QK0831'OLD STONEWALL ABOUT 100 FEET WEST OF THE ROAD.
 QK0831'
 QK0831'REFERENCE MARK 1 IS ABOUT FLUSH WITH THE GROUND.
 QK0831
 QK0831                          STATION RECOVERY (1966)
 QK0831
 QK0831'RECOVERY NOTE BY US LAKE SURVEY 1966 (EFK)
 QK0831'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0831'
 QK0831'TO REACH FROM SOUTH SIDE OF NORTHPORT, GO NORTH 1.6 MILES FROM THE
 QK0831'JUNCTION OF M-22 AND M-201.  ON M-201 TO JUNCTION OF M-201 AND
 QK0831'LEELANAU COUNTY ROAD 640, PROCEED 0.4 MILE ON COUNTY ROAD 640 TO
 QK0831'ROAD GOING NORTH.  GO 1.3 MILES NORTH AND WEST ON BLACKTOP
 QK0831'ROAD TO CATHEAD PT. ROAD TO NORTH.  FOLLOW GRAVEL ROAD 0.8 MILE TO
 QK0831'SHARP TURN WEST AND GATE TO LANE ON NORTH.  PROCEED NORTH THROUGH GATE
 QK0831'0.3 MILE ALONG LANE TO SUMMER HOME OF L.G. GARDNER ON EAST SIDE OF
 QK0831'THE ROAD, GO ABOUT 0.25 MILE WEST SOUTHWEST OF THIS HOME TO TOP OF
 QK0831'HIGHEST WOODED DUNE IN VICINITY AND TO STATION SITE.
 QK0831'
 QK0831'DESCRIPTION OF STATION AND REFERENCE STATION IS 25 FEET WEST NORTHWEST
 QK0831'OF TRIANGULAR BLAZED 6 INCH MAPLE TREE, 18.8 FEET NORTHEAST OF
 QK0831'TRIANGULAR BLAZED 10 INCH MAPLE TREE, 11.5 FEET SOUTHWEST OF
 QK0831'TRIANGULAR BLAZED 4 INCH BIRCH TREE, BEING A COPPER PIN IN
 QK0831'CONCRETE BLOCK ABOUT 14 INCHES BELOW GROUND SURFACE.
 QK0831'
 QK0831'REFERENCE MONUMENT NO 1 IS ABOUT 0.25 MILE SOUTH SOUTHEAST OF
 QK0831'STATION, 0.15 MILE SOUTH SOUTHWEST OF SOUTHWEST CORNER OF GARDNER
 QK0831'HOME, 239 FEET NORTH OF NORTHEAST CORNER OF WHITE HOUSE WITH GREEN
 QK0831'ROOF, ABOUT IN LINE WITH EAST FACE OF HOUSE, 93 FEET EAST NORTHEAST
 QK0831'OF UTILITY POLE (FIRST POLE NORTH OF WHITE HOUSE WITH GREEN ROOF), 126
 QK0831'FEET WESTERLY OF CENTER OF NORTH-SOUTH LANE, 7.5 FEET NORTH OF NORTH
 QK0831'SIDE OF ROCK PILE BEING A STANDARD BRONZE DISK SET IN TOP OF 12 INCH
 QK0831'SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND SURFACE.
 QK0831'
 QK0831'REFERENCE MONUMENT NO 2 IS 24.3 FEET SOUTHWEST OF STATION, 21.7
 QK0831'FEET EAST OF 7 INCH PINE TREE, 7.8 FEET WEST OF TRIANGULAR BLAZED
 QK0831'10 INCH MAPLE TREE, BEING A STANDARD BRONZE DISK SET IN TOP OF 12
 QK0831'INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.
 QK0831
 QK0831                          STATION RECOVERY (1980)
 QK0831
 QK0831'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0831'THE STATION MARK WAS RECOVERED 1.5 FOOT BELOW GROUND ON WOODED RIDGE
 QK0831'IN GOOD CONDITION.  REFERENCE MARK 2 APPEARS TO HAVE BEEN DISTURBED.
 QK0831'REFERENCE MARK 1 AND AZIMUTH MARK WERE NOT FOUND.
 QK0831'
 QK0831'TO REACH FROM NORTHPORT, BEGIN AT MILL AND NAGINABA STREETS AND GO
 QK0831'NORTH ON M 201 FOR 1.2 MILES TO CURVE RIGHT, CONTINUE ON CURVE FOR
 QK0831'0.4 MILE TO FORK, TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.9 MILE
 QK0831'TO WHERE PAVED ROAD TURNS LEFT, TURN LEFT AND GO WEST ON PAVED ROAD
 QK0831'FOR 0.4 MILE TO A TEE ROAD NORTH, TURN RIGHT AND GO NORTH ON GRAVEL
 QK0831'ROAD FOR 0.8 MILE TO GATE AND SAND DRIVE NORTH, CONTINUE NORTH ON
 QK0831'SAND DRIVE FOR 0.2 MILE TO FOOT OF HILL.  NOW ON FOOT CLIMB WOODED
 QK0831'HILL 0.1 MILE TO HIGHEST POINT AND STATION.  OLD WOOD TOWER STILL
 QK0831'STANDS OVER STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0510 ***********************************************************************
 OL0510  DESIGNATION -  CATHOLIC CH SPIRE NNE OF HART
 OL0510  PID         -  OL0510
 OL0510  STATE/COUNTY-  MI/OCEANA
 OL0510  COUNTRY     -  US
 OL0510  USGS QUAD   -  HART (2017)
 OL0510
 OL0510                         *CURRENT SURVEY CONTROL
 OL0510  ______________________________________________________________________
 OL0510* NAD 83(1994) POSITION- 43 44 46.76635(N) 086 20 16.85638(W)   ADJUSTED
 OL0510  ______________________________________________________________________
 OL0510  GEOID HEIGHT    -        -34.859 (meters)                     GEOID18
 OL0510  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 OL0510  HORZ ORDER      -  THIRD
 OL0510
 OL0510.The horizontal coordinates were established by classical geodetic methods
 OL0510.and adjusted by the National Geodetic Survey in February 1997.
 OL0510
 OL0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0510.GEOID18 height accuracy estimate available here.
 OL0510
 OL0510.Click photographs - Photos may exist for this station.
 OL0510
 OL0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0510
 OL0510. The following values were computed from the NAD 83(1994) position.
 OL0510
 OL0510;                    North         East     Units Scale Factor Converg.
 OL0510;SPC MI S     -   251,387.953 3,841,224.817   MT  1.00002000   -1 20 29.6
 OL0510;SPC MI S     -   824,763.63 12,602,443.63   iFT  1.00002000   -1 20 29.6
 OL0510;UTM  16      - 4,843,911.145   553,299.668   MT  0.99963494   +0 27 27.9
 OL0510
 OL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5329943911(NAD 83)
 OL0510
 OL0510                          SUPERSEDED SURVEY CONTROL
 OL0510
 OL0510  NAD 83(1986)-  43 44 46.76923(N)    086 20 16.86466(W) AD(       ) 3
 OL0510  NAD 27      -  43 44 46.74248(N)    086 20 16.58317(W) AD(       ) 3
 OL0510
 OL0510.Superseded values are not recommended for survey control.
 OL0510
 OL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0510.See file dsdata.pdf to determine how the superseded data were derived.
 OL0510
 OL0510_MARKER: 90 = CHURCH SPIRE
 OL0510
 OL0510  HISTORY     - Date     Condition        Report By
 OL0510  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0510  HISTORY     - 19950910 GOOD             USPSQD
 OL0510
 OL0510                          STATION DESCRIPTION
 OL0510
 OL0510'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0734 ***********************************************************************
 NG0734  DESIGNATION -  CATT
 NG0734  PID         -  NG0734
 NG0734  STATE/COUNTY-  MI/ALLEGAN
 NG0734  COUNTRY     -  US
 NG0734  USGS QUAD   -  LACOTA (2017)
 NG0734
 NG0734                         *CURRENT SURVEY CONTROL
 NG0734  ______________________________________________________________________
 NG0734* NAD 83(1994) POSITION- 42 29 01.52243(N) 086 14 37.04181(W)   ADJUSTED
 NG0734* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 NG0734  ______________________________________________________________________
 NG0734  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 NG0734  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 NG0734  HORZ ORDER      -  FIRST
 NG0734
 NG0734.The horizontal coordinates were established by classical geodetic methods
 NG0734.and adjusted by the National Geodetic Survey in February 1997.
 NG0734
 NG0734.The orthometric height was scaled from a topographic map.
 NG0734
 NG0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0734.GEOID18 height accuracy estimate available here.
 NG0734
 NG0734.Click photographs - Photos may exist for this station.
 NG0734
 NG0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0734
 NG0734. The following values were computed from the NAD 83(1994) position.
 NG0734
 NG0734;                    North         East     Units Scale Factor Converg.
 NG0734;SPC MI S     -   110,993.210 3,845,699.529   MT  0.99993126   -1 16 38.4
 NG0734;SPC MI S     -   364,150.95 12,617,124.44   iFT  0.99993126   -1 16 38.4
 NG0734;UTM  16      - 4,703,766.533   562,164.841   MT  0.99964755   +0 30 39.1
 NG0734
 NG0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0734!SPC MI S     -   0.99997139  x   0.99993126  =   0.99990265
 NG0734!UTM  16      -   0.99997139  x   0.99964755  =   0.99961895
 NG0734
 NG0734:                Primary Azimuth Mark                     Grid Az
 NG0734:SPC MI S     -  CATT AZ MK                               008 46 03.5
 NG0734:UTM  16      -  CATT AZ MK                               006 58 46.0
 NG0734
 NG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6216403766(NAD 83)
 NG0734
 NG0734|---------------------------------------------------------------------|
 NG0734| PID    Reference Object                     Distance      Geod. Az  |
 NG0734|                                                           dddmmss.s |
 NG0734| CH0885 CATT AZ MK                                         0072925.1 |
 NG0734| NG0735 CATT 2                               25.636 METERS 02216     |
 NG0734| NG0722 FENNVILLE MUNICIPAL TANK            APPROX.16.7 KM 0420311.9 |
 NG0734| NG0761 SOUTH HAVEN MUN CONCRETE TANK       APPROX. 9.2 KM 1871908.5 |
 NG0734| NG0759 S HAVEN MUNICIPAL STANDPIPE         APPROX. 9.2 KM 1952102.1 |
 NG0734| NG0758 S HAVEN EVERETT PIANO CO S STK      APPROX.10.6 KM 1953932.7 |
 NG0734| NG0757 S HAVEN EVERETT PIANO CO TANK       APPROX.10.6 KM 1954927.6 |
 NG0734| NG0756 S HAVEN ST BASILS CATH CHURCH       APPROX. 9.9 KM 1985131.0 |
 NG0734| NG0755 S HAVEN REAR RANGE LIGHT            APPROX. 9.7 KM 2003122.7 |
 NG0734| CH0886 CATT RM 1                            44.227 METERS 22000     |
 NG0734| CH0887 CATT RM 2                            30.636 METERS 32205     |
 NG0734|---------------------------------------------------------------------|
 NG0734
 NG0734                          SUPERSEDED SURVEY CONTROL
 NG0734
 NG0734  NAD 83(1986)-  42 29 01.52274(N)    086 14 37.05304(W) AD(       ) 1
 NG0734  NAD 27      -  42 29 01.42200(N)    086 14 36.93800(W) AD(       ) 1
 NG0734
 NG0734.Superseded values are not recommended for survey control.
 NG0734
 NG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0734.See file dsdata.pdf to determine how the superseded data were derived.
 NG0734
 NG0734_MARKER: DS = TRIANGULATION STATION DISK
 NG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0734_STAMPING: CATT 1932
 NG0734_MARK LOGO: CGS
 NG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0734+STABILITY: SURFACE MOTION
 NG0734
 NG0734  HISTORY     - Date     Condition        Report By
 NG0734  HISTORY     - 1932     MONUMENTED       CGS
 NG0734  HISTORY     - 1951     GOOD             CGS
 NG0734  HISTORY     - 1961     MARK NOT FOUND   CGS
 NG0734
 NG0734                          STATION DESCRIPTION
 NG0734
 NG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0734'ABOUT 6 MILES NORTH OF SOUTH HAVEN, ON LAND OWNED AND OCCUPIED BY M.
 NG0734'B. CATT, IN SW 1/4 SEC. 7, T. 1 N., R.  16 W., CASCO TOWNSHIP, IN
 NG0734'OPENING IN OLD APPLE ORCHARD SITUATED BETWEEN TWO HOUSES OWNED BY MR.
 NG0734'CATT, 110.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE OCCUPIED BY
 NG0734'MR. CATT, 117 FEET SOUTH OF CENTER LINE OF ROUTE M-406, 142 FEET NORTH
 NG0734'OF NORTH FACE OF LARGE RED BARN, AND 105.5 FEET WEST OF VACANT HOUSE
 NG0734'OWNED BY M. B.  CATT.
 NG0734'
 NG0734'TO REACH FROM SOUTH HAVEN, GO NORTH 6.1 MILES ON U.S. ROUTE 31 TO
 NG0734'JUNCTION WITH ROUTE M-406, TURN EAST ON TO ROUTE M-406, AND GO 0.15
 NG0734'MILE TO STATION SITE.
 NG0734'
 NG0734'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 NG0734'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 NG0734'STANDARD REFERENCE DISKS IN CONCRETE.
 NG0734'
 NG0734'NO. 1 IS FLUSH WITH GROUND, AT EAST EDGE OF GARDEN JUST SOUTH OF HOUSE
 NG0734'OCCUPIED BY MR. CATT, 54.2 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, 48
 NG0734'FEET WEST OF CENTER LINE OF LANE RUNNING FROM HIGHWAY TO BARNS, AND
 NG0734'145.40 FEET FROM STATION S 39 DEG 59 MIN W.
 NG0734'
 NG0734'NO. 2 PROJECTS 4 INCHES, IS AT WEST EDGE OF ORCHARD, 36 FEET SOUTH OF
 NG0734'CENTER LINE OF HIGHWAY, 107.6 FEET NORTH OF NORTHWEST CORNER OF HOUSE
 NG0734'AT WEST EDGE OF ORCHARD, AND 100.78 FEET FROM STATION N 37 DEG 55 MIN
 NG0734'W.
 NG0734'
 NG0734'AZIMUTH MARK PROJECTS 4 INCHES, IS 27.3 FEET EAST OF CENTER LINE OF
 NG0734'U.S. ROUTE 31, ABOUT 50 FEET SOUTH OF CREST OF SMALL HILL, 15.6 FEET
 NG0734'NORTH OF SMALL MAPLE TREE, ABOUT 400 FEET NORTH OF FILLING STATION,
 NG0734'ABOUT 1,600 FEET NORTH OF JUNCTION OF U. S. ROUTE 31 AND ROUTE M-406,
 NG0734'AND APPROXIMATELY 0.3 MILE FROM STATION N 07 DEG 30 MIN E.
 NG0734
 NG0734                          STATION RECOVERY (1951)
 NG0734
 NG0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JHS)
 NG0734'MONUMENT, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 NG0734'EXCELLENT CONDITION.  MR. MURRAY L. CATT, SON OF MR. M. B. CATT
 NG0734'(DECEASED), KEEPS AN EYE ON THEM, AND ONCE SAVED THE AZIMUTH MARK FROM
 NG0734'BEING DISTURBED BY THE HIGHWAY PEOPLE.  IF A PARTY GETS INTO THE
 NG0734'VICINITY, IT IS SUGGESTED THAT THE AZIMUTH MARK BE MOVED A FEW METERS
 NG0734'BACK FROM THE HIGHWAY, THERE IS TALK OF WIDENING THE HIGHWAY.  AT
 NG0734'CATT, THE ANGLE FROM AZ. MK. TO NW TANGENT OF TELEVISION TOWER IS S 20
 NG0734'DEG 56 MIN W.
 NG0734'
 NG0734'M-406 SEEMS TO BE KNOWN LOCALLY AS PULLMAN ROAD.  VACANT HOUSE IS NOW
 NG0734'THE HOME OF M L. CATTS SON (M. B. CATTS GRANDSON).
 NG0734
 NG0734                          STATION RECOVERY (1961)
 NG0734
 NG0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0734'SUBJECT STATION SURFACE AND SUBSURFACE MARKS WERE DESTROYED BY THE
 NG0734'UNDERSIGNED AFTER THE ESTABLISHMENT OF CATT 2 FOR WHICH SEE
 NG0734'DESCRIPTION THEREOF.  THE ORIGINAL REFERENCE NOS.  1 AND 2 MARKS WERE
 NG0734'USED AS REFERENCE MARKS FOR THE NEW STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0735 ***********************************************************************
 NG0735  DESIGNATION -  CATT 2
 NG0735  PID         -  NG0735
 NG0735  STATE/COUNTY-  MI/ALLEGAN
 NG0735  COUNTRY     -  US
 NG0735  USGS QUAD   -  LACOTA (2017)
 NG0735
 NG0735                         *CURRENT SURVEY CONTROL
 NG0735  ______________________________________________________________________
 NG0735* NAD 83(1994) POSITION- 42 29 02.29128(N) 086 14 36.61644(W)   NO CHECK
 NG0735* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 NG0735  ______________________________________________________________________
 NG0735  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 NG0735  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 NG0735  HORZ ORDER      -  SECOND
 NG0735
 NG0735.The horizontal coordinates were established by classical geodetic methods
 NG0735.and adjusted by the National Geodetic Survey in February 1997.
 NG0735
 NG0735.No horizontal observational check was made to the station.
 NG0735
 NG0735.The orthometric height was scaled from a topographic map.
 NG0735
 NG0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0735.GEOID18 height accuracy estimate available here.
 NG0735
 NG0735.Click photographs - Photos may exist for this station.
 NG0735
 NG0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0735
 NG0735. The following values were computed from the NAD 83(1994) position.
 NG0735
 NG0735;                    North         East     Units Scale Factor Converg.
 NG0735;SPC MI S     -   111,016.710 3,845,709.770   MT  0.99993123   -1 16 38.1
 NG0735;SPC MI S     -   364,228.05 12,617,158.04   iFT  0.99993123   -1 16 38.1
 NG0735;UTM  16      - 4,703,790.334   562,174.341   MT  0.99964756   +0 30 39.4
 NG0735
 NG0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0735!SPC MI S     -   0.99997139  x   0.99993123  =   0.99990262
 NG0735!UTM  16      -   0.99997139  x   0.99964756  =   0.99961896
 NG0735
 NG0735:                Primary Azimuth Mark                     Grid Az
 NG0735:SPC MI S     -  CATT 2 AZ MK                             011 44 01.4
 NG0735:UTM  16      -  CATT 2 AZ MK                             009 56 43.9
 NG0735
 NG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6217403790(NAD 83)
 NG0735
 NG0735|---------------------------------------------------------------------|
 NG0735| PID    Reference Object                     Distance      Geod. Az  |
 NG0735|                                                           dddmmss.s |
 NG0735| CH0885 CATT AZ MK                                         0064446.9 |
 NG0735| AA3824 CATT 2 AZ MK                        APPROX. 0.5 KM 0102723.3 |
 NG0735| NG0734 CATT                                 25.636 METERS 20216     |
 NG0735| CH0886 CATT RM 1                            69.098 METERS 21333     |
 NG0735| CH0887 CATT RM 2                            28.545 METERS 27055     |
 NG0735|---------------------------------------------------------------------|
 NG0735
 NG0735                          SUPERSEDED SURVEY CONTROL
 NG0735
 NG0735  NAD 83(1986)-  42 29 02.29159(N)    086 14 36.62764(W) AD(       ) 2
 NG0735  NAD 27      -  42 29 02.19100(N)    086 14 36.51300(W) AD(       ) 2
 NG0735
 NG0735.Superseded values are not recommended for survey control.
 NG0735
 NG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0735.See file dsdata.pdf to determine how the superseded data were derived.
 NG0735
 NG0735_MARKER: DS = TRIANGULATION STATION DISK
 NG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0735_STAMPING: CATT 2 1961
 NG0735_MARK LOGO: CGS
 NG0735_PROJECTION: FLUSH
 NG0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0735+STABILITY: SURFACE MOTION
 NG0735
 NG0735  HISTORY     - Date     Condition        Report By
 NG0735  HISTORY     - 1961     MONUMENTED       CGS
 NG0735  HISTORY     - 1962     GOOD             CGS
 NG0735  HISTORY     - 1965     GOOD             USLS
 NG0735  HISTORY     - 1980     GOOD             MIDH
 NG0735
 NG0735                          STATION DESCRIPTION
 NG0735
 NG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0735'ABOUT 5.7 MILES N ALONG NO. 31 U. S. HIGHWAY FROM ITS CROSSING WITH
 NG0735'PHOENIX STREET OR ROAD (THE MAIN E-W STREET OF TOWN) IN E EDGE OF
 NG0735'SOUTH HAVEN OR 4.9 MILES N FROM 30- OR 40-YARD BRIDGE OVER BLACK RIVER
 NG0735'OR 2.8 MILES S ALONG HWY. FROM CROSSROADS VILLAGE OF GLENN, THENCE
 NG0735'0.15 MILE E ON PULLMAN ROAD OR 109-TH AVENUE TO THE STATION, AN
 NG0735'ESTIMATED MILE W OF PROPOSED INTERSTATE HIGHWAY, ABOUT 40 YARDS N OF
 NG0735'APPARENTLY HIGHEST POINT IN VICINITY, 70-1/2 FEET W OF PROJECTED PLANE
 NG0735'OF W WALL OF ONE HOUSE, 106 FEET E OF PLANE OF E WALL OF ANOTHER, 37
 NG0735'FEET S OF CENTER LINE OF 16-FOOT ASPHALT PAVEMENT OF 109-TH AVENUE,
 NG0735'4.8 FEET HIGHER THAN SAME, 2.6 FEET E OF STEEL WITNESS POST, FLUSH
 NG0735'WITH GROUND SURFACE, THE DISKS ARE STAMPED CATT 2 1961.
 NG0735'
 NG0735'REFERENCE STAMPED CATT NO 1 1932, FLUSH THO SLIGHTLY BELOW GENERAL
 NG0735'LEVEL OF GROUND, IS 54 FEET SW OF SW CORNER OF ONE-STORY ADDITION TO
 NG0735'TWO-STORY HOUSE, AND 1.2 FEET W OF PROJECTED PLANE OF E TWO-STORY
 NG0735'WALL.
 NG0735'
 NG0735'REFERENCE STAMPED CATT NO 2 1932, FLUSH, IS 35 FEET S OF CENTER LINE
 NG0735'OF THE AVENUE, 3.0 FEET HIGHER THAN SAME, AND 20 FEET E OF CENTER LINE
 NG0735'OF DRIVEWAY.
 NG0735'
 NG0735'AZIMUTH MARK STAMPED CATT AZIMUTH 1932, IS 161.37 FEET (49.186 METERS)
 NG0735'MIN FROM NEW 1961 AZ. MK. (SEE NEXT BELOW), 161 FEET SW OF CREOSOTED
 NG0735'POWER POLE, 126-1/4 FEET NE OF ANOTHER POLE, 28 FEET SE OF CENTER LINE
 NG0735'OF 22-FOOT ASPHALT HIGHWAY PAVEMENT, 2.6 FEET LOWER THAN SAME, AND A
 NG0735'FOOT UNDERGROUND.
 NG0735'
 NG0735'AZIMUTH MARK STAMPED CATT 2 1961 IS ON CREST OF SLIGHT RIDGE, 48 FEET
 NG0735'SE OF CENTER LINE OF HWY., 1.0 FEET HIGHER THAN SAME, 2-1/2 FEET SE OF
 NG0735'CENTER OF POWER POLE, AND 2.3 FEET NE OF STEEL WITNESS POST.
 NG0735
 NG0735                          STATION RECOVERY (1962)
 NG0735
 NG0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 NG0735'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  BOTH
 NG0735'STATION MARKS WERE STAMPED CATT 2 1961 1962 AND LOWERED SO THAT THE
 NG0735'SURFACE MARK WILL BE ABOUT LEVEL WITH THE CENTER OF RECONSTRUCTED
 NG0735'ROAD, FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 WAS RESET AS NO. 3
 NG0735'REFERENCE MARK.
 NG0735'
 NG0735'REFERENCE STAMPED CATT 2 NO. 3 1962, FLUSH, IS 70.86 FEET OR 21.598
 NG0735'METERS N OF THE STATION AND ON THE LINE TO THE 1961 AZIMUTH MARK, 34
 NG0735'FEET N OF CENTER LINE OF PULLMAN ROAD, ABOUT 3 FEET LOWER THAN SAME,
 NG0735'21 FEET W OF PROJECTED CENTER LINE OF FARM DRIVEWAY, AND 2.4 FEET W OF
 NG0735'STEEL WITNESS POST.
 NG0735
 NG0735                          STATION RECOVERY (1965)
 NG0735
 NG0735'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0735'STATION RECOVERED.
 NG0735
 NG0735                          STATION RECOVERY (1980)
 NG0735
 NG0735'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NG0735'THE STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE RECOVERED IN
 NG0735'GOOD CONDITION AS DESCRIBED.
 NG0735'
 NG0735'STATION IS LOCATED IN SOUTHWEST 1/4 OF SECTION 7, T1N, R16W,
 NG0735'CASCO TOWNSHIP.  STATION IS NOW 18 INCHES BELOW SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3824 ***********************************************************************
 AA3824  DESIGNATION -  CATT 2 AZ MK
 AA3824  PID         -  AA3824
 AA3824  STATE/COUNTY-  MI/ALLEGAN
 AA3824  COUNTRY     -  US
 AA3824  USGS QUAD   -  LACOTA (2017)
 AA3824
 AA3824                         *CURRENT SURVEY CONTROL
 AA3824  ______________________________________________________________________
 AA3824* NAD 83(2011) POSITION- 42 29 18.88592(N) 086 14 32.48971(W)   ADJUSTED
 AA3824* NAD 83(2011) ELLIP HT-   176.784 (meters)        (06/27/12)   ADJUSTED
 AA3824* NAD 83(2011) EPOCH   -  2010.00
 AA3824* NAVD 88 ORTHO HEIGHT -   210.218 (meters)      689.69  (feet) ADJUSTED
 AA3824  ______________________________________________________________________
 AA3824  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 AA3824  NAD 83(2011) X  -    308,717.773 (meters)                     COMP
 AA3824  NAD 83(2011) Y  - -4,700,516.818 (meters)                     COMP
 AA3824  NAD 83(2011) Z  -  4,285,898.719 (meters)                     COMP
 AA3824  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 AA3824  DYNAMIC HEIGHT  -        210.159 (meters)      689.50  (feet) COMP
 AA3824  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 AA3824
 AA3824  VERT ORDER      -  FIRST     CLASS II
 AA3824
 AA3824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3824  Standards:
 AA3824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3824  -------------------------------------------------------------------
 AA3824  NETWORK    1.56   2.53           0.73   0.50   1.29      0.12444948
 AA3824  -------------------------------------------------------------------
 AA3824  Click here for local accuracies and other accuracy information.
 AA3824
 AA3824.The horizontal coordinates were established by GPS observations
 AA3824.and adjusted by the National Geodetic Survey in June 2012.
 AA3824
 AA3824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3824.been affixed to the stable North American tectonic plate. See 
 AA3824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3824
 AA3824.The horizontal coordinates are valid at the epoch date displayed above
 AA3824.which is a decimal equivalence of Year/Month/Day.
 AA3824
 AA3824.The orthometric height was determined by differential leveling and
 AA3824.adjusted by the NATIONAL GEODETIC SURVEY
 AA3824.in May 2018.
 AA3824
 AA3824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3824.GEOID18 height accuracy estimate available here.
 AA3824
 AA3824.Click photographs - Photos may exist for this station.
 AA3824
 AA3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3824
 AA3824.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3824
 AA3824.The ellipsoidal height was determined by GPS observations
 AA3824.and is referenced to NAD 83.
 AA3824
 AA3824.The dynamic height is computed by dividing the NAVD 88
 AA3824.geopotential number by the normal gravity value computed on the
 AA3824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3824.degrees latitude (g = 980.6199 gals.).
 AA3824
 AA3824.The modeled gravity was interpolated from observed gravity values.
 AA3824
 AA3824. The following values were computed from the NAD 83(2011) position.
 AA3824
 AA3824;                    North         East     Units Scale Factor Converg.
 AA3824;SPC MI S     -   111,526.497 3,845,815.396   MT  0.99993068   -1 16 35.3
 AA3824;SPC MI S     -   365,900.58 12,617,504.58   iFT  0.99993068   -1 16 35.3
 AA3824;UTM  16      - 4,704,303.024   562,263.982   MT  0.99964770   +0 30 42.3
 AA3824
 AA3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3824!SPC MI S     -   0.99997228  x   0.99993068  =   0.99990296
 AA3824!UTM  16      -   0.99997228  x   0.99964770  =   0.99961998
 AA3824
 AA3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6226304303(NAD 83)
 AA3824
 AA3824                          SUPERSEDED SURVEY CONTROL
 AA3824
 AA3824  NAD 83(2007)-  42 29 18.88617(N)    086 14 32.49036(W) AD(2002.00) 0
 AA3824  ELLIP H (02/10/07)  176.808  (m)                       GP(2002.00)    
 AA3824  ELLIP H (07/17/02)  176.819  (m)                       GP(       ) 4 1
 AA3824  NAD 83(1994)-  42 29 18.88615(N)    086 14 32.49105(W) AD(       ) 1
 AA3824  ELLIP H (02/03/97)  176.837  (m)                       GP(       ) 4 1
 AA3824  NAD 83(1991)-  42 29 18.88715(N)    086 14 32.50201(W) AD(       ) 1
 AA3824  NAVD 88 (12/16/94)  210.2    (m)  GEOID93  model used  GPS OBS        
 AA3824
 AA3824.Superseded values are not recommended for survey control.
 AA3824
 AA3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3824.See file dsdata.pdf to determine how the superseded data were derived.
 AA3824
 AA3824_MARKER: DZ = AZIMUTH MARK DISK
 AA3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3824_STAMPING: CATT 2 1961
 AA3824_MARK LOGO: CGS
 AA3824_PROJECTION: FLUSH
 AA3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3824+STABILITY: SURFACE MOTION
 AA3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3824+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 AA3824
 AA3824  HISTORY     - Date     Condition        Report By
 AA3824  HISTORY     - 1961     MONUMENTED       CGS
 AA3824  HISTORY     - 19920610 GOOD             MIDT
 AA3824  HISTORY     - 20120522 GOOD             MIDT
 AA3824  HISTORY     - 20200701 GOOD             MIDT
 AA3824
 AA3824                          STATION DESCRIPTION
 AA3824
 AA3824'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3824'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3824'IN THE NORTHWEST 1/4 SECTION 7, T-1-N, R-16-W OF CASCO TOWNSHIP. ABOUT
 AA3824'19.0 MILES WEST FROM ALLEGAN, 11.0 MILES SOUTH FROM SAUGATUCK, AND
 AA3824'10.0 MILES SOUTHWEST FROM FENNVILLE. TO REACH FROM THE INTERSECTION OF
 AA3824'PHOENIX STREET AND COUNTY ROAD A-2 (BLUE STAR HIGHWAY), ON THE EAST
 AA3824'SIDE OF SOUTH HAVEN, GO NORTH ALONG COUNTY ROAD A-2 FOR 5.7 MILES TO
 AA3824'109TH AVENUE (PULLMAN ROAD). CONTINUE NORTH ALONG COUNTY ROAD A-2 FOR
 AA3824'.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 47 FEET
 AA3824'SOUTHEAST FROM THE CENTER OF COUNTY ROAD A-2, 15 FEET SOUTHEAST FROM
 AA3824'CENTER OF DITCH, 10 FEET NORTHWEST FROM 2.0 FOOT DIAMETER ROCK, 2.4
 AA3824'FEET NORTHWEST FROM UTILITY POLE, AND 2.4 FEET NORTHEAST FROM A METAL
 AA3824'WITNESS POST WITH SIGN.
 AA3824
 AA3824                          STATION RECOVERY (2012)
 AA3824
 AA3824'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 AA3824'RECOVERED AS DESCRIBED.
 AA3824
 AA3824                          STATION RECOVERY (2020)
 AA3824
 AA3824'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 AA3824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0193 ***********************************************************************
 OJ0193  DESIGNATION -  CATTLE USLS
 OJ0193  PID         -  OJ0193
 OJ0193  STATE/COUNTY-  MI/SANILAC
 OJ0193  COUNTRY     -  US
 OJ0193  USGS QUAD   -  RICHMONDVILLE (2017)
 OJ0193
 OJ0193                         *CURRENT SURVEY CONTROL
 OJ0193  ______________________________________________________________________
 OJ0193* NAD 83(1986) POSITION- 43 34 01.     (N) 082 35 31.     (W)   SCALED
 OJ0193* NAVD 88 ORTHO HEIGHT -   182.656 (meters)      599.26  (feet) ADJUSTED
 OJ0193  ______________________________________________________________________
 OJ0193  GEOID HEIGHT    -        -34.876 (meters)                     GEOID18
 OJ0193  DYNAMIC HEIGHT  -        182.621 (meters)      599.15  (feet) COMP
 OJ0193  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 OJ0193
 OJ0193  VERT ORDER      -  FIRST     CLASS 0
 OJ0193
 OJ0193.The horizontal coordinates were scaled from a map and have
 OJ0193.an estimated accuracy of +/- 6 seconds.
 OJ0193
 OJ0193.The orthometric height was determined by differential leveling and
 OJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0193.in June 1991.
 OJ0193
 OJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0193.GEOID18 height accuracy estimate available here.
 OJ0193
 OJ0193.Click photographs - Photos may exist for this station.
 OJ0193
 OJ0193.The dynamic height is computed by dividing the NAVD 88
 OJ0193.geopotential number by the normal gravity value computed on the
 OJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0193.degrees latitude (g = 980.6199 gals.).
 OJ0193
 OJ0193.The modeled gravity was interpolated from observed gravity values.
 OJ0193
 OJ0193;                    North         East    Units  Estimated Accuracy
 OJ0193;SPC MI S     -   231,110.    4,143,360.      MT  (+/- 180 meters Scaled)
 OJ0193
 OJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ714250(NAD 83)
 OJ0193
 OJ0193                          SUPERSEDED SURVEY CONTROL
 OJ0193
 OJ0193  NGVD 29 (11/26/84)  182.770  (m)          599.64   (f) ADJUSTED    1 0
 OJ0193
 OJ0193.Superseded values are not recommended for survey control.
 OJ0193
 OJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0193
 OJ0193_MARKER: B = BOLT
 OJ0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0193_SP_SET: CULVERT
 OJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0193
 OJ0193  HISTORY     - Date     Condition        Report By
 OJ0193  HISTORY     - 1970     MONUMENTED       USLS
 OJ0193  HISTORY     - 1970     GOOD             USLS
 OJ0193  HISTORY     - 1980     GOOD             NGS
 OJ0193  HISTORY     - 19940717 GOOD             USPSQD
 OJ0193
 OJ0193                          STATION DESCRIPTION
 OJ0193
 OJ0193'DESCRIBED BY US LAKE SURVEY 1970
 OJ0193'6.8 MI S FROM FORESTVILLE.
 OJ0193'CATTLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 6.8 MILES SOUTH
 OJ0193'OF THE INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0193'IN FORESTVILLE, ON WEST SIDE OF HIGHWAY U.S. 25, 0.5 FEET SOUTH
 OJ0193'OF NORTH FACE AND 0.4 FEET WEST OF EAST FACE OF CONCRETE CULVERT
 OJ0193'NO. 1092+18, ABOUT 15 FEET BELOW THE ROAD, BEING HIGHEST POINT
 OJ0193'ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF
 OJ0193'THE CULVERT.  BM CATTLE 1970.
 OJ0193
 OJ0193                          STATION RECOVERY (1980)
 OJ0193
 OJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0193'11.0 KILOMETERS (6.85 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM
 OJ0193'THE JUNCTION OF CEDAR STREET IN FORESTVILLE, SET NEAR THE NORTH
 OJ0193'END OF A CONCRETE HEADWALL ON THE WEST SIDE OF THE HIGHWAY, 12.8
 OJ0193'METERS (42.0 FEET) WEST AND BELOW THE CENTER LINE OF THE HIGHWAY,
 OJ0193'0.15 METER (0.5 FEET) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0193'THE MARK IS 5.0 M BELOW HIGHWAY.
 OJ0193
 OJ0193                          STATION RECOVERY (1994)
 OJ0193
 OJ0193'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0219 ***********************************************************************
 NE0219  DESIGNATION -  CAUTION
 NE0219  PID         -  NE0219
 NE0219  STATE/COUNTY-  MI/ST CLAIR
 NE0219  COUNTRY     -  US
 NE0219  USGS QUAD   -  ALGONAC (2017)
 NE0219
 NE0219                         *CURRENT SURVEY CONTROL
 NE0219  ______________________________________________________________________
 NE0219* NAD 83(1986) POSITION- 42 36 48.     (N) 082 32 08.     (W)   SCALED
 NE0219* NAVD 88 ORTHO HEIGHT -   177.291 (meters)      581.66  (feet) ADJUSTED
 NE0219  ______________________________________________________________________
 NE0219  GEOID HEIGHT    -        -34.925 (meters)                     GEOID18
 NE0219  DYNAMIC HEIGHT  -        177.241 (meters)      581.50  (feet) COMP
 NE0219  MODELED GRAVITY -    980,337.7   (mgal)                       NAVD 88
 NE0219
 NE0219  VERT ORDER      -  FIRST     CLASS 0
 NE0219
 NE0219.The horizontal coordinates were scaled from a map and have
 NE0219.an estimated accuracy of +/- 6 seconds.
 NE0219
 NE0219.The orthometric height was determined by differential leveling and
 NE0219.adjusted by the NATIONAL GEODETIC SURVEY
 NE0219.in June 1991.
 NE0219
 NE0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0219.GEOID18 height accuracy estimate available here.
 NE0219
 NE0219.Click photographs - Photos may exist for this station.
 NE0219
 NE0219.The dynamic height is computed by dividing the NAVD 88
 NE0219.geopotential number by the normal gravity value computed on the
 NE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0219.degrees latitude (g = 980.6199 gals.).
 NE0219
 NE0219.The modeled gravity was interpolated from observed gravity values.
 NE0219
 NE0219;                    North         East    Units  Estimated Accuracy
 NE0219;SPC MI S     -   125,300.    4,150,220.      MT  (+/- 180 meters Scaled)
 NE0219
 NE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH740190(NAD 83)
 NE0219
 NE0219                          SUPERSEDED SURVEY CONTROL
 NE0219
 NE0219  NGVD 29 (11/26/84)  177.422  (m)          582.09   (f) ADJUSTED    1 0
 NE0219
 NE0219.Superseded values are not recommended for survey control.
 NE0219
 NE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0219.See file dsdata.pdf to determine how the superseded data were derived.
 NE0219
 NE0219_MARKER: Z = SEE DESCRIPTION
 NE0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0219_SP_SET: STEEL ROD
 NE0219_PROJECTION: FLUSH
 NE0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0219
 NE0219  HISTORY     - Date     Condition        Report By
 NE0219  HISTORY     - 1959     MONUMENTED       USLS
 NE0219  HISTORY     - 1970     GOOD             USLS
 NE0219  HISTORY     - 1980     GOOD             NGS
 NE0219  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0219
 NE0219                          STATION DESCRIPTION
 NE0219
 NE0219'DESCRIBED BY US LAKE SURVEY 1970
 NE0219'AT ALGONAC.
 NE0219'CAUTION IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0219'SOUTHWEST CORNER OF HIGHWAY M-29 AND ST. CLAIR RIVER ROAD, 30.5
 NE0219'FEET SOUTH OF CENTERLINE OF M-29, 26.5 FEET WESTERLY OF
 NE0219'CENTERLINE OF ST. CLAIR RIVER ROAD, 3.1 FEET NORTHEASTERLY
 NE0219'OF UTILITY POLE DECO 35, 1/2-FOOT BELOW THE GROUND SURFACE,
 NE0219'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 NE0219'STEEL ROD, 10 FEET LONG.  NOTE-- BM 1959
 NE0219
 NE0219                          STATION RECOVERY (1980)
 NE0219
 NE0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0219'IN ALGONAC, 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG STATE HIGHWAY
 NE0219'29 FROM THE U S CUSTOM BUILDING, AT THE JUNCTION OF ST CLAIR RIVER
 NE0219'DRIVE ROAD AND POINT TREMBLE ROAD, 3.5 METERS (11.5 FEET) NORTHWEST
 NE0219'OF THE NORTHWEST CURB OF ST CLAIR RIVER DRIVE, 1.6 METERS (5.2 FEET)
 NE0219'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 1.15 METERS (3.5 FEET
 NE0219'NORTHEAST OF A POWER POLE, NOTE AT THIS TIME THE ROD WAS ENCASED
 NE0219'IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED
 NE0219'CAUTION.
 NE0219'1
 NE0219
 NE0219                          STATION RECOVERY (1999)
 NE0219
 NE0219'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0344 ***********************************************************************
 QL0344  DESIGNATION -  CCC
 QL0344  PID         -  QL0344
 QL0344  STATE/COUNTY-  MI/MENOMINEE
 QL0344  COUNTRY     -  US
 QL0344  USGS QUAD   -  MARINETTE EAST (2018)
 QL0344
 QL0344                         *CURRENT SURVEY CONTROL
 QL0344  ______________________________________________________________________
 QL0344* NAD 83(1986) POSITION- 45 05 55.     (N) 087 35 52.     (W)   SCALED
 QL0344* NAVD 88 ORTHO HEIGHT -   179.402 (meters)      588.59  (feet) ADJUSTED
 QL0344  ______________________________________________________________________
 QL0344  GEOID HEIGHT    -        -37.000 (meters)                     GEOID18
 QL0344  DYNAMIC HEIGHT  -        179.384 (meters)      588.53  (feet) COMP
 QL0344  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 QL0344
 QL0344  VERT ORDER      -  FIRST     CLASS 0
 QL0344
 QL0344.The horizontal coordinates were scaled from a map and have
 QL0344.an estimated accuracy of +/- 6 seconds.
 QL0344
 QL0344.The orthometric height was determined by differential leveling and
 QL0344.adjusted by the NATIONAL GEODETIC SURVEY
 QL0344.in June 1991.
 QL0344
 QL0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0344.GEOID18 height accuracy estimate available here.
 QL0344
 QL0344.Click photographs - Photos may exist for this station.
 QL0344
 QL0344.The dynamic height is computed by dividing the NAVD 88
 QL0344.geopotential number by the normal gravity value computed on the
 QL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0344.degrees latitude (g = 980.6199 gals.).
 QL0344
 QL0344.The modeled gravity was interpolated from observed gravity values.
 QL0344
 QL0344;                    North         East    Units  Estimated Accuracy
 QL0344;SPC MI N     -    35,220.    7,952,940.      MT  (+/- 180 meters Scaled)
 QL0344
 QL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ529940(NAD 83)
 QL0344
 QL0344                          SUPERSEDED SURVEY CONTROL
 QL0344
 QL0344  NGVD 29 (??/??/92)  179.43   (m)          588.7    (f) COMPUTED    1 0
 QL0344
 QL0344.Superseded values are not recommended for survey control.
 QL0344
 QL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0344.See file dsdata.pdf to determine how the superseded data were derived.
 QL0344
 QL0344_MARKER: B = BOLT
 QL0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0344_SP_SET: BUILDING
 QL0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0344
 QL0344  HISTORY     - Date     Condition        Report By
 QL0344  HISTORY     - UNK      MONUMENTED       USLS
 QL0344  HISTORY     - 1972     GOOD             NGS
 QL0344  HISTORY     - 19910406 GOOD             USPSQD
 QL0344  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 QL0344
 QL0344                          STATION DESCRIPTION
 QL0344
 QL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0344'AT MENOMINEE.
 QL0344'AT MENOMINEE, 0.1 MILE NORTH ALONG 1 ST STREET FROM THE 1 ST
 QL0344'STREET BRIDGE OVER THE MENOMINEE RIVER, AT A CURVE IN THE
 QL0344'STREET, 64 FEET WEST OF THE WEST CURB LINE OF 1 ST STREET, THE
 QL0344'CENTER OF A PUNCH MARK IN THE CENTER OF A COPPER BOLT LEADED
 QL0344'VERTICALLY IN THE NORTH FACE OF THE GRANITE WATER TABLE AT THE
 QL0344'NORTHWEST CORNER OF A LARGE 4 STORY RED BRICK BUILDING AND
 QL0344'SURROUNDED BY THE LETTERING USBM, 3.8 FEET EAST OF THE NORTHWEST
 QL0344'CORNER OF THE BUILDING AND 3 FEET ABOVE THE LEVEL OF THE
 QL0344'WALKWAY.  SECTION 11, T 31 N, R 27 W.
 QL0344
 QL0344                          STATION RECOVERY (1991)
 QL0344
 QL0344'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0344'RECOVERED IN GOOD CONDITION.
 QL0344
 QL0344                          STATION RECOVERY (2005)
 QL0344
 QL0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0344'THE CARPENTER COOK BUILDING WITH PUNCHMARK IN A BOLT ON SIDE OF
 QL0344'BUILDING WAS RAZED ABOUT 1993.  SITE IS NOW A PAVED PARKING LOT FOR A
 QL0344'PAPERMILL ACROSS THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0043 ***********************************************************************
 QK0043  DESIGNATION -  CD 1
 QK0043  PID         -  QK0043
 QK0043  STATE/COUNTY-  MI/MACKINAC
 QK0043  COUNTRY     -  US
 QK0043  USGS QUAD   -  CEDARVILLE (2017)
 QK0043
 QK0043                         *CURRENT SURVEY CONTROL
 QK0043  ______________________________________________________________________
 QK0043* NAD 83(1986) POSITION- 45 59 58.     (N) 084 20 39.     (W)   SCALED
 QK0043* NAVD 88 ORTHO HEIGHT -   183.295 (meters)      601.36  (feet) ADJUSTED
 QK0043  ______________________________________________________________________
 QK0043  GEOID HEIGHT    -        -36.057 (meters)                     GEOID18
 QK0043  DYNAMIC HEIGHT  -        183.301 (meters)      601.38  (feet) COMP
 QK0043  MODELED GRAVITY -    980,647.0   (mgal)                       NAVD 88
 QK0043
 QK0043  VERT ORDER      -  FIRST     CLASS 0
 QK0043
 QK0043.The horizontal coordinates were scaled from a map and have
 QK0043.an estimated accuracy of +/- 6 seconds.
 QK0043
 QK0043.The orthometric height was determined by differential leveling and
 QK0043.adjusted by the NATIONAL GEODETIC SURVEY
 QK0043.in June 1991.
 QK0043
 QK0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0043.GEOID18 height accuracy estimate available here.
 QK0043
 QK0043.Click photographs - Photos may exist for this station.
 QK0043
 QK0043.The dynamic height is computed by dividing the NAVD 88
 QK0043.geopotential number by the normal gravity value computed on the
 QK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0043.degrees latitude (g = 980.6199 gals.).
 QK0043
 QK0043.The modeled gravity was interpolated from observed gravity values.
 QK0043
 QK0043;                    North         East    Units  Estimated Accuracy
 QK0043;SPC MI N     -   138,610.    8,205,680.      MT  (+/- 180 meters Scaled)
 QK0043
 QK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR056974(NAD 83)
 QK0043
 QK0043                          SUPERSEDED SURVEY CONTROL
 QK0043
 QK0043.No superseded survey control is available for this station.
 QK0043
 QK0043_MARKER: B = BOLT
 QK0043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0043_SP_SET: CULVERT HEADWALL
 QK0043_MARK LOGO: NONE
 QK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0043+STABILITY: SURFACE MOTION
 QK0043
 QK0043  HISTORY     - Date     Condition        Report By
 QK0043  HISTORY     - 1971     MONUMENTED       NOS
 QK0043  HISTORY     - 1972     GOOD             USLS
 QK0043  HISTORY     - 1983     GOOD             NGS
 QK0043  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QK0043  HISTORY     - 19950712 GOOD             USPSQD
 QK0043
 QK0043                          STATION DESCRIPTION
 QK0043
 QK0043'DESCRIBED BY US LAKE SURVEY 1972
 QK0043'AT CEDARVILLE.
 QK0043'CD 1 IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 1.0 MILE EAST OF
 QK0043'INTERSECTION OF HIGHWAYS M-134 AND M-129, 0.6 MILE WEST OF HILL
 QK0043'ISLAND ROAD, 86.4 FEET SOUTHWEST OF UTILITY POLE NO. L-100-19DT,
 QK0043'27 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 21 FEET EAST OF
 QK0043'CENTERLINE OF GRAVEL DRIVEWAY, 0.8 FOOT WEST OF EAST FACE AND
 QK0043'0.4 FOOT SOUTH OF NORTH FACE OF 6 FOOT CONCRETE CULVERT, 3 FEET
 QK0043'BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0043'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.
 QK0043'NOTE-- PREV. DESIGN. CD 1 1971.
 QK0043
 QK0043                          STATION RECOVERY (1983)
 QK0043
 QK0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0043'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 QK0043'(0.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0043'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0043'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.24 METERS (0.8 FT)
 QK0043'WEST OF THE EAST END OF THE SOUTH HEADWALL, 8.2 METERS (27.0 FT) SOUTH
 QK0043'OF THE CENTERLINE OF THE HIGHWAY, AND 6.4 METERS (21.0 FT) EAST OF THE
 QK0043'CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH.
 QK0043'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0043
 QK0043                          STATION RECOVERY (1994)
 QK0043
 QK0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0043'MARK NOT FOUND.
 QK0043
 QK0043                          STATION RECOVERY (1995)
 QK0043
 QK0043'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0027 ***********************************************************************
 QK0027  DESIGNATION -  CD 10
 QK0027  PID         -  QK0027
 QK0027  STATE/COUNTY-  MI/CHIPPEWA
 QK0027  COUNTRY     -  US
 QK0027  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0027
 QK0027                         *CURRENT SURVEY CONTROL
 QK0027  ______________________________________________________________________
 QK0027* NAD 83(1986) POSITION- 45 58 31.     (N) 084 04 58.     (W)   SCALED
 QK0027* NAVD 88 ORTHO HEIGHT -   190.371 (meters)      624.58  (feet) ADJUSTED
 QK0027  ______________________________________________________________________
 QK0027  GEOID HEIGHT    -        -36.503 (meters)                     GEOID18
 QK0027  DYNAMIC HEIGHT  -        190.375 (meters)      624.59  (feet) COMP
 QK0027  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 QK0027
 QK0027  VERT ORDER      -  FIRST     CLASS 0
 QK0027
 QK0027.The horizontal coordinates were scaled from a map and have
 QK0027.an estimated accuracy of +/- 6 seconds.
 QK0027
 QK0027.The orthometric height was determined by differential leveling and
 QK0027.adjusted by the NATIONAL GEODETIC SURVEY
 QK0027.in June 1991.
 QK0027
 QK0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0027.GEOID18 height accuracy estimate available here.
 QK0027
 QK0027.Click photographs - Photos may exist for this station.
 QK0027
 QK0027.The dynamic height is computed by dividing the NAVD 88
 QK0027.geopotential number by the normal gravity value computed on the
 QK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0027.degrees latitude (g = 980.6199 gals.).
 QK0027
 QK0027.The modeled gravity was interpolated from observed gravity values.
 QK0027
 QK0027;                    North         East    Units  Estimated Accuracy
 QK0027;SPC MI N     -   136,640.    8,226,010.      MT  (+/- 180 meters Scaled)
 QK0027
 QK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR259954(NAD 83)
 QK0027
 QK0027                          SUPERSEDED SURVEY CONTROL
 QK0027
 QK0027.No superseded survey control is available for this station.
 QK0027
 QK0027_MARKER: B = BOLT
 QK0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0027_SP_SET: CULVERT HEADWALL
 QK0027_MARK LOGO: NONE
 QK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0027+STABILITY: SURFACE MOTION
 QK0027
 QK0027  HISTORY     - Date     Condition        Report By
 QK0027  HISTORY     - 1971     MONUMENTED       NOS
 QK0027  HISTORY     - 1972     GOOD             USLS
 QK0027  HISTORY     - 1983     GOOD             NGS
 QK0027  HISTORY     - 19940728 GOOD             USPSQD
 QK0027  HISTORY     - 20010331 GOOD             NGS
 QK0027
 QK0027                          STATION DESCRIPTION
 QK0027
 QK0027'DESCRIBED BY US LAKE SURVEY 1972
 QK0027'14.2 MI E FROM CEDARVILLE.
 QK0027'CD 10 IS IN CHIPPEWA COUNTY, MICHIGAN, 14.2 MILES EAST ALONG HIGHWAY
 QK0027'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0027'ROAD) IN CEDARVILLE, 0.2 MILE NORTH ON HIGHWAY M-48, 23 FEET
 QK0027'NORTHWEST OF CENTERLINE OF HIGHWAY, 1.2 FEET NORTHEAST OF
 QK0027'SOUTHWEST FACE AND 0.4 FEET SOUTHEAST OF NORTHWEST FACE OF
 QK0027'8 FOOT CONCRETE CULVERT, 2 FEET BELOW THE ROAD SURFACE, BEING
 QK0027'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO
 QK0027'THE TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 10 1971.
 QK0027
 QK0027                          STATION RECOVERY (1983)
 QK0027
 QK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.7 KM
 QK0027'(14.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0027'HIGHWAY 129 IN CEDARVILLE, THENCE 0.4 KM (0.25 MI) NORTH ALONG STATE
 QK0027'HIGHWAY 48, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A 5/8-INCH
 QK0027'DIAMETER BOLT SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QK0027'HEADWALL, 7.01 METERS (23.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 QK0027'HIGHWAY, 0.36 METERS (1.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 QK0027'NORTHWEST HEADWALL, AND 42.67 METERS (140.0 FT) NORTHEAST OF THE
 QK0027'CENTER OF A NARROW GRAVELED ROAD LEADING NORTHWEST.
 QK0027'THE MARK IS 0.24 METERS  ENE FROM A WITNESS POST.
 QK0027'THE MARK IS 0.3 M BELOW HIGHWAY.
 QK0027
 QK0027                          STATION RECOVERY (1994)
 QK0027
 QK0027'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0027'RECOVERED IN GOOD CONDITION.
 QK0027
 QK0027                          STATION RECOVERY (2001)
 QK0027
 QK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0027'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0026 ***********************************************************************
 QK0026  DESIGNATION -  CD 11
 QK0026  PID         -  QK0026
 QK0026  STATE/COUNTY-  MI/CHIPPEWA
 QK0026  COUNTRY     -  US
 QK0026  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0026
 QK0026                         *CURRENT SURVEY CONTROL
 QK0026  ______________________________________________________________________
 QK0026* NAD 83(1986) POSITION- 45 59 18.     (N) 084 04 21.     (W)   SCALED
 QK0026* NAVD 88 ORTHO HEIGHT -   199.330 (meters)      653.97  (feet) ADJUSTED
 QK0026  ______________________________________________________________________
 QK0026  GEOID HEIGHT    -        -36.519 (meters)                     GEOID18
 QK0026  DYNAMIC HEIGHT  -        199.334 (meters)      653.98  (feet) COMP
 QK0026  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 QK0026
 QK0026  VERT ORDER      -  FIRST     CLASS 0
 QK0026
 QK0026.The horizontal coordinates were scaled from a map and have
 QK0026.an estimated accuracy of +/- 6 seconds.
 QK0026
 QK0026.The orthometric height was determined by differential leveling and
 QK0026.adjusted by the NATIONAL GEODETIC SURVEY
 QK0026.in June 1991.
 QK0026
 QK0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0026.GEOID18 height accuracy estimate available here.
 QK0026
 QK0026.Click photographs - Photos may exist for this station.
 QK0026
 QK0026.The dynamic height is computed by dividing the NAVD 88
 QK0026.geopotential number by the normal gravity value computed on the
 QK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0026.degrees latitude (g = 980.6199 gals.).
 QK0026
 QK0026.The modeled gravity was interpolated from observed gravity values.
 QK0026
 QK0026;                    North         East    Units  Estimated Accuracy
 QK0026;SPC MI N     -   138,120.    8,226,750.      MT  (+/- 180 meters Scaled)
 QK0026
 QK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR267969(NAD 83)
 QK0026
 QK0026                          SUPERSEDED SURVEY CONTROL
 QK0026
 QK0026.No superseded survey control is available for this station.
 QK0026
 QK0026_MARKER: B = BOLT
 QK0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0026_SP_SET: CULVERT HEADWALL
 QK0026_MARK LOGO: NONE
 QK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0026+STABILITY: SURFACE MOTION
 QK0026
 QK0026  HISTORY     - Date     Condition        Report By
 QK0026  HISTORY     - 1971     MONUMENTED       NOS
 QK0026  HISTORY     - 1972     GOOD             USLS
 QK0026  HISTORY     - 1983     GOOD             NGS
 QK0026  HISTORY     - 19940728 GOOD             USPSQD
 QK0026  HISTORY     - 20010331 GOOD             NGS
 QK0026
 QK0026                          STATION DESCRIPTION
 QK0026
 QK0026'DESCRIBED BY US LAKE SURVEY 1972
 QK0026'14.2 MI E FROM CEDARVILLE.
 QK0026'CD 11 IS IN CHIPPEWA COUNTY, MICHIGAN, 14.2 MILES EAST ALONG HIGHWAY
 QK0026'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0026'ROAD) IN CEDARVILLE, 1.3 MILES NORTH ALONG HIGHWAY M-48, 34 FEET
 QK0026'EAST OF CENTERLINE OF HIGHWAY M-48, 1.1 FEET NORTH OF SOUTH FACE
 QK0026'AND 0.5 FEET WEST OF EAST FACE OF AN 8 FOOT CONCRETE CULVERT,
 QK0026'4 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0026'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0026'NOTE-- PREV. DESIG. CD 11 1971.
 QK0026
 QK0026                          STATION RECOVERY (1983)
 QK0026
 QK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.7 KM
 QK0026'(14.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0026'HIGHWAY 129 IN CEDARVILLE, THENCE 2.1 KM (1.3 MI) NORTH ALONG STATE
 QK0026'HIGHWAY 48, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A 5/8-INCH BOLT
 QK0026'SET IN TOP OF THE SOUTH END OF THE EAST HEADWALL, 10.36 METERS
 QK0026'(34.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.33 METERS (1.1 FT)
 QK0026'NORTH OF THE SOUTH END OF THE EAST HEADWALL, AND 0.85 METERS (2.8 FT)
 QK0026'NORTHEAST OF BENCH MARK S 294.
 QK0026'THE MARK IS 0.97 METERS  ENE FROM A WITNESS POST.
 QK0026'THE MARK IS 1.21 M BELOW HIGHWAY.
 QK0026
 QK0026                          STATION RECOVERY (1994)
 QK0026
 QK0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0026'RECOVERED IN GOOD CONDITION.
 QK0026
 QK0026                          STATION RECOVERY (2001)
 QK0026
 QK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0026'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0040 ***********************************************************************
 QK0040  DESIGNATION -  CD 2
 QK0040  PID         -  QK0040
 QK0040  STATE/COUNTY-  MI/MACKINAC
 QK0040  COUNTRY     -  US
 QK0040  USGS QUAD   -  CEDARVILLE (2017)
 QK0040
 QK0040                         *CURRENT SURVEY CONTROL
 QK0040  ______________________________________________________________________
 QK0040* NAD 83(1986) POSITION- 45 59 23.     (N) 084 17 02.     (W)   SCALED
 QK0040* NAVD 88 ORTHO HEIGHT -   187.377 (meters)      614.75  (feet) ADJUSTED
 QK0040  ______________________________________________________________________
 QK0040  GEOID HEIGHT    -        -36.172 (meters)                     GEOID18
 QK0040  DYNAMIC HEIGHT  -        187.382 (meters)      614.77  (feet) COMP
 QK0040  MODELED GRAVITY -    980,642.3   (mgal)                       NAVD 88
 QK0040
 QK0040  VERT ORDER      -  FIRST     CLASS 0
 QK0040
 QK0040.The horizontal coordinates were scaled from a map and have
 QK0040.an estimated accuracy of +/- 6 seconds.
 QK0040
 QK0040.The orthometric height was determined by differential leveling and
 QK0040.adjusted by the NATIONAL GEODETIC SURVEY
 QK0040.in June 1991.
 QK0040
 QK0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0040.GEOID18 height accuracy estimate available here.
 QK0040
 QK0040.Click photographs - Photos may exist for this station.
 QK0040
 QK0040.The dynamic height is computed by dividing the NAVD 88
 QK0040.geopotential number by the normal gravity value computed on the
 QK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0040.degrees latitude (g = 980.6199 gals.).
 QK0040
 QK0040.The modeled gravity was interpolated from observed gravity values.
 QK0040
 QK0040;                    North         East    Units  Estimated Accuracy
 QK0040;SPC MI N     -   137,690.    8,210,380.      MT  (+/- 180 meters Scaled)
 QK0040
 QK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR103964(NAD 83)
 QK0040
 QK0040                          SUPERSEDED SURVEY CONTROL
 QK0040
 QK0040.No superseded survey control is available for this station.
 QK0040
 QK0040_MARKER: B = BOLT
 QK0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0040_SP_SET: CULVERT HEADWALL
 QK0040_MARK LOGO: NONE
 QK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0040+STABILITY: SURFACE MOTION
 QK0040
 QK0040  HISTORY     - Date     Condition        Report By
 QK0040  HISTORY     - 1971     MONUMENTED       NOS
 QK0040  HISTORY     - 1972     GOOD             USLS
 QK0040  HISTORY     - 1983     GOOD             NGS
 QK0040  HISTORY     - 19940728 GOOD             USPSQD
 QK0040  HISTORY     - 19950712 GOOD             USPSQD
 QK0040
 QK0040                          STATION DESCRIPTION
 QK0040
 QK0040'DESCRIBED BY US LAKE SURVEY 1972
 QK0040'4.1 MI E FROM CEDARVILLE.
 QK0040'CD 2 IS IN MACKINAC COUNTY, MICHIGAN, 4.1 MILES EAST ALONG HIGHWAY
 QK0040'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0040'ROAD) AT CEDARVILLE, 0.2 MILES WEST OF U.S. STEEL CORP. RAILROAD
 QK0040'OVERPASS LEADING TO PORT DOLOMITE, 27 FEET NORTHEAST OF
 QK0040'CENTERLINE OF HIGHWAY M-134, 1.4 FEET SOUTHEAST OF NORTHWEST
 QK0040'FACE AND 0.4 FEET SOUTHWEST OF NORTHEAST FACE OF A 10 FOOT
 QK0040'CONCRETE CULVERT ABUTMENT, 2 FEET BELOW THE ROAD SURFACE, BEING
 QK0040'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO
 QK0040'THE TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 2 1971.
 QK0040
 QK0040                          STATION RECOVERY (1983)
 QK0040
 QK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.6 KM
 QK0040'(4.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0040'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0040'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.42 METERS (1.4 FT)
 QK0040'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 0.3 KM
 QK0040'(0.2 MI) NORTHWEST OF THE U.S. STEEL CORPORATION RAILROAD OVERPASS,
 QK0040'8.22 METERS (27.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0040'2.74 METERS (9.0 FT) NORTH-NORTHWEST OF A 6-INCH DIAMETER WHITE WOOD
 QK0040'POST.
 QK0040'THE MARK IS 0.6 M BELOW HIGHWAY.
 QK0040
 QK0040                          STATION RECOVERY (1994)
 QK0040
 QK0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0040'RECOVERED IN GOOD CONDITION.
 QK0040
 QK0040                          STATION RECOVERY (1995)
 QK0040
 QK0040'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0037 ***********************************************************************
 QK0037  DESIGNATION -  CD 3
 QK0037  PID         -  QK0037
 QK0037  STATE/COUNTY-  MI/MACKINAC
 QK0037  COUNTRY     -  US
 QK0037  USGS QUAD   -  CEDARVILLE (2017)
 QK0037
 QK0037                         *CURRENT SURVEY CONTROL
 QK0037  ______________________________________________________________________
 QK0037* NAD 83(1986) POSITION- 45 59 30.     (N) 084 15 34.     (W)   SCALED
 QK0037* NAVD 88 ORTHO HEIGHT -   186.120 (meters)      610.63  (feet) ADJUSTED
 QK0037  ______________________________________________________________________
 QK0037  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 QK0037  DYNAMIC HEIGHT  -        186.125 (meters)      610.65  (feet) COMP
 QK0037  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 QK0037
 QK0037  VERT ORDER      -  FIRST     CLASS 0
 QK0037
 QK0037.The horizontal coordinates were scaled from a map and have
 QK0037.an estimated accuracy of +/- 6 seconds.
 QK0037
 QK0037.The orthometric height was determined by differential leveling and
 QK0037.adjusted by the NATIONAL GEODETIC SURVEY
 QK0037.in June 1991.
 QK0037
 QK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0037.GEOID18 height accuracy estimate available here.
 QK0037
 QK0037.Click photographs - Photos may exist for this station.
 QK0037
 QK0037.The dynamic height is computed by dividing the NAVD 88
 QK0037.geopotential number by the normal gravity value computed on the
 QK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0037.degrees latitude (g = 980.6199 gals.).
 QK0037
 QK0037.The modeled gravity was interpolated from observed gravity values.
 QK0037
 QK0037;                    North         East    Units  Estimated Accuracy
 QK0037;SPC MI N     -   137,970.    8,212,260.      MT  (+/- 180 meters Scaled)
 QK0037
 QK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR122967(NAD 83)
 QK0037
 QK0037                          SUPERSEDED SURVEY CONTROL
 QK0037
 QK0037.No superseded survey control is available for this station.
 QK0037
 QK0037_MARKER: B = BOLT
 QK0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0037_SP_SET: CULVERT HEADWALL
 QK0037_MARK LOGO: NONE
 QK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0037+STABILITY: SURFACE MOTION
 QK0037
 QK0037  HISTORY     - Date     Condition        Report By
 QK0037  HISTORY     - 1971     MONUMENTED       NOS
 QK0037  HISTORY     - 1972     GOOD             USLS
 QK0037  HISTORY     - 1983     GOOD             NGS
 QK0037  HISTORY     - 19940728 GOOD             USPSQD
 QK0037  HISTORY     - 19950712 GOOD             USPSQD
 QK0037  HISTORY     - 20010331 GOOD             NGS
 QK0037
 QK0037                          STATION DESCRIPTION
 QK0037
 QK0037'DESCRIBED BY US LAKE SURVEY 1972
 QK0037'5.3 MI E FROM CEDARVILLE.
 QK0037'CD 3 IS IN MACKINAC COUNTY, MICHIGAN, 5.3 MILES EAST ALONG HIGHWAY
 QK0037'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0037'ROAD) IN CEDARVILLE, 1.2 MILES WEST OF PRENTISS CREEK, 390 FEET
 QK0037'WEST OF EXTENDED CENTERLINE OF A MICRO RELAY MAST, 33 FEET SOUTH
 QK0037'OF CENTERLINE OF HIGHWAY M-134, 1.5 FEET WEST OF EAST FACE AND
 QK0037'0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0037'5 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP OF
 QK0037'A 5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF THE CULVERT.
 QK0037'NOTE-- PREV. DESIG. CD 3 1971.
 QK0037
 QK0037                          STATION RECOVERY (1983)
 QK0037
 QK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0037'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.6 KM
 QK0037'(5.35 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0037'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0037'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.46 METERS (1.5 FT)
 QK0037'WEST OF THE EAST END OF THE SOUTH HEADWALL, 118.87 METERS (390.0 FT)
 QK0037'WEST OF AN EXTENDED CENTERLINE OF A GRAVELED ROAD LEADING NORTH TO A
 QK0037'RADIO TOWER, 10.05 METERS (33.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0037'HIGHWAY, AND 2.07 METERS (6.8 FT) EAST-SOUTHEAST OF A 5-INCH DIAMETER
 QK0037'WHITE WOOD POST PROJECTING 0.6 METER (2.0 FT) ABOVE THE GROUND.
 QK0037'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0037
 QK0037                          STATION RECOVERY (1994)
 QK0037
 QK0037'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0037'RECOVERED IN GOOD CONDITION.
 QK0037
 QK0037                          STATION RECOVERY (1995)
 QK0037
 QK0037'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0037'RECOVERED IN GOOD CONDITION.
 QK0037
 QK0037                          STATION RECOVERY (2001)
 QK0037
 QK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0035 ***********************************************************************
 QK0035  DESIGNATION -  CD 4
 QK0035  PID         -  QK0035
 QK0035  STATE/COUNTY-  MI/CHIPPEWA
 QK0035  COUNTRY     -  US
 QK0035  USGS QUAD   -  PRENTISS BAY (2017)
 QK0035
 QK0035                         *CURRENT SURVEY CONTROL
 QK0035  ______________________________________________________________________
 QK0035* NAD 83(1986) POSITION- 45 59 11.     (N) 084 12 58.     (W)   SCALED
 QK0035* NAVD 88 ORTHO HEIGHT -   179.910 (meters)      590.25  (feet) ADJUSTED
 QK0035  ______________________________________________________________________
 QK0035  GEOID HEIGHT    -        -36.288 (meters)                     GEOID18
 QK0035  DYNAMIC HEIGHT  -        179.915 (meters)      590.27  (feet) COMP
 QK0035  MODELED GRAVITY -    980,638.5   (mgal)                       NAVD 88
 QK0035
 QK0035  VERT ORDER      -  FIRST     CLASS 0
 QK0035
 QK0035.The horizontal coordinates were scaled from a map and have
 QK0035.an estimated accuracy of +/- 6 seconds.
 QK0035
 QK0035.The orthometric height was determined by differential leveling and
 QK0035.adjusted by the NATIONAL GEODETIC SURVEY
 QK0035.in June 1991.
 QK0035
 QK0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0035.GEOID18 height accuracy estimate available here.
 QK0035
 QK0035.Click photographs - Photos may exist for this station.
 QK0035
 QK0035.The dynamic height is computed by dividing the NAVD 88
 QK0035.geopotential number by the normal gravity value computed on the
 QK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0035.degrees latitude (g = 980.6199 gals.).
 QK0035
 QK0035.The modeled gravity was interpolated from observed gravity values.
 QK0035
 QK0035;                    North         East    Units  Estimated Accuracy
 QK0035;SPC MI N     -   137,500.    8,215,640.      MT  (+/- 180 meters Scaled)
 QK0035
 QK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR156963(NAD 83)
 QK0035
 QK0035                          SUPERSEDED SURVEY CONTROL
 QK0035
 QK0035.No superseded survey control is available for this station.
 QK0035
 QK0035_MARKER: B = BOLT
 QK0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0035_SP_SET: CULVERT HEADWALL
 QK0035_MARK LOGO: NONE
 QK0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0035+STABILITY: SURFACE MOTION
 QK0035
 QK0035  HISTORY     - Date     Condition        Report By
 QK0035  HISTORY     - 1971     MONUMENTED       NOS
 QK0035  HISTORY     - 1972     GOOD             USLS
 QK0035  HISTORY     - 1983     GOOD             NGS
 QK0035  HISTORY     - 19940728 GOOD             USPSQD
 QK0035  HISTORY     - 20010331 GOOD             NGS
 QK0035
 QK0035                          STATION DESCRIPTION
 QK0035
 QK0035'DESCRIBED BY US LAKE SURVEY 1972
 QK0035'7.5 MI E FROM CEDARVILLE.
 QK0035'CD 4 IS IN CHIPPEWA COUNTY, MICHIGAN, 7.5 MILES EAST ALONG HIGHWAY
 QK0035'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0035'ROAD) IN CEDARVILLE, 5.7 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0035'80 FEET SOUTHEAST OF ROADSIDE PARK, 28 FEET SOUTHWEST CENTERLINE
 QK0035'OF HIGHWAY M-134, 0.9 FEET NORTHWEST OF SOUTHEAST FACE AND 0.5
 QK0035'FEET NORTHEAST OF SOUTHWEST FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0035'3 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0035'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0035'NOTE-- PREV. DESIG. CD 4 1971.
 QK0035
 QK0035                          STATION RECOVERY (1983)
 QK0035
 QK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.1 KM
 QK0035'(7.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0035'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0035'5/8-INCH DIAMETER STEEL BOLT SET O.15 METERS (0.5 FT) NORTHWEST OF THE
 QK0035'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 8.53 METERS (28.0 FT)
 QK0035'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.4 METERS (8.0 FT)
 QK0035'SOUTHEAST OF A 7-INCH DIAMETER WHITE WOODEN POST.
 QK0035'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0035
 QK0035                          STATION RECOVERY (1994)
 QK0035
 QK0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0035'RECOVERED IN GOOD CONDITION.
 QK0035
 QK0035                          STATION RECOVERY (2001)
 QK0035
 QK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0033 ***********************************************************************
 QK0033  DESIGNATION -  CD 5
 QK0033  PID         -  QK0033
 QK0033  STATE/COUNTY-  MI/MACKINAC
 QK0033  COUNTRY     -  US
 QK0033  USGS QUAD   -  PRENTISS BAY (2017)
 QK0033
 QK0033                         *CURRENT SURVEY CONTROL
 QK0033  ______________________________________________________________________
 QK0033* NAD 83(1986) POSITION- 45 58 58.     (N) 084 12 19.     (W)   SCALED
 QK0033* NAVD 88 ORTHO HEIGHT -   177.843 (meters)      583.47  (feet) ADJUSTED
 QK0033  ______________________________________________________________________
 QK0033  GEOID HEIGHT    -        -36.304 (meters)                     GEOID18
 QK0033  DYNAMIC HEIGHT  -        177.847 (meters)      583.49  (feet) COMP
 QK0033  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 QK0033
 QK0033  VERT ORDER      -  FIRST     CLASS 0
 QK0033
 QK0033.The horizontal coordinates were scaled from a map and have
 QK0033.an estimated accuracy of +/- 6 seconds.
 QK0033
 QK0033.The orthometric height was determined by differential leveling and
 QK0033.adjusted by the NATIONAL GEODETIC SURVEY
 QK0033.in June 1991.
 QK0033
 QK0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0033.GEOID18 height accuracy estimate available here.
 QK0033
 QK0033.Click photographs - Photos may exist for this station.
 QK0033
 QK0033.The dynamic height is computed by dividing the NAVD 88
 QK0033.geopotential number by the normal gravity value computed on the
 QK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0033.degrees latitude (g = 980.6199 gals.).
 QK0033
 QK0033.The modeled gravity was interpolated from observed gravity values.
 QK0033
 QK0033;                    North         East    Units  Estimated Accuracy
 QK0033;SPC MI N     -   137,130.    8,216,490.      MT  (+/- 180 meters Scaled)
 QK0033
 QK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR164959(NAD 83)
 QK0033
 QK0033                          SUPERSEDED SURVEY CONTROL
 QK0033
 QK0033.No superseded survey control is available for this station.
 QK0033
 QK0033_MARKER: B = BOLT
 QK0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0033_SP_SET: CULVERT HEADWALL
 QK0033_MARK LOGO: NONE
 QK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0033+STABILITY: SURFACE MOTION
 QK0033
 QK0033  HISTORY     - Date     Condition        Report By
 QK0033  HISTORY     - 1971     MONUMENTED       NOS
 QK0033  HISTORY     - 1972     GOOD             USLS
 QK0033  HISTORY     - 1983     GOOD             NGS
 QK0033  HISTORY     - 19940728 GOOD             USPSQD
 QK0033  HISTORY     - 19950712 GOOD             USPSQD
 QK0033  HISTORY     - 20010331 GOOD             NGS
 QK0033
 QK0033                          STATION DESCRIPTION
 QK0033
 QK0033'DESCRIBED BY US LAKE SURVEY 1972
 QK0033'8.1 MI E FROM CEDARVILLE.
 QK0033'CD 5 IS IN MACKINAC COUNTY, MICHIGAN, 8.1 MILES EAST ALONG HIGHWAY
 QK0033'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0033'ROAD) IN CEDARVILLE, 5.1 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0033'28 FEET SOUTHERLY OF CENTERLINE OF HIGHWAY M-134, 0.5 FEET
 QK0033'NORTH OF SOUTH FACE AND 0.4 FEET WEST OF EAST FACE OF 10 FOOT
 QK0033'CONCRETE CULVERT, 4 FEET BELOW ROAD SURFACE, BEING HIGHEST
 QK0033'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF
 QK0033'CULVERT.  NOTE-- PREV. DESIG. CD 5 1971.
 QK0033
 QK0033                          STATION RECOVERY (1983)
 QK0033
 QK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.1 KM
 QK0033'(8.15 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0033'HIGHWAY 129 IN CEDARVILLE, AT A LARGE CULVERT UNDER THE HIGHWAY, A
 QK0033'5/8-INCH DIAMETER STEEL BOLT SET 0.12 METERS (0.4 FT) NORTHWEST OF THE
 QK0033'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 8.53 METERS (28.0 FT)
 QK0033'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 METERS
 QK0033'(11.5 FT) SOUTHEAST OF A 6-INCH DIAMETER WHITE WOODEN POST.
 QK0033'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0033
 QK0033                          STATION RECOVERY (1994)
 QK0033
 QK0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0033'RECOVERED IN GOOD CONDITION.
 QK0033
 QK0033                          STATION RECOVERY (1995)
 QK0033
 QK0033'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0033'RECOVERED IN GOOD CONDITION.
 QK0033
 QK0033                          STATION RECOVERY (2001)
 QK0033
 QK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0032 ***********************************************************************
 QK0032  DESIGNATION -  CD 6
 QK0032  PID         -  QK0032
 QK0032  STATE/COUNTY-  MI/MACKINAC
 QK0032  COUNTRY     -  US
 QK0032  USGS QUAD   -  PRENTISS BAY (2017)
 QK0032
 QK0032                         *CURRENT SURVEY CONTROL
 QK0032  ______________________________________________________________________
 QK0032* NAD 83(1986) POSITION- 45 58 55.     (N) 084 10 55.     (W)   SCALED
 QK0032* NAVD 88 ORTHO HEIGHT -   178.280 (meters)      584.91  (feet) ADJUSTED
 QK0032  ______________________________________________________________________
 QK0032  GEOID HEIGHT    -        -36.340 (meters)                     GEOID18
 QK0032  DYNAMIC HEIGHT  -        178.284 (meters)      584.92  (feet) COMP
 QK0032  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 QK0032
 QK0032  VERT ORDER      -  FIRST     CLASS 0
 QK0032
 QK0032.The horizontal coordinates were scaled from a map and have
 QK0032.an estimated accuracy of +/- 6 seconds.
 QK0032
 QK0032.The orthometric height was determined by differential leveling and
 QK0032.adjusted by the NATIONAL GEODETIC SURVEY
 QK0032.in June 1991.
 QK0032
 QK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0032.GEOID18 height accuracy estimate available here.
 QK0032
 QK0032.Click photographs - Photos may exist for this station.
 QK0032
 QK0032.The dynamic height is computed by dividing the NAVD 88
 QK0032.geopotential number by the normal gravity value computed on the
 QK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0032.degrees latitude (g = 980.6199 gals.).
 QK0032
 QK0032.The modeled gravity was interpolated from observed gravity values.
 QK0032
 QK0032;                    North         East    Units  Estimated Accuracy
 QK0032;SPC MI N     -   137,100.    8,218,300.      MT  (+/- 180 meters Scaled)
 QK0032
 QK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR182959(NAD 83)
 QK0032
 QK0032                          SUPERSEDED SURVEY CONTROL
 QK0032
 QK0032.No superseded survey control is available for this station.
 QK0032
 QK0032_MARKER: B = BOLT
 QK0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0032_SP_SET: CULVERT HEADWALL
 QK0032_MARK LOGO: NONE
 QK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0032+STABILITY: SURFACE MOTION
 QK0032
 QK0032  HISTORY     - Date     Condition        Report By
 QK0032  HISTORY     - 1971     MONUMENTED       NOS
 QK0032  HISTORY     - 1972     GOOD             USLS
 QK0032  HISTORY     - 1983     GOOD             NGS
 QK0032  HISTORY     - 19940728 GOOD             USPSQD
 QK0032  HISTORY     - 19950712 GOOD             USPSQD
 QK0032  HISTORY     - 20010331 GOOD             NGS
 QK0032
 QK0032                          STATION DESCRIPTION
 QK0032
 QK0032'DESCRIBED BY US LAKE SURVEY 1972
 QK0032'9.2 MI E FROM CEDARVILLE.
 QK0032'CD 6 IS IN MACKINAC COUNTY, MICHIGAN, 9.2 MILES EAST ALONG HIGHWAY
 QK0032'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0032'ROAD) IN CEDARVILLE, 4.0 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0032'184 FEET EAST OF CENTERLINE OF PALMER-LEE ROAD, 38 FEET SOUTH
 QK0032'OF CENTERLINE OF HIGHWAY M-134, 1.2 FEET EAST OF WEST FACE
 QK0032'AND 0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0032'5 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0032'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0032'NOTE-- PREV. DESIG. CD 6 1971.
 QK0032
 QK0032                          STATION RECOVERY (1983)
 QK0032
 QK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0032'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.0 KM
 QK0032'(9.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0032'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0032'5/8-INCH DIAMETER STEEL BOLT SET IN THE TOP OF THE WEST END OF THE
 QK0032'SOUTH HEADWALL, 11.58 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0032'HIGHWAY, 56.38 METERS (185.0 FT) EAST-NORTHEAST OF THE CENTER OF A
 QK0032'GRAVELED ROAD LEADING SOUTHERLY TO BEAVERTAIL POINT, AND 0.36 METERS
 QK0032'(1.2 FT) EAST OF THE WEST END OF THE SOUTH HEADWALL.
 QK0032'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0032
 QK0032                          STATION RECOVERY (1994)
 QK0032
 QK0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0032'RECOVERED IN GOOD CONDITION.
 QK0032
 QK0032                          STATION RECOVERY (1995)
 QK0032
 QK0032'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0032'RECOVERED IN GOOD CONDITION.
 QK0032
 QK0032                          STATION RECOVERY (2001)
 QK0032
 QK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0031 ***********************************************************************
 QK0031  DESIGNATION -  CD 7
 QK0031  PID         -  QK0031
 QK0031  STATE/COUNTY-  MI/MACKINAC
 QK0031  COUNTRY     -  US
 QK0031  USGS QUAD   -  PRENTISS BAY (2017)
 QK0031
 QK0031                         *CURRENT SURVEY CONTROL
 QK0031  ______________________________________________________________________
 QK0031* NAD 83(1986) POSITION- 45 58 54.     (N) 084 09 30.     (W)   SCALED
 QK0031* NAVD 88 ORTHO HEIGHT -   178.199 (meters)      584.64  (feet) ADJUSTED
 QK0031  ______________________________________________________________________
 QK0031  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 QK0031  DYNAMIC HEIGHT  -        178.203 (meters)      584.65  (feet) COMP
 QK0031  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 QK0031
 QK0031  VERT ORDER      -  FIRST     CLASS 0
 QK0031
 QK0031.The horizontal coordinates were scaled from a map and have
 QK0031.an estimated accuracy of +/- 6 seconds.
 QK0031
 QK0031.The orthometric height was determined by differential leveling and
 QK0031.adjusted by the NATIONAL GEODETIC SURVEY
 QK0031.in June 1991.
 QK0031
 QK0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0031.GEOID18 height accuracy estimate available here.
 QK0031
 QK0031.Click photographs - Photos may exist for this station.
 QK0031
 QK0031.The dynamic height is computed by dividing the NAVD 88
 QK0031.geopotential number by the normal gravity value computed on the
 QK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0031.degrees latitude (g = 980.6199 gals.).
 QK0031
 QK0031.The modeled gravity was interpolated from observed gravity values.
 QK0031
 QK0031;                    North         East    Units  Estimated Accuracy
 QK0031;SPC MI N     -   137,130.    8,220,130.      MT  (+/- 180 meters Scaled)
 QK0031
 QK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR201959(NAD 83)
 QK0031
 QK0031                          SUPERSEDED SURVEY CONTROL
 QK0031
 QK0031.No superseded survey control is available for this station.
 QK0031
 QK0031_MARKER: B = BOLT
 QK0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0031_SP_SET: CULVERT HEADWALL
 QK0031_MARK LOGO: NONE
 QK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0031+STABILITY: SURFACE MOTION
 QK0031
 QK0031  HISTORY     - Date     Condition        Report By
 QK0031  HISTORY     - 1971     MONUMENTED       NOS
 QK0031  HISTORY     - 1972     GOOD             USLS
 QK0031  HISTORY     - 1983     GOOD             NGS
 QK0031  HISTORY     - 19940728 GOOD             USPSQD
 QK0031  HISTORY     - 19950712 GOOD             USPSQD
 QK0031  HISTORY     - 20010331 GOOD             NGS
 QK0031
 QK0031                          STATION DESCRIPTION
 QK0031
 QK0031'DESCRIBED BY US LAKE SURVEY 1972
 QK0031'10.4 MI E FROM CEDARVILLE.
 QK0031'CD 7 IS IN MACKINAC COUNTY, MICHIGAN, 10.4 MILES EAST ALONG HIGHWAY
 QK0031'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0031'ROAD) IN CEDARVILLE, 2.8 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0031'40 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY M-134, 1.5 FEET
 QK0031'SOUTHEAST OF NORTHWEST FACE AND 0.4 FEET NORTHEAST OF SOUTHWEST
 QK0031'FACE OF A 10 FOOT CONCRETE CULVERT NO. 568+80, 3 FEET BELOW
 QK0031'ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0031'STEEL BOLT SET INTO THE TOP OF CULVERT.  NOTE-- PREV. DESIG.
 QK0031'CD 7 1971.
 QK0031
 QK0031                          STATION RECOVERY (1983)
 QK0031
 QK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0031'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.8 KM
 QK0031'(10.45 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0031'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0031'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.46 METERS (1.5 FT)
 QK0031'SOUTHEAST OF THE NORTHWEST END OF THE SOUTH HEADWALL, ALSO 4.5 KM
 QK0031'(2.8 MI) WEST ALONG STATE HIGHWAY 134 FROM THE BRIDGE OVER TROUT
 QK0031'CREEK, 12.19 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QK0031'HIGHWAY, AND 1.21 METERS (4.0 FT) SOUTH-SOUTHEAST OF A 6-INCH DIAMETER
 QK0031'WHITE WOOD POST.
 QK0031'THE MARK IS 0.51 METERS  ESE FROM A WITNESS POST.
 QK0031'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0031
 QK0031                          STATION RECOVERY (1994)
 QK0031
 QK0031'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0031'RECOVERED IN GOOD CONDITION.
 QK0031
 QK0031                          STATION RECOVERY (1995)
 QK0031
 QK0031'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0031'RECOVERED IN GOOD CONDITION.
 QK0031
 QK0031                          STATION RECOVERY (2001)
 QK0031
 QK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0030 ***********************************************************************
 QK0030  DESIGNATION -  CD 8
 QK0030  PID         -  QK0030
 QK0030  STATE/COUNTY-  MI/MACKINAC
 QK0030  COUNTRY     -  US
 QK0030  USGS QUAD   -  PRENTISS BAY (2017)
 QK0030
 QK0030                         *CURRENT SURVEY CONTROL
 QK0030  ______________________________________________________________________
 QK0030* NAD 83(1986) POSITION- 45 58 51.     (N) 084 08 05.     (W)   SCALED
 QK0030* NAVD 88 ORTHO HEIGHT -   182.700 (meters)      599.41  (feet) ADJUSTED
 QK0030  ______________________________________________________________________
 QK0030  GEOID HEIGHT    -        -36.415 (meters)                     GEOID18
 QK0030  DYNAMIC HEIGHT  -        182.704 (meters)      599.42  (feet) COMP
 QK0030  MODELED GRAVITY -    980,633.5   (mgal)                       NAVD 88
 QK0030
 QK0030  VERT ORDER      -  FIRST     CLASS 0
 QK0030
 QK0030.The horizontal coordinates were scaled from a map and have
 QK0030.an estimated accuracy of +/- 6 seconds.
 QK0030
 QK0030.The orthometric height was determined by differential leveling and
 QK0030.adjusted by the NATIONAL GEODETIC SURVEY
 QK0030.in June 1991.
 QK0030
 QK0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0030.GEOID18 height accuracy estimate available here.
 QK0030
 QK0030.Click photographs - Photos may exist for this station.
 QK0030
 QK0030.The dynamic height is computed by dividing the NAVD 88
 QK0030.geopotential number by the normal gravity value computed on the
 QK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0030.degrees latitude (g = 980.6199 gals.).
 QK0030
 QK0030.The modeled gravity was interpolated from observed gravity values.
 QK0030
 QK0030;                    North         East    Units  Estimated Accuracy
 QK0030;SPC MI N     -   137,110.    8,221,960.      MT  (+/- 180 meters Scaled)
 QK0030
 QK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR219959(NAD 83)
 QK0030
 QK0030                          SUPERSEDED SURVEY CONTROL
 QK0030
 QK0030.No superseded survey control is available for this station.
 QK0030
 QK0030_MARKER: B = BOLT
 QK0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0030_SP_SET: CULVERT HEADWALL
 QK0030_MARK LOGO: NONE
 QK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0030+STABILITY: SURFACE MOTION
 QK0030
 QK0030  HISTORY     - Date     Condition        Report By
 QK0030  HISTORY     - 1971     MONUMENTED       NOS
 QK0030  HISTORY     - 1972     GOOD             USLS
 QK0030  HISTORY     - 1983     GOOD             NGS
 QK0030  HISTORY     - 19940728 GOOD             USPSQD
 QK0030  HISTORY     - 19950712 GOOD             USPSQD
 QK0030  HISTORY     - 20010331 GOOD             NGS
 QK0030
 QK0030                          STATION DESCRIPTION
 QK0030
 QK0030'DESCRIBED BY US LAKE SURVEY 1972
 QK0030'11.6 MI E FROM CEDARVILLE.
 QK0030'CD 8 IS IN MACKINAC COUNTY, MICHIGAN, 11.6 MILES EAST ALONG HIGHWAY
 QK0030'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0030'ROAD) IN CEDARVILLE, 1.6 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0030'28 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 1.1 FEET WEST
 QK0030'OF EAST FACE AND 0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT
 QK0030'CONCRETE CULVERT, 4 FEET BELOW ROAD SURFACE, BEING HIGHEST
 QK0030'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE
 QK0030'TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 8 1971.
 QK0030
 QK0030                          STATION RECOVERY (1983)
 QK0030
 QK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0030'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.7 KM
 QK0030'(11.65 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0030'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0030'5/8-INCH DIAMETER STEEL BOLT 0.33 METERS (1.1 FT) WEST OF THE EAST END
 QK0030'AND IN TOP OF THE SOUTH HEADWALL OF THE CULVERT, ALSO 4.5 KM (2.8 MI)
 QK0030'WESTERLY ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY
 QK0030'48, 8.53 METERS (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0030'17.95 METERS (58.9 FT) EAST-NORTHEAST OF BENCH MARK W 294, AND
 QK0030'2.28 METERS (7.5 FT) EAST-SOUTHEAST OF 6-INCH DIAMETER WHITE WOODEN
 QK0030'POST.
 QK0030'THE MARK IS 16.8 METERS  ENE FROM A WITNESS POST.
 QK0030'THE MARK IS 1.21 M BELOW HIGHWAY.
 QK0030
 QK0030                          STATION RECOVERY (1994)
 QK0030
 QK0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0030'RECOVERED IN GOOD CONDITION.
 QK0030
 QK0030                          STATION RECOVERY (1995)
 QK0030
 QK0030'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0030'RECOVERED IN GOOD CONDITION.
 QK0030
 QK0030                          STATION RECOVERY (2001)
 QK0030
 QK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0029 ***********************************************************************
 QK0029  DESIGNATION -  CD 9
 QK0029  PID         -  QK0029
 QK0029  STATE/COUNTY-  MI/MACKINAC
 QK0029  COUNTRY     -  US
 QK0029  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0029
 QK0029                         *CURRENT SURVEY CONTROL
 QK0029  ______________________________________________________________________
 QK0029* NAD 83(1986) POSITION- 45 59 02.     (N) 084 07 08.     (W)   SCALED
 QK0029* NAVD 88 ORTHO HEIGHT -   178.638 (meters)      586.08  (feet) ADJUSTED
 QK0029  ______________________________________________________________________
 QK0029  GEOID HEIGHT    -        -36.442 (meters)                     GEOID18
 QK0029  DYNAMIC HEIGHT  -        178.641 (meters)      586.09  (feet) COMP
 QK0029  MODELED GRAVITY -    980,632.5   (mgal)                       NAVD 88
 QK0029
 QK0029  VERT ORDER      -  FIRST     CLASS 0
 QK0029
 QK0029.The horizontal coordinates were scaled from a map and have
 QK0029.an estimated accuracy of +/- 6 seconds.
 QK0029
 QK0029.The orthometric height was determined by differential leveling and
 QK0029.adjusted by the NATIONAL GEODETIC SURVEY
 QK0029.in June 1991.
 QK0029
 QK0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0029.GEOID18 height accuracy estimate available here.
 QK0029
 QK0029.Click photographs - Photos may exist for this station.
 QK0029
 QK0029.The dynamic height is computed by dividing the NAVD 88
 QK0029.geopotential number by the normal gravity value computed on the
 QK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0029.degrees latitude (g = 980.6199 gals.).
 QK0029
 QK0029.The modeled gravity was interpolated from observed gravity values.
 QK0029
 QK0029;                    North         East    Units  Estimated Accuracy
 QK0029;SPC MI N     -   137,490.    8,223,180.      MT  (+/- 180 meters Scaled)
 QK0029
 QK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR231962(NAD 83)
 QK0029
 QK0029                          SUPERSEDED SURVEY CONTROL
 QK0029
 QK0029.No superseded survey control is available for this station.
 QK0029
 QK0029_MARKER: B = BOLT
 QK0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0029_SP_SET: CULVERT HEADWALL
 QK0029_MARK LOGO: NONE
 QK0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0029+STABILITY: SURFACE MOTION
 QK0029
 QK0029  HISTORY     - Date     Condition        Report By
 QK0029  HISTORY     - 1971     MONUMENTED       NOS
 QK0029  HISTORY     - 1972     GOOD             USLS
 QK0029  HISTORY     - 1983     GOOD             NGS
 QK0029  HISTORY     - 19950712 GOOD             USPSQD
 QK0029
 QK0029                          STATION DESCRIPTION
 QK0029
 QK0029'DESCRIBED BY US LAKE SURVEY 1972
 QK0029'12.4 MI E FROM CEDARVILLE.
 QK0029'CD 9 IS IN MACKINAC COUNTY, MICHIGAN, 12.4 MILES EAST ALONG HIGHWAY
 QK0029'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0029'ROAD) IN CEDARVILLE, 0.8 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0029'31 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 1.2 FEET EAST OF
 QK0029'WEST FACE AND 0.4 FEET SOUTH OF NORTH FACE OF A 10 FOOT CONCRETE
 QK0029'CULVERT, 3 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP
 QK0029'OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF CULVERT.
 QK0029'NOTE-- PREV. DESIG. CD 9 1971.
 QK0029
 QK0029                          STATION RECOVERY (1983)
 QK0029
 QK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0029'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.2 KM
 QK0029'(12.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0029'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0029'5/8-INCH DIAMETER STEEL BOLT 0.36 METERS (1.2 FT) EAST OF THE WEST END
 QK0029'OF THE NORTH HEADWALL, ALSO 2.9 KM (1.8 MI) WESTERLY ALONG STATE
 QK0029'HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY 48, 9.44 METERS
 QK0029'(31.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.35 METERS
 QK0029'(11.0 FT) WEST-NORTHWEST OF A 6-INCH DIAMETER WHITE WOOD POST
 QK0029'PROJECTING 0.67 METERS (2.2 FT) ABOVE THE GROUND.
 QK0029'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0029
 QK0029                          STATION RECOVERY (1995)
 QK0029
 QK0029'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0787 ***********************************************************************
 QK0787  DESIGNATION -  CECIL
 QK0787  PID         -  QK0787
 QK0787  STATE/COUNTY-  MI/EMMET
 QK0787  COUNTRY     -  US
 QK0787  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0787
 QK0787                         *CURRENT SURVEY CONTROL
 QK0787  ______________________________________________________________________
 QK0787* NAD 83(1994) POSITION- 45 45 17.91715(N) 084 49 39.96199(W)   ADJUSTED
 QK0787* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 QK0787  ______________________________________________________________________
 QK0787  GEOID HEIGHT    -        -35.308 (meters)                     GEOID18
 QK0787  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 QK0787  HORZ ORDER      -  FIRST
 QK0787
 QK0787.The horizontal coordinates were established by classical geodetic methods
 QK0787.and adjusted by the National Geodetic Survey in February 1997.
 QK0787
 QK0787.The orthometric height was scaled from a topographic map.
 QK0787
 QK0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0787.GEOID18 height accuracy estimate available here.
 QK0787
 QK0787.Click photographs - Photos may exist for this station.
 QK0787
 QK0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0787
 QK0787. The following values were computed from the NAD 83(1994) position.
 QK0787
 QK0787;                    North         East     Units Scale Factor Converg.
 QK0787;SPC MI C     -   271,057.027 5,964,124.017   MT  1.00001318   -0 19 32.6
 QK0787;SPC MI C     -   889,294.71 19,567,336.01   iFT  1.00001318   -0 19 32.6
 QK0787;UTM  16      - 5,069,119.034   668,940.895   MT  0.99995090   +1 33 23.3
 QK0787
 QK0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0787!SPC MI C     -   0.99997747  x   1.00001318  =   0.99999065
 QK0787!UTM  16      -   0.99997747  x   0.99995090  =   0.99992838
 QK0787
 QK0787:                Primary Azimuth Mark                     Grid Az
 QK0787:SPC MI C     -  BIG STONE USLS 1918                      272 45 29.0
 QK0787:UTM  16      -  BIG STONE USLS 1918                      270 52 33.1
 QK0787
 QK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6894069119(NAD 83)
 QK0787
 QK0787|---------------------------------------------------------------------|
 QK0787| PID    Reference Object                     Distance      Geod. Az  |
 QK0787|                                                           dddmmss.s |
 QK0787| QK0790 BIG STONE USLS 1918                 APPROX. 4.3 KM 2722556.4 |
 QK0787|---------------------------------------------------------------------|
 QK0787
 QK0787                          SUPERSEDED SURVEY CONTROL
 QK0787
 QK0787  NAD 83(1986)-  45 45 17.91063(N)    084 49 39.96176(W) AD(       ) 1
 QK0787  NAD 27      -  45 45 17.87600(N)    084 49 39.76300(W) AD(       ) 1
 QK0787
 QK0787.Superseded values are not recommended for survey control.
 QK0787
 QK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0787.See file dsdata.pdf to determine how the superseded data were derived.
 QK0787
 QK0787_MARKER: B = BOLT
 QK0787_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0787_PROJECTION: FLUSH
 QK0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0787
 QK0787  HISTORY     - Date     Condition        Report By
 QK0787  HISTORY     - 1918     MONUMENTED       USLS
 QK0787  HISTORY     - 1932     GOOD             USLS
 QK0787  HISTORY     - 1956     GOOD             CGS
 QK0787
 QK0787                          STATION DESCRIPTION
 QK0787
 QK0787'DESCRIBED BY US LAKE SURVEY 1918
 QK0787'ON SOUTH SHORE OF STRAITS OF MACKINAC, ON SOUTH END OF SMALL ISLAND
 QK0787'OFF THE POINT EAST OF OLD DOCK AT CECIL,
 QK0787'ABOUT 2-1/2 MILES WEST OF MCGULPIN POINT.  MARKED BY BRASS BOLT
 QK0787'IN MASS OF CONCRETE SET IN BANK
 QK0787'OF GRAVEL, AND MARKED U.S. 18.
 QK0787
 QK0787                          STATION RECOVERY (1932)
 QK0787
 QK0787'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0787'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON THE S SHORE OF
 QK0787'STRAITS OF MACKINAC,
 QK0787'4 MI. SW OF MACKINAW CITY, 2-1/2 MI. W OF MCGULPIN
 QK0787'POINT, AND ON THE HIGHEST POINT
 QK0787'OF A SMALL ISLAND OFF THE POINT
 QK0787'E OF THE OLD DOCK AT CECIL.
 QK0787'
 QK0787'STATION IS MARKED BY A BRASS BOLT IN A CONCRETE PLUG, FLUSH
 QK0787'WITH THE SURFACE
 QK0787'OF THE BANK OF GRAVEL AND MARKED US 18.  TRIPOD
 QK0787'STILL STANDING IN FAIRLY GOOD
 QK0787'CONDITION.
 QK0787'
 QK0787'A BLACK BOULDER (7- BY 9- BY 4.5-FT.) BEARS N 12 DEG E, 185 FT.
 QK0787'FROM THE STATION.
 QK0787'
 QK0787'TO REACH FROM MACKINAW CITY, FOLLOW THE ROAD TO THE CECIL
 QK0787'BAY POST OFFICE
 QK0787'AND RESORT.  STATION BEING 1/2 MI. NE OF THIS
 QK0787'POINT.  STATION IS ON AN ISLAND IN
 QK0787'HIGH WATER, BUT THERE IS A LAND
 QK0787'CONNECTION AT LOW WATER.
 QK0787
 QK0787                          STATION RECOVERY (1956)
 QK0787
 QK0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0787'THE STATION MARK WAS RECOVERED AND FOUND
 QK0787'TO BE IN GOOD
 QK0787'CONDITION.  THE STATION MARK IS FLUSH WITH THE
 QK0787'GROUND AND A FEW ROCKS WERE
 QK0787'PILED ON THE MARK FOR EASIER RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0269 ***********************************************************************
 QL0269  WATER LEVEL -  This is a Water Level Survey Control Monument.
 QL0269  DESIGNATION -  CEDAR
 QL0269  PID         -  QL0269
 QL0269  STATE/COUNTY-  MI/MENOMINEE
 QL0269  COUNTRY     -  US
 QL0269  USGS QUAD   -  CEDAR RIVER (2017)
 QL0269
 QL0269                         *CURRENT SURVEY CONTROL
 QL0269  ______________________________________________________________________
 QL0269* NAD 83(1986) POSITION- 45 24 40.     (N) 087 21 15.     (W)   SCALED
 QL0269* NAVD 88 ORTHO HEIGHT -   177.802 (meters)      583.34  (feet) ADJUSTED
 QL0269  ______________________________________________________________________
 QL0269  GEOID HEIGHT    -        -36.735 (meters)                     GEOID18
 QL0269  DYNAMIC HEIGHT  -        177.790 (meters)      583.30  (feet) COMP
 QL0269  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 QL0269
 QL0269  VERT ORDER      -  FIRST     CLASS 0
 QL0269
 QL0269.The horizontal coordinates were scaled from a map and have
 QL0269.an estimated accuracy of +/- 6 seconds.
 QL0269
 QL0269.The orthometric height was determined by differential leveling and
 QL0269.adjusted by the NATIONAL GEODETIC SURVEY
 QL0269.in June 1991.
 QL0269
 QL0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0269.GEOID18 height accuracy estimate available here.
 QL0269
 QL0269.This Water Level Mark is designated as VM 23845
 QL0269.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 QL0269
 QL0269.Click photographs - Photos may exist for this station.
 QL0269
 QL0269.The dynamic height is computed by dividing the NAVD 88
 QL0269.geopotential number by the normal gravity value computed on the
 QL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0269.degrees latitude (g = 980.6199 gals.).
 QL0269
 QL0269.The modeled gravity was interpolated from observed gravity values.
 QL0269
 QL0269;                    North         East    Units  Estimated Accuracy
 QL0269;SPC MI N     -    69,840.    7,972,280.      MT  (+/- 180 meters Scaled)
 QL0269
 QL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR722286(NAD 83)
 QL0269
 QL0269                          SUPERSEDED SURVEY CONTROL
 QL0269
 QL0269.No superseded survey control is available for this station.
 QL0269
 QL0269_MARKER: Z = SEE DESCRIPTION
 QL0269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0269+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 QL0269
 QL0269  HISTORY     - Date     Condition        Report By
 QL0269  HISTORY     - UNK      MONUMENTED       USLS
 QL0269  HISTORY     - 1972     GOOD             NGS
 QL0269  HISTORY     - 19950726 GOOD             USPSQD
 QL0269  HISTORY     - 20011023 GOOD             USPSQD
 QL0269  HISTORY     - 20030413 GOOD             USPSQD
 QL0269  HISTORY     - 20060406 GOOD             USPSQD
 QL0269  HISTORY     - 20161109 GOOD             SPICE
 QL0269
 QL0269                          STATION DESCRIPTION
 QL0269
 QL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0269'AT CEDAR RIVER.
 QL0269'AT CEDAR RIVER, ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QL0269'FROM THE TOWN HALL AND STATE HIGHWAY M 35, AT THE JUNCTION OF
 QL0269'A GRAVEL ROAD LEADING NORTHEAST, 24 FEET NORTHEAST OF THE CENTER
 QL0269'LINE OF THE NORTHWEST-SOUTHEAST ROAD, 13 FEET NORTHWEST OF THE
 QL0269'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 2 1/2 FEET WEST OF A
 QL0269'FENCE CORNER, 1.7 FEET SOUTHWEST OF A FENCE LINE, 1/2 FOOT WEST
 QL0269'OF THE WEST FACE OF A POWER POLE WHICH SUPPORTS A STREET LIGHT,
 QL0269'1 FOOT BELOW THE LEVEL OF THE ROAD 1/2 FOOT BELOW THE LEVEL OF
 QL0269'THE GROUND AND ENCASED IN A 4 INCH METAL PIPE.  THE ROD WAS
 QL0269'DRIVEN TO A DEPTH OF 12 FEET.  SECTION 23, T 35 N, R 25 W.
 QL0269
 QL0269                          STATION RECOVERY (1995)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2001)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2003)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2006)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2016)
 QL0269
 QL0269'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016 (MJE)
 QL0269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0197 ***********************************************************************
 RJ0197  DESIGNATION -  CEDAR
 RJ0197  PID         -  RJ0197
 RJ0197  STATE/COUNTY-  MI/CHIPPEWA
 RJ0197  COUNTRY     -  US
 RJ0197  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0197
 RJ0197                         *CURRENT SURVEY CONTROL
 RJ0197  ______________________________________________________________________
 RJ0197* NAD 83(1986) POSITION- 46 15 24.     (N) 084 06 17.     (W)   SCALED
 RJ0197* NAVD 88 ORTHO HEIGHT -   188.682 (meters)      619.03  (feet) ADJUSTED
 RJ0197  ______________________________________________________________________
 RJ0197  GEOID HEIGHT    -        -36.569 (meters)                     GEOID18
 RJ0197  DYNAMIC HEIGHT  -        188.691 (meters)      619.06  (feet) COMP
 RJ0197  MODELED GRAVITY -    980,659.1   (mgal)                       NAVD 88
 RJ0197
 RJ0197  VERT ORDER      -  FIRST     CLASS I
 RJ0197
 RJ0197.The horizontal coordinates were scaled from a map and have
 RJ0197.an estimated accuracy of +/- 6 seconds.
 RJ0197
 RJ0197.The orthometric height was determined by differential leveling and
 RJ0197.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0197.in June 1991.
 RJ0197
 RJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0197.GEOID18 height accuracy estimate available here.
 RJ0197
 RJ0197.Click photographs - Photos may exist for this station.
 RJ0197
 RJ0197.The dynamic height is computed by dividing the NAVD 88
 RJ0197.geopotential number by the normal gravity value computed on the
 RJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0197.degrees latitude (g = 980.6199 gals.).
 RJ0197
 RJ0197.The modeled gravity was interpolated from observed gravity values.
 RJ0197
 RJ0197;                    North         East    Units  Estimated Accuracy
 RJ0197;SPC MI N     -   167,830.    8,223,170.      MT  (+/- 180 meters Scaled)
 RJ0197
 RJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS231266(NAD 83)
 RJ0197
 RJ0197                          SUPERSEDED SURVEY CONTROL
 RJ0197
 RJ0197  NGVD 29 (??/??/92)  188.663  (m)          618.97   (f) ADJ UNCH    1 1
 RJ0197
 RJ0197.Superseded values are not recommended for survey control.
 RJ0197
 RJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0197
 RJ0197_MARKER: B = BOLT
 RJ0197_SETTING: 80 = SET IN A BOULDER
 RJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0197+STABILITY: SURFACE MOTION
 RJ0197
 RJ0197  HISTORY     - Date     Condition        Report By
 RJ0197  HISTORY     - 1969     MONUMENTED       NONE
 RJ0197  HISTORY     - 1969     GOOD             USLS
 RJ0197
 RJ0197                          STATION DESCRIPTION
 RJ0197
 RJ0197'DESCRIBED BY US LAKE SURVEY 1969
 RJ0197'AT NEEBISH ISLAND.
 RJ0197'CEDAR IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0197'5.6 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, ABOUT 0.2
 RJ0197'MILE NORTHWEST OF COAST GUARD LOOKOUT STATION NO. 1, ON WEST
 RJ0197'SIDE OF LEFT BRANCH OF FORK IN ROAD LEADING FROM LOOKOUT TOWER
 RJ0197'(LEFT FORK IS A SPARSELY USED ROAD), 125.6 FEET NORTHWEST OF
 RJ0197'UTILITY POLE NO. NE2-69A-19 AT FORK IN ROAD, 75.9 FEET SOUTHWEST
 RJ0197'OF UTILITY POLE NO. NE-2-69A-17, BETWEEN TWO 12-INCH DIAMETER
 RJ0197'CEDARS, 1 FOOT ABOVE THE GROUND, BEING HIGHEST POINT ON TOP
 RJ0197'OF A 1/20 INCH DIAMETER BOLT SET INTO A 3 X 3 FOOT BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0072 ***********************************************************************
 QJ0072  DESIGNATION -  CEDAR
 QJ0072  PID         -  QJ0072
 QJ0072  STATE/COUNTY-  MI/CHIPPEWA
 QJ0072  COUNTRY     -  US
 QJ0072  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0072
 QJ0072                         *CURRENT SURVEY CONTROL
 QJ0072  ______________________________________________________________________
 QJ0072* NAD 83(1986) POSITION- 45 59 58.     (N) 083 55 33.     (W)   SCALED
 QJ0072* NAVD 88 ORTHO HEIGHT -   213.121 (meters)      699.21  (feet) ADJUSTED
 QJ0072  ______________________________________________________________________
 QJ0072  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 QJ0072  DYNAMIC HEIGHT  -        213.125 (meters)      699.23  (feet) COMP
 QJ0072  MODELED GRAVITY -    980,628.8   (mgal)                       NAVD 88
 QJ0072
 QJ0072  VERT ORDER      -  FIRST     CLASS 0
 QJ0072
 QJ0072.The horizontal coordinates were scaled from a map and have
 QJ0072.an estimated accuracy of +/- 6 seconds.
 QJ0072
 QJ0072.The orthometric height was determined by differential leveling and
 QJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0072.in June 1991.
 QJ0072
 QJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0072.GEOID18 height accuracy estimate available here.
 QJ0072
 QJ0072.Click photographs - Photos may exist for this station.
 QJ0072
 QJ0072.The dynamic height is computed by dividing the NAVD 88
 QJ0072.geopotential number by the normal gravity value computed on the
 QJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0072.degrees latitude (g = 980.6199 gals.).
 QJ0072
 QJ0072.The modeled gravity was interpolated from observed gravity values.
 QJ0072
 QJ0072;                    North         East    Units  Estimated Accuracy
 QJ0072;SPC MI N     -   139,780.    8,238,060.      MT  (+/- 180 meters Scaled)
 QJ0072
 QJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL734981(NAD 83)
 QJ0072
 QJ0072                          SUPERSEDED SURVEY CONTROL
 QJ0072
 QJ0072  NGVD 29 (??/??/92)  213.12   (m)          699.2    (f) COMPUTED    1 0
 QJ0072
 QJ0072.Superseded values are not recommended for survey control.
 QJ0072
 QJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0072
 QJ0072_MARKER: I = METAL ROD
 QJ0072_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0072+WITH SETTING: INFORMATION.
 QJ0072_MAGNETIC: I = MARKER IS A STEEL ROD
 QJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0072_ROD/PIPE-DEPTH: 2.4 meters
 QJ0072
 QJ0072  HISTORY     - Date     Condition        Report By
 QJ0072  HISTORY     - 1955     MONUMENTED       USLS
 QJ0072  HISTORY     - 1972     GOOD             USLS
 QJ0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0072
 QJ0072                          STATION DESCRIPTION
 QJ0072
 QJ0072'DESCRIBED BY US LAKE SURVEY 1972
 QJ0072'1 MI NW FROM DETOUR.
 QJ0072'CEDAR IS ABOUT 1 MILE NORTHWEST OF DETOUR, CHIPPEWA COUNTY,
 QJ0072'MICHIGAN, 1.2 MILES WEST ALONG DEMOCRAT ROAD (NORTH CARIBOU LAKE
 QJ0072'ROAD) FROM TURN AT NORTH END OF ONTARIO STREET IN DETOUR, ON
 QJ0072'LINE OF UTILITY POLES ALONG SOUTH SIDE OF ROAD, ABOUT ON
 QJ0072'CENTERLINE EXTENDED OF SPRING BAY ROAD, 65.5 FEET SOUTH OF A
 QJ0072'12-INCH DIAMETER CEDAR IN AN ISLAND FORMED BY APPROACHES TO
 QJ0072'SPRING BAY ROAD, 52.8 FEET SOUTHEASTERLY OF UTILITY POLE NO.
 QJ0072'GT 2-100-1, 23 FEET SOUTH OF CENTERLINE OF NORTH CARIBOU LAKE
 QJ0072'ROAD, 13.8 FEET EAST OF TRIANGULAR BLAZE IN A UTILITY POLE,
 QJ0072'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 QJ0072'A 1-INCH DIAMETER STEEL ROD, 8 FEET LONG, TOP BEING SLIGHTLY
 QJ0072'BENT TO SOUTH.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED CEDAR 1955.
 QJ0072
 QJ0072                          STATION RECOVERY (1983)
 QJ0072
 QJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0072'NOT RECOVERED, INADEQUATE MEASUREMENTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0539 ***********************************************************************
 PL0539  DESIGNATION -  CEDAR
 PL0539  PID         -  PL0539
 PL0539  STATE/COUNTY-  MI/LEELANAU
 PL0539  COUNTRY     -  US
 PL0539  USGS QUAD   -  MAPLE CITY (2017)
 PL0539
 PL0539                         *CURRENT SURVEY CONTROL
 PL0539  ______________________________________________________________________
 PL0539* NAD 83(1994) POSITION- 44 50 39.80764(N) 085 50 36.72652(W)   ADJUSTED
 PL0539* NAD 83(1994) ELLIP HT-   281.807 (meters)        (02/03/97)   ADJUSTED
 PL0539* NAVD 88 ORTHO HEIGHT -   317.1   (meters)     1040.    (feet) GPS OBS
 PL0539  ______________________________________________________________________
 PL0539  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0539  GEOID HEIGHT    -        -34.920 (meters)                     GEOID93
 PL0539  GEOID HEIGHT    -        -35.353 (meters)                     GEOID18
 PL0539  NAD 83(1994) X  -    328,336.287 (meters)                     COMP
 PL0539  NAD 83(1994) Y  - -4,518,087.332 (meters)                     COMP
 PL0539  NAD 83(1994) Z  -  4,475,302.641 (meters)                     COMP
 PL0539  LAPLACE CORR    -          5.06  (seconds)                    DEFLEC18
 PL0539  HORZ ORDER      -  FIRST
 PL0539  ELLP ORDER      -  FOURTH    CLASS I
 PL0539
 PL0539.The horizontal coordinates were established by classical geodetic methods
 PL0539.and adjusted by the National Geodetic Survey in February 1997.
 PL0539
 PL0539.The orthometric height was determined by GPS observations and a
 PL0539.high-resolution geoid model.
 PL0539
 PL0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0539.GEOID18 height accuracy estimate available here.
 PL0539
 PL0539.Click photographs - Photos may exist for this station.
 PL0539
 PL0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0539
 PL0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0539
 PL0539.The ellipsoidal height was determined by GPS observations
 PL0539.and is referenced to NAD 83.
 PL0539
 PL0539. The following values were computed from the NAD 83(1994) position.
 PL0539
 PL0539;                    North         East     Units Scale Factor Converg.
 PL0539;SPC MI C     -   170,823.393 5,883,255.304   MT  0.99991419   -1 02 35.8
 PL0539;SPC MI C     -   560,444.20 19,302,018.71   iFT  0.99991419   -1 02 35.8
 PL0539;UTM  16      - 4,966,314.920   591,393.540   MT  0.99970271   +0 48 56.1
 PL0539
 PL0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0539!SPC MI C     -   0.99995582  x   0.99991419  =   0.99987001
 PL0539!UTM  16      -   0.99995582  x   0.99970271  =   0.99965854
 PL0539
 PL0539:                Primary Azimuth Mark                     Grid Az
 PL0539:SPC MI C     -  SLEEPING BEAR                            281 15 56.0
 PL0539:UTM  16      -  SLEEPING BEAR                            279 24 24.1
 PL0539
 PL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9139366314(NAD 83)
 PL0539
 PL0539|---------------------------------------------------------------------|
 PL0539| PID    Reference Object                     Distance      Geod. Az  |
 PL0539|                                                           dddmmss.s |
 PL0539| CH1799 CEDAR RM 1                           26.900 METERS 00110     |
 PL0539| PL0540 CEDAR LOOKOUT TOWER                   8.479 METERS 20121     |
 PL0539| CH1800 CEDAR RM 2                           14.530 METERS 26430     |
 PL0539| PM0550 SLEEPING BEAR                       APPROX.18.1 KM 2801320.2 |
 PL0539| PM0549 DAY FOREST ESTATE WATER TANK        APPROX.13.5 KM 2913303.9 |
 PL0539|---------------------------------------------------------------------|
 PL0539
 PL0539                          SUPERSEDED SURVEY CONTROL
 PL0539
 PL0539  NAD 83(1986)-  44 50 39.81123(N)    085 50 36.71969(W) AD(       ) 1
 PL0539  NAD 27      -  44 50 39.80995(N)    085 50 36.40265(W) AD(       ) 1
 PL0539
 PL0539.Superseded values are not recommended for survey control.
 PL0539
 PL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0539.See file dsdata.pdf to determine how the superseded data were derived.
 PL0539
 PL0539_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0539_STAMPING: CEDAR 1932 1992
 PL0539_MARK LOGO: NGS
 PL0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0539+STABILITY: SURFACE MOTION
 PL0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0539+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 PL0539
 PL0539  HISTORY     - Date     Condition        Report By
 PL0539  HISTORY     - 1932     MONUMENTED       CGS
 PL0539  HISTORY     - 1932     GOOD             CGS
 PL0539  HISTORY     - 1971     GOOD             NGS
 PL0539  HISTORY     - 1980     GOOD             MIDH
 PL0539  HISTORY     - 19920910 SEE DESCRIPTION  MIDT
 PL0539
 PL0539                          STATION DESCRIPTION
 PL0539
 PL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0539'TWELVE MILES NORTHWEST OF TRAVERSE CITY, IN NE 1/4 SECTION 11, T. 28
 PL0539'N., R. 13 W., ON LAND LEASED BY THE STATE BUT OWNED BY LEO GAUTHIER,
 PL0539'IN OLD APPLE ORCHARD, 4.53 M (14.9 FT) NORTH OF NORTHEAST LEG OF CEDAR
 PL0539'FIRE LOOKOUT TOWER AND 8.01 M (26.3 FT) NORTHEAST OF NORTHWEST LEG.
 PL0539'
 PL0539'TO REACH FROM TRAVERSE CITY, FOLLOW ROUTE M-22 WEST AND NORTH 1.2 MI
 PL0539'(1.9 KM) TO JUNCTION WITH COUNTY ROUTE 612, FOLLOW THIS ROAD WEST 2.8
 PL0539'MI (4.5 KM) TO COUNTY ROUTE 616 WHICH IS PAVED.  TURN NORTH ONTO
 PL0539'COUNTY ROUTE 616, FOLLOW PAVEMENT NORTH AND WEST 9.2 MI (14.8 KM) TO
 PL0539'CEDAR.  CONTINUE WEST ON SAME ROAD 2.6 MI (4.2 KM) TO DIRT ROAD
 PL0539'LEADING SOUTH UP STEEP HILL OPPOSITE CEDAR TOWER SIGN AND FOLLOW DIRT
 PL0539'TRAIL SOUTH 0.5 MI (0.8 KM) TO FIRE TOWER AND STATION SITE.  SURFACE
 PL0539'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A
 PL0539'AND 7A.  UPPER MARK PROJECTS 6 INCHES (15 CM).  REFERENCE MARKS ARE
 PL0539'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, PROJECTING 6 INCHES
 PL0539'(15 CM).  NO. 1 IS IN APPLE ORCHARD, BETWEEN FOURTH AND FIFTH ROWS OF
 PL0539'TREES FROM WEST SIDE OF ORCHARD, MIDWAY BETWEEN FIFTH AND SIXTH ROWS
 PL0539'OF TREES FROM SOUTH SIDE, 31.43 M (103.1 FT) NORTH OF NORTHEAST TOWER
 PL0539'LEG AND 26.90 M (88.3 FT) FROM STATION IN AZIMUTH 181 DEG. 10 MIN. NO.
 PL0539'2 IS IN THIRD ROW OF TREES FROM WEST SIDE OF ORCHARD, 15 FT (4.6 M)
 PL0539'SOUTH OF FOURTH TREE FROM SOUTH END OF ROW, 8.6 M (28.2 FT) NORTHWEST
 PL0539'OF NORTHWEST TOWER LEG AND 14.53 M (47.7 FT) FROM STATION IN AZIMUTH
 PL0539'84 DEG. 30 MIN. CEDAR, FIRE LOOKOUT TOWER IS 8.48 M (27.8 FT) FROM
 PL0539'STATION IN AZIMUTH 21 DEG. 21 MIN.
 PL0539
 PL0539                          STATION RECOVERY (1932)
 PL0539
 PL0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0539'RECOVERED IN GOOD CONDITION.
 PL0539
 PL0539                          STATION RECOVERY (1971)
 PL0539
 PL0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHR)
 PL0539'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  APPLE
 PL0539'ORCHARD NO LONGER EXISTS.
 PL0539'
 PL0539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - TWELVE MILES NW OF
 PL0539'TRAVERSE CITY.
 PL0539
 PL0539                          STATION RECOVERY (1980)
 PL0539
 PL0539'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0539'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0539'CONDITION.
 PL0539'
 PL0539'TO REACH THE STATION FROM VILLAGE OF CEDAR, BEGIN AT INTERSECTION OF
 PL0539'COUNTY ROADS 616 AND 645 IN CEDAR AND GO WEST ON 616 FOR 2.6 MILES
 PL0539'TO GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH ON TOWER ROAD FOR
 PL0539'0.5 MILE TO TOP OF HILL AND STATION 143 FEET LEFT AND EAST OF ROAD
 PL0539'AND NORTHEAST OF RADIO TOWER.
 PL0539
 PL0539                          STATION RECOVERY (1992)
 PL0539
 PL0539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0539'STATION IS LOCATED IN QUAD 440854, ON THE MAPLE CITY QUADRANGLE MAP.
 PL0539'IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T-28-N, R-13-W, KASSON
 PL0539'TOWNSHIP. OWNERSHIP -- MR. AND MRS. PAUL T. JOHNSON, M-72, EMPIRE, MI
 PL0539'49630. PHONE (616) 326-5308.
 PL0539'
 PL0539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PL0539'M-72, NORTHWEST OF TRAVERSE CITY, GO WEST FOR ABOUT 11.5 MILES
 PL0539'(18.5 KM) ON M-72 TO INTERSECTION OF COUNTY ROAD 667, SOUTH OF MAPLE
 PL0539'CITY. TURN RIGHT AND GO NORTH FOR 1.0 MI (1.6 KM) ALONG COUNTY ROAD
 PL0539'667 TO PAVED T-ROAD ON RIGHT (KASSON ROAD)  TURN RIGHT AND GO EAST FOR
 PL0539'0.5 MI (0.8 KM) ON KASSON ROAD TO PAVED T-ROAD ON THE LEFT (TOWER
 PL0539'ROAD). TURN LEFT AND GO NORTH FOR 2.3 MILES (3.7 KM) ALONG TOWER ROAD
 PL0539'TO INTERSECTION WITH VALLEY ROAD. CONTINUE GOING NORTH FOR 0.2 MI
 PL0539'(0.3 KM) ON TOWER ROAD TO TOP OF HILL AND RADIO TOWER SITE (OLD FIRE
 PL0539'TOWER SITE) AND STATION ON THE RIGHT, AS DESCRIBED.
 PL0539'
 PL0539'STATION IS 143.0 FT (43.6 M) EAST FROM CENTER OF TOWER ROAD, 121.0 FT
 PL0539'(36.9 M) EAST FROM METAL WITNESS POST WITH SIGN AND NORTH-SOUTH FENCE
 PL0539'LINE, 118.6 FT (36.1 M) NORTH OF AN EAST-WEST FENCE LINE, 14.0
 PL0539'SOUTH-SOUTHWEST FROM A CHERRY TREE (SOUTHERLY MOST TREE IN THE 6TH
 PL0539'NORTH-SOUTH ROW FROM THE WEST), 9.6 FT (2.9 M) EAST-SOUTHEAST OF A
 PL0539'CHERRY TREE (SOUTHERLY MOST TREE IN 7TH NORTH-SOUTH ROW FROM THE WEST)
 PL0539'AND 100.4 FT (30.6 M) NORTHEAST OF A CARSONITE WITNESS POST.  LOCATION
 PL0539'OF OLD FIRE TOWER LEGS CAN STILL DETERMINED FROM FRAGMENTS OF BROKEN
 PL0539'CONCRETE AND NON-GRASS AREAS. FRAGMENTS MAY NOT BE NOTICEABLE IN THE
 PL0539'FUTURE.
 PL0539'
 PL0539'STATION WAS FOUND IN VERY POOR CONDITION. THE STATION SURFACE MONUMENT
 PL0539'AND THE REFERENCE MARK MONUMENTS WERE FOUND LYING NEAR EACH OTHER,
 PL0539'REMOVED FROM THE GROUND. THE STATION UNDERGROUND MARK WAS LOCATED WITH
 PL0539'THE ASSISTANCE OF NGS STATE ADVISOR, R.L. RAMSEY, WHO ASSISTED WITH
 PL0539'RE-ESTABLISHING THE STATION. PREMISSION TO RE-ESTABLISH THE STATION
 PL0539'WAS GIVEN BY PROPERTY OWNER, MR. PAUL JOHNSON VIA TELEPHONE TO MIDT
 PL0539'SURVEY CHIEF, JOHN A. SPENCER. STATION IS 1.0 FT (0.3 M) BELOW GROUND
 PL0539'SURFACE.  NOTE - NOT PERMITTED TO DRIVE VEHICLE FROM TOWER ROAD TO
 PL0539'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0763 ***********************************************************************
 RJ0763  DESIGNATION -  CEDAR
 RJ0763  PID         -  RJ0763
 RJ0763  STATE/COUNTY-  MI/CHIPPEWA
 RJ0763  COUNTRY     -  US
 RJ0763  USGS QUAD   -  PAYMENT (2017)
 RJ0763
 RJ0763                         *CURRENT SURVEY CONTROL
 RJ0763  ______________________________________________________________________
 RJ0763* NAD 83(1994) POSITION- 46 31 24.06628(N) 084 07 35.40026(W)   ADJUSTED
 RJ0763* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0763  ______________________________________________________________________
 RJ0763  GEOID HEIGHT    -        -36.764 (meters)                     GEOID18
 RJ0763  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 RJ0763  HORZ ORDER      -  THIRD
 RJ0763
 RJ0763.The horizontal coordinates were established by classical geodetic methods
 RJ0763.and adjusted by the National Geodetic Survey in February 1997.
 RJ0763
 RJ0763.The orthometric height was scaled from a topographic map.
 RJ0763
 RJ0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0763.GEOID18 height accuracy estimate available here.
 RJ0763
 RJ0763.Click photographs - Photos may exist for this station.
 RJ0763
 RJ0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0763
 RJ0763. The following values were computed from the NAD 83(1994) position.
 RJ0763
 RJ0763;                    North         East     Units Scale Factor Converg.
 RJ0763;SPC MI N     -   197,389.158 8,220,415.052   MT  0.99991145   +2 04 37.0
 RJ0763;SPC MI N     -   647,602.22 26,969,865.66   iFT  0.99991145   +2 04 37.0
 RJ0763;SPC MI C     -   356,402.167 6,018,433.332   MT  1.00029533   +0 10 10.8
 RJ0763;SPC MI C     - 1,169,298.45 19,745,516.18   iFT  1.00029533   +0 10 10.8
 RJ0763;UTM  16      - 5,156,210.111   720,389.854   MT  1.00019708   +2 05 09.6
 RJ0763
 RJ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0763!SPC MI N     -   0.99997770  x   0.99991145  =   0.99988915
 RJ0763!SPC MI C     -   0.99997770  x   1.00029533  =   1.00027303
 RJ0763!UTM  16      -   0.99997770  x   1.00019708  =   1.00017478
 RJ0763
 RJ0763:                Primary Azimuth Mark                     Grid Az
 RJ0763:SPC MI N     -  SQUIRREL                                 046 34 51.4
 RJ0763:SPC MI C     -  SQUIRREL                                 048 29 17.6
 RJ0763:UTM  16      -  SQUIRREL                                 046 34 18.8
 RJ0763
 RJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2038956210(NAD 83)
 RJ0763
 RJ0763|---------------------------------------------------------------------|
 RJ0763| PID    Reference Object                     Distance      Geod. Az  |
 RJ0763|                                                           dddmmss.s |
 RJ0763| RJ0754 SQUIRREL                            439.011 METERS 0483928.4 |
 RJ0763| RJ0753 COOK                                338.780 METERS 07935     |
 RJ0763| RJ0755 ELGIE                               401.282 METERS 1250037.6 |
 RJ0763| RJ0759 MAPLE                               246.461 METERS 15136     |
 RJ0763| RJ0758 SPRUCE                              426.197 METERS 1523202.3 |
 RJ0763| RJ0766 DITCH                               196.396 METERS 32250     |
 RJ0763|---------------------------------------------------------------------|
 RJ0763
 RJ0763                          SUPERSEDED SURVEY CONTROL
 RJ0763
 RJ0763  NAD 83(1986)-  46 31 24.06042(N)    084 07 35.41030(W) AD(       ) 3
 RJ0763  NAD 27      -  46 31 23.97400(N)    084 07 35.30200(W) AD(       ) 3
 RJ0763
 RJ0763.Superseded values are not recommended for survey control.
 RJ0763
 RJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0763.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0763
 RJ0763_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0763_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0763_MARK LOGO: IBC
 RJ0763_PROJECTION: PROJECTING 3 CENTIMETERS
 RJ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0763
 RJ0763  HISTORY     - Date     Condition        Report By
 RJ0763  HISTORY     - 1943     MONUMENTED       IBC
 RJ0763
 RJ0763                          STATION DESCRIPTION
 RJ0763
 RJ0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0763'ON SUGAR ISLAND, OVER 1/2 MILE S OF REFERENCE MONUMENT 25.  IT IS
 RJ0763'30 FEET BACK FROM STEEP BANK, 10 FEET ABOVE HIGH - WATER MARK, ON
 RJ0763'SANDY GROUND, 25 FEET E OF SINGLE - TRACK ROAD, 55 FEET SE OF CEDAR
 RJ0763'CLUMP, 35 FEET SSW OF 8-INCH SPRUCE TREE, 75 FEET NE OF 12-INCH
 RJ0763'SPRUCE TREE.  IN HEAVY FERN GROWTH.
 RJ0763'
 RJ0763'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0763'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0763'1 INCH ABOVE SURFACE.  SUBSURFACE MARK IS A ROUNDHEADED COPPER
 RJ0763'RIVET IN TOP OF A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND
 RJ0763'10 INCHES LONG, SET 2 FEET UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0540 ***********************************************************************
 PL0540  DESIGNATION -  CEDAR LOOKOUT TOWER
 PL0540  PID         -  PL0540
 PL0540  STATE/COUNTY-  MI/LEELANAU
 PL0540  COUNTRY     -  US
 PL0540  USGS QUAD   -  MAPLE CITY (2017)
 PL0540
 PL0540                         *CURRENT SURVEY CONTROL
 PL0540  ______________________________________________________________________
 PL0540* NAD 83(1994) POSITION- 44 50 39.55180(N) 085 50 36.86705(W)   ADJUSTED
 PL0540  ______________________________________________________________________
 PL0540  GEOID HEIGHT    -        -35.353 (meters)                     GEOID18
 PL0540  LAPLACE CORR    -          5.06  (seconds)                    DEFLEC18
 PL0540  HORZ ORDER      -  THIRD
 PL0540
 PL0540.The horizontal coordinates were established by classical geodetic methods
 PL0540.and adjusted by the National Geodetic Survey in February 1997.
 PL0540
 PL0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0540.GEOID18 height accuracy estimate available here.
 PL0540
 PL0540.Click photographs - Photos may exist for this station.
 PL0540
 PL0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0540
 PL0540. The following values were computed from the NAD 83(1994) position.
 PL0540
 PL0540;                    North         East     Units Scale Factor Converg.
 PL0540;SPC MI C     -   170,815.554 5,883,252.075   MT  0.99991419   -1 02 35.9
 PL0540;SPC MI C     -   560,418.48 19,302,008.12   iFT  0.99991419   -1 02 35.9
 PL0540;UTM  16      - 4,966,306.982   591,390.567   MT  0.99970270   +0 48 56.0
 PL0540
 PL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9139066306(NAD 83)
 PL0540
 PL0540                          SUPERSEDED SURVEY CONTROL
 PL0540
 PL0540  NAD 83(1986)-  44 50 39.55530(N)    085 50 36.85993(W) AD(       ) 3
 PL0540  NAD 27      -  44 50 39.55400(N)    085 50 36.54278(W) AD(       ) 3
 PL0540
 PL0540.Superseded values are not recommended for survey control.
 PL0540
 PL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0540.See file dsdata.pdf to determine how the superseded data were derived.
 PL0540
 PL0540_MARKER: 57 = LOOKOUT TOWER
 PL0540
 PL0540  HISTORY     - Date     Condition        Report By
 PL0540  HISTORY     - 1932     FIRST OBSERVED   CGS
 PL0540  HISTORY     - 1971     GOOD             NGS
 PL0540
 PL0540                          STATION DESCRIPTION
 PL0540
 PL0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0540'SEE STATION CEDAR
 PL0540
 PL0540                          STATION RECOVERY (1971)
 PL0540
 PL0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PL0540'STATION WAS RECOVERED.
 PL0540'
 PL0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - TWELVE MILES NW OF
 PL0540'TRAVERSE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1280 ***********************************************************************
 RJ1280  DESIGNATION -  CEDAR POINT 15 BRP+027
 RJ1280  PID         -  RJ1280
 RJ1280  STATE/COUNTY-  MI/CHIPPEWA
 RJ1280  COUNTRY     -  US
 RJ1280  USGS QUAD   -  SHALLOWS (2017)
 RJ1280
 RJ1280                         *CURRENT SURVEY CONTROL
 RJ1280  ______________________________________________________________________
 RJ1280* NAD 83(1994) POSITION- 46 26 48.82747(N) 084 29 49.48096(W)   ADJUSTED
 RJ1280* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) VERTCON3
 RJ1280  ______________________________________________________________________
 RJ1280  GEOID HEIGHT    -        -36.487 (meters)                     GEOID18
 RJ1280  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 RJ1280  HORZ ORDER      -  SECOND
 RJ1280
 RJ1280.The horizontal coordinates were established by classical geodetic methods
 RJ1280.and adjusted by the National Geodetic Survey in February 1997.
 RJ1280
 RJ1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1280
 RJ1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1280.GEOID18 height accuracy estimate available here.
 RJ1280
 RJ1280.Click photographs - Photos may exist for this station.
 RJ1280
 RJ1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1280
 RJ1280. The following values were computed from the NAD 83(1994) position.
 RJ1280
 RJ1280;                    North         East     Units Scale Factor Converg.
 RJ1280;SPC MI N     -   187,931.351 8,192,267.875   MT  0.99990680   +1 48 32.7
 RJ1280;SPC MI N     -   616,572.67 26,877,519.27   iFT  0.99990680   +1 48 32.7
 RJ1280;UTM  16      - 5,146,746.739   692,237.810   MT  1.00005428   +1 48 52.2
 RJ1280
 RJ1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1280!SPC MI N     -   0.99997685  x   0.99990680  =   0.99988365
 RJ1280!UTM  16      -   0.99997685  x   1.00005428  =   1.00003113
 RJ1280
 RJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9223746746(NAD 83)
 RJ1280
 RJ1280                          SUPERSEDED SURVEY CONTROL
 RJ1280
 RJ1280  NAD 83(1986)-  46 26 48.81978(N)    084 29 49.47846(W) AD(       ) 2
 RJ1280  NGVD 29 (05/22/90)  184.     (m)          604.     (f) VERT ANG       
 RJ1280
 RJ1280.Superseded values are not recommended for survey control.
 RJ1280
 RJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1280.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1280
 RJ1280_MARKER: DS = TRIANGULATION STATION DISK
 RJ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1280+STABILITY: SURFACE MOTION
 RJ1280
 RJ1280  HISTORY     - Date     Condition        Report By
 RJ1280  HISTORY     - 1988     MONUMENTED       USACE
 RJ1280
 RJ1280                          STATION DESCRIPTION
 RJ1280
 RJ1280'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1280'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) SOUTHWEST OF SAULT
 RJ1280'STE MARIE, 7.4 KM (4.6 MI) NORTHEAST OF BRIMLEY ON EAST SIDE OF
 RJ1280'CEDAR POINT IN IZAAK WALTON BAY, IN SEC 25, T47N-R2W.
 RJ1280'OWNERSHIP---SAULT WEST DEVELOPMENT CORPORATION.
 RJ1280'
 RJ1280'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1280'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDAN STREET, TURN
 RJ1280'LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO
 RJ1280'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND GO
 RJ1280'WEST FOR 1.3 KM (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH
 RJ1280'TRAVEL BY BOAT UPRIVER FOR 0.75 HOURS TO IZAAK WALTON BAY, TO A
 RJ1280'POINT ON THE WEST OF BAY AND THE STATION ON THE EAST SIDE OF POINT.
 RJ1280'
 RJ1280'THE STATION IS A STANDARD COE DISK THAT IS---UNSTAMPED---, SET INTO
 RJ1280'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 RJ1280'
 RJ1280'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0510 ***********************************************************************
 QL0510  DESIGNATION -  CEDAR RIVER RESET
 QL0510  PID         -  QL0510
 QL0510  STATE/COUNTY-  MI/MENOMINEE
 QL0510  COUNTRY     -  US
 QL0510  USGS QUAD   -  CEDAR RIVER (2017)
 QL0510
 QL0510                         *CURRENT SURVEY CONTROL
 QL0510  ______________________________________________________________________
 QL0510* NAD 83(1994) POSITION- 45 25 48.43383(N) 087 19 34.81583(W)   ADJUSTED
 QL0510* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 QL0510  ______________________________________________________________________
 QL0510  GEOID HEIGHT    -        -36.688 (meters)                     GEOID18
 QL0510  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 QL0510  HORZ ORDER      -  FIRST
 QL0510
 QL0510.The horizontal coordinates were established by classical geodetic methods
 QL0510.and adjusted by the National Geodetic Survey in February 1997.
 QL0510
 QL0510.The orthometric height was scaled from a topographic map.
 QL0510
 QL0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0510.GEOID18 height accuracy estimate available here.
 QL0510
 QL0510.Click photographs - Photos may exist for this station.
 QL0510
 QL0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0510
 QL0510. The following values were computed from the NAD 83(1994) position.
 QL0510
 QL0510;                    North         East     Units Scale Factor Converg.
 QL0510;SPC MI N     -    71,940.964 7,974,462.276   MT  1.00001329   -0 14 09.1
 QL0510;SPC MI N     -   236,026.78 26,162,933.98   iFT  1.00001329   -0 14 09.1
 QL0510;SPC WI C     -   180,883.149   809,186.177   MT  0.99998744   +1 53 11.3
 QL0510;SPC WI C     -   593,447.46  2,654,804.98   sFT  0.99998744   +1 53 11.3
 QL0510;UTM  16      - 5,030,784.933   474,472.760   MT  0.99960801   -0 13 56.9
 QL0510
 QL0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0510!SPC MI N     -   0.99997769  x   1.00001329  =   0.99999098
 QL0510!SPC WI C     -   0.99997769  x   0.99998744  =   0.99996513
 QL0510!UTM  16      -   0.99997769  x   0.99960801  =   0.99958571
 QL0510
 QL0510:                Primary Azimuth Mark                     Grid Az
 QL0510:SPC MI N     -  CEDAR RIVER AZ MK                        242 41 40.7
 QL0510:SPC WI C     -  CEDAR RIVER AZ MK                        240 34 20.3
 QL0510:UTM  16      -  CEDAR RIVER AZ MK                        242 41 28.5
 QL0510
 QL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7447230784(NAD 83)
 QL0510
 QL0510|---------------------------------------------------------------------|
 QL0510| PID    Reference Object                     Distance      Geod. Az  |
 QL0510|                                                           dddmmss.s |
 QL0510| CJ4411 CEDAR RIVER RM 4                     25.312 METERS 18336     |
 QL0510| CJ4410 CEDAR RIVER AZ MK                                  2422731.6 |
 QL0510| CJ4412 CEDAR RIVER RM 5                     23.853 METERS 27747     |
 QL0510|---------------------------------------------------------------------|
 QL0510
 QL0510                          SUPERSEDED SURVEY CONTROL
 QL0510
 QL0510  NAD 83(1991)-  45 25 48.43323(N)    087 19 34.81497(W) AD(       ) 1
 QL0510  NAD 83(1986)-  45 25 48.43317(N)    087 19 34.81447(W) AD(       ) 1
 QL0510  NAD 27      -  45 25 48.52200(N)    087 19 34.38400(W) AD(       ) 1
 QL0510  USSD        -  45 25 48.76500(N)    087 19 34.12300(W) AD(       ) 3
 QL0510
 QL0510.Superseded values are not recommended for survey control.
 QL0510
 QL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0510.See file dsdata.pdf to determine how the superseded data were derived.
 QL0510
 QL0510_MARKER: DS = TRIANGULATION STATION DISK
 QL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0510_STAMPING: CEDAR RIVER USLS 1874 1954
 QL0510_MARK LOGO: CGS
 QL0510_PROJECTION: PROJECTING 10 CENTIMETERS
 QL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0510+STABILITY: SURFACE MOTION
 QL0510
 QL0510  HISTORY     - Date     Condition        Report By
 QL0510  HISTORY     - 1874     MONUMENTED       USLS
 QL0510  HISTORY     - 1905     GOOD             USLS
 QL0510  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0510  HISTORY     - 1980     GOOD             GE
 QL0510
 QL0510                          STATION DESCRIPTION
 QL0510
 QL0510'DESCRIBED BY US LAKE SURVEY 1905
 QL0510'ABOUT 3 MILES NORTH OF MOUTH OF CEDAR RIVER, ON NORTHEAST EXTREMITY OF
 QL0510'DEADMANS POINT, ABOUT 25 METERS (82 FEET) FROM SHORE, AND (IN 1905)
 QL0510'UNDER AND NEAR CENTER OF FISHERMANS SHACK (NORTHERLY OF TWO BUILDINGS,
 QL0510'OTHER BEING WAREHOUSE).  MARKED BY STONE POST ABOUT 2 FEET BELOW
 QL0510'SURFACE OF GROUND.  OVER MARK IS ANOTHER STONE POST FLUSH WITH SURFACE
 QL0510'OF GROUND.  THREE WITNESS STONES WERE SET-ONE 13 METERS (43 FEET)
 QL0510'NORTH, ONE 12.5 METERS (41 FEET) SOUTH, AND ONE 14 METERS (46 FEET)
 QL0510'WEST OF STATION.
 QL0510'
 QL0510'IN 1905 IT WAS REPORTED THAT SUBSURFACE MARK WAS NOT RECOVERED, BUT
 QL0510'SURFACE STONE WAS IN PLACE.  WITNESS STONE TO WEST WAS NOT LOCATED,
 QL0510'WITNESS STONE TO NORTH HAD BEEN DISTURBED, AND WITNESS STONE TO SOUTH
 QL0510'WAS IN PLACE, BUT TOP BROKEN.
 QL0510
 QL0510                          STATION RECOVERY (1954)
 QL0510
 QL0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0510'STATION UNDERGROUND MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 QL0510'GOOD CONDITION.  A NEW SURFACE MARK, TWO NEW REFERENCE MARKS AND AN
 QL0510'AZIMUTH MARK WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 QL0510'
 QL0510'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CEDAR RIVER ON THE
 QL0510'NORTHEAST END OF DEADMANS POINT.  IT IS 60 FEET EAST SOUTHEAST OF
 QL0510'LARGE LONE CEDAR TREE WITH TRIANGLE BLAZE, 45 FEET WEST OF EDGE OF
 QL0510'LAKE MICHIGAN AND 12 FEET SOUTH OF A TRIANGLE BLAZED TREE.  THE MARK
 QL0510'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR RIVER USLS 1874
 QL0510'1954.  NOTE 1A.  THE UNDERGROUND MARK IS A NAIL LEADED INTO A DRILL
 QL0510'HOLE IN A STONE.
 QL0510'
 QL0510'REFERENCE MARK NO. 4 IS 56 FEET WEST OF EDGE OF LAKE.  THE MARK
 QL0510'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CEDAR RIVER NO 4 USLS
 QL0510'1874 1954.  NOTE 11A.
 QL0510'
 QL0510'REFERENCE MARK NO. 5 IS 25 FEET SOUTHWEST OF LARGE LONE CEDAR TREE
 QL0510'WITH TRIANGLE BLAZE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 QL0510'STAMPED CEDAR RIVER NO 5 USLS 1874 1954.  NOTE 11A.
 QL0510'
 QL0510'AZIMUTH MARK IS 30 FEET WEST OF EDGE OF WOODS, 10 FEET EAST OF THE
 QL0510'CENTER OF THE CENTER OF TRACK ROAD LEADING TO STATION AND 2 FEET NORTH
 QL0510'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QL0510'STAMPED CEDAR RIVER USLS 1874 1954.  NOTE 16A.
 QL0510'
 QL0510'TO REACH FROM THE BRIDGE OVER THE CEDAR RIVER IN CEDAR RIVER GO NORTH
 QL0510'ON STATE HIGHWAY 35 FOR ABOUT 0.05 MILE TO SIDE ROAD RIGHT.  TURN
 QL0510'RIGHT AND GO EAST AND NORTHEAST FOR 1.4 MILES TO END OF ROAD AT
 QL0510'DRIVEWAY LEADING TO LAST HOUSE ALONG SHORE.  CONTINUE NORTHEASTERLY ON
 QL0510'WOODS ROAD FOR 0.55 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 QL0510'CONTINUE NORTHEASTERLY FOR 0.15 MILE TO STATION AS DESCRIBED.
 QL0510
 QL0510                          STATION RECOVERY (1980)
 QL0510
 QL0510'RECOVERY NOTE BY GENERAL ELECTRIC CORPORATION 1980 (FWM)
 QL0510'STATION FOUND IN GOOD ORDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0032 ***********************************************************************
 OJ0032  DESIGNATION -  CEDAR USLS
 OJ0032  PID         -  OJ0032
 OJ0032  STATE/COUNTY-  MI/ST CLAIR
 OJ0032  COUNTRY     -  US
 OJ0032  USGS QUAD   -  JEDDO OE E (2017)
 OJ0032
 OJ0032                         *CURRENT SURVEY CONTROL
 OJ0032  ______________________________________________________________________
 OJ0032* NAD 83(1986) POSITION- 43 07 46.     (N) 082 29 50.     (W)   SCALED
 OJ0032* NAVD 88 ORTHO HEIGHT -   184.049 (meters)      603.83  (feet) ADJUSTED
 OJ0032  ______________________________________________________________________
 OJ0032  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 OJ0032  DYNAMIC HEIGHT  -        184.006 (meters)      603.69  (feet) COMP
 OJ0032  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 OJ0032
 OJ0032  VERT ORDER      -  FIRST     CLASS 0
 OJ0032
 OJ0032.The horizontal coordinates were scaled from a map and have
 OJ0032.an estimated accuracy of +/- 6 seconds.
 OJ0032
 OJ0032.The orthometric height was determined by differential leveling and
 OJ0032.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0032.in June 1991.
 OJ0032
 OJ0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0032.GEOID18 height accuracy estimate available here.
 OJ0032
 OJ0032.Click photographs - Photos may exist for this station.
 OJ0032
 OJ0032.The dynamic height is computed by dividing the NAVD 88
 OJ0032.geopotential number by the normal gravity value computed on the
 OJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0032.degrees latitude (g = 980.6199 gals.).
 OJ0032
 OJ0032.The modeled gravity was interpolated from observed gravity values.
 OJ0032
 OJ0032;                    North         East    Units  Estimated Accuracy
 OJ0032;SPC MI S     -   182,680.    4,152,090.      MT  (+/- 180 meters Scaled)
 OJ0032
 OJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH782762(NAD 83)
 OJ0032
 OJ0032                          SUPERSEDED SURVEY CONTROL
 OJ0032
 OJ0032  NGVD 29 (??/??/92)  184.173  (m)          604.24   (f) ADJ UNCH    1 0
 OJ0032
 OJ0032.Superseded values are not recommended for survey control.
 OJ0032
 OJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0032.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0032
 OJ0032_MARKER: Z = SEE DESCRIPTION
 OJ0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0032_SP_SET: ROD
 OJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0032
 OJ0032  HISTORY     - Date     Condition        Report By
 OJ0032  HISTORY     - 1947     MONUMENTED       USLS
 OJ0032  HISTORY     - 1970     GOOD             USLS
 OJ0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 OJ0032
 OJ0032                          STATION DESCRIPTION
 OJ0032
 OJ0032'DESCRIBED BY US LAKE SURVEY 1970
 OJ0032'1 MI N FROM LAKEPORT.
 OJ0032'CEDAR IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.0 MILES NORTH
 OJ0032'OF FLASHER SIGNAL AT INTERSECTION OF U.S. 25 AND MILWAUKEE
 OJ0032'STREET IN LAKEPORT, IN LAKEPORT STATE PARK, NEAR THE ASSISTANT
 OJ0032'PARK MANAGERS RESIDENCE, 108.8 FEET NORTHWEST OF A 8 X 12 FOOT
 OJ0032'FRAME REGISTRATION BUILDING, 46 FEET WEST OF CENTERLINE OF
 OJ0032'NORTH-SOUTH PARK ROAD WHICH WAS OLD HIGHWAY U.S. 25, 90 FEET
 OJ0032'NORTH OF A TRIPLE TRUNK CEDAR, 8.8 FEET SOUTH OF A 30-INCH CEDAR,
 OJ0032'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OJ0032'1-INCH DIAMETER ROD, 14 FEET LONG.  BM CEDAR 1947
 OJ0032
 OJ0032                          STATION RECOVERY (1980)
 OJ0032
 OJ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0032'NOT RECOVERED, ASSISTANT MANAGERS HOUSE HAS BURNED AND REGISTRATION
 OJ0032'BUILDING RELOCATED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0215 ***********************************************************************
 RJ0215  DESIGNATION -  CEM
 RJ0215  PID         -  RJ0215
 RJ0215  STATE/COUNTY-  MI/CHIPPEWA
 RJ0215  COUNTRY     -  US
 RJ0215  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0215
 RJ0215                         *CURRENT SURVEY CONTROL
 RJ0215  ______________________________________________________________________
 RJ0215* NAD 83(1986) POSITION- 46 22 51.     (N) 084 11 01.     (W)   SCALED
 RJ0215* NAVD 88 ORTHO HEIGHT -   182.167 (meters)      597.66  (feet) ADJUSTED
 RJ0215  ______________________________________________________________________
 RJ0215  GEOID HEIGHT    -        -36.632 (meters)                     GEOID18
 RJ0215  DYNAMIC HEIGHT  -        182.177 (meters)      597.69  (feet) COMP
 RJ0215  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0215
 RJ0215  VERT ORDER      -  FIRST     CLASS 0
 RJ0215
 RJ0215.The horizontal coordinates were scaled from a map and have
 RJ0215.an estimated accuracy of +/- 6 seconds.
 RJ0215
 RJ0215.The orthometric height was determined by differential leveling and
 RJ0215.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0215.in June 1991.
 RJ0215
 RJ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0215.GEOID18 height accuracy estimate available here.
 RJ0215
 RJ0215.Click photographs - Photos may exist for this station.
 RJ0215
 RJ0215.The dynamic height is computed by dividing the NAVD 88
 RJ0215.geopotential number by the normal gravity value computed on the
 RJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0215.degrees latitude (g = 980.6199 gals.).
 RJ0215
 RJ0215.The modeled gravity was interpolated from observed gravity values.
 RJ0215
 RJ0215;                    North         East    Units  Estimated Accuracy
 RJ0215;SPC MI N     -   181,400.    8,216,600.      MT  (+/- 180 meters Scaled)
 RJ0215
 RJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS165402(NAD 83)
 RJ0215
 RJ0215                          SUPERSEDED SURVEY CONTROL
 RJ0215
 RJ0215.No superseded survey control is available for this station.
 RJ0215
 RJ0215_MARKER: I = METAL ROD
 RJ0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0215_PROJECTION: FLUSH
 RJ0215_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0215_ROD/PIPE-DEPTH: 8.8 meters
 RJ0215
 RJ0215  HISTORY     - Date     Condition        Report By
 RJ0215  HISTORY     - 1969     MONUMENTED       USLS
 RJ0215  HISTORY     - 1969     GOOD             USLS
 RJ0215  HISTORY     - 1983     GOOD             NGS
 RJ0215
 RJ0215                          STATION DESCRIPTION
 RJ0215
 RJ0215'DESCRIBED BY US LAKE SURVEY 1969
 RJ0215'AT SUGAR ISLAND.
 RJ0215'CEM IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0215'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0215'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0215'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0
 RJ0215'MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT AT
 RJ0215'Y-INTERSECTION, GO 1.0 MILE SOUTHWEST TO CEMETERY ON RIGHT,
 RJ0215'138.5 FEET NORTHWEST OF A UTILITY POLE, 39 FEET SOUTHWEST OF
 RJ0215'CENTERLINE OF ROAD, 38.6 FEET SOUTHEAST OF A UTILITY POLE,
 RJ0215'7.5 FEET SOUTHWEST OF FENCE CORNER, 1-FOOT BELOW THE GROUND
 RJ0215'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0215'COPPER-COATED STEEL ROD, 29 FEET LONG.
 RJ0215
 RJ0215                          STATION RECOVERY (1983)
 RJ0215
 RJ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0215'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0215'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0215'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0215'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0215'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0215'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0215'(0.45 MI) EAST TO A Y JUNCTION, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 RJ0215'HOMESTEAD ROAD TO A CEMETARY AND THE MARK AT THE NORTHEAST CORNER OF
 RJ0215'THE CEMETARY, 11.9 METERS (39.0 FT) SOUTHWEST OF THE APPROXIMATE
 RJ0215'CENTER OF THE ROAD, 6.8 METERS (22.4 FT) SOUTHEAST OF THE APPROXIMATE
 RJ0215'CENTER OF A WOODS ROAD LEADING WEST-NORTHWEST, 4.3 METERS (14.0 FT)
 RJ0215'WEST-SOUTHWEST OF THE CENTER OF THE SOUTHEAST END OF A 24 INCH METAL
 RJ0215'PIPE CULVERT, AND 3.0 METERS (10.0 FT) EAST-SOUTHEAST OF A TELEPHONE
 RJ0215'JUNCTION BOX.
 RJ0215'THE MARK IS 2.3 METERS  SW FROM A WITNESS POST.
 RJ0215'THE MARK IS 0.61 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0079 ***********************************************************************
 NE0079  DESIGNATION -  CEMENT USLS
 NE0079  PID         -  NE0079
 NE0079  STATE/COUNTY-  MI/ST CLAIR
 NE0079  COUNTRY     -  US
 NE0079  USGS QUAD   -  PORT HURON (2017)
 NE0079
 NE0079                         *CURRENT SURVEY CONTROL
 NE0079  ______________________________________________________________________
 NE0079* NAD 83(1986) POSITION- 42 59 50.     (N) 082 25 36.     (W)   SCALED
 NE0079* NAVD 88 ORTHO HEIGHT -   179.181 (meters)      587.86  (feet) ADJUSTED
 NE0079  ______________________________________________________________________
 NE0079  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 NE0079  DYNAMIC HEIGHT  -        179.136 (meters)      587.72  (feet) COMP
 NE0079  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 NE0079
 NE0079  VERT ORDER      -  FIRST     CLASS 0
 NE0079
 NE0079.The horizontal coordinates were scaled from a map and have
 NE0079.an estimated accuracy of +/- 6 seconds.
 NE0079
 NE0079.The orthometric height was determined by differential leveling and
 NE0079.adjusted by the NATIONAL GEODETIC SURVEY
 NE0079.in June 1991.
 NE0079
 NE0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0079.GEOID18 height accuracy estimate available here.
 NE0079
 NE0079.Click photographs - Photos may exist for this station.
 NE0079
 NE0079.The dynamic height is computed by dividing the NAVD 88
 NE0079.geopotential number by the normal gravity value computed on the
 NE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0079.degrees latitude (g = 980.6199 gals.).
 NE0079
 NE0079.The modeled gravity was interpolated from observed gravity values.
 NE0079
 NE0079;                    North         East    Units  Estimated Accuracy
 NE0079;SPC MI S     -   168,130.    4,158,170.      MT  (+/- 180 meters Scaled)
 NE0079
 NE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837614(NAD 83)
 NE0079
 NE0079                          SUPERSEDED SURVEY CONTROL
 NE0079
 NE0079  NGVD 29 (??/??/92)  179.297  (m)          588.24   (f) ADJ UNCH    1 0
 NE0079
 NE0079.Superseded values are not recommended for survey control.
 NE0079
 NE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0079.See file dsdata.pdf to determine how the superseded data were derived.
 NE0079
 NE0079_MARKER: Z = SEE DESCRIPTION
 NE0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0079_SP_SET: STEEL ROD
 NE0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0079
 NE0079  HISTORY     - Date     Condition        Report By
 NE0079  HISTORY     - 1954     MONUMENTED       USLS
 NE0079  HISTORY     - 1970     GOOD             USLS
 NE0079  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0079  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0079  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0079
 NE0079                          STATION DESCRIPTION
 NE0079
 NE0079'DESCRIBED BY US LAKE SURVEY 1970
 NE0079'AT PORT HURON.
 NE0079'CEMENT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY OF
 NE0079'THE PEERLESS CEMENT CORPORATION, ABOUT 650 FEET SOUTH OF THE
 NE0079'LARGE STACK, 82 FEET TOWARD RIVER FROM SOUTHEAST CORNER OF THE
 NE0079'SHEET METAL CLAY MILL BUILDING, ON LINE WITH SOUTH FACE OF THE
 NE0079'REINFORCED CONCRETE PACK HOUSE BUILDING, 53.2 FEET UPSTREAM
 NE0079'FROM A UTILITY POLE, 8.7 FEET WEST OF WEST RAIL OF 2-TRACK
 NE0079'RAILWAY, 1.1 FEET TOWARD RIVER FROM EAST EDGE OF CONCRETE
 NE0079'DRIVEWAY AT POINT MARKED BY CHISELED ARROW, 1/2-FOOT BELOW
 NE0079'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A ONE INCH
 NE0079'DIAMETER STEEL REINFORCING ROD, 8 FEET LONG.  NOTE-- PREV. DESIG.
 NE0079'BM CEMENT 1954.
 NE0079
 NE0079                          STATION RECOVERY (1980)
 NE0079
 NE0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0079'NOT RECOVERED THE CEMENT STACK AND COMPANY HAVE BEEN TORN DOWN
 NE0079
 NE0079                          STATION RECOVERY (1994)
 NE0079
 NE0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0079'MARK NOT FOUND.
 NE0079
 NE0079                          STATION RECOVERY (1997)
 NE0079
 NE0079'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0050 ***********************************************************************
 QK0050  DESIGNATION -  CEMETARY
 QK0050  PID         -  QK0050
 QK0050  STATE/COUNTY-  MI/CHEBOYGAN
 QK0050  COUNTRY     -  US
 QK0050  USGS QUAD   -  ALOHA (2017)
 QK0050
 QK0050                         *CURRENT SURVEY CONTROL
 QK0050  ______________________________________________________________________
 QK0050* NAD 83(1986) POSITION- 45 33 33.79   (N) 084 24 55.25   (W)   HD_HELD1
 QK0050* NAVD 88 ORTHO HEIGHT -   209.723 (meters)      688.07  (feet) ADJUSTED
 QK0050  ______________________________________________________________________
 QK0050  GEOID HEIGHT    -        -35.987 (meters)                     GEOID18
 QK0050  DYNAMIC HEIGHT  -        209.718 (meters)      688.05  (feet) COMP
 QK0050  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QK0050
 QK0050  VERT ORDER      -  FIRST     CLASS I
 QK0050
 QK0050.The horizontal coordinates were determined by differentially corrected
 QK0050.hand held GPS observations or other comparable positioning techniques
 QK0050.and have an estimated accuracy of +/- 3 meters.
 QK0050
 QK0050.The orthometric height was determined by differential leveling and
 QK0050.adjusted by the NATIONAL GEODETIC SURVEY
 QK0050.in June 1991.
 QK0050
 QK0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0050.GEOID18 height accuracy estimate available here.
 QK0050
 QK0050.Click photographs - Photos may exist for this station.
 QK0050
 QK0050.The dynamic height is computed by dividing the NAVD 88
 QK0050.geopotential number by the normal gravity value computed on the
 QK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0050.degrees latitude (g = 980.6199 gals.).
 QK0050
 QK0050.The modeled gravity was interpolated from observed gravity values.
 QK0050
 QK0050;                    North         East    Units  Estimated Accuracy
 QK0050;SPC MI C     -   249,217.5   5,996,199.3     MT  (+/- 3 meters HH1 GPS) 
 QK0050
 QK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0171748343(NAD 83)
 QK0050
 QK0050                          SUPERSEDED SURVEY CONTROL
 QK0050
 QK0050.No superseded survey control is available for this station.
 QK0050
 QK0050_MARKER: I = METAL ROD
 QK0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0050+WITH SETTING: INTO GROUND
 QK0050_PROJECTION: RECESSED 8 CENTIMETERS
 QK0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0050+STABILITY: SURFACE MOTION
 QK0050
 QK0050  HISTORY     - Date     Condition        Report By
 QK0050  HISTORY     - 1962     MONUMENTED       NONE
 QK0050  HISTORY     - 1973     GOOD             USLS
 QK0050  HISTORY     - 20180611 POOR             MIDT
 QK0050
 QK0050                          STATION DESCRIPTION
 QK0050
 QK0050'DESCRIBED BY US LAKE SURVEY 1973
 QK0050'3.2 MI S FROM CHEBOYGAN.
 QK0050'CEMETARY IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.2 MILES SOUTHERLY ALONG
 QK0050'HWY. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0050'THENCE 30.1 MILES SOUTH ALONG HIGHWAY M-33 FROM THE JUNCTION OF
 QK0050'HWYS. M-27 AND M-33, THENCE 2.0 MILES EAST OF INTERSECTION OF
 QK0050'M-33 AND ORCHARD BEACH ROAD, ON THE NORTHEAST CORNER OF THE
 QK0050'INTERSECTION OF ORCHARD BEACH ROAD AND SOUTH RIVER ROAD, 29.4
 QK0050'FEET EAST OF EAST CORNER OF NORTHERLY OF TWO STONE PILLARS AT
 QK0050'ENTRANCE TO ST. FRANCIS CEMETARY, 22.0 FEET SOUTHWEST OF WEST
 QK0050'CORNER OF STONE BUILDING, 13.2 FEET NORTHEAST OF NORTHEASTERLY
 QK0050'FACE OF SOUTHERLY STONE PILLAR, 4.4 FEET SOUTHWEST OF TRIANGULAR
 QK0050'BLAZE IN A 4-INCH CEDAR, 1.9 FEET SOUTHWEST OF SOUTH CORNER AND
 QK0050'IN LINE WITH SOUTHEAST FACE OF THE STONE BUILDING, 1/4 FOOT
 QK0050'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 5/8-INCH
 QK0050'DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.  NOTE-- PREV.
 QK0050'DESIG. CEMETARY 1962.
 QK0050
 QK0050                          STATION RECOVERY (2018)
 QK0050
 QK0050'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 QK0050'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1320 ***********************************************************************
 RJ1320  DESIGNATION -  CENTER ISLAND PLT+019
 RJ1320  PID         -  RJ1320
 RJ1320  STATE/COUNTY-  MI/CHIPPEWA
 RJ1320  COUNTRY     -  US
 RJ1320  USGS QUAD   -  SHALLOWS (2017)
 RJ1320
 RJ1320                         *CURRENT SURVEY CONTROL
 RJ1320  ______________________________________________________________________
 RJ1320* NAD 83(1994) POSITION- 46 27 29.76935(N) 084 27 59.53388(W)   ADJUSTED
 RJ1320* NAVD 88 ORTHO HEIGHT -   184.4   (meters)      605.    (feet) VERTCON3
 RJ1320  ______________________________________________________________________
 RJ1320  GEOID HEIGHT    -        -36.512 (meters)                     GEOID18
 RJ1320  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 RJ1320  HORZ ORDER      -  SECOND
 RJ1320
 RJ1320.The horizontal coordinates were established by classical geodetic methods
 RJ1320.and adjusted by the National Geodetic Survey in February 1997.
 RJ1320
 RJ1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1320
 RJ1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1320.GEOID18 height accuracy estimate available here.
 RJ1320
 RJ1320.Click photographs - Photos may exist for this station.
 RJ1320
 RJ1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1320
 RJ1320. The following values were computed from the NAD 83(1994) position.
 RJ1320
 RJ1320;                    North         East     Units Scale Factor Converg.
 RJ1320;SPC MI N     -   189,269.312 8,194,572.756   MT  0.99990738   +1 49 52.2
 RJ1320;SPC MI N     -   620,962.31 26,885,081.22   iFT  0.99990738   +1 49 52.2
 RJ1320;UTM  16      - 5,148,085.131   694,542.911   MT  1.00006524   +1 50 13.2
 RJ1320
 RJ1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1320!SPC MI N     -   0.99997683  x   0.99990738  =   0.99988421
 RJ1320!UTM  16      -   0.99997683  x   1.00006524  =   1.00004206
 RJ1320
 RJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9454248085(NAD 83)
 RJ1320
 RJ1320                          SUPERSEDED SURVEY CONTROL
 RJ1320
 RJ1320  NAD 83(1986)-  46 27 29.76085(N)    084 27 59.53065(W) AD(       ) 2
 RJ1320  NGVD 29 (05/22/90)  184.3    (m)          605.     (f) VERT ANG       
 RJ1320
 RJ1320.Superseded values are not recommended for survey control.
 RJ1320
 RJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1320.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1320
 RJ1320_MARKER: DS = TRIANGULATION STATION DISK
 RJ1320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1320+WITH SETTING: INFORMATION.
 RJ1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1320
 RJ1320  HISTORY     - Date     Condition        Report By
 RJ1320  HISTORY     - 1988     MONUMENTED       USACE
 RJ1320
 RJ1320                          STATION DESCRIPTION
 RJ1320
 RJ1320'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1320'THE STATION IS LOCATED ABOUT 1 KM (6.3 MI) SOUTHWEST OF SAULT STE
 RJ1320'MARIE, 10.1 KM (6.3 MI) NORTHEAST OF BRIMLEY
 RJ1320'ON THE MIDDLE ISLAND OF A GROUP OF THREE IN IZAAK WALTON BAY
 RJ1320'IN FRAC SEC 20, T47N-R1W.
 RJ1320'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1320'
 RJ1320'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1320'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET,
 RJ1320'TURN LEFT AND GO SOUTH
 RJ1320'FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF SOUTH
 RJ1320'STREET AND MERIDIAN STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1320'(0.60 MI) ON GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1320'UPRIVER FOR 1 HOUR TO IZAAK WALTON BAY TO CENTER ISLAND WHERE
 RJ1320'THE STATION IS LOCATED.
 RJ1320'
 RJ1320'THE STATION IS A STANDARD COE DISK
 RJ1320'THAT IS STAMPED---PLT+019 1988---, SET INTO A COVERED CYLINDER  AND
 RJ1320'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN 6.4 METER (21 FT) INTO
 RJ1320'THE
 RJ1320'GROUND. LOCATED ON NORTHWEST SIDE OF ISLAND, FACING CANADA, 182.9
 RJ1320'METERS
 RJ1320'(600 FT) FROM THE EDGE OF ISLAND CONNECTING SAND ISLAND, 4.6 METERS
 RJ1320'(15 FT) FROM BANK.
 RJ1320'
 RJ1320'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI1838 ***********************************************************************
 DI1838  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1838  DESIGNATION -  CENTERVILLE CORS ARP
 DI1838  CORS_ID     -  MICV
 DI1838  PID         -  DI1838
 DI1838  STATE/COUNTY-  MI/ST JOSEPH
 DI1838  COUNTRY     -  US
 DI1838  USGS QUAD   -  THREE RIVERS EAST (2017)
 DI1838
 DI1838                         *CURRENT SURVEY CONTROL
 DI1838  ______________________________________________________________________
 DI1838* NAD 83(2011) POSITION- 41 55 21.69646(N) 085 30 58.36323(W)   ADJUSTED
 DI1838* NAD 83(2011) ELLIP HT-   224.539 (meters)        (04/??/25)   ADJUSTED
 DI1838* NAD 83(2011) EPOCH   -  2010.00
 DI1838  ______________________________________________________________________
 DI1838  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 DI1838  NAD 83(2011) X  -    371,568.091 (meters)                     COMP
 DI1838  NAD 83(2011) Y  - -4,738,361.008 (meters)                     COMP
 DI1838  NAD 83(2011) Z  -  4,239,368.871 (meters)                     COMP
 DI1838
 DI1838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1838  Standards:
 DI1838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1838  -------------------------------------------------------------------
 DI1838  NETWORK    0.17   0.24           0.06   0.07   0.12     -0.33533100
 DI1838  -------------------------------------------------------------------
 DI1838
 DI1838.The coordinates were established by GPS observations
 DI1838.and adjusted by the National Geodetic Survey in April 2025.
 DI1838
 DI1838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1838.been affixed to the stable North American Tectonic Plate. 
 DI1838
 DI1838.The coordinates are valid at the epoch date displayed above
 DI1838.which is a decimal equivalence of Year/Month/Day.
 DI1838
 DI1838.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI1838.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI1838.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI1838.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI1838.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI1838.published epoch of 2010.00.
 DI1838
 DI1838.Additional information on MYCS is available at:
 DI1838.https://geodesy.noaa.gov/CORS/index.shtml
 DI1838
 DI1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1838.GEOID18 height accuracy estimate available here.
 DI1838
 DI1838.The PID for the CORS L1 Phase Center is DR5960.
 DI1838
 DI1838.Click photographs - Photos may exist for this station.
 DI1838
 DI1838.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1838
 DI1838.The ellipsoidal height was determined by GPS observations
 DI1838.and is referenced to NAD 83.
 DI1838
 DI1838. The following values were computed from the NAD 83(2011) position.
 DI1838
 DI1838;                    North         East     Units Scale Factor Converg.
 DI1838;SPC MI S     -    47,604.069 3,904,642.615   MT  1.00004669   -0 46 56.3
 DI1838;SPC MI S     -   156,181.33 12,810,507.27   iFT  1.00004669   -0 46 56.3
 DI1838;UTM  16      - 4,642,257.549   623,033.916   MT  0.99978627   +0 59 29.3
 DI1838
 DI1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1838!SPC MI S     -   0.99996478  x   1.00004669  =   1.00001147
 DI1838!UTM  16      -   0.99996478  x   0.99978627  =   0.99975106
 DI1838
 DI1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2303342257(NAD 83)
 DI1838
 DI1838                          SUPERSEDED SURVEY CONTROL
 DI1838
 DI1838  NAD 83(2011)-  41 55 21.69669(N)    085 30 58.36331(W) AD(2010.00) c
 DI1838  ELLIP H (05/??/21)  224.536  (m)                       GP(2010.00) c c
 DI1838  NAD 83(2011)-  41 55 21.69647(N)    085 30 58.36306(W) AD(2010.00) c
 DI1838  ELLIP H (07/??/20)  224.536  (m)                       GP(2010.00) c c
 DI1838  NAD 83(2011)-  41 55 21.69646(N)    085 30 58.36319(W) AD(2010.00) c
 DI1838  ELLIP H (06/??/19)  224.547  (m)                       GP(2010.00) c c
 DI1838  NAD 83(2011)-  41 55 21.69652(N)    085 30 58.36297(W) AD(2010.00) c
 DI1838  NAD 83(2011)-  41 55 21.69642(N)    085 30 58.36300(W) AD(2010.00) c
 DI1838  ELLIP H (08/??/11)  224.535  (m)                       GP(2010.00) c c
 DI1838  NAD 83(CORS)-  41 55 21.69649(N)    085 30 58.36334(W) AD(2002.00) c
 DI1838  ELLIP H (10/??/06)  224.554  (m)                       GP(2002.00) c c
 DI1838
 DI1838.Superseded values are not recommended for survey control.
 DI1838
 DI1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1838.See file dsdata.pdf to determine how the superseded data were derived.
 DI1838
 DI1838_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1838
 DI1838                          STATION DESCRIPTION
 DI1838
 DI1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI1838'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI1838'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI1838'AND LOG FILES ACCESSIBLE AT:
 DI1838'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0160 ***********************************************************************
 SG0160  DESIGNATION -  CENTRAL
 SG0160  PID         -  SG0160
 SG0160  STATE/COUNTY-  MI/KEWEENAW
 SG0160  COUNTRY     -  US
 SG0160  USGS QUAD   -  EAGLE HARBOR (2017)
 SG0160
 SG0160                         *CURRENT SURVEY CONTROL
 SG0160  ______________________________________________________________________
 SG0160* NAD 83(1994) POSITION- 47 24 28.87130(N) 088 11 44.52930(W)   ADJUSTED
 SG0160* NAVD 88 ORTHO HEIGHT -   388.    (meters)     1273.    (feet) SCALED
 SG0160  ______________________________________________________________________
 SG0160  GEOID HEIGHT    -        -34.768 (meters)                     GEOID18
 SG0160  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 SG0160  HORZ ORDER      -  THIRD
 SG0160
 SG0160.The horizontal coordinates were established by classical geodetic methods
 SG0160.and adjusted by the National Geodetic Survey in February 1997.
 SG0160
 SG0160.The orthometric height was scaled from a topographic map.
 SG0160
 SG0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0160.GEOID18 height accuracy estimate available here.
 SG0160
 SG0160.Click photographs - Photos may exist for this station.
 SG0160
 SG0160.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0160
 SG0160. The following values were computed from the NAD 83(1994) position.
 SG0160
 SG0160;                    North         East     Units Scale Factor Converg.
 SG0160;SPC MI N     -   292,421.516 7,909,749.072   MT  1.00009556   -0 51 51.3
 SG0160;SPC MI N     -   959,388.18 25,950,620.31   iFT  1.00009556   -0 51 51.3
 SG0160;UTM  16      - 5,251,200.508   409,790.913   MT  0.99970001   -0 52 49.2
 SG0160
 SG0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0160!SPC MI N     -   0.99994464  x   1.00009556  =   1.00004019
 SG0160!UTM  16      -   0.99994464  x   0.99970001  =   0.99964466
 SG0160
 SG0160:                Primary Azimuth Mark                     Grid Az
 SG0160:SPC MI N     -  CENTRAL FIRE TOWER                       070 28 24.4
 SG0160:UTM  16      -  CENTRAL FIRE TOWER                       070 29 22.3
 SG0160
 SG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT0979051200(NAD 83)
 SG0160
 SG0160|---------------------------------------------------------------------|
 SG0160| PID    Reference Object                     Distance      Geod. Az  |
 SG0160|                                                           dddmmss.s |
 SG0160| SG0162 CENTRAL FIRE TOWER                  APPROX. 1.6 KM 0693633.1 |
 SG0160|---------------------------------------------------------------------|
 SG0160
 SG0160                          SUPERSEDED SURVEY CONTROL
 SG0160
 SG0160  NAD 83(1986)-  47 24 28.86140(N)    088 11 44.50136(W) AD(       ) 3
 SG0160  NAD 27      -  47 24 29.17100(N)    088 11 44.09000(W) AD(       ) 3
 SG0160
 SG0160.Superseded values are not recommended for survey control.
 SG0160
 SG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0160.See file dsdata.pdf to determine how the superseded data were derived.
 SG0160
 SG0160_MARKER: DD = SURVEY DISK
 SG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0160_STAMPING: CENTRAL 1934
 SG0160_MARK LOGO: CGS+SS
 SG0160_PROJECTION: RECESSED 5 CENTIMETERS
 SG0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0160+STABILITY: SURFACE MOTION
 SG0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0160+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 SG0160
 SG0160  HISTORY     - Date     Condition        Report By
 SG0160  HISTORY     - 1934     MONUMENTED       MIGS
 SG0160  HISTORY     - 19941227 GOOD             MIDT
 SG0160  HISTORY     - 20000608 GOOD             USPSQD
 SG0160  HISTORY     - 20010908 GOOD             USPSQD
 SG0160  HISTORY     - 20080722 GOOD             GEOCAC
 SG0160  HISTORY     - 20180606 GOOD             MIDT
 SG0160
 SG0160                          STATION DESCRIPTION
 SG0160
 SG0160'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0160'IN CENTRAL LOCATION, IN SEC. 24, T. 58 N., R. 31 W., UNDER
 SG0160'AN OLD APPLE TREE EASTERLY FROM A HOUSE.
 SG0160'
 SG0160'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0160'HARBOR ABOUT 18 MILES TO CENTRAL LOCATION AND THE CROSS
 SG0160'ROAD THAT LEADS SOUTH TO GRATIOT LAKE, TURN OFF TO NORTH
 SG0160'(AWAY FROM GRATIOT LAKE) ON THIS CROSS ROAD, DRIVE ABOUT 0.2 MILE
 SG0160'TO THE STREET OF CENTRAL LOCATION LEADING EASTERLY PARALLEL
 SG0160'TO THE MAIN HIGHWAY, TURN INTO AND FOLLOW THIS STREET ABOUT
 SG0160'0.3 MILE EASTERLY TO A POINT JUST EAST OF THE MOST EASTERLY
 SG0160'HOUSE ON THE SOUTH SIDE OF ROAD.
 SG0160'
 SG0160'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0160'DISK SET IN CONCRETE.
 SG0160'
 SG0160'THE CENTER OF THE CAB AT CENTRAL FIRE TOWER SERVES AS A
 SG0160'CONVENIENT AZIMUTH MARK FOR STATION CENTRAL, AND AT THIS
 SG0160'STATION IS 16 SECONDS TO RIGHT OF TRUE STATION CENTRAL FIRE
 SG0160'TOWER.
 SG0160
 SG0160                          STATION RECOVERY (1994)
 SG0160
 SG0160'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0160'STATION IS LOCATED IN CENTRAL LOCATION, IN SECTION 24, T-58-N, R-31-W.
 SG0160'ABOUT 17.0 MI (27.4 KM) NORTHEAST OF CALUMET, 5.0 MI (8.0 KM)
 SG0160'SOUTHWEST OF EAGLE HARBOR AND 4.0 MI (6.4 KM) NORTH ALONG U.S. HIGHWAY
 SG0160'41 FROM ITS JUNCTION WITH STATE HIGHWAY M26 AT PHOENIX LEADING TO
 SG0160'CENTRAL.  FROM THE JUNCTION OF US HIGHWAY 41 AND STATE HIGHWAY M-203
 SG0160'AT THE NORTH EDGE OF CALUMET, FOLLOW U.S. HIGHWAY 41 NORTH FOR 17.2 MI
 SG0160'(27.7 KM) TO AN OLD MINING LOCATION KNOWN AS CENTRAL AND A ROAD
 SG0160'LEADING SOUTH TO GRATIOT LAKE.  TURN LEFT NORTH UP THE HILL ABOUT 0.2
 SG0160'MI (0.3 KM) TO A CROSS STREET.  TURN RIGHT EAST FOR ABOUT 0.3 MI (0.5
 SG0160'KM) TO THE LAST HOUSE ON THE RIGHT AND STATION. STATION IS 35.0 FT
 SG0160'(10.7 M) SOUTH OF THE CENTERLINE OF THE STREET, 49.5 FT (15.1 M)
 SG0160'NORTHEAST OF A 12-INCH TWIN TRUNKED APPLE TREE, 39.0 FT (11.9 M) WEST
 SG0160'OF THE CENTERLINE OF A DRIVE SOUTH OFF THE STREET, ABOUT 2-INCHES
 SG0160'BELOW THE GROUND SURFACE AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 SG0160'WITNESS POST.  MARK IS NOT COVERED OVER, DISK IN SQUARE CONCRETE
 SG0160'MONUMENT.
 SG0160
 SG0160                          STATION RECOVERY (2000)
 SG0160
 SG0160'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0160'RECOVERED IN GOOD CONDITION.
 SG0160
 SG0160                          STATION RECOVERY (2001)
 SG0160
 SG0160'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0160'RECOVERED IN GOOD CONDITION.
 SG0160
 SG0160                          STATION RECOVERY (2008)
 SG0160
 SG0160'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 SG0160'RECOVERED IN GOOD CONDITION.
 SG0160
 SG0160                          STATION RECOVERY (2018)
 SG0160
 SG0160'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BLJ)
 SG0160'THE HOMEOWNER ADJACENT TO THE MARK HAS PLANTED SOME RED PINES TO THE
 SG0160'SOUTH THAT WILL CHANGE SITE SUITABILITY AS THEY MATURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0162 ***********************************************************************
 SG0162  DESIGNATION -  CENTRAL FIRE TOWER
 SG0162  PID         -  SG0162
 SG0162  STATE/COUNTY-  MI/KEWEENAW
 SG0162  COUNTRY     -  US
 SG0162  USGS QUAD   -  EAGLE HARBOR (2017)
 SG0162
 SG0162                         *CURRENT SURVEY CONTROL
 SG0162  ______________________________________________________________________
 SG0162* NAD 83(1994) POSITION- 47 24 47.46927(N) 088 10 30.79471(W)   ADJUSTED
 SG0162* NAVD 88 ORTHO HEIGHT -   388.    (meters)     1273.    (feet) SCALED
 SG0162  ______________________________________________________________________
 SG0162  GEOID HEIGHT    -        -34.809 (meters)                     GEOID18
 SG0162  LAPLACE CORR    -         -7.67  (seconds)                    DEFLEC18
 SG0162  HORZ ORDER      -  THIRD
 SG0162
 SG0162.The horizontal coordinates were established by classical geodetic methods
 SG0162.and adjusted by the National Geodetic Survey in February 1997.
 SG0162
 SG0162.The orthometric height was scaled from a topographic map.
 SG0162
 SG0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0162.GEOID18 height accuracy estimate available here.
 SG0162
 SG0162.Click photographs - Photos may exist for this station.
 SG0162
 SG0162.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0162
 SG0162. The following values were computed from the NAD 83(1994) position.
 SG0162
 SG0162;                    North         East     Units Scale Factor Converg.
 SG0162;SPC MI N     -   292,972.750 7,911,303.430   MT  1.00009734   -0 50 58.0
 SG0162;SPC MI N     -   961,196.69 25,955,719.91   iFT  1.00009734   -0 50 58.0
 SG0162;UTM  16      - 5,251,751.089   411,344.805   MT  0.99969659   -0 51 55.1
 SG0162
 SG0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0162!SPC MI N     -   0.99994464  x   1.00009734  =   1.00004198
 SG0162!UTM  16      -   0.99994464  x   0.99969659  =   0.99964125
 SG0162
 SG0162:                Primary Azimuth Mark                     Grid Az
 SG0162:SPC MI N     -  CENTRAL FIRE TOWER AZ MK                 132 10 05.8
 SG0162:UTM  16      -  CENTRAL FIRE TOWER AZ MK                 132 11 02.9
 SG0162
 SG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1134451751(NAD 83)
 SG0162
 SG0162|---------------------------------------------------------------------|
 SG0162| PID    Reference Object                     Distance      Geod. Az  |
 SG0162|                                                           dddmmss.s |
 SG0162| CJ2331 CENTRAL FIRE TOWER AZ MK                           1311907.8 |
 SG0162|---------------------------------------------------------------------|
 SG0162
 SG0162                          SUPERSEDED SURVEY CONTROL
 SG0162
 SG0162  NAD 83(1986)-  47 24 47.45911(N)    088 10 30.76688(W) AD(       ) 3
 SG0162  NAD 27      -  47 24 47.76800(N)    088 10 30.36900(W) AD(       ) 3
 SG0162
 SG0162.Superseded values are not recommended for survey control.
 SG0162
 SG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0162.See file dsdata.pdf to determine how the superseded data were derived.
 SG0162
 SG0162_MARKER: DD = SURVEY DISK
 SG0162_SETTING: 66 = SET IN ROCK OUTCROP
 SG0162_MARK LOGO: CGS+SS
 SG0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SG0162+STABILITY: POSITION/ELEVATION WELL
 SG0162
 SG0162  HISTORY     - Date     Condition        Report By
 SG0162  HISTORY     - 1934     MONUMENTED       MIGS
 SG0162
 SG0162                          STATION DESCRIPTION
 SG0162
 SG0162'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0162'NEAR CENTRAL LOCATION IN SEC. 19, T. 58 N., R. 30 W., UNDER
 SG0162'THE LOOKOUT TOWER AT THE FOLLOWING DISTANCES FROM THE NEAREST
 SG0162'CORNERS OF SQUARE CAPS OF CONCRETE FOOTINGS--12.49 FEET FROM
 SG0162'NORTHEASTERN CAP, 14.25 FEET FROM SOUTHEASTERN CAP, 17.28
 SG0162'FEET FROM SOUTHWESTERN CAP AND 15.43 FEET FROM NORTHWESTERN CAP.
 SG0162'
 SG0162'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0162'HARBOR THROUGH PHOENIX LOCATION TO CENTRAL LOCATION, WHICH IS
 SG0162'4.0 MILES EAST FROM PHOENIX, CONTINUE FOR 1.6 MILES EAST
 SG0162'AND TURN OFF TO THE NORTH INTO A WOODS-ROAD, FOLLOW THIS
 SG0162'ROAD FOR 0.3 MILE TO FORKS, TAKE LEFT FORK FOR A FEW PACES
 SG0162'TO A TRAIL ON EAST SIDE.  PARK CAR AND PROCEED EAST ON FOOT
 SG0162'ALONG THE NOW (1935) WELL-CLEARED TRAIL TO THE HIGHEST POINT
 SG0162'OF THE RIDGE AND FIRE LOOKOUT TOWER.
 SG0162'
 SG0162'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C.
 SG0162'AND G.S. AND S.S. BRONZE DISKS SET IN CONCRETE IN OUTCROPPING
 SG0162'BEDROCK.
 SG0162'
 SG0162'REFERENCE MARK IS STAMPED AZI (IN ERROR) AND HAS AN ARROW
 SG0162'POINTING TO THE STATION, IT IS 3 OR 4 PACES NORTH FROM THE
 SG0162'TRAIL LEADING UP TO THE STATION.
 SG0162'
 SG0162'AZIMUTH MARK IS AT THE EAST END OF THE CREST OF THE RIDGE
 SG0162'ON THE OPPOSITE SIDE OF THE MAIN CALUMET-COPPER HARBOR HIGHWAY
 SG0162'FROM THE STATION.
 SG0162'
 SG0162'TO REACH AZIMUTH MARK FROM THE ENTRANCE TO THE WOODS-ROAD
 SG0162'THAT LEADS TO THE STATION, PROCEED ON FOOT ALONG THE HIGHWAY
 SG0162'FOR 250 PACES TOWARD CENTRAL LOCATION.  THE POINT THUS REACHED
 SG0162'IS SOME 40 PACES EAST FROM A LARGE, PROMINENT, FLAT-FACED
 SG0162'OUTCROP ON THE SOUTH SIDE OF THE ROAD AND IS ABREAST OF THE
 SG0162'HIGHEST POINT OF THE RIDGE TO THE SOUTH OF THE HIGHWAY.  WALK
 SG0162'UP THE STEEP SLOPE OF THE RIDGE SOUTH AT RIGHT ANGLES TO THE
 SG0162'ROAD ABOUT 90 PACES TO THE AZIMUTH MARK.
 SG0162'
 SG0162'HEIGHT OF LIGHT ABOVE STATION MARK - 32.60 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0827 ***********************************************************************
 QK0827  DESIGNATION -  CENTRAL LAKE
 QK0827  PID         -  QK0827
 QK0827  STATE/COUNTY-  MI/ANTRIM
 QK0827  COUNTRY     -  US
 QK0827  USGS QUAD   -  CENTRAL LAKE (2017)
 QK0827
 QK0827                         *CURRENT SURVEY CONTROL
 QK0827  ______________________________________________________________________
 QK0827* NAD 83(1994) POSITION- 45 03 59.06319(N) 085 17 43.06868(W)   ADJUSTED
 QK0827* NAVD 88 ORTHO HEIGHT -   295.13  (+/-2cm)      968.3   (feet) VERTCON3
 QK0827  ______________________________________________________________________
 QK0827  GEOID HEIGHT    -        -34.625 (meters)                     GEOID18
 QK0827  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 QK0827  HORZ ORDER      -  FIRST
 QK0827  VERT ORDER      -  THIRD ? (See Below)
 QK0827
 QK0827.The horizontal coordinates were established by classical geodetic methods
 QK0827.and adjusted by the National Geodetic Survey in February 1997.
 QK0827
 QK0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0827
 QK0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0827.GEOID18 height accuracy estimate available here.
 QK0827
 QK0827.The vertical order pertains to the NGVD 29 superseded value.
 QK0827
 QK0827.Click photographs - Photos may exist for this station.
 QK0827
 QK0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0827
 QK0827. The following values were computed from the NAD 83(1994) position.
 QK0827
 QK0827;                    North         East     Units Scale Factor Converg.
 QK0827;SPC MI C     -   194,849.757 5,926,872.889   MT  0.99991501   -0 39 21.6
 QK0827;SPC MI C     -   639,270.86 19,445,121.03   iFT  0.99991501   -0 39 21.6
 QK0827;UTM  16      - 4,991,740.888   634,201.379   MT  0.99982145   +1 12 25.1
 QK0827
 QK0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0827!SPC MI C     -   0.99995916  x   0.99991501  =   0.99987417
 QK0827!UTM  16      -   0.99995916  x   0.99982145  =   0.99978062
 QK0827
 QK0827:                Primary Azimuth Mark                     Grid Az
 QK0827:SPC MI C     -  CENTRAL LAKE AZ MK                       178 09 42.6
 QK0827:UTM  16      -  CENTRAL LAKE AZ MK                       176 17 55.9
 QK0827
 QK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3420191740(NAD 83)
 QK0827
 QK0827|---------------------------------------------------------------------|
 QK0827| PID    Reference Object                     Distance      Geod. Az  |
 QK0827|                                                           dddmmss.s |
 QK0827| CH1802 CENTRAL LAKE RM 1                                  01500     |
 QK0827| CH1803 CENTRAL LAKE RM 2                   115.700 METERS 15511     |
 QK0827| CH1801 CENTRAL LAKE AZ MK                                 1773021.0 |
 QK0827| PL0503 MISSION POINT LIGHTHOUSE            APPROX.16.7 KM 2401004.7 |
 QK0827| CH1804 CENTRAL LAKE RM 3                    23.875 METERS 32615     |
 QK0827|---------------------------------------------------------------------|
 QK0827
 QK0827                          SUPERSEDED SURVEY CONTROL
 QK0827
 QK0827  NAD 83(1986)-  45 03 59.06165(N)    085 17 43.06918(W) AD(       ) 1
 QK0827  NAD 27      -  45 03 59.05000(N)    085 17 42.82300(W) AD(       ) 1
 QK0827  NGVD 29             295.22   (m)          968.6    (f) LEVELING    3  
 QK0827
 QK0827.Superseded values are not recommended for survey control.
 QK0827
 QK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0827.See file dsdata.pdf to determine how the superseded data were derived.
 QK0827
 QK0827_MARKER: DS = TRIANGULATION STATION DISK
 QK0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0827_STAMPING: CENTRAL LAKE 1931
 QK0827_MARK LOGO: CGS
 QK0827_PROJECTION: RECESSED 8 CENTIMETERS
 QK0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0827+STABILITY: SURFACE MOTION
 QK0827
 QK0827  HISTORY     - Date     Condition        Report By
 QK0827  HISTORY     - 1931     MONUMENTED       CGS
 QK0827  HISTORY     - 1932     GOOD             CGS
 QK0827  HISTORY     - 1956     GOOD             CGS
 QK0827  HISTORY     - 1978     GOOD             NGS
 QK0827  HISTORY     - 1980     GOOD             MIDH
 QK0827  HISTORY     - 19920902 GOOD             USPSQD
 QK0827
 QK0827                          STATION DESCRIPTION
 QK0827
 QK0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 QK0827'ABOUT 1.6 MILES WEST-SOUTHWEST OF CENTRAL LAKE, NEAR 1/4 CORNER
 QK0827'BETWEEN SECS. 21 AND 28, T. 31 N., R. 8 W., ON LAND OWNED BY MR. A. F.
 QK0827'ALBRECHT AND OCCUPIED BY MR. WELCH, ON RIDGE IN PASTURE, 50 METERS
 QK0827'(164 FEET) WEST OF NORTH-AND-SOUTH FENCE LINE, 58 METERS (190 FEET)
 QK0827'WEST OF CENTER LINE OF DIRT ROAD, 12 METERS (39 FEET) EAST OF POINT
 QK0827'WHERE RIDGE SLOPES TO WEST IN TIMBER, AND APPROXIMATELY 200 METERS
 QK0827'(656 FEET) SOUTHWEST OF MR. WELCHS HOUSE WHICH IS OF RED BRICK.
 QK0827'
 QK0827'TO REACH FROM CENTRAL LAKE FOLLOW COUNTY ROAD WEST 1.7 MILES FROM
 QK0827'STANDARD OIL STATION TO DIRT ROAD TURNING OFF TO LEFT WHERE MAIN ROAD
 QK0827'TURNS RIGHT, FOLLOW DIRT ROAD TO LEFT 0.35 MILE TO MR. WELCHS HOUSE ON
 QK0827'EAST SIDE OF ROAD.
 QK0827'
 QK0827'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 QK0827'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 4 INCHES BELOW SURFACE.
 QK0827'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 QK0827'
 QK0827'NO. 1 IS IN FENCE CORNER AT NORTHEAST CORNER OF PASTURE, 4 INCHES
 QK0827'(13 FEET) WEST OF CENTER LINE OF DIRT ROAD, 8 METERS (26 FEET)
 QK0827'NORTHWEST OF FORK BETWEEN FARM ROAD AND MAIN DIRT ROAD, APPROXIMATELY
 QK0827'125 METERS (410 FEET) NORTHWEST OF MR. WELCHS HOUSE, AND APPROXIMATELY
 QK0827'250 METERS (820 FEET) FROM STATION IN AZIMUTH 194 DEG 59 MIN 56 SEC.
 QK0827'
 QK0827'NO. 2 IS IN NORTH-AND-SOUTH FENCE LINE, 8 METERS (26 FEET) WEST OF
 QK0827'CENTER LINE OF DIRT ROAD, 18 METERS (59 FEET) EAST OF CENTER LINE OF
 QK0827'RIDGE, AND 115.7 METERS (380 FEET SLOPE DISTANCE) FROM STATION IN
 QK0827'AZIMUTH 335 DEG 11 MIN 41 SEC.
 QK0827
 QK0827                          STATION RECOVERY (1956)
 QK0827
 QK0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0827'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QK0827'CONDITION.  THE DIRECTION TO BOTH MARKS CHECKED.  NO CHECK WAS MADE ON
 QK0827'THE DISTANCE TO REFERENCE MARK 1 AS IT WAS CALLED AN APPROXIMATE
 QK0827'DISTANCE IN THE ORIGINAL DESCRIPTION.  THE DISTANCE TO REFERENCE MARK
 QK0827'2 WAS FOUND TO BE 0.40 OF A FOOT SHORTER (SLOPE MEASUREMENT).  THE
 QK0827'FENCE CORNER MENTIONED IN THE ORIGINAL DESCRIPTION IN DESCRIBING
 QK0827'REFERENCE MARK 1 IS NO LONGER THERE.  THE DISTANCE FROM THE CENTERLINE
 QK0827'OF THE DIRT ROAD TO BOTH REFERENCE MARKS HAS CHANGED.  AN AZIMUTH MARK
 QK0827'AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 QK0827'
 QK0827'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0827'
 QK0827'THE STATION IS ABOUT 1.5 MILES WEST SOUTHWEST OF THE VILLAGE OF
 QK0827'CENTRAL LAKE, 7 MILES SOUTH SOUTHWEST OF ELLSWORTH ON A HIGH RIDGE IN
 QK0827'A PASTURE, ON PROPERTY OWNED BY MR. J. J. NANCE OF DETROIT MICHIGAN.
 QK0827'IT IS 39 FEET EAST OF THE WEST EDGE OF THE RIDGE, 45 FEET NORTHEAST OF
 QK0827'A 12 INCH MAPLE TREE AT THE SOUTHEAST CORNER OF A TRACT OF TIMBER AND
 QK0827'35 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE RIDGE.  THE MARK IS 3
 QK0827'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CENTRAL
 QK0827'LAKE 1931.
 QK0827'
 QK0827'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL LAKE, GO WESTERLY
 QK0827'ON A PAVED ROAD FOR 1.75 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 QK0827'ON A DIRT ROAD FOR 0.25 MILE TO REFERENCE MARK 1 ON THE RIGHT.
 QK0827'CONTINUE SOUTH ON THE MAIN ROAD FOR 0.1 MILE TO A GATE ON THE RIGHT.
 QK0827'PASS THROUGH THE GATE AND GO WESTERLY UP A STEEP HILL TO THE TOP OF
 QK0827'THE RIDGE AND THE STATION.
 QK0827'
 QK0827'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO SOUTH ON
 QK0827'THE MAIN ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 QK0827'
 QK0827'REFERENCE MARK 1 IS 28 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 20
 QK0827'FEET SOUTH OF A 10 INCH APPLE TREE AND 1 FOOT WEST OF A WIRE FENCE.
 QK0827'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CENTRAL LAKE NO 1
 QK0827'1931.
 QK0827'
 QK0827'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 1
 QK0827'FOOT EAST OF A WIRE FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 QK0827'THE MARK PROJECTS 2 FEET AND THE DISK IS STAMPED CENTRAL LAKE NO 2
 QK0827'1931.
 QK0827'
 QK0827'REFERENCE MARK 3 IS 26 FEET WEST OF THE APPROXIMATE CENTER OF THE
 QK0827'RIDGE, 28 FEET SOUTHEAST OF A 14 INCH MAPLE TREE AND 30 FEET NORTHEAST
 QK0827'OF A 12 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0827'CENTRAL LAKE NO 3 1931.
 QK0827'
 QK0827'THE AZIMUTH MARK IS 74 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD,
 QK0827'18 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 1.5 FEET WEST OF A
 QK0827'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QK0827'STAMPED CENTRAL LAKE 1956.
 QK0827'
 QK0827'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QK0827
 QK0827                          STATION RECOVERY (1978)
 QK0827
 QK0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 QK0827'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QK0827'REFERENCE MARK TWO WAS FOUND DESTROYED AND THE DISK REMOVED BY THIS
 QK0827'PARTY.  THE AZIMUTH MARK 1956 WAS NOT SEARCHED FOR.
 QK0827'
 QK0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 QK0827'WESTSOUTHWEST OF CENTRAL LAKE.
 QK0827
 QK0827                          STATION RECOVERY (1980)
 QK0827
 QK0827'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0827'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND AZIMUTH MARK WERE
 QK0827'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 QK0827'
 QK0827'TO REACH OF 1956 IS GOOD.
 QK0827'
 QK0827'STATION IS ON PROPERTY OWNED BY THOMAS R KIESSEL, ROUTE 1, BOX 192,
 QK0827'CENTRAL LAKE, MICHIGAN 49622.
 QK0827
 QK0827                          STATION RECOVERY (1992)
 QK0827
 QK0827'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 QK0827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1020 ***********************************************************************
 RJ1020  DESIGNATION -  CENTRAL METHODIST CHURCH SPIRE
 RJ1020  PID         -  RJ1020
 RJ1020  STATE/COUNTY-  MI/CHIPPEWA
 RJ1020  COUNTRY     -  US
 RJ1020  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1020
 RJ1020                         *CURRENT SURVEY CONTROL
 RJ1020  ______________________________________________________________________
 RJ1020* NAD 83(1994) POSITION- 46 29 50.98304(N) 084 20 47.60792(W)   ADJUSTED
 RJ1020  ______________________________________________________________________
 RJ1020  GEOID HEIGHT    -        -36.637 (meters)                     GEOID18
 RJ1020  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 RJ1020  HORZ ORDER      -  THIRD
 RJ1020
 RJ1020.The horizontal coordinates were established by classical geodetic methods
 RJ1020.and adjusted by the National Geodetic Survey in February 1997.
 RJ1020
 RJ1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1020.GEOID18 height accuracy estimate available here.
 RJ1020
 RJ1020.Click photographs - Photos may exist for this station.
 RJ1020
 RJ1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1020
 RJ1020. The following values were computed from the NAD 83(1994) position.
 RJ1020
 RJ1020;                    North         East     Units Scale Factor Converg.
 RJ1020;SPC MI N     -   193,928.327 8,203,638.029   MT  0.99990968   +1 55 04.4
 RJ1020;SPC MI N     -   636,247.79 26,914,822.93   iFT  0.99990968   +1 55 04.4
 RJ1020;SPC MI C     -   353,500.000 6,001,544.120   MT  1.00028285   +0 00 51.1
 RJ1020;SPC MI C     - 1,159,776.90 19,690,105.38   iFT  1.00028285   +0 00 51.1
 RJ1020;UTM  16      - 5,152,746.028   703,609.266   MT  1.00010961   +1 55 31.1
 RJ1020
 RJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0360952746(NAD 83)
 RJ1020
 RJ1020                          SUPERSEDED SURVEY CONTROL
 RJ1020
 RJ1020  NAD 83(1986)-  46 29 50.96606(N)    084 20 47.62021(W) AD(       ) 3
 RJ1020  NAD 27      -  46 29 50.89338(N)    084 20 47.47489(W) AD(       ) 3
 RJ1020
 RJ1020.Superseded values are not recommended for survey control.
 RJ1020
 RJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1020.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1020
 RJ1020_MARKER: 90 = CHURCH SPIRE
 RJ1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1020
 RJ1020  HISTORY     - Date     Condition        Report By
 RJ1020  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1020  HISTORY     - 1968     GOOD             USACE
 RJ1020  HISTORY     - 1981     GOOD             NOS
 RJ1020  HISTORY     - 19950603 GOOD             USPSQD
 RJ1020  HISTORY     - 20011029 GOOD             USPSQD
 RJ1020  HISTORY     - 20040824 GOOD             USPSQD
 RJ1020
 RJ1020                          STATION DESCRIPTION
 RJ1020
 RJ1020'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1020'TOP OF SPIRE AT BASE OF REVOLVING CROSS ON CENTRAL METHODIST CHURCH
 RJ1020'AT NW INTERSECTION OF CORNER OF SPRUCE AND COURT STREETS, SAULT STE
 RJ1020'MARIE, MICHIGAN.
 RJ1020'
 RJ1020
 RJ1020                          STATION RECOVERY (1968)
 RJ1020
 RJ1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (1981)
 RJ1020
 RJ1020'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1020'THE STATION WAS RECOVERED AS DESCRIBED.
 RJ1020
 RJ1020                          STATION RECOVERY (1995)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (2001)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (2004)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0763 ***********************************************************************
 QK0763  DESIGNATION -  CERTON
 QK0763  PID         -  QK0763
 QK0763  STATE/COUNTY-  MI/EMMET
 QK0763  COUNTRY     -  US
 QK0763  USGS QUAD   -  PELLSTON (2017)
 QK0763
 QK0763                         *CURRENT SURVEY CONTROL
 QK0763  ______________________________________________________________________
 QK0763* NAD 83(1994) POSITION- 45 37 08.79393(N) 084 52 25.82311(W)   ADJUSTED
 QK0763* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 QK0763  ______________________________________________________________________
 QK0763  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 QK0763  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 QK0763  HORZ ORDER      -  SECOND
 QK0763
 QK0763.The horizontal coordinates were established by classical geodetic methods
 QK0763.and adjusted by the National Geodetic Survey in February 1997.
 QK0763
 QK0763.The orthometric height was scaled from a topographic map.
 QK0763
 QK0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0763.GEOID18 height accuracy estimate available here.
 QK0763
 QK0763.Click photographs - Photos may exist for this station.
 QK0763
 QK0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0763
 QK0763. The following values were computed from the NAD 83(1994) position.
 QK0763
 QK0763;                    North         East     Units Scale Factor Converg.
 QK0763;SPC MI C     -   255,977.733 5,960,444.957   MT  0.99998230   -0 21 29.8
 QK0763;SPC MI C     -   839,821.96 19,555,265.61   iFT  0.99998230   -0 21 29.8
 QK0763;UTM  16      - 5,053,927.954   665,758.729   MT  0.99993781   +1 31 11.7
 QK0763
 QK0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0763!SPC MI C     -   0.99996006  x   0.99998230  =   0.99994236
 QK0763!UTM  16      -   0.99996006  x   0.99993781  =   0.99989787
 QK0763
 QK0763:                Primary Azimuth Mark                     Grid Az
 QK0763:SPC MI C     -  CERTON AZ MK                             085 31 08.4
 QK0763:UTM  16      -  CERTON AZ MK                             083 38 26.9
 QK0763
 QK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6575853927(NAD 83)
 QK0763
 QK0763|---------------------------------------------------------------------|
 QK0763| PID    Reference Object                     Distance      Geod. Az  |
 QK0763|                                                           dddmmss.s |
 QK0763| CH1805 CERTON AZ MK                                       0850938.6 |
 QK0763| CH1807 CERTON RM 2                           6.036 METERS 17245     |
 QK0763| QK0764 PELLSTON LOOKOUT TOWER              APPROX. 9.1 KM 1734141.4 |
 QK0763| CH1806 CERTON RM 1                           5.340 METERS 35300     |
 QK0763|---------------------------------------------------------------------|
 QK0763
 QK0763                          SUPERSEDED SURVEY CONTROL
 QK0763
 QK0763  NAD 83(1986)-  45 37 08.78802(N)    084 52 25.82322(W) AD(       ) 2
 QK0763  NAD 27      -  45 37 08.75400(N)    084 52 25.63200(W) AD(       ) 2
 QK0763
 QK0763.Superseded values are not recommended for survey control.
 QK0763
 QK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0763.See file dsdata.pdf to determine how the superseded data were derived.
 QK0763
 QK0763_MARKER: DS = TRIANGULATION STATION DISK
 QK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0763_STAMPING: CERTON 1956
 QK0763_MARK LOGO: CGS
 QK0763_PROJECTION: FLUSH
 QK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0763+STABILITY: SURFACE MOTION
 QK0763
 QK0763  HISTORY     - Date     Condition        Report By
 QK0763  HISTORY     - 1956     MONUMENTED       CGS
 QK0763  HISTORY     - 20070824 GOOD             GEOCAC
 QK0763
 QK0763                          STATION DESCRIPTION
 QK0763
 QK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0763'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF PELLSTON, 4-1/2 MILES
 QK0763'WEST OF LEVERING, ON THE WEST SIDE OF A GRAVEL ROAD, ON THE ROAD
 QK0763'RIGHT-OF-WAY.  IT IS 42 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 QK0763'ROAD, 36 FEET SOUTHWEST OF A 36 INCH ELM TREE WITH A TWIN TRUNK, 13
 QK0763'FEET NORTH OF A FENCE CORNER AND 10 FEET WEST OF A WHITE WITNESS POST.
 QK0763'THE MARK IS FLUSH AND THE DISK IS STAMPED CERTON 1956.
 QK0763'
 QK0763'TO REACH THE STATION FROM THE RAILROAD STATION IN THE NORTHWEST EDGE
 QK0763'OF LEVERING, GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE
 QK0763'LEFT FORK AND CONTINUE WEST ON A PAVED ROAD FOR 3.9 MILES TO A
 QK0763'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 1.2 MILES TO
 QK0763'THE STATION ON THE RIGHT.
 QK0763'
 QK0763'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST ACROSS PASTURE
 QK0763'FOR APPROXIMATELY 0.25 MILE TO THE NORTHEAST CORNER OF A FIELD.  TURN
 QK0763'RIGHT AND FOLLOW THE FENCE LINE SOUTH FOR ABOUT 100 YARDS TO THE MARK
 QK0763'IN THE FENCE LINE.
 QK0763'
 QK0763'REFERENCE MARK 1 IS 44 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 QK0763'16 FEET SOUTHWEST OF THE 36 INCH ELM TREE WITH A TWIN TRUNK AND 16
 QK0763'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 QK0763'AND THE DISK IS STAMPED CERTON NO 1 1956.
 QK0763'
 QK0763'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTERLINE OF THE ROAD AND 6
 QK0763'FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 QK0763'IS STAMPED CERTON NO 2 1956.
 QK0763'
 QK0763'THE AZIMUTH MARK IS 100 FEET EAST OF A LARGE PILE OF STONES, 1 FOOT
 QK0763'NORTH OF A WIRE FENCE, 20 FEET WEST OF THE WEST EDGE OF A TRACT OF
 QK0763'WOODS AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 QK0763'INCHES AND THE DISK IS STAMPED CERTON 1956.
 QK0763'
 QK0763'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 QK0763
 QK0763                          STATION RECOVERY (2007)
 QK0763
 QK0763'RECOVERY NOTE BY GEOCACHING 2007
 QK0763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1230 ***********************************************************************
 NE1230  DESIGNATION -  CESSNA
 NE1230  PID         -  NE1230
 NE1230  STATE/COUNTY-  MI/LAPEER
 NE1230  COUNTRY     -  US
 NE1230  USGS QUAD   -  ALMONT (2017)
 NE1230
 NE1230                         *CURRENT SURVEY CONTROL
 NE1230  ______________________________________________________________________
 NE1230* NAD 83(2011) POSITION- 42 56 26.89884(N) 083 03 29.85202(W)   ADJUSTED
 NE1230* NAD 83(2011) ELLIP HT-   226.054 (meters)        (06/27/12)   ADJUSTED
 NE1230* NAD 83(2011) EPOCH   -  2010.00
 NE1230* NAVD 88 ORTHO HEIGHT -   260.9   (meters)      856.    (feet) GPS OBS
 NE1230  ______________________________________________________________________
 NE1230  NAVD 88 orthometric height was determined with an earlier geoid model
 NE1230  GEOID HEIGHT    -        -34.864 (meters)                     GEOID18
 NE1230  NAD 83(2011) X  -    565,211.553 (meters)                     COMP
 NE1230  NAD 83(2011) Y  - -4,642,319.949 (meters)                     COMP
 NE1230  NAD 83(2011) Z  -  4,322,844.004 (meters)                     COMP
 NE1230  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE1230
 NE1230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1230  Standards:
 NE1230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1230  -------------------------------------------------------------------
 NE1230  NETWORK    0.64   0.90           0.29   0.22   0.46      0.00686652
 NE1230  -------------------------------------------------------------------
 NE1230  Click here for local accuracies and other accuracy information.
 NE1230
 NE1230.The horizontal coordinates were established by GPS observations
 NE1230.and adjusted by the National Geodetic Survey in June 2012.
 NE1230
 NE1230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1230.been affixed to the stable North American tectonic plate. See 
 NE1230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1230
 NE1230.The horizontal coordinates are valid at the epoch date displayed above
 NE1230.which is a decimal equivalence of Year/Month/Day.
 NE1230
 NE1230.The orthometric height was determined by GPS observations and a
 NE1230.high-resolution geoid model.
 NE1230
 NE1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1230.GEOID18 height accuracy estimate available here.
 NE1230
 NE1230.Click photographs - Photos may exist for this station.
 NE1230
 NE1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1230
 NE1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1230
 NE1230.The ellipsoidal height was determined by GPS observations
 NE1230.and is referenced to NAD 83.
 NE1230
 NE1230. The following values were computed from the NAD 83(2011) position.
 NE1230
 NE1230;                    North         East     Units Scale Factor Converg.
 NE1230;SPC MI S     -   160,870.751 4,106,774.284   MT  0.99990735   +0 53 25.4
 NE1230;SPC MI S     -   527,791.18 13,473,668.91   iFT  0.99990735   +0 53 25.4
 NE1230;UTM  17      - 4,756,296.703   332,068.376   MT  0.99994694   -1 24 09.1
 NE1230
 NE1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1230!SPC MI S     -   0.99996455  x   0.99990735  =   0.99987190
 NE1230!UTM  17      -   0.99996455  x   0.99994694  =   0.99991149
 NE1230
 NE1230:                Primary Azimuth Mark                     Grid Az
 NE1230:SPC MI S     -  CESSNA AZ MK                             009 53 10.2
 NE1230:UTM  17      -  CESSNA AZ MK                             012 10 44.7
 NE1230
 NE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3206856296(NAD 83)
 NE1230
 NE1230|---------------------------------------------------------------------|
 NE1230| PID    Reference Object                     Distance      Geod. Az  |
 NE1230|                                                           dddmmss.s |
 NE1230| NE1241 CESSNA AZ MK                        APPROX. 0.7 KM 0104635.6 |
 NE1230| CH0888 CESSNA RM 1                          14.130 METERS 17702     |
 NE1230| NE1232 CESSNA RM 2                          15.704 METERS 26510     |
 NE1230| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 7.6 KM 2742627.4 |
 NE1230|---------------------------------------------------------------------|
 NE1230
 NE1230                          SUPERSEDED SURVEY CONTROL
 NE1230
 NE1230  NAD 83(2007)-  42 56 26.89880(N)    083 03 29.85316(W) AD(2002.00) 0
 NE1230  ELLIP H (02/10/07)  226.060  (m)                       GP(2002.00)    
 NE1230  ELLIP H (07/12/02)  226.097  (m)                       GP(       ) 4 2
 NE1230  NAD 83(1994)-  42 56 26.89909(N)    083 03 29.85299(W) AD(       ) 1
 NE1230  ELLIP H (09/20/95)  226.079  (m)                       GP(       ) 1 2
 NE1230  NAD 83(1986)-  42 56 26.90217(N)    083 03 29.88439(W) AD(       ) 1
 NE1230  NAD 83(1986)-  42 56 26.89405(N)    083 03 29.88523(W) AD(       ) 1
 NE1230  NAD 27      -  42 56 26.79287(N)    083 03 30.11467(W) AD(       ) 1
 NE1230  NAVD 88 (09/30/91)  260.7    (m)  UNKNOWN  model used  GPS OBS        
 NE1230  NGVD 29 (07/19/86)  261.0    (m)          856.     (f) VERT ANG       
 NE1230
 NE1230.Superseded values are not recommended for survey control.
 NE1230
 NE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1230.See file dsdata.pdf to determine how the superseded data were derived.
 NE1230
 NE1230_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1230_STAMPING: CESSNA 1977
 NE1230_MARK LOGO: NGS
 NE1230_PROJECTION: FLUSH
 NE1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1230+STABILITY: SURFACE MOTION
 NE1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1230+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1994
 NE1230
 NE1230  HISTORY     - Date     Condition        Report By
 NE1230  HISTORY     - 1977     MONUMENTED       NGS
 NE1230  HISTORY     - 1977     GOOD             NGS
 NE1230  HISTORY     - 19890206 GOOD             NGS
 NE1230  HISTORY     - 19900118 GOOD
 NE1230  HISTORY     - 19921217 GOOD             MIDT
 NE1230  HISTORY     - 19931016 GOOD             WADTRI
 NE1230  HISTORY     - 19940511 GOOD             NGS
 NE1230  HISTORY     - 19941216 GOOD             LOCENG
 NE1230  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1230  HISTORY     - 20060808 MARK NOT FOUND   INDIV
 NE1230
 NE1230                          STATION DESCRIPTION
 NE1230
 NE1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1230'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF
 NE1230'IMLAY CITY, 3 MILES EAST OF DRYDEN, 1-1/2 MILES
 NE1230'NORTHWEST OF ALMONT AND AT THE ALMONT AIRPORT.
 NE1230'
 NE1230'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1230'ON STATE HIGHWAY 53 FOR 1.55 MILES TO THE ALMONT AIRPORT ON
 NE1230'THE LEFT.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE NORTH
 NE1230'ON STATE HIGHWAY 53 FOR 0.45 MILE TO THE MARK ON THE LEFT.)
 NE1230'TURN LEFT AND GO WEST ACROSS FIELD FOR 0.1 MILE TO THE STATION
 NE1230'AS DESCRIBED.
 NE1230'
 NE1230'STATION MARKS, STAMPED---CESSNA 1977---, ARE STANDARD DISKS.
 NE1230'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 NE1230'MONUMENT THAT IS FLUSH.  IT IS 276 FEET SOUTH OF A FENCELINE,
 NE1230'AND 130 FEET WEST OF A WIND-T (THE POINT MEASURED FROM THE
 NE1230'CENTER OF THE PIVOT PIPE.) THE UNDERGROUND DISK IS SET IN THE
 NE1230'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 NE1230'GROUND SURFACE.
 NE1230'REFERENCE MARK 1, STAMPED---CESSNA NO 1 1977---, A STANDARD
 NE1230'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 NE1230'IS FLUSH.  IT IS 176.5 FEET SOUTH OF A FENCELINE, AND 141
 NE1230'FEET WEST-SOUTHWEST OF THE WIND-T.
 NE1230'
 NE1230'REFERENCE MARK 2, STAMPED---CESSNA NO 2 1977---, A STANDARD
 NE1230'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 NE1230'IS FLUSH.  IT IS 198.5 FEET WEST OF THE WIND-T, AND 132 FEET
 NE1230'SOUTH OF A FENCELINE.
 NE1230'
 NE1230'AZIMUTH MARK, STAMPED---CESSNA 1977---, A STANDARD DISK SET IN
 NE1230'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 NE1230'IS 51 FEET WEST OF CENTER OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF
 NE1230'A METAL WITNESS POST, AND 1.5 FEET EAST OF A FENCE.
 NE1230'
 NE1230'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1230'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 NE1230'DESCRIBED BY D.R. TYLER
 NE1230
 NE1230                          STATION RECOVERY (1977)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE1230'RECOVERED IN GOOD CONDITION.
 NE1230
 NE1230                          STATION RECOVERY (1989)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE1230'THE STATION IS LOCATED ABOUT 21.0 KM (13.05 MI) NORTHEAST OF OXFORD,
 NE1230'9.7 KM (6.05 MI) SOUTH OF IMLAY AND 2.6 KM (1.60 MI) NORTH OF ALMONT,
 NE1230'AT THE ALMONT AIRPORT.  OWNERSHIP--ED AND MARK KRIEWALL, 4296 VAN DYKE
 NE1230'ROAD, ALMONT MI 48003.  PHONE IS (313)798-8959 OR (313)781-7049.
 NE1230'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH ON STATE
 NE1230'HIGHWAY 53 FOR 2.5 KM (1.55 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN
 NE1230'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD, PASSING THE AIRPORT
 NE1230'OFFICE, AND ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO THE WEST END OF
 NE1230'THREE HANGERS.  TURN RIGHT AND GO NORTHWEST ACROSS A FIELD FOR 0.08 KM
 NE1230'(0.05 MI) TO THE TETRAHEDRON AND THE STATION ON THE LEFT.
 NE1230'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE1230'MONUMENT THAT IS RECESSED 2 CM BELOW THE GROUND.  LOCATED 94.7 M
 NE1230'(310.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE WEST ONE OF THREE
 NE1230'HANGERS, 84.1 M (275.9 FT) SOUTH OF A FENCE AND 39.6 M (129.9 FT) WEST
 NE1230'OF THE TETRAHEDRON PIVOT PIPE.
 NE1230'DESCRIBED BY E.J. HANSMANN.
 NE1230
 NE1230                          STATION RECOVERY (1990)
 NE1230
 NE1230'RECOVERED 1990
 NE1230'RECOVERED IN GOOD CONDITION.
 NE1230
 NE1230                          STATION RECOVERY (1992)
 NE1230
 NE1230'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NE1230'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE.  IT IS IN
 NE1230'THE SOUTHEAST 1/4 OF SECTION 16, T-6-N, R-12-E, ALMONT TOWNSHIP. ABOUT
 NE1230'6.0 MI (9.7 KM) SOUTH OF IMLAY CITY, 15.0 MI (24.1 KM) SOUTHEAST OF
 NE1230'LAPEER, 2.0 MI (3.2 KM) NORTH OF DRYDEN AND AT THE ALMONT AIRPORT.
 NE1230'OWNERSHIP--ED AND MARK KRIEWALL, 4296 VAN DYKE ROAD, ALMONT, MI.
 NE1230'48003.  PHONE IS 313-798-8959 OR 313-781-7049.  GATE HAS COMBINATION
 NE1230'PADLOCK.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NE1230'STATE HIGHWAY M-53, GO SOUTH ALONG STATE HIGHWAY M-53 FOR 4.4 MILES
 NE1230'(7.1 KM) TO THE ALMONT AIRPORT AND THE STATION ON THE RIGHT AS
 NE1230'DESCRIBED.  STATION IS 564.1 FT (171.9 M) WEST OF TH CENTER OF STATE
 NE1230'HIGHWAY M-53, 276 FT (84.1 M) SOUTH OF A FENCELINE, 130.2 FT (39.7 M)
 NE1230'WEST OF A WIND-T INDICATOR (MEASURED FROM THE CENTER OF THE PIVOT
 NE1230'PIPE) , 46.3 FT (14.1 M) NORTH OF CESSNA NO 1 1977, AND 374.0 FT
 NE1230'(114.0 M) NORTHWEST OF THE NORTHWEST CORNER OF A HANGAR.
 NE1230
 NE1230                          STATION RECOVERY (1993)
 NE1230
 NE1230'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1230'RECOVERED AS DESCRIBED.
 NE1230
 NE1230                          STATION RECOVERY (1994)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1230'NOTE--CALL IN ADVANCE TO GET COMBINATION FOR LOCKED GATE.  DO NOT
 NE1230'DRIVE ACROSS GRASS WHEN WET, GROUND IS VERY SOFT.  THE STATION MARK
 NE1230'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 NE1230'SEARCHED FOR.  STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF
 NE1230'ALMONT, 7 KM (4.35 MI) SOUTH OF INTERSTATE HIGHWAY 69, AT THE ALMONT
 NE1230'AIRPORT, IN A LARGE GRASS AREA BETWEEN A NARROW ROAD/TAXI AND THE TURF
 NE1230'RUNWAY, JUST WEST OF THE TETRAHEDRON.  OWNERSHIP--ED AND MARK
 NE1230'KRIEWALL, 4296 VAN DYKE ROAD, ALMONT, MI 48003.  CONTACT ED KRIEWALL,
 NE1230'PHONE 810-247-8666, FOR GATE COMBINATION.  TO REACH FROM THE OVERPASS
 NE1230'AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE HIGHWAY 53 AT IMLAY
 NE1230'CITY (EXIT 168) , GO SOUTH ON HIGHWAY 53 FOR 6.12 KM (3.80 MI) TO A
 NE1230'CROSSROAD AT BLINKER LIGHT, DRYDEN ROAD.  CONTINUE SOUTH FOR 0.92 KM
 NE1230'(0.55 MI) TO THE AIRPORT GATE AND OFFICE ON THE RIGHT.  TURN RIGHT,
 NE1230'WEST, THROUGH GATE ON NARROW ROAD/TAXI FOR 0.14 KM (0.10 MI) TO THE
 NE1230'STATION ON THE RIGHT.  STATION IS RECESSED 2 CM BELOW GROUND. IT IS
 NE1230'92.8 M (304.5 FT) NORTH OF THE NORTH EDGE OF THE ROAD/TAXI, 33.7 M
 NE1230'(110.6 FT) SOUTH OF THE LINE OF CONES ALONG THE TURF RUNWAY, 39.6 M
 NE1230'(129.9 FT) WEST OF THE TETRAHEDRON, 24.4 M (80.1 FT) WEST OF THE
 NE1230'BARREL LINE MARKING THE SYMMETRICAL CIRCLE, AND 53.0 M (173.9 FT)
 NE1230'SOUTHEAST OF A LIGHT AT THE END OF THE TURF RUNWAY.  DESCRIBED BY G.R.
 NE1230'HEID.
 NE1230
 NE1230                          STATION RECOVERY (1994)
 NE1230
 NE1230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1230'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE STATION IS APPROXIMATELY
 NE1230'30.48 METERS (100.00 FT) DUE WEST OF THE WIND SOCK OR APPROXIMATELY
 NE1230'22.86 METERS (75.00 FT) DUE WEST OF THE TETRAHEDRON.
 NE1230
 NE1230                          STATION RECOVERY (1997)
 NE1230
 NE1230'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1230'MARK NOT FOUND.
 NE1230
 NE1230                          STATION RECOVERY (2006)
 NE1230
 NE1230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1230'CORNER DESTROYED, NEW BUILDING CONSTRUCTED IN AREA OF CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1241 ***********************************************************************
 NE1241  DESIGNATION -  CESSNA AZ MK
 NE1241  PID         -  NE1241
 NE1241  STATE/COUNTY-  MI/LAPEER
 NE1241  COUNTRY     -  US
 NE1241  USGS QUAD   -  ALMONT (2017)
 NE1241
 NE1241                         *CURRENT SURVEY CONTROL
 NE1241  ______________________________________________________________________
 NE1241* NAD 83(2011) POSITION- 42 56 49.55707(N) 083 03 23.98144(W)   ADJUSTED
 NE1241* NAD 83(2011) ELLIP HT-   226.617 (meters)        (06/27/12)   ADJUSTED
 NE1241* NAD 83(2011) EPOCH   -  2010.00
 NE1241* NAVD 88 ORTHO HEIGHT -   261.42  (meters)      857.7   (feet) LEVELING
 NE1241  ______________________________________________________________________
 NE1241  GEOID HEIGHT    -        -34.861 (meters)                     GEOID18
 NE1241  NAD 83(2011) X  -    565,286.141 (meters)                     COMP
 NE1241  NAD 83(2011) Y  - -4,641,831.390 (meters)                     COMP
 NE1241  NAD 83(2011) Z  -  4,323,356.239 (meters)                     COMP
 NE1241  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 NE1241  VERT ORDER      -  THIRD ?
 NE1241
 NE1241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1241  Standards:
 NE1241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1241  -------------------------------------------------------------------
 NE1241  NETWORK    0.66   1.04           0.30   0.23   0.53     -0.01876387
 NE1241  -------------------------------------------------------------------
 NE1241  Click here for local accuracies and other accuracy information.
 NE1241
 NE1241.The horizontal coordinates were established by GPS observations
 NE1241.and adjusted by the National Geodetic Survey in June 2012.
 NE1241
 NE1241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1241.been affixed to the stable North American tectonic plate. See 
 NE1241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1241
 NE1241.The horizontal coordinates are valid at the epoch date displayed above
 NE1241.which is a decimal equivalence of Year/Month/Day.
 NE1241
 NE1241.The orthometric height was determined by differential leveling.
 NE1241.The vertical network tie was performed by a horz. field party for horz.
 NE1241.obs reductions. Reset procedures were used to establish the elevation.
 NE1241
 NE1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1241.GEOID18 height accuracy estimate available here.
 NE1241
 NE1241.Click photographs - Photos may exist for this station.
 NE1241
 NE1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1241
 NE1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1241
 NE1241.The ellipsoidal height was determined by GPS observations
 NE1241.and is referenced to NAD 83.
 NE1241
 NE1241. The following values were computed from the NAD 83(2011) position.
 NE1241
 NE1241;                    North         East     Units Scale Factor Converg.
 NE1241;SPC MI S     -   161,571.877 4,106,896.475   MT  0.99990746   +0 53 29.4
 NE1241;SPC MI S     -   530,091.46 13,474,069.80   iFT  0.99990746   +0 53 29.4
 NE1241;UTM  17      - 4,756,992.405   332,218.527   MT  0.99994632   -1 24 05.7
 NE1241
 NE1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1241!SPC MI S     -   0.99996446  x   0.99990746  =   0.99987193
 NE1241!UTM  17      -   0.99996446  x   0.99994632  =   0.99991078
 NE1241
 NE1241:                Primary Azimuth Mark                     Grid Az
 NE1241:SPC MI S     -  CESSNA                                   189 53 10.2
 NE1241:UTM  17      -  CESSNA                                   192 10 45.3
 NE1241
 NE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3221856992(NAD 83)
 NE1241
 NE1241|---------------------------------------------------------------------|
 NE1241| PID    Reference Object                     Distance      Geod. Az  |
 NE1241|                                                           dddmmss.s |
 NE1241| NE1230 CESSNA                              APPROX. 0.7 KM 1904639.6 |
 NE1241|---------------------------------------------------------------------|
 NE1241
 NE1241                          SUPERSEDED SURVEY CONTROL
 NE1241
 NE1241  NAD 83(2007)-  42 56 49.55705(N)    083 03 23.98257(W) AD(2002.00) 0
 NE1241  ELLIP H (02/10/07)  226.626  (m)                       GP(2002.00)    
 NE1241  ELLIP H (07/12/02)  226.657  (m)                       GP(       ) 4 1
 NE1241  NAD 83(1994)-  42 56 49.55761(N)    083 03 23.98288(W) AD(       ) 1
 NE1241  ELLIP H (02/03/97)  226.645  (m)                       GP(       ) 4 1
 NE1241  NAD 83(1994)-  42 56 49.55724(N)    083 03 23.98255(W) AD(       ) 1
 NE1241  ELLIP H (05/02/96)  226.647  (m)                       GP(       ) 1 1
 NE1241  NAD 83(1986)-  42 56 49.55336(N)    083 03 24.01603(W) AD(       ) 2
 NE1241  NAD 27      -  42 56 49.45237(N)    083 03 24.24566(W) AD(       ) 2
 NE1241  NGVD 29 (07/19/86)  261.     (m)          856.     (f) VERT ANG       
 NE1241
 NE1241.Superseded values are not recommended for survey control.
 NE1241
 NE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1241.See file dsdata.pdf to determine how the superseded data were derived.
 NE1241
 NE1241_MARKER: DZ = AZIMUTH MARK DISK
 NE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1241_STAMPING: CESSNA 1977
 NE1241_MARK LOGO: NGS
 NE1241_PROJECTION: FLUSH
 NE1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1241+STABILITY: SURFACE MOTION
 NE1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1241+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 NE1241
 NE1241  HISTORY     - Date     Condition        Report By
 NE1241  HISTORY     - 1977     MONUMENTED       NGS
 NE1241  HISTORY     - 19940927 GOOD             MIDT
 NE1241  HISTORY     - 19970706 GOOD             USPSQD
 NE1241  HISTORY     - 20070713 MARK NOT FOUND   INDIV
 NE1241
 NE1241                          STATION DESCRIPTION
 NE1241
 NE1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1241'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF
 NE1241'IMLAY CITY, 3 MILES EAST OF DRYDEN, 1-1/2 MILES
 NE1241'NORTHWEST OF ALMONT AND 1/5 MILE NORTH OF ALMONT AIRPORT.
 NE1241'
 NE1241'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1241'ON STATE HIGHWAY 53 FOR 1.55 MILES TO THE ALMONT AIRPORT ON
 NE1241'THE LEFT.  CONTINUE NORTH ON HIGHWAY 53 FOR 0.45 MILE TO
 NE1241'THE MARK ON THE LEFT.
 NE1241'
 NE1241'AZIMUTH MARK, STAMPED---CESSNA 1977---, A STANDARD DISK SET IN
 NE1241'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 NE1241'IS 51 FEET WEST OF CENTER OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF
 NE1241'A METAL WITNESS POST, AND 1.5 FEET EAST OF A FENCE.
 NE1241'
 NE1241'AN EDM TRAVERSE TIE WAS MADE TO STATION CESSNA.
 NE1241'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 NE1241'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 NE1241'DESCRIBED BY D.R. TYLER
 NE1241
 NE1241                          STATION RECOVERY (1994)
 NE1241
 NE1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1241'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 NE1241'IN THE NORTHWEST 1/4 OF SECTION 16, T-6-N, R-12-E, ALMONT TOWNSHIP.
 NE1241'ABOUT 1-1/2 MILES NORTHWEST OF ALMONT, 3 MILES (4.8 KM) EAST OF
 NE1241'DRYDEN, 6 MILES (9.7 KM) SOUTH OF IMLAY CITY, AND ABOUT 1/5 MILE NORTH
 NE1241'OF THE ALMONT AIRPORT AT THE WESTERLY RIGHT-OF-WAY FOR STATE HIGHWAY
 NE1241'M-53.  TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1241'ALONG STATE HIGHWAY M-53 FOR 1.55 MI (2.49 KM) TO THE ALMONT AIRPORT
 NE1241'ON THE LEFT.  CONTINUE NORTH ALONG THE HIGHWAY M-53 FOR 0.45 MI (0.72
 NE1241'KM) TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 51.0 FT (15.5
 NE1241'M) WEST FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) SOUTHEAST FROM
 NE1241'A METAL WITNESS POST WITH SIGN, AND 1.5 FT (0.5 M) EAST FROM A
 NE1241'RIGHT-OF-WAY FENCE.
 NE1241
 NE1241                          STATION RECOVERY (1997)
 NE1241
 NE1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1241'RECOVERED IN GOOD CONDITION.
 NE1241
 NE1241                          STATION RECOVERY (2007)
 NE1241
 NE1241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1241'MARK NOT FOUND DUE TO AREA BEING FARMED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1232 ***********************************************************************
 NE1232  DESIGNATION -  CESSNA RM 2
 NE1232  PID         -  NE1232
 NE1232  STATE/COUNTY-  MI/LAPEER
 NE1232  COUNTRY     -  US
 NE1232  USGS QUAD   -  ALMONT (2017)
 NE1232
 NE1232                         *CURRENT SURVEY CONTROL
 NE1232  ______________________________________________________________________
 NE1232* NAD 83(1994) POSITION- 42 56 26.86438(N) 083 03 30.54242(W)   ADJUSTED
 NE1232* NAVD 88 ORTHO HEIGHT -   260.8   (meters)      856.    (feet) VERTCON3
 NE1232  ______________________________________________________________________
 NE1232  GEOID HEIGHT    -        -34.864 (meters)                     GEOID18
 NE1232  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE1232  HORZ ORDER      -  FIRST
 NE1232
 NE1232.The horizontal coordinates were established by classical geodetic methods
 NE1232.and adjusted by the National Geodetic Survey in February 1997.
 NE1232
 NE1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1232
 NE1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1232.GEOID18 height accuracy estimate available here.
 NE1232
 NE1232.Click photographs - Photos may exist for this station.
 NE1232
 NE1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1232
 NE1232. The following values were computed from the NAD 83(1994) position.
 NE1232
 NE1232;                    North         East     Units Scale Factor Converg.
 NE1232;SPC MI S     -   160,869.445 4,106,758.651   MT  0.99990735   +0 53 24.9
 NE1232;SPC MI S     -   527,786.89 13,473,617.62   iFT  0.99990735   +0 53 24.9
 NE1232;UTM  17      - 4,756,296.023   332,052.703   MT  0.99994701   -1 24 09.6
 NE1232
 NE1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1232!SPC MI S     -   0.99996457  x   0.99990735  =   0.99987193
 NE1232!UTM  17      -   0.99996457  x   0.99994701  =   0.99991158
 NE1232
 NE1232:                Primary Azimuth Mark                     Grid Az
 NE1232:SPC MI S     -  ALMONT                                   205 49 24.9
 NE1232:UTM  17      -  ALMONT                                   208 06 59.4
 NE1232
 NE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3205256296(NAD 83)
 NE1232
 NE1232|---------------------------------------------------------------------|
 NE1232| PID    Reference Object                     Distance      Geod. Az  |
 NE1232|                                                           dddmmss.s |
 NE1232| NE1230 CESSNA                               15.704 METERS 08510     |
 NE1232| NE1227 ALMONT                              APPROX. 5.4 KM 2064249.8 |
 NE1232|---------------------------------------------------------------------|
 NE1232
 NE1232                          SUPERSEDED SURVEY CONTROL
 NE1232
 NE1232  NAD 83(1986)-  42 56 26.85934(N)    083 03 30.57461(W) AD(       ) 1
 NE1232  NAD 27      -  42 56 26.75816(N)    083 03 30.80406(W) AD(       ) 1
 NE1232  NGVD 29 (07/19/86)  260.9    (m)          856.     (f) VERT ANG       
 NE1232
 NE1232.Superseded values are not recommended for survey control.
 NE1232
 NE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1232.See file dsdata.pdf to determine how the superseded data were derived.
 NE1232
 NE1232_MARKER: DR = REFERENCE MARK DISK
 NE1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1232_STAMPING: CESSNA NO 2 1977
 NE1232_MARK LOGO: NGS
 NE1232_PROJECTION: FLUSH
 NE1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1232+STABILITY: SURFACE MOTION
 NE1232
 NE1232  HISTORY     - Date     Condition        Report By
 NE1232  HISTORY     - 1977     MONUMENTED       NGS
 NE1232
 NE1232                          STATION DESCRIPTION
 NE1232
 NE1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1232'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-NORTHWEST OF ALLENTON,
 NE1232'5.9 MI (9.5 KM) SOUTH OF IMLAY CITY AND 1.6 MI (2.6 KM)
 NE1232'NORTH-NORTHWEST OF ALMONT.
 NE1232'
 NE1232'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69
 NE1232'AND STATE HIGHWAY 53 AT IMLAY CITY (EXIT 168)  GO SOUTH ON HIGHWAY 53
 NE1232'FOR 6.12 KM (3.80 MI) TO A CROSSROAD AT BLINKER LIGHT, DRYDEN ROAD.
 NE1232'CONTINUE SOUTH FOR 0.92 KM (0.57 MI) TO THE AIRPORT GATE AND OFFICE ON
 NE1232'THE RIGHT.  TURN RIGHT, WEST, THROUGH GATE ON NARROW ROAD/TAXI FOR
 NE1232'0.14 KM (0.09 MI) TO THE MARK ON THE RIGHT.
 NE1232'
 NE1232'IT IS 198.5 FT (60.5 M) WEST OF A WIND-T AND 132 FT (40.2 M) SOUTH OF
 NE1232'A FENCELINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1794 ***********************************************************************
 DS1794  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1794  PACS        -  This is a Primary Airport Control Station.
 DS1794  DESIGNATION -  CFS A
 DS1794  PID         -  DS1794
 DS1794  STATE/COUNTY-  MI/TUSCOLA
 DS1794  COUNTRY     -  US
 DS1794  USGS QUAD   -  CARO (2017)
 DS1794
 DS1794                         *CURRENT SURVEY CONTROL
 DS1794  ______________________________________________________________________
 DS1794* NAD 83(2011) POSITION- 43 27 31.52443(N) 083 26 56.38216(W)   ADJUSTED
 DS1794* NAD 83(2011) ELLIP HT-   176.109 (meters)        (04/26/24)   ADJUSTED
 DS1794* NAD 83(2011) EPOCH   -  2010.00
 DS1794* NAVD 88 ORTHO HEIGHT -   210.41  (meters)      690.3   (feet) GPS OBS
 DS1794  ______________________________________________________________________
 DS1794  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 DS1794  NAD 83(2011) X  -    529,044.191 (meters)                     COMP
 DS1794  NAD 83(2011) Y  - -4,606,895.601 (meters)                     COMP
 DS1794  NAD 83(2011) Z  -  4,364,757.948 (meters)                     COMP
 DS1794  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 DS1794
 DS1794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1794  Standards:
 DS1794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1794  -------------------------------------------------------------------
 DS1794  NETWORK    0.36   1.00           0.11   0.17   0.51     -0.02033504
 DS1794  -------------------------------------------------------------------
 DS1794  Click here for local accuracies and other accuracy information.
 DS1794
 DS1794.This mark is at Tuscola Airport  (CFS)
 DS1794
 DS1794.The horizontal coordinates were established by GPS observations
 DS1794.and adjusted by the NV5 GEOSPATIAL in April 2024.
 DS1794
 DS1794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1794.been affixed to the stable North American tectonic plate. See 
 DS1794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1794
 DS1794.The horizontal coordinates are valid at the epoch date displayed above
 DS1794.which is a decimal equivalence of Year/Month/Day.
 DS1794
 DS1794.The orthometric height was determined by GPS observations and a
 DS1794.high-resolution geoid model.
 DS1794
 DS1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1794.GEOID18 height accuracy estimate available here.
 DS1794
 DS1794.Click photographs - Photos may exist for this station.
 DS1794
 DS1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1794
 DS1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1794
 DS1794.The ellipsoidal height was determined by GPS observations
 DS1794.and is referenced to NAD 83.
 DS1794
 DS1794. The following values were computed from the NAD 83(2011) position.
 DS1794
 DS1794;                    North         East     Units Scale Factor Converg.
 DS1794;SPC MI S     -   217,984.194 4,074,264.067   MT  0.99995699   +0 37 28.2
 DS1794;SPC MI S     -   715,171.24 13,367,008.09   iFT  0.99995699   +0 37 28.2
 DS1794;UTM  17      - 4,814,674.371   301,874.587   MT  1.00008287   -1 41 06.2
 DS1794
 DS1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1794!SPC MI S     -   0.99997238  x   0.99995699  =   0.99992938
 DS1794!UTM  17      -   0.99997238  x   1.00008287  =   1.00005525
 DS1794
 DS1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0187414674(NAD 83)
 DS1794
 DS1794                          SUPERSEDED SURVEY CONTROL
 DS1794
 DS1794.No superseded survey control is available for this station.
 DS1794
 DS1794_MARKER: F = FLANGE-ENCASED ROD
 DS1794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1794_STAMPING: CFS A 2023
 DS1794_MARK LOGO: NV5GEO
 DS1794_PROJECTION: RECESSED 5 CENTIMETERS
 DS1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1794+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2023
 DS1794_ROD/PIPE-DEPTH: 10.7 meters
 DS1794_SLEEVE-DEPTH  : 0.9 meters
 DS1794
 DS1794  HISTORY     - Date     Condition        Report By
 DS1794  HISTORY     - 20230522 MONUMENTED       NV5GEO
 DS1794
 DS1794                          STATION DESCRIPTION
 DS1794
 DS1794'DESCRIBED BY NV5 GEOSPATIAL 2023 (CPF)
 DS1794'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF SALEM,
 DS1794'5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF WALLED LAKE AND 2.6 MI (4.2 KM)
 DS1794'NORTHEAST OF NORTHVILLE.  THE MARK IS LOCATED AT THE TUSCOLA AREA
 DS1794'AIRPORT.
 DS1794'
 DS1794'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 24 AND 81
 DS1794'IN CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 DS1794'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 DS1794'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 M (98.4
 DS1794'FT) ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 DS1794'OFFICE, TO THE APRON.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.2 MI)
 DS1794'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY.
 DS1794'CONTINUE ACROSS THE RUNWAY TO THE SEGMENTED CIRCLE AND WINDSOCK.  THE
 DS1794'MARK IS EAST OF THE WINDSOCK OUTSIDE OF THE SEGMENTED CIRCLE.
 DS1794'
 DS1794'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DS1794'REFUSAL AT A DEPTH OF 35.0 FT (10.7 M) ENCASED IN A 0.9 M (3.0 FT)
 DS1794'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH (15 CM) PVC PIPE WITH
 DS1794'NV5-GEOSPATIAL LID SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 DS1794'GROUND.   REFERENCE MARK 1-22.7 M (3.3 FT) EAST FROM THE WINDSOCK.
 DS1794'REFERENCE MARK 2-37.4 M (6.6 FT) SOUTHEAST FROM A FENCE POST REFERENCE
 DS1794'MARK 3-85.2 M (9.8 FT) SOUTHWEST OF A LARGE WOODEN FENCE POST.  THIS
 DS1794'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1795 ***********************************************************************
 DS1795  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1795  SACS        -  This is a Secondary Airport Control Station.
 DS1795  DESIGNATION -  CFS B
 DS1795  PID         -  DS1795
 DS1795  STATE/COUNTY-  MI/TUSCOLA
 DS1795  COUNTRY     -  US
 DS1795  USGS QUAD   -  CARO (2017)
 DS1795
 DS1795                         *CURRENT SURVEY CONTROL
 DS1795  ______________________________________________________________________
 DS1795* NAD 83(2011) POSITION- 43 27 32.03695(N) 083 26 34.95299(W)   ADJUSTED
 DS1795* NAD 83(2011) ELLIP HT-   174.847 (meters)        (04/26/24)   ADJUSTED
 DS1795* NAD 83(2011) EPOCH   -  2010.00
 DS1795* NAVD 88 ORTHO HEIGHT -   209.14  (meters)      686.2   (feet) GPS OBS
 DS1795  ______________________________________________________________________
 DS1795  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 DS1795  NAD 83(2011) X  -    529,521.459 (meters)                     COMP
 DS1795  NAD 83(2011) Y  - -4,606,828.894 (meters)                     COMP
 DS1795  NAD 83(2011) Z  -  4,364,768.561 (meters)                     COMP
 DS1795  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 DS1795
 DS1795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1795  Standards:
 DS1795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1795  -------------------------------------------------------------------
 DS1795  NETWORK    0.50   1.51           0.20   0.21   0.77     -0.05257532
 DS1795  -------------------------------------------------------------------
 DS1795  Click here for local accuracies and other accuracy information.
 DS1795
 DS1795.This mark is at Tuscola Airport  (CFS)
 DS1795
 DS1795.The horizontal coordinates were established by GPS observations
 DS1795.and adjusted by the NV5 GEOSPATIAL in April 2024.
 DS1795
 DS1795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1795.been affixed to the stable North American tectonic plate. See 
 DS1795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1795
 DS1795.The horizontal coordinates are valid at the epoch date displayed above
 DS1795.which is a decimal equivalence of Year/Month/Day.
 DS1795
 DS1795.The orthometric height was determined by GPS observations and a
 DS1795.high-resolution geoid model.
 DS1795
 DS1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1795.GEOID18 height accuracy estimate available here.
 DS1795
 DS1795.Click photographs - Photos may exist for this station.
 DS1795
 DS1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1795
 DS1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1795
 DS1795.The ellipsoidal height was determined by GPS observations
 DS1795.and is referenced to NAD 83.
 DS1795
 DS1795. The following values were computed from the NAD 83(2011) position.
 DS1795
 DS1795;                    North         East     Units Scale Factor Converg.
 DS1795;SPC MI S     -   218,005.277 4,074,745.594   MT  0.99995702   +0 37 42.8
 DS1795;SPC MI S     -   715,240.41 13,368,587.91   iFT  0.99995702   +0 37 42.8
 DS1795;UTM  17      - 4,814,676.032   302,356.632   MT  1.00008052   -1 40 51.4
 DS1795
 DS1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1795!SPC MI S     -   0.99997258  x   0.99995702  =   0.99992960
 DS1795!UTM  17      -   0.99997258  x   1.00008052  =   1.00005310
 DS1795
 DS1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0235614676(NAD 83)
 DS1795
 DS1795                          SUPERSEDED SURVEY CONTROL
 DS1795
 DS1795.No superseded survey control is available for this station.
 DS1795
 DS1795_MARKER: F = FLANGE-ENCASED ROD
 DS1795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1795_STAMPING: CFS B 2023
 DS1795_MARK LOGO: NV5GEO
 DS1795_PROJECTION: RECESSED 5 CENTIMETERS
 DS1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1795+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2023
 DS1795_ROD/PIPE-DEPTH: 9.8 meters
 DS1795_SLEEVE-DEPTH  : 0.9 meters
 DS1795
 DS1795  HISTORY     - Date     Condition        Report By
 DS1795  HISTORY     - 20230522 MONUMENTED       NV5GEO
 DS1795
 DS1795                          STATION DESCRIPTION
 DS1795
 DS1795'DESCRIBED BY NV5 GEOSPATIAL 2023 (CPF)
 DS1795'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF JUNIATA, 6.7 MI
 DS1795'(10.8 KM) SOUTHEAST OF FAIRGROVE AND 3.2 MI (5.1 KM) SOUTHWEST OF
 DS1795'CARO.  THE MARK IS AT TUSCOLA AREA AIRPORT.
 DS1795'
 DS1795'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 24 AND 81 IN CARO, GO
 DS1795'SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED CROSSROAD.
 DS1795'TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK ROAD TO A
 DS1795'PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 M (98.4 FT) ON
 DS1795'THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 DS1795'OFFICE, TO THE APRON.  CONTINUE TO THE TAXIWAY AND TURN RIGHT (NE) TO
 DS1795'THE TAXIWAY FOR THE HANGARS FOR 0.2 KM (0.1 MI) THEN TURN RIGHT (SE)
 DS1795'TOWARDS THE HANGARS FOR 60 M (196.9 FT) AND THE MARK ON THE LEFT.
 DS1795'
 DS1795'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DS1795'REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) ENCASED IN A 0.9 M (3.0 FT) LONG
 DS1795'GREASED SLEEVE, ENCLOSED IN A 6-INCH (15 CM) PVC PIPE WITH
 DS1795'NV5-GEOSPATIAL LID SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 DS1795'GROUND.  IT IS 60.32 M (197.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DS1795'PRIMARY TAXIWAY, 20.4 M (66.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 DS1795'THE CONCRETE PAD OF STORAGE AREA, 20.1 M (65.9 FT) NORTHEAST OF CORNER
 DS1795'OF APRON.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DS1795'POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS1796 ***********************************************************************
 DS1796  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1796  SACS        -  This is a Secondary Airport Control Station.
 DS1796  DESIGNATION -  CFS C
 DS1796  PID         -  DS1796
 DS1796  STATE/COUNTY-  MI/TUSCOLA
 DS1796  COUNTRY     -  US
 DS1796  USGS QUAD   -  CARO (2017)
 DS1796
 DS1796                         *CURRENT SURVEY CONTROL
 DS1796  ______________________________________________________________________
 DS1796* NAD 83(2011) POSITION- 43 27 17.30592(N) 083 27 01.99335(W)   ADJUSTED
 DS1796* NAD 83(2011) ELLIP HT-   173.969 (meters)        (04/26/24)   ADJUSTED
 DS1796* NAD 83(2011) EPOCH   -  2010.00
 DS1796* NAVD 88 ORTHO HEIGHT -   208.27  (meters)      683.3   (feet) GPS OBS
 DS1796  ______________________________________________________________________
 DS1796  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 DS1796  NAD 83(2011) X  -    528,953.115 (meters)                     COMP
 DS1796  NAD 83(2011) Y  - -4,607,208.300 (meters)                     COMP
 DS1796  NAD 83(2011) Z  -  4,364,437.941 (meters)                     COMP
 DS1796  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DS1796
 DS1796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1796  Standards:
 DS1796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1796  -------------------------------------------------------------------
 DS1796  NETWORK    0.53   1.59           0.21   0.22   0.81     -0.08796734
 DS1796  -------------------------------------------------------------------
 DS1796  Click here for local accuracies and other accuracy information.
 DS1796
 DS1796.This mark is at Tuscola Airport  (CFS)
 DS1796
 DS1796.The horizontal coordinates were established by GPS observations
 DS1796.and adjusted by the NV5 GEOSPATIAL in April 2024.
 DS1796
 DS1796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1796.been affixed to the stable North American tectonic plate. See 
 DS1796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1796
 DS1796.The horizontal coordinates are valid at the epoch date displayed above
 DS1796.which is a decimal equivalence of Year/Month/Day.
 DS1796
 DS1796.The orthometric height was determined by GPS observations and a
 DS1796.high-resolution geoid model.
 DS1796
 DS1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1796.GEOID18 height accuracy estimate available here.
 DS1796
 DS1796.Click photographs - Photos may exist for this station.
 DS1796
 DS1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1796
 DS1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1796
 DS1796.The ellipsoidal height was determined by GPS observations
 DS1796.and is referenced to NAD 83.
 DS1796
 DS1796. The following values were computed from the NAD 83(2011) position.
 DS1796
 DS1796;                    North         East     Units Scale Factor Converg.
 DS1796;SPC MI S     -   217,544.060 4,074,142.709   MT  0.99995630   +0 37 24.4
 DS1796;SPC MI S     -   713,727.23 13,366,609.94   iFT  0.99995630   +0 37 24.4
 DS1796;UTM  17      - 4,814,239.429   301,735.574   MT  1.00008355   -1 41 09.6
 DS1796
 DS1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1796!SPC MI S     -   0.99997272  x   0.99995630  =   0.99992902
 DS1796!UTM  17      -   0.99997272  x   1.00008355  =   1.00005627
 DS1796
 DS1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0173514239(NAD 83)
 DS1796
 DS1796                          SUPERSEDED SURVEY CONTROL
 DS1796
 DS1796.No superseded survey control is available for this station.
 DS1796
 DS1796_MARKER: F = FLANGE-ENCASED ROD
 DS1796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1796_STAMPING: CFS C 2023
 DS1796_MARK LOGO: NV5GEO
 DS1796_PROJECTION: RECESSED 15 CENTIMETERS
 DS1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1796+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2023
 DS1796_ROD/PIPE-DEPTH: 9.8 meters
 DS1796_SLEEVE-DEPTH  : 0.9 meters
 DS1796
 DS1796  HISTORY     - Date     Condition        Report By
 DS1796  HISTORY     - 20230522 MONUMENTED       NV5GEO
 DS1796
 DS1796                          STATION DESCRIPTION
 DS1796
 DS1796'DESCRIBED BY NV5 GEOSPATIAL 2023 (CPF)
 DS1796'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF JUNIATA, 6.7 MI
 DS1796'(10.8 KM) SOUTHEAST OF FAIRGROVE AND 3.7 MI (6.0 KM) SOUTHWEST OF
 DS1796'CARO.  THE MARK IS LOCATED AT THE TUSCOLA AREA AIRPORT.
 DS1796'
 DS1796'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 24 AND 81
 DS1796'IN CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 DS1796'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 DS1796'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 M (98.4
 DS1796'FT) ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 DS1796'OFFICE, TO THE APRON.  CONTINUE TO THE TAXIWAY AND TURN LEFT
 DS1796'(SOUTHWEST) TO THE TAXIWAY FOR THE HANGARS FOR 0.5 KM (0.3 MI) AND THE
 DS1796'MARK ON THE LEFT.
 DS1796'
 DS1796'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DS1796'REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) ENCASED IN A 0.9 M (3.0 FT) LONG
 DS1796'GREASED SLEEVE, ENCLOSED IN A 5-INCH (13 CM) PVC PIPE WITH
 DS1796'NV5-GEOSPATIAL LID SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 DS1796'GROUND.   THE STATION IS IT IS 102.0 M (334.6 FT) SOUTHWEST OF THE
 DS1796'CORNER OF THE PERIMETER FENCE LINE, 23.7 M (77.8 FT) SOUTHEAST OF THE
 DS1796'CENTERLINE OF THE PRIMARY RUNWAY, 15.3 M (50.2 FT) NORTHWEST OF THE
 DS1796'PERIMETER FENCE LINE.  THIS STATION IS DESIGNATED AS A SECONDARY
 DS1796'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0330 ***********************************************************************
 PK0330  DESIGNATION -  CHABOTS
 PK0330  PID         -  PK0330
 PK0330  STATE/COUNTY-  MI/ALPENA
 PK0330  COUNTRY     -  US
 PK0330  USGS QUAD   -  EVANS CREEK (2017)
 PK0330
 PK0330                         *CURRENT SURVEY CONTROL
 PK0330  ______________________________________________________________________
 PK0330* NAD 83(1994) POSITION- 44 58 50.59088(N) 083 44 38.11632(W)   ADJUSTED
 PK0330* NAVD 88 ORTHO HEIGHT -   247.83  (+/-2cm)      813.1   (feet) VERTCON3
 PK0330  ______________________________________________________________________
 PK0330  GEOID HEIGHT    -        -36.128 (meters)                     GEOID18
 PK0330  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 PK0330  HORZ ORDER      -  THIRD
 PK0330  VERT ORDER      -  THIRD ? (See Below)
 PK0330
 PK0330.The horizontal coordinates were established by classical geodetic methods
 PK0330.and adjusted by the National Geodetic Survey in February 1997.
 PK0330
 PK0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0330
 PK0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0330.GEOID18 height accuracy estimate available here.
 PK0330
 PK0330.The vertical order pertains to the NGVD 29 superseded value.
 PK0330
 PK0330.Click photographs - Photos may exist for this station.
 PK0330
 PK0330.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0330
 PK0330. The following values were computed from the NAD 83(1994) position.
 PK0330
 PK0330;                    North         East     Units Scale Factor Converg.
 PK0330;SPC MI C     -   185,097.933 6,049,113.214   MT  0.99991292   +0 26 23.7
 PK0330;SPC MI C     -   607,276.68 19,846,171.96   iFT  0.99991292   +0 26 23.7
 PK0330;UTM  17      - 4,984,471.741   283,664.354   MT  1.00017552   -1 56 25.2
 PK0330
 PK0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0330!SPC MI C     -   0.99996681  x   0.99991292  =   0.99987973
 PK0330!UTM  17      -   0.99996681  x   1.00017552  =   1.00014232
 PK0330
 PK0330:                Primary Azimuth Mark                     Grid Az
 PK0330:SPC MI C     -  FLANDERS RESET                           008 33 25.7
 PK0330:UTM  17      -  FLANDERS RESET                           010 56 14.6
 PK0330
 PK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8366484471(NAD 83)
 PK0330
 PK0330|---------------------------------------------------------------------|
 PK0330| PID    Reference Object                     Distance      Geod. Az  |
 PK0330|                                                           dddmmss.s |
 PK0330| CH1809 CHABOTS RM 1                         21.946 METERS 00218     |
 PK0330| QJ0287 FLANDERS RESET                      APPROX. 9.0 KM 0085949.4 |
 PK0330| CH1810 CHABOTS RM 2                         18.778 METERS 08501     |
 PK0330| CH1808 CHABOTS AZ MK                                      2200210.9 |
 PK0330|---------------------------------------------------------------------|
 PK0330
 PK0330                          SUPERSEDED SURVEY CONTROL
 PK0330
 PK0330  NAD 83(1986)-  44 58 50.58422(N)    083 44 38.11248(W) AD(       ) 3
 PK0330  NAD 27      -  44 58 50.54900(N)    083 44 38.15900(W) AD(       ) 3
 PK0330  NGVD 29             247.97   (m)          813.5    (f) LEVELING    3  
 PK0330
 PK0330.Superseded values are not recommended for survey control.
 PK0330
 PK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0330.See file dsdata.pdf to determine how the superseded data were derived.
 PK0330
 PK0330_MARKER: DS = TRIANGULATION STATION DISK
 PK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0330_STAMPING: CHABOTS 1956
 PK0330_MARK LOGO: CGS
 PK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0330+STABILITY: SURFACE MOTION
 PK0330
 PK0330  HISTORY     - Date     Condition        Report By
 PK0330  HISTORY     - 1956     MONUMENTED       CGS
 PK0330  HISTORY     - 1972     GOOD             USGS
 PK0330  HISTORY     - 1972     GOOD             NGS
 PK0330  HISTORY     - 19990514 POOR             USPSQD
 PK0330
 PK0330                          STATION DESCRIPTION
 PK0330
 PK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PK0330'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF ALPENA, ABOUT 9
 PK0330'MILES SOUTHEAST OF HILLMAN, ON HIGHWAY PROPERTY.  IT IS 38 FEET SOUTH
 PK0330'OF THE CENTERLINE OF WERTH ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST,
 PK0330'4 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD AND 66 FEET WEST
 PK0330'OF A 10 INCH MAPLE TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PK0330'STAMPED CHABOTS 1956.
 PK0330'
 PK0330'TO REACH THE STATION FROM THE BRIDGE OVER THUNDER BAY RIVER IN
 PK0330'HILLMAN, GO SOUTH ON PAVED ROAD FOR 0.4 MILE TO THE JUNCTION OF M 32.
 PK0330'TURN LEFT AND GO EAST ON M 32 FOR 7.8 MILES TO THE JUNCTION OF M 65.
 PK0330'TURN RIGHT AND GO SOUTH ON M 65 (GRAVEL) FOR 5.4 MILES TO A PAVED SIDE
 PK0330'ROAD LEFT* (WERTH ROAD).  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.2
 PK0330'MILE TO THE MARK ON THE RIGHT.
 PK0330'
 PK0330'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON M 65 FOR
 PK0330'0.3 MILE TO THE MARK ON THE RIGHT.
 PK0330'
 PK0330'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTERLINE OF WERTH ROAD AND
 PK0330'1 FOOT EAST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE
 PK0330'DISK IS STAMPED CHABOTS NO 1 1956.
 PK0330'
 PK0330'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF WERTH ROAD, 5
 PK0330'FEET WEST OF A 10 INCH MAPLE TREE, 4 FEET NORTH OF THE NORTH EDGE OF
 PK0330'THE CULTIVATED FIELD AND IN A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 PK0330'AND THE DISK IS STAMPED CHABOTS NO 2 1956.
 PK0330'
 PK0330'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF M 65, 1 FOOT
 PK0330'SOUTH OF A WHITE WITNESS POST, 2 FEET NORTH OF A TELEPHONE POLE AND 4
 PK0330'FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 4
 PK0330'INCHES AND THE DISK IS STAMPED CHABOTS 1956.
 PK0330'
 PK0330'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PK0330
 PK0330                          STATION RECOVERY (1972)
 PK0330
 PK0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0330'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  AZIMUTH
 PK0330'MARK NOT FOUND.
 PK0330'
 PK0330'DISTANCES AND DIRECTIONS CHECKED.  ORIGINAL DESCRIPTION ADEQUATE.
 PK0330
 PK0330                          STATION RECOVERY (1972)
 PK0330
 PK0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PK0330'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PK0330'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 PK0330'SINCE ANGLE AND MEASUREMENT FROM ROAD WOULD PUT IT IN A DITCH.  THE
 PK0330'EAGLING LOOKOUT TOWER HAS BEEN TORN DOWN AND NO OBJECTS WERE VISIBLE
 PK0330'FROM WHICH TO SET A NEW AZIMUTH MARK FROM.  THE DISTANCE TO THE
 PK0330'REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW
 PK0330'DESCRIPTION FOLLOWS-
 PK0330'
 PK0330'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF ALPENA, 66 FEET
 PK0330'WEST OF A 14 INCH MAPLE TREE, 38 FEET SOUTH OF THE CENTERLINE OF WERTH
 PK0330'ROAD, 30 FEET NORTH OF A MULTI-TRUNKED APPLE TREE AND 1 FOOT EAST OF A
 PK0330'METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 PK0330'STAMPED CHABOTS 1956.
 PK0330'
 PK0330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 65
 PK0330'(ABOUT 8 MILES EAST OF HILLMAN), GO SOUTH ON HIGHWAY 65 FOR 5.4 MILES
 PK0330'TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON WERTH RD.  FOR 0.2 MILE
 PK0330'TO THE STATION ON THE RIGHT.
 PK0330'
 PK0330'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1
 PK0330'FOOT EAST OF A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE
 PK0330'DISK IS STAMPED CHABOTS NO 1 1956.
 PK0330'
 PK0330'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 5
 PK0330'FEET WEST OF THE 14 INCH MAPLE TREE.  THE MONUMENT PROJECTS 4 INCHES
 PK0330'AND THE DISK IS STAMPED CHABOTS NO 2 1956.
 PK0330'
 PK0330'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PK0330'
 PK0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES SOUTHEAST OF
 PK0330'HILLMAN.
 PK0330
 PK0330                          STATION RECOVERY (1999)
 PK0330
 PK0330'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0330'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0550 ***********************************************************************
 OL0550  DESIGNATION -  CHALLENGE REFRIGERATOR CO STK
 OL0550  PID         -  OL0550
 OL0550  STATE/COUNTY-  MI/OTTAWA
 OL0550  COUNTRY     -  US
 OL0550  USGS QUAD   -  GRAND HAVEN (2017)
 OL0550
 OL0550                         *CURRENT SURVEY CONTROL
 OL0550  ______________________________________________________________________
 OL0550* NAD 83(1994) POSITION- 43 04 04.02278(N) 086 13 08.37222(W)   ADJUSTED
 OL0550  ______________________________________________________________________
 OL0550  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 OL0550  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 OL0550  HORZ ORDER      -  THIRD
 OL0550
 OL0550.The horizontal coordinates were established by classical geodetic methods
 OL0550.and adjusted by the National Geodetic Survey in February 1997.
 OL0550
 OL0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0550.GEOID18 height accuracy estimate available here.
 OL0550
 OL0550.Click photographs - Photos may exist for this station.
 OL0550
 OL0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0550
 OL0550. The following values were computed from the NAD 83(1994) position.
 OL0550
 OL0550;                    North         East     Units Scale Factor Converg.
 OL0550;SPC MI S     -   175,805.725 3,849,151.169   MT  0.99991195   -1 15 38.0
 OL0550;SPC MI S     -   576,790.44 12,628,448.72   iFT  0.99991195   -1 15 38.0
 OL0550;UTM  16      - 4,768,638.109   563,588.766   MT  0.99964974   +0 32 00.0
 OL0550
 OL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6358868638(NAD 83)
 OL0550
 OL0550                          SUPERSEDED SURVEY CONTROL
 OL0550
 OL0550  NAD 83(1986)-  43 04 04.02550(N)    086 13 08.38305(W) AD(       ) 3
 OL0550  NAD 27      -  43 04 03.96300(N)    086 13 08.19100(W) AD(       ) 3
 OL0550
 OL0550.Superseded values are not recommended for survey control.
 OL0550
 OL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0550.See file dsdata.pdf to determine how the superseded data were derived.
 OL0550
 OL0550_MARKER: 63 = STACK
 OL0550
 OL0550  HISTORY     - Date     Condition        Report By
 OL0550  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0550
 OL0550                          STATION DESCRIPTION
 OL0550
 OL0550'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0247 ***********************************************************************
 QK0247  DESIGNATION -  CHAMBERS
 QK0247  PID         -  QK0247
 QK0247  STATE/COUNTY-  MI/MACKINAC
 QK0247  COUNTRY     -  US
 QK0247  USGS QUAD   -  SAINT IGNACE (2017)
 QK0247
 QK0247                         *CURRENT SURVEY CONTROL
 QK0247  ______________________________________________________________________
 QK0247* NAD 83(1986) POSITION- 45 51 30.06   (N) 084 43 23.10   (W)   HD_HELD1
 QK0247* NAVD 88 ORTHO HEIGHT -   208.938 (meters)      685.49  (feet) ADJUSTED
 QK0247  ______________________________________________________________________
 QK0247  GEOID HEIGHT    -        -35.386 (meters)                     GEOID18
 QK0247  DYNAMIC HEIGHT  -        208.946 (meters)      685.52  (feet) COMP
 QK0247  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 QK0247
 QK0247  VERT ORDER      -  FIRST     CLASS 0
 QK0247
 QK0247.The horizontal coordinates were determined by differentially corrected
 QK0247.hand held GPS observations or other comparable positioning techniques
 QK0247.and have an estimated accuracy of +/- 3 meters.
 QK0247
 QK0247.The orthometric height was determined by differential leveling and
 QK0247.adjusted by the NATIONAL GEODETIC SURVEY
 QK0247.in June 1991.
 QK0247
 QK0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0247.GEOID18 height accuracy estimate available here.
 QK0247
 QK0247.Click photographs - Photos may exist for this station.
 QK0247
 QK0247.The dynamic height is computed by dividing the NAVD 88
 QK0247.geopotential number by the normal gravity value computed on the
 QK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0247.degrees latitude (g = 980.6199 gals.).
 QK0247
 QK0247.The modeled gravity was interpolated from observed gravity values.
 QK0247
 QK0247;                    North         East    Units  Estimated Accuracy
 QK0247;SPC MI N     -   122,021.3   8,176,790.4     MT  (+/- 3 meters HH1 GPS) 
 QK0247
 QK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7675480830(NAD 83)
 QK0247
 QK0247                          SUPERSEDED SURVEY CONTROL
 QK0247
 QK0247.No superseded survey control is available for this station.
 QK0247
 QK0247_MARKER: I = METAL ROD
 QK0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0247_SP_SET: CULVERT HEADWALL
 QK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0247+STABILITY: SURFACE MOTION
 QK0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0247+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2015
 QK0247
 QK0247  HISTORY     - Date     Condition        Report By
 QK0247  HISTORY     - 1972     MONUMENTED       NOS
 QK0247  HISTORY     - 1972     GOOD             NGS
 QK0247  HISTORY     - 1983     GOOD             NGS
 QK0247  HISTORY     - 20020605 GOOD             MIDT
 QK0247  HISTORY     - 20030606 GOOD             USPSQD
 QK0247  HISTORY     - 20060830 GOOD             USPSQD
 QK0247  HISTORY     - 20120518 GOOD             GEOCAC
 QK0247  HISTORY     - 20150706 GOOD             GEOCAC
 QK0247
 QK0247                          STATION DESCRIPTION
 QK0247
 QK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0247'AT ST IGNACE.
 QK0247'AT ST IGNACE, ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 2
 QK0247'FROM THE POST OFFICE AT ST IGNACE, AT THE JUNCTION OF CHAMBERS
 QK0247'STREET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 QK0247'FOR A 24 INCH PIPE CULVERT UNDER CHAMBERS STREET, 73 1/2 FEET
 QK0247'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY,
 QK0247'25.7 FEET WEST OF THE CENTER LINE OF CHAMBERS STREET, 1 FOOT
 QK0247'NORTH OF THE SOUTH END OF THE HEADWALL AND 1 1/2 FEET BELOW THE
 QK0247'LEVEL OF THE STREET.
 QK0247
 QK0247                          STATION RECOVERY (1983)
 QK0247
 QK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0247'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0247'1.0 KM (0.6 MI) SOUTHWEST ALONG BUSINESS INTERSTATE 75 AND U.S.
 QK0247'HIGHWAY 2 WEST FROM THE POST OFFICE, AT THE NORTHWEST CORNER OF THE
 QK0247'INTERSECTION OF CHAMBERS STREET AND U.S. HIGHWAY 2 WEST, THE HIGHEST
 QK0247'POINT OF A 1/2-INCH DIAMETER BRASS ROD SET IN THE WEST HEADWALL OF THE
 QK0247'CONCRETE CULVERT, 27.12 METERS (89.0 FT) NORTHERLY FROM THE CENTERLINE
 QK0247'OF THE HIGHWAY, 7.62 METERS (25.0 FT) WEST OF THE CENTERLINE OF
 QK0247'CHAMBERS STREET, 0.30 METERS (1.0 FT) NORTH OF SOUTH EDGE, AND
 QK0247'0.12 METERS (0.4 FT) EAST OF WEST EDGE.
 QK0247'THE MARK IS 0.15 M BELOW STREET.
 QK0247
 QK0247                          STATION RECOVERY (2002)
 QK0247
 QK0247'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2003)
 QK0247
 QK0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2006)
 QK0247
 QK0247'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2012)
 QK0247
 QK0247'RECOVERY NOTE BY GEOCACHING 2012 (RLM)
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2015)
 QK0247
 QK0247'RECOVERY NOTE BY GEOCACHING 2015 (MTT)
 QK0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0593 ***********************************************************************
 RK0593  DESIGNATION -  CHAMPION
 RK0593  PID         -  RK0593
 RK0593  STATE/COUNTY-  MI/MARQUETTE
 RK0593  COUNTRY     -  US
 RK0593  USGS QUAD   -  CHAMPION (2017)
 RK0593
 RK0593                         *CURRENT SURVEY CONTROL
 RK0593  ______________________________________________________________________
 RK0593* NAD 83(1994) POSITION- 46 31 15.77822(N) 087 56 42.47049(W)   ADJUSTED
 RK0593* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 RK0593  ______________________________________________________________________
 RK0593  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 RK0593  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 RK0593  HORZ ORDER      -  SECOND
 RK0593
 RK0593.The horizontal coordinates were established by classical geodetic methods
 RK0593.and adjusted by the National Geodetic Survey in February 1997.
 RK0593
 RK0593.The orthometric height was scaled from a topographic map.
 RK0593
 RK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0593.GEOID18 height accuracy estimate available here.
 RK0593
 RK0593.Click photographs - Photos may exist for this station.
 RK0593
 RK0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0593
 RK0593. The following values were computed from the NAD 83(1994) position.
 RK0593
 RK0593;                    North         East     Units Scale Factor Converg.
 RK0593;SPC MI N     -   193,570.164 7,927,485.472   MT  0.99991128   -0 40 59.3
 RK0593;SPC MI N     -   635,072.72 26,008,810.60   iFT  0.99991128   -0 40 59.3
 RK0593;UTM  16      - 5,152,376.197   427,506.499   MT  0.99966460   -0 41 09.0
 RK0593
 RK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0593!SPC MI N     -   0.99991870  x   0.99991128  =   0.99982999
 RK0593!UTM  16      -   0.99991870  x   0.99966460  =   0.99958333
 RK0593
 RK0593:                Primary Azimuth Mark                     Grid Az
 RK0593:SPC MI N     -  CHAMPION AZ MK                           273 05 45.9
 RK0593:UTM  16      -  CHAMPION AZ MK                           273 05 55.6
 RK0593
 RK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2750652376(NAD 83)
 RK0593
 RK0593|---------------------------------------------------------------------|
 RK0593| PID    Reference Object                     Distance      Geod. Az  |
 RK0593|                                                           dddmmss.s |
 RK0593| CJ2336 CHAMPION RM 2                        23.488 METERS 00300     |
 RK0593| RK0571 REPUBLIC IRON CO MINE TANK          APPROX.14.1 KM 1881634.3 |
 RK0593| RK0594 CHAMPION MICH BELL TEL MAST         APPROX. 2.4 KM 2300146.0 |
 RK0593| CJ2335 CHAMPION RM 1                        19.852 METERS 26947     |
 RK0593| CJ2334 CHAMPION AZ MK                                     2722446.6 |
 RK0593|---------------------------------------------------------------------|
 RK0593
 RK0593                          SUPERSEDED SURVEY CONTROL
 RK0593
 RK0593  NAD 83(1986)-  46 31 15.77192(N)    087 56 42.46427(W) AD(       ) 2
 RK0593  NAD 27      -  46 31 16.00400(N)    087 56 41.97900(W) AD(       ) 2
 RK0593
 RK0593.Superseded values are not recommended for survey control.
 RK0593
 RK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0593.See file dsdata.pdf to determine how the superseded data were derived.
 RK0593
 RK0593_MARKER: DS = TRIANGULATION STATION DISK
 RK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0593_STAMPING: CHAMPION 1955
 RK0593_MARK LOGO: CGS
 RK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0593+STABILITY: SURFACE MOTION
 RK0593
 RK0593  HISTORY     - Date     Condition        Report By
 RK0593  HISTORY     - 1955     MONUMENTED       CGS
 RK0593  HISTORY     - 20050919 MARK NOT FOUND   MIDT
 RK0593
 RK0593                          STATION DESCRIPTION
 RK0593
 RK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0593'THE STATION IS ALONG THE SOUTH SIDE OF SECTION 28, T. 48N., R. 29 W.,
 RK0593'IN THE SOUTHEAST CORNER OF A FARMYARD ON A CULTIVATED RIDGE.  IT IS
 RK0593'APPROXIMATELY 13 MILES WEST OF ISHPEMING AND 1 MILE NORTHEAST OF
 RK0593'CHAMPION.
 RK0593'
 RK0593'TO REACH FROM THE RAILROAD DEPOT IN CHAMPION, GO NORTH ON THE PAVED
 RK0593'ROAD FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.1 MILE TO
 RK0593'A FORK, TAKE RIGHT FORK 0.2 MILE TO A SIDE ROAD RIGHT, CONTINUE
 RK0593'STRAIGHT AHEAD 0.35 MILE ON THE GRAVEL ROAD TO A SIDE ROAD RIGHT,
 RK0593'TURN RIGHT AND GO EAST 0.5 MILE TO A PILE OF LARGE BOULDERS ON THE
 RK0593'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST 0.15 MILE TO
 RK0593'A T ROAD AT THE SOUTHWEST CORNER OF A FARMYARD, CONTINUE EAST ON THE
 RK0593'GRASS ALONG THE NORTH SIDE OF A FENCE 0.05 MILE TO THE STATION IN
 RK0593'THE SOUTHEAST CORNER OF THE FARMYARD.
 RK0593'
 RK0593'THE STATION MARK, STAMPED CHAMPION 1955, IS A STANDARD DISK SET IN A
 RK0593'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 10 FEET WEST OF
 RK0593'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 2 FEET WEST OF A WHITE
 RK0593'WITNESS POST AND 1 FOOT NORTH OF A BARBED-WIRE FENCE.
 RK0593'
 RK0593'REFERENCE MARK NO. 1, STAMPED CHAMPION NO. 1 1955, IS A STANDARD DISK
 RK0593'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 36
 RK0593'FEET SOUTH OF THE SOUTH ROW OF TREES IN THE APPLE ORCHARD, 104.7 FEET
 RK0593'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 1 FOOT
 RK0593'NORTH OF THE FENCE AND ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 RK0593'
 RK0593'REFERENCE MARK NO. 2, STAMPED CHAMPION NO. 2 1955, IS A STANDARD DISK
 RK0593'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 30
 RK0593'FEET EAST OF THE EAST ROW OF APPLE TREES, 1 FOOT WEST OF A FENCE
 RK0593'AND ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 RK0593'
 RK0593'THE AZIMUTH MARK, STAMPED CHAMPION 1955, IS A STANDARD DISK SET IN A
 RK0593'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 31 FEET NORTH
 RK0593'OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT
 RK0593'EAST OF A WHITE WITNESS POST.  THE AZIMUTH MARK IS VISIBLE FROM THE
 RK0593'GROUND.
 RK0593'
 RK0593'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0593
 RK0593                          STATION RECOVERY (2005)
 RK0593
 RK0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0593'STATION AND RM1 AND RM2 NOT FOUND. FOUND CONC. POST FOR AZIMUTH MARK
 RK0593'IN GENERAL LOCATION DESCRIBED, BUT IT WAS LYING ON IT'S SIDE AND THE
 RK0593'CAP WAS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0594 ***********************************************************************
 RK0594  DESIGNATION -  CHAMPION MICH BELL TEL MAST
 RK0594  PID         -  RK0594
 RK0594  STATE/COUNTY-  MI/MARQUETTE
 RK0594  COUNTRY     -  US
 RK0594  USGS QUAD   -  CHAMPION (2017)
 RK0594
 RK0594                         *CURRENT SURVEY CONTROL
 RK0594  ______________________________________________________________________
 RK0594* NAD 83(1994) POSITION- 46 30 26.70944(N) 087 58 07.23829(W)   ADJUSTED
 RK0594  ______________________________________________________________________
 RK0594  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 RK0594  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 RK0594  HORZ ORDER      -  THIRD
 RK0594
 RK0594.The horizontal coordinates were established by classical geodetic methods
 RK0594.and adjusted by the National Geodetic Survey in February 1997.
 RK0594
 RK0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0594.GEOID18 height accuracy estimate available here.
 RK0594
 RK0594.Click photographs - Photos may exist for this station.
 RK0594
 RK0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0594
 RK0594. The following values were computed from the NAD 83(1994) position.
 RK0594
 RK0594;                    North         East     Units Scale Factor Converg.
 RK0594;SPC MI N     -   192,077.067 7,925,660.450   MT  0.99991033   -0 42 00.5
 RK0594;SPC MI N     -   630,174.10 26,002,823.00   iFT  0.99991033   -0 42 00.5
 RK0594;UTM  16      - 5,150,883.550   425,681.853   MT  0.99966789   -0 42 10.0
 RK0594
 RK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2568150883(NAD 83)
 RK0594
 RK0594                          SUPERSEDED SURVEY CONTROL
 RK0594
 RK0594  NAD 83(1986)-  46 30 26.70350(N)    087 58 07.23176(W) AD(       ) 3
 RK0594  NAD 27      -  46 30 26.93600(N)    087 58 06.74400(W) AD(       ) 3
 RK0594
 RK0594.Superseded values are not recommended for survey control.
 RK0594
 RK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0594.See file dsdata.pdf to determine how the superseded data were derived.
 RK0594
 RK0594_MARKER: 44 = MICROWAVE MAST
 RK0594
 RK0594  HISTORY     - Date     Condition        Report By
 RK0594  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0594  HISTORY     - 1975     GOOD             NGS
 RK0594  HISTORY     - 19990922 GOOD             USPSQD
 RK0594  HISTORY     - 20060619 GOOD             GEOCAC
 RK0594
 RK0594                          STATION DESCRIPTION
 RK0594
 RK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0594'THE STATION IS THE FLASHING RED LIGHT ATOP ONE OF THE TWO 200 FOOT
 RK0594'METAL TOWERS THAT ARE OWNED BY THE MICHIGAN BELL TELEPHONE CO. AND
 RK0594'IS LOCATED ON A WOODED RIDGE ABOUT 0.5 MILE SOUTHWEST OF CHAMPION.
 RK0594
 RK0594                          STATION RECOVERY (1975)
 RK0594
 RK0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RK0594'CHAMPION, MICHIGAN BELL TELEPHONE COMPANY, MICROWAVE MAST WAS
 RK0594'RECOVERED AS DESCRIBED IN 1955 BY N.E.T.
 RK0594'
 RK0594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SOUTHWEST
 RK0594'OF CHAMPION.
 RK0594
 RK0594                          STATION RECOVERY (1999)
 RK0594
 RK0594'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0594'RECOVERED IN GOOD CONDITION.
 RK0594
 RK0594                          STATION RECOVERY (2006)
 RK0594
 RK0594'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ2086 ***********************************************************************
 DQ2086  DESIGNATION -  CHAMPLAIN
 DQ2086  PID         -  DQ2086
 DQ2086  STATE/COUNTY-  MI/HURON
 DQ2086  COUNTRY     -  US
 DQ2086  USGS QUAD   -  HARBOR BEACH (2017)
 DQ2086
 DQ2086                         *CURRENT SURVEY CONTROL
 DQ2086  ______________________________________________________________________
 DQ2086* NAD 83(1986) POSITION- 43 50 45.1    (N) 082 38 33.9    (W)   HD_HELD2
 DQ2086* NAVD 88 ORTHO HEIGHT -   178.669 (meters)      586.18  (feet) ADJUSTED
 DQ2086  ______________________________________________________________________
 DQ2086  GEOID HEIGHT    -        -35.165 (meters)                     GEOID18
 DQ2086  DYNAMIC HEIGHT  -        178.639 (meters)      586.08  (feet) COMP
 DQ2086  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 DQ2086
 DQ2086  VERT ORDER      -  FIRST     CLASS II
 DQ2086
 DQ2086.The horizontal coordinates were established by autonomous hand held GPS
 DQ2086.observations and have an estimated accuracy of +/- 10 meters.
 DQ2086
 DQ2086.The orthometric height was determined by differential leveling and
 DQ2086.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2086.in May 2016.
 DQ2086
 DQ2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2086.GEOID18 height accuracy estimate available here.
 DQ2086
 DQ2086.Click photographs - Photos may exist for this station.
 DQ2086
 DQ2086.The dynamic height is computed by dividing the NAVD 88
 DQ2086.geopotential number by the normal gravity value computed on the
 DQ2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2086.degrees latitude (g = 980.6199 gals.).
 DQ2086
 DQ2086.The modeled gravity was interpolated from observed gravity values.
 DQ2086
 DQ2086;                    North         East    Units  Estimated Accuracy
 DQ2086;SPC MI S     -   262,008.    4,138,623.      MT  (+/- 10 meters HH2 GPS)
 DQ2086
 DQ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6795256064(NAD 83)
 DQ2086
 DQ2086                          SUPERSEDED SURVEY CONTROL
 DQ2086
 DQ2086.No superseded survey control is available for this station.
 DQ2086
 DQ2086_MARKER: DD = SURVEY DISK
 DQ2086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DQ2086_STAMPING: CHAMPLAIN 1995
 DQ2086_MARK LOGO: USACE
 DQ2086_PROJECTION: PROJECTING 61 CENTIMETERS
 DQ2086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2086
 DQ2086  HISTORY     - Date     Condition        Report By
 DQ2086  HISTORY     - 1995     MONUMENTED       USACE
 DQ2086  HISTORY     - 20110623 GOOD             NGS
 DQ2086
 DQ2086                          STATION DESCRIPTION
 DQ2086
 DQ2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 DQ2086'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHEAST OF
 DQ2086'RUTH, 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF PORT HOPE AND IN THE TOWN OF
 DQ2086'HARBOR BEACH, MI.
 DQ2086'
 DQ2086'TO REACH FROM THE INTERSECTION OF M-142 AND MI-25 GO EAST 0.05 MI (0.1
 DQ2086'KM) TO THE PRIVATE PROPERTY OWNED BY SENSIENT FLAVORS.  THE STATION IS
 DQ2086'ON THE PRIVATE PROPERTY.
 DQ2086'
 DQ2086'ALSO CAN BE REACHED BY PROCEEDING NORTHWEST ON SOUTH HURON AVE (MI-25)
 DQ2086'TO THE INTERSECTION OF SOUTH HURON AVE (MI-25) AND STATE ST TO 79
 DQ2086'STATE ST (SENSIENT FLAVORS).
 DQ2086'
 DQ2086'IT IS 46.93 M (154.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DQ2086'THE NOS WATER LEVEL GAUGE HOUSE, 12.17 M (39.9 FT) EAST OF THE MOST
 DQ2086'EASTERN CORNER OF NOS METROPOLITAN TOWER, 5.52 M (18.1 FT)
 DQ2086'WEST-NORTHWEST OF THE EAST EDGE OF THE CONCRETE BULKHEAD ON WESTERN
 DQ2086'END OF DOCK AREA, CONCRETE BULKHEAD RUNS NORTH AND SOUTH, 0.62 M (2.0
 DQ2086'FT) ABOVE THE GROUND LEVEL.
 DQ2086'
 DQ2086'NOTE-THE HIGH POINT OF A SURVEY DISK SET INTO THE TOP OF A 36'
 DQ2086'DIAMETER STEEL PIPE DRIVEN INTO THE GROUND AND FILLED WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1639 ***********************************************************************
 RL1639  DESIGNATION -  CHANEY
 RL1639  PID         -  RL1639
 RL1639  STATE/COUNTY-  MI/GOGEBIC
 RL1639  COUNTRY     -  US
 RL1639  USGS QUAD   -  CHANEY LAKE (2017)
 RL1639
 RL1639                         *CURRENT SURVEY CONTROL
 RL1639  ______________________________________________________________________
 RL1639* NAD 83(1994) POSITION- 46 20 39.72062(N) 089 55 39.14121(W)   ADJUSTED
 RL1639* NAVD 88 ORTHO HEIGHT -   539.853 (meters)     1771.17  (feet) ADJUSTED
 RL1639  ______________________________________________________________________
 RL1639  GEOID HEIGHT    -        -30.925 (meters)                     GEOID18
 RL1639  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 RL1639  DYNAMIC HEIGHT  -        539.847 (meters)     1771.15  (feet) COMP
 RL1639  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 RL1639
 RL1639  HORZ ORDER      -  THIRD
 RL1639  VERT ORDER      -  SECOND    CLASS I
 RL1639
 RL1639.The horizontal coordinates were established by classical geodetic methods
 RL1639.and adjusted by the National Geodetic Survey in February 1997.
 RL1639
 RL1639.The orthometric height was determined by differential leveling and
 RL1639.adjusted by the NATIONAL GEODETIC SURVEY
 RL1639.in December 2018.
 RL1639
 RL1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1639.GEOID18 height accuracy estimate available here.
 RL1639
 RL1639.Click photographs - Photos may exist for this station.
 RL1639
 RL1639.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1639
 RL1639.The dynamic height is computed by dividing the NAVD 88
 RL1639.geopotential number by the normal gravity value computed on the
 RL1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1639.degrees latitude (g = 980.6199 gals.).
 RL1639
 RL1639.The modeled gravity was interpolated from observed gravity values.
 RL1639
 RL1639. The following values were computed from the NAD 83(1994) position.
 RL1639
 RL1639;                    North         East     Units Scale Factor Converg.
 RL1639;SPC MI N     -   177,660.328 7,774,707.128   MT  0.99990336   -2 06 57.6
 RL1639;SPC MI N     -   582,875.09 25,507,569.32   iFT  0.99990336   -2 06 57.6
 RL1639;SPC WI N     -   130,898.339   605,577.848   MT  0.99995008   +0 03 08.2
 RL1639;SPC WI N     -   429,455.63  1,986,799.99   sFT  0.99995008   +0 03 08.2
 RL1639;UTM  16      - 5,136,475.801   274,728.762   MT  1.00022385   -2 07 08.3
 RL1639;UTM  15      - 5,136,898.620   736,422.324   MT  1.00028714   +2 13 26.2
 RL1639
 RL1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1639!SPC MI N     -   0.99992023  x   0.99990336  =   0.99982359
 RL1639!SPC WI N     -   0.99992023  x   0.99995008  =   0.99987031
 RL1639!UTM  16      -   0.99992023  x   1.00022385  =   1.00014406
 RL1639!UTM  15      -   0.99992023  x   1.00028714  =   1.00020734
 RL1639
 RL1639:                Primary Azimuth Mark                     Grid Az
 RL1639:SPC MI N     -  CHANEY AZ MK                             159 39 49.5
 RL1639:SPC WI N     -  CHANEY AZ MK                             157 29 43.7
 RL1639:UTM  16      -  CHANEY AZ MK                             159 40 00.2
 RL1639:UTM  15      -  CHANEY AZ MK                             155 19 25.7
 RL1639
 RL1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7472836475(NAD 83)
 RL1639
 RL1639|---------------------------------------------------------------------|
 RL1639| PID    Reference Object                     Distance      Geod. Az  |
 RL1639|                                                           dddmmss.s |
 RL1639| CJ2338 CHANEY RM 1                          22.251 METERS 04112     |
 RL1639| CJ2337 CHANEY AZ MK                                       1573251.9 |
 RL1639| CJ2339 CHANEY RM 2                          27.162 METERS 32201     |
 RL1639|---------------------------------------------------------------------|
 RL1639
 RL1639                          SUPERSEDED SURVEY CONTROL
 RL1639
 RL1639  NAD 83(1991)-  46 20 39.71835(N)    089 55 39.13995(W) AD(       ) 3
 RL1639  NAD 83(1986)-  46 20 39.71541(N)    089 55 39.13666(W) AD(       ) 3
 RL1639  NAD 27      -  46 20 39.89300(N)    089 55 38.55100(W) AD(       ) 3
 RL1639
 RL1639.Superseded values are not recommended for survey control.
 RL1639
 RL1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1639.See file dsdata.pdf to determine how the superseded data were derived.
 RL1639
 RL1639_MARKER: DS = TRIANGULATION STATION DISK
 RL1639_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1639_STAMPING: CHANEY 1952
 RL1639_MARK LOGO: CGS
 RL1639_PROJECTION: PROJECTING 8 CENTIMETERS
 RL1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1639+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2018
 RL1639
 RL1639  HISTORY     - Date     Condition        Report By
 RL1639  HISTORY     - 1952     MONUMENTED       CGS
 RL1639  HISTORY     - 19941002 GOOD             GLORI
 RL1639  HISTORY     - 19941010 GOOD             LOCENG
 RL1639  HISTORY     - 20040808 GOOD             USPSQD
 RL1639  HISTORY     - 20180814 GOOD             WIDT
 RL1639
 RL1639                          STATION DESCRIPTION
 RL1639
 RL1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1639'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTHEAST OF HURLEY,
 RL1639'12 MILES SOUTHWEST OF MARENISCO, 9.0 MILES SOUTH OF WAKEFIELD AND
 RL1639'1.5 MILES NORTHWEST OF CHANEY LAKE.  THE STATION IS SET ON A
 RL1639'HIGH BANK ON THE ROAD RIGHT-OF-WAY AND IS ABOUT 20.0 FEET
 RL1639'ABOVE THE ELEVATION OF THE ROAD.
 RL1639'
 RL1639'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD GO
 RL1639'SOUTH ON MAIN STREET FOR 0.5 MILE TO CROSSROADS, CONTINUE
 RL1639'AHEAD ON GRAVEL ROAD FOR 8.9 MILE TO THE STATION ON THE LEFT AS
 RL1639'DESCRIBED.
 RL1639'
 RL1639'THE STATION MARK IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 4 INCHES AND IS STAMPED CHANEY 1952.
 RL1639'
 RL1639'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 6 INCHES AND IS STAMPED CHANEY NO 1 1952, IT
 RL1639'IS SET IN HEAVY TIMBER AT ABOUT THE SAME ELEVATION AS THE
 RL1639'STATION.
 RL1639'
 RL1639'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 3 INCHES AND IS STAMPED CHANEY NO 2 1952.  IT
 RL1639'IS 38.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND IS
 RL1639'ABOUT 10 FEET BELOW THE ELEVATION OF THE STATION.
 RL1639'
 RL1639'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 RL1639'GRAVEL ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RL1639'IT IS A STANDARD DISK SET IN BEDROCK, 37.0 FEET WEST OF THE
 RL1639'CENTERLINE OF A GRAVEL ROAD AND IS ABOUT 10 FEET ABOVE THE
 RL1639'ELEVATION OF THE ROAD.
 RL1639'
 RL1639'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1639
 RL1639                          STATION RECOVERY (1994)
 RL1639
 RL1639'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1639'TO REACH CHANEY FROM THE STOPLIGHT IN WAKEFIELD AT THE INTERSECTION OF
 RL1639'US 2 AND M-28 PROCEED SOUTH ON SUNDAY LAKE ST./CHANEY LAKE ROAD, FOR
 RL1639'9.15 MI (14.73 KM) TO THE CREST OF A HILL.  STATION LAYS 65 FT.EAST OF
 RL1639'THE BLACKTOP, APPROX.  125 FT.SOUTHERLY FROM A GATED DIRT ROAD TO THE
 RL1639'EAST.  AZIMUTH MARK SOUTH HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 RL1639'FROM STATION STEEL RAIL BEARS N.57 E.  1.85 FT.FROM R.M.1 STEEL RAIL
 RL1639'BEARS N.37 E.  1.1 FT.FROM R.M.2 STEEL RAIL BEARS N.47 W.  1.6 FT.
 RL1639
 RL1639                          STATION RECOVERY (1994)
 RL1639
 RL1639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RL1639'FROM THE STOPLIGHT IN WAKEFIELD AT THE INTERSECTION OF U.S. HIGHWAY 2
 RL1639'AND STATE HIGHWAY M-28 PROCEED SOUTH ON SUNDAY LAKE STREET/CHANEY LAKE
 RL1639'ROAD FOR 9.15 MI (14.73 KM) TO THE CREST OF A HILL.  STATION LAYS 65
 RL1639'FT (19.8 M) EAST OF THE BLACKTOP, APPROX.  125.0 FT (38.1 M) SOUTHERLY
 RL1639'FROM A GATED DIRT ROAD TO THE EAST.  AZIMUTH MARK SOUTH HAS BEEN
 RL1639'DESTROYED BY ROAD CONSTRUCTION.
 RL1639
 RL1639                          STATION RECOVERY (2004)
 RL1639
 RL1639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1639'RECOVERED IN GOOD CONDITION.
 RL1639
 RL1639                          STATION RECOVERY (2018)
 RL1639
 RL1639'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0200 ***********************************************************************
 RJ0200  DESIGNATION -  CHANNEL
 RJ0200  PID         -  RJ0200
 RJ0200  STATE/COUNTY-  MI/CHIPPEWA
 RJ0200  COUNTRY     -  US
 RJ0200  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0200
 RJ0200                         *CURRENT SURVEY CONTROL
 RJ0200  ______________________________________________________________________
 RJ0200* NAD 83(1986) POSITION- 46 15 16.     (N) 084 06 11.     (W)   SCALED
 RJ0200* NAVD 88 ORTHO HEIGHT -   181.195 (meters)      594.47  (feet) ADJUSTED
 RJ0200  ______________________________________________________________________
 RJ0200  GEOID HEIGHT    -        -36.570 (meters)                     GEOID18
 RJ0200  DYNAMIC HEIGHT  -        181.204 (meters)      594.50  (feet) COMP
 RJ0200  MODELED GRAVITY -    980,658.8   (mgal)                       NAVD 88
 RJ0200
 RJ0200  VERT ORDER      -  FIRST     CLASS I
 RJ0200
 RJ0200.The horizontal coordinates were scaled from a map and have
 RJ0200.an estimated accuracy of +/- 6 seconds.
 RJ0200
 RJ0200.The orthometric height was determined by differential leveling and
 RJ0200.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0200.in June 1991.
 RJ0200
 RJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0200.GEOID18 height accuracy estimate available here.
 RJ0200
 RJ0200.Click photographs - Photos may exist for this station.
 RJ0200
 RJ0200.The dynamic height is computed by dividing the NAVD 88
 RJ0200.geopotential number by the normal gravity value computed on the
 RJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0200.degrees latitude (g = 980.6199 gals.).
 RJ0200
 RJ0200.The modeled gravity was interpolated from observed gravity values.
 RJ0200
 RJ0200;                    North         East    Units  Estimated Accuracy
 RJ0200;SPC MI N     -   167,590.    8,223,310.      MT  (+/- 180 meters Scaled)
 RJ0200
 RJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS232263(NAD 83)
 RJ0200
 RJ0200                          SUPERSEDED SURVEY CONTROL
 RJ0200
 RJ0200  NGVD 29 (??/??/92)  181.177  (m)          594.41   (f) ADJ UNCH    1 1
 RJ0200
 RJ0200.Superseded values are not recommended for survey control.
 RJ0200
 RJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0200
 RJ0200_MARKER: Z = SEE DESCRIPTION
 RJ0200_SETTING: 80 = SET IN A BOULDER
 RJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0200+STABILITY: SURFACE MOTION
 RJ0200
 RJ0200  HISTORY     - Date     Condition        Report By
 RJ0200  HISTORY     - 1969     MONUMENTED       NONE
 RJ0200  HISTORY     - 1969     GOOD             USLS
 RJ0200  HISTORY     - 1983     GOOD             NGS
 RJ0200
 RJ0200                          STATION DESCRIPTION
 RJ0200
 RJ0200'DESCRIBED BY US LAKE SURVEY 1969
 RJ0200'AT NEEBISH ISLAND.
 RJ0200'CHANNEL IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0200'5.6 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, AT COAST
 RJ0200'GUARD LOOKOUT STATION NO. 1, 147 FEET SOUTH SOUTHWEST OF
 RJ0200'REFERENCE MONUMENT NO. 16, 15.0 FEET NORTH OF UTILITY POLE NO.
 RJ0200'21B, 9 FEET SOUTH OF CENTERLINE OF DIRT ROAD LEADING TO TOWER,
 RJ0200'3-FEET ABOVE THE GROUND, BEING THE HIGHEST POINT ON TOP OF A
 RJ0200'1/2-INCH BOLT SET INTO A 5 X 5 FOOT BOULDER.
 RJ0200
 RJ0200                          STATION RECOVERY (1983)
 RJ0200
 RJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0613 ***********************************************************************
 RK0613  DESIGNATION -  CHAPEL
 RK0613  PID         -  RK0613
 RK0613  STATE/COUNTY-  MI/ALGER
 RK0613  COUNTRY     -  US
 RK0613  USGS QUAD   -  GRAND PORTAL POINT (2017)
 RK0613
 RK0613                         *CURRENT SURVEY CONTROL
 RK0613  ______________________________________________________________________
 RK0613* NAD 83(1994) POSITION- 46 31 45.80403(N) 086 27 44.27294(W)   ADJUSTED
 RK0613* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 RK0613  ______________________________________________________________________
 RK0613  GEOID HEIGHT    -        -35.547 (meters)                     GEOID18
 RK0613  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 RK0613  HORZ ORDER      -  THIRD
 RK0613
 RK0613.The horizontal coordinates were established by classical geodetic methods
 RK0613.and adjusted by the National Geodetic Survey in February 1997.
 RK0613
 RK0613.The orthometric height was scaled from a topographic map.
 RK0613
 RK0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0613.GEOID18 height accuracy estimate available here.
 RK0613
 RK0613.Click photographs - Photos may exist for this station.
 RK0613
 RK0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0613
 RK0613. The following values were computed from the NAD 83(1994) position.
 RK0613
 RK0613;                    North         East     Units Scale Factor Converg.
 RK0613;SPC MI N     -   194,204.829 8,041,249.200   MT  0.99991189   +0 23 19.1
 RK0613;SPC MI N     -   637,154.95 26,382,051.18   iFT  0.99991189   +0 23 19.1
 RK0613;UTM  16      - 5,153,009.516   541,236.619   MT  0.99962090   +0 23 24.8
 RK0613
 RK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0613!SPC MI N     -   0.99996873  x   0.99991189  =   0.99988062
 RK0613!UTM  16      -   0.99996873  x   0.99962090  =   0.99958964
 RK0613
 RK0613:                Primary Azimuth Mark                     Grid Az
 RK0613:SPC MI N     -  SEVENMILE                                062 43 31.6
 RK0613:UTM  16      -  SEVENMILE                                062 43 25.9
 RK0613
 RK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4123653009(NAD 83)
 RK0613
 RK0613|---------------------------------------------------------------------|
 RK0613| PID    Reference Object                     Distance      Geod. Az  |
 RK0613|                                                           dddmmss.s |
 RK0613| CH1811 CHAPEL RM 1                          34.610 METERS 01706     |
 RK0613| RK0611 SEVENMILE                           APPROX.16.7 KM 0630650.7 |
 RK0613| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.20.5 KM 2305201.1 |
 RK0613| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.20.5 KM 2310613.0 |
 RK0613| CH1812 CHAPEL RM 2                          29.218 METERS 24205     |
 RK0613|---------------------------------------------------------------------|
 RK0613
 RK0613                          SUPERSEDED SURVEY CONTROL
 RK0613
 RK0613  NAD 83(1986)-  46 31 45.79868(N)    086 27 44.27015(W) AD(       ) 3
 RK0613  NAD 27      -  46 31 45.96091(N)    086 27 43.65002(W) AD(       ) 3
 RK0613
 RK0613.Superseded values are not recommended for survey control.
 RK0613
 RK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0613.See file dsdata.pdf to determine how the superseded data were derived.
 RK0613
 RK0613_MARKER: DS = TRIANGULATION STATION DISK
 RK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0613_STAMPING: CHAPEL 1965
 RK0613_MARK LOGO: CGS
 RK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0613+STABILITY: SURFACE MOTION
 RK0613
 RK0613  HISTORY     - Date     Condition        Report By
 RK0613  HISTORY     - 1965     MONUMENTED       CGS
 RK0613
 RK0613                          STATION DESCRIPTION
 RK0613
 RK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0613'THE STATION IS ABOUT 13 MILES NORTHEAST OF MUNISING, 13 MILES
 RK0613'NORTH OF SHINGLETON, 5 MILES NORTH-NORTHWEST OF MELSTRAND, IN
 RK0613'SECTION 29, T 48 N, R 17 W, ON THE EASTERN PART OF A HIGH FLAT
 RK0613'TIMBERED AREA, AND ON PROPERTY OWNED BY MR. J. ROSS VINTON.
 RK0613'
 RK0613'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AT THE SOUTH
 RK0613'EDGE OF THE SMALL VILLAGE OF MELSTRAND, GO NORTH ON A BLACKTOP ROAD
 RK0613'FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A
 RK0613'SAND ROAD AS PER SIGN CHAPEL LAKE FOR 2.15 MILES TO A Y-FORK.
 RK0613'TAKE THE RIGHT FORK AND GO NORTH AND NORTHWEST ON A SAND ROAD FOR
 RK0613'2.9 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 RK0613'A SAND ROAD FOR 0.3 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND
 RK0613'GO NORTHWEST ON THE SAND ROAD FOR 0.25 MILE TO A Y-FORK AT THE BASE
 RK0613'OF A SANDY HILL.  (NOTE--IN WET WEATHER A FOUR-WHEEL DRIVE
 RK0613'VEHICLE REQUIRED FROM THIS POINT.) TAKE THE RIGHT FORK AND GO
 RK0613'EASTERLY ON A WOODS ROAD FOR 0.5 MILE TO A Y-FORK.  TAKE THE
 RK0613'LEFT FORK AND GO NORTH ON A WOODS ROAD FOR 0.1 MILE TO A SMALL
 RK0613'POND ON THE RIGHT.  BEAR LEFT AND GO WEST ACROSS A SMALL OPEN AREA TO
 RK0613'THE STATION.
 RK0613'
 RK0613'THE STATION MARKS ARE STANDARD DISKS STAMPED CHAPEL 1965.  THE
 RK0613'SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RK0613'PROJECTS 3 INCHES.  IT IS 34 FEET WEST OF A 12-INCH MAPLE TREE WITH
 RK0613'A TRIANGULAR BLAZE, 16 FEET SOUTHEAST OF A 6-INCH MAPLE TREE, 13
 RK0613'FEET EAST OF A 10-INCH MAPLE TREE, AND 5-1/2 FEET EAST OF A METAL
 RK0613'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0613'MASS OF CONCRETE 45 INCHES BELOW THE GROUND SURFACE.
 RK0613'
 RK0613'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAPEL NO 1 1965, IS
 RK0613'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 RK0613'INCHES.  IT IS 36 FEET SOUTH OF A 12-INCH MAPLE TREE AND 19 FEET
 RK0613'NORTH OF A 6-INCH OAK TREE.
 RK0613'
 RK0613'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAPEL NO 2 1965, IS
 RK0613'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 RK0613'INCHES. IT IS 6 FEET SOUTH OF A 1 FOOT MAPLE TREE.
 RK0613'
 RK0613'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK DUE TO DENSE TREES.
 RK0613'
 RK0613'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0908 ***********************************************************************
 QK0908  DESIGNATION -  CHAR
 QK0908  PID         -  QK0908
 QK0908  STATE/COUNTY-  MI/CHARLEVOIX
 QK0908  COUNTRY     -  US
 QK0908  USGS QUAD   -  IRONTON (2017)
 QK0908
 QK0908                         *CURRENT SURVEY CONTROL
 QK0908  ______________________________________________________________________
 QK0908* NAD 83(2011) POSITION- 45 15 08.78479(N) 085 08 57.83592(W)   ADJUSTED
 QK0908* NAD 83(2011) ELLIP HT-   199.130 (meters)        (06/27/12)   ADJUSTED
 QK0908* NAD 83(2011) EPOCH   -  2010.00
 QK0908* NAVD 88 ORTHO HEIGHT -   234.2   (meters)      768.    (feet) VERTCON3
 QK0908  ______________________________________________________________________
 QK0908  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 QK0908  NAD 83(2011) X  -    380,328.590 (meters)                     COMP
 QK0908  NAD 83(2011) Y  - -4,481,740.986 (meters)                     COMP
 QK0908  NAD 83(2011) Z  -  4,507,283.774 (meters)                     COMP
 QK0908  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 QK0908
 QK0908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0908  Standards:
 QK0908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0908  -------------------------------------------------------------------
 QK0908  NETWORK    1.76   2.33           0.82   0.56   1.19     -0.23252988
 QK0908  -------------------------------------------------------------------
 QK0908  Click here for local accuracies and other accuracy information.
 QK0908
 QK0908.The horizontal coordinates were established by GPS observations
 QK0908.and adjusted by the National Geodetic Survey in June 2012.
 QK0908
 QK0908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0908.been affixed to the stable North American tectonic plate. See 
 QK0908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0908
 QK0908.The horizontal coordinates are valid at the epoch date displayed above
 QK0908.which is a decimal equivalence of Year/Month/Day.
 QK0908
 QK0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0908
 QK0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0908.GEOID18 height accuracy estimate available here.
 QK0908
 QK0908.Click photographs - Photos may exist for this station.
 QK0908
 QK0908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0908
 QK0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0908
 QK0908.The ellipsoidal height was determined by GPS observations
 QK0908.and is referenced to NAD 83.
 QK0908
 QK0908. The following values were computed from the NAD 83(2011) position.
 QK0908
 QK0908;                    North         East     Units Scale Factor Converg.
 QK0908;SPC MI C     -   215,400.781 5,938,561.072   MT  0.99992723   -0 33 10.5
 QK0908;SPC MI C     -   706,695.48 19,483,468.08   iFT  0.99992723   -0 33 10.5
 QK0908;UTM  16      - 5,012,659.771   645,213.600   MT  0.99985928   +1 18 52.4
 QK0908
 QK0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0908!SPC MI C     -   0.99996878  x   0.99992723  =   0.99989601
 QK0908!UTM  16      -   0.99996878  x   0.99985928  =   0.99982807
 QK0908
 QK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4521312659(NAD 83)
 QK0908
 QK0908                          SUPERSEDED SURVEY CONTROL
 QK0908
 QK0908  NAD 83(2007)-  45 15 08.78515(N)    085 08 57.83699(W) AD(2002.00) 0
 QK0908  ELLIP H (02/10/07)  199.168  (m)                       GP(2002.00)    
 QK0908  ELLIP H (07/17/02)  199.189  (m)                       GP(       ) 4 1
 QK0908  NAD 83(1994)-  45 15 08.78438(N)    085 08 57.83691(W) AD(       ) 2
 QK0908  ELLIP H (02/03/97)  199.170  (m)                       GP(       ) 4 1
 QK0908  NAD 83(1986)-  45 15 08.77945(N)    085 08 57.84597(W) AD(       ) 2
 QK0908  NGVD 29 (12/10/93)  234.3    (m)  GEOID93  model used  GPS OBS        
 QK0908
 QK0908.Superseded values are not recommended for survey control.
 QK0908
 QK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0908.See file dsdata.pdf to determine how the superseded data were derived.
 QK0908
 QK0908_MARKER: DD = SURVEY DISK
 QK0908_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 QK0908_SP_SET: SURROUNDED BY MASS OF CONCRETE
 QK0908_STAMPING: CHAR 1993
 QK0908_MARK LOGO: NOS
 QK0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0908+STABILITY: SURFACE MOTION
 QK0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0908+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2019
 QK0908
 QK0908  HISTORY     - Date     Condition        Report By
 QK0908  HISTORY     - 1993     MONUMENTED       NOS
 QK0908  HISTORY     - 20190928 SEE DESCRIPTION  NONE
 QK0908
 QK0908                          STATION DESCRIPTION
 QK0908
 QK0908'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 QK0908'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF CHARLEVOIX,
 QK0908'MICHIGAN NEAR THE IRONTON FERRY LANDING.
 QK0908'TO REACH THE STATION FROM THE EASTERN SIDE OF THE FERRY LANDING
 QK0908'CROSSING THE SOUTH BRANCH OF LAKE CHARLEVOIX, HEAD EAST ON FERRY ROAD
 QK0908'1.65 MI (2.66 KM) TO MOUNTIAN ROAD, TURN RIGHT ON MOUNTIAN ROAD FOR
 QK0908'0.2 MI (0.3 KM) UPHILL TO STATION ON LEFT AS DESCRIBED.
 QK0908'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---CHAR 1993---
 QK0908'ATTACHED TO A 42 INCH ALUMINUM ROD AND SURROUNDED BY A MASS OF
 QK0908'CONCRETE. THE STATION IS FLUSH WITH THE GROUND.THE STATION IS 26.0 M
 QK0908'(85.3 FT) EAST OF CENTER LINE OF MOUNTIAN ROAD, 21.55 M (70.70 FT)
 QK0908'NORTH-NORTHEAST FROM THE MOST NORTHERN OF 2 WOODEN FENCE POSTS AND
 QK0908'23.5 M (77.1 FT) NORTH-NORTHEAST OF CENTERLINE OF OVERGROWN ROAD.
 QK0908
 QK0908                          STATION RECOVERY (2019)
 QK0908
 QK0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (WRB)
 QK0908'THERE IS CURRENTLY AN EXTENSIVE THICKET OF SECOND GROWTH WHITE PINE
 QK0908'TREES THAT ARE ABOUT 10 TO 20 FT (6.1 M) HIGH.  THERE IS A FENCE
 QK0908'AROUND THE PROPERTY, BUT IT IS NOT A ROBUST ONE.  THE CALCULATED
 QK0908'LOCATION FOR N451508.78479, W0850857.83592 IS THE TIP OF THE ORANGE
 QK0908'TACK, THE YELLOW LINE IS 0.21 MI (0.34 KM) AS PER THE 1993
 QK0908'DESCRIPTION.  IF THE MARK COULD BE RECOVERED A CONSIDERABLE AMOUNT OF
 QK0908'THE THICKET WOULD NEED TO BE REMOVED TO MAKE THE MARK USEFUL FOR
 QK0908'SATELLITE PURPOSES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5390 ***********************************************************************
 AH5390  DESIGNATION -  CHAR
 AH5390  PID         -  AH5390
 AH5390  STATE/COUNTY-  MI/CHIPPEWA
 AH5390  COUNTRY     -  US
 AH5390  USGS QUAD   -  OAK RIDGE (2017)
 AH5390
 AH5390                         *CURRENT SURVEY CONTROL
 AH5390  ______________________________________________________________________
 AH5390* NAD 83(1994) POSITION- 46 18 51.69872(N) 084 12 38.53595(W)   ADJUSTED
 AH5390* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5390  ______________________________________________________________________
 AH5390  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 AH5390  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 AH5390  HORZ ORDER      -  THIRD
 AH5390
 AH5390.The horizontal coordinates were established by classical geodetic methods
 AH5390.and adjusted by the National Geodetic Survey in November 1998.
 AH5390
 AH5390.The orthometric height was scaled from a topographic map.
 AH5390
 AH5390.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5390.GEOID18 height accuracy estimate available here.
 AH5390
 AH5390.Click photographs - Photos may exist for this station.
 AH5390
 AH5390.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5390
 AH5390. The following values were computed from the NAD 83(1994) position.
 AH5390
 AH5390;                    North         East     Units Scale Factor Converg.
 AH5390;SPC MI N     -   173,943.679 8,214,775.967   MT  0.99990296   +2 00 57.9
 AH5390;SPC MI N     -   570,681.36 26,951,364.72   iFT  0.99990296   +2 00 57.9
 AH5390;UTM  16      - 5,132,757.636   714,751.413   MT  1.00016694   +2 01 04.2
 AH5390
 AH5390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5390!SPC MI N     -   0.99997785  x   0.99990296  =   0.99988081
 AH5390!UTM  16      -   0.99997785  x   1.00016694  =   1.00014478
 AH5390
 AH5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475132757(NAD 83)
 AH5390
 AH5390                          SUPERSEDED SURVEY CONTROL
 AH5390
 AH5390.No superseded survey control is available for this station.
 AH5390
 AH5390_MARKER: DD = SURVEY DISK
 AH5390_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5390_STAMPING: CHAR 1988
 AH5390_MARK LOGO: NOS
 AH5390_PROJECTION: FLUSH
 AH5390_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5390
 AH5390  HISTORY     - Date     Condition        Report By
 AH5390  HISTORY     - 1988     MONUMENTED       NOS
 AH5390
 AH5390                          STATION DESCRIPTION
 AH5390
 AH5390'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5390'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE ST MARYS RIVER ALONG
 AH5390'THE WEST NEEBISH CHANNEL ON THE WEST SIDE OF SAND ISLAND AND DIRECTLY
 AH5390'OPPOSITE THE MOUTH OF THE CHARLOTTE RIVER PROJECTED.
 AH5390'TO REACH THE STATION FROM THE BARBEAU BOAT RAMP AT THE END OF FIFTEEN
 AH5390'MILE ROAD, GO NORTH BY BOAT FOR APPROXIMATELY 1.2 MILES TO THE STATION
 AH5390'ON THE RIGHT.
 AH5390'THE STATION IS A STANDARD ALUMINUM NOS DISK SET ON TOP OF AN ALUMINUM
 AH5390'ROD WHICH IN TURN IS SET INTO A MASS OF CONCRETE. THE DISK PROJECTS
 AH5390'0.2 FEET ABOVE THE EXISTING GROUND AND IS STAMPED---CHAR 1988---.  IT
 AH5390'IS LOCATED 4.41 METERS (14.47 FEET) EAST OF THE WATERLINE, 1.83 METERS
 AH5390'(6.0 FEET) WEST OF THE WOODS LINE AND 0.63 METER (2.07 FEET) EAST OF A
 AH5390'WOOD FENCE POST.
 AH5390'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5390'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0297 ***********************************************************************
 PK0297  DESIGNATION -  CHARITY
 PK0297  PID         -  PK0297
 PK0297  STATE/COUNTY-  MI/ARENAC
 PK0297  COUNTRY     -  US
 PK0297  USGS QUAD   -  CHARITY ISLAND (2017)
 PK0297
 PK0297                         *CURRENT SURVEY CONTROL
 PK0297  ______________________________________________________________________
 PK0297* NAD 83(1994) POSITION- 44 01 30.95397(N) 083 26 10.37045(W)   ADJUSTED
 PK0297* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 PK0297  ______________________________________________________________________
 PK0297  GEOID HEIGHT    -        -35.047 (meters)                     GEOID18
 PK0297  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 PK0297  HORZ ORDER      -  FIRST
 PK0297
 PK0297.The horizontal coordinates were established by classical geodetic methods
 PK0297.and adjusted by the National Geodetic Survey in February 1997.
 PK0297
 PK0297.The orthometric height was scaled from a topographic map.
 PK0297
 PK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0297.GEOID18 height accuracy estimate available here.
 PK0297
 PK0297.Click photographs - Photos may exist for this station.
 PK0297
 PK0297.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0297
 PK0297. The following values were computed from the NAD 83(1994) position.
 PK0297
 PK0297;                    North         East     Units Scale Factor Converg.
 PK0297;SPC MI C     -    79,170.108 6,074,597.735   MT  1.00003997   +0 39 26.2
 PK0297;SPC MI C     -   259,744.45 19,929,782.60   iFT  1.00003997   +0 39 26.2
 PK0297;SPC MI S     -   280,936.294 4,074,602.738   MT  1.00010546   +0 37 59.5
 PK0297;SPC MI S     -   921,707.00 13,368,119.22   iFT  1.00010546   +0 37 59.5
 PK0297;UTM  17      - 4,877,564.574   304,759.520   MT  1.00006885   -1 41 37.1
 PK0297
 PK0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0297!SPC MI C     -   0.99997730  x   1.00003997  =   1.00001727
 PK0297!SPC MI S     -   0.99997730  x   1.00010546  =   1.00008276
 PK0297!UTM  17      -   0.99997730  x   1.00006885  =   1.00004615
 PK0297
 PK0297:                Primary Azimuth Mark                     Grid Az
 PK0297:SPC MI C     -  OAK POINT USLS 1906                      110 40 58.6
 PK0297:SPC MI S     -  OAK POINT USLS 1906                      110 42 25.3
 PK0297:UTM  17      -  OAK POINT USLS 1906                      113 02 01.9
 PK0297
 PK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0475977564(NAD 83)
 PK0297
 PK0297|---------------------------------------------------------------------|
 PK0297| PID    Reference Object                     Distance      Geod. Az  |
 PK0297|                                                           dddmmss.s |
 PK0297| OJ0927 OAK POINT USLS 1906                 APPROX.15.4 KM 1112024.8 |
 PK0297|---------------------------------------------------------------------|
 PK0297
 PK0297                          SUPERSEDED SURVEY CONTROL
 PK0297
 PK0297  NAD 83(1986)-  44 01 30.94477(N)    083 26 10.38559(W) AD(       ) 1
 PK0297  NAD 27      -  44 01 30.89721(N)    083 26 10.49791(W) AD(       ) 1
 PK0297
 PK0297.Superseded values are not recommended for survey control.
 PK0297
 PK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0297.See file dsdata.pdf to determine how the superseded data were derived.
 PK0297
 PK0297_MARKER: S = SPIKE
 PK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0297+STABILITY: SURFACE MOTION
 PK0297
 PK0297  HISTORY     - Date     Condition        Report By
 PK0297  HISTORY     - 1906     MONUMENTED       USLS
 PK0297  HISTORY     - 1932     GOOD             USLS
 PK0297  HISTORY     - 1962     GOOD             USLS
 PK0297
 PK0297                          STATION DESCRIPTION
 PK0297
 PK0297'DESCRIBED BY US LAKE SURVEY 1932
 PK0297'ON BIG CHARITY ISLAND IN SAGINAW BAY, ABOUT 50 FEET FROM SHORE ON EAST
 PK0297'SIDE OF ISLAND.  SURFANCE AND UNDERGROUND MARKS ARE SPIKES SURROUNDED
 PK0297'BY SIX OTHERS IN CONCRETE MONUMENT INSCRIBED U.S.L.S.  1906.  UPPER
 PK0297'MARK PROJECTS 10 INCHES ABOVE GROUND.  LOWER MARK IS 4 FEET BELOW
 PK0297'SURFACE OF GROUND.
 PK0297
 PK0297                          STATION RECOVERY (1962)
 PK0297
 PK0297'RECOVERY NOTE BY US LAKE SURVEY 1962 (DJL)
 PK0297'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 PK0297'
 PK0297'HOW REACHED- STATION IS REACHED BY BOAT AND IS ON CHARITY ISLAND.
 PK0297'STATION IS LOCATED ON THE EASTERLY SIDE OF THE ISLAND APPROXIMATELY
 PK0297'1300 FEET NORTH OF THE MOST SOUTHERLY TIP OF THE ISLAND.
 PK0297'
 PK0297'CONDITION AND DESCRIPTION OF CENTER MARK- STATION IS 9 BY 12 IN.
 PK0297'CONCRETE MONUMENT MARKED USLS 1906 PROJECTING 5 IN. ABOVE GROUND AND
 PK0297'IS IN GOOD CONDITION.  THE MARK IS METAL SPIKE POINT PROTRUDING 3/4
 PK0297'IN. ABOVE CONCRETE SURFACE CENTERED IN THREE OTHER PROTRUDING SPIKES
 PK0297'SET IN THE SHAPE OF A TRIANGLE.
 PK0297'
 PK0297'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO
 PK0297'CLEAR-SMALL 30 BY 50 FT. CLEARING WITH WOODS AROUND IT.
 PK0297'
 PK0297'CONDITION AND DESCRIPTION OF REFERENCE MARKS-NAIL IN TRIANGLE BLAZE 18
 PK0297'IN. DIAM. POPLAR TREE - 5-1/2 FT. 227 DEG 15 MIN 15 SEC ABOVE GROUND
 PK0297'SURFACE 27.0 METERS
 PK0297'
 PK0297'NAIL IN TRIANGLE BLAZE 12 IN. DIAM. OAK TREE - 5 FT. ABOVE GROUND
 PK0297'SURFACE 160 DEG 07 MIN 00 SEC.  9.2 METERS BENT NAIL IN TRIANGLE BLAZE
 PK0297'34 IN. DIAM OAK TREE- 4 FT. ABOVE GROUND SURFACE-22 DEG 00 MIN. 00
 PK0297'SEC. 20.2 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0100 ***********************************************************************
 RJ0100  DESIGNATION -  CHARL
 RJ0100  PID         -  RJ0100
 RJ0100  STATE/COUNTY-  MI/CHIPPEWA
 RJ0100  COUNTRY     -  US
 RJ0100  USGS QUAD   -  BARBEAU (2017)
 RJ0100
 RJ0100                         *CURRENT SURVEY CONTROL
 RJ0100  ______________________________________________________________________
 RJ0100* NAD 83(1986) POSITION- 46 21 20.     (N) 084 16 50.     (W)   SCALED
 RJ0100* NAVD 88 ORTHO HEIGHT -   186.020 (meters)      610.30  (feet) ADJUSTED
 RJ0100  ______________________________________________________________________
 RJ0100  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 RJ0100  DYNAMIC HEIGHT  -        186.030 (meters)      610.33  (feet) COMP
 RJ0100  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RJ0100
 RJ0100  VERT ORDER      -  FIRST     CLASS 0
 RJ0100
 RJ0100.The horizontal coordinates were scaled from a map and have
 RJ0100.an estimated accuracy of +/- 6 seconds.
 RJ0100
 RJ0100.The orthometric height was determined by differential leveling and
 RJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0100.in June 1991.
 RJ0100
 RJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0100.GEOID18 height accuracy estimate available here.
 RJ0100
 RJ0100.Click photographs - Photos may exist for this station.
 RJ0100
 RJ0100.The dynamic height is computed by dividing the NAVD 88
 RJ0100.geopotential number by the normal gravity value computed on the
 RJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0100.degrees latitude (g = 980.6199 gals.).
 RJ0100
 RJ0100.The modeled gravity was interpolated from observed gravity values.
 RJ0100
 RJ0100;                    North         East    Units  Estimated Accuracy
 RJ0100;SPC MI N     -   178,330.    8,209,240.      MT  (+/- 180 meters Scaled)
 RJ0100
 RJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092371(NAD 83)
 RJ0100
 RJ0100                          SUPERSEDED SURVEY CONTROL
 RJ0100
 RJ0100  NGVD 29 (??/??/92)  185.99   (m)          610.2    (f) COMPUTED    1 0
 RJ0100
 RJ0100.Superseded values are not recommended for survey control.
 RJ0100
 RJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0100.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0100
 RJ0100_MARKER: B = BOLT
 RJ0100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0100_SP_SET: RETAINING WALL
 RJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0100+STABILITY: SURFACE MOTION
 RJ0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0100+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0100
 RJ0100  HISTORY     - Date     Condition        Report By
 RJ0100  HISTORY     - 1970     MONUMENTED       NONE
 RJ0100  HISTORY     - 1972     GOOD             USLS
 RJ0100  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0100  HISTORY     - 20031205 GOOD             INDIV
 RJ0100
 RJ0100                          STATION DESCRIPTION
 RJ0100
 RJ0100'DESCRIBED BY US LAKE SURVEY 1972
 RJ0100'4.6 MI N FROM BARBEAU.
 RJ0100'CHARL IS IN CHIPPEWA COUNTY, MICHIGAN, 4.6 MILES NORTH FROM
 RJ0100'THE POST OFFICE AT BARBEAU, 22 FEET WEST OF THE CENTERLINE
 RJ0100'OF RIVERSIDE ROAD, 7.6 FEET SOUTHWEST OF NORTHWEST CORNER OF
 RJ0100'CONCRETE BRIDGE RAIL, 1.8 FEET SOUTH OF NORTH EDGE, 0.5 FEET
 RJ0100'NORTH OF SOUTH EDGE AND 0.5 FEET EAST OF WEST EDGE OF NORTH
 RJ0100'BRIDGE RETAINING WALL, 3 FEET BELOW THE ROAD SURFACE, 1 INCH
 RJ0100'ABOVE THE CONCRETE, BEING HIGHEST POINT ON TOP OF A 1/2 INCH
 RJ0100'STEEL BOLT SET INTO THE TOP OF THE RETAINING WALL.
 RJ0100
 RJ0100                          STATION RECOVERY (1983)
 RJ0100
 RJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0100'NOT RECOVERED, PROBABLY INTACT BUT COVERED WITH LARGE HEAVY LOG PILE
 RJ0100'AT THIS TIME.
 RJ0100
 RJ0100                          STATION RECOVERY (2003)
 RJ0100
 RJ0100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0545 ***********************************************************************
 OK0545  DESIGNATION -  CHARLES
 OK0545  PID         -  OK0545
 OK0545  STATE/COUNTY-  MI/IONIA
 OK0545  COUNTRY     -  US
 OK0545  USGS QUAD   -  PALO (2017)
 OK0545
 OK0545                         *CURRENT SURVEY CONTROL
 OK0545  ______________________________________________________________________
 OK0545* NAD 83(1994) POSITION- 43 03 42.56841(N) 084 53 47.78355(W)   ADJUSTED
 OK0545* NAD 83(1994) ELLIP HT-   209.540 (meters)        (07/17/02)   ADJUSTED
 OK0545* NAVD 88 ORTHO HEIGHT -   242.6   (meters)      796.    (feet) GPS OBS
 OK0545  ______________________________________________________________________
 OK0545  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0545  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 OK0545  NAD 83(1994) X  -    415,182.319 (meters)                     COMP
 OK0545  NAD 83(1994) Y  - -4,648,916.937 (meters)                     COMP
 OK0545  NAD 83(1994) Z  -  4,332,665.456 (meters)                     COMP
 OK0545  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 OK0545  HORZ ORDER      -  FIRST
 OK0545  ELLP ORDER      -  FOURTH    CLASS I
 OK0545
 OK0545.The horizontal coordinates were established by classical geodetic methods
 OK0545.and adjusted by the National Geodetic Survey in February 1997.
 OK0545
 OK0545.The orthometric height was determined by GPS observations and a
 OK0545.high-resolution geoid model.
 OK0545
 OK0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0545.GEOID18 height accuracy estimate available here.
 OK0545
 OK0545.Click photographs - Photos may exist for this station.
 OK0545
 OK0545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0545
 OK0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0545
 OK0545.The ellipsoidal height was determined by GPS observations
 OK0545.and is referenced to NAD 83.
 OK0545
 OK0545. The following values were computed from the NAD 83(1994) position.
 OK0545
 OK0545;                    North         East     Units Scale Factor Converg.
 OK0545;SPC MI S     -   173,620.084 3,956,835.640   MT  0.99991163   -0 21 38.3
 OK0545;SPC MI S     -   569,619.70 12,981,744.23   iFT  0.99991163   -0 21 38.3
 OK0545;UTM  16      - 4,769,827.425   671,274.809   MT  0.99996089   +1 26 11.5
 OK0545
 OK0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0545!SPC MI S     -   0.99996714  x   0.99991163  =   0.99987877
 OK0545!UTM  16      -   0.99996714  x   0.99996089  =   0.99992803
 OK0545
 OK0545:                Primary Azimuth Mark                     Grid Az
 OK0545:SPC MI S     -  CHARLES AZ MK                            093 04 13.9
 OK0545:UTM  16      -  CHARLES AZ MK                            091 16 24.1
 OK0545
 OK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7127469827(NAD 83)
 OK0545
 OK0545|---------------------------------------------------------------------|
 OK0545| PID    Reference Object                     Distance      Geod. Az  |
 OK0545|                                                           dddmmss.s |
 OK0545| OK0544 CHARLES RM A                         27.847 METERS 08244     |
 OK0545| CH0889 CHARLES AZ MK                                      0924235.6 |
 OK0545| CH0890 CHARLES RM 1                         24.620 METERS 35939     |
 OK0545|---------------------------------------------------------------------|
 OK0545
 OK0545                          SUPERSEDED SURVEY CONTROL
 OK0545
 OK0545  ELLIP H (02/03/97)  209.554  (m)                       GP(       ) 4 1
 OK0545  NAD 83(1986)-  43 03 42.56542(N)    084 53 47.79882(W) AD(       ) 1
 OK0545  NAD 27      -  43 03 42.44847(N)    084 53 47.79081(W) AD(       ) 1
 OK0545  NGVD 29 (07/19/86)  242.9    (m)          797.     (f) VERT ANG       
 OK0545
 OK0545.Superseded values are not recommended for survey control.
 OK0545
 OK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0545.See file dsdata.pdf to determine how the superseded data were derived.
 OK0545
 OK0545_MARKER: DS = TRIANGULATION STATION DISK
 OK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0545_STAMPING: CHARLES 1969
 OK0545_MARK LOGO: CGS
 OK0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0545+STABILITY: SURFACE MOTION
 OK0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0545+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2023
 OK0545
 OK0545  HISTORY     - Date     Condition        Report By
 OK0545  HISTORY     - 1969     MONUMENTED       CGS
 OK0545  HISTORY     - 1969     GOOD             CGS
 OK0545  HISTORY     - 1981     GOOD             MIDH
 OK0545  HISTORY     - 19891109 GOOD             NGS
 OK0545  HISTORY     - 19901017 GOOD             NGS
 OK0545  HISTORY     - 19910626 GOOD             NGS
 OK0545  HISTORY     - 20230823 GOOD             WILWRK
 OK0545
 OK0545                          STATION DESCRIPTION
 OK0545
 OK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0545'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 22, T. 8 N., R.
 OK0545'5 W. AND ON PROPERTY OF CATHRINE OMARA.  IT IS LOCATED ABOUT 5 MILES
 OK0545'NORTH-NORTHEAST OF MUIR, 3-1/4 MILES SOUTHWEST OF HUBBARDSTON AND
 OK0545'2-3/4 MILES EAST OF MATHERTON.
 OK0545'
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD IN THE NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 4.15 MILES
 OK0545'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON CHARLES ROAD
 OK0545'(GRAVELED) FOR 2.0 MILES TO A SIDE ROAD LEFT AND THE STATION IN THE
 OK0545'NORTHEAST ANGLE OF THE INTERSECTION.
 OK0545'
 OK0545'THE STATION MARK IS A STANDARD DISK STAMPED CHARLES 1969, SET IN THE
 OK0545'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 OK0545'ABOVE THE GROUND.  IT IS 63 FEET NORTHEAST OF THE CENTER OF THE
 OK0545'INTERSECTION OF CHARLES ROAD AND BEAHAN ROAD, 29 FEET NORTH OF THE
 OK0545'CENTER OF A FIELD ENTRANCE, 25 FEET EAST OF THE CENTER OF BEAHAN ROAD,
 OK0545'3.3 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET WEST OF A
 OK0545'NORTH-SOUTH WIRE FENCE.
 OK0545'
 OK0545'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHARLES NO 1 1969, SET IN
 OK0545'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 OK0545'INCHES ABOVE THE GROUND.  IT IS 77 FEET NORTH OF THE METAL WITNESS
 OK0545'POST, 23.6 FEET EAST OF THE CENTER OF BEAHAN ROAD AND 1.6 FEET WEST OF
 OK0545'THE NORTH-SOUTH WIRE FENCE.
 OK0545'
 OK0545'THE RMA STATION IS A STANDARD STATION MARK DISK STAMPED CHARLES RMA
 OK0545'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OK0545'IS 14-INCHES BELOW THE GROUND SURFACE.  IT IS 89 FEET NORTH OF AN
 OK0545'EAST-WEST WIRE FENCE AND 51 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 OK0545'
 OK0545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHARLES 1969, SET IN THE
 OK0545'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 OK0545'ABOVE THE GROUND.  IT IS 83 FEET NORTH OF THE CENTER OF A DRIVEWAY
 OK0545'WHICH LEADS TO HOUSE NUMBER 9161, 25 FEET NORTH OF THE CENTER OF
 OK0545'CHARLES ROAD, 2 FEET SOUTH OF A WIRE FENCE AND 1.2 FEET WEST OF A
 OK0545'METAL WITNESS POST.
 OK0545'
 OK0545'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON CHARLES ROAD
 OK0545'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 OK0545'
 OK0545'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 OK0545
 OK0545                          STATION RECOVERY (1969)
 OK0545
 OK0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 OK0545'RECOVERED IN GOOD CONDITION.
 OK0545
 OK0545                          STATION RECOVERY (1981)
 OK0545
 OK0545'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 OK0545'STATION RECOVERED AS DESCRIBED.  RM 1, RM A AND AZIMUTH WERE NOT
 OK0545'SEARCHED FOR AT THIS TIME.  TO REACH IS ADEQUATE.
 OK0545
 OK0545                          STATION RECOVERY (1989)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.25 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.75 MI)
 OK0545'EAST OF MATHERTON, IN THE SOUTHEAST 1/4 OF SECTION 22, T 8 N, R 5 W.
 OK0545'OWNERSHIP--CATHRINE OMARA.
 OK0545'
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD IN THE NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 6.7 KM
 OK0545'(4.15 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON CHARLES
 OK0545'ROAD FOR 3.2 KM (2.00 MI) TO A SIDE ROAD LEFT AND THE STATION IN THE
 OK0545'NORTHEAST ANGLE.
 OK0545'
 OK0545'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 OK0545'CONCRETE MONUMENT PROJECTING 8 CM ABOVE THE GROUND.  LOCATED 19.2 M
 OK0545'(63.0 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF CHARLES ROAD
 OK0545'AND BEAHAN ROAD, 8.85 M (29.0 FT) NORTH OF THE CENTER OF A FIELD
 OK0545'ENTRANCE, 7.62 M (25.0 FT) EAST OF THE CENTER OF BEAHAN ROAD, 1.0 M
 OK0545'(3.3 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) WEST OF A
 OK0545'WIRE FENCE.  DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 OK0545
 OK0545                          STATION RECOVERY (1990)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.2 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.7 MI) EAST
 OK0545'OF MATHERTON, IN THE NORTHEAST TANGENT OF THE JUNCTION OF CHARLES AND
 OK0545'BEAHAN ROADS.  OWNERSHIP--UNKNOWN.
 OK0545'
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD ON THE EAST SIDE OF MUIR (AN AMOCO SERVICE STATION MINI-MART IS
 OK0545'AT THIS LOCATION), GO NORTH ON HAYES ROAD FOR 6.76 KM (4.20 MI) TO THE
 OK0545'JUNCTION OF CHARLES ROAD ON THE RIGHT (A GRAVEL ROAD), TURN RIGHT,
 OK0545'EAST ON CHARLES ROAD FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF BEAHAN
 OK0545'ROAD ON THE LEFT AND THE STATION IN THE NORTHEAST TANGENT OF THE
 OK0545'JUNCTION.
 OK0545'
 OK0545'THE STATION IS PROJECTING ABOUT 6-INCHES ABOVE THE GROUND LOCATED 19.2
 OK0545'M (63.0 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROADS, 19.6
 OK0545'M (64.3 FT) NORTH OF THE CENTER OF CHARLES ROAD, 7.62 M (25.00 FT)
 OK0545'EAST OF THE CENTER OF BEAHAN ROAD, 0.3 M (1.0 FT) SOUTH OF A METAL
 OK0545'WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 OK0545
 OK0545                          STATION RECOVERY (1991)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.2 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.7 MI) EAST
 OK0545'OF MATHERTON.  OWNERSHIP--CATHRINE OMARA.
 OK0545'
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD IN THE NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 6.7 KM
 OK0545'(4.2 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON CHARLES
 OK0545'ROAD FOR 3.2 KM (2.0 MI) TO A SIDE ROAD LEFT AND THE STATION IN THE
 OK0545'NORTHEAST ANGLE.
 OK0545'
 OK0545'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 OK0545'CONCRETE MONUMENT PROJECTING 8 CM ABOVE THE GROUND.  LOCATED 19.2 M
 OK0545'(63.0 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF CHARLES ROAD
 OK0545'AND BEAHAN ROAD, 8.85 M (29.04 FT) NORTH OF THE CENTER OF A FIELD
 OK0545'ENTRANCE, 7.62 M (25.00 FT) EAST OF THE CENTER OF BEAHAN ROAD, 1.0 M
 OK0545'(3.3 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) WEST OF A
 OK0545'WIRE FENCE.
 OK0545
 OK0545                          STATION RECOVERY (2023)
 OK0545
 OK0545'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0545'FOUND AS DESCRIBED.  THERE IS A CARSONITE POST ABOUT ONE FOOT EAST OF
 OK0545'THE MARK AND THE METAL WITNESS POST IS MISSING.  SKY VISIBILITY
 OK0545'LIMITED AS THE ENTIRE EASTERN HEMISPHERE FROM HORIZON TO ZENITH, IS
 OK0545'DENSELY WOODED WITH DECIDUOUS TREES, PRIMARILY OAKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1108 ***********************************************************************
 RJ1108  DESIGNATION -  CHARLES
 RJ1108  PID         -  RJ1108
 RJ1108  STATE/COUNTY-  MI/MACKINAC
 RJ1108  COUNTRY     -  US
 RJ1108  USGS QUAD   -  CHARLES (2017)
 RJ1108
 RJ1108                         *CURRENT SURVEY CONTROL
 RJ1108  ______________________________________________________________________
 RJ1108* NAD 83(1994) POSITION- 46 00 17.63060(N) 084 41 03.53681(W)   ADJUSTED
 RJ1108* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RJ1108  ______________________________________________________________________
 RJ1108  GEOID HEIGHT    -        -35.549 (meters)                     GEOID18
 RJ1108  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC18
 RJ1108  HORZ ORDER      -  FIRST
 RJ1108
 RJ1108.The horizontal coordinates were established by classical geodetic methods
 RJ1108.and adjusted by the National Geodetic Survey in February 1997.
 RJ1108
 RJ1108.The orthometric height was scaled from a topographic map.
 RJ1108
 RJ1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1108.GEOID18 height accuracy estimate available here.
 RJ1108
 RJ1108.Click photographs - Photos may exist for this station.
 RJ1108
 RJ1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1108
 RJ1108. The following values were computed from the NAD 83(1994) position.
 RJ1108
 RJ1108;                    North         East     Units Scale Factor Converg.
 RJ1108;SPC MI N     -   138,389.042 8,179,323.914   MT  0.99991475   +1 40 25.5
 RJ1108;SPC MI N     -   454,032.29 26,835,052.21   iFT  0.99991475   +1 40 25.5
 RJ1108;UTM  16      - 5,097,198.816   679,291.319   MT  0.99999519   +1 39 58.8
 RJ1108
 RJ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1108!SPC MI N     -   0.99997767  x   0.99991475  =   0.99989243
 RJ1108!UTM  16      -   0.99997767  x   0.99999519  =   0.99997286
 RJ1108
 RJ1108:                Primary Azimuth Mark                     Grid Az
 RJ1108:SPC MI N     -  JAMIESON                                 042 45 19.7
 RJ1108:UTM  16      -  JAMIESON                                 042 45 46.4
 RJ1108
 RJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7929197198(NAD 83)
 RJ1108
 RJ1108|---------------------------------------------------------------------|
 RJ1108| PID    Reference Object                     Distance      Geod. Az  |
 RJ1108|                                                           dddmmss.s |
 RJ1108| RJ1106 JAMIESON                            APPROX. 5.6 KM 0442545.2 |
 RJ1108|---------------------------------------------------------------------|
 RJ1108
 RJ1108                          SUPERSEDED SURVEY CONTROL
 RJ1108
 RJ1108  NAD 83(1986)-  46 00 17.62355(N)    084 41 03.53446(W) AD(       ) 1
 RJ1108  NAD 27      -  46 00 17.58200(N)    084 41 03.35700(W) AD(       ) 1
 RJ1108
 RJ1108.Superseded values are not recommended for survey control.
 RJ1108
 RJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1108.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1108
 RJ1108_MARKER: N = NAIL
 RJ1108_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1108
 RJ1108  HISTORY     - Date     Condition        Report By
 RJ1108  HISTORY     - 1919     MONUMENTED       USLS
 RJ1108  HISTORY     - 1964     GOOD             USLS
 RJ1108
 RJ1108                          STATION DESCRIPTION
 RJ1108
 RJ1108'DESCRIBED BY US LAKE SURVEY 1919
 RJ1108'ABOUT 9 MILES NORTH OF ST. IGNACE, AND 1 MILE SOUTH OF CHARLES, ON
 RJ1108'WEST SHORE OF ST. MARTIN BAY, ON ROUNDED POINT, IN EDGE OF BRUSH, 43
 RJ1108'FEET EAST OF OLD LOGGING ROAD, 51 FEET NORTHEAST OF 7-INCH BIRCH TREE,
 RJ1108'AND 32 FEET SOUTHEAST OF FLAT BLACK BOULDER.  MARKED BY NAIL IN
 RJ1108'CONCRETE MONUMENT MARKED U. S. 19.
 RJ1108
 RJ1108                          STATION RECOVERY (1964)
 RJ1108
 RJ1108'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 RJ1108'TO REACH FROM THE FIRST NATIONAL BANK BLDG., IN ST. IGNACE PROCEED
 RJ1108'NORTHERLY ON US 2 AND BUSINESS LOOP I-75 FOR 3.1 MILES TO INTERSECTION
 RJ1108'OF MACKINAC TRAIL ON THE RIGHT, PROCEED ON MACKINAC TRAIL 4.7 MILES TO
 RJ1108'WHERE THIS BECOMES US 2 AGAIN, PROCEED ON US 2 AGAIN FOR 4.1 MILES TO
 RJ1108'INTERSECTION OF MACKINAC COUNTY 321 (GORMAN RD.)  APPROX. 800 FEET
 RJ1108'SOUTHERLY OF THE CARP RIVER AND JUST SOUTH OF AN OVERPASS OF HIGHWAY
 RJ1108'I-75 TURN RIGHT AND PROCEED 0.45 MILE TO MACKINAC COUNTY ROAD 323
 RJ1108'(CHARLES ROAD) ON LEFT, TURN LEFT AND GO 0.8 MILES TO END OF ROAD AT
 RJ1108'WATERS EDGE, FROM THIS POINT WALK SOUTHERLY ALONG THE BEACH
 RJ1108'APPROXIMATELY ONE MILE TO A ROUNDED POINT AND VICINITY OF THE STATION.
 RJ1108'
 RJ1108'STATION IS A INVERTED NAIL AT CENTER OF A ROUGH DIAMOND- SHAPED
 RJ1108'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE
 RJ1108'
 RJ1108'REFERENCE RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0544 ***********************************************************************
 OK0544  DESIGNATION -  CHARLES RM A
 OK0544  PID         -  OK0544
 OK0544  STATE/COUNTY-  MI/IONIA
 OK0544  COUNTRY     -  US
 OK0544  USGS QUAD   -  PALO (2017)
 OK0544
 OK0544                         *CURRENT SURVEY CONTROL
 OK0544  ______________________________________________________________________
 OK0544* NAD 83(1994) POSITION- 43 03 42.68243(N) 084 53 46.56274(W)   ADJUSTED
 OK0544* NAVD 88 ORTHO HEIGHT -   242.0   (meters)      794.    (feet) VERTCON3
 OK0544  ______________________________________________________________________
 OK0544  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 OK0544  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 OK0544  HORZ ORDER      -  FIRST
 OK0544
 OK0544.The horizontal coordinates were established by classical geodetic methods
 OK0544.and adjusted by the National Geodetic Survey in February 1997.
 OK0544
 OK0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0544
 OK0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0544.GEOID18 height accuracy estimate available here.
 OK0544
 OK0544.Click photographs - Photos may exist for this station.
 OK0544
 OK0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0544
 OK0544. The following values were computed from the NAD 83(1994) position.
 OK0544
 OK0544;                    North         East     Units Scale Factor Converg.
 OK0544;SPC MI S     -   173,623.428 3,956,863.283   MT  0.99991163   -0 21 37.5
 OK0544;SPC MI S     -   569,630.67 12,981,834.92   iFT  0.99991163   -0 21 37.5
 OK0544;UTM  16      - 4,769,831.635   671,302.334   MT  0.99996100   +1 26 12.3
 OK0544
 OK0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0544!SPC MI S     -   0.99996725  x   0.99991163  =   0.99987888
 OK0544!UTM  16      -   0.99996725  x   0.99996100  =   0.99992825
 OK0544
 OK0544:                Primary Azimuth Mark                     Grid Az
 OK0544:SPC MI S     -  RYAN                                     011 12 27.4
 OK0544:UTM  16      -  RYAN                                     009 24 37.6
 OK0544
 OK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7130269831(NAD 83)
 OK0544
 OK0544|---------------------------------------------------------------------|
 OK0544| PID    Reference Object                     Distance      Geod. Az  |
 OK0544|                                                           dddmmss.s |
 OK0544| OK0546 RYAN                                APPROX. 8.8 KM 0105049.9 |
 OK0544| OK0541 PERRINTON UPPER PEN MICROWAVE       APPROX.22.5 KM 0605813.9 |
 OK0544| OK0545 CHARLES                              27.847 METERS 26244     |
 OK0544|---------------------------------------------------------------------|
 OK0544
 OK0544                          SUPERSEDED SURVEY CONTROL
 OK0544
 OK0544  NAD 83(1986)-  43 03 42.67945(N)    084 53 46.57785(W) AD(       ) 1
 OK0544  NAD 27      -  43 03 42.56246(N)    084 53 46.57003(W) AD(       ) 1
 OK0544  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG       
 OK0544
 OK0544.Superseded values are not recommended for survey control.
 OK0544
 OK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0544.See file dsdata.pdf to determine how the superseded data were derived.
 OK0544
 OK0544_MARKER: DS = TRIANGULATION STATION DISK
 OK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0544_STAMPING: CHARLES RM A 1969
 OK0544_MARK LOGO: CGS
 OK0544_PROJECTION: RECESSED 36 CENTIMETERS
 OK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0544+STABILITY: SURFACE MOTION
 OK0544
 OK0544  HISTORY     - Date     Condition        Report By
 OK0544  HISTORY     - 1969     MONUMENTED       CGS
 OK0544
 OK0544                          STATION DESCRIPTION
 OK0544
 OK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0544'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SEC. 22, T. 8 N.,
 OK0544'R. 5 W. AND ON
 OK0544'PROPERTY OWNED BY CATHRINE OMARA.  IT IS LOCATED ABOUT
 OK0544'5 MILES NORTH-NORTHEAST OF MUIR,
 OK0544'3-1/4 MILES SOUTHWEST OF HUBBARDSTON
 OK0544'AND 2-3/4 MILES EAST OF MATHERTON.
 OK0544'
 OK0544'THE STATION MARK IS A STANDARD DISK STAMPED CHRLES RM A 1969,
 OK0544'SET IN THE TOP OF
 OK0544'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14
 OK0544'INCHES BELOW THE SURFACE OF THE
 OK0544'GROUND.  IT IS 89 FEET NORTH OF AN
 OK0544'EAST-WEST WIRE FENCE AND 51 FEET EAST OF A
 OK0544'NORTH-SOUTH WIRE FENCE.
 OK0544'
 OK0544'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHARLES
 OK0544'AND THE DISTANCE,
 OK0544'REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED BELOW.
 OK0544'
 OK0544'THE HEIGHT OF THE TELESCOPE ABOVE THE STATION MARK WAS 28.0 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DK6951 ***********************************************************************
 DK6951  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6951  DESIGNATION -  CHARLEVIOX CORS ARP
 DK6951  CORS_ID     -  MICX
 DK6951  PID         -  DK6951
 DK6951  STATE/COUNTY-  MI/CHARLEVOIX
 DK6951  COUNTRY     -  US
 DK6951  USGS QUAD   -  CHARLEVOIX (2017)
 DK6951
 DK6951                         *CURRENT SURVEY CONTROL
 DK6951  ______________________________________________________________________
 DK6951* NAD 83(2011) POSITION- 45 18 37.18978(N) 085 15 47.70157(W)   ADJUSTED
 DK6951* NAD 83(2011) ELLIP HT-   167.669 (meters)        (04/??/25)   ADJUSTED
 DK6951* NAD 83(2011) EPOCH   -  2010.00
 DK6951  ______________________________________________________________________
 DK6951  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 DK6951  NAD 83(2011) X  -    371,042.891 (meters)                     COMP
 DK6951  NAD 83(2011) Y  - -4,477,909.656 (meters)                     COMP
 DK6951  NAD 83(2011) Z  -  4,511,788.513 (meters)                     COMP
 DK6951
 DK6951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6951  Standards:
 DK6951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6951  -------------------------------------------------------------------
 DK6951  NETWORK    0.29   0.61           0.12   0.11   0.31     -0.16626300
 DK6951  -------------------------------------------------------------------
 DK6951
 DK6951.The coordinates were established by GPS observations
 DK6951.and adjusted by the National Geodetic Survey in April 2025.
 DK6951
 DK6951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6951.been affixed to the stable North American Tectonic Plate. 
 DK6951
 DK6951.The coordinates are valid at the epoch date displayed above
 DK6951.which is a decimal equivalence of Year/Month/Day.
 DK6951
 DK6951.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK6951.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK6951.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK6951.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK6951.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK6951.published epoch of 2010.00.
 DK6951
 DK6951.Additional information on MYCS is available at:
 DK6951.https://geodesy.noaa.gov/CORS/index.shtml
 DK6951
 DK6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6951.GEOID18 height accuracy estimate available here.
 DK6951
 DK6951.The PID for the CORS L1 Phase Center is DQ6479.
 DK6951
 DK6951.Click photographs - Photos may exist for this station.
 DK6951
 DK6951.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6951
 DK6951.The ellipsoidal height was determined by GPS observations
 DK6951.and is referenced to NAD 83.
 DK6951
 DK6951. The following values were computed from the NAD 83(2011) position.
 DK6951
 DK6951;                    North         East     Units Scale Factor Converg.
 DK6951;SPC MI C     -   221,926.219 5,929,695.985   MT  0.99993319   -0 38 00.1
 DK6951;SPC MI C     -   728,104.39 19,454,383.15   iFT  0.99993319   -0 38 00.1
 DK6951;UTM  16      - 5,018,892.245   636,141.315   MT  0.99982789   +1 14 05.6
 DK6951
 DK6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6951!SPC MI C     -   0.99997371  x   0.99993319  =   0.99990691
 DK6951!UTM  16      -   0.99997371  x   0.99982789  =   0.99980161
 DK6951
 DK6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3614118892(NAD 83)
 DK6951
 DK6951                          SUPERSEDED SURVEY CONTROL
 DK6951
 DK6951  NAD 83(2011)-  45 18 37.19012(N)    085 15 47.70168(W) AD(2010.00) c
 DK6951  ELLIP H (06/??/19)  167.690  (m)                       GP(2010.00) c c
 DK6951  NAD 83(2011)-  45 18 37.19007(N)    085 15 47.70151(W) AD(2010.00) c
 DK6951  ELLIP H (08/??/11)  167.679  (m)                       GP(2010.00) c c
 DK6951  NAD 83(CORS)-  45 18 37.19024(N)    085 15 47.70234(W) AD(2002.00) c
 DK6951  ELLIP H (10/??/08)  167.693  (m)                       GP(2002.00) c c
 DK6951
 DK6951.Superseded values are not recommended for survey control.
 DK6951
 DK6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6951.See file dsdata.pdf to determine how the superseded data were derived.
 DK6951
 DK6951_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6951
 DK6951                          STATION DESCRIPTION
 DK6951
 DK6951'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK6951'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK6951'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK6951'AND LOG FILES ACCESSIBLE AT:
 DK6951'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0819 ***********************************************************************
 QK0819  DESIGNATION -  CHARLEVOIX
 QK0819  PID         -  QK0819
 QK0819  STATE/COUNTY-  MI/CHARLEVOIX
 QK0819  COUNTRY     -  US
 QK0819  USGS QUAD   -  IRONTON (2017)
 QK0819
 QK0819                         *CURRENT SURVEY CONTROL
 QK0819  ______________________________________________________________________
 QK0819* NAD 83(1994) POSITION- 45 20 04.85354(N) 085 14 46.21536(W)   ADJUSTED
 QK0819* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 QK0819  ______________________________________________________________________
 QK0819  GEOID HEIGHT    -        -35.179 (meters)                     GEOID18
 QK0819  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 QK0819  HORZ ORDER      -  FIRST
 QK0819
 QK0819.The horizontal coordinates were established by classical geodetic methods
 QK0819.and adjusted by the National Geodetic Survey in February 1997.
 QK0819
 QK0819.The orthometric height was scaled from a topographic map.
 QK0819
 QK0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0819.GEOID18 height accuracy estimate available here.
 QK0819
 QK0819.Click photographs - Photos may exist for this station.
 QK0819
 QK0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0819
 QK0819. The following values were computed from the NAD 83(1994) position.
 QK0819
 QK0819;                    North         East     Units Scale Factor Converg.
 QK0819;SPC MI C     -   224,617.548 5,931,064.535   MT  0.99993600   -0 37 16.6
 QK0819;SPC MI C     -   736,934.21 19,458,873.15   iFT  0.99993600   -0 37 16.6
 QK0819;UTM  16      - 5,021,626.481   637,421.248   MT  0.99983219   +1 14 51.2
 QK0819
 QK0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0819!SPC MI C     -   0.99996963  x   0.99993600  =   0.99990563
 QK0819!UTM  16      -   0.99996963  x   0.99983219  =   0.99980182
 QK0819
 QK0819:                Primary Azimuth Mark                     Grid Az
 QK0819:SPC MI C     -  CAT HEAD                                 240 43 22.6
 QK0819:UTM  16      -  CAT HEAD                                 238 51 14.8
 QK0819
 QK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3742121626(NAD 83)
 QK0819
 QK0819|---------------------------------------------------------------------|
 QK0819| PID    Reference Object                     Distance      Geod. Az  |
 QK0819|                                                           dddmmss.s |
 QK0819| QK0831 CAT HEAD                            APPROX.33.7 KM 2400606.0 |
 QK0819|---------------------------------------------------------------------|
 QK0819
 QK0819                          SUPERSEDED SURVEY CONTROL
 QK0819
 QK0819  NAD 83(1986)-  45 20 04.85042(N)    085 14 46.21491(W) AD(       ) 1
 QK0819  NAD 27      -  45 20 04.82600(N)    085 14 45.96990(W) AD(       ) 1
 QK0819
 QK0819.Superseded values are not recommended for survey control.
 QK0819
 QK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0819.See file dsdata.pdf to determine how the superseded data were derived.
 QK0819
 QK0819_MARKER: U = CONCRETE POST
 QK0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0819
 QK0819  HISTORY     - Date     Condition        Report By
 QK0819  HISTORY     - 1906     MONUMENTED       USLS
 QK0819  HISTORY     - 1918     GOOD             USLS
 QK0819
 QK0819                          STATION DESCRIPTION
 QK0819
 QK0819'DESCRIBED BY US LAKE SURVEY 1918
 QK0819'ABOUT 1 MILE NORTHEAST OF TOWN OF CHARLEVOIX, ON HIGH SAND DUNE KNOWN
 QK0819'AS MOUNT MCSAUBA,
 QK0819'NEAR SITE OF STATION CHARLEVOIX 2.  MARKED BY SQUARE CONCRETE
 QK0819'MONUMENT PROJECTING ABOUT 8
 QK0819'INCHES ABOVE GROUND.  REFERENCE MARK, NAIL IN
 QK0819'TOP OF CONCRETE MONUMENT INSCRIBED U.S. 1913,
 QK0819'IS 46.2 FEET FROM STATION ON
 QK0819'BEARING S. 16 DEG 14 MIN W.  FOLLOWING DISTANCES AND BEARINGS
 QK0819'ARE FROM STATION- 7-INCH ASH TREE,
 QK0819'41.2 FEET, S. 78 DEG 10 MIN E., 18-INCH OAK, 88.7 FEET, S. 13 DEG 20
 QK0819'MIN E., 12-INCH OAK, 80.6 FEET, S. 64 DEG 36 MIN
 QK0819'W., AND 12-INCH WHITE PINE, 155.8 FEET, S. 82 DEG 34 MIN W.  IN 1931
 QK0819'IT WAS REPORTED THAT STATION MARK WAS FOUND
 QK0819'THROWN OVER SIDE OF DUNE, AND STATION
 QK0819'CHARLEVOIX 2, MARKED BY STANDARD STATION DISK IN CONCRETE
 QK0819'BELOW SURFACE OF
 QK0819'GROUND, NOTE 7A, WAS ESTABLISHED AT APPROXIMATE POSITION OF DESTROYED
 QK0819'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0818 ***********************************************************************
 QK0818  DESIGNATION -  CHARLEVOIX 3 RESET
 QK0818  PID         -  QK0818
 QK0818  STATE/COUNTY-  MI/CHARLEVOIX
 QK0818  COUNTRY     -  US
 QK0818  USGS QUAD   -  IRONTON (2017)
 QK0818
 QK0818                         *CURRENT SURVEY CONTROL
 QK0818  ______________________________________________________________________
 QK0818* NAD 83(1994) POSITION- 45 20 04.14599(N) 085 14 45.88969(W)   ADJUSTED
 QK0818* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 QK0818  ______________________________________________________________________
 QK0818  GEOID HEIGHT    -        -35.178 (meters)                     GEOID18
 QK0818  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 QK0818  HORZ ORDER      -  SECOND
 QK0818
 QK0818.The horizontal coordinates were established by classical geodetic methods
 QK0818.and adjusted by the National Geodetic Survey in February 1997.
 QK0818
 QK0818.The orthometric height was scaled from a topographic map.
 QK0818
 QK0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0818.GEOID18 height accuracy estimate available here.
 QK0818
 QK0818.Click photographs - Photos may exist for this station.
 QK0818
 QK0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0818
 QK0818. The following values were computed from the NAD 83(1994) position.
 QK0818
 QK0818;                    North         East     Units Scale Factor Converg.
 QK0818;SPC MI C     -   224,595.631 5,931,071.388   MT  0.99993598   -0 37 16.4
 QK0818;SPC MI C     -   736,862.31 19,458,895.63   iFT  0.99993598   -0 37 16.4
 QK0818;UTM  16      - 5,021,604.801   637,428.811   MT  0.99983222   +1 14 51.4
 QK0818
 QK0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0818!SPC MI C     -   0.99996963  x   0.99993598  =   0.99990561
 QK0818!UTM  16      -   0.99996963  x   0.99983222  =   0.99980185
 QK0818
 QK0818:                Primary Azimuth Mark                     Grid Az
 QK0818:SPC MI C     -  CHARLEVOIX MUNICIPAL TANK                216 10 09.9
 QK0818:UTM  16      -  CHARLEVOIX MUNICIPAL TANK                214 18 02.1
 QK0818
 QK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3742821604(NAD 83)
 QK0818
 QK0818|---------------------------------------------------------------------|
 QK0818| PID    Reference Object                     Distance      Geod. Az  |
 QK0818|                                                           dddmmss.s |
 QK0818| AB6662 CHARLEVOIX 3 AZ MK                  319.355 METERS 04558     |
 QK0818| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 2.1 KM 2153253.5 |
 QK0818| CH0987 CHARLEVOIX 3 RM 5                     9.154 METERS 23146     |
 QK0818| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.46.7 KM 2760955.6 |
 QK0818| CH0985 CHARLEVOIX 3 RM 3                    22.400 METERS 29033     |
 QK0818| CH0988 CHARLEVOIX 3 RM 6                    17.842 METERS 32310     |
 QK0818| CH0986 CHARLEVOIX 3 RM 4                    29.266 METERS 34012     |
 QK0818|---------------------------------------------------------------------|
 QK0818
 QK0818                          SUPERSEDED SURVEY CONTROL
 QK0818
 QK0818  NAD 83(1986)-  45 20 04.14069(N)    085 14 45.88950(W) AD(       ) 2
 QK0818  NAD 27      -  45 20 04.11200(N)    085 14 45.65000(W) AD(       ) 2
 QK0818
 QK0818.Superseded values are not recommended for survey control.
 QK0818
 QK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0818.See file dsdata.pdf to determine how the superseded data were derived.
 QK0818
 QK0818_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0818_STAMPING: CHARLEVOIX 3 1956 1976
 QK0818_MARK LOGO: NGS
 QK0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0818+STABILITY: SURFACE MOTION
 QK0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0818+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 QK0818
 QK0818  HISTORY     - Date     Condition        Report By
 QK0818  HISTORY     - 1956     MONUMENTED       CGS
 QK0818  HISTORY     - 1974     POOR             USLS
 QK0818  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 QK0818  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QK0818  HISTORY     - 1976     GOOD             NGS
 QK0818  HISTORY     - 19930621 GOOD             NOS
 QK0818
 QK0818                          STATION DESCRIPTION
 QK0818
 QK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0818'THE STATION IS ABOUT 1 MILE NORTHEAST OF CHARLEVOIX ON THE TOP OF A
 QK0818'SKI LANDING AND ON CITY PROPERTY.  IT IS AT THE SOUTH EDGE OF THE
 QK0818'LANDING, 47 FEET SOUTH OF THE CENTER OF THE LANDING, 14 FEET SOUTHWEST
 QK0818'OF A 10 INCH OAK TREE, 11 FEET NORTH OF A LARGE OAK TREE AND 3 FEET
 QK0818'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 QK0818'IS STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'TO REACH THE STATION FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX, GO
 QK0818'NORTH ON U.S. HIGHWAY 31 FOR 0.25 MILE TO THE INTERSECTION OF HIGHWAY
 QK0818'31 AND MICHIGAN STREET.  TAKE LEFT FORK AND GO NORTH ON MICHIGAN
 QK0818'STREET FOR 0.35 MILE TO A CROSS STREET (BURNS AND DIVISION STREETS)
 QK0818'TURN LEFT AND GO NORTH AND EAST ON PAVED STREET (BURNS STREET) FOR 0.6
 QK0818'MILE TO A Y-INTERSECTION*.  TAKE LEFT FORK FOR ABOUT 100 FEET TO A
 QK0818'Y-INTERSECTION.  TAKE LEFT FORK AND GO NORTHWEST ON SAND ROAD FOR 0.05
 QK0818'MILE TO THE BOTTOM OF THE SKI SLIDE AND THE END OF TRUCK TRAVEL.  PACK
 QK0818'NORTHWEST UP THE STEEP, SAND SKI RUN FOR ABOUT 10 MINUTES TO THE
 QK0818'SUMMIT AND THE STATION.
 QK0818'
 QK0818'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON PAVED ROAD FOR
 QK0818'0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 QK0818'0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRADED ROAD
 QK0818'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 QK0818'
 QK0818'REFERENCE MARK 3 IS AT THE WEST EDGE OF THE SKI LANDING, 49 FEET WEST
 QK0818'OF THE CENTER OF THE LANDING AND 7 FEET NORTH OF AN 8 INCH OAK TREE.
 QK0818'THE MARK IS FLUSH AND THE DISK IS STAMPED CHARLEVOIX 3 NO 3 1956.
 QK0818'
 QK0818'REFERENCE MARK 4 IS NEAR THE NORTH EDGE OF THE LANDING, 50 FEET NORTH
 QK0818'OF THE CENTER OF THE LANDING AND 7 FEET SOUTH OF AN 4 INCH BIRCH TREE.
 QK0818'THE MARK IS FLUSH AND THE DISK IS STAMPED CHARLEVOIX 3 NO 4 1956.
 QK0818'
 QK0818'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 QK0818'ROAD, 2 FEET SOUTHWEST OF A POWER LINE GUY POLE AND 2 FEET SOUTH OF A
 QK0818'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0818'STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 QK0818
 QK0818                          STATION RECOVERY (1974)
 QK0818
 QK0818'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0818'MONUMENT RECOVERED BUT IN VERY POOR CONDITION.  THE MONUMENT WAS
 QK0818'LEANING OVER AT A 45 DEG ANGLE.  A SEARCH WAS MADE FOR THE UNDERGROUND
 QK0818'MARKER BUT NONE WAS FOUND.  RM 3 WAS RECOVERED AS DESCRIBED.  RM 4 AND
 QK0818'AZ.MK. WERE SEARCHED FOR BUT NOT FOUND.  NOTE- MANY CHANGES HAVE BEEN
 QK0818'MADE TO TOP OF HILL AND NEW DESCRIPTION IS NECESSARY IF MARK IS TO BE
 QK0818'RE-ESTABLISHED.
 QK0818'
 QK0818'NEW TO REACH FOLLOWS- FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX GO
 QK0818'NORTH ON U.S.  HIGHWAY 31 FOR 1.2 MILES, TURN LEFT ON MERCER RD. AND
 QK0818'PROCEED EAST FOR 0.8 MILES TO AN INTERSECTION LEFT (SOUTH)   TURN LEFT
 QK0818'AND PROCEED SOUTH TO THE MT. MCSAUBA SKI CLUB ON THE LEFT.  CONTINUE
 QK0818'UP THE SKI SLOPE TO THE TOP OF THE HILL AND THE VICINITY OF THE
 QK0818'STATION.
 QK0818'
 QK0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ONE MILE NORTHEAST
 QK0818'OF CHARLEVOIX.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LRF)
 QK0818'CHARLEVOIX 3 1956 MAIN MONUMENT IS DESTROYED.  SECONDARY MONUMENT IS
 QK0818'INTACT AND FOUND UNDISTURBED, BUT IT IS NOT TOO SUBSTANTIAL,
 QK0818'TEMPORARILY PRESERVED WITH SEWER PIPE ON TOP OF WOODEN FRAME OVER
 QK0818'MONUMENT IN 1975.
 QK0818'
 QK0818'AZIMUTH MARK IS IN GOOD CONDITION, GEODETIC AZIMUTH PUBLISHED IS
 QK0818'CORRECT, BUT PUBLISHED DIRECTION FROM STA. CUTOFF IS IN ERROR,
 QK0818'REFERENCE MARKS MAY HAVE BEEN DISTURBED.  IT IS IMPORTANT TO RE-SET
 QK0818'THIS STATION SOON OR IT WILL BE LOST.
 QK0818'
 QK0818'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY LIMITS OF
 QK0818'CHARLEVOIX ON CITY PROPERTY.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QK0818'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH
 QK0818'MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE
 QK0818'BLOCKED BY TREES AND REFERENCE MARKS 5 AND 6 SET.  A NEW STATION
 QK0818'MARK WAS SET.  THE STATION IS ON CITY PROPERTY ON A HILL LOCALLY
 QK0818'KNOWN AS MT. SAUBA AND ON THE MOST EASTERLY PART OF THE HILL.
 QK0818'IT IS 18 FEET SOUTH OF A SKI TOW BUILDING, 15 FEET NORTHEAST OF
 QK0818'A SKI TOW BUILDING, 14 FEET NORTHEAST OF A TRIANGULAR BLAZED
 QK0818'OAK TREE, 12 FEET NORTH OF A TWIN TRUNK OAK TREE, 4 FEET
 QK0818'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 1956 1976.
 QK0818'
 QK0818'REFERENCE MARK 3 IS AT THE WEST EDGE OF THE SKI LANDING, 49 FEET
 QK0818'WEST OF THE CENTER OF LANDING.  THE MARK IS FLUSH AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 NO 3 1956.
 QK0818'
 QK0818'REFERENCE MARK 4 IS NEAR THE NORTH EDGE OF LANDING, 50 FEET NORTH
 QK0818'OF THE CENTER OF LANDING.  THE MARK IS FLUSH AND THE DISK
 QK0818'STAMPED CHARLEVOIX 3 NO 4 1956.
 QK0818'
 QK0818'REFERENCE MARK 5 IS 20.4 FEET NORTHEAST OF THE TWIN TRUNK TREE, 1
 QK0818'FOOT NORTHWEST OF A METAL WITNESS POST AND 37 FEET SOUTH OF THE
 QK0818'EAST 1 OF 2 SKI TOW BUILDINGS.  THE MARK IS A STANDARD ALUMINUM
 QK0818'REFERENCE MARK AND THE DISK STAMPED CHARLEVOIX 3 1956 NO 5 1976.
 QK0818'
 QK0818'REFERENCE MARK 6 IS 11 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QK0818'MOST WESTERLY 1 OF 2 SKI TOW BUILDINGS, 3.7 FEET EAST OF A METAL
 QK0818'WITNESS POST AND 4 FEET NORTHEAST OF A POWER POLE.  THE MARK IS
 QK0818'FLUSH AND THE DISK STAMPED CHARLEVOIX 3 1956 NO 6 1976.
 QK0818'
 QK0818'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF PLEASANT
 QK0818'STREET, 1.8 FEET NORTHWEST OF A METAL WITNESS POST AND 1-FOOT WEST
 QK0818'OF A POWER POLE NO. 114 M.  THE MARK PROJECTS 4 INCHES AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'TO REACH THE STATION FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX,
 QK0818'GO NORTH ON U.S. HIGHWAY 31 FOR 1.1 MILE TO A CROSSROAD.  TURN LEFT
 QK0818'AND GO WEST ON MERCER BOULEVARD FOR 0.8 MILE TO A SIDE ROAD LEFT.
 QK0818'TURN LEFT AND GO SOUTH ON PLEASANT STREET FOR 0.15 MILE TO THE
 QK0818'AZIMUTH ON THE LEFT AS DESCRIBED.  FROM HERE GO SOUTHWESTERLY
 QK0818'UPHILL TO THE TOP AND STATION AS DESCRIBED.
 QK0818'
 QK0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTHEAST
 QK0818'EDGE OF CHARLEVOIX.
 QK0818'
 QK0818'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QK0818'RECOVERED IN GOOD CONDITION.
 QK0818
 QK0818                          STATION RECOVERY (1993)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0830 ***********************************************************************
 QK0830  DESIGNATION -  CHARLEVOIX MUNICIPAL TANK
 QK0830  PID         -  QK0830
 QK0830  STATE/COUNTY-  MI/CHARLEVOIX
 QK0830  COUNTRY     -  US
 QK0830  USGS QUAD   -  CHARLEVOIX (2017)
 QK0830
 QK0830                         *CURRENT SURVEY CONTROL
 QK0830  ______________________________________________________________________
 QK0830* NAD 83(1994) POSITION- 45 19 07.84199(N) 085 15 42.91231(W)   ADJUSTED
 QK0830  ______________________________________________________________________
 QK0830  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 QK0830  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 QK0830  HORZ ORDER      -  THIRD
 QK0830
 QK0830.The horizontal coordinates were established by classical geodetic methods
 QK0830.and adjusted by the National Geodetic Survey in February 1997.
 QK0830
 QK0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0830.GEOID18 height accuracy estimate available here.
 QK0830
 QK0830.Click photographs - Photos may exist for this station.
 QK0830
 QK0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0830
 QK0830. The following values were computed from the NAD 83(1994) position.
 QK0830
 QK0830;                    North         East     Units Scale Factor Converg.
 QK0830;SPC MI C     -   222,871.231 5,929,810.742   MT  0.99993415   -0 37 56.7
 QK0830;SPC MI C     -   731,204.83 19,454,759.65   iFT  0.99993415   -0 37 56.7
 QK0830;UTM  16      - 5,019,840.395   636,225.191   MT  0.99982817   +1 14 09.7
 QK0830
 QK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3622519840(NAD 83)
 QK0830
 QK0830                          SUPERSEDED SURVEY CONTROL
 QK0830
 QK0830  NAD 83(1986)-  45 19 07.83741(N)    085 15 42.91182(W) AD(       ) 3
 QK0830  NAD 27      -  45 19 07.81000(N)    085 15 42.67100(W) AD(       ) 3
 QK0830
 QK0830.Superseded values are not recommended for survey control.
 QK0830
 QK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0830.See file dsdata.pdf to determine how the superseded data were derived.
 QK0830
 QK0830
 QK0830  HISTORY     - Date     Condition        Report By
 QK0830  HISTORY     - 1931     MONUMENTED       CGS
 QK0830  HISTORY     - 1956     GOOD             CGS
 QK0830  HISTORY     - 1988     GOOD             USPSQD
 QK0830
 QK0830                          STATION DESCRIPTION
 QK0830
 QK0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0830'THIS STATION WAS LOCATED BY INTERSECTION IN 1932 BUT NO DESCRIPTION
 QK0830'IS AVAILABLE.
 QK0830'
 QK0830'THE STATION IS THE FINIAL ON THE APEX OF THE MUNICIPAL WATER TANK.
 QK0830'IT IS LOCATED IN THE NORTHWEST
 QK0830'SECTION OF CHARLEVOIX, ON THE TOP OF A SMALL HILL, ON THE NORTH SIDE
 QK0830'OF PARK STREET AND ON THE SOUTH
 QK0830'SIDE OF THE CHANNEL CONNECTING LAKE MICHIGAN AND LAKE
 QK0830'CHARLEVOIX.  THE TANK IS SUPPORTED BY A FOUR
 QK0830'LEGGED STEEL STRUCTURE, IS 125 FEET HIGH, AND
 QK0830'IS PAINTED ALUMINUM WITH BLACK LETTERING CHARLEVOIX ON THE EAST
 QK0830'AND WEST SIDES OF THE TANK.
 QK0830
 QK0830                          STATION RECOVERY (1988)
 QK0830
 QK0830'RECOVERY NOTE BY US POWER SQUADRON 1988 (TR)
 QK0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0288 ***********************************************************************
 NF0288  DESIGNATION -  CHARLOTTE
 NF0288  PID         -  NF0288
 NF0288  STATE/COUNTY-  MI/EATON
 NF0288  COUNTRY     -  US
 NF0288  USGS QUAD   -  CHARLOTTE (2017)
 NF0288
 NF0288                         *CURRENT SURVEY CONTROL
 NF0288  ______________________________________________________________________
 NF0288* NAD 83(1986) POSITION- 42 33 52.6    (N) 084 50 11.3    (W)   HD_HELD2
 NF0288* NAVD 88 ORTHO HEIGHT -   277.411 (meters)      910.14  (feet) ADJUSTED
 NF0288  ______________________________________________________________________
 NF0288  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 NF0288  DYNAMIC HEIGHT  -        277.322 (meters)      909.85  (feet) COMP
 NF0288  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 NF0288
 NF0288  VERT ORDER      -  FIRST     CLASS II
 NF0288
 NF0288.The horizontal coordinates were established by autonomous hand held GPS
 NF0288.observations and have an estimated accuracy of +/- 10 meters.
 NF0288
 NF0288.The orthometric height was determined by differential leveling and
 NF0288.adjusted by the NATIONAL GEODETIC SURVEY
 NF0288.in September 2009.
 NF0288
 NF0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0288.GEOID18 height accuracy estimate available here.
 NF0288
 NF0288.Click photographs - Photos may exist for this station.
 NF0288
 NF0288.The dynamic height is computed by dividing the NAVD 88
 NF0288.geopotential number by the normal gravity value computed on the
 NF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0288.degrees latitude (g = 980.6199 gals.).
 NF0288
 NF0288.The modeled gravity was interpolated from observed gravity values.
 NF0288
 NF0288;                    North         East    Units  Estimated Accuracy
 NF0288;SPC MI S     -   118,362.    3,961,425.      MT  (+/- 10 meters HH2 GPS)
 NF0288
 NF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7758914736(NAD 83)
 NF0288
 NF0288                          SUPERSEDED SURVEY CONTROL
 NF0288
 NF0288  NAVD 88 (06/15/91)  277.351  (m)          909.94   (f) SUPERSEDED  2 0
 NF0288  NGVD 29 (??/??/92)  277.467  (m)          910.32   (f) ADJ UNCH    2 0
 NF0288
 NF0288.Superseded values are not recommended for survey control.
 NF0288
 NF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0288.See file dsdata.pdf to determine how the superseded data were derived.
 NF0288
 NF0288_MARKER: DB = BENCH MARK DISK
 NF0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0288_SP_SET: FOUNDATION
 NF0288_STAMPING: CHARLOTTE 1934
 NF0288_MARK LOGO: CGS
 NF0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0288+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 NF0288
 NF0288  HISTORY     - Date     Condition        Report By
 NF0288  HISTORY     - 1934     MONUMENTED       CGS
 NF0288  HISTORY     - 1976     GOOD             NGS
 NF0288  HISTORY     - 20020812 GOOD             GEOCAC
 NF0288  HISTORY     - 20040721 GOOD             USPSQD
 NF0288  HISTORY     - 20050810 GOOD             USPSQD
 NF0288  HISTORY     - 20080707 GOOD             COLEM
 NF0288  HISTORY     - 20090514 GOOD             MIDT
 NF0288
 NF0288                          STATION DESCRIPTION
 NF0288
 NF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0288'AT CHARLOTTE.
 NF0288'AT CHARLOTTE, EATON COUNTY, AT THE INTERSECTION OF MAIN STREET
 NF0288'AND STATE HIGHWAY 78, AT THE COUNTY COURTHOUSE, IN THE TOP
 NF0288'OF THE CONCRETE FOUNDATION, 12 YARDS NORTHWEST OF THE MAIN
 NF0288'STREET ENTRANCE TO THE BUILDING, 0.6 FEET EAST OF THE EAST
 NF0288'CORNER OF THE BUILDING, AND LEVEL WITH THE LAWN.  A STANDARD
 NF0288'DISK, STAMPED CHARLOTTE 1934.
 NF0288
 NF0288                          STATION RECOVERY (1976)
 NF0288
 NF0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2002)
 NF0288
 NF0288'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2004)
 NF0288
 NF0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2005)
 NF0288
 NF0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0288'CHANGE LOCATION TEXT FROM  --- 0.6 FEET EAST OF THE EAST CORNER OF THE
 NF0288'BUILDING      TO    ---  0.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 NF0288'BUILDING
 NF0288
 NF0288                          STATION RECOVERY (2008)
 NF0288
 NF0288'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0288'RECOVERED AS DESCRIBED.
 NF0288
 NF0288                          STATION RECOVERY (2009)
 NF0288
 NF0288'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 NF0288'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1573 ***********************************************************************
 NF1573  DESIGNATION -  CHARLOTTE CO CTHSE DOME
 NF1573  PID         -  NF1573
 NF1573  STATE/COUNTY-  MI/EATON
 NF1573  COUNTRY     -  US
 NF1573  USGS QUAD   -  CHARLOTTE (2017)
 NF1573
 NF1573                         *CURRENT SURVEY CONTROL
 NF1573  ______________________________________________________________________
 NF1573* NAD 83(1994) POSITION- 42 33 52.13692(N) 084 50 11.62923(W)   ADJUSTED
 NF1573  ______________________________________________________________________
 NF1573  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 NF1573  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 NF1573  HORZ ORDER      -  THIRD
 NF1573
 NF1573.The horizontal coordinates were established by classical geodetic methods
 NF1573.and adjusted by the National Geodetic Survey in February 1997.
 NF1573
 NF1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1573.GEOID18 height accuracy estimate available here.
 NF1573
 NF1573.Click photographs - Photos may exist for this station.
 NF1573
 NF1573.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1573
 NF1573. The following values were computed from the NAD 83(1994) position.
 NF1573
 NF1573;                    North         East     Units Scale Factor Converg.
 NF1573;SPC MI S     -   118,347.551 3,961,417.835   MT  0.99992244   -0 19 11.2
 NF1573;SPC MI S     -   388,279.37 12,996,777.67   iFT  0.99992244   -0 19 11.2
 NF1573;UTM  16      - 4,714,721.538   677,582.090   MT  0.99998800   +1 27 49.6
 NF1573
 NF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7758214721(NAD 83)
 NF1573
 NF1573                          SUPERSEDED SURVEY CONTROL
 NF1573
 NF1573  NAD 83(1986)-  42 33 52.13558(N)    084 50 11.64626(W) AD(       ) 3
 NF1573  NAD 27      -  42 33 52.00377(N)    084 50 11.68957(W) AD(       ) 3
 NF1573
 NF1573.Superseded values are not recommended for survey control.
 NF1573
 NF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1573.See file dsdata.pdf to determine how the superseded data were derived.
 NF1573
 NF1573_MARKER: 87 = DOME
 NF1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1573+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 NF1573
 NF1573  HISTORY     - Date     Condition        Report By
 NF1573  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1573  HISTORY     - 19950822 GOOD             USPSQD
 NF1573  HISTORY     - 20020812 GOOD             GEOCAC
 NF1573  HISTORY     - 20040721 GOOD             USPSQD
 NF1573  HISTORY     - 20050810 GOOD             USPSQD
 NF1573
 NF1573                          STATION DESCRIPTION
 NF1573
 NF1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1573'THE STATION IS THE BASE OF STATUE ATOP THE CHARLOTTE EATON COUNTY
 NF1573'COURTHOUSE DOME.  THE DOME IS ATOP A WHITE CLOCK TOWER, WHICH IS
 NF1573'ATOP RED BRICK COURTHOUSE BUILDING, AND IS APPROXIMATELY 100 FEET
 NF1573'HIGH.
 NF1573'
 NF1573'LOCATED IN THE CENTER OF THE COURTHOUSE SQUARE IN CHARLOTTE.
 NF1573
 NF1573                          STATION RECOVERY (1995)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2002)
 NF1573
 NF1573'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2004)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2005)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1574 ***********************************************************************
 NF1574  DESIGNATION -  CHARLOTTE MUN TANK
 NF1574  PID         -  NF1574
 NF1574  STATE/COUNTY-  MI/EATON
 NF1574  COUNTRY     -  US
 NF1574  USGS QUAD   -  CHARLOTTE (2017)
 NF1574
 NF1574                         *CURRENT SURVEY CONTROL
 NF1574  ______________________________________________________________________
 NF1574* NAD 83(1994) POSITION- 42 34 14.34512(N) 084 50 17.59102(W)   ADJUSTED
 NF1574  ______________________________________________________________________
 NF1574  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 NF1574  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 NF1574  HORZ ORDER      -  THIRD
 NF1574
 NF1574.The horizontal coordinates were established by classical geodetic methods
 NF1574.and adjusted by the National Geodetic Survey in February 1997.
 NF1574
 NF1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1574.GEOID18 height accuracy estimate available here.
 NF1574
 NF1574.Click photographs - Photos may exist for this station.
 NF1574
 NF1574.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1574
 NF1574. The following values were computed from the NAD 83(1994) position.
 NF1574
 NF1574;                    North         East     Units Scale Factor Converg.
 NF1574;SPC MI S     -   119,033.521 3,961,285.700   MT  0.99992185   -0 19 15.3
 NF1574;SPC MI S     -   390,529.92 12,996,344.16   iFT  0.99992185   -0 19 15.3
 NF1574;UTM  16      - 4,715,403.107   677,428.657   MT  0.99998733   +1 27 46.2
 NF1574
 NF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7742815403(NAD 83)
 NF1574
 NF1574                          SUPERSEDED SURVEY CONTROL
 NF1574
 NF1574  NAD 83(1986)-  42 34 14.34358(N)    084 50 17.60833(W) AD(       ) 3
 NF1574  NAD 27      -  42 34 14.21029(N)    084 50 17.65472(W) AD(       ) 3
 NF1574
 NF1574.Superseded values are not recommended for survey control.
 NF1574
 NF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1574.See file dsdata.pdf to determine how the superseded data were derived.
 NF1574
 NF1574_MARKER: 53 = ELEVATED TANK
 NF1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1574+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 NF1574
 NF1574  HISTORY     - Date     Condition        Report By
 NF1574  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1574  HISTORY     - 1976     GOOD             NGS
 NF1574  HISTORY     - 19950822 GOOD             USPSQD
 NF1574  HISTORY     - 20020814 GOOD             GEOCAC
 NF1574  HISTORY     - 20040806 GOOD             USPSQD
 NF1574  HISTORY     - 20050811 GOOD             USPSQD
 NF1574
 NF1574                          STATION DESCRIPTION
 NF1574
 NF1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1574'THE STATION IS LOCATED IN THE NORTH CENTRAL PART
 NF1574'OF CHARLOTTE, IN
 NF1574'THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH SHELDON
 NF1574'AND MCCLURE STREETS.  THE TANK IS
 NF1574'OWNED BY THE TOWN OF CHARLOTTE.
 NF1574'
 NF1574'THE STATION IS THE RED LIGHT ATTACHED TO THE APEX OF TANK.  THE TANK
 NF1574'HAS AN ELLIPSOIDAL
 NF1574'TOP AND BOTTOM AND IS SUPPORTED BY SIX METAL LEGS.  THE
 NF1574'ENTIRE STRUCTURE IS PAINTED SILVER
 NF1574'AND HAS AN OVER-ALL HEIGHT OF 135 FEET.
 NF1574'
 NF1574'THE POINT INTERSECTED WAS THE RED LIGHT.
 NF1574
 NF1574                          STATION RECOVERY (1976)
 NF1574
 NF1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1574'THE STATION IS THE RED LIGHT ATOP AND NOT CENTERED OF THE CHARLOTTE
 NF1574'MUNICIPAL WATER TANK 1969.  THE TANK HAS A DOME SHAPED TOP WITH A
 NF1574'HEMISPHERICAL BOTTOM, SUPPORTED BY 8 TUBULAR LEGS.  IT IS SILVER IN
 NF1574'COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1574'
 NF1574'LOCATED 0.4 MILE NORTHWEST OF THE CENTER OF CHARLOTTE, 100 FEET NORTH
 NF1574'OF THE CENTER LINE OF MCCLURE STREET, AND 65 FEET EAST OF THE CENTER
 NF1574'LINE OF SHELDON STREET.
 NF1574
 NF1574                          STATION RECOVERY (1995)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1574'RECOVERED IN GOOD CONDITION.
 NF1574
 NF1574                          STATION RECOVERY (2002)
 NF1574
 NF1574'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1574'RECOVERED IN GOOD CONDITION.
 NF1574
 NF1574                          STATION RECOVERY (2004)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1574'DESCRIPTION CHANGES  SUPPORTED BY EIGHT METAL LEGS.  ENTIRE STRUCTURE
 NF1574'
 NF1574'PAINTED WHITE WITH TOWN NAME CHARLOTTE PAINTERD ON TWO SIDES AND
 NF1574'AND HIGH SCHOOL TEAM LOGO CHARLOTTE ORIOLES WITH BIRD PICTURE ON THE
 NF1574'OTHER TWO SIDES.
 NF1574'
 NF1574
 NF1574                          STATION RECOVERY (2005)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1321 ***********************************************************************
 RJ1321  DESIGNATION -  CHARLOTTE RIVER C5W 129
 RJ1321  PID         -  RJ1321
 RJ1321  STATE/COUNTY-  MI/CHIPPEWA
 RJ1321  COUNTRY     -  US
 RJ1321  USGS QUAD   -  OAK RIDGE (2017)
 RJ1321
 RJ1321                         *CURRENT SURVEY CONTROL
 RJ1321  ______________________________________________________________________
 RJ1321* NAD 83(1994) POSITION- 46 19 02.65256(N) 084 13 11.47818(W)   ADJUSTED
 RJ1321* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 RJ1321  ______________________________________________________________________
 RJ1321  GEOID HEIGHT    -        -36.535 (meters)                     GEOID18
 RJ1321  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 RJ1321  HORZ ORDER      -  SECOND
 RJ1321
 RJ1321.The horizontal coordinates were established by classical geodetic methods
 RJ1321.and adjusted by the National Geodetic Survey in February 1997.
 RJ1321
 RJ1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1321
 RJ1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1321.GEOID18 height accuracy estimate available here.
 RJ1321
 RJ1321.Click photographs - Photos may exist for this station.
 RJ1321
 RJ1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1321
 RJ1321. The following values were computed from the NAD 83(1994) position.
 RJ1321
 RJ1321;                    North         East     Units Scale Factor Converg.
 RJ1321;SPC MI N     -   174,256.909 8,214,059.799   MT  0.99990299   +2 00 34.1
 RJ1321;SPC MI N     -   571,709.02 26,949,015.09   iFT  0.99990299   +2 00 34.1
 RJ1321;UTM  16      - 5,133,070.925   714,035.048   MT  1.00016316   +2 00 40.7
 RJ1321
 RJ1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1321!SPC MI N     -   0.99997790  x   0.99990299  =   0.99988089
 RJ1321!UTM  16      -   0.99997790  x   1.00016316  =   1.00014106
 RJ1321
 RJ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1403533070(NAD 83)
 RJ1321
 RJ1321                          SUPERSEDED SURVEY CONTROL
 RJ1321
 RJ1321  NAD 83(1986)-  46 19 02.64408(N)    084 13 11.47484(W) AD(       ) 2
 RJ1321  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1321
 RJ1321.Superseded values are not recommended for survey control.
 RJ1321
 RJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1321.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1321
 RJ1321_MARKER: DS = TRIANGULATION STATION DISK
 RJ1321_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1321+WITH SETTING: INFORMATION.
 RJ1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1321
 RJ1321  HISTORY     - Date     Condition        Report By
 RJ1321  HISTORY     - 1988     MONUMENTED       USACE
 RJ1321
 RJ1321                          STATION DESCRIPTION
 RJ1321
 RJ1321'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1321'THE STATION IS LOCATED ABOUT 21.9 KM (13.6 MI) SOUTHEAST OF SAULT
 RJ1321'STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, 43.9 KM
 RJ1321'(27.3 MI) NORTH-NORTHWEST OF DETOUR VILLAGE SOUTH OF CHARLOTTE
 RJ1321'RIVER IN PART OF GOVT LOT 1, SEC 7, T45N-R2E.
 RJ1321'OWNERSHIP---CECIL ATKINS
 RJ1321'
 RJ1321'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1321'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1321'GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1321'CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN
 RJ1321'RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1321'TRAVEL BY BOAT DOWNRIVER FOR 5 MINUTES TO POINT OF LAND JUTTING
 RJ1321'OUT SOUTH OF CHARLOTTE RIVER WHERE THE STATION IS LOCATED.
 RJ1321'
 RJ1321'THE STATION IS A STANDARD COE DISK
 RJ1321'THAT IS STAMPED---C5W-129 1988---, SET INTO A PVC
 RJ1321'SLEEVE IN CONCRETE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO
 RJ1321'THE GROUND, LOCATED 15.2 METERS (50 FT) SOUTH FROM SHORE AND 30.5
 RJ1321'METERS (100 FT) WEST FROM SHORE.
 RJ1321'
 RJ1321'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1667 ***********************************************************************
 NF1667  DESIGNATION -  CHARPORT
 NF1667  PID         -  NF1667
 NF1667  STATE/COUNTY-  MI/EATON
 NF1667  COUNTRY     -  US
 NF1667  USGS QUAD   -  CHARLOTTE (2017)
 NF1667
 NF1667                         *CURRENT SURVEY CONTROL
 NF1667  ______________________________________________________________________
 NF1667* NAD 83(1994) POSITION- 42 34 17.39490(N) 084 48 47.67577(W)   ADJUSTED
 NF1667* NAD 83(1994) ELLIP HT-   233.515 (meters)        (07/17/02)   ADJUSTED
 NF1667* NAVD 88 ORTHO HEIGHT -   267.4   (meters)      877.    (feet) GPS OBS
 NF1667  ______________________________________________________________________
 NF1667  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1667  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 NF1667  NAD 83(1994) X  -    425,294.340 (meters)                     COMP
 NF1667  NAD 83(1994) Y  - -4,685,195.763 (meters)                     COMP
 NF1667  NAD 83(1994) Z  -  4,292,725.053 (meters)                     COMP
 NF1667  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 NF1667  HORZ ORDER      -  FIRST
 NF1667  ELLP ORDER      -  FOURTH    CLASS I
 NF1667
 NF1667.This mark is at Fitch H Beach Airport (07G)
 NF1667
 NF1667.The horizontal coordinates were established by GPS observations
 NF1667.and adjusted by the National Geodetic Survey in February 1997.
 NF1667
 NF1667.The orthometric height was determined by GPS observations and a
 NF1667.high-resolution geoid model.
 NF1667
 NF1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1667.GEOID18 height accuracy estimate available here.
 NF1667
 NF1667.Click photographs - Photos may exist for this station.
 NF1667
 NF1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1667
 NF1667.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1667
 NF1667.The ellipsoidal height was determined by GPS observations
 NF1667.and is referenced to NAD 83.
 NF1667
 NF1667. The following values were computed from the NAD 83(1994) position.
 NF1667
 NF1667;                    North         East     Units Scale Factor Converg.
 NF1667;SPC MI S     -   119,116.438 3,963,336.735   MT  0.99992177   -0 18 14.1
 NF1667;SPC MI S     -   390,801.96 13,003,073.28   iFT  0.99992177   -0 18 14.1
 NF1667;UTM  16      - 4,715,549.835   679,476.262   MT  0.99999632   +1 28 47.1
 NF1667
 NF1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1667!SPC MI S     -   0.99996338  x   0.99992177  =   0.99988515
 NF1667!UTM  16      -   0.99996338  x   0.99999632  =   0.99995970
 NF1667
 NF1667:                Primary Azimuth Mark                     Grid Az
 NF1667:SPC MI S     -  CHARPORT AZ MK                           020 58 38.1
 NF1667:UTM  16      -  CHARPORT AZ MK                           019 11 36.9
 NF1667
 NF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7947615549(NAD 83)
 NF1667
 NF1667|---------------------------------------------------------------------|
 NF1667| PID    Reference Object                     Distance      Geod. Az  |
 NF1667|                                                           dddmmss.s |
 NF1667| NF1668 CHARPORT AZ MK                      APPROX. 0.8 KM 0204024.0 |
 NF1667|---------------------------------------------------------------------|
 NF1667
 NF1667                          SUPERSEDED SURVEY CONTROL
 NF1667
 NF1667  ELLIP H (02/03/97)  233.487  (m)                       GP(       ) 4 1
 NF1667  NAD 83(1986)-  42 34 17.39400(N)    084 48 47.69096(W) AD(       ) 1
 NF1667  NAD 83(1986)-  42 34 17.39522(N)    084 48 47.68838(W) AD(       ) 3
 NF1667  NGVD 29 (03/27/91)  267.6    (m)  OSU 89B  model used  GPS OBS        
 NF1667
 NF1667.Superseded values are not recommended for survey control.
 NF1667
 NF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1667.See file dsdata.pdf to determine how the superseded data were derived.
 NF1667
 NF1667_MARKER: I = METAL ROD
 NF1667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1667_STAMPING: CHARPORT 1989
 NF1667_MARK LOGO: NGS
 NF1667_PROJECTION: FLUSH
 NF1667_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1667+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1667_ROD/PIPE-DEPTH: 9.8 meters
 NF1667_SLEEVE-DEPTH  : 1.0 meters
 NF1667
 NF1667  HISTORY     - Date     Condition        Report By
 NF1667  HISTORY     - 1989     MONUMENTED       NGS
 NF1667  HISTORY     - 20050418 MARK NOT FOUND   WOOLPT
 NF1667
 NF1667                          STATION DESCRIPTION
 NF1667
 NF1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1667'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHEAST OF CHARLOTTE,
 NF1667'AT THE CHARLOTTE FITCH H. BEACH AIRPORT, ALONG THE WEST-NORTHWEST
 NF1667'EDGE, NEAR THE SOUTH-SOUTHWEST END OF THE PAVED RUNWAY.
 NF1667'OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT MANAGER HOWARD PENROD, 1325
 NF1667'ISLAND HIGHWAY, CHARLOTTE MI 48813.  PHONE IS (517) 543-5300 OR (517)
 NF1667'543-2750.
 NF1667'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1667'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1667'NORTHEAST FOR 0.9 KM (0.55 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1667'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1667'(0.85 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1667'NORTH THEN WEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1667'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO SOUTH
 NF1667'THEN WEST FOR 0.1 KM (0.05 MI), PASSING EAST AND SOUTH OF A HANGAR, ON
 NF1667'THE GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST FOR 0.1 KM
 NF1667'(0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 NF1667'NORTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 NF1667'PAVED RUNWAY AND THE STATION AHEAD JUST PAST THE RUNWAY.
 NF1667'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1667'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.8 METERS IN A GREASE
 NF1667'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1667'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1667'25.7 M (84.3 FT) NORTHWEST FROM THE CENTER OF THE SOUTH-SOUTHWEST END
 NF1667'OF THE PAVED RUNWAY, 10.1 M (33.1 FT) WEST-NORTHWEST FROM THE
 NF1667'WEST-NORTHWEST EDGE OF THE PAVED RUNWAY AND 8.2 M (26.9 FT)
 NF1667'NORTH-NORTHEAST FROM THE EXTENDED CENTER OF THE CONNECTING TAXIWAY.
 NF1667'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1667'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1667
 NF1667                          STATION RECOVERY (2005)
 NF1667
 NF1667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1667'LIMITED SEARCH PERFORMED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1712 ***********************************************************************
 NF1712  DESIGNATION -  CHARPORT 2
 NF1712  PID         -  NF1712
 NF1712  STATE/COUNTY-  MI/EATON
 NF1712  COUNTRY     -  US
 NF1712  USGS QUAD   -  CHARLOTTE (2017)
 NF1712
 NF1712                         *CURRENT SURVEY CONTROL
 NF1712  ______________________________________________________________________
 NF1712* NAD 83(1994) POSITION- 42 34 13.02952(N) 084 48 46.12157(W)   ADJUSTED
 NF1712* NAD 83(1994) ELLIP HT-   233.636 (meters)        (07/17/02)   ADJUSTED
 NF1712* NAVD 88 ORTHO HEIGHT -   267.6   (meters)      878.    (feet) GPS OBS
 NF1712  ______________________________________________________________________
 NF1712  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1712  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 NF1712  NAD 83(1994) X  -    425,337.890 (meters)                     COMP
 NF1712  NAD 83(1994) Y  - -4,685,283.403 (meters)                     COMP
 NF1712  NAD 83(1994) Z  -  4,292,625.932 (meters)                     COMP
 NF1712  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 NF1712  HORZ ORDER      -  FIRST
 NF1712  ELLP ORDER      -  FOURTH    CLASS I
 NF1712
 NF1712.This mark is at Fitch H Beach Airport (07G)
 NF1712
 NF1712.The horizontal coordinates were established by GPS observations
 NF1712.and adjusted by the National Geodetic Survey in February 1997.
 NF1712
 NF1712.The orthometric height was determined by GPS observations and a
 NF1712.high-resolution geoid model.
 NF1712
 NF1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1712.GEOID18 height accuracy estimate available here.
 NF1712
 NF1712.Click photographs - Photos may exist for this station.
 NF1712
 NF1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1712
 NF1712.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1712
 NF1712.The ellipsoidal height was determined by GPS observations
 NF1712.and is referenced to NAD 83.
 NF1712
 NF1712. The following values were computed from the NAD 83(1994) position.
 NF1712
 NF1712;                    North         East     Units Scale Factor Converg.
 NF1712;SPC MI S     -   118,981.561 3,963,371.465   MT  0.99992188   -0 18 13.0
 NF1712;SPC MI S     -   390,359.45 13,003,187.22   iFT  0.99992188   -0 18 13.0
 NF1712;UTM  16      - 4,715,416.095   679,515.176   MT  0.99999649   +1 28 48.1
 NF1712
 NF1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1712!SPC MI S     -   0.99996336  x   0.99992188  =   0.99988524
 NF1712!UTM  16      -   0.99996336  x   0.99999649  =   0.99995985
 NF1712
 NF1712:                Primary Azimuth Mark                     Grid Az
 NF1712:SPC MI S     -  CHARPORT 2 AZ MK                         020 56 27.2
 NF1712:UTM  16      -  CHARPORT 2 AZ MK                         019 09 26.1
 NF1712
 NF1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7951515416(NAD 83)
 NF1712
 NF1712|---------------------------------------------------------------------|
 NF1712| PID    Reference Object                     Distance      Geod. Az  |
 NF1712|                                                           dddmmss.s |
 NF1712| NF1713 CHARPORT 2 AZ MK                    APPROX. 0.6 KM 0203814.2 |
 NF1712|---------------------------------------------------------------------|
 NF1712
 NF1712                          SUPERSEDED SURVEY CONTROL
 NF1712
 NF1712  ELLIP H (02/03/97)  233.640  (m)                       GP(       ) 4 1
 NF1712  NAD 83(1986)-  42 34 13.02809(N)    084 48 46.13767(W) AD(       ) 1
 NF1712
 NF1712.Superseded values are not recommended for survey control.
 NF1712
 NF1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1712.See file dsdata.pdf to determine how the superseded data were derived.
 NF1712
 NF1712_MARKER: I = METAL ROD
 NF1712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1712_STAMPING: CHARPORT 2 1991
 NF1712_MARK LOGO: NGS
 NF1712_PROJECTION: FLUSH
 NF1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1712+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 NF1712_ROD/PIPE-DEPTH: 7.9 meters
 NF1712_SLEEVE-DEPTH  : 1.0 meters
 NF1712
 NF1712  HISTORY     - Date     Condition        Report By
 NF1712  HISTORY     - 1991     MONUMENTED       NGS
 NF1712  HISTORY     - 20020311 GOOD             ADVGEO
 NF1712  HISTORY     - 20050418 GOOD             WOOLPT
 NF1712
 NF1712                          STATION DESCRIPTION
 NF1712
 NF1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NF1712'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTHEAST OF CHARLOTTE,
 NF1712'AT THE CHARLOTTE/FITCH H. BEACH AIRPORT, NEAR THE SOUTHWEST END AND
 NF1712'AT THE SOUTHEAST SIDE  OF RUNWAY 20-2, IN GRASSY MEDIAN BETWEEN
 NF1712'TAXIWAY AND RUNWAY. OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT
 NF1712'MANAGER HOWARD PENROD, 1325 ISLAND HIGHWAY, CHARLOTTE, MI. 48813.
 NF1712'PHONE (517)543-5300 OR 543-2750.
 NF1712'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1712'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1712'NORTHEAST FOR 0.9 KM (0.6 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1712'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1712'(0.9 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1712'NORTH THEN WEST FOR 0.4 KM (0.2 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1712'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO
 NF1712'SOUTH THEN WEST FOR 0.1 KM (0.1 MI) PASSING EAST AND SOUTH OF A
 NF1712'HANGAR ON THE GRAVEL ROAD TO THE APRON. TURN RIGHT AND GO NORTHWEST
 NF1712'FOR 0.16 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN
 NF1712'RIGHT AND GO NORTHEAST ALONG TAXIWAY FOR 45 M (147.6 FT) TO THE
 NF1712'STATION ON THE LEFT JUST SOUTH OF A LARGE CULVERT.
 NF1712'THE STATION IS 14.2 M (46.6 FT) WEST-NORTHWEST OF THE CENTER OF THE
 NF1712'TAXIWAY, 59.1 M (193.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 NF1712'RUNWAY, 45.9 M (150.6 FT) NORTH-NORTHEAST OF THE CENTER OF THE TAXI
 NF1712'APPROACH TO THE SOUTH END OF RUNWAY, 29.7 M (97.4 FT) SOUTH OF THE
 NF1712'SOUTH END OF A LARGE CULVERT WINGWALL, 5.8 M (19.0 FT) WEST-NORTHWEST
 NF1712'OF A TAXI LIGHT, AND SET BETWEEN TWO SHORT FIBERGLASS WITNESS POSTS.
 NF1712
 NF1712                          STATION RECOVERY (2002)
 NF1712
 NF1712'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 NF1712'RECOVERED AS DESCRIBED
 NF1712
 NF1712                          STATION RECOVERY (2005)
 NF1712
 NF1712'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1712'AIRPORT ENTRANCE ROAD OFF ISLAND HIGHWAY IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1713 ***********************************************************************
 NF1713  DESIGNATION -  CHARPORT 2 AZ MK
 NF1713  PID         -  NF1713
 NF1713  STATE/COUNTY-  MI/EATON
 NF1713  COUNTRY     -  US
 NF1713  USGS QUAD   -  CHARLOTTE (2017)
 NF1713
 NF1713                         *CURRENT SURVEY CONTROL
 NF1713  ______________________________________________________________________
 NF1713* NAD 83(1994) POSITION- 42 34 32.02481(N) 084 48 36.44192(W)   ADJUSTED
 NF1713* NAD 83(1994) ELLIP HT-   235.185 (meters)        (07/17/02)   ADJUSTED
 NF1713* NAVD 88 ORTHO HEIGHT -   269.1   (meters)      883.    (feet) GPS OBS
 NF1713  ______________________________________________________________________
 NF1713  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1713  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 NF1713  NAD 83(1994) X  -    425,521.995 (meters)                     COMP
 NF1713  NAD 83(1994) Y  - -4,684,869.649 (meters)                     COMP
 NF1713  NAD 83(1994) Z  -  4,293,058.634 (meters)                     COMP
 NF1713  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 NF1713  HORZ ORDER      -  FIRST
 NF1713  ELLP ORDER      -  FOURTH    CLASS I
 NF1713
 NF1713.This mark is at Fitch H Beach Airport (07G)
 NF1713
 NF1713.The horizontal coordinates were established by GPS observations
 NF1713.and adjusted by the National Geodetic Survey in February 1997.
 NF1713
 NF1713.The orthometric height was determined by GPS observations and a
 NF1713.high-resolution geoid model.
 NF1713
 NF1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1713.GEOID18 height accuracy estimate available here.
 NF1713
 NF1713.Click photographs - Photos may exist for this station.
 NF1713
 NF1713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1713
 NF1713.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1713
 NF1713.The ellipsoidal height was determined by GPS observations
 NF1713.and is referenced to NAD 83.
 NF1713
 NF1713. The following values were computed from the NAD 83(1994) position.
 NF1713
 NF1713;                    North         East     Units Scale Factor Converg.
 NF1713;SPC MI S     -   119,566.474 3,963,595.300   MT  0.99992139   -0 18 06.4
 NF1713;SPC MI S     -   392,278.46 13,003,921.59   iFT  0.99992139   -0 18 06.4
 NF1713;UTM  16      - 4,716,007.736   679,720.711   MT  0.99999740   +1 28 55.1
 NF1713
 NF1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1713!SPC MI S     -   0.99996312  x   0.99992139  =   0.99988451
 NF1713!UTM  16      -   0.99996312  x   0.99999740  =   0.99996052
 NF1713
 NF1713:                Primary Azimuth Mark                     Grid Az
 NF1713:SPC MI S     -  CHARPORT 2                               200 56 27.1
 NF1713:UTM  16      -  CHARPORT 2                               199 09 25.6
 NF1713
 NF1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7972016007(NAD 83)
 NF1713
 NF1713|---------------------------------------------------------------------|
 NF1713| PID    Reference Object                     Distance      Geod. Az  |
 NF1713|                                                           dddmmss.s |
 NF1713| NF1712 CHARPORT 2                          APPROX. 0.6 KM 2003820.7 |
 NF1713|---------------------------------------------------------------------|
 NF1713
 NF1713                          SUPERSEDED SURVEY CONTROL
 NF1713
 NF1713  ELLIP H (02/03/97)  235.190  (m)                       GP(       ) 4 1
 NF1713  NAD 83(1986)-  42 34 32.02337(N)    084 48 36.45803(W) AD(       ) 1
 NF1713
 NF1713.Superseded values are not recommended for survey control.
 NF1713
 NF1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1713.See file dsdata.pdf to determine how the superseded data were derived.
 NF1713
 NF1713_MARKER: I = METAL ROD
 NF1713_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1713_STAMPING: CHARPORT AZ MK 1991
 NF1713_MARK LOGO: NGS
 NF1713_PROJECTION: FLUSH
 NF1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1713+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 NF1713_ROD/PIPE-DEPTH: 5.5 meters
 NF1713_SLEEVE-DEPTH  : 1.0 meters
 NF1713
 NF1713  HISTORY     - Date     Condition        Report By
 NF1713  HISTORY     - 1991     MONUMENTED       NGS
 NF1713  HISTORY     - 20050418 GOOD             WOOLPT
 NF1713
 NF1713                          STATION DESCRIPTION
 NF1713
 NF1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NF1713'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTHEAST OF CHARLOTTE,
 NF1713'AT THE CHARLOTTE/FITCH H. BEACH AIRPORT, ALONG THE SOUTHEAST SIDE OF
 NF1713'RUNWAY 20-2, NEAR THE NORTHWEST SIDE OF A TAXIWAY, AND JUST SOUTHWEST
 NF1713'OF A PAVED TAXI CROSSOVER. OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT
 NF1713'MANAGER HOWARD PENROD, 1325 ISLAND HIGHWAY, CHARLOTTE, MI. 48813.
 NF1713'PHONE (517) 543-5300 OR 543-2750.
 NF1713'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1713'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1713'NORTHEAST FOR 0.9 KM (0.6 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1713'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1713'(0.9 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1713'NORTH THEN WEST FOR 0.4 KM (0.2 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1713'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO
 NF1713'SOUTH THEN WEST FOR 0.1 KM (0.1 MI) PASSING TO THE EAST AND SOUTH OF
 NF1713'A HANGAR ON THE GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO
 NF1713'NORTHWEST FOR 0.16 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 NF1713'TURN RIGHT AND GO NORTH-NORTHEAST ALONG TAXIWAY FOR 0.56 KM
 NF1713'(0.35 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING A PAVED
 NF1713'CROSSOVER TO RUNWAY.
 NF1713'STATION IS 13.9 M (45.6 FT) WEST-NORTHWEST OF THE CENTER OF THE
 NF1713'TAXIWAY, 38.6 M (126.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF PAVED
 NF1713'CROSSOVER, 59.4 M (194.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 NF1713'RUNWAY, 32.3 M (106.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 NF1713'SLAB FOR A 2-20 RUNWAY DIRECTIONAL AID, AND SET BETWEEN TWO SHORT
 NF1713'FIBERGLASS WITNESS POSTS.
 NF1713
 NF1713                          STATION RECOVERY (2005)
 NF1713
 NF1713'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1713'STATION IS UNDER POWER LINES BUT IS OTHERWISE SUITABLE FOR GPS.
 NF1713'AIRPORT ENTRANCE ROAD OFF ISLAND HIGHWAY IS
 NF1713'NOW PAVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1668 ***********************************************************************
 NF1668  DESIGNATION -  CHARPORT AZ MK
 NF1668  PID         -  NF1668
 NF1668  STATE/COUNTY-  MI/EATON
 NF1668  COUNTRY     -  US
 NF1668  USGS QUAD   -  CHARLOTTE (2017)
 NF1668
 NF1668                         *CURRENT SURVEY CONTROL
 NF1668  ______________________________________________________________________
 NF1668* NAD 83(1994) POSITION- 42 34 42.71394(N) 084 48 34.74839(W)   ADJUSTED
 NF1668* NAD 83(1994) ELLIP HT-   236.026 (meters)        (07/17/02)   ADJUSTED
 NF1668* NAVD 88 ORTHO HEIGHT -   269.9   (meters)      885.    (feet) GPS OBS
 NF1668  ______________________________________________________________________
 NF1668  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1668  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 NF1668  NAD 83(1994) X  -    425,540.327 (meters)                     COMP
 NF1668  NAD 83(1994) Y  - -4,684,644.521 (meters)                     COMP
 NF1668  NAD 83(1994) Z  -  4,293,302.090 (meters)                     COMP
 NF1668  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 NF1668  HORZ ORDER      -  FIRST
 NF1668  ELLP ORDER      -  FOURTH    CLASS I
 NF1668
 NF1668.This mark is at Fitch H Beach Airport (07G)
 NF1668
 NF1668.The horizontal coordinates were established by GPS observations
 NF1668.and adjusted by the National Geodetic Survey in February 1997.
 NF1668
 NF1668.The orthometric height was determined by GPS observations and a
 NF1668.high-resolution geoid model.
 NF1668
 NF1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1668.GEOID18 height accuracy estimate available here.
 NF1668
 NF1668.Click photographs - Photos may exist for this station.
 NF1668
 NF1668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1668
 NF1668.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1668
 NF1668.The ellipsoidal height was determined by GPS observations
 NF1668.and is referenced to NAD 83.
 NF1668
 NF1668. The following values were computed from the NAD 83(1994) position.
 NF1668
 NF1668;                    North         East     Units Scale Factor Converg.
 NF1668;SPC MI S     -   119,896.072 3,963,635.654   MT  0.99992111   -0 18 05.3
 NF1668;SPC MI S     -   393,359.82 13,004,053.98   iFT  0.99992111   -0 18 05.3
 NF1668;UTM  16      - 4,716,338.456   679,750.788   MT  0.99999754   +1 28 56.6
 NF1668
 NF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1668!SPC MI S     -   0.99996299  x   0.99992111  =   0.99988410
 NF1668!UTM  16      -   0.99996299  x   0.99999754  =   0.99996053
 NF1668
 NF1668:                Primary Azimuth Mark                     Grid Az
 NF1668:SPC MI S     -  CHARPORT                                 200 58 38.0
 NF1668:UTM  16      -  CHARPORT                                 199 11 36.1
 NF1668
 NF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7975016338(NAD 83)
 NF1668
 NF1668|---------------------------------------------------------------------|
 NF1668| PID    Reference Object                     Distance      Geod. Az  |
 NF1668|                                                           dddmmss.s |
 NF1668| NF1667 CHARPORT                            APPROX. 0.8 KM 2004032.7 |
 NF1668|---------------------------------------------------------------------|
 NF1668
 NF1668                          SUPERSEDED SURVEY CONTROL
 NF1668
 NF1668  ELLIP H (02/03/97)  235.998  (m)                       GP(       ) 4 1
 NF1668  NAD 83(1986)-  42 34 42.71302(N)    084 48 34.76371(W) AD(       ) 1
 NF1668  NAD 83(1986)-  42 34 42.71414(N)    084 48 34.76132(W) AD(       ) 3
 NF1668  NGVD 29 (03/27/91)  270.1    (m)  OSU 89B  model used  GPS OBS        
 NF1668
 NF1668.Superseded values are not recommended for survey control.
 NF1668
 NF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1668.See file dsdata.pdf to determine how the superseded data were derived.
 NF1668
 NF1668_MARKER: I = METAL ROD
 NF1668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1668_STAMPING: CHARPORT AZ MK 1989
 NF1668_MARK LOGO: NGS
 NF1668_PROJECTION: FLUSH
 NF1668_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1668+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1668_ROD/PIPE-DEPTH: 8.6 meters
 NF1668_SLEEVE-DEPTH  : 1.0 meters
 NF1668
 NF1668  HISTORY     - Date     Condition        Report By
 NF1668  HISTORY     - 1989     MONUMENTED       NGS
 NF1668  HISTORY     - 20050418 MARK NOT FOUND   WOOLPT
 NF1668
 NF1668                          STATION DESCRIPTION
 NF1668
 NF1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1668'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHEAST OF CHARLOTTE,
 NF1668'AT THE CHARLOTTE FITCH H. BEACH AIRPORT, ALONG THE WEST-NORTHWEST
 NF1668'EDGE, NEAR THE NORTH-NORTHEAST END OF THE PAVED RUNWAY.
 NF1668'OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT MANAGER HOWARD PENROD, 1325
 NF1668'ISLAND HIGHWAY, CHARLOTTE MI 48813.  PHONE IS (517) 543-5300 OR (517)
 NF1668'543-2750.
 NF1668'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1668'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1668'NORTHEAST FOR 0.9 KM (0.55 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1668'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1668'(0.85 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH THEN WEST FOR
 NF1668'0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD LEFT
 NF1668'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO SOUTH THEN WEST FOR
 NF1668'0.1 KM (0.05 MI), PASSING TO THE EAST AND SOUTH OF A HANGAR, ON THE
 NF1668'GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST FOR 0.1 KM
 NF1668'(0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 NF1668'NORTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 NF1668'PAVED RUNWAY.  TURN RIGHT AND GO NORTH-NORTHEAST FOR 0.8 KM (0.50 MI)
 NF1668'ON THE PAVED RUNWAY TO THE STATION ON THE LEFT JUST BEFORE A TURF
 NF1668'RUNWAY LEFT.
 NF1668'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1668'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.6 METERS IN A GREASE
 NF1668'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1668'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1668'67.5 M (221.5 FT) SOUTHWEST FROM THE CENTER OF THE NORTH-NORTHEAST END
 NF1668'OF THE PAVED RUNWAY, 9.6 M (31.5 FT) WEST-NORTHWEST FROM THE
 NF1668'WEST-NORTHWEST EDGE OF THE PAVED RUNWAY AND 8.8 M (28.9 FT)
 NF1668'WEST-SOUTHWEST FROM THE 1ST RUNWAY LIGHT SOUTH-SOUTHWEST FROM THE
 NF1668'NORTH-NORTHEAST END OF THE PAVED RUNWAY.
 NF1668'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1668'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1668
 NF1668                          STATION RECOVERY (2005)
 NF1668
 NF1668'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1668'LIMITED SEARCH PERFORMED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0670 ***********************************************************************
 RK0670  DESIGNATION -  CHATHAM MUN TANK
 RK0670  PID         -  RK0670
 RK0670  STATE/COUNTY-  MI/ALGER
 RK0670  COUNTRY     -  US
 RK0670  USGS QUAD   -  CHATHAM (2017)
 RK0670
 RK0670                         *CURRENT SURVEY CONTROL
 RK0670  ______________________________________________________________________
 RK0670* NAD 83(1994) POSITION- 46 20 38.62690(N) 086 55 36.66100(W)   ADJUSTED
 RK0670  ______________________________________________________________________
 RK0670  GEOID HEIGHT    -        -34.986 (meters)                     GEOID18
 RK0670  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 RK0670  HORZ ORDER      -  THIRD
 RK0670
 RK0670.The horizontal coordinates were established by classical geodetic methods
 RK0670.and adjusted by the National Geodetic Survey in February 1997.
 RK0670
 RK0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0670.GEOID18 height accuracy estimate available here.
 RK0670
 RK0670.Click photographs - Photos may exist for this station.
 RK0670
 RK0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0670
 RK0670. The following values were computed from the NAD 83(1994) position.
 RK0670
 RK0670;                    North         East     Units Scale Factor Converg.
 RK0670;SPC MI N     -   173,468.529 8,005,630.649   MT  0.99990336   +0 03 10.3
 RK0670;SPC MI N     -   569,122.47 26,265,192.42   iFT  0.99990336   +0 03 10.3
 RK0670;UTM  16      - 5,132,279.009   505,628.942   MT  0.99960039   +0 03 10.5
 RK0670
 RK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0562832279(NAD 83)
 RK0670
 RK0670                          SUPERSEDED SURVEY CONTROL
 RK0670
 RK0670  NAD 83(1986)-  46 20 38.62188(N)    086 55 36.65881(W) AD(       ) 3
 RK0670  NAD 27      -  46 20 38.82061(N)    086 55 36.12467(W) AD(       ) 3
 RK0670
 RK0670.Superseded values are not recommended for survey control.
 RK0670
 RK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0670.See file dsdata.pdf to determine how the superseded data were derived.
 RK0670
 RK0670_MARKER: 53 = ELEVATED TANK
 RK0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0670+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 RK0670
 RK0670  HISTORY     - Date     Condition        Report By
 RK0670  HISTORY     - 1975     FIRST OBSERVED   NGS
 RK0670  HISTORY     - 19981210 GOOD             MIDT
 RK0670  HISTORY     - 19990907 GOOD             USPSQD
 RK0670  HISTORY     - 20030728 GOOD             USPSQD
 RK0670  HISTORY     - 20040607 GOOD             GEOCAC
 RK0670
 RK0670                          STATION DESCRIPTION
 RK0670
 RK0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0670'THE TOP CENTER OF THE CHATMAN MUNICIPAL WATER TANK, MOUNTED ON A
 RK0670'4-LEGGED STEEL STRUCTURE, PAINTED GREEN, 150 FEET IN HEIGHT AND
 RK0670'HAS A DOUBLE OBSTRUCTION LIGHT ON TOP OF THE TANK.
 RK0670'
 RK0670'THE TANK IS LOCATED IN THE SOUTHEAST EDGE OF CHATMAN AT THE EAST
 RK0670'END OF A DEAD END STREET.
 RK0670
 RK0670                          STATION RECOVERY (1998)
 RK0670
 RK0670'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0670'RECOVERED IN GOOD CONDITION.
 RK0670
 RK0670                          STATION RECOVERY (1999)
 RK0670
 RK0670'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0670'RECOVERED IN GOOD CONDITION.
 RK0670
 RK0670                          STATION RECOVERY (2003)
 RK0670
 RK0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0670'TANK IS NOW LIGHT GRAY IN COLOR WITH THE NAME CHATHAM PAINTED ON IN
 RK0670'BLACK LETTERS.
 RK0670
 RK0670                          STATION RECOVERY (2004)
 RK0670
 RK0670'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RK0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0588 ***********************************************************************
 QK0588  DESIGNATION -  CHEBOYGAN
 QK0588  PID         -  QK0588
 QK0588  STATE/COUNTY-  MI/CHEBOYGAN
 QK0588  COUNTRY     -  US
 QK0588  USGS QUAD   -  CHEBOYGAN (2017)
 QK0588
 QK0588                         *CURRENT SURVEY CONTROL
 QK0588  ______________________________________________________________________
 QK0588* NAD 83(1994) POSITION- 45 39 08.44584(N) 084 28 16.90593(W)   ADJUSTED
 QK0588* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0588  ______________________________________________________________________
 QK0588  GEOID HEIGHT    -        -35.964 (meters)                     GEOID18
 QK0588  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 QK0588  HORZ ORDER      -  SECOND
 QK0588
 QK0588.The horizontal coordinates were established by classical geodetic methods
 QK0588.and adjusted by the National Geodetic Survey in February 1997.
 QK0588
 QK0588.The orthometric height was scaled from a topographic map.
 QK0588
 QK0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0588.GEOID18 height accuracy estimate available here.
 QK0588
 QK0588.Click photographs - Photos may exist for this station.
 QK0588
 QK0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0588
 QK0588. The following values were computed from the NAD 83(1994) position.
 QK0588
 QK0588;                    North         East     Units Scale Factor Converg.
 QK0588;SPC MI C     -   259,553.338 5,991,839.342   MT  0.99998933   -0 04 26.2
 QK0588;SPC MI C     -   851,552.95 19,658,265.56   iFT  0.99998933   -0 04 26.2
 QK0588;UTM  16      - 5,058,531.913   697,019.492   MT  1.00007725   +1 48 31.8
 QK0588
 QK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0588!SPC MI C     -   0.99997774  x   0.99998933  =   0.99996707
 QK0588!UTM  16      -   0.99997774  x   1.00007725  =   1.00005499
 QK0588
 QK0588:                Primary Azimuth Mark                     Grid Az
 QK0588:SPC MI C     -  CHEBOYGAN CO CTHSE CLOCK TOWER           209 12 27.6
 QK0588:UTM  16      -  CHEBOYGAN CO CTHSE CLOCK TOWER           207 19 29.6
 QK0588
 QK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9701958531(NAD 83)
 QK0588
 QK0588|---------------------------------------------------------------------|
 QK0588| PID    Reference Object                     Distance      Geod. Az  |
 QK0588|                                                           dddmmss.s |
 QK0588| QK0592 CHEBOYGAN CRIB LIGHT                APPROX. 1.5 KM 0384013.6 |
 QK0588| QK0587 FOURTEEN FOOT SHOAL LIGHT           APPROX. 4.2 KM 0431610.8 |
 QK0588| CH0990 CHEBOYGAN RM 1                        4.214 METERS 06025     |
 QK0588| QK0577 POE REEF LIGHT                      APPROX. 9.7 KM 0605733.2 |
 QK0588| QK0582 CHEBOYGAN OLD TANNERY STACK         APPROX. 3.8 KM 1853200.9 |
 QK0588| QK0584 CHEBOYGAN RADIO KQA 291 MAST        APPROX. 3.0 KM 1921440.8 |
 QK0588| QK0583 CHEBOYGAN CHARMIN PAPER STACK       APPROX. 1.8 KM 2024224.9 |
 QK0588| CH0989 CHEBOYGAN AZ MK                                    2083346.1 |
 QK0588| QK0590 CHEBOYGAN CO CTHSE CLOCK TOWER      APPROX. 1.6 KM 2090801.4 |
 QK0588| QK0586 CHEBOYGAN MUNICIPAL TANK            206.867 METERS 22415     |
 QK0588| QK0593 CHEBOYGAN RADIO WCBY MAST           APPROX. 1.6 KM 2945007.9 |
 QK0588| CH0991 CHEBOYGAN RM 2                       25.005 METERS 30914     |
 QK0588|---------------------------------------------------------------------|
 QK0588
 QK0588                          SUPERSEDED SURVEY CONTROL
 QK0588
 QK0588  NAD 83(1986)-  45 39 08.43833(N)    084 28 16.90596(W) AD(       ) 2
 QK0588  NAD 27      -  45 39 08.39400(N)    084 28 16.77600(W) AD(       ) 2
 QK0588
 QK0588.Superseded values are not recommended for survey control.
 QK0588
 QK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0588.See file dsdata.pdf to determine how the superseded data were derived.
 QK0588
 QK0588_MARKER: DS = TRIANGULATION STATION DISK
 QK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0588_STAMPING: CHEBOYGAN 1956
 QK0588_MARK LOGO: CGS
 QK0588_PROJECTION: FLUSH
 QK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0588+STABILITY: SURFACE MOTION
 QK0588
 QK0588  HISTORY     - Date     Condition        Report By
 QK0588  HISTORY     - 1956     MONUMENTED       CGS
 QK0588  HISTORY     - 1961     GOOD             USLS
 QK0588  HISTORY     - 20180921 MARK NOT FOUND   USPSQD
 QK0588
 QK0588                          STATION DESCRIPTION
 QK0588
 QK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0588'THE STATION IS IN THE NORTH EDGE OF CHEBOYGAN, NEAR THE SOUTHEAST
 QK0588'CORNER OF A HIGH STEEL FENCE AROUND THE CHEBOYGAN SEWAGE DISPOSAL
 QK0588'PLANT, ON PROPERTY OWNED BY THE CITY.  IT IS 40 FEET WEST OF THE
 QK0588'CENTERLINE OF HURON STREET, 12 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 QK0588'OF A HIGH STEEL FENCE, 20 FEET SOUTHWEST OF A FIRE HYDRANT AND 11 FEET
 QK0588'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QK0588'STAMPED CHEBOYGAN 1956.
 QK0588'
 QK0588'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTH ON
 QK0588'MAIN STREET FOR 0.5 MILE TO A CROSS-STREET AT THE END OF MAIN STREET.
 QK0588'TURN LEFT ACROSS THE RAILROAD TRACKS AND GO WEST FOR 0.05 MILE TO
 QK0588'HURON STREET.  TURN RIGHT AND GO NORTH ON HURON STREET FOR 0.1 MILE TO
 QK0588'THE STATION ON THE LEFT AS DESCRIBED.
 QK0588'
 QK0588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HURON STREET
 QK0588'FOR 0.15 MILE TO THE CHEBOYGAN COUNTY HIGHWAY GARAGE ON THE LEFT AND
 QK0588'THE MARK AT THE SOUTHWEST CORNER OF THE BUILDING.
 QK0588'
 QK0588'REFERENCE MARK 1 IS 33 FEET WEST OF THE CENTERLINE OF HURON STREET, 7
 QK0588'FEET SOUTHWEST OF A FIRE HYDRANT AND 1 FOOT EAST OF THE STEEL FENCE
 QK0588'CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEBOYGAN
 QK0588'NO 1 1956.
 QK0588'
 QK0588'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE STEEL FENCE, 46 FEET NORTHEAST
 QK0588'OF A GALVANIZED TOOL SHED AND 21 FEET NORTHWEST OF A 6 INCH PINE TREE.
 QK0588'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHEBOYGAN NO 2
 QK0588'1956.
 QK0588'
 QK0588'THE AZIMUTH MARK IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF A LARGE
 QK0588'CONCRETE BLOCK BUILDING, 30 FEET EAST OF THE CENTERLINE OF HURON
 QK0588'STREET AND 8 FEET NORTH OF A POWERLINE POLE.  THE MARK IS FLUSH AND
 QK0588'THE DISK IS STAMPED CHEBOYGAN 1956.
 QK0588'
 QK0588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0588
 QK0588                          STATION RECOVERY (1961)
 QK0588
 QK0588'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 QK0588'STATION RECOVERED AS DESCRIBED IN 1956 DESCRIPTION.
 QK0588
 QK0588                          STATION RECOVERY (2018)
 QK0588
 QK0588'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0588'THIS AREA HAS BEEN PAVED AND AN ELECTRIC TRANSFORMER SITS ON THE
 QK0588'LAT/LON OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AF9491 ***********************************************************************
 AF9491  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9491  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9491  DESIGNATION -  CHEBOYGAN 1 CORS ARP
 AF9491  CORS_ID     -  CHB1
 AF9491  PID         -  AF9491
 AF9491  STATE/COUNTY-  MI/CHEBOYGAN
 AF9491  COUNTRY     -  US
 AF9491  USGS QUAD   -  CHEBOYGAN (2017)
 AF9491
 AF9491                         *CURRENT SURVEY CONTROL
 AF9491  ______________________________________________________________________
 AF9491* NAD 83(2011) POSITION- 45 39 12.54564(N) 084 27 56.29972(W)   ADJUSTED
 AF9491* NAD 83(2011) ELLIP HT-   146.064 (meters)        (04/??/25)   ADJUSTED
 AF9491* NAD 83(2011) EPOCH   -  2010.00
 AF9491* NAVD 88 ORTHO HEIGHT -   182.05  (meters)      597.3   (feet) GPS OBS
 AF9491  ______________________________________________________________________
 AF9491  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9491  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 AF9491  NAD 83(2011) X  -    430,717.500 (meters)                     COMP
 AF9491  NAD 83(2011) Y  - -4,445,227.802 (meters)                     COMP
 AF9491  NAD 83(2011) Z  -  4,538,514.005 (meters)                     COMP
 AF9491
 AF9491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9491  Standards:
 AF9491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9491  -------------------------------------------------------------------
 AF9491  NETWORK    0.09   0.28           0.04   0.03   0.14      0.02885600
 AF9491  -------------------------------------------------------------------
 AF9491
 AF9491.The coordinates were established by GPS observations
 AF9491.and adjusted by the National Geodetic Survey in April 2025.
 AF9491
 AF9491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9491.been affixed to the stable North American Tectonic Plate. 
 AF9491
 AF9491.The coordinates are valid at the epoch date displayed above
 AF9491.which is a decimal equivalence of Year/Month/Day.
 AF9491
 AF9491.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9491.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9491.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9491.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9491.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9491.published epoch of 2010.00.
 AF9491
 AF9491.Additional information on MYCS is available at:
 AF9491.https://geodesy.noaa.gov/CORS/index.shtml
 AF9491
 AF9491.The orthometric height was determined by GPS observations and a
 AF9491.high-resolution geoid model using precise GPS observation and
 AF9491.processing techniques.
 AF9491
 AF9491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9491.GEOID18 height accuracy estimate available here.
 AF9491
 AF9491.The PID for the CORS L1 Phase Center is AJ7862.
 AF9491
 AF9491.Click photographs - Photos may exist for this station.
 AF9491
 AF9491.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9491
 AF9491.The ellipsoidal height was determined by GPS observations
 AF9491.and is referenced to NAD 83.
 AF9491
 AF9491. The following values were computed from the NAD 83(2011) position.
 AF9491
 AF9491;                    North         East     Units Scale Factor Converg.
 AF9491;SPC MI C     -   259,679.351 5,992,285.656   MT  0.99998957   -0 04 11.7
 AF9491;SPC MI C     -   851,966.37 19,659,729.84   iFT  0.99998957   -0 04 11.7
 AF9491;UTM  16      - 5,058,672.535   697,461.464   MT  1.00007939   +1 48 46.7
 AF9491
 AF9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9491!SPC MI C     -   0.99997710  x   0.99998957  =   0.99996667
 AF9491!UTM  16      -   0.99997710  x   1.00007939  =   1.00005649
 AF9491
 AF9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9746158672(NAD 83)
 AF9491
 AF9491                          SUPERSEDED SURVEY CONTROL
 AF9491
 AF9491  NAD 83(2011)-  45 39 12.54581(N)    084 27 56.29975(W) AD(2010.00) c
 AF9491  ELLIP H (06/??/19)  146.068  (m)                       GP(2010.00) c c
 AF9491  NAD 83(2011)-  45 39 12.54571(N)    084 27 56.29972(W) AD(2010.00) c
 AF9491  NAD 83(2011)-  45 39 12.54587(N)    084 27 56.29957(W) AD(2010.00) c
 AF9491  ELLIP H (08/??/11)  146.066  (m)                       GP(2010.00) c c
 AF9491  NAD 83(2007)-  45 39 12.54605(N)    084 27 56.30012(W) AD(2002.00) c
 AF9491  NAD 83(CORS)-  45 39 12.54605(N)    084 27 56.30012(W) AD(2002.00) c
 AF9491  ELLIP H (03/??/02)  146.076  (m)                       GP(2002.00) c c
 AF9491  NAD 83(CORS)-  45 39 12.54590(N)    084 27 56.30144(W) AD(1997.00) c
 AF9491  ELLIP H (04/??/96)  146.079  (m)                       GP(1997.00) c c
 AF9491  NAD 83(CORS)-  45 39 12.54590(N)    084 27 56.30144(W) AD(1996.00) c
 AF9491  ELLIP H (04/??/96)  146.079  (m)                       GP(1996.00) c c
 AF9491
 AF9491.Superseded values are not recommended for survey control.
 AF9491
 AF9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9491.See file dsdata.pdf to determine how the superseded data were derived.
 AF9491
 AF9491_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9491
 AF9491                          STATION DESCRIPTION
 AF9491
 AF9491'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9491'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9491'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9491'AND LOG FILES ACCESSIBLE AT:
 AF9491'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AF9587 ***********************************************************************
 AF9587  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9587  DESIGNATION -  CHEBOYGAN 2 CORS ARP
 AF9587  CORS_ID     -  CHB2
 AF9587  PID         -  AF9587
 AF9587  STATE/COUNTY-  MI/CHEBOYGAN
 AF9587  COUNTRY     -  US
 AF9587  USGS QUAD   -  CHEBOYGAN (2017)
 AF9587
 AF9587                         *CURRENT SURVEY CONTROL
 AF9587  ______________________________________________________________________
 AF9587* NAD 83(2011) POSITION- 45 39 13.28038(N) 084 27 57.01534(W)   ADJUSTED
 AF9587* NAD 83(2011) ELLIP HT-   145.731 (meters)        (04/??/25)   ADJUSTED
 AF9587* NAD 83(2011) EPOCH   -  2010.00
 AF9587  ______________________________________________________________________
 AF9587  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 AF9587  NAD 83(2011) X  -    430,700.491 (meters)                     COMP
 AF9587  NAD 83(2011) Y  - -4,445,212.917 (meters)                     COMP
 AF9587  NAD 83(2011) Z  -  4,538,529.623 (meters)                     COMP
 AF9587
 AF9587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9587  Standards:
 AF9587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9587  -------------------------------------------------------------------
 AF9587  NETWORK    0.17   0.45           0.09   0.02   0.23      0.44154600
 AF9587  -------------------------------------------------------------------
 AF9587
 AF9587.The coordinates were established by GPS observations
 AF9587.and adjusted by the National Geodetic Survey in April 2025.
 AF9587
 AF9587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9587.been affixed to the stable North American Tectonic Plate. 
 AF9587
 AF9587.The coordinates are valid at the epoch date displayed above
 AF9587.which is a decimal equivalence of Year/Month/Day.
 AF9587
 AF9587.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9587.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9587.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9587.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9587.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9587.published epoch of 2010.00.
 AF9587
 AF9587.Additional information on MYCS is available at:
 AF9587.https://geodesy.noaa.gov/CORS/index.shtml
 AF9587
 AF9587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9587.GEOID18 height accuracy estimate available here.
 AF9587
 AF9587.The PID for the CORS L1 Phase Center is AJ7910.
 AF9587
 AF9587.Click photographs - Photos may exist for this station.
 AF9587
 AF9587.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9587
 AF9587.The ellipsoidal height was determined by GPS observations
 AF9587.and is referenced to NAD 83.
 AF9587
 AF9587. The following values were computed from the NAD 83(2011) position.
 AF9587
 AF9587;                    North         East     Units Scale Factor Converg.
 AF9587;SPC MI C     -   259,702.054 5,992,270.190   MT  0.99998962   -0 04 12.2
 AF9587;SPC MI C     -   852,040.86 19,659,679.10   iFT  0.99998962   -0 04 12.2
 AF9587;UTM  16      - 5,058,694.719   697,445.259   MT  1.00007931   +1 48 46.2
 AF9587
 AF9587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9587!SPC MI C     -   0.99997715  x   0.99998962  =   0.99996677
 AF9587!UTM  16      -   0.99997715  x   1.00007931  =   1.00005646
 AF9587
 AF9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9744558694(NAD 83)
 AF9587
 AF9587                          SUPERSEDED SURVEY CONTROL
 AF9587
 AF9587  NAD 83(2011)-  45 39 13.28024(N)    084 27 57.01568(W) AD(2010.00) c
 AF9587  ELLIP H (06/??/19)  145.735  (m)                       GP(2010.00) c c
 AF9587  NAD 83(2011)-  45 39 13.28032(N)    084 27 57.01568(W) AD(2010.00) c
 AF9587  ELLIP H (08/??/11)  145.727  (m)                       GP(2010.00) c c
 AF9587  NAD 83(CORS)-  45 39 13.28089(N)    084 27 57.01579(W) AD(2002.00) c
 AF9587  ELLIP H (03/??/02)  145.747  (m)                       GP(2002.00) c c
 AF9587  NAD 83(CORS)-  45 39 13.28082(N)    084 27 57.01677(W) AD(1997.00) c
 AF9587  ELLIP H (10/??/01)  145.749  (m)                       GP(1997.00) c c
 AF9587  NAD 83(CORS)-  45 39 13.28129(N)    084 27 57.01603(W) AD(1997.00) c
 AF9587  ELLIP H (08/??/96)  145.746  (m)                       GP(1997.00) c c
 AF9587  NAD 83(CORS)-  45 39 13.28129(N)    084 27 57.01603(W) AD(1996.00) c
 AF9587  ELLIP H (08/??/96)  145.746  (m)                       GP(1996.00) c c
 AF9587
 AF9587.Superseded values are not recommended for survey control.
 AF9587
 AF9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9587.See file dsdata.pdf to determine how the superseded data were derived.
 AF9587
 AF9587_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9587
 AF9587                          STATION DESCRIPTION
 AF9587
 AF9587'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9587'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9587'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9587'AND LOG FILES ACCESSIBLE AT:
 AF9587'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ8965 ***********************************************************************
 DJ8965  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8965  DESIGNATION -  CHEBOYGAN 5 CORS ARP
 DJ8965  CORS_ID     -  CHB5
 DJ8965  PID         -  DJ8965
 DJ8965  STATE/COUNTY-  MI/CHEBOYGAN
 DJ8965  COUNTRY     -  US
 DJ8965  USGS QUAD   -  CHEBOYGAN (2017)
 DJ8965
 DJ8965                         *CURRENT SURVEY CONTROL
 DJ8965  ______________________________________________________________________
 DJ8965* NAD 83(2011) POSITION- 45 39 12.54667(N) 084 27 56.29917(W)   ADJUSTED
 DJ8965* NAD 83(2011) ELLIP HT-   146.221 (meters)        (04/??/25)   ADJUSTED
 DJ8965* NAD 83(2011) EPOCH   -  2010.00
 DJ8965  ______________________________________________________________________
 DJ8965  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 DJ8965  NAD 83(2011) X  -    430,717.521 (meters)                     COMP
 DJ8965  NAD 83(2011) Y  - -4,445,227.887 (meters)                     COMP
 DJ8965  NAD 83(2011) Z  -  4,538,514.139 (meters)                     COMP
 DJ8965
 DJ8965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8965  Standards:
 DJ8965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8965  -------------------------------------------------------------------
 DJ8965  NETWORK    0.13   0.23           0.06   0.04   0.12     -0.19566400
 DJ8965  -------------------------------------------------------------------
 DJ8965
 DJ8965.The coordinates were established by GPS observations
 DJ8965.and adjusted by the National Geodetic Survey in April 2025.
 DJ8965
 DJ8965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8965.been affixed to the stable North American Tectonic Plate. 
 DJ8965
 DJ8965.The coordinates are valid at the epoch date displayed above
 DJ8965.which is a decimal equivalence of Year/Month/Day.
 DJ8965
 DJ8965.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ8965.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ8965.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ8965.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ8965.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ8965.published epoch of 2010.00.
 DJ8965
 DJ8965.Additional information on MYCS is available at:
 DJ8965.https://geodesy.noaa.gov/CORS/index.shtml
 DJ8965
 DJ8965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8965.GEOID18 height accuracy estimate available here.
 DJ8965
 DJ8965.The PID for the CORS L1 Phase Center is DJ8966.
 DJ8965
 DJ8965.Click photographs - Photos may exist for this station.
 DJ8965
 DJ8965.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8965
 DJ8965.The ellipsoidal height was determined by GPS observations
 DJ8965.and is referenced to NAD 83.
 DJ8965
 DJ8965. The following values were computed from the NAD 83(2011) position.
 DJ8965
 DJ8965;                    North         East     Units Scale Factor Converg.
 DJ8965;SPC MI C     -   259,679.383 5,992,285.668   MT  0.99998958   -0 04 11.7
 DJ8965;SPC MI C     -   851,966.48 19,659,729.88   iFT  0.99998958   -0 04 11.7
 DJ8965;UTM  16      - 5,058,672.567   697,461.475   MT  1.00007939   +1 48 46.7
 DJ8965
 DJ8965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8965!SPC MI C     -   0.99997708  x   0.99998958  =   0.99996666
 DJ8965!UTM  16      -   0.99997708  x   1.00007939  =   1.00005646
 DJ8965
 DJ8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9746158672(NAD 83)
 DJ8965
 DJ8965                          SUPERSEDED SURVEY CONTROL
 DJ8965
 DJ8965  NAD 83(2011)-  45 39 12.54599(N)    084 27 56.29970(W) AD(2010.00) c
 DJ8965  ELLIP H (06/??/19)  146.224  (m)                       GP(2010.00) c c
 DJ8965  NAD 83(2011)-  45 39 12.54606(N)    084 27 56.29955(W) AD(2010.00) c
 DJ8965  NAD 83(2011)-  45 39 12.54599(N)    084 27 56.29961(W) AD(2010.00) c
 DJ8965  ELLIP H (08/??/11)  146.223  (m)                       GP(2010.00) c c
 DJ8965  NAD 83(CORS)-  45 39 12.54609(N)    084 27 56.30065(W) AD(2002.00) c
 DJ8965  ELLIP H (01/??/08)  146.234  (m)                       GP(2002.00) c c
 DJ8965
 DJ8965.Superseded values are not recommended for survey control.
 DJ8965
 DJ8965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8965.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8965
 DJ8965_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8965
 DJ8965                          STATION DESCRIPTION
 DJ8965
 DJ8965'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ8965'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ8965'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ8965'AND LOG FILES ACCESSIBLE AT:
 DJ8965'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ7835 ***********************************************************************
 DJ7835  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7835  DESIGNATION -  CHEBOYGAN 6 CORS ARP
 DJ7835  CORS_ID     -  CHB6
 DJ7835  PID         -  DJ7835
 DJ7835  STATE/COUNTY-  MI/CHEBOYGAN
 DJ7835  COUNTRY     -  US
 DJ7835  USGS QUAD   -  CHEBOYGAN (2017)
 DJ7835
 DJ7835                         *CURRENT SURVEY CONTROL
 DJ7835  ______________________________________________________________________
 DJ7835* NAD 83(2011) POSITION- 45 39 13.28048(N) 084 27 57.01566(W)   ADJUSTED
 DJ7835* NAD 83(2011) ELLIP HT-   145.876 (meters)        (04/??/25)   ADJUSTED
 DJ7835* NAD 83(2011) EPOCH   -  2010.00
 DJ7835  ______________________________________________________________________
 DJ7835  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 DJ7835  NAD 83(2011) X  -    430,700.494 (meters)                     COMP
 DJ7835  NAD 83(2011) Y  - -4,445,213.017 (meters)                     COMP
 DJ7835  NAD 83(2011) Z  -  4,538,529.729 (meters)                     COMP
 DJ7835
 DJ7835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7835  Standards:
 DJ7835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7835  -------------------------------------------------------------------
 DJ7835  NETWORK    0.09   0.15           0.05   0.02   0.08     -0.14787400
 DJ7835  -------------------------------------------------------------------
 DJ7835
 DJ7835.The coordinates were established by GPS observations
 DJ7835.and adjusted by the National Geodetic Survey in April 2025.
 DJ7835
 DJ7835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7835.been affixed to the stable North American Tectonic Plate. 
 DJ7835
 DJ7835.The coordinates are valid at the epoch date displayed above
 DJ7835.which is a decimal equivalence of Year/Month/Day.
 DJ7835
 DJ7835.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ7835.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ7835.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ7835.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ7835.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ7835.published epoch of 2010.00.
 DJ7835
 DJ7835.Additional information on MYCS is available at:
 DJ7835.https://geodesy.noaa.gov/CORS/index.shtml
 DJ7835
 DJ7835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7835.GEOID18 height accuracy estimate available here.
 DJ7835
 DJ7835.The PID for the CORS L1 Phase Center is DJ7836.
 DJ7835
 DJ7835.Click photographs - Photos may exist for this station.
 DJ7835
 DJ7835.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7835
 DJ7835.The ellipsoidal height was determined by GPS observations
 DJ7835.and is referenced to NAD 83.
 DJ7835
 DJ7835. The following values were computed from the NAD 83(2011) position.
 DJ7835
 DJ7835;                    North         East     Units Scale Factor Converg.
 DJ7835;SPC MI C     -   259,702.057 5,992,270.183   MT  0.99998962   -0 04 12.2
 DJ7835;SPC MI C     -   852,040.87 19,659,679.08   iFT  0.99998962   -0 04 12.2
 DJ7835;UTM  16      - 5,058,694.722   697,445.252   MT  1.00007931   +1 48 46.2
 DJ7835
 DJ7835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7835!SPC MI C     -   0.99997713  x   0.99998962  =   0.99996675
 DJ7835!UTM  16      -   0.99997713  x   1.00007931  =   1.00005644
 DJ7835
 DJ7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9744558694(NAD 83)
 DJ7835
 DJ7835                          SUPERSEDED SURVEY CONTROL
 DJ7835
 DJ7835  NAD 83(2011)-  45 39 13.28056(N)    084 27 57.01567(W) AD(2010.00) c
 DJ7835  ELLIP H (06/??/19)  145.877  (m)                       GP(2010.00) c c
 DJ7835  NAD 83(2011)-  45 39 13.28060(N)    084 27 57.01561(W) AD(2010.00) c
 DJ7835  ELLIP H (08/??/11)  145.877  (m)                       GP(2010.00) c c
 DJ7835  NAD 83(CORS)-  45 39 13.28085(N)    084 27 57.01646(W) AD(2002.00) c
 DJ7835  ELLIP H (12/??/07)  145.897  (m)                       GP(2002.00) c c
 DJ7835
 DJ7835.Superseded values are not recommended for survey control.
 DJ7835
 DJ7835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7835.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7835
 DJ7835_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ7835
 DJ7835                          STATION DESCRIPTION
 DJ7835
 DJ7835'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ7835'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ7835'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ7835'AND LOG FILES ACCESSIBLE AT:
 DJ7835'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0583 ***********************************************************************
 QK0583  DESIGNATION -  CHEBOYGAN CHARMIN PAPER STACK
 QK0583  PID         -  QK0583
 QK0583  STATE/COUNTY-  MI/CHEBOYGAN
 QK0583  COUNTRY     -  US
 QK0583  USGS QUAD   -  CHEBOYGAN (2017)
 QK0583
 QK0583                         *CURRENT SURVEY CONTROL
 QK0583  ______________________________________________________________________
 QK0583* NAD 83(1994) POSITION- 45 38 14.99717(N) 084 28 48.78785(W)   ADJUSTED
 QK0583  ______________________________________________________________________
 QK0583  GEOID HEIGHT    -        -35.928 (meters)                     GEOID18
 QK0583  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 QK0583  HORZ ORDER      -  THIRD
 QK0583
 QK0583.The horizontal coordinates were established by classical geodetic methods
 QK0583.and adjusted by the National Geodetic Survey in February 1997.
 QK0583
 QK0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0583.GEOID18 height accuracy estimate available here.
 QK0583
 QK0583.Click photographs - Photos may exist for this station.
 QK0583
 QK0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0583
 QK0583. The following values were computed from the NAD 83(1994) position.
 QK0583
 QK0583;                    North         East     Units Scale Factor Converg.
 QK0583;SPC MI C     -   257,904.144 5,991,146.735   MT  0.99998615   -0 04 48.8
 QK0583;SPC MI C     -   846,142.20 19,655,993.23   iFT  0.99998615   -0 04 48.8
 QK0583;UTM  16      - 5,056,860.710   696,381.378   MT  1.00007416   +1 48 07.4
 QK0583
 QK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9638156860(NAD 83)
 QK0583
 QK0583                          SUPERSEDED SURVEY CONTROL
 QK0583
 QK0583  NAD 83(1986)-  45 38 14.98963(N)    084 28 48.78793(W) AD(       ) 3
 QK0583  NAD 27      -  45 38 14.94800(N)    084 28 48.65400(W) AD(       ) 3
 QK0583
 QK0583.Superseded values are not recommended for survey control.
 QK0583
 QK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0583.See file dsdata.pdf to determine how the superseded data were derived.
 QK0583
 QK0583_MARKER: 63 = STACK
 QK0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0583+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2007
 QK0583
 QK0583  HISTORY     - Date     Condition        Report By
 QK0583  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0583  HISTORY     - 20070608 GOOD             GEOCAC
 QK0583  HISTORY     - 20180714 GOOD             USPSQD
 QK0583
 QK0583                          STATION DESCRIPTION
 QK0583
 QK0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0583'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 QK0583'CHARMIN PAPER
 QK0583'MILLS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH
 QK0583'MAIN AND SEYMOUR STREETS IN THE
 QK0583'SOUTHWEST SECTION OF CHEBOYGAN.  IT IS A ROUND, TAN BRICK
 QK0583'STRUCTURE AT THE SOUTHEAST CORNER OF THE
 QK0583'MILL.  THE HEIGHT IS ABOUT 153 FEET.
 QK0583
 QK0583                          STATION RECOVERY (2007)
 QK0583
 QK0583'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 QK0583'MILL NOW SIGNED AS 'GREAT LAKES AND US TISSUE COMPANY'
 QK0583
 QK0583                          STATION RECOVERY (2018)
 QK0583
 QK0583'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0582 ***********************************************************************
 QK0582  DESIGNATION -  CHEBOYGAN OLD TANNERY STACK
 QK0582  PID         -  QK0582
 QK0582  STATE/COUNTY-  MI/CHEBOYGAN
 QK0582  COUNTRY     -  US
 QK0582  USGS QUAD   -  ALOHA (2017)
 QK0582
 QK0582                         *CURRENT SURVEY CONTROL
 QK0582  ______________________________________________________________________
 QK0582* NAD 83(1994) POSITION- 45 37 06.13106(N) 084 28 33.79245(W)   ADJUSTED
 QK0582  ______________________________________________________________________
 QK0582  GEOID HEIGHT    -        -35.918 (meters)                     GEOID18
 QK0582  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 QK0582  HORZ ORDER      -  THIRD
 QK0582
 QK0582.The horizontal coordinates were established by classical geodetic methods
 QK0582.and adjusted by the National Geodetic Survey in February 1997.
 QK0582
 QK0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0582.GEOID18 height accuracy estimate available here.
 QK0582
 QK0582.Click photographs - Photos may exist for this station.
 QK0582
 QK0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0582
 QK0582. The following values were computed from the NAD 83(1994) position.
 QK0582
 QK0582;                    North         East     Units Scale Factor Converg.
 QK0582;SPC MI C     -   255,777.606 5,991,468.628   MT  0.99998215   -0 04 38.2
 QK0582;SPC MI C     -   839,165.37 19,657,049.30   iFT  0.99998215   -0 04 38.2
 QK0582;UTM  16      - 5,054,745.698   696,772.971   MT  1.00007606   +1 48 16.0
 QK0582
 QK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9677254745(NAD 83)
 QK0582
 QK0582                          SUPERSEDED SURVEY CONTROL
 QK0582
 QK0582  NAD 83(1986)-  45 37 06.12363(N)    084 28 33.79265(W) AD(       ) 3
 QK0582  NAD 27      -  45 37 06.08000(N)    084 28 33.66300(W) AD(       ) 3
 QK0582
 QK0582.Superseded values are not recommended for survey control.
 QK0582
 QK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0582.See file dsdata.pdf to determine how the superseded data were derived.
 QK0582
 QK0582_MARKER: 63 = STACK
 QK0582
 QK0582  HISTORY     - Date     Condition        Report By
 QK0582  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0582
 QK0582                          STATION DESCRIPTION
 QK0582
 QK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0582'THE STATION IS THE CENTER OF THE TOP OF A STACK LOCATED ON THE
 QK0582'SOUTHEAST SIDE OF
 QK0582'U.S. HIGHWAY 27 ABOUT 1-1/2 MILES SOUTH OF CHEBOYGAN.  THE STACK
 QK0582'STANDS IN AN OPEN FIELD BETWEEN THE
 QK0582'HIGHWAY AND THE BLACK RIVER AT THE FORMER SITE OF A TANNERY.
 QK0582'ALL OF THE BUILDINGS HAVE BEEN TORN DOWN.  IT
 QK0582'IS A ROUND, MULTI-COLORED BRICK STRUCTURE
 QK0582'ABOUT 150 FEET HIGH.
 QK0582'
 QK0582'TO REACH THE STATION FROM THE COURTHOUSE IN CHEBOYGAN, GO SOUTH ON
 QK0582'SOUTH MAIN STREET (U.S.
 QK0582'HIGHWAY 27) FOR 1.6 MILES TO THE STACK ON THE LEFT.
 QK0582'
 QK0582'DESCRIBED BY J.L. COOK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0589 ***********************************************************************
 QK0589  DESIGNATION -  CHEBOYGAN PT LIGHTHOUSE
 QK0589  PID         -  QK0589
 QK0589  STATE/COUNTY-  MI/CHEBOYGAN
 QK0589  COUNTRY     -  US
 QK0589  USGS QUAD   -  CHEBOYGAN (2017)
 QK0589
 QK0589                         *CURRENT SURVEY CONTROL
 QK0589  ______________________________________________________________________
 QK0589* NAD 83(1994) POSITION- 45 40 08.47726(N) 084 25 11.43724(W)   ADJUSTED
 QK0589  ______________________________________________________________________
 QK0589  GEOID HEIGHT    -        -36.106 (meters)                     GEOID18
 QK0589  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 QK0589  HORZ ORDER      -  THIRD
 QK0589
 QK0589.The horizontal coordinates were established by classical geodetic methods
 QK0589.and adjusted by the National Geodetic Survey in February 1997.
 QK0589
 QK0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0589.GEOID18 height accuracy estimate available here.
 QK0589
 QK0589.Click photographs - Photos may exist for this station.
 QK0589
 QK0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0589
 QK0589. The following values were computed from the NAD 83(1994) position.
 QK0589
 QK0589;                    North         East     Units Scale Factor Converg.
 QK0589;SPC MI C     -   261,402.794 5,995,856.271   MT  0.99999298   -0 02 15.2
 QK0589;SPC MI C     -   857,620.72 19,671,444.46   iFT  0.99999298   -0 02 15.2
 QK0589;UTM  16      - 5,060,512.571   700,973.849   MT  1.00009660   +1 50 46.5
 QK0589
 QK0589:                Primary Azimuth Mark                     Grid Az
 QK0589:SPC MI C     -  57                                       000 23 48.9
 QK0589:UTM  16      -  57                                       358 30 47.2
 QK0589
 QK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0097360512(NAD 83)
 QK0589
 QK0589|---------------------------------------------------------------------|
 QK0589| PID    Reference Object                     Distance      Geod. Az  |
 QK0589|                                                           dddmmss.s |
 QK0589| QK0594 57                                  APPROX. 5.7 KM 0002133.7 |
 QK0589| QK0591 64                                  APPROX. 6.1 KM 2735617.8 |
 QK0589|---------------------------------------------------------------------|
 QK0589
 QK0589                          SUPERSEDED SURVEY CONTROL
 QK0589
 QK0589  NAD 83(1986)-  45 40 08.46872(N)    084 25 11.43595(W) AD(       ) 3
 QK0589  NAD 27      -  45 40 08.43000(N)    084 25 11.34000(W) AD(       ) 3
 QK0589
 QK0589.Superseded values are not recommended for survey control.
 QK0589
 QK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0589.See file dsdata.pdf to determine how the superseded data were derived.
 QK0589
 QK0589_MARKER: 13 = LIGHTHOUSE
 QK0589
 QK0589  HISTORY     - Date     Condition        Report By
 QK0589  HISTORY     - 1907     FIRST OBSERVED   USLS
 QK0589
 QK0589                          STATION DESCRIPTION
 QK0589
 QK0589'DESCRIBED BY US LAKE SURVEY 1907
 QK0589'CENTER OF LANTERN HOUSE OF CHEBOYGAN POINT LIGHTHOUSE ON
 QK0589'CHEBOYGAN POINT,
 QK0589'ON SOUTH SIDE OF STRAIGHTS OF MACKINAC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0593 ***********************************************************************
 QK0593  DESIGNATION -  CHEBOYGAN RADIO WCBY MAST
 QK0593  PID         -  QK0593
 QK0593  STATE/COUNTY-  MI/CHEBOYGAN
 QK0593  COUNTRY     -  US
 QK0593  USGS QUAD   -  CHEBOYGAN (2017)
 QK0593
 QK0593                         *CURRENT SURVEY CONTROL
 QK0593  ______________________________________________________________________
 QK0593* NAD 83(1994) POSITION- 45 39 30.21844(N) 084 29 24.00942(W)   ADJUSTED
 QK0593  ______________________________________________________________________
 QK0593  GEOID HEIGHT    -        -35.920 (meters)                     GEOID18
 QK0593  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 QK0593  HORZ ORDER      -  THIRD
 QK0593
 QK0593.The horizontal coordinates were established by classical geodetic methods
 QK0593.and adjusted by the National Geodetic Survey in February 1997.
 QK0593
 QK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0593.GEOID18 height accuracy estimate available here.
 QK0593
 QK0593.Click photographs - Photos may exist for this station.
 QK0593
 QK0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0593
 QK0593. The following values were computed from the NAD 83(1994) position.
 QK0593
 QK0593;                    North         East     Units Scale Factor Converg.
 QK0593;SPC MI C     -   260,227.569 5,990,387.460   MT  0.99999064   -0 05 13.7
 QK0593;SPC MI C     -   853,764.99 19,653,502.17   iFT  0.99999064   -0 05 13.7
 QK0593;UTM  16      - 5,059,158.130   695,546.118   MT  1.00007014   +1 47 44.4
 QK0593
 QK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9554659158(NAD 83)
 QK0593
 QK0593                          SUPERSEDED SURVEY CONTROL
 QK0593
 QK0593  NAD 83(1986)-  45 39 30.21125(N)    084 29 24.00957(W) AD(       ) 3
 QK0593  NAD 27      -  45 39 30.16700(N)    084 29 23.87600(W) AD(       ) 3
 QK0593
 QK0593.Superseded values are not recommended for survey control.
 QK0593
 QK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0593.See file dsdata.pdf to determine how the superseded data were derived.
 QK0593
 QK0593_MARKER: 42 = RADIO/TV MAST
 QK0593
 QK0593  HISTORY     - Date     Condition        Report By
 QK0593  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0593  HISTORY     - 1977     GOOD             NGS
 QK0593  HISTORY     - 20181012 GOOD             USPSQD
 QK0593
 QK0593                          STATION DESCRIPTION
 QK0593
 QK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0593'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 QK0593'STATION WCBY
 QK0593'LOCATED ON THE NORTH SIDE OF MACKINAW AVENUE IN THE NORTHWEST EDGE OF
 QK0593'CHEBOYGAN.  IT IS A UNIFORM,
 QK0593'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 QK0593'AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 QK0593'AND WHITE.  THE HEIGHT IS 153 FEET.
 QK0593'
 QK0593'DESCRIBED BY J.L. COOK
 QK0593
 QK0593                          STATION RECOVERY (1977)
 QK0593
 QK0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0593'RECOVERED AS DESCRIBED.
 QK0593
 QK0593                          STATION RECOVERY (2018)
 QK0593
 QK0593'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0559 ***********************************************************************
 OJ0559  DESIGNATION -  CHEBOYGANING
 OJ0559  PID         -  OJ0559
 OJ0559  STATE/COUNTY-  MI/BAY
 OJ0559  COUNTRY     -  US
 OJ0559  USGS QUAD   -  BAY CITY (2017)
 OJ0559
 OJ0559                         *CURRENT SURVEY CONTROL
 OJ0559  ______________________________________________________________________
 OJ0559* NAD 83(1986) POSITION- 43 32 00.     (N) 083 52 54.     (W)   SCALED
 OJ0559* NAVD 88 ORTHO HEIGHT -   180.084 (meters)      590.83  (feet) ADJUSTED
 OJ0559  ______________________________________________________________________
 OJ0559  GEOID HEIGHT    -        -34.471 (meters)                     GEOID18
 OJ0559  DYNAMIC HEIGHT  -        180.048 (meters)      590.71  (feet) COMP
 OJ0559  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 OJ0559
 OJ0559  VERT ORDER      -  FIRST     CLASS 0
 OJ0559
 OJ0559.The horizontal coordinates were scaled from a map and have
 OJ0559.an estimated accuracy of +/- 6 seconds.
 OJ0559
 OJ0559.The orthometric height was determined by differential leveling and
 OJ0559.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0559.in June 1991.
 OJ0559
 OJ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0559.GEOID18 height accuracy estimate available here.
 OJ0559
 OJ0559.Click photographs - Photos may exist for this station.
 OJ0559
 OJ0559.The dynamic height is computed by dividing the NAVD 88
 OJ0559.geopotential number by the normal gravity value computed on the
 OJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0559.degrees latitude (g = 980.6199 gals.).
 OJ0559
 OJ0559.The modeled gravity was interpolated from observed gravity values.
 OJ0559
 OJ0559;                    North         East    Units  Estimated Accuracy
 OJ0559;SPC MI S     -   225,980.    4,039,200.      MT  (+/- 180 meters Scaled)
 OJ0559
 OJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ671240(NAD 83)
 OJ0559
 OJ0559                          SUPERSEDED SURVEY CONTROL
 OJ0559
 OJ0559  NGVD 29 (??/??/92)  180.230  (m)          591.30   (f) ADJ UNCH    1 0
 OJ0559
 OJ0559.Superseded values are not recommended for survey control.
 OJ0559
 OJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0559.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0559
 OJ0559_MARKER: DD = SURVEY DISK
 OJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0559_PROJECTION: FLUSH
 OJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0559+STABILITY: SURFACE MOTION
 OJ0559
 OJ0559  HISTORY     - Date     Condition        Report By
 OJ0559  HISTORY     - 1973     MONUMENTED       NOS
 OJ0559  HISTORY     - 1976     GOOD             NOS
 OJ0559  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ0559
 OJ0559                          STATION DESCRIPTION
 OJ0559
 OJ0559'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0559'1.9 MI SOUTH FROM BAY.
 OJ0559'1.9 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0559'AT THE SOUTH END OF BAY CITY, NEAR THE NORTHWEST CORNER OF BRIDGE
 OJ0559'ABUTMENT OVER THE CHEBOYGANING CREEK, 33.0 FT. WEST CENTERLINE OF
 OJ0559'HIGHWAY, 28.4 FT. NORTH OF NORTHWEST CORNER OF BRIDGE ABUTMENT, BEING
 OJ0559'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO A CONCRETE
 OJ0559'MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0559
 OJ0559                          STATION RECOVERY (1997)
 OJ0559
 OJ0559'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0113 ***********************************************************************
 PK0113  DESIGNATION -  CHECK POINT
 PK0113  PID         -  PK0113
 PK0113  STATE/COUNTY-  MI/HURON
 PK0113  COUNTRY     -  US
 PK0113  USGS QUAD   -  PORT AUSTIN WEST (2017)
 PK0113
 PK0113                         *CURRENT SURVEY CONTROL
 PK0113  ______________________________________________________________________
 PK0113* NAD 83(1986) POSITION- 44 03 00.     (N) 083 00 00.     (W)   SCALED
 PK0113* NAVD 88 ORTHO HEIGHT -   177.633 (meters)      582.78  (feet) ADJUSTED
 PK0113  ______________________________________________________________________
 PK0113  GEOID HEIGHT    -        -35.095 (meters)                     GEOID18
 PK0113  DYNAMIC HEIGHT  -        177.608 (meters)      582.70  (feet) COMP
 PK0113  MODELED GRAVITY -    980,472.6   (mgal)                       NAVD 88
 PK0113
 PK0113  VERT ORDER      -  FIRST     CLASS 0
 PK0113
 PK0113.The horizontal coordinates were scaled from a map and have
 PK0113.an estimated accuracy of +/- 6 seconds.
 PK0113
 PK0113.The orthometric height was determined by differential leveling and
 PK0113.adjusted by the NATIONAL GEODETIC SURVEY
 PK0113.in June 1991.
 PK0113
 PK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0113.GEOID18 height accuracy estimate available here.
 PK0113
 PK0113.Click photographs - Photos may exist for this station.
 PK0113
 PK0113.The dynamic height is computed by dividing the NAVD 88
 PK0113.geopotential number by the normal gravity value computed on the
 PK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0113.degrees latitude (g = 980.6199 gals.).
 PK0113
 PK0113.The modeled gravity was interpolated from observed gravity values.
 PK0113
 PK0113;                    North         East    Units  Estimated Accuracy
 PK0113;SPC MI S     -   284,160.    4,109,530.      MT  (+/- 180 meters Scaled)
 PK0113
 PK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ397793(NAD 83)
 PK0113
 PK0113                          SUPERSEDED SURVEY CONTROL
 PK0113
 PK0113  NGVD 29 (??/??/92)  177.773  (m)          583.24   (f) ADJ UNCH    1 0
 PK0113
 PK0113.Superseded values are not recommended for survey control.
 PK0113
 PK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0113.See file dsdata.pdf to determine how the superseded data were derived.
 PK0113
 PK0113_MARKER: B = BOLT
 PK0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PK0113_SP_SET: UNSPECIFIED ROCK
 PK0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0113
 PK0113  HISTORY     - Date     Condition        Report By
 PK0113  HISTORY     - 1875     MONUMENTED       NONE
 PK0113  HISTORY     - 1976     GOOD             NOS
 PK0113
 PK0113                          STATION DESCRIPTION
 PK0113
 PK0113'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0113'IN PORT AUSTIN.
 PK0113'0.4 MILE WEST OF THE PORT AUSTIN ENTRANCE PIER, JUST EAST OF A SMALL
 PK0113'ROCK ISLAND, NEAR THE EXTREME NORTH END OF ROCK FACE OF KIMBALL POINT
 PK0113'MCCOY, 1/2 FOOT BELOW ROCK SURFACE, BEING HIGHEST POINT ON TOP OF A
 PK0113'1/2 INCH IRON BOLT LEADED HORIZONTALLY INTO THE VERTICAL ROCK FACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1364 ***********************************************************************
 NF1364  DESIGNATION -  CHELSEA MUNICIPAL TANK
 NF1364  PID         -  NF1364
 NF1364  STATE/COUNTY-  MI/WASHTENAW
 NF1364  COUNTRY     -  US
 NF1364  USGS QUAD   -  CHELSEA (2017)
 NF1364
 NF1364                         *CURRENT SURVEY CONTROL
 NF1364  ______________________________________________________________________
 NF1364* NAD 83(1994) POSITION- 42 18 59.82782(N) 084 01 10.09371(W)   ADJUSTED
 NF1364  ______________________________________________________________________
 NF1364  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 NF1364  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 NF1364  HORZ ORDER      -  THIRD
 NF1364
 NF1364.The horizontal coordinates were established by classical geodetic methods
 NF1364.and adjusted by the National Geodetic Survey in February 1997.
 NF1364
 NF1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1364.GEOID18 height accuracy estimate available here.
 NF1364
 NF1364.Click photographs - Photos may exist for this station.
 NF1364
 NF1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1364
 NF1364. The following values were computed from the NAD 83(1994) position.
 NF1364
 NF1364;                    North         East     Units Scale Factor Converg.
 NF1364;SPC MI S     -    90,767.467 4,028,621.084   MT  0.99995575   +0 14 10.6
 NF1364;SPC MI S     -   297,793.53 13,217,260.77   iFT  0.99995575   +0 14 10.6
 NF1364;UTM  16      - 4,689,234.098   745,623.483   MT  1.00034238   +2 00 27.3
 NF1364;UTM  17      - 4,689,347.333   251,167.139   MT  1.00036191   -2 02 01.8
 NF1364
 NF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4562389234(NAD 83)
 NF1364
 NF1364                          SUPERSEDED SURVEY CONTROL
 NF1364
 NF1364  NAD 83(1986)-  42 18 59.83037(N)    084 01 10.11647(W) AD(       ) 3
 NF1364  NAD 27      -  42 18 59.70258(N)    084 01 10.29996(W) AD(       ) 3
 NF1364
 NF1364.Superseded values are not recommended for survey control.
 NF1364
 NF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1364.See file dsdata.pdf to determine how the superseded data were derived.
 NF1364
 NF1364_MARKER: 51 = TANK
 NF1364
 NF1364  HISTORY     - Date     Condition        Report By
 NF1364  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1364  HISTORY     - 1987     GOOD             USPSQD
 NF1364
 NF1364                          STATION DESCRIPTION
 NF1364
 NF1364'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1363 ***********************************************************************
 NF1363  DESIGNATION -  CHELSEA TOWER BUILDING FINIAL
 NF1363  PID         -  NF1363
 NF1363  STATE/COUNTY-  MI/WASHTENAW
 NF1363  COUNTRY     -  US
 NF1363  USGS QUAD   -  CHELSEA (2017)
 NF1363
 NF1363                         *CURRENT SURVEY CONTROL
 NF1363  ______________________________________________________________________
 NF1363* NAD 83(1994) POSITION- 42 19 09.95394(N) 084 01 13.27433(W)   ADJUSTED
 NF1363  ______________________________________________________________________
 NF1363  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 NF1363  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 NF1363  HORZ ORDER      -  THIRD
 NF1363
 NF1363.The horizontal coordinates were established by classical geodetic methods
 NF1363.and adjusted by the National Geodetic Survey in February 1997.
 NF1363
 NF1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1363.GEOID18 height accuracy estimate available here.
 NF1363
 NF1363.Click photographs - Photos may exist for this station.
 NF1363
 NF1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1363
 NF1363. The following values were computed from the NAD 83(1994) position.
 NF1363
 NF1363;                    North         East     Units Scale Factor Converg.
 NF1363;SPC MI S     -    91,079.596 4,028,546.967   MT  0.99995527   +0 14 08.4
 NF1363;SPC MI S     -   298,817.57 13,217,017.61   iFT  0.99995527   +0 14 08.4
 NF1363;UTM  16      - 4,689,543.906   745,539.721   MT  1.00034187   +2 00 25.5
 NF1363;UTM  17      - 4,689,662.281   251,105.420   MT  1.00036228   -2 02 04.3
 NF1363
 NF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4553989543(NAD 83)
 NF1363
 NF1363                          SUPERSEDED SURVEY CONTROL
 NF1363
 NF1363  NAD 83(1986)-  42 19 09.95607(N)    084 01 13.29690(W) AD(       ) 3
 NF1363  NAD 27      -  42 19 09.82921(N)    084 01 13.47900(W) AD(       ) 3
 NF1363
 NF1363.Superseded values are not recommended for survey control.
 NF1363
 NF1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1363.See file dsdata.pdf to determine how the superseded data were derived.
 NF1363
 NF1363_MARKER: 82 = FINIAL
 NF1363
 NF1363  HISTORY     - Date     Condition        Report By
 NF1363  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1363
 NF1363                          STATION DESCRIPTION
 NF1363
 NF1363'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0970 ***********************************************************************
 OJ0970  DESIGNATION -  CHENEY
 OJ0970  PID         -  OJ0970
 OJ0970  STATE/COUNTY-  MI/LAPEER
 OJ0970  COUNTRY     -  US
 OJ0970  USGS QUAD   -  NORTH BRANCH (2017)
 OJ0970
 OJ0970                         *CURRENT SURVEY CONTROL
 OJ0970  ______________________________________________________________________
 OJ0970* NAD 83(1994) POSITION- 43 07 58.93325(N) 083 11 59.07713(W)   ADJUSTED
 OJ0970* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 OJ0970  ______________________________________________________________________
 OJ0970  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 OJ0970  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 OJ0970  HORZ ORDER      -  FIRST
 OJ0970
 OJ0970.The horizontal coordinates were established by classical geodetic methods
 OJ0970.and adjusted by the National Geodetic Survey in February 1997.
 OJ0970
 OJ0970.The orthometric height was scaled from a topographic map.
 OJ0970
 OJ0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0970.GEOID18 height accuracy estimate available here.
 OJ0970
 OJ0970.Click photographs - Photos may exist for this station.
 OJ0970
 OJ0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0970
 OJ0970. The following values were computed from the NAD 83(1994) position.
 OJ0970
 OJ0970;                    North         East     Units Scale Factor Converg.
 OJ0970;SPC MI S     -   182,052.796 4,094,935.494   MT  0.99991623   +0 47 38.9
 OJ0970;SPC MI S     -   597,286.08 13,434,827.74   iFT  0.99991623   +0 47 38.9
 OJ0970;UTM  17      - 4,777,937.241   321,086.898   MT  0.99999379   -1 30 15.7
 OJ0970
 OJ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0970!SPC MI S     -   0.99995570  x   0.99991623  =   0.99987194
 OJ0970!UTM  17      -   0.99995570  x   0.99999379  =   0.99994949
 OJ0970
 OJ0970:                Primary Azimuth Mark                     Grid Az
 OJ0970:SPC MI S     -  CHENEY AZ MK                             191 13 48.5
 OJ0970:UTM  17      -  CHENEY AZ MK                             193 31 43.1
 OJ0970
 OJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2108677937(NAD 83)
 OJ0970
 OJ0970|---------------------------------------------------------------------|
 OJ0970| PID    Reference Object                     Distance      Geod. Az  |
 OJ0970|                                                           dddmmss.s |
 OJ0970| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX.10.8 KM 0054532.2 |
 OJ0970| CH0892 CHENEY RM 1                          32.367 METERS 07509     |
 OJ0970| CH0891 CHENEY AZ MK                                       1920127.4 |
 OJ0970| CH0893 CHENEY RM 2                          31.154 METERS 30955     |
 OJ0970|---------------------------------------------------------------------|
 OJ0970
 OJ0970                          SUPERSEDED SURVEY CONTROL
 OJ0970
 OJ0970  NAD 83(1986)-  43 07 58.93024(N)    083 11 59.10903(W) AD(       ) 1
 OJ0970  NAD 27      -  43 07 58.83052(N)    083 11 59.31537(W) AD(       ) 1
 OJ0970
 OJ0970.Superseded values are not recommended for survey control.
 OJ0970
 OJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0970.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0970
 OJ0970_MARKER: DS = TRIANGULATION STATION DISK
 OJ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0970_STAMPING: CHENEY 1943
 OJ0970_MARK LOGO: CGS
 OJ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0970+STABILITY: SURFACE MOTION
 OJ0970
 OJ0970  HISTORY     - Date     Condition        Report By
 OJ0970  HISTORY     - 1943     MONUMENTED       CGS
 OJ0970  HISTORY     - 1957     GOOD             CGS
 OJ0970
 OJ0970                          STATION DESCRIPTION
 OJ0970
 OJ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0970'THE STATION IS LOCATED ABOUT 7 MILES NE OF LAPEER, ON THE SUMMIT OF A
 OJ0970'WOODED HILL THAT IS OWNED BY MRS. DORA CHENEY.  IT IS 24.5 FEET W OF A
 OJ0970'TRIANGULAR- BLAZED 8-INCH OAK TREE, 21.2 FEET SE OF A
 OJ0970'TRIANGULAR-BLAZED 10-INCH OAK TREE, AND 2.7 FEET W OF A REFERENCE
 OJ0970'POST.  THE DISK IS STAMPED CHENEY 1943.
 OJ0970'
 OJ0970'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ0970'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ0970'
 OJ0970'REFERENCE MARK 1 IS 106.19 FEET NE OF THE STATION, 7 FEET W OF A
 OJ0970'TRIANGULAR-BLAZED 8-INCH OAK TREE.  THE MARK IS ABOUT 6 FEET LOWER IN
 OJ0970'ELEVATION THAN THE STATION MARK.  STAMPED CHENEY NO 1 1943.
 OJ0970'
 OJ0970'REFERENCE MARK 2 IS 102.21 FEET NW OF THE STATION, 8 FEET W OF A
 OJ0970'TRIANGULAR-BLAZED 6-INCH ASPEN TREE.  IT IS ABOUT 6 FEET LOWER IN
 OJ0970'ELEVATION THAN THE STATION MARK.  STAMPED CHENEY NO 2 1943.
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS 0.4 MILE S OF THE STATION, 43.6 FEET E OF THE SW
 OJ0970'CORNER FENCEPOST OF A CULTIVATED FIELD, 27 FEET N OF THE CENTER LINE
 OJ0970'OF A GRADED DIRT ROAD, 2.8 FEET N OF A REFERENCE POST, 1.8 FEET S OF
 OJ0970'AN E-W FENCELINE.  STAMPED CHENEY 1943.
 OJ0970'
 OJ0970'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO N ON STATE
 OJ0970'HIGHWAY 24 FOR 6.8 MILES TO THE NORWAY LAKE ROAD, HERE TURN RIGHT AND
 OJ0970'GO 2.0 MILES, THENCE RIGHT ON SCHOLTZ ROAD FOR 0.5 MILE, THENCE E ON
 OJ0970'KINGS MILL ROAD FOR 3.45 MILES TO CEDAR LAKE ROAD, GO (R) 0.65 MILE TO
 OJ0970'A WIRE GATE ON THE LEFT.* PASS THROUGH GATE AND MEANDER ENE ON WOODS
 OJ0970'ROAD FOR 0.15 MILE TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 OJ0970'
 OJ0970'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE ON CEDAR LAKE ROAD, GO S
 OJ0970'ON CEDAR LAKE ROAD FOR 0.4 MILE TO A SHARP LEFT TURN AND MARK AS
 OJ0970'DESCRIBED.
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION AND A
 OJ0970'64-FOOT TOWER IS NEEDED.
 OJ0970'
 OJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OJ0970
 OJ0970                          STATION RECOVERY (1957)
 OJ0970
 OJ0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OJ0970'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 OJ0970'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES TO REFERENCE
 OJ0970'MARKS 1 AND 2 CHECKED.  THE DIRECTION WAS TAKEN BETWEEN REFERENCE
 OJ0970'MARKS 1 AND 2 SINCE THEY COULD NOT BE SEEN FROM THE TOP OF THE TOWER
 OJ0970'AS THERE ARE A NUMBER OF TREE TOPS ON LINE, A DIFFERENCE OF 12 SECONDS
 OJ0970'WAS FOUND BETWEEN REFERENCE MARKS 1 AND 2.  THE AZIMUTH MARK WOULD NOT
 OJ0970'SEE FROM THE GROUND DUE TO THICK GROWTH OF TREES ON THE LINE, A
 OJ0970'DIFFERENCE OF 0.7 SECONDS WAS FOUND IN THE DIRECTION TO THE AZIMUTH
 OJ0970'MARK.
 OJ0970'
 OJ0970'A COMPLETE NEW DESCRIPTION FOLLOWS-
 OJ0970'
 OJ0970'THE STATION IS LOCATED ABOUT 7 MI. NE OF LAPEER, AND ABOUT 2 MI. SW OF
 OJ0970'KINGS MILL (ON THE HIGHEST POINT OF A HEAVILY WOODED HILL)  ON THE
 OJ0970'PROPERTY OF MRS. DORA CHENEY.  THE MARK IS 21 FT.  S OF A 12-IN. OAK
 OJ0970'TREE WITH A TRIANGLE BLAZE ON THE W SIDE, AND 3 FT. W OF A WHITE
 OJ0970'WITNESS POST.  THE MONUMENT PROJECTS 2 IN., AND THE DISK IS STAMPED
 OJ0970'CHENEY 1943 (NOTES 1A AND 7A)
 OJ0970'
 OJ0970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 24 IN
 OJ0970'LAPEER, GO N ON STATE HIGHWAY 24 (MAIN STREET) FOR 2.65 MI. TO A SIDE
 OJ0970'ROAD RIGHT (DALEY ROAD)   TURN RIGHT AND GO E ON DALEY ROAD FOR 3.0
 OJ0970'MI. TO A CROSSROAD.  TURN LEFT AND GO N ON FISH LAKE ROAD FOR 3.5 MI.
 OJ0970'TO ANOTHER CROSSROAD.  TURN RIGHT AND GO E ON KINGS MILL ROAD FOR 1.0
 OJ0970'MI. TO A CROSSROAD.  CONTINUE E ON KINGS MILL ROAD FOR 1.5 MI.  TO A
 OJ0970'SIDE ROAD RIGHT.  TURN RIGHT ON CEDAR LAKE ROAD AND GO S FOR 0.65 MI.
 OJ0970'TO A 10-IN. OAK TREE WITH A TRIANGLE BLAZE ON ITS N SIDE.
 OJ0970'
 OJ0970'(*) TURN LEFT LEAVING THE ROAD, GO E (PICKING WAY AROUND TREES) FOR
 OJ0970'ABOUT 0.2 MI. TO THE HIGHEST POINT OF A HILL AND THE STATION AS
 OJ0970'DESCRIBED.
 OJ0970'
 OJ0970'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE S ON CEDAR
 OJ0970'LAKE ROAD FOR 0.35 MI. TO THE JUNCTION WITH BIRCH LAKE ROAD AND THE
 OJ0970'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OJ0970'
 OJ0970'REFERENCE MARK 1 IS 102 FT. E OF A WHITE WITNESS POST, 19 FT.  N OF A
 OJ0970'TWIN 18-IN.  OAK TREE, 7 FT. W OF A 10-IN. OAK TREE.  THE MONUMENT
 OJ0970'PROJECTS 3 IN., AND THE DISK IS STAMPED CHENEY NO 1 1943 (NOTE 11A)
 OJ0970'
 OJ0970'REFERENCE MARK 2 IS 102 FT. NW OF A WHITE WITNESS POST, 8 FT.  N OF A
 OJ0970'12-IN. OAK TREE, AND 8 FT. N OF A 10-IN. ASPIN TREE WITH A TRIANGLE
 OJ0970'BLAZE ON THE W SIDE.  THE MONUMENT PROJECTS 4 IN., AND THE DISK IS
 OJ0970'STAMPED CHENEY NO 2 1943 (NOTE 11A)
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS 69 FT. E OF THE CENTERLINE OF CEDAR LAKE ROAD, 27
 OJ0970'FT. N OF THE CENTERLINE OF BIRCH LAKE ROAD, 46 FT. E OF A FENCE
 OJ0970'CORNER, 2 FT. N OF A FENCE, AND 3 FT. NE OF A WHITE WITNESS POST.  THE
 OJ0970'MONUMENT PROJECTS 4 IN., AND THE DISK IS STAMPED CHENEY 1943
 OJ0970'(NOTE 16A)
 OJ0970'
 OJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0486 ***********************************************************************
 PL0486  DESIGNATION -  CHENEY
 PL0486  PID         -  PL0486
 PL0486  STATE/COUNTY-  MI/CRAWFORD
 PL0486  COUNTRY     -  US
 PL0486  USGS QUAD   -  PERE CHENEY (2017)
 PL0486
 PL0486                         *CURRENT SURVEY CONTROL
 PL0486  ______________________________________________________________________
 PL0486* NAD 83(1994) POSITION- 44 34 21.31049(N) 084 41 22.38293(W)   ADJUSTED
 PL0486* NAVD 88 ORTHO HEIGHT -   453.3   (meters)     1487.    (feet) VERTCON3
 PL0486  ______________________________________________________________________
 PL0486  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 PL0486  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 PL0486  HORZ ORDER      -  SECOND
 PL0486
 PL0486.The horizontal coordinates were established by classical geodetic methods
 PL0486.and adjusted by the National Geodetic Survey in February 1997.
 PL0486
 PL0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0486
 PL0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0486.GEOID18 height accuracy estimate available here.
 PL0486
 PL0486.Click photographs - Photos may exist for this station.
 PL0486
 PL0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0486
 PL0486. The following values were computed from the NAD 83(1994) position.
 PL0486
 PL0486;                    North         East     Units Scale Factor Converg.
 PL0486;SPC MI C     -   139,609.294 5,974,354.818   MT  0.99993353   -0 13 41.1
 PL0486;SPC MI C     -   458,035.74 19,600,901.63   iFT  0.99993353   -0 13 41.1
 PL0486;UTM  16      - 4,938,068.490   683,448.294   MT  1.00001387   +1 37 19.0
 PL0486
 PL0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0486!SPC MI C     -   0.99993433  x   0.99993353  =   0.99986786
 PL0486!UTM  16      -   0.99993433  x   1.00001387  =   0.99994820
 PL0486
 PL0486:                Primary Azimuth Mark                     Grid Az
 PL0486:SPC MI C     -  CHENEY AZ MK 2                           308 30 29.8
 PL0486:UTM  16      -  CHENEY AZ MK 2                           306 39 29.7
 PL0486
 PL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8344838068(NAD 83)
 PL0486
 PL0486|---------------------------------------------------------------------|
 PL0486| PID    Reference Object                     Distance      Geod. Az  |
 PL0486|                                                           dddmmss.s |
 PL0486| CH0995 CHENEY RM 1 RESET                    23.759 METERS 04513     |
 PL0486| CH0994 CHENEY RM 1                          23.750 METERS 04515     |
 PL0486| CH0996 CHENEY RM 2                          24.582 METERS 11539     |
 PL0486| PL0487 CHENEY RM 2                          24.575 METERS 11539     |
 PL0486| CH0992 CHENEY AZ MK                                       3080648.5 |
 PL0486| CH0993 CHENEY AZ MK 2                                     3081648.7 |
 PL0486| PL0489 GRAYLING MUNICIPAL TANK             APPROX.10.0 KM 3485023.4 |
 PL0486|---------------------------------------------------------------------|
 PL0486
 PL0486                          SUPERSEDED SURVEY CONTROL
 PL0486
 PL0486  NAD 83(1986)-  44 34 21.30496(N)    084 41 22.38738(W) AD(       ) 2
 PL0486  NAD 27      -  44 34 21.24627(N)    084 41 22.29118(W) AD(       ) 2
 PL0486  NGVD 29 (07/19/86)  453.4    (m)         1488.     (f) VERT ANG       
 PL0486
 PL0486.Superseded values are not recommended for survey control.
 PL0486
 PL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0486.See file dsdata.pdf to determine how the superseded data were derived.
 PL0486
 PL0486_MARKER: DS = TRIANGULATION STATION DISK
 PL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0486_STAMPING: CHENEY 1932
 PL0486_MARK LOGO: CGS
 PL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0486+STABILITY: SURFACE MOTION
 PL0486
 PL0486  HISTORY     - Date     Condition        Report By
 PL0486  HISTORY     - 1932     MONUMENTED       CGS
 PL0486  HISTORY     - 1932     GOOD             CGS
 PL0486  HISTORY     - 1949     GOOD             CGS
 PL0486  HISTORY     - 1965     GOOD             MIDH
 PL0486  HISTORY     - 1980     GOOD             MIDH
 PL0486
 PL0486                          STATION DESCRIPTION
 PL0486
 PL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0486'ABOUT 6 MILES SOUTH OF GRAYLING, 7 MILES NORTH-NORTHWEST OF ROSCOMMON,
 PL0486'2-3/4 MILES WEST OF PERE CHENEY, ON HIGHEST PART OF WESTERLY PEAK OF
 PL0486'PROMINENT RIDGE WITH GRAVEL PIT ON NORTHEAST SLOPE, 20 FEET SOUTHEAST
 PL0486'OF 4-INCH OAK TREE WITH TRIANGULAR BLAZE, 28 FEET SOUTHEAST OF
 PL0486'CENTER-LINE OF ROAD, AND 26 FEET NORTHEAST OF 6-INCH OAK TREE WITH
 PL0486'TRIANGULAR BLAZE ON WEST SIDE.
 PL0486'
 PL0486'TO REACH FROM GRAYLING, GO SOUTH 6.4 MILES ON U.S. ROUTE 27 TO PRIVATE
 PL0486'ROAD LEADING TO LEFT OF SMALL FRAME HOUSE AND LOG BARN INSIDE FENCED
 PL0486'ENCLOSURE, GO AROUND LEFT SIDE OF FENCED PLOT TO OLD ROAD ON EAST
 PL0486'SIDE, AND FOLLOW THIS ROAD 1.2 MILES TO STATION SITE.
 PL0486'
 PL0486'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0486'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 PL0486'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0486'
 PL0486'NO. 1 PROJECTS 3 INCHES, IS 12 FEET SOUTH OF CENTER-LINE OF ROAD, 5
 PL0486'FEET SOUTHWEST OF GROUP OF SMALL OAK TREES, AND 77.92 FEET FROM
 PL0486'STATION IN AZIMUTH 225 DEG 15 MIN.
 PL0486'
 PL0486'NO. 2 PROJECTS 4 INCHES, IS 98 FEET SOUTH OF CENTER-LINE OF ROAD, 6
 PL0486'FEET WEST OF 6-INCH OAK TREE, AND 80.65 FEET FROM STATION IN AZIMUTH
 PL0486'295 DEG 39 MIN.
 PL0486'
 PL0486'AZIMUTH MARK PRJECTS 6 INCHES, IS 35 FEET WEST OF CENTER-LINE OF U. S.
 PL0486'ROUTE 27, 185 FEET NORTH OF INTERSECTION OF U. S. ROUTE 27 AND AN
 PL0486'EAST-AND-WEST GRAVEL ROAD, 150 FEET WEST OF TAR-PAPER-COVERED HOUSE,
 PL0486'AND APPROXIMATELY 1.4 MILES FROM STATION IN AZIMUTH 128 DEG 06 MIN 45
 PL0486'SEC.
 PL0486
 PL0486                          STATION RECOVERY (1932)
 PL0486
 PL0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0486'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0486'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED AND IT
 PL0486'IS PRESUMED DESTROYED.  DUE TO THE EXCESSIVE TIME THAT WOULD BE
 PL0486'EXPENDED IN CLEARING TIMBER NO LOCATION WAS FOUND TO ESTABLISH AN
 PL0486'AZIMUTH MARK.  DUE TO POWERLINE AND FILL DIRT THE STATION WAS NOT
 PL0486'OCCUPIED AT THIS TIME.  A TRAVERSE TIE WAS MADE TO REFERENCE MARK 2,
 PL0486'DISTANCE BEING 24.575 METERS OR 80.63 FEET.  REFERENCE MARK 2 WAS
 PL0486'OCCUPIED AT THIS TIME.  A CHECK WAS MADE FOR DISTANCE TO REFERENCE
 PL0486'MARK 1, A DIFFERENCE OF PLUS .016 METERS WAS NOTED FROM THE 1949
 PL0486'MEASUREMENT.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 PL0486'
 PL0486'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF GRAYLING, 5
 PL0486'MILES NORTH-NORTHEAST OF THE NORTH EDGE OF HIGGINS LAKE,1-1/4 MILE
 PL0486'EAST OF INTERSTATE 75 AND ON THE HIGHEST PART OF A WESTERLY PEAK OF A
 PL0486'PROMINENT RIDGE AND NEAR THE SKYLINE SKI LODGE.  THE MANAGER OF THE
 PL0486'LODGE IS MR. ERNIE NYE, ROUTE 1, BOX 328, GRAYLING, MICHIGAN 49738.
 PL0486'
 PL0486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 PL0486'BUSINESS LOOP INTERSTATE 75 IN THE EAST PART OF GRAYLING GO SOUTHEAST
 PL0486'ON BUSINESS LOOP INTERSTATE 75 FOR 0.9 MILE TO THE JUNCTION WITH
 PL0486'INTERSTATE 75, GO SOUTH ON INTERSTATE 75 FOR 3 MILES TO THE JUNCTION
 PL0486'OF FOUR MILE ROAD (EXIT 251)   TURN LEFT AND GO EAST ON FOUR MILE ROAD
 PL0486'CROSSING OVER INTERSTATE FOR 0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER
 PL0486'PASSING THE EXIT AND ENTRANCE OF THE NORTH BOUND LANE OF INTERSTATE
 PL0486'75.  TURN RIGHT AND GO SOUTH ON OLD U.S. HIGHWAY 27 FOR 1.7 MILES TO A
 PL0486'SIDE ROAD LEFT AND SIGN SKYLINE 1 MILE. TURN LEFT AND GO EASTERLY UP
 PL0486'HILL ON AN ASPHALT ROAD FOR 0.95 MILE TO THE SKYLINE LODGE, ON THE
 PL0486'LEFT.  THE STATION IS ABOUT 100 YARDS EAST OF LODGE.
 PL0486'
 PL0486'STATION MARKS, STAMPED---CHENEY 1932---, ARE STANDARD DISKS.  THE
 PL0486'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 PL0486'THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS 58.2 FEET NORTHEAST
 PL0486'OF THE NORTHEAST LEG OF SKI LIFT, 24 FEET WEST OF THE APPROXIMATE
 PL0486'CENTER OF TRACK ROAD AND 2 FEET SOUTH OF METAL WITNESS POST WITH SIGN
 PL0486'ATTACHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 PL0486'OF CONCRETE.  IT IS ASSUMED THAT THE UNDERGROUND MARK IS 66 INCHES
 PL0486'BELOW THE GROUND SURFACE.
 PL0486'
 PL0486'REFERENCE MARK 1, STAMPED---CHENEY NO 1 1932 RESET 1949---, IS A
 PL0486'STANDARD DISK. IT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET
 PL0486'WEST OF SKI LIFT WINCH, 13 FEET EAST OF APPROXIMATE CENTER OF TRACK
 PL0486'ROAD, 5 FEET SOUTH OF TRIPLE TRUNK TREE AND 3 FEET SOUTHWEST OF METAL
 PL0486'WITNESS POST WITH SIGN ATTACHED.
 PL0486'
 PL0486'REFERENCE MARK 2, STAMPED---CHENEY NO 2 1932 RESET 1949---, IS A
 PL0486'STANDARD DISK.  THE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 PL0486'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66
 PL0486'FEET NORTH OF A 20-INCH OAK TREE, 62 FEET SOUTH-SOUTH WEST OF SKI LIFT
 PL0486'HOUSE AND 56 FEET EAST OF THE APPROXIMATE CENTER OF TRACK ROAD.
 PL0486'
 PL0486'NO DIRECTIONS TAKEN THIS DATE, HOWEVER, THE DISTANCES TO THE REFERENCE
 PL0486'MARKS WERE MEASURED.  REFERENCE MARK 1 EQUALS 27.875 M, 91.45 FT.
 PL0486'REFERENCE MARK 2 EQUALS 24.575 M, 80.63 FT.  REFERENCE MARK 1 TO
 PL0486'REFERENCE MARK 2 EQUALS 23.775 M, 78.00 FT.
 PL0486'
 PL0486'A 1/2-INCH RE-INFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  DESCRIBED
 PL0486'BY H.C. HOWES.
 PL0486
 PL0486                          STATION RECOVERY (1949)
 PL0486
 PL0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0486'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS FOUND IN
 PL0486'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 AS DESCRIBED IN 1932 WERE IN
 PL0486'ERROR, AS A TIN CAN WAS SET IN THE CONCRETE BLOCK INSTEAD OF A DISK,
 PL0486'AND ONLY A 3 INCH HOLE REMAINS AS THE TIN HAS RUSTED OUT.  STANDARD
 PL0486'DISKS WERE CEMENTED IN THE HOLES BY THIS PARTY.  THE AZIMUTH MARK WAS
 PL0486'DESTROYED DUE TO HIGHWAY CONSTRUCTION AND A NEW AZIMUTH MARK WAS SET.
 PL0486'A COMPLETE DESCRIPTION FOLLOWS.
 PL0486'
 PL0486'STATION IS LOCATED ABOUT 6 MILES SOUTH OF GRAYLING ON THE HIGHEST PART
 PL0486'OF A WESTERLY PEAK OF A PROMINENT RIDGE WITH A GRAVEL PIT ON THE
 PL0486'NORTHEAST SLOPE.  IT IS 29 FEET SOUTH OF THE CENTER OF THE ROAD, 26
 PL0486'FEET EAST OF A 12 INCH OAK TREE, 6 FEET SOUTHWEST OF A WHITE WITNESS
 PL0486'POST AND ABOUT 200 FEET SOUTHEAST OF A LOG CABIN.  THE MARK PROJECTS
 PL0486'ABOUT 2 INCHES AND THE DISK IS STAMPED CHENEY 1932.
 PL0486'
 PL0486'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 12 FEET NORTH
 PL0486'OF THE ROAD AND 6 FEET WEST OF A 10 INCH OAK TREE.  THE MARK PROJECTS
 PL0486'ABOUT 3 INCHES AND THE DISK IS STAMPED CHENEY 1932 NO 1 RESET 1949.
 PL0486'(NOTE 11A)
 PL0486'
 PL0486'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  IT IS 14 FEET SOUTH
 PL0486'OF A CLUSTER OF 9 SMALL BEECH TREES AND 10 FEET NORTH OF A 10 INCH OAK
 PL0486'TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CHENEY
 PL0486'1932 NO 2 RESET 1949.  (NOTE 11A)
 PL0486'
 PL0486'AZIMUTH MARK IS 125 FEET EAST OF U.S. HIGHWAY 27, 108 FEET NORTH OF A
 PL0486'DIRT ROAD, 40 FEET NORTH OF A POWER POLE, 3 FEET NORTH OF A HIGHWAY
 PL0486'MARKER AND ONE FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 PL0486'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CHENEY 1949.  (NOTE
 PL0486'11A.)
 PL0486'
 PL0486'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 27 AND STATE
 PL0486'HIGHWAY 18 ABOUT 6 MILES SOUTH OF GRAYLING, GO SOUTHEAST ON HIGHWAY 18
 PL0486'FOR 0.1 MILE TO WHERE THE HIGHWAY TURN RIGHT AND A DIRT ROAD LEFT,
 PL0486'TURN LEFT ON DIRT ROAD AND GO 1.2 MILES TO THE TOP OF RIDGE AND
 PL0486'STATION AS DESCRIBED.
 PL0486'
 PL0486'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND 18
 PL0486'GO NORTH ON HIGHWAY 27 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT
 PL0486'AS DESCRIBED.
 PL0486'
 PL0486'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0486'
 PL0486'DISTANCE AND DIRECTION TO AZIMUTH AND REFERENCE MARKS AND OBJECTS
 PL0486'VISIBLE FROM GROUND.
 PL0486
 PL0486                          STATION RECOVERY (1965)
 PL0486
 PL0486'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1965
 PL0486'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PL0486'
 PL0486'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 PL0486'
 PL0486'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 PL0486'
 PL0486'EXTENSIVE DEVELOPMENT ON HILLTOP IN VICINITY OF CHENEY BY SKYLINE
 PL0486'SKI-RESORT.
 PL0486
 PL0486                          STATION RECOVERY (1980)
 PL0486
 PL0486'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0486'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 AND 2 WERE
 PL0486'RECOVERED IN GOOD CONDITION.  THE STATION MARK IS ON A SKI LIFT HILL
 PL0486'AND WAS COVERED WITH 4.5 FEET OF FILL DIRT.  THIS PARTY SET A 4 FOOT
 PL0486'SECTION OF CORRUGATED METAL PIPE OVER THE MONUMENT AND COVERED WITH A
 PL0486'CONCRETE LID.  THE DIRECTION AND DISTANCES WERE NOT MEASURED.  A NEW
 PL0486'DESCRIPTION AND TO REACH FOLLOWS.
 PL0486'
 PL0486'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF GRAYLING AND 0.9 MILE
 PL0486'EAST OF OLD US 27, ON THE HIGHEST SKI LIFT HILL OF SKYLINE SKI RESORT,
 PL0486'IN THE SOUTHEAST QUARTER OF SECTION 9  T25N  R3W.
 PL0486'
 PL0486'TO REACH THE STATION FROM THE JUNCTION OF M 72 AND BUSINESS I 75 ON
 PL0486'THE SOUTH OF GRAYLING, GO SOUTH ON I 75 4.05 MILES TO 4 MILE ROAD EXIT
 PL0486'AND TURN LEFT AND GO EAST 0.3 MILE TO OLD US 27, TURN RIGHT AND GO
 PL0486'SOUTH  ON OLD 27 1.8 MILES TO SKYLINE ROAD, TURN LEFT AND GO EAST ON
 PL0486'SKYLINE ROAD 0.95 MILE TO THE MAIN PARKING LOT SOUTH OF THE SKI LODGE
 PL0486'OF THE RESORT AND THE STATION ON TOP OF THE SKI LIFT HILL.   TO REACH
 PL0486'THE AZIMUTH MARK FROM I 75 AND 4 MILE ROAD CONTINUE SOUTH ON I 75 FOR
 PL0486'ONE MILE TO WHERE I 75 AND US 27 SPLIT AND THE AZIMUTH MARK IS ON THE
 PL0486'LEFT IN THE MEDIAN.
 PL0486'
 PL0486'THE STATION IS A STANDARD CGS DISK STAMPED---CHENEY 1932---SET IN THE
 PL0486'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT 4.5 FEET BELOW THE SURFACE,
 PL0486'WITH 4 FEET OF 18 INCH DIAMETER CORRUGATED METAL PIPE SET VERTICAL
 PL0486'WITH A CONCRETE LID OVER MONUMENT.  IT IS N40E 58 FEET FROM THE NE
 PL0486'STEEL POST OF THE CHAIR LIFT, S75E 56 FEET FROM THE SE CORNER OF A 7
 PL0486'BY 11 FOOT CONCRETE SLAB OF A 4 BY 6 FOOT STRUCTURE, 200 FEET N70E
 PL0486'FROM THE SOUTHEAST CORNER OF THE SKI LODGE AND 15 FEET S52W FROM A
 PL0486'POWER POLE.
 PL0486'THE AZIMUTH MARK IS A STANDARD CGS DISK STAMPED---CHENEY 1949---SET
 PL0486'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PL0486'GROUND SURFACE.  IT IS WEST 66 FEET FROM THE CENTER OF SOUTHBOUND I 75
 PL0486'AND 72 FEET NORTHWEST FROM THE NORTH END OF A ROW OF GUARDPOSTS AND 3
 PL0486'FEET NORTH OF AN OLD RIGHT OF WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0487 ***********************************************************************
 PL0487  DESIGNATION -  CHENEY RM 2
 PL0487  PID         -  PL0487
 PL0487  STATE/COUNTY-  MI/CRAWFORD
 PL0487  COUNTRY     -  US
 PL0487  USGS QUAD   -  PERE CHENEY (2017)
 PL0487
 PL0487                         *CURRENT SURVEY CONTROL
 PL0487  ______________________________________________________________________
 PL0487* NAD 83(1994) POSITION- 44 34 20.96585(N) 084 41 21.37890(W)   ADJUSTED
 PL0487* NAVD 88 ORTHO HEIGHT -   452.5   (meters)     1485.    (feet) VERTCON3
 PL0487  ______________________________________________________________________
 PL0487  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 PL0487  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 PL0487  HORZ ORDER      -  FIRST
 PL0487
 PL0487.The horizontal coordinates were established by classical geodetic methods
 PL0487.and adjusted by the National Geodetic Survey in February 1997.
 PL0487
 PL0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0487
 PL0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0487.GEOID18 height accuracy estimate available here.
 PL0487
 PL0487.Click photographs - Photos may exist for this station.
 PL0487
 PL0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0487
 PL0487. The following values were computed from the NAD 83(1994) position.
 PL0487
 PL0487;                    North         East     Units Scale Factor Converg.
 PL0487;SPC MI C     -   139,598.568 5,974,376.927   MT  0.99993354   -0 13 40.4
 PL0487;SPC MI C     -   458,000.55 19,600,974.17   iFT  0.99993354   -0 13 40.4
 PL0487;UTM  16      - 4,938,058.483   683,470.740   MT  1.00001397   +1 37 19.7
 PL0487
 PL0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0487!SPC MI C     -   0.99993446  x   0.99993354  =   0.99986800
 PL0487!UTM  16      -   0.99993446  x   1.00001397  =   0.99994842
 PL0487
 PL0487:                Primary Azimuth Mark                     Grid Az
 PL0487:SPC MI C     -  GRAYLING GEN TEL KQN 98 MAST             219 18 45.1
 PL0487:UTM  16      -  GRAYLING GEN TEL KQN 98 MAST             217 27 45.0
 PL0487
 PL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8347038058(NAD 83)
 PL0487
 PL0487|---------------------------------------------------------------------|
 PL0487| PID    Reference Object                     Distance      Geod. Az  |
 PL0487|                                                           dddmmss.s |
 PL0487| PL0488 GRAYLING GEN TEL KQN 98 MAST        419.300 METERS 2190504.7 |
 PL0487| PL0486 CHENEY                               24.575 METERS 29539     |
 PL0487| PL0490 AIRPORT BCN GRAYLING APT            APPROX.12.2 KM 3471551.4 |
 PL0487| CH0994 CHENEY RM 1                          23.775 METERS 34905     |
 PL0487|---------------------------------------------------------------------|
 PL0487
 PL0487                          SUPERSEDED SURVEY CONTROL
 PL0487
 PL0487  NAD 83(1986)-  44 34 20.96041(N)    084 41 21.38360(W) AD(       ) 1
 PL0487  NAD 27      -  44 34 20.90152(N)    084 41 21.28725(W) AD(       ) 1
 PL0487  NGVD 29 (07/19/86)  452.6    (m)         1485.     (f) VERT ANG       
 PL0487
 PL0487.Superseded values are not recommended for survey control.
 PL0487
 PL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0487.See file dsdata.pdf to determine how the superseded data were derived.
 PL0487
 PL0487_MARKER: DR = REFERENCE MARK DISK
 PL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0487_STAMPING: CHENEY NO 2 1932 RESET 1949
 PL0487_MARK LOGO: CGS
 PL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0487+STABILITY: SURFACE MOTION
 PL0487
 PL0487  HISTORY     - Date     Condition        Report By
 PL0487  HISTORY     - 1949     MONUMENTED       CGS
 PL0487  HISTORY     - 1976     GOOD             NGS
 PL0487
 PL0487                          STATION DESCRIPTION
 PL0487
 PL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0487'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 PL0487'GRAYLING, 5 MILES NORTH-NORTHEAST OF THE NORTH EDGE OF HIGGINS
 PL0487'LAKE, 1-1/4 MILE EAST OF INTERSTATE 75 AND ON THE HIGHEST PART
 PL0487'OF A WESTERLY PEAK OF A PROMINENT RIDGE AND NEAR THE SKYLINE
 PL0487'SKI LODGE.  THE MANAGER OF THE LODGE IS MR. ERNIE NYE, ROUTE 1,
 PL0487'BOX 328, GRAYLING, MICHIGAN 49738
 PL0487'
 PL0487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 PL0487'BUSINESS LOOP INTERSTATE 75 IN THE EASTERLY PART OF GRAYLING,
 PL0487'GO SOUTHEAST ON BUSINESS LOOP INTERSTATE 75 FOR 0.9 MILE TO THE
 PL0487'JUNCTION WITH INTERSTATE 75, GO SOUTH ON INTERSTATE 75 FOR 3
 PL0487'MILES TO THE JUNCTION OF FOUR MILE ROAD (EXIT 251). TURN LEFT
 PL0487'AND GO EAST ON FOUR MILE ROAD CROSSING OVER INTERSTATE FOR
 PL0487'0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER PASSING THE EXIT AND
 PL0487'ENTRANCE OF THE NORTH BOUND LAND OF INTERSTATE 75.  TURN RIGHT
 PL0487'AND GO SOUTH ON OLD U.S. HIGHWAY 27 FOR 1.7 MILES TO A SIDE
 PL0487'ROAD LEFT AND SIGN SKYLINE 1 MILE.  TURN LEFT AND GO
 PL0487'EASTERLY, UP HILL, ON AN ASPHALT ROAD FOR 0.95 MILE TO THE
 PL0487'SKYLINE LODGE, ON THE LEFT.  THE STATION IS ABOUT 100 YARDS
 PL0487'EAST OF THE LODGE.
 PL0487'
 PL0487'THE STATION MARK, STAMPED---CHENEY NO 2 1932 RESET 1949---,
 PL0487'IS A STANDARD
 PL0487'REFERENCE DISK.  THE DISK IS SET IN THE TOP OF A 12-INCH
 PL0487'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 PL0487'IT IS 66 FEET NORTH OF A 20-INCH OAK TREE, 62 FEET
 PL0487'SOUTH-SOUTHWEST OF SKI LIFT HOUSE AND 56 FEET EAST OF THE
 PL0487'APPROXIMATE CENTER OF TRACK ROAD.
 PL0487'
 PL0487'STATION CHENEY, STAMPED---CHENEY 1932---, ARE STANDARD DISKS.
 PL0487'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PL0487'MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS
 PL0487'58.2 FEET NORTHEAST OF THE NORTHEAST LEG OF SKI LIFT, 24 FEET
 PL0487'WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 2 FEET SOUTH
 PL0487'OF METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK
 PL0487'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS
 PL0487'ASSUMED THAT THE UNDERGROUND MARK IS 66 INCHES BELOW THE
 PL0487'GROUND SURFACE.
 PL0487'
 PL0487'REFERENCE MARK 1, STAMPED---CHENEY NO 1 1932 RESET 1949---, IS
 PL0487'A STANDARD DISK.  IT IS SET IN THE TOP OF A 12-INCH
 PL0487'SQUARE CONCRETE MONUMENT
 PL0487'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET
 PL0487'WEST OF SKI LIFT WINCH, 13 FEET EAST OF APPROXIMATE CENTER OF
 PL0487'TRACK ROAD, 5 FEET SOUTH OF TRIPLE TRUNK TREE AND 3 FEET
 PL0487'SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 PL0487'
 PL0487'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 PL0487'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 26.4 METERS.
 PL0487'DESCRIBED BY H.C. HOWES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0189 ***********************************************************************
 OJ0189  DESIGNATION -  CHERRY USLS
 OJ0189  PID         -  OJ0189
 OJ0189  STATE/COUNTY-  MI/SANILAC
 OJ0189  COUNTRY     -  US
 OJ0189  USGS QUAD   -  RICHMONDVILLE (2017)
 OJ0189
 OJ0189                         *CURRENT SURVEY CONTROL
 OJ0189  ______________________________________________________________________
 OJ0189* NAD 83(1986) POSITION- 43 31 07.     (N) 082 34 41.     (W)   SCALED
 OJ0189* NAVD 88 ORTHO HEIGHT -   182.839 (meters)      599.86  (feet) ADJUSTED
 OJ0189  ______________________________________________________________________
 OJ0189  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 OJ0189  DYNAMIC HEIGHT  -        182.804 (meters)      599.75  (feet) COMP
 OJ0189  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 OJ0189
 OJ0189  VERT ORDER      -  FIRST     CLASS 0
 OJ0189
 OJ0189.The horizontal coordinates were scaled from a map and have
 OJ0189.an estimated accuracy of +/- 6 seconds.
 OJ0189
 OJ0189.The orthometric height was determined by differential leveling and
 OJ0189.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0189.in June 1991.
 OJ0189
 OJ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0189.GEOID18 height accuracy estimate available here.
 OJ0189
 OJ0189.Click photographs - Photos may exist for this station.
 OJ0189
 OJ0189.The dynamic height is computed by dividing the NAVD 88
 OJ0189.geopotential number by the normal gravity value computed on the
 OJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0189.degrees latitude (g = 980.6199 gals.).
 OJ0189
 OJ0189.The modeled gravity was interpolated from observed gravity values.
 OJ0189
 OJ0189;                    North         East    Units  Estimated Accuracy
 OJ0189;SPC MI S     -   225,770.    4,144,600.      MT  (+/- 180 meters Scaled)
 OJ0189
 OJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ724196(NAD 83)
 OJ0189
 OJ0189                          SUPERSEDED SURVEY CONTROL
 OJ0189
 OJ0189  NGVD 29 (11/26/84)  182.956  (m)          600.25   (f) ADJUSTED    1 0
 OJ0189
 OJ0189.Superseded values are not recommended for survey control.
 OJ0189
 OJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0189.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0189
 OJ0189_MARKER: Z = SEE DESCRIPTION
 OJ0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0189_SP_SET: BRIDGE
 OJ0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0189
 OJ0189  HISTORY     - Date     Condition        Report By
 OJ0189  HISTORY     - 1970     MONUMENTED       USLS
 OJ0189  HISTORY     - 1970     GOOD             USLS
 OJ0189  HISTORY     - 1980     GOOD             NGS
 OJ0189  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0189
 OJ0189                          STATION DESCRIPTION
 OJ0189
 OJ0189'DESCRIBED BY US LAKE SURVEY 1970
 OJ0189'6.3 MI N FROM PORT SANILAC.
 OJ0189'CHERRY IS IN SANILAC COUNTY, MICHIGAN, ABOUT 6.3 MILES NORTH
 OJ0189'ON U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE
 OJ0189'ROAD (U.S. 25) IN PORT SANILAC, ON THE UPPER TIER OF THE NORTH
 OJ0189'WINGWALL OF THE BRIDGE OVER CHERRY CREEK, 0.7 FEET SOUTHEAST
 OJ0189'OF THE MOST NORTHWESTERLY FACE AND 0.7 FEET NORTHEAST OF THE
 OJ0189'MOST SOUTHWESTERLY FACE OF WINGWALL, BEING HIGHEST POINT ON
 OJ0189'TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF THE
 OJ0189'WALL.  BM CHERRY 1970.
 OJ0189
 OJ0189                          STATION RECOVERY (1980)
 OJ0189
 OJ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0189'10.5 KILOMETERS (6.5 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0189'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, SET IN THE WEST END
 OJ0189'OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER CHERRY CREEK,
 OJ0189'6.2 METERS (20.3 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 OJ0189'METERS (4.9 FEET) WEST OF THE NORTHWEST CORNER OF THE PILLAR ON
 OJ0189'THE WEST SIDE OF THE BRIDGE FOR A METAL HAND RAILING, 0.2 METER
 OJ0189'(0.7 FOOT) EAST OF THE WEST FACE OF THE ABUTMENT, 0.2 METER (0.7
 OJ0189'FOOT) NORTH OF THE SOUTH FACE OF THE ABUTMENT.
 OJ0189'THE MARK IS 0.5 M BELOW HIGHWAY.
 OJ0189
 OJ0189                          STATION RECOVERY (1994)
 OJ0189
 OJ0189'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DG6564 ***********************************************************************
 DG6564  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6564  DESIGNATION -  CHESANING CORS ARP
 DG6564  CORS_ID     -  CHSN
 DG6564  PID         -  DG6564
 DG6564  STATE/COUNTY-  MI/SAGINAW
 DG6564  COUNTRY     -  US
 DG6564  USGS QUAD   -  CHESANING EAST (2017)
 DG6564
 DG6564                         *CURRENT SURVEY CONTROL
 DG6564  ______________________________________________________________________
 DG6564* NAD 83(2011) POSITION- 43 11 23.49669(N) 084 07 21.97728(W)   ADJUSTED
 DG6564* NAD 83(2011) ELLIP HT-   166.193 (meters)        (04/??/25)   ADJUSTED
 DG6564* NAD 83(2011) EPOCH   -  2010.00
 DG6564  ______________________________________________________________________
 DG6564  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 DG6564  NAD 83(2011) X  -    476,931.731 (meters)                     COMP
 DG6564  NAD 83(2011) Y  - -4,633,181.357 (meters)                     COMP
 DG6564  NAD 83(2011) Z  -  4,343,017.676 (meters)                     COMP
 DG6564
 DG6564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6564  Standards:
 DG6564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6564  -------------------------------------------------------------------
 DG6564  NETWORK    0.21   0.21           0.07   0.09   0.11     -0.36891500
 DG6564  -------------------------------------------------------------------
 DG6564
 DG6564.The coordinates were established by GPS observations
 DG6564.and adjusted by the National Geodetic Survey in April 2025.
 DG6564
 DG6564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6564.been affixed to the stable North American Tectonic Plate. 
 DG6564
 DG6564.The coordinates are valid at the epoch date displayed above
 DG6564.which is a decimal equivalence of Year/Month/Day.
 DG6564
 DG6564.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG6564.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG6564.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG6564.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG6564.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG6564.published epoch of 2010.00.
 DG6564
 DG6564.Additional information on MYCS is available at:
 DG6564.https://geodesy.noaa.gov/CORS/index.shtml
 DG6564
 DG6564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6564.GEOID18 height accuracy estimate available here.
 DG6564
 DG6564.The PID for the CORS L1 Phase Center is DR5936.
 DG6564
 DG6564.Click photographs - Photos may exist for this station.
 DG6564
 DG6564.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6564
 DG6564.The ellipsoidal height was determined by GPS observations
 DG6564.and is referenced to NAD 83.
 DG6564
 DG6564. The following values were computed from the NAD 83(2011) position.
 DG6564
 DG6564;                    North         East     Units Scale Factor Converg.
 DG6564;SPC MI S     -   187,735.899 4,019,824.514   MT  0.99992100   +0 09 57.5
 DG6564;SPC MI S     -   615,931.43 13,188,400.64   iFT  0.99992100   +0 09 57.5
 DG6564;UTM  16      - 4,785,918.367   733,801.144   MT  1.00027249   +1 58 12.4
 DG6564
 DG6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6564!SPC MI S     -   0.99997394  x   0.99992100  =   0.99989494
 DG6564!UTM  16      -   0.99997394  x   1.00027249  =   1.00024642
 DG6564
 DG6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3380185918(NAD 83)
 DG6564
 DG6564                          SUPERSEDED SURVEY CONTROL
 DG6564
 DG6564  NAD 83(2011)-  43 11 23.49684(N)    084 07 21.97724(W) AD(2010.00) c
 DG6564  ELLIP H (05/??/21)  166.190  (m)                       GP(2010.00) c c
 DG6564  NAD 83(2011)-  43 11 23.49687(N)    084 07 21.97726(W) AD(2010.00) c
 DG6564  ELLIP H (07/??/20)  166.170  (m)                       GP(2010.00) c c
 DG6564  NAD 83(2011)-  43 11 23.49681(N)    084 07 21.97727(W) AD(2010.00) c
 DG6564  ELLIP H (06/??/19)  166.184  (m)                       GP(2010.00) c c
 DG6564  NAD 83(2011)-  43 11 23.49683(N)    084 07 21.97722(W) AD(2010.00) c
 DG6564  NAD 83(2011)-  43 11 23.49671(N)    084 07 21.97723(W) AD(2010.00) c
 DG6564  ELLIP H (08/??/11)  166.180  (m)                       GP(2010.00) c c
 DG6564  NAD 83(CORS)-  43 11 23.49721(N)    084 07 21.97814(W) AD(2002.00) c
 DG6564  ELLIP H (08/??/04)  166.194  (m)                       GP(2002.00) c c
 DG6564
 DG6564.Superseded values are not recommended for survey control.
 DG6564
 DG6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6564.See file dsdata.pdf to determine how the superseded data were derived.
 DG6564
 DG6564_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6564
 DG6564                          STATION DESCRIPTION
 DG6564
 DG6564'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG6564'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG6564'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG6564'AND LOG FILES ACCESSIBLE AT:
 DG6564'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0520 ***********************************************************************
 OK0520  DESIGNATION -  CHESANING MUNICIPAL TANK
 OK0520  PID         -  OK0520
 OK0520  STATE/COUNTY-  MI/SAGINAW
 OK0520  COUNTRY     -  US
 OK0520  USGS QUAD   -  CHESANING EAST (2017)
 OK0520
 OK0520                         *CURRENT SURVEY CONTROL
 OK0520  ______________________________________________________________________
 OK0520* NAD 83(1994) POSITION- 43 11 07.35335(N) 084 06 50.60143(W)   ADJUSTED
 OK0520  ______________________________________________________________________
 OK0520  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 OK0520  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 OK0520  HORZ ORDER      -  THIRD
 OK0520
 OK0520.The horizontal coordinates were established by classical geodetic methods
 OK0520.and adjusted by the National Geodetic Survey in February 1997.
 OK0520
 OK0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0520.GEOID18 height accuracy estimate available here.
 OK0520
 OK0520.Click photographs - Photos may exist for this station.
 OK0520
 OK0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0520
 OK0520. The following values were computed from the NAD 83(1994) position.
 OK0520
 OK0520;                    North         East     Units Scale Factor Converg.
 OK0520;SPC MI S     -   187,239.844 4,020,534.429   MT  0.99992059   +0 10 18.9
 OK0520;SPC MI S     -   614,303.95 13,190,729.75   iFT  0.99992059   +0 10 18.9
 OK0520;UTM  16      - 4,785,444.740   734,526.580   MT  1.00027667   +1 58 33.3
 OK0520
 OK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3452685444(NAD 83)
 OK0520
 OK0520                          SUPERSEDED SURVEY CONTROL
 OK0520
 OK0520  NAD 83(1986)-  43 11 07.34791(N)    084 06 50.62258(W) AD(       ) 3
 OK0520  NAD 27      -  43 11 07.26000(N)    084 06 50.71200(W) AD(       ) 3
 OK0520
 OK0520.Superseded values are not recommended for survey control.
 OK0520
 OK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0520.See file dsdata.pdf to determine how the superseded data were derived.
 OK0520
 OK0520_MARKER: 53 = ELEVATED TANK
 OK0520
 OK0520  HISTORY     - Date     Condition        Report By
 OK0520  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0520  HISTORY     - 19940607 GOOD             USPSQD
 OK0520
 OK0520                          STATION DESCRIPTION
 OK0520
 OK0520'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1637 ***********************************************************************
 NF1637  DESIGNATION -  CHESTNUT
 NF1637  PID         -  NF1637
 NF1637  STATE/COUNTY-  MI/ALLEGAN
 NF1637  COUNTRY     -  US
 NF1637  USGS QUAD   -  MERSON (2017)
 NF1637
 NF1637                         *CURRENT SURVEY CONTROL
 NF1637  ______________________________________________________________________
 NF1637* NAD 83(1994) POSITION- 42 27 00.98925(N) 085 51 59.06432(W)   ADJUSTED
 NF1637* NAVD 88 ORTHO HEIGHT -   248.1   (meters)      814.    (feet) VERTCON3
 NF1637  ______________________________________________________________________
 NF1637  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 NF1637  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 NF1637  HORZ ORDER      -  FIRST
 NF1637
 NF1637.The horizontal coordinates were established by classical geodetic methods
 NF1637.and adjusted by the National Geodetic Survey in February 1997.
 NF1637
 NF1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1637
 NF1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1637.GEOID18 height accuracy estimate available here.
 NF1637
 NF1637.Click photographs - Photos may exist for this station.
 NF1637
 NF1637.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1637
 NF1637. The following values were computed from the NAD 83(1994) position.
 NF1637
 NF1637;                    North         East     Units Scale Factor Converg.
 NF1637;SPC MI S     -   106,652.986 3,876,639.697   MT  0.99993549   -1 01 14.2
 NF1637;SPC MI S     -   349,911.37 12,718,634.18   iFT  0.99993549   -1 01 14.2
 NF1637;UTM  16      - 4,700,394.135   593,217.292   MT  0.99970691   +0 45 54.6
 NF1637
 NF1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1637!SPC MI S     -   0.99996628  x   0.99993549  =   0.99990177
 NF1637!UTM  16      -   0.99996628  x   0.99970691  =   0.99967320
 NF1637
 NF1637:                Primary Azimuth Mark                     Grid Az
 NF1637:SPC MI S     -  CHESTNUT AZ MK                           258 32 45.5
 NF1637:UTM  16      -  CHESTNUT AZ MK                           256 45 36.7
 NF1637
 NF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9321700394(NAD 83)
 NF1637
 NF1637|---------------------------------------------------------------------|
 NF1637| PID    Reference Object                     Distance      Geod. Az  |
 NF1637|                                                           dddmmss.s |
 NF1637| CH0895 CHESTNUT RM 1                        11.525 METERS 10403     |
 NF1637| CH0896 CHESTNUT RM 2                        10.187 METERS 25545     |
 NF1637| CH0894 CHESTNUT AZ MK                                     2573131.3 |
 NF1637| NF1639 BERLAMONT WISC MICH PIPE MAST       APPROX.11.0 KM 2681251.1 |
 NF1637| NF1650 ALLEGAN CO MED FACILITY TANK        APPROX.14.3 KM 3594342.8 |
 NF1637|---------------------------------------------------------------------|
 NF1637
 NF1637                          SUPERSEDED SURVEY CONTROL
 NF1637
 NF1637  NAD 83(1986)-  42 27 00.98999(N)    085 51 59.07974(W) AD(       ) 1
 NF1637  NAD 27      -  42 27 00.86738(N)    085 51 58.99566(W) AD(       ) 1
 NF1637  NGVD 29 (07/19/86)  248.2    (m)          814.     (f) VERT ANG       
 NF1637
 NF1637.Superseded values are not recommended for survey control.
 NF1637
 NF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1637.See file dsdata.pdf to determine how the superseded data were derived.
 NF1637
 NF1637_MARKER: DS = TRIANGULATION STATION DISK
 NF1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1637_STAMPING: CHESTNUT 1969
 NF1637_MARK LOGO: CGS
 NF1637_PROJECTION: FLUSH
 NF1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1637+STABILITY: SURFACE MOTION
 NF1637
 NF1637  HISTORY     - Date     Condition        Report By
 NF1637  HISTORY     - 1969     MONUMENTED       CGS
 NF1637  HISTORY     - 1980     GOOD             MIDH
 NF1637  HISTORY     - 1989     GOOD             USPSQD
 NF1637  HISTORY     - 20020324 GOOD             USPSQD
 NF1637
 NF1637                          STATION DESCRIPTION
 NF1637
 NF1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1637'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF OTSEGO, 5 MILES SOUTH
 NF1637'OF ALLEGAN IN THE SOUTH 1/2 OF SEC. 20, T. 1 N., R. 13 W. AND ON THE
 NF1637'PROPERTY OWNED BY MR. JIM CHESTNUT.
 NF1637'
 NF1637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND STATE
 NF1637'HIGHWAY 89 IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO A
 NF1637'CROSSROAD.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 0.1 MILE TO A
 NF1637'LARGE BARN OPPOSITE THE JIM CHESTNUT HOME.  *TURN RIGHT, GO THROUGH A
 NF1637'GATE ON THE EAST SIDE OF THE BARN, AND GO NORTH ON A FARM LANE FOR
 NF1637'0.05 MILE TO A JUNCTION OF THE FARM LANES, A GATE STRAIGHT AHEAD AND A
 NF1637'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO EAST ON
 NF1637'THE FARM LANE FOR 155 FEET TO THE STATION ON THE LEFT.
 NF1637'
 NF1637'THE STATION MARK IS A STANDARD DISK STAMPED CHESTNUT 1969, SET IN THE
 NF1637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 NF1637'GROUND SURFACE.  IT IS 155 FEET EAST OF THE CENTER OF THE JUNCTION OF
 NF1637'THE FARM LANES, 9 FEET NORTH OF AN EAST-WEST WIRE FENCE AND 2 FEET
 NF1637'SOUTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTNUT NO 1 1969, SET IN
 NF1637'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH
 NF1637'BELOW THE SURFACE OF THE GROUND.  IT IS 96 FEET WEST OF THE NORTHWEST
 NF1637'CORNER OF A METAL BARN, 10.8 FEET SOUTH OF AN EAST-WEST WIRE FENCE AND
 NF1637'0.7 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTNUT NO 2 1969, SET IN
 NF1637'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 NF1637'THE GROUND SURFACE.  IT IS 123 FEET EAST OF THE CENTER OF THE JUNCTION
 NF1637'OF THE FARM LANES, 10.7 FEET SOUTH OF AN EAST-WEST WIRE FENCE AND 0.7
 NF1637'FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTNUT 1969, SET IN THE
 NF1637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 NF1637'GROUND SURFACE.  IT IS 30.4 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NF1637'CORNER OF A WHITE HOUSE, 19.6 FEET NORTH OF THE CENTER OF 104TH AVENUE
 NF1637'AND 3 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER L720-7.
 NF1637'
 NF1637'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON 104TH AVENUE FOR
 NF1637'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NF1637'
 NF1637'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 NF1637
 NF1637                          STATION RECOVERY (1980)
 NF1637
 NF1637'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1637'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 NF1637'MARK WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 NF1637
 NF1637                          STATION RECOVERY (1989)
 NF1637
 NF1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1637'RECOVERED IN GOOD CONDITION.
 NF1637
 NF1637                          STATION RECOVERY (2002)
 NF1637
 NF1637'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF1637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0056 ***********************************************************************
 RJ0056  DESIGNATION -  CHIPPEWA
 RJ0056  PID         -  RJ0056
 RJ0056  STATE/COUNTY-  MI/CHIPPEWA
 RJ0056  COUNTRY     -  US
 RJ0056  USGS QUAD   -  GOETZVILLE (2017)
 RJ0056
 RJ0056                         *CURRENT SURVEY CONTROL
 RJ0056  ______________________________________________________________________
 RJ0056* NAD 83(1986) POSITION- 46 05 26.     (N) 084 04 12.     (W)   SCALED
 RJ0056* NAVD 88 ORTHO HEIGHT -   177.97  (+/-2cm)      583.9   (feet) VERTCON3
 RJ0056  ______________________________________________________________________
 RJ0056  GEOID HEIGHT    -        -36.560 (meters)                     GEOID18
 RJ0056  MODELED GRAVITY -    980,639.5   (mgal)                       NAVD 88
 RJ0056
 RJ0056  VERT ORDER      -  ? (See Below)
 RJ0056
 RJ0056.The horizontal coordinates were scaled from a map and have
 RJ0056.an estimated accuracy of +/- 6 seconds.
 RJ0056
 RJ0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0056
 RJ0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0056.GEOID18 height accuracy estimate available here.
 RJ0056
 RJ0056.The vertical order pertains to the NGVD 29 superseded value.
 RJ0056
 RJ0056.Click photographs - Photos may exist for this station.
 RJ0056
 RJ0056.The modeled gravity was interpolated from observed gravity values.
 RJ0056
 RJ0056;                    North         East    Units  Estimated Accuracy
 RJ0056;SPC MI N     -   149,480.    8,226,530.      MT  (+/- 180 meters Scaled)
 RJ0056
 RJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS265082(NAD 83)
 RJ0056
 RJ0056                          SUPERSEDED SURVEY CONTROL
 RJ0056
 RJ0056  NGVD 29 (??/??/92)  177.935  (m)          583.78   (f) ADJ UNCH       
 RJ0056
 RJ0056.Superseded values are not recommended for survey control.
 RJ0056
 RJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0056.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0056
 RJ0056_MARKER: DD = SURVEY DISK
 RJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0056_MARK LOGO: MI-033
 RJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0056+STABILITY: SURFACE MOTION
 RJ0056
 RJ0056  HISTORY     - Date     Condition        Report By
 RJ0056  HISTORY     - UNK      MONUMENTED       MI-033
 RJ0056  HISTORY     - 1944     GOOD             CGS
 RJ0056  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0056
 RJ0056                          STATION DESCRIPTION
 RJ0056
 RJ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RJ0056'AT RABER.
 RJ0056'AT RABER, CHIPPEWA COUNTY, ON THE WEST SIDE OF THE COUNTY ROAD,
 RJ0056'AND 132 FEET NORTHEAST OF THE PETER KOTT STORE (IN 1934).  A
 RJ0056'CHIPPEWA COUNTY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RJ0056'POST MARKED CHIPPEWA COUNTY CORNER AND PROJECTING 2 INCHES
 RJ0056'ABOVE GROUND.
 RJ0056
 RJ0056                          STATION RECOVERY (1983)
 RJ0056
 RJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0056'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0628 ***********************************************************************
 QL0628  DESIGNATION -  CHIPPEWA
 QL0628  PID         -  QL0628
 QL0628  STATE/COUNTY-  MI/DELTA
 QL0628  COUNTRY     -  US
 QL0628  USGS QUAD   -  CHIPPEWA POINT (2017)
 QL0628
 QL0628                         *CURRENT SURVEY CONTROL
 QL0628  ______________________________________________________________________
 QL0628* NAD 83(1994) POSITION- 45 43 22.96662(N) 086 50 21.13307(W)   ADJUSTED
 QL0628* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QL0628  ______________________________________________________________________
 QL0628  GEOID HEIGHT    -        -36.023 (meters)                     GEOID18
 QL0628  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 QL0628  HORZ ORDER      -  SECOND
 QL0628
 QL0628.The horizontal coordinates were established by classical geodetic methods
 QL0628.and adjusted by the National Geodetic Survey in February 1997.
 QL0628
 QL0628.The orthometric height was scaled from a topographic map.
 QL0628
 QL0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0628.GEOID18 height accuracy estimate available here.
 QL0628
 QL0628.Click photographs - Photos may exist for this station.
 QL0628
 QL0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0628
 QL0628. The following values were computed from the NAD 83(1994) position.
 QL0628
 QL0628;                    North         East     Units Scale Factor Converg.
 QL0628;SPC MI N     -   104,457.098 8,012,517.190   MT  0.99995066   +0 06 58.4
 QL0628;SPC MI N     -   342,707.01 26,287,786.06   iFT  0.99995066   +0 06 58.4
 QL0628;UTM  16      - 5,063,289.355   512,512.808   MT  0.99960192   +0 06 54.5
 QL0628
 QL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0628!SPC MI N     -   0.99997743  x   0.99995066  =   0.99992809
 QL0628!UTM  16      -   0.99997743  x   0.99960192  =   0.99957936
 QL0628
 QL0628:                Primary Azimuth Mark                     Grid Az
 QL0628:SPC MI N     -  HAAS                                     063 51 37.6
 QL0628:UTM  16      -  HAAS                                     063 51 41.5
 QL0628
 QL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER1251263289(NAD 83)
 QL0628
 QL0628|---------------------------------------------------------------------|
 QL0628| PID    Reference Object                     Distance      Geod. Az  |
 QL0628|                                                           dddmmss.s |
 QL0628| QL0618 HAAS                                APPROX.25.6 KM 0635836.0 |
 QL0628| CH0997 CHIPPEWA RM 1                        11.370 METERS 18518     |
 QL0628| CH0998 CHIPPEWA RM 2                        11.839 METERS 26733     |
 QL0628|---------------------------------------------------------------------|
 QL0628
 QL0628                          SUPERSEDED SURVEY CONTROL
 QL0628
 QL0628  NAD 83(1986)-  45 43 22.96307(N)    086 50 21.12979(W) AD(       ) 2
 QL0628  NAD 27      -  45 43 23.05200(N)    086 50 20.64400(W) AD(       ) 2
 QL0628
 QL0628.Superseded values are not recommended for survey control.
 QL0628
 QL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0628.See file dsdata.pdf to determine how the superseded data were derived.
 QL0628
 QL0628_MARKER: DS = TRIANGULATION STATION DISK
 QL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0628_STAMPING: CHIPPEWA 1954
 QL0628_MARK LOGO: CGS
 QL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0628+STABILITY: SURFACE MOTION
 QL0628
 QL0628  HISTORY     - Date     Condition        Report By
 QL0628  HISTORY     - 1954     MONUMENTED       CGS
 QL0628
 QL0628                          STATION DESCRIPTION
 QL0628
 QL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0628'STATION IS LOCATED ABOUT 11-1/2 MILES EAST SOUTHEAST OF ESCANABA ON A
 QL0628'POINT OF LAND KNOWN AS CHIPPEWA POINT AND ON THE WEST SHORE OF BIG BAY
 QL0628'DE NOC.  STATION IS 33 FEET WEST OF WATERS EDGE, 29 FEET NORTHEAST OF
 QL0628'THE NORTHEAST CORNER OF SMALL SHED, 20 FEET EAST OF A LARGE COTTONWOOD
 QL0628'TREE AND 6 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 QL0628'INCHES AND THE DISK IS STAMPED CHIPPEWA 1954.
 QL0628'
 QL0628'REFERENCE MARK NO. 1 IS 20 FEET EAST OF SOUTHEAST CORNER OF SHED AND
 QL0628'19 FEET WEST OF FORKED COTTONWOOD TREE.  THE MARK PROJECTS ABOUT 5
 QL0628'INCHES AND THE DISK IS STAMPED CHIPPEWA NO 1 1954.
 QL0628'
 QL0628'REFERENCE MARK NO. 2 IS 18 FEET WEST SOUTHWEST OF LARGE COTTONWOOD
 QL0628'TREE AND 17 FEET NORTH OF NORTHWEST CORNER OF SHED.  THE MARK PROJECTS
 QL0628'ABOUT 8 INCHES AND THE DISK IS STAMPED CHIPPEWA NO 2 1954.
 QL0628'
 QL0628'TO REACH STATION FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 QL0628'RAPID RIVER GO SOUTHEASTERLY ON U.S. HIGHWAY 2 FOR 5.3 MILES TO
 QL0628'JUNCTION OF COUNTY ROUTE 511.  TURN RIGHT AND GO SOUTH AND EAST ON
 QL0628'COUNTY ROUTE 511 FOR 8.6 MILES TO CROSSROADS AND THE STONINGTON
 QL0628'LOOKOUT TOWER TO THE WEST.  CNTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 QL0628'2.5 MILES TO POINT WHERE COUNTY ROUTE 511 TURNS RIGHT OR WEST.
 QL0628'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO FORKS.  KEEP LEFT FORK FOR 1.3
 QL0628'MILES TO FARM BUILDINGS.  CROSS BRIDGE TO THE NORTH OF HOUSE AND THEN
 QL0628'TURN RIGHT ON TRACK ROAD PASSING TO THE EAST OF HOUSE AND CONTINUE
 QL0628'SOUTHEASTERLY FOR 0.9 MILE TO BUILDINGS AND STATION ON LEFT AS
 QL0628'DESCRIBED.
 QL0628'
 QL0628'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK.
 QL0628'
 QL0628'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0025 ***********************************************************************
 RH0025  DESIGNATION -  CHIPPEWA POINT
 RH0025  PID         -  RH0025
 RH0025  STATE/COUNTY-  MI/CHIPPEWA
 RH0025  COUNTRY     -  US
 RH0025  USGS QUAD   -  DRUMMOND (2017)
 RH0025
 RH0025                         *CURRENT SURVEY CONTROL
 RH0025  ______________________________________________________________________
 RH0025* NAD 83(1994) POSITION- 46 06 02.52449(N) 083 43 11.08840(W)   ADJUSTED
 RH0025* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RH0025  ______________________________________________________________________
 RH0025  GEOID HEIGHT    -        -36.958 (meters)                     GEOID18
 RH0025  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 RH0025  HORZ ORDER      -  THIRD
 RH0025
 RH0025.The horizontal coordinates were established by classical geodetic methods
 RH0025.and adjusted by the National Geodetic Survey in February 1997.
 RH0025
 RH0025.The orthometric height was scaled from a topographic map.
 RH0025
 RH0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0025.GEOID18 height accuracy estimate available here.
 RH0025
 RH0025.Click photographs - Photos may exist for this station.
 RH0025
 RH0025.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0025
 RH0025. The following values were computed from the NAD 83(1994) position.
 RH0025
 RH0025;                    North         East     Units Scale Factor Converg.
 RH0025;SPC MI N     -   151,664.096 8,253,542.168   MT  0.99990800   +2 22 15.4
 RH0025;SPC MI N     -   497,585.62 27,078,550.42   iFT  0.99990800   +2 22 15.4
 RH0025;SPC MI C     -   309,584.169 6,050,026.906   MT  1.00011745   +0 27 25.2
 RH0025;SPC MI C     - 1,015,696.09 19,849,169.64   iFT  1.00011745   +0 27 25.2
 RH0025;UTM  17      - 5,108,832.541   289,789.025   MT  1.00014325   -1 57 37.6
 RH0025
 RH0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0025!SPC MI N     -   0.99997791  x   0.99990800  =   0.99988591
 RH0025!SPC MI C     -   0.99997791  x   1.00011745  =   1.00009536
 RH0025!UTM  17      -   0.99997791  x   1.00014325  =   1.00012116
 RH0025
 RH0025:                Primary Azimuth Mark                     Grid Az
 RH0025:SPC MI N     -  285                                      231 21 04.4
 RH0025:SPC MI C     -  285                                      233 15 54.6
 RH0025:UTM  17      -  285                                      235 40 57.4
 RH0025
 RH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8978908832(NAD 83)
 RH0025
 RH0025|---------------------------------------------------------------------|
 RH0025| PID    Reference Object                     Distance      Geod. Az  |
 RH0025|                                                           dddmmss.s |
 RH0025| RH0016 SULPHUR ISLAND LH                   APPROX. 9.9 KM 0602644.2 |
 RH0025| RH0034 285                                 APPROX. 7.0 KM 2334319.8 |
 RH0025|---------------------------------------------------------------------|
 RH0025
 RH0025                          SUPERSEDED SURVEY CONTROL
 RH0025
 RH0025  NAD 83(1986)-  46 06 02.51059(N)    083 43 11.09210(W) AD(       ) 3
 RH0025  NAD 27      -  46 06 02.43700(N)    083 43 11.06300(W) AD(       ) 3
 RH0025  USSD        -  46 06 03.19000(N)    083 43 10.25000(W) AD(       ) 3
 RH0025
 RH0025.Superseded values are not recommended for survey control.
 RH0025
 RH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0025.See file dsdata.pdf to determine how the superseded data were derived.
 RH0025
 RH0025_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0025_STAMPING: CHIPPEWA
 RH0025_MARK LOGO: USLS
 RH0025_PROJECTION: PROJECTING 38 CENTIMETERS
 RH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0025+STABILITY: SURFACE MOTION
 RH0025
 RH0025  HISTORY     - Date     Condition        Report By
 RH0025  HISTORY     - 1896     MONUMENTED       USLS
 RH0025  HISTORY     - 1958     GOOD             IBC
 RH0025
 RH0025                          STATION DESCRIPTION
 RH0025
 RH0025'DESCRIBED BY US LAKE SURVEY 1896
 RH0025'ON CHIPPEWA POINT, THE NW POINT OF THE E HALF OF DRUMMOND ISLAND WHERE
 RH0025'POTAGANNISSING BAY AND THE NORTH CHANNEL COME TOGETHER.  IT IS ABOUT
 RH0025'100 FEET E FROM THE EXTREME POINT AND AT ABOUT THE CENTER OF THE
 RH0025'POINT N AND S.
 RH0025'
 RH0025'STATION MARK--THE USUAL SUBSURFACE MARK, A DRILL HOLE IN A ROCK
 RH0025'UNDERGROUND.  A STANDARD U S L S BRONZE DISK WITH CROSS AND
 RH0025'---CHIPPEWA---STAMPED ON IT IS IN THE TOP OF A 6-INCH CYLINDER OF
 RH0025'CONCRETE SET WITH THE TOP 15 INCHES ABOVE GROUND IN A LARGE CAIRN.
 RH0025'A 35-FOOT POLE WAS SET OVER THE STATION TO USE IN SETTING BUOYS.
 RH0025
 RH0025                          STATION RECOVERY (1958)
 RH0025
 RH0025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0032 ***********************************************************************
 PL0032  DESIGNATION -  CHISELED CROSS
 PL0032  PID         -  PL0032
 PL0032  STATE/COUNTY-  MI/OSCODA
 PL0032  COUNTRY     -  US
 PL0032  USGS QUAD   -  MIO (2017)
 PL0032
 PL0032                         *CURRENT SURVEY CONTROL
 PL0032  ______________________________________________________________________
 PL0032* NAD 83(1986) POSITION- 44 39 08.     (N) 084 07 48.     (W)   SCALED
 PL0032* NAVD 88 ORTHO HEIGHT -   310.942 (meters)     1020.15  (feet) ADJUSTED
 PL0032  ______________________________________________________________________
 PL0032  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 PL0032  DYNAMIC HEIGHT  -        310.905 (meters)     1020.03  (feet) COMP
 PL0032  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 PL0032
 PL0032  VERT ORDER      -  SECOND    CLASS 0
 PL0032
 PL0032.The horizontal coordinates were scaled from a map and have
 PL0032.an estimated accuracy of +/- 6 seconds.
 PL0032
 PL0032.The orthometric height was determined by differential leveling and
 PL0032.adjusted by the NATIONAL GEODETIC SURVEY
 PL0032.in June 1991.
 PL0032
 PL0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0032.GEOID18 height accuracy estimate available here.
 PL0032
 PL0032.Click photographs - Photos may exist for this station.
 PL0032
 PL0032.The dynamic height is computed by dividing the NAVD 88
 PL0032.geopotential number by the normal gravity value computed on the
 PL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0032.degrees latitude (g = 980.6199 gals.).
 PL0032
 PL0032.The modeled gravity was interpolated from observed gravity values.
 PL0032
 PL0032;                    North         East    Units  Estimated Accuracy
 PL0032;SPC MI C     -   148,430.    6,018,770.      MT  (+/- 180 meters Scaled)
 PL0032
 PL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ275483(NAD 83)
 PL0032
 PL0032                          SUPERSEDED SURVEY CONTROL
 PL0032
 PL0032  NGVD 29 (??/??/92)  311.079  (m)         1020.60   (f) ADJ UNCH    2 0
 PL0032
 PL0032.Superseded values are not recommended for survey control.
 PL0032
 PL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0032.See file dsdata.pdf to determine how the superseded data were derived.
 PL0032
 PL0032_MARKER: X = CHISELED CROSS
 PL0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0032_SP_SET: STEP
 PL0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0032
 PL0032  HISTORY     - Date     Condition        Report By
 PL0032  HISTORY     - UNK      MONUMENTED       MIDH
 PL0032  HISTORY     - 1938     GOOD             CGS
 PL0032  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0032
 PL0032                          STATION DESCRIPTION
 PL0032
 PL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PL0032'AT MIO.
 PL0032'AT MIO, OSCODA COUNTY, ON STATE HIGHWAY 33, 60 YARDS NORTHEAST
 PL0032'OF THE NORTHEAST CORNER OF THE WHITNEY PHARMACY, AT THE SOUTHWEST
 PL0032'CORNER OF A 1-STORY FRAME BUILDING, ON THE TOP OF THE SOUTHWEST
 PL0032'CORNER OF A CONCRETE STEP, AND 42 FEET EAST OF THE CENTERLINE OF
 PL0032'THE HIGHWAY.  A CHISELED CROSS.
 PL0032
 PL0032                          STATION RECOVERY (2001)
 PL0032
 PL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0286 ***********************************************************************
 NF0286  DESIGNATION -  CHISELED CROSS
 NF0286  PID         -  NF0286
 NF0286  STATE/COUNTY-  MI/EATON
 NF0286  COUNTRY     -  US
 NF0286  USGS QUAD   -  CHARLOTTE (2017)
 NF0286
 NF0286                         *CURRENT SURVEY CONTROL
 NF0286  ______________________________________________________________________
 NF0286* NAD 83(1986) POSITION- 42 34 12.     (N) 084 50 15.     (W)   SCALED
 NF0286* NAVD 88 ORTHO HEIGHT -   278.939 (meters)      915.15  (feet) POSTED
 NF0286  ______________________________________________________________________
 NF0286  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 NF0286  DYNAMIC HEIGHT  -        278.85  (meters)      914.9   (feet) COMP
 NF0286  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 NF0286
 NF0286  VERT ORDER      -  * POSTED, SEE BELOW
 NF0286
 NF0286.The horizontal coordinates were scaled from a map and have
 NF0286.an estimated accuracy of +/- 6 seconds.
 NF0286
 NF0286.The orthometric height was determined by differential leveling
 NF0286.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NF0286
 NF0286.* This is a POSTED BENCH MARK height.
 NF0286
 NF0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0286.GEOID18 height accuracy estimate available here.
 NF0286
 NF0286.Click photographs - Photos may exist for this station.
 NF0286
 NF0286.The dynamic height is computed by dividing the NAVD 88
 NF0286.geopotential number by the normal gravity value computed on the
 NF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0286.degrees latitude (g = 980.6199 gals.).
 NF0286
 NF0286.The modeled gravity was interpolated from observed gravity values.
 NF0286
 NF0286;                    North         East    Units  Estimated Accuracy
 NF0286;SPC MI S     -   118,960.    3,961,340.      MT  (+/- 180 meters Scaled)
 NF0286
 NF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN774153(NAD 83)
 NF0286
 NF0286                          SUPERSEDED SURVEY CONTROL
 NF0286
 NF0286  NGVD 29 (??/??/92)  279.074  (m)          915.60   (f) ADJ UNCH    2 0
 NF0286
 NF0286.Superseded values are not recommended for survey control.
 NF0286
 NF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0286.See file dsdata.pdf to determine how the superseded data were derived.
 NF0286
 NF0286_MARKER: X = CHISELED CROSS
 NF0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0286_SP_SET: DOOR SILL
 NF0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0286
 NF0286  HISTORY     - Date     Condition        Report By
 NF0286  HISTORY     - UNK      MONUMENTED       MCRR
 NF0286  HISTORY     - 1934     GOOD             CGS
 NF0286  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0286  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 NF0286
 NF0286                          STATION DESCRIPTION
 NF0286
 NF0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0286'AT CHARLOTTE.
 NF0286'AT CHARLOTTE, EATON COUNTY, AT THE WAITING ROOM OF THE MICHIGAN
 NF0286'CENTRAL RAILROAD STATION, IN THE TOP OF THE SOUTHWEST END OF
 NF0286'THE NORTHEAST DOOR SILL, AND 1.6 FEET HIGHER THAN THE PAVEMENT.
 NF0286'A CHISELED CROSS.
 NF0286
 NF0286                          STATION RECOVERY (1976)
 NF0286
 NF0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0286'MARK NOT FOUND.
 NF0286
 NF0286                          STATION RECOVERY (2005)
 NF0286
 NF0286'RECOVERY NOTE BY US POWER SQUADRON 2005
 NF0286'IN THE 1950'S THE STATION WAS CLOSED. LATER, IT WAS SOLD AND CONVERTED
 NF0286'INTO AN ICE CREAM PARLOR/RESTURANT AND HAS SINCE GONE THROUGH SEVERAL
 NF0286'ITERATIONS OF THE ABOVE. PHYSICAL ALTERATIONS OF THE STRUCTURE HAVE
 NF0286'BEEN MADE THROUGH THE YEARS. THE MARKER CHISELED CROSS IS NO LONGER
 NF0286'VISIBLE AND ITS STRUCTURAL ENVIRONS APPEAR TO HAVE BEEN CHANGED.
 NF0286'HISTORY INFORMANT IS FAYE BINKOWSKI - PRESENT OWNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0575 ***********************************************************************
 NF0575  DESIGNATION -  CHISELED SQUARE
 NF0575  PID         -  NF0575
 NF0575  STATE/COUNTY-  MI/VAN BUREN
 NF0575  COUNTRY     -  US
 NF0575  USGS QUAD   -  GOBLES EAST (2017)
 NF0575
 NF0575                         *CURRENT SURVEY CONTROL
 NF0575  ______________________________________________________________________
 NF0575* NAD 83(1986) POSITION- 42 21 23.     (N) 085 46 30.     (W)   SCALED
 NF0575* NAVD 88 ORTHO HEIGHT -   222.045 (meters)      728.49  (feet) ADJUSTED
 NF0575  ______________________________________________________________________
 NF0575  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 NF0575  DYNAMIC HEIGHT  -        221.980 (meters)      728.28  (feet) COMP
 NF0575  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NF0575
 NF0575  VERT ORDER      -  SECOND    CLASS 0
 NF0575
 NF0575.The horizontal coordinates were scaled from a map and have
 NF0575.an estimated accuracy of +/- 6 seconds.
 NF0575
 NF0575.The orthometric height was determined by differential leveling and
 NF0575.adjusted by the NATIONAL GEODETIC SURVEY
 NF0575.in June 1991.
 NF0575
 NF0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0575.GEOID18 height accuracy estimate available here.
 NF0575
 NF0575.Click photographs - Photos may exist for this station.
 NF0575
 NF0575.The dynamic height is computed by dividing the NAVD 88
 NF0575.geopotential number by the normal gravity value computed on the
 NF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0575.degrees latitude (g = 980.6199 gals.).
 NF0575
 NF0575.The modeled gravity was interpolated from observed gravity values.
 NF0575
 NF0575;                    North         East    Units  Estimated Accuracy
 NF0575;SPC MI S     -    96,100.    3,883,980.      MT  (+/- 180 meters Scaled)
 NF0575
 NF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM008900(NAD 83)
 NF0575
 NF0575                          SUPERSEDED SURVEY CONTROL
 NF0575
 NF0575  NGVD 29 (??/??/92)  222.18   (m)          728.9    (f) COMPUTED    2 0
 NF0575
 NF0575.Superseded values are not recommended for survey control.
 NF0575
 NF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0575.See file dsdata.pdf to determine how the superseded data were derived.
 NF0575
 NF0575_MARKER: Q = CHISELED SQUARE
 NF0575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0575_SP_SET: STEP
 NF0575_MARK LOGO: NONE
 NF0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0575
 NF0575  HISTORY     - Date     Condition        Report By
 NF0575  HISTORY     - 1934     MONUMENTED       CGS
 NF0575  HISTORY     - 1948     GOOD             CGS
 NF0575  HISTORY     - 1983     GOOD             USPSQD
 NF0575  HISTORY     - 1984     POOR             NGS
 NF0575  HISTORY     - 20230328 MARK NOT FOUND   MIDT
 NF0575
 NF0575                          STATION DESCRIPTION
 NF0575
 NF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0575'AT MENTHA.
 NF0575'AT MENTHA, VAN BUREN COUNTY, 100 YARDS SOUTH OF THE MICHIGAN
 NF0575'CENTRAL RAILROAD TRACK, AT THE GENERAL STORE AND POST OFFICE,
 NF0575'ON THE BOTTOM STEP AT THE SOUTH SIDE OF THE FRONT ENTRANCE, 8
 NF0575'INCHES EAST OF THE FACE OF THE BUILDING, AND 18 INCHES HIGHER THAN
 NF0575'THE GROUND.  A CHISELED SQUARE.
 NF0575
 NF0575                          STATION RECOVERY (1983)
 NF0575
 NF0575'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0575'MCRR ABANDONED, RAILS AND DES MISSING. STAIRS AT FRONT ENTRANCE ARE
 NF0575'SEMICIRCULAR AS VIEWED FROM ABOVE, SUPPORT 4 WHITE COLUMN. CHISLED
 NF0575'SQUARE IN RISES OF BOTTOM STEP AT SOUTH SIDE, SEVEN INCHES FROM FRONT
 NF0575'WELL OF BUILDING.
 NF0575
 NF0575                          STATION RECOVERY (1984)
 NF0575
 NF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0575'RECOVERED IN POOR CONDITION.  THE STEPS ARE WEATHER BEATEN AND
 NF0575'CRACKED.
 NF0575
 NF0575                          STATION RECOVERY (2023)
 NF0575
 NF0575'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0361 ***********************************************************************
 OK0361  DESIGNATION -  CHISELED SQUARE
 OK0361  PID         -  OK0361
 OK0361  STATE/COUNTY-  MI/NEWAYGO
 OK0361  COUNTRY     -  US
 OK0361  USGS QUAD   -  NEWAYGO (2017)
 OK0361
 OK0361                         *CURRENT SURVEY CONTROL
 OK0361  ______________________________________________________________________
 OK0361* NAD 83(1986) POSITION- 43 25 21.     (N) 085 48 00.     (W)   SCALED
 OK0361* NAVD 88 ORTHO HEIGHT -   203.019 (meters)      666.07  (feet) ADJUSTED
 OK0361  ______________________________________________________________________
 OK0361  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 OK0361  DYNAMIC HEIGHT  -        202.976 (meters)      665.93  (feet) COMP
 OK0361  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 OK0361
 OK0361  VERT ORDER      -  SECOND    CLASS 0
 OK0361
 OK0361.The horizontal coordinates were scaled from a map and have
 OK0361.an estimated accuracy of +/- 6 seconds.
 OK0361
 OK0361.The orthometric height was determined by differential leveling and
 OK0361.adjusted by the NATIONAL GEODETIC SURVEY
 OK0361.in June 1991.
 OK0361
 OK0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0361.GEOID18 height accuracy estimate available here.
 OK0361
 OK0361.Click photographs - Photos may exist for this station.
 OK0361
 OK0361.The dynamic height is computed by dividing the NAVD 88
 OK0361.geopotential number by the normal gravity value computed on the
 OK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0361.degrees latitude (g = 980.6199 gals.).
 OK0361
 OK0361.The modeled gravity was interpolated from observed gravity values.
 OK0361
 OK0361;                    North         East    Units  Estimated Accuracy
 OK0361;SPC MI S     -   214,540.    3,883,940.      MT  (+/- 180 meters Scaled)
 OK0361
 OK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP971084(NAD 83)
 OK0361
 OK0361                          SUPERSEDED SURVEY CONTROL
 OK0361
 OK0361  NGVD 29 (??/??/92)  203.146  (m)          666.49   (f) ADJ UNCH    2 0
 OK0361
 OK0361.Superseded values are not recommended for survey control.
 OK0361
 OK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0361.See file dsdata.pdf to determine how the superseded data were derived.
 OK0361
 OK0361_MARKER: Q = CHISELED SQUARE
 OK0361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OK0361_SP_SET: STEP
 OK0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0361
 OK0361  HISTORY     - Date     Condition        Report By
 OK0361  HISTORY     - UNK      MONUMENTED       PMRR
 OK0361  HISTORY     - 1934     GOOD             CGS
 OK0361  HISTORY     - 19950902 GOOD             USPSQD
 OK0361  HISTORY     - 19970527 GOOD             USPSQD
 OK0361  HISTORY     - 20021005 GOOD             USPSQD
 OK0361
 OK0361                          STATION DESCRIPTION
 OK0361
 OK0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0361'AT NEWAYGO.
 OK0361'AT NEWAYGO, NEWAYGO COUNTY,ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0361'AT THE BRIDGE OVER A ROAD LEADING TO A POWER PLANT IN THE FIRST
 OK0361'STEP DOWN FROM THE TOP OF THE SOUTH ABUTMENT, JUST ABOVE THE
 OK0361'DATE 1907, 8 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 OK0361'THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
 OK0361
 OK0361                          STATION RECOVERY (1995)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0361'RECOVERED IN GOOD CONDITION.
 OK0361
 OK0361                          STATION RECOVERY (1997)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0361'RECOVERED IN GOOD CONDITION.
 OK0361
 OK0361                          STATION RECOVERY (2002)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OK0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0255 ***********************************************************************
 NF0255  DESIGNATION -  CHISELED SQUARE
 NF0255  PID         -  NF0255
 NF0255  STATE/COUNTY-  MI/INGHAM
 NF0255  COUNTRY     -  US
 NF0255  USGS QUAD   -  LANSING NORTH (2017)
 NF0255
 NF0255                         *CURRENT SURVEY CONTROL
 NF0255  ______________________________________________________________________
 NF0255* NAD 83(1986) POSITION- 42 45 47.     (N) 084 34 02.     (W)   SCALED
 NF0255* NAVD 88 ORTHO HEIGHT -   258.266 (meters)      847.33  (feet) ADJUSTED
 NF0255  ______________________________________________________________________
 NF0255  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 NF0255  DYNAMIC HEIGHT  -        258.194 (meters)      847.09  (feet) COMP
 NF0255  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 NF0255
 NF0255  VERT ORDER      -  SECOND    CLASS 0
 NF0255
 NF0255.The horizontal coordinates were scaled from a map and have
 NF0255.an estimated accuracy of +/- 6 seconds.
 NF0255
 NF0255.The orthometric height was determined by differential leveling and
 NF0255.adjusted by the NATIONAL GEODETIC SURVEY
 NF0255.in June 1991.
 NF0255
 NF0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0255.GEOID18 height accuracy estimate available here.
 NF0255
 NF0255.Click photographs - Photos may exist for this station.
 NF0255
 NF0255.The dynamic height is computed by dividing the NAVD 88
 NF0255.geopotential number by the normal gravity value computed on the
 NF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0255.degrees latitude (g = 980.6199 gals.).
 NF0255
 NF0255.The modeled gravity was interpolated from observed gravity values.
 NF0255
 NF0255;                    North         East    Units  Estimated Accuracy
 NF0255;SPC MI S     -   140,320.    3,983,590.      MT  (+/- 180 meters Scaled)
 NF0255
 NF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN990373(NAD 83)
 NF0255
 NF0255                          SUPERSEDED SURVEY CONTROL
 NF0255
 NF0255  NGVD 29 (??/??/92)  258.43   (m)          847.9    (f) COMPUTED    2 0
 NF0255
 NF0255.Superseded values are not recommended for survey control.
 NF0255
 NF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0255.See file dsdata.pdf to determine how the superseded data were derived.
 NF0255
 NF0255_MARKER: Q = CHISELED SQUARE
 NF0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0255_SP_SET: SIGNAL FOUNDATION
 NF0255_PROJECTION: FLUSH
 NF0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0255
 NF0255  HISTORY     - Date     Condition        Report By
 NF0255  HISTORY     - 1955     MONUMENTED       CGS
 NF0255  HISTORY     - 1955     GOOD             CGS
 NF0255  HISTORY     - 1977     GOOD             NGS
 NF0255  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0255
 NF0255                          STATION DESCRIPTION
 NF0255
 NF0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0255'2.5 MI NW FROM LANSING.
 NF0255'2.5 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0255'UNION STATION AT LANSING, INGHAM COUNTY, AT THE INTERSECTION OF
 NF0255'THE RAILROAD CROSSING AND DE WITT ROAD, IN THE CENTER OF THE EAST
 NF0255'SIDE OF THE CONCRETE FOUNDATION OF A FLASHING SIGNAL, 40 FEET
 NF0255'SOUTHEAST OF THE CENTERLINE OF THE CROSSING, 20.4 FEET EAST OF
 NF0255'THE CENTERLINE OF THE ROAD, AND 13.6 FEET SOUTH OF THE SOUTH
 NF0255'RAIL.  A CHISELED SQUARE.
 NF0255
 NF0255                          STATION RECOVERY (1977)
 NF0255
 NF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0255'RECOVERED IN GOOD CONDITION.
 NF0255
 NF0255                          STATION RECOVERY (1992)
 NF0255
 NF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0109 ***********************************************************************
 NF0109  DESIGNATION -  CHISELED SQUARE
 NF0109  PID         -  NF0109
 NF0109  STATE/COUNTY-  MI/SHIAWASSEE
 NF0109  COUNTRY     -  US
 NF0109  USGS QUAD   -  OWOSSO SOUTH (2017)
 NF0109
 NF0109                         *CURRENT SURVEY CONTROL
 NF0109  ______________________________________________________________________
 NF0109* NAD 83(1986) POSITION- 42 59 34.     (N) 084 10 19.     (W)   SCALED
 NF0109* NAVD 88 ORTHO HEIGHT -   226.280 (meters)      742.39  (feet) ADJUSTED
 NF0109  ______________________________________________________________________
 NF0109  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 NF0109  DYNAMIC HEIGHT  -        226.229 (meters)      742.22  (feet) COMP
 NF0109  MODELED GRAVITY -    980,387.0   (mgal)                       NAVD 88
 NF0109
 NF0109  VERT ORDER      -  SECOND    CLASS 0
 NF0109
 NF0109.The horizontal coordinates were scaled from a map and have
 NF0109.an estimated accuracy of +/- 6 seconds.
 NF0109
 NF0109.The orthometric height was determined by differential leveling and
 NF0109.adjusted by the NATIONAL GEODETIC SURVEY
 NF0109.in June 1991.
 NF0109
 NF0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0109.GEOID18 height accuracy estimate available here.
 NF0109
 NF0109.Click photographs - Photos may exist for this station.
 NF0109
 NF0109.The dynamic height is computed by dividing the NAVD 88
 NF0109.geopotential number by the normal gravity value computed on the
 NF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0109.degrees latitude (g = 980.6199 gals.).
 NF0109
 NF0109.The modeled gravity was interpolated from observed gravity values.
 NF0109
 NF0109;                    North         East    Units  Estimated Accuracy
 NF0109;SPC MI S     -   165,830.    4,015,880.      MT  (+/- 180 meters Scaled)
 NF0109
 NF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN305638(NAD 83)
 NF0109
 NF0109                          SUPERSEDED SURVEY CONTROL
 NF0109
 NF0109  NGVD 29 (??/??/92)  226.426  (m)          742.87   (f) ADJ UNCH    2 0
 NF0109
 NF0109.Superseded values are not recommended for survey control.
 NF0109
 NF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0109.See file dsdata.pdf to determine how the superseded data were derived.
 NF0109
 NF0109_MARKER: Q = CHISELED SQUARE
 NF0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0109_SP_SET: SIGNAL BASE
 NF0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0109
 NF0109  HISTORY     - Date     Condition        Report By
 NF0109  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0109  HISTORY     - 1934     GOOD             CGS
 NF0109  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0109  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0109
 NF0109                          STATION DESCRIPTION
 NF0109
 NF0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0109'AT OWOSSO.
 NF0109'AT OWOSSO, SHIAWASSEE COUNTY, AT A SIGNAL IN FRONT OF THE GRAND
 NF0109'TRUNK RAILWAY STATION, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 NF0109'CONCRETE BASE, 12 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH
 NF0109'THE TOP OF THE RAIL.  A CHISELED SQUARE.
 NF0109
 NF0109                          STATION RECOVERY (2001)
 NF0109
 NF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0109
 NF0109                          STATION RECOVERY (2001)
 NF0109
 NF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0302 ***********************************************************************
 NF0302  DESIGNATION -  CHISELED SQUARE
 NF0302  PID         -  NF0302
 NF0302  STATE/COUNTY-  MI/IONIA
 NF0302  COUNTRY     -  US
 NF0302  USGS QUAD   -  PORTLAND NORTH (2017)
 NF0302
 NF0302                         *CURRENT SURVEY CONTROL
 NF0302  ______________________________________________________________________
 NF0302* NAD 83(1986) POSITION- 42 59 56.     (N) 084 54 29.     (W)   SCALED
 NF0302* NAVD 88 ORTHO HEIGHT -   201.710 (meters)      661.78  (feet) ADJUSTED
 NF0302  ______________________________________________________________________
 NF0302  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 NF0302  DYNAMIC HEIGHT  -        201.660 (meters)      661.61  (feet) COMP
 NF0302  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 NF0302
 NF0302  VERT ORDER      -  SECOND    CLASS 0
 NF0302
 NF0302.The horizontal coordinates were scaled from a map and have
 NF0302.an estimated accuracy of +/- 6 seconds.
 NF0302
 NF0302.The orthometric height was determined by differential leveling and
 NF0302.adjusted by the NATIONAL GEODETIC SURVEY
 NF0302.in June 1991.
 NF0302
 NF0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0302.GEOID18 height accuracy estimate available here.
 NF0302
 NF0302.Click photographs - Photos may exist for this station.
 NF0302
 NF0302.The dynamic height is computed by dividing the NAVD 88
 NF0302.geopotential number by the normal gravity value computed on the
 NF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0302.degrees latitude (g = 980.6199 gals.).
 NF0302
 NF0302.The modeled gravity was interpolated from observed gravity values.
 NF0302
 NF0302;                    North         East    Units  Estimated Accuracy
 NF0302;SPC MI S     -   166,640.    3,955,860.      MT  (+/- 180 meters Scaled)
 NF0302
 NF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN705628(NAD 83)
 NF0302
 NF0302                          SUPERSEDED SURVEY CONTROL
 NF0302
 NF0302  NGVD 29 (??/??/92)  201.85   (m)          662.2    (f) COMPUTED    2 0
 NF0302
 NF0302.Superseded values are not recommended for survey control.
 NF0302
 NF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0302.See file dsdata.pdf to determine how the superseded data were derived.
 NF0302
 NF0302_MARKER: Q = CHISELED SQUARE
 NF0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0302_SP_SET: BRIDGE
 NF0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0302
 NF0302  HISTORY     - Date     Condition        Report By
 NF0302  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0302  HISTORY     - 1934     GOOD             CGS
 NF0302  HISTORY     - 20070604 MARK NOT FOUND   MIDT
 NF0302
 NF0302                          STATION DESCRIPTION
 NF0302
 NF0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0302'2.3 MI E FROM MUIR.
 NF0302'2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0302'STATION AT MUIR, IONIA COUNTY, AT BRIDGE 115.94 OVER STONY
 NF0302'CREEK, ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH WINGWALL,
 NF0302'7.2 FEET SOUTH OF THE SOUTH RAIL, 7 INCHES NORTHEAST OF THE
 NF0302'SOUTHWEST CORNER, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NF0302'A CHISELED SQUARE.
 NF0302
 NF0302                          STATION RECOVERY (2007)
 NF0302
 NF0302'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0256 ***********************************************************************
 QK0256  DESIGNATION -  CHRIS
 QK0256  PID         -  QK0256
 QK0256  STATE/COUNTY-  MI/MACKINAC
 QK0256  COUNTRY     -  US
 QK0256  USGS QUAD   -  SAINT IGNACE (2017)
 QK0256
 QK0256                         *CURRENT SURVEY CONTROL
 QK0256  ______________________________________________________________________
 QK0256* NAD 83(1986) POSITION- 45 50 13.     (N) 084 43 28.     (W)   SCALED
 QK0256* NAVD 88 ORTHO HEIGHT -   180.495 (meters)      592.17  (feet) ADJUSTED
 QK0256  ______________________________________________________________________
 QK0256  GEOID HEIGHT    -        -35.395 (meters)                     GEOID18
 QK0256  DYNAMIC HEIGHT  -        180.501 (meters)      592.19  (feet) COMP
 QK0256  MODELED GRAVITY -    980,645.8   (mgal)                       NAVD 88
 QK0256
 QK0256  VERT ORDER      -  FIRST     CLASS 0
 QK0256
 QK0256.The horizontal coordinates were scaled from a map and have
 QK0256.an estimated accuracy of +/- 6 seconds.
 QK0256
 QK0256.The orthometric height was determined by differential leveling and
 QK0256.adjusted by the NATIONAL GEODETIC SURVEY
 QK0256.in June 1991.
 QK0256
 QK0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0256.GEOID18 height accuracy estimate available here.
 QK0256
 QK0256.Click photographs - Photos may exist for this station.
 QK0256
 QK0256.The dynamic height is computed by dividing the NAVD 88
 QK0256.geopotential number by the normal gravity value computed on the
 QK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0256.degrees latitude (g = 980.6199 gals.).
 QK0256
 QK0256.The modeled gravity was interpolated from observed gravity values.
 QK0256
 QK0256;                    North         East    Units  Estimated Accuracy
 QK0256;SPC MI N     -   119,640.    8,176,750.      MT  (+/- 180 meters Scaled)
 QK0256
 QK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767784(NAD 83)
 QK0256
 QK0256                          SUPERSEDED SURVEY CONTROL
 QK0256
 QK0256  NGVD 29 (??/??/92)  180.53   (m)          592.3    (f) COMPUTED    1 0
 QK0256
 QK0256.Superseded values are not recommended for survey control.
 QK0256
 QK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0256.See file dsdata.pdf to determine how the superseded data were derived.
 QK0256
 QK0256_MARKER: DD = SURVEY DISK
 QK0256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0256_SP_SET: BRIDGE SUPPORT
 QK0256_STAMPING: CHRIS 1972
 QK0256_MARK LOGO: NOS
 QK0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0256
 QK0256  HISTORY     - Date     Condition        Report By
 QK0256  HISTORY     - 1972     MONUMENTED       NOS
 QK0256  HISTORY     - 1972     GOOD             USLS
 QK0256  HISTORY     - 1983     POOR             NGS
 QK0256  HISTORY     - 19950701 GOOD             USPSQD
 QK0256
 QK0256                          STATION DESCRIPTION
 QK0256
 QK0256'DESCRIBED BY US LAKE SURVEY 1972
 QK0256'AT ST IGNACE.
 QK0256'CHRIS IS AT ST. IGNACE, MACKINAC COUNTY, MICHIGAN, AT SOUTH END OF
 QK0256'NORTH CAUSEWAY SUPPORTING THE APPROACH TO THE MACKINAC BRIDGE,
 QK0256'ON NORTH SIDE OF CONCRETE RETAINING WALL, 3.0 FEET ABOVE THE
 QK0256'GROUND, 2.0 FEET WEST OF EAST FACE OF WALL, BEING HORIZONTAL
 QK0256'LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE
 QK0256'WALL.  NOTE-- PREV. DESIG. CHRIS 1972.
 QK0256
 QK0256                          STATION RECOVERY (1983)
 QK0256
 QK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0256'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO IN 1983.  NEW
 QK0256'DESCRIPTION FOLLOWS.  1.35 KM (0.85 MI) SOUTHWEST ALONG INTERSTATE
 QK0256'HIGHWAY 75 BUSINESS AND U.S.  HIGHWAY 2 WEST FROM THE POST OFFICE IN
 QK0256'ST. IGNACE, THENCE 2.3 KM (1.45 MI) SOUTH ALONG INTERSTATE HIGHWAY 75,
 QK0256'AT THE SOUTH END OF THE NORTH APPROACH TO MACKINAC BRIDGE PIER NUMBER
 QK0256'34, SET VERTICALLY IN THE NORTH SIDE OF THE CONCRETE RETAINING WALL,
 QK0256'0.60 METERS (2.0 FT) WEST OF THE EAST FACE OF WALL.  NOTE, THIS DISK
 QK0256'IS IN VERY POOR CONDITION AND IS LOOSE, SHOULD BE DESTROYED.
 QK0256'THE MARK IS 0.91 M ABOVE GROUND.
 QK0256
 QK0256                          STATION RECOVERY (1995)
 QK0256
 QK0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0210 ***********************************************************************
 RJ0210  DESIGNATION -  CHU
 RJ0210  PID         -  RJ0210
 RJ0210  STATE/COUNTY-  MI/CHIPPEWA
 RJ0210  COUNTRY     -  US
 RJ0210  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0210
 RJ0210                         *CURRENT SURVEY CONTROL
 RJ0210  ______________________________________________________________________
 RJ0210* NAD 83(1986) POSITION- 46 19 24.     (N) 084 06 54.     (W)   SCALED
 RJ0210* NAVD 88 ORTHO HEIGHT -   178.062 (meters)      584.19  (feet) ADJUSTED
 RJ0210  ______________________________________________________________________
 RJ0210  GEOID HEIGHT    -        -36.616 (meters)                     GEOID18
 RJ0210  DYNAMIC HEIGHT  -        178.071 (meters)      584.22  (feet) COMP
 RJ0210  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0210
 RJ0210  VERT ORDER      -  FIRST     CLASS I
 RJ0210
 RJ0210.The horizontal coordinates were scaled from a map and have
 RJ0210.an estimated accuracy of +/- 6 seconds.
 RJ0210
 RJ0210.The orthometric height was determined by differential leveling and
 RJ0210.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0210.in June 1991.
 RJ0210
 RJ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0210.GEOID18 height accuracy estimate available here.
 RJ0210
 RJ0210.Click photographs - Photos may exist for this station.
 RJ0210
 RJ0210.The dynamic height is computed by dividing the NAVD 88
 RJ0210.geopotential number by the normal gravity value computed on the
 RJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0210.degrees latitude (g = 980.6199 gals.).
 RJ0210
 RJ0210.The modeled gravity was interpolated from observed gravity values.
 RJ0210
 RJ0210;                    North         East    Units  Estimated Accuracy
 RJ0210;SPC MI N     -   175,200.    8,222,110.      MT  (+/- 180 meters Scaled)
 RJ0210
 RJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS220340(NAD 83)
 RJ0210
 RJ0210                          SUPERSEDED SURVEY CONTROL
 RJ0210
 RJ0210  NGVD 29 (??/??/92)  178.045  (m)          584.14   (f) ADJ UNCH    1 1
 RJ0210
 RJ0210.Superseded values are not recommended for survey control.
 RJ0210
 RJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0210.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0210
 RJ0210_MARKER: Z = SEE DESCRIPTION
 RJ0210_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0210+WITH SETTING: INTO GROUND
 RJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0210+STABILITY: SURFACE MOTION
 RJ0210
 RJ0210  HISTORY     - Date     Condition        Report By
 RJ0210  HISTORY     - 1969     MONUMENTED       NONE
 RJ0210  HISTORY     - 1969     GOOD             USLS
 RJ0210  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0210
 RJ0210                          STATION DESCRIPTION
 RJ0210
 RJ0210'DESCRIBED BY US LAKE SURVEY 1969
 RJ0210'AT SUGAR ISLAND.
 RJ0210'CHU IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON HARDWOOD
 RJ0210'POINT, NEAR SOUTH END OF ISLAND, FROM FERRY DOCK PROCEED EAST
 RJ0210'4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6 MILES SOUTH, TURN
 RJ0210'RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1 MILES SOUTH, TURN
 RJ0210'LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0 MILES SOUTH, TURN
 RJ0210'LEFT, GO 0.44 MILE EAST, TURN RIGHT AT Y-INTERSECTION, GO 2.3
 RJ0210'MILES SOUTHEAST, THEN SOUTH 1.6 MILES, THEN SOUTHEAST 3.2 MILES
 RJ0210'TO CHUCON CABINS, TURN LEFT INTO DRIVE, PROCEED 0.1 MILE TO
 RJ0210'VICINITY OF MARK, 48.2 FEET NORTH OF UTILITY POLE NO. 254-MC,
 RJ0210'19 FEET NORTHEAST OF CENTERLINE OF DRIVE, 10.0 FEET NORTHWEST
 RJ0210'OF WESTERLY CORNER AND IN LINE WITH SOUTHERLY FACE OF CABIN
 RJ0210'NO. 2, 4.4 FEET SOUTHEAST OF 24-INCH MAPLE, 2.4 FEET SOUTHWESTERLY
 RJ0210'OF 12-INCH MAPLE, 1-FOOT BELOW THE GROUND SURFACE, BEING THE
 RJ0210'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 RJ0210'ROD, 8 FEET LONG.
 RJ0210
 RJ0210                          STATION RECOVERY (1983)
 RJ0210
 RJ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0210'NOT RECOVERED, AN EXHAUSTIVE SEARCH WAS MADE WITH LOCAL
 RJ0210'RESIDENT FOR THIS BENCH MARK, CABINS HAVE BEEN MOVED, UTILITY POLES
 RJ0210'AND TREES REMOVED IN THIS AREA.  INADEQUATE DESCRIPTION FOR RECOVERY
 RJ0210'AT THIS TIME, ALL RECOVERY REFERENCE POINTS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0475 ***********************************************************************
 PL0475  DESIGNATION -  CHUB LAKE
 PL0475  PID         -  PL0475
 PL0475  STATE/COUNTY-  MI/OTSEGO
 PL0475  COUNTRY     -  US
 PL0475  USGS QUAD   -  TURTLE LAKE (2017)
 PL0475
 PL0475                         *CURRENT SURVEY CONTROL
 PL0475  ______________________________________________________________________
 PL0475* NAD 83(1994) POSITION- 44 54 40.08780(N) 084 37 28.34624(W)   ADJUSTED
 PL0475* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 PL0475  ______________________________________________________________________
 PL0475  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 PL0475  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 PL0475  HORZ ORDER      -  FIRST
 PL0475
 PL0475.The horizontal coordinates were established by classical geodetic methods
 PL0475.and adjusted by the National Geodetic Survey in February 1997.
 PL0475
 PL0475.The orthometric height was scaled from a topographic map.
 PL0475
 PL0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0475.GEOID18 height accuracy estimate available here.
 PL0475
 PL0475.Click photographs - Photos may exist for this station.
 PL0475
 PL0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0475
 PL0475. The following values were computed from the NAD 83(1994) position.
 PL0475
 PL0475;                    North         East     Units Scale Factor Converg.
 PL0475;SPC MI C     -   177,209.492 5,979,637.859   MT  0.99991286   -0 10 55.8
 PL0475;SPC MI C     -   581,395.97 19,618,234.45   iFT  0.99991286   -0 10 55.8
 PL0475;UTM  16      - 4,975,823.867   687,511.955   MT  1.00003237   +1 40 39.3
 PL0475
 PL0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0475!SPC MI C     -   0.99993853  x   0.99991286  =   0.99985140
 PL0475!UTM  16      -   0.99993853  x   1.00003237  =   0.99997090
 PL0475
 PL0475:                Primary Azimuth Mark                     Grid Az
 PL0475:SPC MI C     -  LEWISTON RESET                           104 10 39.6
 PL0475:UTM  16      -  LEWISTON RESET                           102 19 04.5
 PL0475
 PL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8751175823(NAD 83)
 PL0475
 PL0475|---------------------------------------------------------------------|
 PL0475| PID    Reference Object                     Distance      Geod. Az  |
 PL0475|                                                           dddmmss.s |
 PL0475| CH1000 CHUB LAKE RM 1                       19.779 METERS 00356     |
 PL0475| PL0437 LEWISTON RESET                      APPROX.25.0 KM 1035943.8 |
 PL0475| PL0478 CHUB LAKE FIRE LOT                   49.510 METERS 25326     |
 PL0475| CH1001 CHUB LAKE RM 2                       28.086 METERS 26608     |
 PL0475| CH0999 CHUB LAKE AZ MK                                    3015533.5 |
 PL0475| QK0659 GAYLORD ST MARYS CHURCH SPIRE       APPROX.13.8 KM 3422241.4 |
 PL0475| QK0656 GAYLORD MUNICIPAL TANK              APPROX.12.8 KM 3422843.8 |
 PL0475|---------------------------------------------------------------------|
 PL0475
 PL0475                          SUPERSEDED SURVEY CONTROL
 PL0475
 PL0475  NAD 83(1986)-  44 54 40.07953(N)    084 37 28.34919(W) AD(       ) 1
 PL0475  NAD 27      -  44 54 40.04400(N)    084 37 28.26300(W) AD(       ) 1
 PL0475
 PL0475.Superseded values are not recommended for survey control.
 PL0475
 PL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0475.See file dsdata.pdf to determine how the superseded data were derived.
 PL0475
 PL0475_MARKER: DS = TRIANGULATION STATION DISK
 PL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0475_STAMPING: CHUB LAKE 1932
 PL0475_MARK LOGO: CGS
 PL0475_PROJECTION: FLUSH
 PL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0475+STABILITY: SURFACE MOTION
 PL0475
 PL0475  HISTORY     - Date     Condition        Report By
 PL0475  HISTORY     - 1932     MONUMENTED       CGS
 PL0475  HISTORY     - 1949     GOOD             CGS
 PL0475  HISTORY     - 1974     GOOD             LOCENG
 PL0475  HISTORY     - 1980     GOOD             MIDH
 PL0475
 PL0475                          STATION DESCRIPTION
 PL0475
 PL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0475'ABOUT 9 MILES SOUTH-SOUTHEAST OF GAYLORD, ABOUT 3.5 MILES EAST OF
 PL0475'OTSEGO LAKE, ON SAME RIDGE AS CHUB LAKE FIRE LOOKOUT TOWER, 150.0 FEET
 PL0475'EAST-NORTHEAST OF NORTHEAST CORNER OF TOWER, AND 10 FEET SOUTH OF ROAD
 PL0475'LEADING TO TOWER.
 PL0475'
 PL0475'TO REACH FROM OTSEGO LAKE POST OFFICE, GO NORTH ABOUT 1-3/4 MILES ON
 PL0475'U. S. ROUTE 27 TO SAND ROAD LEADING RIGHT (SOUTHWEST) THROUGH WOODS,
 PL0475'FOLLOW WINDING ROAD 1.2 MILES TO ROAD FORK, FOLLOW LEFT FORK OF ROAD
 PL0475'2.1 MILES TO ROAD INTERSECTION, CONTINUE STRAIGHT AHEAD 100 YARDS TO
 PL0475'ROAD TO RIGHT (SOUTH)  AND PROCEED SOUTH 0.6 MILE TO STATION SITE.
 PL0475'
 PL0475'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0475'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 PL0475'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0475'
 PL0475'NO. 1 PROJECTS 5 INCHES, IS 45 FEET NORTH-NORTHWEST OF ROAD LEADING TO
 PL0475'TOWER, AND 64.89 FEET FROM STATION IN AZIMUTH 183 DEG 57 MIN.
 PL0475'
 PL0475'NO. 2 PRJECTS 6 INCHES, IS 12 FEET NORTH OF ROAD LEADING TO TOWER, 62
 PL0475'FEET NORTHEAST OF NORTHEAST CORNER OF TOWER, AND 82.17 FEET FROM
 PL0475'STATION IN AZIMUTH 86 DEG 08 MIN.  CENTER OF CHUB LAKE FIRE LOOKOUT
 PL0475'TOWER IS 162.0 FEET FROM STATION IN AZIMUTH 73 DEG 26 MIN.
 PL0475
 PL0475                          STATION RECOVERY (1949)
 PL0475
 PL0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0475'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 PL0475'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED.  THE DISTANCE TO
 PL0475'REFERENCE MARK NO. 2 DID NOT CHECK.  AN AZIMUTH MARK WAS SET BY THIS
 PL0475'PARTY.  THE DISCRIPTION TO THE AZIMUTH MARK FOLLOWS.
 PL0475'
 PL0475'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION.  IT IS 21 FEET
 PL0475'NORTH OF THE CENTER OF A SAND ROAD AND 2 FEET WEST OF A TELEPHONE
 PL0475'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CHUB LAKE
 PL0475'1949.  (NOTE 11A)
 PL0475'
 PL0475'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SAND ROAD FOR
 PL0475'0.6 MILE TO A SAND T-ROAD, TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 PL0475'MARK ON THE RIGHT AS DESCRIBED.
 PL0475'
 PL0475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PL0475
 PL0475                          STATION RECOVERY (1974)
 PL0475
 PL0475'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GRM)
 PL0475'RECOVERED BY ROBINSON AND MCKELVEY ASSOCIATES INC CHUB LAKE 1932
 PL0475'EXCELLENT NO WITNESS POSTS WERE SET AS I AM STILL WAIITING FRO THEM-
 PL0475'CHUB LAKE NO. 1 1932 EXCELLENT IT HAS BEEN OVER A YEAR- CHUB LAKE NO.
 PL0475'2 1932 EXCELLENT
 PL0475'
 PL0475'THE MARK IS LOCATED ON POSTED PRIVATE PROPERTY ON THE FORMER SITE OF
 PL0475'THE CHUB LAKE FIRE LOOKOUT TOWER WHICH HAS BLOWN DOWN, DESC- TO REACH
 PL0475'THE MARK FROM THE INTERSECTION OF OLD US-27 HIGHWAY AND OLD STATE READ
 PL0475'IN THE VILLAGE OF OTSEGO LAKE, GO EAST ON OLD STATE ROAD, A PAVED 2
 PL0475'LANE HIGHWAY FOR 3.4 MILES TO THE CREST OF A HILL.  CROSS A POSTED
 PL0475'WIRE FENCE ON THE SOUTH SIDE OF THE ROAD AND CLIMB THE BANK OF THE OLD
 PL0475'STATE ROAD CUT GOING SOUTH.  LOCATE THE OLD FIRETOWER ACCESS ROAD IN
 PL0475'THE WOODS AND PROCEED ALONG IT FOR 0.4 MILES IN A GENERAL SOUTHWEST
 PL0475'DIRECTION TO THE CREST OF A HILL AND THE MARK.  1949 DISTANCES TO REF.
 PL0475'MARKS WERE CHECKED O.K. AS WELL AS AZIMUTHS AZIMUTH MARK NOT FOUND -
 PL0475'DESTROYED BY ROAD CONSTRUCTION ON OLD STATE ROAD RIDGE IS NOW HEADILY
 PL0475'WOODED.
 PL0475'
 PL0475'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.3 MILES EAST OF VILLAGE OF
 PL0475'OTSEGO LAKE
 PL0475
 PL0475                          STATION RECOVERY (1980)
 PL0475
 PL0475'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0475'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 PL0475'CONDITION, THE AZIMUTH MARK WAS FOUND TIPPED OVER IN THE DITCH ON THE
 PL0475'NORTH SIDE OF OLD STATE ROAD.  THE CHUB LAKE FIRE LOOKOUT TOWER IS
 PL0475'TIPPED OVER BUT THE CONCRETE BASES FOR THE LEGS ARE STILL THERE.  THE
 PL0475'DISTANCE AND DIRECTIONS WERE NOT MEASURED.  THE PREVIOUS DESCRIPTION
 PL0475'IS ADEQUATE EXCEPT THE TO REACH.  FOLLOWING IS A NEW TO REACH.
 PL0475'
 PL0475'TO REACH THE STATION FROM OLD 27 AND F38 (OLD STATE ROAD) AT THE SOUTH
 PL0475'END OF OTSEGO LAKE, GO EAST ON F38 3.6 MILES TO A TWO TRACK ROAD RIGHT
 PL0475'NEAR THE TOP OF A HILL, THE TWO TRACK ROAD HAS A WOVEN WIRE FENCE
 PL0475'ACROSS IT NOW, PARK TRUCK AND PACK SOUTHWEST 0.3 MILES ON TWO TRACK
 PL0475'ROAD TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0478 ***********************************************************************
 PL0478  DESIGNATION -  CHUB LAKE FIRE LOT
 PL0478  PID         -  PL0478
 PL0478  STATE/COUNTY-  MI/OTSEGO
 PL0478  COUNTRY     -  US
 PL0478  USGS QUAD   -  OTSEGO LAKE (2017)
 PL0478
 PL0478                         *CURRENT SURVEY CONTROL
 PL0478  ______________________________________________________________________
 PL0478* NAD 83(1994) POSITION- 44 54 39.63049(N) 084 37 30.50959(W)   ADJUSTED
 PL0478  ______________________________________________________________________
 PL0478  GEOID HEIGHT    -        -34.808 (meters)                     GEOID18
 PL0478  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 PL0478  HORZ ORDER      -  THIRD
 PL0478
 PL0478.The horizontal coordinates were established by classical geodetic methods
 PL0478.and adjusted by the National Geodetic Survey in February 1997.
 PL0478
 PL0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0478.GEOID18 height accuracy estimate available here.
 PL0478
 PL0478.Click photographs - Photos may exist for this station.
 PL0478
 PL0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0478
 PL0478. The following values were computed from the NAD 83(1994) position.
 PL0478
 PL0478;                    North         East     Units Scale Factor Converg.
 PL0478;SPC MI C     -   177,195.527 5,979,590.363   MT  0.99991287   -0 10 57.3
 PL0478;SPC MI C     -   581,350.15 19,618,078.62   iFT  0.99991287   -0 10 57.3
 PL0478;UTM  16      - 4,975,808.367   687,464.932   MT  1.00003215   +1 40 37.8
 PL0478
 PL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8746475808(NAD 83)
 PL0478
 PL0478                          SUPERSEDED SURVEY CONTROL
 PL0478
 PL0478  NAD 83(1986)-  44 54 39.62221(N)    084 37 30.51253(W) AD(       ) 3
 PL0478  NAD 27      -  44 54 39.58669(N)    084 37 30.42628(W) AD(       ) 3
 PL0478
 PL0478.Superseded values are not recommended for survey control.
 PL0478
 PL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0478.See file dsdata.pdf to determine how the superseded data were derived.
 PL0478
 PL0478_MARKER: 57 = LOOKOUT TOWER
 PL0478
 PL0478  HISTORY     - Date     Condition        Report By
 PL0478  HISTORY     - 1932     FIRST OBSERVED   CGS
 PL0478  HISTORY     - 1949     GOOD             CGS
 PL0478
 PL0478                          STATION DESCRIPTION
 PL0478
 PL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0478'SATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GAYLORD AND 4 MILES EAST
 PL0478'OF OTSEGO LAKE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET
 PL0478'HIGH PAINTED SILVER WITH AN ENCLOSED CAB AT THE TOP.  THE POINT
 PL0478'OBSERVED ON WAS THE CENTER OF THE TOP OF THE CAB.  THE POINT TRAVERSED
 PL0478'TO WAS THE CENTER OF THE BASE OF THE TOWER.
 PL0478'
 PL0478'TO REACH THE STATION FROM THE OTSEGO LAKE POST OFFICE GO EAST ON
 PL0478'GRAVEL ROAD FOR 3.65 MILES TO A TO A WOODS ROAD RIGHT, TURN RIGHT AND
 PL0478'GO 0.4 MILE TO THE STATION AS DESCRIBED.
 PL0478'
 PL0478'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHUB LAKE
 PL0478'AND THE DISTANCE WAS FOUND TO BE 162.4 FEET.  (49.51 METERS)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0228 ***********************************************************************
 NE0228  DESIGNATION -  CHURCH
 NE0228  PID         -  NE0228
 NE0228  STATE/COUNTY-  MI/ST CLAIR
 NE0228  COUNTRY     -  US
 NE0228  USGS QUAD   -  ALGONAC (2017)
 NE0228
 NE0228                         *CURRENT SURVEY CONTROL
 NE0228  ______________________________________________________________________
 NE0228* NAD 83(1986) POSITION- 42 35 58.     (N) 082 32 41.     (W)   SCALED
 NE0228* NAVD 88 ORTHO HEIGHT -   178.215 (meters)      584.69  (feet) ADJUSTED
 NE0228  ______________________________________________________________________
 NE0228  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 NE0228  DYNAMIC HEIGHT  -        178.164 (meters)      584.53  (feet) COMP
 NE0228  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 NE0228
 NE0228  VERT ORDER      -  FIRST     CLASS 0
 NE0228
 NE0228.The horizontal coordinates were scaled from a map and have
 NE0228.an estimated accuracy of +/- 6 seconds.
 NE0228
 NE0228.The orthometric height was determined by differential leveling and
 NE0228.adjusted by the NATIONAL GEODETIC SURVEY
 NE0228.in June 1991.
 NE0228
 NE0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0228.GEOID18 height accuracy estimate available here.
 NE0228
 NE0228.Click photographs - Photos may exist for this station.
 NE0228
 NE0228.The dynamic height is computed by dividing the NAVD 88
 NE0228.geopotential number by the normal gravity value computed on the
 NE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0228.degrees latitude (g = 980.6199 gals.).
 NE0228
 NE0228.The modeled gravity was interpolated from observed gravity values.
 NE0228
 NE0228;                    North         East    Units  Estimated Accuracy
 NE0228;SPC MI S     -   123,740.    4,149,500.      MT  (+/- 180 meters Scaled)
 NE0228
 NE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH732174(NAD 83)
 NE0228
 NE0228                          SUPERSEDED SURVEY CONTROL
 NE0228
 NE0228  NGVD 29 (??/??/92)  178.346  (m)          585.12   (f) ADJ UNCH    1 0
 NE0228
 NE0228.Superseded values are not recommended for survey control.
 NE0228
 NE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0228.See file dsdata.pdf to determine how the superseded data were derived.
 NE0228
 NE0228_MARKER: DD = SURVEY DISK
 NE0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0228_SP_SET: WALL
 NE0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0228+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 NE0228
 NE0228  HISTORY     - Date     Condition        Report By
 NE0228  HISTORY     - 1930     MONUMENTED       USLS
 NE0228  HISTORY     - 1970     GOOD             USLS
 NE0228  HISTORY     - 19960922 GOOD             USPSQD
 NE0228  HISTORY     - 20011018 GOOD             LOCENG
 NE0228  HISTORY     - 20051023 GOOD             USPSQD
 NE0228
 NE0228                          STATION DESCRIPTION
 NE0228
 NE0228'DESCRIBED BY US LAKE SURVEY 1970
 NE0228'AT HARSENS ISLAND.
 NE0228'CHURCH IS ON SOUTHEAST SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0228'MICHIGAN, ABOUT 2-1/4 MILES UPSTREAM FROM HARSENS ISLAND RANGE
 NE0228'LIGHTS, ON THE EAST SIDE OF ORCHID BOULEVARD, ON ROAD FACE OF
 NE0228'ST. PAUL CHURCH, 1.4 FEET FROM THE SOUTHWEST CORNER, 4 FEET
 NE0228'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC
 NE0228'SET INTO THE BRICK WALL.  NOTE-- BM 1930
 NE0228
 NE0228                          STATION RECOVERY (1996)
 NE0228
 NE0228'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0228'RECOVERED IN GOOD CONDITION.
 NE0228
 NE0228                          STATION RECOVERY (2001)
 NE0228
 NE0228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0228'RECOVERED AS DESCRIBED, EXCEPT THERE IS A 1992 ADDITION ON THE SOUTH
 NE0228'SIDE OF THE BUILDING SO THE MARK IS MORE ACCURATELY DESCRIBED AS BEING
 NE0228'IN THE MIDDLE OF THE WEST FACE OF THE BUILDING. MARK IS NOT SUITABLE
 NE0228'FOR GPS OCCUPATION BUT THE AREA TO THE WEST OF THE BUILDING IS
 NE0228'SUITABLE FOR SETTING AN ECCENTRIC STATION FOR GPS OCCUPATION.
 NE0228
 NE0228                          STATION RECOVERY (2005)
 NE0228
 NE0228'RECOVERY NOTE BY US POWER SQUADRON 2005 (RC)
 NE0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0246 ***********************************************************************
 QK0246  DESIGNATION -  CHURCH
 QK0246  PID         -  QK0246
 QK0246  STATE/COUNTY-  MI/MACKINAC
 QK0246  COUNTRY     -  US
 QK0246  USGS QUAD   -  SAINT IGNACE (2017)
 QK0246
 QK0246                         *CURRENT SURVEY CONTROL
 QK0246  ______________________________________________________________________
 QK0246* NAD 83(1986) POSITION- 45 51 32.     (N) 084 43 14.     (W)   SCALED
 QK0246* NAVD 88 ORTHO HEIGHT -   206.827 (meters)      678.56  (feet) ADJUSTED
 QK0246  ______________________________________________________________________
 QK0246  GEOID HEIGHT    -        -35.390 (meters)                     GEOID18
 QK0246  DYNAMIC HEIGHT  -        206.835 (meters)      678.59  (feet) COMP
 QK0246  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 QK0246
 QK0246  VERT ORDER      -  FIRST     CLASS 0
 QK0246
 QK0246.The horizontal coordinates were scaled from a map and have
 QK0246.an estimated accuracy of +/- 6 seconds.
 QK0246
 QK0246.The orthometric height was determined by differential leveling and
 QK0246.adjusted by the NATIONAL GEODETIC SURVEY
 QK0246.in June 1991.
 QK0246
 QK0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0246.GEOID18 height accuracy estimate available here.
 QK0246
 QK0246.Click photographs - Photos may exist for this station.
 QK0246
 QK0246.The dynamic height is computed by dividing the NAVD 88
 QK0246.geopotential number by the normal gravity value computed on the
 QK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0246.degrees latitude (g = 980.6199 gals.).
 QK0246
 QK0246.The modeled gravity was interpolated from observed gravity values.
 QK0246
 QK0246;                    North         East    Units  Estimated Accuracy
 QK0246;SPC MI N     -   122,090.    8,176,990.      MT  (+/- 180 meters Scaled)
 QK0246
 QK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR769808(NAD 83)
 QK0246
 QK0246                          SUPERSEDED SURVEY CONTROL
 QK0246
 QK0246.No superseded survey control is available for this station.
 QK0246
 QK0246_MARKER: DD = SURVEY DISK
 QK0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0246_SP_SET: CULVERT HEADWALL
 QK0246_STAMPING: BM CHURCH 1972 LAKE SURVEY CENTER
 QK0246_MARK LOGO: NOS
 QK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0246+STABILITY: SURFACE MOTION
 QK0246
 QK0246  HISTORY     - Date     Condition        Report By
 QK0246  HISTORY     - 1972     MONUMENTED       NOS
 QK0246  HISTORY     - 1972     GOOD             NGS
 QK0246  HISTORY     - 1983     GOOD             NGS
 QK0246  HISTORY     - 19950701 GOOD             USPSQD
 QK0246  HISTORY     - 20020605 GOOD             MIDT
 QK0246  HISTORY     - 20120518 MARK NOT FOUND   GEOCAC
 QK0246  HISTORY     - 20150706 MARK NOT FOUND   GEOCAC
 QK0246
 QK0246                          STATION DESCRIPTION
 QK0246
 QK0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0246'AT ST IGNACE.
 QK0246'AT ST IGNACE, ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 2 FROM
 QK0246'THE ST IGNACE POST OFFICE, AT THE NORTHWEST CORNER OF THE
 QK0246'INTERSECTION OF THE HIGHWAY AND CHURCH STREET, NEAR THE COLLINS
 QK0246'MOTEL, SET IN THE TOP OF THE CONCRETE HEADWALL FOR A 24 INCH
 QK0246'PIPE CULVERT UNDER CHURCH STREET, 46 FEET NORTH OF THE CENTER
 QK0246'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 38 1/2 FEET WEST
 QK0246'OF THE CENTER LINE OF CHURCH STREET, 1.2 FEET SOUTH OF THE
 QK0246'NORTH END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE
 QK0246'HIGHWAY.
 QK0246
 QK0246                          STATION RECOVERY (1983)
 QK0246
 QK0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0246'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0246'0.7 KM (0.45 MI) SOUTHWEST ALONG BUSINESS INTERSTATE HIGHWAY 75 AND
 QK0246'U.S. HIGHWAY 2 WEST FROM THE POST OFFICE IN ST. IGNACE, AT THE
 QK0246'JUNCTION OF CHURCH STREET AND HIGHWAY 2, SET IN THE TOP OF THE WEST
 QK0246'END OF A CONCRETE HEADWALL, 10.05 METERS (33.0 FT) NORTH OF THE
 QK0246'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 11.73 METERS (38.5 FT) WEST
 QK0246'OF THE CENTER OF CHURCH STREET, 5.79 METERS (19.0 FT) SOUTHWEST OF A
 QK0246'FIRE HYDRANT, AND 0.36 METERS (1.2 FT) SOUTHWEST OF THE NORTHEAST END
 QK0246'OF THE HEADWALL.
 QK0246'THE MARK IS 0.3 M BELOW ROAD.
 QK0246
 QK0246                          STATION RECOVERY (1995)
 QK0246
 QK0246'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0246'RECOVERED IN GOOD CONDITION.
 QK0246
 QK0246                          STATION RECOVERY (2002)
 QK0246
 QK0246'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0246'RECOVERED IN GOOD CONDITION.
 QK0246
 QK0246                          STATION RECOVERY (2012)
 QK0246
 QK0246'RECOVERY NOTE BY GEOCACHING 2012 (RLM)
 QK0246'THE CULVERT AND HEAD WALL HAVE BEEN REPLACED.
 QK0246
 QK0246                          STATION RECOVERY (2015)
 QK0246
 QK0246'RECOVERY NOTE BY GEOCACHING 2015 (MTT)
 QK0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0045 ***********************************************************************
 QK0045  DESIGNATION -  CHURCH
 QK0045  PID         -  QK0045
 QK0045  STATE/COUNTY-  MI/MACKINAC
 QK0045  COUNTRY     -  US
 QK0045  USGS QUAD   -  CEDARVILLE (2017)
 QK0045
 QK0045                         *CURRENT SURVEY CONTROL
 QK0045  ______________________________________________________________________
 QK0045* NAD 83(1986) POSITION- 45 59 47.     (N) 084 21 33.     (W)   SCALED
 QK0045* NAVD 88 ORTHO HEIGHT -   178.113 (meters)      584.36  (feet) ADJUSTED
 QK0045  ______________________________________________________________________
 QK0045  GEOID HEIGHT    -        -36.028 (meters)                     GEOID18
 QK0045  DYNAMIC HEIGHT  -        178.120 (meters)      584.38  (feet) COMP
 QK0045  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 QK0045
 QK0045  VERT ORDER      -  FIRST     CLASS 0
 QK0045
 QK0045.The horizontal coordinates were scaled from a map and have
 QK0045.an estimated accuracy of +/- 6 seconds.
 QK0045
 QK0045.The orthometric height was determined by differential leveling and
 QK0045.adjusted by the NATIONAL GEODETIC SURVEY
 QK0045.in June 1991.
 QK0045
 QK0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0045.GEOID18 height accuracy estimate available here.
 QK0045
 QK0045.Click photographs - Photos may exist for this station.
 QK0045
 QK0045.The dynamic height is computed by dividing the NAVD 88
 QK0045.geopotential number by the normal gravity value computed on the
 QK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0045.degrees latitude (g = 980.6199 gals.).
 QK0045
 QK0045.The modeled gravity was interpolated from observed gravity values.
 QK0045
 QK0045;                    North         East    Units  Estimated Accuracy
 QK0045;SPC MI N     -   138,230.    8,204,530.      MT  (+/- 180 meters Scaled)
 QK0045
 QK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR044970(NAD 83)
 QK0045
 QK0045                          SUPERSEDED SURVEY CONTROL
 QK0045
 QK0045  NGVD 29 (??/??/92)  178.105  (m)          584.33   (f) ADJ UNCH    1 0
 QK0045
 QK0045.Superseded values are not recommended for survey control.
 QK0045
 QK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0045.See file dsdata.pdf to determine how the superseded data were derived.
 QK0045
 QK0045_MARKER: I = METAL ROD
 QK0045_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0045+WITH SETTING: INTO GROUND
 QK0045_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0045
 QK0045  HISTORY     - Date     Condition        Report By
 QK0045  HISTORY     - 1957     MONUMENTED       USLS
 QK0045  HISTORY     - 1972     GOOD             USLS
 QK0045  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0045  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0045
 QK0045                          STATION DESCRIPTION
 QK0045
 QK0045'DESCRIBED BY US LAKE SURVEY 1972
 QK0045'AT CEDARVILLE.
 QK0045'CHURCH IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, ABOUT 370 FEET
 QK0045'EAST OF EAST EDGE OF WALK LEADING INTO CEDAR INN, IN LINE WITH
 QK0045'WEST FACE AND 31.2 FEET SOUTH OF FRONT STEP OF FIRST UNION
 QK0045'CHURCH, 24 FEET NORTH OF CENTERLINE OF HODECK STREET, 9.2 FEET
 QK0045'EAST OF EAST FACE OF UTILITY POLE NO. 2319, 2.3 FEET SOUTHWEST
 QK0045'OF RIGHT ANGLE CORNER AND 1.0 FOOT SOUTH OF SOUTH FACE OF 1 FOOT
 QK0045'HIGH STONE WALL, 1/4-FOOT BELOW GROUND SURFACE, BEING HIGHEST
 QK0045'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 QK0045'13 FEET LONG.  NOTE-- PREV. DESIG. CHURCH 1957.
 QK0045
 QK0045                          STATION RECOVERY (1983)
 QK0045
 QK0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0045'NOT RECOVERED, OLD STONE WALL AND CHURCH STEP MOVED, NEW WALL IN
 QK0045'DIFFERENT LOCATION, ASSUME MARK LOST.
 QK0045
 QK0045                          STATION RECOVERY (1995)
 QK0045
 QK0045'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0520 ***********************************************************************
 RK0520  DESIGNATION -  CHURCH
 RK0520  PID         -  RK0520
 RK0520  STATE/COUNTY-  MI/MARQUETTE
 RK0520  COUNTRY     -  US
 RK0520  USGS QUAD   -  HARVEY (2017)
 RK0520
 RK0520                         *CURRENT SURVEY CONTROL
 RK0520  ______________________________________________________________________
 RK0520* NAD 83(1994) POSITION- 46 26 16.27645(N) 087 16 47.61174(W)   ADJUSTED
 RK0520* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 RK0520  ______________________________________________________________________
 RK0520  GEOID HEIGHT    -        -34.732 (meters)                     GEOID18
 RK0520  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 RK0520  HORZ ORDER      -  THIRD
 RK0520
 RK0520.The horizontal coordinates were established by classical geodetic methods
 RK0520.and adjusted by the National Geodetic Survey in February 1997.
 RK0520
 RK0520.The orthometric height was scaled from a topographic map.
 RK0520
 RK0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0520.GEOID18 height accuracy estimate available here.
 RK0520
 RK0520.Click photographs - Photos may exist for this station.
 RK0520
 RK0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0520
 RK0520. The following values were computed from the NAD 83(1994) position.
 RK0520
 RK0520;                    North         East     Units Scale Factor Converg.
 RK0520;SPC MI N     -   183,928.677 7,978,492.345   MT  0.99990637   -0 12 08.3
 RK0520;SPC MI N     -   603,440.54 26,176,155.99   iFT  0.99990637   -0 12 08.3
 RK0520;UTM  16      - 5,142,736.064   478,498.895   MT  0.99960568   -0 12 10.1
 RK0520
 RK0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0520!SPC MI N     -   0.99996578  x   0.99990637  =   0.99987215
 RK0520!UTM  16      -   0.99996578  x   0.99960568  =   0.99957147
 RK0520
 RK0520:                Primary Azimuth Mark                     Grid Az
 RK0520:SPC MI N     -  CHURCH AZ MK                             131 08 18.5
 RK0520:UTM  16      -  CHURCH AZ MK                             131 08 20.3
 RK0520
 RK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7849842736(NAD 83)
 RK0520
 RK0520|---------------------------------------------------------------------|
 RK0520| PID    Reference Object                     Distance      Geod. Az  |
 RK0520|                                                           dddmmss.s |
 RK0520| RK0521 TT 14 ES                              5.898 METERS 04921     |
 RK0520| CJ2346 CHURCH AZ MK                                       1305610.2 |
 RK0520| CJ2347 CHURCH RM 1                          17.558 METERS 28357     |
 RK0520|---------------------------------------------------------------------|
 RK0520
 RK0520                          SUPERSEDED SURVEY CONTROL
 RK0520
 RK0520  NAD 83(1986)-  46 26 16.27078(N)    087 16 47.60965(W) AD(       ) 3
 RK0520  NAD 27      -  46 26 16.49800(N)    087 16 47.09500(W) AD(       ) 3
 RK0520
 RK0520.Superseded values are not recommended for survey control.
 RK0520
 RK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0520.See file dsdata.pdf to determine how the superseded data were derived.
 RK0520
 RK0520_MARKER: DS = TRIANGULATION STATION DISK
 RK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0520_STAMPING: CHURCH 1955
 RK0520_MARK LOGO: CGS
 RK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0520+STABILITY: SURFACE MOTION
 RK0520
 RK0520  HISTORY     - Date     Condition        Report By
 RK0520  HISTORY     - 1955     MONUMENTED       CGS
 RK0520  HISTORY     - 19810601 MARK NOT FOUND   USGS
 RK0520  HISTORY     - 19920929 MARK NOT FOUND   USPSQD
 RK0520  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 RK0520
 RK0520                          STATION DESCRIPTION
 RK0520
 RK0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0520'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MARQUETTE, ABOUT
 RK0520'4.5 MILES NORTH-NORTHWEST OF SKANDIA, AND ABOUT 300 FEET SOUTH OF
 RK0520'THE ST. PAULS LUTHERAN CHURCH.  IT IS IN SECTION 26, T. 47 N. R. 24
 RK0520'W. AND ON THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 41.
 RK0520'
 RK0520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0520'HIGHWAY 28 WHICH IS 4.5 MILES SOUTHEAST OF MARQUETTE, GO SOUTHEAST
 RK0520'ON U.S. HIGHWAY 41 FOR 4.75 MILES TO THE STATION ON THE RIGHT.
 RK0520'(CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 FOR 0.3 MILE TO A CEMETERY ON
 RK0520'THE LEFT AND THE AZIMUTH MARK ON THE LEFT.)
 RK0520'
 RK0520'STATION MARK, A STANDARD DISK, STAMPED CHURCH 1955, IS SET IN THE TOP
 RK0520'OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 52.5 FEET
 RK0520'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, 52 FEET SOUTHEAST OF
 RK0520'THE SOUTHEAST CORNER OF HOUSE, 41 FEET NORTHWEST OF A POWER LINE
 RK0520'POLE, 4 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE LINE AND 3.5
 RK0520'FEET SOUTHWEST OF A WHITE WITNESS POST.
 RK0520'
 RK0520'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHURCH NO 1 1955, IS
 RK0520'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 RK0520'SURFACE OF THE GROUND.  IT IS 82 FEET SOUTH-WEST OF THE CENTER OF
 RK0520'U.S. HIGHWAY 41, 23 FEET SOUTHWEST OF THE EAST CORNER OF HOUSE AND 3
 RK0520'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF HOUSE.
 RK0520'
 RK0520'U.S. GEOLOGICAL SURVEY BENCH MARK, A STANDARD BRONZE DISK, STAMPED
 RK0520'TT 14 ES 1931, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 RK0520'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 33 FEET SOUTHWEST OF THE
 RK0520'CENTER OF U.S. HIGHWAY 41 AND 29.5 FEET NORTHWEST OF A POWER LINE
 RK0520'POLE.
 RK0520'
 RK0520'AZIMUTH MARK, A STANDARD DISK, STAMPED CHURCH 1955, IS SET IN THE TOP
 RK0520'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 66 FEET
 RK0520'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41, 17.5 FEET NORTHEAST OF
 RK0520'A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WHITE WITNESS POST, 6
 RK0520'INCHES SOUTH OF A NORTHEAST-SOUTHWEST FENCE LINE AND IN THE WEST
 RK0520'CORNER OF A CEMETERY.
 RK0520
 RK0520                          STATION RECOVERY (1981)
 RK0520
 RK0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (JHS)
 RK0520'MARK NOT FOUND.
 RK0520
 RK0520                          STATION RECOVERY (1992)
 RK0520
 RK0520'RECOVERY NOTE BY US POWER SQUADRON 1992 (AEA)
 RK0520'MARK NOT FOUND.
 RK0520
 RK0520                          STATION RECOVERY (2006)
 RK0520
 RK0520'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0520'ADJUSTED COORDINATES PLACE THE MARK NEAR THE CENTER OF PRESENT DAY
 RK0520'US-41. EXTENSIVE WORK
 RK0520'HAS BEEN DONE OVER THE YEARS AT THIS LOCATION, INCLUDING
 RK0520'RECONSTRUCTING  AND WIDENING THE
 RK0520'ROADWAY FOR THE ADDITION OF PASSING LANES. RK0521 AND RM1 ALSO
 RK0520'SEARCHED FOR AND NOT FOUND,
 RK0520'PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0756 ***********************************************************************
 RJ0756  DESIGNATION -  CHURCH
 RJ0756  PID         -  RJ0756
 RJ0756  STATE/COUNTY-  MI/CHIPPEWA
 RJ0756  COUNTRY     -  US
 RJ0756  USGS QUAD   -  PAYMENT OE E (2017)
 RJ0756
 RJ0756                         *CURRENT SURVEY CONTROL
 RJ0756  ______________________________________________________________________
 RJ0756* NAD 83(1994) POSITION- 46 30 54.35040(N) 084 07 21.23749(W)   ADJUSTED
 RJ0756* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0756  ______________________________________________________________________
 RJ0756  GEOID HEIGHT    -        -36.763 (meters)                     GEOID18
 RJ0756  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 RJ0756  HORZ ORDER      -  THIRD
 RJ0756
 RJ0756.The horizontal coordinates were established by classical geodetic methods
 RJ0756.and adjusted by the National Geodetic Survey in February 1997.
 RJ0756
 RJ0756.The orthometric height was scaled from a topographic map.
 RJ0756
 RJ0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0756.GEOID18 height accuracy estimate available here.
 RJ0756
 RJ0756.Click photographs - Photos may exist for this station.
 RJ0756
 RJ0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0756
 RJ0756. The following values were computed from the NAD 83(1994) position.
 RJ0756
 RJ0756;                    North         East     Units Scale Factor Converg.
 RJ0756;SPC MI N     -   196,483.218 8,220,749.986   MT  0.99991086   +2 04 47.2
 RJ0756;SPC MI N     -   644,629.98 26,970,964.52   iFT  0.99991086   +2 04 47.2
 RJ0756;SPC MI C     -   355,485.231 6,018,738.045   MT  1.00029133   +0 10 20.8
 RJ0756;SPC MI C     - 1,166,290.13 19,746,515.90   iFT  1.00029133   +0 10 20.8
 RJ0756;UTM  16      - 5,155,303.964   720,725.026   MT  1.00019889   +2 05 18.9
 RJ0756
 RJ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0756!SPC MI N     -   0.99997770  x   0.99991086  =   0.99988856
 RJ0756!SPC MI C     -   0.99997770  x   1.00029133  =   1.00026903
 RJ0756!UTM  16      -   0.99997770  x   1.00019889  =   1.00017659
 RJ0756
 RJ0756:                Primary Azimuth Mark                     Grid Az
 RJ0756:SPC MI N     -  HICKLER                                  005 16 32.5
 RJ0756:SPC MI C     -  HICKLER                                  007 10 58.9
 RJ0756:UTM  16      -  HICKLER                                  005 16 00.8
 RJ0756
 RJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2072555303(NAD 83)
 RJ0756
 RJ0756|---------------------------------------------------------------------|
 RJ0756| PID    Reference Object                     Distance      Geod. Az  |
 RJ0756|                                                           dddmmss.s |
 RJ0756| RJ0750 HICKLER                             463.840 METERS 0072119.7 |
 RJ0756| RJ0761 ARMY                                317.134 METERS 05918     |
 RJ0756| RJ0757 RJ0757                              286.491 METERS 35430     |
 RJ0756|---------------------------------------------------------------------|
 RJ0756
 RJ0756                          SUPERSEDED SURVEY CONTROL
 RJ0756
 RJ0756  NAD 83(1986)-  46 30 54.34438(N)    084 07 21.24690(W) AD(       ) 3
 RJ0756  NAD 27      -  46 30 54.25900(N)    084 07 21.14000(W) AD(       ) 3
 RJ0756
 RJ0756.Superseded values are not recommended for survey control.
 RJ0756
 RJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0756.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0756
 RJ0756_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0756_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0756_MARK LOGO: IBC
 RJ0756_PROJECTION: FLUSH
 RJ0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0756
 RJ0756  HISTORY     - Date     Condition        Report By
 RJ0756  HISTORY     - 1943     MONUMENTED       IBC
 RJ0756
 RJ0756                          STATION DESCRIPTION
 RJ0756
 RJ0756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0756'STATION IS W OF CHURCHVILLE POINT, SUGAR ISLAND, AT EDGE OF TIMBER,
 RJ0756'ON S SIDE OF OPEN GROUND, JUST E OF OLD SINGLE - TRACK ROAD WHERE
 RJ0756'IT GOES S DOWN HILL INTO WOODS.  IT IS ABOUT 200 FEET E OF EDGE OF
 RJ0756'TIMBER, 10 FEET N OF EDGE OF DROP - OFF TO LOW FLAT GROUND BETWEEN
 RJ0756'STATION AND LAKE GEORGE, ABOUT 8 FEET ABOVE WATER LEVEL OF LAKE
 RJ0756'GEORGE, AND 16 FEET NNW OF 10-INCH ELM TREE.
 RJ0756'
 RJ0756'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0756'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0756'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A 1/2-INCH DRILL
 RJ0756'HOLE 1 INCH DEEP IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND
 RJ0756'10 INCHES LONG SET 2 FEET UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0798 ***********************************************************************
 NG0798  DESIGNATION -  CHURCH
 NG0798  PID         -  NG0798
 NG0798  STATE/COUNTY-  MI/OTTAWA
 NG0798  COUNTRY     -  US
 NG0798  USGS QUAD   -  HOLLAND WEST (2017)
 NG0798
 NG0798                         *CURRENT SURVEY CONTROL
 NG0798  ______________________________________________________________________
 NG0798* NAD 83(2011) POSITION- 42 47 53.78849(N) 086 08 44.15112(W)   ADJUSTED
 NG0798* NAD 83(2011) ELLIP HT-   146.822 (meters)        (06/27/12)   ADJUSTED
 NG0798* NAD 83(2011) EPOCH   -  2010.00
 NG0798* NAVD 88 ORTHO HEIGHT -   180.2   (meters)      591.    (feet) GPS OBS
 NG0798  ______________________________________________________________________
 NG0798  NAVD 88 orthometric height was determined with geoid model    GEOID90
 NG0798  GEOID HEIGHT    -        -33.400 (meters)                     GEOID90
 NG0798  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 NG0798  NAD 83(2011) X  -    315,087.380 (meters)                     COMP
 NG0798  NAD 83(2011) Y  - -4,676,713.346 (meters)                     COMP
 NG0798  NAD 83(2011) Z  -  4,311,185.128 (meters)                     COMP
 NG0798  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 NG0798
 NG0798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0798  Standards:
 NG0798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0798  -------------------------------------------------------------------
 NG0798  NETWORK   24.96  57.09          11.07   9.17  29.13      0.05327869
 NG0798  -------------------------------------------------------------------
 NG0798  Click here for local accuracies and other accuracy information.
 NG0798
 NG0798.The horizontal coordinates were established by GPS observations
 NG0798.and adjusted by the National Geodetic Survey in June 2012.
 NG0798
 NG0798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0798.been affixed to the stable North American tectonic plate. See 
 NG0798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0798
 NG0798.The horizontal coordinates are valid at the epoch date displayed above
 NG0798.which is a decimal equivalence of Year/Month/Day.
 NG0798
 NG0798.The orthometric height was determined by GPS observations and a
 NG0798.high-resolution geoid model.
 NG0798
 NG0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0798.GEOID18 height accuracy estimate available here.
 NG0798
 NG0798.Click photographs - Photos may exist for this station.
 NG0798
 NG0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0798
 NG0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0798
 NG0798.The ellipsoidal height was determined by GPS observations
 NG0798.and is referenced to NAD 83.
 NG0798
 NG0798. The following values were computed from the NAD 83(2011) position.
 NG0798
 NG0798;                    North         East     Units Scale Factor Converg.
 NG0798;SPC MI S     -   145,746.062 3,854,494.841   MT  0.99990802   -1 12 38.2
 NG0798;SPC MI S     -   478,169.49 12,645,980.45   iFT  0.99990802   -1 12 38.2
 NG0798;UTM  16      - 4,738,767.881   569,868.528   MT  0.99966006   +0 34 49.9
 NG0798
 NG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0798!SPC MI S     -   0.99997697  x   0.99990802  =   0.99988500
 NG0798!UTM  16      -   0.99997697  x   0.99966006  =   0.99963704
 NG0798
 NG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6986838767(NAD 83)
 NG0798
 NG0798                          SUPERSEDED SURVEY CONTROL
 NG0798
 NG0798  NAD 83(2007)-  42 47 53.78814(N)    086 08 44.15223(W) AD(2002.00) 0
 NG0798  ELLIP H (02/10/07)  146.879  (m)                       GP(2002.00)    
 NG0798  ELLIP H (07/17/02)  146.967  (m)                       GP(       ) 4 1
 NG0798  NAD 83(1994)-  42 47 53.78970(N)    086 08 44.15308(W) AD(       ) 2
 NG0798  ELLIP H (02/03/97)  147.060  (m)                       GP(       ) 4 1
 NG0798  NAD 83(1986)-  42 47 53.79052(N)    086 08 44.15781(W) AD(       ) 2
 NG0798
 NG0798.Superseded values are not recommended for survey control.
 NG0798
 NG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0798.See file dsdata.pdf to determine how the superseded data were derived.
 NG0798
 NG0798_MARKER: DD = SURVEY DISK
 NG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0798_STAMPING: CHURCH 1991
 NG0798_MARK LOGO: NOS
 NG0798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0798+STABILITY: SURFACE MOTION
 NG0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0798+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 NG0798
 NG0798  HISTORY     - Date     Condition        Report By
 NG0798  HISTORY     - 1991     MONUMENTED       NOS
 NG0798  HISTORY     - 20051201 GOOD             INDIV
 NG0798
 NG0798                          STATION DESCRIPTION
 NG0798
 NG0798'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0798'THE STATION IS LOCATED IN HOLLAND MICHIGAN ON THE NORTH SIDE OF PINE
 NG0798'CREEK BAY ON THE PROPERTY OF THE BEECHWOOD REFORMED CHURCH.
 NG0798'TO REACH THE STATION FROM THE CROSSOVER OF HWY 31 AND LAKEWOOD AVE IN
 NG0798'HOLLAND, PROCEED WEST FOR 3.3 MI (5.31 KM) ON LAKEWOOD WHICH TURNS
 NG0798'INTO DOUGLAS WHICH TURNS INTO OTTAWA BEACH RD TO BEECHWOOD REFORMED
 NG0798'CHURCH, AND STATION AS DESCRIBED.
 NG0798'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED CHURCH 1991
 NG0798'ATTACHED TO A FOUR FOOT ALUMINUM ROD IMBEDDED IN A MASS OF CONCRETE
 NG0798'SET FLUSH WITH THE GROUND.  IT IS 79.40 M (260.50 FT) SOUTH OF A LINE
 NG0798'OF TALL TREES, 76.79 M (251.94 FT) NORTH OF THE CENTERLINE OF OTTAWA
 NG0798'BEACH RD, 52.26 M (171.46 FT) EAST OF THE EAST EDGE OF THE ROAD
 NG0798'LEADING TO THE BEECHWOOD REFORMED CHURCH, 2.40 M (7.87 FT) WEST OF A
 NG0798'NOAA WITNESS POST.
 NG0798'DESCRIBED BY RDJ.
 NG0798
 NG0798                          STATION RECOVERY (2005)
 NG0798
 NG0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 NG0798'SLIGHTLY SCRATCHED FROM LAWN MAINTENANCE EQUIPMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0023 ***********************************************************************
 NE0023  DESIGNATION -  CHURCH USLS
 NE0023  PID         -  NE0023
 NE0023  STATE/COUNTY-  MI/ST CLAIR
 NE0023  COUNTRY     -  US
 NE0023  USGS QUAD   -  ST. CLAIR (2017)
 NE0023
 NE0023                         *CURRENT SURVEY CONTROL
 NE0023  ______________________________________________________________________
 NE0023* NAD 83(1986) POSITION- 42 49 22.6    (N) 082 29 20.0    (W)   HD_HELD2
 NE0023* NAVD 88 ORTHO HEIGHT -   180.206 (meters)      591.23  (feet) ADJUSTED
 NE0023  ______________________________________________________________________
 NE0023  GEOID HEIGHT    -        -34.991 (meters)                     GEOID18
 NE0023  DYNAMIC HEIGHT  -        180.158 (meters)      591.07  (feet) COMP
 NE0023  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 NE0023
 NE0023  VERT ORDER      -  FIRST     CLASS 0
 NE0023
 NE0023.The horizontal coordinates were established by autonomous hand held GPS
 NE0023.observations and have an estimated accuracy of +/- 10 meters.
 NE0023
 NE0023.The orthometric height was determined by differential leveling and
 NE0023.adjusted by the NATIONAL GEODETIC SURVEY
 NE0023.in June 1991.
 NE0023
 NE0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0023.GEOID18 height accuracy estimate available here.
 NE0023
 NE0023.Click photographs - Photos may exist for this station.
 NE0023
 NE0023.The dynamic height is computed by dividing the NAVD 88
 NE0023.geopotential number by the normal gravity value computed on the
 NE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0023.degrees latitude (g = 980.6199 gals.).
 NE0023
 NE0023.The modeled gravity was interpolated from observed gravity values.
 NE0023
 NE0023;                    North         East    Units  Estimated Accuracy
 NE0023;SPC MI S     -   148,661.    4,153,528.      MT  (+/- 10 meters HH2 GPS)
 NE0023
 NE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7829442228(NAD 83)
 NE0023
 NE0023                          SUPERSEDED SURVEY CONTROL
 NE0023
 NE0023  NGVD 29 (11/26/84)  180.335  (m)          591.65   (f) ADJUSTED    1 0
 NE0023
 NE0023.Superseded values are not recommended for survey control.
 NE0023
 NE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0023.See file dsdata.pdf to determine how the superseded data were derived.
 NE0023
 NE0023_MARKER: DD = SURVEY DISK
 NE0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0023_SP_SET: WATER TABLE
 NE0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0023
 NE0023  HISTORY     - Date     Condition        Report By
 NE0023  HISTORY     - 1957     MONUMENTED       USLS
 NE0023  HISTORY     - 1970     GOOD             USLS
 NE0023  HISTORY     - 1980     GOOD             NGS
 NE0023  HISTORY     - 1983     GOOD             USPSQD
 NE0023  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0023  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0023
 NE0023                          STATION DESCRIPTION
 NE0023
 NE0023'DESCRIBED BY US LAKE SURVEY 1970
 NE0023'AT ST CLAIR.
 NE0023'CHURCH IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON WEST SIDE
 NE0023'OF S. FOURTH STREET BETWEEN TRUMBULL AND CASS STREETS, ON
 NE0023'SOUTHEAST CORNER OF THE FIRST BAPTIST CHURCH BELL TOWER, ON TOP
 NE0023'OF THE STONE WATERTABLE, 1 FOOT ABOVE THE GROUND, BEING HIGHEST
 NE0023'POINT IN A 1-1/2-INCH SQUARE FORMED BY TWO CUT LINES AND THE
 NE0023'EDGES OF THE WATER TABLE.  NOTE-- PREV. DESIG. BM CHURCH 1957
 NE0023
 NE0023                          STATION RECOVERY (1980)
 NE0023
 NE0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0023'IN ST CLAIR AT THE ST CLAIR COMMUNITY CENTER BUILDING ON 4TH STREET
 NE0023'BETWEEN TRUMBULL AND CASS STREETS (OLD FIRST BAPTIST CHURCH BUILDING)
 NE0023'THE MARK IS A 1 1/2-INCH CHISELED SQUARE CUT INTO THE SOUTHEAST
 NE0023'CORNER OF THE STONE FOUNDATION OF THE BELL TOWER, 8.25 METERS
 NE0023'(27.0 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 NE0023'7.32 METERS (24.0 FEET) WEST OF THE WEST CURB OF 4TH STREET, 0.22
 NE0023'METER (0.7 FOOT) NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING
 NE0023'TO THE SOUTH ENTRANCE TO THE BELL TOWER.
 NE0023'THE MARK IS 0.2 M ABOVE GROUND.
 NE0023
 NE0023                          STATION RECOVERY (1983)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0023'IN ST. CLAIR CITY AT THE COMMUNITY CENTER BUILDING ON 4TH STREET,
 NE0023'BETWEEN TRUMBULL AND CASS STREETS (OLD FIRST BAPTIST CHURCH
 NE0023'BUILDING). THE MARK IS 1 1/2' CHISELED SQUARE CUT INTO THE SOUTHEAST
 NE0023'CORNER OF THE STONE FOUNDATION OF THE BELL TOWER, 27 FEET NORTHEAST
 NE0023'OF THE SOUTHEAST CORNER OF THE BUILDING. 0.2 METERS ABOVE GROUND.
 NE0023
 NE0023                          STATION RECOVERY (1999)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0023'MARK NOT FOUND.
 NE0023
 NE0023                          STATION RECOVERY (2005)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0023'STATION RECOVERY DESCRIPTION FROM 1983 IS ACCURATE FOR DIRECTIONS TO
 NE0023'MARK, BUT SUSPECT RENOVATION WORK ON STONE FOUNDATION OF THE BELL
 NE0023'TOWER HAS DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0051 ***********************************************************************
 RL0051  DESIGNATION -  CITY
 RL0051  PID         -  RL0051
 RL0051  STATE/COUNTY-  MI/BARAGA
 RL0051  COUNTRY     -  US
 RL0051  USGS QUAD   -  L'ANSE (2017)
 RL0051
 RL0051                         *CURRENT SURVEY CONTROL
 RL0051  ______________________________________________________________________
 RL0051* NAD 83(1986) POSITION- 46 45 27.4    (N) 088 27 16.2    (W)   HD_HELD2
 RL0051* NAVD 88 ORTHO HEIGHT -   189.045 (meters)      620.23  (feet) ADJUSTED
 RL0051  ______________________________________________________________________
 RL0051  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 RL0051  DYNAMIC HEIGHT  -        189.057 (meters)      620.26  (feet) COMP
 RL0051  MODELED GRAVITY -    980,671.5   (mgal)                       NAVD 88
 RL0051
 RL0051  VERT ORDER      -  SECOND    CLASS 0
 RL0051
 RL0051.The horizontal coordinates were established by autonomous hand held GPS
 RL0051.observations and have an estimated accuracy of +/- 10 meters.
 RL0051
 RL0051.The orthometric height was determined by differential leveling and
 RL0051.adjusted by the NATIONAL GEODETIC SURVEY
 RL0051.in June 1991.
 RL0051
 RL0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0051.GEOID18 height accuracy estimate available here.
 RL0051
 RL0051.Click photographs - Photos may exist for this station.
 RL0051
 RL0051.The dynamic height is computed by dividing the NAVD 88
 RL0051.geopotential number by the normal gravity value computed on the
 RL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0051.degrees latitude (g = 980.6199 gals.).
 RL0051
 RL0051.The modeled gravity was interpolated from observed gravity values.
 RL0051
 RL0051;                    North         East    Units  Estimated Accuracy
 RL0051;SPC MI N     -   220,452.    7,888,891.      MT  (+/- 10 meters HH2 GPS)
 RL0051
 RL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8892279256(NAD 83)
 RL0051
 RL0051                          SUPERSEDED SURVEY CONTROL
 RL0051
 RL0051  NGVD 29 (??/??/92)  189.019  (m)          620.14   (f) ADJ UNCH    2 0
 RL0051
 RL0051.Superseded values are not recommended for survey control.
 RL0051
 RL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0051.See file dsdata.pdf to determine how the superseded data were derived.
 RL0051
 RL0051_MARKER: DD = SURVEY DISK
 RL0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0051_SP_SET: BUILDING
 RL0051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0051+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RL0051
 RL0051  HISTORY     - Date     Condition        Report By
 RL0051  HISTORY     - 1948     MONUMENTED       CGS
 RL0051  HISTORY     - 19951015 POOR             USPSQD
 RL0051  HISTORY     - 19960910 GOOD             MIDT
 RL0051  HISTORY     - 20040801 GOOD             GEOCAC
 RL0051  HISTORY     - 20080103 GOOD             GEOCAC
 RL0051  HISTORY     - 20120725 GOOD             GEOCAC
 RL0051
 RL0051                          STATION DESCRIPTION
 RL0051
 RL0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0051'AT L ANSE.
 RL0051'AT L ANSE, SET VERTICALLY IN THE NORTHEAST WALL AT THE NORTH
 RL0051'CORNER OF THE COMMERCIAL BANK BUILDING, 3 1/2 FEET SOUTHEAST OF
 RL0051'THE NORTH CORNER AND 4 1/2 FEET ABOVE THE SIDE WALK.  A 3-INCH
 RL0051'BRONZE DISK.
 RL0051
 RL0051                          STATION RECOVERY (1995)
 RL0051
 RL0051'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0051'MARK RECOVERED IN POOR CONDITION.
 RL0051
 RL0051                          STATION RECOVERY (1996)
 RL0051
 RL0051'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0051'AT LANSE, IN THE COMMERCIAL BANK BUILDING AT THE CORNER OF BROAD AND
 RL0051'MAIN STREETS TO REACH FROM THE POST OFFICE IN LANSE FOLLOW MAIN STREET
 RL0051'WEST ONE BLOCK TO THE FLASHING TRAFFIC LIGHT AND FOUR WAY STOP.  BANK
 RL0051'IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION STATION IS 1.07 M
 RL0051'(3.51 FT) SOUTHEAST OF THE NORTH CORNER AND FACING BROAD STREET, AND
 RL0051'1.37 M (4.49 FT) ABOVE THE SIDEWALK.  A 7.62 CM BRONZE DISK WITHOUT
 RL0051'ANY MARKINGS SET VERTICALLY.
 RL0051
 RL0051                          STATION RECOVERY (2004)
 RL0051
 RL0051'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 RL0051'RECOVERED IN GOOD CONDITION.
 RL0051
 RL0051                          STATION RECOVERY (2008)
 RL0051
 RL0051'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0051'RECOVERED IN GOOD CONDITION.
 RL0051
 RL0051                          STATION RECOVERY (2012)
 RL0051
 RL0051'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RL0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0642 ***********************************************************************
 NE0642  DESIGNATION -  CITY ARP
 NE0642  PID         -  NE0642
 NE0642  STATE/COUNTY-  MI/WAYNE
 NE0642  COUNTRY     -  US
 NE0642  USGS QUAD   -  HIGHLAND PARK (2017)
 NE0642
 NE0642                         *CURRENT SURVEY CONTROL
 NE0642  ______________________________________________________________________
 NE0642* NAD 83(1986) POSITION- 42 24 44.53   (N) 083 00 43.23   (W)   HD_HELD1
 NE0642* NAVD 88 ORTHO HEIGHT -   189.660 (meters)      622.24  (feet) ADJUSTED
 NE0642  ______________________________________________________________________
 NE0642  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 NE0642  DYNAMIC HEIGHT  -        189.605 (meters)      622.06  (feet) COMP
 NE0642  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 NE0642
 NE0642  VERT ORDER      -  SECOND    CLASS 0
 NE0642
 NE0642.The horizontal coordinates were determined by differentially corrected
 NE0642.hand held GPS observations or other comparable positioning techniques
 NE0642.and have an estimated accuracy of +/- 3 meters.
 NE0642
 NE0642.The orthometric height was determined by differential leveling and
 NE0642.adjusted by the NATIONAL GEODETIC SURVEY
 NE0642.in June 1991.
 NE0642
 NE0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0642.GEOID18 height accuracy estimate available here.
 NE0642
 NE0642.Click photographs - Photos may exist for this station.
 NE0642
 NE0642.The dynamic height is computed by dividing the NAVD 88
 NE0642.geopotential number by the normal gravity value computed on the
 NE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0642.degrees latitude (g = 980.6199 gals.).
 NE0642
 NE0642.The modeled gravity was interpolated from observed gravity values.
 NE0642
 NE0642;                    North         East    Units  Estimated Accuracy
 NE0642;SPC MI S     -   102,240.9   4,111,495.5     MT  (+/- 3 meters HH1 GPS) 
 NE0642
 NE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3444797523(NAD 83)
 NE0642
 NE0642                          SUPERSEDED SURVEY CONTROL
 NE0642
 NE0642  NGVD 29 (??/??/92)  189.81   (m)          622.7    (f) COMPUTED    2 0
 NE0642
 NE0642.Superseded values are not recommended for survey control.
 NE0642
 NE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0642.See file dsdata.pdf to determine how the superseded data were derived.
 NE0642
 NE0642_MARKER: DB = BENCH MARK DISK
 NE0642_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NE0642_MARK LOGO: MI1260
 NE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0642+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0642
 NE0642  HISTORY     - Date     Condition        Report By
 NE0642  HISTORY     - UNK      MONUMENTED       MI1260
 NE0642  HISTORY     - 1957     GOOD             CGS
 NE0642  HISTORY     - 1979     GOOD             NGS
 NE0642  HISTORY     - 20031031 GOOD             INDIV
 NE0642
 NE0642                          STATION DESCRIPTION
 NE0642
 NE0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NE0642'AT DETROIT CITY AIRPORT.
 NE0642'ON THE WEST SIDE OF THE AIRPORT, 0.3 MILE NNW OF A LARGE GAS
 NE0642'HOLDER.  39.5 FT. EAST OF SE CORNER OF FLOOD LITE CONTROL HOUSE,
 NE0642'135.4 FT. NORTH OF N. GATE POST OF GATE NO. 5, 135 FT., NORTH
 NE0642'OF EXTENDED CL OF LEANDER AVE, 254.2 FT. WEST OF WESTERLY EDGE
 NE0642'OF NW/SE RUNWAY.  A CITY OF DETROIT BENCH MARK DISK SET IN A
 NE0642'PRECAST CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 NE0642
 NE0642                          STATION RECOVERY (1979)
 NE0642
 NE0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NE0642'RECOVERED IN GOOD CONDITION.
 NE0642
 NE0642                          STATION RECOVERY (2003)
 NE0642
 NE0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0866 ***********************************************************************
 QK0866  CBN         -  This is a Cooperative Base Network Control Station.
 QK0866  PACS        -  This is a Primary Airport Control Station.
 QK0866  DESIGNATION -  CITYPORT
 QK0866  PID         -  QK0866
 QK0866  STATE/COUNTY-  MI/CHEBOYGAN
 QK0866  COUNTRY     -  US
 QK0866  USGS QUAD   -  POINT NIPIGON (2017)
 QK0866
 QK0866                         *CURRENT SURVEY CONTROL
 QK0866  ______________________________________________________________________
 QK0866* NAD 83(2011) POSITION- 45 39 14.14071(N) 084 31 25.36226(W)   ADJUSTED
 QK0866* NAD 83(2011) ELLIP HT-   157.837 (meters)        (06/27/12)   ADJUSTED
 QK0866* NAD 83(2011) EPOCH   -  2010.00
 QK0866* NAVD 88 ORTHO HEIGHT -   193.66  (meters)      635.4   (feet) GPS OBS
 QK0866  ______________________________________________________________________
 QK0866  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0866  GEOID HEIGHT    -        -35.462 (meters)                     GEOID93
 QK0866  GEOID HEIGHT    -        -35.828 (meters)                     GEOID18
 QK0866  NAD 83(2011) X  -    426,209.182 (meters)                     COMP
 QK0866  NAD 83(2011) Y  - -4,445,635.213 (meters)                     COMP
 QK0866  NAD 83(2011) Z  -  4,538,556.848 (meters)                     COMP
 QK0866  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 QK0866  OBS GRAVITY     -    980,605.0   (mgal)                       GRAV_OBS
 QK0866
 QK0866
 QK0866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0866  Standards:
 QK0866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0866  -------------------------------------------------------------------
 QK0866  NETWORK    4.56   5.29           1.35   2.05   2.70      0.65022812
 QK0866  -------------------------------------------------------------------
 QK0866  Click here for local accuracies and other accuracy information.
 QK0866
 QK0866.This mark is at Cheboygan Airport (Y15)
 QK0866
 QK0866.The horizontal coordinates were established by GPS observations
 QK0866.and adjusted by the National Geodetic Survey in June 2012.
 QK0866
 QK0866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0866.been affixed to the stable North American tectonic plate. See 
 QK0866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0866
 QK0866.The horizontal coordinates are valid at the epoch date displayed above
 QK0866.which is a decimal equivalence of Year/Month/Day.
 QK0866
 QK0866.The orthometric height was determined by GPS observations and a
 QK0866.high-resolution geoid model.
 QK0866
 QK0866.GPS derived orthometric heights for airport stations designated as
 QK0866.PACS or SACS are published to 2 decimal places.  This maintains
 QK0866.centimeter relative accuracy between the PACS and SACS.  It does
 QK0866.not indicate centimeter accuracy relative to other marks which are
 QK0866.part of the published vertical control network.
 QK0866
 QK0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0866.GEOID18 height accuracy estimate available here.
 QK0866
 QK0866.Click photographs - Photos may exist for this station.
 QK0866
 QK0866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0866
 QK0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0866
 QK0866.The ellipsoidal height was determined by GPS observations
 QK0866.and is referenced to NAD 83.
 QK0866
 QK0866.The observed gravity was obtained from relative gravimeter ties
 QK0866.to the IGSN71 gravity network.
 QK0866
 QK0866. The following values were computed from the NAD 83(2011) position.
 QK0866
 QK0866;                    North         East     Units Scale Factor Converg.
 QK0866;SPC MI C     -   259,735.740 5,987,759.285   MT  0.99998967   -0 06 39.4
 QK0866;SPC MI C     -   852,151.38 19,644,879.54   iFT  0.99998967   -0 06 39.4
 QK0866;UTM  16      - 5,058,580.185   692,935.327   MT  1.00005767   +1 46 17.1
 QK0866
 QK0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0866!SPC MI C     -   0.99997526  x   0.99998967  =   0.99996493
 QK0866!UTM  16      -   0.99997526  x   1.00005767  =   1.00003292
 QK0866
 QK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9293558580(NAD 83)
 QK0866
 QK0866|---------------------------------------------------------------------|
 QK0866| PID    Reference Object                     Distance      Geod. Az  |
 QK0866|                                                           dddmmss.s |
 QK0866| QK0867 CITYPORT AZ MK                      399.962 METERS 08923     |
 QK0866|---------------------------------------------------------------------|
 QK0866
 QK0866                          SUPERSEDED SURVEY CONTROL
 QK0866
 QK0866  NAD 83(2007)-  45 39 14.14098(N)    084 31 25.36329(W) AD(2002.00) 0
 QK0866  ELLIP H (02/10/07)  157.856  (m)                       GP(2002.00)    
 QK0866  ELLIP H (07/12/02)  157.855  (m)                       GP(       ) 4 2
 QK0866  NAD 83(1994)-  45 39 14.14109(N)    084 31 25.36352(W) AD(       ) B
 QK0866  ELLIP H (09/20/95)  157.872  (m)                       GP(       ) 1 2
 QK0866  NAD 83(1986)-  45 39 14.13319(N)    084 31 25.38301(W) AD(       ) 1
 QK0866  NAD 83(1986)-  45 39 14.12949(N)    084 31 25.36156(W) AD(       ) 3
 QK0866  NAVD 88 (09/30/91)  193.76   (m)  UNKNOWN  model used  GPS OBS        
 QK0866  NGVD 29 (03/27/91)  193.74   (m)  OSU 89B  model used  GPS OBS        
 QK0866
 QK0866.Superseded values are not recommended for survey control.
 QK0866
 QK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0866.See file dsdata.pdf to determine how the superseded data were derived.
 QK0866
 QK0866_MARKER: F = FLANGE-ENCASED ROD
 QK0866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0866_STAMPING: CITYPORT 1989
 QK0866_MARK LOGO: NGS
 QK0866_PROJECTION: FLUSH
 QK0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0866+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 QK0866_ROD/PIPE-DEPTH: 23.2 meters
 QK0866_SLEEVE-DEPTH  : 0.9 meters
 QK0866
 QK0866  HISTORY     - Date     Condition        Report By
 QK0866  HISTORY     - 1989     MONUMENTED       NGS
 QK0866  HISTORY     - 19910715 GOOD             NGS
 QK0866  HISTORY     - 19940825 GOOD             NGS
 QK0866  HISTORY     - 19941005 GOOD             NGS
 QK0866  HISTORY     - 20030916 GOOD             INDIV
 QK0866  HISTORY     - 20060906 GOOD             AME
 QK0866  HISTORY     - 20230921 GOOD             WILWRK
 QK0866
 QK0866                          STATION DESCRIPTION
 QK0866
 QK0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0866'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST-NORTHWEST OF
 QK0866'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN THE SOUTHEAST
 QK0866'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 QK0866'OWNERSHIP---CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT MANAGER EARL
 QK0866'KIRCHOFF, 1520 LEVERING ROAD, CHEBOYGAN MI 49721.  THE PHONE NUMBER IS
 QK0866'(616) 627-5571 OR HOME (616) 627-5791.
 QK0866'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0866'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0866'OF U.S. HIGHWAY 23 SOUTH RIGHT AND WEST STATE STREET LEFT.  TURN LEFT
 QK0866'AND GO WESTERLY FOR 3.9 KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS
 QK0866'TO LEVERING, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2
 QK0866'KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT
 QK0866'OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI),
 QK0866'PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY
 QK0866'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE CONNECTING
 QK0866'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE THE RUNWAY.
 QK0866'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0866'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 23.2 METERS IN A
 QK0866'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0866'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0866'LOCATED 30.2 M (99.1 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE
 QK0866'OF THE PAVED RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.3 M
 QK0866'(60.0 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY AND 18.0 M
 QK0866'(59.1 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0866'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0866
 QK0866                          STATION RECOVERY (1991)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0866'THE STATION IS LOCATED ABOUT 4.1 KM (2.5 MI) WEST-NORTHWEST OF
 QK0866'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN THE SOUTHEAST
 QK0866'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 QK0866'OWNERSHIP---CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT MANAGER EARL
 QK0866'KIRCHOFF, 1520 LEVERING ROAD, CHEBOYGAN, MI. 49721. PHONE (616)
 QK0866'627-5571 OR HOME 627-5791.
 QK0866'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0866'FOR 0.4 KM (0.2 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0866'OF U.S. HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET ON THE
 QK0866'LEFT. TURN LEFT AND GO WESTERLY FOR 3.9 KM (2.4 MI) ON WEST STATE
 QK0866'STREET, WHICH TURNS TO LEVERING, TO A PAVED ROAD RIGHT. TURN RIGHT
 QK0866'AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 QK0866'GATE AND THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 QK0866'FOR 0.1 KM (0.1 MI) , PASSING THROUGH THE GATE, ACROSS THE APRON TO A
 QK0866'CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM
 QK0866'(0.2 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST
 QK0866'BEFORE THE RUNWAY.
 QK0866'LOCATED 30.2 M (99.1 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE
 QK0866'OF THE PAVED RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.3 M
 QK0866'(60.0 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY AND 18.0 M
 QK0866'(59.1 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866
 QK0866                          STATION RECOVERY (1994)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0866'THE STATION IS LOCATED IN QUAD 450844, ABOUT 4.1 KM (2.55 MI)
 QK0866'WEST-NORTHWEST OF CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN
 QK0866'THE SOUTHEAST ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE
 QK0866'CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26, T 38 N, R 2 W,
 QK0866'BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT
 QK0866'MANAGER AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN MI 49721, PHONE
 QK0866'616-627-5571 OR 627-5791.  TO REACH THE STATION FROM THE POST OFFICE
 QK0866'IN CHEBOYGAN, GO NORTHEAST FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27
 QK0866'(MAIN STREET) TO THE JUNCTION OF U.S.  HIGHWAY 23 SOUTH ON THE RIGHT
 QK0866'AND WEST STATE STREET ON THE LEFT.  TURN LEFT AND GO WESTERLY FOR 3.9
 QK0866'KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS TO LEVERING, TO A PAVED
 QK0866'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE
 QK0866'AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 QK0866'BEAR LEFT AND GO NORTHWEST FOR 0.05 MI, (0.08 KM) PASSING THROUGH THE
 QK0866'GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR RIGHT AND
 QK0866'GO NORTH FOR 0.15 MI (0.24 KM) ON THE CONNECTING TAXIWAY TO THE
 QK0866'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  LOCATED 30.2 M (99.1 FT)
 QK0866'SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE OF THE PAVED RUNWAY AND
 QK0866'THE EDGE OF THE CONNECTING TAXIWAY, 18.3 M (60.0 FT) EAST FROM THE
 QK0866'EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866
 QK0866                          STATION RECOVERY (1994)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 QK0866'NOTE--CALL IN ADVANCE, (616) 627-5571 TO MAKE ARRANGEMENTS TO GET ONTO
 QK0866'AIRPORT GROUND.  NO ESCORT WILL BE NEEDED.  THE AIRPORT MANAGER AT THE
 QK0866'TIME OF THIS RECOVERY WAS MR. AL HOFFMAN. ABOUT 2.5 MI (4.0 KM)
 QK0866'WEST-NORTHWEST FROM CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT.
 QK0866'IT IS IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND
 QK0866'THE CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26, T-38-N,
 QK0866'R-2-W, BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O
 QK0866'AIRPORT MANAGER, MR. AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN, MI
 QK0866'49721, PHONE NUMBER IS (616) 627-5571 OR (616) 627-5791.  TO REACH THE
 QK0866'STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST ON STATE
 QK0866'HIGHWAY 27 (MAIN STREET) FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF U.S.
 QK0866'HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET ON THE LEFT.  TURN
 QK0866'LEFT AND GO WESTERLY ON WEST STATE STREET, WHICH BECOMES LEVERING ROAD
 QK0866'FOR 2.4 MI (3.9 KM) TO A PAVED ROAD RIGHT, AIRPORT ENTRANCE ROAD.
 QK0866'TURN RIGHT AND GO NORTH ON AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM)
 QK0866'TO GATE AND AIRPORT OFFICE ON LEFT.  PASS THROUGHT GATE AND GO ACROSS
 QK0866'APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR RIGHT CONTINUEING NORTH ON
 QK0866'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT JUST BEFORE
 QK0866'REACHING THE CONNECTING RUNWAY.  THE STATION IS THE TOP CENTER OF A
 QK0866'STAINLESS STEEL ROD RECESSED 8 CM BELOW GROUND DRIVEN TO REFUSAL AT A
 QK0866'DEPTH OF 23.2 METERS (76.1 FT) IN A GREASE FILLED SLEEVE EXTENDING TO
 QK0866'A DEPTH OF 1.0 METER, (3.3 FT) ENCASED IN A PVC PIPE AND COVERED BY A
 QK0866'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  IT IS LOCATED 99.1 FT
 QK0866'(30.2 M) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE OF THE PAVED
 QK0866'RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 60.0 FT (18.3 M) EAST
 QK0866'FROM THE EAST EDGE OF THE CONNECTING TAXIWAY, 53.0 FT (16.2 M)
 QK0866'SOUTHEAST FROM A BLUE TAXIWAY LIGHT, 51.0 FT (15.5 M) SOUTH FROM A
 QK0866'WHITE RUNWAY LIGHT, 49.2 FT (15.0 M) EAST FROM A BLUE TAXIWAY LIGHT,
 QK0866'48.2 FT (14.7 M) NORTH FROM A CARSONITE WITNESS POST AND 45.2 FT (13.8
 QK0866'M) SOUTH FROM A SIGN WITH A LARGE B ON IT DESIGNATING THE BEGINNING OF
 QK0866'THE RUNWAY.
 QK0866
 QK0866                          STATION RECOVERY (2003)
 QK0866
 QK0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MDS)
 QK0866'RECOVERED IN GOOD CONDITION.
 QK0866
 QK0866                          STATION RECOVERY (2006)
 QK0866
 QK0866'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2006 (MB)
 QK0866'RECOVERED IN GOOD CONDITION.
 QK0866
 QK0866                          STATION RECOVERY (2023)
 QK0866
 QK0866'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QK0866'RECOVERED AS DESCRIBED, APPROXIMATELY 61.5 FT (18.7 M) SOUTH OF S EDGE
 QK0866'RUNWAY, APPROXIMATELY 59.0 FT (18.0 M) EAST OF E EDGE TAXIWAY.  MARK
 QK0866'IS NOW UNDER A GRAY DOGWOOD BUSH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0867 ***********************************************************************
 QK0867  CBN         -  This is a Cooperative Base Network Control Station.
 QK0867  PACS        -  This is a Primary Airport Control Station.
 QK0867  DESIGNATION -  CITYPORT AZ MK
 QK0867  PID         -  QK0867
 QK0867  STATE/COUNTY-  MI/CHEBOYGAN
 QK0867  COUNTRY     -  US
 QK0867  USGS QUAD   -  POINT NIPIGON (2017)
 QK0867
 QK0867                         *CURRENT SURVEY CONTROL
 QK0867  ______________________________________________________________________
 QK0867* NAD 83(2011) POSITION- 45 39 14.27789(N) 084 31 06.89044(W)   ADJUSTED
 QK0867* NAD 83(2011) ELLIP HT-   156.452 (meters)        (06/27/12)   ADJUSTED
 QK0867* NAD 83(2011) EPOCH   -  2010.00
 QK0867* NAVD 88 ORTHO HEIGHT -   192.24  (meters)      630.7   (feet) GPS OBS
 QK0867  ______________________________________________________________________
 QK0867  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0867  GEOID HEIGHT    -        -35.476 (meters)                     GEOID93
 QK0867  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 QK0867  NAD 83(2011) X  -    426,606.923 (meters)                     COMP
 QK0867  NAD 83(2011) Y  - -4,445,593.048 (meters)                     COMP
 QK0867  NAD 83(2011) Z  -  4,538,558.818 (meters)                     COMP
 QK0867  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 QK0867
 QK0867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0867  Standards:
 QK0867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0867  -------------------------------------------------------------------
 QK0867  NETWORK    2.08   6.13           0.97   0.68   3.13      0.02379122
 QK0867  -------------------------------------------------------------------
 QK0867  Click here for local accuracies and other accuracy information.
 QK0867
 QK0867.This mark is at Cheboygan Airport (Y15)
 QK0867
 QK0867.The horizontal coordinates were established by GPS observations
 QK0867.and adjusted by the National Geodetic Survey in June 2012.
 QK0867
 QK0867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0867.been affixed to the stable North American tectonic plate. See 
 QK0867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0867
 QK0867.The horizontal coordinates are valid at the epoch date displayed above
 QK0867.which is a decimal equivalence of Year/Month/Day.
 QK0867
 QK0867.The orthometric height was determined by GPS observations and a
 QK0867.high-resolution geoid model.
 QK0867
 QK0867.GPS derived orthometric heights for airport stations designated as
 QK0867.PACS or SACS are published to 2 decimal places.  This maintains
 QK0867.centimeter relative accuracy between the PACS and SACS.  It does
 QK0867.not indicate centimeter accuracy relative to other marks which are
 QK0867.part of the published vertical control network.
 QK0867
 QK0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0867.GEOID18 height accuracy estimate available here.
 QK0867
 QK0867.Click photographs - Photos may exist for this station.
 QK0867
 QK0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0867
 QK0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0867
 QK0867.The ellipsoidal height was determined by GPS observations
 QK0867.and is referenced to NAD 83.
 QK0867
 QK0867. The following values were computed from the NAD 83(2011) position.
 QK0867
 QK0867;                    North         East     Units Scale Factor Converg.
 QK0867;SPC MI C     -   259,739.213 5,988,159.228   MT  0.99998968   -0 06 26.3
 QK0867;SPC MI C     -   852,162.77 19,646,191.69   iFT  0.99998968   -0 06 26.3
 QK0867;UTM  16      - 5,058,596.795   693,334.967   MT  1.00005956   +1 46 30.3
 QK0867
 QK0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0867!SPC MI C     -   0.99997547  x   0.99998968  =   0.99996515
 QK0867!UTM  16      -   0.99997547  x   1.00005956  =   1.00003503
 QK0867
 QK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9333458596(NAD 83)
 QK0867
 QK0867|---------------------------------------------------------------------|
 QK0867| PID    Reference Object                     Distance      Geod. Az  |
 QK0867|                                                           dddmmss.s |
 QK0867| QK0866 CITYPORT                            399.962 METERS 26924     |
 QK0867|---------------------------------------------------------------------|
 QK0867
 QK0867                          SUPERSEDED SURVEY CONTROL
 QK0867
 QK0867  NAD 83(2007)-  45 39 14.27803(N)    084 31 06.89166(W) AD(2002.00) 0
 QK0867  ELLIP H (02/10/07)  156.453  (m)                       GP(2002.00)    
 QK0867  ELLIP H (07/12/02)  156.458  (m)                       GP(       ) 4 2
 QK0867  NAD 83(1994)-  45 39 14.27807(N)    084 31 06.89220(W) AD(       ) B
 QK0867  ELLIP H (09/20/95)  156.483  (m)                       GP(       ) 1 2
 QK0867  NAD 83(1986)-  45 39 14.27123(N)    084 31 06.91034(W) AD(       ) 1
 QK0867  NAD 83(1986)-  45 39 14.26765(N)    084 31 06.88879(W) AD(       ) 3
 QK0867  NAVD 88 (09/30/91)  192.3    (m)  UNKNOWN  model used  GPS OBS        
 QK0867  NGVD 29 (03/27/91)  192.35   (m)  OSU 89B  model used  GPS OBS        
 QK0867
 QK0867.Superseded values are not recommended for survey control.
 QK0867
 QK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0867.See file dsdata.pdf to determine how the superseded data were derived.
 QK0867
 QK0867_MARKER: I = METAL ROD
 QK0867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0867_STAMPING: CITYPORT AZ MK 1989
 QK0867_MARK LOGO: NGS
 QK0867_PROJECTION: FLUSH
 QK0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0867+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 QK0867_ROD/PIPE-DEPTH: 19.5 meters
 QK0867_SLEEVE-DEPTH  : 1.0 meters
 QK0867
 QK0867  HISTORY     - Date     Condition        Report By
 QK0867  HISTORY     - 1989     MONUMENTED       NGS
 QK0867  HISTORY     - 19940825 GOOD             NGS
 QK0867  HISTORY     - 19941004 GOOD             NGS
 QK0867
 QK0867                          STATION DESCRIPTION
 QK0867
 QK0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0867'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST-NORTHWEST OF
 QK0867'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, ALONG THE SOUTH EDGE
 QK0867'AND NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY-COUNTY OF
 QK0867'CHEBOYGAN, C/O AIRPORT MANAGER EARL KIRCHOFF, 1520 LEVERING ROAD,
 QK0867'CHEBOYGAN MI 49721.  PHONE IS (616) 627-5571 OR HOME PHONE (616)
 QK0867'627-5791.
 QK0867'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0867'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0867'OF U.S. HIGHWAY 23 SOUTH RIGHT AND WEST STATE ROAD LEFT.  TURN LEFT
 QK0867'AND GO WESTERLY FOR 3.9 KM (2.40 MI) ON WEST STATE ROAD, WHICH TURNS
 QK0867'TO LEVERING ROAD, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR
 QK0867'0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE
 QK0867'AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM
 QK0867'(0.05 MI), PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING
 QK0867'TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE
 QK0867'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN RIGHT AND GO EAST FOR
 QK0867'0.4 KM (0.25 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST
 QK0867'THE PAVED PORTION OF THE TURF RUNWAY ON THE RIGHT.
 QK0867'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0867'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 19.5 METERS IN A GREASE
 QK0867'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 QK0867'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 QK0867'52.7 M (172.9 FT) EAST FROM THE EAST EDGE OF THE PAVED PORTION OF THE
 QK0867'TURF RUNWAY, 14.8 M (48.6 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY
 QK0867'AND 9.4 M (30.8 FT) NORTH FROM A CARSONITE WITNESS POST.
 QK0867'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0867'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0867
 QK0867                          STATION RECOVERY (1994)
 QK0867
 QK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0867'THE STATION IS LOCATED IN QUAD 450844, ABOUT 4.1 KM (2.55 MI)
 QK0867'WEST-NORTHWEST OF CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, 15
 QK0867'MI (24.1 KM) SOUTHEAST OF MACKINAW CITY, 4.0 MI (6.4 KM) NORTHEAST OF
 QK0867'MULLETT LAKE IN THE SOUTHWEST 1/4 OF SECTION 26, T 38 N, R 2 W, BEAN
 QK0867'GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT
 QK0867'MANAGER AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN MI 49721, PHONE
 QK0867'616-627-5571 OR 627-5791.  TO REACH THE STATION FROM THE POST OFFICE
 QK0867'IN CHEBOYGAN, GO NORTHEAST FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27
 QK0867'(MAIN STREET) TO THE JUNCTION OF U.S.  HIGHWAY 23 SOUTH ON THE RIGHT
 QK0867'AND WEST STATE STREET ON THE LEFT.  TURN LEFT AND GO WESTERLY FOR 3.9
 QK0867'KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS TO LEVERING, TO A PAVED
 QK0867'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE
 QK0867'AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 QK0867'BEAR LEFT AND GO NORTHWEST FOR 0.05 MI, (0.08 KM) PASSING THROUGH THE
 QK0867'GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT. BEAR RIGHT AND
 QK0867'GO NORTH FOR 0.15 MI (0.24 KM) ON THE CONNECTING TAXIWAY TO THE
 QK0867'RUNWAY.  TURN RIGHT AND GO EAST ON RUNWAY FOR 0.3 MI (0.5 KM) TO THE
 QK0867'STATION ON THE RIGHT.  LOCATED 171.0 FT (52.1 M) EAST FROM THE EAST
 QK0867'EDGE OF A TURNOUT, 74.0 FT (22.6 M) SOUTHWEST FROM A RUNWAY LIGHT,
 QK0867'49.0 FT (14.9 M) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY, AND 31.5 FT
 QK0867'(9.6 M) NORTH FROM A WITNESS POST.
 QK0867
 QK0867                          STATION RECOVERY (1994)
 QK0867
 QK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 QK0867'NOTE--CALL IN ADVANCE, (616) 627-5571 TO MAKE ARRANGEMENTS TO GET ONTO
 QK0867'AIRPORT GROUND.  NO ESCORT WILL BE NEEDED.  THE AIRPORT MANAGER AT THE
 QK0867'TIME OF THIS RECOVERY WAS MR. AL HOFFMAN. ABOUT 2.5 MI (4.0 KM)
 QK0867'WEST-NORTHWEST FROM CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT.
 QK0867'IT IS ABOUT 0.25 MI (0.40 KM) EAST FROM THE JUNCTION OF THE PAVED
 QK0867'RUNWAY AND THE CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26,
 QK0867'T-38-N, R-2-W, BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF
 QK0867'CHEBOYGAN, C/O AIRPORT MANAGER, MR. AL HOFFMAN, 1520 LEVERING ROAD,
 QK0867'CHEBOYGAN, MI 49721, PHONE NUMBER IS (616) 627-5571 OR (616) 627-5791.
 QK0867'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0867'ON STATE HIGHWAY 27 (MAIN STREET) FOR 0.25 MI (0.40 KM) TO THE
 QK0867'JUNCTION OF U.S. HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET
 QK0867'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON WEST STATE STREET, WHICH
 QK0867'BECOMES LEVERING ROAD FOR 2.4 MI (3.9 KM) TO A PAVED ROAD RIGHT,
 QK0867'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO NORTH ON AIRPORT ENTRANCE
 QK0867'ROAD FOR 0.1 MI (0.2 KM) TO GATE AND AIRPORT OFFICE ON LEFT.  PASS
 QK0867'THROUGHT GATE AND GO ACROSS APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR
 QK0867'RIGHT CONTINUING NORTH ON TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 QK0867'CONNECTING PAVED RUNWAY.  TURN RIGHT AND GO EAST ON THE PAVED RUNWAY
 QK0867'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT JUST PAST THE PAVED
 QK0867'PORTION OF THE TURF RUNWAY WHICH CROSSES THE PAVED RUNWAY.  STATION IS
 QK0867'THE TOP CENTER OF A STAINLESS STEEL ROD RECESS 8 CM BELOW GROUND
 QK0867'DRIVEN TO REFUSAL AT A DEPTH OF 19.5 METERS (64.0 FT) IN A GREASE
 QK0867'FILLED SLEEVE EXTENDING TO A DEPT OF 1.0 METER (3.3 FT) ENCASED IN A
 QK0867'PVC PIPE, COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0867'IT IS LOCATED 172.9 FT (52.7 M) EAST FROM THE EAST EDGE OF THE PAVED
 QK0867'PORTION OF THE TURF RUNWAY, 133.0 FT (40.5 M) EAST-SOUTHEAST FROM A
 QK0867'WHITE RUNWAY MARKER LIGHT, 74.4 FT (22.7 M) WEST-SOUTHWEST FROM A
 QK0867'WHITE RUNWAY MARKER LIGHT, 48.6 FT (14.8 M) SOUTH FROM THE SOUTH EDGE
 QK0867'OF THE RUNWAY AND 30.8 FT (9.4 M) NORTH FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8116 ***********************************************************************
 AA8116  CBN         -  This is a Cooperative Base Network Control Station.
 AA8116  PACS        -  This is a Primary Airport Control Station.
 AA8116  DESIGNATION -  CIU C
 AA8116  PID         -  AA8116
 AA8116  STATE/COUNTY-  MI/CHIPPEWA
 AA8116  COUNTRY     -  US
 AA8116  USGS QUAD   -  DAFTER (2017)
 AA8116
 AA8116                         *CURRENT SURVEY CONTROL
 AA8116  ______________________________________________________________________
 AA8116* NAD 83(2011) POSITION- 46 15 03.68626(N) 084 28 09.02757(W)   ADJUSTED
 AA8116* NAD 83(2011) ELLIP HT-   205.651 (meters)        (06/27/12)   ADJUSTED
 AA8116* NAD 83(2011) EPOCH   -  2010.00
 AA8116* NAVD 88 ORTHO HEIGHT -   241.97  (meters)      793.9   (feet) GPS OBS
 AA8116  ______________________________________________________________________
 AA8116  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8116  GEOID HEIGHT    -        -36.049 (meters)                     GEOID93
 AA8116  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 AA8116  NAD 83(2011) X  -    425,846.066 (meters)                     COMP
 AA8116  NAD 83(2011) Y  - -4,397,779.038 (meters)                     COMP
 AA8116  NAD 83(2011) Z  -  4,584,734.606 (meters)                     COMP
 AA8116  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 AA8116
 AA8116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8116  Standards:
 AA8116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8116  -------------------------------------------------------------------
 AA8116  NETWORK    1.30   3.43           0.60   0.44   1.75     -0.07855891
 AA8116  -------------------------------------------------------------------
 AA8116  Click here for local accuracies and other accuracy information.
 AA8116
 AA8116.This mark is at Chippewa Co  Intl Airport (CIU)
 AA8116
 AA8116.The horizontal coordinates were established by GPS observations
 AA8116.and adjusted by the National Geodetic Survey in June 2012.
 AA8116
 AA8116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8116.been affixed to the stable North American tectonic plate. See 
 AA8116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8116
 AA8116.The horizontal coordinates are valid at the epoch date displayed above
 AA8116.which is a decimal equivalence of Year/Month/Day.
 AA8116
 AA8116.The orthometric height was determined by GPS observations and a
 AA8116.high-resolution geoid model.
 AA8116
 AA8116.GPS derived orthometric heights for airport stations designated as
 AA8116.PACS or SACS are published to 2 decimal places.  This maintains
 AA8116.centimeter relative accuracy between the PACS and SACS.  It does
 AA8116.not indicate centimeter accuracy relative to other marks which are
 AA8116.part of the published vertical control network.
 AA8116
 AA8116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8116.GEOID18 height accuracy estimate available here.
 AA8116
 AA8116.Click photographs - Photos may exist for this station.
 AA8116
 AA8116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8116
 AA8116.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8116
 AA8116.The ellipsoidal height was determined by GPS observations
 AA8116.and is referenced to NAD 83.
 AA8116
 AA8116. The following values were computed from the NAD 83(2011) position.
 AA8116
 AA8116;                    North         East     Units Scale Factor Converg.
 AA8116;SPC MI N     -   166,239.766 8,195,105.586   MT  0.99990301   +1 49 45.3
 AA8116;SPC MI N     -   545,406.06 26,886,829.35   iFT  0.99990301   +1 49 45.3
 AA8116;UTM  16      - 5,125,051.869   695,076.910   MT  1.00006782   +1 49 43.6
 AA8116
 AA8116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8116!SPC MI N     -   0.99996776  x   0.99990301  =   0.99987078
 AA8116!UTM  16      -   0.99996776  x   1.00006782  =   1.00003558
 AA8116
 AA8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9507625051(NAD 83)
 AA8116
 AA8116                          SUPERSEDED SURVEY CONTROL
 AA8116
 AA8116  NAD 83(2007)-  46 15 03.68648(N)    084 28 09.02848(W) AD(2002.00) 0
 AA8116  ELLIP H (02/10/07)  205.662  (m)                       GP(2002.00)    
 AA8116  ELLIP H (07/12/02)  205.664  (m)                       GP(       ) 4 2
 AA8116  NAD 83(1994)-  46 15 03.68671(N)    084 28 09.02879(W) AD(       ) B
 AA8116  ELLIP H (09/20/95)  205.682  (m)                       GP(       ) 1 2
 AA8116
 AA8116.Superseded values are not recommended for survey control.
 AA8116
 AA8116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8116.See file dsdata.pdf to determine how the superseded data were derived.
 AA8116
 AA8116_MARKER: I = METAL ROD
 AA8116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8116_STAMPING: CIU C 1994
 AA8116_MARK LOGO: NGS
 AA8116_PROJECTION: FLUSH
 AA8116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8116+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 AA8116_ROD/PIPE-DEPTH: 9.5 meters
 AA8116_SLEEVE-DEPTH  : 1.2 meters
 AA8116
 AA8116  HISTORY     - Date     Condition        Report By
 AA8116  HISTORY     - 1994     MONUMENTED       NGS
 AA8116  HISTORY     - 20010915 GOOD             JCLS
 AA8116  HISTORY     - 20020614 GOOD             JCLS
 AA8116  HISTORY     - 20050421 GOOD             JCLS
 AA8116
 AA8116                          STATION DESCRIPTION
 AA8116
 AA8116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8116'STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTH OF SAULT STE MARIE, IN
 AA8116'THE KINROSS AREA, AT THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT
 AA8116'(FORMERLY KINCHELOE AFB) , ALONG THE PARALLEL TAXI, 53.3 M (174.9 FT)
 AA8116'SOUTH-SOUTHEAST OF ITS JUNCTION WITH A RAMP LEADING TO A FENCED-OFF
 AA8116'APRON, IN EAST CENTRAL SECTION 31, T 45 N, R 1 W. OWNERSHIP--CHIPPEWA
 AA8116'COUNTY ECONOMIC DEVELOPMENT COMMISSION, 119 CULLEY ROAD, KINCHELOE, MI
 AA8116'49788.  AIRPORT MANAGER IS KATHY NOEL, PHONE 906-495-5631.  TO REACH
 AA8116'FROM THE UNDERPASS AT EXIT 378 OF INTERSTATE HIGHWAY 75 (KINROSS EXIT)
 AA8116', ABOUT 10 KM (6.20 MI) NORTHEAST OF RUDYARD, GO EAST ON TONE ROAD FOR
 AA8116'4.08 KM (2.55 MI) TO A CROSSROAD AT STOP SIGN, WATER TOWER ROAD.  TURN
 AA8116'RIGHT, SOUTH, ON ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE ON THE
 AA8116'EAST SIDE OF THE AIRPORT OFFICE BUILDING.  PASS THROUGH GATE, THEN
 AA8116'TURN RIGHT, WEST ON APRON, THEN TAXI FOR 0.51 KM (0.30 MI) TO THE
 AA8116'PARALLEL TAXI ON THE LEFT.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.62 KM
 AA8116'(0.40 MI) TO A GATE ON THE LEFT, CONTINUE SOUTHEAST ON TAXI FOR 53.3 M
 AA8116'(174.9 FT) TO STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE
 AA8116'GROUND.  STATION IS 53.3 M (174.9 FT) SOUTH-SOUTHEAST OF THE RAMP
 AA8116'CENTER, 30.2 M (99.1 FT) NORTHEAST OF THE FIRST TAXIWAY LIGHT
 AA8116'SOUTHEAST OF THE RAMP ON THE EAST SIDE OF THE TAXIWAY, 16.95 M (55.61
 AA8116'FT) NORTHEAST OF THE EDGE OF THE ASPHALT SHOULDER OF THE TAXI, 16.2 M
 AA8116'(53.1 FT) SOUTHWEST OF FENCE WITH FIBERGLASS WITNESS POST AND 11.43 M
 AA8116'(37.50 FT) NORTH-NORTHEAST OF THE EAST ONE OF TWO ROUND MANHOLE
 AA8116'COVERS. DESCRIBED BY G.R.  HEID.
 AA8116
 AA8116                          STATION RECOVERY (2001)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AA8116'RECOVERED AS DESCRIBED.
 AA8116
 AA8116                          STATION RECOVERY (2002)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA8116'RECOVERED IN GOOD CONDITION.
 AA8116
 AA8116                          STATION RECOVERY (2005)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AA8116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0554 ***********************************************************************
 RK0554  DESIGNATION -  CJ 7523 CCIC 1975
 RK0554  PID         -  RK0554
 RK0554  STATE/COUNTY-  MI/MARQUETTE
 RK0554  COUNTRY     -  US
 RK0554  USGS QUAD   -  ISHPEMING (2017)
 RK0554
 RK0554                         *CURRENT SURVEY CONTROL
 RK0554  ______________________________________________________________________
 RK0554* NAD 83(1994) POSITION- 46 26 32.22676(N) 087 39 25.48695(W)   ADJUSTED
 RK0554* NAVD 88 ORTHO HEIGHT -   470.    (meters)     1542.    (feet) VERTCON3
 RK0554  ______________________________________________________________________
 RK0554  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 RK0554  LAPLACE CORR    -         -6.48  (seconds)                    DEFLEC18
 RK0554  HORZ ORDER      -  SECOND
 RK0554
 RK0554.The horizontal coordinates were established by classical geodetic methods
 RK0554.and adjusted by the National Geodetic Survey in February 1997.
 RK0554
 RK0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0554
 RK0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0554.GEOID18 height accuracy estimate available here.
 RK0554
 RK0554.Click photographs - Photos may exist for this station.
 RK0554
 RK0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0554
 RK0554. The following values were computed from the NAD 83(1994) position.
 RK0554
 RK0554;                    North         East     Units Scale Factor Converg.
 RK0554;SPC MI N     -   184,592.418 7,949,512.809   MT  0.99990658   -0 28 29.8
 RK0554;SPC MI N     -   605,618.17 26,081,078.77   iFT  0.99990658   -0 28 29.8
 RK0554;UTM  16      - 5,143,400.058   449,527.764   MT  0.99963131   -0 28 34.3
 RK0554
 RK0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0554!SPC MI N     -   0.99993161  x   0.99990658  =   0.99983820
 RK0554!UTM  16      -   0.99993161  x   0.99963131  =   0.99956295
 RK0554
 RK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4952743400(NAD 83)
 RK0554
 RK0554                          SUPERSEDED SURVEY CONTROL
 RK0554
 RK0554  NAD 83(1991)-  46 26 32.22086(N)    087 39 25.48324(W) AD(       ) 2
 RK0554  NAD 83(1986)-  46 26 32.22088(N)    087 39 25.48318(W) AD(       ) 2
 RK0554  NAD 27      -  46 26 32.44003(N)    087 39 25.00364(W) AD(       ) 2
 RK0554  NGVD 29 (07/19/86)  470.     (m)         1542.     (f) VERT ANG       
 RK0554
 RK0554.Superseded values are not recommended for survey control.
 RK0554
 RK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0554.See file dsdata.pdf to determine how the superseded data were derived.
 RK0554
 RK0554
 RK0554  HISTORY     - Date     Condition        Report By
 RK0554  HISTORY     - 1975     MONUMENTED       NGS
 RK0554
 RK0554                          STATION DESCRIPTION
 RK0554
 RK0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0554'THIS STATION IS ON PROPERTY OF CLEVELAND-CLIFFS IRON COMPANY AND
 RK0554'IS ACCESSIBLE TO MINING COMPANY PERSONNEL ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0552 ***********************************************************************
 RK0552  DESIGNATION -  CJ 7524 CCIC 1975
 RK0552  PID         -  RK0552
 RK0552  STATE/COUNTY-  MI/MARQUETTE
 RK0552  COUNTRY     -  US
 RK0552  USGS QUAD   -  ISHPEMING (2017)
 RK0552
 RK0552                         *CURRENT SURVEY CONTROL
 RK0552  ______________________________________________________________________
 RK0552* NAD 83(1994) POSITION- 46 26 13.08083(N) 087 37 56.22868(W)   ADJUSTED
 RK0552* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) VERTCON3
 RK0552  ______________________________________________________________________
 RK0552  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 RK0552  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 RK0552  HORZ ORDER      -  SECOND
 RK0552
 RK0552.The horizontal coordinates were established by classical geodetic methods
 RK0552.and adjusted by the National Geodetic Survey in February 1997.
 RK0552
 RK0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0552
 RK0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0552.GEOID18 height accuracy estimate available here.
 RK0552
 RK0552.Click photographs - Photos may exist for this station.
 RK0552
 RK0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0552
 RK0552. The following values were computed from the NAD 83(1994) position.
 RK0552
 RK0552;                    North         East     Units Scale Factor Converg.
 RK0552;SPC MI N     -   183,985.816 7,951,413.114   MT  0.99990633   -0 27 25.2
 RK0552;SPC MI N     -   603,628.01 26,087,313.37   iFT  0.99990633   -0 27 25.2
 RK0552;UTM  16      - 5,142,793.583   451,427.532   MT  0.99962900   -0 27 29.4
 RK0552
 RK0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0552!SPC MI N     -   0.99992394  x   0.99990633  =   0.99983028
 RK0552!UTM  16      -   0.99992394  x   0.99962900  =   0.99955297
 RK0552
 RK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5142742793(NAD 83)
 RK0552
 RK0552                          SUPERSEDED SURVEY CONTROL
 RK0552
 RK0552  NAD 83(1986)-  46 26 13.07495(N)    087 37 56.22492(W) AD(       ) 2
 RK0552  NAD 27      -  46 26 13.29261(N)    087 37 55.74898(W) AD(       ) 2
 RK0552  NGVD 29 (07/19/86)  519.     (m)         1703.     (f) VERT ANG       
 RK0552
 RK0552.Superseded values are not recommended for survey control.
 RK0552
 RK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0552.See file dsdata.pdf to determine how the superseded data were derived.
 RK0552
 RK0552
 RK0552  HISTORY     - Date     Condition        Report By
 RK0552  HISTORY     - 1975     MONUMENTED       NGS
 RK0552
 RK0552                          STATION DESCRIPTION
 RK0552
 RK0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0552'THIS STATION IS ON PROPERTY OF CLEVELAND-CLIFFS IRON COMPANY AND
 RK0552'IS ACCESSIBLE TO MINING COMPANY PERSONNEL ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0062 ***********************************************************************
 RJ0062  DESIGNATION -  CKI
 RJ0062  PID         -  RJ0062
 RJ0062  STATE/COUNTY-  MI/CHIPPEWA
 RJ0062  COUNTRY     -  US
 RJ0062  USGS QUAD   -  STALWART (2017)
 RJ0062
 RJ0062                         *CURRENT SURVEY CONTROL
 RJ0062  ______________________________________________________________________
 RJ0062* NAD 83(1986) POSITION- 46 04 20.     (N) 084 09 30.     (W)   SCALED
 RJ0062* NAVD 88 ORTHO HEIGHT -   228.502 (meters)      749.68  (feet) ADJUSTED
 RJ0062  ______________________________________________________________________
 RJ0062  GEOID HEIGHT    -        -36.401 (meters)                     GEOID18
 RJ0062  DYNAMIC HEIGHT  -        228.508 (meters)      749.70  (feet) COMP
 RJ0062  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 RJ0062
 RJ0062  VERT ORDER      -  FIRST     CLASS 0
 RJ0062
 RJ0062.The horizontal coordinates were scaled from a map and have
 RJ0062.an estimated accuracy of +/- 6 seconds.
 RJ0062
 RJ0062.The orthometric height was determined by differential leveling and
 RJ0062.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0062.in June 1991.
 RJ0062
 RJ0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0062.GEOID18 height accuracy estimate available here.
 RJ0062
 RJ0062.Click photographs - Photos may exist for this station.
 RJ0062
 RJ0062.The dynamic height is computed by dividing the NAVD 88
 RJ0062.geopotential number by the normal gravity value computed on the
 RJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0062.degrees latitude (g = 980.6199 gals.).
 RJ0062
 RJ0062.The modeled gravity was interpolated from observed gravity values.
 RJ0062
 RJ0062;                    North         East    Units  Estimated Accuracy
 RJ0062;SPC MI N     -   147,190.    8,219,770.      MT  (+/- 180 meters Scaled)
 RJ0062
 RJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS197059(NAD 83)
 RJ0062
 RJ0062                          SUPERSEDED SURVEY CONTROL
 RJ0062
 RJ0062  NGVD 29 (??/??/92)  228.493  (m)          749.65   (f) ADJ UNCH    1 0
 RJ0062
 RJ0062.Superseded values are not recommended for survey control.
 RJ0062
 RJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0062.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0062
 RJ0062_MARKER: Z = SEE DESCRIPTION
 RJ0062_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0062+WITH SETTING: INTO GROUND
 RJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0062+STABILITY: SURFACE MOTION
 RJ0062
 RJ0062  HISTORY     - Date     Condition        Report By
 RJ0062  HISTORY     - 1971     MONUMENTED       NONE
 RJ0062  HISTORY     - 1972     GOOD             USLS
 RJ0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0062
 RJ0062                          STATION DESCRIPTION
 RJ0062
 RJ0062'DESCRIBED BY US LAKE SURVEY 1972
 RJ0062'4 MI NW FROM GOETZVILLE.
 RJ0062'CKI IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES NORTH AND WEST
 RJ0062'ALONG HIGHWAY M-48 FROM THE POST OFFICE IN GOETZVILLE, 92.4 FEET
 RJ0062'EAST OF UTILITY POLE NO. 10134/40, 87.9 FEET NORTHWEST OF A
 RJ0062'24-INCH BIRCH ON SOUTH SIDE OF HIGHWAY, 39 FEET NORTH OF
 RJ0062'CENTERLINE OF M-48, 15.0 FEET WEST SOUTHWEST OF SOUTHEAST CORNER,
 RJ0062'4.5 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE WITH WEST FACE
 RJ0062'OF A 1-CAR GARAGE BELONGING TO JOHN J. KRZYCKI, 3/4-FOOT BELOW
 RJ0062'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0062'DIAMETER COPPER-COATED STEEL ROD, 15 FEET LONG.
 RJ0062
 RJ0062                          STATION RECOVERY (1983)
 RJ0062
 RJ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0062'SEARCHED FOR, BUT NOT RECOVERED, GARAGE GONE AND COVERED OVER WITH
 RJ0062'FILL DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0591 ***********************************************************************
 OK0591  DESIGNATION -  CLARE MUNICIPAL TANK
 OK0591  PID         -  OK0591
 OK0591  STATE/COUNTY-  MI/CLARE
 OK0591  COUNTRY     -  US
 OK0591  USGS QUAD   -  CLARE (2017)
 OK0591
 OK0591                         *CURRENT SURVEY CONTROL
 OK0591  ______________________________________________________________________
 OK0591* NAD 83(1994) POSITION- 43 49 09.18805(N) 084 46 15.94640(W)   ADJUSTED
 OK0591  ______________________________________________________________________
 OK0591  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 OK0591  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 OK0591  HORZ ORDER      -  THIRD
 OK0591
 OK0591.The horizontal coordinates were established by classical geodetic methods
 OK0591.and adjusted by the National Geodetic Survey in February 1997.
 OK0591
 OK0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0591.GEOID18 height accuracy estimate available here.
 OK0591
 OK0591.Click photographs - Photos may exist for this station.
 OK0591
 OK0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0591
 OK0591. The following values were computed from the NAD 83(1994) position.
 OK0591
 OK0591;                    North         East     Units Scale Factor Converg.
 OK0591;SPC MI C     -    55,927.802 5,967,460.688   MT  1.00010329   -0 17 08.5
 OK0591;SPC MI C     -   183,490.16 19,578,283.10   iFT  1.00010329   -0 17 08.5
 OK0591;SPC MI S     -   257,706.634 3,967,462.738   MT  1.00004001   -0 16 30.8
 OK0591;SPC MI S     -   845,494.21 13,016,610.03   iFT  1.00004001   -0 16 30.8
 OK0591;UTM  16      - 4,854,208.793   679,244.019   MT  0.99999518   +1 32 37.2
 OK0591
 OK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7924454208(NAD 83)
 OK0591
 OK0591                          SUPERSEDED SURVEY CONTROL
 OK0591
 OK0591  NAD 83(1986)-  43 49 09.18383(N)    084 46 15.95537(W) AD(       ) 3
 OK0591  NAD 27      -  43 49 09.09998(N)    084 46 15.89454(W) AD(       ) 3
 OK0591
 OK0591.Superseded values are not recommended for survey control.
 OK0591
 OK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0591.See file dsdata.pdf to determine how the superseded data were derived.
 OK0591
 OK0591_MARKER: 51 = TANK
 OK0591
 OK0591  HISTORY     - Date     Condition        Report By
 OK0591  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0591
 OK0591                          STATION DESCRIPTION
 OK0591
 OK0591'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0697 ***********************************************************************
 QK0697  DESIGNATION -  CLARION
 QK0697  PID         -  QK0697
 QK0697  STATE/COUNTY-  MI/CHARLEVOIX
 QK0697  COUNTRY     -  US
 QK0697  USGS QUAD   -  PETOSKEY (2017)
 QK0697
 QK0697                         *CURRENT SURVEY CONTROL
 QK0697  ______________________________________________________________________
 QK0697* NAD 83(1994) POSITION- 45 16 51.79105(N) 084 56 11.81430(W)   ADJUSTED
 QK0697* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 QK0697  ______________________________________________________________________
 QK0697  GEOID HEIGHT    -        -35.122 (meters)                     GEOID18
 QK0697  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 QK0697  HORZ ORDER      -  SECOND
 QK0697
 QK0697.The horizontal coordinates were established by classical geodetic methods
 QK0697.and adjusted by the National Geodetic Survey in February 1997.
 QK0697
 QK0697.The orthometric height was scaled from a topographic map.
 QK0697
 QK0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0697.GEOID18 height accuracy estimate available here.
 QK0697
 QK0697.Click photographs - Photos may exist for this station.
 QK0697
 QK0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0697
 QK0697. The following values were computed from the NAD 83(1994) position.
 QK0697
 QK0697;                    North         East     Units Scale Factor Converg.
 QK0697;SPC MI C     -   218,441.148 5,955,285.108   MT  0.99993005   -0 24 09.4
 QK0697;SPC MI C     -   716,670.43 19,538,336.97   iFT  0.99993005   -0 24 09.4
 QK0697;UTM  16      - 5,016,243.618   661,828.983   MT  0.99992201   +1 27 59.4
 QK0697
 QK0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0697!SPC MI C     -   0.99996115  x   0.99993005  =   0.99989120
 QK0697!UTM  16      -   0.99996115  x   0.99992201  =   0.99988317
 QK0697
 QK0697:                Primary Azimuth Mark                     Grid Az
 QK0697:SPC MI C     -  CLARION AZ MK                            171 41 37.9
 QK0697:UTM  16      -  CLARION AZ MK                            169 49 29.1
 QK0697
 QK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6182816243(NAD 83)
 QK0697
 QK0697|---------------------------------------------------------------------|
 QK0697| PID    Reference Object                     Distance      Geod. Az  |
 QK0697|                                                           dddmmss.s |
 QK0697| QK0708 ACW P 66 USED TOWER                 APPROX. 6.5 KM 0384600.0 |
 QK0697| CH1003 CLARION RM 1                          8.613 METERS 05032     |
 QK0697| CH1004 CLARION RM 2                         10.379 METERS 14238     |
 QK0697| CH1002 CLARION AZ MK                                      1711728.5 |
 QK0697|---------------------------------------------------------------------|
 QK0697
 QK0697                          SUPERSEDED SURVEY CONTROL
 QK0697
 QK0697  NAD 83(1986)-  45 16 51.78456(N)    084 56 11.81571(W) AD(       ) 2
 QK0697  NAD 27      -  45 16 51.73400(N)    084 56 11.65700(W) AD(       ) 2
 QK0697
 QK0697.Superseded values are not recommended for survey control.
 QK0697
 QK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0697.See file dsdata.pdf to determine how the superseded data were derived.
 QK0697
 QK0697_MARKER: DS = TRIANGULATION STATION DISK
 QK0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0697_STAMPING: CLARION 1956
 QK0697_MARK LOGO: CGS
 QK0697_PROJECTION: FLUSH
 QK0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0697+STABILITY: SURFACE MOTION
 QK0697
 QK0697  HISTORY     - Date     Condition        Report By
 QK0697  HISTORY     - 1956     MONUMENTED       CGS
 QK0697  HISTORY     - 1969     GOOD             MIDH
 QK0697  HISTORY     - 19940602 GOOD             LOCENG
 QK0697
 QK0697                          STATION DESCRIPTION
 QK0697
 QK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0697'THE STATION IS ABOUT 6 MILES SOUTH OF PETOSKEY AND ABOUT 5 MILES
 QK0697'NORTHEAST OF BOYNE CITY.  IT IS ON THE NORTHEAST SIDE OF U.S. HIGHWAY
 QK0697'131 ON PROPERTY OWNED BY CLARION SHORT.  IT IS 61 FEET NORTHEAST OF
 QK0697'THE CENTER OF THE HIGHWAY, 42 FEET WEST OF THE WEST CORNER OF A BARN
 QK0697'AND 16 FEET SOUTH OF THE SOUTH CORNER OF A FRAME BUILDING.  THE MARK
 QK0697'IS FLUSH AND THE DISK IS STAMPED CLARION 1956.
 QK0697'
 QK0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0697'THE WEST EDGE OF PETOSKEY, GO SOUTH AND SOUTHEAST ON HIGHWAY 131 FOR
 QK0697'6.55 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 QK0697'
 QK0697'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY
 QK0697'131 FOR 0.1 MILE TO A SAND ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 QK0697'SAND ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 QK0697'
 QK0697'REFERENCE MARK 1 IS 21 FEET NORTHWEST OF THE WEST CORNER OF THE BARN
 QK0697'AND 17 FEET EAST OF THE EAST CORNER OF THE FRAME BUILDING.  THE MARK
 QK0697'IS ABOUT 1 INCH UNDERGROUND AND THE DISK IS STAMPED CLARION NO 1 1956.
 QK0697'
 QK0697'REFERENCE MARK 2 IS 57 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 49
 QK0697'FEET SOUTHEAST OF THE SOUTH CORNER OF THE FRAME BUILDING AND 42 FEET
 QK0697'SOUTHWEST OF THE WEST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE
 QK0697'DISK IS STAMPED CLARION NO 2 1956.
 QK0697'
 QK0697'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A SAND ROAD, 2 FEET
 QK0697'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 QK0697'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARION 1956.
 QK0697'
 QK0697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0697
 QK0697                          STATION RECOVERY (1969)
 QK0697
 QK0697'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1969 (LNE)
 QK0697'CLARION 1956 ERECTED- METAL SIGNS STA. REFERENCE MARKS AND AZIMUTH
 QK0697'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  STA.
 QK0697'REFERENCE MARKS, WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 QK0697'USED REFERENCE MARK NO 3 IN PLACE OF AZ MARK.  RESULTS VERY GOOD FOR
 QK0697'TRAVERSE RUN FROM TRI STA CLARION.
 QK0697
 QK0697                          STATION RECOVERY (1994)
 QK0697
 QK0697'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1328 ***********************************************************************
 NF1328  DESIGNATION -  CLARK
 NF1328  PID         -  NF1328
 NF1328  STATE/COUNTY-  MI/INGHAM
 NF1328  COUNTRY     -  US
 NF1328  USGS QUAD   -  SHAFTSBURG (2017)
 NF1328
 NF1328                         *CURRENT SURVEY CONTROL
 NF1328  ______________________________________________________________________
 NF1328* NAD 83(1994) POSITION- 42 46 09.39641(N) 084 17 50.19502(W)   ADJUSTED
 NF1328* NAVD 88 ORTHO HEIGHT -   298.3   (meters)      979.    (feet) VERTCON3
 NF1328  ______________________________________________________________________
 NF1328  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 NF1328  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 NF1328  HORZ ORDER      -  FIRST
 NF1328
 NF1328.The horizontal coordinates were established by classical geodetic methods
 NF1328.and adjusted by the National Geodetic Survey in February 1997.
 NF1328
 NF1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1328
 NF1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1328.GEOID18 height accuracy estimate available here.
 NF1328
 NF1328.Click photographs - Photos may exist for this station.
 NF1328
 NF1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1328
 NF1328. The following values were computed from the NAD 83(1994) position.
 NF1328
 NF1328;                    North         East     Units Scale Factor Converg.
 NF1328;SPC MI S     -   140,990.113 4,005,678.757   MT  0.99990891   +0 02 50.0
 NF1328;SPC MI S     -   462,565.99 13,141,990.67   iFT  0.99990891   +0 02 50.0
 NF1328;UTM  16      - 4,738,736.743   721,123.523   MT  1.00020159   +1 50 09.7
 NF1328
 NF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1328!SPC MI S     -   0.99995844  x   0.99990891  =   0.99986735
 NF1328!UTM  16      -   0.99995844  x   1.00020159  =   1.00016002
 NF1328
 NF1328:                Primary Azimuth Mark                     Grid Az
 NF1328:SPC MI S     -  CLARK AZ MK                              085 00 34.3
 NF1328:UTM  16      -  CLARK AZ MK                              083 13 14.6
 NF1328
 NF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2112338736(NAD 83)
 NF1328
 NF1328|---------------------------------------------------------------------|
 NF1328| PID    Reference Object                     Distance      Geod. Az  |
 NF1328|                                                           dddmmss.s |
 NF1328| NF1267 PITTSBURG WHITE CHURCH STEEPLE      APPROX.15.0 KM 0242650.7 |
 NF1328| NF1253 PERRY WATER TANK                    APPROX. 8.9 KM 0463005.4 |
 NF1328| CH0899 CLARK RM 1                           45.357 METERS 05711     |
 NF1328| NF1240 BANCROFT WATER TANK                 APPROX.22.4 KM 0581201.4 |
 NF1328| CH0898 CLARK AZ MK                                        0850324.3 |
 NF1328| NF1275 FOWLERVILLE WATER TANK              APPROX.21.8 KM 1231401.4 |
 NF1328| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.33.3 KM 1272841.2 |
 NF1328| NF1292 MASON COURTHOUSE                    APPROX.24.2 KM 2092923.5 |
 NF1328| NF1291 MASON SMA CORPORATION TANK          APPROX.24.1 KM 2112450.2 |
 NF1328| NF1301 OKEMOS COUNTY FARM WATER TANK       APPROX.12.3 KM 2271957.4 |
 NF1328| NF1303 EAST LANSING MICH ST U N STK        APPROX.15.6 KM 2535353.9 |
 NF1328| NF1499 LANSING DIAMOND REO W TANK          APPROX.21.5 KM 2542219.3 |
 NF1328| NF1474 LANSING DIAMOND RED E TANK          APPROX.21.1 KM 2544326.1 |
 NF1328| NF1305 EAST LANSING MICH ST U MEM TWR      APPROX.15.7 KM 2544528.6 |
 NF1328| NF1476 LANSING CITY POWER PLT SE STK       APPROX.22.1 KM 2551643.6 |
 NF1328| NF1475 LANSING CITY POWER PLT NW STK       APPROX.22.1 KM 2552153.0 |
 NF1328| NF1473 LANSING OLDS MOTOR CO STACK         APPROX.22.3 KM 2561423.3 |
 NF1328| NF1343 SHAFTSBURG BELL TEL MICROWAVE       147.089 METERS 25738     |
 NF1328| NF1470 LANSING STATE CAPITOL DOME          APPROX.21.5 KM 2592801.0 |
 NF1328| NF1332 CLARK RM 3                           18.721 METERS 26555     |
 NF1328| NF1430 LANSING CAPITAL CITY APT BCN        APPROX.24.9 KM 2715604.4 |
 NF1328| CH0900 CLARK RM 2                           42.693 METERS 30609     |
 NF1328| NF1323 LAINGSBURG ST CATHERINE CH          APPROX.14.6 KM 3421302.1 |
 NF1328|---------------------------------------------------------------------|
 NF1328
 NF1328                          SUPERSEDED SURVEY CONTROL
 NF1328
 NF1328  NAD 83(1986)-  42 46 09.39587(N)    084 17 50.21486(W) AD(       ) 1
 NF1328  NAD 27      -  42 46 09.27345(N)    084 17 50.32191(W) AD(       ) 1
 NF1328  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 NF1328
 NF1328.Superseded values are not recommended for survey control.
 NF1328
 NF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1328.See file dsdata.pdf to determine how the superseded data were derived.
 NF1328
 NF1328_MARKER: DS = TRIANGULATION STATION DISK
 NF1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1328_STAMPING: CLARK 1932
 NF1328_MARK LOGO: CGS
 NF1328_PROJECTION: FLUSH
 NF1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1328+STABILITY: SURFACE MOTION
 NF1328
 NF1328  HISTORY     - Date     Condition        Report By
 NF1328  HISTORY     - 1932     MONUMENTED       CGS
 NF1328  HISTORY     - 1934     GOOD             CGS
 NF1328  HISTORY     - 1970     GOOD             NGS
 NF1328  HISTORY     - 1976     GOOD             NGS
 NF1328
 NF1328                          STATION DESCRIPTION
 NF1328
 NF1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1328'ABOUT 6 MILES SOUTHWEST OF PERRY, 14 MILES EAST BY NORTH OF CENTER OF
 NF1328'LANSING, 1/2 MILE SOUTH OF SHIAWASSEE- INGHAM COUNTY LINE, ON PROPERTY
 NF1328'OWNED BY M. B. CLARK, ON HIGHEST PART OF RIDGE TO SOUTH OF ROAD, 84
 NF1328'FEET SOUTH OF FENCE AT EDGE OF ROAD EXCAVATION, AND 45 FEET WEST OF
 NF1328'BREAK OF SLOPE ON EAST SIDE OF RIDGE.  TO REACH FROM PERRY, GO SOUTH
 NF1328'3.0 MILES ON ROUTE M-47 TO CROSSROADS, PROCEED WEST 1.5 MILES, SOUTH
 NF1328'0.5 MILE, AND WEST 1.0 MILE TO CROSSROADS WITH SCHOOL IN SOUTHWEST
 NF1328'CORNER OF INTERSECTION, PROCEED SOUTH 0.5 MILE TO NARROW GRAVEL ROAD
 NF1328'TO WEST, AND PROCEED WEST 0.9 MILE ON GRAVEL ROAD TO CREST OF RIDGE
 NF1328'AND STATION SITE.
 NF1328'
 NF1328'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1328'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.  REFERENCE
 NF1328'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF1328'
 NF1328'NO. 1 PROJECTS 5 INCHES, IS ON EAST SLOPE OF RIDGE, 30 FEET SOUTH OF
 NF1328'CENTER LINE OF ROAD, 1 FOOT SOUTH OF FENCE, 114 FEET NORTHWEST OF
 NF1328'16-INCH HICKORY TREE, AND 150.30 FEET (SLOPE) FROM STATION IN AZIMUTH
 NF1328'237 DEG 13 MIN.
 NF1328'
 NF1328'NO. 2 PROJECTS 5 INCHES, IS 20 FEET SOUTH OF CENTER LINE OF ROAD, 1
 NF1328'FOOT SOUTH OF FENCE, 146 FEET EAST OF EAST END OF GATE, AND 140.06
 NF1328'FEET FROM STATION IN AZIMUTH 126 DEG 10 MIN.
 NF1328'
 NF1328'AZIMUTH MARK PROJECTS 7 INCHES, IS 31 FEET SOUTH OF THE CENTER LINE OF
 NF1328'THE ROAD, 1 FOOT SOUTH OF FENCE, 65 FEET WEST OF NORTH-AND-SOUTH
 NF1328'FENCE, 66 FEET NORTHEAST OF DOUBLE TREE IN GROUP OF TREES GROWING IN
 NF1328'PILE OF ROCKS, AND APPROXIMATELY 0.2 MILE FROM STATION IN AZIMUTH 265
 NF1328'DEG 04 MIN 26 SEC.
 NF1328
 NF1328                          STATION RECOVERY (1970)
 NF1328
 NF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1328'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NF1328'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO BOTH
 NF1328'REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 2 COMPARED
 NF1328'FAVORABLY WITH THE 1932 VALUES.  THE CURRENT HORIZONTAL DISTANCE TO
 NF1328'REFERENCE MARK 1 WAS 1.49 FEET SHORTER THAN THE DISTANCE OBTAINED IN
 NF1328'1932.  THE 1932 DISTANCE WAS REPORTED AS SLOPE WITH NO INDICATION AS
 NF1328'TO WHETHER IT WAS INSTRUMENT TO MARK OR MARK TO MARK.  THE CURRENT
 NF1328'MEASUREMENT WAS CONFIRMED.
 NF1328'
 NF1328'DUE TO AN OVERHEAD POWER LINE A REFERENCE MARK 3 WAS ESTABLISHED AND
 NF1328'OCCUPIED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 NF1328'
 NF1328'STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING, 9
 NF1328'MILES SOUTH-SOUTHEAST OF LAINGSBURG, AND 5-1/2 MILES EAST-NORTHEAST OF
 NF1328'HASLETT ON LAND OWNED BY MR. R.O. HUSKINS.  MR. HUSKINS LIVES AT 5664
 NF1328'SCHOOL STREET, HASLETT, MICHIGAN AND HIS PHONE NUMBER IS (517)
 NF1328'339-2198.
 NF1328'
 NF1328'THE STATION MARK, A STANDARD DISK STAMPED CLARK 1932, IS SET IN THE
 NF1328'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1328'GROUND SURFACE.  IT IS 84.7 FEET NORTH OF A POWER LINE POLE WITH
 NF1328'TRANSFORMER, 82.5 FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY AND
 NF1328'64.3 FEET SOUTH OF A POWER LINE POLE.  (NOTES 1A 7A)
 NF1328'
 NF1328'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1932, IS SET IN
 NF1328'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1328'GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE CENTER OF BARRY ROAD, 16
 NF1328'FEET SOUTHEAST OF A 24-INCH TREE AND 2 FEET SOUTH OF AN EAST-WEST
 NF1328'FENCE LINE.  (NOTE 11A)
 NF1328'
 NF1328'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1932, IS SET IN
 NF1328'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 NF1328'ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE CENTER OF BARRY
 NF1328'ROAD, 13 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 3 FEET EAST OF A
 NF1328'METAL WITNESS POST.  (NOTE 11A)
 NF1328'
 NF1328'REFERENCE MARK 3, A STANDARD DISK STAMPED CLARK 1932 NO 3 1970, IS SET
 NF1328'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1328'WITH THE GROUND SURFACE.  IT IS 98.5 FEET NORTHWEST OF THE POWER LINE
 NF1328'POLE WITH TRANSFORMER, 93.5 FEET SOUTHWEST OF THE POWER LINE POLE AND
 NF1328'21 FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY.  (NOTE 11B)
 NF1328'
 NF1328'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED CLARK 1932
 NF1328'AZIMUTH, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1328'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH
 NF1328'OF BARRY ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  (NOTE 11B)
 NF1328'
 NF1328'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1328'HASLETT ROAD FOR 5.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ON
 NF1328'LOUNSBURY ROAD AND GO 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NF1328'EAST ON BARRY ROAD FOR 0.15 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT.
 NF1328'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE
 NF1328'STATION ON THE LEFT.
 NF1328'
 NF1328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BARRY ROAD FOR
 NF1328'0.2 MILE TO THE MARK ON THE RIGHT.
 NF1328'
 NF1328'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 DUE TO TREES AND THE
 NF1328'SLOPE OF THE RIDGE BETWEEN THE TWO MARKS.
 NF1328
 NF1328                          STATION RECOVERY (1976)
 NF1328
 NF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1328'STATION WAS NOT OCCUPIED FOR OBSERVATIONS AT THIS TIME.
 NF1328'
 NF1328'THE STATION MARK, REFERENCE MARKS 1 AND 2, CLARK RM 3, AND THE
 NF1328'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A LONGER DISTANCE
 NF1328'OF 0.006 METER TO CLARK RM 3 WAS NOTED AND VERIFIED.  NO
 NF1328'MEASUREMENT
 NF1328'
 NF1328'FOR A ROUTE TO REACH AND MORE COMPLETE DESCRIPTION SEE THE
 NF1328'DESCRIPTION FOR CLARK RM 3.
 NF1328'
 NF1328'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1328'
 NF1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 NF1328'SHAFTSBURG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1332 ***********************************************************************
 NF1332  DESIGNATION -  CLARK RM 3
 NF1332  PID         -  NF1332
 NF1332  STATE/COUNTY-  MI/INGHAM
 NF1332  COUNTRY     -  US
 NF1332  USGS QUAD   -  SHAFTSBURG (2017)
 NF1332
 NF1332                         *CURRENT SURVEY CONTROL
 NF1332  ______________________________________________________________________
 NF1332* NAD 83(1994) POSITION- 42 46 09.35318(N) 084 17 51.01639(W)   ADJUSTED
 NF1332* NAVD 88 ORTHO HEIGHT -   299.4   (meters)      982.    (feet) VERTCON3
 NF1332  ______________________________________________________________________
 NF1332  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 NF1332  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 NF1332  HORZ ORDER      -  FIRST
 NF1332
 NF1332.The horizontal coordinates were established by classical geodetic methods
 NF1332.and adjusted by the National Geodetic Survey in February 1997.
 NF1332
 NF1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1332
 NF1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1332.GEOID18 height accuracy estimate available here.
 NF1332
 NF1332.Click photographs - Photos may exist for this station.
 NF1332
 NF1332.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1332
 NF1332. The following values were computed from the NAD 83(1994) position.
 NF1332
 NF1332;                    North         East     Units Scale Factor Converg.
 NF1332;SPC MI S     -   140,988.763 4,005,660.086   MT  0.99990891   +0 02 49.4
 NF1332;SPC MI S     -   462,561.56 13,141,929.42   iFT  0.99990891   +0 02 49.4
 NF1332;UTM  16      - 4,738,734.811   721,104.897   MT  1.00020149   +1 50 09.1
 NF1332
 NF1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1332!SPC MI S     -   0.99995827  x   0.99990891  =   0.99986718
 NF1332!UTM  16      -   0.99995827  x   1.00020149  =   1.00015975
 NF1332
 NF1332:                Primary Azimuth Mark                     Grid Az
 NF1332:SPC MI S     -  CLARK AZ MK                              085 04 47.3
 NF1332:UTM  16      -  CLARK AZ MK                              083 17 27.6
 NF1332
 NF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2110438734(NAD 83)
 NF1332
 NF1332|---------------------------------------------------------------------|
 NF1332| PID    Reference Object                     Distance      Geod. Az  |
 NF1332|                                                           dddmmss.s |
 NF1332| CH0899 CLARK RM 1                                         06529     |
 NF1332| CH0898 CLARK AZ MK                                        0850736.7 |
 NF1332| NF1328 CLARK                                18.721 METERS 08555     |
 NF1332| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX. 4.4 KM 1255733.4 |
 NF1332| NF1321 LANSING TV STATION WJIM MAST        APPROX.11.1 KM 2154617.0 |
 NF1332| NF1310 OKEMOS TV STA WKAR MAST             APPROX.12.1 KM 2314450.8 |
 NF1332| NF1343 SHAFTSBURG BELL TEL MICROWAVE       128.591 METERS 25626     |
 NF1332| CH0900 CLARK RM 2                           30.861 METERS 32914     |
 NF1332|---------------------------------------------------------------------|
 NF1332
 NF1332                          SUPERSEDED SURVEY CONTROL
 NF1332
 NF1332  NAD 83(1986)-  42 46 09.35263(N)    084 17 51.03636(W) AD(       ) 1
 NF1332  NAD 27      -  42 46 09.23020(N)    084 17 51.14324(W) AD(       ) 1
 NF1332  NGVD 29 (07/19/86)  299.5    (m)          983.     (f) VERT ANG       
 NF1332
 NF1332.Superseded values are not recommended for survey control.
 NF1332
 NF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1332.See file dsdata.pdf to determine how the superseded data were derived.
 NF1332
 NF1332_MARKER: DR = REFERENCE MARK DISK
 NF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1332_STAMPING: CLARK 1932 NO 3 1970
 NF1332_MARK LOGO: CGS
 NF1332_PROJECTION: FLUSH
 NF1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1332+STABILITY: SURFACE MOTION
 NF1332
 NF1332  HISTORY     - Date     Condition        Report By
 NF1332  HISTORY     - 1970     MONUMENTED       NGS
 NF1332  HISTORY     - 1976     GOOD             NGS
 NF1332
 NF1332                          STATION DESCRIPTION
 NF1332
 NF1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1332'DUE TO A POWER LINE HAVING BEEN CONSTRUCTED OVER CLARK 1932, A
 NF1332'REFERENCE MARK 3 WAS ESTABLISHED, OCCUPIED, AND A TRAVERSE CONNECTION
 NF1332'WAS MADE.  FOLLOWING IS A NEW DESCRIPTION-
 NF1332'
 NF1332'STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING, 9
 NF1332'MILES SOUTH-SOUTHEAST OF LAINGSBURG, AND 5-1/2 MILES EAST-NORTHEAST OF
 NF1332'HASLETT ON LAND OWNED BY MR. R.O. HUSKINS.  MR. HUSKINS LIVES AT 5664
 NF1332'SCHOOL STREET, HASLETT, MICHIGAN AND HIS PHONE NUMBER IS (517)
 NF1332'339-2198.
 NF1332'
 NF1332'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1332'HASLETT ROAD FOR 5.6 MILES TO A SIDE ROAD LEFT. TURN LEFT, NORTH, ON
 NF1332'LOUNSBURY ROAD AND GO 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NF1332'EAST ON BARRY ROAD FOR 0.15 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT.
 NF1332'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE
 NF1332'STATION ON THE LEFT.
 NF1332'
 NF1332'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK 1932 NO 3
 NF1332'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1332'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 98.5 FEET NORTHWEST OF A
 NF1332'POWER LINE POLE WITH TRANSFORMER, 93.5 FEET SOUTHWEST OF A POWER LINE
 NF1332'POLE, AND 21 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY.
 NF1332'
 NF1332'STATION CLARK 1932, A STANDARD DISK STAMPED CLARK 1932, IS SET IN THE
 NF1332'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'GROUND SURFACE.  IT IS 84.7 FEET NORTH OF THE TRANSFORMER POLE, 82.5
 NF1332'FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY, AND 64.3 FEET SOUTH
 NF1332'OF THE POWER LINE POLE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 NF1332'IRREGULAR MASS OF CONCRETE.
 NF1332'
 NF1332'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1932, IS SET IN
 NF1332'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE CENTER OF BARRY ROAD, 16
 NF1332'FEET SOUTHEAST OF A 24-INCH TREE, AND 2 FEET SOUTH OF AN EAST-WEST
 NF1332'FENCE LINE.  THE DISTANCE AND DIRECTION TO THIS MARK WAS NOT MEASURED
 NF1332'FROM CLARK 1932 RM 3 DUE TO TREES AND THE SLOPE OF THE RIDGE BETWEEN
 NF1332'THE TWO MARKS.
 NF1332'
 NF1332'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1932, IS SET IN
 NF1332'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 NF1332'ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OT THE CENTER OF BARRY
 NF1332'ROAD, 13 FEET EAST OF THE CENTER OF THE DRIVEWAY, AND 3 FEET EAST OF A
 NF1332'METAL WITNESS POST.
 NF1332'
 NF1332'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK 1932
 NF1332'AZIMUTH, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1332'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH
 NF1332'OF BARRY ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 NF1332'
 NF1332'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BARRY ROAD FOR
 NF1332'0.2 MILE TO THE MARK ON THE RIGHT.
 NF1332'
 NF1332'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 NF1332
 NF1332                          STATION RECOVERY (1976)
 NF1332
 NF1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1332'THE STATION MARK, REFERENCE MARKS 1 AND 2, CLARK 1932, AND THE AZIMUTH
 NF1332'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 NF1332'OBSERVED UPON AT THIS TIME BECAUSE OF TREES ON LINE.  THE DIRECTION TO
 NF1332'THE MARKS COMPARED FAVORABLY WITH THE 1970 DATA.  A LONGER DISTANCE OF
 NF1332'0.006 METER TO CLARK 1932 WAS NOTED AND VERIFIED.  NO MEASUREMENT WAS
 NF1332'MADE TO RM 1 BECAUSE OF TERRAIN. BRUSH ON LINE.  A NEW AND COMPLETE
 NF1332'DESCRIPTION FOLLOWS--
 NF1332'
 NF1332'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING, 9
 NF1332'MILES SOUTH-SOUTHEAST OF LAINGSBURG, 5-1/2 MILES EAST-NORTHEAST OF
 NF1332'HASLETT, 4 MILES SOUTH OF SHAFTSBURG, IN THE NE 1/4 OF SEC 2, T 4 N, R
 NF1332'1 E, ON PROPERTY OWNED BY MR. RICHARD HUCKINS WHO LIVES JUST SOUTH OF
 NF1332'THE STATION.  PHONE NUMBER 655-3777.
 NF1332'
 NF1332'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1332'HASLETT ROAD FOR 5.35 MILES TO A SIDE ROAD LEFT. (LOUNSBURY ROAD).
 NF1332'TURN LEFT AND GO NORTH ON LOUNSBURY ROAD FOR 1.7 MILES TO A CROSSROAD.
 NF1332'(BARRY ROAD).  TURN RIGHT AND GO EAST ON BARRY ROAD FOR 0.15 MILE TO A
 NF1332'DRIVEWAY ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE AHEAD ON
 NF1332'BARRY ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT) TURN RIGHT AND GO
 NF1332'SOUTH ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE STATION ON THE LEFT.
 NF1332'
 NF1332'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CLARK 1932
 NF1332'NO 3 1970, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 NF1332'MONUMENT THAT IS FLUSH WITH THE SURFACE OF GROUND.  IT IS 99 FEET
 NF1332'NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, AND 22 FEET EAST OF
 NF1332'CENTER OF THE DRIVEWAY.
 NF1332'
 NF1332'CLARK 1932 IS A STANDARD DISK STAMPED CLARK 1932, SET IN THE TOP OF A
 NF1332'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 NF1332'GROUND.  IT IS 83 FEET EAST OF CENTER OF THE DRIVEWAY, 64 FEET SOUTH
 NF1332'OF A POWER LINE POLE, AND 6 FEET NORTHEAST OF A 3 INCH DIAMETER PINE
 NF1332'TREE.
 NF1332'
 NF1332'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARK NO 1 1932, SET IN
 NF1332'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A EAST-WEST FENCELINE,
 NF1332'AND 34 FEET SOUTH OF CENTER OF BARRY ROAD.
 NF1332'
 NF1332'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLARK NO 2 1932, SET IN
 NF1332'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'SURFACE OF THE GROUND.  IT IS 36 FEET SOUTH OF CENTER OF BARRY ROAD,
 NF1332'12 FEET EAST OF CENTER OF THE DRIVEWAY, 3 FEET EAST OF A METAL WITNESS
 NF1332'POST, AND 0.5 FEET SOUTH OF A EAST-WEST FENCELINE.
 NF1332'
 NF1332'AZIMUTH MARK IS A STANDARD REFERENCE MARK STAMPED CLARK 1932 AZIMUTH,
 NF1332'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NF1332'PROJECTS 6 INCHES.  IT IS 33 FEET SOUTH OF CENTER OF BARRY ROAD, AND 2
 NF1332'FEET SOUTH OF A EAST-WEST FENCELINE.
 NF1332'
 NF1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 NF1332'SHAFTSBURG.
 NF1332'
 NF1332'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1291 ***********************************************************************
 NE1291  DESIGNATION -  CLARKSTON
 NE1291  PID         -  NE1291
 NE1291  STATE/COUNTY-  MI/OAKLAND
 NE1291  COUNTRY     -  US
 NE1291  USGS QUAD   -  CLARKSTON (2017)
 NE1291
 NE1291                         *CURRENT SURVEY CONTROL
 NE1291  ______________________________________________________________________
 NE1291* NAD 83(1994) POSITION- 42 44 02.42105(N) 083 22 47.16043(W)   ADJUSTED
 NE1291* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 NE1291  ______________________________________________________________________
 NE1291  GEOID HEIGHT    -        -34.299 (meters)                     GEOID18
 NE1291  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 NE1291  HORZ ORDER      -  FIRST
 NE1291
 NE1291.The horizontal coordinates were established by classical geodetic methods
 NE1291.and adjusted by the National Geodetic Survey in February 1997.
 NE1291
 NE1291.The orthometric height was scaled from a topographic map.
 NE1291
 NE1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1291.GEOID18 height accuracy estimate available here.
 NE1291
 NE1291.Click photographs - Photos may exist for this station.
 NE1291
 NE1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1291
 NE1291. The following values were computed from the NAD 83(1994) position.
 NE1291
 NE1291;                    North         East     Units Scale Factor Converg.
 NE1291;SPC MI S     -   137,543.580 4,080,809.930   MT  0.99991034   +0 40 17.8
 NE1291;SPC MI S     -   451,258.46 13,388,484.02   iFT  0.99991034   +0 40 17.8
 NE1291;UTM  17      - 4,734,023.503   305,189.998   MT  1.00006692   -1 36 55.5
 NE1291
 NE1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1291!SPC MI S     -   0.99995474  x   0.99991034  =   0.99986508
 NE1291!UTM  17      -   0.99995474  x   1.00006692  =   1.00002166
 NE1291
 NE1291:                Primary Azimuth Mark                     Grid Az
 NE1291:SPC MI S     -  CLARKSTON AZ MK                          090 03 17.8
 NE1291:UTM  17      -  CLARKSTON AZ MK                          092 20 31.1
 NE1291
 NE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0518934023(NAD 83)
 NE1291
 NE1291|---------------------------------------------------------------------|
 NE1291| PID    Reference Object                     Distance      Geod. Az  |
 NE1291|                                                           dddmmss.s |
 NE1291| NE1292 TT 29 C                              38.368 METERS 04438     |
 NE1291| CH0901 CLARKSTON AZ MK                                    0904335.6 |
 NE1291| CH0902 CLARKSTON RM 1                       51.697 METERS 15120     |
 NE1291|---------------------------------------------------------------------|
 NE1291
 NE1291                          SUPERSEDED SURVEY CONTROL
 NE1291
 NE1291  NAD 83(1986)-  42 44 02.42250(N)    083 22 47.19222(W) AD(       ) 1
 NE1291  NAD 27      -  42 44 02.31100(N)    083 22 47.40700(W) AD(       ) 1
 NE1291
 NE1291.Superseded values are not recommended for survey control.
 NE1291
 NE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1291.See file dsdata.pdf to determine how the superseded data were derived.
 NE1291
 NE1291_MARKER: DS = TRIANGULATION STATION DISK
 NE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1291_STAMPING: CLARKSTON 1943
 NE1291_MARK LOGO: CGS
 NE1291_PROJECTION: RECESSED 36 CENTIMETERS
 NE1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1291+STABILITY: SURFACE MOTION
 NE1291
 NE1291  HISTORY     - Date     Condition        Report By
 NE1291  HISTORY     - 1943     MONUMENTED       CGS
 NE1291  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NE1291
 NE1291                          STATION DESCRIPTION
 NE1291
 NE1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1291'STATION IS LOCATED ABOUT 2 MILES E OF THE VILLAGE OF CLARKSTON AND
 NE1291'STATE HIGHWAY 15, ON LAND OWNED BY JOSEPH MCCONACHIE.  THE MARK IS SET
 NE1291'IN THE NW ANGLE OF THE INTERSECTION OF WALDON AND SASHABAW ROADS.  IT
 NE1291'IS 132 FEET N OF THE CENTER LINE OF WALDON ROAD (GRAVEL) AND 54 FEET W
 NE1291'OF THE CENTER LINE OF SASHABAW ROAD (CONCRETE).  THE MARK IS ON THE
 NE1291'HIGHEST GROUND IN THE GRASSY LOT AND IS ABOUT 14 INCHES BELOW THE
 NE1291'SURFACE OF THE GROUND.  STAMPED CLARKSTON 1943.
 NE1291'
 NE1291'SURFACE, UNDERGROUND, REFERENCE MARK 1 AND AZIMUTH MARK ARE BRONZE
 NE1291'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1291'
 NE1291'REFERENCE MARK 1 IS 169.61 FEET SE OF THE STATION.  IT IS 35 FEET SE
 NE1291'OF THE CENTER LINE OF THE INTERSECTION OF WALDON AND SASHABAW ROADS.
 NE1291'STAMPED CLARKSTON NO 1 1943.
 NE1291'
 NE1291'TT 29 C (USGS) 1935 WAS USED AS REFERENCE MARK 2.  THIS MARK IS A
 NE1291'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A 6- BY 6-INCH
 NE1291'CONCRETE POST.  IT IS 125.88 FEET NE OF THE STATION, 37.5 FEET E OF
 NE1291'THE CENTER LINE OF SASHABAW ROAD AND 1.4 FEET W OF A N-S FENCE.
 NE1291'STAMPED TT 29 C 1935.  1,048 FEET ABOVE SEA LEVEL.
 NE1291'
 NE1291'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION.  IT IS ON
 NE1291'A ROAD BANK, 51 FEET N OF THE CENTER LINE OF WALDON ROAD, 22 FEET N OF
 NE1291'A FENCE CORNER, 1.4 FEET N OF A REFERENCE POST, 1.4 FEET W OF A N-S
 NE1291'FENCE.  THE DISK IS STAMPED CLARKSTON 1943.
 NE1291'
 NE1291'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN CLARKSTON, GO S ON
 NE1291'STATE HIGHWAY 15, FOR 0.2 MILE, TURN LEFT ON WALDON ROAD (GRAVEL) AND
 NE1291'GO 2.3 MILES TO ITS INTERSECTION WITH SASHABAW ROAD* AND THE STATION
 NE1291'ON THE LEFT AS DESCRIBED.
 NE1291'
 NE1291'*TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION GO E ON WALDON ROAD
 NE1291'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NE1291'
 NE1291'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1291
 NE1291                          STATION RECOVERY (1980)
 NE1291
 NE1291'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1291'COULD NOT LOCATE STATION, AZIMUTH MARK OR REFERENCE MARKS.  STATION
 NE1291'SHOULD BE CONSIDERED LOST DUE TO EXTENSIVE EARTHWORK AT THE I 75 AND
 NE1291'SASHABAW ROAD INTERCHANGE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0581 ***********************************************************************
 QM0581  DESIGNATION -  CLASH
 QM0581  PID         -  QM0581
 QM0581  STATE/COUNTY-  MI/DICKINSON
 QM0581  COUNTRY     -  US
 QM0581  USGS QUAD   -  RANDVILLE (2017)
 QM0581
 QM0581                         *CURRENT SURVEY CONTROL
 QM0581  ______________________________________________________________________
 QM0581* NAD 83(1994) POSITION- 45 57 27.86536(N) 088 06 12.36797(W)   ADJUSTED
 QM0581* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 QM0581  ______________________________________________________________________
 QM0581  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 QM0581  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 QM0581  HORZ ORDER      -  FIRST
 QM0581
 QM0581.The horizontal coordinates were established by classical geodetic methods
 QM0581.and adjusted by the National Geodetic Survey in February 1997.
 QM0581
 QM0581.The orthometric height was scaled from a topographic map.
 QM0581
 QM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0581.GEOID18 height accuracy estimate available here.
 QM0581
 QM0581.Click photographs - Photos may exist for this station.
 QM0581
 QM0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0581
 QM0581. The following values were computed from the NAD 83(1994) position.
 QM0581
 QM0581;                    North         East     Units Scale Factor Converg.
 QM0581;SPC MI N     -   131,123.797 7,914,468.876   MT  0.99991909   -0 47 51.2
 QM0581;SPC MI N     -   430,196.18 25,966,105.24   iFT  0.99991909   -0 47 51.2
 QM0581;SPC WI N     -    89,678.077   747,004.922   MT  0.99995203   +1 22 05.3
 QM0581;SPC WI N     -   294,218.82  2,450,798.65   sFT  0.99995203   +1 22 05.3
 QM0581;UTM  16      - 5,089,944.070   414,493.578   MT  0.99968988   -0 47 35.6
 QM0581
 QM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0581!SPC MI N     -   0.99993523  x   0.99991909  =   0.99985432
 QM0581!SPC WI N     -   0.99993523  x   0.99995203  =   0.99988726
 QM0581!UTM  16      -   0.99993523  x   0.99968988  =   0.99962513
 QM0581
 QM0581:                Primary Azimuth Mark                     Grid Az
 QM0581:SPC MI N     -  COLONY                                   335 20 21.8
 QM0581:SPC WI N     -  COLONY                                   333 10 25.3
 QM0581:UTM  16      -  COLONY                                   335 20 06.2
 QM0581
 QM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1449389944(NAD 83)
 QM0581
 QM0581|---------------------------------------------------------------------|
 QM0581| PID    Reference Object                     Distance      Geod. Az  |
 QM0581|                                                           dddmmss.s |
 QM0581| CI7823 CLASH RM 1                           16.432 METERS 09558     |
 QM0581| QM0586 IRON MTN ST POLICE RADIO MAST       APPROX.15.9 KM 1630619.4 |
 QM0581| QM0587 IRON MTN W AND M POWER CO MAST      APPROX.14.0 KM 1730226.7 |
 QM0581| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX.13.7 KM 1750628.6 |
 QM0581| CI7824 CLASH RM 2                           18.010 METERS 21457     |
 QM0581| RL1555 COLONY                              APPROX.15.6 KM 3343230.6 |
 QM0581|---------------------------------------------------------------------|
 QM0581
 QM0581                          SUPERSEDED SURVEY CONTROL
 QM0581
 QM0581  NAD 83(1991)-  45 57 27.86373(N)    088 06 12.36473(W) AD(       ) 1
 QM0581  NAD 83(1986)-  45 57 27.86514(N)    088 06 12.36303(W) AD(       ) 1
 QM0581  NAD 27      -  45 57 28.03300(N)    088 06 11.89200(W) AD(       ) 1
 QM0581
 QM0581.Superseded values are not recommended for survey control.
 QM0581
 QM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0581.See file dsdata.pdf to determine how the superseded data were derived.
 QM0581
 QM0581_MARKER: DS = TRIANGULATION STATION DISK
 QM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0581_STAMPING: CLASH 1954
 QM0581_MARK LOGO: CGS
 QM0581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0581+STABILITY: SURFACE MOTION
 QM0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0581+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1995
 QM0581
 QM0581  HISTORY     - Date     Condition        Report By
 QM0581  HISTORY     - 1954     MONUMENTED       CGS
 QM0581  HISTORY     - 19950311 GOOD             MIDT
 QM0581
 QM0581                          STATION DESCRIPTION
 QM0581
 QM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0581'STATION IS LOCATED ABOUT 10 MILES NORTH NORTHWEST OF IRON
 QM0581'MOUNTAIN AND 8 MILES NORTHEAST OF FLORENCE NEAR THE SOUTH END
 QM0581'OF THE HIGHEST TIMBERED RIDGE IN THE VICINITY.  STATION IS
 QM0581'27 FEET SOUTHWEST OF A TRIANGLE BLAZED POPLAR TREE AND 5 FEET
 QM0581'NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 QM0581'AND THE DISK IS STAMPED CLASH 1954.
 QM0581'
 QM0581'REFERENCE MARK NO. 1 IS 30 FEET EAST OF TRIANGLE BLAZED POPLAR
 QM0581'TREE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 QM0581'CLASH NO 1 1954.
 QM0581'
 QM0581'REFERENCE MARK NO. 2 IS 7 FEET NORTHWEST OF CLEARED ROAD.  THE
 QM0581'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CLASH NO
 QM0581'2 1954.
 QM0581'
 QM0581'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 95 IN
 QM0581'RANDVILLE, A SMALL VILLAGE ABOUT 12 MILES NORTH OF IRON MOUNTAIN,
 QM0581'GO WEST ON GRAVEL ROAD CROSSING RAIL ROAD TRACKS FOR 0.05 MILE
 QM0581'TO FORKS.  KEEP LEFT FORK ON GRAVEL ROAD FOR 0.45 MILE TO FORKS.
 QM0581'KEEP LEFT FORK AND GO SOUTHERLY FOR 2.8 MILES TO A SIDE ROAD
 QM0581'RIGHT.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 2.6 MILES
 QM0581'TO A SMALL CLEARING AND TWO TRIANGLE BLAZED TREES ON RIGHT.
 QM0581'FROM HERE PACK EAST THROUGH TIMBER FOR ABOUT 1/4 MILE TO TOP
 QM0581'OF HILL AND STATION AS DESCRIBED.
 QM0581'
 QM0581'NO AVAILABLE LOCATION FOR A V.G. AZIMUTH MARK.
 QM0581'
 QM0581'A 4 WHEEL DRIVE WITH WINCH CAN BE DRIVEN TO STATION BY FOLLOWING
 QM0581'CLEARED ROAD.
 QM0581'
 QM0581'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 QM0581
 QM0581                          STATION RECOVERY (1995)
 QM0581
 QM0581'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0581'NOTE-STATION RECOVERED WITH THE AIDE OF A GARMIN GPS45 RECEIVER.  IT
 QM0581'WAS REPORTED BY A TIMBER CRUSIER THAT THEY PLAN TO CUT THIS AREA IN
 QM0581'THE FUTURE THE STAION IS LOCATED IN QUAD 450881.  ABOUT 16.1 KM (10.00
 QM0581'MI) NORTH-NORTHEAST OF IRON MOUNTAIN, MICHIGAN, ABOUT 12.9 KM (8.00
 QM0581'MI) NORTHEAST OF FLORENCE, WICONSIN, NEAR THE SOUTH END OF THE HIGHEST
 QM0581'TIMBERED RIDGE IN THE VICINITY.  IN THE SOUTHWAST 1/4 OF SECTION 7,
 QM0581'T-41-N, R-30-W, SAGOLA TOWNSHIP.  PROPERTY OWNER-KEWEENAW LAND
 QM0581'ASSOCIATION LTD, 117 WEST GENESSE STREET, IRON RIVER, MICHIGAN 49935,
 QM0581'PHONE (906) 265-4400 TO REACH FROM THE NORTH JUNCTION OF US HIGHWAYS
 QM0581'2/141 AND STATE HIGHWAY M-95 AT THE NORTH SIDE OF IRON MOUNTAIN FOLLOW
 QM0581'STATE HIGHWAY M-95 NORTH FOR 7.9 KM (4.90 MI) TO A PAVED ROAD LEFT
 QM0581'(SWANSON ROAD) , TURN LEFT (WEST) FOR 1.87 KM (1.15 MI) TO A 3 WAY
 QM0581'INTERSECTION, TURN LEFT CROSSING RAILROAD TRACK TO ANOTHER 3 WAY
 QM0581'INTERSECTION (BASS LAKE RD-CO RD 607) , TURN RIGHT (NORTH) ON COUNTY
 QM0581'ROAD 607 FOR 1.87 KM (1.15 MI) TO A ROAD LEFT (PEAVY FALLS RD) , TURN
 QM0581'LEFT (WEST) FOR 1.89 KM (1.15 MI) TO THE END OF PAVEMENT, CONTINUE
 QM0581'ALONG GRAVEL ROAD (UNDER CONSTRUCTION 1995) FOR 2.3 KM (1.40 MI) TO A
 QM0581'SMALL CLEARING ON THE LEFT AND THE RIGHT.  THIS IS THE END OF TRUCK
 QM0581'TRAVEL.  FROM HERE PACK OR ATV NORTHEASTERLY THRU TIMBER 0.4 KM (0.25
 QM0581'MI) MORE OR LESS TO THE TOP OF THE HILL AND A DIM LOGGING ROAD.
 QM0581'FOLLOW DIM ROAD NORTHEAST APPROX.  90 M (295.3 FT) MORE OR LESS TO THE
 QM0581'STATION STATION 0.0 M (0.0 FT) EAST OF A CARSONITE WITNESS POST ON THE
 QM0581'RIGHT SIDE OF A DIM LOGGING ROAD.  NO OTHER PROMINENT REFERENCE MARKS
 QM0581'EXIST EXCEPT FOR RM 1 AND RM 2 WHICH WERE RECOVERED IN GOOD CONDITION
 QM0581'AND WITNESSED BY CARSONITE WITNESS POSTS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0234 ***********************************************************************
 RJ0234  DESIGNATION -  CLAY
 RJ0234  PID         -  RJ0234
 RJ0234  STATE/COUNTY-  MI/CHIPPEWA
 RJ0234  COUNTRY     -  US
 RJ0234  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0234
 RJ0234                         *CURRENT SURVEY CONTROL
 RJ0234  ______________________________________________________________________
 RJ0234* NAD 83(1986) POSITION- 46 29 04.     (N) 084 17 44.     (W)   SCALED
 RJ0234* NAVD 88 ORTHO HEIGHT -   177.416 (meters)      582.07  (feet) ADJUSTED
 RJ0234  ______________________________________________________________________
 RJ0234  GEOID HEIGHT    -        -36.674 (meters)                     GEOID18
 RJ0234  DYNAMIC HEIGHT  -        177.425 (meters)      582.10  (feet) COMP
 RJ0234  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 RJ0234
 RJ0234  VERT ORDER      -  FIRST     CLASS I
 RJ0234
 RJ0234.The horizontal coordinates were scaled from a map and have
 RJ0234.an estimated accuracy of +/- 6 seconds.
 RJ0234
 RJ0234.The orthometric height was determined by differential leveling and
 RJ0234.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0234.in June 1991.
 RJ0234
 RJ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0234.GEOID18 height accuracy estimate available here.
 RJ0234
 RJ0234.Click photographs - Photos may exist for this station.
 RJ0234
 RJ0234.The dynamic height is computed by dividing the NAVD 88
 RJ0234.geopotential number by the normal gravity value computed on the
 RJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0234.degrees latitude (g = 980.6199 gals.).
 RJ0234
 RJ0234.The modeled gravity was interpolated from observed gravity values.
 RJ0234
 RJ0234;                    North         East    Units  Estimated Accuracy
 RJ0234;SPC MI N     -   192,610.    8,207,600.      MT  (+/- 180 meters Scaled)
 RJ0234
 RJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS075514(NAD 83)
 RJ0234
 RJ0234                          SUPERSEDED SURVEY CONTROL
 RJ0234
 RJ0234  NGVD 29 (??/??/92)  177.43   (m)          582.1    (f) COMPUTED    1 1
 RJ0234
 RJ0234.Superseded values are not recommended for survey control.
 RJ0234
 RJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0234.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0234
 RJ0234_MARKER: Z = SEE DESCRIPTION
 RJ0234_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0234+WITH SETTING: INTO GROUND
 RJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0234+STABILITY: SURFACE MOTION
 RJ0234
 RJ0234  HISTORY     - Date     Condition        Report By
 RJ0234  HISTORY     - 1969     MONUMENTED       NONE
 RJ0234  HISTORY     - 1969     GOOD             USLS
 RJ0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0234  HISTORY     - 20041111 MARK NOT FOUND   INDIV
 RJ0234
 RJ0234                          STATION DESCRIPTION
 RJ0234
 RJ0234'DESCRIBED BY US LAKE SURVEY 1969
 RJ0234'AT SUGAR ISLAND.
 RJ0234'CLAY IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON SOUTH
 RJ0234'SIDE OF ROAD, ABOUT 265 FEET EASTERLY OF FERRY DOCK, 119.1 FEET
 RJ0234'SOUTH OF SECOND UTILITY POLE FROM DOCK, 45.5 FEET WEST OF
 RJ0234'TRIANGULAR BLAZE IN A 5-INCH TREE IN A GROUP OF 9 TREES, 37.6
 RJ0234'FEET NORTH OF A TRIANGULAR BLAZE IN A TREE IN A GROUP OF 6
 RJ0234'TREES, 1.1 FEET SOUTHWEST OF A YELLOW POST, 1-FOOT BELOW THE
 RJ0234'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0234'COPPER-COATED STEEL ROD, 64 FEET LONG.
 RJ0234
 RJ0234                          STATION RECOVERY (1983)
 RJ0234
 RJ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0234'NOT RECOVERED, POSSIBLY IN A SWAMPY AREA AND UNDER WATER.
 RJ0234
 RJ0234                          STATION RECOVERY (2004)
 RJ0234
 RJ0234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ0234'MARK NOT FOUND.  UTILITY POLE MENTIONED AS WITNESS IS GONE.  FOUND
 RJ0234'GROUP OF NINE TREES IDENTIFIED AS WITNESSES--DID NOT LOCATE TRIANGULAR
 RJ0234'BLAZE.  GROUP OF SIX TREES IDENTIFIED AS WITNESSES NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5442 ***********************************************************************
 AH5442  DESIGNATION -  CLAY
 AH5442  PID         -  AH5442
 AH5442  STATE/COUNTY-  MI/CHIPPEWA
 AH5442  COUNTRY     -  US
 AH5442  USGS QUAD   -  GOETZVILLE (2017)
 AH5442
 AH5442                         *CURRENT SURVEY CONTROL
 AH5442  ______________________________________________________________________
 AH5442* NAD 83(1994) POSITION- 46 02 41.12558(N) 084 00 06.09122(W)   ADJUSTED
 AH5442* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5442  ______________________________________________________________________
 AH5442  GEOID HEIGHT    -        -36.656 (meters)                     GEOID18
 AH5442  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 AH5442  HORZ ORDER      -  THIRD
 AH5442
 AH5442.The horizontal coordinates were established by classical geodetic methods
 AH5442.and adjusted by the National Geodetic Survey in November 1998.
 AH5442
 AH5442.The orthometric height was scaled from a topographic map.
 AH5442
 AH5442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5442.GEOID18 height accuracy estimate available here.
 AH5442
 AH5442.Click photographs - Photos may exist for this station.
 AH5442
 AH5442.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5442
 AH5442. The following values were computed from the NAD 83(1994) position.
 AH5442
 AH5442;                    North         East     Units Scale Factor Converg.
 AH5442;SPC MI N     -   144,587.707 8,231,995.649   MT  0.99991161   +2 10 01.7
 AH5442;SPC MI N     -   474,369.12 27,007,859.74   iFT  0.99991161   +2 10 01.7
 AH5442;UTM  16      - 5,103,391.746   731,974.921   MT  1.00026158   +2 09 33.8
 AH5442;UTM  17      - 5,103,401.623   267,763.271   MT  1.00026307   -2 09 42.6
 AH5442
 AH5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5442!SPC MI N     -   0.99997783  x   0.99991161  =   0.99988944
 AH5442!UTM  16      -   0.99997783  x   1.00026158  =   1.00023940
 AH5442!UTM  17      -   0.99997783  x   1.00026307  =   1.00024089
 AH5442
 AH5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3197403391(NAD 83)
 AH5442
 AH5442                          SUPERSEDED SURVEY CONTROL
 AH5442
 AH5442.No superseded survey control is available for this station.
 AH5442
 AH5442_MARKER: DD = SURVEY DISK
 AH5442_SETTING: 80 = SET IN A BOULDER
 AH5442_STAMPING: CLAY 1988
 AH5442_MARK LOGO: NOS
 AH5442_PROJECTION: FLUSH
 AH5442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5442+STABILITY: SURFACE MOTION
 AH5442
 AH5442  HISTORY     - Date     Condition        Report By
 AH5442  HISTORY     - 1988     MONUMENTED       NOS
 AH5442
 AH5442                          STATION DESCRIPTION
 AH5442
 AH5442'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5442'THE STATION IS LOCATED ALONG THE WESTERLY SHORELINE OF THE ST MARYS
 AH5442'RIVER, SOUTHEAST OF RABER, MICHIGAN, DUE SOUTH OF LIME ISLAND AND
 AH5442'NORTH-NORTHWEST OF MAUD BAY.
 AH5442'TO REACH THE STATION FROM RABER, GO BY BOAT SOUTHEAST TO THE SECOND
 AH5442'PROMINENT POINT OF LAND APPROXIMATELY 4.2 MILES FROM RABER.
 AH5442'THE STATION IS A STANDARD NOS DISK STAMPED---CLAY 1988---,SET INTO A
 AH5442'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 9.0 METERS (29.5 FEET)
 AH5442'ENE OF STATION USLS 215, 6.8 METERS (22.3 FEET) WEST FROM THE
 AH5442'SHORELINE, AND 7.0 METERS (23 FEET) EAST FROM THE TREE LINE.
 AH5442'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5442'DESCRIBED BY C M SAUNDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0515 ***********************************************************************
 OL0515  DESIGNATION -  CLAYBANK
 OL0515  PID         -  OL0515
 OL0515  STATE/COUNTY-  MI/OCEANA
 OL0515  COUNTRY     -  US
 OL0515  USGS QUAD   -  TOWN CORNERS (2017)
 OL0515
 OL0515                         *CURRENT SURVEY CONTROL
 OL0515  ______________________________________________________________________
 OL0515* NAD 83(2011) POSITION- 43 30 21.14261(N) 086 28 18.75370(W)   ADJUSTED
 OL0515* NAD 83(2011) ELLIP HT-   222.005 (meters)        (06/27/12)   ADJUSTED
 OL0515* NAD 83(2011) EPOCH   -  2010.00
 OL0515* NAVD 88 ORTHO HEIGHT -   256.4   (meters)      841.    (feet) GPS OBS
 OL0515  ______________________________________________________________________
 OL0515  NAVD 88 orthometric height was determined with an earlier geoid model
 OL0515  GEOID HEIGHT    -        -34.577 (meters)                     GEOID18
 OL0515  NAD 83(2011) X  -    285,144.923 (meters)                     COMP
 OL0515  NAD 83(2011) Y  - -4,624,822.164 (meters)                     COMP
 OL0515  NAD 83(2011) Z  -  4,368,587.883 (meters)                     COMP
 OL0515  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 OL0515
 OL0515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0515  Standards:
 OL0515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0515  -------------------------------------------------------------------
 OL0515  NETWORK   33.95  38.08           8.16  16.44  19.43      0.41388248
 OL0515  -------------------------------------------------------------------
 OL0515  Click here for local accuracies and other accuracy information.
 OL0515
 OL0515.The horizontal coordinates were established by GPS observations
 OL0515.and adjusted by the National Geodetic Survey in June 2012.
 OL0515
 OL0515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0515.been affixed to the stable North American tectonic plate. See 
 OL0515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0515
 OL0515.The horizontal coordinates are valid at the epoch date displayed above
 OL0515.which is a decimal equivalence of Year/Month/Day.
 OL0515
 OL0515.The orthometric height was determined by GPS observations and a
 OL0515.high-resolution geoid model.
 OL0515
 OL0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0515.GEOID18 height accuracy estimate available here.
 OL0515
 OL0515.Click photographs - Photos may exist for this station.
 OL0515
 OL0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0515
 OL0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0515
 OL0515.The ellipsoidal height was determined by GPS observations
 OL0515.and is referenced to NAD 83.
 OL0515
 OL0515. The following values were computed from the NAD 83(2011) position.
 OL0515
 OL0515;                    North         East     Units Scale Factor Converg.
 OL0515;SPC MI S     -   224,942.247 3,829,777.764   MT  0.99996557   -1 25 57.6
 OL0515;SPC MI S     -   737,999.50 12,564,887.68   iFT  0.99996557   -1 25 57.6
 OL0515;UTM  16      - 4,817,129.074   542,691.721   MT  0.99962242   +0 21 48.9
 OL0515
 OL0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0515!SPC MI S     -   0.99996519  x   0.99996557  =   0.99993076
 OL0515!UTM  16      -   0.99996519  x   0.99962242  =   0.99958762
 OL0515
 OL0515:                Primary Azimuth Mark                     Grid Az
 OL0515:SPC MI S     -  CLAYBANK AZ MK                           133 00 57.8
 OL0515:UTM  16      -  CLAYBANK AZ MK                           131 13 11.3
 OL0515
 OL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4269117129(NAD 83)
 OL0515
 OL0515|---------------------------------------------------------------------|
 OL0515| PID    Reference Object                     Distance      Geod. Az  |
 OL0515|                                                           dddmmss.s |
 OL0515| OL0516 TT 1 TEX                            301.221 METERS 00317     |
 OL0515| CH0904 CLAYBANK RM 1                                      11353     |
 OL0515| CH0903 CLAYBANK AZ MK                                     1313500.2 |
 OL0515| CH0905 CLAYBANK RM 2                        24.424 METERS 26131     |
 OL0515|---------------------------------------------------------------------|
 OL0515
 OL0515                          SUPERSEDED SURVEY CONTROL
 OL0515
 OL0515  NAD 83(2007)-  43 30 21.14218(N)    086 28 18.77511(W) AD(2002.00) 0
 OL0515  ELLIP H (02/10/07)  222.063  (m)                       GP(2002.00)    
 OL0515  ELLIP H (07/17/02)  222.228  (m)                       GP(       ) 4 1
 OL0515  NAD 83(1994)-  43 30 21.14445(N)    086 28 18.76569(W) AD(       ) 1
 OL0515  ELLIP H (02/03/97)  222.351  (m)                       GP(       ) 4 1
 OL0515  NAD 83(1986)-  43 30 21.14866(N)    086 28 18.77574(W) AD(       ) 1
 OL0515  NAD 27      -  43 30 21.12300(N)    086 28 18.50300(W) AD(       ) 1
 OL0515
 OL0515.Superseded values are not recommended for survey control.
 OL0515
 OL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0515.See file dsdata.pdf to determine how the superseded data were derived.
 OL0515
 OL0515_MARKER: DS = TRIANGULATION STATION DISK
 OL0515_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0515_STAMPING: CLAYBANK 1932
 OL0515_MARK LOGO: CGS
 OL0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0515+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 OL0515
 OL0515  HISTORY     - Date     Condition        Report By
 OL0515  HISTORY     - 1932     MONUMENTED       CGS
 OL0515  HISTORY     - 1932     GOOD             CGS
 OL0515  HISTORY     - 1959     GOOD             CGS
 OL0515  HISTORY     - 1965     GOOD             USLS
 OL0515  HISTORY     - 1968     GOOD             CGS
 OL0515  HISTORY     - 1973     GOOD             USLS
 OL0515  HISTORY     - 1980     GOOD             MIDH
 OL0515  HISTORY     - 19910513 GOOD             NOS
 OL0515  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 OL0515  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0515
 OL0515                          STATION DESCRIPTION
 OL0515
 OL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0515'ABOUT 8 MILES NORTHWEST OF WHITEHALL, 2 MILES SOUTHWEST OF CLAYBANK
 OL0515'TOWN HALL, IN SW1/4 SEC. 21, T. 13 N., R. 18 W., CLAYBANK TOWNSHIP, ON
 OL0515'LAND OWNED BY MR. OOSTERHAUS OF GRAND HAVEN, ABOUT 300 YARDS NORTHWEST
 OL0515'OF OOSTERHAUS HOME, 200 YARDS WEST OF ROAD, 100 YARDS NORTH OF OLD
 OL0515'ORCHARD, 200 YARDS EAST OF LAKE MICHIGAN, AND ON TOP OF PROMINENT HILL
 OL0515'IN OPEN PASTURE.
 OL0515'
 OL0515'TO REACH FROM TRAFFIC LIGHT AT MONTAGUE, FOLLOW ROUTE M-99 NORTHWEST
 OL0515'3.3 MILES TO MACADAM T-ROAD, TURN NORTH WITH ROUTE M-99, CONTINUE 6.5
 OL0515'MILES TO CROSSROADS AT SCHOOLHOUSE, TURN WEST AT GRAVEL ROAD, GO 1.0
 OL0515'MILE TO CLAYBANK TOWN HALL, PROCEED SOUTH 0.5 MILE ON GRAVEL ROAD,
 OL0515'PROCEED WEST 1.65 MILES ON SAND ROAD TO T-ROAD, PROCEED SOUTH 0.3 MILE
 OL0515'TO GATE LEADING TO MR. OOSTERHAUS HOUSE WEST OF ROAD (BARN ON EAST
 OL0515'SIDE OF ROAD) GO THROUGH GATE, AND CONTINUE WEST 150 YARDS ON WAGON
 OL0515'ROAD AND NORTH UP VALLEY TO STATION SITE.
 OL0515'
 OL0515'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OL0515'CONCRETE.  THE UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 OL0515'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, PROJECTING 6 INCHES.
 OL0515'
 OL0515'NO. 1 IS ON EAST SLOPE OF HILL, AND 78.69 FEET FROM STATION S 66 DEG
 OL0515'07 MIN E.
 OL0515'
 OL0515'NO. 2 IS ON WEST SLOPE OF HILL, AND 80.13 FEET FROM STATION S 81 DEG
 OL0515'31 MIN W.  AZIMUTH MARK IS 78.3 FEET SOUTH OF SOUTHWEST CORNER OF
 OL0515'STONE FOUNDATION UNDER BARN (ON EAST SIDE OF ROAD), 1 FOOT WEST OF
 OL0515'FENCE, 2 FEET SOUTH OF FIRST POST SOUTH OF JOG IN FENCE, AND
 OL0515'APPROXIMATELY 0.25 MILE FROM STATION S 48 DET 25 MIN E.
 OL0515'
 OL0515'TRANSIT TRAVERSE STATION NO. 1 TEX. (U.S.G.S.) IS 301.221 METERS
 OL0515'(988.26/FROM STATION S 18 DEG 18 MIN E.  STONE MONUMENT WITH TRIANGLE
 OL0515'AND LETTERS U. S.  CHISELED ON TOP WAS FOUND LYING ON GROUND 50.00
 OL0515'FEET FROM STATION S 84 DEG 00 MIN E.
 OL0515
 OL0515                          STATION RECOVERY (1932)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0515'RECOVERED IN GOOD CONDITION.
 OL0515
 OL0515                          STATION RECOVERY (1959)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OL0515'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 OL0515
 OL0515                          STATION RECOVERY (1965)
 OL0515
 OL0515'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0515'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 OL0515'CONDITION.
 OL0515'
 OL0515'THE SURFACE MARK IS A STANDARD BRONZE DISC SET IN TOP OF 10 SEC SQUARE
 OL0515'CONCRETE MONUMENT ABOUT 2 SEC ABOVE THE GROUND SURFACE, SUB-SURFACE
 OL0515'MARK BEING A STANDARD BRONZE DISC SET IN 12 SEC SQUARE CONCRETE
 OL0515'MONUMENT ABOUT 3 MIN BELOW THE GROUND SURFACE.
 OL0515'
 OL0515'TO REACH THE STATION FROM MONTAGUE AT INTERSECTION OF WATER AND
 OL0515'DOWLING STREETS, GO NORTH 5.4 MILES ON US 31 TO BLACK TOP ROAD TO W,
 OL0515'ONE MILE S OF ROTHBURY, AT SIGN TO CAMP CLAYBANKS, PROCEED WEST 3.55
 OL0515'MILES ON BLACK TOP ROAD TO WHERE IT BECOMES GRAVEL, CONTINUE W 2.45
 OL0515'MILES TO SHARP TURN TO N, PROCEED 0.8 MILE TO DRIVE INTO YARD OF WHITE
 OL0515'HOUSE ON WEST SIDE OF ROAD (AN OLD BARN ON THE SIDE OF ROAD), GO WEST
 OL0515'450 FEET PAST HOUSE AND THEN NORTH UP VALLEY BETWEEN 2 CLUMPS OF
 OL0515'EVERGREEN TREES TO TOP OF PROMINENT HILL IN OPEN PASTURE AND VICINITY
 OL0515'OF STATION, ON FIRST HILL SOUTHWEST OF ENTRANCE TO CAMP CLAYBANKS, IN
 OL0515'SW 1/4 SEC 21, T. 13 N., R. 18 W CLAYBANK TOWNSHIP.
 OL0515'
 OL0515'REFERENCE MARK NO. 1 IS ON E SLOPE OF HILL 70.73 FEET (SLOPE) FROM THE
 OL0515'STATION, BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE
 OL0515'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OL0515'
 OL0515'REFERENCE MARK NO 2 IS ON W SLOPE OF HILL 80.17 FEET (SLOPE DIST)
 OL0515'FROM THE STATION, BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH
 OL0515'SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND SURFACE.
 OL0515'
 OL0515'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE OF STATION, 78.3 S OF SW CORNER
 OL0515'OF OLD BARN (ON EAST SIDE OF ROAD), 23 FEET E OF CENTERLINE OF GRAVEL
 OL0515'ROAD, 6 FEET W OF FENCE, BEING A STANDARD BRONZE DISC SET IN TOP OF 10
 OL0515'INCH SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH GROUND SURFACE.
 OL0515
 OL0515                          STATION RECOVERY (1968)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LNE)
 OL0515'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OL0515'IN GOOD CONDITION AS REPORTED BY LEO N. EBERT, MICHIGAN STATE
 OL0515'HIGHWAY DEPARTMENT.
 OL0515'
 OL0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHWEST
 OL0515'OF WHITEHALL, 2 MILES SOUTHWEST OF CLAYBANK TOWN HALL, AND IN THE
 OL0515'SW 1/4-1/2 OF SEC 21, T 13 N, R 18 W.
 OL0515
 OL0515                          STATION RECOVERY (1973)
 OL0515
 OL0515'RECOVERY NOTE BY US LAKE SURVEY 1973
 OL0515'RECOVERED AS DESCRIBED-
 OL0515'
 OL0515'CHECKED DISTANCE TO- R.M. 1 EQUALS 70.76 FT.
 OL0515'
 OL0515'R.M. 2 EQUALS 80.13 FT.
 OL0515'
 OL0515'SET STANDARD WITNESS POST 22.3 FEET NORTHWEST OF STATION.  AZIMUTH
 OL0515'MARK DESTROYED BY COUNTY HIGHWAY
 OL0515'DEPARTMENT - RECONSTRUCTION PROJECT.  FOUND MONUMENT LAYING IN DITCH.
 OL0515
 OL0515                          STATION RECOVERY (1980)
 OL0515
 OL0515'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 OL0515'THE STATION AND REFERNCE MARKS 1 AND 2 WERE FOUND AND IN GOOD
 OL0515'CONDITION AS DESCRIBED.
 OL0515'
 OL0515'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE AREA IN THE
 OL0515'LOCATION OF THE AZIMUTH HAS BEEN CLEARED OF BRUSH AND THE FENCE IN
 OL0515'THE DESCRIPTION AND COULD HAVE BEEN DESTROYED.
 OL0515'
 OL0515'OWNER IS NOW TERRY TIMM.
 OL0515
 OL0515                          STATION RECOVERY (1991)
 OL0515
 OL0515'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0515'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF STONY LAKE ON THE
 OL0515'HIGHEST DUNE IN THE AREA OVERLOOKING LAKE MICHIGAN.  PROPERTY IS OWNED
 OL0515'BY DR. TERRY TIMM, PHONE NO. (313) 429-5033. LOCAL MANAGEMENT IS BY
 OL0515'JIM SCHILLER AT SHELBY, PHONE NO. (616) 861-4192.
 OL0515'
 OL0515'TO REACH FROM THE STONY LAKE GENERAL STORE, GO SOUTH ON STONY LAKE RD
 OL0515'0.5 MILE TO INTERSECTION.  BEAR RIGHT, AND GO SOUTH ON SCENIC DRIVE
 OL0515'(ALSO CTY RD B15) 1.8 MILES TO TOWNSHIP PARK ON RIGHT. CONTINUE AHEAD
 OL0515'(SOUTH) 1.9 MILES TO HIGHEST PART OF ROAD. PARK AND PACK WEST 0.2 MILE
 OL0515'TO HIGHEST DUNE IN AREA AND STATION.
 OL0515'
 OL0515'STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED CLAYBANK 1932 SET
 OL0515'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.05 M (0.16 FT).  IT IS
 OL0515'14.8 M (48.56 FT) WEST OF LONE CEDAR, 8.1 M (26.57 FT) SOUTHEAST OF
 OL0515'SOUTHEAST OF 3 CEDARS, 7.5 M (24.61 FT)  NORTH-NORTHWEST OF NORTHWEST
 OL0515'EDGE OF A CLUMP OF LOW CEDARS, AND 8.5 M (27.89 FT) NORTHEAST OF
 OL0515'CENTERLINE OF PATH.  DESCRIBED BY PBW.
 OL0515
 OL0515                          STATION RECOVERY (2001)
 OL0515
 OL0515'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVA)
 OL0515'MARK NOT FOUND.
 OL0515
 OL0515                          STATION RECOVERY (2004)
 OL0515
 OL0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0191 ***********************************************************************
 NE0191  DESIGNATION -  CLEAN
 NE0191  PID         -  NE0191
 NE0191  STATE/COUNTY-  MI/MACOMB
 NE0191  COUNTRY     -  US
 NE0191  USGS QUAD   -  NEW HAVEN (2017)
 NE0191
 NE0191                         *CURRENT SURVEY CONTROL
 NE0191  ______________________________________________________________________
 NE0191* NAD 83(1986) POSITION- 42 37 57.     (N) 082 49 19.     (W)   SCALED
 NE0191* NAVD 88 ORTHO HEIGHT -   176.104 (meters)      577.77  (feet) ADJUSTED
 NE0191  ______________________________________________________________________
 NE0191  GEOID HEIGHT    -        -34.841 (meters)                     GEOID18
 NE0191  DYNAMIC HEIGHT  -        176.053 (meters)      577.60  (feet) COMP
 NE0191  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 NE0191
 NE0191  VERT ORDER      -  SECOND    CLASS I
 NE0191
 NE0191.The horizontal coordinates were scaled from a map and have
 NE0191.an estimated accuracy of +/- 6 seconds.
 NE0191
 NE0191.The orthometric height was determined by differential leveling and
 NE0191.adjusted by the NATIONAL GEODETIC SURVEY
 NE0191.in July 2007.
 NE0191
 NE0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0191.GEOID18 height accuracy estimate available here.
 NE0191
 NE0191.Click photographs - Photos may exist for this station.
 NE0191
 NE0191.The dynamic height is computed by dividing the NAVD 88
 NE0191.geopotential number by the normal gravity value computed on the
 NE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0191.degrees latitude (g = 980.6199 gals.).
 NE0191
 NE0191.The modeled gravity was interpolated from observed gravity values.
 NE0191
 NE0191;                    North         East    Units  Estimated Accuracy
 NE0191;SPC MI S     -   126,960.    4,126,690.      MT  (+/- 180 meters Scaled)
 NE0191
 NE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH506216(NAD 83)
 NE0191
 NE0191                          SUPERSEDED SURVEY CONTROL
 NE0191
 NE0191  NAVD 88 (06/15/91)  176.113  (m)          577.80   (f) SUPERSEDED  1 0
 NE0191  NGVD 29 (11/26/84)  176.245  (m)          578.23   (f) ADJUSTED    1 0
 NE0191
 NE0191.Superseded values are not recommended for survey control.
 NE0191
 NE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0191.See file dsdata.pdf to determine how the superseded data were derived.
 NE0191
 NE0191_MARKER: B = BOLT
 NE0191_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0191+WITH SETTING: PAVEMENT
 NE0191_SP_SET: SIGN FOUNDATION
 NE0191_MARK LOGO: USLS
 NE0191_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0191+STABILITY: SURFACE MOTION
 NE0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0191+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2019
 NE0191
 NE0191  HISTORY     - Date     Condition        Report By
 NE0191  HISTORY     - 1970     MONUMENTED       USLS
 NE0191  HISTORY     - 1970     GOOD             USLS
 NE0191  HISTORY     - 1980     GOOD             NGS
 NE0191  HISTORY     - 19900120 GOOD             USPSQD
 NE0191  HISTORY     - 19940515 GOOD             LOCENG
 NE0191  HISTORY     - 19990712 GOOD             USPSQD
 NE0191  HISTORY     - 20030802 GOOD             USPSQD
 NE0191  HISTORY     - 20050501 GOOD             USGSNP
 NE0191  HISTORY     - 20060707 GOOD             SPALD
 NE0191  HISTORY     - 20061212 POOR             MIDT
 NE0191  HISTORY     - 20191211 POOR             SPALD
 NE0191
 NE0191                          STATION DESCRIPTION
 NE0191
 NE0191'DESCRIBED BY US LAKE SURVEY 1970
 NE0191'0.2 MI N FROM SELFRIDGE AFB.
 NE0191'CLEAN IS IN MACOMB COUNTY, MICHGAN, 0.2 MILE NORTHERLY OF SELFRIDGE
 NE0191'AIR FORCE BASE ENTRANCE GATE, 99.3 FEET NORTHEAST OF A UTILITY
 NE0191'POLE, 88.2 FEET SOUTHWEST OF A UTILITY POLE, 56 FEET SOUTHEAST
 NE0191'OF CENTERLINE OF JEFFERSON AVENUE, 26.6 FEET NORTH OF NORTH
 NE0191'CORNER OF BUILDING HOUSING 45200 JEFFERSON AVENUE, 0.8 FEET
 NE0191'NORTHEAST OF SOUTHWEST EDGE AND 0.8 FEET SOUTHEAST OF NORTHWEST
 NE0191'EDGE OF A 3-FOOT SQUARE CONCRETE SIGN FOUNDATION, 1/2-FOOT
 NE0191'ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS CUT IN TOP OF
 NE0191'1/2-INCH DIAMETER BOLT SET INTO THE TOP OF THE WEST CORNER OF
 NE0191'THE SIGN FOUNDATION.  NOTE-- BM 1970.
 NE0191
 NE0191                          STATION RECOVERY (1980)
 NE0191
 NE0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0191'IN ANCHOR BAY SHORES, AT SCHNEIDERS CLEANERS AND LUND BOATS CHRYSLER
 NE0191'SALES AND SERVICE, 43500 JEFFERSON AVENUE, 0.1 KILOMETER (0.2 MILE)
 NE0191'NORTH OF THE JEFFERSSON AVENUE ENTRANCE TO SULFRIDGE AIR FORCE BASE
 NE0191'IN HARRISON TOWNSHIP, THIS MARK IN THE WEST ONE OF FOUR 1/2 INCH
 NE0191'STEEL BOLTS MARKED WITH AN X IN THE TOP OF THE 2 1/2 BY 2/1/2
 NE0191'CONCRETE FOUNDATION SUPPORTING A 4-INCH METAL POLE WITH A SIGN
 NE0191'SCHNEIDERS CLEANERS, 15.84 METERS (52.0 FEET) NORTHWEST OF THE
 NE0191'NORTH CORNER OF A CHAIN LINK FENCE AROUND THE REAR OF THE BUILDING,
 NE0191'14.0 METERS (45.9 FEET) SOUTHEAST OF THE NORTHEAST BOUND LANE OF
 NE0191'JEFFERSON AVENUE, 8.1 METERS (26.7 FEET) NORTH OF THE NORTH CORNER
 NE0191'OF THE BUILDING.
 NE0191
 NE0191                          STATION RECOVERY (1990)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (DDH)
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (1994)
 NE0191
 NE0191'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0191'RECOVERED AS DESCRIBED.
 NE0191
 NE0191                          STATION RECOVERY (1999)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (2003)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (2005)
 NE0191
 NE0191'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2005 (BL)
 NE0191'ADDRESSES SHOWN IN PREVIOUS ENTRIES ARE INCORRECT.
 NE0191'ACTUAL ADDRESS IS 42500 JEFFERSON AVE.
 NE0191'BUSINESS NAME IS NOW SELFRIDGE SPORT AND TACKLE.
 NE0191'CURRENT OWNER CONFIRMS THAT BUILDING PREVIOUSLY HELD CLEANERS NOTED IN
 NE0191'PAST ENTRIES.
 NE0191
 NE0191                          STATION RECOVERY (2006)
 NE0191
 NE0191'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0191'THE MARK, BOLT WITH X ON TOP IS BENT.
 NE0191'SCHNEIDERS SIGN IS GONE, THE POLE REMAINS.
 NE0191'STATE PLANE COORDINATES (MDOT CORS)
 NE0191'N 416509.87
 NE0191'E 13539063.61
 NE0191
 NE0191                          STATION RECOVERY (2006)
 NE0191
 NE0191'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0191'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS, 9.27 METERS (30.4
 NE0191'FEET) SOUTH OF THE WOOD BASE OF A MAILBOX--45200--, 13.53 METERS (44.4
 NE0191'FEET) NORTHEAST OF THE CENTER OF A MANHOLE, AND 1.07 METERS (3.5 FEET)
 NE0191'SOUTHWEST OF A CARSONITE WITNESS POST.  BOLT APPEARS TO BE BENT.
 NE0191
 NE0191                          STATION RECOVERY (2019)
 NE0191
 NE0191'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2019 (DS)
 NE0191'LOCATED NEAR THE NORTHWEST CORNER OF SPORTSMEN'S DIRECT SELFRIDGE
 NE0191'BUILDING, 45200 JEFFERSON AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0632 ***********************************************************************
 RK0632  DESIGNATION -  CLEAR
 RK0632  PID         -  RK0632
 RK0632  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0632  COUNTRY     -  US
 RK0632  USGS QUAD   -  STEUBEN (2017)
 RK0632
 RK0632                         *CURRENT SURVEY CONTROL
 RK0632  ______________________________________________________________________
 RK0632* NAD 83(1994) POSITION- 46 14 44.40386(N) 086 24 32.25236(W)   ADJUSTED
 RK0632* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 RK0632  ______________________________________________________________________
 RK0632  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 RK0632  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 RK0632  HORZ ORDER      -  SECOND
 RK0632
 RK0632.The horizontal coordinates were established by classical geodetic methods
 RK0632.and adjusted by the National Geodetic Survey in February 1997.
 RK0632
 RK0632.The orthometric height was scaled from a topographic map.
 RK0632
 RK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0632.GEOID18 height accuracy estimate available here.
 RK0632
 RK0632.Click photographs - Photos may exist for this station.
 RK0632
 RK0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0632
 RK0632. The following values were computed from the NAD 83(1994) position.
 RK0632
 RK0632;                    North         East     Units Scale Factor Converg.
 RK0632;SPC MI N     -   162,699.568 8,045,576.099   MT  0.99990307   +0 25 37.9
 RK0632;SPC MI N     -   533,791.23 26,396,247.04   iFT  0.99990307   +0 25 37.9
 RK0632;UTM  16      - 5,121,513.200   545,562.673   MT  0.99962552   +0 25 36.9
 RK0632
 RK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0632!SPC MI N     -   0.99996708  x   0.99990307  =   0.99987015
 RK0632!UTM  16      -   0.99996708  x   0.99962552  =   0.99959261
 RK0632
 RK0632:                Primary Azimuth Mark                     Grid Az
 RK0632:SPC MI N     -  CREIGHTON                                091 52 55.1
 RK0632:UTM  16      -  CREIGHTON                                091 52 56.1
 RK0632
 RK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4556221513(NAD 83)
 RK0632
 RK0632|---------------------------------------------------------------------|
 RK0632| PID    Reference Object                     Distance      Geod. Az  |
 RK0632|                                                           dddmmss.s |
 RK0632| RK0624 CREIGHTON                           APPROX.12.8 KM 0921833.0 |
 RK0632| CH1005 CLEAR RM 1                           26.187 METERS 18612     |
 RK0632| CH1006 CLEAR RM 2                           33.403 METERS 28616     |
 RK0632|---------------------------------------------------------------------|
 RK0632
 RK0632                          SUPERSEDED SURVEY CONTROL
 RK0632
 RK0632  NAD 83(1986)-  46 14 44.39796(N)    086 24 32.24849(W) AD(       ) 2
 RK0632  NAD 27      -  46 14 44.53368(N)    086 24 31.68845(W) AD(       ) 2
 RK0632
 RK0632.Superseded values are not recommended for survey control.
 RK0632
 RK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0632.See file dsdata.pdf to determine how the superseded data were derived.
 RK0632
 RK0632_MARKER: DS = TRIANGULATION STATION DISK
 RK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0632_STAMPING: CLEAR 1965
 RK0632_MARK LOGO: CGS
 RK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0632+STABILITY: SURFACE MOTION
 RK0632
 RK0632  HISTORY     - Date     Condition        Report By
 RK0632  HISTORY     - 1965     MONUMENTED       CGS
 RK0632  HISTORY     - 20080709 POOR             GEOCAC
 RK0632
 RK0632                          STATION DESCRIPTION
 RK0632
 RK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0632'STATION IS ABOUT 8 MILES SOUTHEAST OF SHINGLETON, 5 MILES NORTHEAST
 RK0632'OF STEUBEN, IN SECTION 34, T45N, R17W, 0.3 MILE EAST OF CLEAR LAKE,
 RK0632'AND ON PROPERTY OF THE HIAWATHA NATIONAL FOREST.
 RK0632'
 RK0632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0632'SHINGLETON, GO SOUTHERLY ON HIGHWAY 94 FOR 3.6 MILES TO A BRIDGE
 RK0632'OVER THE NORTH BRANCH, STUTTS CREEK.  CONTINUE SOUTHERLY FOR 0.8
 RK0632'MILE TO A GRAVEL ROAD (CLEAR LAKE ROAD).  TURN LEFT, GO EAST ON
 RK0632'GRAVEL ROAD FOR 1.55 MILES TO A FORK.  KEEP LEFT ON MAIN TRAVELED
 RK0632'ROAD (SOUTHERLY) FOR 3.4 MILES TO A CROSSROADS WITH A SIGN (CLEAR
 RK0632'LAKE ORGANIZATION CAMP, HIAWATHA NATIONAL FOREST) AND THE STATION
 RK0632'ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE CROSSROADS.
 RK0632'
 RK0632'STATION MARKS ARE STANDARD DISKS STAMPED CLEAR 1965.  THE SURFACE
 RK0632'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES FROM
 RK0632'THE SURFACE OF THE GROUND.  IT IS 4.5 FEET SOUTHEAST OF A METAL
 RK0632'WITNESS POST, 65 FEET SOUTH OF THE CENTER OF THE CROSSROADS, AND
 RK0632'13 FEET EAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND DISK IS
 RK0632'SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 RK0632'OF THE GROUND.
 RK0632'
 RK0632'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEAR NO 1 1965, IS SET
 RK0632'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES FROM THE
 RK0632'SURFACE OF THE GROUND.  IT IS 19 FEET EAST OF THE CENTER OF A TRACK
 RK0632'ROAD, 6 FEET NORTHWEST OF A 10 INCH PINE TREE, AND 12 FEET
 RK0632'SOUTHEAST OF AN 8 INCH BIRCH TREE.
 RK0632'
 RK0632'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEAR NO 2 1965, IS SET
 RK0632'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES FROM THE
 RK0632'SURFACE OF THE GROUND.  IT IS 86 FEET WEST OF THE CENTER OF THE
 RK0632'CROSSROADS, AND 19 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 RK0632'
 RK0632'NO AZIMUTH MARK WAS SET DUE TO HEAVY VEGETATION IN THE AREA.
 RK0632'
 RK0632'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0632
 RK0632                          STATION RECOVERY (2008)
 RK0632
 RK0632'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0632'TO REACH IS ADEQUATE. THE TOP 6 TO 8 INCHES OF THE STATION MONUMENT
 RK0632'HAS BEEN SHEARED OFF BY HEAVY EQUIPMENT ALONG WITH THE ENTIRE DISK AND
 RK0632'STEM, AND WAS RECOVERED ABOUT 40 FEET AWAY. THE REMAINDER OF THE
 RK0632'STATION MONUMENT APPEARS STABLE AND COULD BE USEFUL FOR GENERAL
 RK0632'POSITIONING.
 RK0632'
 RK0632'RM1 AND RM2 BOTH RECOVERED IN GOOD CONDITION. RM2 WAS FOUND
 RK0632'APPROXIMATELY 4 INCHES BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS4006 ***********************************************************************
 DS4006  DESIGNATION -  CLEAT
 DS4006  PID         -  DS4006
 DS4006  STATE/COUNTY-  MI/KEWEENAW
 DS4006  COUNTRY     -  US
 DS4006  USGS QUAD   -  MOTT ISLAND (2017)
 DS4006
 DS4006                         *CURRENT SURVEY CONTROL
 DS4006  ______________________________________________________________________
 DS4006* NAD 83(2011) POSITION- 48 06 25.77455(N) 088 32 49.10887(W)   ADJUSTED
 DS4006* NAD 83(2011) ELLIP HT-   150.205 (meters)        (12/02/25)   ADJUSTED
 DS4006* NAD 83(2011) EPOCH   -  2010.00
 DS4006* NAVD 88 ORTHO HEIGHT -   185.2   (meters)      608.    (feet) GPS OBS
 DS4006  ______________________________________________________________________
 DS4006  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 DS4006  NAD 83(2011) X  -    108,198.727 (meters)                     COMP
 DS4006  NAD 83(2011) Y  - -4,265,583.878 (meters)                     COMP
 DS4006  NAD 83(2011) Z  -  4,724,952.696 (meters)                     COMP
 DS4006  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DS4006
 DS4006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4006  Standards:
 DS4006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4006  -------------------------------------------------------------------
 DS4006  NETWORK    0.55   1.00           0.25   0.19   0.51     -0.03053360
 DS4006  -------------------------------------------------------------------
 DS4006  Click here for local accuracies and other accuracy information.
 DS4006
 DS4006.The horizontal coordinates were established by GPS observations
 DS4006.and adjusted by the National Geodetic Survey in December 2025.
 DS4006
 DS4006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4006.been affixed to the stable North American tectonic plate. See 
 DS4006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4006
 DS4006.The horizontal coordinates are valid at the epoch date displayed above
 DS4006.which is a decimal equivalence of Year/Month/Day.
 DS4006
 DS4006.The orthometric height was determined by GPS observations and a
 DS4006.high-resolution geoid model.
 DS4006
 DS4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4006.GEOID18 height accuracy estimate available here.
 DS4006
 DS4006.Click photographs - Photos may exist for this station.
 DS4006
 DS4006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4006
 DS4006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4006
 DS4006.The ellipsoidal height was determined by GPS observations
 DS4006.and is referenced to NAD 83.
 DS4006
 DS4006. The following values were computed from the NAD 83(2011) position.
 DS4006
 DS4006;                    North         East     Units Scale Factor Converg.
 DS4006;SPC MI N     -   370,618.426 7,884,755.513   MT  1.00041272   -1 07 05.3
 DS4006;SPC MI N     - 1,215,939.72 25,868,620.45   iFT  1.00041272   -1 07 05.3
 DS4006;UTM  16      - 5,329,368.053   384,843.323   MT  0.99976294   -1 09 06.1
 DS4006
 DS4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4006!SPC MI N     -   0.99997646  x   1.00041272  =   1.00038917
 DS4006!UTM  16      -   0.99997646  x   0.99976294  =   0.99973940
 DS4006
 DS4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU8484329368(NAD 83)
 DS4006
 DS4006                          SUPERSEDED SURVEY CONTROL
 DS4006
 DS4006.No superseded survey control is available for this station.
 DS4006
 DS4006_MARKER: Z = SEE DESCRIPTION
 DS4006_SETTING: 0 = UNSPECIFIED SETTING
 DS4006_SP_SET: PUNCH MARK IN MOORING CLEAT
 DS4006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS4006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4006+SATELLITE: SATELLITE OBSERVATIONS - 2022
 DS4006
 DS4006  HISTORY     - Date     Condition        Report By
 DS4006  HISTORY     - 2022     MONUMENTED       MIDT
 DS4006
 DS4006                          STATION DESCRIPTION
 DS4006
 DS4006'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022
 DS4006'LOCATED IN KEWEENAW COUNTY, MI.
 DS4006'
 DS4006'MARK IS IN ISLE ROYALE NATIONAL PARK, IN MICHIGAN, IN LAKE SUPERIOR.
 DS4006'
 DS4006'MARK IS A PUNCH MARK IN A MOORING CLEAT ON THE NORTH SIDE HARBOR OF
 DS4006'MOTT ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1097 ***********************************************************************
 OJ1097  DESIGNATION -  CLEMPORT
 OJ1097  PID         -  OJ1097
 OJ1097  STATE/COUNTY-  MI/BAY
 OJ1097  COUNTRY     -  US
 OJ1097  USGS QUAD   -  BAY CITY (2017)
 OJ1097
 OJ1097                         *CURRENT SURVEY CONTROL
 OJ1097  ______________________________________________________________________
 OJ1097* NAD 83(2011) POSITION- 43 32 51.65848(N) 083 53 42.86858(W)   NO CHECK
 OJ1097* NAD 83(2011) ELLIP HT-   142.692 (meters)        (06/27/12)   NO CHECK
 OJ1097* NAD 83(2011) EPOCH   -  2010.00
 OJ1097* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) GPS OBS
 OJ1097  ______________________________________________________________________
 OJ1097  NAVD 88 orthometric height was determined with geoid model    GEOID93
 OJ1097  GEOID HEIGHT    -        -34.203 (meters)                     GEOID93
 OJ1097  GEOID HEIGHT    -        -34.482 (meters)                     GEOID18
 OJ1097  NAD 83(2011) X  -    492,421.968 (meters)                     COMP
 OJ1097  NAD 83(2011) Y  - -4,604,089.284 (meters)                     COMP
 OJ1097  NAD 83(2011) Z  -  4,371,901.380 (meters)                     COMP
 OJ1097  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OJ1097
 OJ1097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ1097  Standards:
 OJ1097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ1097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ1097  -------------------------------------------------------------------
 OJ1097  NETWORK    2.02   5.72           0.95   0.63   2.92     -0.03674304
 OJ1097  -------------------------------------------------------------------
 OJ1097  Click here for local accuracies and other accuracy information.
 OJ1097
 OJ1097.This mark is at James Clement Municipal Airport (3CM)
 OJ1097
 OJ1097.The horizontal coordinates were established by GPS observations
 OJ1097.and adjusted by the National Geodetic Survey in June 2012.
 OJ1097
 OJ1097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ1097.been affixed to the stable North American tectonic plate. See 
 OJ1097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ1097
 OJ1097.The horizontal coordinates are valid at the epoch date displayed above
 OJ1097.which is a decimal equivalence of Year/Month/Day.
 OJ1097
 OJ1097.No horizontal observational check was made to the station.
 OJ1097
 OJ1097.The orthometric height was determined by GPS observations and a
 OJ1097.high-resolution geoid model.
 OJ1097
 OJ1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1097.GEOID18 height accuracy estimate available here.
 OJ1097
 OJ1097.Click photographs - Photos may exist for this station.
 OJ1097
 OJ1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1097
 OJ1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1097
 OJ1097.The ellipsoidal height was determined by GPS observations
 OJ1097.and is referenced to NAD 83.
 OJ1097
 OJ1097. The following values were computed from the NAD 83(2011) position.
 OJ1097
 OJ1097;                    North         East     Units Scale Factor Converg.
 OJ1097;SPC MI S     -   227,565.697 4,038,096.103   MT  0.99997376   +0 19 14.9
 OJ1097;SPC MI S     -   746,606.62 13,248,346.79   iFT  0.99997376   +0 19 14.9
 OJ1097;UTM  17      - 4,825,710.003   266,115.255   MT  1.00027291   -1 59 44.2
 OJ1097
 OJ1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1097!SPC MI S     -   0.99997762  x   0.99997376  =   0.99995139
 OJ1097!UTM  17      -   0.99997762  x   1.00027291  =   1.00025053
 OJ1097
 OJ1097:                Primary Azimuth Mark                     Grid Az
 OJ1097:SPC MI S     -  CLEMPORT AZ MK                           223 27 12.3
 OJ1097:UTM  17      -  CLEMPORT AZ MK                           225 46 11.4
 OJ1097
 OJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6611525710(NAD 83)
 OJ1097
 OJ1097|---------------------------------------------------------------------|
 OJ1097| PID    Reference Object                     Distance      Geod. Az  |
 OJ1097|                                                           dddmmss.s |
 OJ1097| OJ1098 CLEMPORT AZ MK                      APPROX. 0.5 KM 2234627.2 |
 OJ1097|---------------------------------------------------------------------|
 OJ1097
 OJ1097                          SUPERSEDED SURVEY CONTROL
 OJ1097
 OJ1097  NAD 83(2007)-  43 32 51.65848(N)    083 53 42.86988(W) AD(2002.00) 0
 OJ1097  ELLIP H (02/10/07)  142.727  (m)                       GP(2002.00)    
 OJ1097  ELLIP H (07/12/02)  142.726  (m)                       GP(       ) 4 2
 OJ1097  NAD 83(1994)-  43 32 51.65864(N)    083 53 42.86981(W) AD(       ) 1
 OJ1097  ELLIP H (09/20/95)  142.733  (m)                       GP(       ) 1 2
 OJ1097  NAD 83(1986)-  43 32 51.65029(N)    083 53 42.90616(W) AD(       ) 1
 OJ1097  NAD 83(1986)-  43 32 51.65127(N)    083 53 42.90371(W) AD(       ) 3
 OJ1097  NAVD 88 (09/30/91)  176.7    (m)  UNKNOWN  model used  GPS OBS        
 OJ1097  NGVD 29 (03/27/91)  177.7    (m)  OSU 89B  model used  GPS OBS        
 OJ1097
 OJ1097.Superseded values are not recommended for survey control.
 OJ1097
 OJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1097.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1097
 OJ1097_MARKER: I = METAL ROD
 OJ1097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1097_STAMPING: CLEMPORT 1989
 OJ1097_MARK LOGO: NGS
 OJ1097_PROJECTION: RECESSED 1 CENTIMETERS
 OJ1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1097+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OJ1097_ROD/PIPE-DEPTH: 9.8 meters
 OJ1097_SLEEVE-DEPTH  : 1 meters
 OJ1097
 OJ1097  HISTORY     - Date     Condition        Report By
 OJ1097  HISTORY     - 1989     MONUMENTED       NGS
 OJ1097  HISTORY     - 19940512 GOOD             NGS
 OJ1097  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ1097  HISTORY     - 20020625 GOOD             LOCENG
 OJ1097  HISTORY     - 20040511 GOOD             INDIV
 OJ1097  HISTORY     - 20040530 GOOD             WADTRI
 OJ1097
 OJ1097                          STATION DESCRIPTION
 OJ1097
 OJ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1097'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF BAY CITY, AT
 OJ1097'THE BAY CITY JAMES CLEMENTS MEMORIAL AIRPORT, IN THE WEST ANGLE OF THE
 OJ1097'JUNCTION OF RUNWAYS 05-23 AND 18-36.  OWNERSHIP---BAY CITY, C/O
 OJ1097'AIRPORT MANAGER DOUG DODGE, 614 SOUTH RIVER ROAD, BAY CITY MI 48708.
 OJ1097'PHONE IS (517) 895-8991, (517) 893-0801 OR HOME (517) 893-5884.
 OJ1097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 84 IN
 OJ1097'SOUTHWEST BAY CITY, GO SOUTHERLY FOR 3.6 KM (2.25 MI) ON HIGHWAY 13 TO
 OJ1097'A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 30 METERS ON THE
 OJ1097'AIRPORT ENTRANCE DRIVE TO THE AIRPORT PARKING AREA.  TURN LEFT AND GO
 OJ1097'SOUTHEAST FOR 60 METERS, PASSING TO THE LEFT OF THE AIRPORT OFFICE,
 OJ1097'ACROSS THE PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT
 OJ1097'AND GO SOUTHWEST FOR 70 METERS ON THE PAVED ROAD PASSING THROUGH THE
 OJ1097'GATE AND BETWEEN TWO HANGARS TO THE APRON.  TURN RIGHT AND GO
 OJ1097'NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1097'TAXIWAY TO RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST FOR 0.2 KM
 OJ1097'(0.10 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST THE
 OJ1097'JUNCTION OF RUNWAY 18-36.
 OJ1097'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1097'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 OJ1097'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1097'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1097'LOCATED 14.1 M (46.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY
 OJ1097'05-23, 10.9 M (35.8 FT) WEST FROM THE WEST EDGE OF RUNWAY 18-36 AND
 OJ1097'9.4 M (30.8 FT) WEST-SOUTHWEST FROM A RUNWAY LIGHT.
 OJ1097'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1097'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1097
 OJ1097                          STATION RECOVERY (1994)
 OJ1097
 OJ1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1097'NOTE--DO NOT GO TO STATION WITHOUT THE EXPRESS PERMISSION OF THE
 OJ1097'AIRPORT MANAGER.  NO ESCORT REQUIRED.  NO PLACE TO PARK AT STATION
 OJ1097'WHEN WET.  STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTH OF BAY CITY,
 OJ1097'AT THE JAMES CLEMENTS MUNICIPAL AIRPORT, IN THE WEST ANGLE OF THE
 OJ1097'JUNCTION OF RUNWAYS 5-23 AND 18-36.  OWNERSHIP--CITY OF BAY CITY.
 OJ1097'AIRPORT MANAGER IS DOUG DODGE, PHONE 517-895-8991.  TO REACH FROM THE
 OJ1097'JUNCTION OF STATE HIGHWAYS 13 SOUTH AND 84 IN THE SOUTHWEST SECTION OF
 OJ1097'BAY CITY, GO SOUTH ON HIGHWAY 13 (BROADWAY STREET) FOR 3.6 KM (2.25
 OJ1097'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT
 OJ1097'THROUGH PARKING AREA FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH
 OJ1097'GATE, THEN TURN RIGHT, WEST, BETWEEN HANGARS, ON PAVEMENT FOR 0.09 KM
 OJ1097'(0.05 MI) TO A TAXI AT HANGARS.  TURN RIGHT, NORTH, ON TAXI, THEN
 OJ1097'APRON FOR 0.15 KM (0.10 MI) TO THE PARALLEL TAXI FOR RUNWAY 5-23.
 OJ1097'TURN LEFT, SOUTHWEST, ON TAXI FOR 0.21 KM (0.15 MI) TO RUNWAY 18-36.
 OJ1097'TURN RIGHT, NORTH, ON RUNWAY, CROSSING RUNWAY 5-23 TO THE STATION ON
 OJ1097'THE LEFT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND. STATION IS 11.0
 OJ1097'M (36.1 FT) WEST OF THE RUNWAY EDGE, 30.6 M (100.4 FT) NORTHWEST OF
 OJ1097'THE CENTER OF RUNWAY 5-23, 9.4 M (30.8 FT) WEST-SOUTHWEST OF A RUNWAY
 OJ1097'LIGHT, AND 21.8 M (71.5 FT) NORTH-NORTHEAST OF A RUNWAY LIGHT.
 OJ1097'DESCRIBED BY G.R.  HEID.
 OJ1097
 OJ1097                          STATION RECOVERY (1997)
 OJ1097
 OJ1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1097'MARK NOT FOUND.
 OJ1097
 OJ1097                          STATION RECOVERY (2002)
 OJ1097
 OJ1097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ1097'RECOVERED AS DESCRIBED.
 OJ1097
 OJ1097                          STATION RECOVERY (2004)
 OJ1097
 OJ1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OJ1097'RECOVERED IN GOOD CONDITION.
 OJ1097
 OJ1097                          STATION RECOVERY (2004)
 OJ1097
 OJ1097'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OJ1097'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1098 ***********************************************************************
 OJ1098  DESIGNATION -  CLEMPORT AZ MK
 OJ1098  PID         -  OJ1098
 OJ1098  STATE/COUNTY-  MI/BAY
 OJ1098  COUNTRY     -  US
 OJ1098  USGS QUAD   -  BAY CITY (2017)
 OJ1098
 OJ1098                         *CURRENT SURVEY CONTROL
 OJ1098  ______________________________________________________________________
 OJ1098* NAD 83(1994) POSITION- 43 32 39.06038(N) 083 53 59.46329(W)   ADJUSTED
 OJ1098* NAD 83(1994) ELLIP HT-   142.651 (meters)        (07/17/02)   ADJUSTED
 OJ1098* NAVD 88 ORTHO HEIGHT -   176.7   (meters)      580.    (feet) GPS OBS
 OJ1098  ______________________________________________________________________
 OJ1098  NAVD 88 orthometric height was determined with an earlier geoid model
 OJ1098  GEOID HEIGHT    -        -34.475 (meters)                     GEOID18
 OJ1098  NAD 83(1994) X  -    492,080.014 (meters)                     COMP
 OJ1098  NAD 83(1994) Y  - -4,604,395.206 (meters)                     COMP
 OJ1098  NAD 83(1994) Z  -  4,371,619.533 (meters)                     COMP
 OJ1098  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 OJ1098  HORZ ORDER      -  FIRST
 OJ1098  ELLP ORDER      -  FOURTH    CLASS I
 OJ1098
 OJ1098.This mark is at James Clement Municipal Airport (3CM)
 OJ1098
 OJ1098.The horizontal coordinates were established by GPS observations
 OJ1098.and adjusted by the National Geodetic Survey in February 1997.
 OJ1098
 OJ1098.The orthometric height was determined by GPS observations and a
 OJ1098.high-resolution geoid model.
 OJ1098
 OJ1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1098.GEOID18 height accuracy estimate available here.
 OJ1098
 OJ1098.Click photographs - Photos may exist for this station.
 OJ1098
 OJ1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1098
 OJ1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1098
 OJ1098.The ellipsoidal height was determined by GPS observations
 OJ1098.and is referenced to NAD 83.
 OJ1098
 OJ1098. The following values were computed from the NAD 83(1994) position.
 OJ1098
 OJ1098;                    North         East     Units Scale Factor Converg.
 OJ1098;SPC MI S     -   227,174.834 4,037,725.756   MT  0.99997306   +0 19 03.7
 OJ1098;SPC MI S     -   745,324.26 13,247,131.75   iFT  0.99997306   +0 19 03.7
 OJ1098;UTM  17      - 4,825,334.316   265,729.296   MT  1.00027514   -1 59 55.2
 OJ1098
 OJ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1098!SPC MI S     -   0.99997763  x   0.99997306  =   0.99995069
 OJ1098!UTM  17      -   0.99997763  x   1.00027514  =   1.00025276
 OJ1098
 OJ1098:                Primary Azimuth Mark                     Grid Az
 OJ1098:SPC MI S     -  CLEMPORT                                 043 27 12.1
 OJ1098:UTM  17      -  CLEMPORT                                 045 46 11.0
 OJ1098
 OJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6572925334(NAD 83)
 OJ1098
 OJ1098|---------------------------------------------------------------------|
 OJ1098| PID    Reference Object                     Distance      Geod. Az  |
 OJ1098|                                                           dddmmss.s |
 OJ1098| OJ1097 CLEMPORT                            APPROX. 0.5 KM 0434615.8 |
 OJ1098|---------------------------------------------------------------------|
 OJ1098
 OJ1098                          SUPERSEDED SURVEY CONTROL
 OJ1098
 OJ1098  ELLIP H (02/03/97)  142.658  (m)                       GP(       ) 4 1
 OJ1098  NAD 83(1986)-  43 32 39.05191(N)    083 53 59.49958(W) AD(       ) 1
 OJ1098  NAD 83(1986)-  43 32 39.05289(N)    083 53 59.49714(W) AD(       ) 3
 OJ1098  NGVD 29 (03/27/91)  177.6    (m)  OSU 89B  model used  GPS OBS        
 OJ1098
 OJ1098.Superseded values are not recommended for survey control.
 OJ1098
 OJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1098.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1098
 OJ1098_MARKER: I = METAL ROD
 OJ1098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1098_STAMPING: CLEMPORT AZ MK 1989
 OJ1098_MARK LOGO: NGS
 OJ1098_PROJECTION: FLUSH
 OJ1098_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1098+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 OJ1098_ROD/PIPE-DEPTH: 26.5 meters
 OJ1098_SLEEVE-DEPTH  : 1.0 meters
 OJ1098
 OJ1098  HISTORY     - Date     Condition        Report By
 OJ1098  HISTORY     - 1989     MONUMENTED       NGS
 OJ1098  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ1098  HISTORY     - 20020625 GOOD             LOCENG
 OJ1098
 OJ1098                          STATION DESCRIPTION
 OJ1098
 OJ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1098'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF BAY CITY, AT
 OJ1098'THE BAY CITY JAMES CLEMENTS MEMORIAL AIRPORT, ALONG THE NORTHWEST EDGE
 OJ1098'AND NEAR THE SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---BAY CITY, C/O
 OJ1098'AIRPORT MANAGER DOUG DODGE, 614 SOUTH RIVER ROAD, BAY CITY MI 48708.
 OJ1098'PHONE IS (517) 895-8991, (517) 893-0801 OR HOME (517) 893-5884.
 OJ1098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 84 IN
 OJ1098'SOUTHWEST BAY CITY, GO SOUTHERLY FOR 3.6 KM (2.25 MI) ON HIGHWAY 13 TO
 OJ1098'A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 30 METERS ON THE
 OJ1098'AIRPORT ENTRANCE DRIVE TO THE AIRPORT PARKING AREA.  TURN LEFT AND GO
 OJ1098'SOUTHEAST FOR 60 METERS, PASSING TO THE LEFT OF THE AIRPORT OFFICE,
 OJ1098'ACROSS THE PARKING AREA TO A PAVED ROAD AND A GATE.  TURN RIGHT AND GO
 OJ1098'SOUTHWEST FOR 70 METERS, PASSING THROUGH THE GATE AND BETWEEN TWO
 OJ1098'HANGARS, ON THE PAVED ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST
 OJ1098'FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO
 OJ1098'RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON
 OJ1098'RUNWAY 05-23 TO THE STATION ON THE RIGHT NEAR THE END OF THE RUNWAY.
 OJ1098'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1098'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 26.5 METERS IN A GREASE
 OJ1098'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1098'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1098'22.7 M (74.5 FT) NORTH-NORTHWEST FROM THE CENTER OF THE SOUTHWEST END
 OJ1098'OF RUNWAY 05-23, 18.2 M (59.7 FT) NORTH-NORTHEAST FROM THE SOUTHWEST
 OJ1098'CORNER OF RUNWAY 05-23, 4.7 M (15.4 FT) NORTHWEST FROM THE NORTHWEST
 OJ1098'EDGE OF THE RUNWAY AND 0.7 M (2.3 FT) SOUTHEAST FROM A CARSONITE
 OJ1098'WITNESS POST.
 OJ1098'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1098'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1098
 OJ1098                          STATION RECOVERY (1997)
 OJ1098
 OJ1098'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1098'MARK NOT FOUND.
 OJ1098
 OJ1098                          STATION RECOVERY (2002)
 OJ1098
 OJ1098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ1098'STATION RECOVERED WITH ADDITIONS TO WITNESSES. MARK IS 1.3 FT BELOW
 OJ1098'GRADE, 25.3 FT NW OF NW EDGE RUNWAY, 34 FT NE OF MOST NW'LY OF THREE
 OJ1098'LIGHTS NEAR NW CORNER OF RUNWAY, 66.65 FT S TO PK NAIL IN CENTERLINE
 OJ1098'RUNWAY, CARSONITE POST GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0449 ***********************************************************************
 QL0449  DESIGNATION -  CLEVELAND CLIFFS
 QL0449  PID         -  QL0449
 QL0449  STATE/COUNTY-  MI/DELTA
 QL0449  COUNTRY     -  US
 QL0449  USGS QUAD   -  PERKINS (2017)
 QL0449
 QL0449                         *CURRENT SURVEY CONTROL
 QL0449  ______________________________________________________________________
 QL0449* NAD 83(1994) POSITION- 45 52 32.35189(N) 087 00 03.40297(W)   ADJUSTED
 QL0449* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QL0449  ______________________________________________________________________
 QL0449  GEOID HEIGHT    -        -35.565 (meters)                     GEOID18
 QL0449  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 QL0449  HORZ ORDER      -  SECOND
 QL0449
 QL0449.The horizontal coordinates were established by classical geodetic methods
 QL0449.and adjusted by the National Geodetic Survey in February 1997.
 QL0449
 QL0449.The orthometric height was scaled from a topographic map.
 QL0449
 QL0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0449.GEOID18 height accuracy estimate available here.
 QL0449
 QL0449.Click photographs - Photos may exist for this station.
 QL0449
 QL0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0449
 QL0449. The following values were computed from the NAD 83(1994) position.
 QL0449
 QL0449;                    North         East     Units Scale Factor Converg.
 QL0449;SPC MI N     -   121,405.240 7,999,926.618   MT  0.99992825   -0 00 02.5
 QL0449;SPC MI N     -   398,311.15 26,246,478.41   iFT  0.99992825   -0 00 02.5
 QL0449;UTM  16      - 5,080,231.873   499,926.642   MT  0.99960000   -0 00 02.4
 QL0449
 QL0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0449!SPC MI N     -   0.99997783  x   0.99992825  =   0.99990608
 QL0449!UTM  16      -   0.99997783  x   0.99960000  =   0.99957784
 QL0449
 QL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9992680231(NAD 83)
 QL0449
 QL0449                          SUPERSEDED SURVEY CONTROL
 QL0449
 QL0449  NAD 83(1986)-  45 52 32.34917(N)    087 00 03.40048(W) AD(       ) 2
 QL0449  NAD 27      -  45 52 32.46900(N)    087 00 02.89100(W) AD(       ) 2
 QL0449
 QL0449.Superseded values are not recommended for survey control.
 QL0449
 QL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0449.See file dsdata.pdf to determine how the superseded data were derived.
 QL0449
 QL0449_MARKER: B = BOLT
 QL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0449_PROJECTION: FLUSH
 QL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0449+STABILITY: SURFACE MOTION
 QL0449
 QL0449  HISTORY     - Date     Condition        Report By
 QL0449  HISTORY     - 1903     MONUMENTED       USLS
 QL0449  HISTORY     - 1952     MARK NOT FOUND   CGS
 QL0449
 QL0449                          STATION DESCRIPTION
 QL0449
 QL0449'DESCRIBED BY US LAKE SURVEY 1903
 QL0449'ON
 QL0449'WEST SHORE OF
 QL0449'LITTLE BAY DE NOC, 2 MILES FROM GLADSTONE, ON NARROW GRAVEL POINT
 QL0449'EXTENDING NORTHERLY FROM
 QL0449'CLEVELAND CLIFFS IRON CO.S BLAST FURNACE, 200 FEET FROM
 QL0449'NORTHERLY END OF POINT, 850 FEET FROM MAIN
 QL0449'SHORE OF BAY, 900 FEET NORTHEAST OF
 QL0449'CANAL, AND ABOUT 2,000 FEET NORTHEAST OF BLAST FURNACE.
 QL0449'MARKED BY COPPER BOLT IN
 QL0449'CONCRETE BLOCK 6 BY 6 BY 18 INCHES, TOP FLUSH WITH SURFACE OF GROUND,
 QL0449'AND MARKED U.S. 1903.
 QL0449
 QL0449                          STATION RECOVERY (1952)
 QL0449
 QL0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QL0449'THIS MARK WAS SEARCHED FOR BUT WAS NOT FOUND, IT IS BELIEVED
 QL0449'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0551 ***********************************************************************
 RK0551  DESIGNATION -  CLIFF 2
 RK0551  PID         -  RK0551
 RK0551  STATE/COUNTY-  MI/MARQUETTE
 RK0551  COUNTRY     -  US
 RK0551  USGS QUAD   -  ISHPEMING (2017)
 RK0551
 RK0551                         *CURRENT SURVEY CONTROL
 RK0551  ______________________________________________________________________
 RK0551* NAD 83(1994) POSITION- 46 27 04.78959(N) 087 37 55.32537(W)   ADJUSTED
 RK0551* NAVD 88 ORTHO HEIGHT -   570.5   (meters)     1872.    (feet) VERTCON3
 RK0551  ______________________________________________________________________
 RK0551  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 RK0551  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 RK0551  HORZ ORDER      -  FIRST
 RK0551
 RK0551.The horizontal coordinates were established by classical geodetic methods
 RK0551.and adjusted by the National Geodetic Survey in February 1997.
 RK0551
 RK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0551
 RK0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0551.GEOID18 height accuracy estimate available here.
 RK0551
 RK0551.Click photographs - Photos may exist for this station.
 RK0551
 RK0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0551
 RK0551. The following values were computed from the NAD 83(1994) position.
 RK0551
 RK0551;                    North         East     Units Scale Factor Converg.
 RK0551;SPC MI N     -   185,582.114 7,951,445.125   MT  0.99990702   -0 27 24.6
 RK0551;SPC MI N     -   608,865.20 26,087,418.39   iFT  0.99990702   -0 27 24.6
 RK0551;UTM  16      - 5,144,389.437   451,459.568   MT  0.99962896   -0 27 29.2
 RK0551
 RK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0551!SPC MI N     -   0.99991587  x   0.99990702  =   0.99982290
 RK0551!UTM  16      -   0.99991587  x   0.99962896  =   0.99954486
 RK0551
 RK0551:                Primary Azimuth Mark                     Grid Az
 RK0551:SPC MI N     -  CLIFF 2 AZ MK                            306 13 40.6
 RK0551:UTM  16      -  CLIFF 2 AZ MK                            306 13 45.2
 RK0551
 RK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5145944389(NAD 83)
 RK0551
 RK0551|---------------------------------------------------------------------|
 RK0551| PID    Reference Object                     Distance      Geod. Az  |
 RK0551|                                                           dddmmss.s |
 RK0551| CJ2357 CLIFF 2 RM 4                          3.359 METERS 23818     |
 RK0551| CJ2356 CLIFF 2 AZ MK                                      3054616.0 |
 RK0551| CJ2358 CLIFF 2 RM 5                          8.801 METERS 33126     |
 RK0551|---------------------------------------------------------------------|
 RK0551
 RK0551                          SUPERSEDED SURVEY CONTROL
 RK0551
 RK0551  NAD 83(1986)-  46 27 04.78368(N)    087 37 55.32166(W) AD(       ) 1
 RK0551  NAD 27      -  46 27 05.00148(N)    087 37 54.84410(W) AD(       ) 1
 RK0551  NGVD 29 (07/19/86)  570.5    (m)         1872.     (f) VERT ANG       
 RK0551
 RK0551.Superseded values are not recommended for survey control.
 RK0551
 RK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0551.See file dsdata.pdf to determine how the superseded data were derived.
 RK0551
 RK0551_MARKER: DH = HORIZONTAL CONTROL DISK
 RK0551_SETTING: 66 = SET IN ROCK OUTCROP
 RK0551_STAMPING: CLIFF 2 1975
 RK0551_MARK LOGO: NGS
 RK0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0551+STABILITY: POSITION/ELEVATION WELL
 RK0551
 RK0551  HISTORY     - Date     Condition        Report By
 RK0551  HISTORY     - 1975     MONUMENTED       NGS
 RK0551  HISTORY     - 19950207 GOOD             LOCENG
 RK0551
 RK0551                          STATION DESCRIPTION
 RK0551
 RK0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RK0551'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEGAUNEE, 3 MILES
 RK0551'SOUTH OF ISHPEMING AND ON THE SUMMIT OF SUMMIT MOUNTAIN ALONG
 RK0551'THE NORTH EDGE OF A TIMBERED AREA, 11 FEET SOUTHEAST OF A 8 INCH
 RK0551'TREE WITH A SURVEY WITNESS SIGN ATTACHED, 7 FEET SOUTHWEST OF A
 RK0551'3 INCH TREE TRUNK WITH A SURVEY WITNESS SIGN ATTACHED AND ON THE
 RK0551'NORTH EDGE OF A CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 RK0551'OUTCROPPING ROCK AND IS STAMPED CLIFF 2 1975.
 RK0551'
 RK0551'TO REACH THE STATION FROM THE INTERSECTION DIVISION AND MAIN
 RK0551'STREETS IN ISHPEMING, GO WEST ON DIVISION STREET FOR 1.0 MILE.  TURN
 RK0551'LEFT AND GO SOUTH ON WASHINGTON STREET FOR 1.1 MILE TO A
 RK0551'CROSSROAD.  CONTINUE AHEAD ON A PAVED ROAD FOR 0.7 MILE TO A SIDE
 RK0551'ROAD LEFT AT RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.8 MILE TO A
 RK0551'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 1.6
 RK0551'MILE TO THE ENTRANCE TO THE TILDEN MINING CO.  CONTINUE
 RK0551'EASTERLY THROUGH THE GATE AND GO 0.6 MILE TO A RAILROAD TRACK.
 RK0551'CONTINUE AHEAD CROSSING TRACKS AND GO NORTH AND WEST STAYING
 RK0551'ON THE NORTH SIDE OF A LARGE MAINTENANCE BUILDING FOR 0.55 MILE
 RK0551'TO A ROAD RIGHT.  TURN SHARP RIGHT GOING UPHILL STAYING ON
 RK0551'MAIN TRAVELED ROAD FOR 0.35 MILE TO A ROAD LEFT.  BEAR LEFT UPHILL
 RK0551'FOR 0.8 MILE TO A ROAD LEFT.  KEEP TO THE RIGHT AND CONTINUE
 RK0551'UPHILL TO THE HIGHEST POINT FOR 0.25 MILE AND ETT.  FROM HERE
 RK0551'PACK IN A NORTHERLY DIRECTION FOR ABOUT 500 FEET AND
 RK0551'STATION.
 RK0551'
 RK0551'REFERENCE MARK 4 IS 15 FEET WEST OF THE 3 INCH TREE TRUNK WITH
 RK0551'THE SURVEY WITNESS SIGN ATTACHED AND AT THE MOST WESTERLY EDGE OF
 RK0551'THE CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE AND STAMPED CLIFF
 RK0551'2 NO 4 1975.
 RK0551'
 RK0551'REFERENCE MARK 5 IS 10 FEET EAST OF THE 3 INCH TREE TRUNK WITH
 RK0551'THE SURVEY WITNESS SIGN ATTACHED AND LOCATED AT THE MOST NORTHERLY
 RK0551'EDGE OF THE CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE AND
 RK0551'STAMPED CLIFF 2 NO 5 1975.
 RK0551'
 RK0551'AZIMUTH MARK IS ABOUT 0.75 MILE NORTHWEST OF THE STATION, 32 FEET
 RK0551'NORTHWEST OF A METAL WITNESS POST, 23 FEET SOUTHEAST OF A LONE
 RK0551'SPRUCE TREE AT THE NORTHWEST EDGE OF A CLEARING.  THE DISK IS
 RK0551'CEMENTED IN A 1 BY 2 FOOT ROCK THAT PROJECTS ABOUT 2 INCHES AND IS
 RK0551'STAMPED CLIFF 2 AZI 1975.
 RK0551'
 RK0551'*TO REACH THE AZIMUTH MARK FROM HERE, BEAR LEFT ON A PAVED ROAD
 RK0551'FOR 0.4 MILE AND END OF PAVEMENT.  CONTINUE AHEAD STAYING ON A
 RK0551'GRAVELED ROAD FOR 2.0 MILE TO A SIDE ROAD RIGHT AND CLIFF 1955
 RK0551'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.15 MILE TO A
 RK0551'TRIANGULAR BLAZE ON A TREE LEFT, NORTH SIDE OF THE ROAD.  FROM
 RK0551'HERE PACK NORTHERLY FOR ABOUT 500 FEET AND THE MARK AS
 RK0551'DESCRIBED.
 RK0551'
 RK0551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RK0551
 RK0551                          STATION RECOVERY (1995)
 RK0551
 RK0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0541 ***********************************************************************
 RK0541  DESIGNATION -  CLIFF MINE TIPPLE LIGHT
 RK0541  PID         -  RK0541
 RK0541  STATE/COUNTY-  MI/MARQUETTE
 RK0541  COUNTRY     -  US
 RK0541  USGS QUAD   -  ISHPEMING (2017)
 RK0541
 RK0541                         *CURRENT SURVEY CONTROL
 RK0541  ______________________________________________________________________
 RK0541* NAD 83(1994) POSITION- 46 29 27.14734(N) 087 40 29.27993(W)   ADJUSTED
 RK0541  ______________________________________________________________________
 RK0541  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 RK0541  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 RK0541  HORZ ORDER      -  THIRD
 RK0541
 RK0541.The horizontal coordinates were established by classical geodetic methods
 RK0541.and adjusted by the National Geodetic Survey in February 1997.
 RK0541
 RK0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0541.GEOID18 height accuracy estimate available here.
 RK0541
 RK0541.Click photographs - Photos may exist for this station.
 RK0541
 RK0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0541
 RK0541. The following values were computed from the NAD 83(1994) position.
 RK0541
 RK0541;                    North         East     Units Scale Factor Converg.
 RK0541;SPC MI N     -   190,004.343 7,948,197.265   MT  0.99990926   -0 29 15.9
 RK0541;SPC MI N     -   623,373.83 26,076,762.68   iFT  0.99990926   -0 29 15.9
 RK0541;UTM  16      - 5,148,810.524   448,212.722   MT  0.99963297   -0 29 21.9
 RK0541
 RK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4821248810(NAD 83)
 RK0541
 RK0541                          SUPERSEDED SURVEY CONTROL
 RK0541
 RK0541  NAD 83(1986)-  46 29 27.14133(N)    087 40 29.27529(W) AD(       ) 3
 RK0541  NAD 27      -  46 29 27.37000(N)    087 40 28.79000(W) AD(       ) 3
 RK0541
 RK0541.Superseded values are not recommended for survey control.
 RK0541
 RK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0541.See file dsdata.pdf to determine how the superseded data were derived.
 RK0541
 RK0541_MARKER: 14 = NAVIGATION LIGHT
 RK0541
 RK0541  HISTORY     - Date     Condition        Report By
 RK0541  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0541
 RK0541                          STATION DESCRIPTION
 RK0541
 RK0541'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0547 ***********************************************************************
 RK0547  DESIGNATION -  CLIFF RM 1
 RK0547  PID         -  RK0547
 RK0547  STATE/COUNTY-  MI/MARQUETTE
 RK0547  COUNTRY     -  US
 RK0547  USGS QUAD   -  ISHPEMING (2017)
 RK0547
 RK0547                         *CURRENT SURVEY CONTROL
 RK0547  ______________________________________________________________________
 RK0547* NAD 83(1994) POSITION- 46 27 00.65833(N) 087 37 48.46637(W)   ADJUSTED
 RK0547* NAVD 88 ORTHO HEIGHT -   571.    (meters)     1873.    (feet) SCALED
 RK0547  ______________________________________________________________________
 RK0547  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 RK0547  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 RK0547  HORZ ORDER      -  SECOND
 RK0547
 RK0547.The horizontal coordinates were established by classical geodetic methods
 RK0547.and adjusted by the National Geodetic Survey in February 1997.
 RK0547
 RK0547.The orthometric height was scaled from a topographic map.
 RK0547
 RK0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0547.GEOID18 height accuracy estimate available here.
 RK0547
 RK0547.Click photographs - Photos may exist for this station.
 RK0547
 RK0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0547
 RK0547. The following values were computed from the NAD 83(1994) position.
 RK0547
 RK0547;                    North         East     Units Scale Factor Converg.
 RK0547;SPC MI N     -   185,453.400 7,951,590.477   MT  0.99990697   -0 27 19.6
 RK0547;SPC MI N     -   608,442.91 26,087,895.27   iFT  0.99990697   -0 27 19.6
 RK0547;UTM  16      - 5,144,260.756   451,604.877   MT  0.99962879   -0 27 24.2
 RK0547
 RK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0547!SPC MI N     -   0.99991579  x   0.99990697  =   0.99982277
 RK0547!UTM  16      -   0.99991579  x   0.99962879  =   0.99954462
 RK0547
 RK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5160444260(NAD 83)
 RK0547
 RK0547                          SUPERSEDED SURVEY CONTROL
 RK0547
 RK0547  NAD 83(1986)-  46 27 00.65254(N)    087 37 48.46357(W) AD(       ) 2
 RK0547  NAD 27      -  46 27 00.88057(N)    087 37 47.97309(W) AD(       ) 2
 RK0547
 RK0547.Superseded values are not recommended for survey control.
 RK0547
 RK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0547.See file dsdata.pdf to determine how the superseded data were derived.
 RK0547
 RK0547_MARKER: DR = REFERENCE MARK DISK
 RK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0547_STAMPING: CLIFF NO 1 1955
 RK0547_MARK LOGO: CGS
 RK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0547+STABILITY: SURFACE MOTION
 RK0547
 RK0547  HISTORY     - Date     Condition        Report By
 RK0547  HISTORY     - 1955     MONUMENTED       CGS
 RK0547  HISTORY     - 1961     GOOD             CGS
 RK0547
 RK0547                          STATION DESCRIPTION
 RK0547
 RK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0547'THE STATION IS THE CENTER OF THE LOOKOUT TOWER WHICH IS A FOUR LEGGED
 RK0547'SKELETON STRUCTURE ABOUT 90 FEET HIGH WITH AN ENCLOSED METAL CABIN
 RK0547'ON THE TOP.  IT IS IN SECTION 24, T. 47 N., R. 27 W., APPROXIMATELY
 RK0547'4 MILES SOUTH-SOUTHWEST OF NEGAUNEE, 3 MILES SOUTH-SOUTHEAST OF
 RK0547'ISHPEMING AND ON THE SUMMIT OF SUMMIT MOUNTAIN.
 RK0547'
 RK0547'REFERENCE MARK NO. 1, STAMPED CLIFF NO 1 1955, IS A STANDARD DISK SET
 RK0547'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS IN THE
 RK0547'APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0547'
 RK0547'A TRAVERSE CONNECTION WAS MADE TO THE MARK (REFERENCE MARK NO. 1) IN
 RK0547'THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER FROM
 RK0547'TRIANGULATION STATION CLIFF.
 RK0547
 RK0547                          STATION RECOVERY (1961)
 RK0547
 RK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0547'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 RK0547'DESCRIBED IN THE 1955 DESCRIPTION AND WERE ALL FOUND TO BE IN GOOD
 RK0547'CONDITION.  REFERENCE MARK 2 HAD BEEN PULLED OUT OF THE GROUND AND
 RK0547'WAS DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 RK0547'
 RK0547'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RK0547'
 RK0547'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL HOLE NEAR
 RK0547'THE NORTHWEST CORNER OF A 2 FOOT SQUARE CONCRETE ANTENNA BASE, THE
 RK0547'ANTENNA HAS BEEN TORN DOWN, THE CONCRETE BASE IS FLUSH WITH THE
 RK0547'GROUND AND THE DISK IS STAMPED CLIFF NO 3 1955.  THE MARK IS 70 FEET
 RK0547'NORTH-NORTHEAST OF CENTER OF MAIN ROAD, 6 FEET SOUTHEAST OF
 RK0547'THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING AND 3
 RK0547'FEET EAST OF THE NORTHEAST CORNER OF ANOTHER CONCRETE BLOCK BUILDING.
 RK0547'
 RK0547'REFERENCE MARK 1 COULD NOT BE CUT IN FROM EITHER THE GROUND OR THE
 RK0547'TOP OF TOWER, A UTILITY POLE HAS BEEN SET ON LINE AND THE POLE IS
 RK0547'LEANING TO THE NORTHEAST.  THE DISTANCE WAS CHECKED BY HOLDING THE
 RK0547'TAPE NEXT TO THE BASE OF THE POLE.
 RK0547'
 RK0547'A CONSIDERABLE AMOUNT OF CLEARING IS NECESSARY TO MAKE THE AZIMUTH
 RK0547'MARK VISIBLE FROM THE GROUND AT THE STATION.
 RK0547'
 RK0547'A 90 FOOT TOWER IS NEEDED TO SEE OVER THE TOP OF LOOKOUT TOWER TO
 RK0547'STATION SKANDIA.
 RK0547'
 RK0547'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1795 ***********************************************************************
 NF1795  DESIGNATION -  CLIMAX
 NF1795  PID         -  NF1795
 NF1795  STATE/COUNTY-  MI/CALHOUN
 NF1795  COUNTRY     -  US
 NF1795  USGS QUAD   -  AUGUSTA (2017)
 NF1795
 NF1795                         *CURRENT SURVEY CONTROL
 NF1795  ______________________________________________________________________
 NF1795* NAD 83(2011) POSITION- 42 16 22.27938(N) 085 17 42.08441(W)   ADJUSTED
 NF1795* NAD 83(2011) ELLIP HT-   267.302 (meters)        (06/27/12)   ADJUSTED
 NF1795* NAD 83(2011) EPOCH   -  2010.00
 NF1795* NAVD 88 ORTHO HEIGHT -   300.61  (+/-2cm)      986.3   (feet) VERTCON3
 NF1795  ______________________________________________________________________
 NF1795  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 NF1795  NAD 83(2011) X  -    387,721.319 (meters)                     COMP
 NF1795  NAD 83(2011) Y  - -4,710,935.146 (meters)                     COMP
 NF1795  NAD 83(2011) Z  -  4,268,258.252 (meters)                     COMP
 NF1795  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 NF1795  VERT ORDER      -  THIRD ? (See Below)
 NF1795
 NF1795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1795  Standards:
 NF1795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1795  -------------------------------------------------------------------
 NF1795  NETWORK    0.86   2.08           0.38   0.32   1.06      0.10997398
 NF1795  -------------------------------------------------------------------
 NF1795  Click here for local accuracies and other accuracy information.
 NF1795
 NF1795.The horizontal coordinates were established by GPS observations
 NF1795.and adjusted by the National Geodetic Survey in June 2012.
 NF1795
 NF1795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1795.been affixed to the stable North American tectonic plate. See 
 NF1795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1795
 NF1795.The horizontal coordinates are valid at the epoch date displayed above
 NF1795.which is a decimal equivalence of Year/Month/Day.
 NF1795
 NF1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1795
 NF1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1795.GEOID18 height accuracy estimate available here.
 NF1795
 NF1795.The vertical order pertains to the NGVD 29 superseded value.
 NF1795
 NF1795.Click photographs - Photos may exist for this station.
 NF1795
 NF1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1795
 NF1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1795
 NF1795.The ellipsoidal height was determined by GPS observations
 NF1795.and is referenced to NAD 83.
 NF1795
 NF1795. The following values were computed from the NAD 83(2011) position.
 NF1795
 NF1795;                    North         East     Units Scale Factor Converg.
 NF1795;SPC MI S     -    86,269.665 3,923,418.735   MT  0.99996356   -0 37 54.4
 NF1795;SPC MI S     -   283,036.96 12,872,108.71   iFT  0.99996356   -0 37 54.4
 NF1795;UTM  16      - 4,681,479.155   640,599.288   MT  0.99984323   +1 08 49.4
 NF1795
 NF1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1795!SPC MI S     -   0.99995808  x   0.99996356  =   0.99992164
 NF1795!UTM  16      -   0.99995808  x   0.99984323  =   0.99980132
 NF1795
 NF1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4059981479(NAD 83)
 NF1795
 NF1795                          SUPERSEDED SURVEY CONTROL
 NF1795
 NF1795  NAD 83(2007)-  42 16 22.27953(N)    085 17 42.08530(W) AD(2002.00) 0
 NF1795  ELLIP H (02/10/07)  267.316  (m)                       GP(2002.00)    
 NF1795  ELLIP H (07/17/02)  267.325  (m)                       GP(       ) 4 1
 NF1795  NAD 83(1994)-  42 16 22.27961(N)    085 17 42.08591(W) AD(       ) 1
 NF1795  ELLIP H (02/03/97)  267.335  (m)                       GP(       ) 4 1
 NF1795  NAD 83(1986)-  42 16 22.27980(N)    085 17 42.09985(W) AD(       ) 1
 NF1795  NGVD 29             300.73   (m)          986.6    (f) LEVELING    3  
 NF1795
 NF1795.Superseded values are not recommended for survey control.
 NF1795
 NF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1795.See file dsdata.pdf to determine how the superseded data were derived.
 NF1795
 NF1795_MARKER: I = METAL ROD
 NF1795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1795_STAMPING: CLIMAX 1992
 NF1795_MARK LOGO: HOLDEN
 NF1795_PROJECTION: FLUSH
 NF1795_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1795+STABILITY: POSITION/ELEVATION WELL
 NF1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1795+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 NF1795_ROD/PIPE-DEPTH: 11.5 meters
 NF1795
 NF1795  HISTORY     - Date     Condition        Report By
 NF1795  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1795  HISTORY     - 20011128 GOOD             NGS
 NF1795  HISTORY     - 20030419 GOOD             USPSQD
 NF1795  HISTORY     - 20050428 GOOD             LOCSUR
 NF1795
 NF1795                          STATION DESCRIPTION
 NF1795
 NF1795'DESCRIBED BY HOLDEN GPS 1992
 NF1795'STATION IS LOCATED ABOUT 4 1/2 MILES WEST SOUTHWEST FROM THE CENTER OF
 NF1795'GOGUAC LAKE, 3 3/5 MILES SOUTHWEST OF THE W. K. KELLOGG REGIONAL
 NF1795'AIRPORT AND IN THE I-94 INTERCHANGE WITH THE CLIMAX BATTLE CREEK
 NF1795'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1795'AUGUSTA IN THE SE 1/4 OF SECTION 30 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1795'TO REACH FROM THE CLIMAX ROAD BRIDGE OVER I-94, GO NORTH ON CLIMAX RD
 NF1795'TO THE END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 NF1795'STATION IS 3 FT (0.9 M) EAST OF THE CURB AND GUARD RAIL, 10 FT
 NF1795'(3.0 M) EAST NORTHEAST FROM THE END OF NORTHEAST BRIDGE ABUTMENT, 124
 NF1795'FT (37.8 M) NORTHEAST FROM THE CL OF WESTBOUND I-94, AND 24 FT
 NF1795'(7.3 M) SOUTH EAST FROM THE CL OF CLIMAX RD.
 NF1795'STATION IS GROUND VISIBLE WITH STATION QUALITY HOUSE 1740 M
 NF1795'(5708.6 FT) NORTHEAST.
 NF1795
 NF1795                          STATION RECOVERY (2001)
 NF1795
 NF1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1795'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1795
 NF1795                          STATION RECOVERY (2003)
 NF1795
 NF1795'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1795'RECOVERED IN GOOD CONDITION.
 NF1795
 NF1795                          STATION RECOVERY (2005)
 NF1795
 NF1795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (TAP)
 NF1795'COVER BROKEN OFF
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0237 ***********************************************************************
 NE0237  DESIGNATION -  CLUB
 NE0237  PID         -  NE0237
 NE0237  STATE/COUNTY-  MI/ST CLAIR
 NE0237  COUNTRY     -  US
 NE0237  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0237
 NE0237                         *CURRENT SURVEY CONTROL
 NE0237  ______________________________________________________________________
 NE0237* NAD 83(1986) POSITION- 42 32 32.     (N) 082 39 59.     (W)   SCALED
 NE0237* NAVD 88 ORTHO HEIGHT -   175.699 (meters)      576.44  (feet) ADJUSTED
 NE0237  ______________________________________________________________________
 NE0237  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 NE0237  DYNAMIC HEIGHT  -        175.649 (meters)      576.28  (feet) COMP
 NE0237  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NE0237
 NE0237  VERT ORDER      -  FIRST     CLASS 0
 NE0237
 NE0237.The horizontal coordinates were scaled from a map and have
 NE0237.an estimated accuracy of +/- 6 seconds.
 NE0237
 NE0237.The orthometric height was determined by differential leveling and
 NE0237.adjusted by the NATIONAL GEODETIC SURVEY
 NE0237.in June 1991.
 NE0237
 NE0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0237.GEOID18 height accuracy estimate available here.
 NE0237
 NE0237.Click photographs - Photos may exist for this station.
 NE0237
 NE0237.The dynamic height is computed by dividing the NAVD 88
 NE0237.geopotential number by the normal gravity value computed on the
 NE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0237.degrees latitude (g = 980.6199 gals.).
 NE0237
 NE0237.The modeled gravity was interpolated from observed gravity values.
 NE0237
 NE0237;                    North         East    Units  Estimated Accuracy
 NE0237;SPC MI S     -   117,180.    4,139,650.      MT  (+/- 180 meters Scaled)
 NE0237
 NE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH631113(NAD 83)
 NE0237
 NE0237                          SUPERSEDED SURVEY CONTROL
 NE0237
 NE0237  NGVD 29 (??/??/92)  175.836  (m)          576.89   (f) ADJ UNCH    1 0
 NE0237
 NE0237.Superseded values are not recommended for survey control.
 NE0237
 NE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0237.See file dsdata.pdf to determine how the superseded data were derived.
 NE0237
 NE0237_MARKER: Z = SEE DESCRIPTION
 NE0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0237_SP_SET: STEEL ROD
 NE0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0237
 NE0237  HISTORY     - Date     Condition        Report By
 NE0237  HISTORY     - 1967     MONUMENTED       USLS
 NE0237  HISTORY     - 1970     GOOD             USLS
 NE0237  HISTORY     - 1984     GOOD             USPSQD
 NE0237  HISTORY     - 19960929 MARK NOT FOUND   USPSQD
 NE0237  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 NE0237
 NE0237                          STATION DESCRIPTION
 NE0237
 NE0237'DESCRIBED BY US LAKE SURVEY 1970
 NE0237'AT HARSENS ISLAND.
 NE0237'CLUB IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0237'COUNTY, MICHIGAN, JUST ABOVE THE ST. CLAIR FLATS CANAL, 0.6
 NE0237'MILE SOUTHWEST FROM GATE LEADING TO PROPERTY OF OLD CLUB,
 NE0237'DOWNSTREAM OF SECOND AUTO BRIDGE AT THE OLD CLUB, 10.8 FEET
 NE0237'NORTHWEST OF 7-FOOT HIGH METAL POWER OUTLET, 7.2 FEET SOUTHEAST
 NE0237'OF SOUTHEAST CORNER OF BRIDGE, 3.0 FEET SOUTHWEST OF INNER EDGE
 NE0237'OF 3-INCH X 12 INCH WOOD PLANK CAPPING BREAKWALL, 1/2-FOOT BELOW
 NE0237'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NE0237'DIAMETER COPPER-COATED STEEL ROD, 26 FEET LONG.  NOTE-- BM 1967
 NE0237
 NE0237                          STATION RECOVERY (1984)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0237'LOCATION .25 FOOT EAST OF NORTHWEST CORNER --AND 2 1/2 ABOVE
 NE0237'SIDEWALK. BRONZE DISC.
 NE0237
 NE0237                          STATION RECOVERY (1996)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0237'MARK NOT FOUND.
 NE0237
 NE0237                          STATION RECOVERY (2003)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0157 ***********************************************************************
 NE0157  DESIGNATION -  CLUB USLS
 NE0157  PID         -  NE0157
 NE0157  STATE/COUNTY-  MI/WAYNE
 NE0157  COUNTRY     -  US
 NE0157  USGS QUAD   -  GROSSE POINTE OE E (2017)
 NE0157
 NE0157                         *CURRENT SURVEY CONTROL
 NE0157  ______________________________________________________________________
 NE0157* NAD 83(1986) POSITION- 42 26 06.     (N) 082 52 20.     (W)   SCALED
 NE0157* NAVD 88 ORTHO HEIGHT -   176.880 (meters)      580.31  (feet) ADJUSTED
 NE0157  ______________________________________________________________________
 NE0157  GEOID HEIGHT    -        -34.637 (meters)                     GEOID18
 NE0157  DYNAMIC HEIGHT  -        176.829 (meters)      580.15  (feet) COMP
 NE0157  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 NE0157
 NE0157  VERT ORDER      -  FIRST     CLASS 0
 NE0157
 NE0157.The horizontal coordinates were scaled from a map and have
 NE0157.an estimated accuracy of +/- 6 seconds.
 NE0157
 NE0157.The orthometric height was determined by differential leveling and
 NE0157.adjusted by the NATIONAL GEODETIC SURVEY
 NE0157.in June 1991.
 NE0157
 NE0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0157.GEOID18 height accuracy estimate available here.
 NE0157
 NE0157.Click photographs - Photos may exist for this station.
 NE0157
 NE0157.The dynamic height is computed by dividing the NAVD 88
 NE0157.geopotential number by the normal gravity value computed on the
 NE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0157.degrees latitude (g = 980.6199 gals.).
 NE0157
 NE0157.The modeled gravity was interpolated from observed gravity values.
 NE0157
 NE0157;                    North         East    Units  Estimated Accuracy
 NE0157;SPC MI S     -   104,950.    4,122,960.      MT  (+/- 180 meters Scaled)
 NE0157
 NE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG460997(NAD 83)
 NE0157
 NE0157                          SUPERSEDED SURVEY CONTROL
 NE0157
 NE0157  NGVD 29 (11/26/84)  177.032  (m)          580.81   (f) ADJUSTED    1 0
 NE0157
 NE0157.Superseded values are not recommended for survey control.
 NE0157
 NE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0157.See file dsdata.pdf to determine how the superseded data were derived.
 NE0157
 NE0157_MARKER: DD = SURVEY DISK
 NE0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0157_SP_SET: WALL
 NE0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0157
 NE0157  HISTORY     - Date     Condition        Report By
 NE0157  HISTORY     - 1969     MONUMENTED       USLS
 NE0157  HISTORY     - 1970     GOOD             USLS
 NE0157  HISTORY     - 1980     GOOD             NGS
 NE0157
 NE0157                          STATION DESCRIPTION
 NE0157
 NE0157'DESCRIBED BY US LAKE SURVEY 1970
 NE0157'AT GROSSE POINTE SHORES.
 NE0157'CLUB IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT THE
 NE0157'GROSSE POINTE YACHT CLUB, ON THE NORTH FACE OF THE YACHT CLUB,
 NE0157'0.25 FOOT EAST OF NORTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND
 NE0157'SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 NE0157'INTO THE CONCRETE WALL.  NOTE-- PREV. DESIG BM CLUB 1969.
 NE0157
 NE0157                          STATION RECOVERY (1980)
 NE0157
 NE0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0157'IN GROSSE POINTE SHORES, AT THE GROSSE POINTE YACHT CLUB, SET
 NE0157'VERTICALLY IN THE NORTH FACE OF THE CLUB BUILDING, 0.1 METER (0.25
 NE0157'FEET) EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1 METER
 NE0157'(3.3 FEET) ABOVE PAVEMENT.
 NE0157'THE MARK IS 1 M ABOVE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8105 ***********************************************************************
 AA8105  CBN         -  This is a Cooperative Base Network Control Station.
 AA8105  PACS        -  This is a Primary Airport Control Station.
 AA8105  DESIGNATION -  CMX C
 AA8105  PID         -  AA8105
 AA8105  STATE/COUNTY-  MI/HOUGHTON
 AA8105  COUNTRY     -  US
 AA8105  USGS QUAD   -  LAURIUM (2017)
 AA8105
 AA8105                         *CURRENT SURVEY CONTROL
 AA8105  ______________________________________________________________________
 AA8105* NAD 83(2011) POSITION- 47 10 01.67389(N) 088 29 37.83834(W)   ADJUSTED
 AA8105* NAD 83(2011) ELLIP HT-   290.638 (meters)        (06/27/12)   ADJUSTED
 AA8105* NAD 83(2011) EPOCH   -  2010.00
 AA8105* NAVD 88 ORTHO HEIGHT -   324.78  (meters)     1065.5   (feet) GPS OBS
 AA8105  ______________________________________________________________________
 AA8105  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8105  GEOID HEIGHT    -        -33.738 (meters)                     GEOID93
 AA8105  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 AA8105  NAD 83(2011) X  -    114,186.540 (meters)                     COMP
 AA8105  NAD 83(2011) Y  - -4,342,777.050 (meters)                     COMP
 AA8105  NAD 83(2011) Z  -  4,654,629.915 (meters)                     COMP
 AA8105  LAPLACE CORR    -        -18.78  (seconds)                    DEFLEC18
 AA8105
 AA8105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8105  Standards:
 AA8105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8105  -------------------------------------------------------------------
 AA8105  NETWORK    1.44   4.41           0.68   0.45   2.25      0.01110719
 AA8105  -------------------------------------------------------------------
 AA8105  Click here for local accuracies and other accuracy information.
 AA8105
 AA8105.This mark is at Houghton Co Mem Airport (CMX)
 AA8105
 AA8105.The horizontal coordinates were established by GPS observations
 AA8105.and adjusted by the National Geodetic Survey in June 2012.
 AA8105
 AA8105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8105.been affixed to the stable North American tectonic plate. See 
 AA8105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8105
 AA8105.The horizontal coordinates are valid at the epoch date displayed above
 AA8105.which is a decimal equivalence of Year/Month/Day.
 AA8105
 AA8105.The orthometric height was determined by GPS observations and a
 AA8105.high-resolution geoid model.
 AA8105
 AA8105.GPS derived orthometric heights for airport stations designated as
 AA8105.PACS or SACS are published to 2 decimal places.  This maintains
 AA8105.centimeter relative accuracy between the PACS and SACS.  It does
 AA8105.not indicate centimeter accuracy relative to other marks which are
 AA8105.part of the published vertical control network.
 AA8105
 AA8105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8105.GEOID18 height accuracy estimate available here.
 AA8105
 AA8105.Click photographs - Photos may exist for this station.
 AA8105
 AA8105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8105
 AA8105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8105
 AA8105.The ellipsoidal height was determined by GPS observations
 AA8105.and is referenced to NAD 83.
 AA8105
 AA8105. The following values were computed from the NAD 83(2011) position.
 AA8105
 AA8105;                    North         East     Units Scale Factor Converg.
 AA8105;SPC MI N     -   266,025.407 7,886,743.246   MT  1.00002154   -1 04 47.0
 AA8105;SPC MI N     -   872,786.77 25,875,141.88   iFT  1.00002154   -1 04 47.0
 AA8105;UTM  16      - 5,224,819.567   386,785.238   MT  0.99975753   -1 05 44.2
 AA8105
 AA8105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8105!SPC MI N     -   0.99995445  x   1.00002154  =   0.99997598
 AA8105!UTM  16      -   0.99995445  x   0.99975753  =   0.99971199
 AA8105
 AA8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8678524819(NAD 83)
 AA8105
 AA8105                          SUPERSEDED SURVEY CONTROL
 AA8105
 AA8105  NAD 83(2007)-  47 10 01.67391(N)    088 29 37.83922(W) AD(2002.00) 0
 AA8105  ELLIP H (02/10/07)  290.659  (m)                       GP(2002.00)    
 AA8105  ELLIP H (07/12/02)  290.684  (m)                       GP(       ) 4 2
 AA8105  NAD 83(1994)-  47 10 01.67396(N)    088 29 37.83909(W) AD(       ) B
 AA8105  ELLIP H (09/20/95)  290.711  (m)                       GP(       ) 1 2
 AA8105
 AA8105.Superseded values are not recommended for survey control.
 AA8105
 AA8105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8105.See file dsdata.pdf to determine how the superseded data were derived.
 AA8105
 AA8105_MARKER: I = METAL ROD
 AA8105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8105_STAMPING: CMX C 1994
 AA8105_MARK LOGO: NGS
 AA8105_PROJECTION: FLUSH
 AA8105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8105+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 AA8105_ROD/PIPE-DEPTH: 4.6 meters
 AA8105_SLEEVE-DEPTH  : 1.2 meters
 AA8105
 AA8105  HISTORY     - Date     Condition        Report By
 AA8105  HISTORY     - 1994     MONUMENTED       NGS
 AA8105  HISTORY     - 20010502 GOOD             MIDT
 AA8105  HISTORY     - 20020614 GOOD             JCLS
 AA8105  HISTORY     - 20020615 GOOD             JCLS
 AA8105  HISTORY     - 20080501 GOOD             JCLS
 AA8105
 AA8105                          STATION DESCRIPTION
 AA8105
 AA8105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8105'NOTE--ESCORT MAY BE REQUIRED TO REACH STATION.  CONTACT THE RESIDENT
 AA8105'ENGINEER AT THE AIRPORT, DENNIS JOUPPE, PHONE 906-482-6336.  STATION
 AA8105'IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF HANCOCK, AT THE HOUGHTON
 AA8105'COUNTY MEMORIAL AIRPORT, ON THE SOUTHWEST SIDE OF THE AIRPORT, ACROSS
 AA8105'THE APRON FROM THE CRASH-FIRE-RESCUE (CFR) BUILDING, IN A LARGE GRASS
 AA8105'AREA.  OWNERSHIP--COUNTY OF HOUGHTON, ROUTE 1, BOX 94, CALUMET MI
 AA8105'49913.  AIRPORT MANAGER IS JOHN KELLY, PHONE 906-482-3970.  TO REACH
 AA8105'FROM THE CENTER OF THE U.S.  HIGHWAY 41 BRIDGE BETWEEN HANCOCK AND
 AA8105'HOUGHTON, GO NORTH AND WEST ON HIGHWAY 41 FOR 1.66 KM (1.05 MI) TO ITS
 AA8105'JUNCTION WITH STATE HIGHWAY 203 ON THE LEFT.  KEEP RIGHT, UPGRADE, ON
 AA8105'HIGHWAY 41 FOR 9.06 KM (5.60 MI) TO A PAVED ROAD RIGHT AT A BLINKER
 AA8105'LIGHT.  TURN RIGHT, EAST, ON PAVED ROAD FOR 1.62 KM (1.00 MI) TO THE
 AA8105'TERMINAL BUILDING.  CONTINUE AHEAD, SOUTHEAST, ON ROAD (AREA TO BE
 AA8105'RE-FENCED IN 1994) FOR 0.07 KM (0.05 MI) TO THE CFR BUILDING.  PASS
 AA8105'THROUGH GATE, SOUTHEAST, ACROSS APRON FOR 0.09 KM (0.05 MI) TO THE
 AA8105'STATION.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 23.0 M
 AA8105'(75.5 FT) SOUTHEAST OF THE APRON EDGE, 77.0 M (252.6 FT) SOUTHWEST OF
 AA8105'A TAXI CENTER, 61.9 M (203.1 FT) EAST OF THE SOUTH CORNER OF THE
 AA8105'APRON, 43.5 M (142.7 FT) EAST-SOUTHEAST OF THE EAST CORNER OF A SQUARE
 AA8105'GRATE IN THE APRON, 44.4.  M (145.7 FT) SOUTH OF THE SOUTH CORNER OF A
 AA8105'SQUARE GRATE IN THE APRON, AND 10.1 M (33.1 FT) NORTHEAST OF THE
 AA8105'EXTENDED NORTHEAST WALL OF THE CFR BUILDING.  DESCRIBED BY G.R.  HEID.
 AA8105
 AA8105                          STATION RECOVERY (2001)
 AA8105
 AA8105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AA8105'RECOVERED IN GOOD CONDITION.
 AA8105
 AA8105                          STATION RECOVERY (2002)
 AA8105
 AA8105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA8105'RECOVERED IN GOOD CONDITION.
 AA8105
 AA8105                          STATION RECOVERY (2002)
 AA8105
 AA8105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AA8105'RECOVERED IN GOOD CONDITION.
 AA8105
 AA8105                          STATION RECOVERY (2008)
 AA8105
 AA8105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AA8105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0191 ***********************************************************************
 RJ0191  DESIGNATION -  COAST
 RJ0191  PID         -  RJ0191
 RJ0191  STATE/COUNTY-  MI/CHIPPEWA
 RJ0191  COUNTRY     -  US
 RJ0191  USGS QUAD   -  OAK RIDGE (2017)
 RJ0191
 RJ0191                         *CURRENT SURVEY CONTROL
 RJ0191  ______________________________________________________________________
 RJ0191* NAD 83(1986) POSITION- 46 19 18.     (N) 084 09 22.     (W)   SCALED
 RJ0191* NAVD 88 ORTHO HEIGHT -   179.711 (meters)      589.60  (feet) ADJUSTED
 RJ0191  ______________________________________________________________________
 RJ0191  GEOID HEIGHT    -        -36.587 (meters)                     GEOID18
 RJ0191  DYNAMIC HEIGHT  -        179.721 (meters)      589.63  (feet) COMP
 RJ0191  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 RJ0191
 RJ0191  VERT ORDER      -  FIRST     CLASS 0
 RJ0191
 RJ0191.The horizontal coordinates were scaled from a map and have
 RJ0191.an estimated accuracy of +/- 6 seconds.
 RJ0191
 RJ0191.The orthometric height was determined by differential leveling and
 RJ0191.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0191.in June 1991.
 RJ0191
 RJ0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0191.GEOID18 height accuracy estimate available here.
 RJ0191
 RJ0191.Click photographs - Photos may exist for this station.
 RJ0191
 RJ0191.The dynamic height is computed by dividing the NAVD 88
 RJ0191.geopotential number by the normal gravity value computed on the
 RJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0191.degrees latitude (g = 980.6199 gals.).
 RJ0191
 RJ0191.The modeled gravity was interpolated from observed gravity values.
 RJ0191
 RJ0191;                    North         East    Units  Estimated Accuracy
 RJ0191;SPC MI N     -   174,910.    8,218,950.      MT  (+/- 180 meters Scaled)
 RJ0191
 RJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189337(NAD 83)
 RJ0191
 RJ0191                          SUPERSEDED SURVEY CONTROL
 RJ0191
 RJ0191.No superseded survey control is available for this station.
 RJ0191
 RJ0191_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0191_SP_SET: BRICK WALL
 RJ0191_MARK LOGO: USLS
 RJ0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0191+STABILITY: SURFACE MOTION
 RJ0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0191+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2008
 RJ0191
 RJ0191  HISTORY     - Date     Condition        Report By
 RJ0191  HISTORY     - 1969     MONUMENTED       USACE
 RJ0191  HISTORY     - 1969     GOOD             USLS
 RJ0191  HISTORY     - 1983     GOOD             NGS
 RJ0191  HISTORY     - 19950922 GOOD             NOS
 RJ0191  HISTORY     - 20080706 GOOD             GEOCAC
 RJ0191
 RJ0191                          STATION DESCRIPTION
 RJ0191
 RJ0191'DESCRIBED BY US LAKE SURVEY 1969
 RJ0191'AT NEEBISH ISLAND.
 RJ0191'COAST IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0191'3.4 MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES
 RJ0191'NORTH OF INTERSECTION OF 15 MILE ROAD AND BRANDER ROAD, IN
 RJ0191'EAST FACE AND 2.5 FEET SOUTH OF NORTHEAST CORNER OF NEEBISH
 RJ0191'ISLAND COAST GUARD STATION, 4 FEET ABOVE THE GROUND, BEING
 RJ0191'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE BRICK WALL.
 RJ0191
 RJ0191                          STATION RECOVERY (1983)
 RJ0191
 RJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0191'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0191'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0191'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0191'BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S COAST GUARD STATION, A
 RJ0191'USE DISK SET VERTICALLY IN THE EAST FACE AND 0.76 METERS (2.5 FT)
 RJ0191'SOUTH OF THE NORTHEAST CORNER OF AN OLD U.S. COAST GUARD BRICK
 RJ0191'BUILDING.
 RJ0191'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0191
 RJ0191                          STATION RECOVERY (1995)
 RJ0191
 RJ0191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0191'COAST IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.4 MILES
 RJ0191'(5.5 KM) NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES (3.9 KM)
 RJ0191'NORTH OF INTERSECTION OF 15 MILE (24.1 KM) ROAD AND BRANDER ROAD, IN
 RJ0191'EAST FACE AND 2.5 FEET (0.8 M) SOUTH OF NORTHEAST CORNER OF NEEBISH
 RJ0191'ISLAND COAST GUARD STATION, 4 FEET (1.2 M) ABOVE THE GROUND, BEING
 RJ0191'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE BRICK WALL.
 RJ0191'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.65
 RJ0191'MI) EAST ALONG 15 MILE (24.1 KM) ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0191'LANDING IN OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.40 MI) NORTH
 RJ0191'ALONG BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S COAST GUARD
 RJ0191'STATION, A USE DISK SET VERTICALLY IN THE EAST FACE AND 0.76 METERS
 RJ0191'(2.49 FT) SOUTH OF THE NORTHEAST CORNER OF AN OLD U.S.  COAST GUARD
 RJ0191'BRICK BUILDING.
 RJ0191
 RJ0191                          STATION RECOVERY (2008)
 RJ0191
 RJ0191'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 RJ0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0887 ***********************************************************************
 RJ0887  DESIGNATION -  COAST GUARD LOOKOUT 1 FLAGPOLE
 RJ0887  PID         -  RJ0887
 RJ0887  STATE/COUNTY-  MI/CHIPPEWA
 RJ0887  COUNTRY     -  US
 RJ0887  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0887
 RJ0887                         *CURRENT SURVEY CONTROL
 RJ0887  ______________________________________________________________________
 RJ0887* NAD 83(1994) POSITION- 46 15 17.78137(N) 084 06 06.77534(W)   ADJUSTED
 RJ0887* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0887  ______________________________________________________________________
 RJ0887  GEOID HEIGHT    -        -36.571 (meters)                     GEOID18
 RJ0887  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 RJ0887  HORZ ORDER      -  THIRD
 RJ0887
 RJ0887.The horizontal coordinates were established by classical geodetic methods
 RJ0887.and adjusted by the National Geodetic Survey in February 1997.
 RJ0887
 RJ0887.The orthometric height was scaled from a topographic map.
 RJ0887
 RJ0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0887.GEOID18 height accuracy estimate available here.
 RJ0887
 RJ0887.Click photographs - Photos may exist for this station.
 RJ0887
 RJ0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0887
 RJ0887. The following values were computed from the NAD 83(1994) position.
 RJ0887
 RJ0887;                    North         East     Units Scale Factor Converg.
 RJ0887;SPC MI N     -   167,644.221 8,223,393.040   MT  0.99990297   +2 05 41.0
 RJ0887;SPC MI N     -   550,013.85 26,979,635.96   iFT  0.99990297   +2 05 41.0
 RJ0887;SPC MI C     -   326,564.793 6,020,420.241   MT  1.00017592   +0 11 13.4
 RJ0887;SPC MI C     - 1,071,406.80 19,752,034.91   iFT  1.00017592   +0 11 13.4
 RJ0887;UTM  16      - 5,126,456.487   723,371.047   MT  1.00021338   +2 05 40.3
 RJ0887
 RJ0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0887!SPC MI N     -   0.99997814  x   0.99990297  =   0.99988111
 RJ0887!SPC MI C     -   0.99997814  x   1.00017592  =   1.00015406
 RJ0887!UTM  16      -   0.99997814  x   1.00021338  =   1.00019152
 RJ0887
 RJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2337126456(NAD 83)
 RJ0887
 RJ0887                          SUPERSEDED SURVEY CONTROL
 RJ0887
 RJ0887  NAD 83(1986)-  46 15 17.76050(N)    084 06 06.77880(W) AD(       ) 3
 RJ0887  NAD 27      -  46 15 17.70500(N)    084 06 06.68700(W) AD(       ) 3
 RJ0887
 RJ0887.Superseded values are not recommended for survey control.
 RJ0887
 RJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0887.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0887
 RJ0887_MARKER: 62 = FLAGPOLE
 RJ0887
 RJ0887  HISTORY     - Date     Condition        Report By
 RJ0887  HISTORY     - 1944     FIRST OBSERVED   IBC
 RJ0887  HISTORY     - 1968     GOOD             USACE
 RJ0887
 RJ0887                          STATION DESCRIPTION
 RJ0887
 RJ0887'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0887'THE FLAGPOLE USED BY THE U S COAST GUARD AT THEIR STATION ON JOHNSON
 RJ0887'POINT, THE E POINT OF RAINS ISLAND, ACROSS THE MUNUSCONG CHANNEL FROM
 RJ0887'THE RAINSMERE HOTEL, ST JOSEPH ISLAND.
 RJ0887
 RJ0887                          STATION RECOVERY (1968)
 RJ0887
 RJ0887'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1014 ***********************************************************************
 RJ1014  DESIGNATION -  COAST GUARD LOOKOUT NO 3
 RJ1014  PID         -  RJ1014
 RJ1014  STATE/COUNTY-  MI/CHIPPEWA
 RJ1014  COUNTRY     -  US
 RJ1014  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1014
 RJ1014                         *CURRENT SURVEY CONTROL
 RJ1014  ______________________________________________________________________
 RJ1014* NAD 83(1994) POSITION- 46 29 05.00685(N) 084 18 02.98312(W)   ADJUSTED
 RJ1014* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1014  ______________________________________________________________________
 RJ1014  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 RJ1014  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 RJ1014  HORZ ORDER      -  THIRD
 RJ1014
 RJ1014.The horizontal coordinates were established by classical geodetic methods
 RJ1014.and adjusted by the National Geodetic Survey in February 1997.
 RJ1014
 RJ1014.The orthometric height was scaled from a topographic map.
 RJ1014
 RJ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1014.GEOID18 height accuracy estimate available here.
 RJ1014
 RJ1014.Click photographs - Photos may exist for this station.
 RJ1014
 RJ1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1014
 RJ1014. The following values were computed from the NAD 83(1994) position.
 RJ1014
 RJ1014;                    North         East     Units Scale Factor Converg.
 RJ1014;SPC MI N     -   192,628.110 8,207,194.484   MT  0.99990888   +1 57 03.4
 RJ1014;SPC MI N     -   631,981.99 26,926,491.09   iFT  0.99990888   +1 57 03.4
 RJ1014;SPC MI C     -   352,081.809 6,005,056.711   MT  1.00027676   +0 02 47.4
 RJ1014;SPC MI C     - 1,155,124.05 19,701,629.63   iFT  1.00027676   +0 02 47.4
 RJ1014;UTM  16      - 5,151,445.993   707,166.631   MT  1.00012758   +1 57 29.2
 RJ1014
 RJ1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1014!SPC MI N     -   0.99997816  x   0.99990888  =   0.99988704
 RJ1014!SPC MI C     -   0.99997816  x   1.00027676  =   1.00025492
 RJ1014!UTM  16      -   0.99997816  x   1.00012758  =   1.00010574
 RJ1014
 RJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0716651445(NAD 83)
 RJ1014
 RJ1014                          SUPERSEDED SURVEY CONTROL
 RJ1014
 RJ1014  NAD 83(1986)-  46 29 04.99156(N)    084 18 02.99826(W) AD(       ) 3
 RJ1014  NAD 27      -  46 29 04.91000(N)    084 18 02.86000(W) AD(       ) 3
 RJ1014
 RJ1014.Superseded values are not recommended for survey control.
 RJ1014
 RJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1014.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1014
 RJ1014_MARKER: 82 = FINIAL
 RJ1014
 RJ1014  HISTORY     - Date     Condition        Report By
 RJ1014  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1014  HISTORY     - 1958     GOOD             IBC
 RJ1014
 RJ1014                          STATION DESCRIPTION
 RJ1014
 RJ1014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1014'CENTER OF FINIAL OF LOOKOUT TOWER LOCATED 2-1/4 MILES E OF SAULT
 RJ1014'STE MARIE POST OFFICE BUILDING, ON A SMALL ISLAND ON THE SW SIDE
 RJ1014'OF THE JUNCTION OF THE BOUNDARY CHANNEL AND SHIPS CHANNEL OF
 RJ1014'ST MARYS RIVER NEAR MISSION POINT.
 RJ1014
 RJ1014                          STATION RECOVERY (1958)
 RJ1014
 RJ1014'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0601 ***********************************************************************
 QK0601  DESIGNATION -  COATS
 QK0601  PID         -  QK0601
 QK0601  STATE/COUNTY-  MI/MACKINAC
 QK0601  COUNTRY     -  US
 QK0601  USGS QUAD   -  GOOSE ISLAND (2017)
 QK0601
 QK0601                         *CURRENT SURVEY CONTROL
 QK0601  ______________________________________________________________________
 QK0601* NAD 83(1994) POSITION- 45 57 36.53216(N) 084 25 52.44708(W)   ADJUSTED
 QK0601* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0601  ______________________________________________________________________
 QK0601  GEOID HEIGHT    -        -35.896 (meters)                     GEOID18
 QK0601  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 QK0601  HORZ ORDER      -  FIRST
 QK0601
 QK0601.The horizontal coordinates were established by classical geodetic methods
 QK0601.and adjusted by the National Geodetic Survey in February 1997.
 QK0601
 QK0601.The orthometric height was scaled from a topographic map.
 QK0601
 QK0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0601.GEOID18 height accuracy estimate available here.
 QK0601
 QK0601.Click photographs - Photos may exist for this station.
 QK0601
 QK0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0601
 QK0601. The following values were computed from the NAD 83(1994) position.
 QK0601
 QK0601;                    North         East     Units Scale Factor Converg.
 QK0601;SPC MI N     -   134,021.898 8,199,076.793   MT  0.99991885   +1 51 24.0
 QK0601;SPC MI N     -   439,704.39 26,899,858.24   iFT  0.99991885   +1 51 24.0
 QK0601;UTM  16      - 5,092,828.225   699,045.996   MT  1.00008708   +1 50 49.8
 QK0601
 QK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0601!SPC MI N     -   0.99997741  x   0.99991885  =   0.99989626
 QK0601!UTM  16      -   0.99997741  x   1.00008708  =   1.00006449
 QK0601
 QK0601:                Primary Azimuth Mark                     Grid Az
 QK0601:SPC MI N     -  GOOSE ISLAND                             180 25 37.5
 QK0601:UTM  16      -  GOOSE ISLAND                             180 26 11.7
 QK0601
 QK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9904592828(NAD 83)
 QK0601
 QK0601|---------------------------------------------------------------------|
 QK0601| PID    Reference Object                     Distance      Geod. Az  |
 QK0601|                                                           dddmmss.s |
 QK0601| QK0604 GOOSE ISLAND                        APPROX. 3.8 KM 1821701.5 |
 QK0601|---------------------------------------------------------------------|
 QK0601
 QK0601                          SUPERSEDED SURVEY CONTROL
 QK0601
 QK0601  NAD 83(1986)-  45 57 36.52364(N)    084 25 52.44505(W) AD(       ) 1
 QK0601  NAD 27      -  45 57 36.47700(N)    084 25 52.31300(W) AD(       ) 1
 QK0601
 QK0601.Superseded values are not recommended for survey control.
 QK0601
 QK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0601.See file dsdata.pdf to determine how the superseded data were derived.
 QK0601
 QK0601_MARKER: X = CHISELED CROSS
 QK0601_SETTING: 80 = SET IN A BOULDER
 QK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0601+STABILITY: SURFACE MOTION
 QK0601
 QK0601  HISTORY     - Date     Condition        Report By
 QK0601  HISTORY     - 1904     MONUMENTED       USLS
 QK0601  HISTORY     - 1964     GOOD             USLS
 QK0601
 QK0601                          STATION DESCRIPTION
 QK0601
 QK0601'DESCRIBED BY US LAKE SURVEY 1904
 QK0601'ON MARQUETTE ISLAND, ON NORTH SIDE OF STRAITS OF MACKINAC, NEAR
 QK0601'MIDDLE OF COATS POINT, ABOUT 495
 QK0601'METERS (1,624 FEET) FROM EXTREME WESTERLY END OF POINT, AND 60 METERS
 QK0601'(197 FEET) FROM NORTH SIDE.
 QK0601'UNDERGROUND MARK IS CROSS ON SMALL BOULDER BURIED
 QK0601'6 INCHES BELOW SURFACE OF GROUND, MARKED
 QK0601'U.S.L.S.  SURFACE MARK IS STONE 6
 QK0601'INCHES SQUARE.  REFERENCE MARK IS STONE, MARKED WITH ARROW
 QK0601'IN TRIANGLE, 30.3 FEET
 QK0601'SOUTHWEST OF STATION.
 QK0601
 QK0601                          STATION RECOVERY (1964)
 QK0601
 QK0601'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0601'TO REACH BY BOAT FROM HESSEL.  NEAR CENTER OF COATS POINT ON
 QK0601'MARQUETTE ISLAND.
 QK0601'ABOUT 1624 FEET FROM EXTREME WESTERLY END OF THE POINT.  ABOUT 200
 QK0601'FEET SOUTH OF SHORE OF THE
 QK0601'POINT.
 QK0601'
 QK0601'STATION IS CROSS CUT IN SMALL BOULDER WITH LETTERS USLS SURROUNDING
 QK0601'CROSS JUST BELOW
 QK0601'THE GROUND SURFACE.  AT THIS VISIT, THE REMAINS OF AN OLD LOG TRIPOD
 QK0601'WAS LAYING ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0073 ***********************************************************************
 OJ0073  DESIGNATION -  COBBLE USLS
 OJ0073  PID         -  OJ0073
 OJ0073  STATE/COUNTY-  MI/SANILAC
 OJ0073  COUNTRY     -  US
 OJ0073  USGS QUAD   -  CROSWELL (2017)
 OJ0073
 OJ0073                         *CURRENT SURVEY CONTROL
 OJ0073  ______________________________________________________________________
 OJ0073* NAD 83(1986) POSITION- 43 20 55.     (N) 082 32 15.     (W)   SCALED
 OJ0073* NAVD 88 ORTHO HEIGHT -   189.681 (meters)      622.31  (feet) ADJUSTED
 OJ0073  ______________________________________________________________________
 OJ0073  GEOID HEIGHT    -        -34.672 (meters)                     GEOID18
 OJ0073  DYNAMIC HEIGHT  -        189.643 (meters)      622.19  (feet) COMP
 OJ0073  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 OJ0073
 OJ0073  VERT ORDER      -  FIRST     CLASS 0
 OJ0073
 OJ0073.The horizontal coordinates were scaled from a map and have
 OJ0073.an estimated accuracy of +/- 6 seconds.
 OJ0073
 OJ0073.The orthometric height was determined by differential leveling and
 OJ0073.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0073.in June 1991.
 OJ0073
 OJ0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0073.GEOID18 height accuracy estimate available here.
 OJ0073
 OJ0073.Click photographs - Photos may exist for this station.
 OJ0073
 OJ0073.The dynamic height is computed by dividing the NAVD 88
 OJ0073.geopotential number by the normal gravity value computed on the
 OJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0073.degrees latitude (g = 980.6199 gals.).
 OJ0073
 OJ0073.The modeled gravity was interpolated from observed gravity values.
 OJ0073
 OJ0073;                    North         East    Units  Estimated Accuracy
 OJ0073;SPC MI S     -   206,950.    4,148,290.      MT  (+/- 180 meters Scaled)
 OJ0073
 OJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753006(NAD 83)
 OJ0073
 OJ0073                          SUPERSEDED SURVEY CONTROL
 OJ0073
 OJ0073  NGVD 29 (11/26/84)  189.803  (m)          622.71   (f) ADJUSTED    1 0
 OJ0073
 OJ0073.Superseded values are not recommended for survey control.
 OJ0073
 OJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0073.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0073
 OJ0073_MARKER: B = BOLT
 OJ0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0073_SP_SET: CULVERT
 OJ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0073
 OJ0073  HISTORY     - Date     Condition        Report By
 OJ0073  HISTORY     - 1970     MONUMENTED       USLS
 OJ0073  HISTORY     - 1970     GOOD             USLS
 OJ0073  HISTORY     - 1980     GOOD             NGS
 OJ0073  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0073
 OJ0073                          STATION DESCRIPTION
 OJ0073
 OJ0073'DESCRIBED BY US LAKE SURVEY 1970
 OJ0073'5.6 MI N FROM LEXINGTON.
 OJ0073'COBBLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 5.6 MILES NORTH OF
 OJ0073'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0073'LEXINGTON, 0.25 MILES SOUTH OF CENTERLINE OF SUERWIER ROAD,
 OJ0073'34 FEET EAST OF CENTERLINE OF HIGHWAY U.S. 25, 20.6 FEET NORTHWEST
 OJ0073'OF UTILITY POLE D.E. 45-6-40, 0.6 FEET SOUTH OF NORTH EDGE AND
 OJ0073'0.4 FEET EAST OF WEST EDGE OF A CONCRETE CULVERT, ABOUT 5 FEET
 OJ0073'BELOW THE HIGHWAY, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 OJ0073'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.  BM COBBLE
 OJ0073'1970.
 OJ0073
 OJ0073                          STATION RECOVERY (1980)
 OJ0073
 OJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0073'9.0 KILOMETERS (5.6 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0073'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.4 KILOMETER
 OJ0073'(0.24 MILE) SOUTH OF THE JUNCTION OF SUERWIER ROAD, 25.31 METERS
 OJ0073'(83,0 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR HOUSE NUMBER 2849,
 OJ0073'10.3 METERS (34.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0073'0.18 METER(0.6 FOOT) SOUTH OF THE NORTH END OF THE EAST HEADWALL.
 OJ0073'THE MARK IS 1.5 M BELOW HIGHWAY.
 OJ0073
 OJ0073                          STATION RECOVERY (1994)
 OJ0073
 OJ0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0631 ***********************************************************************
 NE0631  DESIGNATION -  COBO USLS
 NE0631  PID         -  NE0631
 NE0631  STATE/COUNTY-  MI/WAYNE
 NE0631  COUNTRY     -  US
 NE0631  USGS QUAD   -  DETROIT (2017)
 NE0631
 NE0631                         *CURRENT SURVEY CONTROL
 NE0631  ______________________________________________________________________
 NE0631* NAD 83(1986) POSITION- 42 19 28.     (N) 083 03 04.     (W)   SCALED
 NE0631* NAVD 88 ORTHO HEIGHT -   176.869 (meters)      580.28  (feet) ADJUSTED
 NE0631  ______________________________________________________________________
 NE0631  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 NE0631  DYNAMIC HEIGHT  -        176.816 (meters)      580.10  (feet) COMP
 NE0631  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 NE0631
 NE0631  VERT ORDER      -  FIRST     CLASS 0
 NE0631
 NE0631.The horizontal coordinates were scaled from a map and have
 NE0631.an estimated accuracy of +/- 6 seconds.
 NE0631
 NE0631.The orthometric height was determined by differential leveling and
 NE0631.adjusted by the NATIONAL GEODETIC SURVEY
 NE0631.in June 1991.
 NE0631
 NE0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0631.GEOID18 height accuracy estimate available here.
 NE0631
 NE0631.Click photographs - Photos may exist for this station.
 NE0631
 NE0631.The dynamic height is computed by dividing the NAVD 88
 NE0631.geopotential number by the normal gravity value computed on the
 NE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0631.degrees latitude (g = 980.6199 gals.).
 NE0631
 NE0631.The modeled gravity was interpolated from observed gravity values.
 NE0631
 NE0631;                    North         East    Units  Estimated Accuracy
 NE0631;SPC MI S     -    92,430.    4,108,430.      MT  (+/- 180 meters Scaled)
 NE0631
 NE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG309878(NAD 83)
 NE0631
 NE0631                          SUPERSEDED SURVEY CONTROL
 NE0631
 NE0631  NGVD 29 (??/??/92)  177.041  (m)          580.84   (f) ADJ UNCH    1 0
 NE0631
 NE0631.Superseded values are not recommended for survey control.
 NE0631
 NE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0631.See file dsdata.pdf to determine how the superseded data were derived.
 NE0631
 NE0631_MARKER: B = BOLT
 NE0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0631_SP_SET: WALL
 NE0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0631
 NE0631  HISTORY     - Date     Condition        Report By
 NE0631  HISTORY     - 1970     MONUMENTED       USLS
 NE0631  HISTORY     - 1970     GOOD             USLS
 NE0631  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0631  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0631
 NE0631                          STATION DESCRIPTION
 NE0631
 NE0631'DESCRIBED BY US LAKE SURVEY 1970
 NE0631'AT DETROIT.
 NE0631'COBO IS AT DETROIT, WAYNE COUNTY, MICHIGAN ON NORTH SIDE OF DETROIT
 NE0631'RIVER, JUST SOUTHWEST OF COBO HALL, 190.4 FEET NORTHEAST OF
 NE0631'SOUTHWEST FACE OF RETAINING WALL, 98.0 FEET SOUTH OF A UTILITY
 NE0631'POLE, 98 FEET SOUTHEAST OF CENTERLINE OF CIVIC CENTER DRIVE,
 NE0631'1.3 FEET NORTHWEST OF SOUTHEAST FACE OF RETAINING WALL, BEING
 NE0631'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO
 NE0631'THE TOP OF THE CONCRETE RETAINING WALL.  NOTE-- PREV. DESIG.
 NE0631'BM COBO 1970.
 NE0631
 NE0631                          STATION RECOVERY (1980)
 NE0631
 NE0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0631'MEN WORKING IN AREA OF MARK
 NE0631
 NE0631                          STATION RECOVERY (1999)
 NE0631
 NE0631'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0631'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0885 ***********************************************************************
 MC0885  DESIGNATION -  COBRA
 MC0885  PID         -  MC0885
 MC0885  STATE/COUNTY-  MI/MONROE
 MC0885  COUNTRY     -  US
 MC0885  USGS QUAD   -  STONY POINT (2017)
 MC0885
 MC0885                         *CURRENT SURVEY CONTROL
 MC0885  ______________________________________________________________________
 MC0885* NAD 83(1986) POSITION- 41 55 12.     (N) 083 20 18.     (W)   SCALED
 MC0885* NAVD 88 ORTHO HEIGHT -   175.309 (meters)      575.16  (feet) ADJUSTED
 MC0885  ______________________________________________________________________
 MC0885  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 MC0885  DYNAMIC HEIGHT  -        175.246 (meters)      574.95  (feet) COMP
 MC0885  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 MC0885
 MC0885  VERT ORDER      -  FIRST     CLASS 0
 MC0885
 MC0885.The horizontal coordinates were scaled from a map and have
 MC0885.an estimated accuracy of +/- 6 seconds.
 MC0885
 MC0885.The orthometric height was determined by differential leveling and
 MC0885.adjusted by the NATIONAL GEODETIC SURVEY
 MC0885.in June 1991.
 MC0885
 MC0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0885.GEOID18 height accuracy estimate available here.
 MC0885
 MC0885.Click photographs - Photos may exist for this station.
 MC0885
 MC0885.The dynamic height is computed by dividing the NAVD 88
 MC0885.geopotential number by the normal gravity value computed on the
 MC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0885.degrees latitude (g = 980.6199 gals.).
 MC0885
 MC0885.The modeled gravity was interpolated from observed gravity values.
 MC0885
 MC0885;                    North         East    Units  Estimated Accuracy
 MC0885;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0885
 MC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0885
 MC0885                          SUPERSEDED SURVEY CONTROL
 MC0885
 MC0885  NGVD 29 (??/??/92)  175.481  (m)          575.72   (f) ADJ UNCH    1 0
 MC0885
 MC0885.Superseded values are not recommended for survey control.
 MC0885
 MC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0885.See file dsdata.pdf to determine how the superseded data were derived.
 MC0885
 MC0885_MARKER: I = METAL ROD
 MC0885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0885+WITH SETTING: INFORMATION.
 MC0885_STAMPING: COBRA 1969
 MC0885_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0885
 MC0885  HISTORY     - Date     Condition        Report By
 MC0885  HISTORY     - 1969     MONUMENTED       USLS
 MC0885
 MC0885                          STATION DESCRIPTION
 MC0885
 MC0885'DESCRIBED BY US LAKE SURVEY 1969
 MC0885'IN MONROE.
 MC0885'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0885'SIDE OF PARK LAGOON, AT THE PARK HEADQUARTERS BUILDING, 73 FEET NORTH
 MC0885'OF B.M. COLORS, 36.7 FEET NORTHEAST OF B.M. 8247-Z, 0.9 FOOT SOUTHWEST
 MC0885'OF UTILITY POLE NO. DE 59 40 66, 1/4-FOOT BELOW THE GROUND SURFACE,
 MC0885'BEING HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 15
 MC0885'FEET LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1926 ***********************************************************************
 MD1926  DESIGNATION -  COLDPORT
 MD1926  PID         -  MD1926
 MD1926  STATE/COUNTY-  MI/BRANCH
 MD1926  COUNTRY     -  US
 MD1926  USGS QUAD   -  COLDWATER WEST (2017)
 MD1926
 MD1926                         *CURRENT SURVEY CONTROL
 MD1926  ______________________________________________________________________
 MD1926* NAD 83(2011) POSITION- 41 56 09.27876(N) 085 02 57.99812(W)   NO CHECK
 MD1926* NAD 83(2011) ELLIP HT-   256.271 (meters)        (06/27/12)   NO CHECK
 MD1926* NAD 83(2011) EPOCH   -  2010.00
 MD1926* NAVD 88 ORTHO HEIGHT -   289.7   (meters)      950.    (feet) GPS OBS
 MD1926  ______________________________________________________________________
 MD1926  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MD1926  GEOID HEIGHT    -        -33.286 (meters)                     GEOID93
 MD1926  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 MD1926  NAD 83(2011) X  -    410,074.434 (meters)                     COMP
 MD1926  NAD 83(2011) Y  - -4,734,222.931 (meters)                     COMP
 MD1926  NAD 83(2011) Z  -  4,240,482.316 (meters)                     COMP
 MD1926  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 MD1926
 MD1926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1926  Standards:
 MD1926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1926  -------------------------------------------------------------------
 MD1926  NETWORK    3.97   7.76           1.32   1.84   3.96     -0.01077294
 MD1926  -------------------------------------------------------------------
 MD1926  Click here for local accuracies and other accuracy information.
 MD1926
 MD1926.This mark is at Branch Co Mem Airport (D96)
 MD1926
 MD1926.The horizontal coordinates were established by GPS observations
 MD1926.and adjusted by the National Geodetic Survey in June 2012.
 MD1926
 MD1926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1926.been affixed to the stable North American tectonic plate. See 
 MD1926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1926
 MD1926.The horizontal coordinates are valid at the epoch date displayed above
 MD1926.which is a decimal equivalence of Year/Month/Day.
 MD1926
 MD1926.No horizontal observational check was made to the station.
 MD1926
 MD1926.The orthometric height was determined by GPS observations and a
 MD1926.high-resolution geoid model.
 MD1926
 MD1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1926.GEOID18 height accuracy estimate available here.
 MD1926
 MD1926.Click photographs - Photos may exist for this station.
 MD1926
 MD1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1926
 MD1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1926
 MD1926.The ellipsoidal height was determined by GPS observations
 MD1926.and is referenced to NAD 83.
 MD1926
 MD1926. The following values were computed from the NAD 83(2011) position.
 MD1926
 MD1926;                    North         East     Units Scale Factor Converg.
 MD1926;SPC MI S     -    48,650.820 3,943,372.850   MT  1.00004288   -0 27 52.7
 MD1926;SPC MI S     -   159,615.55 12,937,574.97   iFT  1.00004288   -0 27 52.7
 MD1926;UTM  16      - 4,644,500.397   661,705.801   MT  0.99992177   +1 18 13.8
 MD1926
 MD1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1926!SPC MI S     -   0.99995981  x   1.00004288  =   1.00000269
 MD1926!UTM  16      -   0.99995981  x   0.99992177  =   0.99988158
 MD1926
 MD1926:                Primary Azimuth Mark                     Grid Az
 MD1926:SPC MI S     -  COLDPORT AZ MK                           244 17 32.8
 MD1926:UTM  16      -  COLDPORT AZ MK                           242 31 26.3
 MD1926
 MD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6170544500(NAD 83)
 MD1926
 MD1926|---------------------------------------------------------------------|
 MD1926| PID    Reference Object                     Distance      Geod. Az  |
 MD1926|                                                           dddmmss.s |
 MD1926| MD1927 COLDPORT AZ MK                      APPROX. 0.6 KM 2434940.1 |
 MD1926|---------------------------------------------------------------------|
 MD1926
 MD1926                          SUPERSEDED SURVEY CONTROL
 MD1926
 MD1926  NAD 83(2007)-  41 56 09.27898(N)    085 02 57.99913(W) AD(2002.00) 0
 MD1926  ELLIP H (02/10/07)  256.287  (m)                       GP(2002.00)    
 MD1926  ELLIP H (07/12/02)  256.317  (m)                       GP(       ) 4 2
 MD1926  NAD 83(1994)-  41 56 09.27871(N)    085 02 57.99914(W) AD(       ) 1
 MD1926  ELLIP H (09/20/95)  256.334  (m)                       GP(       ) 1 2
 MD1926  NAD 83(1986)-  41 56 09.27680(N)    085 02 58.01577(W) AD(       ) 1
 MD1926  NAD 83(1986)-  41 56 09.27745(N)    085 02 57.99963(W) AD(       ) 3
 MD1926  NAVD 88 (09/30/91)  289.7    (m)  UNKNOWN  model used  GPS OBS        
 MD1926  NGVD 29 (03/27/91)  289.8    (m)  OSU 89B  model used  GPS OBS        
 MD1926
 MD1926.Superseded values are not recommended for survey control.
 MD1926
 MD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1926.See file dsdata.pdf to determine how the superseded data were derived.
 MD1926
 MD1926_MARKER: I = METAL ROD
 MD1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1926_STAMPING: COLDPORT 1989
 MD1926_MARK LOGO: NGS
 MD1926_PROJECTION: FLUSH
 MD1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1926+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1994
 MD1926_ROD/PIPE-DEPTH: 18.2 meters
 MD1926_SLEEVE-DEPTH  : 1.0 meters
 MD1926
 MD1926  HISTORY     - Date     Condition        Report By
 MD1926  HISTORY     - 1989     MONUMENTED       NGS
 MD1926  HISTORY     - 19940429 GOOD             NGS
 MD1926
 MD1926                          STATION DESCRIPTION
 MD1926
 MD1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1926'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF COLDWATER,
 MD1926'AT THE COLDWATER BRANCH COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST END
 MD1926'OF THE NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 06-24
 MD1926'AND A PARALLEL TAXIWAY.  OWNERSHIP---BRANCH COUNTY, C/O AIRPORT
 MD1926'MANAGER RON CORNELL, 1125 AIRPORT ROAD, COLDWATER MI 49036.  PHONE IS
 MD1926'(517) 279-7050 OR (517) 278-6516.
 MD1926'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS LOOP 69 AND U.S.
 MD1926'HIGHWAY 12 IN COLDWATER, GO WESTERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 MD1926'12 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH THEN WEST FOR 0.5 KM
 MD1926'(0.30 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 MD1926'SOUTH FOR 0.1 KM (0.05 MI) ON AN AIRPORT ENTRANCE ROAD, PASSING
 MD1926'BETWEEN THE AIRPORT OFFICE LEFT AND A HANGAR RIGHT, ACROSS AN APRON TO
 MD1926'THE STATION ON THE RIGHT JUST PAST A TAXIWAY RIGHT.
 MD1926'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1926'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.2 METERS IN A
 MD1926'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1926'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1926'LOCATED 22.8 M (74.8 FT) NORTHWEST FROM THE CENTER OF A 0.9 METER
 MD1926'METAL DRAIN COVER, 16.7 M (54.8 FT) SOUTH-SOUTHEAST FROM THE
 MD1926'SOUTH-SOUTHEAST EDGE OF AN APRON AND 15.7 M (51.5 FT) WEST-SOUTHWEST
 MD1926'FROM THE WEST-SOUTHWEST EDGE OF A CONNECTING TAXIWAY.
 MD1926'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1926'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MD1926
 MD1926                          STATION RECOVERY (1994)
 MD1926
 MD1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MD1926'STATION MARK RECOVERED IN GOOD CONDITION.  NO DATA AVAILABLE ON THE
 MD1926'AZIMUTH MARK.  STATION IS LOCATED ABOUT 3.5 KM (2.15 MI)
 MD1926'WEST-SOUTHWEST OF COLDWATER, AT THE BRANCH COUNTY MEMORIAL AIRPORT, IN
 MD1926'THE NORTH CORNER OF A LARGE GRASS AREA, AT THE JUNCTION OF THE APRON
 MD1926'AND THE TAXI LEADING TO RUNWAY 24.  OWNERSHIP--BRANCH COUNTY. AIRPORT
 MD1926'MANAGER IS ROBERT MURFIN, PHONE 517-279-7050.  TO REACH FROM THE
 MD1926'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND U.S. HIGHWAY 12
 MD1926'(EXIT 13) ON THE EAST SIDE OF COLDWATER, GO WEST ON HIGHWAY 12 THROUGH
 MD1926'TOWN FOR 5.97 KM (3.70 MI) TO A FORK AND STATE HIGHWAY 86 ON THE
 MD1926'RIGHT.  CONTINUE ON HIGHWAY 12 FOR 0.43 KM (0.25 MI) TO A PAVED ROAD
 MD1926'LEFT.  TURN LEFT, SOUTH, ON AIRPORT DRIVE FOR 0.48 KM (0.30 MI) TO A
 MD1926'PAVED DRIVE/TAXI ON THE LEFT JUST AFTER ROUNDING A CURVE.  TURN LEFT,
 MD1926'SOUTHEAST, PASSING BETWEEN HANGARS AND THE AIRPORT OFFICE, ON
 MD1926'DRIVE/TAXI, THEN APRON, FOR 0.11 KM (0.05 MI) TO THE END OF APRON AT
 MD1926'TAXI AND THE STATION ON THE RIGHT.  STATION IS 22.7 M (74.5 FT)
 MD1926'NORTHWEST OF THE CENTER OF A ROUND CATCH BASIN GRATE, 21.6 M (70.9 FT)
 MD1926'SOUTHWEST OF THE TAXI CENTER, 16.7 M (54.8 FT) SOUTHEAST OF THE EDGE
 MD1926'OF THE APRON/TAXI, AND 13.7 M (44.9 FT) SOUTH OF THE CENTER ONE OF
 MD1926'THREE TAXI LIGHTS.  DESCRIBED BY G.R.  HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1927 ***********************************************************************
 MD1927  DESIGNATION -  COLDPORT AZ MK
 MD1927  PID         -  MD1927
 MD1927  STATE/COUNTY-  MI/BRANCH
 MD1927  COUNTRY     -  US
 MD1927  USGS QUAD   -  COLDWATER WEST (2017)
 MD1927
 MD1927                         *CURRENT SURVEY CONTROL
 MD1927  ______________________________________________________________________
 MD1927* NAD 83(1994) POSITION- 41 56 00.21965(N) 085 03 22.68324(W)   ADJUSTED
 MD1927* NAD 83(1994) ELLIP HT-   257.751 (meters)        (07/17/02)   ADJUSTED
 MD1927* NAVD 88 ORTHO HEIGHT -   291.1   (meters)      955.    (feet) GPS OBS
 MD1927  ______________________________________________________________________
 MD1927  NAVD 88 orthometric height was determined with an earlier geoid model
 MD1927  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 MD1927  NAD 83(1994) X  -    409,524.047 (meters)                     COMP
 MD1927  NAD 83(1994) Y  - -4,734,459.170 (meters)                     COMP
 MD1927  NAD 83(1994) Z  -  4,240,275.372 (meters)                     COMP
 MD1927  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 MD1927  HORZ ORDER      -  FIRST
 MD1927  ELLP ORDER      -  FOURTH    CLASS I
 MD1927
 MD1927.The horizontal coordinates were established by GPS observations
 MD1927.and adjusted by the National Geodetic Survey in February 1997.
 MD1927
 MD1927.The orthometric height was determined by GPS observations and a
 MD1927.high-resolution geoid model.
 MD1927
 MD1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1927.GEOID18 height accuracy estimate available here.
 MD1927
 MD1927.Click photographs - Photos may exist for this station.
 MD1927
 MD1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1927
 MD1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1927
 MD1927.The ellipsoidal height was determined by GPS observations
 MD1927.and is referenced to NAD 83.
 MD1927
 MD1927. The following values were computed from the NAD 83(1994) position.
 MD1927
 MD1927;                    North         East     Units Scale Factor Converg.
 MD1927;SPC MI S     -    48,375.949 3,942,801.879   MT  1.00004360   -0 28 09.5
 MD1927;SPC MI S     -   158,713.74 12,935,701.70   iFT  1.00004360   -0 28 09.5
 MD1927;UTM  16      - 4,644,208.072   661,143.654   MT  0.99991954   +1 17 57.1
 MD1927
 MD1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1927!SPC MI S     -   0.99995958  x   1.00004360  =   1.00000317
 MD1927!UTM  16      -   0.99995958  x   0.99991954  =   0.99987912
 MD1927
 MD1927:                Primary Azimuth Mark                     Grid Az
 MD1927:SPC MI S     -  COLDPORT                                 064 17 33.1
 MD1927:UTM  16      -  COLDPORT                                 062 31 26.5
 MD1927
 MD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6114344208(NAD 83)
 MD1927
 MD1927|---------------------------------------------------------------------|
 MD1927| PID    Reference Object                     Distance      Geod. Az  |
 MD1927|                                                           dddmmss.s |
 MD1927| MD1926 COLDPORT                            APPROX. 0.6 KM 0634923.6 |
 MD1927|---------------------------------------------------------------------|
 MD1927
 MD1927                          SUPERSEDED SURVEY CONTROL
 MD1927
 MD1927  ELLIP H (02/03/97)  257.768  (m)                       GP(       ) 4 1
 MD1927  NAD 83(1986)-  41 56 00.21775(N)    085 03 22.69982(W) AD(       ) 1
 MD1927  NAD 83(1986)-  41 56 00.21839(N)    085 03 22.68370(W) AD(       ) 3
 MD1927  NGVD 29 (03/27/91)  291.2    (m)  OSU 89B  model used  GPS OBS        
 MD1927
 MD1927.Superseded values are not recommended for survey control.
 MD1927
 MD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1927.See file dsdata.pdf to determine how the superseded data were derived.
 MD1927
 MD1927_MARKER: I = METAL ROD
 MD1927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1927_STAMPING: COLDPORT AZ MK 1989
 MD1927_MARK LOGO: NGS
 MD1927_PROJECTION: FLUSH
 MD1927_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1927+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MD1927_ROD/PIPE-DEPTH: 16.5 meters
 MD1927_SLEEVE-DEPTH  : 1.0 meters
 MD1927
 MD1927  HISTORY     - Date     Condition        Report By
 MD1927  HISTORY     - 1989     MONUMENTED       NGS
 MD1927
 MD1927                          STATION DESCRIPTION
 MD1927
 MD1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1927'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF COLDWATER,
 MD1927'AT THE COLDWATER BRANCH COUNTY MEMORIAL AIRPORT, IN THE SOUTHWEST END
 MD1927'OF THE NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 06-24
 MD1927'AND A PARALLEL TAXIWAY.  OWNERSHIP---BRANCH COUNTY, C/O AIRPORT
 MD1927'MANAGER RON CORNELL, 1125 AIRPORT ROAD, COLDWATER MI 49036.  PHONE IS
 MD1927'(517) 279-7050 OR (517) 278-6516.
 MD1927'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS LOOP 69 AND U.S.
 MD1927'HIGHWAY 12 IN COLDWATER, GO WESTERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 MD1927'12 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH THEN WEST FOR 0.5 KM
 MD1927'(0.30 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 MD1927'SOUTH FOR 0.1 KM (0.05 MI) ON AN AIRPORT ENTRANCE ROAD, PASSING THE
 MD1927'AIRPORT OFFICE LEFT AND A HANGAR RIGHT, ACROSS AN APRON TO A PARALLEL
 MD1927'TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.7 KM (0.45 MI) ON
 MD1927'THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A CONNECTING
 MD1927'TAXIWAY LEFT.
 MD1927'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1927'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 16.5 METERS IN A GREASE
 MD1927'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MD1927'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MD1927'23.2 M (76.1 FT) NORTH FROM THE NORTHEAST END OF A 0.4 METER ROUND
 MD1927'CONCRETE CULVERT UNDER A CONNECTING TAXIWAY, 17.4 M (57.1 FT)
 MD1927'SOUTH-SOUTHEAST FROM THE SOUTH-SOUTHEAST EDGE OF A PARALLEL TAXIWAY
 MD1927'AND 15.7 M (51.5 FT) EAST-NORTHEAST FROM THE EAST-NORTHEAST EDGE OF A
 MD1927'CONNECTING TAXIWAY.
 MD1927'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1927'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0613 ***********************************************************************
 MD0613  DESIGNATION -  COLDWATER
 MD0613  PID         -  MD0613
 MD0613  STATE/COUNTY-  MI/BRANCH
 MD0613  COUNTRY     -  US
 MD0613  USGS QUAD   -  COLDWATER WEST (2017)
 MD0613
 MD0613                         *CURRENT SURVEY CONTROL
 MD0613  ______________________________________________________________________
 MD0613* NAD 83(1994) POSITION- 41 56 25.55540(N) 085 00 02.14571(W)   ADJUSTED
 MD0613* NAD 83(1994) ELLIP HT-   261.860 (meters)        (07/17/02)   ADJUSTED
 MD0613* NAVD 88 ORTHO HEIGHT -   295.282 (meters)      968.77  (feet) ADJUSTED
 MD0613  ______________________________________________________________________
 MD0613  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 MD0613  NAD 83(1994) X  -    414,081.590 (meters)                     COMP
 MD0613  NAD 83(1994) Y  - -4,733,541.376 (meters)                     COMP
 MD0613  NAD 83(1994) Z  -  4,240,859.628 (meters)                     COMP
 MD0613  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 MD0613  DYNAMIC HEIGHT  -        295.176 (meters)      968.42  (feet) COMP
 MD0613  MODELED GRAVITY -    980,254.5   (mgal)                       NAVD 88
 MD0613
 MD0613  HORZ ORDER      -  FIRST
 MD0613  VERT ORDER      -  SECOND    CLASS 0
 MD0613  ELLP ORDER      -  FOURTH    CLASS I
 MD0613
 MD0613.The horizontal coordinates were established by GPS observations
 MD0613.and adjusted by the National Geodetic Survey in February 1997.
 MD0613
 MD0613.The orthometric height was determined by differential leveling and
 MD0613.adjusted by the NATIONAL GEODETIC SURVEY
 MD0613.in June 1991.
 MD0613
 MD0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0613.GEOID18 height accuracy estimate available here.
 MD0613
 MD0613.Click photographs - Photos may exist for this station.
 MD0613
 MD0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0613
 MD0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0613
 MD0613.The ellipsoidal height was determined by GPS observations
 MD0613.and is referenced to NAD 83.
 MD0613
 MD0613.The dynamic height is computed by dividing the NAVD 88
 MD0613.geopotential number by the normal gravity value computed on the
 MD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0613.degrees latitude (g = 980.6199 gals.).
 MD0613
 MD0613.The modeled gravity was interpolated from observed gravity values.
 MD0613
 MD0613. The following values were computed from the NAD 83(1994) position.
 MD0613
 MD0613;                    North         East     Units Scale Factor Converg.
 MD0613;SPC MI S     -    49,121.337 3,947,427.824   MT  1.00004159   -0 25 53.1
 MD0613;SPC MI S     -   161,159.24 12,950,878.69   iFT  1.00004159   -0 25 53.1
 MD0613;UTM  16      - 4,645,095.748   665,743.872   MT  0.99993804   +1 20 11.8
 MD0613
 MD0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0613!SPC MI S     -   0.99995893  x   1.00004159  =   1.00000052
 MD0613!UTM  16      -   0.99995893  x   0.99993804  =   0.99989697
 MD0613
 MD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6574345095(NAD 83)
 MD0613
 MD0613                          SUPERSEDED SURVEY CONTROL
 MD0613
 MD0613  ELLIP H (02/03/97)  261.878  (m)                       GP(       ) 4 1
 MD0613  NAD 83(1986)-  41 56 25.55347(N)    085 00 02.16193(W) AD(       ) 1
 MD0613  NAD 83(1986)-  41 56 25.55411(N)    085 00 02.14652(W) AD(       ) 3
 MD0613  NAVD 88             295.28   (m)          968.8    (f) LEVELING    3  
 MD0613  NGVD 29 (??/??/92)  295.412  (m)          969.20   (f) ADJ UNCH    2 0
 MD0613  NGVD 29             295.41   (m)          969.2    (f) LEVELING    3  
 MD0613
 MD0613.Superseded values are not recommended for survey control.
 MD0613
 MD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0613.See file dsdata.pdf to determine how the superseded data were derived.
 MD0613
 MD0613_MARKER: DB = BENCH MARK DISK
 MD0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0613_STAMPING: COLDWATER 1934 969.198
 MD0613_MARK LOGO: CGS
 MD0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0613+STABILITY: SURFACE MOTION
 MD0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0613+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2019
 MD0613
 MD0613  HISTORY     - Date     Condition        Report By
 MD0613  HISTORY     - 1934     MONUMENTED       CGS
 MD0613  HISTORY     - 1976     GOOD             MIDH
 MD0613  HISTORY     - 19891204 GOOD             NGS
 MD0613  HISTORY     - 20000426 GOOD             WOOLPT
 MD0613  HISTORY     - 20061219 GOOD             HEI
 MD0613  HISTORY     - 20191121 GOOD             MIDT
 MD0613
 MD0613                          STATION DESCRIPTION
 MD0613
 MD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0613'AT COLDWATER.
 MD0613'AT COLDWATER, BRANCH COUNTY, AT THE SOUTHEAST CORNER OF THE
 MD0613'INTERSECTION OF U.S. HIGHWAY 112 AND U.S. HIGHWAY 27, IN THE CITY
 MD0613'PARK, 11.2 FEET WEST OF THE NORTH CORNER OF THE CURB AROUND THE
 MD0613'BASE OF THE CIVIL WAR MEMORIAL, 11.6 FEET SOUTHEAST OF A 20-INCH
 MD0613'MAPLE TREE, AND 11 YARDS EAST OF THE EAST CURB OF U.S. HIGHWAY 27.
 MD0613'A STANDARD DISK, STAMPED 969.198 COLDWATER 1934 AND SET IN THE
 MD0613'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MD0613
 MD0613                          STATION RECOVERY (1976)
 MD0613
 MD0613'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD0613'RECOVERED IN GOOD CONDITION.
 MD0613
 MD0613                          STATION RECOVERY (1989)
 MD0613
 MD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD0613'RECOVERED IN GOOD CONDITION.
 MD0613
 MD0613                          STATION RECOVERY (2000)
 MD0613
 MD0613'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 MD0613'THE STATION IS LOCATED IN COLDWATER AT THE JUNCTION OF EAST CHICAGO
 MD0613'STREET (US ROUTE 12) AND DIVISION STREET, NEAR THE CIVIL WAR MONUMENT.
 MD0613'OWNERSHIP-- CITY OF COLDWATER, NO PHONE NUMBER. TO REACH THE STATION
 MD0613'FROM THE JUNCTION OF INTERSTATE 69/STATE ROUTE 27 AND CHICAGO ROAD (US
 MD0613'ROUTE 12) , PROCEED WEST 1.45 MI (2.33 KM) ALONG CHICAGO ROAD TO THE
 MD0613'JUNCTION OF DIVISION STREET AND THE STATION ON THE LEFT. THE STATION
 MD0613'IS LOCATED 7.182 M (23.563 FT) SOUTH 03 DEGREES EAST OF A LIGHT POLE,
 MD0613'6.992 M (22.940 FT) NORTH 79 DEGREES WEST OF A 1.2 FT (0.4 M) DIAMTER
 MD0613'TREE, 3.960 M (12.992 FT) NORTH 08 DEGREES WEST OF THE NORTHWEST
 MD0613'CORNER OF THE CIVIL WAR MONUMENT, AND IS 3.910 M (12.828 FT) SOUTH 53
 MD0613'DEGREES EAST FROM A 1 M (3.3 FT) TALL CONCRETE POST.  THE STATION IS A
 MD0613'STANDARD US COAST AND GEODETIC SURVEY BENCHMARK DISK
 MD0613'STAMPED--COLDWATER 969.198 1934-- SET IN THE TOP OF A CONCRETE POST.
 MD0613
 MD0613                          STATION RECOVERY (2006)
 MD0613
 MD0613'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 MD0613'RECOVERED IN GOOD CONDITION.
 MD0613
 MD0613                          STATION RECOVERY (2019)
 MD0613
 MD0613'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2019 (JB)
 MD0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1871 ***********************************************************************
 MD1871  DESIGNATION -  COLDWATER CABLE TV MAST
 MD1871  PID         -  MD1871
 MD1871  STATE/COUNTY-  MI/BRANCH
 MD1871  COUNTRY     -  US
 MD1871  USGS QUAD   -  COLDWATER EAST (2017)
 MD1871
 MD1871                         *CURRENT SURVEY CONTROL
 MD1871  ______________________________________________________________________
 MD1871* NAD 83(1994) POSITION- 41 56 18.82751(N) 084 57 11.81597(W)   ADJUSTED
 MD1871  ______________________________________________________________________
 MD1871  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 MD1871  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 MD1871  HORZ ORDER      -  THIRD
 MD1871
 MD1871.The horizontal coordinates were established by classical geodetic methods
 MD1871.and adjusted by the National Geodetic Survey in February 1997.
 MD1871
 MD1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1871.GEOID18 height accuracy estimate available here.
 MD1871
 MD1871.Click photographs - Photos may exist for this station.
 MD1871
 MD1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1871
 MD1871. The following values were computed from the NAD 83(1994) position.
 MD1871
 MD1871;                    North         East     Units Scale Factor Converg.
 MD1871;SPC MI S     -    48,885.314 3,951,350.078   MT  1.00004213   -0 23 57.2
 MD1871;SPC MI S     -   160,384.89 12,963,746.98   iFT  1.00004213   -0 23 57.2
 MD1871;UTM  16      - 4,644,980.840   669,671.164   MT  0.99995425   +1 22 05.6
 MD1871
 MD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6967144980(NAD 83)
 MD1871
 MD1871                          SUPERSEDED SURVEY CONTROL
 MD1871
 MD1871  NAD 83(1986)-  41 56 18.82781(N)    084 57 11.82896(W) AD(       ) 3
 MD1871  NAD 27      -  41 56 18.66065(N)    084 57 11.93899(W) AD(       ) 3
 MD1871
 MD1871.Superseded values are not recommended for survey control.
 MD1871
 MD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1871.See file dsdata.pdf to determine how the superseded data were derived.
 MD1871
 MD1871_MARKER: 42 = RADIO/TV MAST
 MD1871
 MD1871  HISTORY     - Date     Condition        Report By
 MD1871  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1871
 MD1871                          STATION DESCRIPTION
 MD1871
 MD1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1871'COLDWATER, CABLE TELEVISION MAST IS LOCATED ABOUT 2 MILES EAST
 MD1871'OF COLDWATER.  IT
 MD1871'IS OWNED AND OPERATED BY COLDWATER CABLEVISION INCORPORATED, 364
 MD1871'MARSHALL STREET, COLDWATER, MICHIGAN.
 MD1871'
 MD1871'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 MD1871'ALTERNATELY RED
 MD1871'AND WHITE, LIGHTED, AND HAS NUMEROUS ANTENNAE NEAR
 MD1871'THE TOP.  IT HAS AN OVERALL HEIGHT
 MD1871'OF 403 FEET.
 MD1871'
 MD1871'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 MD1871'
 MD1871'NOTE- AT THE TIME THIS STATION WAS VISITED IT WAS STATED THAT
 MD1871'THIS MAST WOULD BE
 MD1871'TORN DOWN AND REPLACED BY A TALLER ONE IN THE
 MD1871'VERY NEAR FUTURE.  POINT SELECTED FOR
 MD1871'THE NEW ONE WAS ABOUT 10 FEET
 MD1871'TO THE EAST OF THE PRESENT ONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI0200 ***********************************************************************
 DI0200  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0200  DESIGNATION -  COLDWATER CORS ARP
 DI0200  CORS_ID     -  MICW
 DI0200  PID         -  DI0200
 DI0200  STATE/COUNTY-  MI/BRANCH
 DI0200  COUNTRY     -  US
 DI0200  USGS QUAD   -  COLDWATER EAST (2017)
 DI0200
 DI0200                         *CURRENT SURVEY CONTROL
 DI0200  ______________________________________________________________________
 DI0200* NAD 83(2011) POSITION- 41 56 22.92712(N) 084 58 47.46206(W)   ADJUSTED
 DI0200* NAD 83(2011) ELLIP HT-   267.514 (meters)        (04/??/25)   ADJUSTED
 DI0200* NAD 83(2011) EPOCH   -  2010.00
 DI0200  ______________________________________________________________________
 DI0200  GEOID HEIGHT    -        -33.461 (meters)                     GEOID18
 DI0200  NAD 83(2011) X  -    415,800.578 (meters)                     COMP
 DI0200  NAD 83(2011) Y  - -4,733,449.319 (meters)                     COMP
 DI0200  NAD 83(2011) Z  -  4,240,803.086 (meters)                     COMP
 DI0200
 DI0200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0200  Standards:
 DI0200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0200  -------------------------------------------------------------------
 DI0200  NETWORK    0.18   0.22           0.07   0.07   0.11     -0.34412600
 DI0200  -------------------------------------------------------------------
 DI0200
 DI0200.The coordinates were established by GPS observations
 DI0200.and adjusted by the National Geodetic Survey in April 2025.
 DI0200
 DI0200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0200.been affixed to the stable North American Tectonic Plate. 
 DI0200
 DI0200.The coordinates are valid at the epoch date displayed above
 DI0200.which is a decimal equivalence of Year/Month/Day.
 DI0200
 DI0200.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI0200.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI0200.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI0200.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI0200.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI0200.published epoch of 2010.00.
 DI0200
 DI0200.Additional information on MYCS is available at:
 DI0200.https://geodesy.noaa.gov/CORS/index.shtml
 DI0200
 DI0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0200.GEOID18 height accuracy estimate available here.
 DI0200
 DI0200.The PID for the CORS L1 Phase Center is DR5954.
 DI0200
 DI0200.Click photographs - Photos may exist for this station.
 DI0200
 DI0200.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0200
 DI0200.The ellipsoidal height was determined by GPS observations
 DI0200.and is referenced to NAD 83.
 DI0200
 DI0200. The following values were computed from the NAD 83(2011) position.
 DI0200
 DI0200;                    North         East     Units Scale Factor Converg.
 DI0200;SPC MI S     -    49,027.503 3,949,147.637   MT  1.00004180   -0 25 02.2
 DI0200;SPC MI S     -   160,851.39 12,956,521.12   iFT  1.00004180   -0 25 02.2
 DI0200;UTM  16      - 4,645,055.019   667,465.589   MT  0.99994510   +1 21 01.7
 DI0200
 DI0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0200!SPC MI S     -   0.99995804  x   1.00004180  =   0.99999984
 DI0200!UTM  16      -   0.99995804  x   0.99994510  =   0.99990315
 DI0200
 DI0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6746545055(NAD 83)
 DI0200
 DI0200                          SUPERSEDED SURVEY CONTROL
 DI0200
 DI0200  NAD 83(2011)-  41 56 22.92730(N)    084 58 47.46219(W) AD(2010.00) c
 DI0200  ELLIP H (06/??/19)  267.525  (m)                       GP(2010.00) c c
 DI0200  NAD 83(2011)-  41 56 22.92713(N)    084 58 47.46180(W) AD(2010.00) c
 DI0200  NAD 83(2011)-  41 56 22.92722(N)    084 58 47.46197(W) AD(2010.00) c
 DI0200  ELLIP H (08/??/11)  267.512  (m)                       GP(2010.00) c c
 DI0200  NAD 83(CORS)-  41 56 22.92731(N)    084 58 47.46237(W) AD(2002.00) c
 DI0200  ELLIP H (06/??/06)  267.525  (m)                       GP(2002.00) c c
 DI0200
 DI0200.Superseded values are not recommended for survey control.
 DI0200
 DI0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0200.See file dsdata.pdf to determine how the superseded data were derived.
 DI0200
 DI0200_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0200
 DI0200                          STATION DESCRIPTION
 DI0200
 DI0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI0200'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI0200'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI0200'AND LOG FILES ACCESSIBLE AT:
 DI0200'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1468 ***********************************************************************
 MD1468  DESIGNATION -  COLDWATER NW MUN TANK
 MD1468  PID         -  MD1468
 MD1468  STATE/COUNTY-  MI/BRANCH
 MD1468  COUNTRY     -  US
 MD1468  USGS QUAD   -  COLDWATER WEST (2017)
 MD1468
 MD1468                         *CURRENT SURVEY CONTROL
 MD1468  ______________________________________________________________________
 MD1468* NAD 83(1994) POSITION- 41 57 07.98251(N) 085 00 55.38277(W)   ADJUSTED
 MD1468  ______________________________________________________________________
 MD1468  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 MD1468  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 MD1468  HORZ ORDER      -  THIRD
 MD1468
 MD1468.The horizontal coordinates were established by classical geodetic methods
 MD1468.and adjusted by the National Geodetic Survey in February 1997.
 MD1468
 MD1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1468.GEOID18 height accuracy estimate available here.
 MD1468
 MD1468.Click photographs - Photos may exist for this station.
 MD1468
 MD1468.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1468
 MD1468. The following values were computed from the NAD 83(1994) position.
 MD1468
 MD1468;                    North         East     Units Scale Factor Converg.
 MD1468;SPC MI S     -    50,439.713 3,946,211.550   MT  1.00003826   -0 26 29.3
 MD1468;SPC MI S     -   165,484.62 12,946,888.29   iFT  1.00003826   -0 26 29.3
 MD1468;UTM  16      - 4,646,375.831   664,487.627   MT  0.99993294   +1 19 37.3
 MD1468
 MD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6448746375(NAD 83)
 MD1468
 MD1468                          SUPERSEDED SURVEY CONTROL
 MD1468
 MD1468  NAD 83(1986)-  41 57 07.98237(N)    085 00 55.39449(W) AD(       ) 3
 MD1468  NAD 27      -  41 57 07.82036(N)    085 00 55.50535(W) AD(       ) 3
 MD1468
 MD1468.Superseded values are not recommended for survey control.
 MD1468
 MD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1468.See file dsdata.pdf to determine how the superseded data were derived.
 MD1468
 MD1468_MARKER: 53 = ELEVATED TANK
 MD1468
 MD1468  HISTORY     - Date     Condition        Report By
 MD1468  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1468
 MD1468                          STATION DESCRIPTION
 MD1468
 MD1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1468'COLDWATER, NORTHWEST MUNICIPAL WATER TANK IS LOCATED IN THE EXTREME
 MD1468'NORTHWEST PART OF
 MD1468'COLDWATER, ABOUT 0.2 MILE EAST OF THE INTERSECTION
 MD1468'OF WESTERN AVENUE NORTH AND BISHOP
 MD1468'AVENUE, AND JUST NORTH
 MD1468'OF THE LAKE JUNIOR HIGH SCHOOL.  IT IS A 10-LEGGED
 MD1468'STEEL STRUCTURE,
 MD1468'PAINTED LIGHT BLUE, WITH AN ELLIPSOIDAL TANK, AND HAS AN OVERALL
 MD1468'HEIGHT OF 155
 MD1468'FEET.
 MD1468'
 MD1468'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1016 ***********************************************************************
 OJ1016  DESIGNATION -  COLE
 OJ1016  PID         -  OJ1016
 OJ1016  STATE/COUNTY-  MI/TUSCOLA
 OJ1016  COUNTRY     -  US
 OJ1016  USGS QUAD   -  GILFORD (2017)
 OJ1016
 OJ1016                         *CURRENT SURVEY CONTROL
 OJ1016  ______________________________________________________________________
 OJ1016* NAD 83(1994) POSITION- 43 26 54.21125(N) 083 31 22.87116(W)   ADJUSTED
 OJ1016* NAVD 88 ORTHO HEIGHT -   241.06  (+/-2cm)      790.9   (feet) VERTCON3
 OJ1016  ______________________________________________________________________
 OJ1016  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 OJ1016  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 OJ1016  OBS GRAVITY     -    980,407.5   (mgal)                       GRAV_OBS
 OJ1016
 OJ1016  HORZ ORDER      -  FIRST
 OJ1016  VERT ORDER      -  THIRD ? (See Below)
 OJ1016
 OJ1016.The horizontal coordinates were established by classical geodetic methods
 OJ1016.and adjusted by the National Geodetic Survey in February 1997.
 OJ1016
 OJ1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1016
 OJ1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1016.GEOID18 height accuracy estimate available here.
 OJ1016
 OJ1016.The vertical order pertains to the NGVD 29 superseded value.
 OJ1016
 OJ1016.Click photographs - Photos may exist for this station.
 OJ1016
 OJ1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1016
 OJ1016.The observed gravity was obtained from relative gravimeter ties
 OJ1016.to the IGSN71 gravity network.
 OJ1016
 OJ1016. The following values were computed from the NAD 83(1994) position.
 OJ1016
 OJ1016;                    North         East     Units Scale Factor Converg.
 OJ1016;SPC MI S     -   216,770.099 4,068,285.244   MT  0.99995519   +0 34 26.9
 OJ1016;SPC MI S     -   711,187.99 13,347,392.53   iFT  0.99995519   +0 34 26.9
 OJ1016;UTM  17      - 4,813,702.073   295,850.839   MT  1.00011268   -1 44 08.5
 OJ1016
 OJ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1016!SPC MI S     -   0.99996758  x   0.99995519  =   0.99992277
 OJ1016!UTM  17      -   0.99996758  x   1.00011268  =   1.00008026
 OJ1016
 OJ1016:                Primary Azimuth Mark                     Grid Az
 OJ1016:SPC MI S     -  CARO                                     052 24 09.8
 OJ1016:UTM  17      -  CARO                                     054 42 45.2
 OJ1016
 OJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9585013702(NAD 83)
 OJ1016
 OJ1016|---------------------------------------------------------------------|
 OJ1016| PID    Reference Object                     Distance      Geod. Az  |
 OJ1016|                                                           dddmmss.s |
 OJ1016| CH0907 RED SCHOOL CENTER CHIMNEY                          0094456.5 |
 OJ1016| CH0906 COLE AZ MK                                         0235051.0 |
 OJ1016| OJ1158 COLE AZ MK 2                        APPROX. 0.6 KM 0463301.2 |
 OJ1016| OJ0926 CARO                                APPROX.17.6 KM 0525836.7 |
 OJ1016| OJ1159 COLE RM 1                            35.387 METERS 06004     |
 OJ1016| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX. 6.5 KM 0845328.0 |
 OJ1016| OJ1013 CARO STATE HOSPITAL TANK            APPROX. 6.6 KM 0851552.0 |
 OJ1016| OJ1160 COLE RM 2                            35.387 METERS 16310     |
 OJ1016| OJ1017 VASSAR MUNICIPAL STANDPIPE          APPROX.10.0 KM 2111357.6 |
 OJ1016|---------------------------------------------------------------------|
 OJ1016
 OJ1016                          SUPERSEDED SURVEY CONTROL
 OJ1016
 OJ1016  NAD 83(1986)-  43 26 54.20108(N)    083 31 22.89978(W) AD(       ) 1
 OJ1016  NAD 27      -  43 26 54.12100(N)    083 31 23.05800(W) AD(       ) 1
 OJ1016  NGVD 29             241.19   (m)          791.3    (f) LEVELING    3  
 OJ1016
 OJ1016.Superseded values are not recommended for survey control.
 OJ1016
 OJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1016.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1016
 OJ1016_MARKER: DS = TRIANGULATION STATION DISK
 OJ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1016_STAMPING: COLE 1932
 OJ1016_MARK LOGO: CGS
 OJ1016_PROJECTION: RECESSED 12 CENTIMETERS
 OJ1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1016+STABILITY: SURFACE MOTION
 OJ1016
 OJ1016  HISTORY     - Date     Condition        Report By
 OJ1016  HISTORY     - 1932     MONUMENTED       CGS
 OJ1016  HISTORY     - 1943     GOOD             CGS
 OJ1016  HISTORY     - 1966     GOOD             CGS
 OJ1016  HISTORY     - 19821013 GOOD             NGS
 OJ1016  HISTORY     - 19990530 GOOD             USPSQD
 OJ1016
 OJ1016                          STATION DESCRIPTION
 OJ1016
 OJ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1016'ABOUT 9 MILES E OF REESE, 8 MILES W OF CARO, IN THE VILLAGE OF
 OJ1016'WATROUSVILLE, IN NE 1/4 SEC. 16, T.  12 N., R. 8 E. ON LAND OWNED BY
 OJ1016'MAURICE COLE, IN HIS BARNYARD ON W SIDE OF ROAD WHICH IS ON OPPOSITE
 OJ1016'SIDE FROM HIS HOUSE, 58 FEET W OF CENTER LINE OF ROAD, 37.3 FEET ENE
 OJ1016'OF SE CORNER OF BARN, AND 65.3 FEET SE OF NE CORNER OF BARN.  TO REACH
 OJ1016'FROM CARO, GO W 8 MILES ON ROUTE M 81 TO CROSSROADS AT WATROUSVILLE,
 OJ1016'AND PROCEED S 0.25 MILE ON GRAVEL COUNTY ROAD TO SUMMIT OF GRADE AND
 OJ1016'STATION SITE.
 OJ1016'
 OJ1016'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 OJ1016'NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND
 OJ1016'AZIMUTH MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 1 PROJECTS 4 INCHES, IS ON RIGHT-OF-WAY OF COUNTY ROAD,
 OJ1016'23 FEET E OF CENTER LINE OF ROAD, 11 FEET S OF 15-INCH MAPLE TREE, 70
 OJ1016'YARDS NW OF COLES RESIDENCE, AND 94.45 FEET FROM STATION IN AZIMUTH
 OJ1016'240 DEG 03 MIN.
 OJ1016'
 OJ1016'REFERENCE MARK 2 PROJECTS 3 INCHES, IS 28 FEET W OF CENTER LINE OF
 OJ1016'ROAD, ON LINE WITH FENCE AT N SIDE OF COLES YARD ON E SIDE OF ROAD,
 OJ1016'AND 116.10 FEET FROM STATION IN AZIMUTH 343 DEG 00 MIN.
 OJ1016'
 OJ1016'AZIMUTH MARK PROJECTS 6 INCHES, IS AT TOP OF SOUTH BANK OF ROUTE M 81,
 OJ1016'44 FEET S OF CENTER LINE OF PAVEMENT, 5 FEET E OF POLE, ABOUT 0.1 MILE
 OJ1016'E OF CROSS ROAD, DIRECTLY ACROSS HIGHWAY FROM DOOR OF METHODIST
 OJ1016'CHURCH, AND APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH 203 DEG 50
 OJ1016'MIN 53 SEC.  CENTER OF SMALL CHIMNEY ON E END OF ROOF OF RED SCHOOL IS
 OJ1016'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 189 DEG 44 MIN 55 SEC.
 OJ1016
 OJ1016                          STATION RECOVERY (1943)
 OJ1016
 OJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1016'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1932.  ALL MARKS ARE IN
 OJ1016'EXCELLENT CONDITION AND THE DISTANCES WERE CHECKED AND FOUND CORRECT.
 OJ1016'THE COMPLETE DESCRIPTION FOLLOWS-
 OJ1016'
 OJ1016'THE STATION IS LOCATED 8 MILES W OF CARO IN THE VILLAGE OF
 OJ1016'WATROUSVILLE.  IT IS IN THE NE 1/4 SEC. 16, T. 12 N., R. 8 E., ON LAND
 OJ1016'OWNED BY MAURICE COLE.  THE MARK IS SET IN THE BARNYARD OPPOSITE THE
 OJ1016'COLE RESIDENCE, 58 FEET W OF THE CENTER LINE OF THE GRAVELED ROAD, 37
 OJ1016'FEET ENE OF THE SE CORNER OF THE BARN AND 65.3 FEET SE OF THE NE
 OJ1016'CORNER OF THE BARN.  SURFACE, AND UNDERGROUND MARKS ARE BRONZE STATION
 OJ1016'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  THE UPPER DISK
 OJ1016'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED COLE 1932.
 OJ1016'
 OJ1016'REFERENCE MARKS AND THE AZIMUTH MARK ARE BRONZE REFERENCE DISKS IN
 OJ1016'CONCRETE AS DESCRIBED IN NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 1 IS ON THE RIGHT-OF-WAY OF THE COUNTY ROAD, 23 FEET E
 OJ1016'OF THE CENTER LINE OF THE ROAD, 11 FEET S OF A 15-INCH MAPLE TREE AND
 OJ1016'ABOUT 70 YARDS NW OF THE COLE RESIDENCE.  THE MARK IS 28.788 METERS,
 OJ1016'94.45 FEET, ENE OF THE STATION.  STAMPED COLE NO 1 1932.  NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 2 IS 28 FEET W OF THE CENTER LINE OF THE COUNTY ROAD ON
 OJ1016'LINE WITH THE DRIVEWAY INTO THE COLE FARMHOUSE.  THE MARK IS 35.387
 OJ1016'METERS, 116.10 FEET, SE OF THE STATION.  STAMPED COLE NO 2 1943.
 OJ1016'
 OJ1016'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NNE OF THE STATION.  IT IS
 OJ1016'SET ON THE S ROAD BANK OF STATE HIGHWAY 81 ACROSS THE ROAD FROM THE
 OJ1016'WATROUSVILLE METHODIST CHURCH.  IT IS 44 FEET S OF THE CENTER LINE OF
 OJ1016'ROUTE 81 AND 2.2 FEET SE OF A REFERENCE POST.  STAMPED COLE AZIMUTH
 OJ1016'1932.
 OJ1016'
 OJ1016'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE VILLAGE OF
 OJ1016'WATROUSVILLE, GO S ON A GRAVELED COUNTY ROAD FOR 0.25 MILE TO THE
 OJ1016'STATION ON THE RIGHT AS DESCRIBED.
 OJ1016'
 OJ1016'TO REACH THE AZIMUTH MARK FROM THE STATION GO N ON THE GRAVELED COUNTY
 OJ1016'ROAD FOR 0.25 MILE TO STATE HIGHWAY 81, TURN RIGHT AND GO 0.1 MILE TO
 OJ1016'THE MARK ON THE RIGHT AS DESCRIBED.
 OJ1016'
 OJ1016'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 OJ1016
 OJ1016                          STATION RECOVERY (1966)
 OJ1016
 OJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1016'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AT THIS
 OJ1016'TIME.  THERE HAS BEEN SOME GRADING IN THE VICINITY OF THE AZIMUTH MARK
 OJ1016'AND THE MARK WAS THOUGHT TO HAVE BEEN DESTROYED BY THIS.  THERE WAS
 OJ1016'NOTHING TO ESTABLISH A NEW AZIMUTH MARK FROM AT THIS TIME.  THE
 OJ1016'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 OJ1016'
 OJ1016'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 OJ1016'
 OJ1016'THE GRAVELED ROAD MENTIONED BY THE STATION IS NOW PAVED AND NAMED CARO
 OJ1016'ROAD.
 OJ1016
 OJ1016                          STATION RECOVERY (1982)
 OJ1016
 OJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1016'THE STATION MARK  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1016'CONDITION.  THE AZIMUTH MARK WAS APPARENTLY DESTROYED WHEN DITCH LINE
 OJ1016'WAS GRADED OUT.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.
 OJ1016'THE DESCRIPTION TO THE STATION IS ADEQUATE.
 OJ1016'
 OJ1016'THE STATION IS A STANDARD CGS DISK STAMPED--COLE 1932--, SET INTO THE
 OJ1016'TOP OF A SQUARE CONCRETE MONUMENT, 15 INCHES (46 CM) IN DIAMETER,
 OJ1016'RECESSED 4 INCHES (12 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 OJ1016'37.186 METERS (122.001 FT) NORTH FROM A UTILITY POLE 18.776 METERS
 OJ1016'(61.601 FT) WEST FROM THE APPROXIMATE CENTER OF S RINGLE RD AND 0.305
 OJ1016'METERS (1.001 FT) WEST FROM A WITNESS POST.
 OJ1016'
 OJ1016'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--COLE NO 1 1932--,
 OJ1016'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (37 CM) IN
 OJ1016'DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.  THE STATION
 OJ1016'IS LOCATED 37.795 METERS (123.999 FT) NORTH FROM A 36 INCH MAPLE
 OJ1016'TREE 31.394 METERS (102.998 FT) SOUTH FROM A 16 INCH APPLE TREE
 OJ1016'7.010 METERS (22.999 FT) EAST FROM THE APPROXIMATE CENTER OF S RINGLE
 OJ1016'RD AND 0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST AND 0.3
 OJ1016'METERS (1.0 FT) LOWER THAN THE STATION.
 OJ1016'
 OJ1016'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--COLE NO 2 1932--,
 OJ1016'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (37 CM) IN
 OJ1016'DIAMETER PROJECTING 8 INCHES 24 CM ABOVE THE GROUND.  THE STATION IS
 OJ1016'LOCATED 25.298 METERS (82.999 FT) WEST SOUTHWEST FROM THE 36 INCH
 OJ1016'MAPLE TREE 8.839 METERS (28.999 FT) WEST FROM THE APPROXIMATE CENTER
 OJ1016'OF S RINGLE RD,  3.841 METERS (12.602 FT) NORTH NORTHEAST FROM THE
 OJ1016'UTILITY POLE AND 0.305 METERS (1.001 FT) NORTH FROM A WITNESS POST
 OJ1016'AND 0.3 METER (1.0 FT) HIGHER THAN THE STATION.
 OJ1016'
 OJ1016'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--COLE 1932 NO
 OJ1016'2 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 OJ1016'(37 CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED 49.6 FT (15.1 M)
 OJ1016'15.118 METERS (49.600 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 OJ1016'M-81  11.0 FT (3.4 M) 3.353 METERS (11.001 FT) WEST-NORTHWEST FROM A
 OJ1016'TRIPLE-TRUNKED ELM TREE 7.0 FT (2.1 M) 2.134 METERS (7.001 FT) NORTH
 OJ1016'FROM A CUT OFF UTILITY POLE PROJECTING 5 FT (1.5 M) ABOVE GROUND
 OJ1016'2.0 FT (0.6 M) 0.610 METERS (2.001 FT) NORTH FROM AN 8-INCH ELM TREE
 OJ1016'AND 1.0 FT (0.3 M) 0.305 METERS (1.001 FT) WEST FROM A WITNESS POST.
 OJ1016'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLE 1932
 OJ1016'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF LIGHT ABOVE
 OJ1016'STATION WAS 1.6 METERS. (5.2 FT).  LOCATED ABOUT 8 MILES (12.9 KM)
 OJ1016'WEST OF CARO IN THE VILLAGE OF WATROUSVILLE.  IT IS IN THE SW 1/4 SEC
 OJ1016'15 T 12 N  R 8 E AND ON HIGHWAY RIGHT OF WAY.  TO REACH FROM THE
 OJ1016'JUNCTION OF STATE HIGHWAY M-81 AND S RINGLE ROAD THE MAIN CROSSROAD IN
 OJ1016'WATROUSVILLE GO EAST ON HIGHWAY 81 FOR 0.25 MILE (0.40 KM) TO THE MARK
 OJ1016'ON RIGHT AS DESCRIBED.
 OJ1016
 OJ1016                          STATION RECOVERY (1999)
 OJ1016
 OJ1016'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1158 ***********************************************************************
 OJ1158  DESIGNATION -  COLE AZ MK 2
 OJ1158  PID         -  OJ1158
 OJ1158  STATE/COUNTY-  MI/TUSCOLA
 OJ1158  COUNTRY     -  US
 OJ1158  USGS QUAD   -  GILFORD (2017)
 OJ1158
 OJ1158                         *CURRENT SURVEY CONTROL
 OJ1158  ______________________________________________________________________
 OJ1158* NAD 83(1994) POSITION- 43 27 06.86718(N) 083 31 04.53221(W)   ADJUSTED
 OJ1158* NAVD 88 ORTHO HEIGHT -   236.9   (meters)      777.    (feet) VERTCON3
 OJ1158  ______________________________________________________________________
 OJ1158  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 OJ1158  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 OJ1158  HORZ ORDER      -  THIRD
 OJ1158
 OJ1158.The horizontal coordinates were established by classical geodetic methods
 OJ1158.and adjusted by the National Geodetic Survey in February 1997.
 OJ1158
 OJ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1158
 OJ1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1158.GEOID18 height accuracy estimate available here.
 OJ1158
 OJ1158.Click photographs - Photos may exist for this station.
 OJ1158
 OJ1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1158
 OJ1158. The following values were computed from the NAD 83(1994) position.
 OJ1158
 OJ1158;                    North         East     Units Scale Factor Converg.
 OJ1158;SPC MI S     -   217,164.787 4,068,693.616   MT  0.99995580   +0 34 39.3
 OJ1158;SPC MI S     -   712,482.90 13,348,732.34   iFT  0.99995580   +0 34 39.3
 OJ1158;UTM  17      - 4,814,080.041   296,274.853   MT  1.00011056   -1 43 56.2
 OJ1158
 OJ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1158!SPC MI S     -   0.99996824  x   0.99995580  =   0.99992404
 OJ1158!UTM  17      -   0.99996824  x   1.00011056  =   1.00007879
 OJ1158
 OJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9627414080(NAD 83)
 OJ1158
 OJ1158                          SUPERSEDED SURVEY CONTROL
 OJ1158
 OJ1158  NAD 83(1986)-  43 27 06.85702(N)    083 31 04.56082(W) AD(       ) 3
 OJ1158  NGVD 29 (04/09/92)  237.0    (m)          778.     (f) VERT ANG       
 OJ1158
 OJ1158.Superseded values are not recommended for survey control.
 OJ1158
 OJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1158.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1158
 OJ1158_MARKER: DZ = AZIMUTH MARK DISK
 OJ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1158_STAMPING: COLE 1932 NO 2 1982
 OJ1158_MARK LOGO: NGS
 OJ1158_PROJECTION: FLUSH
 OJ1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1158+STABILITY: SURFACE MOTION
 OJ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1158+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1158
 OJ1158  HISTORY     - Date     Condition        Report By
 OJ1158  HISTORY     - 1982     MONUMENTED       NGS
 OJ1158  HISTORY     - 19990530 GOOD             USPSQD
 OJ1158
 OJ1158                          STATION DESCRIPTION
 OJ1158
 OJ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1158'THE STATION IS LOCATED IN QUAD. 430833, ABOUT 12.87 KM (8.00 MI) WEST
 OJ1158'OF CARO, 0.40 KM (0.25 MI) SOUTH OF WATROUSVILLE, IN THE NE 1/4 SEC.
 OJ1158'16, T 12 N, R 8 E ON LAND OWNED BY MR. MAURICE COLE.
 OJ1158'TO REACH FROM THE MAIN CROSSROADS (STATE ROUTE M-81 AND S. RINGLE
 OJ1158'ROAD), GO EAST ON HIGHWAY 81 FOR 0.4 KM (0.2 MI) TO MARK ON RIGHT.
 OJ1158'STATION IS SET SLUSH WITH GROUND.  LOCATED ABOUT 0.57 KM (0.35 MI)
 OJ1158'NORTHEAST FROM STATION COLE 1932, 15.118 M (49.600 FT) SOUTH FROM THE
 OJ1158'CENTER OF STATE ROUTE M-81, 2.134 M (7.001 FT) NORTH FROM A CUT-OFF
 OJ1158'UTILITY POLE, PROJECTING 5 FEET ABOVE THE GROUND, 3.353 M
 OJ1158'(11.001 FT) WEST-NORTHWEST FROM A TRIPLE-TRUNKED ELM TREE, 0.610 M
 OJ1158'(2.001 FT) NORTH FROM A 8 INCH ELM TREE AND 0.305 M (1.001 FT) WEST
 OJ1158'FROM A WITNESS POST.
 OJ1158'A TRAVERSE CONNECTION WAS MADE TO STATION COLE 1932 USING ELECTRONIC
 OJ1158'DISTANCE MEASURING EQUIPMENT.
 OJ1158'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1158'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OJ1158
 OJ1158                          STATION RECOVERY (1999)
 OJ1158
 OJ1158'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0205 ***********************************************************************
 SG0205  DESIGNATION -  COLE CREEK LIGHT
 SG0205  PID         -  SG0205
 SG0205  STATE/COUNTY-  MI/HOUGHTON
 SG0205  COUNTRY     -  US
 SG0205  USGS QUAD   -  HANCOCK (2017)
 SG0205
 SG0205                         *CURRENT SURVEY CONTROL
 SG0205  ______________________________________________________________________
 SG0205* NAD 83(1994) POSITION- 47 07 45.12173(N) 088 37 19.83996(W)   ADJUSTED
 SG0205* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) SCALED
 SG0205  ______________________________________________________________________
 SG0205  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 SG0205  LAPLACE CORR    -        -13.44  (seconds)                    DEFLEC18
 SG0205  HORZ ORDER      -  THIRD
 SG0205
 SG0205.The horizontal coordinates were established by classical geodetic methods
 SG0205.and adjusted by the National Geodetic Survey in February 1997.
 SG0205
 SG0205.The orthometric height was scaled from a topographic map.
 SG0205
 SG0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0205.GEOID18 height accuracy estimate available here.
 SG0205
 SG0205.Click photographs - Photos may exist for this station.
 SG0205
 SG0205.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0205
 SG0205. The following values were computed from the NAD 83(1994) position.
 SG0205
 SG0205;                    North         East     Units Scale Factor Converg.
 SG0205;SPC MI N     -   262,000.503 7,876,928.550   MT  1.00001152   -1 10 21.0
 SG0205;SPC MI N     -   859,581.70 25,842,941.44   iFT  1.00001152   -1 10 21.0
 SG0205;UTM  16      - 5,220,798.425   376,971.809   MT  0.99978602   -1 11 20.5
 SG0205
 SG0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0205!SPC MI N     -   0.99997579  x   1.00001152  =   0.99998731
 SG0205!UTM  16      -   0.99997579  x   0.99978602  =   0.99976181
 SG0205
 SG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7697120798(NAD 83)
 SG0205
 SG0205                          SUPERSEDED SURVEY CONTROL
 SG0205
 SG0205  NAD 83(1986)-  47 07 45.11711(N)    088 37 19.81653(W) AD(       ) 3
 SG0205  NAD 27      -  47 07 45.38921(N)    088 37 19.36661(W) AD(       ) 3
 SG0205
 SG0205.Superseded values are not recommended for survey control.
 SG0205
 SG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0205.See file dsdata.pdf to determine how the superseded data were derived.
 SG0205
 SG0205_MARKER: 14 = NAVIGATION LIGHT
 SG0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0205
 SG0205  HISTORY     - Date     Condition        Report By
 SG0205  HISTORY     - 1981     FIRST OBSERVED   NOS
 SG0205  HISTORY     - 19990624 GOOD             USPSQD
 SG0205
 SG0205                          STATION DESCRIPTION
 SG0205
 SG0205'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0205'THE STATION, COLE CREEK LIGHT, IS THE CENTER OF THE GREEN LIGHT
 SG0205'ON TOP OF A WHITE TOWER SUPPORTED ON A PILE CLUSTER.  THE LIGHT IS
 SG0205'LISTED AS LIGHT NUMBER 1730 IN THE US COAST GUARD LIGHT LIST
 SG0205'VOLUME NUMBER FOUR.
 SG0205'
 SG0205'THE STATION IS LOCATED NEAR THE SOUTHWEST SHORE OF THE KEWEENAW
 SG0205'WATERWAY JUST OFF THE ENTRANCE TO COLE CREEK AND APPROXIMATELY
 SG0205'2 MILES WEST OF HOUGHTON-HANCOCK.
 SG0205'
 SG0205'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 SG0205'1.9 NAUTICAL MILES TO THE STATION AS DESCRIBED.
 SG0205
 SG0205                          STATION RECOVERY (1999)
 SG0205
 SG0205'RECOVERY NOTE BY US POWER SQUADRON 1999
 SG0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0555 ***********************************************************************
 OK0555  DESIGNATION -  COLEMAN
 OK0555  PID         -  OK0555
 OK0555  STATE/COUNTY-  MI/MIDLAND
 OK0555  COUNTRY     -  US
 OK0555  USGS QUAD   -  ALAMANDO (2017)
 OK0555
 OK0555                         *CURRENT SURVEY CONTROL
 OK0555  ______________________________________________________________________
 OK0555* NAD 83(1994) POSITION- 43 44 32.70285(N) 084 35 08.04826(W)   ADJUSTED
 OK0555* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 OK0555  ______________________________________________________________________
 OK0555  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 OK0555  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 OK0555  HORZ ORDER      -  FIRST
 OK0555
 OK0555.The horizontal coordinates were established by classical geodetic methods
 OK0555.and adjusted by the National Geodetic Survey in February 1997.
 OK0555
 OK0555.The orthometric height was scaled from a topographic map.
 OK0555
 OK0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0555.GEOID18 height accuracy estimate available here.
 OK0555
 OK0555.Click photographs - Photos may exist for this station.
 OK0555
 OK0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0555
 OK0555. The following values were computed from the NAD 83(1994) position.
 OK0555
 OK0555;                    North         East     Units Scale Factor Converg.
 OK0555;SPC MI S     -   249,117.907 3,982,366.586   MT  1.00001897   -0 08 56.3
 OK0555;SPC MI S     -   817,315.97 13,065,507.17   iFT  1.00001897   -0 08 56.3
 OK0555;UTM  16      - 4,846,097.450   694,412.973   MT  1.00006491   +1 40 11.6
 OK0555
 OK0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0555!SPC MI S     -   0.99996851  x   1.00001897  =   0.99998748
 OK0555!UTM  16      -   0.99996851  x   1.00006491  =   1.00003342
 OK0555
 OK0555:                Primary Azimuth Mark                     Grid Az
 OK0555:SPC MI S     -  COLEMAN AZ MK                            272 24 04.7
 OK0555:UTM  16      -  COLEMAN AZ MK                            270 34 56.8
 OK0555
 OK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9441246097(NAD 83)
 OK0555
 OK0555|---------------------------------------------------------------------|
 OK0555| PID    Reference Object                     Distance      Geod. Az  |
 OK0555|                                                           dddmmss.s |
 OK0555| CH0909 COLEMAN RM 1                                       04651     |
 OK0555| OK0507 MIDLAND MUNICIPAL TANK              APPROX.30.3 KM 1171215.7 |
 OK0555| OK0506 MIDLAND DOW CHEM LARGEST STK        APPROX.32.1 KM 1183134.4 |
 OK0555| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.21.1 KM 2272157.5 |
 OK0555| OK0576 MT PLEASANT INDIAN SCHOOL STK       APPROX.21.9 KM 2291153.1 |
 OK0555| CH0908 COLEMAN AZ MK                                      2721508.4 |
 OK0555| CH0910 COLEMAN RM 2                                       30815     |
 OK0555|---------------------------------------------------------------------|
 OK0555
 OK0555                          SUPERSEDED SURVEY CONTROL
 OK0555
 OK0555  NAD 83(1986)-  43 44 32.69832(N)    084 35 08.05939(W) AD(       ) 1
 OK0555  NAD 27      -  43 44 32.59463(N)    084 35 08.01935(W) AD(       ) 1
 OK0555
 OK0555.Superseded values are not recommended for survey control.
 OK0555
 OK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0555.See file dsdata.pdf to determine how the superseded data were derived.
 OK0555
 OK0555_MARKER: DS = TRIANGULATION STATION DISK
 OK0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0555_STAMPING: COLEMAN 1932
 OK0555_MARK LOGO: CGS
 OK0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0555+STABILITY: SURFACE MOTION
 OK0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0555+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0555
 OK0555  HISTORY     - Date     Condition        Report By
 OK0555  HISTORY     - 1932     MONUMENTED       CGS
 OK0555  HISTORY     - 1980     GOOD             MIDH
 OK0555  HISTORY     - 19930317 GOOD             LOCENG
 OK0555  HISTORY     - 20010604 GOOD             USPSQD
 OK0555
 OK0555                          STATION DESCRIPTION
 OK0555
 OK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0555'ONE MILE DUE SOUTH OF COLEMAN, 99.8 METERS (327 FEET) EAST OF CENTER
 OK0555'LINE OF NORTH-AND-SOUTH ROAD, ON RISE IN GROUND, APPROXIMATELY 44
 OK0555'METERS (144 FEET) WEST OF 8-INCH ELM TREE ON RIGHT-OF-WAY, ABOUT 8.9
 OK0555'METERS (29 FEET) SOUTH OF CENTER LINE OF RIGHT-OF-WAY, 9.3 METERS
 OK0555'(31 FEET) EAST OF FENCE CORNER AT GATE ON SOUTH SIDE OF ROAD, AND 0.2
 OK0555'METER (1 FOOT) NORTH OF PROPERTY LINE FENCE OF SECTION 32.
 OK0555'
 OK0555'TO REACH FROM COLEMAN, GO SOUTH ACROSS RAILROAD TRACKS AT FIRST
 OK0555'CROSSING WEST OF RAILROAD STATION, JOG LEFT, AND CONTINUE SOUTH 1.0
 OK0555'MILE TO FOUR-CORNER INTERSECTION.  THIS INTERSECTION IS COMMON CORNER
 OK0555'OF SECS. 29, 30, 31, AND 32, T. 16 N., R. 2 W.
 OK0555'
 OK0555'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0555'CONCRETE, NOTES 1A AND 7A.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OK0555'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OK0555'
 OK0555'NO. 1 PROJECTS 4 INCHES, IS IN FENCE LINE, 27.6 METERS (91 FEET) EAST
 OK0555'OF FENCE CORNER OF T-FENCE USED TO SEPARATE ORCHARD FROM CATTLE
 OK0555'DRIVEWAY, AND 25.49 METERS (83.6 FEET)  (SLOPE) FROM STATION IN
 OK0555'AZIMUTH 226 DEG 50 MIN.
 OK0555'
 OK0555'NO. 2 PROJECTS 6 INCHES, IS IN FENCE LINE ACROSS ROAD FROM STATION,
 OK0555'13.5 METERS (44 FEET) WEST OF ABOVE-MENTIONED FENCE CORNER, AND 28.50
 OK0555'METERS (93.5 FEET)  (SLOPE) FROM STATION IN AZIMUTH 128 DEG 14 MIN.
 OK0555'
 OK0555'AZIMUTH MARK PROJECTS 4 INCHES, IS IN FENCE LINE WHICH FORMS SOUTHERN
 OK0555'BOUNDARY OF SECTION 30, 100 METERS (328 FEET) WEST OF SMALL STONE
 OK0555'HOUSE ON SOUTH SIDE OF ROAD, 10 METERS (32 FEET) NORTH OF CENTER LINE
 OK0555'OF SECTION-LINE ROAD, 24 METERS (79 FEET) NORTHEAST OF CORNER POST
 OK0555'JUST EAST OF GATE ON SOUTH SIDE OF ROAD, AND 0.3 MILE FROM STATION IN
 OK0555'AZIMUTH 92 DEG 14 MIN 11 SEC.
 OK0555
 OK0555                          STATION RECOVERY (1980)
 OK0555
 OK0555'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0555'THE STATION WAS FOUND IN GOOD CONDITION.  THE STATION IS ON A HILL
 OK0555'SOUTH OF A EAST WEST ROAD,EAST OF COLEMAN ROAD.  REFERENCE MARK 1 IS
 OK0555'LEANING TO WEST.  REFERENCE MARK 2 IS IN GOOD CONDITION.
 OK0555
 OK0555                          STATION RECOVERY (1993)
 OK0555
 OK0555'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0555'RECOVERED AS DESCRIBED.
 OK0555
 OK0555                          STATION RECOVERY (2001)
 OK0555
 OK0555'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0555'STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE FOUND. STATION
 OK0555'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1
 OK0555'WAS LEANING. AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9978 ***********************************************************************
 DR9978  DESIGNATION -  COLEMAN ENGINEERING COMPANY
 DR9978  PID         -  DR9978
 DR9978  STATE/COUNTY-  MI/HOUGHTON
 DR9978  COUNTRY     -  US
 DR9978  USGS QUAD   -  CHASSELL (2017)
 DR9978
 DR9978                         *CURRENT SURVEY CONTROL
 DR9978  ______________________________________________________________________
 DR9978* NAD 83(2011) POSITION- 47 07 11.26486(N) 088 32 58.47000(W)   ADJUSTED
 DR9978* NAD 83(2011) ELLIP HT-   176.558 (meters)        (01/10/24)   ADJUSTED
 DR9978* NAD 83(2011) EPOCH   -  2010.00
 DR9978  ______________________________________________________________________
 DR9978  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 DR9978  NAD 83(2011) X  -    110,057.999 (meters)                     COMP
 DR9978  NAD 83(2011) Y  - -4,346,665.122 (meters)                     COMP
 DR9978  NAD 83(2011) Z  -  4,650,966.790 (meters)                     COMP
 DR9978  LAPLACE CORR    -        -19.26  (seconds)                    DEFLEC18
 DR9978
 DR9978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9978  Standards:
 DR9978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9978  -------------------------------------------------------------------
 DR9978  NETWORK    0.51   1.02           0.22   0.20   0.52     -0.08050024
 DR9978  -------------------------------------------------------------------
 DR9978  Click here for local accuracies and other accuracy information.
 DR9978
 DR9978.The horizontal coordinates were established by GPS observations
 DR9978.and adjusted by the MICHIGAN TECHNICAL UNIVERSITY in January 2024.
 DR9978
 DR9978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9978.been affixed to the stable North American tectonic plate. See 
 DR9978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9978
 DR9978.The horizontal coordinates are valid at the epoch date displayed above
 DR9978.which is a decimal equivalence of Year/Month/Day.
 DR9978
 DR9978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9978.GEOID18 height accuracy estimate available here.
 DR9978
 DR9978.Click photographs - Photos may exist for this station.
 DR9978
 DR9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9978
 DR9978.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9978
 DR9978.The ellipsoidal height was determined by GPS observations
 DR9978.and is referenced to NAD 83.
 DR9978
 DR9978. The following values were computed from the NAD 83(2011) position.
 DR9978
 DR9978;                    North         East     Units Scale Factor Converg.
 DR9978;SPC MI N     -   260,844.945 7,882,415.625   MT  1.00000911   -1 07 12.1
 DR9978;SPC MI N     -   855,790.50 25,860,943.65   iFT  1.00000911   -1 07 12.1
 DR9978;UTM  16      - 5,219,641.597   382,457.283   MT  0.99976980   -1 08 08.2
 DR9978
 DR9978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9978!SPC MI N     -   0.99997233  x   1.00000911  =   0.99998144
 DR9978!UTM  16      -   0.99997233  x   0.99976980  =   0.99974213
 DR9978
 DR9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8245719641(NAD 83)
 DR9978
 DR9978                          SUPERSEDED SURVEY CONTROL
 DR9978
 DR9978.No superseded survey control is available for this station.
 DR9978
 DR9978_MARKER: DH = HORIZONTAL CONTROL DISK
 DR9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9978_STAMPING: COLEMAN ENGINEERING COMPANY 2013
 DR9978_MARK LOGO: MITU
 DR9978_PROJECTION: FLUSH
 DR9978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9978+STABILITY: SURFACE MOTION
 DR9978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9978+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DR9978
 DR9978  HISTORY     - Date     Condition        Report By
 DR9978  HISTORY     - 2013     MONUMENTED       MITU
 DR9978  HISTORY     - 20230831 GOOD             MITU
 DR9978
 DR9978                          STATION DESCRIPTION
 DR9978
 DR9978'DESCRIBED BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JDW)
 DR9978'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST OF THE CITY OF
 DR9978'HOUGHTON, ON THE CAMPUS OF MICHIGAN TECHNOLOGICAL UNIVERSITY.
 DR9978'
 DR9978'TO REACH FROM THE HOUGHTON COUNTY COURTHOUSE, GO NORTH 380 FT (115.8
 DR9978'M) ON DODGE STREET TO US HIGHWAY 41.  GO EAST ON US HIGHWAY 41 FOR
 DR9978'1.12 MI (1.80 KM) TO THE INTERSECTION OF US HIGHWAY 41 AND MACINNES
 DR9978'DRIVE.  GO NORTH 100 FT (30.5 M), THEN NORTHWEST 730 FT (222.5 M)
 DR9978'ADJACENT TO A PARKING LOT CURRENTLY DESIGNATED AS LOT 12, TO AN
 DR9978'INTERSECTION WITH AN ACCESS DRIVE.  GO NORTH 1300 FT (396.2 M) ON SAID
 DR9978'DRIVE TO THE MARK STRAIGHT AHEAD.
 DR9978'
 DR9978'IT IS 1.8 FT (0.5 M) SOUTH-SOUTHWEST OF THE EDGE OF A CONCRETE
 DR9978'WALKWAY, 44.4 FT (13.5 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 DR9978'THE RESERVE OFFICERS' TRAINING CORPS BUILDING, 35.1 FT (10.7 M)
 DR9978'SOUTHEAST OF A LIGHT POLE, 32.9 FT (10.0 M) NORTH-NORTHWEST OF A
 DR9978'6-INCH (15 CM) SUGAR MAPLE, 93.5 FT (28.5 M) NORTH-NORTHEAST OF A FLAG
 DR9978'POLE, SET IN THE TOP OF A 8-INCH (20 CM) ROUND CONCRETE POST FLUSH
 DR9978'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0204 ***********************************************************************
 SG0204  DESIGNATION -  COLES
 SG0204  PID         -  SG0204
 SG0204  STATE/COUNTY-  MI/HOUGHTON
 SG0204  COUNTRY     -  US
 SG0204  USGS QUAD   -  HANCOCK (2017)
 SG0204
 SG0204                         *CURRENT SURVEY CONTROL
 SG0204  ______________________________________________________________________
 SG0204* NAD 83(1994) POSITION- 47 07 39.95600(N) 088 37 11.56656(W)   ADJUSTED
 SG0204* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 SG0204  ______________________________________________________________________
 SG0204  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 SG0204  LAPLACE CORR    -        -13.54  (seconds)                    DEFLEC18
 SG0204  HORZ ORDER      -  THIRD
 SG0204
 SG0204.The horizontal coordinates were established by classical geodetic methods
 SG0204.and adjusted by the National Geodetic Survey in February 1997.
 SG0204
 SG0204.The orthometric height was scaled from a topographic map.
 SG0204
 SG0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0204.GEOID18 height accuracy estimate available here.
 SG0204
 SG0204.Click photographs - Photos may exist for this station.
 SG0204
 SG0204.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0204
 SG0204. The following values were computed from the NAD 83(1994) position.
 SG0204
 SG0204;                    North         East     Units Scale Factor Converg.
 SG0204;SPC MI N     -   261,837.444 7,877,099.624   MT  1.00001115   -1 10 15.0
 SG0204;SPC MI N     -   859,046.73 25,843,502.70   iFT  1.00001115   -1 10 15.0
 SG0204;UTM  16      - 5,220,635.353   377,142.796   MT  0.99978551   -1 11 14.3
 SG0204
 SG0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0204!SPC MI N     -   0.99997642  x   1.00001115  =   0.99998756
 SG0204!UTM  16      -   0.99997642  x   0.99978551  =   0.99976193
 SG0204
 SG0204:                Primary Azimuth Mark                     Grid Az
 SG0204:SPC MI N     -  OSCEOLA POINT LIGHT                      106 49 02.9
 SG0204:UTM  16      -  OSCEOLA POINT LIGHT                      106 50 02.2
 SG0204
 SG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7714220635(NAD 83)
 SG0204
 SG0204|---------------------------------------------------------------------|
 SG0204| PID    Reference Object                     Distance      Geod. Az  |
 SG0204|                                                           dddmmss.s |
 SG0204| SG0201 QUINCY RADIO MAST                   APPROX. 3.3 KM 0740054.5 |
 SG0204| SG0200 HOUGHTON RADIO MAST WHDF            APPROX. 4.2 KM 0785326.2 |
 SG0204| SG0230 OSCEOLA POINT LIGHT                 APPROX. 2.0 KM 1053847.9 |
 SG0204| SG0205 COLE CREEK LIGHT                    236.333 METERS 31227     |
 SG0204|---------------------------------------------------------------------|
 SG0204
 SG0204                          SUPERSEDED SURVEY CONTROL
 SG0204
 SG0204  NAD 83(1986)-  47 07 39.95132(N)    088 37 11.54319(W) AD(       ) 3
 SG0204  NAD 27      -  47 07 40.22376(N)    088 37 11.09330(W) AD(       ) 3
 SG0204
 SG0204.Superseded values are not recommended for survey control.
 SG0204
 SG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0204.See file dsdata.pdf to determine how the superseded data were derived.
 SG0204
 SG0204_MARKER: DD = SURVEY DISK
 SG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0204_STAMPING: COLES 1981
 SG0204_MARK LOGO: NOS
 SG0204_PROJECTION: FLUSH
 SG0204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0204+STABILITY: SURFACE MOTION
 SG0204
 SG0204  HISTORY     - Date     Condition        Report By
 SG0204  HISTORY     - 1981     MONUMENTED       NOS
 SG0204  HISTORY     - 20041031 MARK NOT FOUND   GEOCAC
 SG0204
 SG0204                          STATION DESCRIPTION
 SG0204
 SG0204'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0204'THE STATION IS LOCATED WEST OF HOUGHTON ON A PROMINENT POINT OF
 SG0204'LAND SOUTH OF COLE CREEK.
 SG0204'
 SG0204'TO REACH THE STATION FROM THE JUNCTION OF US 26 AND US 41 IN
 SG0204'HOUGHTON DRIVE WEST ON US 26 FOR 0.6 KILOMETER (0.4 MILE) TO
 SG0204'THE JUNCTION WITH CANAL ROAD ON THE RIGHT.  TURN RIGHT ON CANAL
 SG0204'ROAD AND FOLLOW THE SHORELINE FOR 3.1 KILOMETERS (1.9 MILES) TO
 SG0204'A DIRT ROAD ON THE RIGHT LEADING TO THE POINT.  TURN RIGHT AND
 SG0204'DRIVE 0.2 KILOMETER (0.15 MILE) TO THE POINT AND THE AREA OF THE
 SG0204'STATION.
 SG0204'
 SG0204'THE STATION IS A STANDARD NOS DISK
 SG0204'STAMPED---COLES 1981---,
 SG0204'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 SG0204'FLUSH WITH GROUND.  IT IS LOCATED
 SG0204'24 METERS (80 FT) NORTHWEST FROM FROM THE EXTREME END OF THE
 SG0204'PROMINENT POINT,
 SG0204'3.78 METERS (12.4 FT) NORTH FROM A NAIL AND WASHER IN A 3 INCH
 SG0204'BIRCH TREE, AND
 SG0204'2.859 METERS (9.38 FT) SOUTHEAST FROM A STANDARD NGS WITNESS SIGN
 SG0204'SECURED TO A METAL FENCE POST.
 SG0204'
 SG0204'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
 SG0204
 SG0204                          STATION RECOVERY (2004)
 SG0204
 SG0204'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0204'THE SITE LOCATION IS IN AN EPA MITIGATION SITE.
 SG0204'
 SG0204'THE SOIL (PROCESSED COPPER ORE TAILINGS) IN THIS AREA WAS DEEMED BY
 SG0204'THE EPA TO BE A HEALTH RISK TO HUMANS. THE AREA WAS GRADED AND COVERED
 SG0204'WITH AT LEAST 2 FEET OF EARTH TO SEAL THE CONTAMINATED SOIL, THEN
 SG0204'SEEDED AND FENCED OFF IN 2003.  NO WITNESS POST WAS FOUND ALTHOUGH 3
 SG0204'BIRCH TREES ARE IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0250 ***********************************************************************
 QK0250  DESIGNATION -  COLLAR 4
 QK0250  PID         -  QK0250
 QK0250  STATE/COUNTY-  MI/MACKINAC
 QK0250  COUNTRY     -  US
 QK0250  USGS QUAD   -  SAINT IGNACE (2017)
 QK0250
 QK0250                         *CURRENT SURVEY CONTROL
 QK0250  ______________________________________________________________________
 QK0250* NAD 83(1986) POSITION- 45 50 58.     (N) 084 43 26.     (W)   SCALED
 QK0250* NAVD 88 ORTHO HEIGHT -   179.810 (meters)      589.93  (feet) ADJUSTED
 QK0250  ______________________________________________________________________
 QK0250  GEOID HEIGHT    -        -35.387 (meters)                     GEOID18
 QK0250  DYNAMIC HEIGHT  -        179.816 (meters)      589.95  (feet) COMP
 QK0250  MODELED GRAVITY -    980,647.5   (mgal)                       NAVD 88
 QK0250
 QK0250  VERT ORDER      -  FIRST     CLASS II
 QK0250
 QK0250.The horizontal coordinates were scaled from a map and have
 QK0250.an estimated accuracy of +/- 6 seconds.
 QK0250
 QK0250.The orthometric height was determined by differential leveling and
 QK0250.adjusted by the NATIONAL GEODETIC SURVEY
 QK0250.in June 1991.
 QK0250
 QK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0250.GEOID18 height accuracy estimate available here.
 QK0250
 QK0250.Click photographs - Photos may exist for this station.
 QK0250
 QK0250.The dynamic height is computed by dividing the NAVD 88
 QK0250.geopotential number by the normal gravity value computed on the
 QK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0250.degrees latitude (g = 980.6199 gals.).
 QK0250
 QK0250.The modeled gravity was interpolated from observed gravity values.
 QK0250
 QK0250;                    North         East    Units  Estimated Accuracy
 QK0250;SPC MI N     -   121,030.    8,176,760.      MT  (+/- 180 meters Scaled)
 QK0250
 QK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767798(NAD 83)
 QK0250
 QK0250                          SUPERSEDED SURVEY CONTROL
 QK0250
 QK0250  NGVD 29 (??/??/92)  179.853  (m)          590.07   (f) ADJ UNCH    1 2
 QK0250
 QK0250.Superseded values are not recommended for survey control.
 QK0250
 QK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0250.See file dsdata.pdf to determine how the superseded data were derived.
 QK0250
 QK0250_MARKER: Z = SEE DESCRIPTION
 QK0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0250_SP_SET: BRIDGE
 QK0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0250
 QK0250  HISTORY     - Date     Condition        Report By
 QK0250  HISTORY     - UNK      MONUMENTED       MIDH
 QK0250  HISTORY     - 1934     GOOD             CGS
 QK0250
 QK0250                          STATION DESCRIPTION
 QK0250
 QK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0250'1.5 MI W FROM ST IGNACE.
 QK0250'1.5 MILES WEST OF ST. IGNACE, MACKINAC COUNTY, AT THE NORTHERN
 QK0250'END OF THE MOLE SECTION COMPRISING THE NORTHERN APPROACH TO
 QK0250'THE PROPOSED STRAITS OF MACKINAC BRIDGE, AT THE NORTHERN POINT
 QK0250'DESIGNATING THE CENTERLINE OF THE BRIDGE, ON THE WEST SIDE OF
 QK0250'THE MANHOLE COLLAR PROTECTING A 2 (MSHD).  THE NUMERAL 4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1797 ***********************************************************************
 NF1797  DESIGNATION -  COLLATERAL
 NF1797  PID         -  NF1797
 NF1797  STATE/COUNTY-  MI/CALHOUN
 NF1797  COUNTRY     -  US
 NF1797  USGS QUAD   -  AUGUSTA (2017)
 NF1797
 NF1797                         *CURRENT SURVEY CONTROL
 NF1797  ______________________________________________________________________
 NF1797* NAD 83(2011) POSITION- 42 19 01.41811(N) 085 16 20.72428(W)   ADJUSTED
 NF1797* NAD 83(2011) ELLIP HT-   237.064 (meters)        (06/27/12)   ADJUSTED
 NF1797* NAD 83(2011) EPOCH   -  2010.00
 NF1797* NAVD 88 ORTHO HEIGHT -   270.4   (meters)      887.    (feet) VERTCON3
 NF1797  ______________________________________________________________________
 NF1797  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 NF1797  NAD 83(2011) X  -    389,305.301 (meters)                     COMP
 NF1797  NAD 83(2011) Y  - -4,707,466.312 (meters)                     COMP
 NF1797  NAD 83(2011) Z  -  4,271,870.126 (meters)                     COMP
 NF1797  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 NF1797
 NF1797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1797  Standards:
 NF1797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1797  -------------------------------------------------------------------
 NF1797  NETWORK    0.82   1.96           0.36   0.31   1.00      0.07708605
 NF1797  -------------------------------------------------------------------
 NF1797  Click here for local accuracies and other accuracy information.
 NF1797
 NF1797.The horizontal coordinates were established by GPS observations
 NF1797.and adjusted by the National Geodetic Survey in June 2012.
 NF1797
 NF1797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1797.been affixed to the stable North American tectonic plate. See 
 NF1797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1797
 NF1797.The horizontal coordinates are valid at the epoch date displayed above
 NF1797.which is a decimal equivalence of Year/Month/Day.
 NF1797
 NF1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1797
 NF1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1797.GEOID18 height accuracy estimate available here.
 NF1797
 NF1797.Click photographs - Photos may exist for this station.
 NF1797
 NF1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1797
 NF1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1797
 NF1797.The ellipsoidal height was determined by GPS observations
 NF1797.and is referenced to NAD 83.
 NF1797
 NF1797. The following values were computed from the NAD 83(2011) position.
 NF1797
 NF1797;                    North         East     Units Scale Factor Converg.
 NF1797;SPC MI S     -    91,159.146 3,925,335.789   MT  0.99995568   -0 36 59.0
 NF1797;SPC MI S     -   299,078.56 12,878,398.26   iFT  0.99995568   -0 36 59.0
 NF1797;UTM  16      - 4,686,425.240   642,363.405   MT  0.99984937   +1 09 47.7
 NF1797
 NF1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1797!SPC MI S     -   0.99996282  x   0.99995568  =   0.99991850
 NF1797!UTM  16      -   0.99996282  x   0.99984937  =   0.99981220
 NF1797
 NF1797:                Primary Azimuth Mark                     Grid Az
 NF1797:SPC MI S     -  STANLEY                                  179 26 45.5
 NF1797:UTM  16      -  STANLEY                                  177 39 58.8
 NF1797
 NF1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4236386425(NAD 83)
 NF1797
 NF1797|---------------------------------------------------------------------|
 NF1797| PID    Reference Object                     Distance      Geod. Az  |
 NF1797|                                                           dddmmss.s |
 NF1797| NF1791 STANLEY                             APPROX. 0.6 KM 1784946.5 |
 NF1797|---------------------------------------------------------------------|
 NF1797
 NF1797                          SUPERSEDED SURVEY CONTROL
 NF1797
 NF1797  NAD 83(2007)-  42 19 01.41826(N)    085 16 20.72518(W) AD(2002.00) 0
 NF1797  ELLIP H (02/10/07)  237.078  (m)                       GP(2002.00)    
 NF1797  ELLIP H (07/17/02)  237.088  (m)                       GP(       ) 4 1
 NF1797  NAD 83(1994)-  42 19 01.41835(N)    085 16 20.72582(W) AD(       ) 1
 NF1797  ELLIP H (02/03/97)  237.098  (m)                       GP(       ) 4 1
 NF1797  NAD 83(1986)-  42 19 01.41854(N)    085 16 20.73970(W) AD(       ) 1
 NF1797  NGVD 29 (09/14/93)  270.6    (m)  GEOID93  model used  GPS OBS        
 NF1797
 NF1797.Superseded values are not recommended for survey control.
 NF1797
 NF1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1797.See file dsdata.pdf to determine how the superseded data were derived.
 NF1797
 NF1797_MARKER: I = METAL ROD
 NF1797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1797_STAMPING: COLLATERAL 1992
 NF1797_MARK LOGO: HOLDEN
 NF1797_PROJECTION: FLUSH
 NF1797_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1797+STABILITY: POSITION/ELEVATION WELL
 NF1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1797+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 NF1797_ROD/PIPE-DEPTH: 10.8 meters
 NF1797
 NF1797  HISTORY     - Date     Condition        Report By
 NF1797  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1797  HISTORY     - 20030419 GOOD             USPSQD
 NF1797  HISTORY     - 20050916 GOOD             USPSQD
 NF1797
 NF1797                          STATION DESCRIPTION
 NF1797
 NF1797'DESCRIBED BY HOLDEN GPS 1992
 NF1797'STATION IS LOCATED ABOUT 3 3/4 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1797'WITH HELMER ROAD, 3 1/2 MILES NORTHWEST OF THE CENTER OF GOGUAC LAKE,
 NF1797'3 1/4 MILES NORTH NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX
 NF1797'AND BATTLE CREEK ROAD, IN THE BATTLE CREEK INDUSTRIAL PARK AND IN
 NF1797'QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP AUGUSTA IN
 NF1797'THE NE 1/4 OF SECTION 8 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1797'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1797'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1797'BUSINESS I-94, BEAR LEFT AND GO NORTH 1.4 MI (2.3 KM) TO HILL-BRADY
 NF1797'ROAD, TURN LEFT AND GO WEST AND NORTHERLY AROUND THE CURVE 0.6 MI
 NF1797'(1.0 KM) TO THE STATION ON THE RIGHT IN FRONT OF THE COLLATERAL
 NF1797'MANAGEMENT COMPANY BUILDING.
 NF1797'STATION IS 27 FT (8.2 M) EAST OF THE CENTER OF THE ROAD, 1.5 FT
 NF1797'(0.5 M) EAST FROM THE CURB, 55 FT (16.8 M) SOUTH FROM A MANHOLE, 57
 NF1797'FT (17.4 M) NORTH OF THE NORTH EDGE OF THE DRIVEWAY,AND 33 FT
 NF1797'(10.1 M) NORTH OF A NO PARKING SIGN.
 NF1797'STATION IS GROUND VISIBLE WITH STATION STANLEY 559 M (1834.0 FT) TO
 NF1797'THE SOUTH.
 NF1797
 NF1797                          STATION RECOVERY (2003)
 NF1797
 NF1797'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1797'RECOVERED IN GOOD CONDITION.
 NF1797
 NF1797                          STATION RECOVERY (2005)
 NF1797
 NF1797'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1797'CHANGE OF DISCRIPTION - THE COLLATERAL MANAGEMENT COMPANY BLDG. IS NOW
 NF1797'THE GORE COMMUNICATIONS, INC. BLDG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0489 ***********************************************************************
 RK0489  DESIGNATION -  COLLEGE
 RK0489  PID         -  RK0489
 RK0489  STATE/COUNTY-  MI/MARQUETTE
 RK0489  COUNTRY     -  US
 RK0489  USGS QUAD   -  MARQUETTE (2017)
 RK0489
 RK0489                         *CURRENT SURVEY CONTROL
 RK0489  ______________________________________________________________________
 RK0489* NAD 83(1994) POSITION- 46 33 19.96554(N) 087 24 03.54706(W)   ADJUSTED
 RK0489* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 RK0489  ______________________________________________________________________
 RK0489  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 RK0489  LAPLACE CORR    -         -9.22  (seconds)                    DEFLEC18
 RK0489  HORZ ORDER      -  FIRST
 RK0489
 RK0489.The horizontal coordinates were established by classical geodetic methods
 RK0489.and adjusted by the National Geodetic Survey in February 1997.
 RK0489
 RK0489.The orthometric height was scaled from a topographic map.
 RK0489
 RK0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0489.GEOID18 height accuracy estimate available here.
 RK0489
 RK0489.Click photographs - Photos may exist for this station.
 RK0489
 RK0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0489
 RK0489. The following values were computed from the NAD 83(1994) position.
 RK0489
 RK0489;                    North         East     Units Scale Factor Converg.
 RK0489;SPC MI N     -   197,049.989 7,969,253.466   MT  0.99991394   -0 17 23.4
 RK0489;SPC MI N     -   646,489.47 26,145,844.70   iFT  0.99991394   -0 17 23.4
 RK0489;UTM  16      - 5,155,853.565   469,263.002   MT  0.99961161   -0 17 28.1
 RK0489
 RK0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0489!SPC MI N     -   0.99997253  x   0.99991394  =   0.99988647
 RK0489!UTM  16      -   0.99997253  x   0.99961161  =   0.99958415
 RK0489
 RK0489:                Primary Azimuth Mark                     Grid Az
 RK0489:SPC MI N     -  COLLEGE AZ MK                            090 01 30.3
 RK0489:UTM  16      -  COLLEGE AZ MK                            090 01 35.0
 RK0489
 RK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6926355853(NAD 83)
 RK0489
 RK0489|---------------------------------------------------------------------|
 RK0489| PID    Reference Object                     Distance      Geod. Az  |
 RK0489|                                                           dddmmss.s |
 RK0489| CJ2372 COLLEGE RM 1                         30.955 METERS 01433     |
 RK0489| RK0484 PRESQUE ISLE HBR BREAKWATER LT      APPROX. 2.9 KM 0442329.9 |
 RK0489| CJ2371 COLLEGE AZ MK                                      0894406.9 |
 RK0489| CJ2373 COLLEGE RM 2                         43.784 METERS 09201     |
 RK0489| RK0488 MARQUETTE WDMJ RADIO MAST           APPROX. 3.6 KM 2494612.4 |
 RK0489| RK0493 GRANITE ISLAND LIGHTHOUSE           APPROX.18.4 KM 3572122.3 |
 RK0489|---------------------------------------------------------------------|
 RK0489
 RK0489                          SUPERSEDED SURVEY CONTROL
 RK0489
 RK0489  NAD 83(1986)-  46 33 19.95921(N)    087 24 03.54468(W) AD(       ) 1
 RK0489  NAD 27      -  46 33 20.20300(N)    087 24 03.04000(W) AD(       ) 1
 RK0489
 RK0489.Superseded values are not recommended for survey control.
 RK0489
 RK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0489.See file dsdata.pdf to determine how the superseded data were derived.
 RK0489
 RK0489_MARKER: DS = TRIANGULATION STATION DISK
 RK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0489_STAMPING: COLLEGE 1955
 RK0489_MARK LOGO: CGS
 RK0489_PROJECTION: FLUSH
 RK0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0489+STABILITY: SURFACE MOTION
 RK0489
 RK0489  HISTORY     - Date     Condition        Report By
 RK0489  HISTORY     - 1955     MONUMENTED       CGS
 RK0489  HISTORY     - 1958     GOOD             CGS
 RK0489  HISTORY     - 1977     GOOD             NGS
 RK0489  HISTORY     - 19941107 GOOD             MIDT
 RK0489  HISTORY     - 20010331 GOOD             NGS
 RK0489  HISTORY     - 20050904 GOOD             USPSQD
 RK0489  HISTORY     - 20061118 GOOD             USPSQD
 RK0489  HISTORY     - 20150926 GOOD             PROFLN
 RK0489
 RK0489                          STATION DESCRIPTION
 RK0489
 RK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0489'STATION IS LOCATED IN THE NORTHERN PART OF MARQUETTE, AT THE
 RK0489'NORTHERN MICHIGAN COLLEGE OF EDUCATION.  IT IS AT THE EAST ENTRANCE
 RK0489'TO THE ATHLETIC FIELD WHICH IS AT THE WEST END OF KAYE AVENUE.
 RK0489'
 RK0489'STATION MARK, A STANDARD DISK, STAMPED COLLEGE 1955, IS SET IN THE
 RK0489'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.
 RK0489'IT IS 28 FEET SOUTH OF THE CENTER OF KAYE AVENUE, 20 FEET SOUTHEAST
 RK0489'OF A BRICK GATE POST, 12 FEET NORTH OF A BRICK CORNER POST AND 9
 RK0489'FEET SOUTH OF THE NORTH EDGE OF CURB.
 RK0489'
 RK0489'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COLLEGE NO 1 1955, IS
 RK0489'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND
 RK0489'SURFACE.  IT IS 42 FEET NORTH OF THE SOUTH EDGE OF CURB, 27 FEET
 RK0489'WEST OF A LONE TREE AND 15 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 RK0489'
 RK0489'REFERENCE MARK NO. 2, IS A STANDARD DISK, STAMPED COLLEGE NO 2 1955,
 RK0489'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 RK0489'GROUND SURFACE.  IT IS 20 FEET SOUTH OF THE CENTER OF KAYE AVENUE,
 RK0489'13 FEET EAST OF THE CENTER OF DRIVEWAY AND 2 FEET SOUTH OF THE
 RK0489'NORTH EDGE OF CURB.
 RK0489'
 RK0489'AZIMUTH MARK, A STANDARD DISK, STAMPED COLLEGE 1955, IS SET IN THE
 RK0489'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.
 RK0489'IT IS 59 FEET EAST OF PRESQUE ISLE AVENUE, 18 FEET NORTHEAST OF THE
 RK0489'NORTHWEST CORNER OF THE MARQUETTE GOSPEL TABERNACLE CHURCH, 13
 RK0489'FEET SOUTH OF THE CENTER OF KAYE AVENUE, 2 FEET WEST OF A POWER
 RK0489'LINE POLE AND 1.5 FEET SOUTH OF THE NORTH EDGE OF CURB.
 RK0489'
 RK0489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON KAYE AVENUE
 RK0489'FOR 0.25 MILE TO THE MARQUETTE GOSPEL TABERNACLE CHURCH AND THE
 RK0489'AZIMUTH MARK AS DESCRIBED ABOVE.
 RK0489'
 RK0489'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0489
 RK0489                          STATION RECOVERY (1958)
 RK0489
 RK0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 RK0489'THE STATION, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK WERE
 RK0489'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RK0489
 RK0489                          STATION RECOVERY (1977)
 RK0489
 RK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0489'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 130
 RK0489'FEET NORTHWEST OF THE NORTHWEST CORNER OF PRESIDENTS HOME, 2 FEET
 RK0489'SOUTH OF A ROW OF HEDGE, 23 PACES SOUTH OF THE SOUTH SIDE OF
 RK0489'CONFERENCE CENTER BUILDING, 6 PACES WEST OF A SIGN (RESERVED ONLY
 RK0489'THIS SIDE).  REFERENCE MARKS 1 AND 2 AND AZIMUTH MARKS WERE NOT
 RK0489'RECOVERED, A SEARCH WAS MADE FOR ALL MARKS THE ATHLETIC FIELD
 RK0489'HAS BEEN REMOVED, PART OF THE AREA HAS BEEN MADE INTO A PARKING AREA
 RK0489'AND A BUILDING BUILT ON THE NORTH SIDE OF STREET, STREET HAS
 RK0489'BEEN WIDENED IN THE AREA WHERE THE AZIMUTH MARK WAS SET.
 RK0489'
 RK0489'IT WOULD BE DIFFICULT TO BUILD A TOWER OVER THE STATION MARK,
 RK0489'REFERENCE MARK THREE COULD BE SELECTED AND A TOWER ERECTED OVER
 RK0489'REFERENCE MARK 3.  IT WOULD REQUIRE A TOWER TO SEE FROM THIS
 RK0489'STATION.
 RK0489'
 RK0489'NOTE--MR. MAX MULLE IS THE GROUNDS SUPERINTENDENT, AND KNOWS WHERE
 RK0489'THE MARK IS LOCATED, PHONE NUMBER 227-2286.
 RK0489'
 RK0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHERN PART OF
 RK0489'MARQUETTE.
 RK0489
 RK0489                          STATION RECOVERY (1994)
 RK0489
 RK0489'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 RK0489'STATION IS LOCATED IN THE CITY OF MARQUETTE ACROSS FROM THE CONFERENCE
 RK0489'CENTER BUILDING ON NORTHERN MICHIGAN UNIVERSITY, ON CITY STREET RIGHT
 RK0489'OF WAY AT THE NORTH SIDE OF MARQUETTE GENERAL HOSPITAL BLOCK.  TO
 RK0489'REACH FROM THE POST OFFICE ON WASHINGTON STREET (BR 41) , GO WEST ON
 RK0489'WASHINGTON STREET FOR 1 BLOCK TO FOURTH STREET.  TURN RIGHT AND FOLLOW
 RK0489'FOURTH STREET AS IT MERGES WITH PRESQUE ISLE AVENUE FOR 0.8 MI (1.3
 RK0489'KM) TO KAYE AVENUE.  AT THE SECOND TRAFFIC LIGHT ON PRESQUE ISLE
 RK0489'AVENUE, TURN LEFT ON KAYE AVENUE AND GO 0.2 MI (0.3 KM) TO THE
 RK0489'CONFERENCE CENTER BUILDING ON THE RIGHT AND THE STATION ON THE LEFT.
 RK0489'STATION IS IN LINE WITH THE EAST EDGE OF THE ENTRANCE OT THE
 RK0489'CONFERENCE BUILDING.  IT IS 6.0 M (19.7 FT) NORTHEAST FROM A 18-INCH
 RK0489'WHITE PINE TREE, 5.0 M (16.4 FT) EAST OF THE EAST EDGE OF A CEDAR
 RK0489'HEDGE, 3.5 M (11.5 FT) NORTH OF NORTHWEST CORNER OF A 2 FT (0.6 M)
 RK0489'BRICK POST, 3.5 M (11.5 FT) NORTH OF A PROPERTY PIN, 2.25 M (7.38 FT)
 RK0489'SOUTH OF SOUTH BACK OF CURB ON KAYE AVENUE, 0.4 M (1.3 FT) NORTH OF A
 RK0489'WITNESS POST, AND ABOUT 2-INCHES BELOW GROUND SURFACE.
 RK0489
 RK0489                          STATION RECOVERY (2001)
 RK0489
 RK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0489
 RK0489                          STATION RECOVERY (2005)
 RK0489
 RK0489'RECOVERY NOTE BY US POWER SQUADRON 2005
 RK0489'RECOVERED IN GOOD CONDITION.
 RK0489
 RK0489                          STATION RECOVERY (2006)
 RK0489
 RK0489'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 RK0489'RECOVERED IN GOOD CONDITION.
 RK0489
 RK0489                          STATION RECOVERY (2015)
 RK0489
 RK0489'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RK0489'DID NOT SEE THE 2 FT (0.6 M) BRICK POST MENTIONED IN 1994 MDOT
 RK0489'RECOVERY NOTE.  DID NOT SEARCH FOR RMS OR AZIMUTH MARK.  PER 1977
 RK0489'NATIONAL GEODETIC SURVEY NOTE THEY MAY JUST BE GONE.
 RK0489'
 RK0489'THE STATION IS 5.5 FT (1.7 M) SOUTH OF A 'SPEED LIMIT 15' SIGN POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0054 ***********************************************************************
 NF0054  DESIGNATION -  COLLEGE 2
 NF0054  PID         -  NF0054
 NF0054  STATE/COUNTY-  MI/INGHAM
 NF0054  COUNTRY     -  US
 NF0054  USGS QUAD   -  EAST LANSING (2017)
 NF0054
 NF0054                         *CURRENT SURVEY CONTROL
 NF0054  ______________________________________________________________________
 NF0054* NAD 83(1986) POSITION- 42 43 27.     (N) 084 28 41.     (W)   SCALED
 NF0054* NAVD 88 ORTHO HEIGHT -   261.394 (meters)      857.59  (feet) ADJUSTED
 NF0054  ______________________________________________________________________
 NF0054  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 NF0054  DYNAMIC HEIGHT  -        261.321 (meters)      857.35  (feet) COMP
 NF0054  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 NF0054
 NF0054  VERT ORDER      -  SECOND    CLASS 0
 NF0054
 NF0054.The horizontal coordinates were scaled from a map and have
 NF0054.an estimated accuracy of +/- 6 seconds.
 NF0054
 NF0054.The orthometric height was determined by differential leveling and
 NF0054.adjusted by the NATIONAL GEODETIC SURVEY
 NF0054.in June 1991.
 NF0054
 NF0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0054.GEOID18 height accuracy estimate available here.
 NF0054
 NF0054.Click photographs - Photos may exist for this station.
 NF0054
 NF0054.The dynamic height is computed by dividing the NAVD 88
 NF0054.geopotential number by the normal gravity value computed on the
 NF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0054.degrees latitude (g = 980.6199 gals.).
 NF0054
 NF0054.The modeled gravity was interpolated from observed gravity values.
 NF0054
 NF0054;                    North         East    Units  Estimated Accuracy
 NF0054;SPC MI S     -   135,980.    3,990,880.      MT  (+/- 180 meters Scaled)
 NF0054
 NF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN064332(NAD 83)
 NF0054
 NF0054                          SUPERSEDED SURVEY CONTROL
 NF0054
 NF0054  NGVD 29 (??/??/92)  261.523  (m)          858.01   (f) ADJ UNCH    2 0
 NF0054
 NF0054.Superseded values are not recommended for survey control.
 NF0054
 NF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0054.See file dsdata.pdf to determine how the superseded data were derived.
 NF0054
 NF0054_MARKER: DB = BENCH MARK DISK
 NF0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0054_SP_SET: CONCRETE
 NF0054_STAMPING: COLLEGE 2
 NF0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0054
 NF0054  HISTORY     - Date     Condition        Report By
 NF0054  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0054  HISTORY     - 1934     GOOD             CGS
 NF0054  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0054
 NF0054                          STATION DESCRIPTION
 NF0054
 NF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0054'AT EAST LANSING.
 NF0054'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0054'CAMPUS, ON THE ROAD LEADING FROM THE CAMPUS TO THE GRAND TRUNK
 NF0054'WESTERN RAILROAD, OPPOSITE THE DAIRY BARN OF THE COLLEGE FARM,
 NF0054'15 FEET WEST OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF THE
 NF0054'WEST SIDE OF THE ROAD, AND 7 FEET EAST OF THE FENCE ALONG THE
 NF0054'ROAD.  A STANDARD DISK, STAMPED COLLEGE 2 AND SET IN THE TOP OF
 NF0054'CONCRETE LEVEL WITH THE GROUND.
 NF0054
 NF0054                          STATION RECOVERY (1976)
 NF0054
 NF0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0040 ***********************************************************************
 QJ0040  DESIGNATION -  COLLINS
 QJ0040  PID         -  QJ0040
 QJ0040  STATE/COUNTY-  MI/ALPENA
 QJ0040  COUNTRY     -  US
 QJ0040  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0040
 QJ0040                         *CURRENT SURVEY CONTROL
 QJ0040  ______________________________________________________________________
 QJ0040* NAD 83(1994) POSITION- 45 04 50.28661(N) 083 33 56.11287(W)   ADJUSTED
 QJ0040* NAVD 88 ORTHO HEIGHT -   209.578 (meters)      687.59  (feet) ADJUSTED
 QJ0040  ______________________________________________________________________
 QJ0040  GEOID HEIGHT    -        -36.459 (meters)                     GEOID18
 QJ0040  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 QJ0040  DYNAMIC HEIGHT  -        209.562 (meters)      687.54  (feet) COMP
 QJ0040  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QJ0040
 QJ0040  HORZ ORDER      -  THIRD
 QJ0040  VERT ORDER      -  SECOND    CLASS 0
 QJ0040
 QJ0040.This mark is at Alpena Airport (APN)
 QJ0040
 QJ0040.The horizontal coordinates were established by classical geodetic methods
 QJ0040.and adjusted by the National Geodetic Survey in February 1997.
 QJ0040
 QJ0040.The orthometric height was determined by differential leveling and
 QJ0040.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0040.in June 1991.
 QJ0040
 QJ0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0040.GEOID18 height accuracy estimate available here.
 QJ0040
 QJ0040.Click photographs - Photos may exist for this station.
 QJ0040
 QJ0040.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0040
 QJ0040.The dynamic height is computed by dividing the NAVD 88
 QJ0040.geopotential number by the normal gravity value computed on the
 QJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0040.degrees latitude (g = 980.6199 gals.).
 QJ0040
 QJ0040.The modeled gravity was interpolated from observed gravity values.
 QJ0040
 QJ0040. The following values were computed from the NAD 83(1994) position.
 QJ0040
 QJ0040;                    North         East     Units Scale Factor Converg.
 QJ0040;SPC MI C     -   196,323.729 6,063,067.597   MT  0.99991557   +0 33 57.2
 QJ0040;SPC MI C     -   644,106.72 19,891,954.06   iFT  0.99991557   +0 33 57.2
 QJ0040;UTM  17      - 4,995,110.311   298,076.427   MT  1.00010137   -1 49 02.3
 QJ0040
 QJ0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0040!SPC MI C     -   0.99997286  x   0.99991557  =   0.99988843
 QJ0040!UTM  17      -   0.99997286  x   1.00010137  =   1.00007423
 QJ0040
 QJ0040:                Primary Azimuth Mark                     Grid Az
 QJ0040:SPC MI C     -  COLLINS AZ MK                            089 23 45.6
 QJ0040:UTM  17      -  COLLINS AZ MK                            091 46 45.1
 QJ0040
 QJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9807695110(NAD 83)
 QJ0040
 QJ0040|---------------------------------------------------------------------|
 QJ0040| PID    Reference Object                     Distance      Geod. Az  |
 QJ0040|                                                           dddmmss.s |
 QJ0040| QJ0286 AIRPORT BCN PHELPS COLLINS APT        8.590 METERS 07436     |
 QJ0040| QJ0041 COLLINS RM 1                         10.534 METERS 08949     |
 QJ0040| QJ0373 COLLINS AZ MK                       APPROX. 0.7 KM 0895742.8 |
 QJ0040| QJ0042 COLLINS RM 2                         21.570 METERS 35048     |
 QJ0040|---------------------------------------------------------------------|
 QJ0040
 QJ0040                          SUPERSEDED SURVEY CONTROL
 QJ0040
 QJ0040  NAD 83(1986)-  45 04 50.28171(N)    083 33 56.11395(W) AD(       ) 3
 QJ0040  NAD 27      -  45 04 50.23900(N)    083 33 56.18500(W) AD(       ) 3
 QJ0040  NGVD 29 (??/??/92)  209.720  (m)          688.06   (f) ADJ UNCH    2 0
 QJ0040  NGVD 29             209.72   (m)          688.1    (f) LEVELING    3  
 QJ0040
 QJ0040.Superseded values are not recommended for survey control.
 QJ0040
 QJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0040.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0040
 QJ0040_MARKER: DS = TRIANGULATION STATION DISK
 QJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0040_STAMPING: COLLINS 1956
 QJ0040_MARK LOGO: CGS
 QJ0040_PROJECTION: FLUSH
 QJ0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0040+STABILITY: SURFACE MOTION
 QJ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0040+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 QJ0040
 QJ0040  HISTORY     - Date     Condition        Report By
 QJ0040  HISTORY     - 1956     MONUMENTED       CGS
 QJ0040  HISTORY     - 1964     GOOD             CGS
 QJ0040  HISTORY     - 1966     GOOD             CGS
 QJ0040  HISTORY     - 1976     GOOD             USAF
 QJ0040  HISTORY     - 1976     GOOD             NGS
 QJ0040  HISTORY     - 1980     GOOD             NGS
 QJ0040  HISTORY     - 1984     GOOD             USAF
 QJ0040  HISTORY     - 19840725 GOOD             NGS
 QJ0040  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0040  HISTORY     - 20120720 GOOD             WOOLPT
 QJ0040
 QJ0040                          STATION DESCRIPTION
 QJ0040
 QJ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0040'THE STATION IS ABOUT 6.5 MILES WEST OF ALPENA, ON THE PHELPS-COLLINS
 QJ0040'AIRPORT, AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE.  IT IS 108
 QJ0040'FEET SOUTHEAST OF THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 64
 QJ0040'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING T-10, 35 FEET WEST
 QJ0040'OF A WHITE WITNESS POST, 34 FEET EAST OF THE CENTER OF 3RD STREET AND
 QJ0040'20.5 FEET WEST OF THE SOUTHWEST LEG OF THE BEACON TOWER.  THE MARK IS
 QJ0040'FLUSH AND THE DISK IS STAMPED COLLINS 1956.
 QJ0040'
 QJ0040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS A LARGE
 QJ0040'TAXI STRIP TO THE NORTH-SOUTH RUN-WAY.  CROSS THE RUN-WAY AND CONTINUE
 QJ0040'EAST TO THE MARK NEAR THE 3200 FOOT MARK AT THE NORTHWEST EDGE OF THE
 QJ0040'NORTHEAST-SOUTHWEST RUN-WAY.
 QJ0040'
 QJ0040'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 QJ0040'FOUNDATION FOR THE SOUTHEAST LEG OF THE BEACON TOWER.  THE MARK IS
 QJ0040'FLUSH AND THE DISK IS STAMPED COLLINS NO 1 1956.
 QJ0040'
 QJ0040'REFERENCE MARK 2 IS 61 FEET WEST OF THE NORTHWEST CORNER OF BUILDING
 QJ0040'T-10, 22 FEET EAST OF THE CENTER OF 3RD STREET AND 1 FOOT SOUTH OF A
 QJ0040'POWER LINE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QJ0040'COLLINS NO 2 1956.
 QJ0040'
 QJ0040'THE AZIMUTH MARK IS 4.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 QJ0040'NORTHEAST-SOUTHWEST RUN-WAY, AT THE 3200 FOOT MARK.  THE MARK IS FLUSH
 QJ0040'AND THE DISK IS STAMPED COLLINS 1956.
 QJ0040'
 QJ0040'NOTE-CLEARENCE FROM THE CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY
 QJ0040'WORK IS DONE ON OR NEAR THE RUNWAYS.
 QJ0040'
 QJ0040'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0040
 QJ0040                          STATION RECOVERY (1964)
 QJ0040
 QJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QJ0040'STATION MARK, RM 1 AND 2 RECOVERED IN GOOD CONDITION.  PREVIOUS
 QJ0040'DESCRIPTION ADEQUATE.
 QJ0040
 QJ0040                          STATION RECOVERY (1966)
 QJ0040
 QJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QJ0040'6.5 MI W FROM ALPENA.  THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA,
 QJ0040'ON PHELPS COLLINS AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST
 QJ0040'AVENUE, 108 FEET SOUTHEAST OF THE INTERSECTION, 64 FEET SOUTHWEST OF
 QJ0040'THE SOUTHWEST CORNER OF BUILDING T-10, 35 FEET WEST OF A WITNESS POST,
 QJ0040'34 FEET EAST OF THE CENTER OF 3RD STREET, AND 20.5 FEET WEST OF THE
 QJ0040'SOUTHWEST LEG OF THE BEACON TOWER.  IT IS A STANDARD DISK SET IN A
 QJ0040'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED COLLINS 1956.
 QJ0040
 QJ0040                          STATION RECOVERY (1976)
 QJ0040
 QJ0040'RECOVERY NOTE BY US AIR FORCE 1976 (CM)
 QJ0040'STATION, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION 1956 DESCRIPTION
 QJ0040'ADEQUATE AZ MARK NOT SEARCHED FOR.
 QJ0040
 QJ0040                          STATION RECOVERY (1976)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 QJ0040'THE STATION, RM 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 QJ0040'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY
 QJ0040'EXCEPT THAT EAST AVENUE IS NOW CHOW ALLEY AND 3RD STREET IS NOW
 QJ0040'3RD AVENUE.  BUILDING T-10 IS THE PARACHUTE SHOP.
 QJ0040'
 QJ0040'RM 2 WAS NOT FOUND.
 QJ0040'
 QJ0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHELPS-COLLINS
 QJ0040'AIRPORT, ALPENA.
 QJ0040
 QJ0040                          STATION RECOVERY (1980)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 QJ0040'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK ONE WERE RECOVERED
 QJ0040'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK TWO WAS SEARCHED FOR
 QJ0040'BUT NOT RECOVERED.  REGARDING THE ORIGINAL DESCRIPTION.  THE AZIMUTH
 QJ0040'MARK IS APPROXIMATELY 1830 FT. SOUTHWEST OF RUNWAY END 24 - THE 3200
 QJ0040'FOOT MARK REFERRED TO IS FROM RUNWAY END 6.  THE AZIMUTH MARK IS THE
 QJ0040'ONLY ONE WHICH CURRENTLY REQUIRES CLEARANCE FROM THE CONTROL TOWER TO
 QJ0040'REACH.  THE AIRPORT BEACON HAS BEEN MOVED ATOP THE NEARBY CONTROL
 QJ0040'TOWER BUT THE OLD BEACON TOWER REMAINS.
 QJ0040'
 QJ0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 QJ0040'ALPENA (AT PHELPS COLLINS AIRPORT).
 QJ0040
 QJ0040                          STATION RECOVERY (1984)
 QJ0040
 QJ0040'RECOVERY NOTE BY US AIR FORCE 1984 (JBS)
 QJ0040'COLLINS 1956 RECOVERED GOOD.  COLLINS 1956 NO 1 RECOVERED GOOD.
 QJ0040'COLLINS 1956 NO 2 NOT RECOVERED.  COLLINS 1956 RECOVERED GOOD.
 QJ0040'COLLINS 1956 NO 2 WAS SEARCHED FOR AND NOT FOUND.  DISTANCE TO COLLINS
 QJ0040'NO 1 AND COLLINS WERE FOUND TO AGREE.
 QJ0040
 QJ0040                          STATION RECOVERY (1984)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0040'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0040'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0040'STREET AND EAST AVENUE.
 QJ0040'
 QJ0040'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS 32.92 M (108.01 FT)
 QJ0040'SOUTHEAST OF THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 19.51 M
 QJ0040'(64.01 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING T-10, 10.67 M
 QJ0040'(35.01 FT) WEST OF A WP, 10.36 M (33.99 FT) EAST OF THE CENTER OF 3RD
 QJ0040'STREET AND 6.25 M (20.51 FT) WEST FROM THE SOUTHWEST LEG OF THE BEACON
 QJ0040'TOWER.
 QJ0040'
 QJ0040'A TRAVERSE CONNECTION WAS MADE TO STATION COLLINS 1956 AZ MK USING
 QJ0040'ELECTRONIC DISTANCE MEASURING EQUIPMENT AT THIS TIME.  HEIGHT OF
 QJ0040'TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.  NOTE-CLEARENCE FROM THE
 QJ0040'CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY WORK IS DONE ON OR NEAR
 QJ0040'THE RUNWAYS.  RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC
 QJ0040'ADVISOR-MICHIGAN.
 QJ0040
 QJ0040                          STATION RECOVERY (1999)
 QJ0040
 QJ0040'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0040'MARK NOT FOUND.
 QJ0040
 QJ0040                          STATION RECOVERY (2012)
 QJ0040
 QJ0040'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 TY7768 ***********************************************************************
 TY7768  DESIGNATION -  COLLINS
 TY7768  PID         -  TY7768
 TY7768  STATE/COUNTY-  MI/KEWEENAW
 TY7768  COUNTRY     -  US
 TY7768  USGS QUAD   -  LAKE MEDORA (2017)
 TY7768
 TY7768                         *CURRENT SURVEY CONTROL
 TY7768  ______________________________________________________________________
 TY7768* NAD 83(1994) POSITION- 47 22 51.76244(N) 087 57 44.32275(W)   ADJUSTED
 TY7768* NAVD 88 ORTHO HEIGHT -   184.90  (+/-2cm)      606.6   (feet) VERTCON3
 TY7768  ______________________________________________________________________
 TY7768  GEOID HEIGHT    -        -35.472 (meters)                     GEOID18
 TY7768  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 TY7768  HORZ ORDER      -  THIRD
 TY7768  VERT ORDER      -  THIRD ? (See Below)
 TY7768
 TY7768.The horizontal coordinates were established by classical geodetic methods
 TY7768.and adjusted by the National Geodetic Survey in February 1997.
 TY7768
 TY7768.The NAVD 88 height was computed by applying the VERTCON shift value to
 TY7768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TY7768
 TY7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY7768.GEOID18 height accuracy estimate available here.
 TY7768
 TY7768.The vertical order pertains to the NGVD 29 superseded value.
 TY7768
 TY7768.Click photographs - Photos may exist for this station.
 TY7768
 TY7768.The Laplace correction was computed from DEFLEC18 derived deflections.
 TY7768
 TY7768. The following values were computed from the NAD 83(1994) position.
 TY7768
 TY7768;                    North         East     Units Scale Factor Converg.
 TY7768;SPC MI N     -   289,182.670 7,927,327.886   MT  1.00008638   -0 41 44.0
 TY7768;SPC MI N     -   948,762.04 26,008,293.59   iFT  1.00008638   -0 41 44.0
 TY7768;UTM  16      - 5,247,958.589   427,361.724   MT  0.99966484   -0 42 29.4
 TY7768
 TY7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7768!SPC MI N     -   0.99997658  x   1.00008638  =   1.00006296
 TY7768!UTM  16      -   0.99997658  x   0.99966484  =   0.99964143
 TY7768
 TY7768:                Primary Azimuth Mark                     Grid Az
 TY7768:SPC MI N     -  MT HOUGHTON 2                            029 07 07.9
 TY7768:UTM  16      -  MT HOUGHTON 2                            029 07 53.3
 TY7768
 TY7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2736147958(NAD 83)
 TY7768
 TY7768|---------------------------------------------------------------------|
 TY7768| PID    Reference Object                     Distance      Geod. Az  |
 TY7768|                                                           dddmmss.s |
 TY7768| TY7771 MT HOUGHTON 2                       APPROX. 3.3 KM 0282523.9 |
 TY7768|---------------------------------------------------------------------|
 TY7768
 TY7768                          SUPERSEDED SURVEY CONTROL
 TY7768
 TY7768  NAD 83(1986)-  47 22 51.75108(N)    087 57 44.29970(W) AD(       ) 3
 TY7768  NAD 27      -  47 22 52.06700(N)    087 57 43.90300(W) AD(       ) 3
 TY7768  NGVD 29             184.91   (m)          606.7    (f) LEVELING    3  
 TY7768
 TY7768.Superseded values are not recommended for survey control.
 TY7768
 TY7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7768.See file dsdata.pdf to determine how the superseded data were derived.
 TY7768
 TY7768_MARKER: DD = SURVEY DISK
 TY7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7768_STAMPING: COLLINS 1934
 TY7768_MARK LOGO: CGS+SS
 TY7768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7768+STABILITY: SURFACE MOTION
 TY7768
 TY7768  HISTORY     - Date     Condition        Report By
 TY7768  HISTORY     - 1934     MONUMENTED       MIGS
 TY7768  HISTORY     - 20031015 POOR             GEOCAC
 TY7768
 TY7768                          STATION DESCRIPTION
 TY7768
 TY7768'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 TY7768'NEAR THE WEST SHORE LINE OF BETE GRISE BAY, IN SEC. 35, T. 58
 TY7768'N., R. 29 W., 0.5 MILE SOUTH ALONG THE SHORE FROM THE SHARP
 TY7768'ANGLE IN THE NORTHWEST PORTION OF THE BAY AT BETE GRISE
 TY7768'SUMMER RESORT, 0.4 MILE NORTH FROM THE CANAL LEADING FROM
 TY7768'THE BAY INTO LAC LA BELLE, 58 FEET BACK FROM HIGH WATER LINE AND
 TY7768'33 FEET WEST FROM THE CENTER LINE OF THE ROAD.
 TY7768'
 TY7768'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD
 TY7768'COPPER HARBOR TO WHERE THE LAC LA BELLE ROAD BRANCHES OFF TO
 TY7768'THE SOUTHEAST ABOUT 22 MILES NORTH AND EAST FROM CALUMET, TAKE
 TY7768'THE LAC LA BELLE ROAD AND FOLLOW IT FOR 7.5 MILES TO BETE GRISE
 TY7768'SUMMER RESORT, CONTINUE ON THIS ROAD SOUTH THROUGH THE RESORT
 TY7768'TO WHERE THE ROAD COMES DOWN CLOSE TO THE BEACH.
 TY7768'
 TY7768'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TY7768'CONCRETE AS DESCRIBED IN NOTES 1A AND 1B RESPECTIVELY.
 TY7768'
 TY7768'STATION MENDOTA, 0.8 MILE TO THE SOUTH ALONG THE SHORE, CAN
 TY7768'BE USED AS AN AZIMUTH MARK FOR STATION COLLINS.
 TY7768
 TY7768                          STATION RECOVERY (2003)
 TY7768
 TY7768'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 TY7768'LOCATED THE MARK WITH DGPS. THE SURVEY DISK IS GONE ALONG WITH ABOUT
 TY7768'2-INCHES OF CONCRETE POST. THE HOLE FROM THE SURVEY DISK STEM IS
 TY7768'REMAINING. THE REFERENCE MARK WAS NOT FOUND.
 TY7768'LAC LA BELLE, 3.7 MILES EAST THEN SOUTH ALONG THE BETE GRIS ROAD FROM
 TY7768'THE JUNCTION OF THE LAC LA BELLE-GAY ROAD, ABOUT 0.7 MILES EAST AND
 TY7768'SOUTH OF SMITH FISHERIES ROAD.
 TY7768'THE MARK IS 265 FT SOUTH ALONG RD FROM THE C/L LAGOON LANE, 76.5 FT
 TY7768'NORTH OF A TELEPHONE JUNCTION BOX NO.31, 40 FT WEST OF THE C/L BETE
 TY7768'GRIS RD, 2-INCHES BELOW GROUND LEVEL AND LOCATED ON VACANT (AT THIS
 TY7768'TIME) PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0373 ***********************************************************************
 QJ0373  DESIGNATION -  COLLINS AZ MK
 QJ0373  PID         -  QJ0373
 QJ0373  STATE/COUNTY-  MI/ALPENA
 QJ0373  COUNTRY     -  US
 QJ0373  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0373
 QJ0373                         *CURRENT SURVEY CONTROL
 QJ0373  ______________________________________________________________________
 QJ0373* NAD 83(1994) POSITION- 45 04 50.30122(N) 083 33 22.14727(W)   NO CHECK
 QJ0373* NAVD 88 ORTHO HEIGHT -   206.6   (meters)      678.    (feet) VERTCON3
 QJ0373  ______________________________________________________________________
 QJ0373  GEOID HEIGHT    -        -36.466 (meters)                     GEOID18
 QJ0373  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 QJ0373  HORZ ORDER      -  THIRD
 QJ0373
 QJ0373.This mark is at Alpena Airport (APN)
 QJ0373
 QJ0373.The horizontal coordinates were established by classical geodetic methods
 QJ0373.and adjusted by the National Geodetic Survey in February 1997.
 QJ0373
 QJ0373.No horizontal observational check was made to the station.
 QJ0373
 QJ0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0373
 QJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0373.GEOID18 height accuracy estimate available here.
 QJ0373
 QJ0373.Click photographs - Photos may exist for this station.
 QJ0373
 QJ0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0373
 QJ0373. The following values were computed from the NAD 83(1994) position.
 QJ0373
 QJ0373;                    North         East     Units Scale Factor Converg.
 QJ0373;SPC MI C     -   196,331.559 6,063,810.360   MT  0.99991557   +0 34 21.2
 QJ0373;SPC MI C     -   644,132.41 19,894,390.94   iFT  0.99991557   +0 34 21.2
 QJ0373;UTM  17      - 4,995,087.244   298,819.010   MT  1.00009769   -1 48 38.2
 QJ0373
 QJ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0373!SPC MI C     -   0.99997332  x   0.99991557  =   0.99988890
 QJ0373!UTM  17      -   0.99997332  x   1.00009769  =   1.00007101
 QJ0373
 QJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9881995087(NAD 83)
 QJ0373
 QJ0373                          SUPERSEDED SURVEY CONTROL
 QJ0373
 QJ0373  NAD 83(1986)-  45 04 50.29649(N)    083 33 22.14834(W) AD(       ) 3
 QJ0373  NGVD 29 (08/24/92)  206.8    (m)          678.     (f) VERT ANG       
 QJ0373
 QJ0373.Superseded values are not recommended for survey control.
 QJ0373
 QJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0373
 QJ0373_MARKER: DZ = AZIMUTH MARK DISK
 QJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0373_STAMPING: COLLINS 1956
 QJ0373_MARK LOGO: CGS
 QJ0373_PROJECTION: FLUSH
 QJ0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0373+STABILITY: SURFACE MOTION
 QJ0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0373+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 QJ0373
 QJ0373  HISTORY     - Date     Condition        Report By
 QJ0373  HISTORY     - 1956     MONUMENTED       CGS
 QJ0373  HISTORY     - 19840725 GOOD             NGS
 QJ0373  HISTORY     - 19900818 GOOD             NGS
 QJ0373  HISTORY     - 19990805 GOOD             USPSQD
 QJ0373  HISTORY     - 20120721 GOOD             WOOLPT
 QJ0373
 QJ0373                          STATION DESCRIPTION
 QJ0373
 QJ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QJ0373'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0373'ALPENA, ON THE PHELPS-COLLINS AIRPORT.
 QJ0373'TO REACH FROM THE INTERSECTION OF 3RD STREET AND EAST AVENUE, LOCATION
 QJ0373'OF THE COLLINS 1956, PROCEED EAST ACROSS A LARGE TAXI STRIP TO THE
 QJ0373'NORTH-SOUTH RUN-WAY.  CROSS THE RUN-WAY AND CONTINUE EAST TO THE MARK
 QJ0373'NEAR THE 3200 FOOT MARK AT THE NORTHWEST EDGE OF THE
 QJ0373'NORTHEAST-SOUTHWEST RUN-WAY.
 QJ0373'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS 1.37 M (4.49 FT)
 QJ0373'NORTHWEST FROM THE NORTHWEST EDGE OF THE NORTHEAST-SOUTHWEST RUN-WAY,
 QJ0373'AT THE 3200 MARK OF RUN-WAY.
 QJ0373'A TRAVERSE CONNECTION WAS MADE TO STATION COLLINS 1956 USING
 QJ0373'ELECTRONIC DISTANCE MEASURING EQUIPMENT AT THIS TIME.
 QJ0373'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0373'NOTE - CLEARENCE FROM THE CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY
 QJ0373'WORK IS DONE ON OR NEAR THE RUNWAYS.
 QJ0373'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0373
 QJ0373                          STATION RECOVERY (1990)
 QJ0373
 QJ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0373'THE STATION IS LOCATED IN THE EAST-CENTRAL PART OF THE AIRPORT IN THE
 QJ0373'LARGE GRASS MIDFIELD TRIANGLE.  IT IS APPROXIMATELY 1830 FT (557.8 M)
 QJ0373'SOUTHWEST OF RWY END 25 AND 4.5 FT (1.4 M) NORTHWEST OF THE NORTHWEST
 QJ0373'EDGE OF RWY 25.  32 00 IS IMPRINTED IN THE EDGE OF THE CONCRETE RUNWAY
 QJ0373'PAVEMENT OPPOSITE THE STATION (AS PART OF THE ORIGINAL CONSTRUCTION
 QJ0373'STATIONINGS FOR RWY END 7).  THE STATION IS A STANDARD AZIMUTH MARK
 QJ0373'DISK STAMPED COLLINS 1956 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QJ0373'WITH THE GROUND.
 QJ0373
 QJ0373                          STATION RECOVERY (1999)
 QJ0373
 QJ0373'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0373'RECOVERED IN GOOD CONDITION.
 QJ0373
 QJ0373                          STATION RECOVERY (2012)
 QJ0373
 QJ0373'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0041 ***********************************************************************
 QJ0041  DESIGNATION -  COLLINS RM 1
 QJ0041  PID         -  QJ0041
 QJ0041  STATE/COUNTY-  MI/ALPENA
 QJ0041  COUNTRY     -  US
 QJ0041  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0041
 QJ0041                         *CURRENT SURVEY CONTROL
 QJ0041  ______________________________________________________________________
 QJ0041* NAD 83(1986) POSITION- 45 04 50.29   (N) 083 33 55.63   (W)   HD_HELD1
 QJ0041* NAVD 88 ORTHO HEIGHT -   209.731 (meters)      688.09  (feet) ADJUSTED
 QJ0041  ______________________________________________________________________
 QJ0041  GEOID HEIGHT    -        -36.459 (meters)                     GEOID18
 QJ0041  DYNAMIC HEIGHT  -        209.715 (meters)      688.04  (feet) COMP
 QJ0041  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QJ0041
 QJ0041  VERT ORDER      -  SECOND    CLASS 0
 QJ0041
 QJ0041.This mark is at Alpena Airport (APN)
 QJ0041
 QJ0041.The horizontal coordinates were determined by differentially corrected
 QJ0041.hand held GPS observations or other comparable positioning techniques
 QJ0041.and have an estimated accuracy of +/- 3 meters.
 QJ0041
 QJ0041.The orthometric height was determined by differential leveling and
 QJ0041.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0041.in June 1991.
 QJ0041
 QJ0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0041.GEOID18 height accuracy estimate available here.
 QJ0041
 QJ0041.Click photographs - Photos may exist for this station.
 QJ0041
 QJ0041.The dynamic height is computed by dividing the NAVD 88
 QJ0041.geopotential number by the normal gravity value computed on the
 QJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0041.degrees latitude (g = 980.6199 gals.).
 QJ0041
 QJ0041.The modeled gravity was interpolated from observed gravity values.
 QJ0041
 QJ0041;                    North         East    Units  Estimated Accuracy
 QJ0041;SPC MI C     -   196,323.9   6,063,078.2     MT  (+/- 3 meters HH1 GPS) 
 QJ0041
 QJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9808695110(NAD 83)
 QJ0041
 QJ0041                          SUPERSEDED SURVEY CONTROL
 QJ0041
 QJ0041  NGVD 29 (??/??/92)  209.873  (m)          688.56   (f) ADJ UNCH    2 0
 QJ0041
 QJ0041.Superseded values are not recommended for survey control.
 QJ0041
 QJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0041.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0041
 QJ0041_MARKER: DR = REFERENCE MARK DISK
 QJ0041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0041+WITH SETTING: PAVEMENT
 QJ0041_SP_SET: TOWER FOUNDATION
 QJ0041_STAMPING: COLLINS NO 1 1956
 QJ0041_MARK LOGO: CGS
 QJ0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0041+STABILITY: SURFACE MOTION
 QJ0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0041+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 QJ0041
 QJ0041  HISTORY     - Date     Condition        Report By
 QJ0041  HISTORY     - 1956     MONUMENTED       CGS
 QJ0041  HISTORY     - 1966     GOOD             CGS
 QJ0041  HISTORY     - 19840725 GOOD             NGS
 QJ0041  HISTORY     - 19990805 GOOD             USPSQD
 QJ0041  HISTORY     - 20120720 GOOD             WOOLPT
 QJ0041  HISTORY     - 20160609 GOOD             MIDT
 QJ0041
 QJ0041                          STATION DESCRIPTION
 QJ0041
 QJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0041'6.5 MI W FROM ALPENA.
 QJ0041'THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA, ON PHELPS COLLINS
 QJ0041'AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE, IN
 QJ0041'THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE BEACON
 QJ0041'TOWER.  IT IS A STANDARD REFERENCE MARK DISK SET FLUSH IN THE
 QJ0041'FOUNDATION AND IS STAMPED COLLINS NO 1 1956.
 QJ0041
 QJ0041                          STATION RECOVERY (1984)
 QJ0041
 QJ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0041'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0041'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0041'STREET AND EAST AVENUE.
 QJ0041'REFERENCE MARK 1 IS CEMENTED IN A DRILL IN THE CONCRETE FOUNDATION FOR
 QJ0041'THE SOUTHEAST LEG OF THE BEACON TOWER.  IT IS 10.534 M (34.560 FT)
 QJ0041'NORTH FROM STATION COLLINS 1956.
 QJ0041'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0041
 QJ0041                          STATION RECOVERY (1999)
 QJ0041
 QJ0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0041'RECOVERED IN GOOD CONDITION.
 QJ0041
 QJ0041                          STATION RECOVERY (2012)
 QJ0041
 QJ0041'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0041'RECOVERED IN GOOD CONDITION.
 QJ0041
 QJ0041                          STATION RECOVERY (2016)
 QJ0041
 QJ0041'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QJ0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0042 ***********************************************************************
 QJ0042  DESIGNATION -  COLLINS RM 2
 QJ0042  PID         -  QJ0042
 QJ0042  STATE/COUNTY-  MI/ALPENA
 QJ0042  COUNTRY     -  US
 QJ0042  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0042
 QJ0042                         *CURRENT SURVEY CONTROL
 QJ0042  ______________________________________________________________________
 QJ0042* NAD 83(1986) POSITION- 45 04 50.98   (N) 083 33 56.27   (W)   HD_HELD1
 QJ0042* NAVD 88 ORTHO HEIGHT -   209.965 (meters)      688.86  (feet) ADJUSTED
 QJ0042  ______________________________________________________________________
 QJ0042  GEOID HEIGHT    -        -36.459 (meters)                     GEOID18
 QJ0042  DYNAMIC HEIGHT  -        209.949 (meters)      688.81  (feet) COMP
 QJ0042  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QJ0042
 QJ0042  VERT ORDER      -  SECOND    CLASS 0
 QJ0042
 QJ0042.This mark is at Alpena Airport (APN)
 QJ0042
 QJ0042.The horizontal coordinates were determined by differentially corrected
 QJ0042.hand held GPS observations or other comparable positioning techniques
 QJ0042.and have an estimated accuracy of +/- 3 meters.
 QJ0042
 QJ0042.The orthometric height was determined by differential leveling and
 QJ0042.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0042.in June 1991.
 QJ0042
 QJ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0042.GEOID18 height accuracy estimate available here.
 QJ0042
 QJ0042.Click photographs - Photos may exist for this station.
 QJ0042
 QJ0042.The dynamic height is computed by dividing the NAVD 88
 QJ0042.geopotential number by the normal gravity value computed on the
 QJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0042.degrees latitude (g = 980.6199 gals.).
 QJ0042
 QJ0042.The modeled gravity was interpolated from observed gravity values.
 QJ0042
 QJ0042;                    North         East    Units  Estimated Accuracy
 QJ0042;SPC MI C     -   196,345.1   6,063,063.9     MT  (+/- 3 meters HH1 GPS) 
 QJ0042
 QJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9807395131(NAD 83)
 QJ0042
 QJ0042                          SUPERSEDED SURVEY CONTROL
 QJ0042
 QJ0042  NGVD 29 (??/??/92)  210.107  (m)          689.33   (f) ADJ UNCH    2 0
 QJ0042
 QJ0042.Superseded values are not recommended for survey control.
 QJ0042
 QJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0042.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0042
 QJ0042_MARKER: DR = REFERENCE MARK DISK
 QJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0042_STAMPING: COLLINS NO 2 1956
 QJ0042_MARK LOGO: CGS
 QJ0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0042+STABILITY: SURFACE MOTION
 QJ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0042+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1984
 QJ0042
 QJ0042  HISTORY     - Date     Condition        Report By
 QJ0042  HISTORY     - 1956     MONUMENTED       CGS
 QJ0042  HISTORY     - 1966     GOOD             CGS
 QJ0042  HISTORY     - 19840725 GOOD             NGS
 QJ0042  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0042
 QJ0042                          STATION DESCRIPTION
 QJ0042
 QJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0042'6.5 MI W FROM ALPENA.
 QJ0042'THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA, ON PHELPS COLLINS
 QJ0042'AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 61
 QJ0042'FEET WEST OF THE NORTHWEST CORNER OF BUILDING T-10, 22 FEET EAST
 QJ0042'OF THE CENTERLINE OF 3RD STREET, AND 1 FOOT SOUTH OF A POWER
 QJ0042'POLE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 QJ0042'A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED COLLINS
 QJ0042'NO 2 1956.
 QJ0042
 QJ0042                          STATION RECOVERY (1984)
 QJ0042
 QJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0042'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0042'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0042'STREET AND EAST AVENUE.
 QJ0042'REFERENCE MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS 21.57 M
 QJ0042'(70.77 FT) NORTH FROM STATION COLLINS 1956, 18.59 M (60.99 FT) WEST
 QJ0042'FROM THE NORTHWEST CORNER OF BUILDING T-10, 6.71 M (22.01 FT) EAST
 QJ0042'FROM THE CENTER OF 3RD STREET AND 0.30 M (0.98 FT) SOUTH FROM A
 QJ0042'UTILITY POLE.
 QJ0042'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0042
 QJ0042                          STATION RECOVERY (1999)
 QJ0042
 QJ0042'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0212 ***********************************************************************
 NE0212  DESIGNATION -  COLONY
 NE0212  PID         -  NE0212
 NE0212  STATE/COUNTY-  MI/ST CLAIR
 NE0212  COUNTRY     -  US
 NE0212  USGS QUAD   -  MARINE CITY (2017)
 NE0212
 NE0212                         *CURRENT SURVEY CONTROL
 NE0212  ______________________________________________________________________
 NE0212* NAD 83(1986) POSITION- 42 37 42.     (N) 082 37 22.     (W)   SCALED
 NE0212* NAVD 88 ORTHO HEIGHT -   176.473 (meters)      578.98  (feet) ADJUSTED
 NE0212  ______________________________________________________________________
 NE0212  GEOID HEIGHT    -        -34.908 (meters)                     GEOID18
 NE0212  DYNAMIC HEIGHT  -        176.424 (meters)      578.82  (feet) COMP
 NE0212  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 NE0212
 NE0212  VERT ORDER      -  FIRST     CLASS 0
 NE0212
 NE0212.The horizontal coordinates were scaled from a map and have
 NE0212.an estimated accuracy of +/- 6 seconds.
 NE0212
 NE0212.The orthometric height was determined by differential leveling and
 NE0212.adjusted by the NATIONAL GEODETIC SURVEY
 NE0212.in June 1991.
 NE0212
 NE0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0212.GEOID18 height accuracy estimate available here.
 NE0212
 NE0212.Click photographs - Photos may exist for this station.
 NE0212
 NE0212.The dynamic height is computed by dividing the NAVD 88
 NE0212.geopotential number by the normal gravity value computed on the
 NE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0212.degrees latitude (g = 980.6199 gals.).
 NE0212
 NE0212.The modeled gravity was interpolated from observed gravity values.
 NE0212
 NE0212;                    North         East    Units  Estimated Accuracy
 NE0212;SPC MI S     -   126,810.    4,143,030.      MT  (+/- 180 meters Scaled)
 NE0212
 NE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH669208(NAD 83)
 NE0212
 NE0212                          SUPERSEDED SURVEY CONTROL
 NE0212
 NE0212  NGVD 29 (??/??/92)  176.606  (m)          579.41   (f) ADJ UNCH    1 0
 NE0212
 NE0212.Superseded values are not recommended for survey control.
 NE0212
 NE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0212.See file dsdata.pdf to determine how the superseded data were derived.
 NE0212
 NE0212_MARKER: Z = SEE DESCRIPTION
 NE0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0212_SP_SET: MANHOLE
 NE0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0212
 NE0212  HISTORY     - Date     Condition        Report By
 NE0212  HISTORY     - 1968     MONUMENTED       USLS
 NE0212  HISTORY     - 1970     GOOD             USLS
 NE0212  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 NE0212
 NE0212                          STATION DESCRIPTION
 NE0212
 NE0212'DESCRIBED BY US LAKE SURVEY 1970
 NE0212'4.5 MI W FROM ALGONAC.
 NE0212'COLONY IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 4 1/2 MILES
 NE0212'WEST OF ALGONAC, ON SOUTH SIDE OF HIGHWAY M-29, IN COLONY
 NE0212'ISLES SUBDIVISION, ON NORTH CHANNEL OF ST. CLAIR RIVER, ABOUT
 NE0212'0.4 MILE SOUTHWEST OF INTERSECTION OF MARINA AND AQUA ISLE
 NE0212'DRIVES, 400 FEET NORTHEAST OF CHANNEL EDGE, 74.0 FEET EASTERLY
 NE0212'OF EASTERLY CORNER OF DWELLING AT NO. 7394 AQUA ISLE DR.,
 NE0212'47.6 FEET NORTHEASTERLY OF NO. P4-652-6 AND 25.7 FEET
 NE0212'SOUTHWESTERLY OF NO. P5-652-6 EDISON CABLE COVERS AND MARKERS,
 NE0212'22 FEET SOUTHEAST OF CENTERLINE OF DRIVE, 6.7 FEET SOUTHEAST
 NE0212'OF SOUTHEAST OF CURB, JUST ABOVE THE GROUND SURFACE, BEING
 NE0212'HIGHEST POINT OVER CROSS CUT IN THE TOP OF THE OUTER EDGE OF CAST
 NE0212'IRON MAN HOLE.  NOTE-- BM 1968
 NE0212
 NE0212                          STATION RECOVERY (1999)
 NE0212
 NE0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1555 ***********************************************************************
 RL1555  DESIGNATION -  COLONY
 RL1555  PID         -  RL1555
 RL1555  STATE/COUNTY-  MI/IRON
 RL1555  COUNTRY     -  US
 RL1555  USGS QUAD   -  LAKE MARY (2017)
 RL1555
 RL1555                         *CURRENT SURVEY CONTROL
 RL1555  ______________________________________________________________________
 RL1555* NAD 83(1994) POSITION- 46 05 02.71573(N) 088 11 23.63939(W)   ADJUSTED
 RL1555* NAVD 88 ORTHO HEIGHT -   423.    (meters)     1388.    (feet) SCALED
 RL1555  ______________________________________________________________________
 RL1555  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 RL1555  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 RL1555  HORZ ORDER      -  SECOND
 RL1555
 RL1555.The horizontal coordinates were established by classical geodetic methods
 RL1555.and adjusted by the National Geodetic Survey in February 1997.
 RL1555
 RL1555.The orthometric height was scaled from a topographic map.
 RL1555
 RL1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1555.GEOID18 height accuracy estimate available here.
 RL1555
 RL1555.Click photographs - Photos may exist for this station.
 RL1555
 RL1555.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1555
 RL1555. The following values were computed from the NAD 83(1994) position.
 RL1555
 RL1555;                    North         East     Units Scale Factor Converg.
 RL1555;SPC MI N     -   145,261.673 7,907,977.994   MT  0.99990897   -0 51 36.2
 RL1555;SPC MI N     -   476,580.29 25,944,809.69   iFT  0.99990897   -0 51 36.2
 RL1555;UTM  16      - 5,104,078.474   408,003.214   MT  0.99970404   -0 51 26.0
 RL1555
 RL1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1555!SPC MI N     -   0.99993891  x   0.99990897  =   0.99984789
 RL1555!UTM  16      -   0.99993891  x   0.99970404  =   0.99964297
 RL1555
 RL1555:                Primary Azimuth Mark                     Grid Az
 RL1555:SPC MI N     -  COLONY AZ MK                             243 05 54.8
 RL1555:UTM  16      -  COLONY AZ MK                             243 05 44.6
 RL1555
 RL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0800304078(NAD 83)
 RL1555
 RL1555|---------------------------------------------------------------------|
 RL1555| PID    Reference Object                     Distance      Geod. Az  |
 RL1555|                                                           dddmmss.s |
 RL1555| CJ2375 COLONY RM 1                          35.228 METERS 11041     |
 RL1555| CJ2376 COLONY RM 2                          26.567 METERS 17104     |
 RL1555| CJ2374 COLONY AZ MK                                       2421418.6 |
 RL1555|---------------------------------------------------------------------|
 RL1555
 RL1555                          SUPERSEDED SURVEY CONTROL
 RL1555
 RL1555  NAD 83(1991)-  46 05 02.71408(N)    088 11 23.63464(W) AD(       ) 2
 RL1555  NAD 83(1986)-  46 05 02.71453(N)    088 11 23.63170(W) AD(       ) 2
 RL1555  NAD 27      -  46 05 02.89800(N)    088 11 23.15300(W) AD(       ) 2
 RL1555
 RL1555.Superseded values are not recommended for survey control.
 RL1555
 RL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1555.See file dsdata.pdf to determine how the superseded data were derived.
 RL1555
 RL1555_MARKER: DS = TRIANGULATION STATION DISK
 RL1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1555_STAMPING: COLONY 1954
 RL1555_MARK LOGO: CGS
 RL1555_PROJECTION: PROJECTING 15 CENTIMETERS
 RL1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1555+STABILITY: SURFACE MOTION
 RL1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1555+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1555
 RL1555  HISTORY     - Date     Condition        Report By
 RL1555  HISTORY     - 1954     MONUMENTED       CGS
 RL1555  HISTORY     - 20030925 GOOD             USPSQD
 RL1555  HISTORY     - 20060803 GOOD             USPSQD
 RL1555  HISTORY     - 20080720 GOOD             GEOCAC
 RL1555
 RL1555                          STATION DESCRIPTION
 RL1555
 RL1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1555'STATION IS LOCATED ABOUT 7 MILES EAST OF CRYSTAL FALLS AND
 RL1555'5-1/2 MILES WEST OF SAGOLA ALONG THE RIGHT OF WAY OF STATE
 RL1555'HIGHWAY 69.  STATION IS 47 FEET NORTHWEST OF THE CENTERLINE
 RL1555'OF HIGHWAY, 21 FEET WEST NORTHWEST OF TRIANGLE BLAZED TWIN
 RL1555'TREE, 17 FEET NORTH OF POPLAR TREE AND 8 FEET WEST OF WITNESS
 RL1555'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RL1555'STAMPED COLONY 1954.
 RL1555'
 RL1555'REFERENCE MARK NO. 1 IS 37 FEET SOUTHEAST OF THE CENTERLINE
 RL1555'OF HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RL1555'IS STAMPED COLONY NO 1 1954.
 RL1555'
 RL1555'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF THE CENTERLINE
 RL1555'OF HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RL1555'IS STAMPED COLONY NO 2 1954.
 RL1555'
 RL1555'AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 RL1555'AND 3 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 RL1555'ABOUT 6 INCHES AND THE DISK IS STAMPED COLONY 1954.
 RL1555'
 RL1555'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 95 IN
 RL1555'SAGOLA GO WEST ON HIGHWAY 69 FOR 5.6 MILES TO STATION ON
 RL1555'RIGHT AS DESCRIBED.  CONTINUE WESTERLY ON HIGHWAY FOR 0.4
 RL1555'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 RL1555'
 RL1555'CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 RL1555'
 RL1555'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RL1555
 RL1555                          STATION RECOVERY (2003)
 RL1555
 RL1555'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1555'RM 1 AND RM 2 ALSO FOUND IN GOOD CONDITION. AZ MARK NOT FOUND.
 RL1555
 RL1555                          STATION RECOVERY (2006)
 RL1555
 RL1555'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1555'COLONY RM 1 AND RM 2 ALSO FOUND IN GOOD CONDITION
 RL1555
 RL1555                          STATION RECOVERY (2008)
 RL1555
 RL1555'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL1555'STATION MARK, RM1 AND RM2 ALL RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0884 ***********************************************************************
 MC0884  DESIGNATION -  COLORS
 MC0884  PID         -  MC0884
 MC0884  STATE/COUNTY-  MI/MONROE
 MC0884  COUNTRY     -  US
 MC0884  USGS QUAD   -  STONY POINT (2017)
 MC0884
 MC0884                         *CURRENT SURVEY CONTROL
 MC0884  ______________________________________________________________________
 MC0884* NAD 83(1986) POSITION- 41 55 12.     (N) 083 20 18.     (W)   SCALED
 MC0884* NAVD 88 ORTHO HEIGHT -   175.546 (meters)      575.94  (feet) ADJUSTED
 MC0884  ______________________________________________________________________
 MC0884  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 MC0884  DYNAMIC HEIGHT  -        175.483 (meters)      575.73  (feet) COMP
 MC0884  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 MC0884
 MC0884  VERT ORDER      -  FIRST     CLASS 0
 MC0884
 MC0884.The horizontal coordinates were scaled from a map and have
 MC0884.an estimated accuracy of +/- 6 seconds.
 MC0884
 MC0884.The orthometric height was determined by differential leveling and
 MC0884.adjusted by the NATIONAL GEODETIC SURVEY
 MC0884.in June 1991.
 MC0884
 MC0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0884.GEOID18 height accuracy estimate available here.
 MC0884
 MC0884.Click photographs - Photos may exist for this station.
 MC0884
 MC0884.The dynamic height is computed by dividing the NAVD 88
 MC0884.geopotential number by the normal gravity value computed on the
 MC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0884.degrees latitude (g = 980.6199 gals.).
 MC0884
 MC0884.The modeled gravity was interpolated from observed gravity values.
 MC0884
 MC0884;                    North         East    Units  Estimated Accuracy
 MC0884;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0884
 MC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0884
 MC0884                          SUPERSEDED SURVEY CONTROL
 MC0884
 MC0884  NGVD 29 (??/??/92)  175.717  (m)          576.50   (f) ADJ UNCH    1 0
 MC0884
 MC0884.Superseded values are not recommended for survey control.
 MC0884
 MC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0884.See file dsdata.pdf to determine how the superseded data were derived.
 MC0884
 MC0884_MARKER: I = METAL ROD
 MC0884_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0884+WITH SETTING: INFORMATION.
 MC0884_STAMPING: COLORS 1959
 MC0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0884
 MC0884  HISTORY     - Date     Condition        Report By
 MC0884  HISTORY     - 1959     MONUMENTED       USLS
 MC0884  HISTORY     - 1969     GOOD             USLS
 MC0884
 MC0884                          STATION DESCRIPTION
 MC0884
 MC0884'DESCRIBED BY US LAKE SURVEY 1969
 MC0884'IN MONROE.
 MC0884'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0884'SIDE OF THE PARK LAGOON, NEAR THE PARK HEADQUARTERS BUILDING, 73 FEET
 MC0884'SOUTH OF B.M. COBRA, 50.5 FEET SOUTHEAST OF B.M. 8247-Z, 1.1 FEET
 MC0884'NORTHEAST OF THE FLAGPOLE, 1/4-FOOT BELOW THE GROUND SURFACE, BEING
 MC0884'HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 15 FEET
 MC0884'LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0019 ***********************************************************************
 RH0019  DESIGNATION -  COLTON
 RH0019  PID         -  RH0019
 RH0019  STATE/COUNTY-  MI/CHIPPEWA
 RH0019  COUNTRY     -  US
 RH0019  USGS QUAD   -  DRUMMOND SE (2017)
 RH0019
 RH0019                         *CURRENT SURVEY CONTROL
 RH0019  ______________________________________________________________________
 RH0019* NAD 83(1994) POSITION- 46 03 29.90498(N) 083 33 13.89002(W)   ADJUSTED
 RH0019* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0019  ______________________________________________________________________
 RH0019  GEOID HEIGHT    -        -37.162 (meters)                     GEOID18
 RH0019  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 RH0019  HORZ ORDER      -  THIRD
 RH0019
 RH0019.The horizontal coordinates were established by classical geodetic methods
 RH0019.and adjusted by the National Geodetic Survey in February 1997.
 RH0019
 RH0019.The orthometric height was scaled from a topographic map.
 RH0019
 RH0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0019.GEOID18 height accuracy estimate available here.
 RH0019
 RH0019.Click photographs - Photos may exist for this station.
 RH0019
 RH0019.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0019
 RH0019. The following values were computed from the NAD 83(1994) position.
 RH0019
 RH0019;                    North         East     Units Scale Factor Converg.
 RH0019;SPC MI N     -   147,500.720 8,266,561.152   MT  0.99991065   +2 29 27.0
 RH0019;SPC MI N     -   483,926.25 27,121,263.62   iFT  0.99991065   +2 29 27.0
 RH0019;SPC MI C     -   304,987.074 6,062,902.051   MT  1.00010268   +0 34 27.0
 RH0019;SPC MI C     - 1,000,613.76 19,891,410.93   iFT  1.00010268   +0 34 27.0
 RH0019;UTM  17      - 5,103,696.881   302,458.992   MT  1.00007973   -1 50 22.2
 RH0019
 RH0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0019!SPC MI N     -   0.99997826  x   0.99991065  =   0.99988892
 RH0019!SPC MI C     -   0.99997826  x   1.00010268  =   1.00008094
 RH0019!UTM  17      -   0.99997826  x   1.00007973  =   1.00005799
 RH0019
 RH0019:                Primary Azimuth Mark                     Grid Az
 RH0019:SPC MI N     -  SULPHUR ISLAND LH                        333 57 00.9
 RH0019:SPC MI C     -  SULPHUR ISLAND LH                        335 52 00.9
 RH0019:UTM  17      -  SULPHUR ISLAND LH                        338 16 50.1
 RH0019
 RH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM0245803696(NAD 83)
 RH0019
 RH0019|---------------------------------------------------------------------|
 RH0019| PID    Reference Object                     Distance      Geod. Az  |
 RH0019|                                                           dddmmss.s |
 RH0019| RH0016 SULPHUR ISLAND LH                   APPROX.10.5 KM 3362627.9 |
 RH0019| RH0015 THESSALON LH                        APPROX.20.0 KM 3564535.6 |
 RH0019|---------------------------------------------------------------------|
 RH0019
 RH0019                          SUPERSEDED SURVEY CONTROL
 RH0019
 RH0019  NAD 83(1986)-  46 03 29.88890(N)    083 33 13.89918(W) AD(       ) 3
 RH0019
 RH0019.Superseded values are not recommended for survey control.
 RH0019
 RH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0019.See file dsdata.pdf to determine how the superseded data were derived.
 RH0019
 RH0019_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0019_SETTING: 80 = SET IN A BOULDER
 RH0019_MARK LOGO: IBC
 RH0019_PROJECTION: RECESSED 5 CENTIMETERS
 RH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0019+STABILITY: SURFACE MOTION
 RH0019
 RH0019  HISTORY     - Date     Condition        Report By
 RH0019  HISTORY     - 1944     MONUMENTED       IBC
 RH0019
 RH0019                          STATION DESCRIPTION
 RH0019
 RH0019'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0019'ON SHOAL POINT, ON E SIDE OF DRUMMOND ISLAND, ABOUT 1/4 MILE S OF
 RH0019'THE EXTREME NE END OF THE POINT, WHERE MARBLE HEAD AND SULPHUR ISLAND
 RH0019'LIGHT SHOW ABOUT AN EQUAL AMOUNT OFF THE TANGENT OF THE SHORE ON THE
 RH0019'ROUNDING POINT.  IT IS IN A SMALL CLEARING, JUST INSIDE THE OUTER
 RH0019'TREE LINE, ABOUT LARGE ENOUGH TO ERECT THE NECESSARY TOWER.  THE
 RH0019'STATION IS 15 FEET INSIDE THE TREE LINE, 30 FEET FROM THE NORTH
 RH0019'CHANNEL, AND 2-1/2 FEET ABOVE IT.
 RH0019'
 RH0019'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN
 RH0019'A SOLID ROCK 2 INCHES BELOW THE SURFACE OF THE GROUND.  A LARGE
 RH0019'FLAT ROCK WAS PLACED OVER THE STATION.  A 20-FOOT TOWER WAS BUILT
 RH0019'OVER THE STATION.
 RH0019'
 RH0019'REFERENCE MARKS--THREE CAIRNS WERE CAIRNS WERE BUILT FOR REFERENCE
 RH0019'MARKS.  REFERENCE MARK 1 IS A 2-FOOT CAIRN 21 FEET S OF THE STATION
 RH0019'AND 20 FEET INSIDE THE TREE LINE.
 RH0019'
 RH0019'REFERENCE MARK 2 IS A 2-FOOT CAIRN 22 FEET W (INSHORE) FROM THE
 RH0019'STATION, ON TOP OF A BANK 3 FEET HIGHER THAN THE STATION.
 RH0019'
 RH0019'REFERENCE MARK 3 IS A 3-FOOT CAIRN 18 FEET N OF THE STATION, IN THE
 RH0019'EDGE OF THE TREE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1790 ***********************************************************************
 NF1790  DESIGNATION -  COLUMBIA GTW RR
 NF1790  PID         -  NF1790
 NF1790  STATE/COUNTY-  MI/CALHOUN
 NF1790  COUNTRY     -  US
 NF1790  USGS QUAD   -  AUGUSTA (2017)
 NF1790
 NF1790                         *CURRENT SURVEY CONTROL
 NF1790  ______________________________________________________________________
 NF1790* NAD 83(2011) POSITION- 42 17 29.32478(N) 085 16 20.10998(W)   ADJUSTED
 NF1790* NAD 83(2011) ELLIP HT-   258.839 (meters)        (06/27/12)   ADJUSTED
 NF1790* NAD 83(2011) EPOCH   -  2010.00
 NF1790* NAVD 88 ORTHO HEIGHT -   292.19  (+/-2cm)      958.6   (feet) VERTCON3
 NF1790  ______________________________________________________________________
 NF1790  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 NF1790  NAD 83(2011) X  -    389,478.290 (meters)                     COMP
 NF1790  NAD 83(2011) Y  - -4,709,387.338 (meters)                     COMP
 NF1790  NAD 83(2011) Z  -  4,269,783.129 (meters)                     COMP
 NF1790  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 NF1790  VERT ORDER      -  THIRD ? (See Below)
 NF1790
 NF1790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1790  Standards:
 NF1790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1790  -------------------------------------------------------------------
 NF1790  NETWORK    0.92   2.08           0.40   0.34   1.06      0.19402312
 NF1790  -------------------------------------------------------------------
 NF1790  Click here for local accuracies and other accuracy information.
 NF1790
 NF1790.The horizontal coordinates were established by GPS observations
 NF1790.and adjusted by the National Geodetic Survey in June 2012.
 NF1790
 NF1790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1790.been affixed to the stable North American tectonic plate. See 
 NF1790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1790
 NF1790.The horizontal coordinates are valid at the epoch date displayed above
 NF1790.which is a decimal equivalence of Year/Month/Day.
 NF1790
 NF1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1790
 NF1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1790.GEOID18 height accuracy estimate available here.
 NF1790
 NF1790.The vertical order pertains to the NGVD 29 superseded value.
 NF1790
 NF1790.Click photographs - Photos may exist for this station.
 NF1790
 NF1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1790
 NF1790.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1790
 NF1790.The ellipsoidal height was determined by GPS observations
 NF1790.and is referenced to NAD 83.
 NF1790
 NF1790. The following values were computed from the NAD 83(2011) position.
 NF1790
 NF1790;                    North         East     Units Scale Factor Converg.
 NF1790;SPC MI S     -    88,317.709 3,925,319.292   MT  0.99996017   -0 36 58.6
 NF1790;SPC MI S     -   289,756.26 12,878,344.13   iFT  0.99996017   -0 36 58.6
 NF1790;UTM  16      - 4,683,584.968   642,435.138   MT  0.99984962   +1 09 46.1
 NF1790
 NF1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1790!SPC MI S     -   0.99995941  x   0.99996017  =   0.99991958
 NF1790!UTM  16      -   0.99995941  x   0.99984962  =   0.99980903
 NF1790
 NF1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4243583584(NAD 83)
 NF1790
 NF1790                          SUPERSEDED SURVEY CONTROL
 NF1790
 NF1790  NAD 83(2007)-  42 17 29.32493(N)    085 16 20.11088(W) AD(2002.00) 0
 NF1790  ELLIP H (02/10/07)  258.854  (m)                       GP(2002.00)    
 NF1790  ELLIP H (07/17/02)  258.864  (m)                       GP(       ) 4 1
 NF1790  NAD 83(1994)-  42 17 29.32502(N)    085 16 20.11151(W) AD(       ) 1
 NF1790  ELLIP H (02/03/97)  258.874  (m)                       GP(       ) 4 1
 NF1790  NAD 83(1986)-  42 17 29.32521(N)    085 16 20.12537(W) AD(       ) 1
 NF1790  NGVD 29             292.31   (m)          959.0    (f) LEVELING    3  
 NF1790
 NF1790.Superseded values are not recommended for survey control.
 NF1790
 NF1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1790.See file dsdata.pdf to determine how the superseded data were derived.
 NF1790
 NF1790_MARKER: DS = TRIANGULATION STATION DISK
 NF1790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1790_SP_SET: WINGWALL
 NF1790_STAMPING: COLUMBIA GTW RR 1992
 NF1790_MARK LOGO: HOLDEN
 NF1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1790+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2025
 NF1790
 NF1790  HISTORY     - Date     Condition        Report By
 NF1790  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1790  HISTORY     - 20011128 GOOD             NGS
 NF1790  HISTORY     - 20030419 GOOD             USPSQD
 NF1790  HISTORY     - 20050823 GOOD             USPSQD
 NF1790  HISTORY     - 20250327 GOOD             WSRR
 NF1790
 NF1790                          STATION DESCRIPTION
 NF1790
 NF1790'DESCRIBED BY HOLDEN GPS 1992
 NF1790'STATION IS LOCATED ABOUT 2 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1790'WITH HELMER ROAD, 4 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1790'M-66, 3 1/5 MILES WEST OF THE CENTER OF GOGUAC LAKE, 1 4/5 MILES
 NF1790'NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1790'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1790'AUGUSTA IN THE SW 1/4 OF SECTION 17 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1790'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1790'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1790'BUSINESS I-94, BEAR RIGHT AND CONTINUE NORTHEAST ANOTHER 0.4 MI
 NF1790'(0.6 KM) TO THE STATION ON THE LEFT ON THE NORTHWEST WING WALL OF THE
 NF1790'BRIDGE OVER THE RAILROAD.
 NF1790'STATION ON THE NORTHWEST WING WALL, 11.7 FT (3.6 M) NORTHWEST FROM THE
 NF1790'INTERSECTION OF THE NORTHWEST WINGWALL WITH THE COLUMBIA ROAD BRIDGE
 NF1790'OVER THE RAILROAD TRACKS AND 5.5 FT (1.7 M) NORTH FROM THE THIRD
 NF1790'GUARD RAIL POST FROM THE BRIDGE.
 NF1790'STATION IS GROUND VISIBLE WITH THE USCGS VERTICAL STATION B 336 TO THE
 NF1790'NORTHEAST 4.1 KM (2.5 MI) ACROSS THE AIRPORT.
 NF1790
 NF1790                          STATION RECOVERY (2001)
 NF1790
 NF1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1790'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1790
 NF1790                          STATION RECOVERY (2003)
 NF1790
 NF1790'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1790'RECOVERED IN GOOD CONDITION.
 NF1790
 NF1790                          STATION RECOVERY (2005)
 NF1790
 NF1790'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1790'RECOVERED IN GOOD CONDITION.
 NF1790
 NF1790                          STATION RECOVERY (2025)
 NF1790
 NF1790'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2025 (MFM)
 NF1790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0424 ***********************************************************************
 PL0424  DESIGNATION -  COMINS
 PL0424  PID         -  PL0424
 PL0424  STATE/COUNTY-  MI/OSCODA
 PL0424  COUNTRY     -  US
 PL0424  USGS QUAD   -  COMINS (2017)
 PL0424
 PL0424                         *CURRENT SURVEY CONTROL
 PL0424  ______________________________________________________________________
 PL0424* NAD 83(1994) POSITION- 44 50 44.99155(N) 084 05 30.66514(W)   ADJUSTED
 PL0424* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 PL0424  ______________________________________________________________________
 PL0424  GEOID HEIGHT    -        -35.545 (meters)                     GEOID18
 PL0424  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 PL0424  HORZ ORDER      -  FIRST
 PL0424
 PL0424.The horizontal coordinates were established by classical geodetic methods
 PL0424.and adjusted by the National Geodetic Survey in February 1997.
 PL0424
 PL0424.The orthometric height was scaled from a topographic map.
 PL0424
 PL0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0424.GEOID18 height accuracy estimate available here.
 PL0424
 PL0424.Click photographs - Photos may exist for this station.
 PL0424
 PL0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0424
 PL0424. The following values were computed from the NAD 83(1994) position.
 PL0424
 PL0424;                    North         East     Units Scale Factor Converg.
 PL0424;SPC MI C     -   169,957.303 6,021,724.434   MT  0.99991415   +0 11 38.9
 PL0424;SPC MI C     -   557,602.70 19,756,313.76   iFT  0.99991415   +0 11 38.9
 PL0424;UTM  16      - 4,969,939.271   729,821.084   MT  1.00024953   +2 03 06.2
 PL0424
 PL0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0424!SPC MI C     -   0.99994539  x   0.99991415  =   0.99985954
 PL0424!UTM  16      -   0.99994539  x   1.00024953  =   1.00019491
 PL0424
 PL0424:                Primary Azimuth Mark                     Grid Az
 PL0424:SPC MI C     -  LEWISTON RESET                           273 36 53.8
 PL0424:UTM  16      -  LEWISTON RESET                           271 45 26.5
 PL0424
 PL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2982169939(NAD 83)
 PL0424
 PL0424|---------------------------------------------------------------------|
 PL0424| PID    Reference Object                     Distance      Geod. Az  |
 PL0424|                                                           dddmmss.s |
 PL0424| CH1010 COMINS RM 1                          16.722 METERS 07055     |
 PL0424| CH1011 COMINS RM 2                          19.875 METERS 15642     |
 PL0424| PL0437 LEWISTON RESET                      APPROX.17.9 KM 2734832.7 |
 PL0424|---------------------------------------------------------------------|
 PL0424
 PL0424                          SUPERSEDED SURVEY CONTROL
 PL0424
 PL0424  NAD 83(1986)-  44 50 44.98139(N)    084 05 30.66854(W) AD(       ) 1
 PL0424  NAD 27      -  44 50 44.94706(N)    084 05 30.65591(W) AD(       ) 1
 PL0424
 PL0424.Superseded values are not recommended for survey control.
 PL0424
 PL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0424.See file dsdata.pdf to determine how the superseded data were derived.
 PL0424
 PL0424_MARKER: DS = TRIANGULATION STATION DISK
 PL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0424_STAMPING: COMINS 1932
 PL0424_MARK LOGO: CGS
 PL0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0424+STABILITY: SURFACE MOTION
 PL0424
 PL0424  HISTORY     - Date     Condition        Report By
 PL0424  HISTORY     - 1932     MONUMENTED       CGS
 PL0424  HISTORY     - 1980     GOOD             MIDH
 PL0424  HISTORY     - 20011203 GOOD             NGS
 PL0424
 PL0424                          STATION DESCRIPTION
 PL0424
 PL0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0424'ABOUT 12 MILES SOUTHEAST OF ATLANTA, 3 MILES NORTHWEST OF COMINS, ON
 PL0424'LAND OWNED BY STATE, 25 FEET WEST OF CENTER OF TRAIL, AND 12 FEET
 PL0424'SOUTH OF 4-INCH DOUBLE OAK TREE WITH TRIANGULAR BLAZE.
 PL0424'
 PL0424'TO REACH FROM ATLANTA, GO EAST 5.7 MILES ON ROUTE M-32 TO JUNCTION
 PL0424'WITH M-33.  CONTINUE 13.5 MILES ON ROUTE M-33 TO SECTION-LINE ROAD TO
 PL0424'WEST WHICH IS 0.6 MILE NORTH OF COMINS, PROCEED WEST 2-1/4 MILES AND
 PL0424'NORTHWEST 0.6 MILE ON MAIN-TRAVELED ROAD TO FORK AT BOILING SPRINGS
 PL0424'SIGN, FOLLOW LEFT FORK ON MAIN ROAD 0.35 MILE TO FORK AT BLAZED 6-INCH
 PL0424'MAPLE ON RIGHT, TAKE RIGHT FORK CONTINUE 0.1 MILE TO ROAD FORK, FOLLOW
 PL0424'MAIN FORWARD TRAIL 1.5 MILES TO POINT WHERE MAIN ROAD BEARS TO RIGHT,
 PL0424'FOLLOW DIM TRAIL (WHICH IS ALMOST STRAIGHT AHEAD) NORTH 0.1 MILE TO
 PL0424'T-INTERSECTION WHICH IS JUST NORTH OF TRIANGULAR BLAZE ON 4-INCH OAK
 PL0424'TREE ON LEFT, TURN LEFT ONTO OLD DIM TRAIL BEARING TO RIGHT INTO WOODS
 PL0424'NEAR 4-INCH POPLAR TREE ON RIGHT WITH TRIANGULAR BLAZE, AND FOLLOW
 PL0424'0.35 MILE TO STATION SITE.
 PL0424'
 PL0424'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0424'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 PL0424'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0424'
 PL0424'NO. 1 PROJECTS 5 INCHES, IS 20 FEET EAST OF TRAIL, AND 16.722 METERS
 PL0424'(54.86 FEET) (SLOPE) FROM STATION IN AZIMUTH 250 DEG 55 MIN.
 PL0424'
 PL0424'NO. 2 PROJECTS 4 INCHES, IS 6 FEET WEST OF TRAIL, AND 19.875 METERS
 PL0424'(65.20 FEET) FROM STATION IN AZIMUTH 336 DEG 42 MIN.
 PL0424
 PL0424                          STATION RECOVERY (1980)
 PL0424
 PL0424'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0424'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0424'CONDITION.  MEASUREMENTS WERE HORIZONTAL,  PREVIOUS MEASUREMENTS WERE
 PL0424'SLOPE DISTANCES.  THE ANGLE BETWEEN RM 1 AND RM 2 DIFFERED BY 25
 PL0424'SECONDS, BUT PREVIOUS DIRECTIONS WERE RECORDED ONLY TO MINUTES. A NEW
 PL0424'DESCRIPTION FOLLOWS.
 PL0424'
 PL0424'THE STATION IS ABOUT 12 MILES SOUTHEAST OF ATLANTA, 3 MILES NORTHWEST
 PL0424'OF COMINS, ON TOP OF WOODED HILL, IN SECTION 5, T28N, R3E, ON LAND
 PL0424'OWNED BY THE STATE.
 PL0424'
 PL0424'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTA, GO EAST ON M 32
 PL0424'5.9 MILES TO THE JUNCTION WITH M 33, TURN RIGHT AND GO SOUTH ON M 33
 PL0424'FOR 13.3 MILES TO A PAVED ROAD WEST (BOILING SPRINGS ROAD), WHICH IS
 PL0424'0.6 MILE NORTH OF COMINS,  TURN RIGHT AND GO WEST ON BOILING SPRINGS
 PL0424'ROAD FOR ONE MILE TO A DIRT ROAD , CONTINUE WEST ON DIRT ROAD FOR 1.5
 PL0424'MILES TO A CURVE TO THE RIGHT AND A 2 TRACK TRAIL STRAIGHT AHEAD, GO
 PL0424'TO RIGHT AROUND CURVE NORTHERLY ON DIRT ROAD FOR 1.25 MILES TO  THE
 PL0424'INTERSECTION OF DIRT ROADS NORTH AND WEST AND 2 TRACK TRAIL EAST, TURN
 PL0424'RIGHT AND GO EAST AND NORTHERLY ON 2 TRACK TRAIL FOR 1.7 MILES TO A
 PL0424'FORK, TAKE LEFT FORK AND GO NORTHERLY FOR 0.5 MILE TO THE END OF THE
 PL0424'TRAIL, WALK EAST 300 FEET TO THE TOP OF A SMALL RIDGE AND THE STATION.
 PL0424'
 PL0424'THE STATION IS A STANDARD CGS DISK STAMPED---COMINS 1932---SET IN THE
 PL0424'TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 PL0424'THE GROUND SURFACE.   IT IS ONE FOOT SOUTHEAST FROM A WOOD WITNESS
 PL0424'POST, 13 FEET SOUTHWEST FROM A 21 INCH TWIN OAK TREE, 27 FEET WEST
 PL0424'FROM THE CENTER OF OLD TRAIL AND 300 FEET EAST FROM THE CENTER OF THE
 PL0424'NEWER 2 TRACK TRAIL.
 PL0424'
 PL0424'REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED---COMINS NO 1 1932---
 PL0424'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 PL0424'INCHES ABOVE GROUND.  IT IS 25 FEET EAST FROM AN OLD TRAIL AND ONE
 PL0424'FOOT SOUTHWEST FROM A WOOD WITNESS POST
 PL0424'
 PL0424'REFERENCE MARK 2 IS A STANDARD CGS DISK STAMPED---COMINS NO 2 1932---
 PL0424'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 PL0424'INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST FROM THE CENTER OF THE OLD
 PL0424'TRAIL AND ONE FOOT SOUTH OF A WOOD WITNESS POST.
 PL0424
 PL0424                          STATION RECOVERY (2001)
 PL0424
 PL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1669 ***********************************************************************
 NF1669  DESIGNATION -  COMMPORT
 NF1669  PID         -  NF1669
 NF1669  STATE/COUNTY-  MI/SHIAWASSEE
 NF1669  COUNTRY     -  US
 NF1669  USGS QUAD   -  OWOSSO SOUTH (2017)
 NF1669
 NF1669                         *CURRENT SURVEY CONTROL
 NF1669  ______________________________________________________________________
 NF1669* NAD 83(1994) POSITION- 42 59 37.68156(N) 084 08 26.47999(W)   ADJUSTED
 NF1669* NAD 83(1994) ELLIP HT-   189.589 (meters)        (07/17/02)   ADJUSTED
 NF1669* NAVD 88 ORTHO HEIGHT -   222.8   (meters)      731.    (feet) GPS OBS
 NF1669  ______________________________________________________________________
 NF1669  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1669  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 NF1669  NAD 83(1994) X  -    477,003.680 (meters)                     COMP
 NF1669  NAD 83(1994) Y  - -4,648,150.169 (meters)                     COMP
 NF1669  NAD 83(1994) Z  -  4,327,127.315 (meters)                     COMP
 NF1669  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 NF1669  HORZ ORDER      -  FIRST
 NF1669  ELLP ORDER      -  FOURTH    CLASS I
 NF1669
 NF1669.This mark is at Owosso Airport (5D3)
 NF1669
 NF1669.The horizontal coordinates were established by GPS observations
 NF1669.and adjusted by the National Geodetic Survey in February 1997.
 NF1669
 NF1669.The orthometric height was determined by GPS observations and a
 NF1669.high-resolution geoid model.
 NF1669
 NF1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1669.GEOID18 height accuracy estimate available here.
 NF1669
 NF1669.Click photographs - Photos may exist for this station.
 NF1669
 NF1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1669
 NF1669.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1669
 NF1669.The ellipsoidal height was determined by GPS observations
 NF1669.and is referenced to NAD 83.
 NF1669
 NF1669. The following values were computed from the NAD 83(1994) position.
 NF1669
 NF1669;                    North         East     Units Scale Factor Converg.
 NF1669;SPC MI S     -   165,952.624 4,018,426.594   MT  0.99990868   +0 09 13.6
 NF1669;SPC MI S     -   544,463.99 13,183,814.28   iFT  0.99990868   +0 09 13.6
 NF1669;UTM  16      - 4,764,094.144   733,088.086   MT  1.00026842   +1 57 02.5
 NF1669
 NF1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1669!SPC MI S     -   0.99997027  x   0.99990868  =   0.99987895
 NF1669!UTM  16      -   0.99997027  x   1.00026842  =   1.00023868
 NF1669
 NF1669:                Primary Azimuth Mark                     Grid Az
 NF1669:SPC MI S     -  COMMPORT AZ MK                           103 11 07.9
 NF1669:UTM  16      -  COMMPORT AZ MK                           101 23 19.0
 NF1669
 NF1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3308864094(NAD 83)
 NF1669
 NF1669|---------------------------------------------------------------------|
 NF1669| PID    Reference Object                     Distance      Geod. Az  |
 NF1669|                                                           dddmmss.s |
 NF1669| NF1670 COMMPORT AZ MK                      APPROX. 0.6 KM 1032021.5 |
 NF1669|---------------------------------------------------------------------|
 NF1669
 NF1669                          SUPERSEDED SURVEY CONTROL
 NF1669
 NF1669  ELLIP H (02/03/97)  189.600  (m)                       GP(       ) 4 1
 NF1669  NAD 83(1986)-  42 59 37.67019(N)    084 08 26.49925(W) AD(       ) 1
 NF1669  NAD 83(1986)-  42 59 37.67157(N)    084 08 26.49674(W) AD(       ) 3
 NF1669  NGVD 29 (03/27/91)  223.6    (m)  OSU 89B  model used  GPS OBS        
 NF1669
 NF1669.Superseded values are not recommended for survey control.
 NF1669
 NF1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1669.See file dsdata.pdf to determine how the superseded data were derived.
 NF1669
 NF1669_MARKER: I = METAL ROD
 NF1669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1669_STAMPING: COMMPORT 1989
 NF1669_MARK LOGO: NGS
 NF1669_PROJECTION: FLUSH
 NF1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1669+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 NF1669_ROD/PIPE-DEPTH: 3.8 meters
 NF1669_SLEEVE-DEPTH  : 1.0 meters
 NF1669
 NF1669  HISTORY     - Date     Condition        Report By
 NF1669  HISTORY     - 1989     MONUMENTED       NGS
 NF1669  HISTORY     - 19900116 GOOD
 NF1669  HISTORY     - 19910715 GOOD             NGS
 NF1669
 NF1669                          STATION DESCRIPTION
 NF1669
 NF1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1669'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF OWOSSO, AT THE
 NF1669'OWOSSO COMMUNITY AIRPORT, IN THE WEST END OF A GRASS STRIP FORMED BY
 NF1669'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1669'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX 485,
 NF1669'OWOSSO MI 48867.  PHONE IS (517) 723-4166 OR (517) 725-6356.
 NF1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1669'OWOSSO, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1669'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT
 NF1669'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD. TURN
 NF1669'LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE APRON.
 NF1669'TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON
 NF1669'AND ON A CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING
 NF1669'THE PARALLEL TAXIWAY.
 NF1669'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1669'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 NF1669'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1669'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1669'48.2 M (158.1 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE OF THE
 NF1669'PAVED RUNWAY, 27.5 M (90.2 FT) EAST FROM THE CENTER OF A CONNECTING
 NF1669'TAXIWAY, 8.1 M (26.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH-SOUTHWEST EDGE
 NF1669'OF THE PARALLEL TAXIWAY AND 7.3 M (24.0 FT) EAST-SOUTHEAST FROM THE
 NF1669'SOUTHEAST CORNER OF A 0.8 METER SQUARE METAL DRAIN COVER.
 NF1669'DESCRIBED BY K.L. FANCHER.
 NF1669'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1669
 NF1669                          STATION RECOVERY (1990)
 NF1669
 NF1669'RECOVERED 1990
 NF1669'RECOVERED IN GOOD CONDITION.
 NF1669
 NF1669                          STATION RECOVERY (1991)
 NF1669
 NF1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1669'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF OWOSSO, AT THE
 NF1669'OWOSSO COMMUNITY AIRPORT, IN THE WEST END OF A GRASS STRIP FORMED BY
 NF1669'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1669'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX
 NF1669'485, OWOSSO, MI. 48867. PHONE (517) 723-4166 OR 725-6356.
 NF1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1669'OWOSSO, GO EAST FOR 2.9 KM (1.8 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1669'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON THE AIRPORT
 NF1669'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.
 NF1669'TURN LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE
 NF1669'APRON. TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.1 MI) ACROSS
 NF1669'THE APRON AND ON A CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER
 NF1669'CROSSING THE PARALLEL TAXIWAY.
 NF1669'LOCATED 48.2 M (158.1 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST
 NF1669'EDGE OF THE PAVED RUNWAY, 27.5 M (90.2 FT) EAST FROM THE CENTER OF A
 NF1669'CONNECTING TAXIWAY, 8.1 M (26.6 FT) SOUTH-SOUTHWEST FROM THE
 NF1669'SOUTH-SOUTHWEST EDGE OF THE PARALLEL TAXIWAY AND 7.3 M (24.0 FT)
 NF1669'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A 0.8 METER SQUARE METAL
 NF1669'DRAIN COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1670 ***********************************************************************
 NF1670  DESIGNATION -  COMMPORT AZ MK
 NF1670  PID         -  NF1670
 NF1670  STATE/COUNTY-  MI/SHIAWASSEE
 NF1670  COUNTRY     -  US
 NF1670  USGS QUAD   -  OWOSSO SOUTH (2017)
 NF1670
 NF1670                         *CURRENT SURVEY CONTROL
 NF1670  ______________________________________________________________________
 NF1670* NAD 83(1994) POSITION- 42 59 32.99479(N) 084 07 59.55901(W)   ADJUSTED
 NF1670* NAD 83(1994) ELLIP HT-   190.506 (meters)        (07/17/02)   ADJUSTED
 NF1670* NAVD 88 ORTHO HEIGHT -   223.7   (meters)      734.    (feet) GPS OBS
 NF1670  ______________________________________________________________________
 NF1670  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1670  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 NF1670  NAD 83(1994) X  -    477,620.487 (meters)                     COMP
 NF1670  NAD 83(1994) Y  - -4,648,186.650 (meters)                     COMP
 NF1670  NAD 83(1994) Z  -  4,327,022.151 (meters)                     COMP
 NF1670  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 NF1670  HORZ ORDER      -  FIRST
 NF1670  ELLP ORDER      -  FOURTH    CLASS I
 NF1670
 NF1670.This mark is at Owosso Airport (5D3)
 NF1670
 NF1670.The horizontal coordinates were established by GPS observations
 NF1670.and adjusted by the National Geodetic Survey in February 1997.
 NF1670
 NF1670.The orthometric height was determined by GPS observations and a
 NF1670.high-resolution geoid model.
 NF1670
 NF1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1670.GEOID18 height accuracy estimate available here.
 NF1670
 NF1670.Click photographs - Photos may exist for this station.
 NF1670
 NF1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1670
 NF1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1670
 NF1670.The ellipsoidal height was determined by GPS observations
 NF1670.and is referenced to NAD 83.
 NF1670
 NF1670. The following values were computed from the NAD 83(1994) position.
 NF1670
 NF1670;                    North         East     Units Scale Factor Converg.
 NF1670;SPC MI S     -   165,809.672 4,019,036.766   MT  0.99990863   +0 09 31.9
 NF1670;SPC MI S     -   543,994.99 13,185,816.16   iFT  0.99990863   +0 09 31.9
 NF1670;UTM  16      - 4,763,970.350   733,702.663   MT  1.00027195   +1 57 20.7
 NF1670
 NF1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1670!SPC MI S     -   0.99997013  x   0.99990863  =   0.99987876
 NF1670!UTM  16      -   0.99997013  x   1.00027195  =   1.00024207
 NF1670
 NF1670:                Primary Azimuth Mark                     Grid Az
 NF1670:SPC MI S     -  COMMPORT                                 283 11 07.9
 NF1670:UTM  16      -  COMMPORT                                 281 23 19.1
 NF1670
 NF1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3370263970(NAD 83)
 NF1670
 NF1670|---------------------------------------------------------------------|
 NF1670| PID    Reference Object                     Distance      Geod. Az  |
 NF1670|                                                           dddmmss.s |
 NF1670| NF1669 COMMPORT                            APPROX. 0.6 KM 2832039.8 |
 NF1670|---------------------------------------------------------------------|
 NF1670
 NF1670                          SUPERSEDED SURVEY CONTROL
 NF1670
 NF1670  ELLIP H (02/03/97)  190.517  (m)                       GP(       ) 4 1
 NF1670  NAD 83(1986)-  42 59 32.98344(N)    084 07 59.57825(W) AD(       ) 1
 NF1670  NAD 83(1986)-  42 59 32.98481(N)    084 07 59.57576(W) AD(       ) 3
 NF1670  NGVD 29 (03/27/91)  224.5    (m)  OSU 89B  model used  GPS OBS        
 NF1670
 NF1670.Superseded values are not recommended for survey control.
 NF1670
 NF1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1670.See file dsdata.pdf to determine how the superseded data were derived.
 NF1670
 NF1670_MARKER: I = METAL ROD
 NF1670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1670_STAMPING: COMMPORT AZ MK 1989
 NF1670_MARK LOGO: NGS
 NF1670_PROJECTION: FLUSH
 NF1670_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1670+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1990
 NF1670_ROD/PIPE-DEPTH: 7.3 meters
 NF1670_SLEEVE-DEPTH  : 1.0 meters
 NF1670
 NF1670  HISTORY     - Date     Condition        Report By
 NF1670  HISTORY     - 1989     MONUMENTED       NGS
 NF1670  HISTORY     - 19900123 GOOD
 NF1670
 NF1670                          STATION DESCRIPTION
 NF1670
 NF1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1670'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF OWOSSO, AT THE
 NF1670'OWOSSO COMMUNITY AIRPORT, IN THE EAST END OF A GRASS STRIP FORMED BY
 NF1670'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1670'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX 485,
 NF1670'OWOSSO MI 48867.  PHONE IS (517) 723-4166 OR (517) 725-6356.
 NF1670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1670'OWOSSO, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1670'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT
 NF1670'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD. TURN
 NF1670'LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE APRON.
 NF1670'TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON
 NF1670'AND ON A CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 NF1670'EAST FOR 0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO THE STATION RIGHT
 NF1670'JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 NF1670'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1670'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 7.3 METERS IN A
 NF1670'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1670'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1670'LOCATED 41.0 M (134.5 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST
 NF1670'EDGE OF THE RUNWAY, 31.5 M (103.3 FT) WEST-NORTHWEST FROM THE CENTER
 NF1670'OF A CONNECTING TAXIWAY AND 15.7 M (51.5 FT) SOUTH-SOUTHWEST FROM THE
 NF1670'SOUTH-SOUTHWEST EDGE OF THE PARALLEL TAXIWAY.
 NF1670'DESCRIBED BY K.L. FANCHER.
 NF1670
 NF1670                          STATION RECOVERY (1990)
 NF1670
 NF1670'RECOVERED 1990
 NF1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0610 ***********************************************************************
 NE0610  DESIGNATION -  COMPARATOR
 NE0610  PID         -  NE0610
 NE0610  STATE/COUNTY-  MI/WAYNE
 NE0610  COUNTRY     -  US
 NE0610  USGS QUAD   -  DETROIT (2017)
 NE0610
 NE0610                         *CURRENT SURVEY CONTROL
 NE0610  ______________________________________________________________________
 NE0610* NAD 83(1986) POSITION- 42 17 59.     (N) 083 05 39.     (W)   SCALED
 NE0610* NAVD 88 ORTHO HEIGHT -   178.150 (meters)      584.48  (feet) POSTED
 NE0610  ______________________________________________________________________
 NE0610  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 NE0610  DYNAMIC HEIGHT  -        178.10  (meters)      584.3   (feet) COMP
 NE0610  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NE0610
 NE0610  VERT ORDER      -  * POSTED, SEE BELOW
 NE0610
 NE0610.The horizontal coordinates were scaled from a map and have
 NE0610.an estimated accuracy of +/- 6 seconds.
 NE0610
 NE0610.The orthometric height was determined by differential leveling
 NE0610.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NE0610
 NE0610.* This is a POSTED BENCH MARK height.
 NE0610
 NE0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0610.GEOID18 height accuracy estimate available here.
 NE0610
 NE0610.Click photographs - Photos may exist for this station.
 NE0610
 NE0610.The dynamic height is computed by dividing the NAVD 88
 NE0610.geopotential number by the normal gravity value computed on the
 NE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0610.degrees latitude (g = 980.6199 gals.).
 NE0610
 NE0610.The modeled gravity was interpolated from observed gravity values.
 NE0610
 NE0610;                    North         East    Units  Estimated Accuracy
 NE0610;SPC MI S     -    89,630.    4,104,920.      MT  (+/- 180 meters Scaled)
 NE0610
 NE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273851(NAD 83)
 NE0610
 NE0610                          SUPERSEDED SURVEY CONTROL
 NE0610
 NE0610  NGVD 29 (??/??/92)  178.338  (m)          585.10   (f) ADJ UNCH    1 2
 NE0610
 NE0610.Superseded values are not recommended for survey control.
 NE0610
 NE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0610.See file dsdata.pdf to determine how the superseded data were derived.
 NE0610
 NE0610_MARKER: DD = SURVEY DISK
 NE0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0610_SP_SET: CONCRETE FOUNDATION
 NE0610_STAMPING: COMPARATOR 1941
 NE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0610
 NE0610  HISTORY     - Date     Condition        Report By
 NE0610  HISTORY     - 1941     MONUMENTED       USLS
 NE0610  HISTORY     - 1954     GOOD             CGS
 NE0610  HISTORY     - 20150812 MARK NOT FOUND   NGS
 NE0610
 NE0610                          STATION DESCRIPTION
 NE0610
 NE0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0610'AT DETROIT.
 NE0610'AT DETROIT, IN THE EAST PART OF FORT WAYNE MILITARY RESERVATION,
 NE0610'IN PART OCCUPIED BY THE U.S. ENGINEERS, JUST NORTH OF MACHINE
 NE0610'SHOP BUILDING AND CONNECTED WITH MACHINE SHOP BUILDING BY A TIN
 NE0610'BUILDING ADDITION, SET VERTICALLY IN THE SOUTHWEST FACE OF
 NE0610'CONCRETE FOUNDATION OF A FLAT ROOFED BRICK BUILDING, 12.1 FEET
 NE0610'SOUTHEAST OF WEST CORNER OF BUILDING, 7.1 FEET SOUTHEAST OF
 NE0610'SOUTHEAST EDGE OF A DOOR AND 3.7 FEET ABOVE GROUND.
 NE0610
 NE0610                          STATION RECOVERY (2015)
 NE0610
 NE0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1735 ***********************************************************************
 NF1735  DESIGNATION -  COMSTOCK 2
 NF1735  PID         -  NF1735
 NF1735  STATE/COUNTY-  MI/KALAMAZOO
 NF1735  COUNTRY     -  US
 NF1735  USGS QUAD   -  GALESBURG (2017)
 NF1735
 NF1735                         *CURRENT SURVEY CONTROL
 NF1735  ______________________________________________________________________
 NF1735* NAD 83(2011) POSITION- 42 17 35.53348(N) 085 29 33.48966(W)   ADJUSTED
 NF1735* NAD 83(2011) ELLIP HT-   237.402 (meters)        (06/27/12)   ADJUSTED
 NF1735* NAD 83(2011) EPOCH   -  2010.00
 NF1735* NAVD 88 ORTHO HEIGHT -   270.6   (meters)      888.    (feet) GPS OBS
 NF1735  ______________________________________________________________________
 NF1735  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1735  GEOID HEIGHT    -         -32.97 (meters)                     GEOID93
 NF1735  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 NF1735  NAD 83(2011) X  -    371,349.827 (meters)                     COMP
 NF1735  NAD 83(2011) Y  - -4,710,706.266 (meters)                     COMP
 NF1735  NAD 83(2011) Z  -  4,269,910.419 (meters)                     COMP
 NF1735  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 NF1735
 NF1735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1735  Standards:
 NF1735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1735  -------------------------------------------------------------------
 NF1735  NETWORK    8.69   6.31           2.59   4.14   3.22     -0.03208764
 NF1735  -------------------------------------------------------------------
 NF1735  Click here for local accuracies and other accuracy information.
 NF1735
 NF1735.The horizontal coordinates were established by GPS observations
 NF1735.and adjusted by the National Geodetic Survey in June 2012.
 NF1735
 NF1735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1735.been affixed to the stable North American tectonic plate. See 
 NF1735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1735
 NF1735.The horizontal coordinates are valid at the epoch date displayed above
 NF1735.which is a decimal equivalence of Year/Month/Day.
 NF1735
 NF1735.The orthometric height was determined by GPS observations and a
 NF1735.high-resolution geoid model.
 NF1735
 NF1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1735.GEOID18 height accuracy estimate available here.
 NF1735
 NF1735.Click photographs - Photos may exist for this station.
 NF1735
 NF1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1735
 NF1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1735
 NF1735.The ellipsoidal height was determined by GPS observations
 NF1735.and is referenced to NAD 83.
 NF1735
 NF1735. The following values were computed from the NAD 83(2011) position.
 NF1735
 NF1735;                    North         East     Units Scale Factor Converg.
 NF1735;SPC MI S     -    88,728.524 3,907,148.550   MT  0.99995986   -0 45 58.5
 NF1735;SPC MI S     -   291,104.08 12,818,728.84   iFT  0.99995986   -0 45 58.5
 NF1735;UTM  16      - 4,683,431.221   624,262.963   MT  0.99978999   +1 00 52.1
 NF1735
 NF1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1735!SPC MI S     -   0.99996277  x   0.99995986  =   0.99992263
 NF1735!UTM  16      -   0.99996277  x   0.99978999  =   0.99975277
 NF1735
 NF1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2426283431(NAD 83)
 NF1735
 NF1735|---------------------------------------------------------------------|
 NF1735| PID    Reference Object                     Distance      Geod. Az  |
 NF1735|                                                           dddmmss.s |
 NF1735| NF1736 COMSTOCK AZ MK 2                    213.998 METERS 18641     |
 NF1735|---------------------------------------------------------------------|
 NF1735
 NF1735                          SUPERSEDED SURVEY CONTROL
 NF1735
 NF1735  NAD 83(2007)-  42 17 35.53365(N)    085 29 33.49040(W) AD(2002.00) 0
 NF1735  ELLIP H (02/10/07)  237.420  (m)                       GP(2002.00)    
 NF1735  ELLIP H (07/17/02)  237.461  (m)                       GP(       ) 4 1
 NF1735  NAD 83(1994)-  42 17 35.53243(N)    085 29 33.49062(W) AD(       ) 1
 NF1735  ELLIP H (02/03/97)  237.465  (m)                       GP(       ) 4 1
 NF1735  NAD 83(1991)-  42 17 35.53317(N)    085 29 33.50407(W) AD(       ) 1
 NF1735  NAD 83(1986)-  42 17 35.53137(N)    085 29 33.50641(W) AD(       ) 3
 NF1735  NGVD 29 (04/09/92)  269.1    (m)          883.     (f) VERT ANG       
 NF1735
 NF1735.Superseded values are not recommended for survey control.
 NF1735
 NF1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1735.See file dsdata.pdf to determine how the superseded data were derived.
 NF1735
 NF1735_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1735_STAMPING: COMSTOCK 2 1988
 NF1735_MARK LOGO: NGS
 NF1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1735+STABILITY: SURFACE MOTION
 NF1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1735+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 NF1735
 NF1735  HISTORY     - Date     Condition        Report By
 NF1735  HISTORY     - 1988     MONUMENTED       NGS
 NF1735  HISTORY     - 19900716 GOOD             LOCENG
 NF1735  HISTORY     - 19921020 GOOD             MIDT
 NF1735  HISTORY     - 19970309 GOOD             USPSQD
 NF1735  HISTORY     - 20021017 GOOD             USPSQD
 NF1735  HISTORY     - 20091201 GOOD             GEOCAC
 NF1735
 NF1735                          STATION DESCRIPTION
 NF1735
 NF1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NF1735'STATION IS LOCATED IN QUAD 420853, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF
 NF1735'THE TOWN OF COMSTOCK IN THE SE 1/4 SEC. 17, T.2.S., R.10.W. AND ON
 NF1735'PROPERTY OF CONSUMERS POWER COMPANY.  PERMISSION WAS OBTAINED FROM
 NF1735'MR. GARY GEARHART (RIGHT-OF-WAY SUPERVISOR) FOR CONSUMERS POWER
 NF1735'COMPANY, 2500 EAST CORK STREET, KALAMAZOO, MI.49001.  PHONE (616)
 NF1735'381-6130 EXT. 330.
 NF1735'TO REACH FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE ROUTE M-96
 NF1735'FOR 1.51 KM (0.94 MI) TO A SIDE ROAD LEFT, (28TH STREET NORTH).  TURN
 NF1735'LEFT AND GO NORTH ON 28TH STREET FOR 0.55 KM (0.34 MI) TO A PAIR OF
 NF1735'HIGH TENSION LINE TOWERS AND THE STATION ON LEFT AS DESCRIBED.
 NF1735'STATION IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.  IT IS
 NF1735'17.70 M (58.07 FT) NORTH-NORTHWEST FROM A RURAL MAILBOX, 11.91 M
 NF1735'(39.07 FT) WEST FROM THE CENTER OF 28TH STREET, 5.52 M (18.11 FT)
 NF1735'EAST-SOUTHEAST FROM THE SOUTHEAST LEG OF THE EAST ONE OF THE PAIR OF
 NF1735'HIGH TENSION LINE TOWERS, 0.40 M (1.31 FT) NORTH FROM A CARSONITE
 NF1735'WITNESS POST AND 0.30 M (0.98 FT) SOUTH FROM A CARSONITE WITNESS
 NF1735'POST.  THIS STATION IS ABOUT 8 FEET HIGHER THAN THE SURFACE OF 28TH
 NF1735'STREET.
 NF1735'A TRAVERSE CONNECTION WAS MADE TO COMSTOCK 1931 AZ 2 1983 USING
 NF1735'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1735'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1735'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NF1735
 NF1735                          STATION RECOVERY (1990)
 NF1735
 NF1735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 NF1735'FOUND MARKS AND POSTS IN GOOD CONDITION PER NGS DESCRIPTION LEFT AS
 NF1735'FOUND.  NOTE--VERTICAL DATUM APPEARS TO BE 100 METERS (328.1 FT) LOW.
 NF1735
 NF1735                          STATION RECOVERY (1992)
 NF1735
 NF1735'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1735'STATION IS LOCATED IN QUAD 420852 ON THE KALAMAZOO QUADRANGLE MAP. IT
 NF1735'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-2-S, R-10-W, ON PROPERTY OF
 NF1735'CONSUMERS POWER COMPANY.  ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF RICHLAND,
 NF1735'AND ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF VILLAGE OF CLIMAX.
 NF1735'PERMISSION TO ENTER CAN BE OBTAINED FROM MR. GARY GEARHART
 NF1735'(RIGHT-OF-WAY SUPERVISOR) FOR CONSUMERS POWER COMPANY, 2500 EAST CORK
 NF1735'STREET, KALAMAZOO, MI 49001. PHONE (616) 381-6130 EXT-330. TO REACH
 NF1735'STATION FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE HIGHWAY
 NF1735'M-96 (EAST MICHIGAN AVENUE) FOR 0.95 MI (1.53 KM) TO A SIDE ROAD LEFT,
 NF1735'(28TH STREET NORTH). TURN LEFT AND GO NORTH ON 28TH STREET FOR 0.35 MI
 NF1735'(0.56 KM) TO A PAIR OF HIGH TENSION LINE TOWERS AND THE STATION ON THE
 NF1735'LEFT, AS DESCRIBED. STATION IS RECESSED 0.1 FT (3.0 CM) BELOW GROUND
 NF1735'SURFACE. IT IS 58.07 FT (17.70 M) NORTH-NORTHWEST FROM A RURAL
 NF1735'MAILBOX, 39.1 FT (11.9 M) WEST FROM THE CENTER OF 28TH STREET, 18.1 FT
 NF1735'(5.5 M) EAST-SOUTHEAST FROM THE SOUTHEAST LEG FROM THE EAST TOWER OF
 NF1735'THE PAIR OF HIGH TENSION LINE TOWERS, AND 0.98 FT (29.87 CM) SOUTH
 NF1735'FROM A CARSONITE WITNESS POST. STATION IS ABOUT 8 FT (2.4 M) HIGHER
 NF1735'THAN THE SURFACE OF 28TH STREET.
 NF1735
 NF1735                          STATION RECOVERY (1997)
 NF1735
 NF1735'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1735'RECOVERED IN GOOD CONDITION.
 NF1735
 NF1735                          STATION RECOVERY (2002)
 NF1735
 NF1735'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1735'RECOVERED IN GOOD CONDITION.
 NF1735
 NF1735                          STATION RECOVERY (2009)
 NF1735
 NF1735'RECOVERY NOTE BY GEOCACHING 2009 (RJB)
 NF1735'MARK IS 10 INCHES BELOW SURFACE OF GROUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1736 ***********************************************************************
 NF1736  DESIGNATION -  COMSTOCK AZ MK 2
 NF1736  PID         -  NF1736
 NF1736  STATE/COUNTY-  MI/KALAMAZOO
 NF1736  COUNTRY     -  US
 NF1736  USGS QUAD   -  GALESBURG (2017)
 NF1736
 NF1736                         *CURRENT SURVEY CONTROL
 NF1736  ______________________________________________________________________
 NF1736* NAD 83(1994) POSITION- 42 17 28.64410(N) 085 29 34.57829(W)   ADJUSTED
 NF1736* NAVD 88 ORTHO HEIGHT -   266.6   (meters)      875.    (feet) VERTCON3
 NF1736  ______________________________________________________________________
 NF1736  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 NF1736  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 NF1736  HORZ ORDER      -  THIRD
 NF1736
 NF1736.The horizontal coordinates were established by classical geodetic methods
 NF1736.and adjusted by the National Geodetic Survey in February 1997.
 NF1736
 NF1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1736
 NF1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1736.GEOID18 height accuracy estimate available here.
 NF1736
 NF1736.Click photographs - Photos may exist for this station.
 NF1736
 NF1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1736
 NF1736. The following values were computed from the NAD 83(1994) position.
 NF1736
 NF1736;                    North         East     Units Scale Factor Converg.
 NF1736;SPC MI S     -    88,516.312 3,907,120.771   MT  0.99996020   -0 45 59.3
 NF1736;SPC MI S     -   290,407.85 12,818,637.70   iFT  0.99996020   -0 45 59.3
 NF1736;UTM  16      - 4,683,218.284   624,241.796   MT  0.99978993   +1 00 51.2
 NF1736
 NF1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1736!SPC MI S     -   0.99996339  x   0.99996020  =   0.99992359
 NF1736!UTM  16      -   0.99996339  x   0.99978993  =   0.99975333
 NF1736
 NF1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2424183218(NAD 83)
 NF1736
 NF1736                          SUPERSEDED SURVEY CONTROL
 NF1736
 NF1736  NAD 83(1986)-  42 17 28.64302(N)    085 29 34.59411(W) AD(       ) 3
 NF1736  NGVD 29 (04/09/92)  266.7    (m)          875.     (f) VERT ANG       
 NF1736
 NF1736.Superseded values are not recommended for survey control.
 NF1736
 NF1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1736.See file dsdata.pdf to determine how the superseded data were derived.
 NF1736
 NF1736_MARKER: DZ = AZIMUTH MARK DISK
 NF1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1736_STAMPING: COMSTOCK 1931 AZ 2 1983
 NF1736_MARK LOGO: NGS
 NF1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1736+STABILITY: POSITION/ELEVATION WELL
 NF1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1736+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NF1736
 NF1736  HISTORY     - Date     Condition        Report By
 NF1736  HISTORY     - 1983     MONUMENTED       NGS
 NF1736  HISTORY     - 19970309 GOOD             USPSQD
 NF1736  HISTORY     - 20021017 GOOD             USPSQD
 NF1736
 NF1736                          STATION DESCRIPTION
 NF1736
 NF1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NF1736'AZIMUTH MARK 2 IS LOCATED IN QUAD. 420853, ABOUT 1.6 KM (1.0 MI)
 NF1736'NORTHEAST OF THE TOWN OF COMSTOCK IN THE SE 1/4 SEC. 17, T.2.S.,
 NF1736'R.10.W. AND ON PROPERTY OF CONSUMERS POWER COMPANY.  PERMISSION WAS
 NF1736'OBTAINED FROM MR. GARY GEARHART (RIGHT-OF-WAY SUPERVISOR) FOR
 NF1736'CONSUMERS POWER COMPANY, 2500 EAST CORK STREET, KALAMAZOO, MI.49001.
 NF1736'PHONE (616) 381-6130 EXT. 330.
 NF1736'TO REACH FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE ROUTE M-96
 NF1736'FOR 1.51 KM (0.94 MI) TO A SIDE ROAD LEFT (28TH STREET NORTH).  TURN
 NF1736'LEFT AND GO NORTH ON 28TH STREET FOR 0.34 KM (0.21 MI) TO JUST BEFORE
 NF1736'REACHING THE TOP OF HILL AND THE STATION ON LEFT UNDERNEATH THE WEST
 NF1736'ONE OF TWO HIGH TENSION LINE TOWERS AS DESCRIBED.
 NF1736'AZIMUTH MARK 2 SET FLUSH WITH THE GROUND, IS LOCATED 38.1 M
 NF1736'(125.0 FT) WEST FROM THE CENTER OF 28TH STREET AND 0.30 M (0.98 FT)
 NF1736'SOUTH FROM A CARSONITE WITNESS POST.  THERE IS AN ARROW STAMPED INTO
 NF1736'THE DISK POINTING NORTH TOWARD STATION COMSTOCK 2 1988.
 NF1736'A TRAVERSE CONNECTION WAS MADE TO STATION COMSTOCK 2 1988 USING
 NF1736'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1736'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1736'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NF1736
 NF1736                          STATION RECOVERY (1997)
 NF1736
 NF1736'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1736'RECOVERED IN GOOD CONDITION.
 NF1736
 NF1736                          STATION RECOVERY (2002)
 NF1736
 NF1736'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0326 ***********************************************************************
 PK0326  DESIGNATION -  COMSTOCK RESET
 PK0326  PID         -  PK0326
 PK0326  STATE/COUNTY-  MI/ALCONA
 PK0326  COUNTRY     -  US
 PK0326  USGS QUAD   -  HUBBARD LAKE SW (2017)
 PK0326
 PK0326                         *CURRENT SURVEY CONTROL
 PK0326  ______________________________________________________________________
 PK0326* NAD 83(1994) POSITION- 44 46 12.70036(N) 083 40 00.73610(W)   ADJUSTED
 PK0326* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 PK0326  ______________________________________________________________________
 PK0326  GEOID HEIGHT    -        -35.762 (meters)                     GEOID18
 PK0326  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 PK0326  HORZ ORDER      -  FIRST
 PK0326
 PK0326.The horizontal coordinates were established by classical geodetic methods
 PK0326.and adjusted by the National Geodetic Survey in February 1997.
 PK0326
 PK0326.The orthometric height was scaled from a topographic map.
 PK0326
 PK0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0326.GEOID18 height accuracy estimate available here.
 PK0326
 PK0326.Click photographs - Photos may exist for this station.
 PK0326
 PK0326.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0326
 PK0326. The following values were computed from the NAD 83(1994) position.
 PK0326
 PK0326;                    North         East     Units Scale Factor Converg.
 PK0326;SPC MI C     -   161,754.838 6,055,391.507   MT  0.99991725   +0 29 39.6
 PK0326;SPC MI C     -   530,691.73 19,866,770.04   iFT  0.99991725   +0 29 39.6
 PK0326;UTM  17      - 4,960,882.530   288,970.536   MT  1.00014766   -1 52 43.9
 PK0326
 PK0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0326!SPC MI C     -   0.99995060  x   0.99991725  =   0.99986786
 PK0326!UTM  17      -   0.99995060  x   1.00014766  =   1.00009825
 PK0326
 PK0326:                Primary Azimuth Mark                     Grid Az
 PK0326:SPC MI C     -  STOVEL RESET                             005 53 05.7
 PK0326:UTM  17      -  STOVEL RESET                             008 15 29.2
 PK0326
 PK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8897060882(NAD 83)
 PK0326
 PK0326|---------------------------------------------------------------------|
 PK0326| PID    Reference Object                     Distance      Geod. Az  |
 PK0326|                                                           dddmmss.s |
 PK0326| PK0328 STOVEL RESET                        APPROX.12.9 KM 0062245.3 |
 PK0326|---------------------------------------------------------------------|
 PK0326
 PK0326                          SUPERSEDED SURVEY CONTROL
 PK0326
 PK0326  NAD 83(1986)-  44 46 12.69198(N)    083 40 00.73513(W) AD(       ) 1
 PK0326  NAD 27      -  44 46 12.65120(N)    083 40 00.80579(W) AD(       ) 1
 PK0326
 PK0326.Superseded values are not recommended for survey control.
 PK0326
 PK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0326.See file dsdata.pdf to determine how the superseded data were derived.
 PK0326
 PK0326_MARKER: DD = SURVEY DISK
 PK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0326_MARK LOGO: USLS
 PK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0326+STABILITY: SURFACE MOTION
 PK0326
 PK0326  HISTORY     - Date     Condition        Report By
 PK0326  HISTORY     - 1940     MONUMENTED       USLS
 PK0326  HISTORY     - 1980     GOOD             MIDH
 PK0326  HISTORY     - 19960512 GOOD             USPSQD
 PK0326
 PK0326                          STATION DESCRIPTION
 PK0326
 PK0326'DESCRIBED BY US LAKE SURVEY 1940
 PK0326'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 24 MI. SW OF ALPENA,
 PK0326'3-1/2 MI. W AND 6 MI. S OF THE EXTREME N END OF HUBBARD LAKE, ON A
 PK0326'LIGHTLY-WOODED HILL AT THE S BOUNDARY OF THE WILDCUT GUN CLUB, 265 FT.
 PK0326'SW OF A 3-1/2FT. BOULDER WHICH IS JUST W OF SINGLE-WIRE N-S FENCE, 175
 PK0326'FT. W OF A FENCE CORNER, AND 11 FT. S OF AN E-W FENCE.
 PK0326'
 PK0326'STATION MARK IS A CROSS IN A BRONZE DISK, SET IN THE TOP OF A 12-IN.
 PK0326'SQUARE CONCRETE MONUMENT ABOUT 1 FT. ABOVE GROUND SURFACE.
 PK0326'
 PK0326'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN A CONCRETE POST S 34
 PK0326'DEG. W, 58.37 FT. FROM THE STATION.
 PK0326'
 PK0326'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET IN A CONCRETE POST WHICH IS
 PK0326'ON THE HIGHEST PART OF A HILL N 80 DEG. W, 96.5 FT. FROM THE STATION.
 PK0326'
 PK0326'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN THE N SIDE OF A 4-FT.
 PK0326'PARTIALLY-EXPOSED GRAY BOULDER, 7 FT. E OF A 15-IN. NORWAY PINE TREE,
 PK0326'BEARS N 10 DEG.  W, 133.5 FT. FROM THE STATION.
 PK0326'
 PK0326'TO REACH FROM THE BRIDGE OVER THE LOWER SOUTH BRANCH OF THUNDER BAY AT
 PK0326'THE N END OF HUBBARD LAKE, GO W ON A COUNTY ROAD FOR 1.6 MI., TURN S
 PK0326'FOR 0.6 MI., TURN W FOR 0.5 MI., CONTINUE ON A WELL-TRAVELED ROAD
 PK0326'THROUGHT THE WOODS FOR 2.6 MI., TAKE THE RIGHT FORK AND GO 0.4 MI.,
 PK0326'TAKE THE LEFT FORK AND GO 1.3 MI., PASS THE ENTRANCE TO NO DOE HUNT
 PK0326'CLUB AND GO 1.1 MI., PASS THE ENTRANCE TO THE PINE GROVE GUN CLUB AND
 PK0326'CONTINUE FOR 0.7 MI., TAKE THE MIDDLE ONE OF THREE ROADS AND GO FOR
 PK0326'1.6 MI., TURN LEFT FROM THE N-S ROAD ON A TRAIL AND GO FOR 0.8 MI. TO
 PK0326'THE WILDCAT GUN CLUB CAMPSITE, CONTINUE E ON A WINDING TRAIL FOR 1.7
 PK0326'MI. AND STOP IN A RAVINE 200 FT. W OF A N-S FENCE, CONTINUE ON FOOT
 PK0326'3000 FT. S ALONG THE FENCE TO THE CORNER AND STATION.
 PK0326
 PK0326                          STATION RECOVERY (1980)
 PK0326
 PK0326'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0326'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 PK0326'CONDITION.  THE DISTANCE TO RM 1 AGREED WITH PREVIOUS DATA.  MEASURED
 PK0326'DISTANCE TO RM 2 WAS 0.04 FOOT SHORTER THAN RECORDED AND FROM STATION
 PK0326'TO RM 3 WAS 0.07 FOOT SHORTER THAN RECORDED.  THE RECORDED STATION
 PK0326'LOCATION AND TO REACH IS ADEQUATE.
 PK0326'
 PK0326'THE STATION MARK PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 3 FEET
 PK0326'SOUTH OF A SINGLE STRAND FENCE RUNNING EAST AND WEST, 175 FEET FROM A
 PK0326'FENCE CORNER, 17 FEET SOUTH FROM A 16 INCH OAK, 9 FEET WEST FROM AN 8
 PK0326'INCH TWIN MAPLE AND 15 FEET N40E FROM A 20 INCH TWIN OAK.
 PK0326'
 PK0326'REFERENCE MARK 1 PROJECTS 5 INCHES ABOVE GROUND.  IT IS 56 FEET SOUTH
 PK0326'FROM A SINGLE STRAND FENCE, 16 FEET N70W FROM A 7 INCH OAK, 10 FEET
 PK0326'N50E FROM A 10 INCH TWIN MAPLE AND 15 FEET S20E FROM AN 18 INCH PINE.
 PK0326'
 PK0326'REFERENCE MARK 2 PROJECTS 2 INCHES ABOVE GROUND.  IT IS 4 FEET NORTH
 PK0326'FROM A SINGLE STRAND FENCE, 13 FEET S35W FROM A 13 INCH OAK, 20 FEET
 PK0326'N70W FROM AN 8 INCH WHITE BIRCH, 6 FEET N35W FROM A 16 INCH OAK.
 PK0326'
 PK0326'REFERENCE MARK 3 IS A BRONZE DISK STAMPED---NO 3 COMSTOCK 1905 1940---
 PK0326'SET IN THE NORTH SIDE OF A 4 FOOT PARTIALLY EXPOSED GRAY BOULDER
 PK0326'PROJECTING 12 INCHES ABOVE GROUND.  IT IS 125 FEET NORTH FROM A SINGLE
 PK0326'STRAND FENCE, 20 FEET SOUTH FROM AN 11 INCH OAK, 8 FEET WEST FROM A
 PK0326'16 INCH TWIN OAK AND 15 FEET N40E FROM A 10 INCH ASH.
 PK0326
 PK0326                          STATION RECOVERY (1996)
 PK0326
 PK0326'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0139 ***********************************************************************
 NE0139  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0139  DESIGNATION -  CON
 NE0139  PID         -  NE0139
 NE0139  STATE/COUNTY-  MI/WAYNE
 NE0139  COUNTRY     -  US
 NE0139  USGS QUAD   -  BELLE ISLE (2017)
 NE0139
 NE0139                         *CURRENT SURVEY CONTROL
 NE0139  ______________________________________________________________________
 NE0139* NAD 83(1986) POSITION- 42 21 28.     (N) 082 55 48.     (W)   SCALED
 NE0139* NAVD 88 ORTHO HEIGHT -   176.532 (meters)      579.17  (feet) ADJUSTED
 NE0139  ______________________________________________________________________
 NE0139  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE0139  DYNAMIC HEIGHT  -        176.480 (meters)      579.00  (feet) COMP
 NE0139  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NE0139
 NE0139  VERT ORDER      -  FIRST     CLASS 0
 NE0139
 NE0139.The horizontal coordinates were scaled from a map and have
 NE0139.an estimated accuracy of +/- 6 seconds.
 NE0139
 NE0139.The orthometric height was determined by differential leveling and
 NE0139.adjusted by the NATIONAL GEODETIC SURVEY
 NE0139.in June 1991.
 NE0139
 NE0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0139.GEOID18 height accuracy estimate available here.
 NE0139
 NE0139.This Water Level Mark is designated as VM 12967
 NE0139.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0139
 NE0139.Click photographs - Photos may exist for this station.
 NE0139
 NE0139.The dynamic height is computed by dividing the NAVD 88
 NE0139.geopotential number by the normal gravity value computed on the
 NE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0139.degrees latitude (g = 980.6199 gals.).
 NE0139
 NE0139.The modeled gravity was interpolated from observed gravity values.
 NE0139
 NE0139;                    North         East    Units  Estimated Accuracy
 NE0139;SPC MI S     -    96,290.    4,118,350.      MT  (+/- 180 meters Scaled)
 NE0139
 NE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG410913(NAD 83)
 NE0139
 NE0139                          SUPERSEDED SURVEY CONTROL
 NE0139
 NE0139  NGVD 29 (??/??/92)  176.687  (m)          579.68   (f) ADJ UNCH    1 0
 NE0139
 NE0139.Superseded values are not recommended for survey control.
 NE0139
 NE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0139.See file dsdata.pdf to determine how the superseded data were derived.
 NE0139
 NE0139_MARKER: Q = CHISELED SQUARE
 NE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0139+STABILITY: SURFACE MOTION
 NE0139
 NE0139  HISTORY     - Date     Condition        Report By
 NE0139  HISTORY     - 1963     MONUMENTED       USLS
 NE0139  HISTORY     - 1970     GOOD             USLS
 NE0139  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0139
 NE0139                          STATION DESCRIPTION
 NE0139
 NE0139'DESCRIBED BY US LAKE SURVEY 1970
 NE0139'AT DETROIT.
 NE0139'CON IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINT ON THE
 NE0139'U.S. PUBLIC HEALTH SERVICE HOSPITAL GROUNDS, NEAR WINDMILL
 NE0139'POINT LIGHT, ON THE INSIDE EDGE OF THE STEEL CAPPING OF THE
 NE0139'STEEL BREAKWALL JUST SOUTH OF THE LIGHTHOUSE, 2.43 FEET SOUTH
 NE0139'OF CONCRETE FOUNDATION OF LIGHTHOUSE, 0.45 FOOT NORTH OF CORNER
 NE0139'FENCE POST BEING THE HIGHEST POINT IN A CHISELED SQUARE MARKED
 NE0139'BY A CROSS INSIDE THE SQUARE.  NOTE-- PREV. DESIG. BM CON 1963.
 NE0139
 NE0139                          STATION RECOVERY (1998)
 NE0139
 NE0139'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME3329 ***********************************************************************
 ME3329  DESIGNATION -  CON
 ME3329  PID         -  ME3329
 ME3329  STATE/COUNTY-  MI/BERRIEN
 ME3329  COUNTRY     -  US
 ME3329  USGS QUAD   -  BRIDGMAN (2017)
 ME3329
 ME3329                         *CURRENT SURVEY CONTROL
 ME3329  ______________________________________________________________________
 ME3329* NAD 83(2007) POSITION- 41 54 26.88933(N) 086 36 24.93452(W)   ADJUSTED
 ME3329* NAD 83(2007) ELLIP HT-   145.372 (meters)        (02/10/07)   ADJUSTED
 ME3329* NAD 83(2007) EPOCH   -  2002.00
 ME3329* NAVD 88 ORTHO HEIGHT -   179.3   (meters)      588.    (feet) GPS OBS
 ME3329  ______________________________________________________________________
 ME3329  NAVD 88 orthometric height was determined with geoid model    GEOID90
 ME3329  GEOID HEIGHT    -        -33.990 (meters)                     GEOID90
 ME3329  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 ME3329  NAD 83(2007) X  -    281,367.519 (meters)                     COMP
 ME3329  NAD 83(2007) Y  - -4,745,644.280 (meters)                     COMP
 ME3329  NAD 83(2007) Z  -  4,238,057.632 (meters)                     COMP
 ME3329  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 ME3329
 ME3329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3329  Standards:
 ME3329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3329  -------------------------------------------------------------------
 ME3329  NETWORK   20.08  20.58           4.56   9.92  10.50     -0.09073538
 ME3329  -------------------------------------------------------------------
 ME3329  Click here for local accuracies and other accuracy information.
 ME3329
 ME3329.The horizontal coordinates were established by GPS observations
 ME3329.and adjusted by the National Geodetic Survey in February 2007.
 ME3329
 ME3329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 ME3329.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 ME3329
 ME3329.The horizontal coordinates are valid at the epoch date displayed above
 ME3329.which is a decimal equivalence of Year/Month/Day.
 ME3329
 ME3329.The orthometric height was determined by GPS observations and a
 ME3329.high-resolution geoid model.
 ME3329
 ME3329.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3329.GEOID18 height accuracy estimate available here.
 ME3329
 ME3329.Click photographs - Photos may exist for this station.
 ME3329
 ME3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3329
 ME3329.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3329
 ME3329.The ellipsoidal height was determined by GPS observations
 ME3329.and is referenced to NAD 83.
 ME3329
 ME3329. The following values were computed from the NAD 83(2007) position.
 ME3329
 ME3329;                    North         East     Units Scale Factor Converg.
 ME3329;SPC MI S     -    47,734.940 3,814,136.565   MT  1.00005114   -1 31 28.4
 ME3329;SPC MI S     -   156,610.70 12,513,571.41   iFT  1.00005114   -1 31 28.4
 ME3329;UTM  16      - 4,639,577.419   532,600.579   MT  0.99961308   +0 15 45.2
 ME3329
 ME3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3329!SPC MI S     -   0.99997720  x   1.00005114  =   1.00002834
 ME3329!UTM  16      -   0.99997720  x   0.99961308  =   0.99959029
 ME3329
 ME3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3260039577(NAD 83)
 ME3329
 ME3329                          SUPERSEDED SURVEY CONTROL
 ME3329
 ME3329  ELLIP H (07/17/02)  145.473  (m)                       GP(       ) 4 1
 ME3329  NAD 83(1994)-  41 54 26.89328(N)    086 36 24.94074(W) AD(       ) 2
 ME3329  ELLIP H (02/03/97)  145.600  (m)                       GP(       ) 4 1
 ME3329  NAD 83(1986)-  41 54 26.89204(N)    086 36 24.94168(W) AD(       ) 2
 ME3329
 ME3329.Superseded values are not recommended for survey control.
 ME3329
 ME3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3329.See file dsdata.pdf to determine how the superseded data were derived.
 ME3329
 ME3329_MARKER: X = CHISELED CROSS
 ME3329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME3329_SP_SET: SHEET PILE CAP
 ME3329_STAMPING: X
 ME3329_MARK LOGO: NOS
 ME3329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3329+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ME3329
 ME3329  HISTORY     - Date     Condition        Report By
 ME3329  HISTORY     - 1991     MONUMENTED       NOS
 ME3329
 ME3329                          STATION DESCRIPTION
 ME3329
 ME3329'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3329'THE STATION IS LOCATED AT WARREN DUNES STATE PARK APPROXIMATELY 4 MI
 ME3329'(6.44 KM) SOUTHWEST OF BRIDGMAN, MI, JUST WEST OF THE CENTER OF THREE
 ME3329'BEACH CONCESSION BUILDINGS AT THE STATE PARKS MAIN BEACH.
 ME3329'TO REACH THE STATION FROM THE INTERSECTION OF RED ARROW HWY AND THE
 ME3329'ENTRANCE TO WARREN DUNES STATE PARK, FOLLOW THE PARK ENTRANCE ROAD
 ME3329'FOR APPROXIMATELY 1.4 MILES TO THE MAIN BEACH AREA AND THE CENTER OF
 ME3329'THREE BEACH CONCESSION BUILDINGS AND STATION AS DESCRIBED.
 ME3329'THE STATION IS A STAMPED CROSS - X - ON THE TOP OF A STEEL SHEET PILE
 ME3329'CAP SUPPORT WHICH EXTENDS EAST FROM A STEEL SHEET PILE RETAINING WALL
 ME3329'ON THE LAKE SIDE OF THE CONCESSION STAND.  THE MARK IS 17.93 M
 ME3329'(58.83 FT) NORTH OF THE MOST WESTERLY POINT OF CONCRETE CONCESSION
 ME3329'STAND PAD, 5.17 M (16.96 FT) WEST OF THE EAST END OF STEEL SHEET PILE
 ME3329'SUPPORT, 4.45 M (14.60 FT)  EAST OF THE FACE OF RETAINING WALL, AND
 ME3329'0.11 M (0.36 FT) NORTH OF THE SOUTH EDGE OF THE STEEL SUPPORT.
 ME3329'POINT OF CONTACT - JOE SOUTHWOOD, WARREN DUNES PARK MANAGER.
 ME3329'DESCRIBED BY ALG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0180 ***********************************************************************
 QL0180  DESIGNATION -  CON PT C
 QL0180  PID         -  QL0180
 QL0180  STATE/COUNTY-  MI/DELTA
 QL0180  COUNTRY     -  US
 QL0180  USGS QUAD   -  ESCANABA (2017)
 QL0180
 QL0180                         *CURRENT SURVEY CONTROL
 QL0180  ______________________________________________________________________
 QL0180* NAD 83(1986) POSITION- 45 43 34.     (N) 087 05 10.     (W)   SCALED
 QL0180* NAVD 88 ORTHO HEIGHT -   182.259 (meters)      597.96  (feet) ADJUSTED
 QL0180  ______________________________________________________________________
 QL0180  GEOID HEIGHT    -        -35.855 (meters)                     GEOID18
 QL0180  DYNAMIC HEIGHT  -        182.258 (meters)      597.96  (feet) COMP
 QL0180  MODELED GRAVITY -    980,607.5   (mgal)                       NAVD 88
 QL0180
 QL0180  VERT ORDER      -  FIRST     CLASS 0
 QL0180
 QL0180.This mark is at Delta County Airport (ESC)
 QL0180
 QL0180.The horizontal coordinates were scaled from a map and have
 QL0180.an estimated accuracy of +/- 6 seconds.
 QL0180
 QL0180.The orthometric height was determined by differential leveling and
 QL0180.adjusted by the NATIONAL GEODETIC SURVEY
 QL0180.in June 1991.
 QL0180
 QL0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0180.GEOID18 height accuracy estimate available here.
 QL0180
 QL0180.Click photographs - Photos may exist for this station.
 QL0180
 QL0180.The dynamic height is computed by dividing the NAVD 88
 QL0180.geopotential number by the normal gravity value computed on the
 QL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0180.degrees latitude (g = 980.6199 gals.).
 QL0180
 QL0180.The modeled gravity was interpolated from observed gravity values.
 QL0180
 QL0180;                    North         East    Units  Estimated Accuracy
 QL0180;SPC MI N     -   104,790.    7,993,300.      MT  (+/- 180 meters Scaled)
 QL0180
 QL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR932636(NAD 83)
 QL0180
 QL0180                          SUPERSEDED SURVEY CONTROL
 QL0180
 QL0180  NGVD 29 (??/??/92)  182.277  (m)          598.02   (f) ADJ UNCH    1 0
 QL0180
 QL0180.Superseded values are not recommended for survey control.
 QL0180
 QL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0180.See file dsdata.pdf to determine how the superseded data were derived.
 QL0180
 QL0180_MARKER: I = METAL ROD
 QL0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0180_STAMPING: CON PT C 1966
 QL0180_PROJECTION: FLUSH
 QL0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0180+STABILITY: SURFACE MOTION
 QL0180
 QL0180  HISTORY     - Date     Condition        Report By
 QL0180  HISTORY     - 1966     MONUMENTED       CGS
 QL0180  HISTORY     - 1972     GOOD             NGS
 QL0180  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0180
 QL0180                          STATION DESCRIPTION
 QL0180
 QL0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0180'AT ESCANABA.
 QL0180'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 0.2 MILE
 QL0180'NORTH OF THE WEST END OF 18 TH AVENUE, ABOUT 200 YARDS SOUTH
 QL0180'OF THE NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY (RUNWAY NO.
 QL0180'18-36) 132 FEET SOUTHEAST OF THE 3 RD RUNWAY LIGHT SOUTH OF THE
 QL0180'NORTH END OF THE RUNWAY, 131 1/2 FEET NORTHEAST OF THE 4TH
 QL0180'RUNWAY LIGHT SOUTH OF THE NORTH END OF THE RUNWAY, 102 1/2 FEET
 QL0180'EAST OF THE EAST EDGE OF RUNWAY 18-36, 1 FOOT BELOW THE LEVEL
 QL0180'OF THE RUNWAY, A 1 INCH COPPER ROD SET IN THE TOP OF A CONCRETE
 QL0180'POST FLUSH WITH THE GROUND.
 QL0180
 QL0180                          STATION RECOVERY (1981)
 QL0180
 QL0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0295 ***********************************************************************
 QL0295  DESIGNATION -  CON PT C
 QL0295  PID         -  QL0295
 QL0295  STATE/COUNTY-  MI/MENOMINEE
 QL0295  COUNTRY     -  US
 QL0295  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 QL0295
 QL0295                         *CURRENT SURVEY CONTROL
 QL0295  ______________________________________________________________________
 QL0295* NAD 83(1986) POSITION- 45 07 35.1    (N) 087 38 38.3    (W)   HD_HELD2
 QL0295* NAVD 88 ORTHO HEIGHT -   187.993 (meters)      616.77  (feet) ADJUSTED
 QL0295  ______________________________________________________________________
 QL0295  GEOID HEIGHT    -        -36.939 (meters)                     GEOID18
 QL0295  DYNAMIC HEIGHT  -        187.975 (meters)      616.71  (feet) COMP
 QL0295  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QL0295
 QL0295  VERT ORDER      -  SECOND    CLASS I
 QL0295
 QL0295.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0295
 QL0295.The horizontal coordinates were established by autonomous hand held GPS
 QL0295.observations and have an estimated accuracy of +/- 10 meters.
 QL0295
 QL0295.The orthometric height was determined by differential leveling and
 QL0295.adjusted by the NATIONAL GEODETIC SURVEY
 QL0295.in February 2017.
 QL0295
 QL0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0295.GEOID18 height accuracy estimate available here.
 QL0295
 QL0295.Click photographs - Photos may exist for this station.
 QL0295
 QL0295.The dynamic height is computed by dividing the NAVD 88
 QL0295.geopotential number by the normal gravity value computed on the
 QL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0295.degrees latitude (g = 980.6199 gals.).
 QL0295
 QL0295.The modeled gravity was interpolated from observed gravity values.
 QL0295
 QL0295;                    North         East    Units  Estimated Accuracy
 QL0295;SPC MI N     -    38,339.    7,949,332.      MT  (+/- 10 meters HH2 GPS)
 QL0295
 QL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4935697195(NAD 83)
 QL0295
 QL0295                          SUPERSEDED SURVEY CONTROL
 QL0295
 QL0295  NAVD 88 (06/15/91)  187.971  (m)          616.70   (f) SUPERSEDED  1 0
 QL0295
 QL0295.Superseded values are not recommended for survey control.
 QL0295
 QL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0295.See file dsdata.pdf to determine how the superseded data were derived.
 QL0295
 QL0295_MARKER: I = METAL ROD
 QL0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QL0295_STAMPING: CON PT C 1966
 QL0295_MARK LOGO: CGS
 QL0295_PROJECTION: FLUSH
 QL0295_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0295+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 QL0295
 QL0295  HISTORY     - Date     Condition        Report By
 QL0295  HISTORY     - 1966     MONUMENTED       CGS
 QL0295  HISTORY     - 1972     GOOD             NGS
 QL0295  HISTORY     - 1990     GOOD             USPSQD
 QL0295  HISTORY     - 19900811 GOOD             NGS
 QL0295  HISTORY     - 20010331 GOOD             NGS
 QL0295  HISTORY     - 20150827 GOOD             WIDT
 QL0295
 QL0295                          STATION DESCRIPTION
 QL0295
 QL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0295'AT MENOMINEE AIRPORT.
 QL0295'AT THE MENOMINEE AIRPORT, 0.1 MILE SOUTHEAST ALONG THE
 QL0295'SOUTHEAST-NORTHWEST RUNWAY FROM THE NORTHWEST END OF THE RUNWAY,
 QL0295'(RUNWAY 14-32), 124 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QL0295'ABOVE RUNWAY, 64 FEET SOUTH-SOUTHWEST OF THE THIRD RUNWAY LIGHT
 QL0295'SOUTHEAST OF THE NORTHWEST END OF THE ABOVE RUNWAY, 1 FOOT BELOW
 QL0295'THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST
 QL0295'FLUSH WITH THE GROUND.  SEC 33, T 32 N, R 27 W.
 QL0295
 QL0295                          STATION RECOVERY (1990)
 QL0295
 QL0295'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0295'RECOVERED IN GOOD CONDITION.
 QL0295
 QL0295                          STATION RECOVERY (1990)
 QL0295
 QL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0295'THE STATION IS LOCATED NEAR THE END RWY 14 586.80 FT (178.86 M) SE OF
 QL0295'THE CENTERLINE END RWY 14, 124.50 FT (37.95 M) SW OF THE CENTERLINE
 QL0295'RWY 14-32, 63.0 FT (19.2 M) (DIRECTION UNKNOWN) FROM THE 3RD RWY LIGHT
 QL0295'SE RWY END 14 AND 5.2 FT (1.6 M) SE OF BEING IN LINE WITH THE 3RD RWY
 QL0295'LIGHTS. 43.5 FT (13.3 M) SOUTHEAST OF A SERVICE ROAD LEADING TO THE GS
 QL0295'(3).  STATION IS A COPPERWELD ROD SET IN CONCRETE.
 QL0295
 QL0295                          STATION RECOVERY (2001)
 QL0295
 QL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0295
 QL0295                          STATION RECOVERY (2015)
 QL0295
 QL0295'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1656 ***********************************************************************
 RL1656  DESIGNATION -  CONNER
 RL1656  PID         -  RL1656
 RL1656  STATE/COUNTY-  MI/GOGEBIC
 RL1656  COUNTRY     -  US
 RL1656  USGS QUAD   -  THOMASTON (2017)
 RL1656
 RL1656                         *CURRENT SURVEY CONTROL
 RL1656  ______________________________________________________________________
 RL1656* NAD 83(1994) POSITION- 46 36 40.11360(N) 089 57 09.33035(W)   ADJUSTED
 RL1656* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 RL1656  ______________________________________________________________________
 RL1656  GEOID HEIGHT    -        -30.493 (meters)                     GEOID18
 RL1656  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 RL1656  HORZ ORDER      -  THIRD
 RL1656
 RL1656.The horizontal coordinates were established by classical geodetic methods
 RL1656.and adjusted by the National Geodetic Survey in February 1997.
 RL1656
 RL1656.The orthometric height was scaled from a topographic map.
 RL1656
 RL1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1656.GEOID18 height accuracy estimate available here.
 RL1656
 RL1656.Click photographs - Photos may exist for this station.
 RL1656
 RL1656.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1656
 RL1656. The following values were computed from the NAD 83(1994) position.
 RL1656
 RL1656;                    North         East     Units Scale Factor Converg.
 RL1656;SPC MI N     -   207,363.554 7,773,884.270   MT  0.99991898   -2 08 02.8
 RL1656;SPC MI N     -   680,326.62 25,504,869.65   iFT  0.99991898   -2 08 02.8
 RL1656;UTM  16      - 5,166,188.546   273,909.644   MT  1.00022835   -2 08 47.7
 RL1656;UTM  15      - 5,166,465.048   733,350.413   MT  1.00026936   +2 12 56.1
 RL1656
 RL1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1656!SPC MI N     -   0.99993754  x   0.99991898  =   0.99985652
 RL1656!UTM  16      -   0.99993754  x   1.00022835  =   1.00016587
 RL1656!UTM  15      -   0.99993754  x   1.00026936  =   1.00020688
 RL1656
 RL1656:                Primary Azimuth Mark                     Grid Az
 RL1656:SPC MI N     -  CONNER AZ MK                             161 55 17.4
 RL1656:UTM  16      -  CONNER AZ MK                             161 56 02.3
 RL1656:UTM  15      -  CONNER AZ MK                             157 34 18.5
 RL1656
 RL1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7390966188(NAD 83)
 RL1656
 RL1656|---------------------------------------------------------------------|
 RL1656| PID    Reference Object                     Distance      Geod. Az  |
 RL1656|                                                           dddmmss.s |
 RL1656| CJ2382 CONNER RM 2                          28.585 METERS 07524     |
 RL1656| CJ2380 CONNER AZ MK                                       1594714.6 |
 RL1656| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX.14.8 KM 1713931.6 |
 RL1656| CJ2381 CONNER RM 1                          25.513 METERS 17647     |
 RL1656|---------------------------------------------------------------------|
 RL1656
 RL1656                          SUPERSEDED SURVEY CONTROL
 RL1656
 RL1656  NAD 83(1991)-  46 36 40.10918(N)    089 57 09.32520(W) AD(       ) 3
 RL1656  NAD 83(1986)-  46 36 40.10856(N)    089 57 09.32626(W) AD(       ) 3
 RL1656  NAD 27      -  46 36 40.29500(N)    089 57 08.72500(W) AD(       ) 3
 RL1656
 RL1656.Superseded values are not recommended for survey control.
 RL1656
 RL1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1656.See file dsdata.pdf to determine how the superseded data were derived.
 RL1656
 RL1656_MARKER: DS = TRIANGULATION STATION DISK
 RL1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1656_STAMPING: CONNER 1952
 RL1656_MARK LOGO: CGS
 RL1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1656+STABILITY: SURFACE MOTION
 RL1656
 RL1656  HISTORY     - Date     Condition        Report By
 RL1656  HISTORY     - 1952     MONUMENTED       CGS
 RL1656  HISTORY     - 1977     GOOD             NGS
 RL1656  HISTORY     - 19941227 GOOD             GLORI
 RL1656
 RL1656                          STATION DESCRIPTION
 RL1656
 RL1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1656'THE STATION IS ABOUT 10 MILES NORTH OF WAKEFIELD, 6 MILES
 RL1656'SOUTH OF PRESQUE ISLE STATE PARK, ON THE WEST SIDE OF A NORTH-SOUTH
 RL1656'GRAVEL ROAD AND AT THE EDGE OF THE TIMBER.
 RL1656'
 RL1656'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RL1656'28 IN WAKEFIELD, GO NORTH AND EAST ON HIGHWAY 28 FOR 1.4 MILES
 RL1656'TO FORKS AND SIGN PRESQUE ISLE, TURN LEFT ON BLACK TOP ROAD,
 RL1656'NORTH, GO 2.3 MILES TO A T INTERSECTION IN VILLAGE OF THOMASTON,
 RL1656'TURN LEFT, NORTHERLY, GO 4 MILES TO THE AZIMUTH MARK ON RIGHT
 RL1656'AS DESCRIBED BELOW, CONTINUE NORTH, GO 0.6 MILE TO TOP OF GRADE
 RL1656'AND STATION SITE ON LEFT.
 RL1656'
 RL1656'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 5 INCHES.  IT IS 42 FEET WEST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD, 3 FEET SOUTH OF A WITNESS POST
 RL1656'AND IS STAMPED CONNER 1952.
 RL1656'
 RL1656'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 6 INCHES.  IT IS 41 FEET EAST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD AND IS STAMPED CONNER NO 1 1952.
 RL1656'
 RL1656'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 5 INCHES.  IT IS 65 FEET WEST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD AND IS STAMPED CONNER NO 2 1952.
 RL1656'
 RL1656'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 4 INCHES.  IT IS 36 FEET EAST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD, 2 FEET EAST OF A WITNESS POST
 RL1656'AND IS STAMPED CONNER 1952.
 RL1656'
 RL1656'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 RL1656
 RL1656                          STATION RECOVERY (1977)
 RL1656
 RL1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1656'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RL1656'RECOVERED AS DESCRIBED.  STATION MARK IS 42 FEET WEST OF THE CENTER
 RL1656'OF ROAD, 3 FEET SOUTH OF A WITNESS POST.  REFERENCE MARK 1 IS 41 FEET
 RL1656'EAST OF THE CENTER OF ROAD.  REFERENCE MARK 2 IS 65 FEET WEST OF
 RL1656'THE CENTER OF THE ROAD.  THE AZIMUTH MARK IS 36 FEET EAST OF THE
 RL1656'CENTER OF ROAD.  A NEW TO REACH FOLLOWS.
 RL1656'
 RL1656'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 28 IN
 RL1656'WAKEFIELD, GO NORTHEAST ON STATE HIGHWAY 28 FOR 1.4 MILE TO A SIDE
 RL1656'ROAD LEFT IN THE SMALL VILLAGE OF THOMASTON.  TURN LEFT AND GO
 RL1656'NORTHERLY ON SURFACED ROAD FOR 5.4 MILES TO THE AZIMUTH MARK ON
 RL1656'THE RIGHT, CONTINUE FOR 0.6 MILE TO THE TOP OF RIDGE AND STATION
 RL1656'SITE ON THE LEFT.
 RL1656'
 RL1656'NOTE.  BENCH MARK V 131 1948 IS ABOUT 75 FEET NORTH OF THE AZIMUTH
 RL1656'MARK ON THE EAST SIDE OF ROAD.  BENCH MARK S 131 1948 IS ABOUT 0.7
 RL1656'MILE NORTH OF STATION.
 RL1656'
 RL1656'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL1656'
 RL1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 RL1656'NORTH OF WALEFIELD.
 RL1656
 RL1656                          STATION RECOVERY (1994)
 RL1656
 RL1656'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1656'TO REACH STATION FROM THE INTERSECTION OF US 2 AND M-28 IN WAKEFIELD
 RL1656'PROCEED NORTHEASTERLY ON M-28 FOR 1.25 MILES (2.01 KM) TO THE
 RL1656'INTERSECTION OF M-28 AND COUNTY ROAD 519 TO PRESQUE ISLE PARK.  TURN
 RL1656'LEFT (NORTH) ON TO C.R.519 AND FOLLOW 9.1 MILES (14.6 KM) TO THE
 RL1656'STATION ON THE LEFT.  STATION IS 9.1 MILES (14.6 KM) NORTH OF M-28,
 RL1656'6.8 MILES (10.9 KM) NORTH OF RR X-ING, 4.4 MILES (7.1 KM) NORTH OF
 RL1656'CONNER MILL ENT., 0.65 MILES (1.05 KM) NORTH OF AZIMUTH MARK.  FROM
 RL1656'STATION 6 FT.STEEL RAIL BEARS S.70 W.  1.6 FT.FROM STATION 4 FT.STEEL
 RL1656'RAIL BEARS N.28 E.  1.1 FT.FROM R.M.1, 6 FT.STEEL RAIL BEARS N.74 E.
 RL1656'1.45 FT.FROM R.M.2, 6 FT.STEEL RAIL BEARS S.  02 E.  1.95 FT.FROM
 RL1656'AZIMUTH MARK STEEL RAIL BEARS N.68 E.  1.35 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1594 ***********************************************************************
 RL1594  DESIGNATION -  CONNORS LOOKOUT TOWER
 RL1594  PID         -  RL1594
 RL1594  STATE/COUNTY-  MI/HOUGHTON
 RL1594  COUNTRY     -  US
 RL1594  USGS QUAD   -  SPARROW RAPIDS (2017)
 RL1594
 RL1594                         *CURRENT SURVEY CONTROL
 RL1594  ______________________________________________________________________
 RL1594* NAD 83(1994) POSITION- 46 32 52.29732(N) 088 52 37.51885(W)   ADJUSTED
 RL1594* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 RL1594  ______________________________________________________________________
 RL1594  GEOID HEIGHT    -        -32.526 (meters)                     GEOID18
 RL1594  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 RL1594  HORZ ORDER      -  THIRD
 RL1594
 RL1594.The horizontal coordinates were established by classical geodetic methods
 RL1594.and adjusted by the National Geodetic Survey in February 1997.
 RL1594
 RL1594.The orthometric height was scaled from a topographic map.
 RL1594
 RL1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1594.GEOID18 height accuracy estimate available here.
 RL1594
 RL1594.Click photographs - Photos may exist for this station.
 RL1594
 RL1594.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1594
 RL1594. The following values were computed from the NAD 83(1994) position.
 RL1594
 RL1594;                    North         East     Units Scale Factor Converg.
 RL1594;SPC MI N     -   197,822.222 7,856,062.227   MT  0.99991332   -1 21 24.3
 RL1594;SPC MI N     -   649,023.04 25,774,482.37   iFT  0.99991332   -1 21 24.3
 RL1594;UTM  16      - 5,156,633.016   356,095.236   MT  0.99985455   -1 21 46.5
 RL1594
 RL1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1594!SPC MI N     -   0.99993801  x   0.99991332  =   0.99985134
 RL1594!UTM  16      -   0.99993801  x   0.99985455  =   0.99979257
 RL1594
 RL1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5609556633(NAD 83)
 RL1594
 RL1594                          SUPERSEDED SURVEY CONTROL
 RL1594
 RL1594  NAD 83(1986)-  46 32 52.29278(N)    088 52 37.51120(W) AD(       ) 3
 RL1594  NAD 27      -  46 32 52.50000(N)    088 52 37.01000(W) AD(       ) 3
 RL1594
 RL1594.Superseded values are not recommended for survey control.
 RL1594
 RL1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1594.See file dsdata.pdf to determine how the superseded data were derived.
 RL1594
 RL1594_MARKER: DD = SURVEY DISK
 RL1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1594_STAMPING: TT 54 TX 1938
 RL1594_MARK LOGO: USGS
 RL1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1594+STABILITY: SURFACE MOTION
 RL1594
 RL1594  HISTORY     - Date     Condition        Report By
 RL1594  HISTORY     - 1938     MONUMENTED       USGS
 RL1594
 RL1594                          STATION DESCRIPTION
 RL1594
 RL1594'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 RL1594'LOCATED 0.3 MILE E ALONG STATE HIGHWAY 28, THENCE 4.8 MILES
 RL1594'N, THENCE 0.5 MILE E FROM KENTON, IN NW 1/4 SEC. 24, T. 48
 RL1594'N., R. 37 W., AT CONNORS FIRE LOOKOUT TOWER OF THE U.S. FOREST
 RL1594'SERVICE.  STATION IS MARKED BY U.S.G.S. STANDARD TABLET STAMPED
 RL1594'TT 54 TX 1938, SET IN CONCRETE POST AND CENTERED UNDER LOOKOUT
 RL1594'TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1145 ***********************************************************************
 NE1145  DESIGNATION -  CONRAD
 NE1145  PID         -  NE1145
 NE1145  STATE/COUNTY-  MI/ST CLAIR
 NE1145  COUNTRY     -  US
 NE1145  USGS QUAD   -  GOODELLS (2017)
 NE1145
 NE1145                         *CURRENT SURVEY CONTROL
 NE1145  ______________________________________________________________________
 NE1145* NAD 83(1994) POSITION- 42 58 43.72939(N) 082 38 02.59902(W)   ADJUSTED
 NE1145* NAVD 88 ORTHO HEIGHT -   214.3   (meters)      703.    (feet) VERTCON3
 NE1145  ______________________________________________________________________
 NE1145  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 NE1145  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 NE1145  HORZ ORDER      -  FIRST
 NE1145
 NE1145.The horizontal coordinates were established by classical geodetic methods
 NE1145.and adjusted by the National Geodetic Survey in February 1997.
 NE1145
 NE1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1145
 NE1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1145.GEOID18 height accuracy estimate available here.
 NE1145
 NE1145.Click photographs - Photos may exist for this station.
 NE1145
 NE1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1145
 NE1145. The following values were computed from the NAD 83(1994) position.
 NE1145
 NE1145;                    North         East     Units Scale Factor Converg.
 NE1145;SPC MI S     -   165,717.142 4,141,304.393   MT  0.99990821   +1 10 44.7
 NE1145;SPC MI S     -   543,691.41 13,586,956.67   iFT  0.99990821   +1 10 44.7
 NE1145;UTM  17      - 4,759,757.515   366,763.790   MT  0.99981839   -1 06 50.9
 NE1145
 NE1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1145!SPC MI S     -   0.99997185  x   0.99990821  =   0.99988007
 NE1145!UTM  17      -   0.99997185  x   0.99981839  =   0.99979025
 NE1145
 NE1145:                Primary Azimuth Mark                     Grid Az
 NE1145:SPC MI S     -  CONRAD AZ MK                             028 28 09.9
 NE1145:UTM  17      -  CONRAD AZ MK                             030 45 45.5
 NE1145
 NE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6676359757(NAD 83)
 NE1145
 NE1145|---------------------------------------------------------------------|
 NE1145| PID    Reference Object                     Distance      Geod. Az  |
 NE1145|                                                           dddmmss.s |
 NE1145| NE1144 CONRAD AZ MK                        APPROX. 0.8 KM 0293854.6 |
 NE1145| CH0913 CONRAD RM 1                          29.580 METERS 10615     |
 NE1145| NE1146 CONRAD RM 2                          30.233 METERS 26900     |
 NE1145|---------------------------------------------------------------------|
 NE1145
 NE1145                          SUPERSEDED SURVEY CONTROL
 NE1145
 NE1145  NAD 83(1986)-  42 58 43.71755(N)    082 38 02.63186(W) AD(       ) 1
 NE1145  NAD 27      -  42 58 43.61466(N)    082 38 02.91070(W) AD(       ) 1
 NE1145  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 NE1145
 NE1145.Superseded values are not recommended for survey control.
 NE1145
 NE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1145.See file dsdata.pdf to determine how the superseded data were derived.
 NE1145
 NE1145_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1145_STAMPING: CONRAD 1976
 NE1145_MARK LOGO: NGS
 NE1145_PROJECTION: RECESSED 43 CENTIMETERS
 NE1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1145+STABILITY: SURFACE MOTION
 NE1145
 NE1145  HISTORY     - Date     Condition        Report By
 NE1145  HISTORY     - 1976     MONUMENTED       NGS
 NE1145  HISTORY     - 19991113 GOOD             USPSQD
 NE1145  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 NE1145
 NE1145                          STATION DESCRIPTION
 NE1145
 NE1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NE1145'THE STATION IS LOCATED 1-3/4 MILES EAST-SOUTHEAST OF
 NE1145'EMMETT, 3/4 MILE SOUTH OF STATE HIGHWAY 21 AND
 NE1145'200 FEET NORTH OF A GRAND TRUNK RAILROAD TRACK, ON PROPERTY
 NE1145'OWNED BY MR. BOB CONRAD, GOODELLS, MICHIGAN. PHONE-313-325-1296
 NE1145'IT IS IN SECTION 1, T6N, R15E.
 NE1145'
 NE1145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 NE1145'21, WHICH IS ABOUT 0.6 MILE NORTH OF EMMETT, GO EAST ON STATE
 NE1145'HIGHWAY 21 FOR 4.8 MILES TO A SIDE ROAD RIGHT,(GOODELLS ROAD.)
 NE1145'CONTINUE STRAIGHT AHEAD AND EASTERLY ON STATE HIGHWAY 21
 NE1145'FOR 1.7 MILES TO A SIDE ROAD RIGHT,(ECKELS ROAD.)
 NE1145'TURN RIGHT, SOUTH, ON ECKELS ROAD FOR 0.45 MILE TO THE
 NE1145'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON ECKELS ROAD
 NE1145'FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO A
 NE1145'METAL BUILDING.  TURN RIGHT AND GO WESTERLY ALONG
 NE1145'NORTH SIDE OF BUILDING FOR 0.05 MILE TO A GATE.  PASS
 NE1145'THROUGH THE GATE AND GO WEST ACROSS PASTURE FOR 0.02 MILE TO
 NE1145'THE STATION ON THE LEFT NEXT TO A FENCE AS DESCRIBED.
 NE1145'
 NE1145'STATION MARKS, STAMPED---CONRAD 1976---, ARE STANDARD DISKS.
 NE1145'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1145'CONCRETE MONUMENT THAT IS 17 INCHES BELOW THE GROUND SURFACE.
 NE1145'IT IS 16.5 FEET NORTH OF A
 NE1145'FENCELINE AND 17.1 FEET NORTH-NORTHEAST OF A METAL WITNESS
 NE1145'POST.
 NE1145'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NE1145'42 INCHES BELOW THE GROUND SURFACE.
 NE1145'
 NE1145'REFERENCE MARK 1, STAMPED---CONRAD NO 1 1976---, A STANDARD
 NE1145'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 NE1145'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT NORTH
 NE1145'OF A FENCELINE, 1.4 FEET WEST-NORTHWEST OF A METAL WITNESS
 NE1145'POST AND 93 FEET SOUTHWEST OF A FORKED TREE.
 NE1145'
 NE1145'REFERENCE MARK 2, STAMPED---CONRAD NO 2 1976---, A STANDARD
 NE1145'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 NE1145'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.1
 NE1145'FEET NORTH OF A FENCELINE AND 5.0 FEET EAST-NORTHEAST OF A
 NE1145'METAL WITNESS POST.
 NE1145'
 NE1145'AZIMUTH MARK STAMPED---CONRAD 1976---, A STANDARD DISK SET IN
 NE1145'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NE1145'THE GROUND SURFACE.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 NE1145'POST, 3.8 FEET EAST-NORTHEAST OF A FENCE CORNER, 28 FEET WEST
 NE1145'OF THE APPROXIMATE CENTER OF A ROAD, 40.7 FEET EAST-NORTHEAST
 NE1145'OF A POWERLINE POLE AND 60 FEET NORTH OF THE APPROXIMATE
 NE1145'CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE.
 NE1145'
 NE1145'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1145'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 26.7 METERS.
 NE1145'DESCRIBED BY G.F.SMITH
 NE1145
 NE1145                          STATION RECOVERY (1999)
 NE1145
 NE1145'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1145'RECOVERED IN GOOD CONDITION.
 NE1145
 NE1145                          STATION RECOVERY (2006)
 NE1145
 NE1145'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE1145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1144 ***********************************************************************
 NE1144  DESIGNATION -  CONRAD AZ MK
 NE1144  PID         -  NE1144
 NE1144  STATE/COUNTY-  MI/ST CLAIR
 NE1144  COUNTRY     -  US
 NE1144  USGS QUAD   -  GOODELLS (2017)
 NE1144
 NE1144                         *CURRENT SURVEY CONTROL
 NE1144  ______________________________________________________________________
 NE1144* NAD 83(2011) POSITION- 42 59 05.58734(N) 082 37 45.65060(W)   ADJUSTED
 NE1144* NAD 83(2011) ELLIP HT-   176.806 (meters)        (06/27/12)   ADJUSTED
 NE1144* NAD 83(2011) EPOCH   -  2010.00
 NE1144* NAVD 88 ORTHO HEIGHT -   211.583 (meters)      694.17  (feet) ADJUSTED
 NE1144  ______________________________________________________________________
 NE1144  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 NE1144  NAD 83(2011) X  -    599,517.333 (meters)                     COMP
 NE1144  NAD 83(2011) Y  - -4,634,612.778 (meters)                     COMP
 NE1144  NAD 83(2011) Z  -  4,326,394.122 (meters)                     COMP
 NE1144  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 NE1144  DYNAMIC HEIGHT  -        211.531 (meters)      694.00  (feet) COMP
 NE1144  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 NE1144
 NE1144  VERT ORDER      -  SECOND    CLASS I
 NE1144
 NE1144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1144  Standards:
 NE1144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1144  -------------------------------------------------------------------
 NE1144  NETWORK    0.25   0.41           0.12   0.08   0.21     -0.01993993
 NE1144  -------------------------------------------------------------------
 NE1144  Click here for local accuracies and other accuracy information.
 NE1144
 NE1144.The horizontal coordinates were established by GPS observations
 NE1144.and adjusted by the National Geodetic Survey in June 2012.
 NE1144
 NE1144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1144.been affixed to the stable North American tectonic plate. See 
 NE1144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1144
 NE1144.The horizontal coordinates are valid at the epoch date displayed above
 NE1144.which is a decimal equivalence of Year/Month/Day.
 NE1144
 NE1144.The orthometric height was determined by differential leveling and
 NE1144.adjusted by the NATIONAL GEODETIC SURVEY
 NE1144.in July 2007.
 NE1144
 NE1144.No vertical observational check was made to the station.
 NE1144
 NE1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1144.GEOID18 height accuracy estimate available here.
 NE1144
 NE1144.Click photographs - Photos may exist for this station.
 NE1144
 NE1144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1144
 NE1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1144
 NE1144.The ellipsoidal height was determined by GPS observations
 NE1144.and is referenced to NAD 83.
 NE1144
 NE1144.The dynamic height is computed by dividing the NAVD 88
 NE1144.geopotential number by the normal gravity value computed on the
 NE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1144.degrees latitude (g = 980.6199 gals.).
 NE1144
 NE1144.The modeled gravity was interpolated from observed gravity values.
 NE1144
 NE1144. The following values were computed from the NAD 83(2011) position.
 NE1144
 NE1144;                    North         East     Units Scale Factor Converg.
 NE1144;SPC MI S     -   166,399.364 4,141,674.379   MT  0.99990839   +1 10 56.3
 NE1144;SPC MI S     -   545,929.67 13,588,170.53   iFT  0.99990839   +1 10 56.3
 NE1144;UTM  17      - 4,760,424.324   367,160.742   MT  0.99981709   -1 06 39.8
 NE1144
 NE1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1144!SPC MI S     -   0.99997227  x   0.99990839  =   0.99988067
 NE1144!UTM  17      -   0.99997227  x   0.99981709  =   0.99978937
 NE1144
 NE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6716060424(NAD 83)
 NE1144
 NE1144                          SUPERSEDED SURVEY CONTROL
 NE1144
 NE1144  NAD 83(2007)-  42 59 05.58737(N)    082 37 45.65146(W) AD(2002.00) 1
 NE1144  ELLIP H (06/10/07)  176.826  (m)                       GP(2002.00) 4 1
 NE1144  NAD 83(1994)-  42 59 05.58963(N)    082 37 45.65085(W) AD(       ) 2
 NE1144  NAD 83(1986)-  42 59 05.57771(N)    082 37 45.68355(W) AD(       ) 2
 NE1144  NAD 27      -  42 59 05.47487(N)    082 37 45.96264(W) AD(       ) 2
 NE1144  NAVD 88             211.58   (m)          694.2    (f) LEVELING    3  
 NE1144  NGVD 29 (07/19/86)  211.7    (m)          695.     (f) VERT ANG       
 NE1144
 NE1144.Superseded values are not recommended for survey control.
 NE1144
 NE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1144.See file dsdata.pdf to determine how the superseded data were derived.
 NE1144
 NE1144_MARKER: DZ = AZIMUTH MARK DISK
 NE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1144_STAMPING: CONRAD 1976
 NE1144_MARK LOGO: NGS
 NE1144_PROJECTION: FLUSH
 NE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1144+STABILITY: SURFACE MOTION
 NE1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1144+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 NE1144
 NE1144  HISTORY     - Date     Condition        Report By
 NE1144  HISTORY     - 1976     MONUMENTED       NGS
 NE1144  HISTORY     - 19991113 GOOD             USPSQD
 NE1144  HISTORY     - 20011001 GOOD             MI-147
 NE1144  HISTORY     - 20060413 GOOD             MIDT
 NE1144  HISTORY     - 20200812 GOOD             MIDT
 NE1144
 NE1144                          STATION DESCRIPTION
 NE1144
 NE1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NE1144'THE STATION IS LOCATED 1-3/4 MILES EAST-SOUTHEAST OF
 NE1144'EMMETT, 1/2 MILE SOUTH OF STATE HIGHWAY 21.
 NE1144'
 NE1144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 NE1144'21, WHICH IS ABOUT 0.6 MILE NORTH OF EMMETT, GO EAST ON STATE
 NE1144'HIGHWAY 21 FOR 4.8 MILES TO A SIDE ROAD RIGHT,(GOODELLS ROAD.)
 NE1144'CONTINUE STRAIGHT AHEAD AND EASTERLY ON STATE HIGHWAY 21
 NE1144'FOR 1.7 MILES TO A SIDE ROAD RIGHT,(ECKELS ROAD.)
 NE1144'TURN RIGHT, SOUTH, ON ECKELS ROAD FOR 0.45 MILE TO THE
 NE1144'AZIMUTH MARK ON THE RIGHT.
 NE1144'
 NE1144'AZIMUTH MARK STAMPED---CONRAD 1976---, A STANDARD DISK SET IN
 NE1144'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NE1144'THE GROUND SURFACE.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 NE1144'POST, 3.8 FEET EAST-NORTHEAST OF A FENCE CORNER, 28 FEET WEST
 NE1144'OF THE APPROXIMATE CENTER OF A ROAD, 40.7 FEET EAST-NORTHEAST
 NE1144'OF A POWERLINE POLE AND 60 FEET NORTH OF THE APPROXIMATE
 NE1144'CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE.
 NE1144'
 NE1144'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION CONRAD.
 NE1144'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 NE1144'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 NE1144'DESCRIBED BY G.F.SMITH
 NE1144
 NE1144                          STATION RECOVERY (1999)
 NE1144
 NE1144'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1144'RECOVERED IN GOOD CONDITION.
 NE1144
 NE1144                          STATION RECOVERY (2001)
 NE1144
 NE1144'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1144'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1144'SUBMITTED - FEBRUARY 21, 2002
 NE1144
 NE1144                          STATION RECOVERY (2006)
 NE1144
 NE1144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1144'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. 4.15 METERS (13.6
 NE1144'FEET) NORTH-NORTHWEST OF A POWER POLE.  --NOTE--NO FENCE CORNER FOUND.
 NE1144
 NE1144                          STATION RECOVERY (2020)
 NE1144
 NE1144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (KM)
 NE1144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1146 ***********************************************************************
 NE1146  DESIGNATION -  CONRAD RM 2
 NE1146  PID         -  NE1146
 NE1146  STATE/COUNTY-  MI/ST CLAIR
 NE1146  COUNTRY     -  US
 NE1146  USGS QUAD   -  GOODELLS (2017)
 NE1146
 NE1146                         *CURRENT SURVEY CONTROL
 NE1146  ______________________________________________________________________
 NE1146* NAD 83(1994) POSITION- 42 58 43.71217(N) 082 38 03.93312(W)   ADJUSTED
 NE1146* NAVD 88 ORTHO HEIGHT -   213.8   (meters)      701.    (feet) VERTCON3
 NE1146  ______________________________________________________________________
 NE1146  GEOID HEIGHT    -        -34.799 (meters)                     GEOID18
 NE1146  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 NE1146  HORZ ORDER      -  SECOND
 NE1146
 NE1146.The horizontal coordinates were established by classical geodetic methods
 NE1146.and adjusted by the National Geodetic Survey in February 1997.
 NE1146
 NE1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1146
 NE1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1146.GEOID18 height accuracy estimate available here.
 NE1146
 NE1146.Click photographs - Photos may exist for this station.
 NE1146
 NE1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1146
 NE1146. The following values were computed from the NAD 83(1994) position.
 NE1146
 NE1146;                    North         East     Units Scale Factor Converg.
 NE1146;SPC MI S     -   165,715.989 4,141,274.185   MT  0.99990821   +1 10 43.8
 NE1146;SPC MI S     -   543,687.63 13,586,857.56   iFT  0.99990821   +1 10 43.8
 NE1146;UTM  17      - 4,759,757.571   366,733.563   MT  0.99981849   -1 06 51.8
 NE1146
 NE1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1146!SPC MI S     -   0.99997193  x   0.99990821  =   0.99988015
 NE1146!UTM  17      -   0.99997193  x   0.99981849  =   0.99979043
 NE1146
 NE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6673359757(NAD 83)
 NE1146
 NE1146                          SUPERSEDED SURVEY CONTROL
 NE1146
 NE1146  NAD 83(1986)-  42 58 43.70034(N)    082 38 03.96606(W) AD(       ) 2
 NE1146  NAD 27      -  42 58 43.59745(N)    082 38 04.24476(W) AD(       ) 2
 NE1146  NGVD 29 (07/19/86)  213.9    (m)          702.     (f) VERT ANG       
 NE1146
 NE1146.Superseded values are not recommended for survey control.
 NE1146
 NE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1146.See file dsdata.pdf to determine how the superseded data were derived.
 NE1146
 NE1146_MARKER: DR = REFERENCE MARK DISK
 NE1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1146_STAMPING: CONRAD NO 2 1977
 NE1146_MARK LOGO: NGS
 NE1146_PROJECTION: PROJECTING 5 CENTIMETERS
 NE1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1146+STABILITY: SURFACE MOTION
 NE1146
 NE1146  HISTORY     - Date     Condition        Report By
 NE1146  HISTORY     - 1977     MONUMENTED       NGS
 NE1146
 NE1146                          STATION DESCRIPTION
 NE1146
 NE1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1146'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHWEST OF SMITHS
 NE1146'CREEK, 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF RUBY AND 1.6 MI (2.6 KM)
 NE1146'EAST OF GOODELLS.
 NE1146'
 NE1146'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 21, WHICH IS ABOUT
 NE1146'0.6 MI (1.0 KM) NORTH OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR 4.8
 NE1146'MI (7.7 KM) TO A SIDE ROAD RIGHT, (GOODELLS ROAD.) CONTINUE STRAIGHT
 NE1146'AHEAD AND EASTERLY ON STATE HIGHWAY 21 FOR 1.7 MI (2.7 KM) TO A SIDE
 NE1146'ROAD RIGHT, (ECKELS ROAD.) TURN RIGHT, SOUTH, ON ECKELS ROAD FOR 0.45
 NE1146'MI (0.72 KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 NE1146'ECKELS ROAD FOR 0.45 MI (0.72 KM) TO A DRIVEWAY ON THE RIGHT LEADING
 NE1146'TO A METAL BUILDING.  TURN RIGHT AND GO WESTERLY ALONG NORTH SIDE OF
 NE1146'BUILDING FOR 0.05 MI (0.08 KM) TO A GATE.  PASS THROUGH THE GATE AND
 NE1146'GO WEST ACROSS PASTURE FOR 0.02 MI (0.03 KM) TO THE MARK NEXT TO A
 NE1146'FENCE AS DESCRIBED.
 NE1146'
 NE1146'IT IS SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT.  IT
 NE1146'IS 2.1 FT (0.6 M) NORTH OF A FENCELINE AND 5.0 FT (1.5 M)
 NE1146'EAST-NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1611 ***********************************************************************
 NF1611  DESIGNATION -  CONVIS
 NF1611  PID         -  NF1611
 NF1611  STATE/COUNTY-  MI/CALHOUN
 NF1611  COUNTRY     -  US
 NF1611  USGS QUAD   -  BELLEVUE (2017)
 NF1611
 NF1611                         *CURRENT SURVEY CONTROL
 NF1611  ______________________________________________________________________
 NF1611* NAD 83(1994) POSITION- 42 23 39.17810(N) 085 01 14.01847(W)   ADJUSTED
 NF1611* NAVD 88 ORTHO HEIGHT -   302.3   (meters)      992.    (feet) VERTCON3
 NF1611  ______________________________________________________________________
 NF1611  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 NF1611  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 NF1611  HORZ ORDER      -  FIRST
 NF1611
 NF1611.The horizontal coordinates were established by classical geodetic methods
 NF1611.and adjusted by the National Geodetic Survey in February 1997.
 NF1611
 NF1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1611
 NF1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1611.GEOID18 height accuracy estimate available here.
 NF1611
 NF1611.Click photographs - Photos may exist for this station.
 NF1611
 NF1611.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1611
 NF1611. The following values were computed from the NAD 83(1994) position.
 NF1611
 NF1611;                    North         East     Units Scale Factor Converg.
 NF1611;SPC MI S     -    99,536.604 3,946,163.641   MT  0.99994333   -0 26 42.0
 NF1611;SPC MI S     -   326,563.66 12,946,731.11   iFT  0.99994333   -0 26 42.0
 NF1611;UTM  16      - 4,695,444.946   662,919.752   MT  0.99992658   +1 20 05.6
 NF1611
 NF1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1611!SPC MI S     -   0.99995789  x   0.99994333  =   0.99990122
 NF1611!UTM  16      -   0.99995789  x   0.99992658  =   0.99988447
 NF1611
 NF1611:                Primary Azimuth Mark                     Grid Az
 NF1611:SPC MI S     -  PENNFIELD                                275 04 09.8
 NF1611:UTM  16      -  PENNFIELD                                273 17 22.2
 NF1611
 NF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6291995444(NAD 83)
 NF1611
 NF1611|---------------------------------------------------------------------|
 NF1611| PID    Reference Object                     Distance      Geod. Az  |
 NF1611|                                                           dddmmss.s |
 NF1611| CH0914 CONVIS RM 1                          23.984 METERS 00420     |
 NF1611| NF1418 OLIVET MUN TANK                     APPROX. 9.6 KM 0575455.6 |
 NF1611| NF1412 MARSHALL TRIAD CABLE TV MAST        APPROX.11.7 KM 1392502.1 |
 NF1611| NF1618 AIRPORT BCN KELLOGG REGION APT      APPROX.20.8 KM 2461639.5 |
 NF1611| NF1612 BATTLE CREEK WOLVERINE TV MAST      APPROX.16.0 KM 2531745.4 |
 NF1611| NF1614 PENNFIELD                           APPROX.10.2 KM 2743727.8 |
 NF1611| CH0916 CONVIS RM 3                                        27544     |
 NF1611| CH0915 CONVIS RM 2                          24.940 METERS 27620     |
 NF1611|---------------------------------------------------------------------|
 NF1611
 NF1611                          SUPERSEDED SURVEY CONTROL
 NF1611
 NF1611  NAD 83(1986)-  42 23 39.17671(N)    085 01 14.03533(W) AD(       ) 1
 NF1611  NAD 27      -  42 23 39.03935(N)    085 01 14.06480(W) AD(       ) 1
 NF1611  NGVD 29 (07/19/86)  302.4    (m)          992.     (f) VERT ANG       
 NF1611
 NF1611.Superseded values are not recommended for survey control.
 NF1611
 NF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1611.See file dsdata.pdf to determine how the superseded data were derived.
 NF1611
 NF1611_MARKER: DS = TRIANGULATION STATION DISK
 NF1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1611_STAMPING: CONVIS 1969
 NF1611_MARK LOGO: CGS
 NF1611_PROJECTION: FLUSH
 NF1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1611+STABILITY: SURFACE MOTION
 NF1611
 NF1611  HISTORY     - Date     Condition        Report By
 NF1611  HISTORY     - 1969     MONUMENTED       CGS
 NF1611  HISTORY     - 1981     GOOD             MIDH
 NF1611  HISTORY     - 20050918 MARK NOT FOUND   USPSQD
 NF1611
 NF1611                          STATION DESCRIPTION
 NF1611
 NF1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1611'THE STATION IS LOCATED IN THE SW 1/4 OF SECTION 9, T 1S, R 6W AND ON
 NF1611'PROPERTY OWNED BY MR. EARL MARSHALL.  IT IS ABOUT 10 MILES NORTHEAST
 NF1611'OF BATTLE CREEK AND 3-1/2 MILES SOUTH OF BELLEVUE.
 NF1611'
 NF1611'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO SOUTH ON
 NF1611'MAIN STREET FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 NF1611'ON BURTON HIGHWAY FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 NF1611'SOUTHWEST ON A GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT, W
 NF1611'DRIVE NO., CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.45 MILES TO
 NF1611'REFERENCE MARK 3 ON THE LEFT, CONTINUE SOUTHWEST FOR 0.05 MILE TO A
 NF1611'DRIVEWAY ON THE LEFT, TURN LEFT, PASSING THROUGH A GATE AND GO
 NF1611'EASTERLY FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND GO EASTERLY
 NF1611'FOR 100 FEET TO A GATE AT THE NORTHWEST CORNER OF A BUILDING, PASS
 NF1611'THROUGH GATE AND GO EAST ON A FIELD ROAD FOR 0.25 MILE TO THE HIGHEST
 NF1611'POINT OF HILL AND STATION.
 NF1611'
 NF1611'THE STATION MARK IS A STANDARD DISK STAMPED CONVIS 1969, SET IN THE
 NF1611'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 NF1611'GROUND.  IT IS 75 FEET NORTHEAST OF A 20-INCH OAK TREE, 13.5 FEET WEST
 NF1611'OF A WIRE FENCE AND 4.3 FEET NORTH OF A METAL WITNESS POST.
 NF1611'
 NF1611'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONVIS NO 1 1969, SET IN
 NF1611'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1611'INCHES.  IT IS 82.5 FEET NORTH OF THE METAL WITNESS POST, 52 FEET
 NF1611'SOUTH OF A 24-INCH OAK TREE AND 9 FEET WEST OF THE WIRE FENCE.
 NF1611'
 NF1611'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONVIS NO 2 1969, SET IN
 NF1611'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 NF1611'INCHES.  IT IS 83.5 FEET WEST-NORTHWEST OF THE WITNESS POST, 55 FEET
 NF1611'NORTH OF THE 20-INCH OAK TREE AND 94 FEET WEST OF THE WIRE FENCE.
 NF1611'
 NF1611'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONVIS NO 3 1969, SET IN
 NF1611'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1611'INCHES.  IT IS 29 FEET EAST OF THE CENTER OF ROAD, 1 FOOT EAST OF A
 NF1611'WIRE FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 6 FEET
 NF1611'HIGHER THAN THE LEVEL OF ROAD.
 NF1611'
 NF1611'NOTE-REFERENCE MARK 3 WILL SERVE FOR AN AZIMUTH MARK.
 NF1611'
 NF1611'HEIGHT OF LIGHT ABOVE STATION MARK - 26.4 METERS.
 NF1611
 NF1611                          STATION RECOVERY (1981)
 NF1611
 NF1611'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (LLC)
 NF1611'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1611'DESCRIBED. THE 20 INCH OAK IS NOW A 32 INCH OAK.  AZIMUTH IS NO LONGER
 NF1611'VG FROM STATION.
 NF1611
 NF1611                          STATION RECOVERY (2005)
 NF1611
 NF1611'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1611'SINCE LAST RECOVERED, 1981, MUCH CONSTRUCTION HAS OCCURRED WITH MUCH
 NF1611'LOSS OF IDENTIFYING TOPOGRAPHY. DISCUSSION WITH THE PROPERTY CARETAKER
 NF1611'(PREVIOUS OWNERS OF THE PROPERTY ARE LONG GONE)REVEALS NO
 NF1611'KNOWLEDGE OF THE BENCH MARKS OR OF WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0088 ***********************************************************************
 QK0088  DESIGNATION -  CONWAY
 QK0088  PID         -  QK0088
 QK0088  STATE/COUNTY-  MI/EMMET
 QK0088  COUNTRY     -  US
 QK0088  USGS QUAD   -  ALANSON (2017)
 QK0088
 QK0088                         *CURRENT SURVEY CONTROL
 QK0088  ______________________________________________________________________
 QK0088* NAD 83(1986) POSITION- 45 24 58.     (N) 084 51 52.     (W)   SCALED
 QK0088* NAVD 88 ORTHO HEIGHT -   182.259 (meters)      597.96  (feet) ADJUSTED
 QK0088  ______________________________________________________________________
 QK0088  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 QK0088  DYNAMIC HEIGHT  -        182.257 (meters)      597.95  (feet) COMP
 QK0088  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 QK0088
 QK0088  VERT ORDER      -  FIRST     CLASS I
 QK0088
 QK0088.The horizontal coordinates were scaled from a map and have
 QK0088.an estimated accuracy of +/- 6 seconds.
 QK0088
 QK0088.The orthometric height was determined by differential leveling and
 QK0088.adjusted by the NATIONAL GEODETIC SURVEY
 QK0088.in June 1991.
 QK0088
 QK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0088.GEOID18 height accuracy estimate available here.
 QK0088
 QK0088.Click photographs - Photos may exist for this station.
 QK0088
 QK0088.The dynamic height is computed by dividing the NAVD 88
 QK0088.geopotential number by the normal gravity value computed on the
 QK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0088.degrees latitude (g = 980.6199 gals.).
 QK0088
 QK0088.The modeled gravity was interpolated from observed gravity values.
 QK0088
 QK0088;                    North         East    Units  Estimated Accuracy
 QK0088;SPC MI C     -   233,410.    5,961,040.      MT  (+/- 180 meters Scaled)
 QK0088
 QK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR670313(NAD 83)
 QK0088
 QK0088                          SUPERSEDED SURVEY CONTROL
 QK0088
 QK0088.No superseded survey control is available for this station.
 QK0088
 QK0088_MARKER: Z = SEE DESCRIPTION
 QK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0088+STABILITY: SURFACE MOTION
 QK0088
 QK0088  HISTORY     - Date     Condition        Report By
 QK0088  HISTORY     - 1913     MONUMENTED       USLS
 QK0088  HISTORY     - 1973     GOOD             USLS
 QK0088  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0088
 QK0088                          STATION DESCRIPTION
 QK0088
 QK0088'DESCRIBED BY US LAKE SURVEY 1973
 QK0088'AT CONWAY.
 QK0088'CONWAY IS AT CONWAY, EMMET COUNTY, MICHIGAN, NEAR THE WEST END OF
 QK0088'CROOKED LAKE, ABOUT 222 FEET EAST OF CENTERLINE OF HWY. U.S. 31,
 QK0088'119.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF YE OLD HOUSE INN
 QK0088'PORCH, 58.3 FEET EAST OF USC AND GS REFERENCE MONUMENT NO. 2
 QK0088'WHICH IS JUST NORTH OF A WHITE BOARD FENCE, ABOUT 27 FEET WEST
 QK0088'OF WATERS EDGE, 4.4 FEET SOUTHEAST OF USC AND GS REFERENCE
 QK0088'MONUMENT NO. 1 WHICH IS JUST NORTH OF THE FENCE, 1.9 FEET SOUTH
 QK0088'OF FENCE, 0.3 FEET EAST OF USLS CONWAY REF. DISC, 1-FOOT BELOW
 QK0088'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A ROUNDED
 QK0088'STONE SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT.
 QK0088'NOTE-- MARK WAS PREVIOUSLY DESGNATED CONWAY 1913.
 QK0088
 QK0088                          STATION RECOVERY (1981)
 QK0088
 QK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0693 ***********************************************************************
 QK0693  DESIGNATION -  CONWAY REFERENCE USLS 1956
 QK0693  PID         -  QK0693
 QK0693  STATE/COUNTY-  MI/EMMET
 QK0693  COUNTRY     -  US
 QK0693  USGS QUAD   -  ALANSON (2017)
 QK0693
 QK0693                         *CURRENT SURVEY CONTROL
 QK0693  ______________________________________________________________________
 QK0693* NAD 83(1994) POSITION- 45 24 58.16736(N) 084 51 52.27700(W)   ADJUSTED
 QK0693* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 QK0693  ______________________________________________________________________
 QK0693  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 QK0693  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 QK0693  HORZ ORDER      -  SECOND
 QK0693
 QK0693.The horizontal coordinates were established by classical geodetic methods
 QK0693.and adjusted by the National Geodetic Survey in February 1997.
 QK0693
 QK0693.The orthometric height was scaled from a topographic map.
 QK0693
 QK0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0693.GEOID18 height accuracy estimate available here.
 QK0693
 QK0693.Click photographs - Photos may exist for this station.
 QK0693
 QK0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0693
 QK0693. The following values were computed from the NAD 83(1994) position.
 QK0693
 QK0693;                    North         East     Units Scale Factor Converg.
 QK0693;SPC MI C     -   233,418.029 5,961,033.250   MT  0.99994673   -0 21 06.1
 QK0693;SPC MI C     -   765,807.18 19,557,195.70   iFT  0.99994673   -0 21 06.1
 QK0693;UTM  16      - 5,031,400.108   667,085.042   MT  0.99994326   +1 31 16.6
 QK0693
 QK0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0693!SPC MI C     -   0.99997683  x   0.99994673  =   0.99992356
 QK0693!UTM  16      -   0.99997683  x   0.99994326  =   0.99992009
 QK0693
 QK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6708531400(NAD 83)
 QK0693
 QK0693                          SUPERSEDED SURVEY CONTROL
 QK0693
 QK0693  NAD 83(1986)-  45 24 58.16120(N)    084 51 52.27695(W) AD(       ) 2
 QK0693  NAD 27      -  45 24 58.12000(N)    084 51 52.10200(W) AD(       ) 2
 QK0693
 QK0693.Superseded values are not recommended for survey control.
 QK0693
 QK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0693.See file dsdata.pdf to determine how the superseded data were derived.
 QK0693
 QK0693_MARKER: Z = SEE DESCRIPTION
 QK0693_SETTING: 0 = UNSPECIFIED SETTING
 QK0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0693
 QK0693  HISTORY     - Date     Condition        Report By
 QK0693  HISTORY     - 1956     MONUMENTED       USLS
 QK0693
 QK0693                          STATION DESCRIPTION
 QK0693
 QK0693'DESCRIBED BY US LAKE SURVEY 1956 (WNM)
 QK0693'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PETOSKEY, IN
 QK0693'THE VILLAGE OF
 QK0693'CONWAY, ON THE WEST SHORE OF CROOKED LAKE AND AT THE EAST END OF
 QK0693'WARREN AVENUE, IN THE NORTHEAST
 QK0693'CORNER OF THE MESSMAN PROPERTY.  IT IS 18 FEET WEST OF THE WEST
 QK0693'EDGE OF CROOKED LAKE, 5.6 FEET SOUTHEAST OF
 QK0693'A WHITE WITNESS POST, 4 FEET SOUTHEAST OF A
 QK0693'POWER LINE POLE AND 2 FEET SOUTH OF A WHITE BOARD FENCE LINE.
 QK0693'THE MARK IS A U.S.LAKE SURVEY
 QK0693'STATION MARK DISK SET IN A CONCRETE POST 6 INCHES BELOW THE GROUND
 QK0693'SURFACE AND STAMPED CONWAY
 QK0693'REFERENCE 1913.
 QK0693'
 QK0693'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CROOKED, THE
 QK0693'DISTANCE BEING 36.470 FEET,
 QK0693'11.1170 METERS SOUTHEAST OF STATION CROOKED.
 QK0693'
 QK0693'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO NORTHEAST
 QK0693'ON U.S. HIGHWAY 31 AND STATE
 QK0693'HIGHWAY 131 FOR 2.7 MILES TO JUNCTION OF HIGHWAYS 31 AND 131.
 QK0693'CONTINUE NORTHEAST ON U.S.HIGHWAY 31 FOR
 QK0693'3.1 MILES TO A CROSS STREET IN THE VILLEGE OF CONWAY.  TURN RIGHT,
 QK0693'EAST TOWARDS CROOKED LAKE FOR ABOUT 200
 QK0693'FEET TO THE MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0433 ***********************************************************************
 QL0433  DESIGNATION -  COOKS 2
 QL0433  PID         -  QL0433
 QL0433  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0433  COUNTRY     -  US
 QL0433  USGS QUAD   -  COOKS (2017)
 QL0433
 QL0433                         *CURRENT SURVEY CONTROL
 QL0433  ______________________________________________________________________
 QL0433* NAD 83(1994) POSITION- 45 54 25.75930(N) 086 25 14.55886(W)   ADJUSTED
 QL0433* NAVD 88 ORTHO HEIGHT -   228.67  (meters)      750.2   (feet) RESET
 QL0433  ______________________________________________________________________
 QL0433  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 QL0433  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 QL0433  HORZ ORDER      -  THIRD
 QL0433  VERT ORDER      -  THIRD
 QL0433
 QL0433.The horizontal coordinates were established by classical geodetic methods
 QL0433.and adjusted by the National Geodetic Survey in February 1997.
 QL0433
 QL0433.The orthometric height was computed from unverified reset data.
 QL0433
 QL0433.No vertical observational check was made to the station.
 QL0433
 QL0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0433.GEOID18 height accuracy estimate available here.
 QL0433
 QL0433.Click photographs - Photos may exist for this station.
 QL0433
 QL0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0433
 QL0433. The following values were computed from the NAD 83(1994) position.
 QL0433
 QL0433;                    North         East     Units Scale Factor Converg.
 QL0433;SPC MI N     -   125,070.634 8,044,944.854   MT  0.99992449   +0 25 07.3
 QL0433;SPC MI N     -   410,336.73 26,394,176.03   iFT  0.99992449   +0 25 07.3
 QL0433;UTM  16      - 5,083,895.035   544,930.646   MT  0.99962482   +0 24 57.8
 QL0433
 QL0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0433!SPC MI N     -   0.99996972  x   0.99992449  =   0.99989421
 QL0433!UTM  16      -   0.99996972  x   0.99962482  =   0.99959455
 QL0433
 QL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4493083895(NAD 83)
 QL0433
 QL0433|---------------------------------------------------------------------|
 QL0433| PID    Reference Object                     Distance      Geod. Az  |
 QL0433|                                                           dddmmss.s |
 QL0433| QL0071 COOKS                                83.060 METERS 07908     |
 QL0433| QL0434 COOKS 2 RM 3                         11.893 METERS 14719     |
 QL0433| QL0435 COOKS 2 RM 4                                       24009     |
 QL0433| QL0611 COOKS 2 AZ MK                       327.547 METERS 28734     |
 QL0433|---------------------------------------------------------------------|
 QL0433
 QL0433                          SUPERSEDED SURVEY CONTROL
 QL0433
 QL0433  NAD 83(1986)-  45 54 25.75360(N)    086 25 14.55528(W) AD(       ) 3
 QL0433  NGVD 29 (02/05/16)  228.70   (m)          750.3    (f) RESET       3  
 QL0433
 QL0433.Superseded values are not recommended for survey control.
 QL0433
 QL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0433.See file dsdata.pdf to determine how the superseded data were derived.
 QL0433
 QL0433_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0433_STAMPING: COOKS 2 1980
 QL0433_MARK LOGO: NGS
 QL0433_PROJECTION: FLUSH
 QL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0433+STABILITY: SURFACE MOTION
 QL0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0433+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0433
 QL0433  HISTORY     - Date     Condition        Report By
 QL0433  HISTORY     - 1980     MONUMENTED       NGS
 QL0433  HISTORY     - 1980     GOOD             NGS
 QL0433  HISTORY     - 1980     GOOD             NGS
 QL0433  HISTORY     - 20021112 GOOD             USPSQD
 QL0433  HISTORY     - 20060918 GOOD             USPSQD
 QL0433
 QL0433                          STATION DESCRIPTION
 QL0433
 QL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QL0433'2.75 MI EAST FROM COOKS.
 QL0433'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH COUNTY
 QL0433'ROAD 442 IN COOKS, 38.5 FEET NORTHWEST OF A METAL WITNESS POST, 131
 QL0433'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AT A SMALL RISE IN THE
 QL0433'HIGHWAY.
 QL0433'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 QL0433'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0433
 QL0433                          STATION RECOVERY (1980)
 QL0433
 QL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QL0433'THE STATION IS LOCATED ABOUT 3 MILES E OF COOKS, 4.5 W OF THOMPSON,
 QL0433'ON THE S SIDE OF U.S. HIGHWAY 2 AND IN THE HIAWATHA NATIONAL FOREST.
 QL0433'
 QL0433'TO REACH STATION FROM COOKS AT THE INTERSECTION OF U.S. HIGHWAY 2 AND
 QL0433'COUNTY ROAD 442, GO E ON HIGHWAY 2 FOR 2.7 MILES TO A SMALL RISE IN
 QL0433'ROAD AND STATION ON RIGHT AS DESCRIBED.
 QL0433'
 QL0433'STATION MARKS ARE STANDARD DISKS, STAMPED---COOKS 2 1980---.  THE
 QL0433'SURFACE MARK IS 131 FT S OF CENTER LINE OF HIGHWAY, 38.5 FT NW OF A
 QL0433'METAL WITNESS POST AND 1.5 FT S OF A METAL WITNESS POST.  THE MARK
 QL0433'PROJECTS 2 INCHES.
 QL0433'
 QL0433'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---COOKS 2 NO 3
 QL0433'1980---.  IT IS 166 FT S OF CENTER LINE OF THE HIGHWAY AND 1 FT S OF
 QL0433'A METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---COOKS 2 NO 4
 QL0433'1980---.  IT IS 150 FT S OF CENTER LINE OF HIGHWAY AND 1.5 FT S OF A
 QL0433'METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'THE 1965 AZIMUTH MARK IS A STANDARD DISK, STAMPED---COOKS
 QL0433'1965---.  IT IS 57 FT N OF CENTER LINE OF HIGHWAY, 24 FT W OF CENTER
 QL0433'LINE OF A TRACK ROAD AND 2 FT S OF A METAL WITNESS POST.  THE MARK
 QL0433'PROJECTS 5 INCHES.
 QL0433'
 QL0433'COOKS 2 AZIMUTH MARK IS A STANDARD DISK, STAMPED---COOKS 2 NO 2
 QL0433'1980---.  IT IS 76 FT N OF CENTER LINE OF HIGHWAY AND 1 FT N OF A
 QL0433'METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'TO REACH AZIMUTH MARKS FROM THE STATION.  GO WEST ON THE HIGHWAY FOR
 QL0433'0.25 MILE TO THE 1980 MARK.  CONTINUE W FOR 0.15 MILE TO THE 1965
 QL0433'MARK AS DESCRIBED.
 QL0433'
 QL0433'THE STATION MAY BE REACHED FROM THOMPSON AT GENERAL STORE, GO W ON
 QL0433'U.S. HIGHWAY 2 FOR 4.5 MILE TO THE STATION ON LEFT AS DESCRIBED.
 QL0433
 QL0433                          STATION RECOVERY (1980)
 QL0433
 QL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QL0433'THE STATION IS LOCATED IN QUAD. 450861, ABOUT 4.83 KM (3.00 MI) EAST
 QL0433'OF COOKS, 7.24 KM (4.50 MI) WEST OF THOMPSON, ON THE SOUTH SIDE OF
 QL0433'U.S. HIGHWAY 2 AND IN THE HIAWATH NATIONAL FOREST.
 QL0433'TO REACH STATION FROM THE VILLAGE OF COOKS AT THE INTERSECTION OF U.S.
 QL0433'HIGHWAY 2 AND COUNTY ROAD 442, GO EAST ON HIGHWAY 2 FOR 4.35 KM
 QL0433'(2.70 MI) TO A SMALL RISE IN ROAD AND STATION ON RIGHT AS DESCRIBED.
 QL0433'STATION MARK IS SET PROJECTING ABOUT 2 INCHES.  IT IS 39.93 M
 QL0433'(131.00 FT) SOUTH FROM THE CENTER OF HIGHWAY 2, 11.74 M (38.52 FT)
 QL0433'NORTHWEST FROM A METAL WITNESS POST AND 0.457 M (1.499 FT) SOUTH FROM
 QL0433'A METAL WITNESS POST.
 QL0433'THE STATION MAY ALSO BE REACHED FROM THOMPSON AT THE GENERAL STORE, GO
 QL0433'WEST ON U.S. HIGHWAY 2 FOR 7.24 KM (4.50 MI) TO THE STATION ON LEFT
 QL0433'AS DESCRIBED.
 QL0433'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 QL0433'ADVISOR - MICHIGAN.
 QL0433
 QL0433                          STATION RECOVERY (2002)
 QL0433
 QL0433'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0433'RECOVERED IN GOOD CONDITION.
 QL0433
 QL0433                          STATION RECOVERY (2006)
 QL0433
 QL0433'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0611 ***********************************************************************
 QL0611  DESIGNATION -  COOKS 2 AZ MK
 QL0611  PID         -  QL0611
 QL0611  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0611  COUNTRY     -  US
 QL0611  USGS QUAD   -  COOKS (2017)
 QL0611
 QL0611                         *CURRENT SURVEY CONTROL
 QL0611  ______________________________________________________________________
 QL0611* NAD 83(1994) POSITION- 45 54 28.96229(N) 086 25 29.04670(W)   ADJUSTED
 QL0611* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) VERTCON3
 QL0611  ______________________________________________________________________
 QL0611  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 QL0611  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 QL0611  HORZ ORDER      -  THIRD
 QL0611
 QL0611.The horizontal coordinates were established by classical geodetic methods
 QL0611.and adjusted by the National Geodetic Survey in February 1997.
 QL0611
 QL0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0611
 QL0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0611.GEOID18 height accuracy estimate available here.
 QL0611
 QL0611.Click photographs - Photos may exist for this station.
 QL0611
 QL0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0611
 QL0611. The following values were computed from the NAD 83(1994) position.
 QL0611
 QL0611;                    North         East     Units Scale Factor Converg.
 QL0611;SPC MI N     -   125,167.242 8,044,631.904   MT  0.99992439   +0 24 56.9
 QL0611;SPC MI N     -   410,653.68 26,393,149.29   iFT  0.99992439   +0 24 56.9
 QL0611;UTM  16      - 5,083,991.628   544,617.794   MT  0.99962447   +0 24 47.4
 QL0611
 QL0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0611!SPC MI N     -   0.99997006  x   0.99992439  =   0.99989445
 QL0611!UTM  16      -   0.99997006  x   0.99962447  =   0.99959454
 QL0611
 QL0611:                Primary Azimuth Mark                     Grid Az
 QL0611:SPC MI N     -  COOKS                                    101 30 53.0
 QL0611:UTM  16      -  COOKS                                    101 31 02.5
 QL0611
 QL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4461783991(NAD 83)
 QL0611
 QL0611|---------------------------------------------------------------------|
 QL0611| PID    Reference Object                     Distance      Geod. Az  |
 QL0611|                                                           dddmmss.s |
 QL0611| QL0071 COOKS                               402.527 METERS 1015549.9 |
 QL0611| QL0433 COOKS 2                             327.547 METERS 10734     |
 QL0611|---------------------------------------------------------------------|
 QL0611
 QL0611                          SUPERSEDED SURVEY CONTROL
 QL0611
 QL0611  NAD 83(1986)-  45 54 28.95658(N)    086 25 29.04301(W) AD(       ) 3
 QL0611  NGVD 29 (09/03/91)  227.     (m)          745.     (f) VERT ANG       
 QL0611
 QL0611.Superseded values are not recommended for survey control.
 QL0611
 QL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0611.See file dsdata.pdf to determine how the superseded data were derived.
 QL0611
 QL0611_MARKER: DZ = AZIMUTH MARK DISK
 QL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0611_STAMPING: COOKS 2 NO 2 1980
 QL0611_MARK LOGO: NGS
 QL0611_PROJECTION: FLUSH
 QL0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0611+STABILITY: SURFACE MOTION
 QL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0611+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0611
 QL0611  HISTORY     - Date     Condition        Report By
 QL0611  HISTORY     - 1980     MONUMENTED       NGS
 QL0611  HISTORY     - 20021112 GOOD             USPSQD
 QL0611  HISTORY     - 20060918 GOOD             USPSQD
 QL0611
 QL0611                          STATION DESCRIPTION
 QL0611
 QL0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QL0611'THE STATION IS LOCATED IN QUAD. 450861, ABOUT 4.83 KM (3.00 MI) EAST
 QL0611'OF COOKS, 7.24 KM (4.50 MI) WEST OF THOMPSON, ON THE NORTH SIDE OF
 QL0611'U.S. HIGHWAY 2 AND ON PROPERTY OF THE HIAWATHA NATIONAL FOREST.
 QL0611'TO REACH THE STATION FROM COOKS AT THE INTERSECTION OF U.S. HIGHWAY 2
 QL0611'AND COUNTY ROAD 442, GO EAST ON HIGHWAY 2 FOR 4.34 KM (2.70 MI) TO A
 QL0611'SMALL RISE IN ROAD AND STATION COOKS 2 1980 ON RIGHT, CONTINUE WEST
 QL0611'ON THE HIGHWAY FOR 0.40 KM (0.25 MI) TO THE STATION ON LEFT AS
 QL0611'DESCRIBED.
 QL0611'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS 23.165 M
 QL0611'(76.001 FT) NORTH OF CENTER LINE OF HIGHWAY AND 0.305 M (1.001 FT)
 QL0611'NORTH OF A METAL WITNESS POST.
 QL0611'A TRAVERSE CONNECTION WAS MADE TO STATION COOKS 2 1980 USING
 QL0611'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QL0611'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 QL0611'ADVISOR - MICHIGAN.
 QL0611
 QL0611                          STATION RECOVERY (2002)
 QL0611
 QL0611'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0611'RECOVERED IN GOOD CONDITION.
 QL0611
 QL0611                          STATION RECOVERY (2006)
 QL0611
 QL0611'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0434 ***********************************************************************
 QL0434  DESIGNATION -  COOKS 2 RM 3
 QL0434  PID         -  QL0434
 QL0434  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0434  COUNTRY     -  US
 QL0434  USGS QUAD   -  COOKS (2017)
 QL0434
 QL0434                         *CURRENT SURVEY CONTROL
 QL0434  ______________________________________________________________________
 QL0434* NAD 83(1986) POSITION- 45 54 25.44   (N) 086 25 14.26   (W)   HD_HELD1
 QL0434* NAVD 88 ORTHO HEIGHT -   228.61  (meters)      750.0   (feet) RESET
 QL0434  ______________________________________________________________________
 QL0434  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 QL0434  VERT ORDER      -  THIRD
 QL0434
 QL0434.The horizontal coordinates were determined by differentially corrected
 QL0434.hand held GPS observations or other comparable positioning techniques
 QL0434.and have an estimated accuracy of +/- 3 meters.
 QL0434
 QL0434.The orthometric height was computed from unverified reset data.
 QL0434
 QL0434.No vertical observational check was made to the station.
 QL0434
 QL0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0434.GEOID18 height accuracy estimate available here.
 QL0434
 QL0434.Click photographs - Photos may exist for this station.
 QL0434
 QL0434;                    North         East    Units  Estimated Accuracy
 QL0434;SPC MI N     -   125,060.8   8,044,951.4     MT  (+/- 3 meters HH1 GPS) 
 QL0434
 QL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4493783885(NAD 83)
 QL0434
 QL0434                          SUPERSEDED SURVEY CONTROL
 QL0434
 QL0434  NGVD 29 (02/05/16)  228.63   (m)          750.1    (f) RESET       3  
 QL0434
 QL0434.Superseded values are not recommended for survey control.
 QL0434
 QL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0434.See file dsdata.pdf to determine how the superseded data were derived.
 QL0434
 QL0434_MARKER: DR = REFERENCE MARK DISK
 QL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0434_STAMPING: COOKS 2 NO 3 1980
 QL0434_MARK LOGO: NGS
 QL0434_PROJECTION: FLUSH
 QL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0434+STABILITY: SURFACE MOTION
 QL0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0434+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0434
 QL0434  HISTORY     - Date     Condition        Report By
 QL0434  HISTORY     - 1980     MONUMENTED       NGS
 QL0434  HISTORY     - 20021112 GOOD             USPSQD
 QL0434  HISTORY     - 20060918 GOOD             USPSQD
 QL0434
 QL0434                          STATION DESCRIPTION
 QL0434
 QL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QL0434'2.75 MI EAST FROM COOKS.
 QL0434'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 QL0434'ROAD 442 IN COOKS, 166 FEET SOUTH OF THE HIGHWAY AND AT A SMALL RISE
 QL0434'IN THE HIGHWAY.
 QL0434'THE MARK IS 1 FT  S FROM A WITNESS POST.
 QL0434'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0434
 QL0434                          STATION RECOVERY (2002)
 QL0434
 QL0434'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0434'RECOVERED IN GOOD CONDITION.
 QL0434
 QL0434                          STATION RECOVERY (2006)
 QL0434
 QL0434'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0435 ***********************************************************************
 QL0435  DESIGNATION -  COOKS 2 RM 4
 QL0435  PID         -  QL0435
 QL0435  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0435  COUNTRY     -  US
 QL0435  USGS QUAD   -  COOKS (2017)
 QL0435
 QL0435                         *CURRENT SURVEY CONTROL
 QL0435  ______________________________________________________________________
 QL0435* NAD 83(1986) POSITION- 45 54 26.     (N) 086 25 15.     (W)   SCALED
 QL0435* NAVD 88 ORTHO HEIGHT -   228.84  (meters)      750.8   (feet) RESET
 QL0435  ______________________________________________________________________
 QL0435  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 QL0435  VERT ORDER      -  THIRD
 QL0435
 QL0435.The horizontal coordinates were scaled from a map and have
 QL0435.an estimated accuracy of +/- 6 seconds.
 QL0435
 QL0435.The orthometric height was computed from unverified reset data.
 QL0435
 QL0435.No vertical observational check was made to the station.
 QL0435
 QL0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0435.GEOID18 height accuracy estimate available here.
 QL0435
 QL0435.Click photographs - Photos may exist for this station.
 QL0435
 QL0435;                    North         East    Units  Estimated Accuracy
 QL0435;SPC MI N     -   125,080.    8,044,940.      MT  (+/- 180 meters Scaled)
 QL0435
 QL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER449839(NAD 83)
 QL0435
 QL0435                          SUPERSEDED SURVEY CONTROL
 QL0435
 QL0435  NGVD 29 (02/05/16)  228.87   (m)          750.9    (f) RESET       3  
 QL0435
 QL0435.Superseded values are not recommended for survey control.
 QL0435
 QL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0435.See file dsdata.pdf to determine how the superseded data were derived.
 QL0435
 QL0435_MARKER: DR = REFERENCE MARK DISK
 QL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0435_STAMPING: COOKS 2 NO 4 1980
 QL0435_MARK LOGO: NGS
 QL0435_PROJECTION: FLUSH
 QL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0435+STABILITY: SURFACE MOTION
 QL0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0435+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0435
 QL0435  HISTORY     - Date     Condition        Report By
 QL0435  HISTORY     - 1980     MONUMENTED       NGS
 QL0435  HISTORY     - 20021112 GOOD             USPSQD
 QL0435  HISTORY     - 20060918 GOOD             USPSQD
 QL0435
 QL0435                          STATION DESCRIPTION
 QL0435
 QL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QL0435'2.75 MI EAST FROM COOKS.
 QL0435'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 QL0435'ROAD 442 IN COOKS, 150 FEET SOUTH OF CENTERLINE OF HIGHWAY, AT A
 QL0435'SMALL RISE IN THE HIGHWAY.
 QL0435'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 QL0435'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0435
 QL0435                          STATION RECOVERY (2002)
 QL0435
 QL0435'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0435'RECOVERED IN GOOD CONDITION.
 QL0435
 QL0435                          STATION RECOVERY (2006)
 QL0435
 QL0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0606 ***********************************************************************
 QL0606  DESIGNATION -  COOKS LOT
 QL0606  PID         -  QL0606
 QL0606  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0606  COUNTRY     -  US
 QL0606  USGS QUAD   -  COOKS (2017)
 QL0606
 QL0606                         *CURRENT SURVEY CONTROL
 QL0606  ______________________________________________________________________
 QL0606* NAD 83(1994) POSITION- 45 58 09.91798(N) 086 29 03.80581(W)   ADJUSTED
 QL0606* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 QL0606  ______________________________________________________________________
 QL0606  GEOID HEIGHT    -        -35.382 (meters)                     GEOID18
 QL0606  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 QL0606  HORZ ORDER      -  SECOND
 QL0606
 QL0606.The horizontal coordinates were established by classical geodetic methods
 QL0606.and adjusted by the National Geodetic Survey in February 1997.
 QL0606
 QL0606.The orthometric height was scaled from a topographic map.
 QL0606
 QL0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0606.GEOID18 height accuracy estimate available here.
 QL0606
 QL0606.Click photographs - Photos may exist for this station.
 QL0606
 QL0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0606
 QL0606. The following values were computed from the NAD 83(1994) position.
 QL0606
 QL0606;                    North         East     Units Scale Factor Converg.
 QL0606;SPC MI N     -   131,956.727 8,039,959.248   MT  0.99991795   +0 22 21.6
 QL0606;SPC MI N     -   432,928.89 26,377,819.06   iFT  0.99991795   +0 22 21.6
 QL0606;UTM  16      - 5,090,779.269   539,946.806   MT  0.99961962   +0 22 14.6
 QL0606
 QL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0606!SPC MI N     -   0.99996447  x   0.99991795  =   0.99988243
 QL0606!UTM  16      -   0.99996447  x   0.99961962  =   0.99958411
 QL0606
 QL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3994690779(NAD 83)
 QL0606
 QL0606                          SUPERSEDED SURVEY CONTROL
 QL0606
 QL0606  NAD 83(1986)-  45 58 09.91215(N)    086 29 03.80165(W) AD(       ) 2
 QL0606  NAD 27      -  45 58 10.01700(N)    086 29 03.26400(W) AD(       ) 2
 QL0606
 QL0606.Superseded values are not recommended for survey control.
 QL0606
 QL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0606.See file dsdata.pdf to determine how the superseded data were derived.
 QL0606
 QL0606_MARKER: DS = TRIANGULATION STATION DISK
 QL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0606_STAMPING: COOKS LOT 1954
 QL0606_MARK LOGO: CGS
 QL0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0606+STABILITY: SURFACE MOTION
 QL0606
 QL0606  HISTORY     - Date     Condition        Report By
 QL0606  HISTORY     - 1954     MONUMENTED       CGS
 QL0606  HISTORY     - 1965     GOOD             CGS
 QL0606
 QL0606                          STATION DESCRIPTION
 QL0606
 QL0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0606'THIS IS AN UNOCCUPIED STATION.
 QL0606'
 QL0606'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE VILLAGE OF COOKS, AND
 QL0606'ABOUT 8 MILES NORTHEAST OF THE
 QL0606'VILLAGE OF ISABELLA.  IT IS 18 FEET WEST OF FENCELINE, 39 FEET NORTH
 QL0606'OF THE APPROXIMATE CENTERLINE OF
 QL0606'ROAD, AND IS SET UNDER THE CENTER OF THE LOOKOUT TOWER.
 QL0606'
 QL0606'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COOKS L.O.T. 1954.
 QL0606'NOTE . 1A-7A.
 QL0606'
 QL0606'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF COOKS, GO NORTHEAST
 QL0606'ON PAVED ROAD FOR 0.3 MILE TO
 QL0606'FORKS.  KEEP LEFT FORK AND GO NORTHERLY FOR 3.0 MILES TO CROSSROADS.
 QL0606'TURN LEFT AND FOLLOW GRAVEL ROAD
 QL0606'WEST THENCE NORTH THENCE EAST FOR 2.45 MILE TO COOKS
 QL0606'LOOKOUT TOWER AND STATION ON LEFT (NORTH) SIDE OF
 QL0606'ROAD AS DESCRIBED.
 QL0606'
 QL0606'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0606
 QL0606                          STATION RECOVERY (1965)
 QL0606
 QL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0606'STATION WAS RECOVERED AT THIS TIME AND FOUND TO BE IN GOOD CONDITION
 QL0606'AS DESCRIBED.  THE
 QL0606'OVERALL HEIGHT IS 87 FEET.
 QL0606'
 QL0606'THIS STATION WAS OBSERVED AS AN INTERSECTION POINT AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0607 ***********************************************************************
 QL0607  DESIGNATION -  COOKS MICROWAVE RELAY TOWER
 QL0607  PID         -  QL0607
 QL0607  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0607  COUNTRY     -  US
 QL0607  USGS QUAD   -  COOKS (2017)
 QL0607
 QL0607                         *CURRENT SURVEY CONTROL
 QL0607  ______________________________________________________________________
 QL0607* NAD 83(1994) POSITION- 45 58 06.73303(N) 086 29 18.86642(W)   ADJUSTED
 QL0607  ______________________________________________________________________
 QL0607  GEOID HEIGHT    -        -35.385 (meters)                     GEOID18
 QL0607  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 QL0607  HORZ ORDER      -  THIRD
 QL0607
 QL0607.The horizontal coordinates were established by classical geodetic methods
 QL0607.and adjusted by the National Geodetic Survey in February 1997.
 QL0607
 QL0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0607.GEOID18 height accuracy estimate available here.
 QL0607
 QL0607.Click photographs - Photos may exist for this station.
 QL0607
 QL0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0607
 QL0607. The following values were computed from the NAD 83(1994) position.
 QL0607
 QL0607;                    North         East     Units Scale Factor Converg.
 QL0607;SPC MI N     -   131,856.301 8,039,635.670   MT  0.99991804   +0 22 10.8
 QL0607;SPC MI N     -   432,599.41 26,376,757.45   iFT  0.99991804   +0 22 10.8
 QL0607;UTM  16      - 5,090,678.884   539,623.321   MT  0.99961930   +0 22 03.7
 QL0607
 QL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3962390678(NAD 83)
 QL0607
 QL0607                          SUPERSEDED SURVEY CONTROL
 QL0607
 QL0607  NAD 83(1986)-  45 58 06.72705(N)    086 29 18.86236(W) AD(       ) 3
 QL0607  NAD 27      -  45 58 06.83296(N)    086 29 18.32443(W) AD(       ) 3
 QL0607
 QL0607.Superseded values are not recommended for survey control.
 QL0607
 QL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0607.See file dsdata.pdf to determine how the superseded data were derived.
 QL0607
 QL0607_MARKER: 45 = MICROWAVE TOWER
 QL0607
 QL0607  HISTORY     - Date     Condition        Report By
 QL0607  HISTORY     - 1965     FIRST OBSERVED   CGS
 QL0607
 QL0607                          STATION DESCRIPTION
 QL0607
 QL0607'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI0198 ***********************************************************************
 DI0198  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0198  DESIGNATION -  COOPERSVILLE CORS ARP
 DI0198  CORS_ID     -  MICO
 DI0198  PID         -  DI0198
 DI0198  STATE/COUNTY-  MI/OTTAWA
 DI0198  COUNTRY     -  US
 DI0198  USGS QUAD   -  COOPERSVILLE (2017)
 DI0198
 DI0198                         *CURRENT SURVEY CONTROL
 DI0198  ______________________________________________________________________
 DI0198* NAD 83(2011) POSITION- 43 03 36.87947(N) 085 56 47.09000(W)   ADJUSTED
 DI0198* NAD 83(2011) ELLIP HT-   171.228 (meters)        (04/??/25)   ADJUSTED
 DI0198* NAD 83(2011) EPOCH   -  2010.00
 DI0198  ______________________________________________________________________
 DI0198  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 DI0198  NAD 83(2011) X  -    329,943.669 (meters)                     COMP
 DI0198  NAD 83(2011) Y  - -4,655,835.037 (meters)                     COMP
 DI0198  NAD 83(2011) Z  -  4,332,511.027 (meters)                     COMP
 DI0198
 DI0198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0198  Standards:
 DI0198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0198  -------------------------------------------------------------------
 DI0198  NETWORK    0.12   0.23           0.05   0.05   0.12     -0.22413200
 DI0198  -------------------------------------------------------------------
 DI0198
 DI0198.The coordinates were established by GPS observations
 DI0198.and adjusted by the National Geodetic Survey in April 2025.
 DI0198
 DI0198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0198.been affixed to the stable North American Tectonic Plate. 
 DI0198
 DI0198.The coordinates are valid at the epoch date displayed above
 DI0198.which is a decimal equivalence of Year/Month/Day.
 DI0198
 DI0198.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI0198.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI0198.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI0198.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI0198.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI0198.published epoch of 2010.00.
 DI0198
 DI0198.Additional information on MYCS is available at:
 DI0198.https://geodesy.noaa.gov/CORS/index.shtml
 DI0198
 DI0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0198.GEOID18 height accuracy estimate available here.
 DI0198
 DI0198.The PID for the CORS L1 Phase Center is DQ8596.
 DI0198
 DI0198.Click photographs - Photos may exist for this station.
 DI0198
 DI0198.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0198
 DI0198.The ellipsoidal height was determined by GPS observations
 DI0198.and is referenced to NAD 83.
 DI0198
 DI0198. The following values were computed from the NAD 83(2011) position.
 DI0198
 DI0198;                    North         East     Units Scale Factor Converg.
 DI0198;SPC MI S     -   174,515.868 3,871,330.737   MT  0.99991154   -1 04 30.2
 DI0198;SPC MI S     -   572,558.62 12,701,216.33   iFT  0.99991154   -1 04 30.2
 DI0198;UTM  16      - 4,768,043.456   585,792.456   MT  0.99969054   +0 43 09.8
 DI0198
 DI0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0198!SPC MI S     -   0.99997315  x   0.99991154  =   0.99988469
 DI0198!UTM  16      -   0.99997315  x   0.99969054  =   0.99966370
 DI0198
 DI0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8579268043(NAD 83)
 DI0198
 DI0198                          SUPERSEDED SURVEY CONTROL
 DI0198
 DI0198  NAD 83(2011)-  43 03 36.87960(N)    085 56 47.08997(W) AD(2010.00) c
 DI0198  ELLIP H (06/??/19)  171.230  (m)                       GP(2010.00) c c
 DI0198  NAD 83(2011)-  43 03 36.87957(N)    085 56 47.08995(W) AD(2010.00) c
 DI0198  NAD 83(2011)-  43 03 36.87958(N)    085 56 47.08994(W) AD(2010.00) c
 DI0198  ELLIP H (08/??/11)  171.227  (m)                       GP(2010.00) c c
 DI0198  NAD 83(CORS)-  43 03 36.87969(N)    085 56 47.09033(W) AD(2002.00) c
 DI0198  ELLIP H (06/??/06)  171.246  (m)                       GP(2002.00) c c
 DI0198
 DI0198.Superseded values are not recommended for survey control.
 DI0198
 DI0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0198.See file dsdata.pdf to determine how the superseded data were derived.
 DI0198
 DI0198_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0198
 DI0198                          STATION DESCRIPTION
 DI0198
 DI0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI0198'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI0198'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI0198'AND LOG FILES ACCESSIBLE AT:
 DI0198'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1415 ***********************************************************************
 RJ1415  DESIGNATION -  COOT
 RJ1415  PID         -  RJ1415
 RJ1415  STATE/COUNTY-  MI/CHIPPEWA
 RJ1415  COUNTRY     -  US
 RJ1415  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1415
 RJ1415                         *CURRENT SURVEY CONTROL
 RJ1415  ______________________________________________________________________
 RJ1415* NAD 83(1994) POSITION- 46 23 34.95239(N) 084 13 48.01329(W)   ADJUSTED
 RJ1415* NAVD 88 ORTHO HEIGHT -   177.6   (meters)      583.    (feet) VERTCON3
 RJ1415  ______________________________________________________________________
 RJ1415  GEOID HEIGHT    -        -36.618 (meters)                     GEOID18
 RJ1415  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 RJ1415  HORZ ORDER      -  THIRD
 RJ1415
 RJ1415.The horizontal coordinates were established by classical geodetic methods
 RJ1415.and adjusted by the National Geodetic Survey in February 1997.
 RJ1415
 RJ1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1415
 RJ1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1415.GEOID18 height accuracy estimate available here.
 RJ1415
 RJ1415.Click photographs - Photos may exist for this station.
 RJ1415
 RJ1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1415
 RJ1415. The following values were computed from the NAD 83(1994) position.
 RJ1415
 RJ1415;                    North         East     Units Scale Factor Converg.
 RJ1415;SPC MI N     -   182,631.493 8,212,985.000   MT  0.99990460   +2 00 07.7
 RJ1415;SPC MI N     -   599,184.69 26,945,488.85   iFT  0.99990460   +2 00 07.7
 RJ1415;UTM  16      - 5,141,447.601   712,959.520   MT  1.00015751   +2 00 23.3
 RJ1415
 RJ1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1415!SPC MI N     -   0.99997791  x   0.99990460  =   0.99988251
 RJ1415!UTM  16      -   0.99997791  x   1.00015751  =   1.00013541
 RJ1415
 RJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1295941447(NAD 83)
 RJ1415
 RJ1415                          SUPERSEDED SURVEY CONTROL
 RJ1415
 RJ1415  NAD 83(1986)-  46 23 34.94385(N)    084 13 48.01901(W) AD(       ) 3
 RJ1415  NGVD 29 (02/08/93)  177.6    (m)          583.     (f) VERT ANG       
 RJ1415
 RJ1415.Superseded values are not recommended for survey control.
 RJ1415
 RJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1415.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1415
 RJ1415_MARKER: I = METAL ROD
 RJ1415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ1415_SP_SET: SLAB
 RJ1415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RJ1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1415
 RJ1415  HISTORY     - Date     Condition        Report By
 RJ1415  HISTORY     - UNK      MONUMENTED       USACE
 RJ1415  HISTORY     - 1987     GOOD             NGS
 RJ1415  HISTORY     - 19940719 GOOD             USPSQD
 RJ1415
 RJ1415                          STATION DESCRIPTION
 RJ1415
 RJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (RDC)
 RJ1415'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF A CONCRETE
 RJ1415'PLATFORM IN THE ST MARYS RIVER APPROXIMATELY 7.2 NAUTICAL MILES
 RJ1415'SOUTH-SOUTHEAST FROM THE FERRY LANDING TO SUGAR ISLAND ON THE
 RJ1415'ST MARYS RIVER.  THE PLATFORM IS SUPPORTING ST MARYS RIVER LT 80.
 RJ1415'
 RJ1415'THE STATION CAN ONLY BE REACHED BY BOAT.
 RJ1415'
 RJ1415'THE STATION IS A METAL ROD SET INTO A DRILL HOLE IN THE CONCRETE
 RJ1415'SLAB WHICH SUPPORTS THE NAVIGATIONAL LIGHT NUMBER 80.  THE ROD IS
 RJ1415'NEAR THE SOUTHWEST CORNER OF THE SLAB.  THE STATION HAS A ETCHED
 RJ1415'TRIANGLE SURROUNDING IT AND THE CENTER IS A LEAD PLUG.
 RJ1415'
 RJ1415'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1415'
 RJ1415'DESCRIBED BY R DECROIX.
 RJ1415
 RJ1415                          STATION RECOVERY (1994)
 RJ1415
 RJ1415'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1323 ***********************************************************************
 RJ1323  DESIGNATION -  COOT C4W 176
 RJ1323  PID         -  RJ1323
 RJ1323  STATE/COUNTY-  MI/CHIPPEWA
 RJ1323  COUNTRY     -  US
 RJ1323  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ1323
 RJ1323                         *CURRENT SURVEY CONTROL
 RJ1323  ______________________________________________________________________
 RJ1323* NAD 83(1994) POSITION- 46 23 34.95166(N) 084 13 48.01295(W)   ADJUSTED
 RJ1323* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON3
 RJ1323  ______________________________________________________________________
 RJ1323  GEOID HEIGHT    -        -36.618 (meters)                     GEOID18
 RJ1323  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 RJ1323  HORZ ORDER      -  SECOND
 RJ1323
 RJ1323.The horizontal coordinates were established by classical geodetic methods
 RJ1323.and adjusted by the National Geodetic Survey in February 1997.
 RJ1323
 RJ1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1323
 RJ1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1323.GEOID18 height accuracy estimate available here.
 RJ1323
 RJ1323.Click photographs - Photos may exist for this station.
 RJ1323
 RJ1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1323
 RJ1323. The following values were computed from the NAD 83(1994) position.
 RJ1323
 RJ1323;                    North         East     Units Scale Factor Converg.
 RJ1323;SPC MI N     -   182,631.471 8,212,985.008   MT  0.99990460   +2 00 07.7
 RJ1323;SPC MI N     -   599,184.62 26,945,488.87   iFT  0.99990460   +2 00 07.7
 RJ1323;UTM  16      - 5,141,447.579   712,959.528   MT  1.00015751   +2 00 23.3
 RJ1323
 RJ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1323!SPC MI N     -   0.99997789  x   0.99990460  =   0.99988249
 RJ1323!UTM  16      -   0.99997789  x   1.00015751  =   1.00013539
 RJ1323
 RJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1295941447(NAD 83)
 RJ1323
 RJ1323                          SUPERSEDED SURVEY CONTROL
 RJ1323
 RJ1323  NAD 83(1986)-  46 23 34.94263(N)    084 13 48.01089(W) AD(       ) 2
 RJ1323  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1323
 RJ1323.Superseded values are not recommended for survey control.
 RJ1323
 RJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1323.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1323
 RJ1323_MARKER: DS = TRIANGULATION STATION DISK
 RJ1323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1323+WITH SETTING: PAVEMENT
 RJ1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1323+STABILITY: SURFACE MOTION
 RJ1323
 RJ1323  HISTORY     - Date     Condition        Report By
 RJ1323  HISTORY     - 1988     MONUMENTED       USACE
 RJ1323  HISTORY     - 19940720 GOOD             USPSQD
 RJ1323
 RJ1323                          STATION DESCRIPTION
 RJ1323
 RJ1323'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1323'THE STATION IS LOCATED ABOUT 14.3 KM (8.7 MI) SOUTHEAST OF SAULT STE
 RJ1323'MARIE, 33.6 KM (20.9 MI) NORTHEAST OF RUDYARD, 51.3 KM (31.9 MI)
 RJ1323'NORTH-NORTHWEST OF DETOUR VILLAGE OFF THE WEST SHORE OF SUGAR ISLAND
 RJ1323'ON NAVIGATION LIGHT 80.
 RJ1323'OWNERSHIP---U.S. COAST GUARD, MAINTENANCE/LOGISTICS COMMAND,ATLANTIC
 RJ1323'
 RJ1323'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1323'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1323'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1323'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1323'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT
 RJ1323'AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS
 RJ1323'AREA. TRAVEL BY BOAT UPRIVER FOR 15 MINUTES TO CONCRETE FOUNDATION
 RJ1323'WITH NAVIGATION LIGHT 80 AND THE STATION.
 RJ1323'
 RJ1323'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-176
 RJ1323'1988---, SET INTO THE CONCRETE FOUNDATION OF NAVIGATION LIGHT 80.
 RJ1323'
 RJ1323'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1323
 RJ1323                          STATION RECOVERY (1994)
 RJ1323
 RJ1323'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0620 ***********************************************************************
 RM0620  DESIGNATION -  COPPER PEAK LOOKOUT
 RM0620  PID         -  RM0620
 RM0620  STATE/COUNTY-  MI/GOGEBIC
 RM0620  COUNTRY     -  US
 RM0620  USGS QUAD   -  COPPER PEAK (2017)
 RM0620
 RM0620                         *CURRENT SURVEY CONTROL
 RM0620  ______________________________________________________________________
 RM0620* NAD 83(1994) POSITION- 46 36 02.63854(N) 090 05 24.66496(W)   ADJUSTED
 RM0620* NAVD 88 ORTHO HEIGHT -   475.    (meters)     1558.    (feet) SCALED
 RM0620  ______________________________________________________________________
 RM0620  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 RM0620  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 RM0620  HORZ ORDER      -  SECOND
 RM0620
 RM0620.The horizontal coordinates were established by classical geodetic methods
 RM0620.and adjusted by the National Geodetic Survey in February 1997.
 RM0620
 RM0620.The orthometric height was scaled from a topographic map.
 RM0620
 RM0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0620.GEOID18 height accuracy estimate available here.
 RM0620
 RM0620.Click photographs - Photos may exist for this station.
 RM0620
 RM0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0620
 RM0620. The following values were computed from the NAD 83(1994) position.
 RM0620
 RM0620;                    North         East     Units Scale Factor Converg.
 RM0620;SPC MI N     -   206,608.967 7,763,307.235   MT  0.99991797   -2 14 00.8
 RM0620;SPC MI N     -   677,850.94 25,470,168.09   iFT  0.99991797   -2 14 00.8
 RM0620;UTM  15      - 5,164,910.034   722,857.689   MT  1.00021051   +2 06 54.3
 RM0620
 RM0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0620!SPC MI N     -   0.99993034  x   0.99991797  =   0.99984831
 RM0620!UTM  15      -   0.99993034  x   1.00021051  =   1.00014083
 RM0620
 RM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2285764910(NAD 83)
 RM0620
 RM0620                          SUPERSEDED SURVEY CONTROL
 RM0620
 RM0620  NAD 83(1991)-  46 36 02.63891(N)    090 05 24.66357(W) AD(       ) 2
 RM0620  NAD 83(1986)-  46 36 02.63291(N)    090 05 24.65857(W) AD(       ) 2
 RM0620  NAD 27      -  46 36 02.82782(N)    090 05 24.02288(W) AD(       ) 2
 RM0620
 RM0620.Superseded values are not recommended for survey control.
 RM0620
 RM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0620.See file dsdata.pdf to determine how the superseded data were derived.
 RM0620
 RM0620_MARKER: 57 = LOOKOUT TOWER
 RM0620
 RM0620  HISTORY     - Date     Condition        Report By
 RM0620  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0620  HISTORY     - 1978     GOOD             NGS
 RM0620  HISTORY     - 1981     GOOD             NGS
 RM0620  HISTORY     - 19920818 GOOD             USPSQD
 RM0620  HISTORY     - 20020615 GOOD             USPSQD
 RM0620
 RM0620                          STATION DESCRIPTION
 RM0620
 RM0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0620'LOCATED 23.17 FEET (7.062 METERS) NORTH OF TRIANGULATION
 RM0620'STATION COPPER, THE CENTER OF THE BASE OF MICHIGAN STATE LOOKOUT
 RM0620'TOWER COPPER PEAK WHICH IS A STEEL STRUCTURE 90 FEET HIGH WITH
 RM0620'A GLASS-ENCLOSED PLATFORM ON THE TOP.
 RM0620
 RM0620                          STATION RECOVERY (1978)
 RM0620
 RM0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0620'THE STATION, COPPER PEAK LOOKOUT TOWER, WAS RECOVERED AS
 RM0620'DESCRIBED IN 1939.  THE LOOKOUT TOWER IS LOCATED ABOUT
 RM0620'9 MILES NORTH-NORTHWEST OF BESSEMER, 3-1/2 MILES SOUTH
 RM0620'OF LAKE SUPERIOR, AND ON PROPERTY OF THE GOGEBIC RANGE
 RM0620'SKI CORPORTATION, P.O. BOX 159, IRONWOOD, MICHIGAN.
 RM0620
 RM0620                          STATION RECOVERY (1981)
 RM0620
 RM0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0620'RECOVERED AS DESCRIBED.
 RM0620'
 RM0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 RM0620'IRONWOOD.
 RM0620
 RM0620                          STATION RECOVERY (1992)
 RM0620
 RM0620'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0620'RECOVERED IN GOOD CONDITION.
 RM0620
 RM0620                          STATION RECOVERY (2002)
 RM0620
 RM0620'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2344 ***********************************************************************
 AB2344  DESIGNATION -  COPPER RESET
 AB2344  PID         -  AB2344
 AB2344  STATE/COUNTY-  MI/GOGEBIC
 AB2344  COUNTRY     -  US
 AB2344  USGS QUAD   -  COPPER PEAK (2017)
 AB2344
 AB2344                         *CURRENT SURVEY CONTROL
 AB2344  ______________________________________________________________________
 AB2344* NAD 83(1994) POSITION- 46 36 02.40986(N) 090 05 24.67584(W)   ADJUSTED
 AB2344  ______________________________________________________________________
 AB2344  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 AB2344  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 AB2344  HORZ ORDER      -  FIRST
 AB2344
 AB2344.The horizontal coordinates were established by classical geodetic methods
 AB2344.and adjusted by the National Geodetic Survey in February 1997.
 AB2344
 AB2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2344.GEOID18 height accuracy estimate available here.
 AB2344
 AB2344.Click photographs - Photos may exist for this station.
 AB2344
 AB2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2344
 AB2344. The following values were computed from the NAD 83(1994) position.
 AB2344
 AB2344;                    North         East     Units Scale Factor Converg.
 AB2344;SPC MI N     -   206,601.921 7,763,306.728   MT  0.99991796   -2 14 00.8
 AB2344;SPC MI N     -   677,827.82 25,470,166.43   iFT  0.99991796   -2 14 00.8
 AB2344;SPC WI N     -   159,389.321   593,089.926   MT  0.99997387   -0 03 54.2
 AB2344;SPC WI N     -   522,929.80  1,945,829.20   sFT  0.99997387   -0 03 54.2
 AB2344;UTM  15      - 5,164,902.967   722,857.718   MT  1.00021051   +2 06 54.3
 AB2344
 AB2344:                Primary Azimuth Mark                     Grid Az
 AB2344:SPC MI N     -  ZION                                     205 41 20.0
 AB2344:SPC WI N     -  ZION                                     203 31 13.4
 AB2344:UTM  15      -  ZION                                     201 20 24.9
 AB2344
 AB2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2285764902(NAD 83)
 AB2344
 AB2344|---------------------------------------------------------------------|
 AB2344| PID    Reference Object                     Distance      Geod. Az  |
 AB2344|                                                           dddmmss.s |
 AB2344| RM0620 COPPER PEAK LOOKOUT                   7.065 METERS 00153     |
 AB2344| CJ2392 COPPER RM 5                          53.724 METERS 05921     |
 AB2344| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.20.4 KM 0633905.7 |
 AB2344| RL1644 RAMSAY PLYMOUTH LOCATION TANK       APPROX.17.6 KM 1490438.2 |
 AB2344| RM0643 BESSEMER MUNICIPAL TANK             APPROX.14.8 KM 1672757.4 |
 AB2344| RM0649 IRONWOOD NEWPORT MINING TANK        APPROX.16.2 KM 1902211.7 |
 AB2344| RM0653 IRONWOOD PENOKEE MINING TA STK      APPROX.16.7 KM 1925003.5 |
 AB2344| RM0072 ZION                                APPROX.15.0 KM 2032719.2 |
 AB2344| CJ2391 COPPER RM 4                          22.895 METERS 33427     |
 AB2344| RM0061 COPPER RM 2                          22.903 METERS 33432     |
 AB2344| RM0060 COPPER RM 1                          17.135 METERS 33622     |
 AB2344|---------------------------------------------------------------------|
 AB2344
 AB2344                          SUPERSEDED SURVEY CONTROL
 AB2344
 AB2344  NAD 83(1991)-  46 36 02.41024(N)    090 05 24.67478(W) AD(       ) 1
 AB2344  NAD 83(1986)-  46 36 02.40423(N)    090 05 24.66946(W) AD(       ) 1
 AB2344
 AB2344.Superseded values are not recommended for survey control.
 AB2344
 AB2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2344.See file dsdata.pdf to determine how the superseded data were derived.
 AB2344
 AB2344_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2344_STAMPING: COPPER 1939 1978
 AB2344_MARK LOGO: NGS
 AB2344_PROJECTION: PROJECTING 8 CENTIMETERS
 AB2344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2344+STABILITY: SURFACE MOTION
 AB2344
 AB2344  HISTORY     - Date     Condition        Report By
 AB2344  HISTORY     - 1978     MONUMENTED       NGS
 AB2344  HISTORY     - 19941001 GOOD             GLORI
 AB2344  HISTORY     - 20020613 GOOD             USPSQD
 AB2344
 AB2344                          STATION DESCRIPTION
 AB2344
 AB2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AB2344'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD
 AB2344'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 AB2344'NOT RECOVERED.  REFERENCE MARK 2 WAS FOUND LAYING ON ITS SIDE.
 AB2344'A STATION MARK DISK STAMPED COPPER 1939 WAS FOUND CEMENTED IN
 AB2344'A DRILL HOLE IN THE MOST SOUTHEASTERLY CONCRETE FOUNDATION
 AB2344'SUPPORTING A LEG OF A SKI JUMP.  IT IS BELIEVED THAT THIS IS THE
 AB2344'DISK FROM THE ORIGINAL SURFACE STATION MARK.  IF IT IS, IT HAS BEEN
 AB2344'MOVED TO THIS POINT.  TO ELIMINATE CONFUSION, THIS DISK WAS
 AB2344'STAMPED RM 5 AT THIS TIME.  A NEW SURFACE MARK WAS SET OVER THE
 AB2344'ORIGINAL UNDERGROUND STATION, AND REFERENCE MARK 4 WAS
 AB2344'ESTABLISHED AT THIS TIME.
 AB2344'
 AB2344'THE STATION IS LOCATED 9 MILES NORTH-NORTHWEST OF BESSEMER, 3-1/2
 AB2344'MILES SOUTH OF LAKE SUPERIOR, AND ON THE PROPERTY OF THE GOGEBIC
 AB2344'RANGE SKI COOPORATION, P.O. BOX 159, IRONWOOD, MICHIGAN.
 AB2344'
 AB2344'TO REACH FROM THE JUNCTION OF CLOVERLAND ROAD, (U.S. HIGHWAY 2)
 AB2344'AND NORTH LAKE ROAD IN IRONWOOD, GO NORTH ON NORTH LAKE ROAD
 AB2344'FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED
 AB2344'ROAD FOR 2.85 MILES TO A T-ROAD.  TURN LEFT AND GO NORTHERLY ON
 AB2344'A PAVED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 AB2344'A GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 AB2344'GO 50 FEET TO A LOCKED CABLE GATE.  PASS THROUGH THE GATE AND
 AB2344'CONTINUE ON A GRAVEL ROAD FOR 0.8 MILE TO A LOOKOUT TOWER AND
 AB2344'THE STATION.
 AB2344'
 AB2344'THE STATION IS A STANDARD NGS DISK STAMPED---COPPER 1939 1978---,
 AB2344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AB2344'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AB2344'17 FEET WOUTHWEST FROM THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 AB2344'11 FEET SOUTH FROM THE SOUTHEAST CORNER OF THE CONCRETE STEPS OF THE
 AB2344'LOOKOUT TOWER,
 AB2344'4.5 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 AB2344'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED---COPPER
 AB2344'1939---, SET INTO AN IRREGULAR MASS OF CONCRETE 2.5 FEET BELOW
 AB2344'THE SURFACE.
 AB2344'
 AB2344'REFERENCE MARK 4, STAMPED---COPPER NO 4 1939 1978---, IS A
 AB2344'STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB2344'12 INCHES IN DIAMETER FLUSH WITH THE GROUND.  IT IS
 AB2344'42.2 FEET NORTHWEST FROM THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 AB2344'AND 1.5 FEET SOUTH FROM A METAL WITNESS POST WTIH SIGN ATTACHED.
 AB2344'
 AB2344'REFERENCE MARK 5, STAMPED---COPPER 1939 RM 5---, IS A STANDARD
 AB2344'CGS TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE
 AB2344'CONCRETE FOUNDATION SUPPORTING THE MOST SOUTHEAST LEG OF A SKI JUMP.
 AB2344'
 AB2344'HEIGHT OF LIGHT ABOVE STATION WAS 26.3 METERS.  NO SUITABLE
 AB2344'LOCATION FOR AN AZIMUTH MARK.  NO MEASUREMENTS BETWEEN
 AB2344'REFERENCE MARKS DUE TO DIFFERENCE IN ELEVATION.
 AB2344
 AB2344                          STATION RECOVERY (1994)
 AB2344
 AB2344'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 AB2344'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND MOORE ST.
 AB2344'(CO. RD. 513) IN BESSEMER, PROCEED NORTH ON MOORE ST./CO. RD. 513
 AB2344'FOR 9.35 MILES, (15.05 KM) (.05 MILES PAST Y TO THE RIGHT TO COPPER
 AB2344'PEAK SKI FLYING COMPLEX), TO A DIRT ROAD EAST.  PROCEED EASTERLY
 AB2344'APPROX. 220 FEET (67.1 M) TO DIRT ROAD LEFT (NORTH) AND IRON GATE.
 AB2344'PROCEED ON DIRT ROAD NORTHERLY AND EASTERLY TO TOP OF HILL AND SKI
 AB2344'JUMP.  FIRE TOWER LAYS SOUTH OF SKI JUMP, STATION LAYS 13 FEET (4.0 M)
 AB2344'SOUTH OF TOWER.  FROM STATION S.W. LEG OF FIRE TOWER IS N.33 W. 16 FT
 AB2344'FROM STATION S.E. LEG OF FIRE TOWER IS N.41 E. 16.6 FT. FROM
 AB2344'STATION STEEL GUARD RAIL BEARS N. 01 W. 4.0 FT. FROM STATION CONCRETE
 AB2344'STEPS BEAR N. 05 W.  10.9 FT.  RM 5 BRASS CAP IMBEDDED IN SE FOOTING
 AB2344'OF SKI JUMP.
 AB2344
 AB2344                          STATION RECOVERY (2002)
 AB2344
 AB2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 AB2344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0060 ***********************************************************************
 RM0060  DESIGNATION -  COPPER RM 1
 RM0060  PID         -  RM0060
 RM0060  STATE/COUNTY-  MI/GOGEBIC
 RM0060  COUNTRY     -  US
 RM0060  USGS QUAD   -  COPPER PEAK (2017)
 RM0060
 RM0060                         *CURRENT SURVEY CONTROL
 RM0060  ______________________________________________________________________
 RM0060* NAD 83(1986) POSITION- 46 36 02.92   (N) 090 05 25.00   (W)   HD_HELD1
 RM0060* NAVD 88 ORTHO HEIGHT -   473.662 (meters)     1554.01  (feet) ADJUSTED
 RM0060  ______________________________________________________________________
 RM0060  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 RM0060  DYNAMIC HEIGHT  -        473.716 (meters)     1554.18  (feet) COMP
 RM0060  MODELED GRAVITY -    980,712.6   (mgal)                       NAVD 88
 RM0060
 RM0060  VERT ORDER      -  SECOND    CLASS 0
 RM0060
 RM0060.The horizontal coordinates were determined by differentially corrected
 RM0060.hand held GPS observations or other comparable positioning techniques
 RM0060.and have an estimated accuracy of +/- 3 meters.
 RM0060
 RM0060.The orthometric height was determined by differential leveling and
 RM0060.adjusted by the NATIONAL GEODETIC SURVEY
 RM0060.in June 1991.
 RM0060
 RM0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0060.GEOID18 height accuracy estimate available here.
 RM0060
 RM0060.Click photographs - Photos may exist for this station.
 RM0060
 RM0060.The dynamic height is computed by dividing the NAVD 88
 RM0060.geopotential number by the normal gravity value computed on the
 RM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0060.degrees latitude (g = 980.6199 gals.).
 RM0060
 RM0060.The modeled gravity was interpolated from observed gravity values.
 RM0060
 RM0060;                    North         East    Units  Estimated Accuracy
 RM0060;SPC MI N     -   206,617.9   7,763,300.4     MT  (+/- 3 meters HH1 GPS) 
 RM0060
 RM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2285064918(NAD 83)
 RM0060
 RM0060                          SUPERSEDED SURVEY CONTROL
 RM0060
 RM0060  NGVD 29 (??/??/92)  473.697  (m)         1554.12   (f) ADJ UNCH    2 0
 RM0060
 RM0060.Superseded values are not recommended for survey control.
 RM0060
 RM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0060.See file dsdata.pdf to determine how the superseded data were derived.
 RM0060
 RM0060_MARKER: DR = REFERENCE MARK DISK
 RM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0060_STAMPING: COPPER NO 1 1939
 RM0060_MARK LOGO: CGS
 RM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0060+STABILITY: SURFACE MOTION
 RM0060
 RM0060  HISTORY     - Date     Condition        Report By
 RM0060  HISTORY     - 1939     MONUMENTED       CGS
 RM0060  HISTORY     - 1948     GOOD             CGS
 RM0060  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0060
 RM0060                          STATION DESCRIPTION
 RM0060
 RM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0060'7.8 MI NW FROM NORTH BESSEMER.
 RM0060'ABOUT 7.35 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0060'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ALANTIC RAILWAY AT
 RM0060'NORTH BESSEMER, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A WELL
 RM0060'DEFINED TRAIL TO COPPER LOOKOUT TOWER AT THE TOP OF CHIPPEWA
 RM0060'HILL, 44 FEET EAST OF THE SOUTHEAST LEG OF THE TOWER, 57 FEET EAST
 RM0060'OF THE STATION MARK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RM0060'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RM0060
 RM0060                          STATION RECOVERY (2002)
 RM0060
 RM0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0061 ***********************************************************************
 RM0061  DESIGNATION -  COPPER RM 2
 RM0061  PID         -  RM0061
 RM0061  STATE/COUNTY-  MI/GOGEBIC
 RM0061  COUNTRY     -  US
 RM0061  USGS QUAD   -  COPPER PEAK (2017)
 RM0061
 RM0061                         *CURRENT SURVEY CONTROL
 RM0061  ______________________________________________________________________
 RM0061* NAD 83(1986) POSITION- 46 36 03.08   (N) 090 05 25.14   (W)   HD_HELD1
 RM0061* NAVD 88 ORTHO HEIGHT -   474.532 (meters)     1556.86  (feet) ADJUSTED
 RM0061  ______________________________________________________________________
 RM0061  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 RM0061  DYNAMIC HEIGHT  -        474.587 (meters)     1557.04  (feet) COMP
 RM0061  MODELED GRAVITY -    980,712.6   (mgal)                       NAVD 88
 RM0061
 RM0061  VERT ORDER      -  SECOND    CLASS 0
 RM0061
 RM0061.The horizontal coordinates were determined by differentially corrected
 RM0061.hand held GPS observations or other comparable positioning techniques
 RM0061.and have an estimated accuracy of +/- 3 meters.
 RM0061
 RM0061.The orthometric height was determined by differential leveling and
 RM0061.adjusted by the NATIONAL GEODETIC SURVEY
 RM0061.in June 1991.
 RM0061
 RM0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0061.GEOID18 height accuracy estimate available here.
 RM0061
 RM0061.Click photographs - Photos may exist for this station.
 RM0061
 RM0061.The dynamic height is computed by dividing the NAVD 88
 RM0061.geopotential number by the normal gravity value computed on the
 RM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0061.degrees latitude (g = 980.6199 gals.).
 RM0061
 RM0061.The modeled gravity was interpolated from observed gravity values.
 RM0061
 RM0061;                    North         East    Units  Estimated Accuracy
 RM0061;SPC MI N     -   206,623.0   7,763,297.7     MT  (+/- 3 meters HH1 GPS) 
 RM0061
 RM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2284764923(NAD 83)
 RM0061
 RM0061                          SUPERSEDED SURVEY CONTROL
 RM0061
 RM0061  NGVD 29 (??/??/92)  474.568  (m)         1556.98   (f) ADJ UNCH    2 0
 RM0061
 RM0061.Superseded values are not recommended for survey control.
 RM0061
 RM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0061.See file dsdata.pdf to determine how the superseded data were derived.
 RM0061
 RM0061_MARKER: DR = REFERENCE MARK DISK
 RM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0061_STAMPING: COPPER NO 2 1939
 RM0061_MARK LOGO: CGS
 RM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0061+STABILITY: SURFACE MOTION
 RM0061
 RM0061  HISTORY     - Date     Condition        Report By
 RM0061  HISTORY     - 1939     MONUMENTED       CGS
 RM0061  HISTORY     - 1948     GOOD             CGS
 RM0061  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0061
 RM0061                          STATION DESCRIPTION
 RM0061
 RM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0061'7.8 MI NW FROM NORTH BESSEMER.
 RM0061'ABOUT 7.35 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0061'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0061'NORTH BESSEMER, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A WELL
 RM0061'DEFINED TRAIL TO COPPER LOOKOUT TOWER AT THE TOP OF CHIPPEWA HILL,
 RM0061'75 FEET NORTH-NORTHWEST OF THE STATION MARK, 42 FEET NORTH-NORTHWEST
 RM0061'OF THE NORTHWEST LEG OF THE TOWER, 6 FEET SOUTHWEST OF AN 8-INCH
 RM0061'MAPLE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 RM0061'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RM0061
 RM0061                          STATION RECOVERY (2002)
 RM0061
 RM0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0078 ***********************************************************************
 SG0078  DESIGNATION -  COPPER SPIKE
 SG0078  PID         -  SG0078
 SG0078  STATE/COUNTY-  MI/HOUGHTON
 SG0078  COUNTRY     -  US
 SG0078  USGS QUAD   -  SOUTH RANGE (2017)
 SG0078
 SG0078                         *CURRENT SURVEY CONTROL
 SG0078  ______________________________________________________________________
 SG0078* NAD 83(1986) POSITION- 47 05 07.     (N) 088 39 05.     (W)   SCALED
 SG0078* NAVD 88 ORTHO HEIGHT -   343.80  (+/-2cm)     1128.0   (feet) VERTCON3
 SG0078  ______________________________________________________________________
 SG0078  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 SG0078  VERT ORDER      -  ? (See Below)
 SG0078
 SG0078.The horizontal coordinates were scaled from a map and have
 SG0078.an estimated accuracy of +/- 6 seconds.
 SG0078
 SG0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0078
 SG0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0078.GEOID18 height accuracy estimate available here.
 SG0078
 SG0078.The vertical order pertains to the NGVD 29 superseded value.
 SG0078
 SG0078.Click photographs - Photos may exist for this station.
 SG0078
 SG0078;                    North         East    Units  Estimated Accuracy
 SG0078;SPC MI N     -   257,160.    7,874,610.      MT  (+/- 180 meters Scaled)
 SG0078
 SG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT746159(NAD 83)
 SG0078
 SG0078                          SUPERSEDED SURVEY CONTROL
 SG0078
 SG0078  NGVD 29 (??/??/92)  343.793  (m)         1127.93   (f) ADJ UNCH       
 SG0078
 SG0078.Superseded values are not recommended for survey control.
 SG0078
 SG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0078.See file dsdata.pdf to determine how the superseded data were derived.
 SG0078
 SG0078_MARKER: S = SPIKE
 SG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0078_SP_SET: PLATFORM
 SG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0078
 SG0078  HISTORY     - Date     Condition        Report By
 SG0078  HISTORY     - 1911     MONUMENTED       USGS
 SG0078  HISTORY     - 1948     MARK NOT FOUND   CGS
 SG0078  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 SG0078
 SG0078                          STATION DESCRIPTION
 SG0078
 SG0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0078'AT MILL MINE.
 SG0078'AT MILL MINE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD, AT
 SG0078'THE SOUTHWEST CORNER OF THE STATION PLATFORM, 4 FEET NORTHEAST OF
 SG0078'A ROAD CROSSING, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A COPPER
 SG0078'SPIKE.  NOTE-- THE STATION AT MILL MINE HAS BEEN TORN DOWN SO THE
 SG0078'MARK WAS EVIDENTLY DESTROYED.
 SG0078
 SG0078                          STATION RECOVERY (2005)
 SG0078
 SG0078'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0078'ASSUMED DESTROYED.
 SG0078'THE COPPER RANGE R/R UNDERWENT MAIN LINE CHANGES IN THE 1920'S, LIKELY
 SG0078'WHEN THE STATION WAS TORN DOWN.  THE R/R HAS SUBSEQUENTLY BEEN
 SG0078'DISMANTLED FOR MANY YEARS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1623 ***********************************************************************
 RL1623  DESIGNATION -  COPPS
 RL1623  PID         -  RL1623
 RL1623  STATE/COUNTY-  MI/GOGEBIC
 RL1623  COUNTRY     -  US
 RL1623  USGS QUAD   -  MARENISCO (2017)
 RL1623
 RL1623                         *CURRENT SURVEY CONTROL
 RL1623  ______________________________________________________________________
 RL1623* NAD 83(1994) POSITION- 46 27 02.71862(N) 089 39 23.16156(W)   ADJUSTED
 RL1623* NAVD 88 ORTHO HEIGHT -   528.    (meters)     1732.    (feet) SCALED
 RL1623  ______________________________________________________________________
 RL1623  GEOID HEIGHT    -        -31.022 (meters)                     GEOID18
 RL1623  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 RL1623  HORZ ORDER      -  FIRST
 RL1623
 RL1623.The horizontal coordinates were established by classical geodetic methods
 RL1623.and adjusted by the National Geodetic Survey in February 1997.
 RL1623
 RL1623.The orthometric height was scaled from a topographic map.
 RL1623
 RL1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1623.GEOID18 height accuracy estimate available here.
 RL1623
 RL1623.Click photographs - Photos may exist for this station.
 RL1623
 RL1623.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1623
 RL1623. The following values were computed from the NAD 83(1994) position.
 RL1623
 RL1623;                    North         East     Units Scale Factor Converg.
 RL1623;SPC MI N     -   188,743.751 7,795,958.409   MT  0.99990699   -1 55 12.2
 RL1623;SPC MI N     -   619,238.03 25,577,291.37   iFT  0.99990699   -1 55 12.2
 RL1623;UTM  16      - 5,147,560.451   295,986.485   MT  1.00011164   -1 55 33.6
 RL1623
 RL1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1623!SPC MI N     -   0.99992210  x   0.99990699  =   0.99982910
 RL1623!UTM  16      -   0.99992210  x   1.00011164  =   1.00003373
 RL1623
 RL1623:                Primary Azimuth Mark                     Grid Az
 RL1623:SPC MI N     -  COPPS AZ MK                              101 52 40.3
 RL1623:UTM  16      -  COPPS AZ MK                              101 53 01.7
 RL1623
 RL1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9598647560(NAD 83)
 RL1623
 RL1623|---------------------------------------------------------------------|
 RL1623| PID    Reference Object                     Distance      Geod. Az  |
 RL1623|                                                           dddmmss.s |
 RL1623| RL1622 COPPS LOOKOUT TOWER                 APPROX. 2.4 KM 0121501.6 |
 RL1623| CJ2394 COPPS RM 1                           25.351 METERS 09638     |
 RL1623| CJ2393 COPPS AZ MK                                        0995728.1 |
 RL1623| RL1624 MARENISCO LOOKOUT TOWER             APPROX. 8.2 KM 1814518.5 |
 RL1623| CJ2395 COPPS RM 2                           29.325 METERS 18703     |
 RL1623| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX.20.9 KM 2785932.2 |
 RL1623|---------------------------------------------------------------------|
 RL1623
 RL1623                          SUPERSEDED SURVEY CONTROL
 RL1623
 RL1623  NAD 83(1991)-  46 27 02.71562(N)    089 39 23.15850(W) AD(       ) 1
 RL1623  NAD 83(1986)-  46 27 02.71446(N)    089 39 23.15673(W) AD(       ) 1
 RL1623  NAD 27      -  46 27 02.90300(N)    089 39 22.58700(W) AD(       ) 1
 RL1623
 RL1623.Superseded values are not recommended for survey control.
 RL1623
 RL1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1623.See file dsdata.pdf to determine how the superseded data were derived.
 RL1623
 RL1623_MARKER: DS = TRIANGULATION STATION DISK
 RL1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1623_STAMPING: COPPS 1939
 RL1623_MARK LOGO: CGS
 RL1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1623+STABILITY: SURFACE MOTION
 RL1623
 RL1623  HISTORY     - Date     Condition        Report By
 RL1623  HISTORY     - 1939     MONUMENTED       CGS
 RL1623  HISTORY     - 1952     GOOD             CGS
 RL1623  HISTORY     - 19941002 GOOD             GLORI
 RL1623
 RL1623                          STATION DESCRIPTION
 RL1623
 RL1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1623'FIVE AND ONE-HALF MILES NORTH OF MARENISCO, 4 MILES WEST OF
 RL1623'LAKE GOGEBIC, ON TOP OF A LOW FLAT-TOPPED HILL COVERED WITH SECOND
 RL1623'GROWTH TIMBER, IN THE SOUTHWEST QUARTER OF SEC. 23, T. 47 N.,
 RL1623'R. 43 W., AND ON U.S. FORESTRY SERVICE LAND.  THE STATION MARK
 RL1623'IS ABOUT 1/8 MILE NORTH OF A ROAD AND 44 FEET EAST OF TWIN
 RL1623'PINE TREES, (THE ONLY PINE TREES IN THIS VICINITY), PROJECTS
 RL1623'2 INCHES ABOVE THE GROUND AND IS STAMPED COPPS 1939.
 RL1623'
 RL1623'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RL1623'64, 1/2 MILE NORTH OF MARENISCO, GO EAST ON U.S. HIGHWAY 2
 RL1623'FOR 0.15 MILE, TURN LEFT AT A CROSS ROAD AND FOLLOW THE MAIN
 RL1623'GRAVEL ROAD NORTH FOR 3.6 MILES, THEN TAKE RIGHT FORK UP A LIGHT
 RL1623'GRADE FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE
 RL1623'PROCEED NORTHWARD UP HILL ABOUT 1/8 MILE, TO THE TOP AND THE
 RL1623'STATION.
 RL1623'
 RL1623'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1623'BRONZE DISKS SET IN CONCRETE.
 RL1623'
 RL1623'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, PROJECTS
 RL1623'6 INCHES ABOVE THE GROUND AND IS STAMPED COPPS NO 1 1939.
 RL1623'
 RL1623'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, PROJECTS
 RL1623'6 INCHES ABOVE THE GROUND AND IS STAMPED COPPS NO 2 1939.
 RL1623'
 RL1623'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 43 FEET WEST OF
 RL1623'THE CENTER OF THE ROAD, PROJECTS 6 INCHES ABOVE THE GROUND AND
 RL1623'STAMPED COPPS 1939.  NO OTHER SITE WAS POSSIBLE.
 RL1623'
 RL1623'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 1/8 MILE TO THE
 RL1623'ROAD, TURN LEFT (EAST) AND GO 0.3 MILE TO THE MARK ON THE RIGHT
 RL1623'(WEST) SIDE OF THE ROAD, JUST BEYOND THE POINT WHERE THE ROAD
 RL1623'TURNS SOUTH.
 RL1623'
 RL1623'A 123-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT NORWICH AND
 RL1623'A 100-FOOT TOWER AT PAULDING.
 RL1623'
 RL1623'A 103-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT BASS.
 RL1623'
 RL1623'A 37-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT OX, A
 RL1623'4-FOOT STAND AT WOLFE, AND THE GROUND AT THE AZIMUTH MARK.
 RL1623'
 RL1623'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 RL1623
 RL1623                          STATION RECOVERY (1952)
 RL1623
 RL1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1623'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RL1623'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 RL1623'
 RL1623'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF MARENISCO
 RL1623'AND 1.5 MILES SOUTH OF THE COPPS LOOKOUT TOWER, ON THE SOUTH
 RL1623'SLOPE OF A WOODED RIDGE.  THERE IS HIGHER GROUND TO THE WEST,
 RL1623'NORTH AND EAST.
 RL1623'
 RL1623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1623'STATE HIGHWAY 64 IN MARENISCO, GO EAST ON U.S. HIGHWAY 2 FOR
 RL1623'0.15 MILE TO A CROSSROADS.  TURN LEFT, GO NORTH ON A GRAVEL
 RL1623'ROAD 3.6 MILES TO A ROAD RIGHT.  TURN RIGHT, GO EASTERLY 1.5
 RL1623'MILES TO A DIM ROAD LEFT AND END OF TRUCK TRAVEL.  FROM HERE WALK
 RL1623'NORTHERLY ABOUT 0.1 MILE TO END OF ROAD AND STATION.  TO REACH
 RL1623'THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL CONTINUE EASTERLY
 RL1623'0.3 MILE TO THE MARK ON THE RIGHT.
 RL1623'
 RL1623'THE STATION MARK IS STAMPED COPPS 1939.  IT IS A STANDARD DISK
 RL1623'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 4 FEET
 RL1623'EAST OF A WHITE WITNESS POST.
 RL1623'
 RL1623'REFERENCE MARK 1 IS STAMPED COPPS NO 1 1939.  IT IS A STANDARD
 RL1623'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 RL1623'ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RL1623'
 RL1623'REFERENCE MARK 2 IS STAMPED COPPS NO 2 1939.  IT IS A STANDARD
 RL1623'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 RL1623'
 RL1623'THE AZIMUTH MARK IS STAMPED COPPS 1939.  IT IS A STANDARD DISK
 RL1623'SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 43
 RL1623'FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 2 FEET NORTH OF A
 RL1623'WHITE WITNESS POST.
 RL1623
 RL1623                          STATION RECOVERY (1994)
 RL1623
 RL1623'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1623'TO REACH STATION FROM THE INTERSECTION OF US 2 AND M-64 SOUTH INTO
 RL1623'MARENISCO MICH., PROCEED EAST ALONG US 2, 0.1 MILES (0.2 KM) TO
 RL1623'ACROSSROAD.  TURN LEFT (NORTH) ONTO THE ROAD KNOW LOCALLY AS THE MINE
 RL1623'ROAD AND PROCEED NORTHERLY 3.6 MILES (5.8 KM) TO A Y.  (FR 8800) .
 RL1623'ANGLE RIGHT ONTO FR 8800 AND PROCEED NORTHEASTERLY 1.4 MILES (2.3 KM)
 RL1623'TO THE LOCATION OF THE SEC.  COR.  22, 23, 26 AND 27 LYING SOUTH OF
 RL1623'THE CENTERLINE 45 FT.FROM A POINT ON THE CENTER LINE COMPASS NORTH 880
 RL1623'FT.TO THE STATION ON A SMALL RISE TO THE RIGHT OF THE SECTION LINE.
 RL1623'FR 8800 HAS BEEN RE-BUILT, UNABLE TO FIND AZIMUTH MARK FROM THE DESC.
 RL1623'GIVEN.  FROM STATION A STEEL RAIL BEARS S.14 W.  2.3 FT.FROM STATION A
 RL1623'STEEL RAIL BEARS N.64 W.  2.85 FT.FROM R.M.1 A STEEL RAIL BEARS EAST
 RL1623'1.95 FT.FROM R.M.2 A STEEL RAIL BEARS N.35 E. 1.95 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1622 ***********************************************************************
 RL1622  DESIGNATION -  COPPS LOOKOUT TOWER
 RL1622  PID         -  RL1622
 RL1622  STATE/COUNTY-  MI/GOGEBIC
 RL1622  COUNTRY     -  US
 RL1622  USGS QUAD   -  MARENISCO (2017)
 RL1622
 RL1622                         *CURRENT SURVEY CONTROL
 RL1622  ______________________________________________________________________
 RL1622* NAD 83(1994) POSITION- 46 28 18.00132(N) 089 38 59.50330(W)   ADJUSTED
 RL1622  ______________________________________________________________________
 RL1622  GEOID HEIGHT    -        -31.025 (meters)                     GEOID18
 RL1622  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 RL1622  HORZ ORDER      -  THIRD
 RL1622
 RL1622.The horizontal coordinates were established by classical geodetic methods
 RL1622.and adjusted by the National Geodetic Survey in February 1997.
 RL1622
 RL1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1622.GEOID18 height accuracy estimate available here.
 RL1622
 RL1622.Click photographs - Photos may exist for this station.
 RL1622
 RL1622.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1622
 RL1622. The following values were computed from the NAD 83(1994) position.
 RL1622
 RL1622;                    North         East     Units Scale Factor Converg.
 RL1622;SPC MI N     -   191,049.912 7,796,540.683   MT  0.99990811   -1 54 55.1
 RL1622;SPC MI N     -   626,804.17 25,579,201.72   iFT  0.99990811   -1 54 55.1
 RL1622;UTM  16      - 5,149,867.015   296,569.130   MT  1.00010872   -1 55 18.8
 RL1622
 RL1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9656949867(NAD 83)
 RL1622
 RL1622                          SUPERSEDED SURVEY CONTROL
 RL1622
 RL1622  NAD 83(1991)-  46 28 17.99797(N)    089 38 59.50011(W) AD(       ) 3
 RL1622  NAD 83(1986)-  46 28 17.99731(N)    089 38 59.49792(W) AD(       ) 3
 RL1622  NAD 27      -  46 28 18.19000(N)    089 38 58.92700(W) AD(       ) 3
 RL1622
 RL1622.Superseded values are not recommended for survey control.
 RL1622
 RL1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1622.See file dsdata.pdf to determine how the superseded data were derived.
 RL1622
 RL1622_MARKER: 57 = LOOKOUT TOWER
 RL1622
 RL1622  HISTORY     - Date     Condition        Report By
 RL1622  HISTORY     - 1952     FIRST OBSERVED   CGS
 RL1622
 RL1622                          STATION DESCRIPTION
 RL1622
 RL1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1622'THE STATION IS LOCATED ABOUT 13 MILES EAST OF WAKEFIELD, 9-1/2
 RL1622'MILES SOUTHWEST OF BERGLAND AND ABOUT 3.5 MILES WEST OF LAKE
 RL1622'GOGEBIC.
 RL1622'
 RL1622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1622'STATE HIGHWAY 64 WHICH IS 0.6 MILE NORTH OF THE RAILROAD DEPOT
 RL1622'IN MARENISCO, GO EAST ON U.S. HIGHWAY 2 FOR 0.2 MILE TO A
 RL1622'CROSSROAD, TURN LEFT AND GO NORTH FOR 3.7 MILES TO A SIDE
 RL1622'ROAD RIGHT AND A SIGN READING COPPS L.O.T. 4 MILES, TURN RIGHT
 RL1622'AND GO NORTHEAST ON THE DIRT ROAD FOR 2.5 MILES TO A SIDE
 RL1622'ROAD LEFT, TURN LEFT AND GO NORTH-NORTHWEST FOR 2.5 MILES TO
 RL1622'THE END OF THE ROAD AND THE COPPS LOOKOUT TOWER.
 RL1622'
 RL1622'THE STATION IS THE CENTER OF THE COPPS LOOKOUT TOWER WHICH IS A
 RL1622'FOUR LEGGED WOODEN STRUCTURE ABOUT 115 FEET HIGH WITH AN
 RL1622'ENCLOSED CAB ON THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0608 ***********************************************************************
 NE0608  DESIGNATION -  CORNER
 NE0608  PID         -  NE0608
 NE0608  STATE/COUNTY-  MI/WAYNE
 NE0608  COUNTRY     -  US
 NE0608  USGS QUAD   -  DETROIT (2017)
 NE0608
 NE0608                         *CURRENT SURVEY CONTROL
 NE0608  ______________________________________________________________________
 NE0608* NAD 83(1986) POSITION- 42 17 59.     (N) 083 05 39.     (W)   SCALED
 NE0608* NAVD 88 ORTHO HEIGHT -   176.815 (meters)      580.10  (feet) POSTED
 NE0608  ______________________________________________________________________
 NE0608  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 NE0608  DYNAMIC HEIGHT  -        176.76  (meters)      579.9   (feet) COMP
 NE0608  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NE0608
 NE0608  VERT ORDER      -  * POSTED, SEE BELOW
 NE0608
 NE0608.The horizontal coordinates were scaled from a map and have
 NE0608.an estimated accuracy of +/- 6 seconds.
 NE0608
 NE0608.The orthometric height was determined by differential leveling
 NE0608.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NE0608
 NE0608.* This is a POSTED BENCH MARK height.
 NE0608
 NE0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0608.GEOID18 height accuracy estimate available here.
 NE0608
 NE0608.Click photographs - Photos may exist for this station.
 NE0608
 NE0608.The dynamic height is computed by dividing the NAVD 88
 NE0608.geopotential number by the normal gravity value computed on the
 NE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0608.degrees latitude (g = 980.6199 gals.).
 NE0608
 NE0608.The modeled gravity was interpolated from observed gravity values.
 NE0608
 NE0608;                    North         East    Units  Estimated Accuracy
 NE0608;SPC MI S     -    89,630.    4,104,920.      MT  (+/- 180 meters Scaled)
 NE0608
 NE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273851(NAD 83)
 NE0608
 NE0608                          SUPERSEDED SURVEY CONTROL
 NE0608
 NE0608  NGVD 29 (??/??/92)  177.001  (m)          580.71   (f) ADJ UNCH    1 2
 NE0608
 NE0608.Superseded values are not recommended for survey control.
 NE0608
 NE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0608.See file dsdata.pdf to determine how the superseded data were derived.
 NE0608
 NE0608_MARKER: Z = SEE DESCRIPTION
 NE0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0608_SP_SET: CONCRETE FOUNDATION
 NE0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0608
 NE0608  HISTORY     - Date     Condition        Report By
 NE0608  HISTORY     - UNK      MONUMENTED       USLS
 NE0608  HISTORY     - 1954     GOOD             CGS
 NE0608  HISTORY     - 20150812 MARK NOT FOUND   NGS
 NE0608
 NE0608                          STATION DESCRIPTION
 NE0608
 NE0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0608'AT DETROIT.
 NE0608'AT DETROIT, IN EAST PART OF FORT WAYNE MILITARY RESERVATION, AT
 NE0608'PART OF RESERVATION OCCUPIED BY THE U.S. ENGINEERS, A FLAT SURFACE
 NE0608'CUT IN THE TOP OF THE SOUTH CORNER OF CONCRETE FOUNDATION OF A
 NE0608'1-STORY RED BRICK MACHINE SHOP BUILDING AND 0.6 FOOT ABOVE LEVEL
 NE0608'OF SIDE WALK.
 NE0608
 NE0608                          STATION RECOVERY (2015)
 NE0608
 NE0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015
 NE0608'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1200 ***********************************************************************
 RJ1200  DESIGNATION -  CORSON
 RJ1200  PID         -  RJ1200
 RJ1200  STATE/COUNTY-  MI/LUCE
 RJ1200  COUNTRY     -  US
 RJ1200  USGS QUAD   -  AUGER LAKE (2017)
 RJ1200
 RJ1200                         *CURRENT SURVEY CONTROL
 RJ1200  ______________________________________________________________________
 RJ1200* NAD 83(1994) POSITION- 46 26 52.60696(N) 085 35 31.63266(W)   ADJUSTED
 RJ1200* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 RJ1200  ______________________________________________________________________
 RJ1200  GEOID HEIGHT    -        -35.577 (meters)                     GEOID18
 RJ1200  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 RJ1200  HORZ ORDER      -  FIRST
 RJ1200
 RJ1200.The horizontal coordinates were established by classical geodetic methods
 RJ1200.and adjusted by the National Geodetic Survey in February 1997.
 RJ1200
 RJ1200.The orthometric height was scaled from a topographic map.
 RJ1200
 RJ1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1200.GEOID18 height accuracy estimate available here.
 RJ1200
 RJ1200.Click photographs - Photos may exist for this station.
 RJ1200
 RJ1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1200
 RJ1200. The following values were computed from the NAD 83(1994) position.
 RJ1200
 RJ1200;                    North         East     Units Scale Factor Converg.
 RJ1200;SPC MI N     -   185,972.918 8,108,159.834   MT  0.99990685   +1 01 03.4
 RJ1200;SPC MI N     -   610,147.37 26,601,574.26   iFT  0.99990685   +1 01 03.4
 RJ1200;UTM  16      - 5,144,782.300   608,131.792   MT  0.99974372   +1 01 13.6
 RJ1200
 RJ1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1200!SPC MI N     -   0.99996246  x   0.99990685  =   0.99986932
 RJ1200!UTM  16      -   0.99996246  x   0.99974372  =   0.99970619
 RJ1200
 RJ1200:                Primary Azimuth Mark                     Grid Az
 RJ1200:SPC MI N     -  FORDNEY                                  063 04 45.6
 RJ1200:UTM  16      -  FORDNEY                                  063 04 35.4
 RJ1200
 RJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0813144782(NAD 83)
 RJ1200
 RJ1200|---------------------------------------------------------------------|
 RJ1200| PID    Reference Object                     Distance      Geod. Az  |
 RJ1200|                                                           dddmmss.s |
 RJ1200| RJ1165 FORDNEY                             APPROX.17.3 KM 0640549.0 |
 RJ1200| RJ1203 NEWBERRY MUNICIPAL TANK             APPROX.12.5 KM 1480033.0 |
 RJ1200| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.15.0 KM 1520943.5 |
 RJ1200| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.15.0 KM 1523245.0 |
 RJ1200| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.14.9 KM 1545416.1 |
 RJ1200| RJ1206 NEWBERRY RADIO KAX 330 MAST         APPROX.14.2 KM 1545753.6 |
 RJ1200| RJ1208 NEWBERRY RAD KQA 298 KQA 710        APPROX.14.0 KM 1560121.7 |
 RJ1200| RJ1207 NEWBERRY LOOKOUT TOWER              APPROX.14.1 KM 1560606.9 |
 RJ1200| CH1012 CORSON RM 1                          42.590 METERS 18057     |
 RJ1200| CH1013 CORSON RM 2                          10.365 METERS 25518     |
 RJ1200|---------------------------------------------------------------------|
 RJ1200
 RJ1200                          SUPERSEDED SURVEY CONTROL
 RJ1200
 RJ1200  NAD 83(1986)-  46 26 52.60090(N)    085 35 31.62985(W) AD(       ) 1
 RJ1200  NAD 27      -  46 26 52.61265(N)    085 35 31.17475(W) AD(       ) 1
 RJ1200
 RJ1200.Superseded values are not recommended for survey control.
 RJ1200
 RJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1200.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1200
 RJ1200_MARKER: B = BOLT
 RJ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1200+STABILITY: SURFACE MOTION
 RJ1200
 RJ1200  HISTORY     - Date     Condition        Report By
 RJ1200  HISTORY     - 1921     MONUMENTED       USLS
 RJ1200  HISTORY     - 1949     GOOD             USLS
 RJ1200  HISTORY     - 1961     GOOD             CGS
 RJ1200  HISTORY     - 1965     GOOD             CGS
 RJ1200  HISTORY     - 1973     GOOD             USGS
 RJ1200
 RJ1200                          STATION DESCRIPTION
 RJ1200
 RJ1200'DESCRIBED BY US LAKE SURVEY 1921
 RJ1200'STATION IS NORTH-NORTHWEST OF NEWBERRY, IN SW 1/4 SW 1/4 SEC. 20, T.
 RJ1200'47 N., R. 10 W., AND ON KNOLL NORTH OF BUILDINGS ON SHEEP RANCH.
 RJ1200'MARKED BY DOUBLE CONCRETE MONUMENT MARKED U.S.L.S. 1920.  UPPER MARK
 RJ1200'PROJECTS 2 INCHES ABOVE GROUND.  FOLLOWING AZIMUTHS ARE FROM STATION-
 RJ1200'WEST PEAK OF HORSE BARN, 331 DEG 25 MIN, EAST END OF OLD STORE CELLAR,
 RJ1200'3 DEG 05 MIN, WEST PEAK OF BLACKSMITH SHOP, 6 DEG 51 MIN, AND PUMP,
 RJ1200'ACROSS NORTH-AND-SOUTH ROAD, 64 DEG 19 MIN.
 RJ1200
 RJ1200                          STATION RECOVERY (1949)
 RJ1200
 RJ1200'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1200'STATION LOCATED 9 MI. NW OF NEWBERRY, WAS FOUND DISTURBED AND WAS
 RJ1200'RESET OVER THE SUBSURFACE MARK.  MARKED BY A 5/16-IN. IRON BOLT, IN A
 RJ1200'12-IN. CONCRETE MONUMENT 18 IN. LONG AND MARKED USLS 1920.
 RJ1200'
 RJ1200'THE REFERENCE MARKS ARE 6-IN. CONCRETE POSTS 48 IN. LONG WITH BRONZE
 RJ1200'DISKS IN TOP.
 RJ1200'
 RJ1200'REFERENCE MARK 1 IS AT THE W END OF THE FENCE AT THE TREE LINE, BEARS
 RJ1200'S 3 DEG 22 MIN W, 139.73 FT. FROM THE STATION.
 RJ1200'
 RJ1200'REFERENCE MARK 2 IS AT THE NE CORNER OF THE CLUMP OF TREES, BEARS S 77
 RJ1200'DEG 43 MIN W 34.01 FT. FROM THE STATION.
 RJ1200'
 RJ1200'TO REACH THE STATION FROM NEWBERRY, GO N FOR 4 MI. TO FOUR MILE
 RJ1200'CORNER, GO W FOR 4 MI. TO EIGHT MILE CORNER, TURN N FOR 2.0 MI. TO A
 RJ1200'ROAD RIGHT INTO A CLAY PIT.  WALK 500 FT. E THROUGH THE CLAY PIT TO
 RJ1200'THE RUINS OF OLD CAMP FOUNDATIONS IN A CLEARING, THEN 270 FT. N TO THE
 RJ1200'STATION.
 RJ1200
 RJ1200                          STATION RECOVERY (1961)
 RJ1200
 RJ1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 RJ1200'THIS STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, AND ALL WERE
 RJ1200'FOUND TO BE IN GOOD CONDITION.
 RJ1200
 RJ1200                          STATION RECOVERY (1965)
 RJ1200
 RJ1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1200'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 RJ1200'THE DISTANCES TO THE REFERENCE MARKS CHECKED.  NO PREVIOUS DIRECTIONS
 RJ1200'TO THE REFERENCE MARKS WERE AVAILABLE, THEREFORE THEY COULD NOT BE
 RJ1200'CHECKED.
 RJ1200'
 RJ1200'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 RJ1200'
 RJ1200'STATION IS ABOUT 8 MILES NORTHWEST OF NEWBERRY, 9-1/4 MILES NORTHEAST
 RJ1200'OF MCMILLAN AND ON THE PROPERTY OF MR. RICHARD NEWMAN.
 RJ1200'
 RJ1200'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT
 RJ1200'IN NEWBERRY, GO NORTH ON STATE HIGHWAY 123 FOR 4.3 MILES TO A SIDE
 RJ1200'ROAD LEFT (LUCE COUNTY ROAD 407)   TURN LEFT AND GO WEST ON COUNTY
 RJ1200'ROAD 407 FOR 5.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 RJ1200'NORTHERLY ON A GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT
 RJ1200'AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.05 MILE TO A TRACK ROAD
 RJ1200'RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST ON THE TRACK ROAD FOR 0.1
 RJ1200'MILE TO THE END OF THE ROAD.  GO NORTH ACROSS A CLEARED AREA AND ALONG
 RJ1200'THE EAST EDGE OF A WOODS FOR 0.05 MILE TO THE STATION AT THE NORTHWEST
 RJ1200'EDGE OF THE CLEARED AREA.
 RJ1200'
 RJ1200'THE STATION MARK IS A 5/16 INCH IRON BOLT SET IN THE TOP OF A ROUND
 RJ1200'CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH PROJECTS 2 INCHES.  THE
 RJ1200'CONCRETE MONUMENT HAS USLS 1920 INSCRIBED ON ITS TOP.  IT IS 4 FEET
 RJ1200'SOUTH OF A METAL WITNESS POST AND 44 FEET NORTHEAST OF A 12 INCH MAPLE
 RJ1200'TREE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 RJ1200'
 RJ1200'REFERENCE MARK NO. 1, AN ARMY CORPS OF ENGINEERS DISK STAMPED CORSON
 RJ1200'NO 1 1921 139.73 FEET, IS SET IN THE TOP OF ROUND CONCRETE MONUMENT 6
 RJ1200'INCHES IN DIAMETER WHICH PROJECTS 1 INCH.  IT IS 1.5 FEET EAST OF A
 RJ1200'METAL WITNESS POST AND 18 FEET EAST-SOUTHEAST OF A 12 INCH MAPLE TREE.
 RJ1200'
 RJ1200'REFERENCE MARK NO. 2, AN ARMY CORPS OF ENGINEERS DISK STAMPED CORSON
 RJ1200'NO 2 1921 34.01 FEET, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 6
 RJ1200'INCHES IN DIAMETER WHICH PROJECTS 5 INCHES.  IT IS 9 FEET NORTH OF A 6
 RJ1200'INCH MAPLE TREE, 22 FEET NORTH OF A 12 INCH MAPLE TREE AND 34 FEET
 RJ1200'EAST OF THE METAL WITNESS POST.
 RJ1200'
 RJ1200'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1200'
 RJ1200'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RJ1200
 RJ1200                          STATION RECOVERY (1973)
 RJ1200
 RJ1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1200'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 RJ1200'
 RJ1200'ANGLES AND DISTANCES MEASURED O.K.
 RJ1200'
 RJ1200'ORIGINAL DESCRIPTION ADEQUATE.
 RJ1200'
 RJ1200'ALL SURFACE MARKS FOUND O.K.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1242 ***********************************************************************
 NF1242  DESIGNATION -  CORUNNA
 NF1242  PID         -  NF1242
 NF1242  STATE/COUNTY-  MI/SHIAWASSEE
 NF1242  COUNTRY     -  US
 NF1242  USGS QUAD   -  CORUNNA (2017)
 NF1242
 NF1242                         *CURRENT SURVEY CONTROL
 NF1242  ______________________________________________________________________
 NF1242* NAD 83(1994) POSITION- 42 57 20.96917(N) 084 05 22.15752(W)   ADJUSTED
 NF1242* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 NF1242  ______________________________________________________________________
 NF1242  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 NF1242  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 NF1242  HORZ ORDER      -  FIRST
 NF1242
 NF1242.The horizontal coordinates were established by classical geodetic methods
 NF1242.and adjusted by the National Geodetic Survey in February 1997.
 NF1242
 NF1242.The orthometric height was scaled from a topographic map.
 NF1242
 NF1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1242.GEOID18 height accuracy estimate available here.
 NF1242
 NF1242.Click photographs - Photos may exist for this station.
 NF1242
 NF1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1242
 NF1242. The following values were computed from the NAD 83(1994) position.
 NF1242
 NF1242;                    North         East     Units Scale Factor Converg.
 NF1242;SPC MI S     -   161,746.708 4,022,615.455   MT  0.99990764   +0 11 19.1
 NF1242;SPC MI S     -   530,665.05 13,197,557.27   iFT  0.99990764   +0 11 19.1
 NF1242;UTM  16      - 4,760,020.079   737,408.336   MT  1.00029344   +1 59 03.3
 NF1242
 NF1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1242!SPC MI S     -   0.99996494  x   0.99990764  =   0.99987259
 NF1242!UTM  16      -   0.99996494  x   1.00029344  =   1.00025837
 NF1242
 NF1242:                Primary Azimuth Mark                     Grid Az
 NF1242:SPC MI S     -  CORUNNA AZ MK                            071 52 55.2
 NF1242:UTM  16      -  CORUNNA AZ MK                            070 05 11.0
 NF1242
 NF1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3740860020(NAD 83)
 NF1242
 NF1242|---------------------------------------------------------------------|
 NF1242| PID    Reference Object                     Distance      Geod. Az  |
 NF1242|                                                           dddmmss.s |
 NF1242| OJ1038 FLUSHING MUNICIPAL TANK             APPROX.24.3 KM 0592459.5 |
 NF1242| CH0917 CORUNNA AZ MK                                      0720414.3 |
 NF1242| NE1542 DURAND WATER TANK                   APPROX. 9.8 KM 1200152.0 |
 NF1242| NE1541 DURAND GRAND TRUNK RR STACK         APPROX. 8.9 KM 1211515.2 |
 NF1242| NF1240 BANCROFT WATER TANK                 APPROX. 9.2 KM 1664938.7 |
 NF1242| CH0918 CORUNNA RM 1                         89.395 METERS 17413     |
 NF1242| CH0919 CORUNNA RM 2                        178.719 METERS 23827     |
 NF1242| NF1268 OWOSSO WEATHERPROOF BODY TANK       APPROX. 7.9 KM 3003644.9 |
 NF1242| NF1273 OWOSSO AMER MALLEABLE CO TANK       APPROX. 8.0 KM 3012929.8 |
 NF1242| OK0524 OWOSSO MICHIGAN SUGAR CO STK        APPROX. 9.7 KM 3015156.0 |
 NF1242| NF1243 CORUNNA WEATHERPROOF BODY TANK      APPROX. 3.1 KM 3144130.5 |
 NF1242|---------------------------------------------------------------------|
 NF1242
 NF1242                          SUPERSEDED SURVEY CONTROL
 NF1242
 NF1242  NAD 83(1986)-  42 57 20.96752(N)    084 05 22.17898(W) AD(       ) 1
 NF1242  NAD 27      -  42 57 20.87400(N)    084 05 22.30600(W) AD(       ) 1
 NF1242
 NF1242.Superseded values are not recommended for survey control.
 NF1242
 NF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1242.See file dsdata.pdf to determine how the superseded data were derived.
 NF1242
 NF1242_MARKER: DS = TRIANGULATION STATION DISK
 NF1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1242_STAMPING: CORUNNA 1932
 NF1242_MARK LOGO: CGS
 NF1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1242+STABILITY: SURFACE MOTION
 NF1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1242+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 NF1242
 NF1242  HISTORY     - Date     Condition        Report By
 NF1242  HISTORY     - 1932     MONUMENTED       CGS
 NF1242  HISTORY     - 1943     GOOD             CGS
 NF1242  HISTORY     - 1980     GOOD             MIDH
 NF1242  HISTORY     - 20020725 GOOD             LOCENG
 NF1242
 NF1242                          STATION DESCRIPTION
 NF1242
 NF1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1242'ABOUT 1.75 MILES S AND 1-1/2 MILES E OF SHIAWASSEE COUNTY COURTHOUSE
 NF1242'IN CORUNNA, 0.2 MILE W OF OAK GRAVE SCHOOL, ON HIGHEST GROUND IN N-S
 NF1242'FENCELINE BETWEEN PROPERTY OF MRS. WRIGLEY ON E AND R. H.  HARRYMAN ON
 NF1242'W, AND ABOUT 100 YARDS N OF GRAVEL ROAD WHICH RUNS APPROXIMATELY E-W.
 NF1242'TO REACH FROM COURTHOUSE IN CORUNNA, GO S 2.8 MILES ON ROUTE M 17 TO
 NF1242'ROAD TO RIGHT (W)  TURN RIGHT ONTO THIS ROAD, AND GO 0.3 MILE TO
 NF1242'STATION SITE IN FENCELINE LEADING N.
 NF1242'
 NF1242'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 NF1242'NOTES 1A AND 7A.  UPPER MARK PROJECTS 5 INCHES.  REFERENCE AND AZIMUTH
 NF1242'MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF1242'
 NF1242'REFERENCE MARK 1 PROJECTS 6 INCHES, IS 23 FEET N OF THE CENTER LINE OF
 NF1242'THE ROAD, 4 FEET N OF AN OAK TREE, ABOUT 40 FEET E OF THE SW CORNER OF
 NF1242'FIELD, AND 293.35 FEET (SLOPE) FROM STATION IN AZIMUTH 354 DEG 13 MIN.
 NF1242'
 NF1242'REFERENCE MARK 2 PROJECTS 6 INCHES, IS 1 FOOT N OF N RIGHT- OF-WAY
 NF1242'FENCE OF ROAD, 27 FEET N OF CENTER LINE OF ROAD, 2 FEET E OF SW FENCE
 NF1242'CORNER, ABOUT 40 YARDS SE OF SE CORNER OF BARN, AND APPROXIMATELY 587
 NF1242'FEET FROM STATION IN AZIMUTH 58 DEG 26 MIN. 39 SEC.
 NF1242'
 NF1242'AZIMUTH MARK PROJECTS 4 INCHES, IS 24 FEET NE OF CENTER LINE OF ROUTE
 NF1242'M 71, IN RANGE WITH ROW OF POLES, ABOUT 90 FEET N OF LARGE OAK TREE,
 NF1242'AND APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 252 DEG 04 MIN 10
 NF1242'SEC.
 NF1242
 NF1242                          STATION RECOVERY (1943)
 NF1242
 NF1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 NF1242'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 NF1242'A VARIATION WAS FOUND IN THE 1932 DESCRIPTION AND A COMPLETE NEW
 NF1242'DESCRIPTION FOLLOWS-
 NF1242'
 NF1242'IT IS LOCATED ABOUT 1.75 MILES S AND 1.5 MILES E OF THE VILLAGE OF
 NF1242'CORUNNA, 0.3 MILE W OF THE OLD STATE HIGHWAY 71, ABOUT 100 YARDS N OF
 NF1242'THE HIBBARD ROAD, ON LAND OWNED BY MRS. LILAH JEFFERY.  IT IS 30.7
 NF1242'FEET S OF THE NE CORNER FENCEPOST OF A FIELD, 2.4 FEET S OF A
 NF1242'REFERENCE POST.  STAMPED CORUNNA 1932.  NOTES 1A AND 7A.
 NF1242'
 NF1242'REFERENCE MARK 1 IS 89.395 METERS (293.29 FEET) SSE OF THE STATION,
 NF1242'44.3 FEET E OF THE SW CORNER FENCEPOST OF A CULTIVATED FIELD, 31.2
 NF1242'FEET N OF THE CENTER LINE OF THE HIBBARD ROAD.  IT IS ABOUT 20 FEET
 NF1242'LOWER IN ELEVATION THAT THE STATION MARK.  STAMPED CORUNNA NO 1 1932.
 NF1242'NOTE 11A.
 NF1242'
 NF1242'REFERENCE MARK 2 IS 178.719 METERS (586.35 FEET) SW OF THE STATION,
 NF1242'125 FEET E OF A.J. GOODALL MAILBOX, 29.8 FEET N OF THE CENTER LINE OF
 NF1242'THE HIBBARD ROAD, 2.3 FEET NE OF THE SW CORNER FENCEPOST OF A FIELD.
 NF1242'THE MARK IS ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 NF1242'STAMPED CORUNNA NO 2 1932.  NOTE 11A.
 NF1242'
 NF1242'THE AZIMUTH MARK IS 0.25 MILE SE OF THE STATION, 93 FEET N OF A 3-FOOT
 NF1242'OAK TREE, 32.3 FEET S OF A POLE, 27 FEET SE OF THE CENTER LINE OF A
 NF1242'GRAVELED ROAD THAT WAS STATE HIGHWAY 71, 1.8 FEET N OF A REFERENCE
 NF1242'POST.  THE MARK IS FLUSH WITH THE GROUND.  IT IS A REFERENCE DISK AND
 NF1242'IS STAMPED CORUNNA AZIMUTH 1932.  NOTE 11B.
 NF1242'
 NF1242'TO REACH THE STATION FROM THE CORUNNA POST OFFICE, GO S ON HIGHWAY 71
 NF1242'FOR 0.7 MILE TO A GRAVELED ROAD RIGHT WHICH IS JUST BEFORE REACHING A
 NF1242'RAILROAD CROSSING, HERE TURN RIGHT ON GRAVELED ROAD AND GO 2.0 MILES
 NF1242'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 NF1242'FOR 0.2 MILE TO THE HIBBARD ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 NF1242'A GAP IN AN E-W FENCELINE, HERE TURN RIGHT THROUGH FIELD FOR ABOUT 100
 NF1242'YARDS TO THE STATION AS DESCRIBED.
 NF1242
 NF1242                          STATION RECOVERY (1980)
 NF1242
 NF1242'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NF1242'THE STATION MARK ALONG WITH ALL OTHER MARKS WERE FOUND IN GOOD
 NF1242'CONDITION.  THE AZIMUTH MARK WAS ALSO FOUND IN GOOD CONDITION.  THE TO
 NF1242'REACH AND DESCRIPTION ARE ADEQUATE.  THE DIRECTIONS AND DISTANCES WERE
 NF1242'NOT CHECKED.
 NF1242
 NF1242                          STATION RECOVERY (2002)
 NF1242
 NF1242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF1242'STATION FOUND BUT IT IS GENERALLY NOT SUITABLE FOR GPS DUE TO
 NF1242'DECIDUOUS TREE COVER 12 TO 15 FEET TALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0141 ***********************************************************************
 RJ0141  DESIGNATION -  COUL
 RJ0141  PID         -  RJ0141
 RJ0141  STATE/COUNTY-  MI/CHIPPEWA
 RJ0141  COUNTRY     -  US
 RJ0141  USGS QUAD   -  SHALLOWS (2017)
 RJ0141
 RJ0141                         *CURRENT SURVEY CONTROL
 RJ0141  ______________________________________________________________________
 RJ0141* NAD 83(1986) POSITION- 46 27 15.     (N) 084 24 20.     (W)   SCALED
 RJ0141* NAVD 88 ORTHO HEIGHT -   216.564 (meters)      710.51  (feet) ADJUSTED
 RJ0141  ______________________________________________________________________
 RJ0141  GEOID HEIGHT    -        -36.541 (meters)                     GEOID18
 RJ0141  DYNAMIC HEIGHT  -        216.576 (meters)      710.55  (feet) COMP
 RJ0141  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RJ0141
 RJ0141  VERT ORDER      -  FIRST     CLASS 0
 RJ0141
 RJ0141.The horizontal coordinates were scaled from a map and have
 RJ0141.an estimated accuracy of +/- 6 seconds.
 RJ0141
 RJ0141.The orthometric height was determined by differential leveling and
 RJ0141.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0141.in June 1991.
 RJ0141
 RJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0141.GEOID18 height accuracy estimate available here.
 RJ0141
 RJ0141.Click photographs - Photos may exist for this station.
 RJ0141
 RJ0141.The dynamic height is computed by dividing the NAVD 88
 RJ0141.geopotential number by the normal gravity value computed on the
 RJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0141.degrees latitude (g = 980.6199 gals.).
 RJ0141
 RJ0141.The modeled gravity was interpolated from observed gravity values.
 RJ0141
 RJ0141;                    North         East    Units  Estimated Accuracy
 RJ0141;SPC MI N     -   188,970.    8,199,270.      MT  (+/- 180 meters Scaled)
 RJ0141
 RJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS992477(NAD 83)
 RJ0141
 RJ0141                          SUPERSEDED SURVEY CONTROL
 RJ0141
 RJ0141  NGVD 29 (??/??/92)  216.52   (m)          710.4    (f) COMPUTED    1 0
 RJ0141
 RJ0141.Superseded values are not recommended for survey control.
 RJ0141
 RJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0141
 RJ0141_MARKER: I = METAL ROD
 RJ0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0141_PROJECTION: RECESSED 23 CENTIMETERS
 RJ0141_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0141+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 RJ0141
 RJ0141  HISTORY     - Date     Condition        Report By
 RJ0141  HISTORY     - 1971     MONUMENTED       NONE
 RJ0141  HISTORY     - 1972     GOOD             USLS
 RJ0141  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0141  HISTORY     - 20080813 GOOD             INDIV
 RJ0141
 RJ0141                          STATION DESCRIPTION
 RJ0141
 RJ0141'DESCRIBED BY US LAKE SURVEY 1972
 RJ0141'1.1 MI N FROM SAULT STE MARIE.
 RJ0141'COUL IS IN CHIPPEWA COUNTY, MICHIGAN, 1.1 MILES NORTH OF
 RJ0141'4-1/2-MILE ROAD, 0.6 MILE SOUTH OF INTERSECTION OF 3-MILE AND
 RJ0141'BAKER ROADS, 63 FEET WEST OF CENTERLINE OF BAKER ROAD, 27.0
 RJ0141'FEET NORTHEAST OF NORTHWEST CORNER OF DWELLING OCCUPIED BY M.
 RJ0141'COULLIRD, 7.3 FEET SOUTHWEST OF A FLAGPOLE, 6.7 FEET NORTH OF
 RJ0141'NORTHEAST CORNER AND IN LINE WITH EAST FACE OF DWELLING, 3/4-FOOT
 RJ0141'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0141'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET LONG.
 RJ0141
 RJ0141                          STATION RECOVERY (1983)
 RJ0141
 RJ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0141'NOT RECOVERED.
 RJ0141
 RJ0141                          STATION RECOVERY (2008)
 RJ0141
 RJ0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CMP)
 RJ0141'THE ADDRESS OF THE DWELLING REFERENCED IN THE DESCRIPTION IS 3552
 RJ0141'BAKER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0013 ***********************************************************************
 QK0013  DESIGNATION -  COUNTY
 QK0013  PID         -  QK0013
 QK0013  STATE/COUNTY-  MI/CHEBOYGAN
 QK0013  COUNTRY     -  US
 QK0013  USGS QUAD   -  CHEBOYGAN (2017)
 QK0013
 QK0013                         *CURRENT SURVEY CONTROL
 QK0013  ______________________________________________________________________
 QK0013* NAD 83(1986) POSITION- 45 37 47.6    (N) 084 28 50.6    (W)   HD_HELD2
 QK0013* NAVD 88 ORTHO HEIGHT -   187.830 (meters)      616.24  (feet) ADJUSTED
 QK0013  ______________________________________________________________________
 QK0013  GEOID HEIGHT    -        -35.919 (meters)                     GEOID18
 QK0013  DYNAMIC HEIGHT  -        187.828 (meters)      616.23  (feet) COMP
 QK0013  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QK0013
 QK0013  VERT ORDER      -  FIRST     CLASS I
 QK0013
 QK0013.The horizontal coordinates were established by autonomous hand held GPS
 QK0013.observations and have an estimated accuracy of +/- 10 meters.
 QK0013
 QK0013.The orthometric height was determined by differential leveling and
 QK0013.adjusted by the NATIONAL GEODETIC SURVEY
 QK0013.in June 1991.
 QK0013
 QK0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0013.GEOID18 height accuracy estimate available here.
 QK0013
 QK0013.Click photographs - Photos may exist for this station.
 QK0013
 QK0013.The dynamic height is computed by dividing the NAVD 88
 QK0013.geopotential number by the normal gravity value computed on the
 QK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0013.degrees latitude (g = 980.6199 gals.).
 QK0013
 QK0013.The modeled gravity was interpolated from observed gravity values.
 QK0013
 QK0013;                    North         East    Units  Estimated Accuracy
 QK0013;SPC MI C     -   257,058.    5,991,106.      MT  (+/- 10 meters HH2 GPS)
 QK0013
 QK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9636856013(NAD 83)
 QK0013
 QK0013                          SUPERSEDED SURVEY CONTROL
 QK0013
 QK0013.No superseded survey control is available for this station.
 QK0013
 QK0013_MARKER: DB = BENCH MARK DISK
 QK0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0013_SP_SET: BUILDING
 QK0013_STAMPING: COUNTY AC LSC 1973
 QK0013_MARK LOGO: CGS
 QK0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0013+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2018
 QK0013
 QK0013  HISTORY     - Date     Condition        Report By
 QK0013  HISTORY     - 1973     MONUMENTED       NOS
 QK0013  HISTORY     - 1973     GOOD             USLS
 QK0013  HISTORY     - 1983     GOOD             NGS
 QK0013  HISTORY     - 20180713 GOOD             USPSQD
 QK0013
 QK0013                          STATION DESCRIPTION
 QK0013
 QK0013'DESCRIBED BY US LAKE SURVEY 1973
 QK0013'IN CHEBOYGAN.
 QK0013'COUNTY IS IN CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 1.0 MILE SOUTHERLY
 QK0013'ALONG HWYS. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN
 QK0013'CHEBOYGAN, 214 FEET WEST OF CENTER LINE OF M-27 AND M-33, IN
 QK0013'NORTH FACE AND 47.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 QK0013'COUNTY BUILDING, 2.4 FEET EAST OF WEST CORNER WHICH IS JUST
 QK0013'WEST OF THE NORTH ENTRANCE TO THE BUILDING, 4-FEET ABOVE THE
 QK0013'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 QK0013'THE BRICK WALL.  NOTE-- PREV. DESIG. COUNTY 1973.
 QK0013
 QK0013                          STATION RECOVERY (1983)
 QK0013
 QK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0013'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 27 (MAIN STREET) FROM THE
 QK0013'POST OFFICE AT THE COUNTY BUILDING, THE DISK IS SET VERTICALLY IN THE
 QK0013'NORTH FACE OF THE BRICK WALL AND ABOUT 1.2 METERS (4.0 FT) ABOVE THE
 QK0013'GROUND, 65.22 METERS (214.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 27,
 QK0013'14.32 METERS (47.0 FT) WEST OF THE NORTHEAST CORNER OF THE COUNTY
 QK0013'BUILDING, AND 0.73 METER (2.4 FT) EAST OF THE WEST CORNER WHICH IS
 QK0013'JUST WEST OF THE NORTH ENTRANCE TO THE BUILDING.  STAMPING IS--COUNTY
 QK0013'AC LSC 1973.
 QK0013
 QK0013                          STATION RECOVERY (2018)
 QK0013
 QK0013'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0189 ***********************************************************************
 QK0189  DESIGNATION -  COURT
 QK0189  PID         -  QK0189
 QK0189  STATE/COUNTY-  MI/CHEBOYGAN
 QK0189  COUNTRY     -  US
 QK0189  USGS QUAD   -  SAINT IGNACE (2017)
 QK0189
 QK0189                         *CURRENT SURVEY CONTROL
 QK0189  ______________________________________________________________________
 QK0189* NAD 83(1986) POSITION- 45 45 19.     (N) 084 42 00.     (W)   SCALED
 QK0189* NAVD 88 ORTHO HEIGHT -   183.059 (meters)      600.59  (feet) ADJUSTED
 QK0189  ______________________________________________________________________
 QK0189  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 QK0189  DYNAMIC HEIGHT  -        183.063 (meters)      600.60  (feet) COMP
 QK0189  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 QK0189
 QK0189  VERT ORDER      -  FIRST     CLASS I
 QK0189
 QK0189.The horizontal coordinates were scaled from a map and have
 QK0189.an estimated accuracy of +/- 6 seconds.
 QK0189
 QK0189.The orthometric height was determined by differential leveling and
 QK0189.adjusted by the NATIONAL GEODETIC SURVEY
 QK0189.in June 1991.
 QK0189
 QK0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0189.GEOID18 height accuracy estimate available here.
 QK0189
 QK0189.Click photographs - Photos may exist for this station.
 QK0189
 QK0189.The dynamic height is computed by dividing the NAVD 88
 QK0189.geopotential number by the normal gravity value computed on the
 QK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0189.degrees latitude (g = 980.6199 gals.).
 QK0189
 QK0189.The modeled gravity was interpolated from observed gravity values.
 QK0189
 QK0189;                    North         East    Units  Estimated Accuracy
 QK0189;SPC MI C     -   271,040.    5,974,070.      MT  (+/- 180 meters Scaled)
 QK0189
 QK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR788694(NAD 83)
 QK0189
 QK0189                          SUPERSEDED SURVEY CONTROL
 QK0189
 QK0189.No superseded survey control is available for this station.
 QK0189
 QK0189_MARKER: I = METAL ROD
 QK0189_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0189+WITH SETTING: INTO GROUND
 QK0189_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0189
 QK0189  HISTORY     - Date     Condition        Report By
 QK0189  HISTORY     - 1973     MONUMENTED       USLS
 QK0189  HISTORY     - 1973     GOOD             USLS
 QK0189  HISTORY     - 20230802 MARK NOT FOUND   MIDT
 QK0189
 QK0189                          STATION DESCRIPTION
 QK0189
 QK0189'DESCRIBED BY US LAKE SURVEY 1973
 QK0189'2.4 MI SE FROM MACKINAW CITY.
 QK0189'COURT IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.4 MILES SOUTHEAST ALONG
 QK0189'HWY. U.S. 23, FROM THE INTERSECTION OF LANGLADE ST. AND CENTRAL
 QK0189'AVE. IN MACKINAW CITY, 82 FEET EAST OF CENTER LINE OF THE
 QK0189'MACKINAC MOTOR COURT ON THE LAKE ENTRANCE DRIVE, 80 FEET NORTHEAST
 QK0189'OF CENTER LINE OF HWY. U.S. 23, 4.0 FEET SOUTHEAST OF SOUTHWEST
 QK0189'CORNER OF PORCH ATTACHED TO MOTEL, 1.3 FEET SOUTH OF SOUTHWEST
 QK0189'CORNER OF MOTEL, 1/2 FOOT BELOW THE GROUND SURFACE, BEING
 QK0189'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER-COATED STEEL
 QK0189'ROD, 9 FEET LONG.  NOTE-- PREV. DESIG. COURT 1973.
 QK0189
 QK0189                          STATION RECOVERY (2023)
 QK0189
 QK0189'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0189'ASSUMED DESTROYED WHEN MACKINAW MOTOR COURT WAS REMODELED AND BECAME
 QK0189'THE MACKINAW LAKE TRAIL MOTEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1587 ***********************************************************************
 RL1587  DESIGNATION -  COVINGTON
 RL1587  PID         -  RL1587
 RL1587  STATE/COUNTY-  MI/BARAGA
 RL1587  COUNTRY     -  US
 RL1587  USGS QUAD   -  COVINGTON (2017)
 RL1587
 RL1587                         *CURRENT SURVEY CONTROL
 RL1587  ______________________________________________________________________
 RL1587* NAD 83(1994) POSITION- 46 33 08.21664(N) 088 32 13.43179(W)   ADJUSTED
 RL1587* NAVD 88 ORTHO HEIGHT -   535.1   (meters)     1756.    (feet) VERTCON3
 RL1587  ______________________________________________________________________
 RL1587  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 RL1587  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 RL1587  HORZ ORDER      -  FIRST
 RL1587
 RL1587.The horizontal coordinates were established by classical geodetic methods
 RL1587.and adjusted by the National Geodetic Survey in February 1997.
 RL1587
 RL1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1587
 RL1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1587.GEOID18 height accuracy estimate available here.
 RL1587
 RL1587.Click photographs - Photos may exist for this station.
 RL1587
 RL1587.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1587
 RL1587. The following values were computed from the NAD 83(1994) position.
 RL1587
 RL1587;                    North         East     Units Scale Factor Converg.
 RL1587;SPC MI N     -   197,752.151 7,882,141.657   MT  0.99991367   -1 06 39.5
 RL1587;SPC MI N     -   648,793.15 25,860,044.81   iFT  0.99991367   -1 06 39.5
 RL1587;UTM  16      - 5,156,560.396   382,171.991   MT  0.99977065   -1 06 57.7
 RL1587
 RL1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1587!SPC MI N     -   0.99992128  x   0.99991367  =   0.99983496
 RL1587!UTM  16      -   0.99992128  x   0.99977065  =   0.99969195
 RL1587
 RL1587:                Primary Azimuth Mark                     Grid Az
 RL1587:SPC MI N     -  COVINGTON AZ MK                          233 11 50.1
 RL1587:UTM  16      -  COVINGTON AZ MK                          233 12 08.3
 RL1587
 RL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8217156560(NAD 83)
 RL1587
 RL1587|---------------------------------------------------------------------|
 RL1587| PID    Reference Object                     Distance      Geod. Az  |
 RL1587|                                                           dddmmss.s |
 RL1587| RL1526 HERMAN MICH BELL NEW MICROWAVE      APPROX.17.0 KM 0435049.2 |
 RL1587| RL1589 COVINGTON LOOKOUT                    18.050 METERS 09537     |
 RL1587| CJ2403 COVINGTON AZ MK                                    2320510.6 |
 RL1587| CJ2404 COVINGTON RM 1                       20.925 METERS 26816     |
 RL1587|---------------------------------------------------------------------|
 RL1587
 RL1587                          SUPERSEDED SURVEY CONTROL
 RL1587
 RL1587  NAD 83(1986)-  46 33 08.21113(N)    088 32 13.42500(W) AD(       ) 1
 RL1587  NAD 27      -  46 33 08.42218(N)    088 32 12.92698(W) AD(       ) 1
 RL1587  NGVD 29 (07/19/86)  535.1    (m)         1756.     (f) VERT ANG       
 RL1587
 RL1587.Superseded values are not recommended for survey control.
 RL1587
 RL1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1587.See file dsdata.pdf to determine how the superseded data were derived.
 RL1587
 RL1587_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1587_STAMPING: COVINGTON 1975
 RL1587_MARK LOGO: NGS
 RL1587_PROJECTION: FLUSH
 RL1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1587+STABILITY: SURFACE MOTION
 RL1587
 RL1587  HISTORY     - Date     Condition        Report By
 RL1587  HISTORY     - 1975     MONUMENTED       NGS
 RL1587  HISTORY     - 20070824 GOOD             GEOCAC
 RL1587
 RL1587                          STATION DESCRIPTION
 RL1587
 RL1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1587'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 RL1587'
 RL1587'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 RL1587'
 RL1587'STATION IS ABOUT 9-1/4 MILES WEST-SOUTHWEST OF MESTORIA, 8 MILES
 RL1587'SOUTHWEST OF HERMAN, 6 MILES EAST-NORTHEAST OF SIDNAW, 3/4 MILE
 RL1587'NORTHWEST OF COVINGTON AND ON A HIGH HILL WHERE THE COVINGTON
 RL1587'LOOKOUT TOWER WAS PREVIOUSLY LOCATED.  THE LAND IS OWNED BY THE
 RL1587'MICHIGAN DEPARTMENT OF NATURAL RESOURCES, PERMISSION GRANTED BY
 RL1587'MR. LEROY A. STEVENS, SUPERVISOR BARAGA STATE FOREST.
 RL1587'
 RL1587'TO REACH FROM THE POST OFFICE IN COVINGTON, GO NORTH ON
 RL1587'U.S. HIGHWAY 141 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY
 RL1587'28.  TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO A GRAVELED ROAD
 RL1587'LEFT.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO A GRAVELED ROAD LEFT
 RL1587'(NORTHEAST OF VFW BUILDING).  BEAR LEFT AND GO NORTH FOR 0.05
 RL1587'MILE TO A FORK.  TURN LEFT AND GO WEST FOR 0.15 MILE TO A TRACK
 RL1587'ROAD RIGHT.  (CONTINUE WEST ON GRAVELED ROAD FOR 0.25 MILE TO
 RL1587'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD.) TURN RIGHT AND
 RL1587'GO NORTH AND WEST FOLLOWING TRACK ROAD FOR 0.2 MILE TO THE TOP
 RL1587'OF THE HILL AND THE STATION.
 RL1587'
 RL1587'STATION MARKS ARE STANDARD DISKS STAMPED COVINGTON 1975.  THE
 RL1587'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1587'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET
 RL1587'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 RL1587'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1587'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 RL1587'
 RL1587'COVINGTON LOT USGS, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 RL1587'COVINGTON LOOKOUT 1951 R 1959, IS SET IN THE TOP OF A 4 BY 4-INCH
 RL1587'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET
 RL1587'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 RL1587'
 RL1587'REFERENCE MARK 1, A STANDARD DISK STAMPED COVINGTON NO 1 1975,
 RL1587'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 RL1587'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 RL1587'NORTHEAST OF A TWIN TRUNKED MAPLE TREE AND 2 FEET EAST OF A METAL
 RL1587'WITNESS POST WITH A SIGN ATTACHED.
 RL1587'
 RL1587'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED COVINGTON
 RL1587'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1587'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 RL1587'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9 FEET
 RL1587'NORTHWEST OF A 20-INCH MAPLE TREE, 3.2 FEET SOUTHEAST OF A METAL
 RL1587'WITNESS POST WITH SIGN ATTACHED AND 2 FEET EAST OF A FENCELINE.
 RL1587'
 RL1587'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 RL1587
 RL1587                          STATION RECOVERY (2007)
 RL1587
 RL1587'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL1587'STATION MARK, RM 1 AND COVINGTON LOOKOUT ALL RECOVERED IN GOOD
 RL1587'CONDITION. STAMPING ON COVINGTON LOOKOUT, RL1589, ACTUALLY READS
 RL1587'COVINGTON LOOKOUT 1939 R 1951.
 RL1587'
 RL1587'THE DITCH ALONG THE GRAVELED ROAD WAS RECENTLY GRADED FOR DRAINAGE.
 RL1587'THE MARK MAY BE BURIED OR DESTROYED.
 RL1587'
 RL1587'STATION IS NOW LOCATED ON PRIVATE PROPERTY AT 13335 BESONEN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1589 ***********************************************************************
 RL1589  DESIGNATION -  COVINGTON LOOKOUT
 RL1589  PID         -  RL1589
 RL1589  STATE/COUNTY-  MI/BARAGA
 RL1589  COUNTRY     -  US
 RL1589  USGS QUAD   -  COVINGTON (2017)
 RL1589
 RL1589                         *CURRENT SURVEY CONTROL
 RL1589  ______________________________________________________________________
 RL1589* NAD 83(1994) POSITION- 46 33 08.15948(N) 088 32 12.58853(W)   ADJUSTED
 RL1589* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) VERTCON3
 RL1589  ______________________________________________________________________
 RL1589  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 RL1589  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 RL1589  HORZ ORDER      -  THIRD
 RL1589
 RL1589.The horizontal coordinates were established by classical geodetic methods
 RL1589.and adjusted by the National Geodetic Survey in February 1997.
 RL1589
 RL1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1589
 RL1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1589.GEOID18 height accuracy estimate available here.
 RL1589
 RL1589.Click photographs - Photos may exist for this station.
 RL1589
 RL1589.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1589
 RL1589. The following values were computed from the NAD 83(1994) position.
 RL1589
 RL1589;                    North         East     Units Scale Factor Converg.
 RL1589;SPC MI N     -   197,750.038 7,882,159.581   MT  0.99991367   -1 06 38.9
 RL1589;SPC MI N     -   648,786.21 25,860,103.61   iFT  0.99991367   -1 06 38.9
 RL1589;UTM  16      - 5,156,558.282   382,189.913   MT  0.99977060   -1 06 57.1
 RL1589
 RL1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1589!SPC MI N     -   0.99992114  x   0.99991367  =   0.99983482
 RL1589!UTM  16      -   0.99992114  x   0.99977060  =   0.99969176
 RL1589
 RL1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8218956558(NAD 83)
 RL1589
 RL1589                          SUPERSEDED SURVEY CONTROL
 RL1589
 RL1589  NAD 83(1986)-  46 33 08.15397(N)    088 32 12.58174(W) AD(       ) 3
 RL1589  NAD 27      -  46 33 08.36502(N)    088 32 12.08375(W) AD(       ) 3
 RL1589  NGVD 29 (07/19/86)  536.     (m)         1759.     (f) VERT ANG       
 RL1589
 RL1589.Superseded values are not recommended for survey control.
 RL1589
 RL1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1589.See file dsdata.pdf to determine how the superseded data were derived.
 RL1589
 RL1589_MARKER: DB = BENCH MARK DISK
 RL1589_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1589_STAMPING: 1939 R 1951 COVINGTON LOOKOUT
 RL1589_MARK LOGO: USGS
 RL1589_PROJECTION: FLUSH
 RL1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1589
 RL1589  HISTORY     - Date     Condition        Report By
 RL1589  HISTORY     - 1975     MONUMENTED       USGS
 RL1589  HISTORY     - 20070824 GOOD             GEOCAC
 RL1589
 RL1589                          STATION DESCRIPTION
 RL1589
 RL1589'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 RL1589'THE STATION IS LOCATED 8 MILES SOUTHWEST OF HERMAN, 6 MILES
 RL1589'EAST-NORTHEAST OF SIDNAW, 3/4 MILE NORTHWEST OF COVINGTON ON A HIGH
 RL1589'HILL WHERE THE COVINGTON LOOKOUT TOWER PREVIOUSLY STOOD, ON
 RL1589'PROPERTY OWNED BY THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RL1589'
 RL1589'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 RL1589'COVINGTON, DISTANCE BEING 59.22 FEET OR 18.050 METERS EAST OF
 RL1589'STATION COVINGTON.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK
 RL1589'STAMPED COVINGTON LOOKOUT 1951 R 1959, SET IN THE TOP OF A 4-INCH
 RL1589'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 RL1589'IT IS 2 FEET WEST OF A METAL WITNESS POST AND UNDER THE PREVIOUS
 RL1589'CENTER OF THE COVINGTON LOOKOUT TOWER.
 RL1589
 RL1589                          STATION RECOVERY (2007)
 RL1589
 RL1589'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL1589'STATION MARK RECOVERED AS DESCRIBED, WITH THE EXCEPTION THAT THE
 RL1589'STAMPING ACTUALLY READS COVINGTON LOOKOUT 1939 R 1951.
 RL1589'
 RL1589'NOTE--STATION IS NOW LOCATED ON PRIVATE PROPERTY AT 13335 BESONEN
 RL1589'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1586 ***********************************************************************
 RL1586  DESIGNATION -  COVINGTON NORTH NAT GAS MAST
 RL1586  PID         -  RL1586
 RL1586  STATE/COUNTY-  MI/BARAGA
 RL1586  COUNTRY     -  US
 RL1586  USGS QUAD   -  COVINGTON (2017)
 RL1586
 RL1586                         *CURRENT SURVEY CONTROL
 RL1586  ______________________________________________________________________
 RL1586* NAD 83(1994) POSITION- 46 33 28.57573(N) 088 30 17.11609(W)   ADJUSTED
 RL1586  ______________________________________________________________________
 RL1586  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 RL1586  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 RL1586  HORZ ORDER      -  THIRD
 RL1586
 RL1586.The horizontal coordinates were established by classical geodetic methods
 RL1586.and adjusted by the National Geodetic Survey in February 1997.
 RL1586
 RL1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1586.GEOID18 height accuracy estimate available here.
 RL1586
 RL1586.Click photographs - Photos may exist for this station.
 RL1586
 RL1586.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1586
 RL1586. The following values were computed from the NAD 83(1994) position.
 RL1586
 RL1586;                    North         East     Units Scale Factor Converg.
 RL1586;SPC MI N     -   198,333.106 7,884,630.733   MT  0.99991414   -1 05 15.4
 RL1586;SPC MI N     -   650,699.17 25,868,211.07   iFT  0.99991414   -1 05 15.4
 RL1586;UTM  16      - 5,157,141.046   384,660.754   MT  0.99976352   -1 05 33.6
 RL1586
 RL1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8466057141(NAD 83)
 RL1586
 RL1586                          SUPERSEDED SURVEY CONTROL
 RL1586
 RL1586  NAD 83(1986)-  46 33 28.57084(N)    088 30 17.10871(W) AD(       ) 3
 RL1586  NAD 27      -  46 33 28.78400(N)    088 30 16.60169(W) AD(       ) 3
 RL1586
 RL1586.Superseded values are not recommended for survey control.
 RL1586
 RL1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1586.See file dsdata.pdf to determine how the superseded data were derived.
 RL1586
 RL1586_MARKER: 42 = RADIO/TV MAST
 RL1586
 RL1586  HISTORY     - Date     Condition        Report By
 RL1586  HISTORY     - 1975     FIRST OBSERVED   NGS
 RL1586  HISTORY     - 19990920 GOOD             USPSQD
 RL1586
 RL1586                          STATION DESCRIPTION
 RL1586
 RL1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RL1586'THE STATION IS THE RED LIGHT ATOP THE COVINGTON NORTHERN NATURAL
 RL1586'GAS COMPANY RADIO MAST.  IT IS A TRIANGULAR STEEL STRUCTURE,
 RL1586'GUYED, PAINTED ALTERNATELY RED AND WHITE AND IS 240 FEET IN
 RL1586'HEIGHT.
 RL1586'
 RL1586'IT IS LOCATED ABOUT 2 MILES NORTHEAST OF COVINGTON.
 RL1586'
 RL1586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE
 RL1586'HIGHWAY 28 AT THE NORTH EDGE OF COVINGTON, GO NORTHEAST ON
 RL1586'U.S. HIGHWAY 141 AND STATE HIGHWAY 28 FOR 1.4 MILES TO AN ANGLE
 RL1586'CROSSROAD.  TURN SHARP RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 RL1586'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.3
 RL1586'MILE TO THE MAST ON THE LEFT.
 RL1586
 RL1586                          STATION RECOVERY (1999)
 RL1586
 RL1586'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1588 ***********************************************************************
 RL1588  DESIGNATION -  COVINGTON TV STA WGN MAST
 RL1588  PID         -  RL1588
 RL1588  STATE/COUNTY-  MI/BARAGA
 RL1588  COUNTRY     -  US
 RL1588  USGS QUAD   -  COVINGTON (2017)
 RL1588
 RL1588                         *CURRENT SURVEY CONTROL
 RL1588  ______________________________________________________________________
 RL1588* NAD 83(1994) POSITION- 46 32 02.34726(N) 088 32 36.26167(W)   ADJUSTED
 RL1588  ______________________________________________________________________
 RL1588  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 RL1588  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 RL1588  HORZ ORDER      -  THIRD
 RL1588
 RL1588.The horizontal coordinates were established by classical geodetic methods
 RL1588.and adjusted by the National Geodetic Survey in February 1997.
 RL1588
 RL1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1588.GEOID18 height accuracy estimate available here.
 RL1588
 RL1588.Click photographs - Photos may exist for this station.
 RL1588
 RL1588.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1588
 RL1588. The following values were computed from the NAD 83(1994) position.
 RL1588
 RL1588;                    North         East     Units Scale Factor Converg.
 RL1588;SPC MI N     -   195,728.226 7,881,615.862   MT  0.99991224   -1 06 56.0
 RL1588;SPC MI N     -   642,152.97 25,858,319.76   iFT  0.99991224   -1 06 56.0
 RL1588;UTM  16      - 5,154,536.802   381,646.098   MT  0.99977218   -1 07 13.1
 RL1588
 RL1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8164654536(NAD 83)
 RL1588
 RL1588                          SUPERSEDED SURVEY CONTROL
 RL1588
 RL1588  NAD 83(1986)-  46 32 02.34241(N)    088 32 36.25480(W) AD(       ) 3
 RL1588  NAD 27      -  46 32 02.55215(N)    088 32 35.75645(W) AD(       ) 3
 RL1588
 RL1588.Superseded values are not recommended for survey control.
 RL1588
 RL1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1588.See file dsdata.pdf to determine how the superseded data were derived.
 RL1588
 RL1588_MARKER: 42 = RADIO/TV MAST
 RL1588
 RL1588  HISTORY     - Date     Condition        Report By
 RL1588  HISTORY     - 1975     FIRST OBSERVED   NGS
 RL1588  HISTORY     - 19990920 GOOD             USPSQD
 RL1588  HISTORY     - 20070824 POOR             GEOCAC
 RL1588
 RL1588                          STATION DESCRIPTION
 RL1588
 RL1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RL1588'COVINGTON, TELEVISION STATION WGN REPEATER MAST IS A TRIANGULAR
 RL1588'STEEL STRUCTURE, GUYED, PAINTED ALTERNATELY RED AND WHITE, AND
 RL1588'HAS 3 REFLECTORS AT THE TOP.  IT IS 150 FEET HIGH AND THE STATION
 RL1588'IS THE TOP CENTER OF THE MAST.
 RL1588'
 RL1588'THE MAST IS LOCATED ABOUT 3/4 MILE SOUTHWEST OF COVINGTON AND
 RL1588'100 YARDS SOUTHWEST OF A RADIO MAST.
 RL1588'
 RL1588'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY
 RL1588'141 IN THE NORTH EDGE OF COVINGTON, GO WESTERLY ON HIGHWAY 28 FOR
 RL1588'0.4 MILE, THENCE LEFT, SOUTH, ON GRAVELED ROAD FOR 0.6 MILE TO
 RL1588'END OF ROAD AND MAST.
 RL1588
 RL1588                          STATION RECOVERY (1999)
 RL1588
 RL1588'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1588'RECOVERED IN GOOD CONDITION.
 RL1588
 RL1588                          STATION RECOVERY (2007)
 RL1588
 RL1588'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL1588'USE STATION WITH CAUTION.
 RL1588'
 RL1588'A TOWER MATCHING THE ONE DESCRIBED IS LOCATED AT THIS GENERAL
 RL1588'LOCATION, BUT THE COORDINATES DON'T MATCH THE PUBLISHED ADJUSTED
 RL1588'COORDINATES. THE EXISTING TOWER AND THE PUBLISHED COORDINATES ARE
 RL1588'BOTH FURTHER THAN .6 MILES FROM STATE HIGHWAY 28, AS DESCRIBED. TOWER
 RL1588'IS OF THE APPROXIMATE AGE THAT IT COULD BE THE ONE DESCRIBED IN 1975.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0174 ***********************************************************************
 RJ0174  DESIGNATION -  COZY
 RJ0174  PID         -  RJ0174
 RJ0174  STATE/COUNTY-  MI/CHIPPEWA
 RJ0174  COUNTRY     -  US
 RJ0174  USGS QUAD   -  OAK RIDGE (2017)
 RJ0174
 RJ0174                         *CURRENT SURVEY CONTROL
 RJ0174  ______________________________________________________________________
 RJ0174* NAD 83(1986) POSITION- 46 17 18.82   (N) 084 13 22.54   (W)   HD_HELD1
 RJ0174* NAVD 88 ORTHO HEIGHT -   179.656 (meters)      589.42  (feet) ADJUSTED
 RJ0174  ______________________________________________________________________
 RJ0174  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 RJ0174  DYNAMIC HEIGHT  -        179.666 (meters)      589.45  (feet) COMP
 RJ0174  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 RJ0174
 RJ0174  VERT ORDER      -  SECOND    CLASS I
 RJ0174
 RJ0174.The horizontal coordinates were determined by differentially corrected
 RJ0174.hand held GPS observations or other comparable positioning techniques
 RJ0174.and have an estimated accuracy of +/- 3 meters.
 RJ0174
 RJ0174.The orthometric height was determined by differential leveling and
 RJ0174.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0174.in July 2022.
 RJ0174
 RJ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0174.GEOID18 height accuracy estimate available here.
 RJ0174
 RJ0174.Click photographs - Photos may exist for this station.
 RJ0174
 RJ0174.The dynamic height is computed by dividing the NAVD 88
 RJ0174.geopotential number by the normal gravity value computed on the
 RJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0174.degrees latitude (g = 980.6199 gals.).
 RJ0174
 RJ0174.The modeled gravity was interpolated from observed gravity values.
 RJ0174
 RJ0174;                    North         East    Units  Estimated Accuracy
 RJ0174;SPC MI N     -   171,044.9   8,213,935.6     MT  (+/- 3 meters HH1 GPS) 
 RJ0174
 RJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1391029858(NAD 83)
 RJ0174
 RJ0174                          SUPERSEDED SURVEY CONTROL
 RJ0174
 RJ0174  NAVD 88 (06/15/91)  179.633  (m)          589.35   (f) SUPERSEDED  1 0
 RJ0174
 RJ0174.Superseded values are not recommended for survey control.
 RJ0174
 RJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0174.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0174
 RJ0174_MARKER: I = METAL ROD
 RJ0174_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0174_STAMPING: COZY 1969
 RJ0174_PROJECTION: FLUSH
 RJ0174_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0174+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2018
 RJ0174_ROD/PIPE-DEPTH: 19.5 meters
 RJ0174
 RJ0174  HISTORY     - Date     Condition        Report By
 RJ0174  HISTORY     - 1969     MONUMENTED       USLS
 RJ0174  HISTORY     - 1969     GOOD             USLS
 RJ0174  HISTORY     - 1983     GOOD             NGS
 RJ0174  HISTORY     - 20180929 GOOD             CO-OPS
 RJ0174
 RJ0174                          STATION DESCRIPTION
 RJ0174
 RJ0174'DESCRIBED BY US LAKE SURVEY 1969
 RJ0174'2.9 MI E FROM BARBEAU.
 RJ0174'COZY IS IN CHIPPEWA COUNTY, MICHIGAN, 2.88 MILES EAST OF POST
 RJ0174'OFFICE AT BARBEAU, 113 FEET SOUTH OF CENTERLINE OF NEEBISH ROAD,
 RJ0174'88 FEET EAST OF CENTERLINE OF RIVER ROAD, 83.0 FEET NORTHEAST
 RJ0174'OF UTILITY POLE NO. 186-M/C, 3.6 FEET WEST OF UTILITY POLE NO.
 RJ0174'186-M/A, 3.0 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE
 RJ0174'WITH WEST FACE OF JOES COZY CORNER TAVERN, 1/2 FOOT BELOW THE
 RJ0174'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER
 RJ0174'COPPER-COATED STEEL ROD, 64 FEET LONG.
 RJ0174
 RJ0174                          STATION RECOVERY (1983)
 RJ0174
 RJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0174'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0174'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, AT THE
 RJ0174'JUNCTION OF RIVER ROAD, AT THE SOUTHWEST CORNER OF THE COZY CORNER
 RJ0174'TAVERN OWNED BY MR. CHARLES MCLEOD, 34.5 METERS (113.0 FT) SOUTH OF
 RJ0174'THE CENTERLINE OF THE ROAD, 27.4 METERS (90.0 FT) EAST OF THE
 RJ0174'APPROXIMATE CENTER OF RIVER ROAD, 25.3 METERS (83.0 FT) NORTHEAST OF
 RJ0174'UTILITY POLE NUMBER DR 2-234MB, 1.1 METERS (3.6 FT) WEST OF UTILITY
 RJ0174'POLE NUMBER DR 2-34M, 0.91 METERS (3.0 FT) SOUTH OF THE SOUTHWEST
 RJ0174'CORNER OF TAVERN BUILDING, 5.1 METERS (16.8 FT) EAST OF A METAL GUARD
 RJ0174'RAIL POST, 5.2 METERS (17.1 FT) NORTH OF THE NORTH END OF A METAL
 RJ0174'GUARD RAIL, AND 2.7 METERS (9.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 RJ0174'AN ASPHALT DRIVE.
 RJ0174'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0174
 RJ0174                          STATION RECOVERY (2018)
 RJ0174
 RJ0174'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (TS)
 RJ0174'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHWEST OF
 RJ0174'MUNUSCONG, 2.8 MI (4.5 KM) EAST OF BARBEAU AND 0.6 MI (1.0 KM) WEST OF
 RJ0174'OAK RIDGE.
 RJ0174'
 RJ0174'IN BRUCE TOWNSHIP FROM THE INTERSECTION OF FIFTEEN MILE ROAD AND THE
 RJ0174'POST OFFICE IN BARBEAU, PROCEED EAST ALONG FIFTEEN MILE ROAD FOR 4.7
 RJ0174'KM (2.9 MI) TO ITS INTERSECTION WITH S SCENIC ROAD (RIVER RD).
 RJ0174'
 RJ0174'IT IS 35.0 M (114.8 FT) SOUTH OF THE CENTERLINE OF FIFTEEN MILE ROAD,
 RJ0174'27.1 M (88.9 FT) EAST OF THE CENTERLINE OF S SCENIC DRIVE, 4.8 M (15.7
 RJ0174'FT) NORTHWEST OF THE NORTHWEST CORNER OF A RESIDENCE AT 15017 S SCENIC
 RJ0174'ROAD AND 0.85 M (2.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE REMAINS
 RJ0174'OF AN OLD CONCRETE FOUNDATION FOR JOES COZY CORNER TAVERN THAT BURNT
 RJ0174'DOWN.
 RJ0174'
 RJ0174'NOTE-THE LOGO CAP WAS ESTABLISHED AROUND MARK AROUND YEAR 1983.
 RJ0174'
 RJ0174'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0011 ***********************************************************************
 QK0011  DESIGNATION -  CP 1
 QK0011  PID         -  QK0011
 QK0011  STATE/COUNTY-  MI/CHEBOYGAN
 QK0011  COUNTRY     -  US
 QK0011  USGS QUAD   -  ALOHA (2017)
 QK0011
 QK0011                         *CURRENT SURVEY CONTROL
 QK0011  ______________________________________________________________________
 QK0011* NAD 83(1986) POSITION- 45 36 42.     (N) 084 28 26.     (W)   SCALED
 QK0011* NAVD 88 ORTHO HEIGHT -   192.367 (meters)      631.12  (feet) ADJUSTED
 QK0011  ______________________________________________________________________
 QK0011  GEOID HEIGHT    -        -35.916 (meters)                     GEOID18
 QK0011  DYNAMIC HEIGHT  -        192.364 (meters)      631.11  (feet) COMP
 QK0011  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 QK0011
 QK0011  VERT ORDER      -  FIRST     CLASS I
 QK0011
 QK0011.The horizontal coordinates were scaled from a map and have
 QK0011.an estimated accuracy of +/- 6 seconds.
 QK0011
 QK0011.The orthometric height was determined by differential leveling and
 QK0011.adjusted by the NATIONAL GEODETIC SURVEY
 QK0011.in June 1991.
 QK0011
 QK0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0011.GEOID18 height accuracy estimate available here.
 QK0011
 QK0011.Click photographs - Photos may exist for this station.
 QK0011
 QK0011.The dynamic height is computed by dividing the NAVD 88
 QK0011.geopotential number by the normal gravity value computed on the
 QK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0011.degrees latitude (g = 980.6199 gals.).
 QK0011
 QK0011.The modeled gravity was interpolated from observed gravity values.
 QK0011
 QK0011;                    North         East    Units  Estimated Accuracy
 QK0011;SPC MI C     -   255,030.    5,991,640.      MT  (+/- 180 meters Scaled)
 QK0011
 QK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR969540(NAD 83)
 QK0011
 QK0011                          SUPERSEDED SURVEY CONTROL
 QK0011
 QK0011.No superseded survey control is available for this station.
 QK0011
 QK0011_MARKER: I = METAL ROD
 QK0011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0011_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0011
 QK0011  HISTORY     - Date     Condition        Report By
 QK0011  HISTORY     - 1973     MONUMENTED       NOS
 QK0011  HISTORY     - 1973     GOOD             USLS
 QK0011  HISTORY     - 1983     GOOD             NGS
 QK0011
 QK0011                          STATION DESCRIPTION
 QK0011
 QK0011'DESCRIBED BY US LAKE SURVEY 1973
 QK0011'2.3 MI S FROM CHEBOYGAN.
 QK0011'CP 1 IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.3 MILES SOUTH ALONG HWYS,
 QK0011'M-27 AND M-33, (MAIN ST.), FROM THE POST OFFICE IN CHEBOYGAN
 QK0011'TO THE SOUTHWEST CORNER OF INTERSECTION OF V.F.W. RD. (COUNTY
 QK0011'C64) AND HWY. M-27 AND M-33, NORTHEAST CORNER OF THE, DARROW
 QK0011'FORD, ASPHALT PARKING LOT, 58 FEET WEST CENTER LINE OF HWY.
 QK0011'M-27 AND M-33, 34 FEET SOUTH CENTER LINE OF V.F.W. RD., 2.6
 QK0011'FEET SOUTHWEST OF A UTILITY POLE, 2.2 FEET NORTHEAST OF CORNER
 QK0011'OF ASPHALT, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 QK0011'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET
 QK0011'LONG.  NOTE-- PREV. DESIG. CP 1 1973.
 QK0011
 QK0011                          STATION RECOVERY (1983)
 QK0011
 QK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0011'RECOVERED IN GOOD CONDITION.  NOTE, ADD 2.71 METERS (8.9 FT)
 QK0011'WEST-SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6865 ***********************************************************************
 DL6865  DESIGNATION -  CP 10
 DL6865  PID         -  DL6865
 DL6865  STATE/COUNTY-  MI/GRAND TRAVERSE
 DL6865  COUNTRY     -  US
 DL6865  USGS QUAD   -  MAYFIELD (2017)
 DL6865
 DL6865                         *CURRENT SURVEY CONTROL
 DL6865  ______________________________________________________________________
 DL6865* NAD 83(2011) POSITION- 44 44 38.62182(N) 085 36 27.85947(W)   ADJUSTED
 DL6865* NAD 83(2011) ELLIP HT-   155.707 (meters)        (06/27/12)   ADJUSTED
 DL6865* NAD 83(2011) EPOCH   -  2010.00
 DL6865* NAVD 88 ORTHO HEIGHT -   190.295 (meters)      624.33  (feet) ADJUSTED
 DL6865  ______________________________________________________________________
 DL6865  GEOID HEIGHT    -        -34.591 (meters)                     GEOID18
 DL6865  NAD 83(2011) X  -    347,522.068 (meters)                     COMP
 DL6865  NAD 83(2011) Y  - -4,524,441.244 (meters)                     COMP
 DL6865  NAD 83(2011) Z  -  4,467,301.459 (meters)                     COMP
 DL6865  LAPLACE CORR    -          6.09  (seconds)                    DEFLEC18
 DL6865  DYNAMIC HEIGHT  -        190.281 (meters)      624.28  (feet) COMP
 DL6865  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DL6865
 DL6865  VERT ORDER      -  SECOND    CLASS II
 DL6865
 DL6865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6865  Standards:
 DL6865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6865  -------------------------------------------------------------------
 DL6865  NETWORK    0.37   1.86           0.17   0.13   0.95      0.05611484
 DL6865  -------------------------------------------------------------------
 DL6865  Click here for local accuracies and other accuracy information.
 DL6865
 DL6865.The horizontal coordinates were established by GPS observations
 DL6865.and adjusted by the National Geodetic Survey in June 2012.
 DL6865
 DL6865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6865.been affixed to the stable North American tectonic plate. See 
 DL6865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6865
 DL6865.The horizontal coordinates are valid at the epoch date displayed above
 DL6865.which is a decimal equivalence of Year/Month/Day.
 DL6865
 DL6865.The orthometric height was determined by differential leveling and
 DL6865.adjusted by the NATIONAL GEODETIC SURVEY
 DL6865.in May 2010.
 DL6865
 DL6865.No vertical observational check was made to the station.
 DL6865
 DL6865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6865.GEOID18 height accuracy estimate available here.
 DL6865
 DL6865.Click photographs - Photos may exist for this station.
 DL6865
 DL6865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6865
 DL6865.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6865
 DL6865.The ellipsoidal height was determined by GPS observations
 DL6865.and is referenced to NAD 83.
 DL6865
 DL6865.The dynamic height is computed by dividing the NAVD 88
 DL6865.geopotential number by the normal gravity value computed on the
 DL6865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6865.degrees latitude (g = 980.6199 gals.).
 DL6865
 DL6865.The modeled gravity was interpolated from observed gravity values.
 DL6865
 DL6865. The following values were computed from the NAD 83(2011) position.
 DL6865
 DL6865;                    North         East     Units Scale Factor Converg.
 DL6865;SPC MI C     -   159,363.947 5,901,722.557   MT  0.99991873   -0 52 36.1
 DL6865;SPC MI C     -   522,847.60 19,362,606.81   iFT  0.99991873   -0 52 36.1
 DL6865;UTM  16      - 4,955,462.296   610,219.015   MT  0.99974939   +0 58 48.6
 DL6865
 DL6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6865!SPC MI C     -   0.99997559  x   0.99991873  =   0.99989432
 DL6865!UTM  16      -   0.99997559  x   0.99974939  =   0.99972498
 DL6865
 DL6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1021955462(NAD 83)
 DL6865
 DL6865                          SUPERSEDED SURVEY CONTROL
 DL6865
 DL6865  NAD 83(2007)-  44 44 38.62183(N)    085 36 27.85989(W) AD(2002.00) B
 DL6865  ELLIP H (04/09/10)  155.712  (m)                       GP(2002.00) 4 2
 DL6865  NAVD 88 (04/09/10)  190.3    (m)  GEOID09  model used  GPS OBS        
 DL6865
 DL6865.Superseded values are not recommended for survey control.
 DL6865
 DL6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6865.See file dsdata.pdf to determine how the superseded data were derived.
 DL6865
 DL6865_MARKER: DD = SURVEY DISK
 DL6865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6865_STAMPING: CP 10
 DL6865_MARK LOGO: GOUFRA
 DL6865_PROJECTION: FLUSH
 DL6865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL6865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6865+STABILITY: SURFACE MOTION
 DL6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6865+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DL6865
 DL6865  HISTORY     - Date     Condition        Report By
 DL6865  HISTORY     - 20050601 MONUMENTED       GOUFRA
 DL6865  HISTORY     - 20091124 GOOD             GOUFRA
 DL6865
 DL6865                          STATION DESCRIPTION
 DL6865
 DL6865'DESCRIBED BY GOURDIE FRASER INC. 2005 (TAM)
 DL6865'THE STATION IS LOCATED IN TRAVERSE CITY, LOCATED ABOUT 0.90 MI (1.4
 DL6865'KM) SOUTH OF THE TRAVERSE CITY WOODMERE (MAIN) BRANCH LIBRARY, LOCATED
 DL6865'ABOUT 0.60 MI (1.0 KM) NORTH-NORTHWEST OF THE UNITED STATES POST
 DL6865'OFFICE (BARLOW STREET LOCATION).  OWNERSHIP--GRAND TRAVERSE COUNTY
 DL6865'ROAD RIGHT-OF-WAY.
 DL6865'
 DL6865'TO REACH FROM THE INTERSECTION OF EIGHTH STREET AND WOODMERE AVENUE,
 DL6865'LOCATED ABOUT 0.15 MI (0.2 KM) NORTH-NORTHEAST OF THE TRAVERSE CITY
 DL6865'WOODMERE (MAIN) BRANCH LIBRARY, LOCATED ABOUT 1.64 MI (2.6 KM)
 DL6865'NORTH-NORTHWEST OF THE UNITED STATES POST OFFICE (BARLOW STREET
 DL6865'LOCATION), GO SOUTHERLY ON WOODMERE AVENUE FOR 1.04 MI (1.7 KM) TO THE
 DL6865'STATION ON THE RIGHT.
 DL6865'
 DL6865'IT IS 97.0 FT (29.6 M) WEST OF THE CENTERLINE OF WOODMERE AVENUE, 96.8
 DL6865'FT (29.5 M) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF POLE BUILDING, 82.5
 DL6865'FT (25.1 M) SOUTH OF THE SOUTHEAST CORNER OF BRICK TELEPHONE
 DL6865'BUILDING-1290 WOODMERE AVENUE, 44.5 FT (13.6 M) NORTHEAST OF 20 INCH
 DL6865'(51 CM) WHITE PINE, 19.2 FT (5.9 M) WEST OF WEST EDGE OF WEST RAIL OF
 DL6865'RAILROAD TRACKS AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE
 DL6865'POST AND ABOUT LEVEL WITH THE GROUND.
 DL6865
 DL6865                          STATION RECOVERY (2009)
 DL6865
 DL6865'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 DL6865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0006 ***********************************************************************
 QK0006  DESIGNATION -  CP 2
 QK0006  PID         -  QK0006
 QK0006  STATE/COUNTY-  MI/CHEBOYGAN
 QK0006  COUNTRY     -  US
 QK0006  USGS QUAD   -  ALOHA (2017)
 QK0006
 QK0006                         *CURRENT SURVEY CONTROL
 QK0006  ______________________________________________________________________
 QK0006* NAD 83(1986) POSITION- 45 35 27.     (N) 084 29 07.     (W)   SCALED
 QK0006* NAVD 88 ORTHO HEIGHT -   186.828 (meters)      612.95  (feet) ADJUSTED
 QK0006  ______________________________________________________________________
 QK0006  GEOID HEIGHT    -        -35.866 (meters)                     GEOID18
 QK0006  DYNAMIC HEIGHT  -        186.825 (meters)      612.94  (feet) COMP
 QK0006  MODELED GRAVITY -    980,597.2   (mgal)                       NAVD 88
 QK0006
 QK0006  VERT ORDER      -  FIRST     CLASS I
 QK0006
 QK0006.The horizontal coordinates were scaled from a map and have
 QK0006.an estimated accuracy of +/- 6 seconds.
 QK0006
 QK0006.The orthometric height was determined by differential leveling and
 QK0006.adjusted by the NATIONAL GEODETIC SURVEY
 QK0006.in June 1991.
 QK0006
 QK0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0006.GEOID18 height accuracy estimate available here.
 QK0006
 QK0006.Click photographs - Photos may exist for this station.
 QK0006
 QK0006.The dynamic height is computed by dividing the NAVD 88
 QK0006.geopotential number by the normal gravity value computed on the
 QK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0006.degrees latitude (g = 980.6199 gals.).
 QK0006
 QK0006.The modeled gravity was interpolated from observed gravity values.
 QK0006
 QK0006;                    North         East    Units  Estimated Accuracy
 QK0006;SPC MI C     -   252,720.    5,990,750.      MT  (+/- 180 meters Scaled)
 QK0006
 QK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR961516(NAD 83)
 QK0006
 QK0006                          SUPERSEDED SURVEY CONTROL
 QK0006
 QK0006.No superseded survey control is available for this station.
 QK0006
 QK0006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0006_SP_SET: CULVERT
 QK0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0006
 QK0006  HISTORY     - Date     Condition        Report By
 QK0006  HISTORY     - 1973     MONUMENTED       NONE
 QK0006  HISTORY     - 1973     GOOD             USLS
 QK0006  HISTORY     - 1983     GOOD             NGS
 QK0006
 QK0006                          STATION DESCRIPTION
 QK0006
 QK0006'DESCRIBED BY US LAKE SURVEY 1973
 QK0006'3.7 MI S FROM CHEBOYGAN.
 QK0006'CP 2 IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.7 MILES SOUTHERLY ALONG
 QK0006'HWYS. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0006'THEN SOUTH 0.15 MILE ALONG E. LAPPERELL RD. TO DEAD END ROAD
 QK0006'ON RIGHT, WEST OF CENTER LINE OF E. LAPERELL RD., 15 FEET
 QK0006'SOUTHEAST OF CENTER LINE OF ROAD, 14.1 FEET NORTHEAST OF U.P.
 QK0006'NO. 135, 1.6 FEET NORTHEAST OF SOUTHWEST FACE OF CONCRETE CULVERT,
 QK0006'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 QK0006'INTO THE TOP OF THE CULVERT.  NOTE-- PREV. DESIG. CP 2 1973.
 QK0006
 QK0006                          STATION RECOVERY (1983)
 QK0006
 QK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0207 ***********************************************************************
 QK0207  DESIGNATION -  CP 3
 QK0207  PID         -  QK0207
 QK0207  STATE/COUNTY-  MI/CHEBOYGAN
 QK0207  COUNTRY     -  US
 QK0207  USGS QUAD   -  MULLETT LAKE (2017)
 QK0207
 QK0207                         *CURRENT SURVEY CONTROL
 QK0207  ______________________________________________________________________
 QK0207* NAD 83(1986) POSITION- 45 32 55.     (N) 084 32 06.     (W)   SCALED
 QK0207* NAVD 88 ORTHO HEIGHT -   184.364 (meters)      604.87  (feet) ADJUSTED
 QK0207  ______________________________________________________________________
 QK0207  GEOID HEIGHT    -        -35.709 (meters)                     GEOID18
 QK0207  DYNAMIC HEIGHT  -        184.361 (meters)      604.86  (feet) COMP
 QK0207  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 QK0207  OBS GRAVITY     -    980,599.7   (mgal)                       GRAV_OBS
 QK0207
 QK0207  VERT ORDER      -  FIRST     CLASS I
 QK0207
 QK0207.The horizontal coordinates were scaled from a map and have
 QK0207.an estimated accuracy of +/- 6 seconds.
 QK0207
 QK0207.The orthometric height was determined by differential leveling and
 QK0207.adjusted by the NATIONAL GEODETIC SURVEY
 QK0207.in June 1991.
 QK0207
 QK0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0207.GEOID18 height accuracy estimate available here.
 QK0207
 QK0207.Click photographs - Photos may exist for this station.
 QK0207
 QK0207.The dynamic height is computed by dividing the NAVD 88
 QK0207.geopotential number by the normal gravity value computed on the
 QK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0207.degrees latitude (g = 980.6199 gals.).
 QK0207
 QK0207.The modeled gravity was interpolated from observed gravity values.
 QK0207
 QK0207.The observed gravity was obtained from relative gravimeter ties
 QK0207.to the IGSN71 gravity network.
 QK0207
 QK0207;                    North         East    Units  Estimated Accuracy
 QK0207;SPC MI C     -   248,030.    5,986,860.      MT  (+/- 180 meters Scaled)
 QK0207
 QK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR924468(NAD 83)
 QK0207
 QK0207                          SUPERSEDED SURVEY CONTROL
 QK0207
 QK0207.No superseded survey control is available for this station.
 QK0207
 QK0207_MARKER: DD = SURVEY DISK
 QK0207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0207_SP_SET: CULVERT HEADWALL
 QK0207_STAMPING: CP 3 1973
 QK0207_MARK LOGO: USLS
 QK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0207+STABILITY: SURFACE MOTION
 QK0207
 QK0207  HISTORY     - Date     Condition        Report By
 QK0207  HISTORY     - 1973     MONUMENTED       USLS
 QK0207  HISTORY     - 1973     GOOD             USLS
 QK0207
 QK0207                          STATION DESCRIPTION
 QK0207
 QK0207'DESCRIBED BY US LAKE SURVEY 1973
 QK0207'5.4 MI NE FROM TOPINABEE.
 QK0207'CP 3 IS ON WEST SIDE OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN,
 QK0207'5.4 MILES NORTHEASTERLY ALONG HWY. M-27 FROM MULLETT
 QK0207'TOWNSHIP FIRE HALL IN TOPINABEE, 3.2 MILES NORTHEASTERLY OF
 QK0207'BRIDGE OVER MULLETT CREEK, 215 FEET SOUTHWEST OF CENTER LINE
 QK0207'OF SILVER BEACH RD. 50.0 FEET NORTHWEST OF NORTHWEST RAIL OF PENN
 QK0207'CENTRAL RAILROAD TRACKS, 48 FEET SOUTHEAST OF CENTERLINE OF
 QK0207'HIGHWAY, 0.8 FEET SOUTHWEST OF NORTHEAST FACE OF CONCRETE
 QK0207'CULVERT, 15 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT OVER
 QK0207'CROSS AT CENTER OF BRONZE DISC SET INTO THE CULVERT.
 QK0207'NOTE-- PREV. DESIG. CP 3 1973.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6866 ***********************************************************************
 DL6866  DESIGNATION -  CP 9
 DL6866  PID         -  DL6866
 DL6866  STATE/COUNTY-  MI/GRAND TRAVERSE
 DL6866  COUNTRY     -  US
 DL6866  USGS QUAD   -  MAYFIELD (2017)
 DL6866
 DL6866                         *CURRENT SURVEY CONTROL
 DL6866  ______________________________________________________________________
 DL6866* NAD 83(2011) POSITION- 44 44 26.01255(N) 085 36 29.09756(W)   ADJUSTED
 DL6866* NAD 83(2011) ELLIP HT-   157.000 (meters)        (06/27/12)   ADJUSTED
 DL6866* NAD 83(2011) EPOCH   -  2010.00
 DL6866* NAVD 88 ORTHO HEIGHT -   191.573 (meters)      628.52  (feet) ADJUSTED
 DL6866  ______________________________________________________________________
 DL6866  GEOID HEIGHT    -        -34.583 (meters)                     GEOID18
 DL6866  NAD 83(2011) X  -    347,515.963 (meters)                     COMP
 DL6866  NAD 83(2011) Y  - -4,524,717.434 (meters)                     COMP
 DL6866  NAD 83(2011) Z  -  4,467,025.901 (meters)                     COMP
 DL6866  LAPLACE CORR    -          6.05  (seconds)                    DEFLEC18
 DL6866  DYNAMIC HEIGHT  -        191.559 (meters)      628.47  (feet) COMP
 DL6866  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 DL6866
 DL6866  VERT ORDER      -  SECOND    CLASS II
 DL6866
 DL6866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6866  Standards:
 DL6866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6866  -------------------------------------------------------------------
 DL6866  NETWORK    0.37   1.94           0.17   0.13   0.99      0.02268665
 DL6866  -------------------------------------------------------------------
 DL6866  Click here for local accuracies and other accuracy information.
 DL6866
 DL6866.The horizontal coordinates were established by GPS observations
 DL6866.and adjusted by the National Geodetic Survey in June 2012.
 DL6866
 DL6866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6866.been affixed to the stable North American tectonic plate. See 
 DL6866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6866
 DL6866.The horizontal coordinates are valid at the epoch date displayed above
 DL6866.which is a decimal equivalence of Year/Month/Day.
 DL6866
 DL6866.The orthometric height was determined by differential leveling and
 DL6866.adjusted by the NATIONAL GEODETIC SURVEY
 DL6866.in May 2010.
 DL6866
 DL6866.No vertical observational check was made to the station.
 DL6866
 DL6866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6866.GEOID18 height accuracy estimate available here.
 DL6866
 DL6866.Click photographs - Photos may exist for this station.
 DL6866
 DL6866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6866
 DL6866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6866
 DL6866.The ellipsoidal height was determined by GPS observations
 DL6866.and is referenced to NAD 83.
 DL6866
 DL6866.The dynamic height is computed by dividing the NAVD 88
 DL6866.geopotential number by the normal gravity value computed on the
 DL6866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6866.degrees latitude (g = 980.6199 gals.).
 DL6866
 DL6866.The modeled gravity was interpolated from observed gravity values.
 DL6866
 DL6866. The following values were computed from the NAD 83(2011) position.
 DL6866
 DL6866;                    North         East     Units Scale Factor Converg.
 DL6866;SPC MI C     -   158,975.212 5,901,689.369   MT  0.99991894   -0 52 37.0
 DL6866;SPC MI C     -   521,572.22 19,362,497.93   iFT  0.99991894   -0 52 37.0
 DL6866;UTM  16      - 4,955,072.755   610,198.444   MT  0.99974933   +0 58 47.5
 DL6866
 DL6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6866!SPC MI C     -   0.99997538  x   0.99991894  =   0.99989433
 DL6866!UTM  16      -   0.99997538  x   0.99974933  =   0.99972472
 DL6866
 DL6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1019855072(NAD 83)
 DL6866
 DL6866                          SUPERSEDED SURVEY CONTROL
 DL6866
 DL6866  NAD 83(2007)-  44 44 26.01257(N)    085 36 29.09798(W) AD(2002.00) B
 DL6866  ELLIP H (04/09/10)  157.005  (m)                       GP(2002.00) 4 2
 DL6866  NAVD 88 (04/09/10)  191.6    (m)  GEOID09  model used  GPS OBS        
 DL6866
 DL6866.Superseded values are not recommended for survey control.
 DL6866
 DL6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6866.See file dsdata.pdf to determine how the superseded data were derived.
 DL6866
 DL6866_MARKER: DD = SURVEY DISK
 DL6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6866_STAMPING: CP 9
 DL6866_MARK LOGO: GOUFRA
 DL6866_PROJECTION: FLUSH
 DL6866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL6866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6866+STABILITY: SURFACE MOTION
 DL6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6866+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2017
 DL6866
 DL6866  HISTORY     - Date     Condition        Report By
 DL6866  HISTORY     - 20050601 MONUMENTED       GOUFRA
 DL6866  HISTORY     - 20091124 GOOD             GOUFRA
 DL6866  HISTORY     - 20170624 GOOD             USACE
 DL6866
 DL6866                          STATION DESCRIPTION
 DL6866
 DL6866'DESCRIBED BY GOURDIE FRASER INC. 2005 (TAM)
 DL6866'THE STATION IS LOCATED IN TRAVERSE CITY, LOCATED ABOUT 1.15 MI (1.9
 DL6866'KM) SOUTH OF THE TRAVERSE CITY WOODMERE (MAIN) BRANCH LIBRARY, LOCATED
 DL6866'ABOUT 0.35 MI (0.6 KM) NORTH-NORTHWEST OF THE UNITED STATES POST
 DL6866'OFFICE (BARLOW STREET LOCATION).  OWNERSHIP--GRAND TRAVERSE COUNTY
 DL6866'ROAD RIGHT-OF-WAY.
 DL6866'
 DL6866'TO REACH FROM THE INTERSECTION OF EIGHTH STREET AND WOODMERE AVENUE,
 DL6866'LOCATED ABOUT 0.15 MI (0.2 KM) NORTH-NORTHEAST OF THE TRAVERSE CITY
 DL6866'WOODMERE (MAIN) BRANCH LIBRARY, LOCATED ABOUT 1.64 MI (2.6 KM)
 DL6866'NORTH-NORTHWEST OF THE UNITED STATES POST OFFICE (BARLOW STREET
 DL6866'LOCATION), GO SOUTHERLY ON WOODMERE AVENUE FOR 1.28 MI (2.1 KM) TO THE
 DL6866'INTERSECTION OF PREMIER STREET ON THE LEFT AND RIGHT.  TURN RIGHT AND
 DL6866'GO WESTERLY ON PREMIER STREET FOR 60.7 FT (18.5 M) TO THE STATION ON
 DL6866'THE LEFT.
 DL6866'
 DL6866'IT IS 77.0 FT (23.5 M) WEST OF THE DRIVEWAY CENTERLINE LEADING TO 1475
 DL6866'PREMIER STREET, 60.7 FT (18.5 M) WEST OF THE EXTENSION OF THE
 DL6866'CENTERLINE OF WOODMERE AVENUE, 36.9 FT (11.2 M) NORTHWEST OF
 DL6866'DISTRIBUTION POWER POLE, 34.0 FT (10.4 M) SOUTH OF THE CENTERLINE OF
 DL6866'PREMIER STREET, 11.5 FT (3.5 M) EAST OF EAST EDGE OF EAST RAIL OF
 DL6866'RAILROAD TRACKS AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE
 DL6866'POST AND ABOUT LEVEL WITH THE GROUND.
 DL6866
 DL6866                          STATION RECOVERY (2009)
 DL6866
 DL6866'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 DL6866'RECOVERED AS DESCRIBED.
 DL6866
 DL6866                          STATION RECOVERY (2017)
 DL6866
 DL6866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 DL6866'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8063 ***********************************************************************
 AA8063  CBN         -  This is a Cooperative Base Network Control Station.
 AA8063  DESIGNATION -  CR 65 1
 AA8063  PID         -  AA8063
 AA8063  STATE/COUNTY-  MI/MACOMB
 AA8063  COUNTRY     -  US
 AA8063  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 AA8063
 AA8063                         *CURRENT SURVEY CONTROL
 AA8063  ______________________________________________________________________
 AA8063* NAD 83(2011) POSITION- 42 35 42.92974(N) 082 46 35.11560(W)   ADJUSTED
 AA8063* NAD 83(2011) ELLIP HT-   141.327 (meters)        (06/27/12)   ADJUSTED
 AA8063* NAD 83(2011) EPOCH   -  2010.00
 AA8063* NAVD 88 ORTHO HEIGHT -   176.150 (meters)      577.92  (feet) ADJUSTED
 AA8063  ______________________________________________________________________
 AA8063  GEOID HEIGHT    -        -34.820 (meters)                     GEOID18
 AA8063  NAD 83(2011) X  -    591,312.668 (meters)                     COMP
 AA8063  NAD 83(2011) Y  - -4,665,280.751 (meters)                     COMP
 AA8063  NAD 83(2011) Z  -  4,294,606.055 (meters)                     COMP
 AA8063  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AA8063  DYNAMIC HEIGHT  -        176.100 (meters)      577.75  (feet) COMP
 AA8063  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 AA8063
 AA8063  VERT ORDER      -  SECOND    CLASS I
 AA8063
 AA8063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8063  Standards:
 AA8063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8063  -------------------------------------------------------------------
 AA8063  NETWORK    0.26   0.43           0.12   0.09   0.22      0.04667205
 AA8063  -------------------------------------------------------------------
 AA8063  Click here for local accuracies and other accuracy information.
 AA8063
 AA8063.The horizontal coordinates were established by GPS observations
 AA8063.and adjusted by the National Geodetic Survey in June 2012.
 AA8063
 AA8063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8063.been affixed to the stable North American tectonic plate. See 
 AA8063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8063
 AA8063.The horizontal coordinates are valid at the epoch date displayed above
 AA8063.which is a decimal equivalence of Year/Month/Day.
 AA8063
 AA8063.The orthometric height was determined by differential leveling and
 AA8063.adjusted by the NATIONAL GEODETIC SURVEY
 AA8063.in July 2007.
 AA8063
 AA8063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8063.GEOID18 height accuracy estimate available here.
 AA8063
 AA8063.Click photographs - Photos may exist for this station.
 AA8063
 AA8063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8063
 AA8063.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8063
 AA8063.The ellipsoidal height was determined by GPS observations
 AA8063.and is referenced to NAD 83.
 AA8063
 AA8063.The dynamic height is computed by dividing the NAVD 88
 AA8063.geopotential number by the normal gravity value computed on the
 AA8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8063.degrees latitude (g = 980.6199 gals.).
 AA8063
 AA8063.The modeled gravity was interpolated from observed gravity values.
 AA8063
 AA8063. The following values were computed from the NAD 83(2011) position.
 AA8063
 AA8063;                    North         East     Units Scale Factor Converg.
 AA8063;SPC MI S     -   122,890.811 4,130,499.772   MT  0.99991960   +1 04 56.0
 AA8063;SPC MI S     -   403,185.08 13,551,508.44   iFT  0.99991960   +1 04 56.0
 AA8063;UTM  17      - 4,717,399.907   354,258.115   MT  0.99986133   -1 12 09.1
 AA8063
 AA8063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8063!SPC MI S     -   0.99997784  x   0.99991960  =   0.99989744
 AA8063!UTM  17      -   0.99997784  x   0.99986133  =   0.99983917
 AA8063
 AA8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5425817399(NAD 83)
 AA8063
 AA8063                          SUPERSEDED SURVEY CONTROL
 AA8063
 AA8063  ELLIP H (06/10/07)  141.334  (m)                       GP(       ) 4 1
 AA8063  NAD 83(2007)-  42 35 42.92981(N)    082 46 35.11638(W) AD(2002.00) 0
 AA8063  ELLIP H (02/10/07)  141.381  (m)                       GP(2002.00)    
 AA8063  ELLIP H (07/12/02)  141.408  (m)                       GP(       ) 4 2
 AA8063  NAD 83(1994)-  42 35 42.92990(N)    082 46 35.11606(W) AD(       ) B
 AA8063  ELLIP H (09/20/95)  141.418  (m)                       GP(       ) 1 2
 AA8063  NAVD 88             176.15   (m)          577.9    (f) LEVELING    3  
 AA8063  NAVD 88 (09/20/95)  176.2    (m)  GEOID93  model used  GPS OBS        
 AA8063
 AA8063.Superseded values are not recommended for survey control.
 AA8063
 AA8063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8063.See file dsdata.pdf to determine how the superseded data were derived.
 AA8063
 AA8063_MARKER: DD = SURVEY DISK
 AA8063_SETTING: 0 = UNSPECIFIED SETTING
 AA8063_STAMPING: CR-65-1
 AA8063_MARK LOGO: USACE
 AA8063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8063+STABILITY: SURFACE MOTION
 AA8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8063+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 AA8063
 AA8063  HISTORY     - Date     Condition        Report By
 AA8063  HISTORY     - 1965     MONUMENTED       USACE
 AA8063  HISTORY     - 19940810 GOOD             NGS
 AA8063  HISTORY     - 19990712 GOOD             USPSQD
 AA8063  HISTORY     - 20030802 GOOD             USPSQD
 AA8063  HISTORY     - 20050202 GOOD             ROWEIN
 AA8063  HISTORY     - 20060808 GOOD             SPALD
 AA8063  HISTORY     - 20061212 GOOD             MIDT
 AA8063
 AA8063                          STATION DESCRIPTION
 AA8063
 AA8063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8063'STATION IS LOCATED IN QUAD 420824, ABOUT 5 KM (3.10 MI) EAST OF MT
 AA8063'CLEMENS, IN T 2 N, R 14 E, HARRISON TOWNSHIP, ON THE NORTH BANK OF
 AA8063'CLINTON RIVER, NEAR THE MOUTH OF THE CLINTON RIVER AT SUNSHINE POINT.
 AA8063'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND N RIVER ROAD
 AA8063'(EXIT 237) IN MOUNT CLEMENS, GO EAST ALONG N RIVER ROAD FOR 4.4 MI
 AA8063'(7.1 KM) TO THE EXTREME EAST END WHERE ROAD ENDS AND A SET OF CROSSING
 AA8063'GATES ACROSS ROAD WITH A STOP SIGN AND A DO NOT ENTER SIGN.  PASS
 AA8063'THROUGH CROSSING GATE AND CONTINUE EAST FOR 0.05 MI (0.08 KM) TO A SET
 AA8063'OF WROUGHT IRON GATES ON THE RIGHT WHICH IS THE ENTRANCE TO A VACANT
 AA8063'LOT WITH WROUGHT IRON FENCE AROUND TWO SIDES AND WATER ON THE OTHER
 AA8063'TWO SIDES.  PASS THROUGH THE WROUGHT IRON GATES AND PROCEED
 AA8063'SOUTHEASTERLY ACROSS VACANT LOT FOR 0.05 MI (0.08 KM) TO THE STATION.
 AA8063'STATION IS SET IN A DRILL HOLE IN THE CENTER OF AN 8 FT (2.4 M) BY 8
 AA8063'FT (2.4 M) SLAB OF CONCRETE PROJECTING 0.5 FT (15.2 CM) ABOVE THE
 AA8063'GROUND.  IT IS 4.0 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST, 30.0
 AA8063'FT (9.1 M) NORTH OF THE BANK OF THE CLINTON RIVER AND ABOUT 200.0 FT
 AA8063'(61.0 M) WEST OF THE REAR RANGE LIGHT.
 AA8063
 AA8063                          STATION RECOVERY (1999)
 AA8063
 AA8063'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2003)
 AA8063
 AA8063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2005)
 AA8063
 AA8063'RECOVERY NOTE BY ROWE INCORPORATED 2005 (RAF)
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2006)
 AA8063
 AA8063'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2006)
 AA8063
 AA8063'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA8063'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0350 ***********************************************************************
 QJ0350  DESIGNATION -  CRAB UDP+230
 QJ0350  PID         -  QJ0350
 QJ0350  STATE/COUNTY-  MI/CHIPPEWA
 QJ0350  COUNTRY     -  US
 QJ0350  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0350
 QJ0350                         *CURRENT SURVEY CONTROL
 QJ0350  ______________________________________________________________________
 QJ0350* NAD 83(1994) POSITION- 45 57 53.96445(N) 083 52 51.77260(W)   ADJUSTED
 QJ0350* NAD 83(1994) ELLIP HT-   142.050 (meters)        (02/03/97)   ADJUSTED
 QJ0350* NAVD 88 ORTHO HEIGHT -   178.9   (meters)      587.    (feet) VERTCON3
 QJ0350  ______________________________________________________________________
 QJ0350  GEOID HEIGHT    -        -36.860 (meters)                     GEOID18
 QJ0350  NAD 83(1994) X  -    473,402.529 (meters)                     COMP
 QJ0350  NAD 83(1994) Y  - -4,415,914.475 (meters)                     COMP
 QJ0350  NAD 83(1994) Z  -  4,562,645.627 (meters)                     COMP
 QJ0350  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 QJ0350  HORZ ORDER      -  FIRST
 QJ0350  ELLP ORDER      -  FOURTH    CLASS I
 QJ0350
 QJ0350.The horizontal coordinates were established by GPS observations
 QJ0350.and adjusted by the National Geodetic Survey in February 1997.
 QJ0350
 QJ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0350
 QJ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0350.GEOID18 height accuracy estimate available here.
 QJ0350
 QJ0350.Click photographs - Photos may exist for this station.
 QJ0350
 QJ0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0350
 QJ0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0350
 QJ0350.The ellipsoidal height was determined by GPS observations
 QJ0350.and is referenced to NAD 83.
 QJ0350
 QJ0350. The following values were computed from the NAD 83(1994) position.
 QJ0350
 QJ0350;                    North         East     Units Scale Factor Converg.
 QJ0350;SPC MI N     -   136,089.293 8,241,674.550   MT  0.99991838   +2 15 15.6
 QJ0350;SPC MI N     -   446,487.18 27,039,614.67   iFT  0.99991838   +2 15 15.6
 QJ0350;UTM  17      - 5,094,194.093   276,776.191   MT  1.00021261   -2 04 19.5
 QJ0350
 QJ0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0350!SPC MI N     -   0.99997773  x   0.99991838  =   0.99989611
 QJ0350!UTM  17      -   0.99997773  x   1.00021261  =   1.00019034
 QJ0350
 QJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7677694194(NAD 83)
 QJ0350
 QJ0350                          SUPERSEDED SURVEY CONTROL
 QJ0350
 QJ0350  NAD 83(1986)-  45 57 53.95165(N)    083 52 51.76557(W) AD(       ) 1
 QJ0350  NGVD 29 (05/22/90)  178.9    (m)  RAPSU86  model used  GPS OBS        
 QJ0350
 QJ0350.Superseded values are not recommended for survey control.
 QJ0350
 QJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0350.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0350
 QJ0350_MARKER: DS = TRIANGULATION STATION DISK
 QJ0350_SETTING: 80 = SET IN A BOULDER
 QJ0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0350+STABILITY: SURFACE MOTION
 QJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0350+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0350
 QJ0350  HISTORY     - Date     Condition        Report By
 QJ0350  HISTORY     - 1988     MONUMENTED       USACE
 QJ0350
 QJ0350                          STATION DESCRIPTION
 QJ0350
 QJ0350'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0350'THE STATION IS LOCATED ABOUT 69.2 KM (43.0 MI) SOUTH-SOUTHEAST OF
 QJ0350'SAULT STE MARIE
 QJ0350'63.2 KM (39.3 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0350'3.7 KM (2.3 MI) SOUTHEAST OF DETOUR VILLAGE
 QJ0350'AT THE SOUTHWEST MOST TIP OF DRUMMOND ISLAND (ON CRAB ISLAND) IN
 QJ0350'GOVT LOT 2, SEC 12, T41N-R4E.
 QJ0350'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 QJ0350'
 QJ0350'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0350'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134
 QJ0350'TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT ACROSS THE ST MARYS RIVER
 QJ0350'AND DOWNRIVER TO THE SOUTHWEST POINT OF THE  ISLAND AND THE STATION
 QJ0350'ON A LARGE ROCK OUTCROP.
 QJ0350'
 QJ0350'THE STATION IS A STANDARD COE DISK
 QJ0350'STAMPED---UPD+230---,
 QJ0350'SET INTO  A LARGE BOULDER
 QJ0350'ON THE WEST SIDE OF CRAB ISLAND.
 QJ0350'
 QJ0350'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0628 ***********************************************************************
 RK0628  DESIGNATION -  CRAFT
 RK0628  PID         -  RK0628
 RK0628  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0628  COUNTRY     -  US
 RK0628  USGS QUAD   -  HIAWATHA (2017)
 RK0628
 RK0628                         *CURRENT SURVEY CONTROL
 RK0628  ______________________________________________________________________
 RK0628* NAD 83(1994) POSITION- 46 01 11.24632(N) 086 16 12.92526(W)   ADJUSTED
 RK0628* NAVD 88 ORTHO HEIGHT -   213.7   (meters)      701.    (feet) VERTCON3
 RK0628  ______________________________________________________________________
 RK0628  GEOID HEIGHT    -        -35.323 (meters)                     GEOID18
 RK0628  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 RK0628  HORZ ORDER      -  SECOND
 RK0628
 RK0628.The horizontal coordinates were established by classical geodetic methods
 RK0628.and adjusted by the National Geodetic Survey in February 1997.
 RK0628
 RK0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0628
 RK0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0628.GEOID18 height accuracy estimate available here.
 RK0628
 RK0628.Click photographs - Photos may exist for this station.
 RK0628
 RK0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0628
 RK0628. The following values were computed from the NAD 83(1994) position.
 RK0628
 RK0628;                    North         East     Units Scale Factor Converg.
 RK0628;SPC MI N     -   137,684.947 8,056,502.457   MT  0.99991352   +0 31 38.8
 RK0628;SPC MI N     -   451,722.27 26,432,094.68   iFT  0.99991352   +0 31 38.8
 RK0628;UTM  16      - 5,096,505.220   556,485.487   MT  0.99963922   +0 31 30.4
 RK0628
 RK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0628!SPC MI N     -   0.99997203  x   0.99991352  =   0.99988556
 RK0628!UTM  16      -   0.99997203  x   0.99963922  =   0.99961126
 RK0628
 RK0628:                Primary Azimuth Mark                     Grid Az
 RK0628:SPC MI N     -  CRAFT AZ MK                              179 34 25.4
 RK0628:UTM  16      -  CRAFT AZ MK                              179 34 33.8
 RK0628
 RK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5648596505(NAD 83)
 RK0628
 RK0628|---------------------------------------------------------------------|
 RK0628| PID    Reference Object                     Distance      Geod. Az  |
 RK0628|                                                           dddmmss.s |
 RK0628| CH1015 CRAFT RM 1                           28.335 METERS 12129     |
 RK0628| QL0599 MANISTIQUE MUN WATER TOWER          APPROX. 6.5 KM 1662440.0 |
 RK0628| CH1014 CRAFT AZ MK                                        1800604.2 |
 RK0628| CH1016 CRAFT RM 2                           29.741 METERS 23701     |
 RK0628|---------------------------------------------------------------------|
 RK0628
 RK0628                          SUPERSEDED SURVEY CONTROL
 RK0628
 RK0628  NAD 83(1986)-  46 01 11.24040(N)    086 16 12.92126(W) AD(       ) 2
 RK0628  NAD 27      -  46 01 11.34887(N)    086 16 12.39304(W) AD(       ) 2
 RK0628  NGVD 29 (07/19/86)  213.7    (m)          701.     (f) VERT ANG       
 RK0628
 RK0628.Superseded values are not recommended for survey control.
 RK0628
 RK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0628.See file dsdata.pdf to determine how the superseded data were derived.
 RK0628
 RK0628_MARKER: DS = TRIANGULATION STATION DISK
 RK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0628_STAMPING: CRAFT 1965
 RK0628_MARK LOGO: CGS
 RK0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0628+STABILITY: SURFACE MOTION
 RK0628
 RK0628  HISTORY     - Date     Condition        Report By
 RK0628  HISTORY     - 1965     MONUMENTED       CGS
 RK0628  HISTORY     - 1977     GOOD             MIDH
 RK0628  HISTORY     - 1977     GOOD             NGS
 RK0628  HISTORY     - 19950207 GOOD             LOCENG
 RK0628
 RK0628                          STATION DESCRIPTION
 RK0628
 RK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0628'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHWEST OF
 RK0628'MANISTIQUE, 2.0 MILES EAST OF INDIAN LAKE, 0.05 MILE EAST OF STATE
 RK0628'HIGHWAY 94, IN SECTION 23, T. 42 N., R. 16 W., AND ON PROPERTY
 RK0628'OWNED BY MR. FLOYD SWEARENGER.
 RK0628'
 RK0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RK0628'HIGHWAY 94 AT THE NORTHWEST EDGE OF MANISTIQUE, GO NORTH ON STATE
 RK0628'HIGHWAY 94 FOR 2.9 MILES TO THE HIAWATHA SCHOOL ON THE LEFT.
 RK0628'CONTINUE NORTH ON STATE HIGHWAY 94 FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 RK0628'(NOTE-- TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 RK0628'EAST ON A SAND ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 RK0628'CONTINUE NORTH ON STATE HIGHWAY 94 FOR 0.5 MILE TO A SIDE ROAD
 RK0628'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.05 MILE
 RK0628'TO THE STATION ON THE LEFT.
 RK0628'
 RK0628'THE STATION MARKS ARE STANDARD DISKS STAMPED CRAFT 1965.  THE SURFACE
 RK0628'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 RK0628'IT IS 96 FEET NORTHEAST OF A POWER POLE, 75 FEET NORTH OF THE
 RK0628'CENTER OF A GRAVEL ROAD, 57 FEET NORTHWEST OF A 36-INCH MAPLE TREE,
 RK0628'51 FEET EAST OF A WIRE FENCE AND 5.4 FEET SOUTH OF A METAL WITNESS
 RK0628'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RK0628'26 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0628'
 RK0628'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRAFT NO 1 1965, IS SET
 RK0628'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 54 FEET
 RK0628'EAST OF THE 36-INCH MAPLE TREE AND 25 FEET NORTH OF THE CENTER OF
 RK0628'THE GRAVEL ROAD.
 RK0628'
 RK0628'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRAFT NO 2 1965, IS SET
 RK0628'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 108
 RK0628'FEET WEST OF THE 36-INCH MAPLE TREE, 30 FEET WEST OF THE WIRE FENCE,
 RK0628'23 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 3.5 FEET NORTH
 RK0628'OF THE POWER POLE.
 RK0628'
 RK0628'AZIMUTH MARK, A STANDARD DISK STAMPED CRAFT 1965, IS SET IN A ROUND
 RK0628'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 49 FEET SOUTH OF A
 RK0628'FENCE CORNER, 25 FEET SOUTH OF THE CENTER OF A SAND ROAD, 1.5 FEET
 RK0628'NORTH OF A WIRE FENCE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 RK0628'
 RK0628'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0628
 RK0628                          STATION RECOVERY (1977)
 RK0628
 RK0628'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 RK0628'THE STATION MARK, REFERENCE MARKS 1 AND 2 , AND THE AZIMUTH MARK WERE
 RK0628'RECOVERED IN GOOD CONDITION.
 RK0628
 RK0628                          STATION RECOVERY (1977)
 RK0628
 RK0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RK0628'LARGE TREES ON LINE RM 1 TO RM 2.
 RK0628'
 RK0628'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 RK0628'CONDITION AND AS DESCRIBED.  THE STATION WAS OCCUPIED TO SEE IF IT
 RK0628'HAD MOVED.  THE REFERENCE MARKS DISTANCE CHECKED AS DID THE
 RK0628'DIRECTION.  THE DESCRIPTION IS ADEQUATE TO RECOVER THE STATION
 RK0628'WITH THE ADDITION OF A METAL WITNESS POST SET 5 FEET NORTH OF THE
 RK0628'STATION.  A METAL WITNESS POST 1 FOOT EAST OF REFERENCE MARK 1
 RK0628'AND ONE SET 1 FOOT WEST OF THE AZIMUTH MARK.
 RK0628'
 RK0628'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RK0628'
 RK0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 RK0628'NORTH-NORTHWEST MANISTIQUE.
 RK0628
 RK0628                          STATION RECOVERY (1995)
 RK0628
 RK0628'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0628'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1216 ***********************************************************************
 RJ1216  DESIGNATION -  CRANBERRY
 RJ1216  PID         -  RJ1216
 RJ1216  STATE/COUNTY-  MI/MACKINAC
 RJ1216  COUNTRY     -  US
 RJ1216  USGS QUAD   -  ENGADINE (2017)
 RJ1216
 RJ1216                         *CURRENT SURVEY CONTROL
 RJ1216  ______________________________________________________________________
 RJ1216* NAD 83(1994) POSITION- 46 02 50.76607(N) 085 34 39.51633(W)   ADJUSTED
 RJ1216* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RJ1216  ______________________________________________________________________
 RJ1216  GEOID HEIGHT    -        -34.930 (meters)                     GEOID18
 RJ1216  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 RJ1216  HORZ ORDER      -  FIRST
 RJ1216
 RJ1216.The horizontal coordinates were established by classical geodetic methods
 RJ1216.and adjusted by the National Geodetic Survey in February 1997.
 RJ1216
 RJ1216.The orthometric height was scaled from a topographic map.
 RJ1216
 RJ1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1216.GEOID18 height accuracy estimate available here.
 RJ1216
 RJ1216.Click photographs - Photos may exist for this station.
 RJ1216
 RJ1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1216
 RJ1216. The following values were computed from the NAD 83(1994) position.
 RJ1216
 RJ1216;                    North         East     Units Scale Factor Converg.
 RJ1216;SPC MI N     -   141,484.861 8,110,070.583   MT  0.99991141   +1 01 41.0
 RJ1216;SPC MI N     -   464,189.18 26,607,843.12   iFT  0.99991141   +1 01 41.0
 RJ1216;UTM  16      - 5,100,301.289   610,041.811   MT  0.99974886   +1 01 26.7
 RJ1216
 RJ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1216!SPC MI N     -   0.99997726  x   0.99991141  =   0.99988867
 RJ1216!UTM  16      -   0.99997726  x   0.99974886  =   0.99972613
 RJ1216
 RJ1216:                Primary Azimuth Mark                     Grid Az
 RJ1216:SPC MI N     -  BIDDLE                                   077 32 59.2
 RJ1216:UTM  16      -  BIDDLE                                   077 33 13.5
 RJ1216
 RJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1004100301(NAD 83)
 RJ1216
 RJ1216|---------------------------------------------------------------------|
 RJ1216| PID    Reference Object                     Distance      Geod. Az  |
 RJ1216|                                                           dddmmss.s |
 RJ1216| RJ1185 BIDDLE                              APPROX.15.7 KM 0783440.2 |
 RJ1216|---------------------------------------------------------------------|
 RJ1216
 RJ1216                          SUPERSEDED SURVEY CONTROL
 RJ1216
 RJ1216  NAD 83(1986)-  46 02 50.76090(N)    085 34 39.51243(W) AD(       ) 1
 RJ1216  NAD 27      -  46 02 50.79862(N)    085 34 39.13620(W) AD(       ) 1
 RJ1216
 RJ1216.Superseded values are not recommended for survey control.
 RJ1216
 RJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1216.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1216
 RJ1216_MARKER: B = BOLT
 RJ1216_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1216
 RJ1216  HISTORY     - Date     Condition        Report By
 RJ1216  HISTORY     - 1918     MONUMENTED       USLS
 RJ1216  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RJ1216  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1216  HISTORY     - 19950816 GOOD             USPSQD
 RJ1216
 RJ1216                          STATION DESCRIPTION
 RJ1216
 RJ1216'DESCRIBED BY US LAKE SURVEY 1918
 RJ1216'ABOUT 7 MI (11.3 KM) NORTHEAST OF POINT PATTERSON, ON CRANBERRY POINT,
 RJ1216'ON NORTH SHORE OF LAKE MICHIGAN, ON TOP OF SANDY RIDGE NEAR SOUTHERLY
 RJ1216'SIDE OF LONG ROUNDED POINT, 250 M (820.2 FT) SOUTH OF MOUTH OF CREEK,
 RJ1216'105 FT (32.0 M) FROM WATERS EDGE, 40 FT (12.2 M) FROM HIGH-WATER LINE,
 RJ1216'74.4 FT (22.7 M) NORTHEAST, 35.7 FT (10.9 M) SOUTHEAST AND 137 FT
 RJ1216'(41.8 M) SOUTHWEST OF THREE BLAZED 8-INCH JACK PINE TREES.  MARKED BY
 RJ1216'BRASS BOLT IN CONCRETE, FLUSH WITH SURFACE OF THE GROUND AND MARKED
 RJ1216'U.S. 1918.
 RJ1216
 RJ1216                          STATION RECOVERY (1964)
 RJ1216
 RJ1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 RJ1216'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RJ1216'GOOD CONDITION.
 RJ1216'
 RJ1216'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 RJ1216'FOLLOWS.
 RJ1216'
 RJ1216'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE MICHIGAN, ABOUT 6
 RJ1216'1/2 MI (10.46 KM) SOUTHEAST OF GOULD CITY, 6-3/4 MI (10.86 KM)
 RJ1216'NORTHEAST OF POINT PATTERSON AND 6-1/2 MI (10.46 KM) SOUTHWEST OF
 RJ1216'NAUBINWAY, ON TOP OF A SANDY RIDGE (THE SECOND RIDGE FROM THE EXTREME
 RJ1216'HIGH WATER LINE), 820 FT (249.9 M) SOUTH OF THE MOUTH OF A SMALL
 RJ1216'CREEK, 38 FT (11.6 M) NORTHWEST OF AN 8-INCH (20 CM) JACK PINE TREE
 RJ1216'WITH A TRIANGULAR BLAZE AND 14 FT (4.3 M) EAST-NORTHEAST OF A SMALL
 RJ1216'JACK PINE WITH A TRIANGULAR BLAZE.  THE STATION IS MARKED BY A BRASS
 RJ1216'BOLT IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND IT HAS US 1918
 RJ1216'ETCHED IN THE TOP.  (THE STATION IS BY A 3-FOOT CEDAR POST.) REFERENCE
 RJ1216'MARK 1 IS 93.55 FT (28.5 M) NORTHEAST OF THE STATION AND ON THE SAME
 RJ1216'SAND RIDGE, 42 FT (12.8 M) NORTH-NORTHWEST OF A 6-INCH (15 CM) PINE
 RJ1216'TREE WITH A TRIANGULAR BLAZE AND 41 1/2 FT (12.6 M) NORTHEAST OF THE
 RJ1216'NORTHEAST ONE OF TWO JACK PINE TREES.  IT IS A STANDARD (USE)
 RJ1216'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 RJ1216'PROJECTS 3 INCHES (8 CM) AND THE DISK IS STAMPED CRANBERRY NO 1 1918
 RJ1216'93.55 FEET.
 RJ1216'
 RJ1216'REFERENCE MARK NO. 2 IS 76.03 FT (23.2 M) SOUTHEAST OF THE STATION, ON
 RJ1216'THE FIRST SAND RIDGE BETWEEN THE STATION AND LAKE SHORE.  IT IS A
 RJ1216'STANDARD (USE) REFERENCE MARK DISK SET IN THE TOP OF A 6-INCH (15 CM)
 RJ1216'CONCRETE POST WHICH PROJECTS 8 INCHES (20 CM) AND THE DISK IS STAMPED
 RJ1216'CRANBERRY NO 2 1918, 76.03 FEET.
 RJ1216'
 RJ1216'TO REACH THE STATION FROM THE JUNCTION OF MI 117 WITH U.S. HIGHWAY 2,
 RJ1216'1 MI (1.6 KM) SOUTH OF ENGADINE, GO WEST ON HIGHWAY 2 FOR 1.45 MI
 RJ1216'(2.33 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON BIG KNOB
 RJ1216'ROAD FOR 6.0 MI (9.7 KM) TO THE END OF THE ROAD AT LAKE MICHIGAN.
 RJ1216'PASS THROUGH THE DUNE LINE (4-WHEEL DRIVE VEHICLES ONLY).  TURN LEFT
 RJ1216'AND GO NORTHEAST, UP THE SHORELINE, FOR APPROXIMATELY 1 MI (1.6 KM)
 RJ1216'TO THE STATION ON THE LEFT, ON THE SECOND RIDGE NORTHWEST OF THE
 RJ1216'BEACH.
 RJ1216
 RJ1216                          STATION RECOVERY (1973)
 RJ1216
 RJ1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1216'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1216'DISTANCES MEASURED O.K. ORIGINAL DESCRIPTION ADEQUATE.
 RJ1216'
 RJ1216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 6-1/2 MI.
 RJ1216'SE OF GOULD CITY.
 RJ1216
 RJ1216                          STATION RECOVERY (1995)
 RJ1216
 RJ1216'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0793 ***********************************************************************
 QK0793  DESIGNATION -  CRANE
 QK0793  PID         -  QK0793
 QK0793  STATE/COUNTY-  MI/EMMET
 QK0793  COUNTRY     -  US
 QK0793  USGS QUAD   -  WAUGOSHANCE ISLAND (2017)
 QK0793
 QK0793                         *CURRENT SURVEY CONTROL
 QK0793  ______________________________________________________________________
 QK0793* NAD 83(1994) POSITION- 45 45 53.33202(N) 085 04 13.52841(W)   ADJUSTED
 QK0793* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0793  ______________________________________________________________________
 QK0793  GEOID HEIGHT    -        -35.143 (meters)                     GEOID18
 QK0793  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 QK0793  HORZ ORDER      -  FIRST
 QK0793
 QK0793.The horizontal coordinates were established by classical geodetic methods
 QK0793.and adjusted by the National Geodetic Survey in February 1997.
 QK0793
 QK0793.The orthometric height was scaled from a topographic map.
 QK0793
 QK0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0793.GEOID18 height accuracy estimate available here.
 QK0793
 QK0793.Click photographs - Photos may exist for this station.
 QK0793
 QK0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0793
 QK0793. The following values were computed from the NAD 83(1994) position.
 QK0793
 QK0793;                    North         East     Units Scale Factor Converg.
 QK0793;SPC MI C     -   272,285.977 5,945,253.914   MT  1.00001564   -0 29 49.7
 QK0793;SPC MI C     -   893,326.70 19,505,426.23   iFT  1.00001564   -0 29 49.7
 QK0793;UTM  16      - 5,069,727.854   650,042.535   MT  0.99987678   +1 22 57.9
 QK0793
 QK0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0793!SPC MI C     -   0.99997730  x   1.00001564  =   0.99999294
 QK0793!UTM  16      -   0.99997730  x   0.99987678  =   0.99985408
 QK0793
 QK0793:                Primary Azimuth Mark                     Grid Az
 QK0793:SPC MI C     -  GOODHART                                 181 57 53.6
 QK0793:UTM  16      -  GOODHART                                 180 05 06.0
 QK0793
 QK0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5004269727(NAD 83)
 QK0793
 QK0793|---------------------------------------------------------------------|
 QK0793| PID    Reference Object                     Distance      Geod. Az  |
 QK0793|                                                           dddmmss.s |
 QK0793| QK0800 GOODHART                            APPROX.19.4 KM 1812803.9 |
 QK0793|---------------------------------------------------------------------|
 QK0793
 QK0793                          SUPERSEDED SURVEY CONTROL
 QK0793
 QK0793  NAD 83(1986)-  45 45 53.32619(N)    085 04 13.52723(W) AD(       ) 1
 QK0793  NAD 27      -  45 45 53.29000(N)    085 04 13.29200(W) AD(       ) 1
 QK0793
 QK0793.Superseded values are not recommended for survey control.
 QK0793
 QK0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0793.See file dsdata.pdf to determine how the superseded data were derived.
 QK0793
 QK0793_MARKER: I = METAL ROD
 QK0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0793+STABILITY: SURFACE MOTION
 QK0793
 QK0793  HISTORY     - Date     Condition        Report By
 QK0793  HISTORY     - 1902     MONUMENTED       USLS
 QK0793  HISTORY     - 1918     GOOD             USLS
 QK0793  HISTORY     - 1965     GOOD             USLS
 QK0793
 QK0793                          STATION DESCRIPTION
 QK0793
 QK0793'DESCRIBED BY US LAKE SURVEY 1918
 QK0793'ON WAUGOSHANCE OR CRANE ISLAND, ABOUT 500 FEET FROM NORTH SIDE AND
 QK0793'1,200 FEET FROM WEST END,
 QK0793'CROSS VILLAGE TOWNSHIP.  MARK IS 1/2-INCH BRASS TUBE IN CONCRETE
 QK0793'BLOCK, INSCRIBED U.S. 1902, 2
 QK0793'FEET BELOW SURFACE OF GROUND.  ONE CONCRETE REFERENCE
 QK0793'MONUMENT IS ON LINE TO WAUGOSHANCE LIGHTHOUSE,
 QK0793'JUST INSIDE TIMBER LINE ON
 QK0793'NORTH SHORE, AND 460 FEET FROM STATION, ANOTHER IS JUST OFF
 QK0793'RIDGE, AND 25-1/4 FEET WEST OF STATION.
 QK0793
 QK0793                          STATION RECOVERY (1965)
 QK0793
 QK0793'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0793'STATION IS LOCATED ON WESTERN END AND NORTH SIDE OF WAUGOSHANCE
 QK0793'ISLAND.  TO REACH
 QK0793'STATION PACE ABOUT 1,200 FT. FROM THE WESTERLY END OF THE ISLAND TO A
 QK0793'3 FOOT HIGH STONE CAIRN WHICH IS 15
 QK0793'FEET FROM THE TREE LINE AND ABOUT 200 FEET FROM WATERS EDGE.
 QK0793'REFERENCE MONUMENT IS 50 FEET SOUTHERLY OF
 QK0793'THE CAIRN INSIDE THE TREE LINE ON A SMALL
 QK0793'RIDGE, THEN PACE 460 FEET SOUTHERLY OF THE REFERENCE
 QK0793'MONUMENT, KEEPING THE REFERENCE
 QK0793'MONUMENT AND WAUGOSHANCE LIGHTHOUSE IN RANGE, TO A SMALL CLEARING ON
 QK0793'LOW GRASSY RIDGE WHERE THE STATION
 QK0793'IS LOCATED.
 QK0793'
 QK0793'ONE REFERENCE MONUMENT LIES 460 FEET NORTH OF THE STATION AND IS A 12
 QK0793'INCH BY 12 INCH BY 3 FOOT CONCRETE BLOCK
 QK0793'MARKED U. S. 1902 (9 INCHES ABOVE GROUND.)
 QK0793'
 QK0793'ANOTHER REFERENCE MONUMENT IS 25-1/4 FEET WEST OF THE STATION JUST
 QK0793'OFF THE RIDGE AND IS A 12 INCH BY 12
 QK0793'INCH BY 3 FOOT CONCRETE BLOCK MARKED U. S. 1902 (9 INCHES ABOVE
 QK0793'GROUND.)
 QK0793'
 QK0793'THE STATION IS A 1/2 INCH BRASS TUBE IN A 12 INCH BY 12 INCH BY 3
 QK0793'FOOT CONCRETE BLOCK MARKED U. S.  1902, 2 FEET
 QK0793'BELOW THE GROUND SURFACE AND IS 6.3 FEET WEST OF A TRIANGLE BLAZE IN
 QK0793'A 6 INCH BALSAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0432 ***********************************************************************
 PL0432  DESIGNATION -  CRAWFORD
 PL0432  PID         -  PL0432
 PL0432  STATE/COUNTY-  MI/CRAWFORD
 PL0432  COUNTRY     -  US
 PL0432  USGS QUAD   -  ELDORADO (2017)
 PL0432
 PL0432                         *CURRENT SURVEY CONTROL
 PL0432  ______________________________________________________________________
 PL0432* NAD 83(2011) POSITION- 44 31 00.17922(N) 084 23 18.03697(W)   ADJUSTED
 PL0432* NAD 83(2011) ELLIP HT-   411.939 (meters)        (06/27/12)   ADJUSTED
 PL0432* NAD 83(2011) EPOCH   -  2010.00
 PL0432* NAVD 88 ORTHO HEIGHT -   446.6   (meters)     1465.    (feet) GPS OBS
 PL0432  ______________________________________________________________________
 PL0432  NAVD 88 orthometric height was determined with an earlier geoid model
 PL0432  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 PL0432  NAD 83(2011) X  -    445,480.787 (meters)                     COMP
 PL0432  NAD 83(2011) Y  - -4,533,866.724 (meters)                     COMP
 PL0432  NAD 83(2011) Z  -  4,449,501.729 (meters)                     COMP
 PL0432  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 PL0432
 PL0432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0432  Standards:
 PL0432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0432  -------------------------------------------------------------------
 PL0432  NETWORK    4.08   6.70           1.66   1.62   3.42      0.34252326
 PL0432  -------------------------------------------------------------------
 PL0432  Click here for local accuracies and other accuracy information.
 PL0432
 PL0432.The horizontal coordinates were established by GPS observations
 PL0432.and adjusted by the National Geodetic Survey in June 2012.
 PL0432
 PL0432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0432.been affixed to the stable North American tectonic plate. See 
 PL0432.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0432
 PL0432.The horizontal coordinates are valid at the epoch date displayed above
 PL0432.which is a decimal equivalence of Year/Month/Day.
 PL0432
 PL0432.The orthometric height was determined by GPS observations and a
 PL0432.high-resolution geoid model.
 PL0432
 PL0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0432.GEOID18 height accuracy estimate available here.
 PL0432
 PL0432.Click photographs - Photos may exist for this station.
 PL0432
 PL0432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0432
 PL0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0432
 PL0432.The ellipsoidal height was determined by GPS observations
 PL0432.and is referenced to NAD 83.
 PL0432
 PL0432. The following values were computed from the NAD 83(2011) position.
 PL0432
 PL0432;                    North         East     Units Scale Factor Converg.
 PL0432;SPC MI C     -   133,350.458 5,998,276.638   MT  0.99994027   -0 00 55.1
 PL0432;SPC MI C     -   437,501.50 19,679,385.30   iFT  0.99994027   -0 00 55.1
 PL0432;UTM  16      - 4,932,583.851   707,562.790   MT  1.00012984   +1 49 54.2
 PL0432
 PL0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0432!SPC MI C     -   0.99993541  x   0.99994027  =   0.99987569
 PL0432!UTM  16      -   0.99993541  x   1.00012984  =   1.00006525
 PL0432
 PL0432:                Primary Azimuth Mark                     Grid Az
 PL0432:SPC MI C     -  INDIAN                                   181 21 35.3
 PL0432:UTM  16      -  INDIAN                                   179 30 46.0
 PL0432
 PL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0756232583(NAD 83)
 PL0432
 PL0432|---------------------------------------------------------------------|
 PL0432| PID    Reference Object                     Distance      Geod. Az  |
 PL0432|                                                           dddmmss.s |
 PL0432| PL0426 MACK LAKE LOOKOUT TOWER             APPROX.27.0 KM 0653531.3 |
 PL0432| CH1017 CRAWFORD RM 1                        11.530 METERS 09902     |
 PL0432| PL0446 ROSE CITY LOOKOUT TOWER             APPROX.18.2 KM 1200018.2 |
 PL0432| PL0456 INDIAN                              APPROX.24.1 KM 1812040.2 |
 PL0432| CH1018 CRAWFORD RM 2                        10.560 METERS 21646     |
 PL0432| PL0491 GRASS LAKE LOOKOUT TOWER            APPROX.38.0 KM 2702208.4 |
 PL0432| PL0431 ROSCOMMON LOOKOUT TOWER             APPROX. 8.0 KM 2784224.9 |
 PL0432| PL0492 PORTAGE LAKE TOWER                  APPROX.33.3 KM 2820101.8 |
 PL0432|---------------------------------------------------------------------|
 PL0432
 PL0432                          SUPERSEDED SURVEY CONTROL
 PL0432
 PL0432  NAD 83(2007)-  44 31 00.18005(N)    084 23 18.03752(W) AD(2002.00) 0
 PL0432  ELLIP H (02/10/07)  411.995  (m)                       GP(2002.00)    
 PL0432  ELLIP H (07/17/02)  411.982  (m)                       GP(       ) 4 1
 PL0432  NAD 83(1994)-  44 31 00.17991(N)    084 23 18.03776(W) AD(       ) 1
 PL0432  ELLIP H (02/03/97)  411.981  (m)                       GP(       ) 4 1
 PL0432  NAD 83(1986)-  44 31 00.17509(N)    084 23 18.05079(W) AD(       ) 1
 PL0432  NAD 27      -  44 31 00.11201(N)    084 23 17.99081(W) AD(       ) 1
 PL0432
 PL0432.Superseded values are not recommended for survey control.
 PL0432
 PL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0432.See file dsdata.pdf to determine how the superseded data were derived.
 PL0432
 PL0432_MARKER: DS = TRIANGULATION STATION DISK
 PL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0432_STAMPING: CRAWFORD 1932
 PL0432_MARK LOGO: CGS
 PL0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0432+STABILITY: SURFACE MOTION
 PL0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0432+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 PL0432
 PL0432  HISTORY     - Date     Condition        Report By
 PL0432  HISTORY     - 1932     MONUMENTED       CGS
 PL0432  HISTORY     - 1980     POOR             MIDH
 PL0432  HISTORY     - 1990     GOOD             USPSQD
 PL0432  HISTORY     - 19910430 POOR             USFS
 PL0432
 PL0432                          STATION DESCRIPTION
 PL0432
 PL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0432'ABOUT 10 MILES EAST OF ROSCOMMON, NEAR SECTION LINE BETWEEN SECS. 35
 PL0432'AND 36, T. 25 N., R. 1 W., ON FLAT-TOPPED WOODED HILL, NORTHEAST OF
 PL0432'LONE PINE TREE ON FLAT PLACE AT TOP OF HILL, 2.8 METERS (9 FEET)
 PL0432'SOUTHEAST OF TRIANGULAR BLAZE ON 8-INCH SCRUB OAK TREE, AND 2.4 METERS
 PL0432'(8 FEET) SOUTH OF BLAZE ON 4-INCH SCRUB OAK TREE.
 PL0432'
 PL0432'TO REACH FROM ROSCOMMON FOLLOW ROUTE M-76 EAST 7.2 MILES, PROCEED
 PL0432'SOUTH 1.0 MILE TO JUNCTION WITH COUNTY ROAD 28 WHICH IS DIRT AND
 PL0432'GRAVEL ROAD TO EAST, FOLLOW EAST 1.0 MILE TO DIRT ROAD TO NORTH,
 PL0432'PROCEED NORTH 0.5 MILE TO FORK NEAR MAIL BOX, TAKE RIGHT-HAND ROAD
 PL0432'NORTHEAST 1.1 MILES TO CROSSROADS AT CORNER OF SECTIONS 34, 35, 3, 2
 PL0432'WHICH IS INDICATED BY STAKE AT CORNER OF FENCE ON SOUTH SIDE OF ROAD,
 PL0432'FOLLOW SANDY ROAD EAST ALONG FENCE 0.9 MILE TO A GALVANIZED IRON
 PL0432'BUILDING ON SOUTH WHICH IS KNOWN AS THE STEAM HEAT LODGE, TAKE DIM
 PL0432'ROAD ABOUT 30 METERS (98 FEET) EAST OF LODGE, FOLLOW NORTHEAST 0.6
 PL0432'MILE TO BLAZES ON TREES AT END OF ROAD, TURN LEFT, AND FOLLOW BLAZED
 PL0432'PATCH UP HILL NORTHWEST ABOUT 500 METERS (1,640 FEET) TO STATION SITE.
 PL0432'
 PL0432'HILL CAN BE IDENTIFIED BY VERY TALL PINE TREE ON TOP WHICH STICKS UP
 PL0432'ABOVE SURROUNDING TREES.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 PL0432'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS
 PL0432'6 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 PL0432'NOTE 11A.
 PL0432'
 PL0432'NO. 1 PROJECTS 4 INCHES, IS 2 METERS (7 FEET) SOUTH OF 6-INCH SCRUB
 PL0432'OAK TREE, 1 METER (3 FEET) NORTH OF 5-INCH SCRUB OAK TREE, AND IS
 PL0432'11.53 METERS (37.8 FEET) FROM STATION IN AZIMUTH 279 DEG 02 MIN.
 PL0432'
 PL0432'NO. 2 PROJECTS 3 INCHES, IS 1 METER (3 FEET) NORTH OF 6-INCH SCRUB OAK
 PL0432'TREE, AND 10.56 METERS (34.6 FEET) FROM STATION IN AZIMUTH 36 DEG 46
 PL0432'MIN. LONE PINE TREE IS APPROXIMATELY 50 METERS (164 FEET) FROM STATION
 PL0432'IN AZIMUTH 32 DEG 01 MIN. IN 1934 IT WAS REPORTED BY A HUNTER THAT
 PL0432'DISKS WERE MISSING FROM REFERENCE MARKS.
 PL0432
 PL0432                          STATION RECOVERY (1980)
 PL0432
 PL0432'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0432'THE STATION MARK, AND REFERENCE MARK 1 AND 2 WERE RECOVERED.  THE
 PL0432'STATION MARK MONUMENT IS CRACKED AND CHIPPED BUT THE DISK IS SOLID.
 PL0432'THE REFERENCE MARK 1 AND 2 MONUMENTS ARE CRACKED AND CHIPPED AND BOTH
 PL0432'DISKS ARE MISSING.  FOLLOWING IS A NEW TO REACH.
 PL0432'
 PL0432'TO REACH THE STATION FROM ROSCOMMON AT THE INTERSECTION OF M18 AND OLD
 PL0432'M76, GO NORTHEAST AND EAST ON M18 6.55 MILES, TO WHERE M18 CURVES BACK
 PL0432'NORTH AND COUNTY ROAD 602 GOES EAST.  CONTINUE EAST ON 602 0.85 MILE,
 PL0432'WHERE COUNTY ROAD 602 TURNS SOUTH.  CONTINUE STRAIGHT AHEAD, EAST ON
 PL0432'PAVEMENT AND GRAVEL 2 MILES TO F97 INTERSECTION.  CONTINUE STRAIGHT
 PL0432'AHEAD EAST 1 MILE TO A TWO TRACK WOODS ROAD, ABOUT 100 FEET PAST A
 PL0432'CORRUGATED METAL BUILDING ON THE SOUTH SIDE OF ROAD, THE STEAM HEAT
 PL0432'HUNTING LODGE, TURN LEFT AND GO NORTHEAST ON TWO TRACK 0.6 MILE, PARK
 PL0432'TRUCK AND PACK NORTHWEST ABOUT 1250 FEET TO TOP OF HILL AND STATION.
 PL0432
 PL0432                          STATION RECOVERY (1990)
 PL0432
 PL0432'RECOVERY NOTE BY US POWER SQUADRON 1990 (NC)
 PL0432'RECOVERED IN GOOD CONDITION.
 PL0432
 PL0432                          STATION RECOVERY (1991)
 PL0432
 PL0432'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0432'FROM THE INTERSECTION OF M-18 AND M-76 IN DOWNTOWN ROSCOMMON PROCEED
 PL0432'NORTHEASTERLY ALONG M-18, 6.6 MI (10.6 KM) TO A Y IN THE ROAD, WHERE
 PL0432'M-18 HEADS NORTHEAST AND THE ROSCOMMON-CRAWFORD COUNTY LINE CONTINUES
 PL0432'EAST, GO EAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF KENO ROAD AND
 PL0432'SILSBY ROAD ALSO SPELLED SILBY, ON THE COUNTY LINE, GO EAST 2.0 MI
 PL0432'(3.2 KM) TO CRAWFORD COUNTY ROAD 502 (ALSO KNOWN AS ROSCOMMON COUNTY
 PL0432'ROAD 600, ST. HELEN ROAD AND HIGHWAY F-97), CONTINUE EAST 1.0 MI
 PL0432'(1.6 KM) AND TURN NORTH ONTO A TWO TRACK, GO 0.51 MI (0.82 KM) TO A
 PL0432'BLOCKED OFF ROAD BEARING N30W AND LEADING TO THE STATION, WALK
 PL0432'NORTHWESTERLY ALONG THE ROAD FOR APPROXIMATELY 0.25 MI (0.40 KM) TO
 PL0432'THE TOP OF THE 2ND KNOLL AND STATION ABOUT 100 FT (30.5 M) TO THE
 PL0432'RIGHT, 1 FT (0.3 M) NORTH OF A FIBERGLASS POST. REFERENCE MONUMENT NO.
 PL0432'1 HAS HAD THE BRASS CAP REMOVED BUT THE STEM REMAINS, REFERENCE
 PL0432'MONUMENT NO. 2 WAS NOT FOUND. MAP POSITION IS NEAR THE NORTH 1/16
 PL0432'CORNER COMMON TO SECTIONS 35 AND 36 T25N R1W.  THE SURFACE MARK
 PL0432'PROTRUDES 5 INCHES ABOVE GROUND, IS A 12 INCH SQUARE CONCRETE MONUMENT
 PL0432'WITH 3 1/2 INCH BRASS DISK.  THE CONCRETE AROUND THE SURFACE MARK IS
 PL0432'BADLY DETERIORATED FROM VANDALISM.  THE DISK REMAINS SOLID AND INTACT
 PL0432'DESPITE THE ABUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0083 ***********************************************************************
 OJ0083  DESIGNATION -  CRAWFORD USLS
 OJ0083  PID         -  OJ0083
 OJ0083  STATE/COUNTY-  MI/SANILAC
 OJ0083  COUNTRY     -  US
 OJ0083  USGS QUAD   -  PORT SANILAC (2017)
 OJ0083
 OJ0083                         *CURRENT SURVEY CONTROL
 OJ0083  ______________________________________________________________________
 OJ0083* NAD 83(1986) POSITION- 43 27 18.     (N) 082 33 08.     (W)   SCALED
 OJ0083* NAVD 88 ORTHO HEIGHT -   183.726 (meters)      602.77  (feet) ADJUSTED
 OJ0083  ______________________________________________________________________
 OJ0083  GEOID HEIGHT    -        -34.704 (meters)                     GEOID18
 OJ0083  DYNAMIC HEIGHT  -        183.691 (meters)      602.66  (feet) COMP
 OJ0083  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 OJ0083
 OJ0083  VERT ORDER      -  FIRST     CLASS 0
 OJ0083
 OJ0083.The horizontal coordinates were scaled from a map and have
 OJ0083.an estimated accuracy of +/- 6 seconds.
 OJ0083
 OJ0083.The orthometric height was determined by differential leveling and
 OJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0083.in June 1991.
 OJ0083
 OJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0083.GEOID18 height accuracy estimate available here.
 OJ0083
 OJ0083.Click photographs - Photos may exist for this station.
 OJ0083
 OJ0083.The dynamic height is computed by dividing the NAVD 88
 OJ0083.geopotential number by the normal gravity value computed on the
 OJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0083.degrees latitude (g = 980.6199 gals.).
 OJ0083
 OJ0083.The modeled gravity was interpolated from observed gravity values.
 OJ0083
 OJ0083;                    North         East    Units  Estimated Accuracy
 OJ0083;SPC MI S     -   218,740.    4,146,840.      MT  (+/- 180 meters Scaled)
 OJ0083
 OJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ744125(NAD 83)
 OJ0083
 OJ0083                          SUPERSEDED SURVEY CONTROL
 OJ0083
 OJ0083  NGVD 29 (11/26/84)  183.844  (m)          603.16   (f) ADJUSTED    1 0
 OJ0083
 OJ0083.Superseded values are not recommended for survey control.
 OJ0083
 OJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0083.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0083
 OJ0083_MARKER: Z = SEE DESCRIPTION
 OJ0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0083_SP_SET: CULVERT
 OJ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0083
 OJ0083  HISTORY     - Date     Condition        Report By
 OJ0083  HISTORY     - 1970     MONUMENTED       USLS
 OJ0083  HISTORY     - 1970     GOOD             USLS
 OJ0083  HISTORY     - 1980     GOOD             NGS
 OJ0083  HISTORY     - 19940717 GOOD             USPSQD
 OJ0083  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0083
 OJ0083                          STATION DESCRIPTION
 OJ0083
 OJ0083'DESCRIBED BY US LAKE SURVEY 1970
 OJ0083'1.8 MI N FROM PORT SANILAC.
 OJ0083'CRAWFORD IS IN SANILAC COUNTY, MICHIGAN, ABOUT 1.8 MILES NORTH
 OJ0083'OF INTERSECTION OF HIGHWAY M-46 AND LAKESHORE ROAD (U.S. 25)
 OJ0083'IN PORT SANILAC, ON WEST SIDE OF HIGHWAY, 0.5 FEET WEST OF EAST
 OJ0083'FACE AND 0.4 FEET SOUTH OF NORTH FACE OF CONCRETE CULVERT, ABOUT
 OJ0083'20-FEET BELOW THE ROAD, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0083'HEXAGONAL BRASS ROD SET INTO THE TOP OF THE CULVERT.  BM
 OJ0083'CRAWFORD 1970.
 OJ0083
 OJ0083                          STATION RECOVERY (1980)
 OJ0083
 OJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0083'2.9 KILOMETERS (1.8 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0083'END OF THE CULVERT OVER CRAWFORD CREEK ON THE WEST SIDE OF THE
 OJ0083'HIGHWAY. 17.4 METERS (57.0 FEET) WEST OF THE CENTER LINE OF THE
 OJ0083'HIGHWAY, 12.0 METERS (39.3 FEET) SOUTHWEST OF THE NORTH END OF A
 OJ0083'METAL GUARD RAIL,1.2 METERS (4.0 FEET) SOUTH OF THE NORTH END OF
 OJ0083'THE CULVERT.
 OJ0083'THE MARK IS 8.0 M BELOW HIGHWAY.
 OJ0083
 OJ0083                          STATION RECOVERY (1994)
 OJ0083
 OJ0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0083'RECOVERED IN GOOD CONDITION.
 OJ0083
 OJ0083                          STATION RECOVERY (2001)
 OJ0083
 OJ0083'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1538 ***********************************************************************
 RL1538  DESIGNATION -  CREBASSA USLS 1871
 RL1538  PID         -  RL1538
 RL1538  STATE/COUNTY-  MI/HOUGHTON
 RL1538  COUNTRY     -  US
 RL1538  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL1538
 RL1538                         *CURRENT SURVEY CONTROL
 RL1538  ______________________________________________________________________
 RL1538* NAD 83(1994) POSITION- 46 59 00.21146(N) 088 24 18.03976(W)   ADJUSTED
 RL1538* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 RL1538  ______________________________________________________________________
 RL1538  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 RL1538  LAPLACE CORR    -        -11.27  (seconds)                    DEFLEC18
 RL1538  HORZ ORDER      -  FIRST
 RL1538
 RL1538.The horizontal coordinates were established by classical geodetic methods
 RL1538.and adjusted by the National Geodetic Survey in February 1997.
 RL1538
 RL1538.The orthometric height was scaled from a topographic map.
 RL1538
 RL1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1538.GEOID18 height accuracy estimate available here.
 RL1538
 RL1538.Click photographs - Photos may exist for this station.
 RL1538
 RL1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1538
 RL1538. The following values were computed from the NAD 83(1994) position.
 RL1538
 RL1538;                    North         East     Units Scale Factor Converg.
 RL1538;SPC MI N     -   245,478.749 7,893,115.415   MT  0.99997714   -1 00 55.9
 RL1538;SPC MI N     -   805,376.47 25,896,047.95   iFT  0.99997714   -1 00 55.9
 RL1538;UTM  16      - 5,204,276.501   393,150.858   MT  0.99974032   -1 01 38.6
 RL1538
 RL1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1538!SPC MI N     -   0.99997444  x   0.99997714  =   0.99995158
 RL1538!UTM  16      -   0.99997444  x   0.99974032  =   0.99971477
 RL1538
 RL1538:                Primary Azimuth Mark                     Grid Az
 RL1538:SPC MI N     -  TRAVERSE POINT USLS 1871                 036 57 11.8
 RL1538:UTM  16      -  TRAVERSE POINT USLS 1871                 036 57 54.5
 RL1538
 RL1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9315004276(NAD 83)
 RL1538
 RL1538|---------------------------------------------------------------------|
 RL1538| PID    Reference Object                     Distance      Geod. Az  |
 RL1538|                                                           dddmmss.s |
 RL1538| SG0166 TRAVERSE POINT USLS 1871            APPROX.22.2 KM 0355615.9 |
 RL1538|---------------------------------------------------------------------|
 RL1538
 RL1538                          SUPERSEDED SURVEY CONTROL
 RL1538
 RL1538  NAD 83(1986)-  46 59 00.20477(N)    088 24 18.01763(W) AD(       ) 1
 RL1538  NAD 27      -  46 59 00.46900(N)    088 24 17.57200(W) AD(       ) 1
 RL1538  USSD        -  46 59 00.78100(N)    088 24 17.22000(W) AD(       ) 3
 RL1538
 RL1538.Superseded values are not recommended for survey control.
 RL1538
 RL1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1538.See file dsdata.pdf to determine how the superseded data were derived.
 RL1538
 RL1538_MARKER: V = STONE MONUMENT
 RL1538_SETTING: 0 = UNSPECIFIED SETTING
 RL1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1538
 RL1538  HISTORY     - Date     Condition        Report By
 RL1538  HISTORY     - 1871     MONUMENTED       USLS
 RL1538  HISTORY     - 20041115 MARK NOT FOUND   GEOCAC
 RL1538
 RL1538                          STATION DESCRIPTION
 RL1538
 RL1538'DESCRIBED BY US LAKE SURVEY 1871
 RL1538'ABOUT 1/2 MILE NORTHEAST OF PORTAGE ENTRY LIGHTHOUSE, ON
 RL1538'EAST SIDE OF KEWEENAW POINT, AND IN 1871 NOT MORE THAN 10 FEET
 RL1538'BACK FROM EDGE OF BLUFF RISING NEARLY VERTICALLY 44 FEET
 RL1538'ABOVE WATER.  MARKED BY STONE POST.  WITNESS MARK, HEAD OF NAIL
 RL1538'DRIVEN INTO BLAZED HEMLOCK TREE, BEARS N. 43 DEG 53 MIN W.
 RL1538'FROM STATION AND IS DISTANT 59.75 FEET.  IN 1929 IT WAS REPORTED
 RL1538'THAT BLUFF WAS SOFT, AND ERODING, AND THAT STATION MARK
 RL1538'HAD PROBABLY CAVED INTO LAKE.  IN 1934 STATION WAS REPORTED
 RL1538'DESTROYED BY EROSION OF BANK.
 RL1538
 RL1538                          STATION RECOVERY (2004)
 RL1538
 RL1538'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1538'AS REPORTED IN 1934, THE MARK APPEARS HAVE BEEN DESTROYED BY LAKE
 RL1538'EROSION,  DGPS PLACES THE LOCATION IN LAKE SUPERIOR.  NO REFERENCE
 RL1538'MARK HEMLOCK TREE WAS FOUND AT THE SITE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0624 ***********************************************************************
 RK0624  DESIGNATION -  CREIGHTON
 RK0624  PID         -  RK0624
 RK0624  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0624  COUNTRY     -  US
 RK0624  USGS QUAD   -  MARSH CREEK POOL NW (2017)
 RK0624
 RK0624                         *CURRENT SURVEY CONTROL
 RK0624  ______________________________________________________________________
 RK0624* NAD 83(1994) POSITION- 46 14 27.22569(N) 086 14 33.84381(W)   ADJUSTED
 RK0624* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 RK0624  ______________________________________________________________________
 RK0624  GEOID HEIGHT    -        -35.037 (meters)                     GEOID18
 RK0624  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 RK0624  HORZ ORDER      -  SECOND
 RK0624
 RK0624.The horizontal coordinates were established by classical geodetic methods
 RK0624.and adjusted by the National Geodetic Survey in February 1997.
 RK0624
 RK0624.The orthometric height was scaled from a topographic map.
 RK0624
 RK0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0624.GEOID18 height accuracy estimate available here.
 RK0624
 RK0624.Click photographs - Photos may exist for this station.
 RK0624
 RK0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0624
 RK0624. The following values were computed from the NAD 83(1994) position.
 RK0624
 RK0624;                    North         East     Units Scale Factor Converg.
 RK0624;SPC MI N     -   162,278.248 8,058,398.657   MT  0.99990313   +0 32 50.4
 RK0624;SPC MI N     -   532,408.95 26,438,315.80   iFT  0.99990313   +0 32 50.4
 RK0624;UTM  16      - 5,121,091.919   558,381.770   MT  0.99964190   +0 32 49.0
 RK0624
 RK0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0624!SPC MI N     -   0.99997006  x   0.99990313  =   0.99987319
 RK0624!UTM  16      -   0.99997006  x   0.99964190  =   0.99961197
 RK0624
 RK0624:                Primary Azimuth Mark                     Grid Az
 RK0624:SPC MI N     -  DRIGGS                                   035 13 13.0
 RK0624:UTM  16      -  DRIGGS                                   035 13 14.4
 RK0624
 RK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5838121091(NAD 83)
 RK0624
 RK0624|---------------------------------------------------------------------|
 RK0624| PID    Reference Object                     Distance      Geod. Az  |
 RK0624|                                                           dddmmss.s |
 RK0624| RK0616 WALSH LOOKOUT TOWER                 APPROX.12.0 KM 0110716.4 |
 RK0624| RK0615 DRIGGS                              APPROX.15.7 KM 0354603.4 |
 RK0624| RK0626 HIAWATHA RAD STA KAX 350 MAST       APPROX.11.9 KM 2032143.1 |
 RK0624| CH1020 CREIGHTON RM 2                       49.158 METERS 24247     |
 RK0624| CH1019 CREIGHTON RM 1                       31.733 METERS 33501     |
 RK0624|---------------------------------------------------------------------|
 RK0624
 RK0624                          SUPERSEDED SURVEY CONTROL
 RK0624
 RK0624  NAD 83(1986)-  46 14 27.21997(N)    086 14 33.84041(W) AD(       ) 2
 RK0624  NAD 27      -  46 14 27.34041(N)    086 14 33.30249(W) AD(       ) 2
 RK0624
 RK0624.Superseded values are not recommended for survey control.
 RK0624
 RK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0624.See file dsdata.pdf to determine how the superseded data were derived.
 RK0624
 RK0624_MARKER: DS = TRIANGULATION STATION DISK
 RK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0624_STAMPING: CREIGHTON 1965
 RK0624_MARK LOGO: CGS
 RK0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0624+STABILITY: SURFACE MOTION
 RK0624
 RK0624  HISTORY     - Date     Condition        Report By
 RK0624  HISTORY     - 1965     MONUMENTED       CGS
 RK0624
 RK0624                          STATION DESCRIPTION
 RK0624
 RK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0624'STATION IS ABOUT 13 MILES SOUTHEAST OF SHINGLETON, 15.5 MILES WEST
 RK0624'OF GERMFASK, 16 MILES SOUTHWEST OF SENEY AND ON FEDERAL GOVERNMENT
 RK0624'LAND.
 RK0624'
 RK0624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0624'ABOUT 0.1 MILE WEST OF THE SCHOOL IN SENEY, GO WEST ON HIGHWAY 28
 RK0624'FOR 15.0 MILES TO A SIDE ROAD LEFT, THIS IS 0.8 MILE EAST OF A
 RK0624'BRIDGE OVER CREIGHTON CREEK.  TURN LEFT AND GO SOUTHERLY ON A
 RK0624'GRAVELED AND SAND ROAD FOR 4.1 MILES TO A WOODEN BRIDGE OVER
 RK0624'CREIGHTON CREEK.  CONTINUE SOUTH ON THE SAND ROAD FOR 3.9 MILES TO
 RK0624'THE STATION ON THE RIGHT ABOUT 125 FEET WEST OF A BRIDGE OVER
 RK0624'CREIGHTON RIVER.
 RK0624'
 RK0624'STATION MARKS ARE STANDARD DISKS STAMPED CREIGHTON 1965.  THE SURFACE
 RK0624'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 RK0624'IT IS 5 FEET NORTHWEST OF A METAL WITNESS POST, 111 FEET SOUTHWEST
 RK0624'OF THE CENTER OF THE SAND ROAD AND 121 FEET WEST OF THE NORTHWEST END
 RK0624'OF A WOODEN BRIDGE OVER CREIGHTON RIVER.  THE UNDERGROUND DISK IS
 RK0624'SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 RK0624'SURFACE OF THE GROUND.
 RK0624'
 RK0624'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CREIGHTON NO 1 1965, IS
 RK0624'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2
 RK0624'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 21 FEET NORTHEAST OF
 RK0624'A TRIPLE TRUNK WILD CHERRY TREE AND 43 FEET WEST-SOUTHWEST OF THE
 RK0624'CENTER OF THE SAND ROAD.
 RK0624'
 RK0624'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CREIGHTON NO 2 1965, IS
 RK0624'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 3
 RK0624'FEET NORTHEAST OF A METAL WITNESS POST AND 30 FEET NORTHEAST OF A
 RK0624'10 INCH COTTONWOOD TREE.
 RK0624'
 RK0624'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RK0624'
 RK0624'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0955 ***********************************************************************
 RJ0955  DESIGNATION -  CRIB
 RJ0955  PID         -  RJ0955
 RJ0955  STATE/COUNTY-  MI/CHIPPEWA
 RJ0955  COUNTRY     -  US
 RJ0955  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0955
 RJ0955                         *CURRENT SURVEY CONTROL
 RJ0955  ______________________________________________________________________
 RJ0955* NAD 83(1994) POSITION- 46 24 38.52179(N) 084 08 55.26468(W)   ADJUSTED
 RJ0955* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0955  ______________________________________________________________________
 RJ0955  GEOID HEIGHT    -        -36.676 (meters)                     GEOID18
 RJ0955  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 RJ0955  HORZ ORDER      -  THIRD
 RJ0955
 RJ0955.The horizontal coordinates were established by classical geodetic methods
 RJ0955.and adjusted by the National Geodetic Survey in February 1997.
 RJ0955
 RJ0955.The orthometric height was scaled from a topographic map.
 RJ0955
 RJ0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0955.GEOID18 height accuracy estimate available here.
 RJ0955
 RJ0955.Click photographs - Photos may exist for this station.
 RJ0955
 RJ0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0955
 RJ0955. The following values were computed from the NAD 83(1994) position.
 RJ0955
 RJ0955;                    North         East     Units Scale Factor Converg.
 RJ0955;SPC MI N     -   184,814.600 8,219,164.382   MT  0.99990522   +2 03 39.2
 RJ0955;SPC MI N     -   606,347.11 26,965,762.41   iFT  0.99990522   +2 03 39.2
 RJ0955;SPC MI C     -   343,871.678 6,016,764.284   MT  1.00024248   +0 09 14.3
 RJ0955;SPC MI C     - 1,128,187.92 19,740,040.30   iFT  1.00024248   +0 09 14.3
 RJ0955;UTM  16      - 5,143,631.805   719,140.384   MT  1.00019034   +2 03 57.7
 RJ0955
 RJ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0955!SPC MI N     -   0.99997815  x   0.99990522  =   0.99988338
 RJ0955!SPC MI C     -   0.99997815  x   1.00024248  =   1.00022063
 RJ0955!UTM  16      -   0.99997815  x   1.00019034  =   1.00016849
 RJ0955
 RJ0955:                Primary Azimuth Mark                     Grid Az
 RJ0955:SPC MI N     -  PUMPKIN IBC 1944                         135 39 14.0
 RJ0955:SPC MI C     -  PUMPKIN IBC 1944                         137 33 38.9
 RJ0955:UTM  16      -  PUMPKIN IBC 1944                         135 38 55.5
 RJ0955
 RJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1914043631(NAD 83)
 RJ0955
 RJ0955|---------------------------------------------------------------------|
 RJ0955| PID    Reference Object                     Distance      Geod. Az  |
 RJ0955|                                                           dddmmss.s |
 RJ0955| RJ0950 PUMPKIN IBC 1944                    APPROX. 2.0 KM 1374253.2 |
 RJ0955|---------------------------------------------------------------------|
 RJ0955
 RJ0955                          SUPERSEDED SURVEY CONTROL
 RJ0955
 RJ0955  NAD 83(1986)-  46 24 38.51328(N)    084 08 55.27425(W) AD(       ) 3
 RJ0955  NAD 27      -  46 24 38.43700(N)    084 08 55.16900(W) AD(       ) 3
 RJ0955
 RJ0955.Superseded values are not recommended for survey control.
 RJ0955
 RJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0955.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0955
 RJ0955_MARKER: H = DRILL HOLE
 RJ0955_SETTING: 80 = SET IN A BOULDER
 RJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0955+STABILITY: SURFACE MOTION
 RJ0955
 RJ0955  HISTORY     - Date     Condition        Report By
 RJ0955  HISTORY     - 1944     MONUMENTED       IBC
 RJ0955  HISTORY     - 1958     GOOD             IBC
 RJ0955
 RJ0955                          STATION DESCRIPTION
 RJ0955
 RJ0955'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0955'ABOUT THE CENTER OF THE S - CENTRAL PART OF LAKE GEORGE, ON THE
 RJ0955'REMAINS OF AN OLD CRIB USED AS THE FOUNDATION FOR THE OLD LAKE
 RJ0955'GEORGE LIGHTHOUSE.  ALL THAT IS LEFT NOW IS A PILE OF ROCKS ABOUT
 RJ0955'20 FEET SQUARE IN SHOAL WATER.
 RJ0955'
 RJ0955'STATION MARK IS A DRILL HOLE IN A SOLID ROCK ON TOP OF AND ABOUT
 RJ0955'THE CENTER OF THE CRIB.
 RJ0955
 RJ0955                          STATION RECOVERY (1958)
 RJ0955
 RJ0955'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5450 ***********************************************************************
 AH5450  DESIGNATION -  CRIB
 AH5450  PID         -  AH5450
 AH5450  STATE/COUNTY-  MI/CHIPPEWA
 AH5450  COUNTRY     -  US
 AH5450  USGS QUAD   -  MUNUSCONG (2017)
 AH5450
 AH5450                         *CURRENT SURVEY CONTROL
 AH5450  ______________________________________________________________________
 AH5450* NAD 83(1994) POSITION- 46 10 15.79951(N) 084 08 08.01707(W)   ADJUSTED
 AH5450* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 AH5450  ______________________________________________________________________
 AH5450  GEOID HEIGHT    -        -36.507 (meters)                     GEOID18
 AH5450  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 AH5450  HORZ ORDER      -  THIRD
 AH5450
 AH5450.The horizontal coordinates were established by classical geodetic methods
 AH5450.and adjusted by the National Geodetic Survey in November 1998.
 AH5450
 AH5450.The orthometric height was scaled from a topographic map.
 AH5450
 AH5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5450.GEOID18 height accuracy estimate available here.
 AH5450
 AH5450.Click photographs - Photos may exist for this station.
 AH5450
 AH5450.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5450
 AH5450. The following values were computed from the NAD 83(1994) position.
 AH5450
 AH5450;                    North         East     Units Scale Factor Converg.
 AH5450;SPC MI N     -   158,232.698 8,221,135.009   MT  0.99990481   +2 04 13.4
 AH5450;SPC MI N     -   519,136.15 26,972,227.72   iFT  0.99990481   +2 04 13.4
 AH5450;UTM  16      - 5,117,042.172   721,112.057   MT  1.00020105   +2 04 02.2
 AH5450
 AH5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5450!SPC MI N     -   0.99997710  x   0.99990481  =   0.99988192
 AH5450!UTM  16      -   0.99997710  x   1.00020105  =   1.00017815
 AH5450
 AH5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2111217042(NAD 83)
 AH5450
 AH5450                          SUPERSEDED SURVEY CONTROL
 AH5450
 AH5450.No superseded survey control is available for this station.
 AH5450
 AH5450_MARKER: DD = SURVEY DISK
 AH5450_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5450+WITH SETTING: PAVEMENT
 AH5450_SP_SET: CRIB
 AH5450_STAMPING: CRIB 1988
 AH5450_MARK LOGO: NOS
 AH5450_PROJECTION: FLUSH
 AH5450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5450+STABILITY: SURFACE MOTION
 AH5450
 AH5450  HISTORY     - Date     Condition        Report By
 AH5450  HISTORY     - 1988     MONUMENTED       NOS
 AH5450
 AH5450                          STATION DESCRIPTION
 AH5450
 AH5450'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5450'THE STATION IS LOCATED ALONG THE SOUTH SHORELINE OF MUNUSCONG LAKE
 AH5450'BETWEEN ROCKY POINT AND BIRCH POINT ON THE NORTHWEST CORNER OF A
 AH5450'CONCRETE CRIB.
 AH5450'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 AH5450'THE STATION IS A STANDARD NOS DISK STAMPED---CRIB 1988---,SET INTO A
 AH5450'DRILL HOLE IN THE CONCRETE SURFACE OF THE CRIB IN THE NORTHWEST
 AH5450'CORNER.  IT IS LOCATED 1.91 METERS (6.27 FEET) SE FROM THE NW CORNER,
 AH5450'1.625 METERS (5.33 FEET) SOUTH FROM THE NORTH EDGE OF THE CRIB, AND
 AH5450'1.05 METERS (3.44 FEET) EAST FROM THE WEST EDGE OF THE CRIB.
 AH5450'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5450'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ6707 ***********************************************************************
 DQ6707  DESIGNATION -  CRIB
 DQ6707  PID         -  DQ6707
 DQ6707  STATE/COUNTY-  MI/OTTAWA
 DQ6707  COUNTRY     -  US
 DQ6707  USGS QUAD   -  HOLLAND WEST (2017)
 DQ6707
 DQ6707                         *CURRENT SURVEY CONTROL
 DQ6707  ______________________________________________________________________
 DQ6707* NAD 83(2011) POSITION- 42 46 23.76018(N) 086 12 45.18625(W)   ADJUSTED
 DQ6707* NAD 83(2011) ELLIP HT-   144.135 (meters)        (09/20/18)   ADJUSTED
 DQ6707* NAD 83(2011) EPOCH   -  2010.00
 DQ6707* NAVD 88 ORTHO HEIGHT -   177.623 (meters)      582.75  (feet) ADJUSTED
 DQ6707  ______________________________________________________________________
 DQ6707  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 DQ6707  NAD 83(2011) X  -    309,746.615 (meters)                     COMP
 DQ6707  NAD 83(2011) Y  - -4,678,959.350 (meters)                     COMP
 DQ6707  NAD 83(2011) Z  -  4,309,144.422 (meters)                     COMP
 DQ6707  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 DQ6707  DYNAMIC HEIGHT  -        177.579 (meters)      582.61  (feet) COMP
 DQ6707  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 DQ6707
 DQ6707  VERT ORDER      -  SECOND    CLASS I
 DQ6707
 DQ6707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ6707  Standards:
 DQ6707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ6707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ6707  -------------------------------------------------------------------
 DQ6707  NETWORK    0.38   0.82           0.17   0.14   0.42     -0.02137098
 DQ6707  -------------------------------------------------------------------
 DQ6707  Click here for local accuracies and other accuracy information.
 DQ6707
 DQ6707.The horizontal coordinates were established by GPS observations
 DQ6707.and adjusted by the National Geodetic Survey in September 2018.
 DQ6707
 DQ6707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ6707.been affixed to the stable North American tectonic plate. See 
 DQ6707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ6707
 DQ6707.The horizontal coordinates are valid at the epoch date displayed above
 DQ6707.which is a decimal equivalence of Year/Month/Day.
 DQ6707
 DQ6707.The orthometric height was determined by differential leveling and
 DQ6707.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6707.in July 2018.
 DQ6707
 DQ6707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6707.GEOID18 height accuracy estimate available here.
 DQ6707
 DQ6707.Click photographs - Photos may exist for this station.
 DQ6707
 DQ6707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ6707
 DQ6707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ6707
 DQ6707.The ellipsoidal height was determined by GPS observations
 DQ6707.and is referenced to NAD 83.
 DQ6707
 DQ6707.The dynamic height is computed by dividing the NAVD 88
 DQ6707.geopotential number by the normal gravity value computed on the
 DQ6707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6707.degrees latitude (g = 980.6199 gals.).
 DQ6707
 DQ6707.The modeled gravity was interpolated from observed gravity values.
 DQ6707
 DQ6707. The following values were computed from the NAD 83(2011) position.
 DQ6707
 DQ6707;                    North         East     Units Scale Factor Converg.
 DQ6707;SPC MI S     -   143,086.786 3,848,958.380   MT  0.99990877   -1 15 22.2
 DQ6707;SPC MI S     -   469,444.84 12,627,816.21   iFT  0.99990877   -1 15 22.2
 DQ6707;UTM  16      - 4,735,937.581   564,419.264   MT  0.99965105   +0 32 05.2
 DQ6707
 DQ6707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ6707!SPC MI S     -   0.99997740  x   0.99990877  =   0.99988617
 DQ6707!UTM  16      -   0.99997740  x   0.99965105  =   0.99962845
 DQ6707
 DQ6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6441935937(NAD 83)
 DQ6707
 DQ6707                          SUPERSEDED SURVEY CONTROL
 DQ6707
 DQ6707.No superseded survey control is available for this station.
 DQ6707
 DQ6707_MARKER: DD = SURVEY DISK
 DQ6707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6707_SP_SET: RETAINING WALL
 DQ6707_STAMPING: CRIB POINT ZACH 1965 US LAKE SURVEY
 DQ6707_MARK LOGO: USACE
 DQ6707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6707+STABILITY: SURFACE MOTION
 DQ6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6707+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2025
 DQ6707
 DQ6707  HISTORY     - Date     Condition        Report By
 DQ6707  HISTORY     - 1965     MONUMENTED       USACE
 DQ6707  HISTORY     - 20100510 GOOD             NOS
 DQ6707  HISTORY     - 20150806 GOOD             NGS
 DQ6707  HISTORY     - 20220801 GOOD             NGS
 DQ6707  HISTORY     - 20220818 GOOD             CO-OPS
 DQ6707  HISTORY     - 20250907 GOOD             GEOCAC
 DQ6707
 DQ6707                          STATION DESCRIPTION
 DQ6707
 DQ6707'DESCRIBED BY NATIONAL OCEAN SERVICE 2010 (CSM)
 DQ6707'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF PORT SHELDON,
 DQ6707'8.2 MI (13.2 KM) NORTH OF SAUGATUCK AND 5.4 MI (8.7 KM) WEST OF
 DQ6707'HOLLAND.
 DQ6707'
 DQ6707'TO REACH BENCH MARK CRIB, IN HOLLAND, OTTAWA COUNTY, MICHIGAN FROM THE
 DQ6707'INTERSECTION OF SOUTH RIVER AVENUE AND DOUGLAS AVENUE, PROCEED WEST ON
 DQ6707'DOUGLAS AVE (OTTAWA BEACH RD) FOR 9.17 KM (5.70 MI) TO THE HOLLAND
 DQ6707'STATE PARK ENTRANCE, SET IN THE SOUTHERN SIDE OF THE NORTHERN CONCRETE
 DQ6707'BULKHEAD TO THE ENTRANCE OF THE MACATAWA BAY, SET FLUSH WITH THE
 DQ6707'CONCRETE.
 DQ6707'
 DQ6707'IT IS 11.72 M (38.5 FT) EAST OF THE WEST END OF CONCRETE BULKHEAD,
 DQ6707'1.05 M (3.4 FT) NORTH OF THE SOUTH FACE OF THE CONCRETE BULKHEAD, 0.61
 DQ6707'M (2.0 FT) SOUTH OF THE FACE OF THE RAISED INNER SECTION OF CONCRETE
 DQ6707'RETAINING WALL.
 DQ6707
 DQ6707                          STATION RECOVERY (2015)
 DQ6707
 DQ6707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 DQ6707'RECOVERED AS DESCRIBED.
 DQ6707
 DQ6707                          STATION RECOVERY (2022)
 DQ6707
 DQ6707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ6707'RECOVERED IN GOOD CONDITION.
 DQ6707
 DQ6707                          STATION RECOVERY (2022)
 DQ6707
 DQ6707'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ6707'RECOVERED IN GOOD CONDITION.
 DQ6707'
 DQ6707'NOTE-BENCH MARK IS LOCATED AT HOLLAND STATE PARK.  ADDRESS IS 2215
 DQ6707'OTTAWA BEACH ROAD HOLLAND MI 49424.  NOTIFY BEFORE ENTRANCE.
 DQ6707'
 DQ6707'NOTE-CONTACT JOYCE RHODES (DNR SUPERVISOR) PHONE NUMBER-616-399-9390
 DQ6707'OR THE PARK RANGERS OFFICE AT 616-335-0062.
 DQ6707
 DQ6707                          STATION RECOVERY (2025)
 DQ6707
 DQ6707'RECOVERY NOTE BY GEOCACHING 2025 (KRM)
 DQ6707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0702 ***********************************************************************
 NG0702  DESIGNATION -  CRISP
 NG0702  PID         -  NG0702
 NG0702  STATE/COUNTY-  MI/OTTAWA
 NG0702  COUNTRY     -  US
 NG0702  USGS QUAD   -  BORCULO (2017)
 NG0702
 NG0702                         *CURRENT SURVEY CONTROL
 NG0702  ______________________________________________________________________
 NG0702* NAD 83(2011) POSITION- 42 52 41.05254(N) 086 05 22.25635(W)   ADJUSTED
 NG0702* NAD 83(2011) ELLIP HT-   178.055 (meters)        (06/27/12)   ADJUSTED
 NG0702* NAD 83(2011) EPOCH   -  2010.00
 NG0702* NAVD 88 ORTHO HEIGHT -   211.5   (meters)      694.    (feet) GPS OBS
 NG0702  ______________________________________________________________________
 NG0702  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NG0702  GEOID HEIGHT    -         -33.20 (meters)                     GEOID93
 NG0702  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 NG0702  NAD 83(2011) X  -    319,255.367 (meters)                     COMP
 NG0702  NAD 83(2011) Y  - -4,670,412.213 (meters)                     COMP
 NG0702  NAD 83(2011) Z  -  4,317,706.632 (meters)                     COMP
 NG0702  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 NG0702
 NG0702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0702  Standards:
 NG0702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0702  -------------------------------------------------------------------
 NG0702  NETWORK    1.61   2.78           0.74   0.53   1.42      0.21723008
 NG0702  -------------------------------------------------------------------
 NG0702  Click here for local accuracies and other accuracy information.
 NG0702
 NG0702.The horizontal coordinates were established by GPS observations
 NG0702.and adjusted by the National Geodetic Survey in June 2012.
 NG0702
 NG0702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0702.been affixed to the stable North American tectonic plate. See 
 NG0702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0702
 NG0702.The horizontal coordinates are valid at the epoch date displayed above
 NG0702.which is a decimal equivalence of Year/Month/Day.
 NG0702
 NG0702.The orthometric height was determined by GPS observations and a
 NG0702.high-resolution geoid model.
 NG0702
 NG0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0702.GEOID18 height accuracy estimate available here.
 NG0702
 NG0702.Click photographs - Photos may exist for this station.
 NG0702
 NG0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0702
 NG0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0702
 NG0702.The ellipsoidal height was determined by GPS observations
 NG0702.and is referenced to NAD 83.
 NG0702
 NG0702. The following values were computed from the NAD 83(2011) position.
 NG0702
 NG0702;                    North         East     Units Scale Factor Converg.
 NG0702;SPC MI S     -   154,512.446 3,859,262.694   MT  0.99990689   -1 10 20.8
 NG0702;SPC MI S     -   506,930.60 12,661,623.01   iFT  0.99990689   -1 10 20.8
 NG0702;UTM  16      - 4,747,676.872   574,358.889   MT  0.99966802   +0 37 10.4
 NG0702
 NG0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0702!SPC MI S     -   0.99997208  x   0.99990689  =   0.99987897
 NG0702!UTM  16      -   0.99997208  x   0.99966802  =   0.99964011
 NG0702
 NG0702:                Primary Azimuth Mark                     Grid Az
 NG0702:SPC MI S     -  CRISP AZ MK                              092 23 01.0
 NG0702:UTM  16      -  CRISP AZ MK                              090 35 29.8
 NG0702
 NG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7435847676(NAD 83)
 NG0702
 NG0702|---------------------------------------------------------------------|
 NG0702| PID    Reference Object                     Distance      Geod. Az  |
 NG0702|                                                           dddmmss.s |
 NG0702| CH0920 CRISP AZ MK                                        0911240.2 |
 NG0702| NG0704 ZEELAND MEAD JOHNSON CO TANK        APPROX.10.2 KM 1350957.6 |
 NG0702| NG0703 ZEELAND MUNICIPAL TANK W SIDE       APPROX. 8.7 KM 1472219.9 |
 NG0702| NG0708 HOLLAND MUNICIPAL STANDPIPE         APPROX. 9.6 KM 1863609.1 |
 NG0702| CH0921 CRISP RM 1                           32.495 METERS 22116     |
 NG0702| NG0718 HOLLAND N OF ZOO GETZ FARM TK       APPROX.12.6 KM 2300036.6 |
 NG0702| CH0922 CRISP RM 2                           28.673 METERS 29906     |
 NG0702|---------------------------------------------------------------------|
 NG0702
 NG0702                          SUPERSEDED SURVEY CONTROL
 NG0702
 NG0702  NAD 83(2007)-  42 52 41.05272(N)    086 05 22.25708(W) AD(2002.00) 0
 NG0702  ELLIP H (02/10/07)  178.078  (m)                       GP(2002.00)    
 NG0702  ELLIP H (07/17/02)  178.079  (m)                       GP(       ) 4 1
 NG0702  NAD 83(1994)-  42 52 41.05329(N)    086 05 22.25800(W) AD(       ) 1
 NG0702  ELLIP H (02/03/97)  178.098  (m)                       GP(       ) 4 1
 NG0702  NAD 83(1991)-  42 52 41.05412(N)    086 05 22.26930(W) AD(       ) 1
 NG0702  NAD 83(1986)-  42 52 41.05697(N)    086 05 22.26912(W) AD(       ) 1
 NG0702  NAD 27      -  42 52 40.97600(N)    086 05 22.11100(W) AD(       ) 1
 NG0702
 NG0702.Superseded values are not recommended for survey control.
 NG0702
 NG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0702.See file dsdata.pdf to determine how the superseded data were derived.
 NG0702
 NG0702_MARKER: DS = TRIANGULATION STATION DISK
 NG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0702_STAMPING: CRISP 1932
 NG0702_MARK LOGO: CGS
 NG0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0702+STABILITY: SURFACE MOTION
 NG0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0702+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 NG0702
 NG0702  HISTORY     - Date     Condition        Report By
 NG0702  HISTORY     - 1932     MONUMENTED       CGS
 NG0702  HISTORY     - 1932     GOOD             CGS
 NG0702  HISTORY     - 1965     GOOD             USLS
 NG0702  HISTORY     - 1969     GOOD             USGS
 NG0702  HISTORY     - 1980     GOOD             MIDH
 NG0702  HISTORY     - 19910513 GOOD             NOS
 NG0702  HISTORY     - 19930305 GOOD             MIDT
 NG0702  HISTORY     - 19931025 GOOD             MIDT
 NG0702  HISTORY     - 20041202 GOOD             INDIV
 NG0702
 NG0702                          STATION DESCRIPTION
 NG0702
 NG0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0702'ABOUT 6 MILES NORTH OF HOLLAND 0.75 MILE SOUTHWEST OF CRISP
 NG0702'CROSSROADS, IN NE 1/4 SEC. 28, T. 6 N., R. 15 W., OLIVE TOWNSHIP, ON
 NG0702'RIGHT-OF-WAY OF COUNTY ROAD, ABOUT 150 YARDS EAST OF RESIDENCE OF ABEL
 NG0702'NEINHUIS, 21 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 106 FEET
 NG0702'EAST OF CENTER LINE OF NORTH-SOUTH ROAD, AND 1 FOOT SOUTH OF FENCE.
 NG0702'
 NG0702'TO REACH FROM HOLLAND, FOLLOW ROUTE M-21 EAST 1-1/2 MILES TO JUNCTION
 NG0702'WITH OTTAWA COUNTY ROUTE 677, PROCEED NORTH 6 MILES TO DIRT COUNTY
 NG0702'ROAD, AND GO WEST ON THIS ROAD 1/2 MILE TO STATION SITE.
 NG0702'
 NG0702'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 NG0702'UPPER MARK PROJECTS 3 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 NG0702'STANDARD REFERENCE DISKS IN CONCRETE.
 NG0702'
 NG0702'NO. 1 IS ON RIGHT-OF-WAY OF COUNTY ROAD, IN LINE WITH
 NG0702'TRANSMISSION-LINE POLES, 33 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 NG0702'ROAD, 58 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 6.5 FEET SOUTH
 NG0702'OF TRANSMISSION-LINE POLE, AND 106.61 FEET FROM STATION S 41 DEG 16
 NG0702'MIN W.
 NG0702'
 NG0702'NO. 2 IS ON PROPERTY LINE ALONG COUNTY ROAD, 24 FEET EAST OF CENTER
 NG0702'LINE OF NORTH-SOUTH ROAD, 69 FEET NORTH OF CENTER LINE OF EAST-WEST
 NG0702'ROAD, 44.5 FEET NORTH OF FENCE CORNER, AND 94.07 FEET FROM STATION N
 NG0702'60 DEG 54 MIN W.
 NG0702'
 NG0702'AZIMUTH MARK IS IN NORTHEAST CORNER OF PROPERTY OWNED BY JOHANNA
 NG0702'KNOOIHUIZEN, 1/4 MILE SOUTH OF CRISP CROSSROADS, 23 FEET SOUTH OF
 NG0702'CENTER LINE OF EAST-WEST ROAD, 39 FEET WEST OF OTTAWA COUNTY ROUTE
 NG0702'677, AND APPROXIMATELY 0.5 MILE FROM STATION S 88 DEG 47 MIN E.
 NG0702'AZIMUTH FROM STATION TO SOUTH OLIVE, CHRISTIAN REFORMED CHURCH,
 NG0702'STEEPLE, DISTANT 0.5 MILE, IS N 64 DEG 23 MIN E.
 NG0702
 NG0702                          STATION RECOVERY (1932)
 NG0702
 NG0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NG0702'RECOVERED IN GOOD CONDITION.
 NG0702
 NG0702                          STATION RECOVERY (1965)
 NG0702
 NG0702'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0702'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 NG0702'CONDITION.
 NG0702'
 NG0702'THE STATION IS ABOUT 6 MILES NORTH OF HOLLAND, MICHIGAN, 0.75 MILE
 NG0702'SOUTHWEST OF CRISP CROSSROADS, IN NORTHEAST 1/4 SEC. 28, T. 6N., R.
 NG0702'15W., OLIVE TOWNSHIP, ON RIGHT-OF-WAY OF COUNTY ROAD, ON LAND OWNED BY
 NG0702'ABEL NEINHUIS.
 NG0702'
 NG0702'TO REACH FROM HOLLAND PROCEED EAST ON LAKE WOOD BLVD. TO 120 AVE,
 NG0702'PROCEED 5 MILES NORTH ON 120 AVE. TO BINGHAM STREET, PROCEED 0.5 MILE
 NG0702'WEST ON BINGHAM TO STATION SITE, 106 FEET EAST OF CENTERLINE OF 124TH
 NG0702'AVE., 21 FEET NORTH OF CENTERLINE OF BINGHAM ST., IN LAWN.
 NG0702'
 NG0702'REFERENCE 1 IS ON RIGHT-OF-WAY OF COUNTY ROAD, 58 FEET SOUTH OF
 NG0702'CENTERLINE OF BINGHAM ST., 33 FT. EAST OF 124TH AVE., 106 FT.
 NG0702'SOUTHWEST OF STATION, BEING A STANDARD BRONZE DISC PLACED IN 8 INCH
 NG0702'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE GROUND
 NG0702'SURFACE.
 NG0702'
 NG0702'REFERENCE 2 IS ON PROPERTY LINE OF COUNTY ROAD, 94.1 FEET WEST OF
 NG0702'STATION, 69 FEET NORTH OF CENTERLINE OF BINGHAM ST., 44.5 FT. NORTH OF
 NG0702'FENCE CORNER, 24 FT. EAST OF CENTERLINE OF 124TH AVE., BEING A
 NG0702'STANDARD BRONZE DISC PLACED IN 8 INCH SQUARE CONCRETE MONUMENT
 NG0702'PROJECTING ABOUT 3 INCHES ABOVE GROUND SURFACE.
 NG0702'
 NG0702'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST SOUTHEAST OF STATION, 39 FEET
 NG0702'WEST OF CENTERLINE OF 120TH ST., 23 FEET SOUTH OF CENTERLINE OF
 NG0702'BINGHAM ST., BEING A STANDARD BRONZE DISC PLACED IN 8 INCH DIAMETER
 NG0702'CONCRETE MONMENT PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 NG0702
 NG0702                          STATION RECOVERY (1969)
 NG0702
 NG0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NG0702'ALL SURFACE MARKS FOUND.  AZIMUTH MARK AND RM 2 HAVE BEEN DISTURBED.
 NG0702'ORIGINAL DESCRIPTION IS ADEQUATE.
 NG0702
 NG0702                          STATION RECOVERY (1980)
 NG0702
 NG0702'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NG0702'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 NG0702'REFERENCE MARK 1 WAS FOUND BROKEN WITH THE SURVEY DISK MISSING AND
 NG0702'PART OF THE CONCRETE MONUMENT ON THE GROUND SURFACE.
 NG0702'
 NG0702'THE AZIMUTH MARK WAS FOUND AND HAS BEEN DISTURBED DUE TO DITCH WORK.
 NG0702'IT IS LEANING NORTHERLY TOWARD THE DITCH.
 NG0702
 NG0702                          STATION RECOVERY (1991)
 NG0702
 NG0702'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0702'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION. IT IS
 NG0702'IN THE FRONT YARD OF A HOUSE THAT HAS SEVERAL TREES, AND WOULD BE
 NG0702'MARGINAL FOR GPS.  NO MEASUREMENTS WERE MADE.  ADDRESS OF SITE IS
 NG0702'12389 BINGHAM ST, AT NORTHEAST PART OF INTERSECTION OF BINGHAM ST AND
 NG0702'124TH AVE.  DESCRIBED BY PBW.
 NG0702
 NG0702                          STATION RECOVERY (1993)
 NG0702
 NG0702'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NG0702'STATION IS LOCATED IN QUAD 420861 ON THE BORCOLO QUADRANGLE MAP. IT IS
 NG0702'IN THE NORTHEAST 1/4 OF SECTION 28, T-6-N, R-15-W, OLIVE TOWNSHIP,
 NG0702'ABOUT 6 MILES (9.7 KM) NORTH OF HOLLAND, ABOUT 11 MILES (17.7 KM)
 NG0702'WEST OF HUDSONVILLE AND ABOUT 13 MILES (20.9 KM) SOUTH OF GRAND HAVEN.
 NG0702'
 NG0702'THE STATION IS LOCATED IN COUNTY ROAD RIGHT-OF-WAY IN FRONT OF HOUSE
 NG0702'NUMBER 12389.
 NG0702'
 NG0702'TO REACH THE STATION FROM THE INTERSECTION OF UNITED STATES HIGHWAY 31
 NG0702'AND STATE HIGHWAY M-45 ABOUT 6 MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO
 NG0702'SOUTHERLY 7.4 MILES (11.9 KM) ALONG UNITED STATES HIGHWAY 31 TO
 NG0702'BINGHAM ROAD, THEN GO EAST 1.5 MILES (2.4 KM) ALONG BINGHAM ROAD TO
 NG0702'STATION ON THE LEFT AS DESCRIBED.
 NG0702'
 NG0702'THE STATION IS A STANDARD BRONZE DISK, SET IN TOP OF 12 INCH SQUARE
 NG0702'CONCRETE MONUMENT 0.67 FEET (20.42 CM) ABOVE GROUND SURFACE. IT IS
 NG0702'25.0 FEET (7.6 M) NORTH OF CENTER OF BINGHAM ROAD, 103.0 FEET (31.4 M)
 NG0702'EAST OF CENTER OF 124TH AVENUE, 48.0 FEET (14.6 M) SOUTH OF THE
 NG0702'SOUTHEAST CORNER OF HOUSE NUMBER 12389, 52.5 FEET (16.0 M) EAST OF THE
 NG0702'CENTER OF A WELL HEAD, AND 0.75 FEET (22.86 CM) NORTH OF A CARSONITE
 NG0702'WITNESS POST.
 NG0702
 NG0702                          STATION RECOVERY (1993)
 NG0702
 NG0702'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0702'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 NG0702'IN THE NORTHEAST 1/4 SECTION 28, T-6-N, R-15-W, OLIVE TOWNSHIP. ABOUT
 NG0702'13.0 MILES SOUTH FROM GRAND HAVEN, 11.0 MILES WEST FROM HUDSONVILLE,
 NG0702'AND 6.0 MILES NORTH FROM HOLLAND.
 NG0702'
 NG0702'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY
 NG0702'M-45, ABOUT 7.0 MILES SOUTH OF GRAND HAVEN, GO SOUTH ALONG U.S.
 NG0702'HIGHWAY 31 FOR 7.4 MILES TO BINGHAM ROAD.  GO EAST ALONG BINGHAM ROAD
 NG0702'FOR 1.5 MILES TO STATION ON THE LEFT AS DESCRIBED.
 NG0702'
 NG0702'THE STATION IS 103 FEET EAST FROM CENTER OF 124TH AVENUE, 52.5 FEET
 NG0702'EAST FROM CENTER OF A GAS TEST RISER, 48 FEET SOUTH FROM SOUTHEAST
 NG0702'CORNER OF HOUSE NUMBER 12389, 25 FEET NORTH FROM CENTER OF BINGHAM
 NG0702'ROAD AND NO WITNESS MARKER FOUND.
 NG0702
 NG0702                          STATION RECOVERY (2004)
 NG0702
 NG0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1161 ***********************************************************************
 RJ1161  DESIGNATION -  CRISP RESET
 RJ1161  PID         -  RJ1161
 RJ1161  STATE/COUNTY-  MI/LUCE
 RJ1161  COUNTRY     -  US
 RJ1161  USGS QUAD   -  BETSY LAKE NORTH (2017)
 RJ1161
 RJ1161                         *CURRENT SURVEY CONTROL
 RJ1161  ______________________________________________________________________
 RJ1161* NAD 83(1994) POSITION- 46 43 44.24613(N) 085 15 12.30754(W)   ADJUSTED
 RJ1161* NAVD 88 ORTHO HEIGHT -   267.78  (+/-2cm)      878.5   (feet) VERTCON3
 RJ1161  ______________________________________________________________________
 RJ1161  GEOID HEIGHT    -        -36.411 (meters)                     GEOID18
 RJ1161  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 RJ1161  HORZ ORDER      -  FIRST
 RJ1161  VERT ORDER      -  THIRD ? (See Below)
 RJ1161
 RJ1161.The horizontal coordinates were established by classical geodetic methods
 RJ1161.and adjusted by the National Geodetic Survey in February 1997.
 RJ1161
 RJ1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1161
 RJ1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1161.GEOID18 height accuracy estimate available here.
 RJ1161
 RJ1161.The vertical order pertains to the NGVD 29 superseded value.
 RJ1161
 RJ1161.Click photographs - Photos may exist for this station.
 RJ1161
 RJ1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1161
 RJ1161. The following values were computed from the NAD 83(1994) position.
 RJ1161
 RJ1161;                    North         East     Units Scale Factor Converg.
 RJ1161;SPC MI N     -   217,718.450 8,133,488.479   MT  0.99993280   +1 15 44.7
 RJ1161;SPC MI N     -   714,299.38 26,684,673.49   iFT  0.99993280   +1 15 44.7
 RJ1161;UTM  16      - 5,176,526.101   633,453.630   MT  0.99981891   +1 16 18.9
 RJ1161
 RJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1161!SPC MI N     -   0.99996373  x   0.99993280  =   0.99989654
 RJ1161!UTM  16      -   0.99996373  x   0.99981891  =   0.99978265
 RJ1161
 RJ1161:                Primary Azimuth Mark                     Grid Az
 RJ1161:SPC MI N     -  VERMILLION                               071 50 53.9
 RJ1161:UTM  16      -  VERMILLION                               071 50 19.7
 RJ1161
 RJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3345376526(NAD 83)
 RJ1161
 RJ1161|---------------------------------------------------------------------|
 RJ1161| PID    Reference Object                     Distance      Geod. Az  |
 RJ1161|                                                           dddmmss.s |
 RJ1161| CH1023 CRISP RM NORTH                       30.465 METERS 00004     |
 RJ1161| CH1021 CRISP RM 1                           23.874 METERS 00025     |
 RJ1161| RJ1153 VERMILLION                          APPROX. 9.2 KM 0730638.6 |
 RJ1161| CH1022 CRISP RM 2                           25.190 METERS 12840     |
 RJ1161|---------------------------------------------------------------------|
 RJ1161
 RJ1161                          SUPERSEDED SURVEY CONTROL
 RJ1161
 RJ1161  NAD 83(1986)-  46 43 44.23954(N)    085 15 12.30507(W) AD(       ) 1
 RJ1161  NAD 27      -  46 43 44.16028(N)    085 15 11.88041(W) AD(       ) 1
 RJ1161  USSD        -  46 43 44.85500(N)    085 15 11.33000(W) AD(       ) 3
 RJ1161  NGVD 29             267.74   (m)          878.4    (f) LEVELING    3  
 RJ1161
 RJ1161.Superseded values are not recommended for survey control.
 RJ1161
 RJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1161.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1161
 RJ1161_MARKER: DS = TRIANGULATION STATION DISK
 RJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1161_STAMPING: CRISP USLS 1895 1965
 RJ1161_MARK LOGO: CGS
 RJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1161+STABILITY: SURFACE MOTION
 RJ1161
 RJ1161  HISTORY     - Date     Condition        Report By
 RJ1161  HISTORY     - 1895     MONUMENTED       USLS
 RJ1161  HISTORY     - 1949     GOOD             USLS
 RJ1161  HISTORY     - 1965     GOOD             CGS
 RJ1161
 RJ1161                          STATION DESCRIPTION
 RJ1161
 RJ1161'DESCRIBED BY US LAKE SURVEY 1895
 RJ1161'FIVE HUNDRED AND THIRTEEN METERS (1,683 FEET) EAST AND 981 METERS
 RJ1161'(3,218 FEET) SOUTH OF NORTHWEST CORNER OF SEC.  13, T. 50 N., R. 8W.
 RJ1161'MARKED BY COPPER TRIANGLE LEADED INTO STONE, TOP OF WHICH IS 2-1/2
 RJ1161'FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STONES, ONE DUE
 RJ1161'NORTH, ONE S. 60 DEG E., ONE E. 60 DEG W., AND EACH 100 FEET FROM
 RJ1161'STATION.
 RJ1161
 RJ1161                          STATION RECOVERY (1949)
 RJ1161
 RJ1161'RECOVERY NOTE BY US LAKE SURVEY 1949 (CBF)
 RJ1161'TO REACH FROM CRISP POINT LIGHT FOLLOW BEACH AND ROAD WEST 3/4 MILE TO
 RJ1161'ROAD SOUTH, FOLLOW ROAD SOUTH FOR ABOUT 0.4 MILES TO BLAZED TRAIL,
 RJ1161'FOLLOW TRAIL SOUTH-SOUTHEAST ABOUT 1.5 MILES TO OLD RAILROAD GRADE, GO
 RJ1161'WEST ABOUT 1/4 MILE, THEN NORTH THROUGH THE WOODS TO A RIDGE.
 RJ1161'
 RJ1161'STATION MARKED BY A 1/2 INCH COPPER TRIANGLE SET IN A 6 INCH SQUARE
 RJ1161'CUT STONE MONUMENT 2-1/2 FEET BELOW THE GROUND SURFACE.  A ROUGH 6
 RJ1161'FOOT TRIPOD WAS SET OVER THE POINT.  NAIL IN BLAZE 9 INCH MAPLE N 14
 RJ1161'DEG 00 MIN E 19.7 FEET, NAIL IN BLAZE 12 INCH MAPLE S 76 DEG 32 MIN W,
 RJ1161'16.5 FEET
 RJ1161'
 RJ1161'THREE CUT STONE POSTS WERE FOUND AS DESCRIBED AND ESCUTCHEON PINS SET
 RJ1161'IN THE LEAD PLUGS IN 1/2 INCH DRILL HOLES WERE PLACED IN THE NORTH AND
 RJ1161'SOUTHWEST POSTS.  THE SOUTHEAST POST WAS CHIPPED AND NO ATTEMPT WAS
 RJ1161'MADE TO MARK IT.  THE POSTS ARE 4 INCHES SQUARE AT TOP AND SIDES SLOPE
 RJ1161'OUT, PROJECT ABOUT 1 FOOT ABOVE THE GROUND.
 RJ1161'
 RJ1161'REFERENCE NO. 1 N 0 DEG 03 MIN E 99.81 FEET.
 RJ1161'
 RJ1161'REFERENCE NO. 2 S 59 DEG 58 MIN E 99.92 FEET.
 RJ1161'
 RJ1161'REFERENCE NO. 3 S 60 DEG 00 MIN W 99.76 FEET.
 RJ1161
 RJ1161                          STATION RECOVERY (1965)
 RJ1161
 RJ1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1161'THE STATION MARK AND REFRENCE MARK NORTH WERE RECOVERED AND FOUND IN
 RJ1161'GOOD CONDITION.  THE OTHER TWO REFERENCE MARKS WERE FOUND DESTROYED
 RJ1161'AND REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.  A SURFACE
 RJ1161'STATION MARK WAS ALSO SET HOLDING THE ORIGINAL POINT.  THE DISTANCE TO
 RJ1161'REFERENCE MARK NORTH WAS FOUND TO BE .05 OF A FOOT SHORTER THAN THE
 RJ1161'PREVIOUS MEASUREMENT.
 RJ1161'
 RJ1161'A NEW DESCRIPTION FOLLOWS-
 RJ1161'
 RJ1161'STATION IS ABOUT 29 MILES NORTH-NORTHEAST OF NEWBERRY, 12-3/4 MILES
 RJ1161'NORTHWEST OF PARADISE, 1 MILE SOUTH OF LAKE SUPERIOR AND ON THE
 RJ1161'PROPERTY OF CONNERS LAND AND LUMBER COMPANY.
 RJ1161'
 RJ1161'TO REACH FROM THE RAILROAD CROSSING WEST OF THE DEPOT IN NEWBERRY, GO
 RJ1161'NORTH AND NORTHEAST ON STATE HIGHWAY 123 FOR 18.35 MILES TO A SIDE
 RJ1161'ROAD LEFT (LUCE COUNTY ROAD 500)   TURN LEFT AND GO NORTHWEST AND
 RJ1161'NORTH ON COUNTY ROAD 500 (WHICH IS A GRADED SAND ROAD) FOR 6.2 MILES
 RJ1161'TO A SIDE ROAD LEFT (LUCE COUNTY ROAD 414)   CONTINUE NORTHERLY ON
 RJ1161'COUNTY ROAD 500 FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 RJ1161'EASTERLY ON A GRADED SAND ROAD FOR 4.8 MILES TO A FORK AND A SIGN KAYS
 RJ1161'ROAD.  TAKE THE LEFT FORK AND GO NORTHERLY ON A SAND ROAD FOR 2.05
 RJ1161'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A SAND ROAD
 RJ1161'FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK WHICH IS THE MAIN TRAVELED
 RJ1161'ROAD AND GO NORTHERLY FOR 0.35 MILE TO SOME OLD FRAME BUILDINGS ON
 RJ1161'EITHER SIDE OF THE ROAD.  CONTINUE NORTHERLY ON A SAND ROAD FOR 0.55
 RJ1161'MILE TO A FORK AND A SIGN EVELYNS ROAD.  TAKE THE RIGHT FORK AND GO
 RJ1161'NORTHERLY ON A SAND ROAD FOR 1.55 MILES TO A FORK.  TAKE THE LEFT FORK
 RJ1161'AND GO EASTERLY FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 RJ1161'NORTHERLY FOR 0.15 MILE TO A 20 INCH BLAZED MAPLE TREE ON THE LEFT.
 RJ1161'FROM THIS POINT LEAVE THE ROAD AND GO WESTERLY THROUGH A WOODS FOR 0.1
 RJ1161'MILE TO THE STATION ON THE HIGHEST POINT OF A HILL.  A 4 WHEEL DRIVE
 RJ1161'VEHICLE WILL BE REQUIRED FOR THE LAST 0.1 MILE.
 RJ1161'
 RJ1161'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CRISP USLS 1895
 RJ1161'1965, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 RJ1161'6 FEET NORTHEAST OF A METAL WITNESS POST, 16 FEET NORTHEAST OF A
 RJ1161'TRIPLE TRUNK MAPLE TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE
 RJ1161'AND 29 FEET NORTH OF A TRIPLE TRUNK MAPLE TREE.  THE UNDERGROUND MARK
 RJ1161'IS A BRASS PIN LEADED IN THE TOP OF A CUT STONE 30 INCHES BELOW THE
 RJ1161'SURFACE OF THE GROUND.
 RJ1161'
 RJ1161'REFERENCE MARK NORTH IS A 4 BY 4 INCH CUT STONE WITH A BRASS PIN
 RJ1161'EMBEDDED IN LEAD IN THE CENTER OF THE TOP WITH U.S. CHISLED ON THE
 RJ1161'SOUTH SIDE AND IT PROJECTS 9 INCHES.  IT IS 8 FEET NORTHWEST OF A
 RJ1161'TRIANGULAR BLAZED BEECH TREE.
 RJ1161'
 RJ1161'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRISP USLS NO 1 1895
 RJ1161'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 RJ1161'IS 20 FEET SOUTHWEST OF A 14 INCH BEECH TREE WITH A TRIANGULAR BLAZE
 RJ1161'ON THE WEST SIDE, 19 FEET WEST OF A 10 INCH MAPLE TREE AND 79 FEET
 RJ1161'NORTH OF THE METAL WITNESS POST.
 RJ1161'
 RJ1161'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRISP USLS NO 2 1895
 RJ1161'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 RJ1161'IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND 8 FEET EAST OF A 10
 RJ1161'INCH TRIANGULAR BLAZED MAPLE TREE.
 RJ1161'
 RJ1161'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0692 ***********************************************************************
 QK0692  DESIGNATION -  CROOKED
 QK0692  PID         -  QK0692
 QK0692  STATE/COUNTY-  MI/EMMET
 QK0692  COUNTRY     -  US
 QK0692  USGS QUAD   -  ALANSON (2017)
 QK0692
 QK0692                         *CURRENT SURVEY CONTROL
 QK0692  ______________________________________________________________________
 QK0692* NAD 83(2011) POSITION- 45 24 58.44135(N) 084 51 52.60748(W)   ADJUSTED
 QK0692* NAD 83(2011) ELLIP HT-   147.177 (meters)        (06/27/12)   ADJUSTED
 QK0692* NAD 83(2011) EPOCH   -  2010.00
 QK0692* NAVD 88 ORTHO HEIGHT -   182.3   (meters)      598.    (feet) GPS OBS
 QK0692  ______________________________________________________________________
 QK0692  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0692  GEOID HEIGHT    -         -34.76 (meters)                     GEOID93
 QK0692  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 QK0692  NAD 83(2011) X  -    401,437.892 (meters)                     COMP
 QK0692  NAD 83(2011) Y  - -4,466,863.603 (meters)                     COMP
 QK0692  NAD 83(2011) Z  -  4,520,043.819 (meters)                     COMP
 QK0692  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 QK0692
 QK0692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0692  Standards:
 QK0692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0692  -------------------------------------------------------------------
 QK0692  NETWORK    1.37   2.61           0.61   0.49   1.33      0.19618206
 QK0692  -------------------------------------------------------------------
 QK0692  Click here for local accuracies and other accuracy information.
 QK0692
 QK0692.The horizontal coordinates were established by GPS observations
 QK0692.and adjusted by the National Geodetic Survey in June 2012.
 QK0692
 QK0692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0692.been affixed to the stable North American tectonic plate. See 
 QK0692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0692
 QK0692.The horizontal coordinates are valid at the epoch date displayed above
 QK0692.which is a decimal equivalence of Year/Month/Day.
 QK0692
 QK0692.The orthometric height was determined by GPS observations and a
 QK0692.high-resolution geoid model.
 QK0692
 QK0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0692.GEOID18 height accuracy estimate available here.
 QK0692
 QK0692.Click photographs - Photos may exist for this station.
 QK0692
 QK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0692
 QK0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0692
 QK0692.The ellipsoidal height was determined by GPS observations
 QK0692.and is referenced to NAD 83.
 QK0692
 QK0692. The following values were computed from the NAD 83(2011) position.
 QK0692
 QK0692;                    North         East     Units Scale Factor Converg.
 QK0692;SPC MI C     -   233,426.531 5,961,026.117   MT  0.99994674   -0 21 06.3
 QK0692;SPC MI C     -   765,835.08 19,557,172.30   iFT  0.99994674   -0 21 06.3
 QK0692;UTM  16      - 5,031,408.373   667,077.635   MT  0.99994322   +1 31 16.4
 QK0692
 QK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0692!SPC MI C     -   0.99997693  x   0.99994674  =   0.99992367
 QK0692!UTM  16      -   0.99997693  x   0.99994322  =   0.99992015
 QK0692
 QK0692:                Primary Azimuth Mark                     Grid Az
 QK0692:SPC MI C     -  CROOKED AZ MK                            016 15 49.4
 QK0692:UTM  16      -  CROOKED AZ MK                            014 23 26.7
 QK0692
 QK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6707731408(NAD 83)
 QK0692
 QK0692|---------------------------------------------------------------------|
 QK0692| PID    Reference Object                     Distance      Geod. Az  |
 QK0692|                                                           dddmmss.s |
 QK0692| AA3562 CROOKED AZ MK                       APPROX. 0.6 KM 0155443.1 |
 QK0692| QK0693 CONWAY REFERENCE USLS 1956           11.158 METERS 13924     |
 QK0692| CH1024 CROOKED RM 1                          9.848 METERS 14040     |
 QK0692| CH1025 CROOKED RM 2                         12.973 METERS 23334     |
 QK0692|---------------------------------------------------------------------|
 QK0692
 QK0692                          SUPERSEDED SURVEY CONTROL
 QK0692
 QK0692  NAD 83(2007)-  45 24 58.44167(N)    084 51 52.60866(W) AD(2002.00) 0
 QK0692  ELLIP H (02/10/07)  147.205  (m)                       GP(2002.00)    
 QK0692  ELLIP H (07/12/02)  147.216  (m)                       GP(       ) 4 1
 QK0692  NAD 83(1994)-  45 24 58.44128(N)    084 51 52.60890(W) AD(       ) 1
 QK0692  ELLIP H (02/03/97)  147.214  (m)                       GP(       ) 4 1
 QK0692  NAD 83(1986)-  45 24 58.43561(N)    084 51 52.61092(W) AD(       ) 1
 QK0692  NAD 83(1986)-  45 24 58.43512(N)    084 51 52.60884(W) AD(       ) 3
 QK0692  NAD 27      -  45 24 58.39400(N)    084 51 52.43400(W) AD(       ) 3
 QK0692
 QK0692.Superseded values are not recommended for survey control.
 QK0692
 QK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0692.See file dsdata.pdf to determine how the superseded data were derived.
 QK0692
 QK0692_MARKER: DS = TRIANGULATION STATION DISK
 QK0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0692_STAMPING: CROOKED 1956
 QK0692_MARK LOGO: CGS
 QK0692_PROJECTION: RECESSED 25 CENTIMETERS
 QK0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0692+STABILITY: SURFACE MOTION
 QK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0692+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 QK0692
 QK0692  HISTORY     - Date     Condition        Report By
 QK0692  HISTORY     - 1956     MONUMENTED       CGS
 QK0692  HISTORY     - 19920624 GOOD             MIDT
 QK0692
 QK0692                          STATION DESCRIPTION
 QK0692
 QK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0692'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PETOSKEY, IN THE
 QK0692'VILLAGE OF CONWAY, ON THE WEST SHORE OF CROOKED LAKE AND AT THE EAST
 QK0692'END OF WARREN AVENUE, ON COUNTY OWNED PROPERTY.  IT IS 41.5 FEET WEST
 QK0692'OF THE WEST EDGE OF CROOKED LAKE, 32 FEET NORTHWEST OF A WHITE WITNESS
 QK0692'POST, 26 FEET NORTH OF A WHITE PAINTED BOARD FENCE LINE AND 14 FEET
 QK0692'WEST OF THE SOUTHWEST CORNER OF A SMALL FRAME BOAT HOUSE NO. 2407.
 QK0692'THE MARK IS SET 10 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 QK0692'STAMPED CROOKED 1956.
 QK0692'
 QK0692'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO NORTHEAST ON
 QK0692'U.S.HIGHWAY 31 AND STATE HIGHWAY 131 FOR 2.7 MILES TO JUNCTION OF
 QK0692'HIGHWAYS 31 AND 131.  CONTINUE NORTHEAST ON U.S.HIGHWAY 31 FOR 3.1
 QK0692'MILES TO CROSS STREET IN THE VILLAGE OF CONWAY.  TURN RIGHT, EAST
 QK0692'TOWARDS CROOKED LAKE FOR ABOUT 200 FEET TO THE STATION AS DESCRIBED.
 QK0692'
 QK0692'REFERENCE MARK 1 IS 22 FEET WEST OF THE WEST EDGE OF CROOKED LAKE, 2
 QK0692'FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT NORTH OF THE WHITE
 QK0692'BOARD FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CROOKED
 QK0692'NO 1 1956.
 QK0692'
 QK0692'REFERENCE MARK 2 IS 53 FEET WEST OF THE WHITE WITNESS POST, 56 FEET
 QK0692'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL FRAME BOAT HOUSE NO.
 QK0692'2407 AND 1 FOOT NORTH OF THE WHITE BOARD FENCE LINE.  THE MARK IS
 QK0692'FLUSH AND THE DISK IS STAMPED CROOKED NO 2 1956.
 QK0692'
 QK0692'CONWAY REFERENCE (USLS) IS 18 FEET WEST OF THE WEST EDGE OF CROOKED
 QK0692'LAKE, 5.6 FEET SOUTHEAST OF THE WHITE WITNESS POST, 4 FEET SOUTHEAST
 QK0692'OF A POWER LINE POLE AND 2 FEET SOUTH OF THE WHITE BOARD FENCE LINE.
 QK0692'THE MARK IS A U.S. LAKE SURVEY STATION MARK DISK SET IN A CONCRETE
 QK0692'POST 6 INCHES BELOW THE GROUND SURFACE AND STAMPED CONWAY REFERENCE
 QK0692'1913.
 QK0692'
 QK0692'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF U.S.HIGHWAY 31,
 QK0692'24 FEET NORTH OF THE NORTH EDGE OF CROOKED LAKE, 2 FEET SOUTHWEST OF A
 QK0692'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 QK0692'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CROOKED 1956.
 QK0692'
 QK0692'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.HIGHWAY 31
 QK0692'FOR 0.4 MILE TO THE MARK ON THE RIGHT SIDE OF HIGHWAY.
 QK0692'
 QK0692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0692
 QK0692                          STATION RECOVERY (1992)
 QK0692
 QK0692'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0692'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 QK0692'SECTION 24, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS IN THE
 QK0692'VILLAGE OF CONWAY, IN THE STREET RIGHT OF WAY AND ON THE HARBOR
 QK0692'SPRINGS QUADRANGLE.
 QK0692'
 QK0692'TO RAECH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 31 AND WEST
 QK0692'CONWAY ROAD IN CONWAY, GO SOUTH ON U.S. 31 FOR 0.05 MILES (0.08 KM)
 QK0692'TO LAKE ACCESS LEFT. TURN LEFT GOING EAST 200 FT (61.0 M) TO STATION.
 QK0692'
 QK0692'STATION IS RECESSED 1.0 FT (0.3 M) BELOW GRAVEL STREET SURFACE.  IT IS
 QK0692'44.5 FT (13.6 M) SOUTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK, 47 FT
 QK0692'(14.3 M) WEST OF WATERS EDGE, 42.56 FT (12.97 M) NORTHEAST OF CONCRETE
 QK0692'REFERENCE MARK NO. 2, AND 32.30 FT (9.85 M) NORTHWEST OF CONCRETE
 QK0692'REFERENCE MARK NO. 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA3562 ***********************************************************************
 AA3562  DESIGNATION -  CROOKED AZ MK
 AA3562  PID         -  AA3562
 AA3562  STATE/COUNTY-  MI/EMMET
 AA3562  COUNTRY     -  US
 AA3562  USGS QUAD   -  ALANSON (2017)
 AA3562
 AA3562                         *CURRENT SURVEY CONTROL
 AA3562  ______________________________________________________________________
 AA3562* NAD 83(2011) POSITION- 45 25 17.52704(N) 084 51 44.88111(W)   ADJUSTED
 AA3562* NAD 83(2011) ELLIP HT-   147.233 (meters)        (06/27/12)   ADJUSTED
 AA3562* NAD 83(2011) EPOCH   -  2010.00
 AA3562* NAVD 88 ORTHO HEIGHT -   182.4   (meters)      598.    (feet) GPS OBS
 AA3562  ______________________________________________________________________
 AA3562  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3562  GEOID HEIGHT    -         -34.76 (meters)                     GEOID93
 AA3562  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 AA3562  NAD 83(2011) X  -    401,567.636 (meters)                     COMP
 AA3562  NAD 83(2011) Y  - -4,466,430.603 (meters)                     COMP
 AA3562  NAD 83(2011) Z  -  4,520,457.451 (meters)                     COMP
 AA3562  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AA3562
 AA3562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3562  Standards:
 AA3562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3562  -------------------------------------------------------------------
 AA3562  NETWORK    1.03   2.10           0.47   0.36   1.07      0.07835861
 AA3562  -------------------------------------------------------------------
 AA3562  Click here for local accuracies and other accuracy information.
 AA3562
 AA3562.The horizontal coordinates were established by GPS observations
 AA3562.and adjusted by the National Geodetic Survey in June 2012.
 AA3562
 AA3562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3562.been affixed to the stable North American tectonic plate. See 
 AA3562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3562
 AA3562.The horizontal coordinates are valid at the epoch date displayed above
 AA3562.which is a decimal equivalence of Year/Month/Day.
 AA3562
 AA3562.The orthometric height was determined by GPS observations and a
 AA3562.high-resolution geoid model.
 AA3562
 AA3562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3562.GEOID18 height accuracy estimate available here.
 AA3562
 AA3562.Click photographs - Photos may exist for this station.
 AA3562
 AA3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3562
 AA3562.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3562
 AA3562.The ellipsoidal height was determined by GPS observations
 AA3562.and is referenced to NAD 83.
 AA3562
 AA3562. The following values were computed from the NAD 83(2011) position.
 AA3562
 AA3562;                    North         East     Units Scale Factor Converg.
 AA3562;SPC MI C     -   234,014.678 5,961,197.699   MT  0.99994751   -0 21 00.9
 AA3562;SPC MI C     -   767,764.69 19,557,735.23   iFT  0.99994751   -0 21 00.9
 AA3562;UTM  16      - 5,032,001.811   667,229.901   MT  0.99994385   +1 31 22.4
 AA3562
 AA3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3562!SPC MI C     -   0.99997692  x   0.99994751  =   0.99992443
 AA3562!UTM  16      -   0.99997692  x   0.99994385  =   0.99992077
 AA3562
 AA3562:                Primary Azimuth Mark                     Grid Az
 AA3562:SPC MI C     -  CROOKED                                  196 15 49.5
 AA3562:UTM  16      -  CROOKED                                  194 23 26.2
 AA3562
 AA3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6722932001(NAD 83)
 AA3562
 AA3562|---------------------------------------------------------------------|
 AA3562| PID    Reference Object                     Distance      Geod. Az  |
 AA3562|                                                           dddmmss.s |
 AA3562| QK0692 CROOKED                             APPROX. 0.6 KM 1955448.6 |
 AA3562|---------------------------------------------------------------------|
 AA3562
 AA3562                          SUPERSEDED SURVEY CONTROL
 AA3562
 AA3562  NAD 83(2007)-  45 25 17.52736(N)    084 51 44.88229(W) AD(2002.00) 0
 AA3562  ELLIP H (02/10/07)  147.259  (m)                       GP(2002.00)    
 AA3562  ELLIP H (07/12/02)  147.271  (m)                       GP(       ) 4 1
 AA3562  NAD 83(1994)-  45 25 17.52709(N)    084 51 44.88253(W) AD(       ) 1
 AA3562  ELLIP H (02/03/97)  147.270  (m)                       GP(       ) 4 1
 AA3562  NAD 83(1986)-  45 25 17.52132(N)    084 51 44.88452(W) AD(       ) 1
 AA3562
 AA3562.Superseded values are not recommended for survey control.
 AA3562
 AA3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3562.See file dsdata.pdf to determine how the superseded data were derived.
 AA3562
 AA3562_MARKER: DZ = AZIMUTH MARK DISK
 AA3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3562_STAMPING: CROOKED 1956
 AA3562_MARK LOGO: CGS
 AA3562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3562+STABILITY: SURFACE MOTION
 AA3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3562+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 AA3562
 AA3562  HISTORY     - Date     Condition        Report By
 AA3562  HISTORY     - 1956     MONUMENTED       CGS
 AA3562  HISTORY     - 19920622 GOOD             MIDT
 AA3562
 AA3562                          STATION DESCRIPTION
 AA3562
 AA3562'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 AA3562'STATION IS L0CATED IN QUAD 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3562'SECTION 13, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS ABOUT 4
 AA3562'MILES (6.4 KM) SOUTHWEST OF ALANSON, 1.8 MILES (2.9 KM) WEST OF ODEN,
 AA3562'0.3 MILES (0.5 KM) NORTH OF CONWAY, ON UNITED STATES HIGHWAY 31 RIGHT
 AA3562'OF WAY, AND ON THE ALANSON QUADRANGLE MAP. TO REACH FROM THE
 AA3562'INTERSECTION OF UNITED STATES HIGHWAY 31 AND WEST CONWAY ROAD IN
 AA3562'CONWAY, GO NORTH ON U.S. 31 FOR 0.35 MILES (0.56 KM) TO STATION ON
 AA3562'RIGHT. STATION PROJECTS 0.7 FT (21.3 CM) ABOVE GROUND SURFACE.  IT IS
 AA3562'50 FT (15.2 M) SOUTHEAST OF THE CENTERLINE OF PAVED U.S. 31, 21.5 FT
 AA3562'(6.6 M) EAST OF A REINFORCED CONCRETE PIPE CULVERT, 2.5 FT (0.8 M)
 AA3562'SOUTH OF WOODEN WITNESS POST, 0.8 FT (24.4 CM) NORTH OF A METAL
 AA3562'WITNESS POST WITH SIGN, AND 0.6 FT (18.3 CM) WEST OF FENCELINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0118 ***********************************************************************
 OK0118  DESIGNATION -  CROSS 1
 OK0118  PID         -  OK0118
 OK0118  STATE/COUNTY-  MI/CLINTON
 OK0118  COUNTRY     -  US
 OK0118  USGS QUAD   -  OVID EAST (2017)
 OK0118
 OK0118                         *CURRENT SURVEY CONTROL
 OK0118  ______________________________________________________________________
 OK0118* NAD 83(1986) POSITION- 43 00 21.     (N) 084 22 18.     (W)   SCALED
 OK0118* NAVD 88 ORTHO HEIGHT -   223.487 (meters)      733.22  (feet) ADJUSTED
 OK0118  ______________________________________________________________________
 OK0118  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 OK0118  DYNAMIC HEIGHT  -        223.438 (meters)      733.06  (feet) COMP
 OK0118  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 OK0118
 OK0118  VERT ORDER      -  SECOND    CLASS 0
 OK0118
 OK0118.The horizontal coordinates were scaled from a map and have
 OK0118.an estimated accuracy of +/- 6 seconds.
 OK0118
 OK0118.The orthometric height was determined by differential leveling and
 OK0118.adjusted by the NATIONAL GEODETIC SURVEY
 OK0118.in June 1991.
 OK0118
 OK0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0118.GEOID18 height accuracy estimate available here.
 OK0118
 OK0118.Click photographs - Photos may exist for this station.
 OK0118
 OK0118.The dynamic height is computed by dividing the NAVD 88
 OK0118.geopotential number by the normal gravity value computed on the
 OK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0118.degrees latitude (g = 980.6199 gals.).
 OK0118
 OK0118.The modeled gravity was interpolated from observed gravity values.
 OK0118
 OK0118;                    North         East    Units  Estimated Accuracy
 OK0118;SPC MI S     -   167,270.    3,999,590.      MT  (+/- 180 meters Scaled)
 OK0118
 OK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN142648(NAD 83)
 OK0118
 OK0118                          SUPERSEDED SURVEY CONTROL
 OK0118
 OK0118  NGVD 29 (??/??/92)  223.633  (m)          733.70   (f) ADJ UNCH    2 0
 OK0118
 OK0118.Superseded values are not recommended for survey control.
 OK0118
 OK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0118.See file dsdata.pdf to determine how the superseded data were derived.
 OK0118
 OK0118_MARKER: Z = SEE DESCRIPTION
 OK0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0118_SP_SET: SIGNAL BASE
 OK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0118
 OK0118  HISTORY     - Date     Condition        Report By
 OK0118  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0118  HISTORY     - 1934     GOOD             CGS
 OK0118
 OK0118                          STATION DESCRIPTION
 OK0118
 OK0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0118'AT OVID.
 OK0118'AT OVID, CLINTON COUNTY, ALONG THE GRAND TRUNK WESTERN RAILWAY,
 OK0118'AT THE NORTHWEST CORNER OF A CONCRETE-ROAD CROSSING, ON THE
 OK0118'TOP OF THE CONCRETE BASE OF A CROSSING-SIGNAL RELAY BOX, 28
 OK0118'FEET NORTHWEST OF BENCH MARK W 86, DESCRIBED BELOW, 8 FEET
 OK0118'SOUTH OF THE SOUTH RAIL, AND 1.7 FEET HIGHER THAN THE TOP OF
 OK0118'THE RAIL.  A KEEL CROSS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0120 ***********************************************************************
 OK0120  DESIGNATION -  CROSS 2
 OK0120  PID         -  OK0120
 OK0120  STATE/COUNTY-  MI/CLINTON
 OK0120  COUNTRY     -  US
 OK0120  USGS QUAD   -  OVID WEST (2017)
 OK0120
 OK0120                         *CURRENT SURVEY CONTROL
 OK0120  ______________________________________________________________________
 OK0120* NAD 83(1986) POSITION- 43 00 21.     (N) 084 23 04.     (W)   SCALED
 OK0120* NAVD 88 ORTHO HEIGHT -   221.124 (meters)      725.47  (feet) ADJUSTED
 OK0120  ______________________________________________________________________
 OK0120  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 OK0120  DYNAMIC HEIGHT  -        221.075 (meters)      725.31  (feet) COMP
 OK0120  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 OK0120
 OK0120  VERT ORDER      -  SECOND    CLASS 0
 OK0120
 OK0120.The horizontal coordinates were scaled from a map and have
 OK0120.an estimated accuracy of +/- 6 seconds.
 OK0120
 OK0120.The orthometric height was determined by differential leveling and
 OK0120.adjusted by the NATIONAL GEODETIC SURVEY
 OK0120.in June 1991.
 OK0120
 OK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0120.GEOID18 height accuracy estimate available here.
 OK0120
 OK0120.Click photographs - Photos may exist for this station.
 OK0120
 OK0120.The dynamic height is computed by dividing the NAVD 88
 OK0120.geopotential number by the normal gravity value computed on the
 OK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0120.degrees latitude (g = 980.6199 gals.).
 OK0120
 OK0120.The modeled gravity was interpolated from observed gravity values.
 OK0120
 OK0120;                    North         East    Units  Estimated Accuracy
 OK0120;SPC MI S     -   167,270.    3,998,550.      MT  (+/- 180 meters Scaled)
 OK0120
 OK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN131647(NAD 83)
 OK0120
 OK0120                          SUPERSEDED SURVEY CONTROL
 OK0120
 OK0120  NGVD 29 (??/??/92)  221.270  (m)          725.95   (f) ADJ UNCH    2 0
 OK0120
 OK0120.Superseded values are not recommended for survey control.
 OK0120
 OK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0120.See file dsdata.pdf to determine how the superseded data were derived.
 OK0120
 OK0120_MARKER: Z = SEE DESCRIPTION
 OK0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0120_SP_SET: ABUTMENT
 OK0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0120
 OK0120  HISTORY     - Date     Condition        Report By
 OK0120  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0120  HISTORY     - 1934     GOOD             CGS
 OK0120  HISTORY     - 20070524 MARK NOT FOUND   MIDT
 OK0120
 OK0120                          STATION DESCRIPTION
 OK0120
 OK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0120'0.6 MI W FROM OVID.
 OK0120'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY, FROM THE
 OK0120'STATION AT OVID, CLINTON COUNTY, 13.7 FEET WEST OF MILEAGE SIGN
 OK0120'89.38, AT A BRIDGE OVER A SMALL STREAM, ON THE TOP OF THE
 OK0120'NORTHEAST CORNER OF THE CONCRETE ABUTMENT, 2.3 FEET EAST OF THE
 OK0120'WEST EDGE, 1.3 FEET NORTH OF THE SOUTH EDGE, AND LEVEL WITH THE
 OK0120'TOP OF THE RAIL.  A KEEL CROSS.
 OK0120
 OK0120                          STATION RECOVERY (2007)
 OK0120
 OK0120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0123 ***********************************************************************
 OK0123  DESIGNATION -  CROSS 3
 OK0123  PID         -  OK0123
 OK0123  STATE/COUNTY-  MI/CLINTON
 OK0123  COUNTRY     -  US
 OK0123  USGS QUAD   -  OVID WEST (2017)
 OK0123
 OK0123                         *CURRENT SURVEY CONTROL
 OK0123  ______________________________________________________________________
 OK0123* NAD 83(1986) POSITION- 43 00 21.     (N) 084 25 33.     (W)   SCALED
 OK0123* NAVD 88 ORTHO HEIGHT -   227.912 (meters)      747.74  (feet) ADJUSTED
 OK0123  ______________________________________________________________________
 OK0123  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 OK0123  DYNAMIC HEIGHT  -        227.861 (meters)      747.57  (feet) COMP
 OK0123  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 OK0123
 OK0123  VERT ORDER      -  SECOND    CLASS 0
 OK0123
 OK0123.The horizontal coordinates were scaled from a map and have
 OK0123.an estimated accuracy of +/- 6 seconds.
 OK0123
 OK0123.The orthometric height was determined by differential leveling and
 OK0123.adjusted by the NATIONAL GEODETIC SURVEY
 OK0123.in June 1991.
 OK0123
 OK0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0123.GEOID18 height accuracy estimate available here.
 OK0123
 OK0123.Click photographs - Photos may exist for this station.
 OK0123
 OK0123.The dynamic height is computed by dividing the NAVD 88
 OK0123.geopotential number by the normal gravity value computed on the
 OK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0123.degrees latitude (g = 980.6199 gals.).
 OK0123
 OK0123.The modeled gravity was interpolated from observed gravity values.
 OK0123
 OK0123;                    North         East    Units  Estimated Accuracy
 OK0123;SPC MI S     -   167,270.    3,995,180.      MT  (+/- 180 meters Scaled)
 OK0123
 OK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN098646(NAD 83)
 OK0123
 OK0123                          SUPERSEDED SURVEY CONTROL
 OK0123
 OK0123  NGVD 29 (??/??/92)  228.054  (m)          748.21   (f) ADJ UNCH    2 0
 OK0123
 OK0123.Superseded values are not recommended for survey control.
 OK0123
 OK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0123.See file dsdata.pdf to determine how the superseded data were derived.
 OK0123
 OK0123_MARKER: Z = SEE DESCRIPTION
 OK0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0123_SP_SET: SIGNAL BASE
 OK0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0123
 OK0123  HISTORY     - Date     Condition        Report By
 OK0123  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0123  HISTORY     - 1934     GOOD             CGS
 OK0123
 OK0123                          STATION DESCRIPTION
 OK0123
 OK0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0123'AT SHEPARDSVILLE.
 OK0123'AT SHEPARDSVILLE, CLINTON COUNTY, 24 YARDS NORTHEAST OF THE
 OK0123'NORTHEAST CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, AT
 OK0123'THE NORTHWEST CORNER OF A ROAD CROSSING, HIGHEST POINT ON THE
 OK0123'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE CROSSING SIGNAL, 9
 OK0123'FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0123'A KEEL CROSS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0797 ***********************************************************************
 QK0797  DESIGNATION -  CROSS VILLAGE
 QK0797  PID         -  QK0797
 QK0797  STATE/COUNTY-  MI/EMMET
 QK0797  COUNTRY     -  US
 QK0797  USGS QUAD   -  CROSS VILLAGE (2017)
 QK0797
 QK0797                         *CURRENT SURVEY CONTROL
 QK0797  ______________________________________________________________________
 QK0797* NAD 83(1994) POSITION- 45 37 44.44518(N) 085 04 04.76839(W)   ADJUSTED
 QK0797* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 QK0797  ______________________________________________________________________
 QK0797  GEOID HEIGHT    -        -35.198 (meters)                     GEOID18
 QK0797  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 QK0797  HORZ ORDER      -  FIRST
 QK0797
 QK0797.The horizontal coordinates were established by classical geodetic methods
 QK0797.and adjusted by the National Geodetic Survey in February 1997.
 QK0797
 QK0797.The orthometric height was scaled from a topographic map.
 QK0797
 QK0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0797.GEOID18 height accuracy estimate available here.
 QK0797
 QK0797.Click photographs - Photos may exist for this station.
 QK0797
 QK0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0797
 QK0797. The following values were computed from the NAD 83(1994) position.
 QK0797
 QK0797;                    North         East     Units Scale Factor Converg.
 QK0797;SPC MI C     -   257,191.152 5,945,312.691   MT  0.99998436   -0 29 43.5
 QK0797;SPC MI C     -   843,802.99 19,505,619.06   iFT  0.99998436   -0 29 43.5
 QK0797;UTM  16      - 5,054,644.903   650,595.977   MT  0.99987883   +1 22 52.7
 QK0797
 QK0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0797!SPC MI C     -   0.99996272  x   0.99998436  =   0.99994709
 QK0797!UTM  16      -   0.99996272  x   0.99987883  =   0.99984156
 QK0797
 QK0797:                Primary Azimuth Mark                     Grid Az
 QK0797:SPC MI C     -  GOODHART                                 189 32 54.9
 QK0797:UTM  16      -  GOODHART                                 187 40 18.7
 QK0797
 QK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5059554644(NAD 83)
 QK0797
 QK0797|---------------------------------------------------------------------|
 QK0797| PID    Reference Object                     Distance      Geod. Az  |
 QK0797|                                                           dddmmss.s |
 QK0797| QK0800 GOODHART                            APPROX. 4.4 KM 1890311.4 |
 QK0797| CH1026 CROSS VILLAGE RM 1                   13.475 METERS 20504     |
 QK0797| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.39.7 KM 2733921.1 |
 QK0797| CH1027 CROSS VILLAGE RM 2                   15.460 METERS 30409     |
 QK0797| QK0794 GRAYS REEF LIGHT                    APPROX.16.6 KM 3361818.1 |
 QK0797| QK0795 WHITE SHOAL LH                      APPROX.24.2 KM 3472531.9 |
 QK0797| QK0792 WAUGOSHANCE LH                      APPROX.17.7 KM 3540117.0 |
 QK0797|---------------------------------------------------------------------|
 QK0797
 QK0797                          SUPERSEDED SURVEY CONTROL
 QK0797
 QK0797  NAD 83(1986)-  45 37 44.43988(N)    085 04 04.76778(W) AD(       ) 1
 QK0797  NAD 27      -  45 37 44.39930(N)    085 04 04.53760(W) AD(       ) 1
 QK0797
 QK0797.Superseded values are not recommended for survey control.
 QK0797
 QK0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0797.See file dsdata.pdf to determine how the superseded data were derived.
 QK0797
 QK0797
 QK0797  HISTORY     - Date     Condition        Report By
 QK0797  HISTORY     - 1902     MONUMENTED       USLS
 QK0797  HISTORY     - 1924     SEE DESCRIPTION  USLS
 QK0797  HISTORY     - 1932     GOOD             USLS
 QK0797  HISTORY     - 1956     GOOD             CGS
 QK0797
 QK0797                          STATION DESCRIPTION
 QK0797
 QK0797'DESCRIBED BY US LAKE SURVEY 1924
 QK0797'NEAR EAST SHORE OF LAKE MICHIGAN, ABOUT 2 MILES SOUTHWEST OF CROSS
 QK0797'VILLAGE, AND 6 MILES SOUTHEAST OF SKILLIGALLEE LIGHTHOUSE, ON SUMMIT
 QK0797'OF SECOND SAND HILL ON EDGE OF MAIN BLUFF BETWEEN THE BEACH ROUTE AND
 QK0797'LAKE SHORE.
 QK0797'
 QK0797'MARKED BY 1/2-INCH BRASS TUBE SET IN CONCRETE-FILLED 4-INCH CAST IRON
 QK0797'PIPE, TOP 2 FEET BELOW SURFACE OF GROUND.  SURROUNDING UPPER END OF
 QK0797'PIPE IS CEMENT SLAB 2 INCHES THICK, MARKED U. S. 1902.  REFERENCE
 QK0797'MARKS ARE CEMENT-FILLED 2 INCH WROUGHT IRON PIPES 6 FEET LONG, AND
 QK0797'DRIVEN TO DEPTH OF 5.8 FEET.  ONE IS 15.1 FEET FROM STATION ON LINE TO
 QK0797'SKILLIGALLEE LIGHTHOUSE, BEARING N. 57 DEGREES 05 MIN W. OTHER IS 14.8
 QK0797'FEET FROM STATION ON LINE TO ST. HELENA LIGHTHOUSE.
 QK0797
 QK0797                          STATION RECOVERY (1932)
 QK0797
 QK0797'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0797'STATION RECOVERED IN GOOD CONDITION.  ON THE SUMMIT OF A HIGH SAND
 QK0797'KNOLL, BETWEEN THE LAKESHORE AND LAKE SHORE ROAD.  MARKED BY A 1/2-IN.
 QK0797'BRASS TUBE, SET IN CEMENT WHICH FILLS A 4-IN. CAST-IRON PIPE 3.8 FT.
 QK0797'LONG, ITS TOP IS SURROUNDED BY A 2-IN. THICK CEMENT SLAB AND 1.8 FT.
 QK0797'BELOW GROUND SURFACE.  REMAINS OF AN OLD TOWER STILL STANDING OVER THE
 QK0797'STATION MARK.
 QK0797'
 QK0797'REFERENCE MONUMENT IS A 2-IN. IRON PIPE, FILLED WITH CEMENT, TOP 2 IN.
 QK0797'ABOVE GROUND SURFACE, BEARS N 34 E, 15.2 FT. FROM THE STATION ON LINE
 QK0797'WITH ST. HELENA LIGHT.
 QK0797'
 QK0797'ANOTHER REFERENCE MONUMENT HAS BEEN LOST.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 10-IN. DOUBLE OAK TREE (GROWING AT RIGHT-ANGLE
 QK0797'SLOPE) BEARS S 35 DEGREES E, 28.3 FT. FROM THE STATION.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 12-IN. DOUBLE OAK TREE BEARS S, 72.6 FT. FROM THE
 QK0797'STATION.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 8-IN. NORWAY PINE TREE BEARS S 69 DEGREES W, 35.2
 QK0797'FT. FROM THE STATION.
 QK0797'
 QK0797'TO REACH THE STATION FROM THE POST OFFICE IN CROSS VILLAGE, GO SW ON
 QK0797'LAKE SHORE ROAD FOR 2.2 MI. STRIKE SW TOP OF A HIGH SANDHILL WHICH
 QK0797'LIES JUST W OF THE ROAD, THEN GO NW ALONG THE TOP OF THE RIDGE TO
 QK0797'ANOTHER HIGH SAND KNOLL WHICH IS ABOUT 300 FT. FROM THE FIRST ONE.
 QK0797
 QK0797                          STATION RECOVERY (1956)
 QK0797
 QK0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WMN)
 QK0797'THE STATION IS ABOUT 2 MILES SOUTHWEST OF CROSS VILLAGE, 6 MILES
 QK0797'SOUTHEAST OF THE SKILLIGALLEE LIGHTHOUSE, ON THE SUMMIT OF THE SECOND
 QK0797'SAND HILL ON THE EDGE OF THE MAIN BLUFF BETWEEN THE BEACH ROUTE AND
 QK0797'THE LAKE SHORE.  ON PROPERTY OWNED BY MR. JOE LEOJEWSKI.  IT IS 17
 QK0797'FEET NORTHEAST OF AN 8 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 QK0797'EAST SIDE, 12 FEET SOUTHWEST OF A 6 INCH OAK TREE WITH A TRIANGULAR
 QK0797'BLAZE ON THE WEST SIDE AND 28 FEET NORTH OF A 12 INCH DOUBLE OAK TREE
 QK0797'GROWING AT A RIGHT-ANGLE SLOPE.  THE MARK IS A 1/2 INCH BRASS TUBE,
 QK0797'SET IN CEMENT WHICH FILLS A 4 INCH CAST IRON PIPE SURROUNDED BY A MASS
 QK0797'OF CONCRETE AND IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 QK0797'
 QK0797'TO REACH THE STATION FROM THE PAVED CROSSROAD AT THE CROSS VILLAGE
 QK0797'POST OFFICE, GO WEST SOUTHWEST ON STATE HIGHWAY 131, BEACH ROUTE FOR
 QK0797'1.9 MILES TO A SIGN ON THE LEFT, CROSS VILLAGE RESORT AND TWO
 QK0797'PROMINENT SAND HILLS ABOUT 200 FEET WEST OF THE HIGHWAY.  TURN RIGHT
 QK0797'AND GO WEST ON A VERY DIM WOODS ROAD FOR ABOUT 150 FEET TO THE END OF
 QK0797'TRUCK TRAVEL.  PACK SOUTHWEST, UP A DRAW BETWEEN THE TWO SAND HILLS TO
 QK0797'THE TOP OF THE SECOND SAND HILL AND THE STATION.
 QK0797'
 QK0797'REFERENCE MARK 1 IS 28 FEET SOUTHWEST OF AN 8 INCH PINE TREE WITH A
 QK0797'TRIANGULAR BLAZE ON THE EAST SIDE AND 19 FEET NORTHEAST OF A 24 INCH
 QK0797'PINE TREE.  IT IS A STANDARD U.S.C. AND G. SURVEY REFERENCE MARK DISK
 QK0797'SET IN THE TOP OF A 4 INCH CAST IRON PIPE FILLED WITH CONCRETE AND THE
 QK0797'DISK IS STAMPED CROSS VILLAGE USLS NO 1 1956.
 QK0797'
 QK0797'REFERENCE MARK 2 IS 8 FEET SOUTHEAST OF A 6 INCH BLACKOAK TREE WITH A
 QK0797'TWIN TRUNK AND 5 FEET NORTH OF A 10 INCH OAK TREE WITH A PROMINENT
 QK0797'FORK.  IT IS A STANDARD U.S.C.  AND G. SURVEY REFERENCE MARK DISK SET
 QK0797'IN THE TOP OF A 4 INCH CAST IRON PIPE FILLED WITH CONCRETE.  THE MARK
 QK0797'PROJECTS 12 INCHES AND THE DISK IS STAMPED CROSS VILLAGE USLS NO 2
 QK0797'1956.
 QK0797'
 QK0797'REFERENCE MONUMENT 3 IS 2 FEET NORTHEAST OF A 6 INCH OAK TREE WITH A
 QK0797'TRIANGULAR BLAZE ON THE WEST SIDE AND 34 FEET NORTH OF THE DOUBLE OAK
 QK0797'TREE GROWING AT A RIGHT ANGLE SLOPE.  THE MARK IS A CONCRETE FILLED
 QK0797'WROUGHT IRON PIPE 2 INCHES IN DIAMETER THAT PROJECTS 2 INCHES ABOVE
 QK0797'THE GROUND.  DUE TO INTERVENING TIMBER NO DISTANCE OR DIRECTION WAS
 QK0797'TAKEN ON THE MONUMENT AT THIS TIME.
 QK0797'
 QK0797'NOTE-NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0797'
 QK0797'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0796 ***********************************************************************
 QK0796  DESIGNATION -  CROSS VILLAGE CHURCH USLS 1925
 QK0796  PID         -  QK0796
 QK0796  STATE/COUNTY-  MI/EMMET
 QK0796  COUNTRY     -  US
 QK0796  USGS QUAD   -  CROSS VILLAGE (2017)
 QK0796
 QK0796                         *CURRENT SURVEY CONTROL
 QK0796  ______________________________________________________________________
 QK0796* NAD 83(1994) POSITION- 45 38 46.70977(N) 085 01 44.67971(W)   ADJUSTED
 QK0796* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 QK0796  ______________________________________________________________________
 QK0796  GEOID HEIGHT    -        -35.203 (meters)                     GEOID18
 QK0796  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 QK0796  HORZ ORDER      -  SECOND
 QK0796
 QK0796.The horizontal coordinates were established by classical geodetic methods
 QK0796.and adjusted by the National Geodetic Survey in February 1997.
 QK0796
 QK0796.The orthometric height was scaled from a topographic map.
 QK0796
 QK0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0796.GEOID18 height accuracy estimate available here.
 QK0796
 QK0796.Click photographs - Photos may exist for this station.
 QK0796
 QK0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0796
 QK0796. The following values were computed from the NAD 83(1994) position.
 QK0796
 QK0796;                    North         East     Units Scale Factor Converg.
 QK0796;SPC MI C     -   259,087.872 5,948,362.687   MT  0.99998803   -0 28 04.6
 QK0796;SPC MI C     -   850,025.83 19,515,625.61   iFT  0.99998803   -0 28 04.6
 QK0796;UTM  16      - 5,056,640.307   653,581.903   MT  0.99989000   +1 24 34.4
 QK0796
 QK0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0796!SPC MI C     -   0.99997323  x   0.99998803  =   0.99996126
 QK0796!UTM  16      -   0.99997323  x   0.99989000  =   0.99986323
 QK0796
 QK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5358156640(NAD 83)
 QK0796
 QK0796                          SUPERSEDED SURVEY CONTROL
 QK0796
 QK0796  NAD 83(1986)-  45 38 46.70429(N)    085 01 44.67926(W) AD(       ) 2
 QK0796  NAD 27      -  45 38 46.66612(N)    085 01 44.44685(W) AD(       ) 2
 QK0796
 QK0796.Superseded values are not recommended for survey control.
 QK0796
 QK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0796.See file dsdata.pdf to determine how the superseded data were derived.
 QK0796
 QK0796
 QK0796  HISTORY     - Date     Condition        Report By
 QK0796  HISTORY     - 1925     MONUMENTED       USLS
 QK0796  HISTORY     - 19960814 GOOD             USPSQD
 QK0796
 QK0796                          STATION DESCRIPTION
 QK0796
 QK0796'DESCRIBED BY US LAKE SURVEY 1925
 QK0796'CENTER OF SPIRE ON CATHOLIC CHURCH AT EXTREME NORTHERN END OF CROSS
 QK0796'VILLAGE.
 QK0796
 QK0796                          STATION RECOVERY (1996)
 QK0796
 QK0796'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0042 ***********************************************************************
 OJ0042  DESIGNATION -  CROSWELL
 OJ0042  PID         -  OJ0042
 OJ0042  STATE/COUNTY-  MI/SANILAC
 OJ0042  COUNTRY     -  US
 OJ0042  USGS QUAD   -  CROSWELL (2017)
 OJ0042
 OJ0042                         *CURRENT SURVEY CONTROL
 OJ0042  ______________________________________________________________________
 OJ0042* NAD 83(1986) POSITION- 43 16 32.     (N) 082 37 15.     (W)   SCALED
 OJ0042* NAVD 88 ORTHO HEIGHT -   224.427 (meters)      736.31  (feet) ADJUSTED
 OJ0042  ______________________________________________________________________
 OJ0042  GEOID HEIGHT    -        -34.534 (meters)                     GEOID18
 OJ0042  DYNAMIC HEIGHT  -        224.381 (meters)      736.16  (feet) COMP
 OJ0042  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 OJ0042
 OJ0042  VERT ORDER      -  FIRST     CLASS II
 OJ0042
 OJ0042.The horizontal coordinates were scaled from a map and have
 OJ0042.an estimated accuracy of +/- 6 seconds.
 OJ0042
 OJ0042.The orthometric height was determined by differential leveling and
 OJ0042.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0042.in June 1991.
 OJ0042
 OJ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0042.GEOID18 height accuracy estimate available here.
 OJ0042
 OJ0042.Click photographs - Photos may exist for this station.
 OJ0042
 OJ0042.The dynamic height is computed by dividing the NAVD 88
 OJ0042.geopotential number by the normal gravity value computed on the
 OJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0042.degrees latitude (g = 980.6199 gals.).
 OJ0042
 OJ0042.The modeled gravity was interpolated from observed gravity values.
 OJ0042
 OJ0042;                    North         East    Units  Estimated Accuracy
 OJ0042;SPC MI S     -   198,700.    4,141,700.      MT  (+/- 180 meters Scaled)
 OJ0042
 OJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH684926(NAD 83)
 OJ0042
 OJ0042                          SUPERSEDED SURVEY CONTROL
 OJ0042
 OJ0042  NGVD 29 (??/??/92)  224.544  (m)          736.69   (f) ADJ UNCH    1 2
 OJ0042
 OJ0042.Superseded values are not recommended for survey control.
 OJ0042
 OJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0042.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0042
 OJ0042_MARKER: DB = BENCH MARK DISK
 OJ0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0042_SP_SET: SILL
 OJ0042_STAMPING: CROSWELL 1934
 OJ0042_MARK LOGO: CGS
 OJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0042+STABILITY: SURFACE MOTION
 OJ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0042+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2019
 OJ0042
 OJ0042  HISTORY     - Date     Condition        Report By
 OJ0042  HISTORY     - 1934     MONUMENTED       MI1150
 OJ0042  HISTORY     - 1935     GOOD             CGS
 OJ0042  HISTORY     - 1977     GOOD             NGS
 OJ0042  HISTORY     - 19940727 GOOD             USPSQD
 OJ0042  HISTORY     - 20121127 GOOD             WILCOX
 OJ0042  HISTORY     - 20190521 GOOD             MUXLOW
 OJ0042
 OJ0042                          STATION DESCRIPTION
 OJ0042
 OJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OJ0042'AT CROSWELL.
 OJ0042'AT CROSWELL, SANILAC COUNTY, AT THE INTERSECTION OF HOWARD
 OJ0042'AVENUE AND WELLS STREET, NEAR THE SOUTHWEST CORNER OF THE CITY
 OJ0042'HALL, 8 FEET EAST OF THE MIDDLE OF THE MAIN ENTRANCE, LEVEL WITH
 OJ0042'THE SIDEWALK, AND IN THE TOP OF A CONCRETE SILL.  A STANDARD
 OJ0042'DISK, STAMPED CROSWELL 1934.
 OJ0042
 OJ0042                          STATION RECOVERY (1977)
 OJ0042
 OJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0042'AT CROSWELL, AT THE INTERSECTION OF HOWARD AVENUE AND WELLS STREET,
 OJ0042'NEAR THE SOUTHWEST CORNER OF THE CITY HALL, 8 FEET EAST OF THE MIDDLE
 OJ0042'OF THE MAIN ENTRANCE, IN THE TOP OF A CONCRETE SILL, ABOUT 3 INCHES
 OJ0042'ABOVE SIDEWALK LEVEL.
 OJ0042
 OJ0042                          STATION RECOVERY (1994)
 OJ0042
 OJ0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0042'RECOVERED IN GOOD CONDITION.
 OJ0042
 OJ0042                          STATION RECOVERY (2012)
 OJ0042
 OJ0042'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2012 (GS)
 OJ0042'RECOVERED IN GOOD CONDITION.
 OJ0042
 OJ0042                          STATION RECOVERY (2019)
 OJ0042
 OJ0042'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2019 (RM)
 OJ0042'ON SMALL LEDGE AGAINST CITY HALL BUILDING, PICTURE LOOKING NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0506 ***********************************************************************
 OL0506  DESIGNATION -  CRYSTAL
 OL0506  PID         -  OL0506
 OL0506  STATE/COUNTY-  MI/OCEANA
 OL0506  COUNTRY     -  US
 OL0506  USGS QUAD   -  CRYSTAL VALLEY (2017)
 OL0506
 OL0506                         *CURRENT SURVEY CONTROL
 OL0506  ______________________________________________________________________
 OL0506* NAD 83(1994) POSITION- 43 45 07.13009(N) 086 11 52.48007(W)   ADJUSTED
 OL0506* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 OL0506  ______________________________________________________________________
 OL0506  GEOID HEIGHT    -        -34.564 (meters)                     GEOID18
 OL0506  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 OL0506  HORZ ORDER      -  FIRST
 OL0506
 OL0506.The horizontal coordinates were established by classical geodetic methods
 OL0506.and adjusted by the National Geodetic Survey in February 1997.
 OL0506
 OL0506.The orthometric height was scaled from a topographic map.
 OL0506
 OL0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0506.GEOID18 height accuracy estimate available here.
 OL0506
 OL0506.Click photographs - Photos may exist for this station.
 OL0506
 OL0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0506
 OL0506. The following values were computed from the NAD 83(1994) position.
 OL0506
 OL0506;                    North         East     Units Scale Factor Converg.
 OL0506;SPC MI S     -   251,761.478 3,852,520.852   MT  1.00002149   -1 14 46.4
 OL0506;SPC MI S     -   825,989.10 12,639,504.11   iFT  1.00002149   -1 14 46.4
 OL0506;UTM  16      - 4,844,639.049   564,574.133   MT  0.99965129   +0 33 16.9
 OL0506
 OL0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0506!SPC MI S     -   0.99995337  x   1.00002149  =   0.99997486
 OL0506!UTM  16      -   0.99995337  x   0.99965129  =   0.99960468
 OL0506
 OL0506:                Primary Azimuth Mark                     Grid Az
 OL0506:SPC MI S     -  CRYSTAL AZ MK                            355 19 42.2
 OL0506:UTM  16      -  CRYSTAL AZ MK                            353 31 38.9
 OL0506
 OL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6457444639(NAD 83)
 OL0506
 OL0506|---------------------------------------------------------------------|
 OL0506| PID    Reference Object                     Distance      Geod. Az  |
 OL0506|                                                           dddmmss.s |
 OL0506| CH0924 CRYSTAL RM 1                                       23400     |
 OL0506| CH0925 CRYSTAL RM 2                                       31413     |
 OL0506| CH0923 CRYSTAL AZ MK                                      3540455.8 |
 OL0506|---------------------------------------------------------------------|
 OL0506
 OL0506                          SUPERSEDED SURVEY CONTROL
 OL0506
 OL0506  NAD 83(1986)-  43 45 07.13180(N)    086 11 52.48691(W) AD(       ) 1
 OL0506  NAD 27      -  43 45 07.09995(N)    086 11 52.22570(W) AD(       ) 1
 OL0506
 OL0506.Superseded values are not recommended for survey control.
 OL0506
 OL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0506.See file dsdata.pdf to determine how the superseded data were derived.
 OL0506
 OL0506_MARKER: DS = TRIANGULATION STATION DISK
 OL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0506_STAMPING: CRYSTAL 1932
 OL0506_MARK LOGO: CGS
 OL0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0506+STABILITY: SURFACE MOTION
 OL0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0506+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0506
 OL0506  HISTORY     - Date     Condition        Report By
 OL0506  HISTORY     - 1932     MONUMENTED       CGS
 OL0506  HISTORY     - 1937     GOOD             CGS
 OL0506  HISTORY     - 1957     GOOD             USGS
 OL0506  HISTORY     - 1965     GOOD             USLS
 OL0506  HISTORY     - 1980     GOOD             MIDH
 OL0506  HISTORY     - 19940820 GOOD             USPSQD
 OL0506  HISTORY     - 20010928 GOOD             USPSQD
 OL0506  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0506  HISTORY     - 20070929 GOOD             GEOCAC
 OL0506
 OL0506                          STATION DESCRIPTION
 OL0506
 OL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OL0506'ABOUT 9 MILES NORTHEAST OF HART, 2-1/2 MILES SOUTHEAST OF CRYSTAL
 OL0506'VALLEY, IN NW 1/4 SEC. 26, T. 16 N., R. 16 W.  CRYSTAL TOWNSHIP, ON
 OL0506'LAND OWNED BY J. J. STRALEY OF MUSKEGON AND RENTED BY FLOYD ARNOLD,
 OL0506'172 FEET EAST OF CENTER LINE OF NORTH-SOUTH SAND ROAD, AND 300 YARDS
 OL0506'SOUTH OF ARNOLDS HOUSE.
 OL0506'
 OL0506'TO REACH FROM HART, GO NORTH 3.1 MILES ON U.S. ROUTE 31 TO GRAVEL ROAD
 OL0506'LEADING EAST AT CRYSTAL VALLEY SIGN, GO EAST 5.75 MILES, NORTH 2.0
 OL0506'MILES, AND EAST 2.25 MILES TO ROAD LEADING SOUTH, PROCEED SOUTH 1.45
 OL0506'MILES TO TOP OF GRADE IN CUT, AND GO EAST 172 FEET TO STATION SITE ON
 OL0506'KNOLL.
 OL0506'
 OL0506'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 OL0506'NOTES 1A AND 7A.  UPPER MARK PROJECTS 2 INCHES.  REFERENCE AND AZIMUTH
 OL0506'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OL0506'
 OL0506'NO. 1 PROJECTS 6 INCHES, IS OPPOSITE POINT WHERE ROAD GOES THROUGH
 OL0506'6-FOOT CUT, 25 FEET EAST OF CENTER LINE OF ROAD AND 183.63 FEET
 OL0506'(SLOPE) FROM STATION IN AZIMUTH 54 DEG 00 MIN.
 OL0506'
 OL0506'NO. 2 PROJECTS 3 INCHES, IS 18 FEET EAST OF CENTER LINE OF ROAD, 8
 OL0506'FEET SOUTH OF SMALL QUAKING ASP TREE, AND 206.84 FEET (SLOPE) FROM
 OL0506'STATION IN AZIMUTH 134 DEG 13 MIN.
 OL0506'
 OL0506'AZIMUTH MARK PROJECTS 6 INCHES, IS 18 FEET WEST OF CENTER LINE OF ROAD
 OL0506'38 FEET NORTHWEST OF INTERSECTION OF ROAD AND DRIVEWAY INTO WHITE
 OL0506'FRAME HOUSE, 80 FEET WEST OF WHITE HOUSE, AND APPROXIMATELY 0.35 MILE
 OL0506'FROM STATION IN AZIMUTH 174 DEG 05 MIN 01 SEC.
 OL0506'
 OL0506'IN 1935 DUE TO HIGHWAY CONSTRUCTION THE AZIMUTH MARK AND REFERENCE
 OL0506'MARKS WERE RESET.  REFERENCE MARK NO. 1 IS 160.30 FEET (SLOPE) FROM
 OL0506'STATION IN AZIMUTH 54 DEG 00 MIN, AND NO. 2 IS 190.80 FEET (SLOPE)
 OL0506'FROM STATION IN AZIMUTH 134 DEG 13 MIN. AZIMUTH MARK IS APPROXIMATELY
 OL0506'0.35 MILE FROM STATION IN AZIMUTH 173 DEG 21 MIN 01 SEC.
 OL0506
 OL0506                          STATION RECOVERY (1957)
 OL0506
 OL0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OL0506'ABOUT 187 FT. E OF CENTERLINE GRAVEL ROAD, 12-FT. CUT, 40 FT. E OF
 OL0506'CENTERLINE GRAVEL ROAD, 33 FT. E OF CENTERLINE ROAD.
 OL0506
 OL0506                          STATION RECOVERY (1965)
 OL0506
 OL0506'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0506'STATION AND REFERENCE MARKS RECOVERED.  AZIMUTH MARK NOT FOUND.
 OL0506
 OL0506                          STATION RECOVERY (1980)
 OL0506
 OL0506'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0506'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OL0506'THE STATION IS LOCATED IN A STAND OF LARGE PINE TREES.  THE REFERENCE
 OL0506'MARKS ARE LOCATED AS DESCRIBED AND IN THE PINE TREES ON THE EAST SIDE
 OL0506'OF 144TH AVENUE.
 OL0506'
 OL0506'THE AZIMUTH MARK WAS WAS SEARCHED FOR AND NOT FOUND.  IT APPARENTLY
 OL0506'HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 OL0506'
 OL0506'OWNER OF PROPERTY IS JERRY SLOCUM, TELEPHONE 616 873 2368.
 OL0506
 OL0506                          STATION RECOVERY (1994)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0506'RECOVERED IN GOOD CONDITION.
 OL0506
 OL0506                          STATION RECOVERY (2001)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0506'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. AZIMUTH
 OL0506'MARK WAS NOT FOUND.
 OL0506
 OL0506                          STATION RECOVERY (2004)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0506'MARK NOT FOUND.
 OL0506
 OL0506                          STATION RECOVERY (2007)
 OL0506
 OL0506'RECOVERY NOTE BY GEOCACHING 2007 (CW)
 OL0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0250 ***********************************************************************
 RL0250  DESIGNATION -  CRYSTAL FALLS
 RL0250  PID         -  RL0250
 RL0250  STATE/COUNTY-  MI/IRON
 RL0250  COUNTRY     -  US
 RL0250  USGS QUAD   -  CRYSTAL FALLS (2017)
 RL0250
 RL0250                         *CURRENT SURVEY CONTROL
 RL0250  ______________________________________________________________________
 RL0250* NAD 83(1986) POSITION- 46 05 47.9    (N) 088 19 58.3    (W)   HD_HELD2
 RL0250* NAVD 88 ORTHO HEIGHT -   451.240 (meters)     1480.44  (feet) ADJUSTED
 RL0250  ______________________________________________________________________
 RL0250  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 RL0250  DYNAMIC HEIGHT  -        451.246 (meters)     1480.46  (feet) COMP
 RL0250  MODELED GRAVITY -    980,614.2   (mgal)                       NAVD 88
 RL0250
 RL0250  VERT ORDER      -  SECOND    CLASS 0
 RL0250
 RL0250.The horizontal coordinates were established by autonomous hand held GPS
 RL0250.observations and have an estimated accuracy of +/- 10 meters.
 RL0250
 RL0250.The orthometric height was determined by differential leveling and
 RL0250.adjusted by the NATIONAL GEODETIC SURVEY
 RL0250.in June 1991.
 RL0250
 RL0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0250.GEOID18 height accuracy estimate available here.
 RL0250
 RL0250.Click photographs - Photos may exist for this station.
 RL0250
 RL0250.The dynamic height is computed by dividing the NAVD 88
 RL0250.geopotential number by the normal gravity value computed on the
 RL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0250.degrees latitude (g = 980.6199 gals.).
 RL0250
 RL0250.The modeled gravity was interpolated from observed gravity values.
 RL0250
 RL0250;                    North         East    Units  Estimated Accuracy
 RL0250;SPC MI N     -   146,832.    7,896,946.      MT  (+/- 10 meters HH2 GPS)
 RL0250
 RL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9697305648(NAD 83)
 RL0250
 RL0250                          SUPERSEDED SURVEY CONTROL
 RL0250
 RL0250  NGVD 29 (??/??/92)  451.234  (m)         1480.42   (f) ADJ UNCH    2 0
 RL0250
 RL0250.Superseded values are not recommended for survey control.
 RL0250
 RL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0250.See file dsdata.pdf to determine how the superseded data were derived.
 RL0250
 RL0250_MARKER: DB = BENCH MARK DISK
 RL0250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RL0250_SP_SET: STONE BANISTER
 RL0250_STAMPING: CRYSTAL FALLS 1934
 RL0250_MARK LOGO: CGS
 RL0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0250+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL0250
 RL0250  HISTORY     - Date     Condition        Report By
 RL0250  HISTORY     - 1934     MONUMENTED       CGS
 RL0250  HISTORY     - 1979     GOOD             MIDH
 RL0250  HISTORY     - 1984     GOOD
 RL0250  HISTORY     - 20030925 GOOD             USPSQD
 RL0250  HISTORY     - 20060803 GOOD             USPSQD
 RL0250
 RL0250                          STATION DESCRIPTION
 RL0250
 RL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0250'AT CRYSTAL FALLS.
 RL0250'AT CRYSTAL FALLS, IRON COUNTY, AT THE CITY HALL, AT THE EAST
 RL0250'ENTRANCE ON THE NORTH SIDE, IN THE TOP OF THE WEST STONE BANISTER,
 RL0250'AND 20 FEET SOUTH OF THE SOUTH CURB LINE OF SUPERIOR STREET.
 RL0250'A STANDARD DISK, STAMPED CRYSTAL FALLS 1934.
 RL0250
 RL0250                          STATION RECOVERY (1979)
 RL0250
 RL0250'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RL0250'RECOVERED IN GOOD CONDITION.
 RL0250
 RL0250                          STATION RECOVERY (1984)
 RL0250
 RL0250'RECOVERED 1984
 RL0250'RECOVERED IN GOOD CONDITION.
 RL0250
 RL0250                          STATION RECOVERY (2003)
 RL0250
 RL0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL0250'DISK IS UNDER A PLASTIC FLORAL URN ON THE WEST STONE BANNISTER.
 RL0250
 RL0250                          STATION RECOVERY (2006)
 RL0250
 RL0250'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1560 ***********************************************************************
 RL1560  DESIGNATION -  CRYSTAL FALLS CO CTHSE TOWER
 RL1560  PID         -  RL1560
 RL1560  STATE/COUNTY-  MI/IRON
 RL1560  COUNTRY     -  US
 RL1560  USGS QUAD   -  CRYSTAL FALLS (2017)
 RL1560
 RL1560                         *CURRENT SURVEY CONTROL
 RL1560  ______________________________________________________________________
 RL1560* NAD 83(1994) POSITION- 46 05 48.47437(N) 088 20 06.89050(W)   ADJUSTED
 RL1560  ______________________________________________________________________
 RL1560  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 RL1560  LAPLACE CORR    -         -9.55  (seconds)                    DEFLEC18
 RL1560  HORZ ORDER      -  THIRD
 RL1560
 RL1560.The horizontal coordinates were established by classical geodetic methods
 RL1560.and adjusted by the National Geodetic Survey in February 1997.
 RL1560
 RL1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1560.GEOID18 height accuracy estimate available here.
 RL1560
 RL1560.Click photographs - Photos may exist for this station.
 RL1560
 RL1560.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1560
 RL1560. The following values were computed from the NAD 83(1994) position.
 RL1560
 RL1560;                    North         East     Units Scale Factor Converg.
 RL1560;SPC MI N     -   146,853.214 7,896,762.208   MT  0.99990822   -0 57 54.4
 RL1560;SPC MI N     -   481,801.88 25,908,012.49   iFT  0.99990822   -0 57 54.4
 RL1560;SPC WI N     -   104,727.618   728,715.808   MT  0.99994611   +1 12 03.3
 RL1560;SPC WI N     -   343,593.86  2,390,795.11   sFT  0.99994611   +1 12 03.3
 RL1560;UTM  16      - 5,105,669.143   396,789.494   MT  0.99973095   -0 57 43.7
 RL1560
 RL1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9678905669(NAD 83)
 RL1560
 RL1560                          SUPERSEDED SURVEY CONTROL
 RL1560
 RL1560  NAD 83(1991)-  46 05 48.47224(N)    088 20 06.88537(W) AD(       ) 3
 RL1560  NAD 83(1986)-  46 05 48.47185(N)    088 20 06.88050(W) AD(       ) 3
 RL1560  NAD 27      -  46 05 48.65100(N)    088 20 06.38300(W) AD(       ) 3
 RL1560
 RL1560.Superseded values are not recommended for survey control.
 RL1560
 RL1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1560.See file dsdata.pdf to determine how the superseded data were derived.
 RL1560
 RL1560_MARKER: 55 = TOWER
 RL1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1560+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 RL1560
 RL1560  HISTORY     - Date     Condition        Report By
 RL1560  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1560  HISTORY     - 20020619 GOOD             USPSQD
 RL1560  HISTORY     - 20030925 POOR             USPSQD
 RL1560
 RL1560                          STATION DESCRIPTION
 RL1560
 RL1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1560'THE STATION IS LOCATED IN THE TOWN OF CRYSTAL FALLS.  IT IS
 RL1560'ROCK STRUCTURE, WITH CLOCK IN TOWER AND APPROXIMATELY 100
 RL1560'FEET HIGH.
 RL1560'
 RL1560'THE TOWER IS LOCATED AT COURT AVE., AND SEVENTH STREET IN
 RL1560'CRYSTAL FALLS.
 RL1560
 RL1560                          STATION RECOVERY (2002)
 RL1560
 RL1560'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1560'RECOVERED IN GOOD CONDITION.
 RL1560
 RL1560                          STATION RECOVERY (2003)
 RL1560
 RL1560'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1560'THE TOP SECTION OF THE TOWER WITH CLOCK HAS BEEN TEMPORARILY REMOVED
 RL1560'AND PLACED ON THE COURTHOUSE LAWN WHILE THE TOWER IS BEING REBUILT.
 RL1560'THE TOWER TOP WITH CLOCK WILL BE REINSTALLED WHEN THE REBUILDING IS
 RL1560'COMPLETED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1559 ***********************************************************************
 RL1559  DESIGNATION -  CRYSTAL FALLS MUNICIPAL TANK
 RL1559  PID         -  RL1559
 RL1559  STATE/COUNTY-  MI/IRON
 RL1559  COUNTRY     -  US
 RL1559  USGS QUAD   -  CRYSTAL FALLS (2017)
 RL1559
 RL1559                         *CURRENT SURVEY CONTROL
 RL1559  ______________________________________________________________________
 RL1559* NAD 83(1994) POSITION- 46 05 48.93486(N) 088 20 10.42600(W)   ADJUSTED
 RL1559  ______________________________________________________________________
 RL1559  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 RL1559  LAPLACE CORR    -         -9.56  (seconds)                    DEFLEC18
 RL1559  HORZ ORDER      -  THIRD
 RL1559
 RL1559.The horizontal coordinates were established by classical geodetic methods
 RL1559.and adjusted by the National Geodetic Survey in February 1997.
 RL1559
 RL1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1559.GEOID18 height accuracy estimate available here.
 RL1559
 RL1559.Click photographs - Photos may exist for this station.
 RL1559
 RL1559.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1559
 RL1559. The following values were computed from the NAD 83(1994) position.
 RL1559
 RL1559;                    North         East     Units Scale Factor Converg.
 RL1559;SPC MI N     -   146,868.708 7,896,686.523   MT  0.99990822   -0 57 56.9
 RL1559;SPC MI N     -   481,852.72 25,907,764.18   iFT  0.99990822   -0 57 56.9
 RL1559;SPC WI N     -   104,740.241   728,639.588   MT  0.99994611   +1 12 00.7
 RL1559;SPC WI N     -   343,635.27  2,390,545.05   sFT  0.99994611   +1 12 00.7
 RL1559;UTM  16      - 5,105,684.630   396,713.822   MT  0.99973114   -0 57 46.3
 RL1559
 RL1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9671305684(NAD 83)
 RL1559
 RL1559                          SUPERSEDED SURVEY CONTROL
 RL1559
 RL1559  NAD 83(1991)-  46 05 48.93274(N)    088 20 10.42086(W) AD(       ) 3
 RL1559  NAD 83(1986)-  46 05 48.93237(N)    088 20 10.41593(W) AD(       ) 3
 RL1559  NAD 27      -  46 05 49.11100(N)    088 20 09.92600(W) AD(       ) 3
 RL1559
 RL1559.Superseded values are not recommended for survey control.
 RL1559
 RL1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1559.See file dsdata.pdf to determine how the superseded data were derived.
 RL1559
 RL1559_MARKER: 53 = ELEVATED TANK
 RL1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1559+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 RL1559
 RL1559  HISTORY     - Date     Condition        Report By
 RL1559  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1559  HISTORY     - 20020619 GOOD             USPSQD
 RL1559  HISTORY     - 20030925 GOOD             USPSQD
 RL1559
 RL1559                          STATION DESCRIPTION
 RL1559
 RL1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1559'THE STATION IS LOCATED IN TOWN OF CRYSTAL FALLS.  IT IS A
 RL1559'6 LEGGED STEEL STRUCTURE, PAINTED SILVER, AND APPROXIMATELY
 RL1559'125 FEET HIGH.
 RL1559'
 RL1559'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 RL1559'
 RL1559'THE TANK IS LOCATED AT SUPERIOR AVE, AND SEVENTH STREET IN
 RL1559'CRYSTAL FALLS.
 RL1559
 RL1559                          STATION RECOVERY (2002)
 RL1559
 RL1559'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1559'RECOVERED IN GOOD CONDITION.
 RL1559
 RL1559                          STATION RECOVERY (2003)
 RL1559
 RL1559'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1558 ***********************************************************************
 RL1558  DESIGNATION -  CRYSTAL FALLS TOWER
 RL1558  PID         -  RL1558
 RL1558  STATE/COUNTY-  MI/IRON
 RL1558  COUNTRY     -  US
 RL1558  USGS QUAD   -  CRYSTAL FALLS (2017)
 RL1558
 RL1558                         *CURRENT SURVEY CONTROL
 RL1558  ______________________________________________________________________
 RL1558* NAD 83(1994) POSITION- 46 05 37.71866(N) 088 21 50.43179(W)   ADJUSTED
 RL1558* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) VERTCON3
 RL1558  ______________________________________________________________________
 RL1558  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 RL1558  LAPLACE CORR    -         -8.52  (seconds)                    DEFLEC18
 RL1558  HORZ ORDER      -  SECOND
 RL1558
 RL1558.The horizontal coordinates were established by classical geodetic methods
 RL1558.and adjusted by the National Geodetic Survey in February 1997.
 RL1558
 RL1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1558
 RL1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1558.GEOID18 height accuracy estimate available here.
 RL1558
 RL1558.Click photographs - Photos may exist for this station.
 RL1558
 RL1558.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1558
 RL1558. The following values were computed from the NAD 83(1994) position.
 RL1558
 RL1558;                    North         East     Units Scale Factor Converg.
 RL1558;SPC MI N     -   146,559.063 7,894,532.951   MT  0.99990839   -0 59 09.2
 RL1558;SPC MI N     -   480,836.82 25,900,698.66   iFT  0.99990839   -0 59 09.2
 RL1558;SPC WI N     -   104,349.407   726,499.177   MT  0.99994618   +1 10 48.6
 RL1558;SPC WI N     -   342,353.01  2,383,522.72   sFT  0.99994618   +1 10 48.6
 RL1558;UTM  16      - 5,105,374.925   394,560.642   MT  0.99973667   -0 58 58.2
 RL1558
 RL1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1558!SPC MI N     -   0.99992911  x   0.99990839  =   0.99983750
 RL1558!SPC WI N     -   0.99992911  x   0.99994618  =   0.99987529
 RL1558!UTM  16      -   0.99992911  x   0.99973667  =   0.99966580
 RL1558
 RL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9456005374(NAD 83)
 RL1558
 RL1558                          SUPERSEDED SURVEY CONTROL
 RL1558
 RL1558  NAD 83(1991)-  46 05 37.71704(N)    088 21 50.42619(W) AD(       ) 2
 RL1558  NAD 83(1986)-  46 05 37.71606(N)    088 21 50.42418(W) AD(       ) 2
 RL1558  NAD 27      -  46 05 37.89200(N)    088 21 49.94500(W) AD(       ) 2
 RL1558  NGVD 29 (07/19/86)  485.     (m)         1591.     (f) VERT ANG       
 RL1558
 RL1558.Superseded values are not recommended for survey control.
 RL1558
 RL1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1558.See file dsdata.pdf to determine how the superseded data were derived.
 RL1558
 RL1558_MARKER: DB = BENCH MARK DISK
 RL1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1558_STAMPING: 1934 R 1951 CRYSTAL FALLS TOWER
 RL1558_MARK LOGO: USGS
 RL1558_PROJECTION: FLUSH
 RL1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1558+STABILITY: SURFACE MOTION
 RL1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1558+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 RL1558
 RL1558  HISTORY     - Date     Condition        Report By
 RL1558  HISTORY     - 1951     MONUMENTED       USGS
 RL1558  HISTORY     - 1954     GOOD             USGS
 RL1558  HISTORY     - 1975     GOOD             NGS
 RL1558  HISTORY     - 1979     GOOD             MIDH
 RL1558  HISTORY     - 20020619 GOOD             USPSQD
 RL1558  HISTORY     - 20030925 GOOD             USPSQD
 RL1558  HISTORY     - 20060803 GOOD             USPSQD
 RL1558  HISTORY     - 20080830 GOOD             GEOCAC
 RL1558
 RL1558                          STATION DESCRIPTION
 RL1558
 RL1558'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 RL1558'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS
 RL1558'ON THE SOUTH SIDE OF A PAVED ROAD AND ABOUT 0.1 MILE SOUTHEAST
 RL1558'OF U.S. HIGHWAY 2.  IT IS ABOUT 100 FEET HIGH, FOUR LEGGED,
 RL1558'OF STEEL CONSTRUCTION AND HAS A WOODEN LOOKOUT CAGE ON TOP.
 RL1558'THE MARK IS SET IN THE CENTER OF THE BASE OF THE TOWER.  IT
 RL1558'IS A STANDARD USGS BENCH MARK DISK SET FLUSH IN THE CENTER
 RL1558'OF THE TOP OF A FIVE BY FIVE INCH CONCRETE POST THAT PROJECTS
 RL1558'ABOUT 4 INCHES.  THE DISK IS STAMPED CRYSTAL FALLS TOWER
 RL1558'1934 R 1951.  A TRAVERSE CONNECTION WAS MADE FROM
 RL1558'TRIANGULATION STATION CRYSTAL TO THIS MARK AND THE DISTANCE IS
 RL1558'14.980 METERS (49.15 FEET) NORTH.
 RL1558'
 RL1558'TO REACH THE STATION FROM THE IRON COUNTY COURT HOUSE IN CRYSTAL
 RL1558'FALLS, GO NORTH FOR 1 BLOCK TO U.S. HIGHWAYS 141 AND 2, TURN
 RL1558'LEFT ONTO THE U.S. HIGHWAYS AND GO WEST FOR 1.1 MILES TO WHERE
 RL1558'U.S. HIGHWAY 141 TURNS NORTH, CONTINUE ON U.S. HIGHWAY 2
 RL1558'FOR 0.55 MILE TO A REVERSE FORK, TURN SHARP LEFT AND GO EAST
 RL1558'ON A PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RL1558
 RL1558                          STATION RECOVERY (1975)
 RL1558
 RL1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1558'THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER, A DIFFERENCE
 RL1558'OF 0.018 METER SHORTER IN THE TRAVERSE DISTANCE TO TRIANGULATION
 RL1558'STATION CRYSTAL 1954 1975 AND 2 MINUTES LARGER IN DIRECTION WAS
 RL1558'NOTED AND VERIFIED AT THIS TIME.
 RL1558'
 RL1558'THE STATION IS ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND ON LAND
 RL1558'OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED, MR. FRED
 RL1558'SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1558'
 RL1558'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED CRYSTAL
 RL1558'FALLS TOWER 1934 R 1951, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 RL1558'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST
 RL1558'OF A METAL WITNESS POST AND UNDER THE CENTER OF THE LOOKOUT TOWER.
 RL1558'
 RL1558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 141
 RL1558'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1558'FOR 0.55 MILE TO A REVERSE FORK.  TURN SHARP LEFT AND GO EASTERLY ON
 RL1558'A SURFACED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER AND THE
 RL1558'STATION.
 RL1558'
 RL1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 RL1558'OF CRYSTAL FALLS.
 RL1558
 RL1558                          STATION RECOVERY (1979)
 RL1558
 RL1558'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979 (BRT)
 RL1558'CRYSTAL FALLS TOWER 1934 R 1951 RECOVERED GOOD.
 RL1558'
 RL1558'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST OF
 RL1558'CRYSTAL FALLS.
 RL1558
 RL1558                          STATION RECOVERY (2002)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1558'RECOVERED IN GOOD CONDITION.
 RL1558
 RL1558                          STATION RECOVERY (2003)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1558'RECOVERED IN GOOD CONDITION.
 RL1558
 RL1558                          STATION RECOVERY (2006)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1558'RECOVERED IN GOOD CONDITION.
 RL1558
 RL1558                          STATION RECOVERY (2008)
 RL1558
 RL1558'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 RL1558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0589 ***********************************************************************
 PL0589  DESIGNATION -  CRYSTAL MTN RESORT
 PL0589  PID         -  PL0589
 PL0589  STATE/COUNTY-  MI/BENZIE
 PL0589  COUNTRY     -  US
 PL0589  USGS QUAD   -  THOMPSONVILLE (2017)
 PL0589
 PL0589                         *CURRENT SURVEY CONTROL
 PL0589  ______________________________________________________________________
 PL0589* NAD 83(2011) POSITION- 44 31 14.97453(N) 085 59 26.66851(W)   ADJUSTED
 PL0589* NAD 83(2011) ELLIP HT-   207.369 (meters)        (06/27/12)   ADJUSTED
 PL0589* NAD 83(2011) EPOCH   -  2010.00
 PL0589* NAVD 88 ORTHO HEIGHT -   242.3   (meters)      795.    (feet) GPS OBS
 PL0589  ______________________________________________________________________
 PL0589  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PL0589  GEOID HEIGHT    -        -34.550 (meters)                     GEOID90
 PL0589  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 PL0589  NAD 83(2011) X  -    318,491.349 (meters)                     COMP
 PL0589  NAD 83(2011) Y  - -4,544,085.981 (meters)                     COMP
 PL0589  NAD 83(2011) Z  -  4,449,683.942 (meters)                     COMP
 PL0589  LAPLACE CORR    -          3.46  (seconds)                    DEFLEC18
 PL0589
 PL0589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0589  Standards:
 PL0589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0589  -------------------------------------------------------------------
 PL0589  NETWORK    3.48   6.12           1.62   1.13   3.12      0.01840918
 PL0589  -------------------------------------------------------------------
 PL0589  Click here for local accuracies and other accuracy information.
 PL0589
 PL0589.The horizontal coordinates were established by GPS observations
 PL0589.and adjusted by the National Geodetic Survey in June 2012.
 PL0589
 PL0589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0589.been affixed to the stable North American tectonic plate. See 
 PL0589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0589
 PL0589.The horizontal coordinates are valid at the epoch date displayed above
 PL0589.which is a decimal equivalence of Year/Month/Day.
 PL0589
 PL0589.The orthometric height was determined by GPS observations and a
 PL0589.high-resolution geoid model.
 PL0589
 PL0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0589.GEOID18 height accuracy estimate available here.
 PL0589
 PL0589.Click photographs - Photos may exist for this station.
 PL0589
 PL0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0589
 PL0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0589
 PL0589.The ellipsoidal height was determined by GPS observations
 PL0589.and is referenced to NAD 83.
 PL0589
 PL0589. The following values were computed from the NAD 83(2011) position.
 PL0589
 PL0589;                    North         East     Units Scale Factor Converg.
 PL0589;SPC MI C     -   135,099.443 5,870,900.455   MT  0.99993974   -1 08 50.1
 PL0589;SPC MI C     -   443,239.64 19,261,484.43   iFT  0.99993974   -1 08 50.1
 PL0589;UTM  16      - 4,930,217.848   580,205.309   MT  0.99967911   +0 42 27.7
 PL0589
 PL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0589!SPC MI C     -   0.99996749  x   0.99993974  =   0.99990723
 PL0589!UTM  16      -   0.99996749  x   0.99967911  =   0.99964661
 PL0589
 PL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8020530217(NAD 83)
 PL0589
 PL0589                          SUPERSEDED SURVEY CONTROL
 PL0589
 PL0589  NAD 83(2007)-  44 31 14.97439(N)    085 59 26.67060(W) AD(2002.00) 0
 PL0589  ELLIP H (02/10/07)  207.371  (m)                       GP(2002.00)    
 PL0589  ELLIP H (07/17/02)  207.351  (m)                       GP(       ) 4 1
 PL0589  NAD 83(1994)-  44 31 14.97304(N)    085 59 26.66972(W) AD(       ) 1
 PL0589  ELLIP H (02/03/97)  207.385  (m)                       GP(       ) 4 1
 PL0589  NAD 83(1986)-  44 31 14.97471(N)    085 59 26.67256(W) AD(       ) 1
 PL0589
 PL0589.Superseded values are not recommended for survey control.
 PL0589
 PL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0589.See file dsdata.pdf to determine how the superseded data were derived.
 PL0589
 PL0589_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0589_STAMPING: CRYSTAL MTN RESORT 1992
 PL0589_MARK LOGO: NGS
 PL0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0589+STABILITY: SURFACE MOTION
 PL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0589+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0589
 PL0589  HISTORY     - Date     Condition        Report By
 PL0589  HISTORY     - 1992     MONUMENTED       NGS
 PL0589  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PL0589
 PL0589                          STATION DESCRIPTION
 PL0589
 PL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PL0589'STATION IS LOCATED IN QUAD. 440861.  IT IS IN SECTION 34, T-25-N,
 PL0589'R-14-W, SPRINGDALE TOWNSHIP, AND ON THE THOMPSONVILLE QUADRANGLE MAP.
 PL0589'IT IS ABOUT 1-1/2 MILES WEST FROM THOMPSONVILLE, 15 MILES (24.1 KM)
 PL0589'SOUTHEAST FROM FRANKFORT, 15 MILES (24.1 KM) NORTHWEST FROM MESICK AND
 PL0589'ABOUT 25 MILES (40.2 KM) SOUTHWEST FROM TRAVERSE CITY ON PROPERTY OF
 PL0589'THE CRYSTAL MOUNTAIN RESORT.
 PL0589'STATION IS LOCATED ON THE GROUNDS OF THE CRYSTAL MOUNTAIN RESORT, JUST
 PL0589'NORTHWEST OF THE SKI PATROL BUILDING LOCATED AT THE BASE OF THE
 PL0589'EASTERN MOST SKI SLOPE AND SOUTHEAST FROM THE MAIN REGISTRATION
 PL0589'OFFICE FOR RESORT.
 PL0589'STATION IS 114.0 FEET (34.7 M) EAST FROM THE FIRST METAL ROLLER POLE
 PL0589'FOR THE SKI LIFT, 96.2 FEET (29.3 M) NORTHWEST FROM THE MAIN ENTRANCE
 PL0589'DOOR TO THE SKI PATROL BUILDING, 85.0 FEET (25.9 M) WEST-NORTHWEST
 PL0589'FROM THE NORTHWEST CORNER OF SKI PATROL BUILDING, 69.6 FEET (21.2 M)
 PL0589'NORTHWEST FROM A METAL FLAG POLE SETTING IN FRONT OF SKI PATROL
 PL0589'BUILDING, 48.5 FEET (14.8 M) SOUTH FROM THE SOUTHEAST CORNER OF A
 PL0589'SMALL BUILDING KNOWN AS THE RACE SHACK, 47.5 FEET (14.5 M) SOUTH FROM
 PL0589'A UTILITY POLE HOLDING NIGHT LIGHTS, 47.3 FEET (14.4 M) SOUTH FROM A
 PL0589'CARSONITE WITNESS POST, 33.0 FEET (10.1 M) NORTHWEST FROM THE CENTER
 PL0589'OF THE TRACK ROAD IN FRONT OF THE SKI PATROL BUILDING AND 12.6 FEET
 PL0589'(3.8 M) NORTHEAST FROM AN ODD SHAPED SLAB OF CONCRETE WHICH IS FLUSH
 PL0589'WITH GROUND.
 PL0589
 PL0589                          STATION RECOVERY (1996)
 PL0589
 PL0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1556 ***********************************************************************
 RL1556  DESIGNATION -  CRYSTAL RESET
 RL1556  PID         -  RL1556
 RL1556  STATE/COUNTY-  MI/IRON
 RL1556  COUNTRY     -  US
 RL1556  USGS QUAD   -  CRYSTAL FALLS (2017)
 RL1556
 RL1556                         *CURRENT SURVEY CONTROL
 RL1556  ______________________________________________________________________
 RL1556* NAD 83(1994) POSITION- 46 05 37.40404(N) 088 21 50.96154(W)   ADJUSTED
 RL1556* NAVD 88 ORTHO HEIGHT -   484.4   (meters)     1589.    (feet) VERTCON3
 RL1556  ______________________________________________________________________
 RL1556  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 RL1556  LAPLACE CORR    -         -8.52  (seconds)                    DEFLEC18
 RL1556  HORZ ORDER      -  FIRST
 RL1556
 RL1556.The horizontal coordinates were established by classical geodetic methods
 RL1556.and adjusted by the National Geodetic Survey in February 1997.
 RL1556
 RL1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1556
 RL1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1556.GEOID18 height accuracy estimate available here.
 RL1556
 RL1556.Click photographs - Photos may exist for this station.
 RL1556
 RL1556.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1556
 RL1556. The following values were computed from the NAD 83(1994) position.
 RL1556
 RL1556;                    North         East     Units Scale Factor Converg.
 RL1556;SPC MI N     -   146,549.546 7,894,521.407   MT  0.99990840   -0 59 09.6
 RL1556;SPC MI N     -   480,805.60 25,900,660.78   iFT  0.99990840   -0 59 09.6
 RL1556;SPC WI N     -   104,339.461   726,488.000   MT  0.99994618   +1 10 48.2
 RL1556;SPC WI N     -   342,320.38  2,383,486.05   sFT  0.99994618   +1 10 48.2
 RL1556;UTM  16      - 5,105,365.410   394,549.100   MT  0.99973670   -0 58 58.6
 RL1556
 RL1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1556!SPC MI N     -   0.99992920  x   0.99990840  =   0.99983761
 RL1556!SPC WI N     -   0.99992920  x   0.99994618  =   0.99987538
 RL1556!UTM  16      -   0.99992920  x   0.99973670  =   0.99966592
 RL1556
 RL1556:                Primary Azimuth Mark                     Grid Az
 RL1556:SPC MI N     -  CRYSTAL AZ MK                            274 39 06.2
 RL1556:SPC WI N     -  CRYSTAL AZ MK                            272 29 08.4
 RL1556:UTM  16      -  CRYSTAL AZ MK                            274 38 55.2
 RL1556
 RL1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9454905365(NAD 83)
 RL1556
 RL1556|---------------------------------------------------------------------|
 RL1556| PID    Reference Object                     Distance      Geod. Az  |
 RL1556|                                                           dddmmss.s |
 RL1556| RL1558 CRYSTAL FALLS TOWER                  14.962 METERS 04931     |
 RL1556| CJ7863 CRYSTAL RM 1                         25.427 METERS 09823     |
 RL1556| RL1557 CRYSTAL FALLS DEPT CONSER MAST      323.506 METERS 17238     |
 RL1556| CJ7862 CRYSTAL AZ MK                                      2733956.6 |
 RL1556|---------------------------------------------------------------------|
 RL1556
 RL1556                          SUPERSEDED SURVEY CONTROL
 RL1556
 RL1556  NAD 83(1991)-  46 05 37.40223(N)    088 21 50.95626(W) AD(       ) 1
 RL1556  NAD 83(1986)-  46 05 37.40125(N)    088 21 50.95425(W) AD(       ) 1
 RL1556  NAD 27      -  46 05 37.57700(N)    088 21 50.47500(W) AD(       ) 1
 RL1556  NGVD 29 (07/19/86)  484.4    (m)         1589.     (f) VERT ANG       
 RL1556
 RL1556.Superseded values are not recommended for survey control.
 RL1556
 RL1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1556.See file dsdata.pdf to determine how the superseded data were derived.
 RL1556
 RL1556_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1556_STAMPING: CRYSTAL 1954 1975
 RL1556_MARK LOGO: NGS
 RL1556_PROJECTION: FLUSH
 RL1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1556+STABILITY: SURFACE MOTION
 RL1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1556+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 RL1556
 RL1556  HISTORY     - Date     Condition        Report By
 RL1556  HISTORY     - 1954     MONUMENTED       CGS
 RL1556  HISTORY     - 1954     GOOD             CGS
 RL1556  HISTORY     - 1975     GOOD             NGS
 RL1556  HISTORY     - 1979     GOOD             MIDH
 RL1556  HISTORY     - 1984     GOOD             MIDH
 RL1556  HISTORY     - 19880714 GOOD             NGS
 RL1556  HISTORY     - 19930429 GOOD             LOCENG
 RL1556  HISTORY     - 20020619 GOOD             USPSQD
 RL1556  HISTORY     - 20030925 GOOD             USPSQD
 RL1556  HISTORY     - 20060803 GOOD             USPSQD
 RL1556  HISTORY     - 20080830 GOOD             GEOCAC
 RL1556
 RL1556                          STATION DESCRIPTION
 RL1556
 RL1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL
 RL1556'FALLS AT THE CRYSTAL FALLS FOREST SERVICE LOOKOUT TOWER.  IT
 RL1556'IS 120 FEET SOUTH OF A PAVED ROAD, 35 FEET SOUTHWEST OF THE
 RL1556'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 8 FEET NORTHWEST OF A
 RL1556'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 RL1556'DISK IS STAMPED CRYSTAL 1954.
 RL1556'
 RL1556'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE SOUTHEAST
 RL1556'LEG OF THE LOOKOUT TOWER AND 36 FEET EAST OF THE CENTER OF
 RL1556'A WOODS ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RL1556'STAMPED CRYSTAL NO 1 1954.
 RL1556'
 RL1556'CRYSTAL FALLS TOWER (USGS) IS LOCATED AT THE CENTER OF THE BASE
 RL1556'OF THE CRYSTAL FALLS FOREST SERVICE LOOKOUT TOWER.  A STANDARD
 RL1556'USGS BENCH MARK DISK IS SET IN THE CENTER OF THE TOP OF A
 RL1556'CONCRETE POST THAT IS FIVE INCHES SQUARE AND PROJECTS 5 INCHES.
 RL1556'THE DISK IS STAMPED CRYSTAL FALLS TOWER 1934 R 1951.  A
 RL1556'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 RL1556'STATION CRYSTAL AND THE DISTANCE AND DIRECTION ARE SHOWN
 RL1556'ABOVE.
 RL1556'
 RL1556'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 RL1556'2, 9 FEET WEST OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTHEAST
 RL1556'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 RL1556'AND THE DISK IS STAMPED CRYSTAL 1954.
 RL1556'
 RL1556'TO REACH THE STATION FROM THE IRON COUNTY COURT HOUSE IN CRYSTAL
 RL1556'FALLS, GO NORTH FOR 1 BLOCK TO U.S. HIGHWAY 2, TURN LEFT ONTO
 RL1556'U.S. HIGHWAYS 141 AND 2 AND GO WESTERLY FOR 1.1 MILES TO
 RL1556'WHERE U.S. HIGHWAY 141 TURNS NORTH, CONTINUE WESTERLY ON U.S.
 RL1556'HIGHWAY 2 FOR 0.55 MILE TO A REVERSE FORK, (THE AZIMUTH MARK
 RL1556'IS 0.4 MILE WEST OF THIS FORK ON THE NORTH SIDE OF U.S. HIGHWAY
 RL1556'2) TURN SHARP LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MILE
 RL1556'TO THE STATION ON THE RIGHT BY THE FOREST SERVICE LOOKOUT
 RL1556'TOWER AS DESCRIBED.
 RL1556'
 RL1556'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1556
 RL1556                          STATION RECOVERY (1954)
 RL1556
 RL1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RL1556'RECOVERED IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (1975)
 RL1556
 RL1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1556'THE AZIMUTH MARK IS NO LONGER VISIBLE AND WAS NOT CHECKED.
 RL1556'
 RL1556'NO MEASUREMENT BETWEEN THE RMS DUE TO BRUSH ON LINE.
 RL1556'
 RL1556'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND THE USGS MARK
 RL1556'WERE RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER, THE SURFACE
 RL1556'STATION DISK WAS FOUND TO BE LEANING AND A NEW SURFACE DISK
 RL1556'ESTABLISHED HOLDING THE 1954 ORIGINAL POSITION.  THE HORIZONTAL
 RL1556'DIRECTION TO THE USGS MARK WAS IN DIFFERENCE OF 1 MINUTE AND 59.8
 RL1556'SECONDS LARGER, DISTANCE CHECKED ADEQUATELY.  THE HORIZONTAL
 RL1556'DIRECTION AND THE DISTANCE TO REFERENCE MARK 1 CHECKED
 RL1556'ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 RL1556'
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND
 RL1556'ON LAND OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED,
 RL1556'MR. FRED SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1556'
 RL1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 141
 RL1556'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.55 MILE TO A REVERSE FORK.  (CONTINUE WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN SHARP LEFT
 RL1556'AND GO EASTERLY ON A SURFACED ROAD FOR 0.1 MILE TO A LOOKOUT
 RL1556'TOWER AND THE STATION ON THE RIGHT.
 RL1556'
 RL1556'STATION MARKS ARE STANDARD DISKS STAMPED CRYSTAL 1954 1975.  THE
 RL1556'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1556'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 RL1556'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 12 FEET NORTH OF
 RL1556'A 10-INCH OAK TREE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RL1556'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1556'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 RL1556'
 RL1556'REFERENCE MARK 1, A STANDARD DISK STAMPED CRYSTAL NO 1 1954, IS SET
 RL1556'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RL1556'THE GROUND SURFACE.  IT IS 16 FEET WEST OF THE CENTER OF A TRACK
 RL1556'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 RL1556'
 RL1556'AZIMUTH MARK, A STANDARD DISK STAMPED CRYSTAL 1954, IS SET IN THE
 RL1556'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 RL1556'ABOVE THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTERLINE OF
 RL1556'U.S. HIGHWAY 2 AND 12 FEET WEST OF THE CENTER OF A DRIVEWAY.
 RL1556'
 RL1556'THE USGS MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 RL1556'STAMPED CRYSTAL FALLS TOWER 1934 R 1951, IS SET IN THE TOP OF A
 RL1556'4-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1556'SURFACE.  IT IS 2 FEET EAST OF A METAL WITNESS POST AND IN THE
 RL1556'CENTER OF THE LOOKOUT TOWER.
 RL1556'
 RL1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 RL1556'OF CRYSTAL FALLS.
 RL1556'
 RL1556'HEIGHT OF LIGHT ABOVE STATION MARK 99.9 FEET.
 RL1556
 RL1556                          STATION RECOVERY (1979)
 RL1556
 RL1556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979 (BRT)
 RL1556'CRYSTAL 1954 1975 RECOVERED GOOD.
 RL1556'
 RL1556'BOTH REFERENCE MARKS IN GOOD CONDITION.
 RL1556'
 RL1556'AZIMUTH MARK IN GOOD CONDITION.
 RL1556'
 RL1556'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST OF
 RL1556'CRYSTAL FALLS, MI.
 RL1556
 RL1556                          STATION RECOVERY (1984)
 RL1556
 RL1556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1984 (BRT)
 RL1556'CRYSTAL 1954 1975 RECOVERED GOOD.
 RL1556'
 RL1556'THE STATION, REFERENCE MARK NO 1, REFERENCE MARK NO 2 (CRYSTAL FALLS
 RL1556'TOWER 1934-1951 USGS), AND THE AZIMUTH MARK WERE
 RL1556'RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION AND TO REACH THE
 RL1556'STATION IS ADEQUATE.
 RL1556
 RL1556                          STATION RECOVERY (1988)
 RL1556
 RL1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND
 RL1556'ON LAND OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED,
 RL1556'MR. FRED SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 141
 RL1556'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.55 MILE TO A REVERSE FORK.  (CONTINUE WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN SHARP LEFT
 RL1556'AND GO EASTERLY ON A SURFACED ROAD FOR 0.1 MILE TO A LOOKOUT
 RL1556'TOWER AND THE STATION ON THE RIGHT.
 RL1556'STATION MARKS ARE STANDARD DISKS STAMPED CRYSTAL 1954 1975.  THE
 RL1556'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1556'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 RL1556'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 12 FEET NORTH OF
 RL1556'A 10-INCH OAK TREE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RL1556'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1556'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 RL1556
 RL1556                          STATION RECOVERY (1993)
 RL1556
 RL1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 RL1556'RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED IN HARDWOOD TIMBER, VALID
 RL1556'AS A GPS STATIONS IN A LEAFE - OFF CONDITION ONLY.
 RL1556
 RL1556                          STATION RECOVERY (2002)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1556'RECOVERED IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (2003)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1556'RM 1 ALSO FOUND IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (2006)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1556'CRYSTAL RM 1 ALSO FOUND IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (2008)
 RL1556
 RL1556'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 RL1556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0212 ***********************************************************************
 OJ0212  DESIGNATION -  CUL
 OJ0212  PID         -  OJ0212
 OJ0212  STATE/COUNTY-  MI/HURON
 OJ0212  COUNTRY     -  US
 OJ0212  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0212
 OJ0212                         *CURRENT SURVEY CONTROL
 OJ0212  ______________________________________________________________________
 OJ0212* NAD 83(1986) POSITION- 43 48 15.     (N) 082 37 53.     (W)   SCALED
 OJ0212* NAVD 88 ORTHO HEIGHT -   186.122 (meters)      610.64  (feet) ADJUSTED
 OJ0212  ______________________________________________________________________
 OJ0212  GEOID HEIGHT    -        -35.151 (meters)                     GEOID18
 OJ0212  DYNAMIC HEIGHT  -        186.090 (meters)      610.53  (feet) COMP
 OJ0212  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 OJ0212
 OJ0212  VERT ORDER      -  FIRST     CLASS 0
 OJ0212
 OJ0212.The horizontal coordinates were scaled from a map and have
 OJ0212.an estimated accuracy of +/- 6 seconds.
 OJ0212
 OJ0212.The orthometric height was determined by differential leveling and
 OJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0212.in June 1991.
 OJ0212
 OJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0212.GEOID18 height accuracy estimate available here.
 OJ0212
 OJ0212.Click photographs - Photos may exist for this station.
 OJ0212
 OJ0212.The dynamic height is computed by dividing the NAVD 88
 OJ0212.geopotential number by the normal gravity value computed on the
 OJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0212.degrees latitude (g = 980.6199 gals.).
 OJ0212
 OJ0212.The modeled gravity was interpolated from observed gravity values.
 OJ0212
 OJ0212;                    North         East    Units  Estimated Accuracy
 OJ0212;SPC MI S     -   257,400.    4,139,630.      MT  (+/- 180 meters Scaled)
 OJ0212
 OJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ687514(NAD 83)
 OJ0212
 OJ0212                          SUPERSEDED SURVEY CONTROL
 OJ0212
 OJ0212  NGVD 29 (11/26/84)  186.230  (m)          610.99   (f) ADJUSTED    1 0
 OJ0212
 OJ0212.Superseded values are not recommended for survey control.
 OJ0212
 OJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0212
 OJ0212_MARKER: I = METAL ROD
 OJ0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0212_SP_SET: CULVERT
 OJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0212+STABILITY: SURFACE MOTION
 OJ0212
 OJ0212  HISTORY     - Date     Condition        Report By
 OJ0212  HISTORY     - 1970     MONUMENTED       USLS
 OJ0212  HISTORY     - 1970     GOOD             USLS
 OJ0212  HISTORY     - 1980     GOOD             NGS
 OJ0212  HISTORY     - 19991211 GOOD             USPSQD
 OJ0212
 OJ0212                          STATION DESCRIPTION
 OJ0212
 OJ0212'DESCRIBED BY US LAKE SURVEY 1970
 OJ0212'3.1 MI S FROM HARBOR BEACH.
 OJ0212'CUL IS IN HURON COUNTY, MICHIGAN, ABOUT 3.1 MILES SOUTH ON
 OJ0212'U.S. 25 OF THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD
 OJ0212'(U.S. 25) IN HARBOR BEACH, ACROSS THE HIGHWAY FROM RESIDENCE
 OJ0212'1595, 25 FEET WEST OF CENTERLINE OF U.S. 25, 3.7 FEET SOUTHWEST
 OJ0212'OF AN 8-INCH DIAMETER WHITE GUARD POST, 0.9 FEET SOUTH OF THE
 OJ0212'NORTH FACE AND 0.4 FEET EAST OF THE WEST FACE OF A CONCRETE
 OJ0212'CULVERT, BEING HIGHEST POINT ON TOP OF A 5/8-INCH HEXAGONAL BRASS
 OJ0212'ROD SET INTO THE CONCRETE.  BM CUL 1970
 OJ0212
 OJ0212                          STATION RECOVERY (1980)
 OJ0212
 OJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0212'4.9 KILOMETERS (3.05 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0212'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, ACROSS THE HIGHWAY
 OJ0212'FROM HOUSE NUMBER 1597, SET IN THE NORTH END OF A CULVERT. 7.7
 OJ0212'METERS (25.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.3 METER
 OJ0212'(0.9 FOOT) SOUTH OF THE NORTH END OF THE CULVERT.
 OJ0212'THE MARK IS 0.5 M BELOW HIGHWAY.
 OJ0212
 OJ0212                          STATION RECOVERY (1999)
 OJ0212
 OJ0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1159 ***********************************************************************
 RJ1159  DESIGNATION -  CULHANE
 RJ1159  PID         -  RJ1159
 RJ1159  STATE/COUNTY-  MI/CHIPPEWA
 RJ1159  COUNTRY     -  US
 RJ1159  USGS QUAD   -  TIMBERLOST (2017)
 RJ1159
 RJ1159                         *CURRENT SURVEY CONTROL
 RJ1159  ______________________________________________________________________
 RJ1159* NAD 83(1994) POSITION- 46 32 34.04069(N) 085 11 49.69570(W)   ADJUSTED
 RJ1159* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 RJ1159  ______________________________________________________________________
 RJ1159  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 RJ1159  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 RJ1159  HORZ ORDER      -  SECOND
 RJ1159
 RJ1159.The horizontal coordinates were established by classical geodetic methods
 RJ1159.and adjusted by the National Geodetic Survey in February 1997.
 RJ1159
 RJ1159.The orthometric height was scaled from a topographic map.
 RJ1159
 RJ1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1159.GEOID18 height accuracy estimate available here.
 RJ1159
 RJ1159.Click photographs - Photos may exist for this station.
 RJ1159
 RJ1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1159
 RJ1159. The following values were computed from the NAD 83(1994) position.
 RJ1159
 RJ1159;                    North         East     Units Scale Factor Converg.
 RJ1159;SPC MI N     -   197,126.568 8,138,259.820   MT  0.99991291   +1 18 11.1
 RJ1159;SPC MI N     -   646,740.71 26,700,327.49   iFT  0.99991291   +1 18 11.1
 RJ1159;UTM  16      - 5,155,936.817   638,227.272   MT  0.99983486   +1 18 32.0
 RJ1159
 RJ1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1159!SPC MI N     -   0.99995956  x   0.99991291  =   0.99987247
 RJ1159!UTM  16      -   0.99995956  x   0.99983486  =   0.99979442
 RJ1159
 RJ1159:                Primary Azimuth Mark                     Grid Az
 RJ1159:SPC MI N     -  ECKER                                    132 11 35.3
 RJ1159:UTM  16      -  ECKER                                    132 11 14.4
 RJ1159
 RJ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3822755936(NAD 83)
 RJ1159
 RJ1159|---------------------------------------------------------------------|
 RJ1159| PID    Reference Object                     Distance      Geod. Az  |
 RJ1159|                                                           dddmmss.s |
 RJ1159| CH1028 CULHANE RM 1                         25.219 METERS 01952     |
 RJ1159| RJ1167 ECKER                               APPROX. 8.1 KM 1332946.4 |
 RJ1159| CH1029 CULHANE RM 2                         30.410 METERS 30440     |
 RJ1159|---------------------------------------------------------------------|
 RJ1159
 RJ1159                          SUPERSEDED SURVEY CONTROL
 RJ1159
 RJ1159  NAD 83(1986)-  46 32 34.03435(N)    085 11 49.69276(W) AD(       ) 2
 RJ1159  NAD 27      -  46 32 33.97766(N)    085 11 49.32307(W) AD(       ) 2
 RJ1159
 RJ1159.Superseded values are not recommended for survey control.
 RJ1159
 RJ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1159.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1159
 RJ1159_MARKER: DS = TRIANGULATION STATION DISK
 RJ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1159_STAMPING: CULHANE 1965
 RJ1159_MARK LOGO: CGS
 RJ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1159+STABILITY: SURFACE MOTION
 RJ1159
 RJ1159  HISTORY     - Date     Condition        Report By
 RJ1159  HISTORY     - 1965     MONUMENTED       CGS
 RJ1159
 RJ1159                          STATION DESCRIPTION
 RJ1159
 RJ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1159'STATION IS ABOUT 14 MILES NORTHWEST OF ECKERMAN, 9 MILES SOUTHWEST OF
 RJ1159'PARADISE AND ON THE PROPERTY OF CONNERS LUMBER AND LAND COMPANY.
 RJ1159'
 RJ1159'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SMALL TOWN OF
 RJ1159'ECKERMAN, GO NORTHERLY ON STATE HIGHWAY 123 FOR 8.75 MILES TO A SIDE
 RJ1159'ROAD LEFT. TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.3 MILE
 RJ1159'TO A CROSSROAD.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR 1.15
 RJ1159'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON A
 RJ1159'GRADED SAND ROAD FOR 0.75 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 RJ1159'NORTHWESTERLY ON A SAND ROAD FOR 3.3 MILES TO A FORK, TAKE THE RIGHT
 RJ1159'FORK AND GO NORTHERLY ON A SAND ROAD FOR 1.3 MILES TO A FORK.  TAKE
 RJ1159'THE LEFT FORK AND CONTINUE NORTHERLY ON THE SAND ROAD FOR 2.3 MILES TO
 RJ1159'A DIM SIDE ROAD LEFT AND THE MAIN ROAD CURVES SHARP RIGHT, EAST.
 RJ1159'CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD
 RJ1159'LEFT. CONTINUE EAST ON A NARROW SAND ROAD FOR 0.4 MILE TO A BLADED
 RJ1159'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE BLADED ROAD FOR 0.05
 RJ1159'MILE TO THE STATION ON THE RIGHT.
 RJ1159'
 RJ1159'STATION MARKS ARE STANDARD DISKS STAMPED CULHANE 1965.  THE SURFACE
 RJ1159'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RJ1159'IS 6.5 FEET SOUTHEAST OF A METAL WITNESS POST, WEST OF A 24 INCH MAPLE
 RJ1159'TREE, 26 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 43 FEET
 RJ1159'SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED BIRCH TREE.  THE UNDERGROUND
 RJ1159'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 RJ1159'SURFACE OF THE GROUND.
 RJ1159'
 RJ1159'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CULHANE NO 1 1965, IS
 RJ1159'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.7
 RJ1159'FEET SOUTHWEST OF A METAL WITNESS POST, 17 FEET NORTHEAST OF A 16 INCH
 RJ1159'MAPLE TREE AND 57 FEET NORTH OF THE CENTER OF THE BLADED ROAD.
 RJ1159'
 RJ1159'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CULHANE NO 2 1965, IS
 RJ1159'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2
 RJ1159'FEET SOUTHWEST OF A METAL WITNESS POST, 20 FEET SOUTH OF THE CENTER OF
 RJ1159'THE BLADED ROAD AND 56 FEET WEST OF THE TRIANGULAR BLAZED BIRCH TREE.
 RJ1159'
 RJ1159'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1159'
 RJ1159'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0207 ***********************************************************************
 RJ0207  DESIGNATION -  CULVERT
 RJ0207  PID         -  RJ0207
 RJ0207  STATE/COUNTY-  MI/CHIPPEWA
 RJ0207  COUNTRY     -  US
 RJ0207  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0207
 RJ0207                         *CURRENT SURVEY CONTROL
 RJ0207  ______________________________________________________________________
 RJ0207* NAD 83(1986) POSITION- 46 18 32.     (N) 084 05 03.     (W)   SCALED
 RJ0207* NAVD 88 ORTHO HEIGHT -   178.620 (meters)      586.02  (feet) ADJUSTED
 RJ0207  ______________________________________________________________________
 RJ0207  GEOID HEIGHT    -        -36.622 (meters)                     GEOID18
 RJ0207  DYNAMIC HEIGHT  -        178.629 (meters)      586.05  (feet) COMP
 RJ0207  MODELED GRAVITY -    980,662.1   (mgal)                       NAVD 88
 RJ0207
 RJ0207  VERT ORDER      -  FIRST     CLASS I
 RJ0207
 RJ0207.The horizontal coordinates were scaled from a map and have
 RJ0207.an estimated accuracy of +/- 6 seconds.
 RJ0207
 RJ0207.The orthometric height was determined by differential leveling and
 RJ0207.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0207.in June 1991.
 RJ0207
 RJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0207.GEOID18 height accuracy estimate available here.
 RJ0207
 RJ0207.Click photographs - Photos may exist for this station.
 RJ0207
 RJ0207.The dynamic height is computed by dividing the NAVD 88
 RJ0207.geopotential number by the normal gravity value computed on the
 RJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0207.degrees latitude (g = 980.6199 gals.).
 RJ0207
 RJ0207.The modeled gravity was interpolated from observed gravity values.
 RJ0207
 RJ0207;                    North         East    Units  Estimated Accuracy
 RJ0207;SPC MI N     -   173,690.    8,224,540.      MT  (+/- 180 meters Scaled)
 RJ0207
 RJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS245325(NAD 83)
 RJ0207
 RJ0207                          SUPERSEDED SURVEY CONTROL
 RJ0207
 RJ0207  NGVD 29 (??/??/92)  178.603  (m)          585.97   (f) ADJ UNCH    1 1
 RJ0207
 RJ0207.Superseded values are not recommended for survey control.
 RJ0207
 RJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0207
 RJ0207_MARKER: B = BOLT
 RJ0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0207_SP_SET: CULVERT
 RJ0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0207
 RJ0207  HISTORY     - Date     Condition        Report By
 RJ0207  HISTORY     - 1969     MONUMENTED       NONE
 RJ0207  HISTORY     - 1969     GOOD             USLS
 RJ0207
 RJ0207                          STATION DESCRIPTION
 RJ0207
 RJ0207'DESCRIBED BY US LAKE SURVEY 1969
 RJ0207'AT ST JOSEPH ISLAND.
 RJ0207'CULVERT IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0207'FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO INTERSECTION
 RJ0207'OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5 MILES TO
 RJ0207'INTERSECTION OF D LINE ROAD, CONTINUE SOUTHWEST 2.5 MILES TO
 RJ0207'INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHEAST 1.3 MILES
 RJ0207'TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST 1.3 MILES
 RJ0207'TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST TO
 RJ0207'T-INTERSECTION, TURN LEFT, GO 0.9 MILE NORTHERLY TO Y-INTERSECTION
 RJ0207'AND VICINITY OF MARK, 39.3 FEET SOUTHWEST OF UTILITY POLE NO.
 RJ0207'C-1-49, 12 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROD, AT NORTH
 RJ0207'END OF CONCRETE CULVERT, 2 FEET ABOVE THE GROUND SURFACE, BEING
 RJ0207'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BOLT SET INTO THE
 RJ0207'TOP OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0214 ***********************************************************************
 OJ0214  DESIGNATION -  CULVERT
 OJ0214  PID         -  OJ0214
 OJ0214  STATE/COUNTY-  MI/HURON
 OJ0214  COUNTRY     -  US
 OJ0214  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0214
 OJ0214                         *CURRENT SURVEY CONTROL
 OJ0214  ______________________________________________________________________
 OJ0214* NAD 83(1986) POSITION- 43 49 54.     (N) 082 38 46.     (W)   SCALED
 OJ0214* NAVD 88 ORTHO HEIGHT -   185.213 (meters)      607.65  (feet) ADJUSTED
 OJ0214  ______________________________________________________________________
 OJ0214  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 OJ0214  DYNAMIC HEIGHT  -        185.182 (meters)      607.55  (feet) COMP
 OJ0214  MODELED GRAVITY -    980,447.5   (mgal)                       NAVD 88
 OJ0214
 OJ0214  VERT ORDER      -  FIRST     CLASS 0
 OJ0214
 OJ0214.The horizontal coordinates were scaled from a map and have
 OJ0214.an estimated accuracy of +/- 6 seconds.
 OJ0214
 OJ0214.The orthometric height was determined by differential leveling and
 OJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0214.in June 1991.
 OJ0214
 OJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0214.GEOID18 height accuracy estimate available here.
 OJ0214
 OJ0214.Click photographs - Photos may exist for this station.
 OJ0214
 OJ0214.The dynamic height is computed by dividing the NAVD 88
 OJ0214.geopotential number by the normal gravity value computed on the
 OJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0214.degrees latitude (g = 980.6199 gals.).
 OJ0214
 OJ0214.The modeled gravity was interpolated from observed gravity values.
 OJ0214
 OJ0214;                    North         East    Units  Estimated Accuracy
 OJ0214;SPC MI S     -   260,430.    4,138,390.      MT  (+/- 180 meters Scaled)
 OJ0214
 OJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ676544(NAD 83)
 OJ0214
 OJ0214                          SUPERSEDED SURVEY CONTROL
 OJ0214
 OJ0214  NGVD 29 (11/26/84)  185.321  (m)          608.01   (f) ADJUSTED    1 0
 OJ0214
 OJ0214.Superseded values are not recommended for survey control.
 OJ0214
 OJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0214
 OJ0214_MARKER: I = METAL ROD
 OJ0214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0214_SP_SET: CULVERT
 OJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0214+STABILITY: SURFACE MOTION
 OJ0214
 OJ0214  HISTORY     - Date     Condition        Report By
 OJ0214  HISTORY     - 1970     MONUMENTED       USLS
 OJ0214  HISTORY     - 1970     GOOD             USLS
 OJ0214  HISTORY     - 1980     GOOD             NGS
 OJ0214  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0214
 OJ0214                          STATION DESCRIPTION
 OJ0214
 OJ0214'DESCRIBED BY US LAKE SURVEY 1970
 OJ0214'0.9 MI S FROM HARBOR BEACH.
 OJ0214'CULVERT IS IN HURON COUNTY, MICHIGAN, ABOUT 0.9 MILE SOUTH OF
 OJ0214'THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0214'IN HARBOR BEACH, 29 FEET SOUTHWESTERLY OF THE CENTERLINE OF
 OJ0214'HIGHWAY U.S. 25, 14 FEET NORTHEAST OF CENTERLINE OF OLD LAKESHORE
 OJ0214'RD., 11.2 FEET NORTHWEST OF MOST NORTHEASTERLY OF FOUR WHITE
 OJ0214'8-INCH DIAMETER GUARD POSTS, 0.6 FEET NORTHWEST OF NORTHEAST
 OJ0214'EDGE AND 0.4 FEET NORTHEAST OF SOUTHWEST EDGE OF CONCRETE
 OJ0214'CULVER 2085+10, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0214'HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM CULVERT 1970
 OJ0214
 OJ0214                          STATION RECOVERY (1980)
 OJ0214
 OJ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0214'1.5 KILOMETERS (0.95 MILE) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0214'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET IN A CULVERT
 OJ0214'BETWEEN THE HIGHWAY AND A DIRT ROAD. 8.8 METERS (29.0 FEET)
 OJ0214'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.3 METERS (14.0 FEET)
 OJ0214'NORTHEAST OF THE DIRT ROAD, 0.18 METER (0.6 FOOT) NORTHWEST OF THE
 OJ0214'SOUTHEAST END OF THE CULVERT.
 OJ0214'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0214
 OJ0214                          STATION RECOVERY (1999)
 OJ0214
 OJ0214'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0194 ***********************************************************************
 RJ0194  DESIGNATION -  CUM
 RJ0194  PID         -  RJ0194
 RJ0194  STATE/COUNTY-  MI/CHIPPEWA
 RJ0194  COUNTRY     -  US
 RJ0194  USGS QUAD   -  OAK RIDGE (2017)
 RJ0194
 RJ0194                         *CURRENT SURVEY CONTROL
 RJ0194  ______________________________________________________________________
 RJ0194* NAD 83(1986) POSITION- 46 16 27.     (N) 084 08 06.     (W)   SCALED
 RJ0194* NAVD 88 ORTHO HEIGHT -   187.300 (meters)      614.50  (feet) ADJUSTED
 RJ0194  ______________________________________________________________________
 RJ0194  GEOID HEIGHT    -        -36.556 (meters)                     GEOID18
 RJ0194  DYNAMIC HEIGHT  -        187.309 (meters)      614.53  (feet) COMP
 RJ0194  MODELED GRAVITY -    980,661.4   (mgal)                       NAVD 88
 RJ0194
 RJ0194  VERT ORDER      -  FIRST     CLASS I
 RJ0194
 RJ0194.The horizontal coordinates were scaled from a map and have
 RJ0194.an estimated accuracy of +/- 6 seconds.
 RJ0194
 RJ0194.The orthometric height was determined by differential leveling and
 RJ0194.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0194.in June 1991.
 RJ0194
 RJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0194.GEOID18 height accuracy estimate available here.
 RJ0194
 RJ0194.Click photographs - Photos may exist for this station.
 RJ0194
 RJ0194.The dynamic height is computed by dividing the NAVD 88
 RJ0194.geopotential number by the normal gravity value computed on the
 RJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0194.degrees latitude (g = 980.6199 gals.).
 RJ0194
 RJ0194.The modeled gravity was interpolated from observed gravity values.
 RJ0194
 RJ0194;                    North         East    Units  Estimated Accuracy
 RJ0194;SPC MI N     -   169,690.    8,220,760.      MT  (+/- 180 meters Scaled)
 RJ0194
 RJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS207284(NAD 83)
 RJ0194
 RJ0194                          SUPERSEDED SURVEY CONTROL
 RJ0194
 RJ0194  NGVD 29 (??/??/92)  187.37   (m)          614.7    (f) COMPUTED    1 1
 RJ0194
 RJ0194.Superseded values are not recommended for survey control.
 RJ0194
 RJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0194
 RJ0194_MARKER: Z = SEE DESCRIPTION
 RJ0194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0194+WITH SETTING: INTO GROUND
 RJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0194+STABILITY: SURFACE MOTION
 RJ0194
 RJ0194  HISTORY     - Date     Condition        Report By
 RJ0194  HISTORY     - 1969     MONUMENTED       NONE
 RJ0194  HISTORY     - 1969     GOOD             USLS
 RJ0194
 RJ0194                          STATION DESCRIPTION
 RJ0194
 RJ0194'DESCRIBED BY US LAKE SURVEY 1969
 RJ0194'AT NEEBISH ISLAND.
 RJ0194'CUM IS ON WEST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY, MICH.,
 RJ0194'ABOUT 3.8 MILES EAST SOUTHEAST OF NEEBISH ISLAND FERRY DOCK,
 RJ0194'1.0 MILE EAST OF INTERSECTION OF 16 MILE ROAD AND BRADER ROAD,
 RJ0194'43 FEET SOUTH OF CENTERLINE OF 16 MILE ROAD, 38 FEET EAST OF
 RJ0194'CUMMING ROAD, 17.9 FEET SOUTHEAST OF NORTHWEST FENCE CORNER,
 RJ0194'3.0 FEET WEST OF UTILITY POLE NO. NE-2-53-15, 1 FOOT BELOW THE
 RJ0194'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0194'IRON ROD, 18 FEET LONG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0333 ***********************************************************************
 PK0333  DESIGNATION -  CURRAN LOOKOUT TOWER
 PK0333  PID         -  PK0333
 PK0333  STATE/COUNTY-  MI/ALCONA
 PK0333  COUNTRY     -  US
 PK0333  USGS QUAD   -  BUCKS POND (2017)
 PK0333
 PK0333                         *CURRENT SURVEY CONTROL
 PK0333  ______________________________________________________________________
 PK0333* NAD 83(1994) POSITION- 44 42 55.73541(N) 083 44 37.15713(W)   ADJUSTED
 PK0333  ______________________________________________________________________
 PK0333  GEOID HEIGHT    -        -35.586 (meters)                     GEOID18
 PK0333  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 PK0333  HORZ ORDER      -  THIRD
 PK0333
 PK0333.The horizontal coordinates were established by classical geodetic methods
 PK0333.and adjusted by the National Geodetic Survey in February 1997.
 PK0333
 PK0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0333.GEOID18 height accuracy estimate available here.
 PK0333
 PK0333.Click photographs - Photos may exist for this station.
 PK0333
 PK0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0333
 PK0333. The following values were computed from the NAD 83(1994) position.
 PK0333
 PK0333;                    North         East     Units Scale Factor Converg.
 PK0333;SPC MI C     -   155,625.929 6,049,360.613   MT  0.99992058   +0 26 24.4
 PK0333;SPC MI C     -   510,583.76 19,846,983.64   iFT  0.99992058   +0 26 24.4
 PK0333;UTM  17      - 4,955,007.061   282,689.584   MT  1.00018075   -1 55 52.1
 PK0333
 PK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8268955007(NAD 83)
 PK0333
 PK0333                          SUPERSEDED SURVEY CONTROL
 PK0333
 PK0333  NAD 83(1986)-  44 42 55.72436(N)    083 44 37.15455(W) AD(       ) 3
 PK0333  NAD 27      -  44 42 55.70239(N)    083 44 37.21026(W) AD(       ) 3
 PK0333
 PK0333.Superseded values are not recommended for survey control.
 PK0333
 PK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0333.See file dsdata.pdf to determine how the superseded data were derived.
 PK0333
 PK0333_MARKER: 57 = LOOKOUT TOWER
 PK0333
 PK0333  HISTORY     - Date     Condition        Report By
 PK0333  HISTORY     - 1932     FIRST OBSERVED   CGS
 PK0333  HISTORY     - 19960512 MARK NOT FOUND   USPSQD
 PK0333
 PK0333                          STATION DESCRIPTION
 PK0333
 PK0333'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1394 ***********************************************************************
 RJ1394  DESIGNATION -  CURTIS RESET
 RJ1394  PID         -  RJ1394
 RJ1394  STATE/COUNTY-  MI/MACKINAC
 RJ1394  COUNTRY     -  US
 RJ1394  USGS QUAD   -  CURTIS WEST (2017)
 RJ1394
 RJ1394                         *CURRENT SURVEY CONTROL
 RJ1394  ______________________________________________________________________
 RJ1394* NAD 83(1994) POSITION- 46 12 33.72141(N) 085 45 39.61029(W)   ADJUSTED
 RJ1394* NAD 83(1994) ELLIP HT-   198.191 (meters)        (07/17/02)   ADJUSTED
 RJ1394* NAVD 88 ORTHO HEIGHT -   234.8   (meters)      770.    (feet) GPS OBS
 RJ1394  ______________________________________________________________________
 RJ1394  NAVD 88 orthometric height was determined with an earlier geoid model
 RJ1394  GEOID HEIGHT    -        -35.083 (meters)                     GEOID18
 RJ1394  NAD 83(1994) X  -    326,837.782 (meters)                     COMP
 RJ1394  NAD 83(1994) Y  - -4,409,591.414 (meters)                     COMP
 RJ1394  NAD 83(1994) Z  -  4,581,525.975 (meters)                     COMP
 RJ1394  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 RJ1394  HORZ ORDER      -  THIRD
 RJ1394  ELLP ORDER      -  FOURTH    CLASS I
 RJ1394
 RJ1394.The horizontal coordinates were established by classical geodetic methods
 RJ1394.and adjusted by the National Geodetic Survey in February 1997.
 RJ1394
 RJ1394.The orthometric height was determined by GPS observations and a
 RJ1394.high-resolution geoid model.
 RJ1394
 RJ1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1394.GEOID18 height accuracy estimate available here.
 RJ1394
 RJ1394.Click photographs - Photos may exist for this station.
 RJ1394
 RJ1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1394
 RJ1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1394
 RJ1394.The ellipsoidal height was determined by GPS observations
 RJ1394.and is referenced to NAD 83.
 RJ1394
 RJ1394. The following values were computed from the NAD 83(1994) position.
 RJ1394
 RJ1394;                    North         East     Units Scale Factor Converg.
 RJ1394;SPC MI N     -   159,242.159 8,095,601.065   MT  0.99990371   +0 53 43.9
 RJ1394;SPC MI N     -   522,448.03 26,560,370.95   iFT  0.99990371   +0 53 43.9
 RJ1394;UTM  16      - 5,118,056.071   595,575.616   MT  0.99971229   +0 53 40.1
 RJ1394
 RJ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1394!SPC MI N     -   0.99996893  x   0.99990371  =   0.99987264
 RJ1394!UTM  16      -   0.99996893  x   0.99971229  =   0.99968123
 RJ1394
 RJ1394:                Primary Azimuth Mark                     Grid Az
 RJ1394:SPC MI N     -  CURTIS AZ MK                             087 06 09.0
 RJ1394:UTM  16      -  CURTIS AZ MK                             087 06 12.8
 RJ1394
 RJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9557518056(NAD 83)
 RJ1394
 RJ1394|---------------------------------------------------------------------|
 RJ1394| PID    Reference Object                     Distance      Geod. Az  |
 RJ1394|                                                           dddmmss.s |
 RJ1394| CH1031 CURTIS RM 1                          28.716 METERS 03459     |
 RJ1394| CH1030 CURTIS AZ MK                                       0875952.9 |
 RJ1394| CH1032 CURTIS RM 2                          27.065 METERS 33322     |
 RJ1394|---------------------------------------------------------------------|
 RJ1394
 RJ1394                          SUPERSEDED SURVEY CONTROL
 RJ1394
 RJ1394  ELLIP H (02/03/97)  198.185  (m)                       GP(       ) 4 1
 RJ1394  NAD 83(1986)-  46 12 33.71655(N)    085 45 39.59667(W) AD(       ) 3
 RJ1394  NAD 27      -  46 12 33.76965(N)    085 45 39.17341(W) AD(       ) 3
 RJ1394
 RJ1394.Superseded values are not recommended for survey control.
 RJ1394
 RJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1394.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1394
 RJ1394_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1394_STAMPING: CURTIS 1965 1976
 RJ1394_MARK LOGO: NGS
 RJ1394_PROJECTION: RECESSED 3 CENTIMETERS
 RJ1394_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1394+STABILITY: SURFACE MOTION
 RJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1394+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2021
 RJ1394
 RJ1394  HISTORY     - Date     Condition        Report By
 RJ1394  HISTORY     - 1976     MONUMENTED       NGS
 RJ1394  HISTORY     - 19890812 GOOD             NGS
 RJ1394  HISTORY     - 19910710 GOOD             NGS
 RJ1394  HISTORY     - 20210924 GOOD             PROFLN
 RJ1394
 RJ1394                          STATION DESCRIPTION
 RJ1394
 RJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RJ1394'THE STATION IS LOCATED ABOUT 15.5 KM (9.65 MI) SOUTHWEST OF MCMILLAN,
 RJ1394'13.4 KM (8.35 MI) SOUTHEAST OF GERMFASK AND 1.1 KM (0.70 MI) NORTHWEST
 RJ1394'OF CURTIS.  OWNERSHIP--CITY OF CURTIS.
 RJ1394'
 RJ1394'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO WEST ON COUNTY
 RJ1394'ROAD H 42 FOR 1.70 KM (1.05 MI) TO A CROSSROAD.  TURN RIGHT AND
 RJ1394'CONTINUE NORTH ON COUNTY ROAD H 42 FOR 0.41 KM (0.25 MI) TO THE
 RJ1394'STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF THE CITY PARK, AT THE
 RJ1394'NORTHWEST CORNER OF THE BASKETBALL AND TENNIS COURTS AND JUST SOUTH OF
 RJ1394'A CEMETERY.
 RJ1394'
 RJ1394'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 RJ1394'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 22.9 M
 RJ1394'(75.1 FT) EAST OF THE CENTERLINE OF COUNTY ROAD H 42, 18.4 M (60.4 FT)
 RJ1394'SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO A BASEBALL FIELD,
 RJ1394'14.5 M (47.6 FT) SOUTHEAST OF UTILITY POLE NUMBER E 35, 10.8 M
 RJ1394'(35.4 FT) EAST OF A METAL WITNESS POST, 3.6 M (11.8 FT)
 RJ1394'SOUTH-SOUTHEAST OF A FLAGPOLE, 2.1 M (6.9 FT) SOUTHWEST OF THE WEST
 RJ1394'END OF A CHAIN LINK FENCE AND 1.9 M (6.2 FT) WEST-NORTHWEST OF THE
 RJ1394'NORTHWEST CORNER OF THE PAVEMENT OF THE BASKETBALL AND TENNIS COURT.
 RJ1394'DESCRIBED BY E.J. HANSMANN.
 RJ1394
 RJ1394                          STATION RECOVERY (1991)
 RJ1394
 RJ1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RJ1394'THE STATION IS LOCATED ABOUT 15.5 KM (9.6 MI) SOUTHWEST OF MCMILLAN,
 RJ1394'13.4 KM (8.3 MI) SOUTHEAST OF GERMFASK AND 1.1 KM (0.7 MI) NORTHWEST
 RJ1394'OF CURTIS.  OWNERSHIP--CITY OF CURTIS.
 RJ1394'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO WEST ON COUNTY
 RJ1394'ROAD H 42 FOR 1.70 KM (1.06 MI) TO A CROSSROAD.  TURN RIGHT AND
 RJ1394'CONTINUE NORTH ON COUNTY ROAD H 42 FOR 0.41 KM (0.25 MI) TO THE
 RJ1394'STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF THE CITY PARK
 RJ1394'(TOWNSHIP RECREATION AREA), AT THE NORTHWEST CORNER OF THE BASKETBALL
 RJ1394'AND TENNIS COURTS AND JUST SOUTH OF A CEMETERY.
 RJ1394'STATION IS LOCATED 22.9 M (75.1 FT) EAST OF THE CENTER OF COUNTY ROAD
 RJ1394'H 42, 18.4 M (60.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST
 RJ1394'TO A BASEBALL FIELD, 14.5 M (47.6 FT) SOUTHEAST OF UTILITY POLE
 RJ1394'NUMBER E 35, 10.8 M (35.4 FT) EAST OF A METAL WITNESS POST, 3.6 M
 RJ1394'(11.8 FT) SOUTH-SOUTHEAST OF A FLAGPOLE, 2.1 M (6.9 FT) SOUTHWEST OF
 RJ1394'THE WEST END OF A CHAIN LINK FENCE AND 1.9 M (6.2 FT) WEST-NORTHWEST
 RJ1394'OF THE NORTHWEST CORNER OF THE PAVEMENT OF THE BASKETBALL AND TENNIS
 RJ1394'COURT.
 RJ1394
 RJ1394                          STATION RECOVERY (2021)
 RJ1394
 RJ1394'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (PNL)
 RJ1394'IN ADDITION TO THE 1991 STATION DESCRIPTION, THE MARK IS LOCATED 36.1
 RJ1394'FT (11.0 M) EAST OF A METAL WITNESS POST.  THE MARK IS A NATIONAL
 RJ1394'GEODETIC SURVEY HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 12
 RJ1394'INCH (30 CM) DIAMETER DOMED CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM)
 RJ1394'REBAR ALONGSIDE THE SOUTH EDGE OF THE CONCRETE MONUMENT.
 RJ1394'
 RJ1394'REFERENCE MARK NO. 1 IS LOCATED BELOW AN EAST-WEST POWER LINE, 130 FT
 RJ1394'(39.6 M) EAST OF THE CENTER OF COUNTY ROAD H-52, 16 FT (4.9 M) NORTH
 RJ1394'OF THE CENTER OF THE DRIVE EAST TO THE BASEBALL FIELD AND 1.8 FT (0.5
 RJ1394'M) SOUTH OF THE FENCE ALONG THE SOUTH SIDE OF THE CEMETERY.  THERE IS
 RJ1394'NO WITNESS POST.  THE MARK IS A STANDARD US COAST AND GEODETIC
 RJ1394'REFERENCE MARK DISK STAMPED 'CURTIS NO 1 1965', SET IN THE TOP OF A 12
 RJ1394'INCH (30 CM) DIAMETER DOMED CONCRETE MONUMENT THAT PROJECTS 0.5 FT (15
 RJ1394'CM) ABOVE THE GROUND.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE
 RJ1394'SOUTH EDGE OF THE CONCRETE MONUMENT.
 RJ1394'
 RJ1394'REFERENCE MARK NO. 2 IS LOCATED BELOW AN EAST-WEST POWER LINE, 37 FT
 RJ1394'(11.3 M) EAST OF THE CENTER OF COUNTY ROAD H-52, 22 FT (6.7 M) NORTH
 RJ1394'OF THE CENTER OF THE DRIVE EAST TO THE BASEBALL FIELD, N70E-5.7 FEET
 RJ1394'OF POWER POLE EN1/397 AND S45E-2.0 FEET OF THE WEST END OF THE FENCE
 RJ1394'ALONG THE SOUTH SIDE OF THE CEMETERY.  THERE IS NO WITNESS POST.  THE
 RJ1394'MARK IS A STANDARD US COAST AND GEODETIC REFERENCE MARK DISK STAMPED
 RJ1394''CURTIS NO 2 1965', SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER DOMED
 RJ1394'CONCRETE MONUMENT THAT IS RECESSED 0.1 FT (3 CM) BELOW THE GROUND.
 RJ1394'SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE SOUTH EDGE OF THE CONCRETE
 RJ1394'MONUMENT.
 RJ1394'
 RJ1394'THE AZIMUTH MARK IS LOCATED BELOW AN EAST-WEST POWER LINE,
 RJ1394'APPROXIMATELY 1292 FT (393.8 M) EAST OF 'CURTIS RESET', 55 FT (16.8 M)
 RJ1394'WEST OF THE CENTER OF A PRIVATE DRIVE, 3.0 FT (0.9 M) WEST OF A POWER
 RJ1394'POLE (ANGLE POINT IN POWER LINE) AND 1.6 FT (0.5 M) SOUTH OF A METAL
 RJ1394'WITNESS POST.  THE MARK IS A STANDARD US COAST AND GEODETIC AZIMUTH
 RJ1394'MARK DISK STAMPED 'CURTIS 1965', SET IN THE TOP OF A 12 INCH (30 CM)
 RJ1394'DIAMETER DOMED CONCRETE MONUMENT THAT PROJECTS 0.5 FT (15 CM) ABOVE
 RJ1394'THE GROUND.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE SOUTH EDGE OF
 RJ1394'THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0087 ***********************************************************************
 RJ0087  DESIGNATION -  CURVE
 RJ0087  PID         -  RJ0087
 RJ0087  STATE/COUNTY-  MI/CHIPPEWA
 RJ0087  COUNTRY     -  US
 RJ0087  USGS QUAD   -  PICKFORD (2017)
 RJ0087
 RJ0087                         *CURRENT SURVEY CONTROL
 RJ0087  ______________________________________________________________________
 RJ0087* NAD 83(1986) POSITION- 46 13 51.     (N) 084 16 48.     (W)   SCALED
 RJ0087* NAVD 88 ORTHO HEIGHT -   182.801 (meters)      599.74  (feet) ADJUSTED
 RJ0087  ______________________________________________________________________
 RJ0087  GEOID HEIGHT    -        -36.375 (meters)                     GEOID18
 RJ0087  DYNAMIC HEIGHT  -        182.810 (meters)      599.77  (feet) COMP
 RJ0087  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 RJ0087
 RJ0087  VERT ORDER      -  FIRST     CLASS 0
 RJ0087
 RJ0087.The horizontal coordinates were scaled from a map and have
 RJ0087.an estimated accuracy of +/- 6 seconds.
 RJ0087
 RJ0087.The orthometric height was determined by differential leveling and
 RJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0087.in June 1991.
 RJ0087
 RJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0087.GEOID18 height accuracy estimate available here.
 RJ0087
 RJ0087.Click photographs - Photos may exist for this station.
 RJ0087
 RJ0087.The dynamic height is computed by dividing the NAVD 88
 RJ0087.geopotential number by the normal gravity value computed on the
 RJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0087.degrees latitude (g = 980.6199 gals.).
 RJ0087
 RJ0087.The modeled gravity was interpolated from observed gravity values.
 RJ0087
 RJ0087;                    North         East    Units  Estimated Accuracy
 RJ0087;SPC MI N     -   164,480.    8,209,760.      MT  (+/- 180 meters Scaled)
 RJ0087
 RJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS097232(NAD 83)
 RJ0087
 RJ0087                          SUPERSEDED SURVEY CONTROL
 RJ0087
 RJ0087.No superseded survey control is available for this station.
 RJ0087
 RJ0087_MARKER: I = METAL ROD
 RJ0087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0087+WITH SETTING: INTO GROUND
 RJ0087_MARK LOGO: NONE
 RJ0087_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0087_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0087_ROD/PIPE-DEPTH: 10.7 meters
 RJ0087
 RJ0087  HISTORY     - Date     Condition        Report By
 RJ0087  HISTORY     - 1971     MONUMENTED       NOS
 RJ0087  HISTORY     - 1972     GOOD             USLS
 RJ0087  HISTORY     - 1983     GOOD             NGS
 RJ0087
 RJ0087                          STATION DESCRIPTION
 RJ0087
 RJ0087'DESCRIBED BY US LAKE SURVEY 1972
 RJ0087'4 MI S FROM BARBEAU.
 RJ0087'CURVE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES SOUTH OF POST
 RJ0087'OFFICE AT BARBEAU, AT INSIDE OF CURVE OF RIVERSIDE ROAD, 185 FEET
 RJ0087'NORTHERLY OF WEST CORNER OF INTERSECTION ISLAND, 76.0 FEET WEST
 RJ0087'OF STOP SIGN OF NORTH-SOUTH DIRT ROAD ENTERING RIVERSIDE ROAD,
 RJ0087'58 FEET WESTERLY OF NORTH CORNER OF ISLAND INTERSECTION, 2.7
 RJ0087'FEET EAST OF UTILITY POLE NO. PD2 21/75, 1/2-FOOT BELOW GROUND
 RJ0087'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0087'COPPER-COATED STEEL ROD, 35 FEET LONG.
 RJ0087
 RJ0087                          STATION RECOVERY (1983)
 RJ0087
 RJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.6 KM
 RJ0087'(4.1 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU TO
 RJ0087'THE MARK ON THE RIGHT, AT THE INSIDE OF A CURVE (WEST) IN THE ROAD, AT
 RJ0087'A NORTH-SOUTH ROAD INTERSECTION, 0.82 METERS (2.7 FT) EAST OF UTILITY
 RJ0087'POLE NUMBER PD 2 21/75, 17.68 METERS (58.0 FT) WEST OF THE NORTH
 RJ0087'CORNER OF AN ISLAND INTERSECTION, AND 23.16 METERS (76.0 FT) WEST OF A
 RJ0087'STOP SIGN.
 RJ0087'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0633 ***********************************************************************
 RK0633  DESIGNATION -  CUSINO
 RK0633  PID         -  RK0633
 RK0633  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0633  COUNTRY     -  US
 RK0633  USGS QUAD   -  CUSINO (2017)
 RK0633
 RK0633                         *CURRENT SURVEY CONTROL
 RK0633  ______________________________________________________________________
 RK0633* NAD 83(1994) POSITION- 46 25 34.86222(N) 086 21 41.84711(W)   ADJUSTED
 RK0633* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 RK0633  ______________________________________________________________________
 RK0633  GEOID HEIGHT    -        -35.227 (meters)                     GEOID18
 RK0633  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 RK0633  HORZ ORDER      -  FIRST
 RK0633
 RK0633.The horizontal coordinates were established by classical geodetic methods
 RK0633.and adjusted by the National Geodetic Survey in February 1997.
 RK0633
 RK0633.The orthometric height was scaled from a topographic map.
 RK0633
 RK0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0633.GEOID18 height accuracy estimate available here.
 RK0633
 RK0633.Click photographs - Photos may exist for this station.
 RK0633
 RK0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0633
 RK0633. The following values were computed from the NAD 83(1994) position.
 RK0633
 RK0633;                    North         East     Units Scale Factor Converg.
 RK0633;SPC MI N     -   182,809.613 8,049,064.358   MT  0.99990586   +0 27 41.1
 RK0633;SPC MI N     -   599,769.07 26,407,691.46   iFT  0.99990586   +0 27 41.1
 RK0633;UTM  16      - 5,141,617.715   549,049.831   MT  0.99962957   +0 27 45.0
 RK0633
 RK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0633!SPC MI N     -   0.99996209  x   0.99990586  =   0.99986796
 RK0633!UTM  16      -   0.99996209  x   0.99962957  =   0.99959168
 RK0633
 RK0633:                Primary Azimuth Mark                     Grid Az
 RK0633:SPC MI N     -  EDMUNDS                                  333 21 28.3
 RK0633:UTM  16      -  EDMUNDS                                  333 21 24.4
 RK0633
 RK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4904941617(NAD 83)
 RK0633
 RK0633|---------------------------------------------------------------------|
 RK0633| PID    Reference Object                     Distance      Geod. Az  |
 RK0633|                                                           dddmmss.s |
 RK0633| RK0616 WALSH LOOKOUT TOWER                 APPROX.14.5 KM 1274002.7 |
 RK0633| CH1033 CUSINO RM 1                          19.572 METERS 14701     |
 RK0633| RK0084 TT 45 T                              29.314 METERS 28346     |
 RK0633| RK0637 EDMUNDS                             APPROX. 7.9 KM 3334909.4 |
 RK0633|---------------------------------------------------------------------|
 RK0633
 RK0633                          SUPERSEDED SURVEY CONTROL
 RK0633
 RK0633  NAD 83(1986)-  46 25 34.85689(N)    086 21 41.84453(W) AD(       ) 1
 RK0633  NAD 27      -  46 25 34.99987(N)    086 21 41.27131(W) AD(       ) 1
 RK0633
 RK0633.Superseded values are not recommended for survey control.
 RK0633
 RK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0633.See file dsdata.pdf to determine how the superseded data were derived.
 RK0633
 RK0633_MARKER: DS = TRIANGULATION STATION DISK
 RK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0633_STAMPING: CUSINO 1965
 RK0633_MARK LOGO: CGS
 RK0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0633+STABILITY: SURFACE MOTION
 RK0633
 RK0633  HISTORY     - Date     Condition        Report By
 RK0633  HISTORY     - 1965     MONUMENTED       CGS
 RK0633
 RK0633                          STATION DESCRIPTION
 RK0633
 RK0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0633'STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF THE SMALL VILLAGE OF
 RK0633'MELSTRAND, 7-1/2 MILES NORTHEAST OF SHINGLETON, IN SECTION 31,
 RK0633'T 47 N., R 16 W., AND ON STATE FOREST LAND.
 RK0633'
 RK0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 AT THE WEST
 RK0633'EDGE OF SENEY, GO WEST ON HIGHWAY 28 FOR 15.5 MILES TO A BRIDGE OVER
 RK0633'CREIGHTON CREEK.  CONTINUE WEST ON HIGHWAY 28 FOR 0.05 MILE TO A
 RK0633'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON A SAND ROAD
 RK0633'FOR 4.45 MILES TO A RED HUNTING CABIN ON THE LEFT.  CONTINUE
 RK0633'NORTHWESTERLY ON THE SAND ROAD FOR 3.7 MILES TO THE STATION ON THE
 RK0633'RIGHT.
 RK0633'
 RK0633'STATION MARKS ARE STANDARD DISKS STAMPED CUSINO 1965.  THE SURFACE
 RK0633'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 RK0633'IT IS 5 FEET SOUTH OF A METAL WITNESS POST, 14 FEET NORTH OF A 12
 RK0633'INCH MAPLE TREE, 23 FEET EAST OF A 12 INCH MAPLE TREE AND 59 FEET
 RK0633'EAST-NORTHEAST OF THE CENTER OF THE SAND ROAD.  THE
 RK0633'UNDERGROUND DISK IS SET IN AN IRREGULAL MASS OF CONCRETE 44 INCHES
 RK0633'BELOW THE SURFACE OF THE GROUND.
 RK0633'
 RK0633'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUSINO NO 1 1965, IS
 RK0633'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 25
 RK0633'FEET SOUTH OF A 20 INCH MAPLE TREE, 56 FEET EAST-NORTHEAST OF THE
 RK0633'CENTER OF THE SAND ROAD AND 60 FEET SOUTHEAST OF THE METAL WITNESS
 RK0633'POST.
 RK0633'
 RK0633'TT 45 T (USGS) IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK SET ON
 RK0633'THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 RK0633'STAMPED 910 TT45T 1954.  IT IS 1 FOOT EAST-NORTHEAST OF A METAL
 RK0633'WITNESS POST, 16 FEET NORTHWEST OF A 24 INCH MAPLE TREE WITH B M
 RK0633'PAINTED ON ITS EAST SIDE AND 22 FEET WEST OF THE CENTER OF THE
 RK0633'SAND ROAD.
 RK0633'
 RK0633'DUE TO THE HEAVY GROWTH OF TREES AND BRUSH NO SUITABLE PLACE FOR AN
 RK0633'AZIMUTH MARK COULD BE FOUND.
 RK0633'
 RK0633'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1605 ***********************************************************************
 MC1605  DESIGNATION -  CUSTPORT
 MC1605  PID         -  MC1605
 MC1605  STATE/COUNTY-  MI/MONROE
 MC1605  COUNTRY     -  US
 MC1605  USGS QUAD   -  MONROE (2017)
 MC1605
 MC1605                         *CURRENT SURVEY CONTROL
 MC1605  ______________________________________________________________________
 MC1605* NAD 83(1994) POSITION- 41 56 01.98947(N) 083 26 19.43806(W)   ADJUSTED
 MC1605* NAD 83(1994) ELLIP HT-   150.829 (meters)        (07/17/02)   ADJUSTED
 MC1605* NAVD 88 ORTHO HEIGHT -   186.0   (meters)      610.    (feet) GPS OBS
 MC1605  ______________________________________________________________________
 MC1605  NAVD 88 orthometric height was determined with an earlier geoid model
 MC1605  GEOID HEIGHT    -        -35.176 (meters)                     GEOID18
 MC1605  NAD 83(1994) X  -    542,992.568 (meters)                     COMP
 MC1605  NAD 83(1994) Y  - -4,720,897.145 (meters)                     COMP
 MC1605  NAD 83(1994) Z  -  4,240,244.542 (meters)                     COMP
 MC1605  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 MC1605  HORZ ORDER      -  FIRST
 MC1605  ELLP ORDER      -  FOURTH    CLASS I
 MC1605
 MC1605.The horizontal coordinates were established by GPS observations
 MC1605.and adjusted by the National Geodetic Survey in February 1997.
 MC1605
 MC1605.The orthometric height was determined by GPS observations and a
 MC1605.high-resolution geoid model.
 MC1605
 MC1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1605.GEOID18 height accuracy estimate available here.
 MC1605
 MC1605.Click photographs - Photos may exist for this station.
 MC1605
 MC1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1605
 MC1605.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1605
 MC1605.The ellipsoidal height was determined by GPS observations
 MC1605.and is referenced to NAD 83.
 MC1605
 MC1605. The following values were computed from the NAD 83(1994) position.
 MC1605
 MC1605;                    North         East     Units Scale Factor Converg.
 MC1605;SPC MI S     -    48,620.416 4,076,961.344   MT  1.00004346   +0 37 53.4
 MC1605;SPC MI S     -   159,515.80 13,375,857.43   iFT  1.00004346   +0 37 53.4
 MC1605;UTM  17      - 4,645,312.137   297,814.389   MT  1.00010305   -1 37 49.0
 MC1605
 MC1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1605!SPC MI S     -   0.99997634  x   1.00004346  =   1.00001980
 MC1605!UTM  17      -   0.99997634  x   1.00010305  =   1.00007939
 MC1605
 MC1605:                Primary Azimuth Mark                     Grid Az
 MC1605:SPC MI S     -  CUSTPORT AZ MK                           021 46 03.2
 MC1605:UTM  17      -  CUSTPORT AZ MK                           024 01 45.6
 MC1605
 MC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9781445312(NAD 83)
 MC1605
 MC1605|---------------------------------------------------------------------|
 MC1605| PID    Reference Object                     Distance      Geod. Az  |
 MC1605|                                                           dddmmss.s |
 MC1605| MC1606 CUSTPORT AZ MK                      APPROX. 0.6 KM 0222356.6 |
 MC1605|---------------------------------------------------------------------|
 MC1605
 MC1605                          SUPERSEDED SURVEY CONTROL
 MC1605
 MC1605  ELLIP H (02/03/97)  150.899  (m)                       GP(       ) 4 1
 MC1605  NAD 83(1986)-  41 56 01.99841(N)    083 26 19.46138(W) AD(       ) 1
 MC1605  NAD 83(1986)-  41 56 01.98992(N)    083 26 19.47281(W) AD(       ) 3
 MC1605  NGVD 29 (03/27/91)  186.2    (m)  OSU 89B  model used  GPS OBS        
 MC1605
 MC1605.Superseded values are not recommended for survey control.
 MC1605
 MC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1605.See file dsdata.pdf to determine how the superseded data were derived.
 MC1605
 MC1605_MARKER: I = METAL ROD
 MC1605_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1605_STAMPING: CUSTPORT 1989
 MC1605_MARK LOGO: NGS
 MC1605_PROJECTION: FLUSH
 MC1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1605+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 MC1605_ROD/PIPE-DEPTH: 3.7 meters
 MC1605_SLEEVE-DEPTH  : 0.5 meters
 MC1605
 MC1605  HISTORY     - Date     Condition        Report By
 MC1605  HISTORY     - 1989     MONUMENTED       NGS
 MC1605  HISTORY     - 19900201 GOOD
 MC1605  HISTORY     - 19910715 GOOD             NGS
 MC1605  HISTORY     - 20070523 GOOD             WARNKE
 MC1605
 MC1605                          STATION DESCRIPTION
 MC1605
 MC1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1605'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHWEST OF MONROE, AT
 MC1605'THE MONROE CUSTER AIRPORT, ALONG NORTHWEST EDGE AND NEAR THE SOUTHWEST
 MC1605'END OF THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT MANAGER
 MC1605'MIKE ALA, 2800 NORTH CUSTER ROAD, MONROE MI 48161.  PHONE IS (313)
 MC1605'457-1730.
 MC1605'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1605'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.35 MI) ON
 MC1605'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH FOR
 MC1605'0.2 KM (0.10 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND GO
 MC1605'WESTERLY FOR 2.0 KM (1.25 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1605'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE
 MC1605'ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND GO
 MC1605'NORTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS THE
 MC1605'APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM
 MC1605'(0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST
 MC1605'AFTER CROSSING THE RUNWAY.
 MC1605'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1605'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 MC1605'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.5 METER ENCASED IN A PVC PIPE
 MC1605'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1605'57.7 M (189.3 FT) NORTHWEST FROM THE CENTER OF THE RELOCATED SOUTHWEST
 MC1605'END OF THE RUNWAY, 40.4 M (132.5 FT) WEST-NORTHWEST FROM THE
 MC1605'WEST-NORTHWEST EDGE OF THE RUNWAY, 7.2 M (23.6 FT) NORTH-NORTHEAST
 MC1605'FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND 0.8 M (2.6 FT)
 MC1605'EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 MC1605'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1605'DESCRIBED BY J.B. WARD.
 MC1605
 MC1605                          STATION RECOVERY (1990)
 MC1605
 MC1605'RECOVERED 1990
 MC1605'RECOVERED IN GOOD CONDITION.
 MC1605
 MC1605                          STATION RECOVERY (1991)
 MC1605
 MC1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MC1605'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) NORTHWEST OF MONROE, AT
 MC1605'THE MONROE/CUSTER AIRPORT, ALONG NORTHWEST EDGE AND NEAR THE
 MC1605'SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT
 MC1605'MANAGER MIKE ALA, 2800 NORTH CUSTER ROAD, MONROE, MI. 48161.  PHONE
 MC1605'(313)241-6800.
 MC1605'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1605'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.4 MI) ON
 MC1605'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH
 MC1605'FOR 0.2 KM (0.1 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND
 MC1605'GO WESTERLY FOR 2.0 KM (1.2 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1605'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.3 MI) ON THE AIRPORT ENTRANCE
 MC1605'ROAD TO A GATE STRAIGHT AHEAD AND THE AIRPORT OFFICE RIGHT.  PASS
 MC1605'THROUGH GATE AND BEAR LEFT, NORTH-NORTHWEST, FOR 0.08 KM (0.05 MI)
 MC1605'ACROSS THE APRON TO A TAXIWAY LEFT. TURN LEFT AND GO NORTHWEST FOR
 MC1605'0.08 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 MC1605'RIGHT JUST AFTER CROSSING THE RUNWAY.
 MC1605'LOCATED 57.7 M (189.3 FT) NORTHWEST FROM THE CENTER OF THE RELOCATED
 MC1605'SOUTHWEST END OF THE RUNWAY, 40.4 M (132.5 FT) WEST-NORTHWEST FROM
 MC1605'THE WEST-NORTHWEST EDGE OF THE RUNWAY, 7.2 M (23.6 FT)
 MC1605'NORTH-NORTHEAST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND
 MC1605'0.8 M (2.6 FT) EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 MC1605
 MC1605                          STATION RECOVERY (2007)
 MC1605
 MC1605'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC1605'THE STATION IS LOCATED IN THE MONROE CO. CUSTER AIRPORT, 4.1 MILES TO
 MC1605'FRENCHTOWN TWP. HALL, 2.0 MILES TO MONROE TWP. HALL, 5.6 MILES TO
 MC1605'DETROIT EDISON GENERATION PLANT.
 MC1605'OWNERSHIP MONROE CO. CUSTER AIRPORT, MONROE AVIATION 2800 N CUSTER
 MC1605'734-384-9616
 MC1605'TO REACH THE STATION FROM THE INTERSECTION OF CUSTER DR. (ACCESS TO
 MC1605'TELEGRAPH RD.) AND ELM AVE. HEAD WESTER'LY OM ELM AVE. (NAME CHANGES
 MC1605'TO N.CUSTER RD.) FO 1.3 MILES. TURN RIGHT (N'LY) ON AIRPORT DR. HEAD
 MC1605'N'LY FOR 0.4 MILES THROUGH THE GATE TO RUNWAY (NEED PERMISSION)TURN
 MC1605'LEFT (W'LY) AND HEAD W'LY 0.4 MILES ON RUNWAY CONNECTOR, PAST TAXIWAY
 MC1605'AND RUNWAY INTO GRASS AREA TO CARSONITE POST MARKING POINT.
 MC1605'
 MC1605'THE STATION IS A FOUND ELEVATION ROD IN MONUMENT BOXIN GRASS AREA,
 MC1605'N50W +/-32' TO BRUSH LINE, N65E 180.4 TO RUNWAY LIGHT (ORANGE AND
 MC1605'CLEAR WITH TAG R-7), S75E 134' TO W'LY EDGE OF RUNWAY PAVEMENT, S60E
 MC1605'118.2 TO ARROW ON CONC. SLAB MARKING FAA CABLE, S40E 136.1 TO RUNWAY
 MC1605'LIGHT (RED AND BLUE WITH TAG R-6),NW'LY 0.7' TO SE'LY FACE OF NEWLY
 MC1605'SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1606 ***********************************************************************
 MC1606  DESIGNATION -  CUSTPORT AZ MK
 MC1606  PID         -  MC1606
 MC1606  STATE/COUNTY-  MI/MONROE
 MC1606  COUNTRY     -  US
 MC1606  USGS QUAD   -  MONROE (2017)
 MC1606
 MC1606                         *CURRENT SURVEY CONTROL
 MC1606  ______________________________________________________________________
 MC1606* NAD 83(1994) POSITION- 41 56 18.96788(N) 083 26 10.06574(W)   ADJUSTED
 MC1606* NAD 83(1994) ELLIP HT-   151.545 (meters)        (07/17/02)   ADJUSTED
 MC1606* NAVD 88 ORTHO HEIGHT -   186.7   (meters)      613.    (feet) GPS OBS
 MC1606  ______________________________________________________________________
 MC1606  NAVD 88 orthometric height was determined with an earlier geoid model
 MC1606  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 MC1606  NAD 83(1994) X  -    543,167.118 (meters)                     COMP
 MC1606  NAD 83(1994) Y  - -4,720,525.198 (meters)                     COMP
 MC1606  NAD 83(1994) Z  -  4,240,634.709 (meters)                     COMP
 MC1606  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 MC1606  HORZ ORDER      -  FIRST
 MC1606  ELLP ORDER      -  FOURTH    CLASS I
 MC1606
 MC1606.The horizontal coordinates were established by GPS observations
 MC1606.and adjusted by the National Geodetic Survey in February 1997.
 MC1606
 MC1606.The orthometric height was determined by GPS observations and a
 MC1606.high-resolution geoid model.
 MC1606
 MC1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1606.GEOID18 height accuracy estimate available here.
 MC1606
 MC1606.Click photographs - Photos may exist for this station.
 MC1606
 MC1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1606
 MC1606.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1606
 MC1606.The ellipsoidal height was determined by GPS observations
 MC1606.and is referenced to NAD 83.
 MC1606
 MC1606. The following values were computed from the NAD 83(1994) position.
 MC1606
 MC1606;                    North         East     Units Scale Factor Converg.
 MC1606;SPC MI S     -    49,146.631 4,077,171.469   MT  1.00004211   +0 37 59.7
 MC1606;SPC MI S     -   161,242.23 13,376,546.81   iFT  1.00004211   +0 37 59.7
 MC1606;UTM  17      - 4,645,829.679   298,045.132   MT  1.00010190   -1 37 43.3
 MC1606
 MC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1606!SPC MI S     -   0.99997623  x   1.00004211  =   1.00001834
 MC1606!UTM  17      -   0.99997623  x   1.00010190  =   1.00007813
 MC1606
 MC1606:                Primary Azimuth Mark                     Grid Az
 MC1606:SPC MI S     -  CUSTPORT                                 201 46 03.1
 MC1606:UTM  17      -  CUSTPORT                                 204 01 46.1
 MC1606
 MC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9804545829(NAD 83)
 MC1606
 MC1606|---------------------------------------------------------------------|
 MC1606| PID    Reference Object                     Distance      Geod. Az  |
 MC1606|                                                           dddmmss.s |
 MC1606| MC1605 CUSTPORT                            APPROX. 0.6 KM 2022402.8 |
 MC1606|---------------------------------------------------------------------|
 MC1606
 MC1606                          SUPERSEDED SURVEY CONTROL
 MC1606
 MC1606  ELLIP H (02/03/97)  151.616  (m)                       GP(       ) 4 1
 MC1606  NAD 83(1986)-  41 56 18.97678(N)    083 26 10.08910(W) AD(       ) 1
 MC1606  NAD 83(1986)-  41 56 18.96834(N)    083 26 10.10050(W) AD(       ) 3
 MC1606  NGVD 29 (03/27/91)  187.0    (m)  OSU 89B  model used  GPS OBS        
 MC1606
 MC1606.Superseded values are not recommended for survey control.
 MC1606
 MC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1606.See file dsdata.pdf to determine how the superseded data were derived.
 MC1606
 MC1606_MARKER: I = METAL ROD
 MC1606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1606_STAMPING: CUSTPORT AZ MK 1989
 MC1606_MARK LOGO: NGS
 MC1606_PROJECTION: FLUSH
 MC1606_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1606+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 MC1606_ROD/PIPE-DEPTH: 3.8 meters
 MC1606_SLEEVE-DEPTH  : 0.5 meters
 MC1606
 MC1606  HISTORY     - Date     Condition        Report By
 MC1606  HISTORY     - 1989     MONUMENTED       NGS
 MC1606  HISTORY     - 19900201 GOOD
 MC1606  HISTORY     - 20070523 GOOD             WARNKE
 MC1606
 MC1606                          STATION DESCRIPTION
 MC1606
 MC1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1606'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHWEST OF MONROE, AT
 MC1606'THE MONROE CUSTER AIRPORT, ALONG NORTHWEST EDGE, NEAR THE CENTER OF
 MC1606'THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT MANAGER MIKE ALA,
 MC1606'2800 NORTH CUSTER ROAD, MONROE MI 48161.  PHONE IS (313) 457-1730.
 MC1606'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1606'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.35 MI) ON
 MC1606'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH FOR
 MC1606'0.2 KM (0.10 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND GO
 MC1606'WESTERLY FOR 2.0 KM (1.25 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1606'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE
 MC1606'ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND GO
 MC1606'NORTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS THE
 MC1606'APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO NORTHWEST FOR 50 METERS ON
 MC1606'THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT GO NORTH-NORTHEAST
 MC1606'FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, BETWEEN
 MC1606'THE NINTH AND TENTH RUNWAY LIGHTS NORTH-NORTHEAST FROM THE
 MC1606'SOUTH-SOUTHWEST END OF THE RUNWAY.
 MC1606'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1606'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 MC1606'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.5 METER ENCASED IN A PVC PIPE
 MC1606'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1606'50.7 M (166.3 FT) NORTH-NORTHWEST FROM THE NINTH RUNWAY LIGHT
 MC1606'NORTH-NORTHEAST FROM THE SOUTH-SOUTHWEST END OF THE RUNWAY, 47.0 M
 MC1606'(154.2 FT) WEST FROM THE TENTH RUNWAY LIGHT NORTH-NORTHEAST FROM THE
 MC1606'SOUTH-SOUTHWEST END OF THE RUNWAY, 41.3 M (135.5 FT) WEST-NORTHWEST
 MC1606'FROM THE WEST-NORTHWEST EDGE OF THE RUNWAY AND 0.8 M (2.6 FT)
 MC1606'EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 MC1606'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1606'DESCRIBED BY J.B. WARD.
 MC1606
 MC1606                          STATION RECOVERY (1990)
 MC1606
 MC1606'RECOVERED 1990
 MC1606'RECOVERED IN GOOD CONDITION.
 MC1606
 MC1606                          STATION RECOVERY (2007)
 MC1606
 MC1606'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC1606'THE STATION IS LOCATED IN THE MONROE CO. CUSTER AIRPORT, 4.1 MI TO
 MC1606'FRENCHTOWN TWP. HALL, 2.0 MI TO MONROE TWP. HALL, 5.6 MI TO DETROIT
 MC1606'EDISON GENERATION PLANT.
 MC1606'OWNERSHIP MONROE CO. CUSTER AIRPORT, MONROE AVIATION 2800 N CUSTER
 MC1606'734-384-9616
 MC1606'TO REACH THE STATION FROM THE INTERSECTION OF CUSTER DR. (ACCESS TO
 MC1606'TELEGRAPH RD.) AND ELM AVE. HEAD W'LY ON ELM AVE. (NAME CHANGES TO
 MC1606'N.CUSTER RD.) FOR 1.3 MILES. TURN RIGHT (N'LY) ON AIRPORT DR.
 MC1606'HEAD N'LY FOR 0.4 MILES THROUGH THE GATE TO RUNWAY (NEED
 MC1606'PERMISSION)TURN LEFT (W'LY) AND HEAD W'LY ON RUNWAY CONNECTOR, PAST
 MC1606'TAXIWAY AND RUNWAY INTO GRASS AREA 1.5MILES TURN RIGHT HEAD N'LY FOR
 MC1606'0.35 MILES TO CARSONITE POST MARKING POINT.
 MC1606'
 MC1606'THE STATION IS A FOUND ELEVATION ROD IN MONUMENT BOX IN GRASS AREA,
 MC1606'N50W +/-55' TO BRUSH LINE, N60E 239.4' TO RUNWAY LIGHT (CLEAR WITH NO
 MC1606'TAG), S60E 136.3' TO W'LY EDGE OF RUNWAY PAVEMENT, S70E 126.8 TO
 MC1606'RUNWAY LIGHT (ORANGE AND CLEAR WITH TAG R-16), S20E 221.0 TO RUNWAY
 MC1606'LIGHT (ORANGE AND CLEAR WITH TAG R-15),NW'LY 0.7' TO SE'LY FACE OF
 MC1606'NEWLY SET CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0226 ***********************************************************************
 NE0226  DESIGNATION -  CUT
 NE0226  PID         -  NE0226
 NE0226  STATE/COUNTY-  MI/ST CLAIR
 NE0226  COUNTRY     -  US
 NE0226  USGS QUAD   -  ALGONAC (2017)
 NE0226
 NE0226                         *CURRENT SURVEY CONTROL
 NE0226  ______________________________________________________________________
 NE0226* NAD 83(1986) POSITION- 42 36 15.     (N) 082 32 32.     (W)   SCALED
 NE0226* NAVD 88 ORTHO HEIGHT -   175.920 (meters)      577.16  (feet) ADJUSTED
 NE0226  ______________________________________________________________________
 NE0226  GEOID HEIGHT    -        -34.916 (meters)                     GEOID18
 NE0226  DYNAMIC HEIGHT  -        175.870 (meters)      577.00  (feet) COMP
 NE0226  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 NE0226
 NE0226  VERT ORDER      -  FIRST     CLASS 0
 NE0226
 NE0226.The horizontal coordinates were scaled from a map and have
 NE0226.an estimated accuracy of +/- 6 seconds.
 NE0226
 NE0226.The orthometric height was determined by differential leveling and
 NE0226.adjusted by the NATIONAL GEODETIC SURVEY
 NE0226.in June 1991.
 NE0226
 NE0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0226.GEOID18 height accuracy estimate available here.
 NE0226
 NE0226.Click photographs - Photos may exist for this station.
 NE0226
 NE0226.The dynamic height is computed by dividing the NAVD 88
 NE0226.geopotential number by the normal gravity value computed on the
 NE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0226.degrees latitude (g = 980.6199 gals.).
 NE0226
 NE0226.The modeled gravity was interpolated from observed gravity values.
 NE0226
 NE0226;                    North         East    Units  Estimated Accuracy
 NE0226;SPC MI S     -   124,270.    4,149,690.      MT  (+/- 180 meters Scaled)
 NE0226
 NE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH734180(NAD 83)
 NE0226
 NE0226                          SUPERSEDED SURVEY CONTROL
 NE0226
 NE0226  NGVD 29 (??/??/92)  176.051  (m)          577.59   (f) ADJ UNCH    1 0
 NE0226
 NE0226.Superseded values are not recommended for survey control.
 NE0226
 NE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0226.See file dsdata.pdf to determine how the superseded data were derived.
 NE0226
 NE0226_MARKER: Z = SEE DESCRIPTION
 NE0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0226_SP_SET: IRON ROD
 NE0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0226+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 NE0226
 NE0226  HISTORY     - Date     Condition        Report By
 NE0226  HISTORY     - 1956     MONUMENTED       USLS
 NE0226  HISTORY     - 1970     GOOD             USLS
 NE0226  HISTORY     - 19960922 GOOD             USPSQD
 NE0226  HISTORY     - 20011018 GOOD             LOCENG
 NE0226  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 NE0226
 NE0226                          STATION DESCRIPTION
 NE0226
 NE0226'DESCRIBED BY US LAKE SURVEY 1970
 NE0226'AT HARSENS ISLAND.
 NE0226'CUT IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON MOST
 NE0226'NORTHEASTERLY END OF GRAND POINTE, AT EAST END OF NORTH CHANNEL
 NE0226'DRIVE, ABOUT 138 FEET WEST OF THE CUT, 60.6 FEET SOUTHWESTERLY
 NE0226'FROM NORTHWEST CORNER OF AN EARTH FILLED DOCK, 52.5 FEET
 NE0226'NORTHWESTERLY OF A 26-INCH ASH, 40.5 FEET NORTHEAST OF ANOTHER
 NE0226'26-INCH ASH, 20.0 FEET NORTH OF ROAD CENTERLINE, 15.2 FEET WEST
 NE0226'OF UTILITY POLE, 1/4-FOOT BELOW THE GROUND SURFACE, BEING
 NE0226'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET
 NE0226'LONG.  NOTE-- BM 1956
 NE0226
 NE0226                          STATION RECOVERY (1996)
 NE0226
 NE0226'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0226'RECOVERED IN GOOD CONDITION.
 NE0226
 NE0226                          STATION RECOVERY (2001)
 NE0226
 NE0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0226'FOUND 1-INCH IRON ROD PROTRUDING ABOUT ONE FOOT ABOVE THE GROUND,
 NE0226'WHICH MATCHES ABOVE DESCRIBED WITNESSES TO DOCK AND ROAD CENTERLINE.
 NE0226'THESE ARE THE ONLY REMAINING WITNESSES. HOWEVER, THE GPS-DERIVED
 NE0226'ELEVATION OF THIS MARK SEEMS TO BE INCONSISTENT WITH GPS OBSERVATIONS
 NE0226'TO THREE OTHER 1ST-ORDER VERTICAL CONTROL STATIONS IN THE AREA.
 NE0226
 NE0226                          STATION RECOVERY (2005)
 NE0226
 NE0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (RC)
 NE0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1463 ***********************************************************************
 NF1463  DESIGNATION -  CUTLER
 NF1463  PID         -  NF1463
 NF1463  STATE/COUNTY-  MI/CLINTON
 NF1463  COUNTRY     -  US
 NF1463  USGS QUAD   -  WACOUSTA (2017)
 NF1463
 NF1463                         *CURRENT SURVEY CONTROL
 NF1463  ______________________________________________________________________
 NF1463* NAD 83(1994) POSITION- 42 51 25.10021(N) 084 43 27.70290(W)   ADJUSTED
 NF1463* NAVD 88 ORTHO HEIGHT -   249.8   (meters)      820.    (feet) VERTCON3
 NF1463  ______________________________________________________________________
 NF1463  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 NF1463  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 NF1463  HORZ ORDER      -  FIRST
 NF1463
 NF1463.The horizontal coordinates were established by classical geodetic methods
 NF1463.and adjusted by the National Geodetic Survey in February 1997.
 NF1463
 NF1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1463
 NF1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1463.GEOID18 height accuracy estimate available here.
 NF1463
 NF1463.Click photographs - Photos may exist for this station.
 NF1463
 NF1463.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1463
 NF1463. The following values were computed from the NAD 83(1994) position.
 NF1463
 NF1463;                    North         East     Units Scale Factor Converg.
 NF1463;SPC MI S     -   150,790.983 3,970,768.430   MT  0.99990700   -0 14 36.3
 NF1463;SPC MI S     -   494,721.07 13,027,455.48   iFT  0.99990700   -0 14 36.3
 NF1463;UTM  16      - 4,747,443.934   685,916.889   MT  1.00002525   +1 32 53.8
 NF1463
 NF1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1463!SPC MI S     -   0.99996609  x   0.99990700  =   0.99987309
 NF1463!UTM  16      -   0.99996609  x   1.00002525  =   0.99999134
 NF1463
 NF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8591647443(NAD 83)
 NF1463
 NF1463|---------------------------------------------------------------------|
 NF1463| PID    Reference Object                     Distance      Geod. Az  |
 NF1463|                                                           dddmmss.s |
 NF1463| CH0926 CUTLER RM 1                          24.265 METERS 04353     |
 NF1463| CH0927 CUTLER RM 2                          25.527 METERS 26508     |
 NF1463| NF1457 CUTLER AZ MK                        366.258 METERS 35506     |
 NF1463| NF1458 CUTLER AZ MK A PT                   370.490 METERS 35539     |
 NF1463|---------------------------------------------------------------------|
 NF1463
 NF1463                          SUPERSEDED SURVEY CONTROL
 NF1463
 NF1463  NAD 83(1986)-  42 51 25.09791(N)    084 43 27.72024(W) AD(       ) 1
 NF1463  NAD 27      -  42 51 24.97215(N)    084 43 27.76716(W) AD(       ) 1
 NF1463  NGVD 29 (07/19/86)  249.9    (m)          820.     (f) VERT ANG       
 NF1463
 NF1463.Superseded values are not recommended for survey control.
 NF1463
 NF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1463.See file dsdata.pdf to determine how the superseded data were derived.
 NF1463
 NF1463_MARKER: DS = TRIANGULATION STATION DISK
 NF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1463_STAMPING: CUTLER 1969
 NF1463_MARK LOGO: CGS
 NF1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1463+STABILITY: SURFACE MOTION
 NF1463
 NF1463  HISTORY     - Date     Condition        Report By
 NF1463  HISTORY     - 1969     MONUMENTED       NGS
 NF1463  HISTORY     - 1976     GOOD             NGS
 NF1463  HISTORY     - 20070203 GOOD             USPSQD
 NF1463
 NF1463                          STATION DESCRIPTION
 NF1463
 NF1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 (JLC)
 NF1463'THE STATION WAS BUILT IN 1969, BUT WAS NOT OCCUPIED.
 NF1463'
 NF1463'THE STATION IS ABOUT 8-1/2 MILES WEST OF DEWITT AND 6-3/4 MILES NORTH
 NF1463'OF GRAND LEDGE.  IT IS IN THE NORTHEAST 1/4 OF SECTION 1, T. 5 N., R.
 NF1463'4 W. AND ON PROPERTY OF MR. WILLIAM VERHOEVEN WHO LIVES AT THE STATION
 NF1463'SITE.
 NF1463'
 NF1463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96, STATE
 NF1463'HIGHWAY 100 AND WRIGHT ROAD WHICH IS ABOUT 3-1/2 MILES NORTH OF GRAND
 NF1463'LEDGE, GO NORTH ON WRIGHT ROAD FOR 3.8 MILES TO A CROSSROAD.  TURN
 NF1463'RIGHT AND GO EAST ON CUTLER ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE
 NF1463'RIGHT AND THE STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 NF1463'
 NF1463'STATION MARKS ARE STANDARD DISKS STAMPED CUTLER 1969.  THE SURFACE
 NF1463'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1463'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 130 FEET
 NF1463'EAST-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF PIONEER AND CUTLER
 NF1463'ROADS, 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 35 FEET
 NF1463'WEST OF THE CENTER OF THE DRIVEWAY AND 32 FEET SOUTH OF THE CENTER OF
 NF1463'CUTLER ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 NF1463'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1463'
 NF1463'REFERENCE MARK 1, A STANDARD DISK STAMPED CUTLER NO 1 1969, IS SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1463'INCHES ABOVE THE GROUND.  IT IS 39 FEET WEST OF A TELEPHONE POLE, 25
 NF1463'FEET NORTH OF THE CENTER OF CUTLER ROAD AND 1 FOOT SOUTH OF AN
 NF1463'EAST-WEST WIRE FENCE.
 NF1463'
 NF1463'REFERENCE MARK 2, A STANDARD DISK STAMPED CUTLER NO 2 1969, IS SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 NF1463'INCHES ABOVE THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF CUTLER
 NF1463'ROAD, 15 FEET WEST OF A POWER LINE POLE AND 2 FEET NORTH OF AN EAST
 NF1463'WEST WIRE FENCE.
 NF1463'
 NF1463'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 NF1463'
 NF1463'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NF1463
 NF1463                          STATION RECOVERY (1976)
 NF1463
 NF1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1463'RM 1 TO RM 2 OBSTRUCTED BY HEAVY BRUSH.
 NF1463'
 NF1463'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1463'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE
 NF1463'REVERSED IN THE 1970 DESCRIPTION.  HOWEVER, THE DISTANCES AND THE
 NF1463'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1970
 NF1463'DATA.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  FOLLOWING
 NF1463'IS A NEW DESCRIPTION.
 NF1463'
 NF1463'STATION IS ABOUT 8-1/2 MILES WEST OF DEWITT AND 7 MILES NORTH OF
 NF1463'GRAND LEDGE, IN THE NORTHEAST 1/4 OF SECTION 1, T. 5 N., R. 4 W. AND
 NF1463'ON PROPERTY OF WILLIAM VERHOEVEN, WHO LIVES AT THE STATION SITE.
 NF1463'
 NF1463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96,
 NF1463'STATE HIGHWAY 100 AND WRIGHT ROAD, WHICH IS ABOUT 3-1/2 MILES NORTH
 NF1463'OF GRAND LEDGE, GO NORTH ON WRIGHT ROAD FOR 4.1 MILES TO A
 NF1463'CROSSROAD.  TURN RIGHT AND GO EAST ON CUTLER ROAD FOR 0.75 MILE TO
 NF1463'A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT, JUST AFTER
 NF1463'PASSING PIONEER ROAD ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 NF1463'THE STATION, GO GO NORTH ON PIONEER ROAD FOR 0.2 MILE TO THE
 NF1463'MARK ON THE RIGHT.
 NF1463'
 NF1463'STATION MARK IS A STANDARD DISK, STAMPED CUTLER 1969, SET IN THE TOP
 NF1463'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1463'ABOVE THE GROUND.  IT IS 130 FEET EAST-SOUTHEAST OF THE CENTER OF
 NF1463'THE INTERSECTION OF PIONEER AND CUTLER ROADS, 118 FEET NORTHWEST OF
 NF1463'THE NORTHWEST CORNER OF A HOUSE, 35 FEET WEST OF THE CENTER OF THE
 NF1463'DRIVEWAY AND 32 FEET SOUTH OF THE CENTER OF CUTLER ROAD.
 NF1463'
 NF1463'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUTLER NO 1 1969, SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 NF1463'INCHES ABOVE THE GROUND.  IT IS 39 FEET WEST OF A TELEPHONE LINE
 NF1463'POLE, 25 FEET NORTH OF THE CENTER OF CUTLER ROAD AND 1 FOOT SOUTH OF
 NF1463'A FENCE.
 NF1463'
 NF1463'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUTLER NO 2 1969, SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 NF1463'INCHES ABOVE THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF
 NF1463'CUTLER ROAD, 15 FEET WEST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 NF1463'FENCE.
 NF1463'
 NF1463'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUTLER 1969 1976, SET IN THE
 NF1463'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1463'THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF PIONEER ROAD AND 4
 NF1463'FEET SOUTHWEST OF A WITNESS POST.
 NF1463'
 NF1463'1/2 INCH REINFORCMENT RODS WERE DRIVEN AT ALL SURFACE MARKS.
 NF1463'
 NF1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 NF1463'GRAND LEDGE.
 NF1463'
 NF1463'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 NF1463
 NF1463                          STATION RECOVERY (2007)
 NF1463
 NF1463'RECOVERY NOTE BY US POWER SQUADRON 2007 (DT)
 NF1463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1457 ***********************************************************************
 NF1457  DESIGNATION -  CUTLER AZ MK
 NF1457  PID         -  NF1457
 NF1457  STATE/COUNTY-  MI/CLINTON
 NF1457  COUNTRY     -  US
 NF1457  USGS QUAD   -  WACOUSTA (2017)
 NF1457
 NF1457                         *CURRENT SURVEY CONTROL
 NF1457  ______________________________________________________________________
 NF1457* NAD 83(1994) POSITION- 42 51 36.92597(N) 084 43 29.07921(W)   ADJUSTED
 NF1457* NAVD 88 ORTHO HEIGHT -   243.7   (meters)      800.    (feet) VERTCON3
 NF1457  ______________________________________________________________________
 NF1457  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 NF1457  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 NF1457  HORZ ORDER      -  SECOND
 NF1457
 NF1457.The horizontal coordinates were established by classical geodetic methods
 NF1457.and adjusted by the National Geodetic Survey in February 1997.
 NF1457
 NF1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1457
 NF1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1457.GEOID18 height accuracy estimate available here.
 NF1457
 NF1457.Click photographs - Photos may exist for this station.
 NF1457
 NF1457.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1457
 NF1457. The following values were computed from the NAD 83(1994) position.
 NF1457
 NF1457;                    North         East     Units Scale Factor Converg.
 NF1457;SPC MI S     -   151,156.002 3,970,738.739   MT  0.99990697   -0 14 37.3
 NF1457;SPC MI S     -   495,918.64 13,027,358.07   iFT  0.99990697   -0 14 37.3
 NF1457;UTM  16      - 4,747,807.889   685,875.795   MT  1.00002506   +1 32 53.2
 NF1457
 NF1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1457!SPC MI S     -   0.99996705  x   0.99990697  =   0.99987402
 NF1457!UTM  16      -   0.99996705  x   1.00002506  =   0.99999210
 NF1457
 NF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8587547807(NAD 83)
 NF1457
 NF1457|---------------------------------------------------------------------|
 NF1457| PID    Reference Object                     Distance      Geod. Az  |
 NF1457|                                                           dddmmss.s |
 NF1457| NF1458 CUTLER AZ MK A PT                     5.498 METERS 03503     |
 NF1457| NF1463 CUTLER                              366.258 METERS 17506     |
 NF1457|---------------------------------------------------------------------|
 NF1457
 NF1457                          SUPERSEDED SURVEY CONTROL
 NF1457
 NF1457  NAD 83(1986)-  42 51 36.92368(N)    084 43 29.09655(W) AD(       ) 2
 NF1457  NAD 27      -  42 51 36.79800(N)    084 43 29.14342(W) AD(       ) 2
 NF1457  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 NF1457
 NF1457.Superseded values are not recommended for survey control.
 NF1457
 NF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1457.See file dsdata.pdf to determine how the superseded data were derived.
 NF1457
 NF1457_MARKER: DZ = AZIMUTH MARK DISK
 NF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1457_STAMPING: CUTLER 1969 1976
 NF1457_MARK LOGO: NGS
 NF1457_PROJECTION: FLUSH
 NF1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1457+STABILITY: SURFACE MOTION
 NF1457
 NF1457  HISTORY     - Date     Condition        Report By
 NF1457  HISTORY     - 1976     MONUMENTED       NGS
 NF1457
 NF1457                          STATION DESCRIPTION
 NF1457
 NF1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1457'STATION MARK IS A STANDARD DISK, STAMPED CUTLER 1969 1976, SET IN
 NF1457'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1457'WITH THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF PIONEER ROAD
 NF1457'AND 4 FEET SOUTHWEST OF A WITNESS POST.
 NF1457'
 NF1457'A 1/2 INCH REINFORCEMENT ROD WAS DRIVEN AT THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0812 ***********************************************************************
 QK0812  DESIGNATION -  CUTOFF
 QK0812  PID         -  QK0812
 QK0812  STATE/COUNTY-  MI/EMMET
 QK0812  COUNTRY     -  US
 QK0812  USGS QUAD   -  FOREST BEACH (2017)
 QK0812
 QK0812                         *CURRENT SURVEY CONTROL
 QK0812  ______________________________________________________________________
 QK0812* NAD 83(1994) POSITION- 45 28 42.16171(N) 085 05 23.44100(W)   ADJUSTED
 QK0812* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 QK0812  ______________________________________________________________________
 QK0812  GEOID HEIGHT    -        -35.276 (meters)                     GEOID18
 QK0812  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 QK0812  HORZ ORDER      -  THIRD
 QK0812
 QK0812.The horizontal coordinates were established by classical geodetic methods
 QK0812.and adjusted by the National Geodetic Survey in February 1997.
 QK0812
 QK0812.The orthometric height was scaled from a topographic map.
 QK0812
 QK0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0812.GEOID18 height accuracy estimate available here.
 QK0812
 QK0812.Click photographs - Photos may exist for this station.
 QK0812
 QK0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0812
 QK0812. The following values were computed from the NAD 83(1994) position.
 QK0812
 QK0812;                    North         East     Units Scale Factor Converg.
 QK0812;SPC MI C     -   240,465.401 5,943,459.394   MT  0.99995629   -0 30 39.1
 QK0812;SPC MI C     -   788,928.48 19,499,538.69   iFT  0.99995629   -0 30 39.1
 QK0812;UTM  16      - 5,037,869.038   649,291.007   MT  0.99987403   +1 21 43.8
 QK0812
 QK0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0812!SPC MI C     -   0.99997685  x   0.99995629  =   0.99993314
 QK0812!UTM  16      -   0.99997685  x   0.99987403  =   0.99985088
 QK0812
 QK0812:                Primary Azimuth Mark                     Grid Az
 QK0812:SPC MI C     -  CUTOFF AZ MK                             134 19 23.1
 QK0812:UTM  16      -  CUTOFF AZ MK                             132 27 00.2
 QK0812
 QK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4929137869(NAD 83)
 QK0812
 QK0812|---------------------------------------------------------------------|
 QK0812| PID    Reference Object                     Distance      Geod. Az  |
 QK0812|                                                           dddmmss.s |
 QK0812| CH1035 CUTOFF RM 1                           4.836 METERS 06619     |
 QK0812| CH1034 CUTOFF AZ MK                                       1334844.0 |
 QK0812| QK0815 PENN DIXIE CEMENT CORP S STACK      APPROX.13.6 KM 1541058.6 |
 QK0812| QK0814 PENN DIXIE CEMENT CORP N STACK      APPROX.13.5 KM 1541221.7 |
 QK0812| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX.13.6 KM 1543147.8 |
 QK0812| CH1036 CUTOFF RM 2                           4.949 METERS 33201     |
 QK0812|---------------------------------------------------------------------|
 QK0812
 QK0812                          SUPERSEDED SURVEY CONTROL
 QK0812
 QK0812  NAD 83(1986)-  45 28 42.15596(N)    085 05 23.44290(W) AD(       ) 3
 QK0812  NAD 27      -  45 28 42.11600(N)    085 05 23.23400(W) AD(       ) 3
 QK0812
 QK0812.Superseded values are not recommended for survey control.
 QK0812
 QK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0812.See file dsdata.pdf to determine how the superseded data were derived.
 QK0812
 QK0812_MARKER: DS = TRIANGULATION STATION DISK
 QK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0812_STAMPING: CUTOFF 1956
 QK0812_MARK LOGO: CGS
 QK0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0812+STABILITY: SURFACE MOTION
 QK0812
 QK0812  HISTORY     - Date     Condition        Report By
 QK0812  HISTORY     - 1956     MONUMENTED       CGS
 QK0812  HISTORY     - 19960814 GOOD             USPSQD
 QK0812
 QK0812                          STATION DESCRIPTION
 QK0812
 QK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0812'THE STATION IS ABOUT 6 MILES NORTHWEST OF HARBOR SPRINGS, 13 MILES
 QK0812'NORTHEAST OF CHARLEVOIX, ON THE EAST SHORE OF LAKE MICHIGAN, ON
 QK0812'PROPERTY OWNED BY THE STATE.  IT IS 13 FEET SOUTHWEST OF AN 8 INCH
 QK0812'SPRUCE TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 25 FEET
 QK0812'SOUTHEAST OF A 6 INCH ASPEN TREE WITH A TRIANGULAR BLAZE ON THE EAST
 QK0812'SIDE, 60 FEET EAST OF THE BEACH LINE AND 7 FEET SOUTHWEST OF A WHITE
 QK0812'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0812'CUTOFF 1956.
 QK0812'
 QK0812'TO REACH THE STATION FROM THE RAILROAD STATION IN HARBOR SPRINGS, GO
 QK0812'NORTH ON STATE STREET FOR 1 BLOCK TO THE JUNCTION OF STATE STREET WITH
 QK0812'STATE HIGHWAY 131.  CONTINUE NORTH AND WEST ON HIGHWAY 131 FOR 5.3
 QK0812'MILES TO A BRICK SCHOOLHOUSE ON THE RIGHT.  CONTINUE WESTERLY ON
 QK0812'HIGHWAY 131 FOR 2.25 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH
 QK0812'ON A GRAVEL AND SAND ROAD FOR 0.8 MILE TO A SANDY PARKING AREA ON THE
 QK0812'RIGHT AND THE END OF TRUCK TRAVEL.  PACK NORTHWEST ALONG THE BEACH FOR
 QK0812'ABOUT 200 YARDS TO THE TOP OF A LOW SAND DUNE, JUST WEST OF THE
 QK0812'TIMBERLINE AND THE STATION.
 QK0812'
 QK0812'TO REACH THE AZIMUTH MARK FROM THE SANDY PARKING AREA MENTIONED ABOVE,
 QK0812'GO SOUTH ON THE MAIN ROAD FOR 0.15 MILE TO A SANDY TRAIL TO THE BEACH
 QK0812'AND THE MARK ON THE RIGHT.
 QK0812'
 QK0812'REFERENCE MARK 1 IS 5 FEET SOUTHEAST OF A 6 INCH SPRUCE TREE WITH A
 QK0812'TRIANGULAR BLAZE ON THE WEST SIDE AND 11 FEET SOUTHEAST OF A WHITE
 QK0812'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QK0812'CUTOFF NO 1 1956.
 QK0812'
 QK0812'REFERENCE MARK 2 IS 19 FEET NORTH OF THE 8 INCH SPRUCE TREE WITH A
 QK0812'TRIANGULAR BLAZE ON THE WEST SIDE, 27 FEET EAST OF A 6 INCH ASPEN TREE
 QK0812'WITH A TRIANGULAR BLAZE ON THE EAST SIDE AND 14 FEET NORTH NORTHWEST
 QK0812'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QK0812'STAMPED CUTOFF NO 2 1956.
 QK0812'
 QK0812'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF ROAD, 21 FEET
 QK0812'SOUTHWEST OF A 10 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 QK0812'SIDE AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 QK0812'INCHES AND THE DISK IS STAMPED CUTOFF 1956.
 QK0812'
 QK0812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0812
 QK0812                          STATION RECOVERY (1996)
 QK0812
 QK0812'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI5186 ***********************************************************************
 AI5186  SACS        -  This is a Secondary Airport Control Station.
 AI5186  DESIGNATION -  CVX A
 AI5186  PID         -  AI5186
 AI5186  STATE/COUNTY-  MI/CHARLEVOIX
 AI5186  COUNTRY     -  US
 AI5186  USGS QUAD   -  CHARLEVOIX (2017)
 AI5186
 AI5186                         *CURRENT SURVEY CONTROL
 AI5186  ______________________________________________________________________
 AI5186* NAD 83(2011) POSITION- 45 18 12.38093(N) 085 17 02.99550(W)   ADJUSTED
 AI5186* NAD 83(2011) ELLIP HT-   168.235 (meters)        (06/27/12)   ADJUSTED
 AI5186* NAD 83(2011) EPOCH   -  2010.00
 AI5186* NAVD 88 ORTHO HEIGHT -   203.32  (meters)      667.1   (feet) GPS OBS
 AI5186  ______________________________________________________________________
 AI5186  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI5186  GEOID HEIGHT    -        -35.037 (meters)                     GEOID99
 AI5186  GEOID HEIGHT    -        -35.108 (meters)                     GEOID18
 AI5186  NAD 83(2011) X  -    369,453.067 (meters)                     COMP
 AI5186  NAD 83(2011) Y  - -4,478,587.827 (meters)                     COMP
 AI5186  NAD 83(2011) Z  -  4,511,250.244 (meters)                     COMP
 AI5186  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 AI5186
 AI5186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5186  Standards:
 AI5186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5186  -------------------------------------------------------------------
 AI5186  NETWORK    0.74   0.88           0.35   0.23   0.45     -0.00090036
 AI5186  -------------------------------------------------------------------
 AI5186  Click here for local accuracies and other accuracy information.
 AI5186
 AI5186.This mark is at Charlevoix Airport (CVX)
 AI5186
 AI5186.The horizontal coordinates were established by GPS observations
 AI5186.and adjusted by the National Geodetic Survey in June 2012.
 AI5186
 AI5186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5186.been affixed to the stable North American tectonic plate. See 
 AI5186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5186
 AI5186.The horizontal coordinates are valid at the epoch date displayed above
 AI5186.which is a decimal equivalence of Year/Month/Day.
 AI5186
 AI5186.The orthometric height was determined by GPS observations and a
 AI5186.high-resolution geoid model.
 AI5186
 AI5186.GPS derived orthometric heights for airport stations designated as
 AI5186.PACS or SACS are published to 2 decimal places.  This maintains
 AI5186.centimeter relative accuracy between the PACS and SACS.  It does
 AI5186.not indicate centimeter accuracy relative to other marks which are
 AI5186.part of the published vertical control network.
 AI5186
 AI5186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5186.GEOID18 height accuracy estimate available here.
 AI5186
 AI5186.Click photographs - Photos may exist for this station.
 AI5186
 AI5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5186
 AI5186.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5186
 AI5186.The ellipsoidal height was determined by GPS observations
 AI5186.and is referenced to NAD 83.
 AI5186
 AI5186. The following values were computed from the NAD 83(2011) position.
 AI5186
 AI5186;                    North         East     Units Scale Factor Converg.
 AI5186;SPC MI C     -   221,178.771 5,928,047.381   MT  0.99993243   -0 38 53.3
 AI5186;SPC MI C     -   725,652.14 19,448,974.35   iFT  0.99993243   -0 38 53.3
 AI5186;UTM  16      - 5,018,091.537   634,518.127   MT  0.99982249   +1 13 11.5
 AI5186
 AI5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5186!SPC MI C     -   0.99997362  x   0.99993243  =   0.99990606
 AI5186!UTM  16      -   0.99997362  x   0.99982249  =   0.99979612
 AI5186
 AI5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3451818091(NAD 83)
 AI5186
 AI5186                          SUPERSEDED SURVEY CONTROL
 AI5186
 AI5186  NAD 83(2007)-  45 18 12.38114(N)    085 17 02.99657(W) AD(2002.00) 0
 AI5186  ELLIP H (02/10/07)  168.277  (m)                       GP(2002.00)    
 AI5186  ELLIP H (09/30/02)  168.272  (m)                       GP(       ) 4 2
 AI5186  NAD 83(1994)-  45 18 12.38133(N)    085 17 02.99698(W) AD(       ) 1
 AI5186  ELLIP H (05/11/00)  168.257  (m)                       GP(       ) 4 2
 AI5186
 AI5186.Superseded values are not recommended for survey control.
 AI5186
 AI5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5186.See file dsdata.pdf to determine how the superseded data were derived.
 AI5186
 AI5186_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5186_STAMPING: CVX A 1999
 AI5186_MARK LOGO: NGS
 AI5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5186+STABILITY: SURFACE MOTION
 AI5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5186+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AI5186
 AI5186  HISTORY     - Date     Condition        Report By
 AI5186  HISTORY     - 1999     MONUMENTED       NGS
 AI5186  HISTORY     - 20010529 GOOD             NGS
 AI5186
 AI5186                          STATION DESCRIPTION
 AI5186
 AI5186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AI5186'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF CHARLEVOIX AT THE
 AI5186'CHARLEVOIX MUNICIPAL AIRPORT, NEAR THE WEST END OF THE AIRPORT AND
 AI5186'SOUTHEAST OF RUNWAY END 9, JUST SOUTH OF THE PARALLEL TAXIWAY AND JUST
 AI5186'EAST OF AND IN LINE WITH THE SOUTH EDGE OF THE AIRCRAFT TURNAROUND.
 AI5186'OWNER--CITY OF CHARLEVOIX, AIRPORT MANAGER--LORAINE LUEPNITZ, BOX 550,
 AI5186'CHARLEVOIX, MI 49720.  PHONE--231-547-3605, FAX--231-547-5277.  TO
 AI5186'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 31 AND STATE
 AI5186'HIGHWAY M-66 ON THE SOUTHSIDE OF CHARLEVOIX, GO SOUTH ON US HIGHWAY 31
 AI5186'FOR 0.13 KM (0.10 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AI5186'RIGHT (WEST) AND FOLLOW THE ROAD, PASSING A SHIPPING WAREHOUSE ON THE
 AI5186'RIGHT, FOR 0.3 KM (0.20 MI) TO THE TERMINAL ON THE RIGHT.  TURN RIGHT
 AI5186'(NORTH) ON THE WEST SIDE OF THE TERMINAL AND CONTINUE NORTH FOR
 AI5186'APPROXIMATELY 40 M, (131.2 FT) CROSSING THE PARKING APRON, TO A
 AI5186'TAXIWAY, TURN LEFT (WEST) FOR 0.16 KM (0.10 MI) ALONG THE TAXIWAY TO A
 AI5186'CONNECTOR TAXIWAY.  TURN RIGHT (NORTH) FOR APPROXIMATLY 40 M (131.2
 AI5186'FT) TO A PARALLEL TAXIWAY, TURN LEFT (WEST) FOR 1.32 KM (0.80 MI) ON
 AI5186'THE PARALLEL TAXIWAY, CROSSING THE TURF RUNWAY, TO THE STATION ON THE
 AI5186'LEFT, JUST BEFORE THE AIRCRAFT TURNAROUND.  THE STATION IS 14.9 M
 AI5186'(48.9 FT) EAST OF THE SOUTHEAST CORNER OF THE TURNAROUND, 14.9 M (48.9
 AI5186'FT) SOUTH OF THE SOUTH EDGE OF THE PARALLEL TAXIWAY, AND ON LINE WITH
 AI5186'THE SOUTH EDGE OF THE TURNAROUND.  THIS STATION HAS BEEN SELECTED AS A
 AI5186'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI5186
 AI5186                          STATION RECOVERY (2001)
 AI5186
 AI5186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 AI5186'RECOVERED AS DESCRIBED.
 AI5186'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0567 ***********************************************************************
 PL0567  DESIGNATION -  CZUBAK
 PL0567  PID         -  PL0567
 PL0567  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0567  COUNTRY     -  US
 PL0567  USGS QUAD   -  TRAVERSE CITY SW (2017)
 PL0567
 PL0567                         *CURRENT SURVEY CONTROL
 PL0567  ______________________________________________________________________
 PL0567* NAD 83(1994) POSITION- 44 46 23.12125(N) 085 40 48.75255(W)   ADJUSTED
 PL0567* NAD 83(1994) ELLIP HT-   294.696 (meters)        (02/03/97)   ADJUSTED
 PL0567* NAVD 88 ORTHO HEIGHT -   329.4   (meters)     1081.    (feet) GPS OBS
 PL0567  ______________________________________________________________________
 PL0567  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PL0567  GEOID HEIGHT    -        -34.370 (meters)                     GEOID93
 PL0567  GEOID HEIGHT    -        -34.808 (meters)                     GEOID18
 PL0567  NAD 83(1994) X  -    341,635.418 (meters)                     COMP
 PL0567  NAD 83(1994) Y  - -4,522,710.651 (meters)                     COMP
 PL0567  NAD 83(1994) Z  -  4,469,689.949 (meters)                     COMP
 PL0567  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 PL0567  HORZ ORDER      -  FIRST
 PL0567  ELLP ORDER      -  FOURTH    CLASS I
 PL0567
 PL0567.The horizontal coordinates were established by GPS observations
 PL0567.and adjusted by the National Geodetic Survey in February 1997.
 PL0567
 PL0567.The orthometric height was determined by GPS observations and a
 PL0567.high-resolution geoid model.
 PL0567
 PL0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0567.GEOID18 height accuracy estimate available here.
 PL0567
 PL0567.Click photographs - Photos may exist for this station.
 PL0567
 PL0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0567
 PL0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0567
 PL0567.The ellipsoidal height was determined by GPS observations
 PL0567.and is referenced to NAD 83.
 PL0567
 PL0567. The following values were computed from the NAD 83(1994) position.
 PL0567
 PL0567;                    North         East     Units Scale Factor Converg.
 PL0567;SPC MI C     -   162,679.388 5,896,036.534   MT  0.99991710   -0 55 40.4
 PL0567;SPC MI C     -   533,725.03 19,343,951.88   iFT  0.99991710   -0 55 40.4
 PL0567;UTM  16      - 4,958,591.168   604,429.551   MT  0.99973410   +0 55 46.6
 PL0567
 PL0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0567!SPC MI C     -   0.99995380  x   0.99991710  =   0.99987090
 PL0567!UTM  16      -   0.99995380  x   0.99973410  =   0.99968791
 PL0567
 PL0567:                Primary Azimuth Mark                     Grid Az
 PL0567:SPC MI C     -  WHITING RM 1                             252 21 02.8
 PL0567:UTM  16      -  WHITING RM 1                             250 29 35.8
 PL0567
 PL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0442958591(NAD 83)
 PL0567
 PL0567|---------------------------------------------------------------------|
 PL0567| PID    Reference Object                     Distance      Geod. Az  |
 PL0567|                                                           dddmmss.s |
 PL0567| PL0568 WHITING RM 1                        APPROX. 1.8 KM 2512522.4 |
 PL0567|---------------------------------------------------------------------|
 PL0567
 PL0567                          SUPERSEDED SURVEY CONTROL
 PL0567
 PL0567  NAD 83(1986)-  44 46 23.11852(N)    085 40 48.75072(W) AD(       ) 1
 PL0567  NAD 83(1986)-  44 46 23.13029(N)    085 40 48.75268(W) AD(       ) 3
 PL0567  NGVD 29 (04/09/92)  329.2    (m)         1080.     (f) VERT ANG       
 PL0567
 PL0567.Superseded values are not recommended for survey control.
 PL0567
 PL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0567.See file dsdata.pdf to determine how the superseded data were derived.
 PL0567
 PL0567_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0567_STAMPING: CZUBAK 1987
 PL0567_MARK LOGO: NGS
 PL0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0567+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 PL0567
 PL0567  HISTORY     - Date     Condition        Report By
 PL0567  HISTORY     - 1987     MONUMENTED       NGS
 PL0567  HISTORY     - 19920910 GOOD             MIDT
 PL0567  HISTORY     - 19940825 GOOD             USPSQD
 PL0567  HISTORY     - 20020929 GOOD             USPSQD
 PL0567  HISTORY     - 20060316 GOOD             GEOCAC
 PL0567
 PL0567                          STATION DESCRIPTION
 PL0567
 PL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PL0567'STATION IS LOCATED IN QUAD. 440854, ABOUT 4.83 KM (3.00 MI) NORTHWEST
 PL0567'OF TRAVERSE CITY ON PROPERTY OF A.T. AND T. TELEPHONE COMPANY, AT
 PL0567'8798 W. M-72, TRAVERSE CITY, MICHIGAN 49684.  PERMISSION WAS OBTAINED
 PL0567'THRU MR. LAMBERT, SUPERVISOR AT THE SITE (616) 946-1145 FROM MR. GENE
 PL0567'BECKER, REAL ESTATE OFFICER FOR A.T. AND T. IN CHICAGO, ILLINOIS,
 PL0567'(PHONE (312) 621-5213).
 PL0567'TO REACH FROM THE JUNCTION OF COUNTY ROUTES M-72 AND M-22 AT THE NORTH
 PL0567'SIDE OF TRAVERSE CITY, GO WEST ON M-72 FOR 3.18 KM (1.98 MI) TO A
 PL0567'SIDEROAD LEFT, LEADING TO A A.T. AND T. MICROWAVE TOWER.  THIS IS
 PL0567'JUST BEFORE REACHING THE CREST OF THE HILL.  TURN LEFT AND GO
 PL0567'SOUTHWEST UP HILL FOR 0.27 KM (0.17 MI) TO THE NORTHWEST CORNER OF
 PL0567'THE A.T. AND T. OFFICE BUILDING AND THE STATION ON RIGHT AT THE TOP
 PL0567'OF A SMALL KNOLL IN THE GRASSY AREA TO THE NORTHWEST OF BUILDING.
 PL0567'STATION IS RECESSED 6 CM BELOW GROUND.  LOCATED 47.244 M (155.000 FT)
 PL0567'WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE A.T. AND T. OFFICE
 PL0567'BUILDING, 46.025 M (151.000 FT) NORTH-NORTHEAST FROM A UTILITY POLE,
 PL0567'19.995 M (65.600 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE A.T.
 PL0567'AND T. OFFICE BUILDING, 11.156 M (36.601 FT) NORTHWEST FROM THE EDGE
 PL0567'OF PAVEMENT AND 5.608 M (18.399 FT) EAST FROM A CARSONITE WITNESS
 PL0567'POST.
 PL0567'A TRAVERSE CONNECTION WAS MADE TO STATION WHITING NO 1 1931, (NOW USED
 PL0567'AS THE AZIMUTH MARK FOR THIS STATION) USING ELECTRONIC DISTANCE
 PL0567'MEASURING EQUIPMENT.
 PL0567'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 PL0567'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 PL0567
 PL0567                          STATION RECOVERY (1992)
 PL0567
 PL0567'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0567'STATION IS LOCATED IN QUAD 440854, ON THE TRAVERSE CITY SW QUADRANGLE
 PL0567'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 6, T-27-N, R-11-W,
 PL0567'GARFIELD TOWNSHIP. STATION IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF
 PL0567'TRAVERSE CITY, ABOUT 1.8 MI (2.9 KM) WEST-SOUTHWEST OF GREILICKVILLE,
 PL0567'ON PROPERTY OWNED BY ATT TELEPHONE COMPANY, 8798 WEST M-72, TRAVERSE
 PL0567'CITY, MI 49684. PERMISSION WAS OBTAINED THROUGH MR. LAMBERT,
 PL0567'SUPERVISOR, AT THE SITE. PHONE IS (616) 946-1145.
 PL0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PL0567'M-72, AT THE NORTHWESTERLY SIDE OF TRAVERSE CITY, GO WEST FOR 1.95 MI
 PL0567'(3.14 KM) ALONG M-72 TO A SIDE ROAD LEFT, LEADING TO AN ATT MICROWAVE
 PL0567'TOWER AND JUST BEFORE REACHING CREST OF A HILL. TURN LEFT AND GO
 PL0567'SOUTHWEST FOR 0.15 MI (0.24 KM) ON ROAD UP THE HILL TO THE NORTHWEST
 PL0567'CORNER OF THE ATT OFFICE BUILDING AND THE STATION ON THE RIGHT, AS
 PL0567'DESCRIBED. STATION IS AT THE TOP OF A SMALL GRASSY AREA TO THE
 PL0567'NORTHWEST OF THE BUILDING. NOTE - ANOTHER BUILDING IS NOW IN PLACE
 PL0567'SOUTH OF THE STATION, AT THE WRITING OF THIS RECOVERY.
 PL0567'STATION IS RECESSED 0.2 FT (6.1 CM) BELOW GROUND AND LOCATED 155.0 FT
 PL0567'(47.2 M) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE OFFICE
 PL0567'BUILDING, 151.0 FT (46.0 M) NORTH-NORTHEAST FROM A UTILITY POLE, 65.6
 PL0567'FT (20.0 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE OFFICE
 PL0567'BUILDING, 36.6 FT (11.2 M) NORTHWEST FROM THE EDGE OF PAVEMENT AND
 PL0567'18.4 FT (5.6 M) EAST FROM A CARSONITE WITNESS POST.
 PL0567
 PL0567                          STATION RECOVERY (1994)
 PL0567
 PL0567'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0567'RECOVERED IN GOOD CONDITION.
 PL0567
 PL0567                          STATION RECOVERY (2002)
 PL0567
 PL0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0567'50.0 FT , 15.24 M  NNE FROM NE CORNER OF 4 DOOR GARAGE BUILDING
 PL0567
 PL0567                          STATION RECOVERY (2006)
 PL0567
 PL0567'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0567'CARSONITE WITNESS POST IS DAMAGED AND LAYING FLAT.  STATION IS 0.3
 PL0567'METERS (1.0 FEET) SOUTHEAST OF A WOODEN STAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0078 ***********************************************************************
 NF0078  DESIGNATION -  D
 NF0078  PID         -  NF0078
 NF0078  STATE/COUNTY-  MI/INGHAM
 NF0078  COUNTRY     -  US
 NF0078  USGS QUAD   -  EAST LANSING (2017)
 NF0078
 NF0078                         *CURRENT SURVEY CONTROL
 NF0078  ______________________________________________________________________
 NF0078* NAD 83(1986) POSITION- 42 42 43.     (N) 084 28 19.     (W)   SCALED
 NF0078* NAVD 88 ORTHO HEIGHT -   261.70  (+/-2cm)      858.6   (feet) VERTCON3
 NF0078  ______________________________________________________________________
 NF0078  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 NF0078  VERT ORDER      -  ? (See Below)
 NF0078
 NF0078.The horizontal coordinates were scaled from a map and have
 NF0078.an estimated accuracy of +/- 6 seconds.
 NF0078
 NF0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0078
 NF0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0078.GEOID18 height accuracy estimate available here.
 NF0078
 NF0078.The vertical order pertains to the NGVD 29 superseded value.
 NF0078
 NF0078.Click photographs - Photos may exist for this station.
 NF0078
 NF0078;                    North         East    Units  Estimated Accuracy
 NF0078;SPC MI S     -   134,630.    3,991,380.      MT  (+/- 180 meters Scaled)
 NF0078
 NF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN070319(NAD 83)
 NF0078
 NF0078                          SUPERSEDED SURVEY CONTROL
 NF0078
 NF0078  NGVD 29 (??/??/92)  261.829  (m)          859.02   (f) ADJ UNCH       
 NF0078
 NF0078.Superseded values are not recommended for survey control.
 NF0078
 NF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0078.See file dsdata.pdf to determine how the superseded data were derived.
 NF0078
 NF0078_MARKER: DD = SURVEY DISK
 NF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0078_STAMPING: D
 NF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0078+STABILITY: SURFACE MOTION
 NF0078
 NF0078  HISTORY     - Date     Condition        Report By
 NF0078  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0078  HISTORY     - 1932     GOOD             MISCOL
 NF0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0078  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0078  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0078
 NF0078                          STATION DESCRIPTION
 NF0078
 NF0078'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0078'AT EAST LANSING.
 NF0078'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0078'FARM, ON THE SOUTH SIDE OF MOUNT HOPE ROAD, 1/2 MILE WEST OF
 NF0078'THE INTERSECTION OF HAGARDORN ROAD, 29.4 FEET SOUTH OF THE
 NF0078'CENTERLINE OF MOUNT HOPE ROAD, 29.4 FEET WEST OF THE CENTERLINE
 NF0078'OF A SIDE ROAD, AND 2.6 FEET NORTH OF A CORNER FENCE POST.
 NF0078'A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED D AND SET IN
 NF0078'THE TOP OF A CONCRETE POST.
 NF0078
 NF0078                          STATION RECOVERY (1978)
 NF0078
 NF0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0078'MARK NOT FOUND.
 NF0078
 NF0078                          STATION RECOVERY (1989)
 NF0078
 NF0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0078'MARK NOT FOUND.
 NF0078
 NF0078                          STATION RECOVERY (2003)
 NF0078
 NF0078'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1247 ***********************************************************************
 NE1247  HT_MOD      -  This is a Height Modernization Survey Station.
 NE1247  DESIGNATION -  D 06
 NE1247  PID         -  NE1247
 NE1247  STATE/COUNTY-  MI/MACOMB
 NE1247  COUNTRY     -  US
 NE1247  USGS QUAD   -  UTICA (2017)
 NE1247
 NE1247                         *CURRENT SURVEY CONTROL
 NE1247  ______________________________________________________________________
 NE1247* NAD 83(2011) POSITION- 42 38 40.08680(N) 083 03 36.05927(W)   ADJUSTED
 NE1247* NAD 83(2011) ELLIP HT-   177.088 (meters)        (06/27/12)   ADJUSTED
 NE1247* NAD 83(2011) EPOCH   -  2010.00
 NE1247* NAVD 88 ORTHO HEIGHT -   211.74  (meters)      694.7   (feet) GPS OBS
 NE1247  ______________________________________________________________________
 NE1247  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NE1247  GEOID HEIGHT    -        -34.575 (meters)                     GEOID03
 NE1247  GEOID HEIGHT    -        -34.663 (meters)                     GEOID18
 NE1247  NAD 83(2011) X  -    567,769.807 (meters)                     COMP
 NE1247  NAD 83(2011) Y  - -4,664,501.982 (meters)                     COMP
 NE1247  NAD 83(2011) Z  -  4,298,652.993 (meters)                     COMP
 NE1247  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 NE1247
 NE1247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1247  Standards:
 NE1247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1247  -------------------------------------------------------------------
 NE1247  NETWORK    0.29   0.45           0.13   0.10   0.23     -0.04479105
 NE1247  -------------------------------------------------------------------
 NE1247  Click here for local accuracies and other accuracy information.
 NE1247
 NE1247.The horizontal coordinates were established by GPS observations
 NE1247.and adjusted by the National Geodetic Survey in June 2012.
 NE1247
 NE1247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1247.been affixed to the stable North American tectonic plate. See 
 NE1247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1247
 NE1247.The horizontal coordinates are valid at the epoch date displayed above
 NE1247.which is a decimal equivalence of Year/Month/Day.
 NE1247
 NE1247.The orthometric height was determined by GPS observations and a
 NE1247.high-resolution geoid model using precise GPS observation and
 NE1247.processing techniques.
 NE1247
 NE1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1247.GEOID18 height accuracy estimate available here.
 NE1247
 NE1247.Click photographs - Photos may exist for this station.
 NE1247
 NE1247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1247
 NE1247.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1247
 NE1247.The ellipsoidal height was determined by GPS observations
 NE1247.and is referenced to NAD 83.
 NE1247
 NE1247. The following values were computed from the NAD 83(2011) position.
 NE1247
 NE1247;                    North         East     Units Scale Factor Converg.
 NE1247;SPC MI S     -   127,955.861 4,107,144.419   MT  0.99991565   +0 53 21.2
 NE1247;SPC MI S     -   419,802.69 13,474,883.26   iFT  0.99991565   +0 53 21.2
 NE1247;UTM  17      - 4,723,391.989   331,123.556   MT  0.99995088   -1 23 45.2
 NE1247
 NE1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1247!SPC MI S     -   0.99997223  x   0.99991565  =   0.99988788
 NE1247!UTM  17      -   0.99997223  x   0.99995088  =   0.99992311
 NE1247
 NE1247:                Primary Azimuth Mark                     Grid Az
 NE1247:SPC MI S     -  D 06 AZ MK                               357 13 24.0
 NE1247:UTM  17      -  D 06 AZ MK                               359 30 30.4
 NE1247
 NE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3112323391(NAD 83)
 NE1247
 NE1247|---------------------------------------------------------------------|
 NE1247| PID    Reference Object                     Distance      Geod. Az  |
 NE1247|                                                           dddmmss.s |
 NE1247| NE1248 UTICA BEND CORP WATER TANK          APPROX. 2.7 KM 0193600.0 |
 NE1247| CH0929 D 06 RM 1                            28.611 METERS 07503     |
 NE1247| NE1249 TTR 06 1957                          21.213 METERS 08319     |
 NE1247| NE1184 RADIO STATION WBRB CENTER MAST      APPROX. 7.8 KM 1084327.8 |
 NE1247| NE1181 MT CLEMENS MUNICIPAL TANK           APPROX.14.6 KM 1120628.8 |
 NE1247| NE1246 UTICA MUNICIPAL TANK                APPROX. 2.5 KM 1394405.1 |
 NE1247| CH0930 D 06 RM 2                            26.587 METERS 18307     |
 NE1247| CH0928 D 06 AZ MK                                         3580645.2 |
 NE1247|---------------------------------------------------------------------|
 NE1247
 NE1247                          SUPERSEDED SURVEY CONTROL
 NE1247
 NE1247  NAD 83(2007)-  42 38 40.08696(N)    083 03 36.06015(W) AD(2002.00) 1
 NE1247  ELLIP H (06/10/07)  177.095  (m)                       GP(2002.00) 4 1
 NE1247  NAD 83(2007)-  42 38 40.08640(N)    083 03 36.06230(W) AD(2002.00) 0
 NE1247  ELLIP H (02/10/07)  177.065  (m)                       GP(2002.00)    
 NE1247  ELLIP H (07/17/02)  177.107  (m)                       GP(       ) 4 1
 NE1247  NAD 83(1994)-  42 38 40.08647(N)    083 03 36.06100(W) AD(       ) 2
 NE1247  ELLIP H (02/03/97)  177.145  (m)                       GP(       ) 4 1
 NE1247  NAD 83(1986)-  42 38 40.09017(N)    083 03 36.09245(W) AD(       ) 2
 NE1247  NAD 27      -  42 38 39.96350(N)    083 03 36.35890(W) AD(       ) 2
 NE1247  NGVD 29 (07/16/92)  211.6    (m)  UNKNOWN  model used  GPS OBS        
 NE1247
 NE1247.Superseded values are not recommended for survey control.
 NE1247
 NE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1247.See file dsdata.pdf to determine how the superseded data were derived.
 NE1247
 NE1247_MARKER: DS = TRIANGULATION STATION DISK
 NE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1247_STAMPING: D 06 1957
 NE1247_MARK LOGO: CGS
 NE1247_PROJECTION: FLUSH
 NE1247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1247+STABILITY: SURFACE MOTION
 NE1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1247+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2012
 NE1247
 NE1247  HISTORY     - Date     Condition        Report By
 NE1247  HISTORY     - 1957     MONUMENTED       CGS
 NE1247  HISTORY     - 1957     GOOD             CGS
 NE1247  HISTORY     - 1981     GOOD             MIDH
 NE1247  HISTORY     - 19910319 GOOD             MIDH
 NE1247  HISTORY     - 19990417 GOOD             USPSQD
 NE1247  HISTORY     - 19990830 GOOD             USPSQD
 NE1247  HISTORY     - 20060518 GOOD             SPALD
 NE1247  HISTORY     - 20070101 GOOD             MIDT
 NE1247  HISTORY     - 20120216 GOOD             INDIV
 NE1247
 NE1247                          STATION DESCRIPTION
 NE1247
 NE1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1247'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 06, ABOUT 1.5
 NE1247'MILES NORTHWEST OF UTICA.  IT IS 24 FEET WEST OF THE CENTERLINE OF A
 NE1247'TRACK ROAD, 9 FEET EAST OF A WOVEN WIRE FENCE, 11 FEET SOUTHEAST OF A
 NE1247'WHITE WITNESS POST, 57.6 FEET SOUTH OF A WOVEN WIRE FENCE CORNER, 159
 NE1247'FEET NORTHWEST OF THE NORTHWEST OF THE NORTHWEST CORNER OF A GENERATOR
 NE1247'SHED AND 205 FEET NORTH OF THE CENTER OF THE ENTRANCE GATE INTO THE
 NE1247'NIKE SITE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 06 1957.
 NE1247'
 NE1247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND STATE
 NE1247'HIGHWAY 53 IN THE TOWN OF UTICA, GO WEST AND NORTHWEST ON HIGHWAY 59
 NE1247'FOR 3.85 MILES TO A GRAVELED SIDE ROAD RIGHT (WOODALL).  TURN RIGHT
 NE1247'AND GO NORTH ON WOODALL FOR 0.95 MILE TO THE ENTRANCE GATE INTO THE
 NE1247'NIKE SITE ON THE RIGHT AND THE STATION AS DESCRIBED.
 NE1247'
 NE1247'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE GATE INTO THE NIKE SITE,
 NE1247'GO NORTH ON THE GRAVELED ROAD (WOODALL) FOR 0.3 MILE TO WHERE THE ROAD
 NE1247'TURNS WEST AND THE MARK ON THE RIGHT ON THE EAST SIDE OF A LAWN.
 NE1247'
 NE1247'REFERENCE MARK 1 IS 73 FEET SOUTH OF A WOVEN WIRE FENCE, 12 FEET EAST
 NE1247'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION 6 FEET NORTH OF THE
 NE1247'NORTH EDGE OF A CONCRETE SIDEWALK AND 103 FEET EAST OF THE WHITE
 NE1247'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 06 NO 1
 NE1247'1957.
 NE1247'
 NE1247'REFERENCE MARK 2 IS 0.5 FOOT EAST OF A WOVEN WIRE FENCE, 13 FEET WEST
 NE1247'OF THE CENTERLINE OF THE TRACK ROAD, 39 FEET NORTH OF A POWER LINE
 NE1247'POLE, 104 FEET SOUTH OF THE WHITE WITNESS POST AND 118 FEET NORTH OF
 NE1247'THE CENTER OF THE ENTRANCE GATE.  THE MONUMENT IS FLUSH AND THE DISK
 NE1247'IS STAMPED D 06 NO 2 1957.
 NE1247'
 NE1247'THE AZIMUTH MARK IS 5 FEET EAST OF A WHITE WITNESS POST, 5 FEET EAST
 NE1247'OF A POWER LINE POLE, 67 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NE1247'FRAME HOUSE, 53 FEET NORTH OF A FENCE AND 100 FEET NORTHEAST OF THE
 NE1247'CENTERLINE OF THE GRAVELED ROAD (THIS IS WHERE THE ROAD TURN WEST).
 NE1247'
 NE1247'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1247
 NE1247                          STATION RECOVERY (1957)
 NE1247
 NE1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (1981)
 NE1247
 NE1247'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NE1247'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 NE1247'DESCRIBED.  REFERENCE MARKS WERE NOT SEARCHED FOR.  TO REACH AND 1957
 NE1247'DESCRIPTION ARE ADQUATE.
 NE1247
 NE1247                          STATION RECOVERY (1991)
 NE1247
 NE1247'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1247'STATION IS LOCATED IN QUAD 420831, IN THE SOUTHEAST 1/4 OF SECTION 29,
 NE1247'T-3-N, R-12-E, SHELBY TOWNSHIP, MACOMB COUNTY. IT IS ABOUT 5 MILES
 NE1247'SOUTHEAST OF ROCHESTER, 1-1/2 MILES NORTHWEST OF UTICA, ON THE UTICA
 NE1247'QUADRANGLE MAP, AND ON THE PROPERTY OF THE ROCHESTER-UTICA RECREATION
 NE1247'AREA, 45711 WOODALL ROAD, UTICA, MICHIGAN 48087, PHONE 313-731-2110.
 NE1247'THIS PROPERTY IS AND OLD ABANDONED NIKE BASE SITE.
 NE1247'
 NE1247'TO REACH FROM THE MICHIGAN HIGHWAY 59 AND MOUND ROAD INTERSECTION EAST
 NE1247'OF UTICA, GO NORTH ON MOUND ROAD FOR 1.15 MI (1.85 KM) TO WHERE IT
 NE1247'TURNS WEST BECOMING AUBURN ROAD, AND A  T-INTERSECTION ON THE RIGHT
 NE1247'(WOODALL ROAD).  TURN RIGHT GOING NORTH ON WOODALL ROAD FOR 0.3 MI
 NE1247'(0.5 KM) TO THE ROCHESTER-UTICA RECREATIONAL SNOWMOBILE PARKING LOT ON
 NE1247'THE RIGHT. TURN RIGHT PASSING THRU GATE INTO PARKING LOT, BEARING LEFT
 NE1247'GOING NORTH THROUGH A SECOND GATE ALONG FENCE LINE FOR 0.05 MI
 NE1247'(0.08 KM) TO STATION AS DESCRIBED.
 NE1247'
 NE1247'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 99.1 FT (30.2 M)
 NE1247'NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 66.3 FT (20.2 M)
 NE1247'WEST OF A CONCRETE SILO, 57.5 FT (17.5 M) SOUTH OF THE NORTHWEST
 NE1247'CORNER OF THE CHAIN LINK FENCE, 9.0 FT (2.7 M) EAST OF THE CHAIN LINK
 NE1247'FENCE, AND 1.2 FT (0.4 M) WEST OF A NGS CARSONITE WITNESS POST.
 NE1247
 NE1247                          STATION RECOVERY (1999)
 NE1247
 NE1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (1999)
 NE1247
 NE1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (2006)
 NE1247
 NE1247'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1247'TO REACH THE STATION FROM MICHIGAN HIGHWAY 59 AND MOUND ROAD
 NE1247'INTERSECTION, GO NORTH ON MOUND ROAD 0.6 MI TO WHERE IT TURNS WEST
 NE1247'BECOMING AUBURN ROAD, CONTINUE ON AUBURN ROAD 1.2 MI TO RYAN ROAD.
 NE1247'TURN RIGHT GO NORTH 0.7 MI TO RIVER BEND ROAD.  TURN RIGHT GO 0.8 MI
 NE1247'TO AN ASPHALT PARKING LOT.  TURN LEFT GO 50 FT AND TURN LEFT GO 100 FT
 NE1247'THROUGH A CHAIN LINK FENCE.  THE STATION IS ON THE LEFT IN THE
 NE1247'MIDDLE OF FOUR 4  WOOD POSTS.  THE STATION IS 99 FT NORTH OF THE
 NE1247'SOUTHWEST CORNER OF A CHAIN LINK FENCE, 57.5 FT SOUTH OF THE
 NE1247'NORTHWEST CORNER OF THE CHAIN LINK FENCE, AND 9 FT EAST OF THE CHAIN
 NE1247'LINK FENCE.  THE CONCRETE SILO IS NO LONGER IN SIGHT.
 NE1247
 NE1247                          STATION RECOVERY (2007)
 NE1247
 NE1247'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (JDB)
 NE1247'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE1247'1.52 METERS (5.0 FEET) SOUTHEAST OF A CARSONITE WITNESS POST.
 NE1247
 NE1247                          STATION RECOVERY (2012)
 NE1247
 NE1247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ALG)
 NE1247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0598 ***********************************************************************
 NE0598  DESIGNATION -  D 10
 NE0598  PID         -  NE0598
 NE0598  STATE/COUNTY-  MI/WAYNE
 NE0598  COUNTRY     -  US
 NE0598  USGS QUAD   -  DEARBORN (2017)
 NE0598
 NE0598                         *CURRENT SURVEY CONTROL
 NE0598  ______________________________________________________________________
 NE0598* NAD 83(1986) POSITION- 42 16 52.     (N) 083 07 42.     (W)   SCALED
 NE0598* NAVD 88 ORTHO HEIGHT -   176.045 (meters)      577.57  (feet) ADJUSTED
 NE0598  ______________________________________________________________________
 NE0598  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 NE0598  DYNAMIC HEIGHT  -        175.992 (meters)      577.40  (feet) COMP
 NE0598  MODELED GRAVITY -    980,315.7   (mgal)                       NAVD 88
 NE0598
 NE0598  VERT ORDER      -  FIRST     CLASS 0
 NE0598
 NE0598.The horizontal coordinates were scaled from a map and have
 NE0598.an estimated accuracy of +/- 6 seconds.
 NE0598
 NE0598.The orthometric height was determined by differential leveling and
 NE0598.adjusted by the NATIONAL GEODETIC SURVEY
 NE0598.in June 1991.
 NE0598
 NE0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0598.GEOID18 height accuracy estimate available here.
 NE0598
 NE0598.Click photographs - Photos may exist for this station.
 NE0598
 NE0598.The dynamic height is computed by dividing the NAVD 88
 NE0598.geopotential number by the normal gravity value computed on the
 NE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0598.degrees latitude (g = 980.6199 gals.).
 NE0598
 NE0598.The modeled gravity was interpolated from observed gravity values.
 NE0598
 NE0598;                    North         East    Units  Estimated Accuracy
 NE0598;SPC MI S     -    87,520.    4,102,140.      MT  (+/- 180 meters Scaled)
 NE0598
 NE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG245831(NAD 83)
 NE0598
 NE0598                          SUPERSEDED SURVEY CONTROL
 NE0598
 NE0598  NGVD 29 (11/26/84)  176.220  (m)          578.15   (f) ADJUSTED    1 0
 NE0598
 NE0598.Superseded values are not recommended for survey control.
 NE0598
 NE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0598.See file dsdata.pdf to determine how the superseded data were derived.
 NE0598
 NE0598_MARKER: DD = SURVEY DISK
 NE0598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0598_SP_SET: BRIDGE ABUTMENT
 NE0598_STAMPING: D 10 1932 MCK
 NE0598_MARK LOGO: USLS
 NE0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0598
 NE0598  HISTORY     - Date     Condition        Report By
 NE0598  HISTORY     - 1932     MONUMENTED       USLS
 NE0598  HISTORY     - 1954     GOOD             CGS
 NE0598  HISTORY     - 1977     GOOD             NGS
 NE0598  HISTORY     - 1980     GOOD             NGS
 NE0598  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0598  HISTORY     - 19921008 GOOD             LOCENG
 NE0598
 NE0598                          STATION DESCRIPTION
 NE0598
 NE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0598'AT DETROIT.
 NE0598'AT DETROIT, IN THE SOUTH PART OF TOWN, AT THE JEFFERSON AVENUE
 NE0598'DRAW BRIDGE OVER RIVER ROUGE, ABOUT 50 FEET SOUTHWEST OF NORTHEAST
 NE0598'BANK OF RIVER, ABOUT 7 FEET BELOW LEVEL OF BRIDGE SIDE WALK,
 NE0598'1 FOOT NORTHWEST OF SOUTHEAST EDGE OF ABUTMENT, IN THE TOP OF
 NE0598'LOWER CONCRETE PART OF ABUTMENT, 3/4 FEET SOUTHEAST OF SOUTHEAST
 NE0598'STONE FACE OF BRIDGE, 2 FEET EAST OF NORTHEAST END OF GLASS
 NE0598'PART OF SOUTHEAST FACE OF BRIDGE.
 NE0598
 NE0598                          STATION RECOVERY (1977)
 NE0598
 NE0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0598'RECOVERED IN GOOD CONDITION.
 NE0598
 NE0598                          STATION RECOVERY (1980)
 NE0598
 NE0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0598'RECOVERED IN GOOD CONDITION.
 NE0598
 NE0598                          STATION RECOVERY (1989)
 NE0598
 NE0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0598'MARK NOT FOUND.
 NE0598
 NE0598                          STATION RECOVERY (1992)
 NE0598
 NE0598'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0598'STATION IS LOCATED IN QUAD.  420832.  IN THE NORTHEASTERLY PORTION OF
 NE0598'PRIVATE CLAIM 114, T-2-S, R-11-E, IN THE CITY OF DETROIT, WAYNE
 NE0598'COUNTY, AT THE BRIDGE OVER THE ROUGE RIVER AND JEFFERSON AVENUE ON
 NE0598'THE DEARBORN QUADRANGLE MAP.  TO REACH THE STATION FROM THE
 NE0598'INTERSTATE 75 AND SCHAEFER ROAD GO EAST ON SCHAEFER ROAD 1.1 MILES
 NE0598'(1.8 KM) TO JEFFERSON AVENUE.  GO NORTH ON JEFFERSON AVENUE 0.6 MI
 NE0598'(1.0 KM) TO THE BRIDGE OVER THE ROUGE RIVER.  STATION IS ON THE
 NE0598'SOUTHEAST EDGE OF THE NORTH ABUTMENT.  STATION IS ABOUT 50 FT (15.2
 NE0598'M) SOUTHWEST OF THE NORTHEAST BANK OF RIVER, ABOUT 7 FT (2.1 M) BELOW
 NE0598'LEVEL OF BRIDGE WALK, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF
 NE0598'ABUTMENT, IN THE TOP OF LOWER CONCRETE PART OF ABUTMENT, 0.8 FT (24.4
 NE0598'CM) SOUTHEAST OF THE SOUTHEAST STONE FACE OF BRIDGE.  DESCRIBED BY K.
 NE0598'S. WILKERSON, P.S. AND P.E., O.H.M.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0090 ***********************************************************************
 OJ0090  DESIGNATION -  D 102
 OJ0090  PID         -  OJ0090
 OJ0090  STATE/COUNTY-  MI/SANILAC
 OJ0090  COUNTRY     -  US
 OJ0090  USGS QUAD   -  SANDUSKY (2017)
 OJ0090
 OJ0090                         *CURRENT SURVEY CONTROL
 OJ0090  ______________________________________________________________________
 OJ0090* NAD 83(1986) POSITION- 43 25 19.     (N) 082 48 20.     (W)   SCALED
 OJ0090* NAVD 88 ORTHO HEIGHT -   232.636 (meters)      763.24  (feet) ADJUSTED
 OJ0090  ______________________________________________________________________
 OJ0090  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 OJ0090  DYNAMIC HEIGHT  -        232.589 (meters)      763.09  (feet) COMP
 OJ0090  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 OJ0090
 OJ0090  VERT ORDER      -  SECOND    CLASS 0
 OJ0090
 OJ0090.The horizontal coordinates were scaled from a map and have
 OJ0090.an estimated accuracy of +/- 6 seconds.
 OJ0090
 OJ0090.The orthometric height was determined by differential leveling and
 OJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0090.in June 1991.
 OJ0090
 OJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0090.GEOID18 height accuracy estimate available here.
 OJ0090
 OJ0090.Click photographs - Photos may exist for this station.
 OJ0090
 OJ0090.The dynamic height is computed by dividing the NAVD 88
 OJ0090.geopotential number by the normal gravity value computed on the
 OJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0090.degrees latitude (g = 980.6199 gals.).
 OJ0090
 OJ0090.The modeled gravity was interpolated from observed gravity values.
 OJ0090
 OJ0090;                    North         East    Units  Estimated Accuracy
 OJ0090;SPC MI S     -   214,660.    4,126,410.      MT  (+/- 180 meters Scaled)
 OJ0090
 OJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ538092(NAD 83)
 OJ0090
 OJ0090                          SUPERSEDED SURVEY CONTROL
 OJ0090
 OJ0090  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    2 0
 OJ0090
 OJ0090.Superseded values are not recommended for survey control.
 OJ0090
 OJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0090.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0090
 OJ0090_MARKER: DB = BENCH MARK DISK
 OJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0090_STAMPING: D 102 1934
 OJ0090_MARK LOGO: CGS
 OJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0090+STABILITY: SURFACE MOTION
 OJ0090
 OJ0090  HISTORY     - Date     Condition        Report By
 OJ0090  HISTORY     - 1934     MONUMENTED       CGS
 OJ0090  HISTORY     - 1938     GOOD             CGS
 OJ0090  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0090
 OJ0090                          STATION DESCRIPTION
 OJ0090
 OJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OJ0090'1.2 MI E FROM SANDUSKY.
 OJ0090'1.2 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COURTHOUSE AT
 OJ0090'SANDUSKY, SANILAC COUNTY, 75 YARDS NORTHWEST OF A TWO-STORY
 OJ0090'DWELLING 42 YARDS WEST OF THE NORTHWEST CORNER OF A CONCRETE
 OJ0090'CULVERT, 16 YARDS WEST OF A POWER-TRANSMISSION LINE POLE, 22
 OJ0090'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 OJ0090'HIGHWAY.  A STANDARD DISK, STAMPED D 102 1934 AND SET IN THE
 OJ0090'TOP OF A CONCRETE POST.
 OJ0090
 OJ0090                          STATION RECOVERY (1994)
 OJ0090
 OJ0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0053 ***********************************************************************
 OK0053  DESIGNATION -  D 103
 OK0053  PID         -  OK0053
 OK0053  STATE/COUNTY-  MI/GRATIOT
 OK0053  COUNTRY     -  US
 OK0053  USGS QUAD   -  ASHLEY (2017)
 OK0053
 OK0053                         *CURRENT SURVEY CONTROL
 OK0053  ______________________________________________________________________
 OK0053* NAD 83(1986) POSITION- 43 11 15.52   (N) 084 28 36.16   (W)   HD_HELD1
 OK0053* NAVD 88 ORTHO HEIGHT -   203.947 (meters)      669.12  (feet) ADJUSTED
 OK0053  ______________________________________________________________________
 OK0053  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 OK0053  DYNAMIC HEIGHT  -        203.907 (meters)      668.98  (feet) COMP
 OK0053  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 OK0053
 OK0053  VERT ORDER      -  SECOND    CLASS 0
 OK0053
 OK0053.The horizontal coordinates were determined by differentially corrected
 OK0053.hand held GPS observations or other comparable positioning techniques
 OK0053.and have an estimated accuracy of +/- 3 meters.
 OK0053
 OK0053.The orthometric height was determined by differential leveling and
 OK0053.adjusted by the NATIONAL GEODETIC SURVEY
 OK0053.in June 1991.
 OK0053
 OK0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0053.GEOID18 height accuracy estimate available here.
 OK0053
 OK0053.Click photographs - Photos may exist for this station.
 OK0053
 OK0053.The dynamic height is computed by dividing the NAVD 88
 OK0053.geopotential number by the normal gravity value computed on the
 OK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0053.degrees latitude (g = 980.6199 gals.).
 OK0053
 OK0053.The modeled gravity was interpolated from observed gravity values.
 OK0053
 OK0053;                    North         East    Units  Estimated Accuracy
 OK0053;SPC MI S     -   187,466.9   3,991,054.9     MT  (+/- 3 meters HH1 GPS) 
 OK0053
 OK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0504684743(NAD 83)
 OK0053
 OK0053                          SUPERSEDED SURVEY CONTROL
 OK0053
 OK0053  NGVD 29 (??/??/92)  204.113  (m)          669.66   (f) ADJ UNCH    2 0
 OK0053
 OK0053.Superseded values are not recommended for survey control.
 OK0053
 OK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0053.See file dsdata.pdf to determine how the superseded data were derived.
 OK0053
 OK0053_MARKER: DB = BENCH MARK DISK
 OK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0053_STAMPING: D 103 1934
 OK0053_MARK LOGO: CGS
 OK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0053+STABILITY: SURFACE MOTION
 OK0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0053+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 OK0053
 OK0053  HISTORY     - Date     Condition        Report By
 OK0053  HISTORY     - 1934     MONUMENTED       CGS
 OK0053  HISTORY     - 1964     GOOD             USGS
 OK0053  HISTORY     - 19920804 GOOD             USPSQD
 OK0053  HISTORY     - 20010620 GOOD             USPSQD
 OK0053  HISTORY     - 20040301 GOOD             ROWEIN
 OK0053
 OK0053                          STATION DESCRIPTION
 OK0053
 OK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0053'AT ASHLEY.
 OK0053'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 40 YARDS
 OK0053'WEST OF THE STATION, AT THE JUNCTION OF THE GRAND TRUNK RAILWAY,
 OK0053'30 YARDS NORTHWEST OF A ROAD CROSSING THE GRAND TRUNK TRACKS,
 OK0053'17 YARDS EAST OF THE EAST RAIL OF THE GRAND TRUNK RAILWAY, AND
 OK0053'8 YARDS EAST OF A TOOL SHED.  A STANDARD DISK, STAMPED D 103 1934
 OK0053'AND SET IN THE TOP OF A CONCRETE POST.
 OK0053
 OK0053                          STATION RECOVERY (1964)
 OK0053
 OK0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (1992)
 OK0053
 OK0053'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (2001)
 OK0053
 OK0053'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (2004)
 OK0053
 OK0053'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RLS)
 OK0053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0015 ***********************************************************************
 NF0015  DESIGNATION -  D 104
 NF0015  PID         -  NF0015
 NF0015  STATE/COUNTY-  MI/INGHAM
 NF0015  COUNTRY     -  US
 NF0015  USGS QUAD   -  DANSVILLE (2017)
 NF0015
 NF0015                         *CURRENT SURVEY CONTROL
 NF0015  ______________________________________________________________________
 NF0015* NAD 83(1986) POSITION- 42 36 04.     (N) 084 16 45.     (W)   SCALED
 NF0015* NAVD 88 ORTHO HEIGHT -   281.232 (meters)      922.68  (feet) ADJUSTED
 NF0015  ______________________________________________________________________
 NF0015  GEOID HEIGHT    -        -33.532 (meters)                     GEOID18
 NF0015  DYNAMIC HEIGHT  -        281.151 (meters)      922.41  (feet) COMP
 NF0015  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NF0015
 NF0015  VERT ORDER      -  SECOND    CLASS 0
 NF0015
 NF0015.The horizontal coordinates were scaled from a map and have
 NF0015.an estimated accuracy of +/- 6 seconds.
 NF0015
 NF0015.The orthometric height was determined by differential leveling and
 NF0015.adjusted by the NATIONAL GEODETIC SURVEY
 NF0015.in June 1991.
 NF0015
 NF0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0015.GEOID18 height accuracy estimate available here.
 NF0015
 NF0015.Click photographs - Photos may exist for this station.
 NF0015
 NF0015.The dynamic height is computed by dividing the NAVD 88
 NF0015.geopotential number by the normal gravity value computed on the
 NF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0015.degrees latitude (g = 980.6199 gals.).
 NF0015
 NF0015.The modeled gravity was interpolated from observed gravity values.
 NF0015
 NF0015;                    North         East    Units  Estimated Accuracy
 NF0015;SPC MI S     -   122,310.    4,007,180.      MT  (+/- 180 meters Scaled)
 NF0015
 NF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN232201(NAD 83)
 NF0015
 NF0015                          SUPERSEDED SURVEY CONTROL
 NF0015
 NF0015  NGVD 29 (??/??/92)  281.361  (m)          923.10   (f) ADJ UNCH    2 0
 NF0015
 NF0015.Superseded values are not recommended for survey control.
 NF0015
 NF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0015.See file dsdata.pdf to determine how the superseded data were derived.
 NF0015
 NF0015_MARKER: DB = BENCH MARK DISK
 NF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0015_STAMPING: D 104 1934
 NF0015_MARK LOGO: CGS
 NF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0015+STABILITY: SURFACE MOTION
 NF0015
 NF0015  HISTORY     - Date     Condition        Report By
 NF0015  HISTORY     - 1934     MONUMENTED       CGS
 NF0015  HISTORY     - 1958     GOOD             CGS
 NF0015  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0015  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0015  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0015
 NF0015                          STATION DESCRIPTION
 NF0015
 NF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0015'11.4 MI E FROM MASON.
 NF0015'11.4 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE AT
 NF0015'MASON, INGHAM COUNTY, 62 YARDS EAST OF THE INTERSECTION WITH
 NF0015'COUNTY HIGHWAY 497, 58 YARDS NORTHEAST OF A SMALL STORE IN THE
 NF0015'SOUTHEAST QUADRANT OF THE INTERSECTION, 25 FEET NORTH OF THE
 NF0015'CENTERLINE OF THE HIGHWAY, AND 7.8 FEET SOUTH OF THE RIGHT-OF-WAY
 NF0015'FENCE.  A STANDARD DISK, STAMPED D 104 1934 AND SET IN THE TOP OF
 NF0015'A CONCRETE POST.
 NF0015
 NF0015                          STATION RECOVERY (1958)
 NF0015
 NF0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 NF0015'RECOVERED IN GOOD CONDITION.
 NF0015
 NF0015                          STATION RECOVERY (1977)
 NF0015
 NF0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0015'MARK NOT FOUND.
 NF0015
 NF0015                          STATION RECOVERY (2003)
 NF0015
 NF0015'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0015'MARK NOT FOUND.
 NF0015
 NF0015                          STATION RECOVERY (2005)
 NF0015
 NF0015'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0015'WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0398 ***********************************************************************
 NE0398  DESIGNATION -  D 107
 NE0398  PID         -  NE0398
 NE0398  STATE/COUNTY-  MI/OAKLAND
 NE0398  COUNTRY     -  US
 NE0398  USGS QUAD   -  UTICA (2017)
 NE0398
 NE0398                         *CURRENT SURVEY CONTROL
 NE0398  ______________________________________________________________________
 NE0398* NAD 83(1986) POSITION- 42 40 54.     (N) 083 06 57.     (W)   SCALED
 NE0398* NAVD 88 ORTHO HEIGHT -   215.260 (meters)      706.23  (feet) ADJUSTED
 NE0398  ______________________________________________________________________
 NE0398  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 NE0398  DYNAMIC HEIGHT  -        215.195 (meters)      706.02  (feet) COMP
 NE0398  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 NE0398
 NE0398  VERT ORDER      -  SECOND    CLASS 0
 NE0398
 NE0398.The horizontal coordinates were scaled from a map and have
 NE0398.an estimated accuracy of +/- 6 seconds.
 NE0398
 NE0398.The orthometric height was determined by differential leveling and
 NE0398.adjusted by the NATIONAL GEODETIC SURVEY
 NE0398.in June 1991.
 NE0398
 NE0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0398.GEOID18 height accuracy estimate available here.
 NE0398
 NE0398.Click photographs - Photos may exist for this station.
 NE0398
 NE0398.The dynamic height is computed by dividing the NAVD 88
 NE0398.geopotential number by the normal gravity value computed on the
 NE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0398.degrees latitude (g = 980.6199 gals.).
 NE0398
 NE0398.The modeled gravity was interpolated from observed gravity values.
 NE0398
 NE0398;                    North         East    Units  Estimated Accuracy
 NE0398;SPC MI S     -   132,020.    4,102,510.      MT  (+/- 180 meters Scaled)
 NE0398
 NE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH266276(NAD 83)
 NE0398
 NE0398                          SUPERSEDED SURVEY CONTROL
 NE0398
 NE0398  NGVD 29 (??/??/92)  215.405  (m)          706.71   (f) ADJ UNCH    2 0
 NE0398
 NE0398.Superseded values are not recommended for survey control.
 NE0398
 NE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0398.See file dsdata.pdf to determine how the superseded data were derived.
 NE0398
 NE0398_MARKER: DB = BENCH MARK DISK
 NE0398_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0398+WITH SETTING: PAVEMENT
 NE0398_SP_SET: SEMAPHORE BASE
 NE0398_STAMPING: B 107 1934
 NE0398_MARK LOGO: CGS
 NE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0398+STABILITY: SURFACE MOTION
 NE0398
 NE0398  HISTORY     - Date     Condition        Report By
 NE0398  HISTORY     - 1934     MONUMENTED       CGS
 NE0398  HISTORY     - 1940     GOOD             CGS
 NE0398  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0398
 NE0398                          STATION DESCRIPTION
 NE0398
 NE0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0398'1.1 MI E FROM ROCHESTER.
 NE0398'1.1 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0398'STATION AT ROCHESTER, OAKLAND COUNTY, AT THE JUNCTION OF THE
 NE0398'MICHIGAN CENTRAL RAILROAD, 22 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0398'CORNER OF A PARKE DAVIS COMPANY WAREHOUSE, 27 FEET NORTHWEST
 NE0398'OF THE NORTHWEST CORNER OF A CONCRETE CABLE HOUSE, IN THE TOP OF
 NE0398'AN ABANDONED SEMAPHORE BASE, 7 FEET SOUTH OF THE SOUTHEAST RAIL,
 NE0398'AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 NE0398'DISK, STAMPED B 107 1934.
 NE0398
 NE0398                          STATION RECOVERY (1999)
 NE0398
 NE0398'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0149 ***********************************************************************
 NF0149  DESIGNATION -  D 109
 NF0149  PID         -  NF0149
 NF0149  STATE/COUNTY-  MI/JACKSON
 NF0149  COUNTRY     -  US
 NF0149  USGS QUAD   -  JACKSON SOUTH (2017)
 NF0149
 NF0149                         *CURRENT SURVEY CONTROL
 NF0149  ______________________________________________________________________
 NF0149* NAD 83(1986) POSITION- 42 13 12.     (N) 084 23 00.     (W)   SCALED
 NF0149* NAVD 88 ORTHO HEIGHT -   291.123 (meters)      955.13  (feet) ADJUSTED
 NF0149  ______________________________________________________________________
 NF0149  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 NF0149  DYNAMIC HEIGHT  -        291.018 (meters)      954.78  (feet) COMP
 NF0149  MODELED GRAVITY -    980,252.1   (mgal)                       NAVD 88
 NF0149
 NF0149  VERT ORDER      -  SECOND    CLASS 0
 NF0149
 NF0149.The horizontal coordinates were scaled from a map and have
 NF0149.an estimated accuracy of +/- 6 seconds.
 NF0149
 NF0149.The orthometric height was determined by differential leveling and
 NF0149.adjusted by the NATIONAL GEODETIC SURVEY
 NF0149.in June 1991.
 NF0149
 NF0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0149.GEOID18 height accuracy estimate available here.
 NF0149
 NF0149.Click photographs - Photos may exist for this station.
 NF0149
 NF0149.The dynamic height is computed by dividing the NAVD 88
 NF0149.geopotential number by the normal gravity value computed on the
 NF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0149.degrees latitude (g = 980.6199 gals.).
 NF0149
 NF0149.The modeled gravity was interpolated from observed gravity values.
 NF0149
 NF0149;                    North         East    Units  Estimated Accuracy
 NF0149;SPC MI S     -    79,980.    3,998,620.      MT  (+/- 180 meters Scaled)
 NF0149
 NF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM159775(NAD 83)
 NF0149
 NF0149                          SUPERSEDED SURVEY CONTROL
 NF0149
 NF0149  NGVD 29 (??/??/92)  291.243  (m)          955.52   (f) ADJ UNCH    2 0
 NF0149
 NF0149.Superseded values are not recommended for survey control.
 NF0149
 NF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0149.See file dsdata.pdf to determine how the superseded data were derived.
 NF0149
 NF0149_MARKER: DB = BENCH MARK DISK
 NF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0149_STAMPING: D 109 1934
 NF0149_MARK LOGO: CGS
 NF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0149+STABILITY: SURFACE MOTION
 NF0149
 NF0149  HISTORY     - Date     Condition        Report By
 NF0149  HISTORY     - 1934     MONUMENTED       CGS
 NF0149  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0149
 NF0149                          STATION DESCRIPTION
 NF0149
 NF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0149'2.9 MI S FROM JACKSON.
 NF0149'2.9 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0149'THE STATION AT JACKSON, JACKSON COUNTY, 73.5 FEET NORTHEAST OF
 NF0149'THE CENTERLINE OF STATE HIGHWAY 50, 45 FEET WEST OF POLE 2+09,
 NF0149'10.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1 FOOT HIGHER
 NF0149'THAN THE TRACK.  A STANDARD DISK, STAMPED D 109 1934 AND SET IN
 NF0149'THE TOP OF A CONCRETE POST.
 NF0149
 NF0149                          STATION RECOVERY (1971)
 NF0149
 NF0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0217 ***********************************************************************
 NF0217  DESIGNATION -  D 11
 NF0217  PID         -  NF0217
 NF0217  STATE/COUNTY-  MI/CALHOUN
 NF0217  COUNTRY     -  US
 NF0217  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0217
 NF0217                         *CURRENT SURVEY CONTROL
 NF0217  ______________________________________________________________________
 NF0217* NAD 83(1986) POSITION- 42 14 54.     (N) 084 43 20.     (W)   SCALED
 NF0217* NAVD 88 ORTHO HEIGHT -   290.390 (meters)      952.72  (feet) ADJUSTED
 NF0217  ______________________________________________________________________
 NF0217  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 NF0217  DYNAMIC HEIGHT  -        290.288 (meters)      952.39  (feet) COMP
 NF0217  MODELED GRAVITY -    980,262.9   (mgal)                       NAVD 88
 NF0217
 NF0217  VERT ORDER      -  FIRST     CLASS II
 NF0217
 NF0217.The horizontal coordinates were scaled from a map and have
 NF0217.an estimated accuracy of +/- 6 seconds.
 NF0217
 NF0217.The orthometric height was determined by differential leveling and
 NF0217.adjusted by the NATIONAL GEODETIC SURVEY
 NF0217.in June 1991.
 NF0217
 NF0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0217.GEOID18 height accuracy estimate available here.
 NF0217
 NF0217.Click photographs - Photos may exist for this station.
 NF0217
 NF0217.The dynamic height is computed by dividing the NAVD 88
 NF0217.geopotential number by the normal gravity value computed on the
 NF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0217.degrees latitude (g = 980.6199 gals.).
 NF0217
 NF0217.The modeled gravity was interpolated from observed gravity values.
 NF0217
 NF0217;                    North         East    Units  Estimated Accuracy
 NF0217;SPC MI S     -    83,190.    3,970,660.      MT  (+/- 180 meters Scaled)
 NF0217
 NF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM879798(NAD 83)
 NF0217
 NF0217                          SUPERSEDED SURVEY CONTROL
 NF0217
 NF0217  NGVD 29 (??/??/92)  290.516  (m)          953.13   (f) ADJ UNCH    1 2
 NF0217
 NF0217.Superseded values are not recommended for survey control.
 NF0217
 NF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0217.See file dsdata.pdf to determine how the superseded data were derived.
 NF0217
 NF0217_MARKER: DB = BENCH MARK DISK
 NF0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0217_STAMPING: ELEV 953.135 FT D 11 1916
 NF0217_MARK LOGO: CGS
 NF0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0217+STABILITY: SURFACE MOTION
 NF0217
 NF0217  HISTORY     - Date     Condition        Report By
 NF0217  HISTORY     - 1916     MONUMENTED       CGS
 NF0217  HISTORY     - 1944     GOOD             CGS
 NF0217  HISTORY     - 1977     MARK NOT FOUND   USGS
 NF0217  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0217
 NF0217                          STATION DESCRIPTION
 NF0217
 NF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NF0217'1.9 MI E FROM ALBION.
 NF0217'1.9 MILES EAST ALONG THE MICHIGAN RAILROAD FROM THE STATION
 NF0217'AT ALBION, CALHOUN COUNTY, 0.3 MILE EAST OF A ROAD CROSSING,
 NF0217'95.4 FEET NORTH OF THE NORTH RAIL, 5 YARDS EAST OF A PROPERTY
 NF0217'LINE, AND AT THE NORTH EDGE OF A HIGHWAY.  A STANDARD DISK,
 NF0217'STAMPED ELEV 953.135 FT D 11 1916 AND SET IN THE TOP OF A
 NF0217'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NF0217
 NF0217                          STATION RECOVERY (1977)
 NF0217
 NF0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NF0217'MARK NOT FOUND.
 NF0217
 NF0217                          STATION RECOVERY (1985)
 NF0217
 NF0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0594 ***********************************************************************
 NE0594  DESIGNATION -  D 11 USLS
 NE0594  PID         -  NE0594
 NE0594  STATE/COUNTY-  MI/WAYNE
 NE0594  COUNTRY     -  US
 NE0594  USGS QUAD   -  DEARBORN (2017)
 NE0594
 NE0594                         *CURRENT SURVEY CONTROL
 NE0594  ______________________________________________________________________
 NE0594* NAD 83(1986) POSITION- 42 15 53.     (N) 083 08 07.     (W)   SCALED
 NE0594* NAVD 88 ORTHO HEIGHT -   178.657 (meters)      586.14  (feet) ADJUSTED
 NE0594  ______________________________________________________________________
 NE0594  GEOID HEIGHT    -        -34.579 (meters)                     GEOID18
 NE0594  DYNAMIC HEIGHT  -        178.603 (meters)      585.97  (feet) COMP
 NE0594  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 NE0594
 NE0594  VERT ORDER      -  FIRST     CLASS II
 NE0594
 NE0594.The horizontal coordinates were scaled from a map and have
 NE0594.an estimated accuracy of +/- 6 seconds.
 NE0594
 NE0594.The orthometric height was determined by differential leveling and
 NE0594.adjusted by the NATIONAL GEODETIC SURVEY
 NE0594.in June 1991.
 NE0594
 NE0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0594.GEOID18 height accuracy estimate available here.
 NE0594
 NE0594.Click photographs - Photos may exist for this station.
 NE0594
 NE0594.The dynamic height is computed by dividing the NAVD 88
 NE0594.geopotential number by the normal gravity value computed on the
 NE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0594.degrees latitude (g = 980.6199 gals.).
 NE0594
 NE0594.The modeled gravity was interpolated from observed gravity values.
 NE0594
 NE0594;                    North         East    Units  Estimated Accuracy
 NE0594;SPC MI S     -    85,690.    4,101,590.      MT  (+/- 180 meters Scaled)
 NE0594
 NE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG238813(NAD 83)
 NE0594
 NE0594                          SUPERSEDED SURVEY CONTROL
 NE0594
 NE0594  NGVD 29 (??/??/92)  178.828  (m)          586.70   (f) ADJ UNCH    1 2
 NE0594
 NE0594.Superseded values are not recommended for survey control.
 NE0594
 NE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0594.See file dsdata.pdf to determine how the superseded data were derived.
 NE0594
 NE0594_MARKER: DD = SURVEY DISK
 NE0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0594_SP_SET: STONE WINDOW SILL
 NE0594_STAMPING: D 11 1932 MCK
 NE0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0594
 NE0594  HISTORY     - Date     Condition        Report By
 NE0594  HISTORY     - 1932     MONUMENTED       USLS
 NE0594  HISTORY     - 1954     GOOD             CGS
 NE0594  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0594  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0594
 NE0594                          STATION DESCRIPTION
 NE0594
 NE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0594'AT RIVER ROUGE.
 NE0594'AT RIVER ROUGE, IN THE SOUTHEAST PART OF TOWN, ONE BLOCK SOUTHEAST
 NE0594'OF WEST JEFFERSON AVENUE, ALONG NORTHWEST SIDE OF GENESSEE STREET
 NE0594'BETWEEN STONER AND ABBOTT STREETS, 31 1/2 FEET NORTHWEST OF
 NE0594'NORTHWEST CURB OF GENESSEE STREET, 104 FEET NORTHEAST OF
 NE0594'NORTHEAST CURB OF STONER STREET, SET VERTICALLY IN THE SOUTHEAST
 NE0594'FACE AT SOUTHWEST END OF STONE WINDOW SILL OF THE THIRD WINDOW
 NE0594'SOUTHWEST OF SOUTHEAST ENTRANCE DOOR TO ANN VISGER SCHOOL
 NE0594'BUILDING AND 4.1 FEET ABOVE GROUND.
 NE0594
 NE0594                          STATION RECOVERY (1980)
 NE0594
 NE0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0594'NOT RECOVERED,CONSIDERED DESTROYED WHEN THE OLD BUILDING WAS TORN DOWN
 NE0594'AND NEW SCHOOL BUILT.
 NE0594
 NE0594                          STATION RECOVERY (1983)
 NE0594
 NE0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0594'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0142 ***********************************************************************
 OK0142  DESIGNATION -  D 110
 OK0142  PID         -  OK0142
 OK0142  STATE/COUNTY-  MI/CLINTON
 OK0142  COUNTRY     -  US
 OK0142  USGS QUAD   -  MAPLE RAPIDS (2017)
 OK0142
 OK0142                         *CURRENT SURVEY CONTROL
 OK0142  ______________________________________________________________________
 OK0142* NAD 83(1986) POSITION- 43 00 13.     (N) 084 40 48.     (W)   SCALED
 OK0142* NAVD 88 ORTHO HEIGHT -   222.066 (meters)      728.56  (feet) ADJUSTED
 OK0142  ______________________________________________________________________
 OK0142  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 OK0142  DYNAMIC HEIGHT  -        222.014 (meters)      728.39  (feet) COMP
 OK0142  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 OK0142
 OK0142  VERT ORDER      -  SECOND    CLASS 0
 OK0142
 OK0142.The horizontal coordinates were scaled from a map and have
 OK0142.an estimated accuracy of +/- 6 seconds.
 OK0142
 OK0142.The orthometric height was determined by differential leveling and
 OK0142.adjusted by the NATIONAL GEODETIC SURVEY
 OK0142.in June 1991.
 OK0142
 OK0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0142.GEOID18 height accuracy estimate available here.
 OK0142
 OK0142.Click photographs - Photos may exist for this station.
 OK0142
 OK0142.The dynamic height is computed by dividing the NAVD 88
 OK0142.geopotential number by the normal gravity value computed on the
 OK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0142.degrees latitude (g = 980.6199 gals.).
 OK0142
 OK0142.The modeled gravity was interpolated from observed gravity values.
 OK0142
 OK0142;                    North         East    Units  Estimated Accuracy
 OK0142;SPC MI S     -   167,070.    3,974,450.      MT  (+/- 180 meters Scaled)
 OK0142
 OK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN890638(NAD 83)
 OK0142
 OK0142                          SUPERSEDED SURVEY CONTROL
 OK0142
 OK0142  NGVD 29 (??/??/92)  222.207  (m)          729.02   (f) ADJ UNCH    2 0
 OK0142
 OK0142.Superseded values are not recommended for survey control.
 OK0142
 OK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0142.See file dsdata.pdf to determine how the superseded data were derived.
 OK0142
 OK0142_MARKER: DB = BENCH MARK DISK
 OK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0142_STAMPING: D 110 1934
 OK0142_MARK LOGO: CGS
 OK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0142+STABILITY: SURFACE MOTION
 OK0142
 OK0142  HISTORY     - Date     Condition        Report By
 OK0142  HISTORY     - 1934     MONUMENTED       CGS
 OK0142  HISTORY     - 1964     POOR             USGS
 OK0142  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0142  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0142
 OK0142                          STATION DESCRIPTION
 OK0142
 OK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0142'6.3 MI W FROM ST JOHNS.
 OK0142'6.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0142'STATION AT SAINT JOHNS, CLINTON COUNTY, AT THE NORTHEAST CORNER
 OK0142'OF A ROAD CROSSING, 34.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0142'18 FEET NORTH OF THE NORTH RAIL, 4.6 FEET WEST OF A FENCE, AND
 OK0142'6 INCHES LOWER THEN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0142'STAMPED D 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0142'NOTE-- POST LEANING.
 OK0142
 OK0142                          STATION RECOVERY (1964)
 OK0142
 OK0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0142'MARK RECOVERED IN POOR CONDITION.
 OK0142
 OK0142                          STATION RECOVERY (1994)
 OK0142
 OK0142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0142'MARK NOT FOUND.
 OK0142
 OK0142                          STATION RECOVERY (2001)
 OK0142
 OK0142'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0142'MONUMENT NOT FOUND. ROAD HAS BEEN BUILT UP AND NEW CPP CULVERTS HAVE
 OK0142'BEEN PLACED IN THE NE AND NW QUADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0479 ***********************************************************************
 NF0479  DESIGNATION -  D 111
 NF0479  PID         -  NF0479
 NF0479  STATE/COUNTY-  MI/CALHOUN
 NF0479  COUNTRY     -  US
 NF0479  USGS QUAD   -  BELLEVUE (2017)
 NF0479
 NF0479                         *CURRENT SURVEY CONTROL
 NF0479  ______________________________________________________________________
 NF0479* NAD 83(1986) POSITION- 42 24 48.     (N) 085 03 16.     (W)   SCALED
 NF0479* NAVD 88 ORTHO HEIGHT -   257.864 (meters)      846.01  (feet) ADJUSTED
 NF0479  ______________________________________________________________________
 NF0479  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 NF0479  DYNAMIC HEIGHT  -        257.781 (meters)      845.74  (feet) COMP
 NF0479  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 NF0479
 NF0479  VERT ORDER      -  SECOND    CLASS 0
 NF0479
 NF0479.The horizontal coordinates were scaled from a map and have
 NF0479.an estimated accuracy of +/- 6 seconds.
 NF0479
 NF0479.The orthometric height was determined by differential leveling and
 NF0479.adjusted by the NATIONAL GEODETIC SURVEY
 NF0479.in June 1991.
 NF0479
 NF0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0479.GEOID18 height accuracy estimate available here.
 NF0479
 NF0479.Click photographs - Photos may exist for this station.
 NF0479
 NF0479.The dynamic height is computed by dividing the NAVD 88
 NF0479.geopotential number by the normal gravity value computed on the
 NF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0479.degrees latitude (g = 980.6199 gals.).
 NF0479
 NF0479.The modeled gravity was interpolated from observed gravity values.
 NF0479
 NF0479;                    North         East    Units  Estimated Accuracy
 NF0479;SPC MI S     -   101,680.    3,943,390.      MT  (+/- 180 meters Scaled)
 NF0479
 NF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM600975(NAD 83)
 NF0479
 NF0479                          SUPERSEDED SURVEY CONTROL
 NF0479
 NF0479  NGVD 29 (??/??/92)  257.99   (m)          846.4    (f) COMPUTED    2 0
 NF0479
 NF0479.Superseded values are not recommended for survey control.
 NF0479
 NF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0479.See file dsdata.pdf to determine how the superseded data were derived.
 NF0479
 NF0479_MARKER: DB = BENCH MARK DISK
 NF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0479_STAMPING: D 111 1934
 NF0479_MARK LOGO: CGS
 NF0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0479+STABILITY: SURFACE MOTION
 NF0479
 NF0479  HISTORY     - Date     Condition        Report By
 NF0479  HISTORY     - 1934     MONUMENTED       CGS
 NF0479  HISTORY     - 1961     MARK NOT FOUND   USGS
 NF0479
 NF0479                          STATION DESCRIPTION
 NF0479
 NF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0479'2.9 MI SW FROM BELLEVUE.
 NF0479'IN CALHOUN COUNTY, 2.9 MILES SOUTHWEST ALONG THE GRAND TRUNK
 NF0479'WESTERN RAILROAD FROM THE STATION AT BELLEVUE, EATON COUNTY, 225
 NF0479'YARDS SOUTHWEST OF SEMAPHORE 188.3, AT A PRIVATE ROAD CROSSING,
 NF0479'11 YARDS NORTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0479'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 11.9 FEET
 NF0479'EAST OF THE NORTHEAST POST OF A GATEWAY ON THE ROAD, AND LEVEL
 NF0479'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 111 1934
 NF0479'AND SET IN THE TOP OF A CONCRETE POST.
 NF0479
 NF0479                          STATION RECOVERY (1961)
 NF0479
 NF0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NF0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0611 ***********************************************************************
 MD0611  DESIGNATION -  D 113
 MD0611  PID         -  MD0611
 MD0611  STATE/COUNTY-  MI/BRANCH
 MD0611  COUNTRY     -  US
 MD0611  USGS QUAD   -  COLDWATER WEST (2017)
 MD0611
 MD0611                         *CURRENT SURVEY CONTROL
 MD0611  ______________________________________________________________________
 MD0611* NAD 83(1986) POSITION- 41 55 41.     (N) 085 02 23.     (W)   SCALED
 MD0611* NAVD 88 ORTHO HEIGHT -   291.139 (meters)      955.18  (feet) ADJUSTED
 MD0611  ______________________________________________________________________
 MD0611  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 MD0611  DYNAMIC HEIGHT  -        291.035 (meters)      954.84  (feet) COMP
 MD0611  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 MD0611
 MD0611  VERT ORDER      -  SECOND    CLASS 0
 MD0611
 MD0611.The horizontal coordinates were scaled from a map and have
 MD0611.an estimated accuracy of +/- 6 seconds.
 MD0611
 MD0611.The orthometric height was determined by differential leveling and
 MD0611.adjusted by the NATIONAL GEODETIC SURVEY
 MD0611.in June 1991.
 MD0611
 MD0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0611.GEOID18 height accuracy estimate available here.
 MD0611
 MD0611.Click photographs - Photos may exist for this station.
 MD0611
 MD0611.The dynamic height is computed by dividing the NAVD 88
 MD0611.geopotential number by the normal gravity value computed on the
 MD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0611.degrees latitude (g = 980.6199 gals.).
 MD0611
 MD0611.The modeled gravity was interpolated from observed gravity values.
 MD0611
 MD0611;                    North         East    Units  Estimated Accuracy
 MD0611;SPC MI S     -    47,770.    3,944,170.      MT  (+/- 180 meters Scaled)
 MD0611
 MD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM625436(NAD 83)
 MD0611
 MD0611                          SUPERSEDED SURVEY CONTROL
 MD0611
 MD0611  NGVD 29 (??/??/92)  291.271  (m)          955.61   (f) ADJ UNCH    2 0
 MD0611
 MD0611.Superseded values are not recommended for survey control.
 MD0611
 MD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0611.See file dsdata.pdf to determine how the superseded data were derived.
 MD0611
 MD0611_MARKER: DB = BENCH MARK DISK
 MD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0611_STAMPING: D 113 1934
 MD0611_MARK LOGO: CGS
 MD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0611+STABILITY: SURFACE MOTION
 MD0611
 MD0611  HISTORY     - Date     Condition        Report By
 MD0611  HISTORY     - 1934     MONUMENTED       CGS
 MD0611  HISTORY     - 1960     GOOD             CGS
 MD0611  HISTORY     - 1977     MARK NOT FOUND   MIDH
 MD0611
 MD0611                          STATION DESCRIPTION
 MD0611
 MD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0611'2 MI W FROM COLDWATER.
 MD0611'ABOUT 2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0611'STATION AT COLDWATER, BRANCH COUNTY, ABOUT 375 YARDS WEST OF THE
 MD0611'CROSSING OF THE TROLLEY TRACK LEADING TO THE WOLVERINE PORTLAND
 MD0611'CEMENT CO. PLANT, AT THE CROSSING OF A CINDER ROAD LEADING TO THE
 MD0611'CEMENT PLANT, 17 YARDS SOUTH OF THE CROSSING OF THE CENTERLINE OF
 MD0611'THE ROAD AND THE SOUTH RAIL, 9 YARDS SOUTHWEST OF THE INTERSECTION
 MD0611'OF THE CENTERLINES OF CINDER ROADS LEADING TO THE SOUTH AND TO THE
 MD0611'EAST, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0611'STAMPED D 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0611'NOTE-- AT A SWITCH TO A SPUR, LEADING TO A GRAIN ELEVATOR E OF
 MD0611'THE SWITCH.  30 FT W OF THE SWITCH AND 45 FT S OF THE S RAIL.
 MD0611'2.6 FT N OF A FENCE RUNNING E AND W ALONG THE RR.
 MD0611
 MD0611                          STATION RECOVERY (1960)
 MD0611
 MD0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MD0611'RECOVERED IN GOOD CONDITION.
 MD0611
 MD0611                          STATION RECOVERY (1977)
 MD0611
 MD0611'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0611'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0065 ***********************************************************************
 MD0065  DESIGNATION -  D 114
 MD0065  PID         -  MD0065
 MD0065  STATE/COUNTY-  MI/LENAWEE
 MD0065  COUNTRY     -  US
 MD0065  USGS QUAD   -  ADRIAN (2017)
 MD0065
 MD0065                         *CURRENT SURVEY CONTROL
 MD0065  ______________________________________________________________________
 MD0065* NAD 83(1986) POSITION- 41 53 21.     (N) 084 03 27.     (W)   SCALED
 MD0065* NAVD 88 ORTHO HEIGHT -   237.668 (meters)      779.75  (feet) ADJUSTED
 MD0065  ______________________________________________________________________
 MD0065  GEOID HEIGHT    -        -34.852 (meters)                     GEOID18
 MD0065  DYNAMIC HEIGHT  -        237.577 (meters)      779.45  (feet) COMP
 MD0065  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 MD0065
 MD0065  VERT ORDER      -  SECOND    CLASS 0
 MD0065
 MD0065.The horizontal coordinates were scaled from a map and have
 MD0065.an estimated accuracy of +/- 6 seconds.
 MD0065
 MD0065.The orthometric height was determined by differential leveling and
 MD0065.adjusted by the NATIONAL GEODETIC SURVEY
 MD0065.in June 1991.
 MD0065
 MD0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0065.GEOID18 height accuracy estimate available here.
 MD0065
 MD0065.Click photographs - Photos may exist for this station.
 MD0065
 MD0065.The dynamic height is computed by dividing the NAVD 88
 MD0065.geopotential number by the normal gravity value computed on the
 MD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0065.degrees latitude (g = 980.6199 gals.).
 MD0065
 MD0065.The modeled gravity was interpolated from observed gravity values.
 MD0065
 MD0065;                    North         East    Units  Estimated Accuracy
 MD0065;SPC MI S     -    43,280.    4,025,660.      MT  (+/- 180 meters Scaled)
 MD0065
 MD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM441416(NAD 83)
 MD0065
 MD0065                          SUPERSEDED SURVEY CONTROL
 MD0065
 MD0065  NGVD 29 (??/??/92)  237.806  (m)          780.20   (f) ADJ UNCH    2 0
 MD0065
 MD0065.Superseded values are not recommended for survey control.
 MD0065
 MD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0065.See file dsdata.pdf to determine how the superseded data were derived.
 MD0065
 MD0065_MARKER: DB = BENCH MARK DISK
 MD0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0065_STAMPING: D 114 1934
 MD0065_MARK LOGO: CGS
 MD0065_PROJECTION: RECESSED 30 CENTIMETERS
 MD0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0065+STABILITY: SURFACE MOTION
 MD0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0065+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 MD0065
 MD0065  HISTORY     - Date     Condition        Report By
 MD0065  HISTORY     - 1934     MONUMENTED       CGS
 MD0065  HISTORY     - 20131017 GOOD             NGS
 MD0065  HISTORY     - 20190919 GOOD             ADVGEO
 MD0065
 MD0065                          STATION DESCRIPTION
 MD0065
 MD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0065'1.7 MI W FROM ADRIAN.
 MD0065'1.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0065'STATION AT ADRIAN, LENAWEE COUNTY, AT THE CROSSING OF STATE
 MD0065'HIGHWAY 34, ABOUT 53 YARDS EAST OF THE INTERSECTION OF THE
 MD0065'CENTERLINE OF THE HIGHWAY AND THE SOUTH RAIL, 25.9 FEET NORTH
 MD0065'OF THE CENTERLINE OF THE HIGHWAY, 9.1 FEET SOUTH OF THE SOUTH
 MD0065'RAIL, 714 FEET WEST OF A STEEL ELECTRIC CROSSING SIGNPOST, AND
 MD0065'ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MD0065'D 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0065
 MD0065                          STATION RECOVERY (2013)
 MD0065
 MD0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013 (JDR)
 MD0065'NEW TO REACH FOLLOWS.
 MD0065'
 MD0065'FROM THE INTERSECTION OF U.S. HIGHWAY 223 AND M 52 (SOUTH MAIN ST.) IN
 MD0065'ADRIAN, GO NORTH ON M 52 (SOUTH MAIN ST.) FOR 1.01 MI TO THE
 MD0065'INTERSECTION OF M 34 (BEECHER ST.).  TURN LEFT AND GO WESTERLY ON M 34
 MD0065'(BEECHER ST.) FOR 0.73 MI TO THE STATION ON THE RIGHT JUST PAST
 MD0065'RAILROAD SIGNAL.
 MD0065'
 MD0065'THE STATION IS LOCATED 165 FT EAST OF THE CENTERLINE OF MADISON RD,
 MD0065'30.9 FT NORTH OF THE CENTERLINE OF M 34 (BEECHER ST.), 14.5 FT WEST OF
 MD0065'THE RAILROAD SIGNAL AND 2 FT NORTH OF THE BACK OF CURB AND ABOUT 1 FT
 MD0065'BELOW THE SURFACE OF THE GROUND.
 MD0065
 MD0065                          STATION RECOVERY (2019)
 MD0065
 MD0065'RECOVERY NOTE BY ADVANCED GEOMATICS 2019 (JLZ)
 MD0065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0324 ***********************************************************************
 NF0324  DESIGNATION -  D 115
 NF0324  PID         -  NF0324
 NF0324  STATE/COUNTY-  MI/IONIA
 NF0324  COUNTRY     -  US
 NF0324  USGS QUAD   -  FREEPORT (2017)
 NF0324
 NF0324                         *CURRENT SURVEY CONTROL
 NF0324  ______________________________________________________________________
 NF0324* NAD 83(1986) POSITION- 42 51 02.     (N) 085 16 17.     (W)   SCALED
 NF0324* NAVD 88 ORTHO HEIGHT -   246.306 (meters)      808.09  (feet) ADJUSTED
 NF0324  ______________________________________________________________________
 NF0324  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 NF0324  DYNAMIC HEIGHT  -        246.236 (meters)      807.86  (feet) COMP
 NF0324  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 NF0324
 NF0324  VERT ORDER      -  SECOND    CLASS 0
 NF0324
 NF0324.The horizontal coordinates were scaled from a map and have
 NF0324.an estimated accuracy of +/- 6 seconds.
 NF0324
 NF0324.The orthometric height was determined by differential leveling and
 NF0324.adjusted by the NATIONAL GEODETIC SURVEY
 NF0324.in June 1991.
 NF0324
 NF0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0324.GEOID18 height accuracy estimate available here.
 NF0324
 NF0324.Click photographs - Photos may exist for this station.
 NF0324
 NF0324.The dynamic height is computed by dividing the NAVD 88
 NF0324.geopotential number by the normal gravity value computed on the
 NF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0324.degrees latitude (g = 980.6199 gals.).
 NF0324
 NF0324.The modeled gravity was interpolated from observed gravity values.
 NF0324
 NF0324;                    North         East    Units  Estimated Accuracy
 NF0324;SPC MI S     -   150,410.    3,926,060.      MT  (+/- 180 meters Scaled)
 NF0324
 NF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN412456(NAD 83)
 NF0324
 NF0324                          SUPERSEDED SURVEY CONTROL
 NF0324
 NF0324  NGVD 29 (??/??/92)  246.429  (m)          808.49   (f) ADJ UNCH    2 0
 NF0324
 NF0324.Superseded values are not recommended for survey control.
 NF0324
 NF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0324.See file dsdata.pdf to determine how the superseded data were derived.
 NF0324
 NF0324_MARKER: DB = BENCH MARK DISK
 NF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0324_STAMPING: D 115 1934
 NF0324_MARK LOGO: CGS
 NF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0324+STABILITY: SURFACE MOTION
 NF0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0324+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2023
 NF0324
 NF0324  HISTORY     - Date     Condition        Report By
 NF0324  HISTORY     - 1934     MONUMENTED       CGS
 NF0324  HISTORY     - 1948     GOOD             CGS
 NF0324  HISTORY     - 20070622 GOOD             GEOCAC
 NF0324  HISTORY     - 20230403 POOR             WILWRK
 NF0324
 NF0324                          STATION DESCRIPTION
 NF0324
 NF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0324'2 MI E FROM ELMDALE.
 NF0324'2.05 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0324'STATION AT ELMDALE, ABOUT 1.8 MILES NORTHWEST OF THE STATION
 NF0324'AT CLARKSVILLE, IONIA COUNTY, AT THE CROSSING OF BELL ROAD, 83
 NF0324'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 43 FEET SOUTHWEST
 NF0324'OF THE SOUTHWEST RAIL, 30 FEET EAST OF THE CENTER LINE OF BELL
 NF0324'ROAD, 11 1/2 FEET EAST OF A TELEPHONE POLE, 7 FEET EAST OF A
 NF0324'FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 NF0324'POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0324'POST PROJECTING 10 INCHES.  THE MARK IS 25 FEET EAST OF THE
 NF0324'CENTERLINE OF BELL ROAD AND 45 FEET SOUTH OF THE CENTERLINE OF
 NF0324'THE TRACK, OPPOSITE STATION 6541 + 00.
 NF0324
 NF0324                          STATION RECOVERY (2007)
 NF0324
 NF0324'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0324'RECOVERED IN GOOD CONDITION.
 NF0324
 NF0324                          STATION RECOVERY (2023)
 NF0324
 NF0324'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 NF0324'RECOVERED AS DESCRIBED.  POST IS FIRM IN THE GROUND BUT LEANS
 NF0324'SUBSTANTIALLY.  MARK IS GPSABLE BUT ITS ELEVATION HAS BEEN
 NF0324'COMPROMISED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0487 ***********************************************************************
 NE0487  DESIGNATION -  D 115 X
 NE0487  PID         -  NE0487
 NE0487  STATE/COUNTY-  MI/MONROE
 NE0487  COUNTRY     -  US
 NE0487  USGS QUAD   -  FLAT ROCK (2017)
 NE0487
 NE0487                         *CURRENT SURVEY CONTROL
 NE0487  ______________________________________________________________________
 NE0487* NAD 83(1986) POSITION- 42 00 55.     (N) 083 17 20.     (W)   SCALED
 NE0487* NAVD 88 ORTHO HEIGHT -   181.896 (meters)      596.77  (feet) ADJUSTED
 NE0487  ______________________________________________________________________
 NE0487  GEOID HEIGHT    -        -35.070 (meters)                     GEOID18
 NE0487  DYNAMIC HEIGHT  -        181.833 (meters)      596.56  (feet) COMP
 NE0487  MODELED GRAVITY -    980,272.6   (mgal)                       NAVD 88
 NE0487
 NE0487  VERT ORDER      -  FIRST     CLASS I
 NE0487
 NE0487.The horizontal coordinates were scaled from a map and have
 NE0487.an estimated accuracy of +/- 6 seconds.
 NE0487
 NE0487.The orthometric height was determined by differential leveling and
 NE0487.adjusted by the NATIONAL GEODETIC SURVEY
 NE0487.in June 1991.
 NE0487
 NE0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0487.GEOID18 height accuracy estimate available here.
 NE0487
 NE0487.Click photographs - Photos may exist for this station.
 NE0487
 NE0487.The dynamic height is computed by dividing the NAVD 88
 NE0487.geopotential number by the normal gravity value computed on the
 NE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0487.degrees latitude (g = 980.6199 gals.).
 NE0487
 NE0487.The modeled gravity was interpolated from observed gravity values.
 NE0487
 NE0487;                    North         East    Units  Estimated Accuracy
 NE0487;SPC MI S     -    57,810.    4,089,270.      MT  (+/- 180 meters Scaled)
 NE0487
 NE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG104540(NAD 83)
 NE0487
 NE0487                          SUPERSEDED SURVEY CONTROL
 NE0487
 NE0487  NGVD 29 (??/??/92)  182.067  (m)          597.33   (f) ADJ UNCH    1 1
 NE0487
 NE0487.Superseded values are not recommended for survey control.
 NE0487
 NE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0487.See file dsdata.pdf to determine how the superseded data were derived.
 NE0487
 NE0487_MARKER: DB = BENCH MARK DISK
 NE0487_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0487+WITH SETTING: PAVEMENT
 NE0487_SP_SET: SIGNAL BASE
 NE0487_STAMPING: 597.187 D 115 X 1934
 NE0487_MARK LOGO: CGS
 NE0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0487+STABILITY: SURFACE MOTION
 NE0487
 NE0487  HISTORY     - Date     Condition        Report By
 NE0487  HISTORY     - 1934     MONUMENTED       CGS
 NE0487  HISTORY     - 1968     GOOD             CGS
 NE0487
 NE0487                          STATION DESCRIPTION
 NE0487
 NE0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0487'4.2 MI SW FROM ROCKWOOD.
 NE0487'ABOUT 4.2 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0487'LINE RAILROAD FROM THE CROSSING OF THE HURON RIVER DRIVE AT
 NE0487'ROCKWOOD, WAYNE COUNTY, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 NE0487'26, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP OF THE WEST
 NE0487'CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BASE FOR SIGNAL TOWER
 NE0487'NO. D 262, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENN
 NE0487'CENTRAL RAILROAD, ABOUT 35 YARDS NORTHWEST OF THE D AND T SL
 NE0487'RR, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 31, T 5
 NE0487'S, R 10 E
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0356 ***********************************************************************
 NF0356  DESIGNATION -  D 116
 NF0356  PID         -  NF0356
 NF0356  STATE/COUNTY-  MI/BARRY
 NF0356  COUNTRY     -  US
 NF0356  USGS QUAD   -  DOWLING (2017)
 NF0356
 NF0356                         *CURRENT SURVEY CONTROL
 NF0356  ______________________________________________________________________
 NF0356* NAD 83(1986) POSITION- 42 34 52.     (N) 085 20 42.     (W)   SCALED
 NF0356* NAVD 88 ORTHO HEIGHT -   276.279 (meters)      906.43  (feet) ADJUSTED
 NF0356  ______________________________________________________________________
 NF0356  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 NF0356  DYNAMIC HEIGHT  -        276.194 (meters)      906.15  (feet) COMP
 NF0356  MODELED GRAVITY -    980,307.3   (mgal)                       NAVD 88
 NF0356
 NF0356  VERT ORDER      -  SECOND    CLASS 0
 NF0356
 NF0356.The horizontal coordinates were scaled from a map and have
 NF0356.an estimated accuracy of +/- 6 seconds.
 NF0356
 NF0356.The orthometric height was determined by differential leveling and
 NF0356.adjusted by the NATIONAL GEODETIC SURVEY
 NF0356.in June 1991.
 NF0356
 NF0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0356.GEOID18 height accuracy estimate available here.
 NF0356
 NF0356.Click photographs - Photos may exist for this station.
 NF0356
 NF0356.The dynamic height is computed by dividing the NAVD 88
 NF0356.geopotential number by the normal gravity value computed on the
 NF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0356.degrees latitude (g = 980.6199 gals.).
 NF0356
 NF0356.The modeled gravity was interpolated from observed gravity values.
 NF0356
 NF0356;                    North         East    Units  Estimated Accuracy
 NF0356;SPC MI S     -   120,550.    3,919,690.      MT  (+/- 180 meters Scaled)
 NF0356
 NF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN358156(NAD 83)
 NF0356
 NF0356                          SUPERSEDED SURVEY CONTROL
 NF0356
 NF0356  NGVD 29 (??/??/92)  276.398  (m)          906.82   (f) ADJ UNCH    2 0
 NF0356
 NF0356.Superseded values are not recommended for survey control.
 NF0356
 NF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0356.See file dsdata.pdf to determine how the superseded data were derived.
 NF0356
 NF0356_MARKER: DB = BENCH MARK DISK
 NF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0356_STAMPING: 906.767 D 116 1934
 NF0356_MARK LOGO: CGS
 NF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0356+STABILITY: SURFACE MOTION
 NF0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0356+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 NF0356
 NF0356  HISTORY     - Date     Condition        Report By
 NF0356  HISTORY     - 1934     MONUMENTED       CGS
 NF0356  HISTORY     - 1940     GOOD             CGS
 NF0356  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0356  HISTORY     - 19941109 MARK NOT FOUND   MI-015
 NF0356  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF0356
 NF0356                          STATION DESCRIPTION
 NF0356
 NF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0356'AT SCHULTZ.
 NF0356'AT SCHULTZ, BARRY COUNTY, IN THE SOUTHWEST QUARTER OF SECTION
 NF0356'2, T 2 N, R 9 W, ON AN EAST-AND-WEST GRAVEL ROAD, 0.3 MILE EAST
 NF0356'OF STATE HIGHWAY 43, JUST EAST OF THE JUNCTION OF A DIRT ROAD
 NF0356'LEADING SOUTH AND THE OLD ROADBED OF THE CHICAGO, KALAMAZOO AND
 NF0356'SAGINAW RAILWAY, 104 FEET NORTH OF THE CENTERLINE OF THE
 NF0356'GRAVEL ROAD, 26 FEET EAST OF THE CENTERLINE OF THE OLD RAILROAD
 NF0356'BED, AND NEAR THE FOOT OF A SMALL BANK.  A STANDARD DISK,
 NF0356'STAMPED 906.767 D 116 1934 AND SET IN THE TOP OF A CONCRETE
 NF0356'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NF0356
 NF0356                          STATION RECOVERY (1979)
 NF0356
 NF0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0356'MARK NOT FOUND.
 NF0356
 NF0356                          STATION RECOVERY (1994)
 NF0356
 NF0356'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0356'MARK NOT FOUND.
 NF0356
 NF0356                          STATION RECOVERY (2005)
 NF0356
 NF0356'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0824 ***********************************************************************
 ME0824  DESIGNATION -  D 118
 ME0824  PID         -  ME0824
 ME0824  STATE/COUNTY-  MI/BERRIEN
 ME0824  COUNTRY     -  US
 ME0824  USGS QUAD   -  BRIDGMAN (2017)
 ME0824
 ME0824                         *CURRENT SURVEY CONTROL
 ME0824  ______________________________________________________________________
 ME0824* NAD 83(1986) POSITION- 41 55 17.     (N) 086 34 09.     (W)   SCALED
 ME0824* NAVD 88 ORTHO HEIGHT -   196.447 (meters)      644.51  (feet) ADJUSTED
 ME0824  ______________________________________________________________________
 ME0824  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 ME0824  DYNAMIC HEIGHT  -        196.379 (meters)      644.29  (feet) COMP
 ME0824  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 ME0824
 ME0824  VERT ORDER      -  SECOND    CLASS 0
 ME0824
 ME0824.The horizontal coordinates were scaled from a map and have
 ME0824.an estimated accuracy of +/- 6 seconds.
 ME0824
 ME0824.The orthometric height was determined by differential leveling and
 ME0824.adjusted by the NATIONAL GEODETIC SURVEY
 ME0824.in June 1991.
 ME0824
 ME0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0824.GEOID18 height accuracy estimate available here.
 ME0824
 ME0824.Click photographs - Photos may exist for this station.
 ME0824
 ME0824.The dynamic height is computed by dividing the NAVD 88
 ME0824.geopotential number by the normal gravity value computed on the
 ME0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0824.degrees latitude (g = 980.6199 gals.).
 ME0824
 ME0824.The modeled gravity was interpolated from observed gravity values.
 ME0824
 ME0824;                    North         East    Units  Estimated Accuracy
 ME0824;SPC MI S     -    49,200.    3,817,310.      MT  (+/- 180 meters Scaled)
 ME0824
 ME0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM357411(NAD 83)
 ME0824
 ME0824                          SUPERSEDED SURVEY CONTROL
 ME0824
 ME0824  NGVD 29 (??/??/92)  196.576  (m)          644.93   (f) ADJ UNCH    2 0
 ME0824
 ME0824.Superseded values are not recommended for survey control.
 ME0824
 ME0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0824.See file dsdata.pdf to determine how the superseded data were derived.
 ME0824
 ME0824_MARKER: DB = BENCH MARK DISK
 ME0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0824_STAMPING: D 118 1934
 ME0824_MARK LOGO: CGS
 ME0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0824+STABILITY: SURFACE MOTION
 ME0824
 ME0824  HISTORY     - Date     Condition        Report By
 ME0824  HISTORY     - 1934     MONUMENTED       CGS
 ME0824  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0824
 ME0824                          STATION DESCRIPTION
 ME0824
 ME0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0824'1.6 MI S FROM BRIDGMAN.
 ME0824'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0824'THE PERE MARQUETTE RAILWAY, 0.25 MILE NORTH OF MP NO. C 82, 60
 ME0824'YARDS EAST OF A 1 STORY GRAY HOME, IN THE NORTHWEST ANGLE OF
 ME0824'A ROAD CROSSING, 15 YARDS WEST OF THE WEST RAIL, 11 YARDS NORTH
 ME0824'OF THE CENTER LINE OF THE SECOND CONCRETE COUNTY HIGHWAY SOUTH
 ME0824'OF BRIDGMAN, 7 YARDS NORTHWEST OF THE NORTH HEADWALL OF CONCRETE
 ME0824'HIGHWAY CULVERT, 2 YARDS EAST OF A FENCE LINE, A CONCRETE POST,
 ME0824'4 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 118 1934.
 ME0824
 ME0824                          STATION RECOVERY (1969)
 ME0824
 ME0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0824'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0208 ***********************************************************************
 QK0208  DESIGNATION -  D 12
 QK0208  PID         -  QK0208
 QK0208  STATE/COUNTY-  MI/CHEBOYGAN
 QK0208  COUNTRY     -  US
 QK0208  USGS QUAD   -  MULLETT LAKE (2017)
 QK0208
 QK0208                         *CURRENT SURVEY CONTROL
 QK0208  ______________________________________________________________________
 QK0208* NAD 83(1986) POSITION- 45 32 22.     (N) 084 32 25.     (W)   SCALED
 QK0208* NAVD 88 ORTHO HEIGHT -   187.683 (meters)      615.76  (feet) ADJUSTED
 QK0208  ______________________________________________________________________
 QK0208  GEOID HEIGHT    -        -35.687 (meters)                     GEOID18
 QK0208  DYNAMIC HEIGHT  -        187.680 (meters)      615.75  (feet) COMP
 QK0208  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 QK0208
 QK0208  VERT ORDER      -  FIRST     CLASS II
 QK0208
 QK0208.The horizontal coordinates were scaled from a map and have
 QK0208.an estimated accuracy of +/- 6 seconds.
 QK0208
 QK0208.The orthometric height was determined by differential leveling and
 QK0208.adjusted by the NATIONAL GEODETIC SURVEY
 QK0208.in June 1991.
 QK0208
 QK0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0208.GEOID18 height accuracy estimate available here.
 QK0208
 QK0208.Click photographs - Photos may exist for this station.
 QK0208
 QK0208.The dynamic height is computed by dividing the NAVD 88
 QK0208.geopotential number by the normal gravity value computed on the
 QK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0208.degrees latitude (g = 980.6199 gals.).
 QK0208
 QK0208.The modeled gravity was interpolated from observed gravity values.
 QK0208
 QK0208;                    North         East    Units  Estimated Accuracy
 QK0208;SPC MI C     -   247,020.    5,986,440.      MT  (+/- 180 meters Scaled)
 QK0208
 QK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR920458(NAD 83)
 QK0208
 QK0208                          SUPERSEDED SURVEY CONTROL
 QK0208
 QK0208  NGVD 29 (??/??/92)  187.698  (m)          615.81   (f) ADJ UNCH    1 2
 QK0208
 QK0208.Superseded values are not recommended for survey control.
 QK0208
 QK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0208.See file dsdata.pdf to determine how the superseded data were derived.
 QK0208
 QK0208_MARKER: S = SPIKE
 QK0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0208_SP_SET: BASE
 QK0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0208
 QK0208  HISTORY     - Date     Condition        Report By
 QK0208  HISTORY     - 1916     MONUMENTED       CGS
 QK0208  HISTORY     - 1956     MARK NOT FOUND   CGS
 QK0208
 QK0208                          STATION DESCRIPTION
 QK0208
 QK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QK0208'1.4 MI S FROM MULLETT LAKE.
 QK0208'1.4 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 QK0208'STATION AT MULLETT LAKE, CHEBOYGAN COUNTY, AT THE STATION AT
 QK0208'BIRCHWOOD, 6 YARDS NORTH OF MILEPOST 23, AND IN THE BASE OF A
 QK0208'10-INCH WOODEN SEMAPHORE POLE.  A TRACK SPIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1024 ***********************************************************************
 RL1024  DESIGNATION -  D 120
 RL1024  PID         -  RL1024
 RL1024  STATE/COUNTY-  MI/GOGEBIC
 RL1024  COUNTRY     -  US
 RL1024  USGS QUAD   -  IMP LAKE (2017)
 RL1024
 RL1024                         *CURRENT SURVEY CONTROL
 RL1024  ______________________________________________________________________
 RL1024* NAD 83(1986) POSITION- 46 12 05.     (N) 089 02 06.     (W)   SCALED
 RL1024* NAVD 88 ORTHO HEIGHT -   534.997 (meters)     1755.24  (feet) ADJUSTED
 RL1024  ______________________________________________________________________
 RL1024  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 RL1024  DYNAMIC HEIGHT  -        535.005 (meters)     1755.26  (feet) COMP
 RL1024  MODELED GRAVITY -    980,611.3   (mgal)                       NAVD 88
 RL1024
 RL1024  VERT ORDER      -  SECOND    CLASS 0
 RL1024
 RL1024.The horizontal coordinates were scaled from a map and have
 RL1024.an estimated accuracy of +/- 6 seconds.
 RL1024
 RL1024.The orthometric height was determined by differential leveling and
 RL1024.adjusted by the NATIONAL GEODETIC SURVEY
 RL1024.in June 1991.
 RL1024
 RL1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1024.GEOID18 height accuracy estimate available here.
 RL1024
 RL1024.Click photographs - Photos may exist for this station.
 RL1024
 RL1024.The dynamic height is computed by dividing the NAVD 88
 RL1024.geopotential number by the normal gravity value computed on the
 RL1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1024.degrees latitude (g = 980.6199 gals.).
 RL1024
 RL1024.The modeled gravity was interpolated from observed gravity values.
 RL1024
 RL1024;                    North         East    Units  Estimated Accuracy
 RL1024;SPC MI N     -   159,620.    7,842,970.      MT  (+/- 180 meters Scaled)
 RL1024
 RL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS429184(NAD 83)
 RL1024
 RL1024                          SUPERSEDED SURVEY CONTROL
 RL1024
 RL1024  NGVD 29 (??/??/92)  535.014  (m)         1755.29   (f) ADJ UNCH    2 0
 RL1024
 RL1024.Superseded values are not recommended for survey control.
 RL1024
 RL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1024.See file dsdata.pdf to determine how the superseded data were derived.
 RL1024
 RL1024_MARKER: DB = BENCH MARK DISK
 RL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1024_STAMPING: D 120 1948
 RL1024_MARK LOGO: CGS
 RL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1024+STABILITY: SURFACE MOTION
 RL1024
 RL1024  HISTORY     - Date     Condition        Report By
 RL1024  HISTORY     - 1948     MONUMENTED       CGS
 RL1024  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1024
 RL1024                          STATION DESCRIPTION
 RL1024
 RL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1024'10.2 MI NE FROM LAND O LAKES.
 RL1024'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1024'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1024'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1024'THENCE ABOUT 4.05 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1024'U.S. HIGHWAY 2, ABOUT 0.8 MILE SOUTHWEST OF THE INTERSECTION
 RL1024'OF U.S. HIGHWAY 2, AT THE TOP OF A GRADE, 23 FEET NORTH OF THE
 RL1024'CENTER LINE OF THE ROAD, AT THE EAST END OF A CAMP FIRE PLACE
 RL1024'SURROUNDED BY SMALL BOULDERS, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1024'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1024'PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM WATERSMEET, GOGEBIC
 RL1024'COUNTY BY GOING ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2,
 RL1024'THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD AND SITE OF MARK.
 RL1024
 RL1024                          STATION RECOVERY (2005)
 RL1024
 RL1024'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1024'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0399 ***********************************************************************
 RL0399  DESIGNATION -  D 121
 RL0399  PID         -  RL0399
 RL0399  STATE/COUNTY-  MI/IRON
 RL0399  COUNTRY     -  US
 RL0399  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0399
 RL0399                         *CURRENT SURVEY CONTROL
 RL0399  ______________________________________________________________________
 RL0399* NAD 83(1986) POSITION- 46 12 50.57   (N) 088 53 31.17   (W)   HD_HELD1
 RL0399* NAVD 88 ORTHO HEIGHT -   524.986 (meters)     1722.39  (feet) ADJUSTED
 RL0399  ______________________________________________________________________
 RL0399  GEOID HEIGHT    -        -31.664 (meters)                     GEOID18
 RL0399  DYNAMIC HEIGHT  -        524.993 (meters)     1722.41  (feet) COMP
 RL0399  MODELED GRAVITY -    980,610.7   (mgal)                       NAVD 88
 RL0399
 RL0399  VERT ORDER      -  SECOND    CLASS 0
 RL0399
 RL0399.The horizontal coordinates were determined by differentially corrected
 RL0399.hand held GPS observations or other comparable positioning techniques
 RL0399.and have an estimated accuracy of +/- 3 meters.
 RL0399
 RL0399.The orthometric height was determined by differential leveling and
 RL0399.adjusted by the NATIONAL GEODETIC SURVEY
 RL0399.in June 1991.
 RL0399
 RL0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0399.GEOID18 height accuracy estimate available here.
 RL0399
 RL0399.Click photographs - Photos may exist for this station.
 RL0399
 RL0399.The dynamic height is computed by dividing the NAVD 88
 RL0399.geopotential number by the normal gravity value computed on the
 RL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0399.degrees latitude (g = 980.6199 gals.).
 RL0399
 RL0399.The modeled gravity was interpolated from observed gravity values.
 RL0399
 RL0399;                    North         East    Units  Estimated Accuracy
 RL0399;SPC MI N     -   160,757.2   7,854,034.2     MT  (+/- 3 meters HH1 GPS) 
 RL0399
 RL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5406519569(NAD 83)
 RL0399
 RL0399                          SUPERSEDED SURVEY CONTROL
 RL0399
 RL0399  NGVD 29 (??/??/92)  525.001  (m)         1722.44   (f) ADJ UNCH    2 0
 RL0399
 RL0399.Superseded values are not recommended for survey control.
 RL0399
 RL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0399.See file dsdata.pdf to determine how the superseded data were derived.
 RL0399
 RL0399_MARKER: DB = BENCH MARK DISK
 RL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0399_STAMPING: D 121 1948
 RL0399_MARK LOGO: CGS
 RL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0399+STABILITY: SURFACE MOTION
 RL0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0399+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 RL0399
 RL0399  HISTORY     - Date     Condition        Report By
 RL0399  HISTORY     - 1948     MONUMENTED       CGS
 RL0399  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0399  HISTORY     - 20050405 GOOD             GEOCAC
 RL0399
 RL0399                          STATION DESCRIPTION
 RL0399
 RL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0399'1.2 MI S FROM ELMWOOD.
 RL0399'1.25 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE
 RL0399'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0399'AT THE JUNCTION OF A ROAD LEADING EAST TO GIBBS CITY (11 MILES),
 RL0399'ABOUT 90 YARDS SOUTH OF THE SOUTH END OF A CURVE SOUTH AND
 RL0399'NORTHWEST, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 170
 RL0399'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST TO GIBBS CITY,
 RL0399'14.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 RL0399'POLES, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0399'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0399'PROJECTING 5 INCHES.
 RL0399
 RL0399                          STATION RECOVERY (2002)
 RL0399
 RL0399'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0399'MARK NOT FOUND.
 RL0399
 RL0399                          STATION RECOVERY (2005)
 RL0399
 RL0399'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0399'NOTE--HWY 16 WAS RELOCATED WEST FROM ABOUT 2 MILES SOUTH OF ELMWOOD TO
 RL0399'ABOUT 1 MILE NORTH OF ELMWOOD, CIRCA 1980'S.
 RL0399'
 RL0399'TO REACH FROM THE BRIDGE OVER THE SOUTH BRANCH OF THE PAINT RIVER AT
 RL0399'ELMWOOD GO 1.O MILE SOUTH ALONG NAT'L FOREST HIGHWAY 16 TO GRAVEL ROAD
 RL0399'LEFT, THENCE 0.1 MILE NE ALONG FOREST ROAD 3270 TO MARK OF THE LEFT.
 RL0399'
 RL0399'IT IS 570 FT NE ALONG THE C/L ROAD FROM C/L OF NFH-16, THENCE 170 FT
 RL0399'NW TO MARK, AT RIGHT ANGLE TO FR3270.  2 FT EAST OF A METAL WITNESS
 RL0399'POST AND PROJECTING ABOUT 4-INCHS ABOVE GROUND.  NOTE-OLD HWY 16
 RL0399'OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1011 ***********************************************************************
 RL1011  DESIGNATION -  D 122
 RL1011  PID         -  RL1011
 RL1011  STATE/COUNTY-  MI/ONTONAGON
 RL1011  COUNTRY     -  US
 RL1011  USGS QUAD   -  FULLER (2017)
 RL1011
 RL1011                         *CURRENT SURVEY CONTROL
 RL1011  ______________________________________________________________________
 RL1011* NAD 83(1986) POSITION- 46 22 17.4    (N) 089 00 38.6    (W)   HD_HELD2
 RL1011* NAVD 88 ORTHO HEIGHT -   506.091 (meters)     1660.40  (feet) ADJUSTED
 RL1011  ______________________________________________________________________
 RL1011  GEOID HEIGHT    -        -31.742 (meters)                     GEOID18
 RL1011  DYNAMIC HEIGHT  -        506.102 (meters)     1660.44  (feet) COMP
 RL1011  MODELED GRAVITY -    980,618.9   (mgal)                       NAVD 88
 RL1011
 RL1011  VERT ORDER      -  SECOND    CLASS 0
 RL1011
 RL1011.The horizontal coordinates were established by autonomous hand held GPS
 RL1011.observations and have an estimated accuracy of +/- 10 meters.
 RL1011
 RL1011.The orthometric height was determined by differential leveling and
 RL1011.adjusted by the NATIONAL GEODETIC SURVEY
 RL1011.in June 1991.
 RL1011
 RL1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1011.GEOID18 height accuracy estimate available here.
 RL1011
 RL1011.Click photographs - Photos may exist for this station.
 RL1011
 RL1011.The dynamic height is computed by dividing the NAVD 88
 RL1011.geopotential number by the normal gravity value computed on the
 RL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1011.degrees latitude (g = 980.6199 gals.).
 RL1011
 RL1011.The modeled gravity was interpolated from observed gravity values.
 RL1011
 RL1011;                    North         East    Units  Estimated Accuracy
 RL1011;SPC MI N     -   178,477.    7,845,320.      MT  (+/- 10 meters HH2 GPS)
 RL1011
 RL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4535137289(NAD 83)
 RL1011
 RL1011                          SUPERSEDED SURVEY CONTROL
 RL1011
 RL1011  NGVD 29 (??/??/92)  506.108  (m)         1660.46   (f) ADJ UNCH    2 0
 RL1011
 RL1011.Superseded values are not recommended for survey control.
 RL1011
 RL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1011.See file dsdata.pdf to determine how the superseded data were derived.
 RL1011
 RL1011_MARKER: DB = BENCH MARK DISK
 RL1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1011_STAMPING: D 122 1948
 RL1011_MARK LOGO: CGS
 RL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1011+STABILITY: SURFACE MOTION
 RL1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1011+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1011
 RL1011  HISTORY     - Date     Condition        Report By
 RL1011  HISTORY     - 1948     MONUMENTED       CGS
 RL1011  HISTORY     - 20040720 GOOD             GEOCAC
 RL1011
 RL1011                          STATION DESCRIPTION
 RL1011
 RL1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1011'13.6 MI NE FROM WATERSMEET.
 RL1011'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1011'FROM THE STATION AT WATERSMEET, THENCE ABOUT 6.95 MILES NORTH
 RL1011'ALONG TROUT CREEK ROAD, ABOUT 0.65 MILE NORTH OF DEADMAN CREEK,
 RL1011'ABOUT 75 FEET SOUTHEAST OF THE BOTTOM OF GRADES AND AT AN
 RL1011'OPENING IN WOODS, 26.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1011'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1011'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL1011'INCHES.  MARK MAY BE REACHED FROM THE ROAD JUNCTION AT
 RL1011'CALDERWOOD, ONTONAGON COUNTY, BY GOING 5.9 MILES SOUTH AND EAST
 RL1011'ALONG A ROAD, THENCE ABOUT 2.65 MILES SOUTH AND SOUTHWEST ALONG
 RL1011'A GRAVEL ROAD.
 RL1011
 RL1011                          STATION RECOVERY (2004)
 RL1011
 RL1011'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1011'14 FT N OF A 8-INCH WHITE BIRCH TREE AND 2 FT EAST OF A METAL WITNESS
 RL1011'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0344 ***********************************************************************
 RL0344  DESIGNATION -  D 123
 RL0344  PID         -  RL0344
 RL0344  STATE/COUNTY-  MI/IRON
 RL0344  COUNTRY     -  US
 RL0344  USGS QUAD   -  KENTON (2017)
 RL0344
 RL0344                         *CURRENT SURVEY CONTROL
 RL0344  ______________________________________________________________________
 RL0344* NAD 83(1986) POSITION- 46 23 15.9    (N) 088 58 20.1    (W)   HD_HELD2
 RL0344* NAVD 88 ORTHO HEIGHT -   509.805 (meters)     1672.59  (feet) ADJUSTED
 RL0344  ______________________________________________________________________
 RL0344  GEOID HEIGHT    -        -31.842 (meters)                     GEOID18
 RL0344  DYNAMIC HEIGHT  -        509.814 (meters)     1672.61  (feet) COMP
 RL0344  MODELED GRAVITY -    980,615.3   (mgal)                       NAVD 88
 RL0344
 RL0344  VERT ORDER      -  SECOND    CLASS 0
 RL0344
 RL0344.The horizontal coordinates were established by autonomous hand held GPS
 RL0344.observations and have an estimated accuracy of +/- 10 meters.
 RL0344
 RL0344.The orthometric height was determined by differential leveling and
 RL0344.adjusted by the NATIONAL GEODETIC SURVEY
 RL0344.in June 1991.
 RL0344
 RL0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0344.GEOID18 height accuracy estimate available here.
 RL0344
 RL0344.Click photographs - Photos may exist for this station.
 RL0344
 RL0344.The dynamic height is computed by dividing the NAVD 88
 RL0344.geopotential number by the normal gravity value computed on the
 RL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0344.degrees latitude (g = 980.6199 gals.).
 RL0344
 RL0344.The modeled gravity was interpolated from observed gravity values.
 RL0344
 RL0344;                    North         East    Units  Estimated Accuracy
 RL0344;SPC MI N     -   180,209.    7,848,324.      MT  (+/- 10 meters HH2 GPS)
 RL0344
 RL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4835539020(NAD 83)
 RL0344
 RL0344                          SUPERSEDED SURVEY CONTROL
 RL0344
 RL0344  NGVD 29 (??/??/92)  509.817  (m)         1672.62   (f) ADJ UNCH    2 0
 RL0344
 RL0344.Superseded values are not recommended for survey control.
 RL0344
 RL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0344.See file dsdata.pdf to determine how the superseded data were derived.
 RL0344
 RL0344_MARKER: DB = BENCH MARK DISK
 RL0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0344_STAMPING: D 123 1948
 RL0344_MARK LOGO: CGS
 RL0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0344+STABILITY: SURFACE MOTION
 RL0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0344+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0344
 RL0344  HISTORY     - Date     Condition        Report By
 RL0344  HISTORY     - 1948     MONUMENTED       CGS
 RL0344  HISTORY     - 1985     GOOD             NGS
 RL0344  HISTORY     - 20040526 GOOD             GEOCAC
 RL0344
 RL0344                          STATION DESCRIPTION
 RL0344
 RL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0344'6.9 MI SE FROM CALDERWOOD.
 RL0344'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 RL0344'JUNCTION AT CALDERWOOD, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 RL0344'A GRAVEL ROAD, 0.4 MILE NORTHEAST OF A WOODEN BRIDGE OVER A
 RL0344'CREEK, ABOUT 1.05 MILE WEST OF THE JUNCTION OF A ROAD SOUTHEAST
 RL0344'TO ROBINSON LAKE, ABOUT 50 FEET NORTH OF THE TOP OF A GRADE,
 RL0344'20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH
 RL0344'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 3 FEET SOUTH OF THE
 RL0344'SOUTH EDGE OF A 3 BY 2 BY 1 1/2-FOOT SURFACE BOULDER, 2 FEET
 RL0344'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0344'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0344
 RL0344                          STATION RECOVERY (1985)
 RL0344
 RL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0344'RECOVERED IN GOOD CONDITION.
 RL0344
 RL0344                          STATION RECOVERY (2004)
 RL0344
 RL0344'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0344'ALONG (NAT'T FOREST ROAD) FR 4500, ABOUT 70 FT NORTHEAST OF A SMALL
 RL0344'CLEARING AND 1 FT SE OF AN EXISTING METAL WITNESS POST WITH SIGN
 RL0344'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0454 ***********************************************************************
 RL0454  DESIGNATION -  D 124
 RL0454  PID         -  RL0454
 RL0454  STATE/COUNTY-  MI/IRON
 RL0454  COUNTRY     -  US
 RL0454  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL0454
 RL0454                         *CURRENT SURVEY CONTROL
 RL0454  ______________________________________________________________________
 RL0454* NAD 83(1986) POSITION- 46 02 26.     (N) 088 47 24.     (W)   SCALED
 RL0454* NAVD 88 ORTHO HEIGHT -   475.527 (meters)     1560.12  (feet) ADJUSTED
 RL0454  ______________________________________________________________________
 RL0454  GEOID HEIGHT    -        -31.982 (meters)                     GEOID18
 RL0454  DYNAMIC HEIGHT  -        475.529 (meters)     1560.13  (feet) COMP
 RL0454  MODELED GRAVITY -    980,603.3   (mgal)                       NAVD 88
 RL0454
 RL0454  VERT ORDER      -  SECOND    CLASS 0
 RL0454
 RL0454.The horizontal coordinates were scaled from a map and have
 RL0454.an estimated accuracy of +/- 6 seconds.
 RL0454
 RL0454.The orthometric height was determined by differential leveling and
 RL0454.adjusted by the NATIONAL GEODETIC SURVEY
 RL0454.in June 1991.
 RL0454
 RL0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0454.GEOID18 height accuracy estimate available here.
 RL0454
 RL0454.Click photographs - Photos may exist for this station.
 RL0454
 RL0454.The dynamic height is computed by dividing the NAVD 88
 RL0454.geopotential number by the normal gravity value computed on the
 RL0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0454.degrees latitude (g = 980.6199 gals.).
 RL0454
 RL0454.The modeled gravity was interpolated from observed gravity values.
 RL0454
 RL0454;                    North         East    Units  Estimated Accuracy
 RL0454;SPC MI N     -   141,300.    7,861,470.      MT  (+/- 180 meters Scaled)
 RL0454
 RL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS614001(NAD 83)
 RL0454
 RL0454                          SUPERSEDED SURVEY CONTROL
 RL0454
 RL0454  NGVD 29 (??/??/92)  475.528  (m)         1560.13   (f) ADJ UNCH    2 0
 RL0454
 RL0454.Superseded values are not recommended for survey control.
 RL0454
 RL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0454.See file dsdata.pdf to determine how the superseded data were derived.
 RL0454
 RL0454_MARKER: DB = BENCH MARK DISK
 RL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0454_STAMPING: D 124 1948
 RL0454_MARK LOGO: CGS
 RL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0454+STABILITY: SURFACE MOTION
 RL0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0454+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 RL0454
 RL0454  HISTORY     - Date     Condition        Report By
 RL0454  HISTORY     - 1948     MONUMENTED       CGS
 RL0454  HISTORY     - 20000309 GOOD             MIDT
 RL0454  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0454
 RL0454                          STATION DESCRIPTION
 RL0454
 RL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0454'8.4 MI SW FROM IRON RIVER.
 RL0454'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0454'IRON RIVER, THENCE ABOUT 7.05 MILES SOUTHWEST ALONG STATE
 RL0454'HIGHWAY 73, ABOUT 1.05 MILES NORTHEAST OF THE WISCONSIN-MICHIGAN
 RL0454'STATE LINE AND BRIDGE OVER BRULE RIVER, ABOUT 0.4 MILE EAST OF
 RL0454'THE JUNCTION OF A ROAD NORTH AND A CURVE WITH TANGENTS EAST AND
 RL0454'SOUTHWEST, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0454'183 FEET WEST OF THE CENTER LINE OF A PINE-TREE-LINED DRIVE
 RL0454'NORTH TO A HOUSE, 6.5 FEET WEST OF THE ROW OF PINE TREES BETWEEN
 RL0454'HIGHWAY AND BARN, 34 FEET SOUTH OF POWER POLE NO. 16075, 2.5 FEET
 RL0454'SOUTH OF A FENCE CORNER IN R/W FENCE, ABOUT LEVEL WITH THE
 RL0454'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0454
 RL0454                          STATION RECOVERY (2000)
 RL0454
 RL0454'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0454'US-2, 7.05 MI -S- ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0454'AT -NE- CORNER OF FENCED LIVESTOCK AREA. (NOTE-1.05 MI -N- OF THE
 RL0454'STATE LINE BRIDGE) 73.5 FT -S- OF DRIVE -W-, 34 FT -W- OF HWY C/L, 8.2
 RL0454'FT -SSW- OF HUGE WHITE PINE, 2.6 FT -SW- OF FENCE CORNER AND WITNESS
 RL0454'POST. LEVEL WITH HIGHWAY AND GROUND INSIDE FENCE.
 RL0454
 RL0454                          STATION RECOVERY (2002)
 RL0454
 RL0454'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0462 ***********************************************************************
 RL0462  DESIGNATION -  D 125
 RL0462  PID         -  RL0462
 RL0462  STATE/COUNTY-  MI/IRON
 RL0462  COUNTRY     -  US
 RL0462  USGS QUAD   -  GAASTRA (2017)
 RL0462
 RL0462                         *CURRENT SURVEY CONTROL
 RL0462  ______________________________________________________________________
 RL0462* NAD 83(1986) POSITION- 46 06 28.     (N) 088 31 26.     (W)   SCALED
 RL0462* NAVD 88 ORTHO HEIGHT -   477.061 (meters)     1565.16  (feet) ADJUSTED
 RL0462  ______________________________________________________________________
 RL0462  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 RL0462  DYNAMIC HEIGHT  -        477.067 (meters)     1565.18  (feet) COMP
 RL0462  MODELED GRAVITY -    980,611.6   (mgal)                       NAVD 88
 RL0462
 RL0462  VERT ORDER      -  SECOND    CLASS 0
 RL0462
 RL0462.The horizontal coordinates were scaled from a map and have
 RL0462.an estimated accuracy of +/- 6 seconds.
 RL0462
 RL0462.The orthometric height was determined by differential leveling and
 RL0462.adjusted by the NATIONAL GEODETIC SURVEY
 RL0462.in June 1991.
 RL0462
 RL0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0462.GEOID18 height accuracy estimate available here.
 RL0462
 RL0462.Click photographs - Photos may exist for this station.
 RL0462
 RL0462.The dynamic height is computed by dividing the NAVD 88
 RL0462.geopotential number by the normal gravity value computed on the
 RL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0462.degrees latitude (g = 980.6199 gals.).
 RL0462
 RL0462.The modeled gravity was interpolated from observed gravity values.
 RL0462
 RL0462;                    North         East    Units  Estimated Accuracy
 RL0462;SPC MI N     -   148,340.    7,882,200.      MT  (+/- 180 meters Scaled)
 RL0462
 RL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS822071(NAD 83)
 RL0462
 RL0462                          SUPERSEDED SURVEY CONTROL
 RL0462
 RL0462  NGVD 29 (??/??/92)  477.050  (m)         1565.12   (f) ADJ UNCH    2 0
 RL0462
 RL0462.Superseded values are not recommended for survey control.
 RL0462
 RL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0462.See file dsdata.pdf to determine how the superseded data were derived.
 RL0462
 RL0462_MARKER: DB = BENCH MARK DISK
 RL0462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0462_SP_SET: CULVERT HEADWALL
 RL0462_STAMPING: D 125 1948
 RL0462_MARK LOGO: CGS
 RL0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0462+STABILITY: SURFACE MOTION
 RL0462
 RL0462  HISTORY     - Date     Condition        Report By
 RL0462  HISTORY     - 1948     MONUMENTED       CGS
 RL0462  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0462
 RL0462                          STATION DESCRIPTION
 RL0462
 RL0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0462'2.1 MI E FROM MAPLETON.
 RL0462'2.1 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE BATES TOWNSHIP
 RL0462'HALL AT MAPLETON, ABOUT 0.4 MILE WEST AND UPHILL FROM A ROADSIDE
 RL0462'PARK, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A ROAD SOUTHEAST,
 RL0462'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 RL0462'OF A 40-INCH PIPE CULVERT, 26 FEET NORTH OF THE CENTER LINE OF
 RL0462'THE HIGHWAY, 9.5 FEET NORTH OF THE GUARD RAIL FENCE AND 6 FEET
 RL0462'BELOW THE HIGHWAY.
 RL0462
 RL0462                          STATION RECOVERY (2002)
 RL0462
 RL0462'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0373 ***********************************************************************
 RL0373  DESIGNATION -  D 126
 RL0373  PID         -  RL0373
 RL0373  STATE/COUNTY-  MI/IRON
 RL0373  COUNTRY     -  US
 RL0373  USGS QUAD   -  PERCH LAKE (2017)
 RL0373
 RL0373                         *CURRENT SURVEY CONTROL
 RL0373  ______________________________________________________________________
 RL0373* NAD 83(1986) POSITION- 46 17 02.78   (N) 088 40 31.00   (W)   HD_HELD1
 RL0373* NAVD 88 ORTHO HEIGHT -   475.715 (meters)     1560.74  (feet) ADJUSTED
 RL0373  ______________________________________________________________________
 RL0373  GEOID HEIGHT    -        -32.059 (meters)                     GEOID18
 RL0373  DYNAMIC HEIGHT  -        475.727 (meters)     1560.78  (feet) COMP
 RL0373  MODELED GRAVITY -    980,625.1   (mgal)                       NAVD 88
 RL0373
 RL0373  VERT ORDER      -  SECOND    CLASS 0
 RL0373
 RL0373.The horizontal coordinates were determined by differentially corrected
 RL0373.hand held GPS observations or other comparable positioning techniques
 RL0373.and have an estimated accuracy of +/- 3 meters.
 RL0373
 RL0373.The orthometric height was determined by differential leveling and
 RL0373.adjusted by the NATIONAL GEODETIC SURVEY
 RL0373.in June 1991.
 RL0373
 RL0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0373.GEOID18 height accuracy estimate available here.
 RL0373
 RL0373.Click photographs - Photos may exist for this station.
 RL0373
 RL0373.The dynamic height is computed by dividing the NAVD 88
 RL0373.geopotential number by the normal gravity value computed on the
 RL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0373.degrees latitude (g = 980.6199 gals.).
 RL0373
 RL0373.The modeled gravity was interpolated from observed gravity values.
 RL0373
 RL0373;                    North         East    Units  Estimated Accuracy
 RL0373;SPC MI N     -   168,165.9   7,870,915.4     MT  (+/- 3 meters HH1 GPS) 
 RL0373
 RL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7094526978(NAD 83)
 RL0373
 RL0373                          SUPERSEDED SURVEY CONTROL
 RL0373
 RL0373  NGVD 29 (??/??/92)  475.716  (m)         1560.74   (f) ADJ UNCH    2 0
 RL0373
 RL0373.Superseded values are not recommended for survey control.
 RL0373
 RL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0373.See file dsdata.pdf to determine how the superseded data were derived.
 RL0373
 RL0373_MARKER: DB = BENCH MARK DISK
 RL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0373_STAMPING: D 126 1948
 RL0373_MARK LOGO: CGS
 RL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0373+STABILITY: SURFACE MOTION
 RL0373
 RL0373  HISTORY     - Date     Condition        Report By
 RL0373  HISTORY     - 1948     MONUMENTED       CGS
 RL0373  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0373  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0373
 RL0373                          STATION DESCRIPTION
 RL0373
 RL0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0373'4.8 MI N FROM GIBBS CITY.
 RL0373'4.85 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0373'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.3 MILE
 RL0373'SOUTH OF A 24-INCH PIPE CULVERT, ABOUT 0.15 MILE NORTH OF THE
 RL0373'JUNCTION OF A TRAIL EAST, 22 FEET EAST OF THE CENTER LINE OF THE
 RL0373'ROAD, 9 FEET SOUTH OF A DIM TRAIL EAST-NORTHEAST, 40.5 FEET
 RL0373'SOUTH OF THE SOUTH END OF AN ANGULAR SHAPED BOULDER 6 BY 3 BY
 RL0373'2 1/2 FEET, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0373'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0373'PROJECTING 5 INCHES.
 RL0373
 RL0373                          STATION RECOVERY (1982)
 RL0373
 RL0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0373'MARK NOT FOUND.
 RL0373
 RL0373                          STATION RECOVERY (1997)
 RL0373
 RL0373'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0311 ***********************************************************************
 RL0311  DESIGNATION -  D 127
 RL0311  PID         -  RL0311
 RL0311  STATE/COUNTY-  MI/IRON
 RL0311  COUNTRY     -  US
 RL0311  USGS QUAD   -  TUNIS (2017)
 RL0311
 RL0311                         *CURRENT SURVEY CONTROL
 RL0311  ______________________________________________________________________
 RL0311* NAD 83(1986) POSITION- 46 23 03.     (N) 088 33 46.     (W)   SCALED
 RL0311* NAVD 88 ORTHO HEIGHT -   467.303 (meters)     1533.14  (feet) ADJUSTED
 RL0311  ______________________________________________________________________
 RL0311  GEOID HEIGHT    -        -32.312 (meters)                     GEOID18
 RL0311  DYNAMIC HEIGHT  -        467.322 (meters)     1533.21  (feet) COMP
 RL0311  MODELED GRAVITY -    980,639.5   (mgal)                       NAVD 88
 RL0311
 RL0311  VERT ORDER      -  SECOND    CLASS 0
 RL0311
 RL0311.The horizontal coordinates were scaled from a map and have
 RL0311.an estimated accuracy of +/- 6 seconds.
 RL0311
 RL0311.The orthometric height was determined by differential leveling and
 RL0311.adjusted by the NATIONAL GEODETIC SURVEY
 RL0311.in June 1991.
 RL0311
 RL0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0311.GEOID18 height accuracy estimate available here.
 RL0311
 RL0311.Click photographs - Photos may exist for this station.
 RL0311
 RL0311.The dynamic height is computed by dividing the NAVD 88
 RL0311.geopotential number by the normal gravity value computed on the
 RL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0311.degrees latitude (g = 980.6199 gals.).
 RL0311
 RL0311.The modeled gravity was interpolated from observed gravity values.
 RL0311
 RL0311;                    North         East    Units  Estimated Accuracy
 RL0311;SPC MI N     -   179,110.    7,879,800.      MT  (+/- 180 meters Scaled)
 RL0311
 RL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS798379(NAD 83)
 RL0311
 RL0311                          SUPERSEDED SURVEY CONTROL
 RL0311
 RL0311  NGVD 29 (??/??/92)  467.295  (m)         1533.12   (f) ADJ UNCH    2 0
 RL0311
 RL0311.Superseded values are not recommended for survey control.
 RL0311
 RL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0311.See file dsdata.pdf to determine how the superseded data were derived.
 RL0311
 RL0311_MARKER: DB = BENCH MARK DISK
 RL0311_SETTING: 80 = SET IN A BOULDER
 RL0311_STAMPING: D 127 1948
 RL0311_MARK LOGO: CGS
 RL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0311+STABILITY: SURFACE MOTION
 RL0311
 RL0311  HISTORY     - Date     Condition        Report By
 RL0311  HISTORY     - 1948     MONUMENTED       CGS
 RL0311  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0311
 RL0311                          STATION DESCRIPTION
 RL0311
 RL0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0311'2.5 MI W FROM PARK SIDING.
 RL0311'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0311'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 2.0 MILES
 RL0311'WEST AND SOUTHWEST ALONG A LOGGING ROAD, AT THE SOUTH PART OF A
 RL0311'LARGE CLEARING, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0311'EAST AND ACROSS ROAD FROM AN OLD CAMP SITE, ABOUT 40 YARDS
 RL0311'NORTH OF THE NORTH EDGE OF A GROVE OF YOUNG ASPEN TREES, SET IN
 RL0311'THE TOP AND 1 FOOT NORTHWEST OF THE HIGHEST POINT OF A LARGE
 RL0311'BOULDER AND ABOUT 2 FEET ABOVE THE ROAD.
 RL0311
 RL0311                          STATION RECOVERY (1982)
 RL0311
 RL0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0694 ***********************************************************************
 RL0694  DESIGNATION -  D 128
 RL0694  PID         -  RL0694
 RL0694  STATE/COUNTY-  MI/HOUGHTON
 RL0694  COUNTRY     -  US
 RL0694  USGS QUAD   -  SIDNAW (2017)
 RL0694
 RL0694                         *CURRENT SURVEY CONTROL
 RL0694  ______________________________________________________________________
 RL0694* NAD 83(1986) POSITION- 46 30 31.     (N) 088 42 36.     (W)   SCALED
 RL0694* NAVD 88 ORTHO HEIGHT -   416.173 (meters)     1365.39  (feet) ADJUSTED
 RL0694  ______________________________________________________________________
 RL0694  GEOID HEIGHT    -        -32.621 (meters)                     GEOID18
 RL0694  DYNAMIC HEIGHT  -        416.184 (meters)     1365.43  (feet) COMP
 RL0694  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 RL0694
 RL0694  VERT ORDER      -  SECOND    CLASS 0
 RL0694
 RL0694.The horizontal coordinates were scaled from a map and have
 RL0694.an estimated accuracy of +/- 6 seconds.
 RL0694
 RL0694.The orthometric height was determined by differential leveling and
 RL0694.adjusted by the NATIONAL GEODETIC SURVEY
 RL0694.in June 1991.
 RL0694
 RL0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0694.GEOID18 height accuracy estimate available here.
 RL0694
 RL0694.Click photographs - Photos may exist for this station.
 RL0694
 RL0694.The dynamic height is computed by dividing the NAVD 88
 RL0694.geopotential number by the normal gravity value computed on the
 RL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0694.degrees latitude (g = 980.6199 gals.).
 RL0694
 RL0694.The modeled gravity was interpolated from observed gravity values.
 RL0694
 RL0694;                    North         East    Units  Estimated Accuracy
 RL0694;SPC MI N     -   193,170.    7,868,780.      MT  (+/- 180 meters Scaled)
 RL0694
 RL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS688519(NAD 83)
 RL0694
 RL0694                          SUPERSEDED SURVEY CONTROL
 RL0694
 RL0694  NGVD 29 (??/??/92)  416.183  (m)         1365.43   (f) ADJ UNCH    2 0
 RL0694
 RL0694.Superseded values are not recommended for survey control.
 RL0694
 RL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0694.See file dsdata.pdf to determine how the superseded data were derived.
 RL0694
 RL0694_MARKER: DB = BENCH MARK DISK
 RL0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0694_STAMPING: D 128 1948
 RL0694_MARK LOGO: CGS
 RL0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0694+STABILITY: SURFACE MOTION
 RL0694
 RL0694  HISTORY     - Date     Condition        Report By
 RL0694  HISTORY     - 1948     MONUMENTED       CGS
 RL0694  HISTORY     - 1989     GOOD             USPSQD
 RL0694
 RL0694                          STATION DESCRIPTION
 RL0694
 RL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0694'AT SIDNAW.
 RL0694'AT SIDNAW, AT THE PRICKETT-GROOMS AIRPORT, AT THE INTERSECTION
 RL0694'OF THE EAST-WEST AND NORTH-SOUTH RUNWAYS, 358 FEET NORTHEAST
 RL0694'OF THE NORTHEAST CORNER OF THE SIDNAW SCHOOL, 63 FEET EAST OF
 RL0694'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 63 FEET NORTH OF THE
 RL0694'NORTH EDGE OF THE EAST-WEST RUNWAY, 11.8 FEET SOUTH OF A WIND
 RL0694'SOCK POLE, 46 FEET EAST-SOUTHEAST OF THE EAST END OF A 40-INCH
 RL0694'PIPE CULVERT UNDER THE NORTH-SOUTH RUNWAY, 2 FEET EAST OF A
 RL0694'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RL0694'POST PROJECTING 5 INCHES.
 RL0694
 RL0694                          STATION RECOVERY (1989)
 RL0694
 RL0694'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0651 ***********************************************************************
 RL0651  DESIGNATION -  D 129
 RL0651  PID         -  RL0651
 RL0651  STATE/COUNTY-  MI/BARAGA
 RL0651  COUNTRY     -  US
 RL0651  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0651
 RL0651                         *CURRENT SURVEY CONTROL
 RL0651  ______________________________________________________________________
 RL0651* NAD 83(1986) POSITION- 46 40 38.     (N) 088 35 32.     (W)   SCALED
 RL0651* NAVD 88 ORTHO HEIGHT -   366.556 (meters)     1202.61  (feet) ADJUSTED
 RL0651  ______________________________________________________________________
 RL0651  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 RL0651  DYNAMIC HEIGHT  -        366.568 (meters)     1202.65  (feet) COMP
 RL0651  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 RL0651
 RL0651  VERT ORDER      -  SECOND    CLASS 0
 RL0651
 RL0651.The horizontal coordinates were scaled from a map and have
 RL0651.an estimated accuracy of +/- 6 seconds.
 RL0651
 RL0651.The orthometric height was determined by differential leveling and
 RL0651.adjusted by the NATIONAL GEODETIC SURVEY
 RL0651.in June 1991.
 RL0651
 RL0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0651.GEOID18 height accuracy estimate available here.
 RL0651
 RL0651.Click photographs - Photos may exist for this station.
 RL0651
 RL0651.The dynamic height is computed by dividing the NAVD 88
 RL0651.geopotential number by the normal gravity value computed on the
 RL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0651.degrees latitude (g = 980.6199 gals.).
 RL0651
 RL0651.The modeled gravity was interpolated from observed gravity values.
 RL0651
 RL0651;                    North         East    Units  Estimated Accuracy
 RL0651;SPC MI N     -   211,720.    7,878,190.      MT  (+/- 180 meters Scaled)
 RL0651
 RL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS782705(NAD 83)
 RL0651
 RL0651                          SUPERSEDED SURVEY CONTROL
 RL0651
 RL0651  NGVD 29 (??/??/92)  366.522  (m)         1202.50   (f) ADJ UNCH    2 0
 RL0651
 RL0651.Superseded values are not recommended for survey control.
 RL0651
 RL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0651.See file dsdata.pdf to determine how the superseded data were derived.
 RL0651
 RL0651_MARKER: DB = BENCH MARK DISK
 RL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0651_STAMPING: D 129 1948
 RL0651_MARK LOGO: CGS
 RL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0651+STABILITY: SURFACE MOTION
 RL0651
 RL0651  HISTORY     - Date     Condition        Report By
 RL0651  HISTORY     - 1948     MONUMENTED       CGS
 RL0651  HISTORY     - 20030518 MARK NOT FOUND   GEOCAC
 RL0651
 RL0651                          STATION DESCRIPTION
 RL0651
 RL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0651'8.8 MI SW FROM BARAGA.
 RL0651'8.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0651'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0651'BARAGA, ABOUT 1.85 MILES NORTH OF THE JUNCTION OF A TRAIL LEADING
 RL0651'SOUTHEAST TO LITTLE LAKE, AT THE BOTTOM OF GRADES AND AT THE
 RL0651'JUNCTION OF A DIM TRAIL EAST, 28 FEET EAST OF THE CENTER LINE
 RL0651'OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE TRAIL,
 RL0651'27.5 FEET NORTH AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED
 RL0651'10-INCH JACK PINE TREE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN
 RL0651'WITNESS POST, 1 FOOT ABOVE THE ROAD AND TRAIL AND SET IN THE
 RL0651'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0651
 RL0651                          STATION RECOVERY (2003)
 RL0651
 RL0651'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL0651'ROAD IS BEING WIDENED THIS DATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0146 ***********************************************************************
 PL0146  DESIGNATION -  D 13
 PL0146  PID         -  PL0146
 PL0146  STATE/COUNTY-  MI/CRAWFORD
 PL0146  COUNTRY     -  US
 PL0146  USGS QUAD   -  FREDERIC (2017)
 PL0146
 PL0146                         *CURRENT SURVEY CONTROL
 PL0146  ______________________________________________________________________
 PL0146* NAD 83(1986) POSITION- 44 48 27.30   (N) 084 45 13.92   (W)   HD_HELD1
 PL0146* NAVD 88 ORTHO HEIGHT -   374.301 (meters)     1228.02  (feet) ADJUSTED
 PL0146  ______________________________________________________________________
 PL0146  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 PL0146  DYNAMIC HEIGHT  -        374.257 (meters)     1227.87  (feet) COMP
 PL0146  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 PL0146
 PL0146  VERT ORDER      -  FIRST     CLASS II
 PL0146
 PL0146.The horizontal coordinates were determined by differentially corrected
 PL0146.hand held GPS observations or other comparable positioning techniques
 PL0146.and have an estimated accuracy of +/- 3 meters.
 PL0146
 PL0146.The orthometric height was determined by differential leveling and
 PL0146.adjusted by the NATIONAL GEODETIC SURVEY
 PL0146.in June 1991.
 PL0146
 PL0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0146.GEOID18 height accuracy estimate available here.
 PL0146
 PL0146.Click photographs - Photos may exist for this station.
 PL0146
 PL0146.The dynamic height is computed by dividing the NAVD 88
 PL0146.geopotential number by the normal gravity value computed on the
 PL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0146.degrees latitude (g = 980.6199 gals.).
 PL0146
 PL0146.The modeled gravity was interpolated from observed gravity values.
 PL0146
 PL0146;                    North         East    Units  Estimated Accuracy
 PL0146;SPC MI C     -   165,743.6   5,969,371.2     MT  (+/- 3 meters HH1 GPS) 
 PL0146
 PL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7762164029(NAD 83)
 PL0146
 PL0146                          SUPERSEDED SURVEY CONTROL
 PL0146
 PL0146  NGVD 29 (??/??/92)  374.399  (m)         1228.34   (f) ADJ UNCH    1 2
 PL0146
 PL0146.Superseded values are not recommended for survey control.
 PL0146
 PL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0146.See file dsdata.pdf to determine how the superseded data were derived.
 PL0146
 PL0146_MARKER: DB = BENCH MARK DISK
 PL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0146_STAMPING: ELEV 1228.341 FT D 13 1916
 PL0146_MARK LOGO: CGS
 PL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0146+STABILITY: SURFACE MOTION
 PL0146
 PL0146  HISTORY     - Date     Condition        Report By
 PL0146  HISTORY     - 1916     MONUMENTED       CGS
 PL0146  HISTORY     - 1949     GOOD             CGS
 PL0146  HISTORY     - 19830920 POOR             USGS
 PL0146  HISTORY     - 20230703 MARK NOT FOUND   MIDT
 PL0146
 PL0146                          STATION DESCRIPTION
 PL0146
 PL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0146'2 MI N FROM FREDERIC.
 PL0146'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0146'CRAWFORD COUNTY, AT MILEPOST 79, AND 42.1 FEET EAST OF THE EAST
 PL0146'RAIL.  A STANDARD DISK, STAMPED ELEV. 1228.341 FT. D 13 1916
 PL0146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 PL0146'GROUND.
 PL0146
 PL0146                          STATION RECOVERY (1983)
 PL0146
 PL0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (AER)
 PL0146'MARK RECOVERED IN POOR CONDITION.
 PL0146
 PL0146                          STATION RECOVERY (2023)
 PL0146
 PL0146'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 PL0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1244 ***********************************************************************
 RL1244  DESIGNATION -  D 132
 RL1244  PID         -  RL1244
 RL1244  STATE/COUNTY-  MI/GOGEBIC
 RL1244  COUNTRY     -  US
 RL1244  USGS QUAD   -  WAKEFIELD (2017)
 RL1244
 RL1244                         *CURRENT SURVEY CONTROL
 RL1244  ______________________________________________________________________
 RL1244* NAD 83(1986) POSITION- 46 29 17.     (N) 089 55 51.     (W)   SCALED
 RL1244* NAVD 88 ORTHO HEIGHT -   447.969 (meters)     1469.71  (feet) ADJUSTED
 RL1244  ______________________________________________________________________
 RL1244  GEOID HEIGHT    -        -30.725 (meters)                     GEOID18
 RL1244  DYNAMIC HEIGHT  -        447.987 (meters)     1469.77  (feet) COMP
 RL1244  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 RL1244
 RL1244  VERT ORDER      -  SECOND    CLASS 0
 RL1244
 RL1244.The horizontal coordinates were scaled from a map and have
 RL1244.an estimated accuracy of +/- 6 seconds.
 RL1244
 RL1244.The orthometric height was determined by differential leveling and
 RL1244.adjusted by the NATIONAL GEODETIC SURVEY
 RL1244.in June 1991.
 RL1244
 RL1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1244.GEOID18 height accuracy estimate available here.
 RL1244
 RL1244.Click photographs - Photos may exist for this station.
 RL1244
 RL1244.The dynamic height is computed by dividing the NAVD 88
 RL1244.geopotential number by the normal gravity value computed on the
 RL1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1244.degrees latitude (g = 980.6199 gals.).
 RL1244
 RL1244.The modeled gravity was interpolated from observed gravity values.
 RL1244
 RL1244;                    North         East    Units  Estimated Accuracy
 RL1244;SPC MI N     -   193,630.    7,775,040.      MT  (+/- 180 meters Scaled)
 RL1244
 RL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS750524(NAD 83)
 RL1244
 RL1244                          SUPERSEDED SURVEY CONTROL
 RL1244
 RL1244  NGVD 29 (??/??/92)  447.976  (m)         1469.73   (f) ADJ UNCH    2 0
 RL1244
 RL1244.Superseded values are not recommended for survey control.
 RL1244
 RL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1244.See file dsdata.pdf to determine how the superseded data were derived.
 RL1244
 RL1244_MARKER: DB = BENCH MARK DISK
 RL1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1244_SP_SET: BRIDGE
 RL1244_STAMPING: D 132 1948
 RL1244_MARK LOGO: CGS
 RL1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1244
 RL1244  HISTORY     - Date     Condition        Report By
 RL1244  HISTORY     - 1948     MONUMENTED       CGS
 RL1244  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1244  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1244  HISTORY     - 19950612 GOOD             USPSQD
 RL1244  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1244  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1244  HISTORY     - 20100831 MARK NOT FOUND   MIDT
 RL1244
 RL1244                          STATION DESCRIPTION
 RL1244
 RL1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1244'1.3 MI E FROM WAKEFIELD.
 RL1244'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 28 FROM STATE POLICE
 RL1244'HEADQUARTES AT WAKEFIELD, 164 FEET EAST OF THE CENTER OF THE
 RL1244'JUNCTION OF A ROAD NORTH TO THOMASTON, 14 FEET SOUTH OF THE
 RL1244'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHEAST
 RL1244'WING WALL OF A 20-FOOT CONCRETE BRIDGE OVER A CREEK.
 RL1244
 RL1244                          STATION RECOVERY (1985)
 RL1244
 RL1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1244'THERE IS A NEW CULVERT AT THIS LOCATION.
 RL1244
 RL1244                          STATION RECOVERY (1987)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1244'MARK NOT FOUND.
 RL1244
 RL1244                          STATION RECOVERY (1995)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1244'RECOVERED IN GOOD CONDITION.
 RL1244
 RL1244                          STATION RECOVERY (2003)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1244'MARK NOT FOUND.
 RL1244
 RL1244                          STATION RECOVERY (2004)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1244'MARK NOT FOUND.
 RL1244
 RL1244                          STATION RECOVERY (2010)
 RL1244
 RL1244'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0044 ***********************************************************************
 RM0044  DESIGNATION -  D 133
 RM0044  PID         -  RM0044
 RM0044  STATE/COUNTY-  MI/GOGEBIC
 RM0044  COUNTRY     -  US
 RM0044  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0044
 RM0044                         *CURRENT SURVEY CONTROL
 RM0044  ______________________________________________________________________
 RM0044* NAD 83(1986) POSITION- 46 33 50.9    (N) 090 09 36.5    (W)   HD_HELD2
 RM0044* NAVD 88 ORTHO HEIGHT -   361.631 (meters)     1186.45  (feet) ADJUSTED
 RM0044  ______________________________________________________________________
 RM0044  GEOID HEIGHT    -        -30.572 (meters)                     GEOID18
 RM0044  DYNAMIC HEIGHT  -        361.667 (meters)     1186.57  (feet) COMP
 RM0044  MODELED GRAVITY -    980,701.8   (mgal)                       NAVD 88
 RM0044
 RM0044  VERT ORDER      -  SECOND    CLASS I
 RM0044
 RM0044.The horizontal coordinates were established by autonomous hand held GPS
 RM0044.observations and have an estimated accuracy of +/- 10 meters.
 RM0044
 RM0044.The orthometric height was determined by differential leveling and
 RM0044.adjusted by the NATIONAL GEODETIC SURVEY
 RM0044.in June 1991.
 RM0044
 RM0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0044.GEOID18 height accuracy estimate available here.
 RM0044
 RM0044.Click photographs - Photos may exist for this station.
 RM0044
 RM0044.The dynamic height is computed by dividing the NAVD 88
 RM0044.geopotential number by the normal gravity value computed on the
 RM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0044.degrees latitude (g = 980.6199 gals.).
 RM0044
 RM0044.The modeled gravity was interpolated from observed gravity values.
 RM0044
 RM0044;                    North         East    Units  Estimated Accuracy
 RM0044;SPC MI N     -   202,756.    7,757,790.      MT  (+/- 10 meters HH2 GPS)
 RM0044
 RM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1764660648(NAD 83)
 RM0044
 RM0044                          SUPERSEDED SURVEY CONTROL
 RM0044
 RM0044  NGVD 29 (??/??/92)  361.659  (m)         1186.54   (f) ADJ UNCH    2 0
 RM0044
 RM0044.Superseded values are not recommended for survey control.
 RM0044
 RM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0044.See file dsdata.pdf to determine how the superseded data were derived.
 RM0044
 RM0044_MARKER: DB = BENCH MARK DISK
 RM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0044_STAMPING: D 133 1948
 RM0044_MARK LOGO: CGS
 RM0044_PROJECTION: FLUSH
 RM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0044+STABILITY: SURFACE MOTION
 RM0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0044+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 RM0044
 RM0044  HISTORY     - Date     Condition        Report By
 RM0044  HISTORY     - 1948     MONUMENTED       CGS
 RM0044  HISTORY     - 1987     GOOD             USPSQD
 RM0044  HISTORY     - 19960625 GOOD             USPSQD
 RM0044  HISTORY     - 20020613 GOOD             USPSQD
 RM0044  HISTORY     - 20180712 GOOD             WIDT
 RM0044
 RM0044                          STATION DESCRIPTION
 RM0044
 RM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0044'4 MI N FROM NORTH IRONWOOD.
 RM0044'ABOUT 3.95 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0044'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0044'IRONWOOD, ABOUT 1.05 MILES SOUTHEAST OF THE CONCRETE BRIDGE OVER
 RM0044'MUD CREEK, ABOUT 0.75 MILE NORTHWEST OF AN EAST-WEST CROSS ROAD, 0.25
 RM0044'MILE WEST OF A CURVE IN THE ROAD WITH TANGENTS WEST AND SOUTH AND
 RM0044'THE JUNCTION OF A ROAD NORTH, 506 FEET EAST OF THE CENTER LINE OF
 RM0044'A DRIVE TO LARGE BARN AND WHITE HOUSE, 70 FEET EAST OF A POWER
 RM0044'POLE AND IN LINE WITH THE ROW OF POLES, 33 FEET SOUTH OF THE
 RM0044'CENTER LINE OF THE ROAD, 14 FEET EAST OF A FENCE CORNER, 1 1/2
 RM0044'FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN
 RM0044'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RM0044
 RM0044                          STATION RECOVERY (1987)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0044'RECOVERED IN GOOD CONDITION.
 RM0044
 RM0044                          STATION RECOVERY (1996)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0044'RECOVERED IN GOOD CONDITION.
 RM0044
 RM0044                          STATION RECOVERY (2002)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0044'RECOVERED IN GOOD CONDITION.
 RM0044
 RM0044                          STATION RECOVERY (2018)
 RM0044
 RM0044'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1320 ***********************************************************************
 RL1320  DESIGNATION -  D 134
 RL1320  PID         -  RL1320
 RL1320  STATE/COUNTY-  MI/ONTONAGON
 RL1320  COUNTRY     -  US
 RL1320  USGS QUAD   -  MERRIWEATHER (2017)
 RL1320
 RL1320                         *CURRENT SURVEY CONTROL
 RL1320  ______________________________________________________________________
 RL1320* NAD 83(1986) POSITION- 46 37 06.     (N) 089 42 06.     (W)   SCALED
 RL1320* NAVD 88 ORTHO HEIGHT -   430.042 (meters)     1410.90  (feet) ADJUSTED
 RL1320  ______________________________________________________________________
 RL1320  GEOID HEIGHT    -        -30.690 (meters)                     GEOID18
 RL1320  DYNAMIC HEIGHT  -        430.079 (meters)     1411.02  (feet) COMP
 RL1320  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 RL1320
 RL1320  VERT ORDER      -  SECOND    CLASS 0
 RL1320
 RL1320.The horizontal coordinates were scaled from a map and have
 RL1320.an estimated accuracy of +/- 6 seconds.
 RL1320
 RL1320.The orthometric height was determined by differential leveling and
 RL1320.adjusted by the NATIONAL GEODETIC SURVEY
 RL1320.in June 1991.
 RL1320
 RL1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1320.GEOID18 height accuracy estimate available here.
 RL1320
 RL1320.Click photographs - Photos may exist for this station.
 RL1320
 RL1320.The dynamic height is computed by dividing the NAVD 88
 RL1320.geopotential number by the normal gravity value computed on the
 RL1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1320.degrees latitude (g = 980.6199 gals.).
 RL1320
 RL1320.The modeled gravity was interpolated from observed gravity values.
 RL1320
 RL1320;                    North         East    Units  Estimated Accuracy
 RL1320;SPC MI N     -   207,480.    7,793,120.      MT  (+/- 180 meters Scaled)
 RL1320
 RL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS931662(NAD 83)
 RL1320
 RL1320                          SUPERSEDED SURVEY CONTROL
 RL1320
 RL1320  NGVD 29 (??/??/92)  430.056  (m)         1410.94   (f) ADJ UNCH    2 0
 RL1320
 RL1320.Superseded values are not recommended for survey control.
 RL1320
 RL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1320.See file dsdata.pdf to determine how the superseded data were derived.
 RL1320
 RL1320_MARKER: DB = BENCH MARK DISK
 RL1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1320_STAMPING: D 134 1948
 RL1320_MARK LOGO: CGS
 RL1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1320+STABILITY: SURFACE MOTION
 RL1320
 RL1320  HISTORY     - Date     Condition        Report By
 RL1320  HISTORY     - 1948     MONUMENTED       CGS
 RL1320  HISTORY     - 1985     GOOD             NGS
 RL1320  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1320  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1320
 RL1320                          STATION DESCRIPTION
 RL1320
 RL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1320'6.2 MI NW FROM MERRIWEATHER.
 RL1320'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1320'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 4.65 MILES NORTH
 RL1320'ALONG A LOGGING ROAD, 0.2 MILES SOUTH OF A BRIDGE OVER A SMALL CREEK,
 RL1320'1.25 MILES NORTHWEST OF A LOGGING CAMP, AT A SMALL CLEARING, 240
 RL1320'FEET SOUTH OF THE CENTER LINE OF A FIRE TRAIL EAST, 27 FEET
 RL1320'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTHEAST
 RL1320'OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 2 FEET SOUTH OF A WHITE
 RL1320'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 RL1320'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL1320
 RL1320                          STATION RECOVERY (1985)
 RL1320
 RL1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1320'RECOVERED IN GOOD CONDITION.
 RL1320
 RL1320                          STATION RECOVERY (1988)
 RL1320
 RL1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1320'MARK NOT FOUND.
 RL1320
 RL1320                          STATION RECOVERY (2001)
 RL1320
 RL1320'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1343 ***********************************************************************
 RL1343  DESIGNATION -  D 136
 RL1343  PID         -  RL1343
 RL1343  STATE/COUNTY-  MI/ONTONAGON
 RL1343  COUNTRY     -  US
 RL1343  USGS QUAD   -  GOVERNMENT PEAK (2017)
 RL1343
 RL1343                         *CURRENT SURVEY CONTROL
 RL1343  ______________________________________________________________________
 RL1343* NAD 83(1986) POSITION- 46 45 09.     (N) 089 38 15.     (W)   SCALED
 RL1343* NAVD 88 ORTHO HEIGHT -   306.147 (meters)     1004.42  (feet) ADJUSTED
 RL1343  ______________________________________________________________________
 RL1343  GEOID HEIGHT    -        -30.851 (meters)                     GEOID18
 RL1343  DYNAMIC HEIGHT  -        306.184 (meters)     1004.54  (feet) COMP
 RL1343  MODELED GRAVITY -    980,724.0   (mgal)                       NAVD 88
 RL1343
 RL1343  VERT ORDER      -  SECOND    CLASS 0
 RL1343
 RL1343.The horizontal coordinates were scaled from a map and have
 RL1343.an estimated accuracy of +/- 6 seconds.
 RL1343
 RL1343.The orthometric height was determined by differential leveling and
 RL1343.adjusted by the NATIONAL GEODETIC SURVEY
 RL1343.in June 1991.
 RL1343
 RL1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1343.GEOID18 height accuracy estimate available here.
 RL1343
 RL1343.Click photographs - Photos may exist for this station.
 RL1343
 RL1343.The dynamic height is computed by dividing the NAVD 88
 RL1343.geopotential number by the normal gravity value computed on the
 RL1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1343.degrees latitude (g = 980.6199 gals.).
 RL1343
 RL1343.The modeled gravity was interpolated from observed gravity values.
 RL1343
 RL1343;                    North         East    Units  Estimated Accuracy
 RL1343;SPC MI N     -   222,220.    7,798,530.      MT  (+/- 180 meters Scaled)
 RL1343
 RL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS985810(NAD 83)
 RL1343
 RL1343                          SUPERSEDED SURVEY CONTROL
 RL1343
 RL1343  NGVD 29 (??/??/92)  306.170  (m)         1004.49   (f) ADJ UNCH    2 0
 RL1343
 RL1343.Superseded values are not recommended for survey control.
 RL1343
 RL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1343.See file dsdata.pdf to determine how the superseded data were derived.
 RL1343
 RL1343_MARKER: DB = BENCH MARK DISK
 RL1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1343_STAMPING: D 136 1948
 RL1343_MARK LOGO: CGS
 RL1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1343+STABILITY: SURFACE MOTION
 RL1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1343+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 RL1343
 RL1343  HISTORY     - Date     Condition        Report By
 RL1343  HISTORY     - 1948     MONUMENTED       CGS
 RL1343  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1343  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1343  HISTORY     - 20041104 GOOD             GEOCAC
 RL1343
 RL1343                          STATION DESCRIPTION
 RL1343
 RL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1343'8.1 MI SW FROM SILVER CITY.
 RL1343'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1343'STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG THE
 RL1343'NONESUCH MINE ROAD, THENCE 1.0 MILE WEST ALONG AN OLD ROAD LEADING
 RL1343'TO WHITE PINE EXTENSION MINE, 1.0 MILE WEST OF THE ROAD INTERSECTION
 RL1343'AT NONESUCH MINE, 0.15 MILE WEST OF AN ABANDONED SAWMILL, AT THE
 RL1343'JUNCTION OF A DIM SIDE ROAD LEADING NORTHWEST, NEAR THE NORTHEAST
 RL1343'END OF A CURVE WITH TANGENTS NORTHWEST AND NORTHEAST, 38 FEET
 RL1343'NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF THE
 RL1343'CENTER LINE OF THE SIDE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS
 RL1343'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL1343'CONCRETE POST PROJECTING 6 INCHES.
 RL1343
 RL1343                          STATION RECOVERY (1988)
 RL1343
 RL1343'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1343'MARK NOT FOUND.
 RL1343
 RL1343                          STATION RECOVERY (2004)
 RL1343
 RL1343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1343'MARK NOT FOUND.
 RL1343
 RL1343                          STATION RECOVERY (2004)
 RL1343
 RL1343'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1343'2.6 MILES WEST ALONG HWY 117 FROM THE JUNCTION WITH HWY M-64 IN SILVER
 RL1343'CITY, THENCE 5.15 MILES SOUTH ALONG SOUTH BOUNDARY ROAD (BUILT CIRCA
 RL1343'1960.) TO THE MARK ON THE LEFT. 1.0 MILE WEST OF A CLOSED GRAVEL ROAD
 RL1343'SOUTH TO THE OLD NONESUCH MINE HISTORIC AREA AND ABOUT 0.2 MILES EAST
 RL1343'OF A ROAD SOUTH TO NO. 36549 NONESUCH LODGE.
 RL1343'
 RL1343'IT IS 131 FEET EAST AND 151 FEET SOUTH FROM CENTERLINE OF THE ROAD AT
 RL1343'A CULVERT OR 75 FEET EAST AND 151 FEET SOUTH OF THE JUNCTION OF A VERY
 RL1343'DIM TRAIL NORTH.  MARK IS BELOW LEVEL WITH THE HIGHWAY, PROJECTING
 RL1343'4-INCHES ABOVE GROUND AND 1 FOOT NORTH OF A METAL WITNESS POST WITH
 RL1343'SIGN ATTACHED.  NOTE-MARK IS IN THE PORCUPINE MOUNTAINS WILDERNESS
 RL1343'STATE PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0875 ***********************************************************************
 RL0875  DESIGNATION -  D 137
 RL0875  PID         -  RL0875
 RL0875  STATE/COUNTY-  MI/ONTONAGON
 RL0875  COUNTRY     -  US
 RL0875  USGS QUAD   -  MATCHWOOD NW (2017)
 RL0875
 RL0875                         *CURRENT SURVEY CONTROL
 RL0875  ______________________________________________________________________
 RL0875* NAD 83(1986) POSITION- 46 41 04.     (N) 089 22 40.     (W)   SCALED
 RL0875* NAVD 88 ORTHO HEIGHT -   386.733 (meters)     1268.81  (feet) ADJUSTED
 RL0875  ______________________________________________________________________
 RL0875  GEOID HEIGHT    -        -31.339 (meters)                     GEOID18
 RL0875  DYNAMIC HEIGHT  -        386.770 (meters)     1268.93  (feet) COMP
 RL0875  MODELED GRAVITY -    980,697.5   (mgal)                       NAVD 88
 RL0875
 RL0875  VERT ORDER      -  SECOND    CLASS 0
 RL0875
 RL0875.The horizontal coordinates were scaled from a map and have
 RL0875.an estimated accuracy of +/- 6 seconds.
 RL0875
 RL0875.The orthometric height was determined by differential leveling and
 RL0875.adjusted by the NATIONAL GEODETIC SURVEY
 RL0875.in June 1991.
 RL0875
 RL0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0875.GEOID18 height accuracy estimate available here.
 RL0875
 RL0875.Click photographs - Photos may exist for this station.
 RL0875
 RL0875.The dynamic height is computed by dividing the NAVD 88
 RL0875.geopotential number by the normal gravity value computed on the
 RL0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0875.degrees latitude (g = 980.6199 gals.).
 RL0875
 RL0875.The modeled gravity was interpolated from observed gravity values.
 RL0875
 RL0875;                    North         East    Units  Estimated Accuracy
 RL0875;SPC MI N     -   214,030.    7,818,130.      MT  (+/- 180 meters Scaled)
 RL0875
 RL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS181728(NAD 83)
 RL0875
 RL0875                          SUPERSEDED SURVEY CONTROL
 RL0875
 RL0875  NGVD 29 (??/??/92)  386.743  (m)         1268.84   (f) ADJ UNCH    2 0
 RL0875
 RL0875.Superseded values are not recommended for survey control.
 RL0875
 RL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0875.See file dsdata.pdf to determine how the superseded data were derived.
 RL0875
 RL0875_MARKER: DB = BENCH MARK DISK
 RL0875_SETTING: 66 = SET IN ROCK OUTCROP
 RL0875_STAMPING: D 137 1948
 RL0875_MARK LOGO: CGS
 RL0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0875
 RL0875  HISTORY     - Date     Condition        Report By
 RL0875  HISTORY     - 1948     MONUMENTED       CGS
 RL0875  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0875  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0875  HISTORY     - 20040510 MARK NOT FOUND   GEOCAC
 RL0875  HISTORY     - 20240526 SEE DESCRIPTION  MITU
 RL0875
 RL0875                          STATION DESCRIPTION
 RL0875
 RL0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0875'12.2 MI SW FROM ROCKLAND.
 RL0875'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0875'ROCKLAND, THENCE 12.05 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0875'0.55 MILE EAST OF THE JUNCTION OF THE ONTONAGON-MATCHWOOD ROAD,
 RL0875'0.75 MILE NORTHWEST OF THE JUNCTION OF A ROAD SOUTH TO NORWICH
 RL0875'LOOKOUT TOWER, AT THE SUMMIT OF A GRADE, AT THE JUNCTION OF A
 RL0875'VERY DIM ROAD SOUTH, 29 FEET SOUTHWEST OF THE CENTER LINE OF
 RL0875'THE ROAD, 6 FEET EAST OF THE CENTER LINE OF THE DIM ROAD SOUTH,
 RL0875'ABOUT 3 FEET ABOVE THE LEVEL OF THE MAIN ROAD, AND SET IN THE
 RL0875'EAST EDGE OF A LARGE FLAT ROCK OUTCROP.  THIS MARK MAY BE
 RL0875'REACHED FROM THE JUNCTION OF STATE HIGHWAY 28 AND THE ONTONAGON
 RL0875'ROAD IN MATCHWOOD BY GOING NORTH ON THE ONTONAGON ROAD 9.85 MILES,
 RL0875'THENCE 0.55 MILE EAST, OR IT MAY BE REACHED FROM THE POST OFFICE
 RL0875'IN ONTONAGON BY GOING 1.45 MILES WEST ALONG STATE HIGHWAY 64,
 RL0875'THENCE 12.5 MILES SOUTH ALONG THE MATCHWOOD ROAD, THENCE 0.55
 RL0875'MILE EAST TO THE SITE OF THE MARK.
 RL0875
 RL0875                          STATION RECOVERY (1977)
 RL0875
 RL0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0875'MARK NOT FOUND.
 RL0875
 RL0875                          STATION RECOVERY (2001)
 RL0875
 RL0875'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0875'MARK NOT FOUND.
 RL0875
 RL0875                          STATION RECOVERY (2004)
 RL0875
 RL0875'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0875'MARK IS BELIEVED TO BE BURIED FROM 1 TO 2 FEET.  FOUND WEST END OF THE
 RL0875'ROCK LEDGE VISIBLE BUT GRADING ON THE ROAD SOUTH AND EROSION HAS
 RL0875'COVERED MOST OF THE ROCK LEDGE.  NO RELIABLE REFERENCES REMAIN TO
 RL0875'PIN-POINT LOCATION. COULD INVOLVE A LOT OF WORK TO UNCOVER.
 RL0875
 RL0875                          STATION RECOVERY (2024)
 RL0875
 RL0875'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0875'THE WITNESS POST AND A NEARBY METAL ROD WERE FOUND AT THE PRESUMED
 RL0875'LOCATION OF THE SURVEY MARKER, WHICH IS ABOUT 12 TO 18 INCHES (46 CM)
 RL0875'BELOW GROUND BASED ON LENGTH OF ROD BELOW GROUND.  THE LOCATION OF THE
 RL0875'METAL ROD MATCHES THE PHYSICAL DESCRIPTION OF THE SURVEY MARKER.
 RL0875'HOWEVER, NATIONAL GEODETIC SURVEY DATASHEET COORDINATES PLACE THE
 RL0875'SURVEY MARKER ABOUT 245 FT (74.7 M) SOUTHEAST OF THE WITNESS POST AND
 RL0875'METAL ROD AND DO NOT MATCH THE PHYSICAL DESCRIPTION.  ASSUMING THE
 RL0875'METAL ROD IS AT THE SURVEY MARK, A BETTER REFERENCE IN DMS FORMAT IS
 RL0875'N464106, W0892242.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0966 ***********************************************************************
 RL0966  DESIGNATION -  D 138
 RL0966  PID         -  RL0966
 RL0966  STATE/COUNTY-  MI/ONTONAGON
 RL0966  COUNTRY     -  US
 RL0966  USGS QUAD   -  TROUT CREEK (2017)
 RL0966
 RL0966                         *CURRENT SURVEY CONTROL
 RL0966  ______________________________________________________________________
 RL0966* NAD 83(1986) POSITION- 46 29 54.88   (N) 089 00 43.50   (W)   HD_HELD1
 RL0966* NAVD 88 ORTHO HEIGHT -   353.836 (meters)     1160.88  (feet) ADJUSTED
 RL0966  ______________________________________________________________________
 RL0966  GEOID HEIGHT    -        -32.208 (meters)                     GEOID18
 RL0966  DYNAMIC HEIGHT  -        353.846 (meters)     1160.91  (feet) COMP
 RL0966  MODELED GRAVITY -    980,631.6   (mgal)                       NAVD 88
 RL0966
 RL0966  VERT ORDER      -  SECOND    CLASS 0
 RL0966
 RL0966.The horizontal coordinates were determined by differentially corrected
 RL0966.hand held GPS observations or other comparable positioning techniques
 RL0966.and have an estimated accuracy of +/- 3 meters.
 RL0966
 RL0966.The orthometric height was determined by differential leveling and
 RL0966.adjusted by the NATIONAL GEODETIC SURVEY
 RL0966.in June 1991.
 RL0966
 RL0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0966.GEOID18 height accuracy estimate available here.
 RL0966
 RL0966.Click photographs - Photos may exist for this station.
 RL0966
 RL0966.The dynamic height is computed by dividing the NAVD 88
 RL0966.geopotential number by the normal gravity value computed on the
 RL0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0966.degrees latitude (g = 980.6199 gals.).
 RL0966
 RL0966.The modeled gravity was interpolated from observed gravity values.
 RL0966
 RL0966;                    North         East    Units  Estimated Accuracy
 RL0966;SPC MI N     -   192,600.1   7,845,573.8     MT  (+/- 3 meters HH1 GPS) 
 RL0966
 RL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4560651412(NAD 83)
 RL0966
 RL0966                          SUPERSEDED SURVEY CONTROL
 RL0966
 RL0966  NGVD 29 (??/??/92)  353.856  (m)         1160.94   (f) ADJ UNCH    2 0
 RL0966
 RL0966.Superseded values are not recommended for survey control.
 RL0966
 RL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0966.See file dsdata.pdf to determine how the superseded data were derived.
 RL0966
 RL0966_MARKER: DB = BENCH MARK DISK
 RL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0966_STAMPING: D 138 1948
 RL0966_MARK LOGO: CGS
 RL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0966+STABILITY: SURFACE MOTION
 RL0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0966+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 RL0966
 RL0966  HISTORY     - Date     Condition        Report By
 RL0966  HISTORY     - 1948     MONUMENTED       CGS
 RL0966  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0966  HISTORY     - 20040713 GOOD             GEOCAC
 RL0966
 RL0966                          STATION DESCRIPTION
 RL0966
 RL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0966'1.1 MI N FROM TROUT CREEK.
 RL0966'ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0966'OFFICE AT TROUT CREEK, ABOUT 0.45 MILE NORTH OF A CROSS ROAD,
 RL0966'AT THE JUNCTION OF A ROAD WEST, 168 FEET SOUTH OF THE CENTER
 RL0966'LINE OF A DRIVE TO A 1 1/2 STORY SHITE FARM HOUSE, 30 FEET
 RL0966'EAST OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE PROLONGED
 RL0966'CENTER LINE OF THE ROAD WEST, 30 FEET EAST OF THE CENTER LINE
 RL0966'OF THE ROAD, 32 FEET SOUT-SOUTHWEST OF A POWER POLE WITH
 RL0966'TRANSFORMER, 2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A
 RL0966'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 RL0966'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0966
 RL0966                          STATION RECOVERY (1985)
 RL0966
 RL0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0966'MARK NOT FOUND.
 RL0966
 RL0966                          STATION RECOVERY (2004)
 RL0966
 RL0966'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0966'TROUT CREEK, ABOUT 1.4 MILES NORTH OF HWY M-28, AT 1.5 MILE ROAD.  37
 RL0966'FT NORTH OF TELEPHONE JUNCTION BOX NO.1000, 31.5 FT S-SW OF POWER POLE
 RL0966'NO.7, 30 FT EAST OF ROAD C/L, 2 FT SOUTH OF BEING ON-LINE WITH THE
 RL0966'PAINTED C/L OF 1.5 MILE ROAD, 2 FT BELOW LEVEL WITH ROAD AND FLUSH
 RL0966'WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0752 ***********************************************************************
 RL0752  DESIGNATION -  D 139
 RL0752  PID         -  RL0752
 RL0752  STATE/COUNTY-  MI/ONTONAGON
 RL0752  COUNTRY     -  US
 RL0752  USGS QUAD   -  GREENLAND (2017)
 RL0752
 RL0752                         *CURRENT SURVEY CONTROL
 RL0752  ______________________________________________________________________
 RL0752* NAD 83(2011) POSITION- 46 51 57.23330(N) 089 07 16.27309(W)   ADJUSTED
 RL0752* NAD 83(2011) ELLIP HT-   226.556 (meters)        (06/27/12)   ADJUSTED
 RL0752* NAD 83(2011) EPOCH   -  2010.00
 RL0752* NAVD 88 ORTHO HEIGHT -   258.403 (meters)      847.78  (feet) ADJUSTED
 RL0752  ______________________________________________________________________
 RL0752  GEOID HEIGHT    -        -31.859 (meters)                     GEOID18
 RL0752  NAD 83(2011) X  -     67,005.801 (meters)                     COMP
 RL0752  NAD 83(2011) Y  - -4,368,219.867 (meters)                     COMP
 RL0752  NAD 83(2011) Z  -  4,631,750.109 (meters)                     COMP
 RL0752  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 RL0752  DYNAMIC HEIGHT  -        258.439 (meters)      847.90  (feet) COMP
 RL0752  MODELED GRAVITY -    980,746.0   (mgal)                       NAVD 88
 RL0752
 RL0752  VERT ORDER      -  SECOND    CLASS 0
 RL0752
 RL0752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0752  Standards:
 RL0752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0752  -------------------------------------------------------------------
 RL0752  NETWORK    0.64   1.31           0.30   0.21   0.67     -0.01324441
 RL0752  -------------------------------------------------------------------
 RL0752  Click here for local accuracies and other accuracy information.
 RL0752
 RL0752.The horizontal coordinates were established by GPS observations
 RL0752.and adjusted by the National Geodetic Survey in June 2012.
 RL0752
 RL0752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0752.been affixed to the stable North American tectonic plate. See 
 RL0752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0752
 RL0752.The horizontal coordinates are valid at the epoch date displayed above
 RL0752.which is a decimal equivalence of Year/Month/Day.
 RL0752
 RL0752.The orthometric height was determined by differential leveling and
 RL0752.adjusted by the NATIONAL GEODETIC SURVEY
 RL0752.in June 1991.
 RL0752
 RL0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0752.GEOID18 height accuracy estimate available here.
 RL0752
 RL0752.Click photographs - Photos may exist for this station.
 RL0752
 RL0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0752
 RL0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0752
 RL0752.The ellipsoidal height was determined by GPS observations
 RL0752.and is referenced to NAD 83.
 RL0752
 RL0752.The dynamic height is computed by dividing the NAVD 88
 RL0752.geopotential number by the normal gravity value computed on the
 RL0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0752.degrees latitude (g = 980.6199 gals.).
 RL0752
 RL0752.The modeled gravity was interpolated from observed gravity values.
 RL0752
 RL0752. The following values were computed from the NAD 83(2011) position.
 RL0752
 RL0752;                    North         East     Units Scale Factor Converg.
 RL0752;SPC MI N     -   233,633.884 7,838,294.507   MT  0.99995419   -1 31 59.4
 RL0752;SPC MI N     -   766,515.37 25,716,189.33   iFT  0.99995419   -1 31 59.4
 RL0752;UTM  16      - 5,192,446.354   338,334.849   MT  0.99992124   -1 32 53.8
 RL0752
 RL0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0752!SPC MI N     -   0.99996449  x   0.99995419  =   0.99991868
 RL0752!UTM  16      -   0.99996449  x   0.99992124  =   0.99988573
 RL0752
 RL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3833492446(NAD 83)
 RL0752
 RL0752                          SUPERSEDED SURVEY CONTROL
 RL0752
 RL0752  NAD 83(2007)-  46 51 57.23330(N)    089 07 16.27345(W) AD(2002.00) A
 RL0752  ELLIP H (02/24/11)  226.566  (m)                       GP(2002.00) 3 2
 RL0752  NAVD 88             258.40   (m)          847.8    (f) LEVELING    3  
 RL0752  NGVD 29 (??/??/92)  258.427  (m)          847.86   (f) ADJ UNCH    2 0
 RL0752
 RL0752.Superseded values are not recommended for survey control.
 RL0752
 RL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0752.See file dsdata.pdf to determine how the superseded data were derived.
 RL0752
 RL0752_MARKER: DB = BENCH MARK DISK
 RL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0752_STAMPING: D 139 1948
 RL0752_MARK LOGO: CGS
 RL0752_PROJECTION: FLUSH
 RL0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0752+STABILITY: SURFACE MOTION
 RL0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0752+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 RL0752
 RL0752  HISTORY     - Date     Condition        Report By
 RL0752  HISTORY     - 1948     MONUMENTED       CGS
 RL0752  HISTORY     - 1987     GOOD             USPSQD
 RL0752  HISTORY     - 19960626 GOOD             USPSQD
 RL0752  HISTORY     - 20010615 GOOD             USPSQD
 RL0752  HISTORY     - 20040718 POOR             GEOCAC
 RL0752  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0752  HISTORY     - 20041219 POOR             GEOCAC
 RL0752  HISTORY     - 20090623 GOOD             MIDT
 RL0752
 RL0752                          STATION DESCRIPTION
 RL0752
 RL0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0752'9.2 MI E FROM ONTONAGON.
 RL0752'ABOUT 9.15 MILES EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 RL0752'AT ONTONAGON, ABOUT 0.75 MILE WEST OF A CROSS ROAD, AT A DRIVE
 RL0752'WAY SOUTH TO THE S.J. KIOSKI LOG HOUSE, 33 FEET SOUTH OF THE
 RL0752'CENTER LINE OF THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 RL0752'DRIVE TO LOG HOUSE, 104 FEET EAST OF A POWER POLE WITH BRANCH
 RL0752'LINE TO LOG HOUSE (FIRST POWER POLE EAST OF POLE WITH TRANSFORMER),
 RL0752'IN LINE WITH THE ROW OF POLES, 3 FEET SOUTHWEST OF A T FENCE
 RL0752'CORNER, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET EAST
 RL0752'OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD AND SET IN
 RL0752'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0752
 RL0752                          STATION RECOVERY (1987)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (1996)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (2001)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0752'MARK HAS BEEN HIT, TIPPED WEST.
 RL0752'
 RL0752'IT IS LOCATED AT '11953 FIRESTEEL ROAD', 1 FT EAST OF METAL WITNESS
 RL0752'POST WITH SIGN ATTACHED.
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0752'MARK NOT FOUND.
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0752'MARK RECOVERED IN POOR CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (2009)
 RL0752
 RL0752'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0752'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0217 ***********************************************************************
 PL0217  DESIGNATION -  D 14
 PL0217  PID         -  PL0217
 PL0217  STATE/COUNTY-  MI/WEXFORD
 PL0217  COUNTRY     -  US
 PL0217  USGS QUAD   -  WALTON (2017)
 PL0217
 PL0217                         *CURRENT SURVEY CONTROL
 PL0217  ______________________________________________________________________
 PL0217* NAD 83(1986) POSITION- 44 30 02.2    (N) 085 25 04.3    (W)   HD_HELD2
 PL0217* NAVD 88 ORTHO HEIGHT -   293.079 (meters)      961.54  (feet) ADJUSTED
 PL0217  ______________________________________________________________________
 PL0217  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 PL0217  DYNAMIC HEIGHT  -        293.046 (meters)      961.44  (feet) COMP
 PL0217  MODELED GRAVITY -    980,497.5   (mgal)                       NAVD 88
 PL0217
 PL0217  VERT ORDER      -  FIRST     CLASS II
 PL0217
 PL0217.The horizontal coordinates were established by autonomous hand held GPS
 PL0217.observations and have an estimated accuracy of +/- 10 meters.
 PL0217
 PL0217.The orthometric height was determined by differential leveling and
 PL0217.adjusted by the NATIONAL GEODETIC SURVEY
 PL0217.in June 1991.
 PL0217
 PL0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0217.GEOID18 height accuracy estimate available here.
 PL0217
 PL0217.Click photographs - Photos may exist for this station.
 PL0217
 PL0217.The dynamic height is computed by dividing the NAVD 88
 PL0217.geopotential number by the normal gravity value computed on the
 PL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0217.degrees latitude (g = 980.6199 gals.).
 PL0217
 PL0217.The modeled gravity was interpolated from observed gravity values.
 PL0217
 PL0217;                    North         East    Units  Estimated Accuracy
 PL0217;SPC MI C     -   132,102.    5,916,407.      MT  (+/- 10 meters HH2 GPS)
 PL0217
 PL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2577528694(NAD 83)
 PL0217
 PL0217                          SUPERSEDED SURVEY CONTROL
 PL0217
 PL0217  NGVD 29 (??/??/92)  293.168  (m)          961.84   (f) ADJ UNCH    1 2
 PL0217
 PL0217.Superseded values are not recommended for survey control.
 PL0217
 PL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0217.See file dsdata.pdf to determine how the superseded data were derived.
 PL0217
 PL0217_MARKER: DB = BENCH MARK DISK
 PL0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0217_STAMPING: ELEV 961.835 FT D 14 1916
 PL0217_MARK LOGO: CGS
 PL0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0217+STABILITY: SURFACE MOTION
 PL0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0217+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 PL0217
 PL0217  HISTORY     - Date     Condition        Report By
 PL0217  HISTORY     - 1916     MONUMENTED       CGS
 PL0217  HISTORY     - 1934     GOOD             CGS
 PL0217  HISTORY     - 19991004 GOOD             USPSQD
 PL0217  HISTORY     - 20060410 GOOD             GEOCAC
 PL0217
 PL0217                          STATION DESCRIPTION
 PL0217
 PL0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0217'1.7 MI S FROM WALTON JUNCTION.
 PL0217'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0217'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 220 YARDS NORTH OF
 PL0217'MILEPOST 351, 30.0 FEET WEST OF THE WEST RAIL, AND LEVEL WITH
 PL0217'THE TRACK.  A STANDARD DISK, STAMPED ELEV. 961.835 FT. D 14 1916
 PL0217'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 PL0217'GROUND.
 PL0217
 PL0217                          STATION RECOVERY (1999)
 PL0217
 PL0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0217'RECOVERED IN GOOD CONDITION.
 PL0217
 PL0217                          STATION RECOVERY (2006)
 PL0217
 PL0217'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0217'(ADD) 0.1 METERS (0.3 FEET) NORTH OF METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1168 ***********************************************************************
 NE1168  DESIGNATION -  D 14
 NE1168  PID         -  NE1168
 NE1168  STATE/COUNTY-  MI/MACOMB
 NE1168  COUNTRY     -  US
 NE1168  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE1168
 NE1168                         *CURRENT SURVEY CONTROL
 NE1168  ______________________________________________________________________
 NE1168* NAD 83(2011) POSITION- 42 36 28.53717(N) 082 50 49.58672(W)   ADJUSTED
 NE1168* NAD 83(2011) ELLIP HT-   141.314 (meters)        (06/27/12)   ADJUSTED
 NE1168* NAD 83(2011) EPOCH   -  2010.00
 NE1168* NAVD 88 ORTHO HEIGHT -   176.1   (meters)      578.    (feet) GPS OBS
 NE1168  ______________________________________________________________________
 NE1168  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1168  GEOID HEIGHT    -        -34.690 (meters)                     GEOID93
 NE1168  GEOID HEIGHT    -        -34.792 (meters)                     GEOID18
 NE1168  NAD 83(2011) X  -    585,437.993 (meters)                     COMP
 NE1168  NAD 83(2011) Y  - -4,665,061.492 (meters)                     COMP
 NE1168  NAD 83(2011) Z  -  4,295,641.957 (meters)                     COMP
 NE1168  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 NE1168
 NE1168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1168  Standards:
 NE1168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1168  -------------------------------------------------------------------
 NE1168  NETWORK    1.27   3.29           0.56   0.47   1.68      0.03943530
 NE1168  -------------------------------------------------------------------
 NE1168  Click here for local accuracies and other accuracy information.
 NE1168
 NE1168.The horizontal coordinates were established by GPS observations
 NE1168.and adjusted by the National Geodetic Survey in June 2012.
 NE1168
 NE1168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1168.been affixed to the stable North American tectonic plate. See 
 NE1168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1168
 NE1168.The horizontal coordinates are valid at the epoch date displayed above
 NE1168.which is a decimal equivalence of Year/Month/Day.
 NE1168
 NE1168.The orthometric height was determined by GPS observations and a
 NE1168.high-resolution geoid model.
 NE1168
 NE1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1168.GEOID18 height accuracy estimate available here.
 NE1168
 NE1168.Click photographs - Photos may exist for this station.
 NE1168
 NE1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1168
 NE1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1168
 NE1168.The ellipsoidal height was determined by GPS observations
 NE1168.and is referenced to NAD 83.
 NE1168
 NE1168. The following values were computed from the NAD 83(2011) position.
 NE1168
 NE1168;                    North         East     Units Scale Factor Converg.
 NE1168;SPC MI S     -   124,190.644 4,124,674.305   MT  0.99991851   +1 02 02.8
 NE1168;SPC MI S     -   407,449.62 13,532,396.01   iFT  0.99991851   +1 02 02.8
 NE1168;UTM  17      - 4,718,930.873   348,489.371   MT  0.99988243   -1 15 02.5
 NE1168
 NE1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1168!SPC MI S     -   0.99997784  x   0.99991851  =   0.99989635
 NE1168!UTM  17      -   0.99997784  x   0.99988243  =   0.99986027
 NE1168
 NE1168:                Primary Azimuth Mark                     Grid Az
 NE1168:SPC MI S     -  SELFRIDGE                                081 50 58.1
 NE1168:UTM  17      -  SELFRIDGE                                084 08 03.4
 NE1168
 NE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4848918930(NAD 83)
 NE1168
 NE1168|---------------------------------------------------------------------|
 NE1168| PID    Reference Object                     Distance      Geod. Az  |
 NE1168|                                                           dddmmss.s |
 NE1168| NE1170 SELFRIDGE                           APPROX. 1.9 KM 0825300.9 |
 NE1168| NE1169 SELFRIDGE AFB CONTROL TOWER         APPROX. 1.2 KM 0920411.5 |
 NE1168| NE1179 TVOR SELFRIDGE AFB SFV              APPROX. 0.9 KM 1290826.4 |
 NE1168| CH0931 D 14 RM 1                            14.132 METERS 19316     |
 NE1168| NE1180 TTR 14 1957                          15.175 METERS 25721     |
 NE1168| CH0932 D 14 RM 2                            22.980 METERS 30408     |
 NE1168|---------------------------------------------------------------------|
 NE1168
 NE1168                          SUPERSEDED SURVEY CONTROL
 NE1168
 NE1168  NAD 83(2007)-  42 36 28.53737(N)    082 50 49.58845(W) AD(2002.00) 0
 NE1168  ELLIP H (02/10/07)  141.324  (m)                       GP(2002.00)    
 NE1168  ELLIP H (07/12/02)  141.353  (m)                       GP(       ) 4 1
 NE1168  NAD 83(1994)-  42 36 28.53733(N)    082 50 49.58841(W) AD(       ) 2
 NE1168  ELLIP H (02/03/97)  141.389  (m)                       GP(       ) 4 1
 NE1168  NAD 83(1986)-  42 36 28.54036(N)    082 50 49.62233(W) AD(       ) 2
 NE1168  NAD 27      -  42 36 28.41350(N)    082 50 49.91510(W) AD(       ) 2
 NE1168
 NE1168.Superseded values are not recommended for survey control.
 NE1168
 NE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1168.See file dsdata.pdf to determine how the superseded data were derived.
 NE1168
 NE1168_MARKER: DS = TRIANGULATION STATION DISK
 NE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1168_STAMPING: D 14 1957
 NE1168_MARK LOGO: CGS
 NE1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1168+STABILITY: SURFACE MOTION
 NE1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1168+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1993
 NE1168
 NE1168  HISTORY     - Date     Condition        Report By
 NE1168  HISTORY     - 1957     MONUMENTED       CGS
 NE1168  HISTORY     - 19930831 GOOD             MIDT
 NE1168  HISTORY     - 20060808 GOOD             SPALD
 NE1168
 NE1168                          STATION DESCRIPTION
 NE1168
 NE1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1168'THE STATION IS LOCATED NEAR THE WEST EDGE OF SELFRIDGE AIR FORCE BASE,
 NE1168'AT THE U.S. ARMY NIKE SITE D 14, ABOUT 1.5 MILES NORTHEAST OF MT.
 NE1168'CLEMENS, ON U.S. GOVERNMENT PROPERTY.  IT IS 10 FEET NORTHWEST OF A
 NE1168'WHITE WITNESS POST, 8 FEET WEST OF A WOVEN WIRE FENCE.  9 FEET
 NE1168'SOUTHWEST OF A WOVEN WIRE FENCE CORNER, AND 298 FEET EAST OF THE
 NE1168'CENTERLINE OF THE GATE ENTRANCE INTO THE NIKE SITE.  THE MONUMENT
 NE1168'PROJECTS 1 INCH AND THE DISK IS STAMPED D 14 1957.
 NE1168'
 NE1168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 NE1168'HIGHWAY 59 IN THE NORTH EDGE OF MT. CLEMENS, GO EAST ON HIGHWAY 59 FOR
 NE1168'1.8 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EAST AND SOUTH ON
 NE1168'PAVED ROAD FOR 0.2 MILE TO THE ENTRANCE GATE INTO SELFRIDGE AIR FORCE
 NE1168'BASE.  CONTINUE SOUTH FOR 0.05 MILE TO PERIMETER ROAD RIGHT.  TURN
 NE1168'RIGHT AND GO WESTERLY ON PERIMETER ROAD FOR 0.85 MILE TO WHERE THE
 NE1168'ROAD TURNS SOUTH.  TURN LEFT AND GO SOUTH AND SOUTHWEST 1.35 MILES TO
 NE1168'GATE NO. P 16 AND A GRAVELED ROAD LEFT. TURN LEFT AND CONTINUE SOUTH
 NE1168'ON THE GRAVELED ROAD FOR 0.2 MILE TO A PAVED ROAD.  TURN LEFT AND GO
 NE1168'EAST ON PAVED ROAD FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT
 NE1168'AND GO SOUTH ON THE GRAVELED ROAD FOR ABOUT 150 FEET TO SOME
 NE1168'BUILDINGS.  TURN RIGHT AND GO WEST AND SOUTH AROUND THE BUILDING FOR
 NE1168'0.15 MILE TO THE ENTRANCE GATE INTO THE NIKE SITE AND THE STATION ON
 NE1168'THE LEFT IN THE NORTHEAST CORNER OF THE WOVEN WIRE FENCE.
 NE1168'
 NE1168'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WOVEN WIRE FENCE, 39 FEET SOUTH
 NE1168'OF THE WHITE WITNESS POST, 51 FEET SOUTH OF THE NORTHEAST WOVEN WIRE
 NE1168'FENCE CORNER AND 44 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 NE1168'FOUNDATION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 14 NO 1
 NE1168'1957.
 NE1168'
 NE1168'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WOVEN WIRE FENCE, 82 FEET
 NE1168'NORTHWEST OF THE NORTHEAST CORNER OF THE WOVEN WIRE FENCE AND 39 FEET
 NE1168'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION.  THE
 NE1168'MONUMENT IS FLUSH AND THE DISK IS STAMPED D 14 NO 2 1957.
 NE1168'
 NE1168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NE1168
 NE1168                          STATION RECOVERY (1993)
 NE1168
 NE1168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE1168'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS QUADRANGLE MAP.
 NE1168'IT IS IN PRIVATE CLAIM 693, T-2-N, R-14-E, HARRISON TOWNSHIP. STATION
 NE1168'IS NEAR THE WEST EDGE OF SELFRIDGE AIR NATIONAL GUARD BASE AT THE U.S.
 NE1168'ARMY NIKE SITE D14, ON UNITED STATES GOVERNMENT PROPERTY. ABOUT 1.5 MI
 NE1168'(2.4 KM) NORTHEAST OF MOUNT CLEMENS, 11.5 MI (18.5 KM) NORTH OF CITY
 NE1168'OF GROSSE POINTE WOODS, 12 MI (19.3 KM) NORTHEAST OF THE CENTER OF THE
 NE1168'CITY OF WARREN, 9 MI (14.5 KM) EAST-SOUTHEAST OF UTICA AND 2 MI
 NE1168'(3.2 KM) NORTHEAST OF MOUNT CLEMENS.
 NE1168'
 NE1168'TO REACH THE STATION FROM THE HIGHWAY INTERCHANGE OF INTERSTATE
 NE1168'HIGHWAY 94 AND STATE HIGHWAY M-59 (HALL ROAD) NEAR THE NORTH EDGE OF
 NE1168'MOUNT CLEMENS, GO EAST 1.5 MI (2.4 KM) ALONG STATE HIGHWAY M-59 TO
 NE1168'FORK IN ROAD. TAKE RIGHT FORK AND CONTINUE GOING EAST AND SOUTH 0.2 MI
 NE1168'(0.3 KM) TO ENTRANCE GATE TO SELFRIDGE AIR NATIONAL GUARD BASE.
 NE1168'CONTINUE GOING SOUTH 0.019 MI (0.031 KM) TO PERIMETER ROAD ON THE
 NE1168'RIGHT.  TURN RIGHT AND GO WEST AND SOUTH 1.9 MI (3.1 KM) ALONG
 NE1168'PERIMETER ROAD CROSSING RAILROAD TRACK.  CONTINUE GOING SOUTH 0.7 MI
 NE1168'(1.1 KM) ALONG PERIMETER ROAD TO HENRY B.  JOY ROAD BASE GATE.  TURN
 NE1168'LEFT AND GO EAST 0.1 MI (0.2 KM) ALONG HENRY B.  JOY ROAD TO
 NE1168'BITUMINOUS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTH 0.1 MI (0.2 KM)
 NE1168'ALONG DRIVE TO GATE WITH SIGN READING RMCB 26 AND ENTRANCE TO NIKE
 NE1168'SITE AND STATION ON THE LEFT IN THE NORTHEAST CORNER OF WOVEN FENCE.
 NE1168'STATION IS 300 FT (91.4 M) EAST FROM GATE POST (RCMB 26), 190 FT
 NE1168'(57.9 M) EAST FROM SOUTHEAST CORNER OF GUARD BUILDING, 217 FT (66.1 M)
 NE1168'EAST FROM NORTHWEST CORNER OF CONCRETE BLOCK BUILDING 1578, 9 FT
 NE1168'(2.7 M) WEST FROM EAST CORNER OF CHAIN LINK FENCE.  THERE IS NO
 NE1168'WITNESS POST.
 NE1168
 NE1168                          STATION RECOVERY (2006)
 NE1168
 NE1168'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1168'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND
 NE1168'STATE HIGHWAY M-59 (HALL ROAD), GO EAST 1.6 MI ALONG STATE HIGHWAY
 NE1168'M-59.  TURN RIGHT ONTO JEFFERSON AVENUE, GO SOUTH 0.2 MI TO PERIMETER
 NE1168'ROAD.  TURN RIGHT GOING WEST AND THEN SOUTH 2.5 MI TO JOY ROAD.  TURN
 NE1168'LEFT GO EAST 0.2 MI TO GATE NEAR THE AIR TRAFFIC CONTROL TOWER.  GO
 NE1168'THROUGH GATE AND TURN RIGHT.  FOLLOW CHAIN LINK FENCE SOUTH 300 FT AND
 NE1168'TURN RIGHT.  FOLLOW CHAIN LINK FENCE WEST 300 FT AND STATION IS ON THE
 NE1168'LEFT, 27 FT SOUTH OF FENCE.  CONTACT BASE SECURITY AND BASE
 NE1168'ENGINEERING TO GET PERMISSION TO ENTER AIR BASE AND PASS THROUGH GATE
 NE1168'NEAR AIR TRAFFIC CONTROL TOWER.  CURRENTLY THE STATION IS NOT SUITABLE
 NE1168'FOR SATELLITE OBSERVATIONS.  BASE ENGINEERING PLANS TO CLEAR A 25 FT
 NE1168'RADIUS AROUND STATION AND MAKE IT SATELLITE OBSERVABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1218 ***********************************************************************
 RL1218  DESIGNATION -  D 140
 RL1218  PID         -  RL1218
 RL1218  STATE/COUNTY-  MI/GOGEBIC
 RL1218  COUNTRY     -  US
 RL1218  USGS QUAD   -  WAKEFIELD (2017)
 RL1218
 RL1218                         *CURRENT SURVEY CONTROL
 RL1218  ______________________________________________________________________
 RL1218* NAD 83(1986) POSITION- 46 28 18.74   (N) 089 55 21.65   (W)   HD_HELD1
 RL1218* NAVD 88 ORTHO HEIGHT -   470.858 (meters)     1544.81  (feet) ADJUSTED
 RL1218  ______________________________________________________________________
 RL1218  GEOID HEIGHT    -        -30.771 (meters)                     GEOID18
 RL1218  DYNAMIC HEIGHT  -        470.872 (meters)     1544.85  (feet) COMP
 RL1218  MODELED GRAVITY -    980,629.5   (mgal)                       NAVD 88
 RL1218
 RL1218  VERT ORDER      -  SECOND    CLASS 0
 RL1218
 RL1218.The horizontal coordinates were determined by differentially corrected
 RL1218.hand held GPS observations or other comparable positioning techniques
 RL1218.and have an estimated accuracy of +/- 3 meters.
 RL1218
 RL1218.The orthometric height was determined by differential leveling and
 RL1218.adjusted by the NATIONAL GEODETIC SURVEY
 RL1218.in June 1991.
 RL1218
 RL1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1218.GEOID18 height accuracy estimate available here.
 RL1218
 RL1218.Click photographs - Photos may exist for this station.
 RL1218
 RL1218.The dynamic height is computed by dividing the NAVD 88
 RL1218.geopotential number by the normal gravity value computed on the
 RL1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1218.degrees latitude (g = 980.6199 gals.).
 RL1218
 RL1218.The modeled gravity was interpolated from observed gravity values.
 RL1218
 RL1218;                    North         East    Units  Estimated Accuracy
 RL1218;SPC MI N     -   191,809.0   7,775,603.3     MT  (+/- 3 meters HH1 GPS) 
 RL1218
 RL1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7562650628(NAD 83)
 RL1218
 RL1218                          SUPERSEDED SURVEY CONTROL
 RL1218
 RL1218  NGVD 29 (??/??/92)  470.870  (m)         1544.85   (f) ADJ UNCH    2 0
 RL1218
 RL1218.Superseded values are not recommended for survey control.
 RL1218
 RL1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1218.See file dsdata.pdf to determine how the superseded data were derived.
 RL1218
 RL1218_MARKER: DB = BENCH MARK DISK
 RL1218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1218_SP_SET: CULVERT HEADWALL
 RL1218_STAMPING: D 140 1948
 RL1218_MARK LOGO: CGS
 RL1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1218+STABILITY: SURFACE MOTION
 RL1218
 RL1218  HISTORY     - Date     Condition        Report By
 RL1218  HISTORY     - 1948     MONUMENTED       CGS
 RL1218  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1218  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1218  HISTORY     - 20000814 MARK NOT FOUND   MIDT
 RL1218  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1218
 RL1218                          STATION DESCRIPTION
 RL1218
 RL1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1218'0.8 MI E FROM WAKEFIELD.
 RL1218'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL
 RL1218'AT WAKEFIELD, ABOUT 0.3 MILE SOUTHEAST OF A NORTH-SOUTH BLACK
 RL1218'TOP ROAD CROSSING, ABOUT 0.2 MILE SOUTHEAST OF AN EAST-WEST
 RL1218'BLACK TOP ROAD CROSSING, SET IN THE TOP OF THE NORTHWEST END
 RL1218'OF THE SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE PIPE CULVERT,
 RL1218'36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 RL1218'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND ABOUT 2 FEET
 RL1218'BELOW THE ROAD.
 RL1218
 RL1218                          STATION RECOVERY (1985)
 RL1218
 RL1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (1987)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (1995)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (2000)
 RL1218
 RL1218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1218'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 RL1218
 RL1218                          STATION RECOVERY (2004)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1242 ***********************************************************************
 RL1242  DESIGNATION -  D 141
 RL1242  PID         -  RL1242
 RL1242  STATE/COUNTY-  MI/GOGEBIC
 RL1242  COUNTRY     -  US
 RL1242  USGS QUAD   -  GOGEBIC (2017)
 RL1242
 RL1242                         *CURRENT SURVEY CONTROL
 RL1242  ______________________________________________________________________
 RL1242* NAD 83(1986) POSITION- 46 21 29.     (N) 089 31 11.     (W)   SCALED
 RL1242* NAVD 88 ORTHO HEIGHT -   468.159 (meters)     1535.95  (feet) ADJUSTED
 RL1242  ______________________________________________________________________
 RL1242  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 RL1242  DYNAMIC HEIGHT  -        468.171 (meters)     1535.99  (feet) COMP
 RL1242  MODELED GRAVITY -    980,626.1   (mgal)                       NAVD 88
 RL1242
 RL1242  VERT ORDER      -  SECOND    CLASS 0
 RL1242
 RL1242.The horizontal coordinates were scaled from a map and have
 RL1242.an estimated accuracy of +/- 6 seconds.
 RL1242
 RL1242.The orthometric height was determined by differential leveling and
 RL1242.adjusted by the NATIONAL GEODETIC SURVEY
 RL1242.in June 1991.
 RL1242
 RL1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1242.GEOID18 height accuracy estimate available here.
 RL1242
 RL1242.Click photographs - Photos may exist for this station.
 RL1242
 RL1242.The dynamic height is computed by dividing the NAVD 88
 RL1242.geopotential number by the normal gravity value computed on the
 RL1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1242.degrees latitude (g = 980.6199 gals.).
 RL1242
 RL1242.The modeled gravity was interpolated from observed gravity values.
 RL1242
 RL1242;                    North         East    Units  Estimated Accuracy
 RL1242;SPC MI N     -   178,100.    7,806,130.      MT  (+/- 180 meters Scaled)
 RL1242
 RL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS061369(NAD 83)
 RL1242
 RL1242                          SUPERSEDED SURVEY CONTROL
 RL1242
 RL1242  NGVD 29 (??/??/92)  468.173  (m)         1536.00   (f) ADJ UNCH    2 0
 RL1242
 RL1242.Superseded values are not recommended for survey control.
 RL1242
 RL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1242.See file dsdata.pdf to determine how the superseded data were derived.
 RL1242
 RL1242_MARKER: DB = BENCH MARK DISK
 RL1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1242_STAMPING: D 141 1948
 RL1242_MARK LOGO: CGS
 RL1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1242+STABILITY: SURFACE MOTION
 RL1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1242+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 RL1242
 RL1242  HISTORY     - Date     Condition        Report By
 RL1242  HISTORY     - 1948     MONUMENTED       CGS
 RL1242  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1242  HISTORY     - 19950830 GOOD             MIDT
 RL1242  HISTORY     - 19980428 GOOD             MIDT
 RL1242  HISTORY     - 20110527 GOOD             MIDT
 RL1242
 RL1242                          STATION DESCRIPTION
 RL1242
 RL1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1242'9.6 MI E FROM MARENISCO.
 RL1242'ABOUT 0.65 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1242'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1242'8.95 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 130 YARDS EAST
 RL1242'OF THE EAST END POST OF A GUARD RAIL FENCE ON NORTH SIDE OF
 RL1242'HIGHWAY, 198 FEET WEST-NORTHWEST OF THE NORTH END OF A 30-INCH
 RL1242'PIPE CULVERT UNDER HIGHWAY, 98 FEET NORTH OF THE CENTER LINE
 RL1242'OF THE HIGHWAY, 68 FEET NORTH OF THE WEST END OF A 12-INCH
 RL1242'PIPE CULVERT UNDER AN ABANDONED TRAIL NORTH, 6 1/2 FEET SOUTHEAST
 RL1242'OF A TRIANGULAR BLAZED 7-INCH ASPEN TREE, 2 FEET EAST OF A
 RL1242'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND
 RL1242'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1242
 RL1242                          STATION RECOVERY (1987)
 RL1242
 RL1242'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1242'MARK NOT FOUND.
 RL1242
 RL1242                          STATION RECOVERY (1995)
 RL1242
 RL1242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1242'RECOVERED AS DESCRIBED.
 RL1242
 RL1242                          STATION RECOVERY (1998)
 RL1242
 RL1242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1242'RECOVERED IN GOOD CONDITION.
 RL1242
 RL1242                          STATION RECOVERY (2011)
 RL1242
 RL1242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (KPK)
 RL1242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1046 ***********************************************************************
 RL1046  DESIGNATION -  D 142
 RL1046  PID         -  RL1046
 RL1046  STATE/COUNTY-  MI/GOGEBIC
 RL1046  COUNTRY     -  US
 RL1046  USGS QUAD   -  BEATON (2017)
 RL1046
 RL1046                         *CURRENT SURVEY CONTROL
 RL1046  ______________________________________________________________________
 RL1046* NAD 83(1986) POSITION- 46 18 55.27   (N) 089 16 59.36   (W)   HD_HELD1
 RL1046* NAVD 88 ORTHO HEIGHT -   501.131 (meters)     1644.13  (feet) ADJUSTED
 RL1046  ______________________________________________________________________
 RL1046  GEOID HEIGHT    -        -31.257 (meters)                     GEOID18
 RL1046  DYNAMIC HEIGHT  -        501.142 (meters)     1644.16  (feet) COMP
 RL1046  MODELED GRAVITY -    980,619.1   (mgal)                       NAVD 88
 RL1046
 RL1046  VERT ORDER      -  SECOND    CLASS 0
 RL1046
 RL1046.The horizontal coordinates were determined by differentially corrected
 RL1046.hand held GPS observations or other comparable positioning techniques
 RL1046.and have an estimated accuracy of +/- 3 meters.
 RL1046
 RL1046.The orthometric height was determined by differential leveling and
 RL1046.adjusted by the NATIONAL GEODETIC SURVEY
 RL1046.in June 1991.
 RL1046
 RL1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1046.GEOID18 height accuracy estimate available here.
 RL1046
 RL1046.Click photographs - Photos may exist for this station.
 RL1046
 RL1046.The dynamic height is computed by dividing the NAVD 88
 RL1046.geopotential number by the normal gravity value computed on the
 RL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1046.degrees latitude (g = 980.6199 gals.).
 RL1046
 RL1046.The modeled gravity was interpolated from observed gravity values.
 RL1046
 RL1046;                    North         East    Units  Estimated Accuracy
 RL1046;SPC MI N     -   172,806.9   7,824,188.1     MT  (+/- 3 meters HH1 GPS) 
 RL1046
 RL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2421931619(NAD 83)
 RL1046
 RL1046                          SUPERSEDED SURVEY CONTROL
 RL1046
 RL1046  NGVD 29 (??/??/92)  501.149  (m)         1644.19   (f) ADJ UNCH    2 0
 RL1046
 RL1046.Superseded values are not recommended for survey control.
 RL1046
 RL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1046.See file dsdata.pdf to determine how the superseded data were derived.
 RL1046
 RL1046_MARKER: DB = BENCH MARK DISK
 RL1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1046_STAMPING: D 142 1948
 RL1046_MARK LOGO: CGS
 RL1046_PROJECTION: PROJECTING 12 CENTIMETERS
 RL1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1046+STABILITY: SURFACE MOTION
 RL1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1046+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 RL1046
 RL1046  HISTORY     - Date     Condition        Report By
 RL1046  HISTORY     - 1948     MONUMENTED       CGS
 RL1046  HISTORY     - 20090611 GOOD             MIDT
 RL1046
 RL1046                          STATION DESCRIPTION
 RL1046
 RL1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1046'10.3 MI NW FROM WATERSMEET.
 RL1046'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1046'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1046'THENCE ABOUT 4.0 MILES NORTH ALONG A DIM ROAD AND GRASS TRAIL
 RL1046'(WOLF LAKE ROAD), ABOUT 0.1 MILE NORTH OF A DIM TRAIL EAST, 15
 RL1046'FEET WEST OF THE CENTER LINE OF THE ROAD, AT A DIM TRAIL
 RL1046'NORTHEAST, 33 FEET NORTH OF THE CENTER OF A WOODEN CULVERT,
 RL1046'24 FEET NORTHWEST OF THE TRAIL NORTHEAST, 2 FEET NORTH OF A
 RL1046'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL1046'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1046
 RL1046                          STATION RECOVERY (2009)
 RL1046
 RL1046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1046'OWNERSHIP--NORTHWOODS CONFERENCE CENTER, ANDY HACKER (DIRECTOR)
 RL1046'906-358-4500 NORHTWOODS AT IBLP ORG.
 RL1046'
 RL1046'TO REACH FROM THE INTERSECTION OF OLD US 2 AND WOLF LAKE ROAD GO
 RL1046'NORTHERLY ON WOLF LAKE ROAD 1 MI (1.6 KM) TO THE MAIN RESORT.  GO EAST
 RL1046'AROUND THE RESORT THEN GO NORTHERLY ON BLACK TOP ROAD 2.4 MI (3.9 KM)
 RL1046'TO SMALL POND 400 FT (121.9 M) SOUTH OF A TWO STORY YELLOW HOUSE.  GO
 RL1046'SOUTHWESTERLY, ON DIRT PATH (ADJACENT TO A SMALL POND AND ON THE NORTH
 RL1046'SIDE OF THE POND) ABOUT 400 FT (121.9 M) TO STATION ON THE RIGHT.
 RL1046'
 RL1046'THE STATION IS RECOVERED AS DESCRIBED EXCEPT, THE WOODEN CULVERT HAD
 RL1046'BEEN REPLACED WITH A CORRUGATED PIPE.  THE NORTH-SOUTH ROAD IS
 RL1046'MAINTAINED AS A DIRT PATH.  1 FT (0.3 M) NORTHWEST OF A METAL WITNESS
 RL1046'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1107 ***********************************************************************
 RL1107  DESIGNATION -  D 143
 RL1107  PID         -  RL1107
 RL1107  STATE/COUNTY-  MI/ONTONAGON
 RL1107  COUNTRY     -  US
 RL1107  USGS QUAD   -  CHOATE (2017)
 RL1107
 RL1107                         *CURRENT SURVEY CONTROL
 RL1107  ______________________________________________________________________
 RL1107* NAD 83(1986) POSITION- 46 24 06.1    (N) 089 16 03.0    (W)   HD_HELD2
 RL1107* NAVD 88 ORTHO HEIGHT -   392.179 (meters)     1286.67  (feet) ADJUSTED
 RL1107  ______________________________________________________________________
 RL1107  GEOID HEIGHT    -        -31.481 (meters)                     GEOID18
 RL1107  DYNAMIC HEIGHT  -        392.194 (meters)     1286.72  (feet) COMP
 RL1107  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 RL1107
 RL1107  VERT ORDER      -  SECOND    CLASS 0
 RL1107
 RL1107.The horizontal coordinates were established by autonomous hand held GPS
 RL1107.observations and have an estimated accuracy of +/- 10 meters.
 RL1107
 RL1107.The orthometric height was determined by differential leveling and
 RL1107.adjusted by the NATIONAL GEODETIC SURVEY
 RL1107.in June 1991.
 RL1107
 RL1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1107.GEOID18 height accuracy estimate available here.
 RL1107
 RL1107.Click photographs - Photos may exist for this station.
 RL1107
 RL1107.The dynamic height is computed by dividing the NAVD 88
 RL1107.geopotential number by the normal gravity value computed on the
 RL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1107.degrees latitude (g = 980.6199 gals.).
 RL1107
 RL1107.The modeled gravity was interpolated from observed gravity values.
 RL1107
 RL1107;                    North         East    Units  Estimated Accuracy
 RL1107;SPC MI N     -   182,365.    7,825,668.      MT  (+/- 10 meters HH2 GPS)
 RL1107
 RL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2569941178(NAD 83)
 RL1107
 RL1107                          SUPERSEDED SURVEY CONTROL
 RL1107
 RL1107  NGVD 29 (??/??/92)  392.203  (m)         1286.75   (f) ADJ UNCH    2 0
 RL1107
 RL1107.Superseded values are not recommended for survey control.
 RL1107
 RL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1107.See file dsdata.pdf to determine how the superseded data were derived.
 RL1107
 RL1107_MARKER: DB = BENCH MARK DISK
 RL1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1107_STAMPING: D 143 1948
 RL1107_MARK LOGO: CGS
 RL1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1107+STABILITY: SURFACE MOTION
 RL1107
 RL1107  HISTORY     - Date     Condition        Report By
 RL1107  HISTORY     - 1948     MONUMENTED       CGS
 RL1107  HISTORY     - 20010617 GOOD             USPSQD
 RL1107  HISTORY     - 20040816 POOR             GEOCAC
 RL1107
 RL1107                          STATION DESCRIPTION
 RL1107
 RL1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1107'4.8 MI SW FROM PAULDING.
 RL1107'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1107'AT PAULDING, THENCE ABOUT 4.6 MILES SOUTHWEST ALONG A GRAVEL
 RL1107'ROAD, ABOUT 0.45 MILE SOUTHWEST OF A ROAD NORTH, ABOUT 0.45
 RL1107'MILE NORTHEAST OF A DIM WOODS ROAD WEST, 68 FEET EAST AND ACROSS
 RL1107'THE ROAD FROM A TRIANGULAR BLAZED 9-INCH FIR TREE, 25 FEET
 RL1107'EAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF A
 RL1107'TRIANGULAR BLAZED 5-INCH ASPEN TREE, 5 FEET WEST OF A 9-INCH
 RL1107'ASPEN TREE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 RL1107'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1107'PROJECTING 6 IN.
 RL1107
 RL1107                          STATION RECOVERY (2001)
 RL1107
 RL1107'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1107'RECOVERED IN GOOD CONDITION.
 RL1107
 RL1107                          STATION RECOVERY (2004)
 RL1107
 RL1107'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1107'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1107'
 RL1107'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROAD.  MACHINE GRADING WAS
 RL1107'DONE AROUND THE MARK.  IT IS AT THE EDGE OF THE BACK OF DITCH.  USE
 RL1107'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1173 ***********************************************************************
 RL1173  DESIGNATION -  D 144
 RL1173  PID         -  RL1173
 RL1173  STATE/COUNTY-  MI/GOGEBIC
 RL1173  COUNTRY     -  US
 RL1173  USGS QUAD   -  STATELINE LAKE (2017)
 RL1173
 RL1173                         *CURRENT SURVEY CONTROL
 RL1173  ______________________________________________________________________
 RL1173* NAD 83(2011) POSITION- 46 20 41.72052(N) 089 42 36.78434(W)   ADJUSTED
 RL1173* NAD 83(2011) ELLIP HT-   441.265 (meters)        (06/27/12)   ADJUSTED
 RL1173* NAD 83(2011) EPOCH   -  2010.00
 RL1173* NAVD 88 ORTHO HEIGHT -   472.219 (meters)     1549.27  (feet) ADJUSTED
 RL1173  ______________________________________________________________________
 RL1173  GEOID HEIGHT    -        -30.994 (meters)                     GEOID18
 RL1173  NAD 83(2011) X  -     22,309.034 (meters)                     COMP
 RL1173  NAD 83(2011) Y  - -4,410,909.003 (meters)                     COMP
 RL1173  NAD 83(2011) Z  -  4,592,116.644 (meters)                     COMP
 RL1173  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 RL1173  DYNAMIC HEIGHT  -        472.220 (meters)     1549.28  (feet) COMP
 RL1173  MODELED GRAVITY -    980,602.2   (mgal)                       NAVD 88
 RL1173
 RL1173  VERT ORDER      -  SECOND    CLASS 0
 RL1173
 RL1173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL1173  Standards:
 RL1173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL1173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL1173  -------------------------------------------------------------------
 RL1173  NETWORK    0.68   1.82           0.30   0.25   0.93      0.08854312
 RL1173  -------------------------------------------------------------------
 RL1173  Click here for local accuracies and other accuracy information.
 RL1173
 RL1173.The horizontal coordinates were established by GPS observations
 RL1173.and adjusted by the National Geodetic Survey in June 2012.
 RL1173
 RL1173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL1173.been affixed to the stable North American tectonic plate. See 
 RL1173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL1173
 RL1173.The horizontal coordinates are valid at the epoch date displayed above
 RL1173.which is a decimal equivalence of Year/Month/Day.
 RL1173
 RL1173.The orthometric height was determined by differential leveling and
 RL1173.adjusted by the NATIONAL GEODETIC SURVEY
 RL1173.in June 1991.
 RL1173
 RL1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1173.GEOID18 height accuracy estimate available here.
 RL1173
 RL1173.Click photographs - Photos may exist for this station.
 RL1173
 RL1173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1173
 RL1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1173
 RL1173.The ellipsoidal height was determined by GPS observations
 RL1173.and is referenced to NAD 83.
 RL1173
 RL1173.The dynamic height is computed by dividing the NAVD 88
 RL1173.geopotential number by the normal gravity value computed on the
 RL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1173.degrees latitude (g = 980.6199 gals.).
 RL1173
 RL1173.The modeled gravity was interpolated from observed gravity values.
 RL1173
 RL1173. The following values were computed from the NAD 83(2011) position.
 RL1173
 RL1173;                    North         East     Units Scale Factor Converg.
 RL1173;SPC MI N     -   177,127.307 7,791,426.728   MT  0.99990337   -1 57 32.1
 RL1173;SPC MI N     -   581,126.34 25,562,423.65   iFT  0.99990337   -1 57 32.1
 RL1173;UTM  16      - 5,135,941.813   291,452.940   MT  1.00013465   -1 57 41.7
 RL1173
 RL1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1173!SPC MI N     -   0.99993083  x   0.99990337  =   0.99983421
 RL1173!UTM  16      -   0.99993083  x   1.00013465  =   1.00006547
 RL1173
 RL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9145235941(NAD 83)
 RL1173
 RL1173                          SUPERSEDED SURVEY CONTROL
 RL1173
 RL1173  NAD 83(2007)-  46 20 41.72054(N)    089 42 36.78469(W) AD(2002.00) A
 RL1173  ELLIP H (02/24/11)  441.276  (m)                       GP(2002.00) 3 2
 RL1173  NAVD 88             472.22   (m)         1549.3    (f) LEVELING    3  
 RL1173  NGVD 29 (??/??/92)  472.218  (m)         1549.27   (f) ADJ UNCH    2 0
 RL1173
 RL1173.Superseded values are not recommended for survey control.
 RL1173
 RL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1173.See file dsdata.pdf to determine how the superseded data were derived.
 RL1173
 RL1173_MARKER: DB = BENCH MARK DISK
 RL1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1173_SP_SET: ABUTMENT
 RL1173_STAMPING: D 144 1948
 RL1173_MARK LOGO: CGS
 RL1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1173+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 RL1173
 RL1173  HISTORY     - Date     Condition        Report By
 RL1173  HISTORY     - 1948     MONUMENTED       CGS
 RL1173  HISTORY     - 1987     GOOD             USPSQD
 RL1173  HISTORY     - 19980427 GOOD             MIDT
 RL1173  HISTORY     - 20040807 GOOD             USPSQD
 RL1173  HISTORY     - 20090615 GOOD             MIDT
 RL1173
 RL1173                          STATION DESCRIPTION
 RL1173
 RL1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1173'3 MI SW FROM MARENISCO.
 RL1173'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE
 RL1173'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, SET IN
 RL1173'THE TOP OF THE WEST AND LOWER END OF THE SOUTH ABUTMENT OF A
 RL1173'56-FOOT CONCRETE BRIDGE OVER BIG PRESQUE ISLE RIVER, 20 FEET
 RL1173'WEST OF AND ABOUT 3 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 RL1173
 RL1173                          STATION RECOVERY (1987)
 RL1173
 RL1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1173'RECOVERED IN GOOD CONDITION.
 RL1173
 RL1173                          STATION RECOVERY (1998)
 RL1173
 RL1173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1173'RECOVERED IN GOOD CONDITION.
 RL1173
 RL1173                          STATION RECOVERY (2004)
 RL1173
 RL1173'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1173'RECOVERED IN GOOD CONDITION.
 RL1173
 RL1173                          STATION RECOVERY (2009)
 RL1173
 RL1173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1250 ***********************************************************************
 RL1250  DESIGNATION -  D 145
 RL1250  PID         -  RL1250
 RL1250  STATE/COUNTY-  MI/GOGEBIC
 RL1250  COUNTRY     -  US
 RL1250  USGS QUAD   -  WAKEFIELD (2017)
 RL1250
 RL1250                         *CURRENT SURVEY CONTROL
 RL1250  ______________________________________________________________________
 RL1250* NAD 83(1986) POSITION- 46 24 12.30   (N) 089 56 47.09   (W)   HD_HELD1
 RL1250* NAVD 88 ORTHO HEIGHT -   475.730 (meters)     1560.79  (feet) ADJUSTED
 RL1250  ______________________________________________________________________
 RL1250  GEOID HEIGHT    -        -30.917 (meters)                     GEOID18
 RL1250  DYNAMIC HEIGHT  -        475.728 (meters)     1560.78  (feet) COMP
 RL1250  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 RL1250
 RL1250  VERT ORDER      -  SECOND    CLASS 0
 RL1250
 RL1250.The horizontal coordinates were determined by differentially corrected
 RL1250.hand held GPS observations or other comparable positioning techniques
 RL1250.and have an estimated accuracy of +/- 3 meters.
 RL1250
 RL1250.The orthometric height was determined by differential leveling and
 RL1250.adjusted by the NATIONAL GEODETIC SURVEY
 RL1250.in June 1991.
 RL1250
 RL1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1250.GEOID18 height accuracy estimate available here.
 RL1250
 RL1250.Click photographs - Photos may exist for this station.
 RL1250
 RL1250.The dynamic height is computed by dividing the NAVD 88
 RL1250.geopotential number by the normal gravity value computed on the
 RL1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1250.degrees latitude (g = 980.6199 gals.).
 RL1250
 RL1250.The modeled gravity was interpolated from observed gravity values.
 RL1250
 RL1250;                    North         East    Units  Estimated Accuracy
 RL1250;SPC MI N     -   184,272.9   7,773,499.2     MT  (+/- 3 meters HH1 GPS) 
 RL1250
 RL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7352043090(NAD 83)
 RL1250
 RL1250                          SUPERSEDED SURVEY CONTROL
 RL1250
 RL1250  NGVD 29 (??/??/92)  475.724  (m)         1560.77   (f) ADJ UNCH    2 0
 RL1250
 RL1250.Superseded values are not recommended for survey control.
 RL1250
 RL1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1250.See file dsdata.pdf to determine how the superseded data were derived.
 RL1250
 RL1250_MARKER: DB = BENCH MARK DISK
 RL1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1250_STAMPING: D 145 1948
 RL1250_MARK LOGO: CGS
 RL1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1250+STABILITY: SURFACE MOTION
 RL1250
 RL1250  HISTORY     - Date     Condition        Report By
 RL1250  HISTORY     - 1948     MONUMENTED       CGS
 RL1250  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1250  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1250  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1250  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1250
 RL1250                          STATION DESCRIPTION
 RL1250
 RL1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1250'5 MI S FROM WAKEFIELD.
 RL1250'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1250'HALL AT WAKEFIELD, THENCE ABOUT 4.4 MILES SOUTH ALONG CHANEY
 RL1250'LAKE ROAD, ABOUT 0.75 MILE SOUTH OF A DIM ROAD WEST, AT THE
 RL1250'RUINS OF AN OLD HOUSE ON WEST SIDE OF ROAD, 141 FEET SOUTHWEST
 RL1250'OF THE JUNCTION OF A DIM ROAD EAST, 45 FEET WEST OF THE CENTER
 RL1250'LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE
 RL1250'DRIVE TO OLD HOUSE, 9 FEET EAST OF A TRIANGULAR BLAZED 36-INCH
 RL1250'BIRCH TREE, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1250'CONCRETE POST PROJECTING 5 INCHES.
 RL1250
 RL1250                          STATION RECOVERY (1985)
 RL1250
 RL1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (1988)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (1996)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (2004)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0706 ***********************************************************************
 RL0706  DESIGNATION -  D 147
 RL0706  PID         -  RL0706
 RL0706  STATE/COUNTY-  MI/ONTONAGON
 RL0706  COUNTRY     -  US
 RL0706  USGS QUAD   -  EWEN (2017)
 RL0706
 RL0706                         *CURRENT SURVEY CONTROL
 RL0706  ______________________________________________________________________
 RL0706* NAD 83(1986) POSITION- 46 32 31.     (N) 089 19 56.     (W)   SCALED
 RL0706* NAVD 88 ORTHO HEIGHT -   374.143 (meters)     1227.50  (feet) ADJUSTED
 RL0706  ______________________________________________________________________
 RL0706  GEOID HEIGHT    -        -31.675 (meters)                     GEOID18
 RL0706  DYNAMIC HEIGHT  -        374.156 (meters)     1227.54  (feet) COMP
 RL0706  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 RL0706
 RL0706  VERT ORDER      -  FIRST     CLASS II
 RL0706
 RL0706.The horizontal coordinates were scaled from a map and have
 RL0706.an estimated accuracy of +/- 6 seconds.
 RL0706
 RL0706.The orthometric height was determined by differential leveling and
 RL0706.adjusted by the NATIONAL GEODETIC SURVEY
 RL0706.in June 1991.
 RL0706
 RL0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0706.GEOID18 height accuracy estimate available here.
 RL0706
 RL0706.Click photographs - Photos may exist for this station.
 RL0706
 RL0706.The dynamic height is computed by dividing the NAVD 88
 RL0706.geopotential number by the normal gravity value computed on the
 RL0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0706.degrees latitude (g = 980.6199 gals.).
 RL0706
 RL0706.The modeled gravity was interpolated from observed gravity values.
 RL0706
 RL0706;                    North         East    Units  Estimated Accuracy
 RL0706;SPC MI N     -   198,090.    7,821,150.      MT  (+/- 180 meters Scaled)
 RL0706
 RL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211569(NAD 83)
 RL0706
 RL0706                          SUPERSEDED SURVEY CONTROL
 RL0706
 RL0706  NGVD 29 (??/??/92)  374.134  (m)         1227.47   (f) ADJ UNCH    1 2
 RL0706
 RL0706.Superseded values are not recommended for survey control.
 RL0706
 RL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0706.See file dsdata.pdf to determine how the superseded data were derived.
 RL0706
 RL0706_MARKER: DB = BENCH MARK DISK
 RL0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0706_STAMPING: D 147 1948
 RL0706_MARK LOGO: CGS
 RL0706_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0706+STABILITY: SURFACE MOTION
 RL0706
 RL0706  HISTORY     - Date     Condition        Report By
 RL0706  HISTORY     - 1948     MONUMENTED       CGS
 RL0706  HISTORY     - 1985     GOOD             NGS
 RL0706  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0706  HISTORY     - 19960626 GOOD             USPSQD
 RL0706  HISTORY     - 20010615 GOOD             USPSQD
 RL0706  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0706
 RL0706                          STATION DESCRIPTION
 RL0706
 RL0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0706'2.4 MI W FROM EWEN.
 RL0706'ABOUT 2.4 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0706'RAILWAY FROM THE STATION AT EWEN, ABOUT 0.4 MILE WEST OF A ROAD
 RL0706'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 RL0706'28 PARALLELING THE TRACK, 41 FEET NORTH OF THE NORTH RAIL OF THE
 RL0706'TRACK, 2 1/2 FEET WEST OF TELEPHONE POLE NO. 4276 1/2, 1 1/2
 RL0706'FEET NORTH OF THE R/W FENCE, 3 FEET EAST OF A WHITE WOODEN
 RL0706'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 RL0706'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0706
 RL0706                          STATION RECOVERY (1985)
 RL0706
 RL0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0706'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.2 KM (7.6
 RL0706'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0706'HIGHWAY 45 IN BRUCE CROSSING, 0.2 KM (0.1 MI) WEST OF THE CENTER OF A
 RL0706'ROADSIDE PARK, AND 12.5 M (41.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 RL0706'SOO LINE RAILROAD.
 RL0706'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0706'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL0706
 RL0706                          STATION RECOVERY (1987)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0706'MARK NOT FOUND.
 RL0706
 RL0706                          STATION RECOVERY (1996)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0706'RECOVERED IN GOOD CONDITION.
 RL0706
 RL0706                          STATION RECOVERY (2001)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0706'RECOVERED IN GOOD CONDITION.
 RL0706
 RL0706                          STATION RECOVERY (2004)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0706'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0101 ***********************************************************************
 SG0101  DESIGNATION -  D 148
 SG0101  PID         -  SG0101
 SG0101  STATE/COUNTY-  MI/HOUGHTON
 SG0101  COUNTRY     -  US
 SG0101  USGS QUAD   -  SOUTH RANGE (2017)
 SG0101
 SG0101                         *CURRENT SURVEY CONTROL
 SG0101  ______________________________________________________________________
 SG0101* NAD 83(1986) POSITION- 47 00 12.     (N) 088 37 33.     (W)   SCALED
 SG0101* NAVD 88 ORTHO HEIGHT -   255.887 (meters)      839.52  (feet) ADJUSTED
 SG0101  ______________________________________________________________________
 SG0101  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 SG0101  DYNAMIC HEIGHT  -        255.912 (meters)      839.60  (feet) COMP
 SG0101  MODELED GRAVITY -    980,703.4   (mgal)                       NAVD 88
 SG0101
 SG0101  VERT ORDER      -  SECOND    CLASS 0
 SG0101
 SG0101.The horizontal coordinates were scaled from a map and have
 SG0101.an estimated accuracy of +/- 6 seconds.
 SG0101
 SG0101.The orthometric height was determined by differential leveling and
 SG0101.adjusted by the NATIONAL GEODETIC SURVEY
 SG0101.in June 1991.
 SG0101
 SG0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0101.GEOID18 height accuracy estimate available here.
 SG0101
 SG0101.Click photographs - Photos may exist for this station.
 SG0101
 SG0101.The dynamic height is computed by dividing the NAVD 88
 SG0101.geopotential number by the normal gravity value computed on the
 SG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0101.degrees latitude (g = 980.6199 gals.).
 SG0101
 SG0101.The modeled gravity was interpolated from observed gravity values.
 SG0101
 SG0101;                    North         East    Units  Estimated Accuracy
 SG0101;SPC MI N     -   248,020.    7,876,360.      MT  (+/- 180 meters Scaled)
 SG0101
 SG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT764068(NAD 83)
 SG0101
 SG0101                          SUPERSEDED SURVEY CONTROL
 SG0101
 SG0101  NGVD 29 (??/??/92)  255.879  (m)          839.50   (f) ADJ UNCH    2 0
 SG0101
 SG0101.Superseded values are not recommended for survey control.
 SG0101
 SG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0101.See file dsdata.pdf to determine how the superseded data were derived.
 SG0101
 SG0101_MARKER: DB = BENCH MARK DISK
 SG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0101_STAMPING: D 148 1948
 SG0101_MARK LOGO: CGS
 SG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0101+STABILITY: SURFACE MOTION
 SG0101
 SG0101  HISTORY     - Date     Condition        Report By
 SG0101  HISTORY     - 1948     MONUMENTED       CGS
 SG0101  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 SG0101
 SG0101                          STATION DESCRIPTION
 SG0101
 SG0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0101'6 MI S FROM SOUTH RANGE.
 SG0101'ABOUT 5.95 MILES SOUTH ALONG A ROAD TO TAPIOLA FROM THE SOUTH
 SG0101'RANGE STATE BANK BUILDING AT SOUTH RANGE, ABOUT 5.65 MILES
 SG0101'NORTH OF THE SCHOOL AT TAPIOLA, ABOUT 0.5 MILE NORTH OF A 6-FOOT
 SG0101'CONCRETE BRIDGE, AT A DRIVE WAY WEST IN TO A SMALL CLEARING,
 SG0101'ABOUT 88 FEET NORTHWEST AND ACROSS THE ROAD FROM POWER POLE
 SG0101'NO. 6186, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET
 SG0101'SOUTH OF TELEPHONE POLE NO. 284, 19 FEET SOUTH OF A FENCE
 SG0101'CORNER, 10 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 FOOT
 SG0101'WEST OF THE FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 SG0101'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SG0101'CONCRETE POST PROJECTING 1 INCH.
 SG0101
 SG0101                          STATION RECOVERY (2004)
 SG0101
 SG0101'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0101'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  A 6 FT
 SG0101'WIDE DITCH LINED WITH ROCK IN ON THE WEST SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0557 ***********************************************************************
 RL0557  DESIGNATION -  D 149
 RL0557  PID         -  RL0557
 RL0557  STATE/COUNTY-  MI/HOUGHTON
 RL0557  COUNTRY     -  US
 RL0557  USGS QUAD   -  PELKIE (2017)
 RL0557
 RL0557                         *CURRENT SURVEY CONTROL
 RL0557  ______________________________________________________________________
 RL0557* NAD 83(1986) POSITION- 46 52 23.     (N) 088 38 11.     (W)   SCALED
 RL0557* NAVD 88 ORTHO HEIGHT -   267.443 (meters)      877.44  (feet) ADJUSTED
 RL0557  ______________________________________________________________________
 RL0557  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 RL0557  DYNAMIC HEIGHT  -        267.459 (meters)      877.49  (feet) COMP
 RL0557  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RL0557
 RL0557  VERT ORDER      -  SECOND    CLASS 0
 RL0557
 RL0557.The horizontal coordinates were scaled from a map and have
 RL0557.an estimated accuracy of +/- 6 seconds.
 RL0557
 RL0557.The orthometric height was determined by differential leveling and
 RL0557.adjusted by the NATIONAL GEODETIC SURVEY
 RL0557.in June 1991.
 RL0557
 RL0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0557.GEOID18 height accuracy estimate available here.
 RL0557
 RL0557.Click photographs - Photos may exist for this station.
 RL0557
 RL0557.The dynamic height is computed by dividing the NAVD 88
 RL0557.geopotential number by the normal gravity value computed on the
 RL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0557.degrees latitude (g = 980.6199 gals.).
 RL0557
 RL0557.The modeled gravity was interpolated from observed gravity values.
 RL0557
 RL0557;                    North         East    Units  Estimated Accuracy
 RL0557;SPC MI N     -   233,550.    7,875,260.      MT  (+/- 180 meters Scaled)
 RL0557
 RL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS752923(NAD 83)
 RL0557
 RL0557                          SUPERSEDED SURVEY CONTROL
 RL0557
 RL0557  NGVD 29 (??/??/92)  267.429  (m)          877.39   (f) ADJ UNCH    2 0
 RL0557
 RL0557.Superseded values are not recommended for survey control.
 RL0557
 RL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0557.See file dsdata.pdf to determine how the superseded data were derived.
 RL0557
 RL0557_MARKER: DB = BENCH MARK DISK
 RL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0557_STAMPING: D 149 1948
 RL0557_MARK LOGO: CGS
 RL0557_PROJECTION: PROJECTING 13 CENTIMETERS
 RL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0557+STABILITY: SURFACE MOTION
 RL0557
 RL0557  HISTORY     - Date     Condition        Report By
 RL0557  HISTORY     - 1948     MONUMENTED       CGS
 RL0557
 RL0557                          STATION DESCRIPTION
 RL0557
 RL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0557'AT ELO.
 RL0557'AT ELO, AT THE COMMUNITY BUILDING, 215 FEET SOUTH-SOUTHWEST
 RL0557'OF THE CENTER OF THE CROSSROADS AT ELO, 84 FEET SOUTHEAST OF
 RL0557'THE SOUTHEAST CORNER OF THE COMMUNITY BUILDING, 42 FEET WEST
 RL0557'OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF A FENCE CORNER,
 RL0557'1 FOOT NORTH OF THE FENCE LINE, 3 FEET WEST OF A WHITE WOODEN
 RL0557'WITNESS POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 RL0557'A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0245 ***********************************************************************
 PL0245  DESIGNATION -  D 15
 PL0245  PID         -  PL0245
 PL0245  STATE/COUNTY-  MI/OSCEOLA
 PL0245  COUNTRY     -  US
 PL0245  USGS QUAD   -  LE ROY (2017)
 PL0245
 PL0245                         *CURRENT SURVEY CONTROL
 PL0245  ______________________________________________________________________
 PL0245* NAD 83(1986) POSITION- 44 02 50.90   (N) 085 26 49.10   (W)   HD_HELD1
 PL0245* NAVD 88 ORTHO HEIGHT -   371.519 (meters)     1218.89  (feet) ADJUSTED
 PL0245  ______________________________________________________________________
 PL0245  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 PL0245  DYNAMIC HEIGHT  -        371.462 (meters)     1218.70  (feet) COMP
 PL0245  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PL0245
 PL0245  VERT ORDER      -  FIRST     CLASS II
 PL0245
 PL0245.The horizontal coordinates were determined by differentially corrected
 PL0245.hand held GPS observations or other comparable positioning techniques
 PL0245.and have an estimated accuracy of +/- 3 meters.
 PL0245
 PL0245.The orthometric height was determined by differential leveling and
 PL0245.adjusted by the NATIONAL GEODETIC SURVEY
 PL0245.in June 1991.
 PL0245
 PL0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0245.GEOID18 height accuracy estimate available here.
 PL0245
 PL0245.Click photographs - Photos may exist for this station.
 PL0245
 PL0245.The dynamic height is computed by dividing the NAVD 88
 PL0245.geopotential number by the normal gravity value computed on the
 PL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0245.degrees latitude (g = 980.6199 gals.).
 PL0245
 PL0245.The modeled gravity was interpolated from observed gravity values.
 PL0245
 PL0245;                    North         East    Units  Estimated Accuracy
 PL0245;SPC MI C     -    81,786.4   5,913,421.5     MT  (+/- 3 meters HH1 GPS) 
 PL0245
 PL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2441378317(NAD 83)
 PL0245
 PL0245                          SUPERSEDED SURVEY CONTROL
 PL0245
 PL0245  NGVD 29 (??/??/92)  371.614  (m)         1219.20   (f) ADJ UNCH    1 2
 PL0245
 PL0245.Superseded values are not recommended for survey control.
 PL0245
 PL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0245.See file dsdata.pdf to determine how the superseded data were derived.
 PL0245
 PL0245_MARKER: DB = BENCH MARK DISK
 PL0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0245_STAMPING: ELEV 1219.204 FT D 15 1916
 PL0245_MARK LOGO: CGS
 PL0245_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0245+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 PL0245
 PL0245  HISTORY     - Date     Condition        Report By
 PL0245  HISTORY     - 1916     MONUMENTED       CGS
 PL0245  HISTORY     - 1934     GOOD             CGS
 PL0245  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0245  HISTORY     - 20010927 GOOD             USPSQD
 PL0245  HISTORY     - 20080326 GOOD             COLEM
 PL0245
 PL0245                          STATION DESCRIPTION
 PL0245
 PL0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0245'0.9 MI N FROM LE ROY.
 PL0245'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0245'STATION AT LE ROY, 1/8 MILE NORTH OF THE NORTH END OF MY SIDING,
 PL0245'AT MILEPOST 316, 44.5 FEET WEST OF THE WEST RAIL, AT THE
 PL0245'WEST RIGHT-OF-WAY FENCE, AND 3-1/2 FEET LOWER THAN THE TOP OF
 PL0245'THE RAIL.  A STANDARD CAP, STAMPED ELEV. 1219.204 FT. D 15 1916
 PL0245'AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6
 PL0245'INCHES ABOVE GROUND.
 PL0245
 PL0245                          STATION RECOVERY (1994)
 PL0245
 PL0245'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0245'MARK NOT FOUND.
 PL0245
 PL0245                          STATION RECOVERY (2001)
 PL0245
 PL0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0245'RECOVERED IN GOOD CONDITION.
 PL0245
 PL0245                          STATION RECOVERY (2008)
 PL0245
 PL0245'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0245'RECOVERED IN GOOD CONDITION.  NOTE--THE ADDITIONAL TIES AS FOLLOWS,
 PL0245'29.0 FT (8.8 M) WEST OF A CONCRETE RAILROAD MARKER SIGN '316', 11.0 FT
 PL0245'(3.4 M) NORTHWEST OF A LARGE ROCK, 2.0 FT (0.6 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0339 ***********************************************************************
 RK0339  DESIGNATION -  D 150
 RK0339  PID         -  RK0339
 RK0339  STATE/COUNTY-  MI/MARQUETTE
 RK0339  COUNTRY     -  US
 RK0339  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0339
 RK0339                         *CURRENT SURVEY CONTROL
 RK0339  ______________________________________________________________________
 RK0339* NAD 83(1986) POSITION- 46 36 33.1    (N) 087 43 27.5    (W)   HD_HELD2
 RK0339* NAVD 88 ORTHO HEIGHT -   417.104 (meters)     1368.45  (feet) ADJUSTED
 RK0339  ______________________________________________________________________
 RK0339  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 RK0339  DYNAMIC HEIGHT  -        417.130 (meters)     1368.53  (feet) COMP
 RK0339  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RK0339
 RK0339  VERT ORDER      -  SECOND    CLASS 0
 RK0339
 RK0339.The horizontal coordinates were established by autonomous hand held GPS
 RK0339.observations and have an estimated accuracy of +/- 10 meters.
 RK0339
 RK0339.The orthometric height was determined by differential leveling and
 RK0339.adjusted by the NATIONAL GEODETIC SURVEY
 RK0339.in June 1991.
 RK0339
 RK0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0339.GEOID18 height accuracy estimate available here.
 RK0339
 RK0339.Click photographs - Photos may exist for this station.
 RK0339
 RK0339.The dynamic height is computed by dividing the NAVD 88
 RK0339.geopotential number by the normal gravity value computed on the
 RK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0339.degrees latitude (g = 980.6199 gals.).
 RK0339
 RK0339.The modeled gravity was interpolated from observed gravity values.
 RK0339
 RK0339;                    North         East    Units  Estimated Accuracy
 RK0339;SPC MI N     -   203,189.    7,944,517.      MT  (+/- 10 meters HH2 GPS)
 RK0339
 RK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4453461991(NAD 83)
 RK0339
 RK0339                          SUPERSEDED SURVEY CONTROL
 RK0339
 RK0339  NGVD 29 (??/??/92)  417.055  (m)         1368.29   (f) ADJ UNCH    2 0
 RK0339
 RK0339.Superseded values are not recommended for survey control.
 RK0339
 RK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0339.See file dsdata.pdf to determine how the superseded data were derived.
 RK0339
 RK0339_MARKER: DB = BENCH MARK DISK
 RK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0339_STAMPING: D 150 1948
 RK0339_MARK LOGO: CGS
 RK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0339+STABILITY: SURFACE MOTION
 RK0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0339+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 RK0339
 RK0339  HISTORY     - Date     Condition        Report By
 RK0339  HISTORY     - 1948     MONUMENTED       CGS
 RK0339  HISTORY     - 1985     GOOD             NGS
 RK0339  HISTORY     - 20030527 GOOD             STS
 RK0339  HISTORY     - 20080607 GOOD             GEOCAC
 RK0339
 RK0339                          STATION DESCRIPTION
 RK0339
 RK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0339'18.7 MI NW FROM ISHPEMING.
 RK0339'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0339'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0339'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 3.35 MILES
 RK0339'SOUTHEAST ALONG A DIM ROAD, 0.35 MILE WEST OF THE JUNCTION
 RK0339'WITH A DIM ROAD NORTH, ON THE SOUTHWEST EDGE OF A SANDY BLUFF
 RK0339'OVERLOOKING DEAD RIVER BASIN, ABOUT 200 FEET NORTHWEST OF THE
 RK0339'NORTHWEST END OF A CURVE WITH TANGENTS EAST AND NORTHWEST,
 RK0339'33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 RK0339'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 RK0339'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0339
 RK0339                          STATION RECOVERY (1985)
 RK0339
 RK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0339'RECOVERED IN GOOD CONDITION.
 RK0339
 RK0339                          STATION RECOVERY (2003)
 RK0339
 RK0339'RECOVERY NOTE BY STS CONSULTANTS 2003 (CLC)
 RK0339'MARK FOUND IN A STAND OF TALL PINE TREES ON THE WEST SIDE OF A DIRT
 RK0339'DRIVE.  ADDED THE FOLLOWING WITNESS-  CARSONITE MARKER S75E  0.8'
 RK0339
 RK0339                          STATION RECOVERY (2008)
 RK0339
 RK0339'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0591 ***********************************************************************
 RL0591  DESIGNATION -  D 151
 RL0591  PID         -  RL0591
 RL0591  STATE/COUNTY-  MI/HOUGHTON
 RL0591  COUNTRY     -  US
 RL0591  USGS QUAD   -  PELKIE (2017)
 RL0591
 RL0591                         *CURRENT SURVEY CONTROL
 RL0591  ______________________________________________________________________
 RL0591* NAD 83(1986) POSITION- 46 45 47.     (N) 088 40 35.     (W)   SCALED
 RL0591* NAVD 88 ORTHO HEIGHT -   256.250 (meters)      840.71  (feet) ADJUSTED
 RL0591  ______________________________________________________________________
 RL0591  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 RL0591  DYNAMIC HEIGHT  -        256.266 (meters)      840.77  (feet) COMP
 RL0591  MODELED GRAVITY -    980,672.5   (mgal)                       NAVD 88
 RL0591
 RL0591  VERT ORDER      -  SECOND    CLASS 0
 RL0591
 RL0591.The horizontal coordinates were scaled from a map and have
 RL0591.an estimated accuracy of +/- 6 seconds.
 RL0591
 RL0591.The orthometric height was determined by differential leveling and
 RL0591.adjusted by the NATIONAL GEODETIC SURVEY
 RL0591.in June 1991.
 RL0591
 RL0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0591.GEOID18 height accuracy estimate available here.
 RL0591
 RL0591.Click photographs - Photos may exist for this station.
 RL0591
 RL0591.The dynamic height is computed by dividing the NAVD 88
 RL0591.geopotential number by the normal gravity value computed on the
 RL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0591.degrees latitude (g = 980.6199 gals.).
 RL0591
 RL0591.The modeled gravity was interpolated from observed gravity values.
 RL0591
 RL0591;                    North         East    Units  Estimated Accuracy
 RL0591;SPC MI N     -   221,390.    7,871,960.      MT  (+/- 180 meters Scaled)
 RL0591
 RL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS719801(NAD 83)
 RL0591
 RL0591                          SUPERSEDED SURVEY CONTROL
 RL0591
 RL0591  NGVD 29 (??/??/92)  256.237  (m)          840.67   (f) ADJ UNCH    2 0
 RL0591
 RL0591.Superseded values are not recommended for survey control.
 RL0591
 RL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0591.See file dsdata.pdf to determine how the superseded data were derived.
 RL0591
 RL0591_MARKER: DB = BENCH MARK DISK
 RL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0591_STAMPING: D 151 1948
 RL0591_MARK LOGO: CGS
 RL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0591+STABILITY: SURFACE MOTION
 RL0591
 RL0591  HISTORY     - Date     Condition        Report By
 RL0591  HISTORY     - 1948     MONUMENTED       CGS
 RL0591
 RL0591                          STATION DESCRIPTION
 RL0591
 RL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0591'3.9 MI E FROM ALSTON.
 RL0591'3.9 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0591'AT THE HOUGHTON-BARAGA COUNTY LINE, AT THE JUNCTION OF A ROAD
 RL0591'SOUTH, 93 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION,
 RL0591'37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 RL0591'WEST-SOUTHWEST OF A TELEPHONE POLE, 25 FEET SOUTHWEST OF THE
 RL0591'COUNTY LINE SIGN POST, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET
 RL0591'EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY
 RL0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0615 ***********************************************************************
 RL0615  DESIGNATION -  D 152
 RL0615  PID         -  RL0615
 RL0615  STATE/COUNTY-  MI/HOUGHTON
 RL0615  COUNTRY     -  US
 RL0615  USGS QUAD   -  NISULA (2017)
 RL0615
 RL0615                         *CURRENT SURVEY CONTROL
 RL0615  ______________________________________________________________________
 RL0615* NAD 83(1986) POSITION- 46 48 53.     (N) 088 50 30.     (W)   SCALED
 RL0615* NAVD 88 ORTHO HEIGHT -   372.666 (meters)     1222.66  (feet) ADJUSTED
 RL0615  ______________________________________________________________________
 RL0615  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 RL0615  DYNAMIC HEIGHT  -        372.688 (meters)     1222.73  (feet) COMP
 RL0615  MODELED GRAVITY -    980,662.3   (mgal)                       NAVD 88
 RL0615
 RL0615  VERT ORDER      -  SECOND    CLASS 0
 RL0615
 RL0615.The horizontal coordinates were scaled from a map and have
 RL0615.an estimated accuracy of +/- 6 seconds.
 RL0615
 RL0615.The orthometric height was determined by differential leveling and
 RL0615.adjusted by the NATIONAL GEODETIC SURVEY
 RL0615.in June 1991.
 RL0615
 RL0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0615.GEOID18 height accuracy estimate available here.
 RL0615
 RL0615.Click photographs - Photos may exist for this station.
 RL0615
 RL0615.The dynamic height is computed by dividing the NAVD 88
 RL0615.geopotential number by the normal gravity value computed on the
 RL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0615.degrees latitude (g = 980.6199 gals.).
 RL0615
 RL0615.The modeled gravity was interpolated from observed gravity values.
 RL0615
 RL0615;                    North         East    Units  Estimated Accuracy
 RL0615;SPC MI N     -   227,410.    7,859,470.      MT  (+/- 180 meters Scaled)
 RL0615
 RL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS595862(NAD 83)
 RL0615
 RL0615                          SUPERSEDED SURVEY CONTROL
 RL0615
 RL0615  NGVD 29 (??/??/92)  372.647  (m)         1222.59   (f) ADJ UNCH    2 0
 RL0615
 RL0615.Superseded values are not recommended for survey control.
 RL0615
 RL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0615.See file dsdata.pdf to determine how the superseded data were derived.
 RL0615
 RL0615_MARKER: DB = BENCH MARK DISK
 RL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0615_STAMPING: D 152 1948
 RL0615_MARK LOGO: CGS
 RL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0615+STABILITY: SURFACE MOTION
 RL0615
 RL0615  HISTORY     - Date     Condition        Report By
 RL0615  HISTORY     - 1948     MONUMENTED       CGS
 RL0615  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0615
 RL0615                          STATION DESCRIPTION
 RL0615
 RL0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0615'5.7 MI NW FROM NISULA.
 RL0615'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0615'CEMETERY, THENCE ABOUT 5.3 MILES NORTHWEST ALONG THE WINONA ROAD,
 RL0615'ABOUT 0.1 MILE NORTH OF A DIM ROAD WEST, 29 FEET WEST OF THE
 RL0615'CENTER LINE OF THE ROAD, 7 1/2 FEET SOUTH OF A TRIANGULAR BLAZED
 RL0615'HARD MAPLE TREE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0615'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0615'PROJECTING 4 IN.
 RL0615
 RL0615                          STATION RECOVERY (1977)
 RL0615
 RL0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0499 ***********************************************************************
 RL0499  DESIGNATION -  D 153
 RL0499  PID         -  RL0499
 RL0499  STATE/COUNTY-  MI/HOUGHTON
 RL0499  COUNTRY     -  US
 RL0499  USGS QUAD   -  DONKEN (2017)
 RL0499
 RL0499                         *CURRENT SURVEY CONTROL
 RL0499  ______________________________________________________________________
 RL0499* NAD 83(1986) POSITION- 46 54 40.16   (N) 088 49 44.74   (W)   HD_HELD1
 RL0499* NAVD 88 ORTHO HEIGHT -   376.996 (meters)     1236.86  (feet) ADJUSTED
 RL0499  ______________________________________________________________________
 RL0499  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 RL0499  DYNAMIC HEIGHT  -        377.034 (meters)     1236.99  (feet) COMP
 RL0499  MODELED GRAVITY -    980,700.9   (mgal)                       NAVD 88
 RL0499
 RL0499  VERT ORDER      -  FIRST     CLASS II
 RL0499
 RL0499.The horizontal coordinates were determined by differentially corrected
 RL0499.hand held GPS observations or other comparable positioning techniques
 RL0499.and have an estimated accuracy of +/- 3 meters.
 RL0499
 RL0499.The orthometric height was determined by differential leveling and
 RL0499.adjusted by the NATIONAL GEODETIC SURVEY
 RL0499.in June 1991.
 RL0499
 RL0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0499.GEOID18 height accuracy estimate available here.
 RL0499
 RL0499.Click photographs - Photos may exist for this station.
 RL0499
 RL0499.The dynamic height is computed by dividing the NAVD 88
 RL0499.geopotential number by the normal gravity value computed on the
 RL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0499.degrees latitude (g = 980.6199 gals.).
 RL0499
 RL0499.The modeled gravity was interpolated from observed gravity values.
 RL0499
 RL0499;                    North         East    Units  Estimated Accuracy
 RL0499;SPC MI N     -   238,108.7   7,860,673.5     MT  (+/- 3 meters HH1 GPS) 
 RL0499
 RL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6071396915(NAD 83)
 RL0499
 RL0499                          SUPERSEDED SURVEY CONTROL
 RL0499
 RL0499  NGVD 29 (??/??/92)  376.986  (m)         1236.83   (f) ADJ UNCH    1 2
 RL0499
 RL0499.Superseded values are not recommended for survey control.
 RL0499
 RL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0499.See file dsdata.pdf to determine how the superseded data were derived.
 RL0499
 RL0499_MARKER: DB = BENCH MARK DISK
 RL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0499_STAMPING: D 153 1948
 RL0499_MARK LOGO: CGS
 RL0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0499+STABILITY: SURFACE MOTION
 RL0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0499+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0499
 RL0499  HISTORY     - Date     Condition        Report By
 RL0499  HISTORY     - 1948     MONUMENTED       CGS
 RL0499  HISTORY     - 19960715 GOOD             MIDT
 RL0499  HISTORY     - 20070821 GOOD             GEOCAC
 RL0499  HISTORY     - 20140812 GOOD             MIDT
 RL0499
 RL0499                          STATION DESCRIPTION
 RL0499
 RL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0499'2.6 MI NE FROM LAKE ROLAND.
 RL0499'2.55 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0499'AND COPPER RANGE STATION AT LAKE ROLAND, ABOUT 0.25 MILE
 RL0499'SOUTHWEST OF A ROAD EAST TO LAKE GERALD, AT A DIM ROAD EAST, 102
 RL0499'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 56 FEET SOUTHEAST
 RL0499'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTER
 RL0499'LINE OF THE ROAD WEST, 4 1/2 FEET NORTH-NORTHWEST OF A TWIN
 RL0499'MAPLE TREE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0499'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0499'PROJECTING 3 INCHES.
 RL0499
 RL0499                          STATION RECOVERY (1996)
 RL0499
 RL0499'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0499'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST ALONG STATE HIGHWAY
 RL0499'M-26 FROM TWIN LAKES.  TO REACH FROM THE JUCTION OF STATE HIGHWAY M-26
 RL0499'AND LAKE EMILY/POHONEN ROAD AT TWIN LAKES FOLLOW M-26 NORTHEAST
 RL0499'4.021KM TO THE MARK ON THE RIGHT.  STATION IS 17.3 M (56.8 FT)
 RL0499'SOUTHEAST FROM THE CENTERLINE OF M-26, 11.7 M (38.4 FT) SOUTHWEST OF A
 RL0499'SUBSURFACE TELEPHONE CABLE JUNCTION BOX NO.  10048, 3.2 M (10.5 FT)
 RL0499'NORTHEAST FROM THE CENTERLINE OF A DIM WOODS ROAD EAST, 1.2 M (3.9 FT)
 RL0499'NORTHWEST FROM A 0.4 M (1.3 FT) DIAMETER QUAD MAPLE, 0.3 M (1.0 FT)
 RL0499'NORTHWEST OF A METAL WINESS POST, ABOUT 0.1 M (0.3 FT) BELOW THE
 RL0499'CENTERLINE OF THE HIGHWAY AND 0.14M ABOVE THE LEVEL OF THE GROUND.
 RL0499
 RL0499                          STATION RECOVERY (2007)
 RL0499
 RL0499'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0499'RECOVERED IN GOOD CONDITION.
 RL0499
 RL0499                          STATION RECOVERY (2014)
 RL0499
 RL0499'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0628 ***********************************************************************
 RL0628  DESIGNATION -  D 154
 RL0628  PID         -  RL0628
 RL0628  STATE/COUNTY-  MI/HOUGHTON
 RL0628  COUNTRY     -  US
 RL0628  USGS QUAD   -  VISTA FALLS (2017)
 RL0628
 RL0628                         *CURRENT SURVEY CONTROL
 RL0628  ______________________________________________________________________
 RL0628* NAD 83(1986) POSITION- 46 39 28.8    (N) 088 48 20.0    (W)   HD_HELD2
 RL0628* NAVD 88 ORTHO HEIGHT -   368.905 (meters)     1210.32  (feet) ADJUSTED
 RL0628  ______________________________________________________________________
 RL0628  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 RL0628  DYNAMIC HEIGHT  -        368.922 (meters)     1210.37  (feet) COMP
 RL0628  MODELED GRAVITY -    980,649.4   (mgal)                       NAVD 88
 RL0628
 RL0628  VERT ORDER      -  SECOND    CLASS 0
 RL0628
 RL0628.The horizontal coordinates were established by autonomous hand held GPS
 RL0628.observations and have an estimated accuracy of +/- 10 meters.
 RL0628
 RL0628.The orthometric height was determined by differential leveling and
 RL0628.adjusted by the NATIONAL GEODETIC SURVEY
 RL0628.in June 1991.
 RL0628
 RL0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0628.GEOID18 height accuracy estimate available here.
 RL0628
 RL0628.Click photographs - Photos may exist for this station.
 RL0628
 RL0628.The dynamic height is computed by dividing the NAVD 88
 RL0628.geopotential number by the normal gravity value computed on the
 RL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0628.degrees latitude (g = 980.6199 gals.).
 RL0628
 RL0628.The modeled gravity was interpolated from observed gravity values.
 RL0628
 RL0628;                    North         East    Units  Estimated Accuracy
 RL0628;SPC MI N     -   209,934.    7,861,825.      MT  (+/- 10 meters HH2 GPS)
 RL0628
 RL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6185968743(NAD 83)
 RL0628
 RL0628                          SUPERSEDED SURVEY CONTROL
 RL0628
 RL0628  NGVD 29 (??/??/92)  368.895  (m)         1210.28   (f) ADJ UNCH    2 0
 RL0628
 RL0628.Superseded values are not recommended for survey control.
 RL0628
 RL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0628.See file dsdata.pdf to determine how the superseded data were derived.
 RL0628
 RL0628_MARKER: DB = BENCH MARK DISK
 RL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0628_STAMPING: D 154 1948
 RL0628_MARK LOGO: CGS
 RL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0628+STABILITY: SURFACE MOTION
 RL0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0628+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 RL0628
 RL0628  HISTORY     - Date     Condition        Report By
 RL0628  HISTORY     - 1948     MONUMENTED       CGS
 RL0628  HISTORY     - 20040614 GOOD             GEOCAC
 RL0628
 RL0628                          STATION DESCRIPTION
 RL0628
 RL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0628'9 MI S FROM ALSTON.
 RL0628'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0628'THENCE ABOUT 5.95 MILES SOUTH, ABOUT 1.1 MILES WEST, ABOUT 1.95
 RL0628'MILES SOUTH ALONG GRAVEL ROADS, ABOUT 1.05 MILES NORTH OF A
 RL0628'BRIDGE OVER CYPRESS CREEK, AT THE NORTH END OF A SMALL CUT AND
 RL0628'AT A CURVE WITH TANGENTS NORTH-NORTHEAST AND SOUTH, 67 FEET
 RL0628'WEST-SOUTHWEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RL0628'18-INCH BIRCH TREE, 34 FEET NORTH OF A TRIANGULAR BLAZED 20-INCH
 RL0628'BALSOM TREE, 17 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH BALSAM
 RL0628'TREE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD 2 FEET
 RL0628'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 RL0628'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0628
 RL0628                          STATION RECOVERY (2004)
 RL0628
 RL0628'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0628'MARK IN LOCATED ALONG SOUTH LAIRD ROAD.   1 FT WEST OF MWP+SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0352 ***********************************************************************
 RK0352  DESIGNATION -  D 155
 RK0352  PID         -  RK0352
 RK0352  STATE/COUNTY-  MI/MARQUETTE
 RK0352  COUNTRY     -  US
 RK0352  USGS QUAD   -  CHAMPION (2017)
 RK0352
 RK0352                         *CURRENT SURVEY CONTROL
 RK0352  ______________________________________________________________________
 RK0352* NAD 83(1986) POSITION- 46 31 33.     (N) 087 59 28.     (W)   SCALED
 RK0352* NAVD 88 ORTHO HEIGHT -   475.116 (meters)     1558.78  (feet) ADJUSTED
 RK0352  ______________________________________________________________________
 RK0352  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 RK0352  DYNAMIC HEIGHT  -        475.133 (meters)     1558.83  (feet) COMP
 RK0352  MODELED GRAVITY -    980,635.0   (mgal)                       NAVD 88
 RK0352
 RK0352  VERT ORDER      -  FIRST     CLASS II
 RK0352
 RK0352.The horizontal coordinates were scaled from a map and have
 RK0352.an estimated accuracy of +/- 6 seconds.
 RK0352
 RK0352.The orthometric height was determined by differential leveling and
 RK0352.adjusted by the NATIONAL GEODETIC SURVEY
 RK0352.in June 1991.
 RK0352
 RK0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0352.GEOID18 height accuracy estimate available here.
 RK0352
 RK0352.Click photographs - Photos may exist for this station.
 RK0352
 RK0352.The dynamic height is computed by dividing the NAVD 88
 RK0352.geopotential number by the normal gravity value computed on the
 RK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0352.degrees latitude (g = 980.6199 gals.).
 RK0352
 RK0352.The modeled gravity was interpolated from observed gravity values.
 RK0352
 RK0352;                    North         East    Units  Estimated Accuracy
 RK0352;SPC MI N     -   194,150.    7,923,960.      MT  (+/- 180 meters Scaled)
 RK0352
 RK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS239529(NAD 83)
 RK0352
 RK0352                          SUPERSEDED SURVEY CONTROL
 RK0352
 RK0352  NGVD 29 (??/??/92)  475.052  (m)         1558.57   (f) ADJ UNCH    1 2
 RK0352
 RK0352.Superseded values are not recommended for survey control.
 RK0352
 RK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0352.See file dsdata.pdf to determine how the superseded data were derived.
 RK0352
 RK0352_MARKER: DB = BENCH MARK DISK
 RK0352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RK0352_SP_SET: BOX CULVERT HEADWALL
 RK0352_STAMPING: D 155 1948
 RK0352_MARK LOGO: CGS
 RK0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0352+STABILITY: SURFACE MOTION
 RK0352
 RK0352  HISTORY     - Date     Condition        Report By
 RK0352  HISTORY     - 1948     MONUMENTED       CGS
 RK0352  HISTORY     - 1985     GOOD             NGS
 RK0352  HISTORY     - 20050919 MARK NOT FOUND   MIDT
 RK0352  HISTORY     - 20090501 MARK NOT FOUND   GEOCAC
 RK0352
 RK0352                          STATION DESCRIPTION
 RK0352
 RK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0352'1.6 MI W FROM CHAMPION.
 RK0352'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RK0352'IN CHAMPION, 285 FEET WEST OF THE CENTER LINE OF THE WEST
 RK0352'ENTRANCE TO VAN RIPER STATE PARK, IN THE TOP OF THE SOUTHEAST
 RK0352'END OF THE NORTHEAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 RK0352'34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 RK0352'BELOW THE ROAD.
 RK0352
 RK0352                          STATION RECOVERY (1985)
 RK0352
 RK0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0352'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 RK0352'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RK0352'IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A 4 BY 4
 RK0352'FOOT BOX CULVERT, 86.8 M (284.8 FT) NORTHWEST OF THE CENTER OF THE
 RK0352'WEST ENTRANCE TO VAN RIPER STATE PARK, AND 10.4 M (34.1 FT) NORTHEAST
 RK0352'OF THE CENTERLINE OF THE HIGHWAY.
 RK0352'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 RK0352
 RK0352                          STATION RECOVERY (2005)
 RK0352
 RK0352'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0352'MARK NOT FOUND.
 RK0352
 RK0352                          STATION RECOVERY (2009)
 RK0352
 RK0352'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RK0352'THERE IS A CULVERT IN THE DESCRIBED LOCATION, BUT IT IS NOT A CONCRETE
 RK0352'BOX CULVERT DATING FROM THE 1940S. THE PRESENT CULVERT IS A ROUNDED
 RK0352'CONCRETE TUBE CULVERT WITH A MUCH NEWER APPEARANCE. THIS CULVERT MAY
 RK0352'HAVE BEEN REPLACED WHEN THE HIGHWAY WAS RECONSTRUCTED IN THIS AREA IN
 RK0352'THE LATE 1980S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0295 ***********************************************************************
 RK0295  DESIGNATION -  D 156
 RK0295  PID         -  RK0295
 RK0295  STATE/COUNTY-  MI/MARQUETTE
 RK0295  COUNTRY     -  US
 RK0295  USGS QUAD   -  NEGAUNEE (2017)
 RK0295
 RK0295                         *CURRENT SURVEY CONTROL
 RK0295  ______________________________________________________________________
 RK0295* NAD 83(1986) POSITION- 46 31 56.     (N) 087 33 25.     (W)   SCALED
 RK0295* NAVD 88 ORTHO HEIGHT -   429.939 (meters)     1410.56  (feet) ADJUSTED
 RK0295  ______________________________________________________________________
 RK0295  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 RK0295  DYNAMIC HEIGHT  -        429.968 (meters)     1410.65  (feet) COMP
 RK0295  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RK0295
 RK0295  VERT ORDER      -  SECOND    CLASS 0
 RK0295
 RK0295.The horizontal coordinates were scaled from a map and have
 RK0295.an estimated accuracy of +/- 6 seconds.
 RK0295
 RK0295.The orthometric height was determined by differential leveling and
 RK0295.adjusted by the NATIONAL GEODETIC SURVEY
 RK0295.in June 1991.
 RK0295
 RK0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0295.GEOID18 height accuracy estimate available here.
 RK0295
 RK0295.Click photographs - Photos may exist for this station.
 RK0295
 RK0295.The dynamic height is computed by dividing the NAVD 88
 RK0295.geopotential number by the normal gravity value computed on the
 RK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0295.degrees latitude (g = 980.6199 gals.).
 RK0295
 RK0295.The modeled gravity was interpolated from observed gravity values.
 RK0295
 RK0295;                    North         East    Units  Estimated Accuracy
 RK0295;SPC MI N     -   194,530.    7,957,280.      MT  (+/- 180 meters Scaled)
 RK0295
 RK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS572533(NAD 83)
 RK0295
 RK0295                          SUPERSEDED SURVEY CONTROL
 RK0295
 RK0295  NGVD 29 (??/??/92)  429.884  (m)         1410.38   (f) ADJ UNCH    2 0
 RK0295
 RK0295.Superseded values are not recommended for survey control.
 RK0295
 RK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0295.See file dsdata.pdf to determine how the superseded data were derived.
 RK0295
 RK0295_MARKER: DB = BENCH MARK DISK
 RK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0295_STAMPING: D 156 1948
 RK0295_MARK LOGO: CGS
 RK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0295+STABILITY: SURFACE MOTION
 RK0295
 RK0295  HISTORY     - Date     Condition        Report By
 RK0295  HISTORY     - 1948     MONUMENTED       CGS
 RK0295  HISTORY     - 1958     GOOD             CGS
 RK0295  HISTORY     - 1980     MARK NOT FOUND   NGS
 RK0295  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0295
 RK0295                          STATION DESCRIPTION
 RK0295
 RK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0295'8.4 MI W FROM MARQUETTE.
 RK0295'8.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0295'MARQUETTE, THENCE 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD
 RK0295'TO MARQUETTE COUNTY AIRPORT, AT THE NORTHWEST CORNER AND IN
 RK0295'LINE WITH THE NORTH SIDE OF THE FUEL SUPPLY HOUSE AT THE
 RK0295'AIRPORT, 3 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 RK0295'92 FEET NORTH OF THE NORTH WALL OF A HANGAR, 2 FEET SOUTH OF
 RK0295'A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 RK0295'PROJETING 5 INCHES.
 RK0295
 RK0295                          STATION RECOVERY (1958)
 RK0295
 RK0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RK0295'RECOVERED IN GOOD CONDITION.
 RK0295
 RK0295                          STATION RECOVERY (1980)
 RK0295
 RK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RK0295'MARK NOT FOUND.
 RK0295
 RK0295                          STATION RECOVERY (1985)
 RK0295
 RK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0354 ***********************************************************************
 RK0354  DESIGNATION -  D 157
 RK0354  PID         -  RK0354
 RK0354  STATE/COUNTY-  MI/MARQUETTE
 RK0354  COUNTRY     -  US
 RK0354  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0354
 RK0354                         *CURRENT SURVEY CONTROL
 RK0354  ______________________________________________________________________
 RK0354* NAD 83(1986) POSITION- 46 42 24.     (N) 087 38 27.     (W)   SCALED
 RK0354* NAVD 88 ORTHO HEIGHT -   279.484 (meters)      916.94  (feet) ADJUSTED
 RK0354  ______________________________________________________________________
 RK0354  GEOID HEIGHT    -        -34.800 (meters)                     GEOID18
 RK0354  DYNAMIC HEIGHT  -        279.506 (meters)      917.01  (feet) COMP
 RK0354  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 RK0354
 RK0354  VERT ORDER      -  SECOND    CLASS 0
 RK0354
 RK0354.The horizontal coordinates were scaled from a map and have
 RK0354.an estimated accuracy of +/- 6 seconds.
 RK0354
 RK0354.The orthometric height was determined by differential leveling and
 RK0354.adjusted by the NATIONAL GEODETIC SURVEY
 RK0354.in June 1991.
 RK0354
 RK0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0354.GEOID18 height accuracy estimate available here.
 RK0354
 RK0354.Click photographs - Photos may exist for this station.
 RK0354
 RK0354.The dynamic height is computed by dividing the NAVD 88
 RK0354.geopotential number by the normal gravity value computed on the
 RK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0354.degrees latitude (g = 980.6199 gals.).
 RK0354
 RK0354.The modeled gravity was interpolated from observed gravity values.
 RK0354
 RK0354;                    North         East    Units  Estimated Accuracy
 RK0354;SPC MI N     -   213,970.    7,951,000.      MT  (+/- 180 meters Scaled)
 RK0354
 RK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS510727(NAD 83)
 RK0354
 RK0354                          SUPERSEDED SURVEY CONTROL
 RK0354
 RK0354  NGVD 29 (??/??/92)  279.439  (m)          916.79   (f) ADJ UNCH    2 0
 RK0354
 RK0354.Superseded values are not recommended for survey control.
 RK0354
 RK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0354.See file dsdata.pdf to determine how the superseded data were derived.
 RK0354
 RK0354_MARKER: DB = BENCH MARK DISK
 RK0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0354_STAMPING: D 157 1948
 RK0354_MARK LOGO: CGS
 RK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0354+STABILITY: SURFACE MOTION
 RK0354
 RK0354  HISTORY     - Date     Condition        Report By
 RK0354  HISTORY     - 1948     MONUMENTED       CGS
 RK0354  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0354
 RK0354                          STATION DESCRIPTION
 RK0354
 RK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0354'4.9 MI NW FROM BIRCH.
 RK0354'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0354'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 2.0 MILES
 RK0354'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 300 FEET
 RK0354'NORTHWEST OF A SMALL LOG CULVERT, IN A SMALL CLEARING ON
 RK0354'NORTHEAST SIDE OF ROAD, 24 FEET NORTHEAST OF THE CENTER LINE
 RK0354'OF THE ROAD, 15 FEET WEST OF A 20-INCH TRIANULAR BLAZED PINE
 RK0354'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RK0354'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0354'4 INCHES.
 RK0354
 RK0354                          STATION RECOVERY (1982)
 RK0354
 RK0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0911 ***********************************************************************
 NF0911  DESIGNATION -  D 159
 NF0911  PID         -  NF0911
 NF0911  STATE/COUNTY-  MI/ALLEGAN
 NF0911  COUNTRY     -  US
 NF0911  USGS QUAD   -  WAYLAND (2017)
 NF0911
 NF0911                         *CURRENT SURVEY CONTROL
 NF0911  ______________________________________________________________________
 NF0911* NAD 83(1986) POSITION- 42 43 30.     (N) 085 39 46.     (W)   SCALED
 NF0911* NAVD 88 ORTHO HEIGHT -   235.730 (meters)      773.39  (feet) ADJUSTED
 NF0911  ______________________________________________________________________
 NF0911  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 NF0911  DYNAMIC HEIGHT  -        235.665 (meters)      773.18  (feet) COMP
 NF0911  MODELED GRAVITY -    980,338.1   (mgal)                       NAVD 88
 NF0911
 NF0911  VERT ORDER      -  SECOND    CLASS 0
 NF0911
 NF0911.The horizontal coordinates were scaled from a map and have
 NF0911.an estimated accuracy of +/- 6 seconds.
 NF0911
 NF0911.The orthometric height was determined by differential leveling and
 NF0911.adjusted by the NATIONAL GEODETIC SURVEY
 NF0911.in June 1991.
 NF0911
 NF0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0911.GEOID18 height accuracy estimate available here.
 NF0911
 NF0911.Click photographs - Photos may exist for this station.
 NF0911
 NF0911.The dynamic height is computed by dividing the NAVD 88
 NF0911.geopotential number by the normal gravity value computed on the
 NF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0911.degrees latitude (g = 980.6199 gals.).
 NF0911
 NF0911.The modeled gravity was interpolated from observed gravity values.
 NF0911
 NF0911;                    North         East    Units  Estimated Accuracy
 NF0911;SPC MI S     -   136,890.    3,893,860.      MT  (+/- 180 meters Scaled)
 NF0911
 NF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN094311(NAD 83)
 NF0911
 NF0911                          SUPERSEDED SURVEY CONTROL
 NF0911
 NF0911  NGVD 29 (??/??/92)  235.860  (m)          773.82   (f) ADJ UNCH    2 0
 NF0911
 NF0911.Superseded values are not recommended for survey control.
 NF0911
 NF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0911.See file dsdata.pdf to determine how the superseded data were derived.
 NF0911
 NF0911_MARKER: DB = BENCH MARK DISK
 NF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0911_STAMPING: D 159 1948
 NF0911_MARK LOGO: CGS
 NF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0911+STABILITY: SURFACE MOTION
 NF0911
 NF0911  HISTORY     - Date     Condition        Report By
 NF0911  HISTORY     - 1948     MONUMENTED       CGS
 NF0911  HISTORY     - 1987     GOOD             USPSQD
 NF0911  HISTORY     - 1989     GOOD             USPSQD
 NF0911  HISTORY     - 1991     GOOD             USPSQD
 NF0911  HISTORY     - 20070318 MARK NOT FOUND   GEOCAC
 NF0911
 NF0911                          STATION DESCRIPTION
 NF0911
 NF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0911'1.2 MI S FROM MOLINE.
 NF0911'ABOUT 1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 NF0911'STATION AT MOLINE, THENCE ABOUT 400 FEET WEST ALONG COUNTY ROAD
 NF0911'26, SET IN THE NORTHWEST CORNER OF A NORTH-SOUTH CROSS ROAD,
 NF0911'57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF THE
 NF0911'CENTER LINE OF THE CROSS ROAD, 44 FEET NORTHEAST OF A POWER POLE,
 NF0911'28 FEET NORTH OF A 28-INCH TREE AT A FENCE CORNER, 3 FEET
 NF0911'EAST OF A NORTH-SOUTH FENCE LINE, 1 1/2 FEET NORTHEAST OF A
 NF0911'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN
 NF0911'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0911
 NF0911                          STATION RECOVERY (1987)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0911'RECOVERED IN GOOD CONDITION.
 NF0911
 NF0911                          STATION RECOVERY (1989)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0911'RECOVERED IN GOOD CONDITION.
 NF0911
 NF0911                          STATION RECOVERY (1991)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0911'RECOVERED IN GOOD CONDITION.
 NF0911
 NF0911                          STATION RECOVERY (2007)
 NF0911
 NF0911'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0911'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1171 ***********************************************************************
 NE1171  DESIGNATION -  D 16
 NE1171  PID         -  NE1171
 NE1171  STATE/COUNTY-  MI/MACOMB
 NE1171  COUNTRY     -  US
 NE1171  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE1171
 NE1171                         *CURRENT SURVEY CONTROL
 NE1171  ______________________________________________________________________
 NE1171* NAD 83(1994) POSITION- 42 35 56.97972(N) 082 49 13.21451(W)   ADJUSTED
 NE1171* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 NE1171  ______________________________________________________________________
 NE1171  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 NE1171  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 NE1171  HORZ ORDER      -  SECOND
 NE1171
 NE1171.The horizontal coordinates were established by classical geodetic methods
 NE1171.and adjusted by the National Geodetic Survey in February 1997.
 NE1171
 NE1171.The orthometric height was scaled from a topographic map.
 NE1171
 NE1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1171.GEOID18 height accuracy estimate available here.
 NE1171
 NE1171.Click photographs - Photos may exist for this station.
 NE1171
 NE1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1171
 NE1171. The following values were computed from the NAD 83(1994) position.
 NE1171
 NE1171;                    North         East     Units Scale Factor Converg.
 NE1171;SPC MI S     -   123,257.112 4,126,888.328   MT  0.99991926   +1 03 08.4
 NE1171;SPC MI S     -   404,386.85 13,539,659.87   iFT  0.99991926   +1 03 08.4
 NE1171;UTM  17      - 4,717,909.860   350,664.330   MT  0.99987438   -1 13 56.5
 NE1171
 NE1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1171!SPC MI S     -   0.99997788  x   0.99991926  =   0.99989714
 NE1171!UTM  17      -   0.99997788  x   0.99987438  =   0.99985226
 NE1171
 NE1171:                Primary Azimuth Mark                     Grid Az
 NE1171:SPC MI S     -  MACOMB                                   266 01 34.0
 NE1171:UTM  17      -  MACOMB                                   268 18 38.9
 NE1171
 NE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5066417909(NAD 83)
 NE1171
 NE1171|---------------------------------------------------------------------|
 NE1171| PID    Reference Object                     Distance      Geod. Az  |
 NE1171|                                                           dddmmss.s |
 NE1171| CH0933 D 16 RM 1                            19.222 METERS 02406     |
 NE1171| NE1175 TTR 16 1957                          16.787 METERS 09114     |
 NE1171| CH0934 D 16 RM 2                            19.758 METERS 15454     |
 NE1171| NE1176 D 16 RANGE FINDER                   177.791 METERS 18227     |
 NE1171| NE1186 MACOMB                              APPROX. 4.7 KM 2670442.4 |
 NE1171| NE1183 MT CLEMENS CATH CHURCH              APPROX. 4.8 KM 2711700.6 |
 NE1171| NE1179 TVOR SELFRIDGE AFB SFV              APPROX. 1.6 KM 2855004.1 |
 NE1171| NE1169 SELFRIDGE AFB CONTROL TOWER         APPROX. 1.3 KM 3134933.8 |
 NE1171|---------------------------------------------------------------------|
 NE1171
 NE1171                          SUPERSEDED SURVEY CONTROL
 NE1171
 NE1171  NAD 83(1986)-  42 35 56.98294(N)    082 49 13.24937(W) AD(       ) 2
 NE1171  NAD 27      -  42 35 56.85580(N)    082 49 13.54720(W) AD(       ) 2
 NE1171
 NE1171.Superseded values are not recommended for survey control.
 NE1171
 NE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1171.See file dsdata.pdf to determine how the superseded data were derived.
 NE1171
 NE1171_MARKER: DS = TRIANGULATION STATION DISK
 NE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1171_STAMPING: D 16 1957
 NE1171_MARK LOGO: CGS
 NE1171_PROJECTION: FLUSH
 NE1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1171+STABILITY: SURFACE MOTION
 NE1171
 NE1171  HISTORY     - Date     Condition        Report By
 NE1171  HISTORY     - 1957     MONUMENTED       CGS
 NE1171  HISTORY     - 19880929 GOOD             USPSQD
 NE1171  HISTORY     - 19990807 MARK NOT FOUND   USPSQD
 NE1171
 NE1171                          STATION DESCRIPTION
 NE1171
 NE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1171'THE STATION IS ABOUT 3 MILES EAST OF MOUNT CLEMENS AT THE U.S. ARMY
 NE1171'NIKE SITE D-16, LOCATED IN THE SOUTHEASTERN PART OF SELFRIDGE AIR
 NE1171'FORCE BASE.  IT IS IN THE NORTHWEST CORNER OF THE WIRE ENCLOSED NIKE
 NE1171'SITE, 137 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK
 NE1171'POWER HOUSE BUILDING, 5 FEET EAST OF THE HIGH WOVEN WIRE FENCE CORNER
 NE1171'AND 9 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 NE1171'THE DISK IS STAMPED D 16 1957.
 NE1171'
 NE1171'TO REACH THE STATION FROM THE GATE AT THE SOUTHEAST ENTRANCE TO THE
 NE1171'SELFRIDGE AIR FORCE BASE, GO WEST AND SOUTH ON THE GRAVELED ROAD FOR
 NE1171'0.6 MILE TO A SIDE ROAD RIGHT.
 NE1171'
 NE1171'TURN RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 NE1171'PARKING AREA AND ARMY BARRACKS ON THE LEFT. CONTINUE NORTH ON THE
 NE1171'GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE AT THE ENTRANCE TO THE NIKE
 NE1171'SITE.  PASS THROUGH THE GATE AND BEAR LEFT ALONG THE EAST SIDE OF THE
 NE1171'HIGH WIRE FENCE TO THE FENCE CORNER AND THE STATION.
 NE1171'
 NE1171'REFERENCE MARK 1 IS AT THE NORTHEAST CORNER OF THE WIRE ENCLOSED NIKE
 NE1171'SITE AREA, 1 FOOT SOUTH OF THE WIRE FENCE CORNER.  THE MONUMENT IS
 NE1171'FLUSH AND THE DISK IS STAMPED D 16 NO 1 1957.
 NE1171'
 NE1171'REFERENCE MARK 2 IS 91 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 NE1171'POWER HOUSE BUILDING AND 1 FOOT EAST OF THE HIGH WOVEN WIRE FENCE.
 NE1171'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 16 NO 2 1957.
 NE1171'
 NE1171'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NE1171
 NE1171                          STATION RECOVERY (1988)
 NE1171
 NE1171'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBR)
 NE1171'RECOVERED IN GOOD CONDITION.
 NE1171
 NE1171                          STATION RECOVERY (1999)
 NE1171
 NE1171'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0132 ***********************************************************************
 RL0132  DESIGNATION -  D 161
 RL0132  PID         -  RL0132
 RL0132  STATE/COUNTY-  MI/BARAGA
 RL0132  COUNTRY     -  US
 RL0132  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0132
 RL0132                         *CURRENT SURVEY CONTROL
 RL0132  ______________________________________________________________________
 RL0132* NAD 83(1986) POSITION- 46 46 21.     (N) 088 11 18.     (W)   SCALED
 RL0132* NAVD 88 ORTHO HEIGHT -   399.233 (meters)     1309.82  (feet) ADJUSTED
 RL0132  ______________________________________________________________________
 RL0132  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 RL0132  DYNAMIC HEIGHT  -        399.249 (meters)     1309.87  (feet) COMP
 RL0132  MODELED GRAVITY -    980,643.3   (mgal)                       NAVD 88
 RL0132
 RL0132  VERT ORDER      -  SECOND    CLASS 0
 RL0132
 RL0132.The horizontal coordinates were scaled from a map and have
 RL0132.an estimated accuracy of +/- 6 seconds.
 RL0132
 RL0132.The orthometric height was determined by differential leveling and
 RL0132.adjusted by the NATIONAL GEODETIC SURVEY
 RL0132.in June 1991.
 RL0132
 RL0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0132.GEOID18 height accuracy estimate available here.
 RL0132
 RL0132.Click photographs - Photos may exist for this station.
 RL0132
 RL0132.The dynamic height is computed by dividing the NAVD 88
 RL0132.geopotential number by the normal gravity value computed on the
 RL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0132.degrees latitude (g = 980.6199 gals.).
 RL0132
 RL0132.The modeled gravity was interpolated from observed gravity values.
 RL0132
 RL0132;                    North         East    Units  Estimated Accuracy
 RL0132;SPC MI N     -   221,770.    7,909,250.      MT  (+/- 180 meters Scaled)
 RL0132
 RL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS092805(NAD 83)
 RL0132
 RL0132                          SUPERSEDED SURVEY CONTROL
 RL0132
 RL0132  NGVD 29 (??/??/92)  399.194  (m)         1309.69   (f) ADJ UNCH    2 0
 RL0132
 RL0132.Superseded values are not recommended for survey control.
 RL0132
 RL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0132.See file dsdata.pdf to determine how the superseded data were derived.
 RL0132
 RL0132_MARKER: DB = BENCH MARK DISK
 RL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0132_STAMPING: D 161 1948
 RL0132_MARK LOGO: CGS
 RL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0132+STABILITY: SURFACE MOTION
 RL0132
 RL0132  HISTORY     - Date     Condition        Report By
 RL0132  HISTORY     - 1948     MONUMENTED       CGS
 RL0132
 RL0132                          STATION DESCRIPTION
 RL0132
 RL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0132'14.8 MI E FROM L ANSE.
 RL0132'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0132'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0132'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0132'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0132'2.3 MILES EAST ALONG A LOGGING TRAIL, THENCE ABOUT 0.2 MILE
 RL0132'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0132'THENCE ABOUT 0.4 MILE NORTHEAST ALONG A TRAIL, ABOUT 0.1 MILE
 RL0132'SOUTHWEST OF THE JUNCTION OF A TRAIL SOUTH, AT THE TOP OF A LOW
 RL0132'GRADE, 20 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 8.5 FEET
 RL0132'WEST-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH HEMLOCK TREE, 11
 RL0132'FEET NORTH OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 1 1/2
 RL0132'FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 RL0132'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0935 ***********************************************************************
 NF0935  DESIGNATION -  D 162
 NF0935  PID         -  NF0935
 NF0935  STATE/COUNTY-  MI/ALLEGAN
 NF0935  COUNTRY     -  US
 NF0935  USGS QUAD   -  MILLGROVE (2017)
 NF0935
 NF0935                         *CURRENT SURVEY CONTROL
 NF0935  ______________________________________________________________________
 NF0935* NAD 83(1986) POSITION- 42 32 57.     (N) 085 59 43.     (W)   SCALED
 NF0935* NAVD 88 ORTHO HEIGHT -   203.935 (meters)      669.08  (feet) ADJUSTED
 NF0935  ______________________________________________________________________
 NF0935  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 NF0935  DYNAMIC HEIGHT  -        203.880 (meters)      668.90  (feet) COMP
 NF0935  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 NF0935
 NF0935  VERT ORDER      -  SECOND    CLASS 0
 NF0935
 NF0935.The horizontal coordinates were scaled from a map and have
 NF0935.an estimated accuracy of +/- 6 seconds.
 NF0935
 NF0935.The orthometric height was determined by differential leveling and
 NF0935.adjusted by the NATIONAL GEODETIC SURVEY
 NF0935.in June 1991.
 NF0935
 NF0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0935.GEOID18 height accuracy estimate available here.
 NF0935
 NF0935.Click photographs - Photos may exist for this station.
 NF0935
 NF0935.The dynamic height is computed by dividing the NAVD 88
 NF0935.geopotential number by the normal gravity value computed on the
 NF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0935.degrees latitude (g = 980.6199 gals.).
 NF0935
 NF0935.The modeled gravity was interpolated from observed gravity values.
 NF0935
 NF0935;                    North         East    Units  Estimated Accuracy
 NF0935;SPC MI S     -   117,830.    3,866,250.      MT  (+/- 180 meters Scaled)
 NF0935
 NF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN824112(NAD 83)
 NF0935
 NF0935                          SUPERSEDED SURVEY CONTROL
 NF0935
 NF0935  NGVD 29 (??/??/92)  204.078  (m)          669.55   (f) ADJ UNCH    2 0
 NF0935
 NF0935.Superseded values are not recommended for survey control.
 NF0935
 NF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0935.See file dsdata.pdf to determine how the superseded data were derived.
 NF0935
 NF0935_MARKER: DB = BENCH MARK DISK
 NF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0935_STAMPING: D 162 1948
 NF0935_MARK LOGO: CGS
 NF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0935+STABILITY: SURFACE MOTION
 NF0935
 NF0935  HISTORY     - Date     Condition        Report By
 NF0935  HISTORY     - 1948     MONUMENTED       CGS
 NF0935  HISTORY     - 1983     GOOD             LOCSUR
 NF0935  HISTORY     - 1988     GOOD             USPSQD
 NF0935  HISTORY     - 19950817 GOOD             USPSQD
 NF0935
 NF0935                          STATION DESCRIPTION
 NF0935
 NF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0935'5.1 MI E FROM PEARL.
 NF0935'5.1 MILES EAST ALONG STATE HIGHWAY 89 FROM THE CROSSING OF THE
 NF0935'CHESAPEAKE AND OHIO RAILWAY AT PEARL, AT A NORTH-SOUTH CROSSROAD
 NF0935'AND THE ALLEGAN FOREST, DEPARMENT OF CONSERVATION HEADQUARTERS,
 NF0935'130 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST
 NF0935'OF THE CENTER LINE OF THE ROAD SOUTH, 63.5 FEET WEST-NORTHWEST
 NF0935'OF THE NORTHWEST CORNER OF A SHOP BUILDING, 14 FEET NORTH OF A
 NF0935'3-INCH PINE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0935'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0935'PROJECTING 3 INCHES.
 NF0935
 NF0935                          STATION RECOVERY (1983)
 NF0935
 NF0935'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0935'RECOVERED IN GOOD CONDITION.
 NF0935
 NF0935                          STATION RECOVERY (1988)
 NF0935
 NF0935'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0935'RECOVERED IN GOOD CONDITION.
 NF0935
 NF0935                          STATION RECOVERY (1995)
 NF0935
 NF0935'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0076 ***********************************************************************
 RL0076  DESIGNATION -  D 163
 RL0076  PID         -  RL0076
 RL0076  STATE/COUNTY-  MI/BARAGA
 RL0076  COUNTRY     -  US
 RL0076  USGS QUAD   -  L'ANSE (2017)
 RL0076
 RL0076                         *CURRENT SURVEY CONTROL
 RL0076  ______________________________________________________________________
 RL0076* NAD 83(1986) POSITION- 46 49 06.2    (N) 088 24 19.5    (W)   HD_HELD2
 RL0076* NAVD 88 ORTHO HEIGHT -   188.937 (meters)      619.87  (feet) ADJUSTED
 RL0076  ______________________________________________________________________
 RL0076  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 RL0076  DYNAMIC HEIGHT  -        188.948 (meters)      619.91  (feet) COMP
 RL0076  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RL0076
 RL0076  VERT ORDER      -  SECOND    CLASS 0
 RL0076
 RL0076.The horizontal coordinates were established by autonomous hand held GPS
 RL0076.observations and have an estimated accuracy of +/- 10 meters.
 RL0076
 RL0076.The orthometric height was determined by differential leveling and
 RL0076.adjusted by the NATIONAL GEODETIC SURVEY
 RL0076.in June 1991.
 RL0076
 RL0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0076.GEOID18 height accuracy estimate available here.
 RL0076
 RL0076.Click photographs - Photos may exist for this station.
 RL0076
 RL0076.The dynamic height is computed by dividing the NAVD 88
 RL0076.geopotential number by the normal gravity value computed on the
 RL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0076.degrees latitude (g = 980.6199 gals.).
 RL0076
 RL0076.The modeled gravity was interpolated from observed gravity values.
 RL0076
 RL0076;                    North         East    Units  Estimated Accuracy
 RL0076;SPC MI N     -   227,140.    7,892,759.      MT  (+/- 10 meters HH2 GPS)
 RL0076
 RL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9279185941(NAD 83)
 RL0076
 RL0076                          SUPERSEDED SURVEY CONTROL
 RL0076
 RL0076  NGVD 29 (??/??/92)  188.908  (m)          619.78   (f) ADJ UNCH    2 0
 RL0076
 RL0076.Superseded values are not recommended for survey control.
 RL0076
 RL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0076.See file dsdata.pdf to determine how the superseded data were derived.
 RL0076
 RL0076_MARKER: DB = BENCH MARK DISK
 RL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0076_STAMPING: D 163 1948
 RL0076_MARK LOGO: CGS
 RL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0076+STABILITY: SURFACE MOTION
 RL0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0076+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 RL0076
 RL0076  HISTORY     - Date     Condition        Report By
 RL0076  HISTORY     - 1948     MONUMENTED       CGS
 RL0076  HISTORY     - 20050705 GOOD             GEOCAC
 RL0076
 RL0076                          STATION DESCRIPTION
 RL0076
 RL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0076'5 MI N FROM L ANSE.
 RL0076'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0076'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0076'NORTH ALONG A GRAVEL ROAD, TEHNCE ABOUT 1.55 MILES NORTHEAST
 RL0076'ALONG THE PEQUAMING ROAD, AT A DIM ROAD SOUTHEAST, ACROSS THE
 RL0076'ROAD FROM A GROUP OF SHINGLE FARM BUILDINGS, 52 FEET
 RL0076'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 26 FEET SOUTHEAST
 RL0076'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER
 RL0076'LINE OF THE DIM ROAD SOUTHEAST, 22 1/2 FEET WEST OF THE WEST
 RL0076'CORNER OF A SMALL CABIN, 30 FEET NORTHWEST OF A LONE 9-INCH
 RL0076'SPRUCE TREE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT ABOVE
 RL0076'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RL0076'INCHES.
 RL0076
 RL0076                          STATION RECOVERY (2005)
 RL0076
 RL0076'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0076'THE DIM ROAD SOUTHEAST IS NOW N. JOHNSON ROAD.  IT IS 0.5 FT NW OF A
 RL0076'METAL POST WITH SIGN '15153 PAQUAMING RD', FLUSH WITH GROUND AND ABOUT
 RL0076'2 FT BELOW LEVEL WITH MAIN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0108 ***********************************************************************
 RL0108  DESIGNATION -  D 164
 RL0108  PID         -  RL0108
 RL0108  STATE/COUNTY-  MI/BARAGA
 RL0108  COUNTRY     -  US
 RL0108  USGS QUAD   -  MCCOMB CORNER (2017)
 RL0108
 RL0108                         *CURRENT SURVEY CONTROL
 RL0108  ______________________________________________________________________
 RL0108* NAD 83(1986) POSITION- 46 52 28.71   (N) 088 06 30.43   (W)   HD_HELD1
 RL0108* NAVD 88 ORTHO HEIGHT -   256.542 (meters)      841.67  (feet) ADJUSTED
 RL0108  ______________________________________________________________________
 RL0108  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 RL0108  DYNAMIC HEIGHT  -        256.558 (meters)      841.72  (feet) COMP
 RL0108  MODELED GRAVITY -    980,673.8   (mgal)                       NAVD 88
 RL0108
 RL0108  VERT ORDER      -  SECOND    CLASS 0
 RL0108
 RL0108.The horizontal coordinates were determined by differentially corrected
 RL0108.hand held GPS observations or other comparable positioning techniques
 RL0108.and have an estimated accuracy of +/- 3 meters.
 RL0108
 RL0108.The orthometric height was determined by differential leveling and
 RL0108.adjusted by the NATIONAL GEODETIC SURVEY
 RL0108.in June 1991.
 RL0108
 RL0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0108.GEOID18 height accuracy estimate available here.
 RL0108
 RL0108.Click photographs - Photos may exist for this station.
 RL0108
 RL0108.The dynamic height is computed by dividing the NAVD 88
 RL0108.geopotential number by the normal gravity value computed on the
 RL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0108.degrees latitude (g = 980.6199 gals.).
 RL0108
 RL0108.The modeled gravity was interpolated from observed gravity values.
 RL0108
 RL0108;                    North         East    Units  Estimated Accuracy
 RL0108;SPC MI N     -   233,032.9   7,915,505.0     MT  (+/- 3 meters HH1 GPS) 
 RL0108
 RL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1553291830(NAD 83)
 RL0108
 RL0108                          SUPERSEDED SURVEY CONTROL
 RL0108
 RL0108  NGVD 29 (??/??/92)  256.505  (m)          841.55   (f) ADJ UNCH    2 0
 RL0108
 RL0108.Superseded values are not recommended for survey control.
 RL0108
 RL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0108.See file dsdata.pdf to determine how the superseded data were derived.
 RL0108
 RL0108_MARKER: DB = BENCH MARK DISK
 RL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0108_STAMPING: D 164 1948
 RL0108_MARK LOGO: CGS
 RL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0108+STABILITY: SURFACE MOTION
 RL0108
 RL0108  HISTORY     - Date     Condition        Report By
 RL0108  HISTORY     - 1948     MONUMENTED       CGS
 RL0108  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0108
 RL0108                          STATION DESCRIPTION
 RL0108
 RL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0108'7.8 MI E FROM SKANEE.
 RL0108'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0108'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0108'2.0 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT 1.5 MILES EAST AND
 RL0108'ABOUT 1.45 MILES SOUTH ALONG GRAVEL ROADS, ABOUT 0.6 MILE NORTH
 RL0108'OF THE ROAD JUNCTION AT MC COMBS CORNER, ABOUT 0.45 MILE SOUTH
 RL0108'OF A ROAD EAST TO FINCH LODGE, AT THE SOUTHEAST CORNER OF AN
 RL0108'ORCHARD AND AT AN OLD SITE OF FARM HOUSE, 28 FEET WEST OF THE
 RL0108'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF A 16-INCH FORKED
 RL0108'POPLAR TREE, 21 FEET EAST-SOUTHEAST OF A 10-INCH APPLE TREE AT
 RL0108'SOUTHEAST CORNER OF ORCHARD, 10 FEET NORTH OF THE CENTER LINE
 RL0108'OF THE DRIVE TO OLD FARM SITE, 1 FOOT WEST OF THE FENCE LINE,
 RL0108'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0108'PROJECTING 6 INCHES.
 RL0108
 RL0108                          STATION RECOVERY (2005)
 RL0108
 RL0108'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0108'THERE HAS BEEN ROAD CONSTRUCTION (2-3 FT GRADE LIFT) ALONG THIS NOW
 RL0108'PAVED ROAD. THE MARK APPEARS TO HAVE BEEN WITHIN THE GRADED AREA.  THE
 RL0108'OLD APPLE ORCHARD IS STILL THERE, NO FENCE, DRIVEWAY, OR ANY OF THE
 RL0108'1948 TREES WERE FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0130 ***********************************************************************
 RK0130  DESIGNATION -  D 165
 RK0130  PID         -  RK0130
 RK0130  STATE/COUNTY-  MI/MARQUETTE
 RK0130  COUNTRY     -  US
 RK0130  USGS QUAD   -  MARQUETTE (2017)
 RK0130
 RK0130                         *CURRENT SURVEY CONTROL
 RK0130  ______________________________________________________________________
 RK0130* NAD 83(1986) POSITION- 46 34 28.64   (N) 087 25 17.42   (W)   HD_HELD1
 RK0130* NAVD 88 ORTHO HEIGHT -   203.835 (meters)      668.75  (feet) ADJUSTED
 RK0130  ______________________________________________________________________
 RK0130  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 RK0130  DYNAMIC HEIGHT  -        203.853 (meters)      668.81  (feet) COMP
 RK0130  MODELED GRAVITY -    980,701.9   (mgal)                       NAVD 88
 RK0130
 RK0130  VERT ORDER      -  SECOND    CLASS 0
 RK0130
 RK0130.The horizontal coordinates were determined by differentially corrected
 RK0130.hand held GPS observations or other comparable positioning techniques
 RK0130.and have an estimated accuracy of +/- 3 meters.
 RK0130
 RK0130.The orthometric height was determined by differential leveling and
 RK0130.adjusted by the NATIONAL GEODETIC SURVEY
 RK0130.in June 1991.
 RK0130
 RK0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0130.GEOID18 height accuracy estimate available here.
 RK0130
 RK0130.Click photographs - Photos may exist for this station.
 RK0130
 RK0130.The dynamic height is computed by dividing the NAVD 88
 RK0130.geopotential number by the normal gravity value computed on the
 RK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0130.degrees latitude (g = 980.6199 gals.).
 RK0130
 RK0130.The modeled gravity was interpolated from observed gravity values.
 RK0130
 RK0130;                    North         East    Units  Estimated Accuracy
 RK0130;SPC MI N     -   199,178.5   7,967,691.3     MT  (+/- 3 meters HH1 GPS) 
 RK0130
 RK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6770157981(NAD 83)
 RK0130
 RK0130                          SUPERSEDED SURVEY CONTROL
 RK0130
 RK0130  NGVD 29 (??/??/92)  203.798  (m)          668.63   (f) ADJ UNCH    2 0
 RK0130
 RK0130.Superseded values are not recommended for survey control.
 RK0130
 RK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0130.See file dsdata.pdf to determine how the superseded data were derived.
 RK0130
 RK0130_MARKER: DB = BENCH MARK DISK
 RK0130_SETTING: 66 = SET IN ROCK OUTCROP
 RK0130_STAMPING: D 165 1948
 RK0130_MARK LOGO: CGS
 RK0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0130+STABILITY: POSITION/ELEVATION WELL
 RK0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0130+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 RK0130
 RK0130  HISTORY     - Date     Condition        Report By
 RK0130  HISTORY     - 1948     MONUMENTED       CGS
 RK0130  HISTORY     - 1979     GOOD             LOCENG
 RK0130  HISTORY     - 1985     GOOD             NGS
 RK0130  HISTORY     - 20010331 GOOD             NGS
 RK0130  HISTORY     - 20050906 GOOD             USPSQD
 RK0130  HISTORY     - 20061118 GOOD             USPSQD
 RK0130  HISTORY     - 20080802 GOOD             GEOCAC
 RK0130  HISTORY     - 20110920 GOOD             STS
 RK0130  HISTORY     - 20210622 GOOD             MIDT
 RK0130
 RK0130                          STATION DESCRIPTION
 RK0130
 RK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0130'2.3 MI NW FROM MARQUETTE.
 RK0130'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0130'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 1.75 MILES
 RK0130'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.6 MILE NORTHWEST OF THE
 RK0130'BRIDGE OVER DEAD RIVER, AT THE CROSSING OF THE LAKE SUPERIOR
 RK0130'AND ISHPEMING RAILWAY, 116 FEET SOUTHEAST OF THE CENTER OF THE
 RK0130'CROSSING, 90 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 66 FEET
 RK0130'EAST OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF THE RY.
 RK0130'R/W FENCE LINE, AND SET IN THE TOP OF A PROMINENT OUTCROPPING
 RK0130'ROCK, 8 FEET SOUTH OF THE NORTH EDGE OF THE ROCK, 10 FEET EAST
 RK0130'OF THE WEST EDGE OF THE ROCK AND ABOUT 1 1/2 FEET ABOVE THE
 RK0130'ROAD.
 RK0130
 RK0130                          STATION RECOVERY (1979)
 RK0130
 RK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (1985)
 RK0130
 RK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (2001)
 RK0130
 RK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0130
 RK0130                          STATION RECOVERY (2005)
 RK0130
 RK0130'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (2006)
 RK0130
 RK0130'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (2008)
 RK0130
 RK0130'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (2011)
 RK0130
 RK0130'RECOVERY NOTE BY STS CONSULTANTS 2011 (CLC)
 RK0130'WITNESSES
 RK0130'CARSONITE MARKER N18W 9.8'
 RK0130'FENCE CORNER S50E 29.4'
 RK0130'NAD83/CORS96 46-34-28.64930N 87-25-17.42172W
 RK0130
 RK0130                          STATION RECOVERY (2021)
 RK0130
 RK0130'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RK0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0385 ***********************************************************************
 NF0385  DESIGNATION -  D 166
 NF0385  PID         -  NF0385
 NF0385  STATE/COUNTY-  MI/IONIA
 NF0385  COUNTRY     -  US
 NF0385  USGS QUAD   -  LAKE ODESSA (2017)
 NF0385
 NF0385                         *CURRENT SURVEY CONTROL
 NF0385  ______________________________________________________________________
 NF0385* NAD 83(2011) POSITION- 42 46 11.24076(N) 085 12 44.59710(W)   ADJUSTED
 NF0385* NAD 83(2011) ELLIP HT-   227.236 (meters)        (06/27/12)   ADJUSTED
 NF0385* NAD 83(2011) EPOCH   -  2010.00
 NF0385* NAVD 88 ORTHO HEIGHT -   261.071 (meters)      856.53  (feet) ADJUSTED
 NF0385  ______________________________________________________________________
 NF0385  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 NF0385  NAD 83(2011) X  -    391,398.874 (meters)                     COMP
 NF0385  NAD 83(2011) Y  - -4,673,162.004 (meters)                     COMP
 NF0385  NAD 83(2011) Z  -  4,308,917.259 (meters)                     COMP
 NF0385  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 NF0385  DYNAMIC HEIGHT  -        260.993 (meters)      856.27  (feet) COMP
 NF0385  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 NF0385
 NF0385  VERT ORDER      -  SECOND    CLASS 0
 NF0385
 NF0385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0385  Standards:
 NF0385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0385  -------------------------------------------------------------------
 NF0385  NETWORK    0.43   1.04           0.20   0.14   0.53     -0.02811469
 NF0385  -------------------------------------------------------------------
 NF0385  Click here for local accuracies and other accuracy information.
 NF0385
 NF0385.The horizontal coordinates were established by GPS observations
 NF0385.and adjusted by the National Geodetic Survey in June 2012.
 NF0385
 NF0385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0385.been affixed to the stable North American tectonic plate. See 
 NF0385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0385
 NF0385.The horizontal coordinates are valid at the epoch date displayed above
 NF0385.which is a decimal equivalence of Year/Month/Day.
 NF0385
 NF0385.The orthometric height was determined by differential leveling and
 NF0385.adjusted by the NATIONAL GEODETIC SURVEY
 NF0385.in June 1991.
 NF0385
 NF0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0385.GEOID18 height accuracy estimate available here.
 NF0385
 NF0385.Click photographs - Photos may exist for this station.
 NF0385
 NF0385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0385
 NF0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0385
 NF0385.The ellipsoidal height was determined by GPS observations
 NF0385.and is referenced to NAD 83.
 NF0385
 NF0385.The dynamic height is computed by dividing the NAVD 88
 NF0385.geopotential number by the normal gravity value computed on the
 NF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0385.degrees latitude (g = 980.6199 gals.).
 NF0385
 NF0385.The modeled gravity was interpolated from observed gravity values.
 NF0385
 NF0385. The following values were computed from the NAD 83(2011) position.
 NF0385
 NF0385;                    North         East     Units Scale Factor Converg.
 NF0385;SPC MI S     -   141,392.293 3,930,789.634   MT  0.99990889   -0 34 31.9
 NF0385;SPC MI S     -   463,885.48 12,896,291.45   iFT  0.99990889   -0 34 31.9
 NF0385;UTM  16      - 4,736,800.294   646,249.970   MT  0.99986315   +1 12 50.8
 NF0385
 NF0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0385!SPC MI S     -   0.99996436  x   0.99990889  =   0.99987326
 NF0385!UTM  16      -   0.99996436  x   0.99986315  =   0.99982752
 NF0385
 NF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4624936800(NAD 83)
 NF0385
 NF0385                          SUPERSEDED SURVEY CONTROL
 NF0385
 NF0385  NAD 83(2007)-  42 46 11.24094(N)    085 12 44.59782(W) AD(2002.00) 1
 NF0385  ELLIP H (09/24/08)  227.243  (m)                       GP(2002.00) 3 1
 NF0385  NAD 83(2007)-  42 46 11.23933(N)    085 12 44.59735(W) AD(2002.00) 0
 NF0385  ELLIP H (02/10/07)  227.253  (m)                       GP(2002.00)    
 NF0385  ELLIP H (07/17/02)  227.272  (m)                       GP(       ) 4 1
 NF0385  NAD 83(1994)-  42 46 11.23969(N)    085 12 44.59818(W) AD(       ) 2
 NF0385  ELLIP H (02/03/97)  227.288  (m)                       GP(       ) 4 1
 NF0385  NAD 83(1986)-  42 46 11.23868(N)    085 12 44.61314(W) AD(       ) 2
 NF0385  NAVD 88             261.07   (m)          856.5    (f) LEVELING    3  
 NF0385  NGVD 29 (??/??/92)  261.191  (m)          856.92   (f) ADJ UNCH    2 0
 NF0385
 NF0385.Superseded values are not recommended for survey control.
 NF0385
 NF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0385.See file dsdata.pdf to determine how the superseded data were derived.
 NF0385
 NF0385_MARKER: DB = BENCH MARK DISK
 NF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0385_STAMPING: D 166 1948
 NF0385_MARK LOGO: CGS
 NF0385_PROJECTION: FLUSH
 NF0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0385+STABILITY: SURFACE MOTION
 NF0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0385+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2020
 NF0385
 NF0385  HISTORY     - Date     Condition        Report By
 NF0385  HISTORY     - 1948     MONUMENTED       CGS
 NF0385  HISTORY     - 19910820 GOOD             MIDT
 NF0385  HISTORY     - 20070622 GOOD             GEOCAC
 NF0385  HISTORY     - 20070628 GOOD             MIDT
 NF0385  HISTORY     - 20200817 GOOD             MIDT
 NF0385
 NF0385                          STATION DESCRIPTION
 NF0385
 NF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0385'5.4 MI SE FROM CLARKSVILLE.
 NF0385'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 NF0385'FROM THE STATION AT CLARKSVILLE, THENCE ABOUT 2.6 MILES SOUTH
 NF0385'ALONG ELM ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIM ROAD,
 NF0385'AT THE IONIA-BARRY COUNTY LINE CROSSROAD, 48 FEET NORTH-NORTHEAST
 NF0385'OF THE CENTER OF THE INTERSECTION, 23 FEET EAST OF THE CENTER
 NF0385'LINE OF THE ROAD NORTH, 18 FEET NORTH OF A FENCE CORNER, 1 FOOT
 NF0385'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 NF0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0385
 NF0385                          STATION RECOVERY (1991)
 NF0385
 NF0385'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0385'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF0385'SECTION 36, T-5-N, R-8-W, ODESSA TOWNSHIP, AND ON THE LAKE ODESSA
 NF0385'QUADRANGLE MAP.  IT IS ABOUT 5-1/2 MILES WEST FROM FREEPORT, 5-1/2
 NF0385'MILES SOUTHEAST FROM CLARKSVILLE, 4-1/4 MILES SOUTHEASTERLY FROM LAKE
 NF0385'ODESSA AND ON THE PROPERTY OF LEO VROMAN, OF 6468 WEST VEDDER ROAD,
 NF0385'LAKE ODESSA, MICH. 48849, PHONE 616-374-7421
 NF0385'
 NF0385'TO REACH FROM THE INTERSECTION OF STATE HI6GHWAY M-66, STATE HIGHWAY
 NF0385'M-43 AND STATE HIGHWAY M-50, ABOUT 4 MILES (6.4 KM) SOUTHEAST OF LAKE
 NF0385'ODESSA, GO WEST ON M-50 FOR 1.75 MI (2.82 KM) TO A CURVE RIGHT AND
 NF0385'BROWN ROAD ON LEFT. TURN LEFT AND CONTINUE WEST ON BROWN ROAD 5.25 MI
 NF0385'(8.45 KM) TO CROSSROAD, TISCHNER ROAD.  TURN RIGHT AND GO NORTH ON
 NF0385'TISCHNER ROAD FOR 1.0 MI (1.6 KM) TO --T-- INTERSECTION, VEDDER ROAD
 NF0385'AND STATION STRAIGHT AHEAD ON THE NORTH SIDE OF THE INTERSECTION.
 NF0385'
 NF0385'STATION IS 45.0 FT (13.7 M) NORTH FROM THE CENTERLINE OF VEDDER ROAD,
 NF0385'23.0 FT (7.0 M) EAST FROM THE CENTERLINE 0F A FARM DRIVE, 4.0 FT
 NF0385'(1.2 M) EAST FROM THE EXTENDED CENTERLINE OF TISCHNER ROAD AND 1.0 FT
 NF0385'(0.3 M) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 NF0385
 NF0385                          STATION RECOVERY (2007)
 NF0385
 NF0385'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0385'RECOVERED IN GOOD CONDITION.
 NF0385
 NF0385                          STATION RECOVERY (2007)
 NF0385
 NF0385'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0385'RECOVERED AS DESCRIBED.
 NF0385
 NF0385                          STATION RECOVERY (2020)
 NF0385
 NF0385'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0397 ***********************************************************************
 NF0397  DESIGNATION -  D 167
 NF0397  PID         -  NF0397
 NF0397  STATE/COUNTY-  MI/KENT
 NF0397  COUNTRY     -  US
 NF0397  USGS QUAD   -  ALTO (2017)
 NF0397
 NF0397                         *CURRENT SURVEY CONTROL
 NF0397  ______________________________________________________________________
 NF0397* NAD 83(1986) POSITION- 42 50 29.     (N) 085 27 31.     (W)   SCALED
 NF0397* NAVD 88 ORTHO HEIGHT -   244.387 (meters)      801.79  (feet) ADJUSTED
 NF0397  ______________________________________________________________________
 NF0397  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 NF0397  DYNAMIC HEIGHT  -        244.319 (meters)      801.57  (feet) COMP
 NF0397  MODELED GRAVITY -    980,338.7   (mgal)                       NAVD 88
 NF0397
 NF0397  VERT ORDER      -  SECOND    CLASS 0
 NF0397
 NF0397.The horizontal coordinates were scaled from a map and have
 NF0397.an estimated accuracy of +/- 6 seconds.
 NF0397
 NF0397.The orthometric height was determined by differential leveling and
 NF0397.adjusted by the NATIONAL GEODETIC SURVEY
 NF0397.in June 1991.
 NF0397
 NF0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0397.GEOID18 height accuracy estimate available here.
 NF0397
 NF0397.Click photographs - Photos may exist for this station.
 NF0397
 NF0397.The dynamic height is computed by dividing the NAVD 88
 NF0397.geopotential number by the normal gravity value computed on the
 NF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0397.degrees latitude (g = 980.6199 gals.).
 NF0397
 NF0397.The modeled gravity was interpolated from observed gravity values.
 NF0397
 NF0397;                    North         East    Units  Estimated Accuracy
 NF0397;SPC MI S     -   149,580.    3,910,740.      MT  (+/- 180 meters Scaled)
 NF0397
 NF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259443(NAD 83)
 NF0397
 NF0397                          SUPERSEDED SURVEY CONTROL
 NF0397
 NF0397  NGVD 29 (??/??/92)  244.51   (m)          802.2    (f) COMPUTED    2 0
 NF0397
 NF0397.Superseded values are not recommended for survey control.
 NF0397
 NF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0397.See file dsdata.pdf to determine how the superseded data were derived.
 NF0397
 NF0397_MARKER: DB = BENCH MARK DISK
 NF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0397_STAMPING: D 167 1948
 NF0397_MARK LOGO: CGS
 NF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0397+STABILITY: SURFACE MOTION
 NF0397
 NF0397  HISTORY     - Date     Condition        Report By
 NF0397  HISTORY     - 1948     MONUMENTED       CGS
 NF0397  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0397  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0397  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0397  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0397
 NF0397                          STATION DESCRIPTION
 NF0397
 NF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0397'2.9 MI SW FROM MC CORDS.
 NF0397'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0397'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 2.1 MILES
 NF0397'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 68TH
 NF0397'STREET, 55 FEET NORTHWEST OF THE INTERSECTION, 95 FEET
 NF0397'NORTH-NORTHEAST AND ACROSS EAST-WEST ROAD FROM THE NORTHWEST
 NF0397'CORNER OF DONOVANS SERVICE STATION, 32 FEET EAST-NORTHEAST OF AN
 NF0397'18-INCH HICKORY TREE, 13 1/2 FEET SOUTH OF A TELEPHONE POLE,
 NF0397'5 FEET EAST OF A POWER POLE, 11 FEET WEST OF A STREET SIGN POST,
 NF0397'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 NF0397'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0397'3 INCHES.  MARK IS ABOUT 1.25 MILES EAST ALONG 68TH STREET SE
 NF0397'FROM THE BAPTIST CHURH AT ALASKA, KENT COUNTY.
 NF0397
 NF0397                          STATION RECOVERY (1975)
 NF0397
 NF0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (1989)
 NF0397
 NF0397'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (1999)
 NF0397
 NF0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (2001)
 NF0397
 NF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0398 ***********************************************************************
 NF0398  DESIGNATION -  D 167 RESET
 NF0398  PID         -  NF0398
 NF0398  STATE/COUNTY-  MI/KENT
 NF0398  COUNTRY     -  US
 NF0398  USGS QUAD   -  ALTO (2017)
 NF0398
 NF0398                         *CURRENT SURVEY CONTROL
 NF0398  ______________________________________________________________________
 NF0398* NAD 83(1986) POSITION- 42 50 29.     (N) 085 27 31.     (W)   SCALED
 NF0398* NAVD 88 ORTHO HEIGHT -   243.94  (+/-2cm)      800.3   (feet) VERTCON3
 NF0398  ______________________________________________________________________
 NF0398  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 NF0398  VERT ORDER      -  THIRD (See Below)
 NF0398
 NF0398.The horizontal coordinates were scaled from a map and have
 NF0398.an estimated accuracy of +/- 6 seconds.
 NF0398
 NF0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0398
 NF0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0398.GEOID18 height accuracy estimate available here.
 NF0398
 NF0398.The vertical order pertains to the NGVD 29 superseded value.
 NF0398
 NF0398.Click photographs - Photos may exist for this station.
 NF0398
 NF0398;                    North         East    Units  Estimated Accuracy
 NF0398;SPC MI S     -   149,580.    3,910,740.      MT  (+/- 180 meters Scaled)
 NF0398
 NF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259443(NAD 83)
 NF0398
 NF0398                          SUPERSEDED SURVEY CONTROL
 NF0398
 NF0398  NGVD 29 (??/??/??)  244.06   (m)          800.7    (f) RESET       3  
 NF0398
 NF0398.Superseded values are not recommended for survey control.
 NF0398
 NF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0398.See file dsdata.pdf to determine how the superseded data were derived.
 NF0398
 NF0398_MARKER: DB = BENCH MARK DISK
 NF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0398_STAMPING: D 167 RESET 1962
 NF0398_MARK LOGO: CGS
 NF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0398+STABILITY: SURFACE MOTION
 NF0398
 NF0398  HISTORY     - Date     Condition        Report By
 NF0398  HISTORY     - 1962     MONUMENTED       MI-081
 NF0398  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0398
 NF0398                          STATION DESCRIPTION
 NF0398
 NF0398'DESCRIBED BY KENT COUNTY MICHIGAN 1962
 NF0398'2.9 MI SW FROM MC CORDS.
 NF0398'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0398'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 2.1 MILES
 NF0398'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 68TH
 NF0398'STREET, 55 FEET NORTHWEST OF THE INTERSECTION, 136 FEET
 NF0398'NORTH-NORTHEAST OF GABBY MARATHON SERVICE STATION, 20 FEET
 NF0398'NORTH OF A POWER POLE, 8.5 FEET WEST-NORTHWEST OF A TELEPHONE
 NF0398'POLE, 29 FEET NORTHWEST OF A STREET SIGN POST, 62 FEET
 NF0398'SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY POST, AND SET IN
 NF0398'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, LEVEL WITH
 NF0398'CENTERLINE OF ROAD.  MARK IS ABOUT 1.25 MILES EAST ALONG 68TH
 NF0398'STREET S.E. FROM THE BAPTIST CHURCH AT ALASKA, KENT COUNTY.
 NF0398
 NF0398                          STATION RECOVERY (1985)
 NF0398
 NF0398'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0825 ***********************************************************************
 NF0825  DESIGNATION -  D 168
 NF0825  PID         -  NF0825
 NF0825  STATE/COUNTY-  MI/KENT
 NF0825  COUNTRY     -  US
 NF0825  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0825
 NF0825                         *CURRENT SURVEY CONTROL
 NF0825  ______________________________________________________________________
 NF0825* NAD 83(1986) POSITION- 42 54 13.     (N) 085 39 39.     (W)   SCALED
 NF0825* NAVD 88 ORTHO HEIGHT -   209.645 (meters)      687.81  (feet) ADJUSTED
 NF0825  ______________________________________________________________________
 NF0825  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 NF0825  DYNAMIC HEIGHT  -        209.590 (meters)      687.63  (feet) COMP
 NF0825  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 NF0825
 NF0825  VERT ORDER      -  SECOND    CLASS 0
 NF0825
 NF0825.The horizontal coordinates were scaled from a map and have
 NF0825.an estimated accuracy of +/- 6 seconds.
 NF0825
 NF0825.The orthometric height was determined by differential leveling and
 NF0825.adjusted by the NATIONAL GEODETIC SURVEY
 NF0825.in June 1991.
 NF0825
 NF0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0825.GEOID18 height accuracy estimate available here.
 NF0825
 NF0825.Click photographs - Photos may exist for this station.
 NF0825
 NF0825.The dynamic height is computed by dividing the NAVD 88
 NF0825.geopotential number by the normal gravity value computed on the
 NF0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0825.degrees latitude (g = 980.6199 gals.).
 NF0825
 NF0825.The modeled gravity was interpolated from observed gravity values.
 NF0825
 NF0825;                    North         East    Units  Estimated Accuracy
 NF0825;SPC MI S     -   156,720.    3,894,320.      MT  (+/- 180 meters Scaled)
 NF0825
 NF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN093509(NAD 83)
 NF0825
 NF0825                          SUPERSEDED SURVEY CONTROL
 NF0825
 NF0825  NGVD 29 (??/??/92)  209.767  (m)          688.21   (f) ADJ UNCH    2 0
 NF0825
 NF0825.Superseded values are not recommended for survey control.
 NF0825
 NF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0825.See file dsdata.pdf to determine how the superseded data were derived.
 NF0825
 NF0825_MARKER: DB = BENCH MARK DISK
 NF0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0825_SP_SET: FOUNDATION
 NF0825_STAMPING: D 168 1948
 NF0825_MARK LOGO: CGS
 NF0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0825
 NF0825  HISTORY     - Date     Condition        Report By
 NF0825  HISTORY     - 1948     MONUMENTED       CGS
 NF0825  HISTORY     - 1985     GOOD             USPSQD
 NF0825  HISTORY     - 1987     GOOD             USPSQD
 NF0825  HISTORY     - 19970315 GOOD             USPSQD
 NF0825  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0825  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 NF0825
 NF0825                          STATION DESCRIPTION
 NF0825
 NF0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0825'4 MI SSE FROM GRAND RAPIDS.
 NF0825'ABOUT 4.0 MILES SOUTH-SOUTHEAST OF GRAND RAPIDS, AT THE KENT
 NF0825'COUNTY AIRPORT, ALONG WEST SIDE OF FIELD, NEAR THE NROTHWEST
 NF0825'CORNER, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION
 NF0825'OF THE HANGAR OCCUPIED BY THE CAMFIELD AVIATION COMPANY, 19 1/2
 NF0825'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND ABOUT
 NF0825'1 FOOT ABOVE THE GROUND.
 NF0825
 NF0825                          STATION RECOVERY (1985)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0825'AIRPORT IS NOW ABANDONED. BUILDING IS NOW OCCUPIED BY COFFMAN
 NF0825'ELECTRICAL EQUIPMENT CO.
 NF0825
 NF0825                          STATION RECOVERY (1987)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDK)
 NF0825'RECOVERED IN GOOD CONDITION.
 NF0825
 NF0825                          STATION RECOVERY (1997)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0825'RECOVERED IN GOOD CONDITION.
 NF0825
 NF0825                          STATION RECOVERY (1999)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0825'MARK NOT FOUND.
 NF0825
 NF0825                          STATION RECOVERY (2006)
 NF0825
 NF0825'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0825'BUILDING WHERE MARK SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0452 ***********************************************************************
 NF0452  DESIGNATION -  D 169
 NF0452  PID         -  NF0452
 NF0452  STATE/COUNTY-  MI/BARRY
 NF0452  COUNTRY     -  US
 NF0452  USGS QUAD   -  HASTINGS (2017)
 NF0452
 NF0452                         *CURRENT SURVEY CONTROL
 NF0452  ______________________________________________________________________
 NF0452* NAD 83(1986) POSITION- 42 40 02.     (N) 085 21 12.     (W)   SCALED
 NF0452* NAVD 88 ORTHO HEIGHT -   243.171 (meters)      797.80  (feet) ADJUSTED
 NF0452  ______________________________________________________________________
 NF0452  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 NF0452  DYNAMIC HEIGHT  -        243.098 (meters)      797.56  (feet) COMP
 NF0452  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 NF0452
 NF0452  VERT ORDER      -  SECOND    CLASS I
 NF0452
 NF0452.This mark is at Hastings Airport (9D9)
 NF0452
 NF0452.The horizontal coordinates were scaled from a map and have
 NF0452.an estimated accuracy of +/- 6 seconds.
 NF0452
 NF0452.The orthometric height was determined by differential leveling and
 NF0452.adjusted by the NATIONAL GEODETIC SURVEY
 NF0452.in August 2013.
 NF0452
 NF0452.No vertical observational check was made to the station.
 NF0452
 NF0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0452.GEOID18 height accuracy estimate available here.
 NF0452
 NF0452.Click photographs - Photos may exist for this station.
 NF0452
 NF0452.The dynamic height is computed by dividing the NAVD 88
 NF0452.geopotential number by the normal gravity value computed on the
 NF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0452.degrees latitude (g = 980.6199 gals.).
 NF0452
 NF0452.The modeled gravity was interpolated from observed gravity values.
 NF0452
 NF0452;                    North         East    Units  Estimated Accuracy
 NF0452;SPC MI S     -   130,130.    3,919,120.      MT  (+/- 180 meters Scaled)
 NF0452
 NF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN349251(NAD 83)
 NF0452
 NF0452                          SUPERSEDED SURVEY CONTROL
 NF0452
 NF0452  NAVD 88 (06/15/91)  243.203  (m)          797.91   (f) SUPERSEDED  2 0
 NF0452  NGVD 29 (??/??/92)  243.326  (m)          798.31   (f) ADJ UNCH    2 0
 NF0452
 NF0452.Superseded values are not recommended for survey control.
 NF0452
 NF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0452.See file dsdata.pdf to determine how the superseded data were derived.
 NF0452
 NF0452_MARKER: DB = BENCH MARK DISK
 NF0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0452_STAMPING: D 169 1948
 NF0452_MARK LOGO: CGS
 NF0452_PROJECTION: PROJECTING 7 CENTIMETERS
 NF0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0452+STABILITY: SURFACE MOTION
 NF0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0452+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 NF0452
 NF0452  HISTORY     - Date     Condition        Report By
 NF0452  HISTORY     - 1948     MONUMENTED       CGS
 NF0452  HISTORY     - 1985     GOOD             USPSQD
 NF0452  HISTORY     - 1987     GOOD             USPSQD
 NF0452  HISTORY     - 19940312 GOOD             MI-015
 NF0452  HISTORY     - 19970311 GOOD             USPSQD
 NF0452  HISTORY     - 20050409 GOOD             USPSQD
 NF0452  HISTORY     - 20050701 GOOD             NGS
 NF0452
 NF0452                          STATION DESCRIPTION
 NF0452
 NF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0452'4.6 MI NW FROM HASTINGS.
 NF0452'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0452'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 37,
 NF0452'THENCE 0.7 MILE NORTH ALONG A GRAVEL ROAD, AT THE NORTHWEST CORNER
 NF0452'OF THE HASTINGS AIRPORT AND AT THE T JUNCTION OF AN EAST-WEST
 NF0452'ROAD, 82 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 27 FEET
 NF0452'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 79 FEET SOUTH OF THE
 NF0452'CENTER LINE OF THE EAST-WEST ROAD, 6 1/2 FEET SOUTH OF BEING
 NF0452'DIRECTLY BENEATH AN EAST-WEST POWER LINE, 1 1/2 FEET SOUTH OF A
 NF0452'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 NF0452'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0452
 NF0452                          STATION RECOVERY (1985)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (1987)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (1994)
 NF0452
 NF0452'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0452'THE T-JUNCTION OF ROADS MENTIONED IN OLD DESCRIPTION HAS BEEN REROUTED
 NF0452'TO SWING WIDE ARC EAST AND SOUTH.  THE POWER LINE AND WOOD WITNESS
 NF0452'POST ARE BOTH GONE.  THE MARK IS A TOP OF SLOPE 6.0 FT (1.8 M) OR MORE
 NF0452'ABOVE ROAD EAST.  NO OTHER REFERENCES NEAR.  CARSONITE WITNESS POST
 NF0452'INSTALLED BY STATION.
 NF0452'LOCATED IN THE NORTHEAST 1/4 OF SECTION 10, RUTLAND TOWNSHIP.
 NF0452
 NF0452                          STATION RECOVERY (1997)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (2005)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0452'MARK IS ON AIRPORT PROPERTY NEAR THE EXTENDED NORTH-SOUTH JUNCTION OF
 NF0452'THE ROAD COMING FROM THE SOUTH (N AIRPORT ROAD) AND THE EXTENDED
 NF0452'EAST-WEST EXTENSION OF THE ROAD COMING FROM THE WEST (SOLOMON).
 NF0452
 NF0452                          STATION RECOVERY (2005)
 NF0452
 NF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF0452'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0333 ***********************************************************************
 OK0333  DESIGNATION -  D 17
 OK0333  PID         -  OK0333
 OK0333  STATE/COUNTY-  MI/MONTCALM
 OK0333  COUNTRY     -  US
 OK0333  USGS QUAD   -  SHERIDAN (2017)
 OK0333
 OK0333                         *CURRENT SURVEY CONTROL
 OK0333  ______________________________________________________________________
 OK0333* NAD 83(1986) POSITION- 43 10 41.     (N) 085 04 43.     (W)   SCALED
 OK0333* NAVD 88 ORTHO HEIGHT -   261.430 (meters)      857.71  (feet) ADJUSTED
 OK0333  ______________________________________________________________________
 OK0333  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 OK0333  DYNAMIC HEIGHT  -        261.375 (meters)      857.53  (feet) COMP
 OK0333  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 OK0333
 OK0333  VERT ORDER      -  FIRST     CLASS II
 OK0333
 OK0333.The horizontal coordinates were scaled from a map and have
 OK0333.an estimated accuracy of +/- 6 seconds.
 OK0333
 OK0333.The orthometric height was determined by differential leveling and
 OK0333.adjusted by the NATIONAL GEODETIC SURVEY
 OK0333.in June 1991.
 OK0333
 OK0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0333.GEOID18 height accuracy estimate available here.
 OK0333
 OK0333.Click photographs - Photos may exist for this station.
 OK0333
 OK0333.The dynamic height is computed by dividing the NAVD 88
 OK0333.geopotential number by the normal gravity value computed on the
 OK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0333.degrees latitude (g = 980.6199 gals.).
 OK0333
 OK0333.The modeled gravity was interpolated from observed gravity values.
 OK0333
 OK0333;                    North         East    Units  Estimated Accuracy
 OK0333;SPC MI S     -   186,640.    3,942,120.      MT  (+/- 180 meters Scaled)
 OK0333
 OK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN561823(NAD 83)
 OK0333
 OK0333                          SUPERSEDED SURVEY CONTROL
 OK0333
 OK0333  NGVD 29 (??/??/92)  261.564  (m)          858.15   (f) ADJ UNCH    1 2
 OK0333
 OK0333.Superseded values are not recommended for survey control.
 OK0333
 OK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0333.See file dsdata.pdf to determine how the superseded data were derived.
 OK0333
 OK0333_MARKER: DB = BENCH MARK DISK
 OK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0333_STAMPING: ELEV 858.148 FT D 17 1916
 OK0333_MARK LOGO: CGS
 OK0333_PROJECTION: FLUSH
 OK0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0333+STABILITY: SURFACE MOTION
 OK0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0333+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 OK0333
 OK0333  HISTORY     - Date     Condition        Report By
 OK0333  HISTORY     - 1916     MONUMENTED       CGS
 OK0333  HISTORY     - 1934     GOOD             CGS
 OK0333  HISTORY     - 1969     POOR             USGS
 OK0333  HISTORY     - 19921112 POOR             NGS
 OK0333  HISTORY     - 19940622 POOR             USPSQD
 OK0333  HISTORY     - 20011205 POOR             NGS
 OK0333  HISTORY     - 20070921 POOR             GEOCAC
 OK0333
 OK0333                          STATION DESCRIPTION
 OK0333
 OK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0333'2.3 MI S FROM SHERIDAN.
 OK0333'2.3 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0333'RAILWAY FROM THE WASHINGTON STREET CROSSING IN SHERIDAN, 2.0
 OK0333'MILES NORTH OF FENWICK, AT A DIRT-ROAD CROSSING NEAR A RANCH
 OK0333'HOUSE, 80 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 34 FEET
 OK0333'WEST OF FORMER LOCATION OF THE TRACK, AND AT THE WEST
 OK0333'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED ELEV. 898.148 FT
 OK0333'D 17 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0333'15 INCHES ABOVE GROUND.  NOTE-- THE CONCRETE POST HAD BEEN
 OK0333'DAMAGED.
 OK0333
 OK0333                          STATION RECOVERY (1969)
 OK0333
 OK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0333'MARK RECOVERED IN POOR CONDITION.
 OK0333
 OK0333                          STATION RECOVERY (1992)
 OK0333
 OK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0333'THE MARK WILL BE DESTROYED AFTER LEVELING THIS SURVEY.  BENCH MARK Q
 OK0333'343 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 OK0333'THEREOF.
 OK0333
 OK0333                          STATION RECOVERY (1994)
 OK0333
 OK0333'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0333'MARK RECOVERED IN POOR CONDITION.
 OK0333
 OK0333                          STATION RECOVERY (2001)
 OK0333
 OK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0333
 OK0333                          STATION RECOVERY (2007)
 OK0333
 OK0333'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0333'CONCRETE POST CRACKED, DISK STABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1155 ***********************************************************************
 NE1155  DESIGNATION -  D 17
 NE1155  PID         -  NE1155
 NE1155  STATE/COUNTY-  MI/ST CLAIR
 NE1155  COUNTRY     -  US
 NE1155  USGS QUAD   -  MARINE CITY (2017)
 NE1155
 NE1155                         *CURRENT SURVEY CONTROL
 NE1155  ______________________________________________________________________
 NE1155* NAD 83(1994) POSITION- 42 41 53.88828(N) 082 34 36.56145(W)   ADJUSTED
 NE1155* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 NE1155  ______________________________________________________________________
 NE1155  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 NE1155  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 NE1155  HORZ ORDER      -  SECOND
 NE1155
 NE1155.The horizontal coordinates were established by classical geodetic methods
 NE1155.and adjusted by the National Geodetic Survey in February 1997.
 NE1155
 NE1155.The orthometric height was scaled from a topographic map.
 NE1155
 NE1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1155.GEOID18 height accuracy estimate available here.
 NE1155
 NE1155.Click photographs - Photos may exist for this station.
 NE1155
 NE1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1155
 NE1155. The following values were computed from the NAD 83(1994) position.
 NE1155
 NE1155;                    North         East     Units Scale Factor Converg.
 NE1155;SPC MI S     -   134,662.787 4,146,633.708   MT  0.99991216   +1 13 04.9
 NE1155;SPC MI S     -   441,807.04 13,604,441.30   iFT  0.99991216   +1 13 04.9
 NE1155;UTM  17      - 4,728,518.003   370,847.422   MT  0.99980522   -1 04 10.0
 NE1155
 NE1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1155!SPC MI S     -   0.99997665  x   0.99991216  =   0.99988881
 NE1155!UTM  17      -   0.99997665  x   0.99980522  =   0.99978187
 NE1155
 NE1155:                Primary Azimuth Mark                     Grid Az
 NE1155:SPC MI S     -  D 17 AZ MK                               225 26 07.8
 NE1155:UTM  17      -  D 17 AZ MK                               227 43 22.7
 NE1155
 NE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7084728518(NAD 83)
 NE1155
 NE1155|---------------------------------------------------------------------|
 NE1155| PID    Reference Object                     Distance      Geod. Az  |
 NE1155|                                                           dddmmss.s |
 NE1155| NE1156 MARINE CITY RADIO WDOG N MAST       APPROX. 5.7 KM 0534932.8 |
 NE1155| NE1157 MARINE CITY RADIO WDOG S MAST       APPROX. 5.7 KM 0541258.5 |
 NE1155| NE1158 TTR 17                               31.933 METERS 08230     |
 NE1155| CH0936 D 17 RM 1                            26.408 METERS 19004     |
 NE1155| CH0935 D 17 AZ MK                                         2263912.7 |
 NE1155| NE1160 FAIR HAVEN IRA TWP MUN TANK         APPROX. 6.9 KM 2465121.1 |
 NE1155| NE1166 CHESTERFIELD RADIO KQ2XCV MAST      APPROX.23.6 KM 2554446.1 |
 NE1155| NE1163 NEW BALTIMORE MUNICIPAL TANK        APPROX.13.1 KM 2601550.3 |
 NE1155| CH0937 D 17 RM 2                            25.542 METERS 34448     |
 NE1155|---------------------------------------------------------------------|
 NE1155
 NE1155                          SUPERSEDED SURVEY CONTROL
 NE1155
 NE1155  NAD 83(1986)-  42 41 53.88628(N)    082 34 36.60600(W) AD(       ) 2
 NE1155  NAD 27      -  42 41 53.76924(N)    082 34 36.91424(W) AD(       ) 2
 NE1155
 NE1155.Superseded values are not recommended for survey control.
 NE1155
 NE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1155.See file dsdata.pdf to determine how the superseded data were derived.
 NE1155
 NE1155_MARKER: DS = TRIANGULATION STATION DISK
 NE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1155_STAMPING: D 17 1957
 NE1155_MARK LOGO: CGS
 NE1155_PROJECTION: FLUSH
 NE1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1155+STABILITY: SURFACE MOTION
 NE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1155+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 NE1155
 NE1155  HISTORY     - Date     Condition        Report By
 NE1155  HISTORY     - 1957     MONUMENTED       CGS
 NE1155  HISTORY     - 1980     GOOD             MIDH
 NE1155  HISTORY     - 19990424 GOOD             USPSQD
 NE1155  HISTORY     - 20011001 GOOD             MI-147
 NE1155  HISTORY     - 20071124 GOOD             INDIV
 NE1155
 NE1155                          STATION DESCRIPTION
 NE1155
 NE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1155'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 17, ABOUT 16 MILES
 NE1155'NORTHEAST OF MT.  CLEMENS, ABOUT 9 MILES EAST OF NEW BALTIMORE, ON
 NE1155'U.S. GOVERNMENT PROPERTY.  IT IS 19 FEET EAST OF A WOVEN WIRE FENCE
 NE1155'AND WHITE WITNESS POST 161 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 NE1155'WOVEN WIRE FENCE, 241 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NE1155'GENERATOR SHED AND 215 FEET NORTHWEST OF THE CENTERLINE OF A PAVED
 NE1155'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 17 1957.
 NE1155'
 NE1155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 NE1155'HIGHWAY 59 IN THE NORTH EDGE OF MT.  CLEMENS, GO NORTHEASTERLY ON
 NE1155'HIGHWAY 25 FOR 6.9 MILES TO MARINE CITY HIGHWAY (26 MILE ROAD).  TURN
 NE1155'RIGHT AND GO EAST ON MARINE CITY HIGHWAY FOR 10.45 MILES TO STARVILLE
 NE1155'ROAD.  TURN RIGHT AND GO SOUTH ON STARVILLE ROAD (GRAVELED) FOR 2.0
 NE1155'MILE TO SHORT CUT ROAD.  TURN LEFT AND GO EAST ON SHORT CUT ROAD FOR
 NE1155'0.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON SHORT
 NE1155'CUT ROAD FOR 0.2 MILE TO THE ENTRANCE GATE INTO THE NIKE SITE ON THE
 NE1155'LEFT. TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO THE
 NE1155'STATION ON THE LEFT.
 NE1155'
 NE1155'REFERENCE MARK 1 IS 0.5 FOOT EAST OF THE WOVEN WIRE FENCE AND 86 FEET
 NE1155'SOUTH OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NE1155'IS STAMPED D 17 NO 1 1957.
 NE1155'
 NE1155'REFERENCE MARK 2 IS 0.5 FOOT EAST OF THE WOVEN WIRE FENCE, 78 FEET
 NE1155'SOUTH OF THE FENCE CORNER AND 80 FEET NORTH OF THE WHITE WITNESS POST.
 NE1155'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 17 NO 2 1957.
 NE1155'
 NE1155'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 NE1155'WITNESS POST AND 41 FEET SOUTH OF THE CENTERLINE OF SHORT CUT ROAD.
 NE1155'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED D 17 1957.
 NE1155'
 NE1155'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1155
 NE1155                          STATION RECOVERY (1980)
 NE1155
 NE1155'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1155'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 NE1155'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE NOT CHECKED.  THE
 NE1155'TO REACH AND DESCRIPTION IS ADEQUATE.
 NE1155
 NE1155                          STATION RECOVERY (1999)
 NE1155
 NE1155'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1155'RECOVERED IN GOOD CONDITION.
 NE1155
 NE1155                          STATION RECOVERY (2001)
 NE1155
 NE1155'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1155'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1155'SUBMITTED - FEBRUARY 21, 2002
 NE1155
 NE1155                          STATION RECOVERY (2007)
 NE1155
 NE1155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJR)
 NE1155'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0596 ***********************************************************************
 NF0596  DESIGNATION -  D 170
 NF0596  PID         -  NF0596
 NF0596  STATE/COUNTY-  MI/ALLEGAN
 NF0596  COUNTRY     -  US
 NF0596  USGS QUAD   -  OTSEGO (2017)
 NF0596
 NF0596                         *CURRENT SURVEY CONTROL
 NF0596  ______________________________________________________________________
 NF0596* NAD 83(1986) POSITION- 42 27 58.     (N) 085 38 37.     (W)   SCALED
 NF0596* NAVD 88 ORTHO HEIGHT -   220.077 (meters)      722.04  (feet) ADJUSTED
 NF0596  ______________________________________________________________________
 NF0596  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 NF0596  DYNAMIC HEIGHT  -        220.013 (meters)      721.83  (feet) COMP
 NF0596  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 NF0596
 NF0596  VERT ORDER      -  SECOND    CLASS 0
 NF0596
 NF0596.The horizontal coordinates were scaled from a map and have
 NF0596.an estimated accuracy of +/- 6 seconds.
 NF0596
 NF0596.The orthometric height was determined by differential leveling and
 NF0596.adjusted by the NATIONAL GEODETIC SURVEY
 NF0596.in June 1991.
 NF0596
 NF0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0596.GEOID18 height accuracy estimate available here.
 NF0596
 NF0596.Click photographs - Photos may exist for this station.
 NF0596
 NF0596.The dynamic height is computed by dividing the NAVD 88
 NF0596.geopotential number by the normal gravity value computed on the
 NF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0596.degrees latitude (g = 980.6199 gals.).
 NF0596
 NF0596.The modeled gravity was interpolated from observed gravity values.
 NF0596
 NF0596;                    North         East    Units  Estimated Accuracy
 NF0596;SPC MI S     -   108,110.    3,894,990.      MT  (+/- 180 meters Scaled)
 NF0596
 NF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN115024(NAD 83)
 NF0596
 NF0596                          SUPERSEDED SURVEY CONTROL
 NF0596
 NF0596  NGVD 29 (??/??/92)  220.211  (m)          722.48   (f) ADJ UNCH    2 0
 NF0596
 NF0596.Superseded values are not recommended for survey control.
 NF0596
 NF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0596.See file dsdata.pdf to determine how the superseded data were derived.
 NF0596
 NF0596_MARKER: DB = BENCH MARK DISK
 NF0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0596_STAMPING: D 170 1948
 NF0596_MARK LOGO: CGS
 NF0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0596+STABILITY: SURFACE MOTION
 NF0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0596+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0596
 NF0596  HISTORY     - Date     Condition        Report By
 NF0596  HISTORY     - 1948     MONUMENTED       CGS
 NF0596  HISTORY     - 1989     GOOD             USPSQD
 NF0596  HISTORY     - 20051015 GOOD             USPSQD
 NF0596
 NF0596                          STATION DESCRIPTION
 NF0596
 NF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0596'1.6 MI N FROM PLAINWELL.
 NF0596'1.65 MILES NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0596'STATE HIGHWAY 89 AT PLAINWELL, AT THE OTSEGO-PLAINWELL MUNICIPAL
 NF0596'AIRPORT, 117 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 NF0596'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK
 NF0596'OFFICE BUILDING OF THE AIRPORT AND SET IN THE TOP OF A CONCRETE
 NF0596'POST PROJECTING 2 INCHES.
 NF0596
 NF0596                          STATION RECOVERY (1989)
 NF0596
 NF0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0596'RECOVERED IN GOOD CONDITION.
 NF0596
 NF0596                          STATION RECOVERY (2005)
 NF0596
 NF0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0629 ***********************************************************************
 NF0629  DESIGNATION -  D 171
 NF0629  PID         -  NF0629
 NF0629  STATE/COUNTY-  MI/VAN BUREN
 NF0629  COUNTRY     -  US
 NF0629  USGS QUAD   -  GOBLES EAST (2017)
 NF0629
 NF0629                         *CURRENT SURVEY CONTROL
 NF0629  ______________________________________________________________________
 NF0629* NAD 83(1986) POSITION- 42 22 12.     (N) 085 49 23.     (W)   SCALED
 NF0629* NAVD 88 ORTHO HEIGHT -   242.462 (meters)      795.48  (feet) ADJUSTED
 NF0629  ______________________________________________________________________
 NF0629  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 NF0629  DYNAMIC HEIGHT  -        242.393 (meters)      795.25  (feet) COMP
 NF0629  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 NF0629
 NF0629  VERT ORDER      -  SECOND    CLASS 0
 NF0629
 NF0629.The horizontal coordinates were scaled from a map and have
 NF0629.an estimated accuracy of +/- 6 seconds.
 NF0629
 NF0629.The orthometric height was determined by differential leveling and
 NF0629.adjusted by the NATIONAL GEODETIC SURVEY
 NF0629.in June 1991.
 NF0629
 NF0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0629.GEOID18 height accuracy estimate available here.
 NF0629
 NF0629.Click photographs - Photos may exist for this station.
 NF0629
 NF0629.The dynamic height is computed by dividing the NAVD 88
 NF0629.geopotential number by the normal gravity value computed on the
 NF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0629.degrees latitude (g = 980.6199 gals.).
 NF0629
 NF0629.The modeled gravity was interpolated from observed gravity values.
 NF0629
 NF0629;                    North         East    Units  Estimated Accuracy
 NF0629;SPC MI S     -    97,680.    3,880,050.      MT  (+/- 180 meters Scaled)
 NF0629
 NF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM969915(NAD 83)
 NF0629
 NF0629                          SUPERSEDED SURVEY CONTROL
 NF0629
 NF0629  NGVD 29 (??/??/92)  242.598  (m)          795.92   (f) ADJ UNCH    2 0
 NF0629
 NF0629.Superseded values are not recommended for survey control.
 NF0629
 NF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0629.See file dsdata.pdf to determine how the superseded data were derived.
 NF0629
 NF0629_MARKER: DB = BENCH MARK DISK
 NF0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0629_STAMPING: D 171 1948
 NF0629_MARK LOGO: CGS
 NF0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0629+STABILITY: SURFACE MOTION
 NF0629
 NF0629  HISTORY     - Date     Condition        Report By
 NF0629  HISTORY     - 1948     MONUMENTED       CGS
 NF0629  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0629
 NF0629                          STATION DESCRIPTION
 NF0629
 NF0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0629'0.8 MI N FROM KENDALL.
 NF0629'0.85 MILE NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0629'KENDALL, ABOUT 0.4 MILE EAST-SOUTHEAST OF A TURN IN THE ROAD WITH
 NF0629'TANGENTS EAST AND NORTH, ABOUT 0.35 MILE NORTHWEST OF THE JUNCTION
 NF0629'OF A ROAD NORTH, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE
 NF0629'OF THE ROAD, 2 FEET SOUTH-SOUTHWEST OF A FENCE LINE, 14 FEET
 NF0629'SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN
 NF0629'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0629'CONCRETE POST PROJECTING 4 INCHES.
 NF0629
 NF0629                          STATION RECOVERY (1984)
 NF0629
 NF0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0629'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0929 ***********************************************************************
 NF0929  DESIGNATION -  D 172
 NF0929  PID         -  NF0929
 NF0929  STATE/COUNTY-  MI/ALLEGAN
 NF0929  COUNTRY     -  US
 NF0929  USGS QUAD   -  BURNIPS (2017)
 NF0929
 NF0929                         *CURRENT SURVEY CONTROL
 NF0929  ______________________________________________________________________
 NF0929* NAD 83(1986) POSITION- 42 38 17.7    (N) 085 45 18.0    (W)   HD_HELD2
 NF0929* NAVD 88 ORTHO HEIGHT -   213.362 (meters)      700.01  (feet) ADJUSTED
 NF0929  ______________________________________________________________________
 NF0929  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 NF0929  DYNAMIC HEIGHT  -        213.303 (meters)      699.81  (feet) COMP
 NF0929  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 NF0929
 NF0929  VERT ORDER      -  SECOND    CLASS 0
 NF0929
 NF0929.The horizontal coordinates were established by autonomous hand held GPS
 NF0929.observations and have an estimated accuracy of +/- 10 meters.
 NF0929
 NF0929.The orthometric height was determined by differential leveling and
 NF0929.adjusted by the NATIONAL GEODETIC SURVEY
 NF0929.in June 1991.
 NF0929
 NF0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0929.GEOID18 height accuracy estimate available here.
 NF0929
 NF0929.Click photographs - Photos may exist for this station.
 NF0929
 NF0929.The dynamic height is computed by dividing the NAVD 88
 NF0929.geopotential number by the normal gravity value computed on the
 NF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0929.degrees latitude (g = 980.6199 gals.).
 NF0929
 NF0929.The modeled gravity was interpolated from observed gravity values.
 NF0929
 NF0929;                    North         East    Units  Estimated Accuracy
 NF0929;SPC MI S     -   127,372.    3,886,147.      MT  (+/- 10 meters HH2 GPS)
 NF0929
 NF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0207121395(NAD 83)
 NF0929
 NF0929                          SUPERSEDED SURVEY CONTROL
 NF0929
 NF0929  NGVD 29 (??/??/92)  213.496  (m)          700.44   (f) ADJ UNCH    2 0
 NF0929
 NF0929.Superseded values are not recommended for survey control.
 NF0929
 NF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0929.See file dsdata.pdf to determine how the superseded data were derived.
 NF0929
 NF0929_MARKER: DB = BENCH MARK DISK
 NF0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0929_SP_SET: ABUTMENT
 NF0929_STAMPING: D 172 1948
 NF0929_MARK LOGO: CGS
 NF0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0929
 NF0929  HISTORY     - Date     Condition        Report By
 NF0929  HISTORY     - 1948     MONUMENTED       CGS
 NF0929  HISTORY     - 1987     GOOD             USPSQD
 NF0929  HISTORY     - 1988     GOOD             USPSQD
 NF0929  HISTORY     - 1989     GOOD             USPSQD
 NF0929  HISTORY     - 19971011 GOOD             USPSQD
 NF0929  HISTORY     - 19990322 GOOD             USPSQD
 NF0929
 NF0929                          STATION DESCRIPTION
 NF0929
 NF0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0929'4.4 MI E FROM MONTEREY.
 NF0929'ABOUT 4.35 MILES EAST ALONG THE BLACK TOP ROAD FROM THE MAIN
 NF0929'CROSSROADS AT MONTEREY, ABOUT 0.3 MILE EAST OF A CROSSROAD AND
 NF0929'SMALL SCHOOL, AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 NF0929'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 NF0929'RAILROAD BRIDGE OVER A RIVER, 100 FEET SOUTH OF THE CENTER LINE OF
 NF0929'THE ROAD, 8 FEET EAST OF THE EAST RAIL AND ABOUT 1 FOOT BELOW THE
 NF0929'TRACK.
 NF0929
 NF0929                          STATION RECOVERY (1987)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1988)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1989)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1997)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1999)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0922 ***********************************************************************
 NF0922  DESIGNATION -  D 173
 NF0922  PID         -  NF0922
 NF0922  STATE/COUNTY-  MI/ALLEGAN
 NF0922  COUNTRY     -  US
 NF0922  USGS QUAD   -  HAMILTON EAST (2017)
 NF0922
 NF0922                         *CURRENT SURVEY CONTROL
 NF0922  ______________________________________________________________________
 NF0922* NAD 83(1986) POSITION- 42 38 16.     (N) 085 52 45.     (W)   SCALED
 NF0922* NAVD 88 ORTHO HEIGHT -   253.727 (meters)      832.44  (feet) ADJUSTED
 NF0922  ______________________________________________________________________
 NF0922  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 NF0922  DYNAMIC HEIGHT  -        253.660 (meters)      832.22  (feet) COMP
 NF0922  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 NF0922
 NF0922  VERT ORDER      -  SECOND    CLASS 0
 NF0922
 NF0922.The horizontal coordinates were scaled from a map and have
 NF0922.an estimated accuracy of +/- 6 seconds.
 NF0922
 NF0922.The orthometric height was determined by differential leveling and
 NF0922.adjusted by the NATIONAL GEODETIC SURVEY
 NF0922.in June 1991.
 NF0922
 NF0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0922.GEOID18 height accuracy estimate available here.
 NF0922
 NF0922.Click photographs - Photos may exist for this station.
 NF0922
 NF0922.The dynamic height is computed by dividing the NAVD 88
 NF0922.geopotential number by the normal gravity value computed on the
 NF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0922.degrees latitude (g = 980.6199 gals.).
 NF0922
 NF0922.The modeled gravity was interpolated from observed gravity values.
 NF0922
 NF0922;                    North         East    Units  Estimated Accuracy
 NF0922;SPC MI S     -   127,500.    3,875,960.      MT  (+/- 180 meters Scaled)
 NF0922
 NF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN918212(NAD 83)
 NF0922
 NF0922                          SUPERSEDED SURVEY CONTROL
 NF0922
 NF0922  NGVD 29 (??/??/92)  253.864  (m)          832.89   (f) ADJ UNCH    2 0
 NF0922
 NF0922.Superseded values are not recommended for survey control.
 NF0922
 NF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0922.See file dsdata.pdf to determine how the superseded data were derived.
 NF0922
 NF0922_MARKER: DB = BENCH MARK DISK
 NF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0922_STAMPING: D 173 1948
 NF0922_MARK LOGO: CGS
 NF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0922+STABILITY: SURFACE MOTION
 NF0922
 NF0922  HISTORY     - Date     Condition        Report By
 NF0922  HISTORY     - 1948     MONUMENTED       CGS
 NF0922  HISTORY     - 1987     GOOD             USPSQD
 NF0922  HISTORY     - 1989     GOOD             USPSQD
 NF0922  HISTORY     - 19971011 GOOD             USPSQD
 NF0922  HISTORY     - 20210722 MARK NOT FOUND   MIDT
 NF0922
 NF0922                          STATION DESCRIPTION
 NF0922
 NF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0922'2 MI W FROM MONTEREY.
 NF0922'ABOUT 2.05 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0922'AT MONTEREY, AT THE JUNCTION OF A ROAD NORTH AND ALONG THE EAST
 NF0922'SIDE OF THE SCHOOL YARD AT DISTRICT NO. 6 SCHOOL, 57 FEET NORTH
 NF0922'OF THE CENTER LINE OF THE EAST-WEST ROAD, 191 FEET EAST OF THE
 NF0922'CENTER LINE OF THE ROAD NORTH, 61 FEET EAST OF THE SOUTHEAST
 NF0922'CORNER OF THE SCHOOL, 5 FEET NORTHWEST OF A 6-INCH HICKORY TREE,
 NF0922'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 NF0922'EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0922'5 INCHES.
 NF0922
 NF0922                          STATION RECOVERY (1987)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0922'RECOVERED IN GOOD CONDITION.
 NF0922
 NF0922                          STATION RECOVERY (1989)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0922'RECOVERED IN GOOD CONDITION.
 NF0922
 NF0922                          STATION RECOVERY (1997)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0922'RECOVERED IN GOOD CONDITION.
 NF0922
 NF0922                          STATION RECOVERY (2021)
 NF0922
 NF0922'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF0922'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0644 ***********************************************************************
 NF0644  DESIGNATION -  D 174
 NF0644  PID         -  NF0644
 NF0644  STATE/COUNTY-  MI/ALLEGAN
 NF0644  COUNTRY     -  US
 NF0644  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0644
 NF0644                         *CURRENT SURVEY CONTROL
 NF0644  ______________________________________________________________________
 NF0644* NAD 83(1986) POSITION- 42 26 00.     (N) 085 57 15.     (W)   SCALED
 NF0644* NAVD 88 ORTHO HEIGHT -   216.011 (meters)      708.70  (feet) ADJUSTED
 NF0644  ______________________________________________________________________
 NF0644  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 NF0644  DYNAMIC HEIGHT  -        215.952 (meters)      708.50  (feet) COMP
 NF0644  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 NF0644
 NF0644  VERT ORDER      -  SECOND    CLASS 0
 NF0644
 NF0644.The horizontal coordinates were scaled from a map and have
 NF0644.an estimated accuracy of +/- 6 seconds.
 NF0644
 NF0644.The orthometric height was determined by differential leveling and
 NF0644.adjusted by the NATIONAL GEODETIC SURVEY
 NF0644.in June 1991.
 NF0644
 NF0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0644.GEOID18 height accuracy estimate available here.
 NF0644
 NF0644.Click photographs - Photos may exist for this station.
 NF0644
 NF0644.The dynamic height is computed by dividing the NAVD 88
 NF0644.geopotential number by the normal gravity value computed on the
 NF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0644.degrees latitude (g = 980.6199 gals.).
 NF0644
 NF0644.The modeled gravity was interpolated from observed gravity values.
 NF0644
 NF0644;                    North         East    Units  Estimated Accuracy
 NF0644;SPC MI S     -   104,900.    3,869,390.      MT  (+/- 180 meters Scaled)
 NF0644
 NF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM860984(NAD 83)
 NF0644
 NF0644                          SUPERSEDED SURVEY CONTROL
 NF0644
 NF0644  NGVD 29 (??/??/92)  216.148  (m)          709.15   (f) ADJ UNCH    2 0
 NF0644
 NF0644.Superseded values are not recommended for survey control.
 NF0644
 NF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0644.See file dsdata.pdf to determine how the superseded data were derived.
 NF0644
 NF0644_MARKER: DB = BENCH MARK DISK
 NF0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0644_STAMPING: D 174 1948
 NF0644_MARK LOGO: CGS
 NF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0644+STABILITY: SURFACE MOTION
 NF0644
 NF0644  HISTORY     - Date     Condition        Report By
 NF0644  HISTORY     - 1948     MONUMENTED       CGS
 NF0644  HISTORY     - 1983     GOOD             USPSQD
 NF0644  HISTORY     - 1984     GOOD             NGS
 NF0644  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0644  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0644  HISTORY     - 20230329 MARK NOT FOUND   MIDT
 NF0644
 NF0644                          STATION DESCRIPTION
 NF0644
 NF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0644'1.7 MI SW FROM CHESHIRE.
 NF0644'1.7 MILES WEST AND SOUTH ALONG A BLACK TOP ROAD LEADING TO
 NF0644'BLOOMINGDALE FROM THE LINDSLEY SCHOOL AND A CEMETERY AT CHESHIRE,
 NF0644'ABOUT 3.7 MILES NORTH ALONG A BLACK TOP ROAD FROM THE MICHIGAN
 NF0644'CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT THE CROSSING OF
 NF0644'COUNTY ROAD 400, ABOUT 1.0 MILE NORTH OF THE ALLEGAN-VANBUREN
 NF0644'COUNTY LINE, 128 FEET WEST OF THE CENTER LINE OF THE BLACK
 NF0644'TOP ROAD, 30 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 400,
 NF0644'82 FEET WEST-SOUTHWEST THE SOUTHWEST END OF NORTHWEST HEAD WALL
 NF0644'OF AN 18-INCH PIPE CULVERT DIAGONALLY UNDER INTERSECTION,
 NF0644'48 FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A WHITE WOODEN
 NF0644'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 NF0644'OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0644
 NF0644                          STATION RECOVERY (1983)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0644'WOODEN WITNESS POST BROKEN OFF AND LYING NEARBY, MARK IS THE
 NF0644'NORTHWEST ANGLE OF THE CROSSROADS 42ND STREET AND 102 ND AVENUE (E-W)
 NF0644'102 ND AVE, A GRAVEL ROAD, HAS BEEN WIDENED TO 32 FT. MARK LIES ABOUT
 NF0644'8 FT. NORTH OF THE EDGE OF GRADED SURFACE, PROJECTS 1 INCH ABOVE
 NF0644'SURFACE.
 NF0644
 NF0644                          STATION RECOVERY (1984)
 NF0644
 NF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0644'RECOVERED IN GOOD CONDITION.
 NF0644
 NF0644                          STATION RECOVERY (1989)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0644'MARK NOT FOUND.
 NF0644
 NF0644                          STATION RECOVERY (2006)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0644'NOT FOUND LOCATED IN A SWAMPY AREA
 NF0644
 NF0644                          STATION RECOVERY (2023)
 NF0644
 NF0644'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0546 ***********************************************************************
 NF0546  DESIGNATION -  D 175
 NF0546  PID         -  NF0546
 NF0546  STATE/COUNTY-  MI/BARRY
 NF0546  COUNTRY     -  US
 NF0546  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0546
 NF0546                         *CURRENT SURVEY CONTROL
 NF0546  ______________________________________________________________________
 NF0546* NAD 83(1986) POSITION- 42 27 55.     (N) 085 31 31.     (W)   SCALED
 NF0546* NAVD 88 ORTHO HEIGHT -   288.299 (meters)      945.86  (feet) ADJUSTED
 NF0546  ______________________________________________________________________
 NF0546  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 NF0546  DYNAMIC HEIGHT  -        288.211 (meters)      945.57  (feet) COMP
 NF0546  MODELED GRAVITY -    980,310.2   (mgal)                       NAVD 88
 NF0546
 NF0546  VERT ORDER      -  SECOND    CLASS 0
 NF0546
 NF0546.The horizontal coordinates were scaled from a map and have
 NF0546.an estimated accuracy of +/- 6 seconds.
 NF0546
 NF0546.The orthometric height was determined by differential leveling and
 NF0546.adjusted by the NATIONAL GEODETIC SURVEY
 NF0546.in June 1991.
 NF0546
 NF0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0546.GEOID18 height accuracy estimate available here.
 NF0546
 NF0546.Click photographs - Photos may exist for this station.
 NF0546
 NF0546.The dynamic height is computed by dividing the NAVD 88
 NF0546.geopotential number by the normal gravity value computed on the
 NF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0546.degrees latitude (g = 980.6199 gals.).
 NF0546
 NF0546.The modeled gravity was interpolated from observed gravity values.
 NF0546
 NF0546;                    North         East    Units  Estimated Accuracy
 NF0546;SPC MI S     -   107,880.    3,904,720.      MT  (+/- 180 meters Scaled)
 NF0546
 NF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN212024(NAD 83)
 NF0546
 NF0546                          SUPERSEDED SURVEY CONTROL
 NF0546
 NF0546  NGVD 29 (??/??/92)  288.424  (m)          946.27   (f) ADJ UNCH    2 0
 NF0546
 NF0546.Superseded values are not recommended for survey control.
 NF0546
 NF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0546.See file dsdata.pdf to determine how the superseded data were derived.
 NF0546
 NF0546_MARKER: DB = BENCH MARK DISK
 NF0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0546_STAMPING: D 175 1948
 NF0546_MARK LOGO: CGS
 NF0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0546+STABILITY: SURFACE MOTION
 NF0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0546+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0546
 NF0546  HISTORY     - Date     Condition        Report By
 NF0546  HISTORY     - 1948     MONUMENTED       CGS
 NF0546  HISTORY     - 1989     GOOD             USPSQD
 NF0546  HISTORY     - 19940312 GOOD             MI-015
 NF0546  HISTORY     - 19970311 GOOD             USPSQD
 NF0546  HISTORY     - 20051015 GOOD             USPSQD
 NF0546
 NF0546                          STATION DESCRIPTION
 NF0546
 NF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0546'1 MI E FROM DOSTER.
 NF0546'0.95 MILE EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0546'CROSSROADS AT DOSTER, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A
 NF0546'ROAD SOUTH, NEAR THE TOP OF A GRADE, 35 FEET NORTH OF THE CENTER
 NF0546'LINE OF THE ROAD, 2 FEET SOUTH OF THE FENCE LINE, 22 FEET WEST
 NF0546'OF THE CENTER LINE OF A DRIVE TO SOME FARM BUILDINGS, 22 FEET
 NF0546'SOUTHWEST OF A 20-INCH LONE APPLE TREE, 2 FEET EAST OF A WHITE
 NF0546'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0546'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0546
 NF0546                          STATION RECOVERY (1989)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0546'RECOVERED IN GOOD CONDITION.
 NF0546
 NF0546                          STATION RECOVERY (1994)
 NF0546
 NF0546'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0546'THE APPLE TREE AND WOOD WITNESS POST MENTIONED IN OLD DESCRIPTION ARE
 NF0546'MISSING.  PLACED A CARSONITE WITNESS POST WAS INSTALLED 1.0 FT (0.3 M)
 NF0546'NORTHEAST OF STATION.  NOT SUITABLE FOR USE WITH GPS.  THE DRIVE TO
 NF0546'FARM BUILDINGS MENTIONED IN THE OLD DESCRIPTION IS NOW A DRIVE TO
 NF0546'HOUSE NUMBER 12104, 3-MILE ROAD AND THE ROAD FROM DOSTER (3-MILE ROAD)
 NF0546'IS NOW BITUMINOUS.
 NF0546'LOCATED IN THE SOUTHEAST 1/4 OF SECTION 18, PRAIRIEVILLE TOWNSHIP.
 NF0546
 NF0546                          STATION RECOVERY (1997)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0546'RECOVERED IN GOOD CONDITION.
 NF0546
 NF0546                          STATION RECOVERY (2005)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0839 ***********************************************************************
 NF0839  DESIGNATION -  D 176
 NF0839  PID         -  NF0839
 NF0839  STATE/COUNTY-  MI/ALLEGAN
 NF0839  COUNTRY     -  US
 NF0839  USGS QUAD   -  ORANGEVILLE (2017)
 NF0839
 NF0839                         *CURRENT SURVEY CONTROL
 NF0839  ______________________________________________________________________
 NF0839* NAD 83(1986) POSITION- 42 35 40.     (N) 085 33 38.     (W)   SCALED
 NF0839* NAVD 88 ORTHO HEIGHT -   237.743 (meters)      780.00  (feet) ADJUSTED
 NF0839  ______________________________________________________________________
 NF0839  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 NF0839  DYNAMIC HEIGHT  -        237.674 (meters)      779.77  (feet) COMP
 NF0839  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 NF0839
 NF0839  VERT ORDER      -  SECOND    CLASS 0
 NF0839
 NF0839.The horizontal coordinates were scaled from a map and have
 NF0839.an estimated accuracy of +/- 6 seconds.
 NF0839
 NF0839.The orthometric height was determined by differential leveling and
 NF0839.adjusted by the NATIONAL GEODETIC SURVEY
 NF0839.in June 1991.
 NF0839
 NF0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0839.GEOID18 height accuracy estimate available here.
 NF0839
 NF0839.Click photographs - Photos may exist for this station.
 NF0839
 NF0839.The dynamic height is computed by dividing the NAVD 88
 NF0839.geopotential number by the normal gravity value computed on the
 NF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0839.degrees latitude (g = 980.6199 gals.).
 NF0839
 NF0839.The modeled gravity was interpolated from observed gravity values.
 NF0839
 NF0839;                    North         East    Units  Estimated Accuracy
 NF0839;SPC MI S     -   122,260.    3,902,020.      MT  (+/- 180 meters Scaled)
 NF0839
 NF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN180167(NAD 83)
 NF0839
 NF0839                          SUPERSEDED SURVEY CONTROL
 NF0839
 NF0839  NGVD 29 (??/??/92)  237.870  (m)          780.41   (f) ADJ UNCH    2 0
 NF0839
 NF0839.Superseded values are not recommended for survey control.
 NF0839
 NF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0839.See file dsdata.pdf to determine how the superseded data were derived.
 NF0839
 NF0839_MARKER: DB = BENCH MARK DISK
 NF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0839_STAMPING: D 176 1948
 NF0839_MARK LOGO: CGS
 NF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0839+STABILITY: SURFACE MOTION
 NF0839
 NF0839  HISTORY     - Date     Condition        Report By
 NF0839  HISTORY     - 1948     MONUMENTED       CGS
 NF0839  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0839
 NF0839                          STATION DESCRIPTION
 NF0839
 NF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0839'3.9 MI E FROM SHELBYVILLE.
 NF0839'ABOUT 3.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0839'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.9 MILE EAST OF A
 NF0839'NORTH-SOUTH CROSSROAD, ABOUT 0.6 MILE WEST OF THE T JUNCTION
 NF0839'OF A NORTH-SOUTH ROAD AND THE WEST SHORE OF GUN LAKE, AT THE
 NF0839'TOP OF A GRADE AND AT A T FENCE CORNER, 115 FEET EAST OF THE
 NF0839'CENTER LINE OF A DRIVE SOUTH TO A SMALL HOUSE, 27 FEET SOUTH
 NF0839'OF THE CENTER LINE OF THE BLACK TOP ROAD, 2 FEET NORTH OF A
 NF0839'WIRE FENCE AN IN LINE WITH THE T FENCE SOUTH, 16.5 FEET EAST
 NF0839'OF A 14-INCH HICKORY TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 NF0839'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0839'POST PROJECTING 4 IN.
 NF0839
 NF0839                          STATION RECOVERY (1997)
 NF0839
 NF0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0839'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0373 ***********************************************************************
 NF0373  DESIGNATION -  D 177
 NF0373  PID         -  NF0373
 NF0373  STATE/COUNTY-  MI/BARRY
 NF0373  COUNTRY     -  US
 NF0373  USGS QUAD   -  MIDDLEVILLE (2017)
 NF0373
 NF0373                         *CURRENT SURVEY CONTROL
 NF0373  ______________________________________________________________________
 NF0373* NAD 83(1986) POSITION- 42 40 29.     (N) 085 25 01.     (W)   SCALED
 NF0373* NAVD 88 ORTHO HEIGHT -   236.909 (meters)      777.26  (feet) ADJUSTED
 NF0373  ______________________________________________________________________
 NF0373  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 NF0373  DYNAMIC HEIGHT  -        236.839 (meters)      777.03  (feet) COMP
 NF0373  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NF0373
 NF0373  VERT ORDER      -  SECOND    CLASS 0
 NF0373
 NF0373.The horizontal coordinates were scaled from a map and have
 NF0373.an estimated accuracy of +/- 6 seconds.
 NF0373
 NF0373.The orthometric height was determined by differential leveling and
 NF0373.adjusted by the NATIONAL GEODETIC SURVEY
 NF0373.in June 1991.
 NF0373
 NF0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0373.GEOID18 height accuracy estimate available here.
 NF0373
 NF0373.Click photographs - Photos may exist for this station.
 NF0373
 NF0373.The dynamic height is computed by dividing the NAVD 88
 NF0373.geopotential number by the normal gravity value computed on the
 NF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0373.degrees latitude (g = 980.6199 gals.).
 NF0373
 NF0373.The modeled gravity was interpolated from observed gravity values.
 NF0373
 NF0373;                    North         East    Units  Estimated Accuracy
 NF0373;SPC MI S     -   131,020.    3,913,920.      MT  (+/- 180 meters Scaled)
 NF0373
 NF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN297259(NAD 83)
 NF0373
 NF0373                          SUPERSEDED SURVEY CONTROL
 NF0373
 NF0373  NGVD 29 (??/??/92)  237.034  (m)          777.67   (f) ADJ UNCH    2 0
 NF0373
 NF0373.Superseded values are not recommended for survey control.
 NF0373
 NF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0373.See file dsdata.pdf to determine how the superseded data were derived.
 NF0373
 NF0373_MARKER: DB = BENCH MARK DISK
 NF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0373_STAMPING: D 177 1948
 NF0373_MARK LOGO: CGS
 NF0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0373+STABILITY: SURFACE MOTION
 NF0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0373+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0373
 NF0373  HISTORY     - Date     Condition        Report By
 NF0373  HISTORY     - 1948     MONUMENTED       CGS
 NF0373  HISTORY     - 1985     GOOD             USPSQD
 NF0373  HISTORY     - 1987     GOOD             USPSQD
 NF0373  HISTORY     - 19940312 GOOD             MI-015
 NF0373  HISTORY     - 20020913 GOOD             LOCENG
 NF0373  HISTORY     - 20041030 GOOD             USPSQD
 NF0373
 NF0373                          STATION DESCRIPTION
 NF0373
 NF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0373'4.6 MI SE FROM MIDDLEVILLE.
 NF0373'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0373'SCHOOL AT MIDDLEVILLE, AT THE JUNCTION OF A ROAD NORTH TO IRVING,
 NF0373'56 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 41 1/2
 NF0373'FEET EAST-SOUTHEAST OF A 28-INCH OAK TREE WHICH IS IN THE
 NF0373'PROLONGED CENTER LINE OF THE ROAD NORTH, 45 FEET SOUTH OF THE
 NF0373'CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF A POWER POLE, 30 FEET
 NF0373'EAST OF A FENCE CORNER, 4 FEET NORTH OF THE FENCE LINE, 1 1/2
 NF0373'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 NF0373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0373
 NF0373                          STATION RECOVERY (1985)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0373'OAK TREE GONE AND FENCE GONE.
 NF0373
 NF0373                          STATION RECOVERY (1987)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0373'RECOVERED IN GOOD CONDITION.
 NF0373
 NF0373                          STATION RECOVERY (1994)
 NF0373
 NF0373'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0373'WOOD WITNESS POST FOUND INTACT, OAK TREE GONE, FENCE LINE AND FENCE
 NF0373'CORNER GONE, POWER POLE EAST 29 FEET REMAINS, NEWER POWER POLE IS
 NF0373'SOUTHEAST 11 FEET, 10.5 FEET WEST OF A OAK TREE, CARSONITE WITNESS
 NF0373'POST INSTALLED.  MARGINALLY SUITED FOR GPS. LOCATED NEAR THE CENTER OF
 NF0373'SECTION 6, RUTLAND TOWNSHIP.
 NF0373
 NF0373                          STATION RECOVERY (2002)
 NF0373
 NF0373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF0373'STATION NO LONGER SUITABLE FOR GPS OBSERVATIONS DUE TO DECIDUOUS TREE
 NF0373'GROWTH. MORE SUITED TO USE AS ECCENTRIC STATION, OR USE NEARBY GPSABLE
 NF0373'STATIONS Z 169 AND B 177.
 NF0373
 NF0373                          STATION RECOVERY (2004)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0678 ***********************************************************************
 NE0678  DESIGNATION -  D 178
 NE0678  PID         -  NE0678
 NE0678  STATE/COUNTY-  MI/WASHTENAW
 NE0678  COUNTRY     -  US
 NE0678  USGS QUAD   -  DEXTER (2017)
 NE0678
 NE0678                         *CURRENT SURVEY CONTROL
 NE0678  ______________________________________________________________________
 NE0678* NAD 83(1986) POSITION- 42 22 23.     (N) 083 55 17.     (W)   SCALED
 NE0678* NAVD 88 ORTHO HEIGHT -   263.629 (meters)      864.92  (feet) ADJUSTED
 NE0678  ______________________________________________________________________
 NE0678  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 NE0678  DYNAMIC HEIGHT  -        263.554 (meters)      864.68  (feet) COMP
 NE0678  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 NE0678
 NE0678  VERT ORDER      -  FIRST     CLASS II
 NE0678
 NE0678.The horizontal coordinates were scaled from a map and have
 NE0678.an estimated accuracy of +/- 6 seconds.
 NE0678
 NE0678.The orthometric height was determined by differential leveling and
 NE0678.adjusted by the NATIONAL GEODETIC SURVEY
 NE0678.in June 1991.
 NE0678
 NE0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0678.GEOID18 height accuracy estimate available here.
 NE0678
 NE0678.Click photographs - Photos may exist for this station.
 NE0678
 NE0678.The dynamic height is computed by dividing the NAVD 88
 NE0678.geopotential number by the normal gravity value computed on the
 NE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0678.degrees latitude (g = 980.6199 gals.).
 NE0678
 NE0678.The modeled gravity was interpolated from observed gravity values.
 NE0678
 NE0678;                    North         East    Units  Estimated Accuracy
 NE0678;SPC MI S     -    97,070.    4,036,670.      MT  (+/- 180 meters Scaled)
 NE0678
 NE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG594953(NAD 83)
 NE0678
 NE0678                          SUPERSEDED SURVEY CONTROL
 NE0678
 NE0678  NGVD 29 (01/19/93)  263.751  (m)          865.32   (f) ADJUSTED    1 2
 NE0678  NGVD 29 (??/??/92)  263.751  (m)          865.32   (f) SUPERSEDED  1 2
 NE0678
 NE0678.Superseded values are not recommended for survey control.
 NE0678
 NE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0678.See file dsdata.pdf to determine how the superseded data were derived.
 NE0678
 NE0678_MARKER: DB = BENCH MARK DISK
 NE0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0678_SP_SET: WINGWALL
 NE0678_STAMPING: D 178 1948
 NE0678_MARK LOGO: CGS
 NE0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0678+STABILITY: SURFACE MOTION
 NE0678
 NE0678  HISTORY     - Date     Condition        Report By
 NE0678  HISTORY     - 1948     MONUMENTED       CGS
 NE0678  HISTORY     - 1985     GOOD             NGS
 NE0678  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0678
 NE0678                          STATION DESCRIPTION
 NE0678
 NE0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0678'3.5 MI NNW FROM DEXTER.
 NE0678'3.5 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE UNION
 NE0678'SCHOOL AT DEXTER, SET IN A PRIVATE DAM OVER A SMALL STREAM, 45
 NE0678'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE
 NE0678'NORTH END OF THE SPILLWAY, 23 FEET NORTHWEST OF THE WEST END OF A
 NE0678'6-FOOT CONCRETE BRIDGE UNDER ROAD, 1 1/2 FEET BELOW THE ROAD
 NE0678'AND SET IN A DRILL HOLE.
 NE0678
 NE0678                          STATION RECOVERY (1985)
 NE0678
 NE0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0678'RECOVERED IN GOOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM
 NE0678'(2.85 MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION
 NE0678'WITH DEXTER-CHELSEA ROAD IN DEXTER, IN THE SOUTH END OF THE NORTH
 NE0678'CONCRETE WINGWALL OF A SMALL DAM, 0.2 KM (0.1 MI) NORTH OF THE
 NE0678'INTERSECTION OF ALICE HILL ROAD, 13.8 M (45.3 FT) WEST OF THE
 NE0678'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) NORTH OF THE NORTH EDGE OF
 NE0678'A SPILLWAY.
 NE0678'THE MARK IS 0.6 M BELOW THE ROAD.
 NE0678
 NE0678                          STATION RECOVERY (1998)
 NE0678
 NE0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0322 ***********************************************************************
 MC0322  DESIGNATION -  D 179
 MC0322  PID         -  MC0322
 MC0322  STATE/COUNTY-  MI/MONROE
 MC0322  COUNTRY     -  US
 MC0322  USGS QUAD   -  MONROE (2017)
 MC0322
 MC0322                         *CURRENT SURVEY CONTROL
 MC0322  ______________________________________________________________________
 MC0322* NAD 83(1986) POSITION- 41 55 54.     (N) 083 26 10.     (W)   SCALED
 MC0322* NAVD 88 ORTHO HEIGHT -   185.450 (meters)      608.43  (feet) ADJUSTED
 MC0322  ______________________________________________________________________
 MC0322  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 MC0322  DYNAMIC HEIGHT  -        185.384 (meters)      608.21  (feet) COMP
 MC0322  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 MC0322
 MC0322  VERT ORDER      -  FIRST     CLASS II
 MC0322
 MC0322.The horizontal coordinates were scaled from a map and have
 MC0322.an estimated accuracy of +/- 6 seconds.
 MC0322
 MC0322.The orthometric height was determined by differential leveling and
 MC0322.adjusted by the NATIONAL GEODETIC SURVEY
 MC0322.in June 1991.
 MC0322
 MC0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0322.GEOID18 height accuracy estimate available here.
 MC0322
 MC0322.Click photographs - Photos may exist for this station.
 MC0322
 MC0322.The dynamic height is computed by dividing the NAVD 88
 MC0322.geopotential number by the normal gravity value computed on the
 MC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0322.degrees latitude (g = 980.6199 gals.).
 MC0322
 MC0322.The modeled gravity was interpolated from observed gravity values.
 MC0322
 MC0322;                    North         East    Units  Estimated Accuracy
 MC0322;SPC MI S     -    48,380.    4,077,180.      MT  (+/- 180 meters Scaled)
 MC0322
 MC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG980450(NAD 83)
 MC0322
 MC0322                          SUPERSEDED SURVEY CONTROL
 MC0322
 MC0322  NGVD 29 (??/??/92)  185.617  (m)          608.98   (f) ADJ UNCH    1 2
 MC0322
 MC0322.Superseded values are not recommended for survey control.
 MC0322
 MC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0322.See file dsdata.pdf to determine how the superseded data were derived.
 MC0322
 MC0322_MARKER: DB = BENCH MARK DISK
 MC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0322_STAMPING: D 179 1954
 MC0322_MARK LOGO: CGS
 MC0322_PROJECTION: PROJECTING 3 CENTIMETERS
 MC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0322+STABILITY: SURFACE MOTION
 MC0322
 MC0322  HISTORY     - Date     Condition        Report By
 MC0322  HISTORY     - 1954     MONUMENTED       CGS
 MC0322  HISTORY     - 1968     GOOD             CGS
 MC0322  HISTORY     - 1973     GOOD             NGS
 MC0322  HISTORY     - 1983     GOOD             LOCSUR
 MC0322  HISTORY     - 1985     GOOD             USPSQD
 MC0322  HISTORY     - 1987     GOOD             USPSQD
 MC0322
 MC0322                          STATION DESCRIPTION
 MC0322
 MC0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0322'3 MI NW FROM MONROE.
 MC0322'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0322'BUILDING AT MONROE, THENCE 2.35 MILES WEST ALONG ELM STREET AND
 MC0322'CUSTER ROAD, THENCE 0.35 MILE NORTH ALONG AIRPORT DRIVE, AT THE
 MC0322'CUSTER MUNICIPAL AIRPORT, 94 FEET SOUTHWEST OF THE SOUTHWEST
 MC0322'LEG OF THE AIRPORT BEACON, 220 FEET EAST OF BENCH MARK E 179
 MC0322'DESCRIBED, 2 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 MC0322'FRAME BUILDING BUILT ON THE NORTH END OF A SMALL HANGAR, ABOUT
 MC0322'LEVEL WITH THE AIRPORT DRIVE AND SET IN THE TOP OF A CONCRETE
 MC0322'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0322
 MC0322                          STATION RECOVERY (1973)
 MC0322
 MC0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0322'RECOVERED IN GOOD CONDITION.
 MC0322
 MC0322                          STATION RECOVERY (1983)
 MC0322
 MC0322'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0322'NOTE: ADD WITNESS POST TO DETAIL, ALSO ON DETAIL --'NORTHWEST CORNER
 MC0322'OF A SMALL FRAME BUILDING-BUILDING REMOVED.
 MC0322
 MC0322                          STATION RECOVERY (1985)
 MC0322
 MC0322'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0322'RECOVERED IN GOOD CONDITION.
 MC0322
 MC0322                          STATION RECOVERY (1987)
 MC0322
 MC0322'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0493 ***********************************************************************
 NE0493  DESIGNATION -  D 180
 NE0493  PID         -  NE0493
 NE0493  STATE/COUNTY-  MI/MONROE
 NE0493  COUNTRY     -  US
 NE0493  USGS QUAD   -  FLAT ROCK (2017)
 NE0493
 NE0493                         *CURRENT SURVEY CONTROL
 NE0493  ______________________________________________________________________
 NE0493* NAD 83(1986) POSITION- 42 03 08.     (N) 083 15 18.     (W)   SCALED
 NE0493* NAVD 88 ORTHO HEIGHT -   178.001 (meters)      583.99  (feet) ADJUSTED
 NE0493  ______________________________________________________________________
 NE0493  GEOID HEIGHT    -        -34.992 (meters)                     GEOID18
 NE0493  DYNAMIC HEIGHT  -        177.941 (meters)      583.79  (feet) COMP
 NE0493  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 NE0493
 NE0493  VERT ORDER      -  FIRST     CLASS I
 NE0493
 NE0493.The horizontal coordinates were scaled from a map and have
 NE0493.an estimated accuracy of +/- 6 seconds.
 NE0493
 NE0493.The orthometric height was determined by differential leveling and
 NE0493.adjusted by the NATIONAL GEODETIC SURVEY
 NE0493.in June 1991.
 NE0493
 NE0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0493.GEOID18 height accuracy estimate available here.
 NE0493
 NE0493.Click photographs - Photos may exist for this station.
 NE0493
 NE0493.The dynamic height is computed by dividing the NAVD 88
 NE0493.geopotential number by the normal gravity value computed on the
 NE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0493.degrees latitude (g = 980.6199 gals.).
 NE0493
 NE0493.The modeled gravity was interpolated from observed gravity values.
 NE0493
 NE0493;                    North         East    Units  Estimated Accuracy
 NE0493;SPC MI S     -    61,950.    4,092,030.      MT  (+/- 180 meters Scaled)
 NE0493
 NE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG133580(NAD 83)
 NE0493
 NE0493                          SUPERSEDED SURVEY CONTROL
 NE0493
 NE0493  NGVD 29 (??/??/92)  178.171  (m)          584.55   (f) ADJ UNCH    1 1
 NE0493
 NE0493.Superseded values are not recommended for survey control.
 NE0493
 NE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0493.See file dsdata.pdf to determine how the superseded data were derived.
 NE0493
 NE0493_MARKER: DB = BENCH MARK DISK
 NE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0493_STAMPING: D 180 1954
 NE0493_MARK LOGO: CGS
 NE0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0493+STABILITY: SURFACE MOTION
 NE0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0493+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 NE0493
 NE0493  HISTORY     - Date     Condition        Report By
 NE0493  HISTORY     - 1954     MONUMENTED       CGS
 NE0493  HISTORY     - 1968     GOOD             CGS
 NE0493  HISTORY     - 1973     GOOD             NGS
 NE0493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0493  HISTORY     - 1988     GOOD             USPSQD
 NE0493  HISTORY     - 20060111 GOOD             INDIV
 NE0493
 NE0493                          STATION DESCRIPTION
 NE0493
 NE0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0493'1.2 MI SW FROM ROCKWOOD.
 NE0493'ABOUT 1.2 MILES SOUTH ALONG THE DETROIT AND TOLEDO SHORE LINE
 NE0493'RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0493'ABOUT 0.35 MILE NORTHEAST OF MILEPOST 29, AT THE CROSSING OF
 NE0493'READY ROAD, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NE0493'NORTHBOUND TRACK AT THE CENTER LINE OF THE ROAD CROSSING, 17 1/2
 NE0493'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF
 NE0493'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 5 FEET EAST
 NE0493'OF A POWER LINE POLE WITH A GUY WIRE, 1.1 FEET WEST OF A METAL
 NE0493'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 NE0493'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 NE0493'THE GROUND.  SEC 21, T 5 S, R 10 E
 NE0493
 NE0493                          STATION RECOVERY (1973)
 NE0493
 NE0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0493'RECOVERED IN GOOD CONDITION.
 NE0493
 NE0493                          STATION RECOVERY (1987)
 NE0493
 NE0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0493'MARK NOT FOUND.
 NE0493
 NE0493                          STATION RECOVERY (1988)
 NE0493
 NE0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (PS)
 NE0493'RECOVERED IN GOOD CONDITION.
 NE0493
 NE0493                          STATION RECOVERY (2006)
 NE0493
 NE0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAD)
 NE0493'RECOVERED AS DESCRIBED
 NE0493'A BELL END SECTION OF REINFORCED CONCRETE PIPE HAS BEEN PLACED AROUND
 NE0493'THE MONUMENT FOR PROTECTION.  RCP IS APPROXIMATELY 12 INCHES WIDE BY
 NE0493'12 INCHES DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0036 ***********************************************************************
 QJ0036  DESIGNATION -  D 183
 QJ0036  PID         -  QJ0036
 QJ0036  STATE/COUNTY-  MI/ALPENA
 QJ0036  COUNTRY     -  US
 QJ0036  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0036
 QJ0036                         *CURRENT SURVEY CONTROL
 QJ0036  ______________________________________________________________________
 QJ0036* NAD 83(1986) POSITION- 45 03 40.     (N) 083 31 09.     (W)   SCALED
 QJ0036* NAVD 88 ORTHO HEIGHT -   202.048 (meters)      662.89  (feet) ADJUSTED
 QJ0036  ______________________________________________________________________
 QJ0036  GEOID HEIGHT    -        -36.458 (meters)                     GEOID18
 QJ0036  DYNAMIC HEIGHT  -        202.033 (meters)      662.84  (feet) COMP
 QJ0036  MODELED GRAVITY -    980,539.0   (mgal)                       NAVD 88
 QJ0036
 QJ0036  VERT ORDER      -  SECOND    CLASS 0
 QJ0036
 QJ0036.The horizontal coordinates were scaled from a map and have
 QJ0036.an estimated accuracy of +/- 6 seconds.
 QJ0036
 QJ0036.The orthometric height was determined by differential leveling and
 QJ0036.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0036.in June 1991.
 QJ0036
 QJ0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0036.GEOID18 height accuracy estimate available here.
 QJ0036
 QJ0036.Click photographs - Photos may exist for this station.
 QJ0036
 QJ0036.The dynamic height is computed by dividing the NAVD 88
 QJ0036.geopotential number by the normal gravity value computed on the
 QJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0036.degrees latitude (g = 980.6199 gals.).
 QJ0036
 QJ0036.The modeled gravity was interpolated from observed gravity values.
 QJ0036
 QJ0036;                    North         East    Units  Estimated Accuracy
 QJ0036;SPC MI C     -   194,190.    6,066,750.      MT  (+/- 180 meters Scaled)
 QJ0036
 QJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK016928(NAD 83)
 QJ0036
 QJ0036                          SUPERSEDED SURVEY CONTROL
 QJ0036
 QJ0036  NGVD 29 (??/??/92)  202.191  (m)          663.36   (f) ADJ UNCH    2 0
 QJ0036
 QJ0036.Superseded values are not recommended for survey control.
 QJ0036
 QJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0036.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0036
 QJ0036_MARKER: DB = BENCH MARK DISK
 QJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0036_STAMPING: D 183 1966
 QJ0036_MARK LOGO: CGS
 QJ0036_PROJECTION: FLUSH
 QJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0036+STABILITY: SURFACE MOTION
 QJ0036
 QJ0036  HISTORY     - Date     Condition        Report By
 QJ0036  HISTORY     - 1966     MONUMENTED       CGS
 QJ0036  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0036
 QJ0036                          STATION DESCRIPTION
 QJ0036
 QJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0036'4.2 MI W FROM ALPENA.
 QJ0036'THE MARK IS LOCATED 3.2 MILES WEST OF THE INTERSECTION OF STATE
 QJ0036'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS, 1.25
 QJ0036'MILES WEST OF C 183, 0.85 MILE EAST OF E 183, ON THE PROPERTY
 QJ0036'OF THE E. WASKO SMALL ANIMAL CLINIC, 74 FEET SOUTH OF THE
 QJ0036'CENTERLINE OF STATE HIGHWAY 32, 22 FEET WEST OF THE CENTERLINE
 QJ0036'OF THE DRIVEWAY TO THE CLINIC, AND 3 FEET WEST OF A GUYED POWER
 QJ0036'POLE.  IT IS A STANDARD DISK STAMPED D 183 1966 SET IN TOP OF
 QJ0036'A 9-INCH CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT TWO
 QJ0036'FEET HIGHER THAN THE HIGHWAY.
 QJ0036
 QJ0036                          STATION RECOVERY (1999)
 QJ0036
 QJ0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0478 ***********************************************************************
 NE0478  DESIGNATION -  D 185
 NE0478  PID         -  NE0478
 NE0478  STATE/COUNTY-  MI/WAYNE
 NE0478  COUNTRY     -  US
 NE0478  USGS QUAD   -  INKSTER (2017)
 NE0478
 NE0478                         *CURRENT SURVEY CONTROL
 NE0478  ______________________________________________________________________
 NE0478* NAD 83(1986) POSITION- 42 16 32.     (N) 083 19 44.     (W)   SCALED
 NE0478* NAVD 88 ORTHO HEIGHT -   194.230 (meters)      637.24  (feet) ADJUSTED
 NE0478  ______________________________________________________________________
 NE0478  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 NE0478  DYNAMIC HEIGHT  -        194.171 (meters)      637.04  (feet) COMP
 NE0478  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 NE0478
 NE0478  VERT ORDER      -  SECOND    CLASS 0
 NE0478
 NE0478.The horizontal coordinates were scaled from a map and have
 NE0478.an estimated accuracy of +/- 6 seconds.
 NE0478
 NE0478.The orthometric height was determined by differential leveling and
 NE0478.adjusted by the NATIONAL GEODETIC SURVEY
 NE0478.in June 1991.
 NE0478
 NE0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0478.GEOID18 height accuracy estimate available here.
 NE0478
 NE0478.Click photographs - Photos may exist for this station.
 NE0478
 NE0478.The dynamic height is computed by dividing the NAVD 88
 NE0478.geopotential number by the normal gravity value computed on the
 NE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0478.degrees latitude (g = 980.6199 gals.).
 NE0478
 NE0478.The modeled gravity was interpolated from observed gravity values.
 NE0478
 NE0478;                    North         East    Units  Estimated Accuracy
 NE0478;SPC MI S     -    86,680.    4,085,600.      MT  (+/- 180 meters Scaled)
 NE0478
 NE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079829(NAD 83)
 NE0478
 NE0478                          SUPERSEDED SURVEY CONTROL
 NE0478
 NE0478  NGVD 29 (??/??/92)  194.369  (m)          637.69   (f) ADJ UNCH    2 0
 NE0478
 NE0478.Superseded values are not recommended for survey control.
 NE0478
 NE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0478.See file dsdata.pdf to determine how the superseded data were derived.
 NE0478
 NE0478_MARKER: DB = BENCH MARK DISK
 NE0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0478_SP_SET: CULVERT HEADWALL
 NE0478_STAMPING: D 185 1958
 NE0478_MARK LOGO: CGS
 NE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0478+STABILITY: SURFACE MOTION
 NE0478
 NE0478  HISTORY     - Date     Condition        Report By
 NE0478  HISTORY     - 1958     MONUMENTED       CGS
 NE0478  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0478  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0478
 NE0478                          STATION DESCRIPTION
 NE0478
 NE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0478'1 MI S FROM INKSTER.
 NE0478'THE MARK IS SET IN A DRILL HOLE IN THE WING WALL OF A CULVERT
 NE0478'ON THE WEST SIDE OF MIDDLE BELT ROAD, 190 FEET NORTH OF THE
 NE0478'T-JUNCTION WITH ANNAPOLIS ROAD, 26.3 FEET WEST OF THE CENTER-LINE
 NE0478'OF MIDDLE BELT ROAD AND IS SET IN THE SOUTH WINGWALL ABOUT 1
 NE0478'FOOT BELOW THE HEAD OF THE CULVERT WALL.
 NE0478
 NE0478                          STATION RECOVERY (1983)
 NE0478
 NE0478'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0478'MARK NOT FOUND.
 NE0478
 NE0478                          STATION RECOVERY (1989)
 NE0478
 NE0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0494 ***********************************************************************
 NF0494  DESIGNATION -  D 187
 NF0494  PID         -  NF0494
 NF0494  STATE/COUNTY-  MI/CALHOUN
 NF0494  COUNTRY     -  US
 NF0494  USGS QUAD   -  BATTLE CREEK (2017)
 NF0494
 NF0494                         *CURRENT SURVEY CONTROL
 NF0494  ______________________________________________________________________
 NF0494* NAD 83(1986) POSITION- 42 19 10.     (N) 085 14 35.     (W)   SCALED
 NF0494* NAVD 88 ORTHO HEIGHT -   283.674 (meters)      930.69  (feet) ADJUSTED
 NF0494  ______________________________________________________________________
 NF0494  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 NF0494  DYNAMIC HEIGHT  -        283.586 (meters)      930.40  (feet) COMP
 NF0494  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 NF0494
 NF0494  VERT ORDER      -  SECOND    CLASS 0
 NF0494
 NF0494.The horizontal coordinates were scaled from a map and have
 NF0494.an estimated accuracy of +/- 6 seconds.
 NF0494
 NF0494.The orthometric height was determined by differential leveling and
 NF0494.adjusted by the NATIONAL GEODETIC SURVEY
 NF0494.in June 1991.
 NF0494
 NF0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0494.GEOID18 height accuracy estimate available here.
 NF0494
 NF0494.Click photographs - Photos may exist for this station.
 NF0494
 NF0494.The dynamic height is computed by dividing the NAVD 88
 NF0494.geopotential number by the normal gravity value computed on the
 NF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0494.degrees latitude (g = 980.6199 gals.).
 NF0494
 NF0494.The modeled gravity was interpolated from observed gravity values.
 NF0494
 NF0494;                    North         East    Units  Estimated Accuracy
 NF0494;SPC MI S     -    91,400.    3,927,760.      MT  (+/- 180 meters Scaled)
 NF0494
 NF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM447867(NAD 83)
 NF0494
 NF0494                          SUPERSEDED SURVEY CONTROL
 NF0494
 NF0494  NGVD 29 (??/??/92)  283.800  (m)          931.10   (f) ADJ UNCH    2 0
 NF0494
 NF0494.Superseded values are not recommended for survey control.
 NF0494
 NF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0494.See file dsdata.pdf to determine how the superseded data were derived.
 NF0494
 NF0494_MARKER: DB = BENCH MARK DISK
 NF0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0494_SP_SET: BUILDING
 NF0494_STAMPING: D 187 1962
 NF0494_MARK LOGO: CGS
 NF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0494
 NF0494  HISTORY     - Date     Condition        Report By
 NF0494  HISTORY     - 1962     MONUMENTED       CGS
 NF0494  HISTORY     - 1977     GOOD             MIDH
 NF0494  HISTORY     - 1987     GOOD             USPSQD
 NF0494  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0494  HISTORY     - 20160522 MARK NOT FOUND   MIDT
 NF0494
 NF0494                          STATION DESCRIPTION
 NF0494
 NF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0494'3.6 MI W FROM BATTLE CREEK.
 NF0494'3.6 MILES WEST BENCH MARK IS A KELLOGG FIELD, BATTLE CREEK,
 NF0494'MICHIGAN, ON WEST SIDE OF THE TERMINAL BUILDING UNDER THE
 NF0494'TOWER.  IT IS 22 FEET NORTH OF THE MAIN ENTRANCE TO THE TERMINAL
 NF0494'AND IS SET IN A 1 FT HIGH CONCRETE SLAB AT THE ENTRANCE TO A
 NF0494'SMALL OFFICE.  DISK IS 6 IN NORTH OF AN E-W WALL AND 6 IN FROM
 NF0494'THE WEST EDGE OF SLAB.
 NF0494
 NF0494                          STATION RECOVERY (1977)
 NF0494
 NF0494'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0494'RECOVERED IN GOOD CONDITION.
 NF0494
 NF0494                          STATION RECOVERY (1987)
 NF0494
 NF0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0494'RECOVERED IN GOOD CONDITION.
 NF0494
 NF0494                          STATION RECOVERY (2001)
 NF0494
 NF0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0494'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0494
 NF0494                          STATION RECOVERY (2016)
 NF0494
 NF0494'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0007 ***********************************************************************
 NF0007  DESIGNATION -  D 19
 NF0007  PID         -  NF0007
 NF0007  STATE/COUNTY-  MI/INGHAM
 NF0007  COUNTRY     -  US
 NF0007  USGS QUAD   -  MASON (2017)
 NF0007
 NF0007                         *CURRENT SURVEY CONTROL
 NF0007  ______________________________________________________________________
 NF0007* NAD 83(1986) POSITION- 42 33 55.     (N) 084 26 14.     (W)   SCALED
 NF0007* NAVD 88 ORTHO HEIGHT -   274.932 (meters)      902.01  (feet) ADJUSTED
 NF0007  ______________________________________________________________________
 NF0007  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 NF0007  DYNAMIC HEIGHT  -        274.847 (meters)      901.73  (feet) COMP
 NF0007  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 NF0007
 NF0007  VERT ORDER      -  FIRST     CLASS II
 NF0007
 NF0007.The horizontal coordinates were scaled from a map and have
 NF0007.an estimated accuracy of +/- 6 seconds.
 NF0007
 NF0007.The orthometric height was determined by differential leveling and
 NF0007.adjusted by the NATIONAL GEODETIC SURVEY
 NF0007.in June 1991.
 NF0007
 NF0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0007.GEOID18 height accuracy estimate available here.
 NF0007
 NF0007.Click photographs - Photos may exist for this station.
 NF0007
 NF0007.The dynamic height is computed by dividing the NAVD 88
 NF0007.geopotential number by the normal gravity value computed on the
 NF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0007.degrees latitude (g = 980.6199 gals.).
 NF0007
 NF0007.The modeled gravity was interpolated from observed gravity values.
 NF0007
 NF0007;                    North         East    Units  Estimated Accuracy
 NF0007;SPC MI S     -   118,330.    3,994,210.      MT  (+/- 180 meters Scaled)
 NF0007
 NF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN103157(NAD 83)
 NF0007
 NF0007                          SUPERSEDED SURVEY CONTROL
 NF0007
 NF0007  NGVD 29 (??/??/92)  275.060  (m)          902.43   (f) ADJ UNCH    1 2
 NF0007
 NF0007.Superseded values are not recommended for survey control.
 NF0007
 NF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0007.See file dsdata.pdf to determine how the superseded data were derived.
 NF0007
 NF0007_MARKER: Q = CHISELED SQUARE
 NF0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0007_SP_SET: CULVERT HEADWALL
 NF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0007+STABILITY: SURFACE MOTION
 NF0007
 NF0007  HISTORY     - Date     Condition        Report By
 NF0007  HISTORY     - 1916     MONUMENTED       CGS
 NF0007  HISTORY     - 1958     MARK NOT FOUND   CGS
 NF0007  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0007  HISTORY     - 20030419 POOR             USPSQD
 NF0007  HISTORY     - 20060429 POOR             USPSQD
 NF0007  HISTORY     - 20160516 POOR             MIDT
 NF0007
 NF0007                          STATION DESCRIPTION
 NF0007
 NF0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0007'1.2 MI S FROM MASON.
 NF0007'1.2 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0007'STATION AT MASON, INGHAM COUNTY, 5.3 FEET EAST OF THE EAST
 NF0007'RAIL, AT A STONE CULVERT, AND ON THE SOUTH END OF THE EAST
 NF0007'HEADWALL.  A CHISELED SQUARE, NEAR THE LETTERS U.S.  NOTE-- THE
 NF0007'STONE CULVERT WAS COVERED WITH INITIALS AND SQUARES.
 NF0007
 NF0007                          STATION RECOVERY (1977)
 NF0007
 NF0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0007'MARK NOT FOUND.
 NF0007
 NF0007                          STATION RECOVERY (2003)
 NF0007
 NF0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJV)
 NF0007'FOUND 2 INCH SQUARE CHISELED MARK IN STONE ABOUT 10 INCHES FROM SOUTH
 NF0007'END OF HEADWALL. U.S. IS NOT LEGIBLE
 NF0007
 NF0007                          STATION RECOVERY (2006)
 NF0007
 NF0007'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF0007'MARK RECOVERED IN POOR CONDITION.
 NF0007
 NF0007                          STATION RECOVERY (2016)
 NF0007
 NF0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 NF0007'HEADWALL IS VERY WEATHERED.  RAILROAD PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0254 ***********************************************************************
 NF0254  DESIGNATION -  D 190
 NF0254  PID         -  NF0254
 NF0254  STATE/COUNTY-  MI/INGHAM
 NF0254  COUNTRY     -  US
 NF0254  USGS QUAD   -  LANSING NORTH (2017)
 NF0254
 NF0254                         *CURRENT SURVEY CONTROL
 NF0254  ______________________________________________________________________
 NF0254* NAD 83(2011) POSITION- 42 45 03.62387(N) 084 32 41.12960(W)   ADJUSTED
 NF0254* NAD 83(2011) ELLIP HT-   224.235 (meters)        (06/27/12)   ADJUSTED
 NF0254* NAD 83(2011) EPOCH   -  2010.00
 NF0254* NAVD 88 ORTHO HEIGHT -   257.816 (meters)      845.85  (feet) ADJUSTED
 NF0254  ______________________________________________________________________
 NF0254  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 NF0254  NAD 83(2011) X  -    445,958.808 (meters)                     COMP
 NF0254  NAD 83(2011) Y  - -4,669,692.187 (meters)                     COMP
 NF0254  NAD 83(2011) Z  -  4,307,383.254 (meters)                     COMP
 NF0254  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 NF0254  DYNAMIC HEIGHT  -        257.744 (meters)      845.62  (feet) COMP
 NF0254  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 NF0254
 NF0254  VERT ORDER      -  FIRST     CLASS II
 NF0254
 NF0254  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0254  Standards:
 NF0254         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0254            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0254  -------------------------------------------------------------------
 NF0254  NETWORK    0.50   1.06           0.23   0.17   0.54      0.03875885
 NF0254  -------------------------------------------------------------------
 NF0254  Click here for local accuracies and other accuracy information.
 NF0254
 NF0254.The horizontal coordinates were established by GPS observations
 NF0254.and adjusted by the National Geodetic Survey in June 2012.
 NF0254
 NF0254.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0254.been affixed to the stable North American tectonic plate. See 
 NF0254.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0254
 NF0254.The horizontal coordinates are valid at the epoch date displayed above
 NF0254.which is a decimal equivalence of Year/Month/Day.
 NF0254
 NF0254.The orthometric height was determined by differential leveling and
 NF0254.adjusted by the NATIONAL GEODETIC SURVEY
 NF0254.in June 1991.
 NF0254
 NF0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0254.GEOID18 height accuracy estimate available here.
 NF0254
 NF0254.Click photographs - Photos may exist for this station.
 NF0254
 NF0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0254
 NF0254.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0254
 NF0254.The ellipsoidal height was determined by GPS observations
 NF0254.and is referenced to NAD 83.
 NF0254
 NF0254.The dynamic height is computed by dividing the NAVD 88
 NF0254.geopotential number by the normal gravity value computed on the
 NF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0254.degrees latitude (g = 980.6199 gals.).
 NF0254
 NF0254.The modeled gravity was interpolated from observed gravity values.
 NF0254
 NF0254. The following values were computed from the NAD 83(2011) position.
 NF0254
 NF0254;                    North         East     Units Scale Factor Converg.
 NF0254;SPC MI S     -   138,973.780 3,985,421.071   MT  0.99990960   -0 07 16.3
 NF0254;SPC MI S     -   455,950.72 13,075,528.45   iFT  0.99990960   -0 07 16.3
 NF0254;UTM  16      - 4,736,088.483   700,933.814   MT  1.00009674   +1 40 01.9
 NF0254
 NF0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0254!SPC MI S     -   0.99996483  x   0.99990960  =   0.99987444
 NF0254!UTM  16      -   0.99996483  x   1.00009674  =   1.00006157
 NF0254
 NF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0093336088(NAD 83)
 NF0254
 NF0254                          SUPERSEDED SURVEY CONTROL
 NF0254
 NF0254  NAD 83(2007)-  42 45 03.62414(N)    084 32 41.13046(W) AD(2002.00) 1
 NF0254  ELLIP H (08/07/08)  224.244  (m)                       GP(2002.00) 4 1
 NF0254  NAVD 88             257.82   (m)          845.9    (f) LEVELING    3  
 NF0254  NGVD 29 (??/??/92)  257.949  (m)          846.29   (f) ADJ UNCH    2 0
 NF0254
 NF0254.Superseded values are not recommended for survey control.
 NF0254
 NF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0254.See file dsdata.pdf to determine how the superseded data were derived.
 NF0254
 NF0254_MARKER: DB = BENCH MARK DISK
 NF0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0254_SP_SET: ABANDONED TOWER BASE
 NF0254_STAMPING: D 190 1955
 NF0254_MARK LOGO: CGS
 NF0254_PROJECTION: FLUSH
 NF0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0254+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2024
 NF0254
 NF0254  HISTORY     - Date     Condition        Report By
 NF0254  HISTORY     - 1955     MONUMENTED       CGS
 NF0254  HISTORY     - 1977     GOOD             NGS
 NF0254  HISTORY     - 19921114 GOOD             NGS
 NF0254  HISTORY     - 19990408 GOOD             NGS
 NF0254  HISTORY     - 20030426 GOOD             USPSQD
 NF0254  HISTORY     - 20060524 GOOD             MIDT
 NF0254  HISTORY     - 20140318 GOOD             GEODES
 NF0254  HISTORY     - 20200308 GOOD             APSC
 NF0254  HISTORY     - 20240520 GOOD             MIDT
 NF0254
 NF0254                          STATION DESCRIPTION
 NF0254
 NF0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0254'AT LANSING.
 NF0254'AT LANSING, INGHAM COUNTY, 1.1 MILES NORTH ALONG THE CHESAPEAKE
 NF0254'AND OHIO RAILWAY FROM UNION STATION, AT THE NORTHWEST CORNER OF
 NF0254'NORTH LARCH STREET CROSSING, IN THE SOUTHWEST CORNER OF THE
 NF0254'CONCRETE FOUNDATION OF THE NORTH LARCH STREET TOWER, 42.5 FEET
 NF0254'WEST OF THE CENTERLINE OF THE STREET, 8.3 FEET NORTH OF THE
 NF0254'NORTH RAIL OF A SIDETRACK, AND 7.3 FEET WEST OF THE WEST EDGE OF
 NF0254'THE SIDEWALK.  A STANDARD DISK, STAMPED D 190 1955.
 NF0254
 NF0254                          STATION RECOVERY (1977)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0254'AT LANSING, INGHAM COUNTY, 1.1 MILES NORTH ALONG THE CHESAPEAKE AND
 NF0254'OHIO RAILWAY FROM UNION STATION, AT THE NORTHWEST CORNER OF LARCH
 NF0254'STREET CROSSING, IN THE SOUTHWEST CORNER OF THE FOUNDATION OF THE
 NF0254'NORTH LARCH STREET TOWER, 42.5 FEET WEST OF THE CENTERLINE OF THE
 NF0254'STREET, 8.3 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, AND 7.3 FEET
 NF0254'WEST OF THE WEST EDGE OF THE SIDEWALK. NOTE-- THE TOWER HAS BEEN
 NF0254'TAKEN DOWN BUT THE FOUNDATION AND MARK IS STILL THERE IN GOOD
 NF0254'CONDITION.
 NF0254
 NF0254                          STATION RECOVERY (1992)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0254'IN LANSING, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 NF0254'NORTH LARCH STREET, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE
 NF0254'SOUTHWEST CORNER OF A 6 BY 10-FOOT CONCRETE SLAB, 12.8 M (42.0 FT)
 NF0254'WEST OF AND LEVEL WITH THE STREET CENTERLINE, 5.5 M (18.0 FT)
 NF0254'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 4.7 M (15.4 FT)
 NF0254'SOUTH OF A UTILITY POLE WITH 2 GUY CABLES, 2.8 M (9.2 FT) NORTH OF THE
 NF0254'NEAR RAIL, 2.4 M (7.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.3
 NF0254'M (1.0 FT) EAST OF A WITNESS POST.
 NF0254
 NF0254                          STATION RECOVERY (1999)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF0254'RECOVERED AS DESCRIBED.
 NF0254
 NF0254                          STATION RECOVERY (2003)
 NF0254
 NF0254'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF0254'SET ON SW CORNER ON LARGE CEMENT SLAB, 42.5 FT FROM MIDDLE OF STREET,
 NF0254'29.1 FT FROM N RAILS, MEASURE PARALLEL WITH SIDEWALK.
 NF0254
 NF0254                          STATION RECOVERY (2006)
 NF0254
 NF0254'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 NF0254'RECOVERED AS DESCRIBED.
 NF0254
 NF0254                          STATION RECOVERY (2014)
 NF0254
 NF0254'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2014 (GMB)
 NF0254'ADDITIONAL WITNESSES - MEASURED IN FEET USING MAGNETIC NORTH
 NF0254'18.3 FEET AZ 322 DEG TO THE SOUTHEAST CORNER OF A METAL SIGNAL
 NF0254'BUILDING LABELED (LARCH)
 NF0254'24.0 FEET AZ 225 DEG TO THE NORTHERN MOST RAIL OF THE CSX RAILROAD
 NF0254'25.95 FEET AZ 125 DEG TO THE NORTHEAST BOLT OF A RR CROSSING SIGNAL
 NF0254'(THE RAILROAD CROSSING NUMBER IS 234 419H AT MILE POST 88.58)
 NF0254'43.1 FEET AZ 95 DEG TO THE CENTERLINE OF LARCH STREET
 NF0254
 NF0254                          STATION RECOVERY (2020)
 NF0254
 NF0254'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 NF0254'RECOVERED IN GOOD CONDITION.
 NF0254
 NF0254                          STATION RECOVERY (2024)
 NF0254
 NF0254'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 NF0254'GOOD CONDITION.  NEXT TO RAILROAD TRACKS NORTH SIDE.  NORTHWEST TO N
 NF0254'LARCH ST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0367 ***********************************************************************
 NE0367  DESIGNATION -  D 192
 NE0367  PID         -  NE0367
 NE0367  STATE/COUNTY-  MI/OAKLAND
 NE0367  COUNTRY     -  US
 NE0367  USGS QUAD   -  CLARKSTON (2017)
 NE0367
 NE0367                         *CURRENT SURVEY CONTROL
 NE0367  ______________________________________________________________________
 NE0367* NAD 83(1986) POSITION- 42 39 58.     (N) 083 24 23.     (W)   SCALED
 NE0367* NAVD 88 ORTHO HEIGHT -   295.599 (meters)      969.81  (feet) ADJUSTED
 NE0367  ______________________________________________________________________
 NE0367  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 NE0367  DYNAMIC HEIGHT  -        295.510 (meters)      969.52  (feet) COMP
 NE0367  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 NE0367
 NE0367  VERT ORDER      -  SECOND    CLASS 0
 NE0367
 NE0367.This mark is at Oakland-Pontiac Airport (PTK)
 NE0367
 NE0367.The horizontal coordinates were scaled from a map and have
 NE0367.an estimated accuracy of +/- 6 seconds.
 NE0367
 NE0367.The orthometric height was determined by differential leveling and
 NE0367.adjusted by the NATIONAL GEODETIC SURVEY
 NE0367.in June 1991.
 NE0367
 NE0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0367.GEOID18 height accuracy estimate available here.
 NE0367
 NE0367.Click photographs - Photos may exist for this station.
 NE0367
 NE0367.The dynamic height is computed by dividing the NAVD 88
 NE0367.geopotential number by the normal gravity value computed on the
 NE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0367.degrees latitude (g = 980.6199 gals.).
 NE0367
 NE0367.The modeled gravity was interpolated from observed gravity values.
 NE0367
 NE0367;                    North         East    Units  Estimated Accuracy
 NE0367;SPC MI S     -   129,980.    4,078,720.      MT  (+/- 180 meters Scaled)
 NE0367
 NE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027265(NAD 83)
 NE0367
 NE0367                          SUPERSEDED SURVEY CONTROL
 NE0367
 NE0367  NGVD 29 (??/??/92)  295.690  (m)          970.11   (f) ADJ UNCH    2 0
 NE0367
 NE0367.Superseded values are not recommended for survey control.
 NE0367
 NE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0367.See file dsdata.pdf to determine how the superseded data were derived.
 NE0367
 NE0367_MARKER: DB = BENCH MARK DISK
 NE0367_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0367+WITH SETTING: PAVEMENT
 NE0367_SP_SET: BASE OF FLOOD LIGHTS
 NE0367_STAMPING: D 192 1965
 NE0367_MARK LOGO: CGS
 NE0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0367+STABILITY: SURFACE MOTION
 NE0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0367+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 NE0367
 NE0367  HISTORY     - Date     Condition        Report By
 NE0367  HISTORY     - 1965     MONUMENTED       CGS
 NE0367  HISTORY     - 1978     GOOD             NGS
 NE0367  HISTORY     - 20000808 GOOD             WOOLPT
 NE0367  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0367
 NE0367                          STATION DESCRIPTION
 NE0367
 NE0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0367'6.5 MI NW FROM PONTIAC.
 NE0367'THE MARK IS LOCATED ON THE EAST SIDE OF THE PONTIAC MUNICIPAL
 NE0367'AIRPORT 0.3 MILE NORTH ALONG AIRPORT RD FROM THE INTERSECTION
 NE0367'OF AIRPORT RD AND HIGHLAND RD.  32.4 FEET WEST OF A FENCE IN
 NE0367'THE BASE OF THE SOUTHERNMOST OF SIX FLOODLIGHTS.  A STANDARD
 NE0367'DISK SET IN A DRILL HOLE, STAMPED D 192 1965.
 NE0367
 NE0367                          STATION RECOVERY (1978)
 NE0367
 NE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0367'RECOVERED IN GOOD CONDITION.
 NE0367
 NE0367                          STATION RECOVERY (2000)
 NE0367
 NE0367'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0367'RECOVERED IN GOOD CONDITION.
 NE0367
 NE0367                          STATION RECOVERY (2001)
 NE0367
 NE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0046 ***********************************************************************
 RK0046  DESIGNATION -  D 193
 RK0046  PID         -  RK0046
 RK0046  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0046  COUNTRY     -  US
 RK0046  USGS QUAD   -  CREIGHTON (2017)
 RK0046
 RK0046                         *CURRENT SURVEY CONTROL
 RK0046  ______________________________________________________________________
 RK0046* NAD 83(1994) POSITION- 46 20 46.04690(N) 086 18 52.99191(W)   ADJUSTED
 RK0046* NAVD 88 ORTHO HEIGHT -   244.961 (meters)      803.68  (feet) ADJUSTED
 RK0046  ______________________________________________________________________
 RK0046  GEOID HEIGHT    -        -35.086 (meters)                     GEOID18
 RK0046  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 RK0046  DYNAMIC HEIGHT  -        244.978 (meters)      803.73  (feet) COMP
 RK0046  MODELED GRAVITY -    980,677.8   (mgal)                       NAVD 88
 RK0046
 RK0046  HORZ ORDER      -  SECOND
 RK0046  VERT ORDER      -  SECOND    CLASS 0
 RK0046
 RK0046.The horizontal coordinates were established by classical geodetic methods
 RK0046.and adjusted by the National Geodetic Survey in February 1997.
 RK0046
 RK0046.The orthometric height was determined by differential leveling and
 RK0046.adjusted by the NATIONAL GEODETIC SURVEY
 RK0046.in June 1991.
 RK0046
 RK0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0046.GEOID18 height accuracy estimate available here.
 RK0046
 RK0046.Click photographs - Photos may exist for this station.
 RK0046
 RK0046.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0046
 RK0046.The dynamic height is computed by dividing the NAVD 88
 RK0046.geopotential number by the normal gravity value computed on the
 RK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0046.degrees latitude (g = 980.6199 gals.).
 RK0046
 RK0046.The modeled gravity was interpolated from observed gravity values.
 RK0046
 RK0046. The following values were computed from the NAD 83(1994) position.
 RK0046
 RK0046;                    North         East     Units Scale Factor Converg.
 RK0046;SPC MI N     -   173,923.012 8,052,746.326   MT  0.99990340   +0 29 43.1
 RK0046;SPC MI N     -   570,613.56 26,419,771.41   iFT  0.99990340   +0 29 43.1
 RK0046;UTM  16      - 5,132,733.589   552,730.921   MT  0.99963418   +0 29 45.0
 RK0046
 RK0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0046!SPC MI N     -   0.99996710  x   0.99990340  =   0.99987050
 RK0046!UTM  16      -   0.99996710  x   0.99963418  =   0.99960129
 RK0046
 RK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5273032733(NAD 83)
 RK0046
 RK0046                          SUPERSEDED SURVEY CONTROL
 RK0046
 RK0046  NAD 83(1986)-  46 20 46.04172(N)    086 18 52.98959(W) AD(       ) 2
 RK0046  NAD 27      -  46 20 46.18061(N)    086 18 52.44709(W) AD(       ) 2
 RK0046  NGVD 29 (??/??/92)  244.924  (m)          803.55   (f) ADJ UNCH    2 0
 RK0046  NGVD 29             244.92   (m)          803.5    (f) LEVELING    3  
 RK0046
 RK0046.Superseded values are not recommended for survey control.
 RK0046
 RK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0046.See file dsdata.pdf to determine how the superseded data were derived.
 RK0046
 RK0046_MARKER: DB = BENCH MARK DISK
 RK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0046_STAMPING: D 193 1964
 RK0046_MARK LOGO: CGS
 RK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0046+STABILITY: SURFACE MOTION
 RK0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0046+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0046
 RK0046  HISTORY     - Date     Condition        Report By
 RK0046  HISTORY     - 1964     MONUMENTED       CGS
 RK0046  HISTORY     - 1965     GOOD             CGS
 RK0046  HISTORY     - 19990909 GOOD             USPSQD
 RK0046  HISTORY     - 20010915 GOOD             JCLS
 RK0046  HISTORY     - 20020415 GOOD             MIDT
 RK0046  HISTORY     - 20030728 GOOD             USPSQD
 RK0046  HISTORY     - 20060911 GOOD             USPSQD
 RK0046
 RK0046                          STATION DESCRIPTION
 RK0046
 RK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0046'1.8 MI W FROM CREIGHTON.
 RK0046'1.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATE
 RK0046'HIGHWAY M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 33,
 RK0046'T 46 N, R 16 W, ABOUT 0.25 MILE WEST OF MILEPOST 97, ABOUT SIX
 RK0046'33-FOOT RAILS EAST OF A SWITCH STAND AT THE JUNCTION OF SPUR
 RK0046'TRACK NUMBER 97, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RK0046'70 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF HARTMAN CAMP
 RK0046'ROAD, 51 FEET NORTH OF THE NORTH RAIL, 42 FEET EAST OF THE CENTER
 RK0046'LINE OF THE ROAD, 2 FEET EAST OF TELEPHONE POLE NUMBER 3596,
 RK0046'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RK0046'TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 RK0046'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RK0046
 RK0046                          STATION RECOVERY (1965)
 RK0046
 RK0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RK0046'THE STATION IS ABOUT 17-1/2 MILES WEST OF SENEY, 7-1/2 MILES EAST OF
 RK0046'SHINGLETON AND ON ROAD RIGHT-OF-WAY PROPERTY.
 RK0046'
 RK0046'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 77 AND
 RK0046'28 IN SENEY, GO WEST ON STATE HIGHWAY 28 FOR 4.8 MILES TO A CONCRETE
 RK0046'BRIDGE OVER HOLLAND CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR
 RK0046'3.6 MILES TO A CONCRETE BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST
 RK0046'ON STATE HIGHWAY 28 FOR 7.1 MILES TO A CONCRETE BRIDGE OVER
 RK0046'CREIGHTON CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR 1.8 MILES
 RK0046'TO THE STATION.
 RK0046'
 RK0046'BENCH MARK D 193, A STANDARD BENCH MARK DISK STAMPED D 193 1964, IS
 RK0046'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 RK0046'SURFACE.  IT IS 51 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 RK0046'42 FEET EAST OF THE CENTER OF A GRADED ROAD, 2 FEET EAST OF A POWER
 RK0046'POLE AND 98 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28.
 RK0046'
 RK0046'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
 RK0046
 RK0046                          STATION RECOVERY (1999)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0046'RECOVERED IN GOOD CONDITION.
 RK0046
 RK0046                          STATION RECOVERY (2001)
 RK0046
 RK0046'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RK0046'RECOVERED AS DESCRIBED.
 RK0046
 RK0046                          STATION RECOVERY (2002)
 RK0046
 RK0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0046'NOTE--THE GRADED ROAD IS SIGNED 'HARTMAN ROAD'. 1.5 FT EAST OF
 RK0046'CARSONITE WITNESS POST AND REMIANS OF POWER POLE CUTOFF FLUSH WITH
 RK0046'GROUND.
 RK0046
 RK0046                          STATION RECOVERY (2003)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0046'RECOVERED IN GOOD CONDITION.
 RK0046
 RK0046                          STATION RECOVERY (2006)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0470 ***********************************************************************
 RJ0470  DESIGNATION -  D 194
 RJ0470  PID         -  RJ0470
 RJ0470  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0470  COUNTRY     -  US
 RJ0470  USGS QUAD   -  SENEY NW (2017)
 RJ0470
 RJ0470                         *CURRENT SURVEY CONTROL
 RJ0470  ______________________________________________________________________
 RJ0470* NAD 83(1986) POSITION- 46 23 19.     (N) 085 56 58.     (W)   SCALED
 RJ0470* NAVD 88 ORTHO HEIGHT -   230.492 (meters)      756.21  (feet) ADJUSTED
 RJ0470  ______________________________________________________________________
 RJ0470  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 RJ0470  DYNAMIC HEIGHT  -        230.508 (meters)      756.26  (feet) COMP
 RJ0470  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 RJ0470
 RJ0470  VERT ORDER      -  SECOND    CLASS 0
 RJ0470
 RJ0470.The horizontal coordinates were scaled from a map and have
 RJ0470.an estimated accuracy of +/- 6 seconds.
 RJ0470
 RJ0470.The orthometric height was determined by differential leveling and
 RJ0470.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0470.in June 1991.
 RJ0470
 RJ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0470.GEOID18 height accuracy estimate available here.
 RJ0470
 RJ0470.Click photographs - Photos may exist for this station.
 RJ0470
 RJ0470.The dynamic height is computed by dividing the NAVD 88
 RJ0470.geopotential number by the normal gravity value computed on the
 RJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0470.degrees latitude (g = 980.6199 gals.).
 RJ0470
 RJ0470.The modeled gravity was interpolated from observed gravity values.
 RJ0470
 RJ0470;                    North         East    Units  Estimated Accuracy
 RJ0470;SPC MI N     -   178,950.    8,080,800.      MT  (+/- 180 meters Scaled)
 RJ0470
 RJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES807377(NAD 83)
 RJ0470
 RJ0470                          SUPERSEDED SURVEY CONTROL
 RJ0470
 RJ0470  NGVD 29 (??/??/92)  230.458  (m)          756.09   (f) ADJ UNCH    2 0
 RJ0470
 RJ0470.Superseded values are not recommended for survey control.
 RJ0470
 RJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0470.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0470
 RJ0470_MARKER: DB = BENCH MARK DISK
 RJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0470_STAMPING: D 194 1964
 RJ0470_MARK LOGO: CGS
 RJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0470+STABILITY: SURFACE MOTION
 RJ0470
 RJ0470  HISTORY     - Date     Condition        Report By
 RJ0470  HISTORY     - 1964     MONUMENTED       CGS
 RJ0470  HISTORY     - 19990909 GOOD             USPSQD
 RJ0470
 RJ0470                          STATION DESCRIPTION
 RJ0470
 RJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0470'3 MI N FROM SENEY.
 RJ0470'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY M 77 FROM THE JUNCTION
 RJ0470'OF STATE HIGHWAY M 28 AT SENEY, IN S 17, T 46 N, R 13 W, ABOUT
 RJ0470'0.35 MILE SOUTH OF THE JUNCTION OF A SAND ROAD LEADING NORTHWEST
 RJ0470'TO SUNKEN LAKE AND RESERVOIR DAM ROAD, 80 FEET WEST OF THE
 RJ0470'CENTER LINE OF THE HIGHWAY, 4 1/2 FEET SOUTH OF TELEPHONE POLE
 RJ0470'NUMBER 87 AND IN LINE WITH A ROW OF POLES, AT THE NORTH END
 RJ0470'OF A 6-FOOT HIGH CUT THROUGH A SANDY KNOLL, 1.3 FEET EAST OF
 RJ0470'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 RJ0470'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0470
 RJ0470                          STATION RECOVERY (1999)
 RJ0470
 RJ0470'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0372 ***********************************************************************
 RJ0372  DESIGNATION -  D 196
 RJ0372  PID         -  RJ0372
 RJ0372  STATE/COUNTY-  MI/LUCE
 RJ0372  COUNTRY     -  US
 RJ0372  USGS QUAD   -  ROY LAKE (2017)
 RJ0372
 RJ0372                         *CURRENT SURVEY CONTROL
 RJ0372  ______________________________________________________________________
 RJ0372* NAD 83(1986) POSITION- 46 26 59.     (N) 085 28 14.     (W)   SCALED
 RJ0372* NAVD 88 ORTHO HEIGHT -   237.521 (meters)      779.27  (feet) ADJUSTED
 RJ0372  ______________________________________________________________________
 RJ0372  GEOID HEIGHT    -        -35.655 (meters)                     GEOID18
 RJ0372  DYNAMIC HEIGHT  -        237.536 (meters)      779.32  (feet) COMP
 RJ0372  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0372
 RJ0372  VERT ORDER      -  SECOND    CLASS 0
 RJ0372
 RJ0372.The horizontal coordinates were scaled from a map and have
 RJ0372.an estimated accuracy of +/- 6 seconds.
 RJ0372
 RJ0372.The orthometric height was determined by differential leveling and
 RJ0372.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0372.in June 1991.
 RJ0372
 RJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0372.GEOID18 height accuracy estimate available here.
 RJ0372
 RJ0372.Click photographs - Photos may exist for this station.
 RJ0372
 RJ0372.The dynamic height is computed by dividing the NAVD 88
 RJ0372.geopotential number by the normal gravity value computed on the
 RJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0372.degrees latitude (g = 980.6199 gals.).
 RJ0372
 RJ0372.The modeled gravity was interpolated from observed gravity values.
 RJ0372
 RJ0372;                    North         East    Units  Estimated Accuracy
 RJ0372;SPC MI N     -   186,340.    8,117,490.      MT  (+/- 180 meters Scaled)
 RJ0372
 RJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS174451(NAD 83)
 RJ0372
 RJ0372                          SUPERSEDED SURVEY CONTROL
 RJ0372
 RJ0372  NGVD 29 (??/??/92)  237.483  (m)          779.14   (f) ADJ UNCH    2 0
 RJ0372
 RJ0372.Superseded values are not recommended for survey control.
 RJ0372
 RJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0372
 RJ0372_MARKER: DB = BENCH MARK DISK
 RJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0372_STAMPING: D 196 1964
 RJ0372_MARK LOGO: CGS
 RJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0372+STABILITY: SURFACE MOTION
 RJ0372
 RJ0372  HISTORY     - Date     Condition        Report By
 RJ0372  HISTORY     - 1964     MONUMENTED       CGS
 RJ0372  HISTORY     - 20040920 GOOD             USPSQD
 RJ0372
 RJ0372                          STATION DESCRIPTION
 RJ0372
 RJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0372'7.3 MI NE FROM NEWBERRY.
 RJ0372'ABOUT 7.3 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE SOO
 RJ0372'LINE RAILROAD STATION AT NEWBERRY, IN S 30, T 47 N, R 9 W, ABOUT
 RJ0372'0.6 MILE NORTHEAST OF A 50-FOOT CONCRETE BRIDGE OVER THE AUGER
 RJ0372'RIVER, 133 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 RJ0372'SKYLINE TRUCK TRAIL LEADING EAST 109 FEET EAST OF THE CENTER
 RJ0372'LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF THE
 RJ0372'ROAD, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RJ0372'THE ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 RJ0372'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0372
 RJ0372                          STATION RECOVERY (2004)
 RJ0372
 RJ0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0561 ***********************************************************************
 RJ0561  DESIGNATION -  D 197
 RJ0561  PID         -  RJ0561
 RJ0561  STATE/COUNTY-  MI/ALGER
 RJ0561  COUNTRY     -  US
 RJ0561  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0561
 RJ0561                         *CURRENT SURVEY CONTROL
 RJ0561  ______________________________________________________________________
 RJ0561* NAD 83(1986) POSITION- 46 38 07.     (N) 085 55 37.     (W)   SCALED
 RJ0561* NAVD 88 ORTHO HEIGHT -   253.928 (meters)      833.10  (feet) ADJUSTED
 RJ0561  ______________________________________________________________________
 RJ0561  GEOID HEIGHT    -        -35.863 (meters)                     GEOID18
 RJ0561  DYNAMIC HEIGHT  -        253.947 (meters)      833.16  (feet) COMP
 RJ0561  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 RJ0561
 RJ0561  VERT ORDER      -  SECOND    CLASS 0
 RJ0561
 RJ0561.The horizontal coordinates were scaled from a map and have
 RJ0561.an estimated accuracy of +/- 6 seconds.
 RJ0561
 RJ0561.The orthometric height was determined by differential leveling and
 RJ0561.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0561.in June 1991.
 RJ0561
 RJ0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0561.GEOID18 height accuracy estimate available here.
 RJ0561
 RJ0561.Click photographs - Photos may exist for this station.
 RJ0561
 RJ0561.The dynamic height is computed by dividing the NAVD 88
 RJ0561.geopotential number by the normal gravity value computed on the
 RJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0561.degrees latitude (g = 980.6199 gals.).
 RJ0561
 RJ0561.The modeled gravity was interpolated from observed gravity values.
 RJ0561
 RJ0561;                    North         East    Units  Estimated Accuracy
 RJ0561;SPC MI N     -   206,390.    8,082,160.      MT  (+/- 180 meters Scaled)
 RJ0561
 RJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES821651(NAD 83)
 RJ0561
 RJ0561                          SUPERSEDED SURVEY CONTROL
 RJ0561
 RJ0561  NGVD 29 (??/??/92)  253.887  (m)          832.96   (f) ADJ UNCH    2 0
 RJ0561
 RJ0561.Superseded values are not recommended for survey control.
 RJ0561
 RJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0561.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0561
 RJ0561_MARKER: DB = BENCH MARK DISK
 RJ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0561_STAMPING: D 197 1964
 RJ0561_MARK LOGO: CGS
 RJ0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0561+STABILITY: SURFACE MOTION
 RJ0561
 RJ0561  HISTORY     - Date     Condition        Report By
 RJ0561  HISTORY     - 1964     MONUMENTED       CGS
 RJ0561  HISTORY     - 19930605 GOOD             LOCENG
 RJ0561
 RJ0561                          STATION DESCRIPTION
 RJ0561
 RJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0561'4.7 MI SE FROM GRAND MARAIS.
 RJ0561'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0561'AT GRAND MARAIS, THENCE 2.2 MILES SOUTH ALONG COUNTY ROAD 709,
 RJ0561'OR 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0561'CHURCH AT GRAND MARAIS, THENCE 4.0 MILES EAST AND SOUTH ALONG
 RJ0561'COUNTY ROADS 714 AND 703, IN S 22, T 49 N, R 13 W, AT A
 RJ0561'RIGHT-ANGLE TURN TO THE SOUTH IN COUNTY ROAD 703 AT THE JUNCTION
 RJ0561'OF COUNTY ROAD 703 AND COUNTY ROAD 709 LEADING NORTH, 101 FEET
 RJ0561'NORTHEAST OF THE CENTER LINE OF THE CURVE IN COUNTY ROAD 703,
 RJ0561'41 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 703 EXTENDED TO
 RJ0561'THE EAST, 20 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 709,
 RJ0561'1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0561'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0561
 RJ0561                          STATION RECOVERY (1993)
 RJ0561
 RJ0561'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0561'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0322 ***********************************************************************
 RJ0322  DESIGNATION -  D 198
 RJ0322  PID         -  RJ0322
 RJ0322  STATE/COUNTY-  MI/LUCE
 RJ0322  COUNTRY     -  US
 RJ0322  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0322
 RJ0322                         *CURRENT SURVEY CONTROL
 RJ0322  ______________________________________________________________________
 RJ0322* NAD 83(1986) POSITION- 46 39 04.     (N) 085 25 47.     (W)   SCALED
 RJ0322* NAVD 88 ORTHO HEIGHT -   215.418 (meters)      706.75  (feet) ADJUSTED
 RJ0322  ______________________________________________________________________
 RJ0322  GEOID HEIGHT    -        -36.197 (meters)                     GEOID18
 RJ0322  DYNAMIC HEIGHT  -        215.434 (meters)      706.80  (feet) COMP
 RJ0322  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 RJ0322
 RJ0322  VERT ORDER      -  SECOND    CLASS 0
 RJ0322
 RJ0322.The horizontal coordinates were scaled from a map and have
 RJ0322.an estimated accuracy of +/- 6 seconds.
 RJ0322
 RJ0322.The orthometric height was determined by differential leveling and
 RJ0322.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0322.in June 1991.
 RJ0322
 RJ0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0322.GEOID18 height accuracy estimate available here.
 RJ0322
 RJ0322.Click photographs - Photos may exist for this station.
 RJ0322
 RJ0322.The dynamic height is computed by dividing the NAVD 88
 RJ0322.geopotential number by the normal gravity value computed on the
 RJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0322.degrees latitude (g = 980.6199 gals.).
 RJ0322
 RJ0322.The modeled gravity was interpolated from observed gravity values.
 RJ0322
 RJ0322;                    North         East    Units  Estimated Accuracy
 RJ0322;SPC MI N     -   208,790.    8,120,190.      MT  (+/- 180 meters Scaled)
 RJ0322
 RJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS201675(NAD 83)
 RJ0322
 RJ0322                          SUPERSEDED SURVEY CONTROL
 RJ0322
 RJ0322  NGVD 29 (??/??/92)  215.377  (m)          706.62   (f) ADJ UNCH    2 0
 RJ0322
 RJ0322.Superseded values are not recommended for survey control.
 RJ0322
 RJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0322.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0322
 RJ0322_MARKER: DB = BENCH MARK DISK
 RJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0322_STAMPING: D 198 1964
 RJ0322_MARK LOGO: CGS
 RJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0322+STABILITY: SURFACE MOTION
 RJ0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0322+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2010
 RJ0322
 RJ0322  HISTORY     - Date     Condition        Report By
 RJ0322  HISTORY     - 1964     MONUMENTED       CGS
 RJ0322  HISTORY     - 20101023 GOOD             MIDT
 RJ0322
 RJ0322                          STATION DESCRIPTION
 RJ0322
 RJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0322'14 MI SE FROM DEER PARK.
 RJ0322'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0322'LODGE AT DEER PARK, THENCE 11.2 MILES EAST ALONG COUNTY ROADS
 RJ0322'410, 412 AND 414, IN S 16, T 49 N, R 9 W, ON THE OUTSIDE OF A
 RJ0322'CURVE, ABOUT 1.2 MILES EAST OF THE JUNCTION OF COUNTY ROADS 412
 RJ0322'AND 414, AT THE JUNCTION OF AN OLD LOGGING ROAD LEADING NORTH,
 RJ0322'41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET WEST OF
 RJ0322'THE CENTER LINE OF THE LOGGING ROAD, 1.5 FEET SOUTHWEST OF A
 RJ0322'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 RJ0322'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0322
 RJ0322                          STATION RECOVERY (2010)
 RJ0322
 RJ0322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 RJ0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0551 ***********************************************************************
 RJ0551  DESIGNATION -  D 199
 RJ0551  PID         -  RJ0551
 RJ0551  STATE/COUNTY-  MI/LUCE
 RJ0551  COUNTRY     -  US
 RJ0551  USGS QUAD   -  GRAND MARAIS NE (2017)
 RJ0551
 RJ0551                         *CURRENT SURVEY CONTROL
 RJ0551  ______________________________________________________________________
 RJ0551* NAD 83(1986) POSITION- 46 40 35.3    (N) 085 46 37.3    (W)   HD_HELD2
 RJ0551* NAVD 88 ORTHO HEIGHT -   188.696 (meters)      619.08  (feet) ADJUSTED
 RJ0551  ______________________________________________________________________
 RJ0551  GEOID HEIGHT    -        -36.025 (meters)                     GEOID18
 RJ0551  DYNAMIC HEIGHT  -        188.714 (meters)      619.14  (feet) COMP
 RJ0551  MODELED GRAVITY -    980,704.8   (mgal)                       NAVD 88
 RJ0551
 RJ0551  VERT ORDER      -  SECOND    CLASS 0
 RJ0551
 RJ0551.The horizontal coordinates were established by autonomous hand held GPS
 RJ0551.observations and have an estimated accuracy of +/- 10 meters.
 RJ0551
 RJ0551.The orthometric height was determined by differential leveling and
 RJ0551.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0551.in June 1991.
 RJ0551
 RJ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0551.GEOID18 height accuracy estimate available here.
 RJ0551
 RJ0551.Click photographs - Photos may exist for this station.
 RJ0551
 RJ0551.The dynamic height is computed by dividing the NAVD 88
 RJ0551.geopotential number by the normal gravity value computed on the
 RJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0551.degrees latitude (g = 980.6199 gals.).
 RJ0551
 RJ0551.The modeled gravity was interpolated from observed gravity values.
 RJ0551
 RJ0551;                    North         East    Units  Estimated Accuracy
 RJ0551;SPC MI N     -   211,135.    8,093,564.      MT  (+/- 10 meters HH2 GPS)
 RJ0551
 RJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9353669938(NAD 83)
 RJ0551
 RJ0551                          SUPERSEDED SURVEY CONTROL
 RJ0551
 RJ0551  NGVD 29 (??/??/92)  188.660  (m)          618.96   (f) ADJ UNCH    2 0
 RJ0551
 RJ0551.Superseded values are not recommended for survey control.
 RJ0551
 RJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0551.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0551
 RJ0551_MARKER: DB = BENCH MARK DISK
 RJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0551_STAMPING: D 199 1964
 RJ0551_MARK LOGO: CGS
 RJ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0551+STABILITY: SURFACE MOTION
 RJ0551
 RJ0551  HISTORY     - Date     Condition        Report By
 RJ0551  HISTORY     - 1964     MONUMENTED       CGS
 RJ0551
 RJ0551                          STATION DESCRIPTION
 RJ0551
 RJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0551'10.5 MI E FROM GRAND MARAIS.
 RJ0551'ABOUT 10.5 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0551'HIGH SCHOOL AT GRAND MARAIS, IN S 2, T 49 N, R 12 W, ABOUT
 RJ0551'1.0 MILE WEST OF THE JUNCTION OF THE DRIVE LEADING NORTHWEST
 RJ0551'TO THE LAKE SUPERIOR CAMP GROUNDS, AT THE EAST END OF A SHORT
 RJ0551'S-CURVE, AT THE JUNCTION OF AN ABANDONED ROAD LEADING NORTH,
 RJ0551'39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF
 RJ0551'THE CENTER LINE OF THE OLD ROAD, 1.7 FEET EAST OF A METAL WITNESS
 RJ0551'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0551'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0145 ***********************************************************************
 NF0145  DESIGNATION -  D 20
 NF0145  PID         -  NF0145
 NF0145  STATE/COUNTY-  MI/WASHTENAW
 NF0145  COUNTRY     -  US
 NF0145  USGS QUAD   -  CHELSEA (2017)
 NF0145
 NF0145                         *CURRENT SURVEY CONTROL
 NF0145  ______________________________________________________________________
 NF0145* NAD 83(1986) POSITION- 42 18 09.     (N) 084 04 09.     (W)   SCALED
 NF0145* NAVD 88 ORTHO HEIGHT -   289.142 (meters)      948.63  (feet) ADJUSTED
 NF0145  ______________________________________________________________________
 NF0145  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 NF0145  DYNAMIC HEIGHT  -        289.047 (meters)      948.32  (feet) COMP
 NF0145  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 NF0145
 NF0145  VERT ORDER      -  FIRST     CLASS II
 NF0145
 NF0145.The horizontal coordinates were scaled from a map and have
 NF0145.an estimated accuracy of +/- 6 seconds.
 NF0145
 NF0145.The orthometric height was determined by differential leveling and
 NF0145.adjusted by the NATIONAL GEODETIC SURVEY
 NF0145.in June 1991.
 NF0145
 NF0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0145.GEOID18 height accuracy estimate available here.
 NF0145
 NF0145.Click photographs - Photos may exist for this station.
 NF0145
 NF0145.The dynamic height is computed by dividing the NAVD 88
 NF0145.geopotential number by the normal gravity value computed on the
 NF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0145.degrees latitude (g = 980.6199 gals.).
 NF0145
 NF0145.The modeled gravity was interpolated from observed gravity values.
 NF0145
 NF0145;                    North         East    Units  Estimated Accuracy
 NF0145;SPC MI S     -    89,180.    4,024,530.      MT  (+/- 180 meters Scaled)
 NF0145
 NF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM415875(NAD 83)
 NF0145
 NF0145                          SUPERSEDED SURVEY CONTROL
 NF0145
 NF0145  NGVD 29 (??/??/92)  289.262  (m)          949.02   (f) ADJ UNCH    1 2
 NF0145
 NF0145.Superseded values are not recommended for survey control.
 NF0145
 NF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0145.See file dsdata.pdf to determine how the superseded data were derived.
 NF0145
 NF0145_MARKER: DB = BENCH MARK DISK
 NF0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0145_STAMPING: ELEV 949.020 FT D 20 1916
 NF0145_MARK LOGO: CGS
 NF0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0145+STABILITY: SURFACE MOTION
 NF0145
 NF0145  HISTORY     - Date     Condition        Report By
 NF0145  HISTORY     - 1916     MONUMENTED       CGS
 NF0145  HISTORY     - 1934     MARK NOT FOUND   CGS
 NF0145  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0145  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NF0145
 NF0145                          STATION DESCRIPTION
 NF0145
 NF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0145'2.9 MI W FROM CHELSEA.
 NF0145'2.9 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0145'STATION AT CHELSEA, WASHTENAW COUNTY, AT A ROAD CROSSING AND
 NF0145'10 YARDS NORTH OF THE EAST CATTLE GUARD.  A STANDARD DISK,
 NF0145'STAMPED D 20 1916 AND SET IN THE TOP OF A CONCRETE POST.
 NF0145
 NF0145                          STATION RECOVERY (1985)
 NF0145
 NF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0145'MARK NOT FOUND.
 NF0145
 NF0145                          STATION RECOVERY (1998)
 NF0145
 NF0145'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0279 ***********************************************************************
 QK0279  DESIGNATION -  D 200
 QK0279  PID         -  QK0279
 QK0279  STATE/COUNTY-  MI/MACKINAC
 QK0279  COUNTRY     -  US
 QK0279  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0279
 QK0279                         *CURRENT SURVEY CONTROL
 QK0279  ______________________________________________________________________
 QK0279* NAD 83(1986) POSITION- 45 52 20.     (N) 084 49 03.     (W)   SCALED
 QK0279* NAVD 88 ORTHO HEIGHT -   205.580 (meters)      674.47  (feet) ADJUSTED
 QK0279  ______________________________________________________________________
 QK0279  GEOID HEIGHT    -        -35.247 (meters)                     GEOID18
 QK0279  DYNAMIC HEIGHT  -        205.589 (meters)      674.50  (feet) COMP
 QK0279  MODELED GRAVITY -    980,654.1   (mgal)                       NAVD 88
 QK0279
 QK0279  VERT ORDER      -  FIRST     CLASS 0
 QK0279
 QK0279.The horizontal coordinates were scaled from a map and have
 QK0279.an estimated accuracy of +/- 6 seconds.
 QK0279
 QK0279.The orthometric height was determined by differential leveling and
 QK0279.adjusted by the NATIONAL GEODETIC SURVEY
 QK0279.in June 1991.
 QK0279
 QK0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0279.GEOID18 height accuracy estimate available here.
 QK0279
 QK0279.Click photographs - Photos may exist for this station.
 QK0279
 QK0279.The dynamic height is computed by dividing the NAVD 88
 QK0279.geopotential number by the normal gravity value computed on the
 QK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0279.degrees latitude (g = 980.6199 gals.).
 QK0279
 QK0279.The modeled gravity was interpolated from observed gravity values.
 QK0279
 QK0279;                    North         East    Units  Estimated Accuracy
 QK0279;SPC MI N     -   123,360.    8,169,420.      MT  (+/- 180 meters Scaled)
 QK0279
 QK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR693821(NAD 83)
 QK0279
 QK0279                          SUPERSEDED SURVEY CONTROL
 QK0279
 QK0279  NGVD 29 (??/??/92)  205.625  (m)          674.62   (f) ADJ UNCH    1 0
 QK0279
 QK0279.Superseded values are not recommended for survey control.
 QK0279
 QK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0279.See file dsdata.pdf to determine how the superseded data were derived.
 QK0279
 QK0279_MARKER: DB = BENCH MARK DISK
 QK0279_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0279+WITH SETTING: INFORMATION.
 QK0279_STAMPING: D 200 1972
 QK0279_MARK LOGO: CGS
 QK0279_PROJECTION: FLUSH
 QK0279_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0279+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0279
 QK0279  HISTORY     - Date     Condition        Report By
 QK0279  HISTORY     - 1972     MONUMENTED       NGS
 QK0279  HISTORY     - 19950702 GOOD             USPSQD
 QK0279  HISTORY     - 20010331 GOOD             NGS
 QK0279  HISTORY     - 20030606 GOOD             USPSQD
 QK0279  HISTORY     - 20060830 GOOD             USPSQD
 QK0279
 QK0279                          STATION DESCRIPTION
 QK0279
 QK0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0279'4.8 MI NW FROM ST IGNACE.
 QK0279'ABOUT 4.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0279'OVER I 75 AT ST IGNACE, IN SECTION 9, R 4 W., T 40 N, ON THE WEST
 QK0279'SLOPE OF A HILL, NEAR THE SOUTHEAST CORNER OF A SMALL CLEARING,
 QK0279'183 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT
 QK0279'UNDER THE HIGHWAY, 71 FEET NORTH OF THE CENTER LINE OF THE
 QK0279'HIGHWAY, 160 FEET WEST OF AN UNDERGROUND CABLE MARKER, 0.6 FOOT
 QK0279'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 QK0279'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QK0279'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QK0279'PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QK0279'DRIVEN TO REFUSAL AT A DEPTH OF 6.8 FEET.  SECTION 9, T40N, R4W.
 QK0279
 QK0279                          STATION RECOVERY (1995)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0279'RECOVERED IN GOOD CONDITION.
 QK0279
 QK0279                          STATION RECOVERY (2001)
 QK0279
 QK0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0279
 QK0279                          STATION RECOVERY (2003)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0279'RECOVERED IN GOOD CONDITION.
 QK0279
 QK0279                          STATION RECOVERY (2006)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0391 ***********************************************************************
 RJ0391  DESIGNATION -  D 201
 RJ0391  PID         -  RJ0391
 RJ0391  STATE/COUNTY-  MI/MACKINAC
 RJ0391  COUNTRY     -  US
 RJ0391  USGS QUAD   -  EPOUFETTE (2017)
 RJ0391
 RJ0391                         *CURRENT SURVEY CONTROL
 RJ0391  ______________________________________________________________________
 RJ0391* NAD 83(1986) POSITION- 46 03 50.2    (N) 085 10 31.5    (W)   HD_HELD2
 RJ0391* NAVD 88 ORTHO HEIGHT -   214.590 (meters)      704.03  (feet) ADJUSTED
 RJ0391  ______________________________________________________________________
 RJ0391  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 RJ0391  DYNAMIC HEIGHT  -        214.604 (meters)      704.08  (feet) COMP
 RJ0391  MODELED GRAVITY -    980,676.0   (mgal)                       NAVD 88
 RJ0391
 RJ0391  VERT ORDER      -  FIRST     CLASS 0
 RJ0391
 RJ0391.The horizontal coordinates were established by autonomous hand held GPS
 RJ0391.observations and have an estimated accuracy of +/- 10 meters.
 RJ0391
 RJ0391.The orthometric height was determined by differential leveling and
 RJ0391.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0391.in June 1991.
 RJ0391
 RJ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0391.GEOID18 height accuracy estimate available here.
 RJ0391
 RJ0391.Click photographs - Photos may exist for this station.
 RJ0391
 RJ0391.The dynamic height is computed by dividing the NAVD 88
 RJ0391.geopotential number by the normal gravity value computed on the
 RJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0391.degrees latitude (g = 980.6199 gals.).
 RJ0391
 RJ0391.The modeled gravity was interpolated from observed gravity values.
 RJ0391
 RJ0391;                    North         East    Units  Estimated Accuracy
 RJ0391;SPC MI N     -   143,957.    8,141,150.      MT  (+/- 10 meters HH2 GPS)
 RJ0391
 RJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4111802770(NAD 83)
 RJ0391
 RJ0391                          SUPERSEDED SURVEY CONTROL
 RJ0391
 RJ0391  NGVD 29 (??/??/92)  214.630  (m)          704.17   (f) ADJ UNCH    1 0
 RJ0391
 RJ0391.Superseded values are not recommended for survey control.
 RJ0391
 RJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0391.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0391
 RJ0391_MARKER: DB = BENCH MARK DISK
 RJ0391_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0391_STAMPING: D 201 1972
 RJ0391_MARK LOGO: CGS
 RJ0391_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0391_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0391+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2017
 RJ0391
 RJ0391  HISTORY     - Date     Condition        Report By
 RJ0391  HISTORY     - 1972     MONUMENTED       NGS
 RJ0391  HISTORY     - 19950814 GOOD             USPSQD
 RJ0391  HISTORY     - 20030606 GOOD             USPSQD
 RJ0391  HISTORY     - 20060830 GOOD             USPSQD
 RJ0391  HISTORY     - 20170714 GOOD             MIDT
 RJ0391
 RJ0391                          STATION DESCRIPTION
 RJ0391
 RJ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0391'7 MI NW FROM BREVORT.
 RJ0391'ABOUT 7.05 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0391'LUTHERAN CHURCH AT BREVORT, ABOUT 90 YARDS NORTH OF THE CENTER
 RJ0391'OF THE JUNCTION OF THE HIGHWAY AND PASQUIN CREEK ROAD LEADING
 RJ0391'NORTH, (COUNTY ROAD 722), AT THE SOUTHEAST CORNER OF THE
 RJ0391'EPOUFETTE CEMETERY, 245 FEET NORTH OF THE CENTER LINE OF THE
 RJ0391'HIGHWAY, 40 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 RJ0391'NORTH, 28 FEET WEST OF THE CENTER LINE OF THE CEMETERY FENCE,
 RJ0391'0.5 FOOT SOUTH OF THE EAST-WEST FENCE LINE FOR CEMETERY, 0.5
 RJ0391'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RJ0391'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 RJ0391'ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE
 RJ0391'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 RJ0391'SECTION 4, T 42 N, R 7 W.
 RJ0391
 RJ0391                          STATION RECOVERY (1995)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0391'RECOVERED IN GOOD CONDITION.
 RJ0391
 RJ0391                          STATION RECOVERY (2003)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0391'RECOVERED IN GOOD CONDITION.
 RJ0391
 RJ0391                          STATION RECOVERY (2006)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0391'RECOVERED IN GOOD CONDITION.
 RJ0391
 RJ0391                          STATION RECOVERY (2017)
 RJ0391
 RJ0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 RJ0391'THE MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF THE EPOUFETTE
 RJ0391'CEMETERY, 44 FT (13.4 M) WEST OF THE CENTERLINE OF THE CENTERLINE OF
 RJ0391'PAQUIN CREEK ROAD (COUNTY ROAD 722), 29.2 FT (8.9 M) WEST OF THE
 RJ0391'SOUTHEAST CORNER OF THE CHAIN LINK CEMETERY FENCE, 0.4 FT (12 CM)
 RJ0391'SOUTH OF CEMETERY FENCE AND 0.3 FT (9 CM) SOUTH OF A METAL WITNESS
 RJ0391'POST.  THE ROD AND DISK ARE ENCASED BY A 4 INCH DIAMETER METAL PIPE
 RJ0391'THAT PROJECTS 0.2 FT (6 CM) ABOVE THE GROUND.  THE DISK IS 0.07 FT (2
 RJ0391'CM) BELOW THE TOP OF THE PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0510 ***********************************************************************
 RJ0510  DESIGNATION -  D 202
 RJ0510  PID         -  RJ0510
 RJ0510  STATE/COUNTY-  MI/MACKINAC
 RJ0510  COUNTRY     -  US
 RJ0510  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0510
 RJ0510                         *CURRENT SURVEY CONTROL
 RJ0510  ______________________________________________________________________
 RJ0510* NAD 83(2011) POSITION- 46 06 01.79146(N) 085 45 47.38894(W)   NO CHECK
 RJ0510* NAD 83(2011) ELLIP HT-   196.158 (meters)        (06/27/12)   NO CHECK
 RJ0510* NAD 83(2011) EPOCH   -  2010.00
 RJ0510* NAVD 88 ORTHO HEIGHT -   231.086 (meters)      758.15  (feet) ADJUSTED
 RJ0510  ______________________________________________________________________
 RJ0510  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 RJ0510  NAD 83(2011) X  -    327,316.197 (meters)                     COMP
 RJ0510  NAD 83(2011) Y  - -4,418,306.403 (meters)                     COMP
 RJ0510  NAD 83(2011) Z  -  4,573,141.543 (meters)                     COMP
 RJ0510  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 RJ0510  DYNAMIC HEIGHT  -        231.098 (meters)      758.19  (feet) COMP
 RJ0510  MODELED GRAVITY -    980,661.6   (mgal)                       NAVD 88
 RJ0510
 RJ0510  VERT ORDER      -  FIRST     CLASS 0
 RJ0510
 RJ0510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0510  Standards:
 RJ0510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0510  -------------------------------------------------------------------
 RJ0510  NETWORK    1.74   2.98           0.80   0.59   1.52      0.06153141
 RJ0510  -------------------------------------------------------------------
 RJ0510  Click here for local accuracies and other accuracy information.
 RJ0510
 RJ0510.The horizontal coordinates were established by GPS observations
 RJ0510.and adjusted by the National Geodetic Survey in June 2012.
 RJ0510
 RJ0510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0510.been affixed to the stable North American tectonic plate. See 
 RJ0510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0510
 RJ0510.The horizontal coordinates are valid at the epoch date displayed above
 RJ0510.which is a decimal equivalence of Year/Month/Day.
 RJ0510
 RJ0510.No horizontal observational check was made to the station.
 RJ0510
 RJ0510.The orthometric height was determined by differential leveling and
 RJ0510.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0510.in June 1991.
 RJ0510
 RJ0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0510.GEOID18 height accuracy estimate available here.
 RJ0510
 RJ0510.Click photographs - Photos may exist for this station.
 RJ0510
 RJ0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0510
 RJ0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0510
 RJ0510.The ellipsoidal height was determined by GPS observations
 RJ0510.and is referenced to NAD 83.
 RJ0510
 RJ0510.The dynamic height is computed by dividing the NAVD 88
 RJ0510.geopotential number by the normal gravity value computed on the
 RJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0510.degrees latitude (g = 980.6199 gals.).
 RJ0510
 RJ0510.The modeled gravity was interpolated from observed gravity values.
 RJ0510
 RJ0510. The following values were computed from the NAD 83(2011) position.
 RJ0510
 RJ0510;                    North         East     Units Scale Factor Converg.
 RJ0510;SPC MI N     -   147,140.860 8,095,623.145   MT  0.99990801   +0 53 38.3
 RJ0510;SPC MI N     -   482,745.60 26,560,443.39   iFT  0.99990801   +0 53 38.3
 RJ0510;UTM  16      - 5,105,957.111   595,597.294   MT  0.99971234   +0 53 28.6
 RJ0510
 RJ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0510!SPC MI N     -   0.99996925  x   0.99990801  =   0.99987726
 RJ0510!UTM  16      -   0.99996925  x   0.99971234  =   0.99968160
 RJ0510
 RJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9559705957(NAD 83)
 RJ0510
 RJ0510                          SUPERSEDED SURVEY CONTROL
 RJ0510
 RJ0510  NAD 83(2007)-  46 06 01.79166(N)    085 45 47.38978(W) AD(2002.00) 1
 RJ0510  ELLIP H (05/16/11)  196.160  (m)                       GP(2002.00) 4 1
 RJ0510  NAVD 88             231.09   (m)          758.2    (f) LEVELING    3  
 RJ0510  NGVD 29 (??/??/92)  231.123  (m)          758.28   (f) ADJ UNCH    1 0
 RJ0510
 RJ0510.Superseded values are not recommended for survey control.
 RJ0510
 RJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0510.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0510
 RJ0510_MARKER: DB = BENCH MARK DISK
 RJ0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0510_STAMPING: D 202 1972
 RJ0510_MARK LOGO: CGS
 RJ0510_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0510_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0510+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2020
 RJ0510
 RJ0510  HISTORY     - Date     Condition        Report By
 RJ0510  HISTORY     - 1972     MONUMENTED       NGS
 RJ0510  HISTORY     - 19950816 GOOD             USPSQD
 RJ0510  HISTORY     - 20021030 GOOD             MIDT
 RJ0510  HISTORY     - 20021111 GOOD             USPSQD
 RJ0510  HISTORY     - 20040416 GOOD             USPSQD
 RJ0510  HISTORY     - 20060915 GOOD             USPSQD
 RJ0510  HISTORY     - 20100513 GOOD             MIDT
 RJ0510  HISTORY     - 20201231 GOOD             PROFLN
 RJ0510
 RJ0510                          STATION DESCRIPTION
 RJ0510
 RJ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0510'3.5 MI W FROM GOULD CITY.
 RJ0510'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0510'OFFICE AT GOULD CITY, THENCE 3.15 MILES WEST ALONG U.S. HIGHWAY
 RJ0510'2, AT A SLIGHT RISE, 169 FEET SOUTH OF THE CENTER LINE OF THE
 RJ0510'HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD
 RJ0510'LEADING TO AN ABANDONED HOUSE, 10 1/2 FEET EAST OF POWER LINE
 RJ0510'POLE 1797 (MOST NORTHERLY ONE OF 2 POLES), 10 FEET WEST OF THE
 RJ0510'BASE OF A GUY WIRE, 0.8 FOOT NORTH OF A METAL WITNESS POST, 8
 RJ0510'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 RJ0510'OF A COPPER COATED STEEL ROD THAT PROJECTS 1 INCH ABOVE THE
 RJ0510'GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 3 INCHES
 RJ0510'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0510'AT A DEPTH OF 15 FEET.  SEC 26, T 43 N, R 12 W.
 RJ0510
 RJ0510                          STATION RECOVERY (1995)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2002)
 RJ0510
 RJ0510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0510'RECOVERED AS DESCRIBED
 RJ0510
 RJ0510                          STATION RECOVERY (2002)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2004)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2006)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2010)
 RJ0510
 RJ0510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0510'RECOVERED AS DESCRIBED.
 RJ0510
 RJ0510                          STATION RECOVERY (2020)
 RJ0510
 RJ0510'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0510'THE 1972 DESCRIPTION IS ADEQUATE TO LOCATE THE STATION, WITH THE
 RJ0510'FOLLOWING NOTES: POWER POLE 1797 HAS BEEN RENUMBERED AS CS4/20 AND
 RJ0510'THERE IS NO GUY WIRE.  THE ABANDONED HOUSE IS GONE, A LARGE WOODEN
 RJ0510'BARN STYLE SHED IS ON THE PROPERTY.
 RJ0510'
 RJ0510'THE MARK IS LOCATED IN THE POWER LINE CLEARING OF THREE (3) EAST-WEST
 RJ0510'POWER POLE LINES.  THE MARK IS BELOW THE CENTER POWER LINE, 10.9 FT
 RJ0510'(3.3 M) EAST OF THE CENTER OF WOODEN POWER POLE CS4/20, APPROXIMATELY
 RJ0510'93 FT (28.3 M) WEST OF THE CENTER OF THE DRIVE LEADING SOUTH TO
 RJ0510'PROPERTY W17671 AND 0.6 FT (18 CM) NORTH OF A METAL WITNESS POST.
 RJ0510'MARK IS ENCASED BY A 6 INCH (15 CM) DIAMETER METAL PIPE THAT PROJECTS
 RJ0510'0.25 FT (8 CM) ABOVE THE GROUND.  DISK IS RECESSED 0.10 FT (3 CM)
 RJ0510'BELOW THE TOP OF METAL PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0037 ***********************************************************************
 QL0037  DESIGNATION -  D 203
 QL0037  PID         -  QL0037
 QL0037  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0037  COUNTRY     -  US
 QL0037  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0037
 QL0037                         *CURRENT SURVEY CONTROL
 QL0037  ______________________________________________________________________
 QL0037* NAD 83(1986) POSITION- 45 58 43.     (N) 086 08 22.     (W)   SCALED
 QL0037* NAVD 88 ORTHO HEIGHT -   200.734 (meters)      658.57  (feet) ADJUSTED
 QL0037  ______________________________________________________________________
 QL0037  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 QL0037  DYNAMIC HEIGHT  -        200.741 (meters)      658.60  (feet) COMP
 QL0037  MODELED GRAVITY -    980,645.5   (mgal)                       NAVD 88
 QL0037
 QL0037  VERT ORDER      -  FIRST     CLASS 0
 QL0037
 QL0037.The horizontal coordinates were scaled from a map and have
 QL0037.an estimated accuracy of +/- 6 seconds.
 QL0037
 QL0037.The orthometric height was determined by differential leveling and
 QL0037.adjusted by the NATIONAL GEODETIC SURVEY
 QL0037.in June 1991.
 QL0037
 QL0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0037.GEOID18 height accuracy estimate available here.
 QL0037
 QL0037.Click photographs - Photos may exist for this station.
 QL0037
 QL0037.The dynamic height is computed by dividing the NAVD 88
 QL0037.geopotential number by the normal gravity value computed on the
 QL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0037.degrees latitude (g = 980.6199 gals.).
 QL0037
 QL0037.The modeled gravity was interpolated from observed gravity values.
 QL0037
 QL0037;                    North         East    Units  Estimated Accuracy
 QL0037;SPC MI N     -   133,210.    8,066,680.      MT  (+/- 180 meters Scaled)
 QL0037
 QL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER666920(NAD 83)
 QL0037
 QL0037                          SUPERSEDED SURVEY CONTROL
 QL0037
 QL0037  NGVD 29 (??/??/92)  200.767  (m)          658.68   (f) ADJ UNCH    1 0
 QL0037
 QL0037.Superseded values are not recommended for survey control.
 QL0037
 QL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0037.See file dsdata.pdf to determine how the superseded data were derived.
 QL0037
 QL0037_MARKER: DB = BENCH MARK DISK
 QL0037_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0037_STAMPING: D 203 1972
 QL0037_MARK LOGO: CGS
 QL0037_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0037
 QL0037  HISTORY     - Date     Condition        Report By
 QL0037  HISTORY     - 1972     MONUMENTED       NGS
 QL0037  HISTORY     - 1979     GOOD             MIDH
 QL0037  HISTORY     - 20010911 GOOD             MIDT
 QL0037  HISTORY     - 20040416 GOOD             USPSQD
 QL0037  HISTORY     - 20060918 GOOD             USPSQD
 QL0037
 QL0037                          STATION DESCRIPTION
 QL0037
 QL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0037'6.6 MI E FROM MANISTIQUE.
 QL0037'ABOUT 6.55 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0037'AT MANISTIQUE, AT THE NORTH CORNER OF A WOODED AREA, 75 FEET
 QL0037'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHWEST
 QL0037'OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 6 FEET
 QL0037'NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT SOUTHWEST
 QL0037'OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY
 QL0037'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 QL0037'2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 QL0037'PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0037'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 2, T 41N,
 QL0037'R 15W
 QL0037
 QL0037                          STATION RECOVERY (1979)
 QL0037
 QL0037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0037'RECOVERED IN GOOD CONDITION.
 QL0037
 QL0037                          STATION RECOVERY (2001)
 QL0037
 QL0037'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0037'STATION IS N52W, 0.65' OF A CARSONITE WITNESS POST.
 QL0037
 QL0037                          STATION RECOVERY (2004)
 QL0037
 QL0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0037'RECOVERED IN GOOD CONDITION.
 QL0037
 QL0037                          STATION RECOVERY (2006)
 QL0037
 QL0037'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0098 ***********************************************************************
 QL0098  DESIGNATION -  D 204
 QL0098  PID         -  QL0098
 QL0098  STATE/COUNTY-  MI/DELTA
 QL0098  COUNTRY     -  US
 QL0098  USGS QUAD   -  GARDEN CORNERS (2017)
 QL0098
 QL0098                         *CURRENT SURVEY CONTROL
 QL0098  ______________________________________________________________________
 QL0098* NAD 83(1986) POSITION- 45 54 00.     (N) 086 35 43.     (W)   SCALED
 QL0098* NAVD 88 ORTHO HEIGHT -   183.696 (meters)      602.68  (feet) ADJUSTED
 QL0098  ______________________________________________________________________
 QL0098  GEOID HEIGHT    -        -35.610 (meters)                     GEOID18
 QL0098  DYNAMIC HEIGHT  -        183.698 (meters)      602.68  (feet) COMP
 QL0098  MODELED GRAVITY -    980,623.4   (mgal)                       NAVD 88
 QL0098
 QL0098  VERT ORDER      -  FIRST     CLASS 0
 QL0098
 QL0098.The horizontal coordinates were scaled from a map and have
 QL0098.an estimated accuracy of +/- 6 seconds.
 QL0098
 QL0098.The orthometric height was determined by differential leveling and
 QL0098.adjusted by the NATIONAL GEODETIC SURVEY
 QL0098.in June 1991.
 QL0098
 QL0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0098.GEOID18 height accuracy estimate available here.
 QL0098
 QL0098.Click photographs - Photos may exist for this station.
 QL0098
 QL0098.The dynamic height is computed by dividing the NAVD 88
 QL0098.geopotential number by the normal gravity value computed on the
 QL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0098.degrees latitude (g = 980.6199 gals.).
 QL0098
 QL0098.The modeled gravity was interpolated from observed gravity values.
 QL0098
 QL0098;                    North         East    Units  Estimated Accuracy
 QL0098;SPC MI N     -   124,190.    8,031,410.      MT  (+/- 180 meters Scaled)
 QL0098
 QL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER313830(NAD 83)
 QL0098
 QL0098                          SUPERSEDED SURVEY CONTROL
 QL0098
 QL0098  NGVD 29 (??/??/92)  183.66   (m)          602.6    (f) COMPUTED    1 0
 QL0098
 QL0098.Superseded values are not recommended for survey control.
 QL0098
 QL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0098.See file dsdata.pdf to determine how the superseded data were derived.
 QL0098
 QL0098_MARKER: DB = BENCH MARK DISK
 QL0098_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QL0098+WITH SETTING: INFORMATION.
 QL0098_STAMPING: D 204 1972
 QL0098_MARK LOGO: CGS
 QL0098_PROJECTION: FLUSH
 QL0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0098+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0098
 QL0098  HISTORY     - Date     Condition        Report By
 QL0098  HISTORY     - 1972     MONUMENTED       NGS
 QL0098  HISTORY     - 20021113 GOOD             USPSQD
 QL0098  HISTORY     - 20050201 GOOD             MIDT
 QL0098  HISTORY     - 20060918 GOOD             USPSQD
 QL0098
 QL0098                          STATION DESCRIPTION
 QL0098
 QL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0098'6.2 MI W FROM COOKS.
 QL0098'ABOUT 6.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0098'COUNTY ROAD 442 AT COOKS, 98 1/2 FEET NORTH OF THE JUNCTION OF
 QL0098'COUNTY ROAD N 31 LEADING SOUTH, 107 FEET WEST OF THE CROSSING
 QL0098'OF A PRIVATE ROAD AND THE M, ST P AND S STE M RR, 27 FEET SOUTH
 QL0098'OF THE SOUTH RAIL OF THE TRACK, 78 FEET EAST OF RAILROAD MILEAGE
 QL0098'POST NO. 367.90, 9 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET
 QL0098'NORTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 QL0098'TRACK, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0098'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 QL0098'THE GROUND AND ENCASED IN A 6 INCH PIPE (METAL) THAT PROJECTS
 QL0098'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 QL0098'REFUSAL AT A DEPTH OF 5 1/2 FEET.  SECTION 31, T 41 N, R 18 W.
 QL0098
 QL0098                          STATION RECOVERY (2002)
 QL0098
 QL0098'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0098'RECOVERED IN GOOD CONDITION.
 QL0098
 QL0098                          STATION RECOVERY (2005)
 QL0098
 QL0098'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0098'RECOVERED IN GOOD CONDITION.
 QL0098
 QL0098                          STATION RECOVERY (2006)
 QL0098
 QL0098'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0197 ***********************************************************************
 QL0197  DESIGNATION -  D 205
 QL0197  PID         -  QL0197
 QL0197  STATE/COUNTY-  MI/DELTA
 QL0197  COUNTRY     -  US
 QL0197  USGS QUAD   -  GLADSTONE (2017)
 QL0197
 QL0197                         *CURRENT SURVEY CONTROL
 QL0197  ______________________________________________________________________
 QL0197* NAD 83(1986) POSITION- 45 47 58.     (N) 087 04 13.     (W)   SCALED
 QL0197* NAVD 88 ORTHO HEIGHT -   193.420 (meters)      634.58  (feet) ADJUSTED
 QL0197  ______________________________________________________________________
 QL0197  GEOID HEIGHT    -        -35.662 (meters)                     GEOID18
 QL0197  DYNAMIC HEIGHT  -        193.421 (meters)      634.58  (feet) COMP
 QL0197  MODELED GRAVITY -    980,614.1   (mgal)                       NAVD 88
 QL0197
 QL0197  VERT ORDER      -  FIRST     CLASS 0
 QL0197
 QL0197.The horizontal coordinates were scaled from a map and have
 QL0197.an estimated accuracy of +/- 6 seconds.
 QL0197
 QL0197.The orthometric height was determined by differential leveling and
 QL0197.adjusted by the NATIONAL GEODETIC SURVEY
 QL0197.in June 1991.
 QL0197
 QL0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0197.GEOID18 height accuracy estimate available here.
 QL0197
 QL0197.Click photographs - Photos may exist for this station.
 QL0197
 QL0197.The dynamic height is computed by dividing the NAVD 88
 QL0197.geopotential number by the normal gravity value computed on the
 QL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0197.degrees latitude (g = 980.6199 gals.).
 QL0197
 QL0197.The modeled gravity was interpolated from observed gravity values.
 QL0197
 QL0197;                    North         East    Units  Estimated Accuracy
 QL0197;SPC MI N     -   112,940.    7,994,540.      MT  (+/- 180 meters Scaled)
 QL0197
 QL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR945717(NAD 83)
 QL0197
 QL0197                          SUPERSEDED SURVEY CONTROL
 QL0197
 QL0197  NGVD 29 (??/??/92)  193.43   (m)          634.6    (f) COMPUTED    1 0
 QL0197
 QL0197.Superseded values are not recommended for survey control.
 QL0197
 QL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0197.See file dsdata.pdf to determine how the superseded data were derived.
 QL0197
 QL0197_MARKER: DB = BENCH MARK DISK
 QL0197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0197_STAMPING: D 205 1972
 QL0197_MARK LOGO: CGS
 QL0197_PROJECTION: FLUSH
 QL0197_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0197+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 QL0197
 QL0197  HISTORY     - Date     Condition        Report By
 QL0197  HISTORY     - 1972     MONUMENTED       NGS
 QL0197  HISTORY     - 20021003 GOOD             USPSQD
 QL0197  HISTORY     - 20050912 GOOD             USPSQD
 QL0197  HISTORY     - 20061213 GOOD             USPSQD
 QL0197  HISTORY     - 20090527 GOOD             MIDT
 QL0197
 QL0197                          STATION DESCRIPTION
 QL0197
 QL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0197'3.6 MI SW FROM GLADSTONE.
 QL0197'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0197'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0197'RAILROAD STATION AT GLADSTONE, 209 FEET NORTHWEST OF THE WEST
 QL0197'CORNER OF A CONCRETE RETAINING WALL FOR A CHICAGO AND
 QL0197'NORTHWESTERN RAILROAD OVERPASS OVER THE HIGHWAYS, 51 FEET
 QL0197'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHEAST OF TELEPHONE
 QL0197'POLE NO. 2610, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, 2
 QL0197'FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 QL0197'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 QL0197'GROUND AND ENCASED IN A 4 INCH IRON PIPE THAT IS FLUSH WITH THE
 QL0197'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 QL0197'OF 47 FEET.  SECTION 6, T 39 N, R 22 W.
 QL0197
 QL0197                          STATION RECOVERY (2002)
 QL0197
 QL0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0197'RECOVERED IN GOOD CONDITION.
 QL0197
 QL0197                          STATION RECOVERY (2005)
 QL0197
 QL0197'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0197'RECOVERED IN GOOD CONDITION.
 QL0197
 QL0197                          STATION RECOVERY (2006)
 QL0197
 QL0197'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0197'RECOVERED IN GOOD CONDITION.
 QL0197
 QL0197                          STATION RECOVERY (2009)
 QL0197
 QL0197'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QL0197'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0494 ***********************************************************************
 RJ0494  DESIGNATION -  D 206
 RJ0494  PID         -  RJ0494
 RJ0494  STATE/COUNTY-  MI/MACKINAC
 RJ0494  COUNTRY     -  US
 RJ0494  USGS QUAD   -  ENGADINE (2017)
 RJ0494
 RJ0494                         *CURRENT SURVEY CONTROL
 RJ0494  ______________________________________________________________________
 RJ0494* NAD 83(1986) POSITION- 46 06 04.     (N) 085 32 37.     (W)   SCALED
 RJ0494* NAVD 88 ORTHO HEIGHT -   190.521 (meters)      625.07  (feet) ADJUSTED
 RJ0494  ______________________________________________________________________
 RJ0494  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 RJ0494  DYNAMIC HEIGHT  -        190.532 (meters)      625.10  (feet) COMP
 RJ0494  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 RJ0494
 RJ0494  VERT ORDER      -  FIRST     CLASS 0
 RJ0494
 RJ0494.The horizontal coordinates were scaled from a map and have
 RJ0494.an estimated accuracy of +/- 6 seconds.
 RJ0494
 RJ0494.The orthometric height was determined by differential leveling and
 RJ0494.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0494.in June 1991.
 RJ0494
 RJ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0494.GEOID18 height accuracy estimate available here.
 RJ0494
 RJ0494.Click photographs - Photos may exist for this station.
 RJ0494
 RJ0494.The dynamic height is computed by dividing the NAVD 88
 RJ0494.geopotential number by the normal gravity value computed on the
 RJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0494.degrees latitude (g = 980.6199 gals.).
 RJ0494
 RJ0494.The modeled gravity was interpolated from observed gravity values.
 RJ0494
 RJ0494;                    North         East    Units  Estimated Accuracy
 RJ0494;SPC MI N     -   147,500.    8,112,590.      MT  (+/- 180 meters Scaled)
 RJ0494
 RJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS125063(NAD 83)
 RJ0494
 RJ0494                          SUPERSEDED SURVEY CONTROL
 RJ0494
 RJ0494  NGVD 29 (??/??/92)  190.560  (m)          625.20   (f) ADJ UNCH    1 0
 RJ0494
 RJ0494.Superseded values are not recommended for survey control.
 RJ0494
 RJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0494.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0494
 RJ0494_MARKER: DB = BENCH MARK DISK
 RJ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0494_STAMPING: D 206 1972
 RJ0494_MARK LOGO: CGS
 RJ0494_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0494
 RJ0494  HISTORY     - Date     Condition        Report By
 RJ0494  HISTORY     - 1972     MONUMENTED       NGS
 RJ0494  HISTORY     - 19950816 GOOD             USPSQD
 RJ0494  HISTORY     - 20010331 GOOD             NGS
 RJ0494  HISTORY     - 20021111 GOOD             USPSQD
 RJ0494  HISTORY     - 20040417 GOOD             USPSQD
 RJ0494  HISTORY     - 20060915 GOOD             USPSQD
 RJ0494
 RJ0494                          STATION DESCRIPTION
 RJ0494
 RJ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0494'4.6 MI W FROM NAUBINWAY.
 RJ0494'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0494'CHURCH AT NAUBINWAY, 71 FEET NORTH OF THE CENTER OF THE
 RJ0494'JUNCTION OF A NARROW CROOKED PRIVATE ROAD LEADING NORTH, 32 1/2
 RJ0494'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET
 RJ0494'NORTHWEST OF THE NORTHWEST TRUNK FOR TRIPPLE MAPLE TREE, 1 FOOT
 RJ0494'EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 RJ0494'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 RJ0494'THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 2 INCHES
 RJ0494'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0494'AT A DEPTH OF 26.9 FEET.
 RJ0494
 RJ0494                          STATION RECOVERY (1995)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2001)
 RJ0494
 RJ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0494
 RJ0494                          STATION RECOVERY (2002)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2004)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2006)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0233 ***********************************************************************
 QL0233  DESIGNATION -  D 207
 QL0233  PID         -  QL0233
 QL0233  STATE/COUNTY-  MI/DELTA
 QL0233  COUNTRY     -  US
 QL0233  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0233
 QL0233                         *CURRENT SURVEY CONTROL
 QL0233  ______________________________________________________________________
 QL0233* NAD 83(2011) POSITION- 45 36 37.15200(N) 087 13 07.79139(W)   ADJUSTED
 QL0233* NAD 83(2011) ELLIP HT-   143.291 (meters)        (06/27/12)   ADJUSTED
 QL0233* NAD 83(2011) EPOCH   -  2010.00
 QL0233* NAVD 88 ORTHO HEIGHT -   179.407 (meters)      588.60  (feet) ADJUSTED
 QL0233  ______________________________________________________________________
 QL0233  GEOID HEIGHT    -        -36.138 (meters)                     GEOID18
 QL0233  NAD 83(2011) X  -    216,865.563 (meters)                     COMP
 QL0233  NAD 83(2011) Y  - -4,464,209.387 (meters)                     COMP
 QL0233  NAD 83(2011) Z  -  4,535,157.204 (meters)                     COMP
 QL0233  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 QL0233  DYNAMIC HEIGHT  -        179.402 (meters)      588.59  (feet) COMP
 QL0233  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QL0233
 QL0233  VERT ORDER      -  FIRST     CLASS 0
 QL0233
 QL0233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QL0233  Standards:
 QL0233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QL0233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QL0233  -------------------------------------------------------------------
 QL0233  NETWORK    0.53   1.04           0.23   0.20   0.53      0.02598300
 QL0233  -------------------------------------------------------------------
 QL0233  Click here for local accuracies and other accuracy information.
 QL0233
 QL0233.The horizontal coordinates were established by GPS observations
 QL0233.and adjusted by the National Geodetic Survey in June 2012.
 QL0233
 QL0233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QL0233.been affixed to the stable North American tectonic plate. See 
 QL0233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QL0233
 QL0233.The horizontal coordinates are valid at the epoch date displayed above
 QL0233.which is a decimal equivalence of Year/Month/Day.
 QL0233
 QL0233.The orthometric height was determined by differential leveling and
 QL0233.adjusted by the NATIONAL GEODETIC SURVEY
 QL0233.in June 1991.
 QL0233
 QL0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0233.GEOID18 height accuracy estimate available here.
 QL0233
 QL0233.Click photographs - Photos may exist for this station.
 QL0233
 QL0233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0233
 QL0233.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0233
 QL0233.The ellipsoidal height was determined by GPS observations
 QL0233.and is referenced to NAD 83.
 QL0233
 QL0233.The dynamic height is computed by dividing the NAVD 88
 QL0233.geopotential number by the normal gravity value computed on the
 QL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0233.degrees latitude (g = 980.6199 gals.).
 QL0233
 QL0233.The modeled gravity was interpolated from observed gravity values.
 QL0233
 QL0233. The following values were computed from the NAD 83(2011) position.
 QL0233
 QL0233;                    North         East     Units Scale Factor Converg.
 QL0233;SPC MI N     -    91,939.513 7,982,930.535   MT  0.99997172   -0 09 29.4
 QL0233;SPC MI N     -   301,638.82 26,190,716.98   iFT  0.99997172   -0 09 29.4
 QL0233;UTM  16      - 5,050,776.139   482,936.859   MT  0.99960358   -0 09 23.0
 QL0233
 QL0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0233!SPC MI N     -   0.99997754  x   0.99997172  =   0.99994926
 QL0233!UTM  16      -   0.99997754  x   0.99960358  =   0.99958112
 QL0233
 QL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8293650776(NAD 83)
 QL0233
 QL0233                          SUPERSEDED SURVEY CONTROL
 QL0233
 QL0233  NAD 83(2007)-  45 36 37.15237(N)    087 13 07.79258(W) AD(2002.00) B
 QL0233  ELLIP H (02/24/11)  143.293  (m)                       GP(2002.00) 3 2
 QL0233  NAVD 88             179.41   (m)          588.6    (f) LEVELING    3  
 QL0233
 QL0233.Superseded values are not recommended for survey control.
 QL0233
 QL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0233.See file dsdata.pdf to determine how the superseded data were derived.
 QL0233
 QL0233_MARKER: DB = BENCH MARK DISK
 QL0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0233_STAMPING: D 207 1972
 QL0233_MARK LOGO: CGS
 QL0233_PROJECTION: FLUSH
 QL0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0233+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2020
 QL0233
 QL0233  HISTORY     - Date     Condition        Report By
 QL0233  HISTORY     - 1972     MONUMENTED       NGS
 QL0233  HISTORY     - 1990     GOOD             USPSQD
 QL0233  HISTORY     - 19910610 GOOD             USPSQD
 QL0233  HISTORY     - 20011025 GOOD             USPSQD
 QL0233  HISTORY     - 20030411 GOOD             USPSQD
 QL0233  HISTORY     - 20040913 GOOD             DAVWAN
 QL0233  HISTORY     - 20060406 GOOD             USPSQD
 QL0233  HISTORY     - 20090527 GOOD             MIDT
 QL0233  HISTORY     - 20200921 GOOD             TRIMEE
 QL0233
 QL0233                          STATION DESCRIPTION
 QL0233
 QL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0233'12.7 MI SW FROM ESCANABA.
 QL0233'ABOUT 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE
 QL0233'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.4 MILE
 QL0233'NORTHEAST OF A 10 FOOT BOX CULVERT UNDER THE HIGHWAY, AT A ROAD
 QL0233'INTERSECTION, 71 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 QL0233'HIGHWAY, 12 FEET NORTHEAST OF THE CENTERLINE OF DIM ROAD
 QL0233'LEADING NORTHWEST FROM THE HIGHWAY, 3 1/2 FEET SOUTHEAST OF A
 QL0233'FENCE LINE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 4 FEET
 QL0233'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0233'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 QL0233'THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0233'WAS DRIVEN TO A DEPTH OF 16 FEET.  SECTION 12, T37N, R24W.
 QL0233
 QL0233                          STATION RECOVERY (1990)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (1991)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2001)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2003)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2004)
 QL0233
 QL0233'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2006)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2009)
 QL0233
 QL0233'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QL0233'RECOVERED AS DESCRIBED.
 QL0233
 QL0233                          STATION RECOVERY (2020)
 QL0233
 QL0233'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 QL0233'MARK FOUND AS DESCRIBED.  METAL WITNESS POST N 05 W 0.90 FT (27 CM)
 QL0233'ADDED CARSONITE MARKER N 62 W 1.0 FT (0.3 M) NORTH 50 E 13.3 FT (4.1
 QL0233'M) FROM THE CENTERLINE OF A GRASS DRIVEWAY 72 FT (21.9 M) WEST OF THE
 QL0233'CENTERLINE OF M 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0430 ***********************************************************************
 QL0430  DESIGNATION -  D 208 RESET
 QL0430  PID         -  QL0430
 QL0430  STATE/COUNTY-  MI/MENOMINEE
 QL0430  COUNTRY     -  US
 QL0430  USGS QUAD   -  BIRCH CREEK (2017)
 QL0430
 QL0430                         *CURRENT SURVEY CONTROL
 QL0430  ______________________________________________________________________
 QL0430* NAD 83(1986) POSITION- 45 11 36.     (N) 087 32 47.     (W)   SCALED
 QL0430* NAVD 88 ORTHO HEIGHT -   177.82  (meters)      583.4   (feet) RESET
 QL0430  ______________________________________________________________________
 QL0430  GEOID HEIGHT    -        -37.055 (meters)                     GEOID18
 QL0430  VERT ORDER      -  THIRD
 QL0430
 QL0430.The horizontal coordinates were scaled from a map and have
 QL0430.an estimated accuracy of +/- 6 seconds.
 QL0430
 QL0430.The orthometric height was computed from unverified reset data.
 QL0430
 QL0430.No vertical observational check was made to the station.
 QL0430
 QL0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0430.GEOID18 height accuracy estimate available here.
 QL0430
 QL0430.Click photographs - Photos may exist for this station.
 QL0430
 QL0430;                    North         East    Units  Estimated Accuracy
 QL0430;SPC MI N     -    45,720.    7,957,060.      MT  (+/- 180 meters Scaled)
 QL0430
 QL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR570045(NAD 83)
 QL0430
 QL0430                          SUPERSEDED SURVEY CONTROL
 QL0430
 QL0430.No superseded survey control is available for this station.
 QL0430
 QL0430_MARKER: DV = VERTICAL CONTROL DISK
 QL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0430_STAMPING: D 208 RESET 1981
 QL0430_MARK LOGO: NGS
 QL0430_PROJECTION: FLUSH
 QL0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0430+STABILITY: SURFACE MOTION
 QL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0430+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 QL0430
 QL0430  HISTORY     - Date     Condition        Report By
 QL0430  HISTORY     - 1981     MONUMENTED       MIDH
 QL0430  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0430  HISTORY     - 19910821 GOOD             USPSQD
 QL0430  HISTORY     - 19940426 GOOD             MIDT
 QL0430  HISTORY     - 20040817 GOOD             WILCOX
 QL0430  HISTORY     - 20060409 GOOD             USPSQD
 QL0430
 QL0430                          STATION DESCRIPTION
 QL0430
 QL0430'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 QL0430'5.5 MI NE FROM MENOMINEE.
 QL0430'5.5 MILES NORTHEAST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION OF
 QL0430'U.S. HIGHWAY 41 IN MENOMINEE, ABOUT 0.8 MILE SOUTHWEST OF THE JUNCTION
 QL0430'OF BIRCH CREEK ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE CLUB HOUSE FOR
 QL0430'THE NORTH SHORE COUNTRY CLUB AND GULF COURSE, SET AT THE TREE LINE,
 QL0430'AND 65 FEET EAST OF THE CENTERLINE OF HIGHWAY, WITH A 3 FOOT FENCE
 QL0430'IRON ENCASED.
 QL0430'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QL0430
 QL0430                          STATION RECOVERY (1990)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0430'MARK NOT FOUND.
 QL0430
 QL0430                          STATION RECOVERY (1991)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0430'RECOVERED IN GOOD CONDITION.
 QL0430
 QL0430                          STATION RECOVERY (1994)
 QL0430
 QL0430'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0430'RECOVERED AS DESCRIBED.
 QL0430
 QL0430                          STATION RECOVERY (2004)
 QL0430
 QL0430'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0430'RECOVERED IN GOOD CONDITION.
 QL0430
 QL0430                          STATION RECOVERY (2006)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0704 ***********************************************************************
 NE0704  DESIGNATION -  D 21
 NE0704  PID         -  NE0704
 NE0704  STATE/COUNTY-  MI/WASHTENAW
 NE0704  COUNTRY     -  US
 NE0704  USGS QUAD   -  YPSILANTI EAST (2017)
 NE0704
 NE0704                         *CURRENT SURVEY CONTROL
 NE0704  ______________________________________________________________________
 NE0704* NAD 83(1986) POSITION- 42 14 50.     (N) 083 36 37.     (W)   SCALED
 NE0704* NAVD 88 ORTHO HEIGHT -   218.813 (meters)      717.89  (feet) ADJUSTED
 NE0704  ______________________________________________________________________
 NE0704  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 NE0704  DYNAMIC HEIGHT  -        218.744 (meters)      717.66  (feet) COMP
 NE0704  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 NE0704
 NE0704  VERT ORDER      -  FIRST     CLASS II
 NE0704
 NE0704.The horizontal coordinates were scaled from a map and have
 NE0704.an estimated accuracy of +/- 6 seconds.
 NE0704
 NE0704.The orthometric height was determined by differential leveling and
 NE0704.adjusted by the NATIONAL GEODETIC SURVEY
 NE0704.in June 1991.
 NE0704
 NE0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0704.GEOID18 height accuracy estimate available here.
 NE0704
 NE0704.Click photographs - Photos may exist for this station.
 NE0704
 NE0704.The dynamic height is computed by dividing the NAVD 88
 NE0704.geopotential number by the normal gravity value computed on the
 NE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0704.degrees latitude (g = 980.6199 gals.).
 NE0704
 NE0704.The modeled gravity was interpolated from observed gravity values.
 NE0704
 NE0704;                    North         East    Units  Estimated Accuracy
 NE0704;SPC MI S     -    83,280.    4,062,420.      MT  (+/- 180 meters Scaled)
 NE0704
 NE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG846805(NAD 83)
 NE0704
 NE0704                          SUPERSEDED SURVEY CONTROL
 NE0704
 NE0704  NGVD 29 (??/??/92)  218.938  (m)          718.30   (f) ADJ UNCH    1 2
 NE0704
 NE0704.Superseded values are not recommended for survey control.
 NE0704
 NE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0704.See file dsdata.pdf to determine how the superseded data were derived.
 NE0704
 NE0704_MARKER: DB = BENCH MARK DISK
 NE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0704_STAMPING: ELEV 718.299 FT D 21 1916
 NE0704_MARK LOGO: CGS
 NE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0704+STABILITY: SURFACE MOTION
 NE0704
 NE0704  HISTORY     - Date     Condition        Report By
 NE0704  HISTORY     - 1916     MONUMENTED       CGS
 NE0704  HISTORY     - 1953     GOOD             CGS
 NE0704  HISTORY     - 1966     MARK NOT FOUND   CGS
 NE0704
 NE0704                          STATION DESCRIPTION
 NE0704
 NE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NE0704'AT YPSILANTI.
 NE0704'AT YPSILANTI, WASHTENAW COUNTY, OPPOSITE THE EAST END OF THE NEW
 NE0704'YORK CENTRAL RAILROAD STATION, 85.3 FEET SOUTHWEST OF THE SOUTHWEST
 NE0704'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 52.5 FEET
 NE0704'SOUTHWEST OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 39.0 FEET
 NE0704'SOUTHEAST OF A 36-INCH OAK TREE, 10.0 FEET NORTHEAST OF THE
 NE0704'NORTHEAST CORNER OF A BRICK BUILDING.  A STANDARD DISK, STAMPED
 NE0704'ELEV. 718.299 FT. D 21 1916 AND SET IN THE TOP OF A CONCRETE POST
 NE0704'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NE0704
 NE0704                          STATION RECOVERY (1966)
 NE0704
 NE0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NE0704'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0170 ***********************************************************************
 RK0170  DESIGNATION -  D 22
 RK0170  PID         -  RK0170
 RK0170  STATE/COUNTY-  MI/MARQUETTE
 RK0170  COUNTRY     -  US
 RK0170  USGS QUAD   -  SANDS (2017)
 RK0170
 RK0170                         *CURRENT SURVEY CONTROL
 RK0170  ______________________________________________________________________
 RK0170* NAD 83(1986) POSITION- 46 22 48.     (N) 087 25 46.     (W)   SCALED
 RK0170* NAVD 88 ORTHO HEIGHT -   364.627 (meters)     1196.28  (feet) POSTED
 RK0170  ______________________________________________________________________
 RK0170  GEOID HEIGHT    -        -34.344 (meters)                     GEOID18
 RK0170  DYNAMIC HEIGHT  -        364.64  (meters)     1196.3   (feet) COMP
 RK0170  MODELED GRAVITY -    980,643.3   (mgal)                       NAVD 88
 RK0170
 RK0170  VERT ORDER      -  * POSTED, SEE BELOW
 RK0170
 RK0170.The horizontal coordinates were scaled from a map and have
 RK0170.an estimated accuracy of +/- 6 seconds.
 RK0170
 RK0170.The orthometric height was determined by differential leveling
 RK0170.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0170
 RK0170.* This is a POSTED BENCH MARK height.
 RK0170
 RK0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0170.GEOID18 height accuracy estimate available here.
 RK0170
 RK0170.Click photographs - Photos may exist for this station.
 RK0170
 RK0170.The dynamic height is computed by dividing the NAVD 88
 RK0170.geopotential number by the normal gravity value computed on the
 RK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0170.degrees latitude (g = 980.6199 gals.).
 RK0170
 RK0170.The modeled gravity was interpolated from observed gravity values.
 RK0170
 RK0170;                    North         East    Units  Estimated Accuracy
 RK0170;SPC MI N     -   177,550.    7,966,970.      MT  (+/- 180 meters Scaled)
 RK0170
 RK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS669363(NAD 83)
 RK0170
 RK0170                          SUPERSEDED SURVEY CONTROL
 RK0170
 RK0170  NGVD 29 (??/??/92)  364.503  (m)         1195.87   (f) ADJ UNCH    1 2
 RK0170
 RK0170.Superseded values are not recommended for survey control.
 RK0170
 RK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0170.See file dsdata.pdf to determine how the superseded data were derived.
 RK0170
 RK0170_MARKER: DB = BENCH MARK DISK
 RK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0170_STAMPING: ELEV 1195.933 FT D 22 1917
 RK0170_MARK LOGO: CGS
 RK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0170+STABILITY: SURFACE MOTION
 RK0170
 RK0170  HISTORY     - Date     Condition        Report By
 RK0170  HISTORY     - 1917     MONUMENTED       CGS
 RK0170  HISTORY     - 1934     GOOD             CGS
 RK0170
 RK0170                          STATION DESCRIPTION
 RK0170
 RK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0170'AT SANDS.
 RK0170'AT SANDS, MARQUETTE COUNTY, OPPOSITE THE CHICAGO AND NORTH
 RK0170'WESTERN RAILWAY STATION SIGNBOARD, 103 YARDS EAST OF THE SECTION
 RK0170'FOREMANS HOUSE, 46 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 RK0170'TRACK, 15 FEET SOUTHWEST OF A SIDING, AND NEAR A POLE.  A
 RK0170'STANDARD DISK, STAMPED ELEV. 1195.933 FT. D 22 1917 AND SET
 RK0170'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1102 ***********************************************************************
 NE1102  DESIGNATION -  D 23
 NE1102  PID         -  NE1102
 NE1102  STATE/COUNTY-  MI/WAYNE
 NE1102  COUNTRY     -  US
 NE1102  USGS QUAD   -  BELLE ISLE (2017)
 NE1102
 NE1102                         *CURRENT SURVEY CONTROL
 NE1102  ______________________________________________________________________
 NE1102* NAD 83(1994) POSITION- 42 21 22.94541(N) 082 56 25.98541(W)   ADJUSTED
 NE1102* NAVD 88 ORTHO HEIGHT -   176.77  (+/-2cm)      580.0   (feet) VERTCON3
 NE1102  ______________________________________________________________________
 NE1102  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 NE1102  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NE1102  HORZ ORDER      -  FIRST
 NE1102  VERT ORDER      -  THIRD ? (See Below)
 NE1102
 NE1102.The horizontal coordinates were established by classical geodetic methods
 NE1102.and adjusted by the National Geodetic Survey in February 1997.
 NE1102
 NE1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1102
 NE1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1102.GEOID18 height accuracy estimate available here.
 NE1102
 NE1102.The vertical order pertains to the NGVD 29 superseded value.
 NE1102
 NE1102.Click photographs - Photos may exist for this station.
 NE1102
 NE1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1102
 NE1102. The following values were computed from the NAD 83(1994) position.
 NE1102
 NE1102;                    North         East     Units Scale Factor Converg.
 NE1102;SPC MI S     -    96,119.222 4,117,481.581   MT  0.99994916   +0 58 13.8
 NE1102;SPC MI S     -   315,351.78 13,508,797.84   iFT  0.99994916   +0 58 13.8
 NE1102;UTM  17      - 4,691,168.992   340,185.104   MT  0.99991426   -1 18 27.7
 NE1102
 NE1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1102!SPC MI S     -   0.99997770  x   0.99994916  =   0.99992687
 NE1102!UTM  17      -   0.99997770  x   0.99991426  =   0.99989197
 NE1102
 NE1102:                Primary Azimuth Mark                     Grid Az
 NE1102:SPC MI S     -  D 26 AZ MK                               227 20 21.2
 NE1102:UTM  17      -  D 26 AZ MK                               229 37 02.7
 NE1102
 NE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4018591168(NAD 83)
 NE1102
 NE1102|---------------------------------------------------------------------|
 NE1102| PID    Reference Object                     Distance      Geod. Az  |
 NE1102|                                                           dddmmss.s |
 NE1102| CH0938 D 23 RM 1                            26.478 METERS 08624     |
 NE1102| NE1107 BELLE ISLE WM LIVINGSTON LTHSE      APPROX. 1.5 KM 2272814.9 |
 NE1102| NE1106 D 26 AZ MK                          APPROX. 1.6 KM 2281835.0 |
 NE1102| CH0939 D 23 RM 2                            23.428 METERS 24935     |
 NE1102|---------------------------------------------------------------------|
 NE1102
 NE1102                          SUPERSEDED SURVEY CONTROL
 NE1102
 NE1102  NAD 83(1986)-  42 21 22.95266(N)    082 56 26.01902(W) AD(       ) 1
 NE1102  NAD 27      -  42 21 22.81553(N)    082 56 26.31147(W) AD(       ) 1
 NE1102  NGVD 29             176.93   (m)          580.5    (f) LEVELING    3  
 NE1102
 NE1102.Superseded values are not recommended for survey control.
 NE1102
 NE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1102.See file dsdata.pdf to determine how the superseded data were derived.
 NE1102
 NE1102_MARKER: DS = TRIANGULATION STATION DISK
 NE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1102_STAMPING: D 23 1957
 NE1102_MARK LOGO: CGS
 NE1102_PROJECTION: FLUSH
 NE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1102+STABILITY: SURFACE MOTION
 NE1102
 NE1102  HISTORY     - Date     Condition        Report By
 NE1102  HISTORY     - 1957     MONUMENTED       CGS
 NE1102  HISTORY     - 1964     MARK NOT FOUND   CGS
 NE1102  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE1102  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1102
 NE1102                          STATION DESCRIPTION
 NE1102
 NE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1102'THE STATION IS ABOUT 6 MILES EAST-NORTHEAST OF THE CENTER OF DETROIT,
 NE1102'1 MILE NORTHEAST OF THE EAST END OF BELLE ISLE, AT THE U.S. ARMY NIKE
 NE1102'SITE D-23.  IT IS ON THE NORTH BANK OF THE DETROIT RIVER, 117 FEET
 NE1102'SOUTH OF THE SOUTHEAST CORNER OF THE NIKE SITE POWERHOUSE BUILDING, 16
 NE1102'FEET NORTHEAST OF A WHITE WITNESS POST AND 13 FEET NORTH OF A HIGH
 NE1102'WOVEN WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 23
 NE1102'1957.
 NE1102'
 NE1102'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON AVENUE AND
 NE1102'LENOX AVENUE, ABOUT 5.6 MILES EAST OF DOWNTOWN DETROIT (SAVARINE HOTEL
 NE1102'IN THE NORTHEAST CORNER OF THE INTERSECTION), GO SOUTH ON LENOX AVENUE
 NE1102'FOR 1.0 MILE TO A WIRE GATE TO THE NIKE SITE.  PASS THROUGH THE GATE
 NE1102'AND KEEP RIGHT ON THE GRAVELED DRIVEWAY FOR 0.15 MILE TO THE STATION
 NE1102'EAST OF THE ENCLOSED TOWER.
 NE1102'
 NE1102'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE HIGH WOVEN WIRE FENCE.  THE
 NE1102'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 23 NO 1 1957.
 NE1102'
 NE1102'REFERENCE MARK 2 IS 99 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NE1102'POWERHOUSE BUILDING AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MONUMENT
 NE1102'PROJECTS 4 INCHES AND THE DISK IS STAMPED D 23 NO 2 1957.
 NE1102'
 NE1102'THE AZIMUTH MARK IS ON THE EAST END OF BELLE ISLE AT THE NIKE
 NE1102'LAUNCHING SITE, 75 FEET WEST OF A WIRE GATE THAT IS AT THE ENTRANCE TO
 NE1102'THE BELLE ISLE, WILLIAM LIVINGSTONE LIGHTHOUSE, 5.3 FEET EAST OF A
 NE1102'WHITE WITNESS POST AND 2 FEET SOUTH OF A HIGH WOVEN WIRE FENCE.  THE
 NE1102'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 26 1957.
 NE1102'
 NE1102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1102
 NE1102                          STATION RECOVERY (1964)
 NE1102
 NE1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1102'THE STATION AND ALL MARKS WERE RECOVERED, THE STATION MARK DISK HAS
 NE1102'BEEN KNOCKED OFF, BUT THE SHANK IS STILL FIRMELY EMBEDED IN THE
 NE1102'MONUMENT AND ITS CENTER WAS USED AS THE STATION MARK.  THE AZIMUTH
 NE1102'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS NOT OBSERVED ON BECAUSE
 NE1102'OF THE DIFFICULTY IN GAINING ACCESS TO THE U.S. ARMY NIKE SITE WHERE
 NE1102'IT IS LOCATED.  THE DISTANCES TO BOTH REFERENCE MARKS CHECKED, BUT THE
 NE1102'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE 1 MINUTE AND 27 SECONDS
 NE1102'HIGHER THAN THE ORIGINAL DIRECTION AND REFERENCE MARK 2 WAS 1 MINUTE
 NE1102'AND 14 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT.
 NE1102'
 NE1102'THE NIKE INSTALLATION MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NE1102'TORN DOWN AND WE WERE TOLD THAT THE CITY IS PLANNING TO BUILD A PARK
 NE1102'AT THIS LOCATION.
 NE1102'
 NE1102'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS-
 NE1102'
 NE1102'THE STATION IS LOCATED ON THE NORTH BANK OF THE DETROIT RIVER, ABOUT
 NE1102'5-1/2 MILES EAST-NORTHEAST OF DOWNTOWN DETROIT AND ABOUT 0.15 MILE
 NE1102'EAST-SOUTHEAST OF THE END OF LENOX STREET.  IT IS THE SHANK OF A
 NE1102'STATION MARK SET IN THE CENTER OF A 10 BY 10 INCH SQUARE CONCRETE
 NE1102'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13 FEET
 NE1102'NORTH OF A CYCLONE FENCE, 46 FEET NORTH OF THE NORTH EDGE OF THE
 NE1102'DETROIT RIVER AND 117 FEET EAST OF A 48 INCH CONCRETE PILLAR THAT WAS
 NE1102'ORIGIANILLY A RADAR PEDESTAL.
 NE1102'
 NE1102'TO REACH FROM THE INTERSECTION OF EAST JEFFERSON AVENUE AND LENOX
 NE1102'STREET, GO EAST-SOUTHEAST ON LENOX STREET FOR 1.0 MILE TO THE END OF
 NE1102'THE STREET AND A LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST
 NE1102'AND EAST ALONG THE NORTH BANK OF THE DETROIT RIVER FOR 0.15 MILE TO
 NE1102'THE STATION.
 NE1102'
 NE1102'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE CYCLONE FENCE AND 35 FEET
 NE1102'NORTH OF THE NORTH EDGE OF THE RIVER.  THE MONUMENT PROJECTS 2 INCHES
 NE1102'AND THE DISK IS STAMPED D 23 NO 1 1957.
 NE1102'
 NE1102'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE CYCLONE FENCE, 33 FEET NORTH
 NE1102'OF THE NORTH EDGE OF THE RIVER AND 44 FEET EAST OF THE CONCRETE
 NE1102'PEDESTAL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 23 NO 2
 NE1102'1957.
 NE1102'
 NE1102'HEIGHT OF LIGHT ABOVE STATION MARK 28.8 METERS.
 NE1102
 NE1102                          STATION RECOVERY (1993)
 NE1102
 NE1102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE1102'MARK NOT FOUND.
 NE1102
 NE1102                          STATION RECOVERY (1999)
 NE1102
 NE1102'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0867 ***********************************************************************
 MC0867  DESIGNATION -  D 234
 MC0867  PID         -  MC0867
 MC0867  STATE/COUNTY-  MI/MONROE
 MC0867  COUNTRY     -  US
 MC0867  USGS QUAD   -  STONY POINT (2017)
 MC0867
 MC0867                         *CURRENT SURVEY CONTROL
 MC0867  ______________________________________________________________________
 MC0867* NAD 83(1986) POSITION- 41 56 27.     (N) 083 19 17.     (W)   SCALED
 MC0867* NAVD 88 ORTHO HEIGHT -   178.089 (meters)      584.28  (feet) ADJUSTED
 MC0867  ______________________________________________________________________
 MC0867  GEOID HEIGHT    -        -35.229 (meters)                     GEOID18
 MC0867  DYNAMIC HEIGHT  -        178.026 (meters)      584.07  (feet) COMP
 MC0867  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 MC0867
 MC0867  VERT ORDER      -  FIRST     CLASS II
 MC0867
 MC0867.The horizontal coordinates were scaled from a map and have
 MC0867.an estimated accuracy of +/- 6 seconds.
 MC0867
 MC0867.The orthometric height was determined by differential leveling and
 MC0867.adjusted by the NATIONAL GEODETIC SURVEY
 MC0867.in June 1991.
 MC0867
 MC0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0867.GEOID18 height accuracy estimate available here.
 MC0867
 MC0867.Click photographs - Photos may exist for this station.
 MC0867
 MC0867.The dynamic height is computed by dividing the NAVD 88
 MC0867.geopotential number by the normal gravity value computed on the
 MC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0867.degrees latitude (g = 980.6199 gals.).
 MC0867
 MC0867.The modeled gravity was interpolated from observed gravity values.
 MC0867
 MC0867;                    North         East    Units  Estimated Accuracy
 MC0867;SPC MI S     -    49,510.    4,086,680.      MT  (+/- 180 meters Scaled)
 MC0867
 MC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG075458(NAD 83)
 MC0867
 MC0867                          SUPERSEDED SURVEY CONTROL
 MC0867
 MC0867  NGVD 29 (??/??/92)  178.258  (m)          584.83   (f) ADJ UNCH    1 2
 MC0867
 MC0867.Superseded values are not recommended for survey control.
 MC0867
 MC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0867.See file dsdata.pdf to determine how the superseded data were derived.
 MC0867
 MC0867_MARKER: I = METAL ROD
 MC0867_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0867+WITH SETTING: INFORMATION.
 MC0867_STAMPING: D 234 1980
 MC0867_PROJECTION: RECESSED 8 CENTIMETERS
 MC0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0867_ROD/PIPE-DEPTH: 2.7 meters
 MC0867
 MC0867  HISTORY     - Date     Condition        Report By
 MC0867  HISTORY     - 1980     MONUMENTED       NGS
 MC0867  HISTORY     - 20070809 MARK NOT FOUND   WARNKE
 MC0867
 MC0867                          STATION DESCRIPTION
 MC0867
 MC0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0867'5.5 KM NE FROM MONROE.
 MC0867'5.5 KILOMETERS (3.4 MILES) NORTHEAST ALONG DIXIE HIGHWAY FROM THE
 MC0867'OVERPASS OD INTERSTATE 75 IN MONROE, IN THE SMALL COMMUNITY OF
 MC0867'WOODLAND BEACH, AT THE C AND J FISH MARKET, AT THE JUNCTION OF
 MC0867'ELMWOOD STREET. 11.9 METERS (39 FEET) SOUTHEAST OF THE CENTER LINE
 MC0867'OF THE HIGHWAY, 11.0 METERS (36 FEET) NORTHEAST OF THE CENTER OF
 MC0867'ELMWOOD STREET, 12.2 METERS (40.2 FEET) WEST OF THE WEST CORNER
 MC0867'OF THE FISH MARKET, 4.1 METERS (13.7 FEET) SOUTHWEST OF THE CENTER
 MC0867'OF A 3-FOOT CONCRETE CASING AROUND A METAL WELL CAP, 2.1 METERS
 MC0867'(7.0 FEET) NORTHEAST OF A POWER POLE WITH GUY WIRE, 2.8 METERS
 MC0867'(9.4 FEET) SOUTHWEST OF THE BASE OF THE GUY WIRE. NOTE, ROD WAS
 MC0867'TRIED TWICE IN THIS AREA AND BOTH TIMES REFUSAL WAS REACHED AT
 MC0867'9 FEET.
 MC0867'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0867
 MC0867                          STATION RECOVERY (2007)
 MC0867
 MC0867'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0867'WITNESS CAME TO ONE COMMON POINT, NO MAGNETIC READING, DUG HOLE 1.5'
 MC0867'DEEP AND 1.5' DIA. NOTHING FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0892 ***********************************************************************
 NE0892  DESIGNATION -  D 235
 NE0892  PID         -  NE0892
 NE0892  STATE/COUNTY-  MI/WAYNE
 NE0892  COUNTRY     -  US
 NE0892  USGS QUAD   -  GROSSE POINTE (2017)
 NE0892
 NE0892                         *CURRENT SURVEY CONTROL
 NE0892  ______________________________________________________________________
 NE0892* NAD 83(1986) POSITION- 42 24 58.3    (N) 082 53 00.2    (W)   HD_HELD2
 NE0892* NAVD 88 ORTHO HEIGHT -   178.459 (meters)      585.49  (feet) ADJUSTED
 NE0892  ______________________________________________________________________
 NE0892  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 NE0892  DYNAMIC HEIGHT  -        178.407 (meters)      585.32  (feet) COMP
 NE0892  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 NE0892
 NE0892  VERT ORDER      -  FIRST     CLASS II
 NE0892
 NE0892.The horizontal coordinates were established by autonomous hand held GPS
 NE0892.observations and have an estimated accuracy of +/- 10 meters.
 NE0892
 NE0892.The orthometric height was determined by differential leveling and
 NE0892.adjusted by the NATIONAL GEODETIC SURVEY
 NE0892.in June 1991.
 NE0892
 NE0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0892.GEOID18 height accuracy estimate available here.
 NE0892
 NE0892.Click photographs - Photos may exist for this station.
 NE0892
 NE0892.The dynamic height is computed by dividing the NAVD 88
 NE0892.geopotential number by the normal gravity value computed on the
 NE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0892.degrees latitude (g = 980.6199 gals.).
 NE0892
 NE0892.The modeled gravity was interpolated from observed gravity values.
 NE0892
 NE0892;                    North         East    Units  Estimated Accuracy
 NE0892;SPC MI S     -   102,844.    4,122,073.      MT  (+/- 10 meters HH2 GPS)
 NE0892
 NE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4504097705(NAD 83)
 NE0892
 NE0892                          SUPERSEDED SURVEY CONTROL
 NE0892
 NE0892  NGVD 29 (11/26/84)  178.612  (m)          586.00   (f) ADJUSTED    1 2
 NE0892
 NE0892.Superseded values are not recommended for survey control.
 NE0892
 NE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0892.See file dsdata.pdf to determine how the superseded data were derived.
 NE0892
 NE0892_MARKER: F = FLANGE-ENCASED ROD
 NE0892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0892_STAMPING: D 235 1980
 NE0892_MARK LOGO: NGS
 NE0892_PROJECTION: RECESSED 8 CENTIMETERS
 NE0892_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0892+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0892_ROD/PIPE-DEPTH: 3.0 meters
 NE0892
 NE0892  HISTORY     - Date     Condition        Report By
 NE0892  HISTORY     - 1980     MONUMENTED       NGS
 NE0892  HISTORY     - 19931030 GOOD             LOCENG
 NE0892
 NE0892                          STATION DESCRIPTION
 NE0892
 NE0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0892'IN GROSSE POINTE SHORES.
 NE0892'IN GROSSE POINTE SHORES, AT THE JUNCTION OF LAKE SHORE DRIVE AND
 NE0892'WOODLAND SHORE ROAD, NEAR THE END OF A SMALL CONCRETE WALL, AT HOUSE
 NE0892'NUMBER 501, 11.3 METERS (37 FEET) WEST-NORTHWEST OF THE CENTER LINE
 NE0892'OF SOUTH BOUND LANE OF LAKE SHORE DRIVE, 5.5 METERS (180 FEET) NORTH-
 NE0892'NORTHEAST OF THE NORTH-NORTHEAST CURB OF WOODLAND SHORE ROAD, 0.55
 NE0892'METERS (1.8 FEET) EAST OF THE SOUTH CORNER OF THE SOUTHWEST END OF THE
 NE0892'CONCRETE WALL, AND 6.7 METERS (22 FEET) OF A FIRE HYDRANT.
 NE0892'THE MARK IS 0.3 M BELOW ROAD.
 NE0892
 NE0892                          STATION RECOVERY (1993)
 NE0892
 NE0892'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0892'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0914 ***********************************************************************
 NE0914  DESIGNATION -  D 236
 NE0914  PID         -  NE0914
 NE0914  STATE/COUNTY-  MI/MACOMB
 NE0914  COUNTRY     -  US
 NE0914  USGS QUAD   -  NEW HAVEN (2017)
 NE0914
 NE0914                         *CURRENT SURVEY CONTROL
 NE0914  ______________________________________________________________________
 NE0914* NAD 83(1986) POSITION- 42 39 57.7    (N) 082 45 41.5    (W)   HD_HELD2
 NE0914* NAVD 88 ORTHO HEIGHT -   178.596 (meters)      585.94  (feet) ADJUSTED
 NE0914  ______________________________________________________________________
 NE0914  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 NE0914  DYNAMIC HEIGHT  -        178.546 (meters)      585.78  (feet) COMP
 NE0914  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 NE0914
 NE0914  VERT ORDER      -  SECOND    CLASS I
 NE0914
 NE0914.The horizontal coordinates were established by autonomous hand held GPS
 NE0914.observations and have an estimated accuracy of +/- 10 meters.
 NE0914
 NE0914.The orthometric height was determined by differential leveling and
 NE0914.adjusted by the NATIONAL GEODETIC SURVEY
 NE0914.in July 2007.
 NE0914
 NE0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0914.GEOID18 height accuracy estimate available here.
 NE0914
 NE0914.Click photographs - Photos may exist for this station.
 NE0914
 NE0914.The dynamic height is computed by dividing the NAVD 88
 NE0914.geopotential number by the normal gravity value computed on the
 NE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0914.degrees latitude (g = 980.6199 gals.).
 NE0914
 NE0914.The modeled gravity was interpolated from observed gravity values.
 NE0914
 NE0914;                    North         East    Units  Estimated Accuracy
 NE0914;SPC MI S     -   130,773.    4,131,572.      MT  (+/- 10 meters HH2 GPS)
 NE0914
 NE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5564325233(NAD 83)
 NE0914
 NE0914                          SUPERSEDED SURVEY CONTROL
 NE0914
 NE0914  NAVD 88 (06/15/91)  178.600  (m)          585.96   (f) SUPERSEDED  1 2
 NE0914  NGVD 29 (11/26/84)  178.724  (m)          586.36   (f) ADJUSTED    1 2
 NE0914
 NE0914.Superseded values are not recommended for survey control.
 NE0914
 NE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0914.See file dsdata.pdf to determine how the superseded data were derived.
 NE0914
 NE0914_MARKER: I = METAL ROD
 NE0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0914_STAMPING: D 236 1980
 NE0914_MARK LOGO: NGS
 NE0914_PROJECTION: RECESSED 9 CENTIMETERS
 NE0914_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0914+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 NE0914_ROD/PIPE-DEPTH: 15.2 meters
 NE0914
 NE0914  HISTORY     - Date     Condition        Report By
 NE0914  HISTORY     - 1980     MONUMENTED       NGS
 NE0914  HISTORY     - 19940515 GOOD             LOCENG
 NE0914  HISTORY     - 19950521 GOOD             USPSQD
 NE0914  HISTORY     - 20010331 GOOD             NGS
 NE0914  HISTORY     - 20030802 GOOD             USPSQD
 NE0914  HISTORY     - 20060707 GOOD             SPALD
 NE0914  HISTORY     - 20061212 GOOD             MIDT
 NE0914
 NE0914                          STATION DESCRIPTION
 NE0914
 NE0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0914'1.5 KM NE FROM POINT LAKEVIEW.
 NE0914'1.5 KILOMETERS (0.95 MILE) NORTHEAST ALONG JEFFERSON AVENUE FROM
 NE0914'THE EAST END OF THE JEFFERSON AVENUE BRIDGE OVER THE SALT RIVER
 NE0914'IN POINT LAKEVIEW, SET SOUTHWEST OF THE SOUTHWEST EXIT GATE POST
 NE0914'OF BRANDENBURG MEMORIAL PARK BETWEEN POWER POLE DE 72-440GC AND
 NE0914'A 6-FOOT CHAIN LINK FENCE FOR THE PARK, 1.6  KILOMETER (1.0 MILE)
 NE0914'SOUTHWEST OF THE JUNCTION OF 23 MILE ROAD IN NEW BALTIMORE, 18.72
 NE0914'METERS (61.4 FEET) SOUTHEAST OF THE CENTER LINE OF JEFFERSON AVENUE,
 NE0914'9.32 METERS (30.6 FEET) SOUTH OF A FIRE HYDRANT, 5.0 METERS (16.4
 NE0914'FEET) SOUTHWEST OF THE SOUTHWEST EXIT GATE POST OF THE PARK, 0.61
 NE0914'METER (2.0 FEET) SOUTHEAST OF POWER POLE DE72-440GC WITH TRANSFORMER,
 NE0914'0.3 METER (1.0 FOOT) NORTHWEST OF THE CHAIN LINK FENCT.
 NE0914'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 NE0914'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0914
 NE0914                          STATION RECOVERY (1994)
 NE0914
 NE0914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0914'RECOVERED AS DESCRIBED.
 NE0914
 NE0914                          STATION RECOVERY (1995)
 NE0914
 NE0914'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0914'RECOVERED IN GOOD CONDITION.
 NE0914
 NE0914                          STATION RECOVERY (2001)
 NE0914
 NE0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0914
 NE0914                          STATION RECOVERY (2003)
 NE0914
 NE0914'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0914'RECOVERED IN GOOD CONDITION.
 NE0914
 NE0914                          STATION RECOVERY (2006)
 NE0914
 NE0914'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0914'STATE PLANE COORDINATES (MDOT CORS)
 NE0914'N 429050.48
 NE0914'E 13555031.15
 NE0914
 NE0914                          STATION RECOVERY (2006)
 NE0914
 NE0914'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0914'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  9.05 METERS
 NE0914'(29.7 FEET) SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 0.46 METERS (1.5
 NE0914'FEET) SOUTHEAST OF A POWER POLE--S25MD411--, 0.30 METERS (1 FOOT)
 NE0914'NORTHWEST OF A CHAIN LINK FENCE, AND 0.61 METERS (2.0 FEET) EAST OF A
 NE0914'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0628 ***********************************************************************
 OJ0628  DESIGNATION -  D 237
 OJ0628  PID         -  OJ0628
 OJ0628  STATE/COUNTY-  MI/SANILAC
 OJ0628  COUNTRY     -  US
 OJ0628  USGS QUAD   -  RICHMONDVILLE (2017)
 OJ0628
 OJ0628                         *CURRENT SURVEY CONTROL
 OJ0628  ______________________________________________________________________
 OJ0628* NAD 83(1986) POSITION- 43 34 20.     (N) 082 35 36.     (W)   SCALED
 OJ0628* NAVD 88 ORTHO HEIGHT -   184.347 (meters)      604.81  (feet) ADJUSTED
 OJ0628  ______________________________________________________________________
 OJ0628  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 OJ0628  DYNAMIC HEIGHT  -        184.311 (meters)      604.69  (feet) COMP
 OJ0628  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 OJ0628
 OJ0628  VERT ORDER      -  FIRST     CLASS II
 OJ0628
 OJ0628.The horizontal coordinates were scaled from a map and have
 OJ0628.an estimated accuracy of +/- 6 seconds.
 OJ0628
 OJ0628.The orthometric height was determined by differential leveling and
 OJ0628.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0628.in June 1991.
 OJ0628
 OJ0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0628.GEOID18 height accuracy estimate available here.
 OJ0628
 OJ0628.Click photographs - Photos may exist for this station.
 OJ0628
 OJ0628.The dynamic height is computed by dividing the NAVD 88
 OJ0628.geopotential number by the normal gravity value computed on the
 OJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0628.degrees latitude (g = 980.6199 gals.).
 OJ0628
 OJ0628.The modeled gravity was interpolated from observed gravity values.
 OJ0628
 OJ0628;                    North         East    Units  Estimated Accuracy
 OJ0628;SPC MI S     -   231,690.    4,143,240.      MT  (+/- 180 meters Scaled)
 OJ0628
 OJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ713255(NAD 83)
 OJ0628
 OJ0628                          SUPERSEDED SURVEY CONTROL
 OJ0628
 OJ0628  NGVD 29 (11/26/84)  184.461  (m)          605.19   (f) ADJUSTED    1 2
 OJ0628
 OJ0628.Superseded values are not recommended for survey control.
 OJ0628
 OJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0628.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0628
 OJ0628_MARKER: I = METAL ROD
 OJ0628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ0628_STAMPING: D 237 1980
 OJ0628_MARK LOGO: NGS
 OJ0628_PROJECTION: RECESSED 10 CENTIMETERS
 OJ0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0628_ROD/PIPE-DEPTH: 7.3 meters
 OJ0628_SLEEVE-DEPTH  : 6.1 meters
 OJ0628
 OJ0628  HISTORY     - Date     Condition        Report By
 OJ0628  HISTORY     - 1980     MONUMENTED       NGS
 OJ0628  HISTORY     - 19940717 GOOD             USPSQD
 OJ0628
 OJ0628                          STATION DESCRIPTION
 OJ0628
 OJ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0628'IN RICHMONDVILLE.
 OJ0628'IN RICHMONDVILLE, 0.16 KILOMETER (0.1 MILE) SOUTH ALONG STATE
 OJ0628'HIGHWAY 25 FROM THE T-JUNCTION OF RICHMONDVILLE ROAD, 0.16 KILOMETER
 OJ0628'(0.1 MILE) WEST OF A HOUSE AT RT 2 BOX 229, AT THE SOUTH END OF
 OJ0628'A CHAIN LINK FENCE, 48.2 METERS (156.0 FEET) EAST OF THE
 OJ0628'CENTER LINE OF THE HIGHWAY, 16.75 METERS (55.0 FEET) SOUTH OF THE
 OJ0628'CENTER OF THE DRIVE, 9.0 METERS (29.5 FEET) WEST OF THE CENTER OF
 OJ0628'A LARGE WILLOW TREE, 1.72 METERS (5.7 FEET) WEST OF THE WEST FACE
 OJ0628'OF THE BRICK CORNER PILLAR AT THE SOUTH END OF THE FENCE.
 OJ0628'THE MARK IS 2.0 M BELOW HIGHWAY.
 OJ0628
 OJ0628                          STATION RECOVERY (1994)
 OJ0628
 OJ0628'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0959 ***********************************************************************
 NE0959  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0959  DESIGNATION -  D 238
 NE0959  PID         -  NE0959
 NE0959  STATE/COUNTY-  MI/ST CLAIR
 NE0959  COUNTRY     -  US
 NE0959  USGS QUAD   -  PORT HURON (2017)
 NE0959
 NE0959                         *CURRENT SURVEY CONTROL
 NE0959  ______________________________________________________________________
 NE0959* NAD 83(1986) POSITION- 42 59 56.55   (N) 082 25 30.72   (W)   HD_HELD1
 NE0959* NAVD 88 ORTHO HEIGHT -   179.587 (meters)      589.20  (feet) ADJUSTED
 NE0959  ______________________________________________________________________
 NE0959  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 NE0959  DYNAMIC HEIGHT  -        179.543 (meters)      589.05  (feet) COMP
 NE0959  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 NE0959
 NE0959  VERT ORDER      -  SECOND    CLASS I
 NE0959
 NE0959.The horizontal coordinates were determined by differentially corrected
 NE0959.hand held GPS observations or other comparable positioning techniques
 NE0959.and have an estimated accuracy of +/- 3 meters.
 NE0959
 NE0959.The orthometric height was determined by differential leveling and
 NE0959.adjusted by the NATIONAL GEODETIC SURVEY
 NE0959.in July 2007.
 NE0959
 NE0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0959.GEOID18 height accuracy estimate available here.
 NE0959
 NE0959.This Water Level Mark is designated as VM 13013
 NE0959.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0959
 NE0959.This Water Level Mark is designated as VM 24578
 NE0959.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0959
 NE0959.Click photographs - Photos may exist for this station.
 NE0959
 NE0959.The dynamic height is computed by dividing the NAVD 88
 NE0959.geopotential number by the normal gravity value computed on the
 NE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0959.degrees latitude (g = 980.6199 gals.).
 NE0959
 NE0959.The modeled gravity was interpolated from observed gravity values.
 NE0959
 NE0959;                    North         East    Units  Estimated Accuracy
 NE0959;SPC MI S     -   168,335.2   4,158,283.1     MT  (+/- 3 meters HH1 GPS) 
 NE0959
 NE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8383161693(NAD 83)
 NE0959
 NE0959                          SUPERSEDED SURVEY CONTROL
 NE0959
 NE0959  NAVD 88 (10/01/97)  179.598  (m)          589.23   (f) SUPERSEDED  1 2
 NE0959  NAVD 88 (06/15/91)  179.604  (m)          589.25   (f) SUPERSEDED  1 2
 NE0959  NGVD 29 (11/26/84)  179.719  (m)          589.63   (f) ADJUSTED    1 2
 NE0959
 NE0959.Superseded values are not recommended for survey control.
 NE0959
 NE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0959.See file dsdata.pdf to determine how the superseded data were derived.
 NE0959
 NE0959_MARKER: DV = VERTICAL CONTROL DISK
 NE0959_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0959+WITH SETTING: PAVEMENT
 NE0959_SP_SET: MOORING POST
 NE0959_STAMPING: D 238 1980
 NE0959_MARK LOGO: NGS
 NE0959_PROJECTION: FLUSH
 NE0959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0959+STABILITY: SURFACE MOTION
 NE0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0959+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2022
 NE0959
 NE0959  HISTORY     - Date     Condition        Report By
 NE0959  HISTORY     - 1980     MONUMENTED       NGS
 NE0959  HISTORY     - 19940514 POOR             USPSQD
 NE0959  HISTORY     - 19941021 GOOD             NOS
 NE0959  HISTORY     - 19951101 GOOD             NOS
 NE0959  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0959  HISTORY     - 19990703 GOOD             USPSQD
 NE0959  HISTORY     - 20020505 GOOD             USPSQD
 NE0959  HISTORY     - 20060417 GOOD             MIDT
 NE0959  HISTORY     - 20080903 GOOD             SPALD
 NE0959  HISTORY     - 20081003 GOOD             MIDT
 NE0959  HISTORY     - 20220824 GOOD             NGS
 NE0959  HISTORY     - 20220923 GOOD             CO-OPS
 NE0959
 NE0959                          STATION DESCRIPTION
 NE0959
 NE0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0959'IN PORT HURON.
 NE0959'IN PORT HURON, AT THE WEST END OF STATE STREET AND ON THE BANK OF THE
 NE0959'ST CLAIR RIVER UNDER THE BLUE WATER BRIDGE, SET IN TOP AND IN THE
 NE0959'CENTER OF A 2 1/2 FOOT CYLINDRICAL CONCRETE MOORING POST
 NE0959'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL 6 X 6 FOOT CONCRETE BLOCK
 NE0959'WHICH IS ON THE PROPERTY OF THE U.S. COAST GUARD, 8.54 METERS
 NE0959'(28.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH MASSIVE
 NE0959'PIER OF THE BLUE WATER BRIDGE, 6.8 METERS (20.6 FEET) WEST OF THE
 NE0959'WEST RAIL OF THE PORT HURON AND DETROIT RAILROAD. 2.56 METERS
 NE0959'(8.4 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 NE0959'PUMP HOUSE.
 NE0959'THE MARK IS 0.91 M ABOVE GROUND.
 NE0959
 NE0959                          STATION RECOVERY (1994)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0959'MARK RECOVERED IN POOR CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (1994)
 NE0959
 NE0959'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0959'IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE WEST END OF STATE
 NE0959'STREET AND ON THE BANK OF THE ST CLAIR RIVER UNDER THE BLUE WATER
 NE0959'BRIDGE, SET IN TOP AND IN THE CENTER OF A 2-1/2 FOOT DIAMETER
 NE0959'CYLINDRICAL CONCRETE MOORING POST, NORTHEAST OF THE NORTHEAST CORNER
 NE0959'OF A SMALL 6 X 6-FOOT CONCRETE BLOCK BUILDING ON THE PROPERTY OF THE
 NE0959'U.S.  COAST GUARD, 8.54 METERS (28.02 FT) SOUTHWEST OF THE SOUTHWEST
 NE0959'CORNER OF THE SOUTH MASSIVE PIER SUPPORT OF THE BLUE WATER BRIDGE, 6.8
 NE0959'METERS (22.3 FT) SOUTHEAST OF THE EAST RAIL OF THE PORT HURON AND
 NE0959'DETROIT RAILROAD.  2.56 METERS (8.40 FT) NORTHEAST OF THE NORTHEAST
 NE0959'CORNER OF THE CONCRETE BLOCK PUMP HOUSE, 0.9 METER (3.0 FT) ABOVE THE
 NE0959'GROUND.
 NE0959
 NE0959                          STATION RECOVERY (1995)
 NE0959
 NE0959'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0959'RECOVERED AS DESCRIBED.
 NE0959
 NE0959                          STATION RECOVERY (1997)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0959'MARK NOT FOUND.
 NE0959
 NE0959                          STATION RECOVERY (1999)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0959'RECOVERED IN GOOD CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (2002)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0959'RECOVERED IN GOOD CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (2006)
 NE0959
 NE0959'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0959'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. 0.61 METERS (2.0
 NE0959'FEET) EAST OF A CARSONITE POST.
 NE0959
 NE0959                          STATION RECOVERY (2008)
 NE0959
 NE0959'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2008 (CWB)
 NE0959'RECOVERED IN GOOD CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (2008)
 NE0959
 NE0959'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (AWS)
 NE0959'RECOVERED AS DESCRIBED.
 NE0959
 NE0959                          STATION RECOVERY (2022)
 NE0959
 NE0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JJ)
 NE0959'RECOVERED IN GOOD CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (2022)
 NE0959
 NE0959'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 NE0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0638 ***********************************************************************
 OJ0638  DESIGNATION -  D 239
 OJ0638  PID         -  OJ0638
 OJ0638  STATE/COUNTY-  MI/HURON
 OJ0638  COUNTRY     -  US
 OJ0638  USGS QUAD   -  HARBOR BEACH OE E (2017)
 OJ0638
 OJ0638                         *CURRENT SURVEY CONTROL
 OJ0638  ______________________________________________________________________
 OJ0638* NAD 83(1986) POSITION- 43 46 13.     (N) 082 37 23.     (W)   SCALED
 OJ0638* NAVD 88 ORTHO HEIGHT -   184.097 (meters)      603.99  (feet) ADJUSTED
 OJ0638  ______________________________________________________________________
 OJ0638  GEOID HEIGHT    -        -35.139 (meters)                     GEOID18
 OJ0638  DYNAMIC HEIGHT  -        184.064 (meters)      603.88  (feet) COMP
 OJ0638  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 OJ0638
 OJ0638  VERT ORDER      -  FIRST     CLASS II
 OJ0638
 OJ0638.The horizontal coordinates were scaled from a map and have
 OJ0638.an estimated accuracy of +/- 6 seconds.
 OJ0638
 OJ0638.The orthometric height was determined by differential leveling and
 OJ0638.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0638.in June 1991.
 OJ0638
 OJ0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0638.GEOID18 height accuracy estimate available here.
 OJ0638
 OJ0638.Click photographs - Photos may exist for this station.
 OJ0638
 OJ0638.The dynamic height is computed by dividing the NAVD 88
 OJ0638.geopotential number by the normal gravity value computed on the
 OJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0638.degrees latitude (g = 980.6199 gals.).
 OJ0638
 OJ0638.The modeled gravity was interpolated from observed gravity values.
 OJ0638
 OJ0638;                    North         East    Units  Estimated Accuracy
 OJ0638;SPC MI S     -   253,640.    4,140,380.      MT  (+/- 180 meters Scaled)
 OJ0638
 OJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ693476(NAD 83)
 OJ0638
 OJ0638                          SUPERSEDED SURVEY CONTROL
 OJ0638
 OJ0638  NGVD 29 (11/26/84)  184.206  (m)          604.35   (f) ADJUSTED    1 2
 OJ0638
 OJ0638.Superseded values are not recommended for survey control.
 OJ0638
 OJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0638.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0638
 OJ0638_MARKER: I = METAL ROD
 OJ0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0638_STAMPING: D 239 1980
 OJ0638_MARK LOGO: NGS
 OJ0638_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0638_ROD/PIPE-DEPTH: 4.6 meters
 OJ0638
 OJ0638  HISTORY     - Date     Condition        Report By
 OJ0638  HISTORY     - 1980     MONUMENTED       NGS
 OJ0638  HISTORY     - 19991211 GOOD             USPSQD
 OJ0638
 OJ0638                          STATION DESCRIPTION
 OJ0638
 OJ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0638'9.0 KM SOUTH FROM HARBOR BEACH.
 OJ0638'9.0 KILOMETERS (5.6 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0638'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET WEST OF THE HIGHWAY
 OJ0638'NEAR THE SOUTHEAST CORNER OF A LARGE CORRUGATED GARAGE OF HOUSE
 OJ0638'NUMBER 2716.47.6 METERS (156.3 FEET) WEST OF THE CENTER LINE OF
 OJ0638'THE HIGHWAY, 17.3 METERS (56.8 FEET) WEST-SOUTHWEST OF UTILITY
 OJ0638'POLE DE5935G6, 0.83 (2.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0638'OF THE GARAGE.NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD
 OJ0638'REFUSAL AT 4.6 METERS.
 OJ0638'THE MARK IS 0.1 M BELOW GROUND.
 OJ0638
 OJ0638                          STATION RECOVERY (1999)
 OJ0638
 OJ0638'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0063 ***********************************************************************
 NG0063  DESIGNATION -  D 24
 NG0063  PID         -  NG0063
 NG0063  STATE/COUNTY-  MI/BERRIEN
 NG0063  COUNTRY     -  US
 NG0063  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0063
 NG0063                         *CURRENT SURVEY CONTROL
 NG0063  ______________________________________________________________________
 NG0063* NAD 83(1986) POSITION- 42 07 30.     (N) 086 26 52.     (W)   SCALED
 NG0063* NAVD 88 ORTHO HEIGHT -   181.721 (meters)      596.20  (feet) ADJUSTED
 NG0063  ______________________________________________________________________
 NG0063  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 NG0063  DYNAMIC HEIGHT  -        181.660 (meters)      596.00  (feet) COMP
 NG0063  MODELED GRAVITY -    980,285.9   (mgal)                       NAVD 88
 NG0063
 NG0063  VERT ORDER      -  FIRST     CLASS II
 NG0063
 NG0063.The horizontal coordinates were scaled from a map and have
 NG0063.an estimated accuracy of +/- 6 seconds.
 NG0063
 NG0063.The orthometric height was determined by differential leveling and
 NG0063.adjusted by the NATIONAL GEODETIC SURVEY
 NG0063.in June 1991.
 NG0063
 NG0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0063.GEOID18 height accuracy estimate available here.
 NG0063
 NG0063.Click photographs - Photos may exist for this station.
 NG0063
 NG0063.The dynamic height is computed by dividing the NAVD 88
 NG0063.geopotential number by the normal gravity value computed on the
 NG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0063.degrees latitude (g = 980.6199 gals.).
 NG0063
 NG0063.The modeled gravity was interpolated from observed gravity values.
 NG0063
 NG0063;                    North         East    Units  Estimated Accuracy
 NG0063;SPC MI S     -    71,550.    3,827,940.      MT  (+/- 180 meters Scaled)
 NG0063
 NG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM456638(NAD 83)
 NG0063
 NG0063                          SUPERSEDED SURVEY CONTROL
 NG0063
 NG0063  NGVD 29 (01/19/93)  181.875  (m)          596.70   (f) ADJUSTED    1 2
 NG0063  NGVD 29 (??/??/92)  181.906  (m)          596.80   (f) SUPERSEDED  1 2
 NG0063
 NG0063.Superseded values are not recommended for survey control.
 NG0063
 NG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0063.See file dsdata.pdf to determine how the superseded data were derived.
 NG0063
 NG0063_MARKER: DB = BENCH MARK DISK
 NG0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NG0063_SP_SET: BRIDGE GUARD RAIL
 NG0063_STAMPING: D 24 1930 596.662
 NG0063_MARK LOGO: CGS
 NG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0063+STABILITY: SURFACE MOTION
 NG0063
 NG0063  HISTORY     - Date     Condition        Report By
 NG0063  HISTORY     - 1930     MONUMENTED       CGS
 NG0063  HISTORY     - 1934     GOOD             CGS
 NG0063  HISTORY     - 1964     GOOD             CGS
 NG0063  HISTORY     - 1985     GOOD             NGS
 NG0063
 NG0063                          STATION DESCRIPTION
 NG0063
 NG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0063'IN BENTON HARBOR.
 NG0063'AT THE NORTHEAST EDGE OF BENTON HARBOR, BERRIEN COUNTY, 1/2
 NG0063'MILE EAST OF THE PERE MARQUETTE RAILWAY STATION, ACROSS THE
 NG0063'TRACK FROM THE MAMER CO. BRICK BUILDING, AT THE CONCRETE HIGHWAY
 NG0063'BRIDGE OVER PAW PAW RIVER, IN THE TOP OF THE SOUTH END OF THE
 NG0063'EAST BANISTER, AND 43 FEET NORTHWEST OF THE NORTHWEST RAIL.
 NG0063'A STANDARD DISK, STAMPED 596.662 D 24 1930.
 NG0063
 NG0063                          STATION RECOVERY (1964)
 NG0063
 NG0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 NG0063'RECOVERED IN GOOD CONDITION.
 NG0063
 NG0063                          STATION RECOVERY (1985)
 NG0063
 NG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BENTON
 NG0063'HARBOR, AT THE INTERSECTION OF STATE HIGHWAY 139 (PAW PAW ROAD) AND
 NG0063'THE PAW PAW RIVER, IN TOP OF THE SOUTH END OF THE EAST CONCRETE GUARD
 NG0063'RAIL OF THE HIGHWAY BRIDGE SPANNING THE RIVER, 6.9 M (22.6 FT) EAST OF
 NG0063'THE CENTER OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END
 NG0063'OF THE GUARD RAIL.
 NG0063'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0013 ***********************************************************************
 NG0013  DESIGNATION -  D 25
 NG0013  PID         -  NG0013
 NG0013  STATE/COUNTY-  MI/OTTAWA
 NG0013  COUNTRY     -  US
 NG0013  USGS QUAD   -  HOLLAND EAST (2017)
 NG0013
 NG0013                         *CURRENT SURVEY CONTROL
 NG0013  ______________________________________________________________________
 NG0013* NAD 83(1986) POSITION- 42 47 27.4    (N) 086 05 47.2    (W)   HD_HELD2
 NG0013* NAVD 88 ORTHO HEIGHT -   187.221 (meters)      614.24  (feet) ADJUSTED
 NG0013  ______________________________________________________________________
 NG0013  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 NG0013  DYNAMIC HEIGHT  -        187.175 (meters)      614.09  (feet) COMP
 NG0013  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 NG0013
 NG0013  VERT ORDER      -  FIRST     CLASS II
 NG0013
 NG0013.The horizontal coordinates were established by autonomous hand held GPS
 NG0013.observations and have an estimated accuracy of +/- 10 meters.
 NG0013
 NG0013.The orthometric height was determined by differential leveling and
 NG0013.adjusted by the NATIONAL GEODETIC SURVEY
 NG0013.in June 1991.
 NG0013
 NG0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0013.GEOID18 height accuracy estimate available here.
 NG0013
 NG0013.Click photographs - Photos may exist for this station.
 NG0013
 NG0013.The dynamic height is computed by dividing the NAVD 88
 NG0013.geopotential number by the normal gravity value computed on the
 NG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0013.degrees latitude (g = 980.6199 gals.).
 NG0013
 NG0013.The modeled gravity was interpolated from observed gravity values.
 NG0013
 NG0013;                    North         East    Units  Estimated Accuracy
 NG0013;SPC MI S     -   144,848.    3,858,498.      MT  (+/- 10 meters HH2 GPS)
 NG0013
 NG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7389637995(NAD 83)
 NG0013
 NG0013                          SUPERSEDED SURVEY CONTROL
 NG0013
 NG0013  NGVD 29 (??/??/92)  187.372  (m)          614.74   (f) ADJ UNCH    1 2
 NG0013
 NG0013.Superseded values are not recommended for survey control.
 NG0013
 NG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0013.See file dsdata.pdf to determine how the superseded data were derived.
 NG0013
 NG0013_MARKER: DB = BENCH MARK DISK
 NG0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0013_SP_SET: BUILDING
 NG0013_STAMPING: 614.736 D 25 1930
 NG0013_MARK LOGO: CGS
 NG0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0013+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 NG0013
 NG0013  HISTORY     - Date     Condition        Report By
 NG0013  HISTORY     - 1930     MONUMENTED       CGS
 NG0013  HISTORY     - 1944     GOOD             CGS
 NG0013  HISTORY     - 1983     GOOD             USPSQD
 NG0013  HISTORY     - 1984     GOOD             NGS
 NG0013  HISTORY     - 1987     GOOD             USPSQD
 NG0013  HISTORY     - 1988     GOOD             USPSQD
 NG0013  HISTORY     - 20040429 GOOD             INDIV
 NG0013  HISTORY     - 20160602 GOOD             MIDT
 NG0013
 NG0013                          STATION DESCRIPTION
 NG0013
 NG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NG0013'IN HOLLAND.
 NG0013'AT HOLLAND, OTTAWA COUNTY, AT THE SOUTHEAST CORNER OF THE PERE
 NG0013'MARQUETTE RAILWAY STATION, IN THE WALL FACING THE TRACK, AND
 NG0013'3.6 FEET HIGHER THAN THE BRICK PLATFORM.  A STANDARD DISK, STAMPED
 NG0013'614.736 D 25 1930 AND SET VERTICALLY.
 NG0013
 NG0013                          STATION RECOVERY (1983)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0013'RAILWAY STATION IS IN A POOR STATE OF REPAIR AND HAS BEEN CLOSED FOR
 NG0013'SEVERAL YEARS. STATION MAY BE TORN DOWN IN THE FUTURE.
 NG0013
 NG0013                          STATION RECOVERY (1984)
 NG0013
 NG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HOLLAND,
 NG0013'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF LINCOLN AVENUE
 NG0013'AND 8TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE AT THE SOUTH
 NG0013'CORNER OF THE ABANDONED PERE MARQUETTE RAILWAY STATION, 76.20 METERS
 NG0013'(250.0 FT) EAST OF THE APPROXIMATE CENTER OF LINCOLN AVENUE,
 NG0013'60.96 METERS (200.0 FT) SOUTH OF THE APPROXIMATE CENTER OF 8TH STREET,
 NG0013'8.41 METERS (27.6 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NEAREST
 NG0013'ONE OF TWO TRACKS, AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTH
 NG0013'CORNER OF THE RAILWAY BUILDING.  NOTE, THIS BUILDING MAY BE AQUIRED BY
 NG0013'THE CITY OF HOLLAND, OFFICIALS OF THE CHESAPEAKE AND OHIO RAILROAD AND
 NG0013'THE HOLLAND CITY PLANNING OFFICES WERE CONTACTED 9-19-84 AND 9-20-84.
 NG0013'THE MARK IS 1.06 M ABOVE TRACKS.
 NG0013
 NG0013                          STATION RECOVERY (1987)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0013'RECOVERED IN GOOD CONDITION.
 NG0013
 NG0013                          STATION RECOVERY (1988)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0013'RECOVERED IN GOOD CONDITION.
 NG0013
 NG0013                          STATION RECOVERY (2004)
 NG0013
 NG0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0013'THE BUILDING HAS A 6FT OVERHANG ABOVE THE PT.
 NG0013'THE BUILDING HAS BEEN RENOVATED IN THE PAST
 NG0013
 NG0013                          STATION RECOVERY (2016)
 NG0013
 NG0013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NG0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0003 ***********************************************************************
 OL0003  DESIGNATION -  D 26
 OL0003  PID         -  OL0003
 OL0003  STATE/COUNTY-  MI/OCEANA
 OL0003  COUNTRY     -  US
 OL0003  USGS QUAD   -  MEARS (2017)
 OL0003
 OL0003                         *CURRENT SURVEY CONTROL
 OL0003  ______________________________________________________________________
 OL0003* NAD 83(1986) POSITION- 43 37 57.     (N) 086 23 19.     (W)   SCALED
 OL0003* NAVD 88 ORTHO HEIGHT -   234.262 (meters)      768.57  (feet) ADJUSTED
 OL0003  ______________________________________________________________________
 OL0003  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 OL0003  DYNAMIC HEIGHT  -        234.216 (meters)      768.42  (feet) COMP
 OL0003  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 OL0003
 OL0003  VERT ORDER      -  FIRST     CLASS II
 OL0003
 OL0003.The horizontal coordinates were scaled from a map and have
 OL0003.an estimated accuracy of +/- 6 seconds.
 OL0003
 OL0003.The orthometric height was determined by differential leveling and
 OL0003.adjusted by the NATIONAL GEODETIC SURVEY
 OL0003.in June 1991.
 OL0003
 OL0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0003.GEOID18 height accuracy estimate available here.
 OL0003
 OL0003.Click photographs - Photos may exist for this station.
 OL0003
 OL0003.The dynamic height is computed by dividing the NAVD 88
 OL0003.geopotential number by the normal gravity value computed on the
 OL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0003.degrees latitude (g = 980.6199 gals.).
 OL0003
 OL0003.The modeled gravity was interpolated from observed gravity values.
 OL0003
 OL0003;                    North         East    Units  Estimated Accuracy
 OL0003;SPC MI S     -   238,840.    3,836,850.      MT  (+/- 180 meters Scaled)
 OL0003
 OL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP493312(NAD 83)
 OL0003
 OL0003                          SUPERSEDED SURVEY CONTROL
 OL0003
 OL0003  NGVD 29 (??/??/92)  234.359  (m)          768.89   (f) ADJ UNCH    1 2
 OL0003
 OL0003.Superseded values are not recommended for survey control.
 OL0003
 OL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0003.See file dsdata.pdf to determine how the superseded data were derived.
 OL0003
 OL0003_MARKER: DB = BENCH MARK DISK
 OL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0003_STAMPING: 768.893 D 26 1930
 OL0003_MARK LOGO: CGS
 OL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0003+STABILITY: SURFACE MOTION
 OL0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0003+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0003
 OL0003  HISTORY     - Date     Condition        Report By
 OL0003  HISTORY     - 1930     MONUMENTED       CGS
 OL0003  HISTORY     - 1934     GOOD             CGS
 OL0003  HISTORY     - 1979     GOOD             USGS
 OL0003  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0003  HISTORY     - 19940820 GOOD             USPSQD
 OL0003  HISTORY     - 20010928 GOOD             USPSQD
 OL0003  HISTORY     - 20041009 GOOD             USPSQD
 OL0003
 OL0003                          STATION DESCRIPTION
 OL0003
 OL0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0003'1.9 MI NW FROM SHELBY.
 OL0003'1.9 MILES NORTHWEST ALONG THE RAILWAY FROM SHELBY, OCEANA
 OL0003'COUNTY, 19-1/2 RAILS NORTHWEST OF THE CENTER OF AN EAST-AND-WEST
 OL0003'ROAD CROSSING, 100 YARDS NORTH OF A WHITE FARMHOUSE OWNED BY
 OL0003'CHAS. A. JOHNSON AND OCCUPIED BY EMIL JOHNSON, 44 FEET NORTHEAST
 OL0003'OF THE NORTHEAST RAIL, AND 3.5 FEET SOUTHWEST OF THE NORTHEAST
 OL0003'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 768.893 D 26 1930
 OL0003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 OL0003'ABOVE GROUND.
 OL0003
 OL0003                          STATION RECOVERY (1979)
 OL0003
 OL0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0003'3.06 KM (1.9 MI) N.W. ALONG CHESAPEAKE AND OHIO R.R. FROM SHELBY,
 OL0003'OCEANA COUNTY. T-14-N, R-17-W, ABOUT 152 M (500 FT) N.N.W. OF 1/4
 OL0003'CORNER COMMON TO SECTIONS 6 AND 7. 533 M (1750 FT) S.E. ALONG TRACK
 OL0003'FROM X-ING OF US HWY 31, 184 M (603.5 FT) N.W. ALONG CL. OF TRACK
 OL0003'FROM X-ING OF BUCHANAN RD., 13.5 M (44.3 FT) N.E. AND NORMAL TO E.
 OL0003'RAIL., 10.7 M (35 FT) S.W. AND NORMAL TO SAND RD., 91.5 M (300 FT) N.
 OL0003'OF A WHITE FARMHOUSE, 0.3 M (1 FT) E. OF A WITNESS SIGN. A STD DISK,
 OL0003'STAMPED 768.893 D 26 1930 AND SET IN THE TOP OF A CONCRETE POST
 OL0003'PROJECTING ABOUT 0.2 M (8 IN) ABOVE GROUND.
 OL0003
 OL0003                          STATION RECOVERY (1984)
 OL0003
 OL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0003'SEARCHED FOR AND NOT RECOVERED THIS DATE, PROBABLY KNOCKED OUT WHEN
 OL0003'RAILROAD TRACKS WERE REMOVED.
 OL0003
 OL0003                          STATION RECOVERY (1994)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0003'RECOVERED IN GOOD CONDITION.
 OL0003
 OL0003                          STATION RECOVERY (2001)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0003'RECOVERED IN GOOD CONDITION.
 OL0003
 OL0003                          STATION RECOVERY (2004)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1109 ***********************************************************************
 NE1109  DESIGNATION -  D 26
 NE1109  PID         -  NE1109
 NE1109  STATE/COUNTY-  MI/WAYNE
 NE1109  COUNTRY     -  US
 NE1109  USGS QUAD   -  BELLE ISLE (2017)
 NE1109
 NE1109                         *CURRENT SURVEY CONTROL
 NE1109  ______________________________________________________________________
 NE1109* NAD 83(1994) POSITION- 42 21 19.82763(N) 082 56 55.44966(W)   ADJUSTED
 NE1109* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 NE1109  ______________________________________________________________________
 NE1109  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 NE1109  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NE1109  HORZ ORDER      -  FIRST
 NE1109
 NE1109.The horizontal coordinates were established by classical geodetic methods
 NE1109.and adjusted by the National Geodetic Survey in February 1997.
 NE1109
 NE1109.The orthometric height was scaled from a topographic map.
 NE1109
 NE1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1109.GEOID18 height accuracy estimate available here.
 NE1109
 NE1109.Click photographs - Photos may exist for this station.
 NE1109
 NE1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1109
 NE1109. The following values were computed from the NAD 83(1994) position.
 NE1109
 NE1109;                    North         East     Units Scale Factor Converg.
 NE1109;SPC MI S     -    96,011.652 4,116,809.035   MT  0.99994930   +0 57 53.8
 NE1109;SPC MI S     -   314,998.86 13,506,591.32   iFT  0.99994930   +0 57 53.8
 NE1109;UTM  17      - 4,691,088.244   339,508.836   MT  0.99991692   -1 18 47.5
 NE1109
 NE1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1109!SPC MI S     -   0.99997769  x   0.99994930  =   0.99992699
 NE1109!UTM  17      -   0.99997769  x   0.99991692  =   0.99989461
 NE1109
 NE1109:                Primary Azimuth Mark                     Grid Az
 NE1109:SPC MI S     -  D 26 AZ MK                               206 55 54.6
 NE1109:UTM  17      -  D 26 AZ MK                               209 12 35.9
 NE1109
 NE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3950891088(NAD 83)
 NE1109
 NE1109|---------------------------------------------------------------------|
 NE1109| PID    Reference Object                     Distance      Geod. Az  |
 NE1109|                                                           dddmmss.s |
 NE1109| CH0940 D 26 RM 1                            27.751 METERS 03445     |
 NE1109| NE1114 TTR 26                               22.774 METERS 10925     |
 NE1109| NE1107 BELLE ISLE WM LIVINGSTON LTHSE      APPROX. 1.0 KM 2055537.6 |
 NE1109| NE1106 D 26 AZ MK                          APPROX. 1.1 KM 2075348.4 |
 NE1109| NE1353 DETROIT RADIO KQA 414 SW MAST       APPROX. 4.7 KM 2443911.9 |
 NE1109| NE1111 DETROIT RADIO KQA 414 NE MAST       APPROX. 4.6 KM 2451650.6 |
 NE1109| CH0941 D 26 RM 2                            26.611 METERS 31015     |
 NE1109|---------------------------------------------------------------------|
 NE1109
 NE1109                          SUPERSEDED SURVEY CONTROL
 NE1109
 NE1109  NAD 83(1986)-  42 21 19.83494(N)    082 56 55.48279(W) AD(       ) 1
 NE1109  NAD 27      -  42 21 19.69740(N)    082 56 55.77870(W) AD(       ) 1
 NE1109
 NE1109.Superseded values are not recommended for survey control.
 NE1109
 NE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1109.See file dsdata.pdf to determine how the superseded data were derived.
 NE1109
 NE1109_MARKER: DS = TRIANGULATION STATION DISK
 NE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1109_STAMPING: D 26 1957
 NE1109_MARK LOGO: CGS
 NE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1109+STABILITY: SURFACE MOTION
 NE1109
 NE1109  HISTORY     - Date     Condition        Report By
 NE1109  HISTORY     - 1957     MONUMENTED       CGS
 NE1109  HISTORY     - 1979     MARK NOT FOUND   NGS
 NE1109  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1109
 NE1109                          STATION DESCRIPTION
 NE1109
 NE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1109'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 26, IN THE
 NE1109'NORTHEAST SECTION OF DETROIT, ON THE NORTHWEST EDGE OF THE DETROIT
 NE1109'RIVER, ABOUT 0.7 MILE NORTHEAST OF THE NORTHEAST END OF BELLE ISLE
 NE1109'ISLAND, ON U.S. GOVERNMENT PROPERTY.  IT IS 57.4 FEET SOUTH OF THE
 NE1109'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 95.6 FEET EAST OF THE
 NE1109'SOUTHEAST CORNER OF THE MOST SOUTHERLY RADAR VAN, 73 FEET NORTH OF A
 NE1109'WOVEN WIRE FENCE AND 353 FEET WEST OF THE SOUTHEAST CORNER OF A WOVEN
 NE1109'WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED D-26
 NE1109'1957.
 NE1109'
 NE1109'TO REACH THE STATION FROM THE JUNCTION OF JEFFERSON AVENUE AND
 NE1109'WOODWARD AVENUE IN DOWNTOWN DETROIT, GO EAST AND NORTHEAST ON
 NE1109'JEFFERSON AVENUE FOR 2.5 MILES TO THE BRIDGE ON THE RIGHT THAT GO TO
 NE1109'BELLE ISLE *.  CONTINUE NORTHEAST ON JEFFERSON AVENUE FOR 2.55 MILES
 NE1109'TO AN OVERPASS OVER THE HIGHWAY BETWEEN TWO LARGE CHRYSLER BUILDINGS.
 NE1109'CONTINUE NORTHEAST ON JEFFERSON AVENUE FOR 0.2 MILE TO CONNERS STREET.
 NE1109'TURN RIGHT AND GO SOUTHEAST ON CONNERS STREET FOR 0.7 MILE TO AVONDALE
 NE1109'AVENUE.  TURN RIGHT AND GO SOUTHWEST ON AVONDALE AVENUE FOR ABOUT 75
 NE1109'FEET TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED STREET
 NE1109'FOR 0.3 MILE TO THE ENTRANCE INTO THE NIKE SITE ON THE LEFT. TURN LEFT
 NE1109'AND GO EAST AND SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE
 NE1109'STATION.
 NE1109'
 NE1109'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO SOUTHEAST
 NE1109'ON GRAND BOULEVARD EAST FOR 0.65 MILE TO THE END OF THE BRIDGE.  TURN
 NE1109'RIGHT AND GO SOUTHWEST FOR 0.1 MILE TO CASINO WAY.  TURN LEFT AND GO
 NE1109'SOUTHEASTERLY ON CASINO WAY FOR 0.1 MILE TO CENTRAL AVENUE.  TURN LEFT
 NE1109'AND GO EASTERLY ON CENTRAL AVENUE FOR 0.8 MILE TO VISTA AVENUE.  TURN
 NE1109'RIGHT AND GO SOUTH ON VISTA AVENUE FOR 0.4 MILE TO THE STRAND.  TURN
 NE1109'LEFT AND GO EASTERLY ON THE STRAND FOR 0.9 MILE TO A GRAVELED SIDE
 NE1109'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 MILE TO THE ENTRANCE
 NE1109'INTO THE NIKE LAUNCHING SITE ON THE LEFT. TURN LEFT AND GO
 NE1109'NORTHEASTERLY FOR 0.4 MILE TO A GATE LEADING TO A LIGHTHOUSE AND THE
 NE1109'MARK ON THE LEFT.
 NE1109'
 NE1109'REFERENCE MARK 1 IS 67 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 NE1109'BLOCK BUILDING AND 142 FEET NORTH OF A WOVEN WIRE FENCE.  THE MONUMENT
 NE1109'IS FLUSH AND THE DISK IS STAMPED D 26 NO 1 1957.
 NE1109'
 NE1109'REFERENCE MARK 2 IS 0.7 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
 NE1109'SIDEWALK, 17 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK
 NE1109'BUILDING THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 26 NO 2 1957.
 NE1109'
 NE1109'THE AZIMUTH MARK IS LOCATED AT THE NIKE LAUNCHING SITE ON BELLE ISLE,
 NE1109'75 FEET WEST OF A GATE LEADING TO A LIGHTHOUSE, 5.3 FEET EAST OF A
 NE1109'WHITE WITNESS POST AND 2 FEET SOUTH OF A WOVEN WIRE FENCE.  THE
 NE1109'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 26 1957.
 NE1109'
 NE1109'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1109
 NE1109                          STATION RECOVERY (1979)
 NE1109
 NE1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1109'THE STATION MARK AND REFERENCE MARKS ONE AND TWO AS WELL AS THE
 NE1109'AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED AND ARE BELIEVED
 NE1109'TO HAVE BEEN DESTROYED WHEN THE NIKE SITES WERE CONVERTED INTO
 NE1109'CITY PARKS.
 NE1109
 NE1109                          STATION RECOVERY (1999)
 NE1109
 NE1109'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1106 ***********************************************************************
 NE1106  DESIGNATION -  D 26 AZ MK
 NE1106  PID         -  NE1106
 NE1106  STATE/COUNTY-  MI/WAYNE
 NE1106  COUNTRY     -  US
 NE1106  USGS QUAD   -  BELLE ISLE (2017)
 NE1106
 NE1106                         *CURRENT SURVEY CONTROL
 NE1106  ______________________________________________________________________
 NE1106* NAD 83(1994) POSITION- 42 20 48.88618(N) 082 57 17.53124(W)   ADJUSTED
 NE1106* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 NE1106  ______________________________________________________________________
 NE1106  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 NE1106  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 NE1106  HORZ ORDER      -  SECOND
 NE1106
 NE1106.The horizontal coordinates were established by classical geodetic methods
 NE1106.and adjusted by the National Geodetic Survey in February 1997.
 NE1106
 NE1106.The orthometric height was scaled from a topographic map.
 NE1106
 NE1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1106.GEOID18 height accuracy estimate available here.
 NE1106
 NE1106.Click photographs - Photos may exist for this station.
 NE1106
 NE1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1106
 NE1106. The following values were computed from the NAD 83(1994) position.
 NE1106
 NE1106;                    North         East     Units Scale Factor Converg.
 NE1106;SPC MI S     -    95,048.625 4,116,319.790   MT  0.99995069   +0 57 38.8
 NE1106;SPC MI S     -   311,839.32 13,504,986.19   iFT  0.99995069   +0 57 38.8
 NE1106;UTM  17      - 4,690,145.456   338,981.717   MT  0.99991901   -1 19 01.6
 NE1106
 NE1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1106!SPC MI S     -   0.99997754  x   0.99995069  =   0.99992823
 NE1106!UTM  17      -   0.99997754  x   0.99991901  =   0.99989655
 NE1106
 NE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3898190145(NAD 83)
 NE1106
 NE1106                          SUPERSEDED SURVEY CONTROL
 NE1106
 NE1106  NAD 83(1986)-  42 20 48.89402(N)    082 57 17.56402(W) AD(       ) 2
 NE1106  NAD 27      -  42 20 48.75240(N)    082 57 17.86210(W) AD(       ) 2
 NE1106
 NE1106.Superseded values are not recommended for survey control.
 NE1106
 NE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1106.See file dsdata.pdf to determine how the superseded data were derived.
 NE1106
 NE1106_MARKER: DZ = AZIMUTH MARK DISK
 NE1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1106_STAMPING: D 26 1957
 NE1106_MARK LOGO: CGS
 NE1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1106+STABILITY: SURFACE MOTION
 NE1106
 NE1106  HISTORY     - Date     Condition        Report By
 NE1106  HISTORY     - 1957     MONUMENTED       CGS
 NE1106  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1106
 NE1106                          STATION DESCRIPTION
 NE1106
 NE1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1106'SEE STATION D 26
 NE1106
 NE1106                          STATION RECOVERY (1999)
 NE1106
 NE1106'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0034 ***********************************************************************
 PM0034  DESIGNATION -  D 27
 PM0034  PID         -  PM0034
 PM0034  STATE/COUNTY-  MI/MANISTEE
 PM0034  COUNTRY     -  US
 PM0034  USGS QUAD   -  ONEKAMA (2017)
 PM0034
 PM0034                         *CURRENT SURVEY CONTROL
 PM0034  ______________________________________________________________________
 PM0034* NAD 83(1986) POSITION- 44 20 30.     (N) 086 09 43.     (W)   SCALED
 PM0034* NAVD 88 ORTHO HEIGHT -   220.459 (meters)      723.29  (feet) ADJUSTED
 PM0034  ______________________________________________________________________
 PM0034  GEOID HEIGHT    -        -34.955 (meters)                     GEOID18
 PM0034  DYNAMIC HEIGHT  -        220.434 (meters)      723.21  (feet) COMP
 PM0034  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 PM0034
 PM0034  VERT ORDER      -  FIRST     CLASS II
 PM0034
 PM0034.The horizontal coordinates were scaled from a map and have
 PM0034.an estimated accuracy of +/- 6 seconds.
 PM0034
 PM0034.The orthometric height was determined by differential leveling and
 PM0034.adjusted by the NATIONAL GEODETIC SURVEY
 PM0034.in June 1991.
 PM0034
 PM0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0034.GEOID18 height accuracy estimate available here.
 PM0034
 PM0034.Click photographs - Photos may exist for this station.
 PM0034
 PM0034.The dynamic height is computed by dividing the NAVD 88
 PM0034.geopotential number by the normal gravity value computed on the
 PM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0034.degrees latitude (g = 980.6199 gals.).
 PM0034
 PM0034.The modeled gravity was interpolated from observed gravity values.
 PM0034
 PM0034;                    North         East    Units  Estimated Accuracy
 PM0034;SPC MI C     -   115,480.    5,856,850.      MT  (+/- 180 meters Scaled)
 PM0034
 PM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ668101(NAD 83)
 PM0034
 PM0034                          SUPERSEDED SURVEY CONTROL
 PM0034
 PM0034  NGVD 29 (??/??/92)  220.596  (m)          723.74   (f) ADJ UNCH    1 2
 PM0034
 PM0034.Superseded values are not recommended for survey control.
 PM0034
 PM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0034.See file dsdata.pdf to determine how the superseded data were derived.
 PM0034
 PM0034_MARKER: DB = BENCH MARK DISK
 PM0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0034_STAMPING: 723.739 D 27 1930
 PM0034_MARK LOGO: CGS
 PM0034_PROJECTION: FLUSH
 PM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0034+STABILITY: SURFACE MOTION
 PM0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0034+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 PM0034
 PM0034  HISTORY     - Date     Condition        Report By
 PM0034  HISTORY     - 1930     MONUMENTED       CGS
 PM0034  HISTORY     - 1955     GOOD             CGS
 PM0034  HISTORY     - 1984     GOOD             NGS
 PM0034  HISTORY     - 20031011 GOOD             USPSQD
 PM0034  HISTORY     - 20190722 GOOD             SPICE
 PM0034
 PM0034                          STATION DESCRIPTION
 PM0034
 PM0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PM0034'AT NORWALK.
 PM0034'AT NORWALK, MANISTEE COUNTY, 3.3 FEET WEST OF THE NORTHWEST
 PM0034'CORNER OF THE MANISTEE AND NORTHEASTERN RAILROAD STATION, BETWEEN
 PM0034'THE STATION AND A SIDING, AND 20.7 FEET SOUTH OF THE SOUTH
 PM0034'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 723.739 D 27
 PM0034'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PM0034'ABOVE GROUND.
 PM0034
 PM0034                          STATION RECOVERY (1984)
 PM0034
 PM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0034'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.   NOTE, THE
 PM0034'RAILROAD STATION AND TRACKS HAVE BEEN REMOVED, THE BENCH MARK IS ABOUT
 PM0034'60.9 METERS (200.0 FT) EAST OF THE HIGHWAY 31 OVERPASS BRIDGE OVER THE
 PM0034'OLD ABANDON RAILROAD TRACKS, AT THE SITE OF THE ABANDONED AND REMOVED
 PM0034'RAILROAD STATION IN NORWALK, 28.4 METERS (93.0 FT) EAST OF THE
 PM0034'NORTHEAST CORNER OF THE OLD CONCRETE RAILROAD LOADING RAMP, 7.6 METERS
 PM0034'(25.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE OLD RAILROAD BED (NOW
 PM0034'A TRACK ROAD), AND 42.7 METERS (140.0 FT) WEST OF AN OLD ASPHALT ROAD.
 PM0034'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0034'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
 PM0034
 PM0034                          STATION RECOVERY (2003)
 PM0034
 PM0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDT)
 PM0034'RECOVERED IN GOOD CONDITION.
 PM0034
 PM0034                          STATION RECOVERY (2019)
 PM0034
 PM0034'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2019 (LH)
 PM0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0203 ***********************************************************************
 PL0203  DESIGNATION -  D 28
 PL0203  PID         -  PL0203
 PL0203  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0203  COUNTRY     -  US
 PL0203  USGS QUAD   -  WALTON (2017)
 PL0203
 PL0203                         *CURRENT SURVEY CONTROL
 PL0203  ______________________________________________________________________
 PL0203* NAD 83(1986) POSITION- 44 32 20.     (N) 085 27 21.     (W)   SCALED
 PL0203* NAVD 88 ORTHO HEIGHT -   324.152 (meters)     1063.49  (feet) ADJUSTED
 PL0203  ______________________________________________________________________
 PL0203  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 PL0203  DYNAMIC HEIGHT  -        324.118 (meters)     1063.38  (feet) COMP
 PL0203  MODELED GRAVITY -    980,501.5   (mgal)                       NAVD 88
 PL0203
 PL0203  VERT ORDER      -  FIRST     CLASS II
 PL0203
 PL0203.The horizontal coordinates were scaled from a map and have
 PL0203.an estimated accuracy of +/- 6 seconds.
 PL0203
 PL0203.The orthometric height was determined by differential leveling and
 PL0203.adjusted by the NATIONAL GEODETIC SURVEY
 PL0203.in June 1991.
 PL0203
 PL0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0203.GEOID18 height accuracy estimate available here.
 PL0203
 PL0203.Click photographs - Photos may exist for this station.
 PL0203
 PL0203.The dynamic height is computed by dividing the NAVD 88
 PL0203.geopotential number by the normal gravity value computed on the
 PL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0203.degrees latitude (g = 980.6199 gals.).
 PL0203
 PL0203.The modeled gravity was interpolated from observed gravity values.
 PL0203
 PL0203;                    North         East    Units  Estimated Accuracy
 PL0203;SPC MI C     -   136,400.    5,913,450.      MT  (+/- 180 meters Scaled)
 PL0203
 PL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ226328(NAD 83)
 PL0203
 PL0203                          SUPERSEDED SURVEY CONTROL
 PL0203
 PL0203  NGVD 29 (??/??/92)  324.236  (m)         1063.76   (f) ADJ UNCH    1 2
 PL0203
 PL0203.Superseded values are not recommended for survey control.
 PL0203
 PL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0203.See file dsdata.pdf to determine how the superseded data were derived.
 PL0203
 PL0203_MARKER: DB = BENCH MARK DISK
 PL0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0203_STAMPING: 1063.764 D 28 1930
 PL0203_MARK LOGO: CGS
 PL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0203+STABILITY: SURFACE MOTION
 PL0203
 PL0203  HISTORY     - Date     Condition        Report By
 PL0203  HISTORY     - 1930     MONUMENTED       CGS
 PL0203  HISTORY     - 1934     GOOD             CGS
 PL0203  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0203  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 PL0203
 PL0203                          STATION DESCRIPTION
 PL0203
 PL0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0203'3.2 MI W FROM WALTON JUNCTION.
 PL0203'3.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM WALTON
 PL0203'JUNCTION, GRAND TRAVERSE COUNTY, 30 RAILS WEST OF MILEPOST WJ 3,
 PL0203'1/8 MILE SOUTH OF THE NW COR. OF SEC. 30, T. 25 N., R. 9 W.,
 PL0203'4 RAILS EAST OF THE CENTER OF A NORTH-AND-SOUTH ROAD CROSSING,
 PL0203'42.5 FEET NORTH OF THE NORTH RAIL, AND AT THE RIGHT-OF-WAY
 PL0203'FENCE.  A STANDARD DISK, STAMPED 1063.764 D 28 1930 AND SET IN
 PL0203'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0203
 PL0203                          STATION RECOVERY (1999)
 PL0203
 PL0203'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0203'MARK NOT FOUND.
 PL0203
 PL0203                          STATION RECOVERY (2006)
 PL0203
 PL0203'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0203'NEARBY LAND OWNER REPORTS THAT AREA WAS BULLDOZED AFTER A FIRE YEARS
 PL0203'AGO.  MARK POSSIBLY LOST AT THAT TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0390 ***********************************************************************
 OJ0390  DESIGNATION -  D 29
 OJ0390  PID         -  OJ0390
 OJ0390  STATE/COUNTY-  MI/ARENAC
 OJ0390  COUNTRY     -  US
 OJ0390  USGS QUAD   -  STANDISH (2017)
 OJ0390
 OJ0390                         *CURRENT SURVEY CONTROL
 OJ0390  ______________________________________________________________________
 OJ0390* NAD 83(1986) POSITION- 43 59 00.4    (N) 083 57 37.6    (W)   HD_HELD2
 OJ0390* NAVD 88 ORTHO HEIGHT -   192.178 (meters)      630.50  (feet) ADJUSTED
 OJ0390  ______________________________________________________________________
 OJ0390  GEOID HEIGHT    -        -35.032 (meters)                     GEOID18
 OJ0390  DYNAMIC HEIGHT  -        192.145 (meters)      630.40  (feet) COMP
 OJ0390  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 OJ0390  OBS GRAVITY     -    980,443.7   (mgal)                       GRAV_OBS
 OJ0390
 OJ0390  VERT ORDER      -  FIRST     CLASS II
 OJ0390
 OJ0390.The horizontal coordinates were established by autonomous hand held GPS
 OJ0390.observations and have an estimated accuracy of +/- 10 meters.
 OJ0390
 OJ0390.The orthometric height was determined by differential leveling and
 OJ0390.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0390.in June 1991.
 OJ0390
 OJ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0390.GEOID18 height accuracy estimate available here.
 OJ0390
 OJ0390.Click photographs - Photos may exist for this station.
 OJ0390
 OJ0390.The dynamic height is computed by dividing the NAVD 88
 OJ0390.geopotential number by the normal gravity value computed on the
 OJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0390.degrees latitude (g = 980.6199 gals.).
 OJ0390
 OJ0390.The modeled gravity was interpolated from observed gravity values.
 OJ0390
 OJ0390.The observed gravity was obtained from relative gravimeter ties
 OJ0390.to the IGSN71 gravity network.
 OJ0390
 OJ0390;                    North         East    Units  Estimated Accuracy
 OJ0390;SPC MI C     -    74,177.    6,032,592.      MT  (+/- 10 meters HH2 GPS)
 OJ0390
 OJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6257974295(NAD 83)
 OJ0390
 OJ0390                          SUPERSEDED SURVEY CONTROL
 OJ0390
 OJ0390  NGVD 29 (??/??/92)  192.356  (m)          631.09   (f) ADJ UNCH    1 2
 OJ0390
 OJ0390.Superseded values are not recommended for survey control.
 OJ0390
 OJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0390.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0390
 OJ0390_MARKER: DB = BENCH MARK DISK
 OJ0390_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OJ0390_SP_SET: WINDOW SILL
 OJ0390_STAMPING: 631.088 D 29 1930
 OJ0390_MARK LOGO: CGS
 OJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0390+STABILITY: SURFACE MOTION
 OJ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0390+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2020
 OJ0390
 OJ0390  HISTORY     - Date     Condition        Report By
 OJ0390  HISTORY     - 1930     MONUMENTED       CGS
 OJ0390  HISTORY     - 1934     GOOD             CGS
 OJ0390  HISTORY     - 1983     GOOD             NGS
 OJ0390  HISTORY     - 20011011 GOOD             USPSQD
 OJ0390  HISTORY     - 20051211 GOOD             USPSQD
 OJ0390  HISTORY     - 20080501 GOOD             COLEM
 OJ0390  HISTORY     - 20200924 GOOD             SURVSL
 OJ0390
 OJ0390                          STATION DESCRIPTION
 OJ0390
 OJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0390'IN STANDISH.
 OJ0390'AT STANDISH, ARENAC COUNTY, AT THE MICHIGAN CENTRAL RAILROAD
 OJ0390'STATION, IN THE WINDOW SILL OF THE WEST ENTRANCE, AND 3.5 FEET
 OJ0390'ABOVE THE PAVEMENT.  A STANDARD DISK, STAMPED 631.088 D 29 1930.
 OJ0390
 OJ0390                          STATION RECOVERY (1983)
 OJ0390
 OJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0390'NOTE:RAILROAD STATION STILL INTACK AND USED FOR STORAGE LOCATED JUST
 OJ0390'WEST OF HWY 23 HWY 23 AND WEST OF A MARATHON SERVICE STATION SET
 OJ0390'VERTICALY IN THE WEST FACE OF WINDOW SILL.
 OJ0390
 OJ0390                          STATION RECOVERY (2001)
 OJ0390
 OJ0390'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OJ0390'RECOVERED IN GOOD CONDITION.
 OJ0390
 OJ0390                          STATION RECOVERY (2005)
 OJ0390
 OJ0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 OJ0390'THE MARATHON SERVICE STATION DESCRIBED IN THE 1983 RECOVERY NOTE HAS
 OJ0390'BEEN TORN DOWN.  THE RAILROAD STATION IS BEING RESTORED.
 OJ0390
 OJ0390                          STATION RECOVERY (2008)
 OJ0390
 OJ0390'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OJ0390'RECOVERED AS DESCRIBED.  --NOTE AN AIR CONDITIONING UNIT WAS INSTALLED
 OJ0390'JUST TO THE WEST OF THE MARK.
 OJ0390
 OJ0390                          STATION RECOVERY (2020)
 OJ0390
 OJ0390'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2020 (RJM)
 OJ0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0142 ***********************************************************************
 QK0142  DESIGNATION -  D 290
 QK0142  PID         -  QK0142
 QK0142  STATE/COUNTY-  MI/CHARLEVOIX
 QK0142  COUNTRY     -  US
 QK0142  USGS QUAD   -  PETOSKEY (2017)
 QK0142
 QK0142                         *CURRENT SURVEY CONTROL
 QK0142  ______________________________________________________________________
 QK0142* NAD 83(1986) POSITION- 45 15 55.     (N) 084 54 52.     (W)   SCALED
 QK0142* NAVD 88 ORTHO HEIGHT -   217.304 (meters)      712.94  (feet) ADJUSTED
 QK0142  ______________________________________________________________________
 QK0142  GEOID HEIGHT    -        -35.107 (meters)                     GEOID18
 QK0142  DYNAMIC HEIGHT  -        217.294 (meters)      712.91  (feet) COMP
 QK0142  MODELED GRAVITY -    980,566.2   (mgal)                       NAVD 88
 QK0142
 QK0142  VERT ORDER      -  SECOND    CLASS 0
 QK0142
 QK0142.The horizontal coordinates were scaled from a map and have
 QK0142.an estimated accuracy of +/- 6 seconds.
 QK0142
 QK0142.The orthometric height was determined by differential leveling and
 QK0142.adjusted by the NATIONAL GEODETIC SURVEY
 QK0142.in June 1991.
 QK0142
 QK0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0142.GEOID18 height accuracy estimate available here.
 QK0142
 QK0142.Click photographs - Photos may exist for this station.
 QK0142
 QK0142.The dynamic height is computed by dividing the NAVD 88
 QK0142.geopotential number by the normal gravity value computed on the
 QK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0142.degrees latitude (g = 980.6199 gals.).
 QK0142
 QK0142.The modeled gravity was interpolated from observed gravity values.
 QK0142
 QK0142;                    North         East    Units  Estimated Accuracy
 QK0142;SPC MI C     -   216,680.    5,957,010.      MT  (+/- 180 meters Scaled)
 QK0142
 QK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR636145(NAD 83)
 QK0142
 QK0142                          SUPERSEDED SURVEY CONTROL
 QK0142
 QK0142  NGVD 29 (??/??/92)  217.40   (m)          713.3    (f) COMPUTED    2 0
 QK0142
 QK0142.Superseded values are not recommended for survey control.
 QK0142
 QK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0142.See file dsdata.pdf to determine how the superseded data were derived.
 QK0142
 QK0142_MARKER: DB = BENCH MARK DISK
 QK0142_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0142+WITH SETTING: PAVEMENT
 QK0142_SP_SET: SEMAPHORE BASE
 QK0142_STAMPING: D 290 1938
 QK0142_MARK LOGO: CGS
 QK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0142+STABILITY: SURFACE MOTION
 QK0142
 QK0142  HISTORY     - Date     Condition        Report By
 QK0142  HISTORY     - 1938     MONUMENTED       CGS
 QK0142  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0142  HISTORY     - 20191112 GOOD             OHM
 QK0142
 QK0142                          STATION DESCRIPTION
 QK0142
 QK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0142'1 MI S FROM CLARION.
 QK0142'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CENTER
 QK0142'OF CLARION, CHARLEVOIX COUNTY, AT WALLOON LAKE, 27 FEET EAST OF
 QK0142'THE EAST SIDE OF THE STATION, 3-1/2 RAILS SOUTH OF THE CROSSING
 QK0142'OF THE EAST RAIL AND THE CENTERLINE OF STATE HIGHWAY 75, 40
 QK0142'YARDS SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 QK0142'AND THE COUNTY ROAD LEADING TO PETOSKEY, IN THE TOP OF THE
 QK0142'CONCRETE BASE OF AN ABANDONED SEMAPHORE 6 FEET EAST OF THE EAST
 QK0142'RAIL, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0142'D 290 1938.
 QK0142
 QK0142                          STATION RECOVERY (1981)
 QK0142
 QK0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0142'MARK NOT FOUND.
 QK0142
 QK0142                          STATION RECOVERY (2019)
 QK0142
 QK0142'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2019 (MN)
 QK0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0616 ***********************************************************************
 RJ0616  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0616  DESIGNATION -  D 293
 RJ0616  PID         -  RJ0616
 RJ0616  STATE/COUNTY-  MI/CHIPPEWA
 RJ0616  COUNTRY     -  US
 RJ0616  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0616
 RJ0616                         *CURRENT SURVEY CONTROL
 RJ0616  ______________________________________________________________________
 RJ0616* NAD 83(1986) POSITION- 46 29 12.2    (N) 084 18 08.8    (W)   HD_HELD2
 RJ0616* NAVD 88 ORTHO HEIGHT -   178.296 (meters)      584.96  (feet) ADJUSTED
 RJ0616  ______________________________________________________________________
 RJ0616  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 RJ0616  DYNAMIC HEIGHT  -        178.306 (meters)      584.99  (feet) COMP
 RJ0616  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 RJ0616
 RJ0616  VERT ORDER      -  FIRST     CLASS 0
 RJ0616
 RJ0616.The horizontal coordinates were established by autonomous hand held GPS
 RJ0616.observations and have an estimated accuracy of +/- 10 meters.
 RJ0616
 RJ0616.The orthometric height was determined by differential leveling and
 RJ0616.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0616.in June 1991.
 RJ0616
 RJ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0616.GEOID18 height accuracy estimate available here.
 RJ0616
 RJ0616.This Water Level Mark is designated as VM 18406
 RJ0616.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0616
 RJ0616.This Water Level Mark is designated as VM 19355
 RJ0616.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0616
 RJ0616.Click photographs - Photos may exist for this station.
 RJ0616
 RJ0616.The dynamic height is computed by dividing the NAVD 88
 RJ0616.geopotential number by the normal gravity value computed on the
 RJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0616.degrees latitude (g = 980.6199 gals.).
 RJ0616
 RJ0616.The modeled gravity was interpolated from observed gravity values.
 RJ0616
 RJ0616;                    North         East    Units  Estimated Accuracy
 RJ0616;SPC MI N     -   192,846.    8,207,063.      MT  (+/- 10 meters HH2 GPS)
 RJ0616
 RJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0703551663(NAD 83)
 RJ0616
 RJ0616                          SUPERSEDED SURVEY CONTROL
 RJ0616
 RJ0616.No superseded survey control is available for this station.
 RJ0616
 RJ0616_MARKER: F = FLANGE-ENCASED ROD
 RJ0616_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0616_STAMPING: D 293 1983
 RJ0616_MARK LOGO: NGS
 RJ0616_PROJECTION: RECESSED 4 CENTIMETERS
 RJ0616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0616+STABILITY: POSITION/ELEVATION WELL
 RJ0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0616+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 RJ0616_ROD/PIPE-DEPTH: 14.6 meters
 RJ0616_SLEEVE-DEPTH  : 6.1 meters
 RJ0616
 RJ0616  HISTORY     - Date     Condition        Report By
 RJ0616  HISTORY     - 1983     MONUMENTED       NGS
 RJ0616  HISTORY     - 19940722 GOOD             USPSQD
 RJ0616  HISTORY     - 19950603 GOOD             USPSQD
 RJ0616  HISTORY     - 20011029 GOOD             USPSQD
 RJ0616  HISTORY     - 20060829 GOOD             USPSQD
 RJ0616  HISTORY     - 20220727 GOOD             CO-OPS
 RJ0616
 RJ0616                          STATION DESCRIPTION
 RJ0616
 RJ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0616'3.8 KM (2.35 MI) SE FROM SAULT STE MARIE.
 RJ0616'3.7 KM (2.3 MI) SOUTHEAST ALONG EAST PORTAGE AVENUE (RIVERSIDE DRIVE)
 RJ0616'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, THENCE 0.1 KM
 RJ0616'(0.05 MI) EAST TO THE OLD COAST GUARD BUILDING, STEEL SIGNAL, AND
 RJ0616'LOOKOUT TOWER MAINTAINED BY THE CORPS OF ENGINEERS AND ENCLOSED BY A
 RJ0616'CHAIN LINK FENCE, NEAR THE SITE OF THE SUGAR ISLAND FERRY LANDING,
 RJ0616'19.15 METERS (62.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 RJ0616'BUILDING, 27.28 METERS (89.5 FT) NORTH-NORTHWEST OF THE FLAGPOLE,
 RJ0616'8.35 METERS (27.4 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 RJ0616'CHAIN LINK FENCE, 2.00 METERS (6.5 FT) WEST-SOUTHWEST OF THE NORTHWEST
 RJ0616'CORNER OF THE NORTHWEST CONCRETE FOUNDATION FOR THE TOWER, 5.80 METERS
 RJ0616'(17.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHWEST
 RJ0616'CONCRETE FOUNDATION FOR THE TOWER, 2.44 METERS (8.0 FT)
 RJ0616'SOUTH-SOUTHEAST OF THE NORTH CHAIN LINK FENCE, 11.34 METERS (37.2 FT)
 RJ0616'NORTH OF BENCH MARK LITTLE RAPIDS.
 RJ0616'THE MARK IS 2.90 METERS  SE FROM A WITNESS POST.
 RJ0616'THE MARK IS ABOVE LEVEL WITH BASE OF TOWER.
 RJ0616
 RJ0616                          STATION RECOVERY (1994)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (1995)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (2001)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (2006)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (2022)
 RJ0616
 RJ0616'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616'
 RJ0616'NOTE-THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF
 RJ0616'PAYMENT, 6.8 MI (10.9 KM) EAST OF SHALLOWS AND 2.4 MI (3.9 KM) EAST OF
 RJ0616'SAULT SAINTE MARIE.
 RJ0616'
 RJ0616'BENCH MARK IS LOCATED NEAR THE LITTLE RAPIDS CUT LIGHT WHICH IS A
 RJ0616'HISTORICAL LANDMARK IN SAULT STE MARIE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0084 ***********************************************************************
 QJ0084  DESIGNATION -  D 294
 QJ0084  PID         -  QJ0084
 QJ0084  STATE/COUNTY-  MI/CHIPPEWA
 QJ0084  COUNTRY     -  US
 QJ0084  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0084
 QJ0084                         *CURRENT SURVEY CONTROL
 QJ0084  ______________________________________________________________________
 QJ0084* NAD 83(1986) POSITION- 45 59 07.     (N) 083 56 08.     (W)   SCALED
 QJ0084* NAVD 88 ORTHO HEIGHT -   202.415 (meters)      664.09  (feet) ADJUSTED
 QJ0084  ______________________________________________________________________
 QJ0084  GEOID HEIGHT    -        -36.764 (meters)                     GEOID18
 QJ0084  DYNAMIC HEIGHT  -        202.418 (meters)      664.10  (feet) COMP
 QJ0084  MODELED GRAVITY -    980,627.2   (mgal)                       NAVD 88
 QJ0084
 QJ0084  VERT ORDER      -  FIRST     CLASS 0
 QJ0084
 QJ0084.The horizontal coordinates were scaled from a map and have
 QJ0084.an estimated accuracy of +/- 6 seconds.
 QJ0084
 QJ0084.The orthometric height was determined by differential leveling and
 QJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0084.in June 1991.
 QJ0084
 QJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0084.GEOID18 height accuracy estimate available here.
 QJ0084
 QJ0084.Click photographs - Photos may exist for this station.
 QJ0084
 QJ0084.The dynamic height is computed by dividing the NAVD 88
 QJ0084.geopotential number by the normal gravity value computed on the
 QJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0084.degrees latitude (g = 980.6199 gals.).
 QJ0084
 QJ0084.The modeled gravity was interpolated from observed gravity values.
 QJ0084
 QJ0084;                    North         East    Units  Estimated Accuracy
 QJ0084;SPC MI N     -   138,180.    8,237,370.      MT  (+/- 180 meters Scaled)
 QJ0084
 QJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL726966(NAD 83)
 QJ0084
 QJ0084                          SUPERSEDED SURVEY CONTROL
 QJ0084
 QJ0084.No superseded survey control is available for this station.
 QJ0084
 QJ0084_MARKER: I = METAL ROD
 QJ0084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0084_STAMPING: D 294 1983
 QJ0084_MARK LOGO: NGS
 QJ0084_PROJECTION: FLUSH
 QJ0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0084_ROD/PIPE-DEPTH: 2.45 meters
 QJ0084
 QJ0084  HISTORY     - Date     Condition        Report By
 QJ0084  HISTORY     - 1983     MONUMENTED       NGS
 QJ0084  HISTORY     - 19940728 GOOD             USPSQD
 QJ0084  HISTORY     - 20010331 GOOD             NGS
 QJ0084
 QJ0084                          STATION DESCRIPTION
 QJ0084
 QJ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0084'2.7 KM (1.7 MI) WEST FROM DE TOUR VILLAGE.
 QJ0084'2.7 KM (1.7 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QJ0084'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QJ0084'AT A WOODS ROAD ENTRANCE LEADING NORTH, AT THE TOP OF A HILL,
 QJ0084'1.67 METERS (5.5 FT) WEST OF POWERLINE POLE NUMBER DT1 1730 WITH GUY
 QJ0084'WIRES ACROSS THE ROAD, 9.29 METERS (30.5 FT) NORTH OF THE CENTER OF
 QJ0084'SOUTH CARIBOU DRIVE, AND 17.67 METERS (58.0 FT) EAST OF THE CENTER OF
 QJ0084'THE WOODS ROAD NORTH.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT
 QJ0084'THIS DEPTH.
 QJ0084'THE MARK IS 0.21 METERS  ESE FROM A WITNESS POST.
 QJ0084'THE MARK IS 0.3 M ABOVE DRIVE.
 QJ0084
 QJ0084                          STATION RECOVERY (1994)
 QJ0084
 QJ0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0084'RECOVERED IN GOOD CONDITION.
 QJ0084
 QJ0084                          STATION RECOVERY (2001)
 QJ0084
 QJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0590 ***********************************************************************
 RJ0590  DESIGNATION -  D 295
 RJ0590  PID         -  RJ0590
 RJ0590  STATE/COUNTY-  MI/CHIPPEWA
 RJ0590  COUNTRY     -  US
 RJ0590  USGS QUAD   -  BRIMLEY (2017)
 RJ0590
 RJ0590                         *CURRENT SURVEY CONTROL
 RJ0590  ______________________________________________________________________
 RJ0590* NAD 83(1986) POSITION- 46 25 53.     (N) 084 36 37.     (W)   SCALED
 RJ0590* NAVD 88 ORTHO HEIGHT -   186.526 (meters)      611.96  (feet) ADJUSTED
 RJ0590  ______________________________________________________________________
 RJ0590  GEOID HEIGHT    -        -36.411 (meters)                     GEOID18
 RJ0590  DYNAMIC HEIGHT  -        186.534 (meters)      611.99  (feet) COMP
 RJ0590  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 RJ0590
 RJ0590  VERT ORDER      -  FIRST     CLASS 0
 RJ0590
 RJ0590.The horizontal coordinates were scaled from a map and have
 RJ0590.an estimated accuracy of +/- 6 seconds.
 RJ0590
 RJ0590.The orthometric height was determined by differential leveling and
 RJ0590.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0590.in June 1991.
 RJ0590
 RJ0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0590.GEOID18 height accuracy estimate available here.
 RJ0590
 RJ0590.Click photographs - Photos may exist for this station.
 RJ0590
 RJ0590.The dynamic height is computed by dividing the NAVD 88
 RJ0590.geopotential number by the normal gravity value computed on the
 RJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0590.degrees latitude (g = 980.6199 gals.).
 RJ0590
 RJ0590.The modeled gravity was interpolated from observed gravity values.
 RJ0590
 RJ0590;                    North         East    Units  Estimated Accuracy
 RJ0590;SPC MI N     -   185,940.    8,183,630.      MT  (+/- 180 meters Scaled)
 RJ0590
 RJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS835447(NAD 83)
 RJ0590
 RJ0590                          SUPERSEDED SURVEY CONTROL
 RJ0590
 RJ0590.No superseded survey control is available for this station.
 RJ0590
 RJ0590_MARKER: I = METAL ROD
 RJ0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0590_STAMPING: D 295 1983
 RJ0590_MARK LOGO: NGS
 RJ0590_PROJECTION: FLUSH
 RJ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0590_ROD/PIPE-DEPTH: 13.4 meters
 RJ0590
 RJ0590  HISTORY     - Date     Condition        Report By
 RJ0590  HISTORY     - 1983     MONUMENTED       NGS
 RJ0590
 RJ0590                          STATION DESCRIPTION
 RJ0590
 RJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0590'5.3 KM (3.3 MI) NW FROM BRIMLEY.
 RJ0590'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0590'BRIMLEY, THENCE 4.5 KM (2.8 MI) NORTHWEST ALONG ASPHALT ROAD, AT A
 RJ0590'DIRT WOODS ROAD LEADING SOUTHWEST, SET BETWEEN TWO WITNESS POSTS,
 RJ0590'20.9 METERS (68.4 FT) WEST-SOUTHWEST OF CENTERLINE, 2.6 METERS
 RJ0590'(8.5 FT) EAST-SOUTHEAST OF WOODS ROAD LEADING SOUTHWEST, AND
 RJ0590'22.6 METERS (74.0 FT) SOUTHEAST OF DIRT ROAD AND ASPHALT INTERSECTION.
 RJ0590'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 RJ0590'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0624 ***********************************************************************
 RJ0624  DESIGNATION -  D 296
 RJ0624  PID         -  RJ0624
 RJ0624  STATE/COUNTY-  MI/CHIPPEWA
 RJ0624  COUNTRY     -  US
 RJ0624  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0624
 RJ0624                         *CURRENT SURVEY CONTROL
 RJ0624  ______________________________________________________________________
 RJ0624* NAD 83(1986) POSITION- 46 22 52.     (N) 084 16 09.     (W)   SCALED
 RJ0624* NAVD 88 ORTHO HEIGHT -   184.105 (meters)      604.02  (feet) ADJUSTED
 RJ0624  ______________________________________________________________________
 RJ0624  GEOID HEIGHT    -        -36.578 (meters)                     GEOID18
 RJ0624  DYNAMIC HEIGHT  -        184.115 (meters)      604.05  (feet) COMP
 RJ0624  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0624
 RJ0624  VERT ORDER      -  FIRST     CLASS 0
 RJ0624
 RJ0624.The horizontal coordinates were scaled from a map and have
 RJ0624.an estimated accuracy of +/- 6 seconds.
 RJ0624
 RJ0624.The orthometric height was determined by differential leveling and
 RJ0624.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0624.in June 1991.
 RJ0624
 RJ0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0624.GEOID18 height accuracy estimate available here.
 RJ0624
 RJ0624.Click photographs - Photos may exist for this station.
 RJ0624
 RJ0624.The dynamic height is computed by dividing the NAVD 88
 RJ0624.geopotential number by the normal gravity value computed on the
 RJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0624.degrees latitude (g = 980.6199 gals.).
 RJ0624
 RJ0624.The modeled gravity was interpolated from observed gravity values.
 RJ0624
 RJ0624;                    North         East    Units  Estimated Accuracy
 RJ0624;SPC MI N     -   181,200.    8,210,020.      MT  (+/- 180 meters Scaled)
 RJ0624
 RJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS099400(NAD 83)
 RJ0624
 RJ0624                          SUPERSEDED SURVEY CONTROL
 RJ0624
 RJ0624.No superseded survey control is available for this station.
 RJ0624
 RJ0624_MARKER: F = FLANGE-ENCASED ROD
 RJ0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0624_STAMPING: D 296 1983
 RJ0624_MARK LOGO: NGS
 RJ0624_PROJECTION: FLUSH
 RJ0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0624+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0624_ROD/PIPE-DEPTH: 10.9 meters
 RJ0624
 RJ0624  HISTORY     - Date     Condition        Report By
 RJ0624  HISTORY     - 1983     MONUMENTED       NGS
 RJ0624  HISTORY     - 20011029 GOOD             USPSQD
 RJ0624  HISTORY     - 20031205 GOOD             INDIV
 RJ0624
 RJ0624                          STATION DESCRIPTION
 RJ0624
 RJ0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0624'16.65 KM (10.35 MI) SE FROM SAULT STE MARIE.
 RJ0624'16.65 KM (10.35 MI) EAST ALONG PORTAGE AVENUE (RIVERSIDE DRIVE THEN
 RJ0624'INTO NICOLET ROAD) FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE.
 RJ0624'MARIE TO THE MARK, SET BY A POWERLINE POLE ON THE EAST SIDE OF NICOLET
 RJ0624'ROAD, 14.8 METERS (48.5 FT) EAST OF THE CENTERLINE OF NICOLET ROAD,
 RJ0624'18.2 METERS (59.7 FT) SOUTHWEST OF SOUTHWEST CORNER OF A LARGE TWO
 RJ0624'STORY HOUSE, 5.2 METERS (17.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY TO
 RJ0624'A HOUSE, 0.7 METER (2.4 FT) NORTH OF A POWERLINE POLE.
 RJ0624'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0624'THE MARK IS ABOVE LEVEL WITH NICOLET ROAD.
 RJ0624
 RJ0624                          STATION RECOVERY (2001)
 RJ0624
 RJ0624'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0624'RECOVERED IN GOOD CONDITION.
 RJ0624
 RJ0624                          STATION RECOVERY (2003)
 RJ0624
 RJ0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0677 ***********************************************************************
 RJ0677  DESIGNATION -  D 297
 RJ0677  PID         -  RJ0677
 RJ0677  STATE/COUNTY-  MI/CHIPPEWA
 RJ0677  COUNTRY     -  US
 RJ0677  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0677
 RJ0677                         *CURRENT SURVEY CONTROL
 RJ0677  ______________________________________________________________________
 RJ0677* NAD 83(1986) POSITION- 46 19 35.     (N) 084 07 03.     (W)   SCALED
 RJ0677* NAVD 88 ORTHO HEIGHT -   179.831 (meters)      590.00  (feet) ADJUSTED
 RJ0677  ______________________________________________________________________
 RJ0677  GEOID HEIGHT    -        -36.617 (meters)                     GEOID18
 RJ0677  DYNAMIC HEIGHT  -        179.841 (meters)      590.03  (feet) COMP
 RJ0677  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RJ0677
 RJ0677  VERT ORDER      -  FIRST     CLASS 0
 RJ0677
 RJ0677.The horizontal coordinates were scaled from a map and have
 RJ0677.an estimated accuracy of +/- 6 seconds.
 RJ0677
 RJ0677.The orthometric height was determined by differential leveling and
 RJ0677.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0677.in June 1991.
 RJ0677
 RJ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0677.GEOID18 height accuracy estimate available here.
 RJ0677
 RJ0677.Click photographs - Photos may exist for this station.
 RJ0677
 RJ0677.The dynamic height is computed by dividing the NAVD 88
 RJ0677.geopotential number by the normal gravity value computed on the
 RJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0677.degrees latitude (g = 980.6199 gals.).
 RJ0677
 RJ0677.The modeled gravity was interpolated from observed gravity values.
 RJ0677
 RJ0677;                    North         East    Units  Estimated Accuracy
 RJ0677;SPC MI N     -   175,540.    8,221,900.      MT  (+/- 180 meters Scaled)
 RJ0677
 RJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS218343(NAD 83)
 RJ0677
 RJ0677                          SUPERSEDED SURVEY CONTROL
 RJ0677
 RJ0677.No superseded survey control is available for this station.
 RJ0677
 RJ0677_MARKER: I = METAL ROD
 RJ0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0677_STAMPING: D 297 1983
 RJ0677_MARK LOGO: NGS
 RJ0677_PROJECTION: FLUSH
 RJ0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0677_ROD/PIPE-DEPTH: 13.7 meters
 RJ0677
 RJ0677  HISTORY     - Date     Condition        Report By
 RJ0677  HISTORY     - 1983     MONUMENTED       NGS
 RJ0677
 RJ0677                          STATION DESCRIPTION
 RJ0677
 RJ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0677'31.6 KM (19.6 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0677'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0677'LANDING ON SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE
 RJ0677'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 19.5 KM
 RJ0677'(12.1 MI) SOUTH ALONG HOMESTEAD ROAD (NOTE THIS ROAD TWIST AND TURNS
 RJ0677'WITH OTHER ROADS), AT THE ENTRANCE TO THE LANDMARK RESORT AND AT THE
 RJ0677'NORTHWEST CORNER OF MR. RICHARD MIKOLOWSKIS GARAGE AND WOOD WORKING
 RJ0677'SHOP, 13.4 METERS (44.0 FT) EAST OF HOMESTEAD ROAD, 7.0 METERS
 RJ0677'(23.0 FT) SOUTH OF THE RESORT ENTRANCE DRIVE, 0.91 METERS (3.0 FT)
 RJ0677'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, AND 0.95 METERS
 RJ0677'(3.1 FT) SOUTHEAST OF A TREE POLE WITH A LIGHT ATTACHED.
 RJ0677'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0693 ***********************************************************************
 RJ0693  DESIGNATION -  D 297 X
 RJ0693  PID         -  RJ0693
 RJ0693  STATE/COUNTY-  MI/CHIPPEWA
 RJ0693  COUNTRY     -  US
 RJ0693  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0693
 RJ0693                         *CURRENT SURVEY CONTROL
 RJ0693  ______________________________________________________________________
 RJ0693* NAD 83(1986) POSITION- 46 29 04.     (N) 084 15 01.     (W)   SCALED
 RJ0693* NAVD 88 ORTHO HEIGHT -   215.876 (meters)      708.25  (feet) ADJUSTED
 RJ0693  ______________________________________________________________________
 RJ0693  GEOID HEIGHT    -        -36.703 (meters)                     GEOID18
 RJ0693  DYNAMIC HEIGHT  -        215.887 (meters)      708.29  (feet) COMP
 RJ0693  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0693
 RJ0693  VERT ORDER      -  FIRST     CLASS 0
 RJ0693
 RJ0693.The horizontal coordinates were scaled from a map and have
 RJ0693.an estimated accuracy of +/- 6 seconds.
 RJ0693
 RJ0693.The orthometric height was determined by differential leveling and
 RJ0693.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0693.in June 1991.
 RJ0693
 RJ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0693.GEOID18 height accuracy estimate available here.
 RJ0693
 RJ0693.Click photographs - Photos may exist for this station.
 RJ0693
 RJ0693.The dynamic height is computed by dividing the NAVD 88
 RJ0693.geopotential number by the normal gravity value computed on the
 RJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0693.degrees latitude (g = 980.6199 gals.).
 RJ0693
 RJ0693.The modeled gravity was interpolated from observed gravity values.
 RJ0693
 RJ0693;                    North         East    Units  Estimated Accuracy
 RJ0693;SPC MI N     -   192,730.    8,211,070.      MT  (+/- 180 meters Scaled)
 RJ0693
 RJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS110515(NAD 83)
 RJ0693
 RJ0693                          SUPERSEDED SURVEY CONTROL
 RJ0693
 RJ0693.No superseded survey control is available for this station.
 RJ0693
 RJ0693_MARKER: I = METAL ROD
 RJ0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0693_STAMPING: D 297 X 1983
 RJ0693_MARK LOGO: NGS
 RJ0693_PROJECTION: FLUSH
 RJ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0693_ROD/PIPE-DEPTH: 3.1 meters
 RJ0693
 RJ0693  HISTORY     - Date     Condition        Report By
 RJ0693  HISTORY     - 1983     MONUMENTED       NGS
 RJ0693
 RJ0693                          STATION DESCRIPTION
 RJ0693
 RJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0693'3.7 KM (2.3 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0693'3.7 KM (2.3 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0693'LANDING ON SUGAR ISLAND, 23.3 METERS (76.5 FT) NORTH OF THE CENTERLINE
 RJ0693'OF THE ROAD, 6.8 METERS (22.4 FT) EAST OF THE CENTER OF THE DRIVE
 RJ0693'LEADING TO THE HILLTOP BAR (A LARGE WOODEN BUILDING), AND 1.2 METERS
 RJ0693'(4.0 FT) SOUTH OF A POWERLINE POLE.  NOTE ROD DRIVEN TO REFUSAL, ALSO
 RJ0693'DATUM POINT IS STAMPED D 297.
 RJ0693'THE MARK IS 0.6 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0407 ***********************************************************************
 QK0407  DESIGNATION -  D 298
 QK0407  PID         -  QK0407
 QK0407  STATE/COUNTY-  MI/MACKINAC
 QK0407  COUNTRY     -  US
 QK0407  USGS QUAD   -  CEDARVILLE (2017)
 QK0407
 QK0407                         *CURRENT SURVEY CONTROL
 QK0407  ______________________________________________________________________
 QK0407* NAD 83(2011) POSITION- 45 59 30.49671(N) 084 15 39.64216(W)   ADJUSTED
 QK0407* NAD 83(2011) ELLIP HT-   151.164 (meters)        (06/27/12)   ADJUSTED
 QK0407* NAD 83(2011) EPOCH   -  2010.00
 QK0407* NAVD 88 ORTHO HEIGHT -   187.377 (meters)      614.75  (feet) ADJUSTED
 QK0407  ______________________________________________________________________
 QK0407  GEOID HEIGHT    -        -36.214 (meters)                     GEOID18
 QK0407  NAD 83(2011) X  -    443,893.990 (meters)                     COMP
 QK0407  NAD 83(2011) Y  - -4,416,830.590 (meters)                     COMP
 QK0407  NAD 83(2011) Z  -  4,564,723.436 (meters)                     COMP
 QK0407  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 QK0407  DYNAMIC HEIGHT  -        187.382 (meters)      614.77  (feet) COMP
 QK0407  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 QK0407
 QK0407  VERT ORDER      -  FIRST     CLASS 0
 QK0407
 QK0407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0407  Standards:
 QK0407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0407  -------------------------------------------------------------------
 QK0407  NETWORK    1.00   1.18           0.44   0.37   0.60     -0.03483982
 QK0407  -------------------------------------------------------------------
 QK0407  Click here for local accuracies and other accuracy information.
 QK0407
 QK0407.The horizontal coordinates were established by GPS observations
 QK0407.and adjusted by the National Geodetic Survey in June 2012.
 QK0407
 QK0407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0407.been affixed to the stable North American tectonic plate. See 
 QK0407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0407
 QK0407.The horizontal coordinates are valid at the epoch date displayed above
 QK0407.which is a decimal equivalence of Year/Month/Day.
 QK0407
 QK0407.The orthometric height was determined by differential leveling and
 QK0407.adjusted by the NATIONAL GEODETIC SURVEY
 QK0407.in June 1991.
 QK0407
 QK0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0407.GEOID18 height accuracy estimate available here.
 QK0407
 QK0407.Click photographs - Photos may exist for this station.
 QK0407
 QK0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0407
 QK0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0407
 QK0407.The ellipsoidal height was determined by GPS observations
 QK0407.and is referenced to NAD 83.
 QK0407
 QK0407.The dynamic height is computed by dividing the NAVD 88
 QK0407.geopotential number by the normal gravity value computed on the
 QK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0407.degrees latitude (g = 980.6199 gals.).
 QK0407
 QK0407.The modeled gravity was interpolated from observed gravity values.
 QK0407
 QK0407. The following values were computed from the NAD 83(2011) position.
 QK0407
 QK0407;                    North         East     Units Scale Factor Converg.
 QK0407;SPC MI N     -   137,979.843 8,212,142.325   MT  0.99991589   +1 58 47.0
 QK0407;SPC MI N     -   452,689.77 26,942,724.16   iFT  0.99991589   +1 58 47.0
 QK0407;UTM  16      - 5,096,784.859   712,114.812   MT  1.00015315   +1 58 14.6
 QK0407
 QK0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0407!SPC MI N     -   0.99997630  x   0.99991589  =   0.99989219
 QK0407!UTM  16      -   0.99997630  x   1.00015315  =   1.00012945
 QK0407
 QK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1211496784(NAD 83)
 QK0407
 QK0407                          SUPERSEDED SURVEY CONTROL
 QK0407
 QK0407  NAD 83(2007)-  45 59 30.49693(N)    084 15 39.64309(W) AD(2002.00) B
 QK0407  ELLIP H (05/16/11)  151.166  (m)                       GP(2002.00) 4 1
 QK0407  NAVD 88             187.38   (m)          614.8    (f) LEVELING    3  
 QK0407
 QK0407.Superseded values are not recommended for survey control.
 QK0407
 QK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0407.See file dsdata.pdf to determine how the superseded data were derived.
 QK0407
 QK0407_MARKER: DV = VERTICAL CONTROL DISK
 QK0407_SETTING: 66 = SET IN ROCK OUTCROP
 QK0407_STAMPING: D 298 1983
 QK0407_MARK LOGO: NGS
 QK0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0407+STABILITY: POSITION/ELEVATION WELL
 QK0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0407+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 QK0407
 QK0407  HISTORY     - Date     Condition        Report By
 QK0407  HISTORY     - 1983     MONUMENTED       NGS
 QK0407  HISTORY     - 19940728 GOOD             USPSQD
 QK0407  HISTORY     - 19950712 GOOD             USPSQD
 QK0407  HISTORY     - 20010331 GOOD             NGS
 QK0407  HISTORY     - 20090811 GOOD             MIDT
 QK0407
 QK0407                          STATION DESCRIPTION
 QK0407
 QK0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0407'8.5 KM (5.3 MI) EAST FROM CEDARVILLE.
 QK0407'8.5 KM (5.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0407'STATE HIGHWAY 129 IN CEDARVILLE, AT A FLAT CLEAR AREA ON THE SOUTH
 QK0407'SIDE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND THE EAST-WEST POWERLINE,
 QK0407'SET IN BEDROCK, 0.2 KM (0.1 MI) WEST OF A GRAVELED DRIVE LEADING NORTH
 QK0407'TO A RADIO TOWER, 12.86 METERS (48.2 FT) SOUTH OF THE CENTERLINE OF
 QK0407'THE HIGHWAY, 10.66 METERS (35.0 FT) NORTH-NORTHWEST OF A POWERLINE
 QK0407'POLE, 9.44 METERS (31.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF A
 QK0407'1.06 METERS (3.5 FT) GRADUAL DOWN SLOPE OF THE BEDROCK, 9.60 METERS
 QK0407'(31.5 FT) WEST OF THE EXTENDED CENTER OF A WOODS ROAD LEADING NORTH,
 QK0407'8.47 METERS (27.8 FT) NORTH OF THE POWER POLE LINE, 43.79 METERS
 QK0407'(143.7 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM A ROAD SIGN
 QK0407'(PASS WITH CARE) WHICH IS ABOUT 0.46 METERS (1.5 FT) RIGHT OF A LINE
 QK0407'WITH THE RADIO TOWER.
 QK0407'THE MARK IS 1.93 METERS  ESE FROM A WITNESS POST.
 QK0407'THE MARK IS 0.4 M BELOW HIGHWAY.
 QK0407
 QK0407                          STATION RECOVERY (1994)
 QK0407
 QK0407'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0407'RECOVERED IN GOOD CONDITION.
 QK0407
 QK0407                          STATION RECOVERY (1995)
 QK0407
 QK0407'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0407'RECOVERED IN GOOD CONDITION.
 QK0407
 QK0407                          STATION RECOVERY (2001)
 QK0407
 QK0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0407
 QK0407                          STATION RECOVERY (2009)
 QK0407
 QK0407'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QK0407'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0681 ***********************************************************************
 RJ0681  DESIGNATION -  D 299
 RJ0681  PID         -  RJ0681
 RJ0681  STATE/COUNTY-  MI/CHIPPEWA
 RJ0681  COUNTRY     -  US
 RJ0681  USGS QUAD   -  OAK RIDGE (2017)
 RJ0681
 RJ0681                         *CURRENT SURVEY CONTROL
 RJ0681  ______________________________________________________________________
 RJ0681* NAD 83(1986) POSITION- 46 21 58.     (N) 084 09 51.     (W)   SCALED
 RJ0681* NAVD 88 ORTHO HEIGHT -   188.036 (meters)      616.91  (feet) ADJUSTED
 RJ0681  ______________________________________________________________________
 RJ0681  GEOID HEIGHT    -        -36.628 (meters)                     GEOID18
 RJ0681  DYNAMIC HEIGHT  -        188.046 (meters)      616.95  (feet) COMP
 RJ0681  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 RJ0681
 RJ0681  VERT ORDER      -  FIRST     CLASS 0
 RJ0681
 RJ0681.The horizontal coordinates were scaled from a map and have
 RJ0681.an estimated accuracy of +/- 6 seconds.
 RJ0681
 RJ0681.The orthometric height was determined by differential leveling and
 RJ0681.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0681.in June 1991.
 RJ0681
 RJ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0681.GEOID18 height accuracy estimate available here.
 RJ0681
 RJ0681.Click photographs - Photos may exist for this station.
 RJ0681
 RJ0681.The dynamic height is computed by dividing the NAVD 88
 RJ0681.geopotential number by the normal gravity value computed on the
 RJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0681.degrees latitude (g = 980.6199 gals.).
 RJ0681
 RJ0681.The modeled gravity was interpolated from observed gravity values.
 RJ0681
 RJ0681;                    North         East    Units  Estimated Accuracy
 RJ0681;SPC MI N     -   179,820.    8,218,150.      MT  (+/- 180 meters Scaled)
 RJ0681
 RJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS181386(NAD 83)
 RJ0681
 RJ0681                          SUPERSEDED SURVEY CONTROL
 RJ0681
 RJ0681.No superseded survey control is available for this station.
 RJ0681
 RJ0681_MARKER: I = METAL ROD
 RJ0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0681_STAMPING: D 299 1983
 RJ0681_MARK LOGO: NGS
 RJ0681_PROJECTION: FLUSH
 RJ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0681_ROD/PIPE-DEPTH: 3.7 meters
 RJ0681
 RJ0681  HISTORY     - Date     Condition        Report By
 RJ0681  HISTORY     - 1983     MONUMENTED       NGS
 RJ0681
 RJ0681                          STATION DESCRIPTION
 RJ0681
 RJ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0681'25.0 KM (15.55 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0681'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0681'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0681'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0681'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0681'6 MILE ROAD, THENCE 7.55 KM (4.7 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0681'MARK ON THE RIGHT, 10.4 METERS (34.2 FT) WEST OF THE CENTER OF THE
 RJ0681'ROAD, AND 1.5 METERS (5.0 FT) WEST OF A POWERLINE POLE.  NOTE, ROD
 RJ0681'DRIVEN TO REFUSAL.  DESCRIBED BY BRUCE M GUNTER.
 RJ0681'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 RJ0681'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0124 ***********************************************************************
 NE0124  DESIGNATION -  D 3 USLS
 NE0124  PID         -  NE0124
 NE0124  STATE/COUNTY-  MI/WAYNE
 NE0124  COUNTRY     -  US
 NE0124  USGS QUAD   -  BELLE ISLE (2017)
 NE0124
 NE0124                         *CURRENT SURVEY CONTROL
 NE0124  ______________________________________________________________________
 NE0124* NAD 83(1986) POSITION- 42 21 38.     (N) 082 56 41.     (W)   SCALED
 NE0124* NAVD 88 ORTHO HEIGHT -   176.289 (meters)      578.37  (feet) ADJUSTED
 NE0124  ______________________________________________________________________
 NE0124  GEOID HEIGHT    -        -34.602 (meters)                     GEOID18
 NE0124  DYNAMIC HEIGHT  -        176.237 (meters)      578.20  (feet) COMP
 NE0124  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NE0124
 NE0124  VERT ORDER      -  FIRST     CLASS 0
 NE0124
 NE0124.The horizontal coordinates were scaled from a map and have
 NE0124.an estimated accuracy of +/- 6 seconds.
 NE0124
 NE0124.The orthometric height was determined by differential leveling and
 NE0124.adjusted by the NATIONAL GEODETIC SURVEY
 NE0124.in June 1991.
 NE0124
 NE0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0124.GEOID18 height accuracy estimate available here.
 NE0124
 NE0124.Click photographs - Photos may exist for this station.
 NE0124
 NE0124.The dynamic height is computed by dividing the NAVD 88
 NE0124.geopotential number by the normal gravity value computed on the
 NE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0124.degrees latitude (g = 980.6199 gals.).
 NE0124
 NE0124.The modeled gravity was interpolated from observed gravity values.
 NE0124
 NE0124;                    North         East    Units  Estimated Accuracy
 NE0124;SPC MI S     -    96,580.    4,117,130.      MT  (+/- 180 meters Scaled)
 NE0124
 NE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG398916(NAD 83)
 NE0124
 NE0124                          SUPERSEDED SURVEY CONTROL
 NE0124
 NE0124  NGVD 29 (11/26/84)  176.447  (m)          578.89   (f) ADJUSTED    1 0
 NE0124
 NE0124.Superseded values are not recommended for survey control.
 NE0124
 NE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0124.See file dsdata.pdf to determine how the superseded data were derived.
 NE0124
 NE0124_MARKER: DD = SURVEY DISK
 NE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0124+STABILITY: SURFACE MOTION
 NE0124
 NE0124  HISTORY     - Date     Condition        Report By
 NE0124  HISTORY     - UNK      MONUMENTED       USLS
 NE0124  HISTORY     - 1970     GOOD             USLS
 NE0124  HISTORY     - 1980     GOOD             NGS
 NE0124
 NE0124                          STATION DESCRIPTION
 NE0124
 NE0124'DESCRIBED BY US LAKE SURVEY 1970
 NE0124'IN DETROIT.
 NE0124'D 3 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0124'AT THE SOUTHEAST CORNER OF LENOX AND KORTE STREETS, ON NORTH
 NE0124'FACE OF BRICK DUPLEX DWELLING AT 294 LENOX, 7.3 FEET FROM THE
 NE0124'NORTHWEST CORNER, IN FOURTEENTH COURSE OF BRICK ABOVE THE
 NE0124'FOUNDATION, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 NE0124'INTO THE BRICK.  NOTE-- PREV. DESIG. BM D 3 1932.
 NE0124
 NE0124                          STATION RECOVERY (1980)
 NE0124
 NE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0124'IN DETROIT, AT THE JUNCTION OF LENOX STREET AND KORTE STREET,
 NE0124'SET VERTICALLY IN THE NORTHWEST FACE OF HOUSE 294 (A THREE STORY
 NE0124'BRICK HOUSE), 13.6 METERS (44.6 FEET) NORTHEAST OF THE NORTHEAST CURB
 NE0124'OF LENOX, 9.8 METERS (32.9 FEET) SOUTHEAST OF THE NORTHEAST CURB OF
 NE0124'LENOX, 5.2 METERS (17.1 FEET) NORTHEAST OF THE WEST CORNER
 NE0124'OF THE PORCH.
 NE0124'THE MARK IS 1.2 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0300 ***********************************************************************
 QL0300  DESIGNATION -  D 30
 QL0300  PID         -  QL0300
 QL0300  STATE/COUNTY-  MI/MENOMINEE
 QL0300  COUNTRY     -  US
 QL0300  USGS QUAD   -  BIRCH CREEK (2017)
 QL0300
 QL0300                         *CURRENT SURVEY CONTROL
 QL0300  ______________________________________________________________________
 QL0300* NAD 83(1986) POSITION- 45 12 09.     (N) 087 36 41.     (W)   SCALED
 QL0300* NAVD 88 ORTHO HEIGHT -   197.831 (meters)      649.05  (feet) ADJUSTED
 QL0300  ______________________________________________________________________
 QL0300  GEOID HEIGHT    -        -36.959 (meters)                     GEOID18
 QL0300  DYNAMIC HEIGHT  -        197.812 (meters)      648.99  (feet) COMP
 QL0300  MODELED GRAVITY -    980,519.4   (mgal)                       NAVD 88
 QL0300
 QL0300  VERT ORDER      -  FIRST     CLASS 0
 QL0300
 QL0300.The horizontal coordinates were scaled from a map and have
 QL0300.an estimated accuracy of +/- 6 seconds.
 QL0300
 QL0300.The orthometric height was determined by differential leveling and
 QL0300.adjusted by the NATIONAL GEODETIC SURVEY
 QL0300.in June 1991.
 QL0300
 QL0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0300.GEOID18 height accuracy estimate available here.
 QL0300
 QL0300.Click photographs - Photos may exist for this station.
 QL0300
 QL0300.The dynamic height is computed by dividing the NAVD 88
 QL0300.geopotential number by the normal gravity value computed on the
 QL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0300.degrees latitude (g = 980.6199 gals.).
 QL0300
 QL0300.The modeled gravity was interpolated from observed gravity values.
 QL0300
 QL0300;                    North         East    Units  Estimated Accuracy
 QL0300;SPC MI N     -    46,780.    7,951,960.      MT  (+/- 180 meters Scaled)
 QL0300
 QL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR519056(NAD 83)
 QL0300
 QL0300                          SUPERSEDED SURVEY CONTROL
 QL0300
 QL0300  NGVD 29 (??/??/92)  197.854  (m)          649.13   (f) ADJ UNCH    1 0
 QL0300
 QL0300.Superseded values are not recommended for survey control.
 QL0300
 QL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0300.See file dsdata.pdf to determine how the superseded data were derived.
 QL0300
 QL0300_MARKER: DB = BENCH MARK DISK
 QL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0300_STAMPING: D 30 1930 649.126
 QL0300_MARK LOGO: CGS
 QL0300_PROJECTION: FLUSH
 QL0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0300+STABILITY: SURFACE MOTION
 QL0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0300+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 QL0300
 QL0300  HISTORY     - Date     Condition        Report By
 QL0300  HISTORY     - 1930     MONUMENTED       CGS
 QL0300  HISTORY     - 1972     GOOD             NGS
 QL0300  HISTORY     - 1990     GOOD             USPSQD
 QL0300  HISTORY     - 19910904 GOOD             USPSQD
 QL0300  HISTORY     - 19920919 GOOD             MIDT
 QL0300  HISTORY     - 20010411 GOOD             MIDT
 QL0300  HISTORY     - 20041102 GOOD             USPSQD
 QL0300  HISTORY     - 20060427 GOOD             USPSQD
 QL0300
 QL0300                          STATION DESCRIPTION
 QL0300
 QL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0300'6.6 MI N FROM MENOMINEE.
 QL0300'ABOUT 6.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QL0300'FROM THE STATION AT MENOMINEE, AT THE SMALL VILLAGE OF BIRCH
 QL0300'CREEK, AT THE CROSSING OF BIRCH CREEK ROAD, 42.2 FEET EAST OF
 QL0300'THE EAST RAIL, 85 1/2 FEET WEST OF THE CENTER LINE OF U.S.
 QL0300'HIGHWAY 41, 41 FEET SOUTH OF THE CENTER LINE OF BIRCH CREEK
 QL0300'ROAD, 14 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF
 QL0300'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 1 FOOT BELOW
 QL0300'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 QL0300'FLUSH WITH THE LEVEL OF THE GROUND.  SEC 3, T 32 N, R 27 W.
 QL0300
 QL0300                          STATION RECOVERY (1990)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 1990 (CN)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (1991)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (1992)
 QL0300
 QL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QL0300'ABOUT 6.5 MI (10.5 KM) NORTH OF MENOMINEE, 8.0 MI (12.9 KM) SOUTH OF
 QL0300'WALLACE, AT BIRCH CREEK ROAD.  TO REACH FROM JUNCTION OF U.S. HIGHWAY
 QL0300'41 AND BIRCH CREEK ROAD GO WEST 83.0 FT (25.3 M) TO MARK ON LEFT
 QL0300'(SOUTH) SIDE OF BIRCH CREEK ROAD.  STATION IS SET FLUSH WITH THE
 QL0300'GROUND.  IT IS 83.0 FT (25.3 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QL0300'41, 41.0 FT (12.5 M) SOUTH OF THE CENTERLINE OF BIRCH CREEK ROAD, 40.4
 QL0300'FT (12.3 M) EAST OF THE EAST RAIL OF A RAILROAD TRACK, 39.2 FT (11.9
 QL0300'M) NORTHWEST OF A POWER POLE NUMBER 32272W45, 29.4 FT (9.0 M)
 QL0300'SOUTHWEST OF SOUTHWEST END OF CORNER CURB AND GUTTER, 21.7 FT (6.6 M)
 QL0300'EAST OF THE CENTER OF MICHIGAN BELL MANHOLE, 21.5 FT (6.6 M) SOUTHWEST
 QL0300'OF A POWER POLE NUMBER 32272W46 AND 1.0 FT (0.3 M) EAST OF A METAL
 QL0300'WITNESS POST.
 QL0300
 QL0300                          STATION RECOVERY (2001)
 QL0300
 QL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (2004)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (2006)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0502 ***********************************************************************
 QK0502  DESIGNATION -  D 302
 QK0502  PID         -  QK0502
 QK0502  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0502  COUNTRY     -  US
 QK0502  USGS QUAD   -  GRACE OE E (2017)
 QK0502
 QK0502                         *CURRENT SURVEY CONTROL
 QK0502  ______________________________________________________________________
 QK0502* NAD 83(1986) POSITION- 45 30 41.     (N) 084 07 06.     (W)   SCALED
 QK0502* NAVD 88 ORTHO HEIGHT -   181.277 (meters)      594.74  (feet) ADJUSTED
 QK0502  ______________________________________________________________________
 QK0502  GEOID HEIGHT    -        -36.522 (meters)                     GEOID18
 QK0502  DYNAMIC HEIGHT  -        181.271 (meters)      594.72  (feet) COMP
 QK0502  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 QK0502
 QK0502  VERT ORDER      -  FIRST     CLASS II
 QK0502
 QK0502.The horizontal coordinates were scaled from a map and have
 QK0502.an estimated accuracy of +/- 6 seconds.
 QK0502
 QK0502.The orthometric height was determined by differential leveling and
 QK0502.adjusted by the NATIONAL GEODETIC SURVEY
 QK0502.in June 1991.
 QK0502
 QK0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0502.GEOID18 height accuracy estimate available here.
 QK0502
 QK0502.Click photographs - Photos may exist for this station.
 QK0502
 QK0502.The dynamic height is computed by dividing the NAVD 88
 QK0502.geopotential number by the normal gravity value computed on the
 QK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0502.degrees latitude (g = 980.6199 gals.).
 QK0502
 QK0502.The modeled gravity was interpolated from observed gravity values.
 QK0502
 QK0502;                    North         East    Units  Estimated Accuracy
 QK0502;SPC MI C     -   243,910.    6,019,410.      MT  (+/- 180 meters Scaled)
 QK0502
 QK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR250438(NAD 83)
 QK0502
 QK0502                          SUPERSEDED SURVEY CONTROL
 QK0502
 QK0502.No superseded survey control is available for this station.
 QK0502
 QK0502_MARKER: F = FLANGE-ENCASED ROD
 QK0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0502_STAMPING: D 302 1983
 QK0502_MARK LOGO: NGS
 QK0502_PROJECTION: FLUSH
 QK0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0502+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QK0502_ROD/PIPE-DEPTH: 21.9 meters
 QK0502
 QK0502  HISTORY     - Date     Condition        Report By
 QK0502  HISTORY     - 1983     MONUMENTED       NGS
 QK0502  HISTORY     - 20070620 GOOD             MIDT
 QK0502
 QK0502                          STATION DESCRIPTION
 QK0502
 QK0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0502'28.0 KM (17.4 MI) NW FROM ROGERS CITY.
 QK0502'1.8 KM (1.1 MI) NORTHWEST ALONG HIGHWAY 23 BUSINESS (THIRD STREET)
 QK0502'FROM THE POST OFFICE IN ROGERS CITY, THENCE 26.2 KM (16.3 MI)
 QK0502'NORTHWEST ALONG THE HIGHWAY TO A GRAVEL ROAD LEADING TO A SMALL GROUP
 QK0502'OF CABINS AND HOMES, AT THE JUNCTION OF THREE GRAVEL STREETS,
 QK0502'34.74 METERS (114.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QK0502'10.97 METERS (36.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER CEDAR HOME,
 QK0502'12.28 METERS (40.3 FT) SOUTHWEST OF A WOODEN FLAGPOLE, 1.40 METERS
 QK0502'(4.6 FT) SOUTHEAST OF A POWERLINE POLE NUMBERED HB1-L2 WITH A
 QK0502'TRANSFORMER ATTACHED, AND 1.00 METERS (3.3 FT) SOUTHWEST OF THE STREET
 QK0502'SIGN KEYSTONE LANE.
 QK0502'THE MARK IS 6.64 METERS  E FROM A WITNESS POST.
 QK0502'THE MARK IS 0.60 M BELOW HIGHWAY.
 QK0502
 QK0502                          STATION RECOVERY (2007)
 QK0502
 QK0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QK0502'KEYSTONE LANE IS THE DIRT ROAD THAT PARALLELS US-23 ON THE LAKE SIDE.
 QK0502'THE POINT IS ON THE INTERSECTION OF A GRAVEL ROAD AND KEYSTONE LANE.
 QK0502'THE FIRE SIGN (RED SIGN) IS NUMBER 14 FOR THE CLOSEST TURN IN NEAR THE
 QK0502'POINT. WOODEN FLAGPOLE IS NOW METAL.
 QK0502'
 QK0502'36 FT (11.0 M) SOUTHWEST FROM THE SOUTHEAST CORNER OF A HOUSE WITH
 QK0502'ADDRESS 9095, 2.6 FT (0.8 M) EAST-SOUTHEAST OF A POWER POLE IS NOW
 QK0502'LABELED HB1-36-8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0694 ***********************************************************************
 OJ0694  DESIGNATION -  D 303
 OJ0694  PID         -  OJ0694
 OJ0694  STATE/COUNTY-  MI/BAY
 OJ0694  COUNTRY     -  US
 OJ0694  USGS QUAD   -  PINCONNING (2017)
 OJ0694
 OJ0694                         *CURRENT SURVEY CONTROL
 OJ0694  ______________________________________________________________________
 OJ0694* NAD 83(1986) POSITION- 43 50 29.6    (N) 083 57 58.0    (W)   HD_HELD2
 OJ0694* NAVD 88 ORTHO HEIGHT -   182.254 (meters)      597.95  (feet) ADJUSTED
 OJ0694  ______________________________________________________________________
 OJ0694  GEOID HEIGHT    -        -34.836 (meters)                     GEOID18
 OJ0694  DYNAMIC HEIGHT  -        182.221 (meters)      597.84  (feet) COMP
 OJ0694  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 OJ0694
 OJ0694  VERT ORDER      -  FIRST     CLASS II
 OJ0694
 OJ0694.The horizontal coordinates were established by autonomous hand held GPS
 OJ0694.observations and have an estimated accuracy of +/- 10 meters.
 OJ0694
 OJ0694.The orthometric height was determined by differential leveling and
 OJ0694.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0694.in June 1991.
 OJ0694
 OJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0694.GEOID18 height accuracy estimate available here.
 OJ0694
 OJ0694.Click photographs - Photos may exist for this station.
 OJ0694
 OJ0694.The dynamic height is computed by dividing the NAVD 88
 OJ0694.geopotential number by the normal gravity value computed on the
 OJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0694.degrees latitude (g = 980.6199 gals.).
 OJ0694
 OJ0694.The modeled gravity was interpolated from observed gravity values.
 OJ0694
 OJ0694;                    North         East    Units  Estimated Accuracy
 OJ0694;SPC MI S     -   260,187.    4,032,214.      MT  (+/- 10 meters HH2 GPS)
 OJ0694
 OJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6155858552(NAD 83)
 OJ0694
 OJ0694                          SUPERSEDED SURVEY CONTROL
 OJ0694
 OJ0694.No superseded survey control is available for this station.
 OJ0694
 OJ0694_MARKER: I = METAL ROD
 OJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0694_STAMPING: D 303 1983
 OJ0694_MARK LOGO: NGS
 OJ0694_PROJECTION: FLUSH
 OJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0694+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0694_ROD/PIPE-DEPTH: 6.09 meters
 OJ0694
 OJ0694  HISTORY     - Date     Condition        Report By
 OJ0694  HISTORY     - 1983     MONUMENTED       NGS
 OJ0694  HISTORY     - 19970824 GOOD             USPSQD
 OJ0694  HISTORY     - 20060128 GOOD             USPSQD
 OJ0694
 OJ0694                          STATION DESCRIPTION
 OJ0694
 OJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0694'1.4 KM (0.9 MI) SOUTH FROM PINCONNING.
 OJ0694'1.4 KM (0.9 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0694'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE LEFT, SET ON THE
 OJ0694'GROUNDS OF THE CONTINENTAL TELEPHONE COMPANY OF MICHIGAN, 25.75 METERS
 OJ0694'(84.5 FT) EAST OF CENTERLINE OF HIGHWAY 13, 18.83 METERS (61.8 FT)
 OJ0694'NORTH OF NORTH DRIVE OF CONTINENTAL TELEPHONE COMPANY, 0.36 METER
 OJ0694'(1.2 FT) EAST OF NORTHEAST CORNER POST OF A CHAIN LINK FENCE, AND
 OJ0694'0.30 METER (1.0 FT) NORTH OF NORTH SIDE OF FENCE.
 OJ0694'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 OJ0694'THE MARK IS ABOVE LEVEL WITH HIGHWAY 13.
 OJ0694
 OJ0694                          STATION RECOVERY (1997)
 OJ0694
 OJ0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0694'RECOVERED IN GOOD CONDITION.
 OJ0694
 OJ0694                          STATION RECOVERY (2006)
 OJ0694
 OJ0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0694'THE TELEPHONE COMPANY DESCRIBED IS NOW CALLED CENTURYTEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0178 ***********************************************************************
 PK0178  DESIGNATION -  D 304
 PK0178  PID         -  PK0178
 PK0178  STATE/COUNTY-  MI/IOSCO
 PK0178  COUNTRY     -  US
 PK0178  USGS QUAD   -  TAWAS CITY (2017)
 PK0178
 PK0178                         *CURRENT SURVEY CONTROL
 PK0178  ______________________________________________________________________
 PK0178* NAD 83(1986) POSITION- 44 16 20.     (N) 083 30 42.     (W)   SCALED
 PK0178* NAVD 88 ORTHO HEIGHT -   180.143 (meters)      591.02  (feet) ADJUSTED
 PK0178  ______________________________________________________________________
 PK0178  GEOID HEIGHT    -        -35.249 (meters)                     GEOID18
 PK0178  DYNAMIC HEIGHT  -        180.119 (meters)      590.94  (feet) COMP
 PK0178  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 PK0178
 PK0178  VERT ORDER      -  FIRST     CLASS II
 PK0178
 PK0178.The horizontal coordinates were scaled from a map and have
 PK0178.an estimated accuracy of +/- 6 seconds.
 PK0178
 PK0178.The orthometric height was determined by differential leveling and
 PK0178.adjusted by the NATIONAL GEODETIC SURVEY
 PK0178.in June 1991.
 PK0178
 PK0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0178.GEOID18 height accuracy estimate available here.
 PK0178
 PK0178.Click photographs - Photos may exist for this station.
 PK0178
 PK0178.The dynamic height is computed by dividing the NAVD 88
 PK0178.geopotential number by the normal gravity value computed on the
 PK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0178.degrees latitude (g = 980.6199 gals.).
 PK0178
 PK0178.The modeled gravity was interpolated from observed gravity values.
 PK0178
 PK0178;                    North         East    Units  Estimated Accuracy
 PK0178;SPC MI C     -   106,540.    6,068,260.      MT  (+/- 180 meters Scaled)
 PK0178
 PK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK995051(NAD 83)
 PK0178
 PK0178                          SUPERSEDED SURVEY CONTROL
 PK0178
 PK0178.No superseded survey control is available for this station.
 PK0178
 PK0178_MARKER: I = METAL ROD
 PK0178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0178_STAMPING: D 304 1983
 PK0178_MARK LOGO: NGS
 PK0178_PROJECTION: FLUSH
 PK0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0178_ROD/PIPE-DEPTH: 12.2 meters
 PK0178
 PK0178  HISTORY     - Date     Condition        Report By
 PK0178  HISTORY     - 1983     MONUMENTED       NGS
 PK0178  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 PK0178
 PK0178                          STATION DESCRIPTION
 PK0178
 PK0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0178'IN TAWAS CITY.
 PK0178'IN TAWAS CITY, 1.0 KM (0.65 MI) NORTH ALONG LAKE STREET FROM THE POST
 PK0178'OFFICE TO THE MARK ON THE LEFT, 11.70 METERS (38.4 FT) NORTHWEST OF
 PK0178'THE CENTERLINE OF LAKE STREET, 17.55 METERS (57.6 FT) EAST OF THE
 PK0178'NORTHEAST CORNER OF A TWO LEVEL WOOD HOUSE, 5.85 METERS (19.2 FT)
 PK0178'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL BUILDING (TAWAS
 PK0178'HARDWARE), AND 10.21 METERS (33.5 FT) SOUTHWEST OF THE EAST BRACE POST
 PK0178'OF THE TAWAS HARDWARE SIGN.
 PK0178'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 PK0178'THE MARK IS 0.30 M ABOVE LAKE STREET.
 PK0178
 PK0178                          STATION RECOVERY (2005)
 PK0178
 PK0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0178'ADDITION TO THE ABOVE DESCRIPTION.
 PK0178'ENTRANCE DRIVE AND APRON FROM U.S. HIGWAY 23 HAS BEEN EXPANDED AND
 PK0178'COVERED BY ASPHALT.
 PK0178'NO WITNESS POST REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0153 ***********************************************************************
 PK0153  DESIGNATION -  D 305
 PK0153  PID         -  PK0153
 PK0153  STATE/COUNTY-  MI/ARENAC
 PK0153  COUNTRY     -  US
 PK0153  USGS QUAD   -  OMER (2017)
 PK0153
 PK0153                         *CURRENT SURVEY CONTROL
 PK0153  ______________________________________________________________________
 PK0153* NAD 83(1986) POSITION- 44 06 47.     (N) 083 47 14.     (W)   SCALED
 PK0153* NAVD 88 ORTHO HEIGHT -   189.183 (meters)      620.68  (feet) ADJUSTED
 PK0153  ______________________________________________________________________
 PK0153  GEOID HEIGHT    -        -35.165 (meters)                     GEOID18
 PK0153  DYNAMIC HEIGHT  -        189.154 (meters)      620.58  (feet) COMP
 PK0153  MODELED GRAVITY -    980,457.6   (mgal)                       NAVD 88
 PK0153
 PK0153  VERT ORDER      -  FIRST     CLASS II
 PK0153
 PK0153.The horizontal coordinates were scaled from a map and have
 PK0153.an estimated accuracy of +/- 6 seconds.
 PK0153
 PK0153.The orthometric height was determined by differential leveling and
 PK0153.adjusted by the NATIONAL GEODETIC SURVEY
 PK0153.in June 1991.
 PK0153
 PK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0153.GEOID18 height accuracy estimate available here.
 PK0153
 PK0153.Click photographs - Photos may exist for this station.
 PK0153
 PK0153.The dynamic height is computed by dividing the NAVD 88
 PK0153.geopotential number by the normal gravity value computed on the
 PK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0153.degrees latitude (g = 980.6199 gals.).
 PK0153
 PK0153.The modeled gravity was interpolated from observed gravity values.
 PK0153
 PK0153;                    North         East    Units  Estimated Accuracy
 PK0153;SPC MI C     -    88,660.    6,046,390.      MT  (+/- 180 meters Scaled)
 PK0153
 PK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ769882(NAD 83)
 PK0153
 PK0153                          SUPERSEDED SURVEY CONTROL
 PK0153
 PK0153.No superseded survey control is available for this station.
 PK0153
 PK0153_MARKER: I = METAL ROD
 PK0153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0153_STAMPING: D 305 1983
 PK0153_MARK LOGO: NGS
 PK0153_PROJECTION: FLUSH
 PK0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0153+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 PK0153_ROD/PIPE-DEPTH: 4.11 meters
 PK0153
 PK0153  HISTORY     - Date     Condition        Report By
 PK0153  HISTORY     - 1983     MONUMENTED       NGS
 PK0153  HISTORY     - 20010811 GOOD             USPSQD
 PK0153
 PK0153                          STATION DESCRIPTION
 PK0153
 PK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0153'1.6 KM (1.0 MI) EAST FROM TWINING.
 PK0153'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0153'HIGHWAY 65 IN TWINING, AT THE JUNCTION OF CRAWFORD ROAD, IN THE
 PK0153'NORTHEAST ANGLE OF THE INTERSECTION, 26.12 METERS (85.7 FT) NORTH OF
 PK0153'THE CENTERLINE OF TWINING ROAD, 9.85 METERS (32.3 FT) EAST OF THE
 PK0153'APPROXIMATE CENTER OF CRAWFORD ROAD, 12.95 METERS (42.5 FT) NORTHWEST
 PK0153'OF POWERLINE POLE NUMBER CP-6-35, AND 0.52 METER (1.7 FT) EAST OF
 PK0153'TELEPHONE JUNCTION BOX NUMBER 3110-1.
 PK0153'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 PK0153'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0153
 PK0153                          STATION RECOVERY (2001)
 PK0153
 PK0153'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0167 ***********************************************************************
 QJ0167  DESIGNATION -  D 306
 QJ0167  PID         -  QJ0167
 QJ0167  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0167  COUNTRY     -  US
 QJ0167  USGS QUAD   -  METZ (2017)
 QJ0167
 QJ0167                         *CURRENT SURVEY CONTROL
 QJ0167  ______________________________________________________________________
 QJ0167* NAD 83(1986) POSITION- 45 22 03.     (N) 083 46 40.     (W)   SCALED
 QJ0167* NAVD 88 ORTHO HEIGHT -   226.233 (meters)      742.23  (feet) ADJUSTED
 QJ0167  ______________________________________________________________________
 QJ0167  GEOID HEIGHT    -        -36.789 (meters)                     GEOID18
 QJ0167  DYNAMIC HEIGHT  -        226.220 (meters)      742.19  (feet) COMP
 QJ0167  MODELED GRAVITY -    980,554.1   (mgal)                       NAVD 88
 QJ0167
 QJ0167  VERT ORDER      -  FIRST     CLASS II
 QJ0167
 QJ0167.The horizontal coordinates were scaled from a map and have
 QJ0167.an estimated accuracy of +/- 6 seconds.
 QJ0167
 QJ0167.The orthometric height was determined by differential leveling and
 QJ0167.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0167.in June 1991.
 QJ0167
 QJ0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0167.GEOID18 height accuracy estimate available here.
 QJ0167
 QJ0167.Click photographs - Photos may exist for this station.
 QJ0167
 QJ0167.The dynamic height is computed by dividing the NAVD 88
 QJ0167.geopotential number by the normal gravity value computed on the
 QJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0167.degrees latitude (g = 980.6199 gals.).
 QJ0167
 QJ0167.The modeled gravity was interpolated from observed gravity values.
 QJ0167
 QJ0167;                    North         East    Units  Estimated Accuracy
 QJ0167;SPC MI C     -   228,060.    6,046,130.      MT  (+/- 180 meters Scaled)
 QJ0167
 QJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL824275(NAD 83)
 QJ0167
 QJ0167                          SUPERSEDED SURVEY CONTROL
 QJ0167
 QJ0167.No superseded survey control is available for this station.
 QJ0167
 QJ0167_MARKER: I = METAL ROD
 QJ0167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0167_STAMPING: D 306 1983
 QJ0167_MARK LOGO: NGS
 QJ0167_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0167+STABILITY: POSITION/ELEVATION WELL
 QJ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0167+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 QJ0167_ROD/PIPE-DEPTH: 18.1 meters
 QJ0167_SLEEVE-DEPTH  : 4.20 meters
 QJ0167
 QJ0167  HISTORY     - Date     Condition        Report By
 QJ0167  HISTORY     - 1983     MONUMENTED       NGS
 QJ0167  HISTORY     - 20030811 GOOD             USPSQD
 QJ0167  HISTORY     - 20040812 GOOD             USPSQD
 QJ0167
 QJ0167                          STATION DESCRIPTION
 QJ0167
 QJ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0167'7.3 KM (4.55 MI) SE FROM ROGERS CITY.
 QJ0167'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0167'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 2.4 KM (1.5 MI)
 QJ0167'SOUTHEAST ALONG U.S. HIGHWAY 23, SET BY GARY BRICK PILLARS SUPPORTING
 QJ0167'THE GATE AT THE MAIN ENTRANCE TO THE MOUNT CALVERY CEMETERY,
 QJ0167'34.13 METERS (112.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0167'4.57 METERS (15.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 QJ0167'2.13 METERS (7.0 FT) EAST OF THE NORTHEAST CORNER OF THE BRICK PILLAR
 QJ0167'ON THE SOUTHEAST SIDE OF THE GRAVEL ROAD, AND 1.52 METERS (5.0 FT)
 QJ0167'NORTHEAST OF THE NORTHEAST FACE OF THE PILLAR.
 QJ0167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0167
 QJ0167                          STATION RECOVERY (2003)
 QJ0167
 QJ0167'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0167'GRAVEL ROAD HAS BEEN ASHPHALT PAVED.
 QJ0167
 QJ0167                          STATION RECOVERY (2004)
 QJ0167
 QJ0167'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0217 ***********************************************************************
 PK0217  DESIGNATION -  D 307
 PK0217  PID         -  PK0217
 PK0217  STATE/COUNTY-  MI/ALCONA
 PK0217  COUNTRY     -  US
 PK0217  USGS QUAD   -  GREENBUSH (2017)
 PK0217
 PK0217                         *CURRENT SURVEY CONTROL
 PK0217  ______________________________________________________________________
 PK0217* NAD 83(1986) POSITION- 44 31 40.     (N) 083 18 54.     (W)   SCALED
 PK0217* NAVD 88 ORTHO HEIGHT -   179.716 (meters)      589.62  (feet) ADJUSTED
 PK0217  ______________________________________________________________________
 PK0217  GEOID HEIGHT    -        -35.582 (meters)                     GEOID18
 PK0217  DYNAMIC HEIGHT  -        179.698 (meters)      589.56  (feet) COMP
 PK0217  MODELED GRAVITY -    980,510.7   (mgal)                       NAVD 88
 PK0217
 PK0217  VERT ORDER      -  FIRST     CLASS II
 PK0217
 PK0217.The horizontal coordinates were scaled from a map and have
 PK0217.an estimated accuracy of +/- 6 seconds.
 PK0217
 PK0217.The orthometric height was determined by differential leveling and
 PK0217.adjusted by the NATIONAL GEODETIC SURVEY
 PK0217.in June 1991.
 PK0217
 PK0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0217.GEOID18 height accuracy estimate available here.
 PK0217
 PK0217.Click photographs - Photos may exist for this station.
 PK0217
 PK0217.The dynamic height is computed by dividing the NAVD 88
 PK0217.geopotential number by the normal gravity value computed on the
 PK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0217.degrees latitude (g = 980.6199 gals.).
 PK0217
 PK0217.The modeled gravity was interpolated from observed gravity values.
 PK0217
 PK0217;                    North         East    Units  Estimated Accuracy
 PK0217;SPC MI C     -   135,120.    6,083,590.      MT  (+/- 180 meters Scaled)
 PK0217
 PK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK160331(NAD 83)
 PK0217
 PK0217                          SUPERSEDED SURVEY CONTROL
 PK0217
 PK0217.No superseded survey control is available for this station.
 PK0217
 PK0217_MARKER: I = METAL ROD
 PK0217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0217_STAMPING: D 307 1983
 PK0217_MARK LOGO: NGS
 PK0217_PROJECTION: RECESSED 3 CENTIMETERS
 PK0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0217+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0217_ROD/PIPE-DEPTH: 12.2 meters
 PK0217
 PK0217  HISTORY     - Date     Condition        Report By
 PK0217  HISTORY     - 1983     MONUMENTED       NGS
 PK0217  HISTORY     - 19960511 GOOD             USPSQD
 PK0217  HISTORY     - 20050731 GOOD             USPSQD
 PK0217
 PK0217                          STATION DESCRIPTION
 PK0217
 PK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0217'12.4 KM (7.7 MI) NORTH FROM OSCODA.
 PK0217'12.4 KM (7.7 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0217'RIVER ROAD IN OSCODA TO THE MARK ON THE RIGHT, AT HOUSE NUMBER 4497,
 PK0217'ALSO 7.1 KM (4.4 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 PK0217'IN GREENBUSH, 25.75 METERS (84.5 FT) EAST OF THE CENTERLINE OF THE
 PK0217'HIGHWAY, 15.84 METERS (52.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0217'SOUTH DRIVE TO A RESORT, 11.95 METERS (39.2 FT) SOUTH OF THE
 PK0217'APPROXIMATE CENTER OF THE NORTH DRIVE TO A RESORT, 8.38 METERS
 PK0217'(27.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING AND
 PK0217'RESIDENCE TO THE SAN DOO RESORT, AND 7.95 METERS (26.1 FT) SOUTHWEST
 PK0217'OF THE NORTHWEST CORNER OF THE OFFICE BUILDING AND RESIDENCE FOR THE
 PK0217'SAN DOO RESORT (TWO LEVEL HOUSE).
 PK0217'THE MARK IS 0.30 M ABOVE HIGHWAY.
 PK0217
 PK0217                          STATION RECOVERY (1996)
 PK0217
 PK0217'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0217'RECOVERED IN GOOD CONDITION.
 PK0217
 PK0217                          STATION RECOVERY (2005)
 PK0217
 PK0217'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0217'RESORT MENTIONED IN THE DESCRIPTION IS NOW STEFAN'S R AND R RESORT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0135 ***********************************************************************
 QJ0135  DESIGNATION -  D 308
 QJ0135  PID         -  QJ0135
 QJ0135  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0135  COUNTRY     -  US
 QJ0135  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0135
 QJ0135                         *CURRENT SURVEY CONTROL
 QJ0135  ______________________________________________________________________
 QJ0135* NAD 83(1986) POSITION- 45 19 52.     (N) 083 34 29.     (W)   SCALED
 QJ0135* NAVD 88 ORTHO HEIGHT -   186.413 (meters)      611.59  (feet) ADJUSTED
 QJ0135  ______________________________________________________________________
 QJ0135  GEOID HEIGHT    -        -36.892 (meters)                     GEOID18
 QJ0135  DYNAMIC HEIGHT  -        186.403 (meters)      611.56  (feet) COMP
 QJ0135  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 QJ0135
 QJ0135  VERT ORDER      -  FIRST     CLASS II
 QJ0135
 QJ0135.The horizontal coordinates were scaled from a map and have
 QJ0135.an estimated accuracy of +/- 6 seconds.
 QJ0135
 QJ0135.The orthometric height was determined by differential leveling and
 QJ0135.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0135.in June 1991.
 QJ0135
 QJ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0135.GEOID18 height accuracy estimate available here.
 QJ0135
 QJ0135.Click photographs - Photos may exist for this station.
 QJ0135
 QJ0135.The dynamic height is computed by dividing the NAVD 88
 QJ0135.geopotential number by the normal gravity value computed on the
 QJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0135.degrees latitude (g = 980.6199 gals.).
 QJ0135
 QJ0135.The modeled gravity was interpolated from observed gravity values.
 QJ0135
 QJ0135;                    North         East    Units  Estimated Accuracy
 QJ0135;SPC MI C     -   224,150.    6,062,080.      MT  (+/- 180 meters Scaled)
 QJ0135
 QJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL982229(NAD 83)
 QJ0135
 QJ0135                          SUPERSEDED SURVEY CONTROL
 QJ0135
 QJ0135.No superseded survey control is available for this station.
 QJ0135
 QJ0135_MARKER: I = METAL ROD
 QJ0135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0135_STAMPING: D 308 1983
 QJ0135_MARK LOGO: NGS
 QJ0135_PROJECTION: RECESSED 3 CENTIMETERS
 QJ0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0135+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 QJ0135_ROD/PIPE-DEPTH: 10.8 meters
 QJ0135
 QJ0135  HISTORY     - Date     Condition        Report By
 QJ0135  HISTORY     - 1983     MONUMENTED       NGS
 QJ0135  HISTORY     - 20060130 GOOD             MIDT
 QJ0135
 QJ0135                          STATION DESCRIPTION
 QJ0135
 QJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0135'24.0 KM (14.95 MI) SE FROM ROGERS CITY.
 QJ0135'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0135'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0135'SOUTHEAST ALONG U.S. HIGHWAY 23 AT THE JUNCTION OF E 638 HIGHWAY
 QJ0135'LEADING EAST TO PRESQUE ISLE HARBOR, 33.98 METERS (111.5 FT) NORTHEAST
 QJ0135'OF THE CENTERLINE OF HIGHWAY 23, 23.77 METERS (78.0FT) SOUTHEAST OF
 QJ0135'THE CENTERLINE OF HIGHWAY E 638, 20.11 METERS (66.0 FT) EAST OF A
 QJ0135'POWERLINE POLE NUMBERED GL 44014 A WITH A STREET LIGHT AND A TELEPHONE
 QJ0135'ATTACHED, AND JUNCTION BOX AT THE BASE, 6.61 METERS (21.7 FT) SOUTH OF
 QJ0135'A GUY WIRE ANCHOR TO POLE NUMBERED GL 44014, AND 0.79 METER (2.6 FT)
 QJ0135'NORTH OF POLE NUMBERED GL 44014 WITH A TRANSFORMER ATTACHED.  NOTE,
 QJ0135'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0135'THE MARK IS 1.2 M BELOW HIGHWAY 23.
 QJ0135
 QJ0135                          STATION RECOVERY (2006)
 QJ0135
 QJ0135'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0135'RECOVERED AS DESCRIBED,
 QJ0135'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0135'SCALE FACTOR     0.99991216
 QJ0135'QJ0135  45 19 52.442121 N    83 34 29.404477 W    149.518
 QJ0135'METER       224163.6289         6062067.6988       186.413  -36.895
 QJ0135'STANDARD DEVIATION N E Z   0.0038   0.0038   0.0000
 QJ0135'INT. FT.    735444.9768        19888673.5526       611.591 -121.046
 QJ0135'STANDARD DEVIATION N E Z   0.0124   0.0123   0.0000
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0248 ***********************************************************************
 PK0248  DESIGNATION -  D 309
 PK0248  PID         -  PK0248
 PK0248  STATE/COUNTY-  MI/ALCONA
 PK0248  COUNTRY     -  US
 PK0248  USGS QUAD   -  BLACK RIVER (2017)
 PK0248
 PK0248                         *CURRENT SURVEY CONTROL
 PK0248  ______________________________________________________________________
 PK0248* NAD 83(1986) POSITION- 44 48 53.     (N) 083 21 16.     (W)   SCALED
 PK0248* NAVD 88 ORTHO HEIGHT -   208.557 (meters)      684.24  (feet) ADJUSTED
 PK0248  ______________________________________________________________________
 PK0248  GEOID HEIGHT    -        -36.079 (meters)                     GEOID18
 PK0248  DYNAMIC HEIGHT  -        208.539 (meters)      684.18  (feet) COMP
 PK0248  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 PK0248  OBS GRAVITY     -    980,523.8   (mgal)                       GRAV_OBS
 PK0248
 PK0248  VERT ORDER      -  FIRST     CLASS II
 PK0248
 PK0248.The horizontal coordinates were scaled from a map and have
 PK0248.an estimated accuracy of +/- 6 seconds.
 PK0248
 PK0248.The orthometric height was determined by differential leveling and
 PK0248.adjusted by the NATIONAL GEODETIC SURVEY
 PK0248.in June 1991.
 PK0248
 PK0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0248.GEOID18 height accuracy estimate available here.
 PK0248
 PK0248.Click photographs - Photos may exist for this station.
 PK0248
 PK0248.The dynamic height is computed by dividing the NAVD 88
 PK0248.geopotential number by the normal gravity value computed on the
 PK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0248.degrees latitude (g = 980.6199 gals.).
 PK0248
 PK0248.The modeled gravity was interpolated from observed gravity values.
 PK0248
 PK0248.The observed gravity was obtained from relative gravimeter ties
 PK0248.to the IGSN71 gravity network.
 PK0248
 PK0248;                    North         East    Units  Estimated Accuracy
 PK0248;SPC MI C     -   166,960.    6,080,060.      MT  (+/- 180 meters Scaled)
 PK0248
 PK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK138650(NAD 83)
 PK0248
 PK0248                          SUPERSEDED SURVEY CONTROL
 PK0248
 PK0248.No superseded survey control is available for this station.
 PK0248
 PK0248_MARKER: I = METAL ROD
 PK0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0248_STAMPING: D 309 1983
 PK0248_MARK LOGO: NGS
 PK0248_PROJECTION: FLUSH
 PK0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0248+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0248_ROD/PIPE-DEPTH: 9.75 meters
 PK0248
 PK0248  HISTORY     - Date     Condition        Report By
 PK0248  HISTORY     - 1983     MONUMENTED       NGS
 PK0248  HISTORY     - 19960511 GOOD             USPSQD
 PK0248  HISTORY     - 20050829 GOOD             USPSQD
 PK0248
 PK0248                          STATION DESCRIPTION
 PK0248
 PK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0248'19.4 KM (12.05 MI) NORT FROM HARRISVILLE.
 PK0248'19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0248'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE, THENCE 0.3 KM (0.2 MI)
 PK0248'EAST ALONG BLACK RIVER ROAD TO THE MARK ON THE RIGHT, 13.96 METERS
 PK0248'(45.8 FT) SOUTH OF THE CENTERLINE OF BLACK RIVER ROAD, 85.37 METERS
 PK0248'(280.1 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY TO HOUSE
 PK0248'NUMBER 4257 ON THE NORTH SIDE OF THE ROAD, AND 1.06 METERS (3.5 FT)
 PK0248'WEST OF A FENCE POST IN A NORTH-SOUTH FENCE LINE.
 PK0248'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 PK0248'THE MARK IS 0.76 M ABOVE BLACK RIVER ROAD.
 PK0248
 PK0248                          STATION RECOVERY (1996)
 PK0248
 PK0248'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0248'RECOVERED IN GOOD CONDITION.
 PK0248
 PK0248                          STATION RECOVERY (2005)
 PK0248
 PK0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0350 ***********************************************************************
 OJ0350  DESIGNATION -  D 31
 OJ0350  PID         -  OJ0350
 OJ0350  STATE/COUNTY-  MI/TUSCOLA
 OJ0350  COUNTRY     -  US
 OJ0350  USGS QUAD   -  VASSAR (2017)
 OJ0350
 OJ0350                         *CURRENT SURVEY CONTROL
 OJ0350  ______________________________________________________________________
 OJ0350* NAD 83(1986) POSITION- 43 22 09.     (N) 083 34 31.     (W)   SCALED
 OJ0350* NAVD 88 ORTHO HEIGHT -   197.381 (meters)      647.57  (feet) ADJUSTED
 OJ0350  ______________________________________________________________________
 OJ0350  GEOID HEIGHT    -        -34.281 (meters)                     GEOID18
 OJ0350  DYNAMIC HEIGHT  -        197.339 (meters)      647.44  (feet) COMP
 OJ0350  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 OJ0350  OBS GRAVITY     -    980,408.5   (mgal)                       GRAV_OBS
 OJ0350
 OJ0350  VERT ORDER      -  FIRST     CLASS II
 OJ0350
 OJ0350.The horizontal coordinates were scaled from a map and have
 OJ0350.an estimated accuracy of +/- 6 seconds.
 OJ0350
 OJ0350.The orthometric height was determined by differential leveling and
 OJ0350.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0350.in June 1991.
 OJ0350
 OJ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0350.GEOID18 height accuracy estimate available here.
 OJ0350
 OJ0350.Click photographs - Photos may exist for this station.
 OJ0350
 OJ0350.The dynamic height is computed by dividing the NAVD 88
 OJ0350.geopotential number by the normal gravity value computed on the
 OJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0350.degrees latitude (g = 980.6199 gals.).
 OJ0350
 OJ0350.The modeled gravity was interpolated from observed gravity values.
 OJ0350
 OJ0350.The observed gravity was obtained from relative gravimeter ties
 OJ0350.to the IGSN71 gravity network.
 OJ0350
 OJ0350;                    North         East    Units  Estimated Accuracy
 OJ0350;SPC MI S     -   207,930.    4,064,140.      MT  (+/- 180 meters Scaled)
 OJ0350
 OJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ913050(NAD 83)
 OJ0350
 OJ0350                          SUPERSEDED SURVEY CONTROL
 OJ0350
 OJ0350  NGVD 29 (??/??/92)  197.540  (m)          648.10   (f) ADJ UNCH    1 2
 OJ0350
 OJ0350.Superseded values are not recommended for survey control.
 OJ0350
 OJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0350.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0350
 OJ0350_MARKER: DB = BENCH MARK DISK
 OJ0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0350_SP_SET: SILL
 OJ0350_STAMPING: 648.096 D 31 1930
 OJ0350_MARK LOGO: CGS
 OJ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0350+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2014
 OJ0350
 OJ0350  HISTORY     - Date     Condition        Report By
 OJ0350  HISTORY     - 1930     MONUMENTED       CGS
 OJ0350  HISTORY     - 1934     GOOD             CGS
 OJ0350  HISTORY     - 19990529 GOOD             USPSQD
 OJ0350  HISTORY     - 20100617 GOOD             FLINT
 OJ0350  HISTORY     - 20140415 GOOD             SPICE
 OJ0350  HISTORY     - 20160316 GOOD             OHM
 OJ0350
 OJ0350                          STATION DESCRIPTION
 OJ0350
 OJ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0350'AT VASSAR.
 OJ0350'AT VASSAR, TUSCOLA COUNTY, ON THE MICHIGAN CENTRAL RAILROAD
 OJ0350'AT THE SOUTHEAST CORNER OF THE STATION, IN THE WINDOW SILL
 OJ0350'OF THE TICKET OFFICE, AND 3.7 FEET ABOVE THE BRICK PLATFORM.
 OJ0350'A STANDARD DISK, STAMPED 648.096 D 31 1930.
 OJ0350
 OJ0350                          STATION RECOVERY (1999)
 OJ0350
 OJ0350'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0350'RECOVERED IN GOOD CONDITION.
 OJ0350
 OJ0350                          STATION RECOVERY (2010)
 OJ0350
 OJ0350'RECOVERY NOTE BY FLINT SURVEYING AND ENGINEERIN 2010
 OJ0350'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OJ0350
 OJ0350                          STATION RECOVERY (2014)
 OJ0350
 OJ0350'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2014 (ESB)
 OJ0350'RECOVERED IN GOOD CONDITION.
 OJ0350
 OJ0350                          STATION RECOVERY (2016)
 OJ0350
 OJ0350'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2016 (JDS)
 OJ0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DR9581 ***********************************************************************
 DR9581  DESIGNATION -  D 310 RESET
 DR9581  PID         -  DR9581
 DR9581  STATE/COUNTY-  MI/ALPENA
 DR9581  COUNTRY     -  US
 DR9581  USGS QUAD   -  ALPENA (2017)
 DR9581
 DR9581                         *CURRENT SURVEY CONTROL
 DR9581  ______________________________________________________________________
 DR9581* NAD 83(1986) POSITION- 45 04 28.93   (N) 083 26 52.97   (W)   HD_HELD1
 DR9581* NAVD 88 ORTHO HEIGHT -   184.460 (meters)      605.18  (feet) ADJUSTED
 DR9581  ______________________________________________________________________
 DR9581  GEOID HEIGHT    -        -36.546 (meters)                     GEOID18
 DR9581  DYNAMIC HEIGHT  -        184.447 (meters)      605.14  (feet) COMP
 DR9581  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DR9581
 DR9581  VERT ORDER      -  SECOND    CLASS I
 DR9581
 DR9581.The horizontal coordinates were determined by differentially corrected
 DR9581.hand held GPS observations or other comparable positioning techniques
 DR9581.and have an estimated accuracy of +/- 3 meters.
 DR9581
 DR9581.The orthometric height was determined by differential leveling and
 DR9581.adjusted by the NATIONAL GEODETIC SURVEY
 DR9581.in November 2024.
 DR9581
 DR9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9581.GEOID18 height accuracy estimate available here.
 DR9581
 DR9581.Click photographs - Photos may exist for this station.
 DR9581
 DR9581.The dynamic height is computed by dividing the NAVD 88
 DR9581.geopotential number by the normal gravity value computed on the
 DR9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9581.degrees latitude (g = 980.6199 gals.).
 DR9581
 DR9581.The modeled gravity was interpolated from observed gravity values.
 DR9581
 DR9581;                    North         East    Units  Estimated Accuracy
 DR9581;SPC MI C     -   195,762.6   6,072,328.4     MT  (+/- 3 meters HH1 GPS) 
 DR9581
 DR9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0730794164(NAD 83)
 DR9581
 DR9581                          SUPERSEDED SURVEY CONTROL
 DR9581
 DR9581.No superseded survey control is available for this station.
 DR9581
 DR9581_MARKER: DV = VERTICAL CONTROL DISK
 DR9581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR9581_SP_SET: BRIDGE ABUTMENT
 DR9581_STAMPING: D 310 RESET 1998
 DR9581_MARK LOGO: NGS
 DR9581_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9581+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DR9581
 DR9581  HISTORY     - Date     Condition        Report By
 DR9581  HISTORY     - 1998     MONUMENTED       NGS
 DR9581
 DR9581                          STATION DESCRIPTION
 DR9581
 DR9581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (CSS)
 DR9581'THE RESET VERTICAL CONTROL MARK IS A BRASS NATIONAL GEODETIC SURVEY
 DR9581'VERTICAL CONTROL MARK DISK LOCATED IN APLENA COUNTY, ABOUT 13.1 MI
 DR9581'(21.1 KM) EAST OF LACHINE, 11.9 MI (19.1 KM) NORTH OF OSSINEKE AND 1.2
 DR9581'MI (1.9 KM) NORTHWEST OF THE ALPENA, MICHIGAN CITY CENTER.
 DR9581'
 DR9581'TO REACH THE MARK FROM THE INTERSECTION OF US-23 (CHISHOLM ST) AND
 DR9581'M-32W (THIRD AVE) ALPENA, GO NORTHWEST ON WEST CHISHOLM STREET (ALPENA
 DR9581'BI-PASS) FOR 1.03 MI (1.66 KM) TO A BRIDGE AND THE STATION ON THE
 DR9581'RIGHT.
 DR9581'
 DR9581'THE MARK IS SET IN THE NORTHEAST CORNER OF SOUTHEAST BRIDGE ABUTMENT
 DR9581'OF ROUTE 23 OVER THE THUNDER BAY RIVER, HENCE 8.0 FT (2.4 M) NORTHWEST
 DR9581'OF AN ADJACENT RETAINING WALL, 1.1 FT (0.3 M) SOUTHEAST OF THE
 DR9581'SOUTHEAST ABUTMENT FACE, 1.1 FT (0.3 M) SOUTHWEST OF THE NORTHEAST
 DR9581'ABUTMENT EDGE, 1.1 FT (0.3 M) NORTHEAST OF THE BRIDGE DECK, SET FLUSH
 DR9581'ON THE LOWER TIER OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0448 ***********************************************************************
 QK0448  DESIGNATION -  D 311
 QK0448  PID         -  QK0448
 QK0448  STATE/COUNTY-  MI/EMMET
 QK0448  COUNTRY     -  US
 QK0448  USGS QUAD   -  PETOSKEY (2017)
 QK0448
 QK0448                         *CURRENT SURVEY CONTROL
 QK0448  ______________________________________________________________________
 QK0448* NAD 83(1986) POSITION- 45 22 04.     (N) 084 59 53.     (W)   SCALED
 QK0448* NAVD 88 ORTHO HEIGHT -   205.324 (meters)      673.63  (feet) ADJUSTED
 QK0448  ______________________________________________________________________
 QK0448  GEOID HEIGHT    -        -35.216 (meters)                     GEOID18
 QK0448  DYNAMIC HEIGHT  -        205.317 (meters)      673.61  (feet) COMP
 QK0448  MODELED GRAVITY -    980,577.0   (mgal)                       NAVD 88
 QK0448
 QK0448  VERT ORDER      -  FIRST     CLASS II
 QK0448
 QK0448.The horizontal coordinates were scaled from a map and have
 QK0448.an estimated accuracy of +/- 6 seconds.
 QK0448
 QK0448.The orthometric height was determined by differential leveling and
 QK0448.adjusted by the NATIONAL GEODETIC SURVEY
 QK0448.in June 1991.
 QK0448
 QK0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0448.GEOID18 height accuracy estimate available here.
 QK0448
 QK0448.Click photographs - Photos may exist for this station.
 QK0448
 QK0448.The dynamic height is computed by dividing the NAVD 88
 QK0448.geopotential number by the normal gravity value computed on the
 QK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0448.degrees latitude (g = 980.6199 gals.).
 QK0448
 QK0448.The modeled gravity was interpolated from observed gravity values.
 QK0448
 QK0448;                    North         East    Units  Estimated Accuracy
 QK0448;SPC MI C     -   228,110.    5,950,540.      MT  (+/- 180 meters Scaled)
 QK0448
 QK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR567257(NAD 83)
 QK0448
 QK0448                          SUPERSEDED SURVEY CONTROL
 QK0448
 QK0448.No superseded survey control is available for this station.
 QK0448
 QK0448_MARKER: I = METAL ROD
 QK0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0448_STAMPING: D 311 1984
 QK0448_MARK LOGO: NGS
 QK0448_PROJECTION: FLUSH
 QK0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0448_ROD/PIPE-DEPTH: 5.1 meters
 QK0448
 QK0448  HISTORY     - Date     Condition        Report By
 QK0448  HISTORY     - 1984     MONUMENTED       NGS
 QK0448  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0448  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0448
 QK0448                          STATION DESCRIPTION
 QK0448
 QK0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0448'2.0 KM (1.3 MI) SW FROM PETOSKEY.
 QK0448'2.0 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0448'U.S. HIGHWAY 131 IN PETOSKEY, 19.8 METERS (65.0 FT) NORTH OF THE
 QK0448'CENTERLINE OF THE HIGHWAY, 40.2 METERS (132.0 FT) EAST OF THE EXTENDED
 QK0448'CENTERLINE OF A PAVED ROAD LEADING SOUTH (RESORT PIKE), 12.2 METERS
 QK0448'(40.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME SCHOOL
 QK0448'BUILDING, 6.5 METERS (4.5 FT) WEST OF THE CENTERLINE OF THE GRAVEL
 QK0448'ROAD LEADING NORTH DOWNHILL, AND 1.5 METERS (5.0 FT) NORTH OF A
 QK0448'POWERLINE POLE WITH A TRANSFORMER AND GUY WIRE ATTACHED.
 QK0448'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 QK0448'THE MARK IS 1.0 M BELOW CENTERLINE OF HIGHWAY.
 QK0448
 QK0448                          STATION RECOVERY (2001)
 QK0448
 QK0448'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0448'MARK NOT FOUND.
 QK0448
 QK0448                          STATION RECOVERY (2001)
 QK0448
 QK0448'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0448'FOUND WITNESS POST AS DESCRIBED.  THE SCHOOL BUILDING IS NOW A RETAIL
 QK0448'ART/ANTIQUE PLACE CALLED JOSEPH'S WORLD.  BUILDING HAS A BELL TOWER,
 QK0448'BUT BELL IS REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0479 ***********************************************************************
 QK0479  DESIGNATION -  D 312
 QK0479  PID         -  QK0479
 QK0479  STATE/COUNTY-  MI/ANTRIM
 QK0479  COUNTRY     -  US
 QK0479  USGS QUAD   -  ATWOOD (2017)
 QK0479
 QK0479                         *CURRENT SURVEY CONTROL
 QK0479  ______________________________________________________________________
 QK0479* NAD 83(1986) POSITION- 45 12 00.4    (N) 085 20 44.2    (W)   HD_HELD2
 QK0479* NAVD 88 ORTHO HEIGHT -   252.184 (meters)      827.37  (feet) ADJUSTED
 QK0479  ______________________________________________________________________
 QK0479  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 QK0479  DYNAMIC HEIGHT  -        252.180 (meters)      827.36  (feet) COMP
 QK0479  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 QK0479
 QK0479  VERT ORDER      -  FIRST     CLASS II
 QK0479
 QK0479.The horizontal coordinates were established by autonomous hand held GPS
 QK0479.observations and have an estimated accuracy of +/- 10 meters.
 QK0479
 QK0479.The orthometric height was determined by differential leveling and
 QK0479.adjusted by the NATIONAL GEODETIC SURVEY
 QK0479.in June 1991.
 QK0479
 QK0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0479.GEOID18 height accuracy estimate available here.
 QK0479
 QK0479.Click photographs - Photos may exist for this station.
 QK0479
 QK0479.The dynamic height is computed by dividing the NAVD 88
 QK0479.geopotential number by the normal gravity value computed on the
 QK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0479.degrees latitude (g = 980.6199 gals.).
 QK0479
 QK0479.The modeled gravity was interpolated from observed gravity values.
 QK0479
 QK0479;                    North         East    Units  Estimated Accuracy
 QK0479;SPC MI C     -   209,753.    5,923,090.      MT  (+/- 10 meters HH2 GPS)
 QK0479
 QK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2993606511(NAD 83)
 QK0479
 QK0479                          SUPERSEDED SURVEY CONTROL
 QK0479
 QK0479.No superseded survey control is available for this station.
 QK0479
 QK0479_MARKER: F = FLANGE-ENCASED ROD
 QK0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0479_STAMPING: D 312 1984
 QK0479_MARK LOGO: NGS
 QK0479_PROJECTION: FLUSH
 QK0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0479+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2025
 QK0479_ROD/PIPE-DEPTH: 10.3 meters
 QK0479
 QK0479  HISTORY     - Date     Condition        Report By
 QK0479  HISTORY     - 1984     MONUMENTED       NGS
 QK0479  HISTORY     - 19950528 GOOD             USPSQD
 QK0479  HISTORY     - 19991118 GOOD             USPSQD
 QK0479  HISTORY     - 20010524 GOOD             INDIV
 QK0479  HISTORY     - 20061128 GOOD             USPSQD
 QK0479  HISTORY     - 20110416 GOOD             GEOCAC
 QK0479  HISTORY     - 20250807 GOOD             MIDT
 QK0479
 QK0479                          STATION DESCRIPTION
 QK0479
 QK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0479'16.3 KM (10.2 MI) SOUTH FROM CHARLEVOIX.
 QK0479'16.3 KM (10.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0479'IN CHARLEVOIX, 70.7 METERS (232.0 FT) SOUTH OF THE CENTERLINE OF LORD
 QK0479'ROAD, 21.7 METERS (71.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0479'0.9 METER (3.0 FT) NORTH OF A POWERLINE POLE NUMBERED EP1/117.
 QK0479'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 QK0479
 QK0479                          STATION RECOVERY (1995)
 QK0479
 QK0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0479'RECOVERED IN GOOD CONDITION.
 QK0479
 QK0479                          STATION RECOVERY (1999)
 QK0479
 QK0479'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0479'RECOVERED IN GOOD CONDITION.
 QK0479
 QK0479                          STATION RECOVERY (2001)
 QK0479
 QK0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0479'THE POWER POLE PUBLISHED AS EP1/117 IS NOW NUMBERED BA3-71.
 QK0479
 QK0479                          STATION RECOVERY (2006)
 QK0479
 QK0479'RECOVERY NOTE BY US POWER SQUADRON 2006 (JVS)
 QK0479'IN DESC. CHGN. POLE NUMBER EP1/117 TO TAP 72, BA371 WITH 6 GUY WIRES
 QK0479
 QK0479                          STATION RECOVERY (2011)
 QK0479
 QK0479'RECOVERY NOTE BY GEOCACHING 2011 (CYC)
 QK0479'RECOVERED IN GOOD CONDITION AT N45 12.006 W85 20.736
 QK0479
 QK0479                          STATION RECOVERY (2025)
 QK0479
 QK0479'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QK0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0369 ***********************************************************************
 PL0369  DESIGNATION -  D 313
 PL0369  PID         -  PL0369
 PL0369  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0369  COUNTRY     -  US
 PL0369  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0369
 PL0369                         *CURRENT SURVEY CONTROL
 PL0369  ______________________________________________________________________
 PL0369* NAD 83(1986) POSITION- 44 50 45.3    (N) 085 26 34.6    (W)   HD_HELD2
 PL0369* NAVD 88 ORTHO HEIGHT -   190.608 (meters)      625.35  (feet) ADJUSTED
 PL0369  ______________________________________________________________________
 PL0369  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 PL0369  DYNAMIC HEIGHT  -        190.595 (meters)      625.31  (feet) COMP
 PL0369  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 PL0369
 PL0369  VERT ORDER      -  FIRST     CLASS II
 PL0369
 PL0369.The horizontal coordinates were established by autonomous hand held GPS
 PL0369.observations and have an estimated accuracy of +/- 10 meters.
 PL0369
 PL0369.The orthometric height was determined by differential leveling and
 PL0369.adjusted by the NATIONAL GEODETIC SURVEY
 PL0369.in June 1991.
 PL0369
 PL0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0369.GEOID18 height accuracy estimate available here.
 PL0369
 PL0369.Click photographs - Photos may exist for this station.
 PL0369
 PL0369.The dynamic height is computed by dividing the NAVD 88
 PL0369.geopotential number by the normal gravity value computed on the
 PL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0369.degrees latitude (g = 980.6199 gals.).
 PL0369
 PL0369.The modeled gravity was interpolated from observed gravity values.
 PL0369
 PL0369;                    North         East    Units  Estimated Accuracy
 PL0369;SPC MI C     -   170,495.    5,914,922.      MT  (+/- 10 meters HH2 GPS)
 PL0369
 PL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2304867013(NAD 83)
 PL0369
 PL0369                          SUPERSEDED SURVEY CONTROL
 PL0369
 PL0369.No superseded survey control is available for this station.
 PL0369
 PL0369_MARKER: I = METAL ROD
 PL0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0369_STAMPING: D 313 1984
 PL0369_MARK LOGO: NGS
 PL0369_PROJECTION: FLUSH
 PL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0369+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 PL0369_ROD/PIPE-DEPTH: 7.0 meters
 PL0369
 PL0369  HISTORY     - Date     Condition        Report By
 PL0369  HISTORY     - 1984     MONUMENTED       NGS
 PL0369  HISTORY     - 20021010 GOOD             USPSQD
 PL0369  HISTORY     - 20060410 GOOD             GEOCAC
 PL0369
 PL0369                          STATION DESCRIPTION
 PL0369
 PL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0369'6.8 KM (4.3 MI) SW FROM ELK RAPIDS.
 PL0369'6.8 KM (4.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0369'RIVER STREET IN ELK RAPIDS, 0.64 KM (0.4 MI) WEST-SOUTHWEST OF BATES
 PL0369'ROAD SOUTH, 23.0 METERS (75.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 PL0369'HIGHWAY, 11.2 METERS (37.0 FT) SOUTHWEST OF A FIVE BY FIVE BY TWENTY
 PL0369'FOUR INCHES CONCRETE RIGHT-OF-WAY MARKER, AND 0.3 METER (1.0 FT)
 PL0369'SOUTHEAST OF A RIGHT-OF-WAY FENCE AT A WOODEN BRACED POST.
 PL0369'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PL0369'THE MARK IS 1.2 M BELOW CENTERRLINE OF HIGHWAY.
 PL0369
 PL0369                          STATION RECOVERY (2002)
 PL0369
 PL0369'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0369'RECOVERED IN GOOD CONDITION.
 PL0369
 PL0369                          STATION RECOVERY (2006)
 PL0369
 PL0369'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0399 ***********************************************************************
 PL0399  DESIGNATION -  D 314
 PL0399  PID         -  PL0399
 PL0399  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0399  COUNTRY     -  US
 PL0399  USGS QUAD   -  GRAWN (2017)
 PL0399
 PL0399                         *CURRENT SURVEY CONTROL
 PL0399  ______________________________________________________________________
 PL0399* NAD 83(1986) POSITION- 44 39 55.     (N) 085 42 36.     (W)   SCALED
 PL0399* NAVD 88 ORTHO HEIGHT -   262.487 (meters)      861.18  (feet) ADJUSTED
 PL0399  ______________________________________________________________________
 PL0399  GEOID HEIGHT    -        -34.640 (meters)                     GEOID18
 PL0399  DYNAMIC HEIGHT  -        262.459 (meters)      861.08  (feet) COMP
 PL0399  MODELED GRAVITY -    980,506.4   (mgal)                       NAVD 88
 PL0399
 PL0399  VERT ORDER      -  FIRST     CLASS II
 PL0399
 PL0399.The horizontal coordinates were scaled from a map and have
 PL0399.an estimated accuracy of +/- 6 seconds.
 PL0399
 PL0399.The orthometric height was determined by differential leveling and
 PL0399.adjusted by the NATIONAL GEODETIC SURVEY
 PL0399.in June 1991.
 PL0399
 PL0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0399.GEOID18 height accuracy estimate available here.
 PL0399
 PL0399.Click photographs - Photos may exist for this station.
 PL0399
 PL0399.The dynamic height is computed by dividing the NAVD 88
 PL0399.geopotential number by the normal gravity value computed on the
 PL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0399.degrees latitude (g = 980.6199 gals.).
 PL0399
 PL0399.The modeled gravity was interpolated from observed gravity values.
 PL0399
 PL0399;                    North         East    Units  Estimated Accuracy
 PL0399;SPC MI C     -   150,740.    5,893,480.      MT  (+/- 180 meters Scaled)
 PL0399
 PL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ022465(NAD 83)
 PL0399
 PL0399                          SUPERSEDED SURVEY CONTROL
 PL0399
 PL0399.No superseded survey control is available for this station.
 PL0399
 PL0399_MARKER: I = METAL ROD
 PL0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0399_STAMPING: D 314 1984
 PL0399_MARK LOGO: NGS
 PL0399_PROJECTION: FLUSH
 PL0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0399+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2017
 PL0399_ROD/PIPE-DEPTH: 20.0 meters
 PL0399
 PL0399  HISTORY     - Date     Condition        Report By
 PL0399  HISTORY     - 1984     MONUMENTED       NGS
 PL0399  HISTORY     - 19971029 GOOD             USPSQD
 PL0399  HISTORY     - 20090112 GOOD             MIDT
 PL0399  HISTORY     - 20171107 GOOD             INDIV
 PL0399
 PL0399                          STATION DESCRIPTION
 PL0399
 PL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0399'4.66 KM (2.9 MI) WEST FROM CHUMS CORNER.
 PL0399'4.66 KM (2.9 MI) WEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF STATE
 PL0399'HIGHWAY M 37 AT CHUMS CORNER, ALSO 0.14 KM (0.9 MI) WEST ALONG U.S.
 PL0399'HIGHWAY 31 FROM THE T-JUNCTION OF STATE STREET LEADING SOUTH IN GRAWN,
 PL0399'18.04 METERS (59.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0399'97.53 METERS (320.0 FT) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING
 PL0399'WEST, 20.42 METERS (67.0 FT) WEST OF A 30-INCH DIAMETER TREE,
 PL0399'10.66 METERS (35.0 FT) WEST OF A CORNER FENCE POST, AND 0.30 METERS
 PL0399'(1.0 FT) SOUTH OF A FENCE.
 PL0399'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0399'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0399
 PL0399                          STATION RECOVERY (1997)
 PL0399
 PL0399'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0399'RECOVERED IN GOOD CONDITION.
 PL0399
 PL0399                          STATION RECOVERY (2009)
 PL0399
 PL0399'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (JGC)
 PL0399'RECOVERED IN GOOD CONDITION.
 PL0399
 PL0399                          STATION RECOVERY (2017)
 PL0399
 PL0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (AJM)
 PL0399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0292 ***********************************************************************
 OL0292  DESIGNATION -  D 315
 OL0292  PID         -  OL0292
 OL0292  STATE/COUNTY-  MI/MASON
 OL0292  COUNTRY     -  US
 OL0292  USGS QUAD   -  SCOTTVILLE (2017)
 OL0292
 OL0292                         *CURRENT SURVEY CONTROL
 OL0292  ______________________________________________________________________
 OL0292* NAD 83(1986) POSITION- 43 57 20.     (N) 086 19 10.     (W)   SCALED
 OL0292* NAVD 88 ORTHO HEIGHT -   208.215 (meters)      683.12  (feet) ADJUSTED
 OL0292  ______________________________________________________________________
 OL0292  GEOID HEIGHT    -        -35.128 (meters)                     GEOID18
 OL0292  DYNAMIC HEIGHT  -        208.179 (meters)      683.00  (feet) COMP
 OL0292  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 OL0292
 OL0292  VERT ORDER      -  FIRST     CLASS II
 OL0292
 OL0292.The horizontal coordinates were scaled from a map and have
 OL0292.an estimated accuracy of +/- 6 seconds.
 OL0292
 OL0292.The orthometric height was determined by differential leveling and
 OL0292.adjusted by the NATIONAL GEODETIC SURVEY
 OL0292.in June 1991.
 OL0292
 OL0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0292.GEOID18 height accuracy estimate available here.
 OL0292
 OL0292.Click photographs - Photos may exist for this station.
 OL0292
 OL0292.The dynamic height is computed by dividing the NAVD 88
 OL0292.geopotential number by the normal gravity value computed on the
 OL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0292.degrees latitude (g = 980.6199 gals.).
 OL0292
 OL0292.The modeled gravity was interpolated from observed gravity values.
 OL0292
 OL0292;                    North         East    Units  Estimated Accuracy
 OL0292;SPC MI C     -    72,880.    5,843,260.      MT  (+/- 180 meters Scaled)
 OL0292
 OL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP546671(NAD 83)
 OL0292
 OL0292                          SUPERSEDED SURVEY CONTROL
 OL0292
 OL0292.No superseded survey control is available for this station.
 OL0292
 OL0292_MARKER: I = METAL ROD
 OL0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0292_STAMPING: D 315 1984
 OL0292_MARK LOGO: NGS
 OL0292_PROJECTION: RECESSED 3 CENTIMETERS
 OL0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0292_ROD/PIPE-DEPTH: 16.7 meters
 OL0292
 OL0292  HISTORY     - Date     Condition        Report By
 OL0292  HISTORY     - 1984     MONUMENTED       NGS
 OL0292  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0292
 OL0292                          STATION DESCRIPTION
 OL0292
 OL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0292'3.6 KM (2.25 MI) WEST FROM SCOTTVILLE.
 OL0292'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0292'SCOTTVILLE, THENCE 3.2 KM (2.00 MI) WEST ALONG U.S. HIGHWAY 10, AT THE
 OL0292'INTERSECTION OF AMBER ROAD, 11.27 METERS (37.0 FT) NORTH OF THE
 OL0292'CENTERLINE OF THE HIGHWAY, 43.28 METERS (142.0 FT) WEST OF THE CENTER
 OL0292'OF AMBER ROAD, 0.91 METERS (3.0 FT) WEST OF A POWERLINE POLE AND
 OL0292'37.33 METERS (122.5 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A FIRE
 OL0292'HYDRANT.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 OL0292'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 OL0292'THE MARK IS 0.30 M BELOW HIGHWAY.
 OL0292
 OL0292                          STATION RECOVERY (2003)
 OL0292
 OL0292'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0336 ***********************************************************************
 OL0336  DESIGNATION -  D 316
 OL0336  PID         -  OL0336
 OL0336  STATE/COUNTY-  MI/OCEANA
 OL0336  COUNTRY     -  US
 OL0336  USGS QUAD   -  SHELBY (2017)
 OL0336
 OL0336                         *CURRENT SURVEY CONTROL
 OL0336  ______________________________________________________________________
 OL0336* NAD 83(1986) POSITION- 43 34 57.     (N) 086 22 06.     (W)   SCALED
 OL0336* NAVD 88 ORTHO HEIGHT -   228.673 (meters)      750.24  (feet) ADJUSTED
 OL0336  ______________________________________________________________________
 OL0336  GEOID HEIGHT    -        -34.511 (meters)                     GEOID18
 OL0336  DYNAMIC HEIGHT  -        228.629 (meters)      750.09  (feet) COMP
 OL0336  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 OL0336
 OL0336  VERT ORDER      -  FIRST     CLASS II
 OL0336
 OL0336.The horizontal coordinates were scaled from a map and have
 OL0336.an estimated accuracy of +/- 6 seconds.
 OL0336
 OL0336.The orthometric height was determined by differential leveling and
 OL0336.adjusted by the NATIONAL GEODETIC SURVEY
 OL0336.in June 1991.
 OL0336
 OL0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0336.GEOID18 height accuracy estimate available here.
 OL0336
 OL0336.Click photographs - Photos may exist for this station.
 OL0336
 OL0336.The dynamic height is computed by dividing the NAVD 88
 OL0336.geopotential number by the normal gravity value computed on the
 OL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0336.degrees latitude (g = 980.6199 gals.).
 OL0336
 OL0336.The modeled gravity was interpolated from observed gravity values.
 OL0336
 OL0336;                    North         East    Units  Estimated Accuracy
 OL0336;SPC MI S     -   233,250.    3,838,350.      MT  (+/- 180 meters Scaled)
 OL0336
 OL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP509256(NAD 83)
 OL0336
 OL0336                          SUPERSEDED SURVEY CONTROL
 OL0336
 OL0336.No superseded survey control is available for this station.
 OL0336
 OL0336_MARKER: I = METAL ROD
 OL0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0336_STAMPING: D 316 1984
 OL0336_MARK LOGO: NGS
 OL0336_PROJECTION: FLUSH
 OL0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0336+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2007
 OL0336_ROD/PIPE-DEPTH: 7.31 meters
 OL0336
 OL0336  HISTORY     - Date     Condition        Report By
 OL0336  HISTORY     - 1984     MONUMENTED       NGS
 OL0336  HISTORY     - 19940820 GOOD             USPSQD
 OL0336  HISTORY     - 20010928 GOOD             USPSQD
 OL0336  HISTORY     - 20041009 GOOD             USPSQD
 OL0336  HISTORY     - 20070903 GOOD             GEOCAC
 OL0336
 OL0336                          STATION DESCRIPTION
 OL0336
 OL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0336'2.9 KM (1.8 MI) SOUTH FROM SHELBY.
 OL0336'2.9 KM (1.8 MI) SOUTH ALONG STATE STREET (OCEANA HIGHWAY) FROM A FIVE
 OL0336'POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND STATE
 OL0336'STREET IN SHELBY, 0.2 KM (0.1 MI) SOUTHEAST OF WATER ROAD LEADING
 OL0336'SOUTH, ALSO 3.5 KM (2.2 MI) NORTH-NORTHWEST ALONG OCEANA DRIVE FROM
 OL0336'THE POST OFFICE IN NEW ERA, 13.01 METERS (42.7 FT) SOUTHEAST OF THE
 OL0336'CENTERLINE OF STATE STREET (OCEANA HIGHWAY), 37.49 METERS (123.0 FT)
 OL0336'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM A POWERLINE POLE WITH A
 OL0336'TRANSFORMER ATTACHED, 12.43 METERS (40.8 FT) NORTH OF A TELEPHONE
 OL0336'POLE, 13.95 METERS (45.8 FT) NORTH-NORTHWEST OF A CORNER FENCE POST,
 OL0336'8.29 METERS (27.2 FT) SOUTHEAST OF THE CENTER OF A WOODEN GATE, AND
 OL0336'0.30 METERS (1.0 FT) WEST-SOUTHWEST OF A FENCE.  NOTE, DRIVING RATE
 OL0336'EXCEEDED (NEAR REFUSAL) AND ANCHORED.
 OL0336'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OL0336'THE MARK IS 0.6 M BELOW HIGHWAY.
 OL0336
 OL0336                          STATION RECOVERY (1994)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0336'RECOVERED IN GOOD CONDITION.
 OL0336
 OL0336                          STATION RECOVERY (2001)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0336'RECOVERED IN GOOD CONDITION.
 OL0336
 OL0336                          STATION RECOVERY (2004)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0336'RECOVERED IN GOOD CONDITION.
 OL0336
 OL0336                          STATION RECOVERY (2007)
 OL0336
 OL0336'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OL0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0369 ***********************************************************************
 OL0369  DESIGNATION -  D 317
 OL0369  PID         -  OL0369
 OL0369  STATE/COUNTY-  MI/MUSKEGON
 OL0369  COUNTRY     -  US
 OL0369  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0369
 OL0369                         *CURRENT SURVEY CONTROL
 OL0369  ______________________________________________________________________
 OL0369* NAD 83(1986) POSITION- 43 11 25.5    (N) 086 14 07.6    (W)   HD_HELD2
 OL0369* NAVD 88 ORTHO HEIGHT -   181.512 (meters)      595.51  (feet) ADJUSTED
 OL0369  ______________________________________________________________________
 OL0369  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 OL0369  DYNAMIC HEIGHT  -        181.473 (meters)      595.38  (feet) COMP
 OL0369  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 OL0369
 OL0369  VERT ORDER      -  FIRST     CLASS II
 OL0369
 OL0369.The horizontal coordinates were established by autonomous hand held GPS
 OL0369.observations and have an estimated accuracy of +/- 10 meters.
 OL0369
 OL0369.The orthometric height was determined by differential leveling and
 OL0369.adjusted by the NATIONAL GEODETIC SURVEY
 OL0369.in June 1991.
 OL0369
 OL0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0369.GEOID18 height accuracy estimate available here.
 OL0369
 OL0369.Click photographs - Photos may exist for this station.
 OL0369
 OL0369.The dynamic height is computed by dividing the NAVD 88
 OL0369.geopotential number by the normal gravity value computed on the
 OL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0369.degrees latitude (g = 980.6199 gals.).
 OL0369
 OL0369.The modeled gravity was interpolated from observed gravity values.
 OL0369
 OL0369;                    North         East    Units  Estimated Accuracy
 OL0369;SPC MI S     -   189,455.    3,848,114.      MT  (+/- 10 meters HH2 GPS)
 OL0369
 OL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6212582244(NAD 83)
 OL0369
 OL0369                          SUPERSEDED SURVEY CONTROL
 OL0369
 OL0369.No superseded survey control is available for this station.
 OL0369
 OL0369_MARKER: F = FLANGE-ENCASED ROD
 OL0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0369_STAMPING: D 317 1984
 OL0369_MARK LOGO: NGS
 OL0369_PROJECTION: FLUSH
 OL0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0369+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2014
 OL0369_ROD/PIPE-DEPTH: 14.6 meters
 OL0369
 OL0369  HISTORY     - Date     Condition        Report By
 OL0369  HISTORY     - 1984     MONUMENTED       NGS
 OL0369  HISTORY     - 19940802 GOOD             USPSQD
 OL0369  HISTORY     - 20120829 GOOD             MIDT
 OL0369  HISTORY     - 20140620 GOOD             COOPS
 OL0369
 OL0369                          STATION DESCRIPTION
 OL0369
 OL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0369'1.7 KM (1.05 MI) SE FROM MUSKEGON HIGHTH.
 OL0369'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0369'HEIGHTS, THENCE 1.3 KM (0.85 MI) SOUTHEAST ALONG AIRLINE ROAD, AT
 OL0369'NORTON AVENUE LEADING EAST TO THE MONA VIEW CEMETERY, ABOUT
 OL0369'54.86 METERS (180.0 FT) NORTHWEST OF THE NORTON SHORES CITY LIMIT
 OL0369'SIGN, 15.84 METERS (52.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 OL0369'AIRLINE ROAD, 34.13 METERS (112.0 FT) SOUTHWEST AND ACROSS AIRLINE
 OL0369'ROAD FROM THE CENTER OF THE STONE STEPS AT THE ENTRANCE THROUGH A
 OL0369'RETAINING WALL LEADING NORTH TO THE CEMETERY, 14.56 METERS (47.8 FT)
 OL0369'NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE CHESPEAKE AND OHIO
 OL0369'RAILROAD TRACKS, 2.13 METERS (7.0 FT) SOUTH OF A POWERLINE POLE, AND
 OL0369'0.27 METERS (0.9 FT) NORTH-NORTHEAST OF A CHAIN LINK FENCE.  NOTE,
 OL0369'DRIVING RATE MET AND ROD ANCHORED.
 OL0369'THE MARK IS 0.39 METERS  NNW FROM A WITNESS POST.
 OL0369'THE MARK IS 0.4 M ABOVE AIRLINE ROAD.
 OL0369
 OL0369                          STATION RECOVERY (1994)
 OL0369
 OL0369'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0369'RECOVERED IN GOOD CONDITION.
 OL0369
 OL0369                          STATION RECOVERY (2012)
 OL0369
 OL0369'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JGB)
 OL0369'RECOVERED IN GOOD CONDITION.
 OL0369
 OL0369                          STATION RECOVERY (2014)
 OL0369
 OL0369'RECOVERY NOTE BY NOAA COOPS 2014 (JDR)
 OL0369'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0255 ***********************************************************************
 PM0255  DESIGNATION -  D 318
 PM0255  PID         -  PM0255
 PM0255  STATE/COUNTY-  MI/MANISTEE
 PM0255  COUNTRY     -  US
 PM0255  USGS QUAD   -  ONEKAMA (2017)
 PM0255
 PM0255                         *CURRENT SURVEY CONTROL
 PM0255  ______________________________________________________________________
 PM0255* NAD 83(1986) POSITION- 44 19 28.     (N) 086 10 48.     (W)   SCALED
 PM0255* NAVD 88 ORTHO HEIGHT -   246.076 (meters)      807.33  (feet) ADJUSTED
 PM0255  ______________________________________________________________________
 PM0255  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 PM0255  DYNAMIC HEIGHT  -        246.047 (meters)      807.24  (feet) COMP
 PM0255  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 PM0255  OBS GRAVITY     -    980,483.3   (mgal)                       GRAV_OBS
 PM0255
 PM0255  VERT ORDER      -  FIRST     CLASS II
 PM0255
 PM0255.The horizontal coordinates were scaled from a map and have
 PM0255.an estimated accuracy of +/- 6 seconds.
 PM0255
 PM0255.The orthometric height was determined by differential leveling and
 PM0255.adjusted by the NATIONAL GEODETIC SURVEY
 PM0255.in June 1991.
 PM0255
 PM0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0255.GEOID18 height accuracy estimate available here.
 PM0255
 PM0255.Click photographs - Photos may exist for this station.
 PM0255
 PM0255.The dynamic height is computed by dividing the NAVD 88
 PM0255.geopotential number by the normal gravity value computed on the
 PM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0255.degrees latitude (g = 980.6199 gals.).
 PM0255
 PM0255.The modeled gravity was interpolated from observed gravity values.
 PM0255
 PM0255.The observed gravity was obtained from relative gravimeter ties
 PM0255.to the IGSN71 gravity network.
 PM0255
 PM0255;                    North         East    Units  Estimated Accuracy
 PM0255;SPC MI C     -   113,600.    5,855,370.      MT  (+/- 180 meters Scaled)
 PM0255
 PM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ653082(NAD 83)
 PM0255
 PM0255                          SUPERSEDED SURVEY CONTROL
 PM0255
 PM0255.No superseded survey control is available for this station.
 PM0255
 PM0255_MARKER: I = METAL ROD
 PM0255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0255_STAMPING: D 318 1984
 PM0255_MARK LOGO: NGS
 PM0255_PROJECTION: FLUSH
 PM0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0255+STABILITY: POSITION/ELEVATION WELL
 PM0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0255+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 PM0255_ROD/PIPE-DEPTH: 8.2 meters
 PM0255_SLEEVE-DEPTH  : 3.0 meters
 PM0255
 PM0255  HISTORY     - Date     Condition        Report By
 PM0255  HISTORY     - 1984     MONUMENTED       NGS
 PM0255  HISTORY     - 19961023 GOOD             USPSQD
 PM0255  HISTORY     - 20011013 GOOD             USPSQD
 PM0255  HISTORY     - 20031209 GOOD             USPSQD
 PM0255  HISTORY     - 20050419 GOOD             MIDT
 PM0255
 PM0255                          STATION DESCRIPTION
 PM0255
 PM0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0255'15.6 KM (9.65 MI) NE FROM MANISTEE.
 PM0255'15.6 KM (9.65 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0255'IN MANISTEE, AT THE NORWALK LUTHERN CHURCH, IN THE NORTHEAST CORNER OF
 PM0255'THE CEMETERY, 20.9 METERS (68.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PM0255'HIGHWAY, 20.4 METERS (67.0 FT) SOUTH OF THE SOUTH CORNER OF THE CHURCH
 PM0255'BUILDING, 1.9 METERS (6.2 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A
 PM0255'HEADSTONE (ALVID AND ADOLPH ERICKSON), 4.7 METERS (15.5 FT)
 PM0255'SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHWESTERNMOST ONE OF
 PM0255'TWO ASPHALT DRIVEWAYS LEADING TO THE CHURCH, AND 8.1 METERS (26.5 FT)
 PM0255'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HEADSTONE (FATHER HANG
 PM0255'PETERSON).  NOTE, ROD DRIVEN TO REFUSAL.
 PM0255'THE MARK IS 0.31 M BELOW HIGHWAY.
 PM0255
 PM0255                          STATION RECOVERY (1996)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2001)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2003)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2005)
 PM0255
 PM0255'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JGC)
 PM0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0419 ***********************************************************************
 NG0419  DESIGNATION -  D 319
 NG0419  PID         -  NG0419
 NG0419  STATE/COUNTY-  MI/ALLEGAN
 NG0419  COUNTRY     -  US
 NG0419  USGS QUAD   -  HAMILTON WEST (2017)
 NG0419
 NG0419                         *CURRENT SURVEY CONTROL
 NG0419  ______________________________________________________________________
 NG0419* NAD 83(1986) POSITION- 42 42 39.96   (N) 086 05 40.85   (W)   HD_HELD1
 NG0419* NAVD 88 ORTHO HEIGHT -   213.548 (meters)      700.62  (feet) ADJUSTED
 NG0419  ______________________________________________________________________
 NG0419  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 NG0419  DYNAMIC HEIGHT  -        213.494 (meters)      700.44  (feet) COMP
 NG0419  MODELED GRAVITY -    980,361.2   (mgal)                       NAVD 88
 NG0419
 NG0419  VERT ORDER      -  FIRST     CLASS II
 NG0419
 NG0419.The horizontal coordinates were determined by differentially corrected
 NG0419.hand held GPS observations or other comparable positioning techniques
 NG0419.and have an estimated accuracy of +/- 3 meters.
 NG0419
 NG0419.The orthometric height was determined by differential leveling and
 NG0419.adjusted by the NATIONAL GEODETIC SURVEY
 NG0419.in June 1991.
 NG0419
 NG0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0419.GEOID18 height accuracy estimate available here.
 NG0419
 NG0419.Click photographs - Photos may exist for this station.
 NG0419
 NG0419.The dynamic height is computed by dividing the NAVD 88
 NG0419.geopotential number by the normal gravity value computed on the
 NG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0419.degrees latitude (g = 980.6199 gals.).
 NG0419
 NG0419.The modeled gravity was interpolated from observed gravity values.
 NG0419
 NG0419;                    North         East    Units  Estimated Accuracy
 NG0419;SPC MI S     -   135,978.2   3,858,460.2     MT  (+/- 3 meters HH1 GPS) 
 NG0419
 NG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7413629131(NAD 83)
 NG0419
 NG0419                          SUPERSEDED SURVEY CONTROL
 NG0419
 NG0419.No superseded survey control is available for this station.
 NG0419
 NG0419_MARKER: F = FLANGE-ENCASED ROD
 NG0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0419_STAMPING: D 319 1984
 NG0419_MARK LOGO: NGS
 NG0419_PROJECTION: RECESSED 10 CENTIMETERS
 NG0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0419+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 NG0419_ROD/PIPE-DEPTH: 17.1 meters
 NG0419
 NG0419  HISTORY     - Date     Condition        Report By
 NG0419  HISTORY     - 1984     MONUMENTED       NGS
 NG0419  HISTORY     - 1988     GOOD             USPSQD
 NG0419  HISTORY     - 20120529 MARK NOT FOUND   MIDT
 NG0419  HISTORY     - 20230228 GOOD             HEI
 NG0419
 NG0419                          STATION DESCRIPTION
 NG0419
 NG0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0419'8.8 KM (5.5 MI) SOUTH FROM HOLLAND.
 NG0419'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0419'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0419'STREET, THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE
 NG0419'3.2 KM (2.0 MI) SOUTH ALONG 56TH STREET, AT THE INTERSECTION OF 140TH
 NG0419'AVENUE, 13.71 METERS (45.0 FT) EAST OF THE CENTERLINE OF 56TH STREET,
 NG0419'10.36 METERS (34.5 FT) NORTH OF THE CENTER OF 140TH AVENUE,
 NG0419'4.41 METERS (14.5 FT) NORTH-NORTHEAST OF A STOP SIGN AND POST,
 NG0419'3.84 METERS (12.6 FT) WEST OF A GUY WIRE ANCHOR, 2.22 METERS (7.3 FT)
 NG0419'EAST-NORTHEAST OF THE 56TH STREET AND 140TH AVENUE SIGN POST, AND
 NG0419'0.70 METERS (2.3 FT) SOUTHEAST OF A POWERLINE POLE.  NOTE, DRIVING
 NG0419'RATE MET AND ROD ANCHORED.
 NG0419'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 NG0419'THE MARK IS 0.7 M BELOW 140TH AVENUE.
 NG0419
 NG0419                          STATION RECOVERY (1988)
 NG0419
 NG0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0419'RECOVERED IN GOOD CONDITION.
 NG0419
 NG0419                          STATION RECOVERY (2012)
 NG0419
 NG0419'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0419'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
 NG0419
 NG0419                          STATION RECOVERY (2023)
 NG0419
 NG0419'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2023 (KB)
 NG0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0416 ***********************************************************************
 NE0416  DESIGNATION -  D 32
 NE0416  PID         -  NE0416
 NE0416  STATE/COUNTY-  MI/OAKLAND
 NE0416  COUNTRY     -  US
 NE0416  USGS QUAD   -  ROCHESTER (2017)
 NE0416
 NE0416                         *CURRENT SURVEY CONTROL
 NE0416  ______________________________________________________________________
 NE0416* NAD 83(1986) POSITION- 42 40 50.0    (N) 083 08 02.6    (W)   HD_HELD2
 NE0416* NAVD 88 ORTHO HEIGHT -   231.567 (meters)      759.73  (feet) ADJUSTED
 NE0416  ______________________________________________________________________
 NE0416  GEOID HEIGHT    -        -34.639 (meters)                     GEOID18
 NE0416  DYNAMIC HEIGHT  -        231.497 (meters)      759.50  (feet) COMP
 NE0416  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 NE0416
 NE0416  VERT ORDER      -  FIRST     CLASS II
 NE0416
 NE0416.The horizontal coordinates were established by autonomous hand held GPS
 NE0416.observations and have an estimated accuracy of +/- 10 meters.
 NE0416
 NE0416.The orthometric height was determined by differential leveling and
 NE0416.adjusted by the NATIONAL GEODETIC SURVEY
 NE0416.in June 1991.
 NE0416
 NE0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0416.GEOID18 height accuracy estimate available here.
 NE0416
 NE0416.Click photographs - Photos may exist for this station.
 NE0416
 NE0416.The dynamic height is computed by dividing the NAVD 88
 NE0416.geopotential number by the normal gravity value computed on the
 NE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0416.degrees latitude (g = 980.6199 gals.).
 NE0416
 NE0416.The modeled gravity was interpolated from observed gravity values.
 NE0416
 NE0416;                    North         East    Units  Estimated Accuracy
 NE0416;SPC MI S     -   131,872.    4,101,015.      MT  (+/- 10 meters HH2 GPS)
 NE0416
 NE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2515427549(NAD 83)
 NE0416
 NE0416                          SUPERSEDED SURVEY CONTROL
 NE0416
 NE0416  NGVD 29 (??/??/92)  231.699  (m)          760.17   (f) ADJ UNCH    1 2
 NE0416
 NE0416.Superseded values are not recommended for survey control.
 NE0416
 NE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0416.See file dsdata.pdf to determine how the superseded data were derived.
 NE0416
 NE0416_MARKER: DB = BENCH MARK DISK
 NE0416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0416_SP_SET: BUILDING WALL
 NE0416_STAMPING: 760.166 D 32 1930
 NE0416_MARK LOGO: CGS
 NE0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0416+STABILITY: SURFACE MOTION
 NE0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0416+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0416
 NE0416  HISTORY     - Date     Condition        Report By
 NE0416  HISTORY     - 1930     MONUMENTED       CGS
 NE0416  HISTORY     - 1938     GOOD             CGS
 NE0416  HISTORY     - 1983     GOOD             USPSQD
 NE0416  HISTORY     - 19941230 GOOD             LOCENG
 NE0416  HISTORY     - 19951230 GOOD             LOCENG
 NE0416  HISTORY     - 19990417 GOOD             USPSQD
 NE0416  HISTORY     - 20060314 GOOD             INDIV
 NE0416
 NE0416                          STATION DESCRIPTION
 NE0416
 NE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0416'AT ROCHESTER.
 NE0416'AT ROCHESTER, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF THE
 NE0416'INTERSECTION OF MAIN AND FOURTH STREETS, AT THE FIRST NATIONAL
 NE0416'BANK, AT THE NORTHEAST CORNER OF THE BUILDING, IN THE CONCRETE
 NE0416'LEDGE AT THE BASE OF THE WINDOW, AND 3.4 FEET ABOVE THE SIDEWALK.
 NE0416'A STANDARD DISK, STAMPED 760.166 D 32 1930.
 NE0416
 NE0416                          STATION RECOVERY (1983)
 NE0416
 NE0416'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0416'RECOVERED IN GOOD CONDITION.
 NE0416
 NE0416                          STATION RECOVERY (1994)
 NE0416
 NE0416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFS)
 NE0416'RECOVERED AS DESCRIBED.
 NE0416
 NE0416                          STATION RECOVERY (1995)
 NE0416
 NE0416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (SFS)
 NE0416'RECOVERED AS DESCRIBED.
 NE0416
 NE0416                          STATION RECOVERY (1999)
 NE0416
 NE0416'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0416'RECOVERED IN GOOD CONDITION.
 NE0416
 NE0416                          STATION RECOVERY (2006)
 NE0416
 NE0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0416'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0275 ***********************************************************************
 PM0275  DESIGNATION -  D 320
 PM0275  PID         -  PM0275
 PM0275  STATE/COUNTY-  MI/MASON
 PM0275  COUNTRY     -  US
 PM0275  USGS QUAD   -  MANISTEE (2017)
 PM0275
 PM0275                         *CURRENT SURVEY CONTROL
 PM0275  ______________________________________________________________________
 PM0275* NAD 83(1986) POSITION- 44 10 00.     (N) 086 17 46.     (W)   SCALED
 PM0275* NAVD 88 ORTHO HEIGHT -   202.891 (meters)      665.65  (feet) ADJUSTED
 PM0275  ______________________________________________________________________
 PM0275  GEOID HEIGHT    -        -35.099 (meters)                     GEOID18
 PM0275  DYNAMIC HEIGHT  -        202.863 (meters)      665.56  (feet) COMP
 PM0275  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 PM0275
 PM0275  VERT ORDER      -  FIRST     CLASS II
 PM0275
 PM0275.The horizontal coordinates were scaled from a map and have
 PM0275.an estimated accuracy of +/- 6 seconds.
 PM0275
 PM0275.The orthometric height was determined by differential leveling and
 PM0275.adjusted by the NATIONAL GEODETIC SURVEY
 PM0275.in June 1991.
 PM0275
 PM0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0275.GEOID18 height accuracy estimate available here.
 PM0275
 PM0275.Click photographs - Photos may exist for this station.
 PM0275
 PM0275.The dynamic height is computed by dividing the NAVD 88
 PM0275.geopotential number by the normal gravity value computed on the
 PM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0275.degrees latitude (g = 980.6199 gals.).
 PM0275
 PM0275.The modeled gravity was interpolated from observed gravity values.
 PM0275
 PM0275;                    North         East    Units  Estimated Accuracy
 PM0275;SPC MI C     -    96,290.    5,845,690.      MT  (+/- 180 meters Scaled)
 PM0275
 PM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP562906(NAD 83)
 PM0275
 PM0275                          SUPERSEDED SURVEY CONTROL
 PM0275
 PM0275.No superseded survey control is available for this station.
 PM0275
 PM0275_MARKER: I = METAL ROD
 PM0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0275_STAMPING: D 320 1984
 PM0275_MARK LOGO: NGS
 PM0275_PROJECTION: FLUSH
 PM0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0275_ROD/PIPE-DEPTH: 24.4 meters
 PM0275
 PM0275  HISTORY     - Date     Condition        Report By
 PM0275  HISTORY     - 1984     MONUMENTED       NGS
 PM0275  HISTORY     - 19961002 POOR             USPSQD
 PM0275  HISTORY     - 20010331 POOR             NGS
 PM0275  HISTORY     - 20040423 POOR             USPSQD
 PM0275
 PM0275                          STATION DESCRIPTION
 PM0275
 PM0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0275'10.0 KM (6.2 MI) SOUTH FROM MANISTEE.
 PM0275'10.0 KM (6.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0275'IN MANISTEE, SET BETWEEN TWO WITNESS POSTS, 15.4 METERS (50.5 FT)
 PM0275'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.7 FT)
 PM0275'SOUTHEAST OF A POWERLINE POLE, 3.7 METERS (12.3 FT) WEST-NORTHWEST OF
 PM0275'A TELEPHONE JUNCTION BOX, 7.6 METERS (25.0 FT) NORTHWEST OF AN
 PM0275'EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTH-NORTHEAST, AND
 PM0275'7.3 METERS (24.0 FT) SOUTHWEST OF A METAL MAIL BOX WITH THE NUMBER
 PM0275'1590 WEST KINLEY.  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0275'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 PM0275'THE MARK IS 0.31 M BELOW HIGHWAY.
 PM0275
 PM0275                          STATION RECOVERY (1996)
 PM0275
 PM0275'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0275'MARK RECOVERED IN POOR CONDITION.
 PM0275
 PM0275                          STATION RECOVERY (2001)
 PM0275
 PM0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0275'
 PM0275
 PM0275                          STATION RECOVERY (2004)
 PM0275
 PM0275'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0275'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0244 ***********************************************************************
 PM0244  DESIGNATION -  D 321
 PM0244  PID         -  PM0244
 PM0244  STATE/COUNTY-  MI/MANISTEE
 PM0244  COUNTRY     -  US
 PM0244  USGS QUAD   -  BRETHREN (2017)
 PM0244
 PM0244                         *CURRENT SURVEY CONTROL
 PM0244  ______________________________________________________________________
 PM0244* NAD 83(1986) POSITION- 44 22 12.90   (N) 086 01 11.11   (W)   HD_HELD1
 PM0244* NAVD 88 ORTHO HEIGHT -   226.436 (meters)      742.90  (feet) ADJUSTED
 PM0244  ______________________________________________________________________
 PM0244  GEOID HEIGHT    -        -34.776 (meters)                     GEOID18
 PM0244  DYNAMIC HEIGHT  -        226.408 (meters)      742.81  (feet) COMP
 PM0244  MODELED GRAVITY -    980,488.0   (mgal)                       NAVD 88
 PM0244
 PM0244  VERT ORDER      -  FIRST     CLASS II
 PM0244
 PM0244.The horizontal coordinates were determined by differentially corrected
 PM0244.hand held GPS observations or other comparable positioning techniques
 PM0244.and have an estimated accuracy of +/- 3 meters.
 PM0244
 PM0244.The orthometric height was determined by differential leveling and
 PM0244.adjusted by the NATIONAL GEODETIC SURVEY
 PM0244.in June 1991.
 PM0244
 PM0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0244.GEOID18 height accuracy estimate available here.
 PM0244
 PM0244.Click photographs - Photos may exist for this station.
 PM0244
 PM0244.The dynamic height is computed by dividing the NAVD 88
 PM0244.geopotential number by the normal gravity value computed on the
 PM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0244.degrees latitude (g = 980.6199 gals.).
 PM0244
 PM0244.The modeled gravity was interpolated from observed gravity values.
 PM0244
 PM0244;                    North         East    Units  Estimated Accuracy
 PM0244;SPC MI C     -   118,418.2   5,868,253.6     MT  (+/- 3 meters HH1 GPS) 
 PM0244
 PM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7810013464(NAD 83)
 PM0244
 PM0244                          SUPERSEDED SURVEY CONTROL
 PM0244
 PM0244.No superseded survey control is available for this station.
 PM0244
 PM0244_MARKER: I = METAL ROD
 PM0244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0244_STAMPING: D 321 1984
 PM0244_MARK LOGO: NGS
 PM0244_PROJECTION: FLUSH
 PM0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0244+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0244_ROD/PIPE-DEPTH: 20.7 meters
 PM0244
 PM0244  HISTORY     - Date     Condition        Report By
 PM0244  HISTORY     - 1984     MONUMENTED       NGS
 PM0244  HISTORY     - 19961023 GOOD             USPSQD
 PM0244  HISTORY     - 20010331 GOOD             NGS
 PM0244  HISTORY     - 20040424 GOOD             USPSQD
 PM0244
 PM0244                          STATION DESCRIPTION
 PM0244
 PM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0244'1.4 KM (0.85 MI) SW FROM KALVEA.
 PM0244'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0244'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ON OSMO STREET AND COUNTY ROAD
 PM0244'669, THENCE 0.8 KM (0.5 MI) WEST ON 9 MILE ROAD AND COUNTY ROAD 669,
 PM0244'12.6 METERS (41.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PM0244'24.0 METERS (78.6 FT) EAST OF THE CENTERLINE OF INDUSTRIAL AVENUE, AND
 PM0244'0.4 METER (1.2 FT) SOUTH OF A RAIL FENCE.
 PM0244'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PM0244'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF 9-MILE RD.
 PM0244
 PM0244                          STATION RECOVERY (1996)
 PM0244
 PM0244'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0244'RECOVERED IN GOOD CONDITION.
 PM0244
 PM0244                          STATION RECOVERY (2001)
 PM0244
 PM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0244'
 PM0244
 PM0244                          STATION RECOVERY (2004)
 PM0244
 PM0244'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0244'IT IS EAST OF PUISTO, NO LONGER CALLED INDUSTRIAL DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0437 ***********************************************************************
 NG0437  DESIGNATION -  D 322
 NG0437  PID         -  NG0437
 NG0437  STATE/COUNTY-  MI/VAN BUREN
 NG0437  COUNTRY     -  US
 NG0437  USGS QUAD   -  PULLMAN (2017)
 NG0437
 NG0437                         *CURRENT SURVEY CONTROL
 NG0437  ______________________________________________________________________
 NG0437* NAD 83(1986) POSITION- 42 24 05.     (N) 086 04 22.     (W)   SCALED
 NG0437* NAVD 88 ORTHO HEIGHT -   208.306 (meters)      683.42  (feet) ADJUSTED
 NG0437  ______________________________________________________________________
 NG0437  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 NG0437  DYNAMIC HEIGHT  -        208.248 (meters)      683.23  (feet) COMP
 NG0437  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 NG0437
 NG0437  VERT ORDER      -  FIRST     CLASS II
 NG0437
 NG0437.The horizontal coordinates were scaled from a map and have
 NG0437.an estimated accuracy of +/- 6 seconds.
 NG0437
 NG0437.The orthometric height was determined by differential leveling and
 NG0437.adjusted by the NATIONAL GEODETIC SURVEY
 NG0437.in June 1991.
 NG0437
 NG0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0437.GEOID18 height accuracy estimate available here.
 NG0437
 NG0437.Click photographs - Photos may exist for this station.
 NG0437
 NG0437.The dynamic height is computed by dividing the NAVD 88
 NG0437.geopotential number by the normal gravity value computed on the
 NG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0437.degrees latitude (g = 980.6199 gals.).
 NG0437
 NG0437.The modeled gravity was interpolated from observed gravity values.
 NG0437
 NG0437;                    North         East    Units  Estimated Accuracy
 NG0437;SPC MI S     -   101,550.    3,859,560.      MT  (+/- 180 meters Scaled)
 NG0437
 NG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM763947(NAD 83)
 NG0437
 NG0437                          SUPERSEDED SURVEY CONTROL
 NG0437
 NG0437  NGVD 29 (01/19/93)  208.443  (m)          683.87   (f) ADJUSTED    1 2
 NG0437
 NG0437.Superseded values are not recommended for survey control.
 NG0437
 NG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0437.See file dsdata.pdf to determine how the superseded data were derived.
 NG0437
 NG0437_MARKER: I = METAL ROD
 NG0437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0437_STAMPING: D 322 1984
 NG0437_MARK LOGO: NGS
 NG0437_PROJECTION: RECESSED 6 CENTIMETERS
 NG0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0437+STABILITY: POSITION/ELEVATION WELL
 NG0437_ROD/PIPE-DEPTH: 14.6 meters
 NG0437_SLEEVE-DEPTH  : 3.00 meters
 NG0437
 NG0437  HISTORY     - Date     Condition        Report By
 NG0437  HISTORY     - 1984     MONUMENTED       NGS
 NG0437  HISTORY     - 1985     GOOD             NGS
 NG0437  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NG0437
 NG0437                          STATION DESCRIPTION
 NG0437
 NG0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0437'0.3 KM (0.2 MI) SOUTH FROM GRAND JUNCTION.
 NG0437'0.32 KM (0.2 MI) SOUTH ALONG COUNTY ROAD 215 FROM THE POST OFFICE IN
 NG0437'GRAND JUNCTION, AT THE MICHIGAN BLUEBERRY GROWERS ASSOCIATION AT THE
 NG0437'GENERAL OFFICE (WEST), 19.63 METERS (64.4 FT) WEST OF THE CENTERLINE
 NG0437'OF COUNTY ROAD 215, 13.72 METERS (45.0 FT) EAST-NORTHEAST OF THE
 NG0437'CENTER OF THE OFFICE ENTRANCE DOOR, 6.25 METERS (20.5 FT)
 NG0437'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A PLANTER, 4.42 METERS
 NG0437'(14.5 FT) NORTH OF THE NORTH EDGE OF THE PARKING AREA, AND 4.57 METERS
 NG0437'(15.0 FT) EAST OF A 12 INCH MAPLE TREE.
 NG0437'THE MARK IS ABOVE LEVEL WITH ROAD.
 NG0437
 NG0437                          STATION RECOVERY (1985)
 NG0437
 NG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0437'RECOVERED IN GOOD CONDITION.
 NG0437
 NG0437                          STATION RECOVERY (2000)
 NG0437
 NG0437'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0437'COULD NOT FIND SURVEY MARKER.THIS MARKER COULD BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1220 ***********************************************************************
 NF1220  DESIGNATION -  D 323
 NF1220  PID         -  NF1220
 NF1220  STATE/COUNTY-  MI/VAN BUREN
 NF1220  COUNTRY     -  US
 NF1220  USGS QUAD   -  BLOOMINGDALE (2017)
 NF1220
 NF1220                         *CURRENT SURVEY CONTROL
 NF1220  ______________________________________________________________________
 NF1220* NAD 83(1986) POSITION- 42 23 00.     (N) 085 58 52.     (W)   SCALED
 NF1220* NAVD 88 ORTHO HEIGHT -   221.282 (meters)      725.99  (feet) ADJUSTED
 NF1220  ______________________________________________________________________
 NF1220  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 NF1220  DYNAMIC HEIGHT  -        221.220 (meters)      725.79  (feet) COMP
 NF1220  MODELED GRAVITY -    980,338.5   (mgal)                       NAVD 88
 NF1220
 NF1220  VERT ORDER      -  FIRST     CLASS II
 NF1220
 NF1220.The horizontal coordinates were scaled from a map and have
 NF1220.an estimated accuracy of +/- 6 seconds.
 NF1220
 NF1220.The orthometric height was determined by differential leveling and
 NF1220.adjusted by the NATIONAL GEODETIC SURVEY
 NF1220.in June 1991.
 NF1220
 NF1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1220.GEOID18 height accuracy estimate available here.
 NF1220
 NF1220.Click photographs - Photos may exist for this station.
 NF1220
 NF1220.The dynamic height is computed by dividing the NAVD 88
 NF1220.geopotential number by the normal gravity value computed on the
 NF1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1220.degrees latitude (g = 980.6199 gals.).
 NF1220
 NF1220.The modeled gravity was interpolated from observed gravity values.
 NF1220
 NF1220;                    North         East    Units  Estimated Accuracy
 NF1220;SPC MI S     -    99,390.    3,867,060.      MT  (+/- 180 meters Scaled)
 NF1220
 NF1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM838928(NAD 83)
 NF1220
 NF1220                          SUPERSEDED SURVEY CONTROL
 NF1220
 NF1220  NGVD 29 (01/19/93)  221.425  (m)          726.46   (f) ADJUSTED    1 2
 NF1220
 NF1220.Superseded values are not recommended for survey control.
 NF1220
 NF1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1220.See file dsdata.pdf to determine how the superseded data were derived.
 NF1220
 NF1220_MARKER: I = METAL ROD
 NF1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1220_STAMPING: D 323 1984
 NF1220_MARK LOGO: NGS
 NF1220_PROJECTION: FLUSH
 NF1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1220_ROD/PIPE-DEPTH: 8.5 meters
 NF1220
 NF1220  HISTORY     - Date     Condition        Report By
 NF1220  HISTORY     - 1984     MONUMENTED       NGS
 NF1220  HISTORY     - 20000803 GOOD             MI-159
 NF1220
 NF1220                          STATION DESCRIPTION
 NF1220
 NF1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1220'1.6 KM (1.0 MI) WEST FROM BLOOMINGDALE.
 NF1220'1.6 KM (1.0 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1220'COUNTY ROAD 665 IN BLOOMINGDALE, 16.4 M (53.8 FT) NORTH OF THE
 NF1220'CENTERLINE OF THE ROAD, 7.1 M (23.3 FT) NORTH OF A FENCE CORNER, 6.6 M
 NF1220'(21.7 FT) WEST OF THE CENTER OF 44TH STREET, 1.6 M (5.2 FT)
 NF1220'WEST-NORTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) EAST OF A FENCE.
 NF1220'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1220'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 NF1220'THE MARK IS 0.3 M ABOVE THE STREET.
 NF1220
 NF1220                          STATION RECOVERY (2000)
 NF1220
 NF1220'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1220'DIRECTION - 1 MILE WEST OF VILLAGE OF BLOOMINGDALE. OK FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0613 ***********************************************************************
 RM0613  DESIGNATION -  D 324
 RM0613  PID         -  RM0613
 RM0613  STATE/COUNTY-  MI/GOGEBIC
 RM0613  COUNTRY     -  US
 RM0613  USGS QUAD   -  BESSEMER (2017)
 RM0613
 RM0613                         *CURRENT SURVEY CONTROL
 RM0613  ______________________________________________________________________
 RM0613* NAD 83(2011) POSITION- 46 28 52.76764(N) 090 03 56.72615(W)   ADJUSTED
 RM0613* NAD 83(2011) ELLIP HT-   401.651 (meters)        (08/30/18)   ADJUSTED
 RM0613* NAD 83(2011) EPOCH   -  2010.00
 RM0613* NAVD 88 ORTHO HEIGHT -   432.333 (meters)     1418.41  (feet) ADJUSTED
 RM0613  ______________________________________________________________________
 RM0613  GEOID HEIGHT    -        -30.686 (meters)                     GEOID18
 RM0613  NAD 83(2011) X  -     -5,049.742 (meters)                     COMP
 RM0613  NAD 83(2011) Y  - -4,399,951.935 (meters)                     COMP
 RM0613  NAD 83(2011) Z  -  4,602,542.384 (meters)                     COMP
 RM0613  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 RM0613  DYNAMIC HEIGHT  -        432.351 (meters)     1418.47  (feet) COMP
 RM0613  MODELED GRAVITY -    980,640.9   (mgal)                       NAVD 88
 RM0613
 RM0613  VERT ORDER      -  SECOND    CLASS I
 RM0613
 RM0613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0613  Standards:
 RM0613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0613  -------------------------------------------------------------------
 RM0613  NETWORK    0.53   0.98           0.24   0.18   0.50     -0.10418712
 RM0613  -------------------------------------------------------------------
 RM0613  Click here for local accuracies and other accuracy information.
 RM0613
 RM0613.The horizontal coordinates were established by GPS observations
 RM0613.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 RM0613
 RM0613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0613.been affixed to the stable North American tectonic plate. See 
 RM0613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0613
 RM0613.The horizontal coordinates are valid at the epoch date displayed above
 RM0613.which is a decimal equivalence of Year/Month/Day.
 RM0613
 RM0613.The orthometric height was determined by differential leveling and
 RM0613.adjusted by the NATIONAL GEODETIC SURVEY
 RM0613.in February 2017.
 RM0613
 RM0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0613.GEOID18 height accuracy estimate available here.
 RM0613
 RM0613.Click photographs - Photos may exist for this station.
 RM0613
 RM0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0613
 RM0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0613
 RM0613.The ellipsoidal height was determined by GPS observations
 RM0613.and is referenced to NAD 83.
 RM0613
 RM0613.The dynamic height is computed by dividing the NAVD 88
 RM0613.geopotential number by the normal gravity value computed on the
 RM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0613.degrees latitude (g = 980.6199 gals.).
 RM0613
 RM0613.The modeled gravity was interpolated from observed gravity values.
 RM0613
 RM0613. The following values were computed from the NAD 83(2011) position.
 RM0613
 RM0613;                    North         East     Units Scale Factor Converg.
 RM0613;SPC MI N     -   193,273.715 7,764,664.135   MT  0.99990867   -2 12 57.2
 RM0613;SPC MI N     -   634,100.11 25,474,619.87   iFT  0.99990867   -2 12 57.2
 RM0613;UTM  15      - 5,151,711.963   725,222.082   MT  1.00022355   +2 07 43.2
 RM0613;UTM  16      - 5,152,095.576   264,683.809   MT  1.00028071   -2 13 26.9
 RM0613
 RM0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0613!SPC MI N     -   0.99993704  x   0.99990867  =   0.99984572
 RM0613!UTM  15      -   0.99993704  x   1.00022355  =   1.00016058
 RM0613!UTM  16      -   0.99993704  x   1.00028071  =   1.00021773
 RM0613
 RM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2522251711(NAD 83)
 RM0613
 RM0613                          SUPERSEDED SURVEY CONTROL
 RM0613
 RM0613  NAVD 88 (03/19/14)  432.380  (m)         1418.57   (f) SUPERSEDED  2 1
 RM0613  NAVD 88 (06/15/91)  432.335  (m)         1418.42   (f) SUPERSEDED  1 2
 RM0613
 RM0613.Superseded values are not recommended for survey control.
 RM0613
 RM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0613.See file dsdata.pdf to determine how the superseded data were derived.
 RM0613
 RM0613_MARKER: DV = VERTICAL CONTROL DISK
 RM0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0613_STAMPING: D 324 1985
 RM0613_MARK LOGO: NGS
 RM0613_PROJECTION: RECESSED 20 CENTIMETERS
 RM0613_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0613+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 RM0613_ROD/PIPE-DEPTH: 7.3 meters
 RM0613
 RM0613  HISTORY     - Date     Condition        Report By
 RM0613  HISTORY     - 1985     MONUMENTED       NGS
 RM0613  HISTORY     - 19890120 GOOD             USPSQD
 RM0613  HISTORY     - 19970630 GOOD             MIDT
 RM0613  HISTORY     - 20000816 GOOD             MIDT
 RM0613  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0613  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0613  HISTORY     - 20130829 GOOD             WIDT
 RM0613  HISTORY     - 20180725 GOOD             WIDT
 RM0613  HISTORY     - 20180806 GOOD             WIDT
 RM0613
 RM0613                          STATION DESCRIPTION
 RM0613
 RM0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0613'1.0 KM (0.6 MI) WEST FROM BESSEMER.
 RM0613'1.0 KM (0.6 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0613'SCHOOL IN BESSEMER, 11.7 M (38.4 FT) EAST OF THE CENTER OF THE EAST
 RM0613'ENTRANCE TO A STANDARD SERVICE STATION, 10.8 M (35.4 FT) NORTH OF
 RM0613'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 RM0613'WEST OF A UTILITY POLE WITH TWO GUY WIRES. NOTE--ACCESS TO DATUM POINT
 RM0613'IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0613'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 RM0613'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RM0613
 RM0613                          STATION RECOVERY (1989)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0613'RECOVERED IN GOOD CONDITION.
 RM0613
 RM0613                          STATION RECOVERY (1997)
 RM0613
 RM0613'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0613'NOTE-THE UTILITY POLE IS GONE AND THE SERVICE STATION IS NOW A
 RM0613'RECREATIONAL VEHICLE (RV) DEALER.  THE MARK IS BELOW LEVEL WITH THE
 RM0613'GROUND ABOUT 12 CM.
 RM0613
 RM0613                          STATION RECOVERY (2000)
 RM0613
 RM0613'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0613'BESSEMER, 0.6 MI W ALONG HWY-28 FROM THE BESSEMER AREA SCHOOLS, AT SW
 RM0613'CORNER OF LARGE OPEN LAWN, 112 FT S57E OF SE CORNER OF CONCRETE BLOCK
 RM0613'BUILDING, 35.5 FT N OF C/L W BND LANES, 34 FT SE OF A LIGHT POLE, 22.4
 RM0613'FT N OF BACK OF CURB, 22 FT N35W OF A MANHOLE, 13.5 FT W OF A CATCH
 RM0613'BASIN AND 0.5 FT BELOW GROUND. NO WITNESS POST SET.
 RM0613
 RM0613                          STATION RECOVERY (2003)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0613'MARK NOT FOUND.
 RM0613
 RM0613                          STATION RECOVERY (2004)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0613'MARK NOT FOUND.
 RM0613
 RM0613                          STATION RECOVERY (2013)
 RM0613
 RM0613'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0613'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS 0.3 M
 RM0613'(1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 RM0613
 RM0613                          STATION RECOVERY (2018)
 RM0613
 RM0613'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0613'RECOVERED IN GOOD CONDITION.
 RM0613
 RM0613                          STATION RECOVERY (2018)
 RM0613
 RM0613'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0613'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1485 ***********************************************************************
 RL1485  DESIGNATION -  D 325
 RL1485  PID         -  RL1485
 RL1485  STATE/COUNTY-  MI/HOUGHTON
 RL1485  COUNTRY     -  US
 RL1485  USGS QUAD   -  KENTON (2017)
 RL1485
 RL1485                         *CURRENT SURVEY CONTROL
 RL1485  ______________________________________________________________________
 RL1485* NAD 83(1986) POSITION- 46 29 10.     (N) 088 53 21.     (W)   SCALED
 RL1485* NAVD 88 ORTHO HEIGHT -   358.918 (meters)     1177.55  (feet) ADJUSTED
 RL1485  ______________________________________________________________________
 RL1485  GEOID HEIGHT    -        -32.316 (meters)                     GEOID18
 RL1485  DYNAMIC HEIGHT  -        358.931 (meters)     1177.59  (feet) COMP
 RL1485  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 RL1485
 RL1485  VERT ORDER      -  FIRST     CLASS II
 RL1485
 RL1485.The horizontal coordinates were scaled from a map and have
 RL1485.an estimated accuracy of +/- 6 seconds.
 RL1485
 RL1485.The orthometric height was determined by differential leveling and
 RL1485.adjusted by the NATIONAL GEODETIC SURVEY
 RL1485.in June 1991.
 RL1485
 RL1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1485.GEOID18 height accuracy estimate available here.
 RL1485
 RL1485.Click photographs - Photos may exist for this station.
 RL1485
 RL1485.The dynamic height is computed by dividing the NAVD 88
 RL1485.geopotential number by the normal gravity value computed on the
 RL1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1485.degrees latitude (g = 980.6199 gals.).
 RL1485
 RL1485.The modeled gravity was interpolated from observed gravity values.
 RL1485
 RL1485;                    North         East    Units  Estimated Accuracy
 RL1485;SPC MI N     -   190,980.    7,854,970.      MT  (+/- 180 meters Scaled)
 RL1485
 RL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550497(NAD 83)
 RL1485
 RL1485                          SUPERSEDED SURVEY CONTROL
 RL1485
 RL1485.No superseded survey control is available for this station.
 RL1485
 RL1485_MARKER: F = FLANGE-ENCASED ROD
 RL1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1485_STAMPING: D 325 1985
 RL1485_MARK LOGO: NGS
 RL1485_PROJECTION: FLUSH
 RL1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1485+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 RL1485_ROD/PIPE-DEPTH: 22.6 meters
 RL1485
 RL1485  HISTORY     - Date     Condition        Report By
 RL1485  HISTORY     - 1985     MONUMENTED       NGS
 RL1485  HISTORY     - 1989     GOOD             USPSQD
 RL1485  HISTORY     - 20090615 GOOD             MIDT
 RL1485  HISTORY     - 20100928 GOOD             MIDT
 RL1485
 RL1485                          STATION DESCRIPTION
 RL1485
 RL1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1485'26.8 KM (16.65 MI) EAST FROM BRUCE CROSSING.
 RL1485'26.8 KM (16.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1485'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, OR 28.7 KM (17.85 MI) WESTERLY
 RL1485'ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S. HIGHWAY 141 IN
 RL1485'COVINGTON, IN THE SMALL COMMUNITY OF KENTON, 24.5 M (80.4 FT) NORTH OF
 RL1485'THE CENTERLINE OF THE HIGHWAY, 21.8 M (71.5 FT) NORTHEAST OF THE
 RL1485'NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING THE EAST BRANCH OF THE
 RL1485'ONTONGON RIVER, 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF FOREST
 RL1485'SERVICE ROAD 16, AND 1.0 M (3.8 FT) NORTH OF A UTILITY GUY LINE POLE.
 RL1485'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1485'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1485
 RL1485                          STATION RECOVERY (1989)
 RL1485
 RL1485'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1485'RECOVERED IN GOOD CONDITION.
 RL1485
 RL1485                          STATION RECOVERY (2009)
 RL1485
 RL1485'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1485'RECOVERED AS DESCRIBED.
 RL1485
 RL1485                          STATION RECOVERY (2010)
 RL1485
 RL1485'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0443 ***********************************************************************
 NG0443  DESIGNATION -  D 326
 NG0443  PID         -  NG0443
 NG0443  STATE/COUNTY-  MI/BERRIEN
 NG0443  COUNTRY     -  US
 NG0443  USGS QUAD   -  STEVENSVILLE (2017)
 NG0443
 NG0443                         *CURRENT SURVEY CONTROL
 NG0443  ______________________________________________________________________
 NG0443* NAD 83(1986) POSITION- 42 01 52.4    (N) 086 30 50.9    (W)   HD_HELD2
 NG0443* NAVD 88 ORTHO HEIGHT -   193.545 (meters)      634.99  (feet) ADJUSTED
 NG0443  ______________________________________________________________________
 NG0443  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 NG0443  DYNAMIC HEIGHT  -        193.479 (meters)      634.77  (feet) COMP
 NG0443  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 NG0443
 NG0443  VERT ORDER      -  FIRST     CLASS II
 NG0443
 NG0443.The horizontal coordinates were established by autonomous hand held GPS
 NG0443.observations and have an estimated accuracy of +/- 10 meters.
 NG0443
 NG0443.The orthometric height was determined by differential leveling and
 NG0443.adjusted by the NATIONAL GEODETIC SURVEY
 NG0443.in June 1991.
 NG0443
 NG0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0443.GEOID18 height accuracy estimate available here.
 NG0443
 NG0443.Click photographs - Photos may exist for this station.
 NG0443
 NG0443.The dynamic height is computed by dividing the NAVD 88
 NG0443.geopotential number by the normal gravity value computed on the
 NG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0443.degrees latitude (g = 980.6199 gals.).
 NG0443
 NG0443.The modeled gravity was interpolated from observed gravity values.
 NG0443
 NG0443;                    North         East    Units  Estimated Accuracy
 NG0443;SPC MI S     -    61,276.    3,822,184.      MT  (+/- 10 meters HH2 GPS)
 NG0443
 NG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4021853356(NAD 83)
 NG0443
 NG0443                          SUPERSEDED SURVEY CONTROL
 NG0443
 NG0443  NGVD 29 (01/19/93)  193.678  (m)          635.43   (f) ADJUSTED    1 2
 NG0443
 NG0443.Superseded values are not recommended for survey control.
 NG0443
 NG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0443.See file dsdata.pdf to determine how the superseded data were derived.
 NG0443
 NG0443_MARKER: DV = VERTICAL CONTROL DISK
 NG0443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0443_SP_SET: OVERPASS PIER
 NG0443_STAMPING: D 326 1985
 NG0443_MARK LOGO: NGS
 NG0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0443+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2013
 NG0443
 NG0443  HISTORY     - Date     Condition        Report By
 NG0443  HISTORY     - 1985     MONUMENTED       NGS
 NG0443  HISTORY     - 19920622 GOOD             LOCENG
 NG0443  HISTORY     - 20040626 GOOD             FTCH
 NG0443  HISTORY     - 20130402 GOOD             SPALD
 NG0443
 NG0443                          STATION DESCRIPTION
 NG0443
 NG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0443'9.5 KM (5.9 MI) SOUTH FROM ST JOSEPH.
 NG0443'9.5 KM (5.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0443'THE POST OFFICE IN ST JOSEPH, SET VERTICALLY IN THE NORTH FACE OF THE
 NG0443'MOST NORTHERLY 1 OF 6 COLUMNS OF THE FIRST PIER NORTH OF THE EAST
 NG0443'ABUTMENT OF INTERSTATE HIGHWAY 94 OVERPASS OF RED ARROW HIGHWAY, 7.0 M
 NG0443'(23.0 FT) NORTHWEST OF THE CENTER OF THE INTERSTATE HIGHWAY, AND 6.4 M
 NG0443'(21.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF RED ARROW
 NG0443'HIGHWAY.
 NG0443'THE MARK IS 1.4 M ABOVE THE GROUND.
 NG0443
 NG0443                          STATION RECOVERY (1992)
 NG0443
 NG0443'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NG0443'RECOVERED IN GOOD CONDITION.
 NG0443
 NG0443                          STATION RECOVERY (2004)
 NG0443
 NG0443'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 NG0443'RECOVERED AS DESCRIBED
 NG0443
 NG0443                          STATION RECOVERY (2013)
 NG0443
 NG0443'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (MA)
 NG0443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1202 ***********************************************************************
 NF1202  DESIGNATION -  D 327
 NF1202  PID         -  NF1202
 NF1202  STATE/COUNTY-  MI/KALAMAZOO
 NF1202  COUNTRY     -  US
 NF1202  USGS QUAD   -  AUGUSTA (2017)
 NF1202
 NF1202                         *CURRENT SURVEY CONTROL
 NF1202  ______________________________________________________________________
 NF1202* NAD 83(2011) POSITION- 42 20 08.17337(N) 085 18 26.95488(W)   ADJUSTED
 NF1202* NAD 83(2011) ELLIP HT-   235.461 (meters)        (06/27/12)   ADJUSTED
 NF1202* NAD 83(2011) EPOCH   -  2010.00
 NF1202* NAVD 88 ORTHO HEIGHT -   268.787 (meters)      881.85  (feet) ADJUSTED
 NF1202  ______________________________________________________________________
 NF1202  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 NF1202  NAD 83(2011) X  -    386,310.773 (meters)                     COMP
 NF1202  NAD 83(2011) Y  - -4,706,320.148 (meters)                     COMP
 NF1202  NAD 83(2011) Z  -  4,273,391.931 (meters)                     COMP
 NF1202  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 NF1202  DYNAMIC HEIGHT  -        268.704 (meters)      881.57  (feet) COMP
 NF1202  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 NF1202
 NF1202  VERT ORDER      -  FIRST     CLASS II
 NF1202
 NF1202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1202  Standards:
 NF1202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1202  -------------------------------------------------------------------
 NF1202  NETWORK    1.02   2.69           0.45   0.38   1.37      0.13098421
 NF1202  -------------------------------------------------------------------
 NF1202  Click here for local accuracies and other accuracy information.
 NF1202
 NF1202.The horizontal coordinates were established by GPS observations
 NF1202.and adjusted by the National Geodetic Survey in June 2012.
 NF1202
 NF1202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1202.been affixed to the stable North American tectonic plate. See 
 NF1202.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1202
 NF1202.The horizontal coordinates are valid at the epoch date displayed above
 NF1202.which is a decimal equivalence of Year/Month/Day.
 NF1202
 NF1202.The orthometric height was determined by differential leveling and
 NF1202.adjusted by the NATIONAL GEODETIC SURVEY
 NF1202.in June 1991.
 NF1202
 NF1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1202.GEOID18 height accuracy estimate available here.
 NF1202
 NF1202.Click photographs - Photos may exist for this station.
 NF1202
 NF1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1202
 NF1202.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1202
 NF1202.The ellipsoidal height was determined by GPS observations
 NF1202.and is referenced to NAD 83.
 NF1202
 NF1202.The dynamic height is computed by dividing the NAVD 88
 NF1202.geopotential number by the normal gravity value computed on the
 NF1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1202.degrees latitude (g = 980.6199 gals.).
 NF1202
 NF1202.The modeled gravity was interpolated from observed gravity values.
 NF1202
 NF1202. The following values were computed from the NAD 83(2011) position.
 NF1202
 NF1202;                    North         East     Units Scale Factor Converg.
 NF1202;SPC MI S     -    93,250.384 3,922,468.488   MT  0.99995255   -0 38 24.9
 NF1202;SPC MI S     -   305,939.58 12,868,991.10   iFT  0.99995255   -0 38 24.9
 NF1202;UTM  16      - 4,688,426.187   639,432.853   MT  0.99983921   +1 08 24.2
 NF1202
 NF1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1202!SPC MI S     -   0.99996307  x   0.99995255  =   0.99991562
 NF1202!UTM  16      -   0.99996307  x   0.99983921  =   0.99980229
 NF1202
 NF1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3943288426(NAD 83)
 NF1202
 NF1202                          SUPERSEDED SURVEY CONTROL
 NF1202
 NF1202  NAD 83(2007)-  42 20 08.17352(N)    085 18 26.95577(W) AD(2002.00) 0
 NF1202  ELLIP H (02/10/07)  235.475  (m)                       GP(2002.00)    
 NF1202  ELLIP H (07/17/02)  235.484  (m)                       GP(       ) 4 1
 NF1202  NAD 83(1994)-  42 20 08.17360(N)    085 18 26.95636(W) AD(       ) 1
 NF1202  ELLIP H (02/03/97)  235.494  (m)                       GP(       ) 4 1
 NF1202  NAD 83(1986)-  42 20 08.17369(N)    085 18 26.97069(W) AD(       ) 1
 NF1202  NGVD 29             268.92   (m)          882.3    (f) LEVELING    3  
 NF1202  NGVD 29 (01/19/93)  268.918  (m)          882.28   (f) ADJUSTED    1 2
 NF1202
 NF1202.Superseded values are not recommended for survey control.
 NF1202
 NF1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1202.See file dsdata.pdf to determine how the superseded data were derived.
 NF1202
 NF1202_MARKER: F = FLANGE-ENCASED ROD
 NF1202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1202_STAMPING: D 327 1985
 NF1202_MARK LOGO: NGS
 NF1202_PROJECTION: FLUSH
 NF1202_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1202+STABILITY: POSITION/ELEVATION WELL
 NF1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1202+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2020
 NF1202_ROD/PIPE-DEPTH: 4.3 meters
 NF1202
 NF1202  HISTORY     - Date     Condition        Report By
 NF1202  HISTORY     - 1985     MONUMENTED       NGS
 NF1202  HISTORY     - 19920707 GOOD             HOLDEN
 NF1202  HISTORY     - 20030419 GOOD             USPSQD
 NF1202  HISTORY     - 20200219 GOOD             MIDT
 NF1202
 NF1202                          STATION DESCRIPTION
 NF1202
 NF1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1202'12.4 KM (7.7 MI) WEST FROM BATTLE CREEK.
 NF1202'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1202'CREEK, THENCE 11.8 KM (7.35 MI) WESTERLY ALONG DICKMAN ROAD, 0.8 KM
 NF1202'(0.5 MI) WEST OF THE KALAMAZOO-CALHOUN COUNTY LINE, 27.6 M (90.6 FT)
 NF1202'EAST OF A FIRE HYDRANT, 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF
 NF1202'THE EAST BOUND LINES OF THE ROAD, AND 1.7 M (5.6 FT) WEST OF A UTILITY
 NF1202'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1202'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 NF1202
 NF1202                          STATION RECOVERY (1992)
 NF1202
 NF1202'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1202'STATION IS LOCATED ABOUT 4 MILES NORTH NORTHWEST OF THE I-94
 NF1202'INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK ROAD, 2 MILES EAST OF
 NF1202'AUGUSTA, IN QUAD 42085212. IT CAN BE PLOTTED ON THE USGS QUADRANGLE
 NF1202'MAP AUGUSTA, IN THE S 1/2 SECTION 36 T2S,R9W, ROSS TOWNSHIP, IN
 NF1202'KALAMAZOO COUNTY.IT IS 0.5 MI (0.8 KM) WEST OF THE COUNTY LINE WITH
 NF1202'CALHOUN COUNTY.
 NF1202'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1202'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1202'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 3.0 MI
 NF1202'(4.8 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1202'STATION IS 1.0 FT (0.3 M) NORTH OF A CHAIN LINK FENCE, 6.0 FT (1.8 M)
 NF1202'WEST OF A UTILITY POLE, 91.0 FT (27.7 M) EAST OF A FIRE HYDRANT, 10.0
 NF1202'M (32.8 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF DICKMAN
 NF1202'ROAD AND 1.0 FT (0.3 M) NORTH FROM A CARSONITE WITNESS POST. ACCESS
 NF1202'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1202
 NF1202                          STATION RECOVERY (2003)
 NF1202
 NF1202'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1202'RECOVERED IN GOOD CONDITION.
 NF1202
 NF1202                          STATION RECOVERY (2020)
 NF1202
 NF1202'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 NF1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1464 ***********************************************************************
 RL1464  DESIGNATION -  D 328
 RL1464  PID         -  RL1464
 RL1464  STATE/COUNTY-  MI/BARAGA
 RL1464  COUNTRY     -  US
 RL1464  USGS QUAD   -  THREE LAKES (2017)
 RL1464
 RL1464                         *CURRENT SURVEY CONTROL
 RL1464  ______________________________________________________________________
 RL1464* NAD 83(2011) POSITION- 46 33 15.95198(N) 088 12 08.38457(W)   ADJUSTED
 RL1464* NAD 83(2011) ELLIP HT-   460.402 (meters)        (06/27/12)   ADJUSTED
 RL1464* NAD 83(2011) EPOCH   -  2010.00
 RL1464* NAVD 88 ORTHO HEIGHT -   493.583 (meters)     1619.36  (feet) ADJUSTED
 RL1464  ______________________________________________________________________
 RL1464  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 RL1464  NAD 83(2011) X  -    137,843.432 (meters)                     COMP
 RL1464  NAD 83(2011) Y  - -4,391,935.637 (meters)                     COMP
 RL1464  NAD 83(2011) Z  -  4,608,177.570 (meters)                     COMP
 RL1464  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 RL1464  DYNAMIC HEIGHT  -        493.601 (meters)     1619.42  (feet) COMP
 RL1464  MODELED GRAVITY -    980,634.7   (mgal)                       NAVD 88
 RL1464
 RL1464  VERT ORDER      -  FIRST     CLASS II
 RL1464
 RL1464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL1464  Standards:
 RL1464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL1464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL1464  -------------------------------------------------------------------
 RL1464  NETWORK    0.62   1.33           0.27   0.23   0.68      0.09854469
 RL1464  -------------------------------------------------------------------
 RL1464  Click here for local accuracies and other accuracy information.
 RL1464
 RL1464.The horizontal coordinates were established by GPS observations
 RL1464.and adjusted by the National Geodetic Survey in June 2012.
 RL1464
 RL1464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL1464.been affixed to the stable North American tectonic plate. See 
 RL1464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL1464
 RL1464.The horizontal coordinates are valid at the epoch date displayed above
 RL1464.which is a decimal equivalence of Year/Month/Day.
 RL1464
 RL1464.The orthometric height was determined by differential leveling and
 RL1464.adjusted by the NATIONAL GEODETIC SURVEY
 RL1464.in June 1991.
 RL1464
 RL1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1464.GEOID18 height accuracy estimate available here.
 RL1464
 RL1464.Click photographs - Photos may exist for this station.
 RL1464
 RL1464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1464
 RL1464.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1464
 RL1464.The ellipsoidal height was determined by GPS observations
 RL1464.and is referenced to NAD 83.
 RL1464
 RL1464.The dynamic height is computed by dividing the NAVD 88
 RL1464.geopotential number by the normal gravity value computed on the
 RL1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1464.degrees latitude (g = 980.6199 gals.).
 RL1464
 RL1464.The modeled gravity was interpolated from observed gravity values.
 RL1464
 RL1464. The following values were computed from the NAD 83(2011) position.
 RL1464
 RL1464;                    North         East     Units Scale Factor Converg.
 RL1464;SPC MI N     -   197,547.462 7,907,809.725   MT  0.99991385   -0 52 08.5
 RL1464;SPC MI N     -   648,121.59 25,944,257.63   iFT  0.99991385   -0 52 08.5
 RL1464;UTM  16      - 5,156,353.723   407,835.485   MT  0.99970441   -0 52 22.7
 RL1464
 RL1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1464!SPC MI N     -   0.99992783  x   0.99991385  =   0.99984169
 RL1464!UTM  16      -   0.99992783  x   0.99970441  =   0.99963226
 RL1464
 RL1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0783556353(NAD 83)
 RL1464
 RL1464                          SUPERSEDED SURVEY CONTROL
 RL1464
 RL1464  NAD 83(2007)-  46 33 15.95200(N)    088 12 08.38502(W) AD(2002.00) A
 RL1464  ELLIP H (02/24/11)  460.412  (m)                       GP(2002.00) 3 2
 RL1464  NAVD 88             493.58   (m)         1619.4    (f) LEVELING    3  
 RL1464
 RL1464.Superseded values are not recommended for survey control.
 RL1464
 RL1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1464.See file dsdata.pdf to determine how the superseded data were derived.
 RL1464
 RL1464_MARKER: F = FLANGE-ENCASED ROD
 RL1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1464_STAMPING: D 328 1985
 RL1464_MARK LOGO: NGS
 RL1464_PROJECTION: FLUSH
 RL1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1464+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 RL1464_ROD/PIPE-DEPTH: 42.7 meters
 RL1464
 RL1464  HISTORY     - Date     Condition        Report By
 RL1464  HISTORY     - 1985     MONUMENTED       NGS
 RL1464  HISTORY     - 19990920 GOOD             USPSQD
 RL1464  HISTORY     - 20000710 GOOD             MIDT
 RL1464  HISTORY     - 20060812 GOOD             GEOCAC
 RL1464  HISTORY     - 20090608 GOOD             MIDT
 RL1464  HISTORY     - 20210607 GOOD             MIDT
 RL1464
 RL1464                          STATION DESCRIPTION
 RL1464
 RL1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1464'19.5 KM (12.1 MI) WEST FROM CHAMPION.
 RL1464'19.5 KM (12.1 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1464'IN CHAMPION, 37.3 M (122.4 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 RL1464'THREE LAKES MOTEL, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE
 RL1464'HIGHWAY, 13.0 M (42.7 FT) WEST OF THE EAST ENTRANCE TO THE MOTEL, AND
 RL1464'1.3 M (4.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 RL1464'HAD THROUGH A 5-INCH LOGO CAP.
 RL1464'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 RL1464
 RL1464                          STATION RECOVERY (1999)
 RL1464
 RL1464'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1464'RECOVERED IN GOOD CONDITION.
 RL1464
 RL1464                          STATION RECOVERY (2000)
 RL1464
 RL1464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1464'RECOVERED IN GOOD CONDITION.
 RL1464
 RL1464                          STATION RECOVERY (2006)
 RL1464
 RL1464'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1464'RECOVERED IN GOOD CONDITION.
 RL1464
 RL1464                          STATION RECOVERY (2009)
 RL1464
 RL1464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1464'RECOVERED AS DESCRIBED.
 RL1464
 RL1464                          STATION RECOVERY (2021)
 RL1464
 RL1464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL1464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0466 ***********************************************************************
 RK0466  DESIGNATION -  D 329
 RK0466  PID         -  RK0466
 RK0466  STATE/COUNTY-  MI/MARQUETTE
 RK0466  COUNTRY     -  US
 RK0466  USGS QUAD   -  NEGAUNEE (2017)
 RK0466
 RK0466                         *CURRENT SURVEY CONTROL
 RK0466  ______________________________________________________________________
 RK0466* NAD 83(1986) POSITION- 46 30 21.9    (N) 087 36 44.2    (W)   HD_HELD2
 RK0466* NAVD 88 ORTHO HEIGHT -   419.897 (meters)     1377.61  (feet) ADJUSTED
 RK0466  ______________________________________________________________________
 RK0466  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 RK0466  DYNAMIC HEIGHT  -        419.925 (meters)     1377.70  (feet) COMP
 RK0466  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 RK0466
 RK0466  VERT ORDER      -  FIRST     CLASS II
 RK0466
 RK0466.The horizontal coordinates were established by autonomous hand held GPS
 RK0466.observations and have an estimated accuracy of +/- 10 meters.
 RK0466
 RK0466.The orthometric height was determined by differential leveling and
 RK0466.adjusted by the NATIONAL GEODETIC SURVEY
 RK0466.in June 1991.
 RK0466
 RK0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0466.GEOID18 height accuracy estimate available here.
 RK0466
 RK0466.Click photographs - Photos may exist for this station.
 RK0466
 RK0466.The dynamic height is computed by dividing the NAVD 88
 RK0466.geopotential number by the normal gravity value computed on the
 RK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0466.degrees latitude (g = 980.6199 gals.).
 RK0466
 RK0466.The modeled gravity was interpolated from observed gravity values.
 RK0466
 RK0466;                    North         East    Units  Estimated Accuracy
 RK0466;SPC MI N     -   191,656.    7,953,010.      MT  (+/- 10 meters HH2 GPS)
 RK0466
 RK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5302450461(NAD 83)
 RK0466
 RK0466                          SUPERSEDED SURVEY CONTROL
 RK0466
 RK0466.No superseded survey control is available for this station.
 RK0466
 RK0466_MARKER: DV = VERTICAL CONTROL DISK
 RK0466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0466_SP_SET: BRIDGE ABUTMENT
 RK0466_STAMPING: D 329 1985
 RK0466_MARK LOGO: NGS
 RK0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0466+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0466
 RK0466  HISTORY     - Date     Condition        Report By
 RK0466  HISTORY     - 1985     MONUMENTED       NGS
 RK0466  HISTORY     - 19990712 GOOD             MIDT
 RK0466  HISTORY     - 19990922 GOOD             USPSQD
 RK0466  HISTORY     - 20041009 GOOD             USPSQD
 RK0466  HISTORY     - 20060718 GOOD             USPSQD
 RK0466
 RK0466                          STATION DESCRIPTION
 RK0466
 RK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0466'IN NEGAUNEE.
 RK0466'IN NEGAUNEE, AT THE INTERSECTION OF TEAL LAKE ROAD AND THE LAKE
 RK0466'SUPERIOR AND ISHPEMING RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE
 RK0466'OF THE SOUTHEAST ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD, 82.3 M
 RK0466'(270.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 RK0466'STATE HIGHWAY 28, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RK0466'ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 RK0466'ABUTMENT.
 RK0466'THE MARK IS 1.4 M ABOVE THE GROUND.
 RK0466
 RK0466                          STATION RECOVERY (1999)
 RK0466
 RK0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (1999)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (2004)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (2006)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0144 ***********************************************************************
 OJ0144  DESIGNATION -  D 33
 OJ0144  PID         -  OJ0144
 OJ0144  STATE/COUNTY-  MI/SANILAC
 OJ0144  COUNTRY     -  US
 OJ0144  USGS QUAD   -  DECKERVILLE (2017)
 OJ0144
 OJ0144                         *CURRENT SURVEY CONTROL
 OJ0144  ______________________________________________________________________
 OJ0144* NAD 83(1986) POSITION- 43 30 42.     (N) 082 44 57.     (W)   SCALED
 OJ0144* NAVD 88 ORTHO HEIGHT -   237.186 (meters)      778.17  (feet) ADJUSTED
 OJ0144  ______________________________________________________________________
 OJ0144  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 OJ0144  DYNAMIC HEIGHT  -        237.138 (meters)      778.01  (feet) COMP
 OJ0144  MODELED GRAVITY -    980,410.5   (mgal)                       NAVD 88
 OJ0144
 OJ0144  VERT ORDER      -  FIRST     CLASS II
 OJ0144
 OJ0144.The horizontal coordinates were scaled from a map and have
 OJ0144.an estimated accuracy of +/- 6 seconds.
 OJ0144
 OJ0144.The orthometric height was determined by differential leveling and
 OJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0144.in June 1991.
 OJ0144
 OJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0144.GEOID18 height accuracy estimate available here.
 OJ0144
 OJ0144.Click photographs - Photos may exist for this station.
 OJ0144
 OJ0144.The dynamic height is computed by dividing the NAVD 88
 OJ0144.geopotential number by the normal gravity value computed on the
 OJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0144.degrees latitude (g = 980.6199 gals.).
 OJ0144
 OJ0144.The modeled gravity was interpolated from observed gravity values.
 OJ0144
 OJ0144;                    North         East    Units  Estimated Accuracy
 OJ0144;SPC MI S     -   224,710.    4,130,780.      MT  (+/- 180 meters Scaled)
 OJ0144
 OJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ586191(NAD 83)
 OJ0144
 OJ0144                          SUPERSEDED SURVEY CONTROL
 OJ0144
 OJ0144  NGVD 29 (??/??/92)  237.307  (m)          778.56   (f) ADJ UNCH    1 2
 OJ0144
 OJ0144.Superseded values are not recommended for survey control.
 OJ0144
 OJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0144
 OJ0144_MARKER: DB = BENCH MARK DISK
 OJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0144_STAMPING: D 33 1934
 OJ0144_MARK LOGO: CGS
 OJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0144+STABILITY: SURFACE MOTION
 OJ0144
 OJ0144  HISTORY     - Date     Condition        Report By
 OJ0144  HISTORY     - 1934     MONUMENTED       CGS
 OJ0144  HISTORY     - 1970     MARK NOT FOUND   SHELL
 OJ0144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OJ0144  HISTORY     - 20210720 MARK NOT FOUND   MIDT
 OJ0144
 OJ0144                          STATION DESCRIPTION
 OJ0144
 OJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0144'1.2 MI S FROM DECKERVILLE.
 OJ0144'1.2 MILES SOUTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0144'STATION AT DECKERVILLE, SANILAC COUNTY, WEST OF A LARGE GRAVEL
 OJ0144'PIT EAST OF THE TRACKS, 200 YARDS SOUTHWEST OF A T-SHAPED
 OJ0144'WOODEN FARMHOUSE, AT A GRAVEL-ROAD CROSSING, 47 FEET SOUTH OF
 OJ0144'THE CENTERLINE OF THE ROAD, 26 FEET EAST OF THE EAST RAIL, 16
 OJ0144'FEET SOUTH OF A ROW OF LARGE WILLOW TREES PARALLELING THE ROAD,
 OJ0144'AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OJ0144'STAMPED D 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0144'NOTE-- THE PERE MARQUETTE RAILWAY HAS BEEN PURCHASED BY THE
 OJ0144'CHESAPEAKE AND OHIO RAILWAY.
 OJ0144
 OJ0144                          STATION RECOVERY (1970)
 OJ0144
 OJ0144'RECOVERY NOTE BY SHELL OIL COMPANY 1970
 OJ0144'MARK NOT FOUND.
 OJ0144
 OJ0144                          STATION RECOVERY (1988)
 OJ0144
 OJ0144'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0144'MARK NOT FOUND.
 OJ0144
 OJ0144                          STATION RECOVERY (2021)
 OJ0144
 OJ0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2172 ***********************************************************************
 ME2172  DESIGNATION -  D 330
 ME2172  PID         -  ME2172
 ME2172  STATE/COUNTY-  MI/BERRIEN
 ME2172  COUNTRY     -  US
 ME2172  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2172
 ME2172                         *CURRENT SURVEY CONTROL
 ME2172  ______________________________________________________________________
 ME2172* NAD 83(1986) POSITION- 41 47 39.47   (N) 086 43 47.04   (W)   HD_HELD1
 ME2172* NAVD 88 ORTHO HEIGHT -   199.684 (meters)      655.13  (feet) ADJUSTED
 ME2172  ______________________________________________________________________
 ME2172  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 ME2172  DYNAMIC HEIGHT  -        199.610 (meters)      654.89  (feet) COMP
 ME2172  MODELED GRAVITY -    980,250.5   (mgal)                       NAVD 88
 ME2172
 ME2172  VERT ORDER      -  FIRST     CLASS II
 ME2172
 ME2172.The horizontal coordinates were determined by differentially corrected
 ME2172.hand held GPS observations or other comparable positioning techniques
 ME2172.and have an estimated accuracy of +/- 3 meters.
 ME2172
 ME2172.The orthometric height was determined by differential leveling and
 ME2172.adjusted by the NATIONAL GEODETIC SURVEY
 ME2172.in June 1991.
 ME2172
 ME2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2172.GEOID18 height accuracy estimate available here.
 ME2172
 ME2172.Click photographs - Photos may exist for this station.
 ME2172
 ME2172.The dynamic height is computed by dividing the NAVD 88
 ME2172.geopotential number by the normal gravity value computed on the
 ME2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2172.degrees latitude (g = 980.6199 gals.).
 ME2172
 ME2172.The modeled gravity was interpolated from observed gravity values.
 ME2172
 ME2172;                    North         East    Units  Estimated Accuracy
 ME2172;SPC MI S     -    35,447.5   3,803,597.7     MT  (+/- 3 meters HH1 GPS) 
 ME2172
 ME2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2245426972(NAD 83)
 ME2172
 ME2172                          SUPERSEDED SURVEY CONTROL
 ME2172
 ME2172  NGVD 29 (01/19/93)  199.804  (m)          655.52   (f) ADJUSTED    1 2
 ME2172
 ME2172.Superseded values are not recommended for survey control.
 ME2172
 ME2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2172.See file dsdata.pdf to determine how the superseded data were derived.
 ME2172
 ME2172_MARKER: F = FLANGE-ENCASED ROD
 ME2172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2172_STAMPING: D 330 1985
 ME2172_MARK LOGO: NGS
 ME2172_PROJECTION: FLUSH
 ME2172_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2172+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 ME2172_ROD/PIPE-DEPTH: 9.7 meters
 ME2172
 ME2172  HISTORY     - Date     Condition        Report By
 ME2172  HISTORY     - 1985     MONUMENTED       NGS
 ME2172  HISTORY     - 20020425 GOOD             INDIV
 ME2172  HISTORY     - 20100901 GOOD             JCLS
 ME2172  HISTORY     - 20160920 GOOD             SPICE
 ME2172  HISTORY     - 20200708 SEE DESCRIPTION  MIDT
 ME2172
 ME2172                          STATION DESCRIPTION
 ME2172
 ME2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2172'1.1 KM (0.7 MI) SW FROM NEW BUFFALO.
 ME2172'1.1 KM (0.7 MI) SOUTHEASTERLY ALONG CLAY STREET FROM ITS JUNCTION WITH
 ME2172'U.S. HIGHWAY 12 AND THE RED ARROW HIGHWAY IN NEW BUFFALO, NEAR THE
 ME2172'NORTH CORNER OF THE HIGH SCHOOL ATHLETIC FIELDS, 9.4 M (30.8 FT)
 ME2172'NORTHWEST OF THE CENTER OF THE STREET, 4.3 M (14.1 FT) NORTHWEST OF
 ME2172'THE CENTER OF A MANHOLE COVER, AND 2.5 M (8.2 FT) SOUTHWEST OF THE
 ME2172'NORTHEAST CORNER OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 ME2172'THROUGH A 5-INCH LOGO CAP.
 ME2172'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 ME2172'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2172
 ME2172                          STATION RECOVERY (2002)
 ME2172
 ME2172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 ME2172'RECOVERED IN GOOD CONDITION.
 ME2172
 ME2172                          STATION RECOVERY (2010)
 ME2172
 ME2172'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 ME2172'RECOVERED IN GOOD CONDITION.
 ME2172
 ME2172                          STATION RECOVERY (2016)
 ME2172
 ME2172'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2016
 ME2172'RECOVERED IN GOOD CONDITION.
 ME2172
 ME2172                          STATION RECOVERY (2020)
 ME2172
 ME2172'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 ME2172'COVER HAS BEEN TORN OFF AND STAMPING IS WORN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1153 ***********************************************************************
 NF1153  DESIGNATION -  D 331
 NF1153  PID         -  NF1153
 NF1153  STATE/COUNTY-  MI/JACKSON
 NF1153  COUNTRY     -  US
 NF1153  USGS QUAD   -  GILLETTS LAKE (2017)
 NF1153
 NF1153                         *CURRENT SURVEY CONTROL
 NF1153  ______________________________________________________________________
 NF1153* NAD 83(1986) POSITION- 42 15 25.     (N) 084 21 37.     (W)   SCALED
 NF1153* NAVD 88 ORTHO HEIGHT -   296.132 (meters)      971.56  (feet) ADJUSTED
 NF1153  ______________________________________________________________________
 NF1153  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 NF1153  DYNAMIC HEIGHT  -        296.027 (meters)      971.22  (feet) COMP
 NF1153  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 NF1153
 NF1153  VERT ORDER      -  FIRST     CLASS II
 NF1153
 NF1153.The horizontal coordinates were scaled from a map and have
 NF1153.an estimated accuracy of +/- 6 seconds.
 NF1153
 NF1153.The orthometric height was determined by differential leveling and
 NF1153.adjusted by the NATIONAL GEODETIC SURVEY
 NF1153.in June 1991.
 NF1153
 NF1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1153.GEOID18 height accuracy estimate available here.
 NF1153
 NF1153.Click photographs - Photos may exist for this station.
 NF1153
 NF1153.The dynamic height is computed by dividing the NAVD 88
 NF1153.geopotential number by the normal gravity value computed on the
 NF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1153.degrees latitude (g = 980.6199 gals.).
 NF1153
 NF1153.The modeled gravity was interpolated from observed gravity values.
 NF1153
 NF1153;                    North         East    Units  Estimated Accuracy
 NF1153;SPC MI S     -    84,080.    4,000,530.      MT  (+/- 180 meters Scaled)
 NF1153
 NF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM177816(NAD 83)
 NF1153
 NF1153                          SUPERSEDED SURVEY CONTROL
 NF1153
 NF1153  NGVD 29 (01/19/93)  296.253  (m)          971.96   (f) ADJUSTED    1 2
 NF1153
 NF1153.Superseded values are not recommended for survey control.
 NF1153
 NF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1153.See file dsdata.pdf to determine how the superseded data were derived.
 NF1153
 NF1153_MARKER: I = METAL ROD
 NF1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1153_STAMPING: D 331 1985
 NF1153_MARK LOGO: NGS
 NF1153_PROJECTION: FLUSH
 NF1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1153+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1153_ROD/PIPE-DEPTH: 17.1 meters
 NF1153
 NF1153  HISTORY     - Date     Condition        Report By
 NF1153  HISTORY     - 1985     MONUMENTED       NGS
 NF1153  HISTORY     - 20051019 GOOD             ADVGEO
 NF1153
 NF1153                          STATION DESCRIPTION
 NF1153
 NF1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1153'0.6 KM (0.4 MI) WEST FROM JACKSON.
 NF1153'0.1 KM (0.05 MI) NORTH ALONG BENDER STREET FROM ITS JUNCTION WITH
 NF1153'MICHIGAN AVENUE IN JACKSON, THENCE 0.5 KM (0.3 MI) WEST ALONG ANN
 NF1153'ARBOR ROAD, 13.2 M (43.3 FT) NORTH OF THE CENTER OF THE ROAD, 3.9 M
 NF1153'(12.8 FT) SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, 1.0 M (3.3 FT) SOUTH
 NF1153'OF THE NORTH EDGE OF A CURB, AND 0.3 M (1.0 FT) WEST OF A UTILITY
 NF1153'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1153'THE MARK IS 1.3 METERS  W FROM  A WITNESS POST
 NF1153'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF1153
 NF1153                          STATION RECOVERY (2005)
 NF1153
 NF1153'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1153'MARK IS LOCATED BETWEEN THE EXIT OF 'MCDONALD'S' RESTAURANT AND
 NF1153'ENTRANCE OF 'WENDY'S' PARKING LOT, APPROXIMATELY 2 FT SOUTH OF WALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7985 ***********************************************************************
 AH7985  DESIGNATION -  D 332
 AH7985  PID         -  AH7985
 AH7985  STATE/COUNTY-  MI/JACKSON
 AH7985  COUNTRY     -  US
 AH7985  USGS QUAD   -  JACKSON NORTH (2017)
 AH7985
 AH7985                         *CURRENT SURVEY CONTROL
 AH7985  ______________________________________________________________________
 AH7985* NAD 83(1986) POSITION- 42 20 44.     (N) 084 24 54.     (W)   SCALED
 AH7985* NAVD 88 ORTHO HEIGHT -   285.482 (meters)      936.62  (feet) ADJUSTED
 AH7985  ______________________________________________________________________
 AH7985  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 AH7985  DYNAMIC HEIGHT  -        285.384 (meters)      936.30  (feet) COMP
 AH7985  MODELED GRAVITY -    980,271.4   (mgal)                       NAVD 88
 AH7985
 AH7985  VERT ORDER      -  FIRST     CLASS II
 AH7985
 AH7985.The horizontal coordinates were scaled from a map and have
 AH7985.an estimated accuracy of +/- 6 seconds.
 AH7985
 AH7985.The orthometric height was determined by differential leveling and
 AH7985.adjusted by the NATIONAL GEODETIC SURVEY
 AH7985.in January 2002.
 AH7985
 AH7985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7985.GEOID18 height accuracy estimate available here.
 AH7985
 AH7985.Click photographs - Photos may exist for this station.
 AH7985
 AH7985.The dynamic height is computed by dividing the NAVD 88
 AH7985.geopotential number by the normal gravity value computed on the
 AH7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7985.degrees latitude (g = 980.6199 gals.).
 AH7985
 AH7985.The modeled gravity was interpolated from observed gravity values.
 AH7985
 AH7985;                    North         East    Units  Estimated Accuracy
 AH7985;SPC MI S     -    93,920.    3,996,020.      MT  (+/- 180 meters Scaled)
 AH7985
 AH7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM129913(NAD 83)
 AH7985
 AH7985                          SUPERSEDED SURVEY CONTROL
 AH7985
 AH7985.No superseded survey control is available for this station.
 AH7985
 AH7985_MARKER: F = FLANGE-ENCASED ROD
 AH7985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7985_STAMPING: D 332 1992
 AH7985_MARK LOGO: NGS
 AH7985_PROJECTION: FLUSH
 AH7985_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7985+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7985_ROD/PIPE-DEPTH: 25.3 meters
 AH7985
 AH7985  HISTORY     - Date     Condition        Report By
 AH7985  HISTORY     - 1992     MONUMENTED       NGS
 AH7985  HISTORY     - 20000616 GOOD             NGS
 AH7985
 AH7985                          STATION DESCRIPTION
 AH7985
 AH7985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7985'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7985'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 8.2 KM (5.10 MI)
 AH7985'NORTHERLY ALONG LANCING AVENUE, 13.9 M (45.6 FT) WEST OF THE AVENUE
 AH7985'CENTERLINE, 11.2 M (36.7 FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE
 AH7985'TO THE JONES CEMETERY, 1.2 M (3.9 FT) WEST OF A FENCE CORNER, 0.5 M
 AH7985'(1.6 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH7985'AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7985
 AH7985                          STATION RECOVERY (2000)
 AH7985
 AH7985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7945 ***********************************************************************
 AH7945  DESIGNATION -  D 333
 AH7945  PID         -  AH7945
 AH7945  STATE/COUNTY-  MI/IONIA
 AH7945  COUNTRY     -  US
 AH7945  USGS QUAD   -  PORTLAND SOUTH (2017)
 AH7945
 AH7945                         *CURRENT SURVEY CONTROL
 AH7945  ______________________________________________________________________
 AH7945* NAD 83(1986) POSITION- 42 52 04.     (N) 084 53 37.     (W)   SCALED
 AH7945* NAVD 88 ORTHO HEIGHT -   222.544 (meters)      730.13  (feet) ADJUSTED
 AH7945  ______________________________________________________________________
 AH7945  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 AH7945  DYNAMIC HEIGHT  -        222.482 (meters)      729.93  (feet) COMP
 AH7945  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 AH7945
 AH7945  VERT ORDER      -  FIRST     CLASS II
 AH7945
 AH7945.The horizontal coordinates were scaled from a map and have
 AH7945.an estimated accuracy of +/- 6 seconds.
 AH7945
 AH7945.The orthometric height was determined by differential leveling and
 AH7945.adjusted by the NATIONAL GEODETIC SURVEY
 AH7945.in January 2002.
 AH7945
 AH7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7945.GEOID18 height accuracy estimate available here.
 AH7945
 AH7945.Click photographs - Photos may exist for this station.
 AH7945
 AH7945.The dynamic height is computed by dividing the NAVD 88
 AH7945.geopotential number by the normal gravity value computed on the
 AH7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7945.degrees latitude (g = 980.6199 gals.).
 AH7945
 AH7945.The modeled gravity was interpolated from observed gravity values.
 AH7945
 AH7945;                    North         East    Units  Estimated Accuracy
 AH7945;SPC MI S     -   152,060.    3,956,950.      MT  (+/- 180 meters Scaled)
 AH7945
 AH7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN720482(NAD 83)
 AH7945
 AH7945                          SUPERSEDED SURVEY CONTROL
 AH7945
 AH7945.No superseded survey control is available for this station.
 AH7945
 AH7945_MARKER: F = FLANGE-ENCASED ROD
 AH7945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7945_STAMPING: D 333 1992
 AH7945_MARK LOGO: NGS
 AH7945_PROJECTION: PROJECTING 2 CENTIMETERS
 AH7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7945+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 AH7945_ROD/PIPE-DEPTH: 10.4 meters
 AH7945
 AH7945  HISTORY     - Date     Condition        Report By
 AH7945  HISTORY     - 1992     MONUMENTED       NGS
 AH7945  HISTORY     - 19990408 GOOD             NGS
 AH7945  HISTORY     - 20111101 GOOD             GOUFRA
 AH7945  HISTORY     - 20250516 GOOD             MIDT
 AH7945
 AH7945                          STATION DESCRIPTION
 AH7945
 AH7945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7945'IN PORTLAND, AT THE INTERSECTION OF EAST GRAND RIVER AVENUE AND EAST
 AH7945'STREET, 10.9 M (35.8 FT) NORTHEAST OF THE AVENUE CENTERLINE, 9.7 M
 AH7945'(31.8 FT) SOUTHEAST OF THE SOUTH ENTRANCE TO THE POLICE AND FIRE
 AH7945'STATION, 9.6 M (31.5 FT) EAST OF THE EXTENDED CENTER OF THE STREET,
 AH7945'2.8 M (9.2 FT) EAST OF THE CENTER OF A MANHOLE COVER, 0.7 M (2.3 FT)
 AH7945'EAST-NORTHEAST OF THE NORTHWEST END OF A CHAIN-LINK FENCE, 0.4 M (1.3
 AH7945'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AH7945'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7945'5-INCH LOGO CAP.
 AH7945
 AH7945                          STATION RECOVERY (1999)
 AH7945
 AH7945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7945'RECOVERED AS DESCRIBED.
 AH7945
 AH7945                          STATION RECOVERY (2011)
 AH7945
 AH7945'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 AH7945'RECOVERED AS DESCRIBED.
 AH7945
 AH7945                          STATION RECOVERY (2025)
 AH7945
 AH7945'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH7945'FOUND AS DESCRIBED.  REBAR IS STICKING OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0488 ***********************************************************************
 NG0488  DESIGNATION -  D 334
 NG0488  PID         -  NG0488
 NG0488  STATE/COUNTY-  MI/VAN BUREN
 NG0488  COUNTRY     -  US
 NG0488  USGS QUAD   -  BANGOR (2017)
 NG0488
 NG0488                         *CURRENT SURVEY CONTROL
 NG0488  ______________________________________________________________________
 NG0488* NAD 83(1986) POSITION- 42 18 45.39   (N) 086 06 34.37   (W)   HD_HELD1
 NG0488* NAVD 88 ORTHO HEIGHT -   199.799 (meters)      655.51  (feet) ADJUSTED
 NG0488  ______________________________________________________________________
 NG0488  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 NG0488  DYNAMIC HEIGHT  -        199.740 (meters)      655.31  (feet) COMP
 NG0488  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 NG0488
 NG0488  VERT ORDER      -  FIRST     CLASS II
 NG0488
 NG0488.The horizontal coordinates were determined by differentially corrected
 NG0488.hand held GPS observations or other comparable positioning techniques
 NG0488.and have an estimated accuracy of +/- 3 meters.
 NG0488
 NG0488.The orthometric height was determined by differential leveling and
 NG0488.adjusted by the NATIONAL GEODETIC SURVEY
 NG0488.in June 1991.
 NG0488
 NG0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0488.GEOID18 height accuracy estimate available here.
 NG0488
 NG0488.Click photographs - Photos may exist for this station.
 NG0488
 NG0488.The dynamic height is computed by dividing the NAVD 88
 NG0488.geopotential number by the normal gravity value computed on the
 NG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0488.degrees latitude (g = 980.6199 gals.).
 NG0488
 NG0488.The modeled gravity was interpolated from observed gravity values.
 NG0488
 NG0488;                    North         East    Units  Estimated Accuracy
 NG0488;SPC MI S     -    91,750.1   3,856,326.4     MT  (+/- 3 meters HH1 GPS) 
 NG0488
 NG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7338384869(NAD 83)
 NG0488
 NG0488                          SUPERSEDED SURVEY CONTROL
 NG0488
 NG0488  NGVD 29 (01/19/93)  199.928  (m)          655.93   (f) ADJUSTED    1 2
 NG0488
 NG0488.Superseded values are not recommended for survey control.
 NG0488
 NG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0488.See file dsdata.pdf to determine how the superseded data were derived.
 NG0488
 NG0488_MARKER: F = FLANGE-ENCASED ROD
 NG0488_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0488_STAMPING: D 334 1985
 NG0488_MARK LOGO: NGS
 NG0488_PROJECTION: RECESSED 2 CENTIMETERS
 NG0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0488+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 NG0488_ROD/PIPE-DEPTH: 14.6 meters
 NG0488_SLEEVE-DEPTH  : 6.1 meters
 NG0488
 NG0488  HISTORY     - Date     Condition        Report By
 NG0488  HISTORY     - 1985     MONUMENTED       NGS
 NG0488  HISTORY     - 20000803 GOOD             MI-159
 NG0488  HISTORY     - 20031209 GOOD             INDIV
 NG0488  HISTORY     - 20080426 GOOD             JCLS
 NG0488  HISTORY     - 20200626 GOOD             MIDT
 NG0488
 NG0488                          STATION DESCRIPTION
 NG0488
 NG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0488'IN BANGOR.
 NG0488'IN BANGOR, AT THE INTERSECTION OF CENTER AND MONROE STREETS, NEAR THE
 NG0488'SOUTHWEST CORNER OF A SMALL PARK, 43.7 M (143.4 FT) WEST OF THE CENTER
 NG0488'OF CENTER STREET, 12.7 M (41.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 NG0488'MEMORIAL, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF MONROE STREET,
 NG0488'1.3 M (4.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.9 M (3.0 FT)
 NG0488'EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0488'5-INCH LOGO CAP.
 NG0488'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NG0488
 NG0488                          STATION RECOVERY (2000)
 NG0488
 NG0488'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0488'OK FOR GPS.
 NG0488'WITNESS STREET LIGHT S 25 DEG W - 8.6 FT
 NG0488'WITMESS LIGHT POLE N 30 DEG W - 10.0 FT
 NG0488
 NG0488                          STATION RECOVERY (2003)
 NG0488
 NG0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (VJS)
 NG0488'RECOVERED IN GOOD CONDITION.
 NG0488
 NG0488                          STATION RECOVERY (2008)
 NG0488
 NG0488'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 NG0488'RECOVERED IN GOOD CONDITION.
 NG0488
 NG0488                          STATION RECOVERY (2020)
 NG0488
 NG0488'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NG0488'MISSING A CAP COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0464 ***********************************************************************
 NG0464  DESIGNATION -  D 335
 NG0464  PID         -  NG0464
 NG0464  STATE/COUNTY-  MI/BERRIEN
 NG0464  COUNTRY     -  US
 NG0464  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0464
 NG0464                         *CURRENT SURVEY CONTROL
 NG0464  ______________________________________________________________________
 NG0464* NAD 83(1986) POSITION- 42 07 34.     (N) 086 25 08.     (W)   SCALED
 NG0464* NAVD 88 ORTHO HEIGHT -   195.702 (meters)      642.07  (feet) ADJUSTED
 NG0464  ______________________________________________________________________
 NG0464  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 NG0464  DYNAMIC HEIGHT  -        195.637 (meters)      641.85  (feet) COMP
 NG0464  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 NG0464
 NG0464  VERT ORDER      -  FIRST     CLASS II
 NG0464
 NG0464.The horizontal coordinates were scaled from a map and have
 NG0464.an estimated accuracy of +/- 6 seconds.
 NG0464
 NG0464.The orthometric height was determined by differential leveling and
 NG0464.adjusted by the NATIONAL GEODETIC SURVEY
 NG0464.in June 1991.
 NG0464
 NG0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0464.GEOID18 height accuracy estimate available here.
 NG0464
 NG0464.Click photographs - Photos may exist for this station.
 NG0464
 NG0464.The dynamic height is computed by dividing the NAVD 88
 NG0464.geopotential number by the normal gravity value computed on the
 NG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0464.degrees latitude (g = 980.6199 gals.).
 NG0464
 NG0464.The modeled gravity was interpolated from observed gravity values.
 NG0464
 NG0464;                    North         East    Units  Estimated Accuracy
 NG0464;SPC MI S     -    71,620.    3,830,330.      MT  (+/- 180 meters Scaled)
 NG0464
 NG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM480639(NAD 83)
 NG0464
 NG0464                          SUPERSEDED SURVEY CONTROL
 NG0464
 NG0464  NGVD 29 (01/19/93)  195.856  (m)          642.57   (f) ADJUSTED    1 2
 NG0464
 NG0464.Superseded values are not recommended for survey control.
 NG0464
 NG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0464.See file dsdata.pdf to determine how the superseded data were derived.
 NG0464
 NG0464_MARKER: I = METAL ROD
 NG0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0464_STAMPING: D 335 1985
 NG0464_MARK LOGO: NGS
 NG0464_PROJECTION: FLUSH
 NG0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0464_ROD/PIPE-DEPTH: 15.8 meters
 NG0464
 NG0464  HISTORY     - Date     Condition        Report By
 NG0464  HISTORY     - 1985     MONUMENTED       NGS
 NG0464
 NG0464                          STATION DESCRIPTION
 NG0464
 NG0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0464'5.8 KM (3.6 MI) EAST FROM ST JOSEPH.
 NG0464'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0464'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG FAIR
 NG0464'STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD, THENCE
 NG0464'0.7 KM (0.45 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, 13.3 M (43.6
 NG0464'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT)
 NG0464'SOUTHWEST OF THE CENTERLINE OF CRYSTAL STREET, AND 0.8 M (2.6 FT)
 NG0464'SOUTHWEST OF A UTILITY WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM
 NG0464'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0464'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NG0464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1194 ***********************************************************************
 NF1194  DESIGNATION -  D 336
 NF1194  PID         -  NF1194
 NF1194  STATE/COUNTY-  MI/CALHOUN
 NF1194  COUNTRY     -  US
 NF1194  USGS QUAD   -  BATTLE CREEK (2017)
 NF1194
 NF1194                         *CURRENT SURVEY CONTROL
 NF1194  ______________________________________________________________________
 NF1194* NAD 83(2011) POSITION- 42 18 47.73934(N) 085 10 07.78191(W)   ADJUSTED
 NF1194* NAD 83(2011) ELLIP HT-   220.546 (meters)        (06/27/12)   ADJUSTED
 NF1194* NAD 83(2011) EPOCH   -  2010.00
 NF1194* NAVD 88 ORTHO HEIGHT -   253.987 (meters)      833.29  (feet) ADJUSTED
 NF1194  ______________________________________________________________________
 NF1194  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 NF1194  NAD 83(2011) X  -    397,839.017 (meters)                     COMP
 NF1194  NAD 83(2011) Y  - -4,707,025.691 (meters)                     COMP
 NF1194  NAD 83(2011) Z  -  4,271,546.899 (meters)                     COMP
 NF1194  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 NF1194  DYNAMIC HEIGHT  -        253.907 (meters)      833.03  (feet) COMP
 NF1194  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 NF1194
 NF1194  VERT ORDER      -  FIRST     CLASS II
 NF1194
 NF1194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1194  Standards:
 NF1194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1194  -------------------------------------------------------------------
 NF1194  NETWORK    0.96   2.23           0.43   0.35   1.14      0.08279960
 NF1194  -------------------------------------------------------------------
 NF1194  Click here for local accuracies and other accuracy information.
 NF1194
 NF1194.The horizontal coordinates were established by GPS observations
 NF1194.and adjusted by the National Geodetic Survey in June 2012.
 NF1194
 NF1194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1194.been affixed to the stable North American tectonic plate. See 
 NF1194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1194
 NF1194.The horizontal coordinates are valid at the epoch date displayed above
 NF1194.which is a decimal equivalence of Year/Month/Day.
 NF1194
 NF1194.The orthometric height was determined by differential leveling and
 NF1194.adjusted by the NATIONAL GEODETIC SURVEY
 NF1194.in June 1991.
 NF1194
 NF1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1194.GEOID18 height accuracy estimate available here.
 NF1194
 NF1194.Click photographs - Photos may exist for this station.
 NF1194
 NF1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1194
 NF1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1194
 NF1194.The ellipsoidal height was determined by GPS observations
 NF1194.and is referenced to NAD 83.
 NF1194
 NF1194.The dynamic height is computed by dividing the NAVD 88
 NF1194.geopotential number by the normal gravity value computed on the
 NF1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1194.degrees latitude (g = 980.6199 gals.).
 NF1194
 NF1194.The modeled gravity was interpolated from observed gravity values.
 NF1194
 NF1194. The following values were computed from the NAD 83(2011) position.
 NF1194
 NF1194;                    North         East     Units Scale Factor Converg.
 NF1194;SPC MI S     -    90,650.503 3,933,871.144   MT  0.99995633   -0 32 45.2
 NF1194;SPC MI S     -   297,409.79 12,906,401.39   iFT  0.99995633   -0 32 45.2
 NF1194;UTM  16      - 4,686,181.876   650,909.657   MT  0.99988021   +1 13 58.6
 NF1194
 NF1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1194!SPC MI S     -   0.99996541  x   0.99995633  =   0.99992174
 NF1194!UTM  16      -   0.99996541  x   0.99988021  =   0.99984563
 NF1194
 NF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5090986181(NAD 83)
 NF1194
 NF1194                          SUPERSEDED SURVEY CONTROL
 NF1194
 NF1194  NAD 83(2007)-  42 18 47.73949(N)    085 10 07.78278(W) AD(2002.00) 0
 NF1194  ELLIP H (02/10/07)  220.558  (m)                       GP(2002.00)    
 NF1194  ELLIP H (07/17/02)  220.571  (m)                       GP(       ) 4 1
 NF1194  NAD 83(1994)-  42 18 47.73955(N)    085 10 07.78326(W) AD(       ) 1
 NF1194  ELLIP H (02/03/97)  220.579  (m)                       GP(       ) 4 1
 NF1194  NAD 83(1986)-  42 18 47.73958(N)    085 10 07.79750(W) AD(       ) 1
 NF1194  NGVD 29             254.12   (m)          833.7    (f) LEVELING    3  
 NF1194  NGVD 29 (01/19/93)  254.121  (m)          833.73   (f) ADJUSTED    1 2
 NF1194
 NF1194.Superseded values are not recommended for survey control.
 NF1194
 NF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1194.See file dsdata.pdf to determine how the superseded data were derived.
 NF1194
 NF1194_MARKER: I = METAL ROD
 NF1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1194_STAMPING: D 336 1985
 NF1194_MARK LOGO: NGS
 NF1194_PROJECTION: RECESSED 1 CENTIMETERS
 NF1194_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1194+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 NF1194_ROD/PIPE-DEPTH: 10.4 meters
 NF1194
 NF1194  HISTORY     - Date     Condition        Report By
 NF1194  HISTORY     - 1985     MONUMENTED       NGS
 NF1194  HISTORY     - 19920708 GOOD             HOLDEN
 NF1194  HISTORY     - 19940317 GOOD             MIDT
 NF1194  HISTORY     - 20010412 GOOD             ASMINC
 NF1194  HISTORY     - 20011128 GOOD             NGS
 NF1194  HISTORY     - 20060218 GOOD             INDIV
 NF1194  HISTORY     - 20150310 MARK NOT FOUND   ADVGEO
 NF1194  HISTORY     - 20160522 MARK NOT FOUND   MIDT
 NF1194
 NF1194                          STATION DESCRIPTION
 NF1194
 NF1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1194'IN BATTLE CREEK.
 NF1194'THE MARK IS 0.3 M ABOVE THE AVENUE.
 NF1194'IN BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE AND UNION
 NF1194'STREET, 10.6 M (34.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST
 NF1194'BOUND LANES OF THE AVENUE, 7.1 M (23.3 FT) SOUTHEAST OF THE CENTERLINE
 NF1194'OF THE NORTHEAST BOUND LANES OF THE STREET, 4.4 M (14.4 FT)
 NF1194'NORTH-NORTHWEST OF A FENCE CORNER, 3.1 M (10.2 FT) NORTHWEST OF A
 NF1194'FENCE, AND 3.0 M (9.8 FT) SOUTH OF A FIRE HYDRANT. NOTE--ACCESS TO
 NF1194'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1194
 NF1194                          STATION RECOVERY (1992)
 NF1194
 NF1194'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1194'STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF THE I-94
 NF1194'INTERCHANGE WITH BEADLE LAKE ROAD, 3 MILES NORTH NORTHEAST OF THE
 NF1194'I-94 INTERCHANGE WITH M-66, IN THE CITY OF BATTLE CREEK, NEAR THE
 NF1194'EAST CITY LIMITS ON MICHIGAN AVENUE AT UNION STREET.  IT CAN BE
 NF1194'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN SECTION 7,
 NF1194'T2S,R7W, EMMETT TOWNSHIP.
 NF1194'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTHERLY ON M-66 FOR
 NF1194'3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE, TURN RIGHT AND GO EASTERLY
 NF1194'ON MICHIGAN AVENUE FOR 0.5 MI (0.8 KM) TO UNION STREET AND THE
 NF1194'STATION IN THE NORTHEAST QUADRANT.
 NF1194'STATION IS 4.0 FT (1.2 M) NORTHEAST FROM A POWER POLE, 10.0 FT
 NF1194'(3.0 M) SOUTHEAST FROM A CATCH BASIN AT THE EAST CURB OF UNION
 NF1194'STREET, 10.2 FT (3.1 M) FROM THE CHAIN LINK FENCE, 14.4 FT (4.4 M)
 NF1194'NORTH NORTHWEST FROM A FENCE CORNER 23.3 FT (7.1 M) SOUTHEAST FROM THE
 NF1194'CONTER OF THE NE BOUND LANES OF UNION STREET, 31.5 FT (9.6 M) SOUTH
 NF1194'SOUTHWEST FROM A MAPLE TREE, 34.8 FT (10.6 M) NORTH NORTHEAST OF THE
 NF1194'CENTER OF THE WEST BOUND LANES OF MICHIGAN AVENUE.
 NF1194
 NF1194                          STATION RECOVERY (1994)
 NF1194
 NF1194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 NF1194'RECOVERED AS DESCRIBED.
 NF1194
 NF1194                          STATION RECOVERY (2001)
 NF1194
 NF1194'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF1194'RECOVERED IN GOOD CONDITION.
 NF1194
 NF1194                          STATION RECOVERY (2001)
 NF1194
 NF1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1194'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1194
 NF1194                          STATION RECOVERY (2006)
 NF1194
 NF1194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NF1194'RECOVERED IN GOOD CONDITION.
 NF1194
 NF1194                          STATION RECOVERY (2015)
 NF1194
 NF1194'RECOVERY NOTE BY ADVANCED GEOMATICS 2015 (IJK)
 NF1194'LOCATION FALLS IN NEW PAVEMENT NE QUADRANT OF UNION AND MICHIGAN MAY
 NF1194'HAVE BEEN OBLITERATED
 NF1194
 NF1194                          STATION RECOVERY (2016)
 NF1194
 NF1194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1029 ***********************************************************************
 NE1029  DESIGNATION -  D 337
 NE1029  PID         -  NE1029
 NE1029  STATE/COUNTY-  MI/WASHTENAW
 NE1029  COUNTRY     -  US
 NE1029  USGS QUAD   -  YPSILANTI EAST (2017)
 NE1029
 NE1029                         *CURRENT SURVEY CONTROL
 NE1029  ______________________________________________________________________
 NE1029* NAD 83(1986) POSITION- 42 13 30.21   (N) 083 33 08.32   (W)   HD_HELD1
 NE1029* NAVD 88 ORTHO HEIGHT -   216.492 (meters)      710.27  (feet) ADJUSTED
 NE1029  ______________________________________________________________________
 NE1029  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 NE1029  DYNAMIC HEIGHT  -        216.424 (meters)      710.05  (feet) COMP
 NE1029  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 NE1029
 NE1029  VERT ORDER      -  FIRST     CLASS II
 NE1029
 NE1029.The horizontal coordinates were determined by differentially corrected
 NE1029.hand held GPS observations or other comparable positioning techniques
 NE1029.and have an estimated accuracy of +/- 3 meters.
 NE1029
 NE1029.The orthometric height was determined by differential leveling and
 NE1029.adjusted by the NATIONAL GEODETIC SURVEY
 NE1029.in June 1991.
 NE1029
 NE1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1029.GEOID18 height accuracy estimate available here.
 NE1029
 NE1029.Click photographs - Photos may exist for this station.
 NE1029
 NE1029.The dynamic height is computed by dividing the NAVD 88
 NE1029.geopotential number by the normal gravity value computed on the
 NE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1029.degrees latitude (g = 980.6199 gals.).
 NE1029
 NE1029.The modeled gravity was interpolated from observed gravity values.
 NE1029
 NE1029;                    North         East    Units  Estimated Accuracy
 NE1029;SPC MI S     -    80,863.5   4,067,228.8     MT  (+/- 3 meters HH1 GPS) 
 NE1029
 NE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8936377918(NAD 83)
 NE1029
 NE1029                          SUPERSEDED SURVEY CONTROL
 NE1029
 NE1029  NGVD 29 (01/19/93)  216.622  (m)          710.70   (f) ADJUSTED    1 2
 NE1029
 NE1029.Superseded values are not recommended for survey control.
 NE1029
 NE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1029.See file dsdata.pdf to determine how the superseded data were derived.
 NE1029
 NE1029_MARKER: F = FLANGE-ENCASED ROD
 NE1029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1029_STAMPING: D 337 1985
 NE1029_MARK LOGO: NGS
 NE1029_PROJECTION: RECESSED 1 CENTIMETERS
 NE1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1029+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2021
 NE1029_ROD/PIPE-DEPTH: 9.8 meters
 NE1029
 NE1029  HISTORY     - Date     Condition        Report By
 NE1029  HISTORY     - 1985     MONUMENTED       NGS
 NE1029  HISTORY     - 20070701 GOOD             INDIV
 NE1029  HISTORY     - 20090925 GOOD             JCLS
 NE1029  HISTORY     - 20140516 GOOD             FAMM
 NE1029  HISTORY     - 20161019 GOOD             INDIV
 NE1029  HISTORY     - 20200407 GOOD             MCA
 NE1029  HISTORY     - 20210715 GOOD             MI-161
 NE1029
 NE1029                          STATION DESCRIPTION
 NE1029
 NE1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1029'23.3 KM (14.5 MI) EAST FROM ANN ARBOR.
 NE1029'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1029'HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.6 MI) EASTERLY ALONG
 NE1029'INTERSTATE HIGHWAY 94, THENCE 0.3 KM (0.2 MI) NORTH ALONG RAWSONVILLE
 NE1029'ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG INTERSTATE HIGHWAY 94 SERVICE
 NE1029'ROAD, THENCE  0.6 KM (0.35 MI) NORTH ALONG MCGREGOR ROAD, 13.3 M
 NE1029'(43.6 FT) NORTH OF THE CENTER OF YUCA DRIVE, 10.9 M (35.8 FT) WEST OF
 NE1029'THE CENTER OF THE ROAD, 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A
 NE1029'MANHOLE COVER, AND 4.4 M (14.4 FT) SOUTH OF AN UNDERGROUND CABLE
 NE1029'JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NE1029'LOGO CAP.
 NE1029'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 NE1029
 NE1029                          STATION RECOVERY (2007)
 NE1029
 NE1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JIS)
 NE1029'YUCA RD IS NOW CALLED STATE RD (PRIVAT),
 NE1029'STATION IS 1.4 FEET SOUTH OF YPSILANTI MONUMENT
 NE1029
 NE1029                          STATION RECOVERY (2009)
 NE1029
 NE1029'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NE1029'RECOVERED IN GOOD CONDITION.
 NE1029
 NE1029                          STATION RECOVERY (2014)
 NE1029
 NE1029'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2014 (MRY)
 NE1029'RECOVERED IN GOOD CONDITION.
 NE1029
 NE1029                          STATION RECOVERY (2016)
 NE1029
 NE1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 NE1029'RECOVERED AS DESCRIBED
 NE1029
 NE1029                          STATION RECOVERY (2020)
 NE1029
 NE1029'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE1029'RECOVERED IN GOOD CONDITION.
 NE1029
 NE1029                          STATION RECOVERY (2021)
 NE1029
 NE1029'RECOVERY NOTE BY WASHTENAW COUNTY MICHIGAN 2021 (JM)
 NE1029'MARK RECOVERED IN GOOD CONDITION BY WASHTENAW COUNTY ROAD COMMISSION
 NE1029'AS PART OF THE GPS ON BENCHMARKS CAMPAIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1003 ***********************************************************************
 NE1003  DESIGNATION -  D 338
 NE1003  PID         -  NE1003
 NE1003  STATE/COUNTY-  MI/WAYNE
 NE1003  COUNTRY     -  US
 NE1003  USGS QUAD   -  DEARBORN (2017)
 NE1003
 NE1003                         *CURRENT SURVEY CONTROL
 NE1003  ______________________________________________________________________
 NE1003* NAD 83(1986) POSITION- 42 17 49.     (N) 083 07 29.     (W)   SCALED
 NE1003* NAVD 88 ORTHO HEIGHT -   179.029 (meters)      587.36  (feet) ADJUSTED
 NE1003  ______________________________________________________________________
 NE1003  GEOID HEIGHT    -        -34.534 (meters)                     GEOID18
 NE1003  DYNAMIC HEIGHT  -        178.975 (meters)      587.19  (feet) COMP
 NE1003  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 NE1003
 NE1003  VERT ORDER      -  FIRST     CLASS II
 NE1003
 NE1003.The horizontal coordinates were scaled from a map and have
 NE1003.an estimated accuracy of +/- 6 seconds.
 NE1003
 NE1003.The orthometric height was determined by differential leveling and
 NE1003.adjusted by the NATIONAL GEODETIC SURVEY
 NE1003.in June 1991.
 NE1003
 NE1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1003.GEOID18 height accuracy estimate available here.
 NE1003
 NE1003.Click photographs - Photos may exist for this station.
 NE1003
 NE1003.The dynamic height is computed by dividing the NAVD 88
 NE1003.geopotential number by the normal gravity value computed on the
 NE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1003.degrees latitude (g = 980.6199 gals.).
 NE1003
 NE1003.The modeled gravity was interpolated from observed gravity values.
 NE1003
 NE1003;                    North         East    Units  Estimated Accuracy
 NE1003;SPC MI S     -    89,280.    4,102,410.      MT  (+/- 180 meters Scaled)
 NE1003
 NE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG248849(NAD 83)
 NE1003
 NE1003                          SUPERSEDED SURVEY CONTROL
 NE1003
 NE1003  NGVD 29 (01/19/93)  179.196  (m)          587.91   (f) ADJUSTED    1 2
 NE1003
 NE1003.Superseded values are not recommended for survey control.
 NE1003
 NE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1003.See file dsdata.pdf to determine how the superseded data were derived.
 NE1003
 NE1003_MARKER: DV = VERTICAL CONTROL DISK
 NE1003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1003_SP_SET: PIER
 NE1003_STAMPING: D 338 1985
 NE1003_MARK LOGO: NGS
 NE1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1003+STABILITY: POSITION/ELEVATION WELL
 NE1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1003+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 NE1003
 NE1003  HISTORY     - Date     Condition        Report By
 NE1003  HISTORY     - 1985     MONUMENTED       NGS
 NE1003  HISTORY     - 20020511 GOOD             OHM
 NE1003  HISTORY     - 20140930 GOOD             INDIV
 NE1003  HISTORY     - 20150729 GOOD             INDIV
 NE1003
 NE1003                          STATION DESCRIPTION
 NE1003
 NE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1003'IN DETROIT.
 NE1003'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND FORT STREET,
 NE1003'SET VERTICALLY IN THE SOUHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 20
 NE1003'COLUMNS OF THE FIRST PIER SOUTHEAST OF FORT STREET OF THE HIGHWAY
 NE1003'OVERPASS OF THE STREET, 46.6 M (152.9 FT) SOUTHWEST OF THE CENTER OF
 NE1003'THE HIGHWAY, AND 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF THE
 NE1003'NORTHEAST BOUND LANES OF THE STREET.
 NE1003'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1003
 NE1003                          STATION RECOVERY (2002)
 NE1003
 NE1003'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1003'RECOVERED AS DESCRIBED
 NE1003
 NE1003                          STATION RECOVERY (2014)
 NE1003
 NE1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JK)
 NE1003'RECOVERED IN GOOD CONDITION.
 NE1003
 NE1003                          STATION RECOVERY (2015)
 NE1003
 NE1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1003'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0725 ***********************************************************************
 RJ0725  DESIGNATION -  D 339
 RJ0725  PID         -  RJ0725
 RJ0725  STATE/COUNTY-  MI/CHIPPEWA
 RJ0725  COUNTRY     -  US
 RJ0725  USGS QUAD   -  MUNUSCONG (2017)
 RJ0725
 RJ0725                         *CURRENT SURVEY CONTROL
 RJ0725  ______________________________________________________________________
 RJ0725* NAD 83(1986) POSITION- 46 09 32.     (N) 084 10 17.     (W)   SCALED
 RJ0725* NAVD 88 ORTHO HEIGHT -   183.981 (meters)      603.61  (feet) ADJUSTED
 RJ0725  ______________________________________________________________________
 RJ0725  GEOID HEIGHT    -        -36.453 (meters)                     GEOID18
 RJ0725  DYNAMIC HEIGHT  -        183.988 (meters)      603.63  (feet) COMP
 RJ0725  MODELED GRAVITY -    980,650.0   (mgal)                       NAVD 88
 RJ0725
 RJ0725  VERT ORDER      -  SECOND    CLASS I
 RJ0725
 RJ0725.The horizontal coordinates were scaled from a map and have
 RJ0725.an estimated accuracy of +/- 6 seconds.
 RJ0725
 RJ0725.The orthometric height was determined by differential leveling and
 RJ0725.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0725.in June 1991.
 RJ0725
 RJ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0725.GEOID18 height accuracy estimate available here.
 RJ0725
 RJ0725.Click photographs - Photos may exist for this station.
 RJ0725
 RJ0725.The dynamic height is computed by dividing the NAVD 88
 RJ0725.geopotential number by the normal gravity value computed on the
 RJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0725.degrees latitude (g = 980.6199 gals.).
 RJ0725
 RJ0725.The modeled gravity was interpolated from observed gravity values.
 RJ0725
 RJ0725;                    North         East    Units  Estimated Accuracy
 RJ0725;SPC MI N     -   156,780.    8,218,420.      MT  (+/- 180 meters Scaled)
 RJ0725
 RJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS183155(NAD 83)
 RJ0725
 RJ0725                          SUPERSEDED SURVEY CONTROL
 RJ0725
 RJ0725.No superseded survey control is available for this station.
 RJ0725
 RJ0725_MARKER: DB = BENCH MARK DISK
 RJ0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0725_STAMPING: D 339 1986
 RJ0725_MARK LOGO: NOS
 RJ0725_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0725_ROD/PIPE-DEPTH: 5.5 meters
 RJ0725
 RJ0725  HISTORY     - Date     Condition        Report By
 RJ0725  HISTORY     - 1986     MONUMENTED       NOS
 RJ0725  HISTORY     - 1986     GOOD             LOCSUR
 RJ0725
 RJ0725                          STATION DESCRIPTION
 RJ0725
 RJ0725'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0725'14.3 KM (8.9 MI) EAST FROM PICKFORD.
 RJ0725'14.3 KM (8.9 MI) EAST ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0725'PICKFORD, 5.2 M (17.1 FT) NORTH OF A 12-INCH CEDAR TREE WITNESS NAIL,
 RJ0725'5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 4.5 M (14.8
 RJ0725'FT) NORTH-NORTHEAST OF THE CENTER OF THE CULVERT.
 RJ0725
 RJ0725                          STATION RECOVERY (1986)
 RJ0725
 RJ0725'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (NOS)
 RJ0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5046 ***********************************************************************
 AA5046  DESIGNATION -  D 340
 AA5046  PID         -  AA5046
 AA5046  STATE/COUNTY-  MI/MASON
 AA5046  COUNTRY     -  US
 AA5046  USGS QUAD   -  CUSTER (2017)
 AA5046
 AA5046                         *CURRENT SURVEY CONTROL
 AA5046  ______________________________________________________________________
 AA5046* NAD 83(1986) POSITION- 43 57 14.     (N) 086 08 06.     (W)   SCALED
 AA5046* NAVD 88 ORTHO HEIGHT -   211.262 (meters)      693.12  (feet) ADJUSTED
 AA5046  ______________________________________________________________________
 AA5046  GEOID HEIGHT    -        -34.631 (meters)                     GEOID18
 AA5046  DYNAMIC HEIGHT  -        211.226 (meters)      693.00  (feet) COMP
 AA5046  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 AA5046
 AA5046  VERT ORDER      -  FIRST     CLASS II
 AA5046
 AA5046.The horizontal coordinates were scaled from a map and have
 AA5046.an estimated accuracy of +/- 6 seconds.
 AA5046
 AA5046.The orthometric height was determined by differential leveling and
 AA5046.adjusted by the NATIONAL GEODETIC SURVEY
 AA5046.in January 2002.
 AA5046
 AA5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5046.GEOID18 height accuracy estimate available here.
 AA5046
 AA5046.Click photographs - Photos may exist for this station.
 AA5046
 AA5046.The dynamic height is computed by dividing the NAVD 88
 AA5046.geopotential number by the normal gravity value computed on the
 AA5046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5046.degrees latitude (g = 980.6199 gals.).
 AA5046
 AA5046.The modeled gravity was interpolated from observed gravity values.
 AA5046
 AA5046;                    North         East    Units  Estimated Accuracy
 AA5046;SPC MI C     -    72,360.    5,858,060.      MT  (+/- 180 meters Scaled)
 AA5046
 AA5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP694671(NAD 83)
 AA5046
 AA5046                          SUPERSEDED SURVEY CONTROL
 AA5046
 AA5046.No superseded survey control is available for this station.
 AA5046
 AA5046_MARKER: I = METAL ROD
 AA5046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5046_STAMPING: D 340 1992
 AA5046_MARK LOGO: NGS
 AA5046_PROJECTION: FLUSH
 AA5046_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5046+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5046_ROD/PIPE-DEPTH: 12.2 meters
 AA5046
 AA5046  HISTORY     - Date     Condition        Report By
 AA5046  HISTORY     - 1992     MONUMENTED       NGS
 AA5046  HISTORY     - 20031010 GOOD             USPSQD
 AA5046
 AA5046                          STATION DESCRIPTION
 AA5046
 AA5046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5046'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5046'IN CUSTER, 18.5 M (60.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M
 AA5046'(26.9 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) BELOW THE
 AA5046'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AA5046'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5046
 AA5046                          STATION RECOVERY (2003)
 AA5046
 AA5046'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7868 ***********************************************************************
 AH7868  DESIGNATION -  D 341
 AH7868  PID         -  AH7868
 AH7868  STATE/COUNTY-  MI/OSCEOLA
 AH7868  COUNTRY     -  US
 AH7868  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7868
 AH7868                         *CURRENT SURVEY CONTROL
 AH7868  ______________________________________________________________________
 AH7868* NAD 83(1986) POSITION- 43 48 56.     (N) 085 30 09.     (W)   SCALED
 AH7868* NAVD 88 ORTHO HEIGHT -   300.192 (meters)      984.88  (feet) ADJUSTED
 AH7868  ______________________________________________________________________
 AH7868  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 AH7868  DYNAMIC HEIGHT  -        300.142 (meters)      984.72  (feet) COMP
 AH7868  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 AH7868
 AH7868  VERT ORDER      -  FIRST     CLASS II
 AH7868
 AH7868.The horizontal coordinates were scaled from a map and have
 AH7868.an estimated accuracy of +/- 6 seconds.
 AH7868
 AH7868.The orthometric height was determined by differential leveling and
 AH7868.adjusted by the NATIONAL GEODETIC SURVEY
 AH7868.in January 2002.
 AH7868
 AH7868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7868.GEOID18 height accuracy estimate available here.
 AH7868
 AH7868.Click photographs - Photos may exist for this station.
 AH7868
 AH7868.The dynamic height is computed by dividing the NAVD 88
 AH7868.geopotential number by the normal gravity value computed on the
 AH7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7868.degrees latitude (g = 980.6199 gals.).
 AH7868
 AH7868.The modeled gravity was interpolated from observed gravity values.
 AH7868
 AH7868;                    North         East    Units  Estimated Accuracy
 AH7868;SPC MI C     -    56,080.    5,908,610.      MT  (+/- 180 meters Scaled)
 AH7868
 AH7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204524(NAD 83)
 AH7868
 AH7868                          SUPERSEDED SURVEY CONTROL
 AH7868
 AH7868.No superseded survey control is available for this station.
 AH7868
 AH7868_MARKER: I = METAL ROD
 AH7868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7868_STAMPING: D 341 1992
 AH7868_MARK LOGO: NGS
 AH7868_PROJECTION: FLUSH
 AH7868_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7868+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AH7868_ROD/PIPE-DEPTH: 22.9 meters
 AH7868
 AH7868  HISTORY     - Date     Condition        Report By
 AH7868  HISTORY     - 1992     MONUMENTED       NGS
 AH7868  HISTORY     - 20051024 GOOD             USPSQD
 AH7868
 AH7868                          STATION DESCRIPTION
 AH7868
 AH7868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7868'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7868'IN REED CITY, THENCE 6.9 KM (4.30 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7868'131 BUSINESS, 23.8 M (78.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 AH7868'CENTERLINE, 10.0 M (32.8 FT) NORTH OF THE CENTER OF MCLEOLA ROAD, AND
 AH7868'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AH7868'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7868
 AH7868                          STATION RECOVERY (2005)
 AH7868
 AH7868'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AH7868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7891 ***********************************************************************
 AH7891  DESIGNATION -  D 342
 AH7891  PID         -  AH7891
 AH7891  STATE/COUNTY-  MI/MECOSTA
 AH7891  COUNTRY     -  US
 AH7891  USGS QUAD   -  MECOSTA (2017)
 AH7891
 AH7891                         *CURRENT SURVEY CONTROL
 AH7891  ______________________________________________________________________
 AH7891* NAD 83(1986) POSITION- 43 35 40.     (N) 085 11 06.     (W)   SCALED
 AH7891* NAVD 88 ORTHO HEIGHT -   315.463 (meters)     1034.98  (feet) ADJUSTED
 AH7891  ______________________________________________________________________
 AH7891  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 AH7891  DYNAMIC HEIGHT  -        315.405 (meters)     1034.79  (feet) COMP
 AH7891  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 AH7891
 AH7891  VERT ORDER      -  FIRST     CLASS II
 AH7891
 AH7891.The horizontal coordinates were scaled from a map and have
 AH7891.an estimated accuracy of +/- 6 seconds.
 AH7891
 AH7891.The orthometric height was determined by differential leveling and
 AH7891.adjusted by the NATIONAL GEODETIC SURVEY
 AH7891.in January 2002.
 AH7891
 AH7891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7891.GEOID18 height accuracy estimate available here.
 AH7891
 AH7891.Click photographs - Photos may exist for this station.
 AH7891
 AH7891.The dynamic height is computed by dividing the NAVD 88
 AH7891.geopotential number by the normal gravity value computed on the
 AH7891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7891.degrees latitude (g = 980.6199 gals.).
 AH7891
 AH7891.The modeled gravity was interpolated from observed gravity values.
 AH7891
 AH7891;                    North         East    Units  Estimated Accuracy
 AH7891;SPC MI S     -   232,980.    3,933,920.      MT  (+/- 180 meters Scaled)
 AH7891
 AH7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP465284(NAD 83)
 AH7891
 AH7891                          SUPERSEDED SURVEY CONTROL
 AH7891
 AH7891.No superseded survey control is available for this station.
 AH7891
 AH7891_MARKER: I = METAL ROD
 AH7891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7891_STAMPING: D 342 1992
 AH7891_MARK LOGO: NGS
 AH7891_PROJECTION: FLUSH
 AH7891_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7891+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 AH7891_ROD/PIPE-DEPTH: 4.4 meters
 AH7891
 AH7891  HISTORY     - Date     Condition        Report By
 AH7891  HISTORY     - 1992     MONUMENTED       NGS
 AH7891  HISTORY     - 20061106 GOOD             INDIV
 AH7891  HISTORY     - 20061115 GOOD             INDIV
 AH7891  HISTORY     - 20230613 MARK NOT FOUND   MIDT
 AH7891
 AH7891                          STATION DESCRIPTION
 AH7891
 AH7891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7891'2.9 KM (1.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7891'IN REMUS, 159.5 M (523.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.6 M
 AH7891'(41.3 FT) WEST OF THE CENTER OF 50TH AVENUE, 7.7 M (25.3 FT) EAST OF
 AH7891'THE SOUTHEAST CORNER OF THE MILLER HEADSTONE, 1.4 M (4.6 FT) NORTH OF
 AH7891'THE CENTER OF THE NORTH ENTRANCE INTO THE ST.  MICNAEL CEMETERY, AND
 AH7891'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE
 AH7891'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7891
 AH7891                          STATION RECOVERY (2006)
 AH7891
 AH7891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLW)
 AH7891'RECOVERED IN GOOD CONDITION.
 AH7891
 AH7891                          STATION RECOVERY (2006)
 AH7891
 AH7891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HEI)
 AH7891'RECOVERED IN GOOD CONDITION.
 AH7891
 AH7891                          STATION RECOVERY (2023)
 AH7891
 AH7891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 AH7891'COULD BE COVERED BY NEW ASPHALT ON NORTHERN DRIVEWAY INTO CEMETERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7912 ***********************************************************************
 AH7912  DESIGNATION -  D 343
 AH7912  PID         -  AH7912
 AH7912  STATE/COUNTY-  MI/MONTCALM
 AH7912  COUNTRY     -  US
 AH7912  USGS QUAD   -  STANTON (2017)
 AH7912
 AH7912                         *CURRENT SURVEY CONTROL
 AH7912  ______________________________________________________________________
 AH7912* NAD 83(1986) POSITION- 43 18 25.6    (N) 085 03 52.5    (W)   HD_HELD2
 AH7912* NAVD 88 ORTHO HEIGHT -   286.799 (meters)      940.94  (feet) ADJUSTED
 AH7912  ______________________________________________________________________
 AH7912  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 AH7912  DYNAMIC HEIGHT  -        286.744 (meters)      940.76  (feet) COMP
 AH7912  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 AH7912
 AH7912  VERT ORDER      -  FIRST     CLASS II
 AH7912
 AH7912.The horizontal coordinates were established by autonomous hand held GPS
 AH7912.observations and have an estimated accuracy of +/- 10 meters.
 AH7912
 AH7912.The orthometric height was determined by differential leveling and
 AH7912.adjusted by the NATIONAL GEODETIC SURVEY
 AH7912.in January 2002.
 AH7912
 AH7912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7912.GEOID18 height accuracy estimate available here.
 AH7912
 AH7912.Click photographs - Photos may exist for this station.
 AH7912
 AH7912.The dynamic height is computed by dividing the NAVD 88
 AH7912.geopotential number by the normal gravity value computed on the
 AH7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7912.degrees latitude (g = 980.6199 gals.).
 AH7912
 AH7912.The modeled gravity was interpolated from observed gravity values.
 AH7912
 AH7912;                    North         East    Units  Estimated Accuracy
 AH7912;SPC MI S     -   200,967.    3,943,380.      MT  (+/- 10 meters HH2 GPS)
 AH7912
 AH7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5696696738(NAD 83)
 AH7912
 AH7912                          SUPERSEDED SURVEY CONTROL
 AH7912
 AH7912.No superseded survey control is available for this station.
 AH7912
 AH7912_MARKER: F = FLANGE-ENCASED ROD
 AH7912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7912_STAMPING: D 343 1992
 AH7912_MARK LOGO: NGS
 AH7912_PROJECTION: FLUSH
 AH7912_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7912+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 AH7912_ROD/PIPE-DEPTH: 6.6 meters
 AH7912_SLEEVE-DEPTH  : 0.9 meters
 AH7912
 AH7912  HISTORY     - Date     Condition        Report By
 AH7912  HISTORY     - 1992     MONUMENTED       NGS
 AH7912  HISTORY     - 20160614 GOOD             MIDT
 AH7912
 AH7912                          STATION DESCRIPTION
 AH7912
 AH7912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7912'1.2 KM (0.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7912'STANTON, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG PEOPLES ROAD, 16.4 M
 AH7912'(53.8 FT) WEST OF THE ROAD CENTER, 11.6 M (38.1 FT) NORTH OF THE
 AH7912'CENTER OF KLEES ROAD, 4.4 M (14.4 FT) NORTH OF A T-JUNCTION UTILITY
 AH7912'POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3
 AH7912'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AH7912'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AH7912'THE SPECIFICATIONS FOR A CLASS A MARK.
 AH7912
 AH7912                          STATION RECOVERY (2016)
 AH7912
 AH7912'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AH7912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8448 ***********************************************************************
 AH8448  DESIGNATION -  D 344
 AH8448  PID         -  AH8448
 AH8448  STATE/COUNTY-  MI/ST JOSEPH
 AH8448  COUNTRY     -  US
 AH8448  USGS QUAD   -  CONSTANTINE (2017)
 AH8448
 AH8448                         *CURRENT SURVEY CONTROL
 AH8448  ______________________________________________________________________
 AH8448* NAD 83(1986) POSITION- 41 51 41.51   (N) 085 39 46.77   (W)   HD_HELD1
 AH8448* NAVD 88 ORTHO HEIGHT -   242.762 (meters)      796.46  (feet) ADJUSTED
 AH8448  ______________________________________________________________________
 AH8448  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 AH8448  DYNAMIC HEIGHT  -        242.676 (meters)      796.18  (feet) COMP
 AH8448  MODELED GRAVITY -    980,265.3   (mgal)                       NAVD 88
 AH8448
 AH8448  VERT ORDER      -  FIRST     CLASS II
 AH8448
 AH8448.The horizontal coordinates were determined by differentially corrected
 AH8448.hand held GPS observations or other comparable positioning techniques
 AH8448.and have an estimated accuracy of +/- 3 meters.
 AH8448
 AH8448.The orthometric height was determined by differential leveling and
 AH8448.adjusted by the NATIONAL GEODETIC SURVEY
 AH8448.in March 2005.
 AH8448
 AH8448.No vertical observational check was made to the station.
 AH8448
 AH8448.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8448.GEOID18 height accuracy estimate available here.
 AH8448
 AH8448.Click photographs - Photos may exist for this station.
 AH8448
 AH8448.The dynamic height is computed by dividing the NAVD 88
 AH8448.geopotential number by the normal gravity value computed on the
 AH8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8448.degrees latitude (g = 980.6199 gals.).
 AH8448
 AH8448.The modeled gravity was interpolated from observed gravity values.
 AH8448
 AH8448;                    North         East    Units  Estimated Accuracy
 AH8448;SPC MI S     -    40,987.9   3,892,363.2     MT  (+/- 3 meters HH1 GPS) 
 AH8448
 AH8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1096835266(NAD 83)
 AH8448
 AH8448                          SUPERSEDED SURVEY CONTROL
 AH8448
 AH8448.No superseded survey control is available for this station.
 AH8448
 AH8448_MARKER: F = FLANGE-ENCASED ROD
 AH8448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8448_STAMPING: D 344 1992
 AH8448_MARK LOGO: NGS
 AH8448_PROJECTION: FLUSH
 AH8448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8448+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8448_ROD/PIPE-DEPTH: 11.6 meters
 AH8448
 AH8448  HISTORY     - Date     Condition        Report By
 AH8448  HISTORY     - 1992     MONUMENTED       NGS
 AH8448  HISTORY     - 20010529 GOOD             NGS
 AH8448
 AH8448                          STATION DESCRIPTION
 AH8448
 AH8448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8448'7.6 KM (4.70 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8448'U.S. HIGHWAY 12 AT WHITE PIGEON, 17.3 M (56.8 FT) EAST OF THE
 AH8448'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHEAST OF A GAS LINE
 AH8448'WARNING POST, 4.0 M (13.1 FT) NORTH OF A UTILITY POLE WITH 2 GUY
 AH8448'CABLES, 3.3 M (10.8 FT) SOUTH OF AN EXTENDED LINE OF THE NORTH FACE OF
 AH8448'A LONE 2 STORY HOUSE, 2.9 M (9.5 FT) NORTHWEST OF AN UNDERGROUND CABLE
 AH8448'JUNCTION BOX, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AH8448'(1.3 FT) WEST OF A WITNESS POST.  NOTE-- ACCESS TO THE DATUM POINT IS
 AH8448'THROUGH A 5-INCH LOGO CAP.
 AH8448
 AH8448                          STATION RECOVERY (2001)
 AH8448
 AH8448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8448'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8428 ***********************************************************************
 AH8428  DESIGNATION -  D 345
 AH8428  PID         -  AH8428
 AH8428  STATE/COUNTY-  MI/KALAMAZOO
 AH8428  COUNTRY     -  US
 AH8428  USGS QUAD   -  SCHOOLCRAFT (2017)
 AH8428
 AH8428                         *CURRENT SURVEY CONTROL
 AH8428  ______________________________________________________________________
 AH8428* NAD 83(1986) POSITION- 42 06 57.     (N) 085 37 57.     (W)   SCALED
 AH8428* NAVD 88 ORTHO HEIGHT -   267.308 (meters)      876.99  (feet) ADJUSTED
 AH8428  ______________________________________________________________________
 AH8428  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 AH8428  DYNAMIC HEIGHT  -        267.220 (meters)      876.70  (feet) COMP
 AH8428  MODELED GRAVITY -    980,288.3   (mgal)                       NAVD 88
 AH8428
 AH8428  VERT ORDER      -  FIRST     CLASS II
 AH8428
 AH8428.The horizontal coordinates were scaled from a map and have
 AH8428.an estimated accuracy of +/- 6 seconds.
 AH8428
 AH8428.The orthometric height was determined by differential leveling and
 AH8428.adjusted by the NATIONAL GEODETIC SURVEY
 AH8428.in March 2005.
 AH8428
 AH8428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8428.GEOID18 height accuracy estimate available here.
 AH8428
 AH8428.Click photographs - Photos may exist for this station.
 AH8428
 AH8428.The dynamic height is computed by dividing the NAVD 88
 AH8428.geopotential number by the normal gravity value computed on the
 AH8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8428.degrees latitude (g = 980.6199 gals.).
 AH8428
 AH8428.The modeled gravity was interpolated from observed gravity values.
 AH8428
 AH8428;                    North         East    Units  Estimated Accuracy
 AH8428;SPC MI S     -    69,190.    3,895,320.      MT  (+/- 180 meters Scaled)
 AH8428
 AH8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM130635(NAD 83)
 AH8428
 AH8428                          SUPERSEDED SURVEY CONTROL
 AH8428
 AH8428.No superseded survey control is available for this station.
 AH8428
 AH8428_MARKER: F = FLANGE-ENCASED ROD
 AH8428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8428_STAMPING: D 345 1992
 AH8428_MARK LOGO: NGS
 AH8428_PROJECTION: FLUSH
 AH8428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8428+STABILITY: POSITION/ELEVATION WELL
 AH8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8428+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 AH8428_ROD/PIPE-DEPTH: 24.7 meters
 AH8428_SLEEVE-DEPTH  : 3.80 meters
 AH8428
 AH8428  HISTORY     - Date     Condition        Report By
 AH8428  HISTORY     - 1992     MONUMENTED       NGS
 AH8428  HISTORY     - 20010528 GOOD             NGS
 AH8428  HISTORY     - 20060613 GOOD             MIDT
 AH8428  HISTORY     - 20090924 GOOD             JCLS
 AH8428
 AH8428                          STATION DESCRIPTION
 AH8428
 AH8428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8428'IN SCHOOLCRAFT, AT 498 EAST CASS STREET, 19.5 M (64.0 FT) SOUTH OF THE
 AH8428'CENTER OF THE STREET, 10.8 M (35.4 FT) WEST OF THE NORTHWEST CORNER OF
 AH8428'THE WILLARD J ALDRICH PUMPING STATION AT 498 EAST CASS STREET, 2.7 M
 AH8428'(8.9 FT) WEST OF THE CENTER OF A CHAIN-LINK FENCE GATE AND DRIVEWAY
 AH8428'LEADING TO A SUPPLY YARD, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 AH8428'GATE POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY.
 AH8428'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INGH LOGO CAP.
 AH8428
 AH8428                          STATION RECOVERY (2001)
 AH8428
 AH8428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8428'RECOVERED AS DESCRIBED.
 AH8428
 AH8428                          STATION RECOVERY (2006)
 AH8428
 AH8428'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8428'RECOVERED AS DESCRIBED
 AH8428
 AH8428                          STATION RECOVERY (2009)
 AH8428
 AH8428'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 AH8428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8196 ***********************************************************************
 AB8196  DESIGNATION -  D 346
 AB8196  PID         -  AB8196
 AB8196  STATE/COUNTY-  MI/CHIPPEWA
 AB8196  COUNTRY     -  US
 AB8196  USGS QUAD   -  TIMBERLOST (2017)
 AB8196
 AB8196                         *CURRENT SURVEY CONTROL
 AB8196  ______________________________________________________________________
 AB8196* NAD 83(1986) POSITION- 46 35 42.     (N) 085 14 20.     (W)   SCALED
 AB8196* NAVD 88 ORTHO HEIGHT -   229.204 (meters)      751.98  (feet) ADJUSTED
 AB8196  ______________________________________________________________________
 AB8196  GEOID HEIGHT    -        -36.188 (meters)                     GEOID18
 AB8196  DYNAMIC HEIGHT  -        229.217 (meters)      752.02  (feet) COMP
 AB8196  MODELED GRAVITY -    980,667.2   (mgal)                       NAVD 88
 AB8196
 AB8196  VERT ORDER      -  SECOND    CLASS I
 AB8196
 AB8196.The horizontal coordinates were scaled from a map and have
 AB8196.an estimated accuracy of +/- 6 seconds.
 AB8196
 AB8196.The orthometric height was determined by differential leveling and
 AB8196.adjusted by the NATIONAL GEODETIC SURVEY
 AB8196.in July 2002.
 AB8196
 AB8196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8196.GEOID18 height accuracy estimate available here.
 AB8196
 AB8196.Click photographs - Photos may exist for this station.
 AB8196
 AB8196.The dynamic height is computed by dividing the NAVD 88
 AB8196.geopotential number by the normal gravity value computed on the
 AB8196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8196.degrees latitude (g = 980.6199 gals.).
 AB8196
 AB8196.The modeled gravity was interpolated from observed gravity values.
 AB8196
 AB8196;                    North         East    Units  Estimated Accuracy
 AB8196;SPC MI N     -   202,860.    8,134,930.      MT  (+/- 180 meters Scaled)
 AB8196
 AB8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS348616(NAD 83)
 AB8196
 AB8196                          SUPERSEDED SURVEY CONTROL
 AB8196
 AB8196.No superseded survey control is available for this station.
 AB8196
 AB8196_MARKER: I = METAL ROD
 AB8196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8196_STAMPING: D 346 1996
 AB8196_MARK LOGO: NGS
 AB8196_PROJECTION: FLUSH
 AB8196_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8196+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8196_ROD/PIPE-DEPTH: 30.6 meters
 AB8196
 AB8196  HISTORY     - Date     Condition        Report By
 AB8196  HISTORY     - 1996     MONUMENTED       NGS
 AB8196  HISTORY     - 20040825 GOOD             USPSQD
 AB8196  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 AB8196
 AB8196                          STATION DESCRIPTION
 AB8196
 AB8196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8196'20.0 KM (12.40 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8196'OF WHITEFISH ROAD IN PARADISE, AT THE CHIPPEWA-LUCE COUNTY LINE, 38.9
 AB8196'M (127.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) NORTH OF
 AB8196'A 16-INCH PINE TREE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AB8196'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AB8196'POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8196
 AB8196                          STATION RECOVERY (2004)
 AB8196
 AB8196'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8196'RECOVERED IN GOOD CONDITION.
 AB8196
 AB8196                          STATION RECOVERY (2005)
 AB8196
 AB8196'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8196'WITNESS POST IS IN GENERAL LOCATION.  AREA SHOWS SIGNS OF GRADING, SO
 AB8196'MARKER MAY BE BURIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6029 ***********************************************************************
 AC6029  DESIGNATION -  D 347
 AC6029  PID         -  AC6029
 AC6029  STATE/COUNTY-  MI/KEWEENAW
 AC6029  COUNTRY     -  US
 AC6029  USGS QUAD   -  EAGLE HARBOR (2017)
 AC6029
 AC6029                         *CURRENT SURVEY CONTROL
 AC6029  ______________________________________________________________________
 AC6029* NAD 83(1986) POSITION- 47 25 41.5    (N) 088 07 33.9    (W)   HD_HELD2
 AC6029* NAVD 88 ORTHO HEIGHT -   356.610 (meters)     1169.98  (feet) ADJUSTED
 AC6029  ______________________________________________________________________
 AC6029  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 AC6029  DYNAMIC HEIGHT  -        356.670 (meters)     1170.17  (feet) COMP
 AC6029  MODELED GRAVITY -    980,769.8   (mgal)                       NAVD 88
 AC6029
 AC6029  VERT ORDER      -  SECOND    CLASS I
 AC6029
 AC6029.The horizontal coordinates were established by autonomous hand held GPS
 AC6029.observations and have an estimated accuracy of +/- 10 meters.
 AC6029
 AC6029.The orthometric height was determined by differential leveling and
 AC6029.adjusted by the NATIONAL GEODETIC SURVEY
 AC6029.in March 1997.
 AC6029
 AC6029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6029.GEOID18 height accuracy estimate available here.
 AC6029
 AC6029.Click photographs - Photos may exist for this station.
 AC6029
 AC6029.The dynamic height is computed by dividing the NAVD 88
 AC6029.geopotential number by the normal gravity value computed on the
 AC6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6029.degrees latitude (g = 980.6199 gals.).
 AC6029
 AC6029.The modeled gravity was interpolated from observed gravity values.
 AC6029
 AC6029;                    North         East    Units  Estimated Accuracy
 AC6029;SPC MI N     -   294,588.    7,915,035.      MT  (+/- 10 meters HH2 GPS)
 AC6029
 AC6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1507553364(NAD 83)
 AC6029
 AC6029                          SUPERSEDED SURVEY CONTROL
 AC6029
 AC6029.No superseded survey control is available for this station.
 AC6029
 AC6029_MARKER: DV = VERTICAL CONTROL DISK
 AC6029_SETTING: 66 = SET IN ROCK OUTCROP
 AC6029_STAMPING: D 347 1996
 AC6029_MARK LOGO: NGS
 AC6029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6029+STABILITY: POSITION/ELEVATION WELL
 AC6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6029+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6029
 AC6029  HISTORY     - Date     Condition        Report By
 AC6029  HISTORY     - 1996     MONUMENTED       NGS
 AC6029  HISTORY     - 20010913 GOOD             USPSQD
 AC6029  HISTORY     - 20031013 GOOD             GEOCAC
 AC6029  HISTORY     - 20090806 GOOD             GEOCAC
 AC6029
 AC6029                          STATION DESCRIPTION
 AC6029
 AC6029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6029'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6029'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 3.6 KM (2.25 MI)
 AC6029'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN AN AREA OF OUTCROPPING
 AC6029'BEDROCK, 4.9 M (16.1 FT) NORTH OF THE ROAD CENTER, 3.0 M (9.8 FT)
 AC6029'SOUTHEAST OF UTILITY POLE NUMBER 81, 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 AC6029'THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AC6029
 AC6029                          STATION RECOVERY (2001)
 AC6029
 AC6029'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6029'RECOVERED IN GOOD CONDITION.
 AC6029
 AC6029                          STATION RECOVERY (2003)
 AC6029
 AC6029'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6029'RECOVERED IN GOOD CONDITION.
 AC6029
 AC6029                          STATION RECOVERY (2009)
 AC6029
 AC6029'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0073 ***********************************************************************
 PK0073  DESIGNATION -  D 35
 PK0073  PID         -  PK0073
 PK0073  STATE/COUNTY-  MI/IOSCO
 PK0073  COUNTRY     -  US
 PK0073  USGS QUAD   -  NATIONAL CITY (2017)
 PK0073
 PK0073                         *CURRENT SURVEY CONTROL
 PK0073  ______________________________________________________________________
 PK0073* NAD 83(1986) POSITION- 44 12 18.     (N) 083 44 33.     (W)   SCALED
 PK0073* NAVD 88 ORTHO HEIGHT -   199.886 (meters)      655.79  (feet) ADJUSTED
 PK0073  ______________________________________________________________________
 PK0073  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 PK0073  DYNAMIC HEIGHT  -        199.856 (meters)      655.69  (feet) COMP
 PK0073  MODELED GRAVITY -    980,466.2   (mgal)                       NAVD 88
 PK0073
 PK0073  VERT ORDER      -  FIRST     CLASS II
 PK0073
 PK0073.The horizontal coordinates were scaled from a map and have
 PK0073.an estimated accuracy of +/- 6 seconds.
 PK0073
 PK0073.The orthometric height was determined by differential leveling and
 PK0073.adjusted by the NATIONAL GEODETIC SURVEY
 PK0073.in June 1991.
 PK0073
 PK0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0073.GEOID18 height accuracy estimate available here.
 PK0073
 PK0073.Click photographs - Photos may exist for this station.
 PK0073
 PK0073.The dynamic height is computed by dividing the NAVD 88
 PK0073.geopotential number by the normal gravity value computed on the
 PK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0073.degrees latitude (g = 980.6199 gals.).
 PK0073
 PK0073.The modeled gravity was interpolated from observed gravity values.
 PK0073
 PK0073;                    North         East    Units  Estimated Accuracy
 PK0073;SPC MI C     -    98,910.    6,049,890.      MT  (+/- 180 meters Scaled)
 PK0073
 PK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ808982(NAD 83)
 PK0073
 PK0073                          SUPERSEDED SURVEY CONTROL
 PK0073
 PK0073  NGVD 29 (??/??/92)  200.076  (m)          656.42   (f) ADJ UNCH    1 2
 PK0073
 PK0073.Superseded values are not recommended for survey control.
 PK0073
 PK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0073.See file dsdata.pdf to determine how the superseded data were derived.
 PK0073
 PK0073_MARKER: DB = BENCH MARK DISK
 PK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0073_STAMPING: D 35 1934
 PK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0073+STABILITY: SURFACE MOTION
 PK0073
 PK0073  HISTORY     - Date     Condition        Report By
 PK0073  HISTORY     - 1934     MONUMENTED       CGS
 PK0073  HISTORY     - 1948     GOOD             CGS
 PK0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0073
 PK0073                          STATION DESCRIPTION
 PK0073
 PK0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PK0073'2.2 MI S FROM NATIONAL CITY.
 PK0073'2.2 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0073'STATION AT NATIONAL CITY, IOSCO COUNTY, 0.3 MILE SOUTH OF
 PK0073'MILEPOST 45, 50 YARDS SOUTHWEST OF HIGH TENSION TOWER 1103, AT A
 PK0073'ROAD CROSSING, 6 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 6
 PK0073'YARDS WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE BASE OF
 PK0073'THE RAIL.  A STANDARD DISK, STAMPED D 35 1934 AND SET IN THE
 PK0073'TOP OF A CONCRETE POST.
 PK0073
 PK0073                          STATION RECOVERY (1983)
 PK0073
 PK0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0073'NOT SEARCHED FOR, ACCESSIBLE BY RAILROAD, MAIN LEVEL LINE REROUTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0036 ***********************************************************************
 PK0036  DESIGNATION -  D 36
 PK0036  PID         -  PK0036
 PK0036  STATE/COUNTY-  MI/ALPENA
 PK0036  COUNTRY     -  US
 PK0036  USGS QUAD   -  OSSINEKE (2017)
 PK0036
 PK0036                         *CURRENT SURVEY CONTROL
 PK0036  ______________________________________________________________________
 PK0036* NAD 83(1986) POSITION- 44 55 12.     (N) 083 25 50.     (W)   SCALED
 PK0036* NAVD 88 ORTHO HEIGHT -   184.143 (meters)      604.14  (feet) ADJUSTED
 PK0036  ______________________________________________________________________
 PK0036  GEOID HEIGHT    -        -36.221 (meters)                     GEOID18
 PK0036  DYNAMIC HEIGHT  -        184.129 (meters)      604.10  (feet) COMP
 PK0036  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 PK0036
 PK0036  VERT ORDER      -  FIRST     CLASS II
 PK0036
 PK0036.The horizontal coordinates were scaled from a map and have
 PK0036.an estimated accuracy of +/- 6 seconds.
 PK0036
 PK0036.The orthometric height was determined by differential leveling and
 PK0036.adjusted by the NATIONAL GEODETIC SURVEY
 PK0036.in June 1991.
 PK0036
 PK0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0036.GEOID18 height accuracy estimate available here.
 PK0036
 PK0036.Click photographs - Photos may exist for this station.
 PK0036
 PK0036.The dynamic height is computed by dividing the NAVD 88
 PK0036.geopotential number by the normal gravity value computed on the
 PK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0036.degrees latitude (g = 980.6199 gals.).
 PK0036
 PK0036.The modeled gravity was interpolated from observed gravity values.
 PK0036
 PK0036;                    North         East    Units  Estimated Accuracy
 PK0036;SPC MI C     -   178,590.    6,073,900.      MT  (+/- 180 meters Scaled)
 PK0036
 PK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK081769(NAD 83)
 PK0036
 PK0036                          SUPERSEDED SURVEY CONTROL
 PK0036
 PK0036  NGVD 29 (??/??/92)  184.320  (m)          604.72   (f) ADJ UNCH    1 2
 PK0036
 PK0036.Superseded values are not recommended for survey control.
 PK0036
 PK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0036.See file dsdata.pdf to determine how the superseded data were derived.
 PK0036
 PK0036_MARKER: DB = BENCH MARK DISK
 PK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0036_STAMPING: D 36 1934
 PK0036_MARK LOGO: CGS
 PK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0036+STABILITY: SURFACE MOTION
 PK0036
 PK0036  HISTORY     - Date     Condition        Report By
 PK0036  HISTORY     - 1934     MONUMENTED       CGS
 PK0036  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0036  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 PK0036  HISTORY     - 20251126 MARK NOT FOUND   INDIV
 PK0036
 PK0036                          STATION DESCRIPTION
 PK0036
 PK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0036'AT OSSINEKE.
 PK0036'AT OSSINEKE, ALPENA COUNTY, 30 YARDS SOUTH OF THE SOUTH END OF
 PK0036'THE DETROIT AND MACKINAC RAILWAY STATION, 50 YARDS NORTH OF A
 PK0036'ROAD, 21.5 YARDS EAST OF THE CENTERLINE OF A ROAD, 37.5 FEET
 PK0036'WEST OF THE WEST RAIL, 4 FEET EAST OF A POLE, AND ABOUT LEVEL
 PK0036'WITH THE TRACK.  A STANDARD DISK, STAMPED D 36 1934 AND SET
 PK0036'IN THE TOP OF A CONCRETE POST.
 PK0036
 PK0036                          STATION RECOVERY (1983)
 PK0036
 PK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0036'NOT RECOVERED, POSSIBLY DESTROYED WHEN NEW RAILROAD BED WAS BUILT.
 PK0036
 PK0036                          STATION RECOVERY (1999)
 PK0036
 PK0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0036'MARK NOT FOUND.
 PK0036
 PK0036                          STATION RECOVERY (2025)
 PK0036
 PK0036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 PK0036'ORIGINAL DESCRIPTION ERRONEOUS - RAILWAY AND ROADS DO NOT HAVE
 PK0036'CARDINAL ORIENTATION.  ASSUMING 45 DEGREE CORRECTION AND REFERENCING
 PK0036'THE REMAINS OF THE STATION FOUNDATION AND CURRENT RAILWAY, THE
 PK0036'EXPECTED LOCATION OF THE MONUMENT IS IN A FLAT AREA BETWEEN THE
 PK0036'RAILWAY AND THE SANBORN TOWNSHIP CEMETERY ROAD, SOUTHEAST OF A LARGE
 PK0036'TREE.  THIS AREA IS LITTERED WITH BROKEN CONCRETE, SCRAP METAL AND
 PK0036'RAILROAD TIES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0165 ***********************************************************************
 OJ0165  DESIGNATION -  D 38
 OJ0165  PID         -  OJ0165
 OJ0165  STATE/COUNTY-  MI/HURON
 OJ0165  COUNTRY     -  US
 OJ0165  USGS QUAD   -  KINDE EAST (2017)
 OJ0165
 OJ0165                         *CURRENT SURVEY CONTROL
 OJ0165  ______________________________________________________________________
 OJ0165* NAD 83(1986) POSITION- 43 58 56.     (N) 082 59 48.     (W)   SCALED
 OJ0165* NAVD 88 ORTHO HEIGHT -   199.805 (meters)      655.53  (feet) ADJUSTED
 OJ0165  ______________________________________________________________________
 OJ0165  GEOID HEIGHT    -        -34.989 (meters)                     GEOID18
 OJ0165  DYNAMIC HEIGHT  -        199.775 (meters)      655.43  (feet) COMP
 OJ0165  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 OJ0165
 OJ0165  VERT ORDER      -  SECOND    CLASS 0
 OJ0165
 OJ0165.The horizontal coordinates were scaled from a map and have
 OJ0165.an estimated accuracy of +/- 6 seconds.
 OJ0165
 OJ0165.The orthometric height was determined by differential leveling and
 OJ0165.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0165.in June 1991.
 OJ0165
 OJ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0165.GEOID18 height accuracy estimate available here.
 OJ0165
 OJ0165.Click photographs - Photos may exist for this station.
 OJ0165
 OJ0165.The dynamic height is computed by dividing the NAVD 88
 OJ0165.geopotential number by the normal gravity value computed on the
 OJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0165.degrees latitude (g = 980.6199 gals.).
 OJ0165
 OJ0165.The modeled gravity was interpolated from observed gravity values.
 OJ0165
 OJ0165;                    North         East    Units  Estimated Accuracy
 OJ0165;SPC MI S     -   276,640.    4,109,920.      MT  (+/- 180 meters Scaled)
 OJ0165
 OJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398718(NAD 83)
 OJ0165
 OJ0165                          SUPERSEDED SURVEY CONTROL
 OJ0165
 OJ0165  NGVD 29 (??/??/92)  199.941  (m)          655.97   (f) ADJ UNCH    2 0
 OJ0165
 OJ0165.Superseded values are not recommended for survey control.
 OJ0165
 OJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0165.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0165
 OJ0165_MARKER: DB = BENCH MARK DISK
 OJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0165_STAMPING: D 38 1934
 OJ0165_MARK LOGO: CGS
 OJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0165+STABILITY: SURFACE MOTION
 OJ0165
 OJ0165  HISTORY     - Date     Condition        Report By
 OJ0165  HISTORY     - 1934     MONUMENTED       CGS
 OJ0165  HISTORY     - 19991120 GOOD             USPSQD
 OJ0165
 OJ0165                          STATION DESCRIPTION
 OJ0165
 OJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0165'3 MI N FROM KINDE.
 OJ0165'3.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0165'STATION AT KINDE, HURON COUNTY, AT THE SIDING AT JOHNSON, AT A
 OJ0165'GRAVEL-ROAD CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE
 OJ0165'ROAD, 26 FEET EAST OF THE EAST RAIL, 4 FEET SOUTHWEST OF A
 OJ0165'WIRE FENCE CORNER, AND 1/2 FOOT HIGHER THAN THE TRACK.  A
 OJ0165'STANDARD DISK, STAMPED D 38 1934 AND SET IN THE TOP OF A CONCRETE
 OJ0165'POST.
 OJ0165
 OJ0165                          STATION RECOVERY (1999)
 OJ0165
 OJ0165'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0118 ***********************************************************************
 NE0118  DESIGNATION -  D 4
 NE0118  PID         -  NE0118
 NE0118  STATE/COUNTY-  MI/WAYNE
 NE0118  COUNTRY     -  US
 NE0118  USGS QUAD   -  BELLE ISLE (2017)
 NE0118
 NE0118                         *CURRENT SURVEY CONTROL
 NE0118  ______________________________________________________________________
 NE0118* NAD 83(1986) POSITION- 42 21 45.0    (N) 082 57 51.2    (W)   HD_HELD2
 NE0118* NAVD 88 ORTHO HEIGHT -   176.991 (meters)      580.68  (feet) ADJUSTED
 NE0118  ______________________________________________________________________
 NE0118  GEOID HEIGHT    -        -34.584 (meters)                     GEOID18
 NE0118  DYNAMIC HEIGHT  -        176.939 (meters)      580.51  (feet) COMP
 NE0118  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 NE0118
 NE0118  VERT ORDER      -  FIRST     CLASS 0
 NE0118
 NE0118.The horizontal coordinates were established by autonomous hand held GPS
 NE0118.observations and have an estimated accuracy of +/- 10 meters.
 NE0118
 NE0118.The orthometric height was determined by differential leveling and
 NE0118.adjusted by the NATIONAL GEODETIC SURVEY
 NE0118.in June 1991.
 NE0118
 NE0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0118.GEOID18 height accuracy estimate available here.
 NE0118
 NE0118.Click photographs - Photos may exist for this station.
 NE0118
 NE0118.The dynamic height is computed by dividing the NAVD 88
 NE0118.geopotential number by the normal gravity value computed on the
 NE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0118.degrees latitude (g = 980.6199 gals.).
 NE0118
 NE0118.The modeled gravity was interpolated from observed gravity values.
 NE0118
 NE0118;                    North         East    Units  Estimated Accuracy
 NE0118;SPC MI S     -    96,767.    4,115,520.      MT  (+/- 10 meters HH2 GPS)
 NE0118
 NE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3825191894(NAD 83)
 NE0118
 NE0118                          SUPERSEDED SURVEY CONTROL
 NE0118
 NE0118  NGVD 29 (11/26/84)  177.157  (m)          581.22   (f) ADJUSTED    1 0
 NE0118
 NE0118.Superseded values are not recommended for survey control.
 NE0118
 NE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0118.See file dsdata.pdf to determine how the superseded data were derived.
 NE0118
 NE0118_MARKER: DD = SURVEY DISK
 NE0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0118_SP_SET: BUILDING FOUNDATION
 NE0118_STAMPING: D 4
 NE0118_MARK LOGO: USLS
 NE0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0118
 NE0118  HISTORY     - Date     Condition        Report By
 NE0118  HISTORY     - UNK      MONUMENTED       USLS
 NE0118  HISTORY     - 1970     GOOD             USLS
 NE0118  HISTORY     - 1980     GOOD             NGS
 NE0118  HISTORY     - 20020213 GOOD             USPSQD
 NE0118
 NE0118                          STATION DESCRIPTION
 NE0118
 NE0118'DESCRIBED BY US LAKE SURVEY 1970
 NE0118'IN DETROIT.
 NE0118'D 4 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0118'ON THE WEST SIDE OF LYCASTE STREET, APPROXIMATELY 0.4 MILE
 NE0118'SOUTH OF JEFFERSON AVENUE, ON STREET FACE OF THE STANDARD OIL
 NE0118'COMPANY GARAGE, 1.8 FEET FROM THE NORTHEAST CORNER, 0.2 FOOT
 NE0118'BELOW THE FIRST COURSE OF BRICK, 1 FOOT ABOVE THE GROUND, BEING
 NE0118'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 NE0118'FOUNDATION.  NOTE-- PREV. DESIG BM D 4 1932.
 NE0118
 NE0118                          STATION RECOVERY (1980)
 NE0118
 NE0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0118'IN DETROIT, AT THE INTERSECTION OF FREUD STREET AND LYCASTE STREET
 NE0118'SET VERTICALLY IN THE NORTHEAST FACE AND AT THE NORTH CORNER OF A
 NE0118'STANDARD OIL COMPANY GARAGE, 9.15 METERS (30.0 FEET) SOUTHWEST OF
 NE0118'THE CENTER LINE OF LYCASTE STREET, 0.55 METERS (1.8 FEET) SOUTHEAST
 NE0118'OF THE NORTH CORNER OF THE BUILDING AND 0.05 METERS (0.2 FEET)
 NE0118'BELOW THE FIRST COURSE OF BRICK.
 NE0118'THE MARK IS .36 M ABOVE GROUND.
 NE0118
 NE0118                          STATION RECOVERY (2002)
 NE0118
 NE0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0118'MARK PAINTED OVER, BLDG. NOW PETRO-CHEM PROCESSING 421.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0011 ***********************************************************************
 OK0011  DESIGNATION -  D 40
 OK0011  PID         -  OK0011
 OK0011  STATE/COUNTY-  MI/MIDLAND
 OK0011  COUNTRY     -  US
 OK0011  USGS QUAD   -  MIDLAND SOUTH (2017)
 OK0011
 OK0011                         *CURRENT SURVEY CONTROL
 OK0011  ______________________________________________________________________
 OK0011* NAD 83(1986) POSITION- 43 34 08.     (N) 084 10 48.     (W)   SCALED
 OK0011* NAVD 88 ORTHO HEIGHT -   188.476 (meters)      618.36  (feet) ADJUSTED
 OK0011  ______________________________________________________________________
 OK0011  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 OK0011  DYNAMIC HEIGHT  -        188.438 (meters)      618.23  (feet) COMP
 OK0011  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 OK0011
 OK0011  VERT ORDER      -  SECOND    CLASS 0
 OK0011
 OK0011.The horizontal coordinates were scaled from a map and have
 OK0011.an estimated accuracy of +/- 6 seconds.
 OK0011
 OK0011.The orthometric height was determined by differential leveling and
 OK0011.adjusted by the NATIONAL GEODETIC SURVEY
 OK0011.in June 1991.
 OK0011
 OK0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0011.GEOID18 height accuracy estimate available here.
 OK0011
 OK0011.Click photographs - Photos may exist for this station.
 OK0011
 OK0011.The dynamic height is computed by dividing the NAVD 88
 OK0011.geopotential number by the normal gravity value computed on the
 OK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0011.degrees latitude (g = 980.6199 gals.).
 OK0011
 OK0011.The modeled gravity was interpolated from observed gravity values.
 OK0011
 OK0011;                    North         East    Units  Estimated Accuracy
 OK0011;SPC MI S     -   229,830.    4,015,080.      MT  (+/- 180 meters Scaled)
 OK0011
 OK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP277278(NAD 83)
 OK0011
 OK0011                          SUPERSEDED SURVEY CONTROL
 OK0011
 OK0011  NGVD 29 (??/??/92)  188.655  (m)          618.95   (f) ADJ UNCH    2 0
 OK0011
 OK0011.Superseded values are not recommended for survey control.
 OK0011
 OK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0011.See file dsdata.pdf to determine how the superseded data were derived.
 OK0011
 OK0011_MARKER: DB = BENCH MARK DISK
 OK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0011_STAMPING: D 40 1934
 OK0011_MARK LOGO: CGS
 OK0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0011+STABILITY: SURFACE MOTION
 OK0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0011+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0011
 OK0011  HISTORY     - Date     Condition        Report By
 OK0011  HISTORY     - 1934     MONUMENTED       CGS
 OK0011  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0011
 OK0011                          STATION DESCRIPTION
 OK0011
 OK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0011'AT SMITHS CROSSING.
 OK0011'AT SMITHS CROSSING, ON THE CHESAPEAKE AND OHIO RAILWAY, 90 YARDS
 OK0011'WEST OF THE MICHIGAN BEAN CO. STATION, AT A ROAD CROSSING, 50
 OK0011'FEET WEST OF THE CENTERLINE OF THE ROAD, 35.4 FEET SOUTH OF THE
 OK0011'SOUTH RAIL OF THE MAIN TRACK, 13 FEET WEST OF POLE 558, AND 1.5 FEET
 OK0011'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 40 1934
 OK0011'AND SET IN THE TOP OF A CONCRETE POST.
 OK0011
 OK0011                          STATION RECOVERY (1995)
 OK0011
 OK0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0135 ***********************************************************************
 OJ0135  DESIGNATION -  D 41
 OJ0135  PID         -  OJ0135
 OJ0135  STATE/COUNTY-  MI/ST CLAIR
 OJ0135  COUNTRY     -  US
 OJ0135  USGS QUAD   -  BROCKWAY (2017)
 OJ0135
 OJ0135                         *CURRENT SURVEY CONTROL
 OJ0135  ______________________________________________________________________
 OJ0135* NAD 83(1986) POSITION- 43 00 08.93   (N) 082 52 08.07   (W)   HD_HELD1
 OJ0135* NAVD 88 ORTHO HEIGHT -   241.660 (meters)      792.85  (feet) POSTED
 OJ0135  ______________________________________________________________________
 OJ0135  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 OJ0135  DYNAMIC HEIGHT  -        241.60  (meters)      792.6   (feet) COMP
 OJ0135  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 OJ0135
 OJ0135  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0135
 OJ0135.The horizontal coordinates were determined by differentially corrected
 OJ0135.hand held GPS observations or other comparable positioning techniques
 OJ0135.and have an estimated accuracy of +/- 3 meters.
 OJ0135
 OJ0135.The orthometric height was determined by differential leveling
 OJ0135.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0135
 OJ0135.* This is a POSTED BENCH MARK height.
 OJ0135
 OJ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0135.GEOID18 height accuracy estimate available here.
 OJ0135
 OJ0135.Click photographs - Photos may exist for this station.
 OJ0135
 OJ0135.The dynamic height is computed by dividing the NAVD 88
 OJ0135.geopotential number by the normal gravity value computed on the
 OJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0135.degrees latitude (g = 980.6199 gals.).
 OJ0135
 OJ0135.The modeled gravity was interpolated from observed gravity values.
 OJ0135
 OJ0135;                    North         East    Units  Estimated Accuracy
 OJ0135;SPC MI S     -   167,978.2   4,122,106.2     MT  (+/- 3 meters HH1 GPS) 
 OJ0135
 OJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4767262784(NAD 83)
 OJ0135
 OJ0135                          SUPERSEDED SURVEY CONTROL
 OJ0135
 OJ0135  NGVD 29 (??/??/92)  241.767  (m)          793.20   (f) ADJ UNCH    2 0
 OJ0135
 OJ0135.Superseded values are not recommended for survey control.
 OJ0135
 OJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0135.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0135
 OJ0135_MARKER: DB = BENCH MARK DISK
 OJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0135_STAMPING: D 41 1934
 OJ0135_MARK LOGO: CGS
 OJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0135+STABILITY: SURFACE MOTION
 OJ0135
 OJ0135  HISTORY     - Date     Condition        Report By
 OJ0135  HISTORY     - 1934     MONUMENTED       CGS
 OJ0135  HISTORY     - 1977     GOOD             NGS
 OJ0135
 OJ0135                          STATION DESCRIPTION
 OJ0135
 OJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0135'3.3 MI E FROM CAPAC.
 OJ0135'3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0135'STATION AT CAPAC, SAINT CLAIR COUNTY, 57 FEET SOUTHWEST OF THE
 OJ0135'CENTER OF THE TOP OF A 36-INCH WROUGHT IRON CULVERT, AT A
 OJ0135'ROAD CROSSING, 28.2 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OJ0135'44.4 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTHEAST OF A WIRE
 OJ0135'FENCE CORNER POST, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.
 OJ0135'A STANDARD DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A
 OJ0135'CONCRETE POST.
 OJ0135
 OJ0135                          STATION RECOVERY (1977)
 OJ0135
 OJ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0135'3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS FORMER
 OJ0135'DEPOT, 44 FEET SOUTH OF THE SOUTH RAIL 28 FEET WEST OF THE CENTER OF
 OJ0135'MILLER ROAD 4 FEET EAST NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0584 ***********************************************************************
 NE0584  DESIGNATION -  D 42
 NE0584  PID         -  NE0584
 NE0584  STATE/COUNTY-  MI/WAYNE
 NE0584  COUNTRY     -  US
 NE0584  USGS QUAD   -  WYANDOTTE (2017)
 NE0584
 NE0584                         *CURRENT SURVEY CONTROL
 NE0584  ______________________________________________________________________
 NE0584* NAD 83(1986) POSITION- 42 13 04.     (N) 083 09 01.     (W)   SCALED
 NE0584* NAVD 88 ORTHO HEIGHT -   179.197 (meters)      587.92  (feet) ADJUSTED
 NE0584  ______________________________________________________________________
 NE0584  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 NE0584  DYNAMIC HEIGHT  -        179.141 (meters)      587.73  (feet) COMP
 NE0584  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 NE0584
 NE0584  VERT ORDER      -  FIRST     CLASS 0
 NE0584
 NE0584.The horizontal coordinates were scaled from a map and have
 NE0584.an estimated accuracy of +/- 6 seconds.
 NE0584
 NE0584.The orthometric height was determined by differential leveling and
 NE0584.adjusted by the NATIONAL GEODETIC SURVEY
 NE0584.in June 1991.
 NE0584
 NE0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0584.GEOID18 height accuracy estimate available here.
 NE0584
 NE0584.Click photographs - Photos may exist for this station.
 NE0584
 NE0584.The dynamic height is computed by dividing the NAVD 88
 NE0584.geopotential number by the normal gravity value computed on the
 NE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0584.degrees latitude (g = 980.6199 gals.).
 NE0584
 NE0584.The modeled gravity was interpolated from observed gravity values.
 NE0584
 NE0584;                    North         East    Units  Estimated Accuracy
 NE0584;SPC MI S     -    80,460.    4,100,430.      MT  (+/- 180 meters Scaled)
 NE0584
 NE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225761(NAD 83)
 NE0584
 NE0584                          SUPERSEDED SURVEY CONTROL
 NE0584
 NE0584  NGVD 29 (11/26/84)  179.369  (m)          588.48   (f) ADJUSTED    1 0
 NE0584
 NE0584.Superseded values are not recommended for survey control.
 NE0584
 NE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0584.See file dsdata.pdf to determine how the superseded data were derived.
 NE0584
 NE0584_MARKER: DD = SURVEY DISK
 NE0584_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0584_SP_SET: BUILDING
 NE0584_STAMPING: D 42 1930 MCK
 NE0584_MARK LOGO: USLS
 NE0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0584+STABILITY: SURFACE MOTION
 NE0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0584+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1992
 NE0584
 NE0584  HISTORY     - Date     Condition        Report By
 NE0584  HISTORY     - 1930     MONUMENTED       USLS
 NE0584  HISTORY     - 1954     GOOD             CGS
 NE0584  HISTORY     - 1980     GOOD             NGS
 NE0584  HISTORY     - 1983     GOOD             LOCSUR
 NE0584  HISTORY     - 1984     GOOD             USPSQD
 NE0584  HISTORY     - 1987     GOOD             USPSQD
 NE0584  HISTORY     - 1987     GOOD             USPSQD
 NE0584  HISTORY     - 1988     GOOD             USPSQD
 NE0584  HISTORY     - 1988     GOOD             USPSQD
 NE0584  HISTORY     - 1989     GOOD             USPSQD
 NE0584  HISTORY     - 19921128 GOOD             LOCENG
 NE0584  HISTORY     - 19951013 MARK NOT FOUND   LOCSUR
 NE0584
 NE0584                          STATION DESCRIPTION
 NE0584
 NE0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0584'AT WYANDOTTE.
 NE0584'AT WYANDOTTE, IN THE NORTH PART OF TOWN, AT THE INTERSECTION
 NE0584'OF BIDDLE AVENUE AND CLARK STREET, 20 1/2 FEET WEST OF WEST
 NE0584'CURB OF BIDDLE AVENUE, 33 1/2 FEET SOUTH OF SOUTH CURB OF CLARK
 NE0584'STREET, SET VERTICALLY IN THE EAST FACE OF CONCRETE FOUNDATION
 NE0584'OF 4-STORY BRICK WAREHOUSE BUILDING, 22.8 FEET SOUTH OF NORTHEAST
 NE0584'CORNER OF BUILDING AND 3 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 NE0584'NOTE-- THE BUILDING HAS SEVERAL LARGE CRACKS IN WALLS AND
 NE0584'FOUNDATION IS CRACKED AND BUILDING DOES NOT APPEAR TO BE STABLE.
 NE0584'USE MARK WITH CAUTION.
 NE0584
 NE0584                          STATION RECOVERY (1980)
 NE0584
 NE0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1983)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0584'IT WAS NOTED THAT BUILDING WAS IN POOR SHAPE. THIS CONDITION HAS BEEN
 NE0584'CORRECTED AND BUILDING APPEARS TO BE IN EXCELLENT STATE OF REPAIR.
 NE0584
 NE0584                          STATION RECOVERY (1984)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0584'WYANDOTTE CHEMICAL CORPORATION IS NOW KNOW AS DIVEREY WYANDOTTE
 NE0584'CORPORATION.
 NE0584
 NE0584                          STATION RECOVERY (1987)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1987)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1988)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1988)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1989)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1992)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0584'STATION IS LOCATED IN QUAD 420832 IN THE SOUTHEAST 1/4 OF SECTION 21,
 NE0584'T-3-S, R-11-E, CITY OF WYANDOTTE, WAYNE COUNTY AND ON THE WYANDOTTE
 NE0584'QUADRANGLE MAP.  TO REACH THE STATION FROM THE INTERSECTION OF BIDDLE
 NE0584'AND EUREKA IN THE CITY OF WYANDOTTE, GO NORTH ON BIDDLE AVENUE 1.2 MI
 NE0584'(1.9 KM) TO CLARK STREET AND THE STATION ON THE LEFT (WEST).  THE
 NE0584'STATION IS 22.8 FT (6.9 M) SOUTH OF THE NORHEAST CORNER OF THE
 NE0584'BUILDING AND 3-1/2 FT ABOVE THE LEVEL OF THE SIDEWALK DESCRIBED BY K.
 NE0584'S. WILKERSON, P.S. AND P.E., O.H.M.
 NE0584
 NE0584                          STATION RECOVERY (1995)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (ACC)
 NE0584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB2525 ***********************************************************************
 AB2525  DESIGNATION -  D 42 RESET
 AB2525  PID         -  AB2525
 AB2525  STATE/COUNTY-  MI/WAYNE
 AB2525  COUNTRY     -  US
 AB2525  USGS QUAD   -  WYANDOTTE (2017)
 AB2525
 AB2525                         *CURRENT SURVEY CONTROL
 AB2525  ______________________________________________________________________
 AB2525* NAD 83(1986) POSITION- 42 13 04.92   (N) 083 09 00.44   (W)   HD_HELD1
 AB2525* NAVD 88 ORTHO HEIGHT -   178.500 (meters)      585.63  (feet) ADJUSTED
 AB2525  ______________________________________________________________________
 AB2525  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 AB2525  DYNAMIC HEIGHT  -        178.444 (meters)      585.45  (feet) COMP
 AB2525  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 AB2525
 AB2525  VERT ORDER      -  SECOND    CLASS I
 AB2525
 AB2525.The horizontal coordinates were determined by differentially corrected
 AB2525.hand held GPS observations or other comparable positioning techniques
 AB2525.and have an estimated accuracy of +/- 3 meters.
 AB2525
 AB2525.The orthometric height was determined by differential leveling and
 AB2525.adjusted by the NATIONAL GEODETIC SURVEY
 AB2525.in March 2026.
 AB2525
 AB2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2525.GEOID18 height accuracy estimate available here.
 AB2525
 AB2525.Click photographs - Photos may exist for this station.
 AB2525
 AB2525.The dynamic height is computed by dividing the NAVD 88
 AB2525.geopotential number by the normal gravity value computed on the
 AB2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2525.degrees latitude (g = 980.6199 gals.).
 AB2525
 AB2525.The modeled gravity was interpolated from observed gravity values.
 AB2525
 AB2525;                    North         East    Units  Estimated Accuracy
 AB2525;SPC MI S     -    80,483.8   4,100,440.7     MT  (+/- 3 meters HH1 GPS) 
 AB2525
 AB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2253776222(NAD 83)
 AB2525
 AB2525                          SUPERSEDED SURVEY CONTROL
 AB2525
 AB2525  NAVD 88 (02/05/16)  178.496  (m)          585.62   (f) SUPERSEDED  3 0
 AB2525
 AB2525.Superseded values are not recommended for survey control.
 AB2525
 AB2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2525.See file dsdata.pdf to determine how the superseded data were derived.
 AB2525
 AB2525_MARKER: DV = VERTICAL CONTROL DISK
 AB2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2525_STAMPING: D 42 RESET 1995
 AB2525_MARK LOGO: NGS
 AB2525_PROJECTION: PROJECTING 60 CENTIMETERS
 AB2525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2525+STABILITY: SURFACE MOTION
 AB2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2525+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 AB2525
 AB2525  HISTORY     - Date     Condition        Report By
 AB2525  HISTORY     - 1995     MONUMENTED       LOCSUR
 AB2525  HISTORY     - 20050327 GOOD             GEOCAC
 AB2525  HISTORY     - 20171021 GOOD             CO-OPS
 AB2525  HISTORY     - 20231020 GOOD             CO-OPS
 AB2525  HISTORY     - 20250612 GOOD             MIDT
 AB2525
 AB2525                          STATION DESCRIPTION
 AB2525
 AB2525'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (ACC)
 AB2525'IN WYANDOTTE, IN THE NORTH PART OF TOWN, AT THE ENTRANCE STEPS TO 1609
 AB2525'BIDDLE AVENUE, BASF MAIN OFFICE BUILDING. DISC SET IN THE TOP OF
 AB2525'CONCRETE POST IN LANDSCAPED AREA NORTH OF THE STEPS, 3.0 FT (0.9 M)
 AB2525'NORTH OF ENTRANCE PLANTER BOX, 36.0 FT (11.0 M) EAST OF THE CURB LINE
 AB2525'OF BIDDLE AVENUE, APPROXIMATELY 2.0 FT (0.6 M) ABOVE LEVEL WITH
 AB2525'SIDEWALK AND 0.6 FT (18.3 CM) ABOVE LANDSCAPING. DESCRIBED BY ARTHUR
 AB2525'C. CROSSMAN, P.C. AND TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR
 AB2525'- MICHIGAN.
 AB2525
 AB2525                          STATION RECOVERY (2005)
 AB2525
 AB2525'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 AB2525'RECOVERED IN GOOD CONDITION.
 AB2525
 AB2525                          STATION RECOVERY (2017)
 AB2525
 AB2525'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2017 (CS)
 AB2525'RECOVERED AS DESCRIBED.
 AB2525
 AB2525                          STATION RECOVERY (2023)
 AB2525
 AB2525'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 AB2525'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF DETROIT, 7.3
 AB2525'MI (11.7 KM) SOUTH OF DEARBORN AND IN THE TOWN OF WYANDOTTE, MI.
 AB2525
 AB2525                          STATION RECOVERY (2025)
 AB2525
 AB2525'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AB2525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0767 ***********************************************************************
 NE0767  DESIGNATION -  D 43
 NE0767  PID         -  NE0767
 NE0767  STATE/COUNTY-  MI/OAKLAND
 NE0767  COUNTRY     -  US
 NE0767  USGS QUAD   -  DAVISBURG (2017)
 NE0767
 NE0767                         *CURRENT SURVEY CONTROL
 NE0767  ______________________________________________________________________
 NE0767* NAD 83(1986) POSITION- 42 46 16.     (N) 083 34 50.     (W)   SCALED
 NE0767* NAVD 88 ORTHO HEIGHT -   285.791 (meters)      937.63  (feet) ADJUSTED
 NE0767  ______________________________________________________________________
 NE0767  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 NE0767  DYNAMIC HEIGHT  -        285.706 (meters)      937.35  (feet) COMP
 NE0767  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 NE0767
 NE0767  VERT ORDER      -  SECOND    CLASS 0
 NE0767
 NE0767.The horizontal coordinates were scaled from a map and have
 NE0767.an estimated accuracy of +/- 6 seconds.
 NE0767
 NE0767.The orthometric height was determined by differential leveling and
 NE0767.adjusted by the NATIONAL GEODETIC SURVEY
 NE0767.in June 1991.
 NE0767
 NE0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0767.GEOID18 height accuracy estimate available here.
 NE0767
 NE0767.Click photographs - Photos may exist for this station.
 NE0767
 NE0767.The dynamic height is computed by dividing the NAVD 88
 NE0767.geopotential number by the normal gravity value computed on the
 NE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0767.degrees latitude (g = 980.6199 gals.).
 NE0767
 NE0767.The modeled gravity was interpolated from observed gravity values.
 NE0767
 NE0767;                    North         East    Units  Estimated Accuracy
 NE0767;SPC MI S     -   141,490.    4,064,330.      MT  (+/- 180 meters Scaled)
 NE0767
 NE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH888386(NAD 83)
 NE0767
 NE0767                          SUPERSEDED SURVEY CONTROL
 NE0767
 NE0767  NGVD 29 (??/??/92)  285.894  (m)          937.97   (f) ADJ UNCH    2 0
 NE0767
 NE0767.Superseded values are not recommended for survey control.
 NE0767
 NE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0767.See file dsdata.pdf to determine how the superseded data were derived.
 NE0767
 NE0767_MARKER: DB = BENCH MARK DISK
 NE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0767_STAMPING: D 43 1934
 NE0767_MARK LOGO: CGS
 NE0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0767+STABILITY: SURFACE MOTION
 NE0767
 NE0767  HISTORY     - Date     Condition        Report By
 NE0767  HISTORY     - 1934     MONUMENTED       CGS
 NE0767  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0767
 NE0767                          STATION DESCRIPTION
 NE0767
 NE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0767'2.6 MI SE FROM HOLLY.
 NE0767'2.6 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0767'THE STATION AT HOLLY, OAKLAND COUNTY, 78 YARDS SOUTHEAST OF
 NE0767'MILEPOST D 44, IN THE WEST L FORMED BY A ROAD CROSSING, 39 FEET
 NE0767'NORTHWEST OF THE CROSSING, 12.4 FEET SOUTHWEST OF THE SOUTHWEST
 NE0767'RAIL OF THE MAIN TRACK, AND 3 FEET EAST OF THE CROSSING WARNING
 NE0767'SIGN.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP
 NE0767'OF A CONCRETE POST.
 NE0767
 NE0767                          STATION RECOVERY (1967)
 NE0767
 NE0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0138 ***********************************************************************
 RJ0138  DESIGNATION -  D 44
 RJ0138  PID         -  RJ0138
 RJ0138  STATE/COUNTY-  MI/CHIPPEWA
 RJ0138  COUNTRY     -  US
 RJ0138  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0138
 RJ0138                         *CURRENT SURVEY CONTROL
 RJ0138  ______________________________________________________________________
 RJ0138* NAD 83(1986) POSITION- 46 29 53.0    (N) 084 21 55.3    (W)   HD_HELD2
 RJ0138* NAVD 88 ORTHO HEIGHT -   187.874 (meters)      616.38  (feet) ADJUSTED
 RJ0138  ______________________________________________________________________
 RJ0138  GEOID HEIGHT    -        -36.619 (meters)                     GEOID18
 RJ0138  DYNAMIC HEIGHT  -        187.884 (meters)      616.42  (feet) COMP
 RJ0138  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0138
 RJ0138  VERT ORDER      -  SECOND    CLASS I
 RJ0138
 RJ0138.The horizontal coordinates were established by autonomous hand held GPS
 RJ0138.observations and have an estimated accuracy of +/- 10 meters.
 RJ0138
 RJ0138.The orthometric height was determined by differential leveling and
 RJ0138.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0138.in February 2021.
 RJ0138
 RJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0138.GEOID18 height accuracy estimate available here.
 RJ0138
 RJ0138.Click photographs - Photos may exist for this station.
 RJ0138
 RJ0138.The dynamic height is computed by dividing the NAVD 88
 RJ0138.geopotential number by the normal gravity value computed on the
 RJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0138.degrees latitude (g = 980.6199 gals.).
 RJ0138
 RJ0138.The modeled gravity was interpolated from observed gravity values.
 RJ0138
 RJ0138;                    North         East    Units  Estimated Accuracy
 RJ0138;SPC MI N     -   193,942.    8,202,193.      MT  (+/- 10 meters HH2 GPS)
 RJ0138
 RJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0216452759(NAD 83)
 RJ0138
 RJ0138                          SUPERSEDED SURVEY CONTROL
 RJ0138
 RJ0138  NAVD 88 (06/15/91)  187.864  (m)          616.35   (f) SUPERSEDED  1 2
 RJ0138  NGVD 29 (??/??/92)  187.803  (m)          616.15   (f) ADJ UNCH    1 2
 RJ0138
 RJ0138.Superseded values are not recommended for survey control.
 RJ0138
 RJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0138
 RJ0138_MARKER: DB = BENCH MARK DISK
 RJ0138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0138_SP_SET: BRIDGE ABUTMENT
 RJ0138_STAMPING: D 44 1934
 RJ0138_MARK LOGO: CGS
 RJ0138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0138+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 RJ0138
 RJ0138  HISTORY     - Date     Condition        Report By
 RJ0138  HISTORY     - 1934     MONUMENTED       CGS
 RJ0138  HISTORY     - 1972     GOOD             USLS
 RJ0138  HISTORY     - 1983     GOOD             NGS
 RJ0138  HISTORY     - 1987     GOOD             USPSQD
 RJ0138  HISTORY     - 20000912 GOOD             MIDT
 RJ0138  HISTORY     - 20061115 GOOD             INDIV
 RJ0138  HISTORY     - 20150921 GOOD             PROFLN
 RJ0138  HISTORY     - 20180922 GOOD             CO-OPS
 RJ0138
 RJ0138                          STATION DESCRIPTION
 RJ0138
 RJ0138'DESCRIBED BY US LAKE SURVEY 1972
 RJ0138'AT SAULT STE MARIE.
 RJ0138'D 44 A BENCH MARK OF THE FORMER U.S. COAST AND GEODETIC SURVEY,
 RJ0138'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON SOO LINE
 RJ0138'RAILROAD BRIDGE OVER THE POWER CANAL, AT SOUTHWEST CORNER OF
 RJ0138'THE BRIDGE ABUTMENT, 5.5 FEET WEST OF WEST RAIL, BEING HIGHEST
 RJ0138'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE
 RJ0138'ABUTMENT.
 RJ0138
 RJ0138                          STATION RECOVERY (1983)
 RJ0138
 RJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (1987)
 RJ0138
 RJ0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (2000)
 RJ0138
 RJ0138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (2006)
 RJ0138
 RJ0138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEW)
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (2015)
 RJ0138
 RJ0138'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (2018)
 RJ0138
 RJ0138'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 RJ0138'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0332 ***********************************************************************
 RJ0332  DESIGNATION -  D 45
 RJ0332  PID         -  RJ0332
 RJ0332  STATE/COUNTY-  MI/CHIPPEWA
 RJ0332  COUNTRY     -  US
 RJ0332  USGS QUAD   -  HULBERT (2017)
 RJ0332
 RJ0332                         *CURRENT SURVEY CONTROL
 RJ0332  ______________________________________________________________________
 RJ0332* NAD 83(1986) POSITION- 46 20 15.     (N) 085 13 46.     (W)   SCALED
 RJ0332* NAVD 88 ORTHO HEIGHT -   216.377 (meters)      709.90  (feet) ADJUSTED
 RJ0332  ______________________________________________________________________
 RJ0332  GEOID HEIGHT    -        -35.347 (meters)                     GEOID18
 RJ0332  DYNAMIC HEIGHT  -        216.393 (meters)      709.95  (feet) COMP
 RJ0332  MODELED GRAVITY -    980,683.3   (mgal)                       NAVD 88
 RJ0332
 RJ0332  VERT ORDER      -  FIRST     CLASS II
 RJ0332
 RJ0332.The horizontal coordinates were scaled from a map and have
 RJ0332.an estimated accuracy of +/- 6 seconds.
 RJ0332
 RJ0332.The orthometric height was determined by differential leveling and
 RJ0332.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0332.in June 1991.
 RJ0332
 RJ0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0332.GEOID18 height accuracy estimate available here.
 RJ0332
 RJ0332.Click photographs - Photos may exist for this station.
 RJ0332
 RJ0332.The dynamic height is computed by dividing the NAVD 88
 RJ0332.geopotential number by the normal gravity value computed on the
 RJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0332.degrees latitude (g = 980.6199 gals.).
 RJ0332
 RJ0332.The modeled gravity was interpolated from observed gravity values.
 RJ0332
 RJ0332;                    North         East    Units  Estimated Accuracy
 RJ0332;SPC MI N     -   174,260.    8,136,290.      MT  (+/- 180 meters Scaled)
 RJ0332
 RJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS362330(NAD 83)
 RJ0332
 RJ0332                          SUPERSEDED SURVEY CONTROL
 RJ0332
 RJ0332  NGVD 29 (??/??/92)  216.370  (m)          709.87   (f) ADJ UNCH    1 2
 RJ0332
 RJ0332.Superseded values are not recommended for survey control.
 RJ0332
 RJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0332.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0332
 RJ0332_MARKER: DB = BENCH MARK DISK
 RJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0332_STAMPING: D 45 1934
 RJ0332_MARK LOGO: CGS
 RJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0332+STABILITY: SURFACE MOTION
 RJ0332
 RJ0332  HISTORY     - Date     Condition        Report By
 RJ0332  HISTORY     - 1934     MONUMENTED       CGS
 RJ0332  HISTORY     - 1935     GOOD             CGS
 RJ0332
 RJ0332                          STATION DESCRIPTION
 RJ0332
 RJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0332'1.5 MI E FROM SOO JUNCTION.
 RJ0332'IN CHIPPEWA COUNTY, 1.5 MILES EAST ALONG THE DULUTH, SOUTH
 RJ0332'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY,
 RJ0332'AT MILEPOST 45, AND 25 FEET NORTH OF THE TRACK.  A STANDARD
 RJ0332'DISK, STAMPED D 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0573 ***********************************************************************
 NE0573  DESIGNATION -  D 45 USLS
 NE0573  PID         -  NE0573
 NE0573  STATE/COUNTY-  MI/WAYNE
 NE0573  COUNTRY     -  US
 NE0573  USGS QUAD   -  WYANDOTTE (2017)
 NE0573
 NE0573                         *CURRENT SURVEY CONTROL
 NE0573  ______________________________________________________________________
 NE0573* NAD 83(1986) POSITION- 42 11 39.     (N) 083 09 11.     (W)   SCALED
 NE0573* NAVD 88 ORTHO HEIGHT -   178.044 (meters)      584.13  (feet) ADJUSTED
 NE0573  ______________________________________________________________________
 NE0573  GEOID HEIGHT    -        -34.701 (meters)                     GEOID18
 NE0573  DYNAMIC HEIGHT  -        177.987 (meters)      583.95  (feet) COMP
 NE0573  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 NE0573
 NE0573  VERT ORDER      -  FIRST     CLASS 0
 NE0573
 NE0573.The horizontal coordinates were scaled from a map and have
 NE0573.an estimated accuracy of +/- 6 seconds.
 NE0573
 NE0573.The orthometric height was determined by differential leveling and
 NE0573.adjusted by the NATIONAL GEODETIC SURVEY
 NE0573.in June 1991.
 NE0573
 NE0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0573.GEOID18 height accuracy estimate available here.
 NE0573
 NE0573.Click photographs - Photos may exist for this station.
 NE0573
 NE0573.The dynamic height is computed by dividing the NAVD 88
 NE0573.geopotential number by the normal gravity value computed on the
 NE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0573.degrees latitude (g = 980.6199 gals.).
 NE0573
 NE0573.The modeled gravity was interpolated from observed gravity values.
 NE0573
 NE0573;                    North         East    Units  Estimated Accuracy
 NE0573;SPC MI S     -    77,830.    4,100,240.      MT  (+/- 180 meters Scaled)
 NE0573
 NE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG222735(NAD 83)
 NE0573
 NE0573                          SUPERSEDED SURVEY CONTROL
 NE0573
 NE0573  NGVD 29 (11/26/84)  178.225  (m)          584.73   (f) ADJUSTED    1 0
 NE0573
 NE0573.Superseded values are not recommended for survey control.
 NE0573
 NE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0573.See file dsdata.pdf to determine how the superseded data were derived.
 NE0573
 NE0573_MARKER: DD = SURVEY DISK
 NE0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0573_SP_SET: BUILDING
 NE0573_STAMPING: D 45 1930 MCK
 NE0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0573
 NE0573  HISTORY     - Date     Condition        Report By
 NE0573  HISTORY     - 1930     MONUMENTED       USLS
 NE0573  HISTORY     - 1954     GOOD             CGS
 NE0573  HISTORY     - 1980     GOOD             NGS
 NE0573  HISTORY     - 1983     GOOD             USPSQD
 NE0573  HISTORY     - 1984     GOOD             USPSQD
 NE0573  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 NE0573  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0573  HISTORY     - 1987     GOOD             USPSQD
 NE0573  HISTORY     - 1988     POOR             USPSQD
 NE0573  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0573  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0573
 NE0573                          STATION DESCRIPTION
 NE0573
 NE0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0573'AT WYANDOTTE.
 NE0573'AT WYANDOTTE, IN SOUTHEAST PART OF TOWN, IN THE SOUTHEAST
 NE0573'QUARTER OF INTERSECTION OF BIDDLE AVENUE AND ORCHARD STREET,
 NE0573'30 FEET EAST OF EAST CURB OF BIDDLE AVENUE, 89 FEET SOUTH OF
 NE0573'CENTER LINE OF ORCHARD STREET (ENTRANCE TO NATIONAL CARBIDE
 NE0573'COMPANY PLANT), SET VERTICALLY IN THE WEST FACE OF RED BRICK
 NE0573'ONE-STORY SHOP BUILDING OF WYANDOTTE CHEMICALS CO., 2.8 FEET
 NE0573'SOUTH OF NORTHWEST CORNER OF BUILDING AND 3 1/2 FEET ABOVE GROUND.
 NE0573
 NE0573                          STATION RECOVERY (1980)
 NE0573
 NE0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1983)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1984)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0573'THE WYANDOTTE CHEMICAL COMPANY PROPERTY HAS BEEN BEING DEMOLISHED
 NE0573'OVER THE LAST NOVEMBER OF YEARS, THIS BUILDING IS STILL STANDING
 NE0573'PLANS TO DEMOLISH IT IS UNKNOW.
 NE0573
 NE0573                          STATION RECOVERY (1985)
 NE0573
 NE0573'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1987)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1987)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1988)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0573'MARK RECOVERED IN POOR CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1989)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1999)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0036 ***********************************************************************
 RK0036  DESIGNATION -  D 46
 RK0036  PID         -  RK0036
 RK0036  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0036  COUNTRY     -  US
 RK0036  USGS QUAD   -  DRIGGS LAKE SE (2017)
 RK0036
 RK0036                         *CURRENT SURVEY CONTROL
 RK0036  ______________________________________________________________________
 RK0036* NAD 83(1986) POSITION- 46 20 41.56   (N) 086 02 02.67   (W)   HD_HELD1
 RK0036* NAVD 88 ORTHO HEIGHT -   229.975 (meters)      754.51  (feet) ADJUSTED
 RK0036  ______________________________________________________________________
 RK0036  GEOID HEIGHT    -        -35.209 (meters)                     GEOID18
 RK0036  DYNAMIC HEIGHT  -        229.990 (meters)      754.56  (feet) COMP
 RK0036  MODELED GRAVITY -    980,676.2   (mgal)                       NAVD 88
 RK0036
 RK0036  VERT ORDER      -  FIRST     CLASS II
 RK0036
 RK0036.The horizontal coordinates were determined by differentially corrected
 RK0036.hand held GPS observations or other comparable positioning techniques
 RK0036.and have an estimated accuracy of +/- 3 meters.
 RK0036
 RK0036.The orthometric height was determined by differential leveling and
 RK0036.adjusted by the NATIONAL GEODETIC SURVEY
 RK0036.in June 1991.
 RK0036
 RK0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0036.GEOID18 height accuracy estimate available here.
 RK0036
 RK0036.Click photographs - Photos may exist for this station.
 RK0036
 RK0036.The dynamic height is computed by dividing the NAVD 88
 RK0036.geopotential number by the normal gravity value computed on the
 RK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0036.degrees latitude (g = 980.6199 gals.).
 RK0036
 RK0036.The modeled gravity was interpolated from observed gravity values.
 RK0036
 RK0036;                    North         East    Units  Estimated Accuracy
 RK0036;SPC MI N     -   174,009.5   8,074,348.5     MT  (+/- 3 meters HH1 GPS) 
 RK0036
 RK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7432732820(NAD 83)
 RK0036
 RK0036                          SUPERSEDED SURVEY CONTROL
 RK0036
 RK0036  NGVD 29 (??/??/92)  229.941  (m)          754.40   (f) ADJ UNCH    1 2
 RK0036
 RK0036.Superseded values are not recommended for survey control.
 RK0036
 RK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0036.See file dsdata.pdf to determine how the superseded data were derived.
 RK0036
 RK0036_MARKER: DB = BENCH MARK DISK
 RK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0036_STAMPING: D 46 1934
 RK0036_MARK LOGO: CGS
 RK0036_PROJECTION: PROJECTING 24 CENTIMETERS
 RK0036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0036+STABILITY: SURFACE MOTION
 RK0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0036+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2020
 RK0036
 RK0036  HISTORY     - Date     Condition        Report By
 RK0036  HISTORY     - 1934     MONUMENTED       CGS
 RK0036  HISTORY     - 1935     GOOD             CGS
 RK0036  HISTORY     - 19980611 GOOD             MIDT
 RK0036  HISTORY     - 20050727 GOOD             NGS
 RK0036  HISTORY     - 20060911 GOOD             USPSQD
 RK0036  HISTORY     - 20200417 GOOD             PROFLN
 RK0036
 RK0036                          STATION DESCRIPTION
 RK0036
 RK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0036'4 MI W FROM SENEY.
 RK0036'4.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0036'RAILWAY FROM SENEY, SCHOOLCRAFT COUNTY, ONE RAIL WEST OF BRIDGE
 RK0036'83.83, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 15
 RK0036'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 46 1934 AND
 RK0036'SET IN THE TOP OF A CONCRETE POST.
 RK0036
 RK0036                          STATION RECOVERY (1998)
 RK0036
 RK0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (LEW)
 RK0036'3.7 MILES WEST ALONG M-28 FROM JUNCTION M-77 SOUTH AT THE WEST SIDE OF
 RK0036'SENEY, 500 FEET EAST OF EAST ENTRANCE OF ROADSIDE PARK, 120 FEET SOUTH
 RK0036'OF EXISTING CENTERLINE OF M-28, 31.1 FEET NORTH OF CENTERLINE OF
 RK0036'RAILROAD AND 1.1 FEET NORTH OF METAL WITNESS POST. THE NORTHEAST COR.
 RK0036'OF SEC. 34, T46N-R14W, BEARS N70E - 564.28 FEET FROM STATION.
 RK0036
 RK0036                          STATION RECOVERY (2005)
 RK0036
 RK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RK0036'THIS IS GRAVITY BASE STATION 'SENEY.'
 RK0036
 RK0036                          STATION RECOVERY (2006)
 RK0036
 RK0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0036'RECOVERED IN GOOD CONDITION.
 RK0036
 RK0036                          STATION RECOVERY (2020)
 RK0036
 RK0036'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RK0036'THE MARK IS LOCATED 1.1 FT (0.3 M) NORTH OF A 2 FT (0.6 M) HIGH METAL
 RK0036'WITNESS POST.  SET A CARSONITE WITNESS POST, 4 FT (1.2 M) HIGH,
 RK0036'DIRECTLY BEHIND METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF A 6
 RK0036'INCH (15 CM) SQUARE CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM)
 RK0036'DIAMETER BY 24 INCH LONG REBAR ALONGSIDE THE NORTH EDGE OF THE
 RK0036'CONCRETE MONUMENT.  NOTE: FOUND TWO 12 INCH NAILS/SPIKES, ONE ON EAST
 RK0036'SIDE OF MONUMENT AND ONE ON WEST SIDE OF MONUMENT.  REMOVED BOTH
 RK0036'NAILS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0572 ***********************************************************************
 NE0572  DESIGNATION -  D 46 USLS
 NE0572  PID         -  NE0572
 NE0572  STATE/COUNTY-  MI/WAYNE
 NE0572  COUNTRY     -  US
 NE0572  USGS QUAD   -  WYANDOTTE (2017)
 NE0572
 NE0572                         *CURRENT SURVEY CONTROL
 NE0572  ______________________________________________________________________
 NE0572* NAD 83(1986) POSITION- 42 11 15.     (N) 083 09 28.     (W)   SCALED
 NE0572* NAVD 88 ORTHO HEIGHT -   176.985 (meters)      580.66  (feet) ADJUSTED
 NE0572  ______________________________________________________________________
 NE0572  GEOID HEIGHT    -        -34.712 (meters)                     GEOID18
 NE0572  DYNAMIC HEIGHT  -        176.928 (meters)      580.47  (feet) COMP
 NE0572  MODELED GRAVITY -    980,301.4   (mgal)                       NAVD 88
 NE0572
 NE0572  VERT ORDER      -  FIRST     CLASS 0
 NE0572
 NE0572.The horizontal coordinates were scaled from a map and have
 NE0572.an estimated accuracy of +/- 6 seconds.
 NE0572
 NE0572.The orthometric height was determined by differential leveling and
 NE0572.adjusted by the NATIONAL GEODETIC SURVEY
 NE0572.in June 1991.
 NE0572
 NE0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0572.GEOID18 height accuracy estimate available here.
 NE0572
 NE0572.Click photographs - Photos may exist for this station.
 NE0572
 NE0572.The dynamic height is computed by dividing the NAVD 88
 NE0572.geopotential number by the normal gravity value computed on the
 NE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0572.degrees latitude (g = 980.6199 gals.).
 NE0572
 NE0572.The modeled gravity was interpolated from observed gravity values.
 NE0572
 NE0572;                    North         East    Units  Estimated Accuracy
 NE0572;SPC MI S     -    77,080.    4,099,860.      MT  (+/- 180 meters Scaled)
 NE0572
 NE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG218728(NAD 83)
 NE0572
 NE0572                          SUPERSEDED SURVEY CONTROL
 NE0572
 NE0572  NGVD 29 (11/26/84)  177.164  (m)          581.25   (f) ADJUSTED    1 0
 NE0572
 NE0572.Superseded values are not recommended for survey control.
 NE0572
 NE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0572.See file dsdata.pdf to determine how the superseded data were derived.
 NE0572
 NE0572_MARKER: DD = SURVEY DISK
 NE0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0572_SP_SET: CONCRETE FOUNDATION
 NE0572_STAMPING: D 46 1930 MCK
 NE0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0572
 NE0572  HISTORY     - Date     Condition        Report By
 NE0572  HISTORY     - 1930     MONUMENTED       USLS
 NE0572  HISTORY     - 1954     GOOD             CGS
 NE0572  HISTORY     - 1980     GOOD             NGS
 NE0572  HISTORY     - 1983     GOOD             USPSQD
 NE0572  HISTORY     - 1984     GOOD             USPSQD
 NE0572  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0572  HISTORY     - 1987     GOOD             USPSQD
 NE0572  HISTORY     - 1988     GOOD             USPSQD
 NE0572  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0572  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0572
 NE0572                          STATION DESCRIPTION
 NE0572
 NE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0572'AT WYANDOTTE.
 NE0572'AT WYANDOTTE, IN THE SOUTH PART OF TOWN, AT THE INTERSECTION
 NE0572'OF BIDDLE AVENUE AND NEGAUNEE STREET, 20 FEET EAST OF EAST CURB
 NE0572'OF BIDDLE AVENUE, 10 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE
 NE0572'OF NEGAUNEE STREET LEADING WEST, 80 FEET NORTH OF CENTER LINE
 NE0572'OF PLANT ENTRANCE TO PENNSYLVANIA SALT MANUFACTURING COMPANY
 NE0572'PLANT, SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION
 NE0572'OF 2-STORY BRICK SHOP BUILDING, 0.9 FOOT NORTH OF SOUTHWEST CORNER
 NE0572'OF BUILDING, AND 3.1 FEET ABOVE GROUND.  THIS MARK IS ABOUT
 NE0572'3.35 MILES NORTH ALONG WEST JEFFERSON AVENUE AND BIDDLE AVENUE
 NE0572'FROM PEOPLES BANK AT TRENTON.
 NE0572
 NE0572                          STATION RECOVERY (1980)
 NE0572
 NE0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1983)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1984)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0572'NEGAVNEE STREET NO LONGER RUNS TO BIDDLE SINCE PLANT EXPANSION HAS
 NE0572'CLOSED OF THE EAST END OF STREET.
 NE0572
 NE0572                          STATION RECOVERY (1987)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0572'MARK NOT FOUND.
 NE0572
 NE0572                          STATION RECOVERY (1987)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1988)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1988)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0572'MARK NOT FOUND.
 NE0572
 NE0572                          STATION RECOVERY (1989)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0572'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0107 ***********************************************************************
 RK0107  DESIGNATION -  D 47
 RK0107  PID         -  RK0107
 RK0107  STATE/COUNTY-  MI/ALGER
 RK0107  COUNTRY     -  US
 RK0107  USGS QUAD   -  ROCK RIVER (2017)
 RK0107
 RK0107                         *CURRENT SURVEY CONTROL
 RK0107  ______________________________________________________________________
 RK0107* NAD 83(1986) POSITION- 46 26 54.4    (N) 086 54 44.4    (W)   HD_HELD2
 RK0107* NAVD 88 ORTHO HEIGHT -   194.976 (meters)      639.68  (feet) ADJUSTED
 RK0107  ______________________________________________________________________
 RK0107  GEOID HEIGHT    -        -35.296 (meters)                     GEOID18
 RK0107  DYNAMIC HEIGHT  -        194.990 (meters)      639.73  (feet) COMP
 RK0107  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 RK0107
 RK0107  VERT ORDER      -  FIRST     CLASS II
 RK0107
 RK0107.The horizontal coordinates were established by autonomous hand held GPS
 RK0107.observations and have an estimated accuracy of +/- 10 meters.
 RK0107
 RK0107.The orthometric height was determined by differential leveling and
 RK0107.adjusted by the NATIONAL GEODETIC SURVEY
 RK0107.in June 1991.
 RK0107
 RK0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0107.GEOID18 height accuracy estimate available here.
 RK0107
 RK0107.Click photographs - Photos may exist for this station.
 RK0107
 RK0107.The dynamic height is computed by dividing the NAVD 88
 RK0107.geopotential number by the normal gravity value computed on the
 RK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0107.degrees latitude (g = 980.6199 gals.).
 RK0107
 RK0107.The modeled gravity was interpolated from observed gravity values.
 RK0107
 RK0107;                    North         East    Units  Estimated Accuracy
 RK0107;SPC MI N     -   185,071.    8,006,735.      MT  (+/- 10 meters HH2 GPS)
 RK0107
 RK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0673343878(NAD 83)
 RK0107
 RK0107                          SUPERSEDED SURVEY CONTROL
 RK0107
 RK0107  NGVD 29 (??/??/92)  194.950  (m)          639.60   (f) ADJ UNCH    1 2
 RK0107
 RK0107.Superseded values are not recommended for survey control.
 RK0107
 RK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0107.See file dsdata.pdf to determine how the superseded data were derived.
 RK0107
 RK0107_MARKER: DB = BENCH MARK DISK
 RK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0107_STAMPING: D 47 1934
 RK0107_MARK LOGO: CGS
 RK0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0107+STABILITY: SURFACE MOTION
 RK0107
 RK0107  HISTORY     - Date     Condition        Report By
 RK0107  HISTORY     - 1934     MONUMENTED       CGS
 RK0107  HISTORY     - 1935     GOOD             CGS
 RK0107  HISTORY     - 19960724 GOOD             MI-003
 RK0107  HISTORY     - 19980414 GOOD             NGS
 RK0107  HISTORY     - 20061112 GOOD             GEOCAC
 RK0107
 RK0107                          STATION DESCRIPTION
 RK0107
 RK0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0107'4 MI W FROM AU TRAIN.
 RK0107'4.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0107'FROM AU TRAIN, ALGER COUNTY, 0.3 MILE EAST OF ROCK RIVER, 3
 RK0107'RAILS EAST OF MILEPOST 129, ONE RAIL EAST OF POLE 4787, 20 FEET
 RK0107'SOUTH OF THE CENTERLINE OF THE TRACK, AND 25 FEET NORTH OF A
 RK0107'FENCE.  A STANDARD DISK, STAMPED D 47 1934 AND SET IN THE TOP
 RK0107'OF A CONCRETE POST.
 RK0107
 RK0107                          STATION RECOVERY (1996)
 RK0107
 RK0107'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0107'RECOVERED AS DESCRIBED.
 RK0107
 RK0107                          STATION RECOVERY (1998)
 RK0107
 RK0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0107'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0107'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0107'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0107'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0107'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0107'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0107
 RK0107                          STATION RECOVERY (2006)
 RK0107
 RK0107'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0107'RAILROAD REFERENCES IN THE 1935 DESCRIPTION ARE GONE.  STATION IS
 RK0107'LOCATED ON THE OLD DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY GRADE,
 RK0107'0.35 MILES EAST OF ITS INTERSECTION WITH THE ROCK RIVER ROAD, 69 FEET
 RK0107'EAST OF A TWIN TRUNK BIRCH TREE, 12.5 FEET NORTH OF A 6 INCH BLAZED
 RK0107'AND SPRAY PAINTED SPRUCE TREE, MARKED BY A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0568 ***********************************************************************
 NE0568  DESIGNATION -  D 47 A
 NE0568  PID         -  NE0568
 NE0568  STATE/COUNTY-  MI/WAYNE
 NE0568  COUNTRY     -  US
 NE0568  USGS QUAD   -  WYANDOTTE (2017)
 NE0568
 NE0568                         *CURRENT SURVEY CONTROL
 NE0568  ______________________________________________________________________
 NE0568* NAD 83(1986) POSITION- 42 10 34.     (N) 083 10 02.     (W)   SCALED
 NE0568* NAVD 88 ORTHO HEIGHT -   176.731 (meters)      579.83  (feet) ADJUSTED
 NE0568  ______________________________________________________________________
 NE0568  GEOID HEIGHT    -        -34.730 (meters)                     GEOID18
 NE0568  DYNAMIC HEIGHT  -        176.675 (meters)      579.64  (feet) COMP
 NE0568  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 NE0568
 NE0568  VERT ORDER      -  FIRST     CLASS 0
 NE0568
 NE0568.The horizontal coordinates were scaled from a map and have
 NE0568.an estimated accuracy of +/- 6 seconds.
 NE0568
 NE0568.The orthometric height was determined by differential leveling and
 NE0568.adjusted by the NATIONAL GEODETIC SURVEY
 NE0568.in June 1991.
 NE0568
 NE0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0568.GEOID18 height accuracy estimate available here.
 NE0568
 NE0568.Click photographs - Photos may exist for this station.
 NE0568
 NE0568.The dynamic height is computed by dividing the NAVD 88
 NE0568.geopotential number by the normal gravity value computed on the
 NE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0568.degrees latitude (g = 980.6199 gals.).
 NE0568
 NE0568.The modeled gravity was interpolated from observed gravity values.
 NE0568
 NE0568;                    North         East    Units  Estimated Accuracy
 NE0568;SPC MI S     -    75,810.    4,099,100.      MT  (+/- 180 meters Scaled)
 NE0568
 NE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG210716(NAD 83)
 NE0568
 NE0568                          SUPERSEDED SURVEY CONTROL
 NE0568
 NE0568  NGVD 29 (??/??/92)  176.909  (m)          580.41   (f) ADJ UNCH    1 0
 NE0568
 NE0568.Superseded values are not recommended for survey control.
 NE0568
 NE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0568.See file dsdata.pdf to determine how the superseded data were derived.
 NE0568
 NE0568_MARKER: DD = SURVEY DISK
 NE0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0568_SP_SET: BRIDGE ABUTMENT
 NE0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0568
 NE0568  HISTORY     - Date     Condition        Report By
 NE0568  HISTORY     - 1938     MONUMENTED       USLS
 NE0568  HISTORY     - 1970     GOOD             USLS
 NE0568  HISTORY     - 20011006 MARK NOT FOUND   INDIV
 NE0568
 NE0568                          STATION DESCRIPTION
 NE0568
 NE0568'DESCRIBED BY US LAKE SURVEY 1970
 NE0568'IN RIVERVIEW.
 NE0568'D 47 A IS IN RIVERVIEW, WAYNE COUNTY, MICHIGAN, OPPOSITE
 NE0568'TRENTON-GROSSE ILE PUBLIC BRIDGE, ON THE SOUTH SIDE OF JEFFERSON
 NE0568'AVENUE, AT THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE OVER
 NE0568'MONGUAGEN CREEK, IN CONCRETE SLAB OVER THE ABUTMENT, 3 FEET
 NE0568'FROM EAST END OF THE BRIDGE, 0.5 FOOT SOUTH OF PAVEMENT, BEING
 NE0568'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0568'THE CONCRETE.  NOTE-- PREV. DESIG. BM D 47 A 1938.
 NE0568
 NE0568                          STATION RECOVERY (2001)
 NE0568
 NE0568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE0568'THE BRONZE DISK IS MISSING. A CIRCULAR HOLE REMAINS IN THE CONCRETE.
 NE0568'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0567 ***********************************************************************
 NE0567  DESIGNATION -  D 47 USLS
 NE0567  PID         -  NE0567
 NE0567  STATE/COUNTY-  MI/WAYNE
 NE0567  COUNTRY     -  US
 NE0567  USGS QUAD   -  WYANDOTTE (2017)
 NE0567
 NE0567                         *CURRENT SURVEY CONTROL
 NE0567  ______________________________________________________________________
 NE0567* NAD 83(1986) POSITION- 42 10 34.     (N) 083 10 03.     (W)   SCALED
 NE0567* NAVD 88 ORTHO HEIGHT -   176.735 (meters)      579.84  (feet) POSTED
 NE0567  ______________________________________________________________________
 NE0567  GEOID HEIGHT    -        -34.730 (meters)                     GEOID18
 NE0567  DYNAMIC HEIGHT  -        176.68  (meters)      579.7   (feet) COMP
 NE0567  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 NE0567
 NE0567  VERT ORDER      -  * POSTED, SEE BELOW
 NE0567
 NE0567.The horizontal coordinates were scaled from a map and have
 NE0567.an estimated accuracy of +/- 6 seconds.
 NE0567
 NE0567.The orthometric height was determined by differential leveling
 NE0567.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NE0567
 NE0567.* This is a POSTED BENCH MARK height.
 NE0567
 NE0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0567.GEOID18 height accuracy estimate available here.
 NE0567
 NE0567.Click photographs - Photos may exist for this station.
 NE0567
 NE0567.The dynamic height is computed by dividing the NAVD 88
 NE0567.geopotential number by the normal gravity value computed on the
 NE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0567.degrees latitude (g = 980.6199 gals.).
 NE0567
 NE0567.The modeled gravity was interpolated from observed gravity values.
 NE0567
 NE0567;                    North         East    Units  Estimated Accuracy
 NE0567;SPC MI S     -    75,810.    4,099,070.      MT  (+/- 180 meters Scaled)
 NE0567
 NE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG209716(NAD 83)
 NE0567
 NE0567                          SUPERSEDED SURVEY CONTROL
 NE0567
 NE0567  NGVD 29 (??/??/92)  176.896  (m)          580.37   (f) ADJ UNCH    1 2
 NE0567
 NE0567.Superseded values are not recommended for survey control.
 NE0567
 NE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0567.See file dsdata.pdf to determine how the superseded data were derived.
 NE0567
 NE0567_MARKER: DD = SURVEY DISK
 NE0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0567_SP_SET: SIDEWALK
 NE0567_STAMPING: D 47 1938 MCK
 NE0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0567
 NE0567  HISTORY     - Date     Condition        Report By
 NE0567  HISTORY     - 1938     MONUMENTED       USLS
 NE0567  HISTORY     - 1954     GOOD             CGS
 NE0567  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0567  HISTORY     - 1983     GOOD             USPSQD
 NE0567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0567
 NE0567                          STATION DESCRIPTION
 NE0567
 NE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0567'2.4 MI N FROM TRENTON.
 NE0567'ABOUT 2.45 MILES NORTH ALONG WEST JEFFERSON AVENUE FROM PEOPLES
 NE0567'BANK AT TRENTON, AT AN S CURVE IN WEST JEFFERSON AVENUE, IN THE
 NE0567'TOP OF THE SOUTHEAST BRIDGE SIDE WALK OF BRIDGE OVER MANGUAGON
 NE0567'CREEK, 35 FEET SOUTHEAST OF CENTER LINE OF WEST JEFFERSON
 NE0567'AVENUE, 3 FEET SOUTHWEST OF NORTHEAST EDGE OF BRIDGE SIDE WALK,
 NE0567'0.5 FOOT SOUTHEAST OF NORTHWEST EDGE OF BRIDGE SIDE WALK, 6 FEET
 NE0567'NORTHWEST OF CONCRETE BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 NE0567'BRIDGE FLOOR.  NOTE-- THIS MARK WAS APPARENTLY SET TO REPLACE
 NE0567'D 47 (1930) AS THE DESCRIPTION DOES NOT FIT ORIGINAL DESCRIPTION
 NE0567'AND THE STAMPING IS 1938 INSTEAD OF 1930.
 NE0567
 NE0567                          STATION RECOVERY (1980)
 NE0567
 NE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0567'NOT RECOVERED, CONSIDERED DESTROYED A NEW SIDEWALK AND BRIDGE
 NE0567'SURFACE HAS BEEN PUT IN.
 NE0567
 NE0567                          STATION RECOVERY (1983)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0567'RECOVERED IN GOOD CONDITION.
 NE0567
 NE0567                          STATION RECOVERY (1987)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1987)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1988)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1989)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0564 ***********************************************************************
 NE0564  DESIGNATION -  D 48 USLS
 NE0564  PID         -  NE0564
 NE0564  STATE/COUNTY-  MI/WAYNE
 NE0564  COUNTRY     -  US
 NE0564  USGS QUAD   -  WYANDOTTE (2017)
 NE0564
 NE0564                         *CURRENT SURVEY CONTROL
 NE0564  ______________________________________________________________________
 NE0564* NAD 83(1986) POSITION- 42 09 49.     (N) 083 10 23.     (W)   SCALED
 NE0564* NAVD 88 ORTHO HEIGHT -   179.698 (meters)      589.56  (feet) ADJUSTED
 NE0564  ______________________________________________________________________
 NE0564  GEOID HEIGHT    -        -34.754 (meters)                     GEOID18
 NE0564  DYNAMIC HEIGHT  -        179.640 (meters)      589.37  (feet) COMP
 NE0564  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 NE0564
 NE0564  VERT ORDER      -  FIRST     CLASS II
 NE0564
 NE0564.The horizontal coordinates were scaled from a map and have
 NE0564.an estimated accuracy of +/- 6 seconds.
 NE0564
 NE0564.The orthometric height was determined by differential leveling and
 NE0564.adjusted by the NATIONAL GEODETIC SURVEY
 NE0564.in June 1991.
 NE0564
 NE0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0564.GEOID18 height accuracy estimate available here.
 NE0564
 NE0564.Click photographs - Photos may exist for this station.
 NE0564
 NE0564.The dynamic height is computed by dividing the NAVD 88
 NE0564.geopotential number by the normal gravity value computed on the
 NE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0564.degrees latitude (g = 980.6199 gals.).
 NE0564
 NE0564.The modeled gravity was interpolated from observed gravity values.
 NE0564
 NE0564;                    North         East    Units  Estimated Accuracy
 NE0564;SPC MI S     -    74,410.    4,098,630.      MT  (+/- 180 meters Scaled)
 NE0564
 NE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG204702(NAD 83)
 NE0564
 NE0564                          SUPERSEDED SURVEY CONTROL
 NE0564
 NE0564  NGVD 29 (??/??/92)  179.869  (m)          590.12   (f) ADJ UNCH    1 2
 NE0564
 NE0564.Superseded values are not recommended for survey control.
 NE0564
 NE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0564.See file dsdata.pdf to determine how the superseded data were derived.
 NE0564
 NE0564_MARKER: DD = SURVEY DISK
 NE0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0564_SP_SET: STONE WINDOW SILL
 NE0564_STAMPING: D 48 1932 MCK
 NE0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0564
 NE0564  HISTORY     - Date     Condition        Report By
 NE0564  HISTORY     - 1932     MONUMENTED       USLS
 NE0564  HISTORY     - 1954     GOOD             CGS
 NE0564  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0564  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0564
 NE0564                          STATION DESCRIPTION
 NE0564
 NE0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0564'1.6 MI N FROM TRENTON.
 NE0564'ABOUT 1.55 MILES NORTH ALONG WEST JEFFERSON AVENUE FROM PEOPLES
 NE0564'BANK AT TRENTON, ABOUT 0.55 MILE NORTH OF OVERPASS OF NEW YORK
 NE0564'CENTRAL RAILROAD OVER WEST JEFFERSON AVENUE, WEST AND ACROSS
 NE0564'WEST JEFFERSON AVENUE FROM GATE NO. 1 OF MC LOUTH STEEL CORPORATION,
 NE0564'11 1/2 FEET WEST OF WEST CURB LINE OF WEST JEFFERSON AVENUE,
 NE0564'SET VERTICALLY IN THE SOUTH END OF THE STONE WINDOW SILL OF THE
 NE0564'SECOND GROUP OF WINDOWS NORTH OF SOUTHEAST CORNER OF 2-STORY
 NE0564'BUILDING OF MC LOUTH STEEL CORPORATION, 21.8 FEET NORTH OF
 NE0564'SOUTHEAST CORNER OF BUILDING AND 2.6 FEET ABOVE GROUND.
 NE0564
 NE0564                          STATION RECOVERY (1980)
 NE0564
 NE0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0564'NOT RECOVERED, CONSIDERED DESTROYED AS THE PORTION OF BUILDING
 NE0564'MARK WAS IN IS NOW A SLIDING DOOR FOR THE SEAWAY MECHANICAL
 NE0564'CONTRACTORS INC.
 NE0564
 NE0564                          STATION RECOVERY (1983)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1986)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1987)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1987)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (ES)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1988)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1989)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0144 ***********************************************************************
 RK0144  DESIGNATION -  D 49
 RK0144  PID         -  RK0144
 RK0144  STATE/COUNTY-  MI/MARQUETTE
 RK0144  COUNTRY     -  US
 RK0144  USGS QUAD   -  SKANDIA (2017)
 RK0144
 RK0144                         *CURRENT SURVEY CONTROL
 RK0144  ______________________________________________________________________
 RK0144* NAD 83(1986) POSITION- 46 29 03.     (N) 087 12 24.     (W)   SCALED
 RK0144* NAVD 88 ORTHO HEIGHT -   191.427 (meters)      628.04  (feet) ADJUSTED
 RK0144  ______________________________________________________________________
 RK0144  GEOID HEIGHT    -        -35.052 (meters)                     GEOID18
 RK0144  DYNAMIC HEIGHT  -        191.442 (meters)      628.09  (feet) COMP
 RK0144  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 RK0144
 RK0144  VERT ORDER      -  FIRST     CLASS II
 RK0144
 RK0144.The horizontal coordinates were scaled from a map and have
 RK0144.an estimated accuracy of +/- 6 seconds.
 RK0144
 RK0144.The orthometric height was determined by differential leveling and
 RK0144.adjusted by the NATIONAL GEODETIC SURVEY
 RK0144.in June 1991.
 RK0144
 RK0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0144.GEOID18 height accuracy estimate available here.
 RK0144
 RK0144.Click photographs - Photos may exist for this station.
 RK0144
 RK0144.The dynamic height is computed by dividing the NAVD 88
 RK0144.geopotential number by the normal gravity value computed on the
 RK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0144.degrees latitude (g = 980.6199 gals.).
 RK0144
 RK0144.The modeled gravity was interpolated from observed gravity values.
 RK0144
 RK0144;                    North         East    Units  Estimated Accuracy
 RK0144;SPC MI N     -   189,060.    7,984,130.      MT  (+/- 180 meters Scaled)
 RK0144
 RK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS841478(NAD 83)
 RK0144
 RK0144                          SUPERSEDED SURVEY CONTROL
 RK0144
 RK0144  NGVD 29 (??/??/92)  191.403  (m)          627.96   (f) ADJ UNCH    1 2
 RK0144
 RK0144.Superseded values are not recommended for survey control.
 RK0144
 RK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0144.See file dsdata.pdf to determine how the superseded data were derived.
 RK0144
 RK0144_MARKER: DB = BENCH MARK DISK
 RK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0144_STAMPING: D 49 1934
 RK0144_MARK LOGO: CGS
 RK0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0144+STABILITY: SURFACE MOTION
 RK0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0144+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0144
 RK0144  HISTORY     - Date     Condition        Report By
 RK0144  HISTORY     - 1934     MONUMENTED       CGS
 RK0144  HISTORY     - 1935     GOOD             CGS
 RK0144  HISTORY     - 19980413 GOOD             NGS
 RK0144  HISTORY     - 20030917 GOOD             MIDT
 RK0144  HISTORY     - 20060701 GOOD             GEOCAC
 RK0144
 RK0144                          STATION DESCRIPTION
 RK0144
 RK0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0144'1 MI E FROM GORDON.
 RK0144'1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0144'FROM GORDON, MARQUETTE COUNTY, 18 FEET WEST OF A STATION ONE
 RK0144'MILE SIGN, 10 FEET SOUTH OF MILEPOST 144, AND 18 FEET NORTH
 RK0144'OF THE CENTERLINE OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RK0144'DISK, STAMPED D 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0144
 RK0144                          STATION RECOVERY (1998)
 RK0144
 RK0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0144'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0144'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0144'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0144'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0144'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0144'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0144
 RK0144                          STATION RECOVERY (2003)
 RK0144
 RK0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0144'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0144'HIGHWAY M-28, 5.2 MILES TO KAWBAWGAM ROAD.  GO SOUTH ON KAWBAWGAM ROAD
 RK0144'740 FEET TO THE ABANDONED RAILROAD GRADE.  GO EAST ON THE ABANDONED
 RK0144'RAILROAD GRADE, 1.6 MILES.  POINT IS 20.3 FEET NORTH OF APPROXIMATE
 RK0144'CENTERLINE OF ABANDONED RAILROAD GRADE AND IS MARKED WITH A CARSONITE
 RK0144'MARKER 1 FOOT TO THE SOUTH
 RK0144
 RK0144                          STATION RECOVERY (2006)
 RK0144
 RK0144'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0560 ***********************************************************************
 NE0560  DESIGNATION -  D 49 USLS
 NE0560  PID         -  NE0560
 NE0560  STATE/COUNTY-  MI/WAYNE
 NE0560  COUNTRY     -  US
 NE0560  USGS QUAD   -  WYANDOTTE (2017)
 NE0560
 NE0560                         *CURRENT SURVEY CONTROL
 NE0560  ______________________________________________________________________
 NE0560* NAD 83(1986) POSITION- 42 09 00.     (N) 083 10 34.     (W)   SCALED
 NE0560* NAVD 88 ORTHO HEIGHT -   180.352 (meters)      591.70  (feet) ADJUSTED
 NE0560  ______________________________________________________________________
 NE0560  GEOID HEIGHT    -        -34.783 (meters)                     GEOID18
 NE0560  DYNAMIC HEIGHT  -        180.294 (meters)      591.51  (feet) COMP
 NE0560  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 NE0560
 NE0560  VERT ORDER      -  FIRST     CLASS 0
 NE0560
 NE0560.The horizontal coordinates were scaled from a map and have
 NE0560.an estimated accuracy of +/- 6 seconds.
 NE0560
 NE0560.The orthometric height was determined by differential leveling and
 NE0560.adjusted by the NATIONAL GEODETIC SURVEY
 NE0560.in June 1991.
 NE0560
 NE0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0560.GEOID18 height accuracy estimate available here.
 NE0560
 NE0560.Click photographs - Photos may exist for this station.
 NE0560
 NE0560.The dynamic height is computed by dividing the NAVD 88
 NE0560.geopotential number by the normal gravity value computed on the
 NE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0560.degrees latitude (g = 980.6199 gals.).
 NE0560
 NE0560.The modeled gravity was interpolated from observed gravity values.
 NE0560
 NE0560;                    North         East    Units  Estimated Accuracy
 NE0560;SPC MI S     -    72,900.    4,098,400.      MT  (+/- 180 meters Scaled)
 NE0560
 NE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201687(NAD 83)
 NE0560
 NE0560                          SUPERSEDED SURVEY CONTROL
 NE0560
 NE0560  NGVD 29 (11/26/84)  180.527  (m)          592.28   (f) ADJUSTED    1 0
 NE0560
 NE0560.Superseded values are not recommended for survey control.
 NE0560
 NE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0560.See file dsdata.pdf to determine how the superseded data were derived.
 NE0560
 NE0560_MARKER: DD = SURVEY DISK
 NE0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0560_SP_SET: CONCRETE FOUNDATION
 NE0560_STAMPING: D 49 1932 MCK
 NE0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0560
 NE0560  HISTORY     - Date     Condition        Report By
 NE0560  HISTORY     - 1932     MONUMENTED       USLS
 NE0560  HISTORY     - 1954     GOOD             CGS
 NE0560  HISTORY     - 1980     GOOD             NGS
 NE0560  HISTORY     - 1983     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1988     GOOD             USPSQD
 NE0560  HISTORY     - 1989     GOOD             USPSQD
 NE0560  HISTORY     - 20010904 GOOD             INDIV
 NE0560  HISTORY     - 20031216 GOOD             USPSQD
 NE0560  HISTORY     - 20240722 MARK NOT FOUND   MCA
 NE0560
 NE0560                          STATION DESCRIPTION
 NE0560
 NE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0560'AT TRENTON.
 NE0560'AT TRENTON, ABOUT 0.55 MILE NORTH ALONG WEST JEFFERSON AVENUE
 NE0560'FROM PEOPLES BANK, AT THE INTERSECTION OF GEORGE STREET, 43 FEET
 NE0560'WEST OF WEST CURB OF WEST JEFFERSON AVENUE, 29 FEET NORTH OF
 NE0560'NORTH CURB OF GEORGE STREET, SET VERTICALLY IN THE SOUTH FACE
 NE0560'OF BRICK FOUNDATION OF SOUTH WING OF HOUSE NO. 2052 WEST
 NE0560'JEFFERSON AVENUE, 9.2 FEET WEST OF SOUTHEAST CORNER OF SOUTH WING
 NE0560'OF HOUSE, IN THE FIFTH COURSE OF BRICK ABOVE CONCRETE FOUNDATION
 NE0560'AND 2.1 FEET ABOVE GROUND.
 NE0560
 NE0560                          STATION RECOVERY (1980)
 NE0560
 NE0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1983)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1988)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1989)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (2001)
 NE0560
 NE0560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (2003)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 2003
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (2024)
 NE0560
 NE0560'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 NE0560'THE HOUSE HAS BEEN DEMOLISHED AND THE LOT IS VACANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0103 ***********************************************************************
 NE0103  DESIGNATION -  D 5
 NE0103  PID         -  NE0103
 NE0103  STATE/COUNTY-  MI/WAYNE
 NE0103  COUNTRY     -  US
 NE0103  USGS QUAD   -  BELLE ISLE (2017)
 NE0103
 NE0103                         *CURRENT SURVEY CONTROL
 NE0103  ______________________________________________________________________
 NE0103* NAD 83(1986) POSITION- 42 20 54.5    (N) 082 59 49.0    (W)   HD_HELD2
 NE0103* NAVD 88 ORTHO HEIGHT -   180.318 (meters)      591.59  (feet) ADJUSTED
 NE0103  ______________________________________________________________________
 NE0103  GEOID HEIGHT    -        -34.569 (meters)                     GEOID18
 NE0103  DYNAMIC HEIGHT  -        180.265 (meters)      591.42  (feet) COMP
 NE0103  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 NE0103
 NE0103  VERT ORDER      -  FIRST     CLASS 0
 NE0103
 NE0103.The horizontal coordinates were established by autonomous hand held GPS
 NE0103.observations and have an estimated accuracy of +/- 10 meters.
 NE0103
 NE0103.The orthometric height was determined by differential leveling and
 NE0103.adjusted by the NATIONAL GEODETIC SURVEY
 NE0103.in June 1991.
 NE0103
 NE0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0103.GEOID18 height accuracy estimate available here.
 NE0103
 NE0103.Click photographs - Photos may exist for this station.
 NE0103
 NE0103.The dynamic height is computed by dividing the NAVD 88
 NE0103.geopotential number by the normal gravity value computed on the
 NE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0103.degrees latitude (g = 980.6199 gals.).
 NE0103
 NE0103.The modeled gravity was interpolated from observed gravity values.
 NE0103
 NE0103;                    North         East    Units  Estimated Accuracy
 NE0103;SPC MI S     -    95,165.    4,112,851.      MT  (+/- 10 meters HH2 GPS)
 NE0103
 NE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3552090399(NAD 83)
 NE0103
 NE0103                          SUPERSEDED SURVEY CONTROL
 NE0103
 NE0103  NGVD 29 (11/26/84)  180.485  (m)          592.14   (f) ADJUSTED    1 0
 NE0103
 NE0103.Superseded values are not recommended for survey control.
 NE0103
 NE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0103.See file dsdata.pdf to determine how the superseded data were derived.
 NE0103
 NE0103_MARKER: DD = SURVEY DISK
 NE0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0103_SP_SET: BUILDING
 NE0103_STAMPING: D 5 CK 1932
 NE0103_MARK LOGO: USLS
 NE0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0103
 NE0103  HISTORY     - Date     Condition        Report By
 NE0103  HISTORY     - 1932     MONUMENTED       USLS
 NE0103  HISTORY     - 1970     GOOD             USLS
 NE0103  HISTORY     - 1980     GOOD             NGS
 NE0103  HISTORY     - 20020213 GOOD             USPSQD
 NE0103
 NE0103                          STATION DESCRIPTION
 NE0103
 NE0103'DESCRIBED BY US LAKE SURVEY 1970
 NE0103'IN DETROIT.
 NE0103'D 5 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0103'THREE AND ONE HALF BLOCKS EAST OF THE BELLE ISLE BRIDGE, BETWEEN
 NE0103'BALDWIN AND TOWNSEND AVENUES, ON SOUTH SIDE OF JEFFERSON AVENUE,
 NE0103'ON EAST FACE OF THE NAVAL ARMORY, 88.0 FEET FROM THE SOUTHEAST
 NE0103'CORNER OF THE BUILDING, AT ENTRANCE TO THE BOILER ROOM, 3.9
 NE0103'FEET ABOVE THE CONCRETE SIDEWALK, BEING HORIZONTAL LINE OF CROSS
 NE0103'ON BRONZE DISC SET INTO THE STONE WALL.  NOTE-- PREV. DESIG.
 NE0103'BM D 5 1932.
 NE0103
 NE0103                          STATION RECOVERY (1980)
 NE0103
 NE0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0103'RECOVERED IN GOOD CONDITION.
 NE0103
 NE0103                          STATION RECOVERY (2002)
 NE0103
 NE0103'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0361 ***********************************************************************
 RJ0361  DESIGNATION -  D 51
 RJ0361  PID         -  RJ0361
 RJ0361  STATE/COUNTY-  MI/CHIPPEWA
 RJ0361  COUNTRY     -  US
 RJ0361  USGS QUAD   -  HULBERT (2017)
 RJ0361
 RJ0361                         *CURRENT SURVEY CONTROL
 RJ0361  ______________________________________________________________________
 RJ0361* NAD 83(1986) POSITION- 46 17 47.     (N) 085 12 15.     (W)   SCALED
 RJ0361* NAVD 88 ORTHO HEIGHT -   219.755 (meters)      720.98  (feet) ADJUSTED
 RJ0361  ______________________________________________________________________
 RJ0361  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 RJ0361  DYNAMIC HEIGHT  -        219.771 (meters)      721.03  (feet) COMP
 RJ0361  MODELED GRAVITY -    980,681.4   (mgal)                       NAVD 88
 RJ0361
 RJ0361  VERT ORDER      -  FIRST     CLASS II
 RJ0361
 RJ0361.The horizontal coordinates were scaled from a map and have
 RJ0361.an estimated accuracy of +/- 6 seconds.
 RJ0361
 RJ0361.The orthometric height was determined by differential leveling and
 RJ0361.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0361.in June 1991.
 RJ0361
 RJ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0361.GEOID18 height accuracy estimate available here.
 RJ0361
 RJ0361.Click photographs - Photos may exist for this station.
 RJ0361
 RJ0361.The dynamic height is computed by dividing the NAVD 88
 RJ0361.geopotential number by the normal gravity value computed on the
 RJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0361.degrees latitude (g = 980.6199 gals.).
 RJ0361
 RJ0361.The modeled gravity was interpolated from observed gravity values.
 RJ0361
 RJ0361;                    North         East    Units  Estimated Accuracy
 RJ0361;SPC MI N     -   169,730.    8,138,340.      MT  (+/- 180 meters Scaled)
 RJ0361
 RJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS383285(NAD 83)
 RJ0361
 RJ0361                          SUPERSEDED SURVEY CONTROL
 RJ0361
 RJ0361  NGVD 29 (??/??/92)  219.751  (m)          720.97   (f) ADJ UNCH    1 2
 RJ0361
 RJ0361.Superseded values are not recommended for survey control.
 RJ0361
 RJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0361.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0361
 RJ0361_MARKER: DB = BENCH MARK DISK
 RJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0361_STAMPING: D 51 1934
 RJ0361_MARK LOGO: CGS
 RJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0361+STABILITY: SURFACE MOTION
 RJ0361
 RJ0361  HISTORY     - Date     Condition        Report By
 RJ0361  HISTORY     - 1934     MONUMENTED       CGS
 RJ0361  HISTORY     - 20180708 MARK NOT FOUND   INDIV
 RJ0361
 RJ0361                          STATION DESCRIPTION
 RJ0361
 RJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0361'3.8 MI SE FROM SOO JUNCTION.
 RJ0361'IN CHIPPEWA COUNTY, 3.8 MILES SOUTHEAST ALONG THE DULUTH, SOUTH
 RJ0361'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 50
 RJ0361'FEET SOUTHEAST OF MILEPOST 39, 10 FEET NORTHWEST OF BRIDGE 38.96,
 RJ0361'15 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND AT THE
 RJ0361'BOTTOM OF A FILL.  A STANDARD DISK, STAMPED D 51 1934 AND SET
 RJ0361'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 RJ0361
 RJ0361                          STATION RECOVERY (2018)
 RJ0361
 RJ0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (PNL)
 RJ0361'IT APPEARS THAT THE RAILROAD BRIDGE HAS BEEN REPLACED AND THE RAILROAD
 RJ0361'GRADE HAS BEEN RAISED SINCE THE 1934 DESCRIPTION.  THERE IS AN
 RJ0361'UNDERGROUND PHONE CABLE LINE LOCATED APPROXIMATELY 15 FT (4.6 M)
 RJ0361'NORTHEAST OF THE CENTERLINE OF THE RAILROAD, MARKED BY SIGNS, RUNNING
 RJ0361'PARALLEL WITH THE RAILROAD.  MILEPOST 39 IS MARKED BY A SIGN ON A
 RJ0361'METAL POST.
 RJ0361'
 RJ0361'USING THE DISTANCES FROM THE 1934 DESCRIPTION, MEASURING FROM THE
 RJ0361'NORTHWEST END OF THE RAILROAD BRIDGE AND FROM OPPOSITE MILEPOST 39
 RJ0361'RESULTED IN AN APPROXIMATE 25 FT (7.6 M) GAP BETWEEN LOCATIONS.  A
 RJ0361'THOROUGH SEARCH WAS MADE FOR THE MARK USING SURVEY GRADE GPS TO
 RJ0361'DETERMINE ELEVATION, ALONG AN AREA 15 FT (4.6 M) NORTHEAST OF THE
 RJ0361'CENTERLINE OF THE RAILROAD.  THIS AREA IS AT THE APPROXIMATE BASE OF
 RJ0361'THE STONE BALLAST OF THE RAILROAD AND AT THE AREA OF THE UNDERGROUND
 RJ0361'PHONE CABLE LINE.  THE RECORD ELEVATION VARIED FROM AT GRADE, DOWN TO
 RJ0361'1 FT (0.3 M) BELOW GRADE IN THE SEARCH AREA.  THE SEARCH WAS MADE BY
 RJ0361'PROBING AND DIGGING.
 RJ0361'
 RJ0361'IT IS LIKELY THAT THE MARK WAS DESTROYED BY THE UNDERGROUND PHONE
 RJ0361'CABLE INSTALLATION OR THE RAILROAD GRADE BEING RAISED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1389 ***********************************************************************
 NE1389  DESIGNATION -  D 51
 NE1389  PID         -  NE1389
 NE1389  STATE/COUNTY-  MI/WAYNE
 NE1389  COUNTRY     -  US
 NE1389  USGS QUAD   -  ROCKWOOD (2017)
 NE1389
 NE1389                         *CURRENT SURVEY CONTROL
 NE1389  ______________________________________________________________________
 NE1389* NAD 83(1994) POSITION- 42 06 28.14090(N) 083 09 17.92270(W)   ADJUSTED
 NE1389* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 NE1389  ______________________________________________________________________
 NE1389  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 NE1389  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 NE1389  HORZ ORDER      -  FIRST
 NE1389
 NE1389.The horizontal coordinates were established by classical geodetic methods
 NE1389.and adjusted by the National Geodetic Survey in February 1997.
 NE1389
 NE1389.The orthometric height was scaled from a topographic map.
 NE1389
 NE1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1389.GEOID18 height accuracy estimate available here.
 NE1389
 NE1389.Click photographs - Photos may exist for this station.
 NE1389
 NE1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1389
 NE1389. The following values were computed from the NAD 83(1994) position.
 NE1389
 NE1389;                    North         East     Units Scale Factor Converg.
 NE1389;SPC MI S     -    68,236.993 4,100,215.999   MT  0.99999816   +0 49 28.5
 NE1389;SPC MI S     -   223,874.65 13,452,152.23   iFT  0.99999816   +0 49 28.5
 NE1389;UTM  17      - 4,663,994.406   321,827.079   MT  0.99999063   -1 26 43.3
 NE1389
 NE1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1389!SPC MI S     -   0.99997759  x   0.99999816  =   0.99997575
 NE1389!UTM  17      -   0.99997759  x   0.99999063  =   0.99996822
 NE1389
 NE1389:                Primary Azimuth Mark                     Grid Az
 NE1389:SPC MI S     -  D 51 AZ MK                               149 27 47.3
 NE1389:UTM  17      -  D 51 AZ MK                               151 43 59.1
 NE1389
 NE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2182763994(NAD 83)
 NE1389
 NE1389|---------------------------------------------------------------------|
 NE1389| PID    Reference Object                     Distance      Geod. Az  |
 NE1389|                                                           dddmmss.s |
 NE1389| CH0943 D 51 RM 1                            32.217 METERS 14742     |
 NE1389| CH0942 D 51 AZ MK                                         1501715.8 |
 NE1389| CH0944 D 51 RM 2                            38.935 METERS 22940     |
 NE1389|---------------------------------------------------------------------|
 NE1389
 NE1389                          SUPERSEDED SURVEY CONTROL
 NE1389
 NE1389  NAD 83(1986)-  42 06 28.15165(N)    083 09 17.95004(W) AD(       ) 1
 NE1389  NAD 27      -  42 06 27.99500(N)    083 09 18.21740(W) AD(       ) 1
 NE1389
 NE1389.Superseded values are not recommended for survey control.
 NE1389
 NE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1389.See file dsdata.pdf to determine how the superseded data were derived.
 NE1389
 NE1389_MARKER: DS = TRIANGULATION STATION DISK
 NE1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1389_STAMPING: D 51 1957
 NE1389_MARK LOGO: CGS
 NE1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1389+STABILITY: SURFACE MOTION
 NE1389
 NE1389  HISTORY     - Date     Condition        Report By
 NE1389  HISTORY     - 1957     MONUMENTED       CGS
 NE1389  HISTORY     - 1976     GOOD             NGS
 NE1389  HISTORY     - 1980     GOOD             MIDH
 NE1389  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE1389  HISTORY     - 20200318 MARK NOT FOUND   MCA
 NE1389
 NE1389                          STATION DESCRIPTION
 NE1389
 NE1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1389'THE STATION IS ABOUT 16.0 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 NE1389'DETROIT ON THE SOUTHERN PART OF GROSSE ILE ISLAND, 0.25 MILE EAST OF
 NE1389'THE MAIN GATE TO THE GROSSE ILE NAVAL AIR STATION AT THE SITE OF THE
 NE1389'U.S. ARMY NIKE SITE D 51.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 NE1389'IS STAMPED D 51 1957.
 NE1389'
 NE1389'TO REACH THE STATION FROM THE INTERSECTION OF WEST ROAD AND WEST
 NE1389'JEFFERSON AVENUE IN TRENTON, GO SOUTH ON WEST JEFFERSON AVENUE FOR
 NE1389'0.15 MILE TO WALNUT STREET.  TURN RIGHT AND GO WEST ON WEST JEFFERSON
 NE1389'AVENUE FOR 0.2 MILE TO 5 TH STREET.  TURN LEFT AND GO SOUTH ON WEST
 NE1389'JEFFERSON AVENUE AND 5TH STREET FOR 0.75 MILE TO GROSSE ILE PARKWAY.
 NE1389'TURN LEFT AND GO EAST ON GROSE ILE PARKWAY FOR 1.35 MILES TO MERIDAN
 NE1389'ROAD.  TURN RIGHT AND GO SOUTH ON MERIDAN ROAD FOR 1.3 MILES TO THE
 NE1389'ENTRANCE TO GROSSE ILE NAVAL AIR STATION AND GROH ROAD ON THE LEFT*.
 NE1389'TURN LEFT AND GO EAST ON GROH ROAD FOR 0.25 MILE TO THE D 51 NIKE SITE
 NE1389'ENTRANCE ON THE LEFT. TURN LEFT THROUGH GATE AND GO EASTERLY ON
 NE1389'DRIVEWAY FOR 0.05 MILE TO THE SOUTH RADAR VAN AND THE STATION.
 NE1389'
 NE1389'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO THROUGH GATE AT
 NE1389'ENTRANCE TO THE GROSSE ILE NAVAL AIR STATION, TURN SHARP LEFT AND GO
 NE1389'EAST ON PAVED ROAD FOR 0.2 MILE TO A CYCLONE FENCE GATE.  PASS THROUGH
 NE1389'GATE AND CONTINUE EAST ON GRAVELED ROAD FOR 0.3 MILE TO WHERE ROAD
 NE1389'TURNS SHARP RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.25
 NE1389'MILE TO THE AZIMUTH MARK ON THE LEFT ON THE TOP OF A SMALL ROAD BANK.
 NE1389'
 NE1389'REFERENCE MARK 1 IS 99 FEET WEST OF A CYCLONE FENCE CORNER, AND 1 FOOT
 NE1389'NORTH OF THE CYCLONE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 NE1389'DISK IS STAMPED D 51 NO 1 1957.
 NE1389'
 NE1389'REFERENCE MARK 2 IS 116 FEET SOUTH OF THE SOUTH OF THE SOUTHEAST
 NE1389'CORNER OF A CONCRETE BLOCK BUILDING (POWER HOUSE), 1 FOOT NORTH OF THE
 NE1389'CYCLONE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NE1389'D 51 NO 2 1957.
 NE1389'
 NE1389'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 NE1389'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 NE1389'CYCLONE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NE1389'D 51 1957.
 NE1389'
 NE1389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1389
 NE1389                          STATION RECOVERY (1976)
 NE1389
 NE1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 NE1389'FROM THE INTERSECTION OF MERIDIAN ROAD AND GROH ROAD AT THE ENTRANCE
 NE1389'TO GROSSE ILE MUNICIPAL AIRPORT.  PROCEED EAST ON GROH ROAD 0.25 MILE
 NE1389'TO AN ABANDONDED NIKE SITE ON THE LEFT (N).  THE MARK IS 279 FT ENEAST
 NE1389'OF THE C/L OF THE ENTRANCE GATE TO THE ABANDONED NIKE SITE, 3.5 FT E
 NE1389'OF E EDGE OF A SIDEWALK, 33.4 FT N OF THE SOUTHLY END OF THE SIDEWALK.
 NE1389'A STANDARD DISK STAMPED D 51, 1957 SET IN A CONCRETE POST 0.5 FT BELOW
 NE1389'THE SURFACE.
 NE1389'
 NE1389'R.M. NO. 1 IS 99 FT WEST OF A CYCLONE FENCE CORNER AND 1.0 FT N OF THE
 NE1389'FENCE.  IT IS A STANDARD R.M. DISK.
 NE1389'
 NE1389'R.M. NO. 2 IS 17.2 FT E OF THE C/L OF THE GATE AND 1 FT N OF THE
 NE1389'FENCE.  A STANDARD R.M. DISK STAMPED D 51 NO 2 1957 SET IN CONCRETE, A
 NE1389'MONUMENT PROJECTING 0.2 FT.
 NE1389'
 NE1389'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 NE1389'ORIGINAL DESCRIPTION.  HOWEVER IT WAS NOT VISIBLE FROM THE GROUND.
 NE1389'
 NE1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GROSSE ILE
 NE1389'MUNICIPAL AIRPORT.
 NE1389
 NE1389                          STATION RECOVERY (1980)
 NE1389
 NE1389'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1389'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1389'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 NE1389'
 NE1389'THE TO REACH AND DESCRIPTION ARE ADEQUATE.
 NE1389
 NE1389                          STATION RECOVERY (1989)
 NE1389
 NE1389'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1389'MARK NOT FOUND.
 NE1389
 NE1389                          STATION RECOVERY (2020)
 NE1389
 NE1389'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE1389'VRS STAKEOUT FALLS IN A LANDSCAPING STORAGE YARD AND 12 FT (3.7 M) OF
 NE1389'EARTH HAS BEEN REMOVED FROM THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0524 ***********************************************************************
 NE0524  DESIGNATION -  D 51 USLS
 NE0524  PID         -  NE0524
 NE0524  STATE/COUNTY-  MI/WAYNE
 NE0524  COUNTRY     -  US
 NE0524  USGS QUAD   -  ROCKWOOD (2017)
 NE0524
 NE0524                         *CURRENT SURVEY CONTROL
 NE0524  ______________________________________________________________________
 NE0524* NAD 83(1986) POSITION- 42 06 52.9    (N) 083 11 32.3    (W)   HD_HELD2
 NE0524* NAVD 88 ORTHO HEIGHT -   177.083 (meters)      580.98  (feet) ADJUSTED
 NE0524  ______________________________________________________________________
 NE0524  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 NE0524  DYNAMIC HEIGHT  -        177.025 (meters)      580.79  (feet) COMP
 NE0524  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 NE0524
 NE0524  VERT ORDER      -  FIRST     CLASS 0
 NE0524
 NE0524.The horizontal coordinates were established by autonomous hand held GPS
 NE0524.observations and have an estimated accuracy of +/- 10 meters.
 NE0524
 NE0524.The orthometric height was determined by differential leveling and
 NE0524.adjusted by the NATIONAL GEODETIC SURVEY
 NE0524.in June 1991.
 NE0524
 NE0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0524.GEOID18 height accuracy estimate available here.
 NE0524
 NE0524.Click photographs - Photos may exist for this station.
 NE0524
 NE0524.The dynamic height is computed by dividing the NAVD 88
 NE0524.geopotential number by the normal gravity value computed on the
 NE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0524.degrees latitude (g = 980.6199 gals.).
 NE0524
 NE0524.The modeled gravity was interpolated from observed gravity values.
 NE0524
 NE0524;                    North         East    Units  Estimated Accuracy
 NE0524;SPC MI S     -    68,957.    4,097,118.      MT  (+/- 10 meters HH2 GPS)
 NE0524
 NE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1876064836(NAD 83)
 NE0524
 NE0524                          SUPERSEDED SURVEY CONTROL
 NE0524
 NE0524  NGVD 29 (11/26/84)  177.254  (m)          581.54   (f) ADJUSTED    1 0
 NE0524
 NE0524.Superseded values are not recommended for survey control.
 NE0524
 NE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0524.See file dsdata.pdf to determine how the superseded data were derived.
 NE0524
 NE0524_MARKER: DD = SURVEY DISK
 NE0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0524_SP_SET: CONCRETE BLOCK
 NE0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0524+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2014
 NE0524
 NE0524  HISTORY     - Date     Condition        Report By
 NE0524  HISTORY     - 1940     MONUMENTED       USLS
 NE0524  HISTORY     - 1970     GOOD             USLS
 NE0524  HISTORY     - 1980     GOOD             NGS
 NE0524  HISTORY     - 19991023 GOOD             USPSQD
 NE0524  HISTORY     - 20140401 GOOD             INDIV
 NE0524
 NE0524                          STATION DESCRIPTION
 NE0524
 NE0524'DESCRIBED BY US LAKE SURVEY 1970
 NE0524'IN TRENTON.
 NE0524'D 51 A IS IN SOUTH PART OF TRENTON, WAYNE COUNTY, MICHIGAN, ON
 NE0524'THE WEST SIDE OF RIVER ROAD, ON NORTH FACE OF FOUNDATION OF FRAME
 NE0524'HOUSE AT 5586, 31.5 FEET FROM THE NORTHEAST CORNER, 2 FEET
 NE0524'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON A BRONZE
 NE0524'DISC SET INTO THE CONCRETE BLOCK FOUNDATION.  NOTE-- PREV. DESIG.
 NE0524'BM D 51 A 1940
 NE0524
 NE0524                          STATION RECOVERY (1980)
 NE0524
 NE0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0524'RECOVERED IN GOOD CONDITION.
 NE0524
 NE0524                          STATION RECOVERY (1999)
 NE0524
 NE0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0524'RECOVERED IN GOOD CONDITION.
 NE0524
 NE0524                          STATION RECOVERY (2014)
 NE0524
 NE0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JIS)
 NE0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0235 ***********************************************************************
 QK0235  DESIGNATION -  D 52
 QK0235  PID         -  QK0235
 QK0235  STATE/COUNTY-  MI/MACKINAC
 QK0235  COUNTRY     -  US
 QK0235  USGS QUAD   -  SAINT IGNACE (2017)
 QK0235
 QK0235                         *CURRENT SURVEY CONTROL
 QK0235  ______________________________________________________________________
 QK0235* NAD 83(1986) POSITION- 45 52 06.9    (N) 084 43 22.1    (W)   HD_HELD2
 QK0235* NAVD 88 ORTHO HEIGHT -   178.717 (meters)      586.34  (feet) ADJUSTED
 QK0235  ______________________________________________________________________
 QK0235  GEOID HEIGHT    -        -35.385 (meters)                     GEOID18
 QK0235  DYNAMIC HEIGHT  -        178.724 (meters)      586.36  (feet) COMP
 QK0235  MODELED GRAVITY -    980,649.9   (mgal)                       NAVD 88
 QK0235
 QK0235  VERT ORDER      -  FIRST     CLASS 0
 QK0235
 QK0235.The horizontal coordinates were established by autonomous hand held GPS
 QK0235.observations and have an estimated accuracy of +/- 10 meters.
 QK0235
 QK0235.The orthometric height was determined by differential leveling and
 QK0235.adjusted by the NATIONAL GEODETIC SURVEY
 QK0235.in June 1991.
 QK0235
 QK0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0235.GEOID18 height accuracy estimate available here.
 QK0235
 QK0235.Click photographs - Photos may exist for this station.
 QK0235
 QK0235.The dynamic height is computed by dividing the NAVD 88
 QK0235.geopotential number by the normal gravity value computed on the
 QK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0235.degrees latitude (g = 980.6199 gals.).
 QK0235
 QK0235.The modeled gravity was interpolated from observed gravity values.
 QK0235
 QK0235;                    North         East    Units  Estimated Accuracy
 QK0235;SPC MI N     -   123,159.    8,176,779.      MT  (+/- 10 meters HH2 GPS)
 QK0235
 QK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7674481967(NAD 83)
 QK0235
 QK0235                          SUPERSEDED SURVEY CONTROL
 QK0235
 QK0235  NGVD 29 (??/??/92)  178.761  (m)          586.49   (f) ADJ UNCH    1 0
 QK0235
 QK0235.Superseded values are not recommended for survey control.
 QK0235
 QK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0235.See file dsdata.pdf to determine how the superseded data were derived.
 QK0235
 QK0235_MARKER: DB = BENCH MARK DISK
 QK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0235_STAMPING: D 52 1934
 QK0235_MARK LOGO: CGS
 QK0235_PROJECTION: FLUSH
 QK0235_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0235+STABILITY: SURFACE MOTION
 QK0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0235+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 QK0235
 QK0235  HISTORY     - Date     Condition        Report By
 QK0235  HISTORY     - 1934     MONUMENTED       CGS
 QK0235  HISTORY     - 1972     GOOD             NGS
 QK0235  HISTORY     - 1975     GOOD             NGS
 QK0235  HISTORY     - 1983     GOOD             NGS
 QK0235  HISTORY     - 19950701 GOOD             USPSQD
 QK0235  HISTORY     - 20020507 GOOD             MIDT
 QK0235  HISTORY     - 20020605 GOOD             MIDT
 QK0235  HISTORY     - 20030606 GOOD             USPSQD
 QK0235  HISTORY     - 20060830 GOOD             USPSQD
 QK0235  HISTORY     - 20170821 GOOD             MIDT
 QK0235
 QK0235                          STATION DESCRIPTION
 QK0235
 QK0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0235'AT ST IGNACE.
 QK0235'AT ST IGNACE, ABOUT 200 YARDS NORTH OF THE JUNCTION OF STATE
 QK0235'STREET AND TRUCKEY STREET, ON A DOCK FOR THE ARNOLD LINE BOATS,
 QK0235'(STATE OWNED DOCK), 77 FEET NORTH OF THE NORTH CORNER OF THE
 QK0235'MICHIGAN EMPLOYMENT SECURITY COMMISSION BLDG, 54.5 FEET SOUTHEAST
 QK0235'OF THE SOUTH CORNER OF THE ELEVATOR BLDG, 9 FEET NORTHEAST OF
 QK0235'THE NORTHEAST CURB OF A PARKING AREA, 27 1/2 FEET SOUTHWEST OF
 QK0235'THE CENTER ONE OF THREE ANCHOR BITS, 0.5 FOOT NORTHEAST OF THE
 QK0235'NORTHEAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND
 QK0235'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 QK0235'GROUND.
 QK0235
 QK0235                          STATION RECOVERY (1975)
 QK0235
 QK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (1983)
 QK0235
 QK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0235'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0235'0.6 KM (0.4 MI) NORTHWEST ALONG STATE STREET AND INTERSTATE HIGHWAY 75
 QK0235'BUSINESS FROM THE POST OFFICE, AT THE STATE DOCK WHICH IS NOW LEASED
 QK0235'BY THE ARNOLD FERRY LINES, 23.4 METERS (76.8 FT) NORTHWEST OF WAITING
 QK0235'ROOM BUILDING, 16.67 METERS (54.7 FT) SOUTHEAST OF THE SOUTH CORNER OF
 QK0235'STORAGE BUILDING, 10.24 METERS (33.6 FT) SOUTHWEST OF LAKE FACE OF
 QK0235'SEAWALL, AND 0.15 METERS (0.5 FT) EAST OF EAST EDGE OF SIDEWALK.
 QK0235
 QK0235                          STATION RECOVERY (1995)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (2002)
 QK0235
 QK0235'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QK0235'MARK IS LOCATED 7.5 FT SOUTHWEST OF A CHAIN LINK FENCE AT THE
 QK0235'NORTHEAST END OF THE PARKING AREA, 32.5 FT N63W OF THE SOUTH END OF
 QK0235'FENCE, 31 FT S37E OF NORTH END OF FENCE AND 8.5 FT NE OF THE BACK OF
 QK0235'CURB. ABOUT LEVEL WITH THE WALK.
 QK0235
 QK0235                          STATION RECOVERY (2002)
 QK0235
 QK0235'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0235'IN ADDITION THE TO THE PREVIOUS DESCRIPTION THE POINT IS .75' NE OF
 QK0235'SIDEWALK NEAR PARKING LOT, 30.8' N12W OF A BOX ELDER, AND 65.9' S76W
 QK0235'OF EASTERN MOST MORING POST ON LOADING DOCK.
 QK0235
 QK0235                          STATION RECOVERY (2003)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (2006)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (2017)
 QK0235
 QK0235'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (LEW)
 QK0235'THE MARK IS LOCATED AT THE STAR LINE FERRY DOCK NO. 2 (FORMERLY ARNOLD
 QK0235'LINE FERRY).  THE WITNESS DISTANCES IN THE 1972 AND 1983 DESCRIPTIONS
 QK0235'ALL CHECK.  FROM THE 2002 RECOVERY, THE CHAIN LINK FENCE HAS BEEN
 QK0235'REMOVED, EACH END POST IS STILL IN PLACE, 30.8 FT (9.4 M) SOUTHEAST OF
 QK0235'A TWIN BOX ELDER AND 65.9 FT (20.1 M) WEST OF A MOORING POST ON THE
 QK0235'SOUTHEAST SIDE OF THE LOADING RAMP AT THE LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0515 ***********************************************************************
 NE0515  DESIGNATION -  D 53
 NE0515  PID         -  NE0515
 NE0515  STATE/COUNTY-  MI/WAYNE
 NE0515  COUNTRY     -  US
 NE0515  USGS QUAD   -  ROCKWOOD (2017)
 NE0515
 NE0515                         *CURRENT SURVEY CONTROL
 NE0515  ______________________________________________________________________
 NE0515* NAD 83(1986) POSITION- 42 05 47.     (N) 083 11 28.     (W)   SCALED
 NE0515* NAVD 88 ORTHO HEIGHT -   177.913 (meters)      583.70  (feet) ADJUSTED
 NE0515  ______________________________________________________________________
 NE0515  GEOID HEIGHT    -        -34.908 (meters)                     GEOID18
 NE0515  DYNAMIC HEIGHT  -        177.854 (meters)      583.51  (feet) COMP
 NE0515  MODELED GRAVITY -    980,286.2   (mgal)                       NAVD 88
 NE0515
 NE0515  VERT ORDER      -  FIRST     CLASS 0
 NE0515
 NE0515.The horizontal coordinates were scaled from a map and have
 NE0515.an estimated accuracy of +/- 6 seconds.
 NE0515
 NE0515.The orthometric height was determined by differential leveling and
 NE0515.adjusted by the NATIONAL GEODETIC SURVEY
 NE0515.in June 1991.
 NE0515
 NE0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0515.GEOID18 height accuracy estimate available here.
 NE0515
 NE0515.Click photographs - Photos may exist for this station.
 NE0515
 NE0515.The dynamic height is computed by dividing the NAVD 88
 NE0515.geopotential number by the normal gravity value computed on the
 NE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0515.degrees latitude (g = 980.6199 gals.).
 NE0515
 NE0515.The modeled gravity was interpolated from observed gravity values.
 NE0515
 NE0515;                    North         East    Units  Estimated Accuracy
 NE0515;SPC MI S     -    66,930.    4,097,250.      MT  (+/- 180 meters Scaled)
 NE0515
 NE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG188628(NAD 83)
 NE0515
 NE0515                          SUPERSEDED SURVEY CONTROL
 NE0515
 NE0515  NGVD 29 (11/26/84)  178.081  (m)          584.25   (f) ADJUSTED    1 0
 NE0515
 NE0515.Superseded values are not recommended for survey control.
 NE0515
 NE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0515.See file dsdata.pdf to determine how the superseded data were derived.
 NE0515
 NE0515_MARKER: DD = SURVEY DISK
 NE0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0515_SP_SET: BUILDING
 NE0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0515
 NE0515  HISTORY     - Date     Condition        Report By
 NE0515  HISTORY     - 1932     MONUMENTED       USLS
 NE0515  HISTORY     - 1970     GOOD             USLS
 NE0515  HISTORY     - 1980     GOOD             NGS
 NE0515  HISTORY     - 19991023 GOOD             USPSQD
 NE0515  HISTORY     - 20150925 POOR             USPSQD
 NE0515
 NE0515                          STATION DESCRIPTION
 NE0515
 NE0515'DESCRIBED BY US LAKE SURVEY 1970
 NE0515'IN GIBRALTAR.
 NE0515'D 53 IS IN THE NORTH PART OF GIBRALTAR, WAYNE COUNTY, MICHIGAN,
 NE0515'AT AN ANGLE IN THE OLD GIBRALTAR ROAD, ON NORTH FACE OF A
 NE0515'CONCRETE BLOCK GARAGE AT 29005 GIBRALTAR ROAD, 3.2 FEET FROM
 NE0515'THE NORTHEAST CORNER, 4 FEET ABOVE THE GROUND, BEING HORIZONTAL
 NE0515'LINE OF CROSS ON BRONZE DISC SET INTO THE WALL.  NOTE-- PREV.
 NE0515'DESIG. BM D 53 1932
 NE0515
 NE0515                          STATION RECOVERY (1980)
 NE0515
 NE0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0515'RECOVERED IN GOOD CONDITION.
 NE0515
 NE0515                          STATION RECOVERY (1999)
 NE0515
 NE0515'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0515'RECOVERED IN GOOD CONDITION.
 NE0515
 NE0515                          STATION RECOVERY (2015)
 NE0515
 NE0515'RECOVERY NOTE BY US POWER SQUADRON 2015 (MLG)
 NE0515'MARK IS LOCATED ON THE NORTH WALL 3 BRICKS IN AND 6 BRICKS UP FROM THE
 NE0515'NORTHEAST CORNER OF THE BUILDING.  THE MARK AND THE BUILDING HAVE BEEN
 NE0515'PAINTED TAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0068 ***********************************************************************
 RJ0068  DESIGNATION -  D 53
 RJ0068  PID         -  RJ0068
 RJ0068  STATE/COUNTY-  MI/CHIPPEWA
 RJ0068  COUNTRY     -  US
 RJ0068  USGS QUAD   -  STALWART (2017)
 RJ0068
 RJ0068                         *CURRENT SURVEY CONTROL
 RJ0068  ______________________________________________________________________
 RJ0068* NAD 83(1986) POSITION- 46 05 44.     (N) 084 14 16.     (W)   SCALED
 RJ0068* NAVD 88 ORTHO HEIGHT -   210.474 (meters)      690.53  (feet) ADJUSTED
 RJ0068  ______________________________________________________________________
 RJ0068  GEOID HEIGHT    -        -36.302 (meters)                     GEOID18
 RJ0068  DYNAMIC HEIGHT  -        210.481 (meters)      690.55  (feet) COMP
 RJ0068  MODELED GRAVITY -    980,642.9   (mgal)                       NAVD 88
 RJ0068
 RJ0068  VERT ORDER      -  FIRST     CLASS 0
 RJ0068
 RJ0068.The horizontal coordinates were scaled from a map and have
 RJ0068.an estimated accuracy of +/- 6 seconds.
 RJ0068
 RJ0068.The orthometric height was determined by differential leveling and
 RJ0068.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0068.in June 1991.
 RJ0068
 RJ0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0068.GEOID18 height accuracy estimate available here.
 RJ0068
 RJ0068.Click photographs - Photos may exist for this station.
 RJ0068
 RJ0068.The dynamic height is computed by dividing the NAVD 88
 RJ0068.geopotential number by the normal gravity value computed on the
 RJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0068.degrees latitude (g = 980.6199 gals.).
 RJ0068
 RJ0068.The modeled gravity was interpolated from observed gravity values.
 RJ0068
 RJ0068;                    North         East    Units  Estimated Accuracy
 RJ0068;SPC MI N     -   149,570.    8,213,540.      MT  (+/- 180 meters Scaled)
 RJ0068
 RJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS135083(NAD 83)
 RJ0068
 RJ0068                          SUPERSEDED SURVEY CONTROL
 RJ0068
 RJ0068  NGVD 29 (??/??/92)  210.450  (m)          690.45   (f) ADJ UNCH    1 0
 RJ0068
 RJ0068.Superseded values are not recommended for survey control.
 RJ0068
 RJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0068.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0068
 RJ0068_MARKER: DS = TRIANGULATION STATION DISK
 RJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0068_STAMPING: D 53 1934
 RJ0068_MARK LOGO: CGS
 RJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0068+STABILITY: SURFACE MOTION
 RJ0068
 RJ0068  HISTORY     - Date     Condition        Report By
 RJ0068  HISTORY     - 1934     MONUMENTED       CGS
 RJ0068  HISTORY     - 1972     GOOD             USLS
 RJ0068  HISTORY     - 1983     GOOD             NGS
 RJ0068  HISTORY     - 19940729 GOOD             USPSQD
 RJ0068
 RJ0068                          STATION DESCRIPTION
 RJ0068
 RJ0068'DESCRIBED BY US LAKE SURVEY 1972
 RJ0068'AT STALWART.
 RJ0068'D 53 A BENCH MARK OF THE FORMER U.S. COAST AND GEODETIC SURVEY,
 RJ0068'IS AT STALWART, CHIPPEWA COUNTY, MICHIGAN, 60.5 FEET SOUTH OF
 RJ0068'SOUTHWEST FENCE CORNER, 45.3 FEET NORTHWEST OF NORTHWEST CORNER
 RJ0068'OF POST OFFICE (ALSO GENERAL STORE), 39 FEET EAST OF CENTERLINE
 RJ0068'OF HIGHWAY M-48, 12.8 FEET NORTHWEST OF MOS WESTERLY PINE IN
 RJ0068'ROW OF PINES, 3.0 FEET NORTH OF 18-INCH STUMP, 1/4-FOOT ABOVE THE
 RJ0068'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 RJ0068'SET INTO TOP OF 6X6-INCH CONCRETE POST.
 RJ0068
 RJ0068                          STATION RECOVERY (1983)
 RJ0068
 RJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0068'RECOVERED THIS DATE.  NOTE, ADD 0.15 METERS (0.5 FT) SOUTH OF A
 RJ0068'WITNESS POST.
 RJ0068
 RJ0068                          STATION RECOVERY (1994)
 RJ0068
 RJ0068'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0459 ***********************************************************************
 RJ0459  DESIGNATION -  D 54
 RJ0459  PID         -  RJ0459
 RJ0459  STATE/COUNTY-  MI/MACKINAC
 RJ0459  COUNTRY     -  US
 RJ0459  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0459
 RJ0459                         *CURRENT SURVEY CONTROL
 RJ0459  ______________________________________________________________________
 RJ0459* NAD 83(1986) POSITION- 46 03 03.     (N) 085 49 05.     (W)   SCALED
 RJ0459* NAVD 88 ORTHO HEIGHT -   216.032 (meters)      708.77  (feet) ADJUSTED
 RJ0459  ______________________________________________________________________
 RJ0459  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 RJ0459  DYNAMIC HEIGHT  -        216.043 (meters)      708.80  (feet) COMP
 RJ0459  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 RJ0459
 RJ0459  VERT ORDER      -  SECOND    CLASS 0
 RJ0459
 RJ0459.The horizontal coordinates were scaled from a map and have
 RJ0459.an estimated accuracy of +/- 6 seconds.
 RJ0459
 RJ0459.The orthometric height was determined by differential leveling and
 RJ0459.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0459.in June 1991.
 RJ0459
 RJ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0459.GEOID18 height accuracy estimate available here.
 RJ0459
 RJ0459.Click photographs - Photos may exist for this station.
 RJ0459
 RJ0459.The dynamic height is computed by dividing the NAVD 88
 RJ0459.geopotential number by the normal gravity value computed on the
 RJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0459.degrees latitude (g = 980.6199 gals.).
 RJ0459
 RJ0459.The modeled gravity was interpolated from observed gravity values.
 RJ0459
 RJ0459;                    North         East    Units  Estimated Accuracy
 RJ0459;SPC MI N     -   141,560.    8,091,460.      MT  (+/- 180 meters Scaled)
 RJ0459
 RJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES914003(NAD 83)
 RJ0459
 RJ0459                          SUPERSEDED SURVEY CONTROL
 RJ0459
 RJ0459  NGVD 29 (??/??/92)  216.007  (m)          708.68   (f) ADJ UNCH    2 0
 RJ0459
 RJ0459.Superseded values are not recommended for survey control.
 RJ0459
 RJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0459.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0459
 RJ0459_MARKER: DB = BENCH MARK DISK
 RJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0459_STAMPING: D 54 1934
 RJ0459_MARK LOGO: CGS
 RJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0459+STABILITY: SURFACE MOTION
 RJ0459
 RJ0459  HISTORY     - Date     Condition        Report By
 RJ0459  HISTORY     - 1934     MONUMENTED       CGS
 RJ0459  HISTORY     - 1938     GOOD             CGS
 RJ0459  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0459  HISTORY     - 1987     GOOD             USPSQD
 RJ0459
 RJ0459                          STATION DESCRIPTION
 RJ0459
 RJ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0459'7.6 MI W FROM GOULD CITY.
 RJ0459'7.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0459'MARIE RAILWAY FROM THE STATION AT GOULD CITY, MACKINAC COUNTY,
 RJ0459'3 FEET EAST OF MILEPOST 409, 19 RAILS EAST OF A SMALL WOODEN
 RJ0459'BRIDGE OVER A CREEK, 12 FEET SOUTH OF THE CENTERLINE OF THE
 RJ0459'MAIN TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RJ0459'STAMPED D 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0459
 RJ0459                          STATION RECOVERY (1972)
 RJ0459
 RJ0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0459'MARK NOT FOUND.
 RJ0459
 RJ0459                          STATION RECOVERY (1987)
 RJ0459
 RJ0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 RJ0459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0063 ***********************************************************************
 RK0063  DESIGNATION -  D 55
 RK0063  PID         -  RK0063
 RK0063  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0063  COUNTRY     -  US
 RK0063  USGS QUAD   -  STEUBEN (2017)
 RK0063
 RK0063                         *CURRENT SURVEY CONTROL
 RK0063  ______________________________________________________________________
 RK0063* NAD 83(1986) POSITION- 46 11 20.     (N) 086 25 44.     (W)   SCALED
 RK0063* NAVD 88 ORTHO HEIGHT -   224.073 (meters)      735.15  (feet) ADJUSTED
 RK0063  ______________________________________________________________________
 RK0063  GEOID HEIGHT    -        -35.051 (meters)                     GEOID18
 RK0063  DYNAMIC HEIGHT  -        224.085 (meters)      735.19  (feet) COMP
 RK0063  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RK0063
 RK0063  VERT ORDER      -  SECOND    CLASS 0
 RK0063
 RK0063.The horizontal coordinates were scaled from a map and have
 RK0063.an estimated accuracy of +/- 6 seconds.
 RK0063
 RK0063.The orthometric height was determined by differential leveling and
 RK0063.adjusted by the NATIONAL GEODETIC SURVEY
 RK0063.in June 1991.
 RK0063
 RK0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0063.GEOID18 height accuracy estimate available here.
 RK0063
 RK0063.Click photographs - Photos may exist for this station.
 RK0063
 RK0063.The dynamic height is computed by dividing the NAVD 88
 RK0063.geopotential number by the normal gravity value computed on the
 RK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0063.degrees latitude (g = 980.6199 gals.).
 RK0063
 RK0063.The modeled gravity was interpolated from observed gravity values.
 RK0063
 RK0063;                    North         East    Units  Estimated Accuracy
 RK0063;SPC MI N     -   156,380.    8,044,090.      MT  (+/- 180 meters Scaled)
 RK0063
 RK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES440151(NAD 83)
 RK0063
 RK0063                          SUPERSEDED SURVEY CONTROL
 RK0063
 RK0063  NGVD 29 (??/??/92)  224.05   (m)          735.1    (f) COMPUTED    2 0
 RK0063
 RK0063.Superseded values are not recommended for survey control.
 RK0063
 RK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0063.See file dsdata.pdf to determine how the superseded data were derived.
 RK0063
 RK0063_MARKER: DB = BENCH MARK DISK
 RK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0063_STAMPING: D 55 1934
 RK0063_MARK LOGO: CGS
 RK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0063+STABILITY: SURFACE MOTION
 RK0063
 RK0063  HISTORY     - Date     Condition        Report By
 RK0063  HISTORY     - 1934     MONUMENTED       CGS
 RK0063
 RK0063                          STATION DESCRIPTION
 RK0063
 RK0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0063'12.1 MI S FROM SHINGLETON.
 RK0063'36 FEET WEST OF CENTER OF HIGHWAY M 94 OPPOSITE ROAD TO THUNDER
 RK0063'LAKE 200 FEET NORTH OF FORK IN ROAD MANISTIQUE, MICHIGAN TO
 RK0063'SHINGLETON, MICHIGAN LINE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0064 ***********************************************************************
 RK0064  DESIGNATION -  D 55 RESET
 RK0064  PID         -  RK0064
 RK0064  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0064  COUNTRY     -  US
 RK0064  USGS QUAD   -  STEUBEN (2017)
 RK0064
 RK0064                         *CURRENT SURVEY CONTROL
 RK0064  ______________________________________________________________________
 RK0064* NAD 83(1986) POSITION- 46 11 20.     (N) 086 25 44.     (W)   SCALED
 RK0064* NAVD 88 ORTHO HEIGHT -   224.48  (+/-2cm)      736.5   (feet) VERTCON3
 RK0064  ______________________________________________________________________
 RK0064  GEOID HEIGHT    -        -35.051 (meters)                     GEOID18
 RK0064  VERT ORDER      -  THIRD (See Below)
 RK0064
 RK0064.The horizontal coordinates were scaled from a map and have
 RK0064.an estimated accuracy of +/- 6 seconds.
 RK0064
 RK0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0064
 RK0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0064.GEOID18 height accuracy estimate available here.
 RK0064
 RK0064.The vertical order pertains to the NGVD 29 superseded value.
 RK0064
 RK0064.Click photographs - Photos may exist for this station.
 RK0064
 RK0064;                    North         East    Units  Estimated Accuracy
 RK0064;SPC MI N     -   156,380.    8,044,090.      MT  (+/- 180 meters Scaled)
 RK0064
 RK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES440151(NAD 83)
 RK0064
 RK0064                          SUPERSEDED SURVEY CONTROL
 RK0064
 RK0064  NGVD 29 (??/??/??)  224.46   (m)          736.4    (f) RESET       3  
 RK0064
 RK0064.Superseded values are not recommended for survey control.
 RK0064
 RK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0064.See file dsdata.pdf to determine how the superseded data were derived.
 RK0064
 RK0064_MARKER: DB = BENCH MARK DISK
 RK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0064_STAMPING: D 55 1934
 RK0064_MARK LOGO: CGS
 RK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0064+STABILITY: SURFACE MOTION
 RK0064
 RK0064  HISTORY     - Date     Condition        Report By
 RK0064  HISTORY     - 1934     MONUMENTED       USGS
 RK0064
 RK0064                          STATION DESCRIPTION
 RK0064
 RK0064'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 RK0064'12.1 MI S FROM SHINGLETON.
 RK0064'IN SCHOOLCRAFT COUNTY, 12.1 MILES ALONG STATE HIGHWAY 94 FROM
 RK0064'SHINGLETON, ALGER COUNTY, 510 FEET NORTH OF A ROAD LEADING TO STEUBEN
 RK0064'AND 48 FEET WEST OF THE CENTERLINE OF THE ROAD.  IN NW 1/4 OF NW 1/4
 RK0064'SEC 27, T 44 N, R 17 W, THOMPSON TWP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0014 ***********************************************************************
 QL0014  DESIGNATION -  D 56
 QL0014  PID         -  QL0014
 QL0014  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0014  COUNTRY     -  US
 QL0014  USGS QUAD   -  COOKS (2017)
 QL0014
 QL0014                         *CURRENT SURVEY CONTROL
 QL0014  ______________________________________________________________________
 QL0014* NAD 83(1986) POSITION- 45 55 35.     (N) 086 22 30.     (W)   SCALED
 QL0014* NAVD 88 ORTHO HEIGHT -   206.688 (meters)      678.11  (feet) ADJUSTED
 QL0014  ______________________________________________________________________
 QL0014  GEOID HEIGHT    -        -35.469 (meters)                     GEOID18
 QL0014  DYNAMIC HEIGHT  -        206.692 (meters)      678.12  (feet) COMP
 QL0014  MODELED GRAVITY -    980,630.9   (mgal)                       NAVD 88
 QL0014
 QL0014  VERT ORDER      -  SECOND    CLASS 0
 QL0014
 QL0014.The horizontal coordinates were scaled from a map and have
 QL0014.an estimated accuracy of +/- 6 seconds.
 QL0014
 QL0014.The orthometric height was determined by differential leveling and
 QL0014.adjusted by the NATIONAL GEODETIC SURVEY
 QL0014.in June 1991.
 QL0014
 QL0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0014.GEOID18 height accuracy estimate available here.
 QL0014
 QL0014.Click photographs - Photos may exist for this station.
 QL0014
 QL0014.The dynamic height is computed by dividing the NAVD 88
 QL0014.geopotential number by the normal gravity value computed on the
 QL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0014.degrees latitude (g = 980.6199 gals.).
 QL0014
 QL0014.The modeled gravity was interpolated from observed gravity values.
 QL0014
 QL0014;                    North         East    Units  Estimated Accuracy
 QL0014;SPC MI N     -   127,240.    8,048,470.      MT  (+/- 180 meters Scaled)
 QL0014
 QL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER484860(NAD 83)
 QL0014
 QL0014                          SUPERSEDED SURVEY CONTROL
 QL0014
 QL0014  NGVD 29 (??/??/92)  206.675  (m)          678.07   (f) ADJ UNCH    2 0
 QL0014
 QL0014.Superseded values are not recommended for survey control.
 QL0014
 QL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0014.See file dsdata.pdf to determine how the superseded data were derived.
 QL0014
 QL0014_MARKER: DB = BENCH MARK DISK
 QL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0014_STAMPING: D 56 1934
 QL0014_MARK LOGO: CGS
 QL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0014+STABILITY: SURFACE MOTION
 QL0014
 QL0014  HISTORY     - Date     Condition        Report By
 QL0014  HISTORY     - 1934     MONUMENTED       CGS
 QL0014  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0014
 QL0014                          STATION DESCRIPTION
 QL0014
 QL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0014'6.7 MI W FROM MANISTIQUE.
 QL0014'6.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0014'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0014'COUNTY, 15 FEET EAST OF MILEPOST 380, 42 FEET NORTH OF THE
 QL0014'CENTERLINE OF THE MAIN TRACK, AND 4 FEET WEST AND 3 FEET SOUTH
 QL0014'OF A POLE.  A STANDARD DISK, STAMPED D 56 1934 AND SET IN THE
 QL0014'TOP OF A CONCRETE POST.
 QL0014
 QL0014                          STATION RECOVERY (1980)
 QL0014
 QL0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0014'PLOTS NEAR TRACK ROAD, MARK MAY HAVE COVERED OR DESTROYED WHEN THIS
 QL0014'ROAD WAS MADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0390 ***********************************************************************
 QL0390  DESIGNATION -  D 57
 QL0390  PID         -  QL0390
 QL0390  STATE/COUNTY-  MI/MENOMINEE
 QL0390  COUNTRY     -  US
 QL0390  USGS QUAD   -  CUNARD (2017)
 QL0390
 QL0390                         *CURRENT SURVEY CONTROL
 QL0390  ______________________________________________________________________
 QL0390* NAD 83(1986) POSITION- 45 42 04.     (N) 087 37 29.     (W)   SCALED
 QL0390* NAVD 88 ORTHO HEIGHT -   271.434 (meters)      890.53  (feet) ADJUSTED
 QL0390  ______________________________________________________________________
 QL0390  GEOID HEIGHT    -        -35.249 (meters)                     GEOID18
 QL0390  DYNAMIC HEIGHT  -        271.430 (meters)      890.52  (feet) COMP
 QL0390  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QL0390
 QL0390  VERT ORDER      -  SECOND    CLASS 0
 QL0390
 QL0390.The horizontal coordinates were scaled from a map and have
 QL0390.an estimated accuracy of +/- 6 seconds.
 QL0390
 QL0390.The orthometric height was determined by differential leveling and
 QL0390.adjusted by the NATIONAL GEODETIC SURVEY
 QL0390.in June 1991.
 QL0390
 QL0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0390.GEOID18 height accuracy estimate available here.
 QL0390
 QL0390.Click photographs - Photos may exist for this station.
 QL0390
 QL0390.The dynamic height is computed by dividing the NAVD 88
 QL0390.geopotential number by the normal gravity value computed on the
 QL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0390.degrees latitude (g = 980.6199 gals.).
 QL0390
 QL0390.The modeled gravity was interpolated from observed gravity values.
 QL0390
 QL0390;                    North         East    Units  Estimated Accuracy
 QL0390;SPC MI N     -   102,200.    7,951,350.      MT  (+/- 180 meters Scaled)
 QL0390
 QL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR513610(NAD 83)
 QL0390
 QL0390                          SUPERSEDED SURVEY CONTROL
 QL0390
 QL0390  NGVD 29 (??/??/92)  271.450  (m)          890.58   (f) ADJ UNCH    2 0
 QL0390
 QL0390.Superseded values are not recommended for survey control.
 QL0390
 QL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0390.See file dsdata.pdf to determine how the superseded data were derived.
 QL0390
 QL0390_MARKER: DB = BENCH MARK DISK
 QL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0390_STAMPING: D 57 1934
 QL0390_MARK LOGO: CGS
 QL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0390+STABILITY: SURFACE MOTION
 QL0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0390+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1996
 QL0390
 QL0390  HISTORY     - Date     Condition        Report By
 QL0390  HISTORY     - 1934     MONUMENTED       CGS
 QL0390  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0390  HISTORY     - 19960503 MARK NOT FOUND   MIDT
 QL0390
 QL0390                          STATION DESCRIPTION
 QL0390
 QL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0390'1.2 MI W FROM HERMANSVILLE.
 QL0390'1.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0390'MARIE RAILROAD FROM THE STATION AT HERMANSVILLE, MENOMINEE
 QL0390'COUNTY, AT MILEAGE 309.6, AT A ROAD CROSSING, 30 FEET EAST OF THE
 QL0390'CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE
 QL0390'MAIN TRACK, AND 18 INCHES WEST OF A FENCE.  A STANDARD DISK,
 QL0390'STAMPED D 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0390
 QL0390                          STATION RECOVERY (1963)
 QL0390
 QL0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0390'MARK NOT FOUND.
 QL0390
 QL0390                          STATION RECOVERY (1996)
 QL0390
 QL0390'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0390'STATION WAS NOT RECOVERED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1421 ***********************************************************************
 NE1421  DESIGNATION -  D 57 58
 NE1421  PID         -  NE1421
 NE1421  STATE/COUNTY-  MI/MONROE
 NE1421  COUNTRY     -  US
 NE1421  USGS QUAD   -  FLAT ROCK (2017)
 NE1421
 NE1421                         *CURRENT SURVEY CONTROL
 NE1421  ______________________________________________________________________
 NE1421* NAD 83(1994) POSITION- 42 00 19.40569(N) 083 21 28.85176(W)   ADJUSTED
 NE1421* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 NE1421  ______________________________________________________________________
 NE1421  GEOID HEIGHT    -        -35.054 (meters)                     GEOID18
 NE1421  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 NE1421  HORZ ORDER      -  FIRST
 NE1421
 NE1421.The horizontal coordinates were established by classical geodetic methods
 NE1421.and adjusted by the National Geodetic Survey in February 1997.
 NE1421
 NE1421.The orthometric height was scaled from a topographic map.
 NE1421
 NE1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1421.GEOID18 height accuracy estimate available here.
 NE1421
 NE1421.Click photographs - Photos may exist for this station.
 NE1421
 NE1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1421
 NE1421. The following values were computed from the NAD 83(1994) position.
 NE1421
 NE1421;                    North         East     Units Scale Factor Converg.
 NE1421;SPC MI S     -    56,639.304 4,083,560.542   MT  1.00002374   +0 41 11.1
 NE1421;SPC MI S     -   185,824.49 13,397,508.34   iFT  1.00002374   +0 41 11.1
 NE1421;UTM  17      - 4,653,064.557   304,725.489   MT  1.00006923   -1 34 42.5
 NE1421
 NE1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1421!SPC MI S     -   0.99997666  x   1.00002374  =   1.00000040
 NE1421!UTM  17      -   0.99997666  x   1.00006923  =   1.00004589
 NE1421
 NE1421:                Primary Azimuth Mark                     Grid Az
 NE1421:SPC MI S     -  D 57 58 AZ MK                            185 27 05.1
 NE1421:UTM  17      -  D 57 58 AZ MK                            187 42 58.7
 NE1421
 NE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0472553064(NAD 83)
 NE1421
 NE1421|---------------------------------------------------------------------|
 NE1421| PID    Reference Object                     Distance      Geod. Az  |
 NE1421|                                                           dddmmss.s |
 NE1421| NE1422 FLAT ROCK MUNICIPAL TANK            APPROX.11.8 KM 0261039.2 |
 NE1421| NE1420 FLAT ROCK DT AND I RR CO TANK       APPROX.14.2 KM 0332339.4 |
 NE1421| NE1387 TRENTON RADIO WCAR CENTER MAST      APPROX.17.7 KM 0483158.4 |
 NE1421| NE1388 ROCKWOOD MUNICIPAL WATER TANK       APPROX.11.5 KM 0510920.3 |
 NE1421| CH0949 D 57 58 RM 1                         29.959 METERS 11215     |
 NE1421| CH0948 D 57 58 AZ MK                                      1860816.2 |
 NE1421| CH0950 D 57 58 RM 2                         28.250 METERS 27344     |
 NE1421| NE1423 CARLETON MUNICIPAL TANK             APPROX. 6.4 KM 3332746.3 |
 NE1421|---------------------------------------------------------------------|
 NE1421
 NE1421                          SUPERSEDED SURVEY CONTROL
 NE1421
 NE1421  NAD 83(1986)-  42 00 19.41532(N)    083 21 28.87703(W) AD(       ) 1
 NE1421  NAD 27      -  42 00 19.24900(N)    083 21 29.11920(W) AD(       ) 1
 NE1421
 NE1421.Superseded values are not recommended for survey control.
 NE1421
 NE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1421.See file dsdata.pdf to determine how the superseded data were derived.
 NE1421
 NE1421_MARKER: DS = TRIANGULATION STATION DISK
 NE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1421_STAMPING: D 57 58 1957
 NE1421_MARK LOGO: CGS
 NE1421_PROJECTION: FLUSH
 NE1421_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1421+STABILITY: SURFACE MOTION
 NE1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1421+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2023
 NE1421
 NE1421  HISTORY     - Date     Condition        Report By
 NE1421  HISTORY     - 1957     MONUMENTED       CGS
 NE1421  HISTORY     - 1973     GOOD             NGS
 NE1421  HISTORY     - 19920817 GOOD             USPSQD
 NE1421  HISTORY     - 20230526 GOOD             MCA
 NE1421
 NE1421                          STATION DESCRIPTION
 NE1421
 NE1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1421'THE STATION IS ABOUT 7 MILES SOUTHWEST OF FLAT ROCK AT THE U.S. ARMY
 NE1421'DOUBLE NIKE SITE D 57-58.  IT IS LOCATED 519 FEET WEST OF THE
 NE1421'SOUTHEAST CORNER OF THE CYCLONE FENCE THAT SURROUNDS THE NIKE SITE AND
 NE1421'16 FEET NORTH OF THE CYCLONE FENCE AND A WHITE WITNESS POST THAT IS
 NE1421'SET ON THE NORTH SIDE OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 NE1421'AND THE DISK IS STAMPED D 57 - 58 1957.  NOTE-THIS NIKE SITE WAS UNDER
 NE1421'CONSTRUCTION AT THE TIME THE STATION WAS OCCUPIED.
 NE1421'
 NE1421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NOS. 24 AND
 NE1421'25 AND HURON RIVER DRIVE IN FLAT ROCK, GO SOUTHWEST ON HIGHWAY NOS. 24
 NE1421'AND 25 FOR 6.85 MILES TO NEWPORT ROAD*.  TURN RIGHT AND GO WEST ON
 NE1421'NEWPORT ROAD FOR 0.15 MILE TO A CYCLONE FENCE GATE ON THE LEFT AND THE
 NE1421'ENTRANCE TO THE NIKE SITE.  TURN LEFT THROUGH THE GATE AND GO SOUTH ON
 NE1421'DRIVEWAY FOR 0.05 MILE TO A REVERSE Y-INTERSECTION.  CONTINUE SOUTH
 NE1421'ACROSS FIELD FOR ABOUT 0.1 MILE TO THE SOUTH EDGE OF THE NIKE SITE AND
 NE1421'THE STATION.
 NE1421'
 NE1421'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST ON HIGHWAY
 NE1421'NOS. 24 AND 25 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NE1421'
 NE1421'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE CYCLONE FENCE.  THE MONUMENT
 NE1421'PROJECTS 3 INCHES AND THE DISK IS STAMPED D 57-58 NO 1 1957.
 NE1421'
 NE1421'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE CYCLONE FENCE.  THE MONUMENT
 NE1421'PROJECTS 3 INCHES AND THE DISK IS STAMPED D 57-58 NO 2 1957.
 NE1421'
 NE1421'THE AZIMUTH MARK IS 44 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 NE1421'NOS. 24 AND 25, 3 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET NORTH
 NE1421'OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 NE1421'STAMPED D 57-58 1957.
 NE1421'
 NE1421'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1421
 NE1421                          STATION RECOVERY (1973)
 NE1421
 NE1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1421'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS
 NE1421'POST WAS SET 1 FOOT EAST OF THE STATION MARK AND 1 FOOT NORTH OF THE
 NE1421'AZIMUTH MARK.
 NE1421'
 NE1421'NOTE-ANYONE USING THIS STATION SHOULD MAKE ARRANGEMENTS WITH BELOW,
 NE1421'BATTERY C 1ST BN 177TH AIR DEFENSE ARTILLERY MICHIGAN ARMY NATIONAL
 NE1421'GUARD.
 NE1421'
 NE1421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 NE1421'SOUTHWEST OF FLAT ROCK.
 NE1421
 NE1421                          STATION RECOVERY (1992)
 NE1421
 NE1421'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE1421'RECOVERED IN GOOD CONDITION.
 NE1421
 NE1421                          STATION RECOVERY (2023)
 NE1421
 NE1421'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 NE1421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0650 ***********************************************************************
 NE0650  DESIGNATION -  D 58
 NE0650  PID         -  NE0650
 NE0650  STATE/COUNTY-  MI/WAYNE
 NE0650  COUNTRY     -  US
 NE0650  USGS QUAD   -  ROCKWOOD (2017)
 NE0650
 NE0650                         *CURRENT SURVEY CONTROL
 NE0650  ______________________________________________________________________
 NE0650* NAD 83(1986) POSITION- 42 02 32.6    (N) 083 12 52.0    (W)   HD_HELD2
 NE0650* NAVD 88 ORTHO HEIGHT -   178.501 (meters)      585.63  (feet) ADJUSTED
 NE0650  ______________________________________________________________________
 NE0650  GEOID HEIGHT    -        -35.039 (meters)                     GEOID18
 NE0650  DYNAMIC HEIGHT  -        178.440 (meters)      585.43  (feet) COMP
 NE0650  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 NE0650
 NE0650  VERT ORDER      -  FIRST     CLASS 0
 NE0650
 NE0650.The horizontal coordinates were established by autonomous hand held GPS
 NE0650.observations and have an estimated accuracy of +/- 10 meters.
 NE0650
 NE0650.The orthometric height was determined by differential leveling and
 NE0650.adjusted by the NATIONAL GEODETIC SURVEY
 NE0650.in June 1991.
 NE0650
 NE0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0650.GEOID18 height accuracy estimate available here.
 NE0650
 NE0650.Click photographs - Photos may exist for this station.
 NE0650
 NE0650.The dynamic height is computed by dividing the NAVD 88
 NE0650.geopotential number by the normal gravity value computed on the
 NE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0650.degrees latitude (g = 980.6199 gals.).
 NE0650
 NE0650.The modeled gravity was interpolated from observed gravity values.
 NE0650
 NE0650;                    North         East    Units  Estimated Accuracy
 NE0650;SPC MI S     -    60,901.    4,095,397.      MT  (+/- 10 meters HH2 GPS)
 NE0650
 NE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1672156855(NAD 83)
 NE0650
 NE0650                          SUPERSEDED SURVEY CONTROL
 NE0650
 NE0650  NGVD 29 (11/26/84)  178.673  (m)          586.20   (f) ADJUSTED    1 0
 NE0650
 NE0650.Superseded values are not recommended for survey control.
 NE0650
 NE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0650.See file dsdata.pdf to determine how the superseded data were derived.
 NE0650
 NE0650_MARKER: DD = SURVEY DISK
 NE0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0650_SP_SET: BRIDGE ABUTMENT
 NE0650_STAMPING: D 58 1932 MCK
 NE0650_MARK LOGO: USLS
 NE0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0650
 NE0650  HISTORY     - Date     Condition        Report By
 NE0650  HISTORY     - UNK      MONUMENTED       USLS
 NE0650  HISTORY     - 1970     GOOD             USLS
 NE0650  HISTORY     - 1980     GOOD             NGS
 NE0650
 NE0650                          STATION DESCRIPTION
 NE0650
 NE0650'DESCRIBED BY US LAKE SURVEY 1970
 NE0650'IN EAST ROCKWOOD.
 NE0650'D 58 IS IN THE SOUTH PART OF EAST ROCKWOOD, WAYNE COUNTY,
 NE0650'MICHIGAN, ON WEST SIDE OF RIVER ROAD, IN TOP OF SOUTH ABUTMENT
 NE0650'OF BRIDGE OVER HURON RIVER, 3.3 FEET FROM SOUTH EDGE OF
 NE0650'ABUTMENT, 0.3 FOOT EAST OF EAST FACE OF CONCRETE RAILING,
 NE0650'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0650'INTO THE CONCRETE.  NOTE-- MARK IS IN POOR CONDITION.
 NE0650'NOTE-- PREV. DESIG. BM D 58 1932.
 NE0650
 NE0650                          STATION RECOVERY (1980)
 NE0650
 NE0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0650'NOTE, MARK WAS REINFORCED WITH CONCRETE AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0006 ***********************************************************************
 RM0006  DESIGNATION -  D 58
 RM0006  PID         -  RM0006
 RM0006  STATE/COUNTY-  MI/GOGEBIC
 RM0006  COUNTRY     -  US
 RM0006  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0006
 RM0006                         *CURRENT SURVEY CONTROL
 RM0006  ______________________________________________________________________
 RM0006* NAD 83(2011) POSITION- 46 30 37.63358(N) 090 09 21.27887(W)   ADJUSTED
 RM0006* NAD 83(2011) ELLIP HT-   333.705 (meters)        (08/30/18)   ADJUSTED
 RM0006* NAD 83(2011) EPOCH   -  2010.00
 RM0006* NAVD 88 ORTHO HEIGHT -   364.303 (meters)     1195.22  (feet) ADJUSTED
 RM0006  ______________________________________________________________________
 RM0006  GEOID HEIGHT    -        -30.605 (meters)                     GEOID18
 RM0006  NAD 83(2011) X  -    -11,966.433 (meters)                     COMP
 RM0006  NAD 83(2011) Y  - -4,397,542.999 (meters)                     COMP
 RM0006  NAD 83(2011) Z  -  4,604,722.330 (meters)                     COMP
 RM0006  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 RM0006  DYNAMIC HEIGHT  -        364.330 (meters)     1195.31  (feet) COMP
 RM0006  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 RM0006
 RM0006  VERT ORDER      -  FIRST     CLASS II
 RM0006
 RM0006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0006  Standards:
 RM0006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0006  -------------------------------------------------------------------
 RM0006  NETWORK    0.54   0.98           0.25   0.18   0.50     -0.13852253
 RM0006  -------------------------------------------------------------------
 RM0006  Click here for local accuracies and other accuracy information.
 RM0006
 RM0006.The horizontal coordinates were established by GPS observations
 RM0006.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 RM0006
 RM0006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0006.been affixed to the stable North American tectonic plate. See 
 RM0006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0006
 RM0006.The horizontal coordinates are valid at the epoch date displayed above
 RM0006.which is a decimal equivalence of Year/Month/Day.
 RM0006
 RM0006.The orthometric height was determined by differential leveling and
 RM0006.adjusted by the NATIONAL GEODETIC SURVEY
 RM0006.in June 1991.
 RM0006
 RM0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0006.GEOID18 height accuracy estimate available here.
 RM0006
 RM0006.Click photographs - Photos may exist for this station.
 RM0006
 RM0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0006
 RM0006.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0006
 RM0006.The ellipsoidal height was determined by GPS observations
 RM0006.and is referenced to NAD 83.
 RM0006
 RM0006.The dynamic height is computed by dividing the NAVD 88
 RM0006.geopotential number by the normal gravity value computed on the
 RM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0006.degrees latitude (g = 980.6199 gals.).
 RM0006
 RM0006.The modeled gravity was interpolated from observed gravity values.
 RM0006
 RM0006. The following values were computed from the NAD 83(2011) position.
 RM0006
 RM0006;                    North         East     Units Scale Factor Converg.
 RM0006;SPC MI N     -   196,780.492 7,757,876.177   MT  0.99991054   -2 16 51.8
 RM0006;SPC MI N     -   645,605.29 25,452,349.66   iFT  0.99991054   -2 16 51.8
 RM0006;UTM  15      - 5,154,695.283   718,185.885   MT  1.00018519   +2 03 51.1
 RM0006
 RM0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0006!SPC MI N     -   0.99994769  x   0.99991054  =   0.99985824
 RM0006!UTM  15      -   0.99994769  x   1.00018519  =   1.00013287
 RM0006
 RM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1818554695(NAD 83)
 RM0006
 RM0006                          SUPERSEDED SURVEY CONTROL
 RM0006
 RM0006  NGVD 29 (??/??/92)  364.330  (m)         1195.31   (f) ADJ UNCH    1 2
 RM0006
 RM0006.Superseded values are not recommended for survey control.
 RM0006
 RM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0006.See file dsdata.pdf to determine how the superseded data were derived.
 RM0006
 RM0006_MARKER: DB = BENCH MARK DISK
 RM0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0006_SP_SET: CULVERT HEADWALL
 RM0006_STAMPING: D 58 1934
 RM0006_MARK LOGO: CGS
 RM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0006+STABILITY: SURFACE MOTION
 RM0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0006+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 RM0006
 RM0006  HISTORY     - Date     Condition        Report By
 RM0006  HISTORY     - 1934     MONUMENTED       CGS
 RM0006  HISTORY     - 1948     GOOD             CGS
 RM0006  HISTORY     - 1964     GOOD             CGS
 RM0006  HISTORY     - 1982     GOOD             NGS
 RM0006  HISTORY     - 1987     GOOD             USPSQD
 RM0006  HISTORY     - 20030822 GOOD             USPSQD
 RM0006  HISTORY     - 20180710 GOOD             WIDT
 RM0006  HISTORY     - 20180806 GOOD             WIDT
 RM0006
 RM0006                          STATION DESCRIPTION
 RM0006
 RM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0006'AT NORTH IRONWOOD.
 RM0006'AT NORTH IRONWOOD, AT THE CROSSING OF THE DULUTH, SOUTH SHORE
 RM0006'AND ATLANTIC RAILWAY AND A PAVED ROAD, SET IN THE TOP OF THE
 RM0006'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE
 RM0006'CULVERT ON PAVED ROAD, 114 FEET SOUTH OF THE SOUTH RAIL OF
 RM0006'THE TRACK, 26 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 RM0006'89 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILWAY STATION
 RM0006'AND ABOUT 2 FEET BELOW THE ROAD.
 RM0006
 RM0006                          STATION RECOVERY (1964)
 RM0006
 RM0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (1982)
 RM0006
 RM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (1987)
 RM0006
 RM0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (2003)
 RM0006
 RM0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0006'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 33 FEET
 RM0006'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 35-7/31 AND 1 FOOT SOUTH OF THE
 RM0006'NORTH END AND 0.3 FEET WEST OF THE EASTERN FACE OF THE CULVERT.
 RM0006'NOTE-- THERE IS NO RAILROAD STATION PRESENT.  THE PAVED ROAD DESCRIBED
 RM0006'IN THE 1948 DESCRIPTION IS LAKE ROAD (COUNTY ROAD 505).
 RM0006
 RM0006                          STATION RECOVERY (2018)
 RM0006
 RM0006'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0006'RECOVERED AS DESCRIBED
 RM0006
 RM0006                          STATION RECOVERY (2018)
 RM0006
 RM0006'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0006'RECOVERED IN GOOD CONDITION, APPROXIMATELY 18 INCHES (46 CM) LOWER
 RM0006'THAN ROAD GRADE, SET IN THE NORTH END OF THE EAST CONCRETE HEADWALL.
 RM0006'
 RM0006'THE MARK IS 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 505,
 RM0006'35.4 M (116.1 FT) SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 24.0 M
 RM0006'(78.7 FT) NORTH OF A WOODEN UTILITY POLE -35-7/30- WITH A YARD LIGHT,
 RM0006'22.3 M (73.2 FT) SOUTH OF A WOODEN UTILITY POLE -35-7/33-, AND 0.3 M
 RM0006'(1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 RM0006'
 RM0006'NOTE-THE MARK CURRENTLY HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 RM0006'THAN 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0227 ***********************************************************************
 RL0227  DESIGNATION -  D 59
 RL0227  PID         -  RL0227
 RL0227  STATE/COUNTY-  MI/IRON
 RL0227  COUNTRY     -  US
 RL0227  USGS QUAD   -  AMASA (2017)
 RL0227
 RL0227                         *CURRENT SURVEY CONTROL
 RL0227  ______________________________________________________________________
 RL0227* NAD 83(1986) POSITION- 46 14 31.06   (N) 088 26 37.95   (W)   HD_HELD1
 RL0227* NAVD 88 ORTHO HEIGHT -   444.370 (meters)     1457.90  (feet) ADJUSTED
 RL0227  ______________________________________________________________________
 RL0227  GEOID HEIGHT    -        -32.469 (meters)                     GEOID18
 RL0227  DYNAMIC HEIGHT  -        444.383 (meters)     1457.95  (feet) COMP
 RL0227  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 RL0227
 RL0227  VERT ORDER      -  SECOND    CLASS 0
 RL0227
 RL0227.The horizontal coordinates were determined by differentially corrected
 RL0227.hand held GPS observations or other comparable positioning techniques
 RL0227.and have an estimated accuracy of +/- 3 meters.
 RL0227
 RL0227.The orthometric height was determined by differential leveling and
 RL0227.adjusted by the NATIONAL GEODETIC SURVEY
 RL0227.in June 1991.
 RL0227
 RL0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0227.GEOID18 height accuracy estimate available here.
 RL0227
 RL0227.Click photographs - Photos may exist for this station.
 RL0227
 RL0227.The dynamic height is computed by dividing the NAVD 88
 RL0227.geopotential number by the normal gravity value computed on the
 RL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0227.degrees latitude (g = 980.6199 gals.).
 RL0227
 RL0227.The modeled gravity was interpolated from observed gravity values.
 RL0227
 RL0227;                    North         East    Units  Estimated Accuracy
 RL0227;SPC MI N     -   163,131.7   7,888,658.2     MT  (+/- 3 meters HH1 GPS) 
 RL0227
 RL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8868621944(NAD 83)
 RL0227
 RL0227                          SUPERSEDED SURVEY CONTROL
 RL0227
 RL0227  NGVD 29 (??/??/92)  444.362  (m)         1457.88   (f) ADJ UNCH    2 0
 RL0227
 RL0227.Superseded values are not recommended for survey control.
 RL0227
 RL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0227.See file dsdata.pdf to determine how the superseded data were derived.
 RL0227
 RL0227_MARKER: DB = BENCH MARK DISK
 RL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0227_STAMPING: D 59 1934
 RL0227_MARK LOGO: CGS
 RL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0227+STABILITY: SURFACE MOTION
 RL0227
 RL0227  HISTORY     - Date     Condition        Report By
 RL0227  HISTORY     - 1934     MONUMENTED       CGS
 RL0227  HISTORY     - 1948     POOR             CGS
 RL0227
 RL0227                          STATION DESCRIPTION
 RL0227
 RL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0227'0.7 MI NE FROM AMASA.
 RL0227'0.7 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0227'PACIFIC RAILWAY FROM THE STATION AT AMASA, AT THE CROSSING OF
 RL0227'U.S. HIGHWAY 141, 25.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37
 RL0227'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET WEST OF A
 RL0227'TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0227'NOTE-- MARK IS LOOSE AND APPARENTLY BROKEN BELOW THE SURFACE
 RL0227'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0649 ***********************************************************************
 NE0649  DESIGNATION -  D 59 USLS
 NE0649  PID         -  NE0649
 NE0649  STATE/COUNTY-  MI/MONROE
 NE0649  COUNTRY     -  US
 NE0649  USGS QUAD   -  ROCKWOOD (2017)
 NE0649
 NE0649                         *CURRENT SURVEY CONTROL
 NE0649  ______________________________________________________________________
 NE0649* NAD 83(1986) POSITION- 42 01 33.6    (N) 083 13 32.3    (W)   HD_HELD2
 NE0649* NAVD 88 ORTHO HEIGHT -   176.722 (meters)      579.80  (feet) ADJUSTED
 NE0649  ______________________________________________________________________
 NE0649  GEOID HEIGHT    -        -35.076 (meters)                     GEOID18
 NE0649  DYNAMIC HEIGHT  -        176.661 (meters)      579.60  (feet) COMP
 NE0649  MODELED GRAVITY -    980,274.5   (mgal)                       NAVD 88
 NE0649
 NE0649  VERT ORDER      -  FIRST     CLASS 0
 NE0649
 NE0649.The horizontal coordinates were established by autonomous hand held GPS
 NE0649.observations and have an estimated accuracy of +/- 10 meters.
 NE0649
 NE0649.The orthometric height was determined by differential leveling and
 NE0649.adjusted by the NATIONAL GEODETIC SURVEY
 NE0649.in June 1991.
 NE0649
 NE0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0649.GEOID18 height accuracy estimate available here.
 NE0649
 NE0649.Click photographs - Photos may exist for this station.
 NE0649
 NE0649.The dynamic height is computed by dividing the NAVD 88
 NE0649.geopotential number by the normal gravity value computed on the
 NE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0649.degrees latitude (g = 980.6199 gals.).
 NE0649
 NE0649.The modeled gravity was interpolated from observed gravity values.
 NE0649
 NE0649;                    North         East    Units  Estimated Accuracy
 NE0649;SPC MI S     -    59,068.    4,094,495.      MT  (+/- 10 meters HH2 GPS)
 NE0649
 NE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1574855059(NAD 83)
 NE0649
 NE0649                          SUPERSEDED SURVEY CONTROL
 NE0649
 NE0649  NGVD 29 (11/26/84)  176.895  (m)          580.36   (f) ADJUSTED    1 0
 NE0649
 NE0649.Superseded values are not recommended for survey control.
 NE0649
 NE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0649.See file dsdata.pdf to determine how the superseded data were derived.
 NE0649
 NE0649_MARKER: DD = SURVEY DISK
 NE0649_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0649_SP_SET: CONCRETE FOUNDATION
 NE0649_STAMPING: D 59 1932 MCK
 NE0649_MARK LOGO: USLS
 NE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0649+STABILITY: SURFACE MOTION
 NE0649
 NE0649  HISTORY     - Date     Condition        Report By
 NE0649  HISTORY     - 1932     MONUMENTED       USLS
 NE0649  HISTORY     - 1970     GOOD             USLS
 NE0649  HISTORY     - 1980     GOOD             NGS
 NE0649
 NE0649                          STATION DESCRIPTION
 NE0649
 NE0649'DESCRIBED BY US LAKE SURVEY 1970
 NE0649'IN SOUTH ROCKWOOD.
 NE0649'D 59 IS AT SOUTH ROCKWOOD, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 NE0649'1 MILE SOUTH OF THE HURON RIVER, ON WEST SIDE OF RIVER ROAD,
 NE0649'ABOUT 200 FEET SOUTH OF PTE. MOUILEE CREEK, ON THE NORTH FACE
 NE0649'OF FARM HOUSE NO. 10103 BELONGING TO CHAUNCY ROBERTS, 16.2 FEET
 NE0649'FROM THE NORTHEAST CORNER, 1.3 FEET ABOVE THE GROUND, BEING
 NE0649'THE HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 NE0649'FOUNDATION STONE.  NOTE-- PREV. DESIG. BM D 59 1932.
 NE0649
 NE0649                          STATION RECOVERY (1980)
 NE0649
 NE0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0649'NOTE, THIS MARK WILL PROBABLY BE COVERED WHEN REMODELING OF HOUSE
 NE0649'BEGINS THIS SUMMER, A NEW ROD MARK WILL BE SET NEARBY, PROPERTY
 NE0649'NOW OWNED BY JIM CROCKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0648 ***********************************************************************
 NE0648  DESIGNATION -  D 60
 NE0648  PID         -  NE0648
 NE0648  STATE/COUNTY-  MI/MONROE
 NE0648  COUNTRY     -  US
 NE0648  USGS QUAD   -  ROCKWOOD (2017)
 NE0648
 NE0648                         *CURRENT SURVEY CONTROL
 NE0648  ______________________________________________________________________
 NE0648* NAD 83(1986) POSITION- 42 00 31.     (N) 083 14 28.     (W)   SCALED
 NE0648* NAVD 88 ORTHO HEIGHT -   178.361 (meters)      585.17  (feet) ADJUSTED
 NE0648  ______________________________________________________________________
 NE0648  GEOID HEIGHT    -        -35.113 (meters)                     GEOID18
 NE0648  DYNAMIC HEIGHT  -        178.299 (meters)      584.97  (feet) COMP
 NE0648  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 NE0648
 NE0648  VERT ORDER      -  FIRST     CLASS 0
 NE0648
 NE0648.The horizontal coordinates were scaled from a map and have
 NE0648.an estimated accuracy of +/- 6 seconds.
 NE0648
 NE0648.The orthometric height was determined by differential leveling and
 NE0648.adjusted by the NATIONAL GEODETIC SURVEY
 NE0648.in June 1991.
 NE0648
 NE0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0648.GEOID18 height accuracy estimate available here.
 NE0648
 NE0648.Click photographs - Photos may exist for this station.
 NE0648
 NE0648.The dynamic height is computed by dividing the NAVD 88
 NE0648.geopotential number by the normal gravity value computed on the
 NE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0648.degrees latitude (g = 980.6199 gals.).
 NE0648
 NE0648.The modeled gravity was interpolated from observed gravity values.
 NE0648
 NE0648;                    North         East    Units  Estimated Accuracy
 NE0648;SPC MI S     -    57,120.    4,093,240.      MT  (+/- 180 meters Scaled)
 NE0648
 NE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG144531(NAD 83)
 NE0648
 NE0648                          SUPERSEDED SURVEY CONTROL
 NE0648
 NE0648  NGVD 29 (11/26/84)  178.534  (m)          585.74   (f) ADJUSTED    1 0
 NE0648
 NE0648.Superseded values are not recommended for survey control.
 NE0648
 NE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0648.See file dsdata.pdf to determine how the superseded data were derived.
 NE0648
 NE0648_MARKER: DD = SURVEY DISK
 NE0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0648_SP_SET: BUILDING
 NE0648_STAMPING: D 60 1932 MCK
 NE0648_MARK LOGO: USLS
 NE0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0648
 NE0648  HISTORY     - Date     Condition        Report By
 NE0648  HISTORY     - 1932     MONUMENTED       USLS
 NE0648  HISTORY     - 1970     GOOD             USLS
 NE0648  HISTORY     - 1980     GOOD             NGS
 NE0648
 NE0648                          STATION DESCRIPTION
 NE0648
 NE0648'DESCRIBED BY US LAKE SURVEY 1970
 NE0648'IN SOUTH ROCKWOOD.
 NE0648'D 60 IS AT SOUTH ROCKWOOD, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 NE0648'500 FEET SOUTH OF RIVER ROAD, JUST EAST OF THE ROAD TO ESTRAL
 NE0648'BEACH, ON THE SOUTH SIDE OF REAUME ROAD, IN WEST FACE OF TWO-STORY
 NE0648'RED BRICK FARM HOUSE, 3.3 FEET FROM THE NORTHWEST CORNER, 3.0
 NE0648'FEET ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 NE0648'SET INTO THE CONCRETE FOUNDATION.  NOTE-- PREV. DESIG. BM D 60
 NE0648'1932.
 NE0648
 NE0648                          STATION RECOVERY (1980)
 NE0648
 NE0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0197 ***********************************************************************
 RL0197  DESIGNATION -  D 60
 RL0197  PID         -  RL0197
 RL0197  STATE/COUNTY-  MI/DICKINSON
 RL0197  COUNTRY     -  US
 RL0197  USGS QUAD   -  SAGOLA (2017)
 RL0197
 RL0197                         *CURRENT SURVEY CONTROL
 RL0197  ______________________________________________________________________
 RL0197* NAD 83(1986) POSITION- 46 05 51.     (N) 088 04 37.     (W)   SCALED
 RL0197* NAVD 88 ORTHO HEIGHT -   427.638 (meters)     1403.01  (feet) ADJUSTED
 RL0197  ______________________________________________________________________
 RL0197  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 RL0197  DYNAMIC HEIGHT  -        427.634 (meters)     1403.00  (feet) COMP
 RL0197  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 RL0197
 RL0197  VERT ORDER      -  SECOND    CLASS 0
 RL0197
 RL0197.The horizontal coordinates were scaled from a map and have
 RL0197.an estimated accuracy of +/- 6 seconds.
 RL0197
 RL0197.The orthometric height was determined by differential leveling and
 RL0197.adjusted by the NATIONAL GEODETIC SURVEY
 RL0197.in June 1991.
 RL0197
 RL0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0197.GEOID18 height accuracy estimate available here.
 RL0197
 RL0197.Click photographs - Photos may exist for this station.
 RL0197
 RL0197.The dynamic height is computed by dividing the NAVD 88
 RL0197.geopotential number by the normal gravity value computed on the
 RL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0197.degrees latitude (g = 980.6199 gals.).
 RL0197
 RL0197.The modeled gravity was interpolated from observed gravity values.
 RL0197
 RL0197;                    North         East    Units  Estimated Accuracy
 RL0197;SPC MI N     -   146,630.    7,916,730.      MT  (+/- 180 meters Scaled)
 RL0197
 RL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS167054(NAD 83)
 RL0197
 RL0197                          SUPERSEDED SURVEY CONTROL
 RL0197
 RL0197  NGVD 29 (??/??/92)  427.616  (m)         1402.94   (f) ADJ UNCH    2 0
 RL0197
 RL0197.Superseded values are not recommended for survey control.
 RL0197
 RL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0197.See file dsdata.pdf to determine how the superseded data were derived.
 RL0197
 RL0197_MARKER: DB = BENCH MARK DISK
 RL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0197_STAMPING: D 60 1934
 RL0197_MARK LOGO: CGS
 RL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0197+STABILITY: SURFACE MOTION
 RL0197
 RL0197  HISTORY     - Date     Condition        Report By
 RL0197  HISTORY     - 1934     MONUMENTED       CGS
 RL0197  HISTORY     - 1955     MARK NOT FOUND   CGS
 RL0197
 RL0197                          STATION DESCRIPTION
 RL0197
 RL0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RL0197'0.6 MI N FROM SAGOLA.
 RL0197'0.6 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0197'RAILROAD FROM THE STATION AT SAGOLA, DICKINSON COUNTY, AT MILEAGE
 RL0197'312.2, 19 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 22 FEET
 RL0197'EAST OF A FENCE, AND 4 FEET SOUTH OF A ROW OF POWER-TRANSMISSION
 RL0197'LINE POLES.  A STANDARD DISK, STAMPED D 60 1934 AND SET IN THE
 RL0197'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0248 ***********************************************************************
 RK0248  DESIGNATION -  D 61
 RK0248  PID         -  RK0248
 RK0248  STATE/COUNTY-  MI/MARQUETTE
 RK0248  COUNTRY     -  US
 RK0248  USGS QUAD   -  REPUBLIC (2017)
 RK0248
 RK0248                         *CURRENT SURVEY CONTROL
 RK0248  ______________________________________________________________________
 RK0248* NAD 83(1986) POSITION- 46 29 16.34   (N) 087 57 20.52   (W)   HD_HELD1
 RK0248* NAVD 88 ORTHO HEIGHT -   492.696 (meters)     1616.45  (feet) ADJUSTED
 RK0248  ______________________________________________________________________
 RK0248  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 RK0248  DYNAMIC HEIGHT  -        492.716 (meters)     1616.52  (feet) COMP
 RK0248  MODELED GRAVITY -    980,638.1   (mgal)                       NAVD 88
 RK0248
 RK0248  VERT ORDER      -  SECOND    CLASS 0
 RK0248
 RK0248.The horizontal coordinates were determined by differentially corrected
 RK0248.hand held GPS observations or other comparable positioning techniques
 RK0248.and have an estimated accuracy of +/- 3 meters.
 RK0248
 RK0248.The orthometric height was determined by differential leveling and
 RK0248.adjusted by the NATIONAL GEODETIC SURVEY
 RK0248.in June 1991.
 RK0248
 RK0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0248.GEOID18 height accuracy estimate available here.
 RK0248
 RK0248.Click photographs - Photos may exist for this station.
 RK0248
 RK0248.The dynamic height is computed by dividing the NAVD 88
 RK0248.geopotential number by the normal gravity value computed on the
 RK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0248.degrees latitude (g = 980.6199 gals.).
 RK0248
 RK0248.The modeled gravity was interpolated from observed gravity values.
 RK0248
 RK0248;                    North         East    Units  Estimated Accuracy
 RK0248;SPC MI N     -   189,892.5   7,926,630.1     MT  (+/- 3 meters HH1 GPS) 
 RK0248
 RK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2665148699(NAD 83)
 RK0248
 RK0248                          SUPERSEDED SURVEY CONTROL
 RK0248
 RK0248  NGVD 29 (??/??/92)  492.628  (m)         1616.23   (f) ADJ UNCH    2 0
 RK0248
 RK0248.Superseded values are not recommended for survey control.
 RK0248
 RK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0248.See file dsdata.pdf to determine how the superseded data were derived.
 RK0248
 RK0248_MARKER: DB = BENCH MARK DISK
 RK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0248_STAMPING: D 61 1934
 RK0248_MARK LOGO: CGS
 RK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0248+STABILITY: SURFACE MOTION
 RK0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0248+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2009
 RK0248
 RK0248  HISTORY     - Date     Condition        Report By
 RK0248  HISTORY     - 1934     MONUMENTED       CGS
 RK0248  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0248  HISTORY     - 20090501 GOOD             GEOCAC
 RK0248
 RK0248                          STATION DESCRIPTION
 RK0248
 RK0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0248'2.2 MI S FROM CHAMPION.
 RK0248'2.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0248'PACIFIC RAILROAD FROM CHAMPION, MARQUETTE COUNTY, 5 RAILS NORTH
 RK0248'OF MILEPOST 344, 5 POLES SOUTH OF A CROSSING ONE MILE SIGN,
 RK0248'AND 50 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED D 61
 RK0248'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0248
 RK0248                          STATION RECOVERY (1985)
 RK0248
 RK0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0248'MARK NOT FOUND.
 RK0248
 RK0248                          STATION RECOVERY (2009)
 RK0248
 RK0248'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RK0248'THE RAILROAD HAS BEEN REMOVED, AND THIS GRADE IS NOW A ROAD AND ORV
 RK0248'TRAIL. TO REACH FROM THE POST OFFICE IN CHAMPION, 1.75 KM (1.1 MI)
 RK0248'EAST ON US-41 TO THE GRADE CROSSING, THEN SOUTH 1.6 KM (1.0 MI) TO THE
 RK0248'MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0853 ***********************************************************************
 NE0853  DESIGNATION -  D 61 USLS
 NE0853  PID         -  NE0853
 NE0853  STATE/COUNTY-  MI/MONROE
 NE0853  COUNTRY     -  US
 NE0853  USGS QUAD   -  FLAT ROCK (2017)
 NE0853
 NE0853                         *CURRENT SURVEY CONTROL
 NE0853  ______________________________________________________________________
 NE0853* NAD 83(1986) POSITION- 42 00 06.3    (N) 083 15 44.6    (W)   HD_HELD2
 NE0853* NAVD 88 ORTHO HEIGHT -   179.583 (meters)      589.18  (feet) ADJUSTED
 NE0853  ______________________________________________________________________
 NE0853  GEOID HEIGHT    -        -35.119 (meters)                     GEOID18
 NE0853  VERT ORDER      -  FIRST     CLASS 0
 NE0853
 NE0853.The horizontal coordinates were established by autonomous hand held GPS
 NE0853.observations and have an estimated accuracy of +/- 10 meters.
 NE0853
 NE0853.The orthometric height was determined by differential leveling and
 NE0853.adjusted by the NATIONAL GEODETIC SURVEY
 NE0853.in June 1991.
 NE0853
 NE0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0853.GEOID18 height accuracy estimate available here.
 NE0853
 NE0853.Click photographs - Photos may exist for this station.
 NE0853
 NE0853;                    North         East    Units  Estimated Accuracy
 NE0853;SPC MI S     -    56,334.    4,091,487.      MT  (+/- 10 meters HH2 GPS)
 NE0853
 NE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1263452446(NAD 83)
 NE0853
 NE0853                          SUPERSEDED SURVEY CONTROL
 NE0853
 NE0853  NGVD 29 (??/??/92)  179.758  (m)          589.76   (f) ADJ UNCH    1 0
 NE0853  NGVD 29 (11/26/84)  179.758  (m)          589.76   (f) ADJUSTED    1 2
 NE0853
 NE0853.Superseded values are not recommended for survey control.
 NE0853
 NE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0853.See file dsdata.pdf to determine how the superseded data were derived.
 NE0853
 NE0853_MARKER: DD = SURVEY DISK
 NE0853_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0853_SP_SET: WATER TABLE
 NE0853_STAMPING: D 61 1932 MCK
 NE0853_MARK LOGO: USLS
 NE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0853+STABILITY: SURFACE MOTION
 NE0853
 NE0853  HISTORY     - Date     Condition        Report By
 NE0853  HISTORY     - 1932     MONUMENTED       USLS
 NE0853  HISTORY     - 1970     GOOD             USLS
 NE0853  HISTORY     - 1980     GOOD             NGS
 NE0853  HISTORY     - 19920820 GOOD             USPSQD
 NE0853
 NE0853                          STATION DESCRIPTION
 NE0853
 NE0853'DESCRIBED BY US LAKE SURVEY 1970
 NE0853'IN NEWPORT.
 NE0853'BM D 61 IS IN THE NORTH PART OF NEWPORT, MONROE COUNTY, MICHIGAN,
 NE0853'AT FREYS CORNERS ON THE SOUTH SIDE OF RIVER ROAD JUST EAST OF
 NE0853'ITS JUNCTION WITH DIXIE HIGHWAY (M-56), ON THE EAST FACE OF
 NE0853'TWO-STORY RED-BRICK HOUSE, 2.2 FEET FROM THE NORTHEAST CORNER,
 NE0853'3-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON
 NE0853'BRONZE DISC SET INTO THE WATER TABLE SILL.
 NE0853
 NE0853                          STATION RECOVERY (1980)
 NE0853
 NE0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0853'2.27 KM NE FROM OLDPORT.
 NE0853'2.27 KILOMETERS (1.4 MILES) NORTHEAST ALONG DIXIE HIGHWAY FROM THE
 NE0853'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, TO THE JUNCTION OF WEST
 NE0853'JEFFERSON ROAD AT FRETS CORNER, SET VERTICALLY IN THE WATER TABLE
 NE0853'AT THE NORTHEAST  CORNER AND IN THE EAST FACE OF THE HOUSE, THE
 NE0853'HOUSE IS ON THE SOUTHEAST SIDE OF THE JUNCTION OF WEST JEFFERSON
 NE0853'ROAD AND DIXIE HIGHWAY, 21.5 METERS (70 FEET) SOUTH OF THE CENTER LINE
 NE0853'OF THE ROAD, 4.58 METERS (15 FEET) WEST OF THE CENTER OF A DRIVEWAY
 NE0853'ON EAST SIDE OF HOUSE, 0.64 METER (2.2 FEET) SOUTH OF THE NORTH-
 NE0853'EAST CORNER.
 NE0853'THE MARK IS 1.18 M ABOVE GROUND.
 NE0853
 NE0853                          STATION RECOVERY (1992)
 NE0853
 NE0853'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 NE0853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0876 ***********************************************************************
 MC0876  DESIGNATION -  D 62
 MC0876  PID         -  MC0876
 MC0876  STATE/COUNTY-  MI/MONROE
 MC0876  COUNTRY     -  US
 MC0876  USGS QUAD   -  STONY POINT (2017)
 MC0876
 MC0876                         *CURRENT SURVEY CONTROL
 MC0876  ______________________________________________________________________
 MC0876* NAD 83(1986) POSITION- 41 59 42.9    (N) 083 17 14.7    (W)   HD_HELD2
 MC0876* NAVD 88 ORTHO HEIGHT -   178.637 (meters)      586.08  (feet) ADJUSTED
 MC0876  ______________________________________________________________________
 MC0876  GEOID HEIGHT    -        -35.122 (meters)                     GEOID18
 MC0876  DYNAMIC HEIGHT  -        178.575 (meters)      585.87  (feet) COMP
 MC0876  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 MC0876
 MC0876  VERT ORDER      -  FIRST     CLASS 0
 MC0876
 MC0876.The horizontal coordinates were established by autonomous hand held GPS
 MC0876.observations and have an estimated accuracy of +/- 10 meters.
 MC0876
 MC0876.The orthometric height was determined by differential leveling and
 MC0876.adjusted by the NATIONAL GEODETIC SURVEY
 MC0876.in June 1991.
 MC0876
 MC0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0876.GEOID18 height accuracy estimate available here.
 MC0876
 MC0876.Click photographs - Photos may exist for this station.
 MC0876
 MC0876.The dynamic height is computed by dividing the NAVD 88
 MC0876.geopotential number by the normal gravity value computed on the
 MC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0876.degrees latitude (g = 980.6199 gals.).
 MC0876
 MC0876.The modeled gravity was interpolated from observed gravity values.
 MC0876
 MC0876;                    North         East    Units  Estimated Accuracy
 MC0876;SPC MI S     -    55,586.    4,089,423.      MT  (+/- 10 meters HH2 GPS)
 MC0876
 MC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1054251779(NAD 83)
 MC0876
 MC0876                          SUPERSEDED SURVEY CONTROL
 MC0876
 MC0876  NGVD 29 (??/??/92)  178.809  (m)          586.64   (f) ADJ UNCH    1 0
 MC0876
 MC0876.Superseded values are not recommended for survey control.
 MC0876
 MC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0876.See file dsdata.pdf to determine how the superseded data were derived.
 MC0876
 MC0876_MARKER: DD = SURVEY DISK
 MC0876_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0876_SP_SET: FOUNDATION
 MC0876_STAMPING: D 62 1932
 MC0876_MARK LOGO: USLS
 MC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0876+STABILITY: SURFACE MOTION
 MC0876
 MC0876  HISTORY     - Date     Condition        Report By
 MC0876  HISTORY     - 1932     MONUMENTED       USLS
 MC0876  HISTORY     - 1969     GOOD             USLS
 MC0876  HISTORY     - 1987     GOOD             USPSQD
 MC0876  HISTORY     - 19920820 GOOD             USPSQD
 MC0876
 MC0876                          STATION DESCRIPTION
 MC0876
 MC0876'DESCRIBED BY US LAKE SURVEY 1969
 MC0876'IN MONROE.
 MC0876'IS AT NEWPORT, MONROE COUNTY, MICHIGAN, JUST SOUTH OF SWAN CREEK AND
 MC0876'APPROXIMATELY 400 FEET NORTH OF THE DIXIE HIGHWAY (M-56), ON THE EAST
 MC0876'FACE OF THE ST. CHARLES PAROCHIAL SCHOOL, 0.9 FOOT FROM THE SOUTHEAST
 MC0876'CORNER, 3-1/2 FEET ABOVE THE SIDEWALK, BEING HORIZONTAL LINE OF CROSS
 MC0876'ON BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 MC0876
 MC0876                          STATION RECOVERY (1987)
 MC0876
 MC0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0876'RECOVERED IN GOOD CONDITION.
 MC0876
 MC0876                          STATION RECOVERY (1992)
 MC0876
 MC0876'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0067 ***********************************************************************
 RL0067  DESIGNATION -  D 62
 RL0067  PID         -  RL0067
 RL0067  STATE/COUNTY-  MI/HOUGHTON
 RL0067  COUNTRY     -  US
 RL0067  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL0067
 RL0067                         *CURRENT SURVEY CONTROL
 RL0067  ______________________________________________________________________
 RL0067* NAD 83(1986) POSITION- 46 58 59.     (N) 088 26 19.     (W)   SCALED
 RL0067* NAVD 88 ORTHO HEIGHT -   184.292 (meters)      604.63  (feet) ADJUSTED
 RL0067  ______________________________________________________________________
 RL0067  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 RL0067  DYNAMIC HEIGHT  -        184.304 (meters)      604.67  (feet) COMP
 RL0067  MODELED GRAVITY -    980,677.2   (mgal)                       NAVD 88
 RL0067
 RL0067  VERT ORDER      -  FIRST     CLASS II
 RL0067
 RL0067.The horizontal coordinates were scaled from a map and have
 RL0067.an estimated accuracy of +/- 6 seconds.
 RL0067
 RL0067.The orthometric height was determined by differential leveling and
 RL0067.adjusted by the NATIONAL GEODETIC SURVEY
 RL0067.in June 1991.
 RL0067
 RL0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0067.GEOID18 height accuracy estimate available here.
 RL0067
 RL0067.Click photographs - Photos may exist for this station.
 RL0067
 RL0067.The dynamic height is computed by dividing the NAVD 88
 RL0067.geopotential number by the normal gravity value computed on the
 RL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0067.degrees latitude (g = 980.6199 gals.).
 RL0067
 RL0067.The modeled gravity was interpolated from observed gravity values.
 RL0067
 RL0067;                    North         East    Units  Estimated Accuracy
 RL0067;SPC MI N     -   245,490.    7,890,560.      MT  (+/- 180 meters Scaled)
 RL0067
 RL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT905042(NAD 83)
 RL0067
 RL0067                          SUPERSEDED SURVEY CONTROL
 RL0067
 RL0067  NGVD 29 (??/??/92)  184.285  (m)          604.61   (f) ADJ UNCH    1 2
 RL0067
 RL0067.Superseded values are not recommended for survey control.
 RL0067
 RL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0067.See file dsdata.pdf to determine how the superseded data were derived.
 RL0067
 RL0067_MARKER: DB = BENCH MARK DISK
 RL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0067_STAMPING: D 62 1934
 RL0067_MARK LOGO: CGS
 RL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0067+STABILITY: SURFACE MOTION
 RL0067
 RL0067  HISTORY     - Date     Condition        Report By
 RL0067  HISTORY     - 1934     MONUMENTED       CGS
 RL0067  HISTORY     - 1952     MARK NOT FOUND   CGS
 RL0067  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0067
 RL0067                          STATION DESCRIPTION
 RL0067
 RL0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RL0067'AT PORTAGE ENTRY.
 RL0067'AT PORTAGE ENTRY, HOUGHTON COUNTY, ON COUNTY HIGHWAY 536, IN
 RL0067'FRONT OF THE GREEN SHINGLE HOUSE BELONGING TO JOHN KOSKL, 7
 RL0067'FEET EAST OF THE YARD GATE, AND 24 FEET NORTH OF THE CENTERLINE
 RL0067'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 62 1934 AND SET
 RL0067'IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY TORN OUT BY
 RL0067'ROAD GRADER IN THE WIDENING OF ROAD DITCH.
 RL0067
 RL0067                          STATION RECOVERY (1996)
 RL0067
 RL0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0067'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RL0067'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0875 ***********************************************************************
 MC0875  DESIGNATION -  D 63
 MC0875  PID         -  MC0875
 MC0875  STATE/COUNTY-  MI/MONROE
 MC0875  COUNTRY     -  US
 MC0875  USGS QUAD   -  STONY POINT (2017)
 MC0875
 MC0875                         *CURRENT SURVEY CONTROL
 MC0875  ______________________________________________________________________
 MC0875* NAD 83(1986) POSITION- 41 58 44.8    (N) 083 17 18.4    (W)   HD_HELD2
 MC0875* NAVD 88 ORTHO HEIGHT -   179.689 (meters)      589.53  (feet) ADJUSTED
 MC0875  ______________________________________________________________________
 MC0875  GEOID HEIGHT    -        -35.160 (meters)                     GEOID18
 MC0875  DYNAMIC HEIGHT  -        179.626 (meters)      589.32  (feet) COMP
 MC0875  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 MC0875
 MC0875  VERT ORDER      -  FIRST     CLASS 0
 MC0875
 MC0875.The horizontal coordinates were established by autonomous hand held GPS
 MC0875.observations and have an estimated accuracy of +/- 10 meters.
 MC0875
 MC0875.The orthometric height was determined by differential leveling and
 MC0875.adjusted by the NATIONAL GEODETIC SURVEY
 MC0875.in June 1991.
 MC0875
 MC0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0875.GEOID18 height accuracy estimate available here.
 MC0875
 MC0875.Click photographs - Photos may exist for this station.
 MC0875
 MC0875.The dynamic height is computed by dividing the NAVD 88
 MC0875.geopotential number by the normal gravity value computed on the
 MC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0875.degrees latitude (g = 980.6199 gals.).
 MC0875
 MC0875.The modeled gravity was interpolated from observed gravity values.
 MC0875
 MC0875;                    North         East    Units  Estimated Accuracy
 MC0875;SPC MI S     -    53,792.    4,089,361.      MT  (+/- 10 meters HH2 GPS)
 MC0875
 MC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1040949990(NAD 83)
 MC0875
 MC0875                          SUPERSEDED SURVEY CONTROL
 MC0875
 MC0875  NGVD 29 (??/??/92)  179.861  (m)          590.09   (f) ADJ UNCH    1 0
 MC0875
 MC0875.Superseded values are not recommended for survey control.
 MC0875
 MC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0875.See file dsdata.pdf to determine how the superseded data were derived.
 MC0875
 MC0875_MARKER: DD = SURVEY DISK
 MC0875_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0875_SP_SET: FOUNDATION
 MC0875_STAMPING: D 63 1932
 MC0875_MARK LOGO: USLS
 MC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0875+STABILITY: SURFACE MOTION
 MC0875
 MC0875  HISTORY     - Date     Condition        Report By
 MC0875  HISTORY     - 1932     MONUMENTED       USLS
 MC0875  HISTORY     - 1969     GOOD             USLS
 MC0875  HISTORY     - 19920820 GOOD             USPSQD
 MC0875
 MC0875                          STATION DESCRIPTION
 MC0875
 MC0875'DESCRIBED BY US LAKE SURVEY 1969
 MC0875'IN MONROE.
 MC0875'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 1.0 MILE SOUTH OF
 MC0875'NEWPORT, ON THE EAST SIDE OF DIXIE HIGHWAY (M-56), AT THE SOUTHEAST
 MC0875'CORNER OF INTERSECTION WITH POST ROAD, ON THE NORTH FACE OF TWO-STORY
 MC0875'FRAME FARM HOUSE, 12.3 FEET FROM THE NORTHWEST CORNER, 2.0 FEET ABOVE
 MC0875'THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0875'STONE FOUNDATION.
 MC0875
 MC0875                          STATION RECOVERY (1992)
 MC0875
 MC0875'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0282 ***********************************************************************
 RL0282  DESIGNATION -  D 63
 RL0282  PID         -  RL0282
 RL0282  STATE/COUNTY-  MI/IRON
 RL0282  COUNTRY     -  US
 RL0282  USGS QUAD   -  BEECHWOOD (2017)
 RL0282
 RL0282                         *CURRENT SURVEY CONTROL
 RL0282  ______________________________________________________________________
 RL0282* NAD 83(1986) POSITION- 46 13 30.     (N) 088 52 10.     (W)   SCALED
 RL0282* NAVD 88 ORTHO HEIGHT -   488.568 (meters)     1602.91  (feet) ADJUSTED
 RL0282  ______________________________________________________________________
 RL0282  GEOID HEIGHT    -        -31.710 (meters)                     GEOID18
 RL0282  DYNAMIC HEIGHT  -        488.575 (meters)     1602.93  (feet) COMP
 RL0282  MODELED GRAVITY -    980,613.4   (mgal)                       NAVD 88
 RL0282
 RL0282  VERT ORDER      -  SECOND    CLASS 0
 RL0282
 RL0282.The horizontal coordinates were scaled from a map and have
 RL0282.an estimated accuracy of +/- 6 seconds.
 RL0282
 RL0282.The orthometric height was determined by differential leveling and
 RL0282.adjusted by the NATIONAL GEODETIC SURVEY
 RL0282.in June 1991.
 RL0282
 RL0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0282.GEOID18 height accuracy estimate available here.
 RL0282
 RL0282.Click photographs - Photos may exist for this station.
 RL0282
 RL0282.The dynamic height is computed by dividing the NAVD 88
 RL0282.geopotential number by the normal gravity value computed on the
 RL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0282.degrees latitude (g = 980.6199 gals.).
 RL0282
 RL0282.The modeled gravity was interpolated from observed gravity values.
 RL0282
 RL0282;                    North         East    Units  Estimated Accuracy
 RL0282;SPC MI N     -   161,930.    7,855,800.      MT  (+/- 180 meters Scaled)
 RL0282
 RL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS558207(NAD 83)
 RL0282
 RL0282                          SUPERSEDED SURVEY CONTROL
 RL0282
 RL0282  NGVD 29 (??/??/92)  488.581  (m)         1602.95   (f) ADJ UNCH    2 0
 RL0282
 RL0282.Superseded values are not recommended for survey control.
 RL0282
 RL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0282.See file dsdata.pdf to determine how the superseded data were derived.
 RL0282
 RL0282_MARKER: DB = BENCH MARK DISK
 RL0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0282_STAMPING: D 63 1934
 RL0282_MARK LOGO: CGS
 RL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0282+STABILITY: SURFACE MOTION
 RL0282
 RL0282  HISTORY     - Date     Condition        Report By
 RL0282  HISTORY     - 1934     MONUMENTED       CGS
 RL0282  HISTORY     - 1940     POOR             CGS
 RL0282  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0282  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0282  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0282
 RL0282                          STATION DESCRIPTION
 RL0282
 RL0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0282'2.7 MI SE FROM ELMWOOD.
 RL0282'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0282'FROM ELMWOOD, IRON COUNTY, 13 RAILS WEST OF MILEPOST POWERS
 RL0282'84, 40 FEET EAST OF A WHISTLE POST, AND 12 FEET NORTH OF THE
 RL0282'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 63 1934
 RL0282'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RL0282'GROUND.  NOTE-- KNOCKED OUT OF POSITION.
 RL0282
 RL0282                          STATION RECOVERY (1978)
 RL0282
 RL0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0282'MARK NOT FOUND.
 RL0282
 RL0282                          STATION RECOVERY (1997)
 RL0282
 RL0282'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0282'MARK NOT FOUND.
 RL0282
 RL0282                          STATION RECOVERY (2002)
 RL0282
 RL0282'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0868 ***********************************************************************
 MC0868  DESIGNATION -  D 64
 MC0868  PID         -  MC0868
 MC0868  STATE/COUNTY-  MI/MONROE
 MC0868  COUNTRY     -  US
 MC0868  USGS QUAD   -  STONY POINT (2017)
 MC0868
 MC0868                         *CURRENT SURVEY CONTROL
 MC0868  ______________________________________________________________________
 MC0868* NAD 83(1986) POSITION- 41 58 01.4    (N) 083 17 27.4    (W)   HD_HELD2
 MC0868* NAVD 88 ORTHO HEIGHT -   180.626 (meters)      592.60  (feet) ADJUSTED
 MC0868  ______________________________________________________________________
 MC0868  GEOID HEIGHT    -        -35.187 (meters)                     GEOID18
 MC0868  DYNAMIC HEIGHT  -        180.562 (meters)      592.39  (feet) COMP
 MC0868  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 MC0868
 MC0868  VERT ORDER      -  FIRST     CLASS 0
 MC0868
 MC0868.The horizontal coordinates were established by autonomous hand held GPS
 MC0868.observations and have an estimated accuracy of +/- 10 meters.
 MC0868
 MC0868.The orthometric height was determined by differential leveling and
 MC0868.adjusted by the NATIONAL GEODETIC SURVEY
 MC0868.in June 1991.
 MC0868
 MC0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0868.GEOID18 height accuracy estimate available here.
 MC0868
 MC0868.Click photographs - Photos may exist for this station.
 MC0868
 MC0868.The dynamic height is computed by dividing the NAVD 88
 MC0868.geopotential number by the normal gravity value computed on the
 MC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0868.degrees latitude (g = 980.6199 gals.).
 MC0868
 MC0868.The modeled gravity was interpolated from observed gravity values.
 MC0868
 MC0868;                    North         East    Units  Estimated Accuracy
 MC0868;SPC MI S     -    52,450.    4,089,171.      MT  (+/- 10 meters HH2 GPS)
 MC0868
 MC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1016648657(NAD 83)
 MC0868
 MC0868                          SUPERSEDED SURVEY CONTROL
 MC0868
 MC0868  NGVD 29 (??/??/92)  180.797  (m)          593.16   (f) ADJ UNCH    1 0
 MC0868
 MC0868.Superseded values are not recommended for survey control.
 MC0868
 MC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0868.See file dsdata.pdf to determine how the superseded data were derived.
 MC0868
 MC0868_MARKER: DD = SURVEY DISK
 MC0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0868_SP_SET: BUILDING FOUNDATION
 MC0868_STAMPING: D 64 1932
 MC0868_MARK LOGO: USLS
 MC0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0868+STABILITY: SURFACE MOTION
 MC0868
 MC0868  HISTORY     - Date     Condition        Report By
 MC0868  HISTORY     - 1932     MONUMENTED       USLS
 MC0868  HISTORY     - 1969     GOOD             USLS
 MC0868  HISTORY     - 19920820 GOOD             USPSQD
 MC0868
 MC0868                          STATION DESCRIPTION
 MC0868
 MC0868'DESCRIBED BY US LAKE SURVEY 1969
 MC0868'IN MONROE.
 MC0868'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 2.0 MILES SOUTH OF
 MC0868'NEWPORT, ON THE WEST SIDE OF DIXIE HIGHWAY (M-56), ON THE EAST FACE OF
 MC0868'TWO-STORY ASBESTOS SHINGLED FRAME FARM HOUSE NO. 6175, 3.6 FEET FROM
 MC0868'THE NORTHEAST CORNER, 1.0 FOOT ABOVE THE GROUND, BEING HORIZONTAL LINE
 MC0868'OF CROSS ON BRONZE DISC SET INTO THE STONE FOUNDATION.
 MC0868
 MC0868                          STATION RECOVERY (1992)
 MC0868
 MC0868'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0008 ***********************************************************************
 QM0008  DESIGNATION -  D 64
 QM0008  PID         -  QM0008
 QM0008  STATE/COUNTY-  MI/DICKINSON
 QM0008  COUNTRY     -  US
 QM0008  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0008
 QM0008                         *CURRENT SURVEY CONTROL
 QM0008  ______________________________________________________________________
 QM0008* NAD 83(1986) POSITION- 45 49 06.8    (N) 088 03 55.8    (W)   HD_HELD2
 QM0008* NAVD 88 ORTHO HEIGHT -   346.535 (meters)     1136.92  (feet) ADJUSTED
 QM0008  ______________________________________________________________________
 QM0008  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 QM0008  DYNAMIC HEIGHT  -        346.529 (meters)     1136.90  (feet) COMP
 QM0008  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QM0008
 QM0008  VERT ORDER      -  SECOND    CLASS I
 QM0008
 QM0008.The horizontal coordinates were established by autonomous hand held GPS
 QM0008.observations and have an estimated accuracy of +/- 10 meters.
 QM0008
 QM0008.The orthometric height was determined by differential leveling and
 QM0008.adjusted by the NATIONAL GEODETIC SURVEY
 QM0008.in June 1991.
 QM0008
 QM0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0008.GEOID18 height accuracy estimate available here.
 QM0008
 QM0008.Click photographs - Photos may exist for this station.
 QM0008
 QM0008.The dynamic height is computed by dividing the NAVD 88
 QM0008.geopotential number by the normal gravity value computed on the
 QM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0008.degrees latitude (g = 980.6199 gals.).
 QM0008
 QM0008.The modeled gravity was interpolated from observed gravity values.
 QM0008
 QM0008;                    North         East    Units  Estimated Accuracy
 QM0008;SPC MI N     -   115,616.    7,917,201.      MT  (+/- 10 meters HH2 GPS)
 QM0008
 QM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1722674440(NAD 83)
 QM0008
 QM0008                          SUPERSEDED SURVEY CONTROL
 QM0008
 QM0008  NGVD 29 (??/??/92)  346.545  (m)         1136.96   (f) ADJ UNCH    2 0
 QM0008
 QM0008.Superseded values are not recommended for survey control.
 QM0008
 QM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0008.See file dsdata.pdf to determine how the superseded data were derived.
 QM0008
 QM0008_MARKER: DB = BENCH MARK DISK
 QM0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0008_SP_SET: BUILDING WALL
 QM0008_STAMPING: D 64 1934
 QM0008_MARK LOGO: CGS
 QM0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0008+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 QM0008
 QM0008  HISTORY     - Date     Condition        Report By
 QM0008  HISTORY     - 1934     MONUMENTED       CGS
 QM0008  HISTORY     - 1960     GOOD             CGS
 QM0008  HISTORY     - 1966     GOOD             CGS
 QM0008  HISTORY     - 19950411 GOOD             MIDT
 QM0008  HISTORY     - 19960906 GOOD             MIDT
 QM0008  HISTORY     - 20011008 GOOD             USPSQD
 QM0008  HISTORY     - 20031022 GOOD             USPSQD
 QM0008  HISTORY     - 20050606 GOOD             USPSQD
 QM0008  HISTORY     - 20060830 GOOD             USPSQD
 QM0008  HISTORY     - 20141001 GOOD             WIDT
 QM0008
 QM0008                          STATION DESCRIPTION
 QM0008
 QM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QM0008'IN IRON MOUNTAIN.
 QM0008'AT IRON MOUNTAIN, IN THE SOUTH FACE OF THE MONTGOMERY WARD
 QM0008'STORE BUILDING, 4 FEET EAST OF THE SOUTHWEST CORNER, AND 2
 QM0008'FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED D 64 1934 AND
 QM0008'SET VERTICALLY.
 QM0008
 QM0008                          STATION RECOVERY (1966)
 QM0008
 QM0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (1995)
 QM0008
 QM0008'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0008'IN IRON MOUNTAIN, ALONG U.S. HIGHWAY 2 (STEPHENSON AVENUE) AT THE
 QM0008'INTERSECTION WITH A-STREET. BUILDING IS NOW CALLED DOWNTOWN PLAZA. TO
 QM0008'REACH FROM THE COURT HOUSE, GO WEST ALONG U.S.  HIGHWAY 2 FOR ONE
 QM0008'BLOCK TO A-STREET AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 QM0008'INTERSECTION.
 QM0008
 QM0008                          STATION RECOVERY (1996)
 QM0008
 QM0008'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QM0008'IN IRON MOUNTIAN, ALONG U.S. HIGHWAY 2 (STEPHENSON AVENUE) AT THE
 QM0008'INTERSECTION WITH A-STREET.  BUILDING IS NOW CALLED DOWNTOWN PLAZA. TO
 QM0008'REACH FROM THE COURT HOUSE, GO WEST ALONG U.S. HIGHWAY 2 FOR ONE BLOCK
 QM0008'TO  A-STREET AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 QM0008'INTERSECTION.
 QM0008
 QM0008                          STATION RECOVERY (2001)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2003)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJR)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2005)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2006)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2014)
 QM0008
 QM0008'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0350 ***********************************************************************
 MC0350  DESIGNATION -  D 65
 MC0350  PID         -  MC0350
 MC0350  STATE/COUNTY-  MI/MONROE
 MC0350  COUNTRY     -  US
 MC0350  USGS QUAD   -  STONY POINT (2017)
 MC0350
 MC0350                         *CURRENT SURVEY CONTROL
 MC0350  ______________________________________________________________________
 MC0350* NAD 83(1986) POSITION- 41 57 02.     (N) 083 18 15.     (W)   SCALED
 MC0350* NAVD 88 ORTHO HEIGHT -   180.362 (meters)      591.74  (feet) ADJUSTED
 MC0350  ______________________________________________________________________
 MC0350  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 MC0350  DYNAMIC HEIGHT  -        180.298 (meters)      591.53  (feet) COMP
 MC0350  MODELED GRAVITY -    980,264.7   (mgal)                       NAVD 88
 MC0350
 MC0350  VERT ORDER      -  FIRST     CLASS I
 MC0350
 MC0350.The horizontal coordinates were scaled from a map and have
 MC0350.an estimated accuracy of +/- 6 seconds.
 MC0350
 MC0350.The orthometric height was determined by differential leveling and
 MC0350.adjusted by the NATIONAL GEODETIC SURVEY
 MC0350.in June 1991.
 MC0350
 MC0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0350.GEOID18 height accuracy estimate available here.
 MC0350
 MC0350.Click photographs - Photos may exist for this station.
 MC0350
 MC0350.The dynamic height is computed by dividing the NAVD 88
 MC0350.geopotential number by the normal gravity value computed on the
 MC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0350.degrees latitude (g = 980.6199 gals.).
 MC0350
 MC0350.The modeled gravity was interpolated from observed gravity values.
 MC0350
 MC0350;                    North         East    Units  Estimated Accuracy
 MC0350;SPC MI S     -    50,600.    4,088,100.      MT  (+/- 180 meters Scaled)
 MC0350
 MC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG090468(NAD 83)
 MC0350
 MC0350                          SUPERSEDED SURVEY CONTROL
 MC0350
 MC0350  NGVD 29 (??/??/92)  180.528  (m)          592.28   (f) ADJ UNCH    1 1
 MC0350
 MC0350.Superseded values are not recommended for survey control.
 MC0350
 MC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0350.See file dsdata.pdf to determine how the superseded data were derived.
 MC0350
 MC0350_MARKER: DD = SURVEY DISK
 MC0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0350_SP_SET: BUILDING FOUNDATION
 MC0350_STAMPING: D 65 1932 MCK
 MC0350_MARK LOGO: USLS
 MC0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0350+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 MC0350
 MC0350  HISTORY     - Date     Condition        Report By
 MC0350  HISTORY     - 1932     MONUMENTED       USLS
 MC0350  HISTORY     - 1968     GOOD             CGS
 MC0350  HISTORY     - 1969     GOOD             USLS
 MC0350  HISTORY     - 1980     GOOD             NGS
 MC0350  HISTORY     - 19920820 GOOD             USPSQD
 MC0350  HISTORY     - 20070621 GOOD             WARNKE
 MC0350
 MC0350                          STATION DESCRIPTION
 MC0350
 MC0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0350'4.7 MI NE FROM MONROE.
 MC0350'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0350'RAILROAD FROM THE BRIDGE OVER THE BASIN RIVER AT MONROE, THENCE
 MC0350'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 120 YARDS SOUTH
 MC0350'OF THE JUNCTION OF WILLIAMS ROAD, SET VERTICALLY IN THE NORTH
 MC0350'FACE OF THE STONE FOUNDATION OF A LARGE TWO-STORIED FRAME HOUSE
 MC0350'WITH METAL SIDING AT 5046 WILLIAMS ROAD, 17 1/2 FEET EAST OF THE
 MC0350'NORTHWEST CORNER OF THE HOUSE AND 1 1/2 FEET ABOVE THE LEVEL OF
 MC0350'THE GROUND.
 MC0350
 MC0350                          STATION RECOVERY (1969)
 MC0350
 MC0350'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0350'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 3.5 MILES SOUTH OF
 MC0350'NEWPORT, AT BREST, MICHIGAN, APPROXIMATELY 1/4 MILE SOUTH OF ROAD TO
 MC0350'STONY POINT, 325 FEET EAST OF DIXIE HIGHWAY (M-56), ON THE NORTH SIDE
 MC0350'OF WILLIAMS STREET, ON THE WEST FACE OF LARGE TWO-STORY FRAME HOUSE,
 MC0350'17.5 FEET FROM THE SOUTHWEST CORNER, 1-1/2 FEET ABOVE THE GROUND,
 MC0350'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE STONE
 MC0350'FOUNDATION.
 MC0350
 MC0350                          STATION RECOVERY (1980)
 MC0350
 MC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0350'RECOVERED IN GOOD CONDITION.
 MC0350
 MC0350                          STATION RECOVERY (1992)
 MC0350
 MC0350'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0350'RECOVERED IN GOOD CONDITION.
 MC0350
 MC0350                          STATION RECOVERY (2007)
 MC0350
 MC0350'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0350'THE STATION IS LOCATED NE OF MONROE IN FRENCHTOWN TWP AT RES'D NO.5046
 MC0350'WILLIAMS ST., 3.0 MILES TO FRENCHTOWN TWP. HALL, 4.7 MILES TO DETROIT
 MC0350'EDISON GENERATION PLANT, 6.9 MILES TO MONROE CO. CUSTER AIRPORT,
 MC0350'
 MC0350'TO REACH THE STATION FROM THE INTERSECTION OF N.DIXIE HWY. AND I-75,
 MC0350'
 MC0350'HEAD NE'LY ON N. DIXIE HWY FOR 2.4 MILES PASSING THE INTERSECTION
 MC0350'NADEAU RD. CONTINUING FOR 0.7 MILES TO WILLIAMS (RD. AND ST.) ST. ON
 MC0350'THE RIGHT. TURN RIGHT ON WILLIANS ST. HEAD SE'LY +/-300' TO RES'D
 MC0350'NO.5046
 MC0350'
 MC0350'THE STATION IS FOUND 2-1/2IN. BRASS DISK IN STONE FOUNDATION OF RES'D.
 MC0350'NO.5046 WILLIAMS RD., 17.6' NE'LY OF W'LY CORNER, 1.15' ABOVE GROUND
 MC0350'GRADE, 0.08' BELOW ALUMINUM SIDING, JUST BEHIND GAS METER.
 MC0350'N45W 77.0' TO SW'LY CORNER OF RES'D NO.5062 WILLIAMS ST.
 MC0350'N40E 35.2' TO N'LY CORNER OF RES'D NO.5046 WILLIAMS ST.
 MC0350'N50W 29.5' TO SE'LY EDGE OF STONE DRIVE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0065 ***********************************************************************
 SG0065  DESIGNATION -  D 65
 SG0065  PID         -  SG0065
 SG0065  STATE/COUNTY-  MI/HOUGHTON
 SG0065  COUNTRY     -  US
 SG0065  USGS QUAD   -  HANCOCK (2017)
 SG0065
 SG0065                         *CURRENT SURVEY CONTROL
 SG0065  ______________________________________________________________________
 SG0065* NAD 83(1986) POSITION- 47 07 59.     (N) 088 36 09.     (W)   SCALED
 SG0065* NAVD 88 ORTHO HEIGHT -   245.401 (meters)      805.12  (feet) ADJUSTED
 SG0065  ______________________________________________________________________
 SG0065  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 SG0065  DYNAMIC HEIGHT  -        245.440 (meters)      805.25  (feet) COMP
 SG0065  MODELED GRAVITY -    980,764.3   (mgal)                       NAVD 88
 SG0065
 SG0065  VERT ORDER      -  FIRST     CLASS II
 SG0065
 SG0065.The horizontal coordinates were scaled from a map and have
 SG0065.an estimated accuracy of +/- 6 seconds.
 SG0065
 SG0065.The orthometric height was determined by differential leveling and
 SG0065.adjusted by the NATIONAL GEODETIC SURVEY
 SG0065.in June 1991.
 SG0065
 SG0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0065.GEOID18 height accuracy estimate available here.
 SG0065
 SG0065.Click photographs - Photos may exist for this station.
 SG0065
 SG0065.The dynamic height is computed by dividing the NAVD 88
 SG0065.geopotential number by the normal gravity value computed on the
 SG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0065.degrees latitude (g = 980.6199 gals.).
 SG0065
 SG0065.The modeled gravity was interpolated from observed gravity values.
 SG0065
 SG0065;                    North         East    Units  Estimated Accuracy
 SG0065;SPC MI N     -   262,400.    7,878,430.      MT  (+/- 180 meters Scaled)
 SG0065
 SG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT784211(NAD 83)
 SG0065
 SG0065                          SUPERSEDED SURVEY CONTROL
 SG0065
 SG0065  NGVD 29 (??/??/92)  245.413  (m)          805.16   (f) ADJ UNCH    1 2
 SG0065
 SG0065.Superseded values are not recommended for survey control.
 SG0065
 SG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0065.See file dsdata.pdf to determine how the superseded data were derived.
 SG0065
 SG0065_MARKER: DB = BENCH MARK DISK
 SG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0065_STAMPING: D 65 1934
 SG0065_MARK LOGO: CGS
 SG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0065+STABILITY: SURFACE MOTION
 SG0065
 SG0065  HISTORY     - Date     Condition        Report By
 SG0065  HISTORY     - 1934     MONUMENTED       CGS
 SG0065  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0065
 SG0065                          STATION DESCRIPTION
 SG0065
 SG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0065'AT HANCOCK.
 SG0065'AT HANCOCK, HOUGHTON COUNTY, ON THE MINERAL RANGE RAILROAD, 2 RAILS
 SG0065'SOUTH OF MILEPOST 2, 35 FEET NORTH OF A STREET CROSSING, AND 25
 SG0065'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED D 65 1934 AND
 SG0065'SET IN THE TOP OF A CONCRETE POST.
 SG0065
 SG0065                          STATION RECOVERY (1996)
 SG0065
 SG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0065'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0348 ***********************************************************************
 MC0348  DESIGNATION -  D 66
 MC0348  PID         -  MC0348
 MC0348  STATE/COUNTY-  MI/MONROE
 MC0348  COUNTRY     -  US
 MC0348  USGS QUAD   -  STONY POINT (2017)
 MC0348
 MC0348                         *CURRENT SURVEY CONTROL
 MC0348  ______________________________________________________________________
 MC0348* NAD 83(1986) POSITION- 41 56 38.     (N) 083 19 00.     (W)   SCALED
 MC0348* NAVD 88 ORTHO HEIGHT -   179.924 (meters)      590.30  (feet) ADJUSTED
 MC0348  ______________________________________________________________________
 MC0348  GEOID HEIGHT    -        -35.225 (meters)                     GEOID18
 MC0348  DYNAMIC HEIGHT  -        179.860 (meters)      590.09  (feet) COMP
 MC0348  MODELED GRAVITY -    980,263.9   (mgal)                       NAVD 88
 MC0348
 MC0348  VERT ORDER      -  FIRST     CLASS I
 MC0348
 MC0348.The horizontal coordinates were scaled from a map and have
 MC0348.an estimated accuracy of +/- 6 seconds.
 MC0348
 MC0348.The orthometric height was determined by differential leveling and
 MC0348.adjusted by the NATIONAL GEODETIC SURVEY
 MC0348.in June 1991.
 MC0348
 MC0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0348.GEOID18 height accuracy estimate available here.
 MC0348
 MC0348.Click photographs - Photos may exist for this station.
 MC0348
 MC0348.The dynamic height is computed by dividing the NAVD 88
 MC0348.geopotential number by the normal gravity value computed on the
 MC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0348.degrees latitude (g = 980.6199 gals.).
 MC0348
 MC0348.The modeled gravity was interpolated from observed gravity values.
 MC0348
 MC0348;                    North         East    Units  Estimated Accuracy
 MC0348;SPC MI S     -    49,850.    4,087,070.      MT  (+/- 180 meters Scaled)
 MC0348
 MC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079461(NAD 83)
 MC0348
 MC0348                          SUPERSEDED SURVEY CONTROL
 MC0348
 MC0348  NGVD 29 (??/??/92)  180.092  (m)          590.85   (f) ADJ UNCH    1 1
 MC0348
 MC0348.Superseded values are not recommended for survey control.
 MC0348
 MC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0348.See file dsdata.pdf to determine how the superseded data were derived.
 MC0348
 MC0348_MARKER: DD = SURVEY DISK
 MC0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0348_SP_SET: BUILDING FOUNDATION
 MC0348_STAMPING: D 66 1932
 MC0348_MARK LOGO: USLS
 MC0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0348+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 MC0348
 MC0348  HISTORY     - Date     Condition        Report By
 MC0348  HISTORY     - 1932     MONUMENTED       USLS
 MC0348  HISTORY     - 1968     GOOD             CGS
 MC0348  HISTORY     - 1969     GOOD             USLS
 MC0348  HISTORY     - 1980     GOOD             NGS
 MC0348  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0348  HISTORY     - 19920820 GOOD             USPSQD
 MC0348  HISTORY     - 20070621 GOOD             WARNKE
 MC0348
 MC0348                          STATION DESCRIPTION
 MC0348
 MC0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0348'3.9 MI NE FROM MONROE.
 MC0348'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0348'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0348'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 50, AT WOODLAND BEACH,
 MC0348'SET VERTICALLY IN THE NORTHEAST CONCRETE BLOCK FOUNDATION OF A
 MC0348'RESIDENCE AT HOUSE NUMBER 3376, 78 FEET SOUTHEAST OF THE CENTER
 MC0348'LINE OF THE HIGHWAY, 0.6 FOOT SOUTHEAST OF THE NORTH CORNER OF
 MC0348'THE HOUSE AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 MC0348
 MC0348                          STATION RECOVERY (1969)
 MC0348
 MC0348'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0348'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 4.0 MILES NORTH OF THE
 MC0348'RIVER RAISIN, ON THE EAST SIDE OF THE DIXIE HIGHWAY (M-56), AT
 MC0348'WOODLAND BEACH, ON THE NORTH FACE OF TWO-STORY WHITE FRAME HOUSE NO.
 MC0348'3376, 0.5 FOOT FROM THE NORTHWEST CORNER, 2 FEET ABOVE THE GROUND,
 MC0348'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 MC0348'BLOCK FOUNDATION.
 MC0348
 MC0348                          STATION RECOVERY (1980)
 MC0348
 MC0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0348'RECOVERED IN GOOD CONDITION.
 MC0348
 MC0348                          STATION RECOVERY (1983)
 MC0348
 MC0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0348'MARK NOT FOUND.
 MC0348
 MC0348                          STATION RECOVERY (1992)
 MC0348
 MC0348'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0348'RECOVERED IN GOOD CONDITION.
 MC0348
 MC0348                          STATION RECOVERY (2007)
 MC0348
 MC0348'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0348'STATION IS LOCATED IN THE NE'LY OF MONROE IN FRENCHTOWN TWP.
 MC0348'2.5 MILES TO FRENCHTOWN TWP HALL, 4.0 MILES TO DETROIT EDISON
 MC0348'GENERATION PLANT, 6.2 MILES TO MONROE CO. CUSTER AIRPORT
 MC0348'
 MC0348'TO REACH THE STATION FROM THE INTERSECTION OF N. DIXIE HWY AND I-75
 MC0348'HEAD E'LY ON N.DIXIE HWY. 2.2 MILES TO WOODLAND BEACH ENTRANCES,
 MC0348'CONTINUE ON N.DIXIE 0.1 MILE TURN RIGHT(SE'LY) INTO DRIVE FOR RES'D
 MC0348'NO.3376
 MC0348'
 MC0348'THE STATION IS A FOUND 2-1/2IN BRASS DISK IN NE'LY FACE OF CONC. BLOCK
 MC0348'FOUNDATION OF RES'D NO.3376 N.DIXIE HWY., 0.5' SE'LY. OF N'LY CORNER,
 MC0348'2.4'ABOVE GROUND GRADE, 0.8' BELOW SIDING.
 MC0348'N60E 4.5' TO W'LY EDGE OF ASPHALT DRIVE, S45E 29.6' TO E'LY CORNER OF
 MC0348'RES'D NO.3376, S70E 57.9' N'LY CORNER OF MOST E'LY GARAGE (2 GARAGES
 MC0348'ON SITE)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0037 ***********************************************************************
 SG0037  DESIGNATION -  D 66
 SG0037  PID         -  SG0037
 SG0037  STATE/COUNTY-  MI/KEWEENAW
 SG0037  COUNTRY     -  US
 SG0037  USGS QUAD   -  DELAWARE (2017)
 SG0037
 SG0037                         *CURRENT SURVEY CONTROL
 SG0037  ______________________________________________________________________
 SG0037* NAD 83(1986) POSITION- 47 25 48.     (N) 088 02 13.     (W)   SCALED
 SG0037* NAVD 88 ORTHO HEIGHT -   325.176 (meters)     1066.85  (feet) ADJUSTED
 SG0037  ______________________________________________________________________
 SG0037  GEOID HEIGHT    -        -35.068 (meters)                     GEOID18
 SG0037  DYNAMIC HEIGHT  -        325.231 (meters)     1067.03  (feet) COMP
 SG0037  MODELED GRAVITY -    980,773.0   (mgal)                       NAVD 88
 SG0037
 SG0037  VERT ORDER      -  FIRST     CLASS II
 SG0037
 SG0037.The horizontal coordinates were scaled from a map and have
 SG0037.an estimated accuracy of +/- 6 seconds.
 SG0037
 SG0037.The orthometric height was determined by differential leveling and
 SG0037.adjusted by the NATIONAL GEODETIC SURVEY
 SG0037.in June 1991.
 SG0037
 SG0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0037.GEOID18 height accuracy estimate available here.
 SG0037
 SG0037.Click photographs - Photos may exist for this station.
 SG0037
 SG0037.The dynamic height is computed by dividing the NAVD 88
 SG0037.geopotential number by the normal gravity value computed on the
 SG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0037.degrees latitude (g = 980.6199 gals.).
 SG0037
 SG0037.The modeled gravity was interpolated from observed gravity values.
 SG0037
 SG0037;                    North         East    Units  Estimated Accuracy
 SG0037;SPC MI N     -   294,700.    7,921,760.      MT  (+/- 180 meters Scaled)
 SG0037
 SG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT218534(NAD 83)
 SG0037
 SG0037                          SUPERSEDED SURVEY CONTROL
 SG0037
 SG0037  NGVD 29 (??/??/92)  325.178  (m)         1066.85   (f) ADJ UNCH    1 2
 SG0037
 SG0037.Superseded values are not recommended for survey control.
 SG0037
 SG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0037.See file dsdata.pdf to determine how the superseded data were derived.
 SG0037
 SG0037_MARKER: DB = BENCH MARK DISK
 SG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0037_STAMPING: D 66 1934
 SG0037_MARK LOGO: CGS
 SG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0037+STABILITY: SURFACE MOTION
 SG0037
 SG0037  HISTORY     - Date     Condition        Report By
 SG0037  HISTORY     - 1934     MONUMENTED       CGS
 SG0037  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0037
 SG0037                          STATION DESCRIPTION
 SG0037
 SG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0037'19 MI N FROM MOHAWK.
 SG0037'ABOUT 19 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0037'COUNTY, ABOUT 8 MILES WEST OF COPPER HARBOR, NEAR A FERN SWAMP
 SG0037'NORTH OF THE HIGHWAY AND A GRASSY SWAMP SOUTH OF THE HIGHWAY, ON
 SG0037'THE OUTSIDE OF A CURVE, 12 FEET FROM A PERMANENT SLOW SIGN,
 SG0037'AND 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SG0037'DISK, STAMPED D 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0037
 SG0037                          STATION RECOVERY (1996)
 SG0037
 SG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0037'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 SG0037'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0346 ***********************************************************************
 MC0346  DESIGNATION -  D 67
 MC0346  PID         -  MC0346
 MC0346  STATE/COUNTY-  MI/MONROE
 MC0346  COUNTRY     -  US
 MC0346  USGS QUAD   -  STONY POINT (2017)
 MC0346
 MC0346                         *CURRENT SURVEY CONTROL
 MC0346  ______________________________________________________________________
 MC0346* NAD 83(1986) POSITION- 41 55 58.     (N) 083 20 16.     (W)   SCALED
 MC0346* NAVD 88 ORTHO HEIGHT -   179.619 (meters)      589.30  (feet) ADJUSTED
 MC0346  ______________________________________________________________________
 MC0346  GEOID HEIGHT    -        -35.235 (meters)                     GEOID18
 MC0346  DYNAMIC HEIGHT  -        179.554 (meters)      589.09  (feet) COMP
 MC0346  MODELED GRAVITY -    980,262.4   (mgal)                       NAVD 88
 MC0346
 MC0346  VERT ORDER      -  FIRST     CLASS I
 MC0346
 MC0346.The horizontal coordinates were scaled from a map and have
 MC0346.an estimated accuracy of +/- 6 seconds.
 MC0346
 MC0346.The orthometric height was determined by differential leveling and
 MC0346.adjusted by the NATIONAL GEODETIC SURVEY
 MC0346.in June 1991.
 MC0346
 MC0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0346.GEOID18 height accuracy estimate available here.
 MC0346
 MC0346.Click photographs - Photos may exist for this station.
 MC0346
 MC0346.The dynamic height is computed by dividing the NAVD 88
 MC0346.geopotential number by the normal gravity value computed on the
 MC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0346.degrees latitude (g = 980.6199 gals.).
 MC0346
 MC0346.The modeled gravity was interpolated from observed gravity values.
 MC0346
 MC0346;                    North         East    Units  Estimated Accuracy
 MC0346;SPC MI S     -    48,600.    4,085,340.      MT  (+/- 180 meters Scaled)
 MC0346
 MC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG061449(NAD 83)
 MC0346
 MC0346                          SUPERSEDED SURVEY CONTROL
 MC0346
 MC0346  NGVD 29 (??/??/92)  179.789  (m)          589.86   (f) ADJ UNCH    1 1
 MC0346
 MC0346.Superseded values are not recommended for survey control.
 MC0346
 MC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0346.See file dsdata.pdf to determine how the superseded data were derived.
 MC0346
 MC0346_MARKER: DD = SURVEY DISK
 MC0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0346_SP_SET: BUILDING FOUNDATION
 MC0346_STAMPING: D 67 1932
 MC0346_MARK LOGO: USLS
 MC0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0346+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 MC0346
 MC0346  HISTORY     - Date     Condition        Report By
 MC0346  HISTORY     - 1932     MONUMENTED       USLS
 MC0346  HISTORY     - 1968     GOOD             CGS
 MC0346  HISTORY     - 1969     GOOD             USLS
 MC0346  HISTORY     - 1980     GOOD             NGS
 MC0346  HISTORY     - 1983     GOOD             LOCSUR
 MC0346  HISTORY     - 19920820 POOR             USPSQD
 MC0346  HISTORY     - 20070621 GOOD             WARNKE
 MC0346
 MC0346                          STATION DESCRIPTION
 MC0346
 MC0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0346'2.6 MI NE FROM MONROE.
 MC0346'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0346'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0346'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 50, SET VERTICALLY IN
 MC0346'THE EAST FACE OF THE STONE FOUNDATION TO A RESIDENCE AT HOUSE
 MC0346'NUMBER 2302, (SIDE OF BUILDING IS COVERED WITH IMITATION BRICK
 MC0346'SIDING), 76.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.3
 MC0346'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT
 MC0346'ABOVE THE LEVEL OF THE GROUND.
 MC0346
 MC0346                          STATION RECOVERY (1969)
 MC0346
 MC0346'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0346'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 3.0 MILES NORTH OF THE
 MC0346'RIVER RAISIN, JUST SOUTH OF DETROIT BEACH, ON THE EAST SIDE OF THE
 MC0346'DIXIE HIGHWAY (M-56), ON THE NORTH FACE OF TWO-STORY FARM HOUSE NO.
 MC0346'2302 WHICH IS COVERED WITH RED BRICK COMPOSITION SIDING, 2.3 FEET FROM
 MC0346'THE NORTHWEST CORNER, 1 FOOT ABOVE THE GROUND, BEING HORIZONTAL LINE
 MC0346'OF CROSS ON BRONZE DISC SET INTO THE STONE FOUNDATION.
 MC0346
 MC0346                          STATION RECOVERY (1980)
 MC0346
 MC0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0346'RECOVERED IN GOOD CONDITION.
 MC0346
 MC0346                          STATION RECOVERY (1983)
 MC0346
 MC0346'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0346'ADD: IMITATION BRICK SIDING-SHOULD READ WHITE ALUM SIDING NOW.
 MC0346
 MC0346                          STATION RECOVERY (1992)
 MC0346
 MC0346'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0346'MARK RECOVERED IN POOR CONDITION.
 MC0346
 MC0346                          STATION RECOVERY (2007)
 MC0346
 MC0346'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0346'STATION IS LOCATED IN THE NE'LY PART OF MONROE AT RES'D NO.2302
 MC0346'N.DIXIE HWY. 2.O MILES TO FRENCHTOWN TWP HALL, 3.0 MILES TO DETROIT
 MC0346'EDISON GENERATION PLANT, 5.1 MILES TO MONROE CO. CUSTER AIRPORT
 MC0346'
 MC0346'TO REACH THE STATION FROM THE INTERSECTION OF N. DIXIE HWY AND I-75
 MC0346'HEAD E'LY ON N.DIXIE HWY. 0.9MILES TO SANDY CREEK RD. AND WATERWORKS
 MC0346'ST. CONTINUE ON N.DIXIE 0.2 MILE TURN RIGHT(S'LY) INTO ASPHALT DRIVE
 MC0346'FOR RES'D NO.2302 (DRIVE IS CONNECTED TO ASPHALT PARKING LOT FOR MINI
 MC0346'MART BLDG. NO.2284 WALK +/-50' E'LY FROM THE E. EDGE OF ASPHALT TO THE
 MC0346'NE CORNER OF RES'D NO.2302
 MC0346'
 MC0346'THE STATION IS A FOUND 2-1/2IN BRASS DISK IN E'LY FACE OF STONE
 MC0346'FOUNDATION OF RES'D NO.2302, 2.3' S. OF NE'LY CORNER, 0.85' ABOVE
 MC0346'GROUND GRADE, 0.60' BELOW ALUMINUM SIDING.
 MC0346'S70E 58' TO NW'LY CORNER OF RES'D NO.2318,N10E 52.5' TO TOP NUT FIRE
 MC0346'HYDRANT,N30W 50.9' TO SOUTH BACK OF CURB N.DIXIE HWY., S30E 45.6' TO
 MC0346'SE'LY CORNER OF RES'D NO.2302
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0341 ***********************************************************************
 MC0341  DESIGNATION -  D 69
 MC0341  PID         -  MC0341
 MC0341  STATE/COUNTY-  MI/MONROE
 MC0341  COUNTRY     -  US
 MC0341  USGS QUAD   -  STONY POINT (2017)
 MC0341
 MC0341                         *CURRENT SURVEY CONTROL
 MC0341  ______________________________________________________________________
 MC0341* NAD 83(1986) POSITION- 41 55 38.     (N) 083 21 20.     (W)   SCALED
 MC0341* NAVD 88 ORTHO HEIGHT -   181.152 (meters)      594.33  (feet) ADJUSTED
 MC0341  ______________________________________________________________________
 MC0341  GEOID HEIGHT    -        -35.235 (meters)                     GEOID18
 MC0341  DYNAMIC HEIGHT  -        181.087 (meters)      594.12  (feet) COMP
 MC0341  MODELED GRAVITY -    980,261.6   (mgal)                       NAVD 88
 MC0341
 MC0341  VERT ORDER      -  FIRST     CLASS 0
 MC0341
 MC0341.The horizontal coordinates were scaled from a map and have
 MC0341.an estimated accuracy of +/- 6 seconds.
 MC0341
 MC0341.The orthometric height was determined by differential leveling and
 MC0341.adjusted by the NATIONAL GEODETIC SURVEY
 MC0341.in June 1991.
 MC0341
 MC0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0341.GEOID18 height accuracy estimate available here.
 MC0341
 MC0341.Click photographs - Photos may exist for this station.
 MC0341
 MC0341.The dynamic height is computed by dividing the NAVD 88
 MC0341.geopotential number by the normal gravity value computed on the
 MC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0341.degrees latitude (g = 980.6199 gals.).
 MC0341
 MC0341.The modeled gravity was interpolated from observed gravity values.
 MC0341
 MC0341;                    North         East    Units  Estimated Accuracy
 MC0341;SPC MI S     -    47,960.    4,083,870.      MT  (+/- 180 meters Scaled)
 MC0341
 MC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG046443(NAD 83)
 MC0341
 MC0341                          SUPERSEDED SURVEY CONTROL
 MC0341
 MC0341  NGVD 29 (??/??/92)  181.322  (m)          594.89   (f) ADJ UNCH    1 0
 MC0341
 MC0341.Superseded values are not recommended for survey control.
 MC0341
 MC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0341.See file dsdata.pdf to determine how the superseded data were derived.
 MC0341
 MC0341_MARKER: DD = SURVEY DISK
 MC0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0341_SP_SET: BUILDING
 MC0341_STAMPING: D 69 1932 MCK
 MC0341_MARK LOGO: USLS
 MC0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0341
 MC0341  HISTORY     - Date     Condition        Report By
 MC0341  HISTORY     - 1932     MONUMENTED       USLS
 MC0341  HISTORY     - 1968     GOOD             CGS
 MC0341  HISTORY     - 1969     GOOD             USLS
 MC0341  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0341  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0341  HISTORY     - 20070621 MARK NOT FOUND   WARNKE
 MC0341
 MC0341                          STATION DESCRIPTION
 MC0341
 MC0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0341'1.7 MI NE FROM MONROE.
 MC0341'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO RAILROAD
 MC0341'FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE 0.8 MILE
 MC0341'NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 0.2 MILE EAST OF THE EAST
 MC0341'END OF THE INTERSTATE HIGHWAY 75 OVERPASS, SET VERTICALLY IN THE
 MC0341'EAST FACE AND NEAR THE NORTHEAST CORNER OF A LARGE TWO-STORIED
 MC0341'BRICK HOME, 136 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.6
 MC0341'FEET SOUTH OF THE NORTHEAST CORNER OF THE HOUSE AND 2.4 FEET
 MC0341'ABOVE THE LEVEL OF THE GROUND.
 MC0341
 MC0341                          STATION RECOVERY (1969)
 MC0341
 MC0341'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0341'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 2.0 MILES NORTH OF THE
 MC0341'RIVER RAISIN, ON THE EAST SIDE OF DIXIE HIGHWAY (M-56), ON EAST FACE
 MC0341'OF YELLOW BRICK FARM HOUSE NO. 1494, 4.6 FEET FROM THE NORTHEAST
 MC0341'CORNER, BETWEEN THE ELEVENTH AND TWELFTH COURSES OF BRICK ABOVE WATER
 MC0341'TABLE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0341'WALL.
 MC0341
 MC0341                          STATION RECOVERY (1980)
 MC0341
 MC0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0341'NOT RECOVERED, CONSIDERED DESTROYED, THE TWO STORY HOUSE HAS BEEN
 MC0341'TORN DOWN AND IS NOW A PARKING LOT FOR GOLF COURSE.
 MC0341
 MC0341                          STATION RECOVERY (1983)
 MC0341
 MC0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0341'MARK NOT FOUND.
 MC0341
 MC0341                          STATION RECOVERY (2007)
 MC0341
 MC0341'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1364 ***********************************************************************
 NE1364  DESIGNATION -  D 69
 NE1364  PID         -  NE1364
 NE1364  STATE/COUNTY-  MI/WAYNE
 NE1364  COUNTRY     -  US
 NE1364  USGS QUAD   -  DEARBORN (2017)
 NE1364
 NE1364                         *CURRENT SURVEY CONTROL
 NE1364  ______________________________________________________________________
 NE1364* NAD 83(1994) POSITION- 42 21 22.50683(N) 083 14 50.22070(W)   ADJUSTED
 NE1364* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) SCALED
 NE1364  ______________________________________________________________________
 NE1364  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 NE1364  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 NE1364  HORZ ORDER      -  SECOND
 NE1364
 NE1364.The horizontal coordinates were established by classical geodetic methods
 NE1364.and adjusted by the National Geodetic Survey in February 1997.
 NE1364
 NE1364.The orthometric height was scaled from a topographic map.
 NE1364
 NE1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1364.GEOID18 height accuracy estimate available here.
 NE1364
 NE1364.Click photographs - Photos may exist for this station.
 NE1364
 NE1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1364
 NE1364. The following values were computed from the NAD 83(1994) position.
 NE1364
 NE1364;                    North         East     Units Scale Factor Converg.
 NE1364;SPC MI S     -    95,723.707 4,092,215.254   MT  0.99994918   +0 45 42.4
 NE1364;SPC MI S     -   314,054.16 13,425,903.06   iFT  0.99994918   +0 45 42.4
 NE1364;UTM  17      - 4,691,777.758   314,922.576   MT  1.00002147   -1 30 52.2
 NE1364
 NE1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1364!SPC MI S     -   0.99997591  x   0.99994918  =   0.99992510
 NE1364!UTM  17      -   0.99997591  x   1.00002147  =   0.99999738
 NE1364
 NE1364:                Primary Azimuth Mark                     Grid Az
 NE1364:SPC MI S     -  D 69 AZ MK                               281 12 26.7
 NE1364:UTM  17      -  D 69 AZ MK                               283 29 01.3
 NE1364
 NE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1492291777(NAD 83)
 NE1364
 NE1364|---------------------------------------------------------------------|
 NE1364| PID    Reference Object                     Distance      Geod. Az  |
 NE1364|                                                           dddmmss.s |
 NE1364| NE1374 DETROIT RADIO STA WTET FM MAST      APPROX. 2.4 KM 0081628.4 |
 NE1364| NE1358 DETROIT RADIO STA WXYZ E MAST       APPROX. 4.0 KM 0845607.6 |
 NE1364| CH0955 D 69 RM 1                            24.790 METERS 22822     |
 NE1364| CH0954 D 69 AZ MK                                         2815809.1 |
 NE1364| CH0956 D 69 RM 2                            24.067 METERS 34110     |
 NE1364|---------------------------------------------------------------------|
 NE1364
 NE1364                          SUPERSEDED SURVEY CONTROL
 NE1364
 NE1364  NAD 83(1986)-  42 21 22.51363(N)    083 14 50.24958(W) AD(       ) 2
 NE1364  NAD 27      -  42 21 22.38370(N)    083 14 50.50610(W) AD(       ) 2
 NE1364
 NE1364.Superseded values are not recommended for survey control.
 NE1364
 NE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1364.See file dsdata.pdf to determine how the superseded data were derived.
 NE1364
 NE1364_MARKER: DB = BENCH MARK DISK
 NE1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1364_STAMPING: D 69 1957
 NE1364_MARK LOGO: CGS
 NE1364_PROJECTION: FLUSH
 NE1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1364+STABILITY: SURFACE MOTION
 NE1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1364+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 NE1364
 NE1364  HISTORY     - Date     Condition        Report By
 NE1364  HISTORY     - 1957     MONUMENTED       CGS
 NE1364  HISTORY     - 1957     GOOD             CGS
 NE1364  HISTORY     - 1980     GOOD             MIDH
 NE1364  HISTORY     - 19921112 GOOD             LOCENG
 NE1364  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 NE1364
 NE1364                          STATION DESCRIPTION
 NE1364
 NE1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1364'THE STATION IS ABOUT 9-1/2 MILES WEST OF THE CENTER OF DOWNTOWN
 NE1364'DETROIT, 3-1/2 MILES NORTH OF DEARBORN NEAR THE INTERSECTION OF JOY
 NE1364'ROAD AND TRINITY STREET IN THE EAST CENTRAL PART OF ROUGE PARK AND IS
 NE1364'ON U.S. GOVERNMENT OWNED PROPERTY.  IT IS 103 FEET WEST OF THE
 NE1364'CENTERLINE OF TRINITY STREET, 95 FEET SOUTH OF A CYCLONE FENCE CORNER,
 NE1364'50 FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 12 FEET WEST
 NE1364'OF THE CYCLONE FENCE AND WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NE1364'AND THE DISK IS STAMPED D 69.
 NE1364'
 NE1364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH
 NE1364'ROAD) AND STATE HIGHWAY 153 (FORD ROAD) IN THE WEST EDGE OF DETROIT,
 NE1364'GO NORTH ON HIGHWAY 24, FOR 2.0 MILES TO THE INTERSECTION OF JOY ROAD.
 NE1364'TURN RIGHT AND GO EAST ON JOY ROAD FOR 1.05 MILES TO THE AZIMUTH MARK
 NE1364'ON THE RIGHT.  CONTINUE EAST ON JOY ROAD FOR 0.3 MILE TO A DRIVEWAY ON
 NE1364'THE RIGHT.  TURN RIGHT AND GO SOUTH FOR ABOUT 100 FEET TO A LARGE
 NE1364'CYCLONE FENCE GATE.  PASS THROUGH GATE AND CONTINUE SOUTH ON DRIVEWAY
 NE1364'TO A CIRCULAR DRIVEWAY.  TURN LEFT AND GO SOUTHEAST ON DRIVEWAY FOR
 NE1364'0.05 MILE TO THE STATION ON THE LEFT.
 NE1364'
 NE1364'REFERENCE MARK 1 IS 73 FEET WEST OF THE CYCLONE FENCE, 12 FEET EAST OF
 NE1364'THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 NE1364'STAMPED D 69 NO 1 1957.
 NE1364'
 NE1364'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE CYCLONE FENCE CORNER, 32
 NE1364'FEET SOUTH OF THE CYCLONE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 NE1364'IS STAMPED D 69 NO 2 1957.
 NE1364'
 NE1364'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTERLINE OF JOY ROAD, 17
 NE1364'FEET SOUTHWEST OF A FIRE HYDRANT AND 7 FEET EAST OF AN 8 INCH ELM
 NE1364'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 69 1957.
 NE1364'
 NE1364'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NE1364
 NE1364                          STATION RECOVERY (1957)
 NE1364
 NE1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1364'RECOVERED IN GOOD CONDITION.
 NE1364
 NE1364                          STATION RECOVERY (1980)
 NE1364
 NE1364'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1364'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THEY ARE
 NE1364'INTERVISABLE.
 NE1364
 NE1364                          STATION RECOVERY (1992)
 NE1364
 NE1364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE1364'STATION IS LOCATED IN QUAD.  420832.  IN THE SOUTHWEST PART OF
 NE1364'DETROIT, IN THE ROUGE PARK NEAR THE INTERSECTION OF JOY ROAD AND
 NE1364'TRINITY STREET AND IS LOCATED ON THE DEARBORN QUADRANGLE MAP.  TO
 NE1364'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH
 NE1364'ROAD) AND STATE HIGHWAY 153 (FORD ROAD), GO NORTH ON U.S. HIGHWAY 24
 NE1364'FOR 2.O MI TO THE INTERSECTION OF JOY ROAD.  TURN RIGHT AND GO EAST
 NE1364'ON JOY ROAD FOR 1.35 MI (2.17 KM) TO TRINITY STREET, TURN RIGHT AND
 NE1364'GO SOUTH ON TRINITY STREET FOR 0.06 MI (0.10 KM) TO THE STATION ON
 NE1364'THE RIGHT, 400 FT (121.9 M) SOUTH OF THE CENTERLINE OF JOY ROAD, AND
 NE1364'103 FT (31.4 M) WEST OF THE CENTERLINE OF TRINITY STREET, AND 272 FT
 NE1364'(82.9 M) NORTH OF THE FENCE AT THE WALDO E. LESSENGER JR.  HIGH
 NE1364'SCHOOL AND THE CENTERLINE OF A STREET TO THE EAST.  OPPOSITE HOUSE
 NE1364'NUMBER 8642 TRINITY.  DESCRIBED BY K. S. WILKERSON, P.S. AND P.E.,
 NE1364'O.H.M.
 NE1364
 NE1364                          STATION RECOVERY (1999)
 NE1364
 NE1364'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0628 ***********************************************************************
 NE0628  DESIGNATION -  D 7
 NE0628  PID         -  NE0628
 NE0628  STATE/COUNTY-  MI/WAYNE
 NE0628  COUNTRY     -  US
 NE0628  USGS QUAD   -  DETROIT (2017)
 NE0628
 NE0628                         *CURRENT SURVEY CONTROL
 NE0628  ______________________________________________________________________
 NE0628* NAD 83(1986) POSITION- 42 18 51.     (N) 083 04 32.     (W)   SCALED
 NE0628* NAVD 88 ORTHO HEIGHT -   178.869 (meters)      586.84  (feet) ADJUSTED
 NE0628  ______________________________________________________________________
 NE0628  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 NE0628  DYNAMIC HEIGHT  -        178.816 (meters)      586.67  (feet) COMP
 NE0628  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 NE0628
 NE0628  VERT ORDER      -  FIRST     CLASS 0
 NE0628
 NE0628.The horizontal coordinates were scaled from a map and have
 NE0628.an estimated accuracy of +/- 6 seconds.
 NE0628
 NE0628.The orthometric height was determined by differential leveling and
 NE0628.adjusted by the NATIONAL GEODETIC SURVEY
 NE0628.in June 1991.
 NE0628
 NE0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0628.GEOID18 height accuracy estimate available here.
 NE0628
 NE0628.Click photographs - Photos may exist for this station.
 NE0628
 NE0628.The dynamic height is computed by dividing the NAVD 88
 NE0628.geopotential number by the normal gravity value computed on the
 NE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0628.degrees latitude (g = 980.6199 gals.).
 NE0628
 NE0628.The modeled gravity was interpolated from observed gravity values.
 NE0628
 NE0628;                    North         East    Units  Estimated Accuracy
 NE0628;SPC MI S     -    91,250.    4,106,430.      MT  (+/- 180 meters Scaled)
 NE0628
 NE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG289867(NAD 83)
 NE0628
 NE0628                          SUPERSEDED SURVEY CONTROL
 NE0628
 NE0628  NGVD 29 (01/19/93)  179.044  (m)          587.41   (f) ADJUSTED    1 0
 NE0628  NGVD 29 (??/??/87)  179.044  (m)          587.41   (f) SUPERSEDED  1 0
 NE0628
 NE0628.Superseded values are not recommended for survey control.
 NE0628
 NE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0628.See file dsdata.pdf to determine how the superseded data were derived.
 NE0628
 NE0628_MARKER: DD = SURVEY DISK
 NE0628_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0628_SP_SET: BRIDGE ABUTMENT
 NE0628_STAMPING: D 7 1932 MCK
 NE0628_MARK LOGO: USLS
 NE0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0628+STABILITY: POSITION/ELEVATION WELL
 NE0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0628+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 NE0628
 NE0628  HISTORY     - Date     Condition        Report By
 NE0628  HISTORY     - 1932     MONUMENTED       USLS
 NE0628  HISTORY     - 1970     GOOD             USLS
 NE0628  HISTORY     - 1980     GOOD             NGS
 NE0628  HISTORY     - 1983     GOOD             USPSQD
 NE0628  HISTORY     - 1985     GOOD             NGS
 NE0628  HISTORY     - 1986     GOOD             USPSQD
 NE0628  HISTORY     - 19970104 GOOD             USPSQD
 NE0628  HISTORY     - 19990925 GOOD             USPSQD
 NE0628  HISTORY     - 20090721 GOOD             ADVGEO
 NE0628
 NE0628                          STATION DESCRIPTION
 NE0628
 NE0628'DESCRIBED BY US LAKE SURVEY 1970
 NE0628'IN DETROIT.
 NE0628'D 7 IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0628'UNDER AMBASSADOR BRIDGE, APPROXIMATELY 70 FEET FROM SEAWALL
 NE0628'ALONG THE DETROIT RIVER, ON EAST SIDE OF WEST ABUTMENT OF TOWER
 NE0628'OF THE BRIDGE, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 NE0628'CROSS ON BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 NE0628'BM 07 1932.
 NE0628
 NE0628                          STATION RECOVERY (1980)
 NE0628
 NE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0628'IN DETROIT, UNDER THE AMBASSADOR BRIDGE SET VERTICALLY IN THE
 NE0628'NORTHEAST FACE OF THE ROUND CONCRETE FOUNDATION OF THE SOUTHWEST
 NE0628'ONE OF TWO STEEL PIERS, 21.3 METERS (70.0 FEET) NORTHWEST OF THE
 NE0628'SEAWALL.
 NE0628'THE MARK IS 0.3 M ABOVE GROUND.
 NE0628
 NE0628                          STATION RECOVERY (1983)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1985)
 NE0628
 NE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0628'RECOVERED IN GOOD CONDITION.  ADD--245.7 M (806.1 FT) SOUTHEAST OF THE
 NE0628'CENTER OF JEFFERSON AVENUE, AND 17.9 M (58.7 FT) SOUTHWEST OF THE
 NE0628'EXTENDED CENTER OF 21ST STREET.
 NE0628
 NE0628                          STATION RECOVERY (1986)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1986 (PCJ)
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1997)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1999)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (2009)
 NE0628
 NE0628'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (WFS)
 NE0628'MARK IS NOW SURROUNDED BY A CHAIN LINK FENCE DUE TO HOMELAND SECURITY.
 NE0628'FOR ACCESS YOU MUST CONTACT THE BRIDGE SUPERINTENDENT OF THE DETROIT
 NE0628'INTERNATIONAL BRIDGE COMPANY AT (313) 965-11874.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0337 ***********************************************************************
 MC0337  DESIGNATION -  D 70
 MC0337  PID         -  MC0337
 MC0337  STATE/COUNTY-  MI/MONROE
 MC0337  COUNTRY     -  US
 MC0337  USGS QUAD   -  STONY POINT (2017)
 MC0337
 MC0337                         *CURRENT SURVEY CONTROL
 MC0337  ______________________________________________________________________
 MC0337* NAD 83(1986) POSITION- 41 55 27.     (N) 083 22 13.     (W)   SCALED
 MC0337* NAVD 88 ORTHO HEIGHT -   180.383 (meters)      591.81  (feet) ADJUSTED
 MC0337  ______________________________________________________________________
 MC0337  GEOID HEIGHT    -        -35.232 (meters)                     GEOID18
 MC0337  DYNAMIC HEIGHT  -        180.319 (meters)      591.60  (feet) COMP
 MC0337  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 MC0337
 MC0337  VERT ORDER      -  FIRST     CLASS I
 MC0337
 MC0337.The horizontal coordinates were scaled from a map and have
 MC0337.an estimated accuracy of +/- 6 seconds.
 MC0337
 MC0337.The orthometric height was determined by differential leveling and
 MC0337.adjusted by the NATIONAL GEODETIC SURVEY
 MC0337.in June 1991.
 MC0337
 MC0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0337.GEOID18 height accuracy estimate available here.
 MC0337
 MC0337.Click photographs - Photos may exist for this station.
 MC0337
 MC0337.The dynamic height is computed by dividing the NAVD 88
 MC0337.geopotential number by the normal gravity value computed on the
 MC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0337.degrees latitude (g = 980.6199 gals.).
 MC0337
 MC0337.The modeled gravity was interpolated from observed gravity values.
 MC0337
 MC0337;                    North         East    Units  Estimated Accuracy
 MC0337;SPC MI S     -    47,610.    4,082,650.      MT  (+/- 180 meters Scaled)
 MC0337
 MC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG034440(NAD 83)
 MC0337
 MC0337                          SUPERSEDED SURVEY CONTROL
 MC0337
 MC0337  NGVD 29 (??/??/92)  180.551  (m)          592.36   (f) ADJ UNCH    1 1
 MC0337
 MC0337.Superseded values are not recommended for survey control.
 MC0337
 MC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0337.See file dsdata.pdf to determine how the superseded data were derived.
 MC0337
 MC0337_MARKER: DD = SURVEY DISK
 MC0337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC0337+WITH SETTING: PAVEMENT
 MC0337_SP_SET: SIGNAL BASE
 MC0337_STAMPING: D 70 1932
 MC0337_MARK LOGO: USLS
 MC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0337+STABILITY: SURFACE MOTION
 MC0337
 MC0337  HISTORY     - Date     Condition        Report By
 MC0337  HISTORY     - 1932     MONUMENTED       USLS
 MC0337  HISTORY     - 1968     GOOD             CGS
 MC0337  HISTORY     - 1969     GOOD             USLS
 MC0337  HISTORY     - 1980     GOOD             NGS
 MC0337  HISTORY     - 1983     GOOD             LOCSUR
 MC0337  HISTORY     - 1985     GOOD             USPSQD
 MC0337  HISTORY     - 1987     GOOD             USPSQD
 MC0337  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 MC0337
 MC0337                          STATION DESCRIPTION
 MC0337
 MC0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0337'0.9 MI NE FROM MONROE.
 MC0337'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT, TOLEDO AND SHORE LINE
 MC0337'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER, ON TOP OF THE
 MC0337'NORTHWEST CORNER OF AN ABANDONED SIGNAL BASE, BETWEEN THE PENN
 MC0337'CENTRAL RAILROAD AND THE DT AND SL RR, 6.7 FEET EAST OF THE EAST
 MC0337'RAIL OF THE PENN CENTRAL RAILROAD, 54 FEET NORTH OF THE NORTH
 MC0337'EDGE OF STATE HIGHWAY 50, 71 FEET WEST OF THE WEST RAIL OF THE
 MC0337'DETROIT, TOLEDO AND SHORE LINE RAILROAD, 20.6 FEET WEST OF THE
 MC0337'WEST RAIL OF A SPUR TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 MC0337
 MC0337                          STATION RECOVERY (1969)
 MC0337
 MC0337'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0337'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 MC0337'1.0 MILE NORTH OF THE RIVER RAISIN, ON THE EAST SIDE OF THE NEW YORK
 MC0337'CENTRAL TRACKS, 77.0 FEET NORTH OF NORTH EDGE OF CONCRETE PAVEMENT OF
 MC0337'DIXIE HIGHWAY (M-56), ON TOP OF CONCRETE FOUNDATION HOLDING SEMAPHORE
 MC0337'LIGHT NO. D342, ON THE NORTHWEST CORNER OF THE FOUNDATION, BEING
 MC0337'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 MC0337'CONCRETE.
 MC0337
 MC0337                          STATION RECOVERY (1980)
 MC0337
 MC0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1983)
 MC0337
 MC0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1985)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1987)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1992)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0314 ***********************************************************************
 MC0314  DESIGNATION -  D 71 USLS
 MC0314  PID         -  MC0314
 MC0314  STATE/COUNTY-  MI/MONROE
 MC0314  COUNTRY     -  US
 MC0314  USGS QUAD   -  MONROE (2017)
 MC0314
 MC0314                         *CURRENT SURVEY CONTROL
 MC0314  ______________________________________________________________________
 MC0314* NAD 83(1986) POSITION- 41 54 45.5    (N) 083 23 08.0    (W)   HD_HELD2
 MC0314* NAVD 88 ORTHO HEIGHT -   179.452 (meters)      588.75  (feet) ADJUSTED
 MC0314  ______________________________________________________________________
 MC0314  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 MC0314  DYNAMIC HEIGHT  -        179.387 (meters)      588.54  (feet) COMP
 MC0314  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 MC0314
 MC0314  VERT ORDER      -  FIRST     CLASS I
 MC0314
 MC0314.The horizontal coordinates were established by autonomous hand held GPS
 MC0314.observations and have an estimated accuracy of +/- 10 meters.
 MC0314
 MC0314.The orthometric height was determined by differential leveling and
 MC0314.adjusted by the NATIONAL GEODETIC SURVEY
 MC0314.in June 1991.
 MC0314
 MC0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0314.GEOID18 height accuracy estimate available here.
 MC0314
 MC0314.Click photographs - Photos may exist for this station.
 MC0314
 MC0314.The dynamic height is computed by dividing the NAVD 88
 MC0314.geopotential number by the normal gravity value computed on the
 MC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0314.degrees latitude (g = 980.6199 gals.).
 MC0314
 MC0314.The modeled gravity was interpolated from observed gravity values.
 MC0314
 MC0314;                    North         East    Units  Estimated Accuracy
 MC0314;SPC MI S     -    46,311.    4,081,399.      MT  (+/- 10 meters HH2 GPS)
 MC0314
 MC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0215742828(NAD 83)
 MC0314
 MC0314                          SUPERSEDED SURVEY CONTROL
 MC0314
 MC0314  NGVD 29 (??/??/92)  179.620  (m)          589.30   (f) ADJ UNCH    1 1
 MC0314
 MC0314.Superseded values are not recommended for survey control.
 MC0314
 MC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0314.See file dsdata.pdf to determine how the superseded data were derived.
 MC0314
 MC0314_MARKER: DD = SURVEY DISK
 MC0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0314_SP_SET: FOUNDATION
 MC0314_STAMPING: D 71 1932 MCK
 MC0314_MARK LOGO: USLS
 MC0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0314+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2009
 MC0314
 MC0314  HISTORY     - Date     Condition        Report By
 MC0314  HISTORY     - 1932     MONUMENTED       USLS
 MC0314  HISTORY     - 1968     GOOD             CGS
 MC0314  HISTORY     - 1969     GOOD             USLS
 MC0314  HISTORY     - 1980     GOOD             NGS
 MC0314  HISTORY     - 1985     GOOD             USPSQD
 MC0314  HISTORY     - 20070402 GOOD             WARNKE
 MC0314  HISTORY     - 20090311 GOOD             ADVGEO
 MC0314
 MC0314                          STATION DESCRIPTION
 MC0314
 MC0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0314'AT MONROE.
 MC0314'AT MONROE, ABOUT 0.1 MILE NORTHWEST ALONG EAST FRONT STREET
 MC0314'FROM THE INTERSECTION OF WINCHESTER STREET, SET VERTICALLY IN THE
 MC0314'SOUTHWEST FACE OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION
 MC0314'OF THE MAIN BUILDING OF THE CITY WATER WORKS PLANT, 127 1/2
 MC0314'FEET NORTHEAST OF THE CENTER LINE OF EAST FRONT STREET, 5.2
 MC0314'FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 2.7 FEET
 MC0314'ABOVE THE LEVEL OF THE GROUND AND 0.5 FOOT ABOVE BENCH MARK Z
 MC0314'114 DESCRIBED.
 MC0314
 MC0314                          STATION RECOVERY (1969)
 MC0314
 MC0314'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0314'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, ON THE NORTH
 MC0314'SIDE OF FRONT STREET, TWO BLOCKS WEST OF WINCHESTER STREET, ON THE
 MC0314'SOUTHEAST FACE OF THE CITY FILTRATION PLANT BUILDING, 29 FEET
 MC0314'SOUTHEAST OF WEST CORNER OF THE BUILDING, 9.2 FEET SOUTHEAST OF
 MC0314'SOUTHEAST SIDE OF DOORWAY, 8.5 FEET NORTHWEST OF NORTHWEST SIDE OF
 MC0314'FOURTH WINDOW FROM SOUTH CORNER OF THE BUILDING, 2-1/2 FEET ABOVE THE
 MC0314'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0314'CONCRETE FOUNDATION.
 MC0314
 MC0314                          STATION RECOVERY (1980)
 MC0314
 MC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0314'RECOVERED IN GOOD CONDITION.
 MC0314
 MC0314                          STATION RECOVERY (1985)
 MC0314
 MC0314'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0314'RECOVERED IN GOOD CONDITION.
 MC0314
 MC0314                          STATION RECOVERY (2007)
 MC0314
 MC0314'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0314'STATION IS LOCATED IN CITY OF MONROE, 2.8 MILES TO MONROE TWP. HALL,
 MC0314'3.0 MILES TO MONROE CO.CUSTER AIRPORT, 2.7 MILES TO DETROIT EDISON
 MC0314'GENERATION PLANT
 MC0314'TO REACH THE STATION FORM THE INTERSECTION OF E. FRONT ST.AND
 MC0314'WINCHESTER ST. HEAD W'LY ON E. FRONT ABOUT 0.1 MILE TURN
 MC0314'RIGHT(N'LY)INTO PARKING LOT OF NO.915 E. FRONT (CITY OF MONROE WATER
 MC0314'WORKS FILTRATION PLANT)
 MC0314'THE STATION IS FOUND 2-1/2IN. DISK IN S'LY CONC. FACE OF MONROE WATER
 MC0314'WORKS FILTRATION PLANT BUILDING +/-1/2'BELOW BRICK LINE, 0.51' ABOVE
 MC0314'3-1/2IN DISK(Z114 USLS MC0313), S35W 67.8' FIRE HYDRANT, S05E 24.1'
 MC0314'N'LY FACE WATER MANHOLE, N80W 6.1' E'LY EDGE CONC. PAD AT ENTRANCE,
 MC0314'N80W 9.2' SE'LY SIDE OF DOORWAY.
 MC0314
 MC0314                          STATION RECOVERY (2009)
 MC0314
 MC0314'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0879 ***********************************************************************
 MC0879  DESIGNATION -  D 72
 MC0879  PID         -  MC0879
 MC0879  STATE/COUNTY-  MI/MONROE
 MC0879  COUNTRY     -  US
 MC0879  USGS QUAD   -  STONY POINT (2017)
 MC0879
 MC0879                         *CURRENT SURVEY CONTROL
 MC0879  ______________________________________________________________________
 MC0879* NAD 83(1986) POSITION- 41 54 09.     (N) 083 21 07.     (W)   SCALED
 MC0879* NAVD 88 ORTHO HEIGHT -   178.098 (meters)      584.31  (feet) ADJUSTED
 MC0879  ______________________________________________________________________
 MC0879  GEOID HEIGHT    -        -35.284 (meters)                     GEOID18
 MC0879  DYNAMIC HEIGHT  -        178.033 (meters)      584.10  (feet) COMP
 MC0879  MODELED GRAVITY -    980,258.4   (mgal)                       NAVD 88
 MC0879
 MC0879  VERT ORDER      -  FIRST     CLASS 0
 MC0879
 MC0879.The horizontal coordinates were scaled from a map and have
 MC0879.an estimated accuracy of +/- 6 seconds.
 MC0879
 MC0879.The orthometric height was determined by differential leveling and
 MC0879.adjusted by the NATIONAL GEODETIC SURVEY
 MC0879.in June 1991.
 MC0879
 MC0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0879.GEOID18 height accuracy estimate available here.
 MC0879
 MC0879.Click photographs - Photos may exist for this station.
 MC0879
 MC0879.The dynamic height is computed by dividing the NAVD 88
 MC0879.geopotential number by the normal gravity value computed on the
 MC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0879.degrees latitude (g = 980.6199 gals.).
 MC0879
 MC0879.The modeled gravity was interpolated from observed gravity values.
 MC0879
 MC0879;                    North         East    Units  Estimated Accuracy
 MC0879;SPC MI S     -    45,220.    4,084,200.      MT  (+/- 180 meters Scaled)
 MC0879
 MC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG049416(NAD 83)
 MC0879
 MC0879                          SUPERSEDED SURVEY CONTROL
 MC0879
 MC0879  NGVD 29 (??/??/92)  178.264  (m)          584.85   (f) ADJ UNCH    1 0
 MC0879
 MC0879.Superseded values are not recommended for survey control.
 MC0879
 MC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0879.See file dsdata.pdf to determine how the superseded data were derived.
 MC0879
 MC0879_MARKER: DD = SURVEY DISK
 MC0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0879_SP_SET: WALL
 MC0879_STAMPING: D 72 1932
 MC0879_MARK LOGO: USLS
 MC0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0879+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 MC0879
 MC0879  HISTORY     - Date     Condition        Report By
 MC0879  HISTORY     - 1932     MONUMENTED       USLS
 MC0879  HISTORY     - 1969     GOOD             USLS
 MC0879  HISTORY     - 20160524 GOOD             INDIV
 MC0879
 MC0879                          STATION DESCRIPTION
 MC0879
 MC0879'DESCRIBED BY US LAKE SURVEY 1969
 MC0879'IN MONROE.
 MC0879'IS IN MONROE COUNTY, MICHIGAN, ABOUT 1 MILE EASTERLY ALONG EAST ELM
 MC0879'AVENUE FROM THE I-75 OVERPASS, ON NORTHERLY SIDE OF RAISIN RIVER, AT
 MC0879'THE FORD MOTOR COMPANY, MONROE PLANT, 13.6 FEET SOUTHEAST OF WEST
 MC0879'CORNER AND IN SOUTHWEST FACE OF A GENERATOR SUBSTATION, IN TWELFTH
 MC0879'COURSE OF BRICK ABOVE THE WATER TABLE, BEING HORIZONTAL LINE OF CROSS
 MC0879'SET INTO THE WALL.
 MC0879
 MC0879                          STATION RECOVERY (2016)
 MC0879
 MC0879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (KSW)
 MC0879'RECOVERED AS DESCRIBED, MANNIK SMITH GROUP
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0335 ***********************************************************************
 MC0335  DESIGNATION -  D 73
 MC0335  PID         -  MC0335
 MC0335  STATE/COUNTY-  MI/MONROE
 MC0335  COUNTRY     -  US
 MC0335  USGS QUAD   -  MONROE (2017)
 MC0335
 MC0335                         *CURRENT SURVEY CONTROL
 MC0335  ______________________________________________________________________
 MC0335* NAD 83(1986) POSITION- 41 54 46.     (N) 083 22 45.     (W)   SCALED
 MC0335* NAVD 88 ORTHO HEIGHT -   180.058 (meters)      590.74  (feet) ADJUSTED
 MC0335  ______________________________________________________________________
 MC0335  GEOID HEIGHT    -        -35.248 (meters)                     GEOID18
 MC0335  DYNAMIC HEIGHT  -        179.993 (meters)      590.53  (feet) COMP
 MC0335  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 MC0335
 MC0335  VERT ORDER      -  FIRST     CLASS I
 MC0335
 MC0335.The horizontal coordinates were scaled from a map and have
 MC0335.an estimated accuracy of +/- 6 seconds.
 MC0335
 MC0335.The orthometric height was determined by differential leveling and
 MC0335.adjusted by the NATIONAL GEODETIC SURVEY
 MC0335.in June 1991.
 MC0335
 MC0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0335.GEOID18 height accuracy estimate available here.
 MC0335
 MC0335.Click photographs - Photos may exist for this station.
 MC0335
 MC0335.The dynamic height is computed by dividing the NAVD 88
 MC0335.geopotential number by the normal gravity value computed on the
 MC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0335.degrees latitude (g = 980.6199 gals.).
 MC0335
 MC0335.The modeled gravity was interpolated from observed gravity values.
 MC0335
 MC0335;                    North         East    Units  Estimated Accuracy
 MC0335;SPC MI S     -    46,330.    4,081,930.      MT  (+/- 180 meters Scaled)
 MC0335
 MC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG026428(NAD 83)
 MC0335
 MC0335                          SUPERSEDED SURVEY CONTROL
 MC0335
 MC0335  NGVD 29 (??/??/92)  180.223  (m)          591.28   (f) ADJ UNCH    1 1
 MC0335
 MC0335.Superseded values are not recommended for survey control.
 MC0335
 MC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0335.See file dsdata.pdf to determine how the superseded data were derived.
 MC0335
 MC0335_MARKER: DD = SURVEY DISK
 MC0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0335_SP_SET: BUILDING FOUNDATION
 MC0335_STAMPING: D 73 1932 MCK
 MC0335_MARK LOGO: USLS
 MC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0335+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2009
 MC0335
 MC0335  HISTORY     - Date     Condition        Report By
 MC0335  HISTORY     - 1932     MONUMENTED       USLS
 MC0335  HISTORY     - 1968     GOOD             CGS
 MC0335  HISTORY     - 1969     GOOD             USLS
 MC0335  HISTORY     - 1980     GOOD             NGS
 MC0335  HISTORY     - 1983     GOOD             LOCSUR
 MC0335  HISTORY     - 1985     GOOD             USPSQD
 MC0335  HISTORY     - 1987     GOOD             USPSQD
 MC0335  HISTORY     - 1989     GOOD             USPSQD
 MC0335  HISTORY     - 20070501 GOOD             WARNKE
 MC0335  HISTORY     - 20090311 GOOD             ADVGEO
 MC0335
 MC0335                          STATION DESCRIPTION
 MC0335
 MC0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0335'AT MONROE.
 MC0335'AT MONROE, AT THE EAST CORNER OF THE DETROIT AND TOLEDO SHORE
 MC0335'LINE RAILROAD OF THE RAISIN RIVER, 32 1/2 FEET SOUTHWEST OF THE
 MC0335'SOUTHWEST CURB OF ELM STREET, SET VERTICALLY IN THE NORTHWEST
 MC0335'FACE OF THE NORTH CORNER OF THE CONCRETE FOUNDATION TO THE RIVER
 MC0335'RAISIN PAPER INDUSTRIAL RELATIONS BUILDING, 1 FOOT SOUTHWEST OF
 MC0335'THE NORTH CORNER OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF
 MC0335'THE GROUND.
 MC0335
 MC0335                          STATION RECOVERY (1969)
 MC0335
 MC0335'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0335'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, ON THE NORTH
 MC0335'SIDE OF THE RIVER RAISIN, ON THE SOUTH SIDE OF ELM STREET, ABOUT 222
 MC0335'FEET EAST OF THE DIXIE HIGHWAY (M-56), 49.0 FEET EAST OF THE DETROIT,
 MC0335'TOLEDO SHORE LINE RAILWAY TRACKS, ON THE WEST FACE OF THE RESEARCH
 MC0335'LABORATORY OF THE RIVER RAISIN PAPER COMPANY, 1.0 FEET FROM THE
 MC0335'NORTHWEST CORNER, 3 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 MC0335'CROSS ON BRONZE DISC SET INTO THE CONCRETE WALL.
 MC0335
 MC0335                          STATION RECOVERY (1980)
 MC0335
 MC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1983)
 MC0335
 MC0335'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1985)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0335'DESC. SHOULD BE CHANGED TO SAY--CONCRETE FOUNDATION TO THE UNION-CAMP
 MC0335'EMPLOYEMNT OFFICE. RIVER RAISEN PAPER SOLD OUT.
 MC0335
 MC0335                          STATION RECOVERY (1987)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1989)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (2007)
 MC0335
 MC0335'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0335'STATION IS LOCATED IN THE NORTHWESTERLY PART OF THE CITY OF MONROE
 MC0335'2.4MILES TO MONROE TWP. HALL, 2.3 MILES TO MONROE CO. CUSTER AIRPORT,
 MC0335'3.0 MILES TO FRENCHTOWN TWP. HALL.
 MC0335'
 MC0335'TO REACH THE STATION FROM THE INTERSECTION OF N.DIXIE HWY. AND ELM
 MC0335'AVE. HEAD EASTERLY +/-230' ON ELM AVE. TO THE W'LY FACE OF BRICK BLDG.
 MC0335'ON SOUTH SIDE OF ELM AVE.
 MC0335'
 MC0335'THE STATION IS A FOUND 2-1/2IN. DISK IN THE NW'LY FACE OF CONCRETE
 MC0335'FOUNDATION OF BRICK BUILDING (APPEARS VACANT) N20W 40.8' TO S'LY FACE
 MC0335'OF UTILITY/LIGHT POLE, N70W 65.0' TO CENTERELINE OF RAILROAD TRACKS
 MC0335
 MC0335                          STATION RECOVERY (2009)
 MC0335
 MC0335'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0611 ***********************************************************************
 NE0611  DESIGNATION -  D 74 USLS
 NE0611  PID         -  NE0611
 NE0611  STATE/COUNTY-  MI/WAYNE
 NE0611  COUNTRY     -  US
 NE0611  USGS QUAD   -  DETROIT (2017)
 NE0611
 NE0611                         *CURRENT SURVEY CONTROL
 NE0611  ______________________________________________________________________
 NE0611* NAD 83(1986) POSITION- 42 18 01.     (N) 083 05 41.     (W)   SCALED
 NE0611* NAVD 88 ORTHO HEIGHT -   182.814 (meters)      599.78  (feet) ADJUSTED
 NE0611  ______________________________________________________________________
 NE0611  GEOID HEIGHT    -        -34.552 (meters)                     GEOID18
 NE0611  DYNAMIC HEIGHT  -        182.759 (meters)      599.60  (feet) COMP
 NE0611  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 NE0611
 NE0611  VERT ORDER      -  FIRST     CLASS 0
 NE0611
 NE0611.The horizontal coordinates were scaled from a map and have
 NE0611.an estimated accuracy of +/- 6 seconds.
 NE0611
 NE0611.The orthometric height was determined by differential leveling and
 NE0611.adjusted by the NATIONAL GEODETIC SURVEY
 NE0611.in June 1991.
 NE0611
 NE0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0611.GEOID18 height accuracy estimate available here.
 NE0611
 NE0611.Click photographs - Photos may exist for this station.
 NE0611
 NE0611.The dynamic height is computed by dividing the NAVD 88
 NE0611.geopotential number by the normal gravity value computed on the
 NE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0611.degrees latitude (g = 980.6199 gals.).
 NE0611
 NE0611.The modeled gravity was interpolated from observed gravity values.
 NE0611
 NE0611;                    North         East    Units  Estimated Accuracy
 NE0611;SPC MI S     -    89,690.    4,104,880.      MT  (+/- 180 meters Scaled)
 NE0611
 NE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273852(NAD 83)
 NE0611
 NE0611                          SUPERSEDED SURVEY CONTROL
 NE0611
 NE0611  NGVD 29 (11/26/84)  182.987  (m)          600.35   (f) ADJUSTED    1 0
 NE0611
 NE0611.Superseded values are not recommended for survey control.
 NE0611
 NE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0611.See file dsdata.pdf to determine how the superseded data were derived.
 NE0611
 NE0611_MARKER: DD = SURVEY DISK
 NE0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0611_SP_SET: WATER TABLE
 NE0611_STAMPING: D 74 MCK
 NE0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0611+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2015
 NE0611
 NE0611  HISTORY     - Date     Condition        Report By
 NE0611  HISTORY     - 1938     MONUMENTED       USLS
 NE0611  HISTORY     - 1954     GOOD             CGS
 NE0611  HISTORY     - 1970     GOOD             USLS
 NE0611  HISTORY     - 1980     GOOD             NGS
 NE0611  HISTORY     - 1989     GOOD             USPSQD
 NE0611  HISTORY     - 20060827 GOOD             GEOCAC
 NE0611  HISTORY     - 20150729 GOOD             INDIV
 NE0611  HISTORY     - 20150815 GOOD             NGS
 NE0611
 NE0611                          STATION DESCRIPTION
 NE0611
 NE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0611'AT DETROIT.
 NE0611'AT DETROIT, IN THE NORTHEAST PART OF FORT WAYNE MILITARY
 NE0611'RESERVATION, 32 1/2 FEET NORTHEAST OF NORTHEAST CURB OF CRAM
 NE0611'STREET, 25 FEET NORTHWEST OF FENCE LINE DIVIDING U.S. ENGINEERS
 NE0611'GROUND AND BARRACKS BUILDINGS, SET VERTICALLY IN THE SOUTHEAST
 NE0611'FACE OF STONE WATER TABLE OF 2-STORY RED BRICK BARRACKS BUILDING,
 NE0611'8 1/2 FEET NORTHWEST OF NORTHWEST CURB OF AN ALLEY, 0.4 FOOT
 NE0611'NORTHEAST OF SOUTH CORNER OF BUILDING AND ABOUT 5 FEET ABOVE
 NE0611'GROUND.
 NE0611
 NE0611                          STATION RECOVERY (1970)
 NE0611
 NE0611'RECOVERY NOTE BY US LAKE SURVEY 1970
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (1980)
 NE0611
 NE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (1989)
 NE0611
 NE0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (2006)
 NE0611
 NE0611'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 NE0611'RECOVERED IN GOOD CONDITION. MARK IS APPROX 1.5FT N OF WITNESS POST.
 NE0611
 NE0611                          STATION RECOVERY (2015)
 NE0611
 NE0611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE0611'RECOVERED AS DESCRIBED
 NE0611
 NE0611                          STATION RECOVERY (2015)
 NE0611
 NE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NE0611'THIS IS AT BLDG. 314B, WHICH IS SE-MOST OF THREE BRICK BLDGS. NE OF
 NE0611'STAR FORT OF HISTORIC FORT WAYNE, DETROIT.  BLDG. IS NOT USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0708 ***********************************************************************
 NE0708  DESIGNATION -  D 75
 NE0708  PID         -  NE0708
 NE0708  STATE/COUNTY-  MI/WAYNE
 NE0708  COUNTRY     -  US
 NE0708  USGS QUAD   -  YPSILANTI EAST (2017)
 NE0708
 NE0708                         *CURRENT SURVEY CONTROL
 NE0708  ______________________________________________________________________
 NE0708* NAD 83(1986) POSITION- 42 14 11.     (N) 083 32 44.     (W)   SCALED
 NE0708* NAVD 88 ORTHO HEIGHT -   218.443 (meters)      716.68  (feet) ADJUSTED
 NE0708  ______________________________________________________________________
 NE0708  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 NE0708  DYNAMIC HEIGHT  -        218.375 (meters)      716.45  (feet) COMP
 NE0708  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 NE0708
 NE0708  VERT ORDER      -  SECOND    CLASS 0
 NE0708
 NE0708.This mark is at Willow Run Airport (YIP)
 NE0708
 NE0708.The horizontal coordinates were scaled from a map and have
 NE0708.an estimated accuracy of +/- 6 seconds.
 NE0708
 NE0708.The orthometric height was determined by differential leveling and
 NE0708.adjusted by the NATIONAL GEODETIC SURVEY
 NE0708.in June 1991.
 NE0708
 NE0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0708.GEOID18 height accuracy estimate available here.
 NE0708
 NE0708.Click photographs - Photos may exist for this station.
 NE0708
 NE0708.The dynamic height is computed by dividing the NAVD 88
 NE0708.geopotential number by the normal gravity value computed on the
 NE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0708.degrees latitude (g = 980.6199 gals.).
 NE0708
 NE0708.The modeled gravity was interpolated from observed gravity values.
 NE0708
 NE0708;                    North         East    Units  Estimated Accuracy
 NE0708;SPC MI S     -    82,130.    4,067,770.      MT  (+/- 180 meters Scaled)
 NE0708
 NE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG899791(NAD 83)
 NE0708
 NE0708                          SUPERSEDED SURVEY CONTROL
 NE0708
 NE0708  NGVD 29 (??/??/92)  218.574  (m)          717.10   (f) ADJ UNCH    2 0
 NE0708
 NE0708.Superseded values are not recommended for survey control.
 NE0708
 NE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0708.See file dsdata.pdf to determine how the superseded data were derived.
 NE0708
 NE0708_MARKER: DB = BENCH MARK DISK
 NE0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0708_SP_SET: BUILDING
 NE0708_STAMPING: D 75 1960
 NE0708_MARK LOGO: CGS
 NE0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0708
 NE0708  HISTORY     - Date     Condition        Report By
 NE0708  HISTORY     - 1960     MONUMENTED       CGS
 NE0708  HISTORY     - 1968     GOOD             CGS
 NE0708  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0708
 NE0708                          STATION DESCRIPTION
 NE0708
 NE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0708'2.1 MI SE FROM YPSILANTI.
 NE0708'LOCATED AT WILLOW RUN AIRPORT AT THE CENTER OF THE EAST EDGE OF
 NE0708'THE TERMINAL BUILDING ON A 3.5 FEET WIDE CONCRETE FOOTING.  ABOUT
 NE0708'50 FEET SOUTHEAST OF THE CONTROL TOWER, 15 FEET NORTH OF A DRIVEWAY
 NE0708'INTO BAGGAGE ROOM, 2.5 FEET EAST OF THE TERMINAL BUILDING, 2 FEET
 NE0708'SOUTH OF THE BEGINNING OF THE BLUE CONCOURSE AND 8 INCHES HIGHER
 NE0708'THAN THE AIRPLANE RAMP.
 NE0708
 NE0708                          STATION RECOVERY (1968)
 NE0708
 NE0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NE0708'RECOVERED IN GOOD CONDITION.
 NE0708
 NE0708                          STATION RECOVERY (1985)
 NE0708
 NE0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0708'THE FOOTING HAS BEEN REMOVED.
 NE0708
 NE0708                          STATION RECOVERY (1987)
 NE0708
 NE0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0614 ***********************************************************************
 NE0614  DESIGNATION -  D 75 USLS
 NE0614  PID         -  NE0614
 NE0614  STATE/COUNTY-  MI/WAYNE
 NE0614  COUNTRY     -  US
 NE0614  USGS QUAD   -  DETROIT (2017)
 NE0614
 NE0614                         *CURRENT SURVEY CONTROL
 NE0614  ______________________________________________________________________
 NE0614* NAD 83(1986) POSITION- 42 18 06.     (N) 083 05 47.     (W)   SCALED
 NE0614* NAVD 88 ORTHO HEIGHT -   180.771 (meters)      593.08  (feet) ADJUSTED
 NE0614  ______________________________________________________________________
 NE0614  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 NE0614  DYNAMIC HEIGHT  -        180.717 (meters)      592.90  (feet) COMP
 NE0614  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 NE0614
 NE0614  VERT ORDER      -  FIRST     CLASS 0
 NE0614
 NE0614.The horizontal coordinates were scaled from a map and have
 NE0614.an estimated accuracy of +/- 6 seconds.
 NE0614
 NE0614.The orthometric height was determined by differential leveling and
 NE0614.adjusted by the NATIONAL GEODETIC SURVEY
 NE0614.in June 1991.
 NE0614
 NE0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0614.GEOID18 height accuracy estimate available here.
 NE0614
 NE0614.Click photographs - Photos may exist for this station.
 NE0614
 NE0614.The dynamic height is computed by dividing the NAVD 88
 NE0614.geopotential number by the normal gravity value computed on the
 NE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0614.degrees latitude (g = 980.6199 gals.).
 NE0614
 NE0614.The modeled gravity was interpolated from observed gravity values.
 NE0614
 NE0614;                    North         East    Units  Estimated Accuracy
 NE0614;SPC MI S     -    89,840.    4,104,740.      MT  (+/- 180 meters Scaled)
 NE0614
 NE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG272853(NAD 83)
 NE0614
 NE0614                          SUPERSEDED SURVEY CONTROL
 NE0614
 NE0614  NGVD 29 (??/??/92)  180.945  (m)          593.65   (f) ADJ UNCH    1 0
 NE0614
 NE0614.Superseded values are not recommended for survey control.
 NE0614
 NE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0614.See file dsdata.pdf to determine how the superseded data were derived.
 NE0614
 NE0614_MARKER: DD = SURVEY DISK
 NE0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0614_SP_SET: LIMESTONE FOUNDATION
 NE0614_STAMPING: D 75 MCK
 NE0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0614
 NE0614  HISTORY     - Date     Condition        Report By
 NE0614  HISTORY     - UNK      MONUMENTED       USLS
 NE0614  HISTORY     - 1954     GOOD             CGS
 NE0614  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0614  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0614
 NE0614                          STATION DESCRIPTION
 NE0614
 NE0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0614'AT DETROIT.
 NE0614'AT DETROIT, IN THE NORTH PART OF FORT WAYNE MILITARY RESERVATION,
 NE0614'NEAR THE INTERSECTION OF WEST JEFFERSON AVENUE AND MILITARY
 NE0614'STREET, 81 FEET SOUTHEAST OF IRON FENCE BETWEEN RESERVATION AND
 NE0614'WEST JEFFERSON AVENUE, ABOUT IN LINE WITH EXTENDED SOUTHWEST
 NE0614'CURB OF MILITARY STREET, SET VERTICALLY IN THE NORTHEAST FACE OF
 NE0614'LIMESTONE FOUNDATION OF 2-STORY BRICK BARRACKS BUILDING NO. 56,
 NE0614'111 FEET SOUTHWEST OF CENTER OF INTERSECTION OF JEFFERSON COURT
 NE0614'AND CRAM STREET (NAME OF RESERVATION STREETS), 1 FOOT SOUTHEAST OF
 NE0614'NORTH CORNER OF BUILDING AND ABOUT 4 FEET ABOVE GROUND.
 NE0614
 NE0614                          STATION RECOVERY (1980)
 NE0614
 NE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0614'NOT RECOVERED, CONSIDERED DESTROYED, THE BUILDING HAS BEEN TORN DOWN.
 NE0614
 NE0614                          STATION RECOVERY (1989)
 NE0614
 NE0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0173 ***********************************************************************
 QK0173  DESIGNATION -  D 76
 QK0173  PID         -  QK0173
 QK0173  STATE/COUNTY-  MI/EMMET
 QK0173  COUNTRY     -  US
 QK0173  USGS QUAD   -  LEVERING (2017)
 QK0173
 QK0173                         *CURRENT SURVEY CONTROL
 QK0173  ______________________________________________________________________
 QK0173* NAD 83(1986) POSITION- 45 42 16.     (N) 084 46 19.     (W)   SCALED
 QK0173* NAVD 88 ORTHO HEIGHT -   223.842 (meters)      734.39  (feet) ADJUSTED
 QK0173  ______________________________________________________________________
 QK0173  GEOID HEIGHT    -        -35.340 (meters)                     GEOID18
 QK0173  DYNAMIC HEIGHT  -        223.845 (meters)      734.40  (feet) COMP
 QK0173  MODELED GRAVITY -    980,622.2   (mgal)                       NAVD 88
 QK0173
 QK0173  VERT ORDER      -  SECOND    CLASS 0
 QK0173
 QK0173.The horizontal coordinates were scaled from a map and have
 QK0173.an estimated accuracy of +/- 6 seconds.
 QK0173
 QK0173.The orthometric height was determined by differential leveling and
 QK0173.adjusted by the NATIONAL GEODETIC SURVEY
 QK0173.in June 1991.
 QK0173
 QK0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0173.GEOID18 height accuracy estimate available here.
 QK0173
 QK0173.Click photographs - Photos may exist for this station.
 QK0173
 QK0173.The dynamic height is computed by dividing the NAVD 88
 QK0173.geopotential number by the normal gravity value computed on the
 QK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0173.degrees latitude (g = 980.6199 gals.).
 QK0173
 QK0173.The modeled gravity was interpolated from observed gravity values.
 QK0173
 QK0173;                    North         East    Units  Estimated Accuracy
 QK0173;SPC MI C     -   265,420.    5,968,440.      MT  (+/- 180 meters Scaled)
 QK0173
 QK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR734636(NAD 83)
 QK0173
 QK0173                          SUPERSEDED SURVEY CONTROL
 QK0173
 QK0173  NGVD 29 (??/??/92)  223.848  (m)          734.41   (f) ADJ UNCH    2 0
 QK0173
 QK0173.Superseded values are not recommended for survey control.
 QK0173
 QK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0173.See file dsdata.pdf to determine how the superseded data were derived.
 QK0173
 QK0173_MARKER: DB = BENCH MARK DISK
 QK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0173_STAMPING: D 76 1934
 QK0173_MARK LOGO: CGS
 QK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0173+STABILITY: SURFACE MOTION
 QK0173
 QK0173  HISTORY     - Date     Condition        Report By
 QK0173  HISTORY     - 1934     MONUMENTED       CGS
 QK0173  HISTORY     - 1979     MARK NOT FOUND   USGS
 QK0173
 QK0173                          STATION DESCRIPTION
 QK0173
 QK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0173'6.1 MI S FROM MACKINAW CITY.
 QK0173'IN EMMET COUNTY, 6.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0173'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.9 MILE
 QK0173'NORTH OF THE STATION AT CARP LAKE, EMMET COUNTY, 0.4 MILE SOUTH
 QK0173'OF MILEPOST 454, AT A ROAD CROSSING, 17 YARDS WEST OF THE WEST
 QK0173'RAIL, 9 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 2-1/2
 QK0173'YARDS SOUTHEAST OF TELEPHONE POLE 9155.  A STANDARD DISK, STAMPED
 QK0173'D 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QK0173'3 INCHES ABOVE GROUND.
 QK0173
 QK0173                          STATION RECOVERY (1979)
 QK0173
 QK0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0311 ***********************************************************************
 QK0311  DESIGNATION -  D 77
 QK0311  PID         -  QK0311
 QK0311  STATE/COUNTY-  MI/CHARLEVOIX
 QK0311  COUNTRY     -  US
 QK0311  USGS QUAD   -  CHARLEVOIX (2017)
 QK0311
 QK0311                         *CURRENT SURVEY CONTROL
 QK0311  ______________________________________________________________________
 QK0311* NAD 83(1986) POSITION- 45 15 39.27   (N) 085 15 16.02   (W)   HD_HELD1
 QK0311* NAVD 88 ORTHO HEIGHT -   213.635 (meters)      700.90  (feet) ADJUSTED
 QK0311  ______________________________________________________________________
 QK0311  GEOID HEIGHT    -        -35.036 (meters)                     GEOID18
 QK0311  DYNAMIC HEIGHT  -        213.627 (meters)      700.87  (feet) COMP
 QK0311  MODELED GRAVITY -    980,575.7   (mgal)                       NAVD 88
 QK0311
 QK0311  VERT ORDER      -  SECOND    CLASS 0
 QK0311
 QK0311.The horizontal coordinates were determined by differentially corrected
 QK0311.hand held GPS observations or other comparable positioning techniques
 QK0311.and have an estimated accuracy of +/- 3 meters.
 QK0311
 QK0311.The orthometric height was determined by differential leveling and
 QK0311.adjusted by the NATIONAL GEODETIC SURVEY
 QK0311.in June 1991.
 QK0311
 QK0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0311.GEOID18 height accuracy estimate available here.
 QK0311
 QK0311.Click photographs - Photos may exist for this station.
 QK0311
 QK0311.The dynamic height is computed by dividing the NAVD 88
 QK0311.geopotential number by the normal gravity value computed on the
 QK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0311.degrees latitude (g = 980.6199 gals.).
 QK0311
 QK0311.The modeled gravity was interpolated from observed gravity values.
 QK0311
 QK0311;                    North         East    Units  Estimated Accuracy
 QK0311;SPC MI C     -   216,426.7   5,930,325.9     MT  (+/- 3 meters HH1 GPS) 
 QK0311
 QK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3695013416(NAD 83)
 QK0311
 QK0311                          SUPERSEDED SURVEY CONTROL
 QK0311
 QK0311  NGVD 29 (??/??/92)  213.716  (m)          701.17   (f) ADJ UNCH    2 0
 QK0311
 QK0311.Superseded values are not recommended for survey control.
 QK0311
 QK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0311.See file dsdata.pdf to determine how the superseded data were derived.
 QK0311
 QK0311_MARKER: DB = BENCH MARK DISK
 QK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0311_STAMPING: D 77 1934
 QK0311_MARK LOGO: CGS
 QK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0311+STABILITY: SURFACE MOTION
 QK0311
 QK0311  HISTORY     - Date     Condition        Report By
 QK0311  HISTORY     - 1934     MONUMENTED       CGS
 QK0311  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0311  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0311
 QK0311                          STATION DESCRIPTION
 QK0311
 QK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0311'4 MI S FROM CHARLEVOIX.
 QK0311'ABOUT 4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 QK0311'THE STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.5 MILE NORTH OF
 QK0311'MILEPOST GR 205, AT A ROAD CROSSING, 12-1/2 YARDS NORTH OF
 QK0311'THE CENTERLINE OF THE ROAD, 14 YARDS EAST OF THE EAST RAIL, 6
 QK0311'YARDS WEST OF A TELEPHONE POLE, 5 YARDS NORTHEAST OF A LARGE
 QK0311'POWER-LINE POLE, 15 INCHES WEST OF A FENCE, AND ABOUT 3 FEET
 QK0311'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED D 77 1934 AND SET
 QK0311'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0311
 QK0311                          STATION RECOVERY (1981)
 QK0311
 QK0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0311'MARK NOT FOUND.
 QK0311
 QK0311                          STATION RECOVERY (1984)
 QK0311
 QK0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0311'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN THE POWERLINE POLE WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0625 ***********************************************************************
 NE0625  DESIGNATION -  D 8 USLS
 NE0625  PID         -  NE0625
 NE0625  STATE/COUNTY-  MI/WAYNE
 NE0625  COUNTRY     -  US
 NE0625  USGS QUAD   -  DETROIT (2017)
 NE0625
 NE0625                         *CURRENT SURVEY CONTROL
 NE0625  ______________________________________________________________________
 NE0625* NAD 83(1986) POSITION- 42 18 24.7    (N) 083 05 15.5    (W)   HD_HELD2
 NE0625* NAVD 88 ORTHO HEIGHT -   177.961 (meters)      583.86  (feet) ADJUSTED
 NE0625  ______________________________________________________________________
 NE0625  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 NE0625  DYNAMIC HEIGHT  -        177.907 (meters)      583.68  (feet) COMP
 NE0625  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 NE0625
 NE0625  VERT ORDER      -  FIRST     CLASS 0
 NE0625
 NE0625.The horizontal coordinates were established by autonomous hand held GPS
 NE0625.observations and have an estimated accuracy of +/- 10 meters.
 NE0625
 NE0625.The orthometric height was determined by differential leveling and
 NE0625.adjusted by the NATIONAL GEODETIC SURVEY
 NE0625.in June 1991.
 NE0625
 NE0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0625.GEOID18 height accuracy estimate available here.
 NE0625
 NE0625.Click photographs - Photos may exist for this station.
 NE0625
 NE0625.The dynamic height is computed by dividing the NAVD 88
 NE0625.geopotential number by the normal gravity value computed on the
 NE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0625.degrees latitude (g = 980.6199 gals.).
 NE0625
 NE0625.The modeled gravity was interpolated from observed gravity values.
 NE0625
 NE0625;                    North         East    Units  Estimated Accuracy
 NE0625;SPC MI S     -    90,426.    4,105,449.      MT  (+/- 10 meters HH2 GPS)
 NE0625
 NE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2793685958(NAD 83)
 NE0625
 NE0625                          SUPERSEDED SURVEY CONTROL
 NE0625
 NE0625  NGVD 29 (11/26/84)  178.137  (m)          584.44   (f) ADJUSTED    1 0
 NE0625
 NE0625.Superseded values are not recommended for survey control.
 NE0625
 NE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0625.See file dsdata.pdf to determine how the superseded data were derived.
 NE0625
 NE0625_MARKER: DD = SURVEY DISK
 NE0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0625_SP_SET: BUILDING
 NE0625_STAMPING: D 8 1932 MCK
 NE0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0625
 NE0625  HISTORY     - Date     Condition        Report By
 NE0625  HISTORY     - 1932     MONUMENTED       USLS
 NE0625  HISTORY     - 1954     GOOD             CGS
 NE0625  HISTORY     - 1980     GOOD             NGS
 NE0625  HISTORY     - 1989     GOOD             USPSQD
 NE0625  HISTORY     - 19990925 GOOD             USPSQD
 NE0625
 NE0625                          STATION DESCRIPTION
 NE0625
 NE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0625'AT DETROIT.
 NE0625'AT DETROIT, IN THE SOUTH PART OF TOWN, ON THE SOUTHEAST SIDE OF
 NE0625'WEST JEFFERSON AVENUE, BETWEEN MC KINSTRY AND CLARK STREETS,
 NE0625'18 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF WEST JEFFERSON
 NE0625'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF 10-STORY BUILDING
 NE0625'OF DETROIT HARBOR TERMINALS, 2 FEET SOUTHEAST OF WEST CORNER OF
 NE0625'BUILDING AND 4.2 FEET ABOVE LEVEL OF SIDE WALK.
 NE0625
 NE0625                          STATION RECOVERY (1980)
 NE0625
 NE0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0625'RECOVERED IN GOOD CONDITION.
 NE0625
 NE0625                          STATION RECOVERY (1989)
 NE0625
 NE0625'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0625'RECOVERED IN GOOD CONDITION.
 NE0625
 NE0625                          STATION RECOVERY (1999)
 NE0625
 NE0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0035 ***********************************************************************
 PL0035  DESIGNATION -  D 81
 PL0035  PID         -  PL0035
 PL0035  STATE/COUNTY-  MI/OSCODA
 PL0035  COUNTRY     -  US
 PL0035  USGS QUAD   -  ISLAND LAKE (2017)
 PL0035
 PL0035                         *CURRENT SURVEY CONTROL
 PL0035  ______________________________________________________________________
 PL0035* NAD 83(1986) POSITION- 44 35 21.     (N) 084 07 48.     (W)   SCALED
 PL0035* NAVD 88 ORTHO HEIGHT -   378.217 (meters)     1240.87  (feet) ADJUSTED
 PL0035  ______________________________________________________________________
 PL0035  GEOID HEIGHT    -        -35.003 (meters)                     GEOID18
 PL0035  DYNAMIC HEIGHT  -        378.165 (meters)     1240.70  (feet) COMP
 PL0035  MODELED GRAVITY -    980,468.5   (mgal)                       NAVD 88
 PL0035
 PL0035  VERT ORDER      -  SECOND    CLASS 0
 PL0035
 PL0035.The horizontal coordinates were scaled from a map and have
 PL0035.an estimated accuracy of +/- 6 seconds.
 PL0035
 PL0035.The orthometric height was determined by differential leveling and
 PL0035.adjusted by the NATIONAL GEODETIC SURVEY
 PL0035.in June 1991.
 PL0035
 PL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0035.GEOID18 height accuracy estimate available here.
 PL0035
 PL0035.Click photographs - Photos may exist for this station.
 PL0035
 PL0035.The dynamic height is computed by dividing the NAVD 88
 PL0035.geopotential number by the normal gravity value computed on the
 PL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0035.degrees latitude (g = 980.6199 gals.).
 PL0035
 PL0035.The modeled gravity was interpolated from observed gravity values.
 PL0035
 PL0035;                    North         East    Units  Estimated Accuracy
 PL0035;SPC MI C     -   141,430.    6,018,790.      MT  (+/- 180 meters Scaled)
 PL0035
 PL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ278413(NAD 83)
 PL0035
 PL0035                          SUPERSEDED SURVEY CONTROL
 PL0035
 PL0035  NGVD 29 (??/??/92)  378.350  (m)         1241.30   (f) ADJ UNCH    2 0
 PL0035
 PL0035.Superseded values are not recommended for survey control.
 PL0035
 PL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0035.See file dsdata.pdf to determine how the superseded data were derived.
 PL0035
 PL0035_MARKER: DB = BENCH MARK DISK
 PL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0035_STAMPING: D 81 1934
 PL0035_MARK LOGO: CGS
 PL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0035+STABILITY: SURFACE MOTION
 PL0035
 PL0035  HISTORY     - Date     Condition        Report By
 PL0035  HISTORY     - 1934     MONUMENTED       CGS
 PL0035  HISTORY     - 1950     GOOD             CGS
 PL0035  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0035
 PL0035                          STATION DESCRIPTION
 PL0035
 PL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PL0035'4.2 MI S FROM MIO.
 PL0035'4.2 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0035'MIO, OSCODA COUNTY, 41 FEET SOUTH OF THE SOUTH END OF A 3-FOOT
 PL0035'CUT, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST
 PL0035'OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 PL0035'STAMPED D 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0035
 PL0035                          STATION RECOVERY (2001)
 PL0035
 PL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0087 ***********************************************************************
 PK0087  DESIGNATION -  D 82
 PK0087  PID         -  PK0087
 PK0087  STATE/COUNTY-  MI/IOSCO
 PK0087  COUNTRY     -  US
 PK0087  USGS QUAD   -  WHITTEMORE (2017)
 PK0087
 PK0087                         *CURRENT SURVEY CONTROL
 PK0087  ______________________________________________________________________
 PK0087* NAD 83(1986) POSITION- 44 14 05.     (N) 083 48 12.     (W)   SCALED
 PK0087* NAVD 88 ORTHO HEIGHT -   236.946 (meters)      777.38  (feet) ADJUSTED
 PK0087  ______________________________________________________________________
 PK0087  GEOID HEIGHT    -        -35.183 (meters)                     GEOID18
 PK0087  DYNAMIC HEIGHT  -        236.911 (meters)      777.27  (feet) COMP
 PK0087  MODELED GRAVITY -    980,464.4   (mgal)                       NAVD 88
 PK0087
 PK0087  VERT ORDER      -  SECOND    CLASS 0
 PK0087
 PK0087.The horizontal coordinates were scaled from a map and have
 PK0087.an estimated accuracy of +/- 6 seconds.
 PK0087
 PK0087.The orthometric height was determined by differential leveling and
 PK0087.adjusted by the NATIONAL GEODETIC SURVEY
 PK0087.in June 1991.
 PK0087
 PK0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0087.GEOID18 height accuracy estimate available here.
 PK0087
 PK0087.Click photographs - Photos may exist for this station.
 PK0087
 PK0087.The dynamic height is computed by dividing the NAVD 88
 PK0087.geopotential number by the normal gravity value computed on the
 PK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0087.degrees latitude (g = 980.6199 gals.).
 PK0087
 PK0087.The modeled gravity was interpolated from observed gravity values.
 PK0087
 PK0087;                    North         East    Units  Estimated Accuracy
 PK0087;SPC MI C     -   102,170.    6,045,000.      MT  (+/- 180 meters Scaled)
 PK0087
 PK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK761017(NAD 83)
 PK0087
 PK0087                          SUPERSEDED SURVEY CONTROL
 PK0087
 PK0087  NGVD 29 (??/??/92)  237.120  (m)          777.95   (f) ADJ UNCH    2 0
 PK0087
 PK0087.Superseded values are not recommended for survey control.
 PK0087
 PK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0087.See file dsdata.pdf to determine how the superseded data were derived.
 PK0087
 PK0087_MARKER: DB = BENCH MARK DISK
 PK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0087_STAMPING: D 82 1934
 PK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0087+STABILITY: SURFACE MOTION
 PK0087
 PK0087  HISTORY     - Date     Condition        Report By
 PK0087  HISTORY     - 1934     MONUMENTED       CGS
 PK0087  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0087  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PK0087
 PK0087                          STATION DESCRIPTION
 PK0087
 PK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0087'AT WHITTEMORE.
 PK0087'AT WHITTEMORE, IOSCO COUNTY, ON STATE HIGHWAY 65, AT THE NORTH
 PK0087'END OF THE CONCRETE PAVEMENT, 57 YARDS NORTH OF A TWO-STORY
 PK0087'BRICK HOME WEST OF THE HIGHWAY, 18 FEET WEST OF THE WEST EDGE
 PK0087'OF THE CONCRETE PAVEMENT, AND 1 FOOT LOWER THAN THE ROADWAY.
 PK0087'A STANDARD DISK, STAMPED D 82 1934 AND SET IN THE TOP OF A
 PK0087'CONCRETE POST.
 PK0087
 PK0087                          STATION RECOVERY (1965)
 PK0087
 PK0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0087'MARK NOT FOUND.
 PK0087
 PK0087                          STATION RECOVERY (1983)
 PK0087
 PK0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0087'NOT RECOVERED, PROBABLY DESTROYED WHEN HIGHWAY WAS WIDENED.
 PK0087
 PK0087                          STATION RECOVERY (1988)
 PK0087
 PK0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0565 ***********************************************************************
 PL0565  DESIGNATION -  D 83 RESET
 PL0565  PID         -  PL0565
 PL0565  STATE/COUNTY-  MI/OSCODA
 PL0565  COUNTRY     -  US
 PL0565  USGS QUAD   -  FAIRVIEW (2017)
 PL0565
 PL0565                         *CURRENT SURVEY CONTROL
 PL0565  ______________________________________________________________________
 PL0565* NAD 83(1986) POSITION- 44 43 30.1    (N) 084 02 50.1    (W)   HD_HELD2
 PL0565* NAVD 88 ORTHO HEIGHT -   361.11  (meters)     1184.7   (feet) RESET
 PL0565  ______________________________________________________________________
 PL0565  GEOID HEIGHT    -        -35.298 (meters)                     GEOID18
 PL0565  VERT ORDER      -  THIRD
 PL0565
 PL0565.The horizontal coordinates were established by autonomous hand held GPS
 PL0565.observations and have an estimated accuracy of +/- 10 meters.
 PL0565
 PL0565.The orthometric height was computed from unverified reset data.
 PL0565
 PL0565.No vertical observational check was made to the station.
 PL0565
 PL0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0565.GEOID18 height accuracy estimate available here.
 PL0565
 PL0565.Click photographs - Photos may exist for this station.
 PL0565
 PL0565;                    North         East    Units  Estimated Accuracy
 PL0565;SPC MI C     -   156,547.    6,025,303.      MT  (+/- 10 meters HH2 GPS)
 PL0565
 PL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ3383356647(NAD 83)
 PL0565
 PL0565                          SUPERSEDED SURVEY CONTROL
 PL0565
 PL0565  NGVD 29 (02/05/16)  361.25   (m)         1185.2    (f) RESET       3  
 PL0565
 PL0565.Superseded values are not recommended for survey control.
 PL0565
 PL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0565.See file dsdata.pdf to determine how the superseded data were derived.
 PL0565
 PL0565_MARKER: DV = VERTICAL CONTROL DISK
 PL0565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0565_SP_SET: HEADWALL
 PL0565_STAMPING: D 83 RESET 1989
 PL0565_MARK LOGO: NGS
 PL0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0565+STABILITY: SURFACE MOTION
 PL0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0565+SATELLITE: SATELLITE OBSERVATIONS - 1989
 PL0565
 PL0565  HISTORY     - Date     Condition        Report By
 PL0565  HISTORY     - 1989     MONUMENTED       NGS
 PL0565  HISTORY     - 20011205 GOOD             NGS
 PL0565
 PL0565                          STATION DESCRIPTION
 PL0565
 PL0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PL0565'IN THE SE CORNER OF THE SW 1/4 SECTION 14, T-27-N, R-3-E, AND IN THE
 PL0565'TOWN OF FAIRVIEW.  TO REACH FROM THE CAUTION LIGHT IN THE CENTER OF
 PL0565'FAIRVIEW AT THE JUNCTION OF M-72 AND M-33, ONE BLOCK SOUTH OF THE
 PL0565'POST OFFICE, GO EAST ON M-72 FOR 0.27 KM (0.17 MI) TO A SIDEROAD
 PL0565'RIGHT, (MAPLE STREET) AND THE MARK SET IN THE SOUTHWEST QUADRANT OF
 PL0565'THIS INTERSECTION AS DESCRIBED, 12.8 M (42.0 FT) WEST FROM THE CENTER
 PL0565'OF MAPLE STREET, 14.4 M (47.2 FT) EAST FROM THE CENTER OF A DRIVEWAY
 PL0565'FOR HOUSE NUMBER 2090, 8.0 M (26.2 FT) SOUTH FROM CENTER OF STATE
 PL0565'ROUTE M-72 AND 1.0 M (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 PL0565'A WHITE WOODEN POST FOR MARKING HEADWALL OF CULVERT,  IN THE WEST END
 PL0565'OF THE SOUTH END OF CONCRETE ABUTMENT FOR A 24-INCH CONCRETE CULVERT
 PL0565'UNDER HIGHWAY M-72.  DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC
 PL0565'ADVISOR-MICHIGAN.
 PL0565
 PL0565                          STATION RECOVERY (2001)
 PL0565
 PL0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0090 ***********************************************************************
 OK0090  DESIGNATION -  D 86
 OK0090  PID         -  OK0090
 OK0090  STATE/COUNTY-  MI/SAGINAW
 OK0090  COUNTRY     -  US
 OK0090  USGS QUAD   -  SHIELDS (2017)
 OK0090
 OK0090                         *CURRENT SURVEY CONTROL
 OK0090  ______________________________________________________________________
 OK0090* NAD 83(1986) POSITION- 43 23 43.     (N) 084 03 13.     (W)   SCALED
 OK0090* NAVD 88 ORTHO HEIGHT -   180.535 (meters)      592.31  (feet) ADJUSTED
 OK0090  ______________________________________________________________________
 OK0090  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 OK0090  DYNAMIC HEIGHT  -        180.498 (meters)      592.18  (feet) COMP
 OK0090  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 OK0090
 OK0090  VERT ORDER      -  SECOND    CLASS 0
 OK0090
 OK0090.The horizontal coordinates were scaled from a map and have
 OK0090.an estimated accuracy of +/- 6 seconds.
 OK0090
 OK0090.The orthometric height was determined by differential leveling and
 OK0090.adjusted by the NATIONAL GEODETIC SURVEY
 OK0090.in June 1991.
 OK0090
 OK0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0090.GEOID18 height accuracy estimate available here.
 OK0090
 OK0090.Click photographs - Photos may exist for this station.
 OK0090
 OK0090.The dynamic height is computed by dividing the NAVD 88
 OK0090.geopotential number by the normal gravity value computed on the
 OK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0090.degrees latitude (g = 980.6199 gals.).
 OK0090
 OK0090.The modeled gravity was interpolated from observed gravity values.
 OK0090
 OK0090;                    North         East    Units  Estimated Accuracy
 OK0090;SPC MI S     -   210,570.    4,025,360.      MT  (+/- 180 meters Scaled)
 OK0090
 OK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP386089(NAD 83)
 OK0090
 OK0090                          SUPERSEDED SURVEY CONTROL
 OK0090
 OK0090  NGVD 29 (??/??/92)  180.719  (m)          592.91   (f) ADJ UNCH    2 0
 OK0090
 OK0090.Superseded values are not recommended for survey control.
 OK0090
 OK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0090.See file dsdata.pdf to determine how the superseded data were derived.
 OK0090
 OK0090_MARKER: DB = BENCH MARK DISK
 OK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0090_STAMPING: D 86 1934
 OK0090_MARK LOGO: CGS
 OK0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0090+STABILITY: SURFACE MOTION
 OK0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0090+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0090
 OK0090  HISTORY     - Date     Condition        Report By
 OK0090  HISTORY     - 1934     MONUMENTED       CGS
 OK0090  HISTORY     - 1966     GOOD             USGS
 OK0090  HISTORY     - 19940607 GOOD             USPSQD
 OK0090  HISTORY     - 19950403 GOOD             LOCENG
 OK0090  HISTORY     - 20010808 GOOD             NGS
 OK0090
 OK0090                          STATION DESCRIPTION
 OK0090
 OK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0090'0.6 MI W FROM PAINES.
 OK0090'0.6 MILE WEST ALONG THE MICHIGAN RAILROAD FROM THE STATION AT
 OK0090'PAINES, SAGINAW COUNTY, 70 YARDS WEST OF MILEPOST J 95, 70 FEET
 OK0090'WEST OF THE CENTERLINE OF A CONCRETE HIGHWAY, 30 FEET SOUTH OF
 OK0090'THE SOUTH RAIL, 5.5 FEET NORTH OF A POLE, AND 3 FEET LOWER THAN
 OK0090'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 86 1934 AND
 OK0090'SET IN THE TOP OF A CONCRETE POST.
 OK0090
 OK0090                          STATION RECOVERY (1966)
 OK0090
 OK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0090'RECOVERED IN GOOD CONDITION.
 OK0090
 OK0090                          STATION RECOVERY (1994)
 OK0090
 OK0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0090'RECOVERED IN GOOD CONDITION.
 OK0090
 OK0090                          STATION RECOVERY (1995)
 OK0090
 OK0090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0090'DESCRIPTION IS ADEQUATE.  NO GOOD FOR GPS OBSERVATIONS AS IT IS UNDER
 OK0090'A TREE CANOPY.  PLACED CARSONITE WITNESS POST BY STATION.
 OK0090
 OK0090                          STATION RECOVERY (2001)
 OK0090
 OK0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1439 ***********************************************************************
 NE1439  DESIGNATION -  D 86
 NE1439  PID         -  NE1439
 NE1439  STATE/COUNTY-  MI/OAKLAND
 NE1439  COUNTRY     -  US
 NE1439  USGS QUAD   -  REDFORD (2017)
 NE1439
 NE1439                         *CURRENT SURVEY CONTROL
 NE1439  ______________________________________________________________________
 NE1439* NAD 83(2011) POSITION- 42 29 17.93633(N) 083 17 42.25033(W)   ADJUSTED
 NE1439* NAD 83(2011) ELLIP HT-   177.677 (meters)        (06/27/12)   ADJUSTED
 NE1439* NAD 83(2011) EPOCH   -  2010.00
 NE1439* NAVD 88 ORTHO HEIGHT -   211.7   (meters)      695.    (feet) GPS OBS
 NE1439  ______________________________________________________________________
 NE1439  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1439  GEOID HEIGHT    -         -34.02 (meters)                     GEOID93
 NE1439  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 NE1439  NAD 83(2011) X  -    549,999.266 (meters)                     COMP
 NE1439  NAD 83(2011) Y  - -4,678,446.162 (meters)                     COMP
 NE1439  NAD 83(2011) Z  -  4,285,877.715 (meters)                     COMP
 NE1439  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 NE1439
 NE1439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1439  Standards:
 NE1439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1439  -------------------------------------------------------------------
 NE1439  NETWORK    0.96   0.94           0.42   0.36   0.48     -0.06893311
 NE1439  -------------------------------------------------------------------
 NE1439  Click here for local accuracies and other accuracy information.
 NE1439
 NE1439.The horizontal coordinates were established by GPS observations
 NE1439.and adjusted by the National Geodetic Survey in June 2012.
 NE1439
 NE1439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1439.been affixed to the stable North American tectonic plate. See 
 NE1439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1439
 NE1439.The horizontal coordinates are valid at the epoch date displayed above
 NE1439.which is a decimal equivalence of Year/Month/Day.
 NE1439
 NE1439.The orthometric height was determined by GPS observations and a
 NE1439.high-resolution geoid model.
 NE1439
 NE1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1439.GEOID18 height accuracy estimate available here.
 NE1439
 NE1439.Click photographs - Photos may exist for this station.
 NE1439
 NE1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1439
 NE1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1439
 NE1439.The ellipsoidal height was determined by GPS observations
 NE1439.and is referenced to NAD 83.
 NE1439
 NE1439. The following values were computed from the NAD 83(2011) position.
 NE1439
 NE1439;                    North         East     Units Scale Factor Converg.
 NE1439;SPC MI S     -   110,340.247 4,088,092.140   MT  0.99993071   +0 43 45.3
 NE1439;SPC MI S     -   362,008.68 13,412,375.79   iFT  0.99993071   +0 43 45.3
 NE1439;UTM  17      - 4,706,547.968   311,383.401   MT  1.00003773   -1 33 02.3
 NE1439
 NE1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1439!SPC MI S     -   0.99997214  x   0.99993071  =   0.99990285
 NE1439!UTM  17      -   0.99997214  x   1.00003773  =   1.00000986
 NE1439
 NE1439:                Primary Azimuth Mark                     Grid Az
 NE1439:SPC MI S     -  D 86 AZ MK                               263 49 41.5
 NE1439:UTM  17      -  D 86 AZ MK                               266 06 29.1
 NE1439
 NE1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1138306547(NAD 83)
 NE1439
 NE1439|---------------------------------------------------------------------|
 NE1439| PID    Reference Object                     Distance      Geod. Az  |
 NE1439|                                                           dddmmss.s |
 NE1439| NE1379 DETROIT TV STATION WWJ MAST         APPROX. 7.4 KM 0943716.9 |
 NE1439| NE1382 DETROIT TV STATION WJBK MAST        APPROX. 7.4 KM 1143828.8 |
 NE1439| NE1375 DETROIT TV STATION WXYZ MAST        APPROX. 4.2 KM 1174001.7 |
 NE1439| NE1437 DETROIT RADIO STA KQG 23 TOWER      APPROX. 3.2 KM 1200614.5 |
 NE1439| CH0958 D 86 RM 1                            25.232 METERS 23053     |
 NE1439| CH0957 D 86 AZ MK                                         2643326.8 |
 NE1439| CH0959 D 86 RM 2                            29.622 METERS 27649     |
 NE1439|---------------------------------------------------------------------|
 NE1439
 NE1439                          SUPERSEDED SURVEY CONTROL
 NE1439
 NE1439  NAD 83(2007)-  42 29 17.93652(N)    083 17 42.25116(W) AD(2002.00) 0
 NE1439  ELLIP H (02/10/07)  177.677  (m)                       GP(2002.00)    
 NE1439  ELLIP H (07/12/02)  177.706  (m)                       GP(       ) 4 1
 NE1439  NAD 83(1994)-  42 29 17.93640(N)    083 17 42.25108(W) AD(       ) 1
 NE1439  ELLIP H (02/03/97)  177.740  (m)                       GP(       ) 4 1
 NE1439  NAD 83(1986)-  42 29 17.94163(N)    083 17 42.28137(W) AD(       ) 1
 NE1439  NAD 83(1986)-  42 29 17.94236(N)    083 17 42.27899(W) AD(       ) 1
 NE1439  NAD 27      -  42 29 17.81646(N)    083 17 42.52910(W) AD(       ) 1
 NE1439  NGVD 29 (07/16/92)  211.6    (m)  UNKNOWN  model used  GPS OBS        
 NE1439  NGVD 29 (07/19/86)  211.9    (m)          695.     (f) VERT ANG       
 NE1439
 NE1439.Superseded values are not recommended for survey control.
 NE1439
 NE1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1439.See file dsdata.pdf to determine how the superseded data were derived.
 NE1439
 NE1439_MARKER: DB = BENCH MARK DISK
 NE1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1439_STAMPING: D 86 1957
 NE1439_MARK LOGO: CGS
 NE1439_PROJECTION: FLUSH
 NE1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1439+STABILITY: SURFACE MOTION
 NE1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1439+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE1439
 NE1439  HISTORY     - Date     Condition        Report By
 NE1439  HISTORY     - 1957     MONUMENTED       CGS
 NE1439  HISTORY     - 1964     GOOD             CGS
 NE1439  HISTORY     - 1977     GOOD             NGS
 NE1439  HISTORY     - 1980     GOOD             MIDH
 NE1439  HISTORY     - 19910318 GOOD             MIDH
 NE1439  HISTORY     - 19931016 GOOD             WADTRI
 NE1439  HISTORY     - 19931030 GOOD             LOCENG
 NE1439  HISTORY     - 19941012 GOOD             LOCENG
 NE1439  HISTORY     - 20030818 MARK NOT FOUND   USGS
 NE1439  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE1439
 NE1439                          STATION DESCRIPTION
 NE1439
 NE1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1439'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 86, ABOUT 11 MILES
 NE1439'NORTH- NORTHWEST OF DEARBORN, ABOUT 10 MILES SOUTH OF PONTIAC, ABOUT
 NE1439'1.5 MILES NORTHWEST OF SOUTHFIELD, ON U.S. GOVERNMENT PROPERTY.  IT IS
 NE1439'16 FEET SOUTH OF A WHITE WITNESS POST AND WIRE FENCE, 37 FEET
 NE1439'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 170 FEET SOUTH-SOUTHWEST
 NE1439'OF A FENCE CORNER AND 274 FEET NORTH-NORTHWEST OF A SMALL CONCRETE
 NE1439'BLOCK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 86
 NE1439'1957.
 NE1439'
 NE1439'TO REACH THE STATION FROM U.S. HIGHWAY 24 (TELEGRAPH ROAD) AND TEN
 NE1439'MILE ROAD IN THE WEST EDGE OF SOUTHFIELD, GO NORTH ON HIGHWAY 24 FOR
 NE1439'1.0 MILE TO A GRAVELED CROSSROAD (ELEVEN MILE ROAD)   TURN LEFT AND GO
 NE1439'WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO THE ENTRANCE GATE INTO THE
 NE1439'NIKE SITE*.  TURN RIGHT AND GO NORTH AND NORTHEAST ON A PAVED ROAD FOR
 NE1439'0.1 MILE TO THE END OF THE PAVEMENT.  CONTINUE NORTHEAST ACROSS GRASS
 NE1439'FOR ABOUT 0.05 MILE TO THE STATION.
 NE1439'
 NE1439'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON ELEVEN
 NE1439'MILE ROAD FOR 0.45 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NE1439'NORTH ON THE PAVED ROAD FOR 0.15 MILE TO THE ENTRANCE GATE INTO THE
 NE1439'BARRACKS AREA OF D 86 AND THE MARK ON THE RIGHT AT THE SOUTHEAST
 NE1439'CORNER OF A WIRE FENCE.
 NE1439'
 NE1439'REFERENCE MARK 1 IS FLUSH AND THE DISK IS STAMPED D 86 NO 1 1957.
 NE1439'
 NE1439'REFERENCE MARK 2 1 FOOT SOUTH OF THE FENCE, IS FLUSH AND THE DISK IS
 NE1439'STAMPED D 86 NO 2 1957.
 NE1439'
 NE1439'THE AZIMUTH MARK IS 24 FEET EAST OF A PAVED ROAD, 2 FEET NORTH OF A
 NE1439'WHITE WITNESS POST, 1 FOOT EAST OF A FENCE AND 2 FEET NORTH OF THE
 NE1439'FENCE CORNER.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED D
 NE1439'86 1957.
 NE1439'
 NE1439'THE UNMARKED BENCH MARK IS SET NEAR THE SOUTHEAST CORNER OF THE WIRE
 NE1439'FENCE THE ENCLOSES THE NIKE SITE, 9 FEET NORTH OF A FENCE, 9 FEET WEST
 NE1439'OF THE FENCE AND 12 FEET NORTHWEST OF THE FENCE CORNER.  THE MONUMENT
 NE1439'IS A 6 INCH CONCRETE CYLINDER WITH A 1 INCH IRON PIPE SET IN THE
 NE1439'CENTER AND PROJECTS 5 INCHES.
 NE1439'
 NE1439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1439
 NE1439                          STATION RECOVERY (1964)
 NE1439
 NE1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1439'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NE1439'THE DISTANCES TO ALL MARKS CHECKED.  THE DIRECTIONS TO REFERENCE MARKS
 NE1439'1 AND 2, AND THE AZIMUTH MARK CHECKED.  THE DIRECTION TO THE UNMARKED
 NE1439'B.M. DID NOT CHECK BY 13.5 SECONDS.
 NE1439'
 NE1439'THE DESCRIPTIONS ARE ADEQUATE.
 NE1439'
 NE1439'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 NE1439
 NE1439                          STATION RECOVERY (1977)
 NE1439
 NE1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1439'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1439'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.  THE NIKE
 NE1439'MISSILE SITE IS NO LONGER IN EXISTENCE, BUT THE ORIGINAL FENCE IS
 NE1439'STILL IN PLACE AND THE AREA IS NOW USED AS A PARK AND PLAYGROUND.
 NE1439'THE STATION IS LOCATED AT THE NORTH END OF THE PARK AREA, INSIDE
 NE1439'THE FENCED ENCLOSURE.  SOME OF THE OLD MILITARY BUILDINGS ARE
 NE1439'STILL STANDING.
 NE1439'
 NE1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NW OF
 NE1439'SOUTHFIELD.
 NE1439
 NE1439                          STATION RECOVERY (1980)
 NE1439
 NE1439'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1439'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 NE1439'CONDITION.  REFERENCE MARK 1 AND THE UNMARKED BENCH MARK WERE SEARCHED
 NE1439'FOR BUT COULD NOT BE FOUND.  THE DIRECTIONS AND DISTANCES WERE NOT
 NE1439'CHECKED.  THE TO REACH AND DESCRIPTION WERE ADEQUATE.
 NE1439
 NE1439                          STATION RECOVERY (1991)
 NE1439
 NE1439'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1439'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE1439'17, T-1-N, R-10-E, SOUTHFIELD TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1439'10-1/2 MILES SOUTH OF PONTIAC, 4-3/4 MILES NORTHEAST OF FARMINGTON,
 NE1439'1/2 MILE WEST OF THE INTERSTATE HIGHWAY 696 AND TELEGRAPH ROAD
 NE1439'INTERCHANGE, AT THE NORTHWEST SIDE OF SOUTHFIELD, AND ON THE REDFORD
 NE1439'QUADRANGLE MAP.  THE STATION IS AT THE OPTIMIST PARK ON ELEVEN MILE
 NE1439'ROAD.  THE PROPERTY OWNER IS THE SOUTHFIELD PARKS AND RECREATION
 NE1439'DEPARTMENT, MAIN OFFICE, 26000 EVERGREEN ROAD, SOUTHFIELD (313)
 NE1439'354-9603.
 NE1439'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 696 AND TELEGRAPH
 NE1439'ROAD INTERCHANGE, GO SOUTH ON TELEGRAPH ROAD FOR 0.5 MI (0.8 KM) TO A
 NE1439'T-INTERSECTION ON THE RIGHT, (SWANSON ROAD).  TURN RIGHT ON SWANSON
 NE1439'ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO WHERE SWANSON ROAD ENDS AT
 NE1439'FRANKLIN ROAD.  TURN RIGHT ON FRANKLIN ROAD AND GO NORTHERLY FOR 0.2
 NE1439'MI (0.3 KM) TO THE JUNCTION OF ELEVEN MILE ROAD.  BEAR LEFT ONTO
 NE1439'ELEVEN MILE ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO OPTIMIST PARK ON
 NE1439'THE RIGHT.  TURN RIGHT INTO DRIVE AND GO NORTH TO THE END OF THE
 NE1439'PARKING LOT AND A GATE.  PACK ACROSS FIELD FOR ABOUT 300 FEET TO THE
 NE1439'STAION AS DESCRIBED.
 NE1439'STATION IS SET FLUSH WITH THE GROUND. IT IS 103 FT (31.4 M) WEST FROM
 NE1439'THE FENCE AROUND A TENNIS COURT, 61 FT (18.6 M) NORTHEAST OF THE
 NE1439'FENCE CORNER AROUND A LARGE CONCRETE PILLAR (LEFT FROM REMAINS OF THE
 NE1439'NIKE SITE), AND 3 FT (0.9 M) SOUTH OF A JOGGING PATH.
 NE1439
 NE1439                          STATION RECOVERY (1993)
 NE1439
 NE1439'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (1993)
 NE1439
 NE1439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (1994)
 NE1439
 NE1439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (2003)
 NE1439
 NE1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MD)
 NE1439'ALL TRACES OF THE NIKE MISSLE SITE AND PARK ARE GONE. 2 OFFICE
 NE1439'BUILDING HAVE BEEN BUILT IN THAT LOCATION DESTROYING THE CONTROL POINT
 NE1439'AND BOTH REFERENCE MARKS. THE AZIMUTH MARK DOWN THE ROAD AT THE
 NE1439'ENTRANCE TO PRESENT DAY ARMY/NAVY RESERVE CENTER MAY STILL BE THERE
 NE1439'BUT WOULD BE UNDER A COUPLE FEET OF LANDSCAPING.
 NE1439
 NE1439                          STATION RECOVERY (2006)
 NE1439
 NE1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0322 ***********************************************************************
 PL0322  DESIGNATION -  D 87
 PL0322  PID         -  PL0322
 PL0322  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0322  COUNTRY     -  US
 PL0322  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0322
 PL0322                         *CURRENT SURVEY CONTROL
 PL0322  ______________________________________________________________________
 PL0322* NAD 83(1986) POSITION- 44 45 36.48   (N) 085 30 50.08   (W)   HD_HELD1
 PL0322* NAVD 88 ORTHO HEIGHT -   182.617 (meters)      599.14  (feet) ADJUSTED
 PL0322  ______________________________________________________________________
 PL0322  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 PL0322  DYNAMIC HEIGHT  -        182.605 (meters)      599.10  (feet) COMP
 PL0322  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 PL0322
 PL0322  VERT ORDER      -  FIRST     CLASS II
 PL0322
 PL0322.The horizontal coordinates were determined by differentially corrected
 PL0322.hand held GPS observations or other comparable positioning techniques
 PL0322.and have an estimated accuracy of +/- 3 meters.
 PL0322
 PL0322.The orthometric height was determined by differential leveling and
 PL0322.adjusted by the NATIONAL GEODETIC SURVEY
 PL0322.in June 1991.
 PL0322
 PL0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0322.GEOID18 height accuracy estimate available here.
 PL0322
 PL0322.Click photographs - Photos may exist for this station.
 PL0322
 PL0322.The dynamic height is computed by dividing the NAVD 88
 PL0322.geopotential number by the normal gravity value computed on the
 PL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0322.degrees latitude (g = 980.6199 gals.).
 PL0322
 PL0322.The modeled gravity was interpolated from observed gravity values.
 PL0322
 PL0322;                    North         East    Units  Estimated Accuracy
 PL0322;SPC MI C     -   161,040.2   5,909,177.3     MT  (+/- 3 meters HH1 GPS) 
 PL0322
 PL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1761457378(NAD 83)
 PL0322
 PL0322                          SUPERSEDED SURVEY CONTROL
 PL0322
 PL0322  NGVD 29 (??/??/92)  182.722  (m)          599.48   (f) ADJ UNCH    1 2
 PL0322
 PL0322.Superseded values are not recommended for survey control.
 PL0322
 PL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0322.See file dsdata.pdf to determine how the superseded data were derived.
 PL0322
 PL0322_MARKER: DB = BENCH MARK DISK
 PL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0322_STAMPING: D 87 1934
 PL0322_MARK LOGO: CGS
 PL0322_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0322+STABILITY: SURFACE MOTION
 PL0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0322+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2009
 PL0322
 PL0322  HISTORY     - Date     Condition        Report By
 PL0322  HISTORY     - 1934     MONUMENTED       CGS
 PL0322  HISTORY     - 1971     GOOD             NGS
 PL0322  HISTORY     - 1984     GOOD             NGS
 PL0322  HISTORY     - 1990     GOOD             USPSQD
 PL0322  HISTORY     - 20060316 GOOD             GEOCAC
 PL0322  HISTORY     - 20090106 GOOD             MIDT
 PL0322
 PL0322                          STATION DESCRIPTION
 PL0322
 PL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PL0322'5.4 MI E FROM TRAVERSE CITY.
 PL0322'5.4 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0322'STATION AT TRAVERSE CITY, AT THE CROSSING OF OLD HIGHWAY 31, 71.0
 PL0322'FT. WEST OF THE INTERSECTION OF THE RAILROAD AND OLD HIGHWAY 31,
 PL0322'37.0 FT. NORTHWEST OF THE NORTH RAIL, AND 8.8 FT. SOUTHWEST OF
 PL0322'POLE NO. E 225.  A STANDARD DISK, STAMPED D 87 1934 AND SET IN
 PL0322'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 PL0322
 PL0322                          STATION RECOVERY (1984)
 PL0322
 PL0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  1.9 KM
 PL0322'(1.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0322'STATE ROUTE M 72 IN ACME, TO THE MARK ON THE LEFT, 27.3 METERS
 PL0322'(89.4 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 31 (SLOPE
 PL0322'MEASUREMENT), 15.5 METERS (50.8 FT) NORTHWEST OF THE CENTERLINE OF AN
 PL0322'ASPHALT ROAD (OLD HIGHWAY 72) (FIVE MILE ROAD), 10.1 METERS (33.0 FT)
 PL0322'NORTH OF THE NORTH RAIL OF THE CHESAPEAKE-OHIO RAILROAD, 5.5 METERS
 PL0322'(18.0 FT) SOUTH-SOUTHEAST OF A FOUR FEET HIGH WOODEN TELEPHONE CABLE
 PL0322'WARNING POST, AND 2.7 METERS (9.0 FT) WEST-SOUTHWEST OF A SIX FEET
 PL0322'HIGH WOODEN PILING WITH A SIGN ATTACHED.
 PL0322'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 PL0322'THE MARK IS 6.1 M ABOVE HIGHWAY 31.
 PL0322
 PL0322                          STATION RECOVERY (1990)
 PL0322
 PL0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0322'RECOVERED IN GOOD CONDITION.
 PL0322
 PL0322                          STATION RECOVERY (2006)
 PL0322
 PL0322'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0322'RECOVERED IN GOOD CONDITION.
 PL0322
 PL0322                          STATION RECOVERY (2009)
 PL0322
 PL0322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (JGC)
 PL0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1284 ***********************************************************************
 NE1284  DESIGNATION -  D 87
 NE1284  PID         -  NE1284
 NE1284  STATE/COUNTY-  MI/OAKLAND
 NE1284  COUNTRY     -  US
 NE1284  USGS QUAD   -  WALLED LAKE (2017)
 NE1284
 NE1284                         *CURRENT SURVEY CONTROL
 NE1284  ______________________________________________________________________
 NE1284* NAD 83(1994) POSITION- 42 35 49.40441(N) 083 28 19.54578(W)   ADJUSTED
 NE1284* NAVD 88 ORTHO HEIGHT -   284.4   (meters)      933.    (feet) VERTCON3
 NE1284  ______________________________________________________________________
 NE1284  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 NE1284  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 NE1284  HORZ ORDER      -  SECOND
 NE1284
 NE1284.The horizontal coordinates were established by classical geodetic methods
 NE1284.and adjusted by the National Geodetic Survey in February 1997.
 NE1284
 NE1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1284
 NE1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1284.GEOID18 height accuracy estimate available here.
 NE1284
 NE1284.Click photographs - Photos may exist for this station.
 NE1284
 NE1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1284
 NE1284. The following values were computed from the NAD 83(1994) position.
 NE1284
 NE1284;                    North         East     Units Scale Factor Converg.
 NE1284;SPC MI S     -   122,248.113 4,073,411.696   MT  0.99991944   +0 36 31.6
 NE1284;SPC MI S     -   401,076.49 13,364,211.60   iFT  0.99991944   +0 36 31.6
 NE1284;UTM  17      - 4,719,032.563   297,186.484   MT  1.00010610   -1 40 25.6
 NE1284
 NE1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1284!SPC MI S     -   0.99996070  x   0.99991944  =   0.99988015
 NE1284!UTM  17      -   0.99996070  x   1.00010610  =   1.00006680
 NE1284
 NE1284:                Primary Azimuth Mark                     Grid Az
 NE1284:SPC MI S     -  BONAR                                    020 49 22.5
 NE1284:UTM  17      -  BONAR                                    023 06 19.7
 NE1284
 NE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9718619032(NAD 83)
 NE1284
 NE1284|---------------------------------------------------------------------|
 NE1284| PID    Reference Object                     Distance      Geod. Az  |
 NE1284|                                                           dddmmss.s |
 NE1284| NE1288 BONAR                               APPROX. 4.4 KM 0212554.1 |
 NE1284| NE1615 D 87 AZ MK                                         0275615.2 |
 NE1284| NE1613 D 87 RM 1                            27.414 METERS 07459     |
 NE1284| NE1614 D 87 RM 2                            30.430 METERS 21212     |
 NE1284| NE1533 ATT RADIO STATION KQE 91 TOWER      APPROX.18.8 KM 2561412.5 |
 NE1284|---------------------------------------------------------------------|
 NE1284
 NE1284                          SUPERSEDED SURVEY CONTROL
 NE1284
 NE1284  NAD 83(1986)-  42 35 49.40795(N)    083 28 19.57558(W) AD(       ) 2
 NE1284  NAD 27      -  42 35 49.29150(N)    083 28 19.79950(W) AD(       ) 2
 NE1284  NGVD 29 (03/27/91)  284.6    (m)  OSU 89B  model used  GPS OBS        
 NE1284
 NE1284.Superseded values are not recommended for survey control.
 NE1284
 NE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1284.See file dsdata.pdf to determine how the superseded data were derived.
 NE1284
 NE1284_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1284_STAMPING: D 87 1957
 NE1284_MARK LOGO: NGS
 NE1284_PROJECTION: FLUSH
 NE1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1284+STABILITY: SURFACE MOTION
 NE1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1284+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 NE1284
 NE1284  HISTORY     - Date     Condition        Report By
 NE1284  HISTORY     - 1957     MONUMENTED       CGS
 NE1284  HISTORY     - 1957     GOOD             CGS
 NE1284  HISTORY     - 1980     GOOD             MIDH
 NE1284  HISTORY     - 19890202 GOOD             NGS
 NE1284  HISTORY     - 19900126 GOOD
 NE1284  HISTORY     - 20020504 GOOD             USPSQD
 NE1284  HISTORY     - 20060320 GOOD             INDIV
 NE1284
 NE1284                          STATION DESCRIPTION
 NE1284
 NE1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1284'THE STATION IS ABOUT 6-1/2 MILES EAST OF MILFORD, 4 MILES NORTH OF THE
 NE1284'VILLAGE OF WALLED LAKE, IT IS 108 FEET EAST OF A CYCLONE FENCE CORNER,
 NE1284'151 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 18 FEET
 NE1284'SOUTHWEST OF A WHITE WITNESS POST AND 17 FEET SOUTH OF THE CYCLONE
 NE1284'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 87 1957.
 NE1284'
 NE1284'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 218
 NE1284'(PONTIAC TRAIL ROAD) AND WALLED LAKE DRIVE IN THE VILLAGE OF WALLED
 NE1284'LAKE, GO NORTH ON HIGHWAY 218 FOR 0.8 MILE TO SOUTH COMMERCE ROAD.
 NE1284'TURN LEFT ON SOUTH COMMERCE ROAD AND GO NORTH FOR 3.85 MILES TO
 NE1284'COMMERCE ROAD, RUNNING EAST AND WEST IN THE COMMUNITY OF COMMERCE.
 NE1284'CROSS COMMERCE ROAD AND CONTINUE NORTH ON CARROLL LAKE ROAD FOR 0.5
 NE1284'MILE TO WISE ROAD.  TURN RIGHT AND GO EAST ON WISE ROAD FOR 0.5 MILE
 NE1284'TO THE ENTRANCE TO THE NIKE SITE ON THE RIGHT AND THE AZIMUTH MARK IN
 NE1284'THE SOUTHEAST ANGLE OF INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE
 NE1284'GRAVELED DRIVEWAY FOR 0.1 MILE TO A CYCLONE FENCE GATE.  PASS THROUGH
 NE1284'GATE AND CONTINUE SOUTH FOR ABOUT 100 FEET TO A GRAVEL T-DRIVEWAY
 NE1284'INTERSECTION.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR ABOUT 0.05
 NE1284'MILE TO THE STATION ON THE RIGHT.
 NE1284'
 NE1284'REFERENCE MARK 1 IS 149 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 NE1284'AND 1 FOOT SOUTH OF THE CYCLONE FENCE.  THE MONUMENT IS FLUSH AND THE
 NE1284'DISK IS STAMPED D 57 NO 1 1957.
 NE1284'
 NE1284'REFERENCE MARK 2 AND THE DISK IS STAMPED D 87 NO 2 1957.
 NE1284'
 NE1284'THE AZIMUTH MARK IS 100 FEET SOUTHEAST OF THE INTERSECTION OF WISE
 NE1284'ROAD AND DRIVEWAY 23 FEET SOUTH OF THE CENTERLINE OF WISE ROAD, 12
 NE1284'FEET WEST OF A WILD CHERRY TREE AND 2 FEET WEST OF A WHITE WITNESS
 NE1284'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 57
 NE1284'1957.
 NE1284'
 NE1284'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1284
 NE1284                          STATION RECOVERY (1957)
 NE1284
 NE1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1284'RECOVERED IN GOOD CONDITION.
 NE1284
 NE1284                          STATION RECOVERY (1980)
 NE1284
 NE1284'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1284'THE STATION WAS FOUND WITH THE DISK REMOVED HOWEVER THE SHANK IS STILL
 NE1284'IN PLACE AND SEEMS TO BE IN GOOD CONDITION.  REFERENCE MARK 1 AND THE
 NE1284'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 NE1284'SEARCHED FOR BUT COULD NOT BE FOUND.  THE DIRECTIONS AND DISTANCES
 NE1284'WERE NOT CHECKED.  THE TO REACH IS ADEQUATE.  THE STATION IS ON AN OLD
 NE1284'NIKE SITE NOW BEING USED BY THE DNR YOUTH GROUP.  PERMISSION MUST BE
 NE1284'OBTAINED TO USE THE STATION.  THE ENCLOSING FENCE IS LOCKED AT NIGHT
 NE1284'PERMISSION MAY BE OBTAINED BY TELEPHONING ROBERT FREEMAN OF THE
 NE1284'DNR AT 517 322 1300
 NE1284
 NE1284                          STATION RECOVERY (1989)
 NE1284
 NE1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE1284'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST OF MILFORD AND 6.4
 NE1284'KM (4.00 MI) NORTH OF WALLED LAKE, AT THE MICHIGAN CONSERVATION CORPS,
 NE1284'PROUD LAKE UNIT.  OWNERSHIP--STATE OF MICHIGAN.  JOANNE STRITMATTER
 NE1284'(SUPERINTENDENT). PHONE IS (313)363-0003.
 NE1284'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1284'LAKE ROAD WEST, AT THE EAST EDGE OF COMMERCE, GO SOUTH ON UNION LAKE
 NE1284'ROAD FOR 1.22 KM (0.75 MI) TO A STOPLIGHT AND PAVED ROAD ON THE RIGHT.
 NE1284'TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.40 MI) TO A PAVED
 NE1284'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD TO THE
 NE1284'MICHIGAN CONSERVATION CORPS, PROUD LAKE UNIT FOR 0.23 KM (0.15 MI)
 NE1284'PASSING THROUGH A GATE TO A PAVED T-JUNCTION.  TURN RIGHT AND GO WEST
 NE1284'ON THE PAVED ROAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 NE1284'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE1284'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 45.7 M (149.9 FT)
 NE1284'NORTH OF THE CENTER OF THE ROAD, 32.9 M (107.9 FT) EAST OF A FENCE
 NE1284'CORNER AND 5.2 M (17.1 FT) SOUTH OF A FENCE AND CARSONITE WITNESS
 NE1284'POST.
 NE1284'NOTE-THIS STATION WAS USED AS A GPS STATION BY THE MICHIGAN DEPARTMENT
 NE1284'OF TRANSPORTATION.
 NE1284'NOTE-BE SURE AND CONTACT JOANNE STRITMATTER, BEFORE OBSERVING STATION
 NE1284'DESCRIBED BY E.J. HANSMANN
 NE1284
 NE1284                          STATION RECOVERY (1990)
 NE1284
 NE1284'RECOVERED 1990
 NE1284'RECOVERED IN GOOD CONDITION.
 NE1284
 NE1284                          STATION RECOVERY (2002)
 NE1284
 NE1284'RECOVERY NOTE BY US POWER SQUADRON 2002 (GHL)
 NE1284'FOUND AZIMUTH, DRIVEWAY IS NOW ASPHALT, REFERENCE MARK 1 AND 2 NOT
 NE1284'FOUND.
 NE1284
 NE1284                          STATION RECOVERY (2006)
 NE1284
 NE1284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1284'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1610 ***********************************************************************
 NE1610  HT_MOD      -  This is a Height Modernization Survey Station.
 NE1610  DESIGNATION -  D 87 RESET
 NE1610  PID         -  NE1610
 NE1610  STATE/COUNTY-  MI/OAKLAND
 NE1610  COUNTRY     -  US
 NE1610  USGS QUAD   -  WALLED LAKE (2017)
 NE1610
 NE1610                         *CURRENT SURVEY CONTROL
 NE1610  ______________________________________________________________________
 NE1610* NAD 83(2011) POSITION- 42 35 49.40444(N) 083 28 19.54247(W)   ADJUSTED
 NE1610* NAD 83(2011) ELLIP HT-   250.596 (meters)        (06/27/12)   ADJUSTED
 NE1610* NAD 83(2011) EPOCH   -  2010.00
 NE1610* NAVD 88 ORTHO HEIGHT -   284.46  (meters)      933.3   (feet) GPS OBS
 NE1610  ______________________________________________________________________
 NE1610  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NE1610  GEOID HEIGHT    -        -33.781 (meters)                     GEOID03
 NE1610  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 NE1610  NAD 83(2011) X  -    534,619.319 (meters)                     COMP
 NE1610  NAD 83(2011) Y  - -4,672,061.862 (meters)                     COMP
 NE1610  NAD 83(2011) Z  -  4,294,827.089 (meters)                     COMP
 NE1610  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 NE1610
 NE1610  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1610  Standards:
 NE1610         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1610            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1610  -------------------------------------------------------------------
 NE1610  NETWORK    0.26   0.39           0.12   0.09   0.20     -0.06571343
 NE1610  -------------------------------------------------------------------
 NE1610  Click here for local accuracies and other accuracy information.
 NE1610
 NE1610.The horizontal coordinates were established by GPS observations
 NE1610.and adjusted by the National Geodetic Survey in June 2012.
 NE1610
 NE1610.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1610.been affixed to the stable North American tectonic plate. See 
 NE1610.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1610
 NE1610.The horizontal coordinates are valid at the epoch date displayed above
 NE1610.which is a decimal equivalence of Year/Month/Day.
 NE1610
 NE1610.The orthometric height was determined by GPS observations and a
 NE1610.high-resolution geoid model using precise GPS observation and
 NE1610.processing techniques.
 NE1610
 NE1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1610.GEOID18 height accuracy estimate available here.
 NE1610
 NE1610.Click photographs - Photos may exist for this station.
 NE1610
 NE1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1610
 NE1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1610
 NE1610.The ellipsoidal height was determined by GPS observations
 NE1610.and is referenced to NAD 83.
 NE1610
 NE1610. The following values were computed from the NAD 83(2011) position.
 NE1610
 NE1610;                    North         East     Units Scale Factor Converg.
 NE1610;SPC MI S     -   122,248.114 4,073,411.771   MT  0.99991944   +0 36 31.6
 NE1610;SPC MI S     -   401,076.49 13,364,211.85   iFT  0.99991944   +0 36 31.6
 NE1610;UTM  17      - 4,719,032.562   297,186.560   MT  1.00010610   -1 40 25.6
 NE1610
 NE1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1610!SPC MI S     -   0.99996070  x   0.99991944  =   0.99988014
 NE1610!UTM  17      -   0.99996070  x   1.00010610  =   1.00006680
 NE1610
 NE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9718619032(NAD 83)
 NE1610
 NE1610                          SUPERSEDED SURVEY CONTROL
 NE1610
 NE1610  NAD 83(2007)-  42 35 49.40410(N)    083 28 19.54300(W) AD(2002.00) 0
 NE1610  ELLIP H (02/10/07)  250.610  (m)                       GP(2002.00)    
 NE1610  ELLIP H (07/12/02)  250.637  (m)                       GP(       ) 4 1
 NE1610  NAD 83(1994)-  42 35 49.40396(N)    083 28 19.54282(W) AD(       ) 1
 NE1610  ELLIP H (02/03/97)  250.672  (m)                       GP(       ) 4 1
 NE1610  NAD 83(1986)-  42 35 49.40869(N)    083 28 19.57330(W) AD(       ) 1
 NE1610  NAD 83(1986)-  42 35 49.40795(N)    083 28 19.57558(W) AD(       ) 2
 NE1610  NAVD 88 (09/30/91)  284.4    (m)  UNKNOWN  model used  GPS OBS        
 NE1610  NGVD 29 (09/03/91)  284.6    (m)  UNKNOWN  model used  GPS OBS        
 NE1610
 NE1610.Superseded values are not recommended for survey control.
 NE1610
 NE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1610.See file dsdata.pdf to determine how the superseded data were derived.
 NE1610
 NE1610_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1610_STAMPING: D 87 1957 1988
 NE1610_MARK LOGO: NGS
 NE1610_PROJECTION: FLUSH
 NE1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1610+STABILITY: SURFACE MOTION
 NE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1610+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 NE1610
 NE1610  HISTORY     - Date     Condition        Report By
 NE1610  HISTORY     - 1988     MONUMENTED       NGS
 NE1610  HISTORY     - 19880608 SEE DESCRIPTION  NGS
 NE1610  HISTORY     - 19910625 GOOD             NGS
 NE1610  HISTORY     - 19930311 GOOD             MIDT
 NE1610  HISTORY     - 19931016 GOOD             WADTRI
 NE1610  HISTORY     - 20060320 GOOD             INDIV
 NE1610  HISTORY     - 20060509 GOOD             MIDT
 NE1610  HISTORY     - 20210617 GOOD             MCA
 NE1610
 NE1610                          STATION DESCRIPTION
 NE1610
 NE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NE1610'STATION IS LOCATED IN QUAD. 420831.  THE DESIGNATED MARK WAS RECOVERED
 NE1610'WITH CHANGES NOTED BELOW.  THE SURFACE DISK FOR THE STATION MARK HAD
 NE1610'BEEN PRYED OFF AT THE TOP OF THE STEM, BUT THE MONUMENT ITSELF WAS IN
 NE1610'GOOD SHAPE.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS WAS THE
 NE1610'AZIMUTH MARK, IN GOOD CONDITION.  SOME CLEARING WILL HAVE TO BE DONE
 NE1610'IN ORDER TO SIGHT BACK TO THE AZIMUTH MARK FROM THE STATION.  A NEW
 NE1610'SURFACE MARK WAS ESTABLISHED FOR THE STATION AT THIS TIME.  A NEW AND
 NE1610'COMPLETE DESCRIPTION FOLLOWS.
 NE1610'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST OF MILFORD, 6.4 KM
 NE1610'(4.0 MI) NORTH OF WALLED LAKE, NOW ON PROPERTY OF THE MICHIGAN DEPT.
 NE1610'OF NATURAL RESOURCES AND AT THE MICHIGAN CONSERVATION CORPS RESIDENT
 NE1610'CAMP - PROUD LAKE UNIT.
 NE1610'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1610'LAKE ROAD WEST, AT THE EAST SIDE OF THE VILLAGE OF COMMERCE, GO SOUTH
 NE1610'ON UNION LAKE ROAD FOR 1.22 KM (0.76 MI) TO A SIDE ROAD RIGHT, WISE
 NE1610'ROAD.  TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.39 MI) TO
 NE1610'THE ENTRANCE ROAD TO THE MICHIGAN CONSERVATION CORPS, PROUD LAKE
 NE1610'UNIT, ON THE LEFT AND THE AZIMUTH MARK.  TURN LEFT INTO THE ENTRANCE
 NE1610'ROAD AND GO SOUTH FOR 0.16 KM (0.10 MI) TO A GATE IN THE CYCLONE
 NE1610'FENCE AROUND THE COMPLEX.  CONTINUE SOUTH THRU GATE FOR ABOUT 100
 NE1610'FEET TO A SIDE ROAD RIGHT AND A SIGN, REPAIR SHOP RIGHT-OFFICE LEFT.
 NE1610'TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO A CURVE BACK TO THE
 NE1610'SOUTH AND THE STATION ON RIGHT AS DESCRIBED.
 NE1610'THE STATION IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE SQUARE
 NE1610'CONCRETE MONUMENT 30 CM ON A SIDE, FLUSH WITH GROUND.  IT IS LOCATED
 NE1610'32.918 M (107.998 FT) EAST FROM A FENCE CORNER, 45.720 M
 NE1610'(150.000 FT) NORTH FROM THE CENTER OF THE PAVED ROAD, 5.182 M
 NE1610'(17.001 FT) SOUTH FROM THE CHAIN LINK FENCE AND A CARSONITE WITNESS
 NE1610'POST.  THE UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE
 NE1610'1.0 M (3.3 FT) BELOW THE SURFACE.
 NE1610'THE AZIMUTH MARK HAS BRUSH ON LINE BETWEEN IT AND THE STATION, BUT
 NE1610'COULD BE CLEARED IF NEED BE.  THIS STATION WAS USED IN A GPS PROJECT
 NE1610'BY MIDH AT THIS TIME.
 NE1610'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1610
 NE1610                          STATION RECOVERY (1991)
 NE1610
 NE1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1610'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST OF MILFORD, 6.4 KM
 NE1610'(4.0 MI) NORTH OF WALLED LAKE, AT THE MICHIGAN CONSERVATION CORPS,
 NE1610'PROUD LAKE UNIT.  OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL
 NE1610'RESOURCES, C/O ACTING CAMP DIRECTOR STEPHEN C. FLOYD, MCCC CAMP PROUD
 NE1610'LAKE, 9491 WISE ROAD, UNION LAKE, MI. 48387.  PHONE 313-363-0003 OR
 NE1610'363-6974.
 NE1610'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1610'LAKE ROAD WEST, AT THE EAST EDGE OF COMMERCE, GO SOUTH ON UNION LAKE
 NE1610'ROAD FOR 1.22 KM (0.76 MI) TO A STOP LIGHT AND PAVED ROAD ON THE
 NE1610'RIGHT. TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.39 MI) TO A
 NE1610'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD
 NE1610'TO THE MICHIGAN CONSERVATION CORPS, PROUD LAKE UNIT, FOR 0.23 KM
 NE1610'(0.14 MI) PASSING THROUGH A GATE TO A PAVED T-JUNCTION.  TURN RIGHT
 NE1610'AND GO WEST ON THE PAVED ROAD FOR 0.07 KM (0.04 MI) TO THE STATION ON
 NE1610'THE RIGHT.
 NE1610'MONUMENT IS RECESSED 7-CM BELOW THE GROUND.  LOCATED 45.7 M
 NE1610'(149.9 FT) NORTH OF THE CENTER OF THE ROAD, 32.9 M (107.9 FT) EAST OF
 NE1610'A FENCE CORNER AND 5.2 M (17.1 FT) SOUTH OF A FENCE AND CARSONITE
 NE1610'WITNESS POST.
 NE1610
 NE1610                          STATION RECOVERY (1993)
 NE1610
 NE1610'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE1610'STATION IS LOCATED IN QUAD 420831 AND ON THE WALLED LAKE QUADRANGLE
 NE1610'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T-2-N, R-8-E, COMMERCE
 NE1610'TOWNSHIP. ABOUT 6.5 MI (10.5 KM) EAST OF MILFORD, 4.0 MI (6.4 KM)
 NE1610'NORTH OF WALLED LAKE, AND AT THE MICHIGAN CONSERVATION CORPS, PROUD
 NE1610'LAKE UNIT (OLD NIKE SITE).  OWNERSHIP--STATE OF MICHIGAN. JOANNE
 NE1610'STRITMATTER (SUPERINTENDENT). PHONE (810) 363-0003. TO REACH FROM THE
 NE1610'INTERSECTION OF UNION LAKE ROAD AND COOLEY LAKE ROAD WEST ON THE EAST
 NE1610'EDGE OF COMMERCE AND THE SOUTHWEST CORNER OF THE VILLAGE OF UNION
 NE1610'LAKE, GO SOUTH ALONG UNION LAKE ROAD FOR 0.75 MI (1.21 KM) TO A
 NE1610'STOPLIGHT AND A PAVED T-ROAD WEST (WISE ROAD). TURN RIGHT AND GO WEST
 NE1610'ALONG WISE ROAD FOR 1.4 MI (2.3 KM) TO A PAVED DRIVE ON THE LEFT. TURN
 NE1610'LEFT INTO DRIVE OF THE MICHIGAN CONSERVATION CORPS AND GO SOUTH FOR
 NE1610'0.15 MI (0.24 KM) PASSING THROUGH A GATE TO A PAVED T-JUNCTION. TURN
 NE1610'RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 NE1610'STATION IS FLUSH WITH THE GROUND SURFACE, 149.9 FT (45.7 M) NORTH FROM
 NE1610'THE CENTER OF A PAVED ROAD INSIDE THE COMPLEX, 107.9 FT (32.9 M) EAST
 NE1610'FROM A FENCE CORNER, 17.1 FT (5.2 M) SOUTH FROM A FENCE AND CARSONITE
 NE1610'WITNESS POST. NOTE--BEFORE OBSERVING STATION CONTACT JOANNE
 NE1610'STRITMATTER, SECURITY MAY BE AN ISSUE. THIS STATION WAS USED AS A GPS
 NE1610'STATION BY MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1610
 NE1610                          STATION RECOVERY (1993)
 NE1610
 NE1610'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1610'RECOVERED AS DESCRIBED.
 NE1610
 NE1610                          STATION RECOVERY (2006)
 NE1610
 NE1610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1610'RECOVERED AS DESCRIBED.  VIEWABLE BY SATELLITE.
 NE1610
 NE1610                          STATION RECOVERY (2006)
 NE1610
 NE1610'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1610'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 NE1610'0.99 METERS (3.25 FEET) NORTH OF A WITNESS POST.  THIS STATION HAS THE
 NE1610'SAME WITNESSES AS NE1284 AND WAS RECOVERED AS THE SAME STATION.
 NE1610
 NE1610                          STATION RECOVERY (2021)
 NE1610
 NE1610'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2021 (CCM)
 NE1610'ALL OF THE BUILDINGS, ASPHALT AND FENCES WERE DEMOLISHED IN 2012.  THE
 NE1610'AREA IS NOW A PARK (NIKE MISSILE BASE PARK, SITE D-87).
 NE1610'
 NE1610'TO REACH THE STATION FROM THE GRAVEL PARKING AREA, PROCEED SOUTH DOWN
 NE1610'A DIRT TWO-TRACK FOR ROUGHLY 550 FT (167.6 M) TO A DIRT FOOTPATH TO
 NE1610'THE WEST.  PROCEED WEST DOWN THE DIRT FOOTPATH FOR APPROXIMATELY 280
 NE1610'FT (85.3 M) THENCE PROCEED NORTH APPROXIMATELY 35 FT (10.7 M) FROM THE
 NE1610'DIRT FOOTPATH TO THE EDGE OF A WOOD LINE.  THE MARK IS 17 FT (5.2 M)
 NE1610'SOUTH OF AN ORANGE CARSONITE WITNESS POST THAT USED TO BE ON THE
 NE1610'EAST-WEST FENCE LINE SURROUNDING TRUNK HIGHWAY COMPLEX.  THE FENCE HAS
 NE1610'BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0328 ***********************************************************************
 QK0328  DESIGNATION -  D 88
 QK0328  PID         -  QK0328
 QK0328  STATE/COUNTY-  MI/LEELANAU
 QK0328  COUNTRY     -  US
 QK0328  USGS QUAD   -  GILLS PIER (2017)
 QK0328
 QK0328                         *CURRENT SURVEY CONTROL
 QK0328  ______________________________________________________________________
 QK0328* NAD 83(1986) POSITION- 45 03 20.70   (N) 085 43 59.58   (W)   HD_HELD1
 QK0328* NAVD 88 ORTHO HEIGHT -   183.138 (meters)      600.85  (feet) ADJUSTED
 QK0328  ______________________________________________________________________
 QK0328  GEOID HEIGHT    -        -35.542 (meters)                     GEOID18
 QK0328  DYNAMIC HEIGHT  -        183.127 (meters)      600.81  (feet) COMP
 QK0328  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 QK0328
 QK0328  VERT ORDER      -  SECOND    CLASS 0
 QK0328
 QK0328.The horizontal coordinates were determined by differentially corrected
 QK0328.hand held GPS observations or other comparable positioning techniques
 QK0328.and have an estimated accuracy of +/- 3 meters.
 QK0328
 QK0328.The orthometric height was determined by differential leveling and
 QK0328.adjusted by the NATIONAL GEODETIC SURVEY
 QK0328.in June 1991.
 QK0328
 QK0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0328.GEOID18 height accuracy estimate available here.
 QK0328
 QK0328.Click photographs - Photos may exist for this station.
 QK0328
 QK0328.The dynamic height is computed by dividing the NAVD 88
 QK0328.geopotential number by the normal gravity value computed on the
 QK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0328.degrees latitude (g = 980.6199 gals.).
 QK0328
 QK0328.The modeled gravity was interpolated from observed gravity values.
 QK0328
 QK0328;                    North         East    Units  Estimated Accuracy
 QK0328;SPC MI C     -   194,153.7   5,892,370.7     MT  (+/- 3 meters HH1 GPS) 
 QK0328
 QK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9974589924(NAD 83)
 QK0328
 QK0328                          SUPERSEDED SURVEY CONTROL
 QK0328
 QK0328  NGVD 29 (??/??/92)  183.245  (m)          601.20   (f) ADJ UNCH    2 0
 QK0328
 QK0328.Superseded values are not recommended for survey control.
 QK0328
 QK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0328.See file dsdata.pdf to determine how the superseded data were derived.
 QK0328
 QK0328_MARKER: DB = BENCH MARK DISK
 QK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0328_STAMPING: D 88 1934
 QK0328_MARK LOGO: CGS
 QK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0328+STABILITY: SURFACE MOTION
 QK0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0328+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 QK0328
 QK0328  HISTORY     - Date     Condition        Report By
 QK0328  HISTORY     - 1934     MONUMENTED       CGS
 QK0328  HISTORY     - 20040525 GOOD             USPSQD
 QK0328
 QK0328                          STATION DESCRIPTION
 QK0328
 QK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0328'2.7 MI N FROM LELAND.
 QK0328'2.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM LELAND, LEELANAU
 QK0328'COUNTY, 0.5 MILE WEST OF THE JUNCTION OF COUNTY HIGHWAY 641,
 QK0328'65 YARDS NORTHWEST OF THE EDGE OF LAKE LEELANAU, 50 YARDS NORTH
 QK0328'OF THE APEX OF A CURVE AT THE NORTH END OF THE LAKE, AT THE
 QK0328'EDGE OF A FOREST, 17 YARDS NORTHWEST OF THE CENTERLINE OF THE
 QK0328'HIGHWAY, AND 6 YARDS WEST OF A 16-INCH PINE TREE.  A STANDARD
 QK0328'DISK, STAMPED D 88 1934 AND SET IN THE TOP OF A CONCRETE POST
 QK0328'PROJECTING 1 FOOT ABOVE GROUND.
 QK0328
 QK0328                          STATION RECOVERY (2004)
 QK0328
 QK0328'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0599 ***********************************************************************
 NE0599  DESIGNATION -  D 9 USLS
 NE0599  PID         -  NE0599
 NE0599  STATE/COUNTY-  MI/WAYNE
 NE0599  COUNTRY     -  US
 NE0599  USGS QUAD   -  DETROIT (2017)
 NE0599
 NE0599                         *CURRENT SURVEY CONTROL
 NE0599  ______________________________________________________________________
 NE0599* NAD 83(1986) POSITION- 42 17 08.     (N) 083 07 21.     (W)   SCALED
 NE0599* NAVD 88 ORTHO HEIGHT -   180.094 (meters)      590.86  (feet) ADJUSTED
 NE0599  ______________________________________________________________________
 NE0599  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 NE0599  DYNAMIC HEIGHT  -        180.039 (meters)      590.68  (feet) COMP
 NE0599  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 NE0599
 NE0599  VERT ORDER      -  FIRST     CLASS 0
 NE0599
 NE0599.The horizontal coordinates were scaled from a map and have
 NE0599.an estimated accuracy of +/- 6 seconds.
 NE0599
 NE0599.The orthometric height was determined by differential leveling and
 NE0599.adjusted by the NATIONAL GEODETIC SURVEY
 NE0599.in June 1991.
 NE0599
 NE0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0599.GEOID18 height accuracy estimate available here.
 NE0599
 NE0599.Click photographs - Photos may exist for this station.
 NE0599
 NE0599.The dynamic height is computed by dividing the NAVD 88
 NE0599.geopotential number by the normal gravity value computed on the
 NE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0599.degrees latitude (g = 980.6199 gals.).
 NE0599
 NE0599.The modeled gravity was interpolated from observed gravity values.
 NE0599
 NE0599;                    North         East    Units  Estimated Accuracy
 NE0599;SPC MI S     -    88,020.    4,102,610.      MT  (+/- 180 meters Scaled)
 NE0599
 NE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG250836(NAD 83)
 NE0599
 NE0599                          SUPERSEDED SURVEY CONTROL
 NE0599
 NE0599  NGVD 29 (11/26/84)  180.268  (m)          591.43   (f) ADJUSTED    1 0
 NE0599
 NE0599.Superseded values are not recommended for survey control.
 NE0599
 NE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0599.See file dsdata.pdf to determine how the superseded data were derived.
 NE0599
 NE0599_MARKER: DD = SURVEY DISK
 NE0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0599_SP_SET: SILO WALL
 NE0599_STAMPING: D 9 1932 MCK
 NE0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0599
 NE0599  HISTORY     - Date     Condition        Report By
 NE0599  HISTORY     - 1932     MONUMENTED       USLS
 NE0599  HISTORY     - 1954     GOOD             CGS
 NE0599  HISTORY     - 1980     GOOD             NGS
 NE0599  HISTORY     - 1989     GOOD             USPSQD
 NE0599  HISTORY     - 19990925 GOOD             USPSQD
 NE0599
 NE0599                          STATION DESCRIPTION
 NE0599
 NE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0599'AT DETROIT.
 NE0599'AT DETROIT, ABOUT 0.45 MILE NORTHEAST ALONG WEST JEFFERSON
 NE0599'AVENUE FROM ITS BRIDGE OVER RIVER ROUGE, IN THE SOUTH PART OF
 NE0599'TOWN, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND HOME STREET,
 NE0599'AT THE ENTRANCE TO PEERLESS PORTLAND CEMENT COMPANY, ABOUT 33
 NE0599'FEET SOUTHEAST OF SOUTHEAST CURB OF JEFFERSON AVENUE, 5 FEET
 NE0599'SOUTHWEST OF SOUTHWEST EDGE OF CONCRETE DRIVE OF ENTRANCE TO
 NE0599'PLANT, INSIDE THE WATCHMANS BOOTH WHICH IS ATTACHED TO THE NORTH
 NE0599'SIDE OF THE NORTH ONE OF 6 LARGE CONCRETE STORAGE SILOS, SET
 NE0599'VERTICALLY IN THE NORTH FACE OF ROUNDED SILO WALL AND 4 FEET
 NE0599'ABOVE FLOOR OF WATCHMANS BOOTH.
 NE0599
 NE0599                          STATION RECOVERY (1980)
 NE0599
 NE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0599'NOTE, THE PEERLESS PORTLAND CEMENT COMPANY IS NOW THE JEFFERSON
 NE0599'MARINE TERMINAL.
 NE0599
 NE0599                          STATION RECOVERY (1989)
 NE0599
 NE0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0599'RECOVERED IN GOOD CONDITION.
 NE0599
 NE0599                          STATION RECOVERY (1999)
 NE0599
 NE0599'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0132 ***********************************************************************
 PL0132  DESIGNATION -  D 90
 PL0132  PID         -  PL0132
 PL0132  STATE/COUNTY-  MI/ROSCOMMON
 PL0132  COUNTRY     -  US
 PL0132  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0132
 PL0132                         *CURRENT SURVEY CONTROL
 PL0132  ______________________________________________________________________
 PL0132* NAD 83(2011) POSITION- 44 20 08.37997(N) 084 50 56.33910(W)   ADJUSTED
 PL0132* NAD 83(2011) ELLIP HT-   313.136 (meters)        (06/27/12)   ADJUSTED
 PL0132* NAD 83(2011) EPOCH   -  2010.00
 PL0132* NAVD 88 ORTHO HEIGHT -   347.117 (meters)     1138.83  (feet) ADJUSTED
 PL0132  ______________________________________________________________________
 PL0132  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 PL0132  NAD 83(2011) X  -    410,274.096 (meters)                     COMP
 PL0132  NAD 83(2011) Y  - -4,551,258.401 (meters)                     COMP
 PL0132  NAD 83(2011) Z  -  4,435,063.735 (meters)                     COMP
 PL0132  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PL0132  DYNAMIC HEIGHT  -        347.064 (meters)     1138.66  (feet) COMP
 PL0132  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 PL0132
 PL0132  VERT ORDER      -  SECOND    CLASS 0
 PL0132
 PL0132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0132  Standards:
 PL0132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0132  -------------------------------------------------------------------
 PL0132  NETWORK    0.38   0.82           0.15   0.16   0.42      0.08678637
 PL0132  -------------------------------------------------------------------
 PL0132  Click here for local accuracies and other accuracy information.
 PL0132
 PL0132.The horizontal coordinates were established by GPS observations
 PL0132.and adjusted by the National Geodetic Survey in June 2012.
 PL0132
 PL0132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0132.been affixed to the stable North American tectonic plate. See 
 PL0132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0132
 PL0132.The horizontal coordinates are valid at the epoch date displayed above
 PL0132.which is a decimal equivalence of Year/Month/Day.
 PL0132
 PL0132.The orthometric height was determined by differential leveling and
 PL0132.adjusted by the NATIONAL GEODETIC SURVEY
 PL0132.in June 1991.
 PL0132
 PL0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0132.GEOID18 height accuracy estimate available here.
 PL0132
 PL0132.Click photographs - Photos may exist for this station.
 PL0132
 PL0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0132
 PL0132.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0132
 PL0132.The ellipsoidal height was determined by GPS observations
 PL0132.and is referenced to NAD 83.
 PL0132
 PL0132.The dynamic height is computed by dividing the NAVD 88
 PL0132.geopotential number by the normal gravity value computed on the
 PL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0132.degrees latitude (g = 980.6199 gals.).
 PL0132
 PL0132.The modeled gravity was interpolated from observed gravity values.
 PL0132
 PL0132. The following values were computed from the NAD 83(2011) position.
 PL0132
 PL0132;                    North         East     Units Scale Factor Converg.
 PL0132;SPC MI C     -   113,346.555 5,961,535.433   MT  0.99996856   -0 20 26.6
 PL0132;SPC MI C     -   371,871.90 19,558,843.28   iFT  0.99996856   -0 20 26.6
 PL0132;UTM  16      - 4,911,405.187   671,481.634   MT  0.99996165   +1 30 13.1
 PL0132
 PL0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0132!SPC MI C     -   0.99995090  x   0.99996856  =   0.99991946
 PL0132!UTM  16      -   0.99995090  x   0.99996165  =   0.99991255
 PL0132
 PL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7148111405(NAD 83)
 PL0132
 PL0132                          SUPERSEDED SURVEY CONTROL
 PL0132
 PL0132  NAD 83(2007)-  44 20 08.38011(N)    084 50 56.33971(W) AD(2002.00) 1
 PL0132  ELLIP H (09/24/08)  313.129  (m)                       GP(2002.00) 3 1
 PL0132  NAVD 88             347.12   (m)         1138.8    (f) LEVELING    3  
 PL0132  NGVD 29 (??/??/92)  347.239  (m)         1139.23   (f) ADJ UNCH    2 0
 PL0132
 PL0132.Superseded values are not recommended for survey control.
 PL0132
 PL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0132.See file dsdata.pdf to determine how the superseded data were derived.
 PL0132
 PL0132_MARKER: DB = BENCH MARK DISK
 PL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0132_STAMPING: D 90 1934
 PL0132_MARK LOGO: CGS
 PL0132_PROJECTION: FLUSH
 PL0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0132+STABILITY: SURFACE MOTION
 PL0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0132+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2009
 PL0132
 PL0132  HISTORY     - Date     Condition        Report By
 PL0132  HISTORY     - 1934     MONUMENTED       CGS
 PL0132  HISTORY     - 20070614 GOOD             MIDT
 PL0132  HISTORY     - 20090621 GOOD             ACCU
 PL0132  HISTORY     - 20120813 GOOD             INDIV
 PL0132
 PL0132                          STATION DESCRIPTION
 PL0132
 PL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0132'3.9 MI W FROM HOUGHTON HEIGHTS.
 PL0132'3.9 MILES ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT HOUGHTON
 PL0132'HEIGHTS, ROSCOMMON COUNTY, 46.7 FEET SOUTH OF THE CENTERLINE OF
 PL0132'THE HIGHWAY, AT THE EDGE OF A FENCE, IN LINE WITH A ROW OF
 PL0132'POLES, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED
 PL0132'D 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0132
 PL0132                          STATION RECOVERY (2007)
 PL0132
 PL0132'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 PL0132'0.2 MI (0.3 KM) WEST FROM THE INTERSECTION OF COUNTY ROAD 300 AND
 PL0132'M-55, A METAL WITNESS POST HAS BEEN PLACED NEXT TO MARK.  MARK IS
 PL0132'PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE.
 PL0132
 PL0132                          STATION RECOVERY (2009)
 PL0132
 PL0132'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WC)
 PL0132'RECOVERED AS DESCRIBED
 PL0132
 PL0132                          STATION RECOVERY (2012)
 PL0132
 PL0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (NRR)
 PL0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0110 ***********************************************************************
 PL0110  DESIGNATION -  D 91
 PL0110  PID         -  PL0110
 PL0110  STATE/COUNTY-  MI/ROSCOMMON
 PL0110  COUNTRY     -  US
 PL0110  USGS QUAD   -  COOPERTON (2017)
 PL0110
 PL0110                         *CURRENT SURVEY CONTROL
 PL0110  ______________________________________________________________________
 PL0110* NAD 83(1986) POSITION- 44 13 19.     (N) 084 47 26.     (W)   SCALED
 PL0110* NAVD 88 ORTHO HEIGHT -   339.298 (meters)     1113.18  (feet) ADJUSTED
 PL0110  ______________________________________________________________________
 PL0110  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 PL0110  DYNAMIC HEIGHT  -        339.241 (meters)     1112.99  (feet) COMP
 PL0110  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PL0110
 PL0110  VERT ORDER      -  FIRST     CLASS II
 PL0110
 PL0110.The horizontal coordinates were scaled from a map and have
 PL0110.an estimated accuracy of +/- 6 seconds.
 PL0110
 PL0110.The orthometric height was determined by differential leveling and
 PL0110.adjusted by the NATIONAL GEODETIC SURVEY
 PL0110.in April 2012.
 PL0110
 PL0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0110.GEOID18 height accuracy estimate available here.
 PL0110
 PL0110.Click photographs - Photos may exist for this station.
 PL0110
 PL0110.The dynamic height is computed by dividing the NAVD 88
 PL0110.geopotential number by the normal gravity value computed on the
 PL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0110.degrees latitude (g = 980.6199 gals.).
 PL0110
 PL0110.The modeled gravity was interpolated from observed gravity values.
 PL0110
 PL0110;                    North         East    Units  Estimated Accuracy
 PL0110;SPC MI C     -   100,690.    5,966,130.      MT  (+/- 180 meters Scaled)
 PL0110
 PL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764988(NAD 83)
 PL0110
 PL0110                          SUPERSEDED SURVEY CONTROL
 PL0110
 PL0110  NAVD 88 (06/15/91)  339.295  (m)         1113.17   (f) SUPERSEDED  2 0
 PL0110  NGVD 29 (??/??/92)  339.421  (m)         1113.58   (f) ADJ UNCH    2 0
 PL0110
 PL0110.Superseded values are not recommended for survey control.
 PL0110
 PL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0110.See file dsdata.pdf to determine how the superseded data were derived.
 PL0110
 PL0110_MARKER: DB = BENCH MARK DISK
 PL0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0110_STAMPING: D 91 1934
 PL0110_MARK LOGO: CGS
 PL0110_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0110+STABILITY: SURFACE MOTION
 PL0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0110+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2009
 PL0110
 PL0110  HISTORY     - Date     Condition        Report By
 PL0110  HISTORY     - 1934     MONUMENTED       CGS
 PL0110  HISTORY     - 1954     GOOD             CGS
 PL0110  HISTORY     - 1976     GOOD             NGS
 PL0110  HISTORY     - 20090429 GOOD             MIDT
 PL0110
 PL0110                          STATION DESCRIPTION
 PL0110
 PL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PL0110'7.8 MI S FROM HOUGHTON LAKE.
 PL0110'7.8 MILES SOUTH ALONG OLD U.S. HIGHWAY 27 FROM THE POST OFFICE
 PL0110'AT HOUGHTON LAKE, ROSCOMMON COUNTY, 0.8 MILE NORTH OF WOLF
 PL0110'CREEK, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 PL0110'EDGE OF A WOODS, 56 FEET NORTH AND 121 FEET EAST FROM CENTER OF
 PL0110'A T-ROAD AT A CURVE IN NEW HIGHWAY 27, 1 FOOT HIGHER THAN THE
 PL0110'OLD HIGHWAY.  A STANDARD DISK, STAMPED D 91 1934 AND SET IN THE
 PL0110'TOP OF A CONCRETE POST.
 PL0110
 PL0110                          STATION RECOVERY (1976)
 PL0110
 PL0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0110'MARK WAS RECOVERED AND IS IN GOOD CONDITION, 8.0 MILES SOUTH OF
 PL0110'JUNCTION OF OLD HIGHWAY 27 AND STATE HIGHWAY 55, 0.8 MILES NORTH OF
 PL0110'WOLF CREEK, IN THE WOODED AREA, 116 FEET EAST OF THE CENTER OF OLD
 PL0110'HIGHWAY 27, 56 FEET NORTH OF THE CENTER OF GRAVEL T-ROAD, SET IN A
 PL0110'CONCRETE POST, 6 FEET NORTH WEST OF A WITNESS SIGN NAILED TO A TREE.
 PL0110
 PL0110                          STATION RECOVERY (2009)
 PL0110
 PL0110'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0110'FOUND GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0039 ***********************************************************************
 OK0039  DESIGNATION -  D 93
 OK0039  PID         -  OK0039
 OK0039  STATE/COUNTY-  MI/GLADWIN
 OK0039  COUNTRY     -  US
 OK0039  USGS QUAD   -  WOODEN SHOE VILLAGE (2017)
 OK0039
 OK0039                         *CURRENT SURVEY CONTROL
 OK0039  ______________________________________________________________________
 OK0039* NAD 83(1986) POSITION- 43 58 50.     (N) 084 22 00.     (W)   SCALED
 OK0039* NAVD 88 ORTHO HEIGHT -   221.361 (meters)      726.25  (feet) ADJUSTED
 OK0039  ______________________________________________________________________
 OK0039  GEOID HEIGHT    -        -34.572 (meters)                     GEOID18
 OK0039  DYNAMIC HEIGHT  -        221.323 (meters)      726.12  (feet) COMP
 OK0039  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 OK0039
 OK0039  VERT ORDER      -  SECOND    CLASS 0
 OK0039
 OK0039.The horizontal coordinates were scaled from a map and have
 OK0039.an estimated accuracy of +/- 6 seconds.
 OK0039
 OK0039.The orthometric height was determined by differential leveling and
 OK0039.adjusted by the NATIONAL GEODETIC SURVEY
 OK0039.in June 1991.
 OK0039
 OK0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0039.GEOID18 height accuracy estimate available here.
 OK0039
 OK0039.Click photographs - Photos may exist for this station.
 OK0039
 OK0039.The dynamic height is computed by dividing the NAVD 88
 OK0039.geopotential number by the normal gravity value computed on the
 OK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0039.degrees latitude (g = 980.6199 gals.).
 OK0039
 OK0039.The modeled gravity was interpolated from observed gravity values.
 OK0039
 OK0039;                    North         East    Units  Estimated Accuracy
 OK0039;SPC MI C     -    73,770.    6,000,000.      MT  (+/- 180 meters Scaled)
 OK0039
 OK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP111730(NAD 83)
 OK0039
 OK0039                          SUPERSEDED SURVEY CONTROL
 OK0039
 OK0039  NGVD 29 (??/??/92)  221.522  (m)          726.78   (f) ADJ UNCH    2 0
 OK0039
 OK0039.Superseded values are not recommended for survey control.
 OK0039
 OK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0039.See file dsdata.pdf to determine how the superseded data were derived.
 OK0039
 OK0039_MARKER: DB = BENCH MARK DISK
 OK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0039_STAMPING: D 93 1934
 OK0039_MARK LOGO: CGS
 OK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0039+STABILITY: SURFACE MOTION
 OK0039
 OK0039  HISTORY     - Date     Condition        Report By
 OK0039  HISTORY     - 1934     MONUMENTED       CGS
 OK0039  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0039
 OK0039                          STATION DESCRIPTION
 OK0039
 OK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0039'6 MI E FROM GLADWIN.
 OK0039'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0039'GLADWIN, GLADWIN COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 OK0039'30, 50 YARDS WEST OF LEOS PLACE, 75 FEET NORTH OF THE CENTERLINE
 OK0039'OF STATE HIGHWAY 61, 48 FEET WEST OF STATE HIGHWAY 30, AND 1.5
 OK0039'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED D 93
 OK0039'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0039
 OK0039                          STATION RECOVERY (1998)
 OK0039
 OK0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0427 ***********************************************************************
 OK0427  DESIGNATION -  D 94
 OK0427  PID         -  OK0427
 OK0427  STATE/COUNTY-  MI/LAKE
 OK0427  COUNTRY     -  US
 OK0427  USGS QUAD   -  TOWNSEND LAKE (2017)
 OK0427
 OK0427                         *CURRENT SURVEY CONTROL
 OK0427  ______________________________________________________________________
 OK0427* NAD 83(1986) POSITION- 43 54 27.     (N) 085 56 05.     (W)   SCALED
 OK0427* NAVD 88 ORTHO HEIGHT -   239.061 (meters)      784.32  (feet) ADJUSTED
 OK0427  ______________________________________________________________________
 OK0427  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 OK0427  DYNAMIC HEIGHT  -        239.020 (meters)      784.18  (feet) COMP
 OK0427  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 OK0427
 OK0427  VERT ORDER      -  FIRST     CLASS II
 OK0427
 OK0427.The horizontal coordinates were scaled from a map and have
 OK0427.an estimated accuracy of +/- 6 seconds.
 OK0427
 OK0427.The orthometric height was determined by differential leveling and
 OK0427.adjusted by the NATIONAL GEODETIC SURVEY
 OK0427.in June 1991.
 OK0427
 OK0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0427.GEOID18 height accuracy estimate available here.
 OK0427
 OK0427.Click photographs - Photos may exist for this station.
 OK0427
 OK0427.The dynamic height is computed by dividing the NAVD 88
 OK0427.geopotential number by the normal gravity value computed on the
 OK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0427.degrees latitude (g = 980.6199 gals.).
 OK0427
 OK0427.The modeled gravity was interpolated from observed gravity values.
 OK0427
 OK0427;                    North         East    Units  Estimated Accuracy
 OK0427;SPC MI C     -    66,870.    5,874,040.      MT  (+/- 180 meters Scaled)
 OK0427
 OK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP855621(NAD 83)
 OK0427
 OK0427                          SUPERSEDED SURVEY CONTROL
 OK0427
 OK0427  NGVD 29 (??/??/92)  239.160  (m)          784.64   (f) ADJ UNCH    1 2
 OK0427
 OK0427.Superseded values are not recommended for survey control.
 OK0427
 OK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0427.See file dsdata.pdf to determine how the superseded data were derived.
 OK0427
 OK0427_MARKER: DB = BENCH MARK DISK
 OK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0427_STAMPING: D 94 1934
 OK0427_MARK LOGO: CGS
 OK0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0427+STABILITY: SURFACE MOTION
 OK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0427+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1992
 OK0427
 OK0427  HISTORY     - Date     Condition        Report By
 OK0427  HISTORY     - 1934     MONUMENTED       CGS
 OK0427  HISTORY     - 1982     GOOD             USGS
 OK0427  HISTORY     - 19921110 GOOD             NGS
 OK0427  HISTORY     - 19990930 GOOD             USPSQD
 OK0427  HISTORY     - 20040424 GOOD             USPSQD
 OK0427
 OK0427                          STATION DESCRIPTION
 OK0427
 OK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0427'AT WINGLETON.
 OK0427'AT WINGLETON, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0427'4 FEET WEST OF THE WEST FACE OF THE STATION, AT A WOODS-ROAD
 OK0427'CROSSING, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 20 FEET
 OK0427'SOUTH OF THE SOUTH RAIL, 24 FEET NORTH OF TELEPHONE POLE 4187,
 OK0427'AND ABOUT 6 INCHES ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0427'STAMPED D 94 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0427'PROJECTING 6 INCHES ABOVE GROUND.
 OK0427
 OK0427                          STATION RECOVERY (1982)
 OK0427
 OK0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0427'AT WINGLETON, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 24
 OK0427'FEET SOUTH AND 18 FEET EAST OF TRAIL AT CENTERLINE OF CROSSING, 1
 OK0427'FOOT EAST OF 4 X 4 NATIONAL FOREST SERVICE WITNESS POST. A STANDARD
 OK0427'DISK, STAMPED 'D 94 1934' AND SET IN THE TOP OF A CONCRETE POST
 OK0427'PROJECTING 6 INCHES ABOVE GROUND.
 OK0427
 OK0427                          STATION RECOVERY (1992)
 OK0427
 OK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0427'7.0 KM (4.35 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0427'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 6.6 M (21.7 FT) SOUTHWEST OF
 OK0427'THE NEAR RAIL, 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A TRACK
 OK0427'ROAD, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE
 OK0427'LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OK0427'GROUND SURFACE.
 OK0427
 OK0427                          STATION RECOVERY (1999)
 OK0427
 OK0427'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0427'RECOVERED IN GOOD CONDITION.
 OK0427
 OK0427                          STATION RECOVERY (2004)
 OK0427
 OK0427'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0442 ***********************************************************************
 OK0442  DESIGNATION -  D 95
 OK0442  PID         -  OK0442
 OK0442  STATE/COUNTY-  MI/NEWAYGO
 OK0442  COUNTRY     -  US
 OK0442  USGS QUAD   -  MARLBOROUGH (2017)
 OK0442
 OK0442                         *CURRENT SURVEY CONTROL
 OK0442  ______________________________________________________________________
 OK0442* NAD 83(1986) POSITION- 43 46 15.     (N) 085 51 15.     (W)   SCALED
 OK0442* NAVD 88 ORTHO HEIGHT -   263.525 (meters)      864.58  (feet) ADJUSTED
 OK0442  ______________________________________________________________________
 OK0442  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 OK0442  DYNAMIC HEIGHT  -        263.477 (meters)      864.42  (feet) COMP
 OK0442  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 OK0442
 OK0442  VERT ORDER      -  SECOND    CLASS 0
 OK0442
 OK0442.The horizontal coordinates were scaled from a map and have
 OK0442.an estimated accuracy of +/- 6 seconds.
 OK0442
 OK0442.The orthometric height was determined by differential leveling and
 OK0442.adjusted by the NATIONAL GEODETIC SURVEY
 OK0442.in June 1991.
 OK0442
 OK0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0442.GEOID18 height accuracy estimate available here.
 OK0442
 OK0442.Click photographs - Photos may exist for this station.
 OK0442
 OK0442.The dynamic height is computed by dividing the NAVD 88
 OK0442.geopotential number by the normal gravity value computed on the
 OK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0442.degrees latitude (g = 980.6199 gals.).
 OK0442
 OK0442.The modeled gravity was interpolated from observed gravity values.
 OK0442
 OK0442;                    North         East    Units  Estimated Accuracy
 OK0442;SPC MI S     -   253,310.    3,880,240.      MT  (+/- 180 meters Scaled)
 OK0442
 OK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP922470(NAD 83)
 OK0442
 OK0442                          SUPERSEDED SURVEY CONTROL
 OK0442
 OK0442  NGVD 29 (??/??/92)  263.629  (m)          864.92   (f) ADJ UNCH    2 0
 OK0442
 OK0442.Superseded values are not recommended for survey control.
 OK0442
 OK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0442.See file dsdata.pdf to determine how the superseded data were derived.
 OK0442
 OK0442_MARKER: DB = BENCH MARK DISK
 OK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0442_STAMPING: D 95 1934
 OK0442_MARK LOGO: CGS
 OK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0442+STABILITY: SURFACE MOTION
 OK0442
 OK0442  HISTORY     - Date     Condition        Report By
 OK0442  HISTORY     - 1934     MONUMENTED       CGS
 OK0442  HISTORY     - 1982     GOOD             USGS
 OK0442  HISTORY     - 1984     GOOD             USPSQD
 OK0442  HISTORY     - 19960527 GOOD             USPSQD
 OK0442  HISTORY     - 20070908 GOOD             GEOCAC
 OK0442
 OK0442                          STATION DESCRIPTION
 OK0442
 OK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0442'1.6 MI N FROM BITELY.
 OK0442'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0442'STATION AT BITELY, NEWAYGO COUNTY,36 FEET WEST OF THE WEST RAIL,
 OK0442'27 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 37, 10 FEET
 OK0442'EAST OF A POLE, 6 FEET EAST OF A FENCE, AND LEVEL WITH THE TOP
 OK0442'OF THE RAIL.  A STANDARD DISK, STAMPED D 95 1934 AND SET IN
 OK0442'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0442
 OK0442                          STATION RECOVERY (1982)
 OK0442
 OK0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0442'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0442'STATION AT BITELY, NEWAYGO COUNTY, 27.5 FEET NORTH AND 40.5 FEET WEST
 OK0442'OF CENTER LINE OF ROAD CROSSING , 1 FOOT NORTH OF NATIONAL FOREST
 OK0442'SERVICE 4 X 4 WITNESS POST, A STANDARD DISK, STAMPED 'D 95 1934' AND
 OK0442'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES BOVE GROUND.
 OK0442
 OK0442                          STATION RECOVERY (1984)
 OK0442
 OK0442'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0442'BENCH MARK IS ON FOOT NORTH OF WOODEN WITNESS POST WITH WARNING. MICH
 OK0442'STATE HIGHWAY 37 HAS BEEN RE-ROUTED. THAT PORTION OF THAT HIGHWAY
 OK0442'REFERRED TO IN THE ORIGINAL DESCRIPTION IS NOW DESIGNATED AS 15 MILE
 OK0442'ROAD.
 OK0442
 OK0442                          STATION RECOVERY (1996)
 OK0442
 OK0442'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0442'RECOVERED IN GOOD CONDITION.
 OK0442
 OK0442                          STATION RECOVERY (2007)
 OK0442
 OK0442'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0398 ***********************************************************************
 OK0398  DESIGNATION -  D 96
 OK0398  PID         -  OK0398
 OK0398  STATE/COUNTY-  MI/NEWAYGO
 OK0398  COUNTRY     -  US
 OK0398  USGS QUAD   -  FREMONT (2017)
 OK0398
 OK0398                         *CURRENT SURVEY CONTROL
 OK0398  ______________________________________________________________________
 OK0398* NAD 83(1986) POSITION- 43 28 26.     (N) 085 55 13.     (W)   SCALED
 OK0398* NAVD 88 ORTHO HEIGHT -   266.513 (meters)      874.38  (feet) ADJUSTED
 OK0398  ______________________________________________________________________
 OK0398  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 OK0398  DYNAMIC HEIGHT  -        266.458 (meters)      874.20  (feet) COMP
 OK0398  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 OK0398
 OK0398  VERT ORDER      -  SECOND    CLASS 0
 OK0398
 OK0398.The horizontal coordinates were scaled from a map and have
 OK0398.an estimated accuracy of +/- 6 seconds.
 OK0398
 OK0398.The orthometric height was determined by differential leveling and
 OK0398.adjusted by the NATIONAL GEODETIC SURVEY
 OK0398.in June 1991.
 OK0398
 OK0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0398.GEOID18 height accuracy estimate available here.
 OK0398
 OK0398.Click photographs - Photos may exist for this station.
 OK0398
 OK0398.The dynamic height is computed by dividing the NAVD 88
 OK0398.geopotential number by the normal gravity value computed on the
 OK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0398.degrees latitude (g = 980.6199 gals.).
 OK0398
 OK0398.The modeled gravity was interpolated from observed gravity values.
 OK0398
 OK0398;                    North         East    Units  Estimated Accuracy
 OK0398;SPC MI S     -   220,420.    3,874,310.      MT  (+/- 180 meters Scaled)
 OK0398
 OK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP873140(NAD 83)
 OK0398
 OK0398                          SUPERSEDED SURVEY CONTROL
 OK0398
 OK0398  NGVD 29 (??/??/92)  266.624  (m)          874.75   (f) ADJ UNCH    2 0
 OK0398
 OK0398.Superseded values are not recommended for survey control.
 OK0398
 OK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0398.See file dsdata.pdf to determine how the superseded data were derived.
 OK0398
 OK0398_MARKER: DB = BENCH MARK DISK
 OK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0398_STAMPING: D 96 1934
 OK0398_MARK LOGO: CGS
 OK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0398+STABILITY: SURFACE MOTION
 OK0398
 OK0398  HISTORY     - Date     Condition        Report By
 OK0398  HISTORY     - 1934     MONUMENTED       CGS
 OK0398  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 OK0398  HISTORY     - 20180516 MARK NOT FOUND   MIDT
 OK0398
 OK0398                          STATION DESCRIPTION
 OK0398
 OK0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0398'1.8 MI E FROM FREMONT.
 OK0398'1.8 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0398'THE STATION AT FREMONT, NEWAYGO COUNTY,50 YARDS SOUTH OF A
 OK0398'SMALL FARMHOUSE, 36 FEET WEST OF THE CENTERLINE OF A ROAD,
 OK0398'44 FEET SOUTH OF THE SOUTH RAIL, AND 42.6 FEET EAST OF A 16-INCH
 OK0398'MAPLE TREE.  A STANDARD DISK, STAMPED D 96 1934 AND SET IN
 OK0398'THE TOP OF A CONCRETE POST.
 OK0398
 OK0398                          STATION RECOVERY (1981)
 OK0398
 OK0398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 OK0398'MARK NOT FOUND.
 OK0398
 OK0398                          STATION RECOVERY (2018)
 OK0398
 OK0398'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 OK0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0387 ***********************************************************************
 OK0387  DESIGNATION -  D 97
 OK0387  PID         -  OK0387
 OK0387  STATE/COUNTY-  MI/KENT
 OK0387  COUNTRY     -  US
 OK0387  USGS QUAD   -  SPARTA (2017)
 OK0387
 OK0387                         *CURRENT SURVEY CONTROL
 OK0387  ______________________________________________________________________
 OK0387* NAD 83(1986) POSITION- 43 09 37.     (N) 085 42 13.     (W)   SCALED
 OK0387* NAVD 88 ORTHO HEIGHT -   229.524 (meters)      753.03  (feet) ADJUSTED
 OK0387  ______________________________________________________________________
 OK0387  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 OK0387  DYNAMIC HEIGHT  -        229.468 (meters)      752.85  (feet) COMP
 OK0387  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OK0387
 OK0387  VERT ORDER      -  SECOND    CLASS 0
 OK0387
 OK0387.The horizontal coordinates were scaled from a map and have
 OK0387.an estimated accuracy of +/- 6 seconds.
 OK0387
 OK0387.The orthometric height was determined by differential leveling and
 OK0387.adjusted by the NATIONAL GEODETIC SURVEY
 OK0387.in June 1991.
 OK0387
 OK0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0387.GEOID18 height accuracy estimate available here.
 OK0387
 OK0387.Click photographs - Photos may exist for this station.
 OK0387
 OK0387.The dynamic height is computed by dividing the NAVD 88
 OK0387.geopotential number by the normal gravity value computed on the
 OK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0387.degrees latitude (g = 980.6199 gals.).
 OK0387
 OK0387.The modeled gravity was interpolated from observed gravity values.
 OK0387
 OK0387;                    North         East    Units  Estimated Accuracy
 OK0387;SPC MI S     -   185,280.    3,891,280.      MT  (+/- 180 meters Scaled)
 OK0387
 OK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053794(NAD 83)
 OK0387
 OK0387                          SUPERSEDED SURVEY CONTROL
 OK0387
 OK0387  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 OK0387
 OK0387.Superseded values are not recommended for survey control.
 OK0387
 OK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0387.See file dsdata.pdf to determine how the superseded data were derived.
 OK0387
 OK0387_MARKER: DB = BENCH MARK DISK
 OK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0387_STAMPING: D 97 1934
 OK0387_MARK LOGO: CGS
 OK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0387+STABILITY: SURFACE MOTION
 OK0387
 OK0387  HISTORY     - Date     Condition        Report By
 OK0387  HISTORY     - 1934     MONUMENTED       CGS
 OK0387  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0387
 OK0387                          STATION DESCRIPTION
 OK0387
 OK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0387'AT SPARTA.
 OK0387'AT SPARTA, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0387'38 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 130 FEET
 OK0387'SOUTH OF A PAVED-ROAD CROSSING, 43.6 FEET WEST OF THE CENTERLINE
 OK0387'OF A ROAD PARALLELING THE TRACK, 24.4 FEET EAST OF THE EAST
 OK0387'RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0387'A STANDARD DISK, STAMPED D 97 1934 AND SET IN THE TOP OF A
 OK0387'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0387
 OK0387                          STATION RECOVERY (1987)
 OK0387
 OK0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0686 ***********************************************************************
 NF0686  DESIGNATION -  D 98
 NF0686  PID         -  NF0686
 NF0686  STATE/COUNTY-  MI/ALLEGAN
 NF0686  COUNTRY     -  US
 NF0686  USGS QUAD   -  WAYLAND (2017)
 NF0686
 NF0686                         *CURRENT SURVEY CONTROL
 NF0686  ______________________________________________________________________
 NF0686* NAD 83(1986) POSITION- 42 39 07.3    (N) 085 39 09.0    (W)   HD_HELD2
 NF0686* NAVD 88 ORTHO HEIGHT -   226.526 (meters)      743.19  (feet) ADJUSTED
 NF0686  ______________________________________________________________________
 NF0686  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 NF0686  DYNAMIC HEIGHT  -        226.462 (meters)      742.98  (feet) COMP
 NF0686  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 NF0686
 NF0686  VERT ORDER      -  SECOND    CLASS 0
 NF0686
 NF0686.The horizontal coordinates were established by autonomous hand held GPS
 NF0686.observations and have an estimated accuracy of +/- 10 meters.
 NF0686
 NF0686.The orthometric height was determined by differential leveling and
 NF0686.adjusted by the NATIONAL GEODETIC SURVEY
 NF0686.in June 1991.
 NF0686
 NF0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0686.GEOID18 height accuracy estimate available here.
 NF0686
 NF0686.Click photographs - Photos may exist for this station.
 NF0686
 NF0686.The dynamic height is computed by dividing the NAVD 88
 NF0686.geopotential number by the normal gravity value computed on the
 NF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0686.degrees latitude (g = 980.6199 gals.).
 NF0686
 NF0686.The modeled gravity was interpolated from observed gravity values.
 NF0686
 NF0686;                    North         East    Units  Estimated Accuracy
 NF0686;SPC MI S     -   128,769.    3,894,575.      MT  (+/- 10 meters HH2 GPS)
 NF0686
 NF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1045123054(NAD 83)
 NF0686
 NF0686                          SUPERSEDED SURVEY CONTROL
 NF0686
 NF0686  NGVD 29 (??/??/92)  226.658  (m)          743.63   (f) ADJ UNCH    2 0
 NF0686
 NF0686.Superseded values are not recommended for survey control.
 NF0686
 NF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0686.See file dsdata.pdf to determine how the superseded data were derived.
 NF0686
 NF0686_MARKER: DB = BENCH MARK DISK
 NF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0686_STAMPING: 743.555 D 98 1934
 NF0686_MARK LOGO: CGS
 NF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0686+STABILITY: SURFACE MOTION
 NF0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0686+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 NF0686
 NF0686  HISTORY     - Date     Condition        Report By
 NF0686  HISTORY     - 1934     MONUMENTED       CGS
 NF0686  HISTORY     - 1948     GOOD             CGS
 NF0686  HISTORY     - 1983     GOOD             USPSQD
 NF0686  HISTORY     - 1987     GOOD             USPSQD
 NF0686  HISTORY     - 1989     GOOD             USPSQD
 NF0686  HISTORY     - 20070602 GOOD             GEOCAC
 NF0686  HISTORY     - 20240128 GOOD             SPALD
 NF0686  HISTORY     - 20250715 GOOD             MIDT
 NF0686
 NF0686                          STATION DESCRIPTION
 NF0686
 NF0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0686'1.5 MI N FROM BRADLEY.
 NF0686'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE MAIN ROAD
 NF0686'CROSSING AT BRADLEY, AT A PUBLIC EAST-WEST GRAVEL ROAD, 36.2 FEET
 NF0686'EAST OF THE EAST RAIL, 34 FEET SOUTH OF THE CENTER LINE OF THE
 NF0686'GRAVEL ROAD, 17 FEET NORTH OF A 48-INCH TWIN ELM TREE, 28.5 FEET
 NF0686'EAST-NORTHEAST OF THE EAST END OF A 20-INCH CAST IRON PIPE
 NF0686'CULVERT UNDER RAILROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NF0686'POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 NF0686'POST PROJECTING 4 INCHES.
 NF0686
 NF0686                          STATION RECOVERY (1983)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (1987)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (1989)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (2007)
 NF0686
 NF0686'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (2024)
 NF0686
 NF0686'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2024 (HK)
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (2025)
 NF0686
 NF0686'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NF0686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0314 ***********************************************************************
 OK0314  DESIGNATION -  D 99
 OK0314  PID         -  OK0314
 OK0314  STATE/COUNTY-  MI/MONTCALM
 OK0314  COUNTRY     -  US
 OK0314  USGS QUAD   -  GREENVILLE EAST (2017)
 OK0314
 OK0314                         *CURRENT SURVEY CONTROL
 OK0314  ______________________________________________________________________
 OK0314* NAD 83(1986) POSITION- 43 11 04.     (N) 085 09 04.     (W)   SCALED
 OK0314* NAVD 88 ORTHO HEIGHT -   263.981 (meters)      866.08  (feet) ADJUSTED
 OK0314  ______________________________________________________________________
 OK0314  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 OK0314  DYNAMIC HEIGHT  -        263.925 (meters)      865.89  (feet) COMP
 OK0314  MODELED GRAVITY -    980,400.4   (mgal)                       NAVD 88
 OK0314
 OK0314  VERT ORDER      -  SECOND    CLASS 0
 OK0314
 OK0314.The horizontal coordinates were scaled from a map and have
 OK0314.an estimated accuracy of +/- 6 seconds.
 OK0314
 OK0314.The orthometric height was determined by differential leveling and
 OK0314.adjusted by the NATIONAL GEODETIC SURVEY
 OK0314.in June 1991.
 OK0314
 OK0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0314.GEOID18 height accuracy estimate available here.
 OK0314
 OK0314.Click photographs - Photos may exist for this station.
 OK0314
 OK0314.The dynamic height is computed by dividing the NAVD 88
 OK0314.geopotential number by the normal gravity value computed on the
 OK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0314.degrees latitude (g = 980.6199 gals.).
 OK0314
 OK0314.The modeled gravity was interpolated from observed gravity values.
 OK0314
 OK0314;                    North         East    Units  Estimated Accuracy
 OK0314;SPC MI S     -   187,400.    3,936,230.      MT  (+/- 180 meters Scaled)
 OK0314
 OK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN502829(NAD 83)
 OK0314
 OK0314                          SUPERSEDED SURVEY CONTROL
 OK0314
 OK0314  NGVD 29 (??/??/92)  264.113  (m)          866.51   (f) ADJ UNCH    2 0
 OK0314
 OK0314.Superseded values are not recommended for survey control.
 OK0314
 OK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0314.See file dsdata.pdf to determine how the superseded data were derived.
 OK0314
 OK0314_MARKER: DB = BENCH MARK DISK
 OK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0314_STAMPING: D 99 1934
 OK0314_MARK LOGO: CGS
 OK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0314+STABILITY: SURFACE MOTION
 OK0314
 OK0314  HISTORY     - Date     Condition        Report By
 OK0314  HISTORY     - 1934     MONUMENTED       CGS
 OK0314  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0314  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0314  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0314
 OK0314                          STATION DESCRIPTION
 OK0314
 OK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0314'AT MILLERS.
 OK0314'AT MILLERS, 28 FEET EAST OF THE NORTHEAST CORNER OF THE GRAND
 OK0314'TRUNK RY. STATION, 42 FEET EAST OF THE NORTHWEST CORNER OF A
 OK0314'WOODEN WAREHOUSE, 23 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 OK0314'TRACK, AND ABOUT LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK,
 OK0314'STAMPED D 99 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0314'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OK0314
 OK0314                          STATION RECOVERY (1969)
 OK0314
 OK0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0314'MARK NOT FOUND.
 OK0314
 OK0314                          STATION RECOVERY (1994)
 OK0314
 OK0314'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0314'MARK NOT FOUND.
 OK0314
 OK0314                          STATION RECOVERY (2001)
 OK0314
 OK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8106 ***********************************************************************
 AA8106  CBN         -  This is a Cooperative Base Network Control Station.
 AA8106  PACS        -  This is a Primary Airport Control Station.
 AA8106  DESIGNATION -  D87 A
 AA8106  PID         -  AA8106
 AA8106  STATE/COUNTY-  MI/EMMET
 AA8106  COUNTRY     -  US
 AA8106  USGS QUAD   -  HARBOR SPRINGS (2017)
 AA8106
 AA8106                         *CURRENT SURVEY CONTROL
 AA8106  ______________________________________________________________________
 AA8106* NAD 83(2011) POSITION- 45 25 29.36966(N) 084 54 38.76730(W)   ADJUSTED
 AA8106* NAD 83(2011) ELLIP HT-   171.961 (meters)        (06/27/12)   ADJUSTED
 AA8106* NAD 83(2011) EPOCH   -  2010.00
 AA8106* NAVD 88 ORTHO HEIGHT -   207.15  (meters)      679.6   (feet) GPS OBS
 AA8106  ______________________________________________________________________
 AA8106  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AA8106  GEOID HEIGHT    -        -35.188 (meters)                     GEOID12B
 AA8106  GEOID HEIGHT    -        -35.168 (meters)                     GEOID18
 AA8106  NAD 83(2011) X  -    397,780.623 (meters)                     COMP
 AA8106  NAD 83(2011) Y  - -4,466,525.428 (meters)                     COMP
 AA8106  NAD 83(2011) Z  -  4,520,731.679 (meters)                     COMP
 AA8106  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 AA8106
 AA8106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8106  Standards:
 AA8106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8106  -------------------------------------------------------------------
 AA8106  NETWORK    1.07   2.49           0.51   0.32   1.27     -0.03472945
 AA8106  -------------------------------------------------------------------
 AA8106  Click here for local accuracies and other accuracy information.
 AA8106
 AA8106.This mark is at Harbor Springs Airport (D87)
 AA8106
 AA8106.The horizontal coordinates were established by GPS observations
 AA8106.and adjusted by the National Geodetic Survey in June 2012.
 AA8106
 AA8106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8106.been affixed to the stable North American tectonic plate. See 
 AA8106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8106
 AA8106.The horizontal coordinates are valid at the epoch date displayed above
 AA8106.which is a decimal equivalence of Year/Month/Day.
 AA8106
 AA8106.The orthometric height was determined by GPS observations and a
 AA8106.high-resolution geoid model.
 AA8106
 AA8106.GPS derived orthometric heights for airport stations designated as
 AA8106.PACS or SACS are published to 2 decimal places.  This maintains
 AA8106.centimeter relative accuracy between the PACS and SACS.  It does
 AA8106.not indicate centimeter accuracy relative to other marks which are
 AA8106.part of the published vertical control network.
 AA8106
 AA8106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8106.GEOID18 height accuracy estimate available here.
 AA8106
 AA8106.Click photographs - Photos may exist for this station.
 AA8106
 AA8106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8106
 AA8106.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8106
 AA8106.The ellipsoidal height was determined by GPS observations
 AA8106.and is referenced to NAD 83.
 AA8106
 AA8106. The following values were computed from the NAD 83(2011) position.
 AA8106
 AA8106;                    North         East     Units Scale Factor Converg.
 AA8106;SPC MI C     -   234,404.491 5,957,420.019   MT  0.99994799   -0 23 03.7
 AA8106;SPC MI C     -   769,043.61 19,545,341.27   iFT  0.99994799   -0 23 03.7
 AA8106;UTM  16      - 5,032,267.941   663,441.542   MT  0.99992845   +1 29 18.8
 AA8106
 AA8106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8106!SPC MI C     -   0.99997304  x   0.99994799  =   0.99992103
 AA8106!UTM  16      -   0.99997304  x   0.99992845  =   0.99990149
 AA8106
 AA8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6344132267(NAD 83)
 AA8106
 AA8106                          SUPERSEDED SURVEY CONTROL
 AA8106
 AA8106  NAD 83(2007)-  45 25 29.36991(N)    084 54 38.76824(W) AD(2002.00) 0
 AA8106  ELLIP H (02/10/07)  171.982  (m)                       GP(2002.00)    
 AA8106  ELLIP H (07/12/02)  171.984  (m)                       GP(       ) 4 2
 AA8106  NAD 83(1994)-  45 25 29.36993(N)    084 54 38.76867(W) AD(       ) B
 AA8106  ELLIP H (09/20/95)  172.001  (m)                       GP(       ) 1 2
 AA8106  NAVD 88 (09/20/95)  207.13   (m)  GEOID93  model used  GPS OBS        
 AA8106
 AA8106.Superseded values are not recommended for survey control.
 AA8106
 AA8106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8106.See file dsdata.pdf to determine how the superseded data were derived.
 AA8106
 AA8106_MARKER: F = FLANGE-ENCASED ROD
 AA8106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8106_STAMPING: D87 A 1994
 AA8106_MARK LOGO: NGS
 AA8106_PROJECTION: FLUSH
 AA8106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8106+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2023
 AA8106_ROD/PIPE-DEPTH: 7.6 meters
 AA8106_SLEEVE-DEPTH  : 1.2 meters
 AA8106
 AA8106  HISTORY     - Date     Condition        Report By
 AA8106  HISTORY     - 1994     MONUMENTED       NGS
 AA8106  HISTORY     - 20180627 GOOD             JMAY
 AA8106  HISTORY     - 20230701 GOOD             WILWRK
 AA8106
 AA8106                          STATION DESCRIPTION
 AA8106
 AA8106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8106'STATION IS LOCATED ABOUT 6 KM (3.70 MI) EAST OF HARBOR SPRINGS, 5 KM
 AA8106'(3.10 MI) NORTH OF BAY VIEW, AT THE HARBOR SPRINGS AIRPORT, ON THE
 AA8106'SOUTH SIDE OF THE RUNWAY, IN THE CENTER OF A 31 M (101.7 FT) DIAMETER
 AA8106'CONCRETE CIRCLE (OLD COMPASS ROSE) MARKED BY A 1.2 M (3.9 FT) WIDE
 AA8106'FLUSH CONCRETE BAND, IN THE SOUTHWEST 1/4 OF SECTION 15, T 35 N, R 5
 AA8106'W.  OWNERSHIP--CITY OF HARBOR SPRINGS, CITY HALL, HARBOR SPRINGS MI
 AA8106'49740.  AIRPORT MANAGER IS KELLEY ATKINS, PHONE 616-347-2812.  TO
 AA8106'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 31 AND STATE HIGHWAY 119,
 AA8106'JUST EAST OF BAY VIEW, GO NORTH ON HIGHWAY 119 FOR 4.25 KM (2.65 MI)
 AA8106'TO THE AIRPORT RUNWAY ON THE LEFT.  CONTINUE AHEAD, NORTH, THEN WEST,
 AA8106'ON HIGHWAY 119 FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AA8106'THE LEFT.  TURN LEFT, SOUTH, THEN EAST, ON ROAD FOR 0.51 KM (0.30 MI)
 AA8106'TO A GATE JUST PAST THE AIRPORT OFFICE.  PASS THROUGH GATE FOR 20 M,
 AA8106'(65.6 FT) THEN TURN SHARP LEFT, EASTERLY, ON TAXI FOR 0.07 KM (0.05
 AA8106'MI) TO THE END OF RUNWAY 28.  PASS AROUND RUNWAY END, THEN GO WEST
 AA8106'ALONGSIDE RUNWAY FOR 0.32 KM (0.20 MI) TO A RAMP LEADING SOUTH.
 AA8106'CONTINUE AHEAD FOR 0.15 KM (0.10 MI) TO THE STATION.  ACCESS COVER IS
 AA8106'FLUSH WITH THE GROUND.  STATION IS 146 M (479.0 FT) WEST OF THE RAMP
 AA8106'CENTER, 40.4 M (132.5 FT) SOUTH OF THE RUNWAY EDGE, 47.2 M (154.9 FT)
 AA8106'NORTHWEST OF THE WINDSOCK POLE, AND 7.6 M (24.9 FT) WEST OF THE
 AA8106'EXTENDED LINE OF THE THIRD SET OF RUNWAY LIGHTS WEST OF THE RAMP.
 AA8106'DESCRIBED BY G.R.  HEID.
 AA8106
 AA8106                          STATION RECOVERY (2018)
 AA8106
 AA8106'RECOVERY NOTE BY MAY & ASSOCIATES, INC. 2018 (JPM)
 AA8106'LOCATION RECOVERED AS DESCRIBED.  LID FOR LOGO CAP BROKEN/MISSING.
 AA8106
 AA8106                          STATION RECOVERY (2023)
 AA8106
 AA8106'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 AA8106'RECOVERED AS DESCRIBED.  MARK IS AT CENTER OF THE FORMER COMPASS ROSE
 AA8106'AS DESCRIBED IN THE 1994 RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1103 ***********************************************************************
 RJ1103  DESIGNATION -  DAGGETT
 RJ1103  PID         -  RJ1103
 RJ1103  STATE/COUNTY-  MI/MACKINAC
 RJ1103  COUNTRY     -  US
 RJ1103  USGS QUAD   -  PONTCHARTRAIN SHORES (2017)
 RJ1103
 RJ1103                         *CURRENT SURVEY CONTROL
 RJ1103  ______________________________________________________________________
 RJ1103* NAD 83(1994) POSITION- 46 05 54.63588(N) 084 31 57.03686(W)   ADJUSTED
 RJ1103* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 RJ1103  ______________________________________________________________________
 RJ1103  GEOID HEIGHT    -        -35.937 (meters)                     GEOID18
 RJ1103  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 RJ1103  HORZ ORDER      -  SECOND
 RJ1103
 RJ1103.The horizontal coordinates were established by classical geodetic methods
 RJ1103.and adjusted by the National Geodetic Survey in February 1997.
 RJ1103
 RJ1103.The orthometric height was scaled from a topographic map.
 RJ1103
 RJ1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1103.GEOID18 height accuracy estimate available here.
 RJ1103
 RJ1103.Click photographs - Photos may exist for this station.
 RJ1103
 RJ1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1103
 RJ1103. The following values were computed from the NAD 83(1994) position.
 RJ1103
 RJ1103;                    North         East     Units Scale Factor Converg.
 RJ1103;SPC MI N     -   149,142.999 8,190,752.071   MT  0.99990813   +1 47 00.5
 RJ1103;SPC MI N     -   489,314.30 26,872,546.16   iFT  0.99990813   +1 47 00.5
 RJ1103;UTM  16      - 5,107,952.706   690,721.903   MT  1.00004718   +1 46 42.4
 RJ1103
 RJ1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1103!SPC MI N     -   0.99996080  x   0.99990813  =   0.99986893
 RJ1103!UTM  16      -   0.99996080  x   1.00004718  =   1.00000798
 RJ1103
 RJ1103:                Primary Azimuth Mark                     Grid Az
 RJ1103:SPC MI N     -  RABBIT BACK RESET                        215 01 29.4
 RJ1103:UTM  16      -  RABBIT BACK RESET                        215 01 47.5
 RJ1103
 RJ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9072107952(NAD 83)
 RJ1103
 RJ1103|---------------------------------------------------------------------|
 RJ1103| PID    Reference Object                     Distance      Geod. Az  |
 RJ1103|                                                           dddmmss.s |
 RJ1103| RJ1104 DAGGETT LOOKOUT TOWER                49.644 METERS 05032     |
 RJ1103| CH1037 DAGGETT RM 1                         50.291 METERS 06845     |
 RJ1103| CH1038 DAGGETT RM 2                         30.583 METERS 14031     |
 RJ1103| QK0742 RABBIT BACK RESET                   APPROX.24.5 KM 2164829.9 |
 RJ1103| QK0774 MORAN MICROWAVE TOWER               APPROX.23.1 KM 2311836.4 |
 RJ1103|---------------------------------------------------------------------|
 RJ1103
 RJ1103                          SUPERSEDED SURVEY CONTROL
 RJ1103
 RJ1103  NAD 83(1986)-  46 05 54.62834(N)    084 31 57.03480(W) AD(       ) 2
 RJ1103  NAD 27      -  46 05 54.56552(N)    084 31 56.88512(W) AD(       ) 2
 RJ1103
 RJ1103.Superseded values are not recommended for survey control.
 RJ1103
 RJ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1103.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1103
 RJ1103_MARKER: DS = TRIANGULATION STATION DISK
 RJ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1103_STAMPING: DAGGETT 1965
 RJ1103_MARK LOGO: CGS
 RJ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1103+STABILITY: SURFACE MOTION
 RJ1103
 RJ1103  HISTORY     - Date     Condition        Report By
 RJ1103  HISTORY     - 1965     MONUMENTED       CGS
 RJ1103  HISTORY     - 19950712 GOOD             USPSQD
 RJ1103
 RJ1103                          STATION DESCRIPTION
 RJ1103
 RJ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1103'STATION IS NEAR THE SITE OF THE DAGGETT LOOKOUT TOWER ABOUT 8-3/4
 RJ1103'MILES SOUTH-SOUTHEAST OF RUDYARD, 12 MILES SOUTHEAST OF FIBRE AND ON
 RJ1103'U.S. GOVERNMENT PROPERTY.
 RJ1103'
 RJ1103'TO REACH FROM THE POST OFFICE IN RUDYARD GO EAST ON MAIN STREET FOR
 RJ1103'0.4 MILE TO A CROSSROAD (MACKINAC TRAIL AND STATE HIGHWAY 48).  TURN
 RJ1103'RIGHT AND GO SOUTH ON MACKINAC TRAIL AND HIGHWAY 48 FOR 3.0 MILES TO
 RJ1103'WHERE HIGHWAY 48 TURNS LEFT (EAST).  TURN LEFT AND GO EAST ON HIGHWAY
 RJ1103'48 FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A
 RJ1103'GRAVELED ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT. CONTINUE SOUTHERLY ON
 RJ1103'THE GRAVELED ROAD FOR 2.8 MILES TO A T-ROAD.  TURN LEFT AND GO
 RJ1103'EASTERLY ON A GRAVELED ROAD FOR 3.0 MILES TO A TRACK ROAD LEFT AND A
 RJ1103'SIGN DAGGETT TOWER.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.2
 RJ1103'MILE TO THE LOOKOUT TOWER AND THE STATION.
 RJ1103'
 RJ1103'STATION MARKS ARE STANDARD DISKS STAMPED DAGGETT 1965.  THE SURFACE
 RJ1103'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RJ1103'IS 6 FEET SOUTH OF A METAL WITNESS POST, 15 FEET SOUTH OF THE
 RJ1103'SOUTHWEST CORNER OF AN OLD CONCRETE FOUNDATION, 57 FEET WEST OF A
 RJ1103'WATER PUMP AND 146 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RJ1103'TOWER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1103'48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1103'
 RJ1103'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAGGETT NO 1 1965, IS
 RJ1103'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2.5
 RJ1103'FEET SOUTH OF A METAL WITNESS POST, 29 FEET EAST OF THE CENTER OF THE
 RJ1103'TRACK ROAD AND 35 FEET SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT
 RJ1103'TOWER.
 RJ1103'
 RJ1103'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAGGETT NO 2 1965, IS
 RJ1103'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 1.5
 RJ1103'FEET EAST OF A METAL WITNESS POST, 7 FEET SOUTHWEST OF A 15 INCH ELM
 RJ1103'TREE AND 10 FEET SOUTH OF A LARGE BOULDER.
 RJ1103'
 RJ1103'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 RJ1103'
 RJ1103'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 RJ1103
 RJ1103                          STATION RECOVERY (1995)
 RJ1103
 RJ1103'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0578 ***********************************************************************
 OL0578  DESIGNATION -  DAKE
 OL0578  PID         -  OL0578
 OL0578  STATE/COUNTY-  MI/MUSKEGON
 OL0578  COUNTRY     -  US
 OL0578  USGS QUAD   -  MICHILLINDA (2017)
 OL0578
 OL0578                         *CURRENT SURVEY CONTROL
 OL0578  ______________________________________________________________________
 OL0578* NAD 83(1994) POSITION- 43 19 50.43495(N) 086 24 02.49956(W)   ADJUSTED
 OL0578* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 OL0578  ______________________________________________________________________
 OL0578  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 OL0578  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 OL0578  HORZ ORDER      -  FIRST
 OL0578
 OL0578.The horizontal coordinates were established by classical geodetic methods
 OL0578.and adjusted by the National Geodetic Survey in February 1997.
 OL0578
 OL0578.The orthometric height was scaled from a topographic map.
 OL0578
 OL0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0578.GEOID18 height accuracy estimate available here.
 OL0578
 OL0578.Click photographs - Photos may exist for this station.
 OL0578
 OL0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0578
 OL0578. The following values were computed from the NAD 83(1994) position.
 OL0578
 OL0578;                    North         East     Units Scale Factor Converg.
 OL0578;SPC MI S     -   205,342.910 3,835,062.032   MT  0.99993709   -1 23 03.2
 OL0578;SPC MI S     -   673,697.21 12,582,224.51   iFT  0.99993709   -1 23 03.2
 OL0578;UTM  16      - 4,797,711.279   548,585.701   MT  0.99962904   +0 24 40.5
 OL0578
 OL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0578!SPC MI S     -   0.99996994  x   0.99993709  =   0.99990703
 OL0578!UTM  16      -   0.99996994  x   0.99962904  =   0.99959899
 OL0578
 OL0578:                Primary Azimuth Mark                     Grid Az
 OL0578:SPC MI S     -  MONTAGUE                                 341 21 57.7
 OL0578:UTM  16      -  MONTAGUE                                 339 34 14.0
 OL0578
 OL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN4858597711(NAD 83)
 OL0578
 OL0578|---------------------------------------------------------------------|
 OL0578| PID    Reference Object                     Distance      Geod. Az  |
 OL0578|                                                           dddmmss.s |
 OL0578| OL0572 WHITEHALL OTTAWA LEA CO STACK       APPROX. 8.7 KM 0263447.4 |
 OL0578| OL0573 WHITEHALL MUNICIPAL STANDPIPE       APPROX. 9.9 KM 0321748.2 |
 OL0578| OL0560 MUSKEGON CTHSE TIP OF SPIRE         APPROX.16.6 KM 1295026.8 |
 OL0578| OL0559 MUSKEGON PISTON CO TALL STACK       APPROX.17.9 KM 1353457.6 |
 OL0578| OL0564 MUSKEGON BRUNSWICK RADIO STK        APPROX.16.9 KM 1360827.6 |
 OL0578| OL0557 MUSKEGON BENNET PUMP CO TANK        APPROX.19.7 KM 1363152.7 |
 OL0578| OL0558 MUSKEGON MUNICIPAL STANDPIPE        APPROX.18.7 KM 1383235.5 |
 OL0578| OL0563 MUSKEGON CAMPBELL WYANT TANK        APPROX.17.9 KM 1422103.4 |
 OL0578| CH0963 DAKE AZ MK                                         1481921.1 |
 OL0578| OL0565 MUSKEGON CEN PAPER CO TALL STK      APPROX.15.1 KM 1484727.6 |
 OL0578| OL0569 MUSKEGON PIERHEAD R RNG LT          APPROX.12.5 KM 1572023.4 |
 OL0578| OL0568 MUSKEGON BREAKWATER F RNG LT        APPROX.12.6 KM 1594520.4 |
 OL0578| OL0567 MUSKEGON N BREAKWATER LIGHT         APPROX.12.4 KM 1595425.8 |
 OL0578| OL0576 WHITE RIVER PIERHEAD LIGHT          APPROX. 5.4 KM 3342959.2 |
 OL0578| OL0579 MONTAGUE                            APPROX. 7.5 KM 3395854.5 |
 OL0578|---------------------------------------------------------------------|
 OL0578
 OL0578                          SUPERSEDED SURVEY CONTROL
 OL0578
 OL0578  NAD 83(1986)-  43 19 50.43871(N)    086 24 02.51057(W) AD(       ) 1
 OL0578  NAD 27      -  43 19 50.40200(N)    086 24 02.27000(W) AD(       ) 1
 OL0578
 OL0578.Superseded values are not recommended for survey control.
 OL0578
 OL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0578.See file dsdata.pdf to determine how the superseded data were derived.
 OL0578
 OL0578_MARKER: DS = TRIANGULATION STATION DISK
 OL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0578_STAMPING: DAKE 1932
 OL0578_MARK LOGO: CGS
 OL0578_PROJECTION: FLUSH
 OL0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0578+STABILITY: SURFACE MOTION
 OL0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0578+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 OL0578
 OL0578  HISTORY     - Date     Condition        Report By
 OL0578  HISTORY     - 1932     MONUMENTED       CGS
 OL0578  HISTORY     - 1932     GOOD             CGS
 OL0578  HISTORY     - 1965     GOOD             USLS
 OL0578  HISTORY     - 1980     GOOD             MIDH
 OL0578  HISTORY     - 19910513 GOOD             NOS
 OL0578
 OL0578                          STATION DESCRIPTION
 OL0578
 OL0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0578'ABOUT 10 MILES NORTHWEST OF MUSKEGON, ABOUT 6 MILES SOUTHWEST OF
 OL0578'WHITEHALL, ON HIGH SAND DUNE AT SOUTH END OF GROUP OF DUNES LYING WEST
 OL0578'OF DUCK LAKE, ON LAND OWNED BY E. B. DAKE OF MUSKEGON, AND AT NORTH
 OL0578'END OF NARROW RIDGE ON HIGHEST PART OF DUNE.
 OL0578'
 OL0578'TO REACH FROM MUSKEGON, FOLLOW U.S. ROUTE 31 NORTH 3.3 MILES TO
 OL0578'JUNCTION WITH SCENIC DRIVE IN NORTH MUSKEGON, TURN LEFT ONTO SCENIC
 OL0578'DRIVE, CONTINUE WEST AND NORTH 12.0 MILES TO FOOT OF DUNE EAST OF
 OL0578'STATION, AND CLUMB ABOUT 100 YARDS TO TOP OF DUNE AND STATION SITE.
 OL0578'FOOT OF DUNE IS AT SUMMIT OF GRADE AFTER CROSSING MUSKRAT LAKE AND
 OL0578'OPPOSITE APPLE ORCHARD ON EAST SIDE OF ROAD.  THERE IS TRIANGULAR
 OL0578'BLAZE ON 6-INCH TREE WEST OF ROAD.  DUNE IS VERY STEEP, AND SLOPES AND
 OL0578'TOP ARE HEAVILY WOODED.
 OL0578'
 OL0578'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 OL0578'NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH GROUND.  REFERENCE AND
 OL0578'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OL0578'
 OL0578'NO. 1 PROJECTS 6 INCHES, IS AT TOP OF GRADE, 5 FEET EAST OF TELEPHONE
 OL0578'POLE, 0.85 FOOT WEST OF FENCE LINE, 29.4 FEET EAST OF CENTER LINE OF
 OL0578'HIGHWAY, 15 FEET SOUTH OF SIGNBOARD (IDLEWOOD HOTEL)  AND 104.901
 OL0578'METERS (344.16 FEET) FROM STATION IN AZIMUTH 219 DEG 00 MIN 33 SEC.
 OL0578'
 OL0578'AZIMUTH MARK IS FLUSH WITH SURFACE, ON RIGHT-OF-WAY OF HIGHWAY, ABOUT
 OL0578'100 FEET NORTH OF FOOT OF HILL, ON FILL ABOVE MUSKRAT LAKE, 14 FEET
 OL0578'EAST OF CENTER LINE OF HIGHWAY, 2 FEET WEST OF WHITE GUARD RAIL, AND
 OL0578'194.351 METERS (637.63 FEET) FROM STATION IN AZIMUTH 328 DEG 19 MIN 28
 OL0578'SEC.
 OL0578
 OL0578                          STATION RECOVERY (1932)
 OL0578
 OL0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0578'RECOVERED IN GOOD CONDITION.
 OL0578
 OL0578                          STATION RECOVERY (1965)
 OL0578
 OL0578'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0578'THE STATION MARK, REFERENCE MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 OL0578'CONDITION.
 OL0578'
 OL0578'THE STATION IS 2.12 FEET SOUTHEAST OF BLAZED 10 INCH OAK TREE, 17.5
 OL0578'FT. EAST OF BLAZED 6 INCH MAPLE TREE, SURFACE MARK BEING A STANDARD
 OL0578'BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 OL0578'THE GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET
 OL0578'IN BLOCK OF CONCRETE 3 FT. BELOW THE GROUND.
 OL0578'
 OL0578'TO REACH THE STATION FROM WHITEHALL AT INTERSECTION OF WEST MAIN AND
 OL0578'SOUTH LAKE STREETS GO 2.2 MI.  SOUTH ON SOUTH LAKE ST. TO SCENIC
 OL0578'DRIVE, GO WEST 2.05 MILES IN SCENIC DRIVE TO AN INTERSECTION, PROCEED
 OL0578'SOUTH SOUTHEAST 1.4 MILE TO DUCK LAKE BRIDGE, CONTINUE 1.15 MILE ALONG
 OL0578'SCENIC DRIVE TO BASE OF DUNE ON WEST SIDE OF ROAD, CLIMB STEEP SLOPE
 OL0578'TO TOP OF DUNE AND VICINITY OF STATION.  TAKING FIRST DIRT ROADWAY
 OL0578'NORTH OF THE STATION, BEAR LEFT ALWAYS TO END OF ROAD, IN A SMALL
 OL0578'CLEARING.  WALK UP TO TOP OF RIDGE AT ITS SOUTHERLY END AND VICINITY
 OL0578'OF STATION.
 OL0578'
 OL0578'REFERENCE MARK NO 1 IS 344 FEET NORTH EASTERLY OF STATION, 29 FEET
 OL0578'EAST OF CENTERLINE SCENIC DRIVE, 5 FEET E OF UTILITY POLE, BEING A
 OL0578'STANDARD BRONZE DISC SET IN TOP 10 INCH SQUARE MONUMENT 2 INCH ABOVE
 OL0578'THE GROUND.
 OL0578'
 OL0578'THE AZIMUTH MARK IS ABOUT 637 FEET SE OF STATION, 186 FEET S OF MOST
 OL0578'NORTHERLY GUARD RAIL POST ON FILL ABOVE MUSKRAT LAKE ON E SIDE OF
 OL0578'SCENIC DRIVE, 83 FEET NORTH NORTHEAST OF S END OF GUARD RAIL POST ON
 OL0578'FILL ABOVE MUSKRAT LAKE ON WEST SIDE OF SCENIC DRIVE, 36 FEET N NW OF
 OL0578'4 INCH MAPLE TREE, 41 FEET N NW OF UTILITY POLE, 14 FEET E OF
 OL0578'CENTERLINE SCENIC DRIVE, 3 FEET W OF GUARD RAIL, BEING A STANDARD
 OL0578'BRONZE DISC SET IN TOP 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 OL0578'GROUND SURFACE.
 OL0578
 OL0578                          STATION RECOVERY (1980)
 OL0578
 OL0578'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0578'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  METAL
 OL0578'WITNESS POSTS WERE PLACED NEAR THESE MONUMENTS.
 OL0578'
 OL0578'THE AZIMUTH MARK WAS FOUND AND HAS BEEN DISTURBED.  IT IS TILTED
 OL0578'NORTHERLY PROBABLY DUE TO BEING HIT BY ROAD GRADING EQUIPMENT.
 OL0578'
 OL0578'PROPERTY OWNER PERMISSION SHOULD BE OBTAIN TO GET ACCESS TO THE
 OL0578'STATION SITE.
 OL0578
 OL0578                          STATION RECOVERY (1991)
 OL0578
 OL0578'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0578'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION.  IT IS
 OL0578'IN THICK WOODS, AND IS NOT SUITABLE FOR GPS.  NO MEASUREMENTS WERE
 OL0578'MADE.  DESCRIBED BY PBW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0557 ***********************************************************************
 QL0557  DESIGNATION -  DAM
 QL0557  PID         -  QL0557
 QL0557  STATE/COUNTY-  MI/MENOMINEE
 QL0557  COUNTRY     -  US
 QL0557  USGS QUAD   -  VEGA (2017)
 QL0557
 QL0557                         *CURRENT SURVEY CONTROL
 QL0557  ______________________________________________________________________
 QL0557* NAD 83(1994) POSITION- 45 48 24.60534(N) 087 33 56.34038(W)   ADJUSTED
 QL0557* NAVD 88 ORTHO HEIGHT -   304.    (meters)      997.    (feet) SCALED
 QL0557  ______________________________________________________________________
 QL0557  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 QL0557  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 QL0557  HORZ ORDER      -  THIRD
 QL0557
 QL0557.The horizontal coordinates were established by classical geodetic methods
 QL0557.and adjusted by the National Geodetic Survey in February 1997.
 QL0557
 QL0557.The orthometric height was scaled from a topographic map.
 QL0557
 QL0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0557.GEOID18 height accuracy estimate available here.
 QL0557
 QL0557.Click photographs - Photos may exist for this station.
 QL0557
 QL0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0557
 QL0557. The following values were computed from the NAD 83(1994) position.
 QL0557
 QL0557;                    North         East     Units Scale Factor Converg.
 QL0557;SPC MI N     -   113,913.568 7,956,033.773   MT  0.99993749   -0 24 31.8
 QL0557;SPC MI N     -   373,732.18 26,102,473.01   iFT  0.99993749   -0 24 31.8
 QL0557;UTM  16      - 5,072,741.438   456,048.258   MT  0.99962375   -0 24 20.1
 QL0557
 QL0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0557!SPC MI N     -   0.99995783  x   0.99993749  =   0.99989532
 QL0557!UTM  16      -   0.99995783  x   0.99962375  =   0.99958160
 QL0557
 QL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5604872741(NAD 83)
 QL0557
 QL0557|---------------------------------------------------------------------|
 QL0557| PID    Reference Object                     Distance      Geod. Az  |
 QL0557|                                                           dddmmss.s |
 QL0557| CJ4482 DAM RM 1                             20.218 METERS 08558     |
 QL0557| CJ4483 DAM RM 2                             22.074 METERS 20941     |
 QL0557|---------------------------------------------------------------------|
 QL0557
 QL0557                          SUPERSEDED SURVEY CONTROL
 QL0557
 QL0557  NAD 83(1986)-  45 48 24.60397(N)    087 33 56.33802(W) AD(       ) 3
 QL0557  NAD 27      -  45 48 24.74300(N)    087 33 55.86800(W) AD(       ) 3
 QL0557
 QL0557.Superseded values are not recommended for survey control.
 QL0557
 QL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0557.See file dsdata.pdf to determine how the superseded data were derived.
 QL0557
 QL0557_MARKER: DS = TRIANGULATION STATION DISK
 QL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0557_STAMPING: DAM 1954
 QL0557_MARK LOGO: CGS
 QL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0557+STABILITY: SURFACE MOTION
 QL0557
 QL0557  HISTORY     - Date     Condition        Report By
 QL0557  HISTORY     - 1954     MONUMENTED       CGS
 QL0557
 QL0557                          STATION DESCRIPTION
 QL0557
 QL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0557'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF POWERS AND 6
 QL0557'1/2 MILES NORTH OF HERMANSVILLE.  IT IS 42 FEET SOUTH OF A 14 INCH ELM
 QL0557'TREE WITH A TRIANGLE BLAZE, 33 FEET SOUTHEAST OF A 10 INCH ASH TREE, 4
 QL0557'FEET NORTH OF A WITNESS POST AND 21 FEET EAST OF THE APPROXIMATE
 QL0557'CENTER OF A WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QL0557'STAMPED DAM 1954.
 QL0557'
 QL0557'REFERENCE MARK NO 1 IS EAST OF THE STATION.  THE MARK PROJECTS 8
 QL0557'INCHES AND THE DISK IS STAMPED DAM NO 1 1954.
 QL0557'
 QL0557'REFERENCE MARK NO 2 IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 QL0557'WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAM NO
 QL0557'2 1954.
 QL0557'
 QL0557'NO AZIMUTH MARK WAS SET DUE TO A WOODED AREA.
 QL0557'
 QL0557'TO REACH FROM THE POST OFFICE IN HERMANSVILLE, GO NORTHWEST FOR 1.0
 QL0557'MILE TO THE JUNCTION OF U S HIGHWAY 2, TURN LEFT (WEST) ON U S HIGHWAY
 QL0557'2 FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (NORTH) ON A BLACK
 QL0557'TOP ROAD FOR 1.0 MILE TO A FORKS, KEEP RIGHT FORK NORTH FOR 1.05 MILES
 QL0557'TO THE END OF THE BLACK TOP ROAD.  HERE CONTINUE NORTH ON A GRADED
 QL0557'ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (EAST) AND FOLLOW
 QL0557'A TRACK WOODS ROAD FOR 2.55 MILES TO A WOODEN BRIDGE, CONTINUE EAST
 QL0557'ACROSS THE BRIDGE FOR 0.1 MILE TO A FORKS.  HERE TAKE LEFT FORK NORTH
 QL0557'ON A DIM TRACK ROAD FOR 0.4 MILE TO A TRIANGLE BLAZED TREE ON THE
 QL0557'RIGHT, TURN RIGHT EAST ON A DIM TRACK ROAD FOR 0.1 MILE AND THE
 QL0557'STATION AS DESCRIBED.
 QL0557'
 QL0557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1636 ***********************************************************************
 NF1636  DESIGNATION -  DAN
 NF1636  PID         -  NF1636
 NF1636  STATE/COUNTY-  MI/ALLEGAN
 NF1636  COUNTRY     -  US
 NF1636  USGS QUAD   -  MERSON (2017)
 NF1636
 NF1636                         *CURRENT SURVEY CONTROL
 NF1636  ______________________________________________________________________
 NF1636* NAD 83(2011) POSITION- 42 27 08.72499(N) 085 45 42.39274(W)   ADJUSTED
 NF1636* NAD 83(2011) ELLIP HT-   254.567 (meters)        (06/27/12)   ADJUSTED
 NF1636* NAD 83(2011) EPOCH   -  2010.00
 NF1636* NAVD 88 ORTHO HEIGHT -   287.6   (meters)      944.    (feet) GPS OBS
 NF1636  ______________________________________________________________________
 NF1636  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1636  GEOID HEIGHT    -        -32.867 (meters)                     GEOID93
 NF1636  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 NF1636  NAD 83(2011) X  -    348,337.857 (meters)                     COMP
 NF1636  NAD 83(2011) Y  - -4,700,523.777 (meters)                     COMP
 NF1636  NAD 83(2011) Z  -  4,282,988.633 (meters)                     COMP
 NF1636  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 NF1636
 NF1636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1636  Standards:
 NF1636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1636  -------------------------------------------------------------------
 NF1636  NETWORK    1.11   1.74           0.50   0.39   0.89      0.05342503
 NF1636  -------------------------------------------------------------------
 NF1636  Click here for local accuracies and other accuracy information.
 NF1636
 NF1636.The horizontal coordinates were established by GPS observations
 NF1636.and adjusted by the National Geodetic Survey in June 2012.
 NF1636
 NF1636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1636.been affixed to the stable North American tectonic plate. See 
 NF1636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1636
 NF1636.The horizontal coordinates are valid at the epoch date displayed above
 NF1636.which is a decimal equivalence of Year/Month/Day.
 NF1636
 NF1636.The orthometric height was determined by GPS observations and a
 NF1636.high-resolution geoid model.
 NF1636
 NF1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1636.GEOID18 height accuracy estimate available here.
 NF1636
 NF1636.Click photographs - Photos may exist for this station.
 NF1636
 NF1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1636
 NF1636.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1636
 NF1636.The ellipsoidal height was determined by GPS observations
 NF1636.and is referenced to NAD 83.
 NF1636
 NF1636. The following values were computed from the NAD 83(2011) position.
 NF1636
 NF1636;                    North         East     Units Scale Factor Converg.
 NF1636;SPC MI S     -   106,743.674 3,885,249.200   MT  0.99993521   -0 56 57.9
 NF1636;SPC MI S     -   350,208.90 12,746,880.58   iFT  0.99993521   -0 56 57.9
 NF1636;UTM  16      - 4,700,752.957   601,817.911   MT  0.99972755   +0 50 09.0
 NF1636
 NF1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1636!SPC MI S     -   0.99996008  x   0.99993521  =   0.99989529
 NF1636!UTM  16      -   0.99996008  x   0.99972755  =   0.99968764
 NF1636
 NF1636:                Primary Azimuth Mark                     Grid Az
 NF1636:SPC MI S     -  DAN AZ MK                                029 40 02.7
 NF1636:UTM  16      -  DAN AZ MK                                027 52 55.8
 NF1636
 NF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0181700752(NAD 83)
 NF1636
 NF1636|---------------------------------------------------------------------|
 NF1636| PID    Reference Object                     Distance      Geod. Az  |
 NF1636|                                                           dddmmss.s |
 NF1636| CH0964 DAN AZ MK                                          0284304.8 |
 NF1636| NF1631 OTSEGO MEAD CORP TANK               APPROX. 4.7 KM 0733547.7 |
 NF1636| NF1632 OTSEGO MUN TANK                     APPROX. 5.6 KM 0793311.1 |
 NF1636| CH0965 DAN RM 1                             23.782 METERS 08800     |
 NF1636| NF1639 BERLAMONT WISC MICH PIPE MAST       APPROX.19.6 KM 2682121.6 |
 NF1636| CH0966 DAN RM 2                             22.759 METERS 33108     |
 NF1636|---------------------------------------------------------------------|
 NF1636
 NF1636                          SUPERSEDED SURVEY CONTROL
 NF1636
 NF1636  NAD 83(2007)-  42 27 08.72518(N)    085 45 42.39342(W) AD(2002.00) 0
 NF1636  ELLIP H (02/10/07)  254.588  (m)                       GP(2002.00)    
 NF1636  ELLIP H (07/12/02)  254.622  (m)                       GP(       ) 4 2
 NF1636  NAD 83(1994)-  42 27 08.72496(N)    085 45 42.39356(W) AD(       ) 1
 NF1636  ELLIP H (09/20/95)  254.633  (m)                       GP(       ) 1 2
 NF1636  NAD 83(1991)-  42 27 08.72563(N)    085 45 42.40574(W) AD(       ) 1
 NF1636  NAD 83(1986)-  42 27 08.72631(N)    085 45 42.40923(W) AD(       ) 1
 NF1636  NAD 27      -  42 27 08.60234(N)    085 45 42.33827(W) AD(       ) 1
 NF1636  NAVD 88 (12/16/94)  287.7    (m)  GEOID93  model used  GPS OBS        
 NF1636  NAVD 88 (09/30/91)  287.5    (m)  UNKNOWN  model used  GPS OBS        
 NF1636  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 NF1636
 NF1636.Superseded values are not recommended for survey control.
 NF1636
 NF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1636.See file dsdata.pdf to determine how the superseded data were derived.
 NF1636
 NF1636_MARKER: DS = TRIANGULATION STATION DISK
 NF1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1636_STAMPING: DAN 1969
 NF1636_MARK LOGO: CGS
 NF1636_PROJECTION: RECESSED 3 CENTIMETERS
 NF1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1636+STABILITY: SURFACE MOTION
 NF1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1636+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1636
 NF1636  HISTORY     - Date     Condition        Report By
 NF1636  HISTORY     - 1969     MONUMENTED       CGS
 NF1636  HISTORY     - 1969     GOOD             CGS
 NF1636  HISTORY     - 1980     GOOD             MIDH
 NF1636  HISTORY     - 1989     GOOD             USPSQD
 NF1636  HISTORY     - 19891120 GOOD             NGS
 NF1636  HISTORY     - 19921026 GOOD             MIDT
 NF1636  HISTORY     - 19921219 GOOD             LOCENG
 NF1636  HISTORY     - 19931027 GOOD             MIDT
 NF1636  HISTORY     - 19940523 GOOD             NGS
 NF1636  HISTORY     - 20051019 GOOD             USPSQD
 NF1636
 NF1636                          STATION DESCRIPTION
 NF1636
 NF1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1636'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, T. 1 N., R.
 NF1636'12 W. AND IN THE NORTH EDGE OF THE FRONT YARD OF MR. DAN SCHANZ.  IT
 NF1636'IS ABOUT 7-1/4 MILES SOUTHEAST OF ALLEGAN, 6-1/2 MILES NORTH OF MENTHA
 NF1636'AND 3 MILES WEST OF OSTEGO.
 NF1636'
 NF1636'TO REACH THE STATION FROM THE INTERSECTION OF FARMERS AND ALLEGAN
 NF1636'STREETS (STATE HIGHWAY 89) IN OSTEGO, GO WEST ON ALLEGAN STREET FOR
 NF1636'1.05 MILES TO A SIDE ROAD LEFT. TURN LEFT, THEN RIGHT AND GO WEST ON
 NF1636'JEFFERSON ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT (21ST STREET).
 NF1636'CONTINUE WEST ON JEFFERSON ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT
 NF1636'(22ND STREET). CONTINUE WEST ON JEFFERSON ROAD FOR 0.1 MILE TO THE TOP
 NF1636'OF A HILL AND THE STATION ON THE LEFT.
 NF1636'
 NF1636'THE STATION MARK IS A STANDARD DISK STAMPED DAN 1969, SET IN THE TOP
 NF1636'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 NF1636'GROUND.  IT IS 134 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 61
 NF1636'FEET WEST OF THE CENTER OF A DRIVEWAY, 37.5 FEET EAST OF POWER LINE
 NF1636'POLE NUMBER 69-1/2 AND 35 FEET SOUTH OF THE CENTER OF JEFFERSON ROAD.
 NF1636'
 NF1636'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAN NO 1 1969, SET IN THE
 NF1636'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1636'ABOVE THE GROUND.  IT IS 34 FEET SOUTH OF THE CENTER OF JEFFERSON
 NF1636'ROAD, 17 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 2 FEET WEST OF A
 NF1636'TELEPHONE POLE.
 NF1636'
 NF1636'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAN NO 2 1969, SET IN THE
 NF1636'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1636'ABOVE THE GROUND.  IT IS 61 FEET SOUTH OF A POWER LINE POLE WITH
 NF1636'TRANSFORMER, 32 FEET NORTH OF THE CENTER OF JEFFERSON ROAD AND 2.1
 NF1636'FEET EAST OF A METAL WITNESS POST.
 NF1636'
 NF1636'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAN 1969, SET IN THE TOP
 NF1636'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1636'ABOVE THE GROUND.  IT IS 55.4 FEET WEST OF A FENCE CORNER, 33 FEET
 NF1636'WEST OF THE CENTER OF 22ND STREET AND 22 FEET SOUTH-SOUTHWEST OF A
 NF1636'METAL WITNESS POST.
 NF1636'
 NF1636'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
 NF1636
 NF1636                          STATION RECOVERY (1969)
 NF1636
 NF1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1980)
 NF1636
 NF1636'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1636'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK
 NF1636'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 NF1636
 NF1636                          STATION RECOVERY (1989)
 NF1636
 NF1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1989)
 NF1636
 NF1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF1636'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) SOUTHEAST OF ALLEGAN,
 NF1636'4.8 KM (3.00 MI) WEST OF OSTEGO, IN THE SOUTHEAST 1/4 OF SECTION 19, T
 NF1636'1 N, R 12 W.  OWNERSHIP--MR. DAN SCHANZ.
 NF1636'
 NF1636'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89
 NF1636'(ALLEGAN STREET) AND FARMERS STREET IN OSTEGO, GO WEST ON HIGHWAY 89
 NF1636'FOR 1.7 KM (1.05 MI) TO A Y-INTERSECTION AND A SIDE ROAD LEFT. TURN
 NF1636'LEFT, THEN RIGHT AND GO WEST ON JEFFERSON ROAD FOR 5.2 KM (3.25 MI)
 NF1636'TO A ROAD RIGHT, 22ND STREET.  CONTINUE WEST ON JEFFERSON ROAD FOR 0.2
 NF1636'KM (0.10 MI) TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 NF1636'
 NF1636'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 NF1636'CONCRETE MONUMENT RECESSED 3 CM BELOW THE GROUND.  LOCATED 40.85 M
 NF1636'(134.0 FT) NORTH FROM THE NORTHWEST CORNER OF A HOUSE, 18.6 M
 NF1636'(61.0 FT) WEST FROM THE CENTER OF A DRIVEWAY, 11.42 M (37.5 FT) EAST
 NF1636'FROM UTILITY POLE NUMBER 69-1/2 AND 10.67 M (35.0 FT) SOUTH FROM THE
 NF1636'CENTER OF JEFFERSON ROAD.  DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 NF1636
 NF1636                          STATION RECOVERY (1992)
 NF1636
 NF1636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1636'STATION IS LOCATED IN QUAD 420853 AND ON THE MERSON QUADRANGLE MAP.
 NF1636'STATION IS IN THE SOUTHEAST 1/4 SECTION 19, T-1-N, R-12-W, OTSEGO
 NF1636'TOWNSHIP, ON THE PROPERTY OF DAN SCHANTZ.  IT IS ABOUT 3.3 MILES
 NF1636'(5.3 KM) WESTERLY OF OTSEGO, ABOUT 7.1 MILES (11.4 KM) SOUTHEAST OF
 NF1636'ALLEGAN AND ABOUT 8.6 MILES (13.8 KM) SOUTHWEST OF MARTIN.
 NF1636'
 NF1636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-89 AND
 NF1636'FARMER STREET, IN THE CENTER OF THE CITY OF OTSEGO, GO WEST ALONG
 NF1636'STATE HIGHWAY M-89 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION AT THE
 NF1636'HIGHWAY CURVE AND PAVED ROAD WEST (JEFFERSON ROAD) ON THE LEFT,
 NF1636'CONTINUE GOING WEST ALONG PAVED ROAD (JEFFERSON ROAD) FOR 2.4 MILES
 NF1636'(3.9 KM) TO STATION OF THE LEFT, IN LAWN AS DESCRIBED. STATION IS 34.2
 NF1636'FEET (10.4 M) SOUTH OF CENTER OF JEFFERSON ROAD, 57 FEET (17.4 M)
 NF1636'WEST OF CENTER OF DRIVEWAY, 78.2 FEET (23.8 M) WEST OF REFERENCE MARK
 NF1636'NO. 1, 75 FEET (22.9 M) SOUTHEAST OF REFERENCE MARK NO 2, AND 38 FEET
 NF1636'(11.6 M) EAST OF A UTILITY POLE.
 NF1636
 NF1636                          STATION RECOVERY (1992)
 NF1636
 NF1636'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1993)
 NF1636
 NF1636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NF1636'STATION IS LOCATED IN QUAD 420853 ON THE MERSON QUADRANGLE MAP. IT IS
 NF1636'IN THE SOUTHEAST 1/4 SECTION 19, T-1-N, R-12-W, OF OTSEGO TOWNSHIP.
 NF1636'ABOUT 8.6 MILES SOUTHWEST FROM MARTIN, 7.1 MILES SOUTHEAST FROM
 NF1636'ALLEGAN AND 3.3 MILES WEST FROM OTSEGO. TO REACH FROM THE JUNCTION OF
 NF1636'STATE HIGHWAY M-89 AND FARMER STREET IN OTSEGO, GO WEST ALONG STATE
 NF1636'HIGHWAY M-89 FOR 1.1 MILES TO THE JUNCTION AT A HIGHWAY CURVE AND
 NF1636'JEFFERSON ROAD. GO WEST ALONG JEFFERSON ROAD FOR 2.4 MILES TO STATION
 NF1636'ON THE LEFT AS DESCRIBED. STATION IS 78.2 FEET WEST OF REFERENCE MARK
 NF1636'DAN NO. 1, 75 FEET SOUTH EAST OF REFERENCE MARK DAN NO. 2, 38 FEET
 NF1636'EAST OF UTILITY POLE, 34.2 FEET SOUTH FROM CENTER OF JEFFERSON ROAD.
 NF1636
 NF1636                          STATION RECOVERY (1994)
 NF1636
 NF1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1636'NOTE-SOUTH TWO QUADRANTS ARE ALMOST COMPLETELY BLOCKED FOR GPS
 NF1636'OBSERVATIONS DUE TO A LINE OF EAST-WEST TREES.
 NF1636'
 NF1636'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) SOUTHEAST OF ALLEGAN,
 NF1636'4.8 KM (3.00 MI) WEST OF OTSEGO, IN THE SOUTHEAST 1/4 OF SECTION 19, T
 NF1636'1 N, R 12 W.  OWNERSHIP--MR. DAN SCHANZ.
 NF1636'
 NF1636'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89
 NF1636'(ALLEGAN STREET) AND FARMERS STREET IN OTSEGO, GO WEST ON HIGHWAY 89
 NF1636'FOR 1.7 KM (1.05 MI) TO A Y-INTERSECTION AND A SIDE ROAD LEFT. TURN
 NF1636'LEFT, THEN RIGHT AND GO WEST ON JEFFERSON ROAD FOR 3.6 KM (2.25 MI)
 NF1636'TO A ROAD RIGHT, 22ND STREET.  CONTINUE WEST ON JEFFERSON ROAD FOR 0.2
 NF1636'KM (0.10 MI) TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 NF1636'
 NF1636'THE STATION PROJECTS 8 CM ABOVE GROUND.  IT IS 40.85 M (134.02 FT)
 NF1636'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 18.6 M (61.0 FT) WEST OF THE
 NF1636'CENTER OF A DRIVEWAY, 11.42 M (37.47 FT) EAST OF UTILITY POLE NUMBER
 NF1636'69-1/2, AND 10.67 M (35.01 FT) SOUTH OF THE CENTER OF JEFFERSON ROAD.
 NF1636'DESCRIBED BY R.L. RAMSEY.
 NF1636
 NF1636                          STATION RECOVERY (2005)
 NF1636
 NF1636'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF1636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1233 ***********************************************************************
 RJ1233  DESIGNATION -  DANAHER
 RJ1233  PID         -  RJ1233
 RJ1233  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1233  COUNTRY     -  US
 RJ1233  USGS QUAD   -  SENEY NW (2017)
 RJ1233
 RJ1233                         *CURRENT SURVEY CONTROL
 RJ1233  ______________________________________________________________________
 RJ1233* NAD 83(1994) POSITION- 46 25 33.15908(N) 085 55 55.93935(W)   ADJUSTED
 RJ1233* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 RJ1233  ______________________________________________________________________
 RJ1233  GEOID HEIGHT    -        -35.374 (meters)                     GEOID18
 RJ1233  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 RJ1233  HORZ ORDER      -  SECOND
 RJ1233
 RJ1233.The horizontal coordinates were established by classical geodetic methods
 RJ1233.and adjusted by the National Geodetic Survey in February 1997.
 RJ1233
 RJ1233.The orthometric height was scaled from a topographic map.
 RJ1233
 RJ1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1233.GEOID18 height accuracy estimate available here.
 RJ1233
 RJ1233.Click photographs - Photos may exist for this station.
 RJ1233
 RJ1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1233
 RJ1233. The following values were computed from the NAD 83(1994) position.
 RJ1233
 RJ1233;                    North         East     Units Scale Factor Converg.
 RJ1233;SPC MI N     -   183,112.213 8,082,067.790   MT  0.99990584   +0 46 18.4
 RJ1233;SPC MI N     -   600,761.85 26,515,970.44   iFT  0.99990584   +0 46 18.4
 RJ1233;UTM  16      - 5,141,921.087   582,044.941   MT  0.99968274   +0 46 25.1
 RJ1233
 RJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1233!SPC MI N     -   0.99996400  x   0.99990584  =   0.99986984
 RJ1233!UTM  16      -   0.99996400  x   0.99968274  =   0.99964675
 RJ1233
 RJ1233:                Primary Azimuth Mark                     Grid Az
 RJ1233:SPC MI N     -  LAKETON                                  103 40 11.4
 RJ1233:UTM  16      -  LAKETON                                  103 40 04.7
 RJ1233
 RJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8204441921(NAD 83)
 RJ1233
 RJ1233|---------------------------------------------------------------------|
 RJ1233| PID    Reference Object                     Distance      Geod. Az  |
 RJ1233|                                                           dddmmss.s |
 RJ1233| RJ1228 LAKETON                             APPROX. 9.6 KM 1042629.8 |
 RJ1233| CH1039 DANAHER RM 1                         24.011 METERS 14819     |
 RJ1233| CH1040 DANAHER RM 2                         26.534 METERS 23408     |
 RJ1233|---------------------------------------------------------------------|
 RJ1233
 RJ1233                          SUPERSEDED SURVEY CONTROL
 RJ1233
 RJ1233  NAD 83(1986)-  46 25 33.15323(N)    085 55 55.93653(W) AD(       ) 2
 RJ1233  NAD 27      -  46 25 33.22156(N)    085 55 55.41037(W) AD(       ) 2
 RJ1233
 RJ1233.Superseded values are not recommended for survey control.
 RJ1233
 RJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1233.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1233
 RJ1233_MARKER: DS = TRIANGULATION STATION DISK
 RJ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1233_STAMPING: DANAHER 1965
 RJ1233_MARK LOGO: CGS
 RJ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1233+STABILITY: SURFACE MOTION
 RJ1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1233+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ1233
 RJ1233  HISTORY     - Date     Condition        Report By
 RJ1233  HISTORY     - 1965     MONUMENTED       CGS
 RJ1233  HISTORY     - 1971     GOOD             USGS
 RJ1233  HISTORY     - 1976     GOOD             MIDH
 RJ1233  HISTORY     - 19990909 GOOD             USPSQD
 RJ1233  HISTORY     - 20030728 GOOD             USPSQD
 RJ1233  HISTORY     - 20060911 GOOD             USPSQD
 RJ1233
 RJ1233                          STATION DESCRIPTION
 RJ1233
 RJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1233'THE STATION IS LOCATED ABOUT 0.35 MILE EAST OF STATE HIGHWAY 77, 5-1/2
 RJ1233'MILES NORTH OF SENEY, IN SECTION 33, T. 47 N., R. 13 W., AND ON
 RJ1233'PROPERTY OF THE STATE FOREST SERVICE.
 RJ1233'
 RJ1233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 IN
 RJ1233'SENEY, GO NORTH ON STATE HIGHWAY 77 FOR 4.1 MILES TO THE CENTER OF A
 RJ1233'CONCRETE BRIDGE OVER THE EAST BRANCH OF FOX RIVER.  CONTINUE NORTH ON
 RJ1233'HIGHWAY 77 FOR 1.35 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN
 RJ1233'DANAHER PLAINS RD.  TURN RIGHT AND GO EAST ON A SAND ROAD FOR 0.35
 RJ1233'MILE TO A SIDE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 RJ1233'
 RJ1233'STATION MARKS ARE STANDARD DISKS STAMPED DANAHER 1965.  THE SURFACE
 RJ1233'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1233'IS 102 FEET WEST-NORTHWEST OF A 24 INCH MAPLE TREE, 79 FEET WEST OF
 RJ1233'THE CENTER OF A SAND ROAD, 93 FEET NORTH OF THE CENTER OF A SAND ROAD,
 RJ1233'AND 4.4 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 RJ1233'SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF
 RJ1233'THE GROUND.
 RJ1233'
 RJ1233'REFERENCE MARK NO. 1, A STANDRAD DISK STAMPED DANAHER NO 1 1965, IS
 RJ1233'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 41
 RJ1233'FEET WEST OF THE 24 INCH MAPLE TREE, 26 FEET NORTH OF THE CENTER OF
 RJ1233'THE SAND ROAD, 14 FEET WEST OF THE CENTER OF THE SAND ROAD.
 RJ1233'
 RJ1233'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DANAHER NO 2 1965, IS
 RJ1233'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 43
 RJ1233'FEET NORTH OF THE CENTER OF THE SAND ROAD, AND 93 FEET SOUTHWEST OF
 RJ1233'THE METAL WITNESS POST.
 RJ1233'
 RJ1233'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1233'TIME.
 RJ1233'
 RJ1233'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1233
 RJ1233                          STATION RECOVERY (1971)
 RJ1233
 RJ1233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1233'DANAHER AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1233'DISTANCES AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION IS
 RJ1233'ADEQUATE.
 RJ1233
 RJ1233                          STATION RECOVERY (1976)
 RJ1233
 RJ1233'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (THP)
 RJ1233'DANAHER 1965 RECOVERED GOOD.
 RJ1233'
 RJ1233'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES NORTH OF
 RJ1233'SENEY, MICH. 0.35 MI EAST OF M-77.
 RJ1233
 RJ1233                          STATION RECOVERY (1999)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1233'RECOVERED IN GOOD CONDITION.
 RJ1233
 RJ1233                          STATION RECOVERY (2003)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ1233'STA MARK AND RM 2 FOUND IN GOOD CONDITION. RM 1 NOT FOUND.
 RJ1233
 RJ1233                          STATION RECOVERY (2006)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 2006
 RJ1233'RM 2 ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1288 ***********************************************************************
 NF1288  DESIGNATION -  DANSVILLE ATT MICROWAVE
 NF1288  PID         -  NF1288
 NF1288  STATE/COUNTY-  MI/INGHAM
 NF1288  COUNTRY     -  US
 NF1288  USGS QUAD   -  DANSVILLE (2017)
 NF1288
 NF1288                         *CURRENT SURVEY CONTROL
 NF1288  ______________________________________________________________________
 NF1288* NAD 83(1994) POSITION- 42 33 43.37562(N) 084 18 58.48391(W)   ADJUSTED
 NF1288  ______________________________________________________________________
 NF1288  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 NF1288  LAPLACE CORR    -          3.60  (seconds)                    DEFLEC18
 NF1288  HORZ ORDER      -  THIRD
 NF1288
 NF1288.The horizontal coordinates were established by classical geodetic methods
 NF1288.and adjusted by the National Geodetic Survey in February 1997.
 NF1288
 NF1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1288.GEOID18 height accuracy estimate available here.
 NF1288
 NF1288.Click photographs - Photos may exist for this station.
 NF1288
 NF1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1288
 NF1288. The following values were computed from the NAD 83(1994) position.
 NF1288
 NF1288;                    North         East     Units Scale Factor Converg.
 NF1288;SPC MI S     -   117,970.800 4,004,140.147   MT  0.99992268   +0 02 03.5
 NF1288;SPC MI S     -   387,043.31 13,136,942.74   iFT  0.99992268   +0 02 03.5
 NF1288;UTM  16      - 4,715,674.107   720,302.549   MT  1.00019716   +1 48 57.6
 NF1288
 NF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2030215674(NAD 83)
 NF1288
 NF1288                          SUPERSEDED SURVEY CONTROL
 NF1288
 NF1288  NAD 83(1986)-  42 33 43.37571(N)    084 18 58.50545(W) AD(       ) 3
 NF1288  NAD 27      -  42 33 43.24507(N)    084 18 58.61422(W) AD(       ) 3
 NF1288
 NF1288.Superseded values are not recommended for survey control.
 NF1288
 NF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1288.See file dsdata.pdf to determine how the superseded data were derived.
 NF1288
 NF1288_MARKER: 45 = MICROWAVE TOWER
 NF1288
 NF1288  HISTORY     - Date     Condition        Report By
 NF1288  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1288  HISTORY     - 20060930 GOOD             USPSQD
 NF1288
 NF1288                          STATION DESCRIPTION
 NF1288
 NF1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1288'DANSVILLE, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICRO-WAVE
 NF1288'RELAY TOWER KQD
 NF1288'73, IS LOCATED ABOUT 1/2 MILE NORTHWEST OF DANSVILLE.
 NF1288'
 NF1288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 36
 NF1288'(DANSVILLE ROAD)
 NF1288'AND CLARK ROAD IN THE WEST EDGE OF DANSVILLE, GO
 NF1288'NORTH ON CLARK ROAD FOR 0.4 MILE TO
 NF1288'THE STATION ON THE RIGHT.
 NF1288'
 NF1288'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 NF1288'RED AND WHITE,
 NF1288'WITH FOUR LARGE REFLECTORS ON TOP, AND HAS AN OVERALL
 NF1288'HEIGHT OF 300 FEET.
 NF1288'
 NF1288'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
 NF1288
 NF1288                          STATION RECOVERY (2006)
 NF1288
 NF1288'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1287 ***********************************************************************
 NF1287  DESIGNATION -  DANSVILLE INGHAM AGRI SCH STK
 NF1287  PID         -  NF1287
 NF1287  STATE/COUNTY-  MI/INGHAM
 NF1287  COUNTRY     -  US
 NF1287  USGS QUAD   -  DANSVILLE (2017)
 NF1287
 NF1287                         *CURRENT SURVEY CONTROL
 NF1287  ______________________________________________________________________
 NF1287* NAD 83(1994) POSITION- 42 33 12.49894(N) 084 18 24.59800(W)   ADJUSTED
 NF1287  ______________________________________________________________________
 NF1287  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 NF1287  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 NF1287  HORZ ORDER      -  THIRD
 NF1287
 NF1287.The horizontal coordinates were established by classical geodetic methods
 NF1287.and adjusted by the National Geodetic Survey in February 1997.
 NF1287
 NF1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1287.GEOID18 height accuracy estimate available here.
 NF1287
 NF1287.Click photographs - Photos may exist for this station.
 NF1287
 NF1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1287
 NF1287. The following values were computed from the NAD 83(1994) position.
 NF1287
 NF1287;                    North         East     Units Scale Factor Converg.
 NF1287;SPC MI S     -   117,018.627 4,004,913.718   MT  0.99992353   +0 02 26.6
 NF1287;SPC MI S     -   383,919.38 13,139,480.70   iFT  0.99992353   +0 02 26.6
 NF1287;UTM  16      - 4,714,746.187   721,105.569   MT  1.00020152   +1 49 19.4
 NF1287
 NF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2110514746(NAD 83)
 NF1287
 NF1287                          SUPERSEDED SURVEY CONTROL
 NF1287
 NF1287  NAD 83(1986)-  42 33 12.49900(N)    084 18 24.61908(W) AD(       ) 3
 NF1287  NAD 27      -  42 33 12.36834(N)    084 18 24.72933(W) AD(       ) 3
 NF1287
 NF1287.Superseded values are not recommended for survey control.
 NF1287
 NF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1287.See file dsdata.pdf to determine how the superseded data were derived.
 NF1287
 NF1287_MARKER: 63 = STACK
 NF1287
 NF1287  HISTORY     - Date     Condition        Report By
 NF1287  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1287
 NF1287                          STATION DESCRIPTION
 NF1287
 NF1287'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1324 ***********************************************************************
 RJ1324  DESIGNATION -  DARK HOLE C8M 017
 RJ1324  PID         -  RJ1324
 RJ1324  STATE/COUNTY-  MI/CHIPPEWA
 RJ1324  COUNTRY     -  US
 RJ1324  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ1324
 RJ1324                         *CURRENT SURVEY CONTROL
 RJ1324  ______________________________________________________________________
 RJ1324* NAD 83(1994) POSITION- 46 15 54.93664(N) 084 06 56.66056(W)   ADJUSTED
 RJ1324* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 RJ1324  ______________________________________________________________________
 RJ1324  GEOID HEIGHT    -        -36.566 (meters)                     GEOID18
 RJ1324  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 RJ1324  HORZ ORDER      -  SECOND
 RJ1324
 RJ1324.The horizontal coordinates were established by classical geodetic methods
 RJ1324.and adjusted by the National Geodetic Survey in February 1997.
 RJ1324
 RJ1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1324
 RJ1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1324.GEOID18 height accuracy estimate available here.
 RJ1324
 RJ1324.Click photographs - Photos may exist for this station.
 RJ1324
 RJ1324.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1324
 RJ1324. The following values were computed from the NAD 83(1994) position.
 RJ1324
 RJ1324;                    North         East     Units Scale Factor Converg.
 RJ1324;SPC MI N     -   168,751.628 8,222,283.657   MT  0.99990290   +2 05 05.0
 RJ1324;SPC MI N     -   553,647.07 26,975,996.25   iFT  0.99990290   +2 05 05.0
 RJ1324;UTM  16      - 5,127,564.235   722,261.323   MT  1.00020730   +2 05 05.5
 RJ1324
 RJ1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1324!SPC MI N     -   0.99997790  x   0.99990290  =   0.99988080
 RJ1324!UTM  16      -   0.99997790  x   1.00020730  =   1.00018520
 RJ1324
 RJ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2226127564(NAD 83)
 RJ1324
 RJ1324                          SUPERSEDED SURVEY CONTROL
 RJ1324
 RJ1324  NAD 83(1986)-  46 15 54.92819(N)    084 06 56.65966(W) AD(       ) 2
 RJ1324  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1324
 RJ1324.Superseded values are not recommended for survey control.
 RJ1324
 RJ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1324.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1324
 RJ1324_MARKER: DS = TRIANGULATION STATION DISK
 RJ1324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1324+WITH SETTING: INFORMATION.
 RJ1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1324
 RJ1324  HISTORY     - Date     Condition        Report By
 RJ1324  HISTORY     - 1988     MONUMENTED       USACE
 RJ1324
 RJ1324                          STATION DESCRIPTION
 RJ1324
 RJ1324'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1324'THE STATION IS LOCATED ABOUT 31.1 KM (19.3 MI) SOUTHEAST OF SAULT STE
 RJ1324'MARIE, 37.8 KM
 RJ1324'(23.5 MI) EAST-NORTHEAST OF RUDYARD, 34.6 KM (21.5 MI)
 RJ1324'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 5, SEC 25,
 RJ1324'T45N-R2E.
 RJ1324'OWNERSHIP---SSSS
 RJ1324'
 RJ1324'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1324'4.4 KM
 RJ1324'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1324'NORTH FOR 3.7 KM
 RJ1324'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1324'CHARLOTTE RIVER.  ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1324'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.  TRAVEL BY BOAT
 RJ1324'UPRIVER FOR 30 MINUTES ALONG THE MIDDLE NEEBISH CHANNEL TO THE
 RJ1324'MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE MUNUSCONG CHANNEL FOR
 RJ1324'20 MINUTES TO THE NORTH END OF RAINS ISLAND WHERE THE STATION IS
 RJ1324'LOCATED.
 RJ1324'
 RJ1324'THE STATION IS A STANDARD COE DISK
 RJ1324'THAT IS STAMPED---C8M-017---, SET INTO A COVERED SLEEVE THAT IS
 RJ1324'FLUSH WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD
 RJ1324'THAT IS DRIVEN INTO THE GROUND, LOCATED 12.5 METERS (41 FT) INLAND
 RJ1324'FROM THE SHORE AND BETWEEN THE DARK HOLE RANGE LIGHTS,
 RJ1324'22.0 METERS
 RJ1324'(72 FT) FROM THE WEST FRONT RANGE TOWER AND
 RJ1324'49.7 METERS (163 FT) FROM
 RJ1324'THE EAST FRONT RANGE LIGHT.
 RJ1324'
 RJ1324'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1099 ***********************************************************************
 OJ1099  DESIGNATION -  DAVEPORT
 OJ1099  PID         -  OJ1099
 OJ1099  STATE/COUNTY-  MI/GENESEE
 OJ1099  COUNTRY     -  US
 OJ1099  USGS QUAD   -  DAVISON (2017)
 OJ1099
 OJ1099                         *CURRENT SURVEY CONTROL
 OJ1099  ______________________________________________________________________
 OJ1099* NAD 83(2011) POSITION- 43 01 45.42854(N) 083 31 45.98199(W)   ADJUSTED
 OJ1099* NAD 83(2011) ELLIP HT-   201.449 (meters)        (06/27/12)   ADJUSTED
 OJ1099* NAD 83(2011) EPOCH   -  2010.00
 OJ1099* NAVD 88 ORTHO HEIGHT -   235.71  (meters)      773.3   (feet) LEVELING
 OJ1099  ______________________________________________________________________
 OJ1099  GEOID HEIGHT    -        -34.299 (meters)                     GEOID18
 OJ1099  NAD 83(2011) X  -    526,261.450 (meters)                     COMP
 OJ1099  NAD 83(2011) Y  - -4,640,133.467 (meters)                     COMP
 OJ1099  NAD 83(2011) Z  -  4,330,018.069 (meters)                     COMP
 OJ1099  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 OJ1099  VERT ORDER      -  THIRD ?
 OJ1099
 OJ1099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ1099  Standards:
 OJ1099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ1099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ1099  -------------------------------------------------------------------
 OJ1099  NETWORK    4.80   4.12           1.47   2.27   2.10      0.12489909
 OJ1099  -------------------------------------------------------------------
 OJ1099  Click here for local accuracies and other accuracy information.
 OJ1099
 OJ1099.This mark is at Athelone Williams Mem Airport (6G0)
 OJ1099
 OJ1099.The horizontal coordinates were established by GPS observations
 OJ1099.and adjusted by the National Geodetic Survey in June 2012.
 OJ1099
 OJ1099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ1099.been affixed to the stable North American tectonic plate. See 
 OJ1099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ1099
 OJ1099.The horizontal coordinates are valid at the epoch date displayed above
 OJ1099.which is a decimal equivalence of Year/Month/Day.
 OJ1099
 OJ1099.The orthometric height was determined by differential leveling.
 OJ1099.The vertical network tie was performed by a horz. field party for horz.
 OJ1099.obs reductions. Reset procedures were used to establish the elevation.
 OJ1099
 OJ1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1099.GEOID18 height accuracy estimate available here.
 OJ1099
 OJ1099.Click photographs - Photos may exist for this station.
 OJ1099
 OJ1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1099
 OJ1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1099
 OJ1099.The ellipsoidal height was determined by GPS observations
 OJ1099.and is referenced to NAD 83.
 OJ1099
 OJ1099. The following values were computed from the NAD 83(2011) position.
 OJ1099
 OJ1099;                    North         East     Units Scale Factor Converg.
 OJ1099;SPC MI S     -   170,208.942 4,068,228.624   MT  0.99991004   +0 34 11.1
 OJ1099;SPC MI S     -   558,428.29 13,347,206.77   iFT  0.99991004   +0 34 11.1
 OJ1099;UTM  17      - 4,767,171.990   293,922.793   MT  1.00012246   -1 43 35.8
 OJ1099
 OJ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1099!SPC MI S     -   0.99996841  x   0.99991004  =   0.99987845
 OJ1099!UTM  17      -   0.99996841  x   1.00012246  =   1.00009087
 OJ1099
 OJ1099:                Primary Azimuth Mark                     Grid Az
 OJ1099:SPC MI S     -  DAVEPORT AZ MK                           264 49 14.3
 OJ1099:UTM  17      -  DAVEPORT AZ MK                           267 07 01.2
 OJ1099
 OJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9392267171(NAD 83)
 OJ1099
 OJ1099|---------------------------------------------------------------------|
 OJ1099| PID    Reference Object                     Distance      Geod. Az  |
 OJ1099|                                                           dddmmss.s |
 OJ1099| OJ1100 DAVEPORT AZ MK                      APPROX. 0.5 KM 2652325.4 |
 OJ1099|---------------------------------------------------------------------|
 OJ1099
 OJ1099                          SUPERSEDED SURVEY CONTROL
 OJ1099
 OJ1099  NAD 83(2007)-  43 01 45.42860(N)    083 31 45.98305(W) AD(2002.00) 0
 OJ1099  ELLIP H (02/10/07)  201.464  (m)                       GP(2002.00)    
 OJ1099  ELLIP H (07/12/02)  201.481  (m)                       GP(       ) 4 1
 OJ1099  NAD 83(1994)-  43 01 45.42883(N)    083 31 45.98414(W) AD(       ) 1
 OJ1099  ELLIP H (02/03/97)  201.534  (m)                       GP(       ) 4 1
 OJ1099  NAD 83(1994)-  43 01 45.42877(N)    083 31 45.98289(W) AD(       ) 1
 OJ1099  ELLIP H (05/02/96)  201.477  (m)                       GP(       ) 1 1
 OJ1099  NAD 83(1986)-  43 01 45.41976(N)    083 31 46.00850(W) AD(       ) 1
 OJ1099  NAD 83(1986)-  43 01 45.42300(N)    083 31 46.00849(W) AD(       ) 3
 OJ1099  NAVD 88 (09/30/91)  236.0    (m)  UNKNOWN  model used  GPS OBS        
 OJ1099  NGVD 29 (03/27/91)  235.9    (m)  OSU 89B  model used  GPS OBS        
 OJ1099
 OJ1099.Superseded values are not recommended for survey control.
 OJ1099
 OJ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1099.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1099
 OJ1099_MARKER: I = METAL ROD
 OJ1099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1099_STAMPING: DAVEPORT 1989
 OJ1099_MARK LOGO: NGS
 OJ1099_PROJECTION: FLUSH
 OJ1099_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1099+STABILITY: POSITION/ELEVATION WELL
 OJ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1099+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1992
 OJ1099_ROD/PIPE-DEPTH: 8.5 meters
 OJ1099_SLEEVE-DEPTH  : 1.0 meters
 OJ1099
 OJ1099  HISTORY     - Date     Condition        Report By
 OJ1099  HISTORY     - 1989     MONUMENTED       NGS
 OJ1099  HISTORY     - 19900116 GOOD
 OJ1099  HISTORY     - 19921215 GOOD             MIDT
 OJ1099  HISTORY     - 20060306 GOOD             USPSQD
 OJ1099
 OJ1099                          STATION DESCRIPTION
 OJ1099
 OJ1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1099'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1099'DAVISON ATHELONE WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR
 OJ1099'THE CENTER OF THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT
 OJ1099'MANAGER DONALD PARKS, 1280 NORTH IRISH ROAD, DAVISON MI 48423.  PHONE
 OJ1099'IS (313) 653-4156.
 OJ1099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND DAVISON
 OJ1099'ROAD (FLINT STREET) IN DAVISON, GO WEST FOR 1.6 KM (1.00 MI) ON
 OJ1099'DAVISON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.8 KM
 OJ1099'(0.50 MI) ON GALE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST
 OJ1099'FOR 0.6 KM (0.35 MI) ON THE GRAVEL ROAD TO A PAVED ROAD LEFT AND A
 OJ1099'GATE.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT
 OJ1099'ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.  TURN
 OJ1099'RIGHT AND GO EAST FOR 50 METERS ON THE TAXIWAY TO A CONNECTING
 OJ1099'TAXIWAY.  TURN LEFT AND GO NORTH FOR 75 METERS ON THE CONNECTING
 OJ1099'TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING THE RUNWAY.
 OJ1099'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1099'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 8.5 METERS IN A
 OJ1099'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1099'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1099'LOCATED 10.2 M (33.5 FT) EAST-NORTHEAST FROM A RUNWAY LIGHT, 8.3 M
 OJ1099'(27.2 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY, 3.1 M (10.2 FT)
 OJ1099'WEST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND 1.2 M
 OJ1099'(3.9 FT) SOUTH FROM A CARSONITE WITNESS POST.
 OJ1099'DESCRIBED BY K.L. FANCHER.
 OJ1099'NOTE-CALL IN ADVANCE AIRPORT IS UNATTENDED AND GATE COULD BE LOCKED.
 OJ1099'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1099
 OJ1099                          STATION RECOVERY (1990)
 OJ1099
 OJ1099'RECOVERED 1990
 OJ1099'RECOVERED IN GOOD CONDITION.
 OJ1099
 OJ1099                          STATION RECOVERY (1992)
 OJ1099
 OJ1099'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 OJ1099'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUANDRANGLE MAP.  IT
 OJ1099'IS IN SECTION 9, T-7-N, R-7-E, DAVISON TOWNSHIP.  ABOUT 7.5 MI (12.1
 OJ1099'KM) NORTHWEST OF GOODRICH, 3.4 MI (5.5 KM) NORTHEAST OF BURTON, AND
 OJ1099'0.6 MI (1.0 KM) WEST OF DAVISON.  IT IS AT THE DAVISON ATHELONE
 OJ1099'WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR THE CENTER OF
 OJ1099'THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT MANAGER DONALD
 OJ1099'PARKS, 1280 NORTH IRISH ROAD, DAVISON MI.  48423 PHONE NO.  (313)
 OJ1099'653-4156.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OJ1099'M-15 AND DAVISON ROAD (FLINT STREET) IN DAVISON, GO WEST FOR 1.0 MI
 OJ1099'(1.6 KM) ON DAVISON ROAD TO GALE ROAD, A PAVED ROAD LEFT.  TURN LEFT
 OJ1099'AND GO SOUTH ALONG GALE ROAD FOR 0.3 MI (0.5 KM) TO A RAILROAD
 OJ1099'CROSSING.  CONTINUE SOUTH ALONG GALE ROAD FOR 0.2 MI (0.3 KM) TO A
 OJ1099'GRAVEL ROAD LEFT ALONG THE NORTH SIDE OF A COUNTY DRAIN.  TURN LEFT
 OJ1099'AND GO EAST FOR 0.4 MI (0.6 KM) ON THE GRAVEL ROAD TO A PAVED ROAD
 OJ1099'LEFT AND A GATE.  TURN LEFT AND GO NORTH FOR 0.1 MI (0.2 KM) ON THE
 OJ1099'AIRPORT ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.
 OJ1099'TURN RIGHT AND GO EAST FOR 50 METERS (164.0 FT) ON THE TAXIWAY TO A
 OJ1099'CONNECTING TAXIWAY.  TURN LEFT AND GO NORTH FOR 75 METERS (246.1 FT)
 OJ1099'ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING THE
 OJ1099'RUNWAY.  STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD.  LOCATED
 OJ1099'33.0 FT (10.1 M) EAST-NORTHEAST FROM A RUNWAY LIGHT, 28.0 FT (8.5 M)
 OJ1099'NORTH FROM THE NORTH EDGE OF THE RUNWAY, 10.0 FT (3.0 M) WEST FROM THE
 OJ1099'EXTENDED CENTER OF A CONNECTING TAXIWAY AND 4.0 FT (1.2 M) SOUTH FROM
 OJ1099'A CARSONITE WITNESS POST.  NOTE--CALL IN ADVANCE AIRPORT IS
 OJ1099'UNATTENDED.  GATE IS CHAINED BUT NOT LOCKED.  NOTE--ACESS TO DATUM
 OJ1099'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1099
 OJ1099                          STATION RECOVERY (2006)
 OJ1099
 OJ1099'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 OJ1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1100 ***********************************************************************
 OJ1100  DESIGNATION -  DAVEPORT AZ MK
 OJ1100  PID         -  OJ1100
 OJ1100  STATE/COUNTY-  MI/GENESEE
 OJ1100  COUNTRY     -  US
 OJ1100  USGS QUAD   -  DAVISON (2017)
 OJ1100
 OJ1100                         *CURRENT SURVEY CONTROL
 OJ1100  ______________________________________________________________________
 OJ1100* NAD 83(2011) POSITION- 43 01 44.06443(N) 083 32 09.03241(W)   NO CHECK
 OJ1100* NAD 83(2011) ELLIP HT-   201.439 (meters)        (06/27/12)   NO CHECK
 OJ1100* NAD 83(2011) EPOCH   -  2010.00
 OJ1100* NAVD 88 ORTHO HEIGHT -   235.7   (meters)      773.    (feet) GPS OBS
 OJ1100  ______________________________________________________________________
 OJ1100  NAVD 88 orthometric height was determined with geoid model    GEOID93
 OJ1100  GEOID HEIGHT    -        -34.064 (meters)                     GEOID93
 OJ1100  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 OJ1100  NAD 83(2011) X  -    525,746.137 (meters)                     COMP
 OJ1100  NAD 83(2011) Y  - -4,640,220.784 (meters)                     COMP
 OJ1100  NAD 83(2011) Z  -  4,329,987.289 (meters)                     COMP
 OJ1100  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 OJ1100
 OJ1100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ1100  Standards:
 OJ1100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ1100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ1100  -------------------------------------------------------------------
 OJ1100  NETWORK    1.56   4.29           0.72   0.52   2.19     -0.09813421
 OJ1100  -------------------------------------------------------------------
 OJ1100  Click here for local accuracies and other accuracy information.
 OJ1100
 OJ1100.This mark is at Athelone Williams Mem Airport (6G0)
 OJ1100
 OJ1100.The horizontal coordinates were established by GPS observations
 OJ1100.and adjusted by the National Geodetic Survey in June 2012.
 OJ1100
 OJ1100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ1100.been affixed to the stable North American tectonic plate. See 
 OJ1100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ1100
 OJ1100.The horizontal coordinates are valid at the epoch date displayed above
 OJ1100.which is a decimal equivalence of Year/Month/Day.
 OJ1100
 OJ1100.No horizontal observational check was made to the station.
 OJ1100
 OJ1100.The orthometric height was determined by GPS observations and a
 OJ1100.high-resolution geoid model.
 OJ1100
 OJ1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1100.GEOID18 height accuracy estimate available here.
 OJ1100
 OJ1100.Click photographs - Photos may exist for this station.
 OJ1100
 OJ1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1100
 OJ1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1100
 OJ1100.The ellipsoidal height was determined by GPS observations
 OJ1100.and is referenced to NAD 83.
 OJ1100
 OJ1100. The following values were computed from the NAD 83(2011) position.
 OJ1100
 OJ1100;                    North         East     Units Scale Factor Converg.
 OJ1100;SPC MI S     -   170,161.683 4,067,707.261   MT  0.99991002   +0 33 55.4
 OJ1100;SPC MI S     -   558,273.24 13,345,496.26   iFT  0.99991002   +0 33 55.4
 OJ1100;UTM  17      - 4,767,145.655   293,399.844   MT  1.00012512   -1 43 51.6
 OJ1100
 OJ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1100!SPC MI S     -   0.99996841  x   0.99991002  =   0.99987843
 OJ1100!UTM  17      -   0.99996841  x   1.00012512  =   1.00009353
 OJ1100
 OJ1100:                Primary Azimuth Mark                     Grid Az
 OJ1100:SPC MI S     -  DAVEPORT                                 084 49 14.2
 OJ1100:UTM  17      -  DAVEPORT                                 087 07 01.2
 OJ1100
 OJ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9339967145(NAD 83)
 OJ1100
 OJ1100|---------------------------------------------------------------------|
 OJ1100| PID    Reference Object                     Distance      Geod. Az  |
 OJ1100|                                                           dddmmss.s |
 OJ1100| OJ1099 DAVEPORT                            APPROX. 0.5 KM 0852309.6 |
 OJ1100|---------------------------------------------------------------------|
 OJ1100
 OJ1100                          SUPERSEDED SURVEY CONTROL
 OJ1100
 OJ1100  NAD 83(2007)-  43 01 44.06467(N)    083 32 09.03335(W) AD(2002.00) 0
 OJ1100  ELLIP H (02/10/07)  201.454  (m)                       GP(2002.00)    
 OJ1100  ELLIP H (07/12/02)  201.455  (m)                       GP(       ) 4 2
 OJ1100  NAD 83(1994)-  43 01 44.06481(N)    083 32 09.03388(W) AD(       ) 1
 OJ1100  ELLIP H (09/20/95)  201.487  (m)                       GP(       ) 1 2
 OJ1100  NAD 83(1986)-  43 01 44.05562(N)    083 32 09.05809(W) AD(       ) 1
 OJ1100  NAD 83(1986)-  43 01 44.05887(N)    083 32 09.05813(W) AD(       ) 3
 OJ1100  NAVD 88 (09/30/91)  236.0    (m)  UNKNOWN  model used  GPS OBS        
 OJ1100  NGVD 29 (03/27/91)  235.9    (m)  OSU 89B  model used  GPS OBS        
 OJ1100
 OJ1100.Superseded values are not recommended for survey control.
 OJ1100
 OJ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1100.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1100
 OJ1100_MARKER: I = METAL ROD
 OJ1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1100_STAMPING: DAVEPORT AZ MK 1989
 OJ1100_MARK LOGO: NGS
 OJ1100_PROJECTION: FLUSH
 OJ1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1100+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1994
 OJ1100_ROD/PIPE-DEPTH: 9.8 meters
 OJ1100_SLEEVE-DEPTH  : 1 meters
 OJ1100
 OJ1100  HISTORY     - Date     Condition        Report By
 OJ1100  HISTORY     - 1989     MONUMENTED       NGS
 OJ1100  HISTORY     - 19900118 GOOD
 OJ1100  HISTORY     - 19940511 GOOD             NGS
 OJ1100
 OJ1100                          STATION DESCRIPTION
 OJ1100
 OJ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1100'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1100'DAVISON ATHELONE WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR
 OJ1100'THE WEST END OF THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT
 OJ1100'MANAGER DONALD PARKS, 1280 NORTH IRISH ROAD, DAVISON MI 48423.  PHONE
 OJ1100'IS (313) 653-4156.
 OJ1100'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND DAVISON
 OJ1100'ROAD(FLINT STREET) IN DAVISON, GO WEST FOR 1.6 KM (1.00 MI) ON DAVISON
 OJ1100'ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.8 KM
 OJ1100'(0.50 MI) ON GALE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST
 OJ1100'FOR 0.6 KM (0.35 MI) ON THE GRAVEL ROAD TO A PAVED ROAD LEFT AND A
 OJ1100'GATE.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT
 OJ1100'ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.  TURN
 OJ1100'RIGHT AND GO EAST FOR 50 METERS ON THE TAXIWAY TO A CONNECTING
 OJ1100'TAXIWAY.  TURN LEFT AND GO NORTH FOR 50 METERS ON THE CONNECTING
 OJ1100'TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO WEST FOR 0.5 KM (0.30 MI) ON
 OJ1100'THE RUNWAY TO THE STATION RIGHT JUST BEFORE REACHING THE END OF THE
 OJ1100'RUNWAY.
 OJ1100'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1100'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 OJ1100'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1100'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1100'LOCATED 29.0 M (95.1 FT) NORTHEAST FROM THE CENTER OF THE WEST END OF
 OJ1100'THE RUNWAY, 26.3 M (86.3 FT) WEST-SOUTHWEST FROM THE NORTHERN MOST ONE
 OJ1100'OF THREE RELOCATED RUNWAY END LIGHTS, 8.5 M (27.9 FT) NORTH FROM THE
 OJ1100'NORTH EDGE OF THE RUNWAY AND 1.2 M (3.9 FT) SOUTH FROM A CARSONITE
 OJ1100'WITNESS POST.
 OJ1100'DESCRIBED BY K.L. FANCHER.
 OJ1100'NOTE-CALL IN ADVANCE AIRPORT IS UNATTENDED AND GATE COULD BE LOCKED.
 OJ1100
 OJ1100                          STATION RECOVERY (1990)
 OJ1100
 OJ1100'RECOVERED 1990
 OJ1100'RECOVERED IN GOOD CONDITION.
 OJ1100
 OJ1100                          STATION RECOVERY (1994)
 OJ1100
 OJ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1100'NOTE--CALL AHEAD TO ENSURE GATE IS UNLOCKED.  AIRPORT IS UNATTENDED.
 OJ1100'STATION IS LOCATED ABOUT 1 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1100'ATHELONE WILLIAMS MEMORIAL AIRPORT, NEAR THE WEST END OF THE RUNWAY,
 OJ1100'IN A GRASS STRIP BETWEEN THE RUNWAY AND THE MOW LINE.
 OJ1100'OWNERSHIP--DAVISON TOWNSHIP, 1280 NORTH IRISH ROAD, DAVISON, MI 48423.
 OJ1100'AIRPORT MANAGER IS DONALD PARKS, PHONE 810-653-4156.  TO REACH FROM
 OJ1100'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE
 OJ1100'HIGHWAY 15 (EXIT 145) AT DAVISON, GO NORTH ON HIGHWAY 15 FOR 0.32 KM
 OJ1100'(0.20 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON LAPEER ROAD FOR 1.41 KM
 OJ1100'(0.85 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON GALE ROAD FOR
 OJ1100'1.72 KM (1.05 MI) TO A DIRT ROAD RIGHT JUST PAST A SMALL BRIDGE AND
 OJ1100'POWERLINE CROSSING.  TURN RIGHT, EAST, ON ROAD FOR 0.60 KM (0.35 MI)
 OJ1100'TO A GATE ON THE LEFT.  TURN LEFT, NORTH, THROUGH GATE, ON PAVED ROAD
 OJ1100'FOR 0.13 KM (0.10 MI) TO A RAMP ON THE RIGHT. TURN RIGHT, EAST, ON
 OJ1100'RAMP, THEN, LEFT, NORTH, ON TAXI FOR A TOTAL OF 0.12 KM (0.05 MI) TO
 OJ1100'THE RUNWAY.  TURN LEFT, WEST, ALONG RUNWAY FOR 0.52 KM (0.30 MI) TO
 OJ1100'THE STATION ON THE RIGHT JUST PAST A RAMP ON THE LEFT.  ACCESS COVER
 OJ1100'IS FLUSH WITH THE GROUND.  STATION IS 8.7 M (28.5 FT) NORTH OF THE
 OJ1100'RUNWAY EDGE, 18.0 M (59.1 FT) WEST OF THE EXTENDED CENTER OF RAMP
 OJ1100'LEADING SOUTH, 29.3 M (96.1 FT) EAST-NORTHEAST OF THE CENTER OF RUNWAY
 OJ1100'AT PAVEMENT END, 26.3 M (86.3 FT) WEST OF THE CENTER ONE OF THREE
 OJ1100'RUNWAY END LIGHTS AT THE DISPLACED THRESHOLD, AND 1.2 M (3.9 FT) SOUTH
 OJ1100'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE8006 ***********************************************************************
 AE8006  DESIGNATION -  DAVIS NW 104
 AE8006  PID         -  AE8006
 AE8006  STATE/COUNTY-  MI/CHIPPEWA
 AE8006  COUNTRY     -  US
 AE8006  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 AE8006
 AE8006                         *CURRENT SURVEY CONTROL
 AE8006  ______________________________________________________________________
 AE8006* NAD 83(1986) POSITION- 46 30 12.7    (N) 084 21 15.9    (W)   HD_HELD2
 AE8006* NAVD 88 ORTHO HEIGHT -   184.713 (meters)      606.01  (feet) ADJUSTED
 AE8006  ______________________________________________________________________
 AE8006  GEOID HEIGHT    -        -36.634 (meters)                     GEOID18
 AE8006  DYNAMIC HEIGHT  -        184.724 (meters)      606.05  (feet) COMP
 AE8006  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 AE8006
 AE8006  VERT ORDER      -  SECOND    CLASS I
 AE8006
 AE8006.The horizontal coordinates were established by autonomous hand held GPS
 AE8006.observations and have an estimated accuracy of +/- 10 meters.
 AE8006
 AE8006.The orthometric height was determined by differential leveling and
 AE8006.adjusted by the NATIONAL GEODETIC SURVEY
 AE8006.in April 1998.
 AE8006
 AE8006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8006.GEOID18 height accuracy estimate available here.
 AE8006
 AE8006.Click photographs - Photos may exist for this station.
 AE8006
 AE8006.The dynamic height is computed by dividing the NAVD 88
 AE8006.geopotential number by the normal gravity value computed on the
 AE8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8006.degrees latitude (g = 980.6199 gals.).
 AE8006
 AE8006.The modeled gravity was interpolated from observed gravity values.
 AE8006
 AE8006;                    North         East    Units  Estimated Accuracy
 AE8006;SPC MI N     -   194,578.    8,203,013.      MT  (+/- 10 meters HH2 GPS)
 AE8006
 AE8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0298353396(NAD 83)
 AE8006
 AE8006                          SUPERSEDED SURVEY CONTROL
 AE8006
 AE8006.No superseded survey control is available for this station.
 AE8006
 AE8006_MARKER: DD = SURVEY DISK
 AE8006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE8006_SP_SET: LOCKS
 AE8006_STAMPING: DAVIS NW 104 1996
 AE8006_MARK LOGO: USACE
 AE8006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8006+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 AE8006
 AE8006  HISTORY     - Date     Condition        Report By
 AE8006  HISTORY     - 1996     MONUMENTED       USACE
 AE8006  HISTORY     - 19970806 GOOD             NOS
 AE8006  HISTORY     - 20180926 GOOD             CO-OPS
 AE8006  HISTORY     - 20220801 GOOD             CO-OPS
 AE8006
 AE8006                          STATION DESCRIPTION
 AE8006
 AE8006'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 AE8006'AT THE SOO LOCKS, ON THE NORTH SIDE OF THE DAVIS LOCK, NEAR 2 BLACK
 AE8006'TANKS WITH CONCRETE RETAINING WALLS SURROUNDING THEM, 18.10 M (59.38
 AE8006'FT) WEST OF THE CENTER OF THE LOCK GATE WALKWAY FOR DAVIS LOCK, 4.50 M
 AE8006'(14.76 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CONTROL
 AE8006'BUILDING, 0.60 M (1.97 FT) NORTHEAST OF THE FACE OF THE LOCK WALL,
 AE8006'BEING A COE SURVEY DISK SET FLUSH IN THE CONCRETE RETAINING WALL FOR
 AE8006'THE DAVIS LOCK.
 AE8006
 AE8006                          STATION RECOVERY (2018)
 AE8006
 AE8006'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (MTS)
 AE8006'RECOVERED AS DESCRIBED.
 AE8006'
 AE8006'NOTE-FOR ACCESS CONTACT THE CHIEF, ST. MARYS RIVER SECTION, ST. MARYS
 AE8006'FALLS CANAL AT 906-635-3477.
 AE8006
 AE8006                          STATION RECOVERY (2022)
 AE8006
 AE8006'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AE8006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DH7125 ***********************************************************************
 DH7125  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7125  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7125  DESIGNATION -  DAVISON CORS ARP
 DH7125  CORS_ID     -  MIDS
 DH7125  PID         -  DH7125
 DH7125  STATE/COUNTY-  MI/GENESEE
 DH7125  COUNTRY     -  US
 DH7125  USGS QUAD   -  DAVISON (2017)
 DH7125
 DH7125                         *CURRENT SURVEY CONTROL
 DH7125  ______________________________________________________________________
 DH7125* NAD 83(2011) POSITION- 43 02 59.84693(N) 083 31 10.97516(W)   ADJUSTED
 DH7125* NAD 83(2011) ELLIP HT-   213.976 (meters)        (04/??/25)   ADJUSTED
 DH7125* NAD 83(2011) EPOCH   -  2010.00
 DH7125* NAVD 88 ORTHO HEIGHT -   248.32  (meters)      814.7   (feet) GPS OBS
 DH7125  ______________________________________________________________________
 DH7125  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7125  GEOID HEIGHT    -        -34.240 (meters)                     GEOID03
 DH7125  GEOID HEIGHT    -        -34.299 (meters)                     GEOID18
 DH7125  NAD 83(2011) X  -    526,873.088 (meters)                     COMP
 DH7125  NAD 83(2011) Y  - -4,638,495.774 (meters)                     COMP
 DH7125  NAD 83(2011) Z  -  4,331,705.143 (meters)                     COMP
 DH7125
 DH7125  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7125  Standards:
 DH7125         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7125            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7125  -------------------------------------------------------------------
 DH7125  NETWORK    0.23   0.50           0.11   0.08   0.26     -0.09944400
 DH7125  -------------------------------------------------------------------
 DH7125
 DH7125.The coordinates were established by GPS observations
 DH7125.and adjusted by the National Geodetic Survey in April 2025.
 DH7125
 DH7125.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7125.been affixed to the stable North American Tectonic Plate. 
 DH7125
 DH7125.The coordinates are valid at the epoch date displayed above
 DH7125.which is a decimal equivalence of Year/Month/Day.
 DH7125
 DH7125.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7125.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7125.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7125.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7125.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7125.published epoch of 2010.00.
 DH7125
 DH7125.Additional information on MYCS is available at:
 DH7125.https://geodesy.noaa.gov/CORS/index.shtml
 DH7125
 DH7125.The orthometric height was determined by GPS observations and a
 DH7125.high-resolution geoid model using precise GPS observation and
 DH7125.processing techniques.
 DH7125
 DH7125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7125.GEOID18 height accuracy estimate available here.
 DH7125
 DH7125.The PID for the CORS L1 Phase Center is DR5944.
 DH7125
 DH7125.Click photographs - Photos may exist for this station.
 DH7125
 DH7125.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7125
 DH7125.The ellipsoidal height was determined by GPS observations
 DH7125.and is referenced to NAD 83.
 DH7125
 DH7125. The following values were computed from the NAD 83(2011) position.
 DH7125
 DH7125;                    North         East     Units Scale Factor Converg.
 DH7125;SPC MI S     -   172,513.046 4,068,997.951   MT  0.99991101   +0 34 35.0
 DH7125;SPC MI S     -   565,987.68 13,349,730.81   iFT  0.99991101   +0 34 35.0
 DH7125;UTM  17      - 4,769,443.890   294,784.018   MT  1.00011810   -1 43 14.3
 DH7125
 DH7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7125!SPC MI S     -   0.99996644  x   0.99991101  =   0.99987746
 DH7125!UTM  17      -   0.99996644  x   1.00011810  =   1.00008454
 DH7125
 DH7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9478469443(NAD 83)
 DH7125
 DH7125                          SUPERSEDED SURVEY CONTROL
 DH7125
 DH7125  NAD 83(2011)-  43 02 59.84717(N)    083 31 10.97523(W) AD(2010.00) c
 DH7125  ELLIP H (06/??/20)  213.987  (m)                       GP(2010.00) c c
 DH7125  NAD 83(2011)-  43 02 59.84716(N)    083 31 10.97541(W) AD(2010.00) c
 DH7125  ELLIP H (06/??/19)  213.995  (m)                       GP(2010.00) c c
 DH7125  NAD 83(2011)-  43 02 59.84723(N)    083 31 10.97504(W) AD(2010.00) c
 DH7125  NAD 83(2011)-  43 02 59.84712(N)    083 31 10.97519(W) AD(2010.00) c
 DH7125  ELLIP H (08/??/11)  213.983  (m)                       GP(2010.00) c c
 DH7125  NAD 83(CORS)-  43 02 59.84721(N)    083 31 10.97555(W) AD(2002.00) c
 DH7125  ELLIP H (11/??/05)  213.992  (m)                       GP(2002.00) c c
 DH7125
 DH7125.Superseded values are not recommended for survey control.
 DH7125
 DH7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7125.See file dsdata.pdf to determine how the superseded data were derived.
 DH7125
 DH7125_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7125
 DH7125                          STATION DESCRIPTION
 DH7125
 DH7125'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7125'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7125'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7125'AND LOG FILES ACCESSIBLE AT:
 DH7125'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1235 ***********************************************************************
 RJ1235  DESIGNATION -  DAWSON
 RJ1235  PID         -  RJ1235
 RJ1235  STATE/COUNTY-  MI/LUCE
 RJ1235  COUNTRY     -  US
 RJ1235  USGS QUAD   -  MUSKALLONGE LAKE SE (2017)
 RJ1235
 RJ1235                         *CURRENT SURVEY CONTROL
 RJ1235  ______________________________________________________________________
 RJ1235* NAD 83(1994) POSITION- 46 33 18.22117(N) 085 35 27.59270(W)   ADJUSTED
 RJ1235* NAVD 88 ORTHO HEIGHT -   237.9   (meters)      781.    (feet) VERTCON3
 RJ1235  ______________________________________________________________________
 RJ1235  GEOID HEIGHT    -        -35.835 (meters)                     GEOID18
 RJ1235  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 RJ1235  HORZ ORDER      -  THIRD
 RJ1235  VERT ORDER      -  THIRD ? (See Below)
 RJ1235
 RJ1235.The horizontal coordinates were established by classical geodetic methods
 RJ1235.and adjusted by the National Geodetic Survey in February 1997.
 RJ1235
 RJ1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1235
 RJ1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1235.GEOID18 height accuracy estimate available here.
 RJ1235
 RJ1235.The vertical order pertains to the NGVD 29 superseded value.
 RJ1235
 RJ1235.Click photographs - Photos may exist for this station.
 RJ1235
 RJ1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1235
 RJ1235. The following values were computed from the NAD 83(1994) position.
 RJ1235
 RJ1235;                    North         East     Units Scale Factor Converg.
 RJ1235;SPC MI N     -   197,878.528 8,108,034.425   MT  0.99991390   +1 01 06.3
 RJ1235;SPC MI N     -   649,207.77 26,601,162.81   iFT  0.99991390   +1 01 06.3
 RJ1235;UTM  16      - 5,156,685.918   608,005.622   MT  0.99974339   +1 01 23.1
 RJ1235
 RJ1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1235!SPC MI N     -   0.99996833  x   0.99991390  =   0.99988224
 RJ1235!UTM  16      -   0.99996833  x   0.99974339  =   0.99971173
 RJ1235
 RJ1235:                Primary Azimuth Mark                     Grid Az
 RJ1235:SPC MI N     -  DAWSON AZ MK                             177 40 28.4
 RJ1235:UTM  16      -  DAWSON AZ MK                             177 40 11.6
 RJ1235
 RJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0800556685(NAD 83)
 RJ1235
 RJ1235|---------------------------------------------------------------------|
 RJ1235| PID    Reference Object                     Distance      Geod. Az  |
 RJ1235|                                                           dddmmss.s |
 RJ1235| CH1041 DAWSON AZ MK                                       1784134.7 |
 RJ1235| CH1042 DAWSON RM 1                          19.252 METERS 18934     |
 RJ1235| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX.15.6 KM 2272222.2 |
 RJ1235| CH1043 DAWSON RM 2                          20.463 METERS 33802     |
 RJ1235|---------------------------------------------------------------------|
 RJ1235
 RJ1235                          SUPERSEDED SURVEY CONTROL
 RJ1235
 RJ1235  NAD 83(1986)-  46 33 18.21507(N)    085 35 27.58963(W) AD(       ) 3
 RJ1235  NAD 27      -  46 33 18.21824(N)    085 35 27.09033(W) AD(       ) 3
 RJ1235
 RJ1235.Superseded values are not recommended for survey control.
 RJ1235
 RJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1235.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1235
 RJ1235_MARKER: DS = TRIANGULATION STATION DISK
 RJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1235_STAMPING: DAWSON 1965
 RJ1235_MARK LOGO: CGS
 RJ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1235+STABILITY: SURFACE MOTION
 RJ1235
 RJ1235  HISTORY     - Date     Condition        Report By
 RJ1235  HISTORY     - 1965     MONUMENTED       CGS
 RJ1235
 RJ1235                          STATION DESCRIPTION
 RJ1235
 RJ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1235'STATION IS ABOUT 16 MILES NORTH-NORTHEAST OF MC MILLAN, 14-1/2 MILES
 RJ1235'NORTH-NORTHWEST OF NEWBERRY, IN SECTION 17, T 48 N, R 10 W, ON
 RJ1235'PROPERTY OWNED BY MR. RAY H. MATTHEWS.
 RJ1235'
 RJ1235'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON
 RJ1235'STATE ROUTE 123 FOR 4.3 MILES TO A PAVED ROAD LEFT (COUNTY ROAD 407).
 RJ1235'TURN LEFT, GO WEST AND NORTH ON PAVED AND GRAVELED ROAD FOR 12.6*
 RJ1235'MILES TO THE BRIDGE OVER DAWSON CREEK.  CONTINUE NORTH FOR 0.3 MILE TO
 RJ1235'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.5 MILE TO THE
 RJ1235'STATION ON THE RIGHT.
 RJ1235'
 RJ1235'STATION MARKS ARE STANDARD DISKS STAMPED DAWSON 1965.  THE SURFACE
 RJ1235'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1235'IS 3.9 FEET WEST OF A METAL WITNESS POST, 56 FEET EAST OF THE
 RJ1235'CENTERLINE OF THE ROAD AND 11 FEET SOUTH OF A 10-INCH PINE TREE.  THE
 RJ1235'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES
 RJ1235'BELOW THE SURFACE OF THE GROUND.
 RJ1235'
 RJ1235'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAWSON NO 1 1965, IS SET
 RJ1235'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 63 FEET
 RJ1235'SOUTH-SOUTHWEST OF THE METAL WITNESS POST, 3.5 FEET NORTHEAST OF A
 RJ1235'POWERLINE POLE, AND 43.5 FEET EAST OF THE CENTERLINE OF THE ROAD.
 RJ1235'
 RJ1235'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAWSON NO 2 1965, IS SET
 RJ1235'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 38 FEET
 RJ1235'EAST OF THE CENTERLINE OF THE ROAD AND 24 FEET WEST OF AN 8-INCH PINE
 RJ1235'TREE.
 RJ1235'
 RJ1235'AZIMUTH MARK, A STANDARD DISK STAMPED DAWSON 1965, IS SET IN A ROUND
 RJ1235'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2.5 FEET WEST OF A
 RJ1235'METAL WITNESS POST, 19 FEET EAST OF A POWERLINE POLE, AND 53 FEET EAST
 RJ1235'OF THE CENTER OF THE ROAD.
 RJ1235'
 RJ1235'*NOTE-DUE TO PAVING AND RE-ROUTING OF A SECTION OF COUNTY ROAD 407,
 RJ1235'THIS MILEAGE MAY NO LONGER BE EXACT.
 RJ1235'
 RJ1235'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0549 ***********************************************************************
 PM0549  DESIGNATION -  DAY FOREST ESTATE WATER TANK
 PM0549  PID         -  PM0549
 PM0549  STATE/COUNTY-  MI/LEELANAU
 PM0549  COUNTRY     -  US
 PM0549  USGS QUAD   -  GLEN HAVEN (2017)
 PM0549
 PM0549                         *CURRENT SURVEY CONTROL
 PM0549  ______________________________________________________________________
 PM0549* NAD 83(1994) POSITION- 44 53 20.30743(N) 086 00 09.82409(W)   ADJUSTED
 PM0549  ______________________________________________________________________
 PM0549  GEOID HEIGHT    -        -35.788 (meters)                     GEOID18
 PM0549  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 PM0549  HORZ ORDER      -  THIRD
 PM0549
 PM0549.The horizontal coordinates were established by classical geodetic methods
 PM0549.and adjusted by the National Geodetic Survey in February 1997.
 PM0549
 PM0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0549.GEOID18 height accuracy estimate available here.
 PM0549
 PM0549.Click photographs - Photos may exist for this station.
 PM0549
 PM0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0549
 PM0549. The following values were computed from the NAD 83(1994) position.
 PM0549
 PM0549;                    North         East     Units Scale Factor Converg.
 PM0549;SPC MI C     -   176,017.945 5,870,772.773   MT  0.99991316   -1 09 20.6
 PM0549;SPC MI C     -   577,486.70 19,261,065.53   iFT  0.99991316   -1 09 20.6
 PM0549;UTM  16      - 4,971,100.681   578,751.887   MT  0.99967626   +0 42 13.8
 PM0549
 PM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7875171100(NAD 83)
 PM0549
 PM0549                          SUPERSEDED SURVEY CONTROL
 PM0549
 PM0549  NAD 83(1986)-  44 53 20.31249(N)    086 00 09.81800(W) AD(       ) 3
 PM0549  NAD 27      -  44 53 20.31758(N)    086 00 09.47865(W) AD(       ) 3
 PM0549
 PM0549.Superseded values are not recommended for survey control.
 PM0549
 PM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0549.See file dsdata.pdf to determine how the superseded data were derived.
 PM0549
 PM0549_MARKER: 51 = TANK
 PM0549
 PM0549  HISTORY     - Date     Condition        Report By
 PM0549  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0549
 PM0549                          STATION DESCRIPTION
 PM0549
 PM0549'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0641 ***********************************************************************
 QL0641  DESIGNATION -  DAY RIVER USLS 1903
 QL0641  PID         -  QL0641
 QL0641  STATE/COUNTY-  MI/DELTA
 QL0641  COUNTRY     -  US
 QL0641  USGS QUAD   -  RAPID RIVER (2017)
 QL0641
 QL0641                         *CURRENT SURVEY CONTROL
 QL0641  ______________________________________________________________________
 QL0641* NAD 83(1994) POSITION- 45 53 40.03923(N) 086 58 52.92740(W)   ADJUSTED
 QL0641* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QL0641  ______________________________________________________________________
 QL0641  GEOID HEIGHT    -        -35.543 (meters)                     GEOID18
 QL0641  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QL0641  HORZ ORDER      -  SECOND
 QL0641
 QL0641.The horizontal coordinates were established by classical geodetic methods
 QL0641.and adjusted by the National Geodetic Survey in February 1997.
 QL0641
 QL0641.The orthometric height was scaled from a topographic map.
 QL0641
 QL0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0641.GEOID18 height accuracy estimate available here.
 QL0641
 QL0641.Click photographs - Photos may exist for this station.
 QL0641
 QL0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0641
 QL0641. The following values were computed from the NAD 83(1994) position.
 QL0641
 QL0641;                    North         East     Units Scale Factor Converg.
 QL0641;SPC MI N     -   123,495.086 8,001,445.875   MT  0.99992597   +0 00 48.5
 QL0641;SPC MI N     -   405,167.60 26,251,462.84   iFT  0.99992597   +0 00 48.5
 QL0641;UTM  16      - 5,082,321.034   501,445.404   MT  0.99960003   +0 00 48.2
 QL0641
 QL0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0641!SPC MI N     -   0.99997783  x   0.99992597  =   0.99990380
 QL0641!UTM  16      -   0.99997783  x   0.99960003  =   0.99957787
 QL0641
 QL0641:                Primary Azimuth Mark                     Grid Az
 QL0641:SPC MI N     -  GARTH RESET                              045 25 47.0
 QL0641:UTM  16      -  GARTH RESET                              045 25 47.3
 QL0641
 QL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0144582321(NAD 83)
 QL0641
 QL0641|---------------------------------------------------------------------|
 QL0641| PID    Reference Object                     Distance      Geod. Az  |
 QL0641|                                                           dddmmss.s |
 QL0641| QL0640 GARTH RESET                         APPROX. 1.9 KM 0452635.5 |
 QL0641|---------------------------------------------------------------------|
 QL0641
 QL0641                          SUPERSEDED SURVEY CONTROL
 QL0641
 QL0641  NAD 83(1986)-  45 53 40.03604(N)    086 58 52.92490(W) AD(       ) 2
 QL0641  NAD 27      -  45 53 40.15500(N)    086 58 52.41400(W) AD(       ) 2
 QL0641
 QL0641.Superseded values are not recommended for survey control.
 QL0641
 QL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0641.See file dsdata.pdf to determine how the superseded data were derived.
 QL0641
 QL0641
 QL0641  HISTORY     - Date     Condition        Report By
 QL0641  HISTORY     - 1903     MONUMENTED       USLS
 QL0641
 QL0641                          STATION DESCRIPTION
 QL0641
 QL0641'DESCRIBED BY US LAKE SURVEY 1903
 QL0641'ON WEST SHORE OF LITTLE BAY DE NOC, IMMEDIATELY NORTH OF MOUTH OF DAY
 QL0641'RIVER, ON FLAT SAND BAR AT
 QL0641'JUNCTION OF RIVER AND BAY, ABOUT 30 FEET FROM EACH, 30 FEET NORTHWEST
 QL0641'OF OLD ROCK-FILLED CRIB, AND
 QL0641'3,000 FEET S. 20 DEG W. FROM DOCK AT MASONVILLE.  MARKED
 QL0641'BY COPPER BOLT IN CONCRETE BLOCK 6 BY 6 BY 18
 QL0641'INCHES, TOP FLUSH WITH SURFACE OF
 QL0641'GROUND, AND MARKED U.S. 1903.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1660 ***********************************************************************
 NF1660  DESIGNATION -  DE JUNGE
 NF1660  PID         -  NF1660
 NF1660  STATE/COUNTY-  MI/OTTAWA
 NF1660  COUNTRY     -  US
 NF1660  USGS QUAD   -  ALLENDALE (2017)
 NF1660
 NF1660                         *CURRENT SURVEY CONTROL
 NF1660  ______________________________________________________________________
 NF1660* NAD 83(1994) POSITION- 42 57 37.19897(N) 085 59 35.96337(W)   ADJUSTED
 NF1660* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 NF1660  ______________________________________________________________________
 NF1660  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 NF1660  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 NF1660  HORZ ORDER      -  FIRST
 NF1660
 NF1660.The horizontal coordinates were established by classical geodetic methods
 NF1660.and adjusted by the National Geodetic Survey in February 1997.
 NF1660
 NF1660.The orthometric height was scaled from a topographic map.
 NF1660
 NF1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1660.GEOID18 height accuracy estimate available here.
 NF1660
 NF1660.Click photographs - Photos may exist for this station.
 NF1660
 NF1660.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1660
 NF1660. The following values were computed from the NAD 83(1994) position.
 NF1660
 NF1660;                    North         East     Units Scale Factor Converg.
 NF1660;SPC MI S     -   163,492.265 3,867,296.065   MT  0.99990774   -1 06 25.2
 NF1660;SPC MI S     -   536,391.95 12,687,979.22   iFT  0.99990774   -1 06 25.2
 NF1660;UTM  16      - 4,756,901.444   582,105.641   MT  0.99968293   +0 41 09.9
 NF1660
 NF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1660!SPC MI S     -   0.99997439  x   0.99990774  =   0.99988213
 NF1660!UTM  16      -   0.99997439  x   0.99968293  =   0.99965733
 NF1660
 NF1660:                Primary Azimuth Mark                     Grid Az
 NF1660:SPC MI S     -  COOPERSVILLE MUNICIPAL TANK              025 30 22.0
 NF1660:UTM  16      -  COOPERSVILLE MUNICIPAL TANK              023 42 46.9
 NF1660
 NF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8210556901(NAD 83)
 NF1660
 NF1660|---------------------------------------------------------------------|
 NF1660| PID    Reference Object                     Distance      Geod. Az  |
 NF1660|                                                           dddmmss.s |
 NF1660| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX.12.5 KM 0242356.8 |
 NF1660| NF1775 DE JUNGE RM 1                        22.863 METERS 04201     |
 NF1660| NF1776 DE JUNGE RM 3                        26.024 METERS 13819     |
 NF1660| CH0967 DE JUNGE RM 2                        26.064 METERS 13945     |
 NF1660| NF1659 PTS 108 Y                           328.247 METERS 17405     |
 NF1660| NG0704 ZEELAND MEAD JOHNSON CO TANK        APPROX.16.4 KM 1822835.3 |
 NF1660| NG0703 ZEELAND MUNICIPAL TANK W SIDE       APPROX.16.8 KM 1904900.7 |
 NF1660| NF1661 DE JUNGE AZ MK                      344.161 METERS 20439     |
 NF1660| NG0708 HOLLAND MUNICIPAL STANDPIPE         APPROX.20.7 KM 2054107.9 |
 NF1660|---------------------------------------------------------------------|
 NF1660
 NF1660                          SUPERSEDED SURVEY CONTROL
 NF1660
 NF1660  NAD 83(1986)-  42 57 37.20162(N)    085 59 35.97395(W) AD(       ) 1
 NF1660  NAD 27      -  42 57 37.11800(N)    085 59 35.81700(W) AD(       ) 1
 NF1660
 NF1660.Superseded values are not recommended for survey control.
 NF1660
 NF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1660.See file dsdata.pdf to determine how the superseded data were derived.
 NF1660
 NF1660_MARKER: DS = TRIANGULATION STATION DISK
 NF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1660_STAMPING: DEJUNGE 1932
 NF1660_MARK LOGO: CGS
 NF1660_PROJECTION: FLUSH
 NF1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1660+STABILITY: SURFACE MOTION
 NF1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1660+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 NF1660
 NF1660  HISTORY     - Date     Condition        Report By
 NF1660  HISTORY     - 1932     MONUMENTED       CGS
 NF1660  HISTORY     - 1934     GOOD             CGS
 NF1660  HISTORY     - 1964     GOOD             USLS
 NF1660  HISTORY     - 1978     GOOD             NGS
 NF1660  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NF1660  HISTORY     - 1980     GOOD             LOCENG
 NF1660  HISTORY     - 19841010 GOOD             NGS
 NF1660  HISTORY     - 19841012 GOOD             NGS
 NF1660  HISTORY     - 20041014 GOOD             INDIV
 NF1660
 NF1660                          STATION DESCRIPTION
 NF1660
 NF1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1660'ABOUT 13 MILES NORTHEAST OF HOLLAND, 14 MILES SOUTHEAST OF GRAND
 NF1660'HAVEN, 2 MILES SOUTHWEST OF ALLENDALE, ON WEST EDGE OF PROPERTY OWNED
 NF1660'BY HENRY DE JUNGE, IN SW 1/4 SEC.  29, T. 7 N., R. 14 W., ALLENDALE
 NF1660'TOWNSHIP, ON NARROW STRIP OF LAND BETWEEN COUNTY ROAD AND CULTIVATED
 NF1660'FIELD OCCUPIED BY LONG ROW OF MAPLE TREES, 29 FEET WEST OF CENTER LINE
 NF1660'OF ROAD, 19 FEET SOUTH OF 30-INCH MAPLE TREE, AND 18 FEET NORTH OF
 NF1660'BLAZED 9-INCH MAPLE TREE.
 NF1660'
 NF1660'TO REACH FROM HOLLAND, GO NORTH 13.4 MILES ON U.S. ROUTE 31 TO
 NF1660'JUNCTION WITH ROUTE M-50, TURN EAST ONTO ROUTE M-50, CONTINUE 9.4
 NF1660'MILES TO CROSSROADS, TURN SOUTH ONTO NARROW ROAD, AND GO 0.8 MILE TO
 NF1660'STATION SITE.  COUNTY ROAD IS NARROW AND RUNS MOSTLY NORTH AND SOUTH.
 NF1660'THERE IS CROSSROAD 0.8 MILE NORTH OF STATION AND ANOTHER 0.15 MILE TO
 NF1660'SOUTH.
 NF1660'
 NF1660'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1660'CONCRETE.  UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND AZIMUTH
 NF1660'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NF1660'
 NF1660'NO. 1 PROJECTS 3 INCHES, AND IS 24 FEET EAST OF CENTER LINE OF ROAD,
 NF1660'56 FEET EAST OF SECOND MAPLE TREE NORTH OF STATION, AND 75.00 FEET
 NF1660'FROM STATION N 42 DEG 02 MIN E.
 NF1660'
 NF1660'NO. 2 PROJECTS 3 INCHES, AND IS 25 FEET EAST OF CENTER LINE OF ROAD,
 NF1660'58 FEET EAST OF THIRD MAPLE TREE SOUTH OF STATION, AND 85.51 FEET FROM
 NF1660'STATION S 40 DEG 15 MIN E.
 NF1660'
 NF1660'AZIMUTH MARK PROJECTS 4 INCHES, AND IS 0.1 MILE WEST OF CROSSROADS, ON
 NF1660'TOP OF SMALL KNOLL, 35 FEET NORTH OF CENTER LINE OF EAST-AND-WEST
 NF1660'COUNTY ROAD, 9 FEET WEST OF 30-INCH MAPLE TREE, 1 FOOT SOUTH OF FENCE
 NF1660'LINE, 15 FEET NORTH OF 8-INCH OAK TREE NEAR EDGE OF ROAD, AND
 NF1660'APPROXIMATELY 0.3 MILE FROM STATION S 24 DEG 39 MIN W.  PRIMARY
 NF1660'TRAVERSE STATION NO. 108 Y (U.S.G.S.) IS 328.2458 METERS (1,076.920
 NF1660'FEET) FROM STATION S 5 DEG 45 MIN E.
 NF1660
 NF1660                          STATION RECOVERY (1964)
 NF1660
 NF1660'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 NF1660'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1660'
 NF1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 13 MILES NORTHEAST
 NF1660'OF HOLLAND
 NF1660
 NF1660                          STATION RECOVERY (1978)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NF1660'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 NF1660'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING TO THE SOUTH AND
 NF1660'LOOSE IN THE GROUND.  THE DISK WAS SALVAGED AND REFERENCE MARK 3 WAS
 NF1660'SET AND ESTABLISHED.  PRIM TRAV STATION NO 108 Y (USGS) WAS NOT
 NF1660'RECOVERED AND ASSUMED DESTROYED BY ROAD EQUIPMENT.  THE DIRECTION TO
 NF1660'REFERENCE MARK 1 CHECKED AND THE DISTANCE WAS SHORTER BY 0.02 FOOT.  A
 NF1660'NEW DESCRIPTION FOLLOWS--
 NF1660'
 NF1660'THE STATION IS ABOUT 13 MILES NORTHEAST OF HOLLAND, 2 MILES SOUTHWEST
 NF1660'OF ALLENDALE AND ON THE ROAD RIGHT-OF-WAY.  IT IS 31 FEET WEST OF THE
 NF1660'CENTERLINE OF 84TH AVENUE, 19 FEET SOUTH SOUTHEAST OF A 26 INCH MAPLE
 NF1660'TREE, 16 FEET NORTH NORTHEAST OF A 18 INCH MAPLE TREE WITH A TRIANGLE
 NF1660'BLAZE, 7 FEET EAST OF A FENCE AND 1-FOOT SOUTH OF A METAL WITNESS
 NF1660'POST.  THE MARK IS FLUSH AND THE DISK STAMPED DEJUNGE 1932.
 NF1660'
 NF1660'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 NF1660'1-FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 NF1660'STAMPED DEJUNGE NO 1 1932.
 NF1660'
 NF1660'REFERENCE MARK 3 IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 NF1660'2-FEET NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 1-INCH AND
 NF1660'THE DISK STAMPED DEJUNGE 1932 NO 3 1978.
 NF1660'
 NF1660'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF PIERCE STREET,
 NF1660'8 FEET WEST OF A 36 INCH MAPLE TREE AND 1-FOOT EAST OF A METAL WITNESS
 NF1660'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED DEJUNGE 1932
 NF1660'AZIMUTH.
 NF1660'
 NF1660'TO REACH THE STATION FROM THE POST OFFICE IN ALLENDALE, GO WEST ON
 NF1660'M-45 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON 84TH
 NF1660'AVENUE FOR 0.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1660'
 NF1660'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH FOR 0.2
 NF1660'MILE TO PIERCE STREET.  TURN RIGHT AND GO WEST ON PIERCE STREET FOR
 NF1660'0.1 MILE TO THE MARK ON THE RIGHT.
 NF1660'
 NF1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST OF
 NF1660'ALLENDALE.
 NF1660'
 NF1660'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1660
 NF1660                          STATION RECOVERY (1980)
 NF1660
 NF1660'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1660'THE STATION WAS SEARCHED FOR AND NOT FOUND.
 NF1660
 NF1660                          STATION RECOVERY (1980)
 NF1660
 NF1660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DGH)
 NF1660'DEJUNGE 1932 RECOVERED GOOD - FLUSH WITH GROUND.
 NF1660'
 NF1660'DEJUNGE AZIMUTH 1932 RECOVERED GOOD - 6 INCHES ABOVE GROUND.
 NF1660'
 NF1660'REF. NO. 1 - 1932 RECOVERED GOOD.
 NF1660'
 NF1660'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE SOUTH AND 2 MILES
 NF1660'WEST OF ALLENDALE, MICHIGAN.
 NF1660
 NF1660                          STATION RECOVERY (1984)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF1660'STATION IS LOCATED IN QUAD. 420854, ABOUT 22.5 KM (13.98 MI)
 NF1660'SOUTHEAST OF GRAND HAVEN, 20.9 KM (12.99 MI) NORTHEAST OF HOLLAND, 3.2
 NF1660'KM (1.99 MI) SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH
 NF1660'AVENUE.  STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 NF1660'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 NF1660'REFERENCE MARK 1 CHECKED THE OLD DATA.  NO DATA WAS AVAILABLE AT THIS
 NF1660'TIME TO CHECK THE DISTANCE AND DIRECTION TO REFERENCE MARK 3.
 NF1660'
 NF1660'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY M-45,
 NF1660'ABOUT 21.7 KM (13.48 MI) NORTH OF HOLLAND, GO EAST ON M-45 FOR 15.1 KM
 NF1660'(9.38 MI) TO A CROSSROAD, (84TH AVENUE).  TURN RIGHT AND GO SOUTH ON
 NF1660'84TH AVENUE FOR 1.29 KM (0.80 MI) TO THE STATION ON THE RIGHT AS
 NF1660'DESCRIBED.
 NF1660'
 NF1660'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 8.84 M
 NF1660'(29.00 FT) WEST FROM THE CENTER OF 84TH AVENUE, 5.8 M (19.03 FT)
 NF1660'SOUTH FROM A 34 INCH MAPLE TREE, 5.5 M (18.04 FT) NORTH FROM A 30 INCH
 NF1660'MAPLE TREE, 2.44 M (8.01 FT) EAST FROM A NORTH-SOUTH FENCE LINE AND
 NF1660'0.46 M (1.51 FT) SOUTH FROM A METAL WITNESS POST.
 NF1660'
 NF1660'A TRAVERSE CONNECTION WAS MADE TO STATION DEJUNGE 1932 AZIMUTH USING
 NF1660'ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF TARGET SHOWN ABOVE
 NF1660'THE MARK WAS 1.5 METERS.  RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC
 NF1660'ADVISOR - MICHIGAN.
 NF1660
 NF1660                          STATION RECOVERY (1984)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NF1660'THE STATION MARK REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 NF1660'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1660'MARK 1 CHECKED THE OLD DATA.  NO DATA WAS AVAILABLE AT THIS TIME TO
 NF1660'CHECK TO REFERENCE MARK 3.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NF1660'
 NF1660'THE STATION IS LOCATED ABOUT 14 MILES (22.5 KM) SOUTHEAST OF GRAND
 NF1660'HAVEN, 13 MILES (20.9 KM) NORTHEAST OF NOLLAND, 2 MILES (3.2 KM)
 NF1660'SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH AVENUE.
 NF1660'
 NF1660'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 31 AND STATE
 NF1660'HIGHWAY M 45 ABOUT 13 1/2 MILES NORTH OF HOLLAND, GO EAST ON M 45 FOR
 NF1660'9.4 MILES (15.1 KM) TO A CROSSROAD 84TH AVENUE.  TURN RIGHT AND GO
 NF1660'SOUTH ON 84TH AVENUE FOR 0.8 MILE (1.3 KM) TO STATION ON RIGHT AS
 NF1660'DESCRIBED.
 NF1660'
 NF1660'THE STATION IS A STANDARD CGS DISK STAMPED--DE JUNGE 1932--, SET INTO
 NF1660'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 NF1660'FLUSH WITH GROUND.
 NF1660'
 NF1660'THE STATION IS LOCATED 8.839 METERS (28.999 FT) WEST FROM THE
 NF1660'CENTERLINE OF 84TH AVENUE, 5.791 METERS (18.999 FT) SOUTH FROM A 34
 NF1660'INCH MAPLE TREE, 5.486 METERS (17.999 FT) NORTH FROM A 30 INCH MAPLE
 NF1660'TREE, 2.438 METERS (7.999 FT) EAST FROM A NORTH SOUTH FENCE LINE AND
 NF1660'0.457 METERS (1.499 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 NF1660'
 NF1660'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DE JUNGE NO 1
 NF1660'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 NF1660'(36 CM) IN DIAMETER, FLUSH WITH GROUND.
 NF1660'
 NF1660'THE STATION IS LOCATED 7.315 METERS METERS (23.999 FT) EAST FROM THE
 NF1660'CENTERLINE OF 84TH AVENUE AND 0.457 METERS (1.499 FT) SOUTH FROM A
 NF1660'METAL WITNESS POST WITH SIGN AND 0.9 METERS (3.0 FT) LOWER THAN THE
 NF1660'STATION.
 NF1660'
 NF1660'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DE JUNGE 1932 NO 3
 NF1660'1978--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 NF1660'(30 CM) IN DIAMETER, FLUSH WITH GROUND.
 NF1660'
 NF1660'THE STATION IS LOCATED 7.163 METERS (23.501 FT) EAST FROM THE
 NF1660'CENTERLINE OF 84TH AVENUE, 17.831 METERS (58.501 FT) EAST FROM THE
 NF1660'THIRD MAPLE TREE SOUTH OF STATION AND 0.914 METERS (2.999 FT) NORTH
 NF1660'FROM A METAL WITNESS POST WITH SIGN AND 0.3 METERS (1.0 FT) LOWER THAN
 NF1660'THE STATION.
 NF1660'
 NF1660'THE STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED--DE JUNGE
 NF1660'1932 AZIMUTH MARK--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 NF1660'INCHES (36 CM) IN DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE
 NF1660'GROUND.  LOCATED 49.0 FT (14.9 M) EAST FROM A 30 INCH MAPLE TREE 32.5
 NF1660'FT (9.9 M) NORTH FROM THE CENTERLINE OF PIERCE STREET 8.5 FT (2.6 M)
 NF1660'WEST FROM A 36 INCH MAPLE TREE AND 1.5 FT (0.5 M) EAST FROM A METAL
 NF1660'WITNESS POST AND SIGN.  A TRAVERSE CONNECTION WAS MADE TO STATION DE
 NF1660'JUNGE 1932 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1660'
 NF1660'THE STATION IS LOCATED ABOUT 14.0 MILES (22.5 KM) SOUTHEAST OF GRAND
 NF1660'HAVEN, 13.0 MILES (20.9 KM) NORTHEAST OF HOLLAND 2.0 MILES (3.2 KM),
 NF1660'SOUTHWEST OF ALLENDALE ALONG THE NORTH SIDE OF PIERCE STREET AND ON
 NF1660'HIGHWAY RIGHT OF WAY.
 NF1660'
 NF1660'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 31 AND STATE
 NF1660'HIGHWAY M 45 ABOUT 13.5 MILES (21.7 KM) NORTH OF HOLLAND, GO EAST ON M
 NF1660'45 FOR 9.4 MILES (15.1 KM) TO A CROSSROAD 84TH AVENUE.  TURN RIGHT AND
 NF1660'GO SOUTH ON 84TH AVENUE FOR 0.8 MILES (1.3 KM) TO TRIANGLATION STATION
 NF1660'DE JUNGE 1954 ON RIGHT.  CONTINUE SOUTH ON 84TH AVENUE FOR 0.15 MILES
 NF1660'(0.24 KM) TO A CROSSROAD, PIERCE STREET.  TURN RIGHT AND GO WEST ON
 NF1660'PIERCE STREET FOR 0.15 MILES (0.24 KM) TO STATION ON THE RIGHT AS
 NF1660'DESCRIBED.
 NF1660
 NF1660                          STATION RECOVERY (2004)
 NF1660
 NF1660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF1660'29 FEET W OF CENTERLINE 84TH AVE. 19 FEET SOUTH OF 44 INCH MAPLE AND
 NF1660'18 FEET N OF BLAZED TRIANGLE IN 25 INCH MAPLE. MARK ON TREE WAS RE
 NF1660'BLAZED.
 NF1660'
 NF1660'M-45 IS CROSSROAD TO NORTH, PIERCE ST. IS CROSSROAD TO SOUTH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1661 ***********************************************************************
 NF1661  DESIGNATION -  DE JUNGE AZ MK
 NF1661  PID         -  NF1661
 NF1661  STATE/COUNTY-  MI/OTTAWA
 NF1661  COUNTRY     -  US
 NF1661  USGS QUAD   -  ALLENDALE (2017)
 NF1661
 NF1661                         *CURRENT SURVEY CONTROL
 NF1661  ______________________________________________________________________
 NF1661* NAD 83(1994) POSITION- 42 57 27.06199(N) 085 59 42.29473(W)   ADJUSTED
 NF1661* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 NF1661  ______________________________________________________________________
 NF1661  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 NF1661  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 NF1661  HORZ ORDER      -  SECOND
 NF1661
 NF1661.The horizontal coordinates were established by classical geodetic methods
 NF1661.and adjusted by the National Geodetic Survey in February 1997.
 NF1661
 NF1661.The orthometric height was scaled from a topographic map.
 NF1661
 NF1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1661.GEOID18 height accuracy estimate available here.
 NF1661
 NF1661.Click photographs - Photos may exist for this station.
 NF1661
 NF1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1661
 NF1661. The following values were computed from the NAD 83(1994) position.
 NF1661
 NF1661;                    North         East     Units Scale Factor Converg.
 NF1661;SPC MI S     -   163,182.311 3,867,146.557   MT  0.99990768   -1 06 29.5
 NF1661;SPC MI S     -   535,375.04 12,687,488.70   iFT  0.99990768   -1 06 29.5
 NF1661;UTM  16      - 4,756,587.034   581,965.936   MT  0.99968265   +0 41 05.4
 NF1661
 NF1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1661!SPC MI S     -   0.99997446  x   0.99990768  =   0.99988214
 NF1661!UTM  16      -   0.99997446  x   0.99968265  =   0.99965712
 NF1661
 NF1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8196556587(NAD 83)
 NF1661
 NF1661                          SUPERSEDED SURVEY CONTROL
 NF1661
 NF1661  NAD 83(1986)-  42 57 27.06460(N)    085 59 42.30536(W) AD(       ) 2
 NF1661  NAD 27      -  42 57 26.98100(N)    085 59 42.14860(W) AD(       ) 2
 NF1661
 NF1661.Superseded values are not recommended for survey control.
 NF1661
 NF1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1661.See file dsdata.pdf to determine how the superseded data were derived.
 NF1661
 NF1661_MARKER: DR = REFERENCE MARK DISK
 NF1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1661_STAMPING: DEJUNGE 1932 AZIMUTH
 NF1661_MARK LOGO: CGS
 NF1661_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1661+STABILITY: SURFACE MOTION
 NF1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1661+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1984
 NF1661
 NF1661  HISTORY     - Date     Condition        Report By
 NF1661  HISTORY     - 1932     MONUMENTED       CGS
 NF1661  HISTORY     - 19841010 GOOD             NGS
 NF1661  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF1661
 NF1661                          STATION DESCRIPTION
 NF1661
 NF1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1661'STATION IS LOCATED IN QUAD. 420854, ABOUT 22.5 KM (13.98 MI) SOUTHEAST
 NF1661'OF GRAND HAVEN, 20.9 KM (12.99 MI) NORTHEAST OF HOLLAND, 3.2 KM
 NF1661'(1.99 MI) SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH AVENUE.
 NF1661'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY M-45,
 NF1661'ABOUT 21.7 KM (13.48 MI) NORTH OF HOLLAND, GO EAST ON M-45 FOR 15.1
 NF1661'KM (9.38 MI) TO A CROSSROAD, (84TH AVENUE).  TURN RIGHT AND GO SOUTH
 NF1661'ON 84TH AVENUE FOR 1.29 KM (0.80 MI) TO THE STATION ON THE RIGHT AS
 NF1661'DESCRIBED.
 NF1661'AZIMUTH MARK 1 IS SET PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT
 NF1661'IS LOCATED 14.935 M (48.999 FT) EAST FROM A 30 INCH MAPLE TREE, 9.906
 NF1661'M (32.500 FT) NORTH FROM THE CENTER OF PIERCE STREET, 2.591 M
 NF1661'(8.501 FT) WEST FROM A 36 INCH MAPLE TREE AND 0.46 M (1.51 FT) EAST
 NF1661'FROM A METAL WITNESS POST.
 NF1661'A TRAVERSE CONNECTION WAS MADE TO STATION DEJUNCE 1932 USING
 NF1661'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1661'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1661'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1661
 NF1661                          STATION RECOVERY (2004)
 NF1661
 NF1661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF1661'AREA OF MARK FALL IN A FARMED FIELD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0513 ***********************************************************************
 OK0513  DESIGNATION -  DE SHONE
 OK0513  PID         -  OK0513
 OK0513  STATE/COUNTY-  MI/SAGINAW
 OK0513  COUNTRY     -  US
 OK0513  USGS QUAD   -  SHIELDS (2017)
 OK0513
 OK0513                         *CURRENT SURVEY CONTROL
 OK0513  ______________________________________________________________________
 OK0513* NAD 83(1994) POSITION- 43 29 03.97157(N) 084 02 03.77302(W)   ADJUSTED
 OK0513* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 OK0513  ______________________________________________________________________
 OK0513  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 OK0513  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 OK0513  HORZ ORDER      -  FIRST
 OK0513
 OK0513.The horizontal coordinates were established by classical geodetic methods
 OK0513.and adjusted by the National Geodetic Survey in February 1997.
 OK0513
 OK0513.The orthometric height was scaled from a topographic map.
 OK0513
 OK0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0513.GEOID18 height accuracy estimate available here.
 OK0513
 OK0513.Click photographs - Photos may exist for this station.
 OK0513
 OK0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0513
 OK0513. The following values were computed from the NAD 83(1994) position.
 OK0513
 OK0513;                    North         East     Units Scale Factor Converg.
 OK0513;SPC MI S     -   220,485.464 4,026,879.929   MT  0.99996158   +0 13 34.1
 OK0513;SPC MI S     -   723,377.51 13,211,548.32   iFT  0.99996158   +0 13 34.1
 OK0513;UTM  16      - 4,818,885.985   739,820.837   MT  1.00030752   +2 02 30.4
 OK0513;UTM  17      - 4,819,086.540   254,618.242   MT  1.00034071   -2 05 21.0
 OK0513
 OK0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0513!SPC MI S     -   0.99997498  x   0.99996158  =   0.99993656
 OK0513!UTM  16      -   0.99997498  x   1.00030752  =   1.00028249
 OK0513!UTM  17      -   0.99997498  x   1.00034071  =   1.00031568
 OK0513
 OK0513:                Primary Azimuth Mark                     Grid Az
 OK0513:SPC MI S     -  DE SHONE AZ MK 1                         316 18 56.2
 OK0513:UTM  16      -  DE SHONE AZ MK 1                         314 29 59.9
 OK0513:UTM  17      -  DE SHONE AZ MK 1                         318 37 51.3
 OK0513
 OK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3982018885(NAD 83)
 OK0513
 OK0513|---------------------------------------------------------------------|
 OK0513| PID    Reference Object                     Distance      Geod. Az  |
 OK0513|                                                           dddmmss.s |
 OK0513| CH0969 DE SHONE AZ MK 2                                   0003528.7 |
 OK0513| CH0970 DE SHONE RM 1                        34.964 METERS 00631     |
 OK0513| OJ1069 FRANKENLUST ST PAULS LUTH CH        APPROX.11.5 KM 0401526.9 |
 OK0513| OJ1067 BAY CITY COLUMBIA SUGAR CO STK      APPROX.13.7 KM 0425442.9 |
 OK0513| OJ1062 BAY CITY CITY HALL                  APPROX.16.9 KM 0440930.9 |
 OK0513| OJ1059 BAY CITY EASTERN HS DOME            APPROX.17.4 KM 0481532.5 |
 OK0513| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX.16.3 KM 0491229.6 |
 OK0513| OJ1065 BAY CITY ST STAN CH S STEEPLE       APPROX.16.3 KM 0491523.9 |
 OK0513| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX. 9.9 KM 1124249.1 |
 OK0513| OJ1042 SAGINAW SACRED HEART CHURCH         APPROX.10.8 KM 1255040.8 |
 OK0513| CH0971 DE SHONE RM 2                        28.621 METERS 27438     |
 OK0513| CH0968 DE SHONE AZ MK 1                                   3163230.3 |
 OK0513|---------------------------------------------------------------------|
 OK0513
 OK0513                          SUPERSEDED SURVEY CONTROL
 OK0513
 OK0513  NAD 83(1986)-  43 29 03.96025(N)    084 02 03.79568(W) AD(       ) 1
 OK0513  NAD 27      -  43 29 03.86628(N)    084 02 03.87583(W) AD(       ) 1
 OK0513
 OK0513.Superseded values are not recommended for survey control.
 OK0513
 OK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0513.See file dsdata.pdf to determine how the superseded data were derived.
 OK0513
 OK0513_MARKER: DS = TRIANGULATION STATION DISK
 OK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0513_STAMPING: DE SHONE 1932
 OK0513_MARK LOGO: CGS
 OK0513_PROJECTION: FLUSH
 OK0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0513+STABILITY: SURFACE MOTION
 OK0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0513+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2001
 OK0513
 OK0513  HISTORY     - Date     Condition        Report By
 OK0513  HISTORY     - 1932     MONUMENTED       CGS
 OK0513  HISTORY     - 1948     GOOD             CGS
 OK0513  HISTORY     - 1955     GOOD             CGS
 OK0513  HISTORY     - 1980     GOOD             MIDH
 OK0513  HISTORY     - 19910108 GOOD             LOCENG
 OK0513  HISTORY     - 19940508 GOOD             USPSQD
 OK0513  HISTORY     - 20010227 GOOD             OHM
 OK0513  HISTORY     - 20010808 GOOD             NGS
 OK0513
 OK0513                          STATION DESCRIPTION
 OK0513
 OK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0513'ABOUT 5 MILES NORTHWEST OF SAGINAW, 4-3/4 MILES SOUTHEAST OF FREELAND,
 OK0513'ABOUT 1/4 MILE NORTH OF CROSSROADS AT LAWNDALE, ON LAND OWNED BY E.D.
 OK0513'DE SHONE, IN BARNYARD JUST NORTH OF HOUSE, 100 FEET NORTH-NORTHEAST OF
 OK0513'NORTHEAST CORNER OF HOUSE, 41 FEET WEST OF CENTER LINE OF ROAD, 17
 OK0513'FEET WEST OF FENCE, 18 FEET NORTH OF FENCE, AND 89 FEET EAST OF EAST
 OK0513'EDGE OF CONCRETE SILO BASE.
 OK0513'
 OK0513'TO REACH FROM JUNCTION OF U.S. ROUTE 10 AND ROUTE M-47 IN SAGINAW, GO
 OK0513'NORTH 1.0 MILE ON ROUTE M-47 TO CROSSROADS WITH SCHOOL IN NORTHWEST
 OK0513'CORNER JUST NORTH OF RAILROAD CROSING, PROCEED WEST 3.0 MILES ON
 OK0513'GRAVEL ROAD TO T-INTERSECTION, PROCEED NORTH 2.0 MILES ON GRAVEL ROAD
 OK0513'TO CROSSROAD AT LAWNDALE JUST NORTH OF RAILROAD CROSSING, AND CONTINUE
 OK0513'NORTH ABOUT 0.25 MILE TO DE SHONES BUFF-COLORED BRICK HOUSE.
 OK0513'
 OK0513'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0513'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 OK0513'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0513'NOTE 11A.
 OK0513'
 OK0513'NO 1 PROJECTS 10 INCHES, IS 23 FEET WEST OF CENTER LINE OF ROAD, 1
 OK0513'FOOT WEST OF FENCE, 43 FEET NORTH OF FENCE IN LINE WITH NORTH SIDE OF
 OK0513'BARN, AND 114.71 FEET FROM STATION IN AZIMUTH 186 DEG. 31 MIN.
 OK0513'
 OK0513'NO. 2 PROJECTS 3 INCHES, IS 1 FOOT SOUTH OF SOUTH EDGE OF CONCRETE
 OK0513'SILO BASE, AND 93.90 FEET FROM STATION IN AZIMUTH 94 DEG 38 MIN
 OK0513'
 OK0513'AZIMUTH MARK PROJECTS 6 INCHES, IS 23 FEET EAST OF CENTER LINE OF
 OK0513'ROAD, 1 FOOT WEST OF FENCE, 24 FEET SOUTH OF FENCE CORNER, ABOUT 100
 OK0513'FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, AND APPROXIMATELY 0.3
 OK0513'MILE FROM STATION IN AZIMUTH 180 DEG. 35 MIN. 27 SEC.
 OK0513'
 OK0513'SPIRE OF SMALL WOODEN CHURCH IS ABOUT 1 MILE FROM STATION IN AZIMUTH
 OK0513'136 DEG. 32 MIN.  29 SEC.
 OK0513
 OK0513                          STATION RECOVERY (1948)
 OK0513
 OK0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 OK0513'STATION IN EXCELLENT CONDITION.  RECOVERED AS DESCRIBED.
 OK0513'
 OK0513'REFERENCE MARKS NO. 1 AND NO. 2 ARE IN EXCELLENT CONDITION.  RECOVERED
 OK0513'AS DESCRIBED.
 OK0513'
 OK0513'REFERENCE MARK NO. 3 IS TILTED SLIGHTLY OUT OF POSITION.
 OK0513
 OK0513                          STATION RECOVERY (1955)
 OK0513
 OK0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 OK0513'ALL MARKS WERE RECOVERED AS DESCRIBED.  RM NO 1 IS TILTED AND IS ON
 OK0513'THE EDGE OF A DITCH.  ALL OTHER MARKS WERE RECOVERED IN GOOD
 OK0513'CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (1980)
 OK0513
 OK0513'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0513'THE STATION WAS FOUND IN GOOD CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (1991)
 OK0513
 OK0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0513'FOUND STATION IN GOOD CONDITION IN SMALL WOODLOT.  PLACED CARSONITE
 OK0513'POST ALONGSIDE.
 OK0513
 OK0513                          STATION RECOVERY (1994)
 OK0513
 OK0513'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0513'RECOVERED IN GOOD CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (2001)
 OK0513
 OK0513'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 OK0513'RECOVERED AS DESCRIBED.
 OK0513
 OK0513                          STATION RECOVERY (2001)
 OK0513
 OK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0934 ***********************************************************************
 OJ0934  DESIGNATION -  DEAN
 OJ0934  PID         -  OJ0934
 OJ0934  STATE/COUNTY-  MI/LAPEER
 OJ0934  COUNTRY     -  US
 OJ0934  USGS QUAD   -  BURNSIDE (2017)
 OJ0934
 OJ0934                         *CURRENT SURVEY CONTROL
 OJ0934  ______________________________________________________________________
 OJ0934* NAD 83(1994) POSITION- 43 10 53.81793(N) 083 03 12.00977(W)   ADJUSTED
 OJ0934* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 OJ0934  ______________________________________________________________________
 OJ0934  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 OJ0934  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 OJ0934  HORZ ORDER      -  SECOND
 OJ0934
 OJ0934.The horizontal coordinates were established by classical geodetic methods
 OJ0934.and adjusted by the National Geodetic Survey in February 1997.
 OJ0934
 OJ0934.The orthometric height was scaled from a topographic map.
 OJ0934
 OJ0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0934.GEOID18 height accuracy estimate available here.
 OJ0934
 OJ0934.Click photographs - Photos may exist for this station.
 OJ0934
 OJ0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0934
 OJ0934. The following values were computed from the NAD 83(1994) position.
 OJ0934
 OJ0934;                    North         East     Units Scale Factor Converg.
 OJ0934;SPC MI S     -   187,624.073 4,106,761.455   MT  0.99992025   +0 53 37.5
 OJ0934;SPC MI S     -   615,564.54 13,473,626.82   iFT  0.99992025   +0 53 37.5
 OJ0934;UTM  17      - 4,783,029.927   333,127.414   MT  0.99994256   -1 24 19.6
 OJ0934
 OJ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0934!SPC MI S     -   0.99995492  x   0.99992025  =   0.99987517
 OJ0934!UTM  17      -   0.99995492  x   0.99994256  =   0.99989748
 OJ0934
 OJ0934:                Primary Azimuth Mark                     Grid Az
 OJ0934:SPC MI S     -  DEAN AZ MK                               213 01 08.6
 OJ0934:UTM  17      -  DEAN AZ MK                               215 19 05.7
 OJ0934
 OJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312783029(NAD 83)
 OJ0934
 OJ0934|---------------------------------------------------------------------|
 OJ0934| PID    Reference Object                     Distance      Geod. Az  |
 OJ0934|                                                           dddmmss.s |
 OJ0934| OJ0935 P 20 A 1957                          13.757 METERS 04002     |
 OJ0934| CH0973 DEAN RM 2                             7.255 METERS 12745     |
 OJ0934| CH0972 DEAN AZ MK                                         2135446.1 |
 OJ0934| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX.12.1 KM 2962956.8 |
 OJ0934|---------------------------------------------------------------------|
 OJ0934
 OJ0934                          SUPERSEDED SURVEY CONTROL
 OJ0934
 OJ0934  NAD 83(1986)-  43 10 53.81472(N)    083 03 12.04666(W) AD(       ) 2
 OJ0934  NAD 27      -  43 10 53.71029(N)    083 03 12.26256(W) AD(       ) 2
 OJ0934
 OJ0934.Superseded values are not recommended for survey control.
 OJ0934
 OJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0934.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0934
 OJ0934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0934
 OJ0934  HISTORY     - Date     Condition        Report By
 OJ0934  HISTORY     - 1957     MONUMENTED       CGS
 OJ0934  HISTORY     - 1980     GOOD             MIDH
 OJ0934  HISTORY     - 19970524 GOOD             USPSQD
 OJ0934
 OJ0934                          STATION DESCRIPTION
 OJ0934
 OJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OJ0934'THE STATION IS ABOUT 33 MILES NORTHWEST OF PORT HURON, 2-1/2 MILES
 OJ0934'SOUTHEAST OF THE SMALL TOWN OF BURNSIDE AT A U.S. ARMY AREA.  IT IS
 OJ0934'5.5 FEET EAST OF THE WOVEN WIRE FENCE THAT SURROUNDS THE SITE, 58 FEET
 OJ0934'SOUTH OF THE NORTHWEST CORNER OF THE FENCE AND 60 FEET NORTH OF THE
 OJ0934'SOUTHWEST CORNER OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OJ0934'STAMPED DEAN 1957.
 OJ0934'
 OJ0934'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND 53 IN
 OJ0934'THE SMALL TOWN OF BURNSIDE, GO SOUTH ON HIGHWAY 53 FOR 1.95 MILES TO A
 OJ0934'SIDE ROAD LEFT (DEANVILLE ROAD).  TURN LEFT AND GO EAST ON THE
 OJ0934'GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED CROSSROAD*.  CONTINUE EAST ON
 OJ0934'THE GRAVELED ROAD FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT AT TOP OF
 OJ0934'HILL.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A WIRE
 OJ0934'GATE ON THE RIGHT.  PASS THROUGH THE GATE AND TO THE STATION.
 OJ0934'
 OJ0934'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE GRAVELED
 OJ0934'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OJ0934'
 OJ0934'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE WOVEN WIRE FENCE.  THE
 OJ0934'MONUMENT IS FLUSH AND THE DISK IS STAMPED DEAN NO 1 1957.
 OJ0934'
 OJ0934'REFERENCE MARK 2 IS 24 FEET EAST OF THE WOVEN WIRE FENCE.  THE
 OJ0934'MONUMENT IS FLUSH AND THE DISK IS STAMPED DEAN NO 2 1957.
 OJ0934'
 OJ0934'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 OJ0934'ROAD, 27 FEET SOUTH OF A 12 INCH MAPLE TREE, 10 FEET NORTH OF AN 18
 OJ0934'INCH TREE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OJ0934'FLUSH AND THE DISK IS STAMPED DEAN 1957.
 OJ0934'
 OJ0934'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OJ0934
 OJ0934                          STATION RECOVERY (1980)
 OJ0934
 OJ0934'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0934'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 OJ0934'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND.  THE TO REACH AND
 OJ0934'DESCRIPTION ARE ADEQUATE.  THE DISTANCES AND DIRECTIONS WERE NOT
 OJ0934'CHECKED.
 OJ0934'
 OJ0934'THE STATION IS BURIED 2 INCHES BELOW GROUND SURFACE.
 OJ0934
 OJ0934                          STATION RECOVERY (1997)
 OJ0934
 OJ0934'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0979 ***********************************************************************
 RJ0979  DESIGNATION -  DEBRIS
 RJ0979  PID         -  RJ0979
 RJ0979  STATE/COUNTY-  MI/CHIPPEWA
 RJ0979  COUNTRY     -  US
 RJ0979  USGS QUAD   -  MUNUSCONG NE (2017)
 RJ0979
 RJ0979                         *CURRENT SURVEY CONTROL
 RJ0979  ______________________________________________________________________
 RJ0979* NAD 83(1994) POSITION- 46 14 47.35620(N) 084 06 28.26532(W)   ADJUSTED
 RJ0979* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0979  ______________________________________________________________________
 RJ0979  GEOID HEIGHT    -        -36.562 (meters)                     GEOID18
 RJ0979  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 RJ0979  HORZ ORDER      -  THIRD
 RJ0979
 RJ0979.The horizontal coordinates were established by classical geodetic methods
 RJ0979.and adjusted by the National Geodetic Survey in February 1997.
 RJ0979
 RJ0979.The orthometric height was scaled from a topographic map.
 RJ0979
 RJ0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0979.GEOID18 height accuracy estimate available here.
 RJ0979
 RJ0979.Click photographs - Photos may exist for this station.
 RJ0979
 RJ0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0979
 RJ0979. The following values were computed from the NAD 83(1994) position.
 RJ0979
 RJ0979;                    North         East     Units Scale Factor Converg.
 RJ0979;SPC MI N     -   166,688.703 8,222,967.372   MT  0.99990306   +2 05 25.5
 RJ0979;SPC MI N     -   546,878.95 26,978,239.41   iFT  0.99990306   +2 05 25.5
 RJ0979;SPC MI C     -   325,623.718 6,019,962.877   MT  1.00017252   +0 10 58.2
 RJ0979;SPC MI C     - 1,068,319.28 19,750,534.37   iFT  1.00017252   +0 10 58.2
 RJ0979;UTM  16      - 5,125,500.675   722,945.241   MT  1.00021104   +2 05 23.7
 RJ0979
 RJ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0979!SPC MI N     -   0.99997814  x   0.99990306  =   0.99988120
 RJ0979!SPC MI C     -   0.99997814  x   1.00017252  =   1.00015066
 RJ0979!UTM  16      -   0.99997814  x   1.00021104  =   1.00018917
 RJ0979
 RJ0979:                Primary Azimuth Mark                     Grid Az
 RJ0979:SPC MI N     -  RAINS                                    027 01 05.1
 RJ0979:SPC MI C     -  RAINS                                    028 55 32.4
 RJ0979:UTM  16      -  RAINS                                    027 01 06.9
 RJ0979
 RJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2294525500(NAD 83)
 RJ0979
 RJ0979|---------------------------------------------------------------------|
 RJ0979| PID    Reference Object                     Distance      Geod. Az  |
 RJ0979|                                                           dddmmss.s |
 RJ0979| RJ0889 RAINS                               APPROX. 0.8 KM 0290630.6 |
 RJ0979|---------------------------------------------------------------------|
 RJ0979
 RJ0979                          SUPERSEDED SURVEY CONTROL
 RJ0979
 RJ0979  NAD 83(1986)-  46 14 47.33518(N)    084 06 28.26838(W) AD(       ) 3
 RJ0979  NAD 27      -  46 14 47.28000(N)    084 06 28.17700(W) AD(       ) 3
 RJ0979
 RJ0979.Superseded values are not recommended for survey control.
 RJ0979
 RJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0979.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0979
 RJ0979_MARKER: H = DRILL HOLE
 RJ0979_SETTING: 80 = SET IN A BOULDER
 RJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0979+STABILITY: SURFACE MOTION
 RJ0979
 RJ0979  HISTORY     - Date     Condition        Report By
 RJ0979  HISTORY     - 1944     MONUMENTED       IBC
 RJ0979  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0979
 RJ0979                          STATION DESCRIPTION
 RJ0979
 RJ0979'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0979'AT THE E EXTREMITY OF NEEBISH ISLAND, JUST S OF RAINS ISLAND, AND
 RJ0979'NEAR THE OUTLET OF THE MUNUSCONG CHANNEL, 1/2 MILE ABOVE LAKE
 RJ0979'MUNUSCONG.  AT THE END OF THE S ONE OF THE THREE OLD DOCKS JUST S
 RJ0979'OF THE CHANNEL SEPARATING NEEBISH AND RAINS ISLANDS.  IN A ROCK ON
 RJ0979'TOP OF THE ROCKS MARKING THE END OF THE OLD DOCK, AND 8 FEET FROM
 RJ0979'THE END.
 RJ0979'
 RJ0979'STATION MARK IS A DRILL HOLE IN A ROCK.  IN TIME ICE MAY DISTURB
 RJ0979'THE ROCKS AT THE END OF THIS DOCK.
 RJ0979
 RJ0979                          STATION RECOVERY (1958)
 RJ0979
 RJ0979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0979'NOT RECOVERED.  ROCKS HAVE BEEN SHIFTED BY ICE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1325 ***********************************************************************
 RJ1325  DESIGNATION -  DECOY C7W 112
 RJ1325  PID         -  RJ1325
 RJ1325  STATE/COUNTY-  MI/CHIPPEWA
 RJ1325  COUNTRY     -  US
 RJ1325  USGS QUAD   -  MUNUSCONG (2017)
 RJ1325
 RJ1325                         *CURRENT SURVEY CONTROL
 RJ1325  ______________________________________________________________________
 RJ1325* NAD 83(1994) POSITION- 46 13 48.01351(N) 084 09 23.04879(W)   ADJUSTED
 RJ1325* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON3
 RJ1325  ______________________________________________________________________
 RJ1325  GEOID HEIGHT    -        -36.508 (meters)                     GEOID18
 RJ1325  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 RJ1325  HORZ ORDER      -  SECOND
 RJ1325
 RJ1325.The horizontal coordinates were established by classical geodetic methods
 RJ1325.and adjusted by the National Geodetic Survey in February 1997.
 RJ1325
 RJ1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1325
 RJ1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1325.GEOID18 height accuracy estimate available here.
 RJ1325
 RJ1325.Click photographs - Photos may exist for this station.
 RJ1325
 RJ1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1325
 RJ1325. The following values were computed from the NAD 83(1994) position.
 RJ1325
 RJ1325;                    North         East     Units Scale Factor Converg.
 RJ1325;SPC MI N     -   164,722.339 8,219,291.710   MT  0.99990330   +2 03 19.2
 RJ1325;SPC MI N     -   540,427.62 26,966,180.15   iFT  0.99990330   +2 03 19.2
 RJ1325;UTM  16      - 5,123,533.777   719,268.458   MT  1.00019106   +2 03 15.3
 RJ1325
 RJ1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1325!SPC MI N     -   0.99997787  x   0.99990330  =   0.99988117
 RJ1325!UTM  16      -   0.99997787  x   1.00019106  =   1.00016893
 RJ1325
 RJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1926823533(NAD 83)
 RJ1325
 RJ1325                          SUPERSEDED SURVEY CONTROL
 RJ1325
 RJ1325  NAD 83(1986)-  46 13 48.00484(N)    084 09 23.04550(W) AD(       ) 2
 RJ1325  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1325
 RJ1325.Superseded values are not recommended for survey control.
 RJ1325
 RJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1325.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1325
 RJ1325_MARKER: DS = TRIANGULATION STATION DISK
 RJ1325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1325+WITH SETTING: INFORMATION.
 RJ1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1325
 RJ1325  HISTORY     - Date     Condition        Report By
 RJ1325  HISTORY     - 1988     MONUMENTED       USACE
 RJ1325
 RJ1325                          STATION DESCRIPTION
 RJ1325
 RJ1325'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1325'THE STATION IS LOCATED ABOUT 33.0 KM (20.5 MI) SOUTH SOUTHEAST
 RJ1325'OF SAULT STE MARIE, 34.4 KM (21.4 MI) EAST OF RUDYARD, 32.8 KM
 RJ1325'(20.4 MI) NORTHWEST OF DETOUR VILLAGE IN A SMALL BAY ON THE
 RJ1325'SOUTHWEST SHORE OF NEEBISH ISLAND, IN PART OF FRAC. SEC 10,
 RJ1325'T44N-R2E. OWNERSHIP---PAUL M. O ROURKE
 RJ1325'
 RJ1325'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1325'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND
 RJ1325'GO SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1325'BY BOAT DOWNRIVER FOR 15 MINUTES TO NEEBISH ISLAND WHERE STATION IS
 RJ1325'LOCATED.
 RJ1325'
 RJ1325'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C7W-112 1988---,
 RJ1325'SET INTO A PVC SLEEVE SET IN CONCRETE AND ATTACHED TO AN ALUMINUM
 RJ1325'ROD DRIVEN 11.6 METERS (36 FEET) INTO THE GROUND, LOCATED 1.8 METERS
 RJ1325'(6 FT) NORTHWEST OF PINE TREE.
 RJ1325'
 RJ1325'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0158 ***********************************************************************
 SG0158  DESIGNATION -  DEEGAN
 SG0158  PID         -  SG0158
 SG0158  STATE/COUNTY-  MI/KEWEENAW
 SG0158  COUNTRY     -  US
 SG0158  USGS QUAD   -  EAGLE HARBOR (2017)
 SG0158
 SG0158                         *CURRENT SURVEY CONTROL
 SG0158  ______________________________________________________________________
 SG0158* NAD 83(1994) POSITION- 47 27 39.98438(N) 088 08 51.00675(W)   ADJUSTED
 SG0158* NAVD 88 ORTHO HEIGHT -   187.302 (meters)      614.51  (feet) ADJUSTED
 SG0158  ______________________________________________________________________
 SG0158  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 SG0158  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 SG0158  DYNAMIC HEIGHT  -        187.338 (meters)      614.62  (feet) COMP
 SG0158  MODELED GRAVITY -    980,799.6   (mgal)                       NAVD 88
 SG0158
 SG0158  HORZ ORDER      -  THIRD
 SG0158  VERT ORDER      -  SECOND    CLASS I
 SG0158
 SG0158.The horizontal coordinates were established by classical geodetic methods
 SG0158.and adjusted by the National Geodetic Survey in February 1997.
 SG0158
 SG0158.The orthometric height was determined by differential leveling and
 SG0158.adjusted by the NATIONAL GEODETIC SURVEY
 SG0158.in March 1997.
 SG0158
 SG0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0158.GEOID18 height accuracy estimate available here.
 SG0158
 SG0158.Click photographs - Photos may exist for this station.
 SG0158
 SG0158.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0158
 SG0158.The dynamic height is computed by dividing the NAVD 88
 SG0158.geopotential number by the normal gravity value computed on the
 SG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0158.degrees latitude (g = 980.6199 gals.).
 SG0158
 SG0158.The modeled gravity was interpolated from observed gravity values.
 SG0158
 SG0158. The following values were computed from the NAD 83(1994) position.
 SG0158
 SG0158;                    North         East     Units Scale Factor Converg.
 SG0158;SPC MI N     -   298,269.917 7,913,472.418   MT  1.00011429   -0 49 45.9
 SG0158;SPC MI N     -   978,575.84 25,962,836.02   iFT  1.00011429   -0 49 45.9
 SG0158;UTM  16      - 5,257,045.471   413,514.381   MT  0.99969192   -0 50 44.0
 SG0158
 SG0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0158!SPC MI N     -   0.99997611  x   1.00011429  =   1.00009040
 SG0158!UTM  16      -   0.99997611  x   0.99969192  =   0.99966804
 SG0158
 SG0158:                Primary Azimuth Mark                     Grid Az
 SG0158:SPC MI N     -  EAGLE HARBOR LH MIGS                     260 36 15.5
 SG0158:UTM  16      -  EAGLE HARBOR LH MIGS                     260 37 13.6
 SG0158
 SG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1351457045(NAD 83)
 SG0158
 SG0158|---------------------------------------------------------------------|
 SG0158| PID    Reference Object                     Distance      Geod. Az  |
 SG0158|                                                           dddmmss.s |
 SG0158| SG0159 SHORE                               101.926 METERS 16626     |
 SG0158| SG0161 EAGLE HARBOR LH MIGS                APPROX. 0.9 KM 2594629.6 |
 SG0158|---------------------------------------------------------------------|
 SG0158
 SG0158                          SUPERSEDED SURVEY CONTROL
 SG0158
 SG0158  NAD 83(1986)-  47 27 39.97321(N)    088 08 50.97826(W) AD(       ) 3
 SG0158  NAD 27      -  47 27 40.28400(N)    088 08 50.59400(W) AD(       ) 3
 SG0158
 SG0158.Superseded values are not recommended for survey control.
 SG0158
 SG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0158.See file dsdata.pdf to determine how the superseded data were derived.
 SG0158
 SG0158_MARKER: DD = SURVEY DISK
 SG0158_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0158_SP_SET: SLAB
 SG0158_STAMPING: DEEGAN 1934
 SG0158_MARK LOGO: CGS+SS
 SG0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0158+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 SG0158
 SG0158  HISTORY     - Date     Condition        Report By
 SG0158  HISTORY     - 1934     MONUMENTED       MIGS
 SG0158  HISTORY     - 19960717 GOOD             NGS
 SG0158  HISTORY     - 20090806 GOOD             GEOCAC
 SG0158
 SG0158                          STATION DESCRIPTION
 SG0158
 SG0158'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0158'ON THE OUTER SHORE AT EAGLE HARBOR IN SEC. 32, T. 59 N., R.
 SG0158'30 W., A U.S.C. AND G.S. AND S.S. DISK CEMENTED INTO A DRILL
 SG0158'HOLE IN THE LOWEST, 24- BY 36-INCH STEP OF THE COAST GUARD
 SG0158'LOOKOUT STATION.  THE CENTER OF THE DISK IS 7.97 INCHES
 SG0158'FROM THE BACK (NORTH) EDGE OF THE STEP, 16.06 INCHES FROM
 SG0158'ITS FRONT (SOUTH) EDGE AND 34.70 INCHES FROM ITS EAST EDGE.
 SG0158'THE DISTANCES OF THE MARK FROM THE NEAREST FACES OF THE FOOTING
 SG0158'OF LOOKOUT TOWER ARE GIVEN IN THE TABLE BELOW.
 SG0158'
 SG0158'TO REACH FROM THE NORTHEAST RADIO TOWER PIER AT THE COAST
 SG0158'GUARD STATION, WALK 195 PACES BACK ALONG THE ROAD EAST,
 SG0158'THENCE AT RIGHT ANGLES TO THE ROAD NORTHERLY TO THE STATION.
 SG0158'
 SG0158'EITHER STATION SHORE OR THE CENTER OF THE LANTERN OF EAGLE
 SG0158'HARBOR LIGHTHOUSE MAY BE USED AS AZIMUTH MARK FOR STATION
 SG0158'DEEGAN.
 SG0158
 SG0158                          STATION RECOVERY (1996)
 SG0158
 SG0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0158'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 SG0158'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.0 KM (0.60 MI) NORTHERLY
 SG0158'ALONG EAGLE HARBOR MARINA ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY
 SG0158'ALONG A TRAIL, NEAR THE WEST EDGE OF A 2 BY 3-FOOT CONCRETE SLAB ON
 SG0158'THE HIGHEST POINT OF A RISE, 5.6 M (18.4 FT) SOUTH OF THE CENTER OF A
 SG0158'1 BY 12-FOOT ROCK OUTCROP, 3.6 M (11.8 FT) SOUTHWEST OF A 6-INCH PINE
 SG0158'TREE, AND THE SLAB IS FLUSH WITH THE GROUND SURFACE.
 SG0158
 SG0158                          STATION RECOVERY (2009)
 SG0158
 SG0158'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 SG0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1527 ***********************************************************************
 MC1527  DESIGNATION -  DEERFIELD MUNICIPAL TANK
 MC1527  PID         -  MC1527
 MC1527  STATE/COUNTY-  MI/LENAWEE
 MC1527  COUNTRY     -  US
 MC1527  USGS QUAD   -  DEERFIELD (2017)
 MC1527
 MC1527                         *CURRENT SURVEY CONTROL
 MC1527  ______________________________________________________________________
 MC1527* NAD 83(1994) POSITION- 41 53 21.92586(N) 083 46 42.01279(W)   ADJUSTED
 MC1527  ______________________________________________________________________
 MC1527  GEOID HEIGHT    -        -35.165 (meters)                     GEOID18
 MC1527  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 MC1527  HORZ ORDER      -  THIRD
 MC1527
 MC1527.The horizontal coordinates were established by classical geodetic methods
 MC1527.and adjusted by the National Geodetic Survey in February 1997.
 MC1527
 MC1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1527.GEOID18 height accuracy estimate available here.
 MC1527
 MC1527.Click photographs - Photos may exist for this station.
 MC1527
 MC1527.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1527
 MC1527. The following values were computed from the NAD 83(1994) position.
 MC1527
 MC1527;                    North         East     Units Scale Factor Converg.
 MC1527;SPC MI S     -    43,428.184 4,048,830.228   MT  1.00005650   +0 24 01.4
 MC1527;SPC MI S     -   142,480.92 13,283,563.74   iFT  1.00005650   +0 24 01.4
 MC1527;UTM  17      - 4,641,232.286   269,496.877   MT  1.00025385   -1 51 21.2
 MC1527
 MC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6949641232(NAD 83)
 MC1527
 MC1527                          SUPERSEDED SURVEY CONTROL
 MC1527
 MC1527  NAD 83(1986)-  41 53 21.93503(N)    083 46 42.03379(W) AD(       ) 3
 MC1527  NAD 27      -  41 53 21.76600(N)    083 46 42.25000(W) AD(       ) 3
 MC1527
 MC1527.Superseded values are not recommended for survey control.
 MC1527
 MC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1527.See file dsdata.pdf to determine how the superseded data were derived.
 MC1527
 MC1527_MARKER: 53 = ELEVATED TANK
 MC1527
 MC1527  HISTORY     - Date     Condition        Report By
 MC1527  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1527  HISTORY     - 1984     GOOD             USPSQD
 MC1527
 MC1527                          STATION DESCRIPTION
 MC1527
 MC1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1527'STATION IS LOCATED IN THE REAR OF THE POST
 MC1527'OFFICE IN THE
 MC1527'VILLAGE OF DEERFIELD.  IT IS A SILVER TANK SUPPORTED
 MC1527'BY 4 STEEL LEGS AND HAS A
 MC1527'CAPACITY OF 75,000 GALLONS OF WATER.
 MC1527'THE POINT OBSERVED ON IS THE SMALL BALL ON
 MC1527'TOP OF THE TANK AND IS
 MC1527'110 FEET ABOVE THE GROUND.
 MC1527'
 MC1527'THIS IS AN INTERSECTION STATION.
 MC1527
 MC1527                          STATION RECOVERY (1984)
 MC1527
 MC1527'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1527'STATION FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1526 ***********************************************************************
 MC1526  DESIGNATION -  DEERFIELD ST ALPHONSI CH SPIRE
 MC1526  PID         -  MC1526
 MC1526  STATE/COUNTY-  MI/LENAWEE
 MC1526  COUNTRY     -  US
 MC1526  USGS QUAD   -  DEERFIELD (2017)
 MC1526
 MC1526                         *CURRENT SURVEY CONTROL
 MC1526  ______________________________________________________________________
 MC1526* NAD 83(1994) POSITION- 41 53 27.95277(N) 083 46 46.20419(W)   ADJUSTED
 MC1526  ______________________________________________________________________
 MC1526  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 MC1526  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 MC1526  HORZ ORDER      -  THIRD
 MC1526
 MC1526.The horizontal coordinates were established by classical geodetic methods
 MC1526.and adjusted by the National Geodetic Survey in February 1997.
 MC1526
 MC1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1526.GEOID18 height accuracy estimate available here.
 MC1526
 MC1526.Click photographs - Photos may exist for this station.
 MC1526
 MC1526.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1526
 MC1526. The following values were computed from the NAD 83(1994) position.
 MC1526
 MC1526;                    North         East     Units Scale Factor Converg.
 MC1526;SPC MI S     -    43,613.464 4,048,732.300   MT  1.00005599   +0 23 58.5
 MC1526;SPC MI S     -   143,088.79 13,283,242.45   iFT  1.00005599   +0 23 58.5
 MC1526;UTM  17      - 4,641,421.316   269,406.302   MT  1.00025436   -1 51 24.2
 MC1526
 MC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6940641421(NAD 83)
 MC1526
 MC1526                          SUPERSEDED SURVEY CONTROL
 MC1526
 MC1526  NAD 83(1986)-  41 53 27.96191(N)    083 46 46.22522(W) AD(       ) 3
 MC1526  NAD 27      -  41 53 27.79300(N)    083 46 46.44100(W) AD(       ) 3
 MC1526
 MC1526.Superseded values are not recommended for survey control.
 MC1526
 MC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1526.See file dsdata.pdf to determine how the superseded data were derived.
 MC1526
 MC1526_MARKER: 90 = CHURCH SPIRE
 MC1526
 MC1526  HISTORY     - Date     Condition        Report By
 MC1526  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1526  HISTORY     - 1984     GOOD             USPSQD
 MC1526
 MC1526                          STATION DESCRIPTION
 MC1526
 MC1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1526'STATION IS LOCATED ON THE W SIDE OF MAIN STREET 0.1
 MC1526'MILE N OF THE POST
 MC1526'OFFICE IN THE VILLAGE OF DEERFIELD.  IT IS A
 MC1526'DARK GREY SLATE SPIRE ON TOP OF A RED
 MC1526'BRICK BELFRY OF THE ST.
 MC1526'ALPHONSI CHURCH BUILT IN 1893.  THE POINT OBSERVED ON
 MC1526'WAS THE
 MC1526'BROWN CROSS ON TOP OF THE SPIRE AND IS ABOUT 110 FEET ABOVE THE
 MC1526'GROUND.
 MC1526'
 MC1526'THIS IS AN INTERSECTION STATION.
 MC1526
 MC1526                          STATION RECOVERY (1984)
 MC1526
 MC1526'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1526'STATION FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0488 ***********************************************************************
 QL0488  DESIGNATION -  DELMENO
 QL0488  PID         -  QL0488
 QL0488  STATE/COUNTY-  MI/MENOMINEE
 QL0488  COUNTRY     -  US
 QL0488  USGS QUAD   -  WOODLAWN (2017)
 QL0488
 QL0488                         *CURRENT SURVEY CONTROL
 QL0488  ______________________________________________________________________
 QL0488* NAD 83(1994) POSITION- 45 54 21.84876(N) 087 22 04.15776(W)   ADJUSTED
 QL0488* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 QL0488  ______________________________________________________________________
 QL0488  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 QL0488  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 QL0488  HORZ ORDER      -  FIRST
 QL0488
 QL0488.The horizontal coordinates were established by classical geodetic methods
 QL0488.and adjusted by the National Geodetic Survey in February 1997.
 QL0488
 QL0488.The orthometric height was scaled from a topographic map.
 QL0488
 QL0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0488.GEOID18 height accuracy estimate available here.
 QL0488
 QL0488.Click photographs - Photos may exist for this station.
 QL0488
 QL0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0488
 QL0488. The following values were computed from the NAD 83(1994) position.
 QL0488
 QL0488;                    North         East     Units Scale Factor Converg.
 QL0488;SPC MI N     -   124,851.893 7,971,461.404   MT  0.99992462   -0 15 57.1
 QL0488;SPC MI N     -   409,619.07 26,153,088.60   iFT  0.99992462   -0 15 57.1
 QL0488;UTM  16      - 5,083,676.981   471,470.572   MT  0.99961001   -0 15 51.0
 QL0488
 QL0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0488!SPC MI N     -   0.99996112  x   0.99992462  =   0.99988574
 QL0488!UTM  16      -   0.99996112  x   0.99961001  =   0.99957114
 QL0488
 QL0488:                Primary Azimuth Mark                     Grid Az
 QL0488:SPC MI N     -  DELMENO AZ MK                            000 32 00.4
 QL0488:UTM  16      -  DELMENO AZ MK                            000 31 54.3
 QL0488
 QL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7147083676(NAD 83)
 QL0488
 QL0488|---------------------------------------------------------------------|
 QL0488| PID    Reference Object                     Distance      Geod. Az  |
 QL0488|                                                           dddmmss.s |
 QL0488| CJ4833 DELMENO AZ MK                                      0001603.3 |
 QL0488| CJ4834 DELMENO RM 1                         25.550 METERS 00302     |
 QL0488| CJ4835 DELMENO RM 2                         29.836 METERS 23640     |
 QL0488|---------------------------------------------------------------------|
 QL0488
 QL0488                          SUPERSEDED SURVEY CONTROL
 QL0488
 QL0488  NAD 83(1986)-  45 54 21.84627(N)    087 22 04.15511(W) AD(       ) 1
 QL0488  NAD 27      -  45 54 21.99000(N)    087 22 03.67400(W) AD(       ) 1
 QL0488
 QL0488.Superseded values are not recommended for survey control.
 QL0488
 QL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0488.See file dsdata.pdf to determine how the superseded data were derived.
 QL0488
 QL0488_MARKER: DS = TRIANGULATION STATION DISK
 QL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0488_STAMPING: DELMENO 1954
 QL0488_MARK LOGO: CGS
 QL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0488+STABILITY: SURFACE MOTION
 QL0488
 QL0488  HISTORY     - Date     Condition        Report By
 QL0488  HISTORY     - 1954     MONUMENTED       CGS
 QL0488
 QL0488                          STATION DESCRIPTION
 QL0488
 QL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0488'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF PERRONVILLE AND 7 MILES
 QL0488'WEST OF CORNELL AT THE SOUTH END OF A GRAVEL ROAD.  IT IS 49 FEET
 QL0488'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 22 FEET NORTHWEST OF A
 QL0488'FENCE CORNER, 6 FEET WEST OF A FENCE AND 5-1/2 FEET WEST OF A WHITE
 QL0488'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QL0488'DELMENO 1954.
 QL0488'
 QL0488'REFERENCE MARK NO. 1 IS 1-1/2 FEET WEST OF A FENCE.  THE MARK PROJECTS
 QL0488'4 INCHES AND THE DISK IS STAMPED DELMENO NO 1 1954.
 QL0488'
 QL0488'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 QL0488'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QL0488'IS STAMPED DELMENO NO 2 1954.
 QL0488'
 QL0488'AZIMUTH MARK IS 19 FEET SOUTH OF A FENCE CORNER, 4-1/2 FEET SOUTH OF A
 QL0488'CO-OP POWER POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 QL0488'PROJECTS 4 INCHES AND THE DISK IS STAMPED DELMENO 1954.
 QL0488'
 QL0488'TO REACH THE STATION FROM THE POST OFFICE IN CORNELL, GO NORTHWEST ON
 QL0488'A GRAVEL ROAD FOR 0.1 MILE TO A GRAVEL ROAD LEFT, TURN LEFT ACROSS A
 QL0488'RAIL-ROAD AND GO NORTHWEST ON GRAVEL COUNTY ROUTE 426 FOR 4.7 MILES TO
 QL0488'A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 1.85 MILES TO A
 QL0488'FORK, TAKE THE RIGHT FORK AND GO 1.7 MILES TO A CONCRETE BRIDGE OVER
 QL0488'THE FORD RIVER, CONTINUE SOUTH AND THEN WEST FOR 2.1 MILES TO THE
 QL0488'STATION ON RIGHT AS DESCRIBED.
 QL0488'
 QL0488'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG THE WEST
 QL0488'SIDE OF A FENCE FOR 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 QL0488'
 QL0488'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1539 ***********************************************************************
 NF1539  DESIGNATION -  DELTA
 NF1539  PID         -  NF1539
 NF1539  STATE/COUNTY-  MI/EATON
 NF1539  COUNTRY     -  US
 NF1539  USGS QUAD   -  DIMONDALE (2017)
 NF1539
 NF1539                         *CURRENT SURVEY CONTROL
 NF1539  ______________________________________________________________________
 NF1539* NAD 83(1994) POSITION- 42 43 20.34701(N) 084 38 39.96441(W)   ADJUSTED
 NF1539* NAVD 88 ORTHO HEIGHT -   271.2   (meters)      890.    (feet) VERTCON3
 NF1539  ______________________________________________________________________
 NF1539  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 NF1539  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 NF1539  HORZ ORDER      -  FIRST
 NF1539
 NF1539.The horizontal coordinates were established by classical geodetic methods
 NF1539.and adjusted by the National Geodetic Survey in February 1997.
 NF1539
 NF1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1539
 NF1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1539.GEOID18 height accuracy estimate available here.
 NF1539
 NF1539.Click photographs - Photos may exist for this station.
 NF1539
 NF1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1539
 NF1539. The following values were computed from the NAD 83(1994) position.
 NF1539
 NF1539;                    North         East     Units Scale Factor Converg.
 NF1539;SPC MI S     -   135,809.291 3,977,250.880   MT  0.99991089   -0 11 20.5
 NF1539;SPC MI S     -   445,568.54 13,048,723.36   iFT  0.99991089   -0 11 20.5
 NF1539;UTM  16      - 4,732,670.040   692,864.992   MT  1.00005765   +1 35 55.0
 NF1539
 NF1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1539!SPC MI S     -   0.99996277  x   0.99991089  =   0.99987366
 NF1539!UTM  16      -   0.99996277  x   1.00005765  =   1.00002041
 NF1539
 NF1539:                Primary Azimuth Mark                     Grid Az
 NF1539:SPC MI S     -  DELTA AZ MK                              165 50 49.2
 NF1539:UTM  16      -  DELTA AZ MK                              164 03 33.7
 NF1539
 NF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9286432670(NAD 83)
 NF1539
 NF1539|---------------------------------------------------------------------|
 NF1539| PID    Reference Object                     Distance      Geod. Az  |
 NF1539|                                                           dddmmss.s |
 NF1539| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 6.6 KM 0042055.8 |
 NF1539| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 6.9 KM 0303021.6 |
 NF1539| NF1431 LANSING N MUN TANK                  APPROX. 9.3 KM 0594145.8 |
 NF1539| NF1487 LANSING GM OLDSMOBILE TANK          APPROX. 5.7 KM 0622900.3 |
 NF1539| NF1480 LANSING DELTA TWP TANK              APPROX. 2.1 KM 0701606.0 |
 NF1539| CH0974 DELTA RM 1                           21.389 METERS 07753     |
 NF1539| NF1488 LANSING CITY WATER LIGHT STACK      APPROX. 7.9 KM 0793636.4 |
 NF1539| NF1474 LANSING DIAMOND RED E TANK          APPROX. 8.1 KM 0923639.0 |
 NF1539| NF1489 LANSING CITY PWR PLANT CEN STK      APPROX. 7.1 KM 0931627.4 |
 NF1539| NF1499 LANSING DIAMOND REO W TANK          APPROX. 7.8 KM 0942332.5 |
 NF1539| NF1481 LANSING GM PARTS DIV TANK           APPROX. 2.8 KM 1113342.1 |
 NF1539| NF1490 LANSING FIRE DEPT TOWER             APPROX. 7.2 KM 1130322.1 |
 NF1539| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 2.7 KM 1391633.3 |
 NF1539| NF1540 MILLETT RALSTON PURINA TANK         APPROX. 2.8 KM 1553311.7 |
 NF1539| NF1526 DELTA AZ MK                         APPROX. 0.6 KM 1653928.7 |
 NF1539| NF1525 DELTA AZ MK A PT 1976               APPROX. 0.6 KM 1660138.2 |
 NF1539| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 3.5 KM 1964945.3 |
 NF1539| CH0975 DELTA RM 2                           29.971 METERS 22232     |
 NF1539| NF1529 VORTAC LANSING LAN                  APPROX. 4.4 KM 2625058.2 |
 NF1539| NF1535 GRAND LEDGE S MUN TANK              APPROX. 8.6 KM 2832531.1 |
 NF1539| NF1464 GRAND LEDGE MUN TANK                APPROX. 9.0 KM 2944254.8 |
 NF1539|---------------------------------------------------------------------|
 NF1539
 NF1539                          SUPERSEDED SURVEY CONTROL
 NF1539
 NF1539  NAD 83(1986)-  42 43 20.34569(N)    084 38 39.98248(W) AD(       ) 1
 NF1539  NAD 27      -  42 43 20.21985(N)    084 38 40.04615(W) AD(       ) 1
 NF1539  NGVD 29 (07/19/86)  271.3    (m)          890.     (f) VERT ANG       
 NF1539
 NF1539.Superseded values are not recommended for survey control.
 NF1539
 NF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1539.See file dsdata.pdf to determine how the superseded data were derived.
 NF1539
 NF1539_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1539_STAMPING: DELTA 1976
 NF1539_MARK LOGO: NGS
 NF1539_PROJECTION: RECESSED 3 CENTIMETERS
 NF1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1539+STABILITY: SURFACE MOTION
 NF1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1539+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 NF1539
 NF1539  HISTORY     - Date     Condition        Report By
 NF1539  HISTORY     - 1976     MONUMENTED       NGS
 NF1539  HISTORY     - 20030705 GOOD             GEOCAC
 NF1539
 NF1539                          STATION DESCRIPTION
 NF1539
 NF1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1539'RM 1 TO RM 2 BLOCKED BY HIGH GROUND.
 NF1539'
 NF1539'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF DOWNTOWN LANSING,
 NF1539'1.4 MILES EAST OF INTERSTATE HIGHWAY 96, ON A 20 FOOT HIGH CUTBANK,
 NF1539'AT THE CREYTS ROAD INTERCHANGE OF INTERSTATE HIGHWAY 496, IN THE
 NF1539'NORTHEAST QUARTER OF SECTION 22.  T 4 N, R 3 W.
 NF1539'
 NF1539'TO REACH THE STATION FROM THE CREYTS ROAD INTERCHANGE OVERPASS, GO
 NF1539'NORTH ON CREYTS ROAD FOR 0.15 MILE TO THE INTERSTATE HIGHWAY ACCESS
 NF1539'RAMP ON THE LEFT.  TURN LEFT ONTO THE ACCESS RAMP FOR 0.15 MILE TO
 NF1539'A SHALLOW DITCH ON THE RIGHT.  CROSS DITCH, THEN GO RIGHT,
 NF1539'NORTHEAST, ALONG THE RIGHT-OF-WAY FENCE FOR 0.1 MILE TO THE
 NF1539'STATION AT A FENCE CORNER.
 NF1539'
 NF1539'STATION MARKS ARE STANDARD DISKS STAMPED DELTA 1976.  THE SURFACE
 NF1539'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1539'THAT IS 1 INCH BELOW GROUND.  IT IS 34 FEET NORTHEAST OF A 3-INCH
 NF1539'OAK TREE, 32 FEET WEST-NORTHWEST OF A 3-INCH OAK TREE, 19.5 FEET
 NF1539'NORTH OF EMBANKMENT EDGE, AND 16 FEET SOUTH OF A METAL WITNESS POST
 NF1539'AT A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NF1539'IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1539'
 NF1539'REFERENCE MARK 1, A STANDARD DISK STAMPED DELTA NO 1 1976, IS SET
 NF1539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1 INCH BELOW
 NF1539'GROUND.  IT IS 10 FEET NORTH OF THE EMBANKMENT, 2 FEET SOUTHEAST OF
 NF1539'A METAL WITNESS POST, 1 FOOT SOUTH OF THE FENCE, AND 2 FEET LOWER
 NF1539'THAN THE STATION.
 NF1539'
 NF1539'REFERENCE MARK 2, A STANDARD DISK STAMPED DELTA NO 2 1976, IS SET
 NF1539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1 INCH BELOW
 NF1539'GROUND.  IT IS 12.5 FEET NORTH OF THE EMBANKMENT, 2 FEET EAST OF A
 NF1539'METAL WITNESS POST, 1 FOOT SOUTH OF THE FENCE, AND 3 FEET LOWER
 NF1539'THAN THE STATION.
 NF1539'
 NF1539'AZIMUTH MARK, A STANDARD DISK STAMPED DELTA 1976, IS SET IN THE TOP
 NF1539'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1539'GROUND.  IT IS IN A GRASS AREA ALONG SIDE AN ACCESS RAMP, 86.5 FEET
 NF1539'WEST OF THE CENTER OF CREYTS ROAD, 39 FEET SOUTH OF THE CENTER OF
 NF1539'THE ACCESS RAMP, 4.0 FEET WEST OF A LARGE UTILITY POLE, 2.8 FEET
 NF1539'WEST OF A METAL WITNESS POST, AND 1 FOOT LOWER THAN THE RAMP.
 NF1539'
 NF1539'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED OVERPASS, GO SOUTH
 NF1539'ON CREYTS ROAD FOR 0.15 MILE TO THE INTERSTATE HIGHWAY ACCESS RAMP
 NF1539'ON THE RIGHT AND THE MARK ON THE RIGHT.
 NF1539'
 NF1539'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1539'
 NF1539'NEAREST TOWN--LANSING AREA.
 NF1539'
 NF1539'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 NF1539
 NF1539                          STATION RECOVERY (2003)
 NF1539
 NF1539'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0605 ***********************************************************************
 QL0605  DESIGNATION -  DELTA
 QL0605  PID         -  QL0605
 QL0605  STATE/COUNTY-  MI/DELTA
 QL0605  COUNTRY     -  US
 QL0605  USGS QUAD   -  HIRAM POINT (2017)
 QL0605
 QL0605                         *CURRENT SURVEY CONTROL
 QL0605  ______________________________________________________________________
 QL0605* NAD 83(1994) POSITION- 45 46 49.95494(N) 086 28 25.92267(W)   ADJUSTED
 QL0605* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 QL0605  ______________________________________________________________________
 QL0605  GEOID HEIGHT    -        -35.803 (meters)                     GEOID18
 QL0605  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 QL0605  HORZ ORDER      -  THIRD
 QL0605
 QL0605.The horizontal coordinates were established by classical geodetic methods
 QL0605.and adjusted by the National Geodetic Survey in February 1997.
 QL0605
 QL0605.The orthometric height was scaled from a topographic map.
 QL0605
 QL0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0605.GEOID18 height accuracy estimate available here.
 QL0605
 QL0605.Click photographs - Photos may exist for this station.
 QL0605
 QL0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0605
 QL0605. The following values were computed from the NAD 83(1994) position.
 QL0605
 QL0605;                    North         East     Units Scale Factor Converg.
 QL0605;SPC MI N     -   110,970.397 8,040,914.094   MT  0.99994139   +0 22 49.0
 QL0605;SPC MI N     -   364,076.11 26,380,951.75   iFT  0.99994139   +0 22 49.0
 QL0605;UTM  16      - 5,069,799.374   540,900.411   MT  0.99962057   +0 22 37.5
 QL0605
 QL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0605!SPC MI N     -   0.99997630  x   0.99994139  =   0.99991769
 QL0605!UTM  16      -   0.99997630  x   0.99962057  =   0.99959688
 QL0605
 QL0605:                Primary Azimuth Mark                     Grid Az
 QL0605:SPC MI N     -  DELTA AZ MK                              269 37 47.1
 QL0605:UTM  16      -  DELTA AZ MK                              269 37 58.6
 QL0605
 QL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4090069799(NAD 83)
 QL0605
 QL0605|---------------------------------------------------------------------|
 QL0605| PID    Reference Object                     Distance      Geod. Az  |
 QL0605|                                                           dddmmss.s |
 QL0605| CH1045 DELTA RM 1                           28.751 METERS 17206     |
 QL0605| CH1044 DELTA AZ MK                                        2700036.1 |
 QL0605| CH1046 DELTA RM 2                           28.431 METERS 27430     |
 QL0605|---------------------------------------------------------------------|
 QL0605
 QL0605                          SUPERSEDED SURVEY CONTROL
 QL0605
 QL0605  NAD 83(1986)-  45 46 49.94938(N)    086 28 25.92006(W) AD(       ) 3
 QL0605  NAD 27      -  45 46 50.03029(N)    086 28 25.41884(W) AD(       ) 3
 QL0605
 QL0605.Superseded values are not recommended for survey control.
 QL0605
 QL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0605.See file dsdata.pdf to determine how the superseded data were derived.
 QL0605
 QL0605_MARKER: DS = TRIANGULATION STATION DISK
 QL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0605_STAMPING: DELTA 1965
 QL0605_MARK LOGO: CGS
 QL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0605+STABILITY: SURFACE MOTION
 QL0605
 QL0605  HISTORY     - Date     Condition        Report By
 QL0605  HISTORY     - 1965     MONUMENTED       CGS
 QL0605
 QL0605                          STATION DESCRIPTION
 QL0605
 QL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0605'STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF THOMPSON, 9-1/2 MILES SOUTH
 QL0605'OF COOKS, 3 1/2 MILES EAST OF GARDEN, IN SECTION 13, T 39 N., R. 18
 QL0605'W., AND ON PROPERTY OWNED BY MR. CHARLES GAUTHIER.
 QL0605'
 QL0605'TO REACH THE STATION FROM THE POST OFFICE IN GARDEN, GO NORTH ON
 QL0605'COUNTY ROUTE 483 FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 QL0605'ON COUNTY ROUTE 436 FOR 3.55 MILES TO THE BENCH MARK ON THE LEFT, IN
 QL0605'THE NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON COUNTY
 QL0605'ROUTE 436 FOR 0.3 MILE TO THE STATION ON THE LEFT AT THE SOUTH EDGE OF
 QL0605'AN OPEN FIELD.
 QL0605'
 QL0605'STATION MARKS ARE STANDARD DISKS STAMPED DELTA 1965.  THE SURFACE DISK
 QL0605'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 86
 QL0605'FEET SOUTH OF A 14-INCH PINE TREE, 64 FEET NORTH OF THE CENTER OF
 QL0605'COUNTY ROUTE 436, 41 FEET WEST-NORTHWEST OF A 10-INCH APPLE TREE AND
 QL0605'5.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 QL0605'AN IRREGULAR MASS OF CONCRETE 29 INCHES BELOW THE GROUND SURFACE.
 QL0605'
 QL0605'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELTA NO 1 1965, IS SET
 QL0605'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 38 FEET
 QL0605'NORTH-NORTHEAST OF A 18-INCH BIRCH TREE, 30 FEET SOUTH OF THE CENTER
 QL0605'OF COUNTY ROUTE 436 AND 20 FEET WEST OF THE CNETER OF A WOODS ROAD.
 QL0605'
 QL0605'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELTA NO 2 1965, IS SET
 QL0605'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 97.9 FEET
 QL0605'WEST OF THE METAL WITNESS POST AND 71 FEET NORTH OF THE CENTER OF
 QL0605'COUNTY ROUTE 436.
 QL0605'
 QL0605'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 6B
 QL0605'613 1930, IS SET IN A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QL0605'16 INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF COUNTY ROUTE 436, 28
 QL0605'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET SOUTH OF A FENCE
 QL0605'CORNER AND 2 FEET NORTH OF A METAL WITNESS POST.
 QL0605'
 QL0605'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1526 ***********************************************************************
 NF1526  DESIGNATION -  DELTA AZ MK
 NF1526  PID         -  NF1526
 NF1526  STATE/COUNTY-  MI/EATON
 NF1526  COUNTRY     -  US
 NF1526  USGS QUAD   -  DIMONDALE (2017)
 NF1526
 NF1526                         *CURRENT SURVEY CONTROL
 NF1526  ______________________________________________________________________
 NF1526* NAD 83(1994) POSITION- 42 43 02.41804(N) 084 38 33.74777(W)   ADJUSTED
 NF1526* NAVD 88 ORTHO HEIGHT -   270.5   (meters)      887.    (feet) VERTCON3
 NF1526  ______________________________________________________________________
 NF1526  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 NF1526  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 NF1526  HORZ ORDER      -  SECOND
 NF1526
 NF1526.The horizontal coordinates were established by classical geodetic methods
 NF1526.and adjusted by the National Geodetic Survey in February 1997.
 NF1526
 NF1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1526
 NF1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1526.GEOID18 height accuracy estimate available here.
 NF1526
 NF1526.Click photographs - Photos may exist for this station.
 NF1526
 NF1526.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1526
 NF1526. The following values were computed from the NAD 83(1994) position.
 NF1526
 NF1526;                    North         East     Units Scale Factor Converg.
 NF1526;SPC MI S     -   135,255.633 3,977,390.494   MT  0.99991114   -0 11 16.3
 NF1526;SPC MI S     -   443,752.08 13,049,181.41   iFT  0.99991114   -0 11 16.3
 NF1526;UTM  16      - 4,732,120.926   693,021.832   MT  1.00005839   +1 35 58.7
 NF1526
 NF1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1526!SPC MI S     -   0.99996288  x   0.99991114  =   0.99987402
 NF1526!UTM  16      -   0.99996288  x   1.00005839  =   1.00002127
 NF1526
 NF1526:                Primary Azimuth Mark                     Grid Az
 NF1526:SPC MI S     -  DELTA                                    345 50 49.2
 NF1526:UTM  16      -  DELTA                                    344 03 34.2
 NF1526
 NF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9302132120(NAD 83)
 NF1526
 NF1526|---------------------------------------------------------------------|
 NF1526| PID    Reference Object                     Distance      Geod. Az  |
 NF1526|                                                           dddmmss.s |
 NF1526| NF1480 LANSING DELTA TWP TANK              APPROX. 2.2 KM 0552028.5 |
 NF1526| NF1525 DELTA AZ MK A PT 1976                 5.936 METERS 30742     |
 NF1526| NF1539 DELTA                               APPROX. 0.6 KM 3453932.9 |
 NF1526|---------------------------------------------------------------------|
 NF1526
 NF1526                          SUPERSEDED SURVEY CONTROL
 NF1526
 NF1526  NAD 83(1986)-  42 43 02.41673(N)    084 38 33.76583(W) AD(       ) 2
 NF1526  NAD 27      -  42 43 02.29064(N)    084 38 33.82979(W) AD(       ) 2
 NF1526  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1526
 NF1526.Superseded values are not recommended for survey control.
 NF1526
 NF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1526.See file dsdata.pdf to determine how the superseded data were derived.
 NF1526
 NF1526_MARKER: DZ = AZIMUTH MARK DISK
 NF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1526_STAMPING: DELTA 1976
 NF1526_MARK LOGO: NGS
 NF1526_PROJECTION: RECESSED 3 CENTIMETERS
 NF1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1526+STABILITY: SURFACE MOTION
 NF1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1526+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 NF1526
 NF1526  HISTORY     - Date     Condition        Report By
 NF1526  HISTORY     - 1976     MONUMENTED       NGS
 NF1526  HISTORY     - 19961103 GOOD             USPSQD
 NF1526  HISTORY     - 20020906 GOOD             GEOCAC
 NF1526
 NF1526                          STATION DESCRIPTION
 NF1526
 NF1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1526'STATION MARK, A STANDARD DISK STAMPED DELTA 1976, IS SET IN THE TOP
 NF1526'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1526'GROUND.  IT IS IN A GRASS AREA ALONG SIDE AN ACCESS RAMP, 86.5 FEET
 NF1526'WEST OF THE CENTER OF CREYTS ROAD, 39 FEET SOUTH OF THE CENTER OF
 NF1526'THE ACCESS RAMP, 4.0 FEET WEST OF A LARGE UTILITY POLE, 2.8 FEET
 NF1526'WEST OF A METAL WITNESS POST AND 1 FOOT LOWER THAN THE RAMP.
 NF1526'
 NF1526'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1526
 NF1526                          STATION RECOVERY (1996)
 NF1526
 NF1526'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1526'RECOVERED IN GOOD CONDITION.
 NF1526
 NF1526                          STATION RECOVERY (2002)
 NF1526
 NF1526'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1115 ***********************************************************************
 NE1115  DESIGNATION -  DENBY DCS
 NE1115  PID         -  NE1115
 NE1115  STATE/COUNTY-  MI/WAYNE
 NE1115  COUNTRY     -  US
 NE1115  USGS QUAD   -  GROSSE POINTE (2017)
 NE1115
 NE1115                         *CURRENT SURVEY CONTROL
 NE1115  ______________________________________________________________________
 NE1115* NAD 83(1994) POSITION- 42 25 32.29680(N) 082 57 29.96413(W)   ADJUSTED
 NE1115* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 NE1115  ______________________________________________________________________
 NE1115  GEOID HEIGHT    -        -34.558 (meters)                     GEOID18
 NE1115  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 NE1115  HORZ ORDER      -  SECOND
 NE1115
 NE1115.The horizontal coordinates were established by classical geodetic methods
 NE1115.and adjusted by the National Geodetic Survey in February 1997.
 NE1115
 NE1115.The orthometric height was scaled from a topographic map.
 NE1115
 NE1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1115.GEOID18 height accuracy estimate available here.
 NE1115
 NE1115.Click photographs - Photos may exist for this station.
 NE1115
 NE1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1115
 NE1115. The following values were computed from the NAD 83(1994) position.
 NE1115
 NE1115;                    North         East     Units Scale Factor Converg.
 NE1115;SPC MI S     -   103,787.006 4,115,889.007   MT  0.99993882   +0 57 30.3
 NE1115;SPC MI S     -   340,508.55 13,503,572.86   iFT  0.99993882   +0 57 30.3
 NE1115;UTM  17      - 4,698,893.833   338,898.742   MT  0.99991933   -1 19 17.2
 NE1115
 NE1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1115!SPC MI S     -   0.99997643  x   0.99993882  =   0.99991525
 NE1115!UTM  17      -   0.99997643  x   0.99991933  =   0.99989576
 NE1115
 NE1115:                Primary Azimuth Mark                     Grid Az
 NE1115:SPC MI S     -  AIRPORT BCN DETROIT CITY APT             238 03 00.4
 NE1115:UTM  17      -  AIRPORT BCN DETROIT CITY APT             240 19 47.9
 NE1115
 NE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3889898893(NAD 83)
 NE1115
 NE1115|---------------------------------------------------------------------|
 NE1115| PID    Reference Object                     Distance      Geod. Az  |
 NE1115|                                                           dddmmss.s |
 NE1115| NE1327 AIRPORT BCN DETROIT CITY APT        APPROX. 4.1 KM 2390030.7 |
 NE1115| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 7.0 KM 2875252.1 |
 NE1115|---------------------------------------------------------------------|
 NE1115
 NE1115                          SUPERSEDED SURVEY CONTROL
 NE1115
 NE1115  NAD 83(1986)-  42 25 32.30351(N)    082 57 29.99784(W) AD(       ) 2
 NE1115  NAD 27      -  42 25 32.16901(N)    082 57 30.28622(W) AD(       ) 2
 NE1115
 NE1115.Superseded values are not recommended for survey control.
 NE1115
 NE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1115.See file dsdata.pdf to determine how the superseded data were derived.
 NE1115
 NE1115_MARKER: 86 = CUPOLA
 NE1115
 NE1115  HISTORY     - Date     Condition        Report By
 NE1115  HISTORY     - 1960     FIRST OBSERVED   MI1260
 NE1115  HISTORY     - 1966     GOOD             CGS
 NE1115  HISTORY     - 19991004 GOOD             USPSQD
 NE1115
 NE1115                          STATION DESCRIPTION
 NE1115
 NE1115'DESCRIBED BY CITY OF DETROIT MICHIGAN 1960 (JLC)
 NE1115'STATION LOCATED ON THE ROOF OF THE VENTILATOR CUPOLA ABOVE THE STAGE
 NE1115'OF THE DENBY HIGH SCHOOL AUDITORIUM.
 NE1115
 NE1115                          STATION RECOVERY (1966)
 NE1115
 NE1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1115'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1115
 NE1115                          STATION RECOVERY (1999)
 NE1115
 NE1115'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0554 ***********************************************************************
 PM0554  DESIGNATION -  DENTON
 PM0554  PID         -  PM0554
 PM0554  STATE/COUNTY-  MI/BENZIE
 PM0554  COUNTRY     -  US
 PM0554  USGS QUAD   -  FRANKFORT (2017)
 PM0554
 PM0554                         *CURRENT SURVEY CONTROL
 PM0554  ______________________________________________________________________
 PM0554* NAD 83(1994) POSITION- 44 38 49.41970(N) 086 13 12.20663(W)   ADJUSTED
 PM0554* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 PM0554  ______________________________________________________________________
 PM0554  GEOID HEIGHT    -        -35.641 (meters)                     GEOID18
 PM0554  LAPLACE CORR    -          7.60  (seconds)                    DEFLEC18
 PM0554  HORZ ORDER      -  SECOND
 PM0554
 PM0554.The horizontal coordinates were established by classical geodetic methods
 PM0554.and adjusted by the National Geodetic Survey in February 1997.
 PM0554
 PM0554.The orthometric height was scaled from a topographic map.
 PM0554
 PM0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0554.GEOID18 height accuracy estimate available here.
 PM0554
 PM0554.Click photographs - Photos may exist for this station.
 PM0554
 PM0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0554
 PM0554. The following values were computed from the NAD 83(1994) position.
 PM0554
 PM0554;                    North         East     Units Scale Factor Converg.
 PM0554;SPC MI C     -   149,513.266 5,852,995.322   MT  0.99992601   -1 18 33.3
 PM0554;SPC MI C     -   490,529.09 19,202,740.56   iFT  0.99992601   -1 18 33.3
 PM0554;UTM  16      - 4,944,040.399   561,847.647   MT  0.99964704   +0 32 53.2
 PM0554
 PM0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0554!SPC MI C     -   0.99996217  x   0.99992601  =   0.99988819
 PM0554!UTM  16      -   0.99996217  x   0.99964704  =   0.99960923
 PM0554
 PM0554:                Primary Azimuth Mark                     Grid Az
 PM0554:SPC MI C     -  KIRBY                                    089 18 53.4
 PM0554:UTM  16      -  KIRBY                                    087 27 26.9
 PM0554
 PM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6184744040(NAD 83)
 PM0554
 PM0554|---------------------------------------------------------------------|
 PM0554| PID    Reference Object                     Distance      Geod. Az  |
 PM0554|                                                           dddmmss.s |
 PM0554| CH1047 DENTON RM 1                          26.609 METERS 00216     |
 PM0554| PM0555 KIRBY                               APPROX. 0.8 KM 0880020.1 |
 PM0554| CH1048 DENTON RM 2                          17.904 METERS 27002     |
 PM0554| PM0558 BETSIE POINT LIGHTHOUSE             APPROX. 5.7 KM 3302146.2 |
 PM0554|---------------------------------------------------------------------|
 PM0554
 PM0554                          SUPERSEDED SURVEY CONTROL
 PM0554
 PM0554  NAD 83(1986)-  44 38 49.42800(N)    086 13 12.20357(W) AD(       ) 2
 PM0554  NAD 27      -  44 38 49.43200(N)    086 13 11.85900(W) AD(       ) 2
 PM0554
 PM0554.Superseded values are not recommended for survey control.
 PM0554
 PM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0554.See file dsdata.pdf to determine how the superseded data were derived.
 PM0554
 PM0554_MARKER: DS = TRIANGULATION STATION DISK
 PM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0554_STAMPING: DENTON 1932
 PM0554_MARK LOGO: CGS
 PM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0554+STABILITY: SURFACE MOTION
 PM0554
 PM0554  HISTORY     - Date     Condition        Report By
 PM0554  HISTORY     - 1932     MONUMENTED       CGS
 PM0554  HISTORY     - 1965     GOOD             USLS
 PM0554  HISTORY     - 1971     GOOD             NGS
 PM0554  HISTORY     - 1980     GOOD             MIDH
 PM0554  HISTORY     - 19960816 GOOD             USPSQD
 PM0554
 PM0554                          STATION DESCRIPTION
 PM0554
 PM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0554'ABOUT 1-1/4 MILES NORTHEAST OF FRANKFORT, IN NW 1/4 SEC. 23, T. 26
 PM0554'N., R. 16 W., ON RIGHT-OF-WAY OF UNUSED COUNTY ROAD, 5.7 FEET WEST OF
 PM0554'RIGHT-OF-WAY FENCE, 42.5 FEET EAST OF CENTER LINE OF VEHICLE
 PM0554'TRACK, 60 FEET EAST OF RIGHT-OF-WAY FENCE, 15.5 FEET SOUTH OF CENTER
 PM0554'OF GATE, AND ABOUT 500 FEET SOUTH OF EAST-WEST COUNTY ROAD.  TO
 PM0554'REACH FROM MAIN STREET IN FRANKFORT, FOLLOW ROUTE M-22 NORTH 0.25
 PM0554'MILE TO PARK, CONTINUE STRAIGHT NORTH THROUGH PARK 0.75 MILE
 PM0554'TO DIRT ROAD TO EAST, PROCEED EAST (KEEPING RIGHT FORK AT 0.15
 PM0554'MILE) 0.65 MILE TO TRACK LEADING SOUTH WHERE MAIN ROAD BEARS
 PM0554'LEFT (DOWNHILL), AND FOLLOW THIS TRACK SOUTH 0.1 MILE TO STATION
 PM0554'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PM0554'CONCRETE.  UPPER MARK PROJECTS 3 INCHES. REFERENCE AND AZIMUTH MARKS
 PM0554'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 6 INCHES,
 PM0554'IS ON RIGHT-OF-WAY OF ROAD, 1 FOOT WEST OF RIGHT-OF-WAY FENCE, 72
 PM0554'FEET NORTH OF CENTER OF GATE, AND 87.30 FEET FROM STATION
 PM0554'N 02 DEG 16 MIN E.  NO. 2 PROJECTS 4 INCHES, IS ON
 PM0554'RIGHT-OF-WAY OF ROAD, 1 FOOT EAST OF RIGHT-OF-WAY FENCE, AND 58.74
 PM0554'FEET FROM STATION S 89 DEG 58 MIN W.  AZIMUTH MARK PROJECTS 4
 PM0554'INCHES, IS ON RIGHT-OF-WAY OF SAME ROAD AT TOP OF FIRST HILL NORTH
 PM0554'OF STATION, ABOUT 200 YARDS SOUTHWEST OF SMALL HOUSE, 19 FEET WEST
 PM0554'OF CENTER LINE OF ROAD, 46 FEET WEST OF EAST RIGHT-OF-WAY FENCE,
 PM0554'92.5 FEET SOUTH OF 8-INCH BEECH TREE, AND APPROXIMATELY 0.25 MILE
 PM0554'FROM STATION N 02 DEG 03 MIN W.
 PM0554
 PM0554                          STATION RECOVERY (1965)
 PM0554
 PM0554'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0554'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0554'
 PM0554'TO REACH THE STATION FROM 7TH AND MAIN STREETS IN FRANKFORT, FOLLOW
 PM0554'M-22 NORTH 0.25 MILE TO A PARK, CONTINUE STRAIGHT NORTH THROUGH
 PM0554'PARK, 0.75 MILE ON BLACK TOP ROAD TO GRAVEL ROAD TO EAST, PROCEED
 PM0554'EAST 0.65 MILE TO DIRT ROAD TO SOUTH WHERE GRAVEL ROAD BEARS
 PM0554'NORTHEAST DOWNHILL, FOLLOW DIRT ROAD 0.1 MILE TO TOP OF GRADE AND
 PM0554'VICINITY OF STATION.  THE STATION IS 60 FEET EAST OF WEST
 PM0554'RIGHT-OF-WAY FENCE, 19 FEET EAST OF CENTERLINE OF PRESENT DIRT
 PM0554'ROAD, 5.5 FEET WEST OF EAST RIGHT-OF-WAY FENCE, SURFACE MARK BEING A
 PM0554'STANDARD BRONZE DISK SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT
 PM0554'FLUSH WITH THE GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD
 PM0554'BRONZE DISC SET IN BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE
 PM0554'GROUND.
 PM0554'
 PM0554'REFERENCE MARK NO. 1 IS 87.5 FEET NORTH OF STATION, ONE FOOT WEST OF
 PM0554'EAST RIGHT-OF-WAY FENCE, BEING A STANDARD BRONZE DISK SET IN TOP OF
 PM0554'10 INCH SQUARE CONCRETE MONUMENT ABOUT 1 INCH ABOVE THE GROUND
 PM0554'SURFACE.
 PM0554'
 PM0554'REFERENCE MARK NO. 2 IS 58.9 FEET WEST OF STATION, ONE FOOT EAST OF
 PM0554'WEST RIGHT-OF-WAY FENCE, BEING A STANDARD BRONZE DISK SET IN TOP 10
 PM0554'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 PM0554'
 PM0554'REFERENCE MARK NO. 3 IS 104.2 FEET SOUTH OF STATION, 60 FEET EAST OF
 PM0554'WEST RIGHT-OF-WAY FENCE, 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE,
 PM0554'BEING A STANDARD BRONZE DISK SET IN TOP OF 6 INCH DIAMETER CONCRETE
 PM0554'MONUMENT 3 INCHES ABOVE THE GROUND.
 PM0554'
 PM0554'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 PM0554
 PM0554                          STATION RECOVERY (1971)
 PM0554
 PM0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PM0554'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 PM0554
 PM0554                          STATION RECOVERY (1980)
 PM0554
 PM0554'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0554'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 PM0554'CONDITION.  REFERENCE MARK 2 AND AZIMUTH MARK HAVE BEEN DESTROYED.
 PM0554'
 PM0554'TO REACH DESCRIPTIONS OF 1932 AND 1965 ARE GOOD.
 PM0554
 PM0554                          STATION RECOVERY (1996)
 PM0554
 PM0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0519 ***********************************************************************
 RK0519  DESIGNATION -  DESHAMBO
 RK0519  PID         -  RK0519
 RK0519  STATE/COUNTY-  MI/MARQUETTE
 RK0519  COUNTRY     -  US
 RK0519  USGS QUAD   -  ANDERSON LAKE (2017)
 RK0519
 RK0519                         *CURRENT SURVEY CONTROL
 RK0519  ______________________________________________________________________
 RK0519* NAD 83(1994) POSITION- 46 09 04.18221(N) 087 27 47.54210(W)   ADJUSTED
 RK0519* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 RK0519  ______________________________________________________________________
 RK0519  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 RK0519  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 RK0519  HORZ ORDER      -  THIRD
 RK0519
 RK0519.The horizontal coordinates were established by classical geodetic methods
 RK0519.and adjusted by the National Geodetic Survey in February 1997.
 RK0519
 RK0519.The orthometric height was scaled from a topographic map.
 RK0519
 RK0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0519.GEOID18 height accuracy estimate available here.
 RK0519
 RK0519.Click photographs - Photos may exist for this station.
 RK0519
 RK0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0519
 RK0519. The following values were computed from the NAD 83(1994) position.
 RK0519
 RK0519;                    North         East     Units Scale Factor Converg.
 RK0519;SPC MI N     -   152,130.371 7,964,219.944   MT  0.99990556   -0 20 05.3
 RK0519;SPC MI N     -   499,115.39 26,129,330.52   iFT  0.99990556   -0 20 05.3
 RK0519;UTM  16      - 5,110,947.093   464,230.689   MT  0.99961573   -0 20 02.6
 RK0519
 RK0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0519!SPC MI N     -   0.99995334  x   0.99990556  =   0.99985890
 RK0519!UTM  16      -   0.99995334  x   0.99961573  =   0.99956909
 RK0519
 RK0519:                Primary Azimuth Mark                     Grid Az
 RK0519:SPC MI N     -  DESHAMBO AZ MK                           348 24 22.6
 RK0519:UTM  16      -  DESHAMBO AZ MK                           348 24 19.9
 RK0519
 RK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6423010947(NAD 83)
 RK0519
 RK0519|---------------------------------------------------------------------|
 RK0519| PID    Reference Object                     Distance      Geod. Az  |
 RK0519|                                                           dddmmss.s |
 RK0519| RK0511 LATHROP TV RELAY MAST               APPROX.18.4 KM 0903756.9 |
 RK0519| CJ2426 DESHAMBO RM 1                        30.224 METERS 21133     |
 RK0519| CJ2427 DESHAMBO RM 2                        25.985 METERS 32142     |
 RK0519| CJ2425 DESHAMBO AZ MK                                     3480417.3 |
 RK0519|---------------------------------------------------------------------|
 RK0519
 RK0519                          SUPERSEDED SURVEY CONTROL
 RK0519
 RK0519  NAD 83(1986)-  46 09 04.17775(N)    087 27 47.53918(W) AD(       ) 3
 RK0519  NAD 27      -  46 09 04.35700(N)    087 27 47.04700(W) AD(       ) 3
 RK0519
 RK0519.Superseded values are not recommended for survey control.
 RK0519
 RK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0519.See file dsdata.pdf to determine how the superseded data were derived.
 RK0519
 RK0519_MARKER: DS = TRIANGULATION STATION DISK
 RK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0519_STAMPING: DESHAMBO 1956
 RK0519_MARK LOGO: CGS
 RK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0519+STABILITY: SURFACE MOTION
 RK0519
 RK0519  HISTORY     - Date     Condition        Report By
 RK0519  HISTORY     - 1956     MONUMENTED       CGS
 RK0519
 RK0519                          STATION DESCRIPTION
 RK0519
 RK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0519'THE STATION IS IN SECTION 5, T 43 N, R 25 W, ABOUT 8-3/4 MILES SOUTH
 RK0519'OF GWINN, AND 1/4 MILE NORTH OF A GROUP OF BUILDINGS KNOWN LOCALLY
 RK0519'AS THE DESHAMBO SETTLEMENT.  THE STATION IS AT THE WEST RIGHT-OF-WAY
 RK0519'OF MARQUETTE COUNTY ROAD 557 JUST EAST OF A POWER LINE.
 RK0519'
 RK0519'TO REACH THE STATION FROM THE POST OFFICE IN GWINN, GO NORTHWEST ON
 RK0519'HIGHWAY M 35 FOR 1.6 MILES TO ROAD FORKS AND POST OFFICE AT
 RK0519'PRINCETON. TAKE LEFT FORK, GO SOUTHWEST ON THE BLACKTOP AND GRAVEL
 RK0519'ROAD FOR 1.6 MILES TO THE JUNCTION OF MARQUETTE COUNTY ROAD 557.
 RK0519'TURN LEFT, CONTINUE SOUTHERLY, GRAVEL ROAD, ON MARQUETTE
 RK0519'COUNTY ROAD FOR 5.95 MILES TO JUNCTION WITH MARQUETTE COUNTY ROAD
 RK0519'438.  KEEP LEFT FORK, MARQUETTE COUNTY ROAD 557, GO 3.15 MILES TO
 RK0519'AZIMUTH MARK ON THE RIGHT. CONTINUE ON 0.55 MILE TO STATION ON THE
 RK0519'RIGHT.
 RK0519'
 RK0519'STATION MARKS, ARE STANDARD DISKS, STAMPED DESHAMBO 1956.  THE
 RK0519'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 RK0519'PROJECTS 4 INCHES.  IT IS 125 FEET WEST OF CENTER OF ROAD, 88 FEET
 RK0519'SOUTHEAST OF POWER LINE POLE NO. 37.428, AND 80 FEET NORTHEAST OF
 RK0519'WHERE POWER LINE CROSSES OVER TRACK ROAD.  A STANDARD WITNESS POST
 RK0519'WAS SET 3 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND STATION
 RK0519'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 RK0519'GROUND.
 RK0519'
 RK0519'REFERENCE MARK 1, A STANDARD DISK, STAMPED DESHAMBO NO 1 1956, IS SET
 RK0519'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24 FEET
 RK0519'WEST OF THE WEST POWER LINE, AND 10 FEET SOUTHWEST OF TRACK ROAD.
 RK0519'
 RK0519'REFERENCE MARK 2, A STANDARD DISK, STAMPED DESHAMBO NO 2 1956, IS SET
 RK0519'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 RK0519'SOUTH OF POWER LINE POLE NO. 37.428.
 RK0519'
 RK0519'AZIMUTH MARK, A STANDARD DISK, STAMPED DESHAMBO 1956, IS SET IN A
 RK0519'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 58 FEET WEST OF
 RK0519'CENTER OF ROAD, 50 FEET SOUTH OF A TRACK ROAD, AND 2 FEET EAST OF A
 RK0519'POWER LINE POLE NO. 37.480.  A STANDARD WITNESS POST WAS SET 1
 RK0519'FOOT WEST OF MARK.
 RK0519'
 RK0519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6840 ***********************************************************************
 AA6840  CBN         -  This is a Cooperative Base Network Control Station.
 AA6840  PACS        -  This is a Primary Airport Control Station.
 AA6840  DESIGNATION -  DET D
 AA6840  PID         -  AA6840
 AA6840  STATE/COUNTY-  MI/WAYNE
 AA6840  COUNTRY     -  US
 AA6840  USGS QUAD   -  HIGHLAND PARK (2017)
 AA6840
 AA6840                         *CURRENT SURVEY CONTROL
 AA6840  ______________________________________________________________________
 AA6840* NAD 83(2011) POSITION- 42 25 04.98196(N) 083 01 03.47617(W)   ADJUSTED
 AA6840* NAD 83(2011) ELLIP HT-   155.031 (meters)        (06/27/12)   ADJUSTED
 AA6840* NAD 83(2011) EPOCH   -  2010.00
 AA6840* NAVD 88 ORTHO HEIGHT -   189.538 (meters)      621.84  (feet) ADJUSTED
 AA6840  ______________________________________________________________________
 AA6840  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 AA6840  NAD 83(2011) X  -    573,285.106 (meters)                     COMP
 AA6840  NAD 83(2011) Y  - -4,680,941.010 (meters)                     COMP
 AA6840  NAD 83(2011) Z  -  4,280,103.379 (meters)                     COMP
 AA6840  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AA6840  DYNAMIC HEIGHT  -        189.484 (meters)      621.67  (feet) COMP
 AA6840  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 AA6840
 AA6840  VERT ORDER      -  SECOND    CLASS I
 AA6840
 AA6840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6840  Standards:
 AA6840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6840  -------------------------------------------------------------------
 AA6840  NETWORK    0.20   0.31           0.09   0.07   0.16     -0.02176815
 AA6840  -------------------------------------------------------------------
 AA6840  Click here for local accuracies and other accuracy information.
 AA6840
 AA6840.This mark is at Detroit City Airport (DET)
 AA6840
 AA6840.The horizontal coordinates were established by GPS observations
 AA6840.and adjusted by the National Geodetic Survey in June 2012.
 AA6840
 AA6840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6840.been affixed to the stable North American tectonic plate. See 
 AA6840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6840
 AA6840.The horizontal coordinates are valid at the epoch date displayed above
 AA6840.which is a decimal equivalence of Year/Month/Day.
 AA6840
 AA6840.The orthometric height was determined by differential leveling and
 AA6840.adjusted by the NATIONAL GEODETIC SURVEY
 AA6840.in July 2007.
 AA6840
 AA6840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6840.GEOID18 height accuracy estimate available here.
 AA6840
 AA6840.Click photographs - Photos may exist for this station.
 AA6840
 AA6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6840
 AA6840.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6840
 AA6840.The ellipsoidal height was determined by GPS observations
 AA6840.and is referenced to NAD 83.
 AA6840
 AA6840.The dynamic height is computed by dividing the NAVD 88
 AA6840.geopotential number by the normal gravity value computed on the
 AA6840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6840.degrees latitude (g = 980.6199 gals.).
 AA6840
 AA6840.The modeled gravity was interpolated from observed gravity values.
 AA6840
 AA6840. The following values were computed from the NAD 83(2011) position.
 AA6840
 AA6840;                    North         East     Units Scale Factor Converg.
 AA6840;SPC MI S     -   102,864.422 4,111,022.557   MT  0.99993988   +0 55 05.0
 AA6840;SPC MI S     -   337,481.70 13,487,606.81   iFT  0.99993988   +0 55 05.0
 AA6840;UTM  17      - 4,698,165.553   333,999.498   MT  0.99993905   -1 21 40.6
 AA6840
 AA6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6840!SPC MI S     -   0.99997569  x   0.99993988  =   0.99991557
 AA6840!UTM  17      -   0.99997569  x   0.99993905  =   0.99991474
 AA6840
 AA6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3399998165(NAD 83)
 AA6840
 AA6840                          SUPERSEDED SURVEY CONTROL
 AA6840
 AA6840  NAD 83(2007)-  42 25 04.98210(N)    083 01 03.47678(W) AD(2002.00) 1
 AA6840  ELLIP H (06/10/07)  155.039  (m)                       GP(2002.00) 4 1
 AA6840  NAD 83(2007)-  42 25 04.98206(N)    083 01 03.47744(W) AD(2002.00) 0
 AA6840  ELLIP H (02/10/07)  155.021  (m)                       GP(2002.00)    
 AA6840  ELLIP H (07/12/02)  155.072  (m)                       GP(       ) 4 2
 AA6840  NAD 83(1994)-  42 25 04.98203(N)    083 01 03.47695(W) AD(       ) B
 AA6840  ELLIP H (09/20/95)  155.103  (m)                       GP(       ) 1 2
 AA6840  NAD 83(1986)-  42 25 04.98645(N)    083 01 03.50937(W) AD(       ) 1
 AA6840  NAVD 88             189.54   (m)          621.8    (f) LEVELING    3  
 AA6840  NAVD 88 (09/20/95)  189.58   (m)  GEOID93  model used  GPS OBS        
 AA6840  NAVD 88 (07/20/95)  189.33   (m)  GEOID93  model used  GPS OBS        
 AA6840
 AA6840.Superseded values are not recommended for survey control.
 AA6840
 AA6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6840.See file dsdata.pdf to determine how the superseded data were derived.
 AA6840
 AA6840_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA6840_SP_SET: TOWER BASE
 AA6840_STAMPING: DET D 1994
 AA6840_MARK LOGO: NGS
 AA6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6840+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2020
 AA6840
 AA6840  HISTORY     - Date     Condition        Report By
 AA6840  HISTORY     - 1994     MONUMENTED       NGS
 AA6840  HISTORY     - 20060420 GOOD             MIDT
 AA6840  HISTORY     - 20200601 GOOD             MIDT
 AA6840
 AA6840                          STATION DESCRIPTION
 AA6840
 AA6840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6840'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHEAST OF DOWNTOWN DETROIT,
 AA6840'AT THE DETROIT CITY AIRPORT, AT THE NORTHWEST END OF THE AIRPORT, IN
 AA6840'THE GRASS STRIP BETWEEN RUNWAY 15-33 AND THE SOUTHWEST PERIMETER
 AA6840'FENCE. IN THE NORTH CORNER OF A FOUNDATION OF A NOW REMOVED BUILDING.
 AA6840'OWNERSHIP-- CITY OF DETROIT  11409 CONNER AVENUE DEROIT, MICHIGAN
 AA6840'48213.  AIRPORT MANAGER IS JOHN CLARK III, PHONE 313-267-6404. ESCORT
 AA6840'REQUIRED TO REACH STATION.  CONTACT EUGENE STEFANI AIRPORT FOREMAN,
 AA6840'313-267-6405. TO REACH FROM THE JUNCTION OF INTERSTATE 94 AND CONNER
 AA6840'AVENUE (EXIT 220) ABOUT 8 KM (5.0 MI) NORHTEAST OF DOWNTOWN DETROIT,
 AA6840'GO NORTHWEST ON CONNER AVENUE FOR 1.24 KM (0.77 MI) TO A CROSS STREET
 AA6840'(GRATIOT AVENUE).  CONTINUE AHEAD FOR 0.4 MILESTO THE AIRPORT ENTRANCE
 AA6840'AND TERMINAL BUILDING ON THE LEFT, GO NORTHWEST ON ALPHA TAXIWAY FOR
 AA6840'0.9 MILESTO A PAVED PERIMETER ROAD AHEAD,  TAKE THE PERIMETER ROAD
 AA6840'AROUND THE NORTH END O RUNWAY 15 FOR 0.2 MILESTO THE STATION ON THE
 AA6840'RIGHT INSIDE THE PERIMETER FENCE FROM THE INTERSECTION OF FRENCH AND
 AA6840'NUREMBERG STREETS. STATION MARK IS A DISK SET IN A DRILL HOLE IN THE
 AA6840'CENTER OF  A 1.85 M (6.07 FT) SQUARE CONCRETE FOUNDATION PROJECTING
 AA6840'0.3 M (1.0 FT) ABOVE THE GROUND.  IT IS 4.4 M (14.4 FT) WEST-SOUTHWEST
 AA6840'OF THE CENTER OF THE PERIMETER ROAD AND 3.0 M (9.8 FT) EAST-NORTHEAST
 AA6840'OF  A FIBERGLASS WITNESS POST IN THE PERIMETER CHAIN LINK FENCE.
 AA6840
 AA6840                          STATION RECOVERY (2006)
 AA6840
 AA6840'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA6840'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION, THE STATION
 AA6840'IS 1.92 METERS (6.3 FEET) SOUTHWEST OF A CARSONITE WITNESS POST.
 AA6840'--NOTE-- NEW AIRPORT MANAGER NUMBER IS 1-313-852-6403, EXT 0, ASK FOR
 AA6840'CHARLES
 AA6840
 AA6840                          STATION RECOVERY (2020)
 AA6840
 AA6840'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JN)
 AA6840'LOCATED ON RESTRICTED AIRPORT PROPERTY NEAR NORTHWEST CORNER.  CONTACT
 AA6840'AIRPORT MANAGER FOR PERMISSION TO ENTER GROUNDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0724 ***********************************************************************
 QK0724  DESIGNATION -  DETACHEE
 QK0724  PID         -  QK0724
 QK0724  STATE/COUNTY-  MI/MACKINAC
 QK0724  COUNTRY     -  US
 QK0724  USGS QUAD   -  ROUND ISLAND (2017)
 QK0724
 QK0724                         *CURRENT SURVEY CONTROL
 QK0724  ______________________________________________________________________
 QK0724* NAD 83(1994) POSITION- 45 48 37.73164(N) 084 30 14.66400(W)   ADJUSTED
 QK0724* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0724  ______________________________________________________________________
 QK0724  GEOID HEIGHT    -        -35.844 (meters)                     GEOID18
 QK0724  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 QK0724  HORZ ORDER      -  FIRST
 QK0724
 QK0724.The horizontal coordinates were established by classical geodetic methods
 QK0724.and adjusted by the National Geodetic Survey in February 1997.
 QK0724
 QK0724.The orthometric height was scaled from a topographic map.
 QK0724
 QK0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0724.GEOID18 height accuracy estimate available here.
 QK0724
 QK0724.Click photographs - Photos may exist for this station.
 QK0724
 QK0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0724
 QK0724. The following values were computed from the NAD 83(1994) position.
 QK0724
 QK0724;                    North         East     Units Scale Factor Converg.
 QK0724;SPC MI N     -   117,215.693 8,193,957.468   MT  0.99993696   +1 48 14.5
 QK0724;SPC MI N     -   384,565.92 26,883,062.56   iFT  0.99993696   +1 48 14.5
 QK0724;UTM  16      - 5,076,020.587   693,922.493   MT  1.00006234   +1 47 24.8
 QK0724
 QK0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0724!SPC MI N     -   0.99997773  x   0.99993696  =   0.99991469
 QK0724!UTM  16      -   0.99997773  x   1.00006234  =   1.00004007
 QK0724
 QK0724:                Primary Azimuth Mark                     Grid Az
 QK0724:SPC MI N     -  LITTLE ST MARTIN                         340 58 04.3
 QK0724:UTM  16      -  LITTLE ST MARTIN                         340 58 54.0
 QK0724
 QK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9392276020(NAD 83)
 QK0724
 QK0724|---------------------------------------------------------------------|
 QK0724| PID    Reference Object                     Distance      Geod. Az  |
 QK0724|                                                           dddmmss.s |
 QK0724| QK0722 LITTLE ST MARTIN                    APPROX.15.8 KM 3424618.8 |
 QK0724|---------------------------------------------------------------------|
 QK0724
 QK0724                          SUPERSEDED SURVEY CONTROL
 QK0724
 QK0724  NAD 83(1986)-  45 48 37.72336(N)    084 30 14.66338(W) AD(       ) 1
 QK0724  NAD 27      -  45 48 37.67900(N)    084 30 14.53200(W) AD(       ) 1
 QK0724
 QK0724.Superseded values are not recommended for survey control.
 QK0724
 QK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0724.See file dsdata.pdf to determine how the superseded data were derived.
 QK0724
 QK0724_MARKER: S = SPIKE
 QK0724_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0724
 QK0724  HISTORY     - Date     Condition        Report By
 QK0724  HISTORY     - 1926     MONUMENTED       USLS
 QK0724  HISTORY     - 1964     GOOD             USLS
 QK0724  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0724
 QK0724                          STATION DESCRIPTION
 QK0724
 QK0724'DESCRIBED BY US LAKE SURVEY 1926
 QK0724'ON POINT DETACHEE, ON NORTH SIDE OF BOIS BLANC ISLAND, IN STRAITS OF
 QK0724'MACKINAC, IN GRASSY MEADOW, ABOUT 5 METERS (16 FEET) SOUTH OF ROAD,
 QK0724'120 METERS (394 FEET) N. 52 DEG E. AND 90 METERS (295 FEET) N. 5 DEG
 QK0724'W. OF TWO BUILDINGS.  MARKED BY SPIKE IN CONCRETE MONUMENT, TOP FLUSH
 QK0724'WITH SURFACE OF GROUND.
 QK0724
 QK0724                          STATION RECOVERY (1964)
 QK0724
 QK0724'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0724'TO REACH STATION PROCEED BY BOAT TO THE NORTHERLY SIDE OF BOIS BLANC
 QK0724'ISLAND TO THE FERRY DOCK.  FROM THE FERRY DOCK PROCEED WESTERLY 0.4
 QK0724'MILE TO A ROAD RIGHT, TURN RIGHT AND PROCEED NORTH AND WEST ON MAIN
 QK0724'ROAD TO WEST END OF ISLAND FOR 6.2 MILES TO A ROAD RIGHT, TURN RIGHT
 QK0724'AND PROCEED 1.0 MILE TO A RIGHT ANGLE TURN AND PROCEED EASTERLY 1.15
 QK0724'MILE TO PT. DETACHEE.
 QK0724'
 QK0724'STATION IS MARKED BY A LARGE SPIKE HEAD A LITTLE NORTH OF CENTER IN A
 QK0724'3/4 FOOT DIAMETER CONCRETE MONUMENT IN A GLAZED TILE WITH THE LETTERS
 QK0724'US SCRIBED IN THE CONCRETE FLUSH WITH THE GROUND.
 QK0724'
 QK0724'STATION RECOVERED IN GOOD CONDITION.
 QK0724
 QK0724                          STATION RECOVERY (1995)
 QK0724
 QK0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0340 ***********************************************************************
 QJ0340  DESIGNATION -  DETOUR
 QJ0340  PID         -  QJ0340
 QJ0340  STATE/COUNTY-  MI/CHIPPEWA
 QJ0340  COUNTRY     -  US
 QJ0340  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0340
 QJ0340                         *CURRENT SURVEY CONTROL
 QJ0340  ______________________________________________________________________
 QJ0340* NAD 83(1994) POSITION- 45 59 48.69818(N) 083 54 52.17972(W)   ADJUSTED
 QJ0340* NAD 83(1994) ELLIP HT-   182.930 (meters)        (02/03/97)   ADJUSTED
 QJ0340* NAVD 88 ORTHO HEIGHT -   219.7   (meters)      721.    (feet) VERTCON3
 QJ0340  ______________________________________________________________________
 QJ0340  GEOID HEIGHT    -        -36.792 (meters)                     GEOID18
 QJ0340  NAD 83(1994) X  -    470,557.607 (meters)                     COMP
 QJ0340  NAD 83(1994) Y  - -4,413,685.215 (meters)                     COMP
 QJ0340  NAD 83(1994) Z  -  4,565,136.716 (meters)                     COMP
 QJ0340  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 QJ0340  HORZ ORDER      -  FIRST
 QJ0340  ELLP ORDER      -  FOURTH    CLASS I
 QJ0340
 QJ0340.The horizontal coordinates were established by classical geodetic methods
 QJ0340.and adjusted by the National Geodetic Survey in February 1997.
 QJ0340
 QJ0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0340
 QJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0340.GEOID18 height accuracy estimate available here.
 QJ0340
 QJ0340.Click photographs - Photos may exist for this station.
 QJ0340
 QJ0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0340
 QJ0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0340
 QJ0340.The ellipsoidal height was determined by GPS observations
 QJ0340.and is referenced to NAD 83.
 QJ0340
 QJ0340. The following values were computed from the NAD 83(1994) position.
 QJ0340
 QJ0340;                    North         East     Units Scale Factor Converg.
 QJ0340;SPC MI N     -   139,527.326 8,238,946.404   MT  0.99991544   +2 13 48.6
 QJ0340;SPC MI N     -   457,766.82 27,030,664.06   iFT  0.99991544   +2 13 48.6
 QJ0340;UTM  17      - 5,097,829.259   274,314.467   MT  1.00022619   -2 05 50.2
 QJ0340
 QJ0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0340!SPC MI N     -   0.99997132  x   0.99991544  =   0.99988677
 QJ0340!UTM  17      -   0.99997132  x   1.00022619  =   1.00019751
 QJ0340
 QJ0340:                Primary Azimuth Mark                     Grid Az
 QJ0340:SPC MI N     -  BRUDER                                   178 15 32.5
 QJ0340:UTM  17      -  BRUDER                                   182 35 11.3
 QJ0340
 QJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7431497829(NAD 83)
 QJ0340
 QJ0340|---------------------------------------------------------------------|
 QJ0340| PID    Reference Object                     Distance      Geod. Az  |
 QJ0340|                                                           dddmmss.s |
 QJ0340| QJ0311 BRUDER                              APPROX.66.6 KM 1802921.1 |
 QJ0340|---------------------------------------------------------------------|
 QJ0340
 QJ0340                          SUPERSEDED SURVEY CONTROL
 QJ0340
 QJ0340  NAD 83(1986)-  45 59 48.68501(N)    083 54 52.17261(W) AD(       ) 1
 QJ0340  NAD 27      -  45 59 48.62000(N)    083 54 52.14000(W) AD(       ) 1
 QJ0340  USSD        -  45 59 49.35100(N)    083 54 51.31400(W) AD(       ) 3
 QJ0340  NGVD 29 (05/22/90)  219.7    (m)  RAPSU86  model used  GPS OBS        
 QJ0340
 QJ0340.Superseded values are not recommended for survey control.
 QJ0340
 QJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0340
 QJ0340_MARKER: V = STONE MONUMENT
 QJ0340_PROJECTION: RECESSED 5 CENTIMETERS
 QJ0340_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0340+STABILITY: SURFACE MOTION
 QJ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0340+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0340
 QJ0340  HISTORY     - Date     Condition        Report By
 QJ0340  HISTORY     - 1894     MONUMENTED       USLS
 QJ0340  HISTORY     - 1903     GOOD             USLS
 QJ0340  HISTORY     - 1988     GOOD             USACE
 QJ0340
 QJ0340                          STATION DESCRIPTION
 QJ0340
 QJ0340'DESCRIBED BY US LAKE SURVEY 1903
 QJ0340'ABOUT 1 MILE WEST OF PICAND, MATHER AND CO., S DOCK AT DETOUR, ON TOP
 QJ0340'OF HILL, AND ABOUT 800 FEET
 QJ0340'SOUTH OF EAST-AND-WEST ROAD.  MARKED BY 6 BY 6-INCH CUT STONE
 QJ0340'2 INCHES BELOW SURFACE OF GROUND.
 QJ0340'STATION SITE IS WELL MARKED BY 8 CONCRETE
 QJ0340'FOUNDATION LEGS OF TOWER.
 QJ0340
 QJ0340                          STATION RECOVERY (1988)
 QJ0340
 QJ0340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0340'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH9228 ***********************************************************************
 AH9228  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH9228  DESIGNATION -  DETOUR MARINA
 AH9228  PID         -  AH9228
 AH9228  STATE/COUNTY-  MI/CHIPPEWA
 AH9228  COUNTRY     -  US
 AH9228  USGS QUAD   -  DE TOUR VILLAGE (2017)
 AH9228
 AH9228                         *CURRENT SURVEY CONTROL
 AH9228  ______________________________________________________________________
 AH9228* NAD 83(2011) POSITION- 45 59 56.20538(N) 083 54 01.92995(W)   ADJUSTED
 AH9228* NAD 83(2011) ELLIP HT-   141.152 (meters)        (06/27/12)   ADJUSTED
 AH9228* NAD 83(2011) EPOCH   -  2010.00
 AH9228* NAVD 88 ORTHO HEIGHT -   177.973 (meters)      583.90  (feet) ADJUSTED
 AH9228  ______________________________________________________________________
 AH9228  GEOID HEIGHT    -        -36.814 (meters)                     GEOID18
 AH9228  NAD 83(2011) X  -    471,612.045 (meters)                     COMP
 AH9228  NAD 83(2011) Y  - -4,413,375.801 (meters)                     COMP
 AH9228  NAD 83(2011) Z  -  4,565,267.688 (meters)                     COMP
 AH9228  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 AH9228  DYNAMIC HEIGHT  -        177.976 (meters)      583.91  (feet) COMP
 AH9228  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 AH9228
 AH9228  VERT ORDER      -  SECOND    CLASS I
 AH9228
 AH9228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9228  Standards:
 AH9228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9228  -------------------------------------------------------------------
 AH9228  NETWORK    0.30   0.65           0.14   0.09   0.33     -0.00660289
 AH9228  -------------------------------------------------------------------
 AH9228  Click here for local accuracies and other accuracy information.
 AH9228
 AH9228.The horizontal coordinates were established by GPS observations
 AH9228.and adjusted by the National Geodetic Survey in June 2012.
 AH9228
 AH9228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9228.been affixed to the stable North American tectonic plate. See 
 AH9228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9228
 AH9228.The horizontal coordinates are valid at the epoch date displayed above
 AH9228.which is a decimal equivalence of Year/Month/Day.
 AH9228
 AH9228.The orthometric height was determined by differential leveling and
 AH9228.adjusted by the NATIONAL GEODETIC SURVEY
 AH9228.in August 2024.
 AH9228
 AH9228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9228.GEOID18 height accuracy estimate available here.
 AH9228
 AH9228.This Water Level Mark is designated as VM 18304
 AH9228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH9228
 AH9228.Click photographs - Photos may exist for this station.
 AH9228
 AH9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9228
 AH9228.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9228
 AH9228.The ellipsoidal height was determined by GPS observations
 AH9228.and is referenced to NAD 83.
 AH9228
 AH9228.The dynamic height is computed by dividing the NAVD 88
 AH9228.geopotential number by the normal gravity value computed on the
 AH9228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9228.degrees latitude (g = 980.6199 gals.).
 AH9228
 AH9228.The modeled gravity was interpolated from observed gravity values.
 AH9228
 AH9228. The following values were computed from the NAD 83(2011) position.
 AH9228
 AH9228;                    North         East     Units Scale Factor Converg.
 AH9228;SPC MI N     -   139,801.087 8,240,017.745   MT  0.99991526   +2 14 24.9
 AH9228;SPC MI N     -   458,664.98 27,034,178.95   iFT  0.99991526   +2 14 24.9
 AH9228;UTM  17      - 5,098,021.457   275,403.746   MT  1.00022016   -2 05 14.3
 AH9228
 AH9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9228!SPC MI N     -   0.99997787  x   0.99991526  =   0.99989313
 AH9228!UTM  17      -   0.99997787  x   1.00022016  =   1.00019803
 AH9228
 AH9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7540398021(NAD 83)
 AH9228
 AH9228                          SUPERSEDED SURVEY CONTROL
 AH9228
 AH9228  NAD 83(2007)-  45 59 56.20583(N)    083 54 01.93061(W) AD(2002.00) 0
 AH9228  ELLIP H (02/10/07)  141.162  (m)                       GP(2002.00)    
 AH9228  ELLIP H (07/12/02)  141.172  (m)                       GP(       ) 3 2
 AH9228  NAD 83(1997)-  45 59 56.20589(N)    083 54 01.93136(W) AD(       ) A
 AH9228  ELLIP H (05/25/99)  141.148  (m)                       GP(       ) 3 1
 AH9228  NAVD 88 (08/23/11)  178.0    (m)  GEOID09  model used  GPS OBS        
 AH9228  NAVD 88 (10/11/07)  178.0    (m)  GEOID03  model used  GPS OBS        
 AH9228  NAVD 88 (05/25/99)  177.9    (m)  GEOID96  model used  GPS OBS        
 AH9228
 AH9228.Superseded values are not recommended for survey control.
 AH9228
 AH9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9228.See file dsdata.pdf to determine how the superseded data were derived.
 AH9228
 AH9228_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9228_SETTING: 66 = SET IN ROCK OUTCROP
 AH9228_STAMPING: DETOUR MARINA 1997
 AH9228_MARK LOGO: NGS
 AH9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9228+STABILITY: POSITION/ELEVATION WELL
 AH9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9228+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 AH9228
 AH9228  HISTORY     - Date     Condition        Report By
 AH9228  HISTORY     - 1997     MONUMENTED       NGS
 AH9228  HISTORY     - 20010915 GOOD             JCLS
 AH9228  HISTORY     - 20010920 GOOD             JCLS
 AH9228  HISTORY     - 2005     GOOD             NGS
 AH9228  HISTORY     - 20050802 GOOD             NGS
 AH9228  HISTORY     - 20100604 GOOD             NGS
 AH9228  HISTORY     - 20150806 GOOD             NGS
 AH9228  HISTORY     - 20220726 GOOD             CO-OPS
 AH9228  HISTORY     - 20220815 GOOD             NGS
 AH9228
 AH9228                          STATION DESCRIPTION
 AH9228
 AH9228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH9228'THE STATION IS LOCATED IN DETOUR VILLAGE, MI., AT THE DETOUR HARBOR
 AH9228'MARINA.  SET IN A DRILL HOLE IN A 1X1-FOOT AREA OF EXPOSED BEDROCK,
 AH9228'NORTH OF THE HARBOR MARINA OFFICE, SOUTH OF A WEATHER STATION AND
 AH9228'BETWEEN THE WATERS EDGE AND A SIDEWALK.  OWNERSHIP--STATE OF MICHIGAN.
 AH9228'OPERATED BY NORTH PASSAGE MARINE, INC.  P.O.  BOX 145, DETOUR VILLAGE,
 AH9228'MI.  49725.  MARINA MANAGER LINDA K.  TELDER. NOTE--THIS STATION IS 1
 AH9228'OF THE (INTERNATIONAL GREAT LAKES DATUM POINTS).  TO REACH THE STATION
 AH9228'FROM THE JUNCTION OF STATE HIGHWAY 134 EAST (ELIZABETH ST.) AND
 AH9228'(ONTARIO ST.) IN DETOUR VILLAGE, GO NORTH, 0.6 KM (0.35 MI) ALONG
 AH9228'ONTARIO STREET TO THE HARBOR/MARINA ENTRANCE ON THE RIGHT.  TURN
 AH9228'RIGHT, EAST, FOR ABOUT 40.0 M (131.2 FT) TO A PARKING LOT AND OFFICE
 AH9228'ON THE LEFT.  TURN LEFT, NORTH, 0.12 KM (0.05 MI) ACROSS PARKING LOT
 AH9228'AND PAST OFFICE TO THE STATION, BETWEEN THE WATER AND THE SIDEWALK.
 AH9228'STATION IS 28.7 M (94.2 FT) NORTH-NORTHEAST OF THE MARINA OFFICE
 AH9228'BUILDINGS NORTH CORNER, 20.1 M (65.9 FT) SOUTH OF THE SOUTHWEST CORNER
 AH9228'OF A CHAIN-LINK FENCE AROUND A WEATHER TOWER/STATION, 13.5 M (44.3 FT)
 AH9228'NORTH OF THE NORTH 1 OF 2 BARBECUE GRILL PEDESTALS, 6.1 M (20.0 FT)
 AH9228'WEST OF A WITNESS POST NEAR THE WATERS EDGE, 3.5 M (11.5 FT) EAST OF A
 AH9228'SIDEWALK, AND THE STATION IS ABOUT LEVEL WITH THE SIDEWALK AND
 AH9228'RECESSED ABOUT 4-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES
 AH9228
 AH9228                          STATION RECOVERY (2001)
 AH9228
 AH9228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AH9228'RECOVERED AS DESCRIBED.
 AH9228
 AH9228                          STATION RECOVERY (2001)
 AH9228
 AH9228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AH9228'RECOVERED IN GOOD CONDITION.
 AH9228
 AH9228                          STATION RECOVERY (2005)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AH9228'RECOVERED AS DESCRIBED.
 AH9228
 AH9228                          STATION RECOVERY (2005)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH9228'WEATHER STATION AND ITS FENCE ARE GONE.  MARK IS 22.6 M SSE OF DOOR TO
 AH9228'TAN PUMPHOUSE AND 23.1 M ESE OF BIRD HOUSE POLE.
 AH9228
 AH9228                          STATION RECOVERY (2010)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AH9228'RECOVERED AS DESCRIBED.
 AH9228
 AH9228                          STATION RECOVERY (2015)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AH9228'RECOVERED IN GOOD CONDITION.
 AH9228
 AH9228                          STATION RECOVERY (2022)
 AH9228
 AH9228'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 AH9228'RECOVERED IN GOOD CONDITION.
 AH9228'
 AH9228'NOTE-THE ADDRESS OF THE DETOUR HARBOR MARINA - MI DNR IS 600 ONTARIO
 AH9228'STREET DE TOUR VILLAGE.
 AH9228
 AH9228                          STATION RECOVERY (2022)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AH9228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0343 ***********************************************************************
 QJ0343  DESIGNATION -  DETOUR REEF LIGHT
 QJ0343  PID         -  QJ0343
 QJ0343  STATE/COUNTY-  MI/CHIPPEWA
 QJ0343  COUNTRY     -  US
 QJ0343  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0343
 QJ0343                         *CURRENT SURVEY CONTROL
 QJ0343  ______________________________________________________________________
 QJ0343* NAD 83(1994) POSITION- 45 56 56.88997(N) 083 54 11.22177(W)   ADJUSTED
 QJ0343  ______________________________________________________________________
 QJ0343  GEOID HEIGHT    -        -36.839 (meters)                     GEOID18
 QJ0343  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 QJ0343  HORZ ORDER      -  THIRD
 QJ0343
 QJ0343.The horizontal coordinates were established by classical geodetic methods
 QJ0343.and adjusted by the National Geodetic Survey in February 1997.
 QJ0343
 QJ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0343.GEOID18 height accuracy estimate available here.
 QJ0343
 QJ0343.Click photographs - Photos may exist for this station.
 QJ0343
 QJ0343.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0343
 QJ0343. The following values were computed from the NAD 83(1994) position.
 QJ0343
 QJ0343;                    North         East     Units Scale Factor Converg.
 QJ0343;SPC MI N     -   134,261.552 8,240,034.193   MT  0.99991995   +2 14 18.2
 QJ0343;SPC MI N     -   440,490.66 27,034,232.92   iFT  0.99991995   +2 14 18.2
 QJ0343;UTM  17      - 5,092,494.790   275,002.106   MT  1.00022239   -2 05 14.7
 QJ0343
 QJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7500292494(NAD 83)
 QJ0343
 QJ0343                          SUPERSEDED SURVEY CONTROL
 QJ0343
 QJ0343  NAD 83(1986)-  45 56 56.87940(N)    083 54 11.22035(W) AD(       ) 3
 QJ0343  NAD 27      -  45 56 56.85798(N)    083 54 11.15831(W) AD(       ) 3
 QJ0343
 QJ0343.Superseded values are not recommended for survey control.
 QJ0343
 QJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0343.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0343
 QJ0343_MARKER: 14 = NAVIGATION LIGHT
 QJ0343
 QJ0343  HISTORY     - Date     Condition        Report By
 QJ0343  HISTORY     - 1965     FIRST OBSERVED   USLS
 QJ0343
 QJ0343                          STATION DESCRIPTION
 QJ0343
 QJ0343'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB5998 ***********************************************************************
 AB5998  DESIGNATION -  DETROIT 1
 AB5998  PID         -  AB5998
 AB5998  STATE/COUNTY-  MI/WAYNE
 AB5998  COUNTRY     -  US
 AB5998  USGS QUAD   -  DETROIT (2017)
 AB5998
 AB5998                         *CURRENT SURVEY CONTROL
 AB5998  ______________________________________________________________________
 AB5998* NAD 83(2011) POSITION- 42 17 50.42480(N) 083 05 43.04892(W)   ADJUSTED
 AB5998* NAD 83(2011) ELLIP HT-   146.253 (meters)        (06/27/12)   ADJUSTED
 AB5998* NAD 83(2011) EPOCH   -  2010.00
 AB5998* NAVD 88 ORTHO HEIGHT -   180.7   (meters)      593.    (feet) GPS OBS
 AB5998  ______________________________________________________________________
 AB5998  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5998  GEOID HEIGHT    -        -34.474 (meters)                     GEOID93
 AB5998  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 AB5998  NAD 83(2011) X  -    568,025.312 (meters)                     COMP
 AB5998  NAD 83(2011) Y  - -4,690,676.087 (meters)                     COMP
 AB5998  NAD 83(2011) Z  -  4,270,188.958 (meters)                     COMP
 AB5998  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AB5998
 AB5998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5998  Standards:
 AB5998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5998  -------------------------------------------------------------------
 AB5998  NETWORK    0.46   1.06           0.20   0.17   0.54      0.03889697
 AB5998  -------------------------------------------------------------------
 AB5998  Click here for local accuracies and other accuracy information.
 AB5998
 AB5998.The horizontal coordinates were established by GPS observations
 AB5998.and adjusted by the National Geodetic Survey in June 2012.
 AB5998
 AB5998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5998.been affixed to the stable North American tectonic plate. See 
 AB5998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5998
 AB5998.The horizontal coordinates are valid at the epoch date displayed above
 AB5998.which is a decimal equivalence of Year/Month/Day.
 AB5998
 AB5998.The orthometric height was determined by GPS observations and a
 AB5998.high-resolution geoid model.
 AB5998
 AB5998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5998.GEOID18 height accuracy estimate available here.
 AB5998
 AB5998.Click photographs - Photos may exist for this station.
 AB5998
 AB5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5998
 AB5998.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5998
 AB5998.The ellipsoidal height was determined by GPS observations
 AB5998.and is referenced to NAD 83.
 AB5998
 AB5998. The following values were computed from the NAD 83(2011) position.
 AB5998
 AB5998;                    North         East     Units Scale Factor Converg.
 AB5998;SPC MI S     -    89,358.642 4,104,834.346   MT  0.99995912   +0 51 54.7
 AB5998;SPC MI S     -   293,171.40 13,467,304.28   iFT  0.99995912   +0 51 54.7
 AB5998;UTM  17      - 4,684,916.308   327,279.436   MT  0.99996707   -1 24 37.6
 AB5998
 AB5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5998!SPC MI S     -   0.99997706  x   0.99995912  =   0.99993618
 AB5998!UTM  17      -   0.99997706  x   0.99996707  =   0.99994413
 AB5998
 AB5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 AB5998
 AB5998                          SUPERSEDED SURVEY CONTROL
 AB5998
 AB5998  NAD 83(2007)-  42 17 50.42497(N)    083 05 43.04987(W) AD(2002.00) 0
 AB5998  ELLIP H (02/10/07)  146.269  (m)                       GP(2002.00)    
 AB5998  NAD 83(1995)-  42 17 50.42500(N)    083 05 43.04993(W) AD(       ) A
 AB5998  ELLIP H (08/20/96)  146.277  (m)                       GP(       ) 4 1
 AB5998  NAVD 88 (08/20/96)  180.7    (m)  UNKNOWN  model used  GPS OBS        
 AB5998
 AB5998.Superseded values are not recommended for survey control.
 AB5998
 AB5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5998.See file dsdata.pdf to determine how the superseded data were derived.
 AB5998
 AB5998_MARKER: Z = SEE DESCRIPTION
 AB5998_SETTING: 0 = UNSPECIFIED SETTING
 AB5998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5998+STABILITY: POSITION/ELEVATION WELL
 AB5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5998+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1995
 AB5998
 AB5998  HISTORY     - Date     Condition        Report By
 AB5998  HISTORY     - 1995     MONUMENTED       USCG
 AB5998  HISTORY     - 19951114 GOOD             NGS
 AB5998
 AB5998                          STATION DESCRIPTION
 AB5998
 AB5998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB5998'THIS IS A CONTINUOUSLY OPERATING REFERENCE STATION (CORS) SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AF9501 ***********************************************************************
 AF9501  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9501  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9501  DESIGNATION -  DETROIT 1 CORS ARP
 AF9501  CORS_ID     -  DET1
 AF9501  PID         -  AF9501
 AF9501  STATE/COUNTY-  MI/WAYNE
 AF9501  COUNTRY     -  US
 AF9501  USGS QUAD   -  DETROIT (2017)
 AF9501
 AF9501                         *CURRENT SURVEY CONTROL
 AF9501  ______________________________________________________________________
 AF9501* NAD 83(2011) POSITION- 42 17 50.42453(N) 083 05 43.04874(W)   ADJUSTED
 AF9501* NAD 83(2011) ELLIP HT-   146.162 (meters)        (04/??/25)   ADJUSTED
 AF9501* NAD 83(2011) EPOCH   -  2010.00
 AF9501* NAVD 88 ORTHO HEIGHT -   180.75  (meters)      593.0   (feet) GPS OBS
 AF9501  ______________________________________________________________________
 AF9501  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9501  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 AF9501  NAD 83(2011) X  -    568,025.308 (meters)                     COMP
 AF9501  NAD 83(2011) Y  - -4,690,676.025 (meters)                     COMP
 AF9501  NAD 83(2011) Z  -  4,270,188.891 (meters)                     COMP
 AF9501
 AF9501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9501  Standards:
 AF9501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9501  -------------------------------------------------------------------
 AF9501  NETWORK    0.33   0.53           0.17   0.03   0.27     -0.02072400
 AF9501  -------------------------------------------------------------------
 AF9501
 AF9501.The coordinates were established by GPS observations
 AF9501.and adjusted by the National Geodetic Survey in April 2025.
 AF9501
 AF9501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9501.been affixed to the stable North American Tectonic Plate. 
 AF9501
 AF9501.The coordinates are valid at the epoch date displayed above
 AF9501.which is a decimal equivalence of Year/Month/Day.
 AF9501
 AF9501.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9501.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9501.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9501.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9501.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9501.published epoch of 2010.00.
 AF9501
 AF9501.Additional information on MYCS is available at:
 AF9501.https://geodesy.noaa.gov/CORS/index.shtml
 AF9501
 AF9501.The orthometric height was determined by GPS observations and a
 AF9501.high-resolution geoid model using precise GPS observation and
 AF9501.processing techniques.
 AF9501
 AF9501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9501.GEOID18 height accuracy estimate available here.
 AF9501
 AF9501.The PID for the CORS L1 Phase Center is AJ7871.
 AF9501
 AF9501.Click photographs - Photos may exist for this station.
 AF9501
 AF9501.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9501
 AF9501.The ellipsoidal height was determined by GPS observations
 AF9501.and is referenced to NAD 83.
 AF9501
 AF9501. The following values were computed from the NAD 83(2011) position.
 AF9501
 AF9501;                    North         East     Units Scale Factor Converg.
 AF9501;SPC MI S     -    89,358.634 4,104,834.350   MT  0.99995912   +0 51 54.7
 AF9501;SPC MI S     -   293,171.37 13,467,304.30   iFT  0.99995912   +0 51 54.7
 AF9501;UTM  17      - 4,684,916.300   327,279.440   MT  0.99996707   -1 24 37.6
 AF9501
 AF9501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9501!SPC MI S     -   0.99997708  x   0.99995912  =   0.99993620
 AF9501!UTM  17      -   0.99997708  x   0.99996707  =   0.99994415
 AF9501
 AF9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 AF9501
 AF9501                          SUPERSEDED SURVEY CONTROL
 AF9501
 AF9501  NAD 83(2011)-  42 17 50.42467(N)    083 05 43.04875(W) AD(2010.00) c
 AF9501  ELLIP H (06/??/19)  146.160  (m)                       GP(2010.00) c c
 AF9501  NAD 83(2011)-  42 17 50.42450(N)    083 05 43.04884(W) AD(2010.00) c
 AF9501  NAD 83(2011)-  42 17 50.42469(N)    083 05 43.04866(W) AD(2010.00) c
 AF9501  ELLIP H (08/??/11)  146.161  (m)                       GP(2010.00) c c
 AF9501  NAD 83(2007)-  42 17 50.42441(N)    083 05 43.04933(W) AD(2002.00) c
 AF9501  NAD 83(CORS)-  42 17 50.42441(N)    083 05 43.04933(W) AD(2002.00) c
 AF9501  ELLIP H (03/??/02)  146.202  (m)                       GP(2002.00) c c
 AF9501  NAD 83(CORS)-  42 17 50.42503(N)    083 05 43.04995(W) AD(1997.00) c
 AF9501  ELLIP H (04/??/96)  146.185  (m)                       GP(1997.00) c c
 AF9501  NAD 83(CORS)-  42 17 50.42503(N)    083 05 43.04995(W) AD(1996.00) c
 AF9501  ELLIP H (04/??/96)  146.185  (m)                       GP(1996.00) c c
 AF9501  NAVD 88 (02/18/00)  180.73   (m)  UNKNOWN  model used  GPS OBS        
 AF9501
 AF9501.Superseded values are not recommended for survey control.
 AF9501
 AF9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9501.See file dsdata.pdf to determine how the superseded data were derived.
 AF9501
 AF9501_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9501
 AF9501                          STATION DESCRIPTION
 AF9501
 AF9501'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9501'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9501'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9501'AND LOG FILES ACCESSIBLE AT:
 AF9501'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AF9592 ***********************************************************************
 AF9592  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9592  DESIGNATION -  DETROIT 2 CORS ARP
 AF9592  CORS_ID     -  DET2
 AF9592  PID         -  AF9592
 AF9592  STATE/COUNTY-  MI/WAYNE
 AF9592  COUNTRY     -  US
 AF9592  USGS QUAD   -  DETROIT (2017)
 AF9592
 AF9592                         *CURRENT SURVEY CONTROL
 AF9592  ______________________________________________________________________
 AF9592* NAD 83(2011) POSITION- 42 17 50.01802(N) 083 05 43.90098(W)   ADJUSTED
 AF9592* NAD 83(2011) ELLIP HT-   146.247 (meters)        (04/??/25)   ADJUSTED
 AF9592* NAD 83(2011) EPOCH   -  2010.00
 AF9592  ______________________________________________________________________
 AF9592  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 AF9592  NAD 83(2011) X  -    568,006.950 (meters)                     COMP
 AF9592  NAD 83(2011) Y  - -4,690,686.814 (meters)                     COMP
 AF9592  NAD 83(2011) Z  -  4,270,179.670 (meters)                     COMP
 AF9592
 AF9592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9592  Standards:
 AF9592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9592  -------------------------------------------------------------------
 AF9592  NETWORK    0.06   0.13           0.03   0.02   0.06     -0.01393800
 AF9592  -------------------------------------------------------------------
 AF9592
 AF9592.The coordinates were established by GPS observations
 AF9592.and adjusted by the National Geodetic Survey in April 2025.
 AF9592
 AF9592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9592.been affixed to the stable North American Tectonic Plate. 
 AF9592
 AF9592.The coordinates are valid at the epoch date displayed above
 AF9592.which is a decimal equivalence of Year/Month/Day.
 AF9592
 AF9592.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9592.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9592.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9592.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9592.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9592.published epoch of 2010.00.
 AF9592
 AF9592.Additional information on MYCS is available at:
 AF9592.https://geodesy.noaa.gov/CORS/index.shtml
 AF9592
 AF9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9592.GEOID18 height accuracy estimate available here.
 AF9592
 AF9592.The PID for the CORS L1 Phase Center is AJ7914.
 AF9592
 AF9592.Click photographs - Photos may exist for this station.
 AF9592
 AF9592.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9592
 AF9592.The ellipsoidal height was determined by GPS observations
 AF9592.and is referenced to NAD 83.
 AF9592
 AF9592. The following values were computed from the NAD 83(2011) position.
 AF9592
 AF9592;                    North         East     Units Scale Factor Converg.
 AF9592;SPC MI S     -    89,345.798 4,104,815.021   MT  0.99995914   +0 51 54.2
 AF9592;SPC MI S     -   293,129.26 13,467,240.88   iFT  0.99995914   +0 51 54.2
 AF9592;UTM  17      - 4,684,904.241   327,259.616   MT  0.99996715   -1 24 38.1
 AF9592
 AF9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9592!SPC MI S     -   0.99997706  x   0.99995914  =   0.99993620
 AF9592!UTM  17      -   0.99997706  x   0.99996715  =   0.99994421
 AF9592
 AF9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2725984904(NAD 83)
 AF9592
 AF9592                          SUPERSEDED SURVEY CONTROL
 AF9592
 AF9592  NAD 83(2011)-  42 17 50.01814(N)    083 05 43.90109(W) AD(2010.00) c
 AF9592  ELLIP H (06/??/19)  146.256  (m)                       GP(2010.00) c c
 AF9592  NAD 83(2011)-  42 17 50.01807(N)    083 05 43.90102(W) AD(2010.00) c
 AF9592  ELLIP H (08/??/11)  146.257  (m)                       GP(2010.00) c c
 AF9592  NAD 83(CORS)-  42 17 50.01827(N)    083 05 43.90193(W) AD(2002.00) c
 AF9592  ELLIP H (03/??/02)  146.271  (m)                       GP(2002.00) c c
 AF9592  NAD 83(CORS)-  42 17 50.01859(N)    083 05 43.90239(W) AD(1997.00) c
 AF9592  ELLIP H (05/??/96)  146.267  (m)                       GP(1997.00) c c
 AF9592  NAD 83(CORS)-  42 17 50.01859(N)    083 05 43.90239(W) AD(1996.00) c
 AF9592  ELLIP H (05/??/96)  146.267  (m)                       GP(1996.00) c c
 AF9592
 AF9592.Superseded values are not recommended for survey control.
 AF9592
 AF9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9592.See file dsdata.pdf to determine how the superseded data were derived.
 AF9592
 AF9592_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9592
 AF9592                          STATION DESCRIPTION
 AF9592
 AF9592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9592'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9592'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9592'AND LOG FILES ACCESSIBLE AT:
 AF9592'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ7837 ***********************************************************************
 DJ7837  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ7837  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7837  DESIGNATION -  DETROIT 5 CORS ARP
 DJ7837  CORS_ID     -  DET5
 DJ7837  PID         -  DJ7837
 DJ7837  STATE/COUNTY-  MI/WAYNE
 DJ7837  COUNTRY     -  US
 DJ7837  USGS QUAD   -  DETROIT (2017)
 DJ7837
 DJ7837                         *CURRENT SURVEY CONTROL
 DJ7837  ______________________________________________________________________
 DJ7837* NAD 83(2011) POSITION- 42 17 50.42453(N) 083 05 43.04853(W)   ADJUSTED
 DJ7837* NAD 83(2011) ELLIP HT-   146.334 (meters)        (04/??/25)   ADJUSTED
 DJ7837* NAD 83(2011) EPOCH   -  2010.00
 DJ7837* NAVD 88 ORTHO HEIGHT -   180.89  (meters)      593.5   (feet) GPS OBS
 DJ7837  ______________________________________________________________________
 DJ7837  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ7837  GEOID HEIGHT    -        -34.536 (meters)                     GEOID09
 DJ7837  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 DJ7837  NAD 83(2011) X  -    568,025.328 (meters)                     COMP
 DJ7837  NAD 83(2011) Y  - -4,690,676.151 (meters)                     COMP
 DJ7837  NAD 83(2011) Z  -  4,270,189.007 (meters)                     COMP
 DJ7837
 DJ7837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7837  Standards:
 DJ7837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7837  -------------------------------------------------------------------
 DJ7837  NETWORK    0.15   0.25           0.07   0.04   0.13     -0.18616600
 DJ7837  -------------------------------------------------------------------
 DJ7837
 DJ7837.The coordinates were established by GPS observations
 DJ7837.and adjusted by the National Geodetic Survey in April 2025.
 DJ7837
 DJ7837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7837.been affixed to the stable North American Tectonic Plate. 
 DJ7837
 DJ7837.The coordinates are valid at the epoch date displayed above
 DJ7837.which is a decimal equivalence of Year/Month/Day.
 DJ7837
 DJ7837.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ7837.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ7837.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ7837.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ7837.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ7837.published epoch of 2010.00.
 DJ7837
 DJ7837.Additional information on MYCS is available at:
 DJ7837.https://geodesy.noaa.gov/CORS/index.shtml
 DJ7837
 DJ7837.The orthometric height was determined by GPS observations and a
 DJ7837.high-resolution geoid model using precise GPS observation and
 DJ7837.processing techniques.
 DJ7837
 DJ7837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7837.GEOID18 height accuracy estimate available here.
 DJ7837
 DJ7837.The PID for the CORS L1 Phase Center is DJ7838.
 DJ7837
 DJ7837.Click photographs - Photos may exist for this station.
 DJ7837
 DJ7837.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7837
 DJ7837.The ellipsoidal height was determined by GPS observations
 DJ7837.and is referenced to NAD 83.
 DJ7837
 DJ7837. The following values were computed from the NAD 83(2011) position.
 DJ7837
 DJ7837;                    North         East     Units Scale Factor Converg.
 DJ7837;SPC MI S     -    89,358.634 4,104,834.355   MT  0.99995912   +0 51 54.7
 DJ7837;SPC MI S     -   293,171.37 13,467,304.31   iFT  0.99995912   +0 51 54.7
 DJ7837;UTM  17      - 4,684,916.299   327,279.445   MT  0.99996707   -1 24 37.6
 DJ7837
 DJ7837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7837!SPC MI S     -   0.99997705  x   0.99995912  =   0.99993617
 DJ7837!UTM  17      -   0.99997705  x   0.99996707  =   0.99994412
 DJ7837
 DJ7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 DJ7837
 DJ7837                          SUPERSEDED SURVEY CONTROL
 DJ7837
 DJ7837  NAD 83(2011)-  42 17 50.42466(N)    083 05 43.04856(W) AD(2010.00) c
 DJ7837  ELLIP H (06/??/19)  146.336  (m)                       GP(2010.00) c c
 DJ7837  NAD 83(2011)-  42 17 50.42458(N)    083 05 43.04806(W) AD(2010.00) c
 DJ7837  NAD 83(2011)-  42 17 50.42467(N)    083 05 43.04849(W) AD(2010.00) c
 DJ7837  ELLIP H (08/??/11)  146.335  (m)                       GP(2010.00) c c
 DJ7837  NAD 83(CORS)-  42 17 50.42488(N)    083 05 43.04934(W) AD(2002.00) c
 DJ7837  ELLIP H (12/??/07)  146.341  (m)                       GP(2002.00) c c
 DJ7837
 DJ7837.Superseded values are not recommended for survey control.
 DJ7837
 DJ7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7837.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7837
 DJ7837_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ7837
 DJ7837                          STATION DESCRIPTION
 DJ7837
 DJ7837'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ7837'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ7837'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ7837'AND LOG FILES ACCESSIBLE AT:
 DJ7837'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ7839 ***********************************************************************
 DJ7839  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ7839  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7839  DESIGNATION -  DETROIT 6 CORS ARP
 DJ7839  CORS_ID     -  DET6
 DJ7839  PID         -  DJ7839
 DJ7839  STATE/COUNTY-  MI/WAYNE
 DJ7839  COUNTRY     -  US
 DJ7839  USGS QUAD   -  DETROIT (2017)
 DJ7839
 DJ7839                         *CURRENT SURVEY CONTROL
 DJ7839  ______________________________________________________________________
 DJ7839* NAD 83(2011) POSITION- 42 17 50.01801(N) 083 05 43.90074(W)   ADJUSTED
 DJ7839* NAD 83(2011) ELLIP HT-   146.410 (meters)        (04/??/25)   ADJUSTED
 DJ7839* NAD 83(2011) EPOCH   -  2010.00
 DJ7839* NAVD 88 ORTHO HEIGHT -   180.97  (meters)      593.7   (feet) GPS OBS
 DJ7839  ______________________________________________________________________
 DJ7839  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ7839  GEOID HEIGHT    -        -34.536 (meters)                     GEOID09
 DJ7839  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 DJ7839  NAD 83(2011) X  -    568,006.970 (meters)                     COMP
 DJ7839  NAD 83(2011) Y  - -4,690,686.933 (meters)                     COMP
 DJ7839  NAD 83(2011) Z  -  4,270,179.780 (meters)                     COMP
 DJ7839
 DJ7839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7839  Standards:
 DJ7839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7839  -------------------------------------------------------------------
 DJ7839  NETWORK    0.08   0.07           0.02   0.04   0.04     -0.32242700
 DJ7839  -------------------------------------------------------------------
 DJ7839
 DJ7839.The coordinates were established by GPS observations
 DJ7839.and adjusted by the National Geodetic Survey in April 2025.
 DJ7839
 DJ7839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7839.been affixed to the stable North American Tectonic Plate. 
 DJ7839
 DJ7839.The coordinates are valid at the epoch date displayed above
 DJ7839.which is a decimal equivalence of Year/Month/Day.
 DJ7839
 DJ7839.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ7839.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ7839.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ7839.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ7839.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ7839.published epoch of 2010.00.
 DJ7839
 DJ7839.Additional information on MYCS is available at:
 DJ7839.https://geodesy.noaa.gov/CORS/index.shtml
 DJ7839
 DJ7839.The orthometric height was determined by GPS observations and a
 DJ7839.high-resolution geoid model using precise GPS observation and
 DJ7839.processing techniques.
 DJ7839
 DJ7839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7839.GEOID18 height accuracy estimate available here.
 DJ7839
 DJ7839.The PID for the CORS L1 Phase Center is DJ7840.
 DJ7839
 DJ7839.Click photographs - Photos may exist for this station.
 DJ7839
 DJ7839.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7839
 DJ7839.The ellipsoidal height was determined by GPS observations
 DJ7839.and is referenced to NAD 83.
 DJ7839
 DJ7839. The following values were computed from the NAD 83(2011) position.
 DJ7839
 DJ7839;                    North         East     Units Scale Factor Converg.
 DJ7839;SPC MI S     -    89,345.798 4,104,815.026   MT  0.99995914   +0 51 54.2
 DJ7839;SPC MI S     -   293,129.26 13,467,240.90   iFT  0.99995914   +0 51 54.2
 DJ7839;UTM  17      - 4,684,904.241   327,259.621   MT  0.99996715   -1 24 38.1
 DJ7839
 DJ7839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7839!SPC MI S     -   0.99997704  x   0.99995914  =   0.99993618
 DJ7839!UTM  17      -   0.99997704  x   0.99996715  =   0.99994419
 DJ7839
 DJ7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2725984904(NAD 83)
 DJ7839
 DJ7839                          SUPERSEDED SURVEY CONTROL
 DJ7839
 DJ7839  NAD 83(2011)-  42 17 50.01816(N)    083 05 43.90077(W) AD(2010.00) c
 DJ7839  ELLIP H (06/??/19)  146.410  (m)                       GP(2010.00) c c
 DJ7839  NAD 83(2011)-  42 17 50.01804(N)    083 05 43.90054(W) AD(2010.00) c
 DJ7839  NAD 83(2011)-  42 17 50.01816(N)    083 05 43.90068(W) AD(2010.00) c
 DJ7839  ELLIP H (08/??/11)  146.410  (m)                       GP(2010.00) c c
 DJ7839  NAD 83(CORS)-  42 17 50.01835(N)    083 05 43.90163(W) AD(2002.00) c
 DJ7839  ELLIP H (12/??/07)  146.419  (m)                       GP(2002.00) c c
 DJ7839
 DJ7839.Superseded values are not recommended for survey control.
 DJ7839
 DJ7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7839.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7839
 DJ7839_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ7839
 DJ7839                          STATION DESCRIPTION
 DJ7839
 DJ7839'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ7839'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ7839'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ7839'AND LOG FILES ACCESSIBLE AT:
 DJ7839'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1341 ***********************************************************************
 NE1341  DESIGNATION -  DETROIT AMBASSADOR BR N TOWER
 NE1341  PID         -  NE1341
 NE1341  STATE/COUNTY-  MI/WAYNE
 NE1341  COUNTRY     -  US
 NE1341  USGS QUAD   -  DETROIT (2017)
 NE1341
 NE1341                         *CURRENT SURVEY CONTROL
 NE1341  ______________________________________________________________________
 NE1341* NAD 83(1994) POSITION- 42 18 52.06529(N) 083 04 32.42859(W)   ADJUSTED
 NE1341  ______________________________________________________________________
 NE1341  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 NE1341  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 NE1341  HORZ ORDER      -  THIRD
 NE1341
 NE1341.The horizontal coordinates were established by classical geodetic methods
 NE1341.and adjusted by the National Geodetic Survey in February 1997.
 NE1341
 NE1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1341.GEOID18 height accuracy estimate available here.
 NE1341
 NE1341.Click photographs - Photos may exist for this station.
 NE1341
 NE1341.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1341
 NE1341. The following values were computed from the NAD 83(1994) position.
 NE1341
 NE1341;                    North         East     Units Scale Factor Converg.
 NE1341;SPC MI S     -    91,284.891 4,106,422.607   MT  0.99995612   +0 52 42.8
 NE1341;SPC MI S     -   299,491.11 13,472,515.11   iFT  0.99995612   +0 52 42.8
 NE1341;UTM  17      - 4,686,777.975   328,942.949   MT  0.99996003   -1 23 51.6
 NE1341
 NE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2894286777(NAD 83)
 NE1341
 NE1341                          SUPERSEDED SURVEY CONTROL
 NE1341
 NE1341  NAD 83(1986)-  42 18 52.07335(N)    083 04 32.45938(W) AD(       ) 3
 NE1341  NAD 27      -  42 18 51.93300(N)    083 04 32.73700(W) AD(       ) 3
 NE1341
 NE1341.Superseded values are not recommended for survey control.
 NE1341
 NE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1341.See file dsdata.pdf to determine how the superseded data were derived.
 NE1341
 NE1341_MARKER: 55 = TOWER
 NE1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1341+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1341
 NE1341  HISTORY     - Date     Condition        Report By
 NE1341  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1341  HISTORY     - 1977     GOOD             NGS
 NE1341  HISTORY     - 1984     GOOD             USPSQD
 NE1341  HISTORY     - 1988     GOOD             USPSQD
 NE1341  HISTORY     - 19910712 GOOD             USPSQD
 NE1341  HISTORY     - 19970104 GOOD             USPSQD
 NE1341  HISTORY     - 19990925 GOOD             USPSQD
 NE1341  HISTORY     - 20050831 GOOD             USPSQD
 NE1341
 NE1341                          STATION DESCRIPTION
 NE1341
 NE1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1341'THE STATIONS ARE THE CENTER OF THE TOPS OF THE N AND S
 NE1341'BRIDGE TOWERS OVER
 NE1341'THE DETROIT RIVER.  THE N TOWER IS LOCATED ON
 NE1341'THE DETROIT APPROACH SIDE, AND THE S
 NE1341'TOWER IS ON THE WINDSOR APPROACH
 NE1341'SIDE.
 NE1341'
 NE1341'THESE ARE INTERSECTION STATIONS.
 NE1341
 NE1341                          STATION RECOVERY (1977)
 NE1341
 NE1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1341'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1341'
 NE1341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DETROIT.
 NE1341
 NE1341                          STATION RECOVERY (1984)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1341'NORTH TOWER FOUND OK.
 NE1341'HORIZONTAL CONTROL.
 NE1341
 NE1341                          STATION RECOVERY (1988)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1991)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1997)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1999)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (2005)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0645 ***********************************************************************
 NE0645  DESIGNATION -  DETROIT C OF D
 NE0645  PID         -  NE0645
 NE0645  STATE/COUNTY-  MI/WAYNE
 NE0645  COUNTRY     -  US
 NE0645  USGS QUAD   -  DETROIT (2017)
 NE0645
 NE0645                         *CURRENT SURVEY CONTROL
 NE0645  ______________________________________________________________________
 NE0645* NAD 83(1986) POSITION- 42 20 27.6    (N) 083 00 31.8    (W)   HD_HELD2
 NE0645* NAVD 88 ORTHO HEIGHT -   177.947 (meters)      583.81  (feet) ADJUSTED
 NE0645  ______________________________________________________________________
 NE0645  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 NE0645  DYNAMIC HEIGHT  -        177.895 (meters)      583.64  (feet) COMP
 NE0645  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 NE0645
 NE0645  VERT ORDER      -  FIRST     CLASS 0
 NE0645
 NE0645.The horizontal coordinates were established by autonomous hand held GPS
 NE0645.observations and have an estimated accuracy of +/- 10 meters.
 NE0645
 NE0645.The orthometric height was determined by differential leveling and
 NE0645.adjusted by the NATIONAL GEODETIC SURVEY
 NE0645.in June 1991.
 NE0645
 NE0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0645.GEOID18 height accuracy estimate available here.
 NE0645
 NE0645.Click photographs - Photos may exist for this station.
 NE0645
 NE0645.The dynamic height is computed by dividing the NAVD 88
 NE0645.geopotential number by the normal gravity value computed on the
 NE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0645.degrees latitude (g = 980.6199 gals.).
 NE0645
 NE0645.The modeled gravity was interpolated from observed gravity values.
 NE0645
 NE0645;                    North         East    Units  Estimated Accuracy
 NE0645;SPC MI S     -    94,319.    4,111,885.      MT  (+/- 10 meters HH2 GPS)
 NE0645
 NE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3452189592(NAD 83)
 NE0645
 NE0645                          SUPERSEDED SURVEY CONTROL
 NE0645
 NE0645  NGVD 29 (11/26/84)  178.116  (m)          584.37   (f) ADJUSTED    1 0
 NE0645
 NE0645.Superseded values are not recommended for survey control.
 NE0645
 NE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0645.See file dsdata.pdf to determine how the superseded data were derived.
 NE0645
 NE0645_MARKER: X = CHISELED CROSS
 NE0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0645_SP_SET: WATER TABLE
 NE0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0645
 NE0645  HISTORY     - Date     Condition        Report By
 NE0645  HISTORY     - 1871     MONUMENTED       MI1260
 NE0645  HISTORY     - 1970     GOOD             USLS
 NE0645  HISTORY     - 1980     GOOD             NGS
 NE0645  HISTORY     - 19991030 GOOD             USPSQD
 NE0645
 NE0645                          STATION DESCRIPTION
 NE0645
 NE0645'DESCRIBED BY US LAKE SURVEY 1970
 NE0645'IN DETROIT.
 NE0645'DETROIT IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY,
 NE0645'MICHIGAN, AT THE FOOT OF MT. ELLIOTT AVENUE, ON FOUNDATION OF
 NE0645'THE U.S. COAST GUARD DEPOT, 8.2 FEET BELOW OUTER EDGE OF THE
 NE0645'WATER TABLE, ON WEST DOOR JAMB OF THE SOUTH DOOR, BEING CENTER
 NE0645'OF CROSS CUT IN THE STONE.  NOTE-- PREV. DESIG. BM DETROIT 1871.
 NE0645
 NE0645                          STATION RECOVERY (1980)
 NE0645
 NE0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0645'IN DETROIT, NEAR THE FOOT OF MT. ELLIOT AVENUE, AT THE U.S. COAST
 NE0645'GUARD DEPOT BUILDING, A CHISELED CROSS VERTICALLY IN THE WEST
 NE0645'DOOR JAM OF A U SHAPED ENTRANCE ON THE SOUTH SIDE OF THE BUILDING.
 NE0645'45.7 METERS (150 FEET) WEST OF THE WEST CURB OF MT. ELLIOT, 0.2
 NE0645'METER (0.7 FOOT) EAST OF THE COPING ON THE WEST SIDE OF THE ENTRANCE,
 NE0645'0.5 METER (1.8 FEET) WEST OF THE WEST EDGE OF THE U SHAPED ENTRANCE.
 NE0645'THE MARK IS 1.0 M ABOVE PAVEMENT..
 NE0645
 NE0645                          STATION RECOVERY (1999)
 NE0645
 NE0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1319 ***********************************************************************
 NE1319  DESIGNATION -  DETROIT CHRYSLER CORP ANTENNA
 NE1319  PID         -  NE1319
 NE1319  STATE/COUNTY-  MI/WAYNE
 NE1319  COUNTRY     -  US
 NE1319  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1319
 NE1319                         *CURRENT SURVEY CONTROL
 NE1319  ______________________________________________________________________
 NE1319* NAD 83(1994) POSITION- 42 24 27.64466(N) 083 00 47.81797(W)   ADJUSTED
 NE1319  ______________________________________________________________________
 NE1319  GEOID HEIGHT    -        -34.510 (meters)                     GEOID18
 NE1319  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 NE1319  HORZ ORDER      -  THIRD
 NE1319
 NE1319.This mark is at Detroit City Airport (DET)
 NE1319
 NE1319.The horizontal coordinates were established by classical geodetic methods
 NE1319.and adjusted by the National Geodetic Survey in February 1997.
 NE1319
 NE1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1319.GEOID18 height accuracy estimate available here.
 NE1319
 NE1319.Click photographs - Photos may exist for this station.
 NE1319
 NE1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1319
 NE1319. The following values were computed from the NAD 83(1994) position.
 NE1319
 NE1319;                    North         East     Units Scale Factor Converg.
 NE1319;SPC MI S     -   101,718.307 4,111,398.998   MT  0.99994136   +0 55 15.7
 NE1319;SPC MI S     -   333,721.48 13,488,841.86   iFT  0.99994136   +0 55 15.7
 NE1319;UTM  17      - 4,697,005.377   334,330.060   MT  0.99993770   -1 21 29.0
 NE1319
 NE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3433097005(NAD 83)
 NE1319
 NE1319                          SUPERSEDED SURVEY CONTROL
 NE1319
 NE1319  NAD 83(1986)-  42 24 27.65154(N)    083 00 47.84980(W) AD(       ) 3
 NE1319  NAD 27      -  42 24 27.50799(N)    083 00 48.10602(W) AD(       ) 3
 NE1319
 NE1319.Superseded values are not recommended for survey control.
 NE1319
 NE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1319.See file dsdata.pdf to determine how the superseded data were derived.
 NE1319
 NE1319_MARKER: 41 = ANTENNA MAST
 NE1319
 NE1319  HISTORY     - Date     Condition        Report By
 NE1319  HISTORY     - 1966     FIRST OBSERVED   CGS
 NE1319  HISTORY     - 1971     GOOD             NGS
 NE1319  HISTORY     - 1979     GOOD             NGS
 NE1319  HISTORY     - 1982     GOOD             NGS
 NE1319  HISTORY     - 19820815 GOOD             NGS
 NE1319  HISTORY     - 1988     GOOD             USPSQD
 NE1319  HISTORY     - 19910727 GOOD             USPSQD
 NE1319  HISTORY     - 19970317 GOOD             USPSQD
 NE1319  HISTORY     - 19991004 GOOD             USPSQD
 NE1319
 NE1319                          STATION DESCRIPTION
 NE1319
 NE1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1319'IN THE CITY OF DETROIT NEAR DETROIT CITY AIRPORT, 0.25 WEST-SOUTHWEST
 NE1319'ALONG MADOLA STREET FROM FRENCH STREET, WHICH RUNS ALONG THE WEST SIDE
 NE1319'OF THE AIRPORT.  THE ANTENNA, A THREE LEGGED TOWER APPROXIMATELY 150
 NE1319'FEET HIGH AND PAINTED ALTERNATELY RED AND WHITE, IS LOCATED INSIDE A 6
 NE1319'FOOT HIGH CHAIN LINK FENCED AREA AT THE NORTHERN PART OF A CHRYSLER
 NE1319'CORP.  TRUCK PARKING AREA.
 NE1319'
 NE1319'THE STATION IS THE LONG ROUND METAL ROD IN THE CENTER AT THE TOP OF
 NE1319'THE TOWER.
 NE1319
 NE1319                          STATION RECOVERY (1971)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1319'STATION RECOVERED AS DESCRIBED.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1319
 NE1319                          STATION RECOVERY (1979)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1319'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT
 NE1319'CITY AIRPORT.
 NE1319
 NE1319                          STATION RECOVERY (1982)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1319'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 420832 1161.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST
 NE1319'SECTION OF DETROIT.
 NE1319
 NE1319                          STATION RECOVERY (1982)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1319'IN THE CITY OF DETROIT NEAR DETROIT CITY AIRPORT, 0.25 MILE (0.40 KM)
 NE1319'WEST-SOUTHWEST ALONG MADOLA STREET FROM FRENCH STREET, WHICH RUNS
 NE1319'ALONG THE WEST SIDE OF THE AIRPORT.  THE ANTENNA, A THREE LEGGED TOWER
 NE1319'APPROXIMATELY 150 FT (45.7 M) HIGH AND PAINTED ALTERNATELY RED AND
 NE1319'WHITE, IS LOCATED INSIDE A 6 FOOT (1.8 M) HIGH CHAIN LINK FENCED AREA
 NE1319'AT THE NORTHERN PART OF A CHRYSTLER CORP TRUCK PARKING AREA. THE
 NE1319'STATION IS THE LONG ROUND METAL ROD IN THE CENTER AT THE TOP OF THE
 NE1319'TOWER.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA 1161.
 NE1319
 NE1319                          STATION RECOVERY (1988)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1991)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1997)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1999)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1321 ***********************************************************************
 NE1321  DESIGNATION -  DETROIT CITY AIRPORT ARP
 NE1321  PID         -  NE1321
 NE1321  STATE/COUNTY-  MI/WAYNE
 NE1321  COUNTRY     -  US
 NE1321  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1321
 NE1321                         *CURRENT SURVEY CONTROL
 NE1321  ______________________________________________________________________
 NE1321* NAD 83(1994) POSITION- 42 24 33.65420(N) 083 00 33.45270(W)   ADJUSTED
 NE1321* NAVD 88 ORTHO HEIGHT -   189.9   (meters)      623.    (feet) VERTCON3
 NE1321  ______________________________________________________________________
 NE1321  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 NE1321  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 NE1321  HORZ ORDER      -  THIRD
 NE1321
 NE1321.This mark is at Detroit City Airport (DET)
 NE1321
 NE1321.The horizontal coordinates were established by classical geodetic methods
 NE1321.and adjusted by the National Geodetic Survey in February 1997.
 NE1321
 NE1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1321
 NE1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1321.GEOID18 height accuracy estimate available here.
 NE1321
 NE1321.Click photographs - Photos may exist for this station.
 NE1321
 NE1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1321
 NE1321. The following values were computed from the NAD 83(1994) position.
 NE1321
 NE1321;                    North         East     Units Scale Factor Converg.
 NE1321;SPC MI S     -   101,908.989 4,111,724.433   MT  0.99994112   +0 55 25.4
 NE1321;SPC MI S     -   334,347.08 13,489,909.56   iFT  0.99994112   +0 55 25.4
 NE1321;UTM  17      - 4,697,182.966   334,662.818   MT  0.99993635   -1 21 19.5
 NE1321
 NE1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1321!SPC MI S     -   0.99997564  x   0.99994112  =   0.99991676
 NE1321!UTM  17      -   0.99997564  x   0.99993635  =   0.99991199
 NE1321
 NE1321:                Primary Azimuth Mark                     Grid Az
 NE1321:SPC MI S     -  DETROIT CITY APT AP STA B                326 41 37.6
 NE1321:UTM  17      -  DETROIT CITY APT AP STA B                328 58 22.5
 NE1321
 NE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3466297182(NAD 83)
 NE1321
 NE1321|---------------------------------------------------------------------|
 NE1321| PID    Reference Object                     Distance      Geod. Az  |
 NE1321|                                                           dddmmss.s |
 NE1321| NE1326 DETROIT CITY AIRPORT DF             457.750 METERS 0955159.4 |
 NE1321| NE1325 DETROIT CITY APT AP STA A           469.261 METERS 1330456.3 |
 NE1321| NE1319 DETROIT CHRYSLER CORP ANTENNA       377.205 METERS 24033     |
 NE1321| NE1320 DETROIT CITY APT BM ARP 1966        403.622 METERS 3261834.6 |
 NE1321| NE1317 DETROIT CITY APT AP STA B           APPROX. 1.1 KM 3273703.0 |
 NE1321| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 4.6 KM 3281304.8 |
 NE1321|---------------------------------------------------------------------|
 NE1321
 NE1321                          SUPERSEDED SURVEY CONTROL
 NE1321
 NE1321  NAD 83(1986)-  42 24 33.66099(N)    083 00 33.48493(W) AD(       ) 3
 NE1321  NAD 27      -  42 24 33.51466(N)    083 00 33.75079(W) AD(       ) 3
 NE1321  NGVD 29 (07/19/86)  190.0    (m)          623.     (f) VERT ANG       
 NE1321
 NE1321.Superseded values are not recommended for survey control.
 NE1321
 NE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1321.See file dsdata.pdf to determine how the superseded data were derived.
 NE1321
 NE1321_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1321_STAMPING: ARP 1966
 NE1321_MARK LOGO: CGS
 NE1321_PROJECTION: FLUSH
 NE1321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1321+STABILITY: SURFACE MOTION
 NE1321
 NE1321  HISTORY     - Date     Condition        Report By
 NE1321  HISTORY     - 1966     MONUMENTED       CGS
 NE1321  HISTORY     - 1966     MARK NOT FOUND   USPSQD
 NE1321  HISTORY     - 1971     GOOD             NGS
 NE1321  HISTORY     - 1979     GOOD             NGS
 NE1321  HISTORY     - 19900911 GOOD             NGS
 NE1321  HISTORY     - 19991004 GOOD             USPSQD
 NE1321
 NE1321                          STATION DESCRIPTION
 NE1321
 NE1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1321'THE STATION IS AT DETROIT CITY AIRPORT, IN LINE WITH THE NORTH EDGE
 NE1321'OF SIDEWALK ON SOUTH SIDE OF
 NE1321'MADOLA STREET, 17.8 FEET EAST-NORTHEAST OF FENCE, 30.4 FEET
 NE1321'NORTH OF AN OLD SPOTLIGHT MOUNTED
 NE1321'ON A PIPE, 216.6 FEET NORTH OF NORTHEAST
 NE1321'CORNER OF YELLOW BRICK BUILDING, 323.7 FEET
 NE1321'WEST-SOUTHWEST OF WEST EDGE OF
 NE1321'RUNWAY 15-33.  THE STATION IS A STANDARD TOPOGRAPHIC STATION
 NE1321'DISK SET IN THE TOP OF A
 NE1321'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1966.
 NE1321
 NE1321                          STATION RECOVERY (1966)
 NE1321
 NE1321'RECOVERY NOTE BY US POWER SQUADRON 1966 (IEE)
 NE1321'MARK NOT FOUND.
 NE1321
 NE1321                          STATION RECOVERY (1971)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1321'STATION RECOVERED AS DESCRIBED.
 NE1321'
 NE1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1321
 NE1321                          STATION RECOVERY (1979)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1321'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 NE1321'EXCEPTION--THE YELLOW BRICK BUILDING HAS BEEN REMOVED.
 NE1321'
 NE1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1321'AIRPORT.
 NE1321
 NE1321                          STATION RECOVERY (1990)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NE1321'THE STATION IS LOCATED AT THE DETROIT CITY AIRPORT NEAR THE WEST SIDE
 NE1321'OF THE AIRPORT.  IT IS 223.31 FT (68.07 M) NORTHWEST OF THE CENTER OF
 NE1321'THE BASE OF THE GS (33) ANTENNA, 323.7 FT (98.7 M) SOUTHWEST OF THE
 NE1321'SOUTHWEST EDGE OF RUNWAY 15/33, 16.2 FT (4.9 M) NORTHEAST OF A 6-FT
 NE1321'CHAIN LINE FENCE AND 8.3 FT (2.5 M) NORTHWEST OF A FENCELINE EXTENDED
 NE1321'WHICH IS LOCATED ON THE SOUTHWEST SIDE OF FRENCH STREET.  THE STATION
 NE1321'IS A STANDARD TOPOGRAPHICAL DISK STAMPED ARP 1966 SET IN THE TOP OF A
 NE1321'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  NOTE, THE STATION
 NE1321'IS ALSO 20.9 FT (6.4 M) SOUTHEAST OF THE CENTER OF A METER BOX.  QUAD
 NE1321'420832 STATION 1155.
 NE1321
 NE1321                          STATION RECOVERY (1999)
 NE1321
 NE1321'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1325 ***********************************************************************
 NE1325  DESIGNATION -  DETROIT CITY APT AP STA A
 NE1325  PID         -  NE1325
 NE1325  STATE/COUNTY-  MI/WAYNE
 NE1325  COUNTRY     -  US
 NE1325  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1325
 NE1325                         *CURRENT SURVEY CONTROL
 NE1325  ______________________________________________________________________
 NE1325* NAD 83(1994) POSITION- 42 24 23.26602(N) 083 00 18.46450(W)   ADJUSTED
 NE1325* NAVD 88 ORTHO HEIGHT -   189.8   (meters)      623.    (feet) VERTCON3
 NE1325  ______________________________________________________________________
 NE1325  GEOID HEIGHT    -        -34.518 (meters)                     GEOID18
 NE1325  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 NE1325  HORZ ORDER      -  THIRD
 NE1325
 NE1325.This mark is at Detroit City Airport (DET)
 NE1325
 NE1325.The horizontal coordinates were established by classical geodetic methods
 NE1325.and adjusted by the National Geodetic Survey in February 1997.
 NE1325
 NE1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1325
 NE1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1325.GEOID18 height accuracy estimate available here.
 NE1325
 NE1325.Click photographs - Photos may exist for this station.
 NE1325
 NE1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1325
 NE1325. The following values were computed from the NAD 83(1994) position.
 NE1325
 NE1325;                    North         East     Units Scale Factor Converg.
 NE1325;SPC MI S     -   101,594.047 4,112,072.271   MT  0.99994154   +0 55 35.6
 NE1325;SPC MI S     -   333,313.80 13,491,050.76   iFT  0.99994154   +0 55 35.6
 NE1325;UTM  17      - 4,696,854.442   334,997.855   MT  0.99993499   -1 21 09.1
 NE1325
 NE1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1325!SPC MI S     -   0.99997565  x   0.99994154  =   0.99991719
 NE1325!UTM  17      -   0.99997565  x   0.99993499  =   0.99991064
 NE1325
 NE1325:                Primary Azimuth Mark                     Grid Az
 NE1325:SPC MI S     -  DETROIT CITY APT AP STA B                322 23 48.1
 NE1325:UTM  17      -  DETROIT CITY APT AP STA B                324 40 32.8
 NE1325
 NE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3499796854(NAD 83)
 NE1325
 NE1325|---------------------------------------------------------------------|
 NE1325| PID    Reference Object                     Distance      Geod. Az  |
 NE1325|                                                           dddmmss.s |
 NE1325| NE1326 DETROIT CITY AIRPORT DF             296.001 METERS 02222     |
 NE1325| NE1327 AIRPORT BCN DETROIT CITY APT        296.711 METERS 09122     |
 NE1325| NE1319 DETROIT CHRYSLER CORP ANTENNA       APPROX. 0.7 KM 2812300.5 |
 NE1325| NE1321 DETROIT CITY AIRPORT ARP            469.261 METERS 3130506.4 |
 NE1325| NE1317 DETROIT CITY APT AP STA B           APPROX. 1.6 KM 3231923.7 |
 NE1325| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 5.1 KM 3265039.0 |
 NE1325|---------------------------------------------------------------------|
 NE1325
 NE1325                          SUPERSEDED SURVEY CONTROL
 NE1325
 NE1325  NAD 83(1986)-  42 24 23.27303(N)    083 00 18.49701(W) AD(       ) 3
 NE1325  NAD 27      -  42 24 23.13313(N)    083 00 18.77077(W) AD(       ) 3
 NE1325  NGVD 29 (07/19/86)  189.9    (m)          623.     (f) VERT ANG       
 NE1325
 NE1325.Superseded values are not recommended for survey control.
 NE1325
 NE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1325.See file dsdata.pdf to determine how the superseded data were derived.
 NE1325
 NE1325_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1325_STAMPING: AP 1966 STA A
 NE1325_MARK LOGO: CGS
 NE1325_PROJECTION: FLUSH
 NE1325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1325+STABILITY: SURFACE MOTION
 NE1325
 NE1325  HISTORY     - Date     Condition        Report By
 NE1325  HISTORY     - 1966     MONUMENTED       CGS
 NE1325  HISTORY     - 1971     GOOD             NGS
 NE1325  HISTORY     - 1979     GOOD             NGS
 NE1325  HISTORY     - 19900911 GOOD             NGS
 NE1325  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE1325
 NE1325                          STATION DESCRIPTION
 NE1325
 NE1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1325'THE STATION IS AT DETROIT CITY AIRPORT, 69.8 FEET SOUTH-SOUTHEAST OF
 NE1325'THE SOUTH EDGE OF RUNWAY
 NE1325'7-25, 60.1 FEET NORTH-NORTHWEST OF THE NORTH EDGE OF AN OLD
 NE1325'TAXIWAY SOUTH OF RUNWAY 7-25,
 NE1325'148.9 FEET WEST-SOUTHWEST OF THE WEST EDGE OF
 NE1325'AN APRON, 50.9 FEET SOUTH OF THE SOUTHWEST
 NE1325'THRESHOLD LIGHT OF RUNWAY END 33,
 NE1325'53.7 FEET WEST OF THE SOUTHWEST CORNER OF A SEWER GRATING.
 NE1325'THE STATION IS A STANDARD
 NE1325'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 NE1325'WITH THE GROUND AND STAMPED
 NE1325'AP 1966 STA A.
 NE1325
 NE1325                          STATION RECOVERY (1971)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1325'STATION RECOVERED AS DESCRIBED.
 NE1325'
 NE1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1325
 NE1325                          STATION RECOVERY (1979)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1325'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1325'
 NE1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1325'AIRPORT.
 NE1325
 NE1325                          STATION RECOVERY (1990)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1325'THE STATION IS LOCATED AT THE DETROIT CITY AIRPORT NEAR RUNWAY END 33
 NE1325'IN A GRASS AREA BETWEEN RUNWAY 15-33 AND 7-25 AND TAXIWAY J.  THE
 NE1325'STATION IS LOCATED 22.3 FT (6.8 M) SOUTHEAST OF THE SOUTHEAST CORNER
 NE1325'OF THE EASTERN MOST VASI FOR END 25, 26.6 FT (8.1 M) NORTHEAST OF THE
 NE1325'SOUTHWEST REIL FOR END 33, AND 11.4 FT (3.5 M) SW OF THE SW THRESHOLD
 NE1325'LIGHT FOR END 33.  THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED
 NE1325'AP 1966 STA A AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 NE1325'THAT IS FLUSH WITH THE SURFACE.  NOTE, PUBLISHED BY NGS QUAD 420832,
 NE1325'STA 1157.
 NE1325
 NE1325                          STATION RECOVERY (1999)
 NE1325
 NE1325'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1320 ***********************************************************************
 NE1320  DESIGNATION -  DETROIT CITY APT BM ARP 1966
 NE1320  PID         -  NE1320
 NE1320  STATE/COUNTY-  MI/WAYNE
 NE1320  COUNTRY     -  US
 NE1320  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1320
 NE1320                         *CURRENT SURVEY CONTROL
 NE1320  ______________________________________________________________________
 NE1320* NAD 83(1994) POSITION- 42 24 44.53799(N) 083 00 43.24461(W)   ADJUSTED
 NE1320* NAVD 88 ORTHO HEIGHT -   189.68  (+/-2cm)      622.3   (feet) VERTCON3
 NE1320  ______________________________________________________________________
 NE1320  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 NE1320  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 NE1320  HORZ ORDER      -  THIRD
 NE1320  VERT ORDER      -  THIRD ? (See Below)
 NE1320
 NE1320.This mark is at Detroit City Airport (DET)
 NE1320
 NE1320.The horizontal coordinates were established by classical geodetic methods
 NE1320.and adjusted by the National Geodetic Survey in February 1997.
 NE1320
 NE1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1320
 NE1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1320.GEOID18 height accuracy estimate available here.
 NE1320
 NE1320.The vertical order pertains to the NGVD 29 superseded value.
 NE1320
 NE1320.Click photographs - Photos may exist for this station.
 NE1320
 NE1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1320
 NE1320. The following values were computed from the NAD 83(1994) position.
 NE1320
 NE1320;                    North         East     Units Scale Factor Converg.
 NE1320;SPC MI S     -   102,241.150 4,111,495.170   MT  0.99994069   +0 55 18.8
 NE1320;SPC MI S     -   335,436.84 13,489,157.38   iFT  0.99994069   +0 55 18.8
 NE1320;UTM  17      - 4,697,523.979   334,446.948   MT  0.99993723   -1 21 26.4
 NE1320
 NE1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1320!SPC MI S     -   0.99997566  x   0.99994069  =   0.99991636
 NE1320!UTM  17      -   0.99997566  x   0.99993723  =   0.99991290
 NE1320
 NE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3444697523(NAD 83)
 NE1320
 NE1320                          SUPERSEDED SURVEY CONTROL
 NE1320
 NE1320  NAD 83(1986)-  42 24 44.54472(N)    083 00 43.27680(W) AD(       ) 3
 NE1320  NAD 27      -  42 24 44.39766(N)    083 00 43.54311(W) AD(       ) 3
 NE1320  NGVD 29             189.81   (m)          622.7    (f) LEVELING    3  
 NE1320
 NE1320.Superseded values are not recommended for survey control.
 NE1320
 NE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1320.See file dsdata.pdf to determine how the superseded data were derived.
 NE1320
 NE1320_MARKER: DB = BENCH MARK DISK
 NE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1320_MARK LOGO: MI1260
 NE1320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1320+STABILITY: SURFACE MOTION
 NE1320
 NE1320  HISTORY     - Date     Condition        Report By
 NE1320  HISTORY     - 1966     MONUMENTED       MI1260
 NE1320  HISTORY     - 1979     GOOD             NGS
 NE1320  HISTORY     - 19900915 GOOD             NGS
 NE1320  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE1320
 NE1320                          STATION DESCRIPTION
 NE1320
 NE1320'DESCRIBED BY CITY OF DETROIT MICHIGAN 1966 (ETO)
 NE1320'THE STATION IS AT DETROIT CITY AIRPORT, ON THE WEST SIDE OF THE
 NE1320'FIELD, 39.5 FEET EAST OF
 NE1320'SOUTHEAST CORNER OF YELLOW BRICK BUILDING, 135 FEET NORTH OF EXTENDED
 NE1320'CENTERLINE OF LEANDER
 NE1320'AVENUE, 254.2 FEET WEST OF WEST EDGE OF RUNWAY 15-33.  AN
 NE1320'UNSTAMPED CITY OF DETROIT BENCH MARK
 NE1320'DISK SET IN A PRECAST CONCRETE MONUMENT
 NE1320'AND FLUSH WITH THE GROUND.
 NE1320
 NE1320                          STATION RECOVERY (1979)
 NE1320
 NE1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1320'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE YELLOW
 NE1320'BRICK BUILDING HAS BEEN REMOVED.
 NE1320'
 NE1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1320'AIRPORT.
 NE1320
 NE1320                          STATION RECOVERY (1990)
 NE1320
 NE1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1320'THE STATION IS AT DETROIT CITY AIRPORT, ON THE WEST SIDE OF THE FIELD,
 NE1320'135 FT (41.1 M) NORTH OF THE EXTENDED CENTERLINE OF LEANDER AVENUE,
 NE1320'254.2 FT (77.5 M) WEST OF THE WEST EDGE OF RUNWAY 15-33.  AN UNSTAMPED
 NE1320'CITY OF DETROIT BENCH MARK DISK SET IN A PRECAST CONCRETE MONUMENT AND
 NE1320'FLUSH WITH THE GROUND.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA
 NE1320'1156.
 NE1320
 NE1320                          STATION RECOVERY (1999)
 NE1320
 NE1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1343 ***********************************************************************
 NE1343  DESIGNATION -  DETROIT CITY COLLEGE BELFRY
 NE1343  PID         -  NE1343
 NE1343  STATE/COUNTY-  MI/WAYNE
 NE1343  COUNTRY     -  US
 NE1343  USGS QUAD   -  DETROIT (2017)
 NE1343
 NE1343                         *CURRENT SURVEY CONTROL
 NE1343  ______________________________________________________________________
 NE1343* NAD 83(1994) POSITION- 42 21 18.68181(N) 083 04 00.47767(W)   ADJUSTED
 NE1343  ______________________________________________________________________
 NE1343  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 NE1343  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE1343  HORZ ORDER      -  THIRD
 NE1343
 NE1343.The horizontal coordinates were established by classical geodetic methods
 NE1343.and adjusted by the National Geodetic Survey in February 1997.
 NE1343
 NE1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1343.GEOID18 height accuracy estimate available here.
 NE1343
 NE1343.Click photographs - Photos may exist for this station.
 NE1343
 NE1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1343
 NE1343. The following values were computed from the NAD 83(1994) position.
 NE1343
 NE1343;                    North         East     Units Scale Factor Converg.
 NE1343;SPC MI S     -    95,819.321 4,107,084.339   MT  0.99994935   +0 53 04.6
 NE1343;SPC MI S     -   314,367.85 13,474,686.15   iFT  0.99994935   +0 53 04.6
 NE1343;UTM  17      - 4,691,282.561   329,784.304   MT  0.99995649   -1 23 34.0
 NE1343
 NE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2978491282(NAD 83)
 NE1343
 NE1343                          SUPERSEDED SURVEY CONTROL
 NE1343
 NE1343  NAD 83(1986)-  42 21 18.68919(N)    083 04 00.50862(W) AD(       ) 3
 NE1343  NAD 27      -  42 21 18.55000(N)    083 04 00.78000(W) AD(       ) 3
 NE1343
 NE1343.Superseded values are not recommended for survey control.
 NE1343
 NE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1343.See file dsdata.pdf to determine how the superseded data were derived.
 NE1343
 NE1343_MARKER: 75 = BELFRY
 NE1343
 NE1343  HISTORY     - Date     Condition        Report By
 NE1343  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1343
 NE1343                          STATION DESCRIPTION
 NE1343
 NE1343'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1373 ***********************************************************************
 NE1373  DESIGNATION -  DETROIT DUNS SCOTUS COLLEGE CH
 NE1373  PID         -  NE1373
 NE1373  STATE/COUNTY-  MI/OAKLAND
 NE1373  COUNTRY     -  US
 NE1373  USGS QUAD   -  ROYAL OAK (2017)
 NE1373
 NE1373                         *CURRENT SURVEY CONTROL
 NE1373  ______________________________________________________________________
 NE1373* NAD 83(1994) POSITION- 42 27 37.05817(N) 083 14 39.66836(W)   ADJUSTED
 NE1373  ______________________________________________________________________
 NE1373  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 NE1373  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 NE1373  HORZ ORDER      -  THIRD
 NE1373
 NE1373.The horizontal coordinates were established by classical geodetic methods
 NE1373.and adjusted by the National Geodetic Survey in February 1997.
 NE1373
 NE1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1373.GEOID18 height accuracy estimate available here.
 NE1373
 NE1373.Click photographs - Photos may exist for this station.
 NE1373
 NE1373.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1373
 NE1373. The following values were computed from the NAD 83(1994) position.
 NE1373
 NE1373;                    North         East     Units Scale Factor Converg.
 NE1373;SPC MI S     -   107,282.334 4,092,302.668   MT  0.99993419   +0 45 49.6
 NE1373;SPC MI S     -   351,976.16 13,426,189.86   iFT  0.99993419   +0 45 49.6
 NE1373;UTM  17      - 4,703,324.688   315,469.357   MT  1.00001897   -1 30 56.0
 NE1373
 NE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1546903324(NAD 83)
 NE1373
 NE1373                          SUPERSEDED SURVEY CONTROL
 NE1373
 NE1373  NAD 83(1986)-  42 27 37.06403(N)    083 14 39.69793(W) AD(       ) 3
 NE1373  NAD 27      -  42 27 36.94000(N)    083 14 39.95200(W) AD(       ) 3
 NE1373
 NE1373.Superseded values are not recommended for survey control.
 NE1373
 NE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1373.See file dsdata.pdf to determine how the superseded data were derived.
 NE1373
 NE1373_MARKER: 75 = BELFRY
 NE1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1373+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1373
 NE1373  HISTORY     - Date     Condition        Report By
 NE1373  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1373  HISTORY     - 1977     GOOD             NGS
 NE1373  HISTORY     - 19910623 GOOD             USPSQD
 NE1373  HISTORY     - 20000826 GOOD             USPSQD
 NE1373  HISTORY     - 20050819 GOOD             USPSQD
 NE1373
 NE1373                          STATION DESCRIPTION
 NE1373
 NE1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1373'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THIS INTERSECTION
 NE1373'STATION IS LOCATED ON THE NW CORNER OF THE CHURCH SECTION OF THE
 NE1373'COLLEGE.  THERE IS A CROSS ON THE APEX OF THE RED ROOF OF THE
 NE1373'BELFRY, WITH DUAL ARCH WINDOWS ON ALL FOUR SIDES OF THE BELFRY.
 NE1373'THE BELFRY IS MADE OF RED BRICK AND IS ABOUT 175 FEET HIGH.  IT
 NE1373'IS ABOUT 1200 FEET WEST OF EVERGREEN ROAD AND 800 FEET NORTH OF 9
 NE1373'MILE ROAD.
 NE1373'
 NE1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1373
 NE1373                          STATION RECOVERY (1991)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1373'RECOVERED IN GOOD CONDITION.
 NE1373
 NE1373                          STATION RECOVERY (2000)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1373'DUNS SCOTUS SEMINARY IS NO LONGER THE NAME. NEW NAME IS WORD OF FAITH
 NE1373'INTERNATIONAL CHRISTIAN CENTER.
 NE1373
 NE1373                          STATION RECOVERY (2005)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1373'THE ADDRESS IS 20000 W. NINE MILE ROAD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1351 ***********************************************************************
 NE1351  DESIGNATION -  DETROIT FISHER BLDG E FINIAL
 NE1351  PID         -  NE1351
 NE1351  STATE/COUNTY-  MI/WAYNE
 NE1351  COUNTRY     -  US
 NE1351  USGS QUAD   -  DETROIT (2017)
 NE1351
 NE1351                         *CURRENT SURVEY CONTROL
 NE1351  ______________________________________________________________________
 NE1351* NAD 83(1994) POSITION- 42 22 09.51801(N) 083 04 37.01858(W)   ADJUSTED
 NE1351  ______________________________________________________________________
 NE1351  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 NE1351  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 NE1351  HORZ ORDER      -  THIRD
 NE1351
 NE1351.The horizontal coordinates were established by classical geodetic methods
 NE1351.and adjusted by the National Geodetic Survey in February 1997.
 NE1351
 NE1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1351.GEOID18 height accuracy estimate available here.
 NE1351
 NE1351.Click photographs - Photos may exist for this station.
 NE1351
 NE1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1351
 NE1351. The following values were computed from the NAD 83(1994) position.
 NE1351
 NE1351;                    North         East     Units Scale Factor Converg.
 NE1351;SPC MI S     -    97,374.780 4,106,224.190   MT  0.99994712   +0 52 39.7
 NE1351;SPC MI S     -   319,471.06 13,471,864.14   iFT  0.99994712   +0 52 39.7
 NE1351;UTM  17      - 4,692,870.989   328,986.642   MT  0.99995984   -1 24 00.0
 NE1351
 NE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898692870(NAD 83)
 NE1351
 NE1351                          SUPERSEDED SURVEY CONTROL
 NE1351
 NE1351  NAD 83(1986)-  42 22 09.52522(N)    083 04 37.04954(W) AD(       ) 3
 NE1351  NAD 27      -  42 22 09.38100(N)    083 04 37.32100(W) AD(       ) 3
 NE1351
 NE1351.Superseded values are not recommended for survey control.
 NE1351
 NE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1351.See file dsdata.pdf to determine how the superseded data were derived.
 NE1351
 NE1351_MARKER: 82 = FINIAL
 NE1351
 NE1351  HISTORY     - Date     Condition        Report By
 NE1351  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1351  HISTORY     - 1977     GOOD             NGS
 NE1351  HISTORY     - 1988     GOOD             USPSQD
 NE1351  HISTORY     - 1989     GOOD             USPSQD
 NE1351  HISTORY     - 19970105 GOOD             USPSQD
 NE1351  HISTORY     - 19970320 GOOD             USPSQD
 NE1351  HISTORY     - 19990925 GOOD             USPSQD
 NE1351
 NE1351                          STATION DESCRIPTION
 NE1351
 NE1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1351'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE
 NE1351'EAST FLAGPOLE ON THE TOP OF THE FISHER BUILDING, AT THE
 NE1351'INTERSECTION OF WEST GRAND BOULEVARD AND SECOND AVENUE, IN THE
 NE1351'NORTHWESTERN SECTION OF DETROIT.
 NE1351'
 NE1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1351
 NE1351                          STATION RECOVERY (1988)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1989)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1997)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1997)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1999)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1352 ***********************************************************************
 NE1352  DESIGNATION -  DETROIT FISHER BLDG W FINIAL
 NE1352  PID         -  NE1352
 NE1352  STATE/COUNTY-  MI/WAYNE
 NE1352  COUNTRY     -  US
 NE1352  USGS QUAD   -  DETROIT (2017)
 NE1352
 NE1352                         *CURRENT SURVEY CONTROL
 NE1352  ______________________________________________________________________
 NE1352* NAD 83(1994) POSITION- 42 22 09.43796(N) 083 04 37.24872(W)   ADJUSTED
 NE1352  ______________________________________________________________________
 NE1352  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 NE1352  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 NE1352  HORZ ORDER      -  THIRD
 NE1352
 NE1352.The horizontal coordinates were established by classical geodetic methods
 NE1352.and adjusted by the National Geodetic Survey in February 1997.
 NE1352
 NE1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1352.GEOID18 height accuracy estimate available here.
 NE1352
 NE1352.Click photographs - Photos may exist for this station.
 NE1352
 NE1352.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1352
 NE1352. The following values were computed from the NAD 83(1994) position.
 NE1352
 NE1352;                    North         East     Units Scale Factor Converg.
 NE1352;SPC MI S     -    97,372.229 4,106,218.963   MT  0.99994713   +0 52 39.5
 NE1352;SPC MI S     -   319,462.69 13,471,846.99   iFT  0.99994713   +0 52 39.5
 NE1352;UTM  17      - 4,692,868.649   328,981.317   MT  0.99995987   -1 24 00.2
 NE1352
 NE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898192868(NAD 83)
 NE1352
 NE1352                          SUPERSEDED SURVEY CONTROL
 NE1352
 NE1352  NAD 83(1986)-  42 22 09.44516(N)    083 04 37.28007(W) AD(       ) 3
 NE1352  NAD 27      -  42 22 09.31400(N)    083 04 37.55200(W) AD(       ) 3
 NE1352
 NE1352.Superseded values are not recommended for survey control.
 NE1352
 NE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1352.See file dsdata.pdf to determine how the superseded data were derived.
 NE1352
 NE1352_MARKER: 82 = FINIAL
 NE1352
 NE1352  HISTORY     - Date     Condition        Report By
 NE1352  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1352  HISTORY     - 1977     GOOD             NGS
 NE1352  HISTORY     - 1988     GOOD             USPSQD
 NE1352  HISTORY     - 1989     GOOD             USPSQD
 NE1352  HISTORY     - 19970105 GOOD             USPSQD
 NE1352  HISTORY     - 19970320 GOOD             USPSQD
 NE1352  HISTORY     - 19990925 GOOD             USPSQD
 NE1352
 NE1352                          STATION DESCRIPTION
 NE1352
 NE1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1352'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE
 NE1352'WEST FLAGPOLE ON THE TOP OF THE FISHER BUILDING, AT THE
 NE1352'INTERSECTION OF WEST GRAND AVENUE AND SECOND AVENUE, IN THE
 NE1352'NORTHWESTERN SECTION OF DETROIT.
 NE1352'
 NE1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1352
 NE1352                          STATION RECOVERY (1988)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1989)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1997)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1997)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1999)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1350 ***********************************************************************
 NE1350  DESIGNATION -  DETROIT FISHER BUILDING MAST
 NE1350  PID         -  NE1350
 NE1350  STATE/COUNTY-  MI/WAYNE
 NE1350  COUNTRY     -  US
 NE1350  USGS QUAD   -  DETROIT (2017)
 NE1350
 NE1350                         *CURRENT SURVEY CONTROL
 NE1350  ______________________________________________________________________
 NE1350* NAD 83(1994) POSITION- 42 22 09.48337(N) 083 04 37.15211(W)   ADJUSTED
 NE1350  ______________________________________________________________________
 NE1350  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 NE1350  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 NE1350  HORZ ORDER      -  THIRD
 NE1350
 NE1350.The horizontal coordinates were established by classical geodetic methods
 NE1350.and adjusted by the National Geodetic Survey in February 1997.
 NE1350
 NE1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1350.GEOID18 height accuracy estimate available here.
 NE1350
 NE1350.Click photographs - Photos may exist for this station.
 NE1350
 NE1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1350
 NE1350. The following values were computed from the NAD 83(1994) position.
 NE1350
 NE1350;                    North         East     Units Scale Factor Converg.
 NE1350;SPC MI S     -    97,373.664 4,106,221.152   MT  0.99994712   +0 52 39.6
 NE1350;SPC MI S     -   319,467.40 13,471,854.17   iFT  0.99994712   +0 52 39.6
 NE1350;UTM  17      - 4,692,869.996   328,983.561   MT  0.99995986   -1 24 00.1
 NE1350
 NE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898392869(NAD 83)
 NE1350
 NE1350                          SUPERSEDED SURVEY CONTROL
 NE1350
 NE1350  NAD 83(1986)-  42 22 09.49048(N)    083 04 37.18287(W) AD(       ) 3
 NE1350  NAD 27      -  42 22 09.35573(N)    083 04 37.45941(W) AD(       ) 3
 NE1350
 NE1350.Superseded values are not recommended for survey control.
 NE1350
 NE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1350.See file dsdata.pdf to determine how the superseded data were derived.
 NE1350
 NE1350_MARKER: 42 = RADIO/TV MAST
 NE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1350+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 NE1350
 NE1350  HISTORY     - Date     Condition        Report By
 NE1350  HISTORY     - 1964     FIRST OBSERVED   CGS
 NE1350  HISTORY     - 1977     GOOD             NGS
 NE1350  HISTORY     - 1982     GOOD             NGS
 NE1350  HISTORY     - 19970105 GOOD             USPSQD
 NE1350  HISTORY     - 19970320 GOOD             USPSQD
 NE1350  HISTORY     - 19990925 GOOD             USPSQD
 NE1350  HISTORY     - 20050826 GOOD             USPSQD
 NE1350
 NE1350                          STATION DESCRIPTION
 NE1350
 NE1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1350'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 NE1350'POLE LIKE STEEL
 NE1350'STRUCTURE WITH A BLINKING RED LIGHT AT THE TOP.  IT IS MOUNTED ON THE
 NE1350'TOP AND CENTER OF THE FISHER
 NE1350'BUILDING.  THE OVERALL HEIGHT OF THE MAST AND BUILDING IS 408 FEET.
 NE1350'
 NE1350'LOCATED NEAR THE INTERSECTION OF WOODWARD AVE. AND EAST GRAND BLVD.
 NE1350'THE MAST OPERATES UNDER
 NE1350'THE CALL LETTERS OF WJR.
 NE1350
 NE1350                          STATION RECOVERY (1977)
 NE1350
 NE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1350'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE OVERALL
 NE1350'HEIGHTH OF THE BUILDING AND MAST IS 485 FEET ABOVE THE GROUND.
 NE1350'
 NE1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1350
 NE1350                          STATION RECOVERY (1982)
 NE1350
 NE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1350'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1350'
 NE1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN
 NE1350'DETROIT.
 NE1350
 NE1350                          STATION RECOVERY (1997)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (1997)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (1999)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (2005)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1339 ***********************************************************************
 NE1339  DESIGNATION -  DETROIT HEART OF MARY N SPIRE
 NE1339  PID         -  NE1339
 NE1339  STATE/COUNTY-  MI/WAYNE
 NE1339  COUNTRY     -  US
 NE1339  USGS QUAD   -  DETROIT (2017)
 NE1339
 NE1339                         *CURRENT SURVEY CONTROL
 NE1339  ______________________________________________________________________
 NE1339* NAD 83(1994) POSITION- 42 21 29.67052(N) 083 02 53.23634(W)   ADJUSTED
 NE1339  ______________________________________________________________________
 NE1339  GEOID HEIGHT    -        -34.514 (meters)                     GEOID18
 NE1339  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE1339  HORZ ORDER      -  THIRD
 NE1339
 NE1339.The horizontal coordinates were established by classical geodetic methods
 NE1339.and adjusted by the National Geodetic Survey in February 1997.
 NE1339
 NE1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1339.GEOID18 height accuracy estimate available here.
 NE1339
 NE1339.Click photographs - Photos may exist for this station.
 NE1339
 NE1339.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1339
 NE1339. The following values were computed from the NAD 83(1994) position.
 NE1339
 NE1339;                    North         East     Units Scale Factor Converg.
 NE1339;SPC MI S     -    96,182.253 4,108,617.628   MT  0.99994887   +0 53 50.3
 NE1339;SPC MI S     -   315,558.57 13,479,716.63   iFT  0.99994887   +0 53 50.3
 NE1339;UTM  17      - 4,691,584.276   331,330.812   MT  0.99995005   -1 22 49.0
 NE1339
 NE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3133091584(NAD 83)
 NE1339
 NE1339                          SUPERSEDED SURVEY CONTROL
 NE1339
 NE1339  NAD 83(1986)-  42 21 29.67780(N)    083 02 53.26739(W) AD(       ) 3
 NE1339  NAD 27      -  42 21 29.54000(N)    083 02 53.55000(W) AD(       ) 3
 NE1339
 NE1339.Superseded values are not recommended for survey control.
 NE1339
 NE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1339.See file dsdata.pdf to determine how the superseded data were derived.
 NE1339
 NE1339_MARKER: 90 = CHURCH SPIRE
 NE1339
 NE1339  HISTORY     - Date     Condition        Report By
 NE1339  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1339  HISTORY     - 1977     GOOD             NGS
 NE1339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1339  HISTORY     - 19990925 GOOD             USPSQD
 NE1339
 NE1339                          STATION DESCRIPTION
 NE1339
 NE1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1339'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE CHURCH IS
 NE1339'LOCATED AT THE NORTHEAST CORNER OF CANFIELD STREET EAST AND RUSSELL
 NE1339'STREET NORTH.  THE NAME OF THE CHURCH COULD NOT BE VERIFIED AT THIS
 NE1339'TIME.  THE CHURCH IS CONSTRUCTED OF STONE AND CONCRETE, WITH THE
 NE1339'SPIRE OF RED BRICK AND 210 FEET HIGH.  THE CHURCH WAS BUILT IN
 NE1339'1982.  THE NORTH AND SOUTH SPIRES ARE IDENTICAL.
 NE1339'
 NE1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1339
 NE1339                          STATION RECOVERY (1988)
 NE1339
 NE1339'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1339'MARK NOT FOUND.
 NE1339
 NE1339                          STATION RECOVERY (1999)
 NE1339
 NE1339'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1362 ***********************************************************************
 NE1362  DESIGNATION -  DETROIT HERMAN GARDENS NW STK
 NE1362  PID         -  NE1362
 NE1362  STATE/COUNTY-  MI/WAYNE
 NE1362  COUNTRY     -  US
 NE1362  USGS QUAD   -  DEARBORN (2017)
 NE1362
 NE1362                         *CURRENT SURVEY CONTROL
 NE1362  ______________________________________________________________________
 NE1362* NAD 83(1994) POSITION- 42 21 25.81962(N) 083 12 26.53591(W)   ADJUSTED
 NE1362  ______________________________________________________________________
 NE1362  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 NE1362  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 NE1362  HORZ ORDER      -  THIRD
 NE1362
 NE1362.The horizontal coordinates were established by classical geodetic methods
 NE1362.and adjusted by the National Geodetic Survey in February 1997.
 NE1362
 NE1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1362.GEOID18 height accuracy estimate available here.
 NE1362
 NE1362.Click photographs - Photos may exist for this station.
 NE1362
 NE1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1362
 NE1362. The following values were computed from the NAD 83(1994) position.
 NE1362
 NE1362;                    North         East     Units Scale Factor Converg.
 NE1362;SPC MI S     -    95,870.405 4,095,501.646   MT  0.99994904   +0 47 20.2
 NE1362;SPC MI S     -   314,535.45 13,436,685.19   iFT  0.99994904   +0 47 20.2
 NE1362;UTM  17      - 4,691,793.804   318,212.415   MT  1.00000662   -1 29 15.4
 NE1362
 NE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1821291793(NAD 83)
 NE1362
 NE1362                          SUPERSEDED SURVEY CONTROL
 NE1362
 NE1362  NAD 83(1986)-  42 21 25.82665(N)    083 12 26.56521(W) AD(       ) 3
 NE1362  NAD 27      -  42 21 25.69355(N)    083 12 26.82773(W) AD(       ) 3
 NE1362
 NE1362.Superseded values are not recommended for survey control.
 NE1362
 NE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1362.See file dsdata.pdf to determine how the superseded data were derived.
 NE1362
 NE1362_MARKER: 63 = STACK
 NE1362
 NE1362  HISTORY     - Date     Condition        Report By
 NE1362  HISTORY     - 1964     FIRST OBSERVED   CGS
 NE1362  HISTORY     - 1977     GOOD             NGS
 NE1362  HISTORY     - 19910728 GOOD             USPSQD
 NE1362  HISTORY     - 19990325 GOOD             USPSQD
 NE1362
 NE1362                          STATION DESCRIPTION
 NE1362
 NE1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1362'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS THE NORTHWEST 1
 NE1362'OF 2 IDENTICAL STACKS WHICH ARE 175 FT (53.3 M) HIGH.  IT IS MADE OF
 NE1362'RED COLORED BRICK.
 NE1362'
 NE1362'LOCATED IN THE SOUTHWEST EDGE OF DETROIT IN THE VICINITY OF JOY ROAD
 NE1362'AT THE ROSARY HIGH SCHOOL.  OWNED AND OPERATED BY THE CITY OF DETROIT
 NE1362'HOUSING COMMISSION.
 NE1362
 NE1362                          STATION RECOVERY (1977)
 NE1362
 NE1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1362'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1362'NW STACK IS THE SHORTER OF TWO SIMILAR STACKS AND THEY DO NOT
 NE1362'APPEAR TO BE IN USE ANYMORE.
 NE1362
 NE1362                          STATION RECOVERY (1991)
 NE1362
 NE1362'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1362'RECOVERED IN GOOD CONDITION.
 NE1362
 NE1362                          STATION RECOVERY (1999)
 NE1362
 NE1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1340 ***********************************************************************
 NE1340  DESIGNATION -  DETROIT HUDSON BLDG FLAGPOLE
 NE1340  PID         -  NE1340
 NE1340  STATE/COUNTY-  MI/WAYNE
 NE1340  COUNTRY     -  US
 NE1340  USGS QUAD   -  DETROIT (2017)
 NE1340
 NE1340                         *CURRENT SURVEY CONTROL
 NE1340  ______________________________________________________________________
 NE1340* NAD 83(1994) POSITION- 42 20 02.30696(N) 083 02 51.27882(W)   ADJUSTED
 NE1340  ______________________________________________________________________
 NE1340  GEOID HEIGHT    -        -34.542 (meters)                     GEOID18
 NE1340  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 NE1340  HORZ ORDER      -  THIRD
 NE1340
 NE1340.The horizontal coordinates were established by classical geodetic methods
 NE1340.and adjusted by the National Geodetic Survey in February 1997.
 NE1340
 NE1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1340.GEOID18 height accuracy estimate available here.
 NE1340
 NE1340.Click photographs - Photos may exist for this station.
 NE1340
 NE1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1340
 NE1340. The following values were computed from the NAD 83(1994) position.
 NE1340
 NE1340;                    North         East     Units Scale Factor Converg.
 NE1340;SPC MI S     -    93,487.766 4,108,704.648   MT  0.99995282   +0 53 51.6
 NE1340;SPC MI S     -   306,718.39 13,480,002.13   iFT  0.99995282   +0 53 51.6
 NE1340;UTM  17      - 4,688,888.462   331,310.696   MT  0.99995013   -1 22 45.4
 NE1340
 NE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3131088888(NAD 83)
 NE1340
 NE1340                          SUPERSEDED SURVEY CONTROL
 NE1340
 NE1340  NAD 83(1986)-  42 20 02.31481(N)    083 02 51.31005(W) AD(       ) 3
 NE1340  NAD 27      -  42 20 02.17800(N)    083 02 51.59000(W) AD(       ) 3
 NE1340
 NE1340.Superseded values are not recommended for survey control.
 NE1340
 NE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1340.See file dsdata.pdf to determine how the superseded data were derived.
 NE1340
 NE1340_MARKER: 62 = FLAGPOLE
 NE1340
 NE1340  HISTORY     - Date     Condition        Report By
 NE1340  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1340  HISTORY     - 1988     GOOD             USPSQD
 NE1340  HISTORY     - 19970320 GOOD             USPSQD
 NE1340
 NE1340                          STATION DESCRIPTION
 NE1340
 NE1340'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1348 ***********************************************************************
 NE1348  DESIGNATION -  DETROIT L PLAZA HOTEL N FINIAL
 NE1348  PID         -  NE1348
 NE1348  STATE/COUNTY-  MI/WAYNE
 NE1348  COUNTRY     -  US
 NE1348  USGS QUAD   -  DETROIT (2017)
 NE1348
 NE1348                         *CURRENT SURVEY CONTROL
 NE1348  ______________________________________________________________________
 NE1348* NAD 83(1994) POSITION- 42 21 33.29339(N) 083 06 06.84739(W)   ADJUSTED
 NE1348  ______________________________________________________________________
 NE1348  GEOID HEIGHT    -        -34.464 (meters)                     GEOID18
 NE1348  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 NE1348  HORZ ORDER      -  THIRD
 NE1348
 NE1348.The horizontal coordinates were established by classical geodetic methods
 NE1348.and adjusted by the National Geodetic Survey in February 1997.
 NE1348
 NE1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1348.GEOID18 height accuracy estimate available here.
 NE1348
 NE1348.Click photographs - Photos may exist for this station.
 NE1348
 NE1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1348
 NE1348. The following values were computed from the NAD 83(1994) position.
 NE1348
 NE1348;                    North         East     Units Scale Factor Converg.
 NE1348;SPC MI S     -    96,226.052 4,104,185.992   MT  0.99994871   +0 51 38.6
 NE1348;SPC MI S     -   315,702.27 13,465,177.14   iFT  0.99994871   +0 51 38.6
 NE1348;UTM  17      - 4,691,804.148   326,904.370   MT  0.99996866   -1 24 59.6
 NE1348
 NE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2690491804(NAD 83)
 NE1348
 NE1348                          SUPERSEDED SURVEY CONTROL
 NE1348
 NE1348  NAD 83(1986)-  42 21 33.30058(N)    083 06 06.87789(W) AD(       ) 3
 NE1348  NAD 27      -  42 21 33.16600(N)    083 06 07.15200(W) AD(       ) 3
 NE1348
 NE1348.Superseded values are not recommended for survey control.
 NE1348
 NE1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1348.See file dsdata.pdf to determine how the superseded data were derived.
 NE1348
 NE1348_MARKER: 82 = FINIAL
 NE1348
 NE1348  HISTORY     - Date     Condition        Report By
 NE1348  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1348  HISTORY     - 1977     GOOD             NGS
 NE1348  HISTORY     - 19991023 GOOD             USPSQD
 NE1348
 NE1348                          STATION DESCRIPTION
 NE1348
 NE1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1348'THIS STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED AT THE
 NE1348'INTERSECTION OF GRAND RIVER AVENUE AND LAWTON.  THE HOTEL IS
 NE1348'CONSTRUCTED OF BROWN BRICK AND THE SPIRE IS ABOUT 225 FEET HIGH.
 NE1348'THE SOUTH FINIAL OF SIMILAR CONSTRUCTION AND HEIGHTH IS PARTIALLY
 NE1348'BROKEN OFF.
 NE1348'
 NE1348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1348
 NE1348                          STATION RECOVERY (1999)
 NE1348
 NE1348'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1363 ***********************************************************************
 NE1363  DESIGNATION -  DETROIT LINCOLN MOTOR CO STK
 NE1363  PID         -  NE1363
 NE1363  STATE/COUNTY-  MI/WAYNE
 NE1363  COUNTRY     -  US
 NE1363  USGS QUAD   -  DEARBORN (2017)
 NE1363
 NE1363                         *CURRENT SURVEY CONTROL
 NE1363  ______________________________________________________________________
 NE1363* NAD 83(1994) POSITION- 42 20 53.00514(N) 083 07 55.45816(W)   ADJUSTED
 NE1363  ______________________________________________________________________
 NE1363  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 NE1363  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 NE1363  HORZ ORDER      -  THIRD
 NE1363
 NE1363.The horizontal coordinates were established by classical geodetic methods
 NE1363.and adjusted by the National Geodetic Survey in February 1997.
 NE1363
 NE1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1363.GEOID18 height accuracy estimate available here.
 NE1363
 NE1363.Click photographs - Photos may exist for this station.
 NE1363
 NE1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1363
 NE1363. The following values were computed from the NAD 83(1994) position.
 NE1363
 NE1363;                    North         East     Units Scale Factor Converg.
 NE1363;SPC MI S     -    94,946.242 4,101,719.150   MT  0.99995050   +0 50 24.6
 NE1363;SPC MI S     -   311,503.42 13,457,083.83   iFT  0.99995050   +0 50 24.6
 NE1363;UTM  17      - 4,690,623.330   324,388.566   MT  0.99997946   -1 26 11.8
 NE1363
 NE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2438890623(NAD 83)
 NE1363
 NE1363                          SUPERSEDED SURVEY CONTROL
 NE1363
 NE1363  NAD 83(1986)-  42 20 53.01242(N)    083 07 55.48819(W) AD(       ) 3
 NE1363  NAD 27      -  42 20 52.88000(N)    083 07 55.76000(W) AD(       ) 3
 NE1363
 NE1363.Superseded values are not recommended for survey control.
 NE1363
 NE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1363.See file dsdata.pdf to determine how the superseded data were derived.
 NE1363
 NE1363_MARKER: 63 = STACK
 NE1363
 NE1363  HISTORY     - Date     Condition        Report By
 NE1363  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1363
 NE1363                          STATION DESCRIPTION
 NE1363
 NE1363'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1111 ***********************************************************************
 NE1111  DESIGNATION -  DETROIT RADIO KQA 414 NE MAST
 NE1111  PID         -  NE1111
 NE1111  STATE/COUNTY-  MI/WAYNE
 NE1111  COUNTRY     -  US
 NE1111  USGS QUAD   -  BELLE ISLE (2017)
 NE1111
 NE1111                         *CURRENT SURVEY CONTROL
 NE1111  ______________________________________________________________________
 NE1111* NAD 83(1994) POSITION- 42 20 17.72598(N) 082 59 57.16121(W)   ADJUSTED
 NE1111  ______________________________________________________________________
 NE1111  GEOID HEIGHT    -        -34.577 (meters)                     GEOID18
 NE1111  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 NE1111  HORZ ORDER      -  THIRD
 NE1111
 NE1111.The horizontal coordinates were established by classical geodetic methods
 NE1111.and adjusted by the National Geodetic Survey in February 1997.
 NE1111
 NE1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1111.GEOID18 height accuracy estimate available here.
 NE1111
 NE1111.Click photographs - Photos may exist for this station.
 NE1111
 NE1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1111
 NE1111. The following values were computed from the NAD 83(1994) position.
 NE1111
 NE1111;                    North         East     Units Scale Factor Converg.
 NE1111;SPC MI S     -    94,027.034 4,112,682.364   MT  0.99995211   +0 55 50.1
 NE1111;SPC MI S     -   308,487.64 13,493,052.38   iFT  0.99995211   +0 55 50.1
 NE1111;UTM  17      - 4,689,269.251   335,306.656   MT  0.99993374   -1 20 48.4
 NE1111
 NE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3530689269(NAD 83)
 NE1111
 NE1111                          SUPERSEDED SURVEY CONTROL
 NE1111
 NE1111  NAD 83(1986)-  42 20 17.73364(N)    082 59 57.19321(W) AD(       ) 3
 NE1111  NAD 27      -  42 20 17.59700(N)    082 59 57.47900(W) AD(       ) 3
 NE1111
 NE1111.Superseded values are not recommended for survey control.
 NE1111
 NE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1111.See file dsdata.pdf to determine how the superseded data were derived.
 NE1111
 NE1111_MARKER: 42 = RADIO/TV MAST
 NE1111
 NE1111  HISTORY     - Date     Condition        Report By
 NE1111  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1111  HISTORY     - 1977     GOOD             NGS
 NE1111  HISTORY     - 19910717 GOOD             USPSQD
 NE1111  HISTORY     - 19991030 GOOD             USPSQD
 NE1111
 NE1111                          STATION DESCRIPTION
 NE1111
 NE1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1111'THE STATIONS ARE THE RED LIGHTS ON THE TOP OF THE MASTS OF THE
 NE1111'DETROIT POLICE
 NE1111'DEPARTMENT, LOCATED ON THE SOUTHWEST END OF BELLE ISLE, ABOUT 0.2
 NE1111'MILE SOUTHWEST OF THE SOUTHEAST
 NE1111'END OF THE BRIDGE THAT CROSSES THE DETROIT RIVER.  THEY ARE A
 NE1111'4 LEGGED, GUYED STEEL STRUCTURE, COLORED IN
 NE1111'ALTERNATE SECTIONS OF RED AND WHITE.  THE
 NE1111'NORTHEAST MAST IS ABOUT 100 FEET NORTHEAST OF A RED BRICK
 NE1111'BUILDING AND IS 160 FEET HIGH.  THE
 NE1111'SOUTHWEST MAST IS ABOUT 50 FEET SOUTHWEST OF THE RED BRICK BUILDING
 NE1111'AND IS 210 FEET HIGH.
 NE1111
 NE1111                          STATION RECOVERY (1977)
 NE1111
 NE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1111'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1111'
 NE1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON BELLE ISLE.
 NE1111
 NE1111                          STATION RECOVERY (1991)
 NE1111
 NE1111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1111'RECOVERED IN GOOD CONDITION.
 NE1111
 NE1111                          STATION RECOVERY (1999)
 NE1111
 NE1111'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1353 ***********************************************************************
 NE1353  DESIGNATION -  DETROIT RADIO KQA 414 SW MAST
 NE1353  PID         -  NE1353
 NE1353  STATE/COUNTY-  MI/WAYNE
 NE1353  COUNTRY     -  US
 NE1353  USGS QUAD   -  DETROIT (2017)
 NE1353
 NE1353                         *CURRENT SURVEY CONTROL
 NE1353  ______________________________________________________________________
 NE1353* NAD 83(1994) POSITION- 42 20 14.94459(N) 082 59 59.95282(W)   ADJUSTED
 NE1353  ______________________________________________________________________
 NE1353  GEOID HEIGHT    -        -34.578 (meters)                     GEOID18
 NE1353  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 NE1353  HORZ ORDER      -  THIRD
 NE1353
 NE1353.The horizontal coordinates were established by classical geodetic methods
 NE1353.and adjusted by the National Geodetic Survey in February 1997.
 NE1353
 NE1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1353.GEOID18 height accuracy estimate available here.
 NE1353
 NE1353.Click photographs - Photos may exist for this station.
 NE1353
 NE1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1353
 NE1353. The following values were computed from the NAD 83(1994) position.
 NE1353
 NE1353;                    North         East     Units Scale Factor Converg.
 NE1353;SPC MI S     -    93,940.191 4,112,619.864   MT  0.99995224   +0 55 48.2
 NE1353;SPC MI S     -   308,202.73 13,492,847.32   iFT  0.99995224   +0 55 48.2
 NE1353;UTM  17      - 4,689,184.962   335,240.755   MT  0.99993401   -1 20 50.2
 NE1353
 NE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3524089184(NAD 83)
 NE1353
 NE1353                          SUPERSEDED SURVEY CONTROL
 NE1353
 NE1353  NAD 83(1986)-  42 20 14.95221(N)    082 59 59.98499(W) AD(       ) 3
 NE1353  NAD 27      -  42 20 14.81700(N)    083 00 00.27100(W) AD(       ) 3
 NE1353
 NE1353.Superseded values are not recommended for survey control.
 NE1353
 NE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1353.See file dsdata.pdf to determine how the superseded data were derived.
 NE1353
 NE1353_MARKER: 42 = RADIO/TV MAST
 NE1353
 NE1353  HISTORY     - Date     Condition        Report By
 NE1353  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1353  HISTORY     - 1977     GOOD             NGS
 NE1353  HISTORY     - 19910717 GOOD             USPSQD
 NE1353  HISTORY     - 19991030 GOOD             USPSQD
 NE1353
 NE1353                          STATION DESCRIPTION
 NE1353
 NE1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1353'THE STATIONS ARE THE RED LIGHTS ON THE TOP OF
 NE1353'THE MASTS OF THE
 NE1353'DETROIT POLICE DEPARTMENT, LOCATED ON THE SW END
 NE1353'OF BELLE ISLE, ABOUT 0.2 MI. SW OF
 NE1353'THE SE END OF THE BRIDGE THAT
 NE1353'CROSSES THE DETROIT RIVER.  THEY ARE A FOUR-LEGGED,
 NE1353'GUYED STEEL
 NE1353'STRUCTURE, COLORED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 NE1353'NE MAST IS ABOUT
 NE1353'100 FT. NE OF A RED BRICK BUILDING AND IS 160
 NE1353'FT. HIGH.  THE SW MAST IS ABOUT 50
 NE1353'FT. SW OF THE RED BRICK BUILDING
 NE1353'AND IS 210 FT. HIGH.
 NE1353'
 NE1353'THESE ARE INTERSECTION STATIONS.
 NE1353
 NE1353                          STATION RECOVERY (1977)
 NE1353
 NE1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1353'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1353'TOWER IS 238 FEET ABOVE THE GROUND.
 NE1353'
 NE1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON BELLE ISLE.
 NE1353
 NE1353                          STATION RECOVERY (1991)
 NE1353
 NE1353'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1353'RECOVERED IN GOOD CONDITION.
 NE1353
 NE1353                          STATION RECOVERY (1999)
 NE1353
 NE1353'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1437 ***********************************************************************
 NE1437  DESIGNATION -  DETROIT RADIO STA KQG 23 TOWER
 NE1437  PID         -  NE1437
 NE1437  STATE/COUNTY-  MI/OAKLAND
 NE1437  COUNTRY     -  US
 NE1437  USGS QUAD   -  REDFORD (2017)
 NE1437
 NE1437                         *CURRENT SURVEY CONTROL
 NE1437  ______________________________________________________________________
 NE1437* NAD 83(1994) POSITION- 42 28 25.86614(N) 083 15 40.97766(W)   ADJUSTED
 NE1437  ______________________________________________________________________
 NE1437  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 NE1437  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 NE1437  HORZ ORDER      -  THIRD
 NE1437
 NE1437.The horizontal coordinates were established by classical geodetic methods
 NE1437.and adjusted by the National Geodetic Survey in February 1997.
 NE1437
 NE1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1437.GEOID18 height accuracy estimate available here.
 NE1437
 NE1437.Click photographs - Photos may exist for this station.
 NE1437
 NE1437.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1437
 NE1437. The following values were computed from the NAD 83(1994) position.
 NE1437
 NE1437;                    North         East     Units Scale Factor Converg.
 NE1437;SPC MI S     -   108,769.604 4,090,882.349   MT  0.99993247   +0 45 07.8
 NE1437;SPC MI S     -   356,855.66 13,421,530.02   iFT  0.99993247   +0 45 07.8
 NE1437;UTM  17      - 4,704,867.409   314,109.195   MT  1.00002517   -1 31 38.8
 NE1437
 NE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1410904867(NAD 83)
 NE1437
 NE1437                          SUPERSEDED SURVEY CONTROL
 NE1437
 NE1437  NAD 83(1986)-  42 28 25.87252(N)    083 15 41.00626(W) AD(       ) 3
 NE1437  NAD 27      -  42 28 25.74388(N)    083 15 41.25664(W) AD(       ) 3
 NE1437
 NE1437.Superseded values are not recommended for survey control.
 NE1437
 NE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1437.See file dsdata.pdf to determine how the superseded data were derived.
 NE1437
 NE1437_MARKER: 43 = RADIO/TV TOWER
 NE1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1437+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1437
 NE1437  HISTORY     - Date     Condition        Report By
 NE1437  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1437  HISTORY     - 1964     GOOD             CGS
 NE1437  HISTORY     - 1977     GOOD             NGS
 NE1437  HISTORY     - 19910623 GOOD             USPSQD
 NE1437  HISTORY     - 20050819 GOOD             USPSQD
 NE1437
 NE1437                          STATION DESCRIPTION
 NE1437
 NE1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1437'STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED
 NE1437'AT 25189 LASHER
 NE1437'ROAD, SOUTHFIELD TOWNSHIP, OAKLAND COUNTY, AND IS
 NE1437'ABOUT 10 MI. NW OF DOWNTOWN
 NE1437'DETROIT.  IT IS A LARGE FOUR-LEGGED
 NE1437'STEEL TOWER, 290 FT. HIGH WITH FOUR ANTENNAS
 NE1437'ON TOP.  THIS TOWER
 NE1437'IS OWNED AND OPERATED BY AMERICAN TELEPHONE AND TELEGRAPH
 NE1437'CO.
 NE1437'
 NE1437'THIS IS AN INTERSECTION STATION.
 NE1437
 NE1437                          STATION RECOVERY (1964)
 NE1437
 NE1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1437'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1437
 NE1437                          STATION RECOVERY (1977)
 NE1437
 NE1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1437'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NOW A SINGLE
 NE1437'STEEL MAST IN THE TOP CENTER OF THE TOWER AND THE HEIGHTH HAS BEEN
 NE1437'INCREASED TO 360 FEET.
 NE1437'
 NE1437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1437
 NE1437                          STATION RECOVERY (1991)
 NE1437
 NE1437'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1437'RECOVERED IN GOOD CONDITION.
 NE1437
 NE1437                          STATION RECOVERY (2005)
 NE1437
 NE1437'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1437'THE STEEL MAST IS PAINTED RED AND WHITE WITH A BLINKING LIGHT AT THE
 NE1437'TOP.  IT IS OWNED AND OPERATED BY SBC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1338 ***********************************************************************
 NE1338  DESIGNATION -  DETROIT RADIO STA WXYZ E MAST
 NE1338  PID         -  NE1338
 NE1338  STATE/COUNTY-  MI/WAYNE
 NE1338  COUNTRY     -  US
 NE1338  USGS QUAD   -  DETROIT (2017)
 NE1338
 NE1338                         *CURRENT SURVEY CONTROL
 NE1338  ______________________________________________________________________
 NE1338* NAD 83(1994) POSITION- 42 21 27.26533(N) 083 03 54.15474(W)   ADJUSTED
 NE1338  ______________________________________________________________________
 NE1338  GEOID HEIGHT    -        -34.500 (meters)                     GEOID18
 NE1338  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 NE1338  HORZ ORDER      -  THIRD
 NE1338
 NE1338.The horizontal coordinates were established by classical geodetic methods
 NE1338.and adjusted by the National Geodetic Survey in February 1997.
 NE1338
 NE1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1338.GEOID18 height accuracy estimate available here.
 NE1338
 NE1338.Click photographs - Photos may exist for this station.
 NE1338
 NE1338.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1338
 NE1338. The following values were computed from the NAD 83(1994) position.
 NE1338
 NE1338;                    North         East     Units Scale Factor Converg.
 NE1338;SPC MI S     -    96,086.361 4,107,224.924   MT  0.99994897   +0 53 08.9
 NE1338;SPC MI S     -   315,243.97 13,475,147.39   iFT  0.99994897   +0 53 08.9
 NE1338;UTM  17      - 4,691,543.805   329,935.392   MT  0.99995586   -1 23 30.0
 NE1338
 NE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2993591543(NAD 83)
 NE1338
 NE1338                          SUPERSEDED SURVEY CONTROL
 NE1338
 NE1338  NAD 83(1986)-  42 21 27.27271(N)    083 03 54.18580(W) AD(       ) 3
 NE1338  NAD 27      -  42 21 27.13500(N)    083 03 54.46200(W) AD(       ) 3
 NE1338
 NE1338.Superseded values are not recommended for survey control.
 NE1338
 NE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1338.See file dsdata.pdf to determine how the superseded data were derived.
 NE1338
 NE1338_MARKER: 42 = RADIO/TV MAST
 NE1338
 NE1338  HISTORY     - Date     Condition        Report By
 NE1338  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1338  HISTORY     - 1977     GOOD             NGS
 NE1338  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1338  HISTORY     - 19910729 GOOD             USPSQD
 NE1338
 NE1338                          STATION DESCRIPTION
 NE1338
 NE1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1338'STATION WAS RECOVERED.
 NE1338'
 NE1338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1338
 NE1338                          STATION RECOVERY (1988)
 NE1338
 NE1338'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1338'MARK NOT FOUND.
 NE1338
 NE1338                          STATION RECOVERY (1991)
 NE1338
 NE1338'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1344 ***********************************************************************
 NE1344  DESIGNATION -  DETROIT RADIO STA WDET MAST
 NE1344  PID         -  NE1344
 NE1344  STATE/COUNTY-  MI/WAYNE
 NE1344  COUNTRY     -  US
 NE1344  USGS QUAD   -  DETROIT (2017)
 NE1344
 NE1344                         *CURRENT SURVEY CONTROL
 NE1344  ______________________________________________________________________
 NE1344* NAD 83(1994) POSITION- 42 21 26.95773(N) 083 03 54.88881(W)   ADJUSTED
 NE1344  ______________________________________________________________________
 NE1344  GEOID HEIGHT    -        -34.500 (meters)                     GEOID18
 NE1344  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 NE1344  HORZ ORDER      -  THIRD
 NE1344
 NE1344.The horizontal coordinates were established by classical geodetic methods
 NE1344.and adjusted by the National Geodetic Survey in February 1997.
 NE1344
 NE1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1344.GEOID18 height accuracy estimate available here.
 NE1344
 NE1344.Click photographs - Photos may exist for this station.
 NE1344
 NE1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1344
 NE1344. The following values were computed from the NAD 83(1994) position.
 NE1344
 NE1344;                    North         East     Units Scale Factor Converg.
 NE1344;SPC MI S     -    96,076.612 4,107,208.275   MT  0.99994899   +0 53 08.4
 NE1344;SPC MI S     -   315,211.98 13,475,092.77   iFT  0.99994899   +0 53 08.4
 NE1344;UTM  17      - 4,691,534.725   329,918.368   MT  0.99995593   -1 23 30.5
 NE1344
 NE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2991891534(NAD 83)
 NE1344
 NE1344                          SUPERSEDED SURVEY CONTROL
 NE1344
 NE1344  NAD 83(1986)-  42 21 26.96500(N)    083 03 54.91969(W) AD(       ) 3
 NE1344  NAD 27      -  42 21 26.82977(N)    083 03 55.19990(W) AD(       ) 3
 NE1344
 NE1344.Superseded values are not recommended for survey control.
 NE1344
 NE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1344.See file dsdata.pdf to determine how the superseded data were derived.
 NE1344
 NE1344_MARKER: 42 = RADIO/TV MAST
 NE1344
 NE1344  HISTORY     - Date     Condition        Report By
 NE1344  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1344  HISTORY     - 1977     GOOD             NGS
 NE1344  HISTORY     - 1982     GOOD             NGS
 NE1344  HISTORY     - 19910727 GOOD             USPSQD
 NE1344  HISTORY     - 19991030 GOOD             USPSQD
 NE1344
 NE1344                          STATION DESCRIPTION
 NE1344
 NE1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1344'THIS STATION WAS RECOVERED IN GOOD CONDITION, NO PREVIOUS
 NE1344'DESCRIPTION.  THE STATION IS LOCATED ON THE TOP AND CENTER OF THE
 NE1344'MACCABEES BUILDING, WHICH HOUSES THE DETROIT PUBLIC SCHOOL CENTER,
 NE1344'AND IS LOCATED AT THE INTERSECTION OF WOODWARD AVENUE AND PUTNAM
 NE1344'STREET, IN THE NORTH SECTION OF DETROIT.  THE MAST IS ON THE TOP
 NE1344'AND CENTER OF THE BUILDING AND THE OVERALL HEIGHTH IS 470 FEET
 NE1344'ABOVE THE GROUND.  THE MAST IS ABOUT 250 ABOVE THE TOP OF THE
 NE1344'BUILDING.
 NE1344'
 NE1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1344
 NE1344                          STATION RECOVERY (1982)
 NE1344
 NE1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1344'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1344'
 NE1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DETROIT.
 NE1344
 NE1344                          STATION RECOVERY (1991)
 NE1344
 NE1344'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1344'RECOVERED IN GOOD CONDITION.
 NE1344
 NE1344                          STATION RECOVERY (1999)
 NE1344
 NE1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1374 ***********************************************************************
 NE1374  DESIGNATION -  DETROIT RADIO STA WTET FM MAST
 NE1374  PID         -  NE1374
 NE1374  STATE/COUNTY-  MI/WAYNE
 NE1374  COUNTRY     -  US
 NE1374  USGS QUAD   -  ROYAL OAK (2017)
 NE1374
 NE1374                         *CURRENT SURVEY CONTROL
 NE1374  ______________________________________________________________________
 NE1374* NAD 83(1994) POSITION- 42 22 39.27462(N) 083 14 35.16290(W)   ADJUSTED
 NE1374  ______________________________________________________________________
 NE1374  GEOID HEIGHT    -        -34.275 (meters)                     GEOID18
 NE1374  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 NE1374  HORZ ORDER      -  THIRD
 NE1374
 NE1374.The horizontal coordinates were established by classical geodetic methods
 NE1374.and adjusted by the National Geodetic Survey in February 1997.
 NE1374
 NE1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1374.GEOID18 height accuracy estimate available here.
 NE1374
 NE1374.Click photographs - Photos may exist for this station.
 NE1374
 NE1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1374
 NE1374. The following values were computed from the NAD 83(1994) position.
 NE1374
 NE1374;                    North         East     Units Scale Factor Converg.
 NE1374;SPC MI S     -    98,096.683 4,092,528.199   MT  0.99994585   +0 45 52.6
 NE1374;SPC MI S     -   321,839.51 13,426,929.79   iFT  0.99994585   +0 45 52.6
 NE1374;UTM  17      - 4,694,136.602   315,329.568   MT  1.00001961   -1 30 44.3
 NE1374
 NE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1532994136(NAD 83)
 NE1374
 NE1374                          SUPERSEDED SURVEY CONTROL
 NE1374
 NE1374  NAD 83(1986)-  42 22 39.28132(N)    083 14 35.19178(W) AD(       ) 3
 NE1374  NAD 27      -  42 22 39.14971(N)    083 14 35.45075(W) AD(       ) 3
 NE1374
 NE1374.Superseded values are not recommended for survey control.
 NE1374
 NE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1374.See file dsdata.pdf to determine how the superseded data were derived.
 NE1374
 NE1374_MARKER: 42 = RADIO/TV MAST
 NE1374
 NE1374  HISTORY     - Date     Condition        Report By
 NE1374  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1374  HISTORY     - 1964     GOOD             CGS
 NE1374  HISTORY     - 1977     GOOD             NGS
 NE1374  HISTORY     - 19910728 GOOD             USPSQD
 NE1374  HISTORY     - 19990325 GOOD             USPSQD
 NE1374
 NE1374                          STATION DESCRIPTION
 NE1374
 NE1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1374'STATION IS LOCATED AT 12300 RADIO PLACE IN THE CITY
 NE1374'OF DETROIT.  IT IS
 NE1374'ABOUT 500 FT. N OF CAPITOL STREET AND 250 FT.
 NE1374'W OF PATTON STREET.  IT IS OWNED AND
 NE1374'OPERATED BY WAYNE UNIVERSITY.
 NE1374'IT IS A FOUR-LEGGED STEEL STRUCTURE, 364 FT. HIGH AND
 NE1374'PAINTED RED
 NE1374'AND WHITE.  THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE
 NE1374'MAST.
 NE1374'
 NE1374'THIS IS AN INTERSECTION STATION.
 NE1374
 NE1374                          STATION RECOVERY (1964)
 NE1374
 NE1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1374'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1374
 NE1374                          STATION RECOVERY (1977)
 NE1374
 NE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1374'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1374'
 NE1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WESTERN PART
 NE1374'OF DETROIT.
 NE1374
 NE1374                          STATION RECOVERY (1991)
 NE1374
 NE1374'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1374'RECOVERED IN GOOD CONDITION.
 NE1374
 NE1374                          STATION RECOVERY (1999)
 NE1374
 NE1374'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1394 ***********************************************************************
 NE1394  DESIGNATION -  DETROIT RIVER LIGHTHOUSE
 NE1394  PID         -  NE1394
 NE1394  STATE/COUNTY-  MI/MONROE
 NE1394  COUNTRY     -  US
 NE1394  USGS QUAD   -  ROCKWOOD (2017)
 NE1394
 NE1394                         *CURRENT SURVEY CONTROL
 NE1394  ______________________________________________________________________
 NE1394* NAD 83(1994) POSITION- 42 00 03.08281(N) 083 08 28.18997(W)   ADJUSTED
 NE1394  ______________________________________________________________________
 NE1394  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 NE1394  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 NE1394  HORZ ORDER      -  THIRD
 NE1394
 NE1394.The horizontal coordinates were established by classical geodetic methods
 NE1394.and adjusted by the National Geodetic Survey in February 1997.
 NE1394
 NE1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1394.GEOID18 height accuracy estimate available here.
 NE1394
 NE1394.Click photographs - Photos may exist for this station.
 NE1394
 NE1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1394
 NE1394. The following values were computed from the NAD 83(1994) position.
 NE1394
 NE1394;                    North         East     Units Scale Factor Converg.
 NE1394;SPC MI S     -    56,374.080 4,101,531.425   MT  1.00002495   +0 50 02.4
 NE1394;SPC MI S     -   184,954.33 13,456,467.93   iFT  1.00002495   +0 50 02.4
 NE1394;SPC OH N     -   259,412.882   546,876.455   MT  1.00007191   -0 25 16.4
 NE1394;SPC OH N     -   851,090.43  1,794,210.50   sFT  1.00007191   -0 25 16.4
 NE1394;UTM  17      - 4,652,088.989   322,671.888   MT  0.99998694   -1 25 59.2
 NE1394
 NE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2267152088(NAD 83)
 NE1394
 NE1394                          SUPERSEDED SURVEY CONTROL
 NE1394
 NE1394  NAD 83(1986)-  42 00 03.09527(N)    083 08 28.20836(W) AD(       ) 3
 NE1394  NAD 27      -  42 00 02.94658(N)    083 08 28.48374(W) AD(       ) 3
 NE1394
 NE1394.Superseded values are not recommended for survey control.
 NE1394
 NE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1394.See file dsdata.pdf to determine how the superseded data were derived.
 NE1394
 NE1394_MARKER: 13 = LIGHTHOUSE
 NE1394
 NE1394  HISTORY     - Date     Condition        Report By
 NE1394  HISTORY     - 1975     FIRST OBSERVED   USLS
 NE1394  HISTORY     - 1983     GOOD             USPSQD
 NE1394
 NE1394                          STATION DESCRIPTION
 NE1394
 NE1394'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NE1394'THE DETROIT RIVER LIGHTHOUSE IS LOCATED AT THE MOUTH OF THE LOWER
 NE1394'DETROIT RIVER, AT THE JUNCTION OF THE WEST AND EAST OUTER
 NE1394'CHANNELS.  THE BASE OF THE LIGHT IS OF STONE CONSTRUCTION AND
 NE1394'STANDS ABOUT FIFTY-FIVE (55) FEET ABOVE THE WATER SURFACE.
 NE1394'TRAVERSE STATION LOWER DETROIT RIVER LSC IS MONUMENTED INTO THE
 NE1394'ELEVATED PLATFORM LOCATED BELOW THE LIGHT.  THE POINT OF
 NE1394'INTERSECT IS THE LIGHTS FINIAL.
 NE1394'
 NE1394'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM LOWER
 NE1394'DETROIT RIVER LSC, 1975.
 NE1394
 NE1394                          STATION RECOVERY (1983)
 NE1394
 NE1394'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 NE1394'STATION FOUND OK.
 NE1394'
 NE1394'THIS LIGHTHOUSE WAS CHECKED ON WHILE ON A PREDICTED LOG CONTEST IN
 NE1394'JULY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1375 ***********************************************************************
 NE1375  DESIGNATION -  DETROIT TV STATION WXYZ MAST
 NE1375  PID         -  NE1375
 NE1375  STATE/COUNTY-  MI/OAKLAND
 NE1375  COUNTRY     -  US
 NE1375  USGS QUAD   -  REDFORD (2017)
 NE1375
 NE1375                         *CURRENT SURVEY CONTROL
 NE1375  ______________________________________________________________________
 NE1375* NAD 83(1994) POSITION- 42 28 14.66857(N) 083 14 59.33519(W)   ADJUSTED
 NE1375  ______________________________________________________________________
 NE1375  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 NE1375  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 NE1375  HORZ ORDER      -  THIRD
 NE1375
 NE1375.The horizontal coordinates were established by classical geodetic methods
 NE1375.and adjusted by the National Geodetic Survey in February 1997.
 NE1375
 NE1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1375.GEOID18 height accuracy estimate available here.
 NE1375
 NE1375.Click photographs - Photos may exist for this station.
 NE1375
 NE1375.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1375
 NE1375. The following values were computed from the NAD 83(1994) position.
 NE1375
 NE1375;                    North         East     Units Scale Factor Converg.
 NE1375;SPC MI S     -   108,436.694 4,091,838.006   MT  0.99993286   +0 45 36.2
 NE1375;SPC MI S     -   355,763.43 13,424,665.37   iFT  0.99993286   +0 45 36.2
 NE1375;UTM  17      - 4,704,496.717   315,050.939   MT  1.00002087   -1 31 10.3
 NE1375
 NE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1505004496(NAD 83)
 NE1375
 NE1375                          SUPERSEDED SURVEY CONTROL
 NE1375
 NE1375  NAD 83(1986)-  42 28 14.67489(N)    083 14 59.36370(W) AD(       ) 3
 NE1375  NAD 27      -  42 28 14.54643(N)    083 14 59.61626(W) AD(       ) 3
 NE1375
 NE1375.Superseded values are not recommended for survey control.
 NE1375
 NE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1375.See file dsdata.pdf to determine how the superseded data were derived.
 NE1375
 NE1375_MARKER: 42 = RADIO/TV MAST
 NE1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1375+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1375
 NE1375  HISTORY     - Date     Condition        Report By
 NE1375  HISTORY     - 1964     FIRST OBSERVED   CGS
 NE1375  HISTORY     - 1977     GOOD             NGS
 NE1375  HISTORY     - 1988     GOOD             USPSQD
 NE1375  HISTORY     - 19910625 GOOD             USPSQD
 NE1375  HISTORY     - 20050819 GOOD             USPSQD
 NE1375
 NE1375                          STATION DESCRIPTION
 NE1375
 NE1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1375'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 NE1375'GUYED, 3 LEGGED
 NE1375'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 NE1375'AND WHITE WITH A BLINKING RED
 NE1375'LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE STRUCTURE
 NE1375'IS 1073 FEET.
 NE1375'
 NE1375'LOCATED IN SOUTHFIELD AT THE NORTHWEST EDGE OF DETROIT, SOUTHWEST OF
 NE1375'THE INTERSECTION OF
 NE1375'TEN MILE ROAD AND NORTHWESTERN HIGHWAY.
 NE1375
 NE1375                          STATION RECOVERY (1977)
 NE1375
 NE1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1375'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1375'
 NE1375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1375
 NE1375                          STATION RECOVERY (1988)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1375'RECOVERED IN GOOD CONDITION.
 NE1375
 NE1375                          STATION RECOVERY (1991)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1375'RECOVERED IN GOOD CONDITION.
 NE1375
 NE1375                          STATION RECOVERY (2005)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1375'THE ADDRESS IS 20733 10 MILE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1379 ***********************************************************************
 NE1379  DESIGNATION -  DETROIT TV STATION WWJ MAST
 NE1379  PID         -  NE1379
 NE1379  STATE/COUNTY-  MI/OAKLAND
 NE1379  COUNTRY     -  US
 NE1379  USGS QUAD   -  ROYAL OAK (2017)
 NE1379
 NE1379                         *CURRENT SURVEY CONTROL
 NE1379  ______________________________________________________________________
 NE1379* NAD 83(1994) POSITION- 42 28 58.46436(N) 083 12 18.93689(W)   ADJUSTED
 NE1379  ______________________________________________________________________
 NE1379  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 NE1379  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 NE1379  HORZ ORDER      -  THIRD
 NE1379
 NE1379.The horizontal coordinates were established by classical geodetic methods
 NE1379.and adjusted by the National Geodetic Survey in February 1997.
 NE1379
 NE1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1379.GEOID18 height accuracy estimate available here.
 NE1379
 NE1379.Click photographs - Photos may exist for this station.
 NE1379
 NE1379.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1379
 NE1379. The following values were computed from the NAD 83(1994) position.
 NE1379
 NE1379;                    North         East     Units Scale Factor Converg.
 NE1379;SPC MI S     -   109,837.419 4,095,482.875   MT  0.99993136   +0 47 25.3
 NE1379;SPC MI S     -   360,358.99 13,436,623.61   iFT  0.99993136   +0 47 25.3
 NE1379;UTM  17      - 4,705,751.438   318,748.943   MT  1.00000421   -1 29 23.2
 NE1379
 NE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1874805751(NAD 83)
 NE1379
 NE1379                          SUPERSEDED SURVEY CONTROL
 NE1379
 NE1379  NAD 83(1986)-  42 28 58.47042(N)    083 12 18.96454(W) AD(       ) 3
 NE1379  NAD 27      -  42 28 58.34120(N)    083 12 19.22346(W) AD(       ) 3
 NE1379
 NE1379.Superseded values are not recommended for survey control.
 NE1379
 NE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1379.See file dsdata.pdf to determine how the superseded data were derived.
 NE1379
 NE1379_MARKER: 42 = RADIO/TV MAST
 NE1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1379+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1379
 NE1379  HISTORY     - Date     Condition        Report By
 NE1379  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1379  HISTORY     - 1964     GOOD             CGS
 NE1379  HISTORY     - 1977     GOOD             NGS
 NE1379  HISTORY     - 1984     GOOD             USPSQD
 NE1379  HISTORY     - 19910625 GOOD             USPSQD
 NE1379  HISTORY     - 20050819 GOOD             USPSQD
 NE1379
 NE1379                          STATION DESCRIPTION
 NE1379
 NE1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1379'STATION IS THE CENTER OF THE TOP OF THE TV MAST LOCATED AT
 NE1379'23601 GREENFIELD
 NE1379'ROAD, 23, ROYAL OAK.  IT IS ABOUT 0.1 MI. W OF
 NE1379'GREENFIELD ROAD, AND 0.15 MI. N OF
 NE1379'10-1/2 MILE ROAD.  IT IS A FOUR-
 NE1379'LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE AND IS
 NE1379'1063 FT. HIGH.
 NE1379'
 NE1379'THIS IS AN INTERSECTION STATION.
 NE1379
 NE1379                          STATION RECOVERY (1964)
 NE1379
 NE1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1379'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1379
 NE1379                          STATION RECOVERY (1977)
 NE1379
 NE1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1379'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1379'TOWER IS OF TRIANGULAR STEEL CONSTRUCTION, WITH A SINGLE MAST AT THE
 NE1379'TOP AND THE BASE IS SET ON A SINGLE POINT, NOT 4 LEGS AS NOTED
 NE1379'IN THE DESCRIPTION.
 NE1379'
 NE1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1379
 NE1379                          STATION RECOVERY (1984)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1379'WWJ MAST FOUND GOOD.
 NE1379
 NE1379                          STATION RECOVERY (1991)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1379'RECOVERED IN GOOD CONDITION.
 NE1379
 NE1379                          STATION RECOVERY (2005)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1379'THE CALL LETTERS OF THE TV STATION HAVE BEEN CHANGED TO WDIV.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1382 ***********************************************************************
 NE1382  DESIGNATION -  DETROIT TV STATION WJBK MAST
 NE1382  PID         -  NE1382
 NE1382  STATE/COUNTY-  MI/OAKLAND
 NE1382  COUNTRY     -  US
 NE1382  USGS QUAD   -  ROYAL OAK (2017)
 NE1382
 NE1382                         *CURRENT SURVEY CONTROL
 NE1382  ______________________________________________________________________
 NE1382* NAD 83(1994) POSITION- 42 27 38.30779(N) 083 12 49.23445(W)   ADJUSTED
 NE1382  ______________________________________________________________________
 NE1382  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 NE1382  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 NE1382  HORZ ORDER      -  THIRD
 NE1382
 NE1382.The horizontal coordinates were established by classical geodetic methods
 NE1382.and adjusted by the National Geodetic Survey in February 1997.
 NE1382
 NE1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1382.GEOID18 height accuracy estimate available here.
 NE1382
 NE1382.Click photographs - Photos may exist for this station.
 NE1382
 NE1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1382
 NE1382. The following values were computed from the NAD 83(1994) position.
 NE1382
 NE1382;                    North         East     Units Scale Factor Converg.
 NE1382;SPC MI S     -   107,354.977 4,094,824.882   MT  0.99993414   +0 47 04.7
 NE1382;SPC MI S     -   352,214.49 13,434,464.84   iFT  0.99993414   +0 47 04.7
 NE1382;UTM  17      - 4,703,296.957   317,992.664   MT  1.00000759   -1 29 41.4
 NE1382
 NE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1799203296(NAD 83)
 NE1382
 NE1382                          SUPERSEDED SURVEY CONTROL
 NE1382
 NE1382  NAD 83(1986)-  42 27 38.31405(N)    083 12 49.26249(W) AD(       ) 3
 NE1382  NAD 27      -  42 27 38.18532(N)    083 12 49.52233(W) AD(       ) 3
 NE1382
 NE1382.Superseded values are not recommended for survey control.
 NE1382
 NE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1382.See file dsdata.pdf to determine how the superseded data were derived.
 NE1382
 NE1382_MARKER: 42 = RADIO/TV MAST
 NE1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1382+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1382
 NE1382  HISTORY     - Date     Condition        Report By
 NE1382  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1382  HISTORY     - 1964     GOOD             CGS
 NE1382  HISTORY     - 1977     GOOD             NGS
 NE1382  HISTORY     - 1984     GOOD             USPSQD
 NE1382  HISTORY     - 19910625 GOOD             USPSQD
 NE1382  HISTORY     - 20000826 GOOD             USPSQD
 NE1382  HISTORY     - 20050819 GOOD             USPSQD
 NE1382
 NE1382                          STATION DESCRIPTION
 NE1382
 NE1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1382'STATION IS THE TOP OF THE MAST LOCATED AT 16550 WEST NINE MILE ROAD,
 NE1382'DETROIT 35.  IT IS ABOUT 9 MI. NW OF DOWNTOWN DETROIT, 0.25 MI. N OF
 NE1382'WEST NINE MILE ROAD, AND 0.25 MI. E OF SOUTHFIELD ROAD.  IT IS A
 NE1382'FOUR-LEGGED STEEL STRUCTURE, 1057 FT.  HIGH, PAINTED RED AND WHITE AND
 NE1382'GUYED ON ALL FOUR SIDES.
 NE1382'
 NE1382'THIS IS AN INTERSECTION STATION.
 NE1382
 NE1382                          STATION RECOVERY (1964)
 NE1382
 NE1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1382'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1382
 NE1382                          STATION RECOVERY (1977)
 NE1382
 NE1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1382'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1382'
 NE1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1382
 NE1382                          STATION RECOVERY (1984)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1382'WJBK MAST FOUND GOOD.
 NE1382
 NE1382                          STATION RECOVERY (1991)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1382'RECOVERED IN GOOD CONDITION.
 NE1382
 NE1382                          STATION RECOVERY (2000)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1382'RECOVERED IN GOOD CONDITION.
 NE1382
 NE1382                          STATION RECOVERY (2005)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1323 ***********************************************************************
 NE1323  DESIGNATION -  DETROIT UDYLITE CORP TANK
 NE1323  PID         -  NE1323
 NE1323  STATE/COUNTY-  MI/MACOMB
 NE1323  COUNTRY     -  US
 NE1323  USGS QUAD   -  HIGHLAND PARK (2017)
 NE1323
 NE1323                         *CURRENT SURVEY CONTROL
 NE1323  ______________________________________________________________________
 NE1323* NAD 83(1994) POSITION- 42 27 16.71896(N) 083 00 29.64616(W)   ADJUSTED
 NE1323  ______________________________________________________________________
 NE1323  GEOID HEIGHT    -        -34.506 (meters)                     GEOID18
 NE1323  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 NE1323  HORZ ORDER      -  THIRD
 NE1323
 NE1323.The horizontal coordinates were established by classical geodetic methods
 NE1323.and adjusted by the National Geodetic Survey in February 1997.
 NE1323
 NE1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1323.GEOID18 height accuracy estimate available here.
 NE1323
 NE1323.Click photographs - Photos may exist for this station.
 NE1323
 NE1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1323
 NE1323. The following values were computed from the NAD 83(1994) position.
 NE1323
 NE1323;                    North         East     Units Scale Factor Converg.
 NE1323;SPC MI S     -   106,940.956 4,111,730.283   MT  0.99993492   +0 55 28.0
 NE1323;SPC MI S     -   350,856.15 13,489,928.75   iFT  0.99993492   +0 55 28.0
 NE1323;UTM  17      - 4,702,210.707   334,868.827   MT  0.99993551   -1 21 21.2
 NE1323
 NE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3486802210(NAD 83)
 NE1323
 NE1323                          SUPERSEDED SURVEY CONTROL
 NE1323
 NE1323  NAD 83(1986)-  42 27 16.72492(N)    083 00 29.67893(W) AD(       ) 3
 NE1323  NAD 27      -  42 27 16.59171(N)    083 00 29.96069(W) AD(       ) 3
 NE1323
 NE1323.Superseded values are not recommended for survey control.
 NE1323
 NE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1323.See file dsdata.pdf to determine how the superseded data were derived.
 NE1323
 NE1323_MARKER: 53 = ELEVATED TANK
 NE1323
 NE1323  HISTORY     - Date     Condition        Report By
 NE1323  HISTORY     - 1964     FIRST OBSERVED   CGS
 NE1323  HISTORY     - 1977     GOOD             NGS
 NE1323  HISTORY     - 19990621 GOOD             USPSQD
 NE1323
 NE1323                          STATION DESCRIPTION
 NE1323
 NE1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1323'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 NE1323'4 LEG STEEL
 NE1323'STRUCTURE PAINTED GREY WITH A YELLOW BAND AROUND THE BOWL.  ON THE
 NE1323'YELLOW BAND IT HAS THE LEGEND
 NE1323'UDYLIT IN BLACK LETTERS.  THE OVERALL HEIGHT OF THE STRUCTURE
 NE1323'IS ABOUT 120 FEET.
 NE1323'
 NE1323'LOCATED AT 21441 HOOVER ROAD IN THE NORTHEAST EDGE OF DETROIT IN
 NE1323'HAZEL PARK.  IT IS OWNED AND
 NE1323'OPERATED BY THE UDYLITE CORP.
 NE1323
 NE1323                          STATION RECOVERY (1977)
 NE1323
 NE1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1323'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TANK
 NE1323'IS GREY, BUT HAS NO BANDS NOR LETTERS AND IS NO LONGER OWNED BY THE
 NE1323'UDYLITE CORPORATION.
 NE1323'
 NE1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WARREN.
 NE1323
 NE1323                          STATION RECOVERY (1999)
 NE1323
 NE1323'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1347 ***********************************************************************
 NE1347  DESIGNATION -  DETROIT UNION GUARDIAN BLDG FP
 NE1347  PID         -  NE1347
 NE1347  STATE/COUNTY-  MI/WAYNE
 NE1347  COUNTRY     -  US
 NE1347  USGS QUAD   -  DETROIT (2017)
 NE1347
 NE1347                         *CURRENT SURVEY CONTROL
 NE1347  ______________________________________________________________________
 NE1347* NAD 83(1994) POSITION- 42 19 47.20070(N) 083 02 46.52949(W)   ADJUSTED
 NE1347  ______________________________________________________________________
 NE1347  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 NE1347  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NE1347  HORZ ORDER      -  THIRD
 NE1347
 NE1347.The horizontal coordinates were established by classical geodetic methods
 NE1347.and adjusted by the National Geodetic Survey in February 1997.
 NE1347
 NE1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1347.GEOID18 height accuracy estimate available here.
 NE1347
 NE1347.Click photographs - Photos may exist for this station.
 NE1347
 NE1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1347
 NE1347. The following values were computed from the NAD 83(1994) position.
 NE1347
 NE1347;                    North         East     Units Scale Factor Converg.
 NE1347;SPC MI S     -    93,023.439 4,108,820.667   MT  0.99995352   +0 53 54.9
 NE1347;SPC MI S     -   305,195.01 13,480,382.77   iFT  0.99995352   +0 53 54.9
 NE1347;UTM  17      - 4,688,419.893   331,408.176   MT  0.99994973   -1 22 41.8
 NE1347
 NE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3140888419(NAD 83)
 NE1347
 NE1347                          SUPERSEDED SURVEY CONTROL
 NE1347
 NE1347  NAD 83(1986)-  42 19 47.20862(N)    083 02 46.56076(W) AD(       ) 3
 NE1347  NAD 27      -  42 19 47.07200(N)    083 02 46.84100(W) AD(       ) 3
 NE1347
 NE1347.Superseded values are not recommended for survey control.
 NE1347
 NE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1347.See file dsdata.pdf to determine how the superseded data were derived.
 NE1347
 NE1347_MARKER: 62 = FLAGPOLE
 NE1347
 NE1347  HISTORY     - Date     Condition        Report By
 NE1347  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1347
 NE1347                          STATION DESCRIPTION
 NE1347
 NE1347'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1097 ***********************************************************************
 NE1097  DESIGNATION -  DETROIT US MARINE HOSP STACK
 NE1097  PID         -  NE1097
 NE1097  STATE/COUNTY-  MI/WAYNE
 NE1097  COUNTRY     -  US
 NE1097  USGS QUAD   -  BELLE ISLE (2017)
 NE1097
 NE1097                         *CURRENT SURVEY CONTROL
 NE1097  ______________________________________________________________________
 NE1097* NAD 83(1994) POSITION- 42 21 32.98578(N) 082 55 47.86721(W)   ADJUSTED
 NE1097  ______________________________________________________________________
 NE1097  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 NE1097  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 NE1097  HORZ ORDER      -  THIRD
 NE1097
 NE1097.The horizontal coordinates were established by classical geodetic methods
 NE1097.and adjusted by the National Geodetic Survey in February 1997.
 NE1097
 NE1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1097.GEOID18 height accuracy estimate available here.
 NE1097
 NE1097.Click photographs - Photos may exist for this station.
 NE1097
 NE1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1097
 NE1097. The following values were computed from the NAD 83(1994) position.
 NE1097
 NE1097;                    North         East     Units Scale Factor Converg.
 NE1097;SPC MI S     -    96,443.792 4,118,348.469   MT  0.99994872   +0 58 39.8
 NE1097;SPC MI S     -   316,416.64 13,511,641.96   iFT  0.99994872   +0 58 39.8
 NE1097;UTM  17      - 4,691,458.834   341,064.177   MT  0.99991081   -1 18 02.3
 NE1097
 NE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4106491458(NAD 83)
 NE1097
 NE1097                          SUPERSEDED SURVEY CONTROL
 NE1097
 NE1097  NAD 83(1986)-  42 21 32.99279(N)    082 55 47.90285(W) AD(       ) 3
 NE1097  NAD 27      -  42 21 32.86000(N)    082 55 48.20000(W) AD(       ) 3
 NE1097
 NE1097.Superseded values are not recommended for survey control.
 NE1097
 NE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1097.See file dsdata.pdf to determine how the superseded data were derived.
 NE1097
 NE1097_MARKER: 63 = STACK
 NE1097
 NE1097  HISTORY     - Date     Condition        Report By
 NE1097  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1097
 NE1097                          STATION DESCRIPTION
 NE1097
 NE1097'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1414 ***********************************************************************
 NE1414  DESIGNATION -  DETROIT WAYNE APT CONTROL TWR
 NE1414  PID         -  NE1414
 NE1414  STATE/COUNTY-  MI/WAYNE
 NE1414  COUNTRY     -  US
 NE1414  USGS QUAD   -  FLAT ROCK NE (2017)
 NE1414
 NE1414                         *CURRENT SURVEY CONTROL
 NE1414  ______________________________________________________________________
 NE1414* NAD 83(1994) POSITION- 42 13 18.32398(N) 083 20 59.60288(W)   ADJUSTED
 NE1414  ______________________________________________________________________
 NE1414  GEOID HEIGHT    -        -34.487 (meters)                     GEOID18
 NE1414  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 NE1414  HORZ ORDER      -  THIRD
 NE1414
 NE1414.This mark is at Detroit Metro/wayne Airport (DTW)
 NE1414
 NE1414.The horizontal coordinates were established by classical geodetic methods
 NE1414.and adjusted by the National Geodetic Survey in February 1997.
 NE1414
 NE1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1414.GEOID18 height accuracy estimate available here.
 NE1414
 NE1414.Click photographs - Photos may exist for this station.
 NE1414
 NE1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1414
 NE1414. The following values were computed from the NAD 83(1994) position.
 NE1414
 NE1414;                    North         East     Units Scale Factor Converg.
 NE1414;SPC MI S     -    80,678.566 4,083,943.357   MT  0.99997340   +0 41 31.0
 NE1414;SPC MI S     -   264,693.46 13,398,764.29   iFT  0.99997340   +0 41 31.0
 NE1414;UTM  17      - 4,677,071.480   306,059.519   MT  1.00006282   -1 34 46.6
 NE1414
 NE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0605977071(NAD 83)
 NE1414
 NE1414                          SUPERSEDED SURVEY CONTROL
 NE1414
 NE1414  NAD 83(1986)-  42 13 18.33247(N)    083 20 59.63016(W) AD(       ) 3
 NE1414  NAD 27      -  42 13 18.18700(N)    083 20 59.88000(W) AD(       ) 3
 NE1414
 NE1414.Superseded values are not recommended for survey control.
 NE1414
 NE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1414.See file dsdata.pdf to determine how the superseded data were derived.
 NE1414
 NE1414_MARKER: 58 = CONTROL TOWER
 NE1414
 NE1414  HISTORY     - Date     Condition        Report By
 NE1414  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1414  HISTORY     - 1958     GOOD             CGS
 NE1414  HISTORY     - 1965     GOOD             CGS
 NE1414  HISTORY     - 1968     GOOD             CGS
 NE1414
 NE1414                          STATION DESCRIPTION
 NE1414
 NE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1414'THE STATION IS THE CENTER OF THE BASE OF THE AIR VENT IN ABOUT THE
 NE1414'CENTER OF THE ROOF OF THE DETROIT-WAYNE MAJOR AIRPORT CONTROL TOWER.
 NE1414'IT IS LOCATED IN THE SW PART OF THE AIRPORT, AT THE PASSENGER TERMINAL
 NE1414'BUILDING, ABOUT 1 MI. W OF MIDDLE BELT ROAD, AND ABOUT 4.5 MI. S OF
 NE1414'U.S. HIGHWAY 112 (MICHIGAN AVENUE)  IT IS A GLASS-ENCLOSED OBSERVATION
 NE1414'ROOM 85 FT. ABOVE THE GROUND.
 NE1414'
 NE1414'THIS IS AN INTERSECTION STATION.
 NE1414
 NE1414                          STATION RECOVERY (1958)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 NE1414'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 NE1414'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NE1414
 NE1414                          STATION RECOVERY (1965)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1414'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE AIRPORT HAS
 NE1414'BEEN RENAMED THE DETROIT METROPOLITAN WAYNE COUNTY AIRPORT.
 NE1414
 NE1414                          STATION RECOVERY (1968)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 NE1414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1098 ***********************************************************************
 NE1098  DESIGNATION -  DETROIT WINDMILL POINT LTHSE
 NE1098  PID         -  NE1098
 NE1098  STATE/COUNTY-  MI/WAYNE
 NE1098  COUNTRY     -  US
 NE1098  USGS QUAD   -  BELLE ISLE (2017)
 NE1098
 NE1098                         *CURRENT SURVEY CONTROL
 NE1098  ______________________________________________________________________
 NE1098* NAD 83(1994) POSITION- 42 21 30.21532(N) 082 55 47.41728(W)   ADJUSTED
 NE1098  ______________________________________________________________________
 NE1098  GEOID HEIGHT    -        -34.616 (meters)                     GEOID18
 NE1098  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 NE1098  HORZ ORDER      -  THIRD
 NE1098
 NE1098.The horizontal coordinates were established by classical geodetic methods
 NE1098.and adjusted by the National Geodetic Survey in February 1997.
 NE1098
 NE1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1098.GEOID18 height accuracy estimate available here.
 NE1098
 NE1098.Click photographs - Photos may exist for this station.
 NE1098
 NE1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1098
 NE1098. The following values were computed from the NAD 83(1994) position.
 NE1098
 NE1098;                    North         East     Units Scale Factor Converg.
 NE1098;SPC MI S     -    96,358.501 4,118,360.222   MT  0.99994884   +0 58 40.1
 NE1098;SPC MI S     -   316,136.81 13,511,680.52   iFT  0.99994884   +0 58 40.1
 NE1098;UTM  17      - 4,691,373.146   341,072.530   MT  0.99991078   -1 18 01.9
 NE1098
 NE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4107291373(NAD 83)
 NE1098
 NE1098                          SUPERSEDED SURVEY CONTROL
 NE1098
 NE1098  NAD 83(1986)-  42 21 30.22255(N)    082 55 47.45085(W) AD(       ) 3
 NE1098  NAD 27      -  42 21 30.09000(N)    082 55 47.74000(W) AD(       ) 3
 NE1098
 NE1098.Superseded values are not recommended for survey control.
 NE1098
 NE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1098.See file dsdata.pdf to determine how the superseded data were derived.
 NE1098
 NE1098_MARKER: 13 = LIGHTHOUSE
 NE1098
 NE1098  HISTORY     - Date     Condition        Report By
 NE1098  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1098
 NE1098                          STATION DESCRIPTION
 NE1098
 NE1098'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0486 ***********************************************************************
 QL0486  DESIGNATION -  DEVILS
 QL0486  PID         -  QL0486
 QL0486  STATE/COUNTY-  MI/MENOMINEE
 QL0486  COUNTRY     -  US
 QL0486  USGS QUAD   -  GOURLEY (2017)
 QL0486
 QL0486                         *CURRENT SURVEY CONTROL
 QL0486  ______________________________________________________________________
 QL0486* NAD 83(1994) POSITION- 45 30 24.00514(N) 087 25 35.94058(W)   ADJUSTED
 QL0486* NAVD 88 ORTHO HEIGHT -   223.57  (+/-2cm)      733.5   (feet) VERTCON3
 QL0486  ______________________________________________________________________
 QL0486  GEOID HEIGHT    -        -36.318 (meters)                     GEOID18
 QL0486  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 QL0486  HORZ ORDER      -  SECOND
 QL0486  VERT ORDER      -  THIRD ? (See Below)
 QL0486
 QL0486.The horizontal coordinates were established by classical geodetic methods
 QL0486.and adjusted by the National Geodetic Survey in February 1997.
 QL0486
 QL0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0486
 QL0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0486.GEOID18 height accuracy estimate available here.
 QL0486
 QL0486.The vertical order pertains to the NGVD 29 superseded value.
 QL0486
 QL0486.Click photographs - Photos may exist for this station.
 QL0486
 QL0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0486
 QL0486. The following values were computed from the NAD 83(1994) position.
 QL0486
 QL0486;                    North         East     Units Scale Factor Converg.
 QL0486;SPC MI N     -    80,485.725 7,966,658.132   MT  0.99999444   -0 18 30.2
 QL0486;SPC MI N     -   264,060.78 26,137,329.83   iFT  0.99999444   -0 18 30.2
 QL0486;UTM  16      - 5,039,325.829   466,671.128   MT  0.99961366   -0 18 15.6
 QL0486
 QL0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0486!SPC MI N     -   0.99997064  x   0.99999444  =   0.99996508
 QL0486!UTM  16      -   0.99997064  x   0.99961366  =   0.99958432
 QL0486
 QL0486:                Primary Azimuth Mark                     Grid Az
 QL0486:SPC MI N     -  DEVILS AZ MK                             196 24 27.5
 QL0486:UTM  16      -  DEVILS AZ MK                             196 24 12.9
 QL0486
 QL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6667139325(NAD 83)
 QL0486
 QL0486|---------------------------------------------------------------------|
 QL0486| PID    Reference Object                     Distance      Geod. Az  |
 QL0486|                                                           dddmmss.s |
 QL0486| CJ4839 DEVILS AZ MK                                       1960557.3 |
 QL0486| CJ4840 DEVILS RM 1                          26.360 METERS 20916     |
 QL0486| QL0484 DEVILS RM 2                          23.379 METERS 27506     |
 QL0486|---------------------------------------------------------------------|
 QL0486
 QL0486                          SUPERSEDED SURVEY CONTROL
 QL0486
 QL0486  NAD 83(1986)-  45 30 24.00452(N)    087 25 35.93944(W) AD(       ) 2
 QL0486  NAD 27      -  45 30 24.10300(N)    087 25 35.49800(W) AD(       ) 2
 QL0486  NGVD 29             223.57   (m)          733.5    (f) LEVELING    3  
 QL0486
 QL0486.Superseded values are not recommended for survey control.
 QL0486
 QL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0486.See file dsdata.pdf to determine how the superseded data were derived.
 QL0486
 QL0486_MARKER: DS = TRIANGULATION STATION DISK
 QL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0486_STAMPING: DEVILS 1954
 QL0486_MARK LOGO: CGS
 QL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0486+STABILITY: SURFACE MOTION
 QL0486
 QL0486  HISTORY     - Date     Condition        Report By
 QL0486  HISTORY     - 1954     MONUMENTED       CGS
 QL0486  HISTORY     - 20010331 GOOD             NGS
 QL0486
 QL0486                          STATION DESCRIPTION
 QL0486
 QL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0486'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE VILLAGE OF CEDAR
 QL0486'RIVER, ABOUT 11 MILES NORTHEAST OF THE VILLAGE OF STEPHENSON, AND AT
 QL0486'THE SAME LOCATION AS THE CEDAR RIVER LOOKOUT TOWER.  IT IS 68 FEET
 QL0486'EAST-SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, 31-1/2 FEET EAST
 QL0486'OF THE APPROXIMATE CENTERLINE OF ROAD, AND 6-1/2 FEET NORTHWEST OF A
 QL0486'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QL0486'DEVILS 1954.
 QL0486'
 QL0486'REFERENCE MARK NO. 1 IS 78 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 QL0486'LOOKOUT TOWER, AND 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD.
 QL0486'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DEVILS NO 1 1954.
 QL0486'
 QL0486'REFERENCE MARK NO. 2 (CEDAR RIVER LOOKOUT TOWER) IS SET IN THE
 QL0486'APPROXIMATE CENTER AND AT THE BASE OF THE LOOKOUT TOWER.  THE MARK
 QL0486'PROJECTS 2 INCHES AND THE DISK IS STAMPED DEVILS NO 2 1954.
 QL0486'
 QL0486'AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 QL0486'ROAD, 41 FEET SOUTH OF A 30 INCH TREE, AND 3-1/2 FEET NORTH OF A
 QL0486'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0486'DEVILS 1954.
 QL0486'
 QL0486'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 41 AND COUNTY ROUTE NO.
 QL0486'358 IN THE VILLAGE OF DAGGETT, GO EAST ON PAVED ROAD FOR 7.3 MILES TO
 QL0486'POINT WHERE ROAD TURNS NORTH (LEFT).  TURN LEFT AND GO NORTH ON PAVED
 QL0486'ROAD FOR 2.1 MILE TO CROSSROADS.  TURN RIGHT AND GO EAST AND NORTH ON
 QL0486'GRAVEL ROAD FOR 0.6 MILE TO AZIMUTH MARK ON LEFT (NORTH) SIDE OF ROAD.
 QL0486'CONTINUE 0.2 MILE TO SIDE ROAD LEFT. TURN LEFT AND GO WEST UP SMALL
 QL0486'HILL TO CEDAR RIVER LOOKOUT TOWER AND STATION AS DESCRIBED.
 QL0486'
 QL0486'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 QL0486
 QL0486                          STATION RECOVERY (2001)
 QL0486
 QL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0484 ***********************************************************************
 QL0484  DESIGNATION -  DEVILS RM 2
 QL0484  PID         -  QL0484
 QL0484  STATE/COUNTY-  MI/MENOMINEE
 QL0484  COUNTRY     -  US
 QL0484  USGS QUAD   -  GOURLEY (2017)
 QL0484
 QL0484                         *CURRENT SURVEY CONTROL
 QL0484  ______________________________________________________________________
 QL0484* NAD 83(1994) POSITION- 45 30 24.07244(N) 087 25 37.01330(W)   ADJUSTED
 QL0484* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 QL0484  ______________________________________________________________________
 QL0484  GEOID HEIGHT    -        -36.318 (meters)                     GEOID18
 QL0484  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 QL0484  HORZ ORDER      -  SECOND
 QL0484
 QL0484.The horizontal coordinates were established by classical geodetic methods
 QL0484.and adjusted by the National Geodetic Survey in February 1997.
 QL0484
 QL0484.The orthometric height was scaled from a topographic map.
 QL0484
 QL0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0484.GEOID18 height accuracy estimate available here.
 QL0484
 QL0484.Click photographs - Photos may exist for this station.
 QL0484
 QL0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0484
 QL0484. The following values were computed from the NAD 83(1994) position.
 QL0484
 QL0484;                    North         East     Units Scale Factor Converg.
 QL0484;SPC MI N     -    80,487.929 7,966,634.857   MT  0.99999444   -0 18 30.9
 QL0484;SPC MI N     -   264,068.01 26,137,253.47   iFT  0.99999444   -0 18 30.9
 QL0484;UTM  16      - 5,039,328.030   466,647.861   MT  0.99961368   -0 18 16.4
 QL0484
 QL0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0484!SPC MI N     -   0.99997058  x   0.99999444  =   0.99996502
 QL0484!UTM  16      -   0.99997058  x   0.99961368  =   0.99958427
 QL0484
 QL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6664739328(NAD 83)
 QL0484
 QL0484                          SUPERSEDED SURVEY CONTROL
 QL0484
 QL0484  NAD 83(1986)-  45 30 24.07182(N)    087 25 37.01215(W) AD(       ) 2
 QL0484  NAD 27      -  45 30 24.17100(N)    087 25 36.57100(W) AD(       ) 2
 QL0484
 QL0484.Superseded values are not recommended for survey control.
 QL0484
 QL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0484.See file dsdata.pdf to determine how the superseded data were derived.
 QL0484
 QL0484_MARKER: DR = REFERENCE MARK DISK
 QL0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0484_STAMPING: DEVILS NO 2 1954
 QL0484_MARK LOGO: CGS
 QL0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0484+STABILITY: SURFACE MOTION
 QL0484
 QL0484  HISTORY     - Date     Condition        Report By
 QL0484  HISTORY     - 1954     MONUMENTED       CGS
 QL0484  HISTORY     - 20010331 GOOD             NGS
 QL0484
 QL0484                          STATION DESCRIPTION
 QL0484
 QL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0484'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE VILLAGE OF
 QL0484'CEDAR RIVER, AND
 QL0484'ABOUT 11 MILES NORTHEAST OF THE VILLAGE OF STEPHENSON.
 QL0484'IT IS SET UNDER THE LOOKOUT TOWER
 QL0484'AND AT THE APPROXIMATE CENTER OF THE BASE.  THE MARK PROJECTS
 QL0484'2 INCHES AND THE DISK IS STAMPED DEVILS NO 2 1954.
 QL0484'NOTE- 11A.
 QL0484'
 QL0484'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DEVILS AND
 QL0484'THE DISTANCE IS 23.379 METERS OR
 QL0484'76.70 FEET.
 QL0484'
 QL0484'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 41 AND COUNTY ROUTE
 QL0484'358 IN THE VILLAGE OF DAGGETT, GO
 QL0484'EAST ON PAVED ROAD FOR 7.3 MILES TO POINT WHERE ROAD TURNS NORTH.
 QL0484'TURN NORTH AND FOLLOW PAVED ROAD
 QL0484'FOR 2.1 MILES TO CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVEL
 QL0484'ROAD FOR 0.8 MILE TO SIDE ROAD LEFT.  TURN
 QL0484'LEFT AND FOLLOW DIRT ROAD WEST FOR 0.1 MILE TO
 QL0484'LOOKOUT TOWER AND STATION AS DESCRIBED.
 QL0484
 QL0484                          STATION RECOVERY (2001)
 QL0484
 QL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0494 ***********************************************************************
 PL0494  DESIGNATION -  DEWARD FIRE LOOKOUT TOWER
 PL0494  PID         -  PL0494
 PL0494  STATE/COUNTY-  MI/CRAWFORD
 PL0494  COUNTRY     -  US
 PL0494  USGS QUAD   -  FREDERIC (2017)
 PL0494
 PL0494                         *CURRENT SURVEY CONTROL
 PL0494  ______________________________________________________________________
 PL0494* NAD 83(1994) POSITION- 44 45 33.88191(N) 084 48 36.36391(W)   ADJUSTED
 PL0494  ______________________________________________________________________
 PL0494  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 PL0494  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 PL0494  HORZ ORDER      -  THIRD
 PL0494
 PL0494.The horizontal coordinates were established by classical geodetic methods
 PL0494.and adjusted by the National Geodetic Survey in February 1997.
 PL0494
 PL0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0494.GEOID18 height accuracy estimate available here.
 PL0494
 PL0494.Click photographs - Photos may exist for this station.
 PL0494
 PL0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0494
 PL0494. The following values were computed from the NAD 83(1994) position.
 PL0494
 PL0494;                    North         East     Units Scale Factor Converg.
 PL0494;SPC MI C     -   160,413.672 5,964,893.649   MT  0.99991784   -0 18 47.7
 PL0494;SPC MI C     -   526,291.57 19,569,861.05   iFT  0.99991784   -0 18 47.7
 PL0494;UTM  16      - 4,958,557.448   673,318.729   MT  0.99996940   +1 32 32.5
 PL0494
 PL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7331858557(NAD 83)
 PL0494
 PL0494                          SUPERSEDED SURVEY CONTROL
 PL0494
 PL0494  NAD 83(1986)-  44 45 33.87699(N)    084 48 36.36257(W) AD(       ) 3
 PL0494  NAD 27      -  44 45 33.81892(N)    084 48 36.25395(W) AD(       ) 3
 PL0494
 PL0494.Superseded values are not recommended for survey control.
 PL0494
 PL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0494.See file dsdata.pdf to determine how the superseded data were derived.
 PL0494
 PL0494_MARKER: 57 = LOOKOUT TOWER
 PL0494
 PL0494  HISTORY     - Date     Condition        Report By
 PL0494  HISTORY     - 1949     FIRST OBSERVED   CGS
 PL0494
 PL0494                          STATION DESCRIPTION
 PL0494
 PL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0494'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GRAYLING AND 4
 PL0494'MILES WEST OF
 PL0494'FREDERICK.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH
 PL0494'PAINTED SILVER WITH AN ENCLOSED CAB AT
 PL0494'THE TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF CAB.
 PL0494'
 PL0494'TO REACH THE STATION FROM THE INTERSECTION OF MICHIGAN STREET AND
 PL0494'U.S. HIGHWAY 27 IN GRAYLING GO
 PL0494'NORTH ON HIGHWAY 27 FOR 8.9 MILES TO THE TOWN OF FREDRICK AND THE
 PL0494'INTERSECTION OF COUNTY ROAD 612, TURN
 PL0494'LEFT AND GO 4.1 MILES TO A CROSS ROAD, TURN LEFT AND GO 0.4 MILE
 PL0494'TO A FORK, TAKE LEFT FORK AND GO 0.6 MILE
 PL0494'TO TOP OF RIDGE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1447 ***********************************************************************
 NF1447  DESIGNATION -  DEWITT
 NF1447  PID         -  NF1447
 NF1447  STATE/COUNTY-  MI/CLINTON
 NF1447  COUNTRY     -  US
 NF1447  USGS QUAD   -  LANSING NORTH (2017)
 NF1447
 NF1447                         *CURRENT SURVEY CONTROL
 NF1447  ______________________________________________________________________
 NF1447* NAD 83(1994) POSITION- 42 51 39.78587(N) 084 35 21.41560(W)   ADJUSTED
 NF1447* NAVD 88 ORTHO HEIGHT -   275.2   (meters)      903.    (feet) VERTCON3
 NF1447  ______________________________________________________________________
 NF1447  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 NF1447  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 NF1447  HORZ ORDER      -  FIRST
 NF1447
 NF1447.The horizontal coordinates were established by classical geodetic methods
 NF1447.and adjusted by the National Geodetic Survey in February 1997.
 NF1447
 NF1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1447
 NF1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1447.GEOID18 height accuracy estimate available here.
 NF1447
 NF1447.Click photographs - Photos may exist for this station.
 NF1447
 NF1447.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1447
 NF1447. The following values were computed from the NAD 83(1994) position.
 NF1447
 NF1447;                    North         East     Units Scale Factor Converg.
 NF1447;SPC MI S     -   151,206.071 3,981,808.586   MT  0.99990697   -0 09 05.4
 NF1447;SPC MI S     -   496,082.91 13,063,676.46   iFT  0.99990697   -0 09 05.4
 NF1447;UTM  16      - 4,748,204.122   696,940.256   MT  1.00007718   +1 38 25.3
 NF1447
 NF1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1447!SPC MI S     -   0.99996208  x   0.99990697  =   0.99986906
 NF1447!UTM  16      -   0.99996208  x   1.00007718  =   1.00003926
 NF1447
 NF1447:                Primary Azimuth Mark                     Grid Az
 NF1447:SPC MI S     -  DEWITT AZ MK                             130 44 13.1
 NF1447:UTM  16      -  DEWITT AZ MK                             128 56 42.4
 NF1447
 NF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9694048204(NAD 83)
 NF1447
 NF1447|---------------------------------------------------------------------|
 NF1447| PID    Reference Object                     Distance      Geod. Az  |
 NF1447|                                                           dddmmss.s |
 NF1447| NF1441 DEWITT AZ MK                        APPROX. 0.7 KM 1303507.7 |
 NF1447| NF1446 DEWITT RM 1                          30.850 METERS 21837     |
 NF1447| CH0976 DEWITT RM 2                          30.099 METERS 31931     |
 NF1447|---------------------------------------------------------------------|
 NF1447
 NF1447                          SUPERSEDED SURVEY CONTROL
 NF1447
 NF1447  NAD 83(1986)-  42 51 39.78410(N)    084 35 21.43380(W) AD(       ) 1
 NF1447  NAD 27      -  42 51 39.66011(N)    084 35 21.50190(W) AD(       ) 1
 NF1447  NGVD 29 (07/19/86)  275.3    (m)          903.     (f) VERT ANG       
 NF1447
 NF1447.Superseded values are not recommended for survey control.
 NF1447
 NF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1447.See file dsdata.pdf to determine how the superseded data were derived.
 NF1447
 NF1447_MARKER: DS = TRIANGULATION STATION DISK
 NF1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1447_STAMPING: DEWITT 1970
 NF1447_MARK LOGO: CGS
 NF1447_PROJECTION: RECESSED 61 CENTIMETERS
 NF1447_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1447+STABILITY: SURFACE MOTION
 NF1447
 NF1447  HISTORY     - Date     Condition        Report By
 NF1447  HISTORY     - 1970     MONUMENTED       NGS
 NF1447  HISTORY     - 1976     GOOD             NGS
 NF1447  HISTORY     - 1980     GOOD             MIDH
 NF1447
 NF1447                          STATION DESCRIPTION
 NF1447
 NF1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1447'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF LANSING, 10
 NF1447'MILES SOUTH OF ST. JOHNS, 1-3/4 MILES NORTHWEST OF DEWITT, IN THE
 NF1447'SOUTH 1/2 OF SECTION 31, T 5 N, R 2 W, ON LAND OWNED BY MR. DONALD
 NF1447'SEYFRIED AND ABOUT 0.35 MILE NORTHEAST OF HIS HOME.  MR. SEYFRIED MAY
 NF1447'BE REACHED BY PHONE AT (517) 669-9819, DEWITT, MICHIGAN.
 NF1447'
 NF1447'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO NORTH ON
 NF1447'BRIDGE STREET FOR 0.9 MILE TO A T-INTERSECTION.  TURN LEFT, WEST, FOR
 NF1447'0.15 MILE TO WHERE THE PAVED ROAD TURNS NORTH.  CONTINUE WEST ON
 NF1447'GRAVELED ROAD (CUTLER ROAD) FOR 0.6 MILE TO A CROSSROAD AND THE
 NF1447'AZIMUTH MARK IN THE NORTHWEST QUADRANT OF THE CROSSROAD.  CONTINUE
 NF1447'WEST ON CUTLER ROAD FOR 0.3 MILE TO A FENCE CORNER ON THE RIGHT.  TURN
 NF1447'RIGHT AND GO NORTH ALONG THE EAST SIDE OF A WIRE FENCE FOR 0.3 MILE TO
 NF1447'THE TOP OF A SLIGHT RISE AND THE STATION.
 NF1447'
 NF1447'STATION MARKS ARE STANDARD DISKS STAMPED DEWITT 1970.  THE SURFACE
 NF1447'MARK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24
 NF1447'INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A METAL
 NF1447'WITNESS POST, 100 FEET SOUTHEAST OF A METAL WITNESS POST, 65 FEET EAST
 NF1447'OF A NORTH-SOUTH FENCE LINE, AND ABOUT 15 FEET SOUTHWEST OF THE
 NF1447'HIGHEST PART OF THE RISE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 NF1447'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NF1447'
 NF1447'REFERENCE MARK 1, A STANDARD DISK STAMPED DEWITT NO 1 1970, IS SET IN
 NF1447'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NF1447'IT IS 2.0 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 2.0 FEET EAST OF
 NF1447'A METAL WITNESS POST.
 NF1447'
 NF1447'REFERENCE MARK 2, A STANDARD DISK STAMPED DEWITT NO 2 1970, IS SET IN
 NF1447'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1447'GROUND SURFACE.  IT IS 1.0 FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND
 NF1447'1.0 FOOT EAST OF A METAL WITNESS POST.
 NF1447'
 NF1447'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN IN
 NF1447'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 NF1447'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE
 NF1447'INTERSECTION OF THE CROSSROAD, 30 FEET NORTH OF THE CENTER OF CUTLER
 NF1447'ROAD, 21.7 FEET WEST OF A FENCE CORNER POST, 18. FEET WEST-NORTHWEST
 NF1447'OF A 24-INCH TREE STUMP, 3.8 FEET NORTHEAST OF A TELEPHONE GUY POLE,
 NF1447'1.7 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1.0 FOOT SOUTH OF AN
 NF1447'EASTWEST FENCE LINE.
 NF1447'
 NF1447'NOTE-NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO BRUSH
 NF1447'AND SMALL TREE.
 NF1447'
 NF1447'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 NF1447
 NF1447                          STATION RECOVERY (1976)
 NF1447
 NF1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1447'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH AND FENCE BEING IN LINE.
 NF1447'
 NF1447'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NF1447'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1970.  DUE TO
 NF1447'THE PROPERTY OWNERS REQUEST THE TOWER WAS BUILT OVER REFERENCE MARK
 NF1447'1, A TRAVERSE TIE WAS MADE TO REFERENCE MARK 1 AND REFERENCE MARK
 NF1447'1 WAS OCCUPIED AT THIS TIME.  FOR MORE DETAIL SEE DESCRIPTION FOR
 NF1447'DEWITT RM 1.
 NF1447'
 NF1447'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1447'
 NF1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 NF1447'NORTHWEST OF DEWITT.
 NF1447'
 NF1447'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NF1447
 NF1447                          STATION RECOVERY (1980)
 NF1447
 NF1447'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1447'THE STATION WAS NOT RECOVERED DUE TO BEING IN A CULTIVATED FIELD AND
 NF1447'AT THE REQUEST OF OWNER.  THE REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NF1447'IN GOOD CONDITION.  NO MEASUREMENTS WERE MADE FROM RM S TO STATION OR
 NF1447'BETWEEN RM S.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 NF1447'
 NF1447'CHECK WITH PROPERTY OWNER FOR ACCESS TO STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1441 ***********************************************************************
 NF1441  DESIGNATION -  DEWITT AZ MK
 NF1441  PID         -  NF1441
 NF1441  STATE/COUNTY-  MI/CLINTON
 NF1441  COUNTRY     -  US
 NF1441  USGS QUAD   -  LANSING NORTH (2017)
 NF1441
 NF1441                         *CURRENT SURVEY CONTROL
 NF1441  ______________________________________________________________________
 NF1441* NAD 83(1994) POSITION- 42 51 24.03014(N) 084 34 56.41793(W)   ADJUSTED
 NF1441* NAVD 88 ORTHO HEIGHT -   264.2   (meters)      867.    (feet) VERTCON3
 NF1441  ______________________________________________________________________
 NF1441  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 NF1441  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 NF1441  HORZ ORDER      -  SECOND
 NF1441
 NF1441.The horizontal coordinates were established by classical geodetic methods
 NF1441.and adjusted by the National Geodetic Survey in February 1997.
 NF1441
 NF1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1441
 NF1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1441.GEOID18 height accuracy estimate available here.
 NF1441
 NF1441.Click photographs - Photos may exist for this station.
 NF1441
 NF1441.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1441
 NF1441. The following values were computed from the NAD 83(1994) position.
 NF1441
 NF1441;                    North         East     Units Scale Factor Converg.
 NF1441;SPC MI S     -   150,718.445 3,982,374.764   MT  0.99990700   -0 08 48.4
 NF1441;SPC MI S     -   494,483.09 13,065,534.00   iFT  0.99990700   -0 08 48.4
 NF1441;UTM  16      - 4,747,734.357   697,521.504   MT  1.00008000   +1 38 41.8
 NF1441
 NF1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1441!SPC MI S     -   0.99996381  x   0.99990700  =   0.99987081
 NF1441!UTM  16      -   0.99996381  x   1.00008000  =   1.00004380
 NF1441
 NF1441:                Primary Azimuth Mark                     Grid Az
 NF1441:SPC MI S     -  DEWITT RM 1                              308 22 15.6
 NF1441:UTM  16      -  DEWITT RM 1                              306 34 45.4
 NF1441
 NF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9752147734(NAD 83)
 NF1441
 NF1441|---------------------------------------------------------------------|
 NF1441| PID    Reference Object                     Distance      Geod. Az  |
 NF1441|                                                           dddmmss.s |
 NF1441| NF1440 DEWITT AZ MK A PT                     7.810 METERS 26540     |
 NF1441| NF1446 DEWITT RM 1                         APPROX. 0.7 KM 3081327.2 |
 NF1441|---------------------------------------------------------------------|
 NF1441
 NF1441                          SUPERSEDED SURVEY CONTROL
 NF1441
 NF1441  NAD 83(1986)-  42 51 24.02828(N)    084 34 56.43617(W) AD(       ) 2
 NF1441  NAD 27      -  42 51 23.90433(N)    084 34 56.50492(W) AD(       ) 2
 NF1441  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1441
 NF1441.Superseded values are not recommended for survey control.
 NF1441
 NF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1441.See file dsdata.pdf to determine how the superseded data were derived.
 NF1441
 NF1441_MARKER: DZ = AZIMUTH MARK DISK
 NF1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1441_STAMPING: DEWITT 1970
 NF1441_MARK LOGO: CGS
 NF1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1441+STABILITY: SURFACE MOTION
 NF1441
 NF1441  HISTORY     - Date     Condition        Report By
 NF1441  HISTORY     - 1970     MONUMENTED       NGS
 NF1441  HISTORY     - 1976     GOOD             NGS
 NF1441
 NF1441                          STATION DESCRIPTION
 NF1441
 NF1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1441'STATION MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN THE TOP
 NF1441'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1441'ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE
 NF1441'INTERSECTION OF THE CROSSROAD, 30 FEET NORTH OF THE CENTER OF CUTLER
 NF1441'ROAD, 21.7 FEET WEST OF A FENCE CORNER POST, 18 FEET
 NF1441'WEST-NORTHWEST OF A 24-INCH TREE STUMP, 3.8 FEET NORTHEAST
 NF1441'OF A TELEPHONE GUY POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 NF1441'POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 NF1441'
 NF1441'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1446 ***********************************************************************
 NF1446  DESIGNATION -  DEWITT RM 1
 NF1446  PID         -  NF1446
 NF1446  STATE/COUNTY-  MI/CLINTON
 NF1446  COUNTRY     -  US
 NF1446  USGS QUAD   -  LANSING NORTH (2017)
 NF1446
 NF1446                         *CURRENT SURVEY CONTROL
 NF1446  ______________________________________________________________________
 NF1446* NAD 83(1994) POSITION- 42 51 39.00482(N) 084 35 22.26389(W)   ADJUSTED
 NF1446* NAVD 88 ORTHO HEIGHT -   274.9   (meters)      902.    (feet) VERTCON3
 NF1446  ______________________________________________________________________
 NF1446  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 NF1446  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 NF1446  HORZ ORDER      -  FIRST
 NF1446
 NF1446.The horizontal coordinates were established by classical geodetic methods
 NF1446.and adjusted by the National Geodetic Survey in February 1997.
 NF1446
 NF1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1446
 NF1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1446.GEOID18 height accuracy estimate available here.
 NF1446
 NF1446.Click photographs - Photos may exist for this station.
 NF1446
 NF1446.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1446
 NF1446. The following values were computed from the NAD 83(1994) position.
 NF1446
 NF1446;                    North         East     Units Scale Factor Converg.
 NF1446;SPC MI S     -   151,182.022 3,981,789.267   MT  0.99990697   -0 09 06.0
 NF1446;SPC MI S     -   496,004.01 13,063,613.08   iFT  0.99990697   -0 09 06.0
 NF1446;UTM  16      - 4,748,179.477   696,921.695   MT  1.00007709   +1 38 24.7
 NF1446
 NF1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1446!SPC MI S     -   0.99996213  x   0.99990697  =   0.99986910
 NF1446!UTM  16      -   0.99996213  x   1.00007709  =   1.00003922
 NF1446
 NF1446:                Primary Azimuth Mark                     Grid Az
 NF1446:SPC MI S     -  DEWITT AZ MK                             128 22 15.6
 NF1446:UTM  16      -  DEWITT AZ MK                             126 34 44.9
 NF1446
 NF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9692148179(NAD 83)
 NF1446
 NF1446|---------------------------------------------------------------------|
 NF1446| PID    Reference Object                     Distance      Geod. Az  |
 NF1446|                                                           dddmmss.s |
 NF1446| NF1447 DEWITT                               30.850 METERS 03837     |
 NF1446| NF1441 DEWITT AZ MK                        APPROX. 0.7 KM 1281309.6 |
 NF1446|---------------------------------------------------------------------|
 NF1446
 NF1446                          SUPERSEDED SURVEY CONTROL
 NF1446
 NF1446  NAD 83(1986)-  42 51 39.00288(N)    084 35 22.28227(W) AD(       ) 1
 NF1446  NAD 27      -  42 51 38.87903(N)    084 35 22.35017(W) AD(       ) 1
 NF1446  NGVD 29 (07/19/86)  275.0    (m)          902.     (f) VERT ANG       
 NF1446
 NF1446.Superseded values are not recommended for survey control.
 NF1446
 NF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1446.See file dsdata.pdf to determine how the superseded data were derived.
 NF1446
 NF1446_MARKER: DR = REFERENCE MARK DISK
 NF1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1446_STAMPING: DEWITT NO 1 1970
 NF1446_MARK LOGO: CGS
 NF1446_PROJECTION: FLUSH
 NF1446_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1446+STABILITY: SURFACE MOTION
 NF1446
 NF1446  HISTORY     - Date     Condition        Report By
 NF1446  HISTORY     - 1970     MONUMENTED       NGS
 NF1446  HISTORY     - 1976     GOOD             NGS
 NF1446  HISTORY     - 1976     GOOD             NGS
 NF1446  HISTORY     - 1980     GOOD             MIDH
 NF1446
 NF1446                          STATION DESCRIPTION
 NF1446
 NF1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1446'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND FENCE ON LINE.
 NF1446'
 NF1446'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF LANSING, 10
 NF1446'MILES SOUTH OF ST. JOHNS, 1-3/4 MILES NORTHWEST OF DEWITT, IN THE
 NF1446'SOUTH 1/2 OF SECTION 31, T 5 N, R 2 W, AND ON LAND OWNED BY
 NF1446'MR. DONALD SEYFRIED.  HIS HOME IS ABOUT 0.35 MILE SOUTHWEST OF
 NF1446'STATION.  PHONE NUMBER (517) 669-9819, DEWITT, MICHIGAN.
 NF1446'
 NF1446'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO NORTH ON
 NF1446'BRIDGE STREET FOR 0.9 MILE TO A T-INTERSECTION.  TURN LEFT, WEST.
 NF1446'FOR 0.15 MILE TO WHERE THE PAVED ROAD TURNS NORTH.  CONTINUE WEST
 NF1446'ON GRAVELED ROAD (CUTLER ROAD) FOR 0.6 MILE TO A CROSSROAD AND
 NF1446'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE ROADS.  CONTINUE WEST
 NF1446'ON CUTLER ROAD FOR 0.35 MILE TO MR. SEYFRIED HOME ON THE RIGHT,
 NF1446'NORTH SIDE OF ROAD.  CONTACT MR. SEYFRIED AS TO THE BEST ROUTE TO
 NF1446'REACH THE STATION AS THIS CAN CHANGE DUE TO CROPS AND PASTURE.
 NF1446'
 NF1446'STATION MARK, A STANDARD REFERENCE MARK DISK, STAMPED DEWITT NO 1
 NF1446'1970, IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1446'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST OF FENCE LINE AND
 NF1446'2 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1446'
 NF1446'DEWITT, STANDARD STATION MARK DISKS STAMPED DEWITT 1970.  THE SURFACE
 NF1446'MARK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24
 NF1446'INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A
 NF1446'METAL WITNESS POST WITH SIGN ATTACHED, 100 FEET SOUTHEAST OF A METAL
 NF1446'WITNESS POST WITH SIGN ATTACHED AND 65 FEET EAST OF A NORTH-SOUTH
 NF1446'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 NF1446'OF CONCRETE 48 INCHES BELOW GROUND SURFACE.
 NF1446'
 NF1446'REFERENCE MARK 2, A STANDARD DISK STAMPED DEWITT NO 2 1970, IS SET
 NF1446'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1446'THE GROUND SURFACE.  IT IS 1 FOOT EAST OF FENCE LINE AND 1 FOOT
 NF1446'EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1446'
 NF1446'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN
 NF1446'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1446'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE
 NF1446'INTERSECTION OF CROSSROAD, 30 FEET NORTH OF THE CENTER OF CUTLER
 NF1446'ROAD, 21.5 FEET WEST OF A FENCE CORNER POST, 1.7 FEET SOUTHWEST
 NF1446'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF
 NF1446'FENCELINE.
 NF1446'
 NF1446'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1446'
 NF1446'NEAREST TOWN--DEWITT.
 NF1446'
 NF1446'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 NF1446
 NF1446                          STATION RECOVERY (1976)
 NF1446
 NF1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1446'RECOVERED IN GOOD CONDITION.
 NF1446
 NF1446                          STATION RECOVERY (1980)
 NF1446
 NF1446'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1446'THE STATION MARK, STAMPED---DEWITT NO 1 1970---WAS FOUND IN GOOD
 NF1446'CONDITION.  REFERENCE MARK 2 WAS IN GOOD CONDITION.  NO MEASUREMENTS
 NF1446'WERE MADE BETWEEN THE STATION AND REFERENCE MARK 2.  THE AZIMUTH MARK
 NF1446'WAS RECOVERED IN GOOD CONDITION.
 NF1446'
 NF1446'CHECK WITH PROPERTY OWNER FOR ACCESS TO STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1439 ***********************************************************************
 NF1439  DESIGNATION -  DEWITT TWP TANK
 NF1439  PID         -  NF1439
 NF1439  STATE/COUNTY-  MI/CLINTON
 NF1439  COUNTRY     -  US
 NF1439  USGS QUAD   -  LANSING NORTH (2017)
 NF1439
 NF1439                         *CURRENT SURVEY CONTROL
 NF1439  ______________________________________________________________________
 NF1439* NAD 83(1994) POSITION- 42 49 13.37308(N) 084 35 05.87166(W)   ADJUSTED
 NF1439  ______________________________________________________________________
 NF1439  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 NF1439  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 NF1439  HORZ ORDER      -  THIRD
 NF1439
 NF1439.The horizontal coordinates were established by classical geodetic methods
 NF1439.and adjusted by the National Geodetic Survey in February 1997.
 NF1439
 NF1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1439.GEOID18 height accuracy estimate available here.
 NF1439
 NF1439.Click photographs - Photos may exist for this station.
 NF1439
 NF1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1439
 NF1439. The following values were computed from the NAD 83(1994) position.
 NF1439
 NF1439;                    North         East     Units Scale Factor Converg.
 NF1439;SPC MI S     -   146,687.541 3,982,149.705   MT  0.99990751   -0 08 54.8
 NF1439;SPC MI S     -   481,258.34 13,064,795.62   iFT  0.99990751   -0 08 54.8
 NF1439;UTM  16      - 4,743,697.692   697,422.530   MT  1.00007952   +1 38 31.3
 NF1439
 NF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9742243697(NAD 83)
 NF1439
 NF1439                          SUPERSEDED SURVEY CONTROL
 NF1439
 NF1439  NAD 83(1986)-  42 49 13.37120(N)    084 35 05.88966(W) AD(       ) 3
 NF1439  NAD 27      -  42 49 13.24630(N)    084 35 05.95612(W) AD(       ) 3
 NF1439
 NF1439.Superseded values are not recommended for survey control.
 NF1439
 NF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1439.See file dsdata.pdf to determine how the superseded data were derived.
 NF1439
 NF1439_MARKER: 53 = ELEVATED TANK
 NF1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1439+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2002
 NF1439
 NF1439  HISTORY     - Date     Condition        Report By
 NF1439  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1439  HISTORY     - 19950504 GOOD             USPSQD
 NF1439  HISTORY     - 20020818 GOOD             GEOCAC
 NF1439
 NF1439                          STATION DESCRIPTION
 NF1439
 NF1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1439'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE DEWITT
 NF1439'TOWNSHIP WATER TANK.  THE TANK HAS A CYLINDRICAL BODY, WITH A DOME
 NF1439'SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS.
 NF1439'IT IS SILVE IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 NF1439'
 NF1439'LOCATED 1.7 MILES SOUTHWEST OF THE CENTER OF DEWITT, 0.15 MILE
 NF1439'SOUTHWEST OF DEWITT HIGH SCHOOL, AND 0.2 MILE EAST OF SHAVEY ROAD.
 NF1439
 NF1439                          STATION RECOVERY (1995)
 NF1439
 NF1439'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1439'RECOVERED IN GOOD CONDITION.
 NF1439
 NF1439                          STATION RECOVERY (2002)
 NF1439
 NF1439'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1439'THE TOWER IS PAINTED BLUE NOW TO MATCH THE HIGH SCHOOL COLOR SCHEME.
 NF1439'EASY ACCESS FROM CLARK RD NOW IF YOU TAKE THE ENTRANCE TO THE NEW HIGH
 NF1439'SCHOOL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1497 ***********************************************************************
 NE1497  DESIGNATION -  DEXTER
 NE1497  PID         -  NE1497
 NE1497  STATE/COUNTY-  MI/WASHTENAW
 NE1497  COUNTRY     -  US
 NE1497  USGS QUAD   -  DEXTER (2017)
 NE1497
 NE1497                         *CURRENT SURVEY CONTROL
 NE1497  ______________________________________________________________________
 NE1497* NAD 83(2011) POSITION- 42 19 58.35167(N) 083 55 55.81464(W)   ADJUSTED
 NE1497* NAD 83(2011) ELLIP HT-   265.146 (meters)        (06/27/12)   ADJUSTED
 NE1497* NAD 83(2011) EPOCH   -  2010.00
 NE1497* NAVD 88 ORTHO HEIGHT -   298.9   (meters)      981.    (feet) GPS OBS
 NE1497  ______________________________________________________________________
 NE1497  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1497  GEOID HEIGHT    -         -33.56 (meters)                     GEOID93
 NE1497  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 NE1497  NAD 83(2011) X  -    499,182.124 (meters)                     COMP
 NE1497  NAD 83(2011) Y  - -4,695,917.103 (meters)                     COMP
 NE1497  NAD 83(2011) Z  -  4,273,187.888 (meters)                     COMP
 NE1497  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 NE1497
 NE1497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1497  Standards:
 NE1497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1497  -------------------------------------------------------------------
 NE1497  NETWORK   16.48  22.54           7.34   5.89  11.50      0.21217223
 NE1497  -------------------------------------------------------------------
 NE1497  Click here for local accuracies and other accuracy information.
 NE1497
 NE1497.The horizontal coordinates were established by GPS observations
 NE1497.and adjusted by the National Geodetic Survey in June 2012.
 NE1497
 NE1497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1497.been affixed to the stable North American tectonic plate. See 
 NE1497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1497
 NE1497.The horizontal coordinates are valid at the epoch date displayed above
 NE1497.which is a decimal equivalence of Year/Month/Day.
 NE1497
 NE1497.The orthometric height was determined by GPS observations and a
 NE1497.high-resolution geoid model.
 NE1497
 NE1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1497.GEOID18 height accuracy estimate available here.
 NE1497
 NE1497.Click photographs - Photos may exist for this station.
 NE1497
 NE1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1497
 NE1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1497
 NE1497.The ellipsoidal height was determined by GPS observations
 NE1497.and is referenced to NAD 83.
 NE1497
 NE1497. The following values were computed from the NAD 83(2011) position.
 NE1497
 NE1497;                    North         East     Units Scale Factor Converg.
 NE1497;SPC MI S     -    92,606.548 4,035,808.253   MT  0.99995300   +0 17 44.5
 NE1497;SPC MI S     -   303,827.26 13,240,840.73   iFT  0.99995300   +0 17 44.5
 NE1497;UTM  17      - 4,690,900.808   258,424.328   MT  1.00031810   -1 58 32.1
 NE1497;UTM  16      - 4,691,295.306   752,753.291   MT  1.00038610   +2 04 01.5
 NE1497
 NE1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1497!SPC MI S     -   0.99995842  x   0.99995300  =   0.99991142
 NE1497!UTM  17      -   0.99995842  x   1.00031810  =   1.00027650
 NE1497!UTM  16      -   0.99995842  x   1.00038610  =   1.00034450
 NE1497
 NE1497:                Primary Azimuth Mark                     Grid Az
 NE1497:SPC MI S     -  DEXTER AZ MK                             287 41 22.9
 NE1497:UTM  17      -  DEXTER AZ MK                             289 57 39.5
 NE1497:UTM  16      -  DEXTER AZ MK                             285 55 05.9
 NE1497
 NE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5842490900(NAD 83)
 NE1497
 NE1497|---------------------------------------------------------------------|
 NE1497| PID    Reference Object                     Distance      Geod. Az  |
 NE1497|                                                           dddmmss.s |
 NE1497| NE1496 N ANN ARBOR BARTON HILLS GC TK      APPROX.13.8 KM 0944034.4 |
 NE1497| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX.17.3 KM 1092231.6 |
 NE1497| CH0978 DEXTER RM 1                          24.695 METERS 13555     |
 NE1497| CH0979 DEXTER RM 2                          38.981 METERS 23927     |
 NE1497| NF1364 CHELSEA MUNICIPAL TANK              APPROX. 7.4 KM 2555631.3 |
 NE1497| NF1363 CHELSEA TOWER BUILDING FINIAL       APPROX. 7.4 KM 2582510.2 |
 NE1497| CH0977 DEXTER AZ MK                                       2875907.4 |
 NE1497|---------------------------------------------------------------------|
 NE1497
 NE1497                          SUPERSEDED SURVEY CONTROL
 NE1497
 NE1497  NAD 83(2007)-  42 19 58.35178(N)    083 55 55.81539(W) AD(2002.00) 0
 NE1497  ELLIP H (02/10/07)  265.165  (m)                       GP(2002.00)    
 NE1497  ELLIP H (07/12/02)  265.196  (m)                       GP(       ) 4 1
 NE1497  NAD 83(1994)-  42 19 58.35091(N)    083 55 55.81367(W) AD(       ) 1
 NE1497  ELLIP H (02/03/97)  265.232  (m)                       GP(       ) 4 1
 NE1497  NAD 83(1986)-  42 19 58.35515(N)    083 55 55.83824(W) AD(       ) 1
 NE1497  NAD 83(1986)-  42 19 58.35333(N)    083 55 55.83662(W) AD(       ) 1
 NE1497  NAD 27      -  42 19 58.22469(N)    083 55 56.03541(W) AD(       ) 1
 NE1497
 NE1497.Superseded values are not recommended for survey control.
 NE1497
 NE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1497.See file dsdata.pdf to determine how the superseded data were derived.
 NE1497
 NE1497_MARKER: DS = TRIANGULATION STATION DISK
 NE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1497_STAMPING: DEXTER 1932
 NE1497_MARK LOGO: CGS
 NE1497_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1497+STABILITY: SURFACE MOTION
 NE1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1497+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1996
 NE1497
 NE1497  HISTORY     - Date     Condition        Report By
 NE1497  HISTORY     - 1932     MONUMENTED       CGS
 NE1497  HISTORY     - 1934     GOOD             CGS
 NE1497  HISTORY     - 1975     GOOD             AHI
 NE1497  HISTORY     - 1976     GOOD             NGS
 NE1497  HISTORY     - 1980     GOOD             MIDH
 NE1497  HISTORY     - 19931101 GOOD             AYLENO
 NE1497  HISTORY     - 19961013 GOOD             OHM
 NE1497
 NE1497                          STATION DESCRIPTION
 NE1497
 NE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1497'ABOUT 10 MILES WEST-NORTHWEST OF ANN ARBOR, 2 MILES WEST OF DEXTER, 2
 NE1497'1/2 MILES EAST OF CHELSEA, ON SOUTH SLOPE OF SOUTHEAST RIM NEAR
 NE1497'HIGHEST PART OF LOCALLY PROMINENT HILL, 26 FEET SOUTHEAST OF SOUTHEAST
 NE1497'EDGE OF GRAVEL PIT, 62 FEET NORTH OF FENCE, AND 20 FEET WEST OF GROUP
 NE1497'OF SMALL OAK TREES.  GRAVEL HAS BEEN DUG FROM UPPER PART OF HILL
 NE1497'FORMING CRATER WHICH IS NOW ABANDONED.
 NE1497'
 NE1497'TO REACH FROM CHELSEA, GO EAST 2 MILES ON GRAVEL ROAD PARALLEL TO
 NE1497'MICHIGAN CENTRAL RAILROAD TO RAILROAD CROSSING AT CEMENT PLANT,
 NE1497'CONTINUE EAST 2 MILES ALONG GRAVEL ROAD TO T-INTERSECTION, PROCEED
 NE1497'NORTH 0.2 MILE ON GRAVEL ROAD, TAKE RIGHT FORK, CONTINUE 0.1 MILE
 NE1497'ALONG OLD SPUR LINE OF RAILROAD TO END OF ROAD, TURN RIGHT, AND GO
 NE1497'AROUND GRAVEL PIT TO STATION SITE.
 NE1497'
 NE1497'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NE1497'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 NE1497'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1497'
 NE1497'NO. 1 PROJECTS 3 INCHES, IS ON SLOPE OF HILL, 1 FOOT NORTH OF FENCE, 8
 NE1497'FEET SOUTHWEST OF GROUP OF SMALL OAK TREES, AND 80.99 FEET (SLOPE)
 NE1497'FROM STATION IN AZIMUTH 315 DEG 55 MIN.
 NE1497'
 NE1497'NO. 2 PROJECTS 3 INCHES, IS ON SLOPE OF HILL, 3 FEET NORTH OF FENCE,
 NE1497'60 FEET WEST OF FENCE CORNER, 12 FEET SOUTH OF RIM OF GRAVEL PIT, AND
 NE1497'127.77 FEET (SLOPE) FROM STATION IN AZIMUTH 59 DEG 27 MIN.
 NE1497'
 NE1497'AZIMUTH MARK IS NORTHWEST CORNER OF PASTURE, 1.5 FEET SOUTH AND 1.5
 NE1497'FEET EAST OF FENCE CORNER, ABOUT 0.1 MILE EAST OF GRAVEL ROAD, 8 FEET
 NE1497'SOUTH OF CENTER LINE OF NARROW DIRT ROAD, 75 FEET SOUTH OF CENTER LINE
 NE1497'OF SOUTH TRACK OF MICHIGAN CENTRAL RAILROAD, AND APPROXIMATELY 0.2
 NE1497'MILE FROM STATION IN AZIMUTH 107 DEG 59 MIN 08 SEC.  AZIMUTH FROM
 NE1497'STATION TO DEXTER CATHOLIC CHURCH SPIRE, DISTANT APPROXIMATELY 4
 NE1497'MILES, IS 263 DEG 41 MIN 53 SEC, AND TO CHELSEA, MUNICIPAL WATER TANK,
 NE1497'DISTANT APPROXIMATELY 4.5 MILES 75 DEG 56 MIN 32 SEC.
 NE1497
 NE1497                          STATION RECOVERY (1975)
 NE1497
 NE1497'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 1975 (PVS)
 NE1497'DEXTER GOOD
 NE1497'
 NE1497'AZIMUTH (107 DEG 59 MIN 08 SEC) FAIR CONCRETE SLIGHTLY DAMAGED
 NE1497
 NE1497                          STATION RECOVERY (1976)
 NE1497
 NE1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NE1497'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AND IN GOOD
 NE1497'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE DISTANCE TO REFERENCE
 NE1497'MARK 1 CHECKED AND THE DISTANCE TO REFERENCE MARK 2 WAS LONGER BY 0.12
 NE1497'FOOT.  DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 NE1497'
 NE1497'THE STATION IS ABOUT 2-1/2 MILES EAST OF CHELSEA, 2 MILES WEST OF
 NE1497'DEXTER AND ON THE SOUTHEAST EDGE OF A GRAVEL PIT ON PROPERTY OF A MR.
 NE1497'COY ADDRESS UNKNOWN.  IT IS 63 FEET NORTH OF A FENCELINE, 28 FEET
 NE1497'SOUTH OF THE NORTHEAST EDGE OF THE GRAVEL PIT AND 21 FEET SOUTHWEST OF
 NE1497'A 16-INCH OAK TREE WITH A SURVEY WITNESS SIGN ATTACHED.  THE MARK
 NE1497'PROJECTS 4-INCHES AND THE DISK IS STAMPED DEXTER 1932.
 NE1497'
 NE1497'REFERENCE MARK 1 IS 9 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE WITH A
 NE1497'SURVEY WITNESS SIGN ATTACHED, 2 FEET NORTH OF THE FENCELINE AND ABOUT
 NE1497'5 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 3 INCHES AND THE
 NE1497'DISK STAMPED DEXTER NO 1 1932.
 NE1497'
 NE1497'REFERENCE MARK 2 IS 46 FEET WEST OF A 14-INCH TWIN TRUNK OAK TREE WITH
 NE1497'A SURVEY WITNESS SIGN ATTACHED, 15 FEET SOUTH OF THE SOUTH EDGE OF
 NE1497'GRAVEL PIT, 15 FEET EAST OF A LONE CEDAR TREE AND 2 FEET NORTH OF THE
 NE1497'FENCELINE.  THE MARK PROJECTS 4-INCHES AND THE DISK STAMPED DEXTER NO
 NE1497'2 1932.
 NE1497'
 NE1497'TO REACH THE STATION FROM DEXTER AT THE INTERSECTION OF DEXTER-PICKNEY
 NE1497'ROADS, DEXTER-CHELSEA ROADS., GO WEST ON DEXTER-CHELSEA ROAD FOR 3.0
 NE1497'MILES TO A CROSSROAD.  TURN RIGHT ON DANCER ROAD AND GO FOR 0.2 MILE
 NE1497'TO 2-GATES ON THE RIGHT.  TAKE THE NORTH ONE OF TWO ROADS EAST FOR 0.2
 NE1497'MILE TO THE NORTHEAST EDGE OF A LARGE HILL AND GRAVEL PIT.  FROM HERE
 NE1497'PACK IN A SOUTHERLY DIRECTION TO THE SOUTHEAST EDGE OF THE GRAVEL PIT
 NE1497'AND STATION AS DESCRIBED.
 NE1497'
 NE1497'AT THIS TIME THERE WAS NO OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK.
 NE1497'THERE WERE TREES AND HEAVY BRUSH ON LINE REFERENCE MARK 1 REFERENCE
 NE1497'MARK 2.
 NE1497'
 NE1497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES EAST OF
 NE1497'CHELSEA.
 NE1497'
 NE1497'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NE1497
 NE1497                          STATION RECOVERY (1980)
 NE1497
 NE1497'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NE1497'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 NE1497'DESCRIBED.  THE DISTANCES ARE SHORTER FROM STATION TO THE REFERENCE
 NE1497'MARKS BECAUSE THEY WERE MEASURED HORIZONTAL.  THE AZIMUTH MARK WAS
 NE1497'FOUND IN FAIR CONDITION AS THE CONCRETE WAS CHIPPED OFF ON 2 CORNERS
 NE1497'OF THE MONUMENT AND A SMALL PIECE OF THE CAP WAS CHIPPED OFF.  THE
 NE1497'PREVIOUS DESCRIPTION IS ADEQUATE.
 NE1497
 NE1497                          STATION RECOVERY (1993)
 NE1497
 NE1497'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1497'RECOVERED AS DESCRIBED.
 NE1497
 NE1497                          STATION RECOVERY (1996)
 NE1497
 NE1497'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 NE1497'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0085 ***********************************************************************
 NF0085  DESIGNATION -  DH
 NF0085  PID         -  NF0085
 NF0085  STATE/COUNTY-  MI/INGHAM
 NF0085  COUNTRY     -  US
 NF0085  USGS QUAD   -  EAST LANSING (2017)
 NF0085
 NF0085                         *CURRENT SURVEY CONTROL
 NF0085  ______________________________________________________________________
 NF0085* NAD 83(1986) POSITION- 42 43 39.     (N) 084 29 41.     (W)   SCALED
 NF0085* NAVD 88 ORTHO HEIGHT -   255.86  (+/-2cm)      839.4   (feet) VERTCON3
 NF0085  ______________________________________________________________________
 NF0085  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 NF0085  VERT ORDER      -  ? (See Below)
 NF0085
 NF0085.The horizontal coordinates were scaled from a map and have
 NF0085.an estimated accuracy of +/- 6 seconds.
 NF0085
 NF0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0085
 NF0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0085.GEOID18 height accuracy estimate available here.
 NF0085
 NF0085.The vertical order pertains to the NGVD 29 superseded value.
 NF0085
 NF0085.Click photographs - Photos may exist for this station.
 NF0085
 NF0085;                    North         East    Units  Estimated Accuracy
 NF0085;SPC MI S     -   136,360.    3,989,510.      MT  (+/- 180 meters Scaled)
 NF0085
 NF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051335(NAD 83)
 NF0085
 NF0085                          SUPERSEDED SURVEY CONTROL
 NF0085
 NF0085  NGVD 29 (??/??/92)  255.998  (m)          839.89   (f) ADJ UNCH       
 NF0085
 NF0085.Superseded values are not recommended for survey control.
 NF0085
 NF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0085.See file dsdata.pdf to determine how the superseded data were derived.
 NF0085
 NF0085_MARKER: Q = CHISELED SQUARE
 NF0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0085_SP_SET: COPING
 NF0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0085
 NF0085  HISTORY     - Date     Condition        Report By
 NF0085  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0085  HISTORY     - 1932     GOOD             MISCOL
 NF0085  HISTORY     - 1978     POOR             NGS
 NF0085
 NF0085                          STATION DESCRIPTION
 NF0085
 NF0085'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0085'AT EAST LANSING.
 NF0085'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0085'FARM, AT DEMONSTRATION HALL, ON THE EAST WING OF THE FRONT
 NF0085'STEPS, AND ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 NF0085'COPING.  A CHISELED SQUARE.
 NF0085
 NF0085                          STATION RECOVERY (1978)
 NF0085
 NF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0085'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0757 ***********************************************************************
 NF0757  DESIGNATION -  DIAS 2
 NF0757  PID         -  NF0757
 NF0757  STATE/COUNTY-  MI/KENT
 NF0757  COUNTRY     -  US
 NF0757  USGS QUAD   -  CUTLERVILLE (2017)
 NF0757
 NF0757                         *CURRENT SURVEY CONTROL
 NF0757  ______________________________________________________________________
 NF0757* NAD 83(1994) POSITION- 42 47 47.31736(N) 085 39 00.19668(W)   ADJUSTED
 NF0757* NAVD 88 ORTHO HEIGHT -   315.925 (meters)     1036.50  (feet) ADJUSTED
 NF0757  ______________________________________________________________________
 NF0757  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 NF0757  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 NF0757  DYNAMIC HEIGHT  -        315.839 (meters)     1036.22  (feet) COMP
 NF0757  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 NF0757
 NF0757  HORZ ORDER      -  FIRST
 NF0757  VERT ORDER      -  FIRST     CLASS II
 NF0757
 NF0757.The horizontal coordinates were established by classical geodetic methods
 NF0757.and adjusted by the National Geodetic Survey in February 1997.
 NF0757
 NF0757.The orthometric height was determined by differential leveling and
 NF0757.adjusted by the NATIONAL GEODETIC SURVEY
 NF0757.in October 2009.
 NF0757
 NF0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0757.GEOID18 height accuracy estimate available here.
 NF0757
 NF0757.Click photographs - Photos may exist for this station.
 NF0757
 NF0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0757
 NF0757.The dynamic height is computed by dividing the NAVD 88
 NF0757.geopotential number by the normal gravity value computed on the
 NF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0757.degrees latitude (g = 980.6199 gals.).
 NF0757
 NF0757.The modeled gravity was interpolated from observed gravity values.
 NF0757
 NF0757. The following values were computed from the NAD 83(1994) position.
 NF0757
 NF0757;                    North         East     Units Scale Factor Converg.
 NF0757;SPC MI S     -   144,809.273 3,895,020.290   MT  0.99990807   -0 52 24.2
 NF0757;SPC MI S     -   475,096.04 12,778,937.96   iFT  0.99990807   -0 52 24.2
 NF0757;UTM  16      - 4,739,097.967   610,395.090   MT  0.99974993   +0 55 02.1
 NF0757
 NF0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0757!SPC MI S     -   0.99995572  x   0.99990807  =   0.99986379
 NF0757!UTM  16      -   0.99995572  x   0.99974993  =   0.99970566
 NF0757
 NF0757:                Primary Azimuth Mark                     Grid Az
 NF0757:SPC MI S     -  DUTTON                                   065 31 05.4
 NF0757:UTM  16      -  DUTTON                                   063 43 39.1
 NF0757
 NF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1039539097(NAD 83)
 NF0757
 NF0757|---------------------------------------------------------------------|
 NF0757| PID    Reference Object                     Distance      Geod. Az  |
 NF0757|                                                           dddmmss.s |
 NF0757| NF1643 BYRON CTR DARLING TRUCK MAST         20.882 METERS 00150     |
 NF0757| NF1640 AIRPORT BCN KENT CO APT             APPROX.13.8 KM 0451701.4 |
 NF0757| NF1641 DUTTON                              APPROX. 9.5 KM 0643841.2 |
 NF0757| NF0760 DIAS 2 RM 4                          12.353 METERS 08636     |
 NF0757| NF1648 MIDDLEVILLE TV STA WOOD MAST        APPROX.16.7 KM 1362809.2 |
 NF0757| NF1642 BYRON CTR BELL TEL MICROWAVE        295.407 METERS 27831     |
 NF0757| NF0758 DIAS RM 2                           347.266 METERS 28335     |
 NF0757| NF0759 DIAS 2 RM 3                          18.091 METERS 35241     |
 NF0757|---------------------------------------------------------------------|
 NF0757
 NF0757                          SUPERSEDED SURVEY CONTROL
 NF0757
 NF0757  NAD 83(1986)-  42 47 47.31712(N)    085 39 00.21044(W) AD(       ) 1
 NF0757  NAD 27      -  42 47 47.20640(N)    085 39 00.12231(W) AD(       ) 1
 NF0757  NAVD 88 (02/05/16)  315.930  (m)         1036.51   (f) SUPERSEDED  3 0
 NF0757  NGVD 29             316.07   (m)         1037.0    (f) LEVELING    3  
 NF0757
 NF0757.Superseded values are not recommended for survey control.
 NF0757
 NF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0757.See file dsdata.pdf to determine how the superseded data were derived.
 NF0757
 NF0757_MARKER: DS = TRIANGULATION STATION DISK
 NF0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0757_STAMPING: DIAS 2 1969
 NF0757_MARK LOGO: CGS
 NF0757_PROJECTION: PROJECTING 13 CENTIMETERS
 NF0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0757+STABILITY: SURFACE MOTION
 NF0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0757+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0757
 NF0757  HISTORY     - Date     Condition        Report By
 NF0757  HISTORY     - 1969     MONUMENTED       CGS
 NF0757  HISTORY     - 1969     GOOD             CGS
 NF0757  HISTORY     - 1980     GOOD             MIDH
 NF0757  HISTORY     - 1984     GOOD             NGS
 NF0757  HISTORY     - 19840223 GOOD             NGS
 NF0757  HISTORY     - 19950917 GOOD             USPSQD
 NF0757  HISTORY     - 20030924 GOOD             INDIV
 NF0757  HISTORY     - 20070924 GOOD             GEOCAC
 NF0757  HISTORY     - 20080506 GOOD             COLEM
 NF0757
 NF0757                          STATION DESCRIPTION
 NF0757
 NF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0757'NO MEASUREMENTS BETWEEN THE RMS DUE TO A BUILDING ON LINE.
 NF0757'
 NF0757'THE STATION IS LOCATED NEAR THE NORTH CENTER OF SECTION 30, T. 5 N.,
 NF0757'R. 11 W., ON A HILL LOCALLY KNOWN AS DIAS HILL AND ON PROPERTY OWNED
 NF0757'BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS, MICHIGAN.  IT IS
 NF0757'LOCATED ABOUT 12 MILES SOUTH OF THE CENTER OF GRAND RAPIDS, 6-1/2
 NF0757'MILES WEST-NORTHWEST OF CALEDONIA AND 1/2 MILE EAST OF U.S. HIGHWAY
 NF0757'131.
 NF0757'
 NF0757'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0757'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF0757'SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0757'JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH ON
 NF0757'KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON
 NF0757'92ND STREET SE FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).  CONTINUE
 NF0757'WEST ON 92ND STREET SE FOR 0.3 MILE TO A SIDE ROAD LEFT. *TURN LEFT
 NF0757'AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A RADIO MAST AND THE
 NF0757'STATION.
 NF0757'
 NF0757'THE STATION MARK IS A STANDARD DISK STAMPED DIAS 2 1969, SET IN THE
 NF0757'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 NF0757'ABOVE THE GROUND.  IT IS 88.4 FEET WEST OF THE WEST EDGE OF A
 NF0757'BUILDING, 61 FEET SOUTH OF THE SOUTHWEST LEG OF THE RADIO MAST AND 3.6
 NF0757'FEET SOUTHWEST OF A METAL WITNESS POST.
 NF0757'
 NF0757'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIAS 2 NO 3 1969, CEMENTED
 NF0757'IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF
 NF0757'THE RADIO MAST.
 NF0757'
 NF0757'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIAS 2 NO 4 1969, SET IN
 NF0757'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF0757'INCHES ABOVE THE GROUND.  IT IS 69 FEET SOUTHWEST OF TELEPHONE POLE
 NF0757'NUMBER 27135, 48 FEET WEST OF THE WEST EDGE OF THE BUILDING AND 39
 NF0757'FEET EAST OF THE METAL WITNESS POST.
 NF0757'
 NF0757'REFERENCE MARK WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 NF0757'REFERENCE DISK STAMPED DIAS NO 2 1931, SET IN THE TOP OF A 12-INCH
 NF0757'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 NF0757'IS 25 FEET NORTH OF THE CENTER OF 92ND STREET SE, 5 FEET SOUTH OF A
 NF0757'FENCE CORNER, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1
 NF0757'FOOT NORTH OF TELEPHONE POLE NUMBER 42-30.
 NF0757'
 NF0757'*TO REACH REFERENCE MARK 2 FROM THIS POINT, GO WEST ON 92ND STREET SE
 NF0757'FOR 0.15 MILE TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON THE
 NF0757'RIGHT.
 NF0757'
 NF0757'HEIGHT OF LIGHT ABOVE STATION MARK - 1.9 METERS.
 NF0757
 NF0757                          STATION RECOVERY (1969)
 NF0757
 NF0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF0757'2 MI NE FROM ROSS.
 NF0757'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0757'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0757'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN LEFT AND
 NF0757'GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT
 NF0757'AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 NF0757'LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD
 NF0757'(EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.3 MILE TO
 NF0757'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05
 NF0757'MILE TO A RADIO MAST AND THE MARK.  IT IS 88.4 FEET WEST OF THE
 NF0757'WEST EDGE OF A BUILDING, 61 FEET SOUTH OF THE SOUTHWEST LEG OF
 NF0757'THE RADIO MAST AND 3.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 NF0757'A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A
 NF0757'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 NF0757'ABOVE THE GROUND.
 NF0757
 NF0757                          STATION RECOVERY (1980)
 NF0757
 NF0757'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF0757'THE STATION STAMPED---DIAS 2 1969---AND REFERENCE MARKS 3 AND 4 WERE
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757'
 NF0757'REFERENCE MARK 2 STAMPED---DIAS NO 2 1931---WHICH WAS USED AS THE
 NF0757'AZIMUTH, WAS RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (1984)
 NF0757
 NF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (1984)
 NF0757
 NF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0757'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0757'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0757'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0757'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0757'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST FROM
 NF0757'U.S. HIGHWAY 131.
 NF0757'
 NF0757'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0757'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0757'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0757'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0757'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0757'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0757'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0757'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0757'AS DESCRIBED.
 NF0757'
 NF0757'STATION PROJECT 5 INCHES ABOVE THE GROUND.  IT IS 26.94 M (88.39 FT)
 NF0757'WEST FROM THE WEST EDGE OF A BUILDING, 18.59 M (60.99 FT) SOUTH FROM
 NF0757'THE SOUTHWEST LEG OF THE RADIO MAST AND 1.10 M (3.61 FT) SOUTHWEST OF
 NF0757'A MWP.
 NF0757'
 NF0757'A TRAVERSE CONNECTION WAS MADE TO DIAS NO 2 1931 USING ELECTRONIC
 NF0757'DISTANCE MEASURING EQUIPMENT.  HEIGHT OF TARGET SHOWN ABOVE THE MARK
 NF0757'WAS 1.5 METERS.  RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC
 NF0757'ADVISOR-MICHIGAN.
 NF0757
 NF0757                          STATION RECOVERY (1995)
 NF0757
 NF0757'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (2003)
 NF0757
 NF0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0757'WITNESSES TO MARK -N 1/4 COR. SEC. 30, T5N, R11W N76D39M26SW 1134.58'
 NF0757'(345.82 M) REF. MARK NNW 59.4' (18.1 M)  REF. MARK EAST 40.6' (12.4 M)
 NF0757'SE COR. BLDG. NORTH 60.2' (18.3 M) SW COR. BLDG. EAST 89.4' (27.2 M)
 NF0757'FENCE CORNER ESE 101.0' (30.8 M).
 NF0757
 NF0757                          STATION RECOVERY (2007)
 NF0757
 NF0757'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (2008)
 NF0757
 NF0757'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0757'RECOVERED AS DESCRIBED.
 NF0757'
 NF0757'NOTE-- THIS STATION IS NO LONGER SUITABLE FOR GPS OBSERVATIONS DUE TO
 NF0757'TOWERS NORTH, EAST AND WEST OF THE STATION EXTENDING TO 70 DEGREES
 NF0757'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0759 ***********************************************************************
 NF0759  DESIGNATION -  DIAS 2 RM 3
 NF0759  PID         -  NF0759
 NF0759  STATE/COUNTY-  MI/KENT
 NF0759  COUNTRY     -  US
 NF0759  USGS QUAD   -  CUTLERVILLE (2017)
 NF0759
 NF0759                         *CURRENT SURVEY CONTROL
 NF0759  ______________________________________________________________________
 NF0759* NAD 83(1986) POSITION- 42 47 47.90   (N) 085 39 00.30   (W)   HD_HELD1
 NF0759* NAVD 88 ORTHO HEIGHT -   317.191 (meters)     1040.65  (feet) ADJUSTED
 NF0759  ______________________________________________________________________
 NF0759  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 NF0759  DYNAMIC HEIGHT  -        317.105 (meters)     1040.37  (feet) COMP
 NF0759  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 NF0759
 NF0759  VERT ORDER      -  FIRST     CLASS II
 NF0759
 NF0759.The horizontal coordinates were determined by differentially corrected
 NF0759.hand held GPS observations or other comparable positioning techniques
 NF0759.and have an estimated accuracy of +/- 3 meters.
 NF0759
 NF0759.The orthometric height was determined by differential leveling and
 NF0759.adjusted by the NATIONAL GEODETIC SURVEY
 NF0759.in October 2009.
 NF0759
 NF0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0759.GEOID18 height accuracy estimate available here.
 NF0759
 NF0759.Click photographs - Photos may exist for this station.
 NF0759
 NF0759.The dynamic height is computed by dividing the NAVD 88
 NF0759.geopotential number by the normal gravity value computed on the
 NF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0759.degrees latitude (g = 980.6199 gals.).
 NF0759
 NF0759.The modeled gravity was interpolated from observed gravity values.
 NF0759
 NF0759;                    North         East    Units  Estimated Accuracy
 NF0759;SPC MI S     -   144,827.3   3,895,018.2     MT  (+/- 3 meters HH1 GPS) 
 NF0759
 NF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1039239115(NAD 83)
 NF0759
 NF0759                          SUPERSEDED SURVEY CONTROL
 NF0759
 NF0759  NGVD 29 (??/??/??)  317.33   (m)         1041.1    (f) RESET       3  
 NF0759
 NF0759.Superseded values are not recommended for survey control.
 NF0759
 NF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0759.See file dsdata.pdf to determine how the superseded data were derived.
 NF0759
 NF0759_MARKER: DR = REFERENCE MARK DISK
 NF0759_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NF0759+WITH SETTING: PAVEMENT
 NF0759_SP_SET: TOWER FOUNDATION
 NF0759_STAMPING: DIAS 2 NO 3 1969
 NF0759_MARK LOGO: CGS
 NF0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0759+STABILITY: SURFACE MOTION
 NF0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0759+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0759
 NF0759  HISTORY     - Date     Condition        Report By
 NF0759  HISTORY     - 1969     MONUMENTED       CGS
 NF0759  HISTORY     - 1984     GOOD             NGS
 NF0759  HISTORY     - 19840223 GOOD             NGS
 NF0759  HISTORY     - 19950917 GOOD             USPSQD
 NF0759  HISTORY     - 20030321 GOOD             USPSQD
 NF0759  HISTORY     - 20070924 GOOD             GEOCAC
 NF0759  HISTORY     - 20080506 GOOD             COLEM
 NF0759
 NF0759                          STATION DESCRIPTION
 NF0759
 NF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0759'2 MI NE FROM ROSS.
 NF0759'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0759'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0759'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT
 NF0759'AND GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN
 NF0759'RIGHT AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD
 NF0759'LEFT.  TURN LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A
 NF0759'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.3
 NF0759'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 NF0759'FOR 0.05 MILE TO A RADIO MAST AND THE MARK.  IT IS A STANDARD
 NF0759'REFERENCE MARK DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 NF0759'FOUNDATION FOR THE SOUTHWEST LEG OF THE RADIO MAST.
 NF0759
 NF0759                          STATION RECOVERY (1984)
 NF0759
 NF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (1984)
 NF0759
 NF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0759'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0759'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0759'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0759'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0759'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST
 NF0759'FROM U.S. HIGHWAY 131.
 NF0759'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0759'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0759'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0759'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0759'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0759'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0759'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0759'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0759'AS DESCRIBED.
 NF0759'REFERENCE MARK 3 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 NF0759'FOUNDATION FOR THE SOUTHWEST LEG OF THE RADIO MAST.  IT IS 18.091 M
 NF0759'(59.354 FT) NORTH FROM STATION DIAS 2 1969.
 NF0759'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0759
 NF0759                          STATION RECOVERY (1995)
 NF0759
 NF0759'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (2003)
 NF0759
 NF0759'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (2007)
 NF0759
 NF0759'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (2008)
 NF0759
 NF0759'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0760 ***********************************************************************
 NF0760  DESIGNATION -  DIAS 2 RM 4
 NF0760  PID         -  NF0760
 NF0760  STATE/COUNTY-  MI/KENT
 NF0760  COUNTRY     -  US
 NF0760  USGS QUAD   -  CUTLERVILLE (2017)
 NF0760
 NF0760                         *CURRENT SURVEY CONTROL
 NF0760  ______________________________________________________________________
 NF0760* NAD 83(1986) POSITION- 42 47 47.34   (N) 085 38 59.65   (W)   HD_HELD1
 NF0760* NAVD 88 ORTHO HEIGHT -   315.14  (+/-2cm)     1033.9   (feet) VERTCON3
 NF0760  ______________________________________________________________________
 NF0760  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 NF0760  VERT ORDER      -  THIRD (See Below)
 NF0760
 NF0760.The horizontal coordinates were determined by differentially corrected
 NF0760.hand held GPS observations or other comparable positioning techniques
 NF0760.and have an estimated accuracy of +/- 3 meters.
 NF0760
 NF0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0760
 NF0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0760.GEOID18 height accuracy estimate available here.
 NF0760
 NF0760.The vertical order pertains to the NGVD 29 superseded value.
 NF0760
 NF0760.Click photographs - Photos may exist for this station.
 NF0760
 NF0760;                    North         East    Units  Estimated Accuracy
 NF0760;SPC MI S     -   144,809.8   3,895,032.7     MT  (+/- 3 meters HH1 GPS) 
 NF0760
 NF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1040739098(NAD 83)
 NF0760
 NF0760                          SUPERSEDED SURVEY CONTROL
 NF0760
 NF0760  NGVD 29 (??/??/??)  315.28   (m)         1034.4    (f) RESET       3  
 NF0760
 NF0760.Superseded values are not recommended for survey control.
 NF0760
 NF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0760.See file dsdata.pdf to determine how the superseded data were derived.
 NF0760
 NF0760_MARKER: DR = REFERENCE MARK DISK
 NF0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0760_STAMPING: DIAS 2 NO 4 1969
 NF0760_MARK LOGO: CGS
 NF0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0760+STABILITY: SURFACE MOTION
 NF0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0760+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1984
 NF0760
 NF0760  HISTORY     - Date     Condition        Report By
 NF0760  HISTORY     - 1969     MONUMENTED       CGS
 NF0760  HISTORY     - 1984     GOOD             NGS
 NF0760  HISTORY     - 19840223 GOOD             NGS
 NF0760  HISTORY     - 19950917 GOOD             USPSQD
 NF0760  HISTORY     - 20030321 GOOD             USPSQD
 NF0760  HISTORY     - 20070924 GOOD             GEOCAC
 NF0760
 NF0760                          STATION DESCRIPTION
 NF0760
 NF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0760'2 MI NE FROM ROSS.
 NF0760'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0760'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0760'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT AND
 NF0760'GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT
 NF0760'AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 NF0760'LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD.
 NF0760'(EASTERN SE) CONTINUE WEST ON 92ND STREET SE FOR 0.3 MILE TO A
 NF0760'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05
 NF0760'MILE TO THE MARK.  IT IS 69 FEET SOUTHWEST OF TELEPHONE POLE
 NF0760'NUMBER 27135, 48 FEET WEST OF THE WEST EDGE OF A BUILDING AND
 NF0760'39 FEET EAST OF A METAL WITNESS POST.  A STANDARD REFERENCE MARK
 NF0760'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF0760'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0760
 NF0760                          STATION RECOVERY (1984)
 NF0760
 NF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0760'RECOVERED IN GOOD CONDITION.
 NF0760
 NF0760                          STATION RECOVERY (1984)
 NF0760
 NF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0760'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0760'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0760'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0760'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0760'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST
 NF0760'FROM U.S. HIGHWAY 131.
 NF0760'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0760'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0760'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0760'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0760'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0760'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0760'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0760'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0760'AS DESCRIBED.
 NF0760'REFERENCE MARK 4 PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 21.03 M
 NF0760'(69.00 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 27135, 14.63 M
 NF0760'(48.00 FT) WEST FROM THE WEST EDGE OF A BUILDING, 12.353 M
 NF0760'(40.528 FT) EAST FROM STATION DIAS 2 1969 AND 11.9 M (39.0 FT) EAST
 NF0760'FROM A MWP.
 NF0760'RECOVEREDY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0760
 NF0760                          STATION RECOVERY (1995)
 NF0760
 NF0760'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0760'RECOVERED IN GOOD CONDITION.
 NF0760
 NF0760                          STATION RECOVERY (2003)
 NF0760
 NF0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF0760'RECOVERED IN GOOD CONDITION.
 NF0760
 NF0760                          STATION RECOVERY (2007)
 NF0760
 NF0760'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0758 ***********************************************************************
 NF0758  DESIGNATION -  DIAS RM 2
 NF0758  PID         -  NF0758
 NF0758  STATE/COUNTY-  MI/KENT
 NF0758  COUNTRY     -  US
 NF0758  USGS QUAD   -  CUTLERVILLE (2017)
 NF0758
 NF0758                         *CURRENT SURVEY CONTROL
 NF0758  ______________________________________________________________________
 NF0758* NAD 83(1994) POSITION- 42 47 49.95956(N) 085 39 15.05093(W)   NO CHECK
 NF0758* NAVD 88 ORTHO HEIGHT -   306.543 (meters)     1005.72  (feet) ADJUSTED
 NF0758  ______________________________________________________________________
 NF0758  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 NF0758  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 NF0758  DYNAMIC HEIGHT  -        306.460 (meters)     1005.44  (feet) COMP
 NF0758  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 NF0758
 NF0758  HORZ ORDER      -  THIRD
 NF0758  VERT ORDER      -  FIRST     CLASS II
 NF0758
 NF0758.The horizontal coordinates were established by classical geodetic methods
 NF0758.and adjusted by the National Geodetic Survey in February 1997.
 NF0758
 NF0758.No horizontal observational check was made to the station.
 NF0758
 NF0758.The orthometric height was determined by differential leveling and
 NF0758.adjusted by the NATIONAL GEODETIC SURVEY
 NF0758.in June 1991.
 NF0758
 NF0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0758.GEOID18 height accuracy estimate available here.
 NF0758
 NF0758.Click photographs - Photos may exist for this station.
 NF0758
 NF0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0758
 NF0758.The dynamic height is computed by dividing the NAVD 88
 NF0758.geopotential number by the normal gravity value computed on the
 NF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0758.degrees latitude (g = 980.6199 gals.).
 NF0758
 NF0758.The modeled gravity was interpolated from observed gravity values.
 NF0758
 NF0758. The following values were computed from the NAD 83(1994) position.
 NF0758
 NF0758;                    North         East     Units Scale Factor Converg.
 NF0758;SPC MI S     -   144,895.942 3,894,684.045   MT  0.99990805   -0 52 34.3
 NF0758;SPC MI S     -   475,380.39 12,777,834.79   iFT  0.99990805   -0 52 34.3
 NF0758;UTM  16      - 4,739,174.075   610,056.356   MT  0.99974901   +0 54 52.0
 NF0758
 NF0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0758!SPC MI S     -   0.99995719  x   0.99990805  =   0.99986524
 NF0758!UTM  16      -   0.99995719  x   0.99974901  =   0.99970621
 NF0758
 NF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1005639174(NAD 83)
 NF0758
 NF0758                          SUPERSEDED SURVEY CONTROL
 NF0758
 NF0758  NAD 83(1986)-  42 47 49.95769(N)    085 39 15.05952(W) AD(       ) 3
 NF0758  NGVD 29 (??/??/92)  306.680  (m)         1006.17   (f) ADJ UNCH    2 0
 NF0758  NGVD 29             306.68   (m)         1006.2    (f) LEVELING    3  
 NF0758
 NF0758.Superseded values are not recommended for survey control.
 NF0758
 NF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0758.See file dsdata.pdf to determine how the superseded data were derived.
 NF0758
 NF0758_MARKER: DR = REFERENCE MARK DISK
 NF0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0758_STAMPING: DIAS NO 2 1931
 NF0758_MARK LOGO: CGS
 NF0758_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0758+STABILITY: SURFACE MOTION
 NF0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0758+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 NF0758
 NF0758  HISTORY     - Date     Condition        Report By
 NF0758  HISTORY     - 1931     MONUMENTED       CGS
 NF0758  HISTORY     - 1969     GOOD             CGS
 NF0758  HISTORY     - 1984     GOOD             NGS
 NF0758  HISTORY     - 19840223 GOOD             NGS
 NF0758  HISTORY     - 19950917 GOOD             USPSQD
 NF0758  HISTORY     - 20070924 GOOD             GEOCAC
 NF0758  HISTORY     - 20080506 GOOD             COLEM
 NF0758
 NF0758                          STATION DESCRIPTION
 NF0758
 NF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0758'1.8 MI NE FROM ROSS.
 NF0758'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST
 NF0758'ON MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO
 NF0758'SOUTH ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN
 NF0758'RIGHT AND GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.
 NF0758'TURN RIGHT AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD
 NF0758'LEFT.  TURN LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A
 NF0758'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR
 NF0758'0.45 MILE TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON
 NF0758'THE RIGHT.  IT IS 25 FEET NORTH OF THE CENTER OF 92ND STREET
 NF0758'SE, 5 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH-NORTHEAST OF A
 NF0758'METAL WITNESS POST AND 1 FOOT NORTH OF TELEPHONE POLE NUMBER
 NF0758'42-30.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 NF0758'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 NF0758'ABOVE THE GROUND.
 NF0758
 NF0758                          STATION RECOVERY (1984)
 NF0758
 NF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0758'RECOVERED IN GOOD CONDITION.
 NF0758
 NF0758                          STATION RECOVERY (1984)
 NF0758
 NF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0758'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SEC. 30 T
 NF0758'5 N, R 11 W, ON A HILL LOCALLY KNOWN AS DIAS HILL AND ON HIGHWAY
 NF0758'RIGHT-OF-WAY PROPERTY.  IT IS ABOUT 19.3 KM (12.0 MI) SOUTH FROM THE
 NF0758'CENTER OF GRAND RAPIDS, 10.5 KM (6.5 MI) WEST-NORTHWEST OF CALEDONIA
 NF0758'AND 0.8 KM (0.5 MI) EAST FROM U.S. HIGHWAY 131.
 NF0758'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0758'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF0758'SCHOOL AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST
 NF0758'ON JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND
 NF0758'GO NORTH ON KRAFT STREET SE FOR 0.97 KM (0.60 MI) TO A SIDEROAD LEFT.
 NF0758'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0758'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.72 KM
 NF0758'(0.45 MI) TO THE MARK ON RIGHT AND A MICROWAVE TOWER ON THE LEFT.
 NF0758'STATION PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.620 M
 NF0758'(25.000 FT) NORTH FROM THE CENTER OF 92ND STREET SE, 1.524 M
 NF0758'(5.000 FT) SOUTH OF AND OLD FENCE CORNER, 0.609 M (1.998 FT)
 NF0758'NORTH-NORTHEAST OF A MPW AND 0.914 M (2.999 FT) NORTHWEST FROM A
 NF0758'UTILITY POLE NUMBER 387.
 NF0758'A TRAVERSE CONNECTION WAS MADE TO STATION DIAS 2 1969 USING ELECTRONIC
 NF0758'DISTANCE MEASURING EQUIPMENT.
 NF0758'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF0758'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0758
 NF0758                          STATION RECOVERY (1995)
 NF0758
 NF0758'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0758'RECOVERED IN GOOD CONDITION.
 NF0758
 NF0758                          STATION RECOVERY (2007)
 NF0758
 NF0758'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0758'RECOVERED IN GOOD CONDITION.
 NF0758
 NF0758                          STATION RECOVERY (2008)
 NF0758
 NF0758'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0758'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0556 ***********************************************************************
 RK0556  DESIGNATION -  DICK
 RK0556  PID         -  RK0556
 RK0556  STATE/COUNTY-  MI/DICKINSON
 RK0556  COUNTRY     -  US
 RK0556  USGS QUAD   -  ALFRED (2017)
 RK0556
 RK0556                         *CURRENT SURVEY CONTROL
 RK0556  ______________________________________________________________________
 RK0556* NAD 83(1994) POSITION- 46 00 02.08135(N) 087 37 40.90748(W)   ADJUSTED
 RK0556* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 RK0556  ______________________________________________________________________
 RK0556  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 RK0556  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 RK0556  HORZ ORDER      -  FIRST
 RK0556
 RK0556.The horizontal coordinates were established by classical geodetic methods
 RK0556.and adjusted by the National Geodetic Survey in February 1997.
 RK0556
 RK0556.The orthometric height was scaled from a topographic map.
 RK0556
 RK0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0556.GEOID18 height accuracy estimate available here.
 RK0556
 RK0556.Click photographs - Photos may exist for this station.
 RK0556
 RK0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0556
 RK0556. The following values were computed from the NAD 83(1994) position.
 RK0556
 RK0556;                    North         East     Units Scale Factor Converg.
 RK0556;SPC MI N     -   135,482.253 7,951,355.880   MT  0.99991512   -0 27 14.2
 RK0556;SPC MI N     -   444,495.58 26,087,125.59   iFT  0.99991512   -0 27 14.2
 RK0556;UTM  16      - 5,094,303.451   451,370.734   MT  0.99962907   -0 27 06.4
 RK0556
 RK0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0556!SPC MI N     -   0.99994942  x   0.99991512  =   0.99986454
 RK0556!UTM  16      -   0.99994942  x   0.99962907  =   0.99957851
 RK0556
 RK0556:                Primary Azimuth Mark                     Grid Az
 RK0556:SPC MI N     -  DICK AZ MK                               268 54 00.8
 RK0556:UTM  16      -  DICK AZ MK                               268 53 53.0
 RK0556
 RK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5137094303(NAD 83)
 RK0556
 RK0556|---------------------------------------------------------------------|
 RK0556| PID    Reference Object                     Distance      Geod. Az  |
 RK0556|                                                           dddmmss.s |
 RK0556| CJ2436 DICK RM 1                            27.417 METERS 12415     |
 RK0556| CJ2437 DICK RM 2                            26.723 METERS 23214     |
 RK0556| CJ2435 DICK AZ MK                                         2682646.6 |
 RK0556|---------------------------------------------------------------------|
 RK0556
 RK0556                          SUPERSEDED SURVEY CONTROL
 RK0556
 RK0556  NAD 83(1986)-  46 00 02.07893(N)    087 37 40.90318(W) AD(       ) 1
 RK0556  NAD 27      -  46 00 02.24200(N)    087 37 40.42400(W) AD(       ) 1
 RK0556
 RK0556.Superseded values are not recommended for survey control.
 RK0556
 RK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0556.See file dsdata.pdf to determine how the superseded data were derived.
 RK0556
 RK0556_MARKER: DS = TRIANGULATION STATION DISK
 RK0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0556_STAMPING: DICK 1954
 RK0556_MARK LOGO: CGS
 RK0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0556+STABILITY: SURFACE MOTION
 RK0556
 RK0556  HISTORY     - Date     Condition        Report By
 RK0556  HISTORY     - 1954     MONUMENTED       CGS
 RK0556
 RK0556                          STATION DESCRIPTION
 RK0556
 RK0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0556'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ARNOLD AND 4 MILES
 RK0556'NORTHEAST OF HARDWOOD.  IT IS 127 FEET WEST OF THE EAST END OF A
 RK0556'GRAVEL ROAD, 33 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 13
 RK0556'FEET WEST OF A TRIANGLE BLAZED CHESNUT TREE AND 5 FEET SOUTH OF A
 RK0556'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RK0556'STAMPED DICK 1954.
 RK0556'
 RK0556'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE CENTER OF THE GRAVEL
 RK0556'ROAD AND 11 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 RK0556'THE DISK IS STAMPED DICK NO 1 1954.
 RK0556'
 RK0556'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF THE ROAD,
 RK0556'9 FEET NORTH OF A FENCE AND PROJECTS 12 INCHES.  THE DISK IS STAMPED
 RK0556'DICK NO 2 1954.
 RK0556'
 RK0556'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET NORTH
 RK0556'OF A FENCE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 RK0556'
 RK0556'TO REACH THE STATION FROM THE SCHOOL HOUSE IN HARDWOOD, JUST WEST OF
 RK0556'THE RAILROAD TRACKS, GO NORTH AND EAST ON A GRAVEL ROAD FOR 2.1
 RK0556'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.7 MILE TO A
 RK0556'FORK, TAKE THE RIGHT FORK AND GO NORTH AND EAST ON THE MAIN
 RK0556'TRAVELED ROAD FOR 1.65 MILES TO A T INTERSECTION, TURN RIGHT AND
 RK0556'GO EAST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 RK0556'FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RK0556'
 RK0556'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5446 ***********************************************************************
 AH5446  DESIGNATION -  DICK
 AH5446  PID         -  AH5446
 AH5446  STATE/COUNTY-  MI/CHIPPEWA
 AH5446  COUNTRY     -  US
 AH5446  USGS QUAD   -  LIME ISLAND (2017)
 AH5446
 AH5446                         *CURRENT SURVEY CONTROL
 AH5446  ______________________________________________________________________
 AH5446* NAD 83(1994) POSITION- 46 02 19.41387(N) 083 56 09.81212(W)   ADJUSTED
 AH5446* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 AH5446  ______________________________________________________________________
 AH5446  GEOID HEIGHT    -        -36.756 (meters)                     GEOID18
 AH5446  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 AH5446  HORZ ORDER      -  THIRD
 AH5446
 AH5446.The horizontal coordinates were established by classical geodetic methods
 AH5446.and adjusted by the National Geodetic Survey in November 1998.
 AH5446
 AH5446.The orthometric height was scaled from a topographic map.
 AH5446
 AH5446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5446.GEOID18 height accuracy estimate available here.
 AH5446
 AH5446.Click photographs - Photos may exist for this station.
 AH5446
 AH5446.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5446
 AH5446. The following values were computed from the NAD 83(1994) position.
 AH5446
 AH5446;                    North         East     Units Scale Factor Converg.
 AH5446;SPC MI N     -   144,112.091 8,237,097.443   MT  0.99991205   +2 12 52.5
 AH5446;SPC MI N     -   472,808.70 27,024,597.91   iFT  0.99991205   +2 12 52.5
 AH5446;UTM  17      - 5,102,541.979   272,816.312   MT  1.00023453   -2 06 51.5
 AH5446;UTM  16      - 5,102,915.249   737,078.508   MT  1.00029101   +2 12 23.3
 AH5446
 AH5446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5446!SPC MI N     -   0.99997748  x   0.99991205  =   0.99988953
 AH5446!UTM  17      -   0.99997748  x   1.00023453  =   1.00021200
 AH5446!UTM  16      -   0.99997748  x   1.00029101  =   1.00026848
 AH5446
 AH5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7281602541(NAD 83)
 AH5446
 AH5446                          SUPERSEDED SURVEY CONTROL
 AH5446
 AH5446.No superseded survey control is available for this station.
 AH5446
 AH5446_MARKER: DD = SURVEY DISK
 AH5446_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5446+WITH SETTING: PAVEMENT
 AH5446_SP_SET: CAISSON
 AH5446_STAMPING: DICK 1988
 AH5446_MARK LOGO: NOS
 AH5446_PROJECTION: FLUSH
 AH5446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5446+STABILITY: SURFACE MOTION
 AH5446
 AH5446  HISTORY     - Date     Condition        Report By
 AH5446  HISTORY     - 1988     MONUMENTED       NOS
 AH5446
 AH5446                          STATION DESCRIPTION
 AH5446
 AH5446'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5446'THE STATION IS LOCATED ON THE ST MARYS RIVER ON THE CAISSON FOR THE
 AH5446'SWEETS POINT LIGHT NORTH OF SWEETS POINT.
 AH5446'TO REACH THE STATION FROM THE RABER MUNICIPAL RAMP, GO SOUTHEAST
 AH5446'FOLLOWING THE LIME CHANNEL FOR APPROXIMATELY 7.3 MILES TO THE SWEETS
 AH5446'POINT LIGHT AND THE STATION ON THE CONCRETE CAISSON.
 AH5446'THE STATION IS A STANDARD NOS DISK STAMPED---DICK 1988---,SET INTO A
 AH5446'DRILL HOLE IN THE SURFACE OF THE CONCRETE CAISSON. IT IS LOCATED 2.55
 AH5446'METERS (8.37 FEET) EAST FROM THE WEST EDGE OF THE CAISSON, 0.88 METER
 AH5446'(2.89 FEET) SOUTH FROM THE NORTH EDGE, AND 0.7 METER (2.3 FEET) NORTH
 AH5446'OF THE LIGHT STRUCTURE.
 AH5446'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5446'DESCRIBED BY C M SAUNDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0622 ***********************************************************************
 OK0622  DESIGNATION -  DIETRICH
 OK0622  PID         -  OK0622
 OK0622  STATE/COUNTY-  MI/OTTAWA
 OK0622  COUNTRY     -  US
 OK0622  USGS QUAD   -  MARNE (2017)
 OK0622
 OK0622                         *CURRENT SURVEY CONTROL
 OK0622  ______________________________________________________________________
 OK0622* NAD 83(1994) POSITION- 43 07 06.77365(N) 085 49 15.14002(W)   ADJUSTED
 OK0622* NAVD 88 ORTHO HEIGHT -   284.    (meters)      932.    (feet) SCALED
 OK0622  ______________________________________________________________________
 OK0622  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 OK0622  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 OK0622  HORZ ORDER      -  FIRST
 OK0622
 OK0622.The horizontal coordinates were established by classical geodetic methods
 OK0622.and adjusted by the National Geodetic Survey in February 1997.
 OK0622
 OK0622.The orthometric height was scaled from a topographic map.
 OK0622
 OK0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0622.GEOID18 height accuracy estimate available here.
 OK0622
 OK0622.Click photographs - Photos may exist for this station.
 OK0622
 OK0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0622
 OK0622. The following values were computed from the NAD 83(1994) position.
 OK0622
 OK0622;                    North         East     Units Scale Factor Converg.
 OK0622;SPC MI S     -   180,807.348 3,881,666.815   MT  0.99991516   -0 59 22.7
 OK0622;SPC MI S     -   593,199.96 12,735,127.35   iFT  0.99991516   -0 59 22.7
 OK0622;UTM  16      - 4,774,654.217   595,924.242   MT  0.99971319   +0 48 21.6
 OK0622
 OK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0622!SPC MI S     -   0.99996076  x   0.99991516  =   0.99987592
 OK0622!UTM  16      -   0.99996076  x   0.99971319  =   0.99967396
 OK0622
 OK0622:                Primary Azimuth Mark                     Grid Az
 OK0622:SPC MI S     -  DIETRICH AZ MK                           157 40 10.2
 OK0622:UTM  16      -  DIETRICH AZ MK                           155 52 25.9
 OK0622
 OK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9592474654(NAD 83)
 OK0622
 OK0622|---------------------------------------------------------------------|
 OK0622| PID    Reference Object                     Distance      Geod. Az  |
 OK0622|                                                           dddmmss.s |
 OK0622| CH0982 DIETRICH RM 1                        29.907 METERS 06207     |
 OK0622| CH0983 DIETRICH RM 2                        22.628 METERS 13457     |
 OK0622| CH0981 DIETRICH AZ MK                                     1564047.5 |
 OK0622| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX.10.8 KM 2350635.3 |
 OK0622| OK0621 LUTH CHURCH STEEPLE N DIETRICH      APPROX. 1.7 KM 3503639.2 |
 OK0622|---------------------------------------------------------------------|
 OK0622
 OK0622                          SUPERSEDED SURVEY CONTROL
 OK0622
 OK0622  NAD 83(1986)-  43 07 06.77513(N)    085 49 15.15119(W) AD(       ) 1
 OK0622  NAD 27      -  43 07 06.69700(N)    085 49 14.99200(W) AD(       ) 1
 OK0622
 OK0622.Superseded values are not recommended for survey control.
 OK0622
 OK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0622.See file dsdata.pdf to determine how the superseded data were derived.
 OK0622
 OK0622_MARKER: DS = TRIANGULATION STATION DISK
 OK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0622_STAMPING: DIETRICH 1932
 OK0622_MARK LOGO: CGS
 OK0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0622+STABILITY: SURFACE MOTION
 OK0622
 OK0622  HISTORY     - Date     Condition        Report By
 OK0622  HISTORY     - 1932     MONUMENTED       CGS
 OK0622  HISTORY     - 1955     GOOD             LOCSUR
 OK0622  HISTORY     - 1969     GOOD             CGS
 OK0622  HISTORY     - 1980     GOOD             MIDH
 OK0622  HISTORY     - 20051201 GOOD             INDIV
 OK0622
 OK0622                          STATION DESCRIPTION
 OK0622
 OK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0622'ABOUT 12 MILES NORTHWEST OF GRAND RAPIDS, 4 MILES SOUTHEAST OF
 OK0622'CONKLIN, IN SW 1/4 SEC. 35, T. 9 N., R. 13 W., CHESTER TOWNSHIP, ON
 OK0622'LAND OWNED AND OCCUPIED BY ALOYS DIETRICH, 175 FEET EAST OF EAST SIDE
 OK0622'OF HIS RESIDENCE, 100 FEET SOUTHEAST OF SOUTHEAST CORNER OF BARN, 115
 OK0622'FEET NORTH OF CENTER LINE OF ROAD, 25 FEET EAST OF NORTH-SOUTH FENCE,
 OK0622'53 FEET NORTH OF EAST-WEST FENCE, AND 19 FEET SOUTHEAST OF 18-INCH
 OK0622'APPLE TREE.
 OK0622'
 OK0622'TO REACH FROM MUSKEGON, FOLLOW ROUTE M-46 EAST 19 MILES TO
 OK0622'INTERSECTION WITH OTTAWA COUNTY ROUTE 661, PROCEED SOUTH 8.9 MILES ON
 OK0622'COUNTY ROUTE 661 TO BIG SPRINGS SCHOOL, AND GO EAST 1.3 MILES FROM
 OK0622'SCHOOL ON GRAVEL ROAD TO STATION SITE.
 OK0622'
 OK0622'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 OK0622'NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE AND AZIMUTH
 OK0622'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OK0622'
 OK0622'NO. 1 PROJECTS 4 INCHES, IS 1 FOOT WEST OF NORTH-SOUTH FENCE, 99 FEET
 OK0622'NORTH OF FENCE CORNER, 160 FEET NORTH OF ROAD, AND 98.12 FEET FROM
 OK0622'STATION IN AZIMUTH 242 DEG 07 MIN.
 OK0622'
 OK0622'NO. 2 IS 3 FEET WEST OF LARGE STUMP, 1 FOOT NORTH OF EAST-WEST FENCE,
 OK0622'34.5 FEET WEST OF FENCE CORNER, 61 FEET NORTH OF CENTER LINE OF ROAD,
 OK0622'AND 74.24 FEET FROM STATION IN AZIMUTH 314 DEG 57 MIN.
 OK0622'
 OK0622'AZIMUTH MARK IS ABOUT 0.9 MILE SOUTH OF WRIGHT CROSSROADS, ON
 OK0622'RIGHT-OF-WAY OF COUNTY ROAD IN FRONT OF PROPERTY OWNED BY KATIE MILLER
 OK0622'OF GRAND RAPIDS, 1 FOOT WEST OF FENCE, 29 FEET EAST OF CENTER LINE OF
 OK0622'ROAD, 200 FEET NORTHEAST OF 48-INCH ELM TREE ON WEST SIDE OF ROAD, 235
 OK0622'FEET NORTH OF PROPERTY LINE FENCE, AND 1.5 MILES FROM STATION IN
 OK0622'AZIMUTH 336 DEG 40 MIN 51 SEC.  LUTHERAN CHURCH SPIRE, IS 1.0 MILE
 OK0622'FROM STATION IN AZIMUTH 170 DEG 36 MIN 40 SEC.
 OK0622
 OK0622                          STATION RECOVERY (1955)
 OK0622
 OK0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (AD)
 OK0622'LETTER OF MR. ALYS DIETRICH, R. 1, CONKLIN, MICH. DATED JAN. 8,
 OK0622'1955-REFERENCE MARK NO. 2 DESTROYED DUE TO BUILDING AN APPLE STORAGE.
 OK0622'REFERENCE MARK MARK DISK STAMPED DIETRICH NO 2 1932 RECEIVED 3/21/55.
 OK0622
 OK0622                          STATION RECOVERY (1969)
 OK0622
 OK0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OK0622'THE STATION MARK WAS FOUND IN GOOD CONDITION, REFERENCE MARK 1 WAS
 OK0622'FOUND UPROOTED AND THE DISK GONE, REFERENCE MARK 2 WAS DESTROYED IN
 OK0622'1955 AND THE DISK MAILED TO THE OFFICE, THE AZIMUTH MARK WAS NO FOUND
 OK0622'AND THERE IS EVIDENCE OF GRADING IN THE AREA AND THE MARK IS ASSUMED
 OK0622'EITHER DESTROYED OR BURIED.  ALL THE OLD AZIMUTH OBJECTS MENTIONED ARE
 OK0622'EITHER OBSTRUCTED BY TREES OR BUILDINGS.  THERE IS NO SUITABLE PLACE
 OK0622'TO SET AN AZIMUTH MARK AT THIS TIME.  REFERENCE MARKS 3 AND 4 WERE
 OK0622'SET.  A NEW DESCRIPTION FOLLOWS.
 OK0622'
 OK0622'THE STAION IS 113 FEET NORTH OF THE CENTERLINE OF WILSON STREET, 21
 OK0622'FEET EAST OF THE CENTERLINE OF A DRIVE, 6 FEET NORTHWEST OF THE NORTH
 OK0622'DOOR FACING TO BUILDING, 5 FEET NORTHWEST OF A 4 INCH STEEL PIPE, 6
 OK0622'FEET SOUTHWEST OF A SMALL DOOR, 3 FEET WEST OF THE WEST SIDE OF THE
 OK0622'CONCRETE BLOCK BUILDING, MONUMENT IS 3 INCHES LOWER THAN THE CONCRETE
 OK0622'DRIVE WHICH SURROUNDS IT.  THE MARK IS COVERED BY A 14 INCH STEEL
 OK0622'UTILITY COVER AND THE DISK IS STAMPED DIETRICH 1932. (NOTE 1A 7A) THE
 OK0622'STATION IS ON THE PROPERTY OF MR. ALOYS DIETRICH AND SONS.
 OK0622'
 OK0622'TO REACH THE STATION FROM THE INTERSECTION OF SEHLER AND BAGGETT
 OK0622'STREETS AT THE SOUTH EDGE OF CONKLIN, GO EAST ON SEHLER STREET FOR 0.4
 OK0622'MILE TO THE CONKLIN SCHOOL ON THE LEFT. CONTINUE EAST ON SEHLER STREET
 OK0622'FOR 1.3 MILES TO 24TH AVE.  TURN RIGHT ON 24TH AVE AND GO SOUTH FOR
 OK0622'0.45 MILE TO WILSON STREET.  TURN LEFT AND GO EAST ON WILSON STREET
 OK0622'FOR 1.45 MILES TO THE STATION ON THE LEFT AT 1311 WILSON STREET.
 OK0622'
 OK0622'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIETRICH 1932 NO 3 1969
 OK0622'SET IN A DRILL HOLE IN THE CONCRETE DRIVE AT THE WEST SIDE OF THE
 OK0622'CONCRETE BLOCK APPLE STORAGE BUILDING, 3 FEET NORTHWEST OF THE
 OK0622'SOUTHWEST CORNER OF THE BUILDING, 1 FOOT SOUTHWEST OF A 4 INCH STEEL
 OK0622'PIPE, 24 FEET EAST OF THE CENTERLINE OF THE DRIVE, 96 FEET NORTH OF
 OK0622'THE CENTERLINE OF THE STREET, 2 FEET WEST OF THE WEST WALL OF THE
 OK0622'BUILDING AND 2-1/2 FEET WEST OF THE SOUTH DOOR FACING.
 OK0622'
 OK0622'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIETRICH 1932 NO 4 1969
 OK0622'SET IN A DRILL HOLE IN THE CONCRETE DRIVE AT THE WEST EDGE OF THE
 OK0622'BUILDING, 1 FOOT NORTHEAST OF A UTILITY POLE, 23 FEET NORTHWEST OF THE
 OK0622'NORTH DOOR FACING AND 13 FEET WEST OF THE WEST SIDE OF THE BUILDING.
 OK0622'
 OK0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 OK0622'SOUTHEAST OF CONKLIN
 OK0622'
 OK0622'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0622
 OK0622                          STATION RECOVERY (1980)
 OK0622
 OK0622'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0622'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.
 OK0622'REFERENCE MARK 4 WAS FOUND WITH THE SURVEY DISK HAVING BEEN SHEARED
 OK0622'OFF BY A SNOW PLOW.  THE SHAFT OF THE SURVEY DISK IS STILL EMBEDDED IN
 OK0622'THE CONCRETE DRIVE AND THE DISTANCE FROM THE CENTER OF THE SHAFT TO
 OK0622'THE STATION IS GOOD.
 OK0622'
 OK0622'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 OK0622
 OK0622                          STATION RECOVERY (2005)
 OK0622
 OK0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0622'MAY BE TOO CLOSE TO BUILDING FOR LOCATING WITH GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0506 ***********************************************************************
 RK0506  DESIGNATION -  DIFFIN
 RK0506  PID         -  RK0506
 RK0506  STATE/COUNTY-  MI/ALGER
 RK0506  COUNTRY     -  US
 RK0506  USGS QUAD   -  DIFFIN (2017)
 RK0506
 RK0506                         *CURRENT SURVEY CONTROL
 RK0506  ______________________________________________________________________
 RK0506* NAD 83(1994) POSITION- 46 13 55.86442(N) 087 04 08.77686(W)   ADJUSTED
 RK0506* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 RK0506  ______________________________________________________________________
 RK0506  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 RK0506  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 RK0506  HORZ ORDER      -  THIRD
 RK0506
 RK0506.The horizontal coordinates were established by classical geodetic methods
 RK0506.and adjusted by the National Geodetic Survey in February 1997.
 RK0506
 RK0506.The orthometric height was scaled from a topographic map.
 RK0506
 RK0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0506.GEOID18 height accuracy estimate available here.
 RK0506
 RK0506.Click photographs - Photos may exist for this station.
 RK0506
 RK0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0506
 RK0506. The following values were computed from the NAD 83(1994) position.
 RK0506
 RK0506;                    North         East     Units Scale Factor Converg.
 RK0506;SPC MI N     -   161,033.392 7,994,669.874   MT  0.99990326   -0 02 59.8
 RK0506;SPC MI N     -   528,324.78 26,229,231.87   iFT  0.99990326   -0 02 59.8
 RK0506;UTM  16      - 5,119,847.636   494,671.490   MT  0.99960035   -0 02 59.7
 RK0506
 RK0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0506!SPC MI N     -   0.99995795  x   0.99990326  =   0.99986121
 RK0506!UTM  16      -   0.99995795  x   0.99960035  =   0.99955831
 RK0506
 RK0506:                Primary Azimuth Mark                     Grid Az
 RK0506:SPC MI N     -  DIFFIN AZ MK                             130 24 27.0
 RK0506:UTM  16      -  DIFFIN AZ MK                             130 24 26.9
 RK0506
 RK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9467119847(NAD 83)
 RK0506
 RK0506|---------------------------------------------------------------------|
 RK0506| PID    Reference Object                     Distance      Geod. Az  |
 RK0506|                                                           dddmmss.s |
 RK0506| CJ2439 DIFFIN RM 1                          18.007 METERS 01656     |
 RK0506| CJ2438 DIFFIN AZ MK                                       1302127.2 |
 RK0506| CJ2440 DIFFIN RM 2                          58.119 METERS 14719     |
 RK0506|---------------------------------------------------------------------|
 RK0506
 RK0506                          SUPERSEDED SURVEY CONTROL
 RK0506
 RK0506  NAD 83(1986)-  46 13 55.86029(N)    087 04 08.77518(W) AD(       ) 3
 RK0506  NAD 27      -  46 13 56.04300(N)    087 04 08.25600(W) AD(       ) 3
 RK0506
 RK0506.Superseded values are not recommended for survey control.
 RK0506
 RK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0506.See file dsdata.pdf to determine how the superseded data were derived.
 RK0506
 RK0506_MARKER: DS = TRIANGULATION STATION DISK
 RK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0506_STAMPING: DIFFIN 1955
 RK0506_MARK LOGO: CGS
 RK0506_PROJECTION: FLUSH
 RK0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0506+STABILITY: SURFACE MOTION
 RK0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0506+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RK0506
 RK0506  HISTORY     - Date     Condition        Report By
 RK0506  HISTORY     - 1955     MONUMENTED       CGS
 RK0506  HISTORY     - 20000710 GOOD             MIDT
 RK0506  HISTORY     - 20061105 GOOD             GEOCAC
 RK0506
 RK0506                          STATION DESCRIPTION
 RK0506
 RK0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0506'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF TRENARY, 2 MILES
 RK0506'SOUTH-SOUTHEAST KIVA POST OFFICE AND ON THE HIGHEST POINT OF HILL
 RK0506'JUST NORTHWEST OF A FARM HOME.  IT IS IN THE NORTHWEST CORNER OF
 RK0506'SECTION 9, T. 44 N., R. 22 W. AND ON THE ROAD RIGHT-OF-WAY.
 RK0506'
 RK0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0506'HIGHWAY 67 WHICH IS 0.6 MILES WEST OF TRENARY, GO NORTHWEST ON U.S.
 RK0506'HIGHWAY 41 FOR 3.35 MILES TO THE C. RICHMOND GROCERY STORE AND
 RK0506'FILLING STATION ON THE RIGHT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41
 RK0506'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 RK0506'ON U.S.  HIGHWAY 41 FOR 1.15 MILES TO A SIDE ROAD LEFT AND
 RK0506'DRIVEWAY ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND THEN TURN
 RK0506'LEFT AND GO NORTH FOR 0.05 MILE TO THE TOP OF HILL AND THE
 RK0506'STATION.
 RK0506'
 RK0506'STATION MARK, A STANDARD DISK, STAMPED DIFFIN 1955, IS SET IN THE TOP
 RK0506'OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.  IT
 RK0506'IS 156 FEET NORTHWEST OF THE NORTHWEST CORNER OF FARM HOME, 140 FEET
 RK0506'EAST OF THE CENTER OF U.S. HIGHWAY 41, 67.5 FEET NORTHEAST OF A
 RK0506'CONCRETE RIGHT-OF-WAY MARKER AND 4 FEET SOUTHEAST OF A WHITE
 RK0506'WITNESS POST.
 RK0506'
 RK0506'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED DIFFIN NO 1 1955, IS
 RK0506'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RK0506'IS 1 FOOT NORTHWEST OF A TELEPHONE POLE AND IS APPROXIMATELY 1 FOOT
 RK0506'LOWER THAN THE STATION.
 RK0506'
 RK0506'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED DIFFIN NO 2 1955, IS
 RK0506'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RK0506'IS 80 FEET EAST OF THE CENTER OF U.S. HIGHWAY 41, 40 FEET NORTH OF
 RK0506'THE CENTER OF DRIVEWAY, 1 FOOT NORTHWEST OF TELEPHONE POLE NO. 105
 RK0506'AND IS APPROXIMATELY 4 FEET LOWER THAN THE STATION.
 RK0506'
 RK0506'AZIMUTH MARK, A STANDARD DISK, STAMPED DIFFIN 1955, IS SET IN THE TOP
 RK0506'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 29 FEET EAST
 RK0506'OF THE CENTER OF U.S. HIGHWAY 41 AND 2 FEET NORTHWEST OF A WHITE
 RK0506'WITNESS POST.
 RK0506'
 RK0506'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND WILL TAKE
 RK0506'CONSIDERABLE AMOUNT OF CLEARING TO BE MADE SO.
 RK0506'
 RK0506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0506
 RK0506                          STATION RECOVERY (2000)
 RK0506
 RK0506'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0506'THE STATION MARK AND RM 1 ARE IN GOOD CONDITION.  RM 2 WAS NOT FOUND
 RK0506'AND IS COVERED OVER WITH JUNK, PROPERTY OWNER SAYS 'ITS THERE'.  THE
 RK0506'AZIMUTH MARK WAS SEARCHED FOR EXTENSIVELY BUT NOT RECOVERED, ASSUMED
 RK0506'DESTROYED BY HIGHWAY CONSTRUCTION. DIFFIN  IS LOCATED AT FIRE NUMBER
 RK0506'N2098 LIMESTONE TWP. --MARK IS ON PRIVATE PROPERTY--
 RK0506
 RK0506                          STATION RECOVERY (2006)
 RK0506
 RK0506'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0766 ***********************************************************************
 RJ0766  DESIGNATION -  DITCH
 RJ0766  PID         -  RJ0766
 RJ0766  STATE/COUNTY-  MI/CHIPPEWA
 RJ0766  COUNTRY     -  US
 RJ0766  USGS QUAD   -  PAYMENT (2017)
 RJ0766
 RJ0766                         *CURRENT SURVEY CONTROL
 RJ0766  ______________________________________________________________________
 RJ0766* NAD 83(1994) POSITION- 46 31 29.13418(N) 084 07 40.96819(W)   ADJUSTED
 RJ0766* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0766  ______________________________________________________________________
 RJ0766  GEOID HEIGHT    -        -36.764 (meters)                     GEOID18
 RJ0766  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 RJ0766  HORZ ORDER      -  THIRD
 RJ0766
 RJ0766.The horizontal coordinates were established by classical geodetic methods
 RJ0766.and adjusted by the National Geodetic Survey in February 1997.
 RJ0766
 RJ0766.The orthometric height was scaled from a topographic map.
 RJ0766
 RJ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0766.GEOID18 height accuracy estimate available here.
 RJ0766
 RJ0766.Click photographs - Photos may exist for this station.
 RJ0766
 RJ0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0766
 RJ0766. The following values were computed from the NAD 83(1994) position.
 RJ0766
 RJ0766;                    North         East     Units Scale Factor Converg.
 RJ0766;SPC MI N     -   197,541.230 8,220,290.799   MT  0.99991155   +2 04 32.9
 RJ0766;SPC MI N     -   648,101.15 26,969,458.00   iFT  0.99991155   +2 04 32.9
 RJ0766;SPC MI C     -   356,558.350 6,018,314.163   MT  1.00029602   +0 10 06.8
 RJ0766;SPC MI C     - 1,169,810.86 19,745,125.21   iFT  1.00029602   +0 10 06.8
 RJ0766;UTM  16      - 5,156,362.207   720,265.541   MT  1.00019640   +2 05 05.7
 RJ0766
 RJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0766!SPC MI N     -   0.99997817  x   0.99991155  =   0.99988972
 RJ0766!SPC MI C     -   0.99997817  x   1.00029602  =   1.00027419
 RJ0766!UTM  16      -   0.99997817  x   1.00019640  =   1.00017457
 RJ0766
 RJ0766:                Primary Azimuth Mark                     Grid Az
 RJ0766:SPC MI N     -  THOMAS                                   323 35 22.0
 RJ0766:SPC MI C     -  THOMAS                                   325 29 48.1
 RJ0766:UTM  16      -  THOMAS                                   323 34 49.2
 RJ0766
 RJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2026556362(NAD 83)
 RJ0766
 RJ0766|---------------------------------------------------------------------|
 RJ0766| PID    Reference Object                     Distance      Geod. Az  |
 RJ0766|                                                           dddmmss.s |
 RJ0766| RJ0763 CEDAR                               196.396 METERS 14249     |
 RJ0766| RJ0769 THOMAS                              APPROX. 0.6 KM 3253954.9 |
 RJ0766| RJ0767 TERTIARY 27                         113.153 METERS 33535     |
 RJ0766|---------------------------------------------------------------------|
 RJ0766
 RJ0766                          SUPERSEDED SURVEY CONTROL
 RJ0766
 RJ0766  NAD 83(1986)-  46 31 29.12832(N)    084 07 40.97839(W) AD(       ) 3
 RJ0766  NAD 27      -  46 31 29.04200(N)    084 07 40.87000(W) AD(       ) 3
 RJ0766
 RJ0766.Superseded values are not recommended for survey control.
 RJ0766
 RJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0766.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0766
 RJ0766_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0766_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ0766_MARK LOGO: IBC
 RJ0766_PROJECTION: FLUSH
 RJ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0766
 RJ0766  HISTORY     - Date     Condition        Report By
 RJ0766  HISTORY     - 1943     MONUMENTED       IBC
 RJ0766  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0766
 RJ0766                          STATION DESCRIPTION
 RJ0766
 RJ0766'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0766'STATION IS W OF SQUIRREL ISLAND AND 1/2 MILE S OF REFERENCE MONUMENT
 RJ0766'25 ON W SIDE OF ROAD.  IT IS 6 FEET E OF CENTER OF DRAINAGE DITCH,
 RJ0766'110 FEET W OF TOP OF STEEP BRUSHY BANK, AND ABOUT 10 FEET ABOVE
 RJ0766'WATER.  IT IS 62.8 FEET N OF 24-INCH PINE, 93.0 FEET NNW OF 20-INCH
 RJ0766'SPRUCE, AND 371.23 FEET FROM TERTIARY 27 (U S L S),
 RJ0766'N 24 DEG 26 MIN W.
 RJ0766'
 RJ0766'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN TOP
 RJ0766'OF A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG
 RJ0766'SET FLUSH WITH SURFACE OF BERM OF DITCH.  SUBSURFACE MARK IS A
 RJ0766'ROUNDHEADED COPPER RIVET IN TOP OF A CYLINDER OF CONCRETE 7 INCHES
 RJ0766'IN DIAMETER AND 10 INCHES LONG SET 26 INCHES UNDERGROUND.
 RJ0766
 RJ0766                          STATION RECOVERY (1958)
 RJ0766
 RJ0766'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0766'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0641 ***********************************************************************
 RK0641  DESIGNATION -  DIVIDE
 RK0641  PID         -  RK0641
 RK0641  STATE/COUNTY-  MI/ALGER
 RK0641  COUNTRY     -  US
 RK0641  USGS QUAD   -  POWELL LAKE (2017)
 RK0641
 RK0641                         *CURRENT SURVEY CONTROL
 RK0641  ______________________________________________________________________
 RK0641* NAD 83(1994) POSITION- 46 21 40.81057(N) 086 39 37.48551(W)   ADJUSTED
 RK0641* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 RK0641  ______________________________________________________________________
 RK0641  GEOID HEIGHT    -        -35.081 (meters)                     GEOID18
 RK0641  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 RK0641  HORZ ORDER      -  FIRST
 RK0641
 RK0641.The horizontal coordinates were established by classical geodetic methods
 RK0641.and adjusted by the National Geodetic Survey in February 1997.
 RK0641
 RK0641.The orthometric height was scaled from a topographic map.
 RK0641
 RK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0641.GEOID18 height accuracy estimate available here.
 RK0641
 RK0641.Click photographs - Photos may exist for this station.
 RK0641
 RK0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0641
 RK0641. The following values were computed from the NAD 83(1994) position.
 RK0641
 RK0641;                    North         East     Units Scale Factor Converg.
 RK0641;SPC MI N     -   175,441.780 8,026,131.201   MT  0.99990371   +0 14 43.6
 RK0641;SPC MI N     -   575,596.39 26,332,451.45   iFT  0.99990371   +0 14 43.6
 RK0641;UTM  16      - 5,134,251.731   526,123.337   MT  0.99960839   +0 14 44.7
 RK0641
 RK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0641!SPC MI N     -   0.99995659  x   0.99990371  =   0.99986030
 RK0641!UTM  16      -   0.99995659  x   0.99960839  =   0.99956499
 RK0641
 RK0641:                Primary Azimuth Mark                     Grid Az
 RK0641:SPC MI N     -  WETMORE LOOKOUT TOWER                    082 45 43.6
 RK0641:UTM  16      -  WETMORE LOOKOUT TOWER                    082 45 42.5
 RK0641
 RK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2612334251(NAD 83)
 RK0641
 RK0641|---------------------------------------------------------------------|
 RK0641| PID    Reference Object                     Distance      Geod. Az  |
 RK0641|                                                           dddmmss.s |
 RK0641| CH1050 DIVIDE RM 2                           8.346 METERS 03626     |
 RK0641| RK0639 WETMORE LOOKOUT TOWER               APPROX. 3.4 KM 0830027.2 |
 RK0641| CH1049 DIVIDE RM 1                          19.730 METERS 19528     |
 RK0641| RK0644 MUNISING U P MICROWAVE TOWER        APPROX. 5.8 KM 3530331.5 |
 RK0641| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX. 5.8 KM 3532416.4 |
 RK0641|---------------------------------------------------------------------|
 RK0641
 RK0641                          SUPERSEDED SURVEY CONTROL
 RK0641
 RK0641  NAD 83(1986)-  46 21 40.80550(N)    086 39 37.48189(W) AD(       ) 1
 RK0641  NAD 27      -  46 21 40.98800(N)    086 39 36.91430(W) AD(       ) 1
 RK0641  USSD        -  46 21 41.29400(N)    086 39 36.70100(W) AD(       ) 3
 RK0641
 RK0641.Superseded values are not recommended for survey control.
 RK0641
 RK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0641.See file dsdata.pdf to determine how the superseded data were derived.
 RK0641
 RK0641_MARKER: H = DRILL HOLE
 RK0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0641
 RK0641  HISTORY     - Date     Condition        Report By
 RK0641  HISTORY     - 1873     MONUMENTED       USLS
 RK0641  HISTORY     - 1929     GOOD             CGS
 RK0641  HISTORY     - 1938     GOOD             CGS
 RK0641  HISTORY     - 1955     GOOD             CGS
 RK0641  HISTORY     - 1958     GOOD             CGS
 RK0641  HISTORY     - 1965     GOOD             CGS
 RK0641
 RK0641                          STATION DESCRIPTION
 RK0641
 RK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 RK0641'ABOUT 6-1/2 MILES SOUTH OF MUNISING, ABOUT 1000 FEET EAST OF OLD
 RK0641'BAY DE NOQUETTE AND LAKE SUPERIOR ROAD, ON DIVIDE BETWEEN LAKE
 RK0641'SUPERIOR AND GREEN BAY.  MARK IS STONE POST 3-1/2 FEET BELOW
 RK0641'SURFACE OF GROUND.  OVER MARK IS STONE POST FLUSH WITH SURFACE OF
 RK0641'GROUND.  IN 1919 STATION RECOVERED, CENTER STONE BEING 8 INCHES
 RK0641'BELOW SURFACE OF GROUND.  TWO CONCRETE REFERENCE MONUMENTS, 10
 RK0641'INCHES SQUARE AND 3-1/2 FEET LONG, WERE SET, EACH PROJECTING ABOUT 6
 RK0641'INCHES ABOVE GROUND.  NO. 1 IS ON SMALL KNOLL, ABOUT 20 FEET FROM
 RK0641'BANK, ABOUT 20 FEET EAST OF OLD ROAD LEADING UP HILL FROM POINT ON
 RK0641'RAILROAD 1 MILE WEST OF WETMORE, AND 742.40 FEET FROM STATION.
 RK0641'NO. 2 IS 27.37 FEET FROM
 RK0641'STATION.  SCHOOLCRAFT COUNTY, MICH--NE
 RK0641'CORNER OF SEC 27, T. 46 N., R. 19 W.  (U.S.L.S.) IS 760 FEET FROM
 RK0641'STATION ON BEARING N. 67 E.  THIS SECTION CORNER WAS LISTED IN THE
 RK0641'U.S. LAKE SURVEY REPORTS AS BEING IN SCHOOLCRAFT COUNTY.
 RK0641
 RK0641                          STATION RECOVERY (1938)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 RK0641'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 RK0641'TRIANGULAR BLAZED 12-INCH YELLOW BIRCH TREE BEARS N 13 DEG E
 RK0641'(MAGNETIC) 55 FEET FROM THE STATION, AND A TRIANGULAR-BLAZED 12
 RK0641'INCH BLACK CHERRY TREE BEARS N 47 DEG E (MAGNETIC) 42 FEET FROM THE
 RK0641'STATION.
 RK0641'
 RK0641'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS NEAR THE
 RK0641'SE CORNER OF ALGER COUNTY AIRPORT (ABOUT 2 MI. S FROM WETMORE),
 RK0641'PROCEED W FOR 2 MI. WHERE A RUT ROAD TAKES OFF TO THE N BETWEEN
 RK0641'SECTIONS 26 AND 27.  FOLLOW THE RUT ROAD N FOR 0.6 MI. TO A FAINT
 RK0641'TRAIL WHICH FORKS LEFT (GROUP OF TWELVE TO FIFTEEN SCOTCH PINE
 RK0641'TREES IN THE LOCALITY).  FOLLOW THE TRAIL FOR 0.35 MI. UNTIL IT
 RK0641'STARTS A SHARP DESCENT TO THE N.  STATION IS CLOSE BY THE W SIDE
 RK0641'OF THE TRAIL.
 RK0641
 RK0641                          STATION RECOVERY (1955)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0641'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK NO.
 RK0641'2 WERE FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR REFERENCE
 RK0641'MARK NO. 1 OR THE SECTION CORNER SINCE THEY ARE BOTH OVER 700 FEET
 RK0641'FROM THE STATION IN DENSE WOODS AND A TERRIFIC AMOUNT OF CLEARING
 RK0641'WOULD BE REQUIRED TO MEASURE AND OBSERVE THEM.  A NEW REFERENCE
 RK0641'MARK, STAMPED NO. 1, WAS ESTABLISHED BY THIS PARTY.  A COMPLETE NEW
 RK0641'DESCRIPTION FOLLOWS.
 RK0641'
 RK0641'THE STATION IS APPROXIMATELY 3-1/2 MILES SOUTH OF MUNISING, 2 MILES
 RK0641'SOUTHWEST OF WETMORE, 2 MILES WEST OF FEDERAL FOREST HIGHWAY 13 AND
 RK0641'ON THE SUMMIT OF A WOODED RIDGE.
 RK0641'
 RK0641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RK0641'28 AND 94, ABOUT 1 MILE SOUTH OF MUNISING, GO SOUTHEASTERLY
 RK0641'FOR 2.0 MILES TO THE JUNCTION OF FEDERAL FOREST HIGHWAY 13 IN THE
 RK0641'SMALL SETTLEMENT OF WETMORE.  TURN RIGHT AND GO SOUTH ON HIGHWAY
 RK0641'13 FOR 2.3 MILES TO A DIM CROSSROAD, TURN RIGHT AND GO WEST ON THE
 RK0641'TRACK ROAD FOR 2.1 MILES TO A T-ROAD SOUTH, CONTINUE WEST ABOUT 75
 RK0641'FEET TO A T-ROAD NORTH, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A
 RK0641'FORK, KEEP LEFT FORK 0.5 MILE TO FORK, KEEP LEFT FORK NORTHWESTERLY
 RK0641'0.1 MILE TO FORK, KEEP RIGHT FORK 0.35 MILE TO A 16-INCH TREE WITH
 RK0641'A TRIANGLE BLAZE ON THE RIGHT AND AN 8-INCH TREE WITH A TRIANGLE
 RK0641'BLAZE ON THE LEFT.  THE STATION IS 53 FEET WEST OF THE 16-INCH
 RK0641'TREE AND 40 FEET WEST OF THE 8-INCH TREE.
 RK0641'
 RK0641'THE STATION MARK IS A STONE POST 4 INCHES SQUARE WITH A HOLE IN THE
 RK0641'CENTER OF THE TOP.  IT IS 41.3 FEET SOUTHWEST OF A 20-INCH TREE WITH
 RK0641'A TRIANGLE BLAZE ON THE WEST SIDE, 21.5 FEET SOUTHEAST OF A 6-INCH
 RK0641'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 10 INCHES BELOW
 RK0641'THE SURFACE OF THE GROUND.
 RK0641'
 RK0641'REFERENCE MARK NO. 1, STAMPED DIVIDE U.S.L.S. NO. 1 1955, IS A
 RK0641'STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 9 INCHES.
 RK0641'IT IS 5.6 FEET EAST OF A TRIANGLE BLAZE ON THE EAST SIDE OF A
 RK0641'6-INCH TREE.
 RK0641'
 RK0641'REFERENCE MARK NO. 2 IS A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 RK0641'6 INCHES WITH THE LETTERS U.S.L.S. REF 1919 AND AN ARROW POINTING
 RK0641'TOWARD THE STATION INSCRIBED IN THE CONCRETE.  IT IS 14 FEET WEST
 RK0641'OF THE 20-INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 10
 RK0641'FEET WEST OF THE CENTER OF THE TRACK ROAD.
 RK0641
 RK0641                          STATION RECOVERY (1958)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RK0641'STATION WAS RECOVERED, WAS USED IN 1955 AND ADDITIONAL REFERENCE
 RK0641'POSTS SET.  REFERENCE MARK 2 WAS ALSO RECOVERED.
 RK0641
 RK0641                          STATION RECOVERY (1965)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0641'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.  THE DISTANCE AND
 RK0641'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE 1955 DESCRIPTION
 RK0641'FOR THE STATION IS ADEQUATE.
 RK0641'
 RK0641'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0736 ***********************************************************************
 NG0736  DESIGNATION -  DIVIS
 NG0736  PID         -  NG0736
 NG0736  STATE/COUNTY-  MI/BERRIEN
 NG0736  COUNTRY     -  US
 NG0736  USGS QUAD   -  SISTER LAKES (2017)
 NG0736
 NG0736                         *CURRENT SURVEY CONTROL
 NG0736  ______________________________________________________________________
 NG0736* NAD 83(2011) POSITION- 42 06 08.73069(N) 086 14 50.38301(W)   ADJUSTED
 NG0736* NAD 83(2011) ELLIP HT-   220.431 (meters)        (06/27/12)   ADJUSTED
 NG0736* NAD 83(2011) EPOCH   -  2010.00
 NG0736* NAVD 88 ORTHO HEIGHT -   254.0   (meters)      833.    (feet) GPS OBS
 NG0736  ______________________________________________________________________
 NG0736  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NG0736  GEOID HEIGHT    -         -33.32 (meters)                     GEOID93
 NG0736  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 NG0736  NAD 83(2011) X  -    310,201.409 (meters)                     COMP
 NG0736  NAD 83(2011) Y  - -4,729,380.214 (meters)                     COMP
 NG0736  NAD 83(2011) Z  -  4,254,199.430 (meters)                     COMP
 NG0736  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 NG0736  OBS GRAVITY     -    980,278.2   (mgal)                       GRAV_OBS
 NG0736
 NG0736
 NG0736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0736  Standards:
 NG0736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0736  -------------------------------------------------------------------
 NG0736  NETWORK    2.10   2.94           1.00   0.63   1.50      0.10297430
 NG0736  -------------------------------------------------------------------
 NG0736  Click here for local accuracies and other accuracy information.
 NG0736
 NG0736.The horizontal coordinates were established by GPS observations
 NG0736.and adjusted by the National Geodetic Survey in June 2012.
 NG0736
 NG0736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0736.been affixed to the stable North American tectonic plate. See 
 NG0736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0736
 NG0736.The horizontal coordinates are valid at the epoch date displayed above
 NG0736.which is a decimal equivalence of Year/Month/Day.
 NG0736
 NG0736.The orthometric height was determined by GPS observations and a
 NG0736.high-resolution geoid model.
 NG0736
 NG0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0736.GEOID18 height accuracy estimate available here.
 NG0736
 NG0736.Click photographs - Photos may exist for this station.
 NG0736
 NG0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0736
 NG0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0736
 NG0736.The ellipsoidal height was determined by GPS observations
 NG0736.and is referenced to NAD 83.
 NG0736
 NG0736.The observed gravity was obtained from relative gravimeter ties
 NG0736.to the IGSN71 gravity network.
 NG0736
 NG0736. The following values were computed from the NAD 83(2011) position.
 NG0736
 NG0736;                    North         East     Units Scale Factor Converg.
 NG0736;SPC MI S     -    68,654.335 3,844,448.872   MT  0.99999943   -1 16 47.4
 NG0736;SPC MI S     -   225,243.88 12,613,021.23   iFT  0.99999943   -1 16 47.4
 NG0736;UTM  16      - 4,661,422.553   562,234.576   MT  0.99964766   +0 30 16.7
 NG0736
 NG0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0736!SPC MI S     -   0.99996543  x   0.99999943  =   0.99996486
 NG0736!UTM  16      -   0.99996543  x   0.99964766  =   0.99961310
 NG0736
 NG0736:                Primary Azimuth Mark                     Grid Az
 NG0736:SPC MI S     -  DIVIS AZ MK                              049 47 42.4
 NG0736:UTM  16      -  DIVIS AZ MK                              048 00 38.3
 NG0736
 NG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6223461422(NAD 83)
 NG0736
 NG0736|---------------------------------------------------------------------|
 NG0736| PID    Reference Object                     Distance      Geod. Az  |
 NG0736|                                                           dddmmss.s |
 NG0736| CG9980 DIVIS RM 1                           56.541 METERS 00526     |
 NG0736| CG9979 DIVIS AZ MK                                        0483055.0 |
 NG0736| CG9981 DIVIS RM 2                           53.432 METERS 27620     |
 NG0736| NG0738 WATERVLIET MUNICIPAL TANK           APPROX. 9.3 KM 3530037.6 |
 NG0736|---------------------------------------------------------------------|
 NG0736
 NG0736                          SUPERSEDED SURVEY CONTROL
 NG0736
 NG0736  NAD 83(2007)-  42 06 08.73116(N)    086 14 50.38346(W) AD(2002.00) 0
 NG0736  ELLIP H (02/10/07)  220.458  (m)                       GP(2002.00)    
 NG0736  ELLIP H (07/17/02)  220.459  (m)                       GP(       ) 4 1
 NG0736  NAD 83(1994)-  42 06 08.73043(N)    086 14 50.38331(W) AD(       ) 1
 NG0736  ELLIP H (02/03/97)  220.485  (m)                       GP(       ) 4 1
 NG0736  NAD 83(1991)-  42 06 08.73196(N)    086 14 50.39351(W) AD(       ) 1
 NG0736  NAD 83(1986)-  42 06 08.72914(N)    086 14 50.39657(W) AD(       ) 1
 NG0736  NAD 27      -  42 06 08.57400(N)    086 14 50.32200(W) AD(       ) 1
 NG0736
 NG0736.Superseded values are not recommended for survey control.
 NG0736
 NG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0736.See file dsdata.pdf to determine how the superseded data were derived.
 NG0736
 NG0736_MARKER: DS = TRIANGULATION STATION DISK
 NG0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0736_STAMPING: DIVIS 1932
 NG0736_MARK LOGO: CGS
 NG0736_PROJECTION: FLUSH
 NG0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0736+STABILITY: SURFACE MOTION
 NG0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0736+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 NG0736
 NG0736  HISTORY     - Date     Condition        Report By
 NG0736  HISTORY     - 1932     MONUMENTED       CGS
 NG0736  HISTORY     - 1932     GOOD             CGS
 NG0736  HISTORY     - 1980     GOOD             MIDH
 NG0736  HISTORY     - 19910513 GOOD             NOS
 NG0736  HISTORY     - 19911030 GOOD             MIDT
 NG0736  HISTORY     - 19931021 GOOD             MIDT
 NG0736  HISTORY     - 20230228 MARK NOT FOUND   MIDT
 NG0736
 NG0736                          STATION DESCRIPTION
 NG0736
 NG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0736'ABOUT 12 MILES NORTHEAST OF BERRIEN SPRINGS, 10 MILES EAST OF BENTON
 NG0736'HARBOR, IN SE 1/4 SEC. 23, T. 4 S., R. 17 W., BAINBRIDGE TOWNSHIP, ON
 NG0736'LAND OWNED AND OCCUPIED BY F.J. DIVIS, AT JUNCTION OF TWO GRASSY LANES
 NG0736'WHICH SEPARATE CULTIVATED FIELDS, ABOUT 25 FEET SOUTH OF SOUTH EDGE OF
 NG0736'CULTIVATED FIELD, 29 FEET WEST OF WEST EDGE OF CULTIVATED FIELD, 28
 NG0736'FEET NORTH OF NORTH END OF CULTIVATED PATCH OF DEWBERRIES, 20 FEET
 NG0736'NORTHWEST OF GROUP OF SMALL TREES, APPROXIMATELY 250 YARDS NORTH OF
 NG0736'SECTION OF WOODS, AND 100 YARDS SOUTHEAST OF HIGHEST PART OF HILL.
 NG0736'
 NG0736'TO REACH FROM BENTON HARBOR, FOLLOW ROUTE M-139 SOUTHEAST 1.0 MILE TO
 NG0736'POINT WHERE IT TURNS SOUTH, CONTINUE SOUTHEAST 1.1 MILES ON COUNTY
 NG0736'ROAD TOWARDS SODUS TO PAVED CROSSROADS, TURN EAST ONTO NAPIER ROAD,
 NG0736'FOLLOW EAST 8.5 MILES TO NILES-WATERVLIET ROAD, PROCEED EAST 0.5 MILE
 NG0736'TO NARROW ROAD LEADING NORTH, PROCEED NORTH 0.65 MILE TO DIVIS HOUSE
 NG0736'ON RIGHT, AND FOLLOW LANE EAST 0.25 MILE TO STATION SITE.
 NG0736'
 NG0736'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 NG0736'UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND AZIMUTH MARKS ARE
 NG0736'STANDARD REFERENCE DISKS IN CONCRETE.
 NG0736'
 NG0736'NO. 1 IS FLUSH WITH GROUND, IN NORTH-SOUTH LANE, 7 FEET EAST OF EAST
 NG0736'EDGE OF CULTIVATED FIELD, 3 FEET SOUTH OF SMALL TREE, AND 185.5 FEET
 NG0736'FROM STATION N 05 DEG 26 MIN E.
 NG0736'
 NG0736'NO. 2 IS FLUSH WITH GROUND IN EAST-WEST LANE, ABOUT 15 FEET NORTH OF
 NG0736'NORTH END OF CULTIVATED STRAWBERRY PATCH, AND 175.3 FEET FROM STATION
 NG0736'N 83 DEG 40 MIN W.
 NG0736'
 NG0736'AZIMUTH MARK PROJECTS 6 INCHES, AND IS 6 FEET SOUTH OF HICKORY TREE,
 NG0736'30 FEET EAST OF CENTER OF NORTH-SOUTH DIRT ROAD, 60 FEET SOUTH OF
 NG0736'FENCE CORNER, 130 FEET SOUTHWEST OF RED BARN, AND APPROXIMATELY 0.6
 NG0736'MILE FROM STATION N 48 DEG 31 MIN E.
 NG0736
 NG0736                          STATION RECOVERY (1932)
 NG0736
 NG0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NG0736'RECOVERED IN GOOD CONDITION.
 NG0736
 NG0736                          STATION RECOVERY (1980)
 NG0736
 NG0736'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NG0736'THE STATION MARK, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED IN
 NG0736'GOOD CONDITION.  OWNER OF RECORD NOW IS HOWARD DIVIS.  PHONE NUMBER
 NG0736'IS 616 944 3190.
 NG0736
 NG0736                          STATION RECOVERY (1991)
 NG0736
 NG0736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0736'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION. IT IS
 NG0736'IN THICK WOODS, AND IS NOT SUITABLE FOR GPS.  NO MEASUREMENTS WERE
 NG0736'MADE.  DESCRIBED BY PBW.
 NG0736
 NG0736                          STATION RECOVERY (1991)
 NG0736
 NG0736'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NG0736'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 NG0736'SECTION 23, T-4-S, R-17-W, BAINBRIDGE TOWNSHIP AND ON THE SISTER LAKES
 NG0736'QUADRANGLE MAP.  IT IS ABOUT 10-3/4 MILES NORTHWEST FROM DOWAGIAC,
 NG0736'10-3/4 MILES EAST FROM BENTON HARBOR, 6 MILES (9.7 KM) SOUTH FROM
 NG0736'WATERVLIET AND ON THE PROPERTY OF MR. FRANK DIVIS AT 859 SOUTH ARENT
 NG0736'ROAD, WATERILIET, MICH. 49098.  PHONE (616)  463-5090.
 NG0736'
 NG0736'TO REACH FROM THE INTERSTATE HIGHWAY I-94 AND STATE HIGHWAY M-140,
 NG0736'EXIT 41 ABOUT 1/2 MILE SOUTH FROM WATERVLIET, GO SOUTH ON M-140 FOR
 NG0736'4.35 MI (7.00 KM) TO PAVED CROSSROAD TERRITORIAL ROAD, TURN LEFT AND
 NG0736'GO EAST ON TERRITORIAL ROAD FOR 0.5 MI (0.8 KM) TO DIRT CROSSROAD
 NG0736'ARENT ROAD, TURN RIGHT AND GO SOUTH ON ARENT ROAD FOR 0.8 MI (1.3 KM)
 NG0736'TO DRIVE ON THE LEFT AT TOP OF PROMINENT HILL, TURN LEFT INTO DRIVE
 NG0736'AND GO EAST PAST HOUSE FOR 0.1 MI (0.2 KM) TO BEND RIGHT, FOLLOW RIGHT
 NG0736'AND GO SOUTH FOR ABOUT 300 FEET (91.4 M) TO FORK LEFT, TURN SPARP LEFT
 NG0736'AND GO EAST FOR 0.1 MI (0.2 KM) THRU ORCHARD TO A T DRIVE BETWEEN
 NG0736'ORCHARDS, TURN RIGHT AND GO SOUTH FOR 80 FT (24.4 M) TO STATION ON
 NG0736'RIGHT.
 NG0736'
 NG0736'STATION IS 10 CM ABOVE GROUND.  IT IS 41.0 FT (12.5 M) SOUTHEAST AN
 NG0736'FROM OAK TREE, 30.0 FT (9.1 M) WEST FROM CENTER OF DRIVE, 17.0 FT
 NG0736'(5.2 M) NORTHEAST FROM AN OAK TREE AND 1.0 FT (0.3 M) NORTH-NORTHEAST
 NG0736'FROM METAL WITNESS POST WITH SIGN.
 NG0736
 NG0736                          STATION RECOVERY (1993)
 NG0736
 NG0736'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0736'STATION IS LOCATED IN QUAD 420862 ON THE SISTER LAKES QUADRANGLE MAP.
 NG0736'IT IS IN THE SOUTHEAST 1/4, SECTION 23, T-4-S, R-17-W, BAINBRIDGE
 NG0736'TOWNSHIP.  ABOUT 11.0 MILES NORTHWEST FROM DOWAGIAC, 10.0 MILES EAST
 NG0736'FROM BENTON HARBOR, 6.0 MILES SOUTH FROM WATERVLIET AND ON THE
 NG0736'PROPERTY OF MR. FRANK DIVIS AT 859 SOUTH ARENT ROAD, WATERVLIET, MI,
 NG0736'49098. PHONE 616-463-5090.
 NG0736'
 NG0736'TO REACH FROM THE INTERSTATE HIGHWAY I-94 AND STATE HIGHWAY M-140,
 NG0736'EXIT 41 ABOUT 0.5 MILE SOUTH FROM WATERVLIET, GO SOUTH ALONG STATE
 NG0736'HIGHWAY M-140 FOR 4.35 MILES TO TERRITORIAL ROAD.  GO EAST ALONG
 NG0736'TERRITORIAL ROAD FOR 0.5 MILES TO ARENT ROAD. GO SOUTH ALONG ARENT
 NG0736'ROAD FOR 0.8 MILES TO DRIVE ON THE LEFT AT TOP OF HILL. GO EAST PAST
 NG0736'HOUSE FOR 0.1 MILE TO BEND RIGHT. FOLLOW RIGHT AND GO SOUTH FOR ABOUT
 NG0736'300 FEET TO FORK LEFT. GO EAST FOR 0.1 MILE THROUGH ORCHARD TO A T
 NG0736'DRIVE BETWEEN ORCHARDS. GO SOUTH FOR 80 FEET TO STATION ON RIGHT AS
 NG0736'DESCRIBED.
 NG0736'
 NG0736'STATION IS 41.0 FEET SOUTHEAST FROM AN OAK TREE, 30.0 FEET WEST FROM
 NG0736'CENTER OF DRIVE, 17.0 FEET NORTHEAST FROM AN OAK TREE AND 1.0 FEET
 NG0736'NORTHEAST FROM METAL WITNESS POST WITH SIGN.
 NG0736
 NG0736                          STATION RECOVERY (2023)
 NG0736
 NG0736'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NG0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1461 ***********************************************************************
 NE1461  DESIGNATION -  DIX
 NE1461  PID         -  NE1461
 NE1461  STATE/COUNTY-  MI/WASHTENAW
 NE1461  COUNTRY     -  US
 NE1461  USGS QUAD   -  DENTON (2017)
 NE1461
 NE1461                         *CURRENT SURVEY CONTROL
 NE1461  ______________________________________________________________________
 NE1461* NAD 83(2011) POSITION- 42 20 02.80938(N) 083 35 24.41076(W)   ADJUSTED
 NE1461* NAD 83(2011) ELLIP HT-   237.369 (meters)        (06/27/12)   ADJUSTED
 NE1461* NAD 83(2011) EPOCH   -  2010.00
 NE1461* NAVD 88 ORTHO HEIGHT -   271.3   (meters)      890.    (feet) GPS OBS
 NE1461  ______________________________________________________________________
 NE1461  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1461  GEOID HEIGHT    -         -33.82 (meters)                     GEOID93
 NE1461  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 NE1461  NAD 83(2011) X  -    527,195.121 (meters)                     COMP
 NE1461  NAD 83(2011) Y  - -4,692,740.854 (meters)                     COMP
 NE1461  NAD 83(2011) Z  -  4,273,270.864 (meters)                     COMP
 NE1461  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 NE1461
 NE1461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1461  Standards:
 NE1461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1461  -------------------------------------------------------------------
 NE1461  NETWORK   14.85  20.31           6.63   5.33  10.36      0.15849058
 NE1461  -------------------------------------------------------------------
 NE1461  Click here for local accuracies and other accuracy information.
 NE1461
 NE1461.The horizontal coordinates were established by GPS observations
 NE1461.and adjusted by the National Geodetic Survey in June 2012.
 NE1461
 NE1461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1461.been affixed to the stable North American tectonic plate. See 
 NE1461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1461
 NE1461.The horizontal coordinates are valid at the epoch date displayed above
 NE1461.which is a decimal equivalence of Year/Month/Day.
 NE1461
 NE1461.The orthometric height was determined by GPS observations and a
 NE1461.high-resolution geoid model.
 NE1461
 NE1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1461.GEOID18 height accuracy estimate available here.
 NE1461
 NE1461.Click photographs - Photos may exist for this station.
 NE1461
 NE1461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1461
 NE1461.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1461
 NE1461.The ellipsoidal height was determined by GPS observations
 NE1461.and is referenced to NAD 83.
 NE1461
 NE1461. The following values were computed from the NAD 83(2011) position.
 NE1461
 NE1461;                    North         East     Units Scale Factor Converg.
 NE1461;SPC MI S     -    92,946.825 4,063,996.385   MT  0.99995280   +0 31 42.5
 NE1461;SPC MI S     -   304,943.65 13,333,321.47   iFT  0.99995280   +0 31 42.5
 NE1461;UTM  17      - 4,690,122.945   286,611.808   MT  1.00016029   -1 44 41.9
 NE1461
 NE1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1461!SPC MI S     -   0.99996277  x   0.99995280  =   0.99991558
 NE1461!UTM  17      -   0.99996277  x   1.00016029  =   1.00012306
 NE1461
 NE1461:                Primary Azimuth Mark                     Grid Az
 NE1461:SPC MI S     -  NIEMSHACK                                087 46 18.5
 NE1461:UTM  17      -  NIEMSHACK                                090 02 42.9
 NE1461
 NE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8661190122(NAD 83)
 NE1461
 NE1461|---------------------------------------------------------------------|
 NE1461| PID    Reference Object                     Distance      Geod. Az  |
 NE1461|                                                           dddmmss.s |
 NE1461| CG9982 DIX AZ MK                                          0064934.4 |
 NE1461| NE1455 MAYBURY SANITARIUM TALL STACK       APPROX.11.4 KM 0235755.1 |
 NE1461| NE1457 DETROIT HSE OF WOMENS TK            APPROX. 9.2 KM 0381005.2 |
 NE1461| NE1458 DETROIT HOUSE OF CORR MENS STK      APPROX. 8.5 KM 0430400.9 |
 NE1461| NE1459 DETROIT HOUSE OF MENS TK            APPROX. 8.4 KM 0431148.4 |
 NE1461| NE1448 NIEMSHACK                           APPROX.17.0 KM 0881801.0 |
 NE1461| CG9983 DIX RM 1                             32.602 METERS 10244     |
 NE1461| NE1460 LELAND SANITARIUM WATER TANK        APPROX. 7.0 KM 1621624.8 |
 NE1461| NE1474 YPSILANTI OLD NORMAL SCH SPIRE      APPROX.10.1 KM 1952616.7 |
 NE1461| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX.10.2 KM 1961021.6 |
 NE1461| NE1485 YPSILANTI WASHTENAW CC TANK         APPROX.11.2 KM 2072131.5 |
 NE1461| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX.13.3 KM 2434305.1 |
 NE1461| NE1465 ANN ARBOR COLL HOSP FLAGSTAFF       APPROX.12.9 KM 2435937.2 |
 NE1461| NE1462 ANN ARBOR FIRST METH CH SPIRE       APPROX.13.8 KM 2442547.0 |
 NE1461| CG9984 DIX RM 2                             28.803 METERS 25227     |
 NE1461| NE1468 SOUTH LYON MUNICIPAL TANK           APPROX.15.5 KM 3363837.4 |
 NE1461| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.27.2 KM 3442828.3 |
 NE1461|---------------------------------------------------------------------|
 NE1461
 NE1461                          SUPERSEDED SURVEY CONTROL
 NE1461
 NE1461  NAD 83(2007)-  42 20 02.80959(N)    083 35 24.41146(W) AD(2002.00) 0
 NE1461  ELLIP H (02/10/07)  237.368  (m)                       GP(2002.00)    
 NE1461  ELLIP H (07/12/02)  237.414  (m)                       GP(       ) 4 1
 NE1461  NAD 83(1994)-  42 20 02.80989(N)    083 35 24.41104(W) AD(       ) 1
 NE1461  ELLIP H (02/03/97)  237.456  (m)                       GP(       ) 4 1
 NE1461  NAD 83(1986)-  42 20 02.81465(N)    083 35 24.43497(W) AD(       ) 1
 NE1461  NAD 83(1986)-  42 20 02.81415(N)    083 35 24.43848(W) AD(       ) 1
 NE1461  NAD 27      -  42 20 02.68200(N)    083 35 24.65600(W) AD(       ) 1
 NE1461
 NE1461.Superseded values are not recommended for survey control.
 NE1461
 NE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1461.See file dsdata.pdf to determine how the superseded data were derived.
 NE1461
 NE1461_MARKER: DS = TRIANGULATION STATION DISK
 NE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1461_STAMPING: DIX 1932
 NE1461_MARK LOGO: CGS
 NE1461_PROJECTION: RECESSED 8 CENTIMETERS
 NE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1461+STABILITY: SURFACE MOTION
 NE1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1461+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2025
 NE1461
 NE1461  HISTORY     - Date     Condition        Report By
 NE1461  HISTORY     - 1932     MONUMENTED       CGS
 NE1461  HISTORY     - 1934     GOOD             CGS
 NE1461  HISTORY     - 1943     GOOD             CGS
 NE1461  HISTORY     - 1980     GOOD             MIDH
 NE1461  HISTORY     - 19931101 GOOD             AYLENO
 NE1461  HISTORY     - 20200708 GOOD             MCA
 NE1461  HISTORY     - 20250613 GOOD             MIDT
 NE1461
 NE1461                          STATION DESCRIPTION
 NE1461
 NE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1461'ABOUT 9 MILES NE OF ANN ARBOR, 4 MILES NE OF DIXBORO, 7 MILES SW OF
 NE1461'PLYMOUTH, ON HIGHEST GROUND IN PASTURE ON LAND OWNED BY WILLIAM GREER,
 NE1461'OF PLYMOUTH, 30 FEET N OF RAIL FENCE, 235 FEET E OF CENTER LINE OF
 NE1461'GRAVEL ROAD, 210 FEET E OF WIRE FENCE, AND 77 FEET W OF A LONE 24 INCH
 NE1461'OAK TREE IN PASTURE.
 NE1461'
 NE1461'TO REACH FROM ANN ARBOR, GO E 5 MILES ON U.S. ROUTE 12 TO DIXBORO,
 NE1461'CONTINUE E 3.9 MILES ON U.S. ROUTE 12 TO OLD ROAD TO S WHICH IS ABOUT
 NE1461'1/4 MILE E OF SMALL CENETERY ON N SIDE OF HIGHWAY, TURN S ONTO DIRT
 NE1461'ROAD, CONTINUE 0.3 MILE TO CROSSROADS, PROCEED E 235 FEET, AND
 NE1461'CONTINUE TO STATION SITE IN PASTURE.
 NE1461'
 NE1461'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS IN CONCRETE, NOTES 1A.
 NE1461'AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND AZIMUTH
 NE1461'MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1461'
 NE1461'REFERENCE MARK 1 PROJECTS 6 INCHES, IS ON RAIL FENCELINE, 135 FEET W
 NE1461'OF 24-INCH OAK TREE IN PASTURE, AND 106.98 FEET FROM STATION IN
 NE1461'AZIMUTH 282 DEG 44 MIN.
 NE1461'
 NE1461'REFERENCE MARK 2 PROJECTS 5 INCHES, IS ON RAIL FENCELINE, 150 FEET E
 NE1461'OF WIRE FENCE, 10 FEET NE OF GROUP OF SMALL OAK TREES, AND 94.59 FEET
 NE1461'FROM STATION IN AZIMUTH 72 DEG 27 MIN.
 NE1461'
 NE1461'AZIMUTH MARK PROJECTS 4 INCHES, IS ON RIGHT-OF-WAY OF U.S. ROUTE 12,
 NE1461'1.5 FEET S OF RIGHT-OF-WAY FENCE, 100 YARDS E OF LARGE BRICK HOUSE ON
 NE1461'N SIDE OF ROAD, 58 FEET N OF CENTER LINE OF PAVEMENT, AND
 NE1461'APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH 186 DEG 49 MIN 33 SEC.
 NE1461
 NE1461                          STATION RECOVERY (1943)
 NE1461
 NE1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1461'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN NOTES 1A,
 NE1461'7A, AND 11A RESPECTIVELY.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH
 NE1461'MARK, BUT IT WAS NOT FOUND.  IT IS BELIEVED TO HAVE BEEN DESTROYED.  A
 NE1461'COMPLETE NEW DESCRIPTION FOLLOWS-
 NE1461'
 NE1461'STATION IS LOCATED ABOUT 4.0 MILES E OF DIXBORO AND 0.3 MILE S OF U.S.
 NE1461'HIGHWAY 12 AT THE S EDGE OF A PASTURE FIELD ON LAND OWNED BY WILLIAM
 NE1461'GREER OF PLYMOUTH.  THE MARK IS SET ABOUT 100 YARDS N OF THE E FACE OF
 NE1461'A WHITE FRAME 1-STORY HOUSE AND 13.4 FEET N OF AN E-W FENCELINE.  THE
 NE1461'DISK IS STAMPED DIX 1932.
 NE1461'
 NE1461'REFERENCE MARK 1 IS 106.96 FEET ESE OF THE STATION AND 12.9 FEET S OF
 NE1461'THE E-W FENCELINE.  THE DISK IS STAMPED DIX NO 1 1932.
 NE1461'
 NE1461'REFERENCE MARK 2 IS 94.50 FEET WSW OF THE STATION AND 12.2 FEET S OF
 NE1461'THE E-W FENCELINE.  THE DISK IS STAMPED DIX NO 2 1932.
 NE1461'
 NE1461'TO REACH THE STATION FROM THE JUNCTION OF VORHIES ROAD AND U.S.
 NE1461'HIGHWAY 12, WHICH IS ABOUT 1.0 MILE E OF THE VILLAGE OF DIXBORO, GO E
 NE1461'ON U.S. HIGHWAY 12 FOR 3.2 MILES TO A WIRE GATE ON THE RIGHT.  TURN
 NE1461'RIGHT INTO A PASTURE FIELD AND GO S ACROSS THE PASTURE FOR 0.35 MILE
 NE1461'TO THE STATION AT THE S EDGE OF THE FIELD AS DESCRIBED.
 NE1461
 NE1461                          STATION RECOVERY (1980)
 NE1461
 NE1461'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1461'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 NE1461'CONDITION.  THE ANGLE AND DISTANCES CHECK BETWEEN STATION AND
 NE1461'REFERENCE MARKS.  METAL WITNESS POSTS WITH SIGNS WERE SET BY THE
 NE1461'REFERENCE TO AID IN THEIR FUTURE RECOVERY.
 NE1461
 NE1461                          STATION RECOVERY (1993)
 NE1461
 NE1461'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1461'RECOVERED AS DESCRIBED.
 NE1461
 NE1461                          STATION RECOVERY (2020)
 NE1461
 NE1461'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE1461'70.5 FT (21.5 M) NORTH OF THE WEST DRIVEWAY POST TO RESIDENCE 8730, 73
 NE1461'FT (22.3 M) NORTHWEST OF EAST DRIVEWAY POST TO RESIDENCE 8730, 35 FT
 NE1461'(10.7 M) NORTH OF NORTH EDGE OF GRAVEL ROAD, GNSS OBSERVATIONS ARE
 NE1461'POSSIBLE IN LEAF OFF CONDITIONS.
 NE1461
 NE1461                          STATION RECOVERY (2025)
 NE1461
 NE1461'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NE1461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0119 ***********************************************************************
 QK0119  DESIGNATION -  DNR
 QK0119  PID         -  QK0119
 QK0119  STATE/COUNTY-  MI/CHEBOYGAN
 QK0119  COUNTRY     -  US
 QK0119  USGS QUAD   -  BURT LAKE (2017)
 QK0119
 QK0119                         *CURRENT SURVEY CONTROL
 QK0119  ______________________________________________________________________
 QK0119* NAD 83(1986) POSITION- 45 23 49.     (N) 084 37 42.     (W)   SCALED
 QK0119* NAVD 88 ORTHO HEIGHT -   205.946 (meters)      675.67  (feet) ADJUSTED
 QK0119  ______________________________________________________________________
 QK0119  GEOID HEIGHT    -        -35.273 (meters)                     GEOID18
 QK0119  DYNAMIC HEIGHT  -        205.945 (meters)      675.67  (feet) COMP
 QK0119  MODELED GRAVITY -    980,604.4   (mgal)                       NAVD 88
 QK0119
 QK0119  VERT ORDER      -  FIRST     CLASS I
 QK0119
 QK0119.The horizontal coordinates were scaled from a map and have
 QK0119.an estimated accuracy of +/- 6 seconds.
 QK0119
 QK0119.The orthometric height was determined by differential leveling and
 QK0119.adjusted by the NATIONAL GEODETIC SURVEY
 QK0119.in June 1991.
 QK0119
 QK0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0119.GEOID18 height accuracy estimate available here.
 QK0119
 QK0119.Click photographs - Photos may exist for this station.
 QK0119
 QK0119.The dynamic height is computed by dividing the NAVD 88
 QK0119.geopotential number by the normal gravity value computed on the
 QK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0119.degrees latitude (g = 980.6199 gals.).
 QK0119
 QK0119.The modeled gravity was interpolated from observed gravity values.
 QK0119
 QK0119;                    North         East    Units  Estimated Accuracy
 QK0119;SPC MI C     -   231,200.    5,979,510.      MT  (+/- 180 meters Scaled)
 QK0119
 QK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR856297(NAD 83)
 QK0119
 QK0119                          SUPERSEDED SURVEY CONTROL
 QK0119
 QK0119.No superseded survey control is available for this station.
 QK0119
 QK0119_MARKER: I = METAL ROD
 QK0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0119_SP_SET: STEEL ROD
 QK0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0119+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 QK0119
 QK0119  HISTORY     - Date     Condition        Report By
 QK0119  HISTORY     - 1973     MONUMENTED       USLS
 QK0119  HISTORY     - 1973     GOOD             USLS
 QK0119  HISTORY     - 20091020 GOOD             WADTRI
 QK0119
 QK0119                          STATION DESCRIPTION
 QK0119
 QK0119'DESCRIBED BY US LAKE SURVEY 1973
 QK0119'0.6 MI SW FROM INDIAN RIVER.
 QK0119'DNR IS IN CHEBOYGAN COUNTY, MICHIGAN, 0.68 MILE SOUTHWESTERLY ALONG
 QK0119'HWYS. M-27 AND M-68 FROM BRIDGE OVER STURGEON RIVER, JUST SOUTH
 QK0119'OF CITY LIMITS OF INDIAN RIVER, MICHIGAN, 120 FEET EAST
 QK0119'CENTERLINE OF HIGHWAY, 24.8 FEET SOUTH CENTERLINE OF NORTH
 QK0119'ENTRANCE DRIVE TO THE FIELD OFFICE OF THE, DEPT. OF NATURAL
 QK0119'RESOURCES, STATE OF MICHIGAN, 11.1 FEET EAST OF 11-INCH DIAMETER
 QK0119'OAK, 4.0 FEET NORTH AND IN LINE WITH WEST FACE OF BUILDING
 QK0119'NO. 81119, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 QK0119'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 25 FEET
 QK0119'LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED DNR 1973.
 QK0119
 QK0119                          STATION RECOVERY (2009)
 QK0119
 QK0119'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2009 (NLG)
 QK0119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0415 ***********************************************************************
 RJ0415  DESIGNATION -  DOCK
 RJ0415  PID         -  RJ0415
 RJ0415  STATE/COUNTY-  MI/MACKINAC
 RJ0415  COUNTRY     -  US
 RJ0415  USGS QUAD   -  NAUBINWAY (2017)
 RJ0415
 RJ0415                         *CURRENT SURVEY CONTROL
 RJ0415  ______________________________________________________________________
 RJ0415* NAD 83(1986) POSITION- 46 05 31.     (N) 085 26 35.     (W)   SCALED
 RJ0415* NAVD 88 ORTHO HEIGHT -   179.986 (meters)      590.50  (feet) ADJUSTED
 RJ0415  ______________________________________________________________________
 RJ0415  GEOID HEIGHT    -        -34.972 (meters)                     GEOID18
 RJ0415  DYNAMIC HEIGHT  -        179.996 (meters)      590.54  (feet) COMP
 RJ0415  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 RJ0415
 RJ0415  VERT ORDER      -  FIRST     CLASS 0
 RJ0415
 RJ0415.The horizontal coordinates were scaled from a map and have
 RJ0415.an estimated accuracy of +/- 6 seconds.
 RJ0415
 RJ0415.The orthometric height was determined by differential leveling and
 RJ0415.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0415.in June 1991.
 RJ0415
 RJ0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0415.GEOID18 height accuracy estimate available here.
 RJ0415
 RJ0415.Click photographs - Photos may exist for this station.
 RJ0415
 RJ0415.The dynamic height is computed by dividing the NAVD 88
 RJ0415.geopotential number by the normal gravity value computed on the
 RJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0415.degrees latitude (g = 980.6199 gals.).
 RJ0415
 RJ0415.The modeled gravity was interpolated from observed gravity values.
 RJ0415
 RJ0415;                    North         East    Units  Estimated Accuracy
 RJ0415;SPC MI N     -   146,630.    8,120,390.      MT  (+/- 180 meters Scaled)
 RJ0415
 RJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS203054(NAD 83)
 RJ0415
 RJ0415                          SUPERSEDED SURVEY CONTROL
 RJ0415
 RJ0415  NGVD 29 (??/??/92)  180.025  (m)          590.63   (f) ADJ UNCH    1 0
 RJ0415
 RJ0415.Superseded values are not recommended for survey control.
 RJ0415
 RJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0415.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0415
 RJ0415_MARKER: Q = CHISELED SQUARE
 RJ0415_SETTING: 80 = SET IN A BOULDER
 RJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0415+STABILITY: SURFACE MOTION
 RJ0415
 RJ0415  HISTORY     - Date     Condition        Report By
 RJ0415  HISTORY     - UNK      MONUMENTED       USLS
 RJ0415  HISTORY     - 1972     GOOD             NGS
 RJ0415  HISTORY     - 20171011 MARK NOT FOUND   WHG
 RJ0415
 RJ0415                          STATION DESCRIPTION
 RJ0415
 RJ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0415'AT NAUBINWAY.
 RJ0415'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0415'CHURCH AT NAUBINWAY, THENCE ABOUT 0.25 MILE SOUTH ALONG A
 RJ0415'STREET, THENCE ABOUT 0.05 MILE EAST ALONG A BLACK TOP STREET,
 RJ0415'50 1/2 FEET NORTH OF THE CENTER LINE OF THE STREET, 58 FEET
 RJ0415'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 RJ0415'NORTHEAST TO A SMALL DOCK, 30 FEET NORTHWEST OF POWER POLE
 RJ0415'NY 2 202B-150 N, A 2-INCH OUTLINED SQUARE ON THE TOP OF THE
 RJ0415'NORTH EDGE OF A 5 X 3-FOOT BOULDER WHICH PROJECTS 1 FOOT AND
 RJ0415'IS ABOUT LEVEL WITH THE STREET.
 RJ0415
 RJ0415                          STATION RECOVERY (2017)
 RJ0415
 RJ0415'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 RJ0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0077 ***********************************************************************
 RJ0077  DESIGNATION -  DODD
 RJ0077  PID         -  RJ0077
 RJ0077  STATE/COUNTY-  MI/CHIPPEWA
 RJ0077  COUNTRY     -  US
 RJ0077  USGS QUAD   -  PICKFORD (2017)
 RJ0077
 RJ0077                         *CURRENT SURVEY CONTROL
 RJ0077  ______________________________________________________________________
 RJ0077* NAD 83(1986) POSITION- 46 09 30.     (N) 084 16 57.     (W)   SCALED
 RJ0077* NAVD 88 ORTHO HEIGHT -   208.732 (meters)      684.81  (feet) ADJUSTED
 RJ0077  ______________________________________________________________________
 RJ0077  GEOID HEIGHT    -        -36.298 (meters)                     GEOID18
 RJ0077  DYNAMIC HEIGHT  -        208.741 (meters)      684.84  (feet) COMP
 RJ0077  MODELED GRAVITY -    980,650.1   (mgal)                       NAVD 88
 RJ0077
 RJ0077  VERT ORDER      -  FIRST     CLASS 0
 RJ0077
 RJ0077.The horizontal coordinates were scaled from a map and have
 RJ0077.an estimated accuracy of +/- 6 seconds.
 RJ0077
 RJ0077.The orthometric height was determined by differential leveling and
 RJ0077.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0077.in June 1991.
 RJ0077
 RJ0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0077.GEOID18 height accuracy estimate available here.
 RJ0077
 RJ0077.Click photographs - Photos may exist for this station.
 RJ0077
 RJ0077.The dynamic height is computed by dividing the NAVD 88
 RJ0077.geopotential number by the normal gravity value computed on the
 RJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0077.degrees latitude (g = 980.6199 gals.).
 RJ0077
 RJ0077.The modeled gravity was interpolated from observed gravity values.
 RJ0077
 RJ0077;                    North         East    Units  Estimated Accuracy
 RJ0077;SPC MI N     -   156,420.    8,209,840.      MT  (+/- 180 meters Scaled)
 RJ0077
 RJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098152(NAD 83)
 RJ0077
 RJ0077                          SUPERSEDED SURVEY CONTROL
 RJ0077
 RJ0077  NGVD 29 (??/??/92)  208.69   (m)          684.7    (f) COMPUTED    1 0
 RJ0077
 RJ0077.Superseded values are not recommended for survey control.
 RJ0077
 RJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0077.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0077
 RJ0077_MARKER: Z = SEE DESCRIPTION
 RJ0077_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0077+WITH SETTING: INTO GROUND
 RJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0077+STABILITY: SURFACE MOTION
 RJ0077
 RJ0077  HISTORY     - Date     Condition        Report By
 RJ0077  HISTORY     - 1960     MONUMENTED       NONE
 RJ0077  HISTORY     - 1972     GOOD             USLS
 RJ0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0077  HISTORY     - 20001010 GOOD             WOOLPT
 RJ0077
 RJ0077                          STATION DESCRIPTION
 RJ0077
 RJ0077'DESCRIBED BY US LAKE SURVEY 1972
 RJ0077'3.8 MI E FROM PICKFORD.
 RJ0077'DODD IS IN CHIPPEWA COUNTY, MICHIGAN, 3.8 MILES EAST ALONG
 RJ0077'GOGOMAIN ROAD FROM POST OFFICE IN PICKFORD, 109 FEET WEST
 RJ0077'SOUTHWEST OF UTILITY POLE NO. PD2/55/28A, 78.9 FEET SOUTH OF
 RJ0077'SOUTHWEST CORNER AND IN LINE WITH WEST FACE OF WHITE FRAME
 RJ0077'DWELLING OCCUPIED BY MARVIN DODD, 50.0 FEET SOUTHWEST OF A
 RJ0077'24-INCH ELM, 46 FEET NORTH OF CENTERLINE OF GOGOMAIN ROAD, 18.3
 RJ0077'FEET EAST OF SOUTHEAST OF A 36-INCH PINE, 17.3 FEET WEST OF A
 RJ0077'UTILITY POLE, 1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 RJ0077'POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 35 FEET
 RJ0077'LONG.
 RJ0077
 RJ0077                          STATION RECOVERY (1983)
 RJ0077
 RJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0077'NOT RECOVERED, AREA OF LAWN HAS BEEN FILLED IN.
 RJ0077
 RJ0077                          STATION RECOVERY (2000)
 RJ0077
 RJ0077'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0580 ***********************************************************************
 QL0580  DESIGNATION -  DOLLAR
 QL0580  PID         -  QL0580
 QL0580  STATE/COUNTY-  MI/DICKINSON
 QL0580  COUNTRY     -  US
 QL0580  USGS QUAD   -  CARNEY LAKE (2017)
 QL0580
 QL0580                         *CURRENT SURVEY CONTROL
 QL0580  ______________________________________________________________________
 QL0580* NAD 83(1994) POSITION- 45 55 23.81817(N) 087 57 45.31542(W)   ADJUSTED
 QL0580* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 QL0580  ______________________________________________________________________
 QL0580  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 QL0580  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 QL0580  HORZ ORDER      -  SECOND
 QL0580
 QL0580.The horizontal coordinates were established by classical geodetic methods
 QL0580.and adjusted by the National Geodetic Survey in February 1997.
 QL0580
 QL0580.The orthometric height was scaled from a topographic map.
 QL0580
 QL0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0580.GEOID18 height accuracy estimate available here.
 QL0580
 QL0580.Click photographs - Photos may exist for this station.
 QL0580
 QL0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0580
 QL0580. The following values were computed from the NAD 83(1994) position.
 QL0580
 QL0580;                    North         East     Units Scale Factor Converg.
 QL0580;SPC MI N     -   127,152.146 7,925,339.410   MT  0.99992269   -0 41 44.7
 QL0580;SPC MI N     -   417,165.83 26,001,769.72   iFT  0.99992269   -0 41 44.7
 QL0580;UTM  16      - 5,085,974.189   425,361.777   MT  0.99966848   -0 41 29.6
 QL0580
 QL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0580!SPC MI N     -   0.99994468  x   0.99992269  =   0.99986738
 QL0580!UTM  16      -   0.99994468  x   0.99966848  =   0.99961318
 QL0580
 QL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2536185974(NAD 83)
 QL0580
 QL0580|---------------------------------------------------------------------|
 QL0580| PID    Reference Object                     Distance      Geod. Az  |
 QL0580|                                                           dddmmss.s |
 QL0580| CJ4852 DOLLAR RM 1                          10.465 METERS 20421     |
 QL0580| CJ4853 DOLLAR RM 2                           8.278 METERS 26212     |
 QL0580|---------------------------------------------------------------------|
 QL0580
 QL0580                          SUPERSEDED SURVEY CONTROL
 QL0580
 QL0580  NAD 83(1991)-  45 55 23.81592(N)    087 57 45.31276(W) AD(       ) 2
 QL0580  NAD 83(1986)-  45 55 23.81694(N)    087 57 45.31170(W) AD(       ) 2
 QL0580  NAD 27      -  45 55 23.98600(N)    087 57 44.84300(W) AD(       ) 2
 QL0580
 QL0580.Superseded values are not recommended for survey control.
 QL0580
 QL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0580.See file dsdata.pdf to determine how the superseded data were derived.
 QL0580
 QL0580_MARKER: DS = TRIANGULATION STATION DISK
 QL0580_SETTING: 66 = SET IN ROCK OUTCROP
 QL0580_STAMPING: DOLLAR 1954
 QL0580_MARK LOGO: CGS
 QL0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0580+STABILITY: POSITION/ELEVATION WELL
 QL0580
 QL0580  HISTORY     - Date     Condition        Report By
 QL0580  HISTORY     - 1954     MONUMENTED       CGS
 QL0580
 QL0580                          STATION DESCRIPTION
 QL0580
 QL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0580'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF IRON MOUNTAIN AND
 QL0580'1/2 MILE EAST OF PINE CREEK ON A VERY HIGH AND HEAVY TIMBERED HILL.
 QL0580'THE TOP OF THIS HILL IS ALL EXPOSED FLINTROCK.  AS THERE ARE SEVERAL
 QL0580'SUCH ROCK TOPPED HILLS IN THE STATION VICINITY THE STATION HILL MAY BE
 QL0580'DIFFICULT TO FIND.  FOR THIS REASON THREE REFERENCE POINTS WERE
 QL0580'MARKED.  USING VULCAN LOOKOUT TOWER AS AN INITIAL (00 00), FOX LOOKOUT
 QL0580'TOWER IS AT AN ANGLE OF 55 DEGREES AND 56 MINUTES AND THE IRON
 QL0580'MOUNTAIN SKI SLIDE 71 DEGREES AND 44 MINUTES FROM THE STATION MARK.
 QL0580'ALL MARKS ARE CEMENTED IN DRILL HOLES IN THE EXPOSED FLINTROCK.  THE
 QL0580'STATION MARK IS STAMPED DOLLAR 1954.
 QL0580'
 QL0580'REFERENCE MARKS NO. 1 AND 2 ARE STAMPED DOLLAR NO 1 AND 2 1954.
 QL0580'
 QL0580'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 QL0580'
 QL0580'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND STATE
 QL0580'HIGHWAY 95 ABOUT 3 MILES NORTH OF IRON MOUNTAIN, GO NORTH ON STATE
 QL0580'HIGHWAY 95 FOR 4.1 MILES TO A GRAVEL CROSSROAD AND A TEXACO SERVICE
 QL0580'STATION ON THE LEFT, TURN RIGHT ONTO A GRAVEL ROAD AND GO EAST, NORTH
 QL0580'AND EAST AGAIN ON THE MAIN TRAVELED GRAVEL ROAD FOR 4.5 MILES TO A
 QL0580'WOODEN BRIDGE OVER PINE GREEK, CROSS THE BRIDGE AND CONTINUE FOR ABOUT
 QL0580'100 YARDS TO A DIRT SIDE ROAD RIGHT AND A SIGN GORDONS CAMP.  THIS
 QL0580'ROAD IS CLOSED TO PUBLIC TRAVEL AND THIS POINT IS THE END OF TRUCK
 QL0580'TRAVEL.  FROM THIS POINT PACK SOUTHEAST ON A TRACK ROAD FOR ABOUT 0.3
 QL0580'MILE TO A FORK, TAKE THE LEFT FORK AND PACK EASTERLY FOR ABOUT 0.05
 QL0580'MILE TO GORDONS CABIN, FROM HERE PACK SOUTHEASTERLY ALONG A BLAZED
 QL0580'TRAIL FOR ABOUT ONE HOUR TO THE STATION HILL AND THE STATION AS
 QL0580'DESCRIBED.
 QL0580'
 QL0580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1182 ***********************************************************************
 RJ1182  DESIGNATION -  DOLLAR
 RJ1182  PID         -  RJ1182
 RJ1182  STATE/COUNTY-  MI/MACKINAC
 RJ1182  COUNTRY     -  US
 RJ1182  USGS QUAD   -  GARNET (2017)
 RJ1182
 RJ1182                         *CURRENT SURVEY CONTROL
 RJ1182  ______________________________________________________________________
 RJ1182* NAD 83(1994) POSITION- 46 12 01.29990(N) 085 19 01.23238(W)   ADJUSTED
 RJ1182* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 RJ1182  ______________________________________________________________________
 RJ1182  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 RJ1182  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 RJ1182  HORZ ORDER      -  THIRD
 RJ1182
 RJ1182.The horizontal coordinates were established by classical geodetic methods
 RJ1182.and adjusted by the National Geodetic Survey in February 1997.
 RJ1182
 RJ1182.The orthometric height was scaled from a topographic map.
 RJ1182
 RJ1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1182.GEOID18 height accuracy estimate available here.
 RJ1182
 RJ1182.Click photographs - Photos may exist for this station.
 RJ1182
 RJ1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1182
 RJ1182. The following values were computed from the NAD 83(1994) position.
 RJ1182
 RJ1182;                    North         East     Units Scale Factor Converg.
 RJ1182;SPC MI N     -   158,872.811 8,129,876.430   MT  0.99990393   +1 12 59.2
 RJ1182;SPC MI N     -   521,236.26 26,672,822.93   iFT  0.99990393   +1 12 59.2
 RJ1182;UTM  16      - 5,117,685.996   629,845.952   MT  0.99980726   +1 12 53.6
 RJ1182
 RJ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1182!SPC MI N     -   0.99996504  x   0.99990393  =   0.99986898
 RJ1182!UTM  16      -   0.99996504  x   0.99980726  =   0.99977231
 RJ1182
 RJ1182:                Primary Azimuth Mark                     Grid Az
 RJ1182:SPC MI N     -  DOLLAR AZ MK                             291 48 42.4
 RJ1182:UTM  16      -  DOLLAR AZ MK                             291 48 48.0
 RJ1182
 RJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2984517685(NAD 83)
 RJ1182
 RJ1182|---------------------------------------------------------------------|
 RJ1182| PID    Reference Object                     Distance      Geod. Az  |
 RJ1182|                                                           dddmmss.s |
 RJ1182| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX. 8.8 KM 1193629.8 |
 RJ1182| CH1052 DOLLAR RM 1                          37.599 METERS 14858     |
 RJ1182| CH1053 DOLLAR RM 2                          30.878 METERS 25726     |
 RJ1182| CH1051 DOLLAR AZ MK                                       2930141.6 |
 RJ1182|---------------------------------------------------------------------|
 RJ1182
 RJ1182                          SUPERSEDED SURVEY CONTROL
 RJ1182
 RJ1182  NAD 83(1986)-  46 12 01.29403(N)    085 19 01.22981(W) AD(       ) 3
 RJ1182  NAD 27      -  46 12 01.28465(N)    085 19 00.91370(W) AD(       ) 3
 RJ1182
 RJ1182.Superseded values are not recommended for survey control.
 RJ1182
 RJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1182.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1182
 RJ1182_MARKER: DS = TRIANGULATION STATION DISK
 RJ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1182_STAMPING: DOLLAR 1965
 RJ1182_MARK LOGO: CGS
 RJ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1182+STABILITY: SURFACE MOTION
 RJ1182
 RJ1182  HISTORY     - Date     Condition        Report By
 RJ1182  HISTORY     - 1965     MONUMENTED       CGS
 RJ1182  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1182  HISTORY     - 19950815 GOOD             USPSQD
 RJ1182  HISTORY     - 20040909 POOR             MIDNR
 RJ1182
 RJ1182                          STATION DESCRIPTION
 RJ1182
 RJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1182'STATION IS ABOUT 6 MI (9.7 KM) NORTHWEST OF REXTON, 14-1/2 MI
 RJ1182'(23.33 KM) SOUTHEAST EAST OF NEWBERRY AND ON STATE OWNED PROPERTY.
 RJ1182'
 RJ1182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1182'ABOUT 3 MI (4.8 KM) SOUTH OF NEWBERRY, GO EAST ON MI 28 FOR 7.05 MI
 RJ1182'(11.34 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 RJ1182'GRAVELED ROAD FOR 4.2 MI (6.8 KM) TO THE HENDRICKS LOOKOUT TOWER ON
 RJ1182'THE LEFT.  CONTINUE SOUTHEAST AND SOUTH ON THE GRAVELED ROAD FOR 4.8
 RJ1182'MI (7.7 KM) TO A CROSSROAD.  TURN LEFT AND GO EASTERLY ON A SAND ROAD
 RJ1182'(DOLLAR LAKE TRUCK TRAIL) FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 RJ1182'LEFT.
 RJ1182'
 RJ1182'STATION MARKS ARE STANDARD DISKS STAMPED DOLLAR 1965.  THE SURFACE
 RJ1182'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 RJ1182'(13 CM).  IT IS 4 FT (1.2 M) SOUTHEAST OF A METAL WITNESS POST, 36 FT
 RJ1182'(11.0 M) SOUTHEAST OF A 20 INCH ELM TREE AND 49 FT (14.9 M) NORTHEAST
 RJ1182'OF THE CENTER OF A SAND ROAD.  THE UNDERGROUND DISK IS SET IN AN
 RJ1182'IRREGULAR MASS OF CONCRETE 44 INCHES (112 CM) BELOW THE SURFACE OF THE
 RJ1182'GROUND.
 RJ1182'
 RJ1182'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOLLAR NO 1 1965, IS SET
 RJ1182'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES (18 CM).  IT IS 2
 RJ1182'FT (0.6 M) NORTHEAST OF A METAL WITNESS POST AND 13 FT (4.0 M)
 RJ1182'SOUTHWEST OF THE CENTER OF THE SAND ROAD.
 RJ1182'
 RJ1182'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOLLAR NO 2 1965, IS SET
 RJ1182'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES (8 CM).  IT IS 23
 RJ1182'FT (7.0 M) SOUTHWEST OF THE CENTER OF THE SAND ROAD AND 105 FT
 RJ1182'(32.0 M) SOUTHEAST OF THE METAL WITNESS POST NEAR THE STATION.
 RJ1182'
 RJ1182'AZIMUTH MARK, A STANDARD DISK STAMPED DOLLAR 1965, IS SET IN A ROUND
 RJ1182'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES (10 CM).  IT IS 1 FT (0.3 M)
 RJ1182'EAST OF A METAL WITNESS POST AND 43 FT (13.1 M) NORTH OF THE CENTER OF
 RJ1182'A SAND ROAD.
 RJ1182'
 RJ1182'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON THE SAND
 RJ1182'ROAD FOR 0.2 MI (0.3 KM) TO A CROSSROAD.  CONTINUE WEST ON THE SAND
 RJ1182'ROAD FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT.
 RJ1182'
 RJ1182'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1182
 RJ1182                          STATION RECOVERY (1973)
 RJ1182
 RJ1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1182'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1182'DISTANCES MEASURED O.K. ORIGINAL DESCRIPTION ADEQUATE.
 RJ1182'
 RJ1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 6 MI
 RJ1182'(9.7 KM) NORTHWEST OF REXTON.
 RJ1182
 RJ1182                          STATION RECOVERY (1995)
 RJ1182
 RJ1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1182'RECOVERED IN GOOD CONDITION.
 RJ1182
 RJ1182                          STATION RECOVERY (2004)
 RJ1182
 RJ1182'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JAN)
 RJ1182'AZIMUTH MARK, USED BY MIDNR FOR GPS SURVEY CONTROL NETWORK, HAS BEEN
 RJ1182'DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0039 ***********************************************************************
 QK0039  DESIGNATION -  DOLOMITE
 QK0039  PID         -  QK0039
 QK0039  STATE/COUNTY-  MI/MACKINAC
 QK0039  COUNTRY     -  US
 QK0039  USGS QUAD   -  CEDARVILLE (2017)
 QK0039
 QK0039                         *CURRENT SURVEY CONTROL
 QK0039  ______________________________________________________________________
 QK0039* NAD 83(1986) POSITION- 45 59 19.     (N) 084 16 49.     (W)   SCALED
 QK0039* NAVD 88 ORTHO HEIGHT -   187.688 (meters)      615.77  (feet) ADJUSTED
 QK0039  ______________________________________________________________________
 QK0039  GEOID HEIGHT    -        -36.179 (meters)                     GEOID18
 QK0039  DYNAMIC HEIGHT  -        187.694 (meters)      615.79  (feet) COMP
 QK0039  MODELED GRAVITY -    980,642.0   (mgal)                       NAVD 88
 QK0039
 QK0039  VERT ORDER      -  FIRST     CLASS 0
 QK0039
 QK0039.The horizontal coordinates were scaled from a map and have
 QK0039.an estimated accuracy of +/- 6 seconds.
 QK0039
 QK0039.The orthometric height was determined by differential leveling and
 QK0039.adjusted by the NATIONAL GEODETIC SURVEY
 QK0039.in June 1991.
 QK0039
 QK0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0039.GEOID18 height accuracy estimate available here.
 QK0039
 QK0039.Click photographs - Photos may exist for this station.
 QK0039
 QK0039.The dynamic height is computed by dividing the NAVD 88
 QK0039.geopotential number by the normal gravity value computed on the
 QK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0039.degrees latitude (g = 980.6199 gals.).
 QK0039
 QK0039.The modeled gravity was interpolated from observed gravity values.
 QK0039
 QK0039;                    North         East    Units  Estimated Accuracy
 QK0039;SPC MI N     -   137,570.    8,210,660.      MT  (+/- 180 meters Scaled)
 QK0039
 QK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR106963(NAD 83)
 QK0039
 QK0039                          SUPERSEDED SURVEY CONTROL
 QK0039
 QK0039.No superseded survey control is available for this station.
 QK0039
 QK0039_MARKER: DD = SURVEY DISK
 QK0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0039_SP_SET: OVERPASS
 QK0039_MARK LOGO: USACE
 QK0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0039
 QK0039  HISTORY     - Date     Condition        Report By
 QK0039  HISTORY     - 1971     MONUMENTED       USACE
 QK0039  HISTORY     - 1972     GOOD             USLS
 QK0039  HISTORY     - 1983     GOOD             NGS
 QK0039  HISTORY     - 19940728 GOOD             USPSQD
 QK0039  HISTORY     - 19950712 GOOD             USPSQD
 QK0039  HISTORY     - 20010331 GOOD             NGS
 QK0039
 QK0039                          STATION DESCRIPTION
 QK0039
 QK0039'DESCRIBED BY US LAKE SURVEY 1972
 QK0039'4.3 MI E FROM CEDARVILLE.
 QK0039'DOLOMITE IS IN MACKINAC COUNTY, MICHIGAN, 4.3 MILES EAST ALONG HIGHWAY
 QK0039'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0039'ROAD) AT CEDARVILLE, IN SOUTH FACE OF NORTH RETAINING WALL OF
 QK0039'U.S. STEEL CORP. RAILROAD OVERPASS LEADING TO PORT DOLOMITE,
 QK0039'47 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 6.2 FEET EAST
 QK0039'OF WEST END OF WALL, 2 FEET ABOVE GROUND SURFACE, BEING HORIZONTAL
 QK0039'LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE WALL.
 QK0039
 QK0039                          STATION RECOVERY (1983)
 QK0039
 QK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.9 KM
 QK0039'(4.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0039'HIGHWAY 129 IN CEDARVILLE, AT THE U.S. STEEL CORPORATION RAILROAD
 QK0039'OVERPASS, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH CONCRETE
 QK0039'RETAINING WALL, ABOUT 0.6 METER (2.0 FT) ABOVE THE GROUND,
 QK0039'14.32 METERS (47.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0039'1.88 METERS (6.2 FT) EAST OF THE WEST END OF THE NORTH WALL.
 QK0039'THE MARK IS 0.9 M ABOVE HIGHWAY.
 QK0039
 QK0039                          STATION RECOVERY (1994)
 QK0039
 QK0039'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0039'RECOVERED IN GOOD CONDITION.
 QK0039
 QK0039                          STATION RECOVERY (1995)
 QK0039
 QK0039'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0039'RECOVERED IN GOOD CONDITION.
 QK0039
 QK0039                          STATION RECOVERY (2001)
 QK0039
 QK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1084 ***********************************************************************
 RJ1084  DESIGNATION -  DORGAN
 RJ1084  PID         -  RJ1084
 RJ1084  STATE/COUNTY-  MI/CHIPPEWA
 RJ1084  COUNTRY     -  US
 RJ1084  USGS QUAD   -  BRIMLEY (2017)
 RJ1084
 RJ1084                         *CURRENT SURVEY CONTROL
 RJ1084  ______________________________________________________________________
 RJ1084* NAD 83(1994) POSITION- 46 22 57.30330(N) 084 36 50.30375(W)   ADJUSTED
 RJ1084* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 RJ1084  ______________________________________________________________________
 RJ1084  GEOID HEIGHT    -        -36.329 (meters)                     GEOID18
 RJ1084  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 RJ1084  HORZ ORDER      -  SECOND
 RJ1084
 RJ1084.The horizontal coordinates were established by classical geodetic methods
 RJ1084.and adjusted by the National Geodetic Survey in February 1997.
 RJ1084
 RJ1084.The orthometric height was scaled from a topographic map.
 RJ1084
 RJ1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1084.GEOID18 height accuracy estimate available here.
 RJ1084
 RJ1084.Click photographs - Photos may exist for this station.
 RJ1084
 RJ1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1084
 RJ1084. The following values were computed from the NAD 83(1994) position.
 RJ1084
 RJ1084;                    North         East     Units Scale Factor Converg.
 RJ1084;SPC MI N     -   180,509.443 8,183,506.199   MT  0.99990427   +1 43 28.5
 RJ1084;SPC MI N     -   592,222.58 26,848,773.62   iFT  0.99990427   +1 43 28.5
 RJ1084;UTM  16      - 5,139,323.214   683,475.570   MT  1.00001381   +1 43 40.3
 RJ1084
 RJ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1084!SPC MI N     -   0.99997214  x   0.99990427  =   0.99987641
 RJ1084!UTM  16      -   0.99997214  x   1.00001381  =   0.99998595
 RJ1084
 RJ1084:                Primary Azimuth Mark                     Grid Az
 RJ1084:SPC MI N     -  DORGAN AZ MK                             177 11 08.7
 RJ1084:UTM  16      -  DORGAN AZ MK                             177 10 56.9
 RJ1084
 RJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8347539323(NAD 83)
 RJ1084
 RJ1084|---------------------------------------------------------------------|
 RJ1084| PID    Reference Object                     Distance      Geod. Az  |
 RJ1084|                                                           dddmmss.s |
 RJ1084| CH1055 DORGAN RM 1                          34.991 METERS 02621     |
 RJ1084| RJ1097 KINROSS LOOKOUT TOWER               APPROX.13.6 KM 1455008.8 |
 RJ1084| CH1056 DORGAN RM 2                          33.184 METERS 14937     |
 RJ1084| CH1054 DORGAN AZ MK                                       1785437.2 |
 RJ1084| RJ1122 RACO AFB WATER TANK                 APPROX.15.3 KM 2555015.6 |
 RJ1084| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.13.2 KM 2591229.0 |
 RJ1084|---------------------------------------------------------------------|
 RJ1084
 RJ1084                          SUPERSEDED SURVEY CONTROL
 RJ1084
 RJ1084  NAD 83(1986)-  46 22 57.29595(N)    084 36 50.30048(W) AD(       ) 2
 RJ1084  NAD 27      -  46 22 57.22193(N)    084 36 50.10587(W) AD(       ) 2
 RJ1084
 RJ1084.Superseded values are not recommended for survey control.
 RJ1084
 RJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1084.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1084
 RJ1084_MARKER: DS = TRIANGULATION STATION DISK
 RJ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1084_STAMPING: DORGAN 1965
 RJ1084_MARK LOGO: CGS
 RJ1084_PROJECTION: RECESSED 8 CENTIMETERS
 RJ1084_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1084+STABILITY: SURFACE MOTION
 RJ1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1084+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ1084
 RJ1084  HISTORY     - Date     Condition        Report By
 RJ1084  HISTORY     - 1965     MONUMENTED       CGS
 RJ1084  HISTORY     - 20121024 GOOD             MIDT
 RJ1084  HISTORY     - 20210921 GOOD             PROFLN
 RJ1084  HISTORY     - 20250528 GOOD             MIDT
 RJ1084
 RJ1084                          STATION DESCRIPTION
 RJ1084
 RJ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1084'STATION IS ABOUT 5-1/2 MILES EAST OF RACO, 2-1/2 MILES SOUTHWEST OF
 RJ1084'BRIMLEY, 1 MILE SOUTH OF DORGANS CROSSING, 0.45 MILE NORTH OF STATE
 RJ1084'HIGHWAY 28, IN THE SOUTHEAST 1/4 SECTION 13, T. 46 N., R. 3W., AT THE
 RJ1084'EAST EDGE OF AN OPEN FIELD AND ON PROPERTY OWNED BY THE SUTTON ESTATE.
 RJ1084'
 RJ1084'TO REACH THE STATION FROM THE POST OFFICE IN RACO, GO EAST ON STATE
 RJ1084'HIGHWAY 28 FOR 5.25 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 RJ1084'NORTHWEST ANGLE.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.45
 RJ1084'MILE TO THE STATION ON THE LEFT.
 RJ1084'
 RJ1084'STATION MARKS ARE STANDARD DISKS STAMPED DORGAN 1965.  THE SURFACE
 RJ1084'DISK IS SET IN A ROUND CONCRETE MOUNUMENT WHICH PROJECTS 2 INCHES.  IT
 RJ1084'IS 117 FEET SOUTHWEST OF A TELEPHONE POLE, 85 FEET WEST OF THE CENTER
 RJ1084'OF A GRAVELED ROAD, 68 FEET NORTHWEST OF A TELEPHONE POLE AND 20 FEET
 RJ1084'SOUTH OF THE CENTER OF A FIELD ROAD.  THE UNDERGROUND DISK IS SET IN
 RJ1084'AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 RJ1084'
 RJ1084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DORGAN NO 1 1965, IS SET
 RJ1084'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 82 FEET
 RJ1084'NORTH OF THE CENTER OF THE FIELD ROAD, 31 FEET WEST OF THE CENTER OF
 RJ1084'THE GRAVELED ROAD, 4 FEET SOUTH OF THE TELEPHONE POLE AND 1.7 FEET
 RJ1084'SOUTH OF A METAL WOTNESS POST.
 RJ1084'
 RJ1084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DORGAN NO 2 1965, IS SET
 RJ1084'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 100 FEET
 RJ1084'NORTH OF A TELEPHONE POLE, 50 FEET SOUTH OF THE TELEPHONE POLE, 29
 RJ1084'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 2.1 FEET SOUTH OF A
 RJ1084'METAL WITNESS POST.
 RJ1084'
 RJ1084'AZIMUTH MARK, A STANDARD DISK STAMPED DORGAN 1965, IS SET IN A ROUND
 RJ1084'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 57 FEET NORTH OF THE
 RJ1084'CENTER OF STATE HIGHWAY 28, 48 FEET WEST OF THE CENTER OF A GRAVELED
 RJ1084'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 RJ1084'
 RJ1084'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RJ1084
 RJ1084                          STATION RECOVERY (2012)
 RJ1084
 RJ1084'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (LEW)
 RJ1084'RECOVERED STATION MARK DORGAN, REFERENCE MARK NO. 1 AND THE AZIMUTH
 RJ1084'MARK.  REFERENCE MARK NO. 2 WAS APPARENTLY DESTROYED IN ROAD DITCHING
 RJ1084'OPERATIONS.
 RJ1084'
 RJ1084'STATION DORGAN IS LOCATED APPROXIMATELY 1/2 MILE NORTH OF STATE
 RJ1084'HIGHWAY M-28 ALONG IRISH LINE ROAD (PAVED), 84 FEET WEST OF CENTERLINE
 RJ1084'OF IRISH LINE ROAD, 19 FEET SOUTH OF CENTERLINE OF A
 RJ1084'2 TRACK ROAD TO WEST, ON NORTH EDGE OF AN ACTIVE FARM FIELD AND
 RJ1084'1.1 FEET EAST OF A CARSONITE WITNESS POST.
 RJ1084'
 RJ1084'THE STATION MARK IS A STANDARD US COAST AND GEODETIC SURVEY
 RJ1084'TRIANGULATION DISK STAMPED 'DORGAN 1965', SET IN A 12 INCH DIAMETER
 RJ1084'CONCRETE MONUMENT, 0.4' BELOW SURFACE.  MONUMENT HAD BEEN HIT IN
 RJ1084'PLOWING OPERATIONS AND THE DISK HAD BEEN BENT UP OUT OF THE CONCRETE,
 RJ1084'BUT STILL SECURE.  HAMMERED DISK BACK TO FLUSH AS BEST AS POSSIBLE AND
 RJ1084'CONCRETE PATCHED AROUND DISK.  SET 1/2 INCH REBAR ON WEST EDGE OF
 RJ1084'CONCRETE MONUMENT TO CREATE A MAGNETIC DRAW.
 RJ1084'
 RJ1084'REFERENCE MARK NO. 1 IS LOCATED ON TOP, BACK EDGE OF DITCH, 32 FEET
 RJ1084'WEST OF CENTERLINE OF IRISH LINE ROAD (PAVED), 82 FEET NORTH OF
 RJ1084'CENTERLINE OF A 2 TRACK ROAD TO WEST AND 2.2 FEET SOUTH OF A METAL
 RJ1084'WITNESS POST.  THE MARK IS A STANDARD US COAST AND GEODETIC SURVEY
 RJ1084'REFERENCE MARK DISK STAMPED 'DORGAN 1965 NO. 1', SET IN A 12 INCH
 RJ1084'DIAMETER CONCRETE MONUMENT, 0.5 FEET ABOVE GROUND.
 RJ1084'
 RJ1084'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST QUADRANT OF STATE HIGHWAY
 RJ1084'M-28 AND IRISH LINE ROAD, 57 FEET NORTH OF CENTERLINE M-28, 48 FEET
 RJ1084'WEST OF CENTERLINE OF IRISH LINE ROAD, 2.0 FEET WEST OF A BURIED FIBER
 RJ1084'OPTIC CABLE SIGN AND N70E   2.0 FEET OF A METAL WITNESS POST.  THE
 RJ1084'MARK IS A STANDARD US COAST AND GEODETIC SURVEY AZIMUTH
 RJ1084'MARK DISK STAMPED 'DORGAN 1965', SET IN A 12 INCH DIAMETER CONCRETE
 RJ1084'MONUMENT, 0.5 FEET ABOVE GROUND.  THE AZIMUTH MARK IS NOT SUITABLE FOR
 RJ1084'GPS OBSERVATIONS.
 RJ1084
 RJ1084                          STATION RECOVERY (2021)
 RJ1084
 RJ1084'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (PNL)
 RJ1084'RECOVERED STATION DORGAN AS DESCRIBED.
 RJ1084'
 RJ1084'AT REFERENCE MARK NO. 1, THE METAL WITNESS POST WITH A CONCRETE BASE
 RJ1084'IS LOSE IN THE GROUND (FALLING INTO DITCH).  SET A CARSONITE WITNESS
 RJ1084'POST 0.5 FT (15 CM) WEST.
 RJ1084
 RJ1084                          STATION RECOVERY (2025)
 RJ1084
 RJ1084'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1147 ***********************************************************************
 RJ1147  DESIGNATION -  DOROTHY
 RJ1147  PID         -  RJ1147
 RJ1147  STATE/COUNTY-  MI/CHIPPEWA
 RJ1147  COUNTRY     -  US
 RJ1147  USGS QUAD   -  WHITEFISH POINT (2017)
 RJ1147
 RJ1147                         *CURRENT SURVEY CONTROL
 RJ1147  ______________________________________________________________________
 RJ1147* NAD 83(1994) POSITION- 46 45 37.29580(N) 084 57 50.34718(W)   ADJUSTED
 RJ1147* NAVD 88 ORTHO HEIGHT -   185.3   (meters)      608.    (feet) VERTCON3
 RJ1147  ______________________________________________________________________
 RJ1147  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 RJ1147  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 RJ1147  HORZ ORDER      -  THIRD
 RJ1147
 RJ1147.The horizontal coordinates were established by classical geodetic methods
 RJ1147.and adjusted by the National Geodetic Survey in February 1997.
 RJ1147
 RJ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1147
 RJ1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1147.GEOID18 height accuracy estimate available here.
 RJ1147
 RJ1147.Click photographs - Photos may exist for this station.
 RJ1147
 RJ1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1147
 RJ1147. The following values were computed from the NAD 83(1994) position.
 RJ1147
 RJ1147;                    North         East     Units Scale Factor Converg.
 RJ1147;SPC MI N     -   221,735.751 8,155,515.259   MT  0.99993720   +1 28 17.8
 RJ1147;SPC MI N     -   727,479.50 26,756,939.83   iFT  0.99993720   +1 28 17.8
 RJ1147;UTM  16      - 5,180,547.195   655,477.944   MT  0.99989713   +1 29 00.7
 RJ1147
 RJ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1147!SPC MI N     -   0.99997666  x   0.99993720  =   0.99991386
 RJ1147!UTM  16      -   0.99997666  x   0.99989713  =   0.99987379
 RJ1147
 RJ1147:                Primary Azimuth Mark                     Grid Az
 RJ1147:SPC MI N     -  WHITEFISH PT RAD RECEIVING TWR           023 50 50.7
 RJ1147:UTM  16      -  WHITEFISH PT RAD RECEIVING TWR           023 50 07.8
 RJ1147
 RJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5547780547(NAD 83)
 RJ1147
 RJ1147|---------------------------------------------------------------------|
 RJ1147| PID    Reference Object                     Distance      Geod. Az  |
 RJ1147|                                                           dddmmss.s |
 RJ1147| RJ1144 WHITEFISH PT RAD RECEIVING TWR      APPROX. 1.3 KM 0251908.5 |
 RJ1147| RJ1148 WHITEFISH PT HBR N BKWATER LT       161.933 METERS 18031     |
 RJ1147| RJ1149 WHITEFISH PT HBR S BKWATER LT       134.521 METERS 20726     |
 RJ1147| RJ1151 WHITEFISH PT HBR IN BKWATER LT       89.285 METERS 23809     |
 RJ1147| RJ1150 909 9007 3 A                        161.407 METERS 33710     |
 RJ1147|---------------------------------------------------------------------|
 RJ1147
 RJ1147                          SUPERSEDED SURVEY CONTROL
 RJ1147
 RJ1147  NAD 83(1986)-  46 45 37.28442(N)    084 57 50.32726(W) AD(       ) 3
 RJ1147  NAD 27      -  46 45 37.19515(N)    084 57 50.07250(W) AD(       ) 3
 RJ1147  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 RJ1147
 RJ1147.Superseded values are not recommended for survey control.
 RJ1147
 RJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1147.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1147
 RJ1147_MARKER: DD = SURVEY DISK
 RJ1147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1147+WITH SETTING: PAVEMENT
 RJ1147_SP_SET: CAISSON
 RJ1147_STAMPING: DOROTHY 1981
 RJ1147_MARK LOGO: NOS
 RJ1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1147+STABILITY: SURFACE MOTION
 RJ1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1147+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 RJ1147
 RJ1147  HISTORY     - Date     Condition        Report By
 RJ1147  HISTORY     - 1981     MONUMENTED       NOS
 RJ1147  HISTORY     - 20040905 GOOD             USPSQD
 RJ1147
 RJ1147                          STATION DESCRIPTION
 RJ1147
 RJ1147'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1147'THE STATION IS LOCATED ON THE SECOND CONCRETE AND STEEL CAISSON
 RJ1147'OF THE NORTH BREAKWATER AT WHITEFISH POINT HARBOR.
 RJ1147'
 RJ1147'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD
 RJ1147'IN PARADISE, GO NORTH ON WIRE ROAD FOR 16.9 KM (10.5 MILES) TO
 RJ1147'THE ENTRANCE TO WHITEFISH POINT HARBOR ON THE RIGHT. TURN RIGHT
 RJ1147'AND GO EAST FOR 0.1 KM (0.1 MILES) TO THE NORTH BREAKWATER.
 RJ1147'WALK ON THE NORTH BREAKWATER EAST AND SOUTH TO THE SECOND
 RJ1147'CONCRETE AND STEEL CAISSON AND THE STATION IN THE CENTER OF THE
 RJ1147'CAISSON.
 RJ1147'
 RJ1147'THE STATION IS A STANDARD NOS DISK
 RJ1147'STAMPED---DOROTHY 1981---,
 RJ1147'CEMENTED INTO A DRILL HOLE IN THE CONCRETE FLUSH WITH THE
 RJ1147'SURFACE.  IT IS LOCATED IN THE CENTER OF THE 7.6 METER
 RJ1147'(25.0 FT) DIAMETER CAISSON.
 RJ1147'
 RJ1147'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 RJ1147
 RJ1147                          STATION RECOVERY (2004)
 RJ1147
 RJ1147'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 RJ1147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0517 ***********************************************************************
 NF0517  DESIGNATION -  DOSTER
 NF0517  PID         -  NF0517
 NF0517  STATE/COUNTY-  MI/BARRY
 NF0517  COUNTRY     -  US
 NF0517  USGS QUAD   -  DELTON (2017)
 NF0517
 NF0517                         *CURRENT SURVEY CONTROL
 NF0517  ______________________________________________________________________
 NF0517* NAD 83(2011) POSITION- 42 27 53.46679(N) 085 29 20.57190(W)   ADJUSTED
 NF0517* NAD 83(2011) ELLIP HT-   288.623 (meters)        (06/27/12)   ADJUSTED
 NF0517* NAD 83(2011) EPOCH   -  2010.00
 NF0517* NAVD 88 ORTHO HEIGHT -   321.922 (meters)     1056.17  (feet) ADJUSTED
 NF0517  ______________________________________________________________________
 NF0517  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 NF0517  NAD 83(2011) X  -    370,637.002 (meters)                     COMP
 NF0517  NAD 83(2011) Y  - -4,697,908.380 (meters)                     COMP
 NF0517  NAD 83(2011) Z  -  4,284,030.196 (meters)                     COMP
 NF0517  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 NF0517  DYNAMIC HEIGHT  -        321.824 (meters)     1055.85  (feet) COMP
 NF0517  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 NF0517
 NF0517  VERT ORDER      -  SECOND    CLASS 0
 NF0517
 NF0517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0517  Standards:
 NF0517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0517  -------------------------------------------------------------------
 NF0517  NETWORK    2.80   3.72           1.17   1.12   1.90     -0.12544755
 NF0517  -------------------------------------------------------------------
 NF0517  Click here for local accuracies and other accuracy information.
 NF0517
 NF0517.The horizontal coordinates were established by GPS observations
 NF0517.and adjusted by the National Geodetic Survey in June 2012.
 NF0517
 NF0517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0517.been affixed to the stable North American tectonic plate. See 
 NF0517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0517
 NF0517.The horizontal coordinates are valid at the epoch date displayed above
 NF0517.which is a decimal equivalence of Year/Month/Day.
 NF0517
 NF0517.The orthometric height was determined by differential leveling and
 NF0517.adjusted by the NATIONAL GEODETIC SURVEY
 NF0517.in June 1991.
 NF0517
 NF0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0517.GEOID18 height accuracy estimate available here.
 NF0517
 NF0517.Click photographs - Photos may exist for this station.
 NF0517
 NF0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0517
 NF0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0517
 NF0517.The ellipsoidal height was determined by GPS observations
 NF0517.and is referenced to NAD 83.
 NF0517
 NF0517.The dynamic height is computed by dividing the NAVD 88
 NF0517.geopotential number by the normal gravity value computed on the
 NF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0517.degrees latitude (g = 980.6199 gals.).
 NF0517
 NF0517.The modeled gravity was interpolated from observed gravity values.
 NF0517
 NF0517. The following values were computed from the NAD 83(2011) position.
 NF0517
 NF0517;                    North         East     Units Scale Factor Converg.
 NF0517;SPC MI S     -   107,788.636 3,907,698.593   MT  0.99993361   -0 45 49.7
 NF0517;SPC MI S     -   353,637.26 12,820,533.44   iFT  0.99993361   -0 45 49.7
 NF0517;UTM  16      - 4,702,496.243   624,219.911   MT  0.99978985   +1 01 12.8
 NF0517
 NF0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0517!SPC MI S     -   0.99995474  x   0.99993361  =   0.99988835
 NF0517!UTM  16      -   0.99995474  x   0.99978985  =   0.99974460
 NF0517
 NF0517:                Primary Azimuth Mark                     Grid Az
 NF0517:SPC MI S     -  DOSTER RM 2                              300 27 38.6
 NF0517:UTM  16      -  DOSTER RM 2                              298 40 36.1
 NF0517
 NF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2421902496(NAD 83)
 NF0517
 NF0517|---------------------------------------------------------------------|
 NF0517| PID    Reference Object                     Distance      Geod. Az  |
 NF0517|                                                           dddmmss.s |
 NF0517| CG9986 DOSTER RM 3                          25.500 METERS 03907     |
 NF0517| NF0518 DOSTER RM 1                          40.167 METERS 25119     |
 NF0517| NF0519 DOSTER RM 2                                        2994148.9 |
 NF0517|---------------------------------------------------------------------|
 NF0517
 NF0517                          SUPERSEDED SURVEY CONTROL
 NF0517
 NF0517  NAD 83(2007)-  42 27 53.46702(N)    085 29 20.57286(W) AD(2002.00) 0
 NF0517  ELLIP H (02/10/07)  288.630  (m)                       GP(2002.00)    
 NF0517  ELLIP H (07/12/02)  288.641  (m)                       GP(       ) 4 1
 NF0517  NAD 83(1994)-  42 27 53.46695(N)    085 29 20.57352(W) AD(       ) 1
 NF0517  ELLIP H (12/21/95)  288.668  (m)                       GP(       ) 4 1
 NF0517  NAD 83(1986)-  42 27 53.46769(N)    085 29 20.59058(W) AD(       ) 1
 NF0517  NAD 27      -  42 27 53.33758(N)    085 29 20.55342(W) AD(       ) 1
 NF0517  NAVD 88             321.92   (m)         1056.2    (f) LEVELING    3  
 NF0517  NGVD 29 (??/??/92)  322.047  (m)         1056.58   (f) ADJ UNCH    2 0
 NF0517  NGVD 29             322.05   (m)         1056.6    (f) LEVELING    3  
 NF0517
 NF0517.Superseded values are not recommended for survey control.
 NF0517
 NF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0517.See file dsdata.pdf to determine how the superseded data were derived.
 NF0517
 NF0517_MARKER: DS = TRIANGULATION STATION DISK
 NF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0517_STAMPING: DOSTER 1931
 NF0517_MARK LOGO: CGS
 NF0517_PROJECTION: PROJECTING 5 CENTIMETERS
 NF0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0517+STABILITY: SURFACE MOTION
 NF0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0517+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2021
 NF0517
 NF0517  HISTORY     - Date     Condition        Report By
 NF0517  HISTORY     - 1931     MONUMENTED       CGS
 NF0517  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0517  HISTORY     - 1969     GOOD             CGS
 NF0517  HISTORY     - 1980     GOOD             MIDH
 NF0517  HISTORY     - 19921219 GOOD             LOCENG
 NF0517  HISTORY     - 19940312 GOOD             MI-015
 NF0517  HISTORY     - 19941104 GOOD             MIDT
 NF0517  HISTORY     - 19970311 GOOD             USPSQD
 NF0517  HISTORY     - 20051015 GOOD             USPSQD
 NF0517  HISTORY     - 20210223 GOOD             MIDT
 NF0517
 NF0517                          STATION DESCRIPTION
 NF0517
 NF0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF0517'ABOUT 2-1/2 MILES EAST OF DOSTER, AND ABOUT 0.3 MILE WEST OF SOUTHEAST
 NF0517'CORNER OF SEC. 16, T. 1 N., R. 10 W., ON SMALL KNOLL IN SOUTHWEST
 NF0517'CORNER OF PASTURE, ON THE NORTH SIDE OF EAST-AND-WEST ROAD, 43.9
 NF0517'METERS (144 FEET) EAST OF WEST FENCE OF PASTURE, AND 12 METERS
 NF0517'(39 FEET) NORTH OF SOUTH PASTURE FENCE.  REACHED FROM DOSTER BY GRAVEL
 NF0517'ROAD EAST FROM POST OFFICE 2.7 MILES TO GATE ON NORTH SIDE OF ROAD
 NF0517'ABOUT 100 FEET WEST OF TOP OF GRADE.
 NF0517'
 NF0517'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF0517'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 NF0517'DISKS IN CONCRETE NOTE 11A.
 NF0517'
 NF0517'NO. 1 IS IN FENCE LINE, 1.2 METERS (4 FEET) EAST OF EAST END OF GATE,
 NF0517'APPROXIMATELY 5 METERS (16 FEET) NORTH OF CENTER LINE OF THE ROAD, AND
 NF0517'40.20 METERS (131.9 FEET) FROM STATION IN AZIMUTH 340 DEG 39 MIN.
 NF0517'
 NF0517'NO. 2 IS IN FENCE LINE ON EAST SIDE OF NORTH-AND-SOUTH ROAD,
 NF0517'APPROXIMATELY 60 METERS (197 FEET) SOUTHWEST OF OLD HOUSE, AND
 NF0517'APPROXIMATELY 1/4 MILE FROM STATION IN AZIMUTH 29 DEG. 01 MIN. 54 SEC.
 NF0517
 NF0517                          STATION RECOVERY (1969)
 NF0517
 NF0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0517'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF0517'CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  AN ERROR
 NF0517'WAS FOUND IN THE DIRECTIONS ON THE 1932 LIST TO THE REFERENCE MARKS.
 NF0517'FOLLOWING IS A NEW DESCRIPTION.
 NF0517'
 NF0517'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 16, T. 1 N., R.
 NF0517'10 W., ON A SMALL KNOLL IN THE SOUTHWEST CORNER OF A PASTURE AND ON
 NF0517'PROPERTY OF MR. RICHARD HALL.  IT IS LOCATED ABOUT 3-1/4 MILES
 NF0517'SOUTHWEST OF DELTON AND 3 MILES EAST OF DOSTER.
 NF0517'
 NF0517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND ORCHARD
 NF0517'STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES TO A SIDE
 NF0517'ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR 2.95 MILES
 NF0517'TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON 3 MILE ROAD FOR 0.6 MILE
 NF0517'TO A GATE ON THE RIGHT.*TURN RIGHT, BEAR SHARP RIGHT, NORTHEAST, TO
 NF0517'THE TOP OF THE HILL AND THE STATION.
 NF0517'
 NF0517'THE STATION MARK IS A STANDARD DISK STAMPED DOSTER 1931, SET IN THE
 NF0517'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF0517'ABOVE THE GROUND.  IT IS 42 FEET NORTH OF A WIRE FENCE, 33.5 FEET
 NF0517'EAST-NORTHEAST OF A FENCE CORNER POST AND 16.3 FEET SOUTHEAST OF A
 NF0517'WIRE FENCE.  (NOTES 1A 7A).
 NF0517'
 NF0517'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOSTER NO 1 1931, SET IN
 NF0517'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF0517'ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF 3 MILE ROAD,
 NF0517'21.8 FEET EAST OF A FENCE CORNER, 3.9 FEET EAST-NORTHEAST OF THE EAST
 NF0517'GATE POST OF A WOODEN GATE AND 1.8 FEET NORTH OF THE WIRE FENCE AND A
 NF0517'WOODEN WITNESS POST.  (NOTE 11A)
 NF0517'
 NF0517'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOSTER NO 2 1931, SET IN
 NF0517'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF0517'ABOVE THE GROUND.  (THIS MARK WAS USED AS AN AZIMUTH MARK) IT IS 26
 NF0517'FEET EAST OF THE CENTER OF ENZIAN ROAD, 12.5 FEET NORTH OF A T-FENCE
 NF0517'CORNER, 1 FOOT NORTH OF THE NORTH GATE POST OF A WOODEN GATE, 1 FOOT
 NF0517'SOUTH OF A WOODEN WITNESS POST AND 0.8 OF A FOOT EAST OF A WIRE FENCE.
 NF0517'(NOTE 11A)
 NF0517'
 NF0517'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOSTER 1931 NO 3 1969, SET
 NF0517'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF0517'INCHES ABOVE THE GROUND.  IT IS 111 FEET NORTHEAST OF THE FENCE CORNER
 NF0517'POST AND 1.5 FEET SOUTHEAST OF THE WIRE FENCE.  (NOTE 11B)
 NF0517'
 NF0517'*TO REACH REFERENCE MARK 2 FROM THIS POINT, GO WEST ON 3 MILE ROAD FOR
 NF0517'0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON ENZIAN ROAD FOR
 NF0517'0.15 MILE TO THE MARK ON THE RIGHT.
 NF0517'
 NF0517'NO MEASURMENT BETWEEN RMS 1 AND 3 DUE TO TREES ON LINE AND TERRAIN.
 NF0517'
 NF0517'HEIGHT OF LIGHT ABOVE STATION MARK 85.4 FEET.
 NF0517
 NF0517                          STATION RECOVERY (1969)
 NF0517
 NF0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF0517'2.8 MI E FROM DOSTER.
 NF0517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 NF0517'ORCHARD STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3
 NF0517'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON
 NF0517'MILO ROAD FOR 2.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 NF0517'GO WEST ON 3 MILE ROAD FOR 0.6 MILE TO A GATE ON THE RIGHT.  TURN
 NF0517'RIGHT, PASS THROUGH THE GATE, BEAR SHARP RIGHT, NORTHEAST TO
 NF0517'THE TOP OF THE HILL AND THE STATION.  IT IS 42 FEET NORTH OF A
 NF0517'WIRE FENCE, 33.5 FEET EAST-NORTHEAST OF A FENCE CORNER POST AND
 NF0517'16.3 FEET SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK SET IN
 NF0517'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF0517'2 INCHES ABOVE THE GROUND.
 NF0517
 NF0517                          STATION RECOVERY (1980)
 NF0517
 NF0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0517'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 3
 NF0517'COULD NOT BE LOCATED.  A WITNESS POST AND SIGN WAS SET IN THE FENCE
 NF0517'LINE BY RM 1.  THE 1969 RECOVERY NOTE IS ADEQUATE.
 NF0517'LEVELED ELEVATION 1056.59 FEET.
 NF0517
 NF0517                          STATION RECOVERY (1992)
 NF0517
 NF0517'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF0517'RECOVERED IN GOOD CONDITION.
 NF0517
 NF0517                          STATION RECOVERY (1994)
 NF0517
 NF0517'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0517'RECOVERED AS DESCRIBED. LOCATED IN THE SOUTHEAST 1/4 OF SECTION 16,
 NF0517'PRAIRIEVILLE TOWNSHIP.
 NF0517
 NF0517                          STATION RECOVERY (1994)
 NF0517
 NF0517'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF0517'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 NF0517'IN THE SOUTHEAST 1/4 SECTION 16, T-1-N, R-10-W, PRAIREVILLE TOWNSHIP.
 NF0517'ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF RICHLAND, 2.5 MI (4.0 KM)
 NF0517'EAST OF DOSTER, AND ON THE PROPERTY OF MR. FRANKLIN STONEBURNER.
 NF0517'PHONE (616)  664-6727.
 NF0517'
 NF0517'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-43 AND ORCHARD STREET IN
 NF0517'DELTON, GO SOUTH ALONG HIGHWAY M-43 FOR 3.3 MI (5.3 KM) TO A SIDE ROAD
 NF0517'RIGHT.  TURN RIGHT AND GO WEST AND NORTH ALONG MILO ROAD FOR 2.95 MI
 NF0517'(4.75 KM) TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ALONG 3-MILE-ROAD
 NF0517'FOR 0.6 MILETO A FIELD ENTRANCE DRIVE ON THE RIGHT (FIELD DRIVE IS
 NF0517'OVERGROWN AND HARD TO VISULIZE).  TURN RIGHT INTO DRIVE AN IMEDIATELY
 NF0517'BEAR TO THE RIGHT NORTHEASTERLY BETWEEN A STAND OF PINE TREES AND
 NF0517'3-MILE-ROAD TO THE TOP OF THE HILL AND THE STATION.
 NF0517'
 NF0517'STATION IS IN THE SOUTHWEST CORNER OF A PASTURE ON TOP OF A SMALL
 NF0517'KNOLL, 144.0 FT (43.9 M) EAST FROM THE WEST FENCELINE OF THE PASTURE,
 NF0517'42.0 FT (12.8 M) NORTH FROM A FIELD FENCE NEAR THE NORTH RIGHT-OF-WAY
 NF0517'LINE OF 3-MILE-ROAD, AND 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS
 NF0517'POST AND A CARSONITE WITNESS POST. DESCRIBED BY BRIAN REYNOLDS, TYPED
 NF0517'BY R.L. RAMSEY MI-NGS GEODETIC ADVISOR.
 NF0517
 NF0517                          STATION RECOVERY (1997)
 NF0517
 NF0517'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0517'RECOVERED IN GOOD CONDITION.
 NF0517
 NF0517                          STATION RECOVERY (2005)
 NF0517
 NF0517'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0517'REFERENCE MARKS 1 AND 2 FOUND REFERENCE MARK 3 AND STATION NOT FOUND.
 NF0517
 NF0517                          STATION RECOVERY (2021)
 NF0517
 NF0517'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 NF0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0518 ***********************************************************************
 NF0518  DESIGNATION -  DOSTER RM 1
 NF0518  PID         -  NF0518
 NF0518  STATE/COUNTY-  MI/BARRY
 NF0518  COUNTRY     -  US
 NF0518  USGS QUAD   -  DELTON (2017)
 NF0518
 NF0518                         *CURRENT SURVEY CONTROL
 NF0518  ______________________________________________________________________
 NF0518* NAD 83(1986) POSITION- 42 27 53.05   (N) 085 29 22.24   (W)   HD_HELD1
 NF0518* NAVD 88 ORTHO HEIGHT -   317.154 (meters)     1040.53  (feet) ADJUSTED
 NF0518  ______________________________________________________________________
 NF0518  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 NF0518  DYNAMIC HEIGHT  -        317.058 (meters)     1040.21  (feet) COMP
 NF0518  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 NF0518
 NF0518  VERT ORDER      -  SECOND    CLASS 0
 NF0518
 NF0518.The horizontal coordinates were determined by differentially corrected
 NF0518.hand held GPS observations or other comparable positioning techniques
 NF0518.and have an estimated accuracy of +/- 3 meters.
 NF0518
 NF0518.The orthometric height was determined by differential leveling and
 NF0518.adjusted by the NATIONAL GEODETIC SURVEY
 NF0518.in June 1991.
 NF0518
 NF0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0518.GEOID18 height accuracy estimate available here.
 NF0518
 NF0518.Click photographs - Photos may exist for this station.
 NF0518
 NF0518.The dynamic height is computed by dividing the NAVD 88
 NF0518.geopotential number by the normal gravity value computed on the
 NF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0518.degrees latitude (g = 980.6199 gals.).
 NF0518
 NF0518.The modeled gravity was interpolated from observed gravity values.
 NF0518
 NF0518;                    North         East    Units  Estimated Accuracy
 NF0518;SPC MI S     -   107,776.3   3,907,660.3     MT  (+/- 3 meters HH1 GPS) 
 NF0518
 NF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2418202482(NAD 83)
 NF0518
 NF0518                          SUPERSEDED SURVEY CONTROL
 NF0518
 NF0518  NGVD 29 (??/??/92)  317.279  (m)         1040.94   (f) ADJ UNCH    2 0
 NF0518
 NF0518.Superseded values are not recommended for survey control.
 NF0518
 NF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0518.See file dsdata.pdf to determine how the superseded data were derived.
 NF0518
 NF0518_MARKER: DR = REFERENCE MARK DISK
 NF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0518_STAMPING: DOSTER NO 1 1931
 NF0518_MARK LOGO: CGS
 NF0518_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0518+STABILITY: SURFACE MOTION
 NF0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0518+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2021
 NF0518
 NF0518  HISTORY     - Date     Condition        Report By
 NF0518  HISTORY     - 1931     MONUMENTED       CGS
 NF0518  HISTORY     - 1969     GOOD             CGS
 NF0518  HISTORY     - 19951126 GOOD             MI-015
 NF0518  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0518  HISTORY     - 20041023 GOOD             USPSQD
 NF0518  HISTORY     - 20210223 GOOD             MIDT
 NF0518
 NF0518                          STATION DESCRIPTION
 NF0518
 NF0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0518'2.8 MI E FROM DOSTER.
 NF0518'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AND ORCHARD
 NF0518'STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES TO
 NF0518'A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON MILO ROAD
 NF0518'FOR 0.6 MILE TO A GATE ON THE RIGHT AND THE MARK.  IT IS 30 FEET
 NF0518'NORTH OF THE CENTER OF 3 MILE ROAD, 21.8 FEET EAST OF A FENCE
 NF0518'CORNER, 3.9 FEET EAST-NORTHEAST OF THE EAST GATE POST OF A WOODEN
 NF0518'GATE AND 1.8 FEET NORTH OF A WIRE FENCE AND A WOODEN WITNESS
 NF0518'POST.  A STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE
 NF0518'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0518
 NF0518                          STATION RECOVERY (1995)
 NF0518
 NF0518'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0518'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AN ORCHARD STREET
 NF0518'IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MI (5.3 KM) TO A SIDE
 NF0518'ROAD RIGHT, TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR 0.6 MI (1.0
 NF0518'KM) TO A GATE ON THE RIGHT AND THE MARK.  IT IS 30 FT (9.1 M) NORTH OF
 NF0518'THE CENTER OF 3 MILE (4.8 KM) ROAD, 21.8 FT (6.6 M) EAST OF A FENCE
 NF0518'CORNER, 3.9 FT (1.2 M) EAST-NORTHEAST OF THE EAST GATE POST OF A
 NF0518'WOODEN GATE AND 1.8 FT (0.5 M) NORTH OF A WIRE FENCE AND A WOODEN
 NF0518'WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A 12 INCH SQUARE
 NF0518'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND. RECOVERY
 NF0518'1995 (BARRY COUNTY REMONUMENTATION) TO REACH THE STATION FROM THE
 NF0518'JUNCTION OF STATE HIGHWAY M-43 AND ORCHARD STREET IN DELTON, TRAVEL
 NF0518'SOUTH ALONG M-43 FOR ABOUT 3.3 MI (5.3 KM) TO A SIDE ROAD RIGHT, TURN
 NF0518'RIGHT AND GO WEST THEN NORTH THEN WEST ON MILO ROAD (3 MILE ROAD) FOR
 NF0518'3.6 MI (5.8 KM) TO THE STATION ON THE RIGHT.  STATION IS 29.5 FT (9.0
 NF0518'M) NORTH OF THE CENTERLINE STRIPE, 18.3 FT (5.6 M) EAST OF A RAIL ROAD
 NF0518'TIE FENCE POST, 50.2 FT (15.3 M) EAST OF THE TOP CENTER OF A LARGE
 NF0518'BOULDER, 132 FT+/- SOUTHWEST OF STATION DOSTER, 44 FT (13.4 M)
 NF0518'SOUTHWEST OF THE TOP CENTER OF A LARGE BOULDER, 1 FT (0.3 M) SOUTH OF
 NF0518'A CARSONITE WITNESS POST.
 NF0518
 NF0518                          STATION RECOVERY (1997)
 NF0518
 NF0518'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0518'MARK NOT FOUND.
 NF0518
 NF0518                          STATION RECOVERY (2004)
 NF0518
 NF0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0518'ON THE SE CORNER OF A FIELD, AND ON THE WEST END OF A RISE ABOVE THE
 NF0518'ROAD ON THE NORTH SIDE OF THE ROAD.
 NF0518
 NF0518                          STATION RECOVERY (2021)
 NF0518
 NF0518'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 NF0518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0519 ***********************************************************************
 NF0519  DESIGNATION -  DOSTER RM 2
 NF0519  PID         -  NF0519
 NF0519  STATE/COUNTY-  MI/BARRY
 NF0519  COUNTRY     -  US
 NF0519  USGS QUAD   -  DELTON (2017)
 NF0519
 NF0519                         *CURRENT SURVEY CONTROL
 NF0519  ______________________________________________________________________
 NF0519* NAD 83(1986) POSITION- 42 27 59.43   (N) 085 29 34.72   (W)   HD_HELD1
 NF0519* NAVD 88 ORTHO HEIGHT -   311.511 (meters)     1022.02  (feet) ADJUSTED
 NF0519  ______________________________________________________________________
 NF0519  GEOID HEIGHT    -        -33.305 (meters)                     GEOID18
 NF0519  DYNAMIC HEIGHT  -        311.416 (meters)     1021.70  (feet) COMP
 NF0519  MODELED GRAVITY -    980,309.3   (mgal)                       NAVD 88
 NF0519
 NF0519  VERT ORDER      -  SECOND    CLASS 0
 NF0519
 NF0519.The horizontal coordinates were determined by differentially corrected
 NF0519.hand held GPS observations or other comparable positioning techniques
 NF0519.and have an estimated accuracy of +/- 3 meters.
 NF0519
 NF0519.The orthometric height was determined by differential leveling and
 NF0519.adjusted by the NATIONAL GEODETIC SURVEY
 NF0519.in June 1991.
 NF0519
 NF0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0519.GEOID18 height accuracy estimate available here.
 NF0519
 NF0519.Click photographs - Photos may exist for this station.
 NF0519
 NF0519.The dynamic height is computed by dividing the NAVD 88
 NF0519.geopotential number by the normal gravity value computed on the
 NF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0519.degrees latitude (g = 980.6199 gals.).
 NF0519
 NF0519.The modeled gravity was interpolated from observed gravity values.
 NF0519
 NF0519;                    North         East    Units  Estimated Accuracy
 NF0519;SPC MI S     -   107,976.9   3,907,377.9     MT  (+/- 3 meters HH1 GPS) 
 NF0519
 NF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2389302674(NAD 83)
 NF0519
 NF0519                          SUPERSEDED SURVEY CONTROL
 NF0519
 NF0519  NGVD 29 (??/??/92)  311.635  (m)         1022.42   (f) ADJ UNCH    2 0
 NF0519
 NF0519.Superseded values are not recommended for survey control.
 NF0519
 NF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0519.See file dsdata.pdf to determine how the superseded data were derived.
 NF0519
 NF0519_MARKER: DR = REFERENCE MARK DISK
 NF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0519_STAMPING: DOSTER NO 2 1931
 NF0519_MARK LOGO: CGS
 NF0519_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0519+STABILITY: SURFACE MOTION
 NF0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0519+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 NF0519
 NF0519  HISTORY     - Date     Condition        Report By
 NF0519  HISTORY     - 1931     MONUMENTED       CGS
 NF0519  HISTORY     - 1969     GOOD             CGS
 NF0519  HISTORY     - 19951126 GOOD             MI-015
 NF0519  HISTORY     - 19970311 GOOD             USPSQD
 NF0519  HISTORY     - 20051015 GOOD             USPSQD
 NF0519  HISTORY     - 20200702 GOOD             MIDT
 NF0519  HISTORY     - 20210223 MARK NOT FOUND   MIDT
 NF0519
 NF0519                          STATION DESCRIPTION
 NF0519
 NF0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0519'2.7 MI E FROM DOSTER.
 NF0519'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AND ORCHARD
 NF0519'STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES TO A
 NF0519'SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR
 NF0519'2.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 3
 NF0519'MILE ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NF0519'ON ENZIAN ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS
 NF0519'26 FEET EAST OF THE CENTER OF ENZIAN ROAD, 12.5 FEET NORTH OF A
 NF0519'T-FENCE CORNER, 1 FOOT NORTH OF THE NORTH GATE POST OF A WOODEN
 NF0519'GATE, 1 FOOT SOUTH OF A WOODEN WITNESS POST AND 0.8 OF A FOOT
 NF0519'EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 NF0519'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 NF0519'THE GROUND.
 NF0519
 NF0519                          STATION RECOVERY (1995)
 NF0519
 NF0519'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0519'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AN ORCHARD STREET
 NF0519'IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MI (5.3 KM) TO A SIDE
 NF0519'ROAD RIGHT, TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR 2.95 MI
 NF0519'(4.75 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON 3 MILE (4.8
 NF0519'KM) ROAD FOR 0.75 MI (1.21 KM) TO A CROSSROAD, TURN RIGHT AND GO NORTH
 NF0519'ON ENZIAN ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT. IT IS
 NF0519'26 FT (7.9 M) EAST OF THE CENTER OF ENZIAN ROAD, 12.5 FT (3.8 M) NORTH
 NF0519'OF A T-FENCE CORNER, 1 FT (0.3 M) NORTH OF THE NORTH GATE POST OF A
 NF0519'WOODEN GATE, 1 FOOT (0.3 M) SOUTH OF A WHITE WODDEN WITNESS POST AND
 NF0519'0.8 FT (24.4 CM) EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE
 NF0519'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF0519'ABOVE THE GROUND. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) 27 FT
 NF0519'(8.2 M) EAST OF THE CENTERLINE STRIPE OF ENZIAN ROAD, 35 FT (10.7 M)
 NF0519'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE LEADING TO HOUSE NO.  12759,
 NF0519'10.5 FT (3.2 M) NORTH-NORTHWEST OF A TELEPHONE RISER, 31.3 FT (9.5 M)
 NF0519'NORTH-NORTHWEST OF THE NORTH FACE OF A VERY LARGE BOULDER, 51 FT (15.5
 NF0519'M) SOUTH-SOUTHEAST OF THE SOUTH FACE OF A VERY LARGE BOULDER, 111.3 FT
 NF0519'(33.9 M) SOUTHWEST OF A UTILITY POLE, 2 FT (0.6 M) EAST OF A METAL
 NF0519'WITNESS POST WITH SIGN.  OTHERWISE FOUND AS DESCRIBED.
 NF0519
 NF0519                          STATION RECOVERY (1997)
 NF0519
 NF0519'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0519'RECOVERED IN GOOD CONDITION.
 NF0519
 NF0519                          STATION RECOVERY (2005)
 NF0519
 NF0519'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0519'RECOVERED IN GOOD CONDITION.
 NF0519
 NF0519                          STATION RECOVERY (2020)
 NF0519
 NF0519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0519'RECOVERED IN GOOD CONDITION.
 NF0519
 NF0519                          STATION RECOVERY (2021)
 NF0519
 NF0519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 NF0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0756 ***********************************************************************
 QK0756  DESIGNATION -  DOUGLAS
 QK0756  PID         -  QK0756
 QK0756  STATE/COUNTY-  MI/CHEBOYGAN
 QK0756  COUNTRY     -  US
 QK0756  USGS QUAD   -  INDIANVILLE (2017)
 QK0756
 QK0756                         *CURRENT SURVEY CONTROL
 QK0756  ______________________________________________________________________
 QK0756* NAD 83(1994) POSITION- 45 33 30.42388(N) 084 40 27.66796(W)   ADJUSTED
 QK0756* NAVD 88 ORTHO HEIGHT -   235.3   (meters)      772.    (feet) VERTCON3
 QK0756  ______________________________________________________________________
 QK0756  GEOID HEIGHT    -        -35.402 (meters)                     GEOID18
 QK0756  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 QK0756  OBS GRAVITY     -    980,601.9   (mgal)                       GRAV_OBS
 QK0756
 QK0756  HORZ ORDER      -  FIRST
 QK0756
 QK0756.The horizontal coordinates were established by classical geodetic methods
 QK0756.and adjusted by the National Geodetic Survey in February 1997.
 QK0756
 QK0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0756
 QK0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0756.GEOID18 height accuracy estimate available here.
 QK0756
 QK0756.Click photographs - Photos may exist for this station.
 QK0756
 QK0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0756
 QK0756.The observed gravity was obtained from relative gravimeter ties
 QK0756.to the IGSN71 gravity network.
 QK0756
 QK0756. The following values were computed from the NAD 83(1994) position.
 QK0756
 QK0756;                    North         East     Units Scale Factor Converg.
 QK0756;SPC MI C     -   249,158.020 5,975,977.559   MT  0.99997034   -0 13 02.5
 QK0756;SPC MI C     -   817,447.57 19,606,225.59   iFT  0.99997034   -0 13 02.5
 QK0756;UTM  16      - 5,047,621.029   681,506.422   MT  1.00000506   +1 39 39.2
 QK0756
 QK0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0756!SPC MI C     -   0.99996866  x   0.99997034  =   0.99993901
 QK0756!UTM  16      -   0.99996866  x   1.00000506  =   0.99997372
 QK0756
 QK0756:                Primary Azimuth Mark                     Grid Az
 QK0756:SPC MI C     -  HEBRON                                   018 41 14.1
 QK0756:UTM  16      -  HEBRON                                   016 48 32.4
 QK0756
 QK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8150647621(NAD 83)
 QK0756
 QK0756|---------------------------------------------------------------------|
 QK0756| PID    Reference Object                     Distance      Geod. Az  |
 QK0756|                                                           dddmmss.s |
 QK0756| QK0759 HEBRON                              APPROX.11.6 KM 0182811.6 |
 QK0756| CH1058 DOUGLAS RM 1                         25.443 METERS 19017     |
 QK0756| QK0757 DOUGLAS LAKE LOT                     25.655 METERS 25536     |
 QK0756| QK0764 PELLSTON LOOKOUT TOWER              APPROX.14.8 KM 2611556.2 |
 QK0756| CH1057 DOUGLAS AZ MK                                      2870819.9 |
 QK0756| CH1059 DOUGLAS RM 2                         25.395 METERS 30314     |
 QK0756|---------------------------------------------------------------------|
 QK0756
 QK0756                          SUPERSEDED SURVEY CONTROL
 QK0756
 QK0756  NAD 83(1986)-  45 33 30.41723(N)    084 40 27.66886(W) AD(       ) 1
 QK0756  NAD 27      -  45 33 30.37000(N)    084 40 27.51600(W) AD(       ) 1
 QK0756  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG       
 QK0756
 QK0756.Superseded values are not recommended for survey control.
 QK0756
 QK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0756.See file dsdata.pdf to determine how the superseded data were derived.
 QK0756
 QK0756_MARKER: DS = TRIANGULATION STATION DISK
 QK0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0756_STAMPING: DOUGLAS 1956
 QK0756_MARK LOGO: CGS
 QK0756_PROJECTION: PROJECTING 8 CENTIMETERS
 QK0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0756+STABILITY: SURFACE MOTION
 QK0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0756+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2019
 QK0756
 QK0756  HISTORY     - Date     Condition        Report By
 QK0756  HISTORY     - 1956     MONUMENTED       CGS
 QK0756  HISTORY     - 1975     GOOD             NGS
 QK0756  HISTORY     - 1980     GOOD             AME
 QK0756  HISTORY     - 20191101 GOOD             INDIV
 QK0756
 QK0756                          STATION DESCRIPTION
 QK0756
 QK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0756'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ALANSON AND 5 MILES
 QK0756'EAST OF PELLSTON, ON THE SOUTH END OF DOUGLAS LAKE AND ON THE GROUNDS
 QK0756'OF THE UNIVERSITY OF MICHIGAN BIOLOGICAL STATION.  IT IS 24 FEET
 QK0756'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 10 FEET SOUTH OF THE
 QK0756'CENTER OF A WOODS ROAD AND 3.5 FEET NORTHWEST OF A WHITE WITNESS POST.
 QK0756'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DOUGLAS 1956.
 QK0756'
 QK0756'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO SOUTH
 QK0756'ON U.S. HIGHWAY 31 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 QK0756'ON GRADED GRAVELED ROAD FOR 5.90 MILES TO A CROSSROAD AND SIGN
 QK0756'UNIVERSITY OF MICHIGAN BIOLOGICAL STATION.  TURN LEFT AND GO NORTH ON
 QK0756'GRADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AT SIGN NOT OPEN TO
 QK0756'PUBLIC.  TURN LEFT AND FOLLOW WOODS ROAD WEST AND NORTHWEST FOR 0.25
 QK0756'MILE TO THE LOOKOUT TOWER ON THE LEFT, WEST SIDE OF ROAD AND STATION
 QK0756'ON THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 QK0756'
 QK0756'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF THE TRACK ROAD.  THE
 QK0756'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DOUGLAS NO 1
 QK0756'1956.
 QK0756'
 QK0756'REFERENCE MARK 2 IS 18 FEET NORTH OF THE CENTER OF A TRACK ROAD, 10
 QK0756'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 8 FEET NORTHWEST OF A
 QK0756'TWIN TRUNKED POPLAR TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0756'DOUGLAS NO 2 1956.
 QK0756'
 QK0756'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF A TRACK ROAD, 3
 QK0756'FEET EAST OF AN 8 INCH POPLAR TREE AND 3 FEET NORTH OF A WHITE WITNESS
 QK0756'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QK0756'DOUGLAS 1956.
 QK0756'
 QK0756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK ROAD FOR
 QK0756'0.15 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF TRACK ROAD AS
 QK0756'DESCRIBED.
 QK0756'
 QK0756'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0756
 QK0756                          STATION RECOVERY (1975)
 QK0756
 QK0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0756'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 QK0756'
 QK0756'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QK0756'RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND
 QK0756'THE DISTANCES TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1956
 QK0756'OBSERVATIONS.  DUE TO TIMBER GROWTH, THE AZIMUTH MARK WILL NOT SEE
 QK0756'FROM THE GROUND OR THE TOP OF THE TOWER, NO SUITABLE PLACE WAS FOUND
 QK0756'TO ESTABLISH ANOTHER AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION
 QK0756'FOLLOWS.
 QK0756'
 QK0756'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ALANSON, 5 MILES
 QK0756'EAST OF PELLSTON AND ON PROPERTY OF THE UNIVERSITY OF MICHIGAN,
 QK0756'BIOLOGICAL STATION.  MR. BILL FOSTER, WHO LIVES NORTH OF THE STATION
 QK0756'GAVE PERMISSION TO USE THE STATION.
 QK0756'
 QK0756'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO SOUTH
 QK0756'ON U.S. HIGHWAY 31 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 QK0756'ON ROBINSON ROAD FOR 5.6 MILES TO A CROSSROAD AND SIGN UNIVERSITY OF
 QK0756'MICHIGAN BIOLOGICAL STATION.  TURN LEFT AND GO NORTH ON A GRAVELED
 QK0756'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WESTERLY ON A
 QK0756'WOODS ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AND A BROWN
 QK0756'COTTAGE JUST PAST THE STATION.  CONTINUE WESTERLY ON THE TRACK ROAD
 QK0756'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AND WEST EDGE OF A
 QK0756'LARGE CLEARED AREA.
 QK0756'
 QK0756'THE STATION MARKS ARE STANDARD DISKS STAMPED DOUGLAS 1956.  THE
 QK0756'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QK0756'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 QK0756'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COTTAGE, 25 FEET
 QK0756'NORTH-NORTHEAST OF THE CENTER OF THE TRACK ROAD, 5.4 FEET WEST OF A
 QK0756'METAL WITNESS POST AND 3.5 FEET NORTHWEST OF A WOODEN WITNESS POST.
 QK0756'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QK0756'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 QK0756'
 QK0756'REFERENCE MARK 1, A STANDARD DISK STAMPED DOUGLAS NO 1 1956 IS SET IN
 QK0756'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 QK0756'ABOVE THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE CENTER OF THE
 QK0756'TRACK ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 QK0756'
 QK0756'REFERENCE MARK 2, A STANDARD DISK STAMPED DOUGLAS NO 2 1956 IS SET IN
 QK0756'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QK0756'GROUND SURFACE.  IT IS 17 FEET NORTH-NORTHEAST OF THE CENTER OF A
 QK0756'TRACK ROAD, 7 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 7 FEET
 QK0756'NORTH OF A TWIN TRUNKED POPLAR TREE.
 QK0756'
 QK0756'AZIMUTH MARK, A STANDARD DISK STAMPED DOUGLAS 1956, IS SET IN THE TOP
 QK0756'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 QK0756'GROUND SURFACE.  IT IS 37 FEET NORTH OF THE CENTER OF A TRACK ROAD, 4
 QK0756'FEET NORTHEAST OF A WOODEN WITNESS POST, 4 FEET EAST OF A 10-INCH
 QK0756'POPLAR TREE AND ON THE WEST EDGE OF A LARGE CLEARED AREA.
 QK0756'
 QK0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 QK0756'PELLSTON.
 QK0756'
 QK0756'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 QK0756
 QK0756                          STATION RECOVERY (1980)
 QK0756
 QK0756'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (TJL)
 QK0756'DOUGLAS 1956 RECOVERED GOOD.  DOUGLAS 1956 (AZIMUTH) RECOVERED GOOD.
 QK0756'AZIMUTH WILL BE OBSCURED IN COMING YEARS.
 QK0756'
 QK0756'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF PELLSTON.
 QK0756
 QK0756                          STATION RECOVERY (2019)
 QK0756
 QK0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0756'THE STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE ALL
 QK0756'RECOVERED IN GOOD CONDITION.  CAMP PERSONNEL ARE AWARE OF ALL 4
 QK0756'LOCATIONS AND PERSONNEL ARE ON SITE ALL YEAR.  ALL BUT MARK 2 HAVE
 QK0756'ORIGINAL STEEL WITNESS POSTS AND MARK 2 IS IN THE MIDDLE OF A WELL
 QK0756'USED PATHWAY.  CURRENT CONTACT IS ADAM SCHUBEL, 231 539 8407.  EASIEST
 QK0756'ACCESS TO UM BIOLOGICAL STATION IS I-75 TO RIGGSVILLE ROAD EAST.
 QK0756'THERE IS A VERY LARGE SIGN MARKING THE MAIN ENTRANCE.  THE ROAD TO THE
 QK0756'STATION MARK INTERSECTS THE MAIN ENTRANCE ROAD, BUT IT IS STRONGLY
 QK0756'ADVISED TO CONTACT UM PERSONNEL FIRST TO AVOID POTENTIAL CONFLICT WITH
 QK0756'EXPERIMENTS SITUATED ALONG THAT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0757 ***********************************************************************
 QK0757  DESIGNATION -  DOUGLAS LAKE LOT
 QK0757  PID         -  QK0757
 QK0757  STATE/COUNTY-  MI/CHEBOYGAN
 QK0757  COUNTRY     -  US
 QK0757  USGS QUAD   -  INDIANVILLE (2017)
 QK0757
 QK0757                         *CURRENT SURVEY CONTROL
 QK0757  ______________________________________________________________________
 QK0757* NAD 83(1994) POSITION- 45 33 30.21719(N) 084 40 28.81369(W)   ADJUSTED
 QK0757  ______________________________________________________________________
 QK0757  GEOID HEIGHT    -        -35.401 (meters)                     GEOID18
 QK0757  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 QK0757  HORZ ORDER      -  THIRD
 QK0757
 QK0757.The horizontal coordinates were established by classical geodetic methods
 QK0757.and adjusted by the National Geodetic Survey in February 1997.
 QK0757
 QK0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0757.GEOID18 height accuracy estimate available here.
 QK0757
 QK0757.Click photographs - Photos may exist for this station.
 QK0757
 QK0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0757
 QK0757. The following values were computed from the NAD 83(1994) position.
 QK0757
 QK0757;                    North         East     Units Scale Factor Converg.
 QK0757;SPC MI C     -   249,151.734 5,975,952.687   MT  0.99997033   -0 13 03.3
 QK0757;SPC MI C     -   817,426.95 19,606,143.99   iFT  0.99997033   -0 13 03.3
 QK0757;UTM  16      - 5,047,613.931   681,481.768   MT  1.00000495   +1 39 38.4
 QK0757
 QK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8148147613(NAD 83)
 QK0757
 QK0757                          SUPERSEDED SURVEY CONTROL
 QK0757
 QK0757  NAD 83(1986)-  45 33 30.21053(N)    084 40 28.81459(W) AD(       ) 3
 QK0757  NAD 27      -  45 33 30.16300(N)    084 40 28.66200(W) AD(       ) 3
 QK0757
 QK0757.Superseded values are not recommended for survey control.
 QK0757
 QK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0757.See file dsdata.pdf to determine how the superseded data were derived.
 QK0757
 QK0757_MARKER: 57 = LOOKOUT TOWER
 QK0757
 QK0757  HISTORY     - Date     Condition        Report By
 QK0757  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0757
 QK0757                          STATION DESCRIPTION
 QK0757
 QK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0757'THE STATION IS LOCATED ABOUT 5 MILES EAST OF PELLSTON AND
 QK0757'ABOUT 0.25 MILE
 QK0757'SOUTH OF THE SOUTH END OF DOUGLAS LAKE, ON THE GROUNDS OF THE
 QK0757'UNIVERSITY OF MICHIGAN BIOLOGICAL
 QK0757'STATION.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 60 FEET HIGH WITH
 QK0757'A PLATFORM AT THE TOP OF THE STRUCTURE.
 QK0757'THIS LOOKOUT TOWER IS USED BY THE UNIVERSITY OF
 QK0757'MICHIGAN BIOLOGY STUDENTS TO STUDY WILD LIFE.
 QK0757'
 QK0757'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DOUGLAS.  THE
 QK0757'DISTANCE IS 84.17 FEET (25.655
 QK0757'METERS) WEST OF STATION DOUGLAS.  THE POINT OBSERVED ON AND MEASURED
 QK0757'TO WAS THE CENTER OF THE TOWER BASE.
 QK0757'
 QK0757'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO SOUTH
 QK0757'ON U.S. HIGHWAY 31 FOR 0.1 MILE
 QK0757'TO CROSSROAD.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 5.90 MILES TO
 QK0757'A CROSSROAD AND SIGN UNIVERSITY OF
 QK0757'MICHIGAN BIOLOGICAL STATION.  TURN LEFT AND GO NORTH
 QK0757'ON GRADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AT
 QK0757'SIGN NOT OPEN TO PUBLIC.  TURN LEFT
 QK0757'AND GO WEST AND NORTHWEST ON WOODS ROAD FOR 0.25 MILE TO THE LOOKOUT
 QK0757'TOWER ON THE LEFT, WEST SIDE OF ROAD
 QK0757'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0585 ***********************************************************************
 OK0585  DESIGNATION -  DOVER
 OK0585  PID         -  OK0585
 OK0585  STATE/COUNTY-  MI/CLARE
 OK0585  COUNTRY     -  US
 OK0585  USGS QUAD   -  HATTON (2017)
 OK0585
 OK0585                         *CURRENT SURVEY CONTROL
 OK0585  ______________________________________________________________________
 OK0585* NAD 83(1994) POSITION- 43 54 19.57302(N) 084 46 03.72041(W)   ADJUSTED
 OK0585* NAVD 88 ORTHO HEIGHT -   331.786 (meters)     1088.53  (feet) ADJUSTED
 OK0585  ______________________________________________________________________
 OK0585  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 OK0585  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 OK0585  DYNAMIC HEIGHT  -        331.726 (meters)     1088.34  (feet) COMP
 OK0585  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 OK0585
 OK0585  HORZ ORDER      -  FIRST
 OK0585  VERT ORDER      -  FIRST     CLASS II
 OK0585
 OK0585.The horizontal coordinates were established by classical geodetic methods
 OK0585.and adjusted by the National Geodetic Survey in February 1997.
 OK0585
 OK0585.The orthometric height was determined by differential leveling and
 OK0585.adjusted by the NATIONAL GEODETIC SURVEY
 OK0585.in April 2012.
 OK0585
 OK0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0585.GEOID18 height accuracy estimate available here.
 OK0585
 OK0585.Click photographs - Photos may exist for this station.
 OK0585
 OK0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0585
 OK0585.The dynamic height is computed by dividing the NAVD 88
 OK0585.geopotential number by the normal gravity value computed on the
 OK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0585.degrees latitude (g = 980.6199 gals.).
 OK0585
 OK0585.The modeled gravity was interpolated from observed gravity values.
 OK0585
 OK0585. The following values were computed from the NAD 83(1994) position.
 OK0585
 OK0585;                    North         East     Units Scale Factor Converg.
 OK0585;SPC MI C     -    65,506.831 5,967,781.298   MT  1.00007526   -0 16 59.9
 OK0585;SPC MI C     -   214,917.42 19,579,334.97   iFT  1.00007526   -0 16 59.9
 OK0585;SPC MI S     -   267,285.372 3,967,781.593   MT  1.00006580   -0 16 22.5
 OK0585;SPC MI S     -   876,920.51 13,017,656.15   iFT  1.00006580   -0 16 22.5
 OK0585;UTM  16      - 4,863,792.275   679,258.474   MT  0.99999524   +1 32 54.4
 OK0585
 OK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0585!SPC MI C     -   0.99995326  x   1.00007526  =   1.00002852
 OK0585!SPC MI S     -   0.99995326  x   1.00006580  =   1.00001906
 OK0585!UTM  16      -   0.99995326  x   0.99999524  =   0.99994850
 OK0585
 OK0585:                Primary Azimuth Mark                     Grid Az
 OK0585:SPC MI C     -  DOVER AZ MK                              356 11 16.7
 OK0585:SPC MI S     -  DOVER AZ MK                              356 10 39.3
 OK0585:UTM  16      -  DOVER AZ MK                              354 21 22.4
 OK0585
 OK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7925863792(NAD 83)
 OK0585
 OK0585|---------------------------------------------------------------------|
 OK0585| PID    Reference Object                     Distance      Geod. Az  |
 OK0585|                                                           dddmmss.s |
 OK0585| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.32.4 KM 1812754.2 |
 OK0585| OK0591 CLARE MUNICIPAL TANK                APPROX. 9.6 KM 1813801.1 |
 OK0585| OK0589 DOVER RM 2                           48.384 METERS 24643     |
 OK0585| OK0587 DOVER RM 3                           41.088 METERS 27332     |
 OK0585| OK0586 DOVER AZ MK                         439.643 METERS 3555416.8 |
 OK0585| CG9987 DOVER RM 1                           23.499 METERS 35908     |
 OK0585|---------------------------------------------------------------------|
 OK0585
 OK0585                          SUPERSEDED SURVEY CONTROL
 OK0585
 OK0585  NAD 83(1986)-  43 54 19.56879(N)    084 46 03.72982(W) AD(       ) 1
 OK0585  NAD 27      -  43 54 19.49862(N)    084 46 03.66257(W) AD(       ) 1
 OK0585  NGVD 29 (07/19/86)  331.6    (m)         1088.     (f) VERT ANG       
 OK0585
 OK0585.Superseded values are not recommended for survey control.
 OK0585
 OK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0585.See file dsdata.pdf to determine how the superseded data were derived.
 OK0585
 OK0585_MARKER: DS = TRIANGULATION STATION DISK
 OK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0585_STAMPING: DOVER 1932
 OK0585_MARK LOGO: CGS
 OK0585_PROJECTION: FLUSH
 OK0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0585+STABILITY: SURFACE MOTION
 OK0585
 OK0585  HISTORY     - Date     Condition        Report By
 OK0585  HISTORY     - 1932     MONUMENTED       CGS
 OK0585  HISTORY     - 1968     GOOD             USGS
 OK0585  HISTORY     - 1975     GOOD             CGS
 OK0585  HISTORY     - 1980     GOOD             MIDH
 OK0585  HISTORY     - 20010927 GOOD             USPSQD
 OK0585  HISTORY     - 20090425 POOR             MIDT
 OK0585  HISTORY     - 20090429 GOOD             MIDT
 OK0585
 OK0585                          STATION DESCRIPTION
 OK0585
 OK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0585'ABOUT 14 MILES SOUTHWEST OF GLADWIN, 6 MILES NORTH OF CLARE, IN THE
 OK0585'SOUTHWEST 1/4 SEC. 35, T18N, R4W, 1 FOOT WEST OF AN EAST RIGHT-OF-WAY
 OK0585'FENCE OF U.S. ROUTE 27, 78 FEET EAST OF CENTERLINE OF HIGHWAY, ON TOP
 OK0585'OF A 10-FOOT BANK, 40 FEET SOUTHEAST OF TRIANGULAR BLAZE  ON A 6-INCH
 OK0585'APPLE TREE, AND ABOUT 200 YARDS SOUTHEAST OF A VACANT HOUSE ON THE
 OK0585'WEST SIDE OF THE HIGHWAY.  THE FIELD EAST OF THE STATION IS STUMPY COW
 OK0585'PASTURE.
 OK0585'
 OK0585'TO REACH FROM CLARE, FOLLOW U.S. ROUTE 27 NORTH 5.75 MILES FROM
 OK0585'JUNCTION WITH U.S. ROUTE 10 DIRECT TO STATION SITE.  SURFACE AND
 OK0585'UNDERGROUND MARKS ARE STANDARD MARKS IN CONCRETE, NOTES 1A AND 7A.
 OK0585'
 OK0585'THE UPPER MARK IS FLUSH WITH THE SURFACE.  THE REFERENCE AND AZIMUTH
 OK0585'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OK0585'
 OK0585'RM NO. 1 PROJECTS 3 INCHES, IS 1 FOOT WEST OF EAST OF THE RIGHT-OF-WAY
 OK0585'FENCE, AND 77.28 FEET FROM THE STATION IN AZIMUTH 179 DEG 07 MIN.
 OK0585'
 OK0585'RM NO. 2 PROJECTS 5 INCHES, IS 74 FEET WEST OF THE CENTERLINE OF U.S.
 OK0585'ROUTE 27, 1 FOOT EAST OF WEST RIGHT-OF-WAY FENCE, 15 FEET SOUTH OF A
 OK0585'TELEGRAPH POLE, AND 158.75 FEET FROM STATION IN AZIMUTH 66 DEG 45 MIN.
 OK0585'
 OK0585'AZIMUTH MARK PROJECTS 4 INCHES, IS 33 FEET WEST OF THE CENTERLINE OF
 OK0585'U.S. ROUTE 27, 8 FEET SOUTH OF TELEGRAPH POLE, 1 FOOT EAST OF THE WEST
 OK0585'RIGHT-OF-WAY FENCE, 150 FEET SOUTHEAST OF A WINDMILL, AND
 OK0585'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 175 DEG 54 MIN 17 SEC.
 OK0585
 OK0585                          STATION RECOVERY (1968)
 OK0585
 OK0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OK0585'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDTION
 OK0585'AS DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED.
 OK0585
 OK0585                          STATION RECOVERY (1975)
 OK0585
 OK0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975 (LHW)
 OK0585'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OK0585'RECOVERED.  DUE TO THE PROXIMITY OF THE STATION TO OVERHEAD UTILITY
 OK0585'LINES REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 OK0585'
 OK0585'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AND WOULD REQUIRE
 OK0585'CLEARING.  HOWEVER, THE AZIMUTH MARK WOULD BE VISIBLE FROM THE GROUND
 OK0585'AT REFERENCE MARK 3 AFTER ABOUT 1/2 DAY CLEARING.  THE DIRECTION
 OK0585'BETWEEN THE REFERENCE MARKS AND THE DISTANCES TO THE REFERENCE MARKS
 OK0585'DID NOT AGREE.  REFERENCE MARK 1 BEING 0.11 FOOT SHORTER AND REFERENCE
 OK0585'MARK 2 BEING 0.06 FOOT SHORTER THAN THE 1932 OBSERVATIONS.  DUE TO THE
 OK0585'HEAVY TRAFFIC AND TERRAIN BETWEEN THE STATION AND REFERENCE MARK 3 THE
 OK0585'TRAVERSE CONNECTION WAS ACCOMPLISHED USING EDM EQUIPMENT.  FOLLOWING
 OK0585'IS A NEW DESCRIPTION.
 OK0585'
 OK0585'STATION IS ABOUT 13 MILES WEST OF BEAVERTON, 7 MILES SOUTH OF
 OK0585'HARRISON, 6 MILES NORTH OF CLARE, 1 MILE EAST OF U.S. HIGHWAY 27
 OK0585'EXPRESSWAY AND ON ROAD RIGHT-OF-WAY OF OLD U.S. HIGHWAY 27.
 OK0585'
 OK0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 EXPRESSWAY
 OK0585'AND OLD U.S.27 AT COLONVILLE, GO NORTH ON OLD 27 FOR 1.45 MILES TO A
 OK0585'SIDE ROAD RIGHT, ADAMS ROAD.  CONTINUE NORTH ON OLD 27 FOR 0.3 MILE TO
 OK0585'THE STATION ON THE RIGHT.
 OK0585'
 OK0585'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OLD 27 FOR
 OK0585'0.25 MILE TO THE MARK ON THE LEFT.
 OK0585'
 OK0585'STATION MARK, STAMPED---DOVER 1932---, IS A STANDARD DISK SET IN THE
 OK0585'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OK0585'GROUND SURFACE.  IT IS 80 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 OK0585'FEET WEST OF A NORTH-SOUTH FENCE AND 1.5 FEET SOUTHEAST OF A WITNESS
 OK0585'POST.  THE 1932 DESCRIPTIONS STATE THAT THERE IS AN UNDERGROUND
 OK0585'STATION MARK.
 OK0585'
 OK0585'REFERENCE MARK 1, STAMPED---DOVER NO 1 1932---, IS A STANDARD DISK SET
 OK0585'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OK0585'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST OF A 30-INCH
 OK0585'BEECH TREE, 11 FEET WEST OF THE WIRE FENCE AND 1.5 FEET EAST OF A
 OK0585'WITNESS POST.
 OK0585'
 OK0585'REFERENCE MARK 2, STAMPED---DOVER NO 2 1932---, IS A STANDARD DISK SET
 OK0585'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OK0585'INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET WEST OF THE CENTER OF
 OK0585'THE HIGHWAY, 17 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND 1.6 FEET
 OK0585'NORTH OF A WITNESS POST.
 OK0585'
 OK0585'REFERENCE MARKS 3, STAMPED---DOVER 1932 NO 3 1975---, ARE STANDARD
 OK0585'DISKS.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OK0585'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 80 FEET SOUTH
 OK0585'OF A TELEPHONE LINE POLE, 62 FEET WEST OF THE CENTER OF THE HIGHWAY
 OK0585'AND 12 FEET EAST OF A WITNESS POST.
 OK0585'
 OK0585'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OK0585'CONCRETE 46 INCHES BELOW THE GROUND.
 OK0585'
 OK0585'AZIMUTH MARK, STAMPED---DOVER 1932 AZIMUTH---, IS A STANDARD REFERENCE
 OK0585'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OK0585'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 38 FEET SOUTHEAST OF A
 OK0585'22-INCH OAK TREE, 33 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 OK0585'EAST OF A WITNESS POST.
 OK0585'
 OK0585'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 OK0585'LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.  DESCRIBED BY M.K.FOWLER.
 OK0585
 OK0585                          STATION RECOVERY (1980)
 OK0585
 OK0585'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OK0585'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0585'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED
 OK0585'FAIRLY CLOSE TO THE 1932 DATA.  AZIMUTH MARK WAS NOT FOUND.
 OK0585'
 OK0585'THE HIGHWAY, OLD US 27, NOW HAS ABOUT A 35 FOOT BANK FROM THE
 OK0585'PAVEMENT TO THE STATION.  FIELD EAST OF STATION IS NOW WOODED TO THE
 OK0585'IMMEDIATE AREA OF STATION.  FENCES ARE IN VERY POOR CONDITION.
 OK0585'
 OK0585'TO REACH DESCRIPTION OF 1932 IS GOOD EXCEPT ROUTE US 27 IS NOW
 OK0585'CALLED OLD US 27.
 OK0585
 OK0585                          STATION RECOVERY (2001)
 OK0585
 OK0585'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0585'RECOVERED IN GOOD CONDITION.
 OK0585
 OK0585                          STATION RECOVERY (2009)
 OK0585
 OK0585'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 OK0585'FOUND LEANING SW, GOOD CHANCE OF MOVEMENT
 OK0585
 OK0585                          STATION RECOVERY (2009)
 OK0585
 OK0585'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OK0585'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 CG9987 ***********************************************************************
 CG9987  DESIGNATION -  DOVER RM 1
 CG9987  PID         -  CG9987
 CG9987  STATE/COUNTY-  MI/CLARE
 CG9987  COUNTRY     -  US
 CG9987  USGS QUAD   -  HATTON (2017)
 CG9987
 CG9987                         *CURRENT SURVEY CONTROL
 CG9987  ______________________________________________________________________
 CG9987* NAD 83(1994) POSITION- 43 54 20.33432(N) 084 46 03.73619(W)   ADJUSTED
 CG9987* NAVD 88 ORTHO HEIGHT -   330.992 (meters)     1085.93  (feet) ADJUSTED
 CG9987  ______________________________________________________________________
 CG9987  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 CG9987  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 CG9987  DYNAMIC HEIGHT  -        330.932 (meters)     1085.73  (feet) COMP
 CG9987  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 CG9987
 CG9987  HORZ ORDER      -  SECOND
 CG9987  VERT ORDER      -  FIRST     CLASS II
 CG9987
 CG9987.The horizontal coordinates were established by classical geodetic methods
 CG9987.and adjusted by the National Geodetic Survey in February 1997.
 CG9987
 CG9987.The orthometric height was determined by differential leveling and
 CG9987.adjusted by the NATIONAL GEODETIC SURVEY
 CG9987.in April 2012.
 CG9987
 CG9987.Significant digits in the geoid height do not necessarily reflect accuracy.
 CG9987.GEOID18 height accuracy estimate available here.
 CG9987
 CG9987.Click photographs - Photos may exist for this station.
 CG9987
 CG9987.The Laplace correction was computed from DEFLEC18 derived deflections.
 CG9987
 CG9987.The dynamic height is computed by dividing the NAVD 88
 CG9987.geopotential number by the normal gravity value computed on the
 CG9987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG9987.degrees latitude (g = 980.6199 gals.).
 CG9987
 CG9987.The modeled gravity was interpolated from observed gravity values.
 CG9987
 CG9987. The following values were computed from the NAD 83(1994) position.
 CG9987
 CG9987;                    North         East     Units Scale Factor Converg.
 CG9987;SPC MI C     -    65,530.331 5,967,781.062   MT  1.00007519   -0 16 59.9
 CG9987;SPC MI C     -   214,994.52 19,579,334.19   iFT  1.00007519   -0 16 59.9
 CG9987;UTM  16      - 4,863,815.753   679,257.487   MT  0.99999523   +1 32 54.4
 CG9987
 CG9987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG9987!SPC MI C     -   0.99995339  x   1.00007519  =   1.00002857
 CG9987!UTM  16      -   0.99995339  x   0.99999523  =   0.99994862
 CG9987
 CG9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7925763815(NAD 83)
 CG9987
 CG9987                          SUPERSEDED SURVEY CONTROL
 CG9987
 CG9987  NAD 83(1986)-  43 54 20.33021(N)    084 46 03.74562(W) AD(       ) 2
 CG9987  NAD 27      -  43 54 20.23831(N)    084 46 03.70958(W) AD(       ) 2
 CG9987  NGVD 29 (07/19/86)  329.2    (m)         1080.     (f) VERT ANG       
 CG9987
 CG9987.Superseded values are not recommended for survey control.
 CG9987
 CG9987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG9987.See file dsdata.pdf to determine how the superseded data were derived.
 CG9987
 CG9987_MARKER: DR = REFERENCE MARK DISK
 CG9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG9987_STAMPING: DOVER NO 1 1932
 CG9987_MARK LOGO: CGS
 CG9987_PROJECTION: FLUSH
 CG9987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG9987+STABILITY: SURFACE MOTION
 CG9987
 CG9987  HISTORY     - Date     Condition        Report By
 CG9987  HISTORY     - 1932     MONUMENTED       CGS
 CG9987  HISTORY     - 1975     GOOD             NGS
 CG9987  HISTORY     - 20090619 GOOD             MIDT
 CG9987
 CG9987                          STATION DESCRIPTION
 CG9987
 CG9987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 CG9987'RECOVERED IN GOOD CONDITION.
 CG9987
 CG9987                          STATION RECOVERY (2009)
 CG9987
 CG9987'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 CG9987'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0589 ***********************************************************************
 OK0589  DESIGNATION -  DOVER RM 2
 OK0589  PID         -  OK0589
 OK0589  STATE/COUNTY-  MI/CLARE
 OK0589  COUNTRY     -  US
 OK0589  USGS QUAD   -  HATTON (2017)
 OK0589
 OK0589                         *CURRENT SURVEY CONTROL
 OK0589  ______________________________________________________________________
 OK0589* NAD 83(1994) POSITION- 43 54 18.95331(N) 084 46 05.71206(W)   ADJUSTED
 OK0589* NAVD 88 ORTHO HEIGHT -   330.710 (meters)     1085.00  (feet) ADJUSTED
 OK0589  ______________________________________________________________________
 OK0589  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 OK0589  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 OK0589  DYNAMIC HEIGHT  -        330.650 (meters)     1084.81  (feet) COMP
 OK0589  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 OK0589
 OK0589  HORZ ORDER      -  SECOND
 OK0589  VERT ORDER      -  FIRST     CLASS II
 OK0589
 OK0589.The horizontal coordinates were established by classical geodetic methods
 OK0589.and adjusted by the National Geodetic Survey in February 1997.
 OK0589
 OK0589.The orthometric height was determined by differential leveling and
 OK0589.adjusted by the NATIONAL GEODETIC SURVEY
 OK0589.in April 2012.
 OK0589
 OK0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0589.GEOID18 height accuracy estimate available here.
 OK0589
 OK0589.Click photographs - Photos may exist for this station.
 OK0589
 OK0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0589
 OK0589.The dynamic height is computed by dividing the NAVD 88
 OK0589.geopotential number by the normal gravity value computed on the
 OK0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0589.degrees latitude (g = 980.6199 gals.).
 OK0589
 OK0589.The modeled gravity was interpolated from observed gravity values.
 OK0589
 OK0589. The following values were computed from the NAD 83(1994) position.
 OK0589
 OK0589;                    North         East     Units Scale Factor Converg.
 OK0589;SPC MI C     -    65,487.922 5,967,736.757   MT  1.00007531   -0 17 01.3
 OK0589;SPC MI C     -   214,855.39 19,579,188.84   iFT  1.00007531   -0 17 01.3
 OK0589;UTM  16      - 4,863,771.954   679,214.564   MT  0.99999504   +1 32 53.0
 OK0589
 OK0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0589!SPC MI C     -   0.99995343  x   1.00007531  =   1.00002874
 OK0589!UTM  16      -   0.99995343  x   0.99999504  =   0.99994847
 OK0589
 OK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7921463771(NAD 83)
 OK0589
 OK0589                          SUPERSEDED SURVEY CONTROL
 OK0589
 OK0589  NAD 83(1986)-  43 54 18.94892(N)    084 46 05.72186(W) AD(       ) 2
 OK0589  NAD 27      -  43 54 18.85780(N)    084 46 05.68484(W) AD(       ) 2
 OK0589  NGVD 29 (07/19/86)  331.6    (m)         1088.     (f) VERT ANG       
 OK0589
 OK0589.Superseded values are not recommended for survey control.
 OK0589
 OK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0589.See file dsdata.pdf to determine how the superseded data were derived.
 OK0589
 OK0589_MARKER: DR = REFERENCE MARK DISK
 OK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0589_STAMPING: DOVER NO 2 1932
 OK0589_MARK LOGO: CGS
 OK0589_PROJECTION: FLUSH
 OK0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0589+STABILITY: SURFACE MOTION
 OK0589
 OK0589  HISTORY     - Date     Condition        Report By
 OK0589  HISTORY     - 1932     MONUMENTED       CGS
 OK0589  HISTORY     - 1976     GOOD             NGS
 OK0589  HISTORY     - 20090429 GOOD             MIDT
 OK0589  HISTORY     - 20090527 GOOD             MIDT
 OK0589
 OK0589                          STATION DESCRIPTION
 OK0589
 OK0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 OK0589'RECOVERED IN GOOD CONDITION.
 OK0589
 OK0589                          STATION RECOVERY (2009)
 OK0589
 OK0589'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OK0589'RECOVERED IN GOOD CONDITION.
 OK0589'
 OK0589'NOTE-THE AZIMUTH MARK WAS FOUND LEANING TO THE SOUTHWEST
 OK0589
 OK0589                          STATION RECOVERY (2009)
 OK0589
 OK0589'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 OK0589'RECOVERY NOTE, REFERENCE MARK DOVER RM1 WAS FOUND IN GOOD CONDITION
 OK0589'AND AZIMUTH MARK WAS FOUND LEANING SOUTHWEST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0587 ***********************************************************************
 OK0587  DESIGNATION -  DOVER RM 3
 OK0587  PID         -  OK0587
 OK0587  STATE/COUNTY-  MI/CLARE
 OK0587  COUNTRY     -  US
 OK0587  USGS QUAD   -  HATTON (2017)
 OK0587
 OK0587                         *CURRENT SURVEY CONTROL
 OK0587  ______________________________________________________________________
 OK0587* NAD 83(1994) POSITION- 43 54 19.65488(N) 084 46 05.55822(W)   ADJUSTED
 OK0587* NAVD 88 ORTHO HEIGHT -   332.227 (meters)     1089.98  (feet) ADJUSTED
 OK0587  ______________________________________________________________________
 OK0587  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 OK0587  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 OK0587  DYNAMIC HEIGHT  -        332.167 (meters)     1089.78  (feet) COMP
 OK0587  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 OK0587
 OK0587  HORZ ORDER      -  FIRST
 OK0587  VERT ORDER      -  FIRST     CLASS II
 OK0587
 OK0587.The horizontal coordinates were established by classical geodetic methods
 OK0587.and adjusted by the National Geodetic Survey in February 1997.
 OK0587
 OK0587.The orthometric height was determined by differential leveling and
 OK0587.adjusted by the NATIONAL GEODETIC SURVEY
 OK0587.in April 2012.
 OK0587
 OK0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0587.GEOID18 height accuracy estimate available here.
 OK0587
 OK0587.Click photographs - Photos may exist for this station.
 OK0587
 OK0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0587
 OK0587.The dynamic height is computed by dividing the NAVD 88
 OK0587.geopotential number by the normal gravity value computed on the
 OK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0587.degrees latitude (g = 980.6199 gals.).
 OK0587
 OK0587.The modeled gravity was interpolated from observed gravity values.
 OK0587
 OK0587. The following values were computed from the NAD 83(1994) position.
 OK0587
 OK0587;                    North         East     Units Scale Factor Converg.
 OK0587;SPC MI C     -    65,509.560 5,967,740.297   MT  1.00007525   -0 17 01.2
 OK0587;SPC MI C     -   214,926.38 19,579,200.45   iFT  1.00007525   -0 17 01.2
 OK0587;UTM  16      - 4,863,793.692   679,217.410   MT  0.99999506   +1 32 53.1
 OK0587
 OK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0587!SPC MI C     -   0.99995319  x   1.00007525  =   1.00002844
 OK0587!UTM  16      -   0.99995319  x   0.99999506  =   0.99994825
 OK0587
 OK0587:                Primary Azimuth Mark                     Grid Az
 OK0587:SPC MI C     -  DOVER AZ MK                              001 32 46.9
 OK0587:UTM  16      -  DOVER AZ MK                              359 42 52.6
 OK0587
 OK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7921763793(NAD 83)
 OK0587
 OK0587|---------------------------------------------------------------------|
 OK0587| PID    Reference Object                     Distance      Geod. Az  |
 OK0587|                                                           dddmmss.s |
 OK0587| OK0586 DOVER AZ MK                         436.100 METERS 0011545.7 |
 OK0587| CG9987 DOVER RM 1                           45.748 METERS 06243     |
 OK0587| OK0585 DOVER                                41.088 METERS 09332     |
 OK0587| OK0589 DOVER RM 2                           21.924 METERS 18901     |
 OK0587| OK0588 DOVER AZ MK PT A                    426.358 METERS 3593257.4 |
 OK0587|---------------------------------------------------------------------|
 OK0587
 OK0587                          SUPERSEDED SURVEY CONTROL
 OK0587
 OK0587  NAD 83(1986)-  43 54 19.65066(N)    084 46 05.56794(W) AD(       ) 1
 OK0587  NAD 27      -  43 54 19.58046(N)    084 46 05.49943(W) AD(       ) 1
 OK0587  NGVD 29 (07/19/86)  331.9    (m)         1089.     (f) VERT ANG       
 OK0587
 OK0587.Superseded values are not recommended for survey control.
 OK0587
 OK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0587.See file dsdata.pdf to determine how the superseded data were derived.
 OK0587
 OK0587_MARKER: DR = REFERENCE MARK DISK
 OK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0587_STAMPING: DOVER 1932 NO 3 1975
 OK0587_MARK LOGO: NGS
 OK0587_PROJECTION: FLUSH
 OK0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0587+STABILITY: SURFACE MOTION
 OK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0587+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 OK0587
 OK0587  HISTORY     - Date     Condition        Report By
 OK0587  HISTORY     - 1975     MONUMENTED       NGS
 OK0587  HISTORY     - 19940610 GOOD             NGS
 OK0587  HISTORY     - 20010927 GOOD             USPSQD
 OK0587  HISTORY     - 20090429 GOOD             MIDT
 OK0587  HISTORY     - 20090527 GOOD             MIDT
 OK0587
 OK0587                          STATION DESCRIPTION
 OK0587
 OK0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 OK0587'THIS STATION WAS ESTABLISHED AS A TOWER COULD NOT BE BUILT
 OK0587'OVER DOVER DUE TO THE PROXIMITY OF THE STATION TO OVERHEAD
 OK0587'UTILITY LINES.
 OK0587'
 OK0587'STATION IS ABOUT 13 MILES WEST OF BEAVERTON, 7 MILES SOUTH OF
 OK0587'HARRISON, 6 MILES NORTH OF CLARE, 1 MILE EAST OF U.S. HIGHWAY
 OK0587'27 EXPRESSWAY AND ON ROAD RIGHT-OF-WAY OF OLD U.S. HIGHWAY 27.
 OK0587'
 OK0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 OK0587'EXPRESSWAY AND OLD U.S. 27 AT COLONVILLE, GO NORTH ON OLD
 OK0587'27 FOR 1.45 MILES TO A SIDE ROAD RIGHT, ADAMS ROAD.  CONTINUE
 OK0587'NORTH ON OLD 27 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 OK0587'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON OLD 27
 OK0587'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OK0587'
 OK0587'STATION MARKS, STAMPED---DOVER 1932 NO 3 1975---, ARE STANDARD
 OK0587'REFERENCE MARK DISKS.  SURFACE DISK IS SET IN THE TOP OF A
 OK0587'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OK0587'GROUND.  IT IS 80 FEET SOUTH OF A TELEPHONE LINE POLE, 62 FEET
 OK0587'WEST OF THE CENTER OF THE HIGHWAY AND 12 FEET EAST OF A
 OK0587'WITNESS POST.  UNDERGROUND MARK IS SET IN THE TOP OF AN
 OK0587'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND.
 OK0587'
 OK0587'REFERENCE MARK 1, STAMPED---DOVER NO 1 1932---, IS A
 OK0587'STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0587'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15
 OK0587'FEET EAST OF A 30-INCH BEECH TREE, 11 FEET WEST OF A WIRE
 OK0587'FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 OK0587'
 OK0587'REFERENCE MARK 2, STAMPED---DOVER NO 2 1932---, IS A
 OK0587'STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0587'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 68
 OK0587'FEET WEST OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTHWEST
 OK0587'OF A TELEPHONE LINE POLE AND 1.6 FEET NORTH OF A WITNESS POST.
 OK0587'
 OK0587'DOVER 1932, STAMPED---DOVER 1932---, IS A STANDARD STATION MARK
 OK0587'DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OK0587'THAT IS FLUSH WITH THE GROUND.  IT IS 80 FEET EAST OF THE
 OK0587'CENTER OF THE HIGHWAY, 3 FEET WEST OF A NORTH-SOUTH FENCE AND
 OK0587'1.5 FEET SOUTHEAST OF A WITNESS POST.
 OK0587'
 OK0587'AZIMUTH MARK, STAMPED---DOVER 1932 AZIMUTH---, IS A STANDARD
 OK0587'REFERENCE MARK DISK, SET IN THE TOP OF A 12-INCH SQUARE
 OK0587'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 OK0587'IT IS 38 FEET SOUTHEAST OF A 22-INCH OAK TREE, 33 FEET WEST
 OK0587'OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A WITNESS POST
 OK0587'
 OK0587'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0587'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.7 METERS.
 OK0587'DESCRIBED BY M.K. FOWLER.
 OK0587
 OK0587                          STATION RECOVERY (1994)
 OK0587
 OK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0587'NOTE--STATION SITE WILL NEED PERIODIC CLEARING OF LOW SUMAC OR USE A
 OK0587'TALL TRIPOD.  STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH-SOUTHEAST
 OK0587'OF HARRISON, 10 KM (6.20 MI) NORTH OF CLARE, ALONG OLD HIGHWAY 27, ON
 OK0587'A 6 M (19.7 FT) HIGH CUTBANK, IN A PATCH OF SUMAC, ADJACENT TO A
 OK0587'GARAGE, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF
 OK0587'TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF US
 OK0587'HIGHWAY 27 AND MANNSIDING ROAD (ABOUT 6 KM (3.70 MI) SOUTH OF
 OK0587'HARRISON) , GO EAST ON MANNSIDING ROAD FOR 0.78 KM (0.50 MI) TO A
 OK0587'CROSSROAD.  TURN RIGHT, SOUTH, ON CLARE AVENUE (OLD HIGHWAY 27) FOR
 OK0587'4.85 KM (3.00 MI) TO A PAVED ROAD LEFT (BROWNS ROAD) .  CONTINUE SOUTH
 OK0587'FOR 0.60 KM (0.35 MI) TO A CONCRETE DRIVEWAY ON THE RIGHT AT TOP OF
 OK0587'RISE.  CONTINUE AHEAD FOR 56 M (183.7 FT) TO THE STATION ON THE RIGHT.
 OK0587'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 OK0587'FLUSH WITH THE GROUND.  IT IS 18.7 M (61.4 FT) (SLOPE) WEST OF THE
 OK0587'ROAD CENTER, 5 M (16.4 FT) WEST OF THE BANK EDGE, 3.6 M (11.8 FT)
 OK0587'EAST-SOUTHEAST OF A METAL WITNESS POST, 4.2 M (13.8 FT) EAST-SOUTHEAST
 OK0587'OF UTILITY POLE 5120, 9.7 M (31.8 FT) EAST-SOUTHEAST OF THE NORTHEAST
 OK0587'CORNER OF A GARAGE, 0.6 M (2.0 FT) SOUTH OF THE EXTENDED FRONT OF THE
 OK0587'GARAGE, AND 5 M (16.4 FT) SOUTH OF A MOWED LAWN EDGE.  DESCRIBED BY
 OK0587'G.R.HEID
 OK0587
 OK0587                          STATION RECOVERY (2001)
 OK0587
 OK0587'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0587'RECOVERED IN GOOD CONDITION.
 OK0587
 OK0587                          STATION RECOVERY (2009)
 OK0587
 OK0587'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OK0587'RECOVERED IN GOOD CONDITION.
 OK0587'
 OK0587'NOTE-THE MARK IS NOW 2.0FT WEST OF THE TOP OF BANK AND 0.2FT BELOW THE
 OK0587'SURFACE.
 OK0587
 OK0587                          STATION RECOVERY (2009)
 OK0587
 OK0587'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 OK0587'RECOVERY NOTE, NOW 2.0 FEET WEST OF THE TOP OF BANK AND 0.20 BELOW
 OK0587'SURFACE. NOT SUITABLE FOR GPS WITHOUT TREE REMOVAL
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0484 ***********************************************************************
 PL0484  DESIGNATION -  DOWN RIVER AZ MK RESET
 PL0484  PID         -  PL0484
 PL0484  STATE/COUNTY-  MI/CRAWFORD
 PL0484  COUNTRY     -  US
 PL0484  USGS QUAD   -  WAKELEY LAKE (2017)
 PL0484
 PL0484                         *CURRENT SURVEY CONTROL
 PL0484  ______________________________________________________________________
 PL0484* NAD 83(1994) POSITION- 44 42 26.42451(N) 084 35 47.13502(W)   ADJUSTED
 PL0484* NAVD 88 ORTHO HEIGHT -   430.6   (meters)     1413.    (feet) VERTCON3
 PL0484  ______________________________________________________________________
 PL0484  GEOID HEIGHT    -        -34.682 (meters)                     GEOID18
 PL0484  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 PL0484  HORZ ORDER      -  SECOND
 PL0484
 PL0484.The horizontal coordinates were established by classical geodetic methods
 PL0484.and adjusted by the National Geodetic Survey in February 1997.
 PL0484
 PL0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0484
 PL0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0484.GEOID18 height accuracy estimate available here.
 PL0484
 PL0484.Click photographs - Photos may exist for this station.
 PL0484
 PL0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0484
 PL0484. The following values were computed from the NAD 83(1994) position.
 PL0484
 PL0484;                    North         East     Units Scale Factor Converg.
 PL0484;SPC MI C     -   154,557.432 5,981,793.648   MT  0.99992115   -0 09 44.3
 PL0484;SPC MI C     -   507,078.19 19,625,307.24   iFT  0.99992115   -0 09 44.3
 PL0484;UTM  16      - 4,953,250.770   690,400.904   MT  1.00004582   +1 41 29.0
 PL0484
 PL0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0484!SPC MI C     -   0.99993792  x   0.99992115  =   0.99985907
 PL0484!UTM  16      -   0.99993792  x   1.00004582  =   0.99998374
 PL0484
 PL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9040053250(NAD 83)
 PL0484
 PL0484                          SUPERSEDED SURVEY CONTROL
 PL0484
 PL0484  NAD 83(1986)-  44 42 26.41882(N)    084 35 47.13928(W) AD(       ) 2
 PL0484  NAD 27      -  44 42 26.36143(N)    084 35 47.05178(W) AD(       ) 2
 PL0484  NGVD 29 (07/19/86)  430.8    (m)         1413.     (f) VERT ANG       
 PL0484
 PL0484.Superseded values are not recommended for survey control.
 PL0484
 PL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0484.See file dsdata.pdf to determine how the superseded data were derived.
 PL0484
 PL0484_MARKER: DZ = AZIMUTH MARK DISK
 PL0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0484_STAMPING: DOWN RIVER 1949
 PL0484_MARK LOGO: CGS
 PL0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0484+STABILITY: SURFACE MOTION
 PL0484
 PL0484  HISTORY     - Date     Condition        Report By
 PL0484  HISTORY     - 1949     MONUMENTED       CGS
 PL0484
 PL0484                          STATION DESCRIPTION
 PL0484
 PL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0484'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF PERE
 PL0484'CHENEY, 8.7 MI (14.0 KM) SOUTHWEST OF LOVELLS AND 6.6 MI (10.7 KM)
 PL0484'EAST-NORTHEAST OF GRAYLING.
 PL0484'
 PL0484'IT IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A
 PL0484'METAL WITNESS POST AND AT THE TOP OF A SMALL GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0482 ***********************************************************************
 PL0482  DESIGNATION -  DOWN RIVER FIRE LOT
 PL0482  PID         -  PL0482
 PL0482  STATE/COUNTY-  MI/CRAWFORD
 PL0482  COUNTRY     -  US
 PL0482  USGS QUAD   -  WAKELEY LAKE (2017)
 PL0482
 PL0482                         *CURRENT SURVEY CONTROL
 PL0482  ______________________________________________________________________
 PL0482* NAD 83(1994) POSITION- 44 42 31.61046(N) 084 35 38.23248(W)   ADJUSTED
 PL0482  ______________________________________________________________________
 PL0482  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 PL0482  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 PL0482  HORZ ORDER      -  THIRD
 PL0482
 PL0482.The horizontal coordinates were established by classical geodetic methods
 PL0482.and adjusted by the National Geodetic Survey in February 1997.
 PL0482
 PL0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0482.GEOID18 height accuracy estimate available here.
 PL0482
 PL0482.Click photographs - Photos may exist for this station.
 PL0482
 PL0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0482
 PL0482. The following values were computed from the NAD 83(1994) position.
 PL0482
 PL0482;                    North         East     Units Scale Factor Converg.
 PL0482;SPC MI C     -   154,716.948 5,981,990.053   MT  0.99992105   -0 09 38.0
 PL0482;SPC MI C     -   507,601.54 19,625,951.62   iFT  0.99992105   -0 09 38.0
 PL0482;UTM  16      - 4,953,416.577   690,592.070   MT  1.00004672   +1 41 35.4
 PL0482
 PL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9059253416(NAD 83)
 PL0482
 PL0482                          SUPERSEDED SURVEY CONTROL
 PL0482
 PL0482  NAD 83(1986)-  44 42 31.60477(N)    084 35 38.23674(W) AD(       ) 3
 PL0482  NAD 27      -  44 42 31.54741(N)    084 35 38.14954(W) AD(       ) 3
 PL0482
 PL0482.Superseded values are not recommended for survey control.
 PL0482
 PL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0482.See file dsdata.pdf to determine how the superseded data were derived.
 PL0482
 PL0482_MARKER: 57 = LOOKOUT TOWER
 PL0482
 PL0482  HISTORY     - Date     Condition        Report By
 PL0482  HISTORY     - 1932     FIRST OBSERVED   CGS
 PL0482  HISTORY     - 1949     GOOD             CGS
 PL0482
 PL0482                          STATION DESCRIPTION
 PL0482
 PL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0482'STATION IS LOCATED 7 MILES NORTHEAST OF GRAYLING.  IT IS A FOUR
 PL0482'LEGGED STEEL
 PL0482'STRUCTURE ABOUT 125 FEET HIGH PAINTED BLACK AND WHITE WITH A ENCLOSED
 PL0482'CAB AT THE TOP.  THE POINT OBSERVED ON
 PL0482'AND TRAVERSED TO WAS THE CENTER OF THE BASE OF THE TOWER.
 PL0482'
 PL0482'TO REACH THE STATION FROM THE POST OFFICE IN GRAYLING GO EAST ON
 PL0482'MICHIGAN STREET FOR 0.7 MILE TO
 PL0482'THE DOWN RIVER ROAD, TURN RIGHT ON THE DOWN RIVER ROAD AND GO 4.2
 PL0482'MILES TO A T-ROAD LEFT, TURN LEFT AND
 PL0482'GO 3.65 MILES TO THE STATION AS DESCRIBED.
 PL0482'
 PL0482'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DOWN RIVER
 PL0482'AND THE DISTANCE WAS FOUND TO BE
 PL0482'5.18 METERS.  (17.0 FEET).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0481 ***********************************************************************
 PL0481  DESIGNATION -  DOWN RIVER RESET
 PL0481  PID         -  PL0481
 PL0481  STATE/COUNTY-  MI/CRAWFORD
 PL0481  COUNTRY     -  US
 PL0481  USGS QUAD   -  WAKELEY LAKE (2017)
 PL0481
 PL0481                         *CURRENT SURVEY CONTROL
 PL0481  ______________________________________________________________________
 PL0481* NAD 83(1994) POSITION- 44 42 31.69694(N) 084 35 38.03080(W)   ADJUSTED
 PL0481* NAVD 88 ORTHO HEIGHT -   431.0   (meters)     1414.    (feet) VERTCON3
 PL0481  ______________________________________________________________________
 PL0481  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 PL0481  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 PL0481  HORZ ORDER      -  FIRST
 PL0481
 PL0481.The horizontal coordinates were established by classical geodetic methods
 PL0481.and adjusted by the National Geodetic Survey in February 1997.
 PL0481
 PL0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0481
 PL0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0481.GEOID18 height accuracy estimate available here.
 PL0481
 PL0481.Click photographs - Photos may exist for this station.
 PL0481
 PL0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0481
 PL0481. The following values were computed from the NAD 83(1994) position.
 PL0481
 PL0481;                    North         East     Units Scale Factor Converg.
 PL0481;SPC MI C     -   154,719.605 5,981,994.500   MT  0.99992105   -0 09 37.9
 PL0481;SPC MI C     -   507,610.25 19,625,966.21   iFT  0.99992105   -0 09 37.9
 PL0481;UTM  16      - 4,953,419.376   690,596.429   MT  1.00004674   +1 41 35.6
 PL0481
 PL0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0481!SPC MI C     -   0.99993786  x   0.99992105  =   0.99985891
 PL0481!UTM  16      -   0.99993786  x   1.00004674  =   0.99998460
 PL0481
 PL0481:                Primary Azimuth Mark                     Grid Az
 PL0481:SPC MI C     -  GRAYLING MUNICIPAL TANK                  240 46 31.2
 PL0481:UTM  16      -  GRAYLING MUNICIPAL TANK                  238 55 17.7
 PL0481
 PL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9059653419(NAD 83)
 PL0481
 PL0481|---------------------------------------------------------------------|
 PL0481| PID    Reference Object                     Distance      Geod. Az  |
 PL0481|                                                           dddmmss.s |
 PL0481| CH1062 DOWN RIVER RM 3                      19.265 METERS 06427     |
 PL0481| CH1061 DOWN RIVER RM 2                      22.540 METERS 06614     |
 PL0481| PL0492 PORTAGE LAKE TOWER                  APPROX.21.7 KM 2281258.3 |
 PL0481| CH1063 DOWN RIVER RM 4                       8.931 METERS 23028     |
 PL0481| PL0484 DOWN RIVER AZ MK RESET              258.170 METERS 23055     |
 PL0481| PL0482 DOWN RIVER FIRE LOT                   5.180 METERS 23859     |
 PL0481| PL0489 GRAYLING MUNICIPAL TANK             APPROX.10.9 KM 2403653.3 |
 PL0481| PL0490 AIRPORT BCN GRAYLING APT            APPROX.10.7 KM 2523239.5 |
 PL0481| PL0494 DEWARD FIRE LOOKOUT TOWER           APPROX.18.0 KM 2881519.4 |
 PL0481| AB5474 DOWN RIVER AZ MK                                   3165638.4 |
 PL0481| CH1060 DOWN RIVER RM 1                      24.750 METERS 32607     |
 PL0481|---------------------------------------------------------------------|
 PL0481
 PL0481                          SUPERSEDED SURVEY CONTROL
 PL0481
 PL0481  NAD 83(1986)-  44 42 31.69125(N)    084 35 38.03505(W) AD(       ) 1
 PL0481  NAD 27      -  44 42 31.63389(N)    084 35 37.94787(W) AD(       ) 1
 PL0481  NGVD 29 (07/19/86)  431.2    (m)         1415.     (f) VERT ANG       
 PL0481
 PL0481.Superseded values are not recommended for survey control.
 PL0481
 PL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0481.See file dsdata.pdf to determine how the superseded data were derived.
 PL0481
 PL0481_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0481_STAMPING: DOWN RIVER 1932 1976
 PL0481_MARK LOGO: NGS
 PL0481_PROJECTION: FLUSH
 PL0481_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0481+STABILITY: SURFACE MOTION
 PL0481
 PL0481  HISTORY     - Date     Condition        Report By
 PL0481  HISTORY     - 1976     MONUMENTED       NGS
 PL0481  HISTORY     - 1980     SEE DESCRIPTION  MIDH
 PL0481
 PL0481                          STATION DESCRIPTION
 PL0481
 PL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HCW)
 PL0481'STATION MARK WAS FOUND LEANING.  UNDERGROUND MARK WAS RECOVERED.  THIS
 PL0481'MARK WAS REMOVED, AND A NEW DISK WAS ESTABLISHED IN PLACE IN A LOWER
 PL0481'POSITION.  A NEW SURFACE DISK WAS ESTABLISHED HOLDING THE ORIGINAL
 PL0481'POSITION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED IN 1975, BUT NOT
 PL0481'USED UNTIL THIS DATE.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 PL0481'CONDITION (NOT A REFERENCE MARK DISK AS PREVIOUSLY NOTED).  A COMPLETE
 PL0481'NEW DESCRIPTION FOLLOWS.
 PL0481'
 PL0481'THE STATION IS LOCATED 10 MILES SOUTH OF THE OTSEGO COUNTY LINE, 11
 PL0481'MILES WEST OF THE OSCODA COUNTY LINE, 7 MILES NORTHEAST OF GRAYLING,
 PL0481'AT THE REMAINS OF THE DOWN RIVER LOOKOUT TOWER, ON A LOW SANDY KNOLL,
 PL0481'ON STATE PROPERTY.  THE LAND IS USED BY CAMP GRAYLING, MICHIGAN
 PL0481'NATIONAL GUARD, DURING THE SUMMER MONTHS.  THE TO REACH IS THROUGH A
 PL0481'TANK FIRING AREA, PERMISSION CAN BE OBTAINED FROM THE CAMP COMMANDER.
 PL0481'
 PL0481'TO REACH THE STATION FROM THE GRAYLING POST OFFICE, GO SOUTH ON
 PL0481'MICHIGAN AVENUE FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT ON STATE
 PL0481'HIGHWAY 72 AND INTERSTATE HIGHWAY BUSINESS LOOP 75 FOR 0.25 MILE TO
 PL0481'ITS JUNCTION WITH STATE HIGHWAY 93.  CONTINUE NORTHERLY ON HIGHWAYS
 PL0481'72, 75, AND 93 FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT ON COUNTY
 PL0481'ROAD FOR 1.0 MILE TO THE BRIDGE OVER INTERSTATE HIGHWAY 75.  CONTINUE
 PL0481'ON COUNTY ROAD FOR 3.15 MILES TO HEADQUARTERS ROAD ON THE RIGHT.
 PL0481'CONTINUE ON COUNTY ROAD FOR 0.35 MILE TO A SAND ROAD LEFT AND SIGN
 PL0481'(RANGE 36).  TURN LEFT, NORTHERLY, AND GO 0.35 MILE TO A CROSSROAD AND
 PL0481'GATE.  PASS THROUGH GATE AND FOLLOW SAND ROAD FOR 0.55 MILE TO A FORK
 PL0481'AT AN AMMUNITION BUNKER ON THE RIGHT.  BEAR RIGHT FOR 0.15 MILE TO AN
 PL0481'ANGULAR CROSSROAD.  CONTINUE NORTHEAST ON A VERY SANDY ROAD UP SHALLOW
 PL0481'VALLEY FOR 1.05 MILE TO A CROSSROAD WITH A 50 FOOT CLEARING ON EACH
 PL0481'SIDE.  CONTINUE AHEAD FOR 0.6 MILE TO A LOW RIDGE CREST AND THE
 PL0481'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.15 MILE TO THE KNOLL
 PL0481'AND THE STATION ON THE LEFT.
 PL0481'
 PL0481'STATION MARK, STAMPED---DOWN RIVER 1932 1976---, A STANDARD DISK SET
 PL0481'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WUITH THE
 PL0481'GROUND.  IT IS 40.8 FEET WEST-SOUTHWEST OF THE WEST CORNER OF CONCRETE
 PL0481'STEPS TO EAST 1 OF 2 SETS OF LOOKOUT TOWER FOOTINGS, 18 FEET EAST OF
 PL0481'HIGH GROUND, AND 2 FEET LOWER THAN HIGH GROUND, 18 FEET NORTH OF THE
 PL0481'CENTER OF THE CENTER 1 OF 3 ROADS, AND 6.0 FEET EAST OF THE NORTHEAST
 PL0481'FOOTING OF THE WEST TOWER.  UNDERGROUND DISK IS SET IN TOP OF AN
 PL0481'IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 PL0481'
 PL0481'REFERENCE MARK 3, STAMPED---DOWN RIVER 1932 NO 3 1975---, A STANDARD
 PL0481'DISK CEMENTED IN A DRILL HOLE IN THE EAST FOOTING OF THE EAST LOOKOUT
 PL0481'TOWER.  THIS FOOTING PROJECTS 18 INCHES ABOVE GROUND.
 PL0481'
 PL0481'REFERENCE MARK 4, STAMPED---DOWN RIVER 1932 NO 4 1975---, A STANDARD
 PL0481'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST FOOTING OF DISMANTLED
 PL0481'LOOKOUT TOWER.  THIS FOOTING IS FLUSH WITH THE GROUND, 23 FEET
 PL0481'NORTHWEST OF THE CENTER OF THE CENTER 1 OF 3 ROADS, AND 17 FEET SOUTH
 PL0481'OF HIGH GROUND.
 PL0481'
 PL0481'AZIMUTH MARK, STAMPED---DOWN RIVER 1949---, A STANDARD DISK SET IN THE
 PL0481'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 PL0481'GROUND.  IT IS 17 FEET SOUTHEAST OF THE ROAD CENTER, 1 FOOT NORTHEAST
 PL0481'OF A METAL WITNESS POST, AND 2 FEET ABOVE ROAD LEVEL.
 PL0481'
 PL0481'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 PL0481'LIGHT SHOWN ABOVE MARK WAS 18.2 METERS.  DESCRIBED BY G. R. HEID.
 PL0481
 PL0481                          STATION RECOVERY (1980)
 PL0481
 PL0481'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0481'THIS STATION IS IN A NATIONAL GUARD UNEXPLODED SHELL AREA AND IS
 PL0481'FENCED OFF, SO WE WERE UNABLE TO LOOK FOR IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0556 ***********************************************************************
 PM0556  DESIGNATION -  DOWNS
 PM0556  PID         -  PM0556
 PM0556  STATE/COUNTY-  MI/BENZIE
 PM0556  COUNTRY     -  US
 PM0556  USGS QUAD   -  FRANKFORT (2017)
 PM0556
 PM0556                         *CURRENT SURVEY CONTROL
 PM0556  ______________________________________________________________________
 PM0556* NAD 83(1994) POSITION- 44 41 51.40699(N) 086 14 30.67425(W)   ADJUSTED
 PM0556* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 PM0556  ______________________________________________________________________
 PM0556  GEOID HEIGHT    -        -35.827 (meters)                     GEOID18
 PM0556  LAPLACE CORR    -          7.76  (seconds)                    DEFLEC18
 PM0556  HORZ ORDER      -  FIRST
 PM0556
 PM0556.The horizontal coordinates were established by classical geodetic methods
 PM0556.and adjusted by the National Geodetic Survey in February 1997.
 PM0556
 PM0556.The orthometric height was scaled from a topographic map.
 PM0556
 PM0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0556.GEOID18 height accuracy estimate available here.
 PM0556
 PM0556.Click photographs - Photos may exist for this station.
 PM0556
 PM0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0556
 PM0556. The following values were computed from the NAD 83(1994) position.
 PM0556
 PM0556;                    North         East     Units Scale Factor Converg.
 PM0556;SPC MI C     -   155,168.687 5,851,396.653   MT  0.99992186   -1 19 28.7
 PM0556;SPC MI C     -   509,083.62 19,197,495.58   iFT  0.99992186   -1 19 28.7
 PM0556;UTM  16      - 4,949,639.467   560,066.986   MT  0.99964437   +0 31 59.8
 PM0556
 PM0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0556!SPC MI C     -   0.99997098  x   0.99992186  =   0.99989285
 PM0556!UTM  16      -   0.99997098  x   0.99964437  =   0.99961536
 PM0556
 PM0556:                Primary Azimuth Mark                     Grid Az
 PM0556:SPC MI C     -  DENTON                                   164 12 56.0
 PM0556:UTM  16      -  DENTON                                   162 21 27.5
 PM0556
 PM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6006649639(NAD 83)
 PM0556
 PM0556|---------------------------------------------------------------------|
 PM0556| PID    Reference Object                     Distance      Geod. Az  |
 PM0556|                                                           dddmmss.s |
 PM0556| CH1065 DOWNS RM 1                                         09011     |
 PM0556| CH1064 DOWNS AZ MK                                        1115041.9 |
 PM0556| PM0554 DENTON                              APPROX. 5.9 KM 1625327.3 |
 PM0556| CH1066 DOWNS RM 2                                         19931     |
 PM0556| PM0558 BETSIE POINT LIGHTHOUSE             APPROX. 1.3 KM 2362842.3 |
 PM0556|---------------------------------------------------------------------|
 PM0556
 PM0556                          SUPERSEDED SURVEY CONTROL
 PM0556
 PM0556  NAD 83(1986)-  44 41 51.41516(N)    086 14 30.67101(W) AD(       ) 1
 PM0556  NAD 27      -  44 41 51.42200(N)    086 14 30.32000(W) AD(       ) 1
 PM0556
 PM0556.Superseded values are not recommended for survey control.
 PM0556
 PM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0556.See file dsdata.pdf to determine how the superseded data were derived.
 PM0556
 PM0556_MARKER: DS = TRIANGULATION STATION DISK
 PM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0556_STAMPING: DOWNS 1932
 PM0556_MARK LOGO: CGS
 PM0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0556+STABILITY: SURFACE MOTION
 PM0556
 PM0556  HISTORY     - Date     Condition        Report By
 PM0556  HISTORY     - 1932     MONUMENTED       CGS
 PM0556  HISTORY     - 1965     GOOD             USLS
 PM0556  HISTORY     - 1980     GOOD             MIDH
 PM0556  HISTORY     - 19931116 GOOD             LOCENG
 PM0556  HISTORY     - 19960818 GOOD             USPSQD
 PM0556
 PM0556                          STATION DESCRIPTION
 PM0556
 PM0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0556'FOUR MILES NORTH OF FRANKFORT, IN SE 1/4 SEC. 33, T. 27 N., R. 16 W.,
 PM0556'ON LAND OWNED BY CRYSTAL DOWNS COUNTRY CLUB, 75 YARDS WEST OF ROAD,
 PM0556'IN UNIMPROVED WOODED AREA ON HIGH POINT OF GROUND, 8 FEET SOUTHEAST
 PM0556'OF 6-INCH CEDAR TREE, AND 9 FEET NORTHWEST OF TRIANGULAR BLAZE, ON
 PM0556'12-INCH BEECH TREE.  TO REACH FROM FRANKFORT, FOLLOW ROUTE
 PM0556'M-22 NORTH 4.6 MILES FROM STANDARD OIL STATION TO GASOLINE STATION
 PM0556'ON LEFT SIDE OF ROAD, TURN LEFT ONTO PRIVATE ROAD OF CRYSTAL DOWNS
 PM0556'COUNTRY CLUB, FOLLOW 0.3 MILE THROUGH WOODS TO POINT WHERE ROAD
 PM0556'MAKES SHARP TURN TO RIGHT JUST BEYOND SUMMIT OF FIRST GRADE, AND
 PM0556'PROCEED WEST 75 YARDS TO STATION SITE.  SURFACE AND UNDERGROUND
 PM0556'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER MARK
 PM0556'PROJECTS 5 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PM0556'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 5 INCHES, IS
 PM0556'DOWN STEEP SLOPE TOWARD ROAD, 9 FEET WEST OF 10-INCH BEECH TREE,
 PM0556'AND 58.5 FEET FROM STATION S 89 DEG 49 MIN E.  NO. 2
 PM0556'PROJECTS 5 INCHES, IS DOWN GENTLE SLOPE, 9 FEET WEST OF 10-INCH
 PM0556'BIRCH TREE, 4 FEET NORTHEAST OF 6-INCH FIR TREE, AND 49.2 FEET FROM
 PM0556'STATION S 19 DEG 31 MIN W.  AZIMUTH MARK IS 0.15 MILE EAST OF
 PM0556'PRIVATE ROAD LEADING TO COUNTRY CLUB, 50 FEET NORTH OF CENTER LINE
 PM0556'OF ROUTE M 22, 24.5 FEET WEST OF CENTER LINE OF GRAVEL ROAD, AND 0.4
 PM0556'MILE FROM STATION S 68 DEG 50 MIN E.
 PM0556
 PM0556                          STATION RECOVERY (1965)
 PM0556
 PM0556'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0556'THE STATION MARK, REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0556'
 PM0556'THE STATION IS 9 FEET SSE OF BLAZED 12 INCH HEMLOCK TREE, 3 FEET N OF
 PM0556'BLAZED 3 INCH OAK TREE, SURFACE MARK BEING A STANDARD BRONZE DISC
 PM0556'SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT ABOUT 2 INCHES ABOVE
 PM0556'GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET IN
 PM0556'BLOCK OF CONCRETE 3 FEET BELOW THE GROUND.  TO REACH THE STATION FROM
 PM0556'FRANKFORT GO NORTH 4.6 MILES FROM STANDARD OIL STATION AT 7TH AND
 PM0556'MAIN STREETS ON M-22 TO ENTRANCE OF CRYSTAL DOWNS COUNTRY CLUB,
 PM0556'PROCEED 0.3 MILE ON BLACK TOP ROAD (ON WEST SIDE OF GOLF COURSE)
 PM0556'WINDING NORTH AND WEST THROUGH WOODED AREA TO WHERE ROAD MAKES A
 PM0556'SHARP BEND NORTH AND END OF TRUCK TRAVEL, GO WEST NORTHWEST ABOUT
 PM0556'225 FEET UP GRADE TO STATION SITE IN WOODS.
 PM0556'
 PM0556'REFERENCE MARK NO. 1 IS 58.5 FEET E OF STATION, 19 FEET ESE OF 20
 PM0556'INCH OAK TREE, 9.5 FEET W OF 10 INCH HEMLOCK TREE, BEING A STANDARD
 PM0556'BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 PM0556'ABOVE THE GROUND.
 PM0556'
 PM0556'REFERENCE MARK NO. 2 IS 43 FEET SSE OF STATION, 14.8 FEET SE OF 9
 PM0556'INCH HEMLOCK TREE, 3.5 FEET NNW OF 9 INCH HEMLOCK TREE, BEING A
 PM0556'STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE
 PM0556'MONUMENT ABOUT 2 INCHES ABOVE THE GROUND.
 PM0556'
 PM0556'REFERENCE MARK NO. 3 IS 95.4 FEET NW OF STATION, 18.5 INCHES NE OF A
 PM0556'10 INCH WHITE OAK TREE, 8.5 INCHES NW OF A 12 INCH MAPLE TREE, BEING
 PM0556'A STANDARD BRONZE DISC SET IN TOP OF A 7X9 INCH CONCRETE MONUMENT
 PM0556'ABOUT 3 INCHES ABOVE THE GROUND.
 PM0556'
 PM0556'THE AZIMUTH MARK HAS BEEN DESTROYED.
 PM0556
 PM0556                          STATION RECOVERY (1980)
 PM0556
 PM0556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0556'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 PM0556'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 PM0556'
 PM0556'THE STATION IS ON A WOODED KNOLL IN THE SOUTHEAST 1/4, SECTION 33,
 PM0556'T27N, R16W, LAKE TOWNSHIP, BENZIE COUNTY, ON PROPERTY OWNED BY
 PM0556'WALKER E WYNKOOP, 1105 NORTH HARLEM, OAK PARK, ILLINOIS 60302.
 PM0556
 PM0556                          STATION RECOVERY (1993)
 PM0556
 PM0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 PM0556'TO REACH THE STATION MARK FROM FRANKFORD, GO NORTH ON STATE HIGHWAY
 PM0556'M-22 FOR 4.6 MILES (7.4 KM) FROM AMOCO GAS STATION AT CORNER OF 7TH
 PM0556'AND MAIN STREETS TO ENTRANCE TO CRYSTAL DOWNS GOLF CLUB.  PROCEED ON
 PM0556'CRYSTAL DOWNS DRIVE 0.3 MILES (0.5 KM) TO SHARP BEND IN ROAD TO FIRST
 PM0556'POWER POLE ON WEST SIDE OF CRYSTAL DOWNS DRIVE JUST NORTH OF SHARP
 PM0556'CURVE. POWER POLE IS 7 FEET (2.1 M) WEST OF WEST EDGE OF PAVEMENT, GO
 PM0556'NORTH 77 DEGREES WEST FOR 80.7 FEET (24.6 M) TO REFERENCE MARK 1.  GO
 PM0556'WEST 58.5 FEET (17.8 M) TO TOP OF HILL AND STATION MARK.  STATION MARK
 PM0556'IS A STANDARD BRONZE DISC SET IN A 10 INCH SQUARE CONCRETE MONUMENT
 PM0556'ABOUT 2 INCHES ABOVE GROUND.   STATION MARK IS IN GOOD CONDITION AND
 PM0556'LOCATED 9 FEET (2.7 M) SOUTH 23 DEGREES EAST OF BLAZED 12 INCH REBAR
 PM0556'TO NORTH SIDE OF MARK. REFERENCE MARK NO 1 - LOCATED NEAR BASE OF
 PM0556'HILL, 58.5 FEET (17.8 M) EAST OF STATION MARK.  MARK IS A STANDARD
 PM0556'BRONZE DISC IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT ABOUT 2
 PM0556'INCHES ABOVE THE GROUND AND IN GOOD SHAPE.  MARK IS 9.5 FEET (2.9 M)
 PM0556'WEST OF A 10 INCH HAMLOCK AND 19 FEET (5.8 M) SOUTH 64 DEGREES EAST
 PM0556'FROM A TWIN 20 INCH OAK. ADDED A 1/2 X 18 INCH REBAR TO NORTH SIDE OF
 PM0556'MONUMENT. REFERENCE MARK NO 2 - LOCATED ON SIDEHILL 43 FEET (13.1 M)
 PM0556'SOUTH 22 DEGREES WEST OF STATION MARK.  MARK IS A STANDARD BRONZE DISC
 PM0556'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 PM0556'AND IN GOOD SHAPE.  MARK IS 3.5 FEET (1.1 M) NORTH OF A 9 INCH
 PM0556'HAMLOCK, 11 FEET (3.4 M) SOUTH 89 DEGREES EAST FROM A 9 INCH OAK TREE
 PM0556'AND 9 FEET (2.7 M) WEST OF A 10 INCH WHITE BIRCH TREE.  ADDED A 1/2 X
 PM0556'18 INCH REBAR TO NORTH SIDE OF MONUMENT. REFERENCE MARK NO 3 - LOCATED
 PM0556'DOWN A STEEP SLOPE 95.4 FEET (29.1 M) NORTH 50 DEGREES WEST OF THE
 PM0556'STATION MARK.  MARK IS A STANDARD BRONZE DISC IN A 7 X 9 INCH CONCRETE
 PM0556'MONUMENT FLUSH WITH GROUND AND IN GOOD SHAPE. MARK IS 8.5 FEET (2.6 M)
 PM0556'NORTH 60 DEGREES WEST FROM A 12 INCH HARD MAPLE TREE AND 31.5 FEET
 PM0556'(9.6 M) NORTH 46 DEGREES EAST FROM A 12 INCH OAK TREE.  ADDED A 1/2 X
 PM0556'18 INCH REBAR TO THE NORTH SIDE OF MONUMENT. AZIMUTH MARK IS
 PM0556'DESTROYED.
 PM0556
 PM0556                          STATION RECOVERY (1996)
 PM0556
 PM0556'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0203 ***********************************************************************
 OJ0203  DESIGNATION -  DRIFT USLS
 OJ0203  PID         -  OJ0203
 OJ0203  STATE/COUNTY-  MI/SANILAC
 OJ0203  COUNTRY     -  US
 OJ0203  USGS QUAD   -  FORESTVILLE (2017)
 OJ0203
 OJ0203                         *CURRENT SURVEY CONTROL
 OJ0203  ______________________________________________________________________
 OJ0203* NAD 83(1986) POSITION- 43 40 57.     (N) 082 36 39.     (W)   SCALED
 OJ0203* NAVD 88 ORTHO HEIGHT -   192.734 (meters)      632.33  (feet) ADJUSTED
 OJ0203  ______________________________________________________________________
 OJ0203  GEOID HEIGHT    -        -35.067 (meters)                     GEOID18
 OJ0203  DYNAMIC HEIGHT  -        192.697 (meters)      632.21  (feet) COMP
 OJ0203  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 OJ0203  OBS GRAVITY     -    980,423.7   (mgal)                       GRAV_OBS
 OJ0203
 OJ0203  VERT ORDER      -  FIRST     CLASS 0
 OJ0203
 OJ0203.The horizontal coordinates were scaled from a map and have
 OJ0203.an estimated accuracy of +/- 6 seconds.
 OJ0203
 OJ0203.The orthometric height was determined by differential leveling and
 OJ0203.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0203.in June 1991.
 OJ0203
 OJ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0203.GEOID18 height accuracy estimate available here.
 OJ0203
 OJ0203.Click photographs - Photos may exist for this station.
 OJ0203
 OJ0203.The dynamic height is computed by dividing the NAVD 88
 OJ0203.geopotential number by the normal gravity value computed on the
 OJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0203.degrees latitude (g = 980.6199 gals.).
 OJ0203
 OJ0203.The modeled gravity was interpolated from observed gravity values.
 OJ0203
 OJ0203.The observed gravity was obtained from relative gravimeter ties
 OJ0203.to the IGSN71 gravity network.
 OJ0203
 OJ0203;                    North         East    Units  Estimated Accuracy
 OJ0203;SPC MI S     -   243,910.    4,141,570.      MT  (+/- 180 meters Scaled)
 OJ0203
 OJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ701378(NAD 83)
 OJ0203
 OJ0203                          SUPERSEDED SURVEY CONTROL
 OJ0203
 OJ0203  NGVD 29 (11/26/84)  192.843  (m)          632.69   (f) ADJUSTED    1 0
 OJ0203
 OJ0203.Superseded values are not recommended for survey control.
 OJ0203
 OJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0203.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0203
 OJ0203_MARKER: Z = SEE DESCRIPTION
 OJ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0203_SP_SET: CULVERT
 OJ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0203
 OJ0203  HISTORY     - Date     Condition        Report By
 OJ0203  HISTORY     - 1970     MONUMENTED       USLS
 OJ0203  HISTORY     - 1970     GOOD             USLS
 OJ0203  HISTORY     - 1980     GOOD             NGS
 OJ0203  HISTORY     - 19940717 GOOD             USPSQD
 OJ0203
 OJ0203                          STATION DESCRIPTION
 OJ0203
 OJ0203'DESCRIBED BY US LAKE SURVEY 1970
 OJ0203'1.5 MI N FROM FORESTVILLE.
 OJ0203'DRIFT IS IN SANILAC COUNTY, MICHIGAN, ABOUT 1.5 MILES NORTH OF
 OJ0203'THE INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0203'IN FORESTVILLE, 30 FEET NORTH OF CENTERLINE OF A DRIVEWAY
 OJ0203'LEADING TO THE ZIENERT RESIDENCE, 29 FEET WEST OF CENTERLINE
 OJ0203'OF HIGHWAY U.S. 25, 4.9 FEET SOUTHWEST OF AN 8-INCH DIAMETER
 OJ0203'GUARD POST, 2.4 FEET SOUTH OF NORTH EDGE AND 0.3 FEET WEST OF
 OJ0203'EAST EDGE OF A 12-FOOT CONCRETE CULVERT, BEING HIGHEST POINT
 OJ0203'ON TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF
 OJ0203'THE CULVERT.  BM DRIFT 1970
 OJ0203
 OJ0203                          STATION RECOVERY (1980)
 OJ0203
 OJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0203'2.3 KILOMETERS (1.45 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0203'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET NEAR THE NORTH END
 OJ0203'OF A CONCRETE CULVERT ON THE WEST SIDE OF THE HIGHWAY, 9.1 METERS
 OJ0203'(30.0 FEET) NORTH OF THE CENTER OF THE DRIVE TO HOUSE NUMBER 8765,
 OJ0203'8.8 METERS (29.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.73
 OJ0203'METER (2.4 FEET) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0203'THE MARK IS 1.0 M BELOW HIGHWAY.
 OJ0203
 OJ0203                          STATION RECOVERY (1994)
 OJ0203
 OJ0203'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0615 ***********************************************************************
 RK0615  DESIGNATION -  DRIGGS
 RK0615  PID         -  RK0615
 RK0615  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0615  COUNTRY     -  US
 RK0615  USGS QUAD   -  DRIGGS LAKE SE (2017)
 RK0615
 RK0615                         *CURRENT SURVEY CONTROL
 RK0615  ______________________________________________________________________
 RK0615* NAD 83(1994) POSITION- 46 21 19.33602(N) 086 07 24.86121(W)   ADJUSTED
 RK0615* NAVD 88 ORTHO HEIGHT -   239.6   (meters)      786.    (feet) VERTCON3
 RK0615  ______________________________________________________________________
 RK0615  GEOID HEIGHT    -        -35.185 (meters)                     GEOID18
 RK0615  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 RK0615  HORZ ORDER      -  FIRST
 RK0615
 RK0615.The horizontal coordinates were established by classical geodetic methods
 RK0615.and adjusted by the National Geodetic Survey in February 1997.
 RK0615
 RK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0615
 RK0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0615.GEOID18 height accuracy estimate available here.
 RK0615
 RK0615.Click photographs - Photos may exist for this station.
 RK0615
 RK0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0615
 RK0615. The following values were computed from the NAD 83(1994) position.
 RK0615
 RK0615;                    North         East     Units Scale Factor Converg.
 RK0615;SPC MI N     -   175,095.654 8,067,447.136   MT  0.99990358   +0 38 00.5
 RK0615;SPC MI N     -   574,460.81 26,468,002.41   iFT  0.99990358   +0 38 00.5
 RK0615;UTM  16      - 5,133,906.091   567,427.912   MT  0.99965589   +0 38 03.3
 RK0615
 RK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0615!SPC MI N     -   0.99996795  x   0.99990358  =   0.99987153
 RK0615!UTM  16      -   0.99996795  x   0.99965589  =   0.99962385
 RK0615
 RK0615:                Primary Azimuth Mark                     Grid Az
 RK0615:SPC MI N     -  DRIGGS AZ MK                             160 47 08.9
 RK0615:UTM  16      -  DRIGGS AZ MK                             160 47 06.1
 RK0615
 RK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6742733906(NAD 83)
 RK0615
 RK0615|---------------------------------------------------------------------|
 RK0615| PID    Reference Object                     Distance      Geod. Az  |
 RK0615|                                                           dddmmss.s |
 RK0615| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX.22.4 KM 0171928.0 |
 RK0615| CH1068 DRIGGS RM 1                          19.010 METERS 08517     |
 RK0615| RJ1230 SENEY NATL WILDLIFE REFUGE LOT      APPROX.15.5 KM 1182409.1 |
 RK0615| CH1067 DRIGGS AZ MK                                       1612509.4 |
 RK0615| CH1069 DRIGGS RM 2                          15.068 METERS 18517     |
 RK0615| RK0616 WALSH LOOKOUT TOWER                 APPROX. 6.9 KM 2615914.9 |
 RK0615| RK0617 WALSH UP MICROWAVE                  APPROX. 4.9 KM 2680554.9 |
 RK0615|---------------------------------------------------------------------|
 RK0615
 RK0615                          SUPERSEDED SURVEY CONTROL
 RK0615
 RK0615  NAD 83(1986)-  46 21 19.33028(N)    086 07 24.85855(W) AD(       ) 1
 RK0615  NAD 27      -  46 21 19.43303(N)    086 07 24.32549(W) AD(       ) 1
 RK0615  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 RK0615
 RK0615.Superseded values are not recommended for survey control.
 RK0615
 RK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0615.See file dsdata.pdf to determine how the superseded data were derived.
 RK0615
 RK0615_MARKER: S = SPIKE
 RK0615_SETTING: 0 = UNSPECIFIED SETTING
 RK0615
 RK0615  HISTORY     - Date     Condition        Report By
 RK0615  HISTORY     - 1920     MONUMENTED       USLS
 RK0615  HISTORY     - 1949     GOOD             USLS
 RK0615  HISTORY     - 1963     GOOD             USLS
 RK0615  HISTORY     - 1965     GOOD             USLS
 RK0615  HISTORY     - 1975     GOOD             NGS
 RK0615  HISTORY     - 19990909 GOOD             USPSQD
 RK0615
 RK0615                          STATION DESCRIPTION
 RK0615
 RK0615'DESCRIBED BY US LAKE SURVEY 1920
 RK0615'IN SW 1/4 NE 1/4 SEC. 36, T. 46 N., R. 16 W., NEAR HIGHEST PART OF
 RK0615'SHORT RIDGE.  MARKED BY DOUBLE CONCRETE MONUMENT.  UPPER MONUMENT
 RK0615'PROJECTS 6 INCHES ABOVE GROUND.  BEARING FROM STATION TO SOUTHWEST
 RK0615'CORNER OF RAILROAD SECTION HOUSE, ABOUT 3,900 FEET DISTANT, IS
 RK0615'S 14 DEG 09 MIN E AND TO SOUTHEAST CORNER, SEC. 36, T. 46 N., R. 15
 RK0615'W.  4,176.7 FEET DISTANT, IS S 31 DEG 35 MIN E.
 RK0615
 RK0615                          STATION RECOVERY (1949)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1949
 RK0615'STATION MARK WAS FOUND SLIGHTLY TILTED TO THE S.  MARKED BY A 3/4-IN.
 RK0615'SPIKE, OVERLAPPED BY 3-3/16-IN. NAILHEADS SET IN THE TOP OF A 10-BY
 RK0615'13-IN. CONCRETE MONUMENT 3 IN. ABOVE GROUND SURFACE AND MARKED USLS
 RK0615'LOCATED 9 MI. W OF SENEY, AND 0.2 MI. N OF AN E-W POWERLINE.
 RK0615'
 RK0615'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 48 IN. LONG WITH BRASS
 RK0615'DISKS ON TOP.
 RK0615'
 RK0615'REFERENCE MONUMENT 1 IS ON THE HIGHEST POINT OF THE RIDGE, 260 FT. W
 RK0615'OF THE ROAD, BEARS N 87 DEG 41 MIN E, 62.3 FT. FROM THE STATION.
 RK0615'
 RK0615'REFERENCE MONUMENT 2 IS ON THE S EDGE OF THE RIDGE, BEARS S 7 DEG
 RK0615'38 MIN W, 49.6 FT. FROM THE STATION.
 RK0615'
 RK0615'TO REACH THE STATION FROM THE INTERSECTION OF M-77 (N) AND M-28 AT
 RK0615'SENEY, GO W ON M-28 FOR 8.55 MI. TO A DIRT ROAD N, GO N FOR 0.75 MI.
 RK0615'TO THE E END OF A LOW RIDGE, FOLLOW THE RIDGE W FOR 320 FT. TO THE
 RK0615'STATION.
 RK0615
 RK0615                          STATION RECOVERY (1963)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1963 (UAF)
 RK0615'STATION AND THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 RK0615'ALSO WHEN TAKING THE DIRT ROAD NORTH TO THE STATION, THE DIRT ROAD
 RK0615'FORKS OFF INTO THREE DIFFERENT DIRECTIONS, TAKE THE CENTER ROAD
 RK0615'FOR THE FINDING OF THE STATION.
 RK0615
 RK0615                          STATION RECOVERY (1965)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1965 (LMC)
 RK0615'THE STATION, REFRENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 RK0615'THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO
 RK0615'REFERENCE MARK 2 WAS FOUND TO BE 0.24 OF A FOOT SHORTER THAN THE
 RK0615'PREVIOUS MEASUREMENT.  NO DIRECTIONS TO THE MARKS WERE
 RK0615'AVAILABLE THEREFORE THE DIRECTIONS COULD NOT BE CHECKED.  AN
 RK0615'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 RK0615'
 RK0615'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 RK0615'
 RK0615'STATION IS ON THE HIGHEST POINT OF A SANDY RIDGE ABOUT 0.4 MILE NORTH
 RK0615'OF STATE HIGHWAY 28, 9 MILES WEST OF SENEY AND ON STATE PROPERTY.
 RK0615'
 RK0615'TO REACH FROM THE SENEY HIGH SCHOOL IN SENEY, GO WEST ON STATE
 RK0615'HIGHWAY 28 FOR 8.25 MILES TO A SIDE ROAD RIGHT (DRIGGS RIVER ROAD).
 RK0615'TURN RIGHT AND GO NORTH ON A SAND ROAD FOR 0.1 MILE TO THREE FORKS.
 RK0615'TAKE THE CENTER ROAD AND CONTINUE NORTH ON A SAND ROAD FOR 0.35
 RK0615'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE SAND
 RK0615'ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 RK0615'NORTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE SAND
 RK0615'RIDGE AND THE STATION.
 RK0615'
 RK0615'THE STATION MARK IS A 3/4 INCH SPIKE SET IN THE TOP OF A 10 X 12 INCH
 RK0615'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND HAS USLS 1920
 RK0615'INSCRIBED ON ITS TOP.  IT IS 11 FEET NORTHWEST OF A 10 INCH PINE
 RK0615'TREE, 26 FEET NORTH OF A 10 INCH PINE TREE AND 66 FEET NORTHEAST OF
 RK0615'A TRIANGULAR BLAZED BEECH TREE.
 RK0615'
 RK0615'REFERENCE MARK NO. 1 IS A CORPS OF ENGINEERS DISK SET IN THE TOP OF A
 RK0615'6 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND THE DISK IS
 RK0615'STAMPED DRIGGS NO 1 1920 62.33 FEET.  IT IS 31 FEET SOUTHEAST OF A
 RK0615'10 INCH PINE TREE AND 24 FEET NORTHEAST OF AN 8 INCH PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK NO. 2 IS A CORPS OF ENGINEERS DISK SET IN THE TOP OF A
 RK0615'6 INCH CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND THE DISK IS
 RK0615'STAMPED DRIGGS NO 2 1920 49.65 FEET.  IT IS 26 FEET SOUTHEAST OF A
 RK0615'12 INCH PINE TREE AND 47 FEET SOUTHEAST OF A TRIANGULAR BLAZED BEECH
 RK0615'TREE.
 RK0615'
 RK0615'AZIMUTH MARK, A STANDARD DISK STAMPED DRIGGS 1965, IS SET IN A ROUND
 RK0615'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 1.5 FEET NORTHWEST
 RK0615'OF A METAL WITNESS POST, 37 FEET NORTHWEST OF A 30 INCH PINE TREE
 RK0615'AND 52 FEET EAST OF THE CENTER OF THE SAND ROAD.
 RK0615'
 RK0615'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0615
 RK0615                          STATION RECOVERY (1975)
 RK0615
 RK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0615'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 RK0615'
 RK0615'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 RK0615'WERE RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND THE
 RK0615'DISTANCE TO THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED THE
 RK0615'1965 OBSERVATIONS ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 RK0615'
 RK0615'THE STATION IS LOCATED ABOUT 18 MILES EAST OF SHINGLETON,
 RK0615'9 MILES WEST OF SENEY AND ON LAND OF THE MICHIGAN STATE FOREST
 RK0615'SERVICE, MR. JOHN MATTSON, SUPERVISOR, AREA 4, SENEY
 RK0615'MAINTENANCE OFFICE, SENEY, MICHIGAN.
 RK0615'
 RK0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RK0615'28 AND 77 IN THE WEST EDGE OF SENEY, GO WEST ON STATE
 RK0615'HIGHWAY 28 FOR 4.5 MILES TO HOLLAND CREEK BRIDGE, CONTINUE
 RK0615'WEST ON STATE HIGHWAY 28 FOR 3.5 MILES TO DRIGGS RIVER
 RK0615'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON DRIGGS
 RK0615'RIVER ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 RK0615'JUST BEFORE REACHING POWERLINE CROSSING, CONTINUE NORTH
 RK0615'FOR 0.15 MILE TO A 6-INCH BLAZED PINE TREE ON THE LEFT, BEAR
 RK0615'LEFT AND PICK WAY WESTERLY ALONG SANDY RIDGE TO HIGHEST
 RK0615'PART OF SANDY KNOLL AND THE STATION.
 RK0615'
 RK0615'STATION MARK IS A 3/4 INCH SPIKE SET IN THE TOP OF A 10 BY
 RK0615'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RK0615'GROUND SURFACE AND HAS USLS 1920 INSCRIBED ON TOP.  IT IS
 RK0615'66 FEET NORTHEAST OF A TRIANGULAR BLAZED BEECH TREE, 26
 RK0615'FEET NORTH OF A 10-INCH PINE TREE AND 11 FEET NORTHWEST
 RK0615'OF A 10-INCH PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK 1, A STANDARD CORPS OF ENGINEERS DISK
 RK0615'STAMPED DRIGGS NO 1 1920 62.33 FEET, IS SET IN THE TOP
 RK0615'OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 RK0615'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTHEAST
 RK0615'OF A 10-INCH PINE TREE AND 24 FEET NORTHEAST OF AN 8-INCH
 RK0615'PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK 2, A STANDARD CORPS OF ENGINEERS DISK
 RK0615'STAMPED DRIGGS NO 2 1920 49.65 FEET, IS SET IN THE TOP OF A
 RK0615'6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 RK0615'ABOVE THE GROUND SURFACE.  IT IS 47 FEET SOUTHEAST OF THE
 RK0615'TRIANGULAR BLAZED BEECH TREE AND 26 FEET SOUTHEAST OF A
 RK0615'12-INCH PINE TREE.
 RK0615'
 RK0615'AZIMUTH MARK, A STANDARD DISK STAMPED DRIGGS 1965, IS
 RK0615'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RK0615'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 RK0615'IS 48 FEET EAST OF THE CENTER OF DRIGGS RIVER ROAD
 RK0615'AND 2 FEET NORTH OF A METAL WITNESS POST.  NOTE 16B
 RK0615'
 RK0615'HEIGHT OF LIGHT ABOVE STATION MARK 99.3 FEET.
 RK0615'
 RK0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RK0615'9 MILES WEST OF SENEY.
 RK0615
 RK0615                          STATION RECOVERY (1999)
 RK0615
 RK0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0246 ***********************************************************************
 NE0246  DESIGNATION -  DRIVEWAY
 NE0246  PID         -  NE0246
 NE0246  STATE/COUNTY-  MI/ST CLAIR
 NE0246  COUNTRY     -  US
 NE0246  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0246
 NE0246                         *CURRENT SURVEY CONTROL
 NE0246  ______________________________________________________________________
 NE0246* NAD 83(1986) POSITION- 42 34 30.     (N) 082 39 17.     (W)   SCALED
 NE0246* NAVD 88 ORTHO HEIGHT -   176.050 (meters)      577.59  (feet) ADJUSTED
 NE0246  ______________________________________________________________________
 NE0246  GEOID HEIGHT    -        -34.854 (meters)                     GEOID18
 NE0246  DYNAMIC HEIGHT  -        176.000 (meters)      577.43  (feet) COMP
 NE0246  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 NE0246
 NE0246  VERT ORDER      -  FIRST     CLASS 0
 NE0246
 NE0246.The horizontal coordinates were scaled from a map and have
 NE0246.an estimated accuracy of +/- 6 seconds.
 NE0246
 NE0246.The orthometric height was determined by differential leveling and
 NE0246.adjusted by the NATIONAL GEODETIC SURVEY
 NE0246.in June 1991.
 NE0246
 NE0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0246.GEOID18 height accuracy estimate available here.
 NE0246
 NE0246.Click photographs - Photos may exist for this station.
 NE0246
 NE0246.The dynamic height is computed by dividing the NAVD 88
 NE0246.geopotential number by the normal gravity value computed on the
 NE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0246.degrees latitude (g = 980.6199 gals.).
 NE0246
 NE0246.The modeled gravity was interpolated from observed gravity values.
 NE0246
 NE0246;                    North         East    Units  Estimated Accuracy
 NE0246;SPC MI S     -   120,840.    4,140,530.      MT  (+/- 180 meters Scaled)
 NE0246
 NE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH641149(NAD 83)
 NE0246
 NE0246                          SUPERSEDED SURVEY CONTROL
 NE0246
 NE0246  NGVD 29 (??/??/92)  176.184  (m)          578.03   (f) ADJ UNCH    1 0
 NE0246
 NE0246.Superseded values are not recommended for survey control.
 NE0246
 NE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0246.See file dsdata.pdf to determine how the superseded data were derived.
 NE0246
 NE0246_MARKER: Z = SEE DESCRIPTION
 NE0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0246_SP_SET: STEEL ROD
 NE0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0246
 NE0246  HISTORY     - Date     Condition        Report By
 NE0246  HISTORY     - 1969     MONUMENTED       USLS
 NE0246  HISTORY     - 1970     GOOD             USLS
 NE0246
 NE0246                          STATION DESCRIPTION
 NE0246
 NE0246'DESCRIBED BY US LAKE SURVEY 1970
 NE0246'AT HARSENS ISLAND.
 NE0246'DRIVEWAY IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON
 NE0246'SOUTHEAST SIDE OF MIDDLE CHANNEL, ABOUT 6.2 MILES SOUTHWESTERLY OF
 NE0246'FERRY DOCK, ON SOUTHWEST SIDE OF DRIVEWAY LEADING TO MINNICH BOATS
 NE0246'AT NO. 7858 AND NO. 7860 MIDDLE CHANNEL DRIVE, 80.6 FEET SOUTHWEST
 NE0246'OF INNER FACE OF WOOD DOCKLINE OF BOAT SLIP, 75.6 FEET SOUTH
 NE0246'OF SOUTH CORNER OF MAIN BUILDING, 73.6 FEET SOUTH-SOUTHWEST
 NE0246'OF A UTILITY POLE NEAR BUILDING, 1.6 FEET NORTH OF UTILITY POLE
 NE0246'NO. CA63-SPC8-5-45, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 NE0246'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0246'ROD, 32 FEET LONG.  NOTE-- BM 1969.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7021 ***********************************************************************
 DQ7021  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ7021  DESIGNATION -  DRUMMOND ISLAND CORS ARP
 DQ7021  CORS_ID     -  MIDI
 DQ7021  PID         -  DQ7021
 DQ7021  STATE/COUNTY-  MI/CHIPPEWA
 DQ7021  COUNTRY     -  US
 DQ7021  USGS QUAD   -  DRUMMOND (2017)
 DQ7021
 DQ7021                         *CURRENT SURVEY CONTROL
 DQ7021  ______________________________________________________________________
 DQ7021* NAD 83(2011) POSITION- 46 00 55.47726(N) 083 44 24.66729(W)   ADJUSTED
 DQ7021* NAD 83(2011) ELLIP HT-   161.261 (meters)        (04/??/25)   ADJUSTED
 DQ7021* NAD 83(2011) EPOCH   -  2010.00
 DQ7021  ______________________________________________________________________
 DQ7021  GEOID HEIGHT    -        -36.980 (meters)                     GEOID18
 DQ7021  NAD 83(2011) X  -    483,819.632 (meters)                     COMP
 DQ7021  NAD 83(2011) Y  - -4,410,743.764 (meters)                     COMP
 DQ7021  NAD 83(2011) Z  -  4,566,553.275 (meters)                     COMP
 DQ7021
 DQ7021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7021  Standards:
 DQ7021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7021  -------------------------------------------------------------------
 DQ7021  NETWORK    0.07   0.11           0.03   0.02   0.06     -0.17457900
 DQ7021  -------------------------------------------------------------------
 DQ7021
 DQ7021.The coordinates were established by GPS observations
 DQ7021.and adjusted by the National Geodetic Survey in April 2025.
 DQ7021
 DQ7021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7021.been affixed to the stable North American Tectonic Plate. 
 DQ7021
 DQ7021.The coordinates are valid at the epoch date displayed above
 DQ7021.which is a decimal equivalence of Year/Month/Day.
 DQ7021
 DQ7021.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ7021.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ7021.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ7021.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ7021.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ7021.published epoch of 2010.00.
 DQ7021
 DQ7021.Additional information on MYCS is available at:
 DQ7021.https://geodesy.noaa.gov/CORS/index.shtml
 DQ7021
 DQ7021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7021.GEOID18 height accuracy estimate available here.
 DQ7021
 DQ7021.The PID for the CORS L1 Phase Center is DQ7022.
 DQ7021
 DQ7021.Click photographs - Photos may exist for this station.
 DQ7021
 DQ7021.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ7021
 DQ7021.The ellipsoidal height was determined by GPS observations
 DQ7021.and is referenced to NAD 83.
 DQ7021
 DQ7021. The following values were computed from the NAD 83(2011) position.
 DQ7021
 DQ7021;                    North         East     Units Scale Factor Converg.
 DQ7021;SPC MI N     -   142,127.495 8,252,353.004   MT  0.99991387   +2 21 22.2
 DQ7021;SPC MI N     -   466,297.56 27,074,648.96   iFT  0.99991387   +2 21 22.2
 DQ7021;UTM  17      - 5,099,410.705   287,882.787   MT  1.00015315   -1 58 20.5
 DQ7021
 DQ7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7021!SPC MI N     -   0.99997472  x   0.99991387  =   0.99988859
 DQ7021!UTM  17      -   0.99997472  x   1.00015315  =   1.00012787
 DQ7021
 DQ7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8788299410(NAD 83)
 DQ7021
 DQ7021                          SUPERSEDED SURVEY CONTROL
 DQ7021
 DQ7021  NAD 83(2011)-  46 00 55.47737(N)    083 44 24.66764(W) AD(2010.00) c
 DQ7021  ELLIP H (08/??/19)  161.249  (m)                       GP(2010.00) c c
 DQ7021  NAD 83(2011)-  46 00 55.47744(N)    083 44 24.66766(W) AD(2010.00) c
 DQ7021  ELLIP H (01/??/18)  161.257  (m)                       GP(2010.00) c c
 DQ7021
 DQ7021.Superseded values are not recommended for survey control.
 DQ7021
 DQ7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ7021.See file dsdata.pdf to determine how the superseded data were derived.
 DQ7021
 DQ7021_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ7021
 DQ7021                          STATION DESCRIPTION
 DQ7021
 DQ7021'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ7021'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ7021'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ7021'AND LOG FILES ACCESSIBLE AT:
 DQ7021'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0077 ***********************************************************************
 RH0077  DESIGNATION -  DRUMPORT
 RH0077  PID         -  RH0077
 RH0077  STATE/COUNTY-  MI/CHIPPEWA
 RH0077  COUNTRY     -  US
 RH0077  USGS QUAD   -  DRUMMOND (2017)
 RH0077
 RH0077                         *CURRENT SURVEY CONTROL
 RH0077  ______________________________________________________________________
 RH0077* NAD 83(1994) POSITION- 46 00 35.78090(N) 083 44 22.74998(W)   ADJUSTED
 RH0077* NAD 83(1994) ELLIP HT-   162.948 (meters)        (07/17/02)   ADJUSTED
 RH0077* NAVD 88 ORTHO HEIGHT -   199.9   (meters)      656.    (feet) GPS OBS
 RH0077  ______________________________________________________________________
 RH0077  NAVD 88 orthometric height was determined with an earlier geoid model
 RH0077  GEOID HEIGHT    -        -36.983 (meters)                     GEOID18
 RH0077  NAD 83(1994) X  -    483,908.474 (meters)                     COMP
 RH0077  NAD 83(1994) Y  - -4,411,175.381 (meters)                     COMP
 RH0077  NAD 83(1994) Z  -  4,566,132.130 (meters)                     COMP
 RH0077  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 RH0077  HORZ ORDER      -  FIRST
 RH0077  ELLP ORDER      -  FOURTH    CLASS I
 RH0077
 RH0077.This mark is at Drummond Airport (Y66)
 RH0077
 RH0077.The horizontal coordinates were established by GPS observations
 RH0077.and adjusted by the National Geodetic Survey in February 1997.
 RH0077
 RH0077.The orthometric height was determined by GPS observations and a
 RH0077.high-resolution geoid model.
 RH0077
 RH0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0077.GEOID18 height accuracy estimate available here.
 RH0077
 RH0077.Click photographs - Photos may exist for this station.
 RH0077
 RH0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0077
 RH0077.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0077
 RH0077.The ellipsoidal height was determined by GPS observations
 RH0077.and is referenced to NAD 83.
 RH0077
 RH0077. The following values were computed from the NAD 83(1994) position.
 RH0077
 RH0077;                    North         East     Units Scale Factor Converg.
 RH0077;SPC MI N     -   141,521.624 8,252,419.213   MT  0.99991433   +2 21 23.6
 RH0077;SPC MI N     -   464,309.79 27,074,866.18   iFT  0.99991433   +2 21 23.6
 RH0077;UTM  17      - 5,098,801.419   287,903.084   MT  1.00015305   -1 58 18.5
 RH0077
 RH0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0077!SPC MI N     -   0.99997446  x   0.99991433  =   0.99988879
 RH0077!UTM  17      -   0.99997446  x   1.00015305  =   1.00012750
 RH0077
 RH0077:                Primary Azimuth Mark                     Grid Az
 RH0077:SPC MI N     -  DRUMPORT AZ MK                           249 39 00.7
 RH0077:UTM  17      -  DRUMPORT AZ MK                           253 58 42.8
 RH0077
 RH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8790398801(NAD 83)
 RH0077
 RH0077|---------------------------------------------------------------------|
 RH0077| PID    Reference Object                     Distance      Geod. Az  |
 RH0077|                                                           dddmmss.s |
 RH0077| RH0078 DRUMPORT AZ MK                      442.089 METERS 2520024.3 |
 RH0077|---------------------------------------------------------------------|
 RH0077
 RH0077                          SUPERSEDED SURVEY CONTROL
 RH0077
 RH0077  ELLIP H (02/03/97)  162.968  (m)                       GP(       ) 4 1
 RH0077  NAD 83(1986)-  46 00 35.77003(N)    083 44 22.74672(W) AD(       ) 1
 RH0077  NAD 83(1986)-  46 00 35.77099(N)    083 44 22.75006(W) AD(       ) 3
 RH0077  NGVD 29 (03/27/91)  200.1    (m)  OSU 89B  model used  GPS OBS        
 RH0077
 RH0077.Superseded values are not recommended for survey control.
 RH0077
 RH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0077.See file dsdata.pdf to determine how the superseded data were derived.
 RH0077
 RH0077_MARKER: I = METAL ROD
 RH0077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RH0077_STAMPING: DRUMPORT 1989
 RH0077_MARK LOGO: NGS
 RH0077_PROJECTION: FLUSH
 RH0077_MAGNETIC: I = MARKER IS A STEEL ROD
 RH0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0077+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RH0077_ROD/PIPE-DEPTH: 9.7 meters
 RH0077_SLEEVE-DEPTH  : 1.0 meters
 RH0077
 RH0077  HISTORY     - Date     Condition        Report By
 RH0077  HISTORY     - 1989     MONUMENTED       NGS
 RH0077
 RH0077                          STATION DESCRIPTION
 RH0077
 RH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RH0077'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF DRUMMOND ON
 RH0077'DRUMMOND ISLAND, AT THE DRUMMOND ISLAND AIRPORT, IN THE SOUTHWEST
 RH0077'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 RH0077'OWNERSHIP---DRUMMOND TOWNSHIP, C/O AIRPORT MANAGER JAMES BAILEY, BOX
 RH0077'223, DRUMMOND ISLAND MI 49726.  PHONE IS (906) 493-5411.
 RH0077'TO REACH THE STATION FROM THE DRUMMOND ISLAND FERRY DOCK IN DETOUR
 RH0077'VILLAGE, TAKE THE FERRY TO THE DRUMMOND ISLAND FERRY DOCK AND STATE
 RH0077'HIGHWAY 134.  GO NORTHEASTERLY FOR 12.8 KM (7.95 MI) ON HIGHWAY 134 TO
 RH0077'A PAVED CROSSROAD AT A FLASHING RED LIGHT.  TURN LEFT AND GO NORTH FOR
 RH0077'1.1 KM (0.70 MI) ON TOWN LINE ROAD TO AN ENTRANCE DRIVE LEFT.  TURN
 RH0077'LEFT AND GO WEST FOR 50 METERS ON THE MOBILE GAS STATION AND AIRPORT
 RH0077'ENTRANCE DRIVE, PASSING SOUTH OF THE MOBILE STATION, TO A CONNECTING
 RH0077'TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE
 RH0077'CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 RH0077'PAVED RUNWAY.
 RH0077'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 RH0077'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.7 METERS IN A GREASE
 RH0077'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 RH0077'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 RH0077'21.3 M (69.9 FT) WEST FROM THE WEST EDGE OF THE CONNECTING TAXIWAY,
 RH0077'13.6 M (44.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE PAVED RUNWAY
 RH0077'AND 9.0 M (29.5 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST ONE OF TWO
 RH0077'SUPPORT LEGS FOR A TURF RUNWAY LIGHT.
 RH0077'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 RH0077'NOTE-THE AIRPORT OFFICE IS LOCATED IN THE MOBILE GAS STATION.
 RH0077'NOTE-THE FERRY RUNS 24 HOURS A DAY AND ROUND TRIP FARE IS 8.00.
 RH0077'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RH0078 ***********************************************************************
 RH0078  DESIGNATION -  DRUMPORT AZ MK
 RH0078  PID         -  RH0078
 RH0078  STATE/COUNTY-  MI/CHIPPEWA
 RH0078  COUNTRY     -  US
 RH0078  USGS QUAD   -  DRUMMOND (2017)
 RH0078
 RH0078                         *CURRENT SURVEY CONTROL
 RH0078  ______________________________________________________________________
 RH0078* NAD 83(1994) POSITION- 46 00 31.35739(N) 083 44 42.29369(W)   ADJUSTED
 RH0078* NAD 83(1994) ELLIP HT-   163.860 (meters)        (07/17/02)   ADJUSTED
 RH0078* NAVD 88 ORTHO HEIGHT -   200.8   (meters)      659.    (feet) GPS OBS
 RH0078  ______________________________________________________________________
 RH0078  NAVD 88 orthometric height was determined with an earlier geoid model
 RH0078  GEOID HEIGHT    -        -36.978 (meters)                     GEOID18
 RH0078  NAD 83(1994) X  -    483,501.285 (meters)                     COMP
 RH0078  NAD 83(1994) Y  - -4,411,319.520 (meters)                     COMP
 RH0078  NAD 83(1994) Z  -  4,566,037.925 (meters)                     COMP
 RH0078  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 RH0078  HORZ ORDER      -  FIRST
 RH0078  ELLP ORDER      -  FOURTH    CLASS I
 RH0078
 RH0078.This mark is at Drummond Airport (Y66)
 RH0078
 RH0078.The horizontal coordinates were established by GPS observations
 RH0078.and adjusted by the National Geodetic Survey in February 1997.
 RH0078
 RH0078.The orthometric height was determined by GPS observations and a
 RH0078.high-resolution geoid model.
 RH0078
 RH0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0078.GEOID18 height accuracy estimate available here.
 RH0078
 RH0078.Click photographs - Photos may exist for this station.
 RH0078
 RH0078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0078
 RH0078.The Laplace correction was computed from DEFLEC18 derived deflections.
 RH0078
 RH0078.The ellipsoidal height was determined by GPS observations
 RH0078.and is referenced to NAD 83.
 RH0078
 RH0078. The following values were computed from the NAD 83(1994) position.
 RH0078
 RH0078;                    North         East     Units Scale Factor Converg.
 RH0078;SPC MI N     -   141,367.901 8,252,004.752   MT  0.99991443   +2 21 09.4
 RH0078;SPC MI N     -   463,805.45 27,073,506.40   iFT  0.99991443   +2 21 09.4
 RH0078;UTM  17      - 5,098,679.385   287,478.102   MT  1.00015527   -1 58 32.4
 RH0078
 RH0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0078!SPC MI N     -   0.99997431  x   0.99991443  =   0.99988874
 RH0078!UTM  17      -   0.99997431  x   1.00015527  =   1.00012958
 RH0078
 RH0078:                Primary Azimuth Mark                     Grid Az
 RH0078:SPC MI N     -  DRUMPORT                                 069 39 00.8
 RH0078:UTM  17      -  DRUMPORT                                 073 58 42.6
 RH0078
 RH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8747898679(NAD 83)
 RH0078
 RH0078|---------------------------------------------------------------------|
 RH0078| PID    Reference Object                     Distance      Geod. Az  |
 RH0078|                                                           dddmmss.s |
 RH0078| RH0077 DRUMPORT                            442.089 METERS 0720010.2 |
 RH0078|---------------------------------------------------------------------|
 RH0078
 RH0078                          SUPERSEDED SURVEY CONTROL
 RH0078
 RH0078  ELLIP H (02/03/97)  163.880  (m)                       GP(       ) 4 1
 RH0078  NAD 83(1986)-  46 00 31.34610(N)    083 44 42.29089(W) AD(       ) 1
 RH0078  NAD 83(1986)-  46 00 31.34700(N)    083 44 42.29419(W) AD(       ) 3
 RH0078  NGVD 29 (03/27/91)  201.0    (m)  OSU 89B  model used  GPS OBS        
 RH0078
 RH0078.Superseded values are not recommended for survey control.
 RH0078
 RH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0078.See file dsdata.pdf to determine how the superseded data were derived.
 RH0078
 RH0078_MARKER: I = METAL ROD
 RH0078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RH0078_STAMPING: DRUMPORT AZ MK 1989
 RH0078_MARK LOGO: NGS
 RH0078_PROJECTION: FLUSH
 RH0078_MAGNETIC: I = MARKER IS A STEEL ROD
 RH0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0078+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RH0078_ROD/PIPE-DEPTH: 6.2 meters
 RH0078_SLEEVE-DEPTH  : 1.0 meters
 RH0078
 RH0078  HISTORY     - Date     Condition        Report By
 RH0078  HISTORY     - 1989     MONUMENTED       NGS
 RH0078
 RH0078                          STATION DESCRIPTION
 RH0078
 RH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RH0078'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF DRUMMOND ON
 RH0078'DRUMMOND ISLAND, AT THE DRUMMOND ISLAND AIRPORT, ALONG THE SOUTHEAST
 RH0078'EDGE, NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---DRUMMOND
 RH0078'TOWNSHIP, C/O AIRPORT MANAGER JAMES BAILEY, BOX 223, DRUMMOND ISLAND
 RH0078'MI 49726.  PHONE IS (906) 493-5411.
 RH0078'TO REACH THE STATION FROM THE DRUMMOND ISLAND FERRY DOCK IN DETOUR
 RH0078'VILLAGE, TAKE THE FERRY TO DRUMMOND ISLAND AND STATE HIGHWAY 134.  GO
 RH0078'NORTHEAST FOR 12.8 KM (7.95 MI) ON HIGHWAY 134 TO A PAVED CROSSROAD AT
 RH0078'A FLASHING RED LIGHT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.70 MI) ON
 RH0078'TOWN LINE ROAD TO AN ENTRANCE DRIVE LEFT.  TURN LEFT AND GO WEST FOR
 RH0078'50 METERS ON THE MOBILE GAS STATION AND AIRPORT ENTRANCE DRIVE,
 RH0078'PASSING SOUTH OF THE MOBILE STATION, TO A CONNECTING TAXIWAY RIGHT.
 RH0078'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 RH0078'TO THE PAVED RUNWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.5 KM (0.30 MI)
 RH0078'ON THE RUNWAY TO THE STATION ON THE LEFT BETWEEN THE 8TH AND 9TH
 RH0078'RUNWAY LIGHTS SOUTHWEST FROM THE NORTHEAST END OF THE RUNWAY.
 RH0078'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 RH0078'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.2 METERS IN A GREASE
 RH0078'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 RH0078'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 RH0078'32.2 M (105.6 FT) SOUTH-SOUTHEAST OF THE 8TH RUNWAY LIGHT SOUTHWEST
 RH0078'FROM THE NORTHEAST END OF THE RUNWAY, 31.8 M (104.3 FT) EAST FROM THE
 RH0078'9TH RUNWAY LIGHT SOUTHWEST FROM THE NORTHEAST END OF THE RUNWAY, 14.5
 RH0078'M (47.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE RUNWAY AND 10.1 M
 RH0078'(33.1 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 RH0078'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 RH0078'NOTE-THE AIRPORT OFFICE IS IN THE MOBILE STATION.
 RH0078'NOTE-THE FERRY RUNS 24 HOURS A DAY AND THE ROUND TRIP FARE IS 8.00.
 RH0078'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0064 ***********************************************************************
 NE0064  DESIGNATION -  DRY DOCK
 NE0064  PID         -  NE0064
 NE0064  STATE/COUNTY-  MI/ST CLAIR
 NE0064  COUNTRY     -  US
 NE0064  USGS QUAD   -  PORT HURON (2017)
 NE0064
 NE0064                         *CURRENT SURVEY CONTROL
 NE0064  ______________________________________________________________________
 NE0064* NAD 83(1986) POSITION- 42 57 01.     (N) 082 26 17.     (W)   SCALED
 NE0064* NAVD 88 ORTHO HEIGHT -   181.561 (meters)      595.67  (feet) ADJUSTED
 NE0064  ______________________________________________________________________
 NE0064  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0064  DYNAMIC HEIGHT  -        181.515 (meters)      595.52  (feet) COMP
 NE0064  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 NE0064
 NE0064  VERT ORDER      -  SECOND    CLASS 0
 NE0064
 NE0064.The horizontal coordinates were scaled from a map and have
 NE0064.an estimated accuracy of +/- 6 seconds.
 NE0064
 NE0064.The orthometric height was determined by differential leveling and
 NE0064.adjusted by the NATIONAL GEODETIC SURVEY
 NE0064.in June 1991.
 NE0064
 NE0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0064.GEOID18 height accuracy estimate available here.
 NE0064
 NE0064.Click photographs - Photos may exist for this station.
 NE0064
 NE0064.The dynamic height is computed by dividing the NAVD 88
 NE0064.geopotential number by the normal gravity value computed on the
 NE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0064.degrees latitude (g = 980.6199 gals.).
 NE0064
 NE0064.The modeled gravity was interpolated from observed gravity values.
 NE0064
 NE0064;                    North         East    Units  Estimated Accuracy
 NE0064;SPC MI S     -   162,900.    4,157,360.      MT  (+/- 180 meters Scaled)
 NE0064
 NE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826562(NAD 83)
 NE0064
 NE0064                          SUPERSEDED SURVEY CONTROL
 NE0064
 NE0064  NGVD 29 (??/??/92)  181.55   (m)          595.6    (f) COMPUTED    2 0
 NE0064
 NE0064.Superseded values are not recommended for survey control.
 NE0064
 NE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0064.See file dsdata.pdf to determine how the superseded data were derived.
 NE0064
 NE0064_MARKER: Z = SEE DESCRIPTION
 NE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0064_STAMPING: SECTION DRY DOCK
 NE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0064+STABILITY: SURFACE MOTION
 NE0064
 NE0064  HISTORY     - Date     Condition        Report By
 NE0064  HISTORY     - UNK      MONUMENTED       USLS
 NE0064  HISTORY     - 1934     GOOD             CGS
 NE0064  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0064  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0064
 NE0064                          STATION DESCRIPTION
 NE0064
 NE0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0064'IN PORT HURON.
 NE0064'IN PORT HURON ON THE NORTH SIDE OF GRANT PLACE, 94 YARDS WEST
 NE0064'OF THE WEST CURB OF MILITARY STREET, 120 FEET WEST OF SOUTHWEST
 NE0064'CORNER OF A ONE STORY HOUSE, 36 FEET NORTH OF A FIRE HYDRANT,
 NE0064'0.8 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDE-WALK, ON
 NE0064'TOP OF A CONCRETE POST.
 NE0064
 NE0064                          STATION RECOVERY (1995)
 NE0064
 NE0064'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0064'MARK NOT FOUND.
 NE0064
 NE0064                          STATION RECOVERY (2002)
 NE0064
 NE0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1245 ***********************************************************************
 NE1245  DESIGNATION -  DRYDEN AT T MICROWAVE TWR
 NE1245  PID         -  NE1245
 NE1245  STATE/COUNTY-  MI/LAPEER
 NE1245  COUNTRY     -  US
 NE1245  USGS QUAD   -  THORNVILLE (2017)
 NE1245
 NE1245                         *CURRENT SURVEY CONTROL
 NE1245  ______________________________________________________________________
 NE1245* NAD 83(1994) POSITION- 42 56 45.89019(N) 083 09 04.96198(W)   ADJUSTED
 NE1245  ______________________________________________________________________
 NE1245  GEOID HEIGHT    -        -34.768 (meters)                     GEOID18
 NE1245  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 NE1245  HORZ ORDER      -  THIRD
 NE1245
 NE1245.The horizontal coordinates were established by classical geodetic methods
 NE1245.and adjusted by the National Geodetic Survey in February 1997.
 NE1245
 NE1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1245.GEOID18 height accuracy estimate available here.
 NE1245
 NE1245.Click photographs - Photos may exist for this station.
 NE1245
 NE1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1245
 NE1245. The following values were computed from the NAD 83(1994) position.
 NE1245
 NE1245;                    North         East     Units Scale Factor Converg.
 NE1245;SPC MI S     -   161,342.833 4,099,169.770   MT  0.99990744   +0 49 37.3
 NE1245;SPC MI S     -   529,340.00 13,448,719.72   iFT  0.99990744   +0 49 37.3
 NE1245;UTM  17      - 4,757,072.709   324,488.419   MT  0.99997897   -1 27 58.1
 NE1245
 NE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2448857072(NAD 83)
 NE1245
 NE1245                          SUPERSEDED SURVEY CONTROL
 NE1245
 NE1245  NAD 83(1986)-  42 56 45.88568(N)    083 09 04.99341(W) AD(       ) 3
 NE1245  NAD 27      -  42 56 45.78402(N)    083 09 05.21188(W) AD(       ) 3
 NE1245
 NE1245.Superseded values are not recommended for survey control.
 NE1245
 NE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1245.See file dsdata.pdf to determine how the superseded data were derived.
 NE1245
 NE1245_MARKER: 45 = MICROWAVE TOWER
 NE1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1245+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 NE1245
 NE1245  HISTORY     - Date     Condition        Report By
 NE1245  HISTORY     - 1977     FIRST OBSERVED   NGS
 NE1245  HISTORY     - 19970706 GOOD             USPSQD
 NE1245  HISTORY     - 20070713 GOOD             INDIV
 NE1245
 NE1245                          STATION DESCRIPTION
 NE1245
 NE1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1245'THE DRYDEN AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER
 NE1245'K0062 IS LOCATED 1-1/2 MILES WEST OF DRYDEN ALONG A COUNTY
 NE1245'ROAD.
 NE1245'
 NE1245'THE STATION IS THE LIGHT, MOUNTED ON A POLE, AT THE APEX OF,
 NE1245'AND IN THE APPROXIMATE CENTER OF THE RED AND WHITE TOWER WHICH
 NE1245'IS 313 FEET HIGH.
 NE1245'
 NE1245'TO REACH FROM THE DRYDEN POST OFFICE, GO WEST ON DRYDEN ROAD
 NE1245'FOR 1-1/2 MILES TO THE TOWER ON THE RIGHT.
 NE1245'
 NE1245'DESCRIBED BY VDN (DAB)
 NE1245
 NE1245                          STATION RECOVERY (1997)
 NE1245
 NE1245'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1245'RECOVERED IN GOOD CONDITION.
 NE1245
 NE1245                          STATION RECOVERY (2007)
 NE1245
 NE1245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 NE1245'RECOVERY OF MICROWAVE TOWER LOCATED 250 FEET WEST OF ALMONT TOWNSHIP
 NE1245'HALL BUILDING AND 200 FEET NORTH OF THE CENTERLINE OF DRYDEN ROAD. TO
 NE1245'REACH THE STATION FROM THE INTERSECTION OF ROCHESTER ROAD AND DRYDEN
 NE1245'ROAD, GO WEST 3 TENTHS OF A MILE ALONG DRYDEN ROAD AND NORTH 200 FEET.
 NE1245'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0351 ***********************************************************************
 QJ0351  DESIGNATION -  DT DOCK UDP+107
 QJ0351  PID         -  QJ0351
 QJ0351  STATE/COUNTY-  MI/CHIPPEWA
 QJ0351  COUNTRY     -  US
 QJ0351  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0351
 QJ0351                         *CURRENT SURVEY CONTROL
 QJ0351  ______________________________________________________________________
 QJ0351* NAD 83(1994) POSITION- 45 59 54.96512(N) 083 54 01.31154(W)   ADJUSTED
 QJ0351* NAD 83(1994) ELLIP HT-   141.338 (meters)        (02/03/97)   ADJUSTED
 QJ0351* NAVD 88 ORTHO HEIGHT -   178.10  (+/-2cm)      584.3   (feet) VERTCON3
 QJ0351  ______________________________________________________________________
 QJ0351  GEOID HEIGHT    -        -36.814 (meters)                     GEOID18
 QJ0351  NAD 83(1994) X  -    471,628.218 (meters)                     COMP
 QJ0351  NAD 83(1994) Y  - -4,413,401.906 (meters)                     COMP
 QJ0351  NAD 83(1994) Z  -  4,565,241.220 (meters)                     COMP
 QJ0351  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 QJ0351  HORZ ORDER      -  FIRST
 QJ0351  VERT ORDER      -  THIRD ? (See Below)
 QJ0351  ELLP ORDER      -  FOURTH    CLASS I
 QJ0351
 QJ0351.The horizontal coordinates were established by GPS observations
 QJ0351.and adjusted by the National Geodetic Survey in February 1997.
 QJ0351
 QJ0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0351
 QJ0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0351.GEOID18 height accuracy estimate available here.
 QJ0351
 QJ0351.The vertical order pertains to the NGVD 29 superseded value.
 QJ0351
 QJ0351.Click photographs - Photos may exist for this station.
 QJ0351
 QJ0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0351
 QJ0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0351
 QJ0351.The ellipsoidal height was determined by GPS observations
 QJ0351.and is referenced to NAD 83.
 QJ0351
 QJ0351. The following values were computed from the NAD 83(1994) position.
 QJ0351
 QJ0351;                    North         East     Units Scale Factor Converg.
 QJ0351;SPC MI N     -   139,763.346 8,240,032.538   MT  0.99991529   +2 14 25.4
 QJ0351;SPC MI N     -   458,541.16 27,034,227.49   iFT  0.99991529   +2 14 25.4
 QJ0351;UTM  17      - 5,097,982.696   275,415.652   MT  1.00022010   -2 05 13.8
 QJ0351
 QJ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0351!SPC MI N     -   0.99997784  x   0.99991529  =   0.99989314
 QJ0351!UTM  17      -   0.99997784  x   1.00022010  =   1.00019794
 QJ0351
 QJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7541597982(NAD 83)
 QJ0351
 QJ0351                          SUPERSEDED SURVEY CONTROL
 QJ0351
 QJ0351  NAD 83(1986)-  45 59 54.95253(N)    083 54 01.30449(W) AD(       ) 1
 QJ0351  NGVD 29             178.11   (m)          584.3    (f) LEVELING    3  
 QJ0351
 QJ0351.Superseded values are not recommended for survey control.
 QJ0351
 QJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0351.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0351
 QJ0351_MARKER: DS = TRIANGULATION STATION DISK
 QJ0351_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0351+WITH SETTING: PAVEMENT
 QJ0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0351+STABILITY: SURFACE MOTION
 QJ0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0351+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0351
 QJ0351  HISTORY     - Date     Condition        Report By
 QJ0351  HISTORY     - 1988     MONUMENTED       USACE
 QJ0351  HISTORY     - 19940729 GOOD             USPSQD
 QJ0351  HISTORY     - 20010331 GOOD             NGS
 QJ0351  HISTORY     - 20050730 POOR             NGS
 QJ0351
 QJ0351                          STATION DESCRIPTION
 QJ0351
 QJ0351'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0351'THE STATION IS LOCATED ABOUT 65.0 KM (40.4 MI) SOUTH-SOUTHEAST OF
 QJ0351'SAULT STE MARIE, 59.9 KM (37.2 MI) EAST-SOUTHEAST OF RUDYARD, .6 KM
 QJ0351'(0.4 MI) NORTH OF DETOUR VILLAGE IN SUPERVISORS PLAT NO 1, DETOUR
 QJ0351'VILLAGE SEC 35, T42N-R4E.
 QJ0351'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 QJ0351'
 QJ0351'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0351'NORTH FOR .5 KM (0.3 MI) ON ELIZABETH STREET TO THE DETOUR
 QJ0351'HARBOR AND THE STATION.
 QJ0351'
 QJ0351'THE STATION IS A STANDARD COE DISK THAT IS
 QJ0351'STAMPED---UDP+107---, GROUTED INTO CONCRETE LOCATED DIRECTLY IN
 QJ0351'FRONT OF THE OFFICE BUILDING AND APPROXIMATELY .9 METERS (3 FT)
 QJ0351'NORTH OF THE MOST NORTHERLY OF THREE FLAGPOLES.
 QJ0351'
 QJ0351'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 QJ0351
 QJ0351                          STATION RECOVERY (1994)
 QJ0351
 QJ0351'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0351'RECOVERED IN GOOD CONDITION.
 QJ0351
 QJ0351                          STATION RECOVERY (2001)
 QJ0351
 QJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0351
 QJ0351                          STATION RECOVERY (2005)
 QJ0351
 QJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0351'THERE IS AN UNSTAMPED COE-DETROIT MARK AT DESCRIBED LOCATION, WHICH
 QJ0351'LOOKS TO BE CEMENTED INTO SIDEWALK.  THIS MAY BE A RESET MARK.  MARK
 QJ0351'IS ABOUT 9 M SOUTH OF SHORE END OF MARINA PIER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ4179 ***********************************************************************
 DQ4179  SACS        -  This is a Secondary Airport Control Station.
 DQ4179  DESIGNATION -  DTW A
 DQ4179  PID         -  DQ4179
 DQ4179  STATE/COUNTY-  MI/WAYNE
 DQ4179  COUNTRY     -  US
 DQ4179  USGS QUAD   -  FLAT ROCK NE (2017)
 DQ4179
 DQ4179                         *CURRENT SURVEY CONTROL
 DQ4179  ______________________________________________________________________
 DQ4179* NAD 83(2011) POSITION- 42 13 25.53280(N) 083 19 57.93693(W)   ADJUSTED
 DQ4179* NAD 83(2011) ELLIP HT-   160.078 (meters)        (09/09/16)   ADJUSTED
 DQ4179* NAD 83(2011) EPOCH   -  2010.00
 DQ4179* NAVD 88 ORTHO HEIGHT -   194.58  (meters)      638.4   (feet) GPS OBS
 DQ4179  ______________________________________________________________________
 DQ4179  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ4179  GEOID HEIGHT    -        -34.490 (meters)                     GEOID12B
 DQ4179  GEOID HEIGHT    -        -34.496 (meters)                     GEOID18
 DQ4179  NAD 83(2011) X  -    549,218.815 (meters)                     COMP
 DQ4179  NAD 83(2011) Y  - -4,698,459.707 (meters)                     COMP
 DQ4179  NAD 83(2011) Z  -  4,264,149.121 (meters)                     COMP
 DQ4179  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DQ4179
 DQ4179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4179  Standards:
 DQ4179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4179  -------------------------------------------------------------------
 DQ4179  NETWORK    0.45   1.00           0.20   0.16   0.51      0.01576987
 DQ4179  -------------------------------------------------------------------
 DQ4179  Click here for local accuracies and other accuracy information.
 DQ4179
 DQ4179.This mark is at Detroit Metro/wayne Airport (DTW)
 DQ4179
 DQ4179.The horizontal coordinates were established by GPS observations
 DQ4179.and adjusted by the GEOPRO CONSULTANTS LLC in September 2016.
 DQ4179
 DQ4179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4179.been affixed to the stable North American tectonic plate. See 
 DQ4179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4179
 DQ4179.The horizontal coordinates are valid at the epoch date displayed above
 DQ4179.which is a decimal equivalence of Year/Month/Day.
 DQ4179
 DQ4179.The orthometric height was determined by GPS observations and a
 DQ4179.high-resolution geoid model.
 DQ4179
 DQ4179.GPS derived orthometric heights for airport stations designated as
 DQ4179.PACS or SACS are published to 2 decimal places.  This maintains
 DQ4179.centimeter relative accuracy between the PACS and SACS.  It does
 DQ4179.not indicate centimeter accuracy relative to other marks which are
 DQ4179.part of the published vertical control network.
 DQ4179
 DQ4179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4179.GEOID18 height accuracy estimate available here.
 DQ4179
 DQ4179.Click photographs - Photos may exist for this station.
 DQ4179
 DQ4179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4179
 DQ4179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4179
 DQ4179.The ellipsoidal height was determined by GPS observations
 DQ4179.and is referenced to NAD 83.
 DQ4179
 DQ4179. The following values were computed from the NAD 83(2011) position.
 DQ4179
 DQ4179;                    North         East     Units Scale Factor Converg.
 DQ4179;SPC MI S     -    80,918.193 4,085,354.731   MT  0.99997300   +0 42 13.0
 DQ4179;SPC MI S     -   265,479.64 13,403,394.79   iFT  0.99997300   +0 42 13.0
 DQ4179;UTM  17      - 4,677,254.991   307,479.405   MT  1.00005607   -1 34 05.4
 DQ4179
 DQ4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4179!SPC MI S     -   0.99997489  x   0.99997300  =   0.99994790
 DQ4179!UTM  17      -   0.99997489  x   1.00005607  =   1.00003096
 DQ4179
 DQ4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0747977254(NAD 83)
 DQ4179
 DQ4179                          SUPERSEDED SURVEY CONTROL
 DQ4179
 DQ4179.No superseded survey control is available for this station.
 DQ4179
 DQ4179_MARKER: DD = SURVEY DISK
 DQ4179_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ4179+WITH SETTING: PAVEMENT
 DQ4179_SP_SET: SET IN LARGE CONCRETE PAD
 DQ4179_STAMPING: DTW A 2015
 DQ4179_MARK LOGO: GEOPRO
 DQ4179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4179+STABILITY: SURFACE MOTION
 DQ4179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4179+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2016
 DQ4179
 DQ4179  HISTORY     - Date     Condition        Report By
 DQ4179  HISTORY     - 20160308 MONUMENTED       GEOPRO
 DQ4179
 DQ4179                          STATION DESCRIPTION
 DQ4179
 DQ4179'DESCRIBED BY GEOPRO CONSULTANTS LLC 2016 (SML)
 DQ4179'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF BELLEVILLE, 5.0
 DQ4179'MI (8.0 KM) SOUTH-SOUTHWEST OF INKSTER AND 4.8 MI (7.7 KM) SOUTHEAST
 DQ4179'OF WAYNE AT THE DETROIT METROPOLITAN WAYNE COUNTY INTERNATIONAL
 DQ4179'AIRPORT, NORTH OR RUNWAY 21L, IN THE NORTHEAST SECTION OF THE AIRPORT.
 DQ4179'OWNERSHIP-- COUNTY OF WAYNE, MICHIGAN, L.C. SMITH BUILDING MEZZANINE,
 DQ4179'DETROIT, MICHIGAN 48242.  FOR ACCESS CONTACT WAYNE COUNTY AIRPORT
 DQ4179'AUTHORITY ONE WEEK IN ADVANCE.
 DQ4179'
 DQ4179'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94 EAST AND
 DQ4179'VINING ROAD IN ROMULUS, MICHIGAN GO EAST ON INTERSTATE 94 FOR 2.0 MI
 DQ4179'(3.2 KM) TO MIDDLEBELT ROAD (EXIT 198).  TURN RIGHT AND CONTINUE SOUTH
 DQ4179'ON MIDDLEBELT ROAD FOR 1.70 MI (2.74 KM) TO THE INTERSECTION OF
 DQ4179'GODDARD ROAD ON THE LEFT AND AIRPORT GATE NUMBER 12A ON THE RIGHT.
 DQ4179'TURN RIGHT AND CONTINUE WEST, PASSING THROUGH AIRPORT GATE NUMBER 12A,
 DQ4179'FOR 0.28 MI (0.45 KM) TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT ONTO
 DQ4179'GRAVEL ROAD AND CONTINUE SOUTH FOR 0.03 MI (0.05 KM) TO THE STATION IN
 DQ4179'THE SOUTHWEST CORNER OF A CIRCULAR CONCRETE PAD.
 DQ4179'
 DQ4179'STATION IS A BRASS SURVEY DISK EPOXIED IN A DRILL HOLE IN THE
 DQ4179'SOUTHWEST CORNER OF A CONCRETE PAD.  THE STATION IS 8.62 M (28.3 FT)
 DQ4179'SOUTH OF THE SOUTHWEST CORNER OF A UTILITY BUILDING, 6.22 M (20.4 FT)
 DQ4179'EAST OF THE WEST EDGE OF THE GRAVEL ROAD AND 17.31 M (56.8 FT)
 DQ4179'WEST-NORTHWEST OF THE CENTER OF A SEWER MANHOLE.  THIS STATION IS
 DQ4179'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ4180 ***********************************************************************
 DQ4180  SACS        -  This is a Secondary Airport Control Station.
 DQ4180  DESIGNATION -  DTW B
 DQ4180  PID         -  DQ4180
 DQ4180  STATE/COUNTY-  MI/WAYNE
 DQ4180  COUNTRY     -  US
 DQ4180  USGS QUAD   -  FLAT ROCK NE (2017)
 DQ4180
 DQ4180                         *CURRENT SURVEY CONTROL
 DQ4180  ______________________________________________________________________
 DQ4180* NAD 83(2011) POSITION- 42 14 03.80761(N) 083 20 29.16784(W)   ADJUSTED
 DQ4180* NAD 83(2011) ELLIP HT-   158.635 (meters)        (09/09/16)   ADJUSTED
 DQ4180* NAD 83(2011) EPOCH   -  2010.00
 DQ4180* NAVD 88 ORTHO HEIGHT -   193.10  (meters)      633.5   (feet) GPS OBS
 DQ4180  ______________________________________________________________________
 DQ4180  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ4180  GEOID HEIGHT    -        -34.456 (meters)                     GEOID12B
 DQ4180  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 DQ4180  NAD 83(2011) X  -    548,415.246 (meters)                     COMP
 DQ4180  NAD 83(2011) Y  - -4,697,753.361 (meters)                     COMP
 DQ4180  NAD 83(2011) Z  -  4,265,022.636 (meters)                     COMP
 DQ4180  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DQ4180
 DQ4180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4180  Standards:
 DQ4180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4180  -------------------------------------------------------------------
 DQ4180  NETWORK    0.45   1.02           0.20   0.16   0.52      0.01424254
 DQ4180  -------------------------------------------------------------------
 DQ4180  Click here for local accuracies and other accuracy information.
 DQ4180
 DQ4180.This mark is at Detroit Metro/wayne Airport (DTW)
 DQ4180
 DQ4180.The horizontal coordinates were established by GPS observations
 DQ4180.and adjusted by the GEOPRO CONSULTANTS LLC in September 2016.
 DQ4180
 DQ4180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4180.been affixed to the stable North American tectonic plate. See 
 DQ4180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4180
 DQ4180.The horizontal coordinates are valid at the epoch date displayed above
 DQ4180.which is a decimal equivalence of Year/Month/Day.
 DQ4180
 DQ4180.The orthometric height was determined by GPS observations and a
 DQ4180.high-resolution geoid model.
 DQ4180
 DQ4180.GPS derived orthometric heights for airport stations designated as
 DQ4180.PACS or SACS are published to 2 decimal places.  This maintains
 DQ4180.centimeter relative accuracy between the PACS and SACS.  It does
 DQ4180.not indicate centimeter accuracy relative to other marks which are
 DQ4180.part of the published vertical control network.
 DQ4180
 DQ4180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4180.GEOID18 height accuracy estimate available here.
 DQ4180
 DQ4180.Click photographs - Photos may exist for this station.
 DQ4180
 DQ4180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4180
 DQ4180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4180
 DQ4180.The ellipsoidal height was determined by GPS observations
 DQ4180.and is referenced to NAD 83.
 DQ4180
 DQ4180. The following values were computed from the NAD 83(2011) position.
 DQ4180
 DQ4180;                    North         East     Units Scale Factor Converg.
 DQ4180;SPC MI S     -    82,090.281 4,084,624.196   MT  0.99997089   +0 41 51.7
 DQ4180;SPC MI S     -   269,325.07 13,400,998.02   iFT  0.99997089   +0 41 51.7
 DQ4180;UTM  17      - 4,678,455.220   306,795.849   MT  1.00005931   -1 34 27.5
 DQ4180
 DQ4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4180!SPC MI S     -   0.99997512  x   0.99997089  =   0.99994601
 DQ4180!UTM  17      -   0.99997512  x   1.00005931  =   1.00003443
 DQ4180
 DQ4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0679578455(NAD 83)
 DQ4180
 DQ4180                          SUPERSEDED SURVEY CONTROL
 DQ4180
 DQ4180.No superseded survey control is available for this station.
 DQ4180
 DQ4180_MARKER: DD = SURVEY DISK
 DQ4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4180_STAMPING: DTW B 2015
 DQ4180_MARK LOGO: GEOPRO
 DQ4180_PROJECTION: FLUSH
 DQ4180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4180+STABILITY: SURFACE MOTION
 DQ4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4180+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2016
 DQ4180
 DQ4180  HISTORY     - Date     Condition        Report By
 DQ4180  HISTORY     - 20160308 MONUMENTED       GEOPRO
 DQ4180
 DQ4180                          STATION DESCRIPTION
 DQ4180
 DQ4180'DESCRIBED BY GEOPRO CONSULTANTS LLC 2016 (SML)
 DQ4180'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 DQ4180'BELLEVILLE, 4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF INKSTER AND 4.0 MI (6.4
 DQ4180'KM) SOUTHEAST OF WAYNE AT THE DETROIT METROPOLITAN WAYNE COUNTY
 DQ4180'INTERNATIONAL AIRPORT, NEAR THE FIRE STATION IN THE NORTH SECTION OF
 DQ4180'THE AIRPORT.  OWNERSHIP-- COUNTY OF WAYNE, MICHIGAN L.C. SMITH
 DQ4180'BUILDING MEZZANINE, DETROIT, MICHIGAN 48242, 734-942-3550.
 DQ4180'
 DQ4180'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94 AND VINING
 DQ4180'ROAD IN ROMULUS, MICHIGAN GO EAST ON INTERSTATE 94 FOR 1.15 MI (1.85
 DQ4180'KM) TO MERRIMAN ROAD (EXIT 198).  TURN RIGHT ONTO SOUTH MERRIMAN ROAD
 DQ4180'FOR 0.25 MI (0.40 KM) TO THE FIRE STATION ENTRANCE ON THE RIGHT (NOTE
 DQ4180'SOUTH MERRIMAN ROAD BECOMES ROGELL DRIVE).  TURN RIGHT INTO THE FIRE
 DQ4180'STATION AND CONTINUE NORTH-NORTHWEST AND THEN NORTHWEST AROUND THE
 DQ4180'NORTH SIDE OF THE FIRE STATION FOR 0.07 MI (0.11 KM) TO THE STATION IN
 DQ4180'A GRASS ISLAND NEAR A DUMPSTER PAD IN THE NORTHWEST CORNER OF THE FIRE
 DQ4180'STATION PARKING LOT.
 DQ4180'
 DQ4180'STATION MARK IS A SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 DQ4180'THE STATION IS 6.30 M (20.7 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 DQ4180'DUMPSTER PAD WALL, 7.63 M (25.0 FT) SOUTHEAST OF THE SOUTHEAST BACK OF
 DQ4180'CURB TO W SERVICE ROAD ON BACKSIDE OF THE FIREHOUSE AND 10.68 M (35.0
 DQ4180'FT) NORTHWEST OF A CATCH BASIN IN THE FIRE STATION PARKING LOT.   THIS
 DQ4180'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ4181 ***********************************************************************
 DQ4181  SACS        -  This is a Secondary Airport Control Station.
 DQ4181  DESIGNATION -  DTW C
 DQ4181  PID         -  DQ4181
 DQ4181  STATE/COUNTY-  MI/WAYNE
 DQ4181  COUNTRY     -  US
 DQ4181  USGS QUAD   -  FLAT ROCK NE (2017)
 DQ4181
 DQ4181                         *CURRENT SURVEY CONTROL
 DQ4181  ______________________________________________________________________
 DQ4181* NAD 83(2011) POSITION- 42 13 12.52251(N) 083 21 51.04661(W)   ADJUSTED
 DQ4181* NAD 83(2011) ELLIP HT-   161.120 (meters)        (09/09/16)   ADJUSTED
 DQ4181* NAD 83(2011) EPOCH   -  2010.00
 DQ4181* NAVD 88 ORTHO HEIGHT -   195.60  (meters)      641.7   (feet) GPS OBS
 DQ4181  ______________________________________________________________________
 DQ4181  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ4181  GEOID HEIGHT    -        -34.474 (meters)                     GEOID12B
 DQ4181  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 DQ4181  NAD 83(2011) X  -    546,673.496 (meters)                     COMP
 DQ4181  NAD 83(2011) Y  - -4,699,028.906 (meters)                     COMP
 DQ4181  NAD 83(2011) Z  -  4,263,852.535 (meters)                     COMP
 DQ4181  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 DQ4181
 DQ4181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4181  Standards:
 DQ4181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4181  -------------------------------------------------------------------
 DQ4181  NETWORK    0.41   0.86           0.19   0.14   0.44      0.01933756
 DQ4181  -------------------------------------------------------------------
 DQ4181  Click here for local accuracies and other accuracy information.
 DQ4181
 DQ4181.This mark is at Detroit Metro/wayne Airport (DTW)
 DQ4181
 DQ4181.The horizontal coordinates were established by GPS observations
 DQ4181.and adjusted by the GEOPRO CONSULTANTS LLC in September 2016.
 DQ4181
 DQ4181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4181.been affixed to the stable North American tectonic plate. See 
 DQ4181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4181
 DQ4181.The horizontal coordinates are valid at the epoch date displayed above
 DQ4181.which is a decimal equivalence of Year/Month/Day.
 DQ4181
 DQ4181.The orthometric height was determined by GPS observations and a
 DQ4181.high-resolution geoid model.
 DQ4181
 DQ4181.GPS derived orthometric heights for airport stations designated as
 DQ4181.PACS or SACS are published to 2 decimal places.  This maintains
 DQ4181.centimeter relative accuracy between the PACS and SACS.  It does
 DQ4181.not indicate centimeter accuracy relative to other marks which are
 DQ4181.part of the published vertical control network.
 DQ4181
 DQ4181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4181.GEOID18 height accuracy estimate available here.
 DQ4181
 DQ4181.Click photographs - Photos may exist for this station.
 DQ4181
 DQ4181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4181
 DQ4181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4181
 DQ4181.The ellipsoidal height was determined by GPS observations
 DQ4181.and is referenced to NAD 83.
 DQ4181
 DQ4181. The following values were computed from the NAD 83(2011) position.
 DQ4181
 DQ4181;                    North         East     Units Scale Factor Converg.
 DQ4181;SPC MI S     -    80,485.433 4,082,765.793   MT  0.99997372   +0 40 56.0
 DQ4181;SPC MI S     -   264,059.82 13,394,900.90   iFT  0.99997372   +0 40 56.0
 DQ4181;UTM  17      - 4,676,925.157   304,875.116   MT  1.00006849   -1 35 21.1
 DQ4181
 DQ4181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4181!SPC MI S     -   0.99997473  x   0.99997372  =   0.99994845
 DQ4181!UTM  17      -   0.99997473  x   1.00006849  =   1.00004322
 DQ4181
 DQ4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0487576925(NAD 83)
 DQ4181
 DQ4181                          SUPERSEDED SURVEY CONTROL
 DQ4181
 DQ4181.No superseded survey control is available for this station.
 DQ4181
 DQ4181_MARKER: DD = SURVEY DISK
 DQ4181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ4181+WITH SETTING: PAVEMENT
 DQ4181_SP_SET: SET IN LARGE CONCRETE PAD
 DQ4181_STAMPING: DTW C 2015
 DQ4181_MARK LOGO: GEOPRO
 DQ4181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4181+STABILITY: SURFACE MOTION
 DQ4181
 DQ4181  HISTORY     - Date     Condition        Report By
 DQ4181  HISTORY     - 20160308 MONUMENTED       GEOPRO
 DQ4181
 DQ4181                          STATION DESCRIPTION
 DQ4181
 DQ4181'DESCRIBED BY GEOPRO CONSULTANTS LLC 2016 (SML)
 DQ4181'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF BELLEVILLE, 5.8
 DQ4181'MI (9.3 KM) SOUTH-SOUTHWEST OF INKSTER AND 4.4 MI (7.1 KM)
 DQ4181'SOUTH-SOUTHEAST OF WAYNE AT THE DETROIT METROPOLITAN WAYNE COUNTY
 DQ4181'INTERNATIONAL AIRPORT, NEAR THE FEDEX HANGER IN THE WEST SECTION OF
 DQ4181'THE AIRPORT.  OWNERSHIP-- COUNTY OF WAYNE, MICHIGAN, L.C.SMITH
 DQ4181'BUILDING MEZZANINE, DETROIT, MICHIGAN 48242.  FOR ACCESS CONTACT WAYNE
 DQ4181'COUNTY AIRPORT AUTHORITY ONE WEEK IN ADVANCE.
 DQ4181'
 DQ4181'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94 AND VINING
 DQ4181'ROAD IN ROMULUS, MICHIGAN GO SOUTHEAST ON VINING ROAD FOR 0.10 MI
 DQ4181'(0.16 KM) TO GODDARD ROAD ON THE LEFT.  TURN LEFT ONTO GODDARD ROAD
 DQ4181'AND CONTINUE EAST THEN NORTHEAST FOR 0.91 MI (1.46 KM) TO AN AIRPORT
 DQ4181'ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE SOUTHEAST AND THEN
 DQ4181'SOUTHWEST ON AIRPORT ACCESS ROAD FOR 0.76 MI (1.22 KM) TO A 90 DEGREE
 DQ4181'TURN ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH-SOUTHEAST FOR 0.06 MI
 DQ4181'(0.10 KM) TO THE INTERSECTION WITH WEST SERVICE ROAD.  TURN RIGHT ONTO
 DQ4181'WEST SERVICE ROAD AND CONTINUE SOUTHWEST FOR 0.35 KM (0.22 MI),
 DQ4181'PASSING THROUGH AIRPORT GATE 53 BEHIND THE FEDEX HANGER, TO THE
 DQ4181'STATION ON THE LEFT IN THE SOUTHWEST CORNER OF A LARGE CONCRETE
 DQ4181'UTILITY PAD.
 DQ4181'
 DQ4181'STATION IS A BRASS SURVEY DISK EPOXIED IN A DRILL HOLE IN THE
 DQ4181'SOUTHWEST CORNER OF A CONCRETE PAD.  THE STATION IS 43.41 M (142.4 FT)
 DQ4181'SOUTHWEST OF A GAS VALVE, 24.44 M (80.2 FT) EAST OF A FENCE CORNER AND
 DQ4181'9.57 M (31.4 FT) NORTHWEST OF THE NORTHERN EDGE OF THE AIRPORT SERVICE
 DQ4181'ROAD.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DQ4181'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9503 ***********************************************************************
 AC9503  SACS        -  This is a Secondary Airport Control Station.
 AC9503  DESIGNATION -  DTW J
 AC9503  PID         -  AC9503
 AC9503  STATE/COUNTY-  MI/WAYNE
 AC9503  COUNTRY     -  US
 AC9503  USGS QUAD   -  FLAT ROCK NE (2017)
 AC9503
 AC9503                         *CURRENT SURVEY CONTROL
 AC9503  ______________________________________________________________________
 AC9503* NAD 83(2011) POSITION- 42 12 04.89220(N) 083 22 13.87641(W)   ADJUSTED
 AC9503* NAD 83(2011) ELLIP HT-   158.756 (meters)        (06/27/12)   ADJUSTED
 AC9503* NAD 83(2011) EPOCH   -  2010.00
 AC9503* NAVD 88 ORTHO HEIGHT -   193.32  (meters)      634.3   (feet) GPS OBS
 AC9503  ______________________________________________________________________
 AC9503  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC9503  GEOID HEIGHT    -        -34.490 (meters)                     GEOID03
 AC9503  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 AC9503  NAD 83(2011) X  -    546,315.053 (meters)                     COMP
 AC9503  NAD 83(2011) Y  - -4,700,480.290 (meters)                     COMP
 AC9503  NAD 83(2011) Z  -  4,262,305.318 (meters)                     COMP
 AC9503  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 AC9503
 AC9503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9503  Standards:
 AC9503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9503  -------------------------------------------------------------------
 AC9503  NETWORK    0.68   0.78           0.31   0.24   0.40     -0.00416584
 AC9503  -------------------------------------------------------------------
 AC9503  Click here for local accuracies and other accuracy information.
 AC9503
 AC9503.This mark is at Detroit Metro/wayne Airport (DTW)
 AC9503
 AC9503.The horizontal coordinates were established by GPS observations
 AC9503.and adjusted by the National Geodetic Survey in June 2012.
 AC9503
 AC9503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9503.been affixed to the stable North American tectonic plate. See 
 AC9503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9503
 AC9503.The horizontal coordinates are valid at the epoch date displayed above
 AC9503.which is a decimal equivalence of Year/Month/Day.
 AC9503
 AC9503.The orthometric height was determined by GPS observations and a
 AC9503.high-resolution geoid model.
 AC9503
 AC9503.GPS derived orthometric heights for airport stations designated as
 AC9503.PACS or SACS are published to 2 decimal places.  This maintains
 AC9503.centimeter relative accuracy between the PACS and SACS.  It does
 AC9503.not indicate centimeter accuracy relative to other marks which are
 AC9503.part of the published vertical control network.
 AC9503
 AC9503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9503.GEOID18 height accuracy estimate available here.
 AC9503
 AC9503.Click photographs - Photos may exist for this station.
 AC9503
 AC9503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9503
 AC9503.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9503
 AC9503.The ellipsoidal height was determined by GPS observations
 AC9503.and is referenced to NAD 83.
 AC9503
 AC9503. The following values were computed from the NAD 83(2011) position.
 AC9503
 AC9503;                    North         East     Units Scale Factor Converg.
 AC9503;SPC MI S     -    78,392.694 4,082,266.939   MT  0.99997754   +0 40 40.5
 AC9503;SPC MI S     -   257,193.88 13,393,264.24   iFT  0.99997754   +0 40 40.5
 AC9503;UTM  17      - 4,674,853.635   304,293.669   MT  1.00007129   -1 35 34.3
 AC9503
 AC9503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9503!SPC MI S     -   0.99997510  x   0.99997754  =   0.99995264
 AC9503!UTM  17      -   0.99997510  x   1.00007129  =   1.00004639
 AC9503
 AC9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0429374853(NAD 83)
 AC9503
 AC9503                          SUPERSEDED SURVEY CONTROL
 AC9503
 AC9503  NAD 83(2007)-  42 12 04.89270(N)    083 22 13.87723(W) AD(2002.00) 0
 AC9503  ELLIP H (02/10/07)  158.752  (m)                       GP(2002.00)    
 AC9503  NAD 83(1994)-  42 12 04.89207(N)    083 22 13.87666(W) AD(       ) 1
 AC9503  ELLIP H (01/10/05)  158.804  (m)                       GP(       ) 4 2
 AC9503
 AC9503.Superseded values are not recommended for survey control.
 AC9503
 AC9503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9503.See file dsdata.pdf to determine how the superseded data were derived.
 AC9503
 AC9503_STAMPING: DTW J 1993
 AC9503_MARK LOGO: NOS
 AC9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9503+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2011
 AC9503
 AC9503  HISTORY     - Date     Condition        Report By
 AC9503  HISTORY     - 1993     MONUMENTED       NOS
 AC9503  HISTORY     - 20040823 GOOD             NGS
 AC9503  HISTORY     - 20111103 GOOD             SPALD
 AC9503  HISTORY     - 20160308 MARK NOT FOUND   GEOPRO
 AC9503
 AC9503                          STATION DESCRIPTION
 AC9503
 AC9503'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DRM)
 AC9503'THE STATION IS LOCATED AT THE DETROIT METROPOLITAN AIRPORT IN THE
 AC9503'GRASS SOUTH OF RUNWAY END 3L.  THE STATION IS 211.5 FT (64.5 M)
 AC9503'SOUTHWEST OF THE SOUTHWEST EDGE OF THE 3L RUNUP RAMP, 53.5 FT (16.3 M)
 AC9503'NORTHWEST OF THE CL OF THE PAVED PORTION OF THE ILS SERVICE ROAD, AND
 AC9503'ON-LINE WITH THE 200 FT (61.0 M) APPROACH LIGHT.  THE STATION IS A
 AC9503'STANDARD NOS DISK STAMPED DTW J 1993 AND SET IN THE TOP OF A CONCRETE
 AC9503'MONUMENT THAT IS 0.5 FT (15.2 CM) BELOW THE SURFACE.
 AC9503
 AC9503                          STATION RECOVERY (2004)
 AC9503
 AC9503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AC9503'UPDATED DESCRIPTION-KRN-2004 THE STATION IS LOCATED AT THE SOUTHWEST
 AC9503'SIDE OF THE DETROIT METROPOLITAN AIRPORT, SOUTH EAST OF RUNWAY END 4R.
 AC9503'FOR ACCESS TO THE AIRPORT AND THIS STATION CONTACT--
 AC9503'
 AC9503'BRUCE GREENBERG, AIRFIELD OPERATONS MANAGER L.C. SMITH TERMINAL-
 AC9503'MEZZANINE DETROIT, MICHIGAN  48242
 AC9503'
 AC9503'PHONE- 734-247-7292 FAX- 734-942-3685
 AC9503'
 AC9503'FROM EXIT 15 OF INTERSTATE 275 AT EUREKA ROAD, SOUTHWEST OF DETROIT
 AC9503'METRO AIRPORT, DRIVE EAST ON EUREKA ROAD FOR 2.5 MILES TO A
 AC9503'TURNAROUND.  RETURN WEST ON EUREKA ROAD FOR 1.1 MILES TO AN ACCESS
 AC9503'ROAD ON THE RIGHT.  FOLLOW THIS SERVICE ROAD FOR 1.0 MILES TO GATE 34.
 AC9503'PASS THROUGH GATE 34 AND TAKE AN IMMEDIATE LEFT ON A NORTHERLY SERVICE
 AC9503'ROAD.  CONTINUE FOR 0.1 MILE TO A SERVICE ROAD ON THE LEFT, THROUGH AN
 AC9503'UNSECURED GATE.  CONTINUE WESTERLY ON THIS SERVICE ROAD FOR 0.7 MILES
 AC9503'TO AN ILS SERVICE ROAD CROSSING TAXIWAY 'Q' TO THE NORTH.  CROSS
 AC9503'TAXIWAY AND CONTINUE ON ILS SERVICE ROAD FOR 0.4 MILES TO THE STATION
 AC9503'ON THE LEFT. THE STATION IS 211.5 FT SOUTHWEST OF THE SOUTHWEST EDGE
 AC9503'OF THE RUNUP RAMP FOR 4R, 53.5 FT NORTHWEST OF THE CENTERLINE OF THE
 AC9503'ILS SERVICE ROAD, AND ON LINE WITH THE 200 FOOT APPROACH LIGHT.  THE
 AC9503'STATION IS A STANDARD NOS DISK STAMPED DTW J 1993 AND IS SET INTO THE
 AC9503'TOP OF A CONCRETE MONUMENT THAT IS 0.5 FT. BELOW THE SURFACE.  THIS
 AC9503'STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION,
 AC9503'SACS.
 AC9503
 AC9503                          STATION RECOVERY (2011)
 AC9503
 AC9503'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (JMI)
 AC9503'CONFIRMED ELLIPSOID HEIGHT BUT DATA DOES NOT APPEAR CONSISTENT WITH
 AC9503'PUBLISHED NAVD 88 ELEVATION.
 AC9503
 AC9503                          STATION RECOVERY (2016)
 AC9503
 AC9503'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2016 (SML)
 AC9503'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.  THE AREA HAS
 AC9503'BEEN COMPLETELY REGRADED FOR RUNWAY 04R CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6797 ***********************************************************************
 AA6797  CBN         -  This is a Cooperative Base Network Control Station.
 AA6797  PACS        -  This is a Primary Airport Control Station.
 AA6797  DESIGNATION -  DTW P
 AA6797  PID         -  AA6797
 AA6797  STATE/COUNTY-  MI/WAYNE
 AA6797  COUNTRY     -  US
 AA6797  USGS QUAD   -  FLAT ROCK NE (2017)
 AA6797
 AA6797                         *CURRENT SURVEY CONTROL
 AA6797  ______________________________________________________________________
 AA6797* NAD 83(2011) POSITION- 42 11 52.69283(N) 083 21 38.68292(W)   ADJUSTED
 AA6797* NAD 83(2011) ELLIP HT-   159.163 (meters)        (06/27/12)   ADJUSTED
 AA6797* NAD 83(2011) EPOCH   -  2010.00
 AA6797* NAVD 88 ORTHO HEIGHT -   193.71  (meters)      635.5   (feet) GPS OBS
 AA6797  ______________________________________________________________________
 AA6797  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AA6797  GEOID HEIGHT    -        -34.534 (meters)                     GEOID12B
 AA6797  GEOID HEIGHT    -        -34.540 (meters)                     GEOID18
 AA6797  NAD 83(2011) X  -    547,146.323 (meters)                     COMP
 AA6797  NAD 83(2011) Y  - -4,700,638.457 (meters)                     COMP
 AA6797  NAD 83(2011) Z  -  4,262,026.738 (meters)                     COMP
 AA6797  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AA6797
 AA6797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6797  Standards:
 AA6797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6797  -------------------------------------------------------------------
 AA6797  NETWORK    0.35   0.84           0.16   0.12   0.43      0.01040653
 AA6797  -------------------------------------------------------------------
 AA6797  Click here for local accuracies and other accuracy information.
 AA6797
 AA6797.This mark is at Detroit Metro/wayne Airport (DTW)
 AA6797
 AA6797.The horizontal coordinates were established by GPS observations
 AA6797.and adjusted by the National Geodetic Survey in June 2012.
 AA6797
 AA6797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6797.been affixed to the stable North American tectonic plate. See 
 AA6797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6797
 AA6797.The horizontal coordinates are valid at the epoch date displayed above
 AA6797.which is a decimal equivalence of Year/Month/Day.
 AA6797
 AA6797.The orthometric height was determined by GPS observations and a
 AA6797.high-resolution geoid model.
 AA6797
 AA6797.GPS derived orthometric heights for airport stations designated as
 AA6797.PACS or SACS are published to 2 decimal places.  This maintains
 AA6797.centimeter relative accuracy between the PACS and SACS.  It does
 AA6797.not indicate centimeter accuracy relative to other marks which are
 AA6797.part of the published vertical control network.
 AA6797
 AA6797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6797.GEOID18 height accuracy estimate available here.
 AA6797
 AA6797.Click photographs - Photos may exist for this station.
 AA6797
 AA6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6797
 AA6797.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6797
 AA6797.The ellipsoidal height was determined by GPS observations
 AA6797.and is referenced to NAD 83.
 AA6797
 AA6797. The following values were computed from the NAD 83(2011) position.
 AA6797
 AA6797;                    North         East     Units Scale Factor Converg.
 AA6797;SPC MI S     -    78,025.919 4,083,078.749   MT  0.99997824   +0 41 04.4
 AA6797;SPC MI S     -   255,990.55 13,395,927.65   iFT  0.99997824   +0 41 04.4
 AA6797;UTM  17      - 4,674,454.947   305,090.382   MT  1.00006746   -1 35 10.3
 AA6797
 AA6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6797!SPC MI S     -   0.99997504  x   0.99997824  =   0.99995328
 AA6797!UTM  17      -   0.99997504  x   1.00006746  =   1.00004250
 AA6797
 AA6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0509074454(NAD 83)
 AA6797
 AA6797                          SUPERSEDED SURVEY CONTROL
 AA6797
 AA6797  NAD 83(2007)-  42 11 52.69333(N)    083 21 38.68374(W) AD(2002.00) 0
 AA6797  ELLIP H (02/10/07)  159.160  (m)                       GP(2002.00)    
 AA6797  ELLIP H (07/12/02)  159.212  (m)                       GP(       ) 4 2
 AA6797  NAD 83(1994)-  42 11 52.69270(N)    083 21 38.68317(W) AD(       ) B
 AA6797  ELLIP H (09/20/95)  159.261  (m)                       GP(       ) 1 2
 AA6797  NAD 83(1986)-  42 11 52.70048(N)    083 21 38.70926(W) AD(       ) 1
 AA6797  NAVD 88 (09/20/95)  193.75   (m)  GEOID93  model used  GPS OBS        
 AA6797  NAVD 88 (07/20/95)  193.69   (m)  GEOID93  model used  GPS OBS        
 AA6797
 AA6797.Superseded values are not recommended for survey control.
 AA6797
 AA6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6797.See file dsdata.pdf to determine how the superseded data were derived.
 AA6797
 AA6797_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA6797_SP_SET: PUMP STATION ROOF
 AA6797_STAMPING: DTW P 1994
 AA6797_MARK LOGO: NGS
 AA6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6797+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2017
 AA6797
 AA6797  HISTORY     - Date     Condition        Report By
 AA6797  HISTORY     - 1994     MONUMENTED       NGS
 AA6797  HISTORY     - 20040817 GOOD             NGS
 AA6797  HISTORY     - 20040823 GOOD             NGS
 AA6797  HISTORY     - 20071221 GOOD             INDIV
 AA6797  HISTORY     - 20080821 GOOD             INDIV
 AA6797  HISTORY     - 20111103 GOOD             SPALD
 AA6797  HISTORY     - 20150221 GOOD             GEOPRO
 AA6797  HISTORY     - 20160308 GOOD             GEOPRO
 AA6797  HISTORY     - 20170308 GOOD             GEOPRO
 AA6797
 AA6797                          STATION DESCRIPTION
 AA6797
 AA6797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6797'STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTHWEST OF DOWNTOWN
 AA6797'DETROIT, A THE METROPOLITAN WAYNE COUNTY AIRPORT, ON THE SOUTHWEST
 AA6797'SIDE OF THE AIRPORT.  SOUTH OF RUNWAY 9R, ON THE EAST SIDE OF A ROAD,
 AA6797'IN THE TOP OF THE CONCRETE WALL AND ROUND ROOF OF A 7 M (23.0 FT)
 AA6797'DIAMETER PUMP STATION THAT IS NEAR GROUND LEVEL.  OWNERSHIP-- WAYNE
 AA6797'COUNTY, 415 CLIFFORD, DETROIT, MICHIGAN 48226.  AIRPORT OPERATIONS
 AA6797'MANAGER IS HASSAN MAKLED, PHONE 313-942-3745. CONTACT RALPH LANDINI,
 AA6797'WAYNE COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING OFFICE,
 AA6797'PHONE 313-595-6545.  HE SHOULD BE CONTACTED ONE WEEK PRIOR TO
 AA6797'OBSERVATIONS TO ARRANGE SECURITY CLEARANCE AND ESCORT.  HEARING
 AA6797'PROTECTION IS SUGGESTED. TO REACH THE TERMINAL BUILDING FROM THE
 AA6797'UNDERPASS AT THE JUNTION OF INTERSTATE HIGHWAY 94 AND THE AIRPORT
 AA6797'ENTRANCE ROAD (EXIT 198) GO SOUTH ON THE ROAD FOR 2.1 KM (1.3 MI) TO
 AA6797'THE BUILDING. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AA6797'HIGHWAY 275 AND EUREKA ROAD (EXIT 15) GO EAST ON EUREKA ROAD FOR 1.21
 AA6797'KM (0.75 MI) TO THE ENTRANCE ROAD TO GATE 34 ON THE LEFT.  TURN LEFT
 AA6797'AND GO NORTHEAST ON ENTRANCE ROAD FOR 0.05 MILES, BEAR RIGHT AND GO
 AA6797'EAST FOR 0.5 KM (0.3 MI) THROUGH GATE 34 AND PAST AMERITECH BUILDING
 AA6797'ON THE RIGHT TO A SECURITY BOOTH.  CONTINUE AHEAD FOR 0.08 KM (0.05
 AA6797'MI) TO OLD VINING ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON OLD
 AA6797'VINING ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 AA6797'RIGHT AND GO EAST ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A PAVED ROAD ON
 AA6797'THE LEFT, TURN LEFT AND GO 0.3 KM (0.2 MI) TO THE ROAD END AND THE
 AA6797'STATION. STATION MARK IS A DISK SET IN A DRILL HOLE IN THE WEST SIDE
 AA6797'OF THE ROUND ROOF.  IT IS OVER THE WALL ON THE WEST SIDE OF THE ROOF,
 AA6797'0.14 M (0.46 FT) EAST OF THE WEST EDGE OF THE ROOF.
 AA6797
 AA6797                          STATION RECOVERY (2004)
 AA6797
 AA6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AA6797'RECOVERED AS DESCRIBED.
 AA6797
 AA6797                          STATION RECOVERY (2004)
 AA6797
 AA6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AA6797'RECOVERY NOTE BY NGS, (KRN), RECOVERED AS DESCRIBED.
 AA6797
 AA6797                          STATION RECOVERY (2007)
 AA6797
 AA6797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CAA)
 AA6797'RECOVERED IN GOOD CONDITION.
 AA6797
 AA6797                          STATION RECOVERY (2008)
 AA6797
 AA6797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAA)
 AA6797'RECOVERED IN GOOD CONDITION.
 AA6797
 AA6797                          STATION RECOVERY (2011)
 AA6797
 AA6797'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2011 (JMI)
 AA6797'CONFIRMED ELLIPSOID HEIGHT BUT DATA DOES NOT APPEAR CONSISTENT WITH
 AA6797'PUBLISHED NAVD 88 ELEVATION.
 AA6797
 AA6797                          STATION RECOVERY (2015)
 AA6797
 AA6797'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (SML)
 AA6797'RECOVERED AS DESCRIBED
 AA6797
 AA6797                          STATION RECOVERY (2016)
 AA6797
 AA6797'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2016 (CTS)
 AA6797'RECOVERED AS DESCRIBED.
 AA6797
 AA6797                          STATION RECOVERY (2017)
 AA6797
 AA6797'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2017 (CTS)
 AA6797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0941 ***********************************************************************
 RJ0941  DESIGNATION -  DUCK
 RJ0941  PID         -  RJ0941
 RJ0941  STATE/COUNTY-  MI/CHIPPEWA
 RJ0941  COUNTRY     -  US
 RJ0941  USGS QUAD   -  OAK RIDGE (2017)
 RJ0941
 RJ0941                         *CURRENT SURVEY CONTROL
 RJ0941  ______________________________________________________________________
 RJ0941* NAD 83(1994) POSITION- 46 21 33.64529(N) 084 08 09.69701(W)   ADJUSTED
 RJ0941* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0941  ______________________________________________________________________
 RJ0941  GEOID HEIGHT    -        -36.636 (meters)                     GEOID18
 RJ0941  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 RJ0941  HORZ ORDER      -  THIRD
 RJ0941
 RJ0941.The horizontal coordinates were established by classical geodetic methods
 RJ0941.and adjusted by the National Geodetic Survey in February 1997.
 RJ0941
 RJ0941.The orthometric height was scaled from a topographic map.
 RJ0941
 RJ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0941.GEOID18 height accuracy estimate available here.
 RJ0941
 RJ0941.Click photographs - Photos may exist for this station.
 RJ0941
 RJ0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0941
 RJ0941. The following values were computed from the NAD 83(1994) position.
 RJ0941
 RJ0941;                    North         East     Units Scale Factor Converg.
 RJ0941;SPC MI N     -   179,145.428 8,220,343.063   MT  0.99990367   +2 04 12.2
 RJ0941;SPC MI N     -   587,747.47 26,969,629.47   iFT  0.99990367   +2 04 12.2
 RJ0941;SPC MI C     -   338,164.559 6,017,753.979   MT  1.00021970   +0 09 46.5
 RJ0941;SPC MI C     - 1,109,463.78 19,743,287.33   iFT  1.00021970   +0 09 46.5
 RJ0941;UTM  16      - 5,137,961.082   720,319.828   MT  1.00019672   +2 04 24.4
 RJ0941
 RJ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0941!SPC MI N     -   0.99997815  x   0.99990367  =   0.99988182
 RJ0941!SPC MI C     -   0.99997815  x   1.00021970  =   1.00019785
 RJ0941!UTM  16      -   0.99997815  x   1.00019672  =   1.00017487
 RJ0941
 RJ0941:                Primary Azimuth Mark                     Grid Az
 RJ0941:SPC MI N     -  REF MON 21 ECC                           337 29 43.9
 RJ0941:SPC MI C     -  REF MON 21 ECC                           339 24 09.6
 RJ0941:UTM  16      -  REF MON 21 ECC                           337 29 31.7
 RJ0941
 RJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2031937961(NAD 83)
 RJ0941
 RJ0941|---------------------------------------------------------------------|
 RJ0941| PID    Reference Object                     Distance      Geod. Az  |
 RJ0941|                                                           dddmmss.s |
 RJ0941| RJ0942 REF MON 21 ECC                      APPROX. 1.4 KM 3393356.1 |
 RJ0941|---------------------------------------------------------------------|
 RJ0941
 RJ0941                          SUPERSEDED SURVEY CONTROL
 RJ0941
 RJ0941  NAD 83(1986)-  46 21 33.63437(N)    084 08 09.70564(W) AD(       ) 3
 RJ0941  NAD 27      -  46 21 33.56600(N)    084 08 09.60000(W) AD(       ) 3
 RJ0941
 RJ0941.Superseded values are not recommended for survey control.
 RJ0941
 RJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0941.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0941
 RJ0941_MARKER: H = DRILL HOLE
 RJ0941_SETTING: 80 = SET IN A BOULDER
 RJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0941+STABILITY: SURFACE MOTION
 RJ0941
 RJ0941  HISTORY     - Date     Condition        Report By
 RJ0941  HISTORY     - 1944     MONUMENTED       IBC
 RJ0941  HISTORY     - 1958     GOOD             IBC
 RJ0941
 RJ0941                          STATION DESCRIPTION
 RJ0941
 RJ0941'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0941'ON THE E SHORE OF S DUCK ISLAND, 1/2 MILE N OF INDIAN POINT.  IT IS
 RJ0941'AT THE N END OF THE POINT ON WHICH EX - GOVERNOR OSBORNS SUMMER
 RJ0941'HOME IS LOCATED AND ABOUT 100 METERS N OF THEIR LIBRARY BUILDING.
 RJ0941'IT IS IN A ROCK AT THE EDGE OF THE WATER, 2 BY 1-1/2 FEET BY 1-1/2
 RJ0941'FEET HIGH.
 RJ0941'
 RJ0941'STATION MARK IS A SEMICIRCULAR HOLE 1/4 INCH DEEP IN THE TOP OF THE
 RJ0941'ROCK.
 RJ0941
 RJ0941                          STATION RECOVERY (1958)
 RJ0941
 RJ0941'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0443 ***********************************************************************
 PL0443  DESIGNATION -  DUCK 2
 PL0443  PID         -  PL0443
 PL0443  STATE/COUNTY-  MI/OTSEGO
 PL0443  COUNTRY     -  US
 PL0443  USGS QUAD   -  JOHANNESBURG (2017)
 PL0443
 PL0443                         *CURRENT SURVEY CONTROL
 PL0443  ______________________________________________________________________
 PL0443* NAD 83(1994) POSITION- 44 54 47.93252(N) 084 24 58.04975(W)   NO CHECK
 PL0443* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 PL0443  ______________________________________________________________________
 PL0443  GEOID HEIGHT    -        -35.179 (meters)                     GEOID18
 PL0443  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 PL0443  HORZ ORDER      -  THIRD
 PL0443
 PL0443.The horizontal coordinates were established by classical geodetic methods
 PL0443.and adjusted by the National Geodetic Survey in February 1997.
 PL0443
 PL0443.No horizontal observational check was made to the station.
 PL0443
 PL0443.The orthometric height was scaled from a topographic map.
 PL0443
 PL0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0443.GEOID18 height accuracy estimate available here.
 PL0443
 PL0443.Click photographs - Photos may exist for this station.
 PL0443
 PL0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0443
 PL0443. The following values were computed from the NAD 83(1994) position.
 PL0443
 PL0443;                    North         East     Units Scale Factor Converg.
 PL0443;SPC MI C     -   177,420.454 5,996,094.837   MT  0.99991284   -0 02 05.8
 PL0443;SPC MI C     -   582,088.10 19,672,227.16   iFT  0.99991284   -0 02 05.8
 PL0443;UTM  16      - 4,976,568.933   703,956.025   MT  1.00011154   +1 49 29.8
 PL0443
 PL0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0443!SPC MI C     -   0.99994549  x   0.99991284  =   0.99985833
 PL0443!UTM  16      -   0.99994549  x   1.00011154  =   1.00005702
 PL0443
 PL0443:                Primary Azimuth Mark                     Grid Az
 PL0443:SPC MI C     -  DUCK 2 RM 4                              274 47 08.1
 PL0443:UTM  16      -  DUCK 2 RM 4                              272 55 32.5
 PL0443
 PL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0395676568(NAD 83)
 PL0443
 PL0443|---------------------------------------------------------------------|
 PL0443| PID    Reference Object                     Distance      Geod. Az  |
 PL0443|                                                           dddmmss.s |
 PL0443| CH1073 DUCK 2 RM 3                           4.697 METERS 09807     |
 PL0443| CH1074 DUCK 2 RM 4                                        2744502.3 |
 PL0443| PL0442 DUCK                                 22.541 METERS 28655     |
 PL0443| CH1071 DUCK RM 1                            37.003 METERS 33040     |
 PL0443|---------------------------------------------------------------------|
 PL0443
 PL0443                          SUPERSEDED SURVEY CONTROL
 PL0443
 PL0443  NAD 83(1986)-  44 54 47.92334(N)    084 24 58.05516(W) AD(       ) 3
 PL0443  NAD 27      -  44 54 47.88847(N)    084 24 57.99289(W) AD(       ) 3
 PL0443
 PL0443.Superseded values are not recommended for survey control.
 PL0443
 PL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0443.See file dsdata.pdf to determine how the superseded data were derived.
 PL0443
 PL0443_MARKER: DS = TRIANGULATION STATION DISK
 PL0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0443_STAMPING: DUCK 2 1972
 PL0443_MARK LOGO: CGS
 PL0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0443+STABILITY: SURFACE MOTION
 PL0443
 PL0443  HISTORY     - Date     Condition        Report By
 PL0443  HISTORY     - 1972     MONUMENTED       NGS
 PL0443  HISTORY     - 1980     GOOD             MIDH
 PL0443  HISTORY     - 19960811 GOOD             USPSQD
 PL0443
 PL0443                          STATION DESCRIPTION
 PL0443
 PL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PL0443'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF JOHANNESBURG, ABOUT
 PL0443'5 MILES NORTHWEST OF LEWISTON, ABOUT 14 MILES EAST OF OTSEGO LAKE, ON
 PL0443'ROAD RIGHT-OF-WAY, 1 FOOT NORTH OF A METAL WITNESS POST, 18 FEET WEST
 PL0443'OF A POWER POLE, 121 FEET WEST OF THE CENTERLINE OF CAULKINS LAKE ROAD
 PL0443'AND 41 FEET SOUTH OF THE CENTERLINE OF OLD STATE ROAD.  THE MONUMENT
 PL0443'PROJECTS 3 INCHES AND THE DISK IS STAMPED DUCK 2 1972.
 PL0443'
 PL0443'TO REACH THE STATION FROM THE INTERSECTION OF OLD U. S. HIGHWAY 27 AND
 PL0443'OLD STATE ROAD AT THE SOUTH EDGE OF OTSEGO LAKE, GO EAST ON OLD STATE
 PL0443'ROAD FOR 0.3 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 75.  CONTINUE
 PL0443'EAST ON OLD STATE ROAD FOR 13.2 MILES TO REFERENCE MARK 4 ON THE LEFT.
 PL0443'CONTINUE EAST ON THE ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 PL0443'
 PL0443'REFERENCE MARK 1 IS 66 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 18
 PL0443'FEET NORTHEAST OF A 14 INCH TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 PL0443'THE DISK IS STAMPED DUCK NO 1 1949.
 PL0443'
 PL0443'REFERENCE MARK 3 IS 3 FEET WEST OF THE POWER POLE.  15 FEET EAST OF
 PL0443'THE METAL WITNESS POST, 106 FEET WEST OF THE CENTERLINE OF CAULKINS
 PL0443'LAKE ROAD AND 43 FEET SOUTH OF THE CENTERLINE OF OLD STATE ROAD.  THE
 PL0443'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DUCK 2 NO 3 1972.
 PL0443'
 PL0443'REFERENCE MARK 4 IS 17 FEET EAST OF A 9 INCH PINE TREE, 32 FEET NORTH
 PL0443'OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A METAL WITNESS
 PL0443'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DUCK 2
 PL0443'NO 4 1972.
 PL0443'
 PL0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PL0443
 PL0443                          STATION RECOVERY (1980)
 PL0443
 PL0443'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0443'THE STATION MARK AND REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK WERE
 PL0443'FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 PL0443
 PL0443                          STATION RECOVERY (1996)
 PL0443
 PL0443'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1295 ***********************************************************************
 NF1295  DESIGNATION -  DUDLEY
 NF1295  PID         -  NF1295
 NF1295  STATE/COUNTY-  MI/INGHAM
 NF1295  COUNTRY     -  US
 NF1295  USGS QUAD   -  MASON (2017)
 NF1295
 NF1295                         *CURRENT SURVEY CONTROL
 NF1295  ______________________________________________________________________
 NF1295* NAD 83(1994) POSITION- 42 31 21.94274(N) 084 28 17.58112(W)   ADJUSTED
 NF1295* NAVD 88 ORTHO HEIGHT -   309.9   (meters)     1017.    (feet) VERTCON3
 NF1295  ______________________________________________________________________
 NF1295  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 NF1295  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 NF1295  HORZ ORDER      -  FIRST
 NF1295
 NF1295.The horizontal coordinates were established by classical geodetic methods
 NF1295.and adjusted by the National Geodetic Survey in February 1997.
 NF1295
 NF1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1295
 NF1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1295.GEOID18 height accuracy estimate available here.
 NF1295
 NF1295.Click photographs - Photos may exist for this station.
 NF1295
 NF1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1295
 NF1295. The following values were computed from the NAD 83(1994) position.
 NF1295
 NF1295;                    North         East     Units Scale Factor Converg.
 NF1295;SPC MI S     -   113,611.116 3,991,382.429   MT  0.99992675   -0 04 17.0
 NF1295;SPC MI S     -   372,739.88 13,095,086.71   iFT  0.99992675   -0 04 17.0
 NF1295;UTM  16      - 4,710,918.829   707,683.500   MT  1.00013070   +1 42 34.4
 NF1295
 NF1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1295!SPC MI S     -   0.99995672  x   0.99992675  =   0.99988347
 NF1295!UTM  16      -   0.99995672  x   1.00013070  =   1.00008741
 NF1295
 NF1295:                Primary Azimuth Mark                     Grid Az
 NF1295:SPC MI S     -  DUDLEY AZ MK                             080 17 34.8
 NF1295:UTM  16      -  DUDLEY AZ MK                             078 30 43.4
 NF1295
 NF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0768310918(NAD 83)
 NF1295
 NF1295|---------------------------------------------------------------------|
 NF1295| PID    Reference Object                     Distance      Geod. Az  |
 NF1295|                                                           dddmmss.s |
 NF1295| NF1299 DUDLEY AZ MK                        APPROX. 0.9 KM 0801317.8 |
 NF1295| CG9992 DUDLEY RM 1                          62.155 METERS 23736     |
 NF1295| CG9993 DUDLEY RM 2                          55.129 METERS 28835     |
 NF1295|---------------------------------------------------------------------|
 NF1295
 NF1295                          SUPERSEDED SURVEY CONTROL
 NF1295
 NF1295  NAD 83(1986)-  42 31 21.94242(N)    084 28 17.60115(W) AD(       ) 1
 NF1295  NAD 27      -  42 31 21.80952(N)    084 28 17.69192(W) AD(       ) 1
 NF1295  NGVD 29 (07/19/86)  310.0    (m)         1017.     (f) VERT ANG       
 NF1295
 NF1295.Superseded values are not recommended for survey control.
 NF1295
 NF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1295.See file dsdata.pdf to determine how the superseded data were derived.
 NF1295
 NF1295_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1295_STAMPING: DUDLEY 1976
 NF1295_MARK LOGO: NGS
 NF1295_PROJECTION: RECESSED 46 CENTIMETERS
 NF1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1295+STABILITY: SURFACE MOTION
 NF1295
 NF1295  HISTORY     - Date     Condition        Report By
 NF1295  HISTORY     - 1976     MONUMENTED       NGS
 NF1295  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 NF1295
 NF1295                          STATION DESCRIPTION
 NF1295
 NF1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1295'STATION IS LOCATED ABOUT 9-1/2 MILES EAST-NORTHEAST OF EATON
 NF1295'RAPIDS, 5-1/2 MILES NORTH-NORTHWEST OF LESLIE, 4-1/4 MILES
 NF1295'SOUTH-SOUTHWEST OF MASON.  IT IS IN THE NE 1/4 OF SECTION 31, T 2
 NF1295'N, R 1 W AND ON A ROCK KNOLL THAT IS THE PROPERTY OF MR. DARWIN D.
 NF1295'DUDLEY, ADDRESS 1825 DARLING, MASON, MICHIGAN, PHONE NUMBER
 NF1295'517-351-7497 EAST LANSING OR 517-676-1441 MASON.
 NF1295'
 NF1295'TO REACH FROM THE BARNES ROAD EXIT ABOUT 4 MILES SOUTH OF MASON ON
 NF1295'U.S. HIGHWAY 127, GO WEST ON BARNES ROAD FOR 0.7 MILE TO THE AZIMUTH
 NF1295'MARK ON THE RIGHT, NORTH SIDE OF ROAD.  CONTINUE WEST ON BARNES
 NF1295'ROAD FOR 0.15 MILE TO THE JUNCTION WITH TURTLE ROAD, CONTINUE
 NF1295'WEST ON BARNES ROAD FOR 0.6 MILES TO A DRIVEWAY ON THE LEFT.
 NF1295'TURN LEFT AND GO SOUTH ON DRIVEWAY AND DIM TRACK ROAD THAT PASSES
 NF1295'TO THE WEST SIDE OF BARN, FOLLOW TRACK ROAD SOUTH AND EAST FOR 0.1
 NF1295'MILE TO TOP OF KNOLL AND STATION.
 NF1295'
 NF1295'STATION MARKS ARE STANDARD DISKS STAMPED DUDLEY 1976.  THE SURFACE
 NF1295'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1295'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS ON THE SOUTH
 NF1295'SIDE OF OLD GRAVEL PIT AND ON TOP OF SMALL KNOLL, 90 FEET NORTH OF
 NF1295'THE NORTH EDGE OF A LARGE PILE OF ROCKS.  THE UNDERGROUND DISK
 NF1295'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW
 NF1295'THE GROUND SURFACE.
 NF1295'
 NF1295'REFERENCE MARK 1, A STANDARD DISK STAMPED DUDLEY NO 1 1976, IS SET
 NF1295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 NF1295'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST OF METAL WITNESS
 NF1295'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF FENCELINE.
 NF1295'
 NF1295'REFERENCE MARK 2, A STANDARD DISK STAMPED DUDLEY NO 2 1976, IS SET
 NF1295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 NF1295'FLUSH WITH THE GROUND SURFACE.  IT IS 10 FEET SOUTH-SOUTHWEST OF A
 NF1295'LARGE CONCRETE SLAB, 2 FEET SOUTH OF A METAL WITNESS POST WITH
 NF1295'SIGN ATTACHED AND 1 FOOT EAST OF FENCELINE.
 NF1295'
 NF1295'AZIMUTH MARK, A STANDARD DISK STAMPED DUDLEY 1976, IS SET IN THE
 NF1295'TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS SET FLUSH WITH THE
 NF1295'GROUND SURFACE.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 NF1295'SURFACED ROAD, 5.5 FEET WEST OF POWERLINE POLE AND 3.5 FEET EAST
 NF1295'OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1295'
 NF1295'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1295'
 NF1295'NEAREST TOWN--MASON.
 NF1295'
 NF1295'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 NF1295
 NF1295                          STATION RECOVERY (2006)
 NF1295
 NF1295'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1299 ***********************************************************************
 NF1299  DESIGNATION -  DUDLEY AZ MK
 NF1299  PID         -  NF1299
 NF1299  STATE/COUNTY-  MI/INGHAM
 NF1299  COUNTRY     -  US
 NF1299  USGS QUAD   -  MASON (2017)
 NF1299
 NF1299                         *CURRENT SURVEY CONTROL
 NF1299  ______________________________________________________________________
 NF1299* NAD 83(1994) POSITION- 42 31 27.10241(N) 084 27 37.09103(W)   ADJUSTED
 NF1299* NAVD 88 ORTHO HEIGHT -   300.3   (meters)      985.    (feet) VERTCON3
 NF1299  ______________________________________________________________________
 NF1299  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 NF1299  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 NF1299  HORZ ORDER      -  SECOND
 NF1299
 NF1299.The horizontal coordinates were established by classical geodetic methods
 NF1299.and adjusted by the National Geodetic Survey in February 1997.
 NF1299
 NF1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1299
 NF1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1299.GEOID18 height accuracy estimate available here.
 NF1299
 NF1299.Click photographs - Photos may exist for this station.
 NF1299
 NF1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1299
 NF1299. The following values were computed from the NAD 83(1994) position.
 NF1299
 NF1299;                    North         East     Units Scale Factor Converg.
 NF1299;SPC MI S     -   113,769.224 3,992,306.715   MT  0.99992660   -0 03 49.4
 NF1299;SPC MI S     -   373,258.61 13,098,119.14   iFT  0.99992660   -0 03 49.4
 NF1299;UTM  16      - 4,711,105.624   708,602.615   MT  1.00013541   +1 43 01.9
 NF1299
 NF1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1299!SPC MI S     -   0.99995822  x   0.99992660  =   0.99988482
 NF1299!UTM  16      -   0.99995822  x   1.00013541  =   1.00009362
 NF1299
 NF1299:                Primary Azimuth Mark                     Grid Az
 NF1299:SPC MI S     -  DUDLEY                                   260 17 34.5
 NF1299:UTM  16      -  DUDLEY                                   258 30 43.2
 NF1299
 NF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0860211105(NAD 83)
 NF1299
 NF1299|---------------------------------------------------------------------|
 NF1299| PID    Reference Object                     Distance      Geod. Az  |
 NF1299|                                                           dddmmss.s |
 NF1299| NF1300 DUDLEY AZ MK A PT                     7.680 METERS 11724     |
 NF1299| NF1295 DUDLEY                              APPROX. 0.9 KM 2601345.1 |
 NF1299|---------------------------------------------------------------------|
 NF1299
 NF1299                          SUPERSEDED SURVEY CONTROL
 NF1299
 NF1299  NAD 83(1986)-  42 31 27.10209(N)    084 27 37.11108(W) AD(       ) 2
 NF1299  NAD 27      -  42 31 26.96918(N)    084 27 37.20316(W) AD(       ) 2
 NF1299  NGVD 29 (07/19/86)  300.4    (m)          986.     (f) VERT ANG       
 NF1299
 NF1299.Superseded values are not recommended for survey control.
 NF1299
 NF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1299.See file dsdata.pdf to determine how the superseded data were derived.
 NF1299
 NF1299_MARKER: DZ = AZIMUTH MARK DISK
 NF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1299_STAMPING: DUDLEY 1976
 NF1299_MARK LOGO: NGS
 NF1299_PROJECTION: FLUSH
 NF1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1299+STABILITY: SURFACE MOTION
 NF1299
 NF1299  HISTORY     - Date     Condition        Report By
 NF1299  HISTORY     - 1976     MONUMENTED       NGS
 NF1299
 NF1299                          STATION DESCRIPTION
 NF1299
 NF1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1299'STATION MARK, A STANDARD DISK STAMPED DUDLEY 1976, IS SET IN THE TOP
 NF1299'OF A 12-INCH CYLINDRICAL MONUMENT THAT IS SET FLUSH WITH THE
 NF1299'GROUND SURFACE.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 NF1299'SURFACED ROAD, 5.5 FEET WEST OF POWERLINE POLE AND 3.5 FEET EAST
 NF1299'OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1299'
 NF1299'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1054 ***********************************************************************
 RJ1054  DESIGNATION -  DUKE RESET
 RJ1054  PID         -  RJ1054
 RJ1054  STATE/COUNTY-  MI/CHIPPEWA
 RJ1054  COUNTRY     -  US
 RJ1054  USGS QUAD   -  DAFTER (2017)
 RJ1054
 RJ1054                         *CURRENT SURVEY CONTROL
 RJ1054  ______________________________________________________________________
 RJ1054* NAD 83(2011) POSITION- 46 15 32.55763(N) 084 26 17.23678(W)   ADJUSTED
 RJ1054* NAD 83(2011) ELLIP HT-   205.155 (meters)        (06/27/12)   ADJUSTED
 RJ1054* NAD 83(2011) EPOCH   -  2010.00
 RJ1054* NAVD 88 ORTHO HEIGHT -   241.5   (meters)      792.    (feet) GPS OBS
 RJ1054  ______________________________________________________________________
 RJ1054  NAVD 88 orthometric height was determined with geoid model    GEOID93
 RJ1054  GEOID HEIGHT    -        -36.086 (meters)                     GEOID93
 RJ1054  GEOID HEIGHT    -        -36.289 (meters)                     GEOID18
 RJ1054  NAD 83(2011) X  -    428,167.045 (meters)                     COMP
 RJ1054  NAD 83(2011) Y  - -4,396,906.255 (meters)                     COMP
 RJ1054  NAD 83(2011) Z  -  4,585,350.663 (meters)                     COMP
 RJ1054  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 RJ1054
 RJ1054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ1054  Standards:
 RJ1054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ1054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ1054  -------------------------------------------------------------------
 RJ1054  NETWORK    4.09  11.94           1.86   1.43   6.09      0.00000000
 RJ1054  -------------------------------------------------------------------
 RJ1054  Click here for local accuracies and other accuracy information.
 RJ1054
 RJ1054.The horizontal coordinates were established by GPS observations
 RJ1054.and adjusted by the National Geodetic Survey in June 2012.
 RJ1054
 RJ1054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ1054.been affixed to the stable North American tectonic plate. See 
 RJ1054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ1054
 RJ1054.The horizontal coordinates are valid at the epoch date displayed above
 RJ1054.which is a decimal equivalence of Year/Month/Day.
 RJ1054
 RJ1054.The orthometric height was determined by GPS observations and a
 RJ1054.high-resolution geoid model.
 RJ1054
 RJ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1054.GEOID18 height accuracy estimate available here.
 RJ1054
 RJ1054.Click photographs - Photos may exist for this station.
 RJ1054
 RJ1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1054
 RJ1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1054
 RJ1054.The ellipsoidal height was determined by GPS observations
 RJ1054.and is referenced to NAD 83.
 RJ1054
 RJ1054. The following values were computed from the NAD 83(2011) position.
 RJ1054
 RJ1054;                    North         East     Units Scale Factor Converg.
 RJ1054;SPC MI N     -   167,207.566 8,197,469.883   MT  0.99990294   +1 51 06.1
 RJ1054;SPC MI N     -   548,581.25 26,894,586.23   iFT  0.99990294   +1 51 06.1
 RJ1054;UTM  16      - 5,126,019.820   697,441.615   MT  1.00007923   +1 51 05.3
 RJ1054
 RJ1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1054!SPC MI N     -   0.99996784  x   0.99990294  =   0.99987078
 RJ1054!UTM  16      -   0.99996784  x   1.00007923  =   1.00004707
 RJ1054
 RJ1054:                Primary Azimuth Mark                     Grid Az
 RJ1054:SPC MI N     -  DUKE AZ MK                               083 26 41.3
 RJ1054:UTM  16      -  DUKE AZ MK                               083 26 42.1
 RJ1054
 RJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9744126019(NAD 83)
 RJ1054
 RJ1054|---------------------------------------------------------------------|
 RJ1054| PID    Reference Object                     Distance      Geod. Az  |
 RJ1054|                                                           dddmmss.s |
 RJ1054| CH1076 DUKE FIELD STONE NE                  72.100 METERS 05513     |
 RJ1054| CH1075 DUKE AZ MK                                         0851747.4 |
 RJ1054| CH1077 DUKE RM 2                            45.065 METERS 17641     |
 RJ1054| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX. 2.2 KM 2284757.2 |
 RJ1054| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.29.0 KM 2465807.6 |
 RJ1054| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX.11.0 KM 2592153.0 |
 RJ1054| RJ1055 KINCHELOE AFB SOUTH WATER TANK      APPROX. 2.4 KM 2810554.2 |
 RJ1054| RJ1122 RACO AFB WATER TANK                 APPROX.30.1 KM 2892758.3 |
 RJ1054| RJ1097 KINROSS LOOKOUT TOWER               APPROX. 6.4 KM 2923301.6 |
 RJ1054| CH1078 DUKE FIELD STONE NW                  62.093 METERS 31243     |
 RJ1054|---------------------------------------------------------------------|
 RJ1054
 RJ1054                          SUPERSEDED SURVEY CONTROL
 RJ1054
 RJ1054  NAD 83(2007)-  46 15 32.55784(N)    084 26 17.23780(W) AD(2002.00) 0
 RJ1054  ELLIP H (02/10/07)  205.180  (m)                       GP(2002.00)    
 RJ1054  ELLIP H (07/12/02)  205.168  (m)                       GP(       ) 4 2
 RJ1054  NAD 83(1994)-  46 15 32.55815(N)    084 26 17.23761(W) AD(       ) 1
 RJ1054  ELLIP H (09/20/95)  205.185  (m)                       GP(       ) 1 2
 RJ1054  NAD 83(1986)-  46 15 32.54928(N)    084 26 17.23316(W) AD(       ) 1
 RJ1054  NAD 27      -  46 15 32.47980(N)    084 26 17.09030(W) AD(       ) 1
 RJ1054  USSD        -  46 15 33.19400(N)    084 26 16.31800(W) AD(       ) 3
 RJ1054  NAVD 88 (09/30/91)  241.1    (m)  UNKNOWN  model used  GPS OBS        
 RJ1054  NGVD 29 (06/18/92)  241.4    (m)  UNKNOWN  model used  GPS OBS        
 RJ1054  NGVD 29 (05/22/90)  241.4    (m)  RAPSU86  model used  GPS OBS        
 RJ1054
 RJ1054.Superseded values are not recommended for survey control.
 RJ1054
 RJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1054.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1054
 RJ1054_MARKER: DD = SURVEY DISK
 RJ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1054_STAMPING: DUKE USLS 1893 SURFACE MK AMS 1950
 RJ1054_MARK LOGO: USACE
 RJ1054_PROJECTION: PROJECTING 3 CENTIMETERS
 RJ1054_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1054+STABILITY: SURFACE MOTION
 RJ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1054+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 RJ1054
 RJ1054  HISTORY     - Date     Condition        Report By
 RJ1054  HISTORY     - 1908     MONUMENTED       USLS
 RJ1054  HISTORY     - 1921     GOOD             CGS
 RJ1054  HISTORY     - 1949     GOOD             USLS
 RJ1054  HISTORY     - 1950     SEE DESCRIPTION  USACE
 RJ1054  HISTORY     - 1961     GOOD             USLS
 RJ1054  HISTORY     - 1962     GOOD             USLS
 RJ1054  HISTORY     - 1978     GOOD             NGS
 RJ1054  HISTORY     - 1988     GOOD             USACE
 RJ1054  HISTORY     - 19890829 GOOD             NGS
 RJ1054  HISTORY     - 19910502 GOOD             NOS
 RJ1054  HISTORY     - 19940616 GOOD             NGS
 RJ1054  HISTORY     - 20170413 GOOD             MIDT
 RJ1054  HISTORY     - 20221102 GOOD             PROFLN
 RJ1054
 RJ1054                          STATION DESCRIPTION
 RJ1054
 RJ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 RJ1054'IN NE 1/4 NW 1/4 SEC. 33 T. 44 N., R. 1 W.  MARKED BY 3/8 INCH HOLE
 RJ1054'BETWEEN LETTERS U.S. IN TOP OF STONE, 6 INCHES SQUARE AND 2 FEET LONG,
 RJ1054'4 FEET BELOW SURFACE OF GROUND.
 RJ1054'
 RJ1054'REFERENCE MARKS ARE CROSSES ON TOPS OF TWO FIELD STONES WITH LETTERS
 RJ1054'U.S. ON SIDES TOWARD STATION, AND ARE 344 FEET APART, AND EACH 33 FEET
 RJ1054'NORTH OF NORTH LINE OF SECTION 33.  ONE IS 203.7 FEET FROM STATION ON
 RJ1054'BEARING N. 46 DEG. 30 MIN. W., OTHER IS 236.75 FEET DISTANT ON BEARING
 RJ1054'N. 55 DEG. E.  WITNESS MARKS ARE AT FOLLOWING DISTANCES AND BEARINGS
 RJ1054'FROM STATION- 36-INCH PINE STUMP 59.5 FEET, S. 48 DEG. W., 15-INCH
 RJ1054'PINE TREE, NEAR ROAD, 173 FEET, N. 21 DEG. E.  AZIMUTH FROM STATION TO
 RJ1054'NORTH QUARTER CORNER, SEC.  33 T. 44 N., R. 1. W, IS 259 DEG. 04 MIN.
 RJ1054'26 SEC., AND AZIMUTH TO NORTH PEAK OF SCHOOL IS 269 DEG. 46 MIN. 06
 RJ1054'SEC.
 RJ1054
 RJ1054                          STATION RECOVERY (1949)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1054'STATION RECOVERED IN GOOD CONDITION.  LOCATED 15 MI. S OF SAULT STE.
 RJ1054'MARIE, IN AN OPEN FIELD, 93 FT. S OF AN E-W ROAD, AND 1.4 MI. E OF THE
 RJ1054'KINROSS AIRPORT ENTRANCE ROAD.  ROAD TO THE STATION IS 8.8 MI. S OF
 RJ1054'THE JUNCTION OF M-28 AND U.S. HIGHWAY 2.  MARKED WITH A 3/8 IN. DRILL
 RJ1054'HOLE BETWEEN THE LETTERS US CUT IN THE 6-IN. SQUARE TOP OF A 2-FT.
 RJ1054'LONG CUT STONE MONUMENT 4 FT. BELOW GROUND.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 1 IS A 12-BY 13- BY 13-IN. TRIANGULAR-SHAPED FIELD
 RJ1054'STONE WITH A 2-IN. CROSS CUT IN BETWEEN THE LETTERS US, 6 IN. ABOVE
 RJ1054'GROUND, 44 FT. N OF THE CENTERLINE OF THE ROAD, BEARS N 55 DEG. 00
 RJ1054'MIN. E, 236.56 FT. FROM THE STATION.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 2 IS A 6-IN. CONCRETE POST 48 IN. LONG WITH A
 RJ1054'BRONZE DISK ON TOP, 6 IN. ABOVE GROUND, 240 FT. FROM THE CENTERLINE OF
 RJ1054'THE ROAD, BEARS S 3 DEG. 32 MIN. E, 147.87 FT. FROM THE STATION.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 3 IS A 10-1/2- BY 14-IN. FIELD STONE WITH A 2-IN.
 RJ1054'CROSS, 6 IN. ABOVE GROUND, 43 FT. N OF THE CENTERLINE OF THE ROAD,
 RJ1054'BEARS N 47 DEG. 30 MIN. W, 203.75 FT. FROM THE STATION.
 RJ1054'
 RJ1054'NE CORNER SECTION 33 BEARS N 88 DEG. 51 MIN. E, 3107.0 FT. FROM THE
 RJ1054'STATION.
 RJ1054'
 RJ1054'4-IN. TRIANGULAR-BLAZED 14-IN. MAPLE TREE 578 FT. FROM THE STATION IN
 RJ1054'AZIMUTH 28 DEG.
 RJ1054'
 RJ1054'5-IN. TRIANGULAR-BLAZED 13-IN. OAK TREE 470.5 FT. FROM THE STATION IN
 RJ1054'AZIMUTH 306 DEG. 30 MIN.
 RJ1054'
 RJ1054'TO REACH THE STATION FROM U.S. HIGHWAY 2 AND M-129 IN SAULT STE.
 RJ1054'MARIE GO S ON M-129 FOR 15 MI. TO THE JUNCTION WITH A ROAD RIGHT, TURN
 RJ1054'RIGHT FOR 3.7 MI. TO THE STATION.
 RJ1054
 RJ1054                          STATION RECOVERY (1950)
 RJ1054
 RJ1054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1950
 RJ1054'STATION MARK IS A STANDARD U.S. ENGINEERS TRIANGULATION DISK, STAMPED
 RJ1054'DUKE USLS 1893 SURFACE MK AMS 1950, AND SET IN THE TOP OF A 6- BY
 RJ1054'6-INCH CONCRETE POST PROJECTING ABOUT 2 INCHES.  THIS MARK WAS SET BY
 RJ1054'A.M.S. IN 1950.
 RJ1054'
 RJ1054'RECOVERED UNDERGROUND MARK IS A 3/8-INCH HOLE BETWEEN LETTERS U.S. IN
 RJ1054'THE TOP OF A 6-BY 6-INCH STONE MONUMENT (4.0 FEET DEEP.) STATION WAS
 RJ1054'RECOVERED AS DESCRIBED EXCEPT WITH THE FOLLOWIING CORRECTIONS-
 RJ1054'
 RJ1054'IN THE TO REACH DESCRIPTION, IT CALLS FOR 3.7 MILES E OF THE JUNCTION
 RJ1054'OF M129 AND A ROAD E.  THIS SHOULD READ 3.7 MILES W FROM THE JUNCTION
 RJ1054'OF M129 AND A ROAD W.  STATION MARK AND AZIMUTH MARK WERE ESTABLISHED.
 RJ1054'
 RJ1054'STATION IS ABOUT 17 MILES (AIRLINE) S OF SAULT STE. MARIE AND 8.5
 RJ1054'MILES (AIRLINE) ENE OF RUDYARD.  THE AZIMUTH MARK IS ABOUT 0.25 MILE E
 RJ1054'OF THE STATION, 54.0 FEET W OF A POWER POLE, AND 24.0 FEET N OF THE
 RJ1054'CENTER LINE OF E-W ROAD.
 RJ1054'
 RJ1054'AZIMUTH MARK IS 3.0 FEET S OF THE FENCE LINE.  IT IS A STANDARD U.S.E.
 RJ1054'REFERENCE MARK DISK, SET IN THE TOP OF A 6- BY 6-INCH CONCRETE POST,
 RJ1054'AND STAMPED DUKE AZIMUTH AMS 1950.
 RJ1054'
 RJ1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N 93 FEET TO E-W ROAD.
 RJ1054'TURN RIGHT AND GO E ABOUT 0.25 MILE TO THE AZIMUTH MARK ON LEFT AS
 RJ1054'DESCRIBED.
 RJ1054'
 RJ1054'GRID GEODETIC AZIMUTH FROM AZIMUTH MARK AMS TO STATION IS 83 DEG. 27
 RJ1054'MIN. 00.3 SEC.
 RJ1054
 RJ1054                          STATION RECOVERY (1961)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1961 (CAA)
 RJ1054'STATION IS LOCATED ABOUT 17 MILES SOUTH OF SAULT STE. MARIE, ABOUT 4.0
 RJ1054'MILES WEST OF STATE ROUTE 129, ABOUT 2.0 MILES EAST-SOUTHEAST OF
 RJ1054'KINROSS AND ABOUT 1-1/2 MILES EAST OF THE ADMINISTRATION BUILDING AT
 RJ1054'KINCHELOE AIR FORCE BASE.
 RJ1054'
 RJ1054'TO REACH FROM THE 4-WAY STOP (TONE ROAD AND WILSON ROAD), AT KINCHELOE
 RJ1054'AIR FORCE BASE, GO EAST ON TONE ROAD FOR 1.4 MILES TO STATION ON SOUTH
 RJ1054'SIDE OF ROAD IN FIELD.
 RJ1054'
 RJ1054'STATION MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE U.S.L.S.
 RJ1054'1893 A.M.S. 1950, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 RJ1054'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 109 FEET SOUTHEAST OF A 15
 RJ1054'INCH TRIANGLE BLAZED TREE, 98 FEET SOUTHEAST OF A TELEPHONE POLE, 94
 RJ1054'FEET SOUTH OF THE CENTER OF ROAD AND 3 FEET NORTH OF THE WITNESS POST.
 RJ1054'
 RJ1054'REFERENCE MARK 1 IS A 12-BY-13-BY-12 INCH TRIANGULAR SHAPED FIELD
 RJ1054'STONE WITH A 2 INCH CROSS CUT BETWEEN THE LETTERS US, PROJECTS ABOUT 6
 RJ1054'INCHES ABOVE THE GROUND.  THE MARK IS 45 FEET NORTH OF THE CENTER OF
 RJ1054'ROAD AND 2.5 FEET SOUTHWEST OF THE WITNESS POST.
 RJ1054'
 RJ1054'REFERENCE MARK 2 IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE NO. 2
 RJ1054'1894, IS SET IN THE TOP OF A 6 INCH, ROUND CONCRETE POST WHICH IS SET
 RJ1054'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 242 FEET SOUTH OF
 RJ1054'THE CENTER OF ROAD AND 1.5 FEET NORTHEAST OF THE WITNESS POST.
 RJ1054'
 RJ1054'REFERENCE MARK 3 IS A 10 1/2-BY-14 INCH FIELD STONE WITH A 2 INCH
 RJ1054'CROSS BETWEEN THE LETTERS US.  THE MARK PROJECTS ABOUT 6 INCHES AND IS
 RJ1054'45 FEET NORTH OF THE CENTER OF ROAD, 23 FEET NORTH-NORTHEAST OF A
 RJ1054'TRIANGULAR BLAZED POWER POLE AND 2 FEET SOUTH OF THE WITNESS POST.
 RJ1054'
 RJ1054'AZIMUTH MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE AZIMUTH
 RJ1054'MARK A.M.S. 1950, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 RJ1054'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 56 FEET WEST OF A POWER
 RJ1054'POLE, 28 FEET NORTH OF THE CENTER OF ROAD AND 2.5 FEET SOUTH OF THE
 RJ1054'FENCE.
 RJ1054'
 RJ1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TONE ROAD FOR
 RJ1054'0.2 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 RJ1054'
 RJ1054'NOTE-FROM THE ARMY MAP SERVICE RECOVERY NOTE OF 1950, THEY RECOVERED A
 RJ1054'UNDERGROUND MARK WHICH IS A 3/8 INCH HOLE BETWEEN LETTERS US IN THE
 RJ1054'TOP OF A 6-BY-6 INCH STONE MONUMENT (4.0 FEET DEEP).
 RJ1054
 RJ1054                          STATION RECOVERY (1962)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1962 (RCY)
 RJ1054'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 RJ1054'IN GOOD CONDITION AS DESCRIBED.
 RJ1054'
 RJ1054'REFERENCE MARKS 1 AND 3 HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 RJ1054'
 RJ1054'THE POLE LINE MENTIONED IN THE 1961 DESCRIPTION HAS BEEN MOVED SOUTH
 RJ1054'OF THE STATION.
 RJ1054'
 RJ1054'THE STATION IS 40 FEET NORTH OF A TELEPHONE POLE.  A NEW ROAD
 RJ1054'INTERSECTION IS BEING CONSTRUCTED ABOUT 300 FEET NORTH OF THE STATION.
 RJ1054
 RJ1054                          STATION RECOVERY (1978)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 RJ1054'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RJ1054'
 RJ1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH OF
 RJ1054'SAULT STE MARIE.
 RJ1054
 RJ1054                          STATION RECOVERY (1988)
 RJ1054
 RJ1054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1054'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 RJ1054
 RJ1054                          STATION RECOVERY (1989)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ1054'THE STATION IS LOCATED ABOUT 24.2 KM (15.05 MI) SOUTH OF SAULT STE
 RJ1054'MARIE, 12.0 KM (7.45 MI) EAST-NORTHEAST OF RUDYARD AND 11.1 KM
 RJ1054'(6.90 MI) NORTH OF THE MACKINAC COUNTY LINE.  OWNERSHIP--DEPARTMENT OF
 RJ1054'TRANSPORTATION.
 RJ1054'
 RJ1054'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 RJ1054'TONE ROAD (EXIT 378), ABOUT 1.6 KM (1.00 MI) EAST OF KINROSS, GO
 RJ1054'EASTERLY FOR 4.2 KM (2.60 MI) ON TONE ROAD TO A FOUR WAY STOP.
 RJ1054'CONTINUE EAST FOR 2.25 KM (1.40 MI) ON TONE ROAD TO THE STATION ON THE
 RJ1054'RIGHT IN THE TOP OF A BERM, ABOUT 2.4 M (7.9 FT) ABOVE THE ROAD.
 RJ1054'
 RJ1054'THE STATION IS A STANDARD USE DISK SET IN THE TOP OF A 16 CM SQUARE
 RJ1054'CONCRETE MONUMENT PROJECTING 4 CM ABOVE GROUND.  LOCATED 24.3 M
 RJ1054'(79.7 FT) SOUTH FROM THE SOUTH EDGE OF TONE ROAD, 12.2 M (40.0 FT)
 RJ1054'NORTH-NORTHEAST FROM A UTILITY POLE NUMBERED E 10, WITH A WITNESS SIGN
 RJ1054'ATTACHED AND 1.6 M (5.2 FT) WEST FROM THE TOP CENTER OF A PILE OF
 RJ1054'ROCKS PROJECTING 0.3 M (1.0 FT) ABOVE GROUND.  DESCRIBED BY K.L.
 RJ1054'FANCHER.
 RJ1054
 RJ1054                          STATION RECOVERY (1991)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 RJ1054'RECOVERED IN GOOD CONDITION.
 RJ1054
 RJ1054                          STATION RECOVERY (1994)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ1054'NOTE-STATION HAS GPS HORIZON BLOCKAGE OF 25 DEGREES TO THE
 RJ1054'SOUTH-SOUTHEAST AND SOUTH.  STATION IS LOCATED ABOUT 23 KM (14.30 MI)
 RJ1054'SOUTH OF SAULT STE MARIE, 12 KM (7.45 MI) EAST-NORTHEAST OF RUDYARD, 2
 RJ1054'KM (1.25 MI) EAST OF THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT, ALONG
 RJ1054'A PAVED ROAD, AT A UTILITY LINE CROSSING, ON THE RIGHT-OF-WAY, IN THE
 RJ1054'NORTHWEST 1/4 OF SECTION 33, T 44 N, R 1 W.  OWNERSHIP--STATE
 RJ1054'DEPARTMENT OF TRANSPORTATION.
 RJ1054'
 RJ1054'TO REACH FROM THE UNDERPASS AT EXIT 378 OF INTERSTATE HIGHWAY 75
 RJ1054'(KINROSS EXIT), ABOUT 10 KM (6.20 MI) NORTHEAST OF RUDYARD, GO EAST ON
 RJ1054'TONE ROAD FOR 4.08 KM (2.55 MI) TO A CROSSROAD AT STOP SIGN (WATER
 RJ1054'TOWER ROAD) AND AIRPORT ENTRANCE ON THE RIGHT.  CONTINUE AHEAD FOR
 RJ1054'2.11 KM (1.30 MI) TO A FORK.  CONTINUE AHEAD, EAST, ON TONE ROAD FOR
 RJ1054'0.19 KM (0.10 MI) TO TOP OF RISE AND THE STATION ON THE RIGHT.
 RJ1054'
 RJ1054'THE STATION PROJECTS 5 CM ABOVE GROUND.  IT IS 27.8 M (91.2 FT) SOUTH
 RJ1054'OF, AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 12.1 M (39.7 FT)
 RJ1054'NORTH-NORTHEAST OF UTILITY POLE E 10, 0.6 M (2.0 FT) NORTH-NORTHEAST
 RJ1054'OF A FIBERGLASS WITNESS POST, AND 5.5 M (18.0 FT) SOUTHEAST OF THE
 RJ1054'CENTER OF A TRACK ROAD IN A CURVE. DESCRIBED BY G.R.  HEID.
 RJ1054
 RJ1054                          STATION RECOVERY (2017)
 RJ1054
 RJ1054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (LEW)
 RJ1054'THE STATION MARK AND REFERENCE MARK NO. 2 WERE BOTH RECOVERED IN GOOD
 RJ1054'CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN POOR CONDITION, THE
 RJ1054'CONCRETE MONUMENT HAS BEEN HIT AND THE TOP LEANS TO THE WEST.
 RJ1054
 RJ1054                          STATION RECOVERY (2022)
 RJ1054
 RJ1054'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (PNL)
 RJ1054'THE MARK IS LOCATED 94 FT (28.7 M) SOUTH OF THE CENTER OF STATE
 RJ1054'HIGHWAY M-80 (FORMER TONE ROAD), 120 FT (36.6 M) WEST OF THE EXTENSION
 RJ1054'OF THE CENTER OF GAINES HIGHWAY TO THE NORTH, 37 FT (11.3 M) NORTH OF
 RJ1054'THE CENTER OF AN EAST-WEST POWER LINE, 45.6 FT (13.9 M) NORTHEAST OF
 RJ1054'POWER POLE KL2/26/43, 39.9 FT (12.2 M) NORTH-NORTHEAST OF A 5.5 FT
 RJ1054'(1.7 M) HIGH CUT-OFF POWER POLE WITH A METAL SURVEY MARKER SIGN
 RJ1054'ATTACHED TO FACE OF POLE AND 2.1 FT (0.6 M) NORTH-NORTHEAST OF A
 RJ1054'CARSONITE WITNESS POST.  THE DISK IS SET IN THE TOP OF A 6 INCH (15
 RJ1054'CM) SQUARE CONCRETE MONUMENT.
 RJ1054'
 RJ1054'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0505 ***********************************************************************
 OL0505  DESIGNATION -  DUNBAR STATE FIRE LOT
 OL0505  PID         -  OL0505
 OL0505  STATE/COUNTY-  MI/MASON
 OL0505  COUNTRY     -  US
 OL0505  USGS QUAD   -  TALLMAN (2017)
 OL0505
 OL0505                         *CURRENT SURVEY CONTROL
 OL0505  ______________________________________________________________________
 OL0505* NAD 83(1994) POSITION- 43 58 20.95101(N) 086 05 25.71448(W)   ADJUSTED
 OL0505  ______________________________________________________________________
 OL0505  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 OL0505  LAPLACE CORR    -          7.89  (seconds)                    DEFLEC18
 OL0505  HORZ ORDER      -  THIRD
 OL0505
 OL0505.The horizontal coordinates were established by classical geodetic methods
 OL0505.and adjusted by the National Geodetic Survey in February 1997.
 OL0505
 OL0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0505.GEOID18 height accuracy estimate available here.
 OL0505
 OL0505.Click photographs - Photos may exist for this station.
 OL0505
 OL0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0505
 OL0505. The following values were computed from the NAD 83(1994) position.
 OL0505
 OL0505;                    North         East     Units Scale Factor Converg.
 OL0505;SPC MI C     -    74,347.529 5,861,678.728   MT  1.00005499   -1 13 03.8
 OL0505;SPC MI C     -   243,922.34 19,231,229.42   iFT  1.00005499   -1 13 03.8
 OL0505;UTM  16      - 4,869,219.027   572,954.063   MT  0.99966546   +0 37 53.5
 OL0505
 OL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7295469219(NAD 83)
 OL0505
 OL0505                          SUPERSEDED SURVEY CONTROL
 OL0505
 OL0505  NAD 83(1986)-  43 58 20.95156(N)    086 05 25.71681(W) AD(       ) 3
 OL0505  NAD 27      -  43 58 20.92255(N)    086 05 25.45624(W) AD(       ) 3
 OL0505
 OL0505.Superseded values are not recommended for survey control.
 OL0505
 OL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0505.See file dsdata.pdf to determine how the superseded data were derived.
 OL0505
 OL0505_MARKER: 57 = LOOKOUT TOWER
 OL0505
 OL0505  HISTORY     - Date     Condition        Report By
 OL0505  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0505
 OL0505                          STATION DESCRIPTION
 OL0505
 OL0505'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ9530 ***********************************************************************
 DJ9530  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ9530  DESIGNATION -  DUNDEE CORS ARP
 DJ9530  CORS_ID     -  MIDD
 DJ9530  PID         -  DJ9530
 DJ9530  STATE/COUNTY-  MI/MONROE
 DJ9530  COUNTRY     -  US
 DJ9530  USGS QUAD   -  DUNDEE (2017)
 DJ9530
 DJ9530                         *CURRENT SURVEY CONTROL
 DJ9530  ______________________________________________________________________
 DJ9530* NAD 83(2011) POSITION- 41 57 20.98731(N) 083 38 55.65165(W)   ADJUSTED
 DJ9530* NAD 83(2011) ELLIP HT-   171.715 (meters)        (04/??/25)   ADJUSTED
 DJ9530* NAD 83(2011) EPOCH   -  2010.00
 DJ9530* NAVD 88 ORTHO HEIGHT -   206.783 (meters)      678.42  (feet) ADJUSTED
 DJ9530  ______________________________________________________________________
 DJ9530  GEOID HEIGHT    -        -35.061 (meters)                     GEOID18
 DJ9530  NAD 83(2011) X  -    525,502.569 (meters)                     COMP
 DJ9530  NAD 83(2011) Y  - -4,721,252.382 (meters)                     COMP
 DJ9530  NAD 83(2011) Z  -  4,242,071.422 (meters)                     COMP
 DJ9530  VERT ORDER      -  FIRST     CLASS II
 DJ9530
 DJ9530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9530  Standards:
 DJ9530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9530  -------------------------------------------------------------------
 DJ9530  NETWORK    0.08   0.12           0.04   0.03   0.06     -0.10508200
 DJ9530  -------------------------------------------------------------------
 DJ9530
 DJ9530.The coordinates were established by GPS observations
 DJ9530.and adjusted by the National Geodetic Survey in April 2025.
 DJ9530
 DJ9530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9530.been affixed to the stable North American Tectonic Plate. 
 DJ9530
 DJ9530.The coordinates are valid at the epoch date displayed above
 DJ9530.which is a decimal equivalence of Year/Month/Day.
 DJ9530
 DJ9530.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ9530.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ9530.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ9530.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ9530.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ9530.published epoch of 2010.00.
 DJ9530
 DJ9530.Additional information on MYCS is available at:
 DJ9530.https://geodesy.noaa.gov/CORS/index.shtml
 DJ9530
 DJ9530.The orthometric height was determined by differential leveling and
 DJ9530.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9530.in September 2009.
 DJ9530
 DJ9530.No vertical observational check was made to the station.
 DJ9530
 DJ9530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9530.GEOID18 height accuracy estimate available here.
 DJ9530
 DJ9530.The PID for the CORS L1 Phase Center is DQ8618.
 DJ9530
 DJ9530.Click photographs - Photos may exist for this station.
 DJ9530
 DJ9530.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ9530
 DJ9530.The ellipsoidal height was determined by GPS observations
 DJ9530.and is referenced to NAD 83.
 DJ9530
 DJ9530. The following values were computed from the NAD 83(2011) position.
 DJ9530
 DJ9530;                    North         East     Units Scale Factor Converg.
 DJ9530;SPC MI S     -    50,887.494 4,059,519.062   MT  1.00003725   +0 29 18.7
 DJ9530;SPC MI S     -   166,953.72 13,318,632.09   iFT  1.00003725   +0 29 18.7
 DJ9530;UTM  17      - 4,648,265.872   280,473.266   MT  1.00019304   -1 46 17.7
 DJ9530
 DJ9530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9530!SPC MI S     -   0.99997307  x   1.00003725  =   1.00001032
 DJ9530!UTM  17      -   0.99997307  x   1.00019304  =   1.00016610
 DJ9530
 DJ9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8047348265(NAD 83)
 DJ9530
 DJ9530                          SUPERSEDED SURVEY CONTROL
 DJ9530
 DJ9530  NAD 83(2011)-  41 57 20.98743(N)    083 38 55.65166(W) AD(2010.00) c
 DJ9530  ELLIP H (06/??/19)  171.716  (m)                       GP(2010.00) c c
 DJ9530  NAD 83(2011)-  41 57 20.98742(N)    083 38 55.65161(W) AD(2010.00) c
 DJ9530  ELLIP H (08/??/11)  171.713  (m)                       GP(2010.00) c c
 DJ9530  NAD 83(CORS)-  41 57 20.98745(N)    083 38 55.65193(W) AD(2002.00) c
 DJ9530  ELLIP H (02/??/08)  171.724  (m)                       GP(2002.00) c c
 DJ9530
 DJ9530.Superseded values are not recommended for survey control.
 DJ9530
 DJ9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9530.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9530
 DJ9530_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ9530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ9530
 DJ9530                          STATION DESCRIPTION
 DJ9530
 DJ9530'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ9530'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ9530'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ9530'AND LOG FILES ACCESSIBLE AT:
 DJ9530'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1500 ***********************************************************************
 MC1500  DESIGNATION -  DUNDEE MUNICIPAL TANK
 MC1500  PID         -  MC1500
 MC1500  STATE/COUNTY-  MI/MONROE
 MC1500  COUNTRY     -  US
 MC1500  USGS QUAD   -  DUNDEE (2017)
 MC1500
 MC1500                         *CURRENT SURVEY CONTROL
 MC1500  ______________________________________________________________________
 MC1500* NAD 83(1994) POSITION- 41 57 30.75576(N) 083 39 31.78464(W)   ADJUSTED
 MC1500  ______________________________________________________________________
 MC1500  GEOID HEIGHT    -        -35.053 (meters)                     GEOID18
 MC1500  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 MC1500  HORZ ORDER      -  THIRD
 MC1500
 MC1500.The horizontal coordinates were established by classical geodetic methods
 MC1500.and adjusted by the National Geodetic Survey in February 1997.
 MC1500
 MC1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1500.GEOID18 height accuracy estimate available here.
 MC1500
 MC1500.Click photographs - Photos may exist for this station.
 MC1500
 MC1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1500
 MC1500. The following values were computed from the NAD 83(1994) position.
 MC1500
 MC1500;                    North         East     Units Scale Factor Converg.
 MC1500;SPC MI S     -    51,181.839 4,058,684.384   MT  1.00003649   +0 28 54.1
 MC1500;SPC MI S     -   167,919.42 13,315,893.65   iFT  1.00003649   +0 28 54.1
 MC1500;UTM  17      - 4,648,592.956   279,650.714   MT  1.00019749   -1 46 42.2
 MC1500
 MC1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7965048592(NAD 83)
 MC1500
 MC1500                          SUPERSEDED SURVEY CONTROL
 MC1500
 MC1500  NAD 83(1986)-  41 57 30.76620(N)    083 39 31.80601(W) AD(       ) 3
 MC1500  NAD 27      -  41 57 30.60200(N)    083 39 32.03100(W) AD(       ) 3
 MC1500
 MC1500.Superseded values are not recommended for survey control.
 MC1500
 MC1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1500.See file dsdata.pdf to determine how the superseded data were derived.
 MC1500
 MC1500_MARKER: 53 = ELEVATED TANK
 MC1500
 MC1500  HISTORY     - Date     Condition        Report By
 MC1500  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1500
 MC1500                          STATION DESCRIPTION
 MC1500
 MC1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1500'STATION IS LOCATED ON THE NE CORNER OF VAN NEST AND YPSILANTI
 MC1500'STREETS IN THE
 MC1500'VILLAGE OF DUNDEE.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 MC1500'PAINTED SILVER AND THE LEGEND
 MC1500'DUNDEE PAINTED IN LARGE BLACK
 MC1500'LETTERS ON THE N AND S SIDES OF THE TANK.  THE
 MC1500'POINT OBSERVED ON WAS
 MC1500'THE ROD ON THE CENTER OF THE ROOF OF THE TANK.
 MC1500'
 MC1500'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1501 ***********************************************************************
 MC1501  DESIGNATION -  DUNDEE RESET
 MC1501  PID         -  MC1501
 MC1501  STATE/COUNTY-  MI/MONROE
 MC1501  COUNTRY     -  US
 MC1501  USGS QUAD   -  DUNDEE (2017)
 MC1501
 MC1501                         *CURRENT SURVEY CONTROL
 MC1501  ______________________________________________________________________
 MC1501* NAD 83(1994) POSITION- 41 55 28.20124(N) 083 40 13.06150(W)   ADJUSTED
 MC1501* NAVD 88 ORTHO HEIGHT -   207.28  (+/-2cm)      680.1   (feet) VERTCON3
 MC1501  ______________________________________________________________________
 MC1501  GEOID HEIGHT    -        -35.119 (meters)                     GEOID18
 MC1501  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 MC1501  HORZ ORDER      -  FIRST
 MC1501  VERT ORDER      -  THIRD ? (See Below)
 MC1501
 MC1501.The horizontal coordinates were established by classical geodetic methods
 MC1501.and adjusted by the National Geodetic Survey in February 1997.
 MC1501
 MC1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1501
 MC1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1501.GEOID18 height accuracy estimate available here.
 MC1501
 MC1501.The vertical order pertains to the NGVD 29 superseded value.
 MC1501
 MC1501.Click photographs - Photos may exist for this station.
 MC1501
 MC1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1501
 MC1501. The following values were computed from the NAD 83(1994) position.
 MC1501
 MC1501;                    North         East     Units Scale Factor Converg.
 MC1501;SPC MI S     -    47,392.664 4,057,765.092   MT  1.00004616   +0 28 26.0
 MC1501;SPC MI S     -   155,487.74 13,312,877.60   iFT  1.00004616   +0 28 26.0
 MC1501;SPC OH N     -   251,387.357   502,923.610   MT  1.00005102   -0 46 07.8
 MC1501;SPC OH N     -   824,760.02  1,650,008.54   sFT  1.00005102   -0 46 07.8
 MC1501;UTM  17      - 4,644,842.374   278,582.581   MT  1.00020331   -1 47 05.6
 MC1501
 MC1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1501!SPC MI S     -   0.99997300  x   1.00004616  =   1.00001916
 MC1501!SPC OH N     -   0.99997300  x   1.00005102  =   1.00002402
 MC1501!UTM  17      -   0.99997300  x   1.00020331  =   1.00017630
 MC1501
 MC1501:                Primary Azimuth Mark                     Grid Az
 MC1501:SPC MI S     -  DUNDEE AZ MK                             039 40 35.1
 MC1501:SPC OH N     -  DUNDEE AZ MK                             040 55 08.9
 MC1501:UTM  17      -  DUNDEE AZ MK                             041 56 06.7
 MC1501
 MC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7858244842(NAD 83)
 MC1501
 MC1501|---------------------------------------------------------------------|
 MC1501| PID    Reference Object                     Distance      Geod. Az  |
 MC1501|                                                           dddmmss.s |
 MC1501| MC1499 DUNDEE ST JOHNS EVAN LUTH CH        APPROX. 3.2 KM 0081435.7 |
 MC1501| MC1500 DUNDEE MUNICIPAL TANK               APPROX. 3.9 KM 0140639.7 |
 MC1501| CE5987 DUNDEE AZ MK                                       0400901.1 |
 MC1501| CE5989 DUNDEE RM 3                          62.542 METERS 07304     |
 MC1501| CE5990 DUNDEE RM 4                          14.760 METERS 09936     |
 MC1501| CE5988 DUNDEE RM                            34.092 METERS 16104     |
 MC1501| CE5991 DUNDEE RM 5                          16.590 METERS 17437     |
 MC1501| MC1502 PETERSBURG MUNICIPAL TANK           APPROX. 4.8 KM 2351818.2 |
 MC1501| MC1527 DEERFIELD MUNICIPAL TANK            APPROX. 9.8 KM 2463245.3 |
 MC1501| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX. 9.8 KM 2474609.9 |
 MC1501|---------------------------------------------------------------------|
 MC1501
 MC1501                          SUPERSEDED SURVEY CONTROL
 MC1501
 MC1501  NAD 83(1986)-  41 55 28.21141(N)    083 40 13.08253(W) AD(       ) 1
 MC1501  NAD 27      -  41 55 28.04500(N)    083 40 13.30700(W) AD(       ) 1
 MC1501  NGVD 29             207.43   (m)          680.5    (f) LEVELING    3  
 MC1501
 MC1501.Superseded values are not recommended for survey control.
 MC1501
 MC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1501.See file dsdata.pdf to determine how the superseded data were derived.
 MC1501
 MC1501_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1501_STAMPING: DUNDEE 1879 1975
 MC1501_MARK LOGO: NGS
 MC1501_PROJECTION: RECESSED 36 CENTIMETERS
 MC1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1501+STABILITY: SURFACE MOTION
 MC1501
 MC1501  HISTORY     - Date     Condition        Report By
 MC1501  HISTORY     - 1975     MONUMENTED       NGS
 MC1501  HISTORY     - 1980     GOOD             MIDH
 MC1501
 MC1501                          STATION DESCRIPTION
 MC1501
 MC1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MC1501'THE STATION MARK, REFERENCE MARK 3, USLS RM AND THE AZIMUTH MARK
 MC1501'WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS LOWERED 14
 MC1501'INCHES BELOW THE GROUND SURFACE HOLDING THE ORIGINAL POSITION AND
 MC1501'THE UNDERGROUND MARK WAS RECOVERED.  REFERENCE MARKS 4 AND 5
 MC1501'WERE SET AND AFTER CHECKING THE ANGLE TO RM 3 AND USLS RM,
 MC1501'REFERENCE MARK 3 WAS REMOVED AT THE PROPERTY OWNERS REQUEST.  DUE
 MC1501'TO THE HEAVY TRAFFIC AND THE DISTANCE REFERENCE MARK 3 AND USLS RM
 MC1501'WERE NOT MEASURED.
 MC1501'
 MC1501'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF PETERSBURG, 72
 MC1501'FEET WEST OF THE CENTERLINE OF DIXON RD., 41.5 FEET NORTH OF A METAL
 MC1501'WITNESS POST, 2.5 FEET WEST OF A METAL GUY WIRE ANCHOR IN A
 MC1501'CULTIVATED FIELD ON PROPERTY OF MR. FELLUS LLOYD.  THE MONUMENT IS
 MC1501'STAMPED DUNDEE 1879 1975.
 MC1501'
 MC1501'TO REACH THE STATION FROM THE OVERPASS OF DIXON RD. AND U.S. HIGHWAY
 MC1501'23 (ABOUT 2 MILES SOUTHWEST OF DUNDEE), GO SOUTHWEST ON DIXON RD.
 MC1501'FOR 0.25 MILE TO THE INTERSECTION OF LLOYD RD. ON THE RIGHT AND THE
 MC1501'AZIMUTH MARK ABOUT 250 FEET NORTH.  CONTINUE SOUTH ON DIXON RD.
 MC1501'FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MC1501'
 MC1501'REFERENCE MARK 4 IS 35 FEET EAST OF A METAL WITNESS POST, 27 FEET
 MC1501'NORTH OF THE CENTERLINE OF DIXON RD. AND 1 FOOT NORTH OF FENCE
 MC1501'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MC1501'DUNDEE NO 4 1879 1979.
 MC1501'
 MC1501'REFERENCE MARK 5 IS 28 FEET NORTH OF THE CENTERLINE OF DIXON RD.,
 MC1501'28 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF FENCELINE.
 MC1501'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DUNDEE NO 5
 MC1501'1879 1975.
 MC1501'
 MC1501'USLS RM IS A SMALL DRILL HOLE IN THE TOP OF A 6X6 INCH GRANITE POST
 MC1501'WITH A US CHISELED ON THE TOP AND IS ABOUT 2 INCHES BELOW THE GROUND
 MC1501'SURFACE.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 30
 MC1501'FEET EAST OF CENTERLINE OF DIXON RD., 22 FEET NORTH OF CENTERLINE
 MC1501'OF A DRIVEWAY AND 11 FEET NORTH OF A 12 INCH TREE.
 MC1501'
 MC1501'AZIMUTH MARK IS 120 FEET SOUTH OF DRIVEWAY TO MR. LLOYDS HOME, 30
 MC1501'FEET SOUTH OF A 30 INCH TREE AND 27 FEET WEST OF CENTERLINE OF LLOYD
 MC1501'RD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MC1501'DUNDEE 1943.
 MC1501'
 MC1501'NOTE--THE DISTANCES SHOWN IN THE BOX SCORE ABOVE TO RM 3 AND USLS
 MC1501'RM ARE THE 1943 DISTANCES.
 MC1501'
 MC1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES OF
 MC1501'DUNDEE.
 MC1501
 MC1501                          STATION RECOVERY (1980)
 MC1501
 MC1501'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LC)
 MC1501'THE STATION SURFACE MARK HAS BEEN DESTROYED. REFERENCE MARK 4
 MC1501'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC1499 ***********************************************************************
 MC1499  DESIGNATION -  DUNDEE ST JOHNS EVAN LUTH CH
 MC1499  PID         -  MC1499
 MC1499  STATE/COUNTY-  MI/MONROE
 MC1499  COUNTRY     -  US
 MC1499  USGS QUAD   -  DUNDEE (2017)
 MC1499
 MC1499                         *CURRENT SURVEY CONTROL
 MC1499  ______________________________________________________________________
 MC1499* NAD 83(1994) POSITION- 41 57 12.38666(N) 083 39 52.84118(W)   ADJUSTED
 MC1499  ______________________________________________________________________
 MC1499  GEOID HEIGHT    -        -35.062 (meters)                     GEOID18
 MC1499  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 MC1499  HORZ ORDER      -  THIRD
 MC1499
 MC1499.The horizontal coordinates were established by classical geodetic methods
 MC1499.and adjusted by the National Geodetic Survey in February 1997.
 MC1499
 MC1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1499.GEOID18 height accuracy estimate available here.
 MC1499
 MC1499.Click photographs - Photos may exist for this station.
 MC1499
 MC1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC1499
 MC1499. The following values were computed from the NAD 83(1994) position.
 MC1499
 MC1499;                    North         East     Units Scale Factor Converg.
 MC1499;SPC MI S     -    50,611.027 4,058,204.197   MT  1.00003792   +0 28 39.8
 MC1499;SPC MI S     -   166,046.68 13,314,318.23   iFT  1.00003792   +0 28 39.8
 MC1499;UTM  17      - 4,648,041.435   279,148.310   MT  1.00020022   -1 46 55.7
 MC1499
 MC1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7914848041(NAD 83)
 MC1499
 MC1499                          SUPERSEDED SURVEY CONTROL
 MC1499
 MC1499  NAD 83(1986)-  41 57 12.39877(N)    083 39 52.86228(W) AD(       ) 3
 MC1499  NAD 27      -  41 57 12.23000(N)    083 39 53.09000(W) AD(       ) 3
 MC1499
 MC1499.Superseded values are not recommended for survey control.
 MC1499
 MC1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1499.See file dsdata.pdf to determine how the superseded data were derived.
 MC1499
 MC1499_MARKER: 91 = CHURCH CROSS
 MC1499
 MC1499  HISTORY     - Date     Condition        Report By
 MC1499  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1499
 MC1499                          STATION DESCRIPTION
 MC1499
 MC1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1499'STATION IS LOCATED ON THE NW CORNER OF RILEY AND
 MC1499'PLANK STREETS IN
 MC1499'THE VILLAGE OF DUNDEE.  THE SPIRE IS OF WOOD CONSTRUCTION,
 MC1499'PAINTED WHITE AT THE BOTTOM.  THE
 MC1499'RED BRICK CHURCH HAS A
 MC1499'WOOD-SHINGLE ROOF WITH A GOLD CROSS ON THE PEAK.
 MC1499'THE POINT OBSERVED
 MC1499'ON WAS THE CROSS ON TOP OF THE SPIRE AND IS ABOUT 150 FEET HIGH.
 MC1499'THE CHURCH WAS
 MC1499'BUILT IN 1890 ON PROPERTY OWNED BY THE DUNDEE EVANG. LUTHERAN
 MC1499'ST. JOHNS CHURCH.
 MC1499'
 MC1499'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1191 ***********************************************************************
 NE1191  DESIGNATION -  DUNN
 NE1191  PID         -  NE1191
 NE1191  STATE/COUNTY-  MI/ST CLAIR
 NE1191  COUNTRY     -  US
 NE1191  USGS QUAD   -  MEMPHIS (2017)
 NE1191
 NE1191                         *CURRENT SURVEY CONTROL
 NE1191  ______________________________________________________________________
 NE1191* NAD 83(1994) POSITION- 42 58 12.52983(N) 082 45 52.81127(W)   ADJUSTED
 NE1191* NAVD 88 ORTHO HEIGHT -   235.540 (meters)      772.77  (feet) ADJUSTED
 NE1191  ______________________________________________________________________
 NE1191  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 NE1191  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 NE1191  DYNAMIC HEIGHT  -        235.479 (meters)      772.57  (feet) COMP
 NE1191  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 NE1191
 NE1191  HORZ ORDER      -  FIRST
 NE1191  VERT ORDER      -  SECOND    CLASS I
 NE1191
 NE1191.The horizontal coordinates were established by classical geodetic methods
 NE1191.and adjusted by the National Geodetic Survey in February 1997.
 NE1191
 NE1191.The orthometric height was determined by differential leveling and
 NE1191.adjusted by the NATIONAL GEODETIC SURVEY
 NE1191.in July 2007.
 NE1191
 NE1191.No vertical observational check was made to the station.
 NE1191
 NE1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1191.GEOID18 height accuracy estimate available here.
 NE1191
 NE1191.Click photographs - Photos may exist for this station.
 NE1191
 NE1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1191
 NE1191.The dynamic height is computed by dividing the NAVD 88
 NE1191.geopotential number by the normal gravity value computed on the
 NE1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1191.degrees latitude (g = 980.6199 gals.).
 NE1191
 NE1191.The modeled gravity was interpolated from observed gravity values.
 NE1191
 NE1191. The following values were computed from the NAD 83(1994) position.
 NE1191
 NE1191;                    North         East     Units Scale Factor Converg.
 NE1191;SPC MI S     -   164,543.666 4,130,671.686   MT  0.99990798   +1 05 24.7
 NE1191;SPC MI S     -   539,841.42 13,552,072.46   iFT  0.99990798   +1 05 24.7
 NE1191;UTM  17      - 4,759,010.488   356,093.408   MT  0.99985477   -1 12 10.9
 NE1191
 NE1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1191!SPC MI S     -   0.99996852  x   0.99990798  =   0.99987651
 NE1191!UTM  17      -   0.99996852  x   0.99985477  =   0.99982330
 NE1191
 NE1191:                Primary Azimuth Mark                     Grid Az
 NE1191:SPC MI S     -  EMMETT CATHOLIC CH SPIRE                 358 40 47.4
 NE1191:UTM  17      -  EMMETT CATHOLIC CH SPIRE                 000 58 23.0
 NE1191
 NE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5609359010(NAD 83)
 NE1191
 NE1191|---------------------------------------------------------------------|
 NE1191| PID    Reference Object                     Distance      Geod. Az  |
 NE1191|                                                           dddmmss.s |
 NE1191| NE1684 DUNN RM 1                            22.726 METERS 04331     |
 NE1191| NE1687 DUNN RM 4                            13.037 METERS 26230     |
 NE1191| NE1201 DUNN AZ MK OFFSET                   357.404 METERS 27032     |
 NE1191| NE1202 DUNN AZ MK                          362.138 METERS 27032     |
 NE1191| NE1681 DUNN AZ MK 2                        358.731 METERS 27327     |
 NE1191| NE1685 DUNN RM 2                            24.479 METERS 31107     |
 NE1191| NE1686 DUNN RM 3                            22.296 METERS 35227     |
 NE1191| NE1192 EMMETT CATHOLIC CH SPIRE            APPROX. 2.6 KM 3594612.1 |
 NE1191|---------------------------------------------------------------------|
 NE1191
 NE1191                          SUPERSEDED SURVEY CONTROL
 NE1191
 NE1191  NAD 83(1986)-  42 58 12.52013(N)    082 45 52.84389(W) AD(       ) 1
 NE1191  NAD 27      -  42 58 12.41933(N)    082 45 53.10839(W) AD(       ) 1
 NE1191  NGVD 29             235.62   (m)          773.0    (f) LEVELING    3  
 NE1191
 NE1191.Superseded values are not recommended for survey control.
 NE1191
 NE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1191.See file dsdata.pdf to determine how the superseded data were derived.
 NE1191
 NE1191_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1191_STAMPING: DUNN 1976
 NE1191_MARK LOGO: NGS
 NE1191_PROJECTION: FLUSH
 NE1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1191+STABILITY: SURFACE MOTION
 NE1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1191+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 NE1191
 NE1191  HISTORY     - Date     Condition        Report By
 NE1191  HISTORY     - 1976     MONUMENTED       NGS
 NE1191  HISTORY     - 19821005 GOOD             NGS
 NE1191  HISTORY     - 19821007 GOOD             NGS
 NE1191  HISTORY     - 20031112 GOOD             ROWEIN
 NE1191  HISTORY     - 20060413 GOOD             MIDT
 NE1191
 NE1191                          STATION DESCRIPTION
 NE1191
 NE1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NE1191'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF EMMETT AND
 NE1191'JUST WEST OF THE JUNCTION OF DUNN ROAD AND STATE HIGHWAY 19.
 NE1191'IT IS ON PROPERTY OF ST CLAIR COUNTY, ON THE ROAD
 NE1191'RIGHT-OF-WAY.  PERMISSION WAS GRANTED BY MR. D.J. LITTLE,
 NE1191'MANAGING DIRECTOR, ST CLAIR COUNTY ROAD COMMISSION, PORT
 NE1191'HURON, MICHIGAN.  PHONE-313-984-4161. IT IS IN THE NE 1/4 OF
 NE1191'SECTION 11, T6N, R14E.
 NE1191'
 NE1191'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 NE1191'OF EMMETT, GO SOUTH ON STATE HIGHWAY 19 FOR 1.3 MILES
 NE1191'TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT, AND GO 46 PACES
 NE1191'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 NE1191'MARK FROM THE STATION GO WEST ON DUNN ROAD FOR 0.2 MILE TO THE
 NE1191'AZIMUTH MARK ON THE LEFT.
 NE1191'
 NE1191'STATION MARKS, STAMPED---DUNN 1976---, ARE STANDARD DISKS.
 NE1191'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1191'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 NE1191'IT IS 5.6 FEET SOUTH OF A METAL WITNESS POST, 30 FEET SOUTH
 NE1191'OF THE APPROXIMATE CENTER OF DUNN ROAD AND 74 FEET EAST OF
 NE1191'A 30-INCH ELM TREE. THE UNDERGROUND DISK IS SET IN AN
 NE1191'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NE1191'
 NE1191'REFERENCE MARK 1, STAMPED---DUNN NO 1 1976---, IS A STANDARD
 NE1191'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1191'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.9 FOOT SOUTH
 NE1191'OF A METAL WITNESS POST, 1.4 FEET SOUTH OF A FENCELINE,
 NE1191'29 FEET NORTH OF THE ROAD CENTER AND 72 FEET WEST OF A
 NE1191'FENCE CORNER POST.
 NE1191'
 NE1191'REFERENCE MARK 2, STAMPED---DUNN NO 2 1976---, IS A STANDARD
 NE1191'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1191'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3 INCHES SOUTH
 NE1191'OF A METAL WITNESS POST, 8 INCHES SOUTH OF THE FENCELINE, 29
 NE1191'FEET NORTH OF THE APPROXIMATE CENTER OF DUNN ROAD, 38 FEET
 NE1191'EAST OF A TRACK ROAD LEADING TO A FIELD AND 48 FEET NORTH-
 NE1191'NORTHEAST OF A 30-INCH ELM TREE.
 NE1191'
 NE1191'AZIMUTH MARK, STAMPED---DUNN 1976---, IS A STANDARD DISK SET
 NE1191'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NE1191'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 0.9 FOOT NORTH
 NE1191'OF A METAL WITNESS POST, 9.7 FEET NORTH OF A FENCELINE, 18.5
 NE1191'FEET SOUTH OF THE APPROXIMATE CENTER OF DUNN ROAD AND 18.8
 NE1191'FEET EAST-NORTHEAST OF A 16-INCH APPLE TREE.
 NE1191'
 NE1191'TT 3 B USGS, STAMPED---1942 771 TT 3 B---, IS A
 NE1191'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK THAT IS SET IN
 NE1191'THE TOP OF A 6-INCH
 NE1191'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 NE1191'GROUND SURFACE.  IT IS 1 FOOT NORTHEAST OF A METAL WITNESS
 NE1191'POST, 7.8 FEET SOUTHWEST OF 4-INCH SQUARE RIGHT-OF-WAY POST,
 NE1191'39 FEET SOUTH OF DUNN ROAD AND 47.5 FEET EAST OF STATE
 NE1191'HIGHWAY 19.
 NE1191'
 NE1191'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1191'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.4 METERS.
 NE1191'DESCRIBED BY G.F.SMITH
 NE1191
 NE1191                          STATION RECOVERY (1982)
 NE1191
 NE1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NE1191'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 NE1191'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION THE AZIMUTH
 NE1191'MARK AND REFERENCE MARKS 1 AND 2 WERE BEING DESTROYED.  A NEW AZIMUTH
 NE1191'MARK AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 NE1191'AND COMPLETE DESCRIPTION FOLLOWS.
 NE1191'
 NE1191'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) SOUTH OF EMMETT JUST
 NE1191'WEST OF THE JUNCTION OF HIGHWAY M-19 AND DUNN ROAD AND ON HIGHWAY
 NE1191'RIGHT-OF-WAY T 6 N R 14 E IN NE 1/4 OF SEC 11.  TO REACH THE STATION
 NE1191'FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY M-19 FOR 1.3
 NE1191'MILES (2.1 KM) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT AND GO WEST
 NE1191'FOR ABOUT 180 FT (54.9 M) TO THE STATION ON LEFT AS DESCRIBED.
 NE1191'
 NE1191'THE STATION IS A STANDARD NGS DISK STAMPED--DUNN 1976--,  SET INTO THE
 NE1191'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (37 CM) IN DIAMETER, FLUSH
 NE1191'WITH GROUND.  THE STATION IS LOCATED 54.56 METERS (179.00 FT) WEST
 NE1191'FROM THE APPROXIMATE CENTER OF HIGHWAY M-19, 9.754 METERS (32.001 FT)
 NE1191'SOUTH FROM THE APPROXIMATE CENTER OF DUNN RD AND 0.305 METERS (1.001
 NE1191'FT) NORTH FROM A METAL WITNESS POST.
 NE1191'
 NE1191'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUNN 1976 NO 3
 NE1191'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 NE1191'(37 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 56.388
 NE1191'METERS (185.000 FT) WEST FROM THE APPROXIMATE CENTER OF HIGHWAY M-19,
 NE1191'12.497 METERS (41.001 FT) NORTH FROM THE APPROXIMATE CENTER OF DUNN
 NE1191'RD, 11.278 METERS (37.001 FT) SOUTHEAST FROM A FENCE CORNER AND 0.305
 NE1191'METERS (1.001 FT) SOUTH FROM A METAL WITNESS POST AND 0.3 METERS
 NE1191'(1.0 FT) LOWER THAN THE STATION.
 NE1191'
 NE1191'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DUNN 1976 NO 4
 NE1191'1982--, SET INTO THE TOP OF A ROUND CONRETE MONUMENT, 12 INCHES (37
 NE1191'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 67.97
 NE1191'METERS (223.00 FT) WEST FROM THE APPROXIMATE CENTER OF HIGHWAY M 19,
 NE1191'10.973 METERS (36.001 FT) SOUTH FROM THE APPROXIMATE CENTER OF DUNN
 NE1191'ROAD AND 0.305 METERS (1.001 FT) NORTH FROM A METAL WITNESS POST AND
 NE1191'0.3 METERS (1.0 FT) HIGHER THAN THE STATION.
 NE1191'
 NE1191'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--DUNN
 NE1191'1976 NO 2 1982--,  SET INTO THE TOP OF A 12 INCH ROUND CONCRETE
 NE1191'MONUMENT, FLUSH WITH GROUND.  LOCATED 12.49 METERS (41.001 FT) NORTH
 NE1191'FROM THE APPROXIMATE CENTER OF DUNN ROAD 13.2 FT (4.0 M) SOUTHEAST
 NE1191'FROM AN APPLE TREE 10.0 FT (3.0 M) NORTH FROM A UTILITY POLE WITH
 NE1191'TRANSFORMER AND 1.8 FT (0.5 M) WEST FROM A WITNESS POST.  A TRAVERSE
 NE1191'CONNECTION WAS MADE TO TRIANGULATION STATION DUNN 1976 USING
 NE1191'ELECTRONIC DISTANCE MEASURING EQUIPMENT. HEIGHT OF LIGHT ABOVE STATION
 NE1191'WAS 1.6 METERS. THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF
 NE1191'EMMET AND 0.3 WEST OF THE JUNCTION OF DUNN ROAD AND STATE HIGHWAY M-19
 NE1191'ON PROPERTY OF ST CLAIR COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE
 NE1191'STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON STATE HIGHWAY M-19
 NE1191'FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF DUNN ROAD. TURN RIGHT AND GO
 NE1191'WEST ON DUNN ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON RIGHT AS
 NE1191'DESCRIBED.
 NE1191
 NE1191                          STATION RECOVERY (1982)
 NE1191
 NE1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NE1191'STATION IS LOCATED IN QUAD. 420824, ABOUT 2.1 KM (1.3 MI) SOUTH OF
 NE1191'EMMETT, JUST WEST OF THE JUNCTION OF STATE HIGHWAY M-19 AND DUNN ROAD
 NE1191'AND HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 OF SEC. 11, T 6 N, R 14 E.
 NE1191'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY
 NE1191'M-19 FOR 2.08 KM (1.29 MI) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT
 NE1191'AND GO WEST FOR ABOUT 180 FEET TO THE STATION ON LEFT AS DESCRIBED.
 NE1191'STATION MONUMENT IS SET FLUSH WITH THE GROUND, 54.56 M (179.00 FT)
 NE1191'WEST FROM THE CENTER OF HIGHWAY M-19, 22.296 M (73.149 FT)
 NE1191'SOUTH-SOUTHEAST FROM DUNN 1976 NO 3 1982, 13.037 M (42.772 FT)
 NE1191'EAST-NORTHEAST FROM DUNN 1976 NO 4 1982, 9.754 M (32.001 FT) SOUTH
 NE1191'FROM THE CENTER OF DUNN ROAD AND 0.305 M (1.001 FT) NORTH FROM A
 NE1191'METAL WITNESS POST.
 NE1191'A TRAVERSE CONNECTION WAS MADE TO STATION DUNN 1976 AZ MK 2 1982 USING
 NE1191'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1191'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1191'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR, MICHIGAN.
 NE1191
 NE1191                          STATION RECOVERY (2003)
 NE1191
 NE1191'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE1191'RECOVERED IN GOOD CONDITION.
 NE1191
 NE1191                          STATION RECOVERY (2006)
 NE1191
 NE1191'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1191'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1681 ***********************************************************************
 NE1681  DESIGNATION -  DUNN AZ MK 2
 NE1681  PID         -  NE1681
 NE1681  STATE/COUNTY-  MI/ST CLAIR
 NE1681  COUNTRY     -  US
 NE1681  USGS QUAD   -  MEMPHIS (2017)
 NE1681
 NE1681                         *CURRENT SURVEY CONTROL
 NE1681  ______________________________________________________________________
 NE1681* NAD 83(1994) POSITION- 42 58 13.22889(N) 082 46 08.61279(W)   ADJUSTED
 NE1681* NAVD 88 ORTHO HEIGHT -   236.428 (meters)      775.68  (feet) ADJUSTED
 NE1681  ______________________________________________________________________
 NE1681  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 NE1681  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 NE1681  DYNAMIC HEIGHT  -        236.367 (meters)      775.48  (feet) COMP
 NE1681  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 NE1681
 NE1681  HORZ ORDER      -  THIRD
 NE1681  VERT ORDER      -  SECOND    CLASS I
 NE1681
 NE1681.The horizontal coordinates were established by classical geodetic methods
 NE1681.and adjusted by the National Geodetic Survey in February 1997.
 NE1681
 NE1681.The orthometric height was determined by differential leveling and
 NE1681.adjusted by the NATIONAL GEODETIC SURVEY
 NE1681.in July 2007.
 NE1681
 NE1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1681.GEOID18 height accuracy estimate available here.
 NE1681
 NE1681.Click photographs - Photos may exist for this station.
 NE1681
 NE1681.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1681
 NE1681.The dynamic height is computed by dividing the NAVD 88
 NE1681.geopotential number by the normal gravity value computed on the
 NE1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1681.degrees latitude (g = 980.6199 gals.).
 NE1681
 NE1681.The modeled gravity was interpolated from observed gravity values.
 NE1681
 NE1681. The following values were computed from the NAD 83(1994) position.
 NE1681
 NE1681;                    North         East     Units Scale Factor Converg.
 NE1681;SPC MI S     -   164,558.429 4,130,313.292   MT  0.99990798   +1 05 14.0
 NE1681;SPC MI S     -   539,889.86 13,550,896.63   iFT  0.99990798   +1 05 14.0
 NE1681;UTM  17      - 4,759,039.578   355,735.911   MT  0.99985604   -1 12 21.7
 NE1681
 NE1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1681!SPC MI S     -   0.99996838  x   0.99990798  =   0.99987637
 NE1681!UTM  17      -   0.99996838  x   0.99985604  =   0.99982443
 NE1681
 NE1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5573559039(NAD 83)
 NE1681
 NE1681                          SUPERSEDED SURVEY CONTROL
 NE1681
 NE1681  NAD 83(1986)-  42 58 13.21926(N)    082 46 08.64541(W) AD(       ) 3
 NE1681  NGVD 29 (08/24/92)  236.5    (m)          776.     (f) VERT ANG       
 NE1681
 NE1681.Superseded values are not recommended for survey control.
 NE1681
 NE1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1681.See file dsdata.pdf to determine how the superseded data were derived.
 NE1681
 NE1681_MARKER: DZ = AZIMUTH MARK DISK
 NE1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1681_STAMPING: DUNN 1976 NO 2 1982
 NE1681_MARK LOGO: NGS
 NE1681_PROJECTION: FLUSH
 NE1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1681+STABILITY: SURFACE MOTION
 NE1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1681+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 NE1681
 NE1681  HISTORY     - Date     Condition        Report By
 NE1681  HISTORY     - 1982     MONUMENTED       NGS
 NE1681  HISTORY     - 20060412 GOOD             MIDT
 NE1681
 NE1681                          STATION DESCRIPTION
 NE1681
 NE1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NE1681'STATION IS LOCATED IN QUAD. 420824, ABOUT 2.1 KM (1.3 MI) SOUTH OF
 NE1681'EMMETT, JUST WEST OF THE JUNCTION OF STATE HIGHWAY M-19 AND DUNN ROAD
 NE1681'AND HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 OF SEC. 11, T 6 N, R 14 E.
 NE1681'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY
 NE1681'M-19 FOR 2.08 KM (1.29 MI) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT
 NE1681'AND GO WEST FOR 0.45 KM (0.28 MI) TO MARK ON RIGHT AS DESCRIBED.
 NE1681'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND, 12.497 M (41.001 FT)
 NE1681'NORTH FROM THE CENTER OF DUNN ROAD, 4.023 M (13.199 FT) SOUTHEAST FROM
 NE1681'AN APPLE TREE, 3.048 M (10.000 FT) NORTH FROM A UTILITY POLE WITH
 NE1681'TRANSFORMER AND 0.547 M (1.795 FT) WEST FROM A WITNESS POST.
 NE1681'A TRAVERSE CONNECTION WAS MADE TO STATION DUNN 1976 USING ELECTRONIC
 NE1681'DISTANCE MEASURING EQUIPMENT.
 NE1681'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1681'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR, MICHIGAN.
 NE1681
 NE1681                          STATION RECOVERY (2006)
 NE1681
 NE1681'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1681'MONUMENT RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. 10.39
 NE1681'METERS (34.1 FEET) NORTH OF THE CENTERLINE OF DUNN ROAD, 4.02 METERS
 NE1681'(13.2 FEET) SOUTH-SOUTHEAST OF AN APPLE TREE, 1.07 METERS (3.5 FEET)
 NE1681'NORTHWEST OF A UTILITY POLE, AND 0.46 METERS (1.5 FEET) WEST OF A
 NE1681'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1686 ***********************************************************************
 NE1686  DESIGNATION -  DUNN RM 3
 NE1686  PID         -  NE1686
 NE1686  STATE/COUNTY-  MI/ST CLAIR
 NE1686  COUNTRY     -  US
 NE1686  USGS QUAD   -  MEMPHIS (2017)
 NE1686
 NE1686                         *CURRENT SURVEY CONTROL
 NE1686  ______________________________________________________________________
 NE1686* NAD 83(1986) POSITION- 42 58 13.25   (N) 082 45 52.94   (W)   HD_HELD1
 NE1686* NAVD 88 ORTHO HEIGHT -   235.843 (meters)      773.76  (feet) ADJUSTED
 NE1686  ______________________________________________________________________
 NE1686  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 NE1686  DYNAMIC HEIGHT  -        235.781 (meters)      773.56  (feet) COMP
 NE1686  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 NE1686
 NE1686  VERT ORDER      -  SECOND    CLASS I
 NE1686
 NE1686.The horizontal coordinates were determined by differentially corrected
 NE1686.hand held GPS observations or other comparable positioning techniques
 NE1686.and have an estimated accuracy of +/- 3 meters.
 NE1686
 NE1686.The orthometric height was determined by differential leveling and
 NE1686.adjusted by the NATIONAL GEODETIC SURVEY
 NE1686.in July 2007.
 NE1686
 NE1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1686.GEOID18 height accuracy estimate available here.
 NE1686
 NE1686.Click photographs - Photos may exist for this station.
 NE1686
 NE1686.The dynamic height is computed by dividing the NAVD 88
 NE1686.geopotential number by the normal gravity value computed on the
 NE1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1686.degrees latitude (g = 980.6199 gals.).
 NE1686
 NE1686.The modeled gravity was interpolated from observed gravity values.
 NE1686
 NE1686;                    North         East    Units  Estimated Accuracy
 NE1686;SPC MI S     -   164,565.8   4,130,668.3     MT  (+/- 3 meters HH1 GPS) 
 NE1686
 NE1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5609059032(NAD 83)
 NE1686
 NE1686                          SUPERSEDED SURVEY CONTROL
 NE1686
 NE1686.No superseded survey control is available for this station.
 NE1686
 NE1686_MARKER: DR = REFERENCE MARK DISK
 NE1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1686_STAMPING: DUNN 1976 NO 3 1982
 NE1686_MARK LOGO: NGS
 NE1686_PROJECTION: FLUSH
 NE1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1686+STABILITY: SURFACE MOTION
 NE1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1686+SATELLITE: SATELLITE OBSERVATIONS - 2006
 NE1686
 NE1686  HISTORY     - Date     Condition        Report By
 NE1686  HISTORY     - 1982     MONUMENTED       NGS
 NE1686  HISTORY     - 2006     GOOD             MIDT
 NE1686  HISTORY     - 20090406 GOOD             MIDT
 NE1686
 NE1686                          STATION DESCRIPTION
 NE1686
 NE1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NE1686'STATION IS LOCATED IN QUAD. 420824, ABOUT 2.1 KM (1.3 MI) SOUTH OF
 NE1686'EMMETT, JUST WEST OF THE JUNCTION OF STATE HIGHWAY M-19 AND DUNN ROAD
 NE1686'AND HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 OF SEC. 11, T 6 N, R 14 E.
 NE1686'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY
 NE1686'M-19 FOR 2.08 KM (1.29 MI) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT
 NE1686'AND GO WEST FOR ABOUT 180 FEET TO THE STATION ON RIGHT AS DESCRIBED.
 NE1686'REFERENCE MARK 3 IS SET FLUSH WITH THE GROUND, 56.388 M (185.000 FT)
 NE1686'WEST FROM THE CENTER OF STATE HIGHWAY M-19, 22.296 M (73.149 FT)
 NE1686'NORTH-NORTHWEST FROM STATION DUNN 1976, 12.497 M (41.001 FT) NORTH
 NE1686'FROM THE CENTER OF DUNN ROAD, 11.278 M (37.001 FT) SOUTHEAST FROM A
 NE1686'FENCE CORNER, 0.305 M (1.001 FT) SOUTH FROM A METAL WITNESS POST AND
 NE1686'0.3 M (1.0 FT) LOWER THAN STATION DUNN 1976.
 NE1686'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR, MICHIGAN.
 NE1686
 NE1686                          STATION RECOVERY (2006)
 NE1686
 NE1686'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AS)
 NE1686'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) SOUTH OF EMMETT JUST
 NE1686'WEST OF THE JUNCTION OF HIGHWAY M-19 AND DUNN ROAD AND ON HIGHWAY
 NE1686'RIGHT-OF-WAY T 6 N R 14 E IN NE 1/4 OF SEC 11.
 NE1686'
 NE1686'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE
 NE1686'HIGHWAY M-19 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF DUNN ROAD.
 NE1686'TURN RIGHT AND GO WEST FOR ABOUT 180 FT (54.9 M) TO THE STATION ON
 NE1686'LEFT AS DESCRIBED.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 NE1686'STAMPED--DUNN 1976 NO 3 1982--, SET INTO THE TOP OF A ROUND CONCRETE
 NE1686'MONUMENT, 12 INCHES (8 CM) (37 CM) IN DIAMETER, FLUSH WITH GROUND.
 NE1686'
 NE1686'THE STATION IS LOCATED 56.388 METERS (185.000 FT) WEST FROM THE
 NE1686'APPROXIMATE CENTER OF HIGHWAY M-19, 12.497 METERS (41.001 FT) NORTH
 NE1686'FROM THE APPROXIMATE CENTER OF DUNN RD, 11.278 METERS (37.001 FT)
 NE1686'SOUTHEAST FROM A FENCE CORNER AND 0.305 METERS (1.001 FT) SOUTH FROM A
 NE1686'METAL WITNESS POST AND 0.3 M (1.0 FT) 1.0 FT) LOWER THAN THE STATION,
 NE1686'11.58 METERS (38.0 FEET) SOUTH OF THE CENTERLINE OF DUNN ROAD.
 NE1686
 NE1686                          STATION RECOVERY (2009)
 NE1686
 NE1686'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 NE1686'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0979 ***********************************************************************
 OJ0979  DESIGNATION -  DUPONT
 OJ0979  PID         -  OJ0979
 OJ0979  STATE/COUNTY-  MI/LAPEER
 OJ0979  COUNTRY     -  US
 OJ0979  USGS QUAD   -  LAPEER (2017)
 OJ0979
 OJ0979                         *CURRENT SURVEY CONTROL
 OJ0979  ______________________________________________________________________
 OJ0979* NAD 83(1994) POSITION- 43 03 53.23248(N) 083 16 25.39971(W)   ADJUSTED
 OJ0979* NAVD 88 ORTHO HEIGHT -   253.1   (meters)      830.    (feet) VERTCON3
 OJ0979  ______________________________________________________________________
 OJ0979  GEOID HEIGHT    -        -34.482 (meters)                     GEOID18
 OJ0979  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 OJ0979  HORZ ORDER      -  SECOND
 OJ0979
 OJ0979.This mark is at Dupont-Lapeer Airport (D95)
 OJ0979
 OJ0979.The horizontal coordinates were established by classical geodetic methods
 OJ0979.and adjusted by the National Geodetic Survey in February 1997.
 OJ0979
 OJ0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0979
 OJ0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0979.GEOID18 height accuracy estimate available here.
 OJ0979
 OJ0979.Click photographs - Photos may exist for this station.
 OJ0979
 OJ0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0979
 OJ0979. The following values were computed from the NAD 83(1994) position.
 OJ0979
 OJ0979;                    North         East     Units Scale Factor Converg.
 OJ0979;SPC MI S     -   174,391.079 4,089,015.710   MT  0.99991179   +0 44 37.6
 OJ0979;SPC MI S     -   572,149.21 13,415,405.87   iFT  0.99991179   +0 44 37.6
 OJ0979;UTM  17      - 4,770,518.316   314,864.127   MT  1.00002167   -1 33 10.8
 OJ0979
 OJ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0979!SPC MI S     -   0.99996572  x   0.99991179  =   0.99987751
 OJ0979!UTM  17      -   0.99996572  x   1.00002167  =   0.99998739
 OJ0979
 OJ0979:                Primary Azimuth Mark                     Grid Az
 OJ0979:SPC MI S     -  DUPONT AZ MK                             167 08 40.6
 OJ0979:UTM  17      -  DUPONT AZ MK                             169 26 29.0
 OJ0979
 OJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1486470518(NAD 83)
 OJ0979
 OJ0979|---------------------------------------------------------------------|
 OJ0979| PID    Reference Object                     Distance      Geod. Az  |
 OJ0979|                                                           dddmmss.s |
 OJ0979| OJ0978 DUPONT RM 1                          13.617 METERS 02609     |
 OJ0979| CG9994 DUPONT RM 2                          14.297 METERS 11652     |
 OJ0979| OJ0977 DUPONT AZ MK                        APPROX. 0.6 KM 1675318.2 |
 OJ0979|---------------------------------------------------------------------|
 OJ0979
 OJ0979                          SUPERSEDED SURVEY CONTROL
 OJ0979
 OJ0979  NAD 83(1986)-  43 03 53.22861(N)    083 16 25.42994(W) AD(       ) 2
 OJ0979  NAD 27      -  43 03 53.13114(N)    083 16 25.63308(W) AD(       ) 2
 OJ0979  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0979
 OJ0979.Superseded values are not recommended for survey control.
 OJ0979
 OJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0979.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0979
 OJ0979_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0979_STAMPING: DUPONT 1977
 OJ0979_MARK LOGO: NGS
 OJ0979_PROJECTION: FLUSH
 OJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0979+STABILITY: SURFACE MOTION
 OJ0979
 OJ0979  HISTORY     - Date     Condition        Report By
 OJ0979  HISTORY     - 1977     MONUMENTED       NGS
 OJ0979
 OJ0979                          STATION DESCRIPTION
 OJ0979
 OJ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0979'THE STATION IS LOCATED 3 MILES EAST-NORTHEAST OF LAPEER, 1-1/2
 OJ0979'MILES NORTH OF STATE HIGHWAY 21, AT THE LAPEER-DUPONT AIRPORT,
 OJ0979'ALONG SIDE OF THE NORTH-SOUTH RUNWAY, IN THE EAST CENTRAL PART
 OJ0979'OF SECTION 34, T 8 N, R 10 E.  PERMISSION GRANTED BY THE
 OJ0979'AIRPORT MANAGER.
 OJ0979'
 OJ0979'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO NORTHEAST
 OJ0979'ON FRANKLIN, THEN NEPESSING STREETS FOR 0.8 MILE TO A REVERSE
 OJ0979'FORK.  BEAR RIGHT, EAST, ON BOWERS ROAD FOR 1.2 MILES TO A
 OJ0979'ROAD LEFT.  (TO REACH THE AZIMUTH MARK, CONTINUE EAST FOR 0.25
 OJ0979'MILE TO THE MARK ON THE LEFT.) TURN LEFT, NORTH, ON ROODS
 OJ0979'LAKE ROAD FOR 0.4 MILE TO A PAVED DRIVEWAY ON THE RIGHT AT THE
 OJ0979'G. B. DUPONT COMPANY BUILDING.  TURN RIGHT, EAST, ON DRIVEWAY
 OJ0979'FOR 200 FEET TO THE BUILDING AND A GATE TO THE AIRPORT.
 OJ0979'CONTINUE EAST ON THE TARMAC FOR 0.05 MILE TO THE GRASS AREA.
 OJ0979'CONTINUE EAST ACROSS THE GRASS, KEEPING SOUTH OF THE TAXI
 OJ0979'STRIP FOR 0.05 MILE TO THE STATION.
 OJ0979'
 OJ0979'STATION MARKS, STAMPED---DUPONT 1977---, ARE STANDARD DISKS.
 OJ0979'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0979'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 329 FEET
 OJ0979'SOUTHEAST OF THE SOUTHEAST CORNER OF A CINDERBLOCK HANGAR, 286
 OJ0979'FEET EAST OF THE EAST EDGE OF THE TARMAC, 175 FEET WEST OF THE
 OJ0979'WEST EDGE OF THE RUNWAY, 148 FEET SOUTH OF THE SOUTH EDGE OF
 OJ0979'THE TAXI STRIP, 138.5 FEET WEST-SOUTHWEST OF A RUNWAY LIGHT.
 OJ0979'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 OJ0979'MASS ABOUT 42 INCHES BELOW GROUND.
 OJ0979'
 OJ0979'REFERENCE MARK 1, STAMPED---DUPONT NO 1 1977---, IS A
 OJ0979'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0979'MONUMENT FLUSH WITH THE GROUND.  IT IS 154 FEET WEST OF THE
 OJ0979'WEST EDGE OF THE RUNWAY, 108.5 FEET SOUTH OF THE SOUTH EDGE OF
 OJ0979'THE TAXI STRIP, 102.5 FEET WEST-SOUTHWEST OF THE RUNWAY LIGHT.
 OJ0979'
 OJ0979'REFERENCE MARK 2, STAMPED---DUPONT NO 2 1977---, IS A
 OJ0979'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0979'MONUMENT FLUSH WITH THE GROUND.  IT IS 170.5 FEET SOUTH OF THE
 OJ0979'SOUTH EDGE OF THE TAXI STRIP, 134 FEET WEST OF THE WEST EDGE
 OJ0979'OF THE RUNWAY, 128 FEET NORTHWEST OF A RUNWAY LIGHT, AND 121
 OJ0979'FEET SOUTHWEST OF A RUNWAY LIGHT.
 OJ0979'
 OJ0979'AZIMUTH MARK, STAMPED---DUPONT 1977---, IS A STANDARD DISK
 OJ0979'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 OJ0979'2 INCHES ABOVE GROUND.  IT IS 132 FEET SOUTH-SOUTHEAST OF A
 OJ0979'UTILITY POLE IN A PASTURE, 32 FEET NORTH OF THE ROAD CENTER,
 OJ0979'2 FEET LOWER THAN THE ROAD, 1.7 FEET SOUTHEAST OF A METAL
 OJ0979'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 OJ0979'
 OJ0979'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0979'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER
 OJ0979'DESCRIBED BY G.R. HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0977 ***********************************************************************
 OJ0977  DESIGNATION -  DUPONT AZ MK
 OJ0977  PID         -  OJ0977
 OJ0977  STATE/COUNTY-  MI/LAPEER
 OJ0977  COUNTRY     -  US
 OJ0977  USGS QUAD   -  LAPEER (2017)
 OJ0977
 OJ0977                         *CURRENT SURVEY CONTROL
 OJ0977  ______________________________________________________________________
 OJ0977* NAD 83(1994) POSITION- 43 03 34.07949(N) 083 16 19.79458(W)   ADJUSTED
 OJ0977* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) VERTCON3
 OJ0977  ______________________________________________________________________
 OJ0977  GEOID HEIGHT    -        -34.492 (meters)                     GEOID18
 OJ0977  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 OJ0977  HORZ ORDER      -  SECOND
 OJ0977
 OJ0977.The horizontal coordinates were established by classical geodetic methods
 OJ0977.and adjusted by the National Geodetic Survey in February 1997.
 OJ0977
 OJ0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0977
 OJ0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0977.GEOID18 height accuracy estimate available here.
 OJ0977
 OJ0977.Click photographs - Photos may exist for this station.
 OJ0977
 OJ0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0977
 OJ0977. The following values were computed from the NAD 83(1994) position.
 OJ0977
 OJ0977;                    North         East     Units Scale Factor Converg.
 OJ0977;SPC MI S     -   173,801.778 4,089,150.195   MT  0.99991150   +0 44 41.4
 OJ0977;SPC MI S     -   570,215.81 13,415,847.10   iFT  0.99991150   +0 44 41.4
 OJ0977;UTM  17      - 4,769,924.034   314,974.901   MT  1.00002116   -1 33 06.4
 OJ0977
 OJ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0977!SPC MI S     -   0.99996575  x   0.99991150  =   0.99987726
 OJ0977!UTM  17      -   0.99996575  x   1.00002116  =   0.99998691
 OJ0977
 OJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1497469924(NAD 83)
 OJ0977
 OJ0977                          SUPERSEDED SURVEY CONTROL
 OJ0977
 OJ0977  NAD 83(1986)-  43 03 34.07561(N)    083 16 19.82487(W) AD(       ) 2
 OJ0977  NAD 27      -  43 03 33.97797(N)    083 16 20.02826(W) AD(       ) 2
 OJ0977  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 OJ0977
 OJ0977.Superseded values are not recommended for survey control.
 OJ0977
 OJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0977.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0977
 OJ0977_MARKER: DZ = AZIMUTH MARK DISK
 OJ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0977_STAMPING: DUPONT 1977
 OJ0977_MARK LOGO: NGS
 OJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0977+STABILITY: SURFACE MOTION
 OJ0977
 OJ0977  HISTORY     - Date     Condition        Report By
 OJ0977  HISTORY     - 1977     MONUMENTED       NGS
 OJ0977
 OJ0977                          STATION DESCRIPTION
 OJ0977
 OJ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0977'THE STATION IS LOCATED 3 MILES EAST-NORTHEAST OF LAPEER, 1
 OJ0977'MILE NORTH OF STATE HIGHWAY 21, AND SOUTH OF THE LAPEER
 OJ0977'DUPONT AIRPORT.
 OJ0977'
 OJ0977'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO NORTHEAST
 OJ0977'ON FRANKLIN, THEN NEPESSING STREETS FOR 0.8 MILE TO A REVERSE
 OJ0977'FORK.  BEAR RIGHT, EAST, ON BOWERS ROAD FOR 1.2 MILES TO A
 OJ0977'ROAD LEFT, CONTINUE EAST FOR 0.25 MILE TO THE MARK ON
 OJ0977'THE LEFT.
 OJ0977'
 OJ0977'AZIMUTH MARK, STAMPED---DUPONT 1977---, IS A STANDARD DISK
 OJ0977'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 OJ0977'2 INCHES ABOVE GROUND.  IT IS 132 FEET SOUTH-SOUTHEAST OF A
 OJ0977'UTILITY POLE IN A PASTURE, 32 FEET NORTH OF THE ROAD CENTER,
 OJ0977'2 FEET LOWER THAN THE ROAD, 1.7 FEET SOUTHEAST OF A METAL
 OJ0977'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 OJ0977'
 OJ0977'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION DUPONT.
 OJ0977'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0977'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0977'DESCRIBED BY G.R.HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0978 ***********************************************************************
 OJ0978  DESIGNATION -  DUPONT RM 1
 OJ0978  PID         -  OJ0978
 OJ0978  STATE/COUNTY-  MI/LAPEER
 OJ0978  COUNTRY     -  US
 OJ0978  USGS QUAD   -  LAPEER (2017)
 OJ0978
 OJ0978                         *CURRENT SURVEY CONTROL
 OJ0978  ______________________________________________________________________
 OJ0978* NAD 83(1994) POSITION- 43 03 53.62859(N) 083 16 25.13448(W)   ADJUSTED
 OJ0978* NAVD 88 ORTHO HEIGHT -   253.1   (meters)      830.    (feet) VERTCON3
 OJ0978  ______________________________________________________________________
 OJ0978  GEOID HEIGHT    -        -34.482 (meters)                     GEOID18
 OJ0978  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 OJ0978  HORZ ORDER      -  SECOND
 OJ0978
 OJ0978.The horizontal coordinates were established by classical geodetic methods
 OJ0978.and adjusted by the National Geodetic Survey in February 1997.
 OJ0978
 OJ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0978
 OJ0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0978.GEOID18 height accuracy estimate available here.
 OJ0978
 OJ0978.Click photographs - Photos may exist for this station.
 OJ0978
 OJ0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0978
 OJ0978. The following values were computed from the NAD 83(1994) position.
 OJ0978
 OJ0978;                    North         East     Units Scale Factor Converg.
 OJ0978;SPC MI S     -   174,403.379 4,089,021.552   MT  0.99991179   +0 44 37.8
 OJ0978;SPC MI S     -   572,189.56 13,415,425.04   iFT  0.99991179   +0 44 37.8
 OJ0978;UTM  17      - 4,770,530.373   314,870.458   MT  1.00002164   -1 33 10.6
 OJ0978
 OJ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0978!SPC MI S     -   0.99996572  x   0.99991179  =   0.99987751
 OJ0978!UTM  17      -   0.99996572  x   1.00002164  =   0.99998736
 OJ0978
 OJ0978:                Primary Azimuth Mark                     Grid Az
 OJ0978:SPC MI S     -  MAPLE                                    158 18 11.5
 OJ0978:UTM  17      -  MAPLE                                    160 35 59.9
 OJ0978
 OJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1487070530(NAD 83)
 OJ0978
 OJ0978|---------------------------------------------------------------------|
 OJ0978| PID    Reference Object                     Distance      Geod. Az  |
 OJ0978|                                                           dddmmss.s |
 OJ0978| OJ0976 MAPLE                               APPROX. 2.5 KM 1590249.3 |
 OJ0978| OJ0979 DUPONT                               13.617 METERS 20609     |
 OJ0978|---------------------------------------------------------------------|
 OJ0978
 OJ0978                          SUPERSEDED SURVEY CONTROL
 OJ0978
 OJ0978  NAD 83(1986)-  43 03 53.62472(N)    083 16 25.16471(W) AD(       ) 2
 OJ0978  NAD 27      -  43 03 53.52723(N)    083 16 25.36786(W) AD(       ) 2
 OJ0978  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0978
 OJ0978.Superseded values are not recommended for survey control.
 OJ0978
 OJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0978.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0978
 OJ0978_MARKER: DR = REFERENCE MARK DISK
 OJ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0978_STAMPING: DUPONT NO 1 1977
 OJ0978_MARK LOGO: NGS
 OJ0978_PROJECTION: FLUSH
 OJ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0978+STABILITY: SURFACE MOTION
 OJ0978
 OJ0978  HISTORY     - Date     Condition        Report By
 OJ0978  HISTORY     - 1977     MONUMENTED       NGS
 OJ0978
 OJ0978                          STATION DESCRIPTION
 OJ0978
 OJ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0978'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF METAMORA, 5.9 MI
 OJ0978'(9.5 KM) WEST-NORTHWEST OF ATTICA AND 2.5 MI (4.0 KM) EAST-NORTHEAST
 OJ0978'OF LAPEER.
 OJ0978'
 OJ0978'TO REACH FROM THE LAPEER POST OFFICE, GO NORTHEAST ON FRANKLIN, THEN
 OJ0978'NEPESSING STREETS FOR 0.8 MI (1.3 KM) TO A REVERSE FORK.  BEAR RIGHT,
 OJ0978'EAST, ON BOWERS ROAD FOR 1.2 MI (1.9 KM) TO A ROAD LEFT.  TURN LEFT,
 OJ0978'NORTH, ON ROODS LAKE ROAD FOR 0.4 MI (0.6 KM) TO A PAVED DRIVEWAY ON
 OJ0978'THE RIGHT AT THE G. B. DUPONT COMPANY BUILDING.  TURN RIGHT, EAST, ON
 OJ0978'DRIVEWAY FOR 200 FT (61.0 M) TO THE BUILDING AND A GATE TO THE
 OJ0978'AIRPORT.  CONTINUE EAST ON THE TARMAC FOR 0.05 MI (0.08 KM) TO THE
 OJ0978'GRASS AREA.  CONTINUE EAST ACROSS THE GRASS, KEEPING SOUTH OF THE TAXI
 OJ0978'STRIP FOR 0.05 MI (0.08 KM) TO THE MARK.
 OJ0978'
 OJ0978'IT IS SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 OJ0978'FLUSH WITH THE GROUND, 154 FT (46.9 M) WEST OF THE WEST EDGE OF THE
 OJ0978'RUNWAY, 108.5 FT (33.1 M) SOUTH OF THE SOUTH EDGE OF THE TAXI STRIP
 OJ0978'AND 102.5 FT (31.2 M) WEST-SOUTHWEST OF THE RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0790 ***********************************************************************
 NE0790  DESIGNATION -  DURAND
 NE0790  PID         -  NE0790
 NE0790  STATE/COUNTY-  MI/SHIAWASSEE
 NE0790  COUNTRY     -  US
 NE0790  USGS QUAD   -  DURAND (2017)
 NE0790
 NE0790                         *CURRENT SURVEY CONTROL
 NE0790  ______________________________________________________________________
 NE0790* NAD 83(1986) POSITION- 42 54 42.     (N) 083 59 11.     (W)   SCALED
 NE0790* NAVD 88 ORTHO HEIGHT -   242.936 (meters)      797.03  (feet) ADJUSTED
 NE0790  ______________________________________________________________________
 NE0790  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 NE0790  DYNAMIC HEIGHT  -        242.876 (meters)      796.84  (feet) COMP
 NE0790  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 NE0790
 NE0790  VERT ORDER      -  SECOND    CLASS 0
 NE0790
 NE0790.The horizontal coordinates were scaled from a map and have
 NE0790.an estimated accuracy of +/- 6 seconds.
 NE0790
 NE0790.The orthometric height was determined by differential leveling and
 NE0790.adjusted by the NATIONAL GEODETIC SURVEY
 NE0790.in June 1991.
 NE0790
 NE0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0790.GEOID18 height accuracy estimate available here.
 NE0790
 NE0790.Click photographs - Photos may exist for this station.
 NE0790
 NE0790.The dynamic height is computed by dividing the NAVD 88
 NE0790.geopotential number by the normal gravity value computed on the
 NE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0790.degrees latitude (g = 980.6199 gals.).
 NE0790
 NE0790.The modeled gravity was interpolated from observed gravity values.
 NE0790
 NE0790;                    North         East    Units  Estimated Accuracy
 NE0790;SPC MI S     -   156,870.    4,031,050.      MT  (+/- 180 meters Scaled)
 NE0790
 NE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH562553(NAD 83)
 NE0790
 NE0790                          SUPERSEDED SURVEY CONTROL
 NE0790
 NE0790  NGVD 29 (??/??/92)  243.072  (m)          797.48   (f) ADJ UNCH    2 0
 NE0790
 NE0790.Superseded values are not recommended for survey control.
 NE0790
 NE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0790.See file dsdata.pdf to determine how the superseded data were derived.
 NE0790
 NE0790_MARKER: DB = BENCH MARK DISK
 NE0790_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0790+WITH SETTING: PAVEMENT
 NE0790_SP_SET: WATER TANK BASE
 NE0790_STAMPING: DURAND 1934
 NE0790_MARK LOGO: CGS
 NE0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0790+STABILITY: SURFACE MOTION
 NE0790
 NE0790  HISTORY     - Date     Condition        Report By
 NE0790  HISTORY     - 1934     MONUMENTED       CGS
 NE0790  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 NE0790
 NE0790                          STATION DESCRIPTION
 NE0790
 NE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0790'AT DURAND.
 NE0790'AT DURAND, SHIAWASSEE COUNTY, 19 YARDS SOUTH OF THE SOUTH CORNER
 NE0790'OF THE CITY JAIL, 82 FEET WEST OF THE REAR BUILDING LINE OF THE
 NE0790'BUILDINGS ON THE WEST SIDE OF SAGINAW STREET, AT THE CITY WATER
 NE0790'TANK, IN THE TOP OF THE CONCRETE BASE OF THE NORTH SUPPORT, AND
 NE0790'6 INCHES SOUTH OF THE NORTH EDGE.  A STANDARD DISK, STAMPED
 NE0790'DURAND 1934.
 NE0790
 NE0790                          STATION RECOVERY (1995)
 NE0790
 NE0790'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1541 ***********************************************************************
 NE1541  DESIGNATION -  DURAND GRAND TRUNK RR STACK
 NE1541  PID         -  NE1541
 NE1541  STATE/COUNTY-  MI/SHIAWASSEE
 NE1541  COUNTRY     -  US
 NE1541  USGS QUAD   -  DURAND (2017)
 NE1541
 NE1541                         *CURRENT SURVEY CONTROL
 NE1541  ______________________________________________________________________
 NE1541* NAD 83(1994) POSITION- 42 54 50.53815(N) 083 59 45.24947(W)   ADJUSTED
 NE1541  ______________________________________________________________________
 NE1541  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 NE1541  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 NE1541  HORZ ORDER      -  THIRD
 NE1541
 NE1541.The horizontal coordinates were established by classical geodetic methods
 NE1541.and adjusted by the National Geodetic Survey in February 1997.
 NE1541
 NE1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1541.GEOID18 height accuracy estimate available here.
 NE1541
 NE1541.Click photographs - Photos may exist for this station.
 NE1541
 NE1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1541
 NE1541. The following values were computed from the NAD 83(1994) position.
 NE1541
 NE1541;                    North         East     Units Scale Factor Converg.
 NE1541;SPC MI S     -   157,134.453 4,030,271.656   MT  0.99990701   +0 15 08.3
 NE1541;SPC MI S     -   515,532.98 13,222,676.04   iFT  0.99990701   +0 15 08.3
 NE1541;UTM  17      - 4,755,624.236   255,460.501   MT  1.00033573   -2 02 27.3
 NE1541;UTM  16      - 4,755,648.107   745,208.436   MT  1.00033977   +2 02 47.4
 NE1541
 NE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5546055624(NAD 83)
 NE1541
 NE1541                          SUPERSEDED SURVEY CONTROL
 NE1541
 NE1541  NAD 83(1986)-  42 54 50.53716(N)    083 59 45.27208(W) AD(       ) 3
 NE1541  NAD 27      -  42 54 50.43000(N)    083 59 45.41000(W) AD(       ) 3
 NE1541
 NE1541.Superseded values are not recommended for survey control.
 NE1541
 NE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1541.See file dsdata.pdf to determine how the superseded data were derived.
 NE1541
 NE1541_MARKER: 63 = STACK
 NE1541
 NE1541  HISTORY     - Date     Condition        Report By
 NE1541  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1541
 NE1541                          STATION DESCRIPTION
 NE1541
 NE1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1541'STATION IS TALL SQUARE RED BRICK SMOKESTACK THAT IS
 NE1541'ABOUT 75 FEET
 NE1541'HIGH, LOCATED ON THE W EDGE OF THE RAILROAD ROUND-
 NE1541'HOUSE, AT THE W EDGE OF THE
 NE1541'SMALL VILLAGE OF DURAND.
 NE1541'
 NE1541'THE POINT OBSERVED WAS THE EXTREME TOP OF THE STACK.
 NE1541'
 NE1541'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1542 ***********************************************************************
 NE1542  DESIGNATION -  DURAND WATER TANK
 NE1542  PID         -  NE1542
 NE1542  STATE/COUNTY-  MI/SHIAWASSEE
 NE1542  COUNTRY     -  US
 NE1542  USGS QUAD   -  DURAND (2017)
 NE1542
 NE1542                         *CURRENT SURVEY CONTROL
 NE1542  ______________________________________________________________________
 NE1542* NAD 83(1994) POSITION- 42 54 41.51149(N) 083 59 07.28836(W)   ADJUSTED
 NE1542  ______________________________________________________________________
 NE1542  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 NE1542  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NE1542  HORZ ORDER      -  THIRD
 NE1542
 NE1542.The horizontal coordinates were established by classical geodetic methods
 NE1542.and adjusted by the National Geodetic Survey in February 1997.
 NE1542
 NE1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1542.GEOID18 height accuracy estimate available here.
 NE1542
 NE1542.Click photographs - Photos may exist for this station.
 NE1542
 NE1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1542
 NE1542. The following values were computed from the NAD 83(1994) position.
 NE1542
 NE1542;                    North         East     Units Scale Factor Converg.
 NE1542;SPC MI S     -   156,859.777 4,031,133.856   MT  0.99990699   +0 15 34.2
 NE1542;SPC MI S     -   514,631.81 13,225,504.78   iFT  0.99990699   +0 15 34.2
 NE1542;UTM  17      - 4,755,315.149   256,311.383   MT  1.00033062   -2 02 01.1
 NE1542;UTM  16      - 4,755,400.452   746,079.192   MT  1.00034503   +2 03 13.0
 NE1542
 NE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5631155315(NAD 83)
 NE1542
 NE1542                          SUPERSEDED SURVEY CONTROL
 NE1542
 NE1542  NAD 83(1986)-  42 54 41.51046(N)    083 59 07.31087(W) AD(       ) 3
 NE1542  NAD 27      -  42 54 41.39989(N)    083 59 07.43245(W) AD(       ) 3
 NE1542
 NE1542.Superseded values are not recommended for survey control.
 NE1542
 NE1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1542.See file dsdata.pdf to determine how the superseded data were derived.
 NE1542
 NE1542
 NE1542  HISTORY     - Date     Condition        Report By
 NE1542  HISTORY     - 1932     MONUMENTED       CGS
 NE1542  HISTORY     - 19950802 GOOD             USPSQD
 NE1542
 NE1542                          STATION DESCRIPTION
 NE1542
 NE1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1542'STATION IS THE CYLINDRICAL BLACK WATER
 NE1542'TANK WITH FLAT
 NE1542'CONICAL ROOF ON TOP OF THE 120-FOOT FOUR-LEGGED
 NE1542'STEEL STRUCTURE LOCATED ABOUT 125
 NE1542'FEET S OF THE CENTER LINE OF
 NE1542'CLINTON STREET, 80 FEET SE OF THE SE CORNER OF THE
 NE1542'FIREHOUSE BUILDING
 NE1542'NEAR THE CENTER OF THE SMALL VILLAGE OF DURAND.  THE LEGEND
 NE1542'DURAND IN LARGE
 NE1542'YELLOW LETTERS IS PAINTED ON THE E AND W SIDES
 NE1542'OF THE TANK.
 NE1542'
 NE1542'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 NE1542'ROOF.
 NE1542'
 NE1542'THIS IS AN INTERSECTION STATION.
 NE1542
 NE1542                          STATION RECOVERY (1995)
 NE1542
 NE1542'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1834 ***********************************************************************
 MD1834  DESIGNATION -  DURY
 MD1834  PID         -  MD1834
 MD1834  STATE/COUNTY-  MI/HILLSDALE
 MD1834  COUNTRY     -  US
 MD1834  USGS QUAD   -  PIONEER (2016)
 MD1834
 MD1834                         *CURRENT SURVEY CONTROL
 MD1834  ______________________________________________________________________
 MD1834* NAD 83(1994) POSITION- 41 42 16.53134(N) 084 36 42.64123(W)   ADJUSTED
 MD1834* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 MD1834  ______________________________________________________________________
 MD1834  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 MD1834  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 MD1834  HORZ ORDER      -  FIRST
 MD1834
 MD1834.The horizontal coordinates were established by classical geodetic methods
 MD1834.and adjusted by the National Geodetic Survey in February 1997.
 MD1834
 MD1834.The orthometric height was scaled from a topographic map.
 MD1834
 MD1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1834.GEOID18 height accuracy estimate available here.
 MD1834
 MD1834.Click photographs - Photos may exist for this station.
 MD1834
 MD1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1834
 MD1834. The following values were computed from the NAD 83(1994) position.
 MD1834
 MD1834;                    North         East     Units Scale Factor Converg.
 MD1834;SPC MI S     -    22,756.379 3,979,590.768   MT  1.00011701   -0 10 00.7
 MD1834;SPC MI S     -    74,660.04 13,056,400.16   iFT  1.00011701   -0 10 00.7
 MD1834;UTM  16      - 4,619,734.099   698,700.161   MT  1.00008588   +1 35 21.6
 MD1834
 MD1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1834!SPC MI S     -   0.99996033  x   1.00011701  =   1.00007734
 MD1834!UTM  16      -   0.99996033  x   1.00008588  =   1.00004621
 MD1834
 MD1834:                Primary Azimuth Mark                     Grid Az
 MD1834:SPC MI S     -  DURY AZ MK                               039 18 43.1
 MD1834:UTM  16      -  DURY AZ MK                               037 33 20.8
 MD1834
 MD1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9870019734(NAD 83)
 MD1834
 MD1834|---------------------------------------------------------------------|
 MD1834| PID    Reference Object                     Distance      Geod. Az  |
 MD1834|                                                           dddmmss.s |
 MD1834| CE5992 DURY AZ MK                                         0390842.4 |
 MD1834| MD1836 MONTPELIER MUN POWER PLT STK        APPROX.13.8 KM 1785234.6 |
 MD1834| MD1835 BOUNDARY POST 9 MI OH               357.632 METERS 17950     |
 MD1834| CE5994 DURY RM 2                            55.047 METERS 27322     |
 MD1834| MD1832 READING MUNICIPAL TANK              APPROX.19.1 KM 3233740.4 |
 MD1834| CE5993 DURY RM 1                            24.872 METERS 35953     |
 MD1834|---------------------------------------------------------------------|
 MD1834
 MD1834                          SUPERSEDED SURVEY CONTROL
 MD1834
 MD1834  NAD 83(1986)-  41 42 16.52641(N)    084 36 42.65769(W) AD(       ) 1
 MD1834  NAD 27      -  41 42 16.34400(N)    084 36 42.83200(W) AD(       ) 1
 MD1834
 MD1834.Superseded values are not recommended for survey control.
 MD1834
 MD1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1834.See file dsdata.pdf to determine how the superseded data were derived.
 MD1834
 MD1834_MARKER: DS = TRIANGULATION STATION DISK
 MD1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1834_STAMPING: DURY 1932
 MD1834_MARK LOGO: CGS
 MD1834_PROJECTION: FLUSH
 MD1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1834+STABILITY: SURFACE MOTION
 MD1834
 MD1834  HISTORY     - Date     Condition        Report By
 MD1834  HISTORY     - 1932     MONUMENTED       CGS
 MD1834  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD1834  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD1834  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD1834  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD1834
 MD1834                          STATION DESCRIPTION
 MD1834
 MD1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1834'ABOUT 8.5 MILES NORTH OF MONTPELIER, OHIO, ON LAND OWNED BY EATON
 MD1834'HUKILL, AND ON EAST SIDE OF NORTH-AND- SOUTH DIRT ROAD OPPOSITE
 MD1834'FARMHOUSE OCCUPIED BY WILL DURY.
 MD1834'
 MD1834'TO REACH FROM MONTPELIER, GO NORTH 3.7 MILE ON U.S. ROUTE 20-S TO
 MD1834'JUNCTION WITH U.S. ROUTE 25 20-N, AND TAKE GRAVEL ROAD TO NORTH 4.2
 MD1834'MILES TO STATION SITE.
 MD1834'
 MD1834'STATION IS 0.25 MILE SOUTH OF HILLSDALE COUNTY ROAD NO. 300, 88.7 FEET
 MD1834'BEARING N. 75 DEG E. FROM NORTHWEST CORNER OF DURYS HOUSE, 1 FOOT WEST
 MD1834'OF FENCE LINE PARALLELING ROAD, AND 21.5 FEET EAST OF CENTER LINE OF
 MD1834'ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 MD1834'IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 MD1834'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 MD1834'NOTE 11A.
 MD1834'
 MD1834'NO. 1 PROJECTS 4 INCHES, AND IS IN NORTH-AND-SOUTH FENCE LINE ALONG
 MD1834'ROAD, 21 FEET EAST OF CENTER LINE OF ROAD, AND 81.60 FEET FROM STATION
 MD1834'IN AZIMUTH 179 DEG 53 MIN.
 MD1834'
 MD1834'NO. 2 PROJECTS 4 INCHES, AND IS NEAR NORTHWEST CORNER OF GARDEN JUST
 MD1834'NORTH OF DURYS HOUSE, 10 FEET SOUTH OF NORTHWEST CORNER OF GARDEN, 1
 MD1834'FOOT WEST OF FENCE LINE, 30 FEET EAST OF ROUND FARM BUILDING, 88 FEET
 MD1834'EAST BY SOUTH OF SOUTHEAST CORNER OF BARN, 95 FEET NORTHWEST OF
 MD1834'NORTHWEST CORNER OF HOUSE, 23 FEET SOUTH OF CENTER OF DRIVEWAY LEADING
 MD1834'TO BARN, AND 180.60 FEET FROM STATION IN AZIMUTH 93 DEG 22 MIN.
 MD1834'
 MD1834'AZIMUTH MARK PROJECTS 6 INCHES, AND IS ABOUT 0.2 MILE EAST OF T-ROAD
 MD1834'LEADING SOUTH TO STATION, NEAR NORTHEAST CORNER OF CULTIVATED FIELD,
 MD1834'28.5 FEET SOUTH OF CENTER OF COUNTY HIGHWAY NO. 300, 21.5 FEET WEST OF
 MD1834'OAK TREE ABOUT 2.5 FEET IN DIAMETER, 11.7 FEET WEST OF NORTHEAST
 MD1834'CORNER OF FIELD, 1 FOOT NORTH OF FENCE LINE ALONG ROAD, AND
 MD1834'APPROXIMATELY 0.4 MILE FROM STATION IN AZIMUTH 219 DEG 08 MIN 43 SEC.
 MD1834'
 MD1834'OHIO-MICHIGAN BOUNDARY MONUMENT NO. 9 IS 357.918 METERS (1,174.27
 MD1834'FEET) FROM STATION IN AZIMUTH 359 DEG 50 MIN 06 SEC.
 MD1834
 MD1834                          STATION RECOVERY (1960)
 MD1834
 MD1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD1834'STATION WAS NOT FOUND.  FIELD EVIDENCE INDICATES THAT STATION HAS
 MD1834'BEEN DESTROYED BY ROAD
 MD1834'CONSTRUCTION.  A NEW ROAD NOW OCCUPIES THE SITE OF THE STATION.
 MD1834'
 MD1834'REFERENCE MARK 1 APPEARS TO HAVE BEEN RELOCATED AND IS APPROXIMATELY
 MD1834'30 FEET FROM ITS RECORDED
 MD1834'DESCRIPTION.  THE CONCRETE POST IS NOT IS A SOLID CONDITION AND
 MD1834'CAN BE ROCKED WITH LITTLE EFFORT.
 MD1834'
 MD1834'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 MD1834
 MD1834                          STATION RECOVERY (1961)
 MD1834
 MD1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD1834'STATION COULD NOT BE FOUND, BUT R.M. 2 WAS FOUND O.K.
 MD1834
 MD1834                          STATION RECOVERY (1988)
 MD1834
 MD1834'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD1834'MARK NOT FOUND.
 MD1834
 MD1834                          STATION RECOVERY (2000)
 MD1834
 MD1834'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD1834'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0636 ***********************************************************************
 RK0636  DESIGNATION -  DUTCH
 RK0636  PID         -  RK0636
 RK0636  STATE/COUNTY-  MI/ALGER
 RK0636  COUNTRY     -  US
 RK0636  USGS QUAD   -  SHINGLETON (2017)
 RK0636
 RK0636                         *CURRENT SURVEY CONTROL
 RK0636  ______________________________________________________________________
 RK0636* NAD 83(1994) POSITION- 46 20 57.71074(N) 086 29 52.18917(W)   ADJUSTED
 RK0636* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 RK0636  ______________________________________________________________________
 RK0636  GEOID HEIGHT    -        -35.052 (meters)                     GEOID18
 RK0636  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 RK0636  HORZ ORDER      -  SECOND
 RK0636
 RK0636.The horizontal coordinates were established by classical geodetic methods
 RK0636.and adjusted by the National Geodetic Survey in February 1997.
 RK0636
 RK0636.The orthometric height was scaled from a topographic map.
 RK0636
 RK0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0636.GEOID18 height accuracy estimate available here.
 RK0636
 RK0636.Click photographs - Photos may exist for this station.
 RK0636
 RK0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0636
 RK0636. The following values were computed from the NAD 83(1994) position.
 RK0636
 RK0636;                    North         East     Units Scale Factor Converg.
 RK0636;SPC MI N     -   174,177.554 8,038,650.178   MT  0.99990346   +0 21 46.7
 RK0636;SPC MI N     -   571,448.67 26,373,524.21   iFT  0.99990346   +0 21 46.7
 RK0636;UTM  16      - 5,132,987.949   538,638.684   MT  0.99961835   +0 21 48.1
 RK0636
 RK0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0636!SPC MI N     -   0.99996505  x   0.99990346  =   0.99986851
 RK0636!UTM  16      -   0.99996505  x   0.99961835  =   0.99958341
 RK0636
 RK0636:                Primary Azimuth Mark                     Grid Az
 RK0636:SPC MI N     -  DUTCH AZ MK                              302 39 13.9
 RK0636:UTM  16      -  DUTCH AZ MK                              302 39 12.5
 RK0636
 RK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES3863832987(NAD 83)
 RK0636
 RK0636|---------------------------------------------------------------------|
 RK0636| PID    Reference Object                     Distance      Geod. Az  |
 RK0636|                                                           dddmmss.s |
 RK0636| CH1080 DUTCH RM 1                           29.889 METERS 16509     |
 RK0636| CH1081 DUTCH RM 2                           26.909 METERS 23939     |
 RK0636| RK0639 WETMORE LOOKOUT TOWER               APPROX. 9.3 KM 2805321.0 |
 RK0636| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.14.9 KM 2981505.8 |
 RK0636| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.15.0 KM 2982508.7 |
 RK0636| CH1079 DUTCH AZ MK                                        3030100.6 |
 RK0636|---------------------------------------------------------------------|
 RK0636
 RK0636                          SUPERSEDED SURVEY CONTROL
 RK0636
 RK0636  NAD 83(1986)-  46 20 57.70549(N)    086 29 52.18642(W) AD(       ) 2
 RK0636  NAD 27      -  46 20 57.87453(N)    086 29 51.62245(W) AD(       ) 2
 RK0636
 RK0636.Superseded values are not recommended for survey control.
 RK0636
 RK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0636.See file dsdata.pdf to determine how the superseded data were derived.
 RK0636
 RK0636_MARKER: DS = TRIANGULATION STATION DISK
 RK0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0636_STAMPING: DUTCH 1965
 RK0636_MARK LOGO: CGS
 RK0636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0636+STABILITY: SURFACE MOTION
 RK0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0636+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 RK0636
 RK0636  HISTORY     - Date     Condition        Report By
 RK0636  HISTORY     - 1965     MONUMENTED       CGS
 RK0636  HISTORY     - 19960724 GOOD             MI-003
 RK0636  HISTORY     - 20020415 GOOD             MIDT
 RK0636  HISTORY     - 20030728 GOOD             USPSQD
 RK0636  HISTORY     - 20060911 GOOD             USPSQD
 RK0636  HISTORY     - 20080626 GOOD             GEOCAC
 RK0636
 RK0636                          STATION DESCRIPTION
 RK0636
 RK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0636'LOCATED ABOUT 1-1/2 MILES WEST OF SHINGLETON, IN SEC. 25, T-46-N,
 RK0636'R-18-W, AND ON ROAD RIGHT-OF-WAY.
 RK0636'
 RK0636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0636'IN SHINGLETON, GO WEST ON HIGHWAY 28 FOR 1.25 MILES TO THE STATION
 RK0636'ON THE LEFT.
 RK0636'
 RK0636'STATION MARKS ARE STANDARD DISKS STAMPED DUTCH 1965.  THE SURFACE
 RK0636'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RK0636'6 INCHES.  IT IS 118 FEET NORTHEAST OF THE NORTH RAIL OF A RAILROAD
 RK0636'TRACK, 79 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET
 RK0636'NORTHEAST OF TELEPHONE POLE NO. 3918, AND 5.4 FEET WEST OF A
 RK0636'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0636'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0636'
 RK0636'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUTCH NO 1 1965, IS SET
 RK0636'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RK0636'IS 156 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 99 FEET
 RK0636'SOUTHEAST OF THE WITNESS POST, 48 FEET NORTH OF THE NORTH RAIL OF
 RK0636'THE RAILROAD TRACK, AND 62 FEET WEST OF A TELEPHONE POLE.
 RK0636'
 RK0636'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUTCH NO 2 1965, IS SET
 RK0636'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RK0636'IS 154 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 94 FEET
 RK0636'SOUTHWEST OF THE WITNESS POST, 41.5 FEET NORTH OF THE NORTH RAIL OF
 RK0636'THE RAILROAD TRACK, AND 35 FEET WEST OF A TELEPHONE POLE.
 RK0636'
 RK0636'AZIMUTH MARK, A STANDARD DISK STAMPED DUTCH 1965, IS SET IN THE TOP
 RK0636'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 72 FEET
 RK0636'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 51.8 FEET NORTHEAST OF
 RK0636'THE NORTH RAIL OF THE RAILROAD TRACK, 4 FEET SOUTHEAST OF
 RK0636'TELEPHONE POLE NO. 3937, AND 1.8 FEET NORTHEAST OF A METAL WITNESS
 RK0636'POST.
 RK0636'
 RK0636'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY
 RK0636'28 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 RK0636'
 RK0636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0636
 RK0636                          STATION RECOVERY (1996)
 RK0636
 RK0636'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0636'RECOVERED AS DESCRIBED.
 RK0636
 RK0636                          STATION RECOVERY (2002)
 RK0636
 RK0636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0636'RECOVERED IN GOOD CONDITION.
 RK0636
 RK0636                          STATION RECOVERY (2003)
 RK0636
 RK0636'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0636'STA MARK, RM 1, RM 2 AND AZ MARK ALL FOUND IN GOOD CONDITION.
 RK0636
 RK0636                          STATION RECOVERY (2006)
 RK0636
 RK0636'RECOVERY NOTE BY US POWER SQUADRON 2006
 RK0636'RM 1 AND RM2 ALSO FOUND IN GOOD CONDITION.
 RK0636
 RK0636                          STATION RECOVERY (2008)
 RK0636
 RK0636'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0636'STATION MARK, RM1, RM2 AND AZIMUTH MARK ALL RECOVERED IN GOOD
 RK0636'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1641 ***********************************************************************
 NF1641  DESIGNATION -  DUTTON
 NF1641  PID         -  NF1641
 NF1641  STATE/COUNTY-  MI/KENT
 NF1641  COUNTRY     -  US
 NF1641  USGS QUAD   -  CALEDONIA (2017)
 NF1641
 NF1641                         *CURRENT SURVEY CONTROL
 NF1641  ______________________________________________________________________
 NF1641* NAD 83(1994) POSITION- 42 49 58.49135(N) 085 32 43.60303(W)   ADJUSTED
 NF1641* NAVD 88 ORTHO HEIGHT -   259.8   (meters)      852.    (feet) VERTCON3
 NF1641  ______________________________________________________________________
 NF1641  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 NF1641  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 NF1641  HORZ ORDER      -  FIRST
 NF1641
 NF1641.The horizontal coordinates were established by classical geodetic methods
 NF1641.and adjusted by the National Geodetic Survey in February 1997.
 NF1641
 NF1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1641
 NF1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1641.GEOID18 height accuracy estimate available here.
 NF1641
 NF1641.Click photographs - Photos may exist for this station.
 NF1641
 NF1641.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1641
 NF1641. The following values were computed from the NAD 83(1994) position.
 NF1641
 NF1641;                    North         East     Units Scale Factor Converg.
 NF1641;SPC MI S     -   148,731.160 3,903,633.300   MT  0.99990729   -0 48 07.9
 NF1641;SPC MI S     -   487,963.12 12,807,195.87   iFT  0.99990729   -0 48 07.9
 NF1641;UTM  16      - 4,743,286.503   618,880.087   MT  0.99977386   +0 59 20.4
 NF1641
 NF1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1641!SPC MI S     -   0.99996454  x   0.99990729  =   0.99987183
 NF1641!UTM  16      -   0.99996454  x   0.99977386  =   0.99973841
 NF1641
 NF1641:                Primary Azimuth Mark                     Grid Az
 NF1641:SPC MI S     -  DUTTON AZ MK                             181 00 46.4
 NF1641:UTM  16      -  DUTTON AZ MK                             179 13 18.1
 NF1641
 NF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1888043286(NAD 83)
 NF1641
 NF1641|---------------------------------------------------------------------|
 NF1641| PID    Reference Object                     Distance      Geod. Az  |
 NF1641|                                                           dddmmss.s |
 NF1641| CG9997 DUTTON RM 2                          27.517 METERS 08419     |
 NF1641| CG9995 DUTTON AZ MK                                       1801238.5 |
 NF1641| CG9996 DUTTON RM 1                          25.739 METERS 34304     |
 NF1641|---------------------------------------------------------------------|
 NF1641
 NF1641                          SUPERSEDED SURVEY CONTROL
 NF1641
 NF1641  NAD 83(1986)-  42 49 58.49070(N)    085 32 43.61880(W) AD(       ) 1
 NF1641  NAD 27      -  42 49 58.37674(N)    085 32 43.54210(W) AD(       ) 1
 NF1641  NGVD 29 (07/19/86)  259.9    (m)          853.     (f) VERT ANG       
 NF1641
 NF1641.Superseded values are not recommended for survey control.
 NF1641
 NF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1641.See file dsdata.pdf to determine how the superseded data were derived.
 NF1641
 NF1641_MARKER: DS = TRIANGULATION STATION DISK
 NF1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1641_STAMPING: DUTTON 1969
 NF1641_MARK LOGO: CGS
 NF1641_PROJECTION: FLUSH
 NF1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1641+STABILITY: SURFACE MOTION
 NF1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1641+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 NF1641
 NF1641  HISTORY     - Date     Condition        Report By
 NF1641  HISTORY     - 1969     MONUMENTED       CGS
 NF1641  HISTORY     - 1969     GOOD             CGS
 NF1641  HISTORY     - 1980     GOOD             MIDH
 NF1641  HISTORY     - 19890328 GOOD             MIDT
 NF1641  HISTORY     - 19921219 GOOD             LOCENG
 NF1641  HISTORY     - 19950314 GOOD             MI-081
 NF1641  HISTORY     - 19991009 GOOD             USPSQD
 NF1641  HISTORY     - 20060923 GOOD             GEOCAC
 NF1641
 NF1641                          STATION DESCRIPTION
 NF1641
 NF1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1641'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF GRAND RAPIDS, 3.5
 NF1641'MILES NORTH-NORTHWEST OF CALEDONIA AND 1.8 MILES EAST-SOUTHEAST OF
 NF1641'DUTTON IN THE W 1/2 OF SEC. 7, T. 5 N., R. 10 W. ON PROPERTY OWNED BY
 NF1641'MR. J. G. SARVER.
 NF1641'
 NF1641'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON W
 NF1641'MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF SCHOOL AVENUE.  TURN LEFT
 NF1641'ON SCHOOL AVENUE AND GO SOUTH FOR ABOUT 100 FEET TO THE JUNCTION OF
 NF1641'JOHNSON STREET.  TURN RIGHT ON JOHNSON STREET AND GO WEST FOR 0.3 MILE
 NF1641'TO THE JUNCTION OF KRAFT SE.  TURN RIGHT ON KRAFT SE AND GO NORTH FOR
 NF1641'1.6 MILES TO THE JUNCTION OF 84TH SE.  TURN LEFT ON 84TH SE AND GO
 NF1641'WEST FOR 0.9 MILE TO THE JUNCTION OF PATTERSON AVENUE.  TURN RIGHT AND
 NF1641'GO NORTH ON PATTERSON AVENUE FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 NF1641'RIGHT.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.45 MILE TO THE
 NF1641'JUNCTION OF 76TH SE.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.4 MILE
 NF1641'TO A HOUSE (7220 PATTERSON AVENUE) AND THE STATION IN THE SOUTHWEST
 NF1641'CORNER OF THE LAWN.
 NF1641'
 NF1641'THE STATION MARK IS A STANDARD DISK STAMPED DUTTON 1969, SET IN THE
 NF1641'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 NF1641'GROUND SURFACE.  IT IS 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NF1641'THE HOUSE AND 45 FEET EAST OF THE CENTER OF PATTERSON AVENUE.
 NF1641'
 NF1641'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUTTON NO 1 1969, SET IN
 NF1641'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 NF1641'THE SURFACE OF THE GROUND.  IT IS 67.7 FEET WEST OF THE WEST FACE OF
 NF1641'THE HOUSE AND 20.3 FEET EAST OF THE CENTER OF PATTERSON AVENUE.
 NF1641'
 NF1641'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUTTON NO 2 1969, SET IN
 NF1641'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 NF1641'THE SURFACE OF THE GROUND.  IT IS 9 FEET EAST-SOUTHEAST OF A POWER
 NF1641'POLE WITH A TRANSFORMER.
 NF1641'
 NF1641'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUTTON 1969, SET IN THE
 NF1641'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1641'ABOVE THE SURFACE OF THE GROUND.  IT IS 27.4 FEET EAST OF THE CENTER
 NF1641'OF PATTERSON AVENUE AND 1.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 NF1641'POST.
 NF1641'
 NF1641'NO MEASUREMENTS BETWEEN R. M. S DUE TO A TREE ON LINE.
 NF1641'
 NF1641'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 NF1641
 NF1641                          STATION RECOVERY (1969)
 NF1641
 NF1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF1641'RECOVERED IN GOOD CONDITION.
 NF1641
 NF1641                          STATION RECOVERY (1980)
 NF1641
 NF1641'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1641'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1641'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE
 NF1641'METAL WITNESS POST FOR THE AZIMUTH HAS BEEN REMOVED AND THERE HAS BEEN
 NF1641'EXTENSIVE FARMING IN THAT AREA.
 NF1641
 NF1641                          STATION RECOVERY (1989)
 NF1641
 NF1641'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RR)
 NF1641'RECOVERED AS DESCRIBED. SUBSTATION MARK.
 NF1641
 NF1641                          STATION RECOVERY (1992)
 NF1641
 NF1641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1641'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON W
 NF1641'MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF SCHOOL AVENUE .  TURN LEFT
 NF1641'ON SCHOOL AVENUE AND GO SOUTH FOR 100 FEET TO THE JUNCTION OF JOHNSON
 NF1641'STREET.  TURN RIGHT ON JOHNSON STREET  AND GO WEST FOR 0.3 MILE TO THE
 NF1641'JUNCTION OF KRAFT SE.  TURN RIGHT ON KRAFT SE AND GO NORTH FOR 1.6
 NF1641'MILES TO THE JUNCTION OF 84TH SE.  TURN LEFT ON 84TH SE AND GO WEST
 NF1641'FOR 0.9 MILE TO THE JUNCTION OF PATTERSON AVENUE.  TURN RIGHT AND GO
 NF1641'NORTH ON PATTERSON AVENUE FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 NF1641'RIGHT.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.45 MILE TO THE
 NF1641'JUNCTION OF 76TH SE.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.4 MILE
 NF1641'TO A HOUSE (7220 PATTERSON AVENUE) AND THE STATION IN THE SOUTHWEST
 NF1641'CORNER OF THE LAWN, IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 NF1641'IS FLUSH WITH THE GROUND, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NF1641'THE HOUSE, AND 45 FEET EAST OF THE CENTER OF PATTERSON AVENUE.  AT THE
 NF1641'SOUTHWEST ADDITION OF THE CORNER OF A GARDEN AND EAST OF A 6-INCH ELM
 NF1641'TREE.  NOTE= PROPERTY OWNER REQUESTS STATION BE LOWERED AS IT IS
 NF1641'HAMPERING HIS GARDEN OPERATION.
 NF1641
 NF1641                          STATION RECOVERY (1995)
 NF1641
 NF1641'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF1641'STATION IS LOCATED IN SECTION 7, T-5-N, R-10-W, CALEDONIA TOWNSHIP. IT
 NF1641'IS 0.5 MI (0.8 KM) NORTH OF 68TH STREET ON THE EAST SIDE OF PATTERSON
 NF1641'AVENUE.
 NF1641'
 NF1641'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND 68TH STREET (EXIT
 NF1641'77 WHICH IS APPROXIMATELY 9.0 MI (14.5 KM) SOUTH OF DOWNTOWN GRAND
 NF1641'RAPIDS), TRAVEL EAST FOR 6.5 MI (10.5 KM) ALONG 68TH STREET TO
 NF1641'PATTERSON AVENUE.  TURN RIGHT AND TRAVEL SOUTH FOR 0.5 MI (0.8 KM) TO
 NF1641'STATION,  PROJECTS ABOUT 6-INCHES ABOVE THE GROUND SURFACE, 8.0 FT
 NF1641'(2.4 M) EAST OF AN 8-INCH ELM TREE, 73.0 FT (22.3 M) SOUTHWEST FROM
 NF1641'THE NORTHEAST CORNER OF HOUSE NUMBER 7220 PATERSON AVENUE, 45.0 FT
 NF1641'(13.7 M) WEST OF THE CENTERLINE OF ROAD, 15.0 FT (4.6 M) NORTH FROM A
 NF1641'CLUMP OF MAPLE TREES, AND 2.0 FT (0.6 M) SOUTHEAST FROM A CARSONITE
 NF1641'WITNESS POST.
 NF1641
 NF1641                          STATION RECOVERY (1999)
 NF1641
 NF1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1641'RECOVERED IN GOOD CONDITION.
 NF1641
 NF1641                          STATION RECOVERY (2006)
 NF1641
 NF1641'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF1641'CORDS RIGHT ON, GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0825 ***********************************************************************
 QK0825  DESIGNATION -  DYER
 QK0825  PID         -  QK0825
 QK0825  STATE/COUNTY-  MI/CHARLEVOIX
 QK0825  COUNTRY     -  US
 QK0825  USGS QUAD   -  ELLSWORTH (2017)
 QK0825
 QK0825                         *CURRENT SURVEY CONTROL
 QK0825  ______________________________________________________________________
 QK0825* NAD 83(1994) POSITION- 45 14 02.29161(N) 085 08 21.84166(W)   ADJUSTED
 QK0825* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 QK0825  ______________________________________________________________________
 QK0825  GEOID HEIGHT    -        -35.070 (meters)                     GEOID18
 QK0825  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 QK0825  HORZ ORDER      -  THIRD
 QK0825
 QK0825.The horizontal coordinates were established by classical geodetic methods
 QK0825.and adjusted by the National Geodetic Survey in February 1997.
 QK0825
 QK0825.The orthometric height was scaled from a topographic map.
 QK0825
 QK0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0825.GEOID18 height accuracy estimate available here.
 QK0825
 QK0825.Click photographs - Photos may exist for this station.
 QK0825
 QK0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0825
 QK0825. The following values were computed from the NAD 83(1994) position.
 QK0825
 QK0825;                    North         East     Units Scale Factor Converg.
 QK0825;SPC MI C     -   213,340.772 5,939,326.297   MT  0.99992555   -0 32 45.1
 QK0825;SPC MI C     -   699,936.92 19,485,978.66   iFT  0.99992555   -0 32 45.1
 QK0825;UTM  16      - 5,010,625.923   646,045.489   MT  0.99986226   +1 19 16.5
 QK0825
 QK0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0825!SPC MI C     -   0.99996694  x   0.99992555  =   0.99989250
 QK0825!UTM  16      -   0.99996694  x   0.99986226  =   0.99982921
 QK0825
 QK0825:                Primary Azimuth Mark                     Grid Az
 QK0825:SPC MI C     -  DYER AZ MK                               357 14 56.1
 QK0825:UTM  16      -  DYER AZ MK                               355 22 54.5
 QK0825
 QK0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4604510625(NAD 83)
 QK0825
 QK0825|---------------------------------------------------------------------|
 QK0825| PID    Reference Object                     Distance      Geod. Az  |
 QK0825|                                                           dddmmss.s |
 QK0825| CH1083 DYER RM 1                            12.332 METERS 08119     |
 QK0825| CH1084 DYER RM 2                            18.244 METERS 33433     |
 QK0825| CH1082 DYER AZ MK                                         3564211.0 |
 QK0825|---------------------------------------------------------------------|
 QK0825
 QK0825                          SUPERSEDED SURVEY CONTROL
 QK0825
 QK0825  NAD 83(1986)-  45 14 02.28719(N)    085 08 21.84258(W) AD(       ) 3
 QK0825  NAD 27      -  45 14 02.25700(N)    085 08 21.63500(W) AD(       ) 3
 QK0825
 QK0825.Superseded values are not recommended for survey control.
 QK0825
 QK0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0825.See file dsdata.pdf to determine how the superseded data were derived.
 QK0825
 QK0825_MARKER: DS = TRIANGULATION STATION DISK
 QK0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0825_STAMPING: DYER 1956
 QK0825_MARK LOGO: CGS
 QK0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0825+STABILITY: SURFACE MOTION
 QK0825
 QK0825  HISTORY     - Date     Condition        Report By
 QK0825  HISTORY     - 1956     MONUMENTED       CGS
 QK0825  HISTORY     - 19940521 MARK NOT FOUND   LOCENG
 QK0825
 QK0825                          STATION DESCRIPTION
 QK0825
 QK0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0825'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF CHARLEVOIX, ABOUT 7
 QK0825'MILES NORTHEAST OF ELLSWORTH, ABOUT 6 MILES NORTH OF EAST JORDAN ON
 QK0825'COUNTY ROAD RIGHT-OF-WAY.  IT IS 70 FEET SOUTHEAST OF THE INTERSECTION
 QK0825'OF A GRAVEL CROSSROAD, 33 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 QK0825'ROAD, 60 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 4 FEET
 QK0825'SOUTHEAST OF A WHITE WITNESS POST, 13 FEET NORTH OF THE NORTH EDGE OF
 QK0825'A CULTIVATED FIELD AND 19 FEET NORTHEAST OF A 48 INCH ELM TREE.  THE
 QK0825'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED DYER 1956.
 QK0825'
 QK0825'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND ESTERLY
 QK0825'STREET IN EAST JORDAN, GO NORTH ON MAIN STREET FOR 0.4 MILE TO EAST
 QK0825'DIVISION STREET.  TURN LEFT AND GO WEST ON EAST DIVISION STREET FOR
 QK0825'0.1 MILE TO BOYNE ROAD.  TURN RIGHT AND GO NORTH ON BOYNE ROAD FOR 1.0
 QK0825'MILE TO A T ROAD.  TURN LEFT AND GO WEST ON PENINSULA ROAD FOR 0.5
 QK0825'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 2.65
 QK0825'MILES TO THE END OF THE PAVEMENT.  CONTINUE NORTH ON GRAVEL ROAD FOR
 QK0825'1.3 MILES TO A GRAVEL CROSSROAD AND THE MARK ON THE RIGHT.
 QK0825'
 QK0825'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 QK0825'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 QK0825'
 QK0825'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 QK0825'AND 8 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  THE MARK
 QK0825'PROJECTS 2 INCHES AND THE DISK IS STAMPED DYER NO 1 1956.
 QK0825'
 QK0825'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0825'35 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 41 FEET NORTHEAST
 QK0825'OF THE INTERSECTION OF THE GRAVEL CROSSROAD.  THE MARK PROJECTS 2
 QK0825'INCHES AND THE DISK IS STAMPED DYER NO 2 1956.
 QK0825'
 QK0825'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A GRAVEL
 QK0825'CROSSROAD, 3 FEET SOUTHWEST OF A WHITE WITNESS POST, 3 FEET NORTH OF
 QK0825'THE NORTH EDGE OF A LAWN, 21 FEET NORTH OF A POWER LINE POLE, 83 FEET
 QK0825'NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND AT THE SOUTHEAST
 QK0825'CORNER OF A CHERRY ORCHARD.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 QK0825'STAMPED DYER 1956.
 QK0825'
 QK0825'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QK0825
 QK0825                          STATION RECOVERY (1994)
 QK0825
 QK0825'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0825'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4843 ***********************************************************************
 DL4843  DESIGNATION -  DYER
 DL4843  PID         -  DL4843
 DL4843  STATE/COUNTY-  MI/INGHAM
 DL4843  COUNTRY     -  US
 DL4843  USGS QUAD   -  WILLIAMSTON (2017)
 DL4843
 DL4843                         *CURRENT SURVEY CONTROL
 DL4843  ______________________________________________________________________
 DL4843* NAD 83(2011) POSITION- 42 40 30.14047(N) 084 18 44.13908(W)   ADJUSTED
 DL4843* NAD 83(2011) ELLIP HT-   239.659 (meters)        (06/27/12)   ADJUSTED
 DL4843* NAD 83(2011) EPOCH   -  2010.00
 DL4843* NAVD 88 ORTHO HEIGHT -   273.095 (meters)      895.98  (feet) ADJUSTED
 DL4843  ______________________________________________________________________
 DL4843  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 DL4843  NAD 83(2011) X  -    465,472.442 (meters)                     COMP
 DL4843  NAD 83(2011) Y  - -4,673,551.832 (meters)                     COMP
 DL4843  NAD 83(2011) Z  -  4,301,192.829 (meters)                     COMP
 DL4843  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 DL4843  DYNAMIC HEIGHT  -        273.020 (meters)      895.73  (feet) COMP
 DL4843  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 DL4843
 DL4843  VERT ORDER      -  FIRST     CLASS II
 DL4843
 DL4843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4843  Standards:
 DL4843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4843  -------------------------------------------------------------------
 DL4843  NETWORK    0.23   0.37           0.11   0.07   0.19     -0.02745533
 DL4843  -------------------------------------------------------------------
 DL4843  Click here for local accuracies and other accuracy information.
 DL4843
 DL4843.The horizontal coordinates were established by GPS observations
 DL4843.and adjusted by the National Geodetic Survey in June 2012.
 DL4843
 DL4843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4843.been affixed to the stable North American tectonic plate. See 
 DL4843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4843
 DL4843.The horizontal coordinates are valid at the epoch date displayed above
 DL4843.which is a decimal equivalence of Year/Month/Day.
 DL4843
 DL4843.The orthometric height was determined by differential leveling and
 DL4843.adjusted by the NATIONAL GEODETIC SURVEY
 DL4843.in October 2009.
 DL4843
 DL4843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4843.GEOID18 height accuracy estimate available here.
 DL4843
 DL4843.Click photographs - Photos may exist for this station.
 DL4843
 DL4843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4843
 DL4843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4843
 DL4843.The ellipsoidal height was determined by GPS observations
 DL4843.and is referenced to NAD 83.
 DL4843
 DL4843.The dynamic height is computed by dividing the NAVD 88
 DL4843.geopotential number by the normal gravity value computed on the
 DL4843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4843.degrees latitude (g = 980.6199 gals.).
 DL4843
 DL4843.The modeled gravity was interpolated from observed gravity values.
 DL4843
 DL4843. The following values were computed from the NAD 83(2011) position.
 DL4843
 DL4843;                    North         East     Units Scale Factor Converg.
 DL4843;SPC MI S     -   130,521.524 4,004,459.224   MT  0.99991356   +0 02 13.3
 DL4843;SPC MI S     -   428,220.22 13,137,989.58   iFT  0.99991356   +0 02 13.3
 DL4843;UTM  16      - 4,728,232.187   720,230.810   MT  1.00019675   +1 49 21.3
 DL4843
 DL4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4843!SPC MI S     -   0.99996242  x   0.99991356  =   0.99987598
 DL4843!UTM  16      -   0.99996242  x   1.00019675  =   1.00015916
 DL4843
 DL4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2023028232(NAD 83)
 DL4843
 DL4843                          SUPERSEDED SURVEY CONTROL
 DL4843
 DL4843  NAD 83(2007)-  42 40 30.14060(N)    084 18 44.13946(W) AD(2002.00) B
 DL4843  ELLIP H (10/23/09)  239.653  (m)                       GP(2002.00) 3 1
 DL4843
 DL4843.Superseded values are not recommended for survey control.
 DL4843
 DL4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4843.See file dsdata.pdf to determine how the superseded data were derived.
 DL4843
 DL4843_MARKER: DD = SURVEY DISK
 DL4843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4843_STAMPING: DYER 2008
 DL4843_MARK LOGO: MIDT
 DL4843_PROJECTION: FLUSH
 DL4843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4843+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 DL4843
 DL4843  HISTORY     - Date     Condition        Report By
 DL4843  HISTORY     - 20080424 MONUMENTED       COLEM
 DL4843  HISTORY     - 20111101 GOOD             GOUFRA
 DL4843  HISTORY     - 20180510 GOOD             GEOCAC
 DL4843  HISTORY     - 20180930 GOOD             APSC
 DL4843  HISTORY     - 20200625 GOOD             ADVGEO
 DL4843
 DL4843                          STATION DESCRIPTION
 DL4843
 DL4843'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4843'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF DANSVILLE, 7.1
 DL4843'MI (11.4 KM) WEST OF WEBBERVILLE AND 1.8 MI (2.9 KM) WEST-SOUTHWEST OF
 DL4843'WILLIAMSTON.
 DL4843'
 DL4843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 (GRAND
 DL4843'RIVER AVENUE) WITH PUTNAM STREET, LOCATED IN THE CITY OF WILLIAMSTON,
 DL4843'MI, GO WESTERLY ON STATE HIGHWAY 43 FOR 1.6 MI (2.6 KM) TO ZIMMER
 DL4843'ROAD, TURN LEFT AND GO SOUTH ON ZIMMER ROAD FOR 0.7 MI (1.1 KM) TO
 DL4843'IRONWOOD DRIVE ON THE LEFT, CONTINUE SOUTH ON ZIMMER ROAD FOR 0.4 MI
 DL4843'(0.6 KM) TO THE STATION ON THE RIGHT.
 DL4843'
 DL4843'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4843'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4843'CONCRETE POST SET TO A DEPTH OF 8 FT.
 DL4843'
 DL4843'THE STATION IS 0.15 MI (0.2 KM) SOUTH OF DRIVEWAY OPENING --3219--,
 DL4843'215 FT (65.5 M) NORTH OF A WOOD POST FOR A --LINN ROAD AHEAD-- SIGN,
 DL4843'11.5 FT (3.5 M) WEST OF EDGE OF PAVEMENT OF ZIMMER ROAD, AND 3.3 FT
 DL4843'(1.0 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 DL4843
 DL4843                          STATION RECOVERY (2011)
 DL4843
 DL4843'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 DL4843'RECOVERED IN GOOD CONDITION.  NOTE CHANGES-THERE IS NO LONGER A ORANGE
 DL4843'CARSONITE WITNESS POST AT THE STATION.
 DL4843'
 DL4843'THE WOODEN POST FOR A LINN ROAD AHEAD SIGN WAS REPLACED WITH A STEEL
 DL4843'POST.
 DL4843'
 DL4843'THE LINN ROAD AHEAD SIGN WAS RELOCATED TO BE 180 FT (54.9 M) SOUTH OF
 DL4843'THE STATION.
 DL4843'
 DL4843'THE STATION IS LOCATED IN AN ALFALFA FARM FIELD WITH NO PROTECTION
 DL4843'FROM FIELD TRACTOR TRAFFIC.
 DL4843
 DL4843                          STATION RECOVERY (2018)
 DL4843
 DL4843'RECOVERY NOTE BY GEOCACHING 2018 (MFM)
 DL4843'RECOVERED IN GOOD CONDITION.
 DL4843
 DL4843                          STATION RECOVERY (2018)
 DL4843
 DL4843'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DL4843'THE STATION IS APPROXIMATELY 710 FT (216.4 M) NORTH OF THE
 DL4843'INTERSECTION OF ZIMMER ROAD AND LINN ROAD AND APPROXIMATELY 23 FT (7.0
 DL4843'M) WEST OF THE CENTERLINE OF ZIMMER ROAD.  STATION IS 2.1 FT (0.6 M)
 DL4843'WEST OF CARSONITE POST.  STATION IS IN SECTION 3, T3N-R1E (WHEATFIELD
 DL4843'TOWNSHIP).
 DL4843
 DL4843                          STATION RECOVERY (2020)
 DL4843
 DL4843'RECOVERY NOTE BY ADVANCED GEOMATICS 2020 (AF)
 DL4843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1610 ***********************************************************************
 NF1610  DESIGNATION -  DYGERT
 NF1610  PID         -  NF1610
 NF1610  STATE/COUNTY-  MI/KENT
 NF1610  COUNTRY     -  US
 NF1610  USGS QUAD   -  ALTO (2017)
 NF1610
 NF1610                         *CURRENT SURVEY CONTROL
 NF1610  ______________________________________________________________________
 NF1610* NAD 83(1994) POSITION- 42 50 28.11446(N) 085 25 09.11913(W)   ADJUSTED
 NF1610* NAVD 88 ORTHO HEIGHT -   265.0   (meters)      869.    (feet) VERTCON3
 NF1610  ______________________________________________________________________
 NF1610  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 NF1610  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 NF1610  HORZ ORDER      -  FIRST
 NF1610
 NF1610.The horizontal coordinates were established by classical geodetic methods
 NF1610.and adjusted by the National Geodetic Survey in February 1997.
 NF1610
 NF1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1610
 NF1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1610.GEOID18 height accuracy estimate available here.
 NF1610
 NF1610.Click photographs - Photos may exist for this station.
 NF1610
 NF1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1610
 NF1610. The following values were computed from the NAD 83(1994) position.
 NF1610
 NF1610;                    North         East     Units Scale Factor Converg.
 NF1610;SPC MI S     -   149,508.357 3,913,964.894   MT  0.99990717   -0 42 58.6
 NF1610;SPC MI S     -   490,512.98 12,841,092.17   iFT  0.99990717   -0 42 58.6
 NF1610;UTM  16      - 4,744,386.139   629,181.124   MT  0.99980530   +1 04 30.2
 NF1610
 NF1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1610!SPC MI S     -   0.99996373  x   0.99990717  =   0.99987091
 NF1610!UTM  16      -   0.99996373  x   0.99980530  =   0.99976904
 NF1610
 NF1610:                Primary Azimuth Mark                     Grid Az
 NF1610:SPC MI S     -  DYGERT AZ MK 2                           274 21 46.8
 NF1610:UTM  16      -  DYGERT AZ MK 2                           272 34 18.0
 NF1610
 NF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2918144386(NAD 83)
 NF1610
 NF1610|---------------------------------------------------------------------|
 NF1610| PID    Reference Object                     Distance      Geod. Az  |
 NF1610|                                                           dddmmss.s |
 NF1610| NF1762 DYGERT RM 3                          25.981 METERS 03711     |
 NF1610| CG9999 DYGERT RM 1 AZIMUTH                                09908     |
 NF1610| CG9998 DYGERT AZ MK 2                                     2733848.2 |
 NF1610| NF1763 DYGERT RM 4                          26.320 METERS 31543     |
 NF1610| CH0186 DYGERT RM 2                          24.870 METERS 34719     |
 NF1610|---------------------------------------------------------------------|
 NF1610
 NF1610                          SUPERSEDED SURVEY CONTROL
 NF1610
 NF1610  NAD 83(1986)-  42 50 28.11417(N)    085 25 09.13453(W) AD(       ) 1
 NF1610  NAD 27      -  42 50 27.99579(N)    085 25 09.07410(W) AD(       ) 1
 NF1610  NGVD 29 (07/19/86)  265.1    (m)          870.     (f) VERT ANG       
 NF1610
 NF1610.Superseded values are not recommended for survey control.
 NF1610
 NF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1610.See file dsdata.pdf to determine how the superseded data were derived.
 NF1610
 NF1610_MARKER: DS = TRIANGULATION STATION DISK
 NF1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1610_STAMPING: DYGERT 1931
 NF1610_MARK LOGO: CGS
 NF1610_PROJECTION: PROJECTING 15 CENTIMETERS
 NF1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1610+STABILITY: SURFACE MOTION
 NF1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1610+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 NF1610
 NF1610  HISTORY     - Date     Condition        Report By
 NF1610  HISTORY     - 1931     MONUMENTED       CGS
 NF1610  HISTORY     - 1964     GOOD             CGS
 NF1610  HISTORY     - 1969     GOOD             CGS
 NF1610  HISTORY     - 1980     GOOD             MIDH
 NF1610  HISTORY     - 19840224 GOOD             NGS
 NF1610  HISTORY     - 19921219 GOOD             LOCENG
 NF1610  HISTORY     - 19940815 GOOD             LOCENG
 NF1610  HISTORY     - 19991009 GOOD             USPSQD
 NF1610  HISTORY     - 20030924 GOOD             INDIV
 NF1610
 NF1610                          STATION DESCRIPTION
 NF1610
 NF1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF1610'ABOUT 2 MILES WEST AND 1 MILE SOUTH OF ALTO AND 3 MILES EAST OF
 NF1610'ALASKA, ON SOUTH SIDE OF COUNTY ROUTE 456, ON LAND OWNED BY CHARLES
 NF1610'DYGERT.
 NF1610'
 NF1610'TO REACH FROM GRAND RAPIDS, FOLLOW ROUTE M-50 10 MILES TO CASCADE,
 NF1610'CONTINUE SOUTHEAST ON PAVEMENT 2 MILES TO COUTNY ROUTE 611 LEADING TO
 NF1610'RIGHT, TURN RIGHT AND GO 3.3 MILES TO ROUTE 456 LEADING EAST, AND
 NF1610'FOLLOW ROUTE 456 EAST 2-1/4 MILES TO STATION.
 NF1610'
 NF1610'STATION IS 35.10 METERS (115.2 FEET) SOUTH OF CENTER LINE OF ROUTE
 NF1610'456, AND 0.3 METER (1 FOOT) WEST OF NORTH-AND-SOUTH FENCE LINE.
 NF1610'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1610'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.
 NF1610'REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS IN CONCRETE, NOTE
 NF1610'11A.
 NF1610'
 NF1610'NO. 1 IS ON WEST SIDE OF WEST BOWNE ROAD, 8 METERS (26 FEET) WEST OF
 NF1610'CENTER LINE OF ROAD 0.3 METER (1 FOOT) EAST OF FENCE LINE, 0.1 MILE
 NF1610'SOUTH OF INTERSECTION OF WEST BOWNE ROAD AND COUNTY ROUTE 456, AND
 NF1610'APPROXIMATELY 1/2 MILE FROM STATION IN AZIMUTH 279 DEG 07 MIN 58 SEC.
 NF1610'
 NF1610'NO. 2 IS 0.5 METER (2 FEET) SOUTH OF EAST-AND-WEST FENCE LINE, 8
 NF1610'METERS (26 FEET) SOUTH OF ROUTE 456, 3.5 METERS (11FEET) WEST OF
 NF1610'NORTH-AND-SOUTH FENCE LINE, AND 24.87 METER (81.6 FEET) FROM STATION
 NF1610'IN AZIMUTH 167 DEG 19 MIN.
 NF1610
 NF1610                          STATION RECOVERY (1964)
 NF1610
 NF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1610'RECOVERED AS DESCRIBED.
 NF1610
 NF1610                          STATION RECOVERY (1969)
 NF1610
 NF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1610'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 NF1610'WHICH WAS USED AS AN AZIMUTH MARK IN 1931 HAS BEEN DESTROYED.
 NF1610'REFERENCE MARK 2 WAS SEARCHED FOR AND WAS NOT RECOVERED.  REFERENCE
 NF1610'MARKS 3 AND 4 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME.
 NF1610'FOLLOWING IS A NEW DESCRIPTION.
 NF1610'
 NF1610'THE STATION IS LOCATED NEAR THE NORTH CENTER OF SECTION 7, T. 5 N., R.
 NF1610'11 W. AND ON PROPERTY OF MR. PAUL KINYOU.  IT IS LOCATED ABOUT 9 MILES
 NF1610'NORTH-NORTHEAST OF MIDDLEVILLE, 6 MILES NORTHEAST OF CALEDONIA, 3
 NF1610'MILES EAST OF ALASKA AND 2-1/2 MILES SOUTH OF INTERSTATE HIGHWAY 96.
 NF1610'
 NF1610'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON
 NF1610'EAST MAIN STREET FOR 0.2 MILE TO A FORK.  BEAR LEFT AND GO NORTH ON
 NF1610'GRAND RAPIDS ROAD WHICH BECOMES WHITNEYVILLE ROAD SE FOR 3.85 MILES TO
 NF1610'THE KENT COUNTY LINE.  CONTINUE IN A NORTHERLY DIRECTION ON
 NF1610'WHITNEYVILLE ROAD SE FOR 2.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NF1610'IN AN EASTERLY DIRECTION ON 84TH STREET SE FOR 0.7 MILE TO A SIDE ROAD
 NF1610'LEFT. TURN LEFT AND GO NORTH ON MC CORDS AVENUE SE (GRAVELED) FOR 2.0
 NF1610'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON 68TH STREET SE
 NF1610'FOR 0.75 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 NF1610'ANGLE OF THE INTERSECTION.  CONTINUE EAST ON 68TH STREET SE FOR 0.5
 NF1610'MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 NF1610'
 NF1610'THE STATION MARK IS A STANDARD DISK STAMPED DYGERT 1931, SET IN THE
 NF1610'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1610'ABOVE THE GROUND.  IT IS 108 FEET SOUTH OF THE CENTER OF 68TH STREET
 NF1610'SE, 1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 NF1610'NORTH-SOUTH WIRE FENCE.  (NOTES 1A 7A)
 NF1610'
 NF1610'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DYGERT 1931 NO 3 1969, SET
 NF1610'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1610'INCHES ABOVE THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF 68TH
 NF1610'STREET SE, 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND ABOUT 2
 NF1610'FEET LOWER THAN THE STATION MARK.  (NOTE 11B)
 NF1610'
 NF1610'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DYGERT 1931 NO 4 1969, SET
 NF1610'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1610'INCHES ABOVE THE GROUND.  IT IS 45 FEET SOUTH OF THE CENTER OF 68TH
 NF1610'STREET SE AND 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 NF1610'(NOTE 11B)
 NF1610'
 NF1610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYGERT 1931 NO 2 1969, SET
 NF1610'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 NF1610'INCHES ABOVE THE GROUND.  IT IS 93 FEET WEST OF THE CENTER OF SNOW
 NF1610'AVENUE SE, 68 FEET NORTH OF THE CENTER OF 68TH STREET SE, 2.4 FEET
 NF1610'SOUTH OF TELEPHONE POLE NUMBER 651 AND 2 FEET NORTH-NORTHEAST OF A
 NF1610'METAL WITNESS POST.
 NF1610'
 NF1610'NO MEASUREMENTS BETWEEN THE RMS, DUE TO TREES ON LINE.
 NF1610'
 NF1610'HEIGHT OF LIGHT ABOVE STATION MARK 98.2 FEET.
 NF1610
 NF1610                          STATION RECOVERY (1980)
 NF1610
 NF1610'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1610'STATION, RM 3, RM 4 AND AZIMUTH 1969 2 FOUND IN GOOD CONDITION AS
 NF1610'DESCRIBED.
 NF1610'
 NF1610'STATION IS LISTED AS BEING IN R 11 W BUT SHOULD READ R 9 W.
 NF1610
 NF1610                          STATION RECOVERY (1984)
 NF1610
 NF1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF1610'STATION IS LOCATED IN QUAD. 420851, NEAR THE NORTH CENTER OF SECTION
 NF1610'7, T. 5 N., R. 11 W. AND ON PROPERTY OF MR. PAUL KINYOU.  IS IS ABOUT
 NF1610'14.5 KM (9.0 MI) NORTH-NORTHEAST OF MIDDLEVILLE, 9.65 KM (6.00 MI)
 NF1610'NORTHEAST OF CALEDONIA, 4.8 KM (3.0 MI) EAST OF ALASKA AND 4.0 KM
 NF1610'(2.5 MI) SOUTH FROM INTERSTATE HIGHWAY 96.
 NF1610'
 NF1610'TO REACH FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON EAST MAIN
 NF1610'STREET FOR 0.32 KM (0.20 MI) TO A FORK.  BEAR LEFT AND GO NORTH ON
 NF1610'GRAND RAPIDS ROAD WHICH BECOMES WHITNEYVILLE ROAD SE FOR 6.2 KM
 NF1610'(3.9 MI) TO THE KENT COUNTY LINE.  CONTINUE IN A NORTHERLY DIRECTION
 NF1610'ON WHITNEYVILLE ROAD SE FOR 4.7 KM (2.9 MI) TO A CROSSROAD.  TURN
 NF1610'RIGHT AND GO IN AN EASTERLY DIRECTION ON 84TH STREET SE FOR 1.1 KM
 NF1610'(0.7 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON MC CORDS
 NF1610'AVENUE SE, (GRAVELED), FOR 3.2 KM (2.0 MI) TO A SIDE ROAD RIGHT.  TURN
 NF1610'RIGHT AND GO EAST ON 68TH STREET SE FOR 1.2 KM (0.7 MI) TO A CROSSROAD
 NF1610'AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 NF1610'CONTINUE EAST ON 68TH STREET SE FOR 0.8 KM (0.5 MI) TO THE TOP OF A
 NF1610'HILL AND THE STATION ON THE RIGHT.
 NF1610'
 NF1610'THE STATION PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 32.92 M (108.01
 NF1610'FT) SOUTH FROM THE CENTER OF 68TH STREET SE, 0.45 M (1.48 FT) NORTH
 NF1610'FROM A MWP, AND 0.31 M (1.02 FT) WEST FROM A NORTH-SOUTH WIRE FENCE.
 NF1610'
 NF1610'THE AZIMUTH MARK WILL NO LONGER SEE THIS STATION WITHOUT AN EXCESSIVE
 NF1610'AMOUNT OF CLEARING AND THERE WAS NO SUITABLE LOCATION TO SET ANOTHER
 NF1610'ONE AT THIS TIME.  RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC
 NF1610'ADVISOR-MICHIGAN.
 NF1610
 NF1610                          STATION RECOVERY (1992)
 NF1610
 NF1610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1610'RECOVERED IN GOOD CONDITION.
 NF1610
 NF1610                          STATION RECOVERY (1994)
 NF1610
 NF1610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF1610'STATION IS LOCATED 0.5 MI (0.8 KM) WEST OF THE INTERSECTION OF 68TH
 NF1610'STREET AND MORSE LAKE AVENUE, NEAR THE NORTH 1/4 OF SECTION 7, T-5-N,
 NF1610'R-11-W.
 NF1610'
 NF1610'TO REACH FROM INTERSTATE HIGHWAY 96 AND ALDEN NASH AVENUE (EXIT 52)
 NF1610'TRAVEL SOUTH 1.5 MI (2.4 KM) TO 60TH STREET, GO WEST 2.0 MI (3.2 KM)
 NF1610'TO MORSE LAKE AVENUE.  THENCE SOUTH 1.0 MI (1.6 KM) TO 68TH STREET AND
 NF1610'THEN WEST 0.5 MI.THIS EXIT IS APPROXIMATELY 18.5 MI (29.8 KM)
 NF1610'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 196 AND INTERSTATE HIGHWAY 96
 NF1610'FROM DOWNTOWN GRAND RAPIDS.
 NF1610'
 NF1610'STATION IS A STANDARD DISK STAMPED DYGERT 1931, SET IN A 14 INCH
 NF1610'SQUARE CONCRETE MONUMENT, PROJECTING 6-INCHES ABOVE GROUND.  IT IS
 NF1610'108.0 FT (32.9 M) SOUTH OF CENTERLINE OF 68TH STREET, 1.5 FT (0.5 M)
 NF1610'NORTH OF METAL WITNESS POST, 12.0 FT (3.7 M) SOUTH OF A 36-INCH OAK
 NF1610'TREE AND 32.0 FT (9.8 M) NORTH FROM A 48-INCH OAK TREE.
 NF1610
 NF1610                          STATION RECOVERY (1999)
 NF1610
 NF1610'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1610'RECOVERED IN GOOD CONDITION.
 NF1610
 NF1610                          STATION RECOVERY (2003)
 NF1610
 NF1610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF1610'WITNESSES TO MARK -N 1/4 COR. SEC. 7,T5N, R9W N 00 06 11 W 106.22'
 NF1610'(32.28 M) C/L 36 IN. OAK SOUTH 14.0' (4.3 M) C/L 12 IN. HICKORY NORTH
 NF1610'23.4' (7.1 M) C/L 12 IN. HICKORY NE 22.8' (6.9 M) AZ MARK N38E 85.22'
 NF1610'(25.98 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0292 ***********************************************************************
 MC0292  DESIGNATION -  E
 MC0292  PID         -  MC0292
 MC0292  STATE/COUNTY-  MI/MONROE
 MC0292  COUNTRY     -  US
 MC0292  USGS QUAD   -  ERIE (2017)
 MC0292
 MC0292                         *CURRENT SURVEY CONTROL
 MC0292  ______________________________________________________________________
 MC0292* NAD 83(1986) POSITION- 41 49 49.4    (N) 083 26 54.6    (W)   HD_HELD2
 MC0292* NAVD 88 ORTHO HEIGHT -   177.156 (meters)      581.22  (feet) ADJUSTED
 MC0292  ______________________________________________________________________
 MC0292  GEOID HEIGHT    -        -35.327 (meters)                     GEOID18
 MC0292  DYNAMIC HEIGHT  -        177.091 (meters)      581.01  (feet) COMP
 MC0292  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 MC0292
 MC0292  VERT ORDER      -  FIRST     CLASS I
 MC0292
 MC0292.The horizontal coordinates were established by autonomous hand held GPS
 MC0292.observations and have an estimated accuracy of +/- 10 meters.
 MC0292
 MC0292.The orthometric height was determined by differential leveling and
 MC0292.adjusted by the NATIONAL GEODETIC SURVEY
 MC0292.in June 1991.
 MC0292
 MC0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0292.GEOID18 height accuracy estimate available here.
 MC0292
 MC0292.Click photographs - Photos may exist for this station.
 MC0292
 MC0292.The dynamic height is computed by dividing the NAVD 88
 MC0292.geopotential number by the normal gravity value computed on the
 MC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0292.degrees latitude (g = 980.6199 gals.).
 MC0292
 MC0292.The modeled gravity was interpolated from observed gravity values.
 MC0292
 MC0292;                    North         East    Units  Estimated Accuracy
 MC0292;SPC MI S     -    37,116.    4,076,277.      MT  (+/- 10 meters HH2 GPS)
 MC0292
 MC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9667633843(NAD 83)
 MC0292
 MC0292                          SUPERSEDED SURVEY CONTROL
 MC0292
 MC0292  NGVD 29 (??/??/92)  177.340  (m)          581.82   (f) ADJ UNCH    1 1
 MC0292
 MC0292.Superseded values are not recommended for survey control.
 MC0292
 MC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0292.See file dsdata.pdf to determine how the superseded data were derived.
 MC0292
 MC0292_MARKER: Q = CHISELED SQUARE
 MC0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0292_SP_SET: ABUTMENT
 MC0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0292+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2011
 MC0292
 MC0292  HISTORY     - Date     Condition        Report By
 MC0292  HISTORY     - 1899     MONUMENTED       CGS
 MC0292  HISTORY     - 1968     GOOD             CGS
 MC0292  HISTORY     - 1973     GOOD             NGS
 MC0292  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0292  HISTORY     - 20070821 GOOD             WARNKE
 MC0292  HISTORY     - 20111102 GOOD             GEOCAC
 MC0292  HISTORY     - 20150620 GOOD             SPICE
 MC0292
 MC0292                          STATION DESCRIPTION
 MC0292
 MC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0292'6.5 MI SW FROM MONROE.
 MC0292'ABOUT 6.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0292'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 7 1/2 RAILS
 MC0292'SOUTHWEST OF THE CROSSING OF KELLY ROAD, A 1-INCH SQUARE HOLE IN
 MC0292'THE TOP OF THE EAST CORNER OF THE SOUTHEAST END OF THE SOUTHWEST
 MC0292'STONE ABUTMENT FOR A 20-FOOT BRIDGE OVER MUDDY CREEK, 11.5 FEET
 MC0292'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHBOUND TRACK, 0.7
 MC0292'FOOT WEST OF THE EAST CORNER OF THE ABUTMENT, 4 FEET BELOW THE
 MC0292'LEVEL OF THE TRACK AND SURROUNDED BY THE LETTERING USC AND GS
 MC0292'CUT IN THE STONE.
 MC0292
 MC0292                          STATION RECOVERY (1973)
 MC0292
 MC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0292'RECOVERED IN GOOD CONDITION.
 MC0292
 MC0292                          STATION RECOVERY (1983)
 MC0292
 MC0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0292'MARK NOT FOUND.
 MC0292
 MC0292                          STATION RECOVERY (2007)
 MC0292
 MC0292'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0292'THE STATION IS LOCATED IN LASALLE TOWNSHIP 2.2 MILES SE'LY FROM MASON
 MC0292'NORTH ELEMENTARY SCHOOL. 2.5 MILES S'LY FROM LASALLE TOWNSHIP HALL
 MC0292'2.7 MILES NE'LY FROM MASON CONSOLIDATED SCHOOLS.
 MC0292'
 MC0292'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH DIXIE HWY AND
 MC0292'KELLY RD HEAD SE'LY ON KELLY RD. PASSING LAGINESS RD. ON THE LEFT AT
 MC0292'0.6 MILE CONTINUING FOR A TOTAL OF 1.3 MILES TO FIRST SET OF RAILROAD
 MC0292'TRACKS. TURN RIGHT(SW)AND WALK 330 FEET TO A RAILROAD BRIDGE OVER
 MC0292'WHITEWOOD DRAIN.
 MC0292'
 MC0292'THE STATION IS A FOUND 1 INCH SQUARE BOX CUT 1/4 INCH DEEP IN TOP OF
 MC0292'E'LY CORNER OF SW STONE ABUTMENT FOR RAILROAD BRIDGE.
 MC0292'S33W 5.7' TO STEEL POST WITH 'BURIED COMMUNICATION CABLE' SIGN.
 MC0292'N45W 11.4' TO CENTER OF SE RAIL OF NW'LY MOST RR TRACKS.
 MC0292'S05W 41.6' TO N'LY FACE TELEGRAPH POLE. N25E 163.3' TO STEEL SIGN POST
 MC0292''W'ON THE NW SIDE OF NW'LY MOST RR TRACKS.
 MC0292
 MC0292                          STATION RECOVERY (2011)
 MC0292
 MC0292'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 MC0292'RECOVERED AS DESCRIBED.
 MC0292
 MC0292                          STATION RECOVERY (2015)
 MC0292
 MC0292'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2015 (ESB)
 MC0292'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0079 ***********************************************************************
 NF0079  DESIGNATION -  E
 NF0079  PID         -  NF0079
 NF0079  STATE/COUNTY-  MI/INGHAM
 NF0079  COUNTRY     -  US
 NF0079  USGS QUAD   -  EAST LANSING (2017)
 NF0079
 NF0079                         *CURRENT SURVEY CONTROL
 NF0079  ______________________________________________________________________
 NF0079* NAD 83(1986) POSITION- 42 42 16.     (N) 084 28 19.     (W)   SCALED
 NF0079* NAVD 88 ORTHO HEIGHT -   265.57  (+/-2cm)      871.3   (feet) VERTCON3
 NF0079  ______________________________________________________________________
 NF0079  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 NF0079  VERT ORDER      -  ? (See Below)
 NF0079
 NF0079.The horizontal coordinates were scaled from a map and have
 NF0079.an estimated accuracy of +/- 6 seconds.
 NF0079
 NF0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0079
 NF0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0079.GEOID18 height accuracy estimate available here.
 NF0079
 NF0079.The vertical order pertains to the NGVD 29 superseded value.
 NF0079
 NF0079.Click photographs - Photos may exist for this station.
 NF0079
 NF0079;                    North         East    Units  Estimated Accuracy
 NF0079;SPC MI S     -   133,790.    3,991,380.      MT  (+/- 180 meters Scaled)
 NF0079
 NF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN070310(NAD 83)
 NF0079
 NF0079                          SUPERSEDED SURVEY CONTROL
 NF0079
 NF0079  NGVD 29 (??/??/92)  265.705  (m)          871.73   (f) ADJ UNCH       
 NF0079
 NF0079.Superseded values are not recommended for survey control.
 NF0079
 NF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0079.See file dsdata.pdf to determine how the superseded data were derived.
 NF0079
 NF0079_MARKER: DD = SURVEY DISK
 NF0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0079_STAMPING: E
 NF0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0079+STABILITY: SURFACE MOTION
 NF0079
 NF0079  HISTORY     - Date     Condition        Report By
 NF0079  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0079  HISTORY     - 1932     GOOD             MISCOL
 NF0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0079  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0079
 NF0079                          STATION DESCRIPTION
 NF0079
 NF0079'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0079'AT EAST LANSING.
 NF0079'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0079'FARM, 1/2 MILE SOUTH OF BENCH MARK D, DESCRIBED ABOVE, AT A
 NF0079'ROAD INTERSECTION, 44 FEET WEST OF A POINT 2 FEET SOUTH OF A
 NF0079'24-INCH ELM TREE IN THE NORTHWEST CORNER OF THE INTERSECTION,
 NF0079'AND 52.6 FEET WEST OF A POINT 4 FEET SOUTH OF A CORNER FENCE
 NF0079'POST.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED E AND
 NF0079'SET IN THE TOP OF A CONCRETE POST.
 NF0079
 NF0079                          STATION RECOVERY (1978)
 NF0079
 NF0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0079'MARK NOT FOUND.
 NF0079
 NF0079                          STATION RECOVERY (1989)
 NF0079
 NF0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0111 ***********************************************************************
 OJ0111  DESIGNATION -  E 100
 OJ0111  PID         -  OJ0111
 OJ0111  STATE/COUNTY-  MI/SANILAC
 OJ0111  COUNTRY     -  US
 OJ0111  USGS QUAD   -  BROWN CITY (2017)
 OJ0111
 OJ0111                         *CURRENT SURVEY CONTROL
 OJ0111  ______________________________________________________________________
 OJ0111* NAD 83(1986) POSITION- 43 10 57.93   (N) 082 52 43.55   (W)   HD_HELD1
 OJ0111* NAVD 88 ORTHO HEIGHT -   245.933 (meters)      806.87  (feet) ADJUSTED
 OJ0111  ______________________________________________________________________
 OJ0111  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 OJ0111  DYNAMIC HEIGHT  -        245.877 (meters)      806.68  (feet) COMP
 OJ0111  MODELED GRAVITY -    980,385.4   (mgal)                       NAVD 88
 OJ0111
 OJ0111  VERT ORDER      -  SECOND    CLASS 0
 OJ0111
 OJ0111.The horizontal coordinates were determined by differentially corrected
 OJ0111.hand held GPS observations or other comparable positioning techniques
 OJ0111.and have an estimated accuracy of +/- 3 meters.
 OJ0111
 OJ0111.The orthometric height was determined by differential leveling and
 OJ0111.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0111.in June 1991.
 OJ0111
 OJ0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0111.GEOID18 height accuracy estimate available here.
 OJ0111
 OJ0111.Click photographs - Photos may exist for this station.
 OJ0111
 OJ0111.The dynamic height is computed by dividing the NAVD 88
 OJ0111.geopotential number by the normal gravity value computed on the
 OJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0111.degrees latitude (g = 980.6199 gals.).
 OJ0111
 OJ0111.The modeled gravity was interpolated from observed gravity values.
 OJ0111
 OJ0111;                    North         East    Units  Estimated Accuracy
 OJ0111;SPC MI S     -   187,987.0   4,120,948.9     MT  (+/- 3 meters HH1 GPS) 
 OJ0111
 OJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4731782823(NAD 83)
 OJ0111
 OJ0111                          SUPERSEDED SURVEY CONTROL
 OJ0111
 OJ0111  NGVD 29 (??/??/92)  246.056  (m)          807.27   (f) ADJ UNCH    2 0
 OJ0111
 OJ0111.Superseded values are not recommended for survey control.
 OJ0111
 OJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0111.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0111
 OJ0111_MARKER: DB = BENCH MARK DISK
 OJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0111_STAMPING: E 100 1934
 OJ0111_MARK LOGO: CGS
 OJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0111+STABILITY: SURFACE MOTION
 OJ0111
 OJ0111  HISTORY     - Date     Condition        Report By
 OJ0111  HISTORY     - 1934     MONUMENTED       CGS
 OJ0111  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0111
 OJ0111                          STATION DESCRIPTION
 OJ0111
 OJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0111'0.6 MI W FROM MELVIN.
 OJ0111'0.6 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0111'STATION AT MELVIN, SANILAC COUNTY, AT A GRAVEL-ROAD CROSSING,
 OJ0111'26 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE
 OJ0111'SOUTH RAIL, 5.8 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET
 OJ0111'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 100 1934 AND
 OJ0111'SET IN THE TOP OF A CONCRETE POST.
 OJ0111
 OJ0111                          STATION RECOVERY (1994)
 OJ0111
 OJ0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0091 ***********************************************************************
 OJ0091  DESIGNATION -  E 102
 OJ0091  PID         -  OJ0091
 OJ0091  STATE/COUNTY-  MI/SANILAC
 OJ0091  COUNTRY     -  US
 OJ0091  USGS QUAD   -  SANDUSKY (2017)
 OJ0091
 OJ0091                         *CURRENT SURVEY CONTROL
 OJ0091  ______________________________________________________________________
 OJ0091* NAD 83(1986) POSITION- 43 25 17.     (N) 082 49 50.     (W)   SCALED
 OJ0091* NAVD 88 ORTHO HEIGHT -   235.773 (meters)      773.53  (feet) ADJUSTED
 OJ0091  ______________________________________________________________________
 OJ0091  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 OJ0091  DYNAMIC HEIGHT  -        235.726 (meters)      773.38  (feet) COMP
 OJ0091  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 OJ0091  OBS GRAVITY     -    980,413.8   (mgal)                       GRAV_OBS
 OJ0091
 OJ0091  VERT ORDER      -  SECOND    CLASS 0
 OJ0091
 OJ0091.The horizontal coordinates were scaled from a map and have
 OJ0091.an estimated accuracy of +/- 6 seconds.
 OJ0091
 OJ0091.The orthometric height was determined by differential leveling and
 OJ0091.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0091.in June 1991.
 OJ0091
 OJ0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0091.GEOID18 height accuracy estimate available here.
 OJ0091
 OJ0091.Click photographs - Photos may exist for this station.
 OJ0091
 OJ0091.The dynamic height is computed by dividing the NAVD 88
 OJ0091.geopotential number by the normal gravity value computed on the
 OJ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0091.degrees latitude (g = 980.6199 gals.).
 OJ0091
 OJ0091.The modeled gravity was interpolated from observed gravity values.
 OJ0091
 OJ0091.The observed gravity was obtained from relative gravimeter ties
 OJ0091.to the IGSN71 gravity network.
 OJ0091
 OJ0091;                    North         East    Units  Estimated Accuracy
 OJ0091;SPC MI S     -   214,560.    4,124,380.      MT  (+/- 180 meters Scaled)
 OJ0091
 OJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ518092(NAD 83)
 OJ0091
 OJ0091                          SUPERSEDED SURVEY CONTROL
 OJ0091
 OJ0091  NGVD 29 (??/??/92)  235.895  (m)          773.93   (f) ADJ UNCH    2 0
 OJ0091
 OJ0091.Superseded values are not recommended for survey control.
 OJ0091
 OJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0091.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0091
 OJ0091_MARKER: DB = BENCH MARK DISK
 OJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0091_STAMPING: E 102 1934
 OJ0091_MARK LOGO: CGS
 OJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0091+STABILITY: SURFACE MOTION
 OJ0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0091+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2018
 OJ0091
 OJ0091  HISTORY     - Date     Condition        Report By
 OJ0091  HISTORY     - 1934     MONUMENTED       CGS
 OJ0091  HISTORY     - 1938     GOOD             CGS
 OJ0091  HISTORY     - 19940717 GOOD             USPSQD
 OJ0091  HISTORY     - 20180501 GOOD             MUXLOW
 OJ0091
 OJ0091                          STATION DESCRIPTION
 OJ0091
 OJ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OJ0091'AT SANDUSKY.
 OJ0091'AT SANDUSKY, SANILAC COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 OJ0091'46 AT THE COUNTY ROAD TO MC GREGOR, IN THE SOUTHEAST CORNER
 OJ0091'OF THE GROUNDS OF THE COUNTY COURTHOUSE, 56.5 FEET NORTH OF THE
 OJ0091'CENTERLINE OF THE HIGHWAY, 36.4 FEET WEST OF THE CENTERLINE OF
 OJ0091'THE ROAD, 2.2 FEET WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK
 OJ0091'OF THE COUNTY ROAD, AND 3 INCHES HIGHER THAN THE SIDEWALK.  A
 OJ0091'STANDARD DISK, STAMPED E 102 1934 AND SET IN THE TOP OF A
 OJ0091'CONCRETE POST.
 OJ0091
 OJ0091                          STATION RECOVERY (1994)
 OJ0091
 OJ0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0091'RECOVERED IN GOOD CONDITION.
 OJ0091
 OJ0091                          STATION RECOVERY (2018)
 OJ0091
 OJ0091'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2018 (RM)
 OJ0091'LIMITED GPS AVAILABILITY DURING LEAF-ON CONDITIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0052 ***********************************************************************
 OK0052  DESIGNATION -  E 103
 OK0052  PID         -  OK0052
 OK0052  STATE/COUNTY-  MI/GRATIOT
 OK0052  COUNTRY     -  US
 OK0052  USGS QUAD   -  ASHLEY (2017)
 OK0052
 OK0052                         *CURRENT SURVEY CONTROL
 OK0052  ______________________________________________________________________
 OK0052* NAD 83(1986) POSITION- 43 11 14.     (N) 084 28 31.     (W)   SCALED
 OK0052* NAVD 88 ORTHO HEIGHT -   204.194 (meters)      669.93  (feet) ADJUSTED
 OK0052  ______________________________________________________________________
 OK0052  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 OK0052  DYNAMIC HEIGHT  -        204.154 (meters)      669.80  (feet) COMP
 OK0052  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 OK0052
 OK0052  VERT ORDER      -  SECOND    CLASS 0
 OK0052
 OK0052.The horizontal coordinates were scaled from a map and have
 OK0052.an estimated accuracy of +/- 6 seconds.
 OK0052
 OK0052.The orthometric height was determined by differential leveling and
 OK0052.adjusted by the NATIONAL GEODETIC SURVEY
 OK0052.in June 1991.
 OK0052
 OK0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0052.GEOID18 height accuracy estimate available here.
 OK0052
 OK0052.Click photographs - Photos may exist for this station.
 OK0052
 OK0052.The dynamic height is computed by dividing the NAVD 88
 OK0052.geopotential number by the normal gravity value computed on the
 OK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0052.degrees latitude (g = 980.6199 gals.).
 OK0052
 OK0052.The modeled gravity was interpolated from observed gravity values.
 OK0052
 OK0052;                    North         East    Units  Estimated Accuracy
 OK0052;SPC MI S     -   187,420.    3,991,170.      MT  (+/- 180 meters Scaled)
 OK0052
 OK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051847(NAD 83)
 OK0052
 OK0052                          SUPERSEDED SURVEY CONTROL
 OK0052
 OK0052  NGVD 29 (??/??/92)  204.359  (m)          670.47   (f) ADJ UNCH    2 0
 OK0052
 OK0052.Superseded values are not recommended for survey control.
 OK0052
 OK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0052.See file dsdata.pdf to determine how the superseded data were derived.
 OK0052
 OK0052_MARKER: DB = BENCH MARK DISK
 OK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0052_STAMPING: E 103 1934
 OK0052_MARK LOGO: CGS
 OK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0052+STABILITY: SURFACE MOTION
 OK0052
 OK0052  HISTORY     - Date     Condition        Report By
 OK0052  HISTORY     - 1934     MONUMENTED       CGS
 OK0052  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0052  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0052  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0052  HISTORY     - 20180604 MARK NOT FOUND   MIDT
 OK0052
 OK0052                          STATION DESCRIPTION
 OK0052
 OK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0052'AT ASHLEY.
 OK0052'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 17 YARDS
 OK0052'NORTHEAST OF THE NORTH END OF THE STATION, AT THE JUNCTION OF THE
 OK0052'GRAND TRUNK RAILWAY, 45 YARDS SOUTHEAST OF A ROAD CROSSING, 10
 OK0052'YARDS NORTH OF THE NORTH RAIL OF THE ANN ARBOR RAILROAD, AND
 OK0052'LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED E 103 1934
 OK0052'AND SET IN THE TOP OF A CONCRETE POST.
 OK0052
 OK0052                          STATION RECOVERY (1964)
 OK0052
 OK0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0052'MARK NOT FOUND.
 OK0052
 OK0052                          STATION RECOVERY (1992)
 OK0052
 OK0052'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0052'MARK NOT FOUND.
 OK0052
 OK0052                          STATION RECOVERY (2001)
 OK0052
 OK0052'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0052'MARK NOT FOUND.
 OK0052
 OK0052                          STATION RECOVERY (2018)
 OK0052
 OK0052'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 OK0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0016 ***********************************************************************
 NF0016  DESIGNATION -  E 104
 NF0016  PID         -  NF0016
 NF0016  STATE/COUNTY-  MI/INGHAM
 NF0016  COUNTRY     -  US
 NF0016  USGS QUAD   -  DANSVILLE (2017)
 NF0016
 NF0016                         *CURRENT SURVEY CONTROL
 NF0016  ______________________________________________________________________
 NF0016* NAD 83(1986) POSITION- 42 36 04.     (N) 084 16 17.     (W)   SCALED
 NF0016* NAVD 88 ORTHO HEIGHT -   272.373 (meters)      893.61  (feet) ADJUSTED
 NF0016  ______________________________________________________________________
 NF0016  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 NF0016  DYNAMIC HEIGHT  -        272.294 (meters)      893.35  (feet) COMP
 NF0016  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 NF0016
 NF0016  VERT ORDER      -  SECOND    CLASS 0
 NF0016
 NF0016.The horizontal coordinates were scaled from a map and have
 NF0016.an estimated accuracy of +/- 6 seconds.
 NF0016
 NF0016.The orthometric height was determined by differential leveling and
 NF0016.adjusted by the NATIONAL GEODETIC SURVEY
 NF0016.in June 1991.
 NF0016
 NF0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0016.GEOID18 height accuracy estimate available here.
 NF0016
 NF0016.Click photographs - Photos may exist for this station.
 NF0016
 NF0016.The dynamic height is computed by dividing the NAVD 88
 NF0016.geopotential number by the normal gravity value computed on the
 NF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0016.degrees latitude (g = 980.6199 gals.).
 NF0016
 NF0016.The modeled gravity was interpolated from observed gravity values.
 NF0016
 NF0016;                    North         East    Units  Estimated Accuracy
 NF0016;SPC MI S     -   122,310.    4,007,820.      MT  (+/- 180 meters Scaled)
 NF0016
 NF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN238201(NAD 83)
 NF0016
 NF0016                          SUPERSEDED SURVEY CONTROL
 NF0016
 NF0016  NGVD 29 (??/??/92)  272.501  (m)          894.03   (f) ADJ UNCH    2 0
 NF0016
 NF0016.Superseded values are not recommended for survey control.
 NF0016
 NF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0016.See file dsdata.pdf to determine how the superseded data were derived.
 NF0016
 NF0016_MARKER: DB = BENCH MARK DISK
 NF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0016_STAMPING: E 104 1934
 NF0016_MARK LOGO: CGS
 NF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0016+STABILITY: SURFACE MOTION
 NF0016
 NF0016  HISTORY     - Date     Condition        Report By
 NF0016  HISTORY     - 1934     MONUMENTED       CGS
 NF0016  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0016  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0016
 NF0016                          STATION DESCRIPTION
 NF0016
 NF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0016'11.8 MI E FROM MASON.
 NF0016'11.8 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0016'AT MASON, INGHAM COUNTY, 0.4 MILE EAST OF THE JUNCTION OF COUNTY
 NF0016'HIGHWAY 497, 23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF0016'TOM GILLAM FARMHOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE
 NF0016'HIGHWAY, AND 3.3 FEET NORTH OF THE NORTHWEST CORNER OF AN
 NF0016'APPLE ORCHARD FENCE.  A STANDARD DISK, STAMPED E 104 1934 AND
 NF0016'SET IN THE TOP OF A CONCRETE POST.
 NF0016
 NF0016                          STATION RECOVERY (1977)
 NF0016
 NF0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0016'MARK NOT FOUND.
 NF0016
 NF0016                          STATION RECOVERY (2003)
 NF0016
 NF0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0729 ***********************************************************************
 NE0729  DESIGNATION -  E 106
 NE0729  PID         -  NE0729
 NE0729  STATE/COUNTY-  MI/LIVINGSTON
 NE0729  COUNTRY     -  US
 NE0729  USGS QUAD   -  SOUTH LYON (2017)
 NE0729
 NE0729                         *CURRENT SURVEY CONTROL
 NE0729  ______________________________________________________________________
 NE0729* NAD 83(1986) POSITION- 42 26 22.     (N) 083 44 43.     (W)   SCALED
 NE0729* NAVD 88 ORTHO HEIGHT -   278.693 (meters)      914.35  (feet) ADJUSTED
 NE0729  ______________________________________________________________________
 NE0729  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 NE0729  DYNAMIC HEIGHT  -        278.614 (meters)      914.09  (feet) COMP
 NE0729  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 NE0729
 NE0729  VERT ORDER      -  SECOND    CLASS 0
 NE0729
 NE0729.The horizontal coordinates were scaled from a map and have
 NE0729.an estimated accuracy of +/- 6 seconds.
 NE0729
 NE0729.The orthometric height was determined by differential leveling and
 NE0729.adjusted by the NATIONAL GEODETIC SURVEY
 NE0729.in June 1991.
 NE0729
 NE0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0729.GEOID18 height accuracy estimate available here.
 NE0729
 NE0729.Click photographs - Photos may exist for this station.
 NE0729
 NE0729.The dynamic height is computed by dividing the NAVD 88
 NE0729.geopotential number by the normal gravity value computed on the
 NE0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0729.degrees latitude (g = 980.6199 gals.).
 NE0729
 NE0729.The modeled gravity was interpolated from observed gravity values.
 NE0729
 NE0729;                    North         East    Units  Estimated Accuracy
 NE0729;SPC MI S     -   104,540.    4,051,120.      MT  (+/- 180 meters Scaled)
 NE0729
 NE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH742022(NAD 83)
 NE0729
 NE0729                          SUPERSEDED SURVEY CONTROL
 NE0729
 NE0729  NGVD 29 (??/??/92)  278.813  (m)          914.74   (f) ADJ UNCH    2 0
 NE0729
 NE0729.Superseded values are not recommended for survey control.
 NE0729
 NE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0729.See file dsdata.pdf to determine how the superseded data were derived.
 NE0729
 NE0729_MARKER: DB = BENCH MARK DISK
 NE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0729_STAMPING: E 106 1934
 NE0729_MARK LOGO: CGS
 NE0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0729+STABILITY: SURFACE MOTION
 NE0729
 NE0729  HISTORY     - Date     Condition        Report By
 NE0729  HISTORY     - 1934     MONUMENTED       CGS
 NE0729  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0729  HISTORY     - 19990303 MARK NOT FOUND   USPSQD
 NE0729  HISTORY     - 20061220 MARK NOT FOUND   INDIV
 NE0729
 NE0729                          STATION DESCRIPTION
 NE0729
 NE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0729'5.5 MI W FROM SOUTH LYON.
 NE0729'IN LIVINGSTON COUNTY, 5.5 MILES WEST ALONG THE GRAND TRUNK
 NE0729'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0729'AT WHITMORE BEACH, 0.6 MILE EAST OF A HIGHWAY OVERHEAD BRIDGE
 NE0729'AT A ROAD CROSSING, 10 YARDS NORTHWEST OF THE CROSSING OF THE
 NE0729'CENTERLINE OF THE ROAD WITH THE NORTH RAIL, 24 FEET NORTH OF
 NE0729'THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NE0729'A STANDARD DISK, STAMPED E 106 1934 AND SET IN THE TOP OF A CONCRETE
 NE0729'POST.  NOTE-- SOME GRADING HAS BEEN DONE IN THE AREA.
 NE0729
 NE0729                          STATION RECOVERY (1963)
 NE0729
 NE0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0729'MARK NOT FOUND.
 NE0729
 NE0729                          STATION RECOVERY (1999)
 NE0729
 NE0729'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0729'MARK NOT FOUND.
 NE0729
 NE0729                          STATION RECOVERY (2006)
 NE0729
 NE0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0399 ***********************************************************************
 NE0399  DESIGNATION -  E 107
 NE0399  PID         -  NE0399
 NE0399  STATE/COUNTY-  MI/OAKLAND
 NE0399  COUNTRY     -  US
 NE0399  USGS QUAD   -  UTICA (2017)
 NE0399
 NE0399                         *CURRENT SURVEY CONTROL
 NE0399  ______________________________________________________________________
 NE0399* NAD 83(1986) POSITION- 42 40 55.     (N) 083 06 54.     (W)   SCALED
 NE0399* NAVD 88 ORTHO HEIGHT -   215.135 (meters)      705.82  (feet) ADJUSTED
 NE0399  ______________________________________________________________________
 NE0399  GEOID HEIGHT    -        -34.672 (meters)                     GEOID18
 NE0399  DYNAMIC HEIGHT  -        215.070 (meters)      705.61  (feet) COMP
 NE0399  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 NE0399
 NE0399  VERT ORDER      -  SECOND    CLASS 0
 NE0399
 NE0399.The horizontal coordinates were scaled from a map and have
 NE0399.an estimated accuracy of +/- 6 seconds.
 NE0399
 NE0399.The orthometric height was determined by differential leveling and
 NE0399.adjusted by the NATIONAL GEODETIC SURVEY
 NE0399.in June 1991.
 NE0399
 NE0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0399.GEOID18 height accuracy estimate available here.
 NE0399
 NE0399.Click photographs - Photos may exist for this station.
 NE0399
 NE0399.The dynamic height is computed by dividing the NAVD 88
 NE0399.geopotential number by the normal gravity value computed on the
 NE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0399.degrees latitude (g = 980.6199 gals.).
 NE0399
 NE0399.The modeled gravity was interpolated from observed gravity values.
 NE0399
 NE0399;                    North         East    Units  Estimated Accuracy
 NE0399;SPC MI S     -   132,050.    4,102,570.      MT  (+/- 180 meters Scaled)
 NE0399
 NE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH267276(NAD 83)
 NE0399
 NE0399                          SUPERSEDED SURVEY CONTROL
 NE0399
 NE0399  NGVD 29 (??/??/92)  215.281  (m)          706.30   (f) ADJ UNCH    2 0
 NE0399
 NE0399.Superseded values are not recommended for survey control.
 NE0399
 NE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0399.See file dsdata.pdf to determine how the superseded data were derived.
 NE0399
 NE0399_MARKER: DB = BENCH MARK DISK
 NE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0399_STAMPING: E 107 1934
 NE0399_MARK LOGO: CGS
 NE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0399+STABILITY: SURFACE MOTION
 NE0399
 NE0399  HISTORY     - Date     Condition        Report By
 NE0399  HISTORY     - 1934     MONUMENTED       CGS
 NE0399  HISTORY     - 1940     GOOD             CGS
 NE0399  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0399
 NE0399                          STATION DESCRIPTION
 NE0399
 NE0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0399'1.2 MI E FROM ROCHESTER.
 NE0399'1.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0399'STATION AT ROCHESTER, OAKLAND COUNTY, AT THE JUNCTION OF THE
 NE0399'MICHIGAN CENTRAL RAILROAD, 36 YARDS NORTHEAST OF THE NORTHEAST
 NE0399'CORNER OF THE STATION AT ROCHESTER JUNCTION, 42 YARDS SOUTH OF A
 NE0399'GRAND TRUNK WESTERN RAILWAY SEMAPHORE, 76 FEET NORTH OF THE
 NE0399'NORTH RAIL OF THE MICHIGAN CENTRAL RAILROAD, 13.1 FEET SOUTHEAST
 NE0399'OF THE SOUTHEAST RAIL OF THE GRAND TRUNK WESTERN RAILWAY, AND
 NE0399'ABOUT 4 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0399'STAMPED E 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0399
 NE0399                          STATION RECOVERY (1999)
 NE0399
 NE0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0661 ***********************************************************************
 NE0661  DESIGNATION -  E 108
 NE0661  PID         -  NE0661
 NE0661  STATE/COUNTY-  MI/WASHTENAW
 NE0661  COUNTRY     -  US
 NE0661  USGS QUAD   -  YPSILANTI WEST (2017)
 NE0661
 NE0661                         *CURRENT SURVEY CONTROL
 NE0661  ______________________________________________________________________
 NE0661* NAD 83(1986) POSITION- 42 10 56.     (N) 083 42 51.     (W)   SCALED
 NE0661* NAVD 88 ORTHO HEIGHT -   251.452 (meters)      824.97  (feet) ADJUSTED
 NE0661  ______________________________________________________________________
 NE0661  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 NE0661  DYNAMIC HEIGHT  -        251.370 (meters)      824.70  (feet) COMP
 NE0661  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 NE0661
 NE0661  VERT ORDER      -  SECOND    CLASS 0
 NE0661
 NE0661.The horizontal coordinates were scaled from a map and have
 NE0661.an estimated accuracy of +/- 6 seconds.
 NE0661
 NE0661.The orthometric height was determined by differential leveling and
 NE0661.adjusted by the NATIONAL GEODETIC SURVEY
 NE0661.in June 1991.
 NE0661
 NE0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0661.GEOID18 height accuracy estimate available here.
 NE0661
 NE0661.Click photographs - Photos may exist for this station.
 NE0661
 NE0661.The dynamic height is computed by dividing the NAVD 88
 NE0661.geopotential number by the normal gravity value computed on the
 NE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0661.degrees latitude (g = 980.6199 gals.).
 NE0661
 NE0661.The modeled gravity was interpolated from observed gravity values.
 NE0661
 NE0661;                    North         East    Units  Estimated Accuracy
 NE0661;SPC MI S     -    75,990.    4,053,900.      MT  (+/- 180 meters Scaled)
 NE0661
 NE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758735(NAD 83)
 NE0661
 NE0661                          SUPERSEDED SURVEY CONTROL
 NE0661
 NE0661  NGVD 29 (??/??/92)  251.572  (m)          825.37   (f) ADJ UNCH    2 0
 NE0661
 NE0661.Superseded values are not recommended for survey control.
 NE0661
 NE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0661.See file dsdata.pdf to determine how the superseded data were derived.
 NE0661
 NE0661_MARKER: DB = BENCH MARK DISK
 NE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0661_STAMPING: E 108 1934
 NE0661_MARK LOGO: CGS
 NE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0661+STABILITY: SURFACE MOTION
 NE0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0661+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 NE0661
 NE0661  HISTORY     - Date     Condition        Report By
 NE0661  HISTORY     - 1934     MONUMENTED       CGS
 NE0661  HISTORY     - 1941     GOOD             CGS
 NE0661  HISTORY     - 20050521 GOOD             USPSQD
 NE0661  HISTORY     - 20060524 GOOD             MANNIK
 NE0661  HISTORY     - 20060526 GOOD             INDIV
 NE0661  HISTORY     - 20120206 GOOD             ADVGEO
 NE0661
 NE0661                          STATION DESCRIPTION
 NE0661
 NE0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0661'2 MI S FROM PITTSFIELD.
 NE0661'2.0 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0661'AT PITTSFIELD, WASHTENAW COUNTY, 33 YARDS NORTH OF A CONCRETE
 NE0661'SIGNAL CABLE WELL, 23.6 FEET NORTHEAST OF THE CROSSING OF THE
 NE0661'EAST RAIL AND THE CENTERLINE OF A PRIVATE DIRT ROAD, 13.8 FEET
 NE0661'NORTH OF THE CENTERLINE OF THE ROAD, 18.5 FEET EAST OF THE
 NE0661'EAST RAIL, 2.4 FEET WEST OF A WIRE FENCE, AND ABOUT 2 FEET
 NE0661'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E
 NE0661'108 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0661'MARK IS ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  IT IS
 NE0661'0.4 MILE SOUTHEAST AND SOUTH ALONG THE TRACK FROM THE CROSSING
 NE0661'OF WARNER ROAD, 3/4 MILE NORTH FROM THE CROSSING OF BEMIS ROAD.
 NE0661'IT CAN BE REACHED BY A LANE FROM THE FARMYARD 1/4 MILE WEST ON
 NE0661'WARNER ROAD.
 NE0661
 NE0661                          STATION RECOVERY (2005)
 NE0661
 NE0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0661'RECOVERED IN GOOD CONDITION.
 NE0661
 NE0661                          STATION RECOVERY (2006)
 NE0661
 NE0661'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0661'RECOVERED IN GOOD CONDITION.
 NE0661
 NE0661                          STATION RECOVERY (2006)
 NE0661
 NE0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SPE)
 NE0661'RECOVERED AS DESCRIBED
 NE0661
 NE0661                          STATION RECOVERY (2012)
 NE0661
 NE0661'RECOVERY NOTE BY ADVANCED GEOMATICS 2012
 NE0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0150 ***********************************************************************
 NF0150  DESIGNATION -  E 109
 NF0150  PID         -  NF0150
 NF0150  STATE/COUNTY-  MI/JACKSON
 NF0150  COUNTRY     -  US
 NF0150  USGS QUAD   -  MICHIGAN CENTER (2017)
 NF0150
 NF0150                         *CURRENT SURVEY CONTROL
 NF0150  ______________________________________________________________________
 NF0150* NAD 83(2011) POSITION- 42 11 48.59766(N) 084 21 54.39975(W)   ADJUSTED
 NF0150* NAD 83(2011) ELLIP HT-   259.025 (meters)        (06/27/12)   ADJUSTED
 NF0150* NAD 83(2011) EPOCH   -  2010.00
 NF0150* NAVD 88 ORTHO HEIGHT -   293.340 (meters)      962.40  (feet) ADJUSTED
 NF0150  ______________________________________________________________________
 NF0150  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 NF0150  NAD 83(2011) X  -    464,682.284 (meters)                     COMP
 NF0150  NAD 83(2011) Y  - -4,709,665.055 (meters)                     COMP
 NF0150  NAD 83(2011) Z  -  4,262,000.202 (meters)                     COMP
 NF0150  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 NF0150  DYNAMIC HEIGHT  -        293.233 (meters)      962.05  (feet) COMP
 NF0150  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 NF0150
 NF0150  VERT ORDER      -  FIRST     CLASS II
 NF0150
 NF0150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0150  Standards:
 NF0150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0150  -------------------------------------------------------------------
 NF0150  NETWORK    0.38   0.53           0.17   0.13   0.27     -0.26933397
 NF0150  -------------------------------------------------------------------
 NF0150  Click here for local accuracies and other accuracy information.
 NF0150
 NF0150.The horizontal coordinates were established by GPS observations
 NF0150.and adjusted by the National Geodetic Survey in June 2012.
 NF0150
 NF0150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0150.been affixed to the stable North American tectonic plate. See 
 NF0150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0150
 NF0150.The horizontal coordinates are valid at the epoch date displayed above
 NF0150.which is a decimal equivalence of Year/Month/Day.
 NF0150
 NF0150.The orthometric height was determined by differential leveling and
 NF0150.adjusted by the NATIONAL GEODETIC SURVEY
 NF0150.in September 2009.
 NF0150
 NF0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0150.GEOID18 height accuracy estimate available here.
 NF0150
 NF0150.Click photographs - Photos may exist for this station.
 NF0150
 NF0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0150
 NF0150.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0150
 NF0150.The ellipsoidal height was determined by GPS observations
 NF0150.and is referenced to NAD 83.
 NF0150
 NF0150.The dynamic height is computed by dividing the NAVD 88
 NF0150.geopotential number by the normal gravity value computed on the
 NF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0150.degrees latitude (g = 980.6199 gals.).
 NF0150
 NF0150.The modeled gravity was interpolated from observed gravity values.
 NF0150
 NF0150. The following values were computed from the NAD 83(2011) position.
 NF0150
 NF0150;                    North         East     Units Scale Factor Converg.
 NF0150;SPC MI S     -    77,403.257 4,000,128.484   MT  0.99997848   +0 00 03.8
 NF0150;SPC MI S     -   253,947.69 13,123,781.12   iFT  0.99997848   +0 00 03.8
 NF0150;UTM  16      - 4,674,991.881   717,549.080   MT  1.00018237   +1 46 13.8
 NF0150
 NF0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0150!SPC MI S     -   0.99995938  x   0.99997848  =   0.99993786
 NF0150!UTM  16      -   0.99995938  x   1.00018237  =   1.00014174
 NF0150
 NF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1754974991(NAD 83)
 NF0150
 NF0150                          SUPERSEDED SURVEY CONTROL
 NF0150
 NF0150  NAD 83(2007)-  42 11 48.59791(N)    084 21 54.40076(W) AD(2002.00) B
 NF0150  ELLIP H (10/23/09)  259.035  (m)                       GP(2002.00) 3 1
 NF0150  NAD 83(2007)-  42 11 48.60213(N)    084 21 54.39456(W) AD(2002.00) 0
 NF0150  ELLIP H (02/10/07)  258.847  (m)                       GP(2002.00)    
 NF0150  ELLIP H (07/17/02)  259.072  (m)                       GP(       ) 4 1
 NF0150  NAD 83(1994)-  42 11 48.59695(N)    084 21 54.39898(W) AD(       ) 1
 NF0150  ELLIP H (02/03/97)  259.059  (m)                       GP(       ) 4 1
 NF0150  NAD 83(1986)-  42 11 48.59833(N)    084 21 54.42129(W) AD(       ) 1
 NF0150  NAVD 88             293.26   (m)          962.1    (f) LEVELING    3  
 NF0150  NAVD 88 (06/15/91)  293.264  (m)          962.15   (f) SUPERSEDED  2 0
 NF0150  NGVD 29 (??/??/92)  293.383  (m)          962.54   (f) ADJ UNCH    2 0
 NF0150
 NF0150.Superseded values are not recommended for survey control.
 NF0150
 NF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0150.See file dsdata.pdf to determine how the superseded data were derived.
 NF0150
 NF0150_MARKER: DB = BENCH MARK DISK
 NF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0150_STAMPING: E 109 1934
 NF0150_MARK LOGO: CGS
 NF0150_PROJECTION: PROJECTING 25 CENTIMETERS
 NF0150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0150+STABILITY: SURFACE MOTION
 NF0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0150+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2020
 NF0150
 NF0150  HISTORY     - Date     Condition        Report By
 NF0150  HISTORY     - 1934     MONUMENTED       CGS
 NF0150  HISTORY     - 19910131 GOOD             MIDH
 NF0150  HISTORY     - 20010530 GOOD             ASMINC
 NF0150  HISTORY     - 20080529 GOOD             COLEM
 NF0150  HISTORY     - 20090925 GOOD             JCLS
 NF0150  HISTORY     - 20160403 GOOD             GEOCAC
 NF0150  HISTORY     - 20200510 GOOD             SPICE
 NF0150
 NF0150                          STATION DESCRIPTION
 NF0150
 NF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0150'4.5 MI S FROM JACKSON.
 NF0150'4.5 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0150'THE STATION AT JACKSON, JACKSON COUNTY, 63 FEET SOUTHEAST OF
 NF0150'THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF STATE HIGHWAY
 NF0150'50, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.5 FEET
 NF0150'EAST OF THE EAST RAIL, 13 FEET SOUTH OF POLE 4+05, 3.5 FEET
 NF0150'WEST OF THE WIRE FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 NF0150'STANDARD DISK, STAMPED E 109 1934 AND SET IN THE TOP OF A
 NF0150'CONCRETE POST.
 NF0150
 NF0150                          STATION RECOVERY (1991)
 NF0150
 NF0150'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF0150'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 19,
 NF0150'T-3-S, R-1-E, NAPOLEON TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 3-1/2
 NF0150'MILES SOUTH OF JACKSON, 3-1/2 MILES SOUTHWEST OF MICHIGAN CENTER, ON
 NF0150'THE RAILROAD RIGHT-OF-WAY AND ON THE MICHIGAN CENTER QUADRANGLE MAP.
 NF0150'TO REACH THE STATION FROM THE U.S. 127 AND STATE ROUTE M-50 (EXIT 15)
 NF0150'INTERCHANGE ON THE SOUTHEAST SIDE OF JACKSON, GO EAST ON M-50 FOR 0.3
 NF0150'MI (0.5 KM) TO THE RAILROAD TRACKS AND THE STATION ON THE RIGHT IN
 NF0150'THE SOUTHEAST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NF0150'STATION PROJECTS 14 CM ABOVE THE GROUND SURFACE.  IT IS LOCATED 54.5
 NF0150'FT (16.6 M) SOUTH OF THE CENTERLINE OF M-50, 27.8 FT (8.5 M) EAST OF
 NF0150'THE EAST RAIL OF THE PENN CENTRAL RAILROAD, 9.2 FT (2.8 M) SOUTHEAST
 NF0150'OF A POWER POLE, 5.0 FT (1.5 M) SOUTHWEST OF A CHAIN LINK FENCE
 NF0150'CORNER, AND 1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 NF0150
 NF0150                          STATION RECOVERY (2001)
 NF0150
 NF0150'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF0150'RECOVERED IN GOOD CONDITION.
 NF0150
 NF0150                          STATION RECOVERY (2008)
 NF0150
 NF0150'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0150'RECOVERED AS DESCRIBED.
 NF0150
 NF0150                          STATION RECOVERY (2009)
 NF0150
 NF0150'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NF0150'RECOVERED IN GOOD CONDITION.
 NF0150
 NF0150                          STATION RECOVERY (2016)
 NF0150
 NF0150'RECOVERY NOTE BY GEOCACHING 2016 (JAK)
 NF0150'RECOVERED IN GOOD CONDITION.
 NF0150
 NF0150                          STATION RECOVERY (2020)
 NF0150
 NF0150'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2020 (EB)
 NF0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0218 ***********************************************************************
 NF0218  DESIGNATION -  E 11
 NF0218  PID         -  NF0218
 NF0218  STATE/COUNTY-  MI/CALHOUN
 NF0218  COUNTRY     -  US
 NF0218  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0218
 NF0218                         *CURRENT SURVEY CONTROL
 NF0218  ______________________________________________________________________
 NF0218* NAD 83(1986) POSITION- 42 14 34.     (N) 084 42 18.     (W)   SCALED
 NF0218* NAVD 88 ORTHO HEIGHT -   291.987 (meters)      957.96  (feet) ADJUSTED
 NF0218  ______________________________________________________________________
 NF0218  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 NF0218  DYNAMIC HEIGHT  -        291.884 (meters)      957.62  (feet) COMP
 NF0218  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 NF0218
 NF0218  VERT ORDER      -  FIRST     CLASS II
 NF0218
 NF0218.The horizontal coordinates were scaled from a map and have
 NF0218.an estimated accuracy of +/- 6 seconds.
 NF0218
 NF0218.The orthometric height was determined by differential leveling and
 NF0218.adjusted by the NATIONAL GEODETIC SURVEY
 NF0218.in June 1991.
 NF0218
 NF0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0218.GEOID18 height accuracy estimate available here.
 NF0218
 NF0218.Click photographs - Photos may exist for this station.
 NF0218
 NF0218.The dynamic height is computed by dividing the NAVD 88
 NF0218.geopotential number by the normal gravity value computed on the
 NF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0218.degrees latitude (g = 980.6199 gals.).
 NF0218
 NF0218.The modeled gravity was interpolated from observed gravity values.
 NF0218
 NF0218;                    North         East    Units  Estimated Accuracy
 NF0218;SPC MI S     -    82,560.    3,972,080.      MT  (+/- 180 meters Scaled)
 NF0218
 NF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM893792(NAD 83)
 NF0218
 NF0218                          SUPERSEDED SURVEY CONTROL
 NF0218
 NF0218  NGVD 29 (??/??/92)  292.112  (m)          958.37   (f) ADJ UNCH    1 2
 NF0218
 NF0218.Superseded values are not recommended for survey control.
 NF0218
 NF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0218.See file dsdata.pdf to determine how the superseded data were derived.
 NF0218
 NF0218_MARKER: DB = BENCH MARK DISK
 NF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0218_STAMPING: E 11 1916
 NF0218_MARK LOGO: CGS
 NF0218_PROJECTION: FLUSH
 NF0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0218+STABILITY: SURFACE MOTION
 NF0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0218+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 NF0218
 NF0218  HISTORY     - Date     Condition        Report By
 NF0218  HISTORY     - 1916     MONUMENTED       CGS
 NF0218  HISTORY     - 1944     GOOD             CGS
 NF0218  HISTORY     - 1985     GOOD             NGS
 NF0218  HISTORY     - 19971007 GOOD             USPSQD
 NF0218  HISTORY     - 20070530 GOOD             MIDT
 NF0218
 NF0218                          STATION DESCRIPTION
 NF0218
 NF0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NF0218'2.9 MI E FROM ALBION.
 NF0218'IN JACKSON COUNTY, 2.9 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0218'RAILROAD FROM THE STATION AT ALBION, CALHOUN COUNTY, 0.7 MILE
 NF0218'NORTHWEST OF THE BATH MILLS ROAD CROSSING, SOUTHEAST OF A CUT,
 NF0218'AT THE INTERSECTION OF A NORTHEAST RIGHT-OF-WAY FENCE AND A
 NF0218'NORTH-AND-SOUTH TREE-LINED FENCE, AND 44.9 FEET NORTHEAST OF
 NF0218'THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED ELEV 958.371
 NF0218'FT E 11 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0218'11 INCHES ABOVE GROUND.
 NF0218
 NF0218                          STATION RECOVERY (1985)
 NF0218
 NF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0218'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) WEST OF A WITNESS
 NF0218'POST.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 NF0218
 NF0218                          STATION RECOVERY (1997)
 NF0218
 NF0218'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0218'RECOVERED IN GOOD CONDITION.
 NF0218
 NF0218                          STATION RECOVERY (2007)
 NF0218
 NF0218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0218'CONCRETE POST PROTRUDING 30 CM. RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0480 ***********************************************************************
 NF0480  DESIGNATION -  E 111
 NF0480  PID         -  NF0480
 NF0480  STATE/COUNTY-  MI/CALHOUN
 NF0480  COUNTRY     -  US
 NF0480  USGS QUAD   -  BELLEVUE (2017)
 NF0480
 NF0480                         *CURRENT SURVEY CONTROL
 NF0480  ______________________________________________________________________
 NF0480* NAD 83(1986) POSITION- 42 23 45.     (N) 085 04 05.     (W)   SCALED
 NF0480* NAVD 88 ORTHO HEIGHT -   257.914 (meters)      846.17  (feet) ADJUSTED
 NF0480  ______________________________________________________________________
 NF0480  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 NF0480  DYNAMIC HEIGHT  -        257.831 (meters)      845.90  (feet) COMP
 NF0480  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 NF0480
 NF0480  VERT ORDER      -  SECOND    CLASS 0
 NF0480
 NF0480.The horizontal coordinates were scaled from a map and have
 NF0480.an estimated accuracy of +/- 6 seconds.
 NF0480
 NF0480.The orthometric height was determined by differential leveling and
 NF0480.adjusted by the NATIONAL GEODETIC SURVEY
 NF0480.in June 1991.
 NF0480
 NF0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0480.GEOID18 height accuracy estimate available here.
 NF0480
 NF0480.Click photographs - Photos may exist for this station.
 NF0480
 NF0480.The dynamic height is computed by dividing the NAVD 88
 NF0480.geopotential number by the normal gravity value computed on the
 NF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0480.degrees latitude (g = 980.6199 gals.).
 NF0480
 NF0480.The modeled gravity was interpolated from observed gravity values.
 NF0480
 NF0480;                    North         East    Units  Estimated Accuracy
 NF0480;SPC MI S     -    99,750.    3,942,260.      MT  (+/- 180 meters Scaled)
 NF0480
 NF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM590955(NAD 83)
 NF0480
 NF0480                          SUPERSEDED SURVEY CONTROL
 NF0480
 NF0480  NGVD 29 (??/??/92)  258.04   (m)          846.6    (f) COMPUTED    2 0
 NF0480
 NF0480.Superseded values are not recommended for survey control.
 NF0480
 NF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0480.See file dsdata.pdf to determine how the superseded data were derived.
 NF0480
 NF0480_MARKER: DB = BENCH MARK DISK
 NF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0480_STAMPING: E 111 1934
 NF0480_MARK LOGO: CGS
 NF0480_PROJECTION: PROJECTING 30 CENTIMETERS
 NF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0480+STABILITY: SURFACE MOTION
 NF0480
 NF0480  HISTORY     - Date     Condition        Report By
 NF0480  HISTORY     - 1934     MONUMENTED       CGS
 NF0480  HISTORY     - 1969     GOOD             CGS
 NF0480  HISTORY     - 19970728 MARK NOT FOUND   LOCENG
 NF0480
 NF0480                          STATION DESCRIPTION
 NF0480
 NF0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0480'9 MI NE FROM BATTLE CREEK.
 NF0480'9.0 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0480'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0480'COUNTY, 85 YARDS SOUTH OF MILEPOST C 185, 800 YARDS NORTHEAST
 NF0480'OF A GRAVELED ROAD CROSSING, 53 FEET NORTHEAST OF A WHISTLE POST,
 NF0480'34 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM
 NF0480'ROAD, 25 FEET EAST-SOUTHEAST OF THE SOUTHEAST RAIL AND 6 FEET
 NF0480'NORTHWEST OF A GATE POST.  THE MONUMENT PROJECTS 12-INCHES AND
 NF0480'THE DISK IS STAMPED E 111 1934.
 NF0480
 NF0480                          STATION RECOVERY (1997)
 NF0480
 NF0480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0584 ***********************************************************************
 MD0584  DESIGNATION -  E 112
 MD0584  PID         -  MD0584
 MD0584  STATE/COUNTY-  MI/HILLSDALE
 MD0584  COUNTRY     -  US
 MD0584  USGS QUAD   -  HILLSDALE (2017)
 MD0584
 MD0584                         *CURRENT SURVEY CONTROL
 MD0584  ______________________________________________________________________
 MD0584* NAD 83(2011) POSITION- 41 53 39.67969(N) 084 41 34.43951(W)   ADJUSTED
 MD0584* NAD 83(2011) ELLIP HT-   291.454 (meters)        (06/27/12)   ADJUSTED
 MD0584* NAD 83(2011) EPOCH   -  2010.00
 MD0584* NAVD 88 ORTHO HEIGHT -   325.321 (meters)     1067.32  (feet) ADJUSTED
 MD0584  ______________________________________________________________________
 MD0584  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 MD0584  NAD 83(2011) X  -    439,814.374 (meters)                     COMP
 MD0584  NAD 83(2011) Y  - -4,734,675.792 (meters)                     COMP
 MD0584  NAD 83(2011) Z  -  4,237,071.031 (meters)                     COMP
 MD0584  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 MD0584  DYNAMIC HEIGHT  -        325.198 (meters)     1066.92  (feet) COMP
 MD0584  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 MD0584
 MD0584  VERT ORDER      -  SECOND    CLASS 0
 MD0584
 MD0584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0584  Standards:
 MD0584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0584  -------------------------------------------------------------------
 MD0584  NETWORK    0.93   2.47           0.42   0.33   1.26      0.04514920
 MD0584  -------------------------------------------------------------------
 MD0584  Click here for local accuracies and other accuracy information.
 MD0584
 MD0584.The horizontal coordinates were established by GPS observations
 MD0584.and adjusted by the National Geodetic Survey in June 2012.
 MD0584
 MD0584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0584.been affixed to the stable North American tectonic plate. See 
 MD0584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0584
 MD0584.The horizontal coordinates are valid at the epoch date displayed above
 MD0584.which is a decimal equivalence of Year/Month/Day.
 MD0584
 MD0584.The orthometric height was determined by differential leveling and
 MD0584.adjusted by the NATIONAL GEODETIC SURVEY
 MD0584.in June 1991.
 MD0584
 MD0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0584.GEOID18 height accuracy estimate available here.
 MD0584
 MD0584.Click photographs - Photos may exist for this station.
 MD0584
 MD0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0584
 MD0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0584
 MD0584.The ellipsoidal height was determined by GPS observations
 MD0584.and is referenced to NAD 83.
 MD0584
 MD0584.The dynamic height is computed by dividing the NAVD 88
 MD0584.geopotential number by the normal gravity value computed on the
 MD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0584.degrees latitude (g = 980.6199 gals.).
 MD0584
 MD0584.The modeled gravity was interpolated from observed gravity values.
 MD0584
 MD0584. The following values were computed from the NAD 83(2011) position.
 MD0584
 MD0584;                    North         East     Units Scale Factor Converg.
 MD0584;SPC MI S     -    43,857.820 3,972,925.249   MT  1.00005502   -0 13 19.2
 MD0584;SPC MI S     -   143,890.49 13,034,531.66   iFT  1.00005502   -0 13 19.2
 MD0584;UTM  16      - 4,640,620.557   691,389.947   MT  1.00005076   +1 32 27.8
 MD0584
 MD0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0584!SPC MI S     -   0.99995429  x   1.00005502  =   1.00000931
 MD0584!UTM  16      -   0.99995429  x   1.00005076  =   1.00000505
 MD0584
 MD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9138940620(NAD 83)
 MD0584
 MD0584                          SUPERSEDED SURVEY CONTROL
 MD0584
 MD0584  NAD 83(2007)-  41 53 39.67986(N)    084 41 34.44026(W) AD(2002.00) 1
 MD0584  ELLIP H (09/24/08)  291.461  (m)                       GP(2002.00) 3 1
 MD0584  NAVD 88             325.32   (m)         1067.3    (f) LEVELING    3  
 MD0584  NGVD 29 (??/??/92)  325.431  (m)         1067.68   (f) ADJ UNCH    2 0
 MD0584
 MD0584.Superseded values are not recommended for survey control.
 MD0584
 MD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0584.See file dsdata.pdf to determine how the superseded data were derived.
 MD0584
 MD0584_MARKER: DB = BENCH MARK DISK
 MD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0584_STAMPING: E 112 1934
 MD0584_MARK LOGO: CGS
 MD0584_PROJECTION: FLUSH
 MD0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0584+STABILITY: SURFACE MOTION
 MD0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0584+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 MD0584
 MD0584  HISTORY     - Date     Condition        Report By
 MD0584  HISTORY     - 1934     MONUMENTED       CGS
 MD0584  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0584  HISTORY     - 20060516 GOOD             MIDT
 MD0584  HISTORY     - 20070702 GOOD             MIDT
 MD0584  HISTORY     - 20160523 GOOD             MIDT
 MD0584  HISTORY     - 20180208 GOOD             INDOT
 MD0584  HISTORY     - 20200611 GOOD             MIDT
 MD0584  HISTORY     - 20210721 GOOD             MIDT
 MD0584
 MD0584                          STATION DESCRIPTION
 MD0584
 MD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0584'AT BANKERS.
 MD0584'AT BANKERS, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0584'27 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, ABOUT 155
 MD0584'YARDS EAST OF THE JUNCTION OF THE TRACK LEADING TO JONESVILLE,
 MD0584'7 YARDS SOUTH OF AN 18-INCH MAPLE TREE, 16.4 FEET NORTH OF THE
 MD0584'NORTH RAIL, AND 3.7 FEET NORTH OF A POLE.  A STANDARD DISK,
 MD0584'STAMPED E 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0584
 MD0584                          STATION RECOVERY (2000)
 MD0584
 MD0584'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0584'MARK NOT FOUND.
 MD0584
 MD0584                          STATION RECOVERY (2006)
 MD0584
 MD0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (KHS)
 MD0584'S30E 159.6 FEET FROM SL'Y CORNER HOUSE NUMBER 4200 BANKERS ROAD
 MD0584'S50E  54.5 FEET FROM CENTERLINE BANKERS ROAD
 MD0584'S35W  63.0 FEET FROM CENTERLINE OF GRAVEL DRIVE TO RR TRACKS
 MD0584'N60W  16.4 FEET FROM WEST RAIL
 MD0584'1500 FEET SOUTH ALONG BANKERS ROAD FROM INTERSECTION OF COLE ROAD
 MD0584'WEST, BUNN ROAD NORTH, BANKERS ROAD EAST AND BANKERS ROAD SOUTH
 MD0584
 MD0584                          STATION RECOVERY (2007)
 MD0584
 MD0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 MD0584'MARK IS PROTRUDING 10 CM (4 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 MD0584'DESCRIBED.
 MD0584
 MD0584                          STATION RECOVERY (2016)
 MD0584
 MD0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 MD0584'RECOVERED IN GOOD CONDITION.
 MD0584
 MD0584                          STATION RECOVERY (2018)
 MD0584
 MD0584'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0584'RECOVERED IN GOOD CONDITION.
 MD0584
 MD0584                          STATION RECOVERY (2020)
 MD0584
 MD0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 MD0584'RECOVERED IN GOOD CONDITION.
 MD0584
 MD0584                          STATION RECOVERY (2021)
 MD0584
 MD0584'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 MD0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0612 ***********************************************************************
 MD0612  CBN         -  This is a Cooperative Base Network Control Station.
 MD0612  DESIGNATION -  E 113
 MD0612  PID         -  MD0612
 MD0612  STATE/COUNTY-  MI/BRANCH
 MD0612  COUNTRY     -  US
 MD0612  USGS QUAD   -  COLDWATER WEST (2017)
 MD0612
 MD0612                         *CURRENT SURVEY CONTROL
 MD0612  ______________________________________________________________________
 MD0612* NAD 83(2011) POSITION- 41 56 06.03173(N) 085 00 12.06851(W)   ADJUSTED
 MD0612* NAD 83(2011) ELLIP HT-   261.752 (meters)        (06/27/12)   ADJUSTED
 MD0612* NAD 83(2011) EPOCH   -  2010.00
 MD0612* NAVD 88 ORTHO HEIGHT -   295.182 (meters)      968.44  (feet) ADJUSTED
 MD0612  ______________________________________________________________________
 MD0612  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 MD0612  NAD 83(2011) X  -    413,888.931 (meters)                     COMP
 MD0612  NAD 83(2011) Y  - -4,733,962.275 (meters)                     COMP
 MD0612  NAD 83(2011) Z  -  4,240,411.451 (meters)                     COMP
 MD0612  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 MD0612  DYNAMIC HEIGHT  -        295.076 (meters)      968.10  (feet) COMP
 MD0612  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 MD0612  OBS GRAVITY     -    980,255.9   (mgal)                       GRAV_OBS
 MD0612
 MD0612  VERT ORDER      -  SECOND    CLASS 0
 MD0612
 MD0612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0612  Standards:
 MD0612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0612  -------------------------------------------------------------------
 MD0612  NETWORK    0.65   1.39           0.31   0.19   0.71     -0.05183143
 MD0612  -------------------------------------------------------------------
 MD0612  Click here for local accuracies and other accuracy information.
 MD0612
 MD0612.The horizontal coordinates were established by GPS observations
 MD0612.and adjusted by the National Geodetic Survey in June 2012.
 MD0612
 MD0612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0612.been affixed to the stable North American tectonic plate. See 
 MD0612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0612
 MD0612.The horizontal coordinates are valid at the epoch date displayed above
 MD0612.which is a decimal equivalence of Year/Month/Day.
 MD0612
 MD0612.The orthometric height was determined by differential leveling and
 MD0612.adjusted by the NATIONAL GEODETIC SURVEY
 MD0612.in June 1991.
 MD0612
 MD0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0612.GEOID18 height accuracy estimate available here.
 MD0612
 MD0612.Click photographs - Photos may exist for this station.
 MD0612
 MD0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0612
 MD0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0612
 MD0612.The ellipsoidal height was determined by GPS observations
 MD0612.and is referenced to NAD 83.
 MD0612
 MD0612.The dynamic height is computed by dividing the NAVD 88
 MD0612.geopotential number by the normal gravity value computed on the
 MD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0612.degrees latitude (g = 980.6199 gals.).
 MD0612
 MD0612.The modeled gravity was interpolated from observed gravity values.
 MD0612
 MD0612.The observed gravity was obtained from relative gravimeter ties
 MD0612.to the IGSN71 gravity network.
 MD0612
 MD0612. The following values were computed from the NAD 83(2011) position.
 MD0612
 MD0612;                    North         East     Units Scale Factor Converg.
 MD0612;SPC MI S     -    48,520.683 3,947,194.689   MT  1.00004314   -0 25 59.8
 MD0612;SPC MI S     -   159,188.59 12,950,113.81   iFT  1.00004314   -0 25 59.8
 MD0612;UTM  16      - 4,644,488.250   665,529.401   MT  0.99993717   +1 20 04.7
 MD0612
 MD0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0612!SPC MI S     -   0.99995895  x   1.00004314  =   1.00000209
 MD0612!UTM  16      -   0.99995895  x   0.99993717  =   0.99989612
 MD0612
 MD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6552944488(NAD 83)
 MD0612
 MD0612                          SUPERSEDED SURVEY CONTROL
 MD0612
 MD0612  NAD 83(2007)-  41 56 06.03187(N)    085 00 12.06948(W) AD(2002.00) 0
 MD0612  ELLIP H (02/10/07)  261.770  (m)                       GP(2002.00)    
 MD0612  ELLIP H (07/12/02)  261.801  (m)                       GP(       ) 4 2
 MD0612  NAD 83(1994)-  41 56 06.03145(N)    085 00 12.06931(W) AD(       ) B
 MD0612  ELLIP H (09/20/95)  261.826  (m)                       GP(       ) 1 2
 MD0612  NAVD 88             295.18   (m)          968.4    (f) LEVELING    3  
 MD0612  NGVD 29 (??/??/92)  295.312  (m)          968.87   (f) ADJ UNCH    2 0
 MD0612
 MD0612.Superseded values are not recommended for survey control.
 MD0612
 MD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0612.See file dsdata.pdf to determine how the superseded data were derived.
 MD0612
 MD0612_MARKER: DB = BENCH MARK DISK
 MD0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0612_STAMPING: E 113 1934
 MD0612_MARK LOGO: CGS
 MD0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0612+STABILITY: SURFACE MOTION
 MD0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0612+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 MD0612
 MD0612  HISTORY     - Date     Condition        Report By
 MD0612  HISTORY     - 1934     MONUMENTED       CGS
 MD0612  HISTORY     - 1977     GOOD             MIDH
 MD0612  HISTORY     - 19931217 GOOD             LOCENG
 MD0612  HISTORY     - 19940627 GOOD             MIDT
 MD0612  HISTORY     - 19940727 GOOD             NGS
 MD0612  HISTORY     - 19970805 GOOD             NGS
 MD0612  HISTORY     - 20040417 GOOD             JCLS
 MD0612  HISTORY     - 20040419 GOOD             JCLS
 MD0612  HISTORY     - 20061219 GOOD             HEI
 MD0612  HISTORY     - 20120711 POOR             NGS
 MD0612
 MD0612                          STATION DESCRIPTION
 MD0612
 MD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0612'AT COLDWATER.
 MD0612'AT COLDWATER, BRANCH COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0612'57 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, AT THE
 MD0612'CROSSING OF U.S. HIGHWAY 27, 76 YARDS WEST OF THE CENTERLINE OF
 MD0612'THE HIGHWAY, 27.8 FEET NORTH OF A WATER TOWER, AND 2 YARDS WEST
 MD0612'OF A POLE.  A STANDARD DISK, STAMPED E 113 1934 AND SET IN THE
 MD0612'TOP OF A CONCRETE POST.
 MD0612
 MD0612                          STATION RECOVERY (1977)
 MD0612
 MD0612'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (1993)
 MD0612
 MD0612'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (ERR)
 MD0612'RECOVERED IN GOOD CONDITION.  NOTE--ADD THE FOLLOWING CORRECTIONS.
 MD0612'168.5 FEET (51.4 M) EAST OF SOUTHEAST CORNER OF RAILROAD STATION (NOW
 MD0612'A STORE), 32.2 FEET (9.8 M) NORTH OF NORTH RAIL OF MAIN RAILROAD
 MD0612'TRACK, 4.0 FEET (1.2 M) WEST OF WEST FACE OF POWERPOLE, 72.2 FEET
 MD0612'(22.0 M) SOUTH OF A CONCRETE CURB, SOUTH SIDE OF PARK AVENUE, 97 FEET
 MD0612'(29.6 M) NORTHEAST OF NORTHEAST CORNER OF RR FREIGHT SHED (NOW A
 MD0612'RESTRAURANT).  TABLET IS 2 INCHES ABOVE GROUND LINE.  IDENTIFICATION
 MD0612'SIGN BESIDE TABLET.
 MD0612
 MD0612                          STATION RECOVERY (1994)
 MD0612
 MD0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 MD0612'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLDWATER EAST
 MD0612'QUADRANGLE MAP IN THE NORTHWEST 1/4 OF SECTION 22, T-6-S, R-6-W,
 MD0612'COLDWATER TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) NORTHEAST OF BRONSON, 7.0
 MD0612'MI (11.3 KM) WEST OF QUINCY, 11.0 MI (17.7 KM) SOUTHEAST OF UNION CITY
 MD0612'IN A GARDEN AREA BETWEEN THE OLD TRAIN STATION AND INTERSTATE HIGHWAY
 MD0612'69 BUSINESS ROUTE (DIVISION STREET) .  TO REACH FROM THE INTERSECTION
 MD0612'OF U.S.  HIGHWAY 12 AND INTERSTATE HIGHWAY 69 BUSINESS ROUTE
 MD0612'SOUTHBOUND GO SOUTH ALONG INTERSTATE HIGHWAY 69 BUSINESS ROUTE FOR 0.4
 MD0612'MI (0.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 32.6
 MD0612'FT (9.9 M) NORTH FROM THE NEAR RAIL OF THE RAILROAD TRACKS, 24.0 FT
 MD0612'(7.3 M) NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE FOUNDATION,
 MD0612'54.0 FT (16.5 M) SOUTH FROM A UTILITY POLE GUY WIRE AT BASE, 4.5 FT
 MD0612'(1.4 M) FROM THE CENTER OF A UTILITY POLE AND 1.0 FT (0.3 M) NORTHWEST
 MD0612'FROM A METAL WITNESS POST AND SIGN.
 MD0612
 MD0612                          STATION RECOVERY (1994)
 MD0612
 MD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MD0612'STATION IS LOCATED IN COLDWATER, AL0NG THE OLD NEW YORK CENTRAL
 MD0612'RAILROAD, AT THE CROSSING OF BUSINESS LOOP 69, NEAR VICTORIA STATION.
 MD0612'OWNERSHIP--MRS.  NANCY VANDERBOSCH-SMITH, 29 WEST PARK AVENUE,
 MD0612'COLDWATER MI 49036, PHONE 517-278-4947.  NO ADVANCE NOTICE REQUIRED.
 MD0612'NO LEGAL PARKING ON PARK AVENUE, VEHICLE CAN BE PARKED AT SOUTHEAST
 MD0612'CORNER OF VICTORIA STATION PARKING LOT.  TO REACH FROM THE JUNCTION OF
 MD0612'BUSINESS LOOP 69 AND U.S.  HIGHWAY 12 IN DOWNTOWN COLDWATER, GO SOUTH
 MD0612'ON BUSINESS LOOP 69 (DIVISION STREET) FOR 0.35 MI (0.56 KM) TO A CROSS
 MD0612'STREET, E.  PARK AVE ON THE LEFT AND W.  PARK AVE.  ON THE RIGHT.
 MD0612'TURN RIGHT AND GO WESTERLY FOR ABOUT 0.05 MI (0.08 KM) TO THE STATION
 MD0612'ON THE LEFT.  STATION PROJECTS 7 CM ABOVE GROUND.  IT IS APPROXIMATELY
 MD0612'51.2 M (168.0 FT) EAST OF THE SOUTHEAST CORNER OF VICTORIA STATION
 MD0612'(OLD RAILROAD DEPOT) , 22.2 M (72.8 FT) SOUTH OF THE SOUTH CURB OF
 MD0612'WEST PARK AVENUE, 9.9 M (32.5 FT) NORTH OF THE NORTH RAIL OF THE NORTH
 MD0612'1 OF 3 RAILROAD TRACKS, 7.2 M (23.6 FT) NORTH OF THE NORTHWEST CORNER
 MD0612'OF A 1.6 M (5.2 FT) BY 3.2 M (10.5 FT) CONCRETE FOUNDATION, 1.35 M
 MD0612'(4.43 FT) WEST OF A UTILITY POLE, AND 0.22 M (0.72 FT) NORTHWEST OF A
 MD0612'METAL WITNESS POST.
 MD0612
 MD0612                          STATION RECOVERY (1997)
 MD0612
 MD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MD0612'STATION IS LOCATED IN COLDWATER, ALONG THE NEW YORK CENTRAL RAILROAD,
 MD0612'AT THE CROSSING OF BUSINESS LOOP 69, NEAR VICTORIA STATION.
 MD0612'OWNERSHIP--MRS. NANCY VANDERBOSCH-SMITH, 29 WEST PARK AVENUE,
 MD0612'COLDWATER MI 49036, PHONE 517-278-4947.  NO ADVANCE NOTICE REQUIRED.
 MD0612'NO LEGAL PARKING ON PARK AVENUE, VEHICLE CAN BE PARKED AT SOUTHEAST
 MD0612'CORNER OF VICTORIA STATION PARKING LOT.  TO REACH THE STATION FROM THE
 MD0612'JUNCTION OF BUSINESS LOOP 69 AND U.S. HIGHWAY 12 IN DOWNTOWN
 MD0612'COLDWATER, GO SOUTH ON BUSINESS LOOP 69 (DIVISION STREET) FOR 0.35 MI
 MD0612'(0.56 KM) TO A CROSS STREET, PARK AVE.  TURN RIGHT AND GO WESTERLY FOR
 MD0612'0.05 MI (0.08 KM) TO THE STATION ON LEFT.  THE STATION PROJECTS 7 CM
 MD0612'ABOVE GROUND.  LOCATED APPROXIMATELY 51.2 M (168.0 FT) EAST OF THE
 MD0612'SOUTHEAST CORNER OF VICTORIA STATION (OLD RAILROAD DEPOT), 22.2 M
 MD0612'(72.8 FT) SOUTH OF THE SOUTH CURB OF WEST PARK AVENUE, 9.9 M (32.5 FT)
 MD0612'NORTH OF THE NORTH RAIL OF THE NORTH 1 OF 3 RAILROAD TRACKS, 7.2 M
 MD0612'(23.6 FT) NORTH OF THE NORTHWEST CORNER OF A 1.6 M (5.2 FT) BY 3.2 M
 MD0612'(10.5 FT) CONCRETE FOUNDATION, 6.10 M (20.01 FT) NORTHWEST OF HIGH
 MD0612'TENSION POWERLINE POLE NUMBER 6501 AND 0.37 M (1.21 FT) SOUTH OF A
 MD0612'FIBERGLASS WITNESS POST.
 MD0612
 MD0612                          STATION RECOVERY (2004)
 MD0612
 MD0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (2004)
 MD0612
 MD0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (2006)
 MD0612
 MD0612'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (2012)
 MD0612
 MD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (JDR)
 MD0612'MONUMENT HAS BEEN STRUCK AND IS BROKEN AROUND EDGES AND THE DISK IS
 MD0612'SCARRED AND CRACKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0492 ***********************************************************************
 NE0492  DESIGNATION -  E 115 X
 NE0492  PID         -  NE0492
 NE0492  STATE/COUNTY-  MI/MONROE
 NE0492  COUNTRY     -  US
 NE0492  USGS QUAD   -  FLAT ROCK (2017)
 NE0492
 NE0492                         *CURRENT SURVEY CONTROL
 NE0492  ______________________________________________________________________
 NE0492* NAD 83(1986) POSITION- 42 02 48.     (N) 083 15 38.     (W)   SCALED
 NE0492* NAVD 88 ORTHO HEIGHT -   179.703 (meters)      589.58  (feet) ADJUSTED
 NE0492  ______________________________________________________________________
 NE0492  GEOID HEIGHT    -        -35.004 (meters)                     GEOID18
 NE0492  DYNAMIC HEIGHT  -        179.642 (meters)      589.38  (feet) COMP
 NE0492  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 NE0492
 NE0492  VERT ORDER      -  FIRST     CLASS I
 NE0492
 NE0492.The horizontal coordinates were scaled from a map and have
 NE0492.an estimated accuracy of +/- 6 seconds.
 NE0492
 NE0492.The orthometric height was determined by differential leveling and
 NE0492.adjusted by the NATIONAL GEODETIC SURVEY
 NE0492.in June 1991.
 NE0492
 NE0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0492.GEOID18 height accuracy estimate available here.
 NE0492
 NE0492.Click photographs - Photos may exist for this station.
 NE0492
 NE0492.The dynamic height is computed by dividing the NAVD 88
 NE0492.geopotential number by the normal gravity value computed on the
 NE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0492.degrees latitude (g = 980.6199 gals.).
 NE0492
 NE0492.The modeled gravity was interpolated from observed gravity values.
 NE0492
 NE0492;                    North         East    Units  Estimated Accuracy
 NE0492;SPC MI S     -    61,330.    4,091,570.      MT  (+/- 180 meters Scaled)
 NE0492
 NE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG129574(NAD 83)
 NE0492
 NE0492                          SUPERSEDED SURVEY CONTROL
 NE0492
 NE0492  NGVD 29 (??/??/92)  179.874  (m)          590.14   (f) ADJ UNCH    1 1
 NE0492
 NE0492.Superseded values are not recommended for survey control.
 NE0492
 NE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0492.See file dsdata.pdf to determine how the superseded data were derived.
 NE0492
 NE0492_MARKER: DB = BENCH MARK DISK
 NE0492_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0492+WITH SETTING: PAVEMENT
 NE0492_SP_SET: SIGNAL BASE
 NE0492_STAMPING: E 115 X 1934 589.979
 NE0492_MARK LOGO: CGS
 NE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0492+STABILITY: SURFACE MOTION
 NE0492
 NE0492  HISTORY     - Date     Condition        Report By
 NE0492  HISTORY     - 1934     MONUMENTED       CGS
 NE0492  HISTORY     - 1968     GOOD             CGS
 NE0492  HISTORY     - 1988     GOOD             USPSQD
 NE0492
 NE0492                          STATION DESCRIPTION
 NE0492
 NE0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0492'1.7 MI SW FROM ROCKWOOD.
 NE0492'ABOUT 1.7 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0492'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0492'ABOUT 0.4 MILE NORTHEAST OF THE CROSSING OF DIXIE HIGHWAY, ABOUT
 NE0492'0.15 MILE SOUTHWEST OF MILEPOST 29, ABOUT 14 1/2 RAILS NORTHEAST
 NE0492'OF THE PENN CENTRAL MILEPOST NO. D 24, ABOUT 35 YARDS NORTHWEST
 NE0492'OF THE D AND T SL RR, SET IN THE TOP OF THE WEST CORNER OF A
 NE0492'2 1/2-FOOT SQUARE CONCRETE BASE FOR A PENN CENTRAL SIGNAL, 6.9
 NE0492'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD
 NE0492'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 21, T 5 S, R 10 E
 NE0492
 NE0492                          STATION RECOVERY (1988)
 NE0492
 NE0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0566 ***********************************************************************
 NF0566  DESIGNATION -  E 117
 NF0566  PID         -  NF0566
 NF0566  STATE/COUNTY-  MI/KALAMAZOO
 NF0566  COUNTRY     -  US
 NF0566  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0566
 NF0566                         *CURRENT SURVEY CONTROL
 NF0566  ______________________________________________________________________
 NF0566* NAD 83(1986) POSITION- 42 06 37.     (N) 085 38 02.     (W)   SCALED
 NF0566* NAVD 88 ORTHO HEIGHT -   267.181 (meters)      876.58  (feet) ADJUSTED
 NF0566  ______________________________________________________________________
 NF0566  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 NF0566  DYNAMIC HEIGHT  -        267.093 (meters)      876.29  (feet) COMP
 NF0566  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 NF0566
 NF0566  VERT ORDER      -  SECOND    CLASS 0
 NF0566
 NF0566.The horizontal coordinates were scaled from a map and have
 NF0566.an estimated accuracy of +/- 6 seconds.
 NF0566
 NF0566.The orthometric height was determined by differential leveling and
 NF0566.adjusted by the NATIONAL GEODETIC SURVEY
 NF0566.in June 1991.
 NF0566
 NF0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0566.GEOID18 height accuracy estimate available here.
 NF0566
 NF0566.Click photographs - Photos may exist for this station.
 NF0566
 NF0566.The dynamic height is computed by dividing the NAVD 88
 NF0566.geopotential number by the normal gravity value computed on the
 NF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0566.degrees latitude (g = 980.6199 gals.).
 NF0566
 NF0566.The modeled gravity was interpolated from observed gravity values.
 NF0566
 NF0566;                    North         East    Units  Estimated Accuracy
 NF0566;SPC MI S     -    68,580.    3,895,200.      MT  (+/- 180 meters Scaled)
 NF0566
 NF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129629(NAD 83)
 NF0566
 NF0566                          SUPERSEDED SURVEY CONTROL
 NF0566
 NF0566  NGVD 29 (??/??/92)  267.318  (m)          877.03   (f) ADJ UNCH    2 0
 NF0566
 NF0566.Superseded values are not recommended for survey control.
 NF0566
 NF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0566.See file dsdata.pdf to determine how the superseded data were derived.
 NF0566
 NF0566_MARKER: DB = BENCH MARK DISK
 NF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0566_STAMPING: ELEV 877.026 FEET E 117 1934
 NF0566_MARK LOGO: CGS
 NF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0566+STABILITY: SURFACE MOTION
 NF0566
 NF0566  HISTORY     - Date     Condition        Report By
 NF0566  HISTORY     - 1934     MONUMENTED       CGS
 NF0566  HISTORY     - 1940     GOOD             CGS
 NF0566  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0566  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0566  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0566
 NF0566                          STATION DESCRIPTION
 NF0566
 NF0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0566'AT SCHOOLCRAFT.
 NF0566'AT SCHOOLCRAFT, KALAMAZOO COUNTY, 120 YARDS WEST OF THE GRAND
 NF0566'TRUNK WESTERN RAILROAD STATION, 150 YARDS WEST OF THE CROSSING
 NF0566'OF THE NEW YORK CENTRAL RAILROAD, 12 YARDS NORTH OF A SIGNAL
 NF0566'POST, 12 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK OF THE
 NF0566'GRAND TRUNK WESTERN RAILROAD, 20 FEET SOUTH OF THE SOUTHWEST
 NF0566'CORNER OF A STOCKYARD FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE
 NF0566'RAIL.  A STANDARD DISK, STAMPED ELEV 877.026 FEET E 117 1934 AND
 NF0566'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NF0566'GROUND.
 NF0566
 NF0566                          STATION RECOVERY (1965)
 NF0566
 NF0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0566'MARK NOT FOUND.
 NF0566
 NF0566                          STATION RECOVERY (1983)
 NF0566
 NF0566'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0566'MARK NOT FOUND.
 NF0566
 NF0566                          STATION RECOVERY (1993)
 NF0566
 NF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0566'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0831 ***********************************************************************
 ME0831  DESIGNATION -  E 118
 ME0831  PID         -  ME0831
 ME0831  STATE/COUNTY-  MI/BERRIEN
 ME0831  COUNTRY     -  US
 ME0831  USGS QUAD   -  BRIDGMAN (2017)
 ME0831
 ME0831                         *CURRENT SURVEY CONTROL
 ME0831  ______________________________________________________________________
 ME0831* NAD 83(1986) POSITION- 41 53 06.     (N) 086 35 43.     (W)   SCALED
 ME0831* NAVD 88 ORTHO HEIGHT -   195.500 (meters)      641.40  (feet) ADJUSTED
 ME0831  ______________________________________________________________________
 ME0831  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 ME0831  DYNAMIC HEIGHT  -        195.430 (meters)      641.17  (feet) COMP
 ME0831  MODELED GRAVITY -    980,262.0   (mgal)                       NAVD 88
 ME0831
 ME0831  VERT ORDER      -  SECOND    CLASS 0
 ME0831
 ME0831.The horizontal coordinates were scaled from a map and have
 ME0831.an estimated accuracy of +/- 6 seconds.
 ME0831
 ME0831.The orthometric height was determined by differential leveling and
 ME0831.adjusted by the NATIONAL GEODETIC SURVEY
 ME0831.in June 1991.
 ME0831
 ME0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0831.GEOID18 height accuracy estimate available here.
 ME0831
 ME0831.Click photographs - Photos may exist for this station.
 ME0831
 ME0831.The dynamic height is computed by dividing the NAVD 88
 ME0831.geopotential number by the normal gravity value computed on the
 ME0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0831.degrees latitude (g = 980.6199 gals.).
 ME0831
 ME0831.The modeled gravity was interpolated from observed gravity values.
 ME0831
 ME0831;                    North         East    Units  Estimated Accuracy
 ME0831;SPC MI S     -    45,210.    3,815,040.      MT  (+/- 180 meters Scaled)
 ME0831
 ME0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM335370(NAD 83)
 ME0831
 ME0831                          SUPERSEDED SURVEY CONTROL
 ME0831
 ME0831  NGVD 29 (??/??/92)  195.625  (m)          641.81   (f) ADJ UNCH    2 0
 ME0831
 ME0831.Superseded values are not recommended for survey control.
 ME0831
 ME0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0831.See file dsdata.pdf to determine how the superseded data were derived.
 ME0831
 ME0831_MARKER: DB = BENCH MARK DISK
 ME0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0831_STAMPING: E 118 1934
 ME0831_MARK LOGO: CGS
 ME0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0831+STABILITY: SURFACE MOTION
 ME0831
 ME0831  HISTORY     - Date     Condition        Report By
 ME0831  HISTORY     - 1934     MONUMENTED       CGS
 ME0831  HISTORY     - 1976     GOOD             LOCENG
 ME0831  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0831
 ME0831                          STATION DESCRIPTION
 ME0831
 ME0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0831'AT SAWYER.
 ME0831'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0831'RAILWAY, APPROXIMATELY 100 YARDS SOUTHWEST OF THE CONCRETE BLOCK
 ME0831'BUILDING OF THE WESTHAUSER NURSERIES, 80 YARDS SOUTHWEST OF THE
 ME0831'CROSSING OF THE CONCRETE HIGHWAY LEADING ALONG THE MAIN STREET OF
 ME0831'SAWYER, 60 YARDS WEST OF THE ZEIGER LUMBER AND COAL CO., 45 YARDS
 ME0831'WEST OF THE SEMAPHORE SIGNAL TOWER IN FRONT OF THE STATION, 17
 ME0831'YARDS NORTHWEST OF THE NORTHWEST RAIL, ALONG A FENCE LINE, A
 ME0831'CONCRETE POST, 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 ME0831'E 118 1934.
 ME0831
 ME0831                          STATION RECOVERY (1976)
 ME0831
 ME0831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 ME0831'CHANGE IN DESCRIPTION-- 225 FT. SW ALONG C+O RAILROAD FROM C/L SAWYER
 ME0831'ROAD AT C/L RAILROAD CROSSING. ABOUT 60 YARDS WEST OF ZIEGER LUMBER
 ME0831'COMPANY. 81.2 FT. W.S.W. OF S.W. CORNER C+O RAILROAD SIGNAL CONTROL
 ME0831'BUILDING. 51.7 FT. N.W. OF N.W. RAIL. 1 FT. S.E. OF OLD R.R. R.O.W.
 ME0831'FENCE. IN CONCRETE POST PROJECTING 1 FT. ABOVE GROUND. NOTE--
 ME0831'RAILROAD STATION AND SEMAPHORE HAVE BEEN DEMOLISHED.
 ME0831
 ME0831                          STATION RECOVERY (1985)
 ME0831
 ME0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0831'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0016 ***********************************************************************
 MD0016  DESIGNATION -  E 119
 MD0016  PID         -  MD0016
 MD0016  STATE/COUNTY-  MI/HILLSDALE
 MD0016  COUNTRY     -  US
 MD0016  USGS QUAD   -  ALVORDTON (2016)
 MD0016
 MD0016                         *CURRENT SURVEY CONTROL
 MD0016  ______________________________________________________________________
 MD0016* NAD 83(2011) POSITION- 41 43 40.50910(N) 084 24 55.55001(W)   ADJUSTED
 MD0016* NAD 83(2011) ELLIP HT-   240.234 (meters)        (06/27/12)   ADJUSTED
 MD0016* NAD 83(2011) EPOCH   -  2010.00
 MD0016* NAVD 88 ORTHO HEIGHT -   274.126 (meters)      899.36  (feet) ADJUSTED
 MD0016  ______________________________________________________________________
 MD0016  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 MD0016  NAD 83(2011) X  -    463,933.655 (meters)                     COMP
 MD0016  NAD 83(2011) Y  - -4,744,718.593 (meters)                     COMP
 MD0016  NAD 83(2011) Z  -  4,223,257.829 (meters)                     COMP
 MD0016  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 MD0016  DYNAMIC HEIGHT  -        274.020 (meters)      899.01  (feet) COMP
 MD0016  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 MD0016
 MD0016  VERT ORDER      -  SECOND    CLASS 0
 MD0016
 MD0016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0016  Standards:
 MD0016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0016  -------------------------------------------------------------------
 MD0016  NETWORK    2.64   5.23           1.22   0.88   2.67      0.06777315
 MD0016  -------------------------------------------------------------------
 MD0016  Click here for local accuracies and other accuracy information.
 MD0016
 MD0016.The horizontal coordinates were established by GPS observations
 MD0016.and adjusted by the National Geodetic Survey in June 2012.
 MD0016
 MD0016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0016.been affixed to the stable North American tectonic plate. See 
 MD0016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0016
 MD0016.The horizontal coordinates are valid at the epoch date displayed above
 MD0016.which is a decimal equivalence of Year/Month/Day.
 MD0016
 MD0016.The orthometric height was determined by differential leveling and
 MD0016.adjusted by the NATIONAL GEODETIC SURVEY
 MD0016.in June 1991.
 MD0016
 MD0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0016.GEOID18 height accuracy estimate available here.
 MD0016
 MD0016.Click photographs - Photos may exist for this station.
 MD0016
 MD0016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0016
 MD0016.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0016
 MD0016.The ellipsoidal height was determined by GPS observations
 MD0016.and is referenced to NAD 83.
 MD0016
 MD0016.The dynamic height is computed by dividing the NAVD 88
 MD0016.geopotential number by the normal gravity value computed on the
 MD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0016.degrees latitude (g = 980.6199 gals.).
 MD0016
 MD0016.The modeled gravity was interpolated from observed gravity values.
 MD0016
 MD0016. The following values were computed from the NAD 83(2011) position.
 MD0016
 MD0016;                    North         East     Units Scale Factor Converg.
 MD0016;SPC MI S     -    25,319.025 3,995,942.269   MT  1.00010881   -0 01 59.5
 MD0016;SPC MI S     -    83,067.67 13,110,046.81   iFT  1.00010881   -0 01 59.5
 MD0016;UTM  16      - 4,622,796.402   714,965.727   MT  1.00016868   +1 43 15.4
 MD0016
 MD0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0016!SPC MI S     -   0.99996232  x   1.00010881  =   1.00007113
 MD0016!UTM  16      -   0.99996232  x   1.00016868  =   1.00013100
 MD0016
 MD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1496522796(NAD 83)
 MD0016
 MD0016                          SUPERSEDED SURVEY CONTROL
 MD0016
 MD0016  NAD 83(2007)-  41 43 40.50923(N)    084 24 55.55077(W) AD(2002.00) 0
 MD0016  ELLIP H (02/10/07)  240.248  (m)                       GP(2002.00)    
 MD0016  NAD 83(1994)-  41 43 40.50888(N)    084 24 55.55038(W) AD(       ) 1
 MD0016  ELLIP H (02/03/97)  240.304  (m)                       GP(       ) 4 1
 MD0016  NAD 83(1986)-  41 43 40.51460(N)    084 24 55.56654(W) AD(       ) 1
 MD0016  NAVD 88 (09/14/94)  274.3    (m)  GEOID93  model used  GPS OBS        
 MD0016  NGVD 29 (??/??/92)  274.259  (m)          899.80   (f) ADJ UNCH    2 0
 MD0016
 MD0016.Superseded values are not recommended for survey control.
 MD0016
 MD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0016.See file dsdata.pdf to determine how the superseded data were derived.
 MD0016
 MD0016_MARKER: DB = BENCH MARK DISK
 MD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0016_STAMPING: E 119 1934
 MD0016_MARK LOGO: CGS
 MD0016_PROJECTION: PROJECTING 30 CENTIMETERS
 MD0016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0016+STABILITY: SURFACE MOTION
 MD0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0016+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2025
 MD0016
 MD0016  HISTORY     - Date     Condition        Report By
 MD0016  HISTORY     - 1934     MONUMENTED       CGS
 MD0016  HISTORY     - 1988     GOOD             USPSQD
 MD0016  HISTORY     - 19921203 GOOD             OHPLS
 MD0016  HISTORY     - 19930525 GOOD
 MD0016  HISTORY     - 20000826 GOOD             USPSQD
 MD0016  HISTORY     - 20220816 GOOD             MCA
 MD0016  HISTORY     - 20250617 GOOD             MIDT
 MD0016
 MD0016                          STATION DESCRIPTION
 MD0016
 MD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0016'AT WALDRON.
 MD0016'AT WALDRON, HILLSDALE COUNTY, ABOUT 39 YARDS NORTH OF THE
 MD0016'NORTHEAST CORNER OF THE CINCINNATI NORTHERN RAILROAD STATION,
 MD0016'ABOUT 11 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE AVIS
 MD0016'MILLING CO., 39.3 FEET NORTHWEST OF THE WEST RAIL AT THE CROSSING
 MD0016'OF THE CENTERLINE OF A GRAVEL ROAD, 37 FEET NORTH OF THE
 MD0016'CENTERLINE OF THE ROAD, 15.3 FEET WEST OF THE WEST RAIL, 5.9
 MD0016'FEET EAST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 MD0016'DISK, STAMPED E 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0016
 MD0016                          STATION RECOVERY (1988)
 MD0016
 MD0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0016'RECOVERED IN GOOD CONDITION.
 MD0016
 MD0016                          STATION RECOVERY (1992)
 MD0016
 MD0016'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYORS OF OHIO 1992
 MD0016'THE STATION IS LOCATED 13 KM (8.05 MI) NORTHEAST OF PIONEER, 10 KM
 MD0016'(6.20 MI) NORTHWEST OF FAYETTE, AT WALDRON, MICHIGAN, 0.4 KM
 MD0016'(0.25 MI) EAST ALONG CENTER STREET FROM THE JUNCTION WITH MAIN
 MD0016'STREET, NEAR GRAIN ELEVATORS ON THE LEFT. THE RAILROAD HERE WAS
 MD0016'ABANDONED LONG AGO AND THE TRACKS AND RAILROAD STATION ARE GONE.  THE
 MD0016'STATION IS 11.48 M (37.66 FT) NORTH OF THE CENTERLINE OF CENTER
 MD0016'STREET, 11.6 M (38.1 FT) EAST OF A POWERPOLE WITH THREE TRANSFORMERS,
 MD0016'8.98 M (29.46 FT) SOUTH-SOUTHWEST OF A GRAIN ELEVATOR, 8.84 M
 MD0016'(29.00 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, ABOUT 5 M
 MD0016'(16.4 FT) WEST OF THE CENTER OF THE ABANDONED RAILROAD BED, O.35 M
 MD0016'WEST OF A FIBERGLASS WITNESS POST, AND SET IN A 0.15 M (0.49 FT)
 MD0016'SQUARE CONCRETE POST PROJECTING 0.18 M (0.59 FT) .
 MD0016
 MD0016                          STATION RECOVERY (1993)
 MD0016
 MD0016'RECOVERED 1993
 MD0016'RECOVERED IN GOOD CONDITION.
 MD0016
 MD0016                          STATION RECOVERY (2000)
 MD0016
 MD0016'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0016'RAILROAD BED HAS BEEN REMOVED.
 MD0016
 MD0016                          STATION RECOVERY (2022)
 MD0016
 MD0016'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 MD0016'RECOVERED IN GOOD CONDITION.
 MD0016
 MD0016                          STATION RECOVERY (2025)
 MD0016
 MD0016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 MD0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0210 ***********************************************************************
 QK0210  DESIGNATION -  E 12
 QK0210  PID         -  QK0210
 QK0210  STATE/COUNTY-  MI/CHEBOYGAN
 QK0210  COUNTRY     -  US
 QK0210  USGS QUAD   -  MULLETT LAKE (2017)
 QK0210
 QK0210                         *CURRENT SURVEY CONTROL
 QK0210  ______________________________________________________________________
 QK0210* NAD 83(2011) POSITION- 45 31 22.59373(N) 084 32 57.20468(W)   ADJUSTED
 QK0210* NAD 83(2011) ELLIP HT-   153.832 (meters)        (06/27/12)   ADJUSTED
 QK0210* NAD 83(2011) EPOCH   -  2010.00
 QK0210* NAVD 88 ORTHO HEIGHT -   189.464 (meters)      621.60  (feet) ADJUSTED
 QK0210  ______________________________________________________________________
 QK0210  GEOID HEIGHT    -        -35.648 (meters)                     GEOID18
 QK0210  NAD 83(2011) X  -    425,217.252 (meters)                     COMP
 QK0210  NAD 83(2011) Y  - -4,456,174.317 (meters)                     COMP
 QK0210  NAD 83(2011) Z  -  4,528,365.849 (meters)                     COMP
 QK0210  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 QK0210  DYNAMIC HEIGHT  -        189.462 (meters)      621.59  (feet) COMP
 QK0210  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 QK0210
 QK0210  VERT ORDER      -  FIRST     CLASS I
 QK0210
 QK0210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0210  Standards:
 QK0210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0210  -------------------------------------------------------------------
 QK0210  NETWORK    0.79   2.20           0.34   0.30   1.12      0.13122340
 QK0210  -------------------------------------------------------------------
 QK0210  Click here for local accuracies and other accuracy information.
 QK0210
 QK0210.The horizontal coordinates were established by GPS observations
 QK0210.and adjusted by the National Geodetic Survey in June 2012.
 QK0210
 QK0210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0210.been affixed to the stable North American tectonic plate. See 
 QK0210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0210
 QK0210.The horizontal coordinates are valid at the epoch date displayed above
 QK0210.which is a decimal equivalence of Year/Month/Day.
 QK0210
 QK0210.The orthometric height was determined by differential leveling and
 QK0210.adjusted by the NATIONAL GEODETIC SURVEY
 QK0210.in June 1991.
 QK0210
 QK0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0210.GEOID18 height accuracy estimate available here.
 QK0210
 QK0210.Click photographs - Photos may exist for this station.
 QK0210
 QK0210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0210
 QK0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0210
 QK0210.The ellipsoidal height was determined by GPS observations
 QK0210.and is referenced to NAD 83.
 QK0210
 QK0210.The dynamic height is computed by dividing the NAVD 88
 QK0210.geopotential number by the normal gravity value computed on the
 QK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0210.degrees latitude (g = 980.6199 gals.).
 QK0210
 QK0210.The modeled gravity was interpolated from observed gravity values.
 QK0210
 QK0210. The following values were computed from the NAD 83(2011) position.
 QK0210
 QK0210;                    North         East     Units Scale Factor Converg.
 QK0210;SPC MI C     -   245,182.152 5,985,738.033   MT  0.99996387   -0 07 44.3
 QK0210;SPC MI C     -   804,403.39 19,638,248.14   iFT  0.99996387   -0 07 44.3
 QK0210;UTM  16      - 5,043,966.979   691,392.560   MT  1.00005039   +1 44 57.2
 QK0210
 QK0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0210!SPC MI C     -   0.99997588  x   0.99996387  =   0.99993975
 QK0210!UTM  16      -   0.99997588  x   1.00005039  =   1.00002627
 QK0210
 QK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9139243966(NAD 83)
 QK0210
 QK0210                          SUPERSEDED SURVEY CONTROL
 QK0210
 QK0210  NAD 83(2007)-  45 31 22.59393(N)    084 32 57.20543(W) AD(2002.00) 1
 QK0210  ELLIP H (09/24/08)  153.834  (m)                       GP(2002.00) 3 1
 QK0210  NAVD 88             189.46   (m)          621.6    (f) LEVELING    3  
 QK0210  NGVD 29 (??/??/92)  189.480  (m)          621.65   (f) ADJ UNCH    1 1
 QK0210
 QK0210.Superseded values are not recommended for survey control.
 QK0210
 QK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0210.See file dsdata.pdf to determine how the superseded data were derived.
 QK0210
 QK0210_MARKER: DB = BENCH MARK DISK
 QK0210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0210_STAMPING: ELEV. 621.652 E 12 1916
 QK0210_MARK LOGO: CGS
 QK0210_PROJECTION: FLUSH
 QK0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0210+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2019
 QK0210
 QK0210  HISTORY     - Date     Condition        Report By
 QK0210  HISTORY     - 1916     MONUMENTED       CGS
 QK0210  HISTORY     - 1973     GOOD             USLS
 QK0210  HISTORY     - 20070619 GOOD             MIDT
 QK0210  HISTORY     - 20120713 GOOD             WOOLPT
 QK0210  HISTORY     - 20191101 GOOD             INDIV
 QK0210
 QK0210                          STATION DESCRIPTION
 QK0210
 QK0210'DESCRIBED BY US LAKE SURVEY 1973
 QK0210'3.7 MI NE FROM TOPINABEE.
 QK0210'E 12 ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, AT LONG
 QK0210'POINT ON WEST SIDE OF MULLETT LAKE, 3.7 MILES NORTHEASTERLY
 QK0210'ALONG HWY. M-27 FROM MULLETT TOWNSHIP FIRE HALL IN TOPINABEE,
 QK0210'1.4 MILES NORTHEASTERLY OF BRIDGE OVER MULLETT CREEK, SOUTHERLY
 QK0210'OF INTERSECTION OF HWY. M-27 AND GRAVEL ROAD LEADING TO THE
 QK0210'TIMBERS RESORT, 43.0 FEET NORTHWEST OF NORTHWEST RAIL OF PENN
 QK0210'CENTRAL TRACKS, 41 FEET SOUTHEAST OF CENTERLINE OF OLD U.S.
 QK0210'27, 7.6 FEET SOUTHEAST OF UTILITY POLE NO. 339, 1/4-FOOT ABOVE
 QK0210'THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF A BRONZE
 QK0210'DISC SET INTO THE TOP OF A 8-INCH SQUARE MARBLE POST.
 QK0210
 QK0210                          STATION RECOVERY (2007)
 QK0210
 QK0210'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QK0210'MARK IS PROTRUDING 7 CM (3 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 QK0210'DESCRIBED.
 QK0210
 QK0210                          STATION RECOVERY (2012)
 QK0210
 QK0210'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QK0210'RECOVERED IN GOOD CONDITION.
 QK0210
 QK0210                          STATION RECOVERY (2019)
 QK0210
 QK0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0210'THE MARK IS WITHIN 2 FT (0.6 M) OF A CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1025 ***********************************************************************
 RL1025  DESIGNATION -  E 120
 RL1025  PID         -  RL1025
 RL1025  STATE/COUNTY-  MI/GOGEBIC
 RL1025  COUNTRY     -  US
 RL1025  USGS QUAD   -  IMP LAKE (2017)
 RL1025
 RL1025                         *CURRENT SURVEY CONTROL
 RL1025  ______________________________________________________________________
 RL1025* NAD 83(1986) POSITION- 46 12 36.2    (N) 089 00 17.2    (W)   HD_HELD2
 RL1025* NAVD 88 ORTHO HEIGHT -   519.352 (meters)     1703.91  (feet) ADJUSTED
 RL1025  ______________________________________________________________________
 RL1025  GEOID HEIGHT    -        -31.507 (meters)                     GEOID18
 RL1025  DYNAMIC HEIGHT  -        519.360 (meters)     1703.93  (feet) COMP
 RL1025  MODELED GRAVITY -    980,612.8   (mgal)                       NAVD 88
 RL1025
 RL1025  VERT ORDER      -  SECOND    CLASS 0
 RL1025
 RL1025.The horizontal coordinates were established by autonomous hand held GPS
 RL1025.observations and have an estimated accuracy of +/- 10 meters.
 RL1025
 RL1025.The orthometric height was determined by differential leveling and
 RL1025.adjusted by the NATIONAL GEODETIC SURVEY
 RL1025.in June 1991.
 RL1025
 RL1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1025.GEOID18 height accuracy estimate available here.
 RL1025
 RL1025.Click photographs - Photos may exist for this station.
 RL1025
 RL1025.The dynamic height is computed by dividing the NAVD 88
 RL1025.geopotential number by the normal gravity value computed on the
 RL1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1025.degrees latitude (g = 980.6199 gals.).
 RL1025
 RL1025.The modeled gravity was interpolated from observed gravity values.
 RL1025
 RL1025;                    North         East    Units  Estimated Accuracy
 RL1025;SPC MI N     -   160,528.    7,845,323.      MT  (+/- 10 meters HH2 GPS)
 RL1025
 RL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4535519339(NAD 83)
 RL1025
 RL1025                          SUPERSEDED SURVEY CONTROL
 RL1025
 RL1025  NGVD 29 (??/??/92)  519.369  (m)         1703.96   (f) ADJ UNCH    2 0
 RL1025
 RL1025.Superseded values are not recommended for survey control.
 RL1025
 RL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1025.See file dsdata.pdf to determine how the superseded data were derived.
 RL1025
 RL1025_MARKER: DB = BENCH MARK DISK
 RL1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1025_STAMPING: E 120 1948
 RL1025_MARK LOGO: CGS
 RL1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1025+STABILITY: SURFACE MOTION
 RL1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1025+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 RL1025
 RL1025  HISTORY     - Date     Condition        Report By
 RL1025  HISTORY     - 1948     MONUMENTED       CGS
 RL1025  HISTORY     - 20050407 GOOD             GEOCAC
 RL1025
 RL1025                          STATION DESCRIPTION
 RL1025
 RL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1025'10 MI E FROM WATERSMEET.
 RL1025'ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1025'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT
 RL1025'0.95 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO TAMARACK
 RL1025'LAKE, AT THE Y JUNCTION OF A TRAIL LEADING NORTH, 29 FEET
 RL1025'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43 FEET EAST-NORTHEAST
 RL1025'OF THE CENTER OF THE JUNCTION OF THE TRAIL, 9 FEET WEST OF A
 RL1025'6-INCH SPRUCE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL1025'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1025'POST PROJECTING 3 INCHES.
 RL1025
 RL1025                          STATION RECOVERY (2005)
 RL1025
 RL1025'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1025'10 MI E FROM WATERSMEET.
 RL1025'
 RL1025'ABOUT 8.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS INTERSECTION
 RL1025'WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 0.9 MILE NORTHEAST
 RL1025'ALONG A GRAVEL NO.3940 ROAD, AT THE JUNCTION OF A 2 TRACK ROAD LEADING
 RL1025'NORTH SIGNED E27220.
 RL1025'IT IS 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET
 RL1025'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 9 FEET WEST OF A 12-INCH
 RL1025'SPRUCE TREE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 RL1025'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0400 ***********************************************************************
 RL0400  DESIGNATION -  E 121
 RL0400  PID         -  RL0400
 RL0400  STATE/COUNTY-  MI/IRON
 RL0400  COUNTRY     -  US
 RL0400  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0400
 RL0400                         *CURRENT SURVEY CONTROL
 RL0400  ______________________________________________________________________
 RL0400* NAD 83(1986) POSITION- 46 12 11.07   (N) 088 53 10.72   (W)   HD_HELD1
 RL0400* NAVD 88 ORTHO HEIGHT -   514.593 (meters)     1688.29  (feet) ADJUSTED
 RL0400  ______________________________________________________________________
 RL0400  GEOID HEIGHT    -        -31.665 (meters)                     GEOID18
 RL0400  DYNAMIC HEIGHT  -        514.598 (meters)     1688.31  (feet) COMP
 RL0400  MODELED GRAVITY -    980,608.9   (mgal)                       NAVD 88
 RL0400
 RL0400  VERT ORDER      -  SECOND    CLASS 0
 RL0400
 RL0400.The horizontal coordinates were determined by differentially corrected
 RL0400.hand held GPS observations or other comparable positioning techniques
 RL0400.and have an estimated accuracy of +/- 3 meters.
 RL0400
 RL0400.The orthometric height was determined by differential leveling and
 RL0400.adjusted by the NATIONAL GEODETIC SURVEY
 RL0400.in June 1991.
 RL0400
 RL0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0400.GEOID18 height accuracy estimate available here.
 RL0400
 RL0400.Click photographs - Photos may exist for this station.
 RL0400
 RL0400.The dynamic height is computed by dividing the NAVD 88
 RL0400.geopotential number by the normal gravity value computed on the
 RL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0400.degrees latitude (g = 980.6199 gals.).
 RL0400
 RL0400.The modeled gravity was interpolated from observed gravity values.
 RL0400
 RL0400;                    North         East    Units  Estimated Accuracy
 RL0400;SPC MI N     -   159,527.6   7,854,443.3     MT  (+/- 3 meters HH1 GPS) 
 RL0400
 RL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5447418340(NAD 83)
 RL0400
 RL0400                          SUPERSEDED SURVEY CONTROL
 RL0400
 RL0400  NGVD 29 (??/??/92)  514.607  (m)         1688.34   (f) ADJ UNCH    2 0
 RL0400
 RL0400.Superseded values are not recommended for survey control.
 RL0400
 RL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0400.See file dsdata.pdf to determine how the superseded data were derived.
 RL0400
 RL0400_MARKER: DB = BENCH MARK DISK
 RL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0400_STAMPING: E 121 1948
 RL0400_MARK LOGO: CGS
 RL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0400+STABILITY: SURFACE MOTION
 RL0400
 RL0400  HISTORY     - Date     Condition        Report By
 RL0400  HISTORY     - 1948     MONUMENTED       CGS
 RL0400  HISTORY     - 20020613 GOOD             USPSQD
 RL0400
 RL0400                          STATION DESCRIPTION
 RL0400
 RL0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0400'2 MI S FROM ELMWOOD.
 RL0400'2.05 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM ITS
 RL0400'INTERSECTION WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT
 RL0400'ELMWOOD, AT A SMALL CROSS ROAD (LEADING WEST 1/2 MILE TO JAMES
 RL0400'LAKE), 56 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 38
 RL0400'FEET EAST OF THE CENTER LINE OF THE ROAD, 63 FEET NORTH OF A
 RL0400'TELEPHONE POLE AND ABOUT 2 FEET WEST OF BEING IN LINE WITH THE
 RL0400'ROW OF POLES, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RL0400'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0400'POST PROJECTING 4 INCHES.
 RL0400
 RL0400                          STATION RECOVERY (2002)
 RL0400
 RL0400'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0386 ***********************************************************************
 RL0386  DESIGNATION -  E 122
 RL0386  PID         -  RL0386
 RL0386  STATE/COUNTY-  MI/ONTONAGON
 RL0386  COUNTRY     -  US
 RL0386  USGS QUAD   -  LAKE MITIGWAKI (2017)
 RL0386
 RL0386                         *CURRENT SURVEY CONTROL
 RL0386  ______________________________________________________________________
 RL0386* NAD 83(1986) POSITION- 46 22 28.1    (N) 088 59 40.1    (W)   HD_HELD2
 RL0386* NAVD 88 ORTHO HEIGHT -   512.951 (meters)     1682.91  (feet) ADJUSTED
 RL0386  ______________________________________________________________________
 RL0386  GEOID HEIGHT    -        -31.772 (meters)                     GEOID18
 RL0386  DYNAMIC HEIGHT  -        512.960 (meters)     1682.94  (feet) COMP
 RL0386  MODELED GRAVITY -    980,615.4   (mgal)                       NAVD 88
 RL0386
 RL0386  VERT ORDER      -  SECOND    CLASS 0
 RL0386
 RL0386.The horizontal coordinates were established by autonomous hand held GPS
 RL0386.observations and have an estimated accuracy of +/- 10 meters.
 RL0386
 RL0386.The orthometric height was determined by differential leveling and
 RL0386.adjusted by the NATIONAL GEODETIC SURVEY
 RL0386.in June 1991.
 RL0386
 RL0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0386.GEOID18 height accuracy estimate available here.
 RL0386
 RL0386.Click photographs - Photos may exist for this station.
 RL0386
 RL0386.The dynamic height is computed by dividing the NAVD 88
 RL0386.geopotential number by the normal gravity value computed on the
 RL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0386.degrees latitude (g = 980.6199 gals.).
 RL0386
 RL0386.The modeled gravity was interpolated from observed gravity values.
 RL0386
 RL0386;                    North         East    Units  Estimated Accuracy
 RL0386;SPC MI N     -   178,776.    7,846,578.      MT  (+/- 10 meters HH2 GPS)
 RL0386
 RL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4660937588(NAD 83)
 RL0386
 RL0386                          SUPERSEDED SURVEY CONTROL
 RL0386
 RL0386  NGVD 29 (??/??/92)  512.964  (m)         1682.95   (f) ADJ UNCH    2 0
 RL0386
 RL0386.Superseded values are not recommended for survey control.
 RL0386
 RL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0386.See file dsdata.pdf to determine how the superseded data were derived.
 RL0386
 RL0386_MARKER: DB = BENCH MARK DISK
 RL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0386_STAMPING: E 122 1948
 RL0386_MARK LOGO: CGS
 RL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0386+STABILITY: SURFACE MOTION
 RL0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0386+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL0386
 RL0386  HISTORY     - Date     Condition        Report By
 RL0386  HISTORY     - 1948     MONUMENTED       CGS
 RL0386  HISTORY     - 20040720 GOOD             GEOCAC
 RL0386
 RL0386                          STATION DESCRIPTION
 RL0386
 RL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0386'7.5 MI SE FROM CALDERWOOD.
 RL0386'5.9 MILES SOUTH AND EAST ALONG A ROAD FROM THE ROAD JUNCTION
 RL0386'AT CALDERWOOD THENCE ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD,
 RL0386'ABOUT 0.4 MILE NORTHWEST OF THE ONTONAGON-IRON COUNTY LINE,
 RL0386'ABOUT 1.7 MILES NORTHEAST OF THE BRIDGE OVER DEADMAN CREEK,
 RL0386'AT THE TOP OF A GRADE AND AT THE SOUTH END OF A CURVE SOUTH AND
 RL0386'WEST, 29 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 73
 RL0386'FEET NORTHWEST AND ACROSS THE ROAD FROM A 12-INCH BALSAM TREE,
 RL0386'AT A SMALL CLEARING IN THE WOODS, 2 FEET WEST OF A WHITE WOODEN
 RL0386'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0386'CONCRETE POST PROJECTING 4 INCHES.
 RL0386
 RL0386                          STATION RECOVERY (2004)
 RL0386
 RL0386'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0386'THE GRAVEL ROAD IS FR4500.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0345 ***********************************************************************
 RL0345  DESIGNATION -  E 123
 RL0345  PID         -  RL0345
 RL0345  STATE/COUNTY-  MI/IRON
 RL0345  COUNTRY     -  US
 RL0345  USGS QUAD   -  KENTON (2017)
 RL0345
 RL0345                         *CURRENT SURVEY CONTROL
 RL0345  ______________________________________________________________________
 RL0345* NAD 83(1986) POSITION- 46 23 13.2    (N) 088 57 11.8    (W)   HD_HELD2
 RL0345* NAVD 88 ORTHO HEIGHT -   502.019 (meters)     1647.04  (feet) ADJUSTED
 RL0345  ______________________________________________________________________
 RL0345  GEOID HEIGHT    -        -31.865 (meters)                     GEOID18
 RL0345  DYNAMIC HEIGHT  -        502.028 (meters)     1647.07  (feet) COMP
 RL0345  MODELED GRAVITY -    980,616.1   (mgal)                       NAVD 88
 RL0345
 RL0345  VERT ORDER      -  SECOND    CLASS 0
 RL0345
 RL0345.The horizontal coordinates were established by autonomous hand held GPS
 RL0345.observations and have an estimated accuracy of +/- 10 meters.
 RL0345
 RL0345.The orthometric height was determined by differential leveling and
 RL0345.adjusted by the NATIONAL GEODETIC SURVEY
 RL0345.in June 1991.
 RL0345
 RL0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0345.GEOID18 height accuracy estimate available here.
 RL0345
 RL0345.Click photographs - Photos may exist for this station.
 RL0345
 RL0345.The dynamic height is computed by dividing the NAVD 88
 RL0345.geopotential number by the normal gravity value computed on the
 RL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0345.degrees latitude (g = 980.6199 gals.).
 RL0345
 RL0345.The modeled gravity was interpolated from observed gravity values.
 RL0345
 RL0345;                    North         East    Units  Estimated Accuracy
 RL0345;SPC MI N     -   180,089.    7,849,781.      MT  (+/- 10 meters HH2 GPS)
 RL0345
 RL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4981238901(NAD 83)
 RL0345
 RL0345                          SUPERSEDED SURVEY CONTROL
 RL0345
 RL0345  NGVD 29 (??/??/92)  502.030  (m)         1647.08   (f) ADJ UNCH    2 0
 RL0345
 RL0345.Superseded values are not recommended for survey control.
 RL0345
 RL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0345.See file dsdata.pdf to determine how the superseded data were derived.
 RL0345
 RL0345_MARKER: DB = BENCH MARK DISK
 RL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0345_STAMPING: E 123 1948
 RL0345_MARK LOGO: CGS
 RL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0345+STABILITY: SURFACE MOTION
 RL0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0345+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0345
 RL0345  HISTORY     - Date     Condition        Report By
 RL0345  HISTORY     - 1948     MONUMENTED       CGS
 RL0345  HISTORY     - 20040526 GOOD             GEOCAC
 RL0345
 RL0345                          STATION DESCRIPTION
 RL0345
 RL0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0345'8 MI SE FROM CALDERWOOD.
 RL0345'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0345'ROAD JUNCTION AT CALDERWOOD, THENCE ABOUT 2.05 MILES EAST ALONG
 RL0345'A ROAD LEADING TO FOREST SERVICE ROAD 16, ABOUT 0.45 MILE
 RL0345'SOUTHWEST OF THE JUNCTION OF A ROAD NORTH, AT THE NORTHEAST SIDE
 RL0345'OF THE TRIANGLE FORMED BY THE JUNCTION OF A ROAD SOUTHEAST TO
 RL0345'ROBINSON LAKE, 23 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 RL0345'TRIANGLE, 62 FEET EAST OF THE CENTER LINE OF THE WEST LEG OF
 RL0345'TRIANGLE, 93 FEET EAST AND ACROSS THE ROAD FROM A WHITE WOODEN
 RL0345'POST MARKED P 24 F 34, 14.5 FEET NORTHWEST OF A TRIPLE-TRUNK- MAPLE
 RL0345'TREE, 2.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0345'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0345'PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM KENTON, HOUGHTON
 RL0345'COUNTY BY GOING ABOUT 6.05 MILES SOUTH ALONG FOREST SERVICE
 RL0345'ROAD NO. 16 FROM ITS JUNCTION WITH STATE HIGHWAY 28 AND POST
 RL0345'OFFICE, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A GRAVEL ROAD.
 RL0345
 RL0345                          STATION RECOVERY (2004)
 RL0345
 RL0345'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0345'ALONG (NAT'T FOREST ROAD) FR 4500, 1 FT SW OF AN EXISTING METAL
 RL0345'WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0276 ***********************************************************************
 RL0276  DESIGNATION -  E 124
 RL0276  PID         -  RL0276
 RL0276  STATE/COUNTY-  MI/IRON
 RL0276  COUNTRY     -  US
 RL0276  USGS QUAD   -  GIBBS CITY (2017)
 RL0276
 RL0276                         *CURRENT SURVEY CONTROL
 RL0276  ______________________________________________________________________
 RL0276* NAD 83(1986) POSITION- 46 08 39.     (N) 088 44 25.     (W)   SCALED
 RL0276* NAVD 88 ORTHO HEIGHT -   469.090 (meters)     1539.01  (feet) ADJUSTED
 RL0276  ______________________________________________________________________
 RL0276  GEOID HEIGHT    -        -31.918 (meters)                     GEOID18
 RL0276  DYNAMIC HEIGHT  -        469.094 (meters)     1539.02  (feet) COMP
 RL0276  MODELED GRAVITY -    980,610.0   (mgal)                       NAVD 88
 RL0276
 RL0276  VERT ORDER      -  SECOND    CLASS 0
 RL0276
 RL0276.The horizontal coordinates were scaled from a map and have
 RL0276.an estimated accuracy of +/- 6 seconds.
 RL0276
 RL0276.The orthometric height was determined by differential leveling and
 RL0276.adjusted by the NATIONAL GEODETIC SURVEY
 RL0276.in June 1991.
 RL0276
 RL0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0276.GEOID18 height accuracy estimate available here.
 RL0276
 RL0276.Click photographs - Photos may exist for this station.
 RL0276
 RL0276.The dynamic height is computed by dividing the NAVD 88
 RL0276.geopotential number by the normal gravity value computed on the
 RL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0276.degrees latitude (g = 980.6199 gals.).
 RL0276
 RL0276.The modeled gravity was interpolated from observed gravity values.
 RL0276
 RL0276;                    North         East    Units  Estimated Accuracy
 RL0276;SPC MI N     -   152,720.    7,865,570.      MT  (+/- 180 meters Scaled)
 RL0276
 RL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS655115(NAD 83)
 RL0276
 RL0276                          SUPERSEDED SURVEY CONTROL
 RL0276
 RL0276  NGVD 29 (??/??/92)  469.096  (m)         1539.03   (f) ADJ UNCH    2 0
 RL0276
 RL0276.Superseded values are not recommended for survey control.
 RL0276
 RL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0276.See file dsdata.pdf to determine how the superseded data were derived.
 RL0276
 RL0276_MARKER: DB = BENCH MARK DISK
 RL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0276_STAMPING: E 124 1948
 RL0276_MARK LOGO: CGS
 RL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0276+STABILITY: SURFACE MOTION
 RL0276
 RL0276  HISTORY     - Date     Condition        Report By
 RL0276  HISTORY     - 1948     MONUMENTED       CGS
 RL0276  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0276  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0276
 RL0276                          STATION DESCRIPTION
 RL0276
 RL0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0276'1.4 MI SE FROM BEECHWOOD.
 RL0276'1.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0276'FROM THE POST OFFICE AND RAILWAY SIGN AT BEECHWOOD, AT THE
 RL0276'SOUTHEAST END OF A GRAVEL PIT AND AT THE SOUTHEAST DRIVE TO THE
 RL0276'GRAVEL PIT, ABOUT 0.85 MILE SOUTHEAST OF THE CROSSING OF COUNTY
 RL0276'HIGHWAY 436, 26.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 47 FEET
 RL0276'SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO GRAVEL PIT, 101 FEET
 RL0276'NORTH AND ACROSS THE TRACK FROM POLE NO. 285 E7, 96 FEET EAST
 RL0276'AND ACROSS THE TRACK FROM POLE 286, ABOUT 12 YARDS SOUTHEAST
 RL0276'OF THE NORTHWEST END OF A CUT, ABOUT 4 FEET ABOVE THE TRACK
 RL0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0276
 RL0276                          STATION RECOVERY (1997)
 RL0276
 RL0276'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0276'MARK NOT FOUND.
 RL0276
 RL0276                          STATION RECOVERY (2002)
 RL0276
 RL0276'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0464 ***********************************************************************
 RL0464  DESIGNATION -  E 125
 RL0464  PID         -  RL0464
 RL0464  STATE/COUNTY-  MI/IRON
 RL0464  COUNTRY     -  US
 RL0464  USGS QUAD   -  GAASTRA (2017)
 RL0464
 RL0464                         *CURRENT SURVEY CONTROL
 RL0464  ______________________________________________________________________
 RL0464* NAD 83(1986) POSITION- 46 06 22.     (N) 088 32 26.     (W)   SCALED
 RL0464* NAVD 88 ORTHO HEIGHT -   511.381 (meters)     1677.76  (feet) ADJUSTED
 RL0464  ______________________________________________________________________
 RL0464  GEOID HEIGHT    -        -32.302 (meters)                     GEOID18
 RL0464  DYNAMIC HEIGHT  -        511.387 (meters)     1677.78  (feet) COMP
 RL0464  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 RL0464
 RL0464  VERT ORDER      -  SECOND    CLASS 0
 RL0464
 RL0464.The horizontal coordinates were scaled from a map and have
 RL0464.an estimated accuracy of +/- 6 seconds.
 RL0464
 RL0464.The orthometric height was determined by differential leveling and
 RL0464.adjusted by the NATIONAL GEODETIC SURVEY
 RL0464.in June 1991.
 RL0464
 RL0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0464.GEOID18 height accuracy estimate available here.
 RL0464
 RL0464.Click photographs - Photos may exist for this station.
 RL0464
 RL0464.The dynamic height is computed by dividing the NAVD 88
 RL0464.geopotential number by the normal gravity value computed on the
 RL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0464.degrees latitude (g = 980.6199 gals.).
 RL0464
 RL0464.The modeled gravity was interpolated from observed gravity values.
 RL0464
 RL0464;                    North         East    Units  Estimated Accuracy
 RL0464;SPC MI N     -   148,180.    7,880,910.      MT  (+/- 180 meters Scaled)
 RL0464
 RL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS809069(NAD 83)
 RL0464
 RL0464                          SUPERSEDED SURVEY CONTROL
 RL0464
 RL0464  NGVD 29 (??/??/92)  511.369  (m)         1677.72   (f) ADJ UNCH    2 0
 RL0464
 RL0464.Superseded values are not recommended for survey control.
 RL0464
 RL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0464.See file dsdata.pdf to determine how the superseded data were derived.
 RL0464
 RL0464_MARKER: DB = BENCH MARK DISK
 RL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0464_STAMPING: E 125 1948
 RL0464_MARK LOGO: CGS
 RL0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0464+STABILITY: SURFACE MOTION
 RL0464
 RL0464  HISTORY     - Date     Condition        Report By
 RL0464  HISTORY     - 1948     MONUMENTED       CGS
 RL0464  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0464
 RL0464                          STATION DESCRIPTION
 RL0464
 RL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0464'1.2 MI E FROM MAPLETON.
 RL0464'1.25 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM BATES TOWNSHIP
 RL0464'HALL AT MAPLETON, ABOUT 0.4 MILE WEST OF A NORTH-SOUTH CROSSROAD,
 RL0464'AT THE JUNCTION OF THE OLD AND NEW HIGHWAY 2, 174 FEET SOUTH
 RL0464'OF THE CENTER LINE OF THE NEW HIGHWAY, 38 FEET SOUTHEAST OF
 RL0464'THE CENTER LINE OF THE OLD HIGHWAY, AT THE NORTHEAST END OF A
 RL0464'CUT ALONG OLD HIGHWAY, 23 FEET NORTHEAST OF A 30-INCH MAPLE
 RL0464'TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0464'1 FOOT BELOW THE OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0464'POST PROJECTING 4 INCHES.
 RL0464
 RL0464                          STATION RECOVERY (2002)
 RL0464
 RL0464'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0372 ***********************************************************************
 RL0372  DESIGNATION -  E 126
 RL0372  PID         -  RL0372
 RL0372  STATE/COUNTY-  MI/IRON
 RL0372  COUNTRY     -  US
 RL0372  USGS QUAD   -  PERCH LAKE (2017)
 RL0372
 RL0372                         *CURRENT SURVEY CONTROL
 RL0372  ______________________________________________________________________
 RL0372* NAD 83(1986) POSITION- 46 17 30.41   (N) 088 40 09.36   (W)   HD_HELD1
 RL0372* NAVD 88 ORTHO HEIGHT -   472.604 (meters)     1550.54  (feet) ADJUSTED
 RL0372  ______________________________________________________________________
 RL0372  GEOID HEIGHT    -        -32.073 (meters)                     GEOID18
 RL0372  DYNAMIC HEIGHT  -        472.615 (meters)     1550.57  (feet) COMP
 RL0372  MODELED GRAVITY -    980,624.5   (mgal)                       NAVD 88
 RL0372
 RL0372  VERT ORDER      -  SECOND    CLASS 0
 RL0372
 RL0372.The horizontal coordinates were determined by differentially corrected
 RL0372.hand held GPS observations or other comparable positioning techniques
 RL0372.and have an estimated accuracy of +/- 3 meters.
 RL0372
 RL0372.The orthometric height was determined by differential leveling and
 RL0372.adjusted by the NATIONAL GEODETIC SURVEY
 RL0372.in June 1991.
 RL0372
 RL0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0372.GEOID18 height accuracy estimate available here.
 RL0372
 RL0372.Click photographs - Photos may exist for this station.
 RL0372
 RL0372.The dynamic height is computed by dividing the NAVD 88
 RL0372.geopotential number by the normal gravity value computed on the
 RL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0372.degrees latitude (g = 980.6199 gals.).
 RL0372
 RL0372.The modeled gravity was interpolated from observed gravity values.
 RL0372
 RL0372;                    North         East    Units  Estimated Accuracy
 RL0372;SPC MI N     -   169,009.0   7,871,396.5     MT  (+/- 3 meters HH1 GPS) 
 RL0372
 RL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7142627821(NAD 83)
 RL0372
 RL0372                          SUPERSEDED SURVEY CONTROL
 RL0372
 RL0372  NGVD 29 (??/??/92)  472.604  (m)         1550.54   (f) ADJ UNCH    2 0
 RL0372
 RL0372.Superseded values are not recommended for survey control.
 RL0372
 RL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0372.See file dsdata.pdf to determine how the superseded data were derived.
 RL0372
 RL0372_MARKER: DB = BENCH MARK DISK
 RL0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0372_STAMPING: E 126 1948
 RL0372_MARK LOGO: CGS
 RL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0372+STABILITY: SURFACE MOTION
 RL0372
 RL0372  HISTORY     - Date     Condition        Report By
 RL0372  HISTORY     - 1948     MONUMENTED       CGS
 RL0372  HISTORY     - 19970625 GOOD             USPSQD
 RL0372  HISTORY     - 20040812 MARK NOT FOUND   GEOCAC
 RL0372
 RL0372                          STATION DESCRIPTION
 RL0372
 RL0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0372'5.5 MI N FROM GIBBS CITY.
 RL0372'5.5 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0372'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.75 MILE
 RL0372'SOUTHWEST OF THE JUNCTION OF A ROAD NORTHEAST TO PERCH LAKE
 RL0372'LOOKOUT TOWER, ALONG A SHORT NORTH-SOUTH TANGENT IN THE ROAD
 RL0372'AND AT THE JUNCTION OF A TRAIL LEADING EAST, 26 FEET EAST
 RL0372'OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET NORTH OF THE
 RL0372'CENTER LINE OF THE TRAIL, 9 FEET WEST OF THE WEST END OF A 4 BY
 RL0372'5 BY 2-FOOT BOULDER, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0372'POST, 1.5 FEET ABOVE THE ROAD ABOUT LEVEL WITH THE TRAIL AND SET
 RL0372'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0372
 RL0372                          STATION RECOVERY (1997)
 RL0372
 RL0372'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0372'RECOVERED IN GOOD CONDITION.
 RL0372
 RL0372                          STATION RECOVERY (2004)
 RL0372
 RL0372'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0372'THERE HAS BEEN RECENT ROAD CONSTRUCTION (GRADE CHANGES AND WIDENING)IN
 RL0372'THE AREA. THE TRAIL EAST WAS DOZED WIDER AND USED TO DISPOSE OF EXCESS
 RL0372'MATERIALS (SPOILS).  THERE IS A NEW CROSS CULVERT AND GRADE FILL AT
 RL0372'THE SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0310 ***********************************************************************
 RL0310  DESIGNATION -  E 127
 RL0310  PID         -  RL0310
 RL0310  STATE/COUNTY-  MI/IRON
 RL0310  COUNTRY     -  US
 RL0310  USGS QUAD   -  TUNIS (2017)
 RL0310
 RL0310                         *CURRENT SURVEY CONTROL
 RL0310  ______________________________________________________________________
 RL0310* NAD 83(1986) POSITION- 46 23 23.     (N) 088 33 21.     (W)   SCALED
 RL0310* NAVD 88 ORTHO HEIGHT -   467.664 (meters)     1534.33  (feet) ADJUSTED
 RL0310  ______________________________________________________________________
 RL0310  GEOID HEIGHT    -        -32.330 (meters)                     GEOID18
 RL0310  DYNAMIC HEIGHT  -        467.683 (meters)     1534.39  (feet) COMP
 RL0310  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 RL0310
 RL0310  VERT ORDER      -  SECOND    CLASS 0
 RL0310
 RL0310.The horizontal coordinates were scaled from a map and have
 RL0310.an estimated accuracy of +/- 6 seconds.
 RL0310
 RL0310.The orthometric height was determined by differential leveling and
 RL0310.adjusted by the NATIONAL GEODETIC SURVEY
 RL0310.in June 1991.
 RL0310
 RL0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0310.GEOID18 height accuracy estimate available here.
 RL0310
 RL0310.Click photographs - Photos may exist for this station.
 RL0310
 RL0310.The dynamic height is computed by dividing the NAVD 88
 RL0310.geopotential number by the normal gravity value computed on the
 RL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0310.degrees latitude (g = 980.6199 gals.).
 RL0310
 RL0310.The modeled gravity was interpolated from observed gravity values.
 RL0310
 RL0310;                    North         East    Units  Estimated Accuracy
 RL0310;SPC MI N     -   179,720.    7,880,350.      MT  (+/- 180 meters Scaled)
 RL0310
 RL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS803385(NAD 83)
 RL0310
 RL0310                          SUPERSEDED SURVEY CONTROL
 RL0310
 RL0310  NGVD 29 (??/??/92)  467.656  (m)         1534.30   (f) ADJ UNCH    2 0
 RL0310
 RL0310.Superseded values are not recommended for survey control.
 RL0310
 RL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0310.See file dsdata.pdf to determine how the superseded data were derived.
 RL0310
 RL0310_MARKER: DB = BENCH MARK DISK
 RL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0310_STAMPING: E 127 1948
 RL0310_MARK LOGO: CGS
 RL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0310+STABILITY: SURFACE MOTION
 RL0310
 RL0310  HISTORY     - Date     Condition        Report By
 RL0310  HISTORY     - 1948     MONUMENTED       CGS
 RL0310
 RL0310                          STATION DESCRIPTION
 RL0310
 RL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0310'1.6 MI NW FROM PARK SIDING.
 RL0310'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0310'PACIFIC RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT
 RL0310'1.1 MILES WEST ALONG A LOGGING ROAD LEADING TO CABLE LAKE, AT
 RL0310'THE JUNCTION OF A TRAIL LEADING WEST-NORTHWEST, NEAR THE
 RL0310'HIGHEST POINT OF A CLEARING, 29 FEET SOUTH OF THE CENTER
 RL0310'LINE OF THE ROAD AT THE CENTER OF THE JUNCTION OF THE TRAIL, 2
 RL0310'FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 RL0310'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0475 ***********************************************************************
 RL0475  DESIGNATION -  E 128
 RL0475  PID         -  RL0475
 RL0475  STATE/COUNTY-  MI/BARAGA
 RL0475  COUNTRY     -  US
 RL0475  USGS QUAD   -  COVINGTON (2017)
 RL0475
 RL0475                         *CURRENT SURVEY CONTROL
 RL0475  ______________________________________________________________________
 RL0475* NAD 83(1986) POSITION- 46 32 41.     (N) 088 33 24.     (W)   SCALED
 RL0475* NAVD 88 ORTHO HEIGHT -   472.205 (meters)     1549.23  (feet) ADJUSTED
 RL0475  ______________________________________________________________________
 RL0475  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 RL0475  DYNAMIC HEIGHT  -        472.218 (meters)     1549.27  (feet) COMP
 RL0475  MODELED GRAVITY -    980,627.3   (mgal)                       NAVD 88
 RL0475
 RL0475  VERT ORDER      -  SECOND    CLASS 0
 RL0475
 RL0475.The horizontal coordinates were scaled from a map and have
 RL0475.an estimated accuracy of +/- 6 seconds.
 RL0475
 RL0475.The orthometric height was determined by differential leveling and
 RL0475.adjusted by the NATIONAL GEODETIC SURVEY
 RL0475.in June 1991.
 RL0475
 RL0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0475.GEOID18 height accuracy estimate available here.
 RL0475
 RL0475.Click photographs - Photos may exist for this station.
 RL0475
 RL0475.The dynamic height is computed by dividing the NAVD 88
 RL0475.geopotential number by the normal gravity value computed on the
 RL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0475.degrees latitude (g = 980.6199 gals.).
 RL0475
 RL0475.The modeled gravity was interpolated from observed gravity values.
 RL0475
 RL0475;                    North         East    Units  Estimated Accuracy
 RL0475;SPC MI N     -   196,940.    7,880,620.      MT  (+/- 180 meters Scaled)
 RL0475
 RL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS806557(NAD 83)
 RL0475
 RL0475                          SUPERSEDED SURVEY CONTROL
 RL0475
 RL0475  NGVD 29 (??/??/92)  472.181  (m)         1549.15   (f) ADJ UNCH    2 0
 RL0475
 RL0475.Superseded values are not recommended for survey control.
 RL0475
 RL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0475.See file dsdata.pdf to determine how the superseded data were derived.
 RL0475
 RL0475_MARKER: DB = BENCH MARK DISK
 RL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0475_STAMPING: E 128 1948
 RL0475_MARK LOGO: CGS
 RL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0475+STABILITY: SURFACE MOTION
 RL0475
 RL0475  HISTORY     - Date     Condition        Report By
 RL0475  HISTORY     - 1948     MONUMENTED       CGS
 RL0475  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0475  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0475  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0475
 RL0475                          STATION DESCRIPTION
 RL0475
 RL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0475'1 MI W FROM COVINGTON.
 RL0475'1.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0475'FROM THE STATION AT COVINGTON, AT THE WEST END OF A 10-FOOT
 RL0475'CUT AND AT THE CROSSING OF A PRIVATE ROAD LEADING SOUTH TO A
 RL0475'FARM HOUSE, 22 FEET SOUTH OF THE SOUTH RAIL, 22 FEET EAST OF
 RL0475'THE CENTER LINE OF THE FARM ROAD, 20 FEET NORTH OF THE RIGHT
 RL0475'OF WAY FENCE, 23 FEET NORTHEAST OF A GATE POST, 2 FEET NORTHEAST
 RL0475'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 RL0475'OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0475'INCHES.
 RL0475
 RL0475                          STATION RECOVERY (1982)
 RL0475
 RL0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0475'MARK NOT FOUND.
 RL0475
 RL0475                          STATION RECOVERY (1985)
 RL0475
 RL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0475'MARK NOT FOUND.
 RL0475
 RL0475                          STATION RECOVERY (1992)
 RL0475
 RL0475'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0475'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0652 ***********************************************************************
 RL0652  DESIGNATION -  E 129
 RL0652  PID         -  RL0652
 RL0652  STATE/COUNTY-  MI/BARAGA
 RL0652  COUNTRY     -  US
 RL0652  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0652
 RL0652                         *CURRENT SURVEY CONTROL
 RL0652  ______________________________________________________________________
 RL0652* NAD 83(1986) POSITION- 46 41 26.     (N) 088 35 23.     (W)   SCALED
 RL0652* NAVD 88 ORTHO HEIGHT -   336.585 (meters)     1104.28  (feet) ADJUSTED
 RL0652  ______________________________________________________________________
 RL0652  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 RL0652  DYNAMIC HEIGHT  -        336.597 (meters)     1104.32  (feet) COMP
 RL0652  MODELED GRAVITY -    980,639.9   (mgal)                       NAVD 88
 RL0652
 RL0652  VERT ORDER      -  SECOND    CLASS 0
 RL0652
 RL0652.The horizontal coordinates were scaled from a map and have
 RL0652.an estimated accuracy of +/- 6 seconds.
 RL0652
 RL0652.The orthometric height was determined by differential leveling and
 RL0652.adjusted by the NATIONAL GEODETIC SURVEY
 RL0652.in June 1991.
 RL0652
 RL0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0652.GEOID18 height accuracy estimate available here.
 RL0652
 RL0652.Click photographs - Photos may exist for this station.
 RL0652
 RL0652.The dynamic height is computed by dividing the NAVD 88
 RL0652.geopotential number by the normal gravity value computed on the
 RL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0652.degrees latitude (g = 980.6199 gals.).
 RL0652
 RL0652.The modeled gravity was interpolated from observed gravity values.
 RL0652
 RL0652;                    North         East    Units  Estimated Accuracy
 RL0652;SPC MI N     -   213,200.    7,878,410.      MT  (+/- 180 meters Scaled)
 RL0652
 RL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784720(NAD 83)
 RL0652
 RL0652                          SUPERSEDED SURVEY CONTROL
 RL0652
 RL0652  NGVD 29 (??/??/92)  336.553  (m)         1104.17   (f) ADJ UNCH    2 0
 RL0652
 RL0652.Superseded values are not recommended for survey control.
 RL0652
 RL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0652.See file dsdata.pdf to determine how the superseded data were derived.
 RL0652
 RL0652_MARKER: DB = BENCH MARK DISK
 RL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0652_STAMPING: E 129 1948
 RL0652_MARK LOGO: CGS
 RL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0652+STABILITY: SURFACE MOTION
 RL0652
 RL0652  HISTORY     - Date     Condition        Report By
 RL0652  HISTORY     - 1948     MONUMENTED       CGS
 RL0652
 RL0652                          STATION DESCRIPTION
 RL0652
 RL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0652'7.8 MI SW FROM BARAGA.
 RL0652'7.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0652'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0652'BARAGA, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 RL0652'EAST-SOUTHEAST OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE, 2 FEET
 RL0652'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0652'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0147 ***********************************************************************
 PL0147  DESIGNATION -  E 13
 PL0147  PID         -  PL0147
 PL0147  STATE/COUNTY-  MI/CRAWFORD
 PL0147  COUNTRY     -  US
 PL0147  USGS QUAD   -  FREDERIC (2017)
 PL0147
 PL0147                         *CURRENT SURVEY CONTROL
 PL0147  ______________________________________________________________________
 PL0147* NAD 83(2011) POSITION- 44 46 35.90231(N) 084 45 16.06708(W)   ADJUSTED
 PL0147* NAD 83(2011) ELLIP HT-   332.090 (meters)        (06/27/12)   ADJUSTED
 PL0147* NAD 83(2011) EPOCH   -  2010.00
 PL0147* NAVD 88 ORTHO HEIGHT -   366.541 (meters)     1202.56  (feet) ADJUSTED
 PL0147  ______________________________________________________________________
 PL0147  GEOID HEIGHT    -        -34.471 (meters)                     GEOID18
 PL0147  NAD 83(2011) X  -    414,639.528 (meters)                     COMP
 PL0147  NAD 83(2011) Y  - -4,516,350.350 (meters)                     COMP
 PL0147  NAD 83(2011) Z  -  4,469,996.372 (meters)                     COMP
 PL0147  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 PL0147  DYNAMIC HEIGHT  -        366.496 (meters)     1202.41  (feet) COMP
 PL0147  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 PL0147  OBS GRAVITY     -    980,488.3   (mgal)                       GRAV_OBS
 PL0147
 PL0147  VERT ORDER      -  FIRST     CLASS II
 PL0147
 PL0147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0147  Standards:
 PL0147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0147  -------------------------------------------------------------------
 PL0147  NETWORK   60.69  55.23          28.21  19.86  28.18     -0.06897202
 PL0147  -------------------------------------------------------------------
 PL0147  Click here for local accuracies and other accuracy information.
 PL0147
 PL0147.The horizontal coordinates were established by GPS observations
 PL0147.and adjusted by the National Geodetic Survey in June 2012.
 PL0147
 PL0147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0147.been affixed to the stable North American tectonic plate. See 
 PL0147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0147
 PL0147.The horizontal coordinates are valid at the epoch date displayed above
 PL0147.which is a decimal equivalence of Year/Month/Day.
 PL0147
 PL0147.The orthometric height was determined by differential leveling and
 PL0147.adjusted by the NATIONAL GEODETIC SURVEY
 PL0147.in June 1991.
 PL0147
 PL0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0147.GEOID18 height accuracy estimate available here.
 PL0147
 PL0147.Click photographs - Photos may exist for this station.
 PL0147
 PL0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0147
 PL0147.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0147
 PL0147.The ellipsoidal height was determined by GPS observations
 PL0147.and is referenced to NAD 83.
 PL0147
 PL0147.The dynamic height is computed by dividing the NAVD 88
 PL0147.geopotential number by the normal gravity value computed on the
 PL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0147.degrees latitude (g = 980.6199 gals.).
 PL0147
 PL0147.The modeled gravity was interpolated from observed gravity values.
 PL0147
 PL0147.The observed gravity was obtained from relative gravimeter ties
 PL0147.to the IGSN71 gravity network.
 PL0147
 PL0147. The following values were computed from the NAD 83(2011) position.
 PL0147
 PL0147;                    North         East     Units Scale Factor Converg.
 PL0147;SPC MI C     -   162,305.409 5,969,307.583   MT  0.99991692   -0 16 26.2
 PL0147;SPC MI C     -   532,498.06 19,584,342.46   iFT  0.99991692   -0 16 26.2
 PL0147;UTM  16      - 4,960,591.258   677,669.352   MT  0.99998818   +1 34 55.4
 PL0147
 PL0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0147!SPC MI C     -   0.99994793  x   0.99991692  =   0.99986486
 PL0147!UTM  16      -   0.99994793  x   0.99998818  =   0.99993611
 PL0147
 PL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7766960591(NAD 83)
 PL0147
 PL0147                          SUPERSEDED SURVEY CONTROL
 PL0147
 PL0147  NAD 83(2007)-  44 46 35.90258(N)    084 45 16.06804(W) AD(2002.00) 0
 PL0147  ELLIP H (02/10/07)  332.108  (m)                       GP(2002.00)    
 PL0147  ELLIP H (07/17/02)  332.056  (m)                       GP(       ) 4 1
 PL0147  NAD 83(1994)-  44 46 35.90377(N)    084 45 16.06976(W) AD(       ) 1
 PL0147  ELLIP H (02/03/97)  332.090  (m)                       GP(       ) 4 1
 PL0147  NAD 83(1986)-  44 46 35.89798(N)    084 45 16.07465(W) AD(       ) 1
 PL0147  NAVD 88             366.54   (m)         1202.6    (f) LEVELING    3  
 PL0147  NGVD 29 (??/??/92)  366.637  (m)         1202.87   (f) ADJ UNCH    1 2
 PL0147
 PL0147.Superseded values are not recommended for survey control.
 PL0147
 PL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0147.See file dsdata.pdf to determine how the superseded data were derived.
 PL0147
 PL0147_MARKER: DB = BENCH MARK DISK
 PL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0147_STAMPING: E 13 1916
 PL0147_MARK LOGO: CGS
 PL0147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0147+STABILITY: SURFACE MOTION
 PL0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0147+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PL0147
 PL0147  HISTORY     - Date     Condition        Report By
 PL0147  HISTORY     - 1916     MONUMENTED       CGS
 PL0147  HISTORY     - 1950     GOOD             CGS
 PL0147  HISTORY     - 1976     GOOD             NGS
 PL0147  HISTORY     - 19910806 GOOD             NGS
 PL0147  HISTORY     - 20031001 GOOD             JCLS
 PL0147  HISTORY     - 20120717 GOOD             WOOLPT
 PL0147
 PL0147                          STATION DESCRIPTION
 PL0147
 PL0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PL0147'AT FREDERIC.
 PL0147'AT FREDERIC, CRAWFORD COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0147'600 FEET SOUTH OF A DIRT ROAD CROSSING, 194 FEET SOUTH AND 34
 PL0147'FEET EAST OF THE SOUTHWEST CORNER OF A RAILROAD HAND CAR STORAGE
 PL0147'SHED, 75 FEET SOUTH AND 12 FEET WEST OF THE SOUTH END OF A CONCRETE
 PL0147'CULVERT ON THE WEST SIDE OF THE HIGHWAY, 43.8 FEET EAST OF THE EAST
 PL0147'RAIL, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET EAST
 PL0147'AND 3 FEET SOUTH OF A PHONE POLE.  A STANDARD DISK, STAMPED ELEV.
 PL0147'1202.875 FT. E 13 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0147'PROJECTING 9 INCHES ABOVE GROUND.
 PL0147
 PL0147                          STATION RECOVERY (1976)
 PL0147
 PL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0147'0.2 MILE SOUTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH COUNTY ROUTE
 PL0147'612 GOING EAST, 34 FT WEST OF THE CENTER OF THE HIGHWAY, 43.8 FEET
 PL0147'EAST OF THE EAST RAIL OF NEW YORK CENTRAL RAILROAD.
 PL0147
 PL0147                          STATION RECOVERY (1991)
 PL0147
 PL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0147'STATION IS LOCATED IN QUAD. 440844, IN THE TOWN OF FREDERIC.  IT IS IN
 PL0147'SECTION 35, T-28-N, R-4-W, FREDERICK TOWNSHIP ON THE FREDERICK
 PL0147'QUADRANGLE MAP AND ON HIGHWAY RIGHT-OF-WAY.
 PL0147'
 PL0147'TO REACH FROM THE CAUTION LIGHT IN THE CENTER OF FREDERIC AT THE
 PL0147'JUNCTION OF COUNTY ROAD 612 AND OLD U.S. HIGHWAY 27, GO SOUTH ON OLD
 PL0147'U.S. HIGHWAY 27 FOR 0.15 MI (0.24 KM)  TO MARK ON THE RIGHT AS
 PL0147'DESCRIBED.
 PL0147'
 PL0147'STATION IS 78.5 FT (23.9 MT) SOUTH OF WESTS END OF A METAL CULVERT
 PL0147'UNDER OLD U.S. HIGHWAY 27, 44.0 FT (13.4 MT) EAST FROM THE EAST RAIL
 PL0147'OF A RAILROAD TRACK, 32.6 FT (9.9 MT) WEST FROM THE CENTER OF OLD
 PL0147'U.S. HIGHWAY 27, AND 1.0 FT (0.3 MT) NORTH AND 1.0 FT (0.3 MT) SOUTH
 PL0147'FROM A WITNESS POST.  MARK IS RECESSED ABOUT 8-INCHES.
 PL0147
 PL0147                          STATION RECOVERY (2003)
 PL0147
 PL0147'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PL0147'RECOVERED IN GOOD CONDITION.
 PL0147
 PL0147                          STATION RECOVERY (2012)
 PL0147
 PL0147'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 PL0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0850 ***********************************************************************
 RL0850  DESIGNATION -  E 130
 RL0850  PID         -  RL0850
 RL0850  STATE/COUNTY-  MI/ONTONAGON
 RL0850  COUNTRY     -  US
 RL0850  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0850
 RL0850                         *CURRENT SURVEY CONTROL
 RL0850  ______________________________________________________________________
 RL0850* NAD 83(1986) POSITION- 46 47 37.5    (N) 089 21 12.0    (W)   HD_HELD2
 RL0850* NAVD 88 ORTHO HEIGHT -   238.345 (meters)      781.97  (feet) ADJUSTED
 RL0850  ______________________________________________________________________
 RL0850  GEOID HEIGHT    -        -31.337 (meters)                     GEOID18
 RL0850  DYNAMIC HEIGHT  -        238.379 (meters)      782.08  (feet) COMP
 RL0850  MODELED GRAVITY -    980,749.8   (mgal)                       NAVD 88
 RL0850
 RL0850  VERT ORDER      -  SECOND    CLASS 0
 RL0850
 RL0850.The horizontal coordinates were established by autonomous hand held GPS
 RL0850.observations and have an estimated accuracy of +/- 10 meters.
 RL0850
 RL0850.The orthometric height was determined by differential leveling and
 RL0850.adjusted by the NATIONAL GEODETIC SURVEY
 RL0850.in June 1991.
 RL0850
 RL0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0850.GEOID18 height accuracy estimate available here.
 RL0850
 RL0850.Click photographs - Photos may exist for this station.
 RL0850
 RL0850.The dynamic height is computed by dividing the NAVD 88
 RL0850.geopotential number by the normal gravity value computed on the
 RL0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0850.degrees latitude (g = 980.6199 gals.).
 RL0850
 RL0850.The modeled gravity was interpolated from observed gravity values.
 RL0850
 RL0850;                    North         East    Units  Estimated Accuracy
 RL0850;SPC MI N     -   226,117.    7,820,364.      MT  (+/- 10 meters HH2 GPS)
 RL0850
 RL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2040284933(NAD 83)
 RL0850
 RL0850                          SUPERSEDED SURVEY CONTROL
 RL0850
 RL0850  NGVD 29 (??/??/92)  238.370  (m)          782.05   (f) ADJ UNCH    2 0
 RL0850
 RL0850.Superseded values are not recommended for survey control.
 RL0850
 RL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0850.See file dsdata.pdf to determine how the superseded data were derived.
 RL0850
 RL0850_MARKER: DB = BENCH MARK DISK
 RL0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0850_STAMPING: E 130 1948
 RL0850_MARK LOGO: CGS
 RL0850_PROJECTION: PROJECTING 13 CENTIMETERS
 RL0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0850+STABILITY: SURFACE MOTION
 RL0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0850+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2024
 RL0850
 RL0850  HISTORY     - Date     Condition        Report By
 RL0850  HISTORY     - 1948     MONUMENTED       CGS
 RL0850  HISTORY     - 1984     GOOD             NGS
 RL0850  HISTORY     - 19960626 GOOD             USPSQD
 RL0850  HISTORY     - 20010615 GOOD             USPSQD
 RL0850  HISTORY     - 20040811 GOOD             USPSQD
 RL0850  HISTORY     - 20090622 GOOD             MIDT
 RL0850  HISTORY     - 20240525 GOOD             MITU
 RL0850
 RL0850                          STATION DESCRIPTION
 RL0850
 RL0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0850'6.3 MI SW FROM ONTONAGON.
 RL0850'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL0850'WITH U.S. HIGHWAY 45, AT ONTONAGON, THENCE ABOUT 4.85 MILES
 RL0850'SOUTHWEST ALONG THE MATCHWOOD ROAD, ABOUT 0.2 MILE SOUTH OF A
 RL0850'3-FOOT CONCRETE BRIDGE, ABOUT 0.5 MILE NORTH OF A ROAD WEST,
 RL0850'AT THE INTERSECTION OF AN EAST-WEST CROSSROAD, 33 FEET EAST OF
 RL0850'THE CENTER LINE OF THE MATCHWOOD ROAD, 38 FEET NORTH OF THE
 RL0850'CENTER LINE OF THE CROSS ROAD, 5 FEET EAST OF A FENCE CORNER,
 RL0850'1 FOOT SOUTH OF THE FENCE LINE, 72 FEET NORTH-NORTHWEST OF THE EAST
 RL0850'END OF A 12-INCH PIPE CULVERT, 1 FOOT BELOW THE ROAD AND SET IN THE
 RL0850'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL0850
 RL0850                          STATION RECOVERY (1984)
 RL0850
 RL0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (1996)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (2001)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (2004)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (2009)
 RL0850
 RL0850'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0850'RECOVERED AS DESCRIBED.
 RL0850
 RL0850                          STATION RECOVERY (2024)
 RL0850
 RL0850'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0850'THE SURVEY MARKER IS LOCATED 38 FT (11.6 M) EAST-SOUTHEAST FROM THE
 RL0850'CENTER OF NORWICH ROAD AND 38 FT (11.6 M) NORTH OF THE CENTER OF THE
 RL0850'EAST EXTENSION OF STIMAC ROAD, WHICH IS A DRIVEWAY.  THE FENCE AND ITS
 RL0850'POSTS NO LONGER EXIST.  COORDINATES FORMERLY GIVEN ON THE NGS
 RL0850'DATASHEET PLACE THE MARKER ABOUT 90 FT (27.4 M) AT AN AZIMUTH OF 55
 RL0850'DEGREES FROM ITS ACTUAL LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1365 ***********************************************************************
 RL1365  DESIGNATION -  E 131
 RL1365  PID         -  RL1365
 RL1365  STATE/COUNTY-  MI/ONTONAGON
 RL1365  COUNTRY     -  US
 RL1365  USGS QUAD   -  BERGLAND NE (2017)
 RL1365
 RL1365                         *CURRENT SURVEY CONTROL
 RL1365  ______________________________________________________________________
 RL1365* NAD 83(1986) POSITION- 46 40 49.     (N) 089 33 31.     (W)   SCALED
 RL1365* NAVD 88 ORTHO HEIGHT -   436.613 (meters)     1432.45  (feet) ADJUSTED
 RL1365  ______________________________________________________________________
 RL1365  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 RL1365  DYNAMIC HEIGHT  -        436.655 (meters)     1432.59  (feet) COMP
 RL1365  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 RL1365
 RL1365  VERT ORDER      -  SECOND    CLASS 0
 RL1365
 RL1365.The horizontal coordinates were scaled from a map and have
 RL1365.an estimated accuracy of +/- 6 seconds.
 RL1365
 RL1365.The orthometric height was determined by differential leveling and
 RL1365.adjusted by the NATIONAL GEODETIC SURVEY
 RL1365.in June 1991.
 RL1365
 RL1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1365.GEOID18 height accuracy estimate available here.
 RL1365
 RL1365.Click photographs - Photos may exist for this station.
 RL1365
 RL1365.The dynamic height is computed by dividing the NAVD 88
 RL1365.geopotential number by the normal gravity value computed on the
 RL1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1365.degrees latitude (g = 980.6199 gals.).
 RL1365
 RL1365.The modeled gravity was interpolated from observed gravity values.
 RL1365
 RL1365;                    North         East    Units  Estimated Accuracy
 RL1365;SPC MI N     -   214,000.    7,804,290.      MT  (+/- 180 meters Scaled)
 RL1365
 RL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS043728(NAD 83)
 RL1365
 RL1365                          SUPERSEDED SURVEY CONTROL
 RL1365
 RL1365  NGVD 29 (??/??/92)  436.629  (m)         1432.51   (f) ADJ UNCH    2 0
 RL1365
 RL1365.Superseded values are not recommended for survey control.
 RL1365
 RL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1365.See file dsdata.pdf to determine how the superseded data were derived.
 RL1365
 RL1365_MARKER: DB = BENCH MARK DISK
 RL1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1365_STAMPING: E 131 1948
 RL1365_MARK LOGO: CGS
 RL1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1365+STABILITY: SURFACE MOTION
 RL1365
 RL1365  HISTORY     - Date     Condition        Report By
 RL1365  HISTORY     - 1948     MONUMENTED       CGS
 RL1365  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1365  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1365  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1365  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1365
 RL1365                          STATION DESCRIPTION
 RL1365
 RL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1365'5.2 MI S FROM WHITE PINE.
 RL1365'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1365'AT WHITE PINE, SET IN THE NORTHWEST ANGLE OF A SIDE ROAD LEADING
 RL1365'WEST TO BERGLAND FIRE LOOKOUT TOWER, 71 FEET WEST OF THE CENTER
 RL1365'LINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE
 RL1365'SIDE ROAD, 6 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH
 RL1365'THE ROW OF POLES, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL1365'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1365'PROJECTING 12 INCHES.
 RL1365
 RL1365                          STATION RECOVERY (1987)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (1995)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (2000)
 RL1365
 RL1365'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (2004)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1403 ***********************************************************************
 RL1403  DESIGNATION -  E 132
 RL1403  PID         -  RL1403
 RL1403  STATE/COUNTY-  MI/GOGEBIC
 RL1403  COUNTRY     -  US
 RL1403  USGS QUAD   -  THOMASTON (2017)
 RL1403
 RL1403                         *CURRENT SURVEY CONTROL
 RL1403  ______________________________________________________________________
 RL1403* NAD 83(1986) POSITION- 46 30 17.     (N) 089 56 09.     (W)   SCALED
 RL1403* NAVD 88 ORTHO HEIGHT -   410.088 (meters)     1345.43  (feet) ADJUSTED
 RL1403  ______________________________________________________________________
 RL1403  GEOID HEIGHT    -        -30.687 (meters)                     GEOID18
 RL1403  DYNAMIC HEIGHT  -        410.110 (meters)     1345.50  (feet) COMP
 RL1403  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 RL1403
 RL1403  VERT ORDER      -  SECOND    CLASS 0
 RL1403
 RL1403.The horizontal coordinates were scaled from a map and have
 RL1403.an estimated accuracy of +/- 6 seconds.
 RL1403
 RL1403.The orthometric height was determined by differential leveling and
 RL1403.adjusted by the NATIONAL GEODETIC SURVEY
 RL1403.in June 1991.
 RL1403
 RL1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1403.GEOID18 height accuracy estimate available here.
 RL1403
 RL1403.Click photographs - Photos may exist for this station.
 RL1403
 RL1403.The dynamic height is computed by dividing the NAVD 88
 RL1403.geopotential number by the normal gravity value computed on the
 RL1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1403.degrees latitude (g = 980.6199 gals.).
 RL1403
 RL1403.The modeled gravity was interpolated from observed gravity values.
 RL1403
 RL1403;                    North         East    Units  Estimated Accuracy
 RL1403;SPC MI N     -   195,500.    7,774,730.      MT  (+/- 180 meters Scaled)
 RL1403
 RL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS747543(NAD 83)
 RL1403
 RL1403                          SUPERSEDED SURVEY CONTROL
 RL1403
 RL1403  NGVD 29 (??/??/92)  410.101  (m)         1345.47   (f) ADJ UNCH    2 0
 RL1403
 RL1403.Superseded values are not recommended for survey control.
 RL1403
 RL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1403.See file dsdata.pdf to determine how the superseded data were derived.
 RL1403
 RL1403_MARKER: DB = BENCH MARK DISK
 RL1403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1403_SP_SET: BRIDGE
 RL1403_STAMPING: E 132 1948
 RL1403_MARK LOGO: CGS
 RL1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1403
 RL1403  HISTORY     - Date     Condition        Report By
 RL1403  HISTORY     - 1948     MONUMENTED       CGS
 RL1403  HISTORY     - 1985     GOOD             NGS
 RL1403  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1403  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1403  HISTORY     - 20100831 MARK NOT FOUND   MIDT
 RL1403
 RL1403                          STATION DESCRIPTION
 RL1403
 RL1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1403'0.8 MI SW FROM THOMASTON.
 RL1403'ABOUT 0.8 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE TOWNSHIP
 RL1403'HALL AT THOMASTON, ABOUT 0.25 MILE SOUTHWEST OF A 14-FOOT
 RL1403'CONCRETE BRIDGE, SET IN THE TOP OF THE NORTHEAST WING WALL OF
 RL1403'A 24-FOOT CONCRETE BRIDGE OVER A CREEK, 11 FEET EAST OF AND
 RL1403'ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE ROAD.  MARK IS
 RL1403'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 28 FROM THE STATE
 RL1403'POLICE HEADQUARTERS AT WAKEFIELD, THENCE ABOUT 1.3 MILES NORTH
 RL1403'ALONG A COUNTY ROAD TO THOMASTON.
 RL1403
 RL1403                          STATION RECOVERY (1985)
 RL1403
 RL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1403'RECOVERED IN GOOD CONDITION.
 RL1403
 RL1403                          STATION RECOVERY (1988)
 RL1403
 RL1403'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1403'MARK NOT FOUND.
 RL1403
 RL1403                          STATION RECOVERY (2003)
 RL1403
 RL1403'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1403'NOT FOUND.  NOTE-- THE ROAD REFERENCED IN THE 1948 DESCRIPTION IS
 RL1403'THOMASTON ROAD OR COUNTY ROAD 519.
 RL1403
 RL1403                          STATION RECOVERY (2010)
 RL1403
 RL1403'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0043 ***********************************************************************
 RM0043  DESIGNATION -  E 133
 RM0043  PID         -  RM0043
 RM0043  STATE/COUNTY-  MI/GOGEBIC
 RM0043  COUNTRY     -  US
 RM0043  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0043
 RM0043                         *CURRENT SURVEY CONTROL
 RM0043  ______________________________________________________________________
 RM0043* NAD 83(2011) POSITION- 46 34 10.78559(N) 090 10 36.06135(W)   ADJUSTED
 RM0043* NAD 83(2011) ELLIP HT-   303.731 (meters)        (08/30/18)   ADJUSTED
 RM0043* NAD 83(2011) EPOCH   -  2010.00
 RM0043* NAVD 88 ORTHO HEIGHT -   334.328 (meters)     1096.87  (feet) ADJUSTED
 RM0043  ______________________________________________________________________
 RM0043  GEOID HEIGHT    -        -30.589 (meters)                     GEOID18
 RM0043  NAD 83(2011) X  -    -13,545.990 (meters)                     COMP
 RM0043  NAD 83(2011) Y  - -4,392,740.123 (meters)                     COMP
 RM0043  NAD 83(2011) Z  -  4,609,228.052 (meters)                     COMP
 RM0043  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 RM0043  DYNAMIC HEIGHT  -        334.362 (meters)     1096.99  (feet) COMP
 RM0043  MODELED GRAVITY -    980,705.0   (mgal)                       NAVD 88
 RM0043
 RM0043  VERT ORDER      -  SECOND    CLASS I
 RM0043
 RM0043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0043  Standards:
 RM0043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0043  -------------------------------------------------------------------
 RM0043  NETWORK    0.57   1.04           0.26   0.19   0.53     -0.14279247
 RM0043  -------------------------------------------------------------------
 RM0043  Click here for local accuracies and other accuracy information.
 RM0043
 RM0043.The horizontal coordinates were established by GPS observations
 RM0043.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 RM0043
 RM0043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0043.been affixed to the stable North American tectonic plate. See 
 RM0043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0043
 RM0043.The horizontal coordinates are valid at the epoch date displayed above
 RM0043.which is a decimal equivalence of Year/Month/Day.
 RM0043
 RM0043.The orthometric height was determined by differential leveling and
 RM0043.adjusted by the NATIONAL GEODETIC SURVEY
 RM0043.in December 2018.
 RM0043
 RM0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0043.GEOID18 height accuracy estimate available here.
 RM0043
 RM0043.Click photographs - Photos may exist for this station.
 RM0043
 RM0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0043
 RM0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0043
 RM0043.The ellipsoidal height was determined by GPS observations
 RM0043.and is referenced to NAD 83.
 RM0043
 RM0043.The dynamic height is computed by dividing the NAVD 88
 RM0043.geopotential number by the normal gravity value computed on the
 RM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0043.degrees latitude (g = 980.6199 gals.).
 RM0043
 RM0043.The modeled gravity was interpolated from observed gravity values.
 RM0043
 RM0043. The following values were computed from the NAD 83(2011) position.
 RM0043
 RM0043;                    North         East     Units Scale Factor Converg.
 RM0043;SPC MI N     -   203,420.062 7,756,546.979   MT  0.99991513   -2 17 45.9
 RM0043;SPC MI N     -   667,388.65 25,447,988.78   iFT  0.99991513   -2 17 45.9
 RM0043;UTM  15      - 5,161,216.773   716,356.852   MT  1.00017542   +2 03 04.0
 RM0043
 RM0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0043!SPC MI N     -   0.99995239  x   0.99991513  =   0.99986752
 RM0043!UTM  15      -   0.99995239  x   1.00017542  =   1.00012780
 RM0043
 RM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1635661216(NAD 83)
 RM0043
 RM0043                          SUPERSEDED SURVEY CONTROL
 RM0043
 RM0043  NAVD 88 (06/15/91)  334.336  (m)         1096.90   (f) SUPERSEDED  2 0
 RM0043  NGVD 29 (??/??/92)  334.366  (m)         1097.00   (f) ADJ UNCH    2 0
 RM0043
 RM0043.Superseded values are not recommended for survey control.
 RM0043
 RM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0043.See file dsdata.pdf to determine how the superseded data were derived.
 RM0043
 RM0043_MARKER: DB = BENCH MARK DISK
 RM0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0043_SP_SET: ABUTMENT
 RM0043_STAMPING: E 133 1948
 RM0043_MARK LOGO: CGS
 RM0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0043+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 RM0043
 RM0043  HISTORY     - Date     Condition        Report By
 RM0043  HISTORY     - 1948     MONUMENTED       CGS
 RM0043  HISTORY     - 1987     GOOD             USPSQD
 RM0043  HISTORY     - 19960625 GOOD             USPSQD
 RM0043  HISTORY     - 20020613 GOOD             USPSQD
 RM0043  HISTORY     - 20180712 GOOD             WIDT
 RM0043  HISTORY     - 20180806 GOOD             WIDT
 RM0043
 RM0043                          STATION DESCRIPTION
 RM0043
 RM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0043'5 MI NW FROM NORTH IRONWOOD.
 RM0043'ABOUT 5.0 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0043'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0043'IRONWOOD, 0.35 MILE NORTH OF A CURVE WITH TANGENTS NORTH AND EAST
 RM0043'AND THE JUNCTION OF A SIDE ROAD SOUTH, SET IN THE TOP OF THE EAST
 RM0043'END OF THE SOUTH ABUTMENT OF A 36-FOOT CONCRETE BRIDGE OVER MUD
 RM0043'CREEK, 23 FEET EAST OF AND 1 FOOT BELOW THE CENTER LINE OF THE
 RM0043'ROAD.
 RM0043
 RM0043                          STATION RECOVERY (1987)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043
 RM0043                          STATION RECOVERY (1996)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043
 RM0043                          STATION RECOVERY (2002)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043
 RM0043                          STATION RECOVERY (2018)
 RM0043
 RM0043'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043'
 RM0043'NOTE-THE MARK IS OBSTRUCTED BY A TREE LINE TO THE SOUTHEAST EXTENDING
 RM0043'TO 30 DEGREES ABOVE THE HORIZON.
 RM0043
 RM0043                          STATION RECOVERY (2018)
 RM0043
 RM0043'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0043'RECOVERED IN GOOD CONDITION.  NOTE-THE MARK IS OBSTRUCTED BY A TREE
 RM0043'LINE TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1321 ***********************************************************************
 RL1321  DESIGNATION -  E 134
 RL1321  PID         -  RL1321
 RL1321  STATE/COUNTY-  MI/ONTONAGON
 RL1321  COUNTRY     -  US
 RL1321  USGS QUAD   -  ALDRIDGE CREEK (2017)
 RL1321
 RL1321                         *CURRENT SURVEY CONTROL
 RL1321  ______________________________________________________________________
 RL1321* NAD 83(1986) POSITION- 46 37 58.     (N) 089 42 16.     (W)   SCALED
 RL1321* NAVD 88 ORTHO HEIGHT -   407.104 (meters)     1335.64  (feet) ADJUSTED
 RL1321  ______________________________________________________________________
 RL1321  GEOID HEIGHT    -        -30.690 (meters)                     GEOID18
 RL1321  DYNAMIC HEIGHT  -        407.140 (meters)     1335.76  (feet) COMP
 RL1321  MODELED GRAVITY -    980,688.3   (mgal)                       NAVD 88
 RL1321
 RL1321  VERT ORDER      -  SECOND    CLASS 0
 RL1321
 RL1321.The horizontal coordinates were scaled from a map and have
 RL1321.an estimated accuracy of +/- 6 seconds.
 RL1321
 RL1321.The orthometric height was determined by differential leveling and
 RL1321.adjusted by the NATIONAL GEODETIC SURVEY
 RL1321.in June 1991.
 RL1321
 RL1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1321.GEOID18 height accuracy estimate available here.
 RL1321
 RL1321.Click photographs - Photos may exist for this station.
 RL1321
 RL1321.The dynamic height is computed by dividing the NAVD 88
 RL1321.geopotential number by the normal gravity value computed on the
 RL1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1321.degrees latitude (g = 980.6199 gals.).
 RL1321
 RL1321.The modeled gravity was interpolated from observed gravity values.
 RL1321
 RL1321;                    North         East    Units  Estimated Accuracy
 RL1321;SPC MI N     -   209,090.    7,792,960.      MT  (+/- 180 meters Scaled)
 RL1321
 RL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS929679(NAD 83)
 RL1321
 RL1321                          SUPERSEDED SURVEY CONTROL
 RL1321
 RL1321  NGVD 29 (??/??/92)  407.119  (m)         1335.69   (f) ADJ UNCH    2 0
 RL1321
 RL1321.Superseded values are not recommended for survey control.
 RL1321
 RL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1321.See file dsdata.pdf to determine how the superseded data were derived.
 RL1321
 RL1321_MARKER: DB = BENCH MARK DISK
 RL1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1321_STAMPING: D 134 1948
 RL1321_MARK LOGO: CGS
 RL1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1321+STABILITY: SURFACE MOTION
 RL1321
 RL1321  HISTORY     - Date     Condition        Report By
 RL1321  HISTORY     - 1948     MONUMENTED       CGS
 RL1321  HISTORY     - 1985     GOOD             NGS
 RL1321  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1321
 RL1321                          STATION DESCRIPTION
 RL1321
 RL1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1321'7.3 MI NW FROM MERRIWEATHER.
 RL1321'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1321'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 5.75 MILES NORTH
 RL1321'ALONG A LOGGING ROAD, 0.3 MILE SOUTH OF THE JUNCTION OF A SIDE
 RL1321'ROAD WEST, 0.1 MILE NORTH OF THE JUNCTION OF A LOGGING ROAD WEST,
 RL1321'150 FEET SOUTH OF A DIM LOGGING ROAD LEADING WEST, AT A VERY SMALL
 RL1321'CLEARING AT THE NORTHWEST END OF A CUT, 33 FEET NORTHEAST OF THE
 RL1321'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1321'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP
 RL1321'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1321
 RL1321                          STATION RECOVERY (1985)
 RL1321
 RL1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1321'RECOVERED IN GOOD CONDITION.
 RL1321
 RL1321                          STATION RECOVERY (2001)
 RL1321
 RL1321'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1342 ***********************************************************************
 RL1342  DESIGNATION -  E 136
 RL1342  PID         -  RL1342
 RL1342  STATE/COUNTY-  MI/ONTONAGON
 RL1342  COUNTRY     -  US
 RL1342  USGS QUAD   -  GOVERNMENT PEAK (2017)
 RL1342
 RL1342                         *CURRENT SURVEY CONTROL
 RL1342  ______________________________________________________________________
 RL1342* NAD 83(1986) POSITION- 46 45 13.     (N) 089 39 17.     (W)   SCALED
 RL1342* NAVD 88 ORTHO HEIGHT -   350.145 (meters)     1148.77  (feet) ADJUSTED
 RL1342  ______________________________________________________________________
 RL1342  GEOID HEIGHT    -        -30.828 (meters)                     GEOID18
 RL1342  DYNAMIC HEIGHT  -        350.185 (meters)     1148.90  (feet) COMP
 RL1342  MODELED GRAVITY -    980,715.6   (mgal)                       NAVD 88
 RL1342
 RL1342  VERT ORDER      -  SECOND    CLASS 0
 RL1342
 RL1342.The horizontal coordinates were scaled from a map and have
 RL1342.an estimated accuracy of +/- 6 seconds.
 RL1342
 RL1342.The orthometric height was determined by differential leveling and
 RL1342.adjusted by the NATIONAL GEODETIC SURVEY
 RL1342.in June 1991.
 RL1342
 RL1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1342.GEOID18 height accuracy estimate available here.
 RL1342
 RL1342.Click photographs - Photos may exist for this station.
 RL1342
 RL1342.The dynamic height is computed by dividing the NAVD 88
 RL1342.geopotential number by the normal gravity value computed on the
 RL1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1342.degrees latitude (g = 980.6199 gals.).
 RL1342
 RL1342.The modeled gravity was interpolated from observed gravity values.
 RL1342
 RL1342;                    North         East    Units  Estimated Accuracy
 RL1342;SPC MI N     -   222,380.    7,797,220.      MT  (+/- 180 meters Scaled)
 RL1342
 RL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS972812(NAD 83)
 RL1342
 RL1342                          SUPERSEDED SURVEY CONTROL
 RL1342
 RL1342  NGVD 29 (??/??/92)  350.165  (m)         1148.83   (f) ADJ UNCH    2 0
 RL1342
 RL1342.Superseded values are not recommended for survey control.
 RL1342
 RL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1342.See file dsdata.pdf to determine how the superseded data were derived.
 RL1342
 RL1342_MARKER: DB = BENCH MARK DISK
 RL1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1342_STAMPING: E 136 1948
 RL1342_MARK LOGO: CGS
 RL1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1342+STABILITY: SURFACE MOTION
 RL1342
 RL1342  HISTORY     - Date     Condition        Report By
 RL1342  HISTORY     - 1948     MONUMENTED       CGS
 RL1342  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1342  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1342
 RL1342                          STATION DESCRIPTION
 RL1342
 RL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1342'9 MI SW FROM SILVER CITY.
 RL1342'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1342'STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG THE
 RL1342'NONESUCH MINE ROAD, THENCE 1.9 MILES WEST ALONG AN OLD ROAD LEADING
 RL1342'TO THE OLD WHITE PINE EXTENSION MINE, 0.6 MILE WEST OF A LOGGING
 RL1342'CAMP, 0.3 MILE WEST OF A GROUP OF PAPER COVERED LOGGING CABINS,
 RL1342'AT THE WEST END OF A SHORT EAST-WEST TANGENT IN THE ROAD AND AT THE
 RL1342'WEST END OF A CURVE WITH TANGENTS EAST AND NORTHWEST, 21 FEET SOUTH
 RL1342'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A TRIANGULAR
 RL1342'BLAZED 12-INCH MAPLE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1342'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL1342'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 RL1342
 RL1342                          STATION RECOVERY (1976)
 RL1342
 RL1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1342'MARK NOT FOUND.
 RL1342
 RL1342                          STATION RECOVERY (2004)
 RL1342
 RL1342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0873 ***********************************************************************
 RL0873  DESIGNATION -  E 137
 RL0873  PID         -  RL0873
 RL0873  STATE/COUNTY-  MI/ONTONAGON
 RL0873  COUNTRY     -  US
 RL0873  USGS QUAD   -  OAK BLUFF (2017)
 RL0873
 RL0873                         *CURRENT SURVEY CONTROL
 RL0873  ______________________________________________________________________
 RL0873* NAD 83(1986) POSITION- 46 40 39.4    (N) 089 21 30.2    (W)   HD_HELD2
 RL0873* NAVD 88 ORTHO HEIGHT -   365.745 (meters)     1199.95  (feet) ADJUSTED
 RL0873  ______________________________________________________________________
 RL0873  GEOID HEIGHT    -        -31.416 (meters)                     GEOID18
 RL0873  DYNAMIC HEIGHT  -        365.775 (meters)     1200.05  (feet) COMP
 RL0873  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 RL0873
 RL0873  VERT ORDER      -  SECOND    CLASS 0
 RL0873
 RL0873.The horizontal coordinates were established by autonomous hand held GPS
 RL0873.observations and have an estimated accuracy of +/- 10 meters.
 RL0873
 RL0873.The orthometric height was determined by differential leveling and
 RL0873.adjusted by the NATIONAL GEODETIC SURVEY
 RL0873.in June 1991.
 RL0873
 RL0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0873.GEOID18 height accuracy estimate available here.
 RL0873
 RL0873.Click photographs - Photos may exist for this station.
 RL0873
 RL0873.The dynamic height is computed by dividing the NAVD 88
 RL0873.geopotential number by the normal gravity value computed on the
 RL0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0873.degrees latitude (g = 980.6199 gals.).
 RL0873
 RL0873.The modeled gravity was interpolated from observed gravity values.
 RL0873
 RL0873;                    North         East    Units  Estimated Accuracy
 RL0873;SPC MI N     -   213,224.    7,819,594.      MT  (+/- 10 meters HH2 GPS)
 RL0873
 RL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1962972040(NAD 83)
 RL0873
 RL0873                          SUPERSEDED SURVEY CONTROL
 RL0873
 RL0873  NGVD 29 (??/??/92)  365.749  (m)         1199.96   (f) ADJ UNCH    2 0
 RL0873
 RL0873.Superseded values are not recommended for survey control.
 RL0873
 RL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0873.See file dsdata.pdf to determine how the superseded data were derived.
 RL0873
 RL0873_MARKER: DB = BENCH MARK DISK
 RL0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0873_STAMPING: E 137 1948
 RL0873_MARK LOGO: CGS
 RL0873_PROJECTION: PROJECTING 8 CENTIMETERS
 RL0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0873+STABILITY: SURFACE MOTION
 RL0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0873+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2024
 RL0873
 RL0873  HISTORY     - Date     Condition        Report By
 RL0873  HISTORY     - 1948     MONUMENTED       CGS
 RL0873  HISTORY     - 20010619 GOOD             USPSQD
 RL0873  HISTORY     - 20040507 GOOD             GEOCAC
 RL0873  HISTORY     - 20240526 GOOD             MITU
 RL0873
 RL0873                          STATION DESCRIPTION
 RL0873
 RL0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0873'11.2 MI SW FROM ROCKLAND.
 RL0873'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0873'ROCKLAND, THENCE 11.0 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0873'0.3 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO NORWICH LOOKOUT
 RL0873'TOWER, IN THE EAST END OF A SMALL CLEARING AT THE JUNCTION OF
 RL0873'A DIM ROAD SOUTHEAST, 49 FEET SOUTH OF THE CENTER LINE OF THE
 RL0873'MAIN ROAD, 14 FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD,
 RL0873'46 FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED HICKORY TREE,
 RL0873'ABOUT 2 FEET LOWER THAN THE MAIN ROAD AND IN THE TOP OF A
 RL0873'CONCRETE POST PROJECTING 5 INCHES.
 RL0873
 RL0873                          STATION RECOVERY (2001)
 RL0873
 RL0873'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0873'RECOVERED IN GOOD CONDITION.
 RL0873
 RL0873                          STATION RECOVERY (2004)
 RL0873
 RL0873'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0873'IT IS 0.5 FT EAST OF A MWP + SIGN AND PROJECTING 3-INCHES ABOVE
 RL0873'THE GROUND.
 RL0873
 RL0873                          STATION RECOVERY (2024)
 RL0873
 RL0873'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0873'THE SITE HAS CHANGED SIGNIFICANTLY AS THE SIDE ROAD NO LONGER EXISTS
 RL0873'AS A GOOD REFERENCE, NOR DOES THE BLAZED HICKORY TREE.  THE SURVEY
 RL0873'MARKER IS ABOUT 25 FT (7.6 M) SOUTHEAST OF A WOOD TRAIL SIGN, NEAR A
 RL0873'METAL WITNESS POST AS DESCRIBED BUT OBSCURED BY TREES AND BRUSH.  THE
 RL0873'MARKER IS ABOUT 43 FT (13.1 M) SOUTHWEST OF THE CENTER OF OLD VICTORIA
 RL0873'ROAD.  THE NATIONAL GEODETIC SURVEY DATASHEET COORDINATES PLACE THE
 RL0873'SURVEY MARKER ON THE SOUTH EDGE OF OLD VICTORIA ROAD AND 33 FT (10.1
 RL0873'M) AT AN AZIMUTH OF 18 DEGREES FROM ITS ACTUAL LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0765 ***********************************************************************
 RL0765  DESIGNATION -  E 138
 RL0765  PID         -  RL0765
 RL0765  STATE/COUNTY-  MI/ONTONAGON
 RL0765  COUNTRY     -  US
 RL0765  USGS QUAD   -  PAYNESVILLE (2017)
 RL0765
 RL0765                         *CURRENT SURVEY CONTROL
 RL0765  ______________________________________________________________________
 RL0765* NAD 83(1986) POSITION- 46 30 48.06   (N) 089 00 44.29   (W)   HD_HELD1
 RL0765* NAVD 88 ORTHO HEIGHT -   337.854 (meters)     1108.44  (feet) ADJUSTED
 RL0765  ______________________________________________________________________
 RL0765  GEOID HEIGHT    -        -32.250 (meters)                     GEOID18
 RL0765  DYNAMIC HEIGHT  -        337.863 (meters)     1108.47  (feet) COMP
 RL0765  MODELED GRAVITY -    980,633.0   (mgal)                       NAVD 88
 RL0765
 RL0765  VERT ORDER      -  SECOND    CLASS 0
 RL0765
 RL0765.The horizontal coordinates were determined by differentially corrected
 RL0765.hand held GPS observations or other comparable positioning techniques
 RL0765.and have an estimated accuracy of +/- 3 meters.
 RL0765
 RL0765.The orthometric height was determined by differential leveling and
 RL0765.adjusted by the NATIONAL GEODETIC SURVEY
 RL0765.in June 1991.
 RL0765
 RL0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0765.GEOID18 height accuracy estimate available here.
 RL0765
 RL0765.Click photographs - Photos may exist for this station.
 RL0765
 RL0765.The dynamic height is computed by dividing the NAVD 88
 RL0765.geopotential number by the normal gravity value computed on the
 RL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0765.degrees latitude (g = 980.6199 gals.).
 RL0765
 RL0765.The modeled gravity was interpolated from observed gravity values.
 RL0765
 RL0765;                    North         East    Units  Estimated Accuracy
 RL0765;SPC MI N     -   194,241.9   7,845,598.6     MT  (+/- 3 meters HH1 GPS) 
 RL0765
 RL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4563153053(NAD 83)
 RL0765
 RL0765                          SUPERSEDED SURVEY CONTROL
 RL0765
 RL0765  NGVD 29 (??/??/92)  337.872  (m)         1108.50   (f) ADJ UNCH    2 0
 RL0765
 RL0765.Superseded values are not recommended for survey control.
 RL0765
 RL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0765.See file dsdata.pdf to determine how the superseded data were derived.
 RL0765
 RL0765_MARKER: DB = BENCH MARK DISK
 RL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0765_STAMPING: E 138 1948
 RL0765_MARK LOGO: CGS
 RL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0765+STABILITY: SURFACE MOTION
 RL0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0765+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 RL0765
 RL0765  HISTORY     - Date     Condition        Report By
 RL0765  HISTORY     - 1948     MONUMENTED       CGS
 RL0765  HISTORY     - 20010615 GOOD             USPSQD
 RL0765  HISTORY     - 20040713 GOOD             GEOCAC
 RL0765  HISTORY     - 20040810 GOOD             USPSQD
 RL0765
 RL0765                          STATION DESCRIPTION
 RL0765
 RL0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0765'2.2 MI N FROM TROUT CREEK.
 RL0765'ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0765'OFFICE AT TROUT CREEK, ABOUT 0.15 MILE SOUTH OF A SMALL BRIDGE
 RL0765'OVER A CREEK, ON THE NORTH SLOPE OF A GRADE DECENDING NORTH
 RL0765'AND NEAR THE TOP OF A HILL, AT THE JUNCTION OF A DRIVE
 RL0765'NORTHWEST OF A FARM HOUSE, 45 FEET WEST OF THE CENTER LINE OF THE
 RL0765'ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 15
 RL0765'FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 20 FEET WEST OF THE
 RL0765'SOUTHWEST END OF A 30-INCH PIPE CULVERT DIAGONALLY UNDER ROAD,
 RL0765'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0765'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0765
 RL0765                          STATION RECOVERY (2001)
 RL0765
 RL0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0765'RECOVERED IN GOOD CONDITION.
 RL0765
 RL0765                          STATION RECOVERY (2004)
 RL0765
 RL0765'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0765'LOCATED AT 12503 GARDNER ROAD.  1 FT SOUTHWEST OF A MWP+SIGN AND
 RL0765'PROJECTING 2-INCH'S.
 RL0765
 RL0765                          STATION RECOVERY (2004)
 RL0765
 RL0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0750 ***********************************************************************
 RL0750  DESIGNATION -  E 139
 RL0750  PID         -  RL0750
 RL0750  STATE/COUNTY-  MI/ONTONAGON
 RL0750  COUNTRY     -  US
 RL0750  USGS QUAD   -  GREENLAND (2017)
 RL0750
 RL0750                         *CURRENT SURVEY CONTROL
 RL0750  ______________________________________________________________________
 RL0750* NAD 83(1986) POSITION- 46 51 18.2    (N) 089 06 04.5    (W)   HD_HELD2
 RL0750* NAVD 88 ORTHO HEIGHT -   250.070 (meters)      820.44  (feet) ADJUSTED
 RL0750  ______________________________________________________________________
 RL0750  GEOID HEIGHT    -        -31.911 (meters)                     GEOID18
 RL0750  DYNAMIC HEIGHT  -        250.104 (meters)      820.55  (feet) COMP
 RL0750  MODELED GRAVITY -    980,743.0   (mgal)                       NAVD 88
 RL0750
 RL0750  VERT ORDER      -  SECOND    CLASS 0
 RL0750
 RL0750.The horizontal coordinates were established by autonomous hand held GPS
 RL0750.observations and have an estimated accuracy of +/- 10 meters.
 RL0750
 RL0750.The orthometric height was determined by differential leveling and
 RL0750.adjusted by the NATIONAL GEODETIC SURVEY
 RL0750.in June 1991.
 RL0750
 RL0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0750.GEOID18 height accuracy estimate available here.
 RL0750
 RL0750.Click photographs - Photos may exist for this station.
 RL0750
 RL0750.The dynamic height is computed by dividing the NAVD 88
 RL0750.geopotential number by the normal gravity value computed on the
 RL0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0750.degrees latitude (g = 980.6199 gals.).
 RL0750
 RL0750.The modeled gravity was interpolated from observed gravity values.
 RL0750
 RL0750;                    North         East    Units  Estimated Accuracy
 RL0750;SPC MI N     -   232,389.    7,839,782.      MT  (+/- 10 meters HH2 GPS)
 RL0750
 RL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3982291200(NAD 83)
 RL0750
 RL0750                          SUPERSEDED SURVEY CONTROL
 RL0750
 RL0750  NGVD 29 (??/??/92)  250.093  (m)          820.51   (f) ADJ UNCH    2 0
 RL0750
 RL0750.Superseded values are not recommended for survey control.
 RL0750
 RL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0750.See file dsdata.pdf to determine how the superseded data were derived.
 RL0750
 RL0750_MARKER: DB = BENCH MARK DISK
 RL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0750_STAMPING: E 139 1948
 RL0750_MARK LOGO: CGS
 RL0750_PROJECTION: FLUSH
 RL0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0750+STABILITY: SURFACE MOTION
 RL0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0750+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 RL0750
 RL0750  HISTORY     - Date     Condition        Report By
 RL0750  HISTORY     - 1948     MONUMENTED       CGS
 RL0750  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 20040718 GOOD             GEOCAC
 RL0750  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 20090623 GOOD             MIDT
 RL0750
 RL0750                          STATION DESCRIPTION
 RL0750
 RL0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0750'5.6 MI N FROM GREENLAND.
 RL0750'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0750'AT GREENLAND, THENCE ABOUT 5.45 MILES NORTH ALONG A GRAVEL ROAD,
 RL0750'ABOUT 0.25 MILE NORTH OF A ROAD NORTHEAST, SET AT A SHARP CURVE
 RL0750'WITH TANGENTS SOUTH AND WEST AND A SIDE ROAD EAST, 35 FEET
 RL0750'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 9 FEET SOUTH OF THE
 RL0750'PROLONGED CENTER LINE OF THE ROAD WEST, 29 FEET SOUTHEAST OF
 RL0750'THE CENTER LINE OF THE ROAD NORTHEAST, 50 FEET EAST OF THE
 RL0750'CENTER OF THE JUNCTION, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0750'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0750'POST PROJECTING 3 INCHES.
 RL0750
 RL0750                          STATION RECOVERY (1987)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (1996)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (2001)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (2004)
 RL0750
 RL0750'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0750'NOTE - ROAD CONSTRUCTION ALONG THIS ROUTE HAS RELOCATED THE CURVE.
 RL0750'
 RL0750'GREENLAND 5.6 MILES NORTH.
 RL0750'ABOUT 5.0 MILES NORTH ALONG NORTH FIRESTEEL ROAD FROM ITS JUNCTION
 RL0750'WITH M-38 TO THE WEST END OF CURVE AND A DRIVE EAST. THENCE NORTH
 RL0750'ALONG THE OLD ROAD BED AND PRIVATE DRIVE ABOUT 0.1 MILE TO MARK ON
 RL0750'RIGHT AT PRIVATE GATE.
 RL0750'IT IS ABOUT 280 FT NORTHEAST OF THE C/L OF THE ROAD AT THE APPROXIMATE
 RL0750'MID-POINT OF THE CURVE WITH TANGENTS NORTH AND WEST. 1 FT NORTH OF A
 RL0750'METAL WITNESS POST WITH SIGN ATTACHED.
 RL0750
 RL0750                          STATION RECOVERY (2004)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (2009)
 RL0750
 RL0750'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0750'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0218 ***********************************************************************
 PL0218  DESIGNATION -  E 14
 PL0218  PID         -  PL0218
 PL0218  STATE/COUNTY-  MI/WEXFORD
 PL0218  COUNTRY     -  US
 PL0218  USGS QUAD   -  MANTON (2017)
 PL0218
 PL0218                         *CURRENT SURVEY CONTROL
 PL0218  ______________________________________________________________________
 PL0218* NAD 83(1986) POSITION- 44 28 34.     (N) 085 25 11.     (W)   SCALED
 PL0218* NAVD 88 ORTHO HEIGHT -   303.097 (meters)      994.41  (feet) ADJUSTED
 PL0218  ______________________________________________________________________
 PL0218  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 PL0218  DYNAMIC HEIGHT  -        303.063 (meters)      994.30  (feet) COMP
 PL0218  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 PL0218
 PL0218  VERT ORDER      -  FIRST     CLASS II
 PL0218
 PL0218.The horizontal coordinates were scaled from a map and have
 PL0218.an estimated accuracy of +/- 6 seconds.
 PL0218
 PL0218.The orthometric height was determined by differential leveling and
 PL0218.adjusted by the NATIONAL GEODETIC SURVEY
 PL0218.in June 1991.
 PL0218
 PL0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0218.GEOID18 height accuracy estimate available here.
 PL0218
 PL0218.Click photographs - Photos may exist for this station.
 PL0218
 PL0218.The dynamic height is computed by dividing the NAVD 88
 PL0218.geopotential number by the normal gravity value computed on the
 PL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0218.degrees latitude (g = 980.6199 gals.).
 PL0218
 PL0218.The modeled gravity was interpolated from observed gravity values.
 PL0218
 PL0218;                    North         East    Units  Estimated Accuracy
 PL0218;SPC MI C     -   129,380.    5,916,220.      MT  (+/- 180 meters Scaled)
 PL0218
 PL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ256259(NAD 83)
 PL0218
 PL0218                          SUPERSEDED SURVEY CONTROL
 PL0218
 PL0218  NGVD 29 (??/??/92)  303.187  (m)          994.71   (f) ADJ UNCH    1 2
 PL0218
 PL0218.Superseded values are not recommended for survey control.
 PL0218
 PL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0218.See file dsdata.pdf to determine how the superseded data were derived.
 PL0218
 PL0218_MARKER: DB = BENCH MARK DISK
 PL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0218_STAMPING: ELEV 994.706 FT E 14 1916
 PL0218_MARK LOGO: CGS
 PL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0218+STABILITY: SURFACE MOTION
 PL0218
 PL0218  HISTORY     - Date     Condition        Report By
 PL0218  HISTORY     - 1916     MONUMENTED       CGS
 PL0218  HISTORY     - 1956     POOR             CGS
 PL0218  HISTORY     - 19960706 POOR             USPSQD
 PL0218
 PL0218                          STATION DESCRIPTION
 PL0218
 PL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PL0218'3.7 MI S FROM WALTON JUNCTION.
 PL0218'3.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0218'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 1.9 MILES SOUTH OF
 PL0218'THE RAILROAD BRIDGE OVER MANISTEE RIVER, AT MILEPOST 349, AND
 PL0218'43.6 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 PL0218'E 14 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 PL0218'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN OCT. 1956 BY U.S.
 PL0218'GEOLOGICAL SURVEY THAT THE POST IS LOOSE IN GROUND.
 PL0218
 PL0218                          STATION RECOVERY (1996)
 PL0218
 PL0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0218'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1219 ***********************************************************************
 RL1219  DESIGNATION -  E 140
 RL1219  PID         -  RL1219
 RL1219  STATE/COUNTY-  MI/GOGEBIC
 RL1219  COUNTRY     -  US
 RL1219  USGS QUAD   -  WAKEFIELD (2017)
 RL1219
 RL1219                         *CURRENT SURVEY CONTROL
 RL1219  ______________________________________________________________________
 RL1219* NAD 83(1986) POSITION- 46 28 01.12   (N) 089 54 15.19   (W)   HD_HELD1
 RL1219* NAVD 88 ORTHO HEIGHT -   477.217 (meters)     1565.67  (feet) ADJUSTED
 RL1219  ______________________________________________________________________
 RL1219  GEOID HEIGHT    -        -30.797 (meters)                     GEOID18
 RL1219  DYNAMIC HEIGHT  -        477.231 (meters)     1565.72  (feet) COMP
 RL1219  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 RL1219
 RL1219  VERT ORDER      -  SECOND    CLASS 0
 RL1219
 RL1219.The horizontal coordinates were determined by differentially corrected
 RL1219.hand held GPS observations or other comparable positioning techniques
 RL1219.and have an estimated accuracy of +/- 3 meters.
 RL1219
 RL1219.The orthometric height was determined by differential leveling and
 RL1219.adjusted by the NATIONAL GEODETIC SURVEY
 RL1219.in June 1991.
 RL1219
 RL1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1219.GEOID18 height accuracy estimate available here.
 RL1219
 RL1219.Click photographs - Photos may exist for this station.
 RL1219
 RL1219.The dynamic height is computed by dividing the NAVD 88
 RL1219.geopotential number by the normal gravity value computed on the
 RL1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1219.degrees latitude (g = 980.6199 gals.).
 RL1219
 RL1219.The modeled gravity was interpolated from observed gravity values.
 RL1219
 RL1219;                    North         East    Units  Estimated Accuracy
 RL1219;SPC MI N     -   191,213.2   7,777,000.1     MT  (+/- 3 meters HH1 GPS) 
 RL1219
 RL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7702350032(NAD 83)
 RL1219
 RL1219                          SUPERSEDED SURVEY CONTROL
 RL1219
 RL1219  NGVD 29 (??/??/92)  477.228  (m)         1565.71   (f) ADJ UNCH    2 0
 RL1219
 RL1219.Superseded values are not recommended for survey control.
 RL1219
 RL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1219.See file dsdata.pdf to determine how the superseded data were derived.
 RL1219
 RL1219_MARKER: DB = BENCH MARK DISK
 RL1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1219_STAMPING: E 140 1948
 RL1219_MARK LOGO: CGS
 RL1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1219+STABILITY: SURFACE MOTION
 RL1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1219+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1219
 RL1219  HISTORY     - Date     Condition        Report By
 RL1219  HISTORY     - 1948     MONUMENTED       CGS
 RL1219  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1219  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1219  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1219  HISTORY     - 20000817 GOOD             MIDT
 RL1219  HISTORY     - 20030822 GOOD             USPSQD
 RL1219  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1219
 RL1219                          STATION DESCRIPTION
 RL1219
 RL1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1219'1.8 MI SE FROM WAKEFIELD.
 RL1219'ABOUT 1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1219'SCHOOL AT WAKEFIELD, AT THE WEST END OF A LONG THRU CUT, 108
 RL1219'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A ROADSIDE TABLE
 RL1219'IN A GROVE OF TREES, ABOUT 43 YARDS EAST OF A 3-FOOT CONCRETE
 RL1219'PIPE CULVERT WITH CONCRETE HEAD WALLS, 45 FEET NORTH OF THE
 RL1219'CENTER LINE OF THE HIGHWAY, 19.5 FEET SOUTHEAST OF A TRIANGULAR
 RL1219'BLAZED 8-INCH MAPLE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1219'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL1219'CONCRETE POST PROJECTING 6 INCHES.
 RL1219
 RL1219                          STATION RECOVERY (1985)
 RL1219
 RL1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (1987)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (1995)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (2000)
 RL1219
 RL1219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1219'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 28 AND US-2 IN
 RL1219'WAKEFIELD GO EAST ALONG US-2 3.121 KM TO MARK ON LEFT.  39.5 M EAST OF
 RL1219'CROSS CULVERT, 31.6 M WEST OF CENTER OF DRIVE NORTH TO HOUSE NO. 3001,
 RL1219'14 M NORTH OF THE CENTERLINE OF US-2, 0.3 M SOUTH OF A CARSONITE
 RL1219'POST, 0.03 M ABOVE GROUND LEVEL AND 0.9 M BELOW LEVEL OF HIGHWAY.
 RL1219
 RL1219                          STATION RECOVERY (2003)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1219'RECOVERED IN GOOD CONDITION.  NOTE-- TREES NORTH OF THE STATION MAY
 RL1219'OBSTRUCT SATELLITE OBSERVATIONS.
 RL1219
 RL1219                          STATION RECOVERY (2004)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1243 ***********************************************************************
 RL1243  DESIGNATION -  E 141
 RL1243  PID         -  RL1243
 RL1243  STATE/COUNTY-  MI/GOGEBIC
 RL1243  COUNTRY     -  US
 RL1243  USGS QUAD   -  GOGEBIC (2017)
 RL1243
 RL1243                         *CURRENT SURVEY CONTROL
 RL1243  ______________________________________________________________________
 RL1243* NAD 83(1986) POSITION- 46 21 26.68   (N) 089 30 28.22   (W)   HD_HELD1
 RL1243* NAVD 88 ORTHO HEIGHT -   468.831 (meters)     1538.16  (feet) ADJUSTED
 RL1243  ______________________________________________________________________
 RL1243  GEOID HEIGHT    -        -31.081 (meters)                     GEOID18
 RL1243  DYNAMIC HEIGHT  -        468.844 (meters)     1538.20  (feet) COMP
 RL1243  MODELED GRAVITY -    980,626.1   (mgal)                       NAVD 88
 RL1243
 RL1243  VERT ORDER      -  SECOND    CLASS 0
 RL1243
 RL1243.The horizontal coordinates were determined by differentially corrected
 RL1243.hand held GPS observations or other comparable positioning techniques
 RL1243.and have an estimated accuracy of +/- 3 meters.
 RL1243
 RL1243.The orthometric height was determined by differential leveling and
 RL1243.adjusted by the NATIONAL GEODETIC SURVEY
 RL1243.in June 1991.
 RL1243
 RL1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1243.GEOID18 height accuracy estimate available here.
 RL1243
 RL1243.Click photographs - Photos may exist for this station.
 RL1243
 RL1243.The dynamic height is computed by dividing the NAVD 88
 RL1243.geopotential number by the normal gravity value computed on the
 RL1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1243.degrees latitude (g = 980.6199 gals.).
 RL1243
 RL1243.The modeled gravity was interpolated from observed gravity values.
 RL1243
 RL1243;                    North         East    Units  Estimated Accuracy
 RL1243;SPC MI N     -   178,002.1   7,807,039.9     MT  (+/- 3 meters HH1 GPS) 
 RL1243
 RL1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0706936816(NAD 83)
 RL1243
 RL1243                          SUPERSEDED SURVEY CONTROL
 RL1243
 RL1243  NGVD 29 (??/??/92)  468.846  (m)         1538.21   (f) ADJ UNCH    2 0
 RL1243
 RL1243.Superseded values are not recommended for survey control.
 RL1243
 RL1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1243.See file dsdata.pdf to determine how the superseded data were derived.
 RL1243
 RL1243_MARKER: DB = BENCH MARK DISK
 RL1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1243_STAMPING: E 141 1948
 RL1243_MARK LOGO: CGS
 RL1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1243+STABILITY: SURFACE MOTION
 RL1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1243+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 RL1243
 RL1243  HISTORY     - Date     Condition        Report By
 RL1243  HISTORY     - 1948     MONUMENTED       CGS
 RL1243  HISTORY     - 1963     GOOD             LPCO
 RL1243  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1243  HISTORY     - 1987     GOOD             USPSQD
 RL1243  HISTORY     - 19950830 GOOD             MIDT
 RL1243  HISTORY     - 19980428 GOOD             MIDT
 RL1243  HISTORY     - 20110527 GOOD             MIDT
 RL1243
 RL1243                          STATION DESCRIPTION
 RL1243
 RL1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1243'10.2 MI E FROM MARENISCO.
 RL1243'ABOUT 0.65 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1243'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1243'9.5 MILES EAST ALONG U.S. HIGHWAY 2, NEAR THE WEST END OF
 RL1243'A CURVE WEST AND SOUTHEAST, AT THE JUNCTION OF OLD STATE ROAD
 RL1243'TO LAKE GOGEBIC LEADING NORTH, 415 FEET WEST-NORTHWEST OF THE
 RL1243'JUNCTION OF A ROAD SOUTHEAST, 117 FEET NORTH OF THE CENTER
 RL1243'LINE OF THE HIGHWAY, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF
 RL1243'THE PORCH TO A HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 RL1243'ROAD NORTH, 6 FEET SOUTHEAST OF A LONE 4-INCH ASPEN TREE,
 RL1243'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE
 RL1243'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL1243'INCHES.
 RL1243
 RL1243                          STATION RECOVERY (1963)
 RL1243
 RL1243'RECOVERY NOTE BY LAKEHEAD PIPELINE COMPANY 1963
 RL1243'RECOVERED IN GOOD CONDITION.
 RL1243
 RL1243                          STATION RECOVERY (1978)
 RL1243
 RL1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1243'MARK NOT FOUND.
 RL1243
 RL1243                          STATION RECOVERY (1987)
 RL1243
 RL1243'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1243'RECOVERED IN GOOD CONDITION.
 RL1243
 RL1243                          STATION RECOVERY (1995)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1243'STATION IS IN QUAD 460893.  IT IS ABOUT 9.5 MI (15.3 KM) EAST OF
 RL1243'MARENISCO, ALONG US HIGHWAY 2 AT GOGEBIC STATION. TO REACH FROM THE
 RL1243'JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY M-64 (SOUTH) AT MARENISCO
 RL1243'FOLLOW US HIGHWAY 2 EAST FOR 9.5 MILES (15.3 KM) TO A GRAVEL ROAD
 RL1243'NORTH (STAGECOACH ROAD) AND THE STATION ON THE LEFT IN THE NORTHWEST
 RL1243'QUADRANT OF THE INTERSECTION WITH STAGECOACH ROAD. STATION IS 117.0 FT
 RL1243'(35.7 M) NORTH OF THE CENTERLINE OF US HIGHWAY 2, 92.0 FT (28.0 M)
 RL1243'SOUTH OF THE SOUTHEAST CORNER OF THE PORCH TO A HOUSE, 25.0 FT (7.6 M)
 RL1243'WEST OF THE CENTERLINE OF STAGECOACH ROAD, 1.5 FT (0.5 M) WEST OF A
 RL1243'12-INCH BALSAM TREE, AND 0.5 FT (15.2 CM) EAST OF A CARSONITE WITNESS
 RL1243'POST.  IT IS ABOUT 3.0 FT (0.9 M) ABOVE THE HIGHWAY AND SET FLUSH WITH
 RL1243'THE GROUND.
 RL1243
 RL1243                          STATION RECOVERY (1998)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1243'RECOVERED IN GOOD CONDITION.
 RL1243
 RL1243                          STATION RECOVERY (2011)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (KPK)
 RL1243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1045 ***********************************************************************
 RL1045  DESIGNATION -  E 142
 RL1045  PID         -  RL1045
 RL1045  STATE/COUNTY-  MI/GOGEBIC
 RL1045  COUNTRY     -  US
 RL1045  USGS QUAD   -  BEATON (2017)
 RL1045
 RL1045                         *CURRENT SURVEY CONTROL
 RL1045  ______________________________________________________________________
 RL1045* NAD 83(1986) POSITION- 46 18 21.17   (N) 089 17 22.92   (W)   HD_HELD1
 RL1045* NAVD 88 ORTHO HEIGHT -   494.925 (meters)     1623.77  (feet) ADJUSTED
 RL1045  ______________________________________________________________________
 RL1045  GEOID HEIGHT    -        -31.243 (meters)                     GEOID18
 RL1045  DYNAMIC HEIGHT  -        494.933 (meters)     1623.79  (feet) COMP
 RL1045  MODELED GRAVITY -    980,616.5   (mgal)                       NAVD 88
 RL1045
 RL1045  VERT ORDER      -  SECOND    CLASS 0
 RL1045
 RL1045.The horizontal coordinates were determined by differentially corrected
 RL1045.hand held GPS observations or other comparable positioning techniques
 RL1045.and have an estimated accuracy of +/- 3 meters.
 RL1045
 RL1045.The orthometric height was determined by differential leveling and
 RL1045.adjusted by the NATIONAL GEODETIC SURVEY
 RL1045.in June 1991.
 RL1045
 RL1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1045.GEOID18 height accuracy estimate available here.
 RL1045
 RL1045.Click photographs - Photos may exist for this station.
 RL1045
 RL1045.The dynamic height is computed by dividing the NAVD 88
 RL1045.geopotential number by the normal gravity value computed on the
 RL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1045.degrees latitude (g = 980.6199 gals.).
 RL1045
 RL1045.The modeled gravity was interpolated from observed gravity values.
 RL1045
 RL1045;                    North         East    Units  Estimated Accuracy
 RL1045;SPC MI N     -   171,769.1   7,823,653.8     MT  (+/- 3 meters HH1 GPS) 
 RL1045
 RL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2368430581(NAD 83)
 RL1045
 RL1045                          SUPERSEDED SURVEY CONTROL
 RL1045
 RL1045  NGVD 29 (??/??/92)  494.941  (m)         1623.82   (f) ADJ UNCH    2 0
 RL1045
 RL1045.Superseded values are not recommended for survey control.
 RL1045
 RL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1045.See file dsdata.pdf to determine how the superseded data were derived.
 RL1045
 RL1045_MARKER: DB = BENCH MARK DISK
 RL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1045_STAMPING: E 142 1948
 RL1045_MARK LOGO: CGS
 RL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1045+STABILITY: SURFACE MOTION
 RL1045
 RL1045  HISTORY     - Date     Condition        Report By
 RL1045  HISTORY     - 1948     MONUMENTED       CGS
 RL1045
 RL1045                          STATION DESCRIPTION
 RL1045
 RL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1045'9.5 MI NW FROM WATERSMEET.
 RL1045'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1045'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1045'THENCE ABOUT 3.2 MILES NORTH ALONG A DIM ROAD AND GRASS TRAIL
 RL1045'(WOLF LAKE ROAD), ABOUT 1.3 MILES NORTH OF THE ROAD EAST TO
 RL1045'JOYCE LAKE, AT A DIM ROAD WEST TO AN OLD LOGGING CAMP, 19 FEET
 RL1045'NORTH OF THE CENTER LINE OF THE OLD LOGGING ROAD WEST, 18 FEET
 RL1045'WEST OF THE CENTER LINE OF THE ROD, 2 FEET NORTH OF A WHITE
 RL1045'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 RL1045'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1106 ***********************************************************************
 RL1106  DESIGNATION -  E 143
 RL1106  PID         -  RL1106
 RL1106  STATE/COUNTY-  MI/ONTONAGON
 RL1106  COUNTRY     -  US
 RL1106  USGS QUAD   -  PAULDING (2017)
 RL1106
 RL1106                         *CURRENT SURVEY CONTROL
 RL1106  ______________________________________________________________________
 RL1106* NAD 83(1986) POSITION- 46 24 17.8    (N) 089 14 52.3    (W)   HD_HELD2
 RL1106* NAVD 88 ORTHO HEIGHT -   385.729 (meters)     1265.51  (feet) ADJUSTED
 RL1106  ______________________________________________________________________
 RL1106  GEOID HEIGHT    -        -31.521 (meters)                     GEOID18
 RL1106  DYNAMIC HEIGHT  -        385.744 (meters)     1265.56  (feet) COMP
 RL1106  MODELED GRAVITY -    980,643.7   (mgal)                       NAVD 88
 RL1106
 RL1106  VERT ORDER      -  SECOND    CLASS 0
 RL1106
 RL1106.The horizontal coordinates were established by autonomous hand held GPS
 RL1106.observations and have an estimated accuracy of +/- 10 meters.
 RL1106
 RL1106.The orthometric height was determined by differential leveling and
 RL1106.adjusted by the NATIONAL GEODETIC SURVEY
 RL1106.in June 1991.
 RL1106
 RL1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1106.GEOID18 height accuracy estimate available here.
 RL1106
 RL1106.Click photographs - Photos may exist for this station.
 RL1106
 RL1106.The dynamic height is computed by dividing the NAVD 88
 RL1106.geopotential number by the normal gravity value computed on the
 RL1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1106.degrees latitude (g = 980.6199 gals.).
 RL1106
 RL1106.The modeled gravity was interpolated from observed gravity values.
 RL1106
 RL1106;                    North         East    Units  Estimated Accuracy
 RL1106;SPC MI N     -   182,683.    7,827,187.      MT  (+/- 10 meters HH2 GPS)
 RL1106
 RL1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2721941496(NAD 83)
 RL1106
 RL1106                          SUPERSEDED SURVEY CONTROL
 RL1106
 RL1106  NGVD 29 (??/??/92)  385.754  (m)         1265.59   (f) ADJ UNCH    2 0
 RL1106
 RL1106.Superseded values are not recommended for survey control.
 RL1106
 RL1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1106.See file dsdata.pdf to determine how the superseded data were derived.
 RL1106
 RL1106_MARKER: DB = BENCH MARK DISK
 RL1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1106_STAMPING: E 143 1948
 RL1106_MARK LOGO: CGS
 RL1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1106+STABILITY: SURFACE MOTION
 RL1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1106+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RL1106
 RL1106  HISTORY     - Date     Condition        Report By
 RL1106  HISTORY     - 1948     MONUMENTED       CGS
 RL1106  HISTORY     - 20010617 GOOD             USPSQD
 RL1106  HISTORY     - 20040816 GOOD             GEOCAC
 RL1106
 RL1106                          STATION DESCRIPTION
 RL1106
 RL1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1106'3.8 MI W FROM PAULDING.
 RL1106'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1106'AT PAULDING, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A GRAVEL
 RL1106'ROAD, ABOUT 0.35 MILE WEST OF A CROSS ROAD, ABOUT 0.6 MILE EAST
 RL1106'OF A ROAD NORTH, ABOUT 0.25 MILE EAST OF A WOODEN BRIDGE OVER A
 RL1106'CREEK, 87 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHEAST
 RL1106'CORNER OF A HOUSE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RL1106'8 FEET EAST OF A 5-INCH FIR TREE, 24 FEET WEST OF A TRIANGULAR
 RL1106'BLAZED 9-INCH ASPEN TREE, 4 1/2 FEET WEST OF A WHITE WOODEN
 RL1106'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1106'CONCRETE POST PROJECTING 6 INCHES.
 RL1106
 RL1106                          STATION RECOVERY (2001)
 RL1106
 RL1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1106'RECOVERED IN GOOD CONDITION.
 RL1106
 RL1106                          STATION RECOVERY (2004)
 RL1106
 RL1106'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1106'LOCATED ALONG SLEEPY HOLLOW ROAD.  87 FT SOUTH AND ACROSS THE ROAD
 RL1106'FROM THE SOUTHEAST CORNER OF A HOUSE NO. 18312 SLEEPY HOLLOW RD AND
 RL1106'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1051 ***********************************************************************
 RL1051  DESIGNATION -  E 144
 RL1051  PID         -  RL1051
 RL1051  STATE/COUNTY-  MI/ONTONAGON
 RL1051  COUNTRY     -  US
 RL1051  USGS QUAD   -  CHOATE (2017)
 RL1051
 RL1051                         *CURRENT SURVEY CONTROL
 RL1051  ______________________________________________________________________
 RL1051* NAD 83(1986) POSITION- 46 22 57.3    (N) 089 17 08.6    (W)   HD_HELD2
 RL1051* NAVD 88 ORTHO HEIGHT -   434.139 (meters)     1424.34  (feet) ADJUSTED
 RL1051  ______________________________________________________________________
 RL1051  GEOID HEIGHT    -        -31.387 (meters)                     GEOID18
 RL1051  DYNAMIC HEIGHT  -        434.154 (meters)     1424.39  (feet) COMP
 RL1051  MODELED GRAVITY -    980,636.2   (mgal)                       NAVD 88
 RL1051
 RL1051  VERT ORDER      -  SECOND    CLASS 0
 RL1051
 RL1051.The horizontal coordinates were established by autonomous hand held GPS
 RL1051.observations and have an estimated accuracy of +/- 10 meters.
 RL1051
 RL1051.The orthometric height was determined by differential leveling and
 RL1051.adjusted by the NATIONAL GEODETIC SURVEY
 RL1051.in June 1991.
 RL1051
 RL1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1051.GEOID18 height accuracy estimate available here.
 RL1051
 RL1051.Click photographs - Photos may exist for this station.
 RL1051
 RL1051.The dynamic height is computed by dividing the NAVD 88
 RL1051.geopotential number by the normal gravity value computed on the
 RL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1051.degrees latitude (g = 980.6199 gals.).
 RL1051
 RL1051.The modeled gravity was interpolated from observed gravity values.
 RL1051
 RL1051;                    North         East    Units  Estimated Accuracy
 RL1051;SPC MI N     -   180,282.    7,824,206.      MT  (+/- 10 meters HH2 GPS)
 RL1051
 RL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2423739095(NAD 83)
 RL1051
 RL1051                          SUPERSEDED SURVEY CONTROL
 RL1051
 RL1051  NGVD 29 (??/??/92)  434.162  (m)         1424.41   (f) ADJ UNCH    2 0
 RL1051
 RL1051.Superseded values are not recommended for survey control.
 RL1051
 RL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1051.See file dsdata.pdf to determine how the superseded data were derived.
 RL1051
 RL1051_MARKER: DB = BENCH MARK DISK
 RL1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1051_STAMPING: E 144 1948
 RL1051_MARK LOGO: CGS
 RL1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1051+STABILITY: SURFACE MOTION
 RL1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1051+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1051
 RL1051  HISTORY     - Date     Condition        Report By
 RL1051  HISTORY     - 1948     MONUMENTED       CGS
 RL1051  HISTORY     - 20010617 GOOD             USPSQD
 RL1051  HISTORY     - 20040925 GOOD             GEOCAC
 RL1051
 RL1051                          STATION DESCRIPTION
 RL1051
 RL1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1051'7 MI SW FROM PAULDING.
 RL1051'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1051'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1051'ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD LEADING
 RL1051'TO COUNTY LINE LAKE, ABOUT 75 YARDS NORTH OF A CURVE NORTH
 RL1051'AND SOUTHWEST, 42 FEET EAST AND ACROSS THE ROAD FROM A TRIANGULAR
 RL1051'BLAZED 30-INCH BIRCH TREE, 4 1/2 FEET NORTH OF A TRIANGULAR
 RL1051'BLAZED 6-INCH ELM TREE, 24 FEET EAST OF THE CENTER LINE OF
 RL1051'THE ROAD, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL1051'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1051'PROJECTING 6 INCHES.
 RL1051
 RL1051                          STATION RECOVERY (2001)
 RL1051
 RL1051'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1051'RECOVERED IN GOOD CONDITION.
 RL1051
 RL1051                          STATION RECOVERY (2004)
 RL1051
 RL1051'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1251 ***********************************************************************
 RL1251  DESIGNATION -  E 145
 RL1251  PID         -  RL1251
 RL1251  STATE/COUNTY-  MI/GOGEBIC
 RL1251  COUNTRY     -  US
 RL1251  USGS QUAD   -  WAKEFIELD (2017)
 RL1251
 RL1251                         *CURRENT SURVEY CONTROL
 RL1251  ______________________________________________________________________
 RL1251* NAD 83(1986) POSITION- 46 23 27.09   (N) 089 56 40.03   (W)   HD_HELD1
 RL1251* NAVD 88 ORTHO HEIGHT -   482.561 (meters)     1583.20  (feet) ADJUSTED
 RL1251  ______________________________________________________________________
 RL1251  GEOID HEIGHT    -        -30.929 (meters)                     GEOID18
 RL1251  DYNAMIC HEIGHT  -        482.558 (meters)     1583.19  (feet) COMP
 RL1251  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 RL1251
 RL1251  VERT ORDER      -  SECOND    CLASS 0
 RL1251
 RL1251.The horizontal coordinates were determined by differentially corrected
 RL1251.hand held GPS observations or other comparable positioning techniques
 RL1251.and have an estimated accuracy of +/- 3 meters.
 RL1251
 RL1251.The orthometric height was determined by differential leveling and
 RL1251.adjusted by the NATIONAL GEODETIC SURVEY
 RL1251.in June 1991.
 RL1251
 RL1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1251.GEOID18 height accuracy estimate available here.
 RL1251
 RL1251.Click photographs - Photos may exist for this station.
 RL1251
 RL1251.The dynamic height is computed by dividing the NAVD 88
 RL1251.geopotential number by the normal gravity value computed on the
 RL1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1251.degrees latitude (g = 980.6199 gals.).
 RL1251
 RL1251.The modeled gravity was interpolated from observed gravity values.
 RL1251
 RL1251;                    North         East    Units  Estimated Accuracy
 RL1251;SPC MI N     -   182,872.4   7,773,598.0     MT  (+/- 3 meters HH1 GPS) 
 RL1251
 RL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7361941689(NAD 83)
 RL1251
 RL1251                          SUPERSEDED SURVEY CONTROL
 RL1251
 RL1251  NGVD 29 (??/??/92)  482.553  (m)         1583.18   (f) ADJ UNCH    2 0
 RL1251
 RL1251.Superseded values are not recommended for survey control.
 RL1251
 RL1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1251.See file dsdata.pdf to determine how the superseded data were derived.
 RL1251
 RL1251_MARKER: DB = BENCH MARK DISK
 RL1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1251_STAMPING: E 145 1948
 RL1251_MARK LOGO: CGS
 RL1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1251+STABILITY: SURFACE MOTION
 RL1251
 RL1251  HISTORY     - Date     Condition        Report By
 RL1251  HISTORY     - 1948     MONUMENTED       CGS
 RL1251  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1251  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1251  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1251  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1251
 RL1251                          STATION DESCRIPTION
 RL1251
 RL1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1251'5.9 MI S FROM WAKEFIELD.
 RL1251'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1251'HALL AT WAKEFIELD, THENCE ABOUT 5.3 MILES SOUTH ALONG CHANEY
 RL1251'LAKE ROAD, AT A DIM TRAIL LEADING WEST, 45 FEET WEST OF THE
 RL1251'CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE CENTER LINE
 RL1251'OF THE TRAIL, 25 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH
 RL1251'BIRCH TREE, 48 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION,
 RL1251'4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1251'PROJECTING 6 INCHES.
 RL1251
 RL1251                          STATION RECOVERY (1985)
 RL1251
 RL1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (1988)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (1996)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (2004)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1167 ***********************************************************************
 RL1167  DESIGNATION -  E 146
 RL1167  PID         -  RL1167
 RL1167  STATE/COUNTY-  MI/GOGEBIC
 RL1167  COUNTRY     -  US
 RL1167  USGS QUAD   -  GOGEBIC (2017)
 RL1167
 RL1167                         *CURRENT SURVEY CONTROL
 RL1167  ______________________________________________________________________
 RL1167* NAD 83(1986) POSITION- 46 20 44.28   (N) 089 30 03.98   (W)   HD_HELD1
 RL1167* NAVD 88 ORTHO HEIGHT -   479.154 (meters)     1572.02  (feet) ADJUSTED
 RL1167  ______________________________________________________________________
 RL1167  GEOID HEIGHT    -        -31.061 (meters)                     GEOID18
 RL1167  DYNAMIC HEIGHT  -        479.167 (meters)     1572.07  (feet) COMP
 RL1167  MODELED GRAVITY -    980,625.6   (mgal)                       NAVD 88
 RL1167
 RL1167  VERT ORDER      -  SECOND    CLASS 0
 RL1167
 RL1167.The horizontal coordinates were determined by differentially corrected
 RL1167.hand held GPS observations or other comparable positioning techniques
 RL1167.and have an estimated accuracy of +/- 3 meters.
 RL1167
 RL1167.The orthometric height was determined by differential leveling and
 RL1167.adjusted by the NATIONAL GEODETIC SURVEY
 RL1167.in June 1991.
 RL1167
 RL1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1167.GEOID18 height accuracy estimate available here.
 RL1167
 RL1167.Click photographs - Photos may exist for this station.
 RL1167
 RL1167.The dynamic height is computed by dividing the NAVD 88
 RL1167.geopotential number by the normal gravity value computed on the
 RL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1167.degrees latitude (g = 980.6199 gals.).
 RL1167
 RL1167.The modeled gravity was interpolated from observed gravity values.
 RL1167
 RL1167;                    North         East    Units  Estimated Accuracy
 RL1167;SPC MI N     -   176,677.3   7,807,516.5     MT  (+/- 3 meters HH1 GPS) 
 RL1167
 RL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0754535491(NAD 83)
 RL1167
 RL1167                          SUPERSEDED SURVEY CONTROL
 RL1167
 RL1167  NGVD 29 (??/??/92)  479.170  (m)         1572.08   (f) ADJ UNCH    2 0
 RL1167
 RL1167.Superseded values are not recommended for survey control.
 RL1167
 RL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1167.See file dsdata.pdf to determine how the superseded data were derived.
 RL1167
 RL1167_MARKER: DB = BENCH MARK DISK
 RL1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1167_STAMPING: E 146 1948
 RL1167_MARK LOGO: CGS
 RL1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1167+STABILITY: SURFACE MOTION
 RL1167
 RL1167  HISTORY     - Date     Condition        Report By
 RL1167  HISTORY     - 1948     MONUMENTED       CGS
 RL1167  HISTORY     - 1971     POOR             MI-053
 RL1167
 RL1167                          STATION DESCRIPTION
 RL1167
 RL1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1167'0.5 MI S FROM GOGEBIC STATION.
 RL1167'ABOUT 0.5 MILE SOUTH ALONG A FIRE TRAIL FROM ITS CROSSING WITH
 RL1167'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, 20 FEET
 RL1167'WEST OF THE CENTER LINE OF THE TRAIL, 5 FEET NORTHWEST OF A
 RL1167'SURFACE BOULDER 4 1/2 BY 3 1/2 FEET AND PROTRUDING 1 1/2-FEET,
 RL1167'10 FEET NORTHEAST OF A TRIANGULAR BLAZED 6-INCH ELM TREE,
 RL1167'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 RL1167'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1167'NOTE-- A GAS LINE WAS PLACED NEAR THIS MARK FOUR OR FIVE YEARS
 RL1167'AGO.  MONUMENT STILL IN GROUND BUT IS NOT LEVEL.
 RL1167
 RL1167                          STATION RECOVERY (1971)
 RL1167
 RL1167'RECOVERY NOTE BY GOGEBIC COUNTY MICHIGAN 1971
 RL1167'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0705 ***********************************************************************
 RL0705  DESIGNATION -  E 147
 RL0705  PID         -  RL0705
 RL0705  STATE/COUNTY-  MI/ONTONAGON
 RL0705  COUNTRY     -  US
 RL0705  USGS QUAD   -  EWEN (2017)
 RL0705
 RL0705                         *CURRENT SURVEY CONTROL
 RL0705  ______________________________________________________________________
 RL0705* NAD 83(1986) POSITION- 46 32 18.     (N) 089 18 55.     (W)   SCALED
 RL0705* NAVD 88 ORTHO HEIGHT -   368.380 (meters)     1208.59  (feet) ADJUSTED
 RL0705  ______________________________________________________________________
 RL0705  GEOID HEIGHT    -        -31.710 (meters)                     GEOID18
 RL0705  DYNAMIC HEIGHT  -        368.393 (meters)     1208.64  (feet) COMP
 RL0705  MODELED GRAVITY -    980,640.4   (mgal)                       NAVD 88
 RL0705
 RL0705  VERT ORDER      -  FIRST     CLASS II
 RL0705
 RL0705.The horizontal coordinates were scaled from a map and have
 RL0705.an estimated accuracy of +/- 6 seconds.
 RL0705
 RL0705.The orthometric height was determined by differential leveling and
 RL0705.adjusted by the NATIONAL GEODETIC SURVEY
 RL0705.in June 1991.
 RL0705
 RL0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0705.GEOID18 height accuracy estimate available here.
 RL0705
 RL0705.Click photographs - Photos may exist for this station.
 RL0705
 RL0705.The dynamic height is computed by dividing the NAVD 88
 RL0705.geopotential number by the normal gravity value computed on the
 RL0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0705.degrees latitude (g = 980.6199 gals.).
 RL0705
 RL0705.The modeled gravity was interpolated from observed gravity values.
 RL0705
 RL0705;                    North         East    Units  Estimated Accuracy
 RL0705;SPC MI N     -   197,650.    7,822,440.      MT  (+/- 180 meters Scaled)
 RL0705
 RL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS224564(NAD 83)
 RL0705
 RL0705                          SUPERSEDED SURVEY CONTROL
 RL0705
 RL0705  NGVD 29 (??/??/92)  368.398  (m)         1208.65   (f) ADJ UNCH    1 2
 RL0705
 RL0705.Superseded values are not recommended for survey control.
 RL0705
 RL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0705.See file dsdata.pdf to determine how the superseded data were derived.
 RL0705
 RL0705_MARKER: DB = BENCH MARK DISK
 RL0705_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL0705_SP_SET: BOX CULVERT HEADWALL
 RL0705_STAMPING: E 147 1948
 RL0705_MARK LOGO: CGS
 RL0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0705+STABILITY: SURFACE MOTION
 RL0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0705+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 RL0705
 RL0705  HISTORY     - Date     Condition        Report By
 RL0705  HISTORY     - 1948     MONUMENTED       CGS
 RL0705  HISTORY     - 1985     GOOD             NGS
 RL0705  HISTORY     - 1987     GOOD             USPSQD
 RL0705  HISTORY     - 19960626 GOOD             USPSQD
 RL0705  HISTORY     - 20010615 GOOD             USPSQD
 RL0705  HISTORY     - 20040809 GOOD             USPSQD
 RL0705  HISTORY     - 20090622 GOOD             MIDT
 RL0705
 RL0705                          STATION DESCRIPTION
 RL0705
 RL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0705'1.6 MI W FROM EWEN.
 RL0705'ABOUT 1.6 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0705'RAILWAY FROM THE STATION AT EWEN, SET IN THE TOP OF THE WEST END
 RL0705'OF THE SOUTH HEAD WALL OF A 24-FOOT CONCRETE BRIDGE ON STATE
 RL0705'HIGHWAY 28 WHICH PARALLELS THE TRACK, 72 FEET NORTH OF THE NORTH
 RL0705'RAIL OF THE TRACK, 37 FEET SOUTH OF THE CENTER LINE OF THE
 RL0705'HIGHWAY AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 RL0705
 RL0705                          STATION RECOVERY (1985)
 RL0705
 RL0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0705'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.8 KM (6.7
 RL0705'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0705'HIGHWAY 45 IN BRUCE CROSSING, IN THE WEST END OF THE SOUTH CONCRETE
 RL0705'HEADWALL OF AN 8 BY 24 FOOT BOX CULVERT, AND 11.3 M (37.1 FT)
 RL0705'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 RL0705'THE MARK IS 1.6 M BELOW THE HIGHGWAY.
 RL0705
 RL0705                          STATION RECOVERY (1987)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (1996)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (2001)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (2004)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (2009)
 RL0705
 RL0705'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0705'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0547 ***********************************************************************
 RL0547  DESIGNATION -  E 148
 RL0547  PID         -  RL0547
 RL0547  STATE/COUNTY-  MI/HOUGHTON
 RL0547  COUNTRY     -  US
 RL0547  USGS QUAD   -  PINE LAKE (2017)
 RL0547
 RL0547                         *CURRENT SURVEY CONTROL
 RL0547  ______________________________________________________________________
 RL0547* NAD 83(1986) POSITION- 46 59 37.     (N) 088 37 30.     (W)   SCALED
 RL0547* NAVD 88 ORTHO HEIGHT -   249.596 (meters)      818.88  (feet) ADJUSTED
 RL0547  ______________________________________________________________________
 RL0547  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 RL0547  DYNAMIC HEIGHT  -        249.619 (meters)      818.96  (feet) COMP
 RL0547  MODELED GRAVITY -    980,699.6   (mgal)                       NAVD 88
 RL0547
 RL0547  VERT ORDER      -  SECOND    CLASS 0
 RL0547
 RL0547.The horizontal coordinates were scaled from a map and have
 RL0547.an estimated accuracy of +/- 6 seconds.
 RL0547
 RL0547.The orthometric height was determined by differential leveling and
 RL0547.adjusted by the NATIONAL GEODETIC SURVEY
 RL0547.in June 1991.
 RL0547
 RL0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0547.GEOID18 height accuracy estimate available here.
 RL0547
 RL0547.Click photographs - Photos may exist for this station.
 RL0547
 RL0547.The dynamic height is computed by dividing the NAVD 88
 RL0547.geopotential number by the normal gravity value computed on the
 RL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0547.degrees latitude (g = 980.6199 gals.).
 RL0547
 RL0547.The modeled gravity was interpolated from observed gravity values.
 RL0547
 RL0547;                    North         East    Units  Estimated Accuracy
 RL0547;SPC MI N     -   246,930.    7,876,410.      MT  (+/- 180 meters Scaled)
 RL0547
 RL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT764057(NAD 83)
 RL0547
 RL0547                          SUPERSEDED SURVEY CONTROL
 RL0547
 RL0547  NGVD 29 (??/??/92)  249.587  (m)          818.85   (f) ADJ UNCH    2 0
 RL0547
 RL0547.Superseded values are not recommended for survey control.
 RL0547
 RL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0547.See file dsdata.pdf to determine how the superseded data were derived.
 RL0547
 RL0547_MARKER: DB = BENCH MARK DISK
 RL0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0547_SP_SET: BRIDGE
 RL0547_STAMPING: E 148 1948
 RL0547_MARK LOGO: CGS
 RL0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0547
 RL0547  HISTORY     - Date     Condition        Report By
 RL0547  HISTORY     - 1948     MONUMENTED       CGS
 RL0547  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0547
 RL0547                          STATION DESCRIPTION
 RL0547
 RL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0547'5 MI N FROM TAPIOLA.
 RL0547'4.95 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0547'ABOUT 0.2 MILE SOUTH OF A 6-FOOT CONCRETE BRIDGE, SET IN THE
 RL0547'TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL
 RL0547'OF A 36-FOOT CONCRETE BRIDGE, 79 FEET NORTH OF THE CENTER LINE
 RL0547'OF THE DRIVE WAY TO A HOUSE ON EAST SIDE OF ROAD, 11 FEET EAST
 RL0547'OF THE CENTER LINE OF THE ROAD, 3 INCHES EAST OF THE EAST
 RL0547'CONCRETE BANISTER AND LEVEL WITH THE ROAD.
 RL0547
 RL0547                          STATION RECOVERY (2004)
 RL0547
 RL0547'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0547'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  A NEWER
 RL0547'PIPE CULVERT IS AT THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0550 ***********************************************************************
 RL0550  DESIGNATION -  E 149
 RL0550  PID         -  RL0550
 RL0550  STATE/COUNTY-  MI/HOUGHTON
 RL0550  COUNTRY     -  US
 RL0550  USGS QUAD   -  PINE LAKE (2017)
 RL0550
 RL0550                         *CURRENT SURVEY CONTROL
 RL0550  ______________________________________________________________________
 RL0550* NAD 83(1986) POSITION- 46 57 13.     (N) 088 37 31.     (W)   SCALED
 RL0550* NAVD 88 ORTHO HEIGHT -   280.824 (meters)      921.34  (feet) ADJUSTED
 RL0550  ______________________________________________________________________
 RL0550  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 RL0550  DYNAMIC HEIGHT  -        280.848 (meters)      921.42  (feet) COMP
 RL0550  MODELED GRAVITY -    980,691.2   (mgal)                       NAVD 88
 RL0550
 RL0550  VERT ORDER      -  SECOND    CLASS 0
 RL0550
 RL0550.The horizontal coordinates were scaled from a map and have
 RL0550.an estimated accuracy of +/- 6 seconds.
 RL0550
 RL0550.The orthometric height was determined by differential leveling and
 RL0550.adjusted by the NATIONAL GEODETIC SURVEY
 RL0550.in June 1991.
 RL0550
 RL0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0550.GEOID18 height accuracy estimate available here.
 RL0550
 RL0550.Click photographs - Photos may exist for this station.
 RL0550
 RL0550.The dynamic height is computed by dividing the NAVD 88
 RL0550.geopotential number by the normal gravity value computed on the
 RL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0550.degrees latitude (g = 980.6199 gals.).
 RL0550
 RL0550.The modeled gravity was interpolated from observed gravity values.
 RL0550
 RL0550;                    North         East    Units  Estimated Accuracy
 RL0550;SPC MI N     -   242,490.    7,876,290.      MT  (+/- 180 meters Scaled)
 RL0550
 RL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT763012(NAD 83)
 RL0550
 RL0550                          SUPERSEDED SURVEY CONTROL
 RL0550
 RL0550  NGVD 29 (??/??/92)  280.813  (m)          921.30   (f) ADJ UNCH    2 0
 RL0550
 RL0550.Superseded values are not recommended for survey control.
 RL0550
 RL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0550.See file dsdata.pdf to determine how the superseded data were derived.
 RL0550
 RL0550_MARKER: DB = BENCH MARK DISK
 RL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0550_STAMPING: E 149 1948
 RL0550_MARK LOGO: CGS
 RL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0550+STABILITY: SURFACE MOTION
 RL0550
 RL0550  HISTORY     - Date     Condition        Report By
 RL0550  HISTORY     - 1948     MONUMENTED       CGS
 RL0550  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0550
 RL0550                          STATION DESCRIPTION
 RL0550
 RL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0550'2.1 MI N FROM TAPIOLA.
 RL0550'2.1 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0550'AT AN EAST-WEST CROSS ROAD, 53 FEET SOUTHEAST OF THE CENTER
 RL0550'OF THE INTESECTION, 40 FEET EAST OF THE CENTER LINE OF THE
 RL0550'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 24
 RL0550'FEET EAST-SOUTHEAST OF A POWER POLE, 8 FEET EAST OF A FENCE
 RL0550'CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 RL0550'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 RL0550'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0550
 RL0550                          STATION RECOVERY (2004)
 RL0550
 RL0550'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0550'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0338 ***********************************************************************
 RK0338  DESIGNATION -  E 150
 RK0338  PID         -  RK0338
 RK0338  STATE/COUNTY-  MI/MARQUETTE
 RK0338  COUNTRY     -  US
 RK0338  USGS QUAD   -  NEGAUNEE SW (2017)
 RK0338
 RK0338                         *CURRENT SURVEY CONTROL
 RK0338  ______________________________________________________________________
 RK0338* NAD 83(1986) POSITION- 46 36 55.6    (N) 087 44 28.0    (W)   HD_HELD2
 RK0338* NAVD 88 ORTHO HEIGHT -   419.378 (meters)     1375.91  (feet) ADJUSTED
 RK0338  ______________________________________________________________________
 RK0338  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 RK0338  DYNAMIC HEIGHT  -        419.404 (meters)     1375.99  (feet) COMP
 RK0338  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 RK0338
 RK0338  VERT ORDER      -  SECOND    CLASS 0
 RK0338
 RK0338.The horizontal coordinates were established by autonomous hand held GPS
 RK0338.observations and have an estimated accuracy of +/- 10 meters.
 RK0338
 RK0338.The orthometric height was determined by differential leveling and
 RK0338.adjusted by the NATIONAL GEODETIC SURVEY
 RK0338.in June 1991.
 RK0338
 RK0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0338.GEOID18 height accuracy estimate available here.
 RK0338
 RK0338.Click photographs - Photos may exist for this station.
 RK0338
 RK0338.The dynamic height is computed by dividing the NAVD 88
 RK0338.geopotential number by the normal gravity value computed on the
 RK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0338.degrees latitude (g = 980.6199 gals.).
 RK0338
 RK0338.The modeled gravity was interpolated from observed gravity values.
 RK0338
 RK0338;                    North         East    Units  Estimated Accuracy
 RK0338;SPC MI N     -   203,895.    7,943,236.      MT  (+/- 10 meters HH2 GPS)
 RK0338
 RK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4325362698(NAD 83)
 RK0338
 RK0338                          SUPERSEDED SURVEY CONTROL
 RK0338
 RK0338  NGVD 29 (??/??/92)  419.328  (m)         1375.75   (f) ADJ UNCH    2 0
 RK0338
 RK0338.Superseded values are not recommended for survey control.
 RK0338
 RK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0338.See file dsdata.pdf to determine how the superseded data were derived.
 RK0338
 RK0338_MARKER: DB = BENCH MARK DISK
 RK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0338_STAMPING: E 150 1948
 RK0338_MARK LOGO: CGS
 RK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0338+STABILITY: SURFACE MOTION
 RK0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0338+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 RK0338
 RK0338  HISTORY     - Date     Condition        Report By
 RK0338  HISTORY     - 1948     MONUMENTED       CGS
 RK0338  HISTORY     - 1985     GOOD             NGS
 RK0338  HISTORY     - 20030527 GOOD             STS
 RK0338  HISTORY     - 20080607 GOOD             GEOCAC
 RK0338
 RK0338                          STATION DESCRIPTION
 RK0338
 RK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0338'17.8 MI NW FROM ISHPEMING.
 RK0338'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0338'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0338'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.4 MILES
 RK0338'SOUTHEAST, NEAR THE EDGE OF A FLAT SANDY PLATEAU OVERLOOKING
 RK0338'DEAD RIVER BASIN TO THE SOUTHWEST, AT THE NORTHWEST END OF A
 RK0338'CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 30 FEET
 RK0338'NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHEAST
 RK0338'OF A 5-INCH TRIANGULAR BLAZED SCRUB PINE TREE, 2 FEET SOUTHWEST
 RK0338'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RK0338'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RK0338
 RK0338                          STATION RECOVERY (1985)
 RK0338
 RK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0338'RECOVERED IN GOOD CONDITION.
 RK0338
 RK0338                          STATION RECOVERY (2003)
 RK0338
 RK0338'RECOVERY NOTE BY STS CONSULTANTS 2003 (CLC)
 RK0338'MARK FOUND IN GOOD CONDITION. NOT SUITABLE FOR GPS OBSERVATION.
 RK0338'ADDED THE FOLLOWING WITNESSES-
 RK0338'21' N OF CENTERLINE RED ROAD
 RK0338'6 INCH JACK PINE WITH BLAZE  SW  2.7'
 RK0338'CARSONITE MARKER  N25E  1.75'
 RK0338
 RK0338                          STATION RECOVERY (2008)
 RK0338
 RK0338'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0593 ***********************************************************************
 RL0593  CBN         -  This is a Cooperative Base Network Control Station.
 RL0593  DESIGNATION -  E 151
 RL0593  PID         -  RL0593
 RL0593  STATE/COUNTY-  MI/HOUGHTON
 RL0593  COUNTRY     -  US
 RL0593  USGS QUAD   -  PELKIE (2017)
 RL0593
 RL0593                         *CURRENT SURVEY CONTROL
 RL0593  ______________________________________________________________________
 RL0593* NAD 83(2011) POSITION- 46 45 53.91044(N) 088 42 56.16712(W)   ADJUSTED
 RL0593* NAD 83(2011) ELLIP HT-   208.715 (meters)        (06/27/12)   ADJUSTED
 RL0593* NAD 83(2011) EPOCH   -  2010.00
 RL0593* NAVD 88 ORTHO HEIGHT -   242.170 (meters)      794.52  (feet) ADJUSTED
 RL0593  ______________________________________________________________________
 RL0593  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 RL0593  NAD 83(2011) X  -     98,108.692 (meters)                     COMP
 RL0593  NAD 83(2011) Y  - -4,375,802.734 (meters)                     COMP
 RL0593  NAD 83(2011) Z  -  4,624,058.881 (meters)                     COMP
 RL0593  LAPLACE CORR    -        -10.47  (seconds)                    DEFLEC18
 RL0593  DYNAMIC HEIGHT  -        242.185 (meters)      794.57  (feet) COMP
 RL0593  MODELED GRAVITY -    980,667.8   (mgal)                       NAVD 88
 RL0593
 RL0593  VERT ORDER      -  SECOND    CLASS 0
 RL0593
 RL0593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0593  Standards:
 RL0593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0593  -------------------------------------------------------------------
 RL0593  NETWORK    0.63   1.67           0.29   0.21   0.85     -0.01599776
 RL0593  -------------------------------------------------------------------
 RL0593  Click here for local accuracies and other accuracy information.
 RL0593
 RL0593.The horizontal coordinates were established by GPS observations
 RL0593.and adjusted by the National Geodetic Survey in June 2012.
 RL0593
 RL0593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0593.been affixed to the stable North American tectonic plate. See 
 RL0593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0593
 RL0593.The horizontal coordinates are valid at the epoch date displayed above
 RL0593.which is a decimal equivalence of Year/Month/Day.
 RL0593
 RL0593.The orthometric height was determined by differential leveling and
 RL0593.adjusted by the NATIONAL GEODETIC SURVEY
 RL0593.in June 1991.
 RL0593
 RL0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0593.GEOID18 height accuracy estimate available here.
 RL0593
 RL0593.Click photographs - Photos may exist for this station.
 RL0593
 RL0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0593
 RL0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0593
 RL0593.The ellipsoidal height was determined by GPS observations
 RL0593.and is referenced to NAD 83.
 RL0593
 RL0593.The dynamic height is computed by dividing the NAVD 88
 RL0593.geopotential number by the normal gravity value computed on the
 RL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0593.degrees latitude (g = 980.6199 gals.).
 RL0593
 RL0593.The modeled gravity was interpolated from observed gravity values.
 RL0593
 RL0593. The following values were computed from the NAD 83(2011) position.
 RL0593
 RL0593;                    North         East     Units Scale Factor Converg.
 RL0593;SPC MI N     -   221,669.506 7,868,965.488   MT  0.99993787   -1 14 24.1
 RL0593;SPC MI N     -   727,262.16 25,816,815.91   iFT  0.99993787   -1 14 24.1
 RL0593;UTM  16      - 5,180,476.263   369,000.715   MT  0.99981093   -1 15 00.3
 RL0593
 RL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0593!SPC MI N     -   0.99996728  x   0.99993787  =   0.99990516
 RL0593!UTM  16      -   0.99996728  x   0.99981093  =   0.99977822
 RL0593
 RL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6900080476(NAD 83)
 RL0593
 RL0593                          SUPERSEDED SURVEY CONTROL
 RL0593
 RL0593  NAD 83(2007)-  46 45 53.91064(N)    088 42 56.16824(W) AD(2002.00) 0
 RL0593  ELLIP H (02/10/07)  208.731  (m)                       GP(2002.00)    
 RL0593  ELLIP H (06/11/02)  208.725  (m)                       GP(       ) 4 1
 RL0593  NAD 83(1994)-  46 45 53.91044(N)    088 42 56.16737(W) AD(       ) B
 RL0593  ELLIP H (09/20/95)  208.723  (m)                       GP(       ) 1 2
 RL0593  NAVD 88             242.17   (m)          794.5    (f) LEVELING    3  
 RL0593  NGVD 29 (??/??/92)  242.157  (m)          794.48   (f) ADJ UNCH    2 0
 RL0593
 RL0593.Superseded values are not recommended for survey control.
 RL0593
 RL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0593.See file dsdata.pdf to determine how the superseded data were derived.
 RL0593
 RL0593_MARKER: DB = BENCH MARK DISK
 RL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0593_STAMPING: E 151 1948
 RL0593_MARK LOGO: CGS
 RL0593_PROJECTION: FLUSH
 RL0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0593+STABILITY: SURFACE MOTION
 RL0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0593+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2013
 RL0593
 RL0593  HISTORY     - Date     Condition        Report By
 RL0593  HISTORY     - 1948     MONUMENTED       CGS
 RL0593  HISTORY     - 19940829 GOOD             NGS
 RL0593  HISTORY     - 19990311 GOOD             MIDT
 RL0593  HISTORY     - 20010717 GOOD             MIDT
 RL0593  HISTORY     - 20080103 GOOD             GEOCAC
 RL0593  HISTORY     - 20080501 GOOD             JCLS
 RL0593  HISTORY     - 20090616 GOOD             MIDT
 RL0593  HISTORY     - 20130530 GOOD             MIDT
 RL0593
 RL0593                          STATION DESCRIPTION
 RL0593
 RL0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0593'2 MI E FROM ALSTON.
 RL0593'2.05 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0593'ABOUT 1.0 MILE WEST OF THE BRIDGE OVER SILVER RIVER, ABOUT 0.2
 RL0593'MILE WEST OF HOUSES ON NORTH AND SOUTH SIDE OF HIGHWAY, ABOUT
 RL0593'0.45 MILE WEST OF A ROAD NORTH, AT THE SOUTH END OF A HAY FIELD,
 RL0593'73 FEET WEST OF A TELEPHONE POLE, 55 FEET EAST OF A TELEPHONE
 RL0593'POLE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 RL0593'SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0593'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL0593'CONCRETE POST PROJECTING 3 INCHES.
 RL0593
 RL0593                          STATION RECOVERY (1994)
 RL0593
 RL0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RL0593'STATION IS LOCATED IN QUAD 460884, IN THE SW 1/4 OF SEC 35, T 51 N, R
 RL0593'35 W, LAIRD TOWNSHIP, ABOUT 1.0 MI (1.6 KM) EAST FROM ALSTON, 11.0 MI
 RL0593'(17.7 KM) WEST OF BARAGA AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.  TO
 RL0593'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 38 IN
 RL0593'BARAGA, GO WEST ON HIGHWAY 38 FOR 6.45 MI (10.38 KM) TO A BRIDGE OVER
 RL0593'THE STURGEON RIVER.  CONTINUE WEST ON HIGHWAY 38 FOR 3.2 MILES (5.1
 RL0593'KM) TO A SIDE ROAD LEFT, PRICKET DAM RD, AND THE BARAGA-HOUGHTON
 RL0593'COUNTY LINE.  CONTINUE WEST ON HIGHWAY 38 FOR 0.95 MI (1.53 KM) TO A
 RL0593'BRIDGE OVER THE SILVER RIVER.  CONTINUE WEST ON HIGHWAY 38 FOR 1.0 MI
 RL0593'(1.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS FLUSH
 RL0593'WITH GROUND.  IT IS 142.7 FT (43.5 M) NORTHEAST FROM AND ACROSS THE
 RL0593'HIGHWAY FROM A UTILITY POLE, 131.6 FT (40.1 M) NORTHWEST FROM AND
 RL0593'ACROSS THE HIGHWAY FROM A UTILITY POLE, 48.2 FT (14.7 M) NORTH FROM
 RL0593'THE CENTERLINE OF STATE HIGHWAY 38, 2.0 FT (0.6 M) SOUTH FROM AN
 RL0593'EAST-WEST FENCE LINE, 2.0 FT (0.6 M) WEST FROM A METAL WITNESS POST,
 RL0593'1.0 FT (0.3 M) SOUTH FROM A CARSONITE WITNESS POST, AND ABOUT 4.0 FT
 RL0593'(1.2 M) LOWER THAN THE HIGHWAY.
 RL0593
 RL0593                          STATION RECOVERY (1999)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0593'RECOVERED IN GOOD CONDITION.
 RL0593
 RL0593                          STATION RECOVERY (2001)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MJW)
 RL0593'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 RL0593'BY NGS.
 RL0593
 RL0593                          STATION RECOVERY (2008)
 RL0593
 RL0593'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0593'RECOVERED IN GOOD CONDITION.
 RL0593
 RL0593                          STATION RECOVERY (2008)
 RL0593
 RL0593'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 RL0593'RECOVERED IN GOOD CONDITION.
 RL0593
 RL0593                          STATION RECOVERY (2009)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0593'RECOVERED AS DESCRIBED.
 RL0593
 RL0593                          STATION RECOVERY (2013)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (BLJ)
 RL0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0613 ***********************************************************************
 RL0613  DESIGNATION -  E 152
 RL0613  PID         -  RL0613
 RL0613  STATE/COUNTY-  MI/HOUGHTON
 RL0613  COUNTRY     -  US
 RL0613  USGS QUAD   -  NISULA (2017)
 RL0613
 RL0613                         *CURRENT SURVEY CONTROL
 RL0613  ______________________________________________________________________
 RL0613* NAD 83(1986) POSITION- 46 50 02.2    (N) 088 51 53.4    (W)   HD_HELD2
 RL0613* NAVD 88 ORTHO HEIGHT -   376.435 (meters)     1235.02  (feet) ADJUSTED
 RL0613  ______________________________________________________________________
 RL0613  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 RL0613  DYNAMIC HEIGHT  -        376.458 (meters)     1235.10  (feet) COMP
 RL0613  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RL0613
 RL0613  VERT ORDER      -  SECOND    CLASS 0
 RL0613
 RL0613.The horizontal coordinates were established by autonomous hand held GPS
 RL0613.observations and have an estimated accuracy of +/- 10 meters.
 RL0613
 RL0613.The orthometric height was determined by differential leveling and
 RL0613.adjusted by the NATIONAL GEODETIC SURVEY
 RL0613.in June 1991.
 RL0613
 RL0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0613.GEOID18 height accuracy estimate available here.
 RL0613
 RL0613.Click photographs - Photos may exist for this station.
 RL0613
 RL0613.The dynamic height is computed by dividing the NAVD 88
 RL0613.geopotential number by the normal gravity value computed on the
 RL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0613.degrees latitude (g = 980.6199 gals.).
 RL0613
 RL0613.The modeled gravity was interpolated from observed gravity values.
 RL0613
 RL0613;                    North         East    Units  Estimated Accuracy
 RL0613;SPC MI N     -   229,591.    7,857,750.      MT  (+/- 10 meters HH2 GPS)
 RL0613
 RL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5778788399(NAD 83)
 RL0613
 RL0613                          SUPERSEDED SURVEY CONTROL
 RL0613
 RL0613  NGVD 29 (??/??/92)  376.416  (m)         1234.96   (f) ADJ UNCH    2 0
 RL0613
 RL0613.Superseded values are not recommended for survey control.
 RL0613
 RL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0613.See file dsdata.pdf to determine how the superseded data were derived.
 RL0613
 RL0613_MARKER: DB = BENCH MARK DISK
 RL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0613_STAMPING: E 152 1948
 RL0613_MARK LOGO: CGS
 RL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0613+STABILITY: SURFACE MOTION
 RL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0613+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0613
 RL0613  HISTORY     - Date     Condition        Report By
 RL0613  HISTORY     - 1948     MONUMENTED       CGS
 RL0613  HISTORY     - 20040515 GOOD             GEOCAC
 RL0613
 RL0613                          STATION DESCRIPTION
 RL0613
 RL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0613'7.8 MI NW FROM NISULA.
 RL0613'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH
 RL0613'AND CEMETERY, THENCE ABOUT 7.35 MILES NORTHWEST ALONG THE
 RL0613'WINONA ROAD, ABOUT 50 YARDS NORTH OF THE CREST OF A KNOLL, 26
 RL0613'FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHEAST
 RL0613'OF A TRIANGULAR BLAZED 20-INCH HARD MAPLE TREE, ABOUT 0.3 MILE
 RL0613'SOUTHEAST OF A DIM ROAD WEST, 1 1/2 FEET NORTH OF A WHITE
 RL0613'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0613'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  MARK MAY BE REACHED
 RL0613'FROM THE COPPER RANGE RAILROAD STATION AT WINONA BY GOING ABOUT
 RL0613'0.2 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.3 MILE NORTHEAST
 RL0613'ALONG STATE HIGHWAY 26, THENCE ABOUT 3.25 MILES SOUTHEAST ALONG
 RL0613'THE NISULA ROAD.
 RL0613
 RL0613                          STATION RECOVERY (2004)
 RL0613
 RL0613'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0613'MARK IS LOCATED ALONG PIKE LAKE ROAD, 0.30 MILE SOUTHEAST OF CLEAR
 RL0613'LAKE ACCESS ROAD (WEST) AND 0.15 MILE SOUTHEAST OF MIKKOLA TRAIL
 RL0613'(WEST).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0500 ***********************************************************************
 RL0500  DESIGNATION -  E 153
 RL0500  PID         -  RL0500
 RL0500  STATE/COUNTY-  MI/HOUGHTON
 RL0500  COUNTRY     -  US
 RL0500  USGS QUAD   -  DONKEN (2017)
 RL0500
 RL0500                         *CURRENT SURVEY CONTROL
 RL0500  ______________________________________________________________________
 RL0500* NAD 83(1986) POSITION- 46 54 26.57   (N) 088 50 05.28   (W)   HD_HELD1
 RL0500* NAVD 88 ORTHO HEIGHT -   366.426 (meters)     1202.18  (feet) ADJUSTED
 RL0500  ______________________________________________________________________
 RL0500  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 RL0500  DYNAMIC HEIGHT  -        366.462 (meters)     1202.30  (feet) COMP
 RL0500  MODELED GRAVITY -    980,699.7   (mgal)                       NAVD 88
 RL0500
 RL0500  VERT ORDER      -  FIRST     CLASS II
 RL0500
 RL0500.The horizontal coordinates were determined by differentially corrected
 RL0500.hand held GPS observations or other comparable positioning techniques
 RL0500.and have an estimated accuracy of +/- 3 meters.
 RL0500
 RL0500.The orthometric height was determined by differential leveling and
 RL0500.adjusted by the NATIONAL GEODETIC SURVEY
 RL0500.in June 1991.
 RL0500
 RL0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0500.GEOID18 height accuracy estimate available here.
 RL0500
 RL0500.Click photographs - Photos may exist for this station.
 RL0500
 RL0500.The dynamic height is computed by dividing the NAVD 88
 RL0500.geopotential number by the normal gravity value computed on the
 RL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0500.degrees latitude (g = 980.6199 gals.).
 RL0500
 RL0500.The modeled gravity was interpolated from observed gravity values.
 RL0500
 RL0500;                    North         East    Units  Estimated Accuracy
 RL0500;SPC MI N     -   237,699.2   7,860,229.3     MT  (+/- 3 meters HH1 GPS) 
 RL0500
 RL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6026896505(NAD 83)
 RL0500
 RL0500                          SUPERSEDED SURVEY CONTROL
 RL0500
 RL0500  NGVD 29 (??/??/92)  366.416  (m)         1202.15   (f) ADJ UNCH    1 2
 RL0500
 RL0500.Superseded values are not recommended for survey control.
 RL0500
 RL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0500.See file dsdata.pdf to determine how the superseded data were derived.
 RL0500
 RL0500_MARKER: DB = BENCH MARK DISK
 RL0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0500_SP_SET: CULVERT HEADWALL
 RL0500_STAMPING: E 153 1948
 RL0500_MARK LOGO: CGS
 RL0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0500+STABILITY: SURFACE MOTION
 RL0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0500+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0500
 RL0500  HISTORY     - Date     Condition        Report By
 RL0500  HISTORY     - 1948     MONUMENTED       CGS
 RL0500  HISTORY     - 19960715 GOOD             MIDT
 RL0500  HISTORY     - 20070821 GOOD             GEOCAC
 RL0500  HISTORY     - 20140812 GOOD             MIDT
 RL0500
 RL0500                          STATION DESCRIPTION
 RL0500
 RL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0500'2.2 MI NE FROM LAKE ROLAND.
 RL0500'2.15 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0500'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ABOUT 0.35
 RL0500'MILE NORTHEAST OF A DIM ROAD WEST, SET IN THE TOP OF THE
 RL0500'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 12-FOOT CONCRETE
 RL0500'CULVERT, 35 FEET NORTHWEST OF AND ABOUT 6 FEET BELOW THE
 RL0500'CENTERLINE OF THE HIGHWAY.
 RL0500
 RL0500                          STATION RECOVERY (1996)
 RL0500
 RL0500'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0500'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST ALONG STATE
 RL0500'HIGHWAY M-26 FROM TWIN LAKES.  TO REACH FROM THE JUNCTION OF STATE
 RL0500'HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN LAKES FOLLOW M-26
 RL0500'3.417 KM (2.10 MI) NORTHEAST TO A GURAD RAIL SECTION AND THE MARK ON
 RL0500'THE LEFT.  STATION IS SET IN THE TOP OF THE NORTHEAST END OF THE
 RL0500'NORTHWEST CULVERT HEADWALL OF A 3.6576 M (12.0000 FT) CONCRETE SLAB
 RL0500'CULVERT UNDER M-26.  11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE OF
 RL0500'M-26, 5.5 M (18.0 FT) NORTHWEST OF THE GUARD RAIL, 0.2 M (0.7 FT)
 RL0500'SOUTHWEST OF A CARSONITE WITNESS POST, 0.8 M (2.6 FT) BELOW THE
 RL0500'CENTERLINE OF THE HIGHWAY AND 0.4 M (1.3 FT) BELOW THE GROUND.
 RL0500
 RL0500                          STATION RECOVERY (2007)
 RL0500
 RL0500'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0500'RECOVERED IN GOOD CONDITION.
 RL0500
 RL0500                          STATION RECOVERY (2014)
 RL0500
 RL0500'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0623 ***********************************************************************
 RL0623  DESIGNATION -  E 154
 RL0623  PID         -  RL0623
 RL0623  STATE/COUNTY-  MI/HOUGHTON
 RL0623  COUNTRY     -  US
 RL0623  USGS QUAD   -  VISTA FALLS (2017)
 RL0623
 RL0623                         *CURRENT SURVEY CONTROL
 RL0623  ______________________________________________________________________
 RL0623* NAD 83(1986) POSITION- 46 43 58.6    (N) 088 45 40.7    (W)   HD_HELD2
 RL0623* NAVD 88 ORTHO HEIGHT -   296.232 (meters)      971.89  (feet) ADJUSTED
 RL0623  ______________________________________________________________________
 RL0623  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 RL0623  DYNAMIC HEIGHT  -        296.249 (meters)      971.94  (feet) COMP
 RL0623  MODELED GRAVITY -    980,664.2   (mgal)                       NAVD 88
 RL0623
 RL0623  VERT ORDER      -  SECOND    CLASS 0
 RL0623
 RL0623.The horizontal coordinates were established by autonomous hand held GPS
 RL0623.observations and have an estimated accuracy of +/- 10 meters.
 RL0623
 RL0623.The orthometric height was determined by differential leveling and
 RL0623.adjusted by the NATIONAL GEODETIC SURVEY
 RL0623.in June 1991.
 RL0623
 RL0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0623.GEOID18 height accuracy estimate available here.
 RL0623
 RL0623.Click photographs - Photos may exist for this station.
 RL0623
 RL0623.The dynamic height is computed by dividing the NAVD 88
 RL0623.geopotential number by the normal gravity value computed on the
 RL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0623.degrees latitude (g = 980.6199 gals.).
 RL0623
 RL0623.The modeled gravity was interpolated from observed gravity values.
 RL0623
 RL0623;                    North         East    Units  Estimated Accuracy
 RL0623;SPC MI N     -   218,186.    7,865,396.      MT  (+/- 10 meters HH2 GPS)
 RL0623
 RL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6543176994(NAD 83)
 RL0623
 RL0623                          SUPERSEDED SURVEY CONTROL
 RL0623
 RL0623  NGVD 29 (??/??/92)  296.219  (m)          971.85   (f) ADJ UNCH    2 0
 RL0623
 RL0623.Superseded values are not recommended for survey control.
 RL0623
 RL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0623.See file dsdata.pdf to determine how the superseded data were derived.
 RL0623
 RL0623_MARKER: DB = BENCH MARK DISK
 RL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0623_STAMPING: E 154 1948
 RL0623_MARK LOGO: CGS
 RL0623_PROJECTION: FLUSH
 RL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0623+STABILITY: SURFACE MOTION
 RL0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0623+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2008
 RL0623
 RL0623  HISTORY     - Date     Condition        Report By
 RL0623  HISTORY     - 1948     MONUMENTED       CGS
 RL0623  HISTORY     - 20040515 GOOD             GEOCAC
 RL0623  HISTORY     - 20080812 GOOD             GEOCAC
 RL0623
 RL0623                          STATION DESCRIPTION
 RL0623
 RL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0623'2.3 MI S FROM ALSTON.
 RL0623'0.05 MILES WEST ALONG STATE HIGHWAY 28 FROM THE SCHOOL AT ALSTON,
 RL0623'THENCE ABOUT 2.25 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.7
 RL0623'MILE SOUTH OF A BRIDGE OVER WEST BRANCH OF STURGEON RIVER, AT
 RL0623'THE JUNCTION OF AN OLD TRAIL EAST, ABOUT 0.3 MILE SOUTH OF THE
 RL0623'SIGN AT THE NORTH BOUNDARY OF THE OTTAWA NATIONAL FOREST, 48 FEET
 RL0623'EAST-NORTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 37 1/2
 RL0623'FEET NORTH AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED 20-INCH
 RL0623'BIRCH TREE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 RL0623'FEET SOUTHWEST OF A TRIANGULAR BLAZED 22-INCH MAPLE TREE, 10
 RL0623'FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 20-INCH MAPLE TREE,
 RL0623'7 FEET NORTH OF THE CENTER LINE OF THE OLD TRAIL, 1 1/2 FEET
 RL0623'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0623
 RL0623                          STATION RECOVERY (2004)
 RL0623
 RL0623'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0623'2.15 MILES SOUTH ALONG SOUTH LAIRD ROAD FROM HWY M-38 AT ALSTON.  0.10
 RL0623'MILE NORTH OF A OTTAWA NAT'L FOREST SIGN - 'PREVENTING FOREST FIRES'.
 RL0623'56 FT WEST AND ACROSS ROAD FROM NEW POWER POLE 14E29, 24 FT EAST C/L
 RL0623'ROAD, 1 FT WEST OF MWP+SIGN, 1 FT BELOW LEVEL WITH ROAD AND PROJECTING
 RL0623'1-INCH.
 RL0623
 RL0623                          STATION RECOVERY (2008)
 RL0623
 RL0623'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0017 ***********************************************************************
 RL0017  DESIGNATION -  E 155
 RL0017  PID         -  RL0017
 RL0017  STATE/COUNTY-  MI/MARQUETTE
 RL0017  COUNTRY     -  US
 RL0017  USGS QUAD   -  MICHIGAMME (2017)
 RL0017
 RL0017                         *CURRENT SURVEY CONTROL
 RL0017  ______________________________________________________________________
 RL0017* NAD 83(1986) POSITION- 46 32 25.32   (N) 088 00 06.36   (W)   HD_HELD1
 RL0017* NAVD 88 ORTHO HEIGHT -   479.268 (meters)     1572.40  (feet) ADJUSTED
 RL0017  ______________________________________________________________________
 RL0017  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 RL0017  DYNAMIC HEIGHT  -        479.288 (meters)     1572.46  (feet) COMP
 RL0017  MODELED GRAVITY -    980,640.2   (mgal)                       NAVD 88
 RL0017
 RL0017  VERT ORDER      -  SECOND    CLASS 0
 RL0017
 RL0017.The horizontal coordinates were determined by differentially corrected
 RL0017.hand held GPS observations or other comparable positioning techniques
 RL0017.and have an estimated accuracy of +/- 3 meters.
 RL0017
 RL0017.The orthometric height was determined by differential leveling and
 RL0017.adjusted by the NATIONAL GEODETIC SURVEY
 RL0017.in June 1991.
 RL0017
 RL0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0017.GEOID18 height accuracy estimate available here.
 RL0017
 RL0017.Click photographs - Photos may exist for this station.
 RL0017
 RL0017.The dynamic height is computed by dividing the NAVD 88
 RL0017.geopotential number by the normal gravity value computed on the
 RL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0017.degrees latitude (g = 980.6199 gals.).
 RL0017
 RL0017.The modeled gravity was interpolated from observed gravity values.
 RL0017
 RL0017;                    North         East    Units  Estimated Accuracy
 RL0017;SPC MI N     -   195,770.5   7,923,167.5     MT  (+/- 3 meters HH1 GPS) 
 RL0017
 RL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2318954576(NAD 83)
 RL0017
 RL0017                          SUPERSEDED SURVEY CONTROL
 RL0017
 RL0017  NGVD 29 (??/??/92)  479.209  (m)         1572.20   (f) ADJ UNCH    2 0
 RL0017
 RL0017.Superseded values are not recommended for survey control.
 RL0017
 RL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0017.See file dsdata.pdf to determine how the superseded data were derived.
 RL0017
 RL0017_MARKER: DB = BENCH MARK DISK
 RL0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0017_STAMPING: E 155 1948
 RL0017_MARK LOGO: CGS
 RL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0017+STABILITY: SURFACE MOTION
 RL0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0017+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RL0017
 RL0017  HISTORY     - Date     Condition        Report By
 RL0017  HISTORY     - 1948     MONUMENTED       CGS
 RL0017  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0017  HISTORY     - 20050718 GOOD             GEOCAC
 RL0017
 RL0017                          STATION DESCRIPTION
 RL0017
 RL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0017'3.2 MI NW FROM CHAMPION.
 RL0017'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0017'AT CHAMPION, THENCE 0.8 MILE NORTH ALONG HURON BAY GRADE, IN
 RL0017'THE SOUTH CORNER OF THE JUNCTION WITH A SIDE ROAD LEADING
 RL0017'SOUTHEAST TO MARTINS LANDING, 41 FEET SOUTHEAST OF THE CENTER
 RL0017'LINE OF THE MAIN ROAD, 84 FEET SOUTHWEST OF THE CENTER LINE OF
 RL0017'THE SIDE ROAD, 48 FEET SOUTHWEST OF A TELEPHONE POLE, 42 FEET
 RL0017'SOUTH OF THE NORTHWEST LEG OF A MARTINS LANDING SIGN, 10 FEET
 RL0017'NORTHWEST OF A SCRUB POPLAR TREE, ABOUT LEVEL WITH THE ROAD AND
 RL0017'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL0017
 RL0017                          STATION RECOVERY (1985)
 RL0017
 RL0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0017'MARK NOT FOUND.
 RL0017
 RL0017                          STATION RECOVERY (2005)
 RL0017
 RL0017'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0017'MARK IS 2 FT SOUTHEAST OF A METAL WITNESS POST AND PROJECTS ABOUT 4
 RL0017'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0294 ***********************************************************************
 RK0294  DESIGNATION -  E 156
 RK0294  PID         -  RK0294
 RK0294  STATE/COUNTY-  MI/MARQUETTE
 RK0294  COUNTRY     -  US
 RK0294  USGS QUAD   -  NEGAUNEE (2017)
 RK0294
 RK0294                         *CURRENT SURVEY CONTROL
 RK0294  ______________________________________________________________________
 RK0294* NAD 83(1986) POSITION- 46 31 56.     (N) 087 33 25.     (W)   SCALED
 RK0294* NAVD 88 ORTHO HEIGHT -   429.827 (meters)     1410.19  (feet) ADJUSTED
 RK0294  ______________________________________________________________________
 RK0294  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 RK0294  DYNAMIC HEIGHT  -        429.856 (meters)     1410.29  (feet) COMP
 RK0294  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RK0294
 RK0294  VERT ORDER      -  SECOND    CLASS 0
 RK0294
 RK0294.The horizontal coordinates were scaled from a map and have
 RK0294.an estimated accuracy of +/- 6 seconds.
 RK0294
 RK0294.The orthometric height was determined by differential leveling and
 RK0294.adjusted by the NATIONAL GEODETIC SURVEY
 RK0294.in June 1991.
 RK0294
 RK0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0294.GEOID18 height accuracy estimate available here.
 RK0294
 RK0294.Click photographs - Photos may exist for this station.
 RK0294
 RK0294.The dynamic height is computed by dividing the NAVD 88
 RK0294.geopotential number by the normal gravity value computed on the
 RK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0294.degrees latitude (g = 980.6199 gals.).
 RK0294
 RK0294.The modeled gravity was interpolated from observed gravity values.
 RK0294
 RK0294;                    North         East    Units  Estimated Accuracy
 RK0294;SPC MI N     -   194,530.    7,957,280.      MT  (+/- 180 meters Scaled)
 RK0294
 RK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS572533(NAD 83)
 RK0294
 RK0294                          SUPERSEDED SURVEY CONTROL
 RK0294
 RK0294  NGVD 29 (??/??/92)  429.772  (m)         1410.01   (f) ADJ UNCH    2 0
 RK0294
 RK0294.Superseded values are not recommended for survey control.
 RK0294
 RK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0294.See file dsdata.pdf to determine how the superseded data were derived.
 RK0294
 RK0294_MARKER: DB = BENCH MARK DISK
 RK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0294_STAMPING: E 156 1948
 RK0294_MARK LOGO: CGS
 RK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0294+STABILITY: SURFACE MOTION
 RK0294
 RK0294  HISTORY     - Date     Condition        Report By
 RK0294  HISTORY     - 1948     MONUMENTED       CGS
 RK0294  HISTORY     - 1958     GOOD             CGS
 RK0294  HISTORY     - 1980     MARK NOT FOUND   NGS
 RK0294  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0294
 RK0294                          STATION DESCRIPTION
 RK0294
 RK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0294'8.4 MI W FROM MARQUETTE.
 RK0294'8.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0294'MARQUETTE, THENCE 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD TO
 RK0294'MARQUETTE COUNTY AIRPORT, 164 FEET WEST-NORTHWEST OF THE NORTHWEST
 RK0294'CORNER OF THE FUEL HOUSE, 100 FEET NORTHWEST OF THE NORTHWEST
 RK0294'CORNER OF THE HANGAR, 6 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 RK0294'EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RK0294'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RK0294
 RK0294                          STATION RECOVERY (1958)
 RK0294
 RK0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RK0294'RECOVERED IN GOOD CONDITION.
 RK0294
 RK0294                          STATION RECOVERY (1980)
 RK0294
 RK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RK0294'MARK NOT FOUND.
 RK0294
 RK0294                          STATION RECOVERY (1985)
 RK0294
 RK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0355 ***********************************************************************
 RK0355  DESIGNATION -  E 157
 RK0355  PID         -  RK0355
 RK0355  STATE/COUNTY-  MI/MARQUETTE
 RK0355  COUNTRY     -  US
 RK0355  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0355
 RK0355                         *CURRENT SURVEY CONTROL
 RK0355  ______________________________________________________________________
 RK0355* NAD 83(1986) POSITION- 46 42 06.     (N) 087 39 10.     (W)   SCALED
 RK0355* NAVD 88 ORTHO HEIGHT -   323.748 (meters)     1062.16  (feet) ADJUSTED
 RK0355  ______________________________________________________________________
 RK0355  GEOID HEIGHT    -        -34.728 (meters)                     GEOID18
 RK0355  DYNAMIC HEIGHT  -        323.772 (meters)     1062.24  (feet) COMP
 RK0355  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 RK0355
 RK0355  VERT ORDER      -  SECOND    CLASS 0
 RK0355
 RK0355.The horizontal coordinates were scaled from a map and have
 RK0355.an estimated accuracy of +/- 6 seconds.
 RK0355
 RK0355.The orthometric height was determined by differential leveling and
 RK0355.adjusted by the NATIONAL GEODETIC SURVEY
 RK0355.in June 1991.
 RK0355
 RK0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0355.GEOID18 height accuracy estimate available here.
 RK0355
 RK0355.Click photographs - Photos may exist for this station.
 RK0355
 RK0355.The dynamic height is computed by dividing the NAVD 88
 RK0355.geopotential number by the normal gravity value computed on the
 RK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0355.degrees latitude (g = 980.6199 gals.).
 RK0355
 RK0355.The modeled gravity was interpolated from observed gravity values.
 RK0355
 RK0355;                    North         East    Units  Estimated Accuracy
 RK0355;SPC MI N     -   213,420.    7,950,080.      MT  (+/- 180 meters Scaled)
 RK0355
 RK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS500722(NAD 83)
 RK0355
 RK0355                          SUPERSEDED SURVEY CONTROL
 RK0355
 RK0355  NGVD 29 (??/??/92)  323.702  (m)         1062.01   (f) ADJ UNCH    2 0
 RK0355
 RK0355.Superseded values are not recommended for survey control.
 RK0355
 RK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0355.See file dsdata.pdf to determine how the superseded data were derived.
 RK0355
 RK0355_MARKER: DB = BENCH MARK DISK
 RK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0355_STAMPING: E 157 1948
 RK0355_MARK LOGO: CGS
 RK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0355+STABILITY: SURFACE MOTION
 RK0355
 RK0355  HISTORY     - Date     Condition        Report By
 RK0355  HISTORY     - 1948     MONUMENTED       CGS
 RK0355  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0355
 RK0355                          STATION DESCRIPTION
 RK0355
 RK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0355'5.8 MI W FROM BIRCH.
 RK0355'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0355'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 2.85 MILES
 RK0355'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 0.6 MILE
 RK0355'NORTHEAST OF A SMALL LOGGING CAMP, AT THE JUNCTION OF A DIM
 RK0355'ROAD EAST, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 20
 RK0355'FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 40 FEET
 RK0355'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST FACE OF A
 RK0355'LARGE SURFACE ROCK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RK0355'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0355'POST PROJECTING 3 INCHES.
 RK0355
 RK0355                          STATION RECOVERY (1982)
 RK0355
 RK0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0030 ***********************************************************************
 NG0030  DESIGNATION -  E 158
 NG0030  PID         -  NG0030
 NG0030  STATE/COUNTY-  MI/ALLEGAN
 NG0030  COUNTRY     -  US
 NG0030  USGS QUAD   -  HAMILTON WEST (2017)
 NG0030
 NG0030                         *CURRENT SURVEY CONTROL
 NG0030  ______________________________________________________________________
 NG0030* NAD 83(1986) POSITION- 42 43 07.     (N) 086 02 46.     (W)   SCALED
 NG0030* NAVD 88 ORTHO HEIGHT -   216.674 (meters)      710.87  (feet) ADJUSTED
 NG0030  ______________________________________________________________________
 NG0030  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 NG0030  DYNAMIC HEIGHT  -        216.619 (meters)      710.69  (feet) COMP
 NG0030  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 NG0030
 NG0030  VERT ORDER      -  SECOND    CLASS 0
 NG0030
 NG0030.The horizontal coordinates were scaled from a map and have
 NG0030.an estimated accuracy of +/- 6 seconds.
 NG0030
 NG0030.The orthometric height was determined by differential leveling and
 NG0030.adjusted by the NATIONAL GEODETIC SURVEY
 NG0030.in June 1991.
 NG0030
 NG0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0030.GEOID18 height accuracy estimate available here.
 NG0030
 NG0030.Click photographs - Photos may exist for this station.
 NG0030
 NG0030.The dynamic height is computed by dividing the NAVD 88
 NG0030.geopotential number by the normal gravity value computed on the
 NG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0030.degrees latitude (g = 980.6199 gals.).
 NG0030
 NG0030.The modeled gravity was interpolated from observed gravity values.
 NG0030
 NG0030;                    North         East    Units  Estimated Accuracy
 NG0030;SPC MI S     -   136,730.    3,862,460.      MT  (+/- 180 meters Scaled)
 NG0030
 NG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN781300(NAD 83)
 NG0030
 NG0030                          SUPERSEDED SURVEY CONTROL
 NG0030
 NG0030  NGVD 29 (??/??/92)  216.814  (m)          711.33   (f) ADJ UNCH    2 0
 NG0030
 NG0030.Superseded values are not recommended for survey control.
 NG0030
 NG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0030.See file dsdata.pdf to determine how the superseded data were derived.
 NG0030
 NG0030_MARKER: DB = BENCH MARK DISK
 NG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0030_STAMPING: E 158 1948
 NG0030_MARK LOGO: CGS
 NG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0030+STABILITY: SURFACE MOTION
 NG0030
 NG0030  HISTORY     - Date     Condition        Report By
 NG0030  HISTORY     - 1948     MONUMENTED       CGS
 NG0030  HISTORY     - 1984     GOOD             NGS
 NG0030  HISTORY     - 1988     GOOD             USPSQD
 NG0030
 NG0030                          STATION DESCRIPTION
 NG0030
 NG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0030'0.4 MI W FROM FILLMORE.
 NG0030'0.35 MILE WEST ALONG COUNTY ROAD 442 FROM THE CROSSING OF THE
 NG0030'CHESAPEAKE AND OHIO RAILWAY AT FILLMORE, AT THE INTERSECTION OF
 NG0030'STATE HIGHWAY 40, 27 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 NG0030'ROAD, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 NG0030'NORTHWEST OF A POWER POLE, 13 FEET NORTHEAST OF THE NORTH END OF
 NG0030'A CONCRETE PIPE CULVERT UNDER ROAD EAST, 2 FEET SOUTH OF A WHITE
 NG0030'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 NG0030'A CONCRETE POST PROJECTING 6 INCHES.
 NG0030
 NG0030                          STATION RECOVERY (1984)
 NG0030
 NG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0030'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984, NOT NEEDED FOR
 NG0030'TIE.  NOTE, DELETE 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ALSO
 NG0030'DELETE PROJECTING 6 INCHES.  ADD, PROJECTS 9 CENTIMETERS.
 NG0030
 NG0030                          STATION RECOVERY (1988)
 NG0030
 NG0030'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0994 ***********************************************************************
 NF0994  DESIGNATION -  E 159
 NF0994  PID         -  NF0994
 NF0994  STATE/COUNTY-  MI/ALLEGAN
 NF0994  COUNTRY     -  US
 NF0994  USGS QUAD   -  BURNIPS (2017)
 NF0994
 NF0994                         *CURRENT SURVEY CONTROL
 NF0994  ______________________________________________________________________
 NF0994* NAD 83(1986) POSITION- 42 44 23.     (N) 085 50 24.     (W)   SCALED
 NF0994* NAVD 88 ORTHO HEIGHT -   212.682 (meters)      697.77  (feet) ADJUSTED
 NF0994  ______________________________________________________________________
 NF0994  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 NF0994  DYNAMIC HEIGHT  -        212.627 (meters)      697.59  (feet) COMP
 NF0994  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 NF0994
 NF0994  VERT ORDER      -  SECOND    CLASS 0
 NF0994
 NF0994.The horizontal coordinates were scaled from a map and have
 NF0994.an estimated accuracy of +/- 6 seconds.
 NF0994
 NF0994.The orthometric height was determined by differential leveling and
 NF0994.adjusted by the NATIONAL GEODETIC SURVEY
 NF0994.in June 1991.
 NF0994
 NF0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0994.GEOID18 height accuracy estimate available here.
 NF0994
 NF0994.Click photographs - Photos may exist for this station.
 NF0994
 NF0994.The dynamic height is computed by dividing the NAVD 88
 NF0994.geopotential number by the normal gravity value computed on the
 NF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0994.degrees latitude (g = 980.6199 gals.).
 NF0994
 NF0994.The modeled gravity was interpolated from observed gravity values.
 NF0994
 NF0994;                    North         East    Units  Estimated Accuracy
 NF0994;SPC MI S     -   138,760.    3,879,370.      MT  (+/- 180 meters Scaled)
 NF0994
 NF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN949325(NAD 83)
 NF0994
 NF0994                          SUPERSEDED SURVEY CONTROL
 NF0994
 NF0994  NGVD 29 (??/??/92)  212.818  (m)          698.22   (f) ADJ UNCH    2 0
 NF0994
 NF0994.Superseded values are not recommended for survey control.
 NF0994
 NF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0994.See file dsdata.pdf to determine how the superseded data were derived.
 NF0994
 NF0994_MARKER: DB = BENCH MARK DISK
 NF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0994_STAMPING: E 159 1948
 NF0994_MARK LOGO: CGS
 NF0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0994+STABILITY: SURFACE MOTION
 NF0994
 NF0994  HISTORY     - Date     Condition        Report By
 NF0994  HISTORY     - 1948     MONUMENTED       CGS
 NF0994  HISTORY     - 1987     GOOD             USPSQD
 NF0994  HISTORY     - 1989     GOOD             USPSQD
 NF0994  HISTORY     - 20070609 MARK NOT FOUND   GEOCAC
 NF0994
 NF0994                          STATION DESCRIPTION
 NF0994
 NF0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0994'0.7 MI N FROM BURNIPS.
 NF0994'0.7 MILE NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0994'SET IN THE NORTHEAST CORNER OF AN EAST-WEST CROSSROAD AT A
 NF0994'LARGE CEMETERY IN SOUTHEAST AND SOUTHWEST QUARTER OF
 NF0994'INTERSECTION, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 26
 NF0994'FEET NORTH OF THE CENTER LINE OF THE CROSSROAD, 4 1/2 FEET EAST
 NF0994'OF A TELEPHONE POLE BRACE POLE AND IN LINE WITH THE ROW OF POLES
 NF0994'WEST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0994'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0994'6 INCHES.
 NF0994
 NF0994                          STATION RECOVERY (1987)
 NF0994
 NF0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0994'RECOVERED IN GOOD CONDITION.
 NF0994
 NF0994                          STATION RECOVERY (1989)
 NF0994
 NF0994'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0994'RECOVERED IN GOOD CONDITION.
 NF0994
 NF0994                          STATION RECOVERY (2007)
 NF0994
 NF0994'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0994'AREA OF MARK APPEARS TO NOW BE FIELD ENTRANCE DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0275 ***********************************************************************
 OK0275  DESIGNATION -  E 16
 OK0275  PID         -  OK0275
 OK0275  STATE/COUNTY-  MI/MECOSTA
 OK0275  COUNTRY     -  US
 OK0275  USGS QUAD   -  CHIPPEWA LAKE SOUTH (2017)
 OK0275
 OK0275                         *CURRENT SURVEY CONTROL
 OK0275  ______________________________________________________________________
 OK0275* NAD 83(1986) POSITION- 43 39 18.     (N) 085 16 55.     (W)   SCALED
 OK0275* NAVD 88 ORTHO HEIGHT -   316.524 (meters)     1038.46  (feet) ADJUSTED
 OK0275  ______________________________________________________________________
 OK0275  GEOID HEIGHT    -        -32.667 (meters)                     GEOID18
 OK0275  DYNAMIC HEIGHT  -        316.467 (meters)     1038.28  (feet) COMP
 OK0275  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 OK0275
 OK0275  VERT ORDER      -  FIRST     CLASS II
 OK0275
 OK0275.The horizontal coordinates were scaled from a map and have
 OK0275.an estimated accuracy of +/- 6 seconds.
 OK0275
 OK0275.The orthometric height was determined by differential leveling and
 OK0275.adjusted by the NATIONAL GEODETIC SURVEY
 OK0275.in June 1991.
 OK0275
 OK0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0275.GEOID18 height accuracy estimate available here.
 OK0275
 OK0275.Click photographs - Photos may exist for this station.
 OK0275
 OK0275.The dynamic height is computed by dividing the NAVD 88
 OK0275.geopotential number by the normal gravity value computed on the
 OK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0275.degrees latitude (g = 980.6199 gals.).
 OK0275
 OK0275.The modeled gravity was interpolated from observed gravity values.
 OK0275
 OK0275;                    North         East    Units  Estimated Accuracy
 OK0275;SPC MI S     -   239,780.    3,926,170.      MT  (+/- 180 meters Scaled)
 OK0275
 OK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP385349(NAD 83)
 OK0275
 OK0275                          SUPERSEDED SURVEY CONTROL
 OK0275
 OK0275  NGVD 29 (??/??/92)  316.638  (m)         1038.84   (f) ADJ UNCH    1 2
 OK0275
 OK0275.Superseded values are not recommended for survey control.
 OK0275
 OK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0275.See file dsdata.pdf to determine how the superseded data were derived.
 OK0275
 OK0275_MARKER: DB = BENCH MARK DISK
 OK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0275_STAMPING: E 16 1916 ELEV 1038.836 FT.
 OK0275_MARK LOGO: CGS
 OK0275_PROJECTION: FLUSH
 OK0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0275+STABILITY: SURFACE MOTION
 OK0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0275+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0275
 OK0275  HISTORY     - Date     Condition        Report By
 OK0275  HISTORY     - 1916     MONUMENTED       CGS
 OK0275  HISTORY     - 1934     GOOD             CGS
 OK0275  HISTORY     - 19921111 GOOD             NGS
 OK0275  HISTORY     - 20010626 GOOD             USPSQD
 OK0275
 OK0275                          STATION DESCRIPTION
 OK0275
 OK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0275'2.7 MI SE FROM RODNEY.
 OK0275'2.7 MILES SOUTHEAST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0275'AT RODNEY, 0.3 MILE SOUTHESAT OF MILEPOST 11, AT AN EAST-AND-WEST
 OK0275'DIRT-ROAD CROSSING, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OK0275'AND 45.0 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 OK0275'DISK STAMPED ELEV. 1038.836 FT. E 16 1916 AND SET IN THE TOP
 OK0275'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0275
 OK0275                          STATION RECOVERY (1992)
 OK0275
 OK0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0275'3.1 KM (1.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0275'IN MECOSTA, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG 90TH AVENUE,
 OK0275'THENCE 1.3 KM (0.80 MI) WESTERLY ALONG 13-MILE ROAD, 20.6 M (67.6 FT)
 OK0275'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 15.7 M (51.5 FT) NORTH
 OK0275'OF THE ROAD CENTER, 5.1 M (16.7 FT) NORTHWEST OF THE CENTER OF A
 OK0275'DRIVEWAY, 2.0 M (6.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, 1.0 M
 OK0275'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 OK0275'M (0.3 FT) ABOVE THE GROUND SURFACE.
 OK0275
 OK0275                          STATION RECOVERY (2001)
 OK0275
 OK0275'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0275'TO REACH FROM THE INTERSECTION OF CASS AND MAIN ST. IN MECOSTA, MI. GO
 OK0275'WEST ON MAIN (HIGHWAY 20) FOR 2.0 MILES TO CROSS ROAD RIGHT. TURN
 OK0275'RIGHT AND GO NORTH ON 90TH ST. FOR 2.0 MILES TO A CROSS ROAD LEFT.
 OK0275'TURN LEFT AND GO WEST ON 13 MILE ROAD TO STATION ON THE RIGHT AT 9824
 OK0275'13 MILE RD. 51 FT NORTH OF CENTERLINE OF ROAD. 48 FT N.E OF CENTER
 OK0275'LINE OF ABANDONED RAILROAD GRADE. PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0133 ***********************************************************************
 RL0133  DESIGNATION -  E 161
 RL0133  PID         -  RL0133
 RL0133  STATE/COUNTY-  MI/BARAGA
 RL0133  COUNTRY     -  US
 RL0133  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0133
 RL0133                         *CURRENT SURVEY CONTROL
 RL0133  ______________________________________________________________________
 RL0133* NAD 83(1986) POSITION- 46 46 48.     (N) 088 10 47.     (W)   SCALED
 RL0133* NAVD 88 ORTHO HEIGHT -   393.111 (meters)     1289.73  (feet) ADJUSTED
 RL0133  ______________________________________________________________________
 RL0133  GEOID HEIGHT    -        -34.468 (meters)                     GEOID18
 RL0133  DYNAMIC HEIGHT  -        393.127 (meters)     1289.78  (feet) COMP
 RL0133  MODELED GRAVITY -    980,643.9   (mgal)                       NAVD 88
 RL0133
 RL0133  VERT ORDER      -  SECOND    CLASS 0
 RL0133
 RL0133.The horizontal coordinates were scaled from a map and have
 RL0133.an estimated accuracy of +/- 6 seconds.
 RL0133
 RL0133.The orthometric height was determined by differential leveling and
 RL0133.adjusted by the NATIONAL GEODETIC SURVEY
 RL0133.in June 1991.
 RL0133
 RL0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0133.GEOID18 height accuracy estimate available here.
 RL0133
 RL0133.Click photographs - Photos may exist for this station.
 RL0133
 RL0133.The dynamic height is computed by dividing the NAVD 88
 RL0133.geopotential number by the normal gravity value computed on the
 RL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0133.degrees latitude (g = 980.6199 gals.).
 RL0133
 RL0133.The modeled gravity was interpolated from observed gravity values.
 RL0133
 RL0133;                    North         East    Units  Estimated Accuracy
 RL0133;SPC MI N     -   222,590.    7,909,920.      MT  (+/- 180 meters Scaled)
 RL0133
 RL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS099813(NAD 83)
 RL0133
 RL0133                          SUPERSEDED SURVEY CONTROL
 RL0133
 RL0133  NGVD 29 (??/??/92)  393.072  (m)         1289.60   (f) ADJ UNCH    2 0
 RL0133
 RL0133.Superseded values are not recommended for survey control.
 RL0133
 RL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0133.See file dsdata.pdf to determine how the superseded data were derived.
 RL0133
 RL0133_MARKER: DB = BENCH MARK DISK
 RL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0133_STAMPING: E 161 1948
 RL0133_MARK LOGO: CGS
 RL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0133+STABILITY: SURFACE MOTION
 RL0133
 RL0133  HISTORY     - Date     Condition        Report By
 RL0133  HISTORY     - 1948     MONUMENTED       CGS
 RL0133
 RL0133                          STATION DESCRIPTION
 RL0133
 RL0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0133'16 MI E FROM L ANSE.
 RL0133'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0133'SOUTH SHORE AND ATLANTIC RAILWAY STATION, THENCE ABOUT 4.05
 RL0133'MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 RL0133'ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT 2.3 MILES
 RL0133'EAST ALONG A LOGGING TRAIL, THENCE ABOUT 0.2 MILE NORTHEAST
 RL0133'AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER, THENCE ABOUT
 RL0133'1.2 MILES NORTHEAST AND ABOUT 0.35 MILE NORTH ALONG LOGGING
 RL0133'TRAILS, AT THE JUNCTION OF A TRAIL NORTHWEST-SOUTHEAST, 30 FEET
 RL0133'SOUTHWEST OF THE CENTER LINE OF THE TRAIL NORTHWEST, 47 FEET
 RL0133'WEST OF THE CENTER LINE OF THE TRAIL NORTH, 9.5 FEET SOUTHWEST
 RL0133'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 19 FEET
 RL0133'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 10-INCH HEMLOCK TREE,
 RL0133'ABOUT LEVEL WITH THE TRAILS AND SET IN THE TOP OF A CONCRETE
 RL0133'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0936 ***********************************************************************
 NF0936  DESIGNATION -  E 162
 NF0936  PID         -  NF0936
 NF0936  STATE/COUNTY-  MI/ALLEGAN
 NF0936  COUNTRY     -  US
 NF0936  USGS QUAD   -  MILLGROVE (2017)
 NF0936
 NF0936                         *CURRENT SURVEY CONTROL
 NF0936  ______________________________________________________________________
 NF0936* NAD 83(1986) POSITION- 42 33 08.7    (N) 085 58 45.7    (W)   HD_HELD2
 NF0936* NAVD 88 ORTHO HEIGHT -   192.172 (meters)      630.48  (feet) ADJUSTED
 NF0936  ______________________________________________________________________
 NF0936  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 NF0936  DYNAMIC HEIGHT  -        192.120 (meters)      630.31  (feet) COMP
 NF0936  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 NF0936
 NF0936  VERT ORDER      -  SECOND    CLASS 0
 NF0936
 NF0936.The horizontal coordinates were established by autonomous hand held GPS
 NF0936.observations and have an estimated accuracy of +/- 10 meters.
 NF0936
 NF0936.The orthometric height was determined by differential leveling and
 NF0936.adjusted by the NATIONAL GEODETIC SURVEY
 NF0936.in June 1991.
 NF0936
 NF0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0936.GEOID18 height accuracy estimate available here.
 NF0936
 NF0936.Click photographs - Photos may exist for this station.
 NF0936
 NF0936.The dynamic height is computed by dividing the NAVD 88
 NF0936.geopotential number by the normal gravity value computed on the
 NF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0936.degrees latitude (g = 980.6199 gals.).
 NF0936
 NF0936.The modeled gravity was interpolated from observed gravity values.
 NF0936
 NF0936;                    North         East    Units  Estimated Accuracy
 NF0936;SPC MI S     -   118,168.    3,867,567.      MT  (+/- 10 meters HH2 GPS)
 NF0936
 NF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8379211618(NAD 83)
 NF0936
 NF0936                          SUPERSEDED SURVEY CONTROL
 NF0936
 NF0936  NGVD 29 (??/??/92)  192.314  (m)          630.95   (f) ADJ UNCH    2 0
 NF0936
 NF0936.Superseded values are not recommended for survey control.
 NF0936
 NF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0936.See file dsdata.pdf to determine how the superseded data were derived.
 NF0936
 NF0936_MARKER: DB = BENCH MARK DISK
 NF0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0936_SP_SET: ABUTMENT
 NF0936_STAMPING: E 162 1948
 NF0936_MARK LOGO: CGS
 NF0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0936
 NF0936  HISTORY     - Date     Condition        Report By
 NF0936  HISTORY     - 1948     MONUMENTED       CGS
 NF0936  HISTORY     - 1983     GOOD
 NF0936  HISTORY     - 1988     GOOD             USPSQD
 NF0936  HISTORY     - 19950817 GOOD             USPSQD
 NF0936
 NF0936                          STATION DESCRIPTION
 NF0936
 NF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0936'6 MI E FROM PEARL.
 NF0936'5.95 MILES EAST ALONG STATE HIGHWAY 89 FROM THE CROSSING OF THE
 NF0936'CHESAPEAKE AND OHIO RAILWAY AT PEARL, ABOUT 0.85 MILE EAST OF THE
 NF0936'CROSSROADS AND THE ALLEGAN FOREST, MICHIGAN CONSERVATION
 NF0936'DEPARTMENT HEADQUARTERS, SET IN THE TOP OF THE NORTH END OF THE
 NF0936'EAST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER SWAN RIVER, 14 FEET
 NF0936'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF THE
 NF0936'CONCRETE BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
 NF0936
 NF0936                          STATION RECOVERY (1983)
 NF0936
 NF0936'RECOVERED 1983
 NF0936'RECOVERED IN GOOD CONDITION.
 NF0936
 NF0936                          STATION RECOVERY (1988)
 NF0936
 NF0936'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0936'RECOVERED IN GOOD CONDITION.
 NF0936
 NF0936                          STATION RECOVERY (1995)
 NF0936
 NF0936'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0077 ***********************************************************************
 RL0077  DESIGNATION -  E 163
 RL0077  PID         -  RL0077
 RL0077  STATE/COUNTY-  MI/BARAGA
 RL0077  COUNTRY     -  US
 RL0077  USGS QUAD   -  L'ANSE (2017)
 RL0077
 RL0077                         *CURRENT SURVEY CONTROL
 RL0077  ______________________________________________________________________
 RL0077* NAD 83(1986) POSITION- 46 49 41.     (N) 088 23 32.     (W)   SCALED
 RL0077* NAVD 88 ORTHO HEIGHT -   190.342 (meters)      624.48  (feet) ADJUSTED
 RL0077  ______________________________________________________________________
 RL0077  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 RL0077  DYNAMIC HEIGHT  -        190.352 (meters)      624.51  (feet) COMP
 RL0077  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 RL0077
 RL0077  VERT ORDER      -  SECOND    CLASS 0
 RL0077
 RL0077.The horizontal coordinates were scaled from a map and have
 RL0077.an estimated accuracy of +/- 6 seconds.
 RL0077
 RL0077.The orthometric height was determined by differential leveling and
 RL0077.adjusted by the NATIONAL GEODETIC SURVEY
 RL0077.in June 1991.
 RL0077
 RL0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0077.GEOID18 height accuracy estimate available here.
 RL0077
 RL0077.Click photographs - Photos may exist for this station.
 RL0077
 RL0077.The dynamic height is computed by dividing the NAVD 88
 RL0077.geopotential number by the normal gravity value computed on the
 RL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0077.degrees latitude (g = 980.6199 gals.).
 RL0077
 RL0077.The modeled gravity was interpolated from observed gravity values.
 RL0077
 RL0077;                    North         East    Units  Estimated Accuracy
 RL0077;SPC MI N     -   228,200.    7,893,790.      MT  (+/- 180 meters Scaled)
 RL0077
 RL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS938869(NAD 83)
 RL0077
 RL0077                          SUPERSEDED SURVEY CONTROL
 RL0077
 RL0077  NGVD 29 (??/??/92)  190.312  (m)          624.38   (f) ADJ UNCH    2 0
 RL0077
 RL0077.Superseded values are not recommended for survey control.
 RL0077
 RL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0077.See file dsdata.pdf to determine how the superseded data were derived.
 RL0077
 RL0077_MARKER: DB = BENCH MARK DISK
 RL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0077_STAMPING: E 163 1948
 RL0077_MARK LOGO: CGS
 RL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0077+STABILITY: SURFACE MOTION
 RL0077
 RL0077  HISTORY     - Date     Condition        Report By
 RL0077  HISTORY     - 1948     MONUMENTED       CGS
 RL0077  HISTORY     - 20050705 MARK NOT FOUND   GEOCAC
 RL0077
 RL0077                          STATION DESCRIPTION
 RL0077
 RL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0077'5.9 MI N FROM L ANSE.
 RL0077'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0077'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0077'NORTH ALONG A GRAVEL ROAD, TEHNCE ABOUT 2.45 MILES NORTHEAST
 RL0077'ALONG THE PEQUAMING ROAD, ABOUT 0.4 MILE NORTHEAST OF THE
 RL0077'JUNCTION OF PIKES PEAK ROAD EAST, AT THE SOUTHWEST END OF A
 RL0077'20-FOOT CUT AND AT A DIM TRAIL EAST BETWEEN TWO 20-FOOT CUTS,
 RL0077'65 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 48 FEET
 RL0077'EAST-NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT
 RL0077'UNDER ROAD, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 RL0077'21 FEET WEST OF A TRIANGULAR BLAZED 8-INCH SPRUCE TREE, 3 FEET
 RL0077'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0077'3 INCHES.
 RL0077
 RL0077                          STATION RECOVERY (2005)
 RL0077
 RL0077'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0077'THE DIM TRAIL EAST HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0131 ***********************************************************************
 RK0131  DESIGNATION -  E 165
 RK0131  PID         -  RK0131
 RK0131  STATE/COUNTY-  MI/MARQUETTE
 RK0131  COUNTRY     -  US
 RK0131  USGS QUAD   -  MARQUETTE (2017)
 RK0131
 RK0131                         *CURRENT SURVEY CONTROL
 RK0131  ______________________________________________________________________
 RK0131* NAD 83(1986) POSITION- 46 34 48.21   (N) 087 25 36.86   (W)   HD_HELD1
 RK0131* NAVD 88 ORTHO HEIGHT -   207.670 (meters)      681.33  (feet) ADJUSTED
 RK0131  ______________________________________________________________________
 RK0131  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 RK0131  DYNAMIC HEIGHT  -        207.690 (meters)      681.40  (feet) COMP
 RK0131  MODELED GRAVITY -    980,702.0   (mgal)                       NAVD 88
 RK0131
 RK0131  VERT ORDER      -  SECOND    CLASS 0
 RK0131
 RK0131.The horizontal coordinates were determined by differentially corrected
 RK0131.hand held GPS observations or other comparable positioning techniques
 RK0131.and have an estimated accuracy of +/- 3 meters.
 RK0131
 RK0131.The orthometric height was determined by differential leveling and
 RK0131.adjusted by the NATIONAL GEODETIC SURVEY
 RK0131.in June 1991.
 RK0131
 RK0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0131.GEOID18 height accuracy estimate available here.
 RK0131
 RK0131.Click photographs - Photos may exist for this station.
 RK0131
 RK0131.The dynamic height is computed by dividing the NAVD 88
 RK0131.geopotential number by the normal gravity value computed on the
 RK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0131.degrees latitude (g = 980.6199 gals.).
 RK0131
 RK0131.The modeled gravity was interpolated from observed gravity values.
 RK0131
 RK0131;                    North         East    Units  Estimated Accuracy
 RK0131;SPC MI N     -   199,784.9   7,967,280.7     MT  (+/- 3 meters HH1 GPS) 
 RK0131
 RK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6729058587(NAD 83)
 RK0131
 RK0131                          SUPERSEDED SURVEY CONTROL
 RK0131
 RK0131  NGVD 29 (??/??/92)  207.633  (m)          681.21   (f) ADJ UNCH    2 0
 RK0131
 RK0131.Superseded values are not recommended for survey control.
 RK0131
 RK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0131.See file dsdata.pdf to determine how the superseded data were derived.
 RK0131
 RK0131_MARKER: DB = BENCH MARK DISK
 RK0131_SETTING: 66 = SET IN ROCK OUTCROP
 RK0131_STAMPING: E 165 1948
 RK0131_MARK LOGO: CGS
 RK0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0131+STABILITY: POSITION/ELEVATION WELL
 RK0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0131+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 RK0131
 RK0131  HISTORY     - Date     Condition        Report By
 RK0131  HISTORY     - 1948     MONUMENTED       CGS
 RK0131  HISTORY     - 20070428 GOOD             GEOCAC
 RK0131  HISTORY     - 20090604 GOOD             MIDT
 RK0131
 RK0131                          STATION DESCRIPTION
 RK0131
 RK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0131'2.8 MI NW FROM MARQUETTE.
 RK0131'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0131'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 2.25 MILES
 RK0131'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.5 MILE NORTHWEST OF
 RK0131'THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RAILWAY, SET IN
 RK0131'THE TOP OF THE NORTHWEST END OF A LARGE PROMINENT OUTCROPPING
 RK0131'OF ROCK, 116 FEET NORTH AND ACROSS THE ROAD FROM A TRANSFORMERS
 RK0131'POWER POLE, 83 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 RK0131'CORNER OF A HOUSE, 33 FEET EAST-NORTHEAST OF THE CENTER LINE
 RK0131'OF THE ROAD, 50 FEET SOUTHEAST OF A TRIANGULAR BLAZED 7-INCH
 RK0131'PINE TREE, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK
 RK0131'AND ABOUT 5 FEET ABOVE THE ROAD.
 RK0131
 RK0131                          STATION RECOVERY (2007)
 RK0131
 RK0131'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0131'RECOVERED IN GOOD CONDITION.
 RK0131
 RK0131                          STATION RECOVERY (2009)
 RK0131
 RK0131'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0131'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0453 ***********************************************************************
 NF0453  DESIGNATION -  E 166
 NF0453  PID         -  NF0453
 NF0453  STATE/COUNTY-  MI/IONIA
 NF0453  COUNTRY     -  US
 NF0453  USGS QUAD   -  LAKE ODESSA (2017)
 NF0453
 NF0453                         *CURRENT SURVEY CONTROL
 NF0453  ______________________________________________________________________
 NF0453* NAD 83(1986) POSITION- 42 46 12.     (N) 085 13 57.     (W)   SCALED
 NF0453* NAVD 88 ORTHO HEIGHT -   254.331 (meters)      834.42  (feet) ADJUSTED
 NF0453  ______________________________________________________________________
 NF0453  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 NF0453  DYNAMIC HEIGHT  -        254.256 (meters)      834.17  (feet) COMP
 NF0453  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 NF0453
 NF0453  VERT ORDER      -  SECOND    CLASS 0
 NF0453
 NF0453.The horizontal coordinates were scaled from a map and have
 NF0453.an estimated accuracy of +/- 6 seconds.
 NF0453
 NF0453.The orthometric height was determined by differential leveling and
 NF0453.adjusted by the NATIONAL GEODETIC SURVEY
 NF0453.in June 1991.
 NF0453
 NF0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0453.GEOID18 height accuracy estimate available here.
 NF0453
 NF0453.Click photographs - Photos may exist for this station.
 NF0453
 NF0453.The dynamic height is computed by dividing the NAVD 88
 NF0453.geopotential number by the normal gravity value computed on the
 NF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0453.degrees latitude (g = 980.6199 gals.).
 NF0453
 NF0453.The modeled gravity was interpolated from observed gravity values.
 NF0453
 NF0453;                    North         East    Units  Estimated Accuracy
 NF0453;SPC MI S     -   141,430.    3,929,140.      MT  (+/- 180 meters Scaled)
 NF0453
 NF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN446367(NAD 83)
 NF0453
 NF0453                          SUPERSEDED SURVEY CONTROL
 NF0453
 NF0453  NGVD 29 (??/??/92)  254.452  (m)          834.81   (f) ADJ UNCH    2 0
 NF0453
 NF0453.Superseded values are not recommended for survey control.
 NF0453
 NF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0453.See file dsdata.pdf to determine how the superseded data were derived.
 NF0453
 NF0453_MARKER: DB = BENCH MARK DISK
 NF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0453_STAMPING: E 166 1948
 NF0453_MARK LOGO: CGS
 NF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0453+STABILITY: SURFACE MOTION
 NF0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0453+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 NF0453
 NF0453  HISTORY     - Date     Condition        Report By
 NF0453  HISTORY     - 1948     MONUMENTED       CGS
 NF0453  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0453  HISTORY     - 20070623 GOOD             GEOCAC
 NF0453
 NF0453                          STATION DESCRIPTION
 NF0453
 NF0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0453'4.8 MI E FROM FREEPORT.
 NF0453'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0453'THENCE ABOUT 4.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0453'COUNTY LINE ROAD, AT A CROSS ROAD, 188 FEET WEST-NORTHWEST OF THE
 NF0453'CENTER OF THE INTERSECTION, 53 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0453'CORNER OF CHURCH BUILDING NO. 14935, ABOUT 0.1 MILE EAST OF A
 NF0453'CEMETERY NORTH OF ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE
 NF0453'ROAD, 14 FEET EAST-NORTHEAST OF A FENCE CORNER, 9 FEET EAST-NORTHEAST
 NF0453'OF A 10-INCH ELM TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0453'POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0453'POST PROJECTING 1 INCH.  MARK MAY BE REACHED FROM CLARKSVILLE, IONIA
 NF0453'COUNTY BY GOING ABOUT 1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE
 NF0453'AND OHIO RAILROAD FROM THE STATION, THENCE ABOUT 2.6 MILES SOUTH
 NF0453'ALONG ELM ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIM ROAD,
 NF0453'THENCE ABOUT 1.0 MILE WEST ALONG THE IONIA-BARRY COUNTY LINE ROAD.
 NF0453
 NF0453                          STATION RECOVERY (1985)
 NF0453
 NF0453'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0453'MARK NOT FOUND.
 NF0453
 NF0453                          STATION RECOVERY (2007)
 NF0453
 NF0453'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0453'WITNESS POST, ELM TREE, FENCE CORNER GONE BUT MARK INTACT, BURIED 2
 NF0453'INCHES DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0399 ***********************************************************************
 NF0399  DESIGNATION -  E 167
 NF0399  PID         -  NF0399
 NF0399  STATE/COUNTY-  MI/KENT
 NF0399  COUNTRY     -  US
 NF0399  USGS QUAD   -  ALTO (2017)
 NF0399
 NF0399                         *CURRENT SURVEY CONTROL
 NF0399  ______________________________________________________________________
 NF0399* NAD 83(1986) POSITION- 42 49 37.     (N) 085 27 30.     (W)   SCALED
 NF0399* NAVD 88 ORTHO HEIGHT -   243.534 (meters)      798.99  (feet) ADJUSTED
 NF0399  ______________________________________________________________________
 NF0399  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 NF0399  DYNAMIC HEIGHT  -        243.467 (meters)      798.77  (feet) COMP
 NF0399  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 NF0399
 NF0399  VERT ORDER      -  SECOND    CLASS 0
 NF0399
 NF0399.The horizontal coordinates were scaled from a map and have
 NF0399.an estimated accuracy of +/- 6 seconds.
 NF0399
 NF0399.The orthometric height was determined by differential leveling and
 NF0399.adjusted by the NATIONAL GEODETIC SURVEY
 NF0399.in June 1991.
 NF0399
 NF0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0399.GEOID18 height accuracy estimate available here.
 NF0399
 NF0399.Click photographs - Photos may exist for this station.
 NF0399
 NF0399.The dynamic height is computed by dividing the NAVD 88
 NF0399.geopotential number by the normal gravity value computed on the
 NF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0399.degrees latitude (g = 980.6199 gals.).
 NF0399
 NF0399.The modeled gravity was interpolated from observed gravity values.
 NF0399
 NF0399;                    North         East    Units  Estimated Accuracy
 NF0399;SPC MI S     -   147,970.    3,910,750.      MT  (+/- 180 meters Scaled)
 NF0399
 NF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260427(NAD 83)
 NF0399
 NF0399                          SUPERSEDED SURVEY CONTROL
 NF0399
 NF0399  NGVD 29 (??/??/92)  243.66   (m)          799.4    (f) COMPUTED    2 0
 NF0399
 NF0399.Superseded values are not recommended for survey control.
 NF0399
 NF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0399.See file dsdata.pdf to determine how the superseded data were derived.
 NF0399
 NF0399_MARKER: DB = BENCH MARK DISK
 NF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0399_STAMPING: E 167 1948
 NF0399_MARK LOGO: CGS
 NF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0399+STABILITY: SURFACE MOTION
 NF0399
 NF0399  HISTORY     - Date     Condition        Report By
 NF0399  HISTORY     - 1948     MONUMENTED       CGS
 NF0399  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0399  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0399
 NF0399                          STATION DESCRIPTION
 NF0399
 NF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0399'3.9 MI SW FROM MC CORDS.
 NF0399'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0399'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 3.1 MILES
 NF0399'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE JUNCTION OF 76TH
 NF0399'STREET SE LEADING EAST, 51 FEET NORTHEAST OF THE CENTER OF THE
 NF0399'JUNCTION, 42 FEET EAST OF THE CENTER LINE OF WHITNEYVILLE AVENUE,
 NF0399'11 1/2 FEET SOUTHEAST OF A FENCE CORNER, 9 FEET WEST-NORTHWEST
 NF0399'OF A 20-INCH HICKORY TREE, 9 FEET EAST OF A STREET SIGN POST,
 NF0399'1 FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 NF0399'WOODEN WITNESS POST, 4 FEET ABOVE THE JUNCTION AND SET IN THE
 NF0399'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0399
 NF0399                          STATION RECOVERY (1989)
 NF0399
 NF0399'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0399'MARK NOT FOUND.
 NF0399
 NF0399                          STATION RECOVERY (2001)
 NF0399
 NF0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0400 ***********************************************************************
 NF0400  DESIGNATION -  E 167 RESET
 NF0400  PID         -  NF0400
 NF0400  STATE/COUNTY-  MI/KENT
 NF0400  COUNTRY     -  US
 NF0400  USGS QUAD   -  ALTO (2017)
 NF0400
 NF0400                         *CURRENT SURVEY CONTROL
 NF0400  ______________________________________________________________________
 NF0400* NAD 83(1986) POSITION- 42 49 37.     (N) 085 27 30.     (W)   SCALED
 NF0400* NAVD 88 ORTHO HEIGHT -   242.31  (+/-2cm)      795.0   (feet) VERTCON3
 NF0400  ______________________________________________________________________
 NF0400  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 NF0400  VERT ORDER      -  THIRD (See Below)
 NF0400
 NF0400.The horizontal coordinates were scaled from a map and have
 NF0400.an estimated accuracy of +/- 6 seconds.
 NF0400
 NF0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0400
 NF0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0400.GEOID18 height accuracy estimate available here.
 NF0400
 NF0400.The vertical order pertains to the NGVD 29 superseded value.
 NF0400
 NF0400.Click photographs - Photos may exist for this station.
 NF0400
 NF0400;                    North         East    Units  Estimated Accuracy
 NF0400;SPC MI S     -   147,970.    3,910,750.      MT  (+/- 180 meters Scaled)
 NF0400
 NF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260427(NAD 83)
 NF0400
 NF0400                          SUPERSEDED SURVEY CONTROL
 NF0400
 NF0400  NGVD 29 (??/??/??)  242.44   (m)          795.4    (f) RESET       3  
 NF0400
 NF0400.Superseded values are not recommended for survey control.
 NF0400
 NF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0400.See file dsdata.pdf to determine how the superseded data were derived.
 NF0400
 NF0400_MARKER: DB = BENCH MARK DISK
 NF0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0400_STAMPING: E 167 RESET 1963
 NF0400_MARK LOGO: CGS
 NF0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0400+STABILITY: SURFACE MOTION
 NF0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0400+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 NF0400
 NF0400  HISTORY     - Date     Condition        Report By
 NF0400  HISTORY     - 1963     MONUMENTED       MI-081
 NF0400  HISTORY     - 1985     GOOD             USPSQD
 NF0400  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0400  HISTORY     - 20030918 GOOD             INDIV
 NF0400  HISTORY     - 20061124 GOOD             GEOCAC
 NF0400
 NF0400                          STATION DESCRIPTION
 NF0400
 NF0400'DESCRIBED BY KENT COUNTY MICHIGAN 1963
 NF0400'3.9 MI SSW FROM MC CORDS.
 NF0400'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 NF0400'CROSSING OF MC CORDS AVE. AT MC CORDS, THENCE ABOUT 3.1 MILES
 NF0400'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE JUNCTION OF 76TH STREET,
 NF0400'60 FEET NORTHEAST OF THE CENTER OF JUNCTION, 40.5 FEET EAST
 NF0400'OF THE CENTERLINE OF WHITNEYVILLE AVENUE, 45 FEET NORTH OF THE
 NF0400'CENTERLINE OF 76TH STREET, 72.5 FEET SOUTH OF A CONCRETE
 NF0400'RIGHT-OF-WAY MARKER, 1 FOOT BELOW THE JUNCTION AND SET IN THE
 NF0400'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NF0400
 NF0400                          STATION RECOVERY (1985)
 NF0400
 NF0400'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0400'RECOVERED IN GOOD CONDITION.
 NF0400
 NF0400                          STATION RECOVERY (1999)
 NF0400
 NF0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0400'MARK NOT FOUND.
 NF0400
 NF0400                          STATION RECOVERY (2003)
 NF0400
 NF0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0400'WITNESSES TO MARK - S 1/4 COR. SEC. 11, T5N, R11W SW 54.41' (16.68 M)
 NF0400'POWER POLE WSW 81.3' (24.8 M)  STOP SIGN SSE 27.5' (8.4 M)
 NF0400'RIGHT-OF-WAY MONUMENT ESE 77.7' (23.7 M)  RIGHT-OF-WAY MONUMENT NNW
 NF0400'72.0' (21.9 M)
 NF0400
 NF0400                          STATION RECOVERY (2006)
 NF0400
 NF0400'RECOVERY NOTE BY GEOCACHING 2006 (JTB)
 NF0400'ORANGE WITNESS POST AT BENCHMARK. MARK IS 8-10 INCHES BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0451 ***********************************************************************
 NF0451  DESIGNATION -  E 169
 NF0451  PID         -  NF0451
 NF0451  STATE/COUNTY-  MI/BARRY
 NF0451  COUNTRY     -  US
 NF0451  USGS QUAD   -  HASTINGS (2017)
 NF0451
 NF0451                         *CURRENT SURVEY CONTROL
 NF0451  ______________________________________________________________________
 NF0451* NAD 83(1986) POSITION- 42 40 03.     (N) 085 20 57.     (W)   SCALED
 NF0451* NAVD 88 ORTHO HEIGHT -   242.047 (meters)      794.12  (feet) ADJUSTED
 NF0451  ______________________________________________________________________
 NF0451  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 NF0451  DYNAMIC HEIGHT  -        241.975 (meters)      793.88  (feet) COMP
 NF0451  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 NF0451
 NF0451  VERT ORDER      -  SECOND    CLASS I
 NF0451
 NF0451.This mark is at Hastings Airport (9D9)
 NF0451
 NF0451.The horizontal coordinates were scaled from a map and have
 NF0451.an estimated accuracy of +/- 6 seconds.
 NF0451
 NF0451.The orthometric height was determined by differential leveling and
 NF0451.adjusted by the NATIONAL GEODETIC SURVEY
 NF0451.in August 2013.
 NF0451
 NF0451.No vertical observational check was made to the station.
 NF0451
 NF0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0451.GEOID18 height accuracy estimate available here.
 NF0451
 NF0451.Click photographs - Photos may exist for this station.
 NF0451
 NF0451.The dynamic height is computed by dividing the NAVD 88
 NF0451.geopotential number by the normal gravity value computed on the
 NF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0451.degrees latitude (g = 980.6199 gals.).
 NF0451
 NF0451.The modeled gravity was interpolated from observed gravity values.
 NF0451
 NF0451;                    North         East    Units  Estimated Accuracy
 NF0451;SPC MI S     -   130,150.    3,919,460.      MT  (+/- 180 meters Scaled)
 NF0451
 NF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN352252(NAD 83)
 NF0451
 NF0451                          SUPERSEDED SURVEY CONTROL
 NF0451
 NF0451  NAVD 88 (06/15/91)  242.052  (m)          794.13   (f) SUPERSEDED  2 0
 NF0451  NGVD 29 (??/??/92)  242.175  (m)          794.54   (f) ADJ UNCH    2 0
 NF0451
 NF0451.Superseded values are not recommended for survey control.
 NF0451
 NF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0451.See file dsdata.pdf to determine how the superseded data were derived.
 NF0451
 NF0451_MARKER: DB = BENCH MARK DISK
 NF0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0451_SP_SET: BUILDING FOUNDATION
 NF0451_STAMPING: E 169 1948
 NF0451_MARK LOGO: CGS
 NF0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0451+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NF0451
 NF0451  HISTORY     - Date     Condition        Report By
 NF0451  HISTORY     - 1948     MONUMENTED       CGS
 NF0451  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0451  HISTORY     - 1987     GOOD             USPSQD
 NF0451  HISTORY     - 19951118 GOOD             MI-015
 NF0451  HISTORY     - 19970304 GOOD             USPSQD
 NF0451  HISTORY     - 20050409 GOOD             USPSQD
 NF0451  HISTORY     - 20050515 GOOD             NGS
 NF0451
 NF0451                          STATION DESCRIPTION
 NF0451
 NF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0451'4.8 MI NW FROM HASTINGS.
 NF0451'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0451'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 37,
 NF0451'THENCE ABOUT 0.7 MILE NORTH AND ABOUT 0.25 MILE EAST ALONG GRAVEL
 NF0451'ROADS, AT THE HASTINGS AIRPORT, SET VERTICALLY IN THE NORTH FACE
 NF0451'AT THE NORTHEAST CORNER OF THE FOUNDATION OF FURNACE ROOM ON
 NF0451'NORTH SIDE OF THE EAST ONE OF TWO HANGARS, 0.5 FOOT WEST OF THE
 NF0451'NORTHEAST CORNER AND 4 INCHES ABOVE GROUND.
 NF0451
 NF0451                          STATION RECOVERY (1979)
 NF0451
 NF0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0451'MARK NOT FOUND.
 NF0451
 NF0451                          STATION RECOVERY (1987)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0451'RECOVERED IN GOOD CONDITION.
 NF0451
 NF0451                          STATION RECOVERY (1995)
 NF0451
 NF0451'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0451'0.2 MI (0.3 KM) SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0451'HASTINGS, THENCE 3.65 MI (5.87 KM) NORTHWEST ALONG STATE HIGHWAY 37,
 NF0451'THENCE ABOUT 0.7 MI (1.1 KM) NORTH AND ABOUT 0.25 MILE (0.40 KM) EAST
 NF0451'ALONG GRAVEL ROADS, AT HASTINGS AIRPORT, SET VERTICALLY IN THE NORTH
 NF0451'FACE AT THE NORTHEAST CORNER OF THF FOUNDATION OF FURNACE ROOM ON
 NF0451'NORTH SIDE OF THE EAST ON OF TWO HANGARS, 0.5 FT (15.2 CM) WEST OF THE
 NF0451'NORTHEAST CORNER AND 4 IN ABOVE GROUND. RECOVERY 1995 (BARRY COUNTY
 NF0451'REMONUMENTATION) DISK IS NOW 2 IN.  BELOW GROUND, CORNER OF BUILDING
 NF0451'IS SOUTH-SOUTHWEST 278 FT (84.7 M) FROM THE NORTHEAST CORNER OF
 NF0451'SECTION 10, T-3-N, R-9-W, RUTLAND TOWNSHIP, 14.8 FT (4.5 M) FROM
 NF0451'SOUTHEAST CORNER OF METAL BUILDING. NEW DESCRIPTION.  TO REACH STATION
 NF0451'FROM THE COURTHOUSE IN HASTINGS, GO NORTH FOR 0.35 MI (0.56 KM) TO
 NF0451'STATE ROAD LEFT, TURN LEFT ON STATE ROAD AND GO WEST-NORTHWEST FOR
 NF0451'2.75 MI (4.43 KM) TO ARIPORT ROAD LEFT, TURN LEFT ON AIRPORT ROAD AND
 NF0451'GO WEST 0.45 MI (0.72 KM) TO STATION ON THE LEFT.
 NF0451
 NF0451                          STATION RECOVERY (1997)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0451'RECOVERED IN GOOD CONDITION.
 NF0451
 NF0451                          STATION RECOVERY (2005)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0451'FOUND ABOUT 4 IN BELOW GROUND.  WITNESS POST ADDED IMMEDIATELY TO WEST
 NF0451'OF MARK ON SIDE OF BUILDING.
 NF0451
 NF0451                          STATION RECOVERY (2005)
 NF0451
 NF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF0451'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0334 ***********************************************************************
 OK0334  DESIGNATION -  E 17
 OK0334  PID         -  OK0334
 OK0334  STATE/COUNTY-  MI/MONTCALM
 OK0334  COUNTRY     -  US
 OK0334  USGS QUAD   -  SHERIDAN (2017)
 OK0334
 OK0334                         *CURRENT SURVEY CONTROL
 OK0334  ______________________________________________________________________
 OK0334* NAD 83(1986) POSITION- 43 08 57.     (N) 085 04 44.     (W)   SCALED
 OK0334* NAVD 88 ORTHO HEIGHT -   253.638 (meters)      832.14  (feet) ADJUSTED
 OK0334  ______________________________________________________________________
 OK0334  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 OK0334  DYNAMIC HEIGHT  -        253.583 (meters)      831.96  (feet) COMP
 OK0334  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 OK0334
 OK0334  VERT ORDER      -  FIRST     CLASS II
 OK0334
 OK0334.The horizontal coordinates were scaled from a map and have
 OK0334.an estimated accuracy of +/- 6 seconds.
 OK0334
 OK0334.The orthometric height was determined by differential leveling and
 OK0334.adjusted by the NATIONAL GEODETIC SURVEY
 OK0334.in June 1991.
 OK0334
 OK0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0334.GEOID18 height accuracy estimate available here.
 OK0334
 OK0334.Click photographs - Photos may exist for this station.
 OK0334
 OK0334.The dynamic height is computed by dividing the NAVD 88
 OK0334.geopotential number by the normal gravity value computed on the
 OK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0334.degrees latitude (g = 980.6199 gals.).
 OK0334
 OK0334.The modeled gravity was interpolated from observed gravity values.
 OK0334
 OK0334;                    North         East    Units  Estimated Accuracy
 OK0334;SPC MI S     -   183,430.    3,942,070.      MT  (+/- 180 meters Scaled)
 OK0334
 OK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN562791(NAD 83)
 OK0334
 OK0334                          SUPERSEDED SURVEY CONTROL
 OK0334
 OK0334  NGVD 29 (??/??/92)  253.772  (m)          832.58   (f) ADJ UNCH    1 2
 OK0334
 OK0334.Superseded values are not recommended for survey control.
 OK0334
 OK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0334.See file dsdata.pdf to determine how the superseded data were derived.
 OK0334
 OK0334_MARKER: DB = BENCH MARK DISK
 OK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0334_STAMPING: ELEV 832.584 FT E 17 1916
 OK0334_MARK LOGO: CGS
 OK0334_PROJECTION: FLUSH
 OK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0334+STABILITY: SURFACE MOTION
 OK0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0334+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 OK0334
 OK0334  HISTORY     - Date     Condition        Report By
 OK0334  HISTORY     - 1916     MONUMENTED       CGS
 OK0334  HISTORY     - 1934     GOOD             CGS
 OK0334  HISTORY     - 1969     GOOD             USGS
 OK0334  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0334  HISTORY     - 19940622 GOOD             USPSQD
 OK0334  HISTORY     - 20011205 GOOD             NGS
 OK0334  HISTORY     - 20070921 GOOD             GEOCAC
 OK0334
 OK0334                          STATION DESCRIPTION
 OK0334
 OK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0334'AT FENWICK.
 OK0334'AT FENWICK, ON THE ABANDONED LINE OF THE PERE MARQUETTE RAILWAY,
 OK0334'48 YARDS SOUTH OF THE CENTERLINE OF A CONCRETE COUNTY ROAD
 OK0334'THROUGH FENWICK, 44 FEET EAST OF THE FORMER LOCATION OF THE
 OK0334'TRACK, AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OK0334'ELEV. 832.584 FT. E 17 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0334'PROJECTING 5 INCHES ABOVE GROUND.
 OK0334
 OK0334                          STATION RECOVERY (1969)
 OK0334
 OK0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0334'RECOVERED IN GOOD CONDITION.
 OK0334
 OK0334                          STATION RECOVERY (1992)
 OK0334
 OK0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0334'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 OK0334'ASSUMED DESTROYED.
 OK0334
 OK0334                          STATION RECOVERY (1994)
 OK0334
 OK0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0334'RECOVERED IN GOOD CONDITION.
 OK0334
 OK0334                          STATION RECOVERY (2001)
 OK0334
 OK0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0334
 OK0334                          STATION RECOVERY (2007)
 OK0334
 OK0334'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0593 ***********************************************************************
 NF0593  DESIGNATION -  E 170
 NF0593  PID         -  NF0593
 NF0593  STATE/COUNTY-  MI/ALLEGAN
 NF0593  COUNTRY     -  US
 NF0593  USGS QUAD   -  OTSEGO (2017)
 NF0593
 NF0593                         *CURRENT SURVEY CONTROL
 NF0593  ______________________________________________________________________
 NF0593* NAD 83(1986) POSITION- 42 26 59.25   (N) 085 38 31.62   (W)   HD_HELD1
 NF0593* NAVD 88 ORTHO HEIGHT -   224.583 (meters)      736.82  (feet) ADJUSTED
 NF0593  ______________________________________________________________________
 NF0593  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 NF0593  DYNAMIC HEIGHT  -        224.517 (meters)      736.60  (feet) COMP
 NF0593  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 NF0593
 NF0593  VERT ORDER      -  FIRST     CLASS II
 NF0593
 NF0593.The horizontal coordinates were determined by differentially corrected
 NF0593.hand held GPS observations or other comparable positioning techniques
 NF0593.and have an estimated accuracy of +/- 3 meters.
 NF0593
 NF0593.The orthometric height was determined by differential leveling and
 NF0593.adjusted by the NATIONAL GEODETIC SURVEY
 NF0593.in October 2009.
 NF0593
 NF0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0593.GEOID18 height accuracy estimate available here.
 NF0593
 NF0593.Click photographs - Photos may exist for this station.
 NF0593
 NF0593.The dynamic height is computed by dividing the NAVD 88
 NF0593.geopotential number by the normal gravity value computed on the
 NF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0593.degrees latitude (g = 980.6199 gals.).
 NF0593
 NF0593.The modeled gravity was interpolated from observed gravity values.
 NF0593
 NF0593;                    North         East    Units  Estimated Accuracy
 NF0593;SPC MI S     -   106,295.3   3,895,086.2     MT  (+/- 3 meters HH1 GPS) 
 NF0593
 NF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1166200611(NAD 83)
 NF0593
 NF0593                          SUPERSEDED SURVEY CONTROL
 NF0593
 NF0593  NAVD 88 (06/15/91)  224.590  (m)          736.84   (f) SUPERSEDED  2 0
 NF0593  NGVD 29 (??/??/92)  224.722  (m)          737.28   (f) ADJ UNCH    2 0
 NF0593
 NF0593.Superseded values are not recommended for survey control.
 NF0593
 NF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0593.See file dsdata.pdf to determine how the superseded data were derived.
 NF0593
 NF0593_MARKER: DB = BENCH MARK DISK
 NF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0593_STAMPING: E 170 1948
 NF0593_MARK LOGO: CGS
 NF0593_PROJECTION: PROJECTING 13 CENTIMETERS
 NF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0593+STABILITY: SURFACE MOTION
 NF0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0593+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 NF0593
 NF0593  HISTORY     - Date     Condition        Report By
 NF0593  HISTORY     - 1948     MONUMENTED       CGS
 NF0593  HISTORY     - 1977     GOOD             MIDH
 NF0593  HISTORY     - 1984     GOOD             NGS
 NF0593  HISTORY     - 1989     GOOD             USPSQD
 NF0593  HISTORY     - 20051015 GOOD             USPSQD
 NF0593  HISTORY     - 20080505 GOOD             COLEM
 NF0593
 NF0593                          STATION DESCRIPTION
 NF0593
 NF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0593'0.5 MI N FROM PLAINWELL.
 NF0593'0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0593'STATE HIGHWAY 89 AT PLAINWELL, AT THE CROSSING OF THE NEW YORK
 NF0593'CENTRAL RAILROAD, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NF0593'21 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET
 NF0593'SOUTHEAST OF A TELEPHONE POLE, 64 FEET NORTHWEST OF THE CROSSING
 NF0593'WARNING SIGN, 32 FEET WEST-SOUTHWEST OF A 20-INCH MAPLE TREE,
 NF0593'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0593'WITH THE TRACK AND HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0593'POST PROJECTING 5 INCHES.
 NF0593
 NF0593                          STATION RECOVERY (1977)
 NF0593
 NF0593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (1984)
 NF0593
 NF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (1989)
 NF0593
 NF0593'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (2005)
 NF0593
 NF0593'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0593'CARSONITE WITNESS POST INSTALLED ON S EDGE.
 NF0593
 NF0593                          STATION RECOVERY (2008)
 NF0593
 NF0593'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0593'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0630 ***********************************************************************
 NF0630  DESIGNATION -  E 171
 NF0630  PID         -  NF0630
 NF0630  STATE/COUNTY-  MI/VAN BUREN
 NF0630  COUNTRY     -  US
 NF0630  USGS QUAD   -  MERSON (2017)
 NF0630
 NF0630                         *CURRENT SURVEY CONTROL
 NF0630  ______________________________________________________________________
 NF0630* NAD 83(1986) POSITION- 42 22 59.     (N) 085 49 44.     (W)   SCALED
 NF0630* NAVD 88 ORTHO HEIGHT -   243.650 (meters)      799.38  (feet) ADJUSTED
 NF0630  ______________________________________________________________________
 NF0630  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 NF0630  DYNAMIC HEIGHT  -        243.582 (meters)      799.15  (feet) COMP
 NF0630  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 NF0630
 NF0630  VERT ORDER      -  FIRST     CLASS II
 NF0630
 NF0630.The horizontal coordinates were scaled from a map and have
 NF0630.an estimated accuracy of +/- 6 seconds.
 NF0630
 NF0630.The orthometric height was determined by differential leveling and
 NF0630.adjusted by the NATIONAL GEODETIC SURVEY
 NF0630.in June 1991.
 NF0630
 NF0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0630.GEOID18 height accuracy estimate available here.
 NF0630
 NF0630.Click photographs - Photos may exist for this station.
 NF0630
 NF0630.The dynamic height is computed by dividing the NAVD 88
 NF0630.geopotential number by the normal gravity value computed on the
 NF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0630.degrees latitude (g = 980.6199 gals.).
 NF0630
 NF0630.The modeled gravity was interpolated from observed gravity values.
 NF0630
 NF0630;                    North         East    Units  Estimated Accuracy
 NF0630;SPC MI S     -    99,130.    3,879,600.      MT  (+/- 180 meters Scaled)
 NF0630
 NF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964929(NAD 83)
 NF0630
 NF0630                          SUPERSEDED SURVEY CONTROL
 NF0630
 NF0630  NGVD 29 (01/19/93)  243.789  (m)          799.83   (f) ADJUSTED    1 2
 NF0630  NGVD 29 (??/??/92)  243.789  (m)          799.83   (f) SUPERSEDED  1 2
 NF0630
 NF0630.Superseded values are not recommended for survey control.
 NF0630
 NF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0630.See file dsdata.pdf to determine how the superseded data were derived.
 NF0630
 NF0630_MARKER: DB = BENCH MARK DISK
 NF0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0630_STAMPING: E 171 1948
 NF0630_MARK LOGO: CGS
 NF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0630+STABILITY: SURFACE MOTION
 NF0630
 NF0630  HISTORY     - Date     Condition        Report By
 NF0630  HISTORY     - 1948     MONUMENTED       CGS
 NF0630  HISTORY     - 1977     GOOD             MIDH
 NF0630  HISTORY     - 1984     GOOD             USPSQD
 NF0630  HISTORY     - 1984     GOOD             NGS
 NF0630  HISTORY     - 20231226 MARK NOT FOUND   MIDT
 NF0630
 NF0630                          STATION DESCRIPTION
 NF0630
 NF0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0630'2.1 MI N FROM KENDALL.
 NF0630'2.1 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0630'KENDALL, ABOUT 0.85 MILE NORTH OF A TURN IN THE ROAD WITH TANGENTS
 NF0630'NORTH AND EAST AND THE JUNCTION OF A DIM ROAD SOUTH, AT THE
 NF0630'JUNCTION OF A GRAVEL ROAD WEST, 80 FEET WEST OF THE CENTER
 NF0630'LINE OF THE BLACK TOP ROAD, 18.5 FEET NORTH OF THE CENTER LINE
 NF0630'OF THE ROAD WEST, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 133
 NF0630'FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM A 20-INCH LONE
 NF0630'PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 NF0630'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0630'PROJECTING 4 INCHES.
 NF0630
 NF0630                          STATION RECOVERY (1977)
 NF0630
 NF0630'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0630'RECOVERED IN GOOD CONDITION.
 NF0630
 NF0630                          STATION RECOVERY (1984)
 NF0630
 NF0630'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0630'ABOUT 2.1 MILES NORTH ALONG COUNTY ROAD 653 FROM ITS JUNCTION WITH
 NF0630'COUNTY ROAD 388 . ABOUT 0.1 MILE WEST OF KENDALL, ABOUT 0.85 MILE
 NF0630'NORTH OF A TUAN IN THE ROAD WITH TANGENTS NORTH AND EAST AND THE
 NF0630'JUNCTION OF A GRAVEL ROAD SOUTH, AT THE JUNCTION OF A GRAVEL ROAD
 NF0630'WEST 80 FT. WEST OF THE CENTERLINE OF A BLACKTOP ROAD, 18.5 FT. NORTH
 NF0630'OF THE CENTERLINE OF THE WEST ROAD, 45 FT. SOUTHEAST OF A TELEPHONE
 NF0630'POLE, 1 FT. NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 NF0630'AND SET IN THE TOP OF A CONCRETE POST PROJECTED 4 INCHES.
 NF0630
 NF0630                          STATION RECOVERY (1984)
 NF0630
 NF0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0630'RECOVERED IN GOOD CONDITION.
 NF0630
 NF0630                          STATION RECOVERY (2023)
 NF0630
 NF0630'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0927 ***********************************************************************
 NF0927  DESIGNATION -  E 172
 NF0927  PID         -  NF0927
 NF0927  STATE/COUNTY-  MI/ALLEGAN
 NF0927  COUNTRY     -  US
 NF0927  USGS QUAD   -  BURNIPS (2017)
 NF0927
 NF0927                         *CURRENT SURVEY CONTROL
 NF0927  ______________________________________________________________________
 NF0927* NAD 83(1986) POSITION- 42 38 19.     (N) 085 46 48.     (W)   SCALED
 NF0927* NAVD 88 ORTHO HEIGHT -   225.615 (meters)      740.21  (feet) ADJUSTED
 NF0927  ______________________________________________________________________
 NF0927  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 NF0927  DYNAMIC HEIGHT  -        225.554 (meters)      740.01  (feet) COMP
 NF0927  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 NF0927
 NF0927  VERT ORDER      -  SECOND    CLASS 0
 NF0927
 NF0927.The horizontal coordinates were scaled from a map and have
 NF0927.an estimated accuracy of +/- 6 seconds.
 NF0927
 NF0927.The orthometric height was determined by differential leveling and
 NF0927.adjusted by the NATIONAL GEODETIC SURVEY
 NF0927.in June 1991.
 NF0927
 NF0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0927.GEOID18 height accuracy estimate available here.
 NF0927
 NF0927.Click photographs - Photos may exist for this station.
 NF0927
 NF0927.The dynamic height is computed by dividing the NAVD 88
 NF0927.geopotential number by the normal gravity value computed on the
 NF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0927.degrees latitude (g = 980.6199 gals.).
 NF0927
 NF0927.The modeled gravity was interpolated from observed gravity values.
 NF0927
 NF0927;                    North         East    Units  Estimated Accuracy
 NF0927;SPC MI S     -   127,450.    3,884,100.      MT  (+/- 180 meters Scaled)
 NF0927
 NF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN000214(NAD 83)
 NF0927
 NF0927                          SUPERSEDED SURVEY CONTROL
 NF0927
 NF0927  NGVD 29 (??/??/92)  225.750  (m)          740.65   (f) ADJ UNCH    2 0
 NF0927
 NF0927.Superseded values are not recommended for survey control.
 NF0927
 NF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0927.See file dsdata.pdf to determine how the superseded data were derived.
 NF0927
 NF0927_MARKER: DB = BENCH MARK DISK
 NF0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0927_STAMPING: E 172 1948
 NF0927_MARK LOGO: CGS
 NF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0927+STABILITY: SURFACE MOTION
 NF0927
 NF0927  HISTORY     - Date     Condition        Report By
 NF0927  HISTORY     - 1948     MONUMENTED       CGS
 NF0927  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0927  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0927
 NF0927                          STATION DESCRIPTION
 NF0927
 NF0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0927'3 MI E FROM MONTEREY.
 NF0927'ABOUT 3.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN CROSSROADS
 NF0927'AT MONTEREY, ABOUT 1.05 MILES EAST OF A BRICK SCHOOL AND CROSSROAD,
 NF0927'ABOUT 1.0 MILE WEST OF A CROSSROAD AND SMALL STANDARD SCHOOL, IN
 NF0927'THE SOUTHEAST QUARTER OF A NORTH-SOUTH CROSSROAD, 237 FEET EAST
 NF0927'OF THE CENTER LINE OF THE CROSSROAD, 26 FEET SOUTH OF THE CENTER
 NF0927'LINE OF THE EAST-WEST ROAD, 47 FEET WEST OF A 30-INCH TREE, 129 FEET
 NF0927'NORTHEAST OF A POWER POLE, 79 FEET SOUTHWEST AND ACROSS THE ROAD
 NF0927'FROM A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0927'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0927'PROJECTING 5 INCHES.
 NF0927
 NF0927                          STATION RECOVERY (1978)
 NF0927
 NF0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0927'MARK NOT FOUND.
 NF0927
 NF0927                          STATION RECOVERY (1997)
 NF0927
 NF0927'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0927'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0923 ***********************************************************************
 NF0923  DESIGNATION -  E 173
 NF0923  PID         -  NF0923
 NF0923  STATE/COUNTY-  MI/ALLEGAN
 NF0923  COUNTRY     -  US
 NF0923  USGS QUAD   -  BURNIPS (2017)
 NF0923
 NF0923                         *CURRENT SURVEY CONTROL
 NF0923  ______________________________________________________________________
 NF0923* NAD 83(1986) POSITION- 42 38 17.     (N) 085 51 32.     (W)   SCALED
 NF0923* NAVD 88 ORTHO HEIGHT -   280.592 (meters)      920.58  (feet) ADJUSTED
 NF0923  ______________________________________________________________________
 NF0923  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 NF0923  DYNAMIC HEIGHT  -        280.518 (meters)      920.33  (feet) COMP
 NF0923  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 NF0923
 NF0923  VERT ORDER      -  SECOND    CLASS 0
 NF0923
 NF0923.The horizontal coordinates were scaled from a map and have
 NF0923.an estimated accuracy of +/- 6 seconds.
 NF0923
 NF0923.The orthometric height was determined by differential leveling and
 NF0923.adjusted by the NATIONAL GEODETIC SURVEY
 NF0923.in June 1991.
 NF0923
 NF0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0923.GEOID18 height accuracy estimate available here.
 NF0923
 NF0923.Click photographs - Photos may exist for this station.
 NF0923
 NF0923.The dynamic height is computed by dividing the NAVD 88
 NF0923.geopotential number by the normal gravity value computed on the
 NF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0923.degrees latitude (g = 980.6199 gals.).
 NF0923
 NF0923.The modeled gravity was interpolated from observed gravity values.
 NF0923
 NF0923;                    North         East    Units  Estimated Accuracy
 NF0923;SPC MI S     -   127,500.    3,877,630.      MT  (+/- 180 meters Scaled)
 NF0923
 NF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN935212(NAD 83)
 NF0923
 NF0923                          SUPERSEDED SURVEY CONTROL
 NF0923
 NF0923  NGVD 29 (??/??/92)  280.729  (m)          921.03   (f) ADJ UNCH    2 0
 NF0923
 NF0923.Superseded values are not recommended for survey control.
 NF0923
 NF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0923.See file dsdata.pdf to determine how the superseded data were derived.
 NF0923
 NF0923_MARKER: DB = BENCH MARK DISK
 NF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0923_STAMPING: E 173 1948
 NF0923_MARK LOGO: CGS
 NF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0923+STABILITY: SURFACE MOTION
 NF0923
 NF0923  HISTORY     - Date     Condition        Report By
 NF0923  HISTORY     - 1948     MONUMENTED       CGS
 NF0923  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0923
 NF0923                          STATION DESCRIPTION
 NF0923
 NF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0923'1 MI W FROM MONTEREY.
 NF0923'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0923'AT MONTEREY, ABOUT 1.05 MILE EAST OF THE JUNCTION OF A ROAD NORTH
 NF0923'AND DISTRICT SCHOOL NO. 6, AT A SOUTHEAST CORNER OF A NORTH-SOUTH
 NF0923'CROSS ROAD, 295 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0923'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NF0923'40 FEET NORTHEAST OF THE NORTHWEST CORNER OF A LARGE BARN, 63
 NF0923'FEET EAST OF THE CENTER LINE OF THE DRIVE TO BARN, 4 FEET EAST
 NF0923'OF A FENCE CORNER, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, 2
 NF0923'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 NF0923'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0923
 NF0923                          STATION RECOVERY (1978)
 NF0923
 NF0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0645 ***********************************************************************
 NF0645  DESIGNATION -  E 174
 NF0645  PID         -  NF0645
 NF0645  STATE/COUNTY-  MI/ALLEGAN
 NF0645  COUNTRY     -  US
 NF0645  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0645
 NF0645                         *CURRENT SURVEY CONTROL
 NF0645  ______________________________________________________________________
 NF0645* NAD 83(1986) POSITION- 42 26 53.3    (N) 085 57 15.3    (W)   HD_HELD2
 NF0645* NAVD 88 ORTHO HEIGHT -   213.621 (meters)      700.85  (feet) ADJUSTED
 NF0645  ______________________________________________________________________
 NF0645  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 NF0645  DYNAMIC HEIGHT  -        213.563 (meters)      700.66  (feet) COMP
 NF0645  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 NF0645
 NF0645  VERT ORDER      -  SECOND    CLASS 0
 NF0645
 NF0645.The horizontal coordinates were established by autonomous hand held GPS
 NF0645.observations and have an estimated accuracy of +/- 10 meters.
 NF0645
 NF0645.The orthometric height was determined by differential leveling and
 NF0645.adjusted by the NATIONAL GEODETIC SURVEY
 NF0645.in June 1991.
 NF0645
 NF0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0645.GEOID18 height accuracy estimate available here.
 NF0645
 NF0645.Click photographs - Photos may exist for this station.
 NF0645
 NF0645.The dynamic height is computed by dividing the NAVD 88
 NF0645.geopotential number by the normal gravity value computed on the
 NF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0645.degrees latitude (g = 980.6199 gals.).
 NF0645
 NF0645.The modeled gravity was interpolated from observed gravity values.
 NF0645
 NF0645;                    North         East    Units  Estimated Accuracy
 NF0645;SPC MI S     -   106,548.    3,869,411.      MT  (+/- 10 meters HH2 GPS)
 NF0645
 NF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8599600064(NAD 83)
 NF0645
 NF0645                          SUPERSEDED SURVEY CONTROL
 NF0645
 NF0645  NGVD 29 (??/??/92)  213.759  (m)          701.31   (f) ADJ UNCH    2 0
 NF0645
 NF0645.Superseded values are not recommended for survey control.
 NF0645
 NF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0645.See file dsdata.pdf to determine how the superseded data were derived.
 NF0645
 NF0645_MARKER: DB = BENCH MARK DISK
 NF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0645_STAMPING: E 174 1948
 NF0645_MARK LOGO: CGS
 NF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0645+STABILITY: SURFACE MOTION
 NF0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0645+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 NF0645
 NF0645  HISTORY     - Date     Condition        Report By
 NF0645  HISTORY     - 1948     MONUMENTED       CGS
 NF0645  HISTORY     - 1976     GOOD             MIDH
 NF0645  HISTORY     - 1989     GOOD             USPSQD
 NF0645  HISTORY     - 19971011 GOOD             USPSQD
 NF0645  HISTORY     - 20020324 GOOD             USPSQD
 NF0645  HISTORY     - 20060318 GOOD             USPSQD
 NF0645  HISTORY     - 20230329 GOOD             MIDT
 NF0645
 NF0645                          STATION DESCRIPTION
 NF0645
 NF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0645'0.7 MI SW FROM CHESHIRE.
 NF0645'0.7 MILE WEST AND SOUTH ALONG A BLACK TOP ROAD LEADING TO BLOOMINGDALE
 NF0645'FROM THE LINDSLEY SCHOOL AND A CEMETERY AT CHESHIRE, ABOUT 0.15
 NF0645'MILE SOUTH OF A CURE IN THE ROAD WITH TANGENTS SOUTH AND EAST AND
 NF0645'THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT 1.0 MILE NORTH OF THE
 NF0645'INTERSECTION OF COUNTY ROAD 400, 29 FEET WEST OF THE CENTER LINE
 NF0645'OF THE ROAD, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 NF0645'HOUSE, 1.5 FEET SOUTH OF A FENCE LINE WEST, 2.5 FEET WEST OF A
 NF0645'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP ROAD
 NF0645'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0645
 NF0645                          STATION RECOVERY (1976)
 NF0645
 NF0645'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (1989)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (1997)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (2002)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (2006)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0645'EAST OF A METAL WITNESS POST.  2 FT WEST OF A TELEPHONE JUNCTION BOX.
 NF0645
 NF0645                          STATION RECOVERY (2023)
 NF0645
 NF0645'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0547 ***********************************************************************
 NF0547  DESIGNATION -  E 175
 NF0547  PID         -  NF0547
 NF0547  STATE/COUNTY-  MI/ALLEGAN
 NF0547  COUNTRY     -  US
 NF0547  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0547
 NF0547                         *CURRENT SURVEY CONTROL
 NF0547  ______________________________________________________________________
 NF0547* NAD 83(1986) POSITION- 42 27 55.     (N) 085 32 38.     (W)   SCALED
 NF0547* NAVD 88 ORTHO HEIGHT -   275.934 (meters)      905.29  (feet) ADJUSTED
 NF0547  ______________________________________________________________________
 NF0547  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 NF0547  DYNAMIC HEIGHT  -        275.850 (meters)      905.02  (feet) COMP
 NF0547  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 NF0547
 NF0547  VERT ORDER      -  SECOND    CLASS 0
 NF0547
 NF0547.The horizontal coordinates were scaled from a map and have
 NF0547.an estimated accuracy of +/- 6 seconds.
 NF0547
 NF0547.The orthometric height was determined by differential leveling and
 NF0547.adjusted by the NATIONAL GEODETIC SURVEY
 NF0547.in June 1991.
 NF0547
 NF0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0547.GEOID18 height accuracy estimate available here.
 NF0547
 NF0547.Click photographs - Photos may exist for this station.
 NF0547
 NF0547.The dynamic height is computed by dividing the NAVD 88
 NF0547.geopotential number by the normal gravity value computed on the
 NF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0547.degrees latitude (g = 980.6199 gals.).
 NF0547
 NF0547.The modeled gravity was interpolated from observed gravity values.
 NF0547
 NF0547;                    North         East    Units  Estimated Accuracy
 NF0547;SPC MI S     -   107,900.    3,903,190.      MT  (+/- 180 meters Scaled)
 NF0547
 NF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN197024(NAD 83)
 NF0547
 NF0547                          SUPERSEDED SURVEY CONTROL
 NF0547
 NF0547  NGVD 29 (??/??/92)  276.060  (m)          905.71   (f) ADJ UNCH    2 0
 NF0547
 NF0547.Superseded values are not recommended for survey control.
 NF0547
 NF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0547.See file dsdata.pdf to determine how the superseded data were derived.
 NF0547
 NF0547_MARKER: DB = BENCH MARK DISK
 NF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0547_STAMPING: E 175 1948
 NF0547_MARK LOGO: CGS
 NF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0547+STABILITY: SURFACE MOTION
 NF0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0547+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 NF0547
 NF0547  HISTORY     - Date     Condition        Report By
 NF0547  HISTORY     - 1948     MONUMENTED       CGS
 NF0547  HISTORY     - 1989     GOOD             USPSQD
 NF0547  HISTORY     - 20051015 GOOD             USPSQD
 NF0547  HISTORY     - 20250714 GOOD             MIDT
 NF0547
 NF0547                          STATION DESCRIPTION
 NF0547
 NF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0547'AT DOSTER.
 NF0547'AT DOSTER, AT THE COUNTY LINE CROSSROAD (ALLEGAN-BARRY COUNTIES)
 NF0547'AND AN EAST-WEST ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 NF0547'ROAD WEST, 183 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE
 NF0547'ROAD, 42.5 FEET EAST OF A POWER POLE, 5.5 FEET NORTHWEST OF A
 NF0547'TELEPHONE POLE, 132 FEET NORTHWEST AND ACROSS THE ROAD WEST FROM
 NF0547'THE DOSTER GENERAL STORE, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET
 NF0547'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 NF0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0547
 NF0547                          STATION RECOVERY (1989)
 NF0547
 NF0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0547'RECOVERED IN GOOD CONDITION.
 NF0547
 NF0547                          STATION RECOVERY (2005)
 NF0547
 NF0547'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0547'CARSONITE WITNESS POST INSTALLED ON N SIDE OF MARK.
 NF0547
 NF0547                          STATION RECOVERY (2025)
 NF0547
 NF0547'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NF0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0838 ***********************************************************************
 NF0838  DESIGNATION -  E 176
 NF0838  PID         -  NF0838
 NF0838  STATE/COUNTY-  MI/ALLEGAN
 NF0838  COUNTRY     -  US
 NF0838  USGS QUAD   -  ORANGEVILLE (2017)
 NF0838
 NF0838                         *CURRENT SURVEY CONTROL
 NF0838  ______________________________________________________________________
 NF0838* NAD 83(1986) POSITION- 42 35 42.     (N) 085 32 55.     (W)   SCALED
 NF0838* NAVD 88 ORTHO HEIGHT -   227.249 (meters)      745.57  (feet) ADJUSTED
 NF0838  ______________________________________________________________________
 NF0838  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 NF0838  DYNAMIC HEIGHT  -        227.183 (meters)      745.35  (feet) COMP
 NF0838  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NF0838
 NF0838  VERT ORDER      -  SECOND    CLASS 0
 NF0838
 NF0838.The horizontal coordinates were scaled from a map and have
 NF0838.an estimated accuracy of +/- 6 seconds.
 NF0838
 NF0838.The orthometric height was determined by differential leveling and
 NF0838.adjusted by the NATIONAL GEODETIC SURVEY
 NF0838.in June 1991.
 NF0838
 NF0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0838.GEOID18 height accuracy estimate available here.
 NF0838
 NF0838.Click photographs - Photos may exist for this station.
 NF0838
 NF0838.The dynamic height is computed by dividing the NAVD 88
 NF0838.geopotential number by the normal gravity value computed on the
 NF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0838.degrees latitude (g = 980.6199 gals.).
 NF0838
 NF0838.The modeled gravity was interpolated from observed gravity values.
 NF0838
 NF0838;                    North         East    Units  Estimated Accuracy
 NF0838;SPC MI S     -   122,310.    3,903,000.      MT  (+/- 180 meters Scaled)
 NF0838
 NF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN190168(NAD 83)
 NF0838
 NF0838                          SUPERSEDED SURVEY CONTROL
 NF0838
 NF0838  NGVD 29 (??/??/92)  227.375  (m)          745.98   (f) ADJ UNCH    2 0
 NF0838
 NF0838.Superseded values are not recommended for survey control.
 NF0838
 NF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0838.See file dsdata.pdf to determine how the superseded data were derived.
 NF0838
 NF0838_MARKER: DB = BENCH MARK DISK
 NF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0838_STAMPING: E 176 1948
 NF0838_MARK LOGO: CGS
 NF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0838+STABILITY: SURFACE MOTION
 NF0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0838+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2007
 NF0838
 NF0838  HISTORY     - Date     Condition        Report By
 NF0838  HISTORY     - 1948     MONUMENTED       CGS
 NF0838  HISTORY     - 1987     GOOD             USPSQD
 NF0838  HISTORY     - 19971011 GOOD             USPSQD
 NF0838  HISTORY     - 20070609 GOOD             GEOCAC
 NF0838
 NF0838                          STATION DESCRIPTION
 NF0838
 NF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0838'4.5 MI E FROM SHELBYVILLE.
 NF0838'ABOUT 4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0838'RAILROAD STATION AT SHELBYVILLE, AT THE JUNCTION OF A NORTH-SOUTH
 NF0838'ROAD AND AT THE SOUTH END OF ALLEGAN COUNTY PARK ON THE WEST
 NF0838'SHORE OF GUN LAKE, 57 FEET EAST OF THE CENTER LINE OF THE ROAD
 NF0838'NORTH, 3 FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD
 NF0838'WEST, 1 FOOT NORTH OF A WIRE FENCE, 47 FEET NORTHWEST OF THE
 NF0838'NORTHWEST CORNER OF A DWELLING, 2 FEET EAST OF A WHITE WOODEN
 NF0838'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP  OF
 NF0838'A CONCRETE POST PROJECTING 4 INCHES.
 NF0838
 NF0838                          STATION RECOVERY (1987)
 NF0838
 NF0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0838'RECOVERED IN GOOD CONDITION.
 NF0838
 NF0838                          STATION RECOVERY (1997)
 NF0838
 NF0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0838'RECOVERED IN GOOD CONDITION.
 NF0838
 NF0838                          STATION RECOVERY (2007)
 NF0838
 NF0838'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0374 ***********************************************************************
 NF0374  DESIGNATION -  E 177
 NF0374  PID         -  NF0374
 NF0374  STATE/COUNTY-  MI/BARRY
 NF0374  COUNTRY     -  US
 NF0374  USGS QUAD   -  MIDDLEVILLE (2017)
 NF0374
 NF0374                         *CURRENT SURVEY CONTROL
 NF0374  ______________________________________________________________________
 NF0374* NAD 83(1986) POSITION- 42 40 29.     (N) 085 26 20.     (W)   SCALED
 NF0374* NAVD 88 ORTHO HEIGHT -   224.809 (meters)      737.56  (feet) ADJUSTED
 NF0374  ______________________________________________________________________
 NF0374  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 NF0374  DYNAMIC HEIGHT  -        224.742 (meters)      737.34  (feet) COMP
 NF0374  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 NF0374
 NF0374  VERT ORDER      -  SECOND    CLASS 0
 NF0374
 NF0374.The horizontal coordinates were scaled from a map and have
 NF0374.an estimated accuracy of +/- 6 seconds.
 NF0374
 NF0374.The orthometric height was determined by differential leveling and
 NF0374.adjusted by the NATIONAL GEODETIC SURVEY
 NF0374.in June 1991.
 NF0374
 NF0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0374.GEOID18 height accuracy estimate available here.
 NF0374
 NF0374.Click photographs - Photos may exist for this station.
 NF0374
 NF0374.The dynamic height is computed by dividing the NAVD 88
 NF0374.geopotential number by the normal gravity value computed on the
 NF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0374.degrees latitude (g = 980.6199 gals.).
 NF0374
 NF0374.The modeled gravity was interpolated from observed gravity values.
 NF0374
 NF0374;                    North         East    Units  Estimated Accuracy
 NF0374;SPC MI S     -   131,040.    3,912,120.      MT  (+/- 180 meters Scaled)
 NF0374
 NF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN279258(NAD 83)
 NF0374
 NF0374                          SUPERSEDED SURVEY CONTROL
 NF0374
 NF0374  NGVD 29 (??/??/92)  224.934  (m)          737.97   (f) ADJ UNCH    2 0
 NF0374
 NF0374.Superseded values are not recommended for survey control.
 NF0374
 NF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0374.See file dsdata.pdf to determine how the superseded data were derived.
 NF0374
 NF0374_MARKER: DB = BENCH MARK DISK
 NF0374_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NF0374_SP_SET: BRIDGE HEADWALL
 NF0374_STAMPING: E 177 1948
 NF0374_MARK LOGO: CGS
 NF0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0374+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0374
 NF0374  HISTORY     - Date     Condition        Report By
 NF0374  HISTORY     - 1948     MONUMENTED       CGS
 NF0374  HISTORY     - 1985     GOOD             USPSQD
 NF0374  HISTORY     - 1987     GOOD             USPSQD
 NF0374  HISTORY     - 19940312 GOOD             MI-015
 NF0374  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0374  HISTORY     - 20041030 GOOD             USPSQD
 NF0374
 NF0374                          STATION DESCRIPTION
 NF0374
 NF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0374'3.5 MI SE FROM MIDDLEVILLE.
 NF0374'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0374'SCHOOL AT MIDDLEVILLE, ABOUT 0.55 MILE WEST OF THE JUNCTION OF
 NF0374'A ROAD SOUTH, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 NF0374'WALL OF A 16-FOOT CONCRETE BRIDGE OVER A CREEK, 38 FEET SOUTH
 NF0374'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 10 FEET BELOW THE
 NF0374'HIGHWAY LEVEL.
 NF0374
 NF0374                          STATION RECOVERY (1985)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0374'RECOVERED IN GOOD CONDITION.
 NF0374
 NF0374                          STATION RECOVERY (1987)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0374'RECOVERED IN GOOD CONDITION.
 NF0374
 NF0374                          STATION RECOVERY (1994)
 NF0374
 NF0374'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0374'CONCRETE HEADWALL SHOWS SERIOUS SPALLING FURTHER EROSION OF CONCRETE
 NF0374'MAY THREATEN INTEGRITY OF MARK LOCATED NEAR THE CENTER OF SECTION 1,
 NF0374'YANKEE SPRINGS TOWNSHIP.
 NF0374
 NF0374                          STATION RECOVERY (1997)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0374'MARK NOT FOUND.
 NF0374
 NF0374                          STATION RECOVERY (2004)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0677 ***********************************************************************
 NE0677  DESIGNATION -  E 178
 NE0677  PID         -  NE0677
 NE0677  STATE/COUNTY-  MI/WASHTENAW
 NE0677  COUNTRY     -  US
 NE0677  USGS QUAD   -  DEXTER (2017)
 NE0677
 NE0677                         *CURRENT SURVEY CONTROL
 NE0677  ______________________________________________________________________
 NE0677* NAD 83(1986) POSITION- 42 21 34.7    (N) 083 54 38.3    (W)   HD_HELD2
 NE0677* NAVD 88 ORTHO HEIGHT -   270.422 (meters)      887.21  (feet) ADJUSTED
 NE0677  ______________________________________________________________________
 NE0677  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 NE0677  DYNAMIC HEIGHT  -        270.343 (meters)      886.95  (feet) COMP
 NE0677  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 NE0677
 NE0677  VERT ORDER      -  FIRST     CLASS II
 NE0677
 NE0677.The horizontal coordinates were established by autonomous hand held GPS
 NE0677.observations and have an estimated accuracy of +/- 10 meters.
 NE0677
 NE0677.The orthometric height was determined by differential leveling and
 NE0677.adjusted by the NATIONAL GEODETIC SURVEY
 NE0677.in June 1991.
 NE0677
 NE0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0677.GEOID18 height accuracy estimate available here.
 NE0677
 NE0677.Click photographs - Photos may exist for this station.
 NE0677
 NE0677.The dynamic height is computed by dividing the NAVD 88
 NE0677.geopotential number by the normal gravity value computed on the
 NE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0677.degrees latitude (g = 980.6199 gals.).
 NE0677
 NE0677.The modeled gravity was interpolated from observed gravity values.
 NE0677
 NE0677;                    North         East    Units  Estimated Accuracy
 NE0677;SPC MI S     -    95,589.    4,037,567.      MT  (+/- 10 meters HH2 GPS)
 NE0677
 NE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6030093811(NAD 83)
 NE0677
 NE0677                          SUPERSEDED SURVEY CONTROL
 NE0677
 NE0677  NGVD 29 (01/19/93)  270.545  (m)          887.61   (f) ADJUSTED    1 2
 NE0677  NGVD 29 (??/??/92)  270.556  (m)          887.65   (f) SUPERSEDED  1 2
 NE0677
 NE0677.Superseded values are not recommended for survey control.
 NE0677
 NE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0677.See file dsdata.pdf to determine how the superseded data were derived.
 NE0677
 NE0677_MARKER: DB = BENCH MARK DISK
 NE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0677_STAMPING: E 178 1948
 NE0677_MARK LOGO: CGS
 NE0677_PROJECTION: PROJECTING 10 CENTIMETERS
 NE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0677+STABILITY: SURFACE MOTION
 NE0677
 NE0677  HISTORY     - Date     Condition        Report By
 NE0677  HISTORY     - 1948     MONUMENTED       CGS
 NE0677  HISTORY     - 1985     GOOD             NGS
 NE0677  HISTORY     - 19981025 GOOD             USPSQD
 NE0677
 NE0677                          STATION DESCRIPTION
 NE0677
 NE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0677'2.4 MI NNW FROM DEXTER.
 NE0677'2.4 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE UNION
 NE0677'SCHOOL AT DEXTER, AT THE JUNCTION OF A ROAD SOUTH, 170 FEET
 NE0677'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 51 FEET
 NE0677'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET EAST
 NE0677'OF THE CENTER LINE OF THE ROAD SOUTH, 27 FEET SOUTHWEST OF A
 NE0677'20-INCH OAK TREE, 21 FEET NORTH OF AN 18-INCH OAK TREE, 1 1/2
 NE0677'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 NE0677'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NE0677
 NE0677                          STATION RECOVERY (1985)
 NE0677
 NE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0677'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 NE0677'MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION WITH
 NE0677'DEXTER-CHELSEA ROAD IN DEXTER, 15.6 M (51.2 FT) SOUTHWEST OF THE
 NE0677'CENTERLINE OF THE ROAD, 12.6 M (41.3 FT) EAST OF THE CENTER OF WYLIE
 NE0677'ROAD, 8.3 M (27.2 FT) SOUTH-SOUTHWEST OF A 30-INCH OAK TREE, AND 1.1 M
 NE0677'(3.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A 12 BY 12 FOOT CONCRETE
 NE0677'SLAB.
 NE0677'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE0677
 NE0677                          STATION RECOVERY (1998)
 NE0677
 NE0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0321 ***********************************************************************
 MC0321  DESIGNATION -  E 179
 MC0321  PID         -  MC0321
 MC0321  STATE/COUNTY-  MI/MONROE
 MC0321  COUNTRY     -  US
 MC0321  USGS QUAD   -  MONROE (2017)
 MC0321
 MC0321                         *CURRENT SURVEY CONTROL
 MC0321  ______________________________________________________________________
 MC0321* NAD 83(1986) POSITION- 41 55 55.32   (N) 083 26 13.29   (W)   HD_HELD1
 MC0321* NAVD 88 ORTHO HEIGHT -   185.734 (meters)      609.36  (feet) ADJUSTED
 MC0321  ______________________________________________________________________
 MC0321  GEOID HEIGHT    -        -35.181 (meters)                     GEOID18
 MC0321  DYNAMIC HEIGHT  -        185.667 (meters)      609.14  (feet) COMP
 MC0321  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 MC0321
 MC0321  VERT ORDER      -  FIRST     CLASS II
 MC0321
 MC0321.The horizontal coordinates were determined by differentially corrected
 MC0321.hand held GPS observations or other comparable positioning techniques
 MC0321.and have an estimated accuracy of +/- 3 meters.
 MC0321
 MC0321.The orthometric height was determined by differential leveling and
 MC0321.adjusted by the NATIONAL GEODETIC SURVEY
 MC0321.in June 1991.
 MC0321
 MC0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0321.GEOID18 height accuracy estimate available here.
 MC0321
 MC0321.Click photographs - Photos may exist for this station.
 MC0321
 MC0321.The dynamic height is computed by dividing the NAVD 88
 MC0321.geopotential number by the normal gravity value computed on the
 MC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0321.degrees latitude (g = 980.6199 gals.).
 MC0321
 MC0321.The modeled gravity was interpolated from observed gravity values.
 MC0321
 MC0321;                    North         East    Units  Estimated Accuracy
 MC0321;SPC MI S     -    48,416.2   4,077,105.3     MT  (+/- 3 meters HH1 GPS) 
 MC0321
 MC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9795045102(NAD 83)
 MC0321
 MC0321                          SUPERSEDED SURVEY CONTROL
 MC0321
 MC0321  NGVD 29 (??/??/92)  185.900  (m)          609.91   (f) ADJ UNCH    1 2
 MC0321
 MC0321.Superseded values are not recommended for survey control.
 MC0321
 MC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0321.See file dsdata.pdf to determine how the superseded data were derived.
 MC0321
 MC0321_MARKER: DB = BENCH MARK DISK
 MC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0321_STAMPING: E 179 1954
 MC0321_MARK LOGO: CGS
 MC0321_PROJECTION: PROJECTING 3 CENTIMETERS
 MC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0321+STABILITY: SURFACE MOTION
 MC0321
 MC0321  HISTORY     - Date     Condition        Report By
 MC0321  HISTORY     - 1954     MONUMENTED       CGS
 MC0321  HISTORY     - 1968     GOOD             CGS
 MC0321  HISTORY     - 1973     GOOD             NGS
 MC0321  HISTORY     - 1983     GOOD             LOCSUR
 MC0321  HISTORY     - 1985     GOOD             USPSQD
 MC0321  HISTORY     - 1987     GOOD             USPSQD
 MC0321
 MC0321                          STATION DESCRIPTION
 MC0321
 MC0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0321'3 MI NW FROM MONROE.
 MC0321'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0321'BUILDING AT MONROE, THENCE 2.35 MILES WEST ALONG ELM STREET
 MC0321'AND NORTH CUSTER ROAD, THENCE 0.35 MILE NORTH ALONG AIRPORT
 MC0321'DRIVE, AT THE CUSTER MUNICIPAL AIRPORT, 220 FEET SOUTHEAST OF
 MC0321'AND ACROSS THE AIRPORT DRIVE FROM THE SOUTHEAST CORNER OF THE
 MC0321'ADMINISTRATION BLDG, 21 FEET EAST OF THE CENTER LINE OF THE
 MC0321'AIRPORT DRIVE, 20 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 MC0321'HANGAR, 2 1/2 FEET EAST OF A POWER LINE POLE, 2 FEET ABOVE THE
 MC0321'LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 MC0321'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0321
 MC0321                          STATION RECOVERY (1973)
 MC0321
 MC0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1983)
 MC0321
 MC0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1985)
 MC0321
 MC0321'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1987)
 MC0321
 MC0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0241 ***********************************************************************
 NF0241  DESIGNATION -  E 18
 NF0241  PID         -  NF0241
 NF0241  STATE/COUNTY-  MI/IONIA
 NF0241  COUNTRY     -  US
 NF0241  USGS QUAD   -  EAGLE (2017)
 NF0241
 NF0241                         *CURRENT SURVEY CONTROL
 NF0241  ______________________________________________________________________
 NF0241* NAD 83(1986) POSITION- 42 49 28.     (N) 084 50 13.     (W)   SCALED
 NF0241* NAVD 88 ORTHO HEIGHT -   250.390 (meters)      821.49  (feet) ADJUSTED
 NF0241  ______________________________________________________________________
 NF0241  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 NF0241  DYNAMIC HEIGHT  -        250.319 (meters)      821.25  (feet) COMP
 NF0241  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 NF0241
 NF0241  VERT ORDER      -  FIRST     CLASS II
 NF0241
 NF0241.The horizontal coordinates were scaled from a map and have
 NF0241.an estimated accuracy of +/- 6 seconds.
 NF0241
 NF0241.The orthometric height was determined by differential leveling and
 NF0241.adjusted by the NATIONAL GEODETIC SURVEY
 NF0241.in June 1991.
 NF0241
 NF0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0241.GEOID18 height accuracy estimate available here.
 NF0241
 NF0241.Click photographs - Photos may exist for this station.
 NF0241
 NF0241.The dynamic height is computed by dividing the NAVD 88
 NF0241.geopotential number by the normal gravity value computed on the
 NF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0241.degrees latitude (g = 980.6199 gals.).
 NF0241
 NF0241.The modeled gravity was interpolated from observed gravity values.
 NF0241
 NF0241;                    North         East    Units  Estimated Accuracy
 NF0241;SPC MI S     -   147,220.    3,961,550.      MT  (+/- 180 meters Scaled)
 NF0241
 NF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN768435(NAD 83)
 NF0241
 NF0241                          SUPERSEDED SURVEY CONTROL
 NF0241
 NF0241  NGVD 29 (??/??/92)  250.527  (m)          821.94   (f) ADJ UNCH    1 2
 NF0241
 NF0241.Superseded values are not recommended for survey control.
 NF0241
 NF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0241.See file dsdata.pdf to determine how the superseded data were derived.
 NF0241
 NF0241_MARKER: DB = BENCH MARK DISK
 NF0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0241_STAMPING: ELEV 821.937 FT E 18 1916
 NF0241_MARK LOGO: CGS
 NF0241_PROJECTION: FLUSH
 NF0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0241+STABILITY: SURFACE MOTION
 NF0241
 NF0241  HISTORY     - Date     Condition        Report By
 NF0241  HISTORY     - 1916     MONUMENTED       CGS
 NF0241  HISTORY     - 1934     GOOD             CGS
 NF0241  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0241
 NF0241                          STATION DESCRIPTION
 NF0241
 NF0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0241'4.9 MI SE FROM PORTLAND.
 NF0241'IN CLINTON COUNTY, ABOUT 4.9 MILES SOUTHEAST ALONG THE PERE
 NF0241'MARQUETTE RAILWAY FROM THE STATION AT PORTLAND, IONIA COUNTY,
 NF0241'ABOUT 2.7 MILES NORTHWEST OF THE STATION AT EAGLE, CLINTON
 NF0241'COUNTY AT THE CROSSING OF A NORTH-AND-SOUTH COUNTY-LINE ROAD,
 NF0241'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 42.2 FEET
 NF0241'NORTHEAST OF THE NORTHEAST RAIL, AND 15 FEET SOUTHEAST OF A
 NF0241'16-INCH HICKORY TREE.  A STANDARD DISK, STAMPED ELEV. 821.937
 NF0241'FT. E 18 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0241'ABOUT 2 INCHES ABOVE GROUND.
 NF0241
 NF0241                          STATION RECOVERY (1934)
 NF0241
 NF0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0241'RECOVERED IN GOOD CONDITION.
 NF0241
 NF0241                          STATION RECOVERY (1992)
 NF0241
 NF0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0499 ***********************************************************************
 NE0499  DESIGNATION -  E 180
 NE0499  PID         -  NE0499
 NE0499  STATE/COUNTY-  MI/WAYNE
 NE0499  COUNTRY     -  US
 NE0499  USGS QUAD   -  ROCKWOOD (2017)
 NE0499
 NE0499                         *CURRENT SURVEY CONTROL
 NE0499  ______________________________________________________________________
 NE0499* NAD 83(1986) POSITION- 42 04 00.     (N) 083 14 03.     (W)   SCALED
 NE0499* NAVD 88 ORTHO HEIGHT -   175.941 (meters)      577.23  (feet) ADJUSTED
 NE0499  ______________________________________________________________________
 NE0499  GEOID HEIGHT    -        -34.965 (meters)                     GEOID18
 NE0499  DYNAMIC HEIGHT  -        175.881 (meters)      577.04  (feet) COMP
 NE0499  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 NE0499
 NE0499  VERT ORDER      -  FIRST     CLASS I
 NE0499
 NE0499.The horizontal coordinates were scaled from a map and have
 NE0499.an estimated accuracy of +/- 6 seconds.
 NE0499
 NE0499.The orthometric height was determined by differential leveling and
 NE0499.adjusted by the NATIONAL GEODETIC SURVEY
 NE0499.in June 1991.
 NE0499
 NE0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0499.GEOID18 height accuracy estimate available here.
 NE0499
 NE0499.Click photographs - Photos may exist for this station.
 NE0499
 NE0499.The dynamic height is computed by dividing the NAVD 88
 NE0499.geopotential number by the normal gravity value computed on the
 NE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0499.degrees latitude (g = 980.6199 gals.).
 NE0499
 NE0499.The modeled gravity was interpolated from observed gravity values.
 NE0499
 NE0499;                    North         East    Units  Estimated Accuracy
 NE0499;SPC MI S     -    63,580.    4,093,730.      MT  (+/- 180 meters Scaled)
 NE0499
 NE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG151595(NAD 83)
 NE0499
 NE0499                          SUPERSEDED SURVEY CONTROL
 NE0499
 NE0499  NGVD 29 (??/??/92)  176.115  (m)          577.80   (f) ADJ UNCH    1 1
 NE0499
 NE0499.Superseded values are not recommended for survey control.
 NE0499
 NE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0499.See file dsdata.pdf to determine how the superseded data were derived.
 NE0499
 NE0499_MARKER: DB = BENCH MARK DISK
 NE0499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0499_SP_SET: BOX CULVERT HEADWALL
 NE0499_STAMPING: E 180 1954
 NE0499_MARK LOGO: CGS
 NE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0499+STABILITY: SURFACE MOTION
 NE0499
 NE0499  HISTORY     - Date     Condition        Report By
 NE0499  HISTORY     - 1954     MONUMENTED       CGS
 NE0499  HISTORY     - 1968     GOOD             CGS
 NE0499  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0499
 NE0499                          STATION DESCRIPTION
 NE0499
 NE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0499'0.7 MI E FROM ROCKWOOD.
 NE0499'ABOUT 0.7 MILE EAST ALONG HURON RIVER DRIVE FROM THE POST
 NE0499'OFFICE AT ROCKWOOD, NEAR THE JUNCTION OF STRICHER ROAD LEADING
 NE0499'SOUTHEAST, ABOUT 0.4 MILE EAST OF THE CROSSING OF THE DETROIT
 NE0499'AND TOLEDO SHORE LINE RAILROAD, SET ON THE TOP OF THE WING WALL
 NE0499'AT THE SOUTHWEST CORNER OF AN 18-FOOT BOX CULVERT FOR SILVER
 NE0499'CREEK, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE AND 1
 NE0499'FOOT ABOVE THE LEVEL OF THE DRIVE.  SEC 15, T5 S, R 10 E
 NE0499
 NE0499                          STATION RECOVERY (1983)
 NE0499
 NE0499'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0037 ***********************************************************************
 QJ0037  DESIGNATION -  E 183
 QJ0037  PID         -  QJ0037
 QJ0037  STATE/COUNTY-  MI/ALPENA
 QJ0037  COUNTRY     -  US
 QJ0037  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0037
 QJ0037                         *CURRENT SURVEY CONTROL
 QJ0037  ______________________________________________________________________
 QJ0037* NAD 83(1986) POSITION- 45 03 41.     (N) 083 32 14.     (W)   SCALED
 QJ0037* NAVD 88 ORTHO HEIGHT -   203.521 (meters)      667.72  (feet) ADJUSTED
 QJ0037  ______________________________________________________________________
 QJ0037  GEOID HEIGHT    -        -36.443 (meters)                     GEOID18
 QJ0037  DYNAMIC HEIGHT  -        203.506 (meters)      667.67  (feet) COMP
 QJ0037  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 QJ0037
 QJ0037  VERT ORDER      -  SECOND    CLASS 0
 QJ0037
 QJ0037.The horizontal coordinates were scaled from a map and have
 QJ0037.an estimated accuracy of +/- 6 seconds.
 QJ0037
 QJ0037.The orthometric height was determined by differential leveling and
 QJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0037.in June 1991.
 QJ0037
 QJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0037.GEOID18 height accuracy estimate available here.
 QJ0037
 QJ0037.Click photographs - Photos may exist for this station.
 QJ0037
 QJ0037.The dynamic height is computed by dividing the NAVD 88
 QJ0037.geopotential number by the normal gravity value computed on the
 QJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0037.degrees latitude (g = 980.6199 gals.).
 QJ0037
 QJ0037.The modeled gravity was interpolated from observed gravity values.
 QJ0037
 QJ0037;                    North         East    Units  Estimated Accuracy
 QJ0037;SPC MI C     -   194,210.    6,065,320.      MT  (+/- 180 meters Scaled)
 QJ0037
 QJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK002929(NAD 83)
 QJ0037
 QJ0037                          SUPERSEDED SURVEY CONTROL
 QJ0037
 QJ0037  NGVD 29 (??/??/92)  203.664  (m)          668.19   (f) ADJ UNCH    2 0
 QJ0037
 QJ0037.Superseded values are not recommended for survey control.
 QJ0037
 QJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0037
 QJ0037_MARKER: DB = BENCH MARK DISK
 QJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0037_STAMPING: E 183 1966
 QJ0037_MARK LOGO: CGS
 QJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0037+STABILITY: SURFACE MOTION
 QJ0037
 QJ0037  HISTORY     - Date     Condition        Report By
 QJ0037  HISTORY     - 1966     MONUMENTED       CGS
 QJ0037  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0037
 QJ0037                          STATION DESCRIPTION
 QJ0037
 QJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0037'5 MI W FROM ALPENA.
 QJ0037'THE MARK IS LOCATED 4.0 MILES WEST OF THE INTERSECTION OF STATE
 QJ0037'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS, 0.8
 QJ0037'MILES WEST OF D 183, AND ABOUT 6000 FEET EAST OF THE NORTH-SOUTH
 QJ0037'RUNWAY EXTENDED.  THE MARK IS AT THE NORTHEAST CORNER OF THE
 QJ0037'INTERSECTION OF M-32 WITH A T-ROAD TO THE RIGHT, AND IS ON
 QJ0037'U.S. GOVERNMENT PROPERTY.  IT IS 77 FEET NORTH OF THE CENTERLINE
 QJ0037'OF M-32, 10 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 2 FEET
 QJ0037'NORTH OF A CORNER FENCE POST, 65 FEET WEST OF A TALL HEMLOCK
 QJ0037'TREE, AND 44 FEET SOUTHEAST OF POWER POLE NUMBER 20.  THE MARK
 QJ0037'IS 4 FEET LOWER THAN THE HIGHWAY, SET IN A 9 INCH CONCRETE POST
 QJ0037'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS A STANDARD DISK
 QJ0037'STAMPED E 183 1966.
 QJ0037
 QJ0037                          STATION RECOVERY (1999)
 QJ0037
 QJ0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0479 ***********************************************************************
 NE0479  DESIGNATION -  E 185
 NE0479  PID         -  NE0479
 NE0479  STATE/COUNTY-  MI/WAYNE
 NE0479  COUNTRY     -  US
 NE0479  USGS QUAD   -  INKSTER (2017)
 NE0479
 NE0479                         *CURRENT SURVEY CONTROL
 NE0479  ______________________________________________________________________
 NE0479* NAD 83(1986) POSITION- 42 15 38.     (N) 083 19 44.     (W)   SCALED
 NE0479* NAVD 88 ORTHO HEIGHT -   192.308 (meters)      630.93  (feet) ADJUSTED
 NE0479  ______________________________________________________________________
 NE0479  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 NE0479  DYNAMIC HEIGHT  -        192.250 (meters)      630.74  (feet) COMP
 NE0479  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 NE0479
 NE0479  VERT ORDER      -  SECOND    CLASS 0
 NE0479
 NE0479.The horizontal coordinates were scaled from a map and have
 NE0479.an estimated accuracy of +/- 6 seconds.
 NE0479
 NE0479.The orthometric height was determined by differential leveling and
 NE0479.adjusted by the NATIONAL GEODETIC SURVEY
 NE0479.in June 1991.
 NE0479
 NE0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0479.GEOID18 height accuracy estimate available here.
 NE0479
 NE0479.Click photographs - Photos may exist for this station.
 NE0479
 NE0479.The dynamic height is computed by dividing the NAVD 88
 NE0479.geopotential number by the normal gravity value computed on the
 NE0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0479.degrees latitude (g = 980.6199 gals.).
 NE0479
 NE0479.The modeled gravity was interpolated from observed gravity values.
 NE0479
 NE0479;                    North         East    Units  Estimated Accuracy
 NE0479;SPC MI S     -    85,010.    4,085,620.      MT  (+/- 180 meters Scaled)
 NE0479
 NE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079813(NAD 83)
 NE0479
 NE0479                          SUPERSEDED SURVEY CONTROL
 NE0479
 NE0479  NGVD 29 (??/??/92)  192.449  (m)          631.39   (f) ADJ UNCH    2 0
 NE0479
 NE0479.Superseded values are not recommended for survey control.
 NE0479
 NE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0479.See file dsdata.pdf to determine how the superseded data were derived.
 NE0479
 NE0479_MARKER: DB = BENCH MARK DISK
 NE0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0479_SP_SET: CULVERT HEADWALL
 NE0479_STAMPING: E 185 1958
 NE0479_MARK LOGO: CGS
 NE0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0479+STABILITY: SURFACE MOTION
 NE0479
 NE0479  HISTORY     - Date     Condition        Report By
 NE0479  HISTORY     - 1958     MONUMENTED       CGS
 NE0479  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0479  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0479
 NE0479                          STATION DESCRIPTION
 NE0479
 NE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0479'2 MI S FROM INKSTER.
 NE0479'THE MARK IS SET IN THE HEAD WALL OF A CULVERT AT THE NORTHWEST
 NE0479'CORNER OF THE INTERSECTION OF MIDDLE BELT ROAD AND BEVERLY
 NE0479'ROAD, 36.2 FEET NORTHWEST OF THE CENTER-LINE INTERSECTION OF
 NE0479'THE ROADS, 25.2 FEET WEST OF THE CENTER-LINE OF MIDDLE BELT
 NE0479'ROAD, AND 25.0 FEET NORTH OF BEVERLY ROAD AND ONE FOOT SOUTH
 NE0479'OF THE NORTH END OF THE CULVERT.
 NE0479
 NE0479                          STATION RECOVERY (1983)
 NE0479
 NE0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0479'MARK NOT FOUND.
 NE0479
 NE0479                          STATION RECOVERY (1989)
 NE0479
 NE0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0008 ***********************************************************************
 NF0008  DESIGNATION -  E 19
 NF0008  PID         -  NF0008
 NF0008  STATE/COUNTY-  MI/INGHAM
 NF0008  COUNTRY     -  US
 NF0008  USGS QUAD   -  MASON (2017)
 NF0008
 NF0008                         *CURRENT SURVEY CONTROL
 NF0008  ______________________________________________________________________
 NF0008* NAD 83(1986) POSITION- 42 31 26.     (N) 084 25 40.     (W)   SCALED
 NF0008* NAVD 88 ORTHO HEIGHT -   294.793 (meters)      967.17  (feet) ADJUSTED
 NF0008  ______________________________________________________________________
 NF0008  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 NF0008  DYNAMIC HEIGHT  -        294.699 (meters)      966.86  (feet) COMP
 NF0008  MODELED GRAVITY -    980,295.0   (mgal)                       NAVD 88
 NF0008
 NF0008  VERT ORDER      -  FIRST     CLASS II
 NF0008
 NF0008.The horizontal coordinates were scaled from a map and have
 NF0008.an estimated accuracy of +/- 6 seconds.
 NF0008
 NF0008.The orthometric height was determined by differential leveling and
 NF0008.adjusted by the NATIONAL GEODETIC SURVEY
 NF0008.in June 1991.
 NF0008
 NF0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0008.GEOID18 height accuracy estimate available here.
 NF0008
 NF0008.Click photographs - Photos may exist for this station.
 NF0008
 NF0008.The dynamic height is computed by dividing the NAVD 88
 NF0008.geopotential number by the normal gravity value computed on the
 NF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0008.degrees latitude (g = 980.6199 gals.).
 NF0008
 NF0008.The modeled gravity was interpolated from observed gravity values.
 NF0008
 NF0008;                    North         East    Units  Estimated Accuracy
 NF0008;SPC MI S     -   113,730.    3,994,980.      MT  (+/- 180 meters Scaled)
 NF0008
 NF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN112111(NAD 83)
 NF0008
 NF0008                          SUPERSEDED SURVEY CONTROL
 NF0008
 NF0008  NGVD 29 (??/??/92)  294.918  (m)          967.58   (f) ADJ UNCH    1 2
 NF0008
 NF0008.Superseded values are not recommended for survey control.
 NF0008
 NF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0008.See file dsdata.pdf to determine how the superseded data were derived.
 NF0008
 NF0008_MARKER: DB = BENCH MARK DISK
 NF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0008_STAMPING: ELEV 967.577 FT E 19 1916
 NF0008_MARK LOGO: CGS
 NF0008_PROJECTION: FLUSH
 NF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0008+STABILITY: SURFACE MOTION
 NF0008
 NF0008  HISTORY     - Date     Condition        Report By
 NF0008  HISTORY     - 1916     MONUMENTED       CGS
 NF0008  HISTORY     - 1934     POOR             CGS
 NF0008  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0008  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0008  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0008
 NF0008                          STATION DESCRIPTION
 NF0008
 NF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0008'4 MI S FROM MASON.
 NF0008'4.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0008'STATION AT MASON, INGHAM COUNTY, 100 YARDS NORTH OF THE STATION
 NF0008'AT EDEN, AT THE NORTHWEST CORNER OF A PARK, 95.8 FEET WEST OF
 NF0008'THE WEST RAIL, AND 30 FEET SOUTH OF THE CENTERLINE OF AN
 NF0008'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED ELEV. 967.577
 NF0008'FT. E 19 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0008'6 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED THAT THE CONCRETE POST
 NF0008'HAD BEEN DAMAGED.
 NF0008
 NF0008                          STATION RECOVERY (1934)
 NF0008
 NF0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0008'MARK RECOVERED IN POOR CONDITION.
 NF0008
 NF0008                          STATION RECOVERY (1977)
 NF0008
 NF0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0008'MARK NOT FOUND.
 NF0008
 NF0008                          STATION RECOVERY (1992)
 NF0008
 NF0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0008'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0008
 NF0008                          STATION RECOVERY (2003)
 NF0008
 NF0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJV)
 NF0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0256 ***********************************************************************
 NF0256  DESIGNATION -  E 190
 NF0256  PID         -  NF0256
 NF0256  STATE/COUNTY-  MI/INGHAM
 NF0256  COUNTRY     -  US
 NF0256  USGS QUAD   -  LANSING NORTH (2017)
 NF0256
 NF0256                         *CURRENT SURVEY CONTROL
 NF0256  ______________________________________________________________________
 NF0256* NAD 83(1986) POSITION- 42 46 13.     (N) 084 35 19.     (W)   SCALED
 NF0256* NAVD 88 ORTHO HEIGHT -   259.967 (meters)      852.91  (feet) ADJUSTED
 NF0256  ______________________________________________________________________
 NF0256  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 NF0256  DYNAMIC HEIGHT  -        259.895 (meters)      852.67  (feet) COMP
 NF0256  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 NF0256
 NF0256  VERT ORDER      -  SECOND    CLASS 0
 NF0256
 NF0256.This mark is at Capital City Airport (LAN)
 NF0256
 NF0256.The horizontal coordinates were scaled from a map and have
 NF0256.an estimated accuracy of +/- 6 seconds.
 NF0256
 NF0256.The orthometric height was determined by differential leveling and
 NF0256.adjusted by the NATIONAL GEODETIC SURVEY
 NF0256.in June 1991.
 NF0256
 NF0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0256.GEOID18 height accuracy estimate available here.
 NF0256
 NF0256.Click photographs - Photos may exist for this station.
 NF0256
 NF0256.The dynamic height is computed by dividing the NAVD 88
 NF0256.geopotential number by the normal gravity value computed on the
 NF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0256.degrees latitude (g = 980.6199 gals.).
 NF0256
 NF0256.The modeled gravity was interpolated from observed gravity values.
 NF0256
 NF0256;                    North         East    Units  Estimated Accuracy
 NF0256;SPC MI S     -   141,120.    3,981,840.      MT  (+/- 180 meters Scaled)
 NF0256
 NF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN972381(NAD 83)
 NF0256
 NF0256                          SUPERSEDED SURVEY CONTROL
 NF0256
 NF0256  NGVD 29 (??/??/92)  260.099  (m)          853.34   (f) ADJ UNCH    2 0
 NF0256
 NF0256.Superseded values are not recommended for survey control.
 NF0256
 NF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0256.See file dsdata.pdf to determine how the superseded data were derived.
 NF0256
 NF0256_MARKER: DB = BENCH MARK DISK
 NF0256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NF0256+WITH SETTING: PAVEMENT
 NF0256_SP_SET: SIGNAL FOUNDATION
 NF0256_STAMPING: E 190 1955
 NF0256_MARK LOGO: CGS
 NF0256_PROJECTION: FLUSH
 NF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0256+STABILITY: SURFACE MOTION
 NF0256
 NF0256  HISTORY     - Date     Condition        Report By
 NF0256  HISTORY     - 1955     MONUMENTED       CGS
 NF0256  HISTORY     - 1968     GOOD             CGS
 NF0256  HISTORY     - 1977     GOOD             NGS
 NF0256  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0256
 NF0256                          STATION DESCRIPTION
 NF0256
 NF0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0256'3.8 MI NW FROM LANSING.
 NF0256'3.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0256'UNION STATION AT LANSING, INGHAM COUNTY, AT CAPITAL CITY AIRPORT,
 NF0256'IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A FLASHING
 NF0256'SIGNAL, 10 TELEPHONE POLES WEST OF MILEPOST D 91, AT THE
 NF0256'SOUTHEAST CORNER OF A ROAD CROSSING (ROAD UNDER CONSTRUCTION OF A
 NF0256'NEW ENTRANCE TO THE AIRPORT IN 1955), 26.2 FEET SOUTHEAST OF THE
 NF0256'CENTERLINE OF THE CROSSING, 18.5 FEET EAST OF THE CENTERLINE OF
 NF0256'THE ROAD, AND 14 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 NF0256'A STANDARD DISK, STAMPED E 190 1955.
 NF0256
 NF0256                          STATION RECOVERY (1968)
 NF0256
 NF0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NF0256'RECOVERED IN GOOD CONDITION.
 NF0256
 NF0256                          STATION RECOVERY (1977)
 NF0256
 NF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0256'RECOVERED IN GOOD CONDITION.
 NF0256
 NF0256                          STATION RECOVERY (1992)
 NF0256
 NF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0370 ***********************************************************************
 NE0370  DESIGNATION -  E 192
 NE0370  PID         -  NE0370
 NE0370  STATE/COUNTY-  MI/OAKLAND
 NE0370  COUNTRY     -  US
 NE0370  USGS QUAD   -  CLARKSTON (2017)
 NE0370
 NE0370                         *CURRENT SURVEY CONTROL
 NE0370  ______________________________________________________________________
 NE0370* NAD 83(1986) POSITION- 42 39 49.     (N) 083 24 54.     (W)   SCALED
 NE0370* NAVD 88 ORTHO HEIGHT -   294.740 (meters)      966.99  (feet) ADJUSTED
 NE0370  ______________________________________________________________________
 NE0370  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 NE0370  DYNAMIC HEIGHT  -        294.651 (meters)      966.70  (feet) COMP
 NE0370  MODELED GRAVITY -    980,313.8   (mgal)                       NAVD 88
 NE0370
 NE0370  VERT ORDER      -  SECOND    CLASS 0
 NE0370
 NE0370.This mark is at Oakland-Pontiac Airport (PTK)
 NE0370
 NE0370.The horizontal coordinates were scaled from a map and have
 NE0370.an estimated accuracy of +/- 6 seconds.
 NE0370
 NE0370.The orthometric height was determined by differential leveling and
 NE0370.adjusted by the NATIONAL GEODETIC SURVEY
 NE0370.in June 1991.
 NE0370
 NE0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0370.GEOID18 height accuracy estimate available here.
 NE0370
 NE0370.Click photographs - Photos may exist for this station.
 NE0370
 NE0370.The dynamic height is computed by dividing the NAVD 88
 NE0370.geopotential number by the normal gravity value computed on the
 NE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0370.degrees latitude (g = 980.6199 gals.).
 NE0370
 NE0370.The modeled gravity was interpolated from observed gravity values.
 NE0370
 NE0370;                    North         East    Units  Estimated Accuracy
 NE0370;SPC MI S     -   129,690.    4,078,010.      MT  (+/- 180 meters Scaled)
 NE0370
 NE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH020262(NAD 83)
 NE0370
 NE0370                          SUPERSEDED SURVEY CONTROL
 NE0370
 NE0370  NGVD 29 (??/??/92)  294.831  (m)          967.29   (f) ADJ UNCH    2 0
 NE0370
 NE0370.Superseded values are not recommended for survey control.
 NE0370
 NE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0370.See file dsdata.pdf to determine how the superseded data were derived.
 NE0370
 NE0370_MARKER: DB = BENCH MARK DISK
 NE0370_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0370+WITH SETTING: PAVEMENT
 NE0370_SP_SET: WINDSOCK BASE
 NE0370_STAMPING: E 192 1965
 NE0370_MARK LOGO: CGS
 NE0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0370+STABILITY: SURFACE MOTION
 NE0370
 NE0370  HISTORY     - Date     Condition        Report By
 NE0370  HISTORY     - 1965     MONUMENTED       CGS
 NE0370  HISTORY     - 1978     GOOD             NGS
 NE0370
 NE0370                          STATION DESCRIPTION
 NE0370
 NE0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0370'6.5 MI W FROM PONTIAC.
 NE0370'THE MARK IS LOCATED ON THE PONTIAC MUNICIPAL AIRPORT 287 FEET
 NE0370'EAST OF THE NORTHEAST CORNER OF THE TERMINAL BUILDING IN A DRILL
 NE0370'HOLE IN THE CONCRETE BASE OF THE WINDSOCK.  A STANDARD DISK
 NE0370'STAMPED E 192 1965.
 NE0370
 NE0370                          STATION RECOVERY (1978)
 NE0370
 NE0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0075 ***********************************************************************
 RK0075  DESIGNATION -  E 193
 RK0075  PID         -  RK0075
 RK0075  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0075  COUNTRY     -  US
 RK0075  USGS QUAD   -  CREIGHTON (2017)
 RK0075
 RK0075                         *CURRENT SURVEY CONTROL
 RK0075  ______________________________________________________________________
 RK0075* NAD 83(1986) POSITION- 46 21 34.     (N) 086 16 56.     (W)   SCALED
 RK0075* NAVD 88 ORTHO HEIGHT -   246.607 (meters)      809.08  (feet) ADJUSTED
 RK0075  ______________________________________________________________________
 RK0075  GEOID HEIGHT    -        -35.118 (meters)                     GEOID18
 RK0075  DYNAMIC HEIGHT  -        246.624 (meters)      809.13  (feet) COMP
 RK0075  MODELED GRAVITY -    980,677.0   (mgal)                       NAVD 88
 RK0075
 RK0075  VERT ORDER      -  SECOND    CLASS 0
 RK0075
 RK0075.The horizontal coordinates were scaled from a map and have
 RK0075.an estimated accuracy of +/- 6 seconds.
 RK0075
 RK0075.The orthometric height was determined by differential leveling and
 RK0075.adjusted by the NATIONAL GEODETIC SURVEY
 RK0075.in June 1991.
 RK0075
 RK0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0075.GEOID18 height accuracy estimate available here.
 RK0075
 RK0075.Click photographs - Photos may exist for this station.
 RK0075
 RK0075.The dynamic height is computed by dividing the NAVD 88
 RK0075.geopotential number by the normal gravity value computed on the
 RK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0075.degrees latitude (g = 980.6199 gals.).
 RK0075
 RK0075.The modeled gravity was interpolated from observed gravity values.
 RK0075
 RK0075;                    North         East    Units  Estimated Accuracy
 RK0075;SPC MI N     -   175,430.    8,055,230.      MT  (+/- 180 meters Scaled)
 RK0075
 RK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES552342(NAD 83)
 RK0075
 RK0075                          SUPERSEDED SURVEY CONTROL
 RK0075
 RK0075  NGVD 29 (??/??/92)  246.570  (m)          808.96   (f) ADJ UNCH    2 0
 RK0075
 RK0075.Superseded values are not recommended for survey control.
 RK0075
 RK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0075.See file dsdata.pdf to determine how the superseded data were derived.
 RK0075
 RK0075_MARKER: DB = BENCH MARK DISK
 RK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0075_STAMPING: E 193 1964
 RK0075_MARK LOGO: CGS
 RK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0075+STABILITY: SURFACE MOTION
 RK0075
 RK0075  HISTORY     - Date     Condition        Report By
 RK0075  HISTORY     - 1964     MONUMENTED       CGS
 RK0075
 RK0075                          STATION DESCRIPTION
 RK0075
 RK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0075'1.1 MI N FROM CREIGHTON.
 RK0075'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0075'BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 1.0 MILE NORTH
 RK0075'ALONG A SAND ROAD, IN S 26, T 46 N, R 16 W, BETWEEN TWO
 RK0075'CURVES AND AT THE JUNCTION OF A DIM DRIVE LEADING EAST TO AN
 RK0075'ABANDONED CAMPSITE, 38 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RK0075'12 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1.4 FEET NORTHWEST
 RK0075'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RK0075'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0426 ***********************************************************************
 RJ0426  DESIGNATION -  E 194
 RJ0426  PID         -  RJ0426
 RJ0426  STATE/COUNTY-  MI/LUCE
 RJ0426  COUNTRY     -  US
 RJ0426  USGS QUAD   -  NEWBERRY (2017)
 RJ0426
 RJ0426                         *CURRENT SURVEY CONTROL
 RJ0426  ______________________________________________________________________
 RJ0426* NAD 83(1986) POSITION- 46 21 12.7    (N) 085 30 34.5    (W)   HD_HELD2
 RJ0426* NAVD 88 ORTHO HEIGHT -   237.296 (meters)      778.53  (feet) ADJUSTED
 RJ0426  ______________________________________________________________________
 RJ0426  GEOID HEIGHT    -        -35.384 (meters)                     GEOID18
 RJ0426  DYNAMIC HEIGHT  -        237.311 (meters)      778.58  (feet) COMP
 RJ0426  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0426
 RJ0426  VERT ORDER      -  SECOND    CLASS 0
 RJ0426
 RJ0426.The horizontal coordinates were established by autonomous hand held GPS
 RJ0426.observations and have an estimated accuracy of +/- 10 meters.
 RJ0426
 RJ0426.The orthometric height was determined by differential leveling and
 RJ0426.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0426.in June 1991.
 RJ0426
 RJ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0426.GEOID18 height accuracy estimate available here.
 RJ0426
 RJ0426.Click photographs - Photos may exist for this station.
 RJ0426
 RJ0426.The dynamic height is computed by dividing the NAVD 88
 RJ0426.geopotential number by the normal gravity value computed on the
 RJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0426.degrees latitude (g = 980.6199 gals.).
 RJ0426
 RJ0426.The modeled gravity was interpolated from observed gravity values.
 RJ0426
 RJ0426;                    North         East    Units  Estimated Accuracy
 RJ0426;SPC MI N     -   175,596.    8,114,697.      MT  (+/- 10 meters HH2 GPS)
 RJ0426
 RJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1466834407(NAD 83)
 RJ0426
 RJ0426                          SUPERSEDED SURVEY CONTROL
 RJ0426
 RJ0426  NGVD 29 (??/??/92)  237.261  (m)          778.41   (f) ADJ UNCH    2 0
 RJ0426
 RJ0426.Superseded values are not recommended for survey control.
 RJ0426
 RJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0426.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0426
 RJ0426_MARKER: DB = BENCH MARK DISK
 RJ0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0426_SP_SET: BUILDING FOUNDATION
 RJ0426_STAMPING: E 194 1964
 RJ0426_MARK LOGO: CGS
 RJ0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0426+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 RJ0426
 RJ0426  HISTORY     - Date     Condition        Report By
 RJ0426  HISTORY     - 1964     MONUMENTED       CGS
 RJ0426  HISTORY     - 20040920 GOOD             USPSQD
 RJ0426  HISTORY     - 20160623 GOOD             MIDT
 RJ0426
 RJ0426                          STATION DESCRIPTION
 RJ0426
 RJ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0426'AT NEWBERRY.
 RJ0426'AT NEWBERRY, IN S 25, T 46 N, R 10 W, AT THE INTERSECTION OF
 RJ0426'NEWBERRY AVENUE AND TRUMAN STREET, SET VERTICALLY IN THE WEST
 RJ0426'FACE OF THE CONCRETE FOUNDATION OF AN INSET ON THE WEST FACE
 RJ0426'OF THE NORTH SIDE OF THE WEST ENTRANCE TO THE MC MILLAN TOWNSHIP
 RJ0426'HALL, 1.2 FEET NORTH OF THE NORTH WALL OF SOME STEPS LEADING
 RJ0426'TO THE ENTRANCE, 1.1 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 RJ0426'INSET, AND ABOUT LEVEL WITH THE GROUND.
 RJ0426
 RJ0426                          STATION RECOVERY (2004)
 RJ0426
 RJ0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0426'RECOVERED IN GOOD CONDITION.
 RJ0426
 RJ0426                          STATION RECOVERY (2016)
 RJ0426
 RJ0426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (LEW)
 RJ0426'IN ADDITION TO THE 1964 DESCRIPTION, THE DISK IS 0.35 FT (11 CM) BELOW
 RJ0426'THE TOP OF THE CONCRETE FOUNDATION/BOTTOM OF BRICK WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0012 ***********************************************************************
 RK0012  DESIGNATION -  E 195
 RK0012  PID         -  RK0012
 RK0012  STATE/COUNTY-  MI/ALGER
 RK0012  COUNTRY     -  US
 RK0012  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0012
 RK0012                         *CURRENT SURVEY CONTROL
 RK0012  ______________________________________________________________________
 RK0012* NAD 83(1986) POSITION- 46 35 04.0    (N) 086 13 11.6    (W)   HD_HELD2
 RK0012* NAVD 88 ORTHO HEIGHT -   252.022 (meters)      826.84  (feet) ADJUSTED
 RK0012  ______________________________________________________________________
 RK0012  GEOID HEIGHT    -        -35.629 (meters)                     GEOID18
 RK0012  DYNAMIC HEIGHT  -        252.039 (meters)      826.90  (feet) COMP
 RK0012  MODELED GRAVITY -    980,677.8   (mgal)                       NAVD 88
 RK0012
 RK0012  VERT ORDER      -  SECOND    CLASS 0
 RK0012
 RK0012.The horizontal coordinates were established by autonomous hand held GPS
 RK0012.observations and have an estimated accuracy of +/- 10 meters.
 RK0012
 RK0012.The orthometric height was determined by differential leveling and
 RK0012.adjusted by the NATIONAL GEODETIC SURVEY
 RK0012.in June 1991.
 RK0012
 RK0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0012.GEOID18 height accuracy estimate available here.
 RK0012
 RK0012.Click photographs - Photos may exist for this station.
 RK0012
 RK0012.The dynamic height is computed by dividing the NAVD 88
 RK0012.geopotential number by the normal gravity value computed on the
 RK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0012.degrees latitude (g = 980.6199 gals.).
 RK0012
 RK0012.The modeled gravity was interpolated from observed gravity values.
 RK0012
 RK0012;                    North         East    Units  Estimated Accuracy
 RK0012;SPC MI N     -   200,479.    8,059,785.      MT  (+/- 10 meters HH2 GPS)
 RK0012
 RK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5976659282(NAD 83)
 RK0012
 RK0012                          SUPERSEDED SURVEY CONTROL
 RK0012
 RK0012  NGVD 29 (??/??/92)  251.981  (m)          826.71   (f) ADJ UNCH    2 0
 RK0012
 RK0012.Superseded values are not recommended for survey control.
 RK0012
 RK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0012.See file dsdata.pdf to determine how the superseded data were derived.
 RK0012
 RK0012_MARKER: DB = BENCH MARK DISK
 RK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0012_STAMPING: E 195 1964
 RK0012_MARK LOGO: CGS
 RK0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0012+STABILITY: SURFACE MOTION
 RK0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0012+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0012
 RK0012  HISTORY     - Date     Condition        Report By
 RK0012  HISTORY     - 1964     MONUMENTED       CGS
 RK0012  HISTORY     - 19940424 GOOD             LOCENG
 RK0012  HISTORY     - 20060911 GOOD             STS
 RK0012
 RK0012                          STATION DESCRIPTION
 RK0012
 RK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0012'16.5 MI SW FROM GRAND MARAIS.
 RK0012'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0012'CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0012'COUNTY ROADS 708, 700 AND 714, THENCE 1.4 MILES SOUTH ALONG
 RK0012'COUNTY ROAD 700, IN S 5, T 48 N, R 15 W, ON THE NORTHEAST SIDE
 RK0012'OF KINGSTON LAKE, IN THE NORTHWEST EDGE OF A VERY SMALL PARKING
 RK0012'AREA, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 RK0012'FEET WEST OF A 24-INCH PINE, 1.7 FEET EAST OF A METAL WITNESS
 RK0012'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 RK0012'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0012
 RK0012                          STATION RECOVERY (1994)
 RK0012
 RK0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0012'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0012
 RK0012                          STATION RECOVERY (2006)
 RK0012
 RK0012'RECOVERY NOTE BY STS CONSULTANTS 2006
 RK0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0030 ***********************************************************************
 RK0030  DESIGNATION -  E 196
 RK0030  PID         -  RK0030
 RK0030  STATE/COUNTY-  MI/ALGER
 RK0030  COUNTRY     -  US
 RK0030  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0030
 RK0030                         *CURRENT SURVEY CONTROL
 RK0030  ______________________________________________________________________
 RK0030* NAD 83(1986) POSITION- 46 32 20.99   (N) 086 00 57.85   (W)   HD_HELD1
 RK0030* NAVD 88 ORTHO HEIGHT -   280.724 (meters)      921.01  (feet) ADJUSTED
 RK0030  ______________________________________________________________________
 RK0030  GEOID HEIGHT    -        -35.580 (meters)                     GEOID18
 RK0030  DYNAMIC HEIGHT  -        280.742 (meters)      921.07  (feet) COMP
 RK0030  MODELED GRAVITY -    980,669.1   (mgal)                       NAVD 88
 RK0030
 RK0030  VERT ORDER      -  SECOND    CLASS 0
 RK0030
 RK0030.The horizontal coordinates were determined by differentially corrected
 RK0030.hand held GPS observations or other comparable positioning techniques
 RK0030.and have an estimated accuracy of +/- 3 meters.
 RK0030
 RK0030.The orthometric height was determined by differential leveling and
 RK0030.adjusted by the NATIONAL GEODETIC SURVEY
 RK0030.in June 1991.
 RK0030
 RK0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0030.GEOID18 height accuracy estimate available here.
 RK0030
 RK0030.Click photographs - Photos may exist for this station.
 RK0030
 RK0030.The dynamic height is computed by dividing the NAVD 88
 RK0030.geopotential number by the normal gravity value computed on the
 RK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0030.degrees latitude (g = 980.6199 gals.).
 RK0030
 RK0030.The modeled gravity was interpolated from observed gravity values.
 RK0030
 RK0030;                    North         East    Units  Estimated Accuracy
 RK0030;SPC MI N     -   195,619.7   8,075,466.3     MT  (+/- 3 meters HH1 GPS) 
 RK0030
 RK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7544454425(NAD 83)
 RK0030
 RK0030                          SUPERSEDED SURVEY CONTROL
 RK0030
 RK0030  NGVD 29 (??/??/92)  280.681  (m)          920.87   (f) ADJ UNCH    2 0
 RK0030
 RK0030.Superseded values are not recommended for survey control.
 RK0030
 RK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0030.See file dsdata.pdf to determine how the superseded data were derived.
 RK0030
 RK0030_MARKER: DB = BENCH MARK DISK
 RK0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0030_STAMPING: E 196 1964
 RK0030_MARK LOGO: CGS
 RK0030_PROJECTION: RECESSED 21 CENTIMETERS
 RK0030_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0030+STABILITY: SURFACE MOTION
 RK0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0030+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2025
 RK0030
 RK0030  HISTORY     - Date     Condition        Report By
 RK0030  HISTORY     - 1964     MONUMENTED       CGS
 RK0030  HISTORY     - 19940507 MARK NOT FOUND   LOCENG
 RK0030  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 RK0030  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 RK0030  HISTORY     - 20210416 GOOD             PROFLN
 RK0030  HISTORY     - 20250531 GOOD             MIDT
 RK0030
 RK0030                          STATION DESCRIPTION
 RK0030
 RK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0030'9.6 MI S FROM GRAND MARAIS.
 RK0030'ABOUT 9.6 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0030'METHODIST CHURCH AT GRAND MARAIS, IN S 23, T 48 N, R 14 W, 191
 RK0030'FEET SOUTH OF THE CENTER OF THE JUNCTION OF ADAMS TRAIL WHICH IS
 RK0030'A GRAVELED ROAD LEADING SOUTHWEST, 94 FEET SOUTHWEST OF THE
 RK0030'CENTER LINE OF THE HIGHWAY, 158 FEET SOUTHEAST OF THE CENTER
 RK0030'LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 RK0030'SINCLAIR SERVICE STATION, 2 FEET EAST OF A POWER POLE, ABOUT 3
 RK0030'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 RK0030'CONCRETE POST PROJECTING 1 INCH.
 RK0030
 RK0030                          STATION RECOVERY (1994)
 RK0030
 RK0030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0030'MARK NOT FOUND.
 RK0030
 RK0030                          STATION RECOVERY (1994)
 RK0030
 RK0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0030'MARK NOT FOUND.
 RK0030
 RK0030                          STATION RECOVERY (1999)
 RK0030
 RK0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0030'MARK NOT FOUND.
 RK0030
 RK0030                          STATION RECOVERY (2021)
 RK0030
 RK0030'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (PNL)
 RK0030'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF STATE HIGHWAY M-77
 RK0030'AND ADAMS TRAIL (COUNTY ROAD), EAST OF THE CONCRETE SLABS FOR THE
 RK0030'FORMER SINCLAIR SERVICE STATION (STRUCTURE REMOVED), 22.4 FEET
 RK0030'SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF A 35 FOOT (N-S) BY 24
 RK0030'FOOT (E-W) CONCRETE SLAB, 2.2 FT (0.7 M) EAST OF THE CENTER OF THE
 RK0030'BASE OF A CUT-OFF POWER POLE, 4.6 FT (1.4 M) EAST OF THE CENTER OF A
 RK0030'POWER POLE AND 4.1 FT (1.2 M) EAST OF A CARSONITE WITNESS POST ON THE
 RK0030'EAST SIDE OF THE POWER POLE.  THE DISK IS SET IN THE TOP OF A 12 INCH
 RK0030'(30 CM) DIAMETER DOMED CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM)
 RK0030'REBAR ALONGSIDE THE NORTH EDGE OF THE CONCRETE MONUMENT.
 RK0030'
 RK0030'MARK MIGHT NOT BE GPS SUITABLE WITH LEAVES ON TREES.
 RK0030
 RK0030                          STATION RECOVERY (2025)
 RK0030
 RK0030'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0030'FOUND AS DESCRIBED.  UNDER 1 FT (0.3 M) OF SOIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0560 ***********************************************************************
 RJ0560  DESIGNATION -  E 197
 RJ0560  PID         -  RJ0560
 RJ0560  STATE/COUNTY-  MI/ALGER
 RJ0560  COUNTRY     -  US
 RJ0560  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0560
 RJ0560                         *CURRENT SURVEY CONTROL
 RJ0560  ______________________________________________________________________
 RJ0560* NAD 83(1986) POSITION- 46 38 57.     (N) 085 55 38.     (W)   SCALED
 RJ0560* NAVD 88 ORTHO HEIGHT -   222.922 (meters)      731.37  (feet) ADJUSTED
 RJ0560  ______________________________________________________________________
 RJ0560  GEOID HEIGHT    -        -35.903 (meters)                     GEOID18
 RJ0560  DYNAMIC HEIGHT  -        222.940 (meters)      731.43  (feet) COMP
 RJ0560  MODELED GRAVITY -    980,689.8   (mgal)                       NAVD 88
 RJ0560
 RJ0560  VERT ORDER      -  SECOND    CLASS 0
 RJ0560
 RJ0560.The horizontal coordinates were scaled from a map and have
 RJ0560.an estimated accuracy of +/- 6 seconds.
 RJ0560
 RJ0560.The orthometric height was determined by differential leveling and
 RJ0560.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0560.in June 1991.
 RJ0560
 RJ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0560.GEOID18 height accuracy estimate available here.
 RJ0560
 RJ0560.Click photographs - Photos may exist for this station.
 RJ0560
 RJ0560.The dynamic height is computed by dividing the NAVD 88
 RJ0560.geopotential number by the normal gravity value computed on the
 RJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0560.degrees latitude (g = 980.6199 gals.).
 RJ0560
 RJ0560.The modeled gravity was interpolated from observed gravity values.
 RJ0560
 RJ0560;                    North         East    Units  Estimated Accuracy
 RJ0560;SPC MI N     -   207,930.    8,082,120.      MT  (+/- 180 meters Scaled)
 RJ0560
 RJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES820667(NAD 83)
 RJ0560
 RJ0560                          SUPERSEDED SURVEY CONTROL
 RJ0560
 RJ0560  NGVD 29 (??/??/92)  222.883  (m)          731.24   (f) ADJ UNCH    2 0
 RJ0560
 RJ0560.Superseded values are not recommended for survey control.
 RJ0560
 RJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0560.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0560
 RJ0560_MARKER: DB = BENCH MARK DISK
 RJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0560_STAMPING: E 197 1964
 RJ0560_MARK LOGO: CGS
 RJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0560+STABILITY: SURFACE MOTION
 RJ0560
 RJ0560  HISTORY     - Date     Condition        Report By
 RJ0560  HISTORY     - 1964     MONUMENTED       CGS
 RJ0560  HISTORY     - 19930605 MARK NOT FOUND   LOCENG
 RJ0560
 RJ0560                          STATION DESCRIPTION
 RJ0560
 RJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0560'3.7 MI SE FROM GRAND MARAIS.
 RJ0560'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0560'AT GRAND MARAIS, THENCE 1.2 MILES SOUTH ALONG COUNTY ROAD 709,
 RJ0560'IN S 16, T 49 N, R 13 W, ABOUT 1.0 MILE NORTH OF THE JUNCTION
 RJ0560'OF COUNTY ROAD 703 LEADING WEST, ABOUT 0.3 MILE SOUTH OF THE
 RJ0560'JUNCTION OF COUNTY ROAD 711 LEADING SOUTHEAST, ON THE OUTSIDE
 RJ0560'OF A CURVE AND 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 12
 RJ0560'FEET SOUTH OF THE CENTER LINE OF A DIM ROAD LEADING WEST, 1.8
 RJ0560'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0560'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0560
 RJ0560                          STATION RECOVERY (1993)
 RJ0560
 RJ0560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0323 ***********************************************************************
 RJ0323  DESIGNATION -  E 198
 RJ0323  PID         -  RJ0323
 RJ0323  STATE/COUNTY-  MI/LUCE
 RJ0323  COUNTRY     -  US
 RJ0323  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0323
 RJ0323                         *CURRENT SURVEY CONTROL
 RJ0323  ______________________________________________________________________
 RJ0323* NAD 83(2011) POSITION- 46 38 55.15596(N) 085 27 10.18557(W)   ADJUSTED
 RJ0323* NAD 83(2011) ELLIP HT-   175.173 (meters)        (06/27/12)   ADJUSTED
 RJ0323* NAD 83(2011) EPOCH   -  2010.00
 RJ0323* NAVD 88 ORTHO HEIGHT -   211.342 (meters)      693.38  (feet) ADJUSTED
 RJ0323  ______________________________________________________________________
 RJ0323  GEOID HEIGHT    -        -36.172 (meters)                     GEOID18
 RJ0323  NAD 83(2011) X  -    347,744.374 (meters)                     COMP
 RJ0323  NAD 83(2011) Y  - -4,372,485.170 (meters)                     COMP
 RJ0323  NAD 83(2011) Z  -  4,615,167.139 (meters)                     COMP
 RJ0323  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 RJ0323  DYNAMIC HEIGHT  -        211.358 (meters)      693.43  (feet) COMP
 RJ0323  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 RJ0323
 RJ0323  VERT ORDER      -  SECOND    CLASS 0
 RJ0323
 RJ0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0323  Standards:
 RJ0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0323  -------------------------------------------------------------------
 RJ0323  NETWORK    1.07   1.33           0.47   0.40   0.68      0.03218737
 RJ0323  -------------------------------------------------------------------
 RJ0323  Click here for local accuracies and other accuracy information.
 RJ0323
 RJ0323.The horizontal coordinates were established by GPS observations
 RJ0323.and adjusted by the National Geodetic Survey in June 2012.
 RJ0323
 RJ0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0323.been affixed to the stable North American tectonic plate. See 
 RJ0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0323
 RJ0323.The horizontal coordinates are valid at the epoch date displayed above
 RJ0323.which is a decimal equivalence of Year/Month/Day.
 RJ0323
 RJ0323.The orthometric height was determined by differential leveling and
 RJ0323.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0323.in June 1991.
 RJ0323
 RJ0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0323.GEOID18 height accuracy estimate available here.
 RJ0323
 RJ0323.Click photographs - Photos may exist for this station.
 RJ0323
 RJ0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0323
 RJ0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0323
 RJ0323.The ellipsoidal height was determined by GPS observations
 RJ0323.and is referenced to NAD 83.
 RJ0323
 RJ0323.The dynamic height is computed by dividing the NAVD 88
 RJ0323.geopotential number by the normal gravity value computed on the
 RJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0323.degrees latitude (g = 980.6199 gals.).
 RJ0323
 RJ0323.The modeled gravity was interpolated from observed gravity values.
 RJ0323
 RJ0323. The following values were computed from the NAD 83(2011) position.
 RJ0323
 RJ0323;                    North         East     Units Scale Factor Converg.
 RJ0323;SPC MI N     -   208,477.317 8,118,424.108   MT  0.99992292   +1 07 05.8
 RJ0323;SPC MI N     -   683,980.70 26,635,249.70   iFT  0.99992292   +1 07 05.8
 RJ0323;UTM  16      - 5,167,284.048   618,392.572   MT  0.99977229   +1 07 30.6
 RJ0323
 RJ0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0323!SPC MI N     -   0.99997254  x   0.99992292  =   0.99989546
 RJ0323!UTM  16      -   0.99997254  x   0.99977229  =   0.99974484
 RJ0323
 RJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1839267284(NAD 83)
 RJ0323
 RJ0323                          SUPERSEDED SURVEY CONTROL
 RJ0323
 RJ0323  NAD 83(2007)-  46 38 55.15601(N)    085 27 10.18637(W) AD(2002.00) B
 RJ0323  ELLIP H (05/16/11)  175.180  (m)                       GP(2002.00) 4 1
 RJ0323  NAVD 88             211.34   (m)          693.4    (f) LEVELING    3  
 RJ0323  NGVD 29 (??/??/92)  211.301  (m)          693.24   (f) ADJ UNCH    2 0
 RJ0323
 RJ0323.Superseded values are not recommended for survey control.
 RJ0323
 RJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0323.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0323
 RJ0323_MARKER: DB = BENCH MARK DISK
 RJ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0323_STAMPING: E 198 1964
 RJ0323_MARK LOGO: CGS
 RJ0323_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0323_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0323+STABILITY: SURFACE MOTION
 RJ0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0323+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2020
 RJ0323
 RJ0323  HISTORY     - Date     Condition        Report By
 RJ0323  HISTORY     - 1964     MONUMENTED       CGS
 RJ0323  HISTORY     - 20100504 GOOD             MIDT
 RJ0323  HISTORY     - 20101023 GOOD             MIDT
 RJ0323  HISTORY     - 20200720 GOOD             PROFLN
 RJ0323
 RJ0323                          STATION DESCRIPTION
 RJ0323
 RJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0323'12.8 MI SE FROM DEER PARK.
 RJ0323'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 417 FROM THE DEER PARK
 RJ0323'LODGE AT DEER PARK, THENCE 10.0 MILES EAST ALONG COUNTY ROADS
 RJ0323'410 AND 412, IN S 17, T 49 N, R 9 W, ABOUT 65 YARDS EAST OF THE
 RJ0323'CENTER OF THE JUNCTION OF COUNTY ROAD 414 LEADING EAST, ON THE
 RJ0323'INSIDE OF A CURVE AT A POINT WHERE COUNTY ROAD 412 TURNS
 RJ0323'NORTHEAST TO CRISP POINT AND LITTLE LAKE, 40 FEET SOUTHEAST
 RJ0323'OF THE CENTER LINE OF COUNTY ROAD 412, 44 FEET NORTH OF THE
 RJ0323'CENTER LINE OF COUNTY ROAD 414, 29 FEET EAST OF THE CENTER
 RJ0323'LINE OF A NARROW ROAD THAT CONNECTS THE TWO ROADS, 1.8 FEET
 RJ0323'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 RJ0323'COUNTY ROAD 412, AND SET IN THE TOP OF A CONCRETE POST
 RJ0323'PROJECTING 6 INCHES.
 RJ0323
 RJ0323                          STATION RECOVERY (2010)
 RJ0323
 RJ0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0323'RECOVERED AS DESCRIBED.
 RJ0323
 RJ0323                          STATION RECOVERY (2010)
 RJ0323
 RJ0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JGC)
 RJ0323'RECOVERED IN GOOD CONDITION.
 RJ0323
 RJ0323                          STATION RECOVERY (2020)
 RJ0323
 RJ0323'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0323'COUNTY ROAD NUMBERS HAVE CHANGED SINCE THE 1964 STATION DESCRIPTION.
 RJ0323'
 RJ0323'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF CR 414 AND CR 423, 62
 RJ0323'FT (18.9 M) NORTHEAST OF THE JUNCTION OF SAID ROADS, 40 FT (12.2 M)
 RJ0323'NORTH OF THE CENTER OF CR 414, 42 FT (12.8 M) SOUTHEAST OF THE CENTER
 RJ0323'OF CR 423, 4 FT (1.2 M) NORTHEAST OF THE NORTHEAST EDGE OF ROAD AT THE
 RJ0323'JUNCTION, N35E-103.5 FEET OF THE CENTER OF A METAL TELEPHONE SPLICE
 RJ0323'BOX LOCATED ON THE SOUTH SIDE OF CR 414, 1.8 FT (0.5 M) WEST OF THE
 RJ0323'BASE OF A BROKEN OFF METAL WITNESS POST THAT IS RECESSED 0.4 FT (12
 RJ0323'CM) BELOW GROUND AND S45W-5.0 FEET OF A CARSONITE WITNESS POST.  THE
 RJ0323'DISK IS SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER DOMED CONCRETE
 RJ0323'MONUMENT.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE WEST EDGE OF THE
 RJ0323'CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0552 ***********************************************************************
 RJ0552  DESIGNATION -  E 199
 RJ0552  PID         -  RJ0552
 RJ0552  STATE/COUNTY-  MI/LUCE
 RJ0552  COUNTRY     -  US
 RJ0552  USGS QUAD   -  GRAND MARAIS NE (2017)
 RJ0552
 RJ0552                         *CURRENT SURVEY CONTROL
 RJ0552  ______________________________________________________________________
 RJ0552* NAD 83(1986) POSITION- 46 40 41.83   (N) 085 47 48.51   (W)   HD_HELD1
 RJ0552* NAVD 88 ORTHO HEIGHT -   188.539 (meters)      618.57  (feet) ADJUSTED
 RJ0552  ______________________________________________________________________
 RJ0552  GEOID HEIGHT    -        -36.024 (meters)                     GEOID18
 RJ0552  DYNAMIC HEIGHT  -        188.557 (meters)      618.62  (feet) COMP
 RJ0552  MODELED GRAVITY -    980,704.9   (mgal)                       NAVD 88
 RJ0552
 RJ0552  VERT ORDER      -  SECOND    CLASS 0
 RJ0552
 RJ0552.The horizontal coordinates were determined by differentially corrected
 RJ0552.hand held GPS observations or other comparable positioning techniques
 RJ0552.and have an estimated accuracy of +/- 3 meters.
 RJ0552
 RJ0552.The orthometric height was determined by differential leveling and
 RJ0552.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0552.in June 1991.
 RJ0552
 RJ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0552.GEOID18 height accuracy estimate available here.
 RJ0552
 RJ0552.Click photographs - Photos may exist for this station.
 RJ0552
 RJ0552.The dynamic height is computed by dividing the NAVD 88
 RJ0552.geopotential number by the normal gravity value computed on the
 RJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0552.degrees latitude (g = 980.6199 gals.).
 RJ0552
 RJ0552.The modeled gravity was interpolated from observed gravity values.
 RJ0552
 RJ0552;                    North         East    Units  Estimated Accuracy
 RJ0552;SPC MI N     -   211,313.9   8,092,047.5     MT  (+/- 3 meters HH1 GPS) 
 RJ0552
 RJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9202070117(NAD 83)
 RJ0552
 RJ0552                          SUPERSEDED SURVEY CONTROL
 RJ0552
 RJ0552  NGVD 29 (??/??/92)  188.503  (m)          618.45   (f) ADJ UNCH    2 0
 RJ0552
 RJ0552.Superseded values are not recommended for survey control.
 RJ0552
 RJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0552.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0552
 RJ0552_MARKER: DB = BENCH MARK DISK
 RJ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0552_STAMPING: E 199 1964
 RJ0552_MARK LOGO: CGS
 RJ0552_PROJECTION: FLUSH
 RJ0552_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0552+STABILITY: SURFACE MOTION
 RJ0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0552+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2020
 RJ0552
 RJ0552  HISTORY     - Date     Condition        Report By
 RJ0552  HISTORY     - 1964     MONUMENTED       CGS
 RJ0552  HISTORY     - 20201003 GOOD             PROFLN
 RJ0552  HISTORY     - 20230928 MARK NOT FOUND   COLEM
 RJ0552
 RJ0552                          STATION DESCRIPTION
 RJ0552
 RJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0552'9.5 MI E FROM GRAND MARAIS.
 RJ0552'ABOUT 9.5 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0552'HIGH SCHOOL AT GRAND MARAIS, IN S 3, T 49 N, R 12 W, ABOUT
 RJ0552'0.8 MILE EAST OF THE JUNCTION OF A SAND ROAD LEADING NORTHWEST
 RJ0552'TO LAKE SUPERIOR, AT A FIRE BRAKE CROSSING, 37 FEET SOUTH OF
 RJ0552'THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER
 RJ0552'LINE OF THE FIRE BRAKE, 25 1/2 FEET NORTHWEST OF THE MOST
 RJ0552'EASTERLY OF THREE 24-INCH WHITE PINE TREES, 1.9 FEET NORTHEAST
 RJ0552'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RJ0552'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0552
 RJ0552                          STATION RECOVERY (2020)
 RJ0552
 RJ0552'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0552'THE MARK IS LOCATED 0.12 MI (0.19 KM) WESTERLY ALONG COUNTY ROAD 407
 RJ0552'FROM THE CROSSING OF THE BLIND SUCKER PATHWAY OF THE NORTH COUNTRY
 RJ0552'HIKING TRAIL, ALSO 0.72 MI (1.16 KM) EASTERLY ALONG CR 407 FROM THE
 RJ0552'CENTER OF SUPERIOR DUNES DRIVE LEADING TO THE NORTH (PAVED, PRIVATE
 RJ0552'GATED DRIVE), 33 FT (10.1 M) SOUTH OF THE CENTER OF CR 407, N40W-25.4
 RJ0552'FEET OF THE CENTER OF A 20 INCH (51 CM) RED PINE TREE, BEING THE
 RJ0552'EASTERLY MOST TREE OF THREE LARGE RED PINE TREES IN A FORMER TIMBER
 RJ0552'CLEAR CUT AREA THAT HAS BEEN REPLANTED, N10W-1.9 FEET OF THE BASE OF A
 RJ0552'BROKEN OFF METAL WITNESS POST THAT IS FLUSH WITH THE GROUND AND
 RJ0552'N10E-1.0 FEET OF A CARSONITE WITNESS POST.  THE DISK IS SET IN THE TOP
 RJ0552'OF A 12 INCH (30 CM) DIAMETER DOMED CONCRETE MONUMENT.  SET A 1/2 INCH
 RJ0552'(13 MM) REBAR ALONGSIDE THE NORTH EDGE OF THE CONCRETE MONUMENT.
 RJ0552
 RJ0552                          STATION RECOVERY (2023)
 RJ0552
 RJ0552'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2023 (AO)
 RJ0552'THIS MONUMENT STILL EXISTS BUT IT IS WITHIN THE ROADWAY OF THE
 RJ0552'PROPOSED CR 407 AND WILL BE 3-4 FT (0.9 M) BELOW THE PROPOSED ROADWAY
 RJ0552'ELEVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0280 ***********************************************************************
 QK0280  DESIGNATION -  E 200
 QK0280  PID         -  QK0280
 QK0280  STATE/COUNTY-  MI/MACKINAC
 QK0280  COUNTRY     -  US
 QK0280  USGS QUAD   -  MORAN (2017)
 QK0280
 QK0280                         *CURRENT SURVEY CONTROL
 QK0280  ______________________________________________________________________
 QK0280* NAD 83(1986) POSITION- 45 52 47.     (N) 084 50 00.     (W)   SCALED
 QK0280* NAVD 88 ORTHO HEIGHT -   219.829 (meters)      721.22  (feet) ADJUSTED
 QK0280  ______________________________________________________________________
 QK0280  GEOID HEIGHT    -        -35.221 (meters)                     GEOID18
 QK0280  DYNAMIC HEIGHT  -        219.840 (meters)      721.26  (feet) COMP
 QK0280  MODELED GRAVITY -    980,656.1   (mgal)                       NAVD 88
 QK0280
 QK0280  VERT ORDER      -  FIRST     CLASS 0
 QK0280
 QK0280.The horizontal coordinates were scaled from a map and have
 QK0280.an estimated accuracy of +/- 6 seconds.
 QK0280
 QK0280.The orthometric height was determined by differential leveling and
 QK0280.adjusted by the NATIONAL GEODETIC SURVEY
 QK0280.in June 1991.
 QK0280
 QK0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0280.GEOID18 height accuracy estimate available here.
 QK0280
 QK0280.Click photographs - Photos may exist for this station.
 QK0280
 QK0280.The dynamic height is computed by dividing the NAVD 88
 QK0280.geopotential number by the normal gravity value computed on the
 QK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0280.degrees latitude (g = 980.6199 gals.).
 QK0280
 QK0280.The modeled gravity was interpolated from observed gravity values.
 QK0280
 QK0280;                    North         East    Units  Estimated Accuracy
 QK0280;SPC MI N     -   124,160.    8,168,170.      MT  (+/- 180 meters Scaled)
 QK0280
 QK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR681829(NAD 83)
 QK0280
 QK0280                          SUPERSEDED SURVEY CONTROL
 QK0280
 QK0280  NGVD 29 (??/??/92)  219.874  (m)          721.37   (f) ADJ UNCH    1 0
 QK0280
 QK0280.Superseded values are not recommended for survey control.
 QK0280
 QK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0280.See file dsdata.pdf to determine how the superseded data were derived.
 QK0280
 QK0280_MARKER: DB = BENCH MARK DISK
 QK0280_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0280+WITH SETTING: INFORMATION.
 QK0280_STAMPING: E 200 1972
 QK0280_MARK LOGO: CGS
 QK0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0280+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2008
 QK0280
 QK0280  HISTORY     - Date     Condition        Report By
 QK0280  HISTORY     - 1972     MONUMENTED       NGS
 QK0280  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 QK0280  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0280  HISTORY     - 20080714 GOOD             MIDT
 QK0280
 QK0280                          STATION DESCRIPTION
 QK0280
 QK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0280'5.8 MI NW FROM ST IGNACE.
 QK0280'ABOUT 5.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0280'OVER I 75 AT ST IGNACE, ABOUT 0.9 MILE SOUTH OF THE INTERSECTION
 QK0280'OF CHEESMAN ROAD, IN SECTION 8, R 4 W, T 40 N, NEAR THE SOUTH
 QK0280'END OF A SMALL ROADSIDE PARK, 54 FEET WEST OF THE CENTER OF
 QK0280'THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY THRU PARK, 45 1/2 FEET
 QK0280'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY THRU PARK, 33 1/2 FEET
 QK0280'SOUTHEAST OF THE SOUTHEAST POST TO A POLE FENCE ALONG THE WEST
 QK0280'SIDE OF THE PARK, 6 FEET EAST OF A 6 INCH CYPRESS TREE, 0.6 FOOT
 QK0280'WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 QK0280'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QK0280'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QK0280'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROAD WAS
 QK0280'DRIVEN TO A DEPTH OF 3 1/2 FEET TO REFUSAL.  SECTION 8, T40N, R4W.
 QK0280
 QK0280                          STATION RECOVERY (1995)
 QK0280
 QK0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0280'MARK NOT FOUND.
 QK0280
 QK0280                          STATION RECOVERY (2001)
 QK0280
 QK0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0280
 QK0280                          STATION RECOVERY (2008)
 QK0280
 QK0280'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (KO)
 QK0280'SMALL ROADSIDE PARK HAS BEEN REMOVED.  A NEW ROADSIDE PARK IS FARTHER
 QK0280'WEST.
 QK0280'
 QK0280'MARK IS 1450 FEET SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CENTER OF
 QK0280'THE EASTERLY DRIVE OF THE ROADSIDE PARK, 100 FEET SOUTHEAST ALONG US-2
 QK0280'FROM THE CENTER OF A PRIVATE DRIVE WITH THE ADDRESS W1912, 920 FEET
 QK0280'NORTHWEST ALONG US-2 FROM THE CENTER OF THE DRIVE FOR THE HIAWATHA
 QK0280'NATIONAL FOREST ST. IGNACE RANGER STATION AND VISITORS CENTER, 75 FEET
 QK0280'SOUTHWEST OF CENTERLINE OF US-2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0395 ***********************************************************************
 RJ0395  DESIGNATION -  E 201
 RJ0395  PID         -  RJ0395
 RJ0395  STATE/COUNTY-  MI/MACKINAC
 RJ0395  COUNTRY     -  US
 RJ0395  USGS QUAD   -  EPOUFETTE (2017)
 RJ0395
 RJ0395                         *CURRENT SURVEY CONTROL
 RJ0395  ______________________________________________________________________
 RJ0395* NAD 83(1986) POSITION- 46 04 01.9    (N) 085 11 34.2    (W)   HD_HELD2
 RJ0395* NAVD 88 ORTHO HEIGHT -   205.151 (meters)      673.07  (feet) ADJUSTED
 RJ0395  ______________________________________________________________________
 RJ0395  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 RJ0395  DYNAMIC HEIGHT  -        205.164 (meters)      673.11  (feet) COMP
 RJ0395  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 RJ0395
 RJ0395  VERT ORDER      -  FIRST     CLASS 0
 RJ0395
 RJ0395.The horizontal coordinates were established by autonomous hand held GPS
 RJ0395.observations and have an estimated accuracy of +/- 10 meters.
 RJ0395
 RJ0395.The orthometric height was determined by differential leveling and
 RJ0395.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0395.in June 1991.
 RJ0395
 RJ0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0395.GEOID18 height accuracy estimate available here.
 RJ0395
 RJ0395.Click photographs - Photos may exist for this station.
 RJ0395
 RJ0395.The dynamic height is computed by dividing the NAVD 88
 RJ0395.geopotential number by the normal gravity value computed on the
 RJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0395.degrees latitude (g = 980.6199 gals.).
 RJ0395
 RJ0395.The modeled gravity was interpolated from observed gravity values.
 RJ0395
 RJ0395;                    North         East    Units  Estimated Accuracy
 RJ0395;SPC MI N     -   144,287.    8,139,795.      MT  (+/- 10 meters HH2 GPS)
 RJ0395
 RJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3976203100(NAD 83)
 RJ0395
 RJ0395                          SUPERSEDED SURVEY CONTROL
 RJ0395
 RJ0395  NGVD 29 (??/??/92)  205.191  (m)          673.20   (f) ADJ UNCH    1 0
 RJ0395
 RJ0395.Superseded values are not recommended for survey control.
 RJ0395
 RJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0395.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0395
 RJ0395_MARKER: DB = BENCH MARK DISK
 RJ0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0395_STAMPING: E 201 1972
 RJ0395_MARK LOGO: CGS
 RJ0395_PROJECTION: PROJECTING 9 CENTIMETERS
 RJ0395_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0395+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2017
 RJ0395
 RJ0395  HISTORY     - Date     Condition        Report By
 RJ0395  HISTORY     - 1972     MONUMENTED       NGS
 RJ0395  HISTORY     - 19950815 GOOD             USPSQD
 RJ0395  HISTORY     - 20010331 GOOD             NGS
 RJ0395  HISTORY     - 20060830 GOOD             USPSQD
 RJ0395  HISTORY     - 20170714 GOOD             MIDT
 RJ0395
 RJ0395                          STATION DESCRIPTION
 RJ0395
 RJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0395'8 MI NW FROM BREVORT.
 RJ0395'ABOUT 8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0395'LUTHERAN CHURCH AT BREVORT, ABOUT 0.95 MILE NORTHWEST OF THE
 RJ0395'JUNCTION OF PAQUIN CREEK ROAD (COUNTY ROAD 722) AND THE
 RJ0395'EPOUFETTE CEMETERY, AT THE SOUTHEAST END OF A SHORT 5-FOOT HIGH
 RJ0395'BANK BETWEEN TWO RAVINES, 68 FEET SOUTHWEST OF THE CENTER LINE
 RJ0395'OF THE HIGHWAY, 26 1/2 FEET EAST OF A GROUP OF WHITE BIRCH
 RJ0395'TREES, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET
 RJ0395'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 RJ0395'COPPER COATED STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE
 RJ0395'THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 RJ0395'WAS DRIVEN TO REFUSAL AT A DEPTH OF 13.5 FEET.  SECTION 4,
 RJ0395'T 42 N, R 7 W.
 RJ0395
 RJ0395                          STATION RECOVERY (1995)
 RJ0395
 RJ0395'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0395'RECOVERED IN GOOD CONDITION.
 RJ0395
 RJ0395                          STATION RECOVERY (2001)
 RJ0395
 RJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0395
 RJ0395                          STATION RECOVERY (2006)
 RJ0395
 RJ0395'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0395'RECOVERED IN GOOD CONDITION.
 RJ0395
 RJ0395                          STATION RECOVERY (2017)
 RJ0395
 RJ0395'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 RJ0395'THE MARK IS LOCATED APPROXIMATELY 0.89 MI (1.43 KM) NORTHWESTERLY
 RJ0395'ALONG US-2 FROM THE CENTERLINE OF PAQUIN CREEK ROAD (COUNTY ROAD 722),
 RJ0395'APPROXIMATELY 45 FT (13.7 M) NORTHWESTERLY OF THE CENTERLINE OF A
 RJ0395'TWO-TRACK DRIVE LEADING NORTH OFF US-2, 68 FT (20.7 M) SOUTHWEST OF
 RJ0395'THE CENTERLINE OF US-2 AND N60W-1.1 FEET OF A METAL WITNESS POST.  THE
 RJ0395'ROD AND DISK ARE ENCASED BY A 4 INCH DIAMETER METAL PIPE THAT PROJECTS
 RJ0395'0.3 FT (9 CM) ABOVE THE GROUND.  THE DISK IS 0.05 FT (2 CM) BELOW THE
 RJ0395'TOP OF THE PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0515 ***********************************************************************
 RJ0515  DESIGNATION -  E 202
 RJ0515  PID         -  RJ0515
 RJ0515  STATE/COUNTY-  MI/MACKINAC
 RJ0515  COUNTRY     -  US
 RJ0515  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0515
 RJ0515                         *CURRENT SURVEY CONTROL
 RJ0515  ______________________________________________________________________
 RJ0515* NAD 83(1986) POSITION- 46 06 02.2    (N) 085 48 33.1    (W)   HD_HELD2
 RJ0515* NAVD 88 ORTHO HEIGHT -   226.754 (meters)      743.94  (feet) ADJUSTED
 RJ0515  ______________________________________________________________________
 RJ0515  GEOID HEIGHT    -        -34.967 (meters)                     GEOID18
 RJ0515  DYNAMIC HEIGHT  -        226.766 (meters)      743.98  (feet) COMP
 RJ0515  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 RJ0515
 RJ0515  VERT ORDER      -  FIRST     CLASS 0
 RJ0515
 RJ0515.The horizontal coordinates were established by autonomous hand held GPS
 RJ0515.observations and have an estimated accuracy of +/- 10 meters.
 RJ0515
 RJ0515.The orthometric height was determined by differential leveling and
 RJ0515.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0515.in June 1991.
 RJ0515
 RJ0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0515.GEOID18 height accuracy estimate available here.
 RJ0515
 RJ0515.Click photographs - Photos may exist for this station.
 RJ0515
 RJ0515.The dynamic height is computed by dividing the NAVD 88
 RJ0515.geopotential number by the normal gravity value computed on the
 RJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0515.degrees latitude (g = 980.6199 gals.).
 RJ0515
 RJ0515.The modeled gravity was interpolated from observed gravity values.
 RJ0515
 RJ0515;                    North         East    Units  Estimated Accuracy
 RJ0515;SPC MI N     -   147,099.    8,092,064.      MT  (+/- 10 meters HH2 GPS)
 RJ0515
 RJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9203905915(NAD 83)
 RJ0515
 RJ0515                          SUPERSEDED SURVEY CONTROL
 RJ0515
 RJ0515  NGVD 29 (??/??/92)  226.72   (m)          743.8    (f) COMPUTED    1 0
 RJ0515
 RJ0515.Superseded values are not recommended for survey control.
 RJ0515
 RJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0515.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0515
 RJ0515_MARKER: DB = BENCH MARK DISK
 RJ0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0515_STAMPING: E 202 1972
 RJ0515_MARK LOGO: CGS
 RJ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0515
 RJ0515  HISTORY     - Date     Condition        Report By
 RJ0515  HISTORY     - 1972     MONUMENTED       NGS
 RJ0515  HISTORY     - 19950816 GOOD             USPSQD
 RJ0515  HISTORY     - 20021030 GOOD             MIDT
 RJ0515  HISTORY     - 20021111 GOOD             USPSQD
 RJ0515  HISTORY     - 20040416 GOOD             USPSQD
 RJ0515  HISTORY     - 20060915 POOR             USPSQD
 RJ0515  HISTORY     - 20130611 POOR             MIDT
 RJ0515
 RJ0515                          STATION DESCRIPTION
 RJ0515
 RJ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0515'5.7 MI W FROM GOULD CITY.
 RJ0515'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0515'OFFICE AT GOULD CITY, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY
 RJ0515'2, 118 FEET WEST OF THE CENTER LINE OF MILAKOKIA LAKE ROAD, 159
 RJ0515'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 5 1/2 FEET
 RJ0515'NORTH OF POWER LINE POLE 1832 (MOST NORTHERLY ONE OF TWO POLES),
 RJ0515'1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0515'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 RJ0515'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED
 RJ0515'IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL
 RJ0515'OF THE GROUND.  THE ROD WAS DRIVE TO REFUSAL AT A DEPTH OF 21
 RJ0515'FEET.  SEC 28, T 43 N, R 12 W.
 RJ0515
 RJ0515                          STATION RECOVERY (1995)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2002)
 RJ0515
 RJ0515'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0515'METAL WITNES POST IS GONE REPLACED WITH CARSONITE POST 1 FOOT SOUTH
 RJ0515
 RJ0515                          STATION RECOVERY (2002)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2004)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2006)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0515'ENCASEMENT PIPE WITH ROD AND DISK HAS BEEN TILTED ASKEW, PROBABLY BY
 RJ0515'HEAVY EQUIPMENT DURING CONSTRUCTION OF POWER LINE THROUGH THIS SITE.
 RJ0515
 RJ0515                          STATION RECOVERY (2013)
 RJ0515
 RJ0515'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (SNB)
 RJ0515'MARK FOUND DAMAGED. ROD, DISK, AND PIPE ENCASING MARK WERE BENT TO THE
 RJ0515'WEST.  METAL WITNESS POST FOUND BROKEN OFF.  DUG AROUND MARK AND
 RJ0515'REMOVED 6 INCH I.D. PIPE (18 INCHES LONG).  BENCH MARK ROD BENT
 RJ0515'APPROXIMATELY 0.5 FEET BELOW DISK.  STRAIGHTENED ROD AS BEST AS
 RJ0515'POSSIBLE AND RE-SET PIPE AROUND MARK.  DISK IN GOOD CONDITION.
 RJ0515'*USE WITH CAUTION*
 RJ0515'
 RJ0515'STATION IS LOCATED IN A CLEARING OF THREE EAST-WEST POWER LINES, 7
 RJ0515'FEET NORTH OF MIDDLE OVERHEAD POWER LINE, N10W-6.6 FEET OF FACE OF
 RJ0515'POWER POLE CS4/55 (ALSO 1832 ON POLE), AND NORTH-0.5 FEET OF A
 RJ0515'CARSONITE WITNESS POST.
 RJ0515'
 RJ0515'MARK IS ENCASED BY A 6 INCH I.D. PIPE, 0.5 FEET ABOVE THE GROUND.
 RJ0515'THE DISK IS 0.1 FEET BELOW THE TOP OF THE PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0038 ***********************************************************************
 QL0038  DESIGNATION -  E 203
 QL0038  PID         -  QL0038
 QL0038  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0038  COUNTRY     -  US
 QL0038  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0038
 QL0038                         *CURRENT SURVEY CONTROL
 QL0038  ______________________________________________________________________
 QL0038* NAD 83(1986) POSITION- 45 58 07.     (N) 086 09 29.     (W)   SCALED
 QL0038* NAVD 88 ORTHO HEIGHT -   200.114 (meters)      656.54  (feet) ADJUSTED
 QL0038  ______________________________________________________________________
 QL0038  GEOID HEIGHT    -        -35.350 (meters)                     GEOID18
 QL0038  DYNAMIC HEIGHT  -        200.121 (meters)      656.56  (feet) COMP
 QL0038  MODELED GRAVITY -    980,643.6   (mgal)                       NAVD 88
 QL0038
 QL0038  VERT ORDER      -  FIRST     CLASS 0
 QL0038
 QL0038.The horizontal coordinates were scaled from a map and have
 QL0038.an estimated accuracy of +/- 6 seconds.
 QL0038
 QL0038.The orthometric height was determined by differential leveling and
 QL0038.adjusted by the NATIONAL GEODETIC SURVEY
 QL0038.in June 1991.
 QL0038
 QL0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0038.GEOID18 height accuracy estimate available here.
 QL0038
 QL0038.Click photographs - Photos may exist for this station.
 QL0038
 QL0038.The dynamic height is computed by dividing the NAVD 88
 QL0038.geopotential number by the normal gravity value computed on the
 QL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0038.degrees latitude (g = 980.6199 gals.).
 QL0038
 QL0038.The modeled gravity was interpolated from observed gravity values.
 QL0038
 QL0038;                    North         East    Units  Estimated Accuracy
 QL0038;SPC MI N     -   132,080.    8,065,250.      MT  (+/- 180 meters Scaled)
 QL0038
 QL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER652909(NAD 83)
 QL0038
 QL0038                          SUPERSEDED SURVEY CONTROL
 QL0038
 QL0038  NGVD 29 (??/??/92)  200.147  (m)          656.65   (f) ADJ UNCH    1 0
 QL0038
 QL0038.Superseded values are not recommended for survey control.
 QL0038
 QL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0038.See file dsdata.pdf to determine how the superseded data were derived.
 QL0038
 QL0038_MARKER: DB = BENCH MARK DISK
 QL0038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0038_STAMPING: E 203 1972
 QL0038_MARK LOGO: CGS
 QL0038_PROJECTION: FLUSH
 QL0038_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0038+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0038
 QL0038  HISTORY     - Date     Condition        Report By
 QL0038  HISTORY     - 1972     MONUMENTED       NGS
 QL0038  HISTORY     - 1978     GOOD             MIDH
 QL0038  HISTORY     - 20010911 GOOD             MIDT
 QL0038  HISTORY     - 20040416 GOOD             USPSQD
 QL0038  HISTORY     - 20060918 GOOD             USPSQD
 QL0038
 QL0038                          STATION DESCRIPTION
 QL0038
 QL0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0038'5.4 MI E FROM MANISTIQUE.
 QL0038'ABOUT 5.35 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0038'AT MANISTIQUE, AT THE WEST END OF A CURVE IN THE HIGHWAY, 78
 QL0038'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND THE JUNCTION
 QL0038'OF A GRAVEL ROAD LEADING NORTH, 38 FEET SOUTH OF THE WEST END
 QL0038'OF THE SOUTH CONCRETE HEADWALL FOR A PIPE CULVERT, 7 FEET SOUTH
 QL0038'OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 QL0038'MARKER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW
 QL0038'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 QL0038'COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND
 QL0038'AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE
 QL0038'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16
 QL0038'FEET.  SECTION 3,2,10,11, T 41N, R 15W
 QL0038
 QL0038                          STATION RECOVERY (1978)
 QL0038
 QL0038'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0038'RECOVERED IN GOOD CONDITION.
 QL0038
 QL0038                          STATION RECOVERY (2001)
 QL0038
 QL0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0038'RECOVERED IN GOOD CONDITION.
 QL0038
 QL0038                          STATION RECOVERY (2004)
 QL0038
 QL0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0038'RECOVERED IN GOOD CONDITION.
 QL0038
 QL0038                          STATION RECOVERY (2006)
 QL0038
 QL0038'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0104 ***********************************************************************
 QL0104  DESIGNATION -  E 204
 QL0104  PID         -  QL0104
 QL0104  STATE/COUNTY-  MI/DELTA
 QL0104  COUNTRY     -  US
 QL0104  USGS QUAD   -  SAINT JACQUES (2017)
 QL0104
 QL0104                         *CURRENT SURVEY CONTROL
 QL0104  ______________________________________________________________________
 QL0104* NAD 83(1986) POSITION- 45 53 21.     (N) 086 38 14.     (W)   SCALED
 QL0104* NAVD 88 ORTHO HEIGHT -   192.150 (meters)      630.41  (feet) ADJUSTED
 QL0104  ______________________________________________________________________
 QL0104  GEOID HEIGHT    -        -35.653 (meters)                     GEOID18
 QL0104  DYNAMIC HEIGHT  -        192.152 (meters)      630.42  (feet) COMP
 QL0104  MODELED GRAVITY -    980,619.3   (mgal)                       NAVD 88
 QL0104
 QL0104  VERT ORDER      -  FIRST     CLASS 0
 QL0104
 QL0104.The horizontal coordinates were scaled from a map and have
 QL0104.an estimated accuracy of +/- 6 seconds.
 QL0104
 QL0104.The orthometric height was determined by differential leveling and
 QL0104.adjusted by the NATIONAL GEODETIC SURVEY
 QL0104.in June 1991.
 QL0104
 QL0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0104.GEOID18 height accuracy estimate available here.
 QL0104
 QL0104.Click photographs - Photos may exist for this station.
 QL0104
 QL0104.The dynamic height is computed by dividing the NAVD 88
 QL0104.geopotential number by the normal gravity value computed on the
 QL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0104.degrees latitude (g = 980.6199 gals.).
 QL0104
 QL0104.The modeled gravity was interpolated from observed gravity values.
 QL0104
 QL0104;                    North         East    Units  Estimated Accuracy
 QL0104;SPC MI N     -   122,970.    8,028,160.      MT  (+/- 180 meters Scaled)
 QL0104
 QL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER281817(NAD 83)
 QL0104
 QL0104                          SUPERSEDED SURVEY CONTROL
 QL0104
 QL0104  NGVD 29 (??/??/92)  192.13   (m)          630.3    (f) COMPUTED    1 0
 QL0104
 QL0104.Superseded values are not recommended for survey control.
 QL0104
 QL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0104.See file dsdata.pdf to determine how the superseded data were derived.
 QL0104
 QL0104_MARKER: DB = BENCH MARK DISK
 QL0104_SETTING: 66 = SET IN ROCK OUTCROP
 QL0104_STAMPING: E 204 1972
 QL0104_MARK LOGO: CGS
 QL0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0104+STABILITY: POSITION/ELEVATION WELL
 QL0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0104+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0104
 QL0104  HISTORY     - Date     Condition        Report By
 QL0104  HISTORY     - 1972     MONUMENTED       NGS
 QL0104  HISTORY     - 20020401 GOOD             MIDT
 QL0104  HISTORY     - 20050201 GOOD             MIDT
 QL0104  HISTORY     - 20060918 GOOD             USPSQD
 QL0104
 QL0104                          STATION DESCRIPTION
 QL0104
 QL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0104'8.4 MI W FROM COOKS.
 QL0104'ABOUT 8.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0104'COUNTY ROAD 442 AT COOKS, 0.1 MILE WEST OF THE INTERSECTION OF
 QL0104'GRAVEL ROAD, ABOUT 200 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 QL0104'FROM A SMALL ROCK QUARRY, 85 1/2 FEET EAST OF POWER POLE N
 QL0104'59-35-150 THAT IS BRACED BY GUY WIRES, 43.6 FEET NORTH OF THE
 QL0104'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LEDGE OF ROCK
 QL0104'ALONG THE SOUTH SIDE OF A ROCK CUT, 2 FEET ABOVE THE LEVEL OF THE
 QL0104'DITCH AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 3,
 QL0104'T 40 N, R 19 W.
 QL0104
 QL0104                          STATION RECOVERY (2002)
 QL0104
 QL0104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0104'RECOVERED IN GOOD CONDITION.
 QL0104
 QL0104                          STATION RECOVERY (2005)
 QL0104
 QL0104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0104'RECOVERED IN GOOD CONDITION.
 QL0104
 QL0104                          STATION RECOVERY (2006)
 QL0104
 QL0104'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0196 ***********************************************************************
 QL0196  DESIGNATION -  E 205
 QL0196  PID         -  QL0196
 QL0196  STATE/COUNTY-  MI/DELTA
 QL0196  COUNTRY     -  US
 QL0196  USGS QUAD   -  GLADSTONE (2017)
 QL0196
 QL0196                         *CURRENT SURVEY CONTROL
 QL0196  ______________________________________________________________________
 QL0196* NAD 83(1986) POSITION- 45 48 38.     (N) 087 03 34.     (W)   SCALED
 QL0196* NAVD 88 ORTHO HEIGHT -   184.269 (meters)      604.56  (feet) ADJUSTED
 QL0196  ______________________________________________________________________
 QL0196  GEOID HEIGHT    -        -35.649 (meters)                     GEOID18
 QL0196  DYNAMIC HEIGHT  -        184.270 (meters)      604.56  (feet) COMP
 QL0196  MODELED GRAVITY -    980,615.1   (mgal)                       NAVD 88
 QL0196
 QL0196  VERT ORDER      -  FIRST     CLASS 0
 QL0196
 QL0196.The horizontal coordinates were scaled from a map and have
 QL0196.an estimated accuracy of +/- 6 seconds.
 QL0196
 QL0196.The orthometric height was determined by differential leveling and
 QL0196.adjusted by the NATIONAL GEODETIC SURVEY
 QL0196.in June 1991.
 QL0196
 QL0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0196.GEOID18 height accuracy estimate available here.
 QL0196
 QL0196.Click photographs - Photos may exist for this station.
 QL0196
 QL0196.The dynamic height is computed by dividing the NAVD 88
 QL0196.geopotential number by the normal gravity value computed on the
 QL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0196.degrees latitude (g = 980.6199 gals.).
 QL0196
 QL0196.The modeled gravity was interpolated from observed gravity values.
 QL0196
 QL0196;                    North         East    Units  Estimated Accuracy
 QL0196;SPC MI N     -   114,170.    7,995,380.      MT  (+/- 180 meters Scaled)
 QL0196
 QL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR953730(NAD 83)
 QL0196
 QL0196                          SUPERSEDED SURVEY CONTROL
 QL0196
 QL0196  NGVD 29 (??/??/92)  184.28   (m)          604.6    (f) COMPUTED    1 0
 QL0196
 QL0196.Superseded values are not recommended for survey control.
 QL0196
 QL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0196.See file dsdata.pdf to determine how the superseded data were derived.
 QL0196
 QL0196_MARKER: DB = BENCH MARK DISK
 QL0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0196_STAMPING: E 205 1972
 QL0196_MARK LOGO: CGS
 QL0196_PROJECTION: FLUSH
 QL0196_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0196+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 QL0196
 QL0196  HISTORY     - Date     Condition        Report By
 QL0196  HISTORY     - 1972     MONUMENTED       NGS
 QL0196  HISTORY     - 20010813 GOOD             MIDT
 QL0196  HISTORY     - 20020614 GOOD             JCLS
 QL0196  HISTORY     - 20041101 GOOD             USPSQD
 QL0196  HISTORY     - 20060918 GOOD             USPSQD
 QL0196  HISTORY     - 20080425 GOOD             JCLS
 QL0196
 QL0196                          STATION DESCRIPTION
 QL0196
 QL0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0196'2.8 MI SW FROM GLADSTONE.
 QL0196'ABOUT 2.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0196'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0196'RAILROAD FROM THE STATION AT GLADSTONE, 60 1/2 FEET NORTHWEST
 QL0196'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAYS, 27.6
 QL0196'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE M, ST P AND S STE
 QL0196'M RAILROAD, 79.5 FEET SOUTHWEST OF THE SOUTHEAST END OF A 30
 QL0196'INCH IRON CULVERT UNDER THE TRACK AT MILEAGE 339.86, 81 FEET
 QL0196'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE HEADWALL FOR A
 QL0196'PIPE CULVERT UNDER THE HIGHWAY, 9 1/2 FEET NORTHEAST OF A
 QL0196'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 0.6 FOOT SOUTHWEST
 QL0196'OF A METAL WITNESS POST, IN LINE WITH A ROW OF POLES, 0.6 FOOT
 QL0196'SOUTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 QL0196'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QL0196'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 QL0196'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0196'WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 6, T 39 N, R 22 W.
 QL0196
 QL0196                          STATION RECOVERY (2001)
 QL0196
 QL0196'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (HHH)
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2002)
 QL0196
 QL0196'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2004)
 QL0196
 QL0196'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2006)
 QL0196
 QL0196'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2008)
 QL0196
 QL0196'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 QL0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0495 ***********************************************************************
 RJ0495  DESIGNATION -  E 206
 RJ0495  PID         -  RJ0495
 RJ0495  STATE/COUNTY-  MI/MACKINAC
 RJ0495  COUNTRY     -  US
 RJ0495  USGS QUAD   -  ENGADINE (2017)
 RJ0495
 RJ0495                         *CURRENT SURVEY CONTROL
 RJ0495  ______________________________________________________________________
 RJ0495* NAD 83(2011) POSITION- 46 06 03.37901(N) 085 33 18.56335(W)   NO CHECK
 RJ0495* NAD 83(2011) ELLIP HT-   158.674 (meters)        (06/27/12)   NO CHECK
 RJ0495* NAD 83(2011) EPOCH   -  2010.00
 RJ0495* NAVD 88 ORTHO HEIGHT -   193.647 (meters)      635.32  (feet) ADJUSTED
 RJ0495  ______________________________________________________________________
 RJ0495  GEOID HEIGHT    -        -34.978 (meters)                     GEOID18
 RJ0495  NAD 83(2011) X  -    343,349.512 (meters)                     COMP
 RJ0495  NAD 83(2011) Y  - -4,417,027.870 (meters)                     COMP
 RJ0495  NAD 83(2011) Z  -  4,573,148.523 (meters)                     COMP
 RJ0495  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 RJ0495  DYNAMIC HEIGHT  -        193.658 (meters)      635.36  (feet) COMP
 RJ0495  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 RJ0495
 RJ0495  VERT ORDER      -  FIRST     CLASS 0
 RJ0495
 RJ0495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0495  Standards:
 RJ0495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0495  -------------------------------------------------------------------
 RJ0495  NETWORK    1.63   2.69           0.72   0.60   1.37     -0.04632746
 RJ0495  -------------------------------------------------------------------
 RJ0495  Click here for local accuracies and other accuracy information.
 RJ0495
 RJ0495.The horizontal coordinates were established by GPS observations
 RJ0495.and adjusted by the National Geodetic Survey in June 2012.
 RJ0495
 RJ0495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0495.been affixed to the stable North American tectonic plate. See 
 RJ0495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0495
 RJ0495.The horizontal coordinates are valid at the epoch date displayed above
 RJ0495.which is a decimal equivalence of Year/Month/Day.
 RJ0495
 RJ0495.No horizontal observational check was made to the station.
 RJ0495
 RJ0495.The orthometric height was determined by differential leveling and
 RJ0495.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0495.in June 1991.
 RJ0495
 RJ0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0495.GEOID18 height accuracy estimate available here.
 RJ0495
 RJ0495.Click photographs - Photos may exist for this station.
 RJ0495
 RJ0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0495
 RJ0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0495
 RJ0495.The ellipsoidal height was determined by GPS observations
 RJ0495.and is referenced to NAD 83.
 RJ0495
 RJ0495.The dynamic height is computed by dividing the NAVD 88
 RJ0495.geopotential number by the normal gravity value computed on the
 RJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0495.degrees latitude (g = 980.6199 gals.).
 RJ0495
 RJ0495.The modeled gravity was interpolated from observed gravity values.
 RJ0495
 RJ0495. The following values were computed from the NAD 83(2011) position.
 RJ0495
 RJ0495;                    North         East     Units Scale Factor Converg.
 RJ0495;SPC MI N     -   147,461.879 8,111,702.187   MT  0.99990799   +1 02 39.5
 RJ0495;SPC MI N     -   483,798.82 26,613,196.15   iFT  0.99990799   +1 02 39.5
 RJ0495;UTM  16      - 5,106,277.259   611,673.527   MT  0.99975331   +1 02 28.3
 RJ0495
 RJ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0495!SPC MI N     -   0.99997513  x   0.99990799  =   0.99988312
 RJ0495!UTM  16      -   0.99997513  x   0.99975331  =   0.99972844
 RJ0495
 RJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1167306277(NAD 83)
 RJ0495
 RJ0495                          SUPERSEDED SURVEY CONTROL
 RJ0495
 RJ0495  NAD 83(2007)-  46 06 03.37921(N)    085 33 18.56425(W) AD(2002.00) 1
 RJ0495  ELLIP H (05/16/11)  158.675  (m)                       GP(2002.00) 4 1
 RJ0495  NAVD 88             193.65   (m)          635.3    (f) LEVELING    3  
 RJ0495  NGVD 29 (??/??/92)  193.686  (m)          635.45   (f) ADJ UNCH    1 0
 RJ0495
 RJ0495.Superseded values are not recommended for survey control.
 RJ0495
 RJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0495.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0495
 RJ0495_MARKER: DB = BENCH MARK DISK
 RJ0495_SETTING: 80 = SET IN A BOULDER
 RJ0495_STAMPING: E 206 1972
 RJ0495_MARK LOGO: CGS
 RJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0495+STABILITY: SURFACE MOTION
 RJ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0495+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2011
 RJ0495
 RJ0495  HISTORY     - Date     Condition        Report By
 RJ0495  HISTORY     - 1972     MONUMENTED       NGS
 RJ0495  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0495  HISTORY     - 19991020 GOOD             MIDT
 RJ0495  HISTORY     - 20021111 GOOD             USPSQD
 RJ0495  HISTORY     - 20040417 GOOD             USPSQD
 RJ0495  HISTORY     - 20060915 GOOD             USPSQD
 RJ0495  HISTORY     - 20090813 GOOD             MIDT
 RJ0495  HISTORY     - 20110402 GOOD             MIDT
 RJ0495
 RJ0495                          STATION DESCRIPTION
 RJ0495
 RJ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0495'5 MI W FROM NAUBINWAY.
 RJ0495'ABOUT 5.05 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0495'CHURCH AT NAUBINWAY, ABOUT 0.75 MILE EAST OF THE JUNCTION OF
 RJ0495'STATE HIGHWAY 117 LEADING NORTH, NEAR THE EAST END OF A GROUP
 RJ0495'OF EXPOSED BOULDERS, SET IN THE TOP OF AN EMBEDDED BOULDER THAT
 RJ0495'IS ABOUT 12 FEET LONG- 9 FEET WIDE AND PROJECTS 2 FEET ON THE
 RJ0495'WEST SIDE, 43 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0495'1.2 FEET EAST OF THE WEST END OF THE BOULDER AND ABOUT LEVEL
 RJ0495'WITH THE HIGHWAY.
 RJ0495
 RJ0495                          STATION RECOVERY (1995)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0495'MARK NOT FOUND.
 RJ0495
 RJ0495                          STATION RECOVERY (1999)
 RJ0495
 RJ0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0495'0.79 MILES EASTERLY ALONG US-2 FROM THE INTERSECTION OF M-117, 90 FEET
 RJ0495'EAST OF THE EXTENSION OF CENTERLINE OF PRIVATE DRIVE TO THE SOUTH,
 RJ0495'44.5 FEET NORTH OF EXISTING CENTERLINE OF US-2 AND 5.6 FEET SOUTH OF A
 RJ0495'FIBERGLASS WITNESS POST.
 RJ0495
 RJ0495                          STATION RECOVERY (2002)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0495'RECOVERED IN GOOD CONDITION.
 RJ0495
 RJ0495                          STATION RECOVERY (2004)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0495'RECOVERED IN GOOD CONDITION.
 RJ0495
 RJ0495                          STATION RECOVERY (2006)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0495'RECOVERED IN GOOD CONDITION.
 RJ0495
 RJ0495                          STATION RECOVERY (2009)
 RJ0495
 RJ0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RJ0495'RECOVERED AS DESCRIBED.
 RJ0495
 RJ0495                          STATION RECOVERY (2011)
 RJ0495
 RJ0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (LEW)
 RJ0495'SET CARSONITE WITNESS POST (GROUTED INTO BOULDER) - S75E - 1.0 FEET OF
 RJ0495'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0234 ***********************************************************************
 QL0234  DESIGNATION -  E 207
 QL0234  PID         -  QL0234
 QL0234  STATE/COUNTY-  MI/DELTA
 QL0234  COUNTRY     -  US
 QL0234  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0234
 QL0234                         *CURRENT SURVEY CONTROL
 QL0234  ______________________________________________________________________
 QL0234* NAD 83(1986) POSITION- 45 36 16.     (N) 087 13 21.     (W)   SCALED
 QL0234* NAVD 88 ORTHO HEIGHT -   179.869 (meters)      590.12  (feet) ADJUSTED
 QL0234  ______________________________________________________________________
 QL0234  GEOID HEIGHT    -        -36.158 (meters)                     GEOID18
 QL0234  DYNAMIC HEIGHT  -        179.864 (meters)      590.10  (feet) COMP
 QL0234  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 QL0234
 QL0234  VERT ORDER      -  FIRST     CLASS 0
 QL0234
 QL0234.The horizontal coordinates were scaled from a map and have
 QL0234.an estimated accuracy of +/- 6 seconds.
 QL0234
 QL0234.The orthometric height was determined by differential leveling and
 QL0234.adjusted by the NATIONAL GEODETIC SURVEY
 QL0234.in June 1991.
 QL0234
 QL0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0234.GEOID18 height accuracy estimate available here.
 QL0234
 QL0234.Click photographs - Photos may exist for this station.
 QL0234
 QL0234.The dynamic height is computed by dividing the NAVD 88
 QL0234.geopotential number by the normal gravity value computed on the
 QL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0234.degrees latitude (g = 980.6199 gals.).
 QL0234
 QL0234.The modeled gravity was interpolated from observed gravity values.
 QL0234
 QL0234;                    North         East    Units  Estimated Accuracy
 QL0234;SPC MI N     -    91,290.    7,982,640.      MT  (+/- 180 meters Scaled)
 QL0234
 QL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR826501(NAD 83)
 QL0234
 QL0234                          SUPERSEDED SURVEY CONTROL
 QL0234
 QL0234.No superseded survey control is available for this station.
 QL0234
 QL0234_MARKER: DB = BENCH MARK DISK
 QL0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QL0234_SP_SET: BOX CULVERT HEADWALL
 QL0234_STAMPING: E 207 1972
 QL0234_MARK LOGO: CGS
 QL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0234+STABILITY: SURFACE MOTION
 QL0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0234+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0234
 QL0234  HISTORY     - Date     Condition        Report By
 QL0234  HISTORY     - 1972     MONUMENTED       NGS
 QL0234  HISTORY     - 19910620 GOOD             USPSQD
 QL0234  HISTORY     - 19960919 GOOD             USPSQD
 QL0234  HISTORY     - 20011025 GOOD             USPSQD
 QL0234  HISTORY     - 20030411 GOOD             USPSQD
 QL0234  HISTORY     - 20040913 GOOD             DAVWAN
 QL0234  HISTORY     - 20060406 GOOD             USPSQD
 QL0234
 QL0234                          STATION DESCRIPTION
 QL0234
 QL0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0234'13.1 MI SW FROM ESCANABA.
 QL0234'ABOUT 13.1 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0234'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.7 MILE
 QL0234'NORTHEAST OF THE INTERSECTION OF COUNTY ROAD 535, SET IN THE
 QL0234'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 10 FOOT
 QL0234'CONCRETE BOX CULVERT FOR A SMALL STREAM, 30 FEET SOUTHEAST OF
 QL0234'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST
 QL0234'END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0234'SECTION 13, T37N, R24W.
 QL0234
 QL0234                          STATION RECOVERY (1991)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (1996)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2001)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2003)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2004)
 QL0234
 QL0234'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2006)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0325 ***********************************************************************
 QL0325  DESIGNATION -  E 208
 QL0325  PID         -  QL0325
 QL0325  STATE/COUNTY-  MI/MENOMINEE
 QL0325  COUNTRY     -  US
 QL0325  USGS QUAD   -  BIRCH CREEK (2017)
 QL0325
 QL0325                         *CURRENT SURVEY CONTROL
 QL0325  ______________________________________________________________________
 QL0325* NAD 83(1986) POSITION- 45 11 16.     (N) 087 33 25.     (W)   SCALED
 QL0325* NAVD 88 ORTHO HEIGHT -   178.099 (meters)      584.31  (feet) ADJUSTED
 QL0325  ______________________________________________________________________
 QL0325  GEOID HEIGHT    -        -37.048 (meters)                     GEOID18
 QL0325  DYNAMIC HEIGHT  -        178.082 (meters)      584.26  (feet) COMP
 QL0325  MODELED GRAVITY -    980,518.4   (mgal)                       NAVD 88
 QL0325
 QL0325  VERT ORDER      -  FIRST     CLASS 0
 QL0325
 QL0325.The horizontal coordinates were scaled from a map and have
 QL0325.an estimated accuracy of +/- 6 seconds.
 QL0325
 QL0325.The orthometric height was determined by differential leveling and
 QL0325.adjusted by the NATIONAL GEODETIC SURVEY
 QL0325.in June 1991.
 QL0325
 QL0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0325.GEOID18 height accuracy estimate available here.
 QL0325
 QL0325.Click photographs - Photos may exist for this station.
 QL0325
 QL0325.The dynamic height is computed by dividing the NAVD 88
 QL0325.geopotential number by the normal gravity value computed on the
 QL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0325.degrees latitude (g = 980.6199 gals.).
 QL0325
 QL0325.The modeled gravity was interpolated from observed gravity values.
 QL0325
 QL0325;                    North         East    Units  Estimated Accuracy
 QL0325;SPC MI N     -    45,110.    7,956,230.      MT  (+/- 180 meters Scaled)
 QL0325
 QL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR562039(NAD 83)
 QL0325
 QL0325                          SUPERSEDED SURVEY CONTROL
 QL0325
 QL0325  NGVD 29 (??/??/92)  178.06   (m)          584.2    (f) COMPUTED    1 0
 QL0325
 QL0325.Superseded values are not recommended for survey control.
 QL0325
 QL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0325.See file dsdata.pdf to determine how the superseded data were derived.
 QL0325
 QL0325_MARKER: DB = BENCH MARK DISK
 QL0325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0325_STAMPING: E 208 1972
 QL0325_MARK LOGO: CGS
 QL0325_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0325+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 QL0325
 QL0325  HISTORY     - Date     Condition        Report By
 QL0325  HISTORY     - 1972     MONUMENTED       NGS
 QL0325  HISTORY     - 1990     GOOD             USPSQD
 QL0325  HISTORY     - 19910816 GOOD             USPSQD
 QL0325  HISTORY     - 19940426 GOOD             MIDT
 QL0325  HISTORY     - 20020601 GOOD             USPSQD
 QL0325  HISTORY     - 20030605 GOOD             USPSQD
 QL0325  HISTORY     - 20040817 GOOD             WILCOX
 QL0325  HISTORY     - 20060409 GOOD             USPSQD
 QL0325
 QL0325                          STATION DESCRIPTION
 QL0325
 QL0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0325'4.8 MI NE FROM MENOMINEE.
 QL0325'ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0325'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.1 MILE
 QL0325'NORTHEAST OF THE JUNCTION OF TWIN CREEK ROAD, AT THE JUNCTION
 QL0325'OF A DRIVEWAY LEADING TO THE DAVIS MARKET, 59 FEET NORTHWEST
 QL0325'OF THE CENTER LINE OF THE HIGHWAY, 95 FEET EAST OF THE EAST
 QL0325'CORNER OF THE CONCRETE BLOCK MARKET BUILDING, 27 FEET NORTH OF
 QL0325'THE CENTER LINE OF DRIVEWAY, 9 1/2 FEET NORTHEAST OF POWER
 QL0325'POLE 3226-6R33-2-95, 0.6 FOOT SOUTHEAST OF A METAL WITNESS
 QL0325'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 QL0325'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 QL0325'INCH METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE
 QL0325'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FEET.
 QL0325'SECTION 6, T 32 N, R 26 W.
 QL0325
 QL0325                          STATION RECOVERY (1990)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (1991)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (1994)
 QL0325
 QL0325'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0325'RECOVERED AS DESCRIBED.
 QL0325
 QL0325                          STATION RECOVERY (2002)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (2003)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWB)
 QL0325'THE FORMER DAVIS MARKET IS NOW A PRIVATE RESIDENCE, LIGHT GRAY IN
 QL0325'COLOR, WITH AN ATTACHED FLAT ROOFED GARAGE.
 QL0325
 QL0325                          STATION RECOVERY (2004)
 QL0325
 QL0325'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (2006)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0869 ***********************************************************************
 MC0869  DESIGNATION -  E 234
 MC0869  PID         -  MC0869
 MC0869  STATE/COUNTY-  MI/MONROE
 MC0869  COUNTRY     -  US
 MC0869  USGS QUAD   -  STONY POINT (2017)
 MC0869
 MC0869                         *CURRENT SURVEY CONTROL
 MC0869  ______________________________________________________________________
 MC0869* NAD 83(2011) POSITION- 41 58 13.98258(N) 083 17 19.20902(W)   ADJUSTED
 MC0869* NAD 83(2011) ELLIP HT-   143.692 (meters)        (12/02/25)   ADJUSTED
 MC0869* NAD 83(2011) EPOCH   -  2010.00
 MC0869* NAVD 88 ORTHO HEIGHT -   178.897 (meters)      586.93  (feet) ADJUSTED
 MC0869  ______________________________________________________________________
 MC0869  GEOID HEIGHT    -        -35.180 (meters)                     GEOID18
 MC0869  NAD 83(2011) X  -    555,036.418 (meters)                     COMP
 MC0869  NAD 83(2011) Y  - -4,716,749.652 (meters)                     COMP
 MC0869  NAD 83(2011) Z  -  4,243,268.526 (meters)                     COMP
 MC0869  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 MC0869  DYNAMIC HEIGHT  -        178.834 (meters)      586.72  (feet) COMP
 MC0869  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 MC0869
 MC0869  VERT ORDER      -  FIRST     CLASS II
 MC0869
 MC0869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MC0869  Standards:
 MC0869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MC0869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MC0869  -------------------------------------------------------------------
 MC0869  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.00718248
 MC0869  -------------------------------------------------------------------
 MC0869  Click here for local accuracies and other accuracy information.
 MC0869
 MC0869.The horizontal coordinates were established by GPS observations
 MC0869.and adjusted by the National Geodetic Survey in December 2025.
 MC0869
 MC0869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MC0869.been affixed to the stable North American tectonic plate. See 
 MC0869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MC0869
 MC0869.The horizontal coordinates are valid at the epoch date displayed above
 MC0869.which is a decimal equivalence of Year/Month/Day.
 MC0869
 MC0869.The orthometric height was determined by differential leveling and
 MC0869.adjusted by the NATIONAL GEODETIC SURVEY
 MC0869.in June 1991.
 MC0869
 MC0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0869.GEOID18 height accuracy estimate available here.
 MC0869
 MC0869.Click photographs - Photos may exist for this station.
 MC0869
 MC0869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0869
 MC0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 MC0869
 MC0869.The ellipsoidal height was determined by GPS observations
 MC0869.and is referenced to NAD 83.
 MC0869
 MC0869.The dynamic height is computed by dividing the NAVD 88
 MC0869.geopotential number by the normal gravity value computed on the
 MC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0869.degrees latitude (g = 980.6199 gals.).
 MC0869
 MC0869.The modeled gravity was interpolated from observed gravity values.
 MC0869
 MC0869. The following values were computed from the NAD 83(2011) position.
 MC0869
 MC0869;                    North         East     Units Scale Factor Converg.
 MC0869;SPC MI S     -    52,840.944 4,089,354.603   MT  1.00003316   +0 44 01.0
 MC0869;SPC MI S     -   173,362.68 13,416,517.73   iFT  1.00003316   +0 44 01.0
 MC0869;UTM  17      - 4,649,040.089   310,365.079   MT  1.00004252   -1 31 51.6
 MC0869
 MC0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0869!SPC MI S     -   0.99997746  x   1.00003316  =   1.00001062
 MC0869!UTM  17      -   0.99997746  x   1.00004252  =   1.00001998
 MC0869
 MC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1036549040(NAD 83)
 MC0869
 MC0869                          SUPERSEDED SURVEY CONTROL
 MC0869
 MC0869  NGVD 29 (??/??/92)  179.069  (m)          587.50   (f) ADJ UNCH    1 2
 MC0869
 MC0869.Superseded values are not recommended for survey control.
 MC0869
 MC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0869.See file dsdata.pdf to determine how the superseded data were derived.
 MC0869
 MC0869_MARKER: F = FLANGE-ENCASED ROD
 MC0869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0869_STAMPING: E 234 1980
 MC0869_MARK LOGO: NGS
 MC0869_PROJECTION: FLUSH
 MC0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0869+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2022
 MC0869_ROD/PIPE-DEPTH: 6 meters
 MC0869_SLEEVE-DEPTH  : 0 meters
 MC0869
 MC0869  HISTORY     - Date     Condition        Report By
 MC0869  HISTORY     - 1980     MONUMENTED       NGS
 MC0869  HISTORY     - 20220428 GOOD             CO-OPS
 MC0869  HISTORY     - 20220826 GOOD             NGS
 MC0869
 MC0869                          STATION DESCRIPTION
 MC0869
 MC0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0869'2.83 KM SOUTH FROM OLDPORT.
 MC0869'2.83 KILOMETER (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0869'ST. CHARLES CHATOLIC CHURCH IN OLDPORT, AT THE EAST FENCE CORNER
 MC0869'OF A WOODEN CORAL AY THE JUNCTION OF DIXIE HIGHWAY AND A PRIVATE
 MC0869'PAVED ROAD LEADING TO THE ENRICO FERMI ATOMIC POWER PLANT,
 MC0869'43.586 METERS (142 FEET) EAST OF THE CENTER LINE OF DIXIE HIGHWAY,
 MC0869'47.2 METERS (139 FEET) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 MC0869'DIXIE HIGHWAY AND THE PRIVATE ROAD, 11.673 METERS (38.8 FEET)
 MC0869'SOUTH OF THE CENTER OF THE PRIVATE ROAD, 6.10 METERS (20.0 FEET) SOUTH
 MC0869'OF THE NORTHEAST CORNER OF THE CORRAL, AND 0.61 METERS (2.0 FEET)
 MC0869'EAST OF THE WOODEN FENCE.
 MC0869
 MC0869                          STATION RECOVERY (2022)
 MC0869
 MC0869'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0869'THE ROD MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 MC0869'MONROE, 2.9 MI (4.7 KM) WEST-SOUTHWEST OF ESTRAL BEACH AND 2.4 MI (3.9
 MC0869'KM) NORTH-NORTHWEST OF STONY POINT.
 MC0869'
 MC0869'THE MARK IS LOCATED AT THE INTERSECTION OF N DIXIE HIGHWAY AND ENRICO
 MC0869'FERMI DR. IN NEWPORT, MI 48166.  ENRICO FERMI DR. LEADS TO THE DTE
 MC0869'ENERGY - ENRICO FERMI NUCLEAR PLANT LOCATED AT 6400 N DIXIE HIGHWAY
 MC0869'NEWPORT, MI 48166.
 MC0869'
 MC0869'THE MARK IS LOCATED 50.12 M (164.4 FT) SOUTH OF A DTE ENERGY FERMI 2
 MC0869'POWER PLANT SIGN, 43.586 M (143.0 FT) EAST OF THE CENTERLINE OF DIXIE
 MC0869'HIGHWAY, 47.2 M (154.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 MC0869'JUNCTION OF DIXIE HIGHWAY AND ENRICO FERMI DRIVE, 11.673 M (38.3 FT)
 MC0869'SOUTH OF THE CENTER OF ENRICO FERMI DRIVE, 8.2 M (26.9 FT) NORTH OF A
 MC0869'CHAIN LINK FENCE AND 7.04 M (23.1 FT) SOUTHWEST OF A LIGHT POLE NUMBER
 MC0869'L135Y9195.
 MC0869
 MC0869                          STATION RECOVERY (2022)
 MC0869
 MC0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JJ)
 MC0869'THE MARK IS LOCATED ABOUT 10.9 KM (6.8 MI) EAST-NORTHEAST OF MONROE,
 MC0869'4.6 KM (2.9 MI) WEST-SOUTHWEST OF ESTRAL BEACH AND 3.8 KM (2.4 MI)
 MC0869'NORTH-NORTHWEST OF STONY POINT.
 MC0869'
 MC0869'TO REACH FROM THE JUNCTION OF I-75 AND N DIXIE HIGHWAY, GO
 MC0869'EAST-NORTHEAST ON N DIXIE HIGHWAY FOR 7.99 KM (4.97 MI) TO THE
 MC0869'INTERSECTION WITH ENRICO FERMI DR, INDICATED BY A LARGE SIGN 'DTE
 MC0869'FERMI 2 POWER PLANT'.  TURN RIGHT AND GO EAST ON ENRICO FERMI DR FOR
 MC0869'40 M (131.2 FT) TO THE STATION ON THE RIGHT DOWN A SMALL GRADE.
 MC0869'PREVIOUS REFERENCES TO THE WOODEN FENCE AND HORSE CORRAL ARE DEFUNCT,
 MC0869'THERE IS NOW A CHAIN LINK FENCE RUNNING PARALLEL TO ENRICO FERMI DR.,
 MC0869'SOME 8.2 M (26.9 FT) SOUTHERLY FROM THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0893 ***********************************************************************
 NE0893  DESIGNATION -  E 235
 NE0893  PID         -  NE0893
 NE0893  STATE/COUNTY-  MI/WAYNE
 NE0893  COUNTRY     -  US
 NE0893  USGS QUAD   -  GROSSE POINTE (2017)
 NE0893
 NE0893                         *CURRENT SURVEY CONTROL
 NE0893  ______________________________________________________________________
 NE0893* NAD 83(1986) POSITION- 42 25 21.     (N) 082 52 52.     (W)   SCALED
 NE0893* NAVD 88 ORTHO HEIGHT -   177.969 (meters)      583.89  (feet) ADJUSTED
 NE0893  ______________________________________________________________________
 NE0893  GEOID HEIGHT    -        -34.629 (meters)                     GEOID18
 NE0893  DYNAMIC HEIGHT  -        177.917 (meters)      583.72  (feet) COMP
 NE0893  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 NE0893
 NE0893  VERT ORDER      -  FIRST     CLASS II
 NE0893
 NE0893.The horizontal coordinates were scaled from a map and have
 NE0893.an estimated accuracy of +/- 6 seconds.
 NE0893
 NE0893.The orthometric height was determined by differential leveling and
 NE0893.adjusted by the NATIONAL GEODETIC SURVEY
 NE0893.in June 1991.
 NE0893
 NE0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0893.GEOID18 height accuracy estimate available here.
 NE0893
 NE0893.Click photographs - Photos may exist for this station.
 NE0893
 NE0893.The dynamic height is computed by dividing the NAVD 88
 NE0893.geopotential number by the normal gravity value computed on the
 NE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0893.degrees latitude (g = 980.6199 gals.).
 NE0893
 NE0893.The modeled gravity was interpolated from observed gravity values.
 NE0893
 NE0893;                    North         East    Units  Estimated Accuracy
 NE0893;SPC MI S     -   103,550.    4,122,250.      MT  (+/- 180 meters Scaled)
 NE0893
 NE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG452984(NAD 83)
 NE0893
 NE0893                          SUPERSEDED SURVEY CONTROL
 NE0893
 NE0893  NGVD 29 (11/26/84)  178.121  (m)          584.39   (f) ADJUSTED    1 2
 NE0893
 NE0893.Superseded values are not recommended for survey control.
 NE0893
 NE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0893.See file dsdata.pdf to determine how the superseded data were derived.
 NE0893
 NE0893_MARKER: I = METAL ROD
 NE0893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0893_STAMPING: E 235 1980
 NE0893_MARK LOGO: NGS
 NE0893_PROJECTION: RECESSED
 NE0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0893_ROD/PIPE-DEPTH: 4.9 meters
 NE0893
 NE0893  HISTORY     - Date     Condition        Report By
 NE0893  HISTORY     - 1980     MONUMENTED       NGS
 NE0893
 NE0893                          STATION DESCRIPTION
 NE0893
 NE0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0893'IN GROSSE POINTE SHORES.
 NE0893'IN GROSSE POINTE SHORES, AT THE T-JUNCTION OF LAKE SHORE ROAD AND
 NE0893'CLAIREVIEW ROAD, AT THE NORTH END OF A 2-FOOT BRICK WALL ON THE WEST
 NE0893'SIDE OF LAKE SHORE ROAD, 7.2 METERS (23.7 FEET) WEST OF THE WEST
 NE0893'CURB OF THE SOUTH BOUND LANES OF LAKE SHORE ROAD, 5.6 METERS (18.4
 NE0893'FEET) SOUTH OF THE SOUTH CURB OF CLAIREVIEW, 3.3 METERS (10.8 FEET)
 NE0893'WEST OF THE WEST EDGE OF THE SIDEWALK PARALLELING LAKE SHORE ROAD,
 NE0893'0.9 METER (3 FEET) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK PARALLELING
 NE0893'CLAIREVIEW, AND 0.75 METER (2.5 FEET) EAST OF THE SOUTHEAST CORNER
 NE0893'OF THE CONCRETE AND BRICK CORNER PILLAR ON THE NORTH END OF THE
 NE0893'BRICK WALL.
 NE0893'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0915 ***********************************************************************
 NE0915  DESIGNATION -  E 236
 NE0915  PID         -  NE0915
 NE0915  STATE/COUNTY-  MI/MACOMB
 NE0915  COUNTRY     -  US
 NE0915  USGS QUAD   -  NEW BALTIMORE (2017)
 NE0915
 NE0915                         *CURRENT SURVEY CONTROL
 NE0915  ______________________________________________________________________
 NE0915* NAD 83(1986) POSITION- 42 40 35.7    (N) 082 44 54.9    (W)   HD_HELD2
 NE0915* NAVD 88 ORTHO HEIGHT -   178.601 (meters)      585.96  (feet) ADJUSTED
 NE0915  ______________________________________________________________________
 NE0915  GEOID HEIGHT    -        -34.918 (meters)                     GEOID18
 NE0915  DYNAMIC HEIGHT  -        178.550 (meters)      585.79  (feet) COMP
 NE0915  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 NE0915
 NE0915  VERT ORDER      -  FIRST     CLASS II
 NE0915
 NE0915.The horizontal coordinates were established by autonomous hand held GPS
 NE0915.observations and have an estimated accuracy of +/- 10 meters.
 NE0915
 NE0915.The orthometric height was determined by differential leveling and
 NE0915.adjusted by the NATIONAL GEODETIC SURVEY
 NE0915.in June 1991.
 NE0915
 NE0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0915.GEOID18 height accuracy estimate available here.
 NE0915
 NE0915.Click photographs - Photos may exist for this station.
 NE0915
 NE0915.The dynamic height is computed by dividing the NAVD 88
 NE0915.geopotential number by the normal gravity value computed on the
 NE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0915.degrees latitude (g = 980.6199 gals.).
 NE0915
 NE0915.The modeled gravity was interpolated from observed gravity values.
 NE0915
 NE0915;                    North         East    Units  Estimated Accuracy
 NE0915;SPC MI S     -   131,966.    4,132,610.      MT  (+/- 10 meters HH2 GPS)
 NE0915
 NE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5672826383(NAD 83)
 NE0915
 NE0915                          SUPERSEDED SURVEY CONTROL
 NE0915
 NE0915  NGVD 29 (11/26/84)  178.724  (m)          586.36   (f) ADJUSTED    1 2
 NE0915
 NE0915.Superseded values are not recommended for survey control.
 NE0915
 NE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0915.See file dsdata.pdf to determine how the superseded data were derived.
 NE0915
 NE0915_MARKER: F = FLANGE-ENCASED ROD
 NE0915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0915_STAMPING: E 236 1980
 NE0915_MARK LOGO: NGS
 NE0915_PROJECTION: RECESSED
 NE0915_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0915+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 NE0915_ROD/PIPE-DEPTH: 10.6 meters
 NE0915
 NE0915  HISTORY     - Date     Condition        Report By
 NE0915  HISTORY     - 1980     MONUMENTED       NGS
 NE0915  HISTORY     - 19940515 GOOD             LOCENG
 NE0915  HISTORY     - 19950521 GOOD             USPSQD
 NE0915  HISTORY     - 20010331 GOOD             NGS
 NE0915  HISTORY     - 20060707 GOOD             SPALD
 NE0915  HISTORY     - 20061212 GOOD             MIDT
 NE0915
 NE0915                          STATION DESCRIPTION
 NE0915
 NE0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0915'IN NEW BALTIMORE.
 NE0915'IN NEW BALTIMORE, SET AT THE SOUTHWEST CORNER OF LUMBER JACK INC.
 NE0915'(ACE HARDWARE)25269 23 MILE ROAD, DIRECTLY ACROSS 23 MILE ROAD
 NE0915'FRON THE JUNCTION OF JEFFERSON AVENUE, 5.2 METERS (17.0 FEET) SOUTH-
 NE0915'EAST OF THE SOUTHWEST CORNER OF THE AIR CONDITION UNIT, 3.1 METER
 NE0915'(10.2 FEET) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.61 METER
 NE0915'(2.0 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE BUUILDING,
 NE0915'0.45 METER (1.5 FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 NE0915'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0915
 NE0915                          STATION RECOVERY (1994)
 NE0915
 NE0915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0915'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION IS QUESTIONABLE
 NE0915'FOR GPS OCCUPATIONS DUE TO A BUILDING TO THE EAST OBSTRUCTING UP TO
 NE0915'EIGHTY DEGREES ABOVE THE HORIZON.
 NE0915
 NE0915                          STATION RECOVERY (1995)
 NE0915
 NE0915'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0915'RECOVERED IN GOOD CONDITION.
 NE0915
 NE0915                          STATION RECOVERY (2001)
 NE0915
 NE0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0915'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0915
 NE0915                          STATION RECOVERY (2006)
 NE0915
 NE0915'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0915'RECOVERED IN GOOD CONDITION.
 NE0915
 NE0915                          STATION RECOVERY (2006)
 NE0915
 NE0915'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0915'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE0915'0.61 METERS (2.0 FEET) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0644 ***********************************************************************
 OJ0644  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0644  DESIGNATION -  E 237
 OJ0644  PID         -  OJ0644
 OJ0644  STATE/COUNTY-  MI/HURON
 OJ0644  COUNTRY     -  US
 OJ0644  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0644
 OJ0644                         *CURRENT SURVEY CONTROL
 OJ0644  ______________________________________________________________________
 OJ0644* NAD 83(1986) POSITION- 43 50 42.5    (N) 082 38 55.8    (W)   HD_HELD2
 OJ0644* NAVD 88 ORTHO HEIGHT -   179.762 (meters)      589.77  (feet) ADJUSTED
 OJ0644  ______________________________________________________________________
 OJ0644  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 OJ0644  DYNAMIC HEIGHT  -        179.732 (meters)      589.67  (feet) COMP
 OJ0644  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 OJ0644
 OJ0644  VERT ORDER      -  FIRST     CLASS II
 OJ0644
 OJ0644.The horizontal coordinates were established by autonomous hand held GPS
 OJ0644.observations and have an estimated accuracy of +/- 10 meters.
 OJ0644
 OJ0644.The orthometric height was determined by differential leveling and
 OJ0644.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0644.in June 1991.
 OJ0644
 OJ0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0644.GEOID18 height accuracy estimate available here.
 OJ0644
 OJ0644.This Water Level Mark is designated as VM 13037
 OJ0644.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0644
 OJ0644.Click photographs - Photos may exist for this station.
 OJ0644
 OJ0644.The dynamic height is computed by dividing the NAVD 88
 OJ0644.geopotential number by the normal gravity value computed on the
 OJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0644.degrees latitude (g = 980.6199 gals.).
 OJ0644
 OJ0644.The modeled gravity was interpolated from observed gravity values.
 OJ0644
 OJ0644;                    North         East    Units  Estimated Accuracy
 OJ0644;SPC MI S     -   261,918.    4,138,136.      MT  (+/- 10 meters HH2 GPS)
 OJ0644
 OJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6746255994(NAD 83)
 OJ0644
 OJ0644                          SUPERSEDED SURVEY CONTROL
 OJ0644
 OJ0644  NGVD 29 (11/26/84)  179.873  (m)          590.13   (f) ADJUSTED    1 2
 OJ0644
 OJ0644.Superseded values are not recommended for survey control.
 OJ0644
 OJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0644.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0644
 OJ0644_MARKER: DV = VERTICAL CONTROL DISK
 OJ0644_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OJ0644_SP_SET: BUILDING WALL
 OJ0644_STAMPING: E 237 1980
 OJ0644_MARK LOGO: NGS
 OJ0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0644+STABILITY: POSITION/ELEVATION WELL
 OJ0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0644+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 OJ0644
 OJ0644  HISTORY     - Date     Condition        Report By
 OJ0644  HISTORY     - 1980     MONUMENTED       NGS
 OJ0644  HISTORY     - 19941013 GOOD             NOS
 OJ0644  HISTORY     - 19951026 GOOD             NOS
 OJ0644  HISTORY     - 20110623 GOOD             NGS
 OJ0644
 OJ0644                          STATION DESCRIPTION
 OJ0644
 OJ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0644'IN HARBOR BEACH.
 OJ0644'IN HARBOR BEACH, ON THE PROPERTY OF THE HURCULES POWER INC, SET
 OJ0644'VERTICALLY IN THE SOUTHEAST FACE NEAR THE EAST CORNER OF THE MAIN
 OJ0644'OFFICE BUILDING A THREE STORY CONCRETE BUILDING NUMBER 8102,
 OJ0644'0.35 METER (1.15 FEET) SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 OJ0644'0.35 METER (1.15 FEET) NORTHEAST OF THE NORTHEAST SIDE OF A WINDOW
 OJ0644'SILL.
 OJ0644
 OJ0644                          STATION RECOVERY (1994)
 OJ0644
 OJ0644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0644'IN HARBOR BEACH, HURON COUNTY, MICHIGAN, ON THE PROPERTY OF THE
 OJ0644'CHAMPLAIN INDUSTRIES (FORMER HURCULES POWDER INC.) , SET VERTICALLY IN
 OJ0644'THE SOUTHEAST FACE NEAR THE EAST CORNER OF THE MAIN OFFICE BUILDING A
 OJ0644'THREE STORY CONCRETE BUILDING NUMBER 8102, 28.6 METERS (93.8 FT)
 OJ0644'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF MAIN OFFICE BUILDING, 0.35
 OJ0644'METER (1.15 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 OJ0644'0.35 METER (1.15 FT) NORTHEAST OF THE NORTHEAST SIDE OF A WINDOW SILL.
 OJ0644'BEING 1.0 METERS (3.3 FT) ABOVE GROUND.
 OJ0644
 OJ0644                          STATION RECOVERY (1995)
 OJ0644
 OJ0644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0644'RECOVERED AS DESCRIBED.
 OJ0644
 OJ0644                          STATION RECOVERY (2011)
 OJ0644
 OJ0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (GMB)
 OJ0644'RECOVERED IN GOOD CONDITION.
 OJ0644'
 OJ0644'NOTE-60 CM INVAR STRIP WILL BE NEEDED FOR THIS STATION, THE SIDING HAS
 OJ0644'BEEN CUT AWAY TO ALLOW ACCESS TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0611 ***********************************************************************
 OJ0611  DESIGNATION -  E 238
 OJ0611  PID         -  OJ0611
 OJ0611  STATE/COUNTY-  MI/SANILAC
 OJ0611  COUNTRY     -  US
 OJ0611  USGS QUAD   -  CROSWELL (2017)
 OJ0611
 OJ0611                         *CURRENT SURVEY CONTROL
 OJ0611  ______________________________________________________________________
 OJ0611* NAD 83(1986) POSITION- 43 19 24.     (N) 082 32 06.     (W)   SCALED
 OJ0611* NAVD 88 ORTHO HEIGHT -   188.731 (meters)      619.20  (feet) ADJUSTED
 OJ0611  ______________________________________________________________________
 OJ0611  GEOID HEIGHT    -        -34.681 (meters)                     GEOID18
 OJ0611  DYNAMIC HEIGHT  -        188.693 (meters)      619.07  (feet) COMP
 OJ0611  MODELED GRAVITY -    980,414.3   (mgal)                       NAVD 88
 OJ0611
 OJ0611  VERT ORDER      -  FIRST     CLASS II
 OJ0611
 OJ0611.The horizontal coordinates were scaled from a map and have
 OJ0611.an estimated accuracy of +/- 6 seconds.
 OJ0611
 OJ0611.The orthometric height was determined by differential leveling and
 OJ0611.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0611.in June 1991.
 OJ0611
 OJ0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0611.GEOID18 height accuracy estimate available here.
 OJ0611
 OJ0611.Click photographs - Photos may exist for this station.
 OJ0611
 OJ0611.The dynamic height is computed by dividing the NAVD 88
 OJ0611.geopotential number by the normal gravity value computed on the
 OJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0611.degrees latitude (g = 980.6199 gals.).
 OJ0611
 OJ0611.The modeled gravity was interpolated from observed gravity values.
 OJ0611
 OJ0611;                    North         East    Units  Estimated Accuracy
 OJ0611;SPC MI S     -   204,150.    4,148,550.      MT  (+/- 180 meters Scaled)
 OJ0611
 OJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755978(NAD 83)
 OJ0611
 OJ0611                          SUPERSEDED SURVEY CONTROL
 OJ0611
 OJ0611  NGVD 29 (11/26/84)  188.848  (m)          619.58   (f) ADJUSTED    1 2
 OJ0611
 OJ0611.Superseded values are not recommended for survey control.
 OJ0611
 OJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0611.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0611
 OJ0611_MARKER: I = METAL ROD
 OJ0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0611_STAMPING: E 238 1980
 OJ0611_MARK LOGO: NGS
 OJ0611_PROJECTION: FLUSH
 OJ0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0611_ROD/PIPE-DEPTH: 3.3 meters
 OJ0611
 OJ0611  HISTORY     - Date     Condition        Report By
 OJ0611  HISTORY     - 1980     MONUMENTED       NGS
 OJ0611  HISTORY     - 19940727 GOOD             USPSQD
 OJ0611
 OJ0611                          STATION DESCRIPTION
 OJ0611
 OJ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0611'6.35 KM NORTH FROM LEXINGTON.
 OJ0611'6.35 KILOMETERS (3.95 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0611'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, TO THE MARK
 OJ0611'ON THE LEFT, SET AT THE NORTHEAST CORNER OF HOUSE NUMBER 3590 A
 OJ0611'SMALL SINGLE STORY FRAME HOUSE AND IS NORTHWEST AND ACROSS THE
 OJ0611'HIGHWAY FROM THE ENTRANCE TO THE BEACHCOMBER MATEL. 40.53 METERS
 OJ0611'(133.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 4.71 METERS
 OJ0611'(15.6 FEET) NORTH OF THE NORTH FACE OF THE STEPS TO THE FRONT PORCH,
 OJ0611'0.65 METER (2.1 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE
 OJ0611'HOUSE, NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD REFUSAL
 OJ0611'AT 3.3 METERS.
 OJ0611'THE MARK IS 0.1 M BELOW GROUND.
 OJ0611
 OJ0611                          STATION RECOVERY (1994)
 OJ0611
 OJ0611'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0639 ***********************************************************************
 OJ0639  DESIGNATION -  E 239
 OJ0639  PID         -  OJ0639
 OJ0639  STATE/COUNTY-  MI/HURON
 OJ0639  COUNTRY     -  US
 OJ0639  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0639
 OJ0639                         *CURRENT SURVEY CONTROL
 OJ0639  ______________________________________________________________________
 OJ0639* NAD 83(2011) POSITION- 43 47 03.71279(N) 082 37 37.06706(W)   ADJUSTED
 OJ0639* NAD 83(2011) ELLIP HT-   146.514 (meters)        (12/17/13)   ADJUSTED
 OJ0639* NAD 83(2011) EPOCH   -  2010.00
 OJ0639* NAVD 88 ORTHO HEIGHT -   181.660 (meters)      596.00  (feet) ADJUSTED
 OJ0639  ______________________________________________________________________
 OJ0639  GEOID HEIGHT    -        -35.143 (meters)                     GEOID18
 OJ0639  NAD 83(2011) X  -    591,877.710 (meters)                     COMP
 OJ0639  NAD 83(2011) Y  - -4,574,058.002 (meters)                     COMP
 OJ0639  NAD 83(2011) Z  -  4,390,926.856 (meters)                     COMP
 OJ0639  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 OJ0639  DYNAMIC HEIGHT  -        181.628 (meters)      595.89  (feet) COMP
 OJ0639  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 OJ0639
 OJ0639  VERT ORDER      -  FIRST     CLASS II
 OJ0639
 OJ0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0639  Standards:
 OJ0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0639  -------------------------------------------------------------------
 OJ0639  NETWORK    0.63   1.41           0.27   0.24   0.72      0.12792971
 OJ0639  -------------------------------------------------------------------
 OJ0639  Click here for local accuracies and other accuracy information.
 OJ0639
 OJ0639.The horizontal coordinates were established by GPS observations
 OJ0639.and adjusted by the National Geodetic Survey in December 2013.
 OJ0639
 OJ0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0639.been affixed to the stable North American tectonic plate. See 
 OJ0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0639
 OJ0639.The horizontal coordinates are valid at the epoch date displayed above
 OJ0639.which is a decimal equivalence of Year/Month/Day.
 OJ0639
 OJ0639.The orthometric height was determined by differential leveling and
 OJ0639.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0639.in June 1991.
 OJ0639
 OJ0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0639.GEOID18 height accuracy estimate available here.
 OJ0639
 OJ0639.Click photographs - Photos may exist for this station.
 OJ0639
 OJ0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0639
 OJ0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0639
 OJ0639.The ellipsoidal height was determined by GPS observations
 OJ0639.and is referenced to NAD 83.
 OJ0639
 OJ0639.The dynamic height is computed by dividing the NAVD 88
 OJ0639.geopotential number by the normal gravity value computed on the
 OJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0639.degrees latitude (g = 980.6199 gals.).
 OJ0639
 OJ0639.The modeled gravity was interpolated from observed gravity values.
 OJ0639
 OJ0639. The following values were computed from the NAD 83(2011) position.
 OJ0639
 OJ0639;                    North         East     Units Scale Factor Converg.
 OJ0639;SPC MI S     -   255,202.581 4,140,033.642   MT  1.00003024   +1 11 02.1
 OJ0639;SPC MI S     -   837,278.81 13,582,787.54   iFT  1.00003024   +1 11 02.1
 OJ0639;UTM  17      - 4,849,209.442   369,087.410   MT  0.99981080   -1 07 33.3
 OJ0639
 OJ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0639!SPC MI S     -   0.99997703  x   1.00003024  =   1.00000727
 OJ0639!UTM  17      -   0.99997703  x   0.99981080  =   0.99978783
 OJ0639
 OJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6908749209(NAD 83)
 OJ0639
 OJ0639                          SUPERSEDED SURVEY CONTROL
 OJ0639
 OJ0639  NGVD 29 (11/26/84)  181.769  (m)          596.35   (f) ADJUSTED    1 2
 OJ0639
 OJ0639.Superseded values are not recommended for survey control.
 OJ0639
 OJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0639.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0639
 OJ0639_MARKER: I = METAL ROD
 OJ0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0639_STAMPING: E 239 1980
 OJ0639_MARK LOGO: NGS
 OJ0639_PROJECTION: FLUSH
 OJ0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0639+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 OJ0639_ROD/PIPE-DEPTH: 3.2 meters
 OJ0639
 OJ0639  HISTORY     - Date     Condition        Report By
 OJ0639  HISTORY     - 1980     MONUMENTED       NGS
 OJ0639  HISTORY     - 19991211 GOOD             USPSQD
 OJ0639  HISTORY     - 20090813 GOOD             MIDT
 OJ0639  HISTORY     - 20200805 GOOD             MIDT
 OJ0639
 OJ0639                          STATION DESCRIPTION
 OJ0639
 OJ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0639'7.4 KM SOUTH FROM HARBOR BEACH.
 OJ0639'7.4 KILOMETERS (4.6 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM
 OJ0639'THE JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET EAST OF THE
 OJ0639'HIGHWAY NEAR THE NORTHWEST CORNER OF CHARLIE KLUMP RESTAURANT.
 OJ0639'33.2 METERS (109.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0639'0.55 METER (1.8 FEET) WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 OJ0639'METERS.
 OJ0639
 OJ0639                          STATION RECOVERY (1999)
 OJ0639
 OJ0639'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0639'RECOVERED IN GOOD CONDITION.
 OJ0639
 OJ0639                          STATION RECOVERY (2009)
 OJ0639
 OJ0639'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0639'BUILDING HAS BEEN TORN DOWN, CONCRETE SLAB STILL EXISTS.  MARK IS 1.8
 OJ0639'FT (0.5 M) WEST OF THE NORTHWEST CORNER OF SLAB.  RESTAURANT SIGN
 OJ0639'STILL EXISTS AND IS NOW CALLED TONY'S ROADHOUSE GRILLE.
 OJ0639
 OJ0639                          STATION RECOVERY (2020)
 OJ0639
 OJ0639'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 OJ0639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0014 ***********************************************************************
 NG0014  DESIGNATION -  E 25
 NG0014  PID         -  NG0014
 NG0014  STATE/COUNTY-  MI/OTTAWA
 NG0014  COUNTRY     -  US
 NG0014  USGS QUAD   -  HOLLAND EAST (2017)
 NG0014
 NG0014                         *CURRENT SURVEY CONTROL
 NG0014  ______________________________________________________________________
 NG0014* NAD 83(1986) POSITION- 42 49 34.     (N) 086 06 45.     (W)   SCALED
 NG0014* NAVD 88 ORTHO HEIGHT -   187.806 (meters)      616.16  (feet) ADJUSTED
 NG0014  ______________________________________________________________________
 NG0014  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 NG0014  DYNAMIC HEIGHT  -        187.761 (meters)      616.01  (feet) COMP
 NG0014  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 NG0014
 NG0014  VERT ORDER      -  FIRST     CLASS II
 NG0014
 NG0014.The horizontal coordinates were scaled from a map and have
 NG0014.an estimated accuracy of +/- 6 seconds.
 NG0014
 NG0014.The orthometric height was determined by differential leveling and
 NG0014.adjusted by the NATIONAL GEODETIC SURVEY
 NG0014.in June 1991.
 NG0014
 NG0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0014.GEOID18 height accuracy estimate available here.
 NG0014
 NG0014.Click photographs - Photos may exist for this station.
 NG0014
 NG0014.The dynamic height is computed by dividing the NAVD 88
 NG0014.geopotential number by the normal gravity value computed on the
 NG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0014.degrees latitude (g = 980.6199 gals.).
 NG0014
 NG0014.The modeled gravity was interpolated from observed gravity values.
 NG0014
 NG0014;                    North         East    Units  Estimated Accuracy
 NG0014;SPC MI S     -   148,780.    3,857,270.      MT  (+/- 180 meters Scaled)
 NG0014
 NG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN725418(NAD 83)
 NG0014
 NG0014                          SUPERSEDED SURVEY CONTROL
 NG0014
 NG0014  NGVD 29 (??/??/92)  187.958  (m)          616.66   (f) ADJ UNCH    1 2
 NG0014
 NG0014.Superseded values are not recommended for survey control.
 NG0014
 NG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0014.See file dsdata.pdf to determine how the superseded data were derived.
 NG0014
 NG0014_MARKER: DB = BENCH MARK DISK
 NG0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0014_STAMPING: 616.659 E 25 1930
 NG0014_MARK LOGO: CGS
 NG0014_PROJECTION: PROJECTING 10 CENTIMETERS
 NG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0014+STABILITY: SURFACE MOTION
 NG0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0014+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 NG0014
 NG0014  HISTORY     - Date     Condition        Report By
 NG0014  HISTORY     - 1930     MONUMENTED       CGS
 NG0014  HISTORY     - 1934     GOOD             CGS
 NG0014  HISTORY     - 1984     GOOD             NGS
 NG0014  HISTORY     - 1988     POOR             USPSQD
 NG0014  HISTORY     - 20040429 GOOD             INDIV
 NG0014  HISTORY     - 20160601 GOOD             MIDT
 NG0014
 NG0014                          STATION DESCRIPTION
 NG0014
 NG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0014'2.7 MI N FROM HOLLAND.
 NG0014'2.7 MILES NORTH ALONG THE PERE MARQUETTE RAILWAY FROM HOLLAND,
 NG0014'OTTAWA COUNTY, 9-3/4 RAILS SOUTH OF MILEPOST P 73, AT A
 NG0014'COUNTRY-ROAD CROSSING, 65 FEET SOUTH OF THE CENTERLINE OF THE
 NG0014'ROAD, AND 32.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 NG0014'STAMPED 616.659 E 25 1930 AND SET IN THE TOP OF A CONCRETE POST
 NG0014'PROJECTING 4 INCHES ABOVE GROUND.
 NG0014
 NG0014                          STATION RECOVERY (1984)
 NG0014
 NG0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 NG0014'(1.5 MI) NORTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0014'IN HOLLAND, THENCE 2.0 KM (1.25 MI) NORTH ALONG 136TH AVENUE, THENCE
 NG0014'0.4 KM (0.25 MI) EAST ALONG RILEY STREET, AT THE CROSSING OF THE
 NG0014'CHESAPEAKE AND OHIO RAILROAD TRACKS, 18.10 METERS (59.5 FT) SOUTH OF
 NG0014'THE CENTERLINE OF RILEY STREET, 13.70 METERS (15.0 FT) SOUTHEAST OF A
 NG0014'POWERLINE POLE, 9.69 METERS (31.8 FT) WEST OF THE WEST RAIL, AND
 NG0014'0.27 METERS (0.9 FT) WEST OF A METAL WITNESS POST.  NOTE, THE DISK HAS
 NG0014'BEEN SCARRED AND THE STAMPING IS PARITALLY GONE.
 NG0014'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 NG0014'THE MARK IS 0.6 M BELOW TRACKS.
 NG0014
 NG0014                          STATION RECOVERY (1988)
 NG0014
 NG0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0014'MARK RECOVERED IN POOR CONDITION.
 NG0014
 NG0014                          STATION RECOVERY (2004)
 NG0014
 NG0014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0014'STABILITY APPEARED TO BE FINE, EVEN THOUGH SCARS WERE PRESENT ON THE
 NG0014'DISC.
 NG0014
 NG0014                          STATION RECOVERY (2016)
 NG0014
 NG0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NG0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0035 ***********************************************************************
 PM0035  DESIGNATION -  E 27
 PM0035  PID         -  PM0035
 PM0035  STATE/COUNTY-  MI/MANISTEE
 PM0035  COUNTRY     -  US
 PM0035  USGS QUAD   -  BRETHREN (2017)
 PM0035
 PM0035                         *CURRENT SURVEY CONTROL
 PM0035  ______________________________________________________________________
 PM0035* NAD 83(1986) POSITION- 44 20 55.31   (N) 086 06 04.41   (W)   HD_HELD1
 PM0035* NAVD 88 ORTHO HEIGHT -   233.805 (meters)      767.08  (feet) ADJUSTED
 PM0035  ______________________________________________________________________
 PM0035  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 PM0035  DYNAMIC HEIGHT  -        233.778 (meters)      766.99  (feet) COMP
 PM0035  MODELED GRAVITY -    980,494.0   (mgal)                       NAVD 88
 PM0035
 PM0035  VERT ORDER      -  FIRST     CLASS II
 PM0035
 PM0035.The horizontal coordinates were determined by differentially corrected
 PM0035.hand held GPS observations or other comparable positioning techniques
 PM0035.and have an estimated accuracy of +/- 3 meters.
 PM0035
 PM0035.The orthometric height was determined by differential leveling and
 PM0035.adjusted by the NATIONAL GEODETIC SURVEY
 PM0035.in June 1991.
 PM0035
 PM0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0035.GEOID18 height accuracy estimate available here.
 PM0035
 PM0035.Click photographs - Photos may exist for this station.
 PM0035
 PM0035.The dynamic height is computed by dividing the NAVD 88
 PM0035.geopotential number by the normal gravity value computed on the
 PM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0035.degrees latitude (g = 980.6199 gals.).
 PM0035
 PM0035.The modeled gravity was interpolated from observed gravity values.
 PM0035
 PM0035;                    North         East    Units  Estimated Accuracy
 PM0035;SPC MI C     -   116,159.5   5,861,710.3     MT  (+/- 3 meters HH1 GPS) 
 PM0035
 PM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7163510995(NAD 83)
 PM0035
 PM0035                          SUPERSEDED SURVEY CONTROL
 PM0035
 PM0035  NGVD 29 (??/??/92)  233.937  (m)          767.51   (f) ADJ UNCH    1 2
 PM0035
 PM0035.Superseded values are not recommended for survey control.
 PM0035
 PM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0035.See file dsdata.pdf to determine how the superseded data were derived.
 PM0035
 PM0035_MARKER: DB = BENCH MARK DISK
 PM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0035_STAMPING: 767.508 E 27 1930
 PM0035_MARK LOGO: CGS
 PM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0035+STABILITY: SURFACE MOTION
 PM0035
 PM0035  HISTORY     - Date     Condition        Report By
 PM0035  HISTORY     - 1930     MONUMENTED       CGS
 PM0035  HISTORY     - 1954     GOOD             CGS
 PM0035  HISTORY     - 1984     GOOD             NGS
 PM0035  HISTORY     - 19961001 GOOD             USPSQD
 PM0035  HISTORY     - 20031010 GOOD             USPSQD
 PM0035
 PM0035                          STATION DESCRIPTION
 PM0035
 PM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PM0035'AT CHIEF LAKE.
 PM0035'AT CHIEF LAKE, MANISTEE COUNTY, AT THE MANISTEE AND NORTHEASTERN
 PM0035'RAILROAD STATION, DIRECTLY OPPOSITE THE TICKET OFFICE WINDOW, AND
 PM0035'31 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 166 FEET EAST OF
 PM0035'THE CENTER OF THE NORTH AND SOUTH ROAD.  A STANDARD DISK,
 PM0035'STAMPED 767.508 E 27 1930 AND SET IN THE TOP OF A CONCRETE POST
 PM0035'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PM0035
 PM0035                          STATION RECOVERY (1984)
 PM0035
 PM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0035'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD TRACKS AND STATION
 PM0035'HAVE BEEN REMOVED.  THE BENCH MARK IS LOCATED NEAR THE SOUTHEAST
 PM0035'CORNER OF A MOWED LAWN AREA, 10.1 METERS (33.0 FT) NORTH OF THE
 PM0035'APPROXIMATE CENTER OF THE OLD RAILROAD BED, NOW A TRACK ROAD LEADING
 PM0035'EAST, AND 51.2 METERS (168.0 FT) EAST OF A NORTH-SOUTH ASPHALT ROAD.
 PM0035
 PM0035                          STATION RECOVERY (1996)
 PM0035
 PM0035'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0035'RECOVERED IN GOOD CONDITION.
 PM0035
 PM0035                          STATION RECOVERY (2003)
 PM0035
 PM0035'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0204 ***********************************************************************
 PL0204  DESIGNATION -  E 28
 PL0204  PID         -  PL0204
 PL0204  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0204  COUNTRY     -  US
 PL0204  USGS QUAD   -  WALTON (2017)
 PL0204
 PL0204                         *CURRENT SURVEY CONTROL
 PL0204  ______________________________________________________________________
 PL0204* NAD 83(1986) POSITION- 44 31 15.     (N) 085 24 01.     (W)   SCALED
 PL0204* NAVD 88 ORTHO HEIGHT -   310.480 (meters)     1018.63  (feet) ADJUSTED
 PL0204  ______________________________________________________________________
 PL0204  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 PL0204  DYNAMIC HEIGHT  -        310.446 (meters)     1018.52  (feet) COMP
 PL0204  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 PL0204
 PL0204  VERT ORDER      -  FIRST     CLASS II
 PL0204
 PL0204.The horizontal coordinates were scaled from a map and have
 PL0204.an estimated accuracy of +/- 6 seconds.
 PL0204
 PL0204.The orthometric height was determined by differential leveling and
 PL0204.adjusted by the NATIONAL GEODETIC SURVEY
 PL0204.in June 1991.
 PL0204
 PL0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0204.GEOID18 height accuracy estimate available here.
 PL0204
 PL0204.Click photographs - Photos may exist for this station.
 PL0204
 PL0204.The dynamic height is computed by dividing the NAVD 88
 PL0204.geopotential number by the normal gravity value computed on the
 PL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0204.degrees latitude (g = 980.6199 gals.).
 PL0204
 PL0204.The modeled gravity was interpolated from observed gravity values.
 PL0204
 PL0204;                    North         East    Units  Estimated Accuracy
 PL0204;SPC MI C     -   134,330.    5,917,830.      MT  (+/- 180 meters Scaled)
 PL0204
 PL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ271309(NAD 83)
 PL0204
 PL0204                          SUPERSEDED SURVEY CONTROL
 PL0204
 PL0204  NGVD 29 (??/??/92)  310.570  (m)         1018.93   (f) ADJ UNCH    1 2
 PL0204
 PL0204.Superseded values are not recommended for survey control.
 PL0204
 PL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0204.See file dsdata.pdf to determine how the superseded data were derived.
 PL0204
 PL0204_MARKER: DB = BENCH MARK DISK
 PL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0204_STAMPING: 1018.928 E 28 1930
 PL0204_MARK LOGO: CGS
 PL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0204+STABILITY: SURFACE MOTION
 PL0204
 PL0204  HISTORY     - Date     Condition        Report By
 PL0204  HISTORY     - 1930     MONUMENTED       CGS
 PL0204  HISTORY     - 1934     GOOD             CGS
 PL0204  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0204  HISTORY     - 19831018 MARK NOT FOUND   USGS
 PL0204  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0204
 PL0204                          STATION DESCRIPTION
 PL0204
 PL0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0204'AT WALTON JUNCTION.
 PL0204'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 82 FEET SOUTH OF THE
 PL0204'SOUTH END OF THE PENNSYLVANIA RAILROAD STATION, BETWEEN THE
 PL0204'MAIN TRACK AND A SIDETRACK, AND 22.6 FEET WEST OF THE WEST RAIL
 PL0204'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 1018.928 E 28 1930
 PL0204'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PL0204'ABOVE GROUND.
 PL0204
 PL0204                          STATION RECOVERY (1983)
 PL0204
 PL0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0204'MARK NOT FOUND.
 PL0204
 PL0204                          STATION RECOVERY (1983)
 PL0204
 PL0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (DFP)
 PL0204'MARK NOT FOUND.
 PL0204
 PL0204                          STATION RECOVERY (1999)
 PL0204
 PL0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0391 ***********************************************************************
 OJ0391  DESIGNATION -  E 29
 OJ0391  PID         -  OJ0391
 OJ0391  STATE/COUNTY-  MI/ARENAC
 OJ0391  COUNTRY     -  US
 OJ0391  USGS QUAD   -  STANDISH (2017)
 OJ0391
 OJ0391                         *CURRENT SURVEY CONTROL
 OJ0391  ______________________________________________________________________
 OJ0391* NAD 83(2011) POSITION- 43 56 57.10838(N) 083 57 38.62419(W)   ADJUSTED
 OJ0391* NAD 83(2011) ELLIP HT-   152.578 (meters)        (06/27/12)   ADJUSTED
 OJ0391* NAD 83(2011) EPOCH   -  2010.00
 OJ0391* NAVD 88 ORTHO HEIGHT -   187.575 (meters)      615.40  (feet) ADJUSTED
 OJ0391  ______________________________________________________________________
 OJ0391  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 OJ0391  NAD 83(2011) X  -    483,914.417 (meters)                     COMP
 OJ0391  NAD 83(2011) Y  - -4,573,978.458 (meters)                     COMP
 OJ0391  NAD 83(2011) Z  -  4,404,135.212 (meters)                     COMP
 OJ0391  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 OJ0391  DYNAMIC HEIGHT  -        187.542 (meters)      615.29  (feet) COMP
 OJ0391  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 OJ0391
 OJ0391  VERT ORDER      -  FIRST     CLASS II
 OJ0391
 OJ0391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0391  Standards:
 OJ0391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0391  -------------------------------------------------------------------
 OJ0391  NETWORK    0.53   0.98           0.24   0.19   0.50      0.03310467
 OJ0391  -------------------------------------------------------------------
 OJ0391  Click here for local accuracies and other accuracy information.
 OJ0391
 OJ0391.The horizontal coordinates were established by GPS observations
 OJ0391.and adjusted by the National Geodetic Survey in June 2012.
 OJ0391
 OJ0391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0391.been affixed to the stable North American tectonic plate. See 
 OJ0391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0391
 OJ0391.The horizontal coordinates are valid at the epoch date displayed above
 OJ0391.which is a decimal equivalence of Year/Month/Day.
 OJ0391
 OJ0391.The orthometric height was determined by differential leveling and
 OJ0391.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0391.in October 2009.
 OJ0391
 OJ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0391.GEOID18 height accuracy estimate available here.
 OJ0391
 OJ0391.Click photographs - Photos may exist for this station.
 OJ0391
 OJ0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0391
 OJ0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0391
 OJ0391.The ellipsoidal height was determined by GPS observations
 OJ0391.and is referenced to NAD 83.
 OJ0391
 OJ0391.The dynamic height is computed by dividing the NAVD 88
 OJ0391.geopotential number by the normal gravity value computed on the
 OJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0391.degrees latitude (g = 980.6199 gals.).
 OJ0391
 OJ0391.The modeled gravity was interpolated from observed gravity values.
 OJ0391
 OJ0391. The following values were computed from the NAD 83(2011) position.
 OJ0391
 OJ0391;                    North         East     Units Scale Factor Converg.
 OJ0391;SPC MI C     -    70,371.253 6,032,588.369   MT  1.00006187   +0 17 12.3
 OJ0391;SPC MI C     -   230,876.81 19,791,956.59   iFT  1.00006187   +0 17 12.3
 OJ0391;UTM  17      - 4,870,492.393   262,419.710   MT  1.00029428   -2 03 20.8
 OJ0391;UTM  16      - 4,870,721.638   743,883.032   MT  1.00033161   +2 06 37.3
 OJ0391
 OJ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0391!SPC MI C     -   0.99997608  x   1.00006187  =   1.00003794
 OJ0391!UTM  17      -   0.99997608  x   1.00029428  =   1.00027035
 OJ0391!UTM  16      -   0.99997608  x   1.00033161  =   1.00030768
 OJ0391
 OJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6241970492(NAD 83)
 OJ0391
 OJ0391                          SUPERSEDED SURVEY CONTROL
 OJ0391
 OJ0391  NAD 83(2007)-  43 56 57.10929(N)    083 57 38.62428(W) AD(2002.00) 0
 OJ0391  ELLIP H (02/10/07)  152.668  (m)                       GP(2002.00)    
 OJ0391  ELLIP H (07/12/02)  152.628  (m)                       GP(       ) 4 1
 OJ0391  NAD 83(1994)-  43 56 57.10898(N)    083 57 38.62460(W) AD(       ) 1
 OJ0391  ELLIP H (02/03/97)  152.643  (m)                       GP(       ) 4 1
 OJ0391  NAD 83(1986)-  43 56 57.09963(N)    083 57 38.63717(W) AD(       ) 1
 OJ0391  NAD 83(1986)-  43 56 57.10036(N)    083 57 38.63555(W) AD(       ) 3
 OJ0391  NAVD 88             187.56   (m)          615.4    (f) LEVELING    3  
 OJ0391  NAVD 88 (06/15/91)  187.564  (m)          615.37   (f) SUPERSEDED  1 2
 OJ0391  NGVD 29 (??/??/92)  187.746  (m)          615.96   (f) ADJ UNCH    1 2
 OJ0391  NGVD 29             187.75   (m)          616.0    (f) LEVELING    3  
 OJ0391
 OJ0391.Superseded values are not recommended for survey control.
 OJ0391
 OJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0391.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0391
 OJ0391_MARKER: DB = BENCH MARK DISK
 OJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0391_STAMPING: E 29 1930
 OJ0391_MARK LOGO: CGS
 OJ0391_PROJECTION: PROJECTING
 OJ0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0391+STABILITY: SURFACE MOTION
 OJ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0391+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 OJ0391
 OJ0391  HISTORY     - Date     Condition        Report By
 OJ0391  HISTORY     - 1930     MONUMENTED       CGS
 OJ0391  HISTORY     - 1934     GOOD             CGS
 OJ0391  HISTORY     - 19890301 GOOD             NGS
 OJ0391  HISTORY     - 19940406 GOOD             MIDT
 OJ0391  HISTORY     - 20011011 GOOD             USPSQD
 OJ0391  HISTORY     - 20040511 GOOD             INDIV
 OJ0391  HISTORY     - 20040530 GOOD             WADTRI
 OJ0391  HISTORY     - 20080423 GOOD             COLEM
 OJ0391
 OJ0391                          STATION DESCRIPTION
 OJ0391
 OJ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0391'2.3 MI S FROM STANDISH.
 OJ0391'2.3 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0391'STATION AT STANDISH, ARENAC COUNTY, 30 YARDS WEST OF A CONCRETE
 OJ0391'BLOCK FARMHOUSE, 38 FEET EAST OF THE EAST RAIL, AND 24 FEET WEST
 OJ0391'OF A ROAD PARALLELING THE TRACK ON THE EAST AND ENDING AT THE
 OJ0391'FARMHOUSE.  A STANDARD DISK, STAMPED 615.963 E 29 1930 AND SET
 OJ0391'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OJ0391
 OJ0391                          STATION RECOVERY (1989)
 OJ0391
 OJ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0391'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) NORTH OF PINCONNING,
 OJ0391'6.5 KM (4.05 MI) SOUTHWEST OF PINE RIVER AND 3.2 KM (2.00 MI) SOUTH OF
 OJ0391'STANDISH.  OWNERSHIP--PENN CENTRAL RAILROAD.
 OJ0391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 OJ0391'HIGHWAY 61 IN THE CENTER OF STANDISH, GO SOUTH ON HIGHWAY 23 FOR 2.63
 OJ0391'KM (1.65 MI) TO A GRAVELED ROAD ON THE LEFT, JUST BEFORE CROSSING THE
 OJ0391'PENN CENTRAL RAILROAD TRACKS.  TURN LEFT AND GO SOUTH ON HENDERSON
 OJ0391'ROAD FOR 0.68 KM (0.40 MI) TO A CROSSROAD (SAGATOO ROAD).  CONTINUE
 OJ0391'SOUTH ON HENDERSON ROAD FOR 0.51 KM (0.30 MI) TO THE STATION ON THE
 OJ0391'RIGHT AT A DIRT ROAD CROSSING THE RAILROAD TRACKS.
 OJ0391'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0391'MONUMENT THAT PROJECTS 10 CM.  LOCATED 11.6 M (38.1 FT) EAST OF THE
 OJ0391'NEAR RAIL, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A DIRT ROAD, 7.9 M
 OJ0391'(25.9 FT) WEST OF THE CENTER OF HENDERSON ROAD AND 0.3 M (1.0 FT)
 OJ0391'NORTH OF A CARSONITE WITNESS POST.
 OJ0391'DESCRIBED BY E.J. HANSMANN.
 OJ0391
 OJ0391                          STATION RECOVERY (1994)
 OJ0391
 OJ0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 OJ0391'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 OJ0391'IT IS IN THE NORTHWEST 1/4 OF SECTION 23, T-18-N, R-4-E, IN STANDISH
 OJ0391'TOWNSHIP.  ABOUT 6.75 MI (10.86 KM) NORTH FROM PINCONNING, 4.05 MI
 OJ0391'(6.52 KM) SOUTHWEST OF THE PINE RIVER CONFLUENCE WITH THE SOUTH BRANCH
 OJ0391'OF THE PINE RIVER, 2.35 MI (3.78 KM) SOUTH OF THE CENTER OF STANDISH,
 OJ0391'AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 OJ0391'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-65 IN STANDISH, GO SOUTH
 OJ0391'AND SOUTHWEST 1.65 MI (2.66 KM) ALONG US HIGHWAY 23 TO GRAVEL ROAD
 OJ0391'RIGHT JUST BEFORE RAILROAD CROSSING.  TURN LEFT AND GO SOUTH 0.4 MI
 OJ0391'(0.6 KM) ALONG HENDERSON ROAD TO CROSSROAD, SAGATOO ROAD. CONTINUE
 OJ0391'SOUTH 0.3 MI (0.5 KM) ALONG HENDERSON ROAD TO DRIVEWAY WEST CROSSING
 OJ0391'RAILROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS 38.0
 OJ0391'FT (11.6 M) EAST FROM EAST RAIL OF RAILROAD, 30.8 FT (9.4 M) NORTH
 OJ0391'FROM CENTER OF DIRT DRIVEWAY, 26.0 FT (7.9 M) WEST FROM CENTER OF
 OJ0391'HENDERSON ROAD, 15.4 FT (4.7 M) SOUTHWEST CENTER OF 0.92 FT (28.04 CM)
 OJ0391'DIAMETER SPRUCE, AND 1.0 FT (0.3 M) NORTH FROM CARSONITE WITNESS POST.
 OJ0391
 OJ0391                          STATION RECOVERY (2001)
 OJ0391
 OJ0391'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OJ0391'RECOVERED IN GOOD CONDITION.
 OJ0391
 OJ0391                          STATION RECOVERY (2004)
 OJ0391
 OJ0391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OJ0391'RECOVERED IN GOOD CONDITION.
 OJ0391
 OJ0391                          STATION RECOVERY (2004)
 OJ0391
 OJ0391'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OJ0391'DESCRIPTION IS ADEQUATE
 OJ0391
 OJ0391                          STATION RECOVERY (2008)
 OJ0391
 OJ0391'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OJ0391'RECOVERED AS DESCRIBED.
 OJ0391'
 OJ0391'NOTE--THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS BECAUSE OF
 OJ0391'TREES TO THE NORTHEAST EXTEND TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0146 ***********************************************************************
 QK0146  DESIGNATION -  E 290
 QK0146  PID         -  QK0146
 QK0146  STATE/COUNTY-  MI/CHARLEVOIX
 QK0146  COUNTRY     -  US
 QK0146  USGS QUAD   -  BOYNE FALLS (2017)
 QK0146
 QK0146                         *CURRENT SURVEY CONTROL
 QK0146  ______________________________________________________________________
 QK0146* NAD 83(1986) POSITION- 45 13 08.     (N) 084 55 22.     (W)   SCALED
 QK0146* NAVD 88 ORTHO HEIGHT -   211.587 (meters)      694.18  (feet) ADJUSTED
 QK0146  ______________________________________________________________________
 QK0146  GEOID HEIGHT    -        -35.063 (meters)                     GEOID18
 QK0146  DYNAMIC HEIGHT  -        211.577 (meters)      694.15  (feet) COMP
 QK0146  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 QK0146
 QK0146  VERT ORDER      -  SECOND    CLASS 0
 QK0146
 QK0146.The horizontal coordinates were scaled from a map and have
 QK0146.an estimated accuracy of +/- 6 seconds.
 QK0146
 QK0146.The orthometric height was determined by differential leveling and
 QK0146.adjusted by the NATIONAL GEODETIC SURVEY
 QK0146.in June 1991.
 QK0146
 QK0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0146.GEOID18 height accuracy estimate available here.
 QK0146
 QK0146.Click photographs - Photos may exist for this station.
 QK0146
 QK0146.The dynamic height is computed by dividing the NAVD 88
 QK0146.geopotential number by the normal gravity value computed on the
 QK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0146.degrees latitude (g = 980.6199 gals.).
 QK0146
 QK0146.The modeled gravity was interpolated from observed gravity values.
 QK0146
 QK0146;                    North         East    Units  Estimated Accuracy
 QK0146;SPC MI C     -   211,530.    5,956,320.      MT  (+/- 180 meters Scaled)
 QK0146
 QK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR630093(NAD 83)
 QK0146
 QK0146                          SUPERSEDED SURVEY CONTROL
 QK0146
 QK0146  NGVD 29 (??/??/92)  211.680  (m)          694.49   (f) ADJ UNCH    2 0
 QK0146
 QK0146.Superseded values are not recommended for survey control.
 QK0146
 QK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0146.See file dsdata.pdf to determine how the superseded data were derived.
 QK0146
 QK0146_MARKER: DB = BENCH MARK DISK
 QK0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0146_SP_SET: CULVERT HEADWALL
 QK0146_STAMPING: E 290 1938
 QK0146_MARK LOGO: CGS
 QK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0146+STABILITY: SURFACE MOTION
 QK0146
 QK0146  HISTORY     - Date     Condition        Report By
 QK0146  HISTORY     - 1938     MONUMENTED       CGS
 QK0146
 QK0146                          STATION DESCRIPTION
 QK0146
 QK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0146'3.9 MI N FROM BOYNE FALLS.
 QK0146'3.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0146'AT BOYNE FALLS, CHARLEVOIX COUNTY, AT A DIRT-ROAD CROSSING, 54
 QK0146'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 18 FEET WEST
 QK0146'OF THE WEST RAIL, 15 FEET NORTH OF THE ROAD, AT A ROAD CULVERT,
 QK0146'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND
 QK0146'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 290
 QK0146'1938.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0620 ***********************************************************************
 RJ0620  DESIGNATION -  E 293
 RJ0620  PID         -  RJ0620
 RJ0620  STATE/COUNTY-  MI/CHIPPEWA
 RJ0620  COUNTRY     -  US
 RJ0620  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0620
 RJ0620                         *CURRENT SURVEY CONTROL
 RJ0620  ______________________________________________________________________
 RJ0620* NAD 83(1986) POSITION- 46 27 39.     (N) 084 17 30.     (W)   SCALED
 RJ0620* NAVD 88 ORTHO HEIGHT -   178.803 (meters)      586.62  (feet) ADJUSTED
 RJ0620  ______________________________________________________________________
 RJ0620  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ0620  DYNAMIC HEIGHT  -        178.813 (meters)      586.66  (feet) COMP
 RJ0620  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RJ0620
 RJ0620  VERT ORDER      -  FIRST     CLASS 0
 RJ0620
 RJ0620.The horizontal coordinates were scaled from a map and have
 RJ0620.an estimated accuracy of +/- 6 seconds.
 RJ0620
 RJ0620.The orthometric height was determined by differential leveling and
 RJ0620.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0620.in June 1991.
 RJ0620
 RJ0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0620.GEOID18 height accuracy estimate available here.
 RJ0620
 RJ0620.Click photographs - Photos may exist for this station.
 RJ0620
 RJ0620.The dynamic height is computed by dividing the NAVD 88
 RJ0620.geopotential number by the normal gravity value computed on the
 RJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0620.degrees latitude (g = 980.6199 gals.).
 RJ0620
 RJ0620.The modeled gravity was interpolated from observed gravity values.
 RJ0620
 RJ0620;                    North         East    Units  Estimated Accuracy
 RJ0620;SPC MI N     -   190,000.    8,207,990.      MT  (+/- 180 meters Scaled)
 RJ0620
 RJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS079488(NAD 83)
 RJ0620
 RJ0620                          SUPERSEDED SURVEY CONTROL
 RJ0620
 RJ0620.No superseded survey control is available for this station.
 RJ0620
 RJ0620_MARKER: I = METAL ROD
 RJ0620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0620_STAMPING: E 293 1983
 RJ0620_MARK LOGO: NGS
 RJ0620_PROJECTION: FLUSH
 RJ0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0620+STABILITY: POSITION/ELEVATION WELL
 RJ0620_ROD/PIPE-DEPTH: 23.2 meters
 RJ0620_SLEEVE-DEPTH  : 6.09 meters
 RJ0620
 RJ0620  HISTORY     - Date     Condition        Report By
 RJ0620  HISTORY     - 1983     MONUMENTED       NGS
 RJ0620  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0620
 RJ0620                          STATION DESCRIPTION
 RJ0620
 RJ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0620'6.8 KM (4.2 MI) SE FROM SAULT STE MARIE.
 RJ0620'6.8 KM (4.2 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0620'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON THE
 RJ0620'PROPERTY OF MR. KWIATKOWSKI AT 3090 RIVERSIDE DRIVE, SET IN THE LAWN
 RJ0620'AT THE SOUTHEAST CORNER OF A TWO-CAR GARAGE, 11.90 METERS (39.0 FT)
 RJ0620'WEST-SOUTHWEST OF THE CENTERLINE OF RIVERSIDE DRIVE, 4.28 METERS
 RJ0620'(14.0 FT) NORTH-NORTHWEST OF A LARGE POWERLINE POLE WITH A
 RJ0620'TRANSFORMER, 1.98 METERS (6.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 RJ0620'THE GARAGE, 7.00 METERS (23.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 RJ0620'CORNER OF THE GARAGE.
 RJ0620'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0620
 RJ0620                          STATION RECOVERY (2005)
 RJ0620
 RJ0620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0620'THE TWO-CAR GARAGE IN THE DESCRIPTION NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0083 ***********************************************************************
 QJ0083  DESIGNATION -  E 294
 QJ0083  PID         -  QJ0083
 QJ0083  STATE/COUNTY-  MI/CHIPPEWA
 QJ0083  COUNTRY     -  US
 QJ0083  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0083
 QJ0083                         *CURRENT SURVEY CONTROL
 QJ0083  ______________________________________________________________________
 QJ0083* NAD 83(1986) POSITION- 45 59 14.     (N) 083 57 52.     (W)   SCALED
 QJ0083* NAVD 88 ORTHO HEIGHT -   198.643 (meters)      651.71  (feet) ADJUSTED
 QJ0083  ______________________________________________________________________
 QJ0083  GEOID HEIGHT    -        -36.714 (meters)                     GEOID18
 QJ0083  DYNAMIC HEIGHT  -        198.646 (meters)      651.72  (feet) COMP
 QJ0083  MODELED GRAVITY -    980,627.3   (mgal)                       NAVD 88
 QJ0083
 QJ0083  VERT ORDER      -  FIRST     CLASS 0
 QJ0083
 QJ0083.The horizontal coordinates were scaled from a map and have
 QJ0083.an estimated accuracy of +/- 6 seconds.
 QJ0083
 QJ0083.The orthometric height was determined by differential leveling and
 QJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0083.in June 1991.
 QJ0083
 QJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0083.GEOID18 height accuracy estimate available here.
 QJ0083
 QJ0083.Click photographs - Photos may exist for this station.
 QJ0083
 QJ0083.The dynamic height is computed by dividing the NAVD 88
 QJ0083.geopotential number by the normal gravity value computed on the
 QJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0083.degrees latitude (g = 980.6199 gals.).
 QJ0083
 QJ0083.The modeled gravity was interpolated from observed gravity values.
 QJ0083
 QJ0083;                    North         East    Units  Estimated Accuracy
 QJ0083;SPC MI N     -   138,310.    8,235,120.      MT  (+/- 180 meters Scaled)
 QJ0083
 QJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL704969(NAD 83)
 QJ0083
 QJ0083                          SUPERSEDED SURVEY CONTROL
 QJ0083
 QJ0083.No superseded survey control is available for this station.
 QJ0083
 QJ0083_MARKER: I = METAL ROD
 QJ0083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0083_STAMPING: E 294 1983
 QJ0083_MARK LOGO: NGS
 QJ0083_PROJECTION: FLUSH
 QJ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0083_ROD/PIPE-DEPTH: 14.6 meters
 QJ0083
 QJ0083  HISTORY     - Date     Condition        Report By
 QJ0083  HISTORY     - 1983     MONUMENTED       NGS
 QJ0083  HISTORY     - 19940728 GOOD             USPSQD
 QJ0083  HISTORY     - 20010331 GOOD             NGS
 QJ0083
 QJ0083                          STATION DESCRIPTION
 QJ0083
 QJ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0083'5.2 KM (3.25 MI) WEST FROM DE TOUR VILLAGE.
 QJ0083'5.2 KM (3.25 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QJ0083'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QJ0083'AT THE NORTHERNMOST ENTRANCE LEADING EAST TO THE MAPLE GROVE CEMETARY,
 QJ0083'22.86 METERS (75.0 FT) EAST-NORTHEAST OF THE CENTER OF SOUTH CARIBOU
 QJ0083'DRIVE, 3.5 METERS (11.5 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 QJ0083'CEMETERY, AND 0.3 METER (1.0 FT) WEST-SOUTHWEST OF A WIRE FENCE AROUND
 QJ0083'THE CEMETERY.
 QJ0083'THE MARK IS 0.39 METERS  NW FROM A WITNESS POST.
 QJ0083'THE MARK IS 0.3 M BELOW DRIVE.
 QJ0083
 QJ0083                          STATION RECOVERY (1994)
 QJ0083
 QJ0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0083'RECOVERED IN GOOD CONDITION.
 QJ0083
 QJ0083                          STATION RECOVERY (2001)
 QJ0083
 QJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0591 ***********************************************************************
 RJ0591  DESIGNATION -  E 295
 RJ0591  PID         -  RJ0591
 RJ0591  STATE/COUNTY-  MI/CHIPPEWA
 RJ0591  COUNTRY     -  US
 RJ0591  USGS QUAD   -  BRIMLEY (2017)
 RJ0591
 RJ0591                         *CURRENT SURVEY CONTROL
 RJ0591  ______________________________________________________________________
 RJ0591* NAD 83(1986) POSITION- 46 24 48.     (N) 084 35 42.     (W)   SCALED
 RJ0591* NAVD 88 ORTHO HEIGHT -   189.094 (meters)      620.39  (feet) ADJUSTED
 RJ0591  ______________________________________________________________________
 RJ0591  GEOID HEIGHT    -        -36.396 (meters)                     GEOID18
 RJ0591  DYNAMIC HEIGHT  -        189.102 (meters)      620.41  (feet) COMP
 RJ0591  MODELED GRAVITY -    980,652.7   (mgal)                       NAVD 88
 RJ0591
 RJ0591  VERT ORDER      -  FIRST     CLASS 0
 RJ0591
 RJ0591.The horizontal coordinates were scaled from a map and have
 RJ0591.an estimated accuracy of +/- 6 seconds.
 RJ0591
 RJ0591.The orthometric height was determined by differential leveling and
 RJ0591.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0591.in June 1991.
 RJ0591
 RJ0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0591.GEOID18 height accuracy estimate available here.
 RJ0591
 RJ0591.Click photographs - Photos may exist for this station.
 RJ0591
 RJ0591.The dynamic height is computed by dividing the NAVD 88
 RJ0591.geopotential number by the normal gravity value computed on the
 RJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0591.degrees latitude (g = 980.6199 gals.).
 RJ0591
 RJ0591.The modeled gravity was interpolated from observed gravity values.
 RJ0591
 RJ0591;                    North         East    Units  Estimated Accuracy
 RJ0591;SPC MI N     -   183,970.    8,184,860.      MT  (+/- 180 meters Scaled)
 RJ0591
 RJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS848427(NAD 83)
 RJ0591
 RJ0591                          SUPERSEDED SURVEY CONTROL
 RJ0591
 RJ0591.No superseded survey control is available for this station.
 RJ0591
 RJ0591_MARKER: I = METAL ROD
 RJ0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0591_STAMPING: E 295 1983
 RJ0591_MARK LOGO: NGS
 RJ0591_PROJECTION: FLUSH
 RJ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0591_ROD/PIPE-DEPTH: 18.3 meters
 RJ0591
 RJ0591  HISTORY     - Date     Condition        Report By
 RJ0591  HISTORY     - 1983     MONUMENTED       NGS
 RJ0591  HISTORY     - 20020910 MARK NOT FOUND   MIDT
 RJ0591
 RJ0591                          STATION DESCRIPTION
 RJ0591
 RJ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0591'2.7 KM (1.65 MI) NW FROM BRIMLEY.
 RJ0591'0.8 KM (0.5 MI) NORTHWEST ALONG STATE ROUTE M 221 FROM THE POST OFFICE
 RJ0591'IN BRIMLEY, THENCE 1.9 KM (1.15 MI) NORTHWEST ALONG AN ASPHALT ROAD,
 RJ0591'AT THE SOUTHEAST CORNER OF A TRIPLE CAR GARAGE, ON PROPERTY OF MR.
 RJ0591'M. KARZON, 9.8 KM (32.0 FT) NORTH OF THE CENTERLINE OF THE ASPHALT
 RJ0591'ROAD (LAKE SHORE ROAD), 1.2 METERS (4.0 FT) SOUTHEAST OF THE SOUTHEAST
 RJ0591'CORNER OF THE TRIPLE CAR GARAGE, 26.2 METERS (86.0 FT) WEST OF
 RJ0591'POWERLINE POLE NUMBER BR 1-55 A, AND 5.2 METERS (17.0 FT) WEST OF THE
 RJ0591'APPROXIMATE CENTER OF A PRIVATE DRIVE.
 RJ0591'THE MARK IS 0.15 M BELOW ROAD.
 RJ0591
 RJ0591                          STATION RECOVERY (2002)
 RJ0591
 RJ0591'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0591'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0625 ***********************************************************************
 RJ0625  DESIGNATION -  E 296
 RJ0625  PID         -  RJ0625
 RJ0625  STATE/COUNTY-  MI/CHIPPEWA
 RJ0625  COUNTRY     -  US
 RJ0625  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0625
 RJ0625                         *CURRENT SURVEY CONTROL
 RJ0625  ______________________________________________________________________
 RJ0625* NAD 83(1986) POSITION- 46 22 34.     (N) 084 16 51.     (W)   SCALED
 RJ0625* NAVD 88 ORTHO HEIGHT -   185.606 (meters)      608.94  (feet) ADJUSTED
 RJ0625  ______________________________________________________________________
 RJ0625  GEOID HEIGHT    -        -36.563 (meters)                     GEOID18
 RJ0625  DYNAMIC HEIGHT  -        185.616 (meters)      608.98  (feet) COMP
 RJ0625  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0625
 RJ0625  VERT ORDER      -  FIRST     CLASS 0
 RJ0625
 RJ0625.The horizontal coordinates were scaled from a map and have
 RJ0625.an estimated accuracy of +/- 6 seconds.
 RJ0625
 RJ0625.The orthometric height was determined by differential leveling and
 RJ0625.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0625.in June 1991.
 RJ0625
 RJ0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0625.GEOID18 height accuracy estimate available here.
 RJ0625
 RJ0625.Click photographs - Photos may exist for this station.
 RJ0625
 RJ0625.The dynamic height is computed by dividing the NAVD 88
 RJ0625.geopotential number by the normal gravity value computed on the
 RJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0625.degrees latitude (g = 980.6199 gals.).
 RJ0625
 RJ0625.The modeled gravity was interpolated from observed gravity values.
 RJ0625
 RJ0625;                    North         East    Units  Estimated Accuracy
 RJ0625;SPC MI N     -   180,620.    8,209,140.      MT  (+/- 180 meters Scaled)
 RJ0625
 RJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS091394(NAD 83)
 RJ0625
 RJ0625                          SUPERSEDED SURVEY CONTROL
 RJ0625
 RJ0625.No superseded survey control is available for this station.
 RJ0625
 RJ0625_MARKER: I = METAL ROD
 RJ0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0625_STAMPING: E 296 1983
 RJ0625_MARK LOGO: NGS
 RJ0625_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0625+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0625_ROD/PIPE-DEPTH: 9.7 meters
 RJ0625
 RJ0625  HISTORY     - Date     Condition        Report By
 RJ0625  HISTORY     - 1983     MONUMENTED       NGS
 RJ0625  HISTORY     - 20011029 GOOD             USPSQD
 RJ0625  HISTORY     - 20031205 GOOD             INDIV
 RJ0625
 RJ0625                          STATION DESCRIPTION
 RJ0625
 RJ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0625'17.9 KM (11.15 MI) SE FROM SAULT STE MARIE.
 RJ0625'17.1 KM (10.65 MI) EAST ALONG PORTAGE AVENUE (TURNS INTO RIVERSIDE
 RJ0625'DRIVE THEN INTO NICOLET ROAD) FROM THE JUNCTION OF ASHMUN STREET IN
 RJ0625'SAULT STE. MARIE TO THE INTERSECTION OF 9 MILE ROAD, THENCE 0.8 KM
 RJ0625'(0.5 MI) WEST ALONG 9 MILE ROAD TO THE MARK, SET AT THE JUNCTION OF
 RJ0625'RIVERSIDE ROAD, 21.0 METERS (69.0 FT) WEST OF THE CENTERLINE OF
 RJ0625'RIVERSIDE ROAD, 10.4 METERS (34.0 FT) WEST-SOUTHWEST OF SOUTHEAST
 RJ0625'CORNER OF GARAGE, 5.0 METERS (16.4 FT) SOUTHWEST OF SOUTHWEST CORNER
 RJ0625'OF GARAGE, 1.4 METERS (4.5 FT) SOUTH OF MOST EASTERLY OF A LINE OF
 RJ0625'PINE TREES.
 RJ0625'THE MARK IS ABOVE LEVEL WITH RIVERSIDE DRIVE.
 RJ0625
 RJ0625                          STATION RECOVERY (2001)
 RJ0625
 RJ0625'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0625'RECOVERED IN GOOD CONDITION.
 RJ0625
 RJ0625                          STATION RECOVERY (2003)
 RJ0625
 RJ0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0670 ***********************************************************************
 RJ0670  DESIGNATION -  E 297
 RJ0670  PID         -  RJ0670
 RJ0670  STATE/COUNTY-  MI/CHIPPEWA
 RJ0670  COUNTRY     -  US
 RJ0670  USGS QUAD   -  OAK RIDGE (2017)
 RJ0670
 RJ0670                         *CURRENT SURVEY CONTROL
 RJ0670  ______________________________________________________________________
 RJ0670* NAD 83(1986) POSITION- 46 17 19.4    (N) 084 12 35.9    (W)   HD_HELD2
 RJ0670* NAVD 88 ORTHO HEIGHT -   178.775 (meters)      586.53  (feet) ADJUSTED
 RJ0670  ______________________________________________________________________
 RJ0670  GEOID HEIGHT    -        -36.505 (meters)                     GEOID18
 RJ0670  DYNAMIC HEIGHT  -        178.784 (meters)      586.56  (feet) COMP
 RJ0670  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ0670
 RJ0670  VERT ORDER      -  FIRST     CLASS 0
 RJ0670
 RJ0670.The horizontal coordinates were established by autonomous hand held GPS
 RJ0670.observations and have an estimated accuracy of +/- 10 meters.
 RJ0670
 RJ0670.The orthometric height was determined by differential leveling and
 RJ0670.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0670.in June 1991.
 RJ0670
 RJ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0670.GEOID18 height accuracy estimate available here.
 RJ0670
 RJ0670.Click photographs - Photos may exist for this station.
 RJ0670
 RJ0670.The dynamic height is computed by dividing the NAVD 88
 RJ0670.geopotential number by the normal gravity value computed on the
 RJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0670.degrees latitude (g = 980.6199 gals.).
 RJ0670
 RJ0670.The modeled gravity was interpolated from observed gravity values.
 RJ0670
 RJ0670;                    North         East    Units  Estimated Accuracy
 RJ0670;SPC MI N     -   171,098.    8,214,933.      MT  (+/- 10 meters HH2 GPS)
 RJ0670
 RJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1490829911(NAD 83)
 RJ0670
 RJ0670                          SUPERSEDED SURVEY CONTROL
 RJ0670
 RJ0670.No superseded survey control is available for this station.
 RJ0670
 RJ0670_MARKER: F = FLANGE-ENCASED ROD
 RJ0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0670_STAMPING: E 297 1983
 RJ0670_MARK LOGO: NGS
 RJ0670_PROJECTION: RECESSED 1 CENTIMETERS
 RJ0670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0670+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 RJ0670_ROD/PIPE-DEPTH: 9.5 meters
 RJ0670
 RJ0670  HISTORY     - Date     Condition        Report By
 RJ0670  HISTORY     - 1983     MONUMENTED       NGS
 RJ0670  HISTORY     - 20181004 GOOD             NOS
 RJ0670  HISTORY     - 20220729 GOOD             CO-OPS
 RJ0670
 RJ0670                          STATION DESCRIPTION
 RJ0670
 RJ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0670'IN OAK RIDGE.
 RJ0670'IN OAK RIDGE, AT THE NEEBISH ISLAND FERRY LANDING ON THE WEST SIDE OF
 RJ0670'NEEBISH ISLAND, ABOUT 99.0 METERS (325.0 FT) EAST OF THE FERRY DOCK
 RJ0670'AND LOCATED IN THE WEST LAWN OF THE PROPERTY OF MR. TY LAITEN,
 RJ0670'11.3 METERS (43.0 FT) NORTH OF THE APPROXIMATE CENTER OF 15 MILE ROAD,
 RJ0670'6.3 METERS (20.8 FT) EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 RJ0670'0.30 METERS (2.0 FT) NORTH OF A WOODEN FLAGPOLE, 2.6 METERS (8.4 FT)
 RJ0670'WEST OF THE WEST FACE OF A DWELLING, 28.7 METERS (98.3 FT) NORTH OF
 RJ0670'BENCH MARK DOCK USLS, AND 28.65 METERS (94.0 FT) NORTH OF A POWERLINE
 RJ0670'POLE WITH A GUY WIRE AND A TRANSFORMER.
 RJ0670'THE MARK IS 0.31 M ABOVE ROAD.
 RJ0670
 RJ0670                          STATION RECOVERY (2018)
 RJ0670
 RJ0670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (MTS)
 RJ0670'ON THE WESTERN SIDE OF NEEBISH ISLAND, 25.7 KM (16.0 MI)
 RJ0670'SOUTH-SOUTHEAST OF SAULT STE MARIE AND 6.0 KM (3.7 MI) EAST-SOUTHEAST
 RJ0670'OF THE TOWN OF BARBEAU, MICHIGAN.
 RJ0670'
 RJ0670'TO REACH ON NEEBISH ISLAND, CHIPPEWA FROM THE INTERSECTION OF FIFTEEN
 RJ0670'MILE ROAD AND THE POST OFFICE IN BARBEAU, PROCEED EAST ON FIFTEEN MILE
 RJ0670'ROAD FOR 4.50 KM (2.80 MI) TO THE INTERSECTION WITH SCENIC RD (RIVER
 RJ0670'RD), THEN PROCEED SOUTH ON SCENIC ROAD FOR 1.10 KM (0.68 MI) TO AN
 RJ0670'ASPHALT ROAD ON THE EAST SIDE OF SCENIC ROAD LEADING TO THE NEEBISH
 RJ0670'ISLAND FERRY LANDING, THEN PROCEED EAST-NORTHEAST ALONG ASPHALT ROAD
 RJ0670'FOR 0.24 KM (0.15 MI) TO THE FERRY LANDING, THEN PROCEED ACROSS THE ST
 RJ0670'MARYS RIVER ON THE FERRY TO NEEBISH ISLAND, THEN PROCEED O.35 MILE
 RJ0670'EAST-NORTHEAST ALONG FERRY ROAD TO ITS INTERSECTION WITH FIFTEEN MILE
 RJ0670'ROAD, THEN PROCEED WEST-NORTHWEST ALONG FIFTEEN MILE ROAD FOR
 RJ0670'APPROXIMATELY 0.3 MI (0.5 KM) TO THE NORTH SIDE OF FIFTEEN MILE ROAD,
 RJ0670'IN THE AREA OF THE OLD FERRY LANDING, BEING THE TOP OF A STAINLESS
 RJ0670'STEEL ROD DRIVEN 3.05 M (10.0 FT) WITH A 5-INCH (13 CM) NATIONAL
 RJ0670'GEODETIC SURVEY LOGO CAP RECESSED 0.05 M (0.2 FT) BELOW THE LEVEL OF
 RJ0670'THE GROUND.
 RJ0670'
 RJ0670'IT IS 28.7 M (94.2 FT) NORTH OF BENCH MARK 907 6027 DOCK, 6.36 M (20.9
 RJ0670'FT) NORTH OF THE APPROXIMATELY CENTER OF FIFTEEN MILE ROAD AND 2.42 M
 RJ0670'(7.9 FT) WEST OF THE WEST FACE OF A RESIDENCE.
 RJ0670'
 RJ0670'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 RJ0670
 RJ0670                          STATION RECOVERY (2022)
 RJ0670
 RJ0670'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0692 ***********************************************************************
 RJ0692  DESIGNATION -  E 297 X
 RJ0692  PID         -  RJ0692
 RJ0692  STATE/COUNTY-  MI/CHIPPEWA
 RJ0692  COUNTRY     -  US
 RJ0692  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0692
 RJ0692                         *CURRENT SURVEY CONTROL
 RJ0692  ______________________________________________________________________
 RJ0692* NAD 83(1986) POSITION- 46 29 02.     (N) 084 14 30.     (W)   SCALED
 RJ0692* NAVD 88 ORTHO HEIGHT -   243.401 (meters)      798.56  (feet) ADJUSTED
 RJ0692  ______________________________________________________________________
 RJ0692  GEOID HEIGHT    -        -36.705 (meters)                     GEOID18
 RJ0692  DYNAMIC HEIGHT  -        243.415 (meters)      798.60  (feet) COMP
 RJ0692  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0692
 RJ0692  VERT ORDER      -  FIRST     CLASS 0
 RJ0692
 RJ0692.The horizontal coordinates were scaled from a map and have
 RJ0692.an estimated accuracy of +/- 6 seconds.
 RJ0692
 RJ0692.The orthometric height was determined by differential leveling and
 RJ0692.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0692.in June 1991.
 RJ0692
 RJ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0692.GEOID18 height accuracy estimate available here.
 RJ0692
 RJ0692.Click photographs - Photos may exist for this station.
 RJ0692
 RJ0692.The dynamic height is computed by dividing the NAVD 88
 RJ0692.geopotential number by the normal gravity value computed on the
 RJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0692.degrees latitude (g = 980.6199 gals.).
 RJ0692
 RJ0692.The modeled gravity was interpolated from observed gravity values.
 RJ0692
 RJ0692;                    North         East    Units  Estimated Accuracy
 RJ0692;SPC MI N     -   192,690.    8,211,740.      MT  (+/- 180 meters Scaled)
 RJ0692
 RJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117515(NAD 83)
 RJ0692
 RJ0692                          SUPERSEDED SURVEY CONTROL
 RJ0692
 RJ0692.No superseded survey control is available for this station.
 RJ0692
 RJ0692_MARKER: I = METAL ROD
 RJ0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0692_STAMPING: E 297 X 1983
 RJ0692_MARK LOGO: NGS
 RJ0692_PROJECTION: PROJECTING 10 CENTIMETERS
 RJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0692_ROD/PIPE-DEPTH: 3.3 meters
 RJ0692
 RJ0692  HISTORY     - Date     Condition        Report By
 RJ0692  HISTORY     - 1983     MONUMENTED       NGS
 RJ0692
 RJ0692                          STATION DESCRIPTION
 RJ0692
 RJ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0692'4.35 KM (2.7 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0692'4.35 KM (2.7 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0692'FERRY LANDING ON SUGAR ISLAND TO A DIRT ROAD RUNNING SOUTH AND THE
 RJ0692'MARK ON THE RIGHT, 27.1 METERS (88.9 FT) SOUTH OF THE CENTERLINE OF
 RJ0692'THE ROAD, AND 3.7 METERS (12.3 FT) WEST OF THE CENTER OF THE DIRT
 RJ0692'ROAD.  NOTE, ROD DRIVEN TO REFUSAL, ALSO DATUM POINT STAMPED E 297.
 RJ0692'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 RJ0692'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0907 ***********************************************************************
 QK0907  DESIGNATION -  E 298 REFERENCE
 QK0907  PID         -  QK0907
 QK0907  STATE/COUNTY-  MI/MACKINAC
 QK0907  COUNTRY     -  US
 QK0907  USGS QUAD   -  CEDARVILLE (2017)
 QK0907
 QK0907                         *CURRENT SURVEY CONTROL
 QK0907  ______________________________________________________________________
 QK0907* NAD 83(1986) POSITION- 45 59 56.     (N) 084 17 54.     (W)   SCALED
 QK0907* NAVD 88 ORTHO HEIGHT -   177.64  (meters)      582.8   (feet) RESET
 QK0907  ______________________________________________________________________
 QK0907  GEOID HEIGHT    -        -36.146 (meters)                     GEOID18
 QK0907  VERT ORDER      -  THIRD
 QK0907
 QK0907.The horizontal coordinates were scaled from a map and have
 QK0907.an estimated accuracy of +/- 6 seconds.
 QK0907
 QK0907.The orthometric height was computed from unverified reset data.
 QK0907
 QK0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0907.GEOID18 height accuracy estimate available here.
 QK0907
 QK0907.Click photographs - Photos may exist for this station.
 QK0907
 QK0907;                    North         East    Units  Estimated Accuracy
 QK0907;SPC MI N     -   138,670.    8,209,230.      MT  (+/- 180 meters Scaled)
 QK0907
 QK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR091974(NAD 83)
 QK0907
 QK0907                          SUPERSEDED SURVEY CONTROL
 QK0907
 QK0907.No superseded survey control is available for this station.
 QK0907
 QK0907_MARKER: DV = VERTICAL CONTROL DISK
 QK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0907_STAMPING: E  298 1993 REFERENCE
 QK0907_MARK LOGO: NGS
 QK0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0907+STABILITY: SURFACE MOTION
 QK0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0907+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 QK0907
 QK0907  HISTORY     - Date     Condition        Report By
 QK0907  HISTORY     - 1993     MONUMENTED       MIDT
 QK0907  HISTORY     - 20050613 GOOD             MIDT
 QK0907
 QK0907                          STATION DESCRIPTION
 QK0907
 QK0907'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 QK0907'A VERTICAL CONTROL MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT,
 QK0907'42 INCHES LONG, ABOUT FLUSH WITH THE GROUND.  LOCATED IN THE
 QK0907'NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 42 NORTH, RANGE 1 EAST, IN
 QK0907'MACKINAC COUNTY, 5.0 KM (3.10 MI) EAST ALONG STATE HIGHWAY 134 FROM
 QK0907'THE JUNCTION OF STATE HIGHWAY 129 IN CEDERVILLE, 52 FEET (15.8 M)
 QK0907'NORTH-NORTHEAST OF THE HIGHWAY CENTERLINE AND 43 FEET (13.1 M)
 QK0907'SOUTH-SOUTHWEST OF THE WESTERLY BANK OF MC KAY CREEK.
 QK0907
 QK0907                          STATION RECOVERY (2005)
 QK0907
 QK0907'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GAS)
 QK0907'SET NGS CARSONITE POST 3.5 FEET NORTH OF DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0906 ***********************************************************************
 QK0906  DESIGNATION -  E 298 RESET
 QK0906  PID         -  QK0906
 QK0906  STATE/COUNTY-  MI/MACKINAC
 QK0906  COUNTRY     -  US
 QK0906  USGS QUAD   -  CEDARVILLE (2017)
 QK0906
 QK0906                         *CURRENT SURVEY CONTROL
 QK0906  ______________________________________________________________________
 QK0906* NAD 83(1986) POSITION- 45 59 56.     (N) 084 17 54.     (W)   SCALED
 QK0906* NAVD 88 ORTHO HEIGHT -   177.25  (meters)      581.5   (feet) RESET
 QK0906  ______________________________________________________________________
 QK0906  GEOID HEIGHT    -        -36.146 (meters)                     GEOID18
 QK0906  VERT ORDER      -  THIRD
 QK0906
 QK0906.The horizontal coordinates were scaled from a map and have
 QK0906.an estimated accuracy of +/- 6 seconds.
 QK0906
 QK0906.The orthometric height was computed from unverified reset data.
 QK0906
 QK0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0906.GEOID18 height accuracy estimate available here.
 QK0906
 QK0906.Click photographs - Photos may exist for this station.
 QK0906
 QK0906;                    North         East    Units  Estimated Accuracy
 QK0906;SPC MI N     -   138,670.    8,209,230.      MT  (+/- 180 meters Scaled)
 QK0906
 QK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR091974(NAD 83)
 QK0906
 QK0906                          SUPERSEDED SURVEY CONTROL
 QK0906
 QK0906.No superseded survey control is available for this station.
 QK0906
 QK0906_MARKER: DV = VERTICAL CONTROL DISK
 QK0906_SETTING: 66 = SET IN ROCK OUTCROP
 QK0906_STAMPING: E 298 RESET 1993
 QK0906_MARK LOGO: NGS
 QK0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0906+STABILITY: POSITION/ELEVATION WELL
 QK0906
 QK0906  HISTORY     - Date     Condition        Report By
 QK0906  HISTORY     - 1993     MONUMENTED       MIDT
 QK0906
 QK0906                          STATION DESCRIPTION
 QK0906
 QK0906'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 QK0906'A VERTICAL CONTROL MARK DISK SET ON A 13 FT (4.0 M) X 6 FT (1.8 M)
 QK0906'BLACK ROCK OUTCROP JUTTING INTO MC KAY CREEK FROM THE WEST BANK.
 QK0906'LOCATED IN THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 42 NORTH, RANGE
 QK0906'1 EAST, 5.0 KM (3.10 MI) EAST ALONG STATE HIGHWAY 134 FROM THE
 QK0906'JUNCTION OF STATE HIGHWAY 129 IN CEDERVILLE, 197 FEET (60.0 M)
 QK0906'NORTH-NORTHEAST FROM THE CENTERLINE OF HIGHWAY AND 15 FEET (4.6 M)
 QK0906'WEST OF A METAL WITNESS SIGN ON A 6-INCH ASPEN IN MACKINAC COUNTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0680 ***********************************************************************
 RJ0680  DESIGNATION -  E 299
 RJ0680  PID         -  RJ0680
 RJ0680  STATE/COUNTY-  MI/CHIPPEWA
 RJ0680  COUNTRY     -  US
 RJ0680  USGS QUAD   -  OAK RIDGE (2017)
 RJ0680
 RJ0680                         *CURRENT SURVEY CONTROL
 RJ0680  ______________________________________________________________________
 RJ0680* NAD 83(1986) POSITION- 46 20 50.     (N) 084 09 49.     (W)   SCALED
 RJ0680* NAVD 88 ORTHO HEIGHT -   184.675 (meters)      605.89  (feet) ADJUSTED
 RJ0680  ______________________________________________________________________
 RJ0680  GEOID HEIGHT    -        -36.609 (meters)                     GEOID18
 RJ0680  DYNAMIC HEIGHT  -        184.685 (meters)      605.92  (feet) COMP
 RJ0680  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RJ0680
 RJ0680  VERT ORDER      -  FIRST     CLASS 0
 RJ0680
 RJ0680.The horizontal coordinates were scaled from a map and have
 RJ0680.an estimated accuracy of +/- 6 seconds.
 RJ0680
 RJ0680.The orthometric height was determined by differential leveling and
 RJ0680.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0680.in June 1991.
 RJ0680
 RJ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0680.GEOID18 height accuracy estimate available here.
 RJ0680
 RJ0680.Click photographs - Photos may exist for this station.
 RJ0680
 RJ0680.The dynamic height is computed by dividing the NAVD 88
 RJ0680.geopotential number by the normal gravity value computed on the
 RJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0680.degrees latitude (g = 980.6199 gals.).
 RJ0680
 RJ0680.The modeled gravity was interpolated from observed gravity values.
 RJ0680
 RJ0680;                    North         East    Units  Estimated Accuracy
 RJ0680;SPC MI N     -   177,720.    8,218,270.      MT  (+/- 180 meters Scaled)
 RJ0680
 RJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182365(NAD 83)
 RJ0680
 RJ0680                          SUPERSEDED SURVEY CONTROL
 RJ0680
 RJ0680.No superseded survey control is available for this station.
 RJ0680
 RJ0680_MARKER: I = METAL ROD
 RJ0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0680_STAMPING: E 299 1983
 RJ0680_MARK LOGO: NGS
 RJ0680_PROJECTION: FLUSH
 RJ0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0680_ROD/PIPE-DEPTH: 7.3 meters
 RJ0680
 RJ0680  HISTORY     - Date     Condition        Report By
 RJ0680  HISTORY     - 1983     MONUMENTED       NGS
 RJ0680
 RJ0680                          STATION DESCRIPTION
 RJ0680
 RJ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0680'27.2 KM (16.9 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0680'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0680'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0680'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD, THENCE 1.6 KM (1.0 MI)
 RJ0680'WEST ALONG 3 MILE ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD
 RJ0680'ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD, THENCE 9.75 KM
 RJ0680'(6.05 MI) SOUTH ALONG HOMESTEAD ROAD TO THE MARK ON THE RIGHT,
 RJ0680'12.6 METERS (41.3 FT) SOUTH OF THE CENTER OF THE ROAD, 3.8 METERS
 RJ0680'(12.5 FT) EAST OF THE EASTERNMOST ONE OF 2 GUY WIRES ON WEST SIDE OF
 RJ0680'POWERLINE POLE, AND 1.8 METERS (6.0 FT) WEST OF A POWERLINE POLE WITH
 RJ0680'4 GUY WIRES.
 RJ0680'THE MARK IS 0.3 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0301 ***********************************************************************
 QL0301  HT_MOD      -  This is a Height Modernization Survey Station.
 QL0301  DESIGNATION -  E 30
 QL0301  PID         -  QL0301
 QL0301  STATE/COUNTY-  MI/MENOMINEE
 QL0301  COUNTRY     -  US
 QL0301  USGS QUAD   -  WALLACE (2017)
 QL0301
 QL0301                         *CURRENT SURVEY CONTROL
 QL0301  ______________________________________________________________________
 QL0301* NAD 83(2011) POSITION- 45 15 13.67452(N) 087 36 51.65246(W)   ADJUSTED
 QL0301* NAD 83(2011) ELLIP HT-   157.555 (meters)        (06/27/12)   ADJUSTED
 QL0301* NAD 83(2011) EPOCH   -  2010.00
 QL0301* NAVD 88 ORTHO HEIGHT -   194.36  (meters)      637.7   (feet) GPS OBS
 QL0301  ______________________________________________________________________
 QL0301  NAVD 88 orthometric height was determined with geoid model    GEOID09
 QL0301  GEOID HEIGHT    -        -36.825 (meters)                     GEOID09
 QL0301  GEOID HEIGHT    -        -36.890 (meters)                     GEOID18
 QL0301  NAD 83(2011) X  -    187,219.355 (meters)                     COMP
 QL0301  NAD 83(2011) Y  - -4,493,815.004 (meters)                     COMP
 QL0301  NAD 83(2011) Z  -  4,507,360.516 (meters)                     COMP
 QL0301  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 QL0301
 QL0301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QL0301  Standards:
 QL0301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QL0301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QL0301  -------------------------------------------------------------------
 QL0301  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.00770919
 QL0301  -------------------------------------------------------------------
 QL0301  Click here for local accuracies and other accuracy information.
 QL0301
 QL0301.The horizontal coordinates were established by GPS observations
 QL0301.and adjusted by the National Geodetic Survey in June 2012.
 QL0301
 QL0301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QL0301.been affixed to the stable North American tectonic plate. See 
 QL0301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QL0301
 QL0301.The horizontal coordinates are valid at the epoch date displayed above
 QL0301.which is a decimal equivalence of Year/Month/Day.
 QL0301
 QL0301.The orthometric height was determined by GPS observations and a
 QL0301.high-resolution geoid model using precise GPS observation and
 QL0301.processing techniques.
 QL0301
 QL0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0301.GEOID18 height accuracy estimate available here.
 QL0301
 QL0301.Click photographs - Photos may exist for this station.
 QL0301
 QL0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0301
 QL0301.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0301
 QL0301.The ellipsoidal height was determined by GPS observations
 QL0301.and is referenced to NAD 83.
 QL0301
 QL0301. The following values were computed from the NAD 83(2011) position.
 QL0301
 QL0301;                    North         East     Units Scale Factor Converg.
 QL0301;SPC MI N     -    52,478.386 7,951,772.364   MT  1.00006337   -0 26 38.6
 QL0301;SPC MI N     -   172,173.18 26,088,492.01   iFT  1.00006337   -0 26 38.6
 QL0301;UTM  16      - 5,011,328.379   451,794.234   MT  0.99962857   -0 26 10.8
 QL0301
 QL0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0301!SPC MI N     -   0.99997530  x   1.00006337  =   1.00003867
 QL0301!UTM  16      -   0.99997530  x   0.99962857  =   0.99960388
 QL0301
 QL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5179411328(NAD 83)
 QL0301
 QL0301                          SUPERSEDED SURVEY CONTROL
 QL0301
 QL0301  NAD 83(2007)-  45 15 13.67486(N)    087 36 51.65367(W) AD(2002.00) A
 QL0301  ELLIP H (02/24/11)  157.559  (m)                       GP(2002.00) 3 2
 QL0301  NAVD 88 (06/15/91)  194.451  (m)          637.96   (f) ADJUSTED    1 2
 QL0301  NGVD 29 (??/??/92)  194.473  (m)          638.03   (f) ADJ UNCH    1 2
 QL0301
 QL0301.Superseded values are not recommended for survey control.
 QL0301
 QL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0301.See file dsdata.pdf to determine how the superseded data were derived.
 QL0301
 QL0301_MARKER: DB = BENCH MARK DISK
 QL0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0301_STAMPING: 638.033 E 30 1930
 QL0301_MARK LOGO: CGS
 QL0301_PROJECTION: RECESSED 4 CENTIMETERS
 QL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0301+STABILITY: SURFACE MOTION
 QL0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0301+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 QL0301
 QL0301  HISTORY     - Date     Condition        Report By
 QL0301  HISTORY     - 1930     MONUMENTED       CGS
 QL0301  HISTORY     - 1934     GOOD             CGS
 QL0301  HISTORY     - 20090526 GOOD             MIDT
 QL0301
 QL0301                          STATION DESCRIPTION
 QL0301
 QL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0301'5.1 MI S FROM WALLACE.
 QL0301'5.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0301'THE STATION AT WALLACE, MENOMINEE COUNTY, 0.8 MILE NORTH OF
 QL0301'HANSEN, AT A ROAD CROSSING, 28 FEET SOUTH OF THE CENTERLINE OF
 QL0301'THE ROAD, AND 44.4 FEET EAST OF THE EAST RAIL.  A STANDARD
 QL0301'DISK, STAMPED 638.033 E 30 1930 AND SET IN THE TOP OF A CONCRETE
 QL0301'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 QL0301
 QL0301                          STATION RECOVERY (2009)
 QL0301
 QL0301'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 QL0301'TO REACH FROM THE INTERSECTION OF FROM THE INTERSECTION OF US 41 AND
 QL0301'NUMBER 9.5 LANE, GO WEST ON NUMBER 9.5 LANE 30 M (98.4 FT) STATION IS
 QL0301'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0539 ***********************************************************************
 QK0539  DESIGNATION -  E 301
 QK0539  PID         -  QK0539
 QK0539  STATE/COUNTY-  MI/CHEBOYGAN
 QK0539  COUNTRY     -  US
 QK0539  USGS QUAD   -  CHEBOYGAN (2017)
 QK0539
 QK0539                         *CURRENT SURVEY CONTROL
 QK0539  ______________________________________________________________________
 QK0539* NAD 83(1986) POSITION- 45 38 20.     (N) 084 25 01.     (W)   SCALED
 QK0539* NAVD 88 ORTHO HEIGHT -   180.541 (meters)      592.32  (feet) ADJUSTED
 QK0539  ______________________________________________________________________
 QK0539  GEOID HEIGHT    -        -36.086 (meters)                     GEOID18
 QK0539  DYNAMIC HEIGHT  -        180.538 (meters)      592.32  (feet) COMP
 QK0539  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 QK0539
 QK0539  VERT ORDER      -  FIRST     CLASS II
 QK0539
 QK0539.The horizontal coordinates were scaled from a map and have
 QK0539.an estimated accuracy of +/- 6 seconds.
 QK0539
 QK0539.The orthometric height was determined by differential leveling and
 QK0539.adjusted by the NATIONAL GEODETIC SURVEY
 QK0539.in June 1991.
 QK0539
 QK0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0539.GEOID18 height accuracy estimate available here.
 QK0539
 QK0539.Click photographs - Photos may exist for this station.
 QK0539
 QK0539.The dynamic height is computed by dividing the NAVD 88
 QK0539.geopotential number by the normal gravity value computed on the
 QK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0539.degrees latitude (g = 980.6199 gals.).
 QK0539
 QK0539.The modeled gravity was interpolated from observed gravity values.
 QK0539
 QK0539;                    North         East    Units  Estimated Accuracy
 QK0539;SPC MI C     -   258,050.    5,996,080.      MT  (+/- 180 meters Scaled)
 QK0539
 QK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR013571(NAD 83)
 QK0539
 QK0539                          SUPERSEDED SURVEY CONTROL
 QK0539
 QK0539.No superseded survey control is available for this station.
 QK0539
 QK0539_MARKER: F = FLANGE-ENCASED ROD
 QK0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0539_STAMPING: E 301 1983
 QK0539_MARK LOGO: NGS
 QK0539_PROJECTION: RECESSED 6 CENTIMETERS
 QK0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0539+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 QK0539_ROD/PIPE-DEPTH: 12.2 meters
 QK0539
 QK0539  HISTORY     - Date     Condition        Report By
 QK0539  HISTORY     - 1983     MONUMENTED       NGS
 QK0539  HISTORY     - 20041004 GOOD             USPSQD
 QK0539  HISTORY     - 20080507 GOOD             MIDT
 QK0539  HISTORY     - 20180625 GOOD             SURVSL
 QK0539
 QK0539                          STATION DESCRIPTION
 QK0539
 QK0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0539'5.5 KM (3.4 MI) EAST FROM CHEBOYGAN.
 QK0539'0.4 KM (0.25 MI) NORTHEAST  ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0539'THE POST OFFICE IN CHEBOYGAN, THENCE 5.07 KM (3.15 MI) EAST ALONG U.S.
 QK0539'HIGHWAY 23 (STATE STREET) AT ALPENA STATE ROAD (GRAVEL ROAD) LEADING
 QK0539'EAST, 15.1 METERS (16.7 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 QK0539'23, 0.3 METER (1.0 FT) EAST OF A CONCRETE RIGHT-OF-WAY POST, 0.5 METER
 QK0539'(1.64 FT) WEST OF A METAL POST WITH A BURIED CABLE SIGN ATTACHED, AND
 QK0539'1.5 METERS (4.9 FT) NORTH OF AN OLD FENCE LINE.  NOTE, ROD ANCHORED AT
 QK0539'THIS DEPTH.
 QK0539'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 QK0539'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QK0539
 QK0539                          STATION RECOVERY (2004)
 QK0539
 QK0539'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0539'RECOVERED IN GOOD CONDITION.
 QK0539
 QK0539                          STATION RECOVERY (2008)
 QK0539
 QK0539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0539'RECOVERED IN GOOD CONDITION.
 QK0539'TO REACH FROM THE INTERSECTION OF MICHIGAN STATE HIGHWAY ROUTE 27
 QK0539'(M-27) AND UNITED STATES HIGHWAY ROUTE 23 (US-23) GO SOUTHEASTERLY
 QK0539'4.68 KM (2.90 MI)TO STATION ON RIGHT ABOUT 600 FT. EAST OF GRAVEL(OLD
 QK0539'ALPENA STATE) ROAD .  IT IS 15.60 METERS SOUTH FROM THE CENTERLINE OF
 QK0539'US-23.
 QK0539'GPS OBSERVABLE WETLAND AREA.
 QK0539
 QK0539                          STATION RECOVERY (2018)
 QK0539
 QK0539'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2018 (BE)
 QK0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0498 ***********************************************************************
 QK0498  DESIGNATION -  E 302
 QK0498  PID         -  QK0498
 QK0498  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0498  COUNTRY     -  US
 QK0498  USGS QUAD   -  OCQUEOC (2017)
 QK0498
 QK0498                         *CURRENT SURVEY CONTROL
 QK0498  ______________________________________________________________________
 QK0498* NAD 83(1986) POSITION- 45 29 12.     (N) 084 03 59.     (W)   SCALED
 QK0498* NAVD 88 ORTHO HEIGHT -   207.482 (meters)      680.71  (feet) ADJUSTED
 QK0498  ______________________________________________________________________
 QK0498  GEOID HEIGHT    -        -36.569 (meters)                     GEOID18
 QK0498  DYNAMIC HEIGHT  -        207.474 (meters)      680.69  (feet) COMP
 QK0498  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 QK0498  OBS GRAVITY     -    980,573.9   (mgal)                       GRAV_OBS
 QK0498
 QK0498  VERT ORDER      -  FIRST     CLASS II
 QK0498
 QK0498.The horizontal coordinates were scaled from a map and have
 QK0498.an estimated accuracy of +/- 6 seconds.
 QK0498
 QK0498.The orthometric height was determined by differential leveling and
 QK0498.adjusted by the NATIONAL GEODETIC SURVEY
 QK0498.in June 1991.
 QK0498
 QK0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0498.GEOID18 height accuracy estimate available here.
 QK0498
 QK0498.Click photographs - Photos may exist for this station.
 QK0498
 QK0498.The dynamic height is computed by dividing the NAVD 88
 QK0498.geopotential number by the normal gravity value computed on the
 QK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0498.degrees latitude (g = 980.6199 gals.).
 QK0498
 QK0498.The modeled gravity was interpolated from observed gravity values.
 QK0498
 QK0498.The observed gravity was obtained from relative gravimeter ties
 QK0498.to the IGSN71 gravity network.
 QK0498
 QK0498;                    North         East    Units  Estimated Accuracy
 QK0498;SPC MI C     -   241,180.    6,023,470.      MT  (+/- 180 meters Scaled)
 QK0498
 QK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR292412(NAD 83)
 QK0498
 QK0498                          SUPERSEDED SURVEY CONTROL
 QK0498
 QK0498.No superseded survey control is available for this station.
 QK0498
 QK0498_MARKER: I = METAL ROD
 QK0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0498_STAMPING: E 302 1983
 QK0498_MARK LOGO: NGS
 QK0498_PROJECTION: FLUSH
 QK0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0498+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 QK0498_ROD/PIPE-DEPTH: 36.6 meters
 QK0498
 QK0498  HISTORY     - Date     Condition        Report By
 QK0498  HISTORY     - 1983     MONUMENTED       NGS
 QK0498  HISTORY     - 20030627 GOOD             USPSQD
 QK0498
 QK0498                          STATION DESCRIPTION
 QK0498
 QK0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0498'22.9 KM (14.25 MI) NW FROM ROGERS CITY.
 QK0498'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0498'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 21.1 KM (13.15 MI)
 QK0498'NORTHWEST ALONG HIGHWAY 23 AT A LINE OF NINE LARGE PILINGS AT A RIGHT
 QK0498'ANGLE TO THE HIGHWAY WITH A WOOD SIGN ATTACHED (MRINERS COVE) 0.8 KM
 QK0498'(0.5 MI) EAST-SOUTHEAST OF THE BRIDGE OVER THE OCQUEOC RIVERS,
 QK0498'15.45 METERS (50.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0498'3.81 METERS (12.5 FT) SOUTH-SOUTHEAST OF THE NORTH ONE OF THE NINE
 QK0498'PILINGS, 0.64 METER (2.1 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE
 QK0498'SOUTH ONE OF THE NINE PILINGS, AND 0.64 METER (2.1 FT) EAST OF THE
 QK0498'EAST SIDE OF THE SECOND PILING FROM THE SOUTH END OF THE NINE.
 QK0498'THE MARK IS 0.97 METERS  NNE FROM A WITNESS POST.
 QK0498'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QK0498
 QK0498                          STATION RECOVERY (2003)
 QK0498
 QK0498'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0498'WITNESS POST HAS BEEN TAKEN DOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0696 ***********************************************************************
 OJ0696  DESIGNATION -  E 303
 OJ0696  PID         -  OJ0696
 OJ0696  STATE/COUNTY-  MI/BAY
 OJ0696  COUNTRY     -  US
 OJ0696  USGS QUAD   -  PINCONNING (2017)
 OJ0696
 OJ0696                         *CURRENT SURVEY CONTROL
 OJ0696  ______________________________________________________________________
 OJ0696* NAD 83(1986) POSITION- 43 52 04.     (N) 083 57 58.     (W)   SCALED
 OJ0696* NAVD 88 ORTHO HEIGHT -   182.940 (meters)      600.20  (feet) ADJUSTED
 OJ0696  ______________________________________________________________________
 OJ0696  GEOID HEIGHT    -        -34.873 (meters)                     GEOID18
 OJ0696  DYNAMIC HEIGHT  -        182.907 (meters)      600.09  (feet) COMP
 OJ0696  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 OJ0696
 OJ0696  VERT ORDER      -  FIRST     CLASS II
 OJ0696
 OJ0696.The horizontal coordinates were scaled from a map and have
 OJ0696.an estimated accuracy of +/- 6 seconds.
 OJ0696
 OJ0696.The orthometric height was determined by differential leveling and
 OJ0696.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0696.in June 1991.
 OJ0696
 OJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0696.GEOID18 height accuracy estimate available here.
 OJ0696
 OJ0696.Click photographs - Photos may exist for this station.
 OJ0696
 OJ0696.The dynamic height is computed by dividing the NAVD 88
 OJ0696.geopotential number by the normal gravity value computed on the
 OJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0696.degrees latitude (g = 980.6199 gals.).
 OJ0696
 OJ0696.The modeled gravity was interpolated from observed gravity values.
 OJ0696
 OJ0696;                    North         East    Units  Estimated Accuracy
 OJ0696;SPC MI S     -   263,100.    4,032,200.      MT  (+/- 180 meters Scaled)
 OJ0696
 OJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ616614(NAD 83)
 OJ0696
 OJ0696                          SUPERSEDED SURVEY CONTROL
 OJ0696
 OJ0696.No superseded survey control is available for this station.
 OJ0696
 OJ0696_MARKER: I = METAL ROD
 OJ0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0696_STAMPING: E 303 1983
 OJ0696_MARK LOGO: NGS
 OJ0696_PROJECTION: FLUSH
 OJ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0696+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0696_ROD/PIPE-DEPTH: 6.09 meters
 OJ0696
 OJ0696  HISTORY     - Date     Condition        Report By
 OJ0696  HISTORY     - 1983     MONUMENTED       NGS
 OJ0696  HISTORY     - 19970719 GOOD             USPSQD
 OJ0696  HISTORY     - 20060128 GOOD             USPSQD
 OJ0696
 OJ0696                          STATION DESCRIPTION
 OJ0696
 OJ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0696'1.6 KM (1.0 MI) NORTH FROM PINCONNING.
 OJ0696'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0696'PINCONNING ROAD IN PINCONNING, AT THE JUNCTION OF CODY ESTEY ROAD, IN
 OJ0696'THE NORTHEAST ANGLE OF THE INTERSECTION, 58.27 METERS (191.2 FT) EAST
 OJ0696'OF THE CENTERLINE OF STATE HIGHWAY 13, 13.71 METERS (45.0 FT) SOUTH OF
 OJ0696'THE SOUTHEAST CORNER OF A WHITE CINDER BLOCK BUILDING, 11.12 METERS
 OJ0696'(36.5 FT) NORTH OF THE CENTER OF CODY ESTEY ROAD, AND 1.0 METER
 OJ0696'(3.3 FT) NORTH OF A POWERLINE POLE.
 OJ0696'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0696
 OJ0696                          STATION RECOVERY (1997)
 OJ0696
 OJ0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0696'RECOVERED IN GOOD CONDITION.
 OJ0696
 OJ0696                          STATION RECOVERY (2006)
 OJ0696
 OJ0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0696'THERE IS NOW A WITNESS POST AT THE LOCATION.  THE POST IS AT THE BASE
 OJ0696'OF THE WEST SIDE OF THE POWERLINE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0179 ***********************************************************************
 PK0179  DESIGNATION -  E 304
 PK0179  PID         -  PK0179
 PK0179  STATE/COUNTY-  MI/IOSCO
 PK0179  COUNTRY     -  US
 PK0179  USGS QUAD   -  TAWAS CITY (2017)
 PK0179
 PK0179                         *CURRENT SURVEY CONTROL
 PK0179  ______________________________________________________________________
 PK0179* NAD 83(2011) POSITION- 44 16 34.93150(N) 083 30 05.82067(W)   ADJUSTED
 PK0179* NAD 83(2011) ELLIP HT-   144.146 (meters)        (06/27/12)   ADJUSTED
 PK0179* NAD 83(2011) EPOCH   -  2010.00
 PK0179* NAVD 88 ORTHO HEIGHT -   179.396 (meters)      588.57  (feet) ADJUSTED
 PK0179  ______________________________________________________________________
 PK0179  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0179  NAD 83(2011) X  -    517,685.236 (meters)                     COMP
 PK0179  NAD 83(2011) Y  - -4,544,805.258 (meters)                     COMP
 PK0179  NAD 83(2011) Z  -  4,430,230.786 (meters)                     COMP
 PK0179  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 PK0179  DYNAMIC HEIGHT  -        179.373 (meters)      588.49  (feet) COMP
 PK0179  MODELED GRAVITY -    980,485.6   (mgal)                       NAVD 88
 PK0179
 PK0179  VERT ORDER      -  FIRST     CLASS II
 PK0179
 PK0179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PK0179  Standards:
 PK0179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PK0179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PK0179  -------------------------------------------------------------------
 PK0179  NETWORK    1.03   1.61           0.48   0.33   0.82     -0.05774255
 PK0179  -------------------------------------------------------------------
 PK0179  Click here for local accuracies and other accuracy information.
 PK0179
 PK0179.The horizontal coordinates were established by GPS observations
 PK0179.and adjusted by the National Geodetic Survey in June 2012.
 PK0179
 PK0179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PK0179.been affixed to the stable North American tectonic plate. See 
 PK0179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PK0179
 PK0179.The horizontal coordinates are valid at the epoch date displayed above
 PK0179.which is a decimal equivalence of Year/Month/Day.
 PK0179
 PK0179.The orthometric height was determined by differential leveling and
 PK0179.adjusted by the NATIONAL GEODETIC SURVEY
 PK0179.in June 1991.
 PK0179
 PK0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0179.GEOID18 height accuracy estimate available here.
 PK0179
 PK0179.Click photographs - Photos may exist for this station.
 PK0179
 PK0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0179
 PK0179.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0179
 PK0179.The ellipsoidal height was determined by GPS observations
 PK0179.and is referenced to NAD 83.
 PK0179
 PK0179.The dynamic height is computed by dividing the NAVD 88
 PK0179.geopotential number by the normal gravity value computed on the
 PK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0179.degrees latitude (g = 980.6199 gals.).
 PK0179
 PK0179.The modeled gravity was interpolated from observed gravity values.
 PK0179
 PK0179. The following values were computed from the NAD 83(2011) position.
 PK0179
 PK0179;                    North         East     Units Scale Factor Converg.
 PK0179;SPC MI C     -   107,012.282 6,069,056.785   MT  0.99997997   +0 36 39.9
 PK0179;SPC MI C     -   351,090.16 19,911,603.63   iFT  0.99997997   +0 36 39.9
 PK0179;UTM  17      - 4,905,612.867   300,366.739   MT  1.00009016   -1 44 49.2
 PK0179
 PK0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0179!SPC MI C     -   0.99997740  x   0.99997997  =   0.99995737
 PK0179!UTM  17      -   0.99997740  x   1.00009016  =   1.00006756
 PK0179
 PK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0036605612(NAD 83)
 PK0179
 PK0179                          SUPERSEDED SURVEY CONTROL
 PK0179
 PK0179  NAD 83(2007)-  44 16 34.93255(N)    083 30 05.82080(W) AD(2002.00) 0
 PK0179  ELLIP H (02/10/07)  144.239  (m)                       GP(2002.00)    
 PK0179  ELLIP H (07/12/02)  144.205  (m)                       GP(       ) 4 1
 PK0179  NAD 83(1994)-  44 16 34.93234(N)    083 30 05.82111(W) AD(       ) 1
 PK0179  ELLIP H (02/03/97)  144.217  (m)                       GP(       ) 4 1
 PK0179  NAD 83(1986)-  44 16 34.92192(N)    083 30 05.83041(W) AD(       ) 1
 PK0179  NAVD 88             179.40   (m)          588.6    (f) LEVELING    3  
 PK0179
 PK0179.Superseded values are not recommended for survey control.
 PK0179
 PK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0179.See file dsdata.pdf to determine how the superseded data were derived.
 PK0179
 PK0179_MARKER: F = FLANGE-ENCASED ROD
 PK0179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0179_STAMPING: E 304 1983
 PK0179_MARK LOGO: NGS
 PK0179_PROJECTION: RECESSED 10 CENTIMETERS
 PK0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0179+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 PK0179_ROD/PIPE-DEPTH: 13.4 meters
 PK0179
 PK0179  HISTORY     - Date     Condition        Report By
 PK0179  HISTORY     - 1983     MONUMENTED       NGS
 PK0179  HISTORY     - 19940504 GOOD             MIDT
 PK0179  HISTORY     - 20050816 GOOD             USPSQD
 PK0179  HISTORY     - 20071011 GOOD             INDIV
 PK0179  HISTORY     - 20090401 GOOD             INDIV
 PK0179  HISTORY     - 20200723 GOOD             MIDT
 PK0179  HISTORY     - 20221115 GOOD             SPICE
 PK0179
 PK0179                          STATION DESCRIPTION
 PK0179
 PK0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0179'2.1 KM (1.3 MI) NE FROM TAWAS CITY.
 PK0179'2.1 KM (1.3 MI) NORTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0179'CITY TO THE MARK ON THE RIGHT, 16.45 METERS (54.0 FT) SOUTHEAST OF THE
 PK0179'CENTERLINE OF LAKE STREET, 33.28 METERS (109.2 FT) NORTHEAST OF A
 PK0179'POWERLINE POLE, AND 24.59 METERS (80.7 FT) SOUTHWEST OF THE SOUTHWEST
 PK0179'CORNER OF A TWO LEVEL BUILDING (GIFT SHOP).
 PK0179'THE MARK IS 0.60 METERS  NW FROM A WITNESS POST.
 PK0179'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
 PK0179
 PK0179                          STATION RECOVERY (1994)
 PK0179
 PK0179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 PK0179'STATION IS LOCATED IN QUAD 440833, AND ON THE TAWAS CITY QUADRANGLE
 PK0179'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 29, T-22-N, R-8-E, IN THE
 PK0179'CITY OF EAST TAWAS.  ABOUT 10.0 MI (16.1 KM) NORTHEAST OF NATIONAL
 PK0179'CITY, 6.0 MI (9.7 KM) NORTH OF ALABASTER, AND 2.0 MI (3.2 KM) SOUTH OF
 PK0179'EAST TAWAS.  TO REACH THE STATION FROM THE POST OFFICE IN TAWAS CITY,
 PK0179'GO NORTHEAST 1.3 MI (2.1 KM) ALONG LAKE STREET (US HIGHWAY 23) TO THE
 PK0179'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 81.2 FT (24.7 M)
 PK0179'SOUTHWEST FROM BACK OF CURB JOINT AT SMALL TRAFFIC ISLAND, 54.0 FT
 PK0179'(16.5 M) SOUTHEAST OF THE CENTER OF PAVEMENT OF LAKE STREET (US
 PK0179'HIGHWAY 23) , 32.9 FT (10.0 M) EAST FROM CITY LIMITS SIGN FOR TAWAS
 PK0179'CITY AND EAST TAWAS, 21.5 FT (6.6 M) SOUTH FROM LIGHT POLE, AND 1.9 FT
 PK0179'(0.6 M) NORTHWEST FROM WITNESS POST WITH SIGN.
 PK0179
 PK0179                          STATION RECOVERY (2005)
 PK0179
 PK0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0179'ADDITION TO THE ABOVE DESCRIPTION.
 PK0179'NO TRAFFIC ISLAND REMAINS.
 PK0179
 PK0179                          STATION RECOVERY (2007)
 PK0179
 PK0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JO)
 PK0179'RECOVERED IN GOOD CONDITION.
 PK0179
 PK0179                          STATION RECOVERY (2009)
 PK0179
 PK0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (KTM)
 PK0179'RECOVERED IN GOOD CONDITION.
 PK0179
 PK0179                          STATION RECOVERY (2020)
 PK0179
 PK0179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 PK0179'STATION LOCATED 7 FT (2.1 M) EAST OF THE SOUTHWEST CORNER OF STONE
 PK0179'BASE OF WELCOME SIGN FOR EAST TAWAS, 19.5 FT (5.9 M) SOUTH EDGE OF
 PK0179'PAVEMENT OF BICYCLE PATH, 80 FT (24.4 M) WEST OF NORTHWESTERN CORNER
 PK0179'OF A TWO STORY STRUCTURE AND 1 FT (0.3 M) NORTH OF ORANGE CARSONITE
 PK0179'WITNESS POST.
 PK0179
 PK0179                          STATION RECOVERY (2022)
 PK0179
 PK0179'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (BE)
 PK0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0154 ***********************************************************************
 PK0154  DESIGNATION -  E 305
 PK0154  PID         -  PK0154
 PK0154  STATE/COUNTY-  MI/ARENAC
 PK0154  COUNTRY     -  US
 PK0154  USGS QUAD   -  WHITTEMORE (2017)
 PK0154
 PK0154                         *CURRENT SURVEY CONTROL
 PK0154  ______________________________________________________________________
 PK0154* NAD 83(1986) POSITION- 44 07 40.     (N) 083 47 15.     (W)   SCALED
 PK0154* NAVD 88 ORTHO HEIGHT -   190.656 (meters)      625.51  (feet) ADJUSTED
 PK0154  ______________________________________________________________________
 PK0154  GEOID HEIGHT    -        -35.173 (meters)                     GEOID18
 PK0154  DYNAMIC HEIGHT  -        190.626 (meters)      625.41  (feet) COMP
 PK0154  MODELED GRAVITY -    980,458.4   (mgal)                       NAVD 88
 PK0154
 PK0154  VERT ORDER      -  FIRST     CLASS II
 PK0154
 PK0154.The horizontal coordinates were scaled from a map and have
 PK0154.an estimated accuracy of +/- 6 seconds.
 PK0154
 PK0154.The orthometric height was determined by differential leveling and
 PK0154.adjusted by the NATIONAL GEODETIC SURVEY
 PK0154.in June 1991.
 PK0154
 PK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0154.GEOID18 height accuracy estimate available here.
 PK0154
 PK0154.Click photographs - Photos may exist for this station.
 PK0154
 PK0154.The dynamic height is computed by dividing the NAVD 88
 PK0154.geopotential number by the normal gravity value computed on the
 PK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0154.degrees latitude (g = 980.6199 gals.).
 PK0154
 PK0154.The modeled gravity was interpolated from observed gravity values.
 PK0154
 PK0154;                    North         East    Units  Estimated Accuracy
 PK0154;SPC MI C     -    90,300.    6,046,350.      MT  (+/- 180 meters Scaled)
 PK0154
 PK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ769898(NAD 83)
 PK0154
 PK0154                          SUPERSEDED SURVEY CONTROL
 PK0154
 PK0154.No superseded survey control is available for this station.
 PK0154
 PK0154_MARKER: I = METAL ROD
 PK0154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0154_STAMPING: E 305 1983
 PK0154_MARK LOGO: NGS
 PK0154_PROJECTION: FLUSH
 PK0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0154+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 PK0154_ROD/PIPE-DEPTH: 4.88 meters
 PK0154
 PK0154  HISTORY     - Date     Condition        Report By
 PK0154  HISTORY     - 1983     MONUMENTED       NGS
 PK0154  HISTORY     - 20010811 GOOD             USPSQD
 PK0154
 PK0154                          STATION DESCRIPTION
 PK0154
 PK0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0154'3.2 KM (2.0 MI) NE FROM TWINING.
 PK0154'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0154'HIGHWAY 65 IN TWINING, THENCE 1.6 KM (1.0 MI) NORTH ALONG CRAWFORD
 PK0154'ROAD, AT THE JUNCTION OF REISINGER ROAD LEADING WEST, MARK IS IN THE
 PK0154'NORTHWEST ANGLE OF THE INTERSECTION, 8.90 METERS (29.2 FT) WEST OF THE
 PK0154'APPROXIMATE CENTER OF CRAWFORD ROAD, 11.03 METERS (36.2 FT) NORTH OF
 PK0154'THE APPROXIMATE CENTER OF REISINGER ROAD, 1.52 METERS (5.0 FT) SOUTH
 PK0154'OF A BRACE POST FOR A CORNER POST, AND 1.22 METERS (4.0 FT) NORTH OF A
 PK0154'CORNER POST.
 PK0154'THE MARK IS 0.34 METERS  E FROM A WITNESS POST.
 PK0154'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0154
 PK0154                          STATION RECOVERY (2001)
 PK0154
 PK0154'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0154'NORTHWEST CORNER OF INTERSECTION AT CRAWFORD AND SWARTZ ROAD. (NOT
 PK0154'CRAFORD AND REISINGER ROAD).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0143 ***********************************************************************
 QJ0143  DESIGNATION -  E 306
 QJ0143  PID         -  QJ0143
 QJ0143  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0143  COUNTRY     -  US
 QJ0143  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0143
 QJ0143                         *CURRENT SURVEY CONTROL
 QJ0143  ______________________________________________________________________
 QJ0143* NAD 83(1986) POSITION- 45 20 34.     (N) 083 29 14.     (W)   SCALED
 QJ0143* NAVD 88 ORTHO HEIGHT -   177.957 (meters)      583.85  (feet) ADJUSTED
 QJ0143  ______________________________________________________________________
 QJ0143  GEOID HEIGHT    -        -36.960 (meters)                     GEOID18
 QJ0143  DYNAMIC HEIGHT  -        177.948 (meters)      583.82  (feet) COMP
 QJ0143  MODELED GRAVITY -    980,562.8   (mgal)                       NAVD 88
 QJ0143
 QJ0143  VERT ORDER      -  FIRST     CLASS II
 QJ0143
 QJ0143.The horizontal coordinates were scaled from a map and have
 QJ0143.an estimated accuracy of +/- 6 seconds.
 QJ0143
 QJ0143.The orthometric height was determined by differential leveling and
 QJ0143.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0143.in June 1991.
 QJ0143
 QJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0143.GEOID18 height accuracy estimate available here.
 QJ0143
 QJ0143.Click photographs - Photos may exist for this station.
 QJ0143
 QJ0143.The dynamic height is computed by dividing the NAVD 88
 QJ0143.geopotential number by the normal gravity value computed on the
 QJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0143.degrees latitude (g = 980.6199 gals.).
 QJ0143
 QJ0143.The modeled gravity was interpolated from observed gravity values.
 QJ0143
 QJ0143;                    North         East    Units  Estimated Accuracy
 QJ0143;SPC MI C     -   225,520.    6,068,920.      MT  (+/- 180 meters Scaled)
 QJ0143
 QJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL051240(NAD 83)
 QJ0143
 QJ0143                          SUPERSEDED SURVEY CONTROL
 QJ0143
 QJ0143.No superseded survey control is available for this station.
 QJ0143
 QJ0143_MARKER: I = METAL ROD
 QJ0143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0143_STAMPING: E 306 1983
 QJ0143_MARK LOGO: NGS
 QJ0143_PROJECTION: RECESSED 3 CENTIMETERS
 QJ0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0143+STABILITY: POSITION/ELEVATION WELL
 QJ0143_ROD/PIPE-DEPTH: 19.5 meters
 QJ0143_SLEEVE-DEPTH  : 3.96 meters
 QJ0143
 QJ0143  HISTORY     - Date     Condition        Report By
 QJ0143  HISTORY     - 1983     MONUMENTED       NGS
 QJ0143  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0143  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0143
 QJ0143                          STATION DESCRIPTION
 QJ0143
 QJ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0143'32.3 KM (20.1 MI) SE FROM ROGERS CITY.
 QJ0143'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0143'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0143'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 1.05 KM (0.65 MI)
 QJ0143'NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), AT PORTAGE HARBOR
 QJ0143'DOCK, NEAR THE PORTAGE RESTAURANT AND BAR, SET IN THE LAWN BY THE
 QJ0143'PARKING LOT AND COUNTY ROAD, 9.44 METERS (31.0 FT) SOUTHEAST OF THE
 QJ0143'CENTERLINE OF THE COUNTY ROAD, 24.68 METERS (81.0 FT) EAST-NORTHEAST
 QJ0143'OF THE NORTHEAST CORNER OF THE RESTAURANT BUILDING, 33.71 METERS
 QJ0143'(110.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 QJ0143'7.71 METERS (25.3 FT) NORTHEAST OF A POWERLINE POLE NUMBERED
 QJ0143'G11-35-12A IN THE PARKING LOT, 0.91 METER (3.0 FT) NORTH OF THE NORTH
 QJ0143'EDGE OF THE PARKING LOT, AND 24.08 METERS (79.0 FT) NORTH-NORTHWEST OF
 QJ0143'A WATER WELL.
 QJ0143'THE MARK IS 5.36 METERS  SE FROM A WITNESS POST.
 QJ0143'THE MARK IS ABOVE LEVEL WITH ROAD.
 QJ0143
 QJ0143                          STATION RECOVERY (1997)
 QJ0143
 QJ0143'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0143'MARK NOT FOUND.
 QJ0143
 QJ0143                          STATION RECOVERY (1999)
 QJ0143
 QJ0143'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0218 ***********************************************************************
 PK0218  DESIGNATION -  E 307
 PK0218  PID         -  PK0218
 PK0218  STATE/COUNTY-  MI/ALCONA
 PK0218  COUNTRY     -  US
 PK0218  USGS QUAD   -  GREENBUSH (2017)
 PK0218
 PK0218                         *CURRENT SURVEY CONTROL
 PK0218  ______________________________________________________________________
 PK0218* NAD 83(1986) POSITION- 44 32 36.     (N) 083 18 28.     (W)   SCALED
 PK0218* NAVD 88 ORTHO HEIGHT -   178.319 (meters)      585.03  (feet) ADJUSTED
 PK0218  ______________________________________________________________________
 PK0218  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 PK0218  DYNAMIC HEIGHT  -        178.301 (meters)      584.98  (feet) COMP
 PK0218  MODELED GRAVITY -    980,510.1   (mgal)                       NAVD 88
 PK0218
 PK0218  VERT ORDER      -  FIRST     CLASS II
 PK0218
 PK0218.The horizontal coordinates were scaled from a map and have
 PK0218.an estimated accuracy of +/- 6 seconds.
 PK0218
 PK0218.The orthometric height was determined by differential leveling and
 PK0218.adjusted by the NATIONAL GEODETIC SURVEY
 PK0218.in June 1991.
 PK0218
 PK0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0218.GEOID18 height accuracy estimate available here.
 PK0218
 PK0218.Click photographs - Photos may exist for this station.
 PK0218
 PK0218.The dynamic height is computed by dividing the NAVD 88
 PK0218.geopotential number by the normal gravity value computed on the
 PK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0218.degrees latitude (g = 980.6199 gals.).
 PK0218
 PK0218.The modeled gravity was interpolated from observed gravity values.
 PK0218
 PK0218;                    North         East    Units  Estimated Accuracy
 PK0218;SPC MI C     -   136,860.    6,084,140.      MT  (+/- 180 meters Scaled)
 PK0218
 PK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK166348(NAD 83)
 PK0218
 PK0218                          SUPERSEDED SURVEY CONTROL
 PK0218
 PK0218.No superseded survey control is available for this station.
 PK0218
 PK0218_MARKER: F = FLANGE-ENCASED ROD
 PK0218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0218_STAMPING: E 307 1983
 PK0218_MARK LOGO: NGS
 PK0218_PROJECTION: FLUSH
 PK0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PK0218+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 PK0218_ROD/PIPE-DEPTH: 11.0 meters
 PK0218
 PK0218  HISTORY     - Date     Condition        Report By
 PK0218  HISTORY     - 1983     MONUMENTED       NGS
 PK0218  HISTORY     - 19960511 GOOD             USPSQD
 PK0218  HISTORY     - 20050731 GOOD             USPSQD
 PK0218  HISTORY     - 20180611 POOR             MIDT
 PK0218
 PK0218                          STATION DESCRIPTION
 PK0218
 PK0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0218'5.3 KM (3.3 MI) SOUTH FROM GREENBUSH.
 PK0218'5.3 KM (3.3 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0218'GREENBUSH TO THE MARK ON THE LEFT, 15.11 METERS (49.6 FT) EAST OF THE
 PK0218'CENTERLINE OF THE HIGHWAY, 24.32 METERS (79.8 FT) NORTH OF THE
 PK0218'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE ARMSTRONG RESIDENCE,
 PK0218'12.37 METERS (40.6 FT) SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY
 PK0218'LEADING TO A ONE LEVEL HOUSE (NUMBER 3859), 8.93 METERS (29.3 FT)
 PK0218'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL STORAGE SHED, AND
 PK0218'0.76 METER (2.5 FT) EAST OF TELEPHONE JUNCTION BOX NUMBER 3915.
 PK0218'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0218'THE MARK IS 0.60 M BELOW HIGHWAY.
 PK0218
 PK0218                          STATION RECOVERY (1996)
 PK0218
 PK0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0218'RECOVERED IN GOOD CONDITION.
 PK0218
 PK0218                          STATION RECOVERY (2005)
 PK0218
 PK0218'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0218'THE FIRST RESIDENCE MENTIONED IS NOW THE BIELMAN RESIDENCE.  THE ONE
 PK0218'LEVEL HOUSE (NUMBER 3859) IS NOW THE GRADY RESIDENCE.
 PK0218
 PK0218                          STATION RECOVERY (2018)
 PK0218
 PK0218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 PK0218'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0136 ***********************************************************************
 QJ0136  DESIGNATION -  E 308
 QJ0136  PID         -  QJ0136
 QJ0136  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0136  COUNTRY     -  US
 QJ0136  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0136
 QJ0136                         *CURRENT SURVEY CONTROL
 QJ0136  ______________________________________________________________________
 QJ0136* NAD 83(1986) POSITION- 45 19 50.09   (N) 083 33 35.63   (W)   HD_HELD1
 QJ0136* NAVD 88 ORTHO HEIGHT -   181.675 (meters)      596.05  (feet) ADJUSTED
 QJ0136  ______________________________________________________________________
 QJ0136  GEOID HEIGHT    -        -36.901 (meters)                     GEOID18
 QJ0136  DYNAMIC HEIGHT  -        181.665 (meters)      596.01  (feet) COMP
 QJ0136  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QJ0136
 QJ0136  VERT ORDER      -  FIRST     CLASS II
 QJ0136
 QJ0136.The horizontal coordinates were determined by differentially corrected
 QJ0136.hand held GPS observations or other comparable positioning techniques
 QJ0136.and have an estimated accuracy of +/- 3 meters.
 QJ0136
 QJ0136.The orthometric height was determined by differential leveling and
 QJ0136.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0136.in June 1991.
 QJ0136
 QJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0136.GEOID18 height accuracy estimate available here.
 QJ0136
 QJ0136.Click photographs - Photos may exist for this station.
 QJ0136
 QJ0136.The dynamic height is computed by dividing the NAVD 88
 QJ0136.geopotential number by the normal gravity value computed on the
 QJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0136.degrees latitude (g = 980.6199 gals.).
 QJ0136
 QJ0136.The modeled gravity was interpolated from observed gravity values.
 QJ0136
 QJ0136;                    North         East    Units  Estimated Accuracy
 QJ0136;SPC MI C     -   224,102.6   6,063,239.2     MT  (+/- 3 meters HH1 GPS) 
 QJ0136
 QJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9940522862(NAD 83)
 QJ0136
 QJ0136                          SUPERSEDED SURVEY CONTROL
 QJ0136
 QJ0136.No superseded survey control is available for this station.
 QJ0136
 QJ0136_MARKER: DV = VERTICAL CONTROL DISK
 QJ0136_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QJ0136_SP_SET: RETAINING WALL
 QJ0136_STAMPING: E 308 1983
 QJ0136_MARK LOGO: NGS
 QJ0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0136+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 QJ0136
 QJ0136  HISTORY     - Date     Condition        Report By
 QJ0136  HISTORY     - 1983     MONUMENTED       NGS
 QJ0136  HISTORY     - 20030627 GOOD             USPSQD
 QJ0136  HISTORY     - 20060130 GOOD             MIDT
 QJ0136  HISTORY     - 20250806 GOOD             MIDT
 QJ0136
 QJ0136                          STATION DESCRIPTION
 QJ0136
 QJ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0136'25.3 KM (15.7 MI) ESE FROM ROGERS CITY.
 QJ0136'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0136'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0136'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 1.2 KM (0.75 MI) EAST ALONG
 QJ0136'COUNTY ROAD E 638, AT THE MOUTH OF THE GRAND LAKE OUTLET, SET IN THE
 QJ0136'EAST END OF THE CONCRETE RETAINING WALL OF THE FLOOD CONTROL GATE,
 QJ0136'32.0 METERS (105.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 QJ0136'3.44 METERS (11.3 FT) EAST OF THE WEST FACE OF THE EAST RETAINING WALL
 QJ0136'OF THE FLOOD GATE, AND 0.30 METER (1.0 FT) WEST OF THE EAST END OF THE
 QJ0136'EAST RETAINING WALL OF THE FLOOD GATE.
 QJ0136'THE MARK IS 0.6 M BELOW ROAD.
 QJ0136
 QJ0136                          STATION RECOVERY (2003)
 QJ0136
 QJ0136'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0136'RECOVERED IN GOOD CONDITION.
 QJ0136
 QJ0136                          STATION RECOVERY (2006)
 QJ0136
 QJ0136'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0136'RECOVERED AS DESCRIBED,
 QJ0136'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0136'SCALE FACTOR     0.99991282
 QJ0136'QJ0136  45 19 50.095878 N    83 33 35.636003 W    144.770
 QJ0136'METER       224102.7418         6063239.1137       181.675  -36.904
 QJ0136'STANDARD DEVIATION N E Z   0.0040   0.0040   0.0000
 QJ0136'INT. FT.    735245.2158        19892516.7773       596.047 -121.078
 QJ0136'STANDARD DEVIATION N E Z   0.0131   0.0130   0.0000
 QJ0136
 QJ0136                          STATION RECOVERY (2025)
 QJ0136
 QJ0136'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QJ0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0249 ***********************************************************************
 PK0249  DESIGNATION -  E 309
 PK0249  PID         -  PK0249
 PK0249  STATE/COUNTY-  MI/ALCONA
 PK0249  COUNTRY     -  US
 PK0249  USGS QUAD   -  BLACK RIVER (2017)
 PK0249
 PK0249                         *CURRENT SURVEY CONTROL
 PK0249  ______________________________________________________________________
 PK0249* NAD 83(1986) POSITION- 44 48 56.     (N) 083 19 44.     (W)   SCALED
 PK0249* NAVD 88 ORTHO HEIGHT -   186.417 (meters)      611.60  (feet) ADJUSTED
 PK0249  ______________________________________________________________________
 PK0249  GEOID HEIGHT    -        -36.106 (meters)                     GEOID18
 PK0249  DYNAMIC HEIGHT  -        186.401 (meters)      611.55  (feet) COMP
 PK0249  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 PK0249
 PK0249  VERT ORDER      -  FIRST     CLASS II
 PK0249
 PK0249.The horizontal coordinates were scaled from a map and have
 PK0249.an estimated accuracy of +/- 6 seconds.
 PK0249
 PK0249.The orthometric height was determined by differential leveling and
 PK0249.adjusted by the NATIONAL GEODETIC SURVEY
 PK0249.in June 1991.
 PK0249
 PK0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0249.GEOID18 height accuracy estimate available here.
 PK0249
 PK0249.Click photographs - Photos may exist for this station.
 PK0249
 PK0249.The dynamic height is computed by dividing the NAVD 88
 PK0249.geopotential number by the normal gravity value computed on the
 PK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0249.degrees latitude (g = 980.6199 gals.).
 PK0249
 PK0249.The modeled gravity was interpolated from observed gravity values.
 PK0249
 PK0249;                    North         East    Units  Estimated Accuracy
 PK0249;SPC MI C     -   167,080.    6,082,080.      MT  (+/- 180 meters Scaled)
 PK0249
 PK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK158650(NAD 83)
 PK0249
 PK0249                          SUPERSEDED SURVEY CONTROL
 PK0249
 PK0249.No superseded survey control is available for this station.
 PK0249
 PK0249_MARKER: I = METAL ROD
 PK0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0249_STAMPING: E 309 1983
 PK0249_MARK LOGO: NGS
 PK0249_PROJECTION: FLUSH
 PK0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0249+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0249_ROD/PIPE-DEPTH: 8.53 meters
 PK0249
 PK0249  HISTORY     - Date     Condition        Report By
 PK0249  HISTORY     - 1983     MONUMENTED       NGS
 PK0249  HISTORY     - 19960511 GOOD             USPSQD
 PK0249  HISTORY     - 20050829 GOOD             USPSQD
 PK0249
 PK0249                          STATION DESCRIPTION
 PK0249
 PK0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0249'21.4 KM (13.3 MI) NORTH FROM HARRISVILLE.
 PK0249'19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0249'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE, THENCE 2.3 KM (1.45 MI)
 PK0249'EAST ALONG BLACK RIVER ROAD TO THE CALVARY CEMETERY AND THE MARK ON
 PK0249'THE LEFT, 14.63 METERS (48.0 FT) NORTH OF THE CENTERLINE OF BLACK
 PK0249'RIVER ROAD, 28.50 METERS (93.5 FT) EAST OF THE SOUTHWEST CORNER OF A
 PK0249'FENCE AROUND THE CEMETERY, 3.66 METERS (12.0 FT) WEST OF THE
 PK0249'APPROXIMATE CENTER OF THE ENTRANCE TO THE CEMETERY, 0.67 METER
 PK0249'(2.2 FT) WEST OF THE WEST EDGE OF THE WEST BRICK MONUMENT MARKING THE
 PK0249'ENTRANCE TO THE CEMETERY, AND 0.67 METER (2.2 FT) SOUTH OF THE FENCE.
 PK0249'THE MARK IS ABOVE LEVEL WITH BLACK RIVER ROAD.
 PK0249
 PK0249                          STATION RECOVERY (1996)
 PK0249
 PK0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0249'RECOVERED IN GOOD CONDITION.
 PK0249
 PK0249                          STATION RECOVERY (2005)
 PK0249
 PK0249'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0351 ***********************************************************************
 OJ0351  DESIGNATION -  E 31
 OJ0351  PID         -  OJ0351
 OJ0351  STATE/COUNTY-  MI/TUSCOLA
 OJ0351  COUNTRY     -  US
 OJ0351  USGS QUAD   -  VASSAR (2017)
 OJ0351
 OJ0351                         *CURRENT SURVEY CONTROL
 OJ0351  ______________________________________________________________________
 OJ0351* NAD 83(1986) POSITION- 43 21 58.     (N) 083 34 23.     (W)   SCALED
 OJ0351* NAVD 88 ORTHO HEIGHT -   197.636 (meters)      648.41  (feet) ADJUSTED
 OJ0351  ______________________________________________________________________
 OJ0351  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 OJ0351  DYNAMIC HEIGHT  -        197.594 (meters)      648.27  (feet) COMP
 OJ0351  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 OJ0351
 OJ0351  VERT ORDER      -  FIRST     CLASS II
 OJ0351
 OJ0351.The horizontal coordinates were scaled from a map and have
 OJ0351.an estimated accuracy of +/- 6 seconds.
 OJ0351
 OJ0351.The orthometric height was determined by differential leveling and
 OJ0351.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0351.in June 1991.
 OJ0351
 OJ0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0351.GEOID18 height accuracy estimate available here.
 OJ0351
 OJ0351.Click photographs - Photos may exist for this station.
 OJ0351
 OJ0351.The dynamic height is computed by dividing the NAVD 88
 OJ0351.geopotential number by the normal gravity value computed on the
 OJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0351.degrees latitude (g = 980.6199 gals.).
 OJ0351
 OJ0351.The modeled gravity was interpolated from observed gravity values.
 OJ0351
 OJ0351;                    North         East    Units  Estimated Accuracy
 OJ0351;SPC MI S     -   207,590.    4,064,320.      MT  (+/- 180 meters Scaled)
 OJ0351
 OJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ915046(NAD 83)
 OJ0351
 OJ0351                          SUPERSEDED SURVEY CONTROL
 OJ0351
 OJ0351  NGVD 29 (??/??/92)  197.795  (m)          648.93   (f) ADJ UNCH    1 2
 OJ0351
 OJ0351.Superseded values are not recommended for survey control.
 OJ0351
 OJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0351.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0351
 OJ0351_MARKER: DB = BENCH MARK DISK
 OJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0351_STAMPING: 648.932 E 31 1930
 OJ0351_MARK LOGO: CGS
 OJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0351+STABILITY: SURFACE MOTION
 OJ0351
 OJ0351  HISTORY     - Date     Condition        Report By
 OJ0351  HISTORY     - 1930     MONUMENTED       CGS
 OJ0351  HISTORY     - 1958     POOR             CGS
 OJ0351  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0351
 OJ0351                          STATION DESCRIPTION
 OJ0351
 OJ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OJ0351'AT VASSAR.
 OJ0351'AT VASSAR, TUSCOLA COUNTY, IN THE SOUTH END OF TOWN, AT THE
 OJ0351'CROSSING OF THE MICHIGAN CENTRAL RAILROAD AND THE PERE MARQUETTE
 OJ0351'RAILWAY, 65 FEET SOUTH OF THE SOUTH RAIL OF THE P.M.RY., AND
 OJ0351'45 FEET EAST OF THE EAST RAIL OF THE M.C.R.R.  A STANDARD DISK,
 OJ0351'STAMPED 648.932 E 31 1930 AND SET IN THE TOP OF A CONCRETE
 OJ0351'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- BENCH MARK HAS
 OJ0351'BEEN HIT BY A BULLDOZER AND IS LEANING OVER QUITE BADLY.
 OJ0351
 OJ0351                          STATION RECOVERY (1999)
 OJ0351
 OJ0351'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0107 ***********************************************************************
 QJ0107  DESIGNATION -  E 310
 QJ0107  PID         -  QJ0107
 QJ0107  STATE/COUNTY-  MI/ALPENA
 QJ0107  COUNTRY     -  US
 QJ0107  USGS QUAD   -  ALPENA (2017)
 QJ0107
 QJ0107                         *CURRENT SURVEY CONTROL
 QJ0107  ______________________________________________________________________
 QJ0107* NAD 83(1986) POSITION- 45 05 20.57   (N) 083 27 26.37   (W)   HD_HELD1
 QJ0107* NAVD 88 ORTHO HEIGHT -   191.617 (meters)      628.66  (feet) ADJUSTED
 QJ0107  ______________________________________________________________________
 QJ0107  GEOID HEIGHT    -        -36.562 (meters)                     GEOID18
 QJ0107  DYNAMIC HEIGHT  -        191.603 (meters)      628.62  (feet) COMP
 QJ0107  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 QJ0107  OBS GRAVITY     -    980,545.2   (mgal)                       GRAV_OBS
 QJ0107
 QJ0107  VERT ORDER      -  FIRST     CLASS II
 QJ0107
 QJ0107.The horizontal coordinates were determined by differentially corrected
 QJ0107.hand held GPS observations or other comparable positioning techniques
 QJ0107.and have an estimated accuracy of +/- 3 meters.
 QJ0107
 QJ0107.The orthometric height was determined by differential leveling and
 QJ0107.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0107.in June 1991.
 QJ0107
 QJ0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0107.GEOID18 height accuracy estimate available here.
 QJ0107
 QJ0107.Click photographs - Photos may exist for this station.
 QJ0107
 QJ0107.The dynamic height is computed by dividing the NAVD 88
 QJ0107.geopotential number by the normal gravity value computed on the
 QJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0107.degrees latitude (g = 980.6199 gals.).
 QJ0107
 QJ0107.The modeled gravity was interpolated from observed gravity values.
 QJ0107
 QJ0107.The observed gravity was obtained from relative gravimeter ties
 QJ0107.to the IGSN71 gravity network.
 QJ0107
 QJ0107;                    North         East    Units  Estimated Accuracy
 QJ0107;SPC MI C     -   197,348.3   6,071,580.0     MT  (+/- 3 meters HH1 GPS) 
 QJ0107
 QJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0662595780(NAD 83)
 QJ0107
 QJ0107                          SUPERSEDED SURVEY CONTROL
 QJ0107
 QJ0107.No superseded survey control is available for this station.
 QJ0107
 QJ0107_MARKER: F = FLANGE-ENCASED ROD
 QJ0107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0107+WITH SETTING: INFORMATION.
 QJ0107_STAMPING: E 310 1983
 QJ0107_MARK LOGO: NGS
 QJ0107_PROJECTION: FLUSH
 QJ0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0107+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 QJ0107_ROD/PIPE-DEPTH: 2.43 meters
 QJ0107
 QJ0107  HISTORY     - Date     Condition        Report By
 QJ0107  HISTORY     - 1983     MONUMENTED       NGS
 QJ0107  HISTORY     - 20210315 GOOD             SURVSL
 QJ0107  HISTORY     - 20231024 GOOD             CO-OPS
 QJ0107
 QJ0107                          STATION DESCRIPTION
 QJ0107
 QJ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0107'2.7 KM (1.65 MI) NORTH FROM ALPENA.
 QJ0107'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0107'ALPENA TO THE MARK ON THE RIGHT, 10.24 METERS (33.6 FT) EAST OF THE
 QJ0107'CENTERLINE OF THE HIGHWAY, 12.56 METERS (41.2 FT) WEST-SOUTHWEST OF
 QJ0107'THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 9.33 METERS (30.6 FT)
 QJ0107'SOUTHEAST OF A 12-INCH DIAMETER DRAINAGE HOLE, 2.07 METERS (6.8 FT)
 QJ0107'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.97 METER (3.2 FT)
 QJ0107'SOUTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES.  NOTE, THE ROD WAS
 QJ0107'DRIVEN TO REFUSAL.
 QJ0107'THE MARK IS 0.82 METERS  SW FROM A WITNESS POST.
 QJ0107'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0107
 QJ0107                          STATION RECOVERY (2021)
 QJ0107
 QJ0107'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2021 (SD)
 QJ0107'RECOVERED IN GOOD CONDITION.
 QJ0107
 QJ0107                          STATION RECOVERY (2023)
 QJ0107
 QJ0107'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0107'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTH OF OSSINEKE, 12.7 MI
 QJ0107'(20.4 KM) EAST OF LACHINE AND 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 QJ0107'ALPENA.
 QJ0107'
 QJ0107'TO REACH BENCH MARK E 310, IN APLENA COUNTY, ALPENA, MICHIGAN FROM THE
 QJ0107'INTERSECTION OF US-23 (CHISHOLM ST) AND M-32W (THIRD AVE), GO
 QJ0107'NORTHWEST ON W CHISHOLM ST FOR 2.1 MI (3.4 KM) TO THE STATION ON THE
 QJ0107'RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0449 ***********************************************************************
 QK0449  DESIGNATION -  E 311
 QK0449  PID         -  QK0449
 QK0449  STATE/COUNTY-  MI/EMMET
 QK0449  COUNTRY     -  US
 QK0449  USGS QUAD   -  BAY SHORE (2017)
 QK0449
 QK0449                         *CURRENT SURVEY CONTROL
 QK0449  ______________________________________________________________________
 QK0449* NAD 83(2011) POSITION- 45 21 49.59577(N) 085 01 05.74510(W)   ADJUSTED
 QK0449* NAD 83(2011) ELLIP HT-   168.467 (meters)        (06/27/12)   ADJUSTED
 QK0449* NAD 83(2011) EPOCH   -  2010.00
 QK0449* NAVD 88 ORTHO HEIGHT -   203.704 (meters)      668.32  (feet) ADJUSTED
 QK0449  ______________________________________________________________________
 QK0449  GEOID HEIGHT    -        -35.225 (meters)                     GEOID18
 QK0449  NAD 83(2011) X  -    389,819.457 (meters)                     COMP
 QK0449  NAD 83(2011) Y  - -4,472,073.823 (meters)                     COMP
 QK0449  NAD 83(2011) Z  -  4,515,964.562 (meters)                     COMP
 QK0449  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 QK0449  DYNAMIC HEIGHT  -        203.697 (meters)      668.30  (feet) COMP
 QK0449  MODELED GRAVITY -    980,574.3   (mgal)                       NAVD 88
 QK0449
 QK0449  VERT ORDER      -  FIRST     CLASS II
 QK0449
 QK0449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0449  Standards:
 QK0449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0449  -------------------------------------------------------------------
 QK0449  NETWORK    1.62   2.23           0.76   0.51   1.14     -0.08091376
 QK0449  -------------------------------------------------------------------
 QK0449  Click here for local accuracies and other accuracy information.
 QK0449
 QK0449.The horizontal coordinates were established by GPS observations
 QK0449.and adjusted by the National Geodetic Survey in June 2012.
 QK0449
 QK0449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0449.been affixed to the stable North American tectonic plate. See 
 QK0449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0449
 QK0449.The horizontal coordinates are valid at the epoch date displayed above
 QK0449.which is a decimal equivalence of Year/Month/Day.
 QK0449
 QK0449.The orthometric height was determined by differential leveling and
 QK0449.adjusted by the NATIONAL GEODETIC SURVEY
 QK0449.in June 1991.
 QK0449
 QK0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0449.GEOID18 height accuracy estimate available here.
 QK0449
 QK0449.Click photographs - Photos may exist for this station.
 QK0449
 QK0449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0449
 QK0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0449
 QK0449.The ellipsoidal height was determined by GPS observations
 QK0449.and is referenced to NAD 83.
 QK0449
 QK0449.The dynamic height is computed by dividing the NAVD 88
 QK0449.geopotential number by the normal gravity value computed on the
 QK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0449.degrees latitude (g = 980.6199 gals.).
 QK0449
 QK0449.The modeled gravity was interpolated from observed gravity values.
 QK0449
 QK0449. The following values were computed from the NAD 83(2011) position.
 QK0449
 QK0449;                    North         East     Units Scale Factor Converg.
 QK0449;SPC MI C     -   227,682.221 5,948,953.499   MT  0.99993960   -0 27 37.1
 QK0449;SPC MI C     -   746,988.91 19,517,563.97   iFT  0.99993960   -0 27 37.1
 QK0449;UTM  16      - 5,025,272.933   655,199.373   MT  0.99989616   +1 24 37.6
 QK0449
 QK0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0449!SPC MI C     -   0.99997359  x   0.99993960  =   0.99991319
 QK0449!UTM  16      -   0.99997359  x   0.99989616  =   0.99986975
 QK0449
 QK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5519925272(NAD 83)
 QK0449
 QK0449                          SUPERSEDED SURVEY CONTROL
 QK0449
 QK0449  NAD 83(2007)-  45 21 49.59611(N)    085 01 05.74649(W) AD(2002.00) 0
 QK0449  ELLIP H (02/10/07)  168.498  (m)                       GP(2002.00)    
 QK0449  ELLIP H (07/12/02)  168.512  (m)                       GP(       ) 4 1
 QK0449  NAD 83(1994)-  45 21 49.59593(N)    085 01 05.74694(W) AD(       ) 1
 QK0449  ELLIP H (02/03/97)  168.512  (m)                       GP(       ) 4 1
 QK0449  NAD 83(1991)-  45 21 49.59003(N)    085 01 05.74960(W) AD(       ) 1
 QK0449  NAVD 88             203.70   (m)          668.3    (f) LEVELING    3  
 QK0449
 QK0449.Superseded values are not recommended for survey control.
 QK0449
 QK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0449.See file dsdata.pdf to determine how the superseded data were derived.
 QK0449
 QK0449_MARKER: I = METAL ROD
 QK0449_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0449_STAMPING: E 311 1984
 QK0449_MARK LOGO: NGS
 QK0449_PROJECTION: FLUSH
 QK0449_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0449+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 QK0449_ROD/PIPE-DEPTH: 2.4 meters
 QK0449
 QK0449  HISTORY     - Date     Condition        Report By
 QK0449  HISTORY     - 1984     MONUMENTED       NGS
 QK0449  HISTORY     - 19920623 GOOD             MIDT
 QK0449  HISTORY     - 19941026 GOOD             MIDT
 QK0449  HISTORY     - 20041209 MARK NOT FOUND   ROWEIN
 QK0449
 QK0449                          STATION DESCRIPTION
 QK0449
 QK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0449'4.0 KM (2.5 MI) SW FROM PETOSKEY.
 QK0449'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0449'U.S. HIGHWAY 131 IN PETOSKEY, AT A POWERLINE CROSSING AND ENTRANCE TO
 QK0449'THE DUNDEE CEMENT COMPANY, 27.0 METERS (88.9 FT) NORTH OF THE
 QK0449'CENTERLINE OF THE HIGHWAY, 23.7 METERS (77.9 FT) SOUTHWEST OF THE WEST
 QK0449'LEG OF THE CEMENT COMPANY SIGN IN A ROCK PLANTER, 9.9 METERS (32.5 FT)
 QK0449'WEST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH TO THE DUNDEE
 QK0449'CEMENT COMPANY AND 8.4 METERS (27.5 FT) SOUTH OF POWERLINE POLE NUMBER
 QK0449'20R.
 QK0449'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 QK0449'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0449
 QK0449                          STATION RECOVERY (1992)
 QK0449
 QK0449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0449'STATION IS LOCATED IN QUAD 450852.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0449'SECTION 3, T-34-N, R-6-W, RESORT TOWNSHIP.  IT IS ABOUT 4.9 MILES (7.9
 QK0449'KM) SOUTHWEST OF HARBOR SPRINGS, 3.9 MILES (6.3 KM) EAST OF BAY SHORE,
 QK0449'2.5 MILES (4.0 KM) WEST OF PETOSKEY, ON THE PROPERTY OF DUNDEE CEMENT
 QK0449'COMPANY AND ON THE BAY SHORE QUADRANGLE MAP. TO REACH FROM THE
 QK0449'INTERSECTION OF UNITED STATES HIGHWAY 31 AND UNITED STATES HIGHWAY 131
 QK0449'AT THE SOUTH SIDE OF PETOSKEY, GO WEST ON U.S. 31 FOR 2.5 MILES (4.0
 QK0449'KM) TO STATION ON RIGHT AT DUNDEE CEMENT PLANT ENTRANCE DRIVE. STATION
 QK0449'IS RECESSED IN LOGO BOX.  IT IS 88.9 FT (27.1 M) NORTH OF THE
 QK0449'CENTERLINE OF PAVED U.S. 31, 32.5 FT (9.9 M) WEST OF THE CENTERLINE OF
 QK0449'PAVED DRIVE, 27.5 SOUTH OF POWER POLE, AND 1.5 FT (0.5 M) WEST OF A
 QK0449'CARSONITE WITNESS POST.
 QK0449
 QK0449                          STATION RECOVERY (1994)
 QK0449
 QK0449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0449'STATION IS LOCATED IN QUAD 450852 ON THE BAY SHORE QUADRANGLE MAP. IT
 QK0449'IS IN THE SOUTHEAST 1/4 OF SECTION 3, T-34-N, R-6-W, RESORT TOWNSHIP.
 QK0449'ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF HARBOR SPRINGS, 3.9 MI (6.3 KM)
 QK0449'EAST OF BAY SHORE, 2.5 MI (4.0 KM) WEST OF PETOSKEY, AND ON THE
 QK0449'PROPERTY OF DUNDEE CEMENT COMPANY. TO REACH FROM THE JUNCTION OF U.S.
 QK0449'HIGHWAY 31 AND U.S. HIGHWAY 131 ON THE SOUTH SIDE OF PETOSKEY, GO WEST
 QK0449'ALONG U.S. HIGHWAY 31 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT
 QK0449'AT THE DUNDEE CEMENT PLANT ENTRANCE DRIVE. STATION IS 88.9 FT (27.1 M)
 QK0449'NORTH FROM THE CENTER OF U.S. HIGHWAY 31, 32.5 FT (9.9 M) WEST FROM
 QK0449'THE CENTER OF A PAVED DRIVE NORTH, 27.5 FT (8.4 M) SOUTH FROM A
 QK0449'UTILITY POLE, AND 1.5 FT (0.5 M) WEST FROM A CARSONITE WITNESS POST.
 QK0449
 QK0449                          STATION RECOVERY (2004)
 QK0449
 QK0449'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0449'NEW CONSTRUCTION IN AREA OF MARK LOCATION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0480 ***********************************************************************
 QK0480  DESIGNATION -  E 312
 QK0480  PID         -  QK0480
 QK0480  STATE/COUNTY-  MI/ANTRIM
 QK0480  COUNTRY     -  US
 QK0480  USGS QUAD   -  ATWOOD (2017)
 QK0480
 QK0480                         *CURRENT SURVEY CONTROL
 QK0480  ______________________________________________________________________
 QK0480* NAD 83(1986) POSITION- 45 11 12.     (N) 085 20 36.     (W)   SCALED
 QK0480* NAVD 88 ORTHO HEIGHT -   260.658 (meters)      855.18  (feet) ADJUSTED
 QK0480  ______________________________________________________________________
 QK0480  GEOID HEIGHT    -        -34.830 (meters)                     GEOID18
 QK0480  DYNAMIC HEIGHT  -        260.654 (meters)      855.16  (feet) COMP
 QK0480  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 QK0480
 QK0480  VERT ORDER      -  FIRST     CLASS II
 QK0480
 QK0480.The horizontal coordinates were scaled from a map and have
 QK0480.an estimated accuracy of +/- 6 seconds.
 QK0480
 QK0480.The orthometric height was determined by differential leveling and
 QK0480.adjusted by the NATIONAL GEODETIC SURVEY
 QK0480.in June 1991.
 QK0480
 QK0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0480.GEOID18 height accuracy estimate available here.
 QK0480
 QK0480.Click photographs - Photos may exist for this station.
 QK0480
 QK0480.The dynamic height is computed by dividing the NAVD 88
 QK0480.geopotential number by the normal gravity value computed on the
 QK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0480.degrees latitude (g = 980.6199 gals.).
 QK0480
 QK0480.The modeled gravity was interpolated from observed gravity values.
 QK0480
 QK0480;                    North         East    Units  Estimated Accuracy
 QK0480;SPC MI C     -   208,260.    5,923,250.      MT  (+/- 180 meters Scaled)
 QK0480
 QK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR301050(NAD 83)
 QK0480
 QK0480                          SUPERSEDED SURVEY CONTROL
 QK0480
 QK0480.No superseded survey control is available for this station.
 QK0480
 QK0480_MARKER: I = METAL ROD
 QK0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0480_STAMPING: E 312 1984
 QK0480_MARK LOGO: NGS
 QK0480_PROJECTION: FLUSH
 QK0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0480_ROD/PIPE-DEPTH: 8.5 meters
 QK0480
 QK0480  HISTORY     - Date     Condition        Report By
 QK0480  HISTORY     - 1984     MONUMENTED       NGS
 QK0480  HISTORY     - 19950528 GOOD             USPSQD
 QK0480  HISTORY     - 19991118 GOOD             USPSQD
 QK0480  HISTORY     - 20040530 GOOD             USPSQD
 QK0480  HISTORY     - 20061021 GOOD             USPSQD
 QK0480
 QK0480                          STATION DESCRIPTION
 QK0480
 QK0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0480'17.7 KM (11.1 MI) SOUTH FROM CHARLEVOIX.
 QK0480'17.7 KM (11.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0480'IN CHARLEVOIX, AT COUNTY ROAD C 48 (ATWOOD ROAD), 37.1 METERS
 QK0480'(121.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.7 METERS
 QK0480'(48.4 FT) WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 10.8 METERS
 QK0480'(35.0 FT) NORTH OF THE CENTERLINE OF ATWOOD ROAD, AND 0.6 METER
 QK0480'(2.0 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE AND TRANSFORMER
 QK0480'NUMBERED EP1/100 ATTACHED.
 QK0480'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0480'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 QK0480
 QK0480                          STATION RECOVERY (1995)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0480'RECOVERED IN GOOD CONDITION.
 QK0480
 QK0480                          STATION RECOVERY (1999)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0480'RECOVERED IN GOOD CONDITION.
 QK0480
 QK0480                          STATION RECOVERY (2004)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0480'RECOVERED IN GOOD CONDITION.
 QK0480
 QK0480                          STATION RECOVERY (2006)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 QK0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0370 ***********************************************************************
 PL0370  DESIGNATION -  E 313
 PL0370  PID         -  PL0370
 PL0370  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0370  COUNTRY     -  US
 PL0370  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0370
 PL0370                         *CURRENT SURVEY CONTROL
 PL0370  ______________________________________________________________________
 PL0370* NAD 83(1986) POSITION- 44 49 51.08   (N) 085 27 11.32   (W)   HD_HELD1
 PL0370* NAVD 88 ORTHO HEIGHT -   195.832 (meters)      642.49  (feet) ADJUSTED
 PL0370  ______________________________________________________________________
 PL0370  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 PL0370  DYNAMIC HEIGHT  -        195.817 (meters)      642.44  (feet) COMP
 PL0370  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 PL0370
 PL0370  VERT ORDER      -  FIRST     CLASS II
 PL0370
 PL0370.The horizontal coordinates were determined by differentially corrected
 PL0370.hand held GPS observations or other comparable positioning techniques
 PL0370.and have an estimated accuracy of +/- 3 meters.
 PL0370
 PL0370.The orthometric height was determined by differential leveling and
 PL0370.adjusted by the NATIONAL GEODETIC SURVEY
 PL0370.in June 1991.
 PL0370
 PL0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0370.GEOID18 height accuracy estimate available here.
 PL0370
 PL0370.Click photographs - Photos may exist for this station.
 PL0370
 PL0370.The dynamic height is computed by dividing the NAVD 88
 PL0370.geopotential number by the normal gravity value computed on the
 PL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0370.degrees latitude (g = 980.6199 gals.).
 PL0370
 PL0370.The modeled gravity was interpolated from observed gravity values.
 PL0370
 PL0370;                    North         East    Units  Estimated Accuracy
 PL0370;SPC MI C     -   168,831.8   5,914,092.9     MT  (+/- 3 meters HH1 GPS) 
 PL0370
 PL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2227465324(NAD 83)
 PL0370
 PL0370                          SUPERSEDED SURVEY CONTROL
 PL0370
 PL0370.No superseded survey control is available for this station.
 PL0370
 PL0370_MARKER: F = FLANGE-ENCASED ROD
 PL0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0370_STAMPING: E 313 1984
 PL0370_MARK LOGO: NGS
 PL0370_PROJECTION: FLUSH
 PL0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0370+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 PL0370_ROD/PIPE-DEPTH: 6.0 meters
 PL0370
 PL0370  HISTORY     - Date     Condition        Report By
 PL0370  HISTORY     - 1984     MONUMENTED       NGS
 PL0370  HISTORY     - 20021010 GOOD             USPSQD
 PL0370  HISTORY     - 20060410 GOOD             GEOCAC
 PL0370  HISTORY     - 20091102 GOOD             INDIV
 PL0370  HISTORY     - 20210607 GOOD             MIDT
 PL0370
 PL0370                          STATION DESCRIPTION
 PL0370
 PL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0370'8.8 KM (5.5 MI) SW FROM ELK RAPIDS.
 PL0370'8.8 KM (5.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0370'RIVER STREET IN ELK RAPIDS, AT ANGELL ROAD LEADING EAST AND THE CHERRY
 PL0370'PROCESSING COMPANY IN THE NORTHEAST CORNER, 29.2 METERS (95.9 FT)
 PL0370'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.7 METERS (74.5 FT)
 PL0370'NORTH-NORTHEAST OF THE CENTERLINE OF ANGELL ROAD, AND 0.8 METER
 PL0370'(2.5 FT) SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE ATTACHED.
 PL0370'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 PL0370'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0370
 PL0370                          STATION RECOVERY (2002)
 PL0370
 PL0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0370'RECOVERED IN GOOD CONDITION.
 PL0370
 PL0370                          STATION RECOVERY (2006)
 PL0370
 PL0370'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0370'OLD POWERLINE POLE CUT FLUSH WITH GROUND.  (ADD) 1.5 METERS (5.0 FEET)
 PL0370'SOUTHWEST OF NEW CHERRYLAND ELECTRIC COOPERATIVE POWERLINE POLE TAGGED
 PL0370'BA1109.
 PL0370
 PL0370                          STATION RECOVERY (2009)
 PL0370
 PL0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (KTM)
 PL0370'RECOVERED IN GOOD CONDITION.
 PL0370
 PL0370                          STATION RECOVERY (2021)
 PL0370
 PL0370'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (AZ)
 PL0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0400 ***********************************************************************
 PL0400  DESIGNATION -  E 314
 PL0400  PID         -  PL0400
 PL0400  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0400  COUNTRY     -  US
 PL0400  USGS QUAD   -  GRAWN (2017)
 PL0400
 PL0400                         *CURRENT SURVEY CONTROL
 PL0400  ______________________________________________________________________
 PL0400* NAD 83(1986) POSITION- 44 39 29.     (N) 085 44 12.     (W)   SCALED
 PL0400* NAVD 88 ORTHO HEIGHT -   260.180 (meters)      853.61  (feet) ADJUSTED
 PL0400  ______________________________________________________________________
 PL0400  GEOID HEIGHT    -        -34.684 (meters)                     GEOID18
 PL0400  DYNAMIC HEIGHT  -        260.153 (meters)      853.52  (feet) COMP
 PL0400  MODELED GRAVITY -    980,507.1   (mgal)                       NAVD 88
 PL0400
 PL0400  VERT ORDER      -  FIRST     CLASS II
 PL0400
 PL0400.The horizontal coordinates were scaled from a map and have
 PL0400.an estimated accuracy of +/- 6 seconds.
 PL0400
 PL0400.The orthometric height was determined by differential leveling and
 PL0400.adjusted by the NATIONAL GEODETIC SURVEY
 PL0400.in June 1991.
 PL0400
 PL0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0400.GEOID18 height accuracy estimate available here.
 PL0400
 PL0400.Click photographs - Photos may exist for this station.
 PL0400
 PL0400.The dynamic height is computed by dividing the NAVD 88
 PL0400.geopotential number by the normal gravity value computed on the
 PL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0400.degrees latitude (g = 980.6199 gals.).
 PL0400
 PL0400.The modeled gravity was interpolated from observed gravity values.
 PL0400
 PL0400;                    North         East    Units  Estimated Accuracy
 PL0400;SPC MI C     -   149,970.    5,891,350.      MT  (+/- 180 meters Scaled)
 PL0400
 PL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ001457(NAD 83)
 PL0400
 PL0400                          SUPERSEDED SURVEY CONTROL
 PL0400
 PL0400.No superseded survey control is available for this station.
 PL0400
 PL0400_MARKER: I = METAL ROD
 PL0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0400_STAMPING: E 314 1984
 PL0400_MARK LOGO: NGS
 PL0400_PROJECTION: FLUSH
 PL0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0400_ROD/PIPE-DEPTH: 23.2 meters
 PL0400
 PL0400  HISTORY     - Date     Condition        Report By
 PL0400  HISTORY     - 1984     MONUMENTED       NGS
 PL0400  HISTORY     - 19971029 GOOD             USPSQD
 PL0400  HISTORY     - 20090112 GOOD             MIDT
 PL0400
 PL0400                          STATION DESCRIPTION
 PL0400
 PL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0400'7.0 KM (4.35 MI) SW FROM CHUMS CORNER.
 PL0400'7.0 KM (4.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0400'M 37 AT CHUMS CORNER, AT THE EAST DUCK LAKE ROAD, 15.39 METERS
 PL0400'(50.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0400'12.19 METERS (40.0 FT) NORTH OF THE CENTERLINE OF EAST DUCK LAKE ROAD
 PL0400'FROM THE NORTH EDGE OF THE OLD RAILROAD BED, 0.55 METERS (1.8 FT) EAST
 PL0400'OF A UTILITY POLE NUMBERED GN3/31, AND 0.45 METERS (1.5 FT) WEST OF A
 PL0400'WITNESS POST.
 PL0400'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 PL0400'THE MARK IS 0.6 M BELOW HIGHWAY.
 PL0400
 PL0400                          STATION RECOVERY (1997)
 PL0400
 PL0400'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0400'RECOVERED IN GOOD CONDITION.
 PL0400
 PL0400                          STATION RECOVERY (2009)
 PL0400
 PL0400'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (JGC)
 PL0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0293 ***********************************************************************
 OL0293  DESIGNATION -  E 315
 OL0293  PID         -  OL0293
 OL0293  STATE/COUNTY-  MI/MASON
 OL0293  COUNTRY     -  US
 OL0293  USGS QUAD   -  SCOTTVILLE (2017)
 OL0293
 OL0293                         *CURRENT SURVEY CONTROL
 OL0293  ______________________________________________________________________
 OL0293* NAD 83(1986) POSITION- 43 57 20.     (N) 086 20 24.     (W)   SCALED
 OL0293* NAVD 88 ORTHO HEIGHT -   203.608 (meters)      668.00  (feet) ADJUSTED
 OL0293  ______________________________________________________________________
 OL0293  GEOID HEIGHT    -        -35.177 (meters)                     GEOID18
 OL0293  DYNAMIC HEIGHT  -        203.573 (meters)      667.89  (feet) COMP
 OL0293  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 OL0293
 OL0293  VERT ORDER      -  FIRST     CLASS II
 OL0293
 OL0293.The horizontal coordinates were scaled from a map and have
 OL0293.an estimated accuracy of +/- 6 seconds.
 OL0293
 OL0293.The orthometric height was determined by differential leveling and
 OL0293.adjusted by the NATIONAL GEODETIC SURVEY
 OL0293.in June 1991.
 OL0293
 OL0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0293.GEOID18 height accuracy estimate available here.
 OL0293
 OL0293.Click photographs - Photos may exist for this station.
 OL0293
 OL0293.The dynamic height is computed by dividing the NAVD 88
 OL0293.geopotential number by the normal gravity value computed on the
 OL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0293.degrees latitude (g = 980.6199 gals.).
 OL0293
 OL0293.The modeled gravity was interpolated from observed gravity values.
 OL0293
 OL0293;                    North         East    Units  Estimated Accuracy
 OL0293;SPC MI C     -    72,920.    5,841,610.      MT  (+/- 180 meters Scaled)
 OL0293
 OL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP529671(NAD 83)
 OL0293
 OL0293                          SUPERSEDED SURVEY CONTROL
 OL0293
 OL0293.No superseded survey control is available for this station.
 OL0293
 OL0293_MARKER: I = METAL ROD
 OL0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0293_STAMPING: E 315 1984
 OL0293_MARK LOGO: NGS
 OL0293_PROJECTION: FLUSH
 OL0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0293_ROD/PIPE-DEPTH: 18.3 meters
 OL0293
 OL0293  HISTORY     - Date     Condition        Report By
 OL0293  HISTORY     - 1984     MONUMENTED       NGS
 OL0293  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0293  HISTORY     - 20010815 GOOD             NGS
 OL0293  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 OL0293
 OL0293                          STATION DESCRIPTION
 OL0293
 OL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0293'5.3 KM (3.3 MI) WEST FROM SCOTTVILLE.
 OL0293'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0293'SCOTTVILLE, THENCE 4.9 KM (3.05 MI) WEST ALONG U.S. HIGHWAY 10, AT THE
 OL0293'INTERSECTION OF STILES ROAD, 8.99 METERS (29.5 FT) NORTH OF THE
 OL0293'CENTERLINE OF THE HIGHWAY, 54.86 METERS (180.0 FT) WEST OF THE CENTER
 OL0293'OF STILES ROAD, 23.46 METERS (77.0 FT) EAST OF THE CENTER OF A PAVED
 OL0293'DRIVEWAY LEADING NORTH, 2.07 METERS (6.8 FT) WEST OF A U.S. HIGHWAY 10
 OL0293'AND 31 SIGN POST, AND 0.82 METERS (2.7 FT) EAST OF A POWERLINE POLE.
 OL0293'THE MARK IS 0.21 METERS  W FROM A WITNESS POST.
 OL0293'THE MARK IS 0.15 M BELOW HIGHWAY.
 OL0293
 OL0293                          STATION RECOVERY (1995)
 OL0293
 OL0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0293'MARK NOT FOUND.
 OL0293
 OL0293                          STATION RECOVERY (2001)
 OL0293
 OL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0293
 OL0293                          STATION RECOVERY (2005)
 OL0293
 OL0293'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0293'THIS WILL NOT BE REPORTED AGAIN AS ITNEW HIGHWAY BUILD AND WOULD BE
 OL0293'UNDER THE ROAD IF STILL THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0337 ***********************************************************************
 OL0337  DESIGNATION -  E 316
 OL0337  PID         -  OL0337
 OL0337  STATE/COUNTY-  MI/OCEANA
 OL0337  COUNTRY     -  US
 OL0337  USGS QUAD   -  SHELBY (2017)
 OL0337
 OL0337                         *CURRENT SURVEY CONTROL
 OL0337  ______________________________________________________________________
 OL0337* NAD 83(1986) POSITION- 43 34 18.     (N) 086 21 09.     (W)   SCALED
 OL0337* NAVD 88 ORTHO HEIGHT -   233.470 (meters)      765.98  (feet) ADJUSTED
 OL0337  ______________________________________________________________________
 OL0337  GEOID HEIGHT    -        -34.457 (meters)                     GEOID18
 OL0337  DYNAMIC HEIGHT  -        233.425 (meters)      765.83  (feet) COMP
 OL0337  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 OL0337
 OL0337  VERT ORDER      -  FIRST     CLASS II
 OL0337
 OL0337.The horizontal coordinates were scaled from a map and have
 OL0337.an estimated accuracy of +/- 6 seconds.
 OL0337
 OL0337.The orthometric height was determined by differential leveling and
 OL0337.adjusted by the NATIONAL GEODETIC SURVEY
 OL0337.in June 1991.
 OL0337
 OL0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0337.GEOID18 height accuracy estimate available here.
 OL0337
 OL0337.Click photographs - Photos may exist for this station.
 OL0337
 OL0337.The dynamic height is computed by dividing the NAVD 88
 OL0337.geopotential number by the normal gravity value computed on the
 OL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0337.degrees latitude (g = 980.6199 gals.).
 OL0337
 OL0337.The modeled gravity was interpolated from observed gravity values.
 OL0337
 OL0337;                    North         East    Units  Estimated Accuracy
 OL0337;SPC MI S     -   232,020.    3,839,600.      MT  (+/- 180 meters Scaled)
 OL0337
 OL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP522245(NAD 83)
 OL0337
 OL0337                          SUPERSEDED SURVEY CONTROL
 OL0337
 OL0337.No superseded survey control is available for this station.
 OL0337
 OL0337_MARKER: I = METAL ROD
 OL0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0337_STAMPING: E 316 1984
 OL0337_MARK LOGO: NGS
 OL0337_PROJECTION: FLUSH
 OL0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0337+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2007
 OL0337_ROD/PIPE-DEPTH: 12.2 meters
 OL0337
 OL0337  HISTORY     - Date     Condition        Report By
 OL0337  HISTORY     - 1984     MONUMENTED       NGS
 OL0337  HISTORY     - 19940820 GOOD             USPSQD
 OL0337  HISTORY     - 20010928 GOOD             USPSQD
 OL0337  HISTORY     - 20041009 GOOD             USPSQD
 OL0337  HISTORY     - 20070903 GOOD             GEOCAC
 OL0337
 OL0337                          STATION DESCRIPTION
 OL0337
 OL0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0337'1.4 KM (0.9 MI) NNW FROM NEW ERA.
 OL0337'1.4 KM (0.9 MI) NORTH-NORTHWEST ALONG OCEANA DRIVE FROM THE POST
 OL0337'OFFICE IN NEW ERA, AT THE JUNCTION OF STATE HIGHWAY 20, 16.97 METERS
 OL0337'(55.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF OCEANA DRIVE,
 OL0337'17.98 METERS (59.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 20,
 OL0337'5.54 METERS (18.2 FT) NORTHEAST OF THE NORTHEAST ONE OF TWO GUY WIRE
 OL0337'ANCHORS, AND 0.67 METERS (2.2 FT) NORTH OF A POWERLINE GUY POLE.
 OL0337'NOTE, DRIVING RATE EXCEEDED AND ROD ANCHORED.
 OL0337'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 OL0337'THE MARK IS ABOVE LEVEL WITH HIGHWAY 20.
 OL0337
 OL0337                          STATION RECOVERY (1994)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0337'RECOVERED IN GOOD CONDITION.
 OL0337
 OL0337                          STATION RECOVERY (2001)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0337'RECOVERED IN GOOD CONDITION.
 OL0337
 OL0337                          STATION RECOVERY (2004)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0337'RECOVERED IN GOOD CONDITION.
 OL0337
 OL0337                          STATION RECOVERY (2007)
 OL0337
 OL0337'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OL0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0371 ***********************************************************************
 OL0371  DESIGNATION -  E 317
 OL0371  PID         -  OL0371
 OL0371  STATE/COUNTY-  MI/MUSKEGON
 OL0371  COUNTRY     -  US
 OL0371  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0371
 OL0371                         *CURRENT SURVEY CONTROL
 OL0371  ______________________________________________________________________
 OL0371* NAD 83(1986) POSITION- 43 10 35.     (N) 086 13 10.     (W)   SCALED
 OL0371* NAVD 88 ORTHO HEIGHT -   191.054 (meters)      626.82  (feet) ADJUSTED
 OL0371  ______________________________________________________________________
 OL0371  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 OL0371  DYNAMIC HEIGHT  -        191.013 (meters)      626.68  (feet) COMP
 OL0371  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OL0371
 OL0371  VERT ORDER      -  FIRST     CLASS II
 OL0371
 OL0371.The horizontal coordinates were scaled from a map and have
 OL0371.an estimated accuracy of +/- 6 seconds.
 OL0371
 OL0371.The orthometric height was determined by differential leveling and
 OL0371.adjusted by the NATIONAL GEODETIC SURVEY
 OL0371.in June 1991.
 OL0371
 OL0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0371.GEOID18 height accuracy estimate available here.
 OL0371
 OL0371.Click photographs - Photos may exist for this station.
 OL0371
 OL0371.The dynamic height is computed by dividing the NAVD 88
 OL0371.geopotential number by the normal gravity value computed on the
 OL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0371.degrees latitude (g = 980.6199 gals.).
 OL0371
 OL0371.The modeled gravity was interpolated from observed gravity values.
 OL0371
 OL0371;                    North         East    Units  Estimated Accuracy
 OL0371;SPC MI S     -   187,870.    3,849,380.      MT  (+/- 180 meters Scaled)
 OL0371
 OL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN634806(NAD 83)
 OL0371
 OL0371                          SUPERSEDED SURVEY CONTROL
 OL0371
 OL0371.No superseded survey control is available for this station.
 OL0371
 OL0371_MARKER: F = FLANGE-ENCASED ROD
 OL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0371_STAMPING: E 317 1984
 OL0371_MARK LOGO: NGS
 OL0371_PROJECTION: RECESSED 6 CENTIMETERS
 OL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0371+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2021
 OL0371_ROD/PIPE-DEPTH: 24.4 meters
 OL0371
 OL0371  HISTORY     - Date     Condition        Report By
 OL0371  HISTORY     - 1984     MONUMENTED       NGS
 OL0371  HISTORY     - 19940721 GOOD             USPSQD
 OL0371  HISTORY     - 20120611 GOOD             MIDT
 OL0371  HISTORY     - 20120913 GOOD             MIDT
 OL0371  HISTORY     - 20210811 GOOD             SPICE
 OL0371
 OL0371                          STATION DESCRIPTION
 OL0371
 OL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0371'4.5 KM (2.8 MI) SE FROM MUSKEGON HEIGHTS.
 OL0371'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0371'HEIGHTS, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG AIRLINE ROAD, THENCE
 OL0371'0.5 KM (0.3 MI) WEST ALONG AIRPORT ROAD, AT A POWERLINE AND TELEPHONE
 OL0371'POLE NORTH AND ACROSS THE ROAD FROM THE ALSTROM CONSTRUCTION COMPANY
 OL0371'OFFICE, LOCATED, AT 1021 AIRPORT ROAD, 58.67 METERS (192.5 FT) EAST OF
 OL0371'THE CENTERLINE OF GRAND HAVEN ROAD, 7.62 METERS (25.0 FT) NORTH OF THE
 OL0371'CENTERLINE OF AIRPORT ROAD, 21.03 METERS (69.0 FT) NORTHEAST AND
 OL0371'ACROSS AIRPORT ROAD FROM A POWERLINE POLE WITH THREE TRANSFORMERS
 OL0371'ATTACHED, 16.39 METERS (53.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 OL0371'ALSTROM TWO DOOR BRICK GARAGE AND SHOP, 20.72 METERS (68.0 FT)
 OL0371'WEST-SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY LEADING NORTH
 OL0371'THROUGH A CHAIN LINK FENCE, AND 0.54 METERS (1.8 FT) SOUTH OF A
 OL0371'POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0371'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 OL0371'THE MARK IS ABOVE LEVEL WITH AIRPORT ROAD.
 OL0371
 OL0371                          STATION RECOVERY (1994)
 OL0371
 OL0371'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0371'RECOVERED IN GOOD CONDITION.
 OL0371
 OL0371                          STATION RECOVERY (2012)
 OL0371
 OL0371'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OL0371'RECOVERED IN GOOD CONDITION.
 OL0371'
 OL0371'NOTE-AIRLINE ROAD SHOULD BE AIRLINE HIGHWAY.
 OL0371
 OL0371                          STATION RECOVERY (2012)
 OL0371
 OL0371'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JGB)
 OL0371'RECOVERED IN GOOD CONDITION.
 OL0371
 OL0371                          STATION RECOVERY (2021)
 OL0371
 OL0371'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2021 (JD)
 OL0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0270 ***********************************************************************
 PM0270  DESIGNATION -  E 318
 PM0270  PID         -  PM0270
 PM0270  STATE/COUNTY-  MI/MANISTEE
 PM0270  COUNTRY     -  US
 PM0270  USGS QUAD   -  MANISTEE (2017)
 PM0270
 PM0270                         *CURRENT SURVEY CONTROL
 PM0270  ______________________________________________________________________
 PM0270* NAD 83(1986) POSITION- 44 14 28.     (N) 086 19 02.     (W)   SCALED
 PM0270* NAVD 88 ORTHO HEIGHT -   196.212 (meters)      643.74  (feet) ADJUSTED
 PM0270  ______________________________________________________________________
 PM0270  GEOID HEIGHT    -        -35.199 (meters)                     GEOID18
 PM0270  DYNAMIC HEIGHT  -        196.187 (meters)      643.66  (feet) COMP
 PM0270  MODELED GRAVITY -    980,485.3   (mgal)                       NAVD 88
 PM0270  OBS GRAVITY     -    980,484.9   (mgal)                       GRAV_OBS
 PM0270
 PM0270  VERT ORDER      -  FIRST     CLASS II
 PM0270
 PM0270.The horizontal coordinates were scaled from a map and have
 PM0270.an estimated accuracy of +/- 6 seconds.
 PM0270
 PM0270.The orthometric height was determined by differential leveling and
 PM0270.adjusted by the NATIONAL GEODETIC SURVEY
 PM0270.in June 1991.
 PM0270
 PM0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0270.GEOID18 height accuracy estimate available here.
 PM0270
 PM0270.Click photographs - Photos may exist for this station.
 PM0270
 PM0270.The dynamic height is computed by dividing the NAVD 88
 PM0270.geopotential number by the normal gravity value computed on the
 PM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0270.degrees latitude (g = 980.6199 gals.).
 PM0270
 PM0270.The modeled gravity was interpolated from observed gravity values.
 PM0270
 PM0270.The observed gravity was obtained from relative gravimeter ties
 PM0270.to the IGSN71 gravity network.
 PM0270
 PM0270;                    North         East    Units  Estimated Accuracy
 PM0270;SPC MI C     -   104,600.    5,844,210.      MT  (+/- 180 meters Scaled)
 PM0270
 PM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP545988(NAD 83)
 PM0270
 PM0270                          SUPERSEDED SURVEY CONTROL
 PM0270
 PM0270.No superseded survey control is available for this station.
 PM0270
 PM0270_MARKER: I = METAL ROD
 PM0270_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0270_STAMPING: E 318 1984
 PM0270_MARK LOGO: NGS
 PM0270_PROJECTION: FLUSH
 PM0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0270+STABILITY: POSITION/ELEVATION WELL
 PM0270_ROD/PIPE-DEPTH: 13.4 meters
 PM0270_SLEEVE-DEPTH  : 3.0 meters
 PM0270
 PM0270  HISTORY     - Date     Condition        Report By
 PM0270  HISTORY     - 1984     MONUMENTED       NGS
 PM0270  HISTORY     - 1990     GOOD             USPSQD
 PM0270  HISTORY     - 20010331 GOOD             NGS
 PM0270  HISTORY     - 20011013 GOOD             USPSQD
 PM0270  HISTORY     - 20031209 GOOD             USPSQD
 PM0270
 PM0270                          STATION DESCRIPTION
 PM0270
 PM0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0270'IN MANISTEE.
 PM0270'IN MANISTEE, NEAR THE JUNCTION OF MAGIL AND CYPRESS STREETS (U.S.
 PM0270'HIGHWAY 31), NEAR THE NORTHWEST CORNER AND IN THE LAWN OF THE GOOD
 PM0270'SHEPHARD LUTHERN CHURCH, AT THE OLD PORTION, 10.3 METERS (33.7 FT)
 PM0270'EAST OF THE EAST CURB OF U.S. HIGHWAY 31 (CYPRESS STREET), 5.2 METERS
 PM0270'(16.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A STONE CHURCH
 PM0270'BILLBOARD, 4.9 METERS (16.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PM0270'THE CHURCH, 4.1 METERS (13.6 FT) NORTH OF THE NORTH FACE OF THE
 PM0270'CHURCH, 0.79 METERS (2.6 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 PM0270'SIDEWALK, 6.3 METERS (20.6 FT) SOUTH OF THE SOUTH CURB OF AN EAST-WEST
 PM0270'STREET, AND 6.8 METERS (22.3 FT) WEST OF THE NORTHWEST CORNER OF AN
 PM0270'OFFSET AND IN LINE WITH THE NORTH FACE OF THE CHURCH.  NOTE, ROD
 PM0270'DRIVEN TO GRADUAL REFUSAL.
 PM0270'THE MARK IS 0.31 M ABOVE HIGHWAY.
 PM0270
 PM0270                          STATION RECOVERY (1990)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
 PM0270
 PM0270                          STATION RECOVERY (2001)
 PM0270
 PM0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0270
 PM0270                          STATION RECOVERY (2001)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
 PM0270
 PM0270                          STATION RECOVERY (2003)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0421 ***********************************************************************
 NG0421  DESIGNATION -  E 319
 NG0421  PID         -  NG0421
 NG0421  STATE/COUNTY-  MI/ALLEGAN
 NG0421  COUNTRY     -  US
 NG0421  USGS QUAD   -  HAMILTON WEST (2017)
 NG0421
 NG0421                         *CURRENT SURVEY CONTROL
 NG0421  ______________________________________________________________________
 NG0421* NAD 83(2011) POSITION- 42 40 52.69511(N) 086 06 48.67062(W)   ADJUSTED
 NG0421* NAD 83(2011) ELLIP HT-   186.081 (meters)        (06/27/12)   ADJUSTED
 NG0421* NAD 83(2011) EPOCH   -  2010.00
 NG0421* NAVD 88 ORTHO HEIGHT -   219.463 (meters)      720.02  (feet) ADJUSTED
 NG0421  ______________________________________________________________________
 NG0421  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 NG0421  NAD 83(2011) X  -    318,305.354 (meters)                     COMP
 NG0421  NAD 83(2011) Y  - -4,685,363.537 (meters)                     COMP
 NG0421  NAD 83(2011) Z  -  4,301,668.190 (meters)                     COMP
 NG0421  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 NG0421  DYNAMIC HEIGHT  -        219.406 (meters)      719.83  (feet) COMP
 NG0421  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 NG0421
 NG0421  VERT ORDER      -  FIRST     CLASS II
 NG0421
 NG0421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NG0421  Standards:
 NG0421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NG0421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NG0421  -------------------------------------------------------------------
 NG0421  NETWORK    0.90   1.65           0.40   0.33   0.84      0.06404571
 NG0421  -------------------------------------------------------------------
 NG0421  Click here for local accuracies and other accuracy information.
 NG0421
 NG0421.The horizontal coordinates were established by GPS observations
 NG0421.and adjusted by the National Geodetic Survey in June 2012.
 NG0421
 NG0421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NG0421.been affixed to the stable North American tectonic plate. See 
 NG0421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NG0421
 NG0421.The horizontal coordinates are valid at the epoch date displayed above
 NG0421.which is a decimal equivalence of Year/Month/Day.
 NG0421
 NG0421.The orthometric height was determined by differential leveling and
 NG0421.adjusted by the NATIONAL GEODETIC SURVEY
 NG0421.in June 1991.
 NG0421
 NG0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0421.GEOID18 height accuracy estimate available here.
 NG0421
 NG0421.Click photographs - Photos may exist for this station.
 NG0421
 NG0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0421
 NG0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0421
 NG0421.The ellipsoidal height was determined by GPS observations
 NG0421.and is referenced to NAD 83.
 NG0421
 NG0421.The dynamic height is computed by dividing the NAVD 88
 NG0421.geopotential number by the normal gravity value computed on the
 NG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0421.degrees latitude (g = 980.6199 gals.).
 NG0421
 NG0421.The modeled gravity was interpolated from observed gravity values.
 NG0421
 NG0421. The following values were computed from the NAD 83(2011) position.
 NG0421
 NG0421;                    North         East     Units Scale Factor Converg.
 NG0421;SPC MI S     -   132,701.119 3,856,848.672   MT  0.99991317   -1 11 19.6
 NG0421;SPC MI S     -   435,371.13 12,653,702.99   iFT  0.99991317   -1 11 19.6
 NG0421;UTM  16      - 4,725,806.064   572,628.106   MT  0.99966489   +0 36 03.6
 NG0421
 NG0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0421!SPC MI S     -   0.99997082  x   0.99991317  =   0.99988399
 NG0421!UTM  16      -   0.99997082  x   0.99966489  =   0.99963572
 NG0421
 NG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7262825806(NAD 83)
 NG0421
 NG0421                          SUPERSEDED SURVEY CONTROL
 NG0421
 NG0421  NAD 83(2007)-  42 40 52.69527(N)    086 06 48.67127(W) AD(2002.00) 0
 NG0421  ELLIP H (02/10/07)  186.102  (m)                       GP(2002.00)    
 NG0421  ELLIP H (07/17/02)  186.107  (m)                       GP(       ) 4 1
 NG0421  NAD 83(1994)-  42 40 52.69556(N)    086 06 48.67250(W) AD(       ) 1
 NG0421  ELLIP H (02/03/97)  186.127  (m)                       GP(       ) 4 1
 NG0421  NAD 83(1991)-  42 40 52.69644(N)    086 06 48.68371(W) AD(       ) 1
 NG0421  NAVD 88             219.46   (m)          720.0    (f) LEVELING    3  
 NG0421
 NG0421.Superseded values are not recommended for survey control.
 NG0421
 NG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0421.See file dsdata.pdf to determine how the superseded data were derived.
 NG0421
 NG0421_MARKER: F = FLANGE-ENCASED ROD
 NG0421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0421_STAMPING: E 319 1984
 NG0421_MARK LOGO: NGS
 NG0421_PROJECTION: FLUSH
 NG0421_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0421+STABILITY: POSITION/ELEVATION WELL
 NG0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0421+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 NG0421_ROD/PIPE-DEPTH: 11.0 meters
 NG0421
 NG0421  HISTORY     - Date     Condition        Report By
 NG0421  HISTORY     - 1984     MONUMENTED       NGS
 NG0421  HISTORY     - 1988     GOOD             USPSQD
 NG0421  HISTORY     - 19931228 GOOD             MIDT
 NG0421  HISTORY     - 20110505 GOOD             JCLS
 NG0421  HISTORY     - 20120529 GOOD             MIDT
 NG0421
 NG0421                          STATION DESCRIPTION
 NG0421
 NG0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0421'9.5 KM (5.95 MI) NORTH FROM FENNVILLE.
 NG0421'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0421'POST OFFICE IN FENNVILLE, THENCE 8.7 KM (5.45 MI) NORTH ALONG 58TH
 NG0421'STREET, 0.1 KM (0.05 MI) SOUTH OF THE INTERSECTION OF 136TH AVENUE AND
 NG0421'58TH STREET, 21.03 METERS (69.0 FT) WEST OF THE CENTERLINE OF 58TH
 NG0421'STREET, 8.10 METERS (26.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER
 NG0421'OF A 10 BY 14 FEET METAL TELEPHONE BUILDING, 7.77 METERS (25.5 FT)
 NG0421'NORTH OF A TELEPHONE JUNCTION BOX NUMBERED 490, 5.33 METERS (17.5 FT)
 NG0421'SOUTH OF THE CENTER OF A GRAVEL DRIVE LEADING WEST TO THE TELEPHONE
 NG0421'BUILDING, 0.76 METERS (2.5 FT) SOUTH OF A POWERLINE POLE WITH A
 NG0421'TRANSFORMER ATTACHED.  NOTE, DRIVING RATE EXCEEDED AND ROD ANCHORED.
 NG0421'THE MARK IS 1.52 M BELOW 58TH STREET.
 NG0421
 NG0421                          STATION RECOVERY (1988)
 NG0421
 NG0421'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0421'RECOVERED IN GOOD CONDITION.
 NG0421
 NG0421                          STATION RECOVERY (1993)
 NG0421
 NG0421'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0421'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0421'IT IS IN THE NORTHEAST 1/4 SECTION 6, T-3-N, R-15-W, OF MANLIUS
 NG0421'TOWNSHIP.  ABOUT 6.0 MILES NORTH FROM FENNVILLE, 5.0 MILES SOUTH FROM
 NG0421'HOLLAND, AND 5.0 MILES EAST FROM SAUGATUCK. TO REACH FROM THE POST
 NG0421'OFFICE IN FENNVILLE, GO WEST 0.5 MILE ALONG STATE HIGHWAY M-89 TO 58TH
 NG0421'STREET. GO NORTH ALONG 58TH STREET FOR 5.45 MILES TO 136TH AVENUE. IT
 NG0421'IS 0.05 MILE SOUTH OF THE INTERSECTION OF 136TH AVENUE AND 58TH STREET
 NG0421'AS DESCRIBED. STATION IS 210.0 FEET SOUTH FROM CENTER OF 136TH AVENUE,
 NG0421'69.0 FEET WES FROM CENTER OF 58TH STREET, 26.9 FEET NORTHEAST FROM
 NG0421'NORTHEAST CORNER OF GENERAL TELEPHONE ELECTRIC STATION HOUSE, 18.0
 NG0421'FEET SOUTH FROM CENTER OF GRAVEL ENTRANCE TO G.T.E. STATION HOUSE, AND
 NG0421'2.0 FEET SOUTH FROM UTILITY POLE.
 NG0421
 NG0421                          STATION RECOVERY (2011)
 NG0421
 NG0421'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 NG0421'RECOVERED IN GOOD CONDITION.
 NG0421
 NG0421                          STATION RECOVERY (2012)
 NG0421
 NG0421'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0418 ***********************************************************************
 NE0418  DESIGNATION -  E 32
 NE0418  PID         -  NE0418
 NE0418  STATE/COUNTY-  MI/OAKLAND
 NE0418  COUNTRY     -  US
 NE0418  USGS QUAD   -  UTICA (2017)
 NE0418
 NE0418                         *CURRENT SURVEY CONTROL
 NE0418  ______________________________________________________________________
 NE0418* NAD 83(1986) POSITION- 42 40 55.     (N) 083 06 50.     (W)   SCALED
 NE0418* NAVD 88 ORTHO HEIGHT -   212.736 (meters)      697.95  (feet) ADJUSTED
 NE0418  ______________________________________________________________________
 NE0418  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 NE0418  DYNAMIC HEIGHT  -        212.673 (meters)      697.74  (feet) COMP
 NE0418  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 NE0418
 NE0418  VERT ORDER      -  SECOND    CLASS I
 NE0418
 NE0418.The horizontal coordinates were scaled from a map and have
 NE0418.an estimated accuracy of +/- 6 seconds.
 NE0418
 NE0418.The orthometric height was determined by differential leveling and
 NE0418.adjusted by the NATIONAL GEODETIC SURVEY
 NE0418.in October 2019.
 NE0418
 NE0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0418.GEOID18 height accuracy estimate available here.
 NE0418
 NE0418.Click photographs - Photos may exist for this station.
 NE0418
 NE0418.The dynamic height is computed by dividing the NAVD 88
 NE0418.geopotential number by the normal gravity value computed on the
 NE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0418.degrees latitude (g = 980.6199 gals.).
 NE0418
 NE0418.The modeled gravity was interpolated from observed gravity values.
 NE0418
 NE0418;                    North         East    Units  Estimated Accuracy
 NE0418;SPC MI S     -   132,050.    4,102,670.      MT  (+/- 180 meters Scaled)
 NE0418
 NE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH268276(NAD 83)
 NE0418
 NE0418                          SUPERSEDED SURVEY CONTROL
 NE0418
 NE0418  NAVD 88 (06/15/91)  212.723  (m)          697.91   (f) SUPERSEDED  1 2
 NE0418  NGVD 29 (??/??/92)  212.869  (m)          698.39   (f) ADJ UNCH    1 2
 NE0418
 NE0418.Superseded values are not recommended for survey control.
 NE0418
 NE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0418.See file dsdata.pdf to determine how the superseded data were derived.
 NE0418
 NE0418_MARKER: DB = BENCH MARK DISK
 NE0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0418_SP_SET: BRIDGE ABUTMENT
 NE0418_STAMPING: 698.388 E 32 1930
 NE0418_MARK LOGO: CGS
 NE0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0418
 NE0418  HISTORY     - Date     Condition        Report By
 NE0418  HISTORY     - 1930     MONUMENTED       CGS
 NE0418  HISTORY     - 1938     GOOD             CGS
 NE0418  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0418  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0418
 NE0418                          STATION DESCRIPTION
 NE0418
 NE0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0418'1.2 MI E FROM ROCHESTER.
 NE0418'1.2 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM ROCHESTER,
 NE0418'OAKLAND COUNTY, AT THE FIRST CONCRETE BRIDGE EAST OF THE CROSSING
 NE0418'OF THE GRAND TRUNK WESTERN RAILWAY AT ROCHESTER JUNCTION, IN THE
 NE0418'SOUTH END OF THE WEST ABUTMENT, AND ABOUT 5 FEET LOWER THAN THE RAIL.
 NE0418'A STANDARD DISK, STAMPED 698.388 E 32 1930.
 NE0418
 NE0418                          STATION RECOVERY (1994)
 NE0418
 NE0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0418'MARK NOT FOUND.
 NE0418
 NE0418                          STATION RECOVERY (1999)
 NE0418
 NE0418'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0418'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0274 ***********************************************************************
 PM0274  DESIGNATION -  E 320
 PM0274  PID         -  PM0274
 PM0274  STATE/COUNTY-  MI/MANISTEE
 PM0274  COUNTRY     -  US
 PM0274  USGS QUAD   -  MANISTEE (2017)
 PM0274
 PM0274                         *CURRENT SURVEY CONTROL
 PM0274  ______________________________________________________________________
 PM0274* NAD 83(1986) POSITION- 44 10 40.     (N) 086 18 20.     (W)   SCALED
 PM0274* NAVD 88 ORTHO HEIGHT -   201.940 (meters)      662.53  (feet) ADJUSTED
 PM0274  ______________________________________________________________________
 PM0274  GEOID HEIGHT    -        -35.128 (meters)                     GEOID18
 PM0274  DYNAMIC HEIGHT  -        201.912 (meters)      662.44  (feet) COMP
 PM0274  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 PM0274
 PM0274  VERT ORDER      -  FIRST     CLASS II
 PM0274
 PM0274.The horizontal coordinates were scaled from a map and have
 PM0274.an estimated accuracy of +/- 6 seconds.
 PM0274
 PM0274.The orthometric height was determined by differential leveling and
 PM0274.adjusted by the NATIONAL GEODETIC SURVEY
 PM0274.in June 1991.
 PM0274
 PM0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0274.GEOID18 height accuracy estimate available here.
 PM0274
 PM0274.Click photographs - Photos may exist for this station.
 PM0274
 PM0274.The dynamic height is computed by dividing the NAVD 88
 PM0274.geopotential number by the normal gravity value computed on the
 PM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0274.degrees latitude (g = 980.6199 gals.).
 PM0274
 PM0274.The modeled gravity was interpolated from observed gravity values.
 PM0274
 PM0274;                    North         East    Units  Estimated Accuracy
 PM0274;SPC MI C     -    97,540.    5,844,970.      MT  (+/- 180 meters Scaled)
 PM0274
 PM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP555918(NAD 83)
 PM0274
 PM0274                          SUPERSEDED SURVEY CONTROL
 PM0274
 PM0274.No superseded survey control is available for this station.
 PM0274
 PM0274_MARKER: I = METAL ROD
 PM0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0274_STAMPING: E 320 1984
 PM0274_MARK LOGO: NGS
 PM0274_PROJECTION: FLUSH
 PM0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0274+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 PM0274_ROD/PIPE-DEPTH: 24.4 meters
 PM0274
 PM0274  HISTORY     - Date     Condition        Report By
 PM0274  HISTORY     - 1984     MONUMENTED       NGS
 PM0274  HISTORY     - 19950909 GOOD             USPSQD
 PM0274  HISTORY     - 19961002 GOOD             USPSQD
 PM0274  HISTORY     - 20010331 GOOD             NGS
 PM0274  HISTORY     - 20011128 GOOD             NGS
 PM0274  HISTORY     - 20030213 GOOD             ABCI
 PM0274  HISTORY     - 20031209 GOOD             USPSQD
 PM0274
 PM0274                          STATION DESCRIPTION
 PM0274
 PM0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0274'8.4 KM (5.2 MI) SOUTH FROM MANISTEE.
 PM0274'8.4 KM (5.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0274'IN MANISTEE, ABOUT FIFTY FEET NORTH OF THE MASON-MANISTEE COUNTY LINE,
 PM0274'SET BETWEEN TWO WITNESS POSTS, 19.2 METERS (62.9 FT) EAST OF THE
 PM0274'CENTERLINE OF THE HIGHWAY, 1.3 METERS (4.2 FT) SOUTHWEST OF A SIGN
 PM0274'(WELCOME TO FILEK TOWNSHIP), 0.43 METERS (1.4 FT) WEST OF A FENCE
 PM0274'LINE, AND 64.0 METERS (210.0 FT) NORTH OF A GRAVEL ROAD LEADING EAST
 PM0274'(DEAD END ROAD).  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0274'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 PM0274'THE MARK IS 0.31 M ABOVE HIGHWAY.
 PM0274
 PM0274                          STATION RECOVERY (1995)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (1996)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (2001)
 PM0274
 PM0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0274'
 PM0274
 PM0274                          STATION RECOVERY (2001)
 PM0274
 PM0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0274'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0274
 PM0274                          STATION RECOVERY (2003)
 PM0274
 PM0274'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2003 (PGB)
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (2003)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0245 ***********************************************************************
 PM0245  DESIGNATION -  E 321
 PM0245  PID         -  PM0245
 PM0245  STATE/COUNTY-  MI/MANISTEE
 PM0245  COUNTRY     -  US
 PM0245  USGS QUAD   -  BRETHREN (2017)
 PM0245
 PM0245                         *CURRENT SURVEY CONTROL
 PM0245  ______________________________________________________________________
 PM0245* NAD 83(1986) POSITION- 44 22 14.     (N) 086 02 32.     (W)   SCALED
 PM0245* NAVD 88 ORTHO HEIGHT -   213.518 (meters)      700.52  (feet) ADJUSTED
 PM0245  ______________________________________________________________________
 PM0245  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 PM0245  DYNAMIC HEIGHT  -        213.492 (meters)      700.43  (feet) COMP
 PM0245  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 PM0245
 PM0245  VERT ORDER      -  FIRST     CLASS II
 PM0245
 PM0245.The horizontal coordinates were scaled from a map and have
 PM0245.an estimated accuracy of +/- 6 seconds.
 PM0245
 PM0245.The orthometric height was determined by differential leveling and
 PM0245.adjusted by the NATIONAL GEODETIC SURVEY
 PM0245.in June 1991.
 PM0245
 PM0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0245.GEOID18 height accuracy estimate available here.
 PM0245
 PM0245.Click photographs - Photos may exist for this station.
 PM0245
 PM0245.The dynamic height is computed by dividing the NAVD 88
 PM0245.geopotential number by the normal gravity value computed on the
 PM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0245.degrees latitude (g = 980.6199 gals.).
 PM0245
 PM0245.The modeled gravity was interpolated from observed gravity values.
 PM0245
 PM0245;                    North         East    Units  Estimated Accuracy
 PM0245;SPC MI C     -   118,490.    5,866,460.      MT  (+/- 180 meters Scaled)
 PM0245
 PM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ763134(NAD 83)
 PM0245
 PM0245                          SUPERSEDED SURVEY CONTROL
 PM0245
 PM0245.No superseded survey control is available for this station.
 PM0245
 PM0245_MARKER: DV = VERTICAL CONTROL DISK
 PM0245_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0245_SP_SET: BRIDGE ABUTMENT
 PM0245_STAMPING: E 321 1984
 PM0245_MARK LOGO: NGS
 PM0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0245+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 PM0245
 PM0245  HISTORY     - Date     Condition        Report By
 PM0245  HISTORY     - 1984     MONUMENTED       NGS
 PM0245  HISTORY     - 19961001 GOOD             USPSQD
 PM0245  HISTORY     - 20010331 GOOD             NGS
 PM0245  HISTORY     - 20050521 GOOD             USPSQD
 PM0245
 PM0245                          STATION DESCRIPTION
 PM0245
 PM0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0245'3.1 KM (1.95 MI) SW FROM KALEVA.
 PM0245'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0245'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET AND COUNTY
 PM0245'ROAD 669, THENCE 2.6 KM (1.6 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD
 PM0245'669), SET IN THE BRIDGE ABUTMENT ON THE NORTH SIDE OF THE HIGHWAY, ONE
 PM0245'FOOT FROM THE WEST END, AND 5.8 METERS (19.0 FT) NORTH OF THE
 PM0245'CENTERLINE OF THE HIGHWAY.
 PM0245'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 PM0245'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0245
 PM0245                          STATION RECOVERY (1996)
 PM0245
 PM0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0245'RECOVERED IN GOOD CONDITION.
 PM0245
 PM0245                          STATION RECOVERY (2001)
 PM0245
 PM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0245'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0245'
 PM0245
 PM0245                          STATION RECOVERY (2005)
 PM0245
 PM0245'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0438 ***********************************************************************
 NG0438  DESIGNATION -  E 322
 NG0438  PID         -  NG0438
 NG0438  STATE/COUNTY-  MI/VAN BUREN
 NG0438  COUNTRY     -  US
 NG0438  USGS QUAD   -  PULLMAN (2017)
 NG0438
 NG0438                         *CURRENT SURVEY CONTROL
 NG0438  ______________________________________________________________________
 NG0438* NAD 83(1986) POSITION- 42 24 15.24   (N) 086 04 03.76   (W)   HD_HELD1
 NG0438* NAVD 88 ORTHO HEIGHT -   207.359 (meters)      680.31  (feet) ADJUSTED
 NG0438  ______________________________________________________________________
 NG0438  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 NG0438  DYNAMIC HEIGHT  -        207.302 (meters)      680.12  (feet) COMP
 NG0438  MODELED GRAVITY -    980,338.7   (mgal)                       NAVD 88
 NG0438
 NG0438  VERT ORDER      -  FIRST     CLASS II
 NG0438
 NG0438.The horizontal coordinates were determined by differentially corrected
 NG0438.hand held GPS observations or other comparable positioning techniques
 NG0438.and have an estimated accuracy of +/- 3 meters.
 NG0438
 NG0438.The orthometric height was determined by differential leveling and
 NG0438.adjusted by the NATIONAL GEODETIC SURVEY
 NG0438.in June 1991.
 NG0438
 NG0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0438.GEOID18 height accuracy estimate available here.
 NG0438
 NG0438.Click photographs - Photos may exist for this station.
 NG0438
 NG0438.The dynamic height is computed by dividing the NAVD 88
 NG0438.geopotential number by the normal gravity value computed on the
 NG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0438.degrees latitude (g = 980.6199 gals.).
 NG0438
 NG0438.The modeled gravity was interpolated from observed gravity values.
 NG0438
 NG0438;                    North         East    Units  Estimated Accuracy
 NG0438;SPC MI S     -   101,854.7   3,859,980.3     MT  (+/- 3 meters HH1 GPS) 
 NG0438
 NG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7671995080(NAD 83)
 NG0438
 NG0438                          SUPERSEDED SURVEY CONTROL
 NG0438
 NG0438  NGVD 29 (01/19/93)  207.497  (m)          680.76   (f) ADJUSTED    1 2
 NG0438
 NG0438.Superseded values are not recommended for survey control.
 NG0438
 NG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0438.See file dsdata.pdf to determine how the superseded data were derived.
 NG0438
 NG0438_MARKER: F = FLANGE-ENCASED ROD
 NG0438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0438_STAMPING: E 322 1984
 NG0438_MARK LOGO: NGS
 NG0438_PROJECTION: RECESSED 8 CENTIMETERS
 NG0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0438+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 NG0438_ROD/PIPE-DEPTH: 24.4 meters
 NG0438_SLEEVE-DEPTH  : 3.0 meters
 NG0438
 NG0438  HISTORY     - Date     Condition        Report By
 NG0438  HISTORY     - 1984     MONUMENTED       NGS
 NG0438  HISTORY     - 1985     GOOD             NGS
 NG0438  HISTORY     - 20000803 GOOD             MI-159
 NG0438  HISTORY     - 20200624 GOOD             MIDT
 NG0438  HISTORY     - 20211007 GOOD             MIDT
 NG0438
 NG0438                          STATION DESCRIPTION
 NG0438
 NG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0438'0.4 KM (0.25 MI) EAST FROM GRAND JUNCTION.
 NG0438'0.4 KM (0.25 MI) EAST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0438'GRAND JUNCTION, AT SAINT CYRIC CHURCH LEADING SOUTH, 17.07 METERS
 NG0438'(56.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 388, 55.01 METERS
 NG0438'(180.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 NG0438'6.71 METERS (22.0 FT) EAST OF THE EAST DRIVEWAY TO THE CHURCH, AND
 NG0438'18.23 METERS (59.8 FT) NORTHWEST OF A LARGE TWIN TRUNK OAK TREE.
 NG0438'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NG0438'THE MARK IS 0.4 M ABOVE COUNTY ROAD 388.
 NG0438
 NG0438                          STATION RECOVERY (1985)
 NG0438
 NG0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0438'RECOVERED IN GOOD CONDITION.
 NG0438
 NG0438                          STATION RECOVERY (2000)
 NG0438
 NG0438'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0438'NOT USEABLE FOR GPS.
 NG0438
 NG0438                          STATION RECOVERY (2020)
 NG0438
 NG0438'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NG0438'AT THE SOUTHWEST CORNER OF THE KAL HAVEN BAIT AND TACKLE HARDWARE
 NG0438'EXIST DRIVEWAY.  THE MARK IS 1 FT (0.3 M) NORTH OF A WITNESS POST.
 NG0438
 NG0438                          STATION RECOVERY (2021)
 NG0438
 NG0438'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 NG0438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1222 ***********************************************************************
 NF1222  DESIGNATION -  E 323
 NF1222  PID         -  NF1222
 NF1222  STATE/COUNTY-  MI/VAN BUREN
 NF1222  COUNTRY     -  US
 NF1222  USGS QUAD   -  GOBLES WEST (2017)
 NF1222
 NF1222                         *CURRENT SURVEY CONTROL
 NF1222  ______________________________________________________________________
 NF1222* NAD 83(1986) POSITION- 42 21 39.69   (N) 085 54 17.71   (W)   HD_HELD1
 NF1222* NAVD 88 ORTHO HEIGHT -   233.157 (meters)      764.95  (feet) ADJUSTED
 NF1222  ______________________________________________________________________
 NF1222  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 NF1222  DYNAMIC HEIGHT  -        233.092 (meters)      764.74  (feet) COMP
 NF1222  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 NF1222
 NF1222  VERT ORDER      -  FIRST     CLASS II
 NF1222
 NF1222.The horizontal coordinates were determined by differentially corrected
 NF1222.hand held GPS observations or other comparable positioning techniques
 NF1222.and have an estimated accuracy of +/- 3 meters.
 NF1222
 NF1222.The orthometric height was determined by differential leveling and
 NF1222.adjusted by the NATIONAL GEODETIC SURVEY
 NF1222.in June 1991.
 NF1222
 NF1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1222.GEOID18 height accuracy estimate available here.
 NF1222
 NF1222.Click photographs - Photos may exist for this station.
 NF1222
 NF1222.The dynamic height is computed by dividing the NAVD 88
 NF1222.geopotential number by the normal gravity value computed on the
 NF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1222.degrees latitude (g = 980.6199 gals.).
 NF1222
 NF1222.The modeled gravity was interpolated from observed gravity values.
 NF1222
 NF1222;                    North         East    Units  Estimated Accuracy
 NF1222;SPC MI S     -    96,798.4   3,873,291.1     MT  (+/- 3 meters HH1 GPS) 
 NF1222
 NF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9017890442(NAD 83)
 NF1222
 NF1222                          SUPERSEDED SURVEY CONTROL
 NF1222
 NF1222  NGVD 29 (01/19/93)  233.292  (m)          765.39   (f) ADJUSTED    1 2
 NF1222
 NF1222.Superseded values are not recommended for survey control.
 NF1222
 NF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1222.See file dsdata.pdf to determine how the superseded data were derived.
 NF1222
 NF1222_MARKER: F = FLANGE-ENCASED ROD
 NF1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1222_STAMPING: E 323 1984
 NF1222_MARK LOGO: NGS
 NF1222_PROJECTION: FLUSH
 NF1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1222+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 NF1222_ROD/PIPE-DEPTH: 9.8 meters
 NF1222
 NF1222  HISTORY     - Date     Condition        Report By
 NF1222  HISTORY     - 1984     MONUMENTED       NGS
 NF1222  HISTORY     - 20000803 GOOD             MI-159
 NF1222  HISTORY     - 20200625 GOOD             MIDT
 NF1222
 NF1222                          STATION DESCRIPTION
 NF1222
 NF1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1222'2.1 KM (1.3 MI) WEST FROM GOBLES.
 NF1222'2.1 KM (1.3 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1222'STATE HIGHWAY 40 IN GOBLES, OR 6.0 KM (3.75 MI) EASTERLY ALONG COUNTY
 NF1222'ROAD 388 FROM THE JUNCTION OF COUNTY ROAD 665 IN BLOOMINGDALE, 44.2 M
 NF1222'(145.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO 36606
 NF1222'COUNTY ROAD 388, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 NF1222'0.7 M (2.3 FT) WEST-SOUTHWEST OF A WITNESS POST, AND 0.6 M (2.0 FT)
 NF1222'WEST OF UTILITY POLE NUMBER V2333447.  NOTE--ACCESS TO DATUM POINT IS
 NF1222'HAD THROUGH A 5-INCH LOGO CAP.
 NF1222'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF1222'THE MARK IS 0.2 M BELOW THE ROAD.
 NF1222
 NF1222                          STATION RECOVERY (2000)
 NF1222
 NF1222'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1222'1.3 MILES WEST OF GOBLES ON CR 388. OK FOR GPS
 NF1222
 NF1222                          STATION RECOVERY (2020)
 NF1222
 NF1222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0612 ***********************************************************************
 RM0612  DESIGNATION -  E 324
 RM0612  PID         -  RM0612
 RM0612  STATE/COUNTY-  MI/GOGEBIC
 RM0612  COUNTRY     -  US
 RM0612  USGS QUAD   -  BESSEMER (2017)
 RM0612
 RM0612                         *CURRENT SURVEY CONTROL
 RM0612  ______________________________________________________________________
 RM0612* NAD 83(1994) POSITION- 46 28 49.62667(N) 090 01 53.71974(W)   ADJUSTED
 RM0612* NAD 83(1994) ELLIP HT-   408.029 (meters)        (07/17/02)   ADJUSTED
 RM0612* NAVD 88 ORTHO HEIGHT -   438.981 (meters)     1440.22  (feet) ADJUSTED
 RM0612  ______________________________________________________________________
 RM0612  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 RM0612  NAD 83(1994) X  -     -2,425.863 (meters)                     COMP
 RM0612  NAD 83(1994) Y  - -4,400,028.890 (meters)                     COMP
 RM0612  NAD 83(1994) Z  -  4,602,480.220 (meters)                     COMP
 RM0612  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 RM0612  DYNAMIC HEIGHT  -        438.999 (meters)     1440.28  (feet) COMP
 RM0612  MODELED GRAVITY -    980,642.8   (mgal)                       NAVD 88
 RM0612
 RM0612  HORZ ORDER      -  FIRST
 RM0612  VERT ORDER      -  FIRST     CLASS II
 RM0612  ELLP ORDER      -  FOURTH    CLASS I
 RM0612
 RM0612.The horizontal coordinates were established by GPS observations
 RM0612.and adjusted by the National Geodetic Survey in February 1997.
 RM0612
 RM0612.The orthometric height was determined by differential leveling and
 RM0612.adjusted by the NATIONAL GEODETIC SURVEY
 RM0612.in June 1991.
 RM0612
 RM0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0612.GEOID18 height accuracy estimate available here.
 RM0612
 RM0612.Click photographs - Photos may exist for this station.
 RM0612
 RM0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0612
 RM0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0612
 RM0612.The ellipsoidal height was determined by GPS observations
 RM0612.and is referenced to NAD 83.
 RM0612
 RM0612.The dynamic height is computed by dividing the NAVD 88
 RM0612.geopotential number by the normal gravity value computed on the
 RM0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0612.degrees latitude (g = 980.6199 gals.).
 RM0612
 RM0612.The modeled gravity was interpolated from observed gravity values.
 RM0612
 RM0612. The following values were computed from the NAD 83(1994) position.
 RM0612
 RM0612;                    North         East     Units Scale Factor Converg.
 RM0612;SPC MI N     -   193,075.934 7,767,282.004   MT  0.99990862   -2 11 28.3
 RM0612;SPC MI N     -   633,451.23 25,483,208.67   iFT  0.99990862   -2 11 28.3
 RM0612;UTM  15      - 5,151,713.067   727,848.258   MT  1.00023818   +2 09 12.4
 RM0612;UTM  16      - 5,151,897.350   267,302.604   MT  1.00026564   -2 11 57.5
 RM0612
 RM0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0612!SPC MI N     -   0.99993604  x   0.99990862  =   0.99984467
 RM0612!UTM  15      -   0.99993604  x   1.00023818  =   1.00017421
 RM0612!UTM  16      -   0.99993604  x   1.00026564  =   1.00020166
 RM0612
 RM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2784851713(NAD 83)
 RM0612
 RM0612                          SUPERSEDED SURVEY CONTROL
 RM0612
 RM0612  ELLIP H (03/16/99)  407.602  (m)                       GP(       ) 4 1
 RM0612  ELLIP H (02/03/97)  408.075  (m)                       GP(       ) 4 1
 RM0612  NAD 83(1991)-  46 28 49.62575(N)    090 01 53.71953(W) AD(       ) 1
 RM0612  NAD 83(1986)-  46 28 49.61720(N)    090 01 53.70024(W) AD(       ) 1
 RM0612  NAD 83(1986)-  46 28 49.61931(N)    090 01 53.70612(W) AD(       ) 3
 RM0612  NAVD 88 (03/19/14)  439.032  (m)         1440.39   (f) SUPERSEDED  2 1
 RM0612  NAVD 88             438.98   (m)         1440.2    (f) LEVELING    3  
 RM0612  NGVD 29             438.98   (m)         1440.2    (f) LEVELING    3  
 RM0612
 RM0612.Superseded values are not recommended for survey control.
 RM0612
 RM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0612.See file dsdata.pdf to determine how the superseded data were derived.
 RM0612
 RM0612_MARKER: F = FLANGE-ENCASED ROD
 RM0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0612_STAMPING: E 324 1985
 RM0612_MARK LOGO: NGS
 RM0612_PROJECTION: RECESSED 8 CENTIMETERS
 RM0612_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0612+STABILITY: SURFACE MOTION
 RM0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0612+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 RM0612_ROD/PIPE-DEPTH: 4.1 meters
 RM0612
 RM0612  HISTORY     - Date     Condition        Report By
 RM0612  HISTORY     - 1985     MONUMENTED       NGS
 RM0612  HISTORY     - 1989     GOOD             USPSQD
 RM0612  HISTORY     - 19890805 GOOD             NGS
 RM0612  HISTORY     - 19970630 GOOD             MIDT
 RM0612  HISTORY     - 20010112 GOOD             TETR
 RM0612  HISTORY     - 20030822 GOOD             USPSQD
 RM0612  HISTORY     - 20040801 GOOD             USPSQD
 RM0612  HISTORY     - 20090618 GOOD             MIDT
 RM0612  HISTORY     - 20130828 GOOD             WIDT
 RM0612  HISTORY     - 20180725 GOOD             WIDT
 RM0612  HISTORY     - 20210621 GOOD             MIDT
 RM0612
 RM0612                          STATION DESCRIPTION
 RM0612
 RM0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0612'1.6 KM (1.0 MI) EAST FROM BESSEMER.
 RM0612'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RM0612'1.6 KM (1.0 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0612'SCHOOL IN BESSEMER, 61.7 M (202.4 FT) EAST OF THE CENTER OF AN
 RM0612'ENTRANCE TO THE TRAVELERS MOTEL, 19.3 M (63.3 FT) NORTH OF THE
 RM0612'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 7.1 M (23.3 FT)
 RM0612'WEST OF THE CENTER OF CEDAR STREET, AND 0.7 M (2.3 FT) SOUTH OF A
 RM0612'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RM0612'THROUGH A 5-INCH LOGO CAP.
 RM0612'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
 RM0612
 RM0612                          STATION RECOVERY (1989)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (1989)
 RM0612
 RM0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RM0612'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) WEST OF WAKEFIELD AND
 RM0612'1.6 KM (1.00 MI) EAST OF BESSEMER.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 RM0612'TRANSPORTATION.
 RM0612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MOORE
 RM0612'STREET AT THE STOPLIGHT IN THE CENTER OF BESSEMER, GO EAST ON HIGHWAY
 RM0612'2 FOR 1.61 KM (1.00 MI) TO NORTH CEDAR AVENUE AND THE STATION ON THE
 RM0612'LEFT, AT THE SOUTHEAST CORNER OF THE LAWN OF THE TRAVELERS MOTEL.
 RM0612'THE STATION IS A PUNCH MARK IN THE TOP OF 3/8 INCH STAINLESS STEEL
 RM0612'ROD, ACCESS IS THROUGH A 5 INCH LOGO CAP.  LOCATED 19.1 M (62.7 FT)
 RM0612'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 2, 7.0 M
 RM0612'(23.0 FT) WEST OF THE CENTER OF NORTH CEDAR AVENUE AND 0.65 M
 RM0612'(2.1 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER B-10-4-91/44 AND A
 RM0612'CARSONITE WITNESS POST.
 RM0612'DESCRIBED BY E.J. HANSMANN.
 RM0612
 RM0612                          STATION RECOVERY (1997)
 RM0612
 RM0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0612'RECOVERED AS DESCRIBED.
 RM0612
 RM0612                          STATION RECOVERY (2001)
 RM0612
 RM0612'RECOVERY NOTE BY TETRA TECH MPS 2001 (SMV)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (2003)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0612'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE HAS 1 GUY WIRE
 RM0612'AND A STOP SIGN ATTACHED
 RM0612
 RM0612                          STATION RECOVERY (2004)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (2009)
 RM0612
 RM0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RM0612'RECOVERED AS DESCRIBED.
 RM0612
 RM0612                          STATION RECOVERY (2013)
 RM0612
 RM0612'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RM0612'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS 0.6 M
 RM0612'(2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 RM0612
 RM0612                          STATION RECOVERY (2018)
 RM0612
 RM0612'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (2021)
 RM0612
 RM0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RM0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1484 ***********************************************************************
 RL1484  DESIGNATION -  E 325
 RL1484  PID         -  RL1484
 RL1484  STATE/COUNTY-  MI/HOUGHTON
 RL1484  COUNTRY     -  US
 RL1484  USGS QUAD   -  GLITTER LAKE (2017)
 RL1484
 RL1484                         *CURRENT SURVEY CONTROL
 RL1484  ______________________________________________________________________
 RL1484* NAD 83(1986) POSITION- 46 29 24.     (N) 088 51 25.     (W)   SCALED
 RL1484* NAVD 88 ORTHO HEIGHT -   377.616 (meters)     1238.90  (feet) ADJUSTED
 RL1484  ______________________________________________________________________
 RL1484  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 RL1484  DYNAMIC HEIGHT  -        377.628 (meters)     1238.93  (feet) COMP
 RL1484  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 RL1484
 RL1484  VERT ORDER      -  FIRST     CLASS II
 RL1484
 RL1484.The horizontal coordinates were scaled from a map and have
 RL1484.an estimated accuracy of +/- 6 seconds.
 RL1484
 RL1484.The orthometric height was determined by differential leveling and
 RL1484.adjusted by the NATIONAL GEODETIC SURVEY
 RL1484.in June 1991.
 RL1484
 RL1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1484.GEOID18 height accuracy estimate available here.
 RL1484
 RL1484.Click photographs - Photos may exist for this station.
 RL1484
 RL1484.The dynamic height is computed by dividing the NAVD 88
 RL1484.geopotential number by the normal gravity value computed on the
 RL1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1484.degrees latitude (g = 980.6199 gals.).
 RL1484
 RL1484.The modeled gravity was interpolated from observed gravity values.
 RL1484
 RL1484;                    North         East    Units  Estimated Accuracy
 RL1484;SPC MI N     -   191,360.    7,857,460.      MT  (+/- 180 meters Scaled)
 RL1484
 RL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS574501(NAD 83)
 RL1484
 RL1484                          SUPERSEDED SURVEY CONTROL
 RL1484
 RL1484.No superseded survey control is available for this station.
 RL1484
 RL1484_MARKER: I = METAL ROD
 RL1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1484_STAMPING: E 325 1985
 RL1484_MARK LOGO: NGS
 RL1484_PROJECTION: FLUSH
 RL1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1484_ROD/PIPE-DEPTH: 12.8 meters
 RL1484
 RL1484  HISTORY     - Date     Condition        Report By
 RL1484  HISTORY     - 1985     MONUMENTED       NGS
 RL1484  HISTORY     - 1989     GOOD             USPSQD
 RL1484
 RL1484                          STATION DESCRIPTION
 RL1484
 RL1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1484'26.2 KM (16.3 MI) WEST FROM COVINGTON.
 RL1484'26.2 KM (16.3 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1484'WITH U.S. HIGHWAY 141 IN COVINGTON, 98.6 M (323.5 FT) WEST OF THE
 RL1484'CENTER OF A GRAVELED ROAD LEADING SOUTHEAST, 14.5 M (47.6 FT) SOUTH OF
 RL1484'THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT) SOUTH OF UTILITY
 RL1484'POLE NUMBER 76-2358.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RL1484'5-INCH LOGO CAP.
 RL1484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1484'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL1484
 RL1484                          STATION RECOVERY (1989)
 RL1484
 RL1484'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0441 ***********************************************************************
 NG0441  DESIGNATION -  E 326
 NG0441  PID         -  NG0441
 NG0441  STATE/COUNTY-  MI/BERRIEN
 NG0441  COUNTRY     -  US
 NG0441  USGS QUAD   -  STEVENSVILLE (2017)
 NG0441
 NG0441                         *CURRENT SURVEY CONTROL
 NG0441  ______________________________________________________________________
 NG0441* NAD 83(1986) POSITION- 42 00 38.2    (N) 086 31 56.1    (W)   HD_HELD2
 NG0441* NAVD 88 ORTHO HEIGHT -   189.587 (meters)      622.00  (feet) ADJUSTED
 NG0441  ______________________________________________________________________
 NG0441  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 NG0441  DYNAMIC HEIGHT  -        189.523 (meters)      621.79  (feet) COMP
 NG0441  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 NG0441
 NG0441  VERT ORDER      -  FIRST     CLASS II
 NG0441
 NG0441.The horizontal coordinates were established by autonomous hand held GPS
 NG0441.observations and have an estimated accuracy of +/- 10 meters.
 NG0441
 NG0441.The orthometric height was determined by differential leveling and
 NG0441.adjusted by the NATIONAL GEODETIC SURVEY
 NG0441.in June 1991.
 NG0441
 NG0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0441.GEOID18 height accuracy estimate available here.
 NG0441
 NG0441.Click photographs - Photos may exist for this station.
 NG0441
 NG0441.The dynamic height is computed by dividing the NAVD 88
 NG0441.geopotential number by the normal gravity value computed on the
 NG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0441.degrees latitude (g = 980.6199 gals.).
 NG0441
 NG0441.The modeled gravity was interpolated from observed gravity values.
 NG0441
 NG0441;                    North         East    Units  Estimated Accuracy
 NG0441;SPC MI S     -    59,026.    3,820,625.      MT  (+/- 10 meters HH2 GPS)
 NG0441
 NG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3873151060(NAD 83)
 NG0441
 NG0441                          SUPERSEDED SURVEY CONTROL
 NG0441
 NG0441  NGVD 29 (01/19/93)  189.724  (m)          622.45   (f) ADJUSTED    1 2
 NG0441
 NG0441.Superseded values are not recommended for survey control.
 NG0441
 NG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0441.See file dsdata.pdf to determine how the superseded data were derived.
 NG0441
 NG0441_MARKER: DV = VERTICAL CONTROL DISK
 NG0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0441_SP_SET: BRIDGE ABUTMENT
 NG0441_STAMPING: E 326 1985
 NG0441_MARK LOGO: NGS
 NG0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0441+STABILITY: POSITION/ELEVATION WELL
 NG0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0441+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2013
 NG0441
 NG0441  HISTORY     - Date     Condition        Report By
 NG0441  HISTORY     - 1985     MONUMENTED       NGS
 NG0441  HISTORY     - 19941119 GOOD             USPSQD
 NG0441  HISTORY     - 20130402 GOOD             SPALD
 NG0441
 NG0441                          STATION DESCRIPTION
 NG0441
 NG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0441'12.6 KM (7.8 MI) SW FROM ST JOSEPH.
 NG0441'9.5 KM (5.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0441'THE POST OFFICE IN ST JOSEPH, THENCE 3.1 KM (1.95 MI) SOUTHWESTERLY
 NG0441'ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 3.8 M (12.5 FT) NORTH OF
 NG0441'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A PAVED ROAD OVERPASS
 NG0441'OF THE HIGHWAY (EXIT 22), 22.0 M (72.2 FT) EAST OF THE CENTER OF THE
 NG0441'NORTHEAST BOUND LANES OF THE HIGHWAY, AND 5.2 M (17.1 FT) SOUTH OF THE
 NG0441'CENTER OF THE ROAD.
 NG0441'THE MARK IS 1.3 M BELOW THE ROAD.
 NG0441
 NG0441                          STATION RECOVERY (1994)
 NG0441
 NG0441'RECOVERY NOTE BY US POWER SQUADRON 1994
 NG0441'RECOVERED IN GOOD CONDITION.
 NG0441
 NG0441                          STATION RECOVERY (2013)
 NG0441
 NG0441'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2013 (MA)
 NG0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1203 ***********************************************************************
 NF1203  DESIGNATION -  E 327
 NF1203  PID         -  NF1203
 NF1203  STATE/COUNTY-  MI/KALAMAZOO
 NF1203  COUNTRY     -  US
 NF1203  USGS QUAD   -  AUGUSTA (2017)
 NF1203
 NF1203                         *CURRENT SURVEY CONTROL
 NF1203  ______________________________________________________________________
 NF1203* NAD 83(1986) POSITION- 42 20 03.     (N) 085 20 18.     (W)   SCALED
 NF1203* NAVD 88 ORTHO HEIGHT -   245.575 (meters)      805.69  (feet) ADJUSTED
 NF1203  ______________________________________________________________________
 NF1203  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 NF1203  DYNAMIC HEIGHT  -        245.499 (meters)      805.44  (feet) COMP
 NF1203  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 NF1203
 NF1203  VERT ORDER      -  FIRST     CLASS II
 NF1203
 NF1203.The horizontal coordinates were scaled from a map and have
 NF1203.an estimated accuracy of +/- 6 seconds.
 NF1203
 NF1203.The orthometric height was determined by differential leveling and
 NF1203.adjusted by the NATIONAL GEODETIC SURVEY
 NF1203.in June 1991.
 NF1203
 NF1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1203.GEOID18 height accuracy estimate available here.
 NF1203
 NF1203.Click photographs - Photos may exist for this station.
 NF1203
 NF1203.The dynamic height is computed by dividing the NAVD 88
 NF1203.geopotential number by the normal gravity value computed on the
 NF1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1203.degrees latitude (g = 980.6199 gals.).
 NF1203
 NF1203.The modeled gravity was interpolated from observed gravity values.
 NF1203
 NF1203;                    North         East    Units  Estimated Accuracy
 NF1203;SPC MI S     -    93,120.    3,919,930.      MT  (+/- 180 meters Scaled)
 NF1203
 NF1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM368882(NAD 83)
 NF1203
 NF1203                          SUPERSEDED SURVEY CONTROL
 NF1203
 NF1203  NGVD 29 (01/19/93)  245.706  (m)          806.12   (f) ADJUSTED    1 2
 NF1203
 NF1203.Superseded values are not recommended for survey control.
 NF1203
 NF1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1203.See file dsdata.pdf to determine how the superseded data were derived.
 NF1203
 NF1203_MARKER: I = METAL ROD
 NF1203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1203_STAMPING: E 327 1985
 NF1203_MARK LOGO: NGS
 NF1203_PROJECTION: RECESSED 2 CENTIMETERS
 NF1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1203+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF1203_ROD/PIPE-DEPTH: 13.4 meters
 NF1203
 NF1203  HISTORY     - Date     Condition        Report By
 NF1203  HISTORY     - 1985     MONUMENTED       NGS
 NF1203  HISTORY     - 20030419 GOOD             USPSQD
 NF1203
 NF1203                          STATION DESCRIPTION
 NF1203
 NF1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1203'14.9 KM (9.25 MI) WEST FROM BATTLE CREEK.
 NF1203'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1203'CREEK, THENCE 14.3 KM (8.9 MI) WESTERLY ALONG DICKMAN ROAD, 0.6 KM
 NF1203'(0.35 MI) WEST OF A BRIDGE SPANNING THE KALAMAZOO RIVER, 31.1 M (102.0
 NF1203'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE ROAD, 22.5
 NF1203'M (73.8 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH TO THE
 NF1203'FORT CUSTER RECREATION AREA, 14.4 M (47.2 FT) SOUTHEAST OF THE EAST
 NF1203'END OF AN 18-INCH CULVERT, AND 0.4 M (1.3 FT) NORTH OF THE EAST CORNER
 NF1203'OF A 5 X 17 FOOT PLANTER BOX WITH A FORT CARSON RECREATION SIGN.
 NF1203'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1203
 NF1203                          STATION RECOVERY (2003)
 NF1203
 NF1203'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1463 ***********************************************************************
 RL1463  DESIGNATION -  E 328
 RL1463  PID         -  RL1463
 RL1463  STATE/COUNTY-  MI/BARAGA
 RL1463  COUNTRY     -  US
 RL1463  USGS QUAD   -  THREE LAKES (2017)
 RL1463
 RL1463                         *CURRENT SURVEY CONTROL
 RL1463  ______________________________________________________________________
 RL1463* NAD 83(1986) POSITION- 46 32 52.     (N) 088 10 33.     (W)   SCALED
 RL1463* NAVD 88 ORTHO HEIGHT -   504.182 (meters)     1654.14  (feet) ADJUSTED
 RL1463  ______________________________________________________________________
 RL1463  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 RL1463  DYNAMIC HEIGHT  -        504.202 (meters)     1654.20  (feet) COMP
 RL1463  MODELED GRAVITY -    980,637.0   (mgal)                       NAVD 88
 RL1463
 RL1463  VERT ORDER      -  FIRST     CLASS II
 RL1463
 RL1463.The horizontal coordinates were scaled from a map and have
 RL1463.an estimated accuracy of +/- 6 seconds.
 RL1463
 RL1463.The orthometric height was determined by differential leveling and
 RL1463.adjusted by the NATIONAL GEODETIC SURVEY
 RL1463.in June 1991.
 RL1463
 RL1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1463.GEOID18 height accuracy estimate available here.
 RL1463
 RL1463.Click photographs - Photos may exist for this station.
 RL1463
 RL1463.The dynamic height is computed by dividing the NAVD 88
 RL1463.geopotential number by the normal gravity value computed on the
 RL1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1463.degrees latitude (g = 980.6199 gals.).
 RL1463
 RL1463.The modeled gravity was interpolated from observed gravity values.
 RL1463
 RL1463;                    North         East    Units  Estimated Accuracy
 RL1463;SPC MI N     -   196,780.    7,909,830.      MT  (+/- 180 meters Scaled)
 RL1463
 RL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS098555(NAD 83)
 RL1463
 RL1463                          SUPERSEDED SURVEY CONTROL
 RL1463
 RL1463.No superseded survey control is available for this station.
 RL1463
 RL1463_MARKER: DV = VERTICAL CONTROL DISK
 RL1463_SETTING: 66 = SET IN ROCK OUTCROP
 RL1463_STAMPING: E 328 1985
 RL1463_MARK LOGO: NGS
 RL1463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1463+STABILITY: POSITION/ELEVATION WELL
 RL1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1463+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1463
 RL1463  HISTORY     - Date     Condition        Report By
 RL1463  HISTORY     - 1985     MONUMENTED       NGS
 RL1463  HISTORY     - 19990920 GOOD             USPSQD
 RL1463  HISTORY     - 20000710 GOOD             MIDT
 RL1463
 RL1463                          STATION DESCRIPTION
 RL1463
 RL1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1463'17.4 KM (10.8 MI) WEST FROM CHAMPION.
 RL1463'17.4 KM (10.8 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1463'IN CHAMPION, IN THE WESTERN 1/3 OF A 30 BY 300 FOOT EXPOSED AREA OF
 RL1463'BEDROCK IN A HIGHWAY CUT, 16.6 M (54.5 FT) SOUTHEAST OF THE NORTHWEST
 RL1463'END OF THE CUT, AND 9.1 M (29.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 RL1463'HIGHWAY.
 RL1463'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RL1463'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RL1463
 RL1463                          STATION RECOVERY (1999)
 RL1463
 RL1463'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1463'RECOVERED IN GOOD CONDITION.
 RL1463
 RL1463                          STATION RECOVERY (2000)
 RL1463
 RL1463'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE9966 ***********************************************************************
 AE9966  DESIGNATION -  E 329 RESET
 AE9966  PID         -  AE9966
 AE9966  STATE/COUNTY-  MI/MARQUETTE
 AE9966  COUNTRY     -  US
 AE9966  USGS QUAD   -  NEGAUNEE (2017)
 AE9966
 AE9966                         *CURRENT SURVEY CONTROL
 AE9966  ______________________________________________________________________
 AE9966* NAD 83(1986) POSITION- 46 30 43.57   (N) 087 36 07.58   (W)   HD_HELD1
 AE9966* NAVD 88 ORTHO HEIGHT -   429.88  (meters)     1410.4   (feet) RESET
 AE9966  ______________________________________________________________________
 AE9966  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 AE9966  VERT ORDER      -  THIRD
 AE9966
 AE9966.The horizontal coordinates were determined by differentially corrected
 AE9966.hand held GPS observations or other comparable positioning techniques
 AE9966.and have an estimated accuracy of +/- 3 meters.
 AE9966
 AE9966.The orthometric height was computed from unverified reset data.
 AE9966
 AE9966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9966.GEOID18 height accuracy estimate available here.
 AE9966
 AE9966.Click photographs - Photos may exist for this station.
 AE9966
 AE9966;                    North         East    Units  Estimated Accuracy
 AE9966;SPC MI N     -   192,318.9   7,953,795.6     MT  (+/- 3 meters HH1 GPS) 
 AE9966
 AE9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5380951124(NAD 83)
 AE9966
 AE9966                          SUPERSEDED SURVEY CONTROL
 AE9966
 AE9966.No superseded survey control is available for this station.
 AE9966
 AE9966_MARKER: DV = VERTICAL CONTROL DISK
 AE9966_SETTING: 66 = SET IN ROCK OUTCROP
 AE9966_STAMPING: E 329 RESET 1998
 AE9966_MARK LOGO: NGS
 AE9966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9966+STABILITY: POSITION/ELEVATION WELL
 AE9966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9966+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2021
 AE9966
 AE9966  HISTORY     - Date     Condition        Report By
 AE9966  HISTORY     - 1998     MONUMENTED       MIDT
 AE9966  HISTORY     - 20011011 GOOD             USPSQD
 AE9966  HISTORY     - 20041009 GOOD             USPSQD
 AE9966  HISTORY     - 20060718 GOOD             USPSQD
 AE9966  HISTORY     - 20080607 GOOD             GEOCAC
 AE9966  HISTORY     - 20210726 GOOD             MIDT
 AE9966
 AE9966                          STATION DESCRIPTION
 AE9966
 AE9966'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 AE9966'STATION IS LOCATED AT NEGAUNEE, ALONG US HIGHWAY 41 AND STATE HIGHWAY
 AE9966'M-28, IN THE SOUTHWEST SIDE OF A LARGE PROMINENT ROCK OUTCROP
 AE9966'SOUTHEAST OF THE HIGHWAY.  IT IS ABOUT 0.17 KM (0.10 MI) SOUTHWEST OF
 AE9966'THE JUNCTION WITH COUNTY ROAD 492 (MAAS ST) AND A TRAFFIC SIGNAL, 16.3
 AE9966'M (53.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHEAST DRIVE
 AE9966'ENTRANCE TO THE FERRELL GAS OFFICE/STORE AND BULK PLANT, 10.6 M (34.8
 AE9966'FT) SOUTHEAST OF THE BACK OF CURB, 5.2 M (17.1 FT) NORTH OF A POWER
 AE9966'POLE, 1.4 M (4.6 FT) SOUTHEAST OF A CALCITE VEIN AT THE NORTHWEST
 AE9966'CORNER OF THE ROCK OUTCROP, 0.55 M (1.80 FT) NORTHEAST OF A CARSONITE
 AE9966'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF THE NORTHWEST CORNER OF THE
 AE9966'LOWEST LEDGE ON THE SOUTHWEST SIDE.  A STANDARD VERTICAL CONTROL DISK
 AE9966'SET IN A DRILL HOLE ABOUT 1.1 M (3.6 FT) ABOVE LEVEL WITH THE HIGHWAY.
 AE9966'DESCRIBED BY MIKE RAFFAELLI, SURVEY TECH - MIDT.
 AE9966
 AE9966                          STATION RECOVERY (2001)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2004)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2006)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2008)
 AE9966
 AE9966'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2021)
 AE9966
 AE9966'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 AE9966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2173 ***********************************************************************
 ME2173  DESIGNATION -  E 330
 ME2173  PID         -  ME2173
 ME2173  STATE/COUNTY-  MI/BERRIEN
 ME2173  COUNTRY     -  US
 ME2173  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2173
 ME2173                         *CURRENT SURVEY CONTROL
 ME2173  ______________________________________________________________________
 ME2173* NAD 83(2011) POSITION- 41 47 55.52066(N) 086 42 22.61289(W)   ADJUSTED
 ME2173* NAD 83(2011) ELLIP HT-   169.476 (meters)        (06/27/12)   ADJUSTED
 ME2173* NAD 83(2011) EPOCH   -  2010.00
 ME2173* NAVD 88 ORTHO HEIGHT -   203.437 (meters)      667.44  (feet) ADJUSTED
 ME2173  ______________________________________________________________________
 ME2173  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 ME2173  NAD 83(2011) X  -    273,601.736 (meters)                     COMP
 ME2173  NAD 83(2011) Y  - -4,754,186.495 (meters)                     COMP
 ME2173  NAD 83(2011) Z  -  4,229,079.441 (meters)                     COMP
 ME2173  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 ME2173  DYNAMIC HEIGHT  -        203.362 (meters)      667.20  (feet) COMP
 ME2173  MODELED GRAVITY -    980,250.1   (mgal)                       NAVD 88
 ME2173  OBS GRAVITY     -    980,253.0   (mgal)                       GRAV_OBS
 ME2173
 ME2173  VERT ORDER      -  FIRST     CLASS II
 ME2173
 ME2173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2173  Standards:
 ME2173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2173  -------------------------------------------------------------------
 ME2173  NETWORK    0.77   1.82           0.36   0.25   0.93     -0.04936656
 ME2173  -------------------------------------------------------------------
 ME2173  Click here for local accuracies and other accuracy information.
 ME2173
 ME2173.The horizontal coordinates were established by GPS observations
 ME2173.and adjusted by the National Geodetic Survey in June 2012.
 ME2173
 ME2173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2173.been affixed to the stable North American tectonic plate. See 
 ME2173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2173
 ME2173.The horizontal coordinates are valid at the epoch date displayed above
 ME2173.which is a decimal equivalence of Year/Month/Day.
 ME2173
 ME2173.The orthometric height was determined by differential leveling and
 ME2173.adjusted by the NATIONAL GEODETIC SURVEY
 ME2173.in June 1991.
 ME2173
 ME2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2173.GEOID18 height accuracy estimate available here.
 ME2173
 ME2173.Click photographs - Photos may exist for this station.
 ME2173
 ME2173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2173
 ME2173.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2173
 ME2173.The ellipsoidal height was determined by GPS observations
 ME2173.and is referenced to NAD 83.
 ME2173
 ME2173.The dynamic height is computed by dividing the NAVD 88
 ME2173.geopotential number by the normal gravity value computed on the
 ME2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2173.degrees latitude (g = 980.6199 gals.).
 ME2173
 ME2173.The modeled gravity was interpolated from observed gravity values.
 ME2173
 ME2173.The observed gravity was obtained from relative gravimeter ties
 ME2173.to the IGSN71 gravity network.
 ME2173
 ME2173. The following values were computed from the NAD 83(2011) position.
 ME2173
 ME2173;                    North         East     Units Scale Factor Converg.
 ME2173;SPC MI S     -    35,888.125 3,805,560.108   MT  1.00008491   -1 35 31.8
 ME2173;SPC MI S     -   117,743.19 12,485,433.43   iFT  1.00008491   -1 35 31.8
 ME2173;UTM  16      - 4,627,474.386   524,401.585   MT  0.99960733   +0 11 44.8
 ME2173
 ME2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2173!SPC MI S     -   0.99997342  x   1.00008491  =   1.00005833
 ME2173!UTM  16      -   0.99997342  x   0.99960733  =   0.99958076
 ME2173
 ME2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2440127474(NAD 83)
 ME2173
 ME2173                          SUPERSEDED SURVEY CONTROL
 ME2173
 ME2173  NAD 83(2007)-  41 47 55.52077(N)    086 42 22.61385(W) AD(2002.00) 0
 ME2173  ELLIP H (02/10/07)  169.495  (m)                       GP(2002.00)    
 ME2173  ELLIP H (07/12/02)  169.532  (m)                       GP(       ) 4 2
 ME2173  NAD 83(1994)-  41 47 55.52053(N)    086 42 22.61372(W) AD(       ) B
 ME2173  ELLIP H (09/20/95)  169.547  (m)                       GP(       ) 1 2
 ME2173  NAVD 88             203.44   (m)          667.5    (f) LEVELING    3  
 ME2173  NGVD 29 (01/19/93)  203.555  (m)          667.83   (f) ADJUSTED    1 2
 ME2173
 ME2173.Superseded values are not recommended for survey control.
 ME2173
 ME2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2173.See file dsdata.pdf to determine how the superseded data were derived.
 ME2173
 ME2173_MARKER: DV = VERTICAL CONTROL DISK
 ME2173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2173_SP_SET: BRIDGE ABUTMENT
 ME2173_STAMPING: E 330 1985
 ME2173_MARK LOGO: NGS
 ME2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2173+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1998
 ME2173
 ME2173  HISTORY     - Date     Condition        Report By
 ME2173  HISTORY     - 1985     MONUMENTED       NGS
 ME2173  HISTORY     - 19940529 GOOD             NGS
 ME2173  HISTORY     - 19970805 GOOD             NGS
 ME2173  HISTORY     - 19980606 GOOD             USPSQD
 ME2173  HISTORY     - 19980810 GOOD             JCLS
 ME2173  HISTORY     - 20010331 GOOD             NGS
 ME2173
 ME2173                          STATION DESCRIPTION
 ME2173
 ME2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2173'1.2 KM (0.75 MI) EAST FROM NEW BUFFALO.
 ME2173'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2173'RED ARROW HIGHWAY IN NEW BUFFALO, IN TOP OF AND 0.9 M (3.0 FT) WEST OF
 ME2173'THE EAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE INTERSTATE
 ME2173'HIGHWAY 94 OVERPASS OF THE HIGHWAY, 21.9 M (71.9 FT) SOUTHWEST OF THE
 ME2173'CENTERLINE OF THE EAST BOUND LANES OF THE U.S. HIGHWAY, AND 9.4 M
 ME2173'(30.8 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 ME2173'INTERSTATE HIGHWAY 94.
 ME2173'THE MARK IS 0.3 M ABOVE THE INTERSTATE HIGHWAY.
 ME2173
 ME2173                          STATION RECOVERY (1994)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 ME2173'NOTE--DIFFICULT TRIPOD SETUP.  8 FT.  (2.4 M) TRIPOD NEEDED FOR THIS
 ME2173'STATION.  ALLOW EXTRA TIME FOR SETUP.  STATION IS LOCATED IN QUAD
 ME2173'410864, ABOUT 2.5 MI (4.0 KM) NORTH OF THE INDIANA-MICHIGAN STATE
 ME2173'LINE, 1.5 MI (2.4 KM) EAST OF NEW BUFFALO IN THE SOUTHEAST 1/4 OF
 ME2173'SECTION 2, T 8 S, R 21 W, NEW BUFFALO TOWNSHIP.  OWNERSHIP--MICHIGAN
 ME2173'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE POST OFFICE IN NEW
 ME2173'BUFFALO, GO NORTHEASTERLY AND EASTERLY ON U.S.  HIGHWAY 12 FOR 2.35 MI
 ME2173'(3.78 KM) TO THE SOUTHERLY ABUTMENT OF INTERSTATE HIGHWAY 94 NORTHEAST
 ME2173'BOUND LANE.  STATION IS SET IN A DRILL HOLE IN THE TOP OF AND 3.0 FT
 ME2173'(0.9 M) WEST OF THE EAST END OF THE SOUTHERLY ABUTMENT OF INTERSTATE
 ME2173'HIGHWAY 94 NORTHEAST BOUND LANE OVERPASS OF U.S.  HIGHWAY 12 AND 2 FT
 ME2173'(0.6 M) BEHIND GUARDRAIL.
 ME2173
 ME2173                          STATION RECOVERY (1997)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME2173'RECOVERED AS DESCRIBED.
 ME2173
 ME2173                          STATION RECOVERY (1998)
 ME2173
 ME2173'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2173'RECOVERED IN GOOD CONDITION.
 ME2173
 ME2173                          STATION RECOVERY (1998)
 ME2173
 ME2173'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME2173'RECOVERED IN GOOD CONDITION.
 ME2173
 ME2173                          STATION RECOVERY (2001)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1055 ***********************************************************************
 NE1055  DESIGNATION -  E 331
 NE1055  PID         -  NE1055
 NE1055  STATE/COUNTY-  MI/WASHTENAW
 NE1055  COUNTRY     -  US
 NE1055  USGS QUAD   -  DEXTER (2017)
 NE1055
 NE1055                         *CURRENT SURVEY CONTROL
 NE1055  ______________________________________________________________________
 NE1055* NAD 83(1986) POSITION- 42 20 16.3    (N) 083 53 15.5    (W)   HD_HELD2
 NE1055* NAVD 88 ORTHO HEIGHT -   265.421 (meters)      870.80  (feet) ADJUSTED
 NE1055  ______________________________________________________________________
 NE1055  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 NE1055  DYNAMIC HEIGHT  -        265.343 (meters)      870.55  (feet) COMP
 NE1055  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 NE1055
 NE1055  VERT ORDER      -  FIRST     CLASS II
 NE1055
 NE1055.The horizontal coordinates were established by autonomous hand held GPS
 NE1055.observations and have an estimated accuracy of +/- 10 meters.
 NE1055
 NE1055.The orthometric height was determined by differential leveling and
 NE1055.adjusted by the NATIONAL GEODETIC SURVEY
 NE1055.in June 1991.
 NE1055
 NE1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1055.GEOID18 height accuracy estimate available here.
 NE1055
 NE1055.Click photographs - Photos may exist for this station.
 NE1055
 NE1055.The dynamic height is computed by dividing the NAVD 88
 NE1055.geopotential number by the normal gravity value computed on the
 NE1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1055.degrees latitude (g = 980.6199 gals.).
 NE1055
 NE1055.The modeled gravity was interpolated from observed gravity values.
 NE1055
 NE1055;                    North         East    Units  Estimated Accuracy
 NE1055;SPC MI S     -    93,180.    4,039,475.      MT  (+/- 10 meters HH2 GPS)
 NE1055
 NE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6211291328(NAD 83)
 NE1055
 NE1055                          SUPERSEDED SURVEY CONTROL
 NE1055
 NE1055  NGVD 29 (01/19/93)  265.547  (m)          871.22   (f) ADJUSTED    1 2
 NE1055
 NE1055.Superseded values are not recommended for survey control.
 NE1055
 NE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1055.See file dsdata.pdf to determine how the superseded data were derived.
 NE1055
 NE1055_MARKER: F = FLANGE-ENCASED ROD
 NE1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1055_STAMPING: E 331 1985
 NE1055_MARK LOGO: NGS
 NE1055_PROJECTION: RECESSED 2 CENTIMETERS
 NE1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1055+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2016
 NE1055_ROD/PIPE-DEPTH: 9.1 meters
 NE1055_SLEEVE-DEPTH  : 6.1 meters
 NE1055
 NE1055  HISTORY     - Date     Condition        Report By
 NE1055  HISTORY     - 1985     MONUMENTED       NGS
 NE1055  HISTORY     - 19981025 GOOD             USPSQD
 NE1055  HISTORY     - 20160218 GOOD             ADVGEO
 NE1055  HISTORY     - 20160526 MARK NOT FOUND   MIDT
 NE1055
 NE1055                          STATION DESCRIPTION
 NE1055
 NE1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1055'IN DEXTER.
 NE1055'IN DEXTER, AT THE INTERSECTION OF CENTRAL AND MAIN STREETS, NEAR THE
 NE1055'NORTHWEST END OF MONUMENT PARK, 19.3 M (63.3 FT) NORTHEAST OF THE
 NE1055'CENTERLINE OF MAIN STREET, 16.3 M (53.5 FT) SOUTHWEST OF THE
 NE1055'CENTERLINE OF CENTRAL STREET, 3.6 M (11.8 FT) NORTHWEST OF A CIVIL WAR
 NE1055'MONUMENT, AND 3.5 M (11.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 NE1055'CONCRETE PATIO.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NE1055'LOGO CAP.
 NE1055'THE MARK IS 0.3 M ABOVE MAIN STREET.
 NE1055
 NE1055                          STATION RECOVERY (1998)
 NE1055
 NE1055'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1055'RECOVERED IN GOOD CONDITION.
 NE1055
 NE1055                          STATION RECOVERY (2016)
 NE1055
 NE1055'RECOVERY NOTE BY ADVANCED GEOMATICS 2016 (RNK)
 NE1055'RECOVERED IN GOOD CONDITION.
 NE1055
 NE1055                          STATION RECOVERY (2016)
 NE1055
 NE1055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NE1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7984 ***********************************************************************
 AH7984  DESIGNATION -  E 332
 AH7984  PID         -  AH7984
 AH7984  STATE/COUNTY-  MI/JACKSON
 AH7984  COUNTRY     -  US
 AH7984  USGS QUAD   -  JACKSON NORTH (2017)
 AH7984
 AH7984                         *CURRENT SURVEY CONTROL
 AH7984  ______________________________________________________________________
 AH7984* NAD 83(1986) POSITION- 42 21 27.     (N) 084 25 05.     (W)   SCALED
 AH7984* NAVD 88 ORTHO HEIGHT -   293.601 (meters)      963.26  (feet) ADJUSTED
 AH7984  ______________________________________________________________________
 AH7984  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 AH7984  DYNAMIC HEIGHT  -        293.501 (meters)      962.93  (feet) COMP
 AH7984  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 AH7984
 AH7984  VERT ORDER      -  FIRST     CLASS II
 AH7984
 AH7984.The horizontal coordinates were scaled from a map and have
 AH7984.an estimated accuracy of +/- 6 seconds.
 AH7984
 AH7984.The orthometric height was determined by differential leveling and
 AH7984.adjusted by the NATIONAL GEODETIC SURVEY
 AH7984.in January 2002.
 AH7984
 AH7984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7984.GEOID18 height accuracy estimate available here.
 AH7984
 AH7984.Click photographs - Photos may exist for this station.
 AH7984
 AH7984.The dynamic height is computed by dividing the NAVD 88
 AH7984.geopotential number by the normal gravity value computed on the
 AH7984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7984.degrees latitude (g = 980.6199 gals.).
 AH7984
 AH7984.The modeled gravity was interpolated from observed gravity values.
 AH7984
 AH7984;                    North         East    Units  Estimated Accuracy
 AH7984;SPC MI S     -    95,250.    3,995,770.      MT  (+/- 180 meters Scaled)
 AH7984
 AH7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM126926(NAD 83)
 AH7984
 AH7984                          SUPERSEDED SURVEY CONTROL
 AH7984
 AH7984.No superseded survey control is available for this station.
 AH7984
 AH7984_MARKER: F = FLANGE-ENCASED ROD
 AH7984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7984_STAMPING: E 332 1992
 AH7984_MARK LOGO: NGS
 AH7984_PROJECTION: FLUSH
 AH7984_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7984+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2024
 AH7984_ROD/PIPE-DEPTH: 10.5 meters
 AH7984
 AH7984  HISTORY     - Date     Condition        Report By
 AH7984  HISTORY     - 1992     MONUMENTED       NGS
 AH7984  HISTORY     - 20000616 GOOD             NGS
 AH7984  HISTORY     - 20240715 GOOD             MIDT
 AH7984  HISTORY     - 20240715 GOOD             MIDT
 AH7984
 AH7984                          STATION DESCRIPTION
 AH7984
 AH7984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7984'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7984'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 9.6 KM (5.95 MI)
 AH7984'NORTHERLY ALONG LANCING AVENUE, 32.6 M (107.0 FT) SOUTH OF THE CENTER
 AH7984'OF A DRIVEWAY, 11.2 M (36.7 FT) EAST OF THE AVENUE CENTERLINE, 0.4 M
 AH7984'(1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AH7984'THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AH7984'CAP.
 AH7984
 AH7984                          STATION RECOVERY (2000)
 AH7984
 AH7984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7984'RECOVERED AS DESCRIBED.
 AH7984
 AH7984                          STATION RECOVERY (2024)
 AH7984
 AH7984'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 AH7984'RECOVERED IN GOOD CONDITION.
 AH7984
 AH7984                          STATION RECOVERY (2024)
 AH7984
 AH7984'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 AH7984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7946 ***********************************************************************
 AH7946  DESIGNATION -  E 333
 AH7946  PID         -  AH7946
 AH7946  STATE/COUNTY-  MI/IONIA
 AH7946  COUNTRY     -  US
 AH7946  USGS QUAD   -  PORTLAND SOUTH (2017)
 AH7946
 AH7946                         *CURRENT SURVEY CONTROL
 AH7946  ______________________________________________________________________
 AH7946* NAD 83(1986) POSITION- 42 51 34.     (N) 084 53 03.     (W)   SCALED
 AH7946* NAVD 88 ORTHO HEIGHT -   232.352 (meters)      762.31  (feet) ADJUSTED
 AH7946  ______________________________________________________________________
 AH7946  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 AH7946  DYNAMIC HEIGHT  -        232.287 (meters)      762.09  (feet) COMP
 AH7946  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 AH7946
 AH7946  VERT ORDER      -  FIRST     CLASS II
 AH7946
 AH7946.The horizontal coordinates were scaled from a map and have
 AH7946.an estimated accuracy of +/- 6 seconds.
 AH7946
 AH7946.The orthometric height was determined by differential leveling and
 AH7946.adjusted by the NATIONAL GEODETIC SURVEY
 AH7946.in January 2002.
 AH7946
 AH7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7946.GEOID18 height accuracy estimate available here.
 AH7946
 AH7946.Click photographs - Photos may exist for this station.
 AH7946
 AH7946.The dynamic height is computed by dividing the NAVD 88
 AH7946.geopotential number by the normal gravity value computed on the
 AH7946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7946.degrees latitude (g = 980.6199 gals.).
 AH7946
 AH7946.The modeled gravity was interpolated from observed gravity values.
 AH7946
 AH7946;                    North         East    Units  Estimated Accuracy
 AH7946;SPC MI S     -   151,130.    3,957,710.      MT  (+/- 180 meters Scaled)
 AH7946
 AH7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN728473(NAD 83)
 AH7946
 AH7946                          SUPERSEDED SURVEY CONTROL
 AH7946
 AH7946.No superseded survey control is available for this station.
 AH7946
 AH7946_MARKER: DV = VERTICAL CONTROL DISK
 AH7946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7946_SP_SET: PIER
 AH7946_STAMPING: E 333 1992
 AH7946_MARK LOGO: NGS
 AH7946_PROJECTION: FLUSH
 AH7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7946+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 AH7946
 AH7946  HISTORY     - Date     Condition        Report By
 AH7946  HISTORY     - 1992     MONUMENTED       NGS
 AH7946  HISTORY     - 19990408 GOOD             NGS
 AH7946  HISTORY     - 20111101 GOOD             GOUFRA
 AH7946
 AH7946                          STATION DESCRIPTION
 AH7946
 AH7946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7946'IN PORTLAND, AT THE INTERSECTION OF OF INTERSTATE HIGHWAY 96 AND GRAND
 AH7946'RIVER AVENUE (EXIT 77) , SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 AH7946'MOST SOUTHEASTERLY CONCRETE COLUMN OF THE 1ST PIER WEST OF THE EAST
 AH7946'ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE AVENUE, 10.8 M (35.4
 AH7946'FT) SOUTHEAST OF CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 6.3 M
 AH7946'(20.7 FT) NORTHEAST OF THE AVENUE CENTERLINE, AND 1.3 M (4.3 FT) ABOVE
 AH7946'THE GROUND SURFACE.
 AH7946
 AH7946                          STATION RECOVERY (1999)
 AH7946
 AH7946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7946'RECOVERED AS DESCRIBED.
 AH7946
 AH7946                          STATION RECOVERY (2011)
 AH7946
 AH7946'RECOVERY NOTE BY GOURDIE FRASER INC. 2011 (TAM)
 AH7946'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0478 ***********************************************************************
 NG0478  DESIGNATION -  E 334
 NG0478  PID         -  NG0478
 NG0478  STATE/COUNTY-  MI/VAN BUREN
 NG0478  COUNTRY     -  US
 NG0478  USGS QUAD   -  HARTFORD (2017)
 NG0478
 NG0478                         *CURRENT SURVEY CONTROL
 NG0478  ______________________________________________________________________
 NG0478* NAD 83(1986) POSITION- 42 12 25.     (N) 086 10 08.     (W)   SCALED
 NG0478* NAVD 88 ORTHO HEIGHT -   201.792 (meters)      662.05  (feet) ADJUSTED
 NG0478  ______________________________________________________________________
 NG0478  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 NG0478  DYNAMIC HEIGHT  -        201.729 (meters)      661.84  (feet) COMP
 NG0478  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 NG0478
 NG0478  VERT ORDER      -  FIRST     CLASS II
 NG0478
 NG0478.The horizontal coordinates were scaled from a map and have
 NG0478.an estimated accuracy of +/- 6 seconds.
 NG0478
 NG0478.The orthometric height was determined by differential leveling and
 NG0478.adjusted by the NATIONAL GEODETIC SURVEY
 NG0478.in June 1991.
 NG0478
 NG0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0478.GEOID18 height accuracy estimate available here.
 NG0478
 NG0478.Click photographs - Photos may exist for this station.
 NG0478
 NG0478.The dynamic height is computed by dividing the NAVD 88
 NG0478.geopotential number by the normal gravity value computed on the
 NG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0478.degrees latitude (g = 980.6199 gals.).
 NG0478
 NG0478.The modeled gravity was interpolated from observed gravity values.
 NG0478
 NG0478;                    North         East    Units  Estimated Accuracy
 NG0478;SPC MI S     -    80,120.    3,851,180.      MT  (+/- 180 meters Scaled)
 NG0478
 NG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM686730(NAD 83)
 NG0478
 NG0478                          SUPERSEDED SURVEY CONTROL
 NG0478
 NG0478  NGVD 29 (01/19/93)  201.944  (m)          662.54   (f) ADJUSTED    1 2
 NG0478
 NG0478.Superseded values are not recommended for survey control.
 NG0478
 NG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0478.See file dsdata.pdf to determine how the superseded data were derived.
 NG0478
 NG0478_MARKER: F = FLANGE-ENCASED ROD
 NG0478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0478_STAMPING: E 334 1985
 NG0478_MARK LOGO: NGS
 NG0478_PROJECTION: RECESSED 5 CENTIMETERS
 NG0478_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0478+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 NG0478_ROD/PIPE-DEPTH: 18.3 meters
 NG0478_SLEEVE-DEPTH  : 6.1 meters
 NG0478
 NG0478  HISTORY     - Date     Condition        Report By
 NG0478  HISTORY     - 1985     MONUMENTED       NGS
 NG0478  HISTORY     - 20080610 GOOD             COLEM
 NG0478
 NG0478                          STATION DESCRIPTION
 NG0478
 NG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0478'IN HARTFORD.
 NG0478'IN HARTFORD, AT THE INTERSECTION OF MAIN AND MAPLE STREETS, 17.2 M
 NG0478'(56.4 FT) EAST OF THE NORTHEAST CORNER OF A MEMORIAL IN ELY PARK, 15.2
 NG0478'M (49.9 FT) NORTH OF THE CENTERLINE OF MAIN STREET, 13.5 M (44.3 FT)
 NG0478'WEST OF THE CENTER OF MAPLE STREET, 7.3 M (24.0 FT) NORTHWEST OF A
 NG0478'UTILITY POLE WITH A STREET LIGHT, AND 5.1 M (16.7 FT) SOUTHWEST OF A
 NG0478'GUY WIRE BRACE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0478'5-INCH LOGO CAP.
 NG0478'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 NG0478
 NG0478                          STATION RECOVERY (2008)
 NG0478
 NG0478'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NG0478'RECOVERED AS DESCRIBED.
 NG0478'
 NG0478'NOTE-- THE MARK IS COVERED WITH GRASS AND APPROXIMATELY 5 CM (2
 NG0478'INCHES) BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1206 ***********************************************************************
 NF1206  DESIGNATION -  E 335
 NF1206  PID         -  NF1206
 NF1206  STATE/COUNTY-  MI/KALAMAZOO
 NF1206  COUNTRY     -  US
 NF1206  USGS QUAD   -  GALESBURG (2017)
 NF1206
 NF1206                         *CURRENT SURVEY CONTROL
 NF1206  ______________________________________________________________________
 NF1206* NAD 83(1986) POSITION- 42 18 22.     (N) 085 23 27.     (W)   SCALED
 NF1206* NAVD 88 ORTHO HEIGHT -   245.871 (meters)      806.66  (feet) ADJUSTED
 NF1206  ______________________________________________________________________
 NF1206  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 NF1206  DYNAMIC HEIGHT  -        245.795 (meters)      806.41  (feet) COMP
 NF1206  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 NF1206
 NF1206  VERT ORDER      -  FIRST     CLASS II
 NF1206
 NF1206.The horizontal coordinates were scaled from a map and have
 NF1206.an estimated accuracy of +/- 6 seconds.
 NF1206
 NF1206.The orthometric height was determined by differential leveling and
 NF1206.adjusted by the NATIONAL GEODETIC SURVEY
 NF1206.in June 1991.
 NF1206
 NF1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1206.GEOID18 height accuracy estimate available here.
 NF1206
 NF1206.Click photographs - Photos may exist for this station.
 NF1206
 NF1206.The dynamic height is computed by dividing the NAVD 88
 NF1206.geopotential number by the normal gravity value computed on the
 NF1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1206.degrees latitude (g = 980.6199 gals.).
 NF1206
 NF1206.The modeled gravity was interpolated from observed gravity values.
 NF1206
 NF1206;                    North         East    Units  Estimated Accuracy
 NF1206;SPC MI S     -    90,060.    3,915,560.      MT  (+/- 180 meters Scaled)
 NF1206
 NF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM326850(NAD 83)
 NF1206
 NF1206                          SUPERSEDED SURVEY CONTROL
 NF1206
 NF1206  NGVD 29 (01/19/93)  246.003  (m)          807.09   (f) ADJUSTED    1 2
 NF1206
 NF1206.Superseded values are not recommended for survey control.
 NF1206
 NF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1206.See file dsdata.pdf to determine how the superseded data were derived.
 NF1206
 NF1206_MARKER: F = FLANGE-ENCASED ROD
 NF1206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1206_STAMPING: E 335 1985
 NF1206_MARK LOGO: NGS
 NF1206_PROJECTION: FLUSH
 NF1206_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1206+STABILITY: POSITION/ELEVATION WELL
 NF1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1206+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2025
 NF1206_ROD/PIPE-DEPTH: 18.3 meters
 NF1206_SLEEVE-DEPTH  : 6.4 meters
 NF1206
 NF1206  HISTORY     - Date     Condition        Report By
 NF1206  HISTORY     - 1985     MONUMENTED       NGS
 NF1206  HISTORY     - 20030419 GOOD             USPSQD
 NF1206  HISTORY     - 20250327 GOOD             WSRR
 NF1206
 NF1206                          STATION DESCRIPTION
 NF1206
 NF1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1206'17.5 KM (10.9 MI) EAST FROM KALAMAZOO.
 NF1206'17.5 KM (10.9 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE FEDERAL
 NF1206'BUILDING IN KALAMAZOO, OR 0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE
 NF1206'FROM THE CITY HALL IN BATTLE CREEK, THENCE 15.2 KM (9.45 MI) WESTERLY
 NF1206'ALONG DICKMAN ROAD, THENCE 5.2 KM (3.25 MI) WESTERLY ALONG MICHIGAN
 NF1206'AVENUE, 31.4 M (103.0 FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE,
 NF1206'AND 22.0 M (72.2 FT) EAST OF THE CENTER OF 18TH STREET.  NOTE--ACCESS
 NF1206'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1206'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST AND FENCE
 NF1206'THE MARK IS 1.0 M ABOVE THE AVENUE.
 NF1206
 NF1206                          STATION RECOVERY (2003)
 NF1206
 NF1206'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1206'EAST OF THE CENTER OF 38TH STREET.
 NF1206
 NF1206                          STATION RECOVERY (2025)
 NF1206
 NF1206'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2025 (MFM)
 NF1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1193 ***********************************************************************
 NF1193  DESIGNATION -  E 336
 NF1193  PID         -  NF1193
 NF1193  STATE/COUNTY-  MI/CALHOUN
 NF1193  COUNTRY     -  US
 NF1193  USGS QUAD   -  BATTLE CREEK (2017)
 NF1193
 NF1193                         *CURRENT SURVEY CONTROL
 NF1193  ______________________________________________________________________
 NF1193* NAD 83(2011) POSITION- 42 18 42.00974(N) 085 09 20.25256(W)   ADJUSTED
 NF1193* NAD 83(2011) ELLIP HT-   234.442 (meters)        (06/27/12)   ADJUSTED
 NF1193* NAD 83(2011) EPOCH   -  2010.00
 NF1193* NAVD 88 ORTHO HEIGHT -   267.904 (meters)      878.95  (feet) ADJUSTED
 NF1193  ______________________________________________________________________
 NF1193  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 NF1193  NAD 83(2011) X  -    398,934.559 (meters)                     COMP
 NF1193  NAD 83(2011) Y  - -4,707,062.720 (meters)                     COMP
 NF1193  NAD 83(2011) Z  -  4,271,425.516 (meters)                     COMP
 NF1193  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 NF1193  DYNAMIC HEIGHT  -        267.819 (meters)      878.67  (feet) COMP
 NF1193  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 NF1193
 NF1193  VERT ORDER      -  FIRST     CLASS II
 NF1193
 NF1193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1193  Standards:
 NF1193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1193  -------------------------------------------------------------------
 NF1193  NETWORK    0.91   1.76           0.40   0.34   0.90      0.10168790
 NF1193  -------------------------------------------------------------------
 NF1193  Click here for local accuracies and other accuracy information.
 NF1193
 NF1193.The horizontal coordinates were established by GPS observations
 NF1193.and adjusted by the National Geodetic Survey in June 2012.
 NF1193
 NF1193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1193.been affixed to the stable North American tectonic plate. See 
 NF1193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1193
 NF1193.The horizontal coordinates are valid at the epoch date displayed above
 NF1193.which is a decimal equivalence of Year/Month/Day.
 NF1193
 NF1193.The orthometric height was determined by differential leveling and
 NF1193.adjusted by the NATIONAL GEODETIC SURVEY
 NF1193.in June 1991.
 NF1193
 NF1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1193.GEOID18 height accuracy estimate available here.
 NF1193
 NF1193.Click photographs - Photos may exist for this station.
 NF1193
 NF1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1193
 NF1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1193
 NF1193.The ellipsoidal height was determined by GPS observations
 NF1193.and is referenced to NAD 83.
 NF1193
 NF1193.The dynamic height is computed by dividing the NAVD 88
 NF1193.geopotential number by the normal gravity value computed on the
 NF1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1193.degrees latitude (g = 980.6199 gals.).
 NF1193
 NF1193.The modeled gravity was interpolated from observed gravity values.
 NF1193
 NF1193. The following values were computed from the NAD 83(2011) position.
 NF1193
 NF1193;                    North         East     Units Scale Factor Converg.
 NF1193;SPC MI S     -    90,463.445 3,934,957.855   MT  0.99995661   -0 32 12.9
 NF1193;SPC MI S     -   296,796.08 12,909,966.72   iFT  0.99995661   -0 32 12.9
 NF1193;UTM  16      - 4,686,028.652   652,001.570   MT  0.99988428   +1 14 30.5
 NF1193
 NF1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1193!SPC MI S     -   0.99996323  x   0.99995661  =   0.99991984
 NF1193!UTM  16      -   0.99996323  x   0.99988428  =   0.99984752
 NF1193
 NF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5200186028(NAD 83)
 NF1193
 NF1193                          SUPERSEDED SURVEY CONTROL
 NF1193
 NF1193  NAD 83(2007)-  42 18 42.00988(N)    085 09 20.25341(W) AD(2002.00) 0
 NF1193  ELLIP H (02/10/07)  234.453  (m)                       GP(2002.00)    
 NF1193  ELLIP H (07/17/02)  234.468  (m)                       GP(       ) 4 1
 NF1193  NAD 83(1994)-  42 18 42.00990(N)    085 09 20.25385(W) AD(       ) 1
 NF1193  ELLIP H (02/03/97)  234.474  (m)                       GP(       ) 4 1
 NF1193  NAD 83(1986)-  42 18 42.00991(N)    085 09 20.26794(W) AD(       ) 1
 NF1193  NAVD 88             267.90   (m)          878.9    (f) LEVELING    3  
 NF1193  NGVD 29             268.04   (m)          879.4    (f) LEVELING    3  
 NF1193  NGVD 29 (01/19/93)  268.038  (m)          879.39   (f) ADJUSTED    1 2
 NF1193
 NF1193.Superseded values are not recommended for survey control.
 NF1193
 NF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1193.See file dsdata.pdf to determine how the superseded data were derived.
 NF1193
 NF1193_MARKER: I = METAL ROD
 NF1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1193_STAMPING: E 336 1985
 NF1193_MARK LOGO: NGS
 NF1193_PROJECTION: RECESSED 2 CENTIMETERS
 NF1193_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1193+STABILITY: POSITION/ELEVATION WELL
 NF1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1193+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 NF1193_ROD/PIPE-DEPTH: 11.3 meters
 NF1193
 NF1193  HISTORY     - Date     Condition        Report By
 NF1193  HISTORY     - 1985     MONUMENTED       NGS
 NF1193  HISTORY     - 19920716 GOOD             HOLDEN
 NF1193  HISTORY     - 19921026 GOOD             MIDT
 NF1193  HISTORY     - 20010412 GOOD             ASMINC
 NF1193  HISTORY     - 20011128 POOR             NGS
 NF1193  HISTORY     - 20150309 POOR             ADVGEO
 NF1193  HISTORY     - 20160522 MARK NOT FOUND   MIDT
 NF1193
 NF1193                          STATION DESCRIPTION
 NF1193
 NF1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1193'IN BATTLE CREEK.
 NF1193'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1193'IN BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE AND JAMES
 NF1193'STREET, 11.0 M (36.1 FT) EAST OF THE CENTER OF THE STREET, 8.2 M (26.9
 NF1193'FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 2.4 M (7.9 FT) NORTH OF A
 NF1193'FENCE CORNER, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS
 NF1193'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (1992)
 NF1193
 NF1193'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1193'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1193'BEADLE LAKE ROAD, 3 MILES NORTH NORTHEAST OF THE I-94 INTERCHANGE
 NF1193'WITH M-66, IN THE CITY OF BATTLE CREEK, ONE QUARTER MILE WEST OF THE
 NF1193'EAST CITY LIMITS ON MICHIGAN AVENUE.  IT CAN BE PLOTTED ON THE USGS
 NF1193'QUADRANGLE MAP BATTLE CREEK IN SECTION 8, T2S,R7W, EMMETT TOWNSHIP,
 NF1193'IN QUAD 42085213.
 NF1193'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTHERLY ON M-66 FOR
 NF1193'3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE, TURN RIGHT AND GO EASTERLY
 NF1193'ON MICHIGAN AVENUE FOR 1.3 MI (2.1 KM) TO JAMES STREET AND THE
 NF1193'STATION IN THE SOUTHEAST QUADRANT.
 NF1193'STATION IS 0.8 M (2.6 FT) EAST OF A VERY LARGE UTILITY POLE, 2.4 M
 NF1193'(7.9 FT) NORTH OF A FENCE CORNER, 8.2 M (26.9 FT) SOUTH OF THE CENTER
 NF1193'OF MICHIGAN AVENUE AND 11.0 M (36.1 FT) EAST OF THE CENTER OF JAMES
 NF1193'STREET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (1992)
 NF1193
 NF1193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1193'STATION IS LOCATED IN QUAD 420852 ON THE BATTLE CREEK QUADRANGLE MAP.
 NF1193'IT IS LOCATED IN THE SOUTHWEST 1/4 SECTION 8, T-2-S, R-7-W, IN THE
 NF1193'CITY OF BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE (BUSINESS
 NF1193'ROUTE I-94) WITH JAMES STREET. IT IS LOCATED ABOUT 2 MI (3.2 KM) NORTH
 NF1193'OF THE INTERSTATE HIGHWAY 94 INTERCHANGE WITH BEADLE LAKE ROAD, ABOUT
 NF1193'3 MI (4.8 KM) NORTH-NORTHEAST OF INTERSTATE HIGHWAY 94 JUNCTION WITH
 NF1193'INTERSTATE HIGHWAY 194 AND STATE HIGHWAY M-66, AND 0.25 MI (0.40 KM)
 NF1193'WEST OF THE EAST CITY LIMITS OF BATTLE CREEK, ALONG MICHIGAN AVENUE
 NF1193'(BUSINESS ROUTE I-94). TO REACH THE STATION FROM THE INTERCHANGE OF
 NF1193'INTERSTATE HIGHWAYS 94 (EXIT 98) AND I-194 AND M-66, GO NORTHERLY
 NF1193'ALONG I-194 AND M-66 FOR 3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE (I-94
 NF1193'BUSINESS ROUTE). TURN RIGHT AND GO EASTERLY ON MICHIGAN AVENUE (I-94
 NF1193'BUSINESS ROUTE) FOR 1.3 MI (2.1 KM) TO JAMES STREET AND THE STATION ON
 NF1193'THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NF1193'STATION IS 2.6 FT (0.8 M) EAST FROM A UTILITY POLE, 7.9 FT (2.4 M)
 NF1193'NORTH FROM FENCE CORNER, 26.9 FT (8.2 M) SOUTH FROM THE CENTER OF
 NF1193'MICHIGAN AVENUE AND 36.1 FT (11.0 M) EAST FROM THE CENTER OF JAMES
 NF1193'STREET. ACCESS TO THE DATUM POINT IS THROUGH 5-INGH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (2001)
 NF1193
 NF1193'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF1193'RECOVERED IN GOOD CONDITION.
 NF1193
 NF1193                          STATION RECOVERY (2001)
 NF1193
 NF1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1193'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1193
 NF1193                          STATION RECOVERY (2015)
 NF1193
 NF1193'RECOVERY NOTE BY ADVANCED GEOMATICS 2015 (IJK)
 NF1193'LID IS BROKEN SLEEVE IS FULL OF DIRT ROD NOT FOUND
 NF1193
 NF1193                          STATION RECOVERY (2016)
 NF1193
 NF1193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF1193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1022 ***********************************************************************
 NE1022  DESIGNATION -  E 337
 NE1022  PID         -  NE1022
 NE1022  STATE/COUNTY-  MI/WAYNE
 NE1022  COUNTRY     -  US
 NE1022  USGS QUAD   -  BELLEVILLE (2017)
 NE1022
 NE1022                         *CURRENT SURVEY CONTROL
 NE1022  ______________________________________________________________________
 NE1022* NAD 83(1986) POSITION- 42 13 12.     (N) 083 26 24.     (W)   SCALED
 NE1022* NAVD 88 ORTHO HEIGHT -   204.176 (meters)      669.87  (feet) ADJUSTED
 NE1022  ______________________________________________________________________
 NE1022  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 NE1022  DYNAMIC HEIGHT  -        204.112 (meters)      669.66  (feet) COMP
 NE1022  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 NE1022
 NE1022  VERT ORDER      -  FIRST     CLASS II
 NE1022
 NE1022.The horizontal coordinates were scaled from a map and have
 NE1022.an estimated accuracy of +/- 6 seconds.
 NE1022
 NE1022.The orthometric height was determined by differential leveling and
 NE1022.adjusted by the NATIONAL GEODETIC SURVEY
 NE1022.in June 1991.
 NE1022
 NE1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1022.GEOID18 height accuracy estimate available here.
 NE1022
 NE1022.Click photographs - Photos may exist for this station.
 NE1022
 NE1022.The dynamic height is computed by dividing the NAVD 88
 NE1022.geopotential number by the normal gravity value computed on the
 NE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1022.degrees latitude (g = 980.6199 gals.).
 NE1022
 NE1022.The modeled gravity was interpolated from observed gravity values.
 NE1022
 NE1022;                    North         East    Units  Estimated Accuracy
 NE1022;SPC MI S     -    80,400.    4,076,510.      MT  (+/- 180 meters Scaled)
 NE1022
 NE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG986770(NAD 83)
 NE1022
 NE1022                          SUPERSEDED SURVEY CONTROL
 NE1022
 NE1022  NGVD 29 (01/19/93)  204.311  (m)          670.31   (f) ADJUSTED    1 2
 NE1022
 NE1022.Superseded values are not recommended for survey control.
 NE1022
 NE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1022.See file dsdata.pdf to determine how the superseded data were derived.
 NE1022
 NE1022_MARKER: DV = VERTICAL CONTROL DISK
 NE1022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1022_SP_SET: PIER
 NE1022_STAMPING: E 337 1985
 NE1022_MARK LOGO: NGS
 NE1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1022+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2008
 NE1022
 NE1022  HISTORY     - Date     Condition        Report By
 NE1022  HISTORY     - 1985     MONUMENTED       NGS
 NE1022  HISTORY     - 20010104 GOOD             LOCSUR
 NE1022  HISTORY     - 20051019 GOOD             ROWEIN
 NE1022  HISTORY     - 20080911 GOOD             SPICE
 NE1022
 NE1022                          STATION DESCRIPTION
 NE1022
 NE1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1022'19.0 KM (11.8 MI) WEST FROM ALLEN PARK.
 NE1022'19.0 KM (11.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1022'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, SET VERTICALLY IN THE
 NE1022'EAST FACE OF THE MOST EASTERLY 1 OF 8 COLUMNS OF THE CENTER PIER OF
 NE1022'THE HAGGERTY ROAD OVERPASS OF THE HIGHWAY (EXIT 192), 16.8 M (55.1 FT)
 NE1022'SOUTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND 16.1 M
 NE1022'(52.8 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1022'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1022
 NE1022                          STATION RECOVERY (2001)
 NE1022
 NE1022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SFS)
 NE1022'RECOVERED IN GOOD CONDITION.
 NE1022
 NE1022                          STATION RECOVERY (2005)
 NE1022
 NE1022'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 NE1022'RECOVERED IN GOOD CONDITION.
 NE1022
 NE1022                          STATION RECOVERY (2008)
 NE1022
 NE1022'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2008
 NE1022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1002 ***********************************************************************
 NE1002  DESIGNATION -  E 338
 NE1002  PID         -  NE1002
 NE1002  STATE/COUNTY-  MI/WAYNE
 NE1002  COUNTRY     -  US
 NE1002  USGS QUAD   -  DETROIT (2017)
 NE1002
 NE1002                         *CURRENT SURVEY CONTROL
 NE1002  ______________________________________________________________________
 NE1002* NAD 83(1986) POSITION- 42 18 12.     (N) 083 06 50.     (W)   SCALED
 NE1002* NAVD 88 ORTHO HEIGHT -   178.459 (meters)      585.49  (feet) ADJUSTED
 NE1002  ______________________________________________________________________
 NE1002  GEOID HEIGHT    -        -34.532 (meters)                     GEOID18
 NE1002  DYNAMIC HEIGHT  -        178.406 (meters)      585.32  (feet) COMP
 NE1002  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 NE1002
 NE1002  VERT ORDER      -  FIRST     CLASS II
 NE1002
 NE1002.The horizontal coordinates were scaled from a map and have
 NE1002.an estimated accuracy of +/- 6 seconds.
 NE1002
 NE1002.The orthometric height was determined by differential leveling and
 NE1002.adjusted by the NATIONAL GEODETIC SURVEY
 NE1002.in June 1991.
 NE1002
 NE1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1002.GEOID18 height accuracy estimate available here.
 NE1002
 NE1002.Click photographs - Photos may exist for this station.
 NE1002
 NE1002.The dynamic height is computed by dividing the NAVD 88
 NE1002.geopotential number by the normal gravity value computed on the
 NE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1002.degrees latitude (g = 980.6199 gals.).
 NE1002
 NE1002.The modeled gravity was interpolated from observed gravity values.
 NE1002
 NE1002;                    North         East    Units  Estimated Accuracy
 NE1002;SPC MI S     -    90,000.    4,103,290.      MT  (+/- 180 meters Scaled)
 NE1002
 NE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG257856(NAD 83)
 NE1002
 NE1002                          SUPERSEDED SURVEY CONTROL
 NE1002
 NE1002  NGVD 29 (01/19/93)  178.628  (m)          586.05   (f) ADJUSTED    1 2
 NE1002
 NE1002.Superseded values are not recommended for survey control.
 NE1002
 NE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1002.See file dsdata.pdf to determine how the superseded data were derived.
 NE1002
 NE1002_MARKER: DV = VERTICAL CONTROL DISK
 NE1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1002_SP_SET: PIER
 NE1002_STAMPING: E 338 1985
 NE1002_MARK LOGO: NGS
 NE1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1002+STABILITY: POSITION/ELEVATION WELL
 NE1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1002+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 NE1002
 NE1002  HISTORY     - Date     Condition        Report By
 NE1002  HISTORY     - 1985     MONUMENTED       NGS
 NE1002  HISTORY     - 20020511 GOOD             OHM
 NE1002  HISTORY     - 20150729 GOOD             INDIV
 NE1002
 NE1002                          STATION DESCRIPTION
 NE1002
 NE1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1002'IN DETROIT.
 NE1002'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND GREEN AVENUE,
 NE1002'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 6
 NE1002'COLUMNS OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE
 NE1002'GREEN AVENUE OVERPASS OF THE HIGHWAY, 12.8 M (42.0 FT) SOUTHEAST OF
 NE1002'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 9.7 M
 NE1002'(31.8 FT) NORTHEAST OF THE CENTER OF THE AVENUE.
 NE1002'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1002
 NE1002                          STATION RECOVERY (2002)
 NE1002
 NE1002'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1002'RECOVERED AS DESCRIBED
 NE1002
 NE1002                          STATION RECOVERY (2015)
 NE1002
 NE1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1002'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0726 ***********************************************************************
 RJ0726  DESIGNATION -  E 339
 RJ0726  PID         -  RJ0726
 RJ0726  STATE/COUNTY-  MI/CHIPPEWA
 RJ0726  COUNTRY     -  US
 RJ0726  USGS QUAD   -  MUNUSCONG (2017)
 RJ0726
 RJ0726                         *CURRENT SURVEY CONTROL
 RJ0726  ______________________________________________________________________
 RJ0726* NAD 83(1986) POSITION- 46 09 32.     (N) 084 09 03.     (W)   SCALED
 RJ0726* NAVD 88 ORTHO HEIGHT -   184.783 (meters)      606.24  (feet) ADJUSTED
 RJ0726  ______________________________________________________________________
 RJ0726  GEOID HEIGHT    -        -36.481 (meters)                     GEOID18
 RJ0726  DYNAMIC HEIGHT  -        184.790 (meters)      606.27  (feet) COMP
 RJ0726  MODELED GRAVITY -    980,649.4   (mgal)                       NAVD 88
 RJ0726
 RJ0726  VERT ORDER      -  SECOND    CLASS I
 RJ0726
 RJ0726.The horizontal coordinates were scaled from a map and have
 RJ0726.an estimated accuracy of +/- 6 seconds.
 RJ0726
 RJ0726.The orthometric height was determined by differential leveling and
 RJ0726.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0726.in June 1991.
 RJ0726
 RJ0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0726.GEOID18 height accuracy estimate available here.
 RJ0726
 RJ0726.Click photographs - Photos may exist for this station.
 RJ0726
 RJ0726.The dynamic height is computed by dividing the NAVD 88
 RJ0726.geopotential number by the normal gravity value computed on the
 RJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0726.degrees latitude (g = 980.6199 gals.).
 RJ0726
 RJ0726.The modeled gravity was interpolated from observed gravity values.
 RJ0726
 RJ0726;                    North         East    Units  Estimated Accuracy
 RJ0726;SPC MI N     -   156,840.    8,220,010.      MT  (+/- 180 meters Scaled)
 RJ0726
 RJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS199156(NAD 83)
 RJ0726
 RJ0726                          SUPERSEDED SURVEY CONTROL
 RJ0726
 RJ0726.No superseded survey control is available for this station.
 RJ0726
 RJ0726_MARKER: DB = BENCH MARK DISK
 RJ0726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0726+WITH SETTING: INFORMATION.
 RJ0726_STAMPING: E 339 1986
 RJ0726_MARK LOGO: NOS
 RJ0726_PROJECTION: FLUSH
 RJ0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0726_ROD/PIPE-DEPTH: 2.7 meters
 RJ0726
 RJ0726  HISTORY     - Date     Condition        Report By
 RJ0726  HISTORY     - 1986     MONUMENTED       NOS
 RJ0726
 RJ0726                          STATION DESCRIPTION
 RJ0726
 RJ0726'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0726'15.9 KM (9.9 MI) EAST FROM PICKFORD.
 RJ0726'15.9 KM (9.9 MI) EAST ALONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0726'PICKFORD, 31.6 M (103.7 FT) SOUTHEAST OF A UTILITY POLE, AND 6.5 M
 RJ0726'(21.3 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0241 ***********************************************************************
 OJ0241  DESIGNATION -  E 34
 OJ0241  PID         -  OJ0241
 OJ0241  STATE/COUNTY-  MI/HURON
 OJ0241  COUNTRY     -  US
 OJ0241  USGS QUAD   -  SEBEWAING (2017)
 OJ0241
 OJ0241                         *CURRENT SURVEY CONTROL
 OJ0241  ______________________________________________________________________
 OJ0241* NAD 83(1986) POSITION- 43 44 06.     (N) 083 27 25.     (W)   SCALED
 OJ0241* NAVD 88 ORTHO HEIGHT -   178.426 (meters)      585.39  (feet) ADJUSTED
 OJ0241  ______________________________________________________________________
 OJ0241  GEOID HEIGHT    -        -34.633 (meters)                     GEOID18
 OJ0241  DYNAMIC HEIGHT  -        178.396 (meters)      585.29  (feet) COMP
 OJ0241  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 OJ0241
 OJ0241  VERT ORDER      -  FIRST     CLASS II
 OJ0241
 OJ0241.The horizontal coordinates were scaled from a map and have
 OJ0241.an estimated accuracy of +/- 6 seconds.
 OJ0241
 OJ0241.The orthometric height was determined by differential leveling and
 OJ0241.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0241.in June 1991.
 OJ0241
 OJ0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0241.GEOID18 height accuracy estimate available here.
 OJ0241
 OJ0241.Click photographs - Photos may exist for this station.
 OJ0241
 OJ0241.The dynamic height is computed by dividing the NAVD 88
 OJ0241.geopotential number by the normal gravity value computed on the
 OJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0241.degrees latitude (g = 980.6199 gals.).
 OJ0241
 OJ0241.The modeled gravity was interpolated from observed gravity values.
 OJ0241
 OJ0241;                    North         East    Units  Estimated Accuracy
 OJ0241;SPC MI S     -   248,670.    4,073,290.      MT  (+/- 180 meters Scaled)
 OJ0241
 OJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ021453(NAD 83)
 OJ0241
 OJ0241                          SUPERSEDED SURVEY CONTROL
 OJ0241
 OJ0241  NGVD 29 (??/??/92)  178.573  (m)          585.87   (f) ADJ UNCH    1 2
 OJ0241
 OJ0241.Superseded values are not recommended for survey control.
 OJ0241
 OJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0241.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0241
 OJ0241_MARKER: DB = BENCH MARK DISK
 OJ0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0241_SP_SET: TOWER FOOTING
 OJ0241_STAMPING: E 34 1934
 OJ0241_MARK LOGO: CGS
 OJ0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0241
 OJ0241  HISTORY     - Date     Condition        Report By
 OJ0241  HISTORY     - 1934     MONUMENTED       CGS
 OJ0241  HISTORY     - 1954     GOOD             CGS
 OJ0241  HISTORY     - 1963     MARK NOT FOUND   USGS
 OJ0241  HISTORY     - 1976     SEE DESCRIPTION  NOS
 OJ0241  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0241  HISTORY     - 19980530 GOOD             USPSQD
 OJ0241
 OJ0241                          STATION DESCRIPTION
 OJ0241
 OJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 OJ0241'AT SEBEWAING.
 OJ0241'AT SEBEWAING, HURON COUNTY, 60 YARDS SOUTH OF THE SOUTHWEST
 OJ0241'CORNER OF THE PERE MARQUETTE RAILWAY STATION, AT A WATER TOWER,
 OJ0241'IN THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING, 12
 OJ0241'FEET FROM THE WEST RAIL AND 1 FOOT HIGHER THAN THE RAIL.  A
 OJ0241'STANDARD DISK, STAMPED E 34 1934.  NOTE-- THE PERE MARQUETTE
 OJ0241'RAILWAY IS NOW THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0241
 OJ0241                          STATION RECOVERY (1963)
 OJ0241
 OJ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ0241'MARK NOT FOUND.
 OJ0241
 OJ0241                          STATION RECOVERY (1976)
 OJ0241
 OJ0241'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0241'ON THE NORTH SIDE OF THE SEBEWAING RIVER, 180 FEET SOUTH OF THE
 OJ0241'SOUTHWEST CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, IN THE
 OJ0241'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING OF A FORMER WATER
 OJ0241'TOWER, 12 FEET WEST OF THE WEST RAIL. MARK INACCESSIBLE IN 1976.
 OJ0241
 OJ0241                          STATION RECOVERY (1992)
 OJ0241
 OJ0241'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0241'MARK NOT FOUND.
 OJ0241
 OJ0241                          STATION RECOVERY (1998)
 OJ0241
 OJ0241'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5048 ***********************************************************************
 AA5048  DESIGNATION -  E 340
 AA5048  PID         -  AA5048
 AA5048  STATE/COUNTY-  MI/MASON
 AA5048  COUNTRY     -  US
 AA5048  USGS QUAD   -  TALLMAN (2017)
 AA5048
 AA5048                         *CURRENT SURVEY CONTROL
 AA5048  ______________________________________________________________________
 AA5048* NAD 83(1986) POSITION- 43 56 44.     (N) 086 05 37.     (W)   SCALED
 AA5048* NAVD 88 ORTHO HEIGHT -   216.886 (meters)      711.57  (feet) ADJUSTED
 AA5048  ______________________________________________________________________
 AA5048  GEOID HEIGHT    -        -34.511 (meters)                     GEOID18
 AA5048  DYNAMIC HEIGHT  -        216.850 (meters)      711.45  (feet) COMP
 AA5048  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 AA5048
 AA5048  VERT ORDER      -  FIRST     CLASS II
 AA5048
 AA5048.The horizontal coordinates were scaled from a map and have
 AA5048.an estimated accuracy of +/- 6 seconds.
 AA5048
 AA5048.The orthometric height was determined by differential leveling and
 AA5048.adjusted by the NATIONAL GEODETIC SURVEY
 AA5048.in January 2002.
 AA5048
 AA5048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5048.GEOID18 height accuracy estimate available here.
 AA5048
 AA5048.Click photographs - Photos may exist for this station.
 AA5048
 AA5048.The dynamic height is computed by dividing the NAVD 88
 AA5048.geopotential number by the normal gravity value computed on the
 AA5048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5048.degrees latitude (g = 980.6199 gals.).
 AA5048
 AA5048.The modeled gravity was interpolated from observed gravity values.
 AA5048
 AA5048;                    North         East    Units  Estimated Accuracy
 AA5048;SPC MI C     -    71,360.    5,861,360.      MT  (+/- 180 meters Scaled)
 AA5048
 AA5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP727662(NAD 83)
 AA5048
 AA5048                          SUPERSEDED SURVEY CONTROL
 AA5048
 AA5048.No superseded survey control is available for this station.
 AA5048
 AA5048_MARKER: I = METAL ROD
 AA5048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5048_STAMPING: E 340 1992
 AA5048_MARK LOGO: NGS
 AA5048_PROJECTION: FLUSH
 AA5048_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5048+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5048_ROD/PIPE-DEPTH: 25.3 meters
 AA5048
 AA5048  HISTORY     - Date     Condition        Report By
 AA5048  HISTORY     - 1992     MONUMENTED       NGS
 AA5048  HISTORY     - 20031010 GOOD             USPSQD
 AA5048
 AA5048                          STATION DESCRIPTION
 AA5048
 AA5048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5048'10.5 KM (6.50 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5048'IN CUSTER, 33.4 M (109.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.5 M
 AA5048'(8.2 FT) EAST OF THE CENTER OF A DIRT ROAD, 1.5 M (4.9 FT) NORTH OF
 AA5048'UTILITY POLE NUMBER 395 1 1 WITH A GUY CABLE, 0.6 M (2.0 FT) BELOW THE
 AA5048'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AA5048'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5048
 AA5048                          STATION RECOVERY (2003)
 AA5048
 AA5048'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7869 ***********************************************************************
 AH7869  DESIGNATION -  E 341
 AH7869  PID         -  AH7869
 AH7869  STATE/COUNTY-  MI/MECOSTA
 AH7869  COUNTRY     -  US
 AH7869  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7869
 AH7869                         *CURRENT SURVEY CONTROL
 AH7869  ______________________________________________________________________
 AH7869* NAD 83(1986) POSITION- 43 47 42.     (N) 085 30 11.     (W)   SCALED
 AH7869* NAVD 88 ORTHO HEIGHT -   287.465 (meters)      943.12  (feet) ADJUSTED
 AH7869  ______________________________________________________________________
 AH7869  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 AH7869  DYNAMIC HEIGHT  -        287.416 (meters)      942.96  (feet) COMP
 AH7869  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 AH7869
 AH7869  VERT ORDER      -  FIRST     CLASS II
 AH7869
 AH7869.The horizontal coordinates were scaled from a map and have
 AH7869.an estimated accuracy of +/- 6 seconds.
 AH7869
 AH7869.The orthometric height was determined by differential leveling and
 AH7869.adjusted by the NATIONAL GEODETIC SURVEY
 AH7869.in January 2002.
 AH7869
 AH7869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7869.GEOID18 height accuracy estimate available here.
 AH7869
 AH7869.Click photographs - Photos may exist for this station.
 AH7869
 AH7869.The dynamic height is computed by dividing the NAVD 88
 AH7869.geopotential number by the normal gravity value computed on the
 AH7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7869.degrees latitude (g = 980.6199 gals.).
 AH7869
 AH7869.The modeled gravity was interpolated from observed gravity values.
 AH7869
 AH7869;                    North         East    Units  Estimated Accuracy
 AH7869;SPC MI S     -   255,560.    3,908,540.      MT  (+/- 180 meters Scaled)
 AH7869
 AH7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204501(NAD 83)
 AH7869
 AH7869                          SUPERSEDED SURVEY CONTROL
 AH7869
 AH7869.No superseded survey control is available for this station.
 AH7869
 AH7869_MARKER: I = METAL ROD
 AH7869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7869_STAMPING: E 341 1992
 AH7869_MARK LOGO: NGS
 AH7869_PROJECTION: FLUSH
 AH7869_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7869+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7869_ROD/PIPE-DEPTH: 25.3 meters
 AH7869
 AH7869  HISTORY     - Date     Condition        Report By
 AH7869  HISTORY     - 1992     MONUMENTED       NGS
 AH7869
 AH7869                          STATION DESCRIPTION
 AH7869
 AH7869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7869'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7869'IN REED CITY, THENCE 9.2 KM (5.70 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7869'131 BUSINESS, 29.9 M (98.1 FT) SOUTH OF THE SOUTH END OF A CULVERT
 AH7869'UNDER MOST SOUTHERLY ENTRANCE ROAD TO A ROAD SIDE PARK, 14.1 M (46.3
 AH7869'FT) WEST OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) NORTH OF THE
 AH7869'EXTENDED CENTER OF 207TH AVENUE, 1.4 M (4.6 FT) SOUTH OF UTILITY POLE
 AH7869'NUMBER 22695, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AH7869'(1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7869'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7896 ***********************************************************************
 AH7896  DESIGNATION -  E 342
 AH7896  PID         -  AH7896
 AH7896  STATE/COUNTY-  MI/MECOSTA
 AH7896  COUNTRY     -  US
 AH7896  USGS QUAD   -  BLANCHARD (2017)
 AH7896
 AH7896                         *CURRENT SURVEY CONTROL
 AH7896  ______________________________________________________________________
 AH7896* NAD 83(1986) POSITION- 43 34 53.69   (N) 085 06 20.27   (W)   HD_HELD1
 AH7896* NAVD 88 ORTHO HEIGHT -   312.934 (meters)     1026.68  (feet) ADJUSTED
 AH7896  ______________________________________________________________________
 AH7896  GEOID HEIGHT    -        -32.697 (meters)                     GEOID18
 AH7896  DYNAMIC HEIGHT  -        312.876 (meters)     1026.49  (feet) COMP
 AH7896  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 AH7896
 AH7896  VERT ORDER      -  FIRST     CLASS II
 AH7896
 AH7896.The horizontal coordinates were determined by differentially corrected
 AH7896.hand held GPS observations or other comparable positioning techniques
 AH7896.and have an estimated accuracy of +/- 3 meters.
 AH7896
 AH7896.The orthometric height was determined by differential leveling and
 AH7896.adjusted by the NATIONAL GEODETIC SURVEY
 AH7896.in January 2002.
 AH7896
 AH7896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7896.GEOID18 height accuracy estimate available here.
 AH7896
 AH7896.Click photographs - Photos may exist for this station.
 AH7896
 AH7896.The dynamic height is computed by dividing the NAVD 88
 AH7896.geopotential number by the normal gravity value computed on the
 AH7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7896.degrees latitude (g = 980.6199 gals.).
 AH7896
 AH7896.The modeled gravity was interpolated from observed gravity values.
 AH7896
 AH7896;                    North         East    Units  Estimated Accuracy
 AH7896;SPC MI S     -   231,487.0   3,940,317.5     MT  (+/- 3 meters HH1 GPS) 
 AH7896
 AH7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5294427144(NAD 83)
 AH7896
 AH7896                          SUPERSEDED SURVEY CONTROL
 AH7896
 AH7896.No superseded survey control is available for this station.
 AH7896
 AH7896_MARKER: F = FLANGE-ENCASED ROD
 AH7896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7896_STAMPING: E 342 1992
 AH7896_MARK LOGO: NGS
 AH7896_PROJECTION: RECESSED 10 CENTIMETERS
 AH7896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7896+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 AH7896_ROD/PIPE-DEPTH: 5.2 meters
 AH7896
 AH7896  HISTORY     - Date     Condition        Report By
 AH7896  HISTORY     - 1992     MONUMENTED       NGS
 AH7896  HISTORY     - 20200626 GOOD             MIDT
 AH7896
 AH7896                          STATION DESCRIPTION
 AH7896
 AH7896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7896'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7896'IN REMUS, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG 10TH AVENUE, 13.9 M
 AH7896'(45.6 FT) NORTH OF THE CENTER OF 8-MILE ROAD, 8.2 M (26.9 FT) EAST OF
 AH7896'THE AVENUE CENTER, 3.1 M (10.2 FT) SOUTH OF UTILITY POLE NUMBER 8004
 AH7896'WITH A TRANSFORMER, 1.2 M (3.9 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0
 AH7896'FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) WEST OF A
 AH7896'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH7896'LOGO CAP.
 AH7896
 AH7896                          STATION RECOVERY (2020)
 AH7896
 AH7896'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AH7896'1 FT (0.3 M) SOUTH OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7913 ***********************************************************************
 AH7913  DESIGNATION -  E 343
 AH7913  PID         -  AH7913
 AH7913  STATE/COUNTY-  MI/MONTCALM
 AH7913  COUNTRY     -  US
 AH7913  USGS QUAD   -  STANTON (2017)
 AH7913
 AH7913                         *CURRENT SURVEY CONTROL
 AH7913  ______________________________________________________________________
 AH7913* NAD 83(1986) POSITION- 43 16 42.4    (N) 085 04 26.5    (W)   HD_HELD2
 AH7913* NAVD 88 ORTHO HEIGHT -   264.669 (meters)      868.33  (feet) ADJUSTED
 AH7913  ______________________________________________________________________
 AH7913  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 AH7913  DYNAMIC HEIGHT  -        264.618 (meters)      868.17  (feet) COMP
 AH7913  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 AH7913
 AH7913  VERT ORDER      -  FIRST     CLASS II
 AH7913
 AH7913.The horizontal coordinates were established by autonomous hand held GPS
 AH7913.observations and have an estimated accuracy of +/- 10 meters.
 AH7913
 AH7913.The orthometric height was determined by differential leveling and
 AH7913.adjusted by the NATIONAL GEODETIC SURVEY
 AH7913.in January 2002.
 AH7913
 AH7913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7913.GEOID18 height accuracy estimate available here.
 AH7913
 AH7913.Click photographs - Photos may exist for this station.
 AH7913
 AH7913.The dynamic height is computed by dividing the NAVD 88
 AH7913.geopotential number by the normal gravity value computed on the
 AH7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7913.degrees latitude (g = 980.6199 gals.).
 AH7913
 AH7913.The modeled gravity was interpolated from observed gravity values.
 AH7913
 AH7913;                    North         East    Units  Estimated Accuracy
 AH7913;SPC MI S     -   197,789.    3,942,587.      MT  (+/- 10 meters HH2 GPS)
 AH7913
 AH7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5627393537(NAD 83)
 AH7913
 AH7913                          SUPERSEDED SURVEY CONTROL
 AH7913
 AH7913.No superseded survey control is available for this station.
 AH7913
 AH7913_MARKER: F = FLANGE-ENCASED ROD
 AH7913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7913_STAMPING: E 343 1992
 AH7913_MARK LOGO: NGS
 AH7913_PROJECTION: FLUSH
 AH7913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7913+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2016
 AH7913_ROD/PIPE-DEPTH: 20.7 meters
 AH7913
 AH7913  HISTORY     - Date     Condition        Report By
 AH7913  HISTORY     - 1992     MONUMENTED       NGS
 AH7913  HISTORY     - 20160523 GOOD             MIDT
 AH7913
 AH7913                          STATION DESCRIPTION
 AH7913
 AH7913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7913'0.4 KM (0.25 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7913'STANTON, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 66,
 AH7913'56.6 M (185.7 FT) SOUTH OF THE EXTENDED CENTER OF PAKES ROAD, 18.1 M
 AH7913'(59.4 FT) WEST OF THE HIGHWAY CENTERLINE, 2.3 M (7.5 FT) NORTH OF A
 AH7913'UTILITY POLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0
 AH7913'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AH7913'IS THROUGH A 5-INCH LOGO CAP.
 AH7913
 AH7913                          STATION RECOVERY (2016)
 AH7913
 AH7913'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GRH)
 AH7913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8447 ***********************************************************************
 AH8447  DESIGNATION -  E 344
 AH8447  PID         -  AH8447
 AH8447  STATE/COUNTY-  MI/ST JOSEPH
 AH8447  COUNTRY     -  US
 AH8447  USGS QUAD   -  THREE RIVERS WEST (2017)
 AH8447
 AH8447                         *CURRENT SURVEY CONTROL
 AH8447  ______________________________________________________________________
 AH8447* NAD 83(1986) POSITION- 41 52 54.22   (N) 085 39 50.69   (W)   HD_HELD1
 AH8447* NAVD 88 ORTHO HEIGHT -   247.809 (meters)      813.02  (feet) ADJUSTED
 AH8447  ______________________________________________________________________
 AH8447  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 AH8447  DYNAMIC HEIGHT  -        247.722 (meters)      812.73  (feet) COMP
 AH8447  MODELED GRAVITY -    980,267.7   (mgal)                       NAVD 88
 AH8447
 AH8447  VERT ORDER      -  FIRST     CLASS II
 AH8447
 AH8447.The horizontal coordinates were determined by differentially corrected
 AH8447.hand held GPS observations or other comparable positioning techniques
 AH8447.and have an estimated accuracy of +/- 3 meters.
 AH8447
 AH8447.The orthometric height was determined by differential leveling and
 AH8447.adjusted by the NATIONAL GEODETIC SURVEY
 AH8447.in March 2005.
 AH8447
 AH8447.No vertical observational check was made to the station.
 AH8447
 AH8447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8447.GEOID18 height accuracy estimate available here.
 AH8447
 AH8447.Click photographs - Photos may exist for this station.
 AH8447
 AH8447.The dynamic height is computed by dividing the NAVD 88
 AH8447.geopotential number by the normal gravity value computed on the
 AH8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8447.degrees latitude (g = 980.6199 gals.).
 AH8447
 AH8447.The modeled gravity was interpolated from observed gravity values.
 AH8447
 AH8447;                    North         East    Units  Estimated Accuracy
 AH8447;SPC MI S     -    43,232.5   3,892,307.4     MT  (+/- 3 meters HH1 GPS) 
 AH8447
 AH8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1084337507(NAD 83)
 AH8447
 AH8447                          SUPERSEDED SURVEY CONTROL
 AH8447
 AH8447.No superseded survey control is available for this station.
 AH8447
 AH8447_MARKER: F = FLANGE-ENCASED ROD
 AH8447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8447_STAMPING: E 344 1992
 AH8447_MARK LOGO: NGS
 AH8447_PROJECTION: FLUSH
 AH8447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8447+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2008
 AH8447_ROD/PIPE-DEPTH: 14.9 meters
 AH8447
 AH8447  HISTORY     - Date     Condition        Report By
 AH8447  HISTORY     - 1992     MONUMENTED       NGS
 AH8447  HISTORY     - 20040505 GOOD             NGS
 AH8447  HISTORY     - 20080206 GOOD             ROWEIN
 AH8447
 AH8447                          STATION DESCRIPTION
 AH8447
 AH8447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8447'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8447'STATE HIGHWAY 60 IN THREE RIVERS, 46.7 M (153.2 FT) WEST OF THE
 AH8447'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE
 AH8447'CENTER OF GARBER ROAD, 2.2 M (7.2 FT) EAST OF A UTILITY POLE WITH 2
 AH8447'GUY CABLES, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 AH8447'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8447
 AH8447                          STATION RECOVERY (2004)
 AH8447
 AH8447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR)
 AH8447'RECOVERED AS DESCRIBED.
 AH8447
 AH8447                          STATION RECOVERY (2008)
 AH8447
 AH8447'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 AH8447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8413 ***********************************************************************
 AH8413  DESIGNATION -  E 345
 AH8413  PID         -  AH8413
 AH8413  STATE/COUNTY-  MI/KALAMAZOO
 AH8413  COUNTRY     -  US
 AH8413  USGS QUAD   -  KALAMAZOO (2017)
 AH8413
 AH8413                         *CURRENT SURVEY CONTROL
 AH8413  ______________________________________________________________________
 AH8413* NAD 83(1986) POSITION- 42 17 02.66   (N) 085 34 27.37   (W)   HD_HELD1
 AH8413* NAVD 88 ORTHO HEIGHT -   233.148 (meters)      764.92  (feet) ADJUSTED
 AH8413  ______________________________________________________________________
 AH8413  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 AH8413  DYNAMIC HEIGHT  -        233.076 (meters)      764.68  (feet) COMP
 AH8413  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 AH8413
 AH8413  VERT ORDER      -  FIRST     CLASS II
 AH8413
 AH8413.The horizontal coordinates were determined by differentially corrected
 AH8413.hand held GPS observations or other comparable positioning techniques
 AH8413.and have an estimated accuracy of +/- 3 meters.
 AH8413
 AH8413.The orthometric height was determined by differential leveling and
 AH8413.adjusted by the NATIONAL GEODETIC SURVEY
 AH8413.in March 2005.
 AH8413
 AH8413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8413.GEOID18 height accuracy estimate available here.
 AH8413
 AH8413.Click photographs - Photos may exist for this station.
 AH8413
 AH8413.The dynamic height is computed by dividing the NAVD 88
 AH8413.geopotential number by the normal gravity value computed on the
 AH8413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8413.degrees latitude (g = 980.6199 gals.).
 AH8413
 AH8413.The modeled gravity was interpolated from observed gravity values.
 AH8413
 AH8413;                    North         East    Units  Estimated Accuracy
 AH8413;SPC MI S     -    87,807.6   3,900,402.7     MT  (+/- 3 meters HH1 GPS) 
 AH8413
 AH8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1755082301(NAD 83)
 AH8413
 AH8413                          SUPERSEDED SURVEY CONTROL
 AH8413
 AH8413.No superseded survey control is available for this station.
 AH8413
 AH8413_MARKER: F = FLANGE-ENCASED ROD
 AH8413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8413_STAMPING: E 345 1992
 AH8413_MARK LOGO: NGS
 AH8413_PROJECTION: FLUSH
 AH8413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8413+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AH8413_ROD/PIPE-DEPTH: 15.4 meters
 AH8413
 AH8413  HISTORY     - Date     Condition        Report By
 AH8413  HISTORY     - 1992     MONUMENTED       NGS
 AH8413  HISTORY     - 20010528 GOOD             NGS
 AH8413  HISTORY     - 20080505 GOOD             COLEM
 AH8413
 AH8413                          STATION DESCRIPTION
 AH8413
 AH8413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8413'IN KALAMAZOO, AT THE INTERSECTION OF PORTAGE AND VINE STREETS, 33.5 M
 AH8413'(109.9 FT) SOUTHWEST OF THE CENTERLINE OF PORTAGE STREET, 11.2 M (36.7
 AH8413'FT) WEST-NORTHWEST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 9.7 M
 AH8413'(31.8 FT) NORTH OF THE CENTERLINE OF VINE STREET, 3.6 M (11.8 FT) WEST
 AH8413'OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) EAST OF A SIGNAL LIGHT
 AH8413'POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 ABOVE
 AH8413'THE LEVEL OF VINE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AH8413'A 5-INCH LOGO CAP.
 AH8413
 AH8413                          STATION RECOVERY (2001)
 AH8413
 AH8413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8413'RECOVERED AS DESCRIBED.
 AH8413
 AH8413                          STATION RECOVERY (2008)
 AH8413
 AH8413'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AH8413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8197 ***********************************************************************
 AB8197  DESIGNATION -  E 346
 AB8197  PID         -  AB8197
 AB8197  STATE/COUNTY-  MI/LUCE
 AB8197  COUNTRY     -  US
 AB8197  USGS QUAD   -  BETSY LAKE SOUTH (2017)
 AB8197
 AB8197                         *CURRENT SURVEY CONTROL
 AB8197  ______________________________________________________________________
 AB8197* NAD 83(1986) POSITION- 46 35 27.94   (N) 085 15 08.95   (W)   HD_HELD1
 AB8197* NAVD 88 ORTHO HEIGHT -   235.078 (meters)      771.25  (feet) ADJUSTED
 AB8197  ______________________________________________________________________
 AB8197  GEOID HEIGHT    -        -36.175 (meters)                     GEOID18
 AB8197  DYNAMIC HEIGHT  -        235.091 (meters)      771.29  (feet) COMP
 AB8197  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 AB8197
 AB8197  VERT ORDER      -  SECOND    CLASS I
 AB8197
 AB8197.The horizontal coordinates were determined by differentially corrected
 AB8197.hand held GPS observations or other comparable positioning techniques
 AB8197.and have an estimated accuracy of +/- 3 meters.
 AB8197
 AB8197.The orthometric height was determined by differential leveling and
 AB8197.adjusted by the NATIONAL GEODETIC SURVEY
 AB8197.in July 2002.
 AB8197
 AB8197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8197.GEOID18 height accuracy estimate available here.
 AB8197
 AB8197.Click photographs - Photos may exist for this station.
 AB8197
 AB8197.The dynamic height is computed by dividing the NAVD 88
 AB8197.geopotential number by the normal gravity value computed on the
 AB8197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8197.degrees latitude (g = 980.6199 gals.).
 AB8197
 AB8197.The modeled gravity was interpolated from observed gravity values.
 AB8197
 AB8197;                    North         East    Units  Estimated Accuracy
 AB8197;SPC MI N     -   202,399.5   8,133,897.5     MT  (+/- 3 meters HH1 GPS) 
 AB8197
 AB8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3386461208(NAD 83)
 AB8197
 AB8197                          SUPERSEDED SURVEY CONTROL
 AB8197
 AB8197.No superseded survey control is available for this station.
 AB8197
 AB8197_MARKER: F = FLANGE-ENCASED ROD
 AB8197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8197_STAMPING: E 346 1996
 AB8197_MARK LOGO: NGS
 AB8197_PROJECTION: PROJECTING 6 CENTIMETERS
 AB8197_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8197+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2020
 AB8197_ROD/PIPE-DEPTH: 8.0 meters
 AB8197
 AB8197  HISTORY     - Date     Condition        Report By
 AB8197  HISTORY     - 1996     MONUMENTED       NGS
 AB8197  HISTORY     - 20040825 GOOD             USPSQD
 AB8197  HISTORY     - 20050902 GOOD             USPSQD
 AB8197  HISTORY     - 20151102 GOOD             MIDT
 AB8197  HISTORY     - 20200410 GOOD             PROFLN
 AB8197
 AB8197                          STATION DESCRIPTION
 AB8197
 AB8197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8197'21.3 KM (13.25 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8197'OF WHITEFISH ROAD IN PARADISE, 13.7 M (44.9 FT) SOUTHWEST OF THE
 AB8197'CENTER OF A DRIVEWAY LEADING TO A PICNIC AREA, 12.2 M (40.0 FT)
 AB8197'NORTHWEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AB8197'THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 AB8197'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8197
 AB8197                          STATION RECOVERY (2004)
 AB8197
 AB8197'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8197'RECOVERED IN GOOD CONDITION.
 AB8197
 AB8197                          STATION RECOVERY (2005)
 AB8197
 AB8197'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8197'RECOVERED IN GOOD CONDITION.
 AB8197
 AB8197                          STATION RECOVERY (2015)
 AB8197
 AB8197'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2015 (LEW)
 AB8197'THE MARK IS LOCATED AT THE STABLES PICNIC AREA, 33.5 FT (10.2 M)
 AB8197'SOUTHWEST OF SOUTHERLY EDGE OF GRAVEL DRIVE TO PICNIC AREA, 39.8 FT
 AB8197'(12.1 M) NORTHWEST OF THE CENTERLINE OF MI123, 90 FT (27.4 M)
 AB8197'NORTHEAST OF BENCH MARK C-15 AND 0.8 FT (24 CM) SOUTHEAST OF A 1.5 FT
 AB8197'(0.5 M) HIGH CARSONITE WITNESS POST.  THE ALUMINUM ACCESS BOX WITH
 AB8197'HINGED ACCESS COVER IS ENCASED BY A 15 INCH DIAMETER POURED CONCRETE
 AB8197'MONUMENT THAT IS 0.2 FT (6 CM) ABOVE GROUND AND IN MOWED AREA.  SET A
 AB8197'1/2 INCH REBAR ALONGSIDE SOUTHEAST SIDE OF CONCRETE TO CREATE A
 AB8197'MAGNETIC DRAW.
 AB8197
 AB8197                          STATION RECOVERY (2020)
 AB8197
 AB8197'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 AB8197'THE STAINLESS STEEL ROD IS NOT CENTERED IN THE ACCESS BOX, THE TOP OF
 AB8197'ROD BEING 0.1 FT (3 CM) FROM THE NORTH INSIDE EDGE OF BOX.  THE ROD IS
 AB8197'NOT PLUMB, WITH THE TOP LEANING TOWARD THE NORTH.
 AB8197'
 AB8197'THE MARK MIGHT NOT BE GPS SUITABLE WITH LEAVES ON TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC6030 ***********************************************************************
 AC6030  DESIGNATION -  E 347
 AC6030  PID         -  AC6030
 AC6030  STATE/COUNTY-  MI/KEWEENAW
 AC6030  COUNTRY     -  US
 AC6030  USGS QUAD   -  DELAWARE (2017)
 AC6030
 AC6030                         *CURRENT SURVEY CONTROL
 AC6030  ______________________________________________________________________
 AC6030* NAD 83(1986) POSITION- 47 25 28.9    (N) 088 06 55.4    (W)   HD_HELD2
 AC6030* NAVD 88 ORTHO HEIGHT -   368.423 (meters)     1208.73  (feet) ADJUSTED
 AC6030  ______________________________________________________________________
 AC6030  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 AC6030  DYNAMIC HEIGHT  -        368.484 (meters)     1208.93  (feet) COMP
 AC6030  MODELED GRAVITY -    980,765.2   (mgal)                       NAVD 88
 AC6030
 AC6030  VERT ORDER      -  SECOND    CLASS I
 AC6030
 AC6030.The horizontal coordinates were established by autonomous hand held GPS
 AC6030.observations and have an estimated accuracy of +/- 10 meters.
 AC6030
 AC6030.The orthometric height was determined by differential leveling and
 AC6030.adjusted by the NATIONAL GEODETIC SURVEY
 AC6030.in March 1997.
 AC6030
 AC6030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6030.GEOID18 height accuracy estimate available here.
 AC6030
 AC6030.Click photographs - Photos may exist for this station.
 AC6030
 AC6030.The dynamic height is computed by dividing the NAVD 88
 AC6030.geopotential number by the normal gravity value computed on the
 AC6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6030.degrees latitude (g = 980.6199 gals.).
 AC6030
 AC6030.The modeled gravity was interpolated from observed gravity values.
 AC6030
 AC6030;                    North         East    Units  Estimated Accuracy
 AC6030;SPC MI N     -   294,187.    7,915,837.      MT  (+/- 10 meters HH2 GPS)
 AC6030
 AC6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1587652963(NAD 83)
 AC6030
 AC6030                          SUPERSEDED SURVEY CONTROL
 AC6030
 AC6030.No superseded survey control is available for this station.
 AC6030
 AC6030_MARKER: DV = VERTICAL CONTROL DISK
 AC6030_SETTING: 66 = SET IN ROCK OUTCROP
 AC6030_STAMPING: E 347 1996
 AC6030_MARK LOGO: NGS
 AC6030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6030+STABILITY: POSITION/ELEVATION WELL
 AC6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6030+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6030
 AC6030  HISTORY     - Date     Condition        Report By
 AC6030  HISTORY     - 1996     MONUMENTED       NGS
 AC6030  HISTORY     - 20010913 GOOD             USPSQD
 AC6030  HISTORY     - 20031013 GOOD             GEOCAC
 AC6030  HISTORY     - 20090806 GOOD             GEOCAC
 AC6030
 AC6030                          STATION DESCRIPTION
 AC6030
 AC6030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6030'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6030'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 4.7 KM (2.90 MI)
 AC6030'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN A LEDGE NEAR THE BOTTOM OF A
 AC6030'12 BY 30-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 7.9 M (25.9
 AC6030'FT) EAST OF THE ROAD CENTER, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST,
 AC6030'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AC6030
 AC6030                          STATION RECOVERY (2001)
 AC6030
 AC6030'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6030'RECOVERED IN GOOD CONDITION.
 AC6030
 AC6030                          STATION RECOVERY (2003)
 AC6030
 AC6030'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6030'RECOVERED IN GOOD CONDITION.
 AC6030
 AC6030                          STATION RECOVERY (2009)
 AC6030
 AC6030'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 AC6030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0075 ***********************************************************************
 PK0075  DESIGNATION -  E 35
 PK0075  PID         -  PK0075
 PK0075  STATE/COUNTY-  MI/IOSCO
 PK0075  COUNTRY     -  US
 PK0075  USGS QUAD   -  NATIONAL CITY (2017)
 PK0075
 PK0075                         *CURRENT SURVEY CONTROL
 PK0075  ______________________________________________________________________
 PK0075* NAD 83(1986) POSITION- 44 14 00.81   (N) 083 43 12.18   (W)   HD_HELD1
 PK0075* NAVD 88 ORTHO HEIGHT -   205.107 (meters)      672.92  (feet) ADJUSTED
 PK0075  ______________________________________________________________________
 PK0075  GEOID HEIGHT    -        -35.209 (meters)                     GEOID18
 PK0075  DYNAMIC HEIGHT  -        205.077 (meters)      672.82  (feet) COMP
 PK0075  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 PK0075
 PK0075  VERT ORDER      -  FIRST     CLASS II
 PK0075
 PK0075.The horizontal coordinates were determined by differentially corrected
 PK0075.hand held GPS observations or other comparable positioning techniques
 PK0075.and have an estimated accuracy of +/- 3 meters.
 PK0075
 PK0075.The orthometric height was determined by differential leveling and
 PK0075.adjusted by the NATIONAL GEODETIC SURVEY
 PK0075.in June 1991.
 PK0075
 PK0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0075.GEOID18 height accuracy estimate available here.
 PK0075
 PK0075.Click photographs - Photos may exist for this station.
 PK0075
 PK0075.The dynamic height is computed by dividing the NAVD 88
 PK0075.geopotential number by the normal gravity value computed on the
 PK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0075.degrees latitude (g = 980.6199 gals.).
 PK0075
 PK0075.The modeled gravity was interpolated from observed gravity values.
 PK0075
 PK0075;                    North         East    Units  Estimated Accuracy
 PK0075;SPC MI C     -   102,092.9   6,051,657.7     MT  (+/- 3 meters HH1 GPS) 
 PK0075
 PK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8277701412(NAD 83)
 PK0075
 PK0075                          SUPERSEDED SURVEY CONTROL
 PK0075
 PK0075  NGVD 29 (??/??/92)  205.289  (m)          673.52   (f) ADJ UNCH    1 2
 PK0075
 PK0075.Superseded values are not recommended for survey control.
 PK0075
 PK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0075.See file dsdata.pdf to determine how the superseded data were derived.
 PK0075
 PK0075_MARKER: DB = BENCH MARK DISK
 PK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0075_STAMPING: E 35 1934
 PK0075_MARK LOGO: CGS
 PK0075_PROJECTION: FLUSH
 PK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0075+STABILITY: SURFACE MOTION
 PK0075
 PK0075  HISTORY     - Date     Condition        Report By
 PK0075  HISTORY     - 1934     MONUMENTED       CGS
 PK0075  HISTORY     - 1955     GOOD             CGS
 PK0075  HISTORY     - 1983     GOOD             NGS
 PK0075  HISTORY     - 1988     GOOD             USPSQD
 PK0075  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 PK0075
 PK0075                          STATION DESCRIPTION
 PK0075
 PK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PK0075'AT NATIONAL CITY.
 PK0075'AT NATIONAL CITY, IOSCO COUNTY, 74 FEET SOUTH AND 26 FEET EAST
 PK0075'OF SOUTHWEST CORNER OF THE DETROIT AND MACKINAC RAILWAY STATION,
 PK0075'0.1 MILE WEST OF MILEPOST 47, 27 FEET NORTH AND 110 FEET WEST OF
 PK0075'THE NORTHWEST CORNER OF A TWO-STORY HOUSE IN A GROVE OF TREES,
 PK0075'42-1/2 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTH OF A FENCE.
 PK0075'A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE TOP OF A
 PK0075'CONCRETE POST FLUSH WITH GROUND.
 PK0075
 PK0075                          STATION RECOVERY (1983)
 PK0075
 PK0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0075'RECOVERED THIS DATE.  NOTE, ALSO 0.4 KM (0.25 MI) WEST ALONG
 PK0075'WHITTEMORE ROAD FROM THE POST OFFICE IN NATIONAL CITY.
 PK0075'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 PK0075
 PK0075                          STATION RECOVERY (1988)
 PK0075
 PK0075'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0075'RECOVERED IN GOOD CONDITION.
 PK0075
 PK0075                          STATION RECOVERY (2006)
 PK0075
 PK0075'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0075'THE RAILROAD TRACKS HAVE BEEN RE-ROUTED SOUTH OF THE DESCRIBED
 PK0075'LOCATION.  THE RAILWAY STATION HAS BEEN TORN DOWN AND NO WITNESS POST
 PK0075'EXISTS AS THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0037 ***********************************************************************
 PK0037  DESIGNATION -  E 36
 PK0037  PID         -  PK0037
 PK0037  STATE/COUNTY-  MI/ALPENA
 PK0037  COUNTRY     -  US
 PK0037  USGS QUAD   -  OSSINEKE (2017)
 PK0037
 PK0037                         *CURRENT SURVEY CONTROL
 PK0037  ______________________________________________________________________
 PK0037* NAD 83(1986) POSITION- 44 55 26.     (N) 083 26 11.     (W)   SCALED
 PK0037* NAVD 88 ORTHO HEIGHT -   186.092 (meters)      610.54  (feet) ADJUSTED
 PK0037  ______________________________________________________________________
 PK0037  GEOID HEIGHT    -        -36.225 (meters)                     GEOID18
 PK0037  DYNAMIC HEIGHT  -        186.078 (meters)      610.49  (feet) COMP
 PK0037  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 PK0037
 PK0037  VERT ORDER      -  FIRST     CLASS II
 PK0037
 PK0037.The horizontal coordinates were scaled from a map and have
 PK0037.an estimated accuracy of +/- 6 seconds.
 PK0037
 PK0037.The orthometric height was determined by differential leveling and
 PK0037.adjusted by the NATIONAL GEODETIC SURVEY
 PK0037.in June 1991.
 PK0037
 PK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0037.GEOID18 height accuracy estimate available here.
 PK0037
 PK0037.Click photographs - Photos may exist for this station.
 PK0037
 PK0037.The dynamic height is computed by dividing the NAVD 88
 PK0037.geopotential number by the normal gravity value computed on the
 PK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0037.degrees latitude (g = 980.6199 gals.).
 PK0037
 PK0037.The modeled gravity was interpolated from observed gravity values.
 PK0037
 PK0037;                    North         East    Units  Estimated Accuracy
 PK0037;SPC MI C     -   179,020.    6,073,440.      MT  (+/- 180 meters Scaled)
 PK0037
 PK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK077773(NAD 83)
 PK0037
 PK0037                          SUPERSEDED SURVEY CONTROL
 PK0037
 PK0037  NGVD 29 (??/??/92)  186.268  (m)          611.11   (f) ADJ UNCH    1 2
 PK0037
 PK0037.Superseded values are not recommended for survey control.
 PK0037
 PK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0037.See file dsdata.pdf to determine how the superseded data were derived.
 PK0037
 PK0037_MARKER: DB = BENCH MARK DISK
 PK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0037_STAMPING: E 36 1934
 PK0037_MARK LOGO: CGS
 PK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0037+STABILITY: SURFACE MOTION
 PK0037
 PK0037  HISTORY     - Date     Condition        Report By
 PK0037  HISTORY     - 1934     MONUMENTED       CGS
 PK0037  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0037  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 PK0037  HISTORY     - 20251126 MARK NOT FOUND   INDIV
 PK0037
 PK0037                          STATION DESCRIPTION
 PK0037
 PK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0037'0.4 MI N FROM OSSINEKE.
 PK0037'0.4 MILE NORTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0037'STATION AT OSSINEKE, ALPENA COUNTY, 77 FEET NORTH OF THE NORTH
 PK0037'EDGE OF THE CONCRETE PAVEMENT OF U.S. HIGHWAY 23, 44 FEET EAST
 PK0037'OF THE EAST RAIL, 2.5 FEET SOUTH OF A WIRE FENCE, AND ABOUT
 PK0037'4 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 PK0037'E 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0037
 PK0037                          STATION RECOVERY (1983)
 PK0037
 PK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0037'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS BUILT.
 PK0037
 PK0037                          STATION RECOVERY (1999)
 PK0037
 PK0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0037'MARK NOT FOUND.
 PK0037
 PK0037                          STATION RECOVERY (2025)
 PK0037
 PK0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JDH)
 PK0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0056 ***********************************************************************
 QK0056  DESIGNATION -  E 37
 QK0056  PID         -  QK0056
 QK0056  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0056  COUNTRY     -  US
 QK0056  USGS QUAD   -  MILLERSBURG (2017)
 QK0056
 QK0056                         *CURRENT SURVEY CONTROL
 QK0056  ______________________________________________________________________
 QK0056* NAD 83(1986) POSITION- 45 19 34.     (N) 084 05 47.     (W)   SCALED
 QK0056* NAVD 88 ORTHO HEIGHT -   240.299 (meters)      788.38  (feet) POSTED
 QK0056  ______________________________________________________________________
 QK0056  GEOID HEIGHT    -        -36.316 (meters)                     GEOID18
 QK0056  DYNAMIC HEIGHT  -        240.28  (meters)      788.3   (feet) COMP
 QK0056  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 QK0056
 QK0056  VERT ORDER      -  * POSTED, SEE BELOW
 QK0056
 QK0056.The horizontal coordinates were scaled from a map and have
 QK0056.an estimated accuracy of +/- 6 seconds.
 QK0056
 QK0056.The orthometric height was determined by differential leveling
 QK0056.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QK0056
 QK0056.* This is a POSTED BENCH MARK height.
 QK0056
 QK0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0056.GEOID18 height accuracy estimate available here.
 QK0056
 QK0056.Click photographs - Photos may exist for this station.
 QK0056
 QK0056.The dynamic height is computed by dividing the NAVD 88
 QK0056.geopotential number by the normal gravity value computed on the
 QK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0056.degrees latitude (g = 980.6199 gals.).
 QK0056
 QK0056.The modeled gravity was interpolated from observed gravity values.
 QK0056
 QK0056;                    North         East    Units  Estimated Accuracy
 QK0056;SPC MI C     -   223,330.    6,021,190.      MT  (+/- 180 meters Scaled)
 QK0056
 QK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR275232(NAD 83)
 QK0056
 QK0056                          SUPERSEDED SURVEY CONTROL
 QK0056
 QK0056  NGVD 29 (??/??/92)  240.347  (m)          788.54   (f) ADJ UNCH    1 2
 QK0056
 QK0056.Superseded values are not recommended for survey control.
 QK0056
 QK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0056.See file dsdata.pdf to determine how the superseded data were derived.
 QK0056
 QK0056_MARKER: DB = BENCH MARK DISK
 QK0056_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0056_STAMPING: E 37 1934
 QK0056_MARK LOGO: CGS
 QK0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0056
 QK0056  HISTORY     - Date     Condition        Report By
 QK0056  HISTORY     - 1934     MONUMENTED       CGS
 QK0056  HISTORY     - 1982     MARK NOT FOUND   USGS
 QK0056  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0056
 QK0056                          STATION DESCRIPTION
 QK0056
 QK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0056'1.9 MI W FROM MILLERSBURG.
 QK0056'1.9 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QK0056'STATION AT MILLERSBURG, PRESQUE ISLE COUNTY, 40 YARDS SOUTHEAST
 QK0056'OF MILEPOST 162, AT A ROAD CROSSING, 14 YARDS WEST OF THE
 QK0056'CENTERLINE OF THE ROAD, 15 YARDS SOUTH OF THE SOUTH RAIL, AND
 QK0056'1 YARD NORTH OF A FENCE.  A STANDARD DISK, STAMPED E 37 1934
 QK0056'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 QK0056'GROUND.
 QK0056
 QK0056                          STATION RECOVERY (1982)
 QK0056
 QK0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QK0056'MARK NOT FOUND.
 QK0056
 QK0056                          STATION RECOVERY (2001)
 QK0056
 QK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0183 ***********************************************************************
 OJ0183  DESIGNATION -  E 39
 OJ0183  PID         -  OJ0183
 OJ0183  STATE/COUNTY-  MI/HURON
 OJ0183  COUNTRY     -  US
 OJ0183  USGS QUAD   -  RUTH (2017)
 OJ0183
 OJ0183                         *CURRENT SURVEY CONTROL
 OJ0183  ______________________________________________________________________
 OJ0183* NAD 83(1986) POSITION- 43 42 58.02   (N) 082 44 18.43   (W)   HD_HELD1
 OJ0183* NAVD 88 ORTHO HEIGHT -   229.708 (meters)      753.63  (feet) ADJUSTED
 OJ0183  ______________________________________________________________________
 OJ0183  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 OJ0183  DYNAMIC HEIGHT  -        229.664 (meters)      753.49  (feet) COMP
 OJ0183  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 OJ0183
 OJ0183  VERT ORDER      -  SECOND    CLASS 0
 OJ0183
 OJ0183.The horizontal coordinates were determined by differentially corrected
 OJ0183.hand held GPS observations or other comparable positioning techniques
 OJ0183.and have an estimated accuracy of +/- 3 meters.
 OJ0183
 OJ0183.The orthometric height was determined by differential leveling and
 OJ0183.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0183.in June 1991.
 OJ0183
 OJ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0183.GEOID18 height accuracy estimate available here.
 OJ0183
 OJ0183.Click photographs - Photos may exist for this station.
 OJ0183
 OJ0183.The dynamic height is computed by dividing the NAVD 88
 OJ0183.geopotential number by the normal gravity value computed on the
 OJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0183.degrees latitude (g = 980.6199 gals.).
 OJ0183
 OJ0183.The modeled gravity was interpolated from observed gravity values.
 OJ0183
 OJ0183;                    North         East    Units  Estimated Accuracy
 OJ0183;SPC MI S     -   247,441.5   4,131,207.3     MT  (+/- 3 meters HH1 GPS) 
 OJ0183
 OJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5995741811(NAD 83)
 OJ0183
 OJ0183                          SUPERSEDED SURVEY CONTROL
 OJ0183
 OJ0183  NGVD 29 (??/??/92)  229.838  (m)          754.06   (f) ADJ UNCH    2 0
 OJ0183
 OJ0183.Superseded values are not recommended for survey control.
 OJ0183
 OJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0183.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0183
 OJ0183_MARKER: DB = BENCH MARK DISK
 OJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0183_STAMPING: E 39 1934
 OJ0183_MARK LOGO: CGS
 OJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0183+STABILITY: SURFACE MOTION
 OJ0183
 OJ0183  HISTORY     - Date     Condition        Report By
 OJ0183  HISTORY     - 1934     MONUMENTED       CGS
 OJ0183  HISTORY     - 1988     GOOD             USPSQD
 OJ0183  HISTORY     - 19991211 POOR             USPSQD
 OJ0183
 OJ0183                          STATION DESCRIPTION
 OJ0183
 OJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0183'AT RUTH.
 OJ0183'AT RUTH ON THE PORT AUSTIN DIVISION OF THE PERE MARQUETTE
 OJ0183'RAILROAD, 33 YARDS NORTHWEST OF THE SOUTHWEST CORNER OF STATION,
 OJ0183'32 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF SCALE HOUSE,
 OJ0183'18 YARDS WEST OF THE NORTHWEST CORNER OF STATION, 26.1 FEET
 OJ0183'WEST OF THE WEST RAIL OF MAIN TRACK, 2.5 FEET EAST OF A WIRE
 OJ0183'FENCE, 6 INCHES BELOW TOP OF RAIL, ON TOP OF A CONCRETE POST.
 OJ0183
 OJ0183                          STATION RECOVERY (1988)
 OJ0183
 OJ0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0183'RECOVERED IN GOOD CONDITION.
 OJ0183
 OJ0183                          STATION RECOVERY (1999)
 OJ0183
 OJ0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0183'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0012 ***********************************************************************
 OK0012  DESIGNATION -  E 40
 OK0012  PID         -  OK0012
 OK0012  STATE/COUNTY-  MI/MIDLAND
 OK0012  COUNTRY     -  US
 OK0012  USGS QUAD   -  MIDLAND SOUTH (2017)
 OK0012
 OK0012                         *CURRENT SURVEY CONTROL
 OK0012  ______________________________________________________________________
 OK0012* NAD 83(1986) POSITION- 43 35 15.     (N) 084 12 27.     (W)   SCALED
 OK0012* NAVD 88 ORTHO HEIGHT -   186.986 (meters)      613.47  (feet) ADJUSTED
 OK0012  ______________________________________________________________________
 OK0012  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 OK0012  DYNAMIC HEIGHT  -        186.948 (meters)      613.35  (feet) COMP
 OK0012  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 OK0012
 OK0012  VERT ORDER      -  SECOND    CLASS 0
 OK0012
 OK0012.The horizontal coordinates were scaled from a map and have
 OK0012.an estimated accuracy of +/- 6 seconds.
 OK0012
 OK0012.The orthometric height was determined by differential leveling and
 OK0012.adjusted by the NATIONAL GEODETIC SURVEY
 OK0012.in June 1991.
 OK0012
 OK0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0012.GEOID18 height accuracy estimate available here.
 OK0012
 OK0012.Click photographs - Photos may exist for this station.
 OK0012
 OK0012.The dynamic height is computed by dividing the NAVD 88
 OK0012.geopotential number by the normal gravity value computed on the
 OK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0012.degrees latitude (g = 980.6199 gals.).
 OK0012
 OK0012.The modeled gravity was interpolated from observed gravity values.
 OK0012
 OK0012;                    North         East    Units  Estimated Accuracy
 OK0012;SPC MI S     -   231,900.    4,012,850.      MT  (+/- 180 meters Scaled)
 OK0012
 OK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP254298(NAD 83)
 OK0012
 OK0012                          SUPERSEDED SURVEY CONTROL
 OK0012
 OK0012  NGVD 29 (??/??/92)  187.165  (m)          614.06   (f) ADJ UNCH    2 0
 OK0012
 OK0012.Superseded values are not recommended for survey control.
 OK0012
 OK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0012.See file dsdata.pdf to determine how the superseded data were derived.
 OK0012
 OK0012_MARKER: DB = BENCH MARK DISK
 OK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0012_STAMPING: E 40 1934
 OK0012_MARK LOGO: CGS
 OK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0012+STABILITY: SURFACE MOTION
 OK0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0012+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0012
 OK0012  HISTORY     - Date     Condition        Report By
 OK0012  HISTORY     - 1934     MONUMENTED       CGS
 OK0012  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0012  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0012
 OK0012                          STATION DESCRIPTION
 OK0012
 OK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0012'2.7 MI E FROM MIDLAND.
 OK0012'2.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0012'STATION AT MIDLAND, AT A ROAD CROSSING, 42.3 FEET EAST OF THE
 OK0012'CENTERLINE OF U.S. HIGHWAY 10, 26.8 FEET NORTH OF THE NORTH RAIL,
 OK0012'AND ABOUT 4 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0012'STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0012
 OK0012                          STATION RECOVERY (1995)
 OK0012
 OK0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0012'MARK NOT FOUND.
 OK0012
 OK0012                          STATION RECOVERY (2001)
 OK0012
 OK0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0139 ***********************************************************************
 OJ0139  DESIGNATION -  E 41
 OJ0139  PID         -  OJ0139
 OJ0139  STATE/COUNTY-  MI/ST CLAIR
 OJ0139  COUNTRY     -  US
 OJ0139  USGS QUAD   -  CAPAC (2017)
 OJ0139
 OJ0139                         *CURRENT SURVEY CONTROL
 OJ0139  ______________________________________________________________________
 OJ0139* NAD 83(1986) POSITION- 43 00 36.     (N) 082 55 49.     (W)   SCALED
 OJ0139* NAVD 88 ORTHO HEIGHT -   248.350 (meters)      814.80  (feet) POSTED
 OJ0139  ______________________________________________________________________
 OJ0139  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 OJ0139  DYNAMIC HEIGHT  -        248.28  (meters)      814.6   (feet) COMP
 OJ0139  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 OJ0139
 OJ0139  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0139
 OJ0139.The horizontal coordinates were scaled from a map and have
 OJ0139.an estimated accuracy of +/- 6 seconds.
 OJ0139
 OJ0139.The orthometric height was determined by differential leveling
 OJ0139.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0139
 OJ0139.* This is a POSTED BENCH MARK height.
 OJ0139
 OJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0139.GEOID18 height accuracy estimate available here.
 OJ0139
 OJ0139.Click photographs - Photos may exist for this station.
 OJ0139
 OJ0139.The dynamic height is computed by dividing the NAVD 88
 OJ0139.geopotential number by the normal gravity value computed on the
 OJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0139.degrees latitude (g = 980.6199 gals.).
 OJ0139
 OJ0139.The modeled gravity was interpolated from observed gravity values.
 OJ0139
 OJ0139;                    North         East    Units  Estimated Accuracy
 OJ0139;SPC MI S     -   168,730.    4,117,090.      MT  (+/- 180 meters Scaled)
 OJ0139
 OJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH426637(NAD 83)
 OJ0139
 OJ0139                          SUPERSEDED SURVEY CONTROL
 OJ0139
 OJ0139  NGVD 29 (??/??/92)  248.459  (m)          815.15   (f) ADJ UNCH    2 0
 OJ0139
 OJ0139.Superseded values are not recommended for survey control.
 OJ0139
 OJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0139.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0139
 OJ0139_MARKER: DB = BENCH MARK DISK
 OJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0139_STAMPING: E 41 1934
 OJ0139_MARK LOGO: CGS
 OJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0139+STABILITY: SURFACE MOTION
 OJ0139
 OJ0139  HISTORY     - Date     Condition        Report By
 OJ0139  HISTORY     - 1934     MONUMENTED       CGS
 OJ0139  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0139  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 OJ0139
 OJ0139                          STATION DESCRIPTION
 OJ0139
 OJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0139'AT CAPAC.
 OJ0139'AT CAPAC, ST. CLAIR COUNTY, 27 YARDS WEST OF THE NORTHWEST
 OJ0139'CORNER OF THE GRAND TRUNK WESTERN RAILROAD STATION, 35.8 FEET
 OJ0139'NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH OF THE SOUTHEAST CORNER
 OJ0139'OF A SCALE HOUSE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OJ0139'DISK, STAMPED E 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0139
 OJ0139                          STATION RECOVERY (1977)
 OJ0139
 OJ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0139'MARK NOT FOUND.
 OJ0139
 OJ0139                          STATION RECOVERY (1988)
 OJ0139
 OJ0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 OJ0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0788 ***********************************************************************
 NE0788  DESIGNATION -  E 42
 NE0788  PID         -  NE0788
 NE0788  STATE/COUNTY-  MI/SHIAWASSEE
 NE0788  COUNTRY     -  US
 NE0788  USGS QUAD   -  DURAND (2017)
 NE0788
 NE0788                         *CURRENT SURVEY CONTROL
 NE0788  ______________________________________________________________________
 NE0788* NAD 83(1986) POSITION- 42 54 34.     (N) 083 58 58.     (W)   SCALED
 NE0788* NAVD 88 ORTHO HEIGHT -   242.537 (meters)      795.72  (feet) ADJUSTED
 NE0788  ______________________________________________________________________
 NE0788  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 NE0788  DYNAMIC HEIGHT  -        242.477 (meters)      795.53  (feet) COMP
 NE0788  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 NE0788
 NE0788  VERT ORDER      -  SECOND    CLASS 0
 NE0788
 NE0788.The horizontal coordinates were scaled from a map and have
 NE0788.an estimated accuracy of +/- 6 seconds.
 NE0788
 NE0788.The orthometric height was determined by differential leveling and
 NE0788.adjusted by the NATIONAL GEODETIC SURVEY
 NE0788.in June 1991.
 NE0788
 NE0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0788.GEOID18 height accuracy estimate available here.
 NE0788
 NE0788.Click photographs - Photos may exist for this station.
 NE0788
 NE0788.The dynamic height is computed by dividing the NAVD 88
 NE0788.geopotential number by the normal gravity value computed on the
 NE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0788.degrees latitude (g = 980.6199 gals.).
 NE0788
 NE0788.The modeled gravity was interpolated from observed gravity values.
 NE0788
 NE0788;                    North         East    Units  Estimated Accuracy
 NE0788;SPC MI S     -   156,630.    4,031,350.      MT  (+/- 180 meters Scaled)
 NE0788
 NE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH565550(NAD 83)
 NE0788
 NE0788                          SUPERSEDED SURVEY CONTROL
 NE0788
 NE0788  NGVD 29 (??/??/92)  242.672  (m)          796.17   (f) ADJ UNCH    2 0
 NE0788
 NE0788.Superseded values are not recommended for survey control.
 NE0788
 NE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0788.See file dsdata.pdf to determine how the superseded data were derived.
 NE0788
 NE0788_STAMPING: E 42 1934
 NE0788_MARK LOGO: CGS
 NE0788
 NE0788  HISTORY     - Date     Condition        Report By
 NE0788  HISTORY     - 1934     MONUMENTED       CGS
 NE0788  HISTORY     - 1934     GOOD             CGS
 NE0788  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 NE0788  HISTORY     - 20180509 MARK NOT FOUND   INDIV
 NE0788  HISTORY     - 20200901 MARK NOT FOUND   WSRR
 NE0788
 NE0788                          STATION DESCRIPTION
 NE0788
 NE0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0788'AT DURAND.
 NE0788'AT DURAND, SHIAWASSEE COUNTY, IN THE NORTH FACE OF THE GRAND
 NE0788'TRUNK WESTERN RAILWAY PASSENGER STATION, DIRECTLY BENEATH THE
 NE0788'CENTER TICKET OFFICE WINDOW, 4.4 FEET WEST OF THE NORTHWEST
 NE0788'CORNER OF THE BUILDING, IN THE SECOND MASONRY COURSE ABOVE
 NE0788'THE PLATFORM, AND ABOUT 1.1 FEET ABOVE THE PLATFORM.  A STANDARD
 NE0788'DISK, STAMPED E 42 1934.
 NE0788
 NE0788                          STATION RECOVERY (1995)
 NE0788
 NE0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0788'MARK NOT FOUND.
 NE0788
 NE0788                          STATION RECOVERY (2018)
 NE0788
 NE0788'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MFM)
 NE0788'STATION TABLET DISK HAS BEEN REMOVED DURING RENOVATIONS OF DEPOT
 NE0788'BUILDING.
 NE0788
 NE0788                          STATION RECOVERY (2020)
 NE0788
 NE0788'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 NE0788'MARKER DISK REMOVED FROM BUILDING, STEM HOLE AND SETTING HAVE BEEN
 NE0788'PATCHED UP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0769 ***********************************************************************
 NE0769  DESIGNATION -  E 43
 NE0769  PID         -  NE0769
 NE0769  STATE/COUNTY-  MI/OAKLAND
 NE0769  COUNTRY     -  US
 NE0769  USGS QUAD   -  DAVISBURG (2017)
 NE0769
 NE0769                         *CURRENT SURVEY CONTROL
 NE0769  ______________________________________________________________________
 NE0769* NAD 83(1986) POSITION- 42 45 05.     (N) 083 31 39.     (W)   SCALED
 NE0769* NAVD 88 ORTHO HEIGHT -   297.788 (meters)      976.99  (feet) ADJUSTED
 NE0769  ______________________________________________________________________
 NE0769  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 NE0769  DYNAMIC HEIGHT  -        297.698 (meters)      976.70  (feet) COMP
 NE0769  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 NE0769
 NE0769  VERT ORDER      -  SECOND    CLASS 0
 NE0769
 NE0769.The horizontal coordinates were scaled from a map and have
 NE0769.an estimated accuracy of +/- 6 seconds.
 NE0769
 NE0769.The orthometric height was determined by differential leveling and
 NE0769.adjusted by the NATIONAL GEODETIC SURVEY
 NE0769.in June 1991.
 NE0769
 NE0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0769.GEOID18 height accuracy estimate available here.
 NE0769
 NE0769.Click photographs - Photos may exist for this station.
 NE0769
 NE0769.The dynamic height is computed by dividing the NAVD 88
 NE0769.geopotential number by the normal gravity value computed on the
 NE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0769.degrees latitude (g = 980.6199 gals.).
 NE0769
 NE0769.The modeled gravity was interpolated from observed gravity values.
 NE0769
 NE0769;                    North         East    Units  Estimated Accuracy
 NE0769;SPC MI S     -   139,340.    4,068,690.      MT  (+/- 180 meters Scaled)
 NE0769
 NE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH931363(NAD 83)
 NE0769
 NE0769                          SUPERSEDED SURVEY CONTROL
 NE0769
 NE0769  NGVD 29 (??/??/92)  297.882  (m)          977.30   (f) ADJ UNCH    2 0
 NE0769
 NE0769.Superseded values are not recommended for survey control.
 NE0769
 NE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0769.See file dsdata.pdf to determine how the superseded data were derived.
 NE0769
 NE0769_MARKER: DB = BENCH MARK DISK
 NE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0769_STAMPING: E 43 1934
 NE0769_MARK LOGO: CGS
 NE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0769+STABILITY: SURFACE MOTION
 NE0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0769+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0769
 NE0769  HISTORY     - Date     Condition        Report By
 NE0769  HISTORY     - 1934     MONUMENTED       CGS
 NE0769  HISTORY     - 20060310 GOOD             INDIV
 NE0769
 NE0769                          STATION DESCRIPTION
 NE0769
 NE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0769'2.3 MI NW FROM ANDERSONVILLE.
 NE0769'2.3 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0769'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, 0.9 MILE NORTHWEST
 NE0769'OF MILEPOST D 40, AT THE EAST QUADRANT OF A ROAD CROSSING, 58.5
 NE0769'FEET EAST OF THE CENTER OF THE CROSSING, AND 55.7 FEET NORTHEAST
 NE0769'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED E 43 1934 AND
 NE0769'SET IN THE TOP OF A CONCRETE POST.
 NE0769
 NE0769                          STATION RECOVERY (2006)
 NE0769
 NE0769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0769'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0152 ***********************************************************************
 RJ0152  DESIGNATION -  E 44
 RJ0152  PID         -  RJ0152
 RJ0152  STATE/COUNTY-  MI/CHIPPEWA
 RJ0152  COUNTRY     -  US
 RJ0152  USGS QUAD   -  SHALLOWS (2017)
 RJ0152
 RJ0152                         *CURRENT SURVEY CONTROL
 RJ0152  ______________________________________________________________________
 RJ0152* NAD 83(1986) POSITION- 46 29 20.     (N) 084 23 24.     (W)   SCALED
 RJ0152* NAVD 88 ORTHO HEIGHT -   195.790 (meters)      642.35  (feet) ADJUSTED
 RJ0152  ______________________________________________________________________
 RJ0152  GEOID HEIGHT    -        -36.590 (meters)                     GEOID18
 RJ0152  DYNAMIC HEIGHT  -        195.801 (meters)      642.39  (feet) COMP
 RJ0152  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RJ0152
 RJ0152  VERT ORDER      -  FIRST     CLASS II
 RJ0152
 RJ0152.The horizontal coordinates were scaled from a map and have
 RJ0152.an estimated accuracy of +/- 6 seconds.
 RJ0152
 RJ0152.The orthometric height was determined by differential leveling and
 RJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0152.in June 1991.
 RJ0152
 RJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0152.GEOID18 height accuracy estimate available here.
 RJ0152
 RJ0152.Click photographs - Photos may exist for this station.
 RJ0152
 RJ0152.The dynamic height is computed by dividing the NAVD 88
 RJ0152.geopotential number by the normal gravity value computed on the
 RJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0152.degrees latitude (g = 980.6199 gals.).
 RJ0152
 RJ0152.The modeled gravity was interpolated from observed gravity values.
 RJ0152
 RJ0152;                    North         East    Units  Estimated Accuracy
 RJ0152;SPC MI N     -   192,860.    8,200,340.      MT  (+/- 180 meters Scaled)
 RJ0152
 RJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS003516(NAD 83)
 RJ0152
 RJ0152                          SUPERSEDED SURVEY CONTROL
 RJ0152
 RJ0152  NGVD 29 (??/??/92)  195.749  (m)          642.22   (f) ADJ UNCH    1 2
 RJ0152
 RJ0152.Superseded values are not recommended for survey control.
 RJ0152
 RJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0152.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0152
 RJ0152_MARKER: DB = BENCH MARK DISK
 RJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0152_STAMPING: 642.279 E 44 1934
 RJ0152_MARK LOGO: CGS
 RJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0152+STABILITY: SURFACE MOTION
 RJ0152
 RJ0152  HISTORY     - Date     Condition        Report By
 RJ0152  HISTORY     - 1934     MONUMENTED       CGS
 RJ0152  HISTORY     - 1944     GOOD             CGS
 RJ0152  HISTORY     - 1966     MARK NOT FOUND   CGS
 RJ0152  HISTORY     - 20080813 MARK NOT FOUND   INDIV
 RJ0152
 RJ0152                          STATION DESCRIPTION
 RJ0152
 RJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RJ0152'1.9 MI SW FROM SAULT STE MARIE.
 RJ0152'1.9 MILES SOUTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0152'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0152'120 FEET WEST OF A ROAD CROSSING, 15 RAILS WEST OF A TANNERY,
 RJ0152'24 FEET NORTH OF THE SWITCH TRACK, AND 12 FEET EAST OF THE
 RJ0152'RAILROAD SCALES.  A STANDARD DISK, STAMPED 642.279 E 44 1934 AND
 RJ0152'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED SITE
 RJ0152'IS COVERED WITH HEAPS OF SCRAP METAL AS PAST OF A JUNK YARD.
 RJ0152
 RJ0152                          STATION RECOVERY (1966)
 RJ0152
 RJ0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 RJ0152'MARK NOT FOUND.
 RJ0152
 RJ0152                          STATION RECOVERY (2008)
 RJ0152
 RJ0152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CMP)
 RJ0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0333 ***********************************************************************
 RJ0333  DESIGNATION -  E 45
 RJ0333  PID         -  RJ0333
 RJ0333  STATE/COUNTY-  MI/LUCE
 RJ0333  COUNTRY     -  US
 RJ0333  USGS QUAD   -  HULBERT (2017)
 RJ0333
 RJ0333                         *CURRENT SURVEY CONTROL
 RJ0333  ______________________________________________________________________
 RJ0333* NAD 83(1986) POSITION- 46 20 08.     (N) 085 14 57.     (W)   SCALED
 RJ0333* NAVD 88 ORTHO HEIGHT -   216.713 (meters)      711.00  (feet) ADJUSTED
 RJ0333  ______________________________________________________________________
 RJ0333  GEOID HEIGHT    -        -35.340 (meters)                     GEOID18
 RJ0333  DYNAMIC HEIGHT  -        216.729 (meters)      711.05  (feet) COMP
 RJ0333  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 RJ0333
 RJ0333  VERT ORDER      -  FIRST     CLASS II
 RJ0333
 RJ0333.The horizontal coordinates were scaled from a map and have
 RJ0333.an estimated accuracy of +/- 6 seconds.
 RJ0333
 RJ0333.The orthometric height was determined by differential leveling and
 RJ0333.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0333.in June 1991.
 RJ0333
 RJ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0333.GEOID18 height accuracy estimate available here.
 RJ0333
 RJ0333.Click photographs - Photos may exist for this station.
 RJ0333
 RJ0333.The dynamic height is computed by dividing the NAVD 88
 RJ0333.geopotential number by the normal gravity value computed on the
 RJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0333.degrees latitude (g = 980.6199 gals.).
 RJ0333
 RJ0333.The modeled gravity was interpolated from observed gravity values.
 RJ0333
 RJ0333;                    North         East    Units  Estimated Accuracy
 RJ0333;SPC MI N     -   174,010.    8,134,780.      MT  (+/- 180 meters Scaled)
 RJ0333
 RJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS347328(NAD 83)
 RJ0333
 RJ0333                          SUPERSEDED SURVEY CONTROL
 RJ0333
 RJ0333  NGVD 29 (??/??/92)  216.707  (m)          710.98   (f) ADJ UNCH    1 2
 RJ0333
 RJ0333.Superseded values are not recommended for survey control.
 RJ0333
 RJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0333.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0333
 RJ0333_MARKER: DB = BENCH MARK DISK
 RJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0333_STAMPING: E 45 1934
 RJ0333_MARK LOGO: CGS
 RJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0333+STABILITY: SURFACE MOTION
 RJ0333
 RJ0333  HISTORY     - Date     Condition        Report By
 RJ0333  HISTORY     - 1934     MONUMENTED       CGS
 RJ0333  HISTORY     - 1935     GOOD             CGS
 RJ0333
 RJ0333                          STATION DESCRIPTION
 RJ0333
 RJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0333'0.5 MI E FROM SOO JUNCTION.
 RJ0333'0.5 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0333'FROM SOO JUNCTION, LUCE COUNTY, 10 FEET NORTHWEST OF MILEPOST
 RJ0333'46, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 RJ0333'E 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0037 ***********************************************************************
 RK0037  DESIGNATION -  E 46
 RK0037  PID         -  RK0037
 RK0037  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0037  COUNTRY     -  US
 RK0037  USGS QUAD   -  DRIGGS LAKE SE (2017)
 RK0037
 RK0037                         *CURRENT SURVEY CONTROL
 RK0037  ______________________________________________________________________
 RK0037* NAD 83(1986) POSITION- 46 20 42.     (N) 086 04 31.     (W)   SCALED
 RK0037* NAVD 88 ORTHO HEIGHT -   231.420 (meters)      759.25  (feet) ADJUSTED
 RK0037  ______________________________________________________________________
 RK0037  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 RK0037  DYNAMIC HEIGHT  -        231.435 (meters)      759.30  (feet) COMP
 RK0037  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RK0037
 RK0037  VERT ORDER      -  FIRST     CLASS II
 RK0037
 RK0037.The horizontal coordinates were scaled from a map and have
 RK0037.an estimated accuracy of +/- 6 seconds.
 RK0037
 RK0037.The orthometric height was determined by differential leveling and
 RK0037.adjusted by the NATIONAL GEODETIC SURVEY
 RK0037.in June 1991.
 RK0037
 RK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0037.GEOID18 height accuracy estimate available here.
 RK0037
 RK0037.Click photographs - Photos may exist for this station.
 RK0037
 RK0037.The dynamic height is computed by dividing the NAVD 88
 RK0037.geopotential number by the normal gravity value computed on the
 RK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0037.degrees latitude (g = 980.6199 gals.).
 RK0037
 RK0037.The modeled gravity was interpolated from observed gravity values.
 RK0037
 RK0037;                    North         East    Units  Estimated Accuracy
 RK0037;SPC MI N     -   173,990.    8,071,180.      MT  (+/- 180 meters Scaled)
 RK0037
 RK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES711327(NAD 83)
 RK0037
 RK0037                          SUPERSEDED SURVEY CONTROL
 RK0037
 RK0037  NGVD 29 (??/??/92)  231.385  (m)          759.14   (f) ADJ UNCH    1 2
 RK0037
 RK0037.Superseded values are not recommended for survey control.
 RK0037
 RK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0037.See file dsdata.pdf to determine how the superseded data were derived.
 RK0037
 RK0037_MARKER: DB = BENCH MARK DISK
 RK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0037_STAMPING: E 46 1934
 RK0037_MARK LOGO: CGS
 RK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0037+STABILITY: SURFACE MOTION
 RK0037
 RK0037  HISTORY     - Date     Condition        Report By
 RK0037  HISTORY     - 1934     MONUMENTED       CGS
 RK0037  HISTORY     - 1935     GOOD             CGS
 RK0037
 RK0037                          STATION DESCRIPTION
 RK0037
 RK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0037'6 MI W FROM SENEY.
 RK0037'6.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0037'FROM SENEY, SCHOOLCRAFT COUNTY, 7-1/2 RAILS WEST OF CULVERT
 RK0037'85.74, 70 FEET WEST OF POLE 3175, 35 FEET SOUTH OF THE CENTERLINE
 RK0037'OF STATE HIGHWAY 28, AND 30 FEET NORTH OF THE CENTERLINE OF THE
 RK0037'TRACK.  A STANDARD DISK, STAMPED E 46 1934 AND SET IN THE TOP OF
 RK0037'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0108 ***********************************************************************
 RK0108  DESIGNATION -  E 47
 RK0108  PID         -  RK0108
 RK0108  STATE/COUNTY-  MI/ALGER
 RK0108  COUNTRY     -  US
 RK0108  USGS QUAD   -  ROCK RIVER (2017)
 RK0108
 RK0108                         *CURRENT SURVEY CONTROL
 RK0108  ______________________________________________________________________
 RK0108* NAD 83(1986) POSITION- 46 27 40.2    (N) 086 56 56.4    (W)   HD_HELD2
 RK0108* NAVD 88 ORTHO HEIGHT -   209.686 (meters)      687.94  (feet) ADJUSTED
 RK0108  ______________________________________________________________________
 RK0108  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 RK0108  DYNAMIC HEIGHT  -        209.700 (meters)      687.99  (feet) COMP
 RK0108  MODELED GRAVITY -    980,674.0   (mgal)                       NAVD 88
 RK0108
 RK0108  VERT ORDER      -  FIRST     CLASS II
 RK0108
 RK0108.The horizontal coordinates were established by autonomous hand held GPS
 RK0108.observations and have an estimated accuracy of +/- 10 meters.
 RK0108
 RK0108.The orthometric height was determined by differential leveling and
 RK0108.adjusted by the NATIONAL GEODETIC SURVEY
 RK0108.in June 1991.
 RK0108
 RK0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0108.GEOID18 height accuracy estimate available here.
 RK0108
 RK0108.Click photographs - Photos may exist for this station.
 RK0108
 RK0108.The dynamic height is computed by dividing the NAVD 88
 RK0108.geopotential number by the normal gravity value computed on the
 RK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0108.degrees latitude (g = 980.6199 gals.).
 RK0108
 RK0108.The modeled gravity was interpolated from observed gravity values.
 RK0108
 RK0108;                    North         East    Units  Estimated Accuracy
 RK0108;SPC MI N     -   186,483.    8,003,917.      MT  (+/- 10 meters HH2 GPS)
 RK0108
 RK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0391645289(NAD 83)
 RK0108
 RK0108                          SUPERSEDED SURVEY CONTROL
 RK0108
 RK0108  NGVD 29 (??/??/92)  209.656  (m)          687.85   (f) ADJ UNCH    1 2
 RK0108
 RK0108.Superseded values are not recommended for survey control.
 RK0108
 RK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0108.See file dsdata.pdf to determine how the superseded data were derived.
 RK0108
 RK0108_MARKER: DB = BENCH MARK DISK
 RK0108_SETTING: 80 = SET IN A BOULDER
 RK0108_STAMPING: E 47 1934
 RK0108_MARK LOGO: CGS
 RK0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0108+STABILITY: POSITION/ELEVATION WELL
 RK0108
 RK0108  HISTORY     - Date     Condition        Report By
 RK0108  HISTORY     - 1934     MONUMENTED       CGS
 RK0108  HISTORY     - 1935     GOOD             CGS
 RK0108  HISTORY     - 19920622 GOOD             LOCENG
 RK0108  HISTORY     - 19960724 GOOD             MI-003
 RK0108  HISTORY     - 19980414 GOOD             NGS
 RK0108  HISTORY     - 20061112 GOOD             GEOCAC
 RK0108  HISTORY     - 20180514 GOOD             LOCSUR
 RK0108
 RK0108                          STATION DESCRIPTION
 RK0108
 RK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0108'1.7 MI W FROM ROCK RIVER.
 RK0108'1.7 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0108'FROM THE STATION AT ROCK RIVER, ALGER COUNTY, 9-1/2 RAILS EAST OF
 RK0108'MILEPOST 131, 35 FEET EAST OF POLE 4861, 20 FEET NORTH OF THE
 RK0108'CENTERLINE OF THE TRACK, IN THE TOP OF A BOULDER, AND 2 FEET
 RK0108'NORTH OF THE SOUTH FACE.  A STANDARD DISK, STAMPED E 47 1934.
 RK0108
 RK0108                          STATION RECOVERY (1992)
 RK0108
 RK0108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 RK0108'TO REACH STATION FROM CAUTION LIGHT AT INT.  OF HWY M-28 AND
 RK0108'AUTRAIN-FOREST LAKE ROAD, AUTRAIN, MI., WEST ON M-28 FOR 5.0 MILES
 RK0108'(8.0 KM) TO ROCK RIVER RD, SOUTH ON ROCK RIVER RD 0.9 MILE, WEST
 RK0108'(RIGHT) ON THE OLD MUNISING-MARQUETTE RD 1.7 MILES (2.7 KM) TO
 RK0108'STATION, APPROX.  100 FEET (30.5 M) NORTH OF ROAD ON NORTH SIDE OF
 RK0108'RAILROAD TRACKS, IN TOP OF A BOULDER.
 RK0108
 RK0108                          STATION RECOVERY (1996)
 RK0108
 RK0108'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0108'RECOVERED AS DESCRIBED.
 RK0108
 RK0108                          STATION RECOVERY (1998)
 RK0108
 RK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0108'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0108'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0108'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0108'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0108'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0108'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0108
 RK0108                          STATION RECOVERY (2006)
 RK0108
 RK0108'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0108'RECOVERED IN GOOD CONDITION.
 RK0108
 RK0108                          STATION RECOVERY (2018)
 RK0108
 RK0108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2018 (GWC)
 RK0108'SMALL DIAMETER TREES HAD TO BE CUT TO MAKE THE MARK SUITABLE FOR GPS
 RK0108'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0055 ***********************************************************************
 RL0055  DESIGNATION -  E 48
 RL0055  PID         -  RL0055
 RL0055  STATE/COUNTY-  MI/BARAGA
 RL0055  COUNTRY     -  US
 RL0055  USGS QUAD   -  L'ANSE (2017)
 RL0055
 RL0055                         *CURRENT SURVEY CONTROL
 RL0055  ______________________________________________________________________
 RL0055* NAD 83(1986) POSITION- 46 46 39.82   (N) 088 29 38.12   (W)   HD_HELD1
 RL0055* NAVD 88 ORTHO HEIGHT -   208.470 (meters)      683.96  (feet) ADJUSTED
 RL0055  ______________________________________________________________________
 RL0055  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 RL0055  DYNAMIC HEIGHT  -        208.483 (meters)      684.00  (feet) COMP
 RL0055  MODELED GRAVITY -    980,671.0   (mgal)                       NAVD 88
 RL0055
 RL0055  VERT ORDER      -  FIRST     CLASS II
 RL0055
 RL0055.The horizontal coordinates were determined by differentially corrected
 RL0055.hand held GPS observations or other comparable positioning techniques
 RL0055.and have an estimated accuracy of +/- 3 meters.
 RL0055
 RL0055.The orthometric height was determined by differential leveling and
 RL0055.adjusted by the NATIONAL GEODETIC SURVEY
 RL0055.in June 1991.
 RL0055
 RL0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0055.GEOID18 height accuracy estimate available here.
 RL0055
 RL0055.Click photographs - Photos may exist for this station.
 RL0055
 RL0055.The dynamic height is computed by dividing the NAVD 88
 RL0055.geopotential number by the normal gravity value computed on the
 RL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0055.degrees latitude (g = 980.6199 gals.).
 RL0055
 RL0055.The modeled gravity was interpolated from observed gravity values.
 RL0055
 RL0055;                    North         East    Units  Estimated Accuracy
 RL0055;SPC MI N     -   222,744.1   7,885,921.5     MT  (+/- 3 meters HH1 GPS) 
 RL0055
 RL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8595481547(NAD 83)
 RL0055
 RL0055                          SUPERSEDED SURVEY CONTROL
 RL0055
 RL0055  NGVD 29 (??/??/92)  208.451  (m)          683.89   (f) ADJ UNCH    1 2
 RL0055
 RL0055.Superseded values are not recommended for survey control.
 RL0055
 RL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0055.See file dsdata.pdf to determine how the superseded data were derived.
 RL0055
 RL0055_MARKER: DB = BENCH MARK DISK
 RL0055_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RL0055_SP_SET: STEP
 RL0055_STAMPING: E 48 1934
 RL0055_MARK LOGO: CGS
 RL0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0055
 RL0055  HISTORY     - Date     Condition        Report By
 RL0055  HISTORY     - 1934     MONUMENTED       CGS
 RL0055  HISTORY     - 1948     GOOD             CGS
 RL0055  HISTORY     - 1981     GOOD             MIDH
 RL0055  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL0055  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 RL0055
 RL0055                          STATION DESCRIPTION
 RL0055
 RL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0055'AT BARAGA.
 RL0055'AT BARAGA, AT THE ENTRANCE TO THE GYMNASIUM OF THE HIGH SCHOOL,
 RL0055'SET IN THE TOP OF THE SOUTH END OF THE STEP AT THE ENTRANCE,
 RL0055'5 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 5 FEET WEST OF THE
 RL0055'WEST EDGE OF A CONCRETE WALK, 1 FOOT EAST OF THE DOOR FACING
 RL0055'AND 1 FOOT ABOVE THE GROUND.
 RL0055
 RL0055                          STATION RECOVERY (1981)
 RL0055
 RL0055'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0055'RECOVERED IN GOOD CONDITION.
 RL0055
 RL0055                          STATION RECOVERY (1999)
 RL0055
 RL0055'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL0055'MARK NOT FOUND.
 RL0055
 RL0055                          STATION RECOVERY (2005)
 RL0055
 RL0055'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0055'MARK IS DESTROYED.
 RL0055'
 RL0055'A NEW SCHOOL WAS BUILT CIRCA 1982.  THE OLD BUILDING WAS RAZED SOON
 RL0055'AFTER COMPLETION. ACCORDING TO LOCAL SOURCE, THE MARK WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0143 ***********************************************************************
 RK0143  DESIGNATION -  E 49
 RK0143  PID         -  RK0143
 RK0143  STATE/COUNTY-  MI/MARQUETTE
 RK0143  COUNTRY     -  US
 RK0143  USGS QUAD   -  SKANDIA (2017)
 RK0143
 RK0143                         *CURRENT SURVEY CONTROL
 RK0143  ______________________________________________________________________
 RK0143* NAD 83(1986) POSITION- 46 29 26.     (N) 087 10 22.     (W)   SCALED
 RK0143* NAVD 88 ORTHO HEIGHT -   190.841 (meters)      626.12  (feet) ADJUSTED
 RK0143  ______________________________________________________________________
 RK0143  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 RK0143  DYNAMIC HEIGHT  -        190.856 (meters)      626.17  (feet) COMP
 RK0143  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RK0143
 RK0143  VERT ORDER      -  FIRST     CLASS II
 RK0143
 RK0143.The horizontal coordinates were scaled from a map and have
 RK0143.an estimated accuracy of +/- 6 seconds.
 RK0143
 RK0143.The orthometric height was determined by differential leveling and
 RK0143.adjusted by the NATIONAL GEODETIC SURVEY
 RK0143.in June 1991.
 RK0143
 RK0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0143.GEOID18 height accuracy estimate available here.
 RK0143
 RK0143.Click photographs - Photos may exist for this station.
 RK0143
 RK0143.The dynamic height is computed by dividing the NAVD 88
 RK0143.geopotential number by the normal gravity value computed on the
 RK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0143.degrees latitude (g = 980.6199 gals.).
 RK0143
 RK0143.The modeled gravity was interpolated from observed gravity values.
 RK0143
 RK0143;                    North         East    Units  Estimated Accuracy
 RK0143;SPC MI N     -   189,760.    7,986,740.      MT  (+/- 180 meters Scaled)
 RK0143
 RK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS867485(NAD 83)
 RK0143
 RK0143                          SUPERSEDED SURVEY CONTROL
 RK0143
 RK0143  NGVD 29 (??/??/92)  190.817  (m)          626.04   (f) ADJ UNCH    1 2
 RK0143
 RK0143.Superseded values are not recommended for survey control.
 RK0143
 RK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0143.See file dsdata.pdf to determine how the superseded data were derived.
 RK0143
 RK0143_MARKER: DB = BENCH MARK DISK
 RK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0143_STAMPING: E 49 1934
 RK0143_MARK LOGO: CGS
 RK0143_PROJECTION: PROJECTING 15 CENTIMETERS
 RK0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0143+STABILITY: SURFACE MOTION
 RK0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0143+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 RK0143
 RK0143  HISTORY     - Date     Condition        Report By
 RK0143  HISTORY     - 1934     MONUMENTED       CGS
 RK0143  HISTORY     - 19980413 GOOD             NGS
 RK0143  HISTORY     - 20060701 GOOD             GEOCAC
 RK0143  HISTORY     - 20090528 GOOD             MIDT
 RK0143
 RK0143                          STATION DESCRIPTION
 RK0143
 RK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0143'2.3 MI W FROM SAND RIVER.
 RK0143'2.3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0143'RAILWAY FROM SAND RIVER, MARQUETTE COUNTY, 1/2 RAILS EAST OF
 RK0143'CULVERT 142.32, 6 FEET WEST ACROSS THE TRACK FROM POLE 5276, 30
 RK0143'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTH AND
 RK0143'3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED E 49 1934 AND
 RK0143'SET IN THE TOP OF A CONCRETE POST.
 RK0143
 RK0143                          STATION RECOVERY (1998)
 RK0143
 RK0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0143'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0143'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0143'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0143'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0143'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0143'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0143
 RK0143                          STATION RECOVERY (2006)
 RK0143
 RK0143'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0143'RECOVERED IN GOOD CONDITION.
 RK0143
 RK0143                          STATION RECOVERY (2009)
 RK0143
 RK0143'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0143'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0362 ***********************************************************************
 RJ0362  DESIGNATION -  E 51
 RJ0362  PID         -  RJ0362
 RJ0362  STATE/COUNTY-  MI/CHIPPEWA
 RJ0362  COUNTRY     -  US
 RJ0362  USGS QUAD   -  HULBERT (2017)
 RJ0362
 RJ0362                         *CURRENT SURVEY CONTROL
 RJ0362  ______________________________________________________________________
 RJ0362* NAD 83(1986) POSITION- 46 16 26.     (N) 085 10 23.     (W)   SCALED
 RJ0362* NAVD 88 ORTHO HEIGHT -   222.931 (meters)      731.40  (feet) ADJUSTED
 RJ0362  ______________________________________________________________________
 RJ0362  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 RJ0362  DYNAMIC HEIGHT  -        222.947 (meters)      731.45  (feet) COMP
 RJ0362  MODELED GRAVITY -    980,679.5   (mgal)                       NAVD 88
 RJ0362
 RJ0362  VERT ORDER      -  FIRST     CLASS II
 RJ0362
 RJ0362.The horizontal coordinates were scaled from a map and have
 RJ0362.an estimated accuracy of +/- 6 seconds.
 RJ0362
 RJ0362.The orthometric height was determined by differential leveling and
 RJ0362.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0362.in June 1991.
 RJ0362
 RJ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0362.GEOID18 height accuracy estimate available here.
 RJ0362
 RJ0362.Click photographs - Photos may exist for this station.
 RJ0362
 RJ0362.The dynamic height is computed by dividing the NAVD 88
 RJ0362.geopotential number by the normal gravity value computed on the
 RJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0362.degrees latitude (g = 980.6199 gals.).
 RJ0362
 RJ0362.The modeled gravity was interpolated from observed gravity values.
 RJ0362
 RJ0362;                    North         East    Units  Estimated Accuracy
 RJ0362;SPC MI N     -   167,290.    8,140,800.      MT  (+/- 180 meters Scaled)
 RJ0362
 RJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS407261(NAD 83)
 RJ0362
 RJ0362                          SUPERSEDED SURVEY CONTROL
 RJ0362
 RJ0362  NGVD 29 (??/??/92)  222.926  (m)          731.38   (f) ADJ UNCH    1 2
 RJ0362
 RJ0362.Superseded values are not recommended for survey control.
 RJ0362
 RJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0362.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0362
 RJ0362_MARKER: DB = BENCH MARK DISK
 RJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0362_STAMPING: E 51 1934
 RJ0362_MARK LOGO: CGS
 RJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0362+STABILITY: SURFACE MOTION
 RJ0362
 RJ0362  HISTORY     - Date     Condition        Report By
 RJ0362  HISTORY     - 1934     MONUMENTED       CGS
 RJ0362
 RJ0362                          STATION DESCRIPTION
 RJ0362
 RJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0362'6 MI SE FROM SOO JUNCTION.
 RJ0362'IN CHIPPEWA COUNTY, 6.0 MILES SOUTHEAST ALONG THE DULUTH, SOUTH
 RJ0362'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 7
 RJ0362'POLES SOUTHEAST OF MILEPOST 37, 7-1/2 RAILS SOUTHEAST OF BRIDGE
 RJ0362'36.87, 50 FEET SOUTHEAST OF AN ABANDONED BROWN SECTION HOUSE,
 RJ0362'30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 RJ0362'SOUTHWEST OF POLE 1515 E 19.  A STANDARD DISK, STAMPED E 51
 RJ0362'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 RJ0362'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0891 ***********************************************************************
 QK0891  DESIGNATION -  E 52 RESET
 QK0891  PID         -  QK0891
 QK0891  STATE/COUNTY-  MI/MACKINAC
 QK0891  COUNTRY     -  US
 QK0891  USGS QUAD   -  SAINT IGNACE (2017)
 QK0891
 QK0891                         *CURRENT SURVEY CONTROL
 QK0891  ______________________________________________________________________
 QK0891* NAD 83(1986) POSITION- 45 52 05.3    (N) 084 43 26.6    (W)   HD_HELD2
 QK0891* NAVD 88 ORTHO HEIGHT -   179.54  (meters)      589.0   (feet) RESET
 QK0891  ______________________________________________________________________
 QK0891  GEOID HEIGHT    -        -35.383 (meters)                     GEOID18
 QK0891  VERT ORDER      -  THIRD
 QK0891
 QK0891.The horizontal coordinates were established by autonomous hand held GPS
 QK0891.observations and have an estimated accuracy of +/- 10 meters.
 QK0891
 QK0891.The orthometric height was computed from unverified reset data.
 QK0891
 QK0891.No vertical observational check was made to the station.
 QK0891
 QK0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0891.GEOID18 height accuracy estimate available here.
 QK0891
 QK0891.Click photographs - Photos may exist for this station.
 QK0891
 QK0891;                    North         East    Units  Estimated Accuracy
 QK0891;SPC MI N     -   123,107.    8,176,684.      MT  (+/- 10 meters HH2 GPS)
 QK0891
 QK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7664881915(NAD 83)
 QK0891
 QK0891                          SUPERSEDED SURVEY CONTROL
 QK0891
 QK0891  NGVD 29 (02/05/16)  179.58   (m)          589.2    (f) RESET       3  
 QK0891
 QK0891.Superseded values are not recommended for survey control.
 QK0891
 QK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0891.See file dsdata.pdf to determine how the superseded data were derived.
 QK0891
 QK0891_MARKER: DV = VERTICAL CONTROL DISK
 QK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0891_STAMPING: E 52 RESET 1985
 QK0891_MARK LOGO: NGS
 QK0891_PROJECTION: RECESSED 15 CENTIMETERS
 QK0891_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0891+STABILITY: SURFACE MOTION
 QK0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0891+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 QK0891
 QK0891  HISTORY     - Date     Condition        Report By
 QK0891  HISTORY     - 1985     MONUMENTED       MIDT
 QK0891  HISTORY     - 19950701 GOOD             USPSQD
 QK0891  HISTORY     - 20010331 GOOD             NGS
 QK0891  HISTORY     - 20020605 GOOD             MIDT
 QK0891  HISTORY     - 20030606 GOOD             USPSQD
 QK0891  HISTORY     - 20060830 GOOD             USPSQD
 QK0891  HISTORY     - 20170810 GOOD             MIDT
 QK0891
 QK0891                          STATION DESCRIPTION
 QK0891
 QK0891'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 QK0891'IN ST. IGNACE, IN THE GRASSY AREA OF OLD STATE DOCK NUMBER 1.  IT IS
 QK0891'2 FT (0.6 M) SOUTH OF A FIELD STONE WALL, 40 FT (12.2 M) NORTH OF
 QK0891'EXIT FROM THE FERRY DOCK AND 71 FT (21.6 M) EAST OF THE CENTERLINE OF
 QK0891'BUSINESS I-75 (NORTH STATE STREET).  DESCRIBED BY NEIL E. HILL,
 QK0891'MDOT.
 QK0891
 QK0891                          STATION RECOVERY (1995)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2001)
 QK0891
 QK0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0891'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0891
 QK0891                          STATION RECOVERY (2002)
 QK0891
 QK0891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2003)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2006)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2017)
 QK0891
 QK0891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 QK0891'THE MARK IS LOCATED IN THE FLOWER GARDEN ON THE NORTHERLY SIDE OF THE
 QK0891'EXIT DRIVE FROM FERRY DOCK NUMBER TWO, 2.6 FT (0.8 M) SOUTHEAST OF THE
 QK0891'SOUTHEAST SIDE OF A FIELD STONE WALL (2 FEET WIDE BY 2.5 FT (0.8 M)
 QK0891'HIGH), 36 FT (11.0 M) NORTHEAST OF THE NORTHEAST SIDE OF A FIELD STONE
 QK0891'WALL ALONG STATE STREET, 2.8 FT (0.9 M) NORTHWEST OF THE FACE OF POWER
 QK0891'POLE 6MA AND 0.4 FT (12 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
 QK0891'THE DISK IS SET IN THE TOP OF A 9-INCH (23 CM) DIAMETER CONCRETE
 QK0891'MONUMENT.  SET A 1/2-INCH (13 MM) REBAR ALONG THE NORTHWEST SIDE OF
 QK0891'THE MONUMENT TO CREATE A MAGNETIC DRAW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0344 ***********************************************************************
 RJ0344  DESIGNATION -  E 53
 RJ0344  PID         -  RJ0344
 RJ0344  STATE/COUNTY-  MI/CHIPPEWA
 RJ0344  COUNTRY     -  US
 RJ0344  USGS QUAD   -  TROUT LAKE (2017)
 RJ0344
 RJ0344                         *CURRENT SURVEY CONTROL
 RJ0344  ______________________________________________________________________
 RJ0344* NAD 83(1986) POSITION- 46 11 30.5    (N) 085 01 57.9    (W)   HD_HELD2
 RJ0344* NAVD 88 ORTHO HEIGHT -   253.421 (meters)      831.43  (feet) ADJUSTED
 RJ0344  ______________________________________________________________________
 RJ0344  GEOID HEIGHT    -        -35.164 (meters)                     GEOID18
 RJ0344  DYNAMIC HEIGHT  -        253.436 (meters)      831.48  (feet) COMP
 RJ0344  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 RJ0344
 RJ0344  VERT ORDER      -  SECOND    CLASS 0
 RJ0344
 RJ0344.The horizontal coordinates were established by autonomous hand held GPS
 RJ0344.observations and have an estimated accuracy of +/- 10 meters.
 RJ0344
 RJ0344.The orthometric height was determined by differential leveling and
 RJ0344.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0344.in June 1991.
 RJ0344
 RJ0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0344.GEOID18 height accuracy estimate available here.
 RJ0344
 RJ0344.Click photographs - Photos may exist for this station.
 RJ0344
 RJ0344.The dynamic height is computed by dividing the NAVD 88
 RJ0344.geopotential number by the normal gravity value computed on the
 RJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0344.degrees latitude (g = 980.6199 gals.).
 RJ0344
 RJ0344.The modeled gravity was interpolated from observed gravity values.
 RJ0344
 RJ0344;                    North         East    Units  Estimated Accuracy
 RJ0344;SPC MI N     -   158,427.    8,151,832.      MT  (+/- 10 meters HH2 GPS)
 RJ0344
 RJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5180017239(NAD 83)
 RJ0344
 RJ0344                          SUPERSEDED SURVEY CONTROL
 RJ0344
 RJ0344  NGVD 29 (??/??/92)  253.411  (m)          831.40   (f) ADJ UNCH    2 0
 RJ0344
 RJ0344.Superseded values are not recommended for survey control.
 RJ0344
 RJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0344.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0344
 RJ0344_MARKER: DB = BENCH MARK DISK
 RJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0344_STAMPING: E 53 1934
 RJ0344_MARK LOGO: CGS
 RJ0344_PROJECTION: PROJECTING 15 CENTIMETERS
 RJ0344_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0344+STABILITY: SURFACE MOTION
 RJ0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0344+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 RJ0344
 RJ0344  HISTORY     - Date     Condition        Report By
 RJ0344  HISTORY     - 1934     MONUMENTED       CGS
 RJ0344  HISTORY     - 1938     GOOD             CGS
 RJ0344  HISTORY     - 20020909 GOOD             MIDT
 RJ0344  HISTORY     - 20021006 GOOD             INDIV
 RJ0344  HISTORY     - 20170920 GOOD             MIDT
 RJ0344
 RJ0344                          STATION DESCRIPTION
 RJ0344
 RJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0344'0.5 MI SW FROM TROUT LAKE.
 RJ0344'0.5 MILE SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RJ0344'STE. MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA
 RJ0344'COUNTY, 30 FEET WEST OF THE MAIN ENTRANCE TO THE BIRCH LODGE
 RJ0344'HOTEL, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 RJ0344'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RJ0344'E 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0344'6 INCHES ABOVE GROUND.
 RJ0344
 RJ0344                          STATION RECOVERY (2002)
 RJ0344
 RJ0344'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (SAS)
 RJ0344'0.60 MILES SOUTHWEST ALONG COUNTY ROAD H-40 FROM M-123 INTERSECTION
 RJ0344'(MAPLE ST. AND FRONT ST.) IN TROUT LAKE TO STATION ON LEFT. 30 FEET
 RJ0344'WEST OF THE BIRCH MOTEL GRAVEL DRIVE, 46.2 FEET SOUTH OF THE SOUTH
 RJ0344'RAIL OF RR TRACK, 1 FOOT NORTH OF THE R/W FENCE AND A FIBERGLASS
 RJ0344'WITNESS POST. SET 1/2 INCH REBAR ON NORTH SIDE OF CONCRETE MONUMENT.
 RJ0344
 RJ0344                          STATION RECOVERY (2002)
 RJ0344
 RJ0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DDB)
 RJ0344'ABOUT 5 FT OFF OF THE DRIVE WAY GOING INTO BIRCH LODGE.  RIGHT ON THE
 RJ0344'FENCE LINE.
 RJ0344
 RJ0344                          STATION RECOVERY (2017)
 RJ0344
 RJ0344'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (LEW)
 RJ0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0460 ***********************************************************************
 RJ0460  DESIGNATION -  E 54
 RJ0460  PID         -  RJ0460
 RJ0460  STATE/COUNTY-  MI/MACKINAC
 RJ0460  COUNTRY     -  US
 RJ0460  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0460
 RJ0460                         *CURRENT SURVEY CONTROL
 RJ0460  ______________________________________________________________________
 RJ0460* NAD 83(1986) POSITION- 46 02 26.     (N) 085 51 38.     (W)   SCALED
 RJ0460* NAVD 88 ORTHO HEIGHT -   206.863 (meters)      678.68  (feet) ADJUSTED
 RJ0460  ______________________________________________________________________
 RJ0460  GEOID HEIGHT    -        -34.992 (meters)                     GEOID18
 RJ0460  DYNAMIC HEIGHT  -        206.873 (meters)      678.72  (feet) COMP
 RJ0460  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 RJ0460
 RJ0460  VERT ORDER      -  SECOND    CLASS 0
 RJ0460
 RJ0460.The horizontal coordinates were scaled from a map and have
 RJ0460.an estimated accuracy of +/- 6 seconds.
 RJ0460
 RJ0460.The orthometric height was determined by differential leveling and
 RJ0460.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0460.in June 1991.
 RJ0460
 RJ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0460.GEOID18 height accuracy estimate available here.
 RJ0460
 RJ0460.Click photographs - Photos may exist for this station.
 RJ0460
 RJ0460.The dynamic height is computed by dividing the NAVD 88
 RJ0460.geopotential number by the normal gravity value computed on the
 RJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0460.degrees latitude (g = 980.6199 gals.).
 RJ0460
 RJ0460.The modeled gravity was interpolated from observed gravity values.
 RJ0460
 RJ0460;                    North         East    Units  Estimated Accuracy
 RJ0460;SPC MI N     -   140,370.    8,088,190.      MT  (+/- 180 meters Scaled)
 RJ0460
 RJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER881991(NAD 83)
 RJ0460
 RJ0460                          SUPERSEDED SURVEY CONTROL
 RJ0460
 RJ0460  NGVD 29 (??/??/92)  206.840  (m)          678.61   (f) ADJ UNCH    2 0
 RJ0460
 RJ0460.Superseded values are not recommended for survey control.
 RJ0460
 RJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0460.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0460
 RJ0460_MARKER: DB = BENCH MARK DISK
 RJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0460_STAMPING: E 54 1934
 RJ0460_MARK LOGO: CGS
 RJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0460+STABILITY: SURFACE MOTION
 RJ0460
 RJ0460  HISTORY     - Date     Condition        Report By
 RJ0460  HISTORY     - 1934     MONUMENTED       CGS
 RJ0460  HISTORY     - 1938     GOOD             CGS
 RJ0460
 RJ0460                          STATION DESCRIPTION
 RJ0460
 RJ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0460'8.4 MI E FROM GULLIVER.
 RJ0460'8.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0460'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0460'AT HUNTS SPUR, AT MILEAGE 406.8, AT A ROAD CROSSING, 55 FEET
 RJ0460'WEST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 RJ0460'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT WEST OF A CORNER
 RJ0460'FENCE POST.  A STANDARD DISK, STAMPED E 54 1934 AND SET IN THE
 RJ0460'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0065 ***********************************************************************
 RK0065  DESIGNATION -  E 55
 RK0065  PID         -  RK0065
 RK0065  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0065  COUNTRY     -  US
 RK0065  USGS QUAD   -  STEUBEN (2017)
 RK0065
 RK0065                         *CURRENT SURVEY CONTROL
 RK0065  ______________________________________________________________________
 RK0065* NAD 83(1986) POSITION- 46 13 03.     (N) 086 26 27.     (W)   SCALED
 RK0065* NAVD 88 ORTHO HEIGHT -   229.693 (meters)      753.58  (feet) ADJUSTED
 RK0065  ______________________________________________________________________
 RK0065  GEOID HEIGHT    -        -35.016 (meters)                     GEOID18
 RK0065  DYNAMIC HEIGHT  -        229.707 (meters)      753.63  (feet) COMP
 RK0065  MODELED GRAVITY -    980,670.4   (mgal)                       NAVD 88
 RK0065
 RK0065  VERT ORDER      -  SECOND    CLASS 0
 RK0065
 RK0065.The horizontal coordinates were scaled from a map and have
 RK0065.an estimated accuracy of +/- 6 seconds.
 RK0065
 RK0065.The orthometric height was determined by differential leveling and
 RK0065.adjusted by the NATIONAL GEODETIC SURVEY
 RK0065.in June 1991.
 RK0065
 RK0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0065.GEOID18 height accuracy estimate available here.
 RK0065
 RK0065.Click photographs - Photos may exist for this station.
 RK0065
 RK0065.The dynamic height is computed by dividing the NAVD 88
 RK0065.geopotential number by the normal gravity value computed on the
 RK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0065.degrees latitude (g = 980.6199 gals.).
 RK0065
 RK0065.The modeled gravity was interpolated from observed gravity values.
 RK0065
 RK0065;                    North         East    Units  Estimated Accuracy
 RK0065;SPC MI N     -   159,550.    8,043,140.      MT  (+/- 180 meters Scaled)
 RK0065
 RK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES431183(NAD 83)
 RK0065
 RK0065                          SUPERSEDED SURVEY CONTROL
 RK0065
 RK0065  NGVD 29 (??/??/92)  229.666  (m)          753.50   (f) ADJ UNCH    2 0
 RK0065
 RK0065.Superseded values are not recommended for survey control.
 RK0065
 RK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0065.See file dsdata.pdf to determine how the superseded data were derived.
 RK0065
 RK0065_MARKER: DB = BENCH MARK DISK
 RK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0065_STAMPING: E 55 1934
 RK0065_MARK LOGO: CGS
 RK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0065+STABILITY: SURFACE MOTION
 RK0065
 RK0065  HISTORY     - Date     Condition        Report By
 RK0065  HISTORY     - 1934     MONUMENTED       CGS
 RK0065  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0065
 RK0065                          STATION DESCRIPTION
 RK0065
 RK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0065'10.1 MI S FROM SHINGLETON.
 RK0065'IN SCHOOLCRAFT COUNTY, 10.1 MILES SOUTH ALONG STATE HIGHWAY
 RK0065'94 FROM SHINGLETON, ALGER COUNTY, 54 FEET NORTH OF A ROAD LEADING
 RK0065'EAST, 42 FEET NORTH OF A ROAD LEADING WEST, 21 FEET WEST OF THE
 RK0065'CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTHWEST OF A 15-INCH
 RK0065'BEECH TREE.  A STANDARD DISK, STAMPED E 55 1934 AND SET
 RK0065'IN THE TOP OF A CONCRETE POST.
 RK0065
 RK0065                          STATION RECOVERY (1980)
 RK0065
 RK0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0065'RD IN AREA HAS BEEN REBUILT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0015 ***********************************************************************
 QL0015  DESIGNATION -  E 56
 QL0015  PID         -  QL0015
 QL0015  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0015  COUNTRY     -  US
 QL0015  USGS QUAD   -  COOKS (2017)
 QL0015
 QL0015                         *CURRENT SURVEY CONTROL
 QL0015  ______________________________________________________________________
 QL0015* NAD 83(1986) POSITION- 45 55 07.     (N) 086 24 55.     (W)   SCALED
 QL0015* NAVD 88 ORTHO HEIGHT -   222.717 (meters)      730.70  (feet) ADJUSTED
 QL0015  ______________________________________________________________________
 QL0015  GEOID HEIGHT    -        -35.481 (meters)                     GEOID18
 QL0015  DYNAMIC HEIGHT  -        222.721 (meters)      730.71  (feet) COMP
 QL0015  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 QL0015
 QL0015  VERT ORDER      -  SECOND    CLASS 0
 QL0015
 QL0015.The horizontal coordinates were scaled from a map and have
 QL0015.an estimated accuracy of +/- 6 seconds.
 QL0015
 QL0015.The orthometric height was determined by differential leveling and
 QL0015.adjusted by the NATIONAL GEODETIC SURVEY
 QL0015.in June 1991.
 QL0015
 QL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0015.GEOID18 height accuracy estimate available here.
 QL0015
 QL0015.Click photographs - Photos may exist for this station.
 QL0015
 QL0015.The dynamic height is computed by dividing the NAVD 88
 QL0015.geopotential number by the normal gravity value computed on the
 QL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0015.degrees latitude (g = 980.6199 gals.).
 QL0015
 QL0015.The modeled gravity was interpolated from observed gravity values.
 QL0015
 QL0015;                    North         East    Units  Estimated Accuracy
 QL0015;SPC MI N     -   126,350.    8,045,360.      MT  (+/- 180 meters Scaled)
 QL0015
 QL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER453851(NAD 83)
 QL0015
 QL0015                          SUPERSEDED SURVEY CONTROL
 QL0015
 QL0015  NGVD 29 (??/??/92)  222.700  (m)          730.64   (f) ADJ UNCH    2 0
 QL0015
 QL0015.Superseded values are not recommended for survey control.
 QL0015
 QL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0015.See file dsdata.pdf to determine how the superseded data were derived.
 QL0015
 QL0015_MARKER: DB = BENCH MARK DISK
 QL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0015_STAMPING: E 56 1934
 QL0015_MARK LOGO: CGS
 QL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0015+STABILITY: SURFACE MOTION
 QL0015
 QL0015  HISTORY     - Date     Condition        Report By
 QL0015  HISTORY     - 1934     MONUMENTED       CGS
 QL0015  HISTORY     - 1958     MARK NOT FOUND   CGS
 QL0015  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0015
 QL0015                          STATION DESCRIPTION
 QL0015
 QL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QL0015'8.7 MI W FROM MANISTIQUE.
 QL0015'8.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0015'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0015'COUNTY, 80 FEET WEST OF MILEPOST 378, 24 FEET SOUTH OF THE
 QL0015'CENTERLINE OF THE TRACK, AND 78 FEET EAST OF A POLE.  A STANDARD
 QL0015'DISK, STAMPED E 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0015
 QL0015                          STATION RECOVERY (1980)
 QL0015
 QL0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0015'SEARCHED FOR BUT NOT FOUND, MARK ALSO NOT FOUND IN 1958.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0391 ***********************************************************************
 QL0391  DESIGNATION -  E 57
 QL0391  PID         -  QL0391
 QL0391  STATE/COUNTY-  MI/MENOMINEE
 QL0391  COUNTRY     -  US
 QL0391  USGS QUAD   -  CUNARD (2017)
 QL0391
 QL0391                         *CURRENT SURVEY CONTROL
 QL0391  ______________________________________________________________________
 QL0391* NAD 83(1986) POSITION- 45 41 52.     (N) 087 39 59.     (W)   SCALED
 QL0391* NAVD 88 ORTHO HEIGHT -   278.335 (meters)      913.17  (feet) ADJUSTED
 QL0391  ______________________________________________________________________
 QL0391  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 QL0391  DYNAMIC HEIGHT  -        278.331 (meters)      913.16  (feet) COMP
 QL0391  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 QL0391
 QL0391  VERT ORDER      -  SECOND    CLASS 0
 QL0391
 QL0391.The horizontal coordinates were scaled from a map and have
 QL0391.an estimated accuracy of +/- 6 seconds.
 QL0391
 QL0391.The orthometric height was determined by differential leveling and
 QL0391.adjusted by the NATIONAL GEODETIC SURVEY
 QL0391.in June 1991.
 QL0391
 QL0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0391.GEOID18 height accuracy estimate available here.
 QL0391
 QL0391.Click photographs - Photos may exist for this station.
 QL0391
 QL0391.The dynamic height is computed by dividing the NAVD 88
 QL0391.geopotential number by the normal gravity value computed on the
 QL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0391.degrees latitude (g = 980.6199 gals.).
 QL0391
 QL0391.The modeled gravity was interpolated from observed gravity values.
 QL0391
 QL0391;                    North         East    Units  Estimated Accuracy
 QL0391;SPC MI N     -   101,850.    7,948,100.      MT  (+/- 180 meters Scaled)
 QL0391
 QL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR481606(NAD 83)
 QL0391
 QL0391                          SUPERSEDED SURVEY CONTROL
 QL0391
 QL0391  NGVD 29 (??/??/92)  278.351  (m)          913.22   (f) ADJ UNCH    2 0
 QL0391
 QL0391.Superseded values are not recommended for survey control.
 QL0391
 QL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0391.See file dsdata.pdf to determine how the superseded data were derived.
 QL0391
 QL0391_MARKER: DB = BENCH MARK DISK
 QL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0391_STAMPING: E 57 1934
 QL0391_MARK LOGO: CGS
 QL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0391+STABILITY: SURFACE MOTION
 QL0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0391+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1996
 QL0391
 QL0391  HISTORY     - Date     Condition        Report By
 QL0391  HISTORY     - 1934     MONUMENTED       CGS
 QL0391  HISTORY     - 19960423 MARK NOT FOUND   MIDT
 QL0391
 QL0391                          STATION DESCRIPTION
 QL0391
 QL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0391'4.6 MI E FROM FAITHORN.
 QL0391'4.6 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0391'MARIE RAILROAD FROM THE STATION AT FAITHORN, MENOMINEE COUNTY,
 QL0391'AT MILEAGE 307.6, AT A ROAD CROSSING, 42 FEET NORTH OF THE
 QL0391'CENTERLINE OF THE MAIN TRACK, 28 FEET WEST OF THE CENTERLINE
 QL0391'OF THE ROAD, AND 2 FEET EAST OF A FENCE CORNER.  A STANDARD
 QL0391'DISK, STAMPED E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0391
 QL0391                          STATION RECOVERY (1996)
 QL0391
 QL0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0007 ***********************************************************************
 RM0007  DESIGNATION -  E 58
 RM0007  PID         -  RM0007
 RM0007  STATE/COUNTY-  MI/GOGEBIC
 RM0007  COUNTRY     -  US
 RM0007  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0007
 RM0007                         *CURRENT SURVEY CONTROL
 RM0007  ______________________________________________________________________
 RM0007* NAD 83(1986) POSITION- 46 30 39.21   (N) 090 10 00.20   (W)   HD_HELD1
 RM0007* NAVD 88 ORTHO HEIGHT -   367.284 (meters)     1205.00  (feet) ADJUSTED
 RM0007  ______________________________________________________________________
 RM0007  GEOID HEIGHT    -        -30.602 (meters)                     GEOID18
 RM0007  DYNAMIC HEIGHT  -        367.311 (meters)     1205.09  (feet) COMP
 RM0007  MODELED GRAVITY -    980,678.1   (mgal)                       NAVD 88
 RM0007
 RM0007  VERT ORDER      -  SECOND    CLASS I
 RM0007
 RM0007.The horizontal coordinates were determined by differentially corrected
 RM0007.hand held GPS observations or other comparable positioning techniques
 RM0007.and have an estimated accuracy of +/- 3 meters.
 RM0007
 RM0007.The orthometric height was determined by differential leveling and
 RM0007.adjusted by the NATIONAL GEODETIC SURVEY
 RM0007.in December 2018.
 RM0007
 RM0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0007.GEOID18 height accuracy estimate available here.
 RM0007
 RM0007.Click photographs - Photos may exist for this station.
 RM0007
 RM0007.The dynamic height is computed by dividing the NAVD 88
 RM0007.geopotential number by the normal gravity value computed on the
 RM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0007.degrees latitude (g = 980.6199 gals.).
 RM0007
 RM0007.The modeled gravity was interpolated from observed gravity values.
 RM0007
 RM0007;                    North         East    Units  Estimated Accuracy
 RM0007;SPC MI N     -   196,862.2   7,757,049.1     MT  (+/- 3 meters HH1 GPS) 
 RM0007
 RM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1735454714(NAD 83)
 RM0007
 RM0007                          SUPERSEDED SURVEY CONTROL
 RM0007
 RM0007  NAVD 88 (06/15/91)  367.271  (m)         1204.95   (f) SUPERSEDED  1 2
 RM0007  NGVD 29 (??/??/92)  367.288  (m)         1205.01   (f) ADJ UNCH    1 2
 RM0007
 RM0007.Superseded values are not recommended for survey control.
 RM0007
 RM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0007.See file dsdata.pdf to determine how the superseded data were derived.
 RM0007
 RM0007_MARKER: DB = BENCH MARK DISK
 RM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0007_STAMPING: E 58 1934
 RM0007_MARK LOGO: CGS
 RM0007_PROJECTION: PROJECTING 30 CENTIMETERS
 RM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0007+STABILITY: SURFACE MOTION
 RM0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0007+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 RM0007
 RM0007  HISTORY     - Date     Condition        Report By
 RM0007  HISTORY     - 1934     MONUMENTED       CGS
 RM0007  HISTORY     - 1948     GOOD             CGS
 RM0007  HISTORY     - 1964     GOOD             CGS
 RM0007  HISTORY     - 1982     GOOD             NGS
 RM0007  HISTORY     - 1987     GOOD             USPSQD
 RM0007  HISTORY     - 20030822 GOOD             USPSQD
 RM0007  HISTORY     - 20180710 GOOD             WIDT
 RM0007
 RM0007                          STATION DESCRIPTION
 RM0007
 RM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0007'0.5 MI W FROM NORTH IRONWOOD.
 RM0007'ABOUT 0.5 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0007'RAILWAY FROM THE STATION AT NORTH IRONWOOD, SET IN THE NORTHWEST
 RM0007'ANGLE OF A NORTH-SOUTH GRAVEL ROAD, 66 FEET NORTH OF THE NORTH
 RM0007'RAIL, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 RM0007'WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2.5
 RM0007'FEET WEST OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE
 RM0007'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 RM0007
 RM0007                          STATION RECOVERY (1964)
 RM0007
 RM0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (1982)
 RM0007
 RM0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (1987)
 RM0007
 RM0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (2003)
 RM0007
 RM0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0007'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 51 FEET
 RM0007'NORTHWEST OF A --RAILROAD CROSSING-- SIGN AND PROJECTS ABOUT 11 INCHES
 RM0007'ABOVE GROUND LEVEL.  NOTE-- THE GRAVEL ROAD DESCRIBED IN 1948 IS NOW
 RM0007'PAVED AND NAMED PUMP STATION ROAD.  AN EVERGREEN TREE TO THE WEST MAY
 RM0007'OBSTRUCT SATELLITE OBSERVATIONS.  THERE IS NO WITNESS POST PRESENT.
 RM0007
 RM0007                          STATION RECOVERY (2018)
 RM0007
 RM0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0228 ***********************************************************************
 RL0228  DESIGNATION -  E 59
 RL0228  PID         -  RL0228
 RL0228  STATE/COUNTY-  MI/IRON
 RL0228  COUNTRY     -  US
 RL0228  USGS QUAD   -  AMASA (2017)
 RL0228
 RL0228                         *CURRENT SURVEY CONTROL
 RL0228  ______________________________________________________________________
 RL0228* NAD 83(1986) POSITION- 46 13 58.37   (N) 088 27 01.51   (W)   HD_HELD1
 RL0228* NAVD 88 ORTHO HEIGHT -   439.080 (meters)     1440.55  (feet) ADJUSTED
 RL0228  ______________________________________________________________________
 RL0228  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 RL0228  DYNAMIC HEIGHT  -        439.093 (meters)     1440.59  (feet) COMP
 RL0228  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 RL0228
 RL0228  VERT ORDER      -  SECOND    CLASS 0
 RL0228
 RL0228.The horizontal coordinates were determined by differentially corrected
 RL0228.hand held GPS observations or other comparable positioning techniques
 RL0228.and have an estimated accuracy of +/- 3 meters.
 RL0228
 RL0228.The orthometric height was determined by differential leveling and
 RL0228.adjusted by the NATIONAL GEODETIC SURVEY
 RL0228.in June 1991.
 RL0228
 RL0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0228.GEOID18 height accuracy estimate available here.
 RL0228
 RL0228.Click photographs - Photos may exist for this station.
 RL0228
 RL0228.The dynamic height is computed by dividing the NAVD 88
 RL0228.geopotential number by the normal gravity value computed on the
 RL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0228.degrees latitude (g = 980.6199 gals.).
 RL0228
 RL0228.The modeled gravity was interpolated from observed gravity values.
 RL0228
 RL0228;                    North         East    Units  Estimated Accuracy
 RL0228;SPC MI N     -   162,131.9   7,888,135.1     MT  (+/- 3 meters HH1 GPS) 
 RL0228
 RL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8816320945(NAD 83)
 RL0228
 RL0228                          SUPERSEDED SURVEY CONTROL
 RL0228
 RL0228  NGVD 29 (??/??/92)  439.070  (m)         1440.52   (f) ADJ UNCH    2 0
 RL0228
 RL0228.Superseded values are not recommended for survey control.
 RL0228
 RL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0228.See file dsdata.pdf to determine how the superseded data were derived.
 RL0228
 RL0228_MARKER: DB = BENCH MARK DISK
 RL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0228_STAMPING: E 59 1934
 RL0228_MARK LOGO: CGS
 RL0228_PROJECTION: FLUSH
 RL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0228+STABILITY: SURFACE MOTION
 RL0228
 RL0228  HISTORY     - Date     Condition        Report By
 RL0228  HISTORY     - 1934     MONUMENTED       CGS
 RL0228  HISTORY     - 1948     GOOD             CGS
 RL0228
 RL0228                          STATION DESCRIPTION
 RL0228
 RL0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0228'AT AMASA.
 RL0228'AT AMASA, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0228'RAILWAY STATION, 108 FEET NORTHWEST AND ACROSS THE TRACK AND A
 RL0228'STREET FROM THE NORTHWEST CORNER OF THE STATION BUILDING, 60.4
 RL0228'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 18 FEET WEST
 RL0228'OF THE CENTER LINE OF A BLACK TOP STREET, 1.5 FEET EAST OF A
 RL0228'WIRE FENCE, 6 FEET NORTH OF A FENCE CORNER, 5 FEET SOUTH OF
 RL0228'POWER POLE NO. 17084, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 RL0228'POST, ABOUT FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0198 ***********************************************************************
 RL0198  DESIGNATION -  E 60
 RL0198  PID         -  RL0198
 RL0198  STATE/COUNTY-  MI/DICKINSON
 RL0198  COUNTRY     -  US
 RL0198  USGS QUAD   -  CHANNING (2017)
 RL0198
 RL0198                         *CURRENT SURVEY CONTROL
 RL0198  ______________________________________________________________________
 RL0198* NAD 83(1986) POSITION- 46 07 31.     (N) 088 05 29.     (W)   SCALED
 RL0198* NAVD 88 ORTHO HEIGHT -   413.240 (meters)     1355.77  (feet) ADJUSTED
 RL0198  ______________________________________________________________________
 RL0198  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 RL0198  DYNAMIC HEIGHT  -        413.236 (meters)     1355.76  (feet) COMP
 RL0198  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 RL0198
 RL0198  VERT ORDER      -  SECOND    CLASS 0
 RL0198
 RL0198.The horizontal coordinates were scaled from a map and have
 RL0198.an estimated accuracy of +/- 6 seconds.
 RL0198
 RL0198.The orthometric height was determined by differential leveling and
 RL0198.adjusted by the NATIONAL GEODETIC SURVEY
 RL0198.in June 1991.
 RL0198
 RL0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0198.GEOID18 height accuracy estimate available here.
 RL0198
 RL0198.Click photographs - Photos may exist for this station.
 RL0198
 RL0198.The dynamic height is computed by dividing the NAVD 88
 RL0198.geopotential number by the normal gravity value computed on the
 RL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0198.degrees latitude (g = 980.6199 gals.).
 RL0198
 RL0198.The modeled gravity was interpolated from observed gravity values.
 RL0198
 RL0198;                    North         East    Units  Estimated Accuracy
 RL0198;SPC MI N     -   149,730.    7,915,660.      MT  (+/- 180 meters Scaled)
 RL0198
 RL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS156085(NAD 83)
 RL0198
 RL0198                          SUPERSEDED SURVEY CONTROL
 RL0198
 RL0198  NGVD 29 (??/??/92)  413.215  (m)         1355.69   (f) ADJ UNCH    2 0
 RL0198
 RL0198.Superseded values are not recommended for survey control.
 RL0198
 RL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0198.See file dsdata.pdf to determine how the superseded data were derived.
 RL0198
 RL0198_MARKER: DB = BENCH MARK DISK
 RL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0198_STAMPING: E 60 1934
 RL0198_MARK LOGO: CGS
 RL0198_PROJECTION: PROJECTING 18 CENTIMETERS
 RL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0198+STABILITY: SURFACE MOTION
 RL0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0198+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 RL0198
 RL0198  HISTORY     - Date     Condition        Report By
 RL0198  HISTORY     - 1934     MONUMENTED       CGS
 RL0198  HISTORY     - 20090602 GOOD             MIDT
 RL0198
 RL0198                          STATION DESCRIPTION
 RL0198
 RL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0198'2.8 MI N FROM SAGOLA.
 RL0198'2.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0198'PACIFIC RAILROAD FROM THE STATION AT SAGOLA, DICKINSON COUNTY,
 RL0198'AT MILEAGE 314.2, 36 FEET EAST OF THE CENTERLINE OF THE MAIN
 RL0198'TRACK, 9 FEET WEST OF A FENCE, AND 21 FEET SOUTH OF A POLE.
 RL0198'A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A
 RL0198'CONCRETE POST.
 RL0198
 RL0198                          STATION RECOVERY (2009)
 RL0198
 RL0198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0198'TO REACH FROM THE INTERSECTION OF CR426 AND M95 IN CHANNING, TRAVEL
 RL0198'SOUTH ON M95 0.90 MI (1.4 KM) TO STATION ON THE RIGHT.
 RL0198'
 RL0198'THE STATION IS LOCATED ABOUT RECOVERED AS DESCRIBED EXCEPT, 0.26 MI
 RL0198'(0.4 KM) NORTH OF MILE MARKER 314, 17 M (55.8 FT) SOUTH OF CENTERLINE
 RL0198'OF DRIVE TO HOUSES N11152 AND N11150 EXTENDED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0347 ***********************************************************************
 RK0347  DESIGNATION -  E 61
 RK0347  PID         -  RK0347
 RK0347  STATE/COUNTY-  MI/MARQUETTE
 RK0347  COUNTRY     -  US
 RK0347  USGS QUAD   -  CHAMPION (2017)
 RK0347
 RK0347                         *CURRENT SURVEY CONTROL
 RK0347  ______________________________________________________________________
 RK0347* NAD 83(1986) POSITION- 46 30 17.     (N) 087 57 16.     (W)   SCALED
 RK0347* NAVD 88 ORTHO HEIGHT -   497.386 (meters)     1631.84  (feet) ADJUSTED
 RK0347  ______________________________________________________________________
 RK0347  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 RK0347  DYNAMIC HEIGHT  -        497.408 (meters)     1631.91  (feet) COMP
 RK0347  MODELED GRAVITY -    980,643.3   (mgal)                       NAVD 88
 RK0347
 RK0347  VERT ORDER      -  SECOND    CLASS 0
 RK0347
 RK0347.The horizontal coordinates were scaled from a map and have
 RK0347.an estimated accuracy of +/- 6 seconds.
 RK0347
 RK0347.The orthometric height was determined by differential leveling and
 RK0347.adjusted by the NATIONAL GEODETIC SURVEY
 RK0347.in June 1991.
 RK0347
 RK0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0347.GEOID18 height accuracy estimate available here.
 RK0347
 RK0347.Click photographs - Photos may exist for this station.
 RK0347
 RK0347.The dynamic height is computed by dividing the NAVD 88
 RK0347.geopotential number by the normal gravity value computed on the
 RK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0347.degrees latitude (g = 980.6199 gals.).
 RK0347
 RK0347.The modeled gravity was interpolated from observed gravity values.
 RK0347
 RK0347;                    North         East    Units  Estimated Accuracy
 RK0347;SPC MI N     -   191,760.    7,926,750.      MT  (+/- 180 meters Scaled)
 RK0347
 RK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267505(NAD 83)
 RK0347
 RK0347                          SUPERSEDED SURVEY CONTROL
 RK0347
 RK0347  NGVD 29 (??/??/92)  497.317  (m)         1631.61   (f) ADJ UNCH    2 0
 RK0347
 RK0347.Superseded values are not recommended for survey control.
 RK0347
 RK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0347.See file dsdata.pdf to determine how the superseded data were derived.
 RK0347
 RK0347_MARKER: DB = BENCH MARK DISK
 RK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0347_STAMPING: E 61 1934
 RK0347_MARK LOGO: CGS
 RK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0347+STABILITY: SURFACE MOTION
 RK0347
 RK0347  HISTORY     - Date     Condition        Report By
 RK0347  HISTORY     - 1934     MONUMENTED       CGS
 RK0347  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0347  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0347
 RK0347                          STATION DESCRIPTION
 RK0347
 RK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0347'0.8 MI S FROM CHAMPION.
 RK0347'0.8 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0347'PACIFIC RAILROAD FROM CHAMPION, MARQUETTE COUNTY, AT WABIK, AT
 RK0347'THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, 0.2 MILE
 RK0347'NORTH OF A HIGHWAY CROSSING, AND 12 FEET WEST OF THE NEAREST
 RK0347'RAIL.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP
 RK0347'OF A CONCRETE POST.
 RK0347
 RK0347                          STATION RECOVERY (1982)
 RK0347
 RK0347'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0347'MARK NOT FOUND.
 RK0347
 RK0347                          STATION RECOVERY (1985)
 RK0347
 RK0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0068 ***********************************************************************
 RL0068  DESIGNATION -  E 62
 RL0068  PID         -  RL0068
 RL0068  STATE/COUNTY-  MI/HOUGHTON
 RL0068  COUNTRY     -  US
 RL0068  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL0068
 RL0068                         *CURRENT SURVEY CONTROL
 RL0068  ______________________________________________________________________
 RL0068* NAD 83(1986) POSITION- 46 58 45.49   (N) 088 26 29.35   (W)   HD_HELD1
 RL0068* NAVD 88 ORTHO HEIGHT -   183.961 (meters)      603.55  (feet) ADJUSTED
 RL0068  ______________________________________________________________________
 RL0068  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 RL0068  DYNAMIC HEIGHT  -        183.973 (meters)      603.58  (feet) COMP
 RL0068  MODELED GRAVITY -    980,677.1   (mgal)                       NAVD 88
 RL0068
 RL0068  VERT ORDER      -  FIRST     CLASS II
 RL0068
 RL0068.The horizontal coordinates were determined by differentially corrected
 RL0068.hand held GPS observations or other comparable positioning techniques
 RL0068.and have an estimated accuracy of +/- 3 meters.
 RL0068
 RL0068.The orthometric height was determined by differential leveling and
 RL0068.adjusted by the NATIONAL GEODETIC SURVEY
 RL0068.in June 1991.
 RL0068
 RL0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0068.GEOID18 height accuracy estimate available here.
 RL0068
 RL0068.Click photographs - Photos may exist for this station.
 RL0068
 RL0068.The dynamic height is computed by dividing the NAVD 88
 RL0068.geopotential number by the normal gravity value computed on the
 RL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0068.degrees latitude (g = 980.6199 gals.).
 RL0068
 RL0068.The modeled gravity was interpolated from observed gravity values.
 RL0068
 RL0068;                    North         East    Units  Estimated Accuracy
 RL0068;SPC MI N     -   245,074.0   7,890,332.7     MT  (+/- 3 meters HH1 GPS) 
 RL0068
 RL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9036803872(NAD 83)
 RL0068
 RL0068                          SUPERSEDED SURVEY CONTROL
 RL0068
 RL0068  NGVD 29 (??/??/92)  183.954  (m)          603.52   (f) ADJ UNCH    1 2
 RL0068
 RL0068.Superseded values are not recommended for survey control.
 RL0068
 RL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0068.See file dsdata.pdf to determine how the superseded data were derived.
 RL0068
 RL0068_MARKER: DB = BENCH MARK DISK
 RL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0068_STAMPING: E 62 1934
 RL0068_MARK LOGO: CGS
 RL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0068+STABILITY: SURFACE MOTION
 RL0068
 RL0068  HISTORY     - Date     Condition        Report By
 RL0068  HISTORY     - 1934     MONUMENTED       CGS
 RL0068  HISTORY     - 1952     MARK NOT FOUND   CGS
 RL0068  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0068
 RL0068                          STATION DESCRIPTION
 RL0068
 RL0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RL0068'AT PORTAGE ENTRY.
 RL0068'AT PORTAGE ENTRY, HOUGHTON COUNTY, IN FRONT OF THE TWO-STORY
 RL0068'WHITE HOUSE BELONGING TO ARTHUR TORNALA, JUST INSIDE OF THE
 RL0068'YARD FENCE, AND 13 FEET EAST OF THE YARD GATE.  A STANDARD
 RL0068'DISK, STAMPED E 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0068'NOTE-- IMMEDIATE VICINITY OF MARK HAS BEEN FILLED WITH ABOUT
 RL0068'A 3 FOOT FILL.  RESIDENTS SAY THE MARK WAS NOT DISTURBED AND IS
 RL0068'STILL INTACT.  NO EFFORT WAS MADE TO VERIFY THEM DUE TO THE
 RL0068'MARK BEING IN A HOUSE LAWN.
 RL0068
 RL0068                          STATION RECOVERY (1996)
 RL0068
 RL0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0068'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0283 ***********************************************************************
 RL0283  DESIGNATION -  E 63
 RL0283  PID         -  RL0283
 RL0283  STATE/COUNTY-  MI/IRON
 RL0283  COUNTRY     -  US
 RL0283  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0283
 RL0283                         *CURRENT SURVEY CONTROL
 RL0283  ______________________________________________________________________
 RL0283* NAD 83(1986) POSITION- 46 13 28.     (N) 088 53 49.     (W)   SCALED
 RL0283* NAVD 88 ORTHO HEIGHT -   496.218 (meters)     1628.01  (feet) ADJUSTED
 RL0283  ______________________________________________________________________
 RL0283  GEOID HEIGHT    -        -31.666 (meters)                     GEOID18
 RL0283  DYNAMIC HEIGHT  -        496.226 (meters)     1628.03  (feet) COMP
 RL0283  MODELED GRAVITY -    980,614.9   (mgal)                       NAVD 88
 RL0283
 RL0283  VERT ORDER      -  SECOND    CLASS 0
 RL0283
 RL0283.The horizontal coordinates were scaled from a map and have
 RL0283.an estimated accuracy of +/- 6 seconds.
 RL0283
 RL0283.The orthometric height was determined by differential leveling and
 RL0283.adjusted by the NATIONAL GEODETIC SURVEY
 RL0283.in June 1991.
 RL0283
 RL0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0283.GEOID18 height accuracy estimate available here.
 RL0283
 RL0283.Click photographs - Photos may exist for this station.
 RL0283
 RL0283.The dynamic height is computed by dividing the NAVD 88
 RL0283.geopotential number by the normal gravity value computed on the
 RL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0283.degrees latitude (g = 980.6199 gals.).
 RL0283
 RL0283.The modeled gravity was interpolated from observed gravity values.
 RL0283
 RL0283;                    North         East    Units  Estimated Accuracy
 RL0283;SPC MI N     -   161,920.    7,853,680.      MT  (+/- 180 meters Scaled)
 RL0283
 RL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS537207(NAD 83)
 RL0283
 RL0283                          SUPERSEDED SURVEY CONTROL
 RL0283
 RL0283  NGVD 29 (??/??/92)  496.234  (m)         1628.06   (f) ADJ UNCH    2 0
 RL0283
 RL0283.Superseded values are not recommended for survey control.
 RL0283
 RL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0283.See file dsdata.pdf to determine how the superseded data were derived.
 RL0283
 RL0283_MARKER: DB = BENCH MARK DISK
 RL0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0283_STAMPING: E 63 1934
 RL0283_MARK LOGO: CGS
 RL0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0283+STABILITY: SURFACE MOTION
 RL0283
 RL0283  HISTORY     - Date     Condition        Report By
 RL0283  HISTORY     - 1934     MONUMENTED       CGS
 RL0283  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0283  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0283
 RL0283                          STATION DESCRIPTION
 RL0283
 RL0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0283'0.7 MI SE FROM ELMWOOD.
 RL0283'0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0283'FROM ELMWOOD, IRON COUNTY, 8 RAILS WEST OF MILEPOST POWERS 86,
 RL0283'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RL0283'DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0283'PROJECTING 1 FOOT ABOVE GROUND.
 RL0283
 RL0283                          STATION RECOVERY (1997)
 RL0283
 RL0283'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0283'MARK NOT FOUND.
 RL0283
 RL0283                          STATION RECOVERY (2002)
 RL0283
 RL0283'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0892 ***********************************************************************
 RL0892  DESIGNATION -  E 64 RESET 1962
 RL0892  PID         -  RL0892
 RL0892  STATE/COUNTY-  MI/ONTONAGON
 RL0892  COUNTRY     -  US
 RL0892  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0892
 RL0892                         *CURRENT SURVEY CONTROL
 RL0892  ______________________________________________________________________
 RL0892* NAD 83(1986) POSITION- 46 31 13.     (N) 089 10 42.     (W)   SCALED
 RL0892* NAVD 88 ORTHO HEIGHT -   348.829 (meters)     1144.45  (feet) ADJUSTED
 RL0892  ______________________________________________________________________
 RL0892  GEOID HEIGHT    -        -31.974 (meters)                     GEOID18
 RL0892  DYNAMIC HEIGHT  -        348.840 (meters)     1144.49  (feet) COMP
 RL0892  MODELED GRAVITY -    980,634.9   (mgal)                       NAVD 88
 RL0892
 RL0892  VERT ORDER      -  FIRST     CLASS II
 RL0892
 RL0892.The horizontal coordinates were scaled from a map and have
 RL0892.an estimated accuracy of +/- 6 seconds.
 RL0892
 RL0892.The orthometric height was determined by differential leveling and
 RL0892.adjusted by the NATIONAL GEODETIC SURVEY
 RL0892.in June 1991.
 RL0892
 RL0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0892.GEOID18 height accuracy estimate available here.
 RL0892
 RL0892.Click photographs - Photos may exist for this station.
 RL0892
 RL0892.The dynamic height is computed by dividing the NAVD 88
 RL0892.geopotential number by the normal gravity value computed on the
 RL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0892.degrees latitude (g = 980.6199 gals.).
 RL0892
 RL0892.The modeled gravity was interpolated from observed gravity values.
 RL0892
 RL0892;                    North         East    Units  Estimated Accuracy
 RL0892;SPC MI N     -   195,350.    7,832,880.      MT  (+/- 180 meters Scaled)
 RL0892
 RL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS329541(NAD 83)
 RL0892
 RL0892                          SUPERSEDED SURVEY CONTROL
 RL0892
 RL0892.No superseded survey control is available for this station.
 RL0892
 RL0892_MARKER: DB = BENCH MARK DISK
 RL0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0892_STAMPING: E 64 RESET 1962
 RL0892_MARK LOGO: CGS
 RL0892_PROJECTION: PROJECTING 33 CENTIMETERS
 RL0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0892+STABILITY: SURFACE MOTION
 RL0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0892+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2024
 RL0892
 RL0892  HISTORY     - Date     Condition        Report By
 RL0892  HISTORY     - 1962     MONUMENTED       MIDH
 RL0892  HISTORY     - 1985     GOOD             NGS
 RL0892  HISTORY     - 20010617 GOOD             USPSQD
 RL0892  HISTORY     - 20240909 GOOD             MITU
 RL0892
 RL0892                          STATION DESCRIPTION
 RL0892
 RL0892'DESCRIBED BY MI DEPT OF HIGHWAYS 1962
 RL0892'1 MI S FROM BRUCE CROSSING.
 RL0892'1.00 MILE SOUTH OF THE INTERSECTION OF HIGHWAYS U.S. 45 AND M-28
 RL0892'IN BRUCE CROSSING, MICHIGAN.  100 FEET EAST OF THE CENTERLINE
 RL0892'OF U.S. 45 ON A NORTH AND SOUTH FENCE LINE, AND SET IN THE TOP
 RL0892'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 RL0892
 RL0892                          STATION RECOVERY (1985)
 RL0892
 RL0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0892'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 RL0892'MI) SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH STATE HIGHWAY
 RL0892'28 IN BRUCE CROSSING, 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE
 RL0892'HIGHWAY, 11.5 M (37.7 FT) NORTH OF THE CENTER OF A FIELD ROAD LEADING
 RL0892'EAST, AND 6.6 M (21.7 FT) NORTH OF THE EXTENDED CENTER OF SOUTH GERMAN
 RL0892'ROAD LEADING WEST.
 RL0892'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL0892'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL0892
 RL0892                          STATION RECOVERY (2001)
 RL0892
 RL0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0892'RECOVERED IN GOOD CONDITION.
 RL0892
 RL0892                          STATION RECOVERY (2024)
 RL0892
 RL0892'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0892'FOUND MOSTLY AS DESCRIBED IN THE 1962 STATION DESCRIPTION AND THE 1985
 RL0892'RECOVERY NOTE BUT WITH THE FOLLOWING CHANGES.  THE SURVEY MARK IS 90
 RL0892'FT (27.4 M) PACED EAST OF THE CURRENT CENTERLINE OF U.S. 45, 35 FT
 RL0892'(10.7 M) PACED NORTH OF THE CENTERLINE OF A DRIVEWAY TO EAST (12982
 RL0892'U.S. 45) AND IMMEDIATELY SOUTH OF A CARSONITE WITNESS POST.  THE
 RL0892'CONCRETE POST NOW PROJECTS 13 INCHES (33 CM) ABOVE GROUND AND IS
 RL0892'INCLINED SOUTHWEST SUCH THAT THE MARK IS DISPLACED ABOUT 10 CM (4
 RL0892'INCHES) IN THAT DIRECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0066 ***********************************************************************
 SG0066  DESIGNATION -  E 65
 SG0066  PID         -  SG0066
 SG0066  STATE/COUNTY-  MI/HOUGHTON
 SG0066  COUNTRY     -  US
 SG0066  USGS QUAD   -  HANCOCK (2017)
 SG0066
 SG0066                         *CURRENT SURVEY CONTROL
 SG0066  ______________________________________________________________________
 SG0066* NAD 83(1986) POSITION- 47 08 53.     (N) 088 35 26.     (W)   SCALED
 SG0066* NAVD 88 ORTHO HEIGHT -   295.979 (meters)      971.06  (feet) ADJUSTED
 SG0066  ______________________________________________________________________
 SG0066  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 SG0066  DYNAMIC HEIGHT  -        296.024 (meters)      971.21  (feet) COMP
 SG0066  MODELED GRAVITY -    980,755.0   (mgal)                       NAVD 88
 SG0066
 SG0066  VERT ORDER      -  FIRST     CLASS II
 SG0066
 SG0066.The horizontal coordinates were scaled from a map and have
 SG0066.an estimated accuracy of +/- 6 seconds.
 SG0066
 SG0066.The orthometric height was determined by differential leveling and
 SG0066.adjusted by the NATIONAL GEODETIC SURVEY
 SG0066.in June 1991.
 SG0066
 SG0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0066.GEOID18 height accuracy estimate available here.
 SG0066
 SG0066.Click photographs - Photos may exist for this station.
 SG0066
 SG0066.The dynamic height is computed by dividing the NAVD 88
 SG0066.geopotential number by the normal gravity value computed on the
 SG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0066.degrees latitude (g = 980.6199 gals.).
 SG0066
 SG0066.The modeled gravity was interpolated from observed gravity values.
 SG0066
 SG0066;                    North         East    Units  Estimated Accuracy
 SG0066;SPC MI N     -   264,050.    7,879,370.      MT  (+/- 180 meters Scaled)
 SG0066
 SG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT794228(NAD 83)
 SG0066
 SG0066                          SUPERSEDED SURVEY CONTROL
 SG0066
 SG0066  NGVD 29 (??/??/92)  295.989  (m)          971.09   (f) ADJ UNCH    1 2
 SG0066
 SG0066.Superseded values are not recommended for survey control.
 SG0066
 SG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0066.See file dsdata.pdf to determine how the superseded data were derived.
 SG0066
 SG0066_MARKER: DB = BENCH MARK DISK
 SG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0066_STAMPING: E 65 1934
 SG0066_MARK LOGO: CGS
 SG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0066+STABILITY: SURFACE MOTION
 SG0066
 SG0066  HISTORY     - Date     Condition        Report By
 SG0066  HISTORY     - 1934     MONUMENTED       CGS
 SG0066  HISTORY     - 1962     POOR             CGS
 SG0066  HISTORY     - 20050413 MARK NOT FOUND   GEOCAC
 SG0066
 SG0066                          STATION DESCRIPTION
 SG0066
 SG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0066'1.3 MI N FROM HANCOCK.
 SG0066'ABOUT 1.3 MILES NORTH ALONG THE MINERAL RANGE RAILROAD FROM HANCOCK,
 SG0066'HOUGHTON COUNTY, AT SWEDETOWN, AT MILEAGE 3.3, 1-1/2 RAILS SOUTH OF
 SG0066'A ROAD CROSSING, 35 FEET NORTHEAST OF THE SWITCH STAND OF THE SIDING,
 SG0066'AND 25 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED E 65 1934
 SG0066'AND SET IN THE TOP OF A CONCRETE POST.
 SG0066
 SG0066                          STATION RECOVERY (1962)
 SG0066
 SG0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SG0066'MARK RECOVERED IN POOR CONDITION.
 SG0066
 SG0066                          STATION RECOVERY (2005)
 SG0066
 SG0066'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0066'FOUND A (NOT VERY OLD) TWISTED UP GALVANIZED METAL WITNESS POST WITH
 SG0066'SIGN (SHOT UP) STICKING IN GROUND ABOUT 6 INCHES.  THE ROAD NW WAS
 SG0066'BEEN WIDENED AND DITCHED. THERE ARE MOUNDS OF PUSHED EARTH EVERYWHERE.
 SG0066'THE R/R WAS ABANDONED AND TURNED INTO A ATV TRAIL 25 YRS AGO.  IT
 SG0066'POSSIBLE THE MARK IS BURIED BUT THE LACK OF REFERENCES MAKE IT
 SG0066'IMPOSSIBLE TO KNOW WHERE TO DIG.  LIKELY DESTROYED.
 SG0066'
 SG0066'TO REACH FROM THE CITY OF HANCOCK PUBLIC WORKS FACILTIY (NEAR
 SG0066'HOSPITAL) ON TOMASI DRIVE GO 0.2 MILE NW ALONG THE DRIVE TO THE OLD RR
 SG0066'GRADE AND THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0001 ***********************************************************************
 SG0001  DESIGNATION -  E 66
 SG0001  PID         -  SG0001
 SG0001  STATE/COUNTY-  MI/KEWEENAW
 SG0001  COUNTRY     -  US
 SG0001  USGS QUAD   -  LAKE MEDORA (2017)
 SG0001
 SG0001                         *CURRENT SURVEY CONTROL
 SG0001  ______________________________________________________________________
 SG0001* NAD 83(1986) POSITION- 47 25 37.78   (N) 087 59 34.47   (W)   HD_HELD1
 SG0001* NAVD 88 ORTHO HEIGHT -   330.517 (meters)     1084.37  (feet) ADJUSTED
 SG0001  ______________________________________________________________________
 SG0001  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 SG0001  DYNAMIC HEIGHT  -        330.573 (meters)     1084.55  (feet) COMP
 SG0001  MODELED GRAVITY -    980,771.8   (mgal)                       NAVD 88
 SG0001
 SG0001  VERT ORDER      -  FIRST     CLASS II
 SG0001
 SG0001.The horizontal coordinates were determined by differentially corrected
 SG0001.hand held GPS observations or other comparable positioning techniques
 SG0001.and have an estimated accuracy of +/- 3 meters.
 SG0001
 SG0001.The orthometric height was determined by differential leveling and
 SG0001.adjusted by the NATIONAL GEODETIC SURVEY
 SG0001.in June 1991.
 SG0001
 SG0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0001.GEOID18 height accuracy estimate available here.
 SG0001
 SG0001.Click photographs - Photos may exist for this station.
 SG0001
 SG0001.The dynamic height is computed by dividing the NAVD 88
 SG0001.geopotential number by the normal gravity value computed on the
 SG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0001.degrees latitude (g = 980.6199 gals.).
 SG0001
 SG0001.The modeled gravity was interpolated from observed gravity values.
 SG0001
 SG0001;                    North         East    Units  Estimated Accuracy
 SG0001;SPC MI N     -   294,338.4   7,925,081.6     MT  (+/- 3 meters HH1 GPS) 
 SG0001
 SG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2511753112(NAD 83)
 SG0001
 SG0001                          SUPERSEDED SURVEY CONTROL
 SG0001
 SG0001  NGVD 29 (??/??/92)  330.518  (m)         1084.37   (f) ADJ UNCH    1 2
 SG0001
 SG0001.Superseded values are not recommended for survey control.
 SG0001
 SG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0001.See file dsdata.pdf to determine how the superseded data were derived.
 SG0001
 SG0001_MARKER: DB = BENCH MARK DISK
 SG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0001_STAMPING: E 66 1934
 SG0001_MARK LOGO: CGS
 SG0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0001+STABILITY: SURFACE MOTION
 SG0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0001+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2023
 SG0001
 SG0001  HISTORY     - Date     Condition        Report By
 SG0001  HISTORY     - 1934     MONUMENTED       CGS
 SG0001  HISTORY     - 19941228 GOOD             MIDT
 SG0001  HISTORY     - 19960717 GOOD             NGS
 SG0001  HISTORY     - 20010912 GOOD             USPSQD
 SG0001  HISTORY     - 20080722 GOOD             GEOCAC
 SG0001  HISTORY     - 20230910 GOOD             MITU
 SG0001
 SG0001                          STATION DESCRIPTION
 SG0001
 SG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0001'21 MI N FROM MOHAWK.
 SG0001'ABOUT 21 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0001'COUNTY, ABOUT 6 MILES WEST OF COPPER HARBOR, 2 MILES WEST OF
 SG0001'MEDORA LAKE, ON THE SUMMIT OF A WINDING HILL, BETWEEN TWO
 SG0001'3-FOOT RED OAK TREES, AND 35 FEET NORTH OF THE CENTERLINE OF THE
 SG0001'ROAD.  A STANDARD DISK, STAMPED E 66 1934 AND SET IN THE TOP
 SG0001'OF A CONCRETE POST.
 SG0001
 SG0001                          STATION RECOVERY (1994)
 SG0001
 SG0001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0001'IN SECTION 16, T-58-N, R-29-W.  ABOUT 21.0 MI (33.8 KM) NORTH ALONG
 SG0001'U.S. HIGHWAY 41 FROM MOHAWK, 6.0 MI (9.7 KM) WEST OF COPPER HARBOR,
 SG0001'2.0 MI (3.2 KM) WEST OF MEDORA LAKE, AND ON THE SUMMIT OF A WINDING
 SG0001'HILL BETWEEN TWO 3-FT RED OAK TREES.  STATION IS 26.0 FT (7.9 M) NORTH
 SG0001'OF THE CENTERLINE OF HIGHWAY 41 AND 2.0 FT (0.6 M) WEST OF A CARSONITE
 SG0001'WITNESS POST.
 SG0001
 SG0001                          STATION RECOVERY (1996)
 SG0001
 SG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0001'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0001'STATE HIGHWAY 26 IN COPPER HARBOR, 0.9 KM (0.55 MI) WEST OF A ROAD
 SG0001'SIDE PARK, 340.0 M (1115.5 FT) EAST OF THE SUMMIT OF A HILL, 56.3 M
 SG0001'(184.7 FT) EAST OF THE CENTER OF A TRACK ROAD, 14.0 M (45.9 FT) NORTH
 SG0001'OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN, 3.8 M (12.5 FT) EAST
 SG0001'OF A 40-INCH MAPLE TREE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 SG0001'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 SG0001'SURFACE.
 SG0001
 SG0001                          STATION RECOVERY (2001)
 SG0001
 SG0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0001'RECOVERED IN GOOD CONDITION.
 SG0001
 SG0001                          STATION RECOVERY (2008)
 SG0001
 SG0001'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 SG0001'RECOVERED IN GOOD CONDITION.
 SG0001
 SG0001                          STATION RECOVERY (2023)
 SG0001
 SG0001'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JD)
 SG0001'AS DESCRIBED IN 1996 STATION RECOVERY, EXCEPT (1) 24.5 FT (7.5 M) EAST
 SG0001'OF 40-INCH (102 CM) OAK (NOT MAPLE) WITH A FORK ABOUT 3 FT (0.9 M)
 SG0001'ABOVE GROUND, (2) 24.5 FT (7.5 M) NORTH-NORTHEAST OF AND PERPENDICULAR
 SG0001'TO US-41 CENTERLINE, (3) BURIED IN FOREST DEBRIS WHEN FOUND - NOW
 SG0001'FLUSH WITH THE GROUND SURFACE, (4) WITNESS POST BROKEN OFF AT 1/2
 SG0001'HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0007 ***********************************************************************
 OK0007  DESIGNATION -  E 75
 OK0007  PID         -  OK0007
 OK0007  STATE/COUNTY-  MI/SAGINAW
 OK0007  COUNTRY     -  US
 OK0007  USGS QUAD   -  AUBURN (2017)
 OK0007
 OK0007                         *CURRENT SURVEY CONTROL
 OK0007  ______________________________________________________________________
 OK0007* NAD 83(1986) POSITION- 43 31 47.     (N) 084 05 20.     (W)   SCALED
 OK0007* NAVD 88 ORTHO HEIGHT -   202.481 (meters)      664.31  (feet) ADJUSTED
 OK0007  ______________________________________________________________________
 OK0007  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 OK0007  DYNAMIC HEIGHT  -        202.441 (meters)      664.18  (feet) COMP
 OK0007  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 OK0007
 OK0007  VERT ORDER      -  SECOND    CLASS 0
 OK0007
 OK0007.This mark is at Tri City Intl Airport (MBS)
 OK0007
 OK0007.The horizontal coordinates were scaled from a map and have
 OK0007.an estimated accuracy of +/- 6 seconds.
 OK0007
 OK0007.The orthometric height was determined by differential leveling and
 OK0007.adjusted by the NATIONAL GEODETIC SURVEY
 OK0007.in June 1991.
 OK0007
 OK0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0007.GEOID18 height accuracy estimate available here.
 OK0007
 OK0007.Click photographs - Photos may exist for this station.
 OK0007
 OK0007.The dynamic height is computed by dividing the NAVD 88
 OK0007.geopotential number by the normal gravity value computed on the
 OK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0007.degrees latitude (g = 980.6199 gals.).
 OK0007
 OK0007.The modeled gravity was interpolated from observed gravity values.
 OK0007
 OK0007;                    North         East    Units  Estimated Accuracy
 OK0007;SPC MI S     -   225,500.    4,022,450.      MT  (+/- 180 meters Scaled)
 OK0007
 OK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP352237(NAD 83)
 OK0007
 OK0007                          SUPERSEDED SURVEY CONTROL
 OK0007
 OK0007  NGVD 29 (??/??/92)  202.660  (m)          664.89   (f) ADJ UNCH    2 0
 OK0007
 OK0007.Superseded values are not recommended for survey control.
 OK0007
 OK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0007.See file dsdata.pdf to determine how the superseded data were derived.
 OK0007
 OK0007_MARKER: DB = BENCH MARK DISK
 OK0007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OK0007_SP_SET: APRON
 OK0007_STAMPING: E 75 1962
 OK0007_MARK LOGO: CGS
 OK0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0007
 OK0007  HISTORY     - Date     Condition        Report By
 OK0007  HISTORY     - 1962     MONUMENTED       CGS
 OK0007  HISTORY     - 1966     GOOD             CGS
 OK0007  HISTORY     - 19940508 GOOD             USPSQD
 OK0007  HISTORY     - 20011203 GOOD             NGS
 OK0007
 OK0007                          STATION DESCRIPTION
 OK0007
 OK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OK0007'1.3 MI E FROM FREELAND.
 OK0007'LOCATED AT THE TRI-CITY AIRPORT, SAGINAW, MICHIGAN ON THE
 OK0007'SOUTHEAST SIDE OF THE AIR FLITE INC. HANGAR.  AT THE SOUTH END
 OK0007'OF THE SLIDING HANGAR DOOR 22 FEET NORTHEAST OF THE SOUTH
 OK0007'CORNER OF THE HANGAR, 5 FEET NORTHEAST OF AN ENTRANCE DOOR
 OK0007'BETWEEN THE CORNER OF THE BUILDING AND THE SLIDING DOOR AND 0.5
 OK0007'FEET FROM THE BUILDING.  A STANDARD BM DISK STAMPED E 75 1962
 OK0007'SET IN A DRILL HOLE IN THE CONCRETE APRON.
 OK0007
 OK0007                          STATION RECOVERY (1994)
 OK0007
 OK0007'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0007'RECOVERED IN GOOD CONDITION.
 OK0007
 OK0007                          STATION RECOVERY (2001)
 OK0007
 OK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0312 ***********************************************************************
 QK0312  DESIGNATION -  E 77
 QK0312  PID         -  QK0312
 QK0312  STATE/COUNTY-  MI/CHARLEVOIX
 QK0312  COUNTRY     -  US
 QK0312  USGS QUAD   -  ELLSWORTH (2017)
 QK0312
 QK0312                         *CURRENT SURVEY CONTROL
 QK0312  ______________________________________________________________________
 QK0312* NAD 83(1986) POSITION- 45 14 29.     (N) 085 14 53.     (W)   SCALED
 QK0312* NAVD 88 ORTHO HEIGHT -   221.706 (meters)      727.38  (feet) ADJUSTED
 QK0312  ______________________________________________________________________
 QK0312  GEOID HEIGHT    -        -34.999 (meters)                     GEOID18
 QK0312  DYNAMIC HEIGHT  -        221.698 (meters)      727.35  (feet) COMP
 QK0312  MODELED GRAVITY -    980,574.3   (mgal)                       NAVD 88
 QK0312
 QK0312  VERT ORDER      -  SECOND    CLASS 0
 QK0312
 QK0312.The horizontal coordinates were scaled from a map and have
 QK0312.an estimated accuracy of +/- 6 seconds.
 QK0312
 QK0312.The orthometric height was determined by differential leveling and
 QK0312.adjusted by the NATIONAL GEODETIC SURVEY
 QK0312.in June 1991.
 QK0312
 QK0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0312.GEOID18 height accuracy estimate available here.
 QK0312
 QK0312.Click photographs - Photos may exist for this station.
 QK0312
 QK0312.The dynamic height is computed by dividing the NAVD 88
 QK0312.geopotential number by the normal gravity value computed on the
 QK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0312.degrees latitude (g = 980.6199 gals.).
 QK0312
 QK0312.The modeled gravity was interpolated from observed gravity values.
 QK0312
 QK0312;                    North         East    Units  Estimated Accuracy
 QK0312;SPC MI C     -   214,250.    5,930,800.      MT  (+/- 180 meters Scaled)
 QK0312
 QK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR374112(NAD 83)
 QK0312
 QK0312                          SUPERSEDED SURVEY CONTROL
 QK0312
 QK0312  NGVD 29 (??/??/92)  221.784  (m)          727.64   (f) ADJ UNCH    2 0
 QK0312
 QK0312.Superseded values are not recommended for survey control.
 QK0312
 QK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0312.See file dsdata.pdf to determine how the superseded data were derived.
 QK0312
 QK0312_MARKER: DB = BENCH MARK DISK
 QK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0312_STAMPING: E 77 1934
 QK0312_MARK LOGO: CGS
 QK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0312+STABILITY: SURFACE MOTION
 QK0312
 QK0312  HISTORY     - Date     Condition        Report By
 QK0312  HISTORY     - 1934     MONUMENTED       CGS
 QK0312
 QK0312                          STATION DESCRIPTION
 QK0312
 QK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0312'5.4 MI S FROM CHARLEVOIX.
 QK0312'5.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0312'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.2 MILE NORTH OF
 QK0312'MILEPOST GR 204, AT A ROAD CROSSING, 16 YARDS WEST OF THE WEST
 QK0312'RAIL, 5 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 1-1/2 YARDS
 QK0312'NORTHEAST OF A POLE IN A LINE OF POLES ALONG THE ROAD, AND 1 FOOT
 QK0312'HIGHER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 QK0312'E 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QK0312'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0187 ***********************************************************************
 PL0187  DESIGNATION -  E 78
 PL0187  PID         -  PL0187
 PL0187  STATE/COUNTY-  MI/KALKASKA
 PL0187  COUNTRY     -  US
 PL0187  USGS QUAD   -  KALKASKA (2017)
 PL0187
 PL0187                         *CURRENT SURVEY CONTROL
 PL0187  ______________________________________________________________________
 PL0187* NAD 83(1986) POSITION- 44 43 58.     (N) 085 10 32.     (W)   SCALED
 PL0187* NAVD 88 ORTHO HEIGHT -   315.339 (meters)     1034.57  (feet) ADJUSTED
 PL0187  ______________________________________________________________________
 PL0187  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 PL0187  DYNAMIC HEIGHT  -        315.312 (meters)     1034.49  (feet) COMP
 PL0187  MODELED GRAVITY -    980,524.4   (mgal)                       NAVD 88
 PL0187
 PL0187  VERT ORDER      -  SECOND    CLASS 0
 PL0187
 PL0187.The horizontal coordinates were scaled from a map and have
 PL0187.an estimated accuracy of +/- 6 seconds.
 PL0187
 PL0187.The orthometric height was determined by differential leveling and
 PL0187.adjusted by the NATIONAL GEODETIC SURVEY
 PL0187.in June 1991.
 PL0187
 PL0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0187.GEOID18 height accuracy estimate available here.
 PL0187
 PL0187.Click photographs - Photos may exist for this station.
 PL0187
 PL0187.The dynamic height is computed by dividing the NAVD 88
 PL0187.geopotential number by the normal gravity value computed on the
 PL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0187.degrees latitude (g = 980.6199 gals.).
 PL0187
 PL0187.The modeled gravity was interpolated from observed gravity values.
 PL0187
 PL0187;                    North         East    Units  Estimated Accuracy
 PL0187;SPC MI C     -   157,680.    5,935,930.      MT  (+/- 180 meters Scaled)
 PL0187
 PL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ444548(NAD 83)
 PL0187
 PL0187                          SUPERSEDED SURVEY CONTROL
 PL0187
 PL0187  NGVD 29 (??/??/92)  315.434  (m)         1034.89   (f) ADJ UNCH    2 0
 PL0187
 PL0187.Superseded values are not recommended for survey control.
 PL0187
 PL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0187.See file dsdata.pdf to determine how the superseded data were derived.
 PL0187
 PL0187_MARKER: DB = BENCH MARK DISK
 PL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0187_STAMPING: E 78 1934
 PL0187_MARK LOGO: CGS
 PL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0187+STABILITY: SURFACE MOTION
 PL0187
 PL0187  HISTORY     - Date     Condition        Report By
 PL0187  HISTORY     - 1934     MONUMENTED       CGS
 PL0187  HISTORY     - 1943     GOOD             CGS
 PL0187  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0187  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0187  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0187  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0187
 PL0187                          STATION DESCRIPTION
 PL0187
 PL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PL0187'AT KALKASKA.
 PL0187'AT KALKASKA, KALKASKA COUNTY, 80 YARDS SOUTH OF THE PENNSYLVANIA
 PL0187'RAILROAD STATION, 17 YARDS NORTHEAST OF THE CROSSING OF U.S.
 PL0187'HIGHWAY 131 (STATE HIGHWAY 66), 14 YARDS NORTH OF THE CENTERLINE
 PL0187'OF THE HIGHWAY, 7 YARDS EAST OF THE EAST RAIL, 2-1/2 YARDS NORTH
 PL0187'OF THE NORTH EDGE OF THE CONCRETE SIDEWALK ALONG THE NORTH SIDE
 PL0187'OF THE HIGHWAY, 3 YARDS EAST OF A RAILROAD BATTERY WELL, AND 2
 PL0187'YARDS WEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED E 78
 PL0187'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PL0187'ABOVE GROUND.
 PL0187
 PL0187                          STATION RECOVERY (1983)
 PL0187
 PL0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (1992)
 PL0187
 PL0187'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (1997)
 PL0187
 PL0187'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (2001)
 PL0187
 PL0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0030 ***********************************************************************
 QJ0030  DESIGNATION -  E 80
 QJ0030  PID         -  QJ0030
 QJ0030  STATE/COUNTY-  MI/ALPENA
 QJ0030  COUNTRY     -  US
 QJ0030  USGS QUAD   -  LACHINE (2017)
 QJ0030
 QJ0030                         *CURRENT SURVEY CONTROL
 QJ0030  ______________________________________________________________________
 QJ0030* NAD 83(1986) POSITION- 45 03 37.     (N) 083 44 50.     (W)   SCALED
 QJ0030* NAVD 88 ORTHO HEIGHT -   232.027 (meters)      761.24  (feet) ADJUSTED
 QJ0030  ______________________________________________________________________
 QJ0030  GEOID HEIGHT    -        -36.281 (meters)                     GEOID18
 QJ0030  DYNAMIC HEIGHT  -        232.007 (meters)      761.18  (feet) COMP
 QJ0030  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QJ0030
 QJ0030  VERT ORDER      -  SECOND    CLASS 0
 QJ0030
 QJ0030.The horizontal coordinates were scaled from a map and have
 QJ0030.an estimated accuracy of +/- 6 seconds.
 QJ0030
 QJ0030.The orthometric height was determined by differential leveling and
 QJ0030.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0030.in June 1991.
 QJ0030
 QJ0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0030.GEOID18 height accuracy estimate available here.
 QJ0030
 QJ0030.Click photographs - Photos may exist for this station.
 QJ0030
 QJ0030.The dynamic height is computed by dividing the NAVD 88
 QJ0030.geopotential number by the normal gravity value computed on the
 QJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0030.degrees latitude (g = 980.6199 gals.).
 QJ0030
 QJ0030.The modeled gravity was interpolated from observed gravity values.
 QJ0030
 QJ0030;                    North         East    Units  Estimated Accuracy
 QJ0030;SPC MI C     -   193,940.    6,048,790.      MT  (+/- 180 meters Scaled)
 QJ0030
 QJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK837933(NAD 83)
 QJ0030
 QJ0030                          SUPERSEDED SURVEY CONTROL
 QJ0030
 QJ0030  NGVD 29 (??/??/92)  232.169  (m)          761.71   (f) ADJ UNCH    2 0
 QJ0030
 QJ0030.Superseded values are not recommended for survey control.
 QJ0030
 QJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0030.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0030
 QJ0030_MARKER: DB = BENCH MARK DISK
 QJ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0030_STAMPING: E 80 1934
 QJ0030_MARK LOGO: CGS
 QJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0030+STABILITY: SURFACE MOTION
 QJ0030
 QJ0030  HISTORY     - Date     Condition        Report By
 QJ0030  HISTORY     - 1934     MONUMENTED       CGS
 QJ0030  HISTORY     - 1953     MARK NOT FOUND   CGS
 QJ0030  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0030
 QJ0030                          STATION DESCRIPTION
 QJ0030
 QJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QJ0030'AT FLANDERS.
 QJ0030'AT FLANDERS, ALPENA COUNTY, ON STATE HIGHWAY 32, AT THE PUBLIC
 QJ0030'SCHOOL, 116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 QJ0030'BUILDING, 79 FEET SOUTH OF A WATER WELL, 32 FEET NORTH OF THE
 QJ0030'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.
 QJ0030'A STANDARD DISK, STAMPED E 80 1934 AND SET IN THE TOP OF A
 QJ0030'CONCRETE POST.
 QJ0030
 QJ0030                          STATION RECOVERY (1999)
 QJ0030
 QJ0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0088 ***********************************************************************
 PK0088  DESIGNATION -  E 82
 PK0088  PID         -  PK0088
 PK0088  STATE/COUNTY-  MI/IOSCO
 PK0088  COUNTRY     -  US
 PK0088  USGS QUAD   -  WHITTEMORE (2017)
 PK0088
 PK0088                         *CURRENT SURVEY CONTROL
 PK0088  ______________________________________________________________________
 PK0088* NAD 83(1986) POSITION- 44 14 02.     (N) 083 47 36.     (W)   SCALED
 PK0088* NAVD 88 ORTHO HEIGHT -   234.509 (meters)      769.38  (feet) ADJUSTED
 PK0088  ______________________________________________________________________
 PK0088  GEOID HEIGHT    -        -35.187 (meters)                     GEOID18
 PK0088  DYNAMIC HEIGHT  -        234.474 (meters)      769.27  (feet) COMP
 PK0088  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 PK0088
 PK0088  VERT ORDER      -  SECOND    CLASS 0
 PK0088
 PK0088.The horizontal coordinates were scaled from a map and have
 PK0088.an estimated accuracy of +/- 6 seconds.
 PK0088
 PK0088.The orthometric height was determined by differential leveling and
 PK0088.adjusted by the NATIONAL GEODETIC SURVEY
 PK0088.in June 1991.
 PK0088
 PK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0088.GEOID18 height accuracy estimate available here.
 PK0088
 PK0088.Click photographs - Photos may exist for this station.
 PK0088
 PK0088.The dynamic height is computed by dividing the NAVD 88
 PK0088.geopotential number by the normal gravity value computed on the
 PK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0088.degrees latitude (g = 980.6199 gals.).
 PK0088
 PK0088.The modeled gravity was interpolated from observed gravity values.
 PK0088
 PK0088;                    North         East    Units  Estimated Accuracy
 PK0088;SPC MI C     -   102,090.    6,045,800.      MT  (+/- 180 meters Scaled)
 PK0088
 PK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK769016(NAD 83)
 PK0088
 PK0088                          SUPERSEDED SURVEY CONTROL
 PK0088
 PK0088  NGVD 29 (??/??/92)  234.685  (m)          769.96   (f) ADJ UNCH    2 0
 PK0088
 PK0088.Superseded values are not recommended for survey control.
 PK0088
 PK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0088.See file dsdata.pdf to determine how the superseded data were derived.
 PK0088
 PK0088_MARKER: DB = BENCH MARK DISK
 PK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0088_STAMPING: E 82 1934
 PK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0088+STABILITY: SURFACE MOTION
 PK0088
 PK0088  HISTORY     - Date     Condition        Report By
 PK0088  HISTORY     - 1934     MONUMENTED       CGS
 PK0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0088  HISTORY     - 1988     GOOD             USPSQD
 PK0088
 PK0088                          STATION DESCRIPTION
 PK0088
 PK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0088'0.4 MI E FROM WHITTEMORE.
 PK0088'0.4 MILE EAST ALONG THE COUNTY ROAD LEADING TO NATIONAL CITY
 PK0088'FROM THE POST OFFICE AT WHITTEMORE, IOSCO COUNTY, 200 YARDS
 PK0088'SOUTHWEST OF A ONE-STORY FARMHOUSE, 34 FEET NORTH OF THE CENTERLINE
 PK0088'OF THE ROAD, 22 FEET WEST OF A NORTH-AND-SOUTH FENCE, 2 FEET
 PK0088'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 82 1934
 PK0088'AND SET IN THE TOP OF A CONCRETE POST.
 PK0088
 PK0088                          STATION RECOVERY (1983)
 PK0088
 PK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0088'NOT RECOVERED, POSSIBLY DESTROYED WHEN FENCE LINE WAS REMOVED.
 PK0088
 PK0088                          STATION RECOVERY (1988)
 PK0088
 PK0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0001 ***********************************************************************
 PL0001  DESIGNATION -  E 83
 PL0001  PID         -  PL0001
 PL0001  STATE/COUNTY-  MI/OSCODA
 PL0001  COUNTRY     -  US
 PL0001  USGS QUAD   -  MIO (2017)
 PL0001
 PL0001                         *CURRENT SURVEY CONTROL
 PL0001  ______________________________________________________________________
 PL0001* NAD 83(2011) POSITION- 44 39 07.77515(N) 084 07 57.91936(W)   ADJUSTED
 PL0001* NAD 83(2011) ELLIP HT-   276.183 (meters)        (06/27/12)   ADJUSTED
 PL0001* NAD 83(2011) EPOCH   -  2010.00
 PL0001* NAVD 88 ORTHO HEIGHT -   311.267 (meters)     1021.22  (feet) ADJUSTED
 PL0001  ______________________________________________________________________
 PL0001  GEOID HEIGHT    -        -35.098 (meters)                     GEOID18
 PL0001  NAD 83(2011) X  -    464,611.260 (meters)                     COMP
 PL0001  NAD 83(2011) Y  - -4,521,227.831 (meters)                     COMP
 PL0001  NAD 83(2011) Z  -  4,460,126.553 (meters)                     COMP
 PL0001  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 PL0001  DYNAMIC HEIGHT  -        311.229 (meters)     1021.09  (feet) COMP
 PL0001  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 PL0001
 PL0001  VERT ORDER      -  SECOND    CLASS 0
 PL0001
 PL0001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0001  Standards:
 PL0001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0001  -------------------------------------------------------------------
 PL0001  NETWORK    3.61   6.25           1.48   1.42   3.19      0.33453691
 PL0001  -------------------------------------------------------------------
 PL0001  Click here for local accuracies and other accuracy information.
 PL0001
 PL0001.The horizontal coordinates were established by GPS observations
 PL0001.and adjusted by the National Geodetic Survey in June 2012.
 PL0001
 PL0001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0001.been affixed to the stable North American tectonic plate. See 
 PL0001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0001
 PL0001.The horizontal coordinates are valid at the epoch date displayed above
 PL0001.which is a decimal equivalence of Year/Month/Day.
 PL0001
 PL0001.The orthometric height was determined by differential leveling and
 PL0001.adjusted by the NATIONAL GEODETIC SURVEY
 PL0001.in June 1991.
 PL0001
 PL0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0001.GEOID18 height accuracy estimate available here.
 PL0001
 PL0001.Click photographs - Photos may exist for this station.
 PL0001
 PL0001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0001
 PL0001.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0001
 PL0001.The ellipsoidal height was determined by GPS observations
 PL0001.and is referenced to NAD 83.
 PL0001
 PL0001.The dynamic height is computed by dividing the NAVD 88
 PL0001.geopotential number by the normal gravity value computed on the
 PL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0001.degrees latitude (g = 980.6199 gals.).
 PL0001
 PL0001.The modeled gravity was interpolated from observed gravity values.
 PL0001
 PL0001. The following values were computed from the NAD 83(2011) position.
 PL0001
 PL0001;                    North         East     Units Scale Factor Converg.
 PL0001;SPC MI C     -   148,426.920 6,018,553.007   MT  0.99992556   +0 09 54.9
 PL0001;SPC MI C     -   486,964.96 19,745,908.82   iFT  0.99992556   +0 09 54.9
 PL0001;UTM  16      - 4,948,310.549   727,347.138   MT  1.00023565   +2 00 57.5
 PL0001
 PL0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0001!SPC MI C     -   0.99995670  x   0.99992556  =   0.99988226
 PL0001!UTM  16      -   0.99995670  x   1.00023565  =   1.00019234
 PL0001
 PL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2734748310(NAD 83)
 PL0001
 PL0001                          SUPERSEDED SURVEY CONTROL
 PL0001
 PL0001  NAD 83(2007)-  44 39 07.77586(N)    084 07 57.91993(W) AD(2002.00) 0
 PL0001  ELLIP H (02/10/07)  276.239  (m)                       GP(2002.00)    
 PL0001  ELLIP H (07/17/02)  276.221  (m)                       GP(       ) 4 1
 PL0001  NAD 83(1994)-  44 39 07.77577(N)    084 07 57.92022(W) AD(       ) 1
 PL0001  ELLIP H (02/03/97)  276.218  (m)                       GP(       ) 4 1
 PL0001  NAD 83(1986)-  44 39 07.76859(N)    084 07 57.93016(W) AD(       ) 1
 PL0001  NAVD 88             311.27   (m)         1021.2    (f) LEVELING    3  
 PL0001  NGVD 29 (??/??/92)  311.404  (m)         1021.66   (f) ADJ UNCH    2 0
 PL0001
 PL0001.Superseded values are not recommended for survey control.
 PL0001
 PL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0001.See file dsdata.pdf to determine how the superseded data were derived.
 PL0001
 PL0001_MARKER: DB = BENCH MARK DISK
 PL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0001_STAMPING: E 83 1934
 PL0001_MARK LOGO: CGS
 PL0001_PROJECTION: PROJECTING 10 CENTIMETERS
 PL0001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0001+STABILITY: SURFACE MOTION
 PL0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0001+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 PL0001
 PL0001  HISTORY     - Date     Condition        Report By
 PL0001  HISTORY     - 1934     MONUMENTED       CGS
 PL0001  HISTORY     - 19910625 GOOD             USFS
 PL0001  HISTORY     - 20011203 GOOD             NGS
 PL0001  HISTORY     - 20040526 GOOD             USPSQD
 PL0001  HISTORY     - 20160608 GOOD             MIDT
 PL0001
 PL0001                          STATION DESCRIPTION
 PL0001
 PL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0001'AT MIO.
 PL0001'AT MIO, OSCODA COUNTY, ON STATE HIGHWAY 72, 240 YARDS WEST OF THE
 PL0001'CENTERLINE OF STATE HIGHWAY 33, 35 YARDS NORTHEAST OF THE NORTHEAST
 PL0001'CORNER OF THE MICHIGAN DEPARTMENT OF CONSERVATION BUILDING, 46
 PL0001'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE
 PL0001'DRIVEWAY CONCRETE CURB, 1.5 FEET NORTH OF A FENCE, AND LEVEL WITH
 PL0001'THE HIGHWAY.  A STANDARD DISK, STAMPED E 83 1934 AND SET IN THE
 PL0001'TOP OF A CONCRETE POST.
 PL0001
 PL0001                          STATION RECOVERY (1991)
 PL0001
 PL0001'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0001'FROM THE INTERSECTION OF M-72 AND M-33 IN DOWNTOWN MIO PROCEED WEST ON
 PL0001'M-72, 733 FT (223.4 M) TO THE STATION ON LEFT, 50 FT (15.2 M) SOUTH OF
 PL0001'THE CENTERLINE OF M-72, IN THE FRONT YARD OF THE CATHOLIC CHURCH,
 PL0001'SOUTHEAST AND ACROSS THE STREET FROM THE OSCODA COUNTY ROAD COMMISSION
 PL0001'GARAGE, MAP POSITION IS NEAR THE EAST 1/16 CORNER COMMON TO SECTIONS
 PL0001'12 AND 13 T26N R2E.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK
 PL0001'SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES
 PL0001'ABOVE GROUND.  THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE
 PL0001'ORIGINAL DESCRIPTION.
 PL0001
 PL0001                          STATION RECOVERY (2001)
 PL0001
 PL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0001
 PL0001                          STATION RECOVERY (2004)
 PL0001
 PL0001'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0001'RECOVERED IN GOOD CONDITION.
 PL0001
 PL0001                          STATION RECOVERY (2016)
 PL0001
 PL0001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 PL0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0036 ***********************************************************************
 OK0036  DESIGNATION -  E 84
 OK0036  PID         -  OK0036
 OK0036  STATE/COUNTY-  MI/BAY
 OK0036  COUNTRY     -  US
 OK0036  USGS QUAD   -  MOUNT FOREST (2017)
 OK0036
 OK0036                         *CURRENT SURVEY CONTROL
 OK0036  ______________________________________________________________________
 OK0036* NAD 83(1986) POSITION- 43 52 36.     (N) 084 03 56.     (W)   SCALED
 OK0036* NAVD 88 ORTHO HEIGHT -   196.520 (meters)      644.75  (feet) ADJUSTED
 OK0036  ______________________________________________________________________
 OK0036  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 OK0036  DYNAMIC HEIGHT  -        196.485 (meters)      644.63  (feet) COMP
 OK0036  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 OK0036
 OK0036  VERT ORDER      -  SECOND    CLASS 0
 OK0036
 OK0036.The horizontal coordinates were scaled from a map and have
 OK0036.an estimated accuracy of +/- 6 seconds.
 OK0036
 OK0036.The orthometric height was determined by differential leveling and
 OK0036.adjusted by the NATIONAL GEODETIC SURVEY
 OK0036.in June 1991.
 OK0036
 OK0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0036.GEOID18 height accuracy estimate available here.
 OK0036
 OK0036.Click photographs - Photos may exist for this station.
 OK0036
 OK0036.The dynamic height is computed by dividing the NAVD 88
 OK0036.geopotential number by the normal gravity value computed on the
 OK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0036.degrees latitude (g = 980.6199 gals.).
 OK0036
 OK0036.The modeled gravity was interpolated from observed gravity values.
 OK0036
 OK0036;                    North         East    Units  Estimated Accuracy
 OK0036;SPC MI S     -   264,060.    4,024,200.      MT  (+/- 180 meters Scaled)
 OK0036
 OK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP357623(NAD 83)
 OK0036
 OK0036                          SUPERSEDED SURVEY CONTROL
 OK0036
 OK0036  NGVD 29 (??/??/92)  196.700  (m)          645.34   (f) ADJ UNCH    2 0
 OK0036
 OK0036.Superseded values are not recommended for survey control.
 OK0036
 OK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0036.See file dsdata.pdf to determine how the superseded data were derived.
 OK0036
 OK0036_MARKER: DB = BENCH MARK DISK
 OK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0036_STAMPING: E 84 1934
 OK0036_MARK LOGO: CGS
 OK0036_PROJECTION: FLUSH
 OK0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0036+STABILITY: SURFACE MOTION
 OK0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0036+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 OK0036
 OK0036  HISTORY     - Date     Condition        Report By
 OK0036  HISTORY     - 1934     MONUMENTED       CGS
 OK0036  HISTORY     - 1949     GOOD             CGS
 OK0036  HISTORY     - 1966     GOOD             USGS
 OK0036  HISTORY     - 19970719 GOOD             USPSQD
 OK0036  HISTORY     - 20070612 GOOD             MIDT
 OK0036
 OK0036                          STATION DESCRIPTION
 OK0036
 OK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OK0036'AT NINE MILE.
 OK0036'AT NINE MILE, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OK0036'AT A DIRT ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE
 OK0036'ROAD, 44 FEET SOUTH OF THE SOUTH RAIL.  10 FEET NORTHWEST OF
 OK0036'THE SOUTHWEST CORNER POST, 3 FEET NORTH OF A WIRE FENCE, AND
 OK0036'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 84
 OK0036'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0036
 OK0036                          STATION RECOVERY (1966)
 OK0036
 OK0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0036'RECOVERED IN GOOD CONDITION.
 OK0036
 OK0036                          STATION RECOVERY (1997)
 OK0036
 OK0036'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0036'RECOVERED IN GOOD CONDITION.
 OK0036
 OK0036                          STATION RECOVERY (2007)
 OK0036
 OK0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0036'TO REACH THE STATION FROM THE INTERSECTION OF PINCONNING ROAD AND I-75
 OK0036'GO WEST ON PINCONNING ABOUT 1.8 MI (2.3 KM) TO THE INTERSECTION OF
 OK0036'PINCONNING ROAD AND NINE MILE ROAD.  GO NORTH ON NINE MILE ROAD ABOUT
 OK0036'1.5 MI (2.4 KM) PASSING THE NINE MILE ROAD AND CODY ESTEY INTERSECTION
 OK0036'BY 0.5 MI (0.8 KM).  MARK IS ON THE WEST SIDE OF THE ROAD.
 OK0036'
 OK0036'THE STATION IS 118 FT (36.0 M) NORTH OF THE CENTERLINE OF A DRIVEWAY
 OK0036'WITH ADDRESS 4767, 95 FT (29.0 M) SOUTH OF THE SOUTHEASTERN MOST
 OK0036'CORNER OF A WHITE BUILDING LABELING ITSELF AS THE '9-MILE STORE', 45
 OK0036'FT (13.7 M) SOUTH OF A WOODEN FENCE CORNER AT WHERE IT CURVES FROM
 OK0036'EAST-WEST TO NORTHWEST-SOUTHEAST, 40 FT (12.2 M) WEST OF THE
 OK0036'CENTERLINE OF NINE MILE ROAD.  MARK IS PROTRUDING 20 CM (8 INCHES)
 OK0036'ABOUVE GROUND GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0178 ***********************************************************************
 OK0178  DESIGNATION -  E 85
 OK0178  PID         -  OK0178
 OK0178  STATE/COUNTY-  MI/MONTCALM
 OK0178  COUNTRY     -  US
 OK0178  USGS QUAD   -  RIVERDALE (2017)
 OK0178
 OK0178                         *CURRENT SURVEY CONTROL
 OK0178  ______________________________________________________________________
 OK0178* NAD 83(1986) POSITION- 43 23 42.     (N) 084 51 19.     (W)   SCALED
 OK0178* NAVD 88 ORTHO HEIGHT -   251.261 (meters)      824.35  (feet) ADJUSTED
 OK0178  ______________________________________________________________________
 OK0178  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 OK0178  DYNAMIC HEIGHT  -        251.214 (meters)      824.19  (feet) COMP
 OK0178  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 OK0178
 OK0178  VERT ORDER      -  SECOND    CLASS 0
 OK0178
 OK0178.The horizontal coordinates were scaled from a map and have
 OK0178.an estimated accuracy of +/- 6 seconds.
 OK0178
 OK0178.The orthometric height was determined by differential leveling and
 OK0178.adjusted by the NATIONAL GEODETIC SURVEY
 OK0178.in June 1991.
 OK0178
 OK0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0178.GEOID18 height accuracy estimate available here.
 OK0178
 OK0178.Click photographs - Photos may exist for this station.
 OK0178
 OK0178.The dynamic height is computed by dividing the NAVD 88
 OK0178.geopotential number by the normal gravity value computed on the
 OK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0178.degrees latitude (g = 980.6199 gals.).
 OK0178
 OK0178.The modeled gravity was interpolated from observed gravity values.
 OK0178
 OK0178;                    North         East    Units  Estimated Accuracy
 OK0178;SPC MI S     -   210,610.    3,960,420.      MT  (+/- 180 meters Scaled)
 OK0178
 OK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP736069(NAD 83)
 OK0178
 OK0178                          SUPERSEDED SURVEY CONTROL
 OK0178
 OK0178  NGVD 29 (??/??/92)  251.406  (m)          824.82   (f) ADJ UNCH    2 0
 OK0178
 OK0178.Superseded values are not recommended for survey control.
 OK0178
 OK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0178.See file dsdata.pdf to determine how the superseded data were derived.
 OK0178
 OK0178_MARKER: DB = BENCH MARK DISK
 OK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0178_STAMPING: E 85 1934
 OK0178_MARK LOGO: CGS
 OK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0178+STABILITY: SURFACE MOTION
 OK0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0178+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2020
 OK0178
 OK0178  HISTORY     - Date     Condition        Report By
 OK0178  HISTORY     - 1934     MONUMENTED       CGS
 OK0178  HISTORY     - 19940622 GOOD             USPSQD
 OK0178  HISTORY     - 20011205 GOOD             NGS
 OK0178  HISTORY     - 20200625 GOOD             MIDT
 OK0178
 OK0178                          STATION DESCRIPTION
 OK0178
 OK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0178'1 MI W FROM RIVERDALE.
 OK0178'IN MONTCALM COUNTY, 1.0 MILE WEST ALONG THE C AND O RY. FROM
 OK0178'THE STATION AT RIVERDALE, GRATIOT COUNTY, 23 RAILS WEST OF
 OK0178'MILEPOST S 50, 16 YARDS FROM THE CENTERLINE OF A GRAVEL ROAD,
 OK0178'14 YARDS NORTH OF THE NORTH RAIL, AND 2 FEET LOWER THAN THE
 OK0178'RAIL.  A STANDARD DISK, STAMPED E 85 1934 AND SET IN THE TOP
 OK0178'OF A CONCRETE POST.
 OK0178
 OK0178                          STATION RECOVERY (1994)
 OK0178
 OK0178'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0178'RECOVERED IN GOOD CONDITION.
 OK0178
 OK0178                          STATION RECOVERY (2001)
 OK0178
 OK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0178
 OK0178                          STATION RECOVERY (2020)
 OK0178
 OK0178'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0178'THE MARK IS 38 FT (11.6 M) NORTH EAST OF THE NORTH YELLOW POST AT THE
 OK0178'BASE OF A TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0091 ***********************************************************************
 OK0091  DESIGNATION -  E 86
 OK0091  PID         -  OK0091
 OK0091  STATE/COUNTY-  MI/SAGINAW
 OK0091  COUNTRY     -  US
 OK0091  USGS QUAD   -  SHIELDS (2017)
 OK0091
 OK0091                         *CURRENT SURVEY CONTROL
 OK0091  ______________________________________________________________________
 OK0091* NAD 83(1986) POSITION- 43 22 46.     (N) 084 05 38.     (W)   SCALED
 OK0091* NAVD 88 ORTHO HEIGHT -   180.967 (meters)      593.72  (feet) ADJUSTED
 OK0091  ______________________________________________________________________
 OK0091  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 OK0091  DYNAMIC HEIGHT  -        180.930 (meters)      593.60  (feet) COMP
 OK0091  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 OK0091
 OK0091  VERT ORDER      -  SECOND    CLASS 0
 OK0091
 OK0091.The horizontal coordinates were scaled from a map and have
 OK0091.an estimated accuracy of +/- 6 seconds.
 OK0091
 OK0091.The orthometric height was determined by differential leveling and
 OK0091.adjusted by the NATIONAL GEODETIC SURVEY
 OK0091.in June 1991.
 OK0091
 OK0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0091.GEOID18 height accuracy estimate available here.
 OK0091
 OK0091.Click photographs - Photos may exist for this station.
 OK0091
 OK0091.The dynamic height is computed by dividing the NAVD 88
 OK0091.geopotential number by the normal gravity value computed on the
 OK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0091.degrees latitude (g = 980.6199 gals.).
 OK0091
 OK0091.The modeled gravity was interpolated from observed gravity values.
 OK0091
 OK0091;                    North         East    Units  Estimated Accuracy
 OK0091;SPC MI S     -   208,800.    4,022,100.      MT  (+/- 180 meters Scaled)
 OK0091
 OK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP354070(NAD 83)
 OK0091
 OK0091                          SUPERSEDED SURVEY CONTROL
 OK0091
 OK0091  NGVD 29 (??/??/92)  181.149  (m)          594.32   (f) ADJ UNCH    2 0
 OK0091
 OK0091.Superseded values are not recommended for survey control.
 OK0091
 OK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0091.See file dsdata.pdf to determine how the superseded data were derived.
 OK0091
 OK0091_MARKER: DB = BENCH MARK DISK
 OK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0091_STAMPING: E 86 1934
 OK0091_MARK LOGO: CGS
 OK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0091+STABILITY: SURFACE MOTION
 OK0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0091+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0091
 OK0091  HISTORY     - Date     Condition        Report By
 OK0091  HISTORY     - 1934     MONUMENTED       CGS
 OK0091  HISTORY     - 1966     GOOD             USGS
 OK0091  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0091  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0091  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0091  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0091
 OK0091                          STATION DESCRIPTION
 OK0091
 OK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0091'2.9 MI SW FROM PAINES.
 OK0091'2.9 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OK0091'THE STATION AT PAINES, SAGINAW COUNTY, AT SWAN CREEK, 100 FEET
 OK0091'EAST OF THE CENTERLINE OF A CONCRETE HIGHWAY, 28.5 FEET NORTH
 OK0091'OF THE NORTH RAIL, 9.5 FEET SOUTH OF A POLE, AND 1 FOOT LOWER
 OK0091'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 86 1934
 OK0091'AND SET IN THE TOP OF A CONCRETE POST.
 OK0091
 OK0091                          STATION RECOVERY (1966)
 OK0091
 OK0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0091'RECOVERED IN GOOD CONDITION.
 OK0091
 OK0091                          STATION RECOVERY (1994)
 OK0091
 OK0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0091'MARK NOT FOUND.
 OK0091
 OK0091                          STATION RECOVERY (1995)
 OK0091
 OK0091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0091'MARK NOT FOUND.
 OK0091
 OK0091                          STATION RECOVERY (2001)
 OK0091
 OK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0091
 OK0091                          STATION RECOVERY (2001)
 OK0091
 OK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0091'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0323 ***********************************************************************
 PL0323  DESIGNATION -  E 87
 PL0323  PID         -  PL0323
 PL0323  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0323  COUNTRY     -  US
 PL0323  USGS QUAD   -  MAYFIELD (2017)
 PL0323
 PL0323                         *CURRENT SURVEY CONTROL
 PL0323  ______________________________________________________________________
 PL0323* NAD 83(1986) POSITION- 44 44 44.14   (N) 085 33 39.41   (W)   HD_HELD1
 PL0323* NAVD 88 ORTHO HEIGHT -   182.837 (meters)      599.86  (feet) ADJUSTED
 PL0323  ______________________________________________________________________
 PL0323  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 PL0323  DYNAMIC HEIGHT  -        182.824 (meters)      599.82  (feet) COMP
 PL0323  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 PL0323
 PL0323  VERT ORDER      -  SECOND    CLASS 0
 PL0323
 PL0323.The horizontal coordinates were determined by differentially corrected
 PL0323.hand held GPS observations or other comparable positioning techniques
 PL0323.and have an estimated accuracy of +/- 3 meters.
 PL0323
 PL0323.The orthometric height was determined by differential leveling and
 PL0323.adjusted by the NATIONAL GEODETIC SURVEY
 PL0323.in June 1991.
 PL0323
 PL0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0323.GEOID18 height accuracy estimate available here.
 PL0323
 PL0323.Click photographs - Photos may exist for this station.
 PL0323
 PL0323.The dynamic height is computed by dividing the NAVD 88
 PL0323.geopotential number by the normal gravity value computed on the
 PL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0323.degrees latitude (g = 980.6199 gals.).
 PL0323
 PL0323.The modeled gravity was interpolated from observed gravity values.
 PL0323
 PL0323;                    North         East    Units  Estimated Accuracy
 PL0323;SPC MI C     -   159,478.6   5,905,430.1     MT  (+/- 3 meters HH1 GPS) 
 PL0323
 PL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1392055697(NAD 83)
 PL0323
 PL0323                          SUPERSEDED SURVEY CONTROL
 PL0323
 PL0323  NGVD 29 (??/??/92)  182.94   (m)          600.2    (f) COMPUTED    2 0
 PL0323
 PL0323.Superseded values are not recommended for survey control.
 PL0323
 PL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0323.See file dsdata.pdf to determine how the superseded data were derived.
 PL0323
 PL0323_MARKER: DB = BENCH MARK DISK
 PL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0323_STAMPING: E 87 1934
 PL0323_MARK LOGO: CGS
 PL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0323+STABILITY: SURFACE MOTION
 PL0323
 PL0323  HISTORY     - Date     Condition        Report By
 PL0323  HISTORY     - 1934     MONUMENTED       CGS
 PL0323  HISTORY     - 1961     GOOD             CGS
 PL0323  HISTORY     - 1990     GOOD             USPSQD
 PL0323
 PL0323                          STATION DESCRIPTION
 PL0323
 PL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0323'2.6 MI E FROM TRAVERSE CITY.
 PL0323'2.6 MILES EAST ON THE GRND RAPIDS TO PETOSKEY BRANCH OF THE PERE
 PL0323'MARQUETTE RAILWAY, 7 1/2 RAILS EAST OF MP NO. GR 150, 18 YARDS
 PL0323'SOUTHWEST OF DIRT ROAD CROSSING, 12 YARDS WEST OF THE CENTER LINE
 PL0323'OF DIRT ROAD, 12 YARDS SOUTH OF THE SOUTH RAIL, 1 YARD NORTHEAST
 PL0323'OF RAILWAY TELEPHONE POLE, A CONCRETE POST, 15 INCHES ABOVE THE
 PL0323'GROUND.
 PL0323
 PL0323                          STATION RECOVERY (1961)
 PL0323
 PL0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 PL0323'RECOVERED IN GOOD CONDITION.
 PL0323
 PL0323                          STATION RECOVERY (1990)
 PL0323
 PL0323'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0329 ***********************************************************************
 QK0329  DESIGNATION -  E 88
 QK0329  PID         -  QK0329
 QK0329  STATE/COUNTY-  MI/LEELANAU
 QK0329  COUNTRY     -  US
 QK0329  USGS QUAD   -  LELAND (2017)
 QK0329
 QK0329                         *CURRENT SURVEY CONTROL
 QK0329  ______________________________________________________________________
 QK0329* NAD 83(1994) POSITION- 45 01 20.56157(N) 085 45 37.43692(W)   ADJUSTED
 QK0329* NAD 83(1994) ELLIP HT-   147.890 (meters)        (02/03/97)   ADJUSTED
 QK0329* NAVD 88 ORTHO HEIGHT -   183.362 (meters)      601.58  (feet) ADJUSTED
 QK0329  ______________________________________________________________________
 QK0329  GEOID HEIGHT    -        -35.547 (meters)                     GEOID18
 QK0329  NAD 83(1994) X  -    333,851.848 (meters)                     COMP
 QK0329  NAD 83(1994) Y  - -4,503,579.218 (meters)                     COMP
 QK0329  NAD 83(1994) Z  -  4,489,211.209 (meters)                     COMP
 QK0329  LAPLACE CORR    -          6.30  (seconds)                    DEFLEC18
 QK0329  DYNAMIC HEIGHT  -        183.350 (meters)      601.54  (feet) COMP
 QK0329  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QK0329
 QK0329  HORZ ORDER      -  FIRST
 QK0329  VERT ORDER      -  SECOND    CLASS 0
 QK0329  ELLP ORDER      -  FOURTH    CLASS I
 QK0329
 QK0329.The horizontal coordinates were established by GPS observations
 QK0329.and adjusted by the National Geodetic Survey in February 1997.
 QK0329
 QK0329.The orthometric height was determined by differential leveling and
 QK0329.adjusted by the NATIONAL GEODETIC SURVEY
 QK0329.in June 1991.
 QK0329
 QK0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0329.GEOID18 height accuracy estimate available here.
 QK0329
 QK0329.Click photographs - Photos may exist for this station.
 QK0329
 QK0329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0329
 QK0329.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0329
 QK0329.The ellipsoidal height was determined by GPS observations
 QK0329.and is referenced to NAD 83.
 QK0329
 QK0329.The dynamic height is computed by dividing the NAVD 88
 QK0329.geopotential number by the normal gravity value computed on the
 QK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0329.degrees latitude (g = 980.6199 gals.).
 QK0329
 QK0329.The modeled gravity was interpolated from observed gravity values.
 QK0329
 QK0329. The following values were computed from the NAD 83(1994) position.
 QK0329
 QK0329;                    North         East     Units Scale Factor Converg.
 QK0329;SPC MI C     -   190,482.263 5,890,166.280   MT  0.99991365   -0 59 04.4
 QK0329;SPC MI C     -   624,941.81 19,324,692.52   iFT  0.99991365   -0 59 04.4
 QK0329;UTM  16      - 4,986,183.720   597,661.477   MT  0.99971728   +0 52 37.0
 QK0329
 QK0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0329!SPC MI C     -   0.99997681  x   0.99991365  =   0.99989047
 QK0329!UTM  16      -   0.99997681  x   0.99971728  =   0.99969410
 QK0329
 QK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9766186183(NAD 83)
 QK0329
 QK0329                          SUPERSEDED SURVEY CONTROL
 QK0329
 QK0329  NAD 83(1986)-  45 01 20.55850(N)    085 45 37.42818(W) AD(       ) 1
 QK0329  NGVD 29 (??/??/92)  183.467  (m)          601.92   (f) ADJ UNCH    2 0
 QK0329
 QK0329.Superseded values are not recommended for survey control.
 QK0329
 QK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0329.See file dsdata.pdf to determine how the superseded data were derived.
 QK0329
 QK0329_MARKER: DB = BENCH MARK DISK
 QK0329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0329_SP_SET: CONCRETE RAILING POST
 QK0329_STAMPING: E 88 1934
 QK0329_MARK LOGO: CGS
 QK0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0329+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 QK0329
 QK0329  HISTORY     - Date     Condition        Report By
 QK0329  HISTORY     - 1934     MONUMENTED       CGS
 QK0329  HISTORY     - 19920910 GOOD             MIDT
 QK0329  HISTORY     - 19980726 GOOD             USPSQD
 QK0329  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 QK0329  HISTORY     - 20210818 MARK NOT FOUND   MIDT
 QK0329
 QK0329                          STATION DESCRIPTION
 QK0329
 QK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0329'AT LELAND.
 QK0329'AT LELAND, LEELANAU COUNTY, ON STATE HIGHWAY 22, 45 YARDS SOUTH
 QK0329'OF THE LELAND MERCANTILE CO. PROPERTY, AT THE EAST SIDE OF THE
 QK0329'BRIDGE OVER THE OUTLET FROM LAKE LEELANAU, IN THE CENTER OF THE
 QK0329'TOP OF THE MIDDLE CONCRETE POST OF THE CONCRETE RAILING, 7-1/2
 QK0329'YARDS EAST OF THE CENTERLINE OF THE BRIDGE, 1-1/2 YARDS EAST
 QK0329'OF THE EDGE OF THE EAST CURB, AND 3 FEET HIGHER THAN THE EAST
 QK0329'SIDEWALK.  A STANDARD DISK, STAMPED E 88 1934.
 QK0329
 QK0329                          STATION RECOVERY (1992)
 QK0329
 QK0329'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0329'STATION IS LOCATED IN QUAD 450853, ON THE LELAND QUADRANGLE MAP.  IT
 QK0329'IS IN FRACTIONAL SECTION 9, T-30-N, R-12-W LELAND TOWNSHIP.  STATION
 QK0329'IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, AT LELAND, MICHIGAN, ON THE
 QK0329'M-22 BRIDGE, OVER THE LAKE LEELANAU CHANNEL, AS DESCRIBED.
 QK0329'STATION IS LOCATED IN LELAND, ON THE TOP OF THE FOURTH CONCRETE
 QK0329'RAILING POST FROM THE SOUTHEAST END, ON THE EASTERLY SIDE, OF THE
 QK0329'M-22 BRIDGE OVER THE LAKE LEELANAU CHANNEL, 4.0 FT (1.2 M) EASTERLY
 QK0329'FROM THE EASTERLY EDGE OF PAVEMENT AT WALKWAY. THERE IS NO WITNESS
 QK0329'POST MARKING THE STATION LOCATION.
 QK0329'NOTE - A SHORT TRIPOD IS NECESSARY TO SUPPORT AN ANTENNA, USED IN
 QK0329'GATHERING SATELLITE SIGNALS, FROM THE STATION ON THE TOP OF THE
 QK0329'CONCRETE RAILING POST, WHICH MEASURES ABOUT 1 FT (0.3 M) BY 1 FT
 QK0329'(0.3 M) .
 QK0329
 QK0329                          STATION RECOVERY (1998)
 QK0329
 QK0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 QK0329'RECOVERED IN GOOD CONDITION.
 QK0329
 QK0329                          STATION RECOVERY (2004)
 QK0329
 QK0329'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0329'PRESUMED DESTROYED BY BRIDGE CONSTRUCTION IN 1999
 QK0329
 QK0329                          STATION RECOVERY (2021)
 QK0329
 QK0329'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KDU)
 QK0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0130 ***********************************************************************
 PL0130  DESIGNATION -  E 90
 PL0130  PID         -  PL0130
 PL0130  STATE/COUNTY-  MI/ROSCOMMON
 PL0130  COUNTRY     -  US
 PL0130  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0130
 PL0130                         *CURRENT SURVEY CONTROL
 PL0130  ______________________________________________________________________
 PL0130* NAD 83(1986) POSITION- 44 20 09.     (N) 084 48 22.     (W)   SCALED
 PL0130* NAVD 88 ORTHO HEIGHT -   353.232 (meters)     1158.90  (feet) ADJUSTED
 PL0130  ______________________________________________________________________
 PL0130  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 PL0130  DYNAMIC HEIGHT  -        353.177 (meters)     1158.71  (feet) COMP
 PL0130  MODELED GRAVITY -    980,451.7   (mgal)                       NAVD 88
 PL0130
 PL0130  VERT ORDER      -  SECOND    CLASS 0
 PL0130
 PL0130.The horizontal coordinates were scaled from a map and have
 PL0130.an estimated accuracy of +/- 6 seconds.
 PL0130
 PL0130.The orthometric height was determined by differential leveling and
 PL0130.adjusted by the NATIONAL GEODETIC SURVEY
 PL0130.in June 1991.
 PL0130
 PL0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0130.GEOID18 height accuracy estimate available here.
 PL0130
 PL0130.Click photographs - Photos may exist for this station.
 PL0130
 PL0130.The dynamic height is computed by dividing the NAVD 88
 PL0130.geopotential number by the normal gravity value computed on the
 PL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0130.degrees latitude (g = 980.6199 gals.).
 PL0130
 PL0130.The modeled gravity was interpolated from observed gravity values.
 PL0130
 PL0130;                    North         East    Units  Estimated Accuracy
 PL0130;SPC MI C     -   113,350.    5,964,960.      MT  (+/- 180 meters Scaled)
 PL0130
 PL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ748115(NAD 83)
 PL0130
 PL0130                          SUPERSEDED SURVEY CONTROL
 PL0130
 PL0130  NGVD 29 (??/??/92)  353.35   (m)         1159.3    (f) COMPUTED    2 0
 PL0130
 PL0130.Superseded values are not recommended for survey control.
 PL0130
 PL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0130.See file dsdata.pdf to determine how the superseded data were derived.
 PL0130
 PL0130_MARKER: DB = BENCH MARK DISK
 PL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0130_STAMPING: E 90 1934
 PL0130_MARK LOGO: CGS
 PL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0130+STABILITY: SURFACE MOTION
 PL0130
 PL0130  HISTORY     - Date     Condition        Report By
 PL0130  HISTORY     - 1934     MONUMENTED       CGS
 PL0130  HISTORY     - 20090429 MARK NOT FOUND   MIDT
 PL0130
 PL0130                          STATION DESCRIPTION
 PL0130
 PL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0130'1.8 MI W FROM HOUGHTON HEIGHTS.
 PL0130'1.8 MILES WEST OF THE POST OFFICE ALONG MICHIGAN STATE HIGHWAY
 PL0130'55, 0.3 MILES EAST OF COUNTY LEADING TO HIGGINS LAKE, 150 YARDS
 PL0130'WEST AND ACROSS ROAD FROM CEMENT BLOCK BUNGALOW OCCUPIED BY
 PL0130'MR. MORHART, AT EDGE OF FENCE, 30.3 FEET SOUTH OF THE CENTER LINE
 PL0130'OF 55, LEVEL WITH TOP OF HIGHWAY, AND ON TOP OF CONCRETE POST.
 PL0130
 PL0130                          STATION RECOVERY (2009)
 PL0130
 PL0130'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0130'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0131 ***********************************************************************
 PL0131  DESIGNATION -  E 90 RESET
 PL0131  PID         -  PL0131
 PL0131  STATE/COUNTY-  MI/ROSCOMMON
 PL0131  COUNTRY     -  US
 PL0131  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0131
 PL0131                         *CURRENT SURVEY CONTROL
 PL0131  ______________________________________________________________________
 PL0131* NAD 83(2011) POSITION- 44 20 07.89003(N) 084 48 12.11157(W)   ADJUSTED
 PL0131* NAD 83(2011) ELLIP HT-   319.927 (meters)        (06/27/12)   ADJUSTED
 PL0131* NAD 83(2011) EPOCH   -  2010.00
 PL0131* NAVD 88 ORTHO HEIGHT -   353.991 (meters)     1161.39  (feet) ADJUSTED
 PL0131  ______________________________________________________________________
 PL0131  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 PL0131  NAD 83(2011) X  -    413,899.063 (meters)                     COMP
 PL0131  NAD 83(2011) Y  - -4,550,945.662 (meters)                     COMP
 PL0131  NAD 83(2011) Z  -  4,435,057.664 (meters)                     COMP
 PL0131  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 PL0131  DYNAMIC HEIGHT  -        353.935 (meters)     1161.20  (feet) COMP
 PL0131  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 PL0131
 PL0131  VERT ORDER      -  FIRST     CLASS II
 PL0131
 PL0131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0131  Standards:
 PL0131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0131  -------------------------------------------------------------------
 PL0131  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.00118851
 PL0131  -------------------------------------------------------------------
 PL0131  Click here for local accuracies and other accuracy information.
 PL0131
 PL0131.The horizontal coordinates were established by GPS observations
 PL0131.and adjusted by the National Geodetic Survey in June 2012.
 PL0131
 PL0131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0131.been affixed to the stable North American tectonic plate. See 
 PL0131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0131
 PL0131.The horizontal coordinates are valid at the epoch date displayed above
 PL0131.which is a decimal equivalence of Year/Month/Day.
 PL0131
 PL0131.The orthometric height was determined by differential leveling and
 PL0131.adjusted by the NATIONAL GEODETIC SURVEY
 PL0131.in October 2009.
 PL0131
 PL0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0131.GEOID18 height accuracy estimate available here.
 PL0131
 PL0131.Click photographs - Photos may exist for this station.
 PL0131
 PL0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0131
 PL0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0131
 PL0131.The ellipsoidal height was determined by GPS observations
 PL0131.and is referenced to NAD 83.
 PL0131
 PL0131.The dynamic height is computed by dividing the NAVD 88
 PL0131.geopotential number by the normal gravity value computed on the
 PL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0131.degrees latitude (g = 980.6199 gals.).
 PL0131
 PL0131.The modeled gravity was interpolated from observed gravity values.
 PL0131
 PL0131. The following values were computed from the NAD 83(2011) position.
 PL0131
 PL0131;                    North         East     Units Scale Factor Converg.
 PL0131;SPC MI C     -   113,310.822 5,965,173.395   MT  0.99996859   -0 18 30.6
 PL0131;SPC MI C     -   371,754.67 19,570,778.85   iFT  0.99996859   -0 18 30.6
 PL0131;UTM  16      - 4,911,486.547   675,118.865   MT  0.99997716   +1 32 07.9
 PL0131
 PL0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0131!SPC MI C     -   0.99994984  x   0.99996859  =   0.99991843
 PL0131!UTM  16      -   0.99994984  x   0.99997716  =   0.99992700
 PL0131
 PL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7511811486(NAD 83)
 PL0131
 PL0131                          SUPERSEDED SURVEY CONTROL
 PL0131
 PL0131  NAD 83(2007)-  44 20 07.89013(N)    084 48 12.11213(W) AD(2002.00) B
 PL0131  ELLIP H (10/19/09)  319.918  (m)                       GP(2002.00) 1 1
 PL0131  ELLIP H (07/17/02)  320.014  (m)                       GP(       ) 4 1
 PL0131  NAD 83(1994)-  44 20 07.89067(N)    084 48 12.11824(W) AD(       ) 1
 PL0131  ELLIP H (02/03/97)  320.033  (m)                       GP(       ) 4 1
 PL0131  NAD 83(1986)-  44 20 07.88601(N)    084 48 12.11549(W) AD(       ) 1
 PL0131  NAD 83(1986)-  44 20 07.88457(N)    084 48 12.11254(W) AD(       ) 3
 PL0131  NAVD 88 (09/30/91)  354.1    (m)  UNKNOWN  model used  GPS OBS        
 PL0131  NGVD 29 (??/??/??)  354.11   (m)         1161.8    (f) RESET       3  
 PL0131  NGVD 29             354.11   (m)         1161.8    (f) LEVELING    3  
 PL0131
 PL0131.Superseded values are not recommended for survey control.
 PL0131
 PL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0131.See file dsdata.pdf to determine how the superseded data were derived.
 PL0131
 PL0131_MARKER: DB = BENCH MARK DISK
 PL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0131_STAMPING: E 90 RESET 1960
 PL0131_MARK LOGO: CGS
 PL0131_PROJECTION: FLUSH
 PL0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0131+STABILITY: SURFACE MOTION
 PL0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0131+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2008
 PL0131
 PL0131  HISTORY     - Date     Condition        Report By
 PL0131  HISTORY     - 1960     MONUMENTED       MIDH
 PL0131  HISTORY     - 1987     GOOD             USPSQD
 PL0131  HISTORY     - 19890301 GOOD             NGS
 PL0131  HISTORY     - 19910626 GOOD             NGS
 PL0131  HISTORY     - 20010303 GOOD             WOOLPT
 PL0131  HISTORY     - 20070605 GOOD             GEOCAC
 PL0131  HISTORY     - 20080325 GOOD             COLEM
 PL0131  HISTORY     - 20090429 GOOD             MIDT
 PL0131  HISTORY     - 20120813 GOOD             INDIV
 PL0131
 PL0131                          STATION DESCRIPTION
 PL0131
 PL0131'DESCRIBED BY MI DEPT OF HIGHWAYS 1960
 PL0131'1.8 MI W FROM HOUGHTON HEIGHTS.
 PL0131'THE MARK IS LOCATED ABOUT .5 MILES WEST ALONG STATE HIGHWAY
 PL0131'M-55 FROM THE MICHIGAN STATE POLICE POST AT THE INTERSECTION OF
 PL0131'U.S. 27 AND M-55, 210 FEET SOUTH AND ACROSS THE HIGHWAY FROM A
 PL0131'CEMENT BLOCK BAPTIST CHURCH BUILDING, 120 FEET SOUTH OF THE
 PL0131'CENTERLINE OF THE HIGHWAY ON N.S. 1/4 FENCE LINE AND ABOUT LEVEL
 PL0131'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 PL0131
 PL0131                          STATION RECOVERY (1987)
 PL0131
 PL0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (RD)
 PL0131'RECOVERED IN GOOD CONDITION.
 PL0131
 PL0131                          STATION RECOVERY (1989)
 PL0131
 PL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PL0131'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF STAR CITY,
 PL0131'11.9 KM (7.40 MI) EAST-NORTHEAST OF MERRITT AND 3.0 KM (1.85 MI)
 PL0131'NORTHWEST OF HOUGHTON LAKE HEIGHTS.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 PL0131'TRANSPORTATION.
 PL0131'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 27 AND STATE
 PL0131'HIGHWAY 55, ABOUT 3.0 KM (1.85 MI) NORTHWEST OF HOUGHTON LAKE HEIGHTS,
 PL0131'GO EAST ON HIGHWAY 55 FOR 0.34 KM (0.20 MI) TO THE STATION ON THE
 PL0131'RIGHT, 0.80 KM (0.50 MI) WEST OF THE MICHIGAN STATE POLICE
 PL0131'HEADQUARTERS.
 PL0131'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 PL0131'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 64.1 M (210.3 FT)
 PL0131'SOUTH OF THE CENTERLINE OF HIGHWAY 55, 24.6 M (80.7 FT) NORTHWEST OF
 PL0131'THE CENTER OF CLOVERLEAF ROAD, 4.8 M (15.7 FT) WEST OF A UNDERGROUND
 PL0131'PIPELINE WARNING POST, 1.9 M (6.2 FT) SOUTH OF A FENCE AND 0.25 M
 PL0131'(0.8 FT) SOUTH OF A METAL WITNESS POST.
 PL0131'DESCRIBED BY E.J. HANSMANN.
 PL0131
 PL0131                          STATION RECOVERY (1991)
 PL0131
 PL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0131'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF STAR CITY,
 PL0131'11.9 KM (7.4 MI) EAST-NORTHEAST OF MERRITT AND 3.0 KM (1.9 MI)
 PL0131'NORTHWEST OF HOUGHTON LAKE HEIGHTS, IN SOUTHEAST QUADRANT OF THE
 PL0131'INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 55.
 PL0131'OWNERSHIP--BREWBAKER HOUSING AND RV COMPANY, 9531B WESTLAKE CITY
 PL0131'ROAD, HOUGHTON LAKE, MI. 48629. CONTACT MANAGER WALT BAIR,
 PL0131'517-422-4869 OR HOME 422-3519.  BREWBAKERS MAIN OFFICE IN ONAWAY,
 PL0131'MI. 517-733-8535.
 PL0131'TO REACH THE STATION FROM THE END OF THE STATE HIGHWAY BRIDGE OVER
 PL0131'U.S. HIGHWAY 27, NEAR HOUGHTON LAKE HEIGHTS, GO EAST ON HIGHWAY 55
 PL0131'FOR 0.4 KM (0.2 MI) TO STANDARD STREET ON THE RIGHT.  TURN RIGHT AND
 PL0131'GO SOUTH ON STANDARD STREET FOR 23 M (75.5 FT) TO A PAVED ROAD RIGHT.
 PL0131'TURN RIGHT AND GO WEST ON CLOVERLEAF LANE FOR 0.08 KM (0.05 MI) TO
 PL0131'THE POINT WHERE IT TURNS LEFT, SOUTH, AND THE GRAVEL DRIVE INTO
 PL0131'BREWBAKER HOUSING IS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON
 PL0131'GRAVEL DRIVE FOR 12 M (39.4 FT) TO THE STATION ON THE RIGHT, 0.80 KM
 PL0131'(0.50 MI) WEST OF THE MICHIGAN STATE POLICE HEADQUARTERS.
 PL0131'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 PL0131'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 64.1 M (210.3 FT)
 PL0131'SOUTH OF THE CENTER OF HIGHWAY 55, 24.6 M (80.7 FT) NORTHWEST OF THE
 PL0131'CENTER OF CLOVERLEAF ROAD, 4.8 M (15.7 FT) WEST OF A UNDERGROUND
 PL0131'PIPELINE WARNING POST, 1.9 M (6.2 FT) SOUTH OF A FENCE AND 0.25 M
 PL0131'(0.82 FT) SOUTH OF A METAL WITNESS POST.
 PL0131
 PL0131                          STATION RECOVERY (2001)
 PL0131
 PL0131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 PL0131'RECOVERED IN GOOD CONDITION.
 PL0131
 PL0131                          STATION RECOVERY (2007)
 PL0131
 PL0131'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 PL0131'RECOVERED IN GOOD CONDITION.
 PL0131
 PL0131                          STATION RECOVERY (2008)
 PL0131
 PL0131'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 PL0131'RECOVERED AS DESCRIBED.
 PL0131
 PL0131                          STATION RECOVERY (2009)
 PL0131
 PL0131'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0131'FOUND GOOD CONDITION
 PL0131
 PL0131                          STATION RECOVERY (2012)
 PL0131
 PL0131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (NRR)
 PL0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0111 ***********************************************************************
 PL0111  DESIGNATION -  E 91
 PL0111  PID         -  PL0111
 PL0111  STATE/COUNTY-  MI/ROSCOMMON
 PL0111  COUNTRY     -  US
 PL0111  USGS QUAD   -  COOPERTON (2017)
 PL0111
 PL0111                         *CURRENT SURVEY CONTROL
 PL0111  ______________________________________________________________________
 PL0111* NAD 83(1986) POSITION- 44 11 21.     (N) 084 47 30.     (W)   SCALED
 PL0111* NAVD 88 ORTHO HEIGHT -   343.481 (meters)     1126.90  (feet) ADJUSTED
 PL0111  ______________________________________________________________________
 PL0111  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 PL0111  DYNAMIC HEIGHT  -        343.423 (meters)     1126.71  (feet) COMP
 PL0111  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 PL0111
 PL0111  VERT ORDER      -  SECOND    CLASS 0
 PL0111
 PL0111.The horizontal coordinates were scaled from a map and have
 PL0111.an estimated accuracy of +/- 6 seconds.
 PL0111
 PL0111.The orthometric height was determined by differential leveling and
 PL0111.adjusted by the NATIONAL GEODETIC SURVEY
 PL0111.in June 1991.
 PL0111
 PL0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0111.GEOID18 height accuracy estimate available here.
 PL0111
 PL0111.Click photographs - Photos may exist for this station.
 PL0111
 PL0111.The dynamic height is computed by dividing the NAVD 88
 PL0111.geopotential number by the normal gravity value computed on the
 PL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0111.degrees latitude (g = 980.6199 gals.).
 PL0111
 PL0111.The modeled gravity was interpolated from observed gravity values.
 PL0111
 PL0111;                    North         East    Units  Estimated Accuracy
 PL0111;SPC MI C     -    97,040.    5,966,020.      MT  (+/- 180 meters Scaled)
 PL0111
 PL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764952(NAD 83)
 PL0111
 PL0111                          SUPERSEDED SURVEY CONTROL
 PL0111
 PL0111  NGVD 29 (??/??/92)  343.605  (m)         1127.31   (f) ADJ UNCH    2 0
 PL0111
 PL0111.Superseded values are not recommended for survey control.
 PL0111
 PL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0111.See file dsdata.pdf to determine how the superseded data were derived.
 PL0111
 PL0111_MARKER: DB = BENCH MARK DISK
 PL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0111_STAMPING: E 91 1934
 PL0111_MARK LOGO: CGS
 PL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0111+STABILITY: SURFACE MOTION
 PL0111
 PL0111  HISTORY     - Date     Condition        Report By
 PL0111  HISTORY     - 1934     MONUMENTED       CGS
 PL0111  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0111  HISTORY     - 20090429 MARK NOT FOUND   MIDT
 PL0111
 PL0111                          STATION DESCRIPTION
 PL0111
 PL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0111'6 MI N FROM LONG LAKE.
 PL0111'IN ROSCOMMON COUNTY, 6.0 MILES NORTH ALONG U.S. HIGHWAY 27
 PL0111'FROM THE POST OFFICE AT LONG LAKE, CLARE COUNTY, 1.3 MILES SOUTH
 PL0111'OF WOLF CREEK, 0.7 MILE SOUTH OF THE ROAD LEADING TO CIVILIAN
 PL0111'CONSERVATION CORPS CAMP 634, AT THE EDGE OF A WOODS, 47.3 FEET
 PL0111'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN
 PL0111'THE HIGHWAY.  A STANDARD DISK, STAMPED E 91 1934 AND SET IN
 PL0111'THE TOP OF A CONCRETE POST.
 PL0111
 PL0111                          STATION RECOVERY (1979)
 PL0111
 PL0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0111'MARK NOT FOUND.
 PL0111
 PL0111                          STATION RECOVERY (2009)
 PL0111
 PL0111'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0111'MARK NOT RECOVERED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0040 ***********************************************************************
 OK0040  DESIGNATION -  E 93
 OK0040  PID         -  OK0040
 OK0040  STATE/COUNTY-  MI/GLADWIN
 OK0040  COUNTRY     -  US
 OK0040  USGS QUAD   -  GLADWIN (2017)
 OK0040
 OK0040                         *CURRENT SURVEY CONTROL
 OK0040  ______________________________________________________________________
 OK0040* NAD 83(1986) POSITION- 43 58 50.     (N) 084 24 54.     (W)   SCALED
 OK0040* NAVD 88 ORTHO HEIGHT -   231.899 (meters)      760.82  (feet) ADJUSTED
 OK0040  ______________________________________________________________________
 OK0040  GEOID HEIGHT    -        -34.494 (meters)                     GEOID18
 OK0040  DYNAMIC HEIGHT  -        231.859 (meters)      760.69  (feet) COMP
 OK0040  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 OK0040
 OK0040  VERT ORDER      -  SECOND    CLASS 0
 OK0040
 OK0040.The horizontal coordinates were scaled from a map and have
 OK0040.an estimated accuracy of +/- 6 seconds.
 OK0040
 OK0040.The orthometric height was determined by differential leveling and
 OK0040.adjusted by the NATIONAL GEODETIC SURVEY
 OK0040.in June 1991.
 OK0040
 OK0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0040.GEOID18 height accuracy estimate available here.
 OK0040
 OK0040.Click photographs - Photos may exist for this station.
 OK0040
 OK0040.The dynamic height is computed by dividing the NAVD 88
 OK0040.geopotential number by the normal gravity value computed on the
 OK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0040.degrees latitude (g = 980.6199 gals.).
 OK0040
 OK0040.The modeled gravity was interpolated from observed gravity values.
 OK0040
 OK0040;                    North         East    Units  Estimated Accuracy
 OK0040;SPC MI C     -    73,780.    5,996,120.      MT  (+/- 180 meters Scaled)
 OK0040
 OK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP073729(NAD 83)
 OK0040
 OK0040                          SUPERSEDED SURVEY CONTROL
 OK0040
 OK0040  NGVD 29 (??/??/92)  232.056  (m)          761.34   (f) ADJ UNCH    2 0
 OK0040
 OK0040.Superseded values are not recommended for survey control.
 OK0040
 OK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0040.See file dsdata.pdf to determine how the superseded data were derived.
 OK0040
 OK0040_MARKER: DB = BENCH MARK DISK
 OK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0040_STAMPING: E 93 1934
 OK0040_MARK LOGO: CGS
 OK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0040+STABILITY: SURFACE MOTION
 OK0040
 OK0040  HISTORY     - Date     Condition        Report By
 OK0040  HISTORY     - 1934     MONUMENTED       CGS
 OK0040  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0040
 OK0040                          STATION DESCRIPTION
 OK0040
 OK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0040'3.5 MI E FROM GLADWIN.
 OK0040'3.5 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0040'GLADWIN, GLADWIN COUNTY, 50 YARDS SOUTH AND ACROSS THE HIGHWAY
 OK0040'FROM A SQUARE ONE-STORY HOUSE, 30.7 FEET SOUTH OF THE CENTERLINE
 OK0040'OF THE HIGHWAY, AT THE EDGE OF A FENCE, AND LEVEL WITH THE
 OK0040'ROADWAY.  A STANDARD DISK, STAMPED E 93 1934 AND SET IN THE TOP
 OK0040'OF A CONCRETE POST.
 OK0040
 OK0040                          STATION RECOVERY (1998)
 OK0040
 OK0040'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0428 ***********************************************************************
 OK0428  DESIGNATION -  E 94
 OK0428  PID         -  OK0428
 OK0428  STATE/COUNTY-  MI/LAKE
 OK0428  COUNTRY     -  US
 OK0428  USGS QUAD   -  TOWNSEND LAKE (2017)
 OK0428
 OK0428                         *CURRENT SURVEY CONTROL
 OK0428  ______________________________________________________________________
 OK0428* NAD 83(1986) POSITION- 43 55 26.71   (N) 085 58 36.15   (W)   HD_HELD1
 OK0428* NAVD 88 ORTHO HEIGHT -   229.971 (meters)      754.50  (feet) ADJUSTED
 OK0428  ______________________________________________________________________
 OK0428  GEOID HEIGHT    -        -34.184 (meters)                     GEOID18
 OK0428  DYNAMIC HEIGHT  -        229.932 (meters)      754.37  (feet) COMP
 OK0428  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 OK0428
 OK0428  VERT ORDER      -  FIRST     CLASS II
 OK0428
 OK0428.The horizontal coordinates were determined by differentially corrected
 OK0428.hand held GPS observations or other comparable positioning techniques
 OK0428.and have an estimated accuracy of +/- 3 meters.
 OK0428
 OK0428.The orthometric height was determined by differential leveling and
 OK0428.adjusted by the NATIONAL GEODETIC SURVEY
 OK0428.in June 1991.
 OK0428
 OK0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0428.GEOID18 height accuracy estimate available here.
 OK0428
 OK0428.Click photographs - Photos may exist for this station.
 OK0428
 OK0428.The dynamic height is computed by dividing the NAVD 88
 OK0428.geopotential number by the normal gravity value computed on the
 OK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0428.degrees latitude (g = 980.6199 gals.).
 OK0428
 OK0428.The modeled gravity was interpolated from observed gravity values.
 OK0428
 OK0428;                    North         East    Units  Estimated Accuracy
 OK0428;SPC MI C     -    68,782.8   5,870,699.7     MT  (+/- 3 meters HH1 GPS) 
 OK0428
 OK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8214663950(NAD 83)
 OK0428
 OK0428                          SUPERSEDED SURVEY CONTROL
 OK0428
 OK0428  NGVD 29 (??/??/92)  230.068  (m)          754.81   (f) ADJ UNCH    1 2
 OK0428
 OK0428.Superseded values are not recommended for survey control.
 OK0428
 OK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0428.See file dsdata.pdf to determine how the superseded data were derived.
 OK0428
 OK0428_MARKER: DB = BENCH MARK DISK
 OK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0428_STAMPING: E 94 1934
 OK0428_MARK LOGO: CGS
 OK0428_PROJECTION: PROJECTING 15 CENTIMETERS
 OK0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0428+STABILITY: SURFACE MOTION
 OK0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0428+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 OK0428
 OK0428  HISTORY     - Date     Condition        Report By
 OK0428  HISTORY     - 1934     MONUMENTED       CGS
 OK0428  HISTORY     - 1982     GOOD             USGS
 OK0428  HISTORY     - 19921110 GOOD             NGS
 OK0428  HISTORY     - 19990930 GOOD             USPSQD
 OK0428  HISTORY     - 20031011 GOOD             USPSQD
 OK0428  HISTORY     - 20200729 GOOD             MIDT
 OK0428
 OK0428                          STATION DESCRIPTION
 OK0428
 OK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0428'3.3 MI E FROM BRANCH.
 OK0428'IN LAKE COUNTY, 3.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO
 OK0428'RAILWAY FROM THE STATION AT BRANCH, MASON COUNTY, AT A ROAD
 OK0428'CROSSING, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET
 OK0428'NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, AND ABOUT 2
 OK0428'FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 94
 OK0428'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 OK0428'ABOVE GROUND.
 OK0428
 OK0428                          STATION RECOVERY (1982)
 OK0428
 OK0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0428'IN LAKE COUNTY, 3.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 OK0428'FROM THE STAION AT BRANCH, MASON COUNTY, 51 FEET SOUTH AND 60 FEET
 OK0428'WEST OF TRAIL SOUTH TO RAINBOW RAPIDS LANDING, 2 FEET WEST OF 4 X 4
 OK0428'NATIONAL FOREST SERVICE WITNESS POST. A STANDARD DISK, STAMPED 'E 94
 OK0428'1934' AND SET IN THE TOP OF A CONCETE POST PROJECTING 4 INCHES ABOVE
 OK0428'GROUND.
 OK0428
 OK0428                          STATION RECOVERY (1992)
 OK0428
 OK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0428'10.8 KM (6.70 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0428'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 19.0 M (62.3 FT) NORTHWEST OF
 OK0428'THE CENTER OF A ROAD, 16.9 M (55.4 FT) SOUTHWEST OF THE CENTER OF
 OK0428'WINGLETON ROAD, 13.2 M (43.3 FT) NORTHEAST OF THE NEAR RAIL, 0.6 M
 OK0428'(2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) WEST OF A
 OK0428'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OK0428'GROUND SURFACE.
 OK0428
 OK0428                          STATION RECOVERY (1999)
 OK0428
 OK0428'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0428'RECOVERED IN GOOD CONDITION.
 OK0428
 OK0428                          STATION RECOVERY (2003)
 OK0428
 OK0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0428'RECOVERED IN GOOD CONDITION.
 OK0428
 OK0428                          STATION RECOVERY (2020)
 OK0428
 OK0428'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0428'A LARGE PILE OF FALLEN TREES IS 3 FT (0.9 M) TO THE NORTH AND THERE
 OK0428'ARE TREE BRANCHES OVERTOP OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0443 ***********************************************************************
 OK0443  DESIGNATION -  E 95
 OK0443  PID         -  OK0443
 OK0443  STATE/COUNTY-  MI/NEWAYGO
 OK0443  COUNTRY     -  US
 OK0443  USGS QUAD   -  WOODLAND PARK (2017)
 OK0443
 OK0443                         *CURRENT SURVEY CONTROL
 OK0443  ______________________________________________________________________
 OK0443* NAD 83(2011) POSITION- 43 44 49.82395(N) 085 51 27.25834(W)   ADJUSTED
 OK0443* NAD 83(2011) ELLIP HT-   228.455 (meters)        (06/27/12)   ADJUSTED
 OK0443* NAD 83(2011) EPOCH   -  2010.00
 OK0443* NAVD 88 ORTHO HEIGHT -   262.265 (meters)      860.45  (feet) ADJUSTED
 OK0443  ______________________________________________________________________
 OK0443  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 OK0443  NAD 83(2011) X  -    333,377.334 (meters)                     COMP
 OK0443  NAD 83(2011) Y  - -4,603,054.072 (meters)                     COMP
 OK0443  NAD 83(2011) Z  -  4,387,999.250 (meters)                     COMP
 OK0443  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 OK0443  DYNAMIC HEIGHT  -        262.216 (meters)      860.29  (feet) COMP
 OK0443  MODELED GRAVITY -    980,425.9   (mgal)                       NAVD 88
 OK0443
 OK0443  VERT ORDER      -  SECOND    CLASS 0
 OK0443
 OK0443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0443  Standards:
 OK0443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0443  -------------------------------------------------------------------
 OK0443  NETWORK    1.58   3.96           0.73   0.52   2.02     -0.12559959
 OK0443  -------------------------------------------------------------------
 OK0443  Click here for local accuracies and other accuracy information.
 OK0443
 OK0443.The horizontal coordinates were established by GPS observations
 OK0443.and adjusted by the National Geodetic Survey in June 2012.
 OK0443
 OK0443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0443.been affixed to the stable North American tectonic plate. See 
 OK0443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0443
 OK0443.The horizontal coordinates are valid at the epoch date displayed above
 OK0443.which is a decimal equivalence of Year/Month/Day.
 OK0443
 OK0443.The orthometric height was determined by differential leveling and
 OK0443.adjusted by the NATIONAL GEODETIC SURVEY
 OK0443.in June 1991.
 OK0443
 OK0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0443.GEOID18 height accuracy estimate available here.
 OK0443
 OK0443.Click photographs - Photos may exist for this station.
 OK0443
 OK0443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0443
 OK0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0443
 OK0443.The ellipsoidal height was determined by GPS observations
 OK0443.and is referenced to NAD 83.
 OK0443
 OK0443.The dynamic height is computed by dividing the NAVD 88
 OK0443.geopotential number by the normal gravity value computed on the
 OK0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0443.degrees latitude (g = 980.6199 gals.).
 OK0443
 OK0443.The modeled gravity was interpolated from observed gravity values.
 OK0443
 OK0443. The following values were computed from the NAD 83(2011) position.
 OK0443
 OK0443;                    North         East     Units Scale Factor Converg.
 OK0443;SPC MI S     -   250,686.655 3,879,917.410   MT  1.00002022   -1 00 52.6
 OK0443;SPC MI S     -   822,462.78 12,729,387.83   iFT  1.00002022   -1 00 52.6
 OK0443;UTM  16      - 4,844,426.701   591,981.492   MT  0.99970406   +0 47 24.1
 OK0443
 OK0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0443!SPC MI S     -   0.99996418  x   1.00002022  =   0.99998440
 OK0443!UTM  16      -   0.99996418  x   0.99970406  =   0.99966825
 OK0443
 OK0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9198144426(NAD 83)
 OK0443
 OK0443                          SUPERSEDED SURVEY CONTROL
 OK0443
 OK0443  NAD 83(2007)-  43 44 49.82428(N)    085 51 27.25948(W) AD(2002.00) 0
 OK0443  ELLIP H (02/10/07)  228.468  (m)                       GP(2002.00)    
 OK0443  ELLIP H (07/12/02)  228.492  (m)                       GP(       ) 4 2
 OK0443  NAD 83(1994)-  43 44 49.82401(N)    085 51 27.25889(W) AD(       ) B
 OK0443  ELLIP H (09/20/95)  228.538  (m)                       GP(       ) 1 2
 OK0443  NAD 83(1986)-  43 44 49.82636(N)    085 51 27.26006(W) AD(       ) 1
 OK0443  NAD 83(1986)-  43 44 49.82333(N)    085 51 27.26262(W) AD(       ) 3
 OK0443  NAVD 88 (09/20/95)  262.2    (m)  GEOID93  model used  GPS OBS        
 OK0443  NAVD 88             262.26   (m)          860.4    (f) LEVELING    3  
 OK0443  NAVD 88             262.27   (m)          860.5    (f) LEVELING    3  
 OK0443  NGVD 29 (??/??/92)  262.369  (m)          860.79   (f) ADJ UNCH    2 0
 OK0443  NGVD 29             262.37   (m)          860.8    (f) LEVELING    3  
 OK0443
 OK0443.Superseded values are not recommended for survey control.
 OK0443
 OK0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0443.See file dsdata.pdf to determine how the superseded data were derived.
 OK0443
 OK0443_MARKER: DB = BENCH MARK DISK
 OK0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0443_STAMPING: E 95 1934
 OK0443_MARK LOGO: CGS
 OK0443_PROJECTION: PROJECTING 15 CENTIMETERS
 OK0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0443+STABILITY: SURFACE MOTION
 OK0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0443+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2025
 OK0443
 OK0443  HISTORY     - Date     Condition        Report By
 OK0443  HISTORY     - 1934     MONUMENTED       CGS
 OK0443  HISTORY     - 1942     GOOD             CGS
 OK0443  HISTORY     - 1984     GOOD             USPSQD
 OK0443  HISTORY     - 19890301 GOOD             NGS
 OK0443  HISTORY     - 19910531 GOOD             USFS
 OK0443  HISTORY     - 19910702 GOOD             NGS
 OK0443  HISTORY     - 19941025 GOOD             NGS
 OK0443  HISTORY     - 19960527 GOOD             USPSQD
 OK0443  HISTORY     - 20070908 GOOD             GEOCAC
 OK0443  HISTORY     - 20200730 GOOD             MIDT
 OK0443  HISTORY     - 20250724 GOOD             MIDT
 OK0443
 OK0443                          STATION DESCRIPTION
 OK0443
 OK0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0443'AT BITELY.
 OK0443'AT BITELY, NEWAYGO COUNTY,ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0443'39 FEET SOUTH OF THE SOUTH FACE OF THE STATION, AT A ROAD
 OK0443'CROSSING, 89 FEET NORTH OF THE CENTERLINE OF THE ROAD, 29 FEET
 OK0443'EAST OF THE EAST RAIL, AND 1 FOOT HIGHER THAN THE TOP OF THE
 OK0443'RAIL.  A STANDARD DISK, STAMPED E 95 1934 AND SET IN THE TOP OF
 OK0443'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0443
 OK0443                          STATION RECOVERY (1984)
 OK0443
 OK0443'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0443'RAILWAY STATION REMOVED.
 OK0443
 OK0443                          STATION RECOVERY (1989)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0443'THE STATION IS LOCATED ABOUT 23.2 KM (14.40 MI) NORTHWEST OF WHITE
 OK0443'CLOUD, 16.4 KM (10.20 MI) SOUTH OF BALDWIN AND 0.2 KM (0.10 MI) EAST
 OK0443'OF BITELY.  OWNERSHIP--VILLAGE OF BITELY.
 OK0443'TO REACH THE STATION FROM THE POST OFFICE IN BITELY, GO NORTH ON
 OK0443'BINGHAM AVENUE FOR 0.1 KM (0.05 MI) TO A CROSS STREET AT A FLASHING
 OK0443'REDLIGHT.  TURN RIGHT AND GO EAST ON MAIN STREET FOR 0.21 KM
 OK0443'(0.15 MI) TO THE STATION ON THE LEFT, JUST AFTER CROSSING RAILROAD
 OK0443'TRACKS.
 OK0443'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OK0443'MONUMENT THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 26.4 M
 OK0443'(86.6 FT) NORTH OF THE CENTER OF MAIN STREET, 6.9 M (22.6 FT) EAST OF
 OK0443'THE NEAR RAIL AND 0.35 M (1.1 FT) SOUTH OF A WITNESS POST.
 OK0443'DESCRIBED BY E.J. HANSMANN.
 OK0443
 OK0443                          STATION RECOVERY (1991)
 OK0443
 OK0443'RECOVERY NOTE BY US FOREST SERVICE 1991
 OK0443'IN BITELY ON THE EAST SIDE OF TOWN NEXT TO THE R.R. TRACKS.  FROM THE
 OK0443'INTERSECTION OF BINGHAM AVE. AND MAIN STREET IN BITELY PROCEED EAST
 OK0443'0.1 MI (0.2 KM) TO STATION ON LEFT, 88 FT (26.8 M) NORTH OF THE
 OK0443'CENTERLINE OF MAIN STREET, 24 FT (7.3 M) EAST OF THE CENTERLINE OF THE
 OK0443'EXISTING R.R. TRACKS, 1 FT (0.3 M) SOUTH OF A WOOD SURVEY MARKER POST.
 OK0443'MAP POSITION IS NEAR THE WEST 1/4 CORNER OF SECTION 27 T16N R13W.  THE
 OK0443'RAILWAY STATION IS GONE AND THE TRACKS HAVE MOVED SINCE THE 1934
 OK0443'DESCRIPTION.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET INTO
 OK0443'THE TOP OF A 6 INCH SQUARE POST, PROJECTING 6 INCHES ABOVE GROUND.
 OK0443'THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OK0443'DESCRIPTION.
 OK0443
 OK0443                          STATION RECOVERY (1991)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0443'THE STATION IS LOCATED ABOUT 23.2 KM (14.4 MI) NORTHWEST OF WHITE
 OK0443'CLOUD, 16.4 KM (10.2 MI) SOUTH OF BALDWIN AND 0.2 KM (0.1 MI) EAST OF
 OK0443'BITELY.  OWNERSHIP--VILLAGE OF BITELY.
 OK0443'TO REACH THE STATION FROM THE POST OFFICE IN BITELY, GO NORTH ON
 OK0443'BINGHAM AVENUE FOR 0.1 KM (0.1 MI) TO A CROSS STREET AT A FLASHING
 OK0443'RED LIGHT.  TURN RIGHT AND GO EAST ON MAIN STREET FOR 0.21 KM
 OK0443'(0.13 MI) TO THE STATION ON THE LEFT JUST AFTER CROSSING RAILROAD
 OK0443'TRACKS.
 OK0443'STATION IS 26.4 M (86.6 FT) NORTH OF THE CENTER OF MAIN STREET, 6.9 M
 OK0443'(22.6 FT) EAST OF THE NEAR RAIL AND 0.35 M (1.15 FT) SOUTH OF A
 OK0443'4X4-INCH WOODEN POST THAT PROJECTS ABOUT 1.2 M.
 OK0443
 OK0443                          STATION RECOVERY (1994)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0443'STATION IS LOCATED IN QUAD 430854, ABOUT 19 KM (11.80 MI) NORTH OF
 OK0443'WHITE CLOUD, IN BITELY, IN THE SOUTHWEST 1/4 OF SECTION 27, T 16 N, R
 OK0443'13 W, LILLEY TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37
 OK0443'AND COUNTY ROAD B-96 GOING EAST AND FOURTEEN MILE ROAD GOING WEST,
 OK0443'WHICH IS ABOUT 1.5 MI (2.4 KM) NORTHEAST OF BITELY, GO WEST ON
 OK0443'FOURTEEN MILE ROAD FOR 0.95 MI (1.53 KM) TO ITS JUNCTION WITH BINGHAM
 OK0443'AVENUE.  TURN LEFT AND GO SOUTH ON BINGHAM AVENUE FOR 0.65 MI (1.05
 OK0443'KM) TO A STOPLIGHT AT THE JUNCTION OF MAIN STREET IN BITELY (THIS IS
 OK0443'0.05 MI (0.08 KM) NORTH OF THE POST OFFICE IN BITELY) . TURN LEFT AND
 OK0443'GO EAST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING AND
 OK0443'THE STATION ON THE EAST SIDE OF TRACKS. STATION IS 88.0 FT (26.8 M)
 OK0443'NORTH OF THE CENTERLINE OF MAIN STREET, 24.0 FT (7.3 M) EAST OF THE
 OK0443'CENTER OF THE EXISTING RAILROAD TRACKS, AND 1 FT (0.3 M) SOUTH FROM A
 OK0443'WOODEN MARKER POST FOR A BURIED CABLE.
 OK0443
 OK0443                          STATION RECOVERY (1996)
 OK0443
 OK0443'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0443'RECOVERED IN GOOD CONDITION.
 OK0443
 OK0443                          STATION RECOVERY (2007)
 OK0443
 OK0443'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0443'RECOVERED IN GOOD CONDITION.
 OK0443
 OK0443                          STATION RECOVERY (2020)
 OK0443
 OK0443'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0443'RECOVERED IN GOOD CONDITION.
 OK0443
 OK0443                          STATION RECOVERY (2025)
 OK0443
 OK0443'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0389 ***********************************************************************
 OK0389  CBN         -  This is a Cooperative Base Network Control Station.
 OK0389  DESIGNATION -  E 97
 OK0389  PID         -  OK0389
 OK0389  STATE/COUNTY-  MI/KENT
 OK0389  COUNTRY     -  US
 OK0389  USGS QUAD   -  SPARTA (2017)
 OK0389
 OK0389                         *CURRENT SURVEY CONTROL
 OK0389  ______________________________________________________________________
 OK0389* NAD 83(2011) POSITION- 43 08 21.35800(N) 085 41 24.66217(W)   ADJUSTED
 OK0389* NAD 83(2011) ELLIP HT-   195.349 (meters)        (06/27/12)   ADJUSTED
 OK0389* NAD 83(2011) EPOCH   -  2010.00
 OK0389* NAVD 88 ORTHO HEIGHT -   228.927 (meters)      751.07  (feet) ADJUSTED
 OK0389  ______________________________________________________________________
 OK0389  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 OK0389  NAD 83(2011) X  -    350,311.993 (meters)                     COMP
 OK0389  NAD 83(2011) Y  - -4,648,348.945 (meters)                     COMP
 OK0389  NAD 83(2011) Z  -  4,338,937.742 (meters)                     COMP
 OK0389  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 OK0389  DYNAMIC HEIGHT  -        228.870 (meters)      750.88  (feet) COMP
 OK0389  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 OK0389  OBS GRAVITY     -    980,374.1   (mgal)                       GRAV_OBS
 OK0389
 OK0389  VERT ORDER      -  SECOND    CLASS 0
 OK0389
 OK0389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0389  Standards:
 OK0389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0389  -------------------------------------------------------------------
 OK0389  NETWORK    1.42   3.37           0.63   0.52   1.72     -0.16675839
 OK0389  -------------------------------------------------------------------
 OK0389  Click here for local accuracies and other accuracy information.
 OK0389
 OK0389.The horizontal coordinates were established by GPS observations
 OK0389.and adjusted by the National Geodetic Survey in June 2012.
 OK0389
 OK0389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0389.been affixed to the stable North American tectonic plate. See 
 OK0389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0389
 OK0389.The horizontal coordinates are valid at the epoch date displayed above
 OK0389.which is a decimal equivalence of Year/Month/Day.
 OK0389
 OK0389.The orthometric height was determined by differential leveling and
 OK0389.adjusted by the NATIONAL GEODETIC SURVEY
 OK0389.in June 1991.
 OK0389
 OK0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0389.GEOID18 height accuracy estimate available here.
 OK0389
 OK0389.Click photographs - Photos may exist for this station.
 OK0389
 OK0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0389
 OK0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0389
 OK0389.The ellipsoidal height was determined by GPS observations
 OK0389.and is referenced to NAD 83.
 OK0389
 OK0389.The dynamic height is computed by dividing the NAVD 88
 OK0389.geopotential number by the normal gravity value computed on the
 OK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0389.degrees latitude (g = 980.6199 gals.).
 OK0389
 OK0389.The modeled gravity was interpolated from observed gravity values.
 OK0389
 OK0389.The observed gravity was obtained from relative gravimeter ties
 OK0389.to the IGSN71 gravity network.
 OK0389
 OK0389. The following values were computed from the NAD 83(2011) position.
 OK0389
 OK0389;                    North         East     Units Scale Factor Converg.
 OK0389;SPC MI S     -   182,933.098 3,892,336.582   MT  0.99991670   -0 54 02.5
 OK0389;SPC MI S     -   600,174.21 12,770,133.14   iFT  0.99991670   -0 54 02.5
 OK0389;UTM  16      - 4,777,112.859   606,520.133   MT  0.99973958   +0 53 44.5
 OK0389
 OK0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0389!SPC MI S     -   0.99996937  x   0.99991670  =   0.99988607
 OK0389!UTM  16      -   0.99996937  x   0.99973958  =   0.99970895
 OK0389
 OK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0652077112(NAD 83)
 OK0389
 OK0389                          SUPERSEDED SURVEY CONTROL
 OK0389
 OK0389  NAD 83(2007)-  43 08 21.35805(N)    085 41 24.66293(W) AD(2002.00) 0
 OK0389  ELLIP H (02/10/07)  195.370  (m)                       GP(2002.00)    
 OK0389  ELLIP H (06/11/02)  195.356  (m)                       GP(       ) 4 1
 OK0389  NAD 83(1994)-  43 08 21.35791(N)    085 41 24.66361(W) AD(       ) B
 OK0389  ELLIP H (09/20/95)  195.420  (m)                       GP(       ) 1 2
 OK0389  NAVD 88             228.93   (m)          751.1    (f) LEVELING    3  
 OK0389  NGVD 29 (??/??/92)  229.059  (m)          751.50   (f) ADJ UNCH    2 0
 OK0389
 OK0389.Superseded values are not recommended for survey control.
 OK0389
 OK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0389.See file dsdata.pdf to determine how the superseded data were derived.
 OK0389
 OK0389_MARKER: DB = BENCH MARK DISK
 OK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0389_STAMPING: E 97 1934
 OK0389_MARK LOGO: CGS
 OK0389_PROJECTION: FLUSH
 OK0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0389+STABILITY: SURFACE MOTION
 OK0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0389+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 OK0389
 OK0389  HISTORY     - Date     Condition        Report By
 OK0389  HISTORY     - 1934     MONUMENTED       CGS
 OK0389  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OK0389  HISTORY     - 1987     GOOD             USPSQD
 OK0389  HISTORY     - 1989     GOOD             USPSQD
 OK0389  HISTORY     - 1991     GOOD             USPSQD
 OK0389  HISTORY     - 19940727 GOOD             NGS
 OK0389  HISTORY     - 20010403 GOOD             NGS
 OK0389  HISTORY     - 20031004 GOOD             JCLS
 OK0389  HISTORY     - 20041111 GOOD             INDIV
 OK0389  HISTORY     - 20070221 GOOD             GEOCAC
 OK0389  HISTORY     - 20200610 GOOD             MIDT
 OK0389
 OK0389                          STATION DESCRIPTION
 OK0389
 OK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0389'1.6 MI S FROM SPARTA.
 OK0389'1.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0389'THE STATION AT SPARTA, KENT COUNTY, ACROSS THE TRACK FROM
 OK0389'THE HOME OF A.E. THOMPSON, 45.5 FEET SOUTHEAST OF A ROAD
 OK0389'CROSSING, 21.3 FEET EAST OF THE EAST RAIL, 20.2 FEET WEST OF
 OK0389'A FENCE LINE, 6 FEET SOUTH OF A POLE, AND 1 FOOT HIGHER THAN
 OK0389'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 97 1934 AND
 OK0389'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OK0389'GROUND.
 OK0389
 OK0389                          STATION RECOVERY (1983)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0389'MARK NOT FOUND.
 OK0389
 OK0389                          STATION RECOVERY (1987)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1989)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1991)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1991 (TPH)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1994)
 OK0389
 OK0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0389'STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH OF GRAND RAPIDS, 2 KM
 OK0389'(1.25 MI) SOUTHEAST OF SPARTA, 0.8 KM (0.50 MI) SOUTH OF TWELVE MILE
 OK0389'RD, 0.5 KM (0.30 MI) NORTH OF SCHULTZ ST, AT THE INTERSECTION OF
 OK0389'ALPINE AVENUE AND THE CHESAPEAKE AND OHIO RAILROAD, IN SECTION 25, T 9
 OK0389'N, R 12 W, SPARTA TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE
 OK0389'HIGHWAY 37 (ALPINE AVENUE) AND INTERSTATE HIGHWAY 96 (EXIT 30) , ABOUT
 OK0389'3.2 MI (5.1 KM) NORTH FROM DOWNTOWN GRAND RAPIDS, GO NORTH 5.2 MI (8.4
 OK0389'KM) ALONG HIGHWAY 37 (ALPINE AVENUE) TO WHERE ALPINE AVENUE LEAVES
 OK0389'HIGHWAY 37.  TURN RIGHT AND CONTINUE ALONG ALPINE AVENUE NORTH FOR 3.2
 OK0389'MI (5.1 KM) TO THE INTERSECTION OF THE RAILROAD AND ALPINE AVENUE.
 OK0389'STATION IS 21 FT (6.4 M) NORTHEAST FROM THE EASTERLY RAILROAD TRACK, 8
 OK0389'FT (2.4 M) EAST FROM A UTILITY POLE, 43 FT (13.1 M) EAST FROM THE
 OK0389'CENTERLINE OF ALPINE AVENUE AND 6 FT (1.8 M) NORTH FROM A 7 FT (2.1 M)
 OK0389'TALL BY 2 FT (0.6 M) BY 3.5 FT (1.1 M) SWITCHING BOX.
 OK0389
 OK0389                          STATION RECOVERY (2001)
 OK0389
 OK0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDL)
 OK0389'STATION WAS RECOVERED ON 04-03-2001 BY A PRIVATE SURVEY FIRM,
 OK0389'WILLIAMS AND WORKS, (JDL) IN GOOD CONDITION.  STATION IS MARGINAL
 OK0389'FOR G.P.S. OCCUPATION DUE TO OBSTRUCTIONS AND MULTIPATH
 OK0389'POTENTIAL.  A UTILITY POLE AND SWITCH BOX BOTH WITHIN 2 METERS OF
 OK0389'MARK.  ACTIVE RAILROAD TRACK IS ABOUT 7 METERS SOUTH OF MARK.
 OK0389'
 OK0389'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0389
 OK0389                          STATION RECOVERY (2003)
 OK0389
 OK0389'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (2004)
 OK0389
 OK0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (2007)
 OK0389
 OK0389'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (2020)
 OK0389
 OK0389'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OK0389'THE MARK IS 21 FT (6.4 M) NORTHEAST FROM THE EDGE OF THE RAILROAD, 1.6
 OK0389'FT (0.5 M) NORTHEAST OF A METAL WITNESS POST AND 8.8 FT (2.7 M) SOUTH
 OK0389'OF AN UNDERGROUND CABLE JUNCTION BOX.  THE UTILITY POLE IS NO LONGER
 OK0389'PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0690 ***********************************************************************
 NF0690  DESIGNATION -  E 98
 NF0690  PID         -  NF0690
 NF0690  STATE/COUNTY-  MI/ALLEGAN
 NF0690  COUNTRY     -  US
 NF0690  USGS QUAD   -  MARTIN (2017)
 NF0690
 NF0690                         *CURRENT SURVEY CONTROL
 NF0690  ______________________________________________________________________
 NF0690* NAD 83(1986) POSITION- 42 37 12.     (N) 085 39 06.     (W)   SCALED
 NF0690* NAVD 88 ORTHO HEIGHT -   245.964 (meters)      806.97  (feet) ADJUSTED
 NF0690  ______________________________________________________________________
 NF0690  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 NF0690  DYNAMIC HEIGHT  -        245.895 (meters)      806.74  (feet) COMP
 NF0690  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NF0690
 NF0690  VERT ORDER      -  SECOND    CLASS 0
 NF0690
 NF0690.The horizontal coordinates were scaled from a map and have
 NF0690.an estimated accuracy of +/- 6 seconds.
 NF0690
 NF0690.The orthometric height was determined by differential leveling and
 NF0690.adjusted by the NATIONAL GEODETIC SURVEY
 NF0690.in June 1991.
 NF0690
 NF0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0690.GEOID18 height accuracy estimate available here.
 NF0690
 NF0690.Click photographs - Photos may exist for this station.
 NF0690
 NF0690.The dynamic height is computed by dividing the NAVD 88
 NF0690.geopotential number by the normal gravity value computed on the
 NF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0690.degrees latitude (g = 980.6199 gals.).
 NF0690
 NF0690.The modeled gravity was interpolated from observed gravity values.
 NF0690
 NF0690;                    North         East    Units  Estimated Accuracy
 NF0690;SPC MI S     -   125,210.    3,894,590.      MT  (+/- 180 meters Scaled)
 NF0690
 NF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN105194(NAD 83)
 NF0690
 NF0690                          SUPERSEDED SURVEY CONTROL
 NF0690
 NF0690  NGVD 29 (??/??/92)  246.095  (m)          807.40   (f) ADJ UNCH    2 0
 NF0690
 NF0690.Superseded values are not recommended for survey control.
 NF0690
 NF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0690.See file dsdata.pdf to determine how the superseded data were derived.
 NF0690
 NF0690_MARKER: DB = BENCH MARK DISK
 NF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0690_STAMPING: E 98 1934 807.456
 NF0690_MARK LOGO: CGS
 NF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0690+STABILITY: SURFACE MOTION
 NF0690
 NF0690  HISTORY     - Date     Condition        Report By
 NF0690  HISTORY     - 1934     MONUMENTED       CGS
 NF0690  HISTORY     - 1948     GOOD             CGS
 NF0690  HISTORY     - 1983     GOOD             USPSQD
 NF0690  HISTORY     - 1987     GOOD             USPSQD
 NF0690  HISTORY     - 1989     GOOD             USPSQD
 NF0690  HISTORY     - 20070602 MARK NOT FOUND   GEOCAC
 NF0690
 NF0690                          STATION DESCRIPTION
 NF0690
 NF0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0690'2.1 MI N FROM SHELBYVILLE.
 NF0690'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0690'AT SHELBYVILLE, ABOUT 0.8 MILE SOUTH OF THE CROSSING OF THE MAIN
 NF0690'EAST-WEST ROAD AT BRADLEY, ABOUT 0.2 MILE NORTH OF MILE POST 209,
 NF0690'AT A PUBLIC EAST-WEST GRAVEL ROAD CROSSING, ABOUT 100 YARDS
 NF0690'NORTH OF A CURVE IN TRACK WITH TANGENTS NORTH AND SOUTHEAST,
 NF0690'47.6 FEET EAST OF THE EAST RAIL, 40 FEET NORTH OF THE CENTER LINE
 NF0690'OF THE ROAD, 42.2 FEET NORTHEAST OF THE CROSSING WARNING SIGN,
 NF0690'13.5 FEET WEST OF THE R/W FENCE, 24 FEET WEST-NORTHWEST OF A
 NF0690'26-INCH MAPLE TREE, 15 FEET NORTHWEST OF A 20-INCH ELM TREE SERVING
 NF0690'AS A FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0690'4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NF0690'PROJECTING 4 INCHES.
 NF0690
 NF0690                          STATION RECOVERY (1983)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0690'RECOVERED IN GOOD CONDITION.
 NF0690
 NF0690                          STATION RECOVERY (1987)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0690'RECOVERED IN GOOD CONDITION.
 NF0690
 NF0690                          STATION RECOVERY (1989)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0690'RECOVERED IN GOOD CONDITION.
 NF0690
 NF0690                          STATION RECOVERY (2007)
 NF0690
 NF0690'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0690'MARK MAY HAVE BEEN LOST IN PLACEMENT OF UNDERGROUND GAS LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0161 ***********************************************************************
 SG0161  DESIGNATION -  EAGLE HARBOR LH MIGS
 SG0161  PID         -  SG0161
 SG0161  STATE/COUNTY-  MI/KEWEENAW
 SG0161  COUNTRY     -  US
 SG0161  USGS QUAD   -  EAGLE HARBOR (2017)
 SG0161
 SG0161                         *CURRENT SURVEY CONTROL
 SG0161  ______________________________________________________________________
 SG0161* NAD 83(1994) POSITION- 47 27 34.82951(N) 088 09 33.12729(W)   ADJUSTED
 SG0161* NAVD 88 ORTHO HEIGHT -   408.    (meters)     1339.    (feet) SCALED
 SG0161  ______________________________________________________________________
 SG0161  GEOID HEIGHT    -        -34.884 (meters)                     GEOID18
 SG0161  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 SG0161  HORZ ORDER      -  THIRD
 SG0161
 SG0161.The horizontal coordinates were established by classical geodetic methods
 SG0161.and adjusted by the National Geodetic Survey in February 1997.
 SG0161
 SG0161.The orthometric height was scaled from a topographic map.
 SG0161
 SG0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0161.GEOID18 height accuracy estimate available here.
 SG0161
 SG0161.Click photographs - Photos may exist for this station.
 SG0161
 SG0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0161
 SG0161. The following values were computed from the NAD 83(1994) position.
 SG0161
 SG0161;                    North         East     Units Scale Factor Converg.
 SG0161;SPC MI N     -   298,123.553 7,912,587.901   MT  1.00011377   -0 50 16.3
 SG0161;SPC MI N     -   978,095.65 25,959,934.06   iFT  1.00011377   -0 50 16.3
 SG0161;UTM  16      - 5,256,899.419   412,630.195   MT  0.99969381   -0 51 15.0
 SG0161
 SG0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0161!SPC MI N     -   0.99994152  x   1.00011377  =   1.00005528
 SG0161!UTM  16      -   0.99994152  x   0.99969381  =   0.99963535
 SG0161
 SG0161:                Primary Azimuth Mark                     Grid Az
 SG0161:SPC MI N     -  WEST BLUFF 2                             088 39 30.7
 SG0161:UTM  16      -  WEST BLUFF 2                             088 40 29.4
 SG0161
 SG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1263056899(NAD 83)
 SG0161
 SG0161|---------------------------------------------------------------------|
 SG0161| PID    Reference Object                     Distance      Geod. Az  |
 SG0161|                                                           dddmmss.s |
 SG0161| TY7767 WEST BLUFF 2                        APPROX.14.4 KM 0874914.4 |
 SG0161|---------------------------------------------------------------------|
 SG0161
 SG0161                          SUPERSEDED SURVEY CONTROL
 SG0161
 SG0161  NAD 83(1986)-  47 27 34.81835(N)    088 09 33.09922(W) AD(       ) 3
 SG0161  NAD 27      -  47 27 35.13000(N)    088 09 32.70200(W) AD(       ) 3
 SG0161
 SG0161.Superseded values are not recommended for survey control.
 SG0161
 SG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0161.See file dsdata.pdf to determine how the superseded data were derived.
 SG0161
 SG0161_MARKER: 13 = LIGHTHOUSE
 SG0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0161+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 SG0161
 SG0161  HISTORY     - Date     Condition        Report By
 SG0161  HISTORY     - 1934     FIRST OBSERVED   MIGS
 SG0161  HISTORY     - 20000904 GOOD             MIDT
 SG0161  HISTORY     - 20030617 GOOD             GEOCAC
 SG0161
 SG0161                          STATION DESCRIPTION
 SG0161
 SG0161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 SG0161'THE LIGHTHOUSE IS A HISTORICAL LANDMARK AND POPULAR TOURIST
 SG0161'ATTRACTION.  IT IS LOCATED IN EAGLE HARBOR JUST OFF STATE HIGHWAY
 SG0161'M-26, THE LIGHT IS OPERATIONAL.
 SG0161
 SG0161                          STATION RECOVERY (2003)
 SG0161
 SG0161'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 SG0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0081 ***********************************************************************
 RJ0081  DESIGNATION -  EARL
 RJ0081  PID         -  RJ0081
 RJ0081  STATE/COUNTY-  MI/CHIPPEWA
 RJ0081  COUNTRY     -  US
 RJ0081  USGS QUAD   -  PICKFORD (2017)
 RJ0081
 RJ0081                         *CURRENT SURVEY CONTROL
 RJ0081  ______________________________________________________________________
 RJ0081* NAD 83(1986) POSITION- 46 11 14.     (N) 084 19 12.     (W)   SCALED
 RJ0081* NAVD 88 ORTHO HEIGHT -   190.386 (meters)      624.62  (feet) ADJUSTED
 RJ0081  ______________________________________________________________________
 RJ0081  GEOID HEIGHT    -        -36.296 (meters)                     GEOID18
 RJ0081  DYNAMIC HEIGHT  -        190.394 (meters)      624.65  (feet) COMP
 RJ0081  MODELED GRAVITY -    980,650.8   (mgal)                       NAVD 88
 RJ0081
 RJ0081  VERT ORDER      -  FIRST     CLASS 0
 RJ0081
 RJ0081.The horizontal coordinates were scaled from a map and have
 RJ0081.an estimated accuracy of +/- 6 seconds.
 RJ0081
 RJ0081.The orthometric height was determined by differential leveling and
 RJ0081.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0081.in June 1991.
 RJ0081
 RJ0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0081.GEOID18 height accuracy estimate available here.
 RJ0081
 RJ0081.Click photographs - Photos may exist for this station.
 RJ0081
 RJ0081.The dynamic height is computed by dividing the NAVD 88
 RJ0081.geopotential number by the normal gravity value computed on the
 RJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0081.degrees latitude (g = 980.6199 gals.).
 RJ0081
 RJ0081.The modeled gravity was interpolated from observed gravity values.
 RJ0081
 RJ0081;                    North         East    Units  Estimated Accuracy
 RJ0081;SPC MI N     -   159,530.    8,206,840.      MT  (+/- 180 meters Scaled)
 RJ0081
 RJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068183(NAD 83)
 RJ0081
 RJ0081                          SUPERSEDED SURVEY CONTROL
 RJ0081
 RJ0081  NGVD 29 (??/??/92)  190.35   (m)          624.5    (f) COMPUTED    1 0
 RJ0081
 RJ0081.Superseded values are not recommended for survey control.
 RJ0081
 RJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0081.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0081
 RJ0081_MARKER: Z = SEE DESCRIPTION
 RJ0081_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0081+WITH SETTING: INTO GROUND
 RJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0081+STABILITY: SURFACE MOTION
 RJ0081
 RJ0081  HISTORY     - Date     Condition        Report By
 RJ0081  HISTORY     - 1971     MONUMENTED       NONE
 RJ0081  HISTORY     - 1972     GOOD             USLS
 RJ0081  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0081
 RJ0081                          STATION DESCRIPTION
 RJ0081
 RJ0081'DESCRIBED BY US LAKE SURVEY 1972
 RJ0081'1.9 MI E FROM PICKFORD.
 RJ0081'EARL IS IN CHIPPEWA COUNTY, MICHIGAN, 1.9 MILES ALONG GOGOMAIN
 RJ0081'ROAD FROM POST OFFICE IN PICKFORD TO PENNINGTON ROAD, 2.0 MILES
 RJ0081'NORTH TO RIVERSIDE DRIVE, 0.1 MILE EAST TO EARL GREY RESIDENCE,
 RJ0081'70.6 FEET EAST OF SOUTHEAST CORNER OF GARAGE, 69.7 FEET SOUTH
 RJ0081'OF SOUTHEAST CORNER OF GREEN SHINGLE DWELLING, 28 FEET NORTH
 RJ0081'OF CENTERLINE OF RIVERSIDE DRIVE, 24.1 FEET SOUTHWEST OF A FENCE
 RJ0081'CORNER POST, 4.5 FEET WEST OF UTILITY POLE NO. PD2/21/1, 1/2-FOOT
 RJ0081'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0081'5/8-INCH COPPER-COATED STEEL ROD, 38 FEET LONG.
 RJ0081
 RJ0081                          STATION RECOVERY (1983)
 RJ0081
 RJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0081'NOT RECOVERED, FENCE PROBABLY RELOCATED AND BENCH MARK REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1219 ***********************************************************************
 RJ1219  DESIGNATION -  EARLE
 RJ1219  PID         -  RJ1219
 RJ1219  STATE/COUNTY-  MI/MACKINAC
 RJ1219  COUNTRY     -  US
 RJ1219  USGS QUAD   -  GOULD CITY (2017)
 RJ1219
 RJ1219                         *CURRENT SURVEY CONTROL
 RJ1219  ______________________________________________________________________
 RJ1219* NAD 83(1994) POSITION- 46 00 45.23209(N) 085 41 48.71033(W)   ADJUSTED
 RJ1219* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) VERTCON3
 RJ1219  ______________________________________________________________________
 RJ1219  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 RJ1219  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 RJ1219  HORZ ORDER      -  SECOND
 RJ1219
 RJ1219.The horizontal coordinates were established by classical geodetic methods
 RJ1219.and adjusted by the National Geodetic Survey in February 1997.
 RJ1219
 RJ1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1219
 RJ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1219.GEOID18 height accuracy estimate available here.
 RJ1219
 RJ1219.Click photographs - Photos may exist for this station.
 RJ1219
 RJ1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1219
 RJ1219. The following values were computed from the NAD 83(1994) position.
 RJ1219
 RJ1219;                    North         East     Units Scale Factor Converg.
 RJ1219;SPC MI N     -   137,451.189 8,100,909.151   MT  0.99991411   +0 56 30.8
 RJ1219;SPC MI N     -   450,955.34 26,577,785.93   iFT  0.99991411   +0 56 30.8
 RJ1219;UTM  16      - 5,096,268.984   600,881.701   MT  0.99972511   +0 56 15.6
 RJ1219
 RJ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1219!SPC MI N     -   0.99997224  x   0.99991411  =   0.99988635
 RJ1219!UTM  16      -   0.99997224  x   0.99972511  =   0.99969736
 RJ1219
 RJ1219:                Primary Azimuth Mark                     Grid Az
 RJ1219:SPC MI N     -  EARLE AZ MK                              358 56 53.8
 RJ1219:UTM  16      -  EARLE AZ MK                              358 57 09.0
 RJ1219
 RJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR0088196268(NAD 83)
 RJ1219
 RJ1219|---------------------------------------------------------------------|
 RJ1219| PID    Reference Object                     Distance      Geod. Az  |
 RJ1219|                                                           dddmmss.s |
 RJ1219| CH1086 EARLE RM 1                           26.845 METERS 19545     |
 RJ1219| RJ1218 TT 91 S                              95.242 METERS 35348     |
 RJ1219| CH1087 EARLE RM 2                           32.280 METERS 35752     |
 RJ1219| CH1085 EARLE AZ MK                                        3595324.6 |
 RJ1219|---------------------------------------------------------------------|
 RJ1219
 RJ1219                          SUPERSEDED SURVEY CONTROL
 RJ1219
 RJ1219  NAD 83(1986)-  46 00 45.22678(N)    085 41 48.70714(W) AD(       ) 2
 RJ1219  NAD 27      -  46 00 45.27875(N)    085 41 48.33985(W) AD(       ) 2
 RJ1219  NGVD 29 (07/19/86)  212.     (m)          696.     (f) VERT ANG       
 RJ1219
 RJ1219.Superseded values are not recommended for survey control.
 RJ1219
 RJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1219.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1219
 RJ1219_MARKER: DS = TRIANGULATION STATION DISK
 RJ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1219_STAMPING: EARLE 1965
 RJ1219_MARK LOGO: CGS
 RJ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1219+STABILITY: SURFACE MOTION
 RJ1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1219+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 RJ1219
 RJ1219  HISTORY     - Date     Condition        Report By
 RJ1219  HISTORY     - 1965     MONUMENTED       CGS
 RJ1219  HISTORY     - 1973     GOOD             USGS
 RJ1219  HISTORY     - 19950816 GOOD             USPSQD
 RJ1219  HISTORY     - 20070508 GOOD             GEOCAC
 RJ1219
 RJ1219                          STATION DESCRIPTION
 RJ1219
 RJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1219'STATION IS ABOUT 5-3/4 MILES SOUTH OF GOULD CITY, 3-1/2 MILES NORTH OF
 RJ1219'LAKE MICHIGAN AND ON THE PROPERTY OF MR. STEWART E. EARLE.
 RJ1219'
 RJ1219'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO SOUTH ON A
 RJ1219'PAVED ROAD FOR 4.6 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 1123)
 RJ1219'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 RJ1219'THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE
 RJ1219'STATION ON THE LEFT.
 RJ1219'
 RJ1219'STATION MARKS ARE STANDARD DISKS STAMPED EARLE 1965.  THE SURFACE DISK
 RJ1219'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 6
 RJ1219'FEET EAST OF A METAL WITNESS POST, 28 FEET NORTHEAST OF A 10 INCH
 RJ1219'MAPLE TREE, 39 FEET SOUTHEAST OF A LARGE WHITE BOULDER AND 68 FEET
 RJ1219'EAST OF THE CENTERLINE OF A PAVED ROAD.  THE UNDERGROUND DISK IS SET
 RJ1219'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 RJ1219'GROUND.
 RJ1219'
 RJ1219'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EARLE NO 1 1965, IS SET
 RJ1219'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 RJ1219'NORTH OF A METAL WITNESS POST, 46 FEET EAST OF THE CENTERLINE OF THE
 RJ1219'PAVED ROAD AND 62 FEET SOUTH OF A 10 INCH MAPLE TREE.
 RJ1219'
 RJ1219'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EARLE NO 2 1965, IS SET
 RJ1219'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 RJ1219'EAST OF A METAL WITNESS POST AND 64 FEET EAST OF THE CENTERLINE OF THE
 RJ1219'PAVED ROAD.
 RJ1219'
 RJ1219'AZIMUTH MARK, A STANDARD DISK STAMPED EARLE 1965, IS SET IN A ROUND
 RJ1219'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET WEST OF A
 RJ1219'METAL WITNESS POST, 47 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND
 RJ1219'142 FEET NORTH OF A POWER POLE.
 RJ1219'
 RJ1219'TT 91 S (USGS) IS A U.S. GEOLOGICAL SURVEY AND STATE COOPERATION DISK
 RJ1219'STAMPED TT 91 S 1929, SET IN THE TOP OF A 6 BY 6 INCH SQUARE CONCRETE
 RJ1219'MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 6 INCHES WEST OF A WIRE
 RJ1219'FENCE, 6 FEET NORTH OF A FENCE CORNER AND 32 FEET EAST OF THE
 RJ1219'CENTERLINE OF THE PAVED ROAD.
 RJ1219'
 RJ1219'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 RJ1219
 RJ1219                          STATION RECOVERY (1973)
 RJ1219
 RJ1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1219'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1219'DISTANCES MEASURED O.K.  ORIGINAL DESCRIPTION ADEQUATE.
 RJ1219'
 RJ1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ABOUT 5-3/4
 RJ1219'MILES S OF GOULD CITY.
 RJ1219
 RJ1219                          STATION RECOVERY (1995)
 RJ1219
 RJ1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1219'RECOVERED IN GOOD CONDITION.
 RJ1219
 RJ1219                          STATION RECOVERY (2007)
 RJ1219
 RJ1219'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 RJ1219'MARKER, 2 REFERENCE MARKS, AND AZIMUTH MARK (RJ1218) ALL INTACT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0074 ***********************************************************************
 OJ0074  DESIGNATION -  EARLE USLS
 OJ0074  PID         -  OJ0074
 OJ0074  STATE/COUNTY-  MI/SANILAC
 OJ0074  COUNTRY     -  US
 OJ0074  USGS QUAD   -  PORT SANILAC (2017)
 OJ0074
 OJ0074                         *CURRENT SURVEY CONTROL
 OJ0074  ______________________________________________________________________
 OJ0074* NAD 83(1986) POSITION- 43 24 08.     (N) 082 32 27.     (W)   SCALED
 OJ0074* NAVD 88 ORTHO HEIGHT -   184.057 (meters)      603.86  (feet) ADJUSTED
 OJ0074  ______________________________________________________________________
 OJ0074  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 OJ0074  DYNAMIC HEIGHT  -        184.022 (meters)      603.75  (feet) COMP
 OJ0074  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 OJ0074
 OJ0074  VERT ORDER      -  FIRST     CLASS 0
 OJ0074
 OJ0074.The horizontal coordinates were scaled from a map and have
 OJ0074.an estimated accuracy of +/- 6 seconds.
 OJ0074
 OJ0074.The orthometric height was determined by differential leveling and
 OJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0074.in June 1991.
 OJ0074
 OJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0074.GEOID18 height accuracy estimate available here.
 OJ0074
 OJ0074.Click photographs - Photos may exist for this station.
 OJ0074
 OJ0074.The dynamic height is computed by dividing the NAVD 88
 OJ0074.geopotential number by the normal gravity value computed on the
 OJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0074.degrees latitude (g = 980.6199 gals.).
 OJ0074
 OJ0074.The modeled gravity was interpolated from observed gravity values.
 OJ0074
 OJ0074;                    North         East    Units  Estimated Accuracy
 OJ0074;SPC MI S     -   212,900.    4,147,890.      MT  (+/- 180 meters Scaled)
 OJ0074
 OJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ752066(NAD 83)
 OJ0074
 OJ0074                          SUPERSEDED SURVEY CONTROL
 OJ0074
 OJ0074  NGVD 29 (11/26/84)  184.176  (m)          604.25   (f) ADJUSTED    1 0
 OJ0074
 OJ0074.Superseded values are not recommended for survey control.
 OJ0074
 OJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0074
 OJ0074_MARKER: B = BOLT
 OJ0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0074_SP_SET: CULVERT
 OJ0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0074
 OJ0074  HISTORY     - Date     Condition        Report By
 OJ0074  HISTORY     - 1970     MONUMENTED       USLS
 OJ0074  HISTORY     - 1970     GOOD             USLS
 OJ0074  HISTORY     - 1980     GOOD             NGS
 OJ0074  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0074
 OJ0074                          STATION DESCRIPTION
 OJ0074
 OJ0074'DESCRIBED BY US LAKE SURVEY 1970
 OJ0074'2 MI S FROM PORT SANILAC.
 OJ0074'EARLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 2.0 MILES SOUTH OF
 OJ0074'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0074'IN PORT SANILAC, 156 FEET NORTH OF CENTERLINE OF WASHINGTON
 OJ0074'ROAD, JUST SOUTH OF HORATIO S. EARLE ROADSIDE PARK, 60 FEET
 OJ0074'EAST OF CENTERLINE OF HIGHWAY, 0.9 FEET NORTH OF SOUTH EDGE
 OJ0074'AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT HEADWALL,
 OJ0074'ABOUT 25 FEET BELOW THE ROAD, BEING HIGHEST POINT ON TOP OF A
 OJ0074'1/2-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT NO. 594+80.
 OJ0074'BM EARLE 1970.
 OJ0074
 OJ0074                          STATION RECOVERY (1980)
 OJ0074
 OJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0074'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0074'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, THIS MARK IS A 1/2
 OJ0074'INCH STEEL BOLT SET IN THE SOUTH END OF THE EAST HEADWALL OF A
 OJ0074'LARGE CONCRETE CULVERT. 47.5 METERS (156 FEET) NORTH OF THE EXTENDED
 OJ0074'CENTER OF WASHINGTON ROAD, 18.2 METERS (60.0 FEET) EAST OF THE
 OJ0074'CENTER LINE OF THE HIGHWAY, 0.27 METER (0.9 FOOT) NORTH OF THE SOUTH
 OJ0074'END OF THE EAST HEADWALL.
 OJ0074'THE MARK IS 7.6 M BELOW HIGHWAY.
 OJ0074
 OJ0074                          STATION RECOVERY (1994)
 OJ0074
 OJ0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1163 ***********************************************************************
 RJ1163  DESIGNATION -  EAST
 RJ1163  PID         -  RJ1163
 RJ1163  STATE/COUNTY-  MI/LUCE
 RJ1163  COUNTRY     -  US
 RJ1163  USGS QUAD   -  BETSY LAKE NORTH (2017)
 RJ1163
 RJ1163                         *CURRENT SURVEY CONTROL
 RJ1163  ______________________________________________________________________
 RJ1163* NAD 83(1994) POSITION- 46 38 55.09102(N) 085 21 02.49414(W)   ADJUSTED
 RJ1163* NAVD 88 ORTHO HEIGHT -   240.4   (meters)      789.    (feet) VERTCON3
 RJ1163  ______________________________________________________________________
 RJ1163  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 RJ1163  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 RJ1163  HORZ ORDER      -  SECOND
 RJ1163  VERT ORDER      -  THIRD ? (See Below)
 RJ1163
 RJ1163.The horizontal coordinates were established by classical geodetic methods
 RJ1163.and adjusted by the National Geodetic Survey in February 1997.
 RJ1163
 RJ1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1163
 RJ1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1163.GEOID18 height accuracy estimate available here.
 RJ1163
 RJ1163.The vertical order pertains to the NGVD 29 superseded value.
 RJ1163
 RJ1163.Click photographs - Photos may exist for this station.
 RJ1163
 RJ1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1163
 RJ1163. The following values were computed from the NAD 83(1994) position.
 RJ1163
 RJ1163;                    North         East     Units Scale Factor Converg.
 RJ1163;SPC MI N     -   208,632.932 8,126,240.827   MT  0.99992292   +1 11 31.6
 RJ1163;SPC MI N     -   684,491.25 26,660,895.10   iFT  0.99992292   +1 11 31.6
 RJ1163;UTM  16      - 5,167,440.614   626,208.185   MT  0.99979579   +1 11 58.1
 RJ1163
 RJ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1163!SPC MI N     -   0.99996800  x   0.99992292  =   0.99989092
 RJ1163!UTM  16      -   0.99996800  x   0.99979579  =   0.99976379
 RJ1163
 RJ1163:                Primary Azimuth Mark                     Grid Az
 RJ1163:SPC MI N     -  CRISP RESET                              038 34 46.7
 RJ1163:UTM  16      -  CRISP RESET                              038 34 20.2
 RJ1163
 RJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2620867440(NAD 83)
 RJ1163
 RJ1163|---------------------------------------------------------------------|
 RJ1163| PID    Reference Object                     Distance      Geod. Az  |
 RJ1163|                                                           dddmmss.s |
 RJ1163| CH1088 EAST RM 1                            24.389 METERS 03716     |
 RJ1163| RJ1161 CRISP RESET                         APPROX.11.6 KM 0394618.3 |
 RJ1163| RJ1162 EAST RM 2                            12.610 METERS 22907     |
 RJ1163|---------------------------------------------------------------------|
 RJ1163
 RJ1163                          SUPERSEDED SURVEY CONTROL
 RJ1163
 RJ1163  NAD 83(1986)-  46 38 55.08473(N)    085 21 02.49122(W) AD(       ) 2
 RJ1163  NAD 27      -  46 38 55.03374(N)    085 21 02.05131(W) AD(       ) 2
 RJ1163
 RJ1163.Superseded values are not recommended for survey control.
 RJ1163
 RJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1163.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1163
 RJ1163_MARKER: DS = TRIANGULATION STATION DISK
 RJ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1163_STAMPING: EAST 1965
 RJ1163_MARK LOGO: CGS
 RJ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1163+STABILITY: SURFACE MOTION
 RJ1163
 RJ1163  HISTORY     - Date     Condition        Report By
 RJ1163  HISTORY     - 1965     MONUMENTED       CGS
 RJ1163
 RJ1163                          STATION DESCRIPTION
 RJ1163
 RJ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1163'THE STATION IS LOCATED AT THE SITE OF THE LAKE SUPERIOR EAST LOOKOUT
 RJ1163'TOWER, ABOUT 21-1/2 MILES NORTH-NORTHEAST OF NEWBERRY, 15 MILES
 RJ1163'WEST-NORTHWEST OF PARADISE, 3 MILES NORTHWEST OF BETSY LAKE, IN THE
 RJ1163'NORTHEAST 1/4 OF SECTION 18, T. 49 N., R. 8 W., AND ON PROPERTY OF THE
 RJ1163'STATE.
 RJ1163'
 RJ1163'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON
 RJ1163'STATE HIGHWAY 123 FOR 4.3 MILES TO A SIDE ROAD LEFT. CONTINUE
 RJ1163'NORTHEAST ON HIGHWAY 123 FOR 8.35 MILES TO A SIDE ROAD RIGHT AT SIGN
 RJ1163'FORDNEY TOWER RD.  CONTINUE NORTHEAST ON HIGHWAY 123 FOR 5.65 MILES TO
 RJ1163'A SIDE ROAD LEFT. TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 500 FOR
 RJ1163'6.3 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 414).  CONTINUE NORTH ON
 RJ1163'COUNTY ROAD 500 FOR 0.3 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 RJ1163'NORTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO A REVERSE Y-FORK.  BEAR
 RJ1163'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A Y-FORK.  TAKE
 RJ1163'THE RIGHT FORK AND GO EAST ON A SAND ROAD FOR 0.2 MILE TO A SIDE ROAD
 RJ1163'LEFT. TURN LEFT AND GO NORTH ON A SAND ROAD FOR 0.15 MILE TO THE
 RJ1163'LOOKOUT TOWER AND THE STATION.
 RJ1163'
 RJ1163'STATION MARKS ARE STANDARD DISKS STAMPED EAST 1965.  THE SURFACE DISK
 RJ1163'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 61
 RJ1163'FEET EAST OF A 30 INCH TREE, 60 FEET SOUTHEAST OF A 14 INCH PINE TREE,
 RJ1163'43 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, AND 25
 RJ1163'FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE
 RJ1163'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 43 INCHES
 RJ1163'BELOW THE SURFACE OF THE GROUND.
 RJ1163'
 RJ1163'REFERENCE MARK NO. 1 A STANDARD DISK STAMPED EAST NO 1 1965, IS SET IN
 RJ1163'A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 105 FEET
 RJ1163'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 10 FEET SOUTHEAST
 RJ1163'OF A 10 INCH BIRCH TREE, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 RJ1163'
 RJ1163'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAST NO 2 1965, IS SET
 RJ1163'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS SET AT
 RJ1163'THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RJ1163'
 RJ1163'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1163'TIME.
 RJ1163'
 RJ1163'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0018 ***********************************************************************
 QL0018  DESIGNATION -  EAST BREAKWATER
 QL0018  PID         -  QL0018
 QL0018  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0018  COUNTRY     -  US
 QL0018  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0018
 QL0018                         *CURRENT SURVEY CONTROL
 QL0018  ______________________________________________________________________
 QL0018* NAD 83(1986) POSITION- 45 56 52.     (N) 086 14 40.     (W)   SCALED
 QL0018* NAVD 88 ORTHO HEIGHT -   178.208 (meters)      584.67  (feet) ADJUSTED
 QL0018  ______________________________________________________________________
 QL0018  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 QL0018  DYNAMIC HEIGHT  -        178.212 (meters)      584.68  (feet) COMP
 QL0018  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 QL0018
 QL0018  VERT ORDER      -  FIRST     CLASS 0
 QL0018
 QL0018.The horizontal coordinates were scaled from a map and have
 QL0018.an estimated accuracy of +/- 6 seconds.
 QL0018
 QL0018.The orthometric height was determined by differential leveling and
 QL0018.adjusted by the NATIONAL GEODETIC SURVEY
 QL0018.in June 1991.
 QL0018
 QL0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0018.GEOID18 height accuracy estimate available here.
 QL0018
 QL0018.Click photographs - Photos may exist for this station.
 QL0018
 QL0018.The dynamic height is computed by dividing the NAVD 88
 QL0018.geopotential number by the normal gravity value computed on the
 QL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0018.degrees latitude (g = 980.6199 gals.).
 QL0018
 QL0018.The modeled gravity was interpolated from observed gravity values.
 QL0018
 QL0018;                    North         East    Units  Estimated Accuracy
 QL0018;SPC MI N     -   129,700.    8,058,580.      MT  (+/- 180 meters Scaled)
 QL0018
 QL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER585885(NAD 83)
 QL0018
 QL0018                          SUPERSEDED SURVEY CONTROL
 QL0018
 QL0018  NGVD 29 (??/??/92)  178.230  (m)          584.74   (f) ADJ UNCH    1 0
 QL0018
 QL0018.Superseded values are not recommended for survey control.
 QL0018
 QL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0018.See file dsdata.pdf to determine how the superseded data were derived.
 QL0018
 QL0018_MARKER: Q = CHISELED SQUARE
 QL0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0018_SP_SET: BREAKWATER
 QL0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0018
 QL0018  HISTORY     - Date     Condition        Report By
 QL0018  HISTORY     - UNK      MONUMENTED       USLS
 QL0018  HISTORY     - 1972     GOOD             NGS
 QL0018
 QL0018                          STATION DESCRIPTION
 QL0018
 QL0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0018'0.8 MI SE FROM MANISTIQUE.
 QL0018'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 QL0018'COURTHOUSE AT MANISTIQUE, THENCE 0.2 MILE SOUTHWEST ALONG A
 QL0018'GRAVEL ROAD, AT THE OLD COAST GUARD STATION, AT THE EAST SIDE OF A
 QL0018'SMALL HARBOR, 353 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 QL0018'THE OLD COAST GUARD STATION, 19.7 FEET NORTH OF BENCH MARK WL
 QL0018'262 (USLS) DESCRIBED, A 2 INCH CHISELED SQUARE ON THE TOP OF
 QL0018'THE NORTHWEST CORNER AT THE NORTH END OF BREAKWATER AND MARKED
 QL0018'BY LETTERS USBM CUT IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0856 ***********************************************************************
 RJ0856  DESIGNATION -  EAST CENTER PIERHEAD LT
 RJ0856  PID         -  RJ0856
 RJ0856  STATE/COUNTY-  MI/CHIPPEWA
 RJ0856  COUNTRY     -  US
 RJ0856  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0856
 RJ0856                         *CURRENT SURVEY CONTROL
 RJ0856  ______________________________________________________________________
 RJ0856* NAD 83(1994) POSITION- 46 30 12.31779(N) 084 20 19.51691(W)   ADJUSTED
 RJ0856  ______________________________________________________________________
 RJ0856  GEOID HEIGHT    -        -36.649 (meters)                     GEOID18
 RJ0856  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 RJ0856  HORZ ORDER      -  THIRD
 RJ0856
 RJ0856.The horizontal coordinates were established by classical geodetic methods
 RJ0856.and adjusted by the National Geodetic Survey in February 1997.
 RJ0856
 RJ0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0856.GEOID18 height accuracy estimate available here.
 RJ0856
 RJ0856.Click photographs - Photos may exist for this station.
 RJ0856
 RJ0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0856
 RJ0856. The following values were computed from the NAD 83(1994) position.
 RJ0856
 RJ0856;                    North         East     Units Scale Factor Converg.
 RJ0856;SPC MI N     -   194,606.747 8,204,214.539   MT  0.99991007   +1 55 24.7
 RJ0856;SPC MI N     -   638,473.58 26,916,714.37   iFT  0.99991007   +1 55 24.7
 RJ0856;UTM  16      - 5,153,424.661   704,185.802   MT  1.00011250   +1 55 52.2
 RJ0856
 RJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0418553424(NAD 83)
 RJ0856
 RJ0856                          SUPERSEDED SURVEY CONTROL
 RJ0856
 RJ0856  NAD 83(1986)-  46 30 12.30085(N)    084 20 19.52942(W) AD(       ) 3
 RJ0856  NAD 27      -  46 30 12.22633(N)    084 20 19.38621(W) AD(       ) 3
 RJ0856
 RJ0856.Superseded values are not recommended for survey control.
 RJ0856
 RJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0856.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0856
 RJ0856_MARKER: 14 = NAVIGATION LIGHT
 RJ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0856
 RJ0856  HISTORY     - Date     Condition        Report By
 RJ0856  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0856  HISTORY     - 19940723 GOOD             USPSQD
 RJ0856
 RJ0856                          STATION DESCRIPTION
 RJ0856
 RJ0856'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0856'THE STATION, EAST CENTER PIERHEAD LT, IS THE CENTER OF THE RED
 RJ0856'LIGHT ATOP THE SINGLE PILE STRUCTURE.
 RJ0856'
 RJ0856'THE STATION IS LOCATED ON THE EASTERN END OF THE PIER BETWEEN
 RJ0856'THE DAVIS AND POE LOCKS.
 RJ0856
 RJ0856                          STATION RECOVERY (1994)
 RJ0856
 RJ0856'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1315 ***********************************************************************
 NF1315  DESIGNATION -  EAST LANS RAD STA WKAR TWR
 NF1315  PID         -  NF1315
 NF1315  STATE/COUNTY-  MI/INGHAM
 NF1315  COUNTRY     -  US
 NF1315  USGS QUAD   -  EAST LANSING (2017)
 NF1315
 NF1315                         *CURRENT SURVEY CONTROL
 NF1315  ______________________________________________________________________
 NF1315* NAD 83(1994) POSITION- 42 42 20.70259(N) 084 28 29.93264(W)   ADJUSTED
 NF1315  ______________________________________________________________________
 NF1315  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 NF1315  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 NF1315  HORZ ORDER      -  THIRD
 NF1315
 NF1315.The horizontal coordinates were established by classical geodetic methods
 NF1315.and adjusted by the National Geodetic Survey in February 1997.
 NF1315
 NF1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1315.GEOID18 height accuracy estimate available here.
 NF1315
 NF1315.Click photographs - Photos may exist for this station.
 NF1315
 NF1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1315
 NF1315. The following values were computed from the NAD 83(1994) position.
 NF1315
 NF1315;                    North         East     Units Scale Factor Converg.
 NF1315;SPC MI S     -   133,937.155 3,991,126.679   MT  0.99991175   -0 04 25.4
 NF1315;SPC MI S     -   439,426.36 13,094,247.63   iFT  0.99991175   -0 04 25.4
 NF1315;UTM  16      - 4,731,231.321   706,794.939   MT  1.00012615   +1 42 47.4
 NF1315
 NF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0679431231(NAD 83)
 NF1315
 NF1315                          SUPERSEDED SURVEY CONTROL
 NF1315
 NF1315  NAD 83(1986)-  42 42 20.70145(N)    084 28 29.95195(W) AD(       ) 3
 NF1315  NAD 27      -  42 42 20.57505(N)    084 28 30.03762(W) AD(       ) 3
 NF1315
 NF1315.Superseded values are not recommended for survey control.
 NF1315
 NF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1315.See file dsdata.pdf to determine how the superseded data were derived.
 NF1315
 NF1315_MARKER: 43 = RADIO/TV TOWER
 NF1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1315+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 NF1315
 NF1315  HISTORY     - Date     Condition        Report By
 NF1315  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1315  HISTORY     - 1976     GOOD             NGS
 NF1315  HISTORY     - 19850315 GOOD             NGS
 NF1315  HISTORY     - 19940913 GOOD             USPSQD
 NF1315  HISTORY     - 19950405 GOOD             USPSQD
 NF1315  HISTORY     - 20030706 GOOD             GEOCAC
 NF1315
 NF1315                          STATION DESCRIPTION
 NF1315
 NF1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1315'THE STATION IS THE LIGHT ATOP AND CENTER OF THE EAST LANSING RADIO
 NF1315'STATION WKAR TOWER.  IT IS A 4 LEGGED, SKELETON STEEL TOWER, PAINTED
 NF1315'IN ALTERNATE SECTIONS OF RED AND WHITE, AND IS APPROXIMATELY 200
 NF1315'FEET HIGH.
 NF1315'
 NF1315'LOCATED 2.2 MILES SOUTH OF THE CENTER OF EAST LANSING, 0.1 MILE
 NF1315'NORTH OF MT HOPE ROAD, AND ABOUT 200 FEET SOUTHEAST OF A
 NF1315'RADIO MAST.
 NF1315
 NF1315                          STATION RECOVERY (1976)
 NF1315
 NF1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1315'RECOVERED IN GOOD CONDITION.
 NF1315
 NF1315                          STATION RECOVERY (1985)
 NF1315
 NF1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1315'RECOVERED IN GOOD CONDITION.
 NF1315
 NF1315                          STATION RECOVERY (1994)
 NF1315
 NF1315'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1315'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THE DESCRIPTION
 NF1315'SHOULD BE CHANGED AS FOLLOWS, IN THE SECOND PARAGRAPH, SECOND SENTENCE
 NF1315'DELETE --MT HOPE ROAD-- AND ADD FOREST ROAD AND 0.1 MILE (0.2 KM) EAST
 NF1315'OF FARM LANE.
 NF1315
 NF1315                          STATION RECOVERY (1995)
 NF1315
 NF1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1315'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER SEE REPORT DATED
 NF1315'SEPTEMBER 13, 1994.
 NF1315
 NF1315                          STATION RECOVERY (2003)
 NF1315
 NF1315'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1320 ***********************************************************************
 NF1320  DESIGNATION -  EAST LANSING HWY PATROL TOWER
 NF1320  PID         -  NF1320
 NF1320  STATE/COUNTY-  MI/INGHAM
 NF1320  COUNTRY     -  US
 NF1320  USGS QUAD   -  EAST LANSING (2017)
 NF1320
 NF1320                         *CURRENT SURVEY CONTROL
 NF1320  ______________________________________________________________________
 NF1320* NAD 83(1994) POSITION- 42 43 36.02748(N) 084 29 45.47326(W)   ADJUSTED
 NF1320  ______________________________________________________________________
 NF1320  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 NF1320  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 NF1320  HORZ ORDER      -  THIRD
 NF1320
 NF1320.The horizontal coordinates were established by classical geodetic methods
 NF1320.and adjusted by the National Geodetic Survey in February 1997.
 NF1320
 NF1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1320.GEOID18 height accuracy estimate available here.
 NF1320
 NF1320.Click photographs - Photos may exist for this station.
 NF1320
 NF1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1320
 NF1320. The following values were computed from the NAD 83(1994) position.
 NF1320
 NF1320;                    North         East     Units Scale Factor Converg.
 NF1320;SPC MI S     -   136,263.713 3,989,411.244   MT  0.99991068   -0 05 16.8
 NF1320;SPC MI S     -   447,059.43 13,088,619.57   iFT  0.99991068   -0 05 16.8
 NF1320;UTM  16      - 4,733,503.725   705,007.403   MT  1.00011709   +1 41 58.5
 NF1320
 NF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0500733503(NAD 83)
 NF1320
 NF1320                          SUPERSEDED SURVEY CONTROL
 NF1320
 NF1320  NAD 83(1986)-  42 43 36.02643(N)    084 29 45.49239(W) AD(       ) 3
 NF1320  NAD 27      -  42 43 35.90013(N)    084 29 45.57484(W) AD(       ) 3
 NF1320
 NF1320.Superseded values are not recommended for survey control.
 NF1320
 NF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1320.See file dsdata.pdf to determine how the superseded data were derived.
 NF1320
 NF1320_MARKER: 43 = RADIO/TV TOWER
 NF1320
 NF1320  HISTORY     - Date     Condition        Report By
 NF1320  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1320  HISTORY     - 20020815 GOOD             GEOCAC
 NF1320  HISTORY     - 20060929 GOOD             USPSQD
 NF1320
 NF1320                          STATION DESCRIPTION
 NF1320
 NF1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1320'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE EAST LANSING
 NF1320'MICHIGAN STATE HIGHWAY PATROL RADIO TOWER KQA 258.  IT IS A
 NF1320'SKELETON STEEL TOWER, PAINTED IN ALTERNATE SECTIONS OF RED AND
 NF1320'WHITE, AND IS APPROXIMATELY 200 FEET HIGH.
 NF1320'
 NF1320'LOCATED 0.8 MILES SOUTHWEST OF THE CENTER OF EAST LANSING, 60 FEET
 NF1320'EAST OF THE CENTER LINE OF A PAVED STREET, AND ON THE GROUNDS OF
 NF1320'MICHIGAN STATE UNIVERSITY.
 NF1320
 NF1320                          STATION RECOVERY (2002)
 NF1320
 NF1320'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1320'RECOVERED IN GOOD CONDITION.
 NF1320
 NF1320                          STATION RECOVERY (2006)
 NF1320
 NF1320'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1305 ***********************************************************************
 NF1305  DESIGNATION -  EAST LANSING MICH ST U MEM TWR
 NF1305  PID         -  NF1305
 NF1305  STATE/COUNTY-  MI/INGHAM
 NF1305  COUNTRY     -  US
 NF1305  USGS QUAD   -  EAST LANSING (2017)
 NF1305
 NF1305                         *CURRENT SURVEY CONTROL
 NF1305  ______________________________________________________________________
 NF1305* NAD 83(1994) POSITION- 42 43 55.09923(N) 084 28 56.07719(W)   ADJUSTED
 NF1305  ______________________________________________________________________
 NF1305  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 NF1305  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 NF1305  HORZ ORDER      -  THIRD
 NF1305
 NF1305.The horizontal coordinates were established by classical geodetic methods
 NF1305.and adjusted by the National Geodetic Survey in February 1997.
 NF1305
 NF1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1305.GEOID18 height accuracy estimate available here.
 NF1305
 NF1305.Click photographs - Photos may exist for this station.
 NF1305
 NF1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1305
 NF1305. The following values were computed from the NAD 83(1994) position.
 NF1305
 NF1305;                    North         East     Units Scale Factor Converg.
 NF1305;SPC MI S     -   136,850.535 3,990,535.731   MT  0.99991043   -0 04 43.2
 NF1305;SPC MI S     -   448,984.69 13,092,308.83   iFT  0.99991043   -0 04 43.2
 NF1305;UTM  16      - 4,734,125.470   706,113.268   MT  1.00012268   +1 42 32.7
 NF1305
 NF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0611334125(NAD 83)
 NF1305
 NF1305                          SUPERSEDED SURVEY CONTROL
 NF1305
 NF1305  NAD 83(1986)-  42 43 55.09817(N)    084 28 56.09732(W) AD(       ) 3
 NF1305  NAD 27      -  42 43 54.97333(N)    084 28 56.18595(W) AD(       ) 3
 NF1305
 NF1305.Superseded values are not recommended for survey control.
 NF1305
 NF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1305.See file dsdata.pdf to determine how the superseded data were derived.
 NF1305
 NF1305_MARKER: 55 = TOWER
 NF1305
 NF1305  HISTORY     - Date     Condition        Report By
 NF1305  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1305  HISTORY     - 19950912 GOOD             USPSQD
 NF1305
 NF1305                          STATION DESCRIPTION
 NF1305
 NF1305'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1319 ***********************************************************************
 NF1319  DESIGNATION -  EAST LANSING N MUN TANK
 NF1319  PID         -  NF1319
 NF1319  STATE/COUNTY-  MI/INGHAM
 NF1319  COUNTRY     -  US
 NF1319  USGS QUAD   -  EAST LANSING (2017)
 NF1319
 NF1319                         *CURRENT SURVEY CONTROL
 NF1319  ______________________________________________________________________
 NF1319* NAD 83(1994) POSITION- 42 44 42.40158(N) 084 29 54.11251(W)   ADJUSTED
 NF1319  ______________________________________________________________________
 NF1319  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 NF1319  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 NF1319  HORZ ORDER      -  THIRD
 NF1319
 NF1319.The horizontal coordinates were established by classical geodetic methods
 NF1319.and adjusted by the National Geodetic Survey in February 1997.
 NF1319
 NF1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1319.GEOID18 height accuracy estimate available here.
 NF1319
 NF1319.Click photographs - Photos may exist for this station.
 NF1319
 NF1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1319
 NF1319. The following values were computed from the NAD 83(1994) position.
 NF1319
 NF1319;                    North         East     Units Scale Factor Converg.
 NF1319;SPC MI S     -   138,311.981 3,989,217.919   MT  0.99990985   -0 05 22.6
 NF1319;SPC MI S     -   453,779.47 13,087,985.30   iFT  0.99990985   -0 05 22.6
 NF1319;UTM  16      - 4,735,545.385   704,750.214   MT  1.00011579   +1 41 54.8
 NF1319
 NF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0475035545(NAD 83)
 NF1319
 NF1319                          SUPERSEDED SURVEY CONTROL
 NF1319
 NF1319  NAD 83(1986)-  42 44 42.40042(N)    084 29 54.13163(W) AD(       ) 3
 NF1319  NAD 27      -  42 44 42.27491(N)    084 29 54.21476(W) AD(       ) 3
 NF1319
 NF1319.Superseded values are not recommended for survey control.
 NF1319
 NF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1319.See file dsdata.pdf to determine how the superseded data were derived.
 NF1319
 NF1319_MARKER: 53 = ELEVATED TANK
 NF1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1319+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 NF1319
 NF1319  HISTORY     - Date     Condition        Report By
 NF1319  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1319  HISTORY     - 20020817 GOOD             GEOCAC
 NF1319  HISTORY     - 20060929 GOOD             USPSQD
 NF1319
 NF1319                          STATION DESCRIPTION
 NF1319
 NF1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1319'THE STATION IS THE APEX OF VENT ATOP THE EAST LANSING NORTH
 NF1319'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 NF1319'SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TRUSS-WORK
 NF1319'LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 NF1319'
 NF1319'LOCATED 0.75 MILE NORTHWEST OF THE CENTER OF EAST LANSING, 0.15 MILE
 NF1319'NORTHWEST OF STATE ROUTE 78, 110 FEET WEST OF THE CENTER LINE OF
 NF1319'PRESCOTT DRIVE.
 NF1319
 NF1319                          STATION RECOVERY (2002)
 NF1319
 NF1319'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1319'RECOVERED IN GOOD CONDITION.
 NF1319
 NF1319                          STATION RECOVERY (2006)
 NF1319
 NF1319'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0194 ***********************************************************************
 SG0194  DESIGNATION -  EAST QUINCY QUINCY MINE 2 STK
 SG0194  PID         -  SG0194
 SG0194  STATE/COUNTY-  MI/HOUGHTON
 SG0194  COUNTRY     -  US
 SG0194  USGS QUAD   -  HANCOCK (2017)
 SG0194
 SG0194                         *CURRENT SURVEY CONTROL
 SG0194  ______________________________________________________________________
 SG0194* NAD 83(1994) POSITION- 47 08 07.56604(N) 088 34 24.37976(W)   ADJUSTED
 SG0194  ______________________________________________________________________
 SG0194  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 SG0194  LAPLACE CORR    -        -15.99  (seconds)                    DEFLEC18
 SG0194  HORZ ORDER      -  THIRD
 SG0194
 SG0194.The horizontal coordinates were established by classical geodetic methods
 SG0194.and adjusted by the National Geodetic Survey in February 1997.
 SG0194
 SG0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0194.GEOID18 height accuracy estimate available here.
 SG0194
 SG0194.Click photographs - Photos may exist for this station.
 SG0194
 SG0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0194
 SG0194. The following values were computed from the NAD 83(1994) position.
 SG0194
 SG0194;                    North         East     Units Scale Factor Converg.
 SG0194;SPC MI N     -   262,618.956 7,880,639.542   MT  1.00001314   -1 08 14.2
 SG0194;SPC MI N     -   861,610.75 25,855,116.61   iFT  1.00001314   -1 08 14.2
 SG0194;UTM  16      - 5,221,415.677   380,682.116   MT  0.99977497   -1 09 12.3
 SG0194
 SG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8068221415(NAD 83)
 SG0194
 SG0194                          SUPERSEDED SURVEY CONTROL
 SG0194
 SG0194  NAD 83(1986)-  47 08 07.56053(N)    088 34 24.35613(W) AD(       ) 3
 SG0194  NAD 27      -  47 08 07.82000(N)    088 34 23.89000(W) AD(       ) 3
 SG0194
 SG0194.Superseded values are not recommended for survey control.
 SG0194
 SG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0194.See file dsdata.pdf to determine how the superseded data were derived.
 SG0194
 SG0194_MARKER: 63 = STACK
 SG0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0194+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 SG0194
 SG0194  HISTORY     - Date     Condition        Report By
 SG0194  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0194  HISTORY     - 1959     GOOD             CGS
 SG0194  HISTORY     - 1981     GOOD             NOS
 SG0194  HISTORY     - 20050310 GOOD             GEOCAC
 SG0194
 SG0194                          STATION DESCRIPTION
 SG0194
 SG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0194'STATION RECOVERED, HOWEVER, MINE IS NO LONGER IN OPERATION.
 SG0194
 SG0194                          STATION RECOVERY (1981)
 SG0194
 SG0194'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0194'THE STATION WAS RECOVERED AS DESCRIBED.
 SG0194
 SG0194                          STATION RECOVERY (2005)
 SG0194
 SG0194'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0194'THE SITE LOCATION IS NOW PART OF THE KEWEENAW NATIONAL HISTORICAL
 SG0194'PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1162 ***********************************************************************
 RJ1162  DESIGNATION -  EAST RM 2
 RJ1162  PID         -  RJ1162
 RJ1162  STATE/COUNTY-  MI/LUCE
 RJ1162  COUNTRY     -  US
 RJ1162  USGS QUAD   -  BETSY LAKE NORTH (2017)
 RJ1162
 RJ1162                         *CURRENT SURVEY CONTROL
 RJ1162  ______________________________________________________________________
 RJ1162* NAD 83(1994) POSITION- 46 38 54.82376(N) 085 21 02.94251(W)   ADJUSTED
 RJ1162* NAVD 88 ORTHO HEIGHT -   240.8   (meters)      790.    (feet) VERTCON3
 RJ1162  ______________________________________________________________________
 RJ1162  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 RJ1162  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 RJ1162  HORZ ORDER      -  SECOND
 RJ1162  VERT ORDER      -  THIRD ? (See Below)
 RJ1162
 RJ1162.The horizontal coordinates were established by classical geodetic methods
 RJ1162.and adjusted by the National Geodetic Survey in February 1997.
 RJ1162
 RJ1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1162
 RJ1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1162.GEOID18 height accuracy estimate available here.
 RJ1162
 RJ1162.The vertical order pertains to the NGVD 29 superseded value.
 RJ1162
 RJ1162.Click photographs - Photos may exist for this station.
 RJ1162
 RJ1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1162
 RJ1162. The following values were computed from the NAD 83(1994) position.
 RJ1162
 RJ1162;                    North         East     Units Scale Factor Converg.
 RJ1162;SPC MI N     -   208,624.484 8,126,231.467   MT  0.99992291   +1 11 31.2
 RJ1162;SPC MI N     -   684,463.53 26,660,864.39   iFT  0.99992291   +1 11 31.2
 RJ1162;UTM  16      - 5,167,432.165   626,198.827   MT  0.99979576   +1 11 57.7
 RJ1162
 RJ1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1162!SPC MI N     -   0.99996794  x   0.99992291  =   0.99989085
 RJ1162!UTM  16      -   0.99996794  x   0.99979576  =   0.99976371
 RJ1162
 RJ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2619867432(NAD 83)
 RJ1162
 RJ1162                          SUPERSEDED SURVEY CONTROL
 RJ1162
 RJ1162  NAD 83(1986)-  46 38 54.81747(N)    085 21 02.93958(W) AD(       ) 2
 RJ1162  NAD 27      -  46 38 54.76649(N)    085 21 02.49968(W) AD(       ) 2
 RJ1162
 RJ1162.Superseded values are not recommended for survey control.
 RJ1162
 RJ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1162.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1162
 RJ1162_MARKER: DR = REFERENCE MARK DISK
 RJ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1162_STAMPING: EAST NO 2 1965
 RJ1162_MARK LOGO: CGS
 RJ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1162+STABILITY: SURFACE MOTION
 RJ1162
 RJ1162  HISTORY     - Date     Condition        Report By
 RJ1162  HISTORY     - 1965     MONUMENTED       CGS
 RJ1162
 RJ1162                          STATION DESCRIPTION
 RJ1162
 RJ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1162'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER,
 RJ1162'WHICH A REFERENCE
 RJ1162'MARK WAS ESTABLISHED TO MARK THE POINT, LOCATED ABOUT 21-1/2 MILES
 RJ1162'NORTH-NORTHEAST OF NEWBERRY, 15
 RJ1162'MILES WEST-NORTHWEST OF PARADISE, 3 MILES NORTHWEST OF
 RJ1162'BETSY LAKE, IN THE NORTHEAST 1/4 OF SECTION 18, T.
 RJ1162'49 N., R. 8 W., AND IS OWNED AND
 RJ1162'OPERATED BY THE MICHIGAN CONSERVATION DEPARTMENT.  IT IS A 4 LEGGED
 RJ1162'STEEL STRUCTURE, WITH A METAL
 RJ1162'OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT IS 100 FEET.
 RJ1162'
 RJ1162'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EAST 1965,
 RJ1162'THE DISTANCE BEING 41.37
 RJ1162'FEET AND 12.610 METERS.
 RJ1162'
 RJ1162'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON
 RJ1162'STATE HIGHWAY 123 FOR 4.3 MILES
 RJ1162'TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST ON STATE HIGHWAY 123 FOR
 RJ1162'8.35 MILES TO A SIDE ROAD RIGHT AT
 RJ1162'SIGN FORDNEY TOWER RD.  CONTINUE NORTHEAST ON HIGHWAY 123
 RJ1162'FOR 5.65 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 RJ1162'AND GO NORTHERLY ON COUNTY ROAD 500 FOR
 RJ1162'6.3 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 414).  CONTINUE NORTH
 RJ1162'ON COUNTY ROAD 500 FOR 0.3 MILE TO A
 RJ1162'Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A GRAVELED ROAD FOR
 RJ1162'0.2 MILE TO A REVERSE Y-FORK.  BEAR
 RJ1162'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A
 RJ1162'Y-FORK.  TAKE THE RIGHT FORK AND GO EAST ON A SAND
 RJ1162'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 RJ1162'TURN LEFT AND GO NORTH ON A SAND ROAD FOR 0.15 MILE TO THE TOP OF A
 RJ1162'RIDGE AND THE LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0040 ***********************************************************************
 PK0040  DESIGNATION -  EAST TAWAS
 PK0040  PID         -  PK0040
 PK0040  STATE/COUNTY-  MI/IOSCO
 PK0040  COUNTRY     -  US
 PK0040  USGS QUAD   -  EAST TAWAS (2017)
 PK0040
 PK0040                         *CURRENT SURVEY CONTROL
 PK0040  ______________________________________________________________________
 PK0040* NAD 83(1986) POSITION- 44 16 45.12   (N) 083 29 25.51   (W)   HD_HELD1
 PK0040* NAVD 88 ORTHO HEIGHT -   179.301 (meters)      588.26  (feet) ADJUSTED
 PK0040  ______________________________________________________________________
 PK0040  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0040  DYNAMIC HEIGHT  -        179.277 (meters)      588.18  (feet) COMP
 PK0040  MODELED GRAVITY -    980,485.6   (mgal)                       NAVD 88
 PK0040
 PK0040  VERT ORDER      -  FIRST     CLASS II
 PK0040
 PK0040.The horizontal coordinates were determined by differentially corrected
 PK0040.hand held GPS observations or other comparable positioning techniques
 PK0040.and have an estimated accuracy of +/- 3 meters.
 PK0040
 PK0040.The orthometric height was determined by differential leveling and
 PK0040.adjusted by the NATIONAL GEODETIC SURVEY
 PK0040.in June 1991.
 PK0040
 PK0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0040.GEOID18 height accuracy estimate available here.
 PK0040
 PK0040.Click photographs - Photos may exist for this station.
 PK0040
 PK0040.The dynamic height is computed by dividing the NAVD 88
 PK0040.geopotential number by the normal gravity value computed on the
 PK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0040.degrees latitude (g = 980.6199 gals.).
 PK0040
 PK0040.The modeled gravity was interpolated from observed gravity values.
 PK0040
 PK0040;                    North         East    Units  Estimated Accuracy
 PK0040;SPC MI C     -   107,336.3   6,069,947.2     MT  (+/- 3 meters HH1 GPS) 
 PK0040
 PK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0126905900(NAD 83)
 PK0040
 PK0040                          SUPERSEDED SURVEY CONTROL
 PK0040
 PK0040  NGVD 29 (??/??/92)  179.518  (m)          588.97   (f) ADJ UNCH    1 2
 PK0040
 PK0040.Superseded values are not recommended for survey control.
 PK0040
 PK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0040.See file dsdata.pdf to determine how the superseded data were derived.
 PK0040
 PK0040_MARKER: DB = BENCH MARK DISK
 PK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0040_STAMPING: EAST TAWAS 1934
 PK0040_MARK LOGO: CGS
 PK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0040+STABILITY: SURFACE MOTION
 PK0040
 PK0040  HISTORY     - Date     Condition        Report By
 PK0040  HISTORY     - 1934     MONUMENTED       CGS
 PK0040  HISTORY     - 1942     GOOD             CGS
 PK0040  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0040
 PK0040                          STATION DESCRIPTION
 PK0040
 PK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PK0040'AT EAST TAWAS.
 PK0040'AT EAST TAWAS, IOSCO COUNTY, ON THE DETROIT AND MACKINAC RAILWAY,
 PK0040'150 YARDS SOUTHWEST OF A RAILWAY WATER TANK, 75 YARDS NORTH OF
 PK0040'THE CITY WATER TANK, 50 YARDS SOUTH OF THE SOUTHEAST CORNER
 PK0040'OF THE HOLLAND HOTEL, 36 YARDS SOUTH OF THE SOUTH RAIL AT THE
 PK0040'CENTER OF THE CROSSING OF NEWMAN STREET, 18 YARDS SOUTH OF THE
 PK0040'CENTERLINE OF U.S. HIGHWAY 23, 1-1/2 YARDS EAST OF THE CENTERLINE
 PK0040'OF A CONCRETE SIDEWALK, AND 1 INCH HIGHER THAN THE SIDEWALK.
 PK0040'A STANDARD DISK, STAMPED EAST TAWAS 1934 AND SET IN THE TOP
 PK0040'OF A CONCRETE POST.
 PK0040
 PK0040                          STATION RECOVERY (1983)
 PK0040
 PK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0040'NOT RECOVERED, PROBABLY DESTROYED WHEN NUEMAN STREET WAS WIDENED, NO
 PK0040'RESET DATA AVAILABLE TO THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1174 ***********************************************************************
 RJ1174  DESIGNATION -  EASY
 RJ1174  PID         -  RJ1174
 RJ1174  STATE/COUNTY-  MI/CHIPPEWA
 RJ1174  COUNTRY     -  US
 RJ1174  USGS QUAD   -  HULBERT (2017)
 RJ1174
 RJ1174                         *CURRENT SURVEY CONTROL
 RJ1174  ______________________________________________________________________
 RJ1174* NAD 83(1994) POSITION- 46 19 56.86613(N) 085 08 42.64451(W)   ADJUSTED
 RJ1174* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 RJ1174  ______________________________________________________________________
 RJ1174  GEOID HEIGHT    -        -35.355 (meters)                     GEOID18
 RJ1174  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 RJ1174  HORZ ORDER      -  SECOND
 RJ1174
 RJ1174.The horizontal coordinates were established by classical geodetic methods
 RJ1174.and adjusted by the National Geodetic Survey in February 1997.
 RJ1174
 RJ1174.The orthometric height was scaled from a topographic map.
 RJ1174
 RJ1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1174.GEOID18 height accuracy estimate available here.
 RJ1174
 RJ1174.Click photographs - Photos may exist for this station.
 RJ1174
 RJ1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1174
 RJ1174. The following values were computed from the NAD 83(1994) position.
 RJ1174
 RJ1174;                    North         East     Units Scale Factor Converg.
 RJ1174;SPC MI N     -   173,847.234 8,142,790.721   MT  0.99990317   +1 20 26.3
 RJ1174;SPC MI N     -   570,364.94 26,715,192.65   iFT  0.99990317   +1 20 26.3
 RJ1174;UTM  16      - 5,132,659.261   642,759.328   MT  0.99985053   +1 20 30.9
 RJ1174
 RJ1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1174!SPC MI N     -   0.99996431  x   0.99990317  =   0.99986749
 RJ1174!UTM  16      -   0.99996431  x   0.99985053  =   0.99981485
 RJ1174
 RJ1174:                Primary Azimuth Mark                     Grid Az
 RJ1174:SPC MI N     -  EASY AZ MK                               006 50 42.1
 RJ1174:UTM  16      -  EASY AZ MK                               006 50 37.5
 RJ1174
 RJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4275932659(NAD 83)
 RJ1174
 RJ1174|---------------------------------------------------------------------|
 RJ1174| PID    Reference Object                     Distance      Geod. Az  |
 RJ1174|                                                           dddmmss.s |
 RJ1174| CH1089 EASY AZ MK                                         0081108.4 |
 RJ1174| CH1090 EASY RM 1                            30.657 METERS 03933     |
 RJ1174| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX.11.0 KM 1061725.2 |
 RJ1174| CH1091 EASY RM 2                            30.514 METERS 32913     |
 RJ1174|---------------------------------------------------------------------|
 RJ1174
 RJ1174                          SUPERSEDED SURVEY CONTROL
 RJ1174
 RJ1174  NAD 83(1986)-  46 19 56.85959(N)    085 08 42.64193(W) AD(       ) 2
 RJ1174  NAD 27      -  46 19 56.82472(N)    085 08 42.33154(W) AD(       ) 2
 RJ1174
 RJ1174.Superseded values are not recommended for survey control.
 RJ1174
 RJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1174.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1174
 RJ1174_MARKER: DS = TRIANGULATION STATION DISK
 RJ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1174_STAMPING: EASY 1965
 RJ1174_MARK LOGO: CGS
 RJ1174_PROJECTION: FLUSH
 RJ1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1174+STABILITY: SURFACE MOTION
 RJ1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1174+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ1174
 RJ1174  HISTORY     - Date     Condition        Report By
 RJ1174  HISTORY     - 1965     MONUMENTED       CGS
 RJ1174  HISTORY     - 20090810 GOOD             GEOCAC
 RJ1174  HISTORY     - 20111004 GOOD             MIDT
 RJ1174  HISTORY     - 20250528 GOOD             MIDT
 RJ1174
 RJ1174                          STATION DESCRIPTION
 RJ1174
 RJ1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1174'STATION IS ABOUT 1-1/4 MILES SOUTH OF HULBERT, 6 MILES WEST-SOUTHWEST
 RJ1174'OF ECKERMAN, IN THE NORTHWEST ANGLE OF A CROSSROAD KNOWN AS HULBERT
 RJ1174'CORNERS AND ON STATE PROPERTY.
 RJ1174'
 RJ1174'TO REACH FROM THE TAHQUAMENON METHODIST LOG CHAPEL IN THE SMALL
 RJ1174'VILLAGE OF HULBERT, GO SOUTH AND EAST ON A PAVED ROAD FOR 0.4 MILE TO
 RJ1174'A T-ROAD.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 1.0 MILE TO THE
 RJ1174'AZIMUTH MARK ON THE LEFT AT THE WEST EDGE OF AN APPLE ORCHARD.
 RJ1174'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE
 RJ1174'RIGHT.
 RJ1174'
 RJ1174'STATION MARKS ARE STANDARD DISKS STAMPED EASY 1965.  THE SURFACE DISK
 RJ1174'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RJ1174'THE GROUND.  IT IS 5 FEET NORTH OF A METAL WITNESS POST, 16 FEET
 RJ1174'NORTHEAST OF A 16 INCH BEECH TREE, 90 FEET WEST OF THE CENTERLINE OF A
 RJ1174'PAVED ROAD, 172 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28 AND
 RJ1174'186 FEET NORTHWEST OF THE CENTER OF THE CROSSROAD.  THE UNDERGROUND
 RJ1174'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 RJ1174'SURFACE OF THE GROUND.
 RJ1174'
 RJ1174'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EASY NO 1 1965, IS SET
 RJ1174'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RJ1174'GROUND.  IT IS 7 FEET SOUTH OF A LARGE SIGNBOARD, 27 FEET WEST OF THE
 RJ1174'CENTERLINE OF THE PAVED ROAD AND 56 FEET WEST OF A POWER POLE.
 RJ1174'
 RJ1174'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EASY NO 2 1965, IS SET
 RJ1174'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RJ1174'GROUND.  IT IS 5 FEET EAST OF A METAL WITNESS POST, 16 FEET SOUTH OF A
 RJ1174'HAND WATER PUMP AND 24 FEET SOUTH OF A 15 INCH MAPLE TREE.
 RJ1174'
 RJ1174'AZIMUTH MARK, A STANDARD DISK STAMPED EASY 1965, IS SET IN A ROUND
 RJ1174'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RJ1174'IS 38 FEET EAST OF A METAL WITNESS POST, 54 FEET SOUTHEAST OF A POWER
 RJ1174'POLE AND 65 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.
 RJ1174'
 RJ1174'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1174
 RJ1174                          STATION RECOVERY (2009)
 RJ1174
 RJ1174'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RJ1174'STATION MARK, RM 1 AND RM 2 ALL RECOVERED IN GOOD CONDITION.
 RJ1174
 RJ1174                          STATION RECOVERY (2011)
 RJ1174
 RJ1174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (LEW)
 RJ1174'RECOVERED THE STATION MARK AND THE TWO REFERENCE MARKS, ALL IN GOOD
 RJ1174'CONDITION.  DID NOT SEARCH FOR THE AZIMUTH MARK.  NO AZIMUTH AND
 RJ1174'DISTANCE GIVEN ON THE DATA SHEET TO THE AZIMUTH MARK.
 RJ1174'
 RJ1174'THE STATION MARK IS IN THE NORTHWEST QUADRANT OF STATE HIGHWAY M-28
 RJ1174'AND S. HULBERT ROAD, S75E - 12 FEET OF SOUTHERLY WOODEN POST OF
 RJ1174'BILLBOARD (SIGN NO. 22720), 1.15 FEET EAST OF A CARSONITE WITNESS POST
 RJ1174'AND 1 FOOT EAST OF A ONE FOOT HIGH METAL WITNESS POST WITH SIGN.
 RJ1174'STATION MARK IS NOT SUITABLE FOR GPS OBSERVATIONS.
 RJ1174'
 RJ1174'REFERENCE MARK NO. 1 IS 240 FEET NORTH OF THE INTERSECTION OF M-28 AND
 RJ1174'S. HULBERT ROAD, 27 FEET WEST OF THE CENTERLINE OF S. HULBERT ROAD
 RJ1174'ROAD, N60E - 9.7 FEET OF AN ANCHOR POLE.  NOTE- NO WITNESS POST, AS
 RJ1174'MARK IS TOO CLOSE TO ROAD.  REFERENCE MARK NO. 1 IS SUITABLE FOR GPS
 RJ1174'OBSERVATIONS.
 RJ1174'
 RJ1174'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A METAL WITNESS POST.  THE HAND
 RJ1174'WATER PUMP NOTED IN THE 1965 DESCRIPTION IS STILL IN PLACE, BUT
 RJ1174'BEGINNING TO FALL OVER.  REFERENCE MARK NO. 2 IS NOT SUITABLE FOR GPS
 RJ1174'OBSERVATIONS.
 RJ1174
 RJ1174                          STATION RECOVERY (2025)
 RJ1174
 RJ1174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ1174'DISK IS WORN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1513 ***********************************************************************
 NF1513  DESIGNATION -  EATON RAPIDS HORNER MILLS STK
 NF1513  PID         -  NF1513
 NF1513  STATE/COUNTY-  MI/EATON
 NF1513  COUNTRY     -  US
 NF1513  USGS QUAD   -  EATON RAPIDS (2017)
 NF1513
 NF1513                         *CURRENT SURVEY CONTROL
 NF1513  ______________________________________________________________________
 NF1513* NAD 83(1994) POSITION- 42 30 53.35473(N) 084 39 18.20631(W)   ADJUSTED
 NF1513  ______________________________________________________________________
 NF1513  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 NF1513  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 NF1513  HORZ ORDER      -  THIRD
 NF1513
 NF1513.The horizontal coordinates were established by classical geodetic methods
 NF1513.and adjusted by the National Geodetic Survey in February 1997.
 NF1513
 NF1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1513.GEOID18 height accuracy estimate available here.
 NF1513
 NF1513.Click photographs - Photos may exist for this station.
 NF1513
 NF1513.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1513
 NF1513. The following values were computed from the NAD 83(1994) position.
 NF1513
 NF1513;                    North         East     Units Scale Factor Converg.
 NF1513;SPC MI S     -   112,764.274 3,976,301.935   MT  0.99992763   -0 11 46.5
 NF1513;SPC MI S     -   369,961.53 13,045,610.02   iFT  0.99992763   -0 11 46.5
 NF1513;UTM  16      - 4,709,603.444   692,634.115   MT  1.00005657   +1 35 06.6
 NF1513
 NF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9263409603(NAD 83)
 NF1513
 NF1513                          SUPERSEDED SURVEY CONTROL
 NF1513
 NF1513  NAD 83(1986)-  42 30 53.35388(N)    084 39 18.22461(W) AD(       ) 3
 NF1513  NAD 27      -  42 30 53.21987(N)    084 39 18.29076(W) AD(       ) 3
 NF1513
 NF1513.Superseded values are not recommended for survey control.
 NF1513
 NF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1513.See file dsdata.pdf to determine how the superseded data were derived.
 NF1513
 NF1513_MARKER: 63 = STACK
 NF1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1513+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 NF1513
 NF1513  HISTORY     - Date     Condition        Report By
 NF1513  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1513  HISTORY     - 19961103 GOOD             USPSQD
 NF1513  HISTORY     - 20020913 GOOD             GEOCAC
 NF1513  HISTORY     - 20040806 GOOD             USPSQD
 NF1513  HISTORY     - 20050814 POOR             USPSQD
 NF1513
 NF1513                          STATION DESCRIPTION
 NF1513
 NF1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1513'THE STATION IS THE TOP CENTER OF THE EATON RAPIDS HORNER WOOLEN
 NF1513'MILLS STACK.  THE STACK IS GRAY CEMENT IN COLOR AND APPROXIMATELY
 NF1513'120 FEET HIGH.
 NF1513'
 NF1513'LOCATED 0.1 MILE NORTH OF THE CENTER OF EATON RAPIDS, 0.05 MILE EAST
 NF1513'OF STATE HIGHWAY 99, AND AT THE PLANT COMPLEX.
 NF1513
 NF1513                          STATION RECOVERY (1996)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1513'RECOVERED IN GOOD CONDITION.
 NF1513
 NF1513                          STATION RECOVERY (2002)
 NF1513
 NF1513'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1513'RECOVERED IN GOOD CONDITION.
 NF1513
 NF1513                          STATION RECOVERY (2004)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1513'RECOVERED IN GOOD CONDITION.
 NF1513
 NF1513                          STATION RECOVERY (2005)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1513'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1512 ***********************************************************************
 NF1512  DESIGNATION -  EATON RAPIDS MUN TANK
 NF1512  PID         -  NF1512
 NF1512  STATE/COUNTY-  MI/EATON
 NF1512  COUNTRY     -  US
 NF1512  USGS QUAD   -  EATON RAPIDS (2017)
 NF1512
 NF1512                         *CURRENT SURVEY CONTROL
 NF1512  ______________________________________________________________________
 NF1512* NAD 83(1994) POSITION- 42 30 05.24202(N) 084 39 37.64803(W)   ADJUSTED
 NF1512  ______________________________________________________________________
 NF1512  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 NF1512  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 NF1512  HORZ ORDER      -  THIRD
 NF1512
 NF1512.The horizontal coordinates were established by classical geodetic methods
 NF1512.and adjusted by the National Geodetic Survey in February 1997.
 NF1512
 NF1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1512.GEOID18 height accuracy estimate available here.
 NF1512
 NF1512.Click photographs - Photos may exist for this station.
 NF1512
 NF1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1512
 NF1512. The following values were computed from the NAD 83(1994) position.
 NF1512
 NF1512;                    North         East     Units Scale Factor Converg.
 NF1512;SPC MI S     -   111,281.337 3,975,852.980   MT  0.99992916   -0 11 59.8
 NF1512;SPC MI S     -   365,096.25 13,044,137.07   iFT  0.99992916   -0 11 59.8
 NF1512;UTM  16      - 4,708,107.078   692,231.421   MT  1.00005467   +1 34 52.0
 NF1512
 NF1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9223108107(NAD 83)
 NF1512
 NF1512                          SUPERSEDED SURVEY CONTROL
 NF1512
 NF1512  NAD 83(1986)-  42 30 05.24161(N)    084 39 37.66660(W) AD(       ) 3
 NF1512  NAD 27      -  42 30 05.10791(N)    084 39 37.73209(W) AD(       ) 3
 NF1512
 NF1512.Superseded values are not recommended for survey control.
 NF1512
 NF1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1512.See file dsdata.pdf to determine how the superseded data were derived.
 NF1512
 NF1512_MARKER: 53 = ELEVATED TANK
 NF1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1512+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 NF1512
 NF1512  HISTORY     - Date     Condition        Report By
 NF1512  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1512  HISTORY     - 19961103 GOOD             USPSQD
 NF1512  HISTORY     - 20040806 GOOD             USPSQD
 NF1512  HISTORY     - 20050814 GOOD             USPSQD
 NF1512  HISTORY     - 20060317 GOOD             GEOCAC
 NF1512
 NF1512                          STATION DESCRIPTION
 NF1512
 NF1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1512'THE STATION IS THE APEX OF VENT OF THE EATON RAPIDS MUNICIPAL
 NF1512'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME SHAPED
 NF1512'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS.  IT IS
 NF1512'SILVER IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1512'
 NF1512'LOCATED 0.5 MILE SOUTH-SOUTHWEST OF THE CENTER OF EATON RAPIDS, 98
 NF1512'FEET WEST OF THE CENTER LINE OF WEST STREET.
 NF1512
 NF1512                          STATION RECOVERY (1996)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1512'RECOVERED IN GOOD CONDITION.
 NF1512
 NF1512                          STATION RECOVERY (2004)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1512'TANK LOCATED ON NORTH CORNER OF ROSEHILL MUNICIPIAL CEMETARY.
 NF1512'
 NF1512
 NF1512                          STATION RECOVERY (2005)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1512'RECOVERED IN GOOD CONDITION.
 NF1512
 NF1512                          STATION RECOVERY (2006)
 NF1512
 NF1512'RECOVERY NOTE BY GEOCACHING 2006 (CAZ)
 NF1512'ACCESS TO THE WATER TOWER IS THROUGH THE ROSEHILL CEMETERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0318 ***********************************************************************
 PK0318  DESIGNATION -  EB 3
 PK0318  PID         -  PK0318
 PK0318  STATE/COUNTY-  MI/ARENAC
 PK0318  COUNTRY     -  US
 PK0318  USGS QUAD   -  AU GRES (2017)
 PK0318
 PK0318                         *CURRENT SURVEY CONTROL
 PK0318  ______________________________________________________________________
 PK0318* NAD 83(1994) POSITION- 44 01 23.83067(N) 083 40 20.67219(W)   ADJUSTED
 PK0318* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) VERTCON3
 PK0318  ______________________________________________________________________
 PK0318  GEOID HEIGHT    -        -35.089 (meters)                     GEOID18
 PK0318  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 PK0318  HORZ ORDER      -  SECOND
 PK0318
 PK0318.The horizontal coordinates were established by classical geodetic methods
 PK0318.and adjusted by the National Geodetic Survey in February 1997.
 PK0318
 PK0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0318
 PK0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0318.GEOID18 height accuracy estimate available here.
 PK0318
 PK0318.Click photographs - Photos may exist for this station.
 PK0318
 PK0318.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0318
 PK0318. The following values were computed from the NAD 83(1994) position.
 PK0318
 PK0318;                    North         East     Units Scale Factor Converg.
 PK0318;SPC MI C     -    78,760.586 6,055,663.562   MT  1.00004052   +0 29 25.5
 PK0318;SPC MI C     -   258,400.87 19,867,662.60   iFT  1.00004052   +0 29 25.5
 PK0318;UTM  17      - 4,877,931.671   285,823.045   MT  1.00016421   -1 51 28.4
 PK0318
 PK0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0318!SPC MI C     -   0.99997809  x   1.00004052  =   1.00001861
 PK0318!UTM  17      -   0.99997809  x   1.00016421  =   1.00014230
 PK0318
 PK0318:                Primary Azimuth Mark                     Grid Az
 PK0318:SPC MI C     -  AU GRES MUNICIPAL TANK                   337 03 34.5
 PK0318:UTM  17      -  AU GRES MUNICIPAL TANK                   339 24 28.4
 PK0318
 PK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8582377931(NAD 83)
 PK0318
 PK0318|---------------------------------------------------------------------|
 PK0318| PID    Reference Object                     Distance      Geod. Az  |
 PK0318|                                                           dddmmss.s |
 PK0318| PK0316 GRAVELLY SHOAL LIGHT                APPROX.10.8 KM 0915848.9 |
 PK0318| PK0319 AU GRES MUNICIPAL TANK              APPROX. 3.2 KM 3373300.0 |
 PK0318|---------------------------------------------------------------------|
 PK0318
 PK0318                          SUPERSEDED SURVEY CONTROL
 PK0318
 PK0318  NAD 83(1986)-  44 01 23.81911(N)    083 40 20.68840(W) AD(       ) 2
 PK0318  NAD 27      -  44 01 23.74979(N)    083 40 20.74429(W) AD(       ) 2
 PK0318  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 PK0318
 PK0318.Superseded values are not recommended for survey control.
 PK0318
 PK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0318.See file dsdata.pdf to determine how the superseded data were derived.
 PK0318
 PK0318_MARKER: DD = SURVEY DISK
 PK0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0318_SP_SET: BREAKWATER WALL
 PK0318_STAMPING: AUG.E.B.WALL-3 75 BCFO
 PK0318_MARK LOGO: USACE
 PK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0318+STABILITY: SURFACE MOTION
 PK0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0318+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PK0318
 PK0318  HISTORY     - Date     Condition        Report By
 PK0318  HISTORY     - 1981     MONUMENTED       USACE
 PK0318  HISTORY     - 1981     GOOD             CGS
 PK0318  HISTORY     - 20011011 GOOD             USPSQD
 PK0318
 PK0318                          STATION DESCRIPTION
 PK0318
 PK0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1981 (DCF)
 PK0318'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI) SOUTH-SOUTHWEST
 PK0318'OF TAWAS CITY, 22.5 KM (14 MI) EAST-NORTHEAST OF STANDISH,
 PK0318'2.8 KM (1-3/4 MI) SOUTHEAST OF AU GRES, AND IN THE
 PK0318'NW1/4,S30,T19N,R7E OF SIMS TOWNSHIP.
 PK0318'OWNERSHIP--DEPARTMENT OF THE ARMY, DETROIT DISTRICT,
 PK0318'CORPS OF ENGINEERS, BOX 1027,DETROIT MI 48231, PERMISSION
 PK0318'BY MR. CARL LAMPHERE, CHIEF OF SURVEY SECTION,
 PK0318'TELEPHONE NUMBER 313-226-6817.
 PK0318'
 PK0318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 PK0318'AND MAIN STREET IN AU GRES, GO SOUTH ON MAIN STREET FOR
 PK0318'1.7 KM (1.05 MI) TO WHERE THE MAIN ROAD BEARS LEFT AND
 PK0318'A GRAVEL ROAD STRAIGHT AHEAD.  BEAR LEFT AND GO SOUTHEASTERLY
 PK0318'ON THE MAIN ROAD FOR 1.8 KM (1.1 MI) TO THE ENTRANCE TO A
 PK0318'PUBLIC BOAT RAMP.  CONTINUE SOUTHEASTERLY THROUGH THE
 PK0318'PARKING AREA FOR 0.5 KM (0.3 MI) TO THE SOUTHEAST END OF THE
 PK0318'PARKING AREA, TWO OUTDOOR TOILETS ON THE RIGHT, AND THE
 PK0318'STATION BEYOND.
 PK0318'
 PK0318'THE STATION IS A STANDARD USE SURVEY DISK
 PK0318'STAMPED---AUG.E.B.WALL-3 75 BCFO---,
 PK0318'SET INTO A CONCRETE SLAB OF A WALKWAY ATOP A BREAKWATER WALL.
 PK0318'IT IS LOCATED
 PK0318'70.4 METERS (231.0 FT) EAST-SOUTHEAST FROM THE WEST-NORTHWEST END
 PK0318'OF THE BREAKWATER WALL,
 PK0318'0.63 METER (2.1 FT) NORTHEAST FROM A BLUE PAINTED HAND RAILING,
 PK0318'AND
 PK0318'0.57 METER (1.9 FT) NORTH FROM A BLUE PAINTED HAND RAILING.
 PK0318'
 PK0318'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PK0318'
 PK0318'DESCRIBED BY R.L. ZURFLUH.
 PK0318
 PK0318                          STATION RECOVERY (2001)
 PK0318
 PK0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0668 ***********************************************************************
 RK0668  DESIGNATION -  EBEN
 RK0668  PID         -  RK0668
 RK0668  STATE/COUNTY-  MI/ALGER
 RK0668  COUNTRY     -  US
 RK0668  USGS QUAD   -  CHATHAM (2017)
 RK0668
 RK0668                         *CURRENT SURVEY CONTROL
 RK0668  ______________________________________________________________________
 RK0668* NAD 83(1994) POSITION- 46 20 48.16019(N) 086 58 26.67756(W)   ADJUSTED
 RK0668* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 RK0668  ______________________________________________________________________
 RK0668  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 RK0668  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 RK0668  HORZ ORDER      -  THIRD
 RK0668
 RK0668.The horizontal coordinates were established by classical geodetic methods
 RK0668.and adjusted by the National Geodetic Survey in February 1997.
 RK0668
 RK0668.The orthometric height was scaled from a topographic map.
 RK0668
 RK0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0668.GEOID18 height accuracy estimate available here.
 RK0668
 RK0668.Click photographs - Photos may exist for this station.
 RK0668
 RK0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0668
 RK0668. The following values were computed from the NAD 83(1994) position.
 RK0668
 RK0668;                    North         East     Units Scale Factor Converg.
 RK0668;SPC MI N     -   173,760.591 8,001,995.301   MT  0.99990341   +0 01 07.5
 RK0668;SPC MI N     -   570,080.68 26,253,265.42   iFT  0.99990341   +0 01 07.5
 RK0668;UTM  16      - 5,132,570.980   501,994.696   MT  0.99960005   +0 01 07.5
 RK0668
 RK0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0668!SPC MI N     -   0.99995625  x   0.99990341  =   0.99985966
 RK0668!UTM  16      -   0.99995625  x   0.99960005  =   0.99955631
 RK0668
 RK0668:                Primary Azimuth Mark                     Grid Az
 RK0668:SPC MI N     -  TRENARY                                  171 02 50.6
 RK0668:UTM  16      -  TRENARY                                  171 02 50.6
 RK0668
 RK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0199432570(NAD 83)
 RK0668
 RK0668|---------------------------------------------------------------------|
 RK0668| PID    Reference Object                     Distance      Geod. Az  |
 RK0668|                                                           dddmmss.s |
 RK0668| CH1092 EBEN AZ MK                                         0682614.2 |
 RK0668| RK0661 TRENARY                             APPROX.17.5 KM 1710358.1 |
 RK0668| RK0669 TT 15 T                              47.594 METERS 20253     |
 RK0668| CH1093 EBEN RM 1                            20.333 METERS 28025     |
 RK0668|---------------------------------------------------------------------|
 RK0668
 RK0668                          SUPERSEDED SURVEY CONTROL
 RK0668
 RK0668  NAD 83(1986)-  46 20 48.15508(N)    086 58 26.67378(W) AD(       ) 3
 RK0668  NAD 27      -  46 20 48.35500(N)    086 58 26.13400(W) AD(       ) 3
 RK0668
 RK0668.Superseded values are not recommended for survey control.
 RK0668
 RK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0668.See file dsdata.pdf to determine how the superseded data were derived.
 RK0668
 RK0668_MARKER: DS = TRIANGULATION STATION DISK
 RK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0668_STAMPING: EBEN 1955
 RK0668_MARK LOGO: CGS
 RK0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0668+STABILITY: SURFACE MOTION
 RK0668
 RK0668  HISTORY     - Date     Condition        Report By
 RK0668  HISTORY     - 1955     MONUMENTED       CGS
 RK0668
 RK0668                          STATION DESCRIPTION
 RK0668
 RK0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0668'STATION IS LOCATED ABOUT 0.6 MILE SOUTH OF EBEN, ABOUT 0.15 MILE
 RK0668'WEST OF A NORTH AND SOUTH ROAD, ABOUT 0.1 MILE WEST OF THE HOME OF
 RK0668'MR. WILJO HAUTAMAKI AND ON A NARROW NORTH AND SOUTH TIMBERED RIDGE.
 RK0668'IT IS IN THE NORTHEAST CORNER OF SECTION 31, T.46 N., R.21 W., AND
 RK0668'ON LAND OWNED BY MR. WILJO HAUTAMAKI WHO LIVES JUST EAST OF THE
 RK0668'STATION.
 RK0668'
 RK0668'TO REACH THE STATION FROM EBEN, GO SOUTH ON STATE HIGHWAY 94 FOR
 RK0668'0.5 MILE TO WHERE HIGHWAY 94 TURNS LEFT AND THE AZIMUTH MARK ON THE
 RK0668'RIGHT.  CONTINUE SOUTH ON BLACKTOP ROAD FOR 0.05 MILE TO DRIVEWAY
 RK0668'ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE HOME OF
 RK0668'MR. HAUTAMAKI, FROM HERE GO WEST ON TRACK ROAD FOR 0.1 MILE TO
 RK0668'THE TOP OF THE TIMBERED RIDGE, TURN RIGHT AND GO NORTH FOR
 RK0668'APPROXIMATELY 150 FEET AND THEN GO EAST FOR APPROXIMATELY 50 FEET
 RK0668'TO THE STATION.
 RK0668'
 RK0668'THE STATION MARK, A STANDARD DISK, STAMPED EBEN 1955, IS SET IN THE
 RK0668'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 50 FEET
 RK0668'EAST OF THE CENTER OF A TRACK ROAD, 9 FEET WEST OF A MAPLE TREE
 RK0668'WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 2 FEET WEST OF A WHITE
 RK0668'WITNESS POST.
 RK0668'
 RK0668'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED EBEN NO 1 1955, IS SET
 RK0668'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 25
 RK0668'FEET WEST OF THE CENTER OF A TRACK ROAD, 8 FEET EAST OF A NARROW
 RK0668'SHOULDER OF A RIDGE AND IS 4 FEET LOWER THAN THE STATION.
 RK0668'
 RK0668'USGS BENCH MARK, A STANDARD DISK, STAMPED TT 15T 1954, IS SET IN THE
 RK0668'TOP OF A 6 INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 15
 RK0668'FEET NORTH OF THE CENTER OF A TRACK ROAD, 15 FEET EAST OF A SMALL
 RK0668'CUT IN RIDGE, 11 FEET WEST OF A TREE WITH B.M. PAINTED ON THE SOUTH
 RK0668'SIDE AND IS APPROXIMATELY 12 FEET LOWER THAN THE STATION.
 RK0668'
 RK0668'AZIMUTH MARK, A STANDARD DISK, STAMPED EBEN 1955, IS SET IN THE TOP
 RK0668'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 42 FEET WEST
 RK0668'OF THE CENTER OF A BLACKTOP ROAD WHERE STATE HIGHWAY 94 TURNS EAST,
 RK0668'14 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A
 RK0668'FENCE CORNER AND 2 FEET WEST OF A WHITE WITNESS POST.
 RK0668'
 RK0668'HEIGHT OF LIGHT ABOVE STATION 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0522 ***********************************************************************
 RL0522  DESIGNATION -  ECHO
 RL0522  PID         -  RL0522
 RL0522  STATE/COUNTY-  MI/HOUGHTON
 RL0522  COUNTRY     -  US
 RL0522  USGS QUAD   -  ECHO LAKE (2017)
 RL0522
 RL0522                         *CURRENT SURVEY CONTROL
 RL0522  ______________________________________________________________________
 RL0522* NAD 83(1994) POSITION- 46 36 30.46721(N) 088 52 06.55175(W)   ADJUSTED
 RL0522* NAVD 88 ORTHO HEIGHT -   433.314 (meters)     1421.63  (feet) ADJUSTED
 RL0522  ______________________________________________________________________
 RL0522  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 RL0522  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 RL0522  DYNAMIC HEIGHT  -        433.328 (meters)     1421.68  (feet) COMP
 RL0522  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 RL0522
 RL0522  HORZ ORDER      -  FIRST
 RL0522  VERT ORDER      -  FIRST     CLASS II
 RL0522
 RL0522.The horizontal coordinates were established by classical geodetic methods
 RL0522.and adjusted by the National Geodetic Survey in February 1997.
 RL0522
 RL0522.The orthometric height was determined by differential leveling and
 RL0522.adjusted by the NATIONAL GEODETIC SURVEY
 RL0522.in June 1991.
 RL0522
 RL0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0522.GEOID18 height accuracy estimate available here.
 RL0522
 RL0522.Click photographs - Photos may exist for this station.
 RL0522
 RL0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0522
 RL0522.The dynamic height is computed by dividing the NAVD 88
 RL0522.geopotential number by the normal gravity value computed on the
 RL0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0522.degrees latitude (g = 980.6199 gals.).
 RL0522
 RL0522.The modeled gravity was interpolated from observed gravity values.
 RL0522
 RL0522. The following values were computed from the NAD 83(1994) position.
 RL0522
 RL0522;                    North         East     Units Scale Factor Converg.
 RL0522;SPC MI N     -   204,540.961 7,856,880.480   MT  0.99991872   -1 21 01.9
 RL0522;SPC MI N     -   671,066.15 25,777,166.93   iFT  0.99991872   -1 21 01.9
 RL0522;UTM  16      - 5,163,351.234   356,914.239   MT  0.99985166   -1 21 28.9
 RL0522
 RL0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0522!SPC MI N     -   0.99993720  x   0.99991872  =   0.99985592
 RL0522!UTM  16      -   0.99993720  x   0.99985166  =   0.99978887
 RL0522
 RL0522:                Primary Azimuth Mark                     Grid Az
 RL0522:SPC MI N     -  ECHO AZ MK                               216 13 17.9
 RL0522:UTM  16      -  ECHO AZ MK                               216 13 44.9
 RL0522
 RL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5691463351(NAD 83)
 RL0522
 RL0522|---------------------------------------------------------------------|
 RL0522| PID    Reference Object                     Distance      Geod. Az  |
 RL0522|                                                           dddmmss.s |
 RL0522| RL1585 COVINGTON LOOKOUT TOWER             APPROX.26.2 KM 1034107.2 |
 RL0522| RL1594 CONNORS LOOKOUT TOWER               APPROX. 6.8 KM 1853535.4 |
 RL0522| RL1582 TROUT CREEK LOOKOUT TOWER           APPROX.21.0 KM 2064413.7 |
 RL0522| RL0521 ECHO AZ MK                                         2145216.0 |
 RL0522| RL0523 ECHO RM 1                            24.932 METERS 25449     |
 RL0522| RL0524 ECHO RM 2                            28.153 METERS 32615     |
 RL0522|---------------------------------------------------------------------|
 RL0522
 RL0522                          SUPERSEDED SURVEY CONTROL
 RL0522
 RL0522  NAD 83(1986)-  46 36 30.46254(N)    088 52 06.54348(W) AD(       ) 1
 RL0522  NAD 27      -  46 36 30.67400(N)    088 52 06.05100(W) AD(       ) 1
 RL0522  NGVD 29 (??/??/92)  433.309  (m)         1421.61   (f) ADJ UNCH    1 2
 RL0522  NGVD 29             433.31   (m)         1421.6    (f) LEVELING    3  
 RL0522
 RL0522.Superseded values are not recommended for survey control.
 RL0522
 RL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0522.See file dsdata.pdf to determine how the superseded data were derived.
 RL0522
 RL0522_MARKER: DB = BENCH MARK DISK
 RL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0522_STAMPING: ECHO 1939
 RL0522_MARK LOGO: CGS
 RL0522_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0522+STABILITY: SURFACE MOTION
 RL0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0522+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 RL0522
 RL0522  HISTORY     - Date     Condition        Report By
 RL0522  HISTORY     - 1939     MONUMENTED       CGS
 RL0522  HISTORY     - 1948     GOOD             CGS
 RL0522  HISTORY     - 20030710 GOOD             GEOCAC
 RL0522  HISTORY     - 20090617 GOOD             MIDT
 RL0522
 RL0522                          STATION DESCRIPTION
 RL0522
 RL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0522'ABOUT 8-1/2 MILES NORTH-BY-EAST OF THE TOWN OF KENTON, IN THE
 RL0522'NORTHEAST CORNER OF SEC. 36, T. 49 N., R. 37 W., ON THE TOP OF
 RL0522'A SMALL RIDGE RUNNING NORTHWEST AND SOUTHEAST, ON LAND OF THE
 RL0522'U.S. FORESTRY SERVICE.  STATION MARK IS 30 FEET EAST OF THE CENTER
 RL0522'OF THE GRAVEL ROAD, STAMPED ECHO 1939 AND PROJECTS 6 INCHES
 RL0522'ABOVE THE GROUND.
 RL0522'
 RL0522'TO REACH FROM THE RANGER STATION IN KENTON DRIVE EAST ON STATE
 RL0522'HIGHWAY 28 FOR 0.2 MILE, TURN LEFT AND DRIVE NORTH, UP THE
 RL0522'HILL, ON A GRAVEL ROAD FOR 4.3 MILES, THEN TURN LEFT AND DRIVE
 RL0522'WEST FOR 0.2 MILE, TURN RIGHT AND DRIVE NORTH, KEEPING
 RL0522'STRAIGHT AHEAD AT ALL CROSSROADS, FOR 4.1 MILES TO A RAILROAD
 RL0522'CROSSING, CONTINUE STRAIGHT AHEAD ACROSS THE TRACKS AND DRIVE
 RL0522'0.35 MILE TO THE TOP OF A SMALL RIDGE AND STATION.
 RL0522'
 RL0522'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RL0522'STANDARD BRONZE DISKS SET IN CONCRETE.
 RL0522'ALL MARKS ARE WITNESSED
 RL0522'BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECTS ABOUT
 RL0522'2-1/2 FEET ABOVE THE GROUND.
 RL0522'
 RL0522'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 24
 RL0522'FEET WEST OF THE CENTER OF THE ROAD, STAMPED ECHO NO 1 1939
 RL0522'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0522'
 RL0522'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 45 FEET
 RL0522'WEST OF THE CENTER OF THE ROAD, STAMPED ECHO NO 2 1939 AND
 RL0522'PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0522'
 RL0522'AZIIMUTH MARK IS SOUTHWEST OF THE STATION, 91 FEET EAST OF
 RL0522'THE CENTER OF THE ROAD, 64 FEET SOUTH OF THE SOUTH RAIL OF THE
 RL0522'RAILROAD AND 14 FEET SOUTH OF AN OLD RAIL FENCE, STAMPED
 RL0522'ECHO 939 AND PROJECTS 1 FOOT ABOVE THE GROUND.
 RL0522'
 RL0522'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL0522
 RL0522                          STATION RECOVERY (1948)
 RL0522
 RL0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0522'0.4 MI N FROM FROST.
 RL0522'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0522'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0522'SIGN AT FROST, 0.15 MILE SOUTHWEST OF A SIDE ROAD EAST TO ECHO
 RL0522'LAKE, SET AT THE TOP OF THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0522'29 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 RL0522'SOUTHWEST OF A 24-INCH PINE TREE, 73 FEET NORTHEAST AND ACROSS
 RL0522'THE ROAD FROM R.M. NO. 1, 85 FEET SOUTHEAST OF R.M. NO. 2,
 RL0522'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE
 RL0522'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0522
 RL0522                          STATION RECOVERY (2003)
 RL0522
 RL0522'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0522'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0522'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0522'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0522'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE RIGHT.
 RL0522
 RL0522                          STATION RECOVERY (2009)
 RL0522
 RL0522'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0523 ***********************************************************************
 RL0523  DESIGNATION -  ECHO RM 1
 RL0523  PID         -  RL0523
 RL0523  STATE/COUNTY-  MI/HOUGHTON
 RL0523  COUNTRY     -  US
 RL0523  USGS QUAD   -  ECHO LAKE (2017)
 RL0523
 RL0523                         *CURRENT SURVEY CONTROL
 RL0523  ______________________________________________________________________
 RL0523* NAD 83(1986) POSITION- 46 36 30.26   (N) 088 52 07.68   (W)   HD_HELD1
 RL0523* NAVD 88 ORTHO HEIGHT -   431.307 (meters)     1415.05  (feet) ADJUSTED
 RL0523  ______________________________________________________________________
 RL0523  GEOID HEIGHT    -        -32.653 (meters)                     GEOID18
 RL0523  DYNAMIC HEIGHT  -        431.321 (meters)     1415.09  (feet) COMP
 RL0523  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 RL0523
 RL0523  VERT ORDER      -  FIRST     CLASS II
 RL0523
 RL0523.The horizontal coordinates were determined by differentially corrected
 RL0523.hand held GPS observations or other comparable positioning techniques
 RL0523.and have an estimated accuracy of +/- 3 meters.
 RL0523
 RL0523.The orthometric height was determined by differential leveling and
 RL0523.adjusted by the NATIONAL GEODETIC SURVEY
 RL0523.in June 1991.
 RL0523
 RL0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0523.GEOID18 height accuracy estimate available here.
 RL0523
 RL0523.Click photographs - Photos may exist for this station.
 RL0523
 RL0523.The dynamic height is computed by dividing the NAVD 88
 RL0523.geopotential number by the normal gravity value computed on the
 RL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0523.degrees latitude (g = 980.6199 gals.).
 RL0523
 RL0523.The modeled gravity was interpolated from observed gravity values.
 RL0523
 RL0523;                    North         East    Units  Estimated Accuracy
 RL0523;SPC MI N     -   204,535.1   7,856,856.3     MT  (+/- 3 meters HH1 GPS) 
 RL0523
 RL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5689063345(NAD 83)
 RL0523
 RL0523                          SUPERSEDED SURVEY CONTROL
 RL0523
 RL0523  NGVD 29 (??/??/92)  431.302  (m)         1415.03   (f) ADJ UNCH    1 2
 RL0523
 RL0523.Superseded values are not recommended for survey control.
 RL0523
 RL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0523.See file dsdata.pdf to determine how the superseded data were derived.
 RL0523
 RL0523_MARKER: DR = REFERENCE MARK DISK
 RL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0523_STAMPING: ECHO NO 1 1939
 RL0523_MARK LOGO: CGS
 RL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0523+STABILITY: SURFACE MOTION
 RL0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0523+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0523
 RL0523  HISTORY     - Date     Condition        Report By
 RL0523  HISTORY     - 1939     MONUMENTED       CGS
 RL0523  HISTORY     - 1948     GOOD             CGS
 RL0523  HISTORY     - 20030710 GOOD             GEOCAC
 RL0523
 RL0523                          STATION DESCRIPTION
 RL0523
 RL0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0523'0.4 MI N FROM FROST.
 RL0523'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0523'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0523'SIGN AT FROST, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD
 RL0523'EAST TO ECHO LAKE, AT THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0523'73 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0523'25 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 RL0523'NORTHEAST OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 40 FEET
 RL0523'WEST-NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 2
 RL0523'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 RL0523'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0523'INCHES.
 RL0523
 RL0523                          STATION RECOVERY (2003)
 RL0523
 RL0523'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0523'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0523'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0523'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0523'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0524 ***********************************************************************
 RL0524  DESIGNATION -  ECHO RM 2
 RL0524  PID         -  RL0524
 RL0524  STATE/COUNTY-  MI/HOUGHTON
 RL0524  COUNTRY     -  US
 RL0524  USGS QUAD   -  ECHO LAKE (2017)
 RL0524
 RL0524                         *CURRENT SURVEY CONTROL
 RL0524  ______________________________________________________________________
 RL0524* NAD 83(1986) POSITION- 46 36 31.23   (N) 088 52 07.29   (W)   HD_HELD1
 RL0524* NAVD 88 ORTHO HEIGHT -   433.591 (meters)     1422.54  (feet) ADJUSTED
 RL0524  ______________________________________________________________________
 RL0524  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 RL0524  DYNAMIC HEIGHT  -        433.605 (meters)     1422.59  (feet) COMP
 RL0524  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 RL0524
 RL0524  VERT ORDER      -  FIRST     CLASS II
 RL0524
 RL0524.The horizontal coordinates were determined by differentially corrected
 RL0524.hand held GPS observations or other comparable positioning techniques
 RL0524.and have an estimated accuracy of +/- 3 meters.
 RL0524
 RL0524.The orthometric height was determined by differential leveling and
 RL0524.adjusted by the NATIONAL GEODETIC SURVEY
 RL0524.in June 1991.
 RL0524
 RL0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0524.GEOID18 height accuracy estimate available here.
 RL0524
 RL0524.Click photographs - Photos may exist for this station.
 RL0524
 RL0524.The dynamic height is computed by dividing the NAVD 88
 RL0524.geopotential number by the normal gravity value computed on the
 RL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0524.degrees latitude (g = 980.6199 gals.).
 RL0524
 RL0524.The modeled gravity was interpolated from observed gravity values.
 RL0524
 RL0524;                    North         East    Units  Estimated Accuracy
 RL0524;SPC MI N     -   204,564.9   7,856,865.3     MT  (+/- 3 meters HH1 GPS) 
 RL0524
 RL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5689963375(NAD 83)
 RL0524
 RL0524                          SUPERSEDED SURVEY CONTROL
 RL0524
 RL0524  NGVD 29 (??/??/92)  433.586  (m)         1422.52   (f) ADJ UNCH    1 2
 RL0524
 RL0524.Superseded values are not recommended for survey control.
 RL0524
 RL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0524.See file dsdata.pdf to determine how the superseded data were derived.
 RL0524
 RL0524_MARKER: DR = REFERENCE MARK DISK
 RL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0524_STAMPING: ECHO NO 2 1939
 RL0524_MARK LOGO: CGS
 RL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0524+STABILITY: SURFACE MOTION
 RL0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0524+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0524
 RL0524  HISTORY     - Date     Condition        Report By
 RL0524  HISTORY     - 1939     MONUMENTED       CGS
 RL0524  HISTORY     - 1948     GOOD             CGS
 RL0524  HISTORY     - 20030710 GOOD             GEOCAC
 RL0524
 RL0524                          STATION DESCRIPTION
 RL0524
 RL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0524'0.4 MI N FROM FROST.
 RL0524'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0524'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0524'SIGN AT FROST, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0524'EAST TO ECHO LAKE, AT THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0524'85 FEET NORTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0524'57 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 RL0524'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD
 RL0524'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0524
 RL0524                          STATION RECOVERY (2003)
 RL0524
 RL0524'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0524'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0524'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0524'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0524'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1167 ***********************************************************************
 RJ1167  DESIGNATION -  ECKER
 RJ1167  PID         -  RJ1167
 RJ1167  STATE/COUNTY-  MI/CHIPPEWA
 RJ1167  COUNTRY     -  US
 RJ1167  USGS QUAD   -  PIATT LAKE (2017)
 RJ1167
 RJ1167                         *CURRENT SURVEY CONTROL
 RJ1167  ______________________________________________________________________
 RJ1167* NAD 83(1994) POSITION- 46 29 33.38542(N) 085 07 14.15757(W)   ADJUSTED
 RJ1167* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 RJ1167  ______________________________________________________________________
 RJ1167  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 RJ1167  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 RJ1167  HORZ ORDER      -  SECOND
 RJ1167
 RJ1167.The horizontal coordinates were established by classical geodetic methods
 RJ1167.and adjusted by the National Geodetic Survey in February 1997.
 RJ1167
 RJ1167.The orthometric height was scaled from a topographic map.
 RJ1167
 RJ1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1167.GEOID18 height accuracy estimate available here.
 RJ1167
 RJ1167.Click photographs - Photos may exist for this station.
 RJ1167
 RJ1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1167
 RJ1167. The following values were computed from the NAD 83(1994) position.
 RJ1167
 RJ1167;                    North         East     Units Scale Factor Converg.
 RJ1167;SPC MI N     -   191,686.655 8,144,260.629   MT  0.99990937   +1 21 30.3
 RJ1167;SPC MI N     -   628,893.23 26,720,015.19   iFT  0.99990937   +1 21 30.3
 RJ1167;UTM  16      - 5,150,497.824   644,228.195   MT  0.99985570   +1 21 48.0
 RJ1167
 RJ1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1167!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986984
 RJ1167!UTM  16      -   0.99996047  x   0.99985570  =   0.99981617
 RJ1167
 RJ1167:                Primary Azimuth Mark                     Grid Az
 RJ1167:SPC MI N     -  CULHANE                                  312 11 36.1
 RJ1167:UTM  16      -  CULHANE                                  312 11 18.4
 RJ1167
 RJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4422850497(NAD 83)
 RJ1167
 RJ1167|---------------------------------------------------------------------|
 RJ1167| PID    Reference Object                     Distance      Geod. Az  |
 RJ1167|                                                           dddmmss.s |
 RJ1167| RJ1169 ECKERMAN STATE                       10.654 METERS 26537     |
 RJ1167| RJ1168 ECKERMAN LOOKOUT TOWER               10.769 METERS 26552     |
 RJ1167| RJ1159 CULHANE                             APPROX. 8.1 KM 3133306.4 |
 RJ1167| CH1094 ECKER RM 1                           22.330 METERS 34457     |
 RJ1167|---------------------------------------------------------------------|
 RJ1167
 RJ1167                          SUPERSEDED SURVEY CONTROL
 RJ1167
 RJ1167  NAD 83(1986)-  46 29 33.37900(N)    085 07 14.15461(W) AD(       ) 2
 RJ1167  NAD 27      -  46 29 33.32033(N)    085 07 13.81759(W) AD(       ) 2
 RJ1167
 RJ1167.Superseded values are not recommended for survey control.
 RJ1167
 RJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1167.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1167
 RJ1167_MARKER: DS = TRIANGULATION STATION DISK
 RJ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1167_STAMPING: ECKER 1965
 RJ1167_MARK LOGO: CGS
 RJ1167_PROJECTION: FLUSH
 RJ1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1167+STABILITY: SURFACE MOTION
 RJ1167
 RJ1167  HISTORY     - Date     Condition        Report By
 RJ1167  HISTORY     - 1965     MONUMENTED       CGS
 RJ1167  HISTORY     - 1978     GOOD             NGS
 RJ1167
 RJ1167                          STATION DESCRIPTION
 RJ1167
 RJ1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1167'THE STATION IS LOCATED AT THE SITE OF THE ECKERMAN LOOKOUT TOWER,
 RJ1167'ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HULBERT, 9-1/2 MILES
 RJ1167'NORTH-NORTHWEST OF ECKERMAN, IN THE SOUTHEAST 1/4 OF SECTION 1, T.  47
 RJ1167'N., R. 7 W., AND ON PROPERTY OWNED BY THE 75 CLUB.
 RJ1167'
 RJ1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123 AT
 RJ1167'ECKERMAN CORNER (2 MILES SOUTH OF ECKERMAN), GO NORTH ON STATE HIGHWAY
 RJ1167'123 FOR 10.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST
 RJ1167'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO
 RJ1167'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, AT
 RJ1167'SIGN ECKERMAN TOWER RD.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR
 RJ1167'1.05 MILES TO A DIM Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 RJ1167'THE MAIN TRAVELED TRACK ROAD FOR 0.3 MILE TO THE SITE OF THE LOOKOUT
 RJ1167'TOWER AND THE STATION.
 RJ1167'
 RJ1167'STATION MARKS ARE STANDARD DISKS STAMPED ECKER 1965.  THE SURFACE DISK
 RJ1167'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RJ1167'THE GROUND.  IT IS 24.9 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE
 RJ1167'LOOKOUT TOWER, 27.3 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 RJ1167'TOWER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1167'48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1167'
 RJ1167'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ECKER NO 1 1965, IS SET
 RJ1167'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 62 FEET
 RJ1167'NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, AND 1.9 FEET
 RJ1167'SOUTHEAST OF A METAL WITNESS POST.
 RJ1167'
 RJ1167'ECKERMAN STATE A.M.S. (USE), A CORPS OF ENGINEERS WAR DEPARTMENT U.S.
 RJ1167'ARMY STATION MARK DISK STAMPED ECKERMAN STATE A.M.S. 1950, SET IN THE
 RJ1167'TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PRJECTS 4 INCHES.  IT IS
 RJ1167'0.46 FEET NORTHEAST OF THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RJ1167'
 RJ1167'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1167'TIME.
 RJ1167'
 RJ1167'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1167
 RJ1167                          STATION RECOVERY (1978)
 RJ1167
 RJ1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 RJ1167'STATION, REFERENCE AND ECKERMAN STATE AMS MARKS WERE RECOVERED AND
 RJ1167'FOUND IN GOOD CONDITION, AS DESCRIBED IN THE 1965 DESCRIPTION.
 RJ1167'
 RJ1167'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 123
 RJ1167'IN ECKERMAN CORNER (2 MILES SOUTH OF ECKERMAN), GO NORTH ON STATE
 RJ1167'HIGHWAY 123 FOR 10.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 RJ1167'NORTHWEST ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN
 RJ1167'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD
 RJ1167'ON THE RIGHT, AT SIGN ECHERMAN TOWER RD.  TURN RIGHT AND GO
 RJ1167'NORTH ON TRACK ROAD FOR 1.05 MILE TO A DIM Y-FORK.  TAKE THE LEFT
 RJ1167'FORK AND GO NORTHWEST ON THE MAIN TRAVELED TRACK ROAD FOR 0.3 MILE
 RJ1167'TO THE SITE OF LOOKOUT TOWER AND THE STATION.
 RJ1167'
 RJ1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 RJ1167'NORTH-NORTHWEST OF ECKERMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1172 ***********************************************************************
 RJ1172  DESIGNATION -  ECKERMAN
 RJ1172  PID         -  RJ1172
 RJ1172  STATE/COUNTY-  MI/CHIPPEWA
 RJ1172  COUNTRY     -  US
 RJ1172  USGS QUAD   -  ECKERMAN (2017)
 RJ1172
 RJ1172                         *CURRENT SURVEY CONTROL
 RJ1172  ______________________________________________________________________
 RJ1172* NAD 83(1994) POSITION- 46 20 26.87672(N) 085 01 04.71277(W)   ADJUSTED
 RJ1172* NAVD 88 ORTHO HEIGHT -   292.8   (meters)      961.    (feet) VERTCON3
 RJ1172  ______________________________________________________________________
 RJ1172  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 RJ1172  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 RJ1172  HORZ ORDER      -  FIRST
 RJ1172
 RJ1172.The horizontal coordinates were established by classical geodetic methods
 RJ1172.and adjusted by the National Geodetic Survey in February 1997.
 RJ1172
 RJ1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1172
 RJ1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1172.GEOID18 height accuracy estimate available here.
 RJ1172
 RJ1172.Click photographs - Photos may exist for this station.
 RJ1172
 RJ1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1172
 RJ1172. The following values were computed from the NAD 83(1994) position.
 RJ1172
 RJ1172;                    North         East     Units Scale Factor Converg.
 RJ1172;SPC MI N     -   175,010.486 8,152,558.141   MT  0.99990330   +1 25 57.3
 RJ1172;SPC MI N     -   574,181.38 26,747,238.00   iFT  0.99990330   +1 25 57.3
 RJ1172;UTM  16      - 5,133,822.717   652,526.375   MT  0.99988598   +1 26 03.1
 RJ1172
 RJ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1172!SPC MI N     -   0.99995966  x   0.99990330  =   0.99986297
 RJ1172!UTM  16      -   0.99995966  x   0.99988598  =   0.99984565
 RJ1172
 RJ1172:                Primary Azimuth Mark                     Grid Az
 RJ1172:SPC MI N     -  HULBERT RESET                            287 51 57.9
 RJ1172:UTM  16      -  HULBERT RESET                            287 51 52.1
 RJ1172
 RJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5252633822(NAD 83)
 RJ1172
 RJ1172|---------------------------------------------------------------------|
 RJ1172| PID    Reference Object                     Distance      Geod. Az  |
 RJ1172|                                                           dddmmss.s |
 RJ1172| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.18.3 KM 0830650.8 |
 RJ1172| RJ1170 ECKERMAN CORNER                       8.065 METERS 09102     |
 RJ1172| RJ1120 TROUT LAKE UP MICROWAVE             APPROX.17.9 KM 1615417.5 |
 RJ1172| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX. 4.1 KM 1690941.5 |
 RJ1172| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX.25.2 KM 2174626.4 |
 RJ1172| RJ1195 AIRPORT BCN LUCE CO APT             APPROX.34.0 KM 2642341.3 |
 RJ1172| RJ1175 HULBERT RESET                       APPROX.15.7 KM 2891755.2 |
 RJ1172| CH1095 ECKERMAN RM 1                        24.675 METERS 33759     |
 RJ1172|---------------------------------------------------------------------|
 RJ1172
 RJ1172                          SUPERSEDED SURVEY CONTROL
 RJ1172
 RJ1172  NAD 83(1986)-  46 20 26.86995(N)    085 01 04.71002(W) AD(       ) 1
 RJ1172  NAD 27      -  46 20 26.82318(N)    085 01 04.43216(W) AD(       ) 1
 RJ1172  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 RJ1172
 RJ1172.Superseded values are not recommended for survey control.
 RJ1172
 RJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1172.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1172
 RJ1172_MARKER: DS = TRIANGULATION STATION DISK
 RJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1172_STAMPING: ECKERMAN CORNER AMS 1950
 RJ1172_MARK LOGO: USACE
 RJ1172_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ1172_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1172+STABILITY: SURFACE MOTION
 RJ1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1172+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ1172
 RJ1172  HISTORY     - Date     Condition        Report By
 RJ1172  HISTORY     - 1921     MONUMENTED       USLS
 RJ1172  HISTORY     - 1949     GOOD             USLS
 RJ1172  HISTORY     - 1965     GOOD             CGS
 RJ1172  HISTORY     - 1975     GOOD             NGS
 RJ1172  HISTORY     - 20250528 GOOD             MIDT
 RJ1172
 RJ1172                          STATION DESCRIPTION
 RJ1172
 RJ1172'DESCRIBED BY US LAKE SURVEY 1921
 RJ1172'ABOUT 2 MILES SOUTHEAST OF RAILROAD STATION AT ECKERMAN, 90 FEET
 RJ1172'WEST-NORTHWEST OF HIGHEST PART OF KNOLL, AND NORTHEAST OF CENTER OF
 RJ1172'SEC. 35, T. 45 N., R. 6 W.  MARKED BY DOUBLE CONCRETE MONUMENT MARKED
 RJ1172'U.S.L.S. 1921.  UPPER MONUMENT IS FLUSH WITH SURFACE OF GROUND.
 RJ1172
 RJ1172                          STATION RECOVERY (1949)
 RJ1172
 RJ1172'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1172'STATION RECOVERED IN GOOD CONDITION.  STATION WAS COVERED WITH CHUNKS
 RJ1172'OF CONCRETE WHICH WERE REPLACED AFTER THE STATION WAS REFERENCED.
 RJ1172'STATION IS MARKED BY A 1-1/4 IN. IRON BOLT IN A 10-IN. CONCRETE POST
 RJ1172'INSCRIBED USLS 1921.
 RJ1172'
 RJ1172'STATION IS 18.34 FT. FROM THE NW LEG OF THE ECKERMAN CORNER LOOKOUT
 RJ1172'TOWER, 37.33 FT. FROM THE NE LEG, 38.40 FT. FROM THE SE LEG, AND 20.47
 RJ1172'FT. FROM THE SW LEG OF THE TOWER.
 RJ1172'
 RJ1172'REFERENCE MONUMENT IS A 6-IN. CONCRETE POST 42 IN. LONG WITH A BRONZE
 RJ1172'DISK ON TOP, BEARS N 21 DEG 53 MIN W, 80.84 FT. FROM THE STATION.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF M-28 AND M-123 RUNNING N TO
 RJ1172'ECKERMAN, GO E FOR 0.1 MI. ON M-28 TO A DIRT ROAD TO THE RIGHT (S)
 RJ1172'LEADING TO THE ECKERMAN CORNER LOOKOUT TOWER, THENCE 0.6 MI. TO THE
 RJ1172'TOWER AND THE STATION.
 RJ1172
 RJ1172                          STATION RECOVERY (1965)
 RJ1172
 RJ1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1172'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 RJ1172'CONDITION AT THIS TIME.  THE DISTANCE TO THE REFERENCE MARK WAS FOUND
 RJ1172'TO BE .04 OF A FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  DUE TO
 RJ1172'VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 RJ1172'
 RJ1172'ABOUT 2 MILE SOUTHEAST OF ECKERMAN, 1/2 MILE SOUTHEAST OF ECKERMAN
 RJ1172'CORNER, NORTHEAST OF THE CENTER OF SEC. 35, T-45-N, R-6-W, AND ON
 RJ1172'GOVERNMENT OWNED PROPERTY.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND M 28
 RJ1172'IN ECKERMAN CORNER, GO EAST ON HIGHWAY M 28 FOR 0.95 MILE TO A SIDE
 RJ1172'ROAD RIGHT AND A SIGN ECKERMAN CORNER TOWER.  TURN RIGHT AND GO
 RJ1172'SOUTHWEST ON THE GRADED ROAD FOR 0.45 MILE TO A ROAD FORK.  TAKE THE
 RJ1172'RIGHT FORK AND GO SOUTH AND EAST FOR 0.05 MILE TO THE STATION AND
 RJ1172'LOOKOUT TOWER ON THE LEFT.
 RJ1172'
 RJ1172'STATION MARK IS A LARGE STEEL BOLT SET IN THE TOP OF A ROUND CONCRETE
 RJ1172'MONUMENT, WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 RJ1172'20.4 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 18.3
 RJ1172'FEET SOUTHWEST OF THE NORTHWEST LEG OF THE TOWER, 40 FEET NORTH OF THE
 RJ1172'CENTERLINE OF THE ROAD AND 5 FEET NORTHEAST OF A METAL WITNESS POST.
 RJ1172'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 RJ1172'
 RJ1172'REFERENCE MARK 1 IS A STANDARD U.S. CORPS OF ENGINEERS REFERENCE MARK
 RJ1172'DISK, STAMPED 80.84 ECKERMAN 1921, SET IN THE TOP OF A ROUND CONCRETE
 RJ1172'MONUMENT, WHICH PROJECTS 4 INCHES.  THE MONUMENT IS 6 INCHES IN
 RJ1172'DIAMETER.  IT IS 2 FEET SOUTHWEST OF A 5 INCH MAPLE TREE AND 1 FOOT
 RJ1172'SOUTH OF A METAL WITNESS POST.
 RJ1172'
 RJ1172'ECKERMAN CORNER IS A STANDARD U.S. CORPS OF ENGINEERS MARK, STAMPED
 RJ1172'AMS 1950 ACKERMAN CORNER, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 RJ1172'MONUMENT, WHICH PROJECTS 2 INCHES AND IS SET NEAR THE CENTER OF THE
 RJ1172'LOOKOUT TOWER.
 RJ1172'
 RJ1172'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RJ1172
 RJ1172                          STATION RECOVERY (1975)
 RJ1172
 RJ1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 RJ1172'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND ECKERMAN CORNER AMS USE
 RJ1172'1965 DUE TO TREES ON LINE.
 RJ1172'
 RJ1172'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RJ1172'
 RJ1172'STATION MARK, REFERENCE MARK 1, AND ECKERMAN CORNER AMS USE 1965 WERE
 RJ1172'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS CHECKED FAVORABLY.  THE
 RJ1172'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.15 FOOT LONGER.  THE
 RJ1172'DISTANCE TO ECKERMAN CORNER AMS USE 1965 CHECKED FAVORABLY.  THE
 RJ1172'LOOKOUT TOWER HAS BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RJ1172'
 RJ1172'STATION IS ABOUT 2 MILES SOUTHEAST OF ECKERMAN, 1/2 MILE SOUTHEAST OF
 RJ1172'THE JUNCTION OF STATE HIGHWAYS 28 AND 123, AND IN THE NE 1/4 SEC 35,
 RJ1172'T45N, R6W ON PROPERTY OF THE U. S. FOREST SERVICE.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123 AT
 RJ1172'ECKERMAN CORNER GO EAST ON STATE HIGHWAY 28 FOR 0.95 MILE TO FOREST
 RJ1172'ROAD 3143 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON FOREST ROAD
 RJ1172'3143 FOR 0.35 MILE TO A FORK.  CONTINUE AHEAD, RIGHT FORK, ON NOW A
 RJ1172'DIM TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1
 RJ1172'MILE TO THE STATION ON THE RIGHT.
 RJ1172'
 RJ1172'STATION MARK IS A LARGE STEEL BOLT SET IN THE TOP OF A ROUND CONCRETE
 RJ1172'MONUMENT THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 20.5
 RJ1172'FEET NORTHWEST OF A CONCRETE BASE OF OLD LOOKOUT TOWER LEG AND 5.3
 RJ1172'FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.  THE
 RJ1172'CONCRETE MONUMENT HAS U S L S 1921 INSCRIBED IN IT.
 RJ1172'
 RJ1172'REFERENCE MARK 1 IS A STANDARD U.S. CORPS OF ENGINEERS REFERENCE MARK
 RJ1172'DISK STAMPED ECKERMAN 1921 80.84, SET IN THE TOP OF A 6-INCH ROUND
 RJ1172'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 1.5 FEET SOUTH OF A
 RJ1172'METAL WITNESS POST WITH A SIGN ATTACHED.
 RJ1172'
 RJ1172'ECKERMAN CORNER AMS USE 1965 IS A STANDARD U.S. CORPS OF ENGINEERS
 RJ1172'STATION MARK DISK STAMPED ECKERMAN CORNER AMS 1950, SET IN THE TOP OF
 RJ1172'A 5-INCH BY 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 RJ1172'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF A METAL
 RJ1172'WITNESS POST WITH A SIGN ATTACHED AND 14 FEET NORTHEAST OF A CONCRETE
 RJ1172'BASE OF OLD LOOKOUT TOWER LEG.
 RJ1172'
 RJ1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST OF
 RJ1172'ECKERMAN.
 RJ1172'
 RJ1172'HEIGHT OF LIGHT ABOVE STATION MARK 86.8 FEET.
 RJ1172
 RJ1172                          STATION RECOVERY (2025)
 RJ1172
 RJ1172'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ1172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1170 ***********************************************************************
 RJ1170  DESIGNATION -  ECKERMAN CORNER
 RJ1170  PID         -  RJ1170
 RJ1170  STATE/COUNTY-  MI/CHIPPEWA
 RJ1170  COUNTRY     -  US
 RJ1170  USGS QUAD   -  ECKERMAN (2017)
 RJ1170
 RJ1170                         *CURRENT SURVEY CONTROL
 RJ1170  ______________________________________________________________________
 RJ1170* NAD 83(1994) POSITION- 46 20 26.87201(N) 085 01 04.33570(W)   ADJUSTED
 RJ1170* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 RJ1170  ______________________________________________________________________
 RJ1170  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 RJ1170  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 RJ1170  HORZ ORDER      -  SECOND
 RJ1170
 RJ1170.The horizontal coordinates were established by classical geodetic methods
 RJ1170.and adjusted by the National Geodetic Survey in February 1997.
 RJ1170
 RJ1170.The orthometric height was scaled from a topographic map.
 RJ1170
 RJ1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1170.GEOID18 height accuracy estimate available here.
 RJ1170
 RJ1170.Click photographs - Photos may exist for this station.
 RJ1170
 RJ1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1170
 RJ1170. The following values were computed from the NAD 83(1994) position.
 RJ1170
 RJ1170;                    North         East     Units Scale Factor Converg.
 RJ1170;SPC MI N     -   175,010.542 8,152,566.205   MT  0.99990330   +1 25 57.6
 RJ1170;SPC MI N     -   574,181.57 26,747,264.45   iFT  0.99990330   +1 25 57.6
 RJ1170;UTM  16      - 5,133,822.773   652,534.439   MT  0.99988601   +1 26 03.4
 RJ1170
 RJ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1170!SPC MI N     -   0.99995963  x   0.99990330  =   0.99986294
 RJ1170!UTM  16      -   0.99995963  x   0.99988601  =   0.99984565
 RJ1170
 RJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5253433822(NAD 83)
 RJ1170
 RJ1170                          SUPERSEDED SURVEY CONTROL
 RJ1170
 RJ1170  NAD 83(1986)-  46 20 26.86524(N)    085 01 04.33295(W) AD(       ) 2
 RJ1170  NAD 27      -  46 20 26.81846(N)    085 01 04.05505(W) AD(       ) 2
 RJ1170
 RJ1170.Superseded values are not recommended for survey control.
 RJ1170
 RJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1170.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1170
 RJ1170_MARKER: DD = SURVEY DISK
 RJ1170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ1170_STAMPING: AMS 1950 ECKERMAN CORNER
 RJ1170_MARK LOGO: USACE
 RJ1170_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1170
 RJ1170  HISTORY     - Date     Condition        Report By
 RJ1170  HISTORY     - 1965     MONUMENTED       USACE
 RJ1170  HISTORY     - 1975     GOOD             NGS
 RJ1170
 RJ1170                          STATION DESCRIPTION
 RJ1170
 RJ1170'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1965 (LMC)
 RJ1170'STATION IS ABOUT 2 MILES SOUTHEAST OF ECKERMAN, 1/2 MILE SOUTHEAST OF
 RJ1170'ECKERMAN CORNER, AND ON PROPERTY OWNED BY THE GOVERNMENT.
 RJ1170'
 RJ1170'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND M 28 IN ECKERMAN
 RJ1170'CORNER, GO EAST ON HIGHWAY M 28 FOR 0.95 MILE TO A SIDE ROAD AND A
 RJ1170'SIGN ECKERMAN CORNER TOWER ON THE RIGHT.  TURN RIGHT ON THE GRADED
 RJ1170'ROAD AND GO SOUTHWEST FOR 0.45 MILE TO A ROAD FORK.  TAKE THE RIGHT
 RJ1170'FORK AND GO SOUTH AND EAST FOR 0.05 MILE TO A LOOKOUT TOWER AND THE
 RJ1170'MARK ON THE LEFT.
 RJ1170'
 RJ1170'IT IS A STANDARD U.S. CORPS OF ENGINEERS MARK STAMPED AMS 1950
 RJ1170'ECKERMAN CORNER, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 RJ1170'WHICH PROJECTS 2 INCHES.  THE MARK IS SET NEAR THE CENTER OF THE BASE
 RJ1170'OF THE TOWER.
 RJ1170'
 RJ1170'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ECKERMAN
 RJ1170'(USLS) 1921 AND THE DISTANCE IS 26.46 FEET, 8.0660 METERS.
 RJ1170
 RJ1170                          STATION RECOVERY (1975)
 RJ1170
 RJ1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1170'THE STATION WAS RECOVERED AS DESCRIBED IN 1965, HOWEVER, THE
 RJ1170'ECKERMAN CORNER LOOKOUT TOWER HAS BEEN DISMANTLED.
 RJ1170'
 RJ1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RJ1170'SOUTHEAST OF ECKERMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1173 ***********************************************************************
 RJ1173  DESIGNATION -  ECKERMAN CORNER RADIO KAK 703
 RJ1173  PID         -  RJ1173
 RJ1173  STATE/COUNTY-  MI/CHIPPEWA
 RJ1173  COUNTRY     -  US
 RJ1173  USGS QUAD   -  ECKERMAN (2017)
 RJ1173
 RJ1173                         *CURRENT SURVEY CONTROL
 RJ1173  ______________________________________________________________________
 RJ1173* NAD 83(1994) POSITION- 46 18 16.53035(N) 085 00 28.70447(W)   ADJUSTED
 RJ1173  ______________________________________________________________________
 RJ1173  GEOID HEIGHT    -        -35.436 (meters)                     GEOID18
 RJ1173  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 RJ1173  HORZ ORDER      -  THIRD
 RJ1173
 RJ1173.The horizontal coordinates were established by classical geodetic methods
 RJ1173.and adjusted by the National Geodetic Survey in February 1997.
 RJ1173
 RJ1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1173.GEOID18 height accuracy estimate available here.
 RJ1173
 RJ1173.Click photographs - Photos may exist for this station.
 RJ1173
 RJ1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1173
 RJ1173. The following values were computed from the NAD 83(1994) position.
 RJ1173
 RJ1173;                    North         East     Units Scale Factor Converg.
 RJ1173;SPC MI N     -   171,006.725 8,153,428.984   MT  0.99990289   +1 26 23.3
 RJ1173;SPC MI N     -   561,045.69 26,750,095.09   iFT  0.99990289   +1 26 23.3
 RJ1173;UTM  16      - 5,129,819.035   653,397.287   MT  0.99988926   +1 26 26.0
 RJ1173
 RJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5339729819(NAD 83)
 RJ1173
 RJ1173                          SUPERSEDED SURVEY CONTROL
 RJ1173
 RJ1173  NAD 83(1986)-  46 18 16.52370(N)    085 00 28.70157(W) AD(       ) 3
 RJ1173  NAD 27      -  46 18 16.47684(N)    085 00 28.43167(W) AD(       ) 3
 RJ1173
 RJ1173.Superseded values are not recommended for survey control.
 RJ1173
 RJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1173.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1173
 RJ1173_MARKER: 42 = RADIO/TV MAST
 RJ1173
 RJ1173  HISTORY     - Date     Condition        Report By
 RJ1173  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1173  HISTORY     - 1975     GOOD             NGS
 RJ1173
 RJ1173                          STATION DESCRIPTION
 RJ1173
 RJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1173'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.
 RJ1173'IT IS A 3 LEGGED
 RJ1173'GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 RJ1173'OF INTERNATIONAL RED AND WHITE.
 RJ1173'THE OVERALL HEIGHT OF THE STRUCTURE IS
 RJ1173'250 FEET.
 RJ1173'
 RJ1173'LOCATED 3.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 28 AND
 RJ1173'123 IN ECKERMAN
 RJ1173'CORNER, ALONG THE EAST SIDE OF STATE HIGHWAY 123.  IT IS
 RJ1173'OWNED AND OPERATED BY THE U.S.
 RJ1173'BORDER PATROL.
 RJ1173
 RJ1173                          STATION RECOVERY (1975)
 RJ1173
 RJ1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1173'THE STATION WAS RECOVERED AS DESCRIBED IN 1965.
 RJ1173'
 RJ1173'THIS STATION WAS PREVIOUSLY LISTED AS ECKERMAN CORNER RADIO
 RJ1173'STATION KAK 703 MAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1168 ***********************************************************************
 RJ1168  DESIGNATION -  ECKERMAN LOOKOUT TOWER
 RJ1168  PID         -  RJ1168
 RJ1168  STATE/COUNTY-  MI/CHIPPEWA
 RJ1168  COUNTRY     -  US
 RJ1168  USGS QUAD   -  PIATT LAKE (2017)
 RJ1168
 RJ1168                         *CURRENT SURVEY CONTROL
 RJ1168  ______________________________________________________________________
 RJ1168* NAD 83(1994) POSITION- 46 29 33.36025(N) 085 07 14.66123(W)   ADJUSTED
 RJ1168* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 RJ1168  ______________________________________________________________________
 RJ1168  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 RJ1168  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 RJ1168  HORZ ORDER      -  THIRD
 RJ1168
 RJ1168.The horizontal coordinates were established by classical geodetic methods
 RJ1168.and adjusted by the National Geodetic Survey in February 1997.
 RJ1168
 RJ1168.The orthometric height was scaled from a topographic map.
 RJ1168
 RJ1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1168.GEOID18 height accuracy estimate available here.
 RJ1168
 RJ1168.Click photographs - Photos may exist for this station.
 RJ1168
 RJ1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1168
 RJ1168. The following values were computed from the NAD 83(1994) position.
 RJ1168
 RJ1168;                    North         East     Units Scale Factor Converg.
 RJ1168;SPC MI N     -   191,685.624 8,144,249.910   MT  0.99990937   +1 21 29.9
 RJ1168;SPC MI N     -   628,889.84 26,719,980.02   iFT  0.99990937   +1 21 29.9
 RJ1168;UTM  16      - 5,150,496.792   644,217.477   MT  0.99985566   +1 21 47.6
 RJ1168
 RJ1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1168!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986984
 RJ1168!UTM  16      -   0.99996047  x   0.99985566  =   0.99981613
 RJ1168
 RJ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4421750496(NAD 83)
 RJ1168
 RJ1168                          SUPERSEDED SURVEY CONTROL
 RJ1168
 RJ1168  NAD 83(1986)-  46 29 33.35383(N)    085 07 14.65827(W) AD(       ) 3
 RJ1168  NAD 27      -  46 29 33.29517(N)    085 07 14.32123(W) AD(       ) 3
 RJ1168
 RJ1168.Superseded values are not recommended for survey control.
 RJ1168
 RJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1168.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1168
 RJ1168_MARKER: 57 = LOOKOUT TOWER
 RJ1168
 RJ1168  HISTORY     - Date     Condition        Report By
 RJ1168  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1168
 RJ1168                          STATION DESCRIPTION
 RJ1168
 RJ1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1168'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ABOUT
 RJ1168'9-1/2 MILES NORTH-NORTHEAST OF HULBERT, 9-1/2 MILES NORTH-NORTHWEST OF
 RJ1168'ECKERMAN, IN THE SOUTHEAST 1/4 OF SECTION 1, T. 47 N., R. 7 W., AND ON
 RJ1168'PROPERTY OWNED BY THE 75 CLUB.
 RJ1168'
 RJ1168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123 AT
 RJ1168'ECKERMAN CORNERS (2 MILES SOUTH OF ECKERMAN), GO NORTH ON HIGHWAY 123
 RJ1168'FOR 10.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A
 RJ1168'GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 RJ1168'A GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, AT A SIGN
 RJ1168'ECKERMAN TOWER RD.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 1.05
 RJ1168'MILES TO A DIM Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON THE
 RJ1168'MAIN TRAVELED TRACK ROAD FOR 0.3 MILE TO THE TOP OF A SMALL HILL AND
 RJ1168'THE STATION.
 RJ1168'
 RJ1168'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ECKER 1965,
 RJ1168'THE DISTANCE BEING 35.33 FEET, OR 10.769 METERS.
 RJ1168'
 RJ1168'NOTE-THE OVERALL HEIGHT OF THE TOWER IS APPROXIMATELY 100 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1169 ***********************************************************************
 RJ1169  DESIGNATION -  ECKERMAN STATE
 RJ1169  PID         -  RJ1169
 RJ1169  STATE/COUNTY-  MI/CHIPPEWA
 RJ1169  COUNTRY     -  US
 RJ1169  USGS QUAD   -  PIATT LAKE (2017)
 RJ1169
 RJ1169                         *CURRENT SURVEY CONTROL
 RJ1169  ______________________________________________________________________
 RJ1169* NAD 83(1994) POSITION- 46 29 33.35907(N) 085 07 14.65570(W)   ADJUSTED
 RJ1169* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 RJ1169  ______________________________________________________________________
 RJ1169  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 RJ1169  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 RJ1169  HORZ ORDER      -  SECOND
 RJ1169
 RJ1169.The horizontal coordinates were established by classical geodetic methods
 RJ1169.and adjusted by the National Geodetic Survey in February 1997.
 RJ1169
 RJ1169.The orthometric height was scaled from a topographic map.
 RJ1169
 RJ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1169.GEOID18 height accuracy estimate available here.
 RJ1169
 RJ1169.Click photographs - Photos may exist for this station.
 RJ1169
 RJ1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1169
 RJ1169. The following values were computed from the NAD 83(1994) position.
 RJ1169
 RJ1169;                    North         East     Units Scale Factor Converg.
 RJ1169;SPC MI N     -   191,685.590 8,144,250.029   MT  0.99990937   +1 21 29.9
 RJ1169;SPC MI N     -   628,889.73 26,719,980.41   iFT  0.99990937   +1 21 29.9
 RJ1169;UTM  16      - 5,150,496.758   644,217.596   MT  0.99985566   +1 21 47.6
 RJ1169
 RJ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1169!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986984
 RJ1169!UTM  16      -   0.99996047  x   0.99985566  =   0.99981613
 RJ1169
 RJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4421750496(NAD 83)
 RJ1169
 RJ1169                          SUPERSEDED SURVEY CONTROL
 RJ1169
 RJ1169  NAD 83(1986)-  46 29 33.35265(N)    085 07 14.65273(W) AD(       ) 2
 RJ1169  NAD 27      -  46 29 33.29399(N)    085 07 14.31570(W) AD(       ) 2
 RJ1169
 RJ1169.Superseded values are not recommended for survey control.
 RJ1169
 RJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1169.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1169
 RJ1169_MARKER: DD = SURVEY DISK
 RJ1169_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ1169_STAMPING: ECKERMAN STATE A.M.S. 1950
 RJ1169_MARK LOGO: USACE
 RJ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1169
 RJ1169  HISTORY     - Date     Condition        Report By
 RJ1169  HISTORY     - 1965     MONUMENTED       USACE
 RJ1169
 RJ1169                          STATION DESCRIPTION
 RJ1169
 RJ1169'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1965 (LMC)
 RJ1169'THE STATION IS LOCATED NEAR THE CENTER OF THE BASE OF THE ECKERMAN
 RJ1169'LOOKOUT TOWER, ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HULBERT, 9-1/2
 RJ1169'MILES NORTH-NORTHWEST OF ECKERMAN, IN THE SOUTHEAST 1/4 SECTION 1, T.
 RJ1169'47 N., R. 7W., AND ON PROPERTY OWNED BY THE 75 CLUB.  IT IS A CORPS OF
 RJ1169'ENGINEERS WAR DEPARTMENT U.S. ARMY STATION MARK DISK STAMPED ECKERMAN
 RJ1169'STATE A.M.S. 1950, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 RJ1169'WHICH PROJECTS 4 INCHES.  IT IS 0.46 FEET NORTHEAST OF THE CENTER OF
 RJ1169'THE BASE OF THE LOOKOUT TOWER.
 RJ1169'
 RJ1169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123 AT
 RJ1169'ECKERMAN CORNER (2 MILES SOUTH OF ECKERMAN), GO NORTH ON STATE HIGHWAY
 RJ1169'123 FOR 10.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST
 RJ1169'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO
 RJ1169'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, AT
 RJ1169'SIGN ECKERMAN TOWER RD. TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR
 RJ1169'1.05 MILE TO A DIM Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON THE
 RJ1169'MAIN TRAVELED TRACK ROAD FOR 0.3 MILE TO THE SITE OF THE LOOKOUT TOWER
 RJ1169'AND THE STATION.
 RJ1169'
 RJ1169'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ECKER 1965,
 RJ1169'THE DISTANCE BEING 34.95 FEET AND 10.6541 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5453 ***********************************************************************
 AH5453  DESIGNATION -  ED
 AH5453  PID         -  AH5453
 AH5453  STATE/COUNTY-  MI/CHIPPEWA
 AH5453  COUNTRY     -  US
 AH5453  USGS QUAD   -  LIME ISLAND (2017)
 AH5453
 AH5453                         *CURRENT SURVEY CONTROL
 AH5453  ______________________________________________________________________
 AH5453* NAD 83(1994) POSITION- 46 05 56.15528(N) 083 58 43.14249(W)   ADJUSTED
 AH5453* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5453  ______________________________________________________________________
 AH5453  GEOID HEIGHT    -        -36.690 (meters)                     GEOID18
 AH5453  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 AH5453  HORZ ORDER      -  THIRD
 AH5453
 AH5453.The horizontal coordinates were established by classical geodetic methods
 AH5453.and adjusted by the National Geodetic Survey in November 1998.
 AH5453
 AH5453.The orthometric height was scaled from a topographic map.
 AH5453
 AH5453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5453.GEOID18 height accuracy estimate available here.
 AH5453
 AH5453.Click photographs - Photos may exist for this station.
 AH5453
 AH5453.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5453
 AH5453. The following values were computed from the NAD 83(1994) position.
 AH5453
 AH5453;                    North         East     Units Scale Factor Converg.
 AH5453;SPC MI N     -   150,672.173 8,233,548.185   MT  0.99990810   +2 11 01.7
 AH5453;SPC MI N     -   494,331.28 27,012,953.36   iFT  0.99990810   +2 11 01.7
 AH5453;UTM  17      - 5,109,353.574   269,771.454   MT  1.00025165   -2 08 49.8
 AH5453;UTM  16      - 5,109,478.195   733,528.732   MT  1.00027046   +2 10 40.7
 AH5453
 AH5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5453!SPC MI N     -   0.99997787  x   0.99990810  =   0.99988598
 AH5453!UTM  17      -   0.99997787  x   1.00025165  =   1.00022952
 AH5453!UTM  16      -   0.99997787  x   1.00027046  =   1.00024833
 AH5453
 AH5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6977109353(NAD 83)
 AH5453
 AH5453                          SUPERSEDED SURVEY CONTROL
 AH5453
 AH5453.No superseded survey control is available for this station.
 AH5453
 AH5453_MARKER: DD = SURVEY DISK
 AH5453_SETTING: 80 = SET IN A BOULDER
 AH5453_STAMPING: ED 1988
 AH5453_MARK LOGO: NOS
 AH5453_PROJECTION: FLUSH
 AH5453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5453+STABILITY: SURFACE MOTION
 AH5453
 AH5453  HISTORY     - Date     Condition        Report By
 AH5453  HISTORY     - 1988     MONUMENTED       NOS
 AH5453
 AH5453                          STATION DESCRIPTION
 AH5453
 AH5453'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5453'THE STATION IS LOCATED ON EDWARD ISLAND ON THE ST MARYS RIVER
 AH5453'NORTHEAST OF LIME ISLAND AND WEST OF ST JOSEPH ISLAND IN U S
 AH5453'TERRITORIAL WATERS.
 AH5453'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14882.
 AH5453'THE STATION IS A STANDARD NOS DISK STAMPED---ED 1988---,SET INTO A
 AH5453'DRILL HOLE IN A LARGE ROCK.  IT IS LOCATED 4.95 METERS (16.24 FEET)
 AH5453'SOUTH FROM A SMALL TWIN-TRUNKED TREE, 2.70 METERS (8.86 FEET) NORTH
 AH5453'FROM THE SOUTH WATERLINE, AND 2.45 METERS (8.04 FEET) EAST FROM THE
 AH5453'WEST WATERS EDGE.
 AH5453'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5453'DESCRIBED BY B A LINK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0512 ***********************************************************************
 OK0512  DESIGNATION -  EDENVILLE LOOKOUT TOWER
 OK0512  PID         -  OK0512
 OK0512  STATE/COUNTY-  MI/MIDLAND
 OK0512  COUNTRY     -  US
 OK0512  USGS QUAD   -  EDENVILLE (2017)
 OK0512
 OK0512                         *CURRENT SURVEY CONTROL
 OK0512  ______________________________________________________________________
 OK0512* NAD 83(1994) POSITION- 43 48 00.46209(N) 084 22 59.05604(W)   ADJUSTED
 OK0512  ______________________________________________________________________
 OK0512  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 OK0512  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 OK0512  HORZ ORDER      -  THIRD
 OK0512
 OK0512.The horizontal coordinates were established by classical geodetic methods
 OK0512.and adjusted by the National Geodetic Survey in February 1997.
 OK0512
 OK0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0512.GEOID18 height accuracy estimate available here.
 OK0512
 OK0512.Click photographs - Photos may exist for this station.
 OK0512
 OK0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0512
 OK0512. The following values were computed from the NAD 83(1994) position.
 OK0512
 OK0512;                    North         East     Units Scale Factor Converg.
 OK0512;SPC MI S     -   255,507.413 3,998,679.806   MT  1.00003461   -0 00 40.2
 OK0512;SPC MI S     -   838,278.91 13,119,028.23   iFT  1.00003461   -0 00 40.2
 OK0512;UTM  16      - 4,853,002.644   710,516.171   MT  1.00014512   +1 48 43.0
 OK0512
 OK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1051653002(NAD 83)
 OK0512
 OK0512                          SUPERSEDED SURVEY CONTROL
 OK0512
 OK0512  NAD 83(1986)-  43 48 00.45743(N)    084 22 59.06877(W) AD(       ) 3
 OK0512  NAD 27      -  43 48 00.35907(N)    084 22 59.02651(W) AD(       ) 3
 OK0512
 OK0512.Superseded values are not recommended for survey control.
 OK0512
 OK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0512.See file dsdata.pdf to determine how the superseded data were derived.
 OK0512
 OK0512_MARKER: 57 = LOOKOUT TOWER
 OK0512
 OK0512  HISTORY     - Date     Condition        Report By
 OK0512  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0512
 OK0512                          STATION DESCRIPTION
 OK0512
 OK0512'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0601 ***********************************************************************
 OK0601  DESIGNATION -  EDMORE
 OK0601  PID         -  OK0601
 OK0601  STATE/COUNTY-  MI/MONTCALM
 OK0601  COUNTRY     -  US
 OK0601  USGS QUAD   -  EDMORE (2017)
 OK0601
 OK0601                         *CURRENT SURVEY CONTROL
 OK0601  ______________________________________________________________________
 OK0601* NAD 83(2011) POSITION- 43 26 15.74675(N) 085 02 35.80391(W)   NO CHECK
 OK0601* NAD 83(2011) ELLIP HT-   277.122 (meters)        (06/27/12)   NO CHECK
 OK0601* NAD 83(2011) EPOCH   -  2010.00
 OK0601* NAVD 88 ORTHO HEIGHT -   309.763 (meters)     1016.28  (feet) ADJUSTED
 OK0601  ______________________________________________________________________
 OK0601  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 OK0601  NAD 83(2011) X  -    400,812.056 (meters)                     COMP
 OK0601  NAD 83(2011) Y  - -4,621,506.638 (meters)                     COMP
 OK0601  NAD 83(2011) Z  -  4,363,129.529 (meters)                     COMP
 OK0601  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 OK0601  DYNAMIC HEIGHT  -        309.707 (meters)     1016.10  (feet) COMP
 OK0601  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 OK0601
 OK0601  VERT ORDER      -  FIRST     CLASS II
 OK0601
 OK0601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0601  Standards:
 OK0601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0601  -------------------------------------------------------------------
 OK0601  NETWORK    6.45   4.49           3.06   1.96   2.29      0.02704497
 OK0601  -------------------------------------------------------------------
 OK0601  Click here for local accuracies and other accuracy information.
 OK0601
 OK0601.The horizontal coordinates were established by GPS observations
 OK0601.and adjusted by the National Geodetic Survey in June 2012.
 OK0601
 OK0601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0601.been affixed to the stable North American tectonic plate. See 
 OK0601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0601
 OK0601.The horizontal coordinates are valid at the epoch date displayed above
 OK0601.which is a decimal equivalence of Year/Month/Day.
 OK0601
 OK0601.No horizontal observational check was made to the station.
 OK0601
 OK0601.The orthometric height was determined by differential leveling and
 OK0601.adjusted by the NATIONAL GEODETIC SURVEY
 OK0601.in January 2002.
 OK0601
 OK0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0601.GEOID18 height accuracy estimate available here.
 OK0601
 OK0601.Click photographs - Photos may exist for this station.
 OK0601
 OK0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0601
 OK0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0601
 OK0601.The ellipsoidal height was determined by GPS observations
 OK0601.and is referenced to NAD 83.
 OK0601
 OK0601.The dynamic height is computed by dividing the NAVD 88
 OK0601.geopotential number by the normal gravity value computed on the
 OK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0601.degrees latitude (g = 980.6199 gals.).
 OK0601
 OK0601.The modeled gravity was interpolated from observed gravity values.
 OK0601
 OK0601. The following values were computed from the NAD 83(2011) position.
 OK0601
 OK0601;                    North         East     Units Scale Factor Converg.
 OK0601;SPC MI S     -   215,461.056 3,945,224.770   MT  0.99995338   -0 27 37.6
 OK0601;SPC MI S     -   706,893.23 12,943,650.82   iFT  0.99995338   -0 27 37.6
 OK0601;UTM  16      - 4,811,282.874   658,354.072   MT  0.99990846   +1 20 44.3
 OK0601
 OK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0601!SPC MI S     -   0.99995654  x   0.99995338  =   0.99990993
 OK0601!UTM  16      -   0.99995654  x   0.99990846  =   0.99986501
 OK0601
 OK0601:                Primary Azimuth Mark                     Grid Az
 OK0601:SPC MI S     -  EDMORE AZ MK                             356 42 13.2
 OK0601:UTM  16      -  EDMORE AZ MK                             354 53 51.3
 OK0601
 OK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5835411282(NAD 83)
 OK0601
 OK0601|---------------------------------------------------------------------|
 OK0601| PID    Reference Object                     Distance      Geod. Az  |
 OK0601|                                                           dddmmss.s |
 OK0601| CH0188 EDMORE RM 1                          27.375 METERS 06426     |
 OK0601| OK0600 EDMORE HART CANNING TALL STK        APPROX. 3.6 KM 1722713.2 |
 OK0601| OK0599 EDMORE DANISH LUTH CH SPIRE         APPROX. 3.2 KM 1754059.7 |
 OK0601| AH7853 EDMORE RM 2                          27.865 METERS 30527     |
 OK0601| CH0187 EDMORE AZ MK                                       3561435.6 |
 OK0601|---------------------------------------------------------------------|
 OK0601
 OK0601                          SUPERSEDED SURVEY CONTROL
 OK0601
 OK0601  NAD 83(2007)-  43 26 15.74667(N)    085 02 35.80478(W) AD(2002.00) 1
 OK0601  ELLIP H (08/06/08)  277.139  (m)                       GP(2002.00) 5 1
 OK0601  NAD 83(1994)-  43 26 15.74647(N)    085 02 35.80666(W) AD(       ) 1
 OK0601  NAD 83(1986)-  43 26 15.74350(N)    085 02 35.81885(W) AD(       ) 1
 OK0601  NAD 27      -  43 26 15.63000(N)    085 02 35.73900(W) AD(       ) 1
 OK0601  NAVD 88             309.76   (m)         1016.3    (f) LEVELING    3  
 OK0601
 OK0601.Superseded values are not recommended for survey control.
 OK0601
 OK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0601.See file dsdata.pdf to determine how the superseded data were derived.
 OK0601
 OK0601_MARKER: DS = TRIANGULATION STATION DISK
 OK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0601_STAMPING: EDMORE 1932
 OK0601_MARK LOGO: CGS
 OK0601_PROJECTION: FLUSH
 OK0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0601+STABILITY: SURFACE MOTION
 OK0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0601+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 OK0601
 OK0601  HISTORY     - Date     Condition        Report By
 OK0601  HISTORY     - 1932     MONUMENTED       CGS
 OK0601  HISTORY     - 1963     GOOD             USGS
 OK0601  HISTORY     - 1969     GOOD             CGS
 OK0601  HISTORY     - 1980     GOOD             MIDH
 OK0601  HISTORY     - 19921112 GOOD             NGS
 OK0601  HISTORY     - 19940622 GOOD             USPSQD
 OK0601  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 OK0601  HISTORY     - 20011205 GOOD             NGS
 OK0601  HISTORY     - 20080301 GOOD             WOOLPT
 OK0601
 OK0601                          STATION DESCRIPTION
 OK0601
 OK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0601'ABOUT 2 MILES NORTH OF EDMORE, 100 YARDS NORTHEAST OF SOUTHWEST CORNER
 OK0601'OF SEC. 8, T. 12 N., R. 6 W., ON LAND OWNED BY J. T. FAUGHT, ON SANDY
 OK0601'MOUND DIRECTLY EAST OF FILL WITH WHITEBOARD GUARD FENCE ON EACH SIDE
 OK0601'OF COUNTY ROUTE 571, 18 FEET NORTH OF NORTH EDGE OF SHALLOW SAND PIT,
 OK0601'100 YARDS SOUTHWEST OF STONE HOUSE, AND 91.8 FEET NORTHEAST OF 6-INCH
 OK0601'BLAZED WILD-CHERRY TREE.
 OK0601'
 OK0601'TO REACH FROM EDMORE, GO NORTH 2.1 MILES ON COUNTY ROUTE 571 TO SANDY
 OK0601'DRIVE TO FAUGHTS HOUSE AT NORTH END OF FILL AND WHITE GUARD FENCE ON
 OK0601'EACH SIDE OF ROAD, PROCEED EAST ABOUT 100 YARDS TO FAUGHTS HOUSE, PASS
 OK0601'AROUND REAR OF HOUSE BEARING RIGHT TO BARS LEADING TO GRAVEL PIT, PASS
 OK0601'THROUGH BARS, AND GO SOUTHWEST ABOUT 80 YARDS TO TOP OF MOUND AND
 OK0601'STATION SITE.
 OK0601'
 OK0601'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0601'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 OK0601'MARKS AND AZIMUTH MARK ARE STANDARD REFERENCE MARKS IN CONCRETE, NOTE
 OK0601'11A, PROJECTING 6 INCHES.
 OK0601'
 OK0601'NO. 1 IS 18.5 FEET SOUTHWEST OF 8-INCH MAPLE TREE, 117 FEET SOUTH OF
 OK0601'WIRE FENCE, AND 91.00 FEET (SLOPE) FROM STATION IN AZIMUTH 244 DEG 26
 OK0601'MIN.
 OK0601'
 OK0601'NO. 2 IS 102 FEET SOUTH OF WIRE FENCE, 107 FEET NORTH OF
 OK0601'ABOVE-MENTIONED BLAZED WILD-CHERRY TREE, AND 91.45 FEET FROM STATION
 OK0601'IN AZIMUTH 125 DEG 27 MIN.
 OK0601'
 OK0601'AZIMUTH MARK IS 10.1 METERS (33 FEET) WEST OF CENTER LINE OF COUNTY
 OK0601'ROUTE 571, 0.7 METER (2 FEET) EAST OF FENCE WEST OF ROAD, ABOUT 100
 OK0601'METERS (328 FEET) SOUTH OF EAST-AND-WEST ROAD, ON WEST BANK OF SHALLOW
 OK0601'CUT, AND APPROXIMATELY 0.8 MILE FROM STATION IN AZIMUTH 176 DEG 14 MIN
 OK0601'35 SEC.  AZIMUTH FROM STATION TO EDMORE DANISH LUTHERAN CHURCH, TIP OF
 OK0601'WEATHER VANE, IS 355 DEG 41 MIN 00 SEC.
 OK0601
 OK0601                          STATION RECOVERY (1963)
 OK0601
 OK0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0601'THE STATION MARK AND REFERENCE MARKS WERE FOUND DISTURBED BUT IN
 OK0601'GOOD CONDITION.
 OK0601'
 OK0601'THE AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE GROUND IN DITCH.
 OK0601
 OK0601                          STATION RECOVERY (1969)
 OK0601
 OK0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0601'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0601'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 OK0601'NO SUITABLE LOCATION WAS FOUND FOR A NEW AZIMUTH MARK.  FOLLOWING IS A
 OK0601'NEW DESCRIPTION.
 OK0601'
 OK0601'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF EDMORE, 1-1/2 MILES
 OK0601'SOUTH OF WYMAN IN THE SW 1/4 OF SEC. 8, T. 12 N., R. 6 W. AND ON LAND
 OK0601'OWNED BY MR. LEROY BEARDSLEE.
 OK0601'
 OK0601'TO REACH THE STATION FROM THE POST OFFICE IN EDMORE GO WEST ON STATE
 OK0601'HIGHWAY 46 (MAIN STREET) FOR 0.15 MILE TO A CROSS ROAD.  TURN RIGHT
 OK0601'AND GO NORTH ON COUNTY ROAD 571 (N. 1ST STREET) FOR 2 MILES TO A SIDE
 OK0601'ROAD LEFT. CONTINUE AHEAD ON COUNTY ROAD 571 FOR 0.1 MILE TO A
 OK0601'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR
 OK0601'0.05 MILE.  TURN RIGHT AND GO SOUTH ACROSS A BRUSHY FIELD FOR ABOUT
 OK0601'150 FEET TO THE TOP OF THE SANDY KNOLL AND THE STATION.
 OK0601'
 OK0601'THE STATION MARK IS A STANDARD DISK STAMPED EDMORE 1932, SET IN THE
 OK0601'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 OK0601'ABOVE THE GROUND SURFACE.  NOTE-1A 7A
 OK0601'
 OK0601'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDMORE NO 1 1932, SET IN
 OK0601'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 OK0601'ABOVE THE GROUND SURFACE.  IT IS ABOUT 5 FEET LOWER THAN THE STATION
 OK0601'MARK.  NOTE-11A
 OK0601'
 OK0601'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EDMORE NO 2 1932, SET IN
 OK0601'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 OK0601'ABOVE THE GROUND SURFACE.  NOTE-11A
 OK0601'
 OK0601'NO MEASUREMENTS BETWEEN R. M.S DUE TO BRUSH ON LINE.
 OK0601
 OK0601                          STATION RECOVERY (1980)
 OK0601
 OK0601'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0601'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 OK0601'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS PROBABLY
 OK0601'DESTROYED DUE TO DITCH CONSTRUCTION.
 OK0601'
 OK0601'THE STATION IS RECORDED AS BEING LOCATED IN SECTION 8, BUT SHOULD BE
 OK0601'LISTED AS BEING IN SECTION 9.
 OK0601
 OK0601                          STATION RECOVERY (1992)
 OK0601
 OK0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0601'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OK0601'EDMORE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WYMAN ROAD, 75.7 M
 OK0601'(248.4 FT) EAST OF THE ROAD CENTER, 73.2 M (240.2 FT) SOUTHWEST OF THE
 OK0601'SOUTHWEST CORNER OF A STONE HOUSE, 27.8 M (91.2 FT) SOUTHEAST OF
 OK0601'REFERENCE MARK 2, 7.8 M (25.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M
 OK0601'(1.6 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 OK0601'(0.3 FT) ABOVE THE GROUND SURFACE.
 OK0601
 OK0601                          STATION RECOVERY (1994)
 OK0601
 OK0601'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0601'RECOVERED IN GOOD CONDITION.
 OK0601
 OK0601                          STATION RECOVERY (1997)
 OK0601
 OK0601'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0601'MARK NOT FOUND.
 OK0601
 OK0601                          STATION RECOVERY (2001)
 OK0601
 OK0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0601'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0601
 OK0601                          STATION RECOVERY (2008)
 OK0601
 OK0601'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (RAS)
 OK0601'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0599 ***********************************************************************
 OK0599  DESIGNATION -  EDMORE DANISH LUTH CH SPIRE
 OK0599  PID         -  OK0599
 OK0599  STATE/COUNTY-  MI/MONTCALM
 OK0599  COUNTRY     -  US
 OK0599  USGS QUAD   -  EDMORE (2017)
 OK0599
 OK0599                         *CURRENT SURVEY CONTROL
 OK0599  ______________________________________________________________________
 OK0599* NAD 83(1994) POSITION- 43 24 31.94163(N) 085 02 25.05903(W)   ADJUSTED
 OK0599  ______________________________________________________________________
 OK0599  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 OK0599  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 OK0599  HORZ ORDER      -  THIRD
 OK0599
 OK0599.The horizontal coordinates were established by classical geodetic methods
 OK0599.and adjusted by the National Geodetic Survey in February 1997.
 OK0599
 OK0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0599.GEOID18 height accuracy estimate available here.
 OK0599
 OK0599.Click photographs - Photos may exist for this station.
 OK0599
 OK0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0599
 OK0599. The following values were computed from the NAD 83(1994) position.
 OK0599
 OK0599;                    North         East     Units Scale Factor Converg.
 OK0599;SPC MI S     -   212,255.808 3,945,440.761   MT  0.99994864   -0 27 30.3
 OK0599;SPC MI S     -   696,377.32 12,944,359.45   iFT  0.99994864   -0 27 30.3
 OK0599;UTM  16      - 4,808,086.158   658,670.944   MT  0.99990970   +1 20 49.2
 OK0599
 OK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5867008086(NAD 83)
 OK0599
 OK0599                          SUPERSEDED SURVEY CONTROL
 OK0599
 OK0599  NAD 83(1986)-  43 24 31.93870(N)    085 02 25.07110(W) AD(       ) 3
 OK0599  NAD 27      -  43 24 31.82461(N)    085 02 24.99192(W) AD(       ) 3
 OK0599
 OK0599.Superseded values are not recommended for survey control.
 OK0599
 OK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0599.See file dsdata.pdf to determine how the superseded data were derived.
 OK0599
 OK0599_MARKER: 90 = CHURCH SPIRE
 OK0599
 OK0599  HISTORY     - Date     Condition        Report By
 OK0599  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0599  HISTORY     - 19940622 GOOD             USPSQD
 OK0599  HISTORY     - 19970315 GOOD             USPSQD
 OK0599
 OK0599                          STATION DESCRIPTION
 OK0599
 OK0599'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7853 ***********************************************************************
 AH7853  DESIGNATION -  EDMORE RM 2
 AH7853  PID         -  AH7853
 AH7853  STATE/COUNTY-  MI/MONTCALM
 AH7853  COUNTRY     -  US
 AH7853  USGS QUAD   -  EDMORE (2017)
 AH7853
 AH7853                         *CURRENT SURVEY CONTROL
 AH7853  ______________________________________________________________________
 AH7853* NAD 83(1986) POSITION- 43 26 16.27   (N) 085 02 36.81   (W)   HD_HELD1
 AH7853* NAVD 88 ORTHO HEIGHT -   309.227 (meters)     1014.52  (feet) ADJUSTED
 AH7853  ______________________________________________________________________
 AH7853  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 AH7853  DYNAMIC HEIGHT  -        309.170 (meters)     1014.34  (feet) COMP
 AH7853  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 AH7853
 AH7853  VERT ORDER      -  FIRST     CLASS II
 AH7853
 AH7853.The horizontal coordinates were determined by differentially corrected
 AH7853.hand held GPS observations or other comparable positioning techniques
 AH7853.and have an estimated accuracy of +/- 3 meters.
 AH7853
 AH7853.The orthometric height was determined by differential leveling and
 AH7853.adjusted by the NATIONAL GEODETIC SURVEY
 AH7853.in January 2002.
 AH7853
 AH7853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7853.GEOID18 height accuracy estimate available here.
 AH7853
 AH7853.Click photographs - Photos may exist for this station.
 AH7853
 AH7853.The dynamic height is computed by dividing the NAVD 88
 AH7853.geopotential number by the normal gravity value computed on the
 AH7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7853.degrees latitude (g = 980.6199 gals.).
 AH7853
 AH7853.The modeled gravity was interpolated from observed gravity values.
 AH7853
 AH7853;                    North         East    Units  Estimated Accuracy
 AH7853;SPC MI S     -   215,477.4   3,945,202.3     MT  (+/- 3 meters HH1 GPS) 
 AH7853
 AH7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5833111298(NAD 83)
 AH7853
 AH7853                          SUPERSEDED SURVEY CONTROL
 AH7853
 AH7853.No superseded survey control is available for this station.
 AH7853
 AH7853_MARKER: DR = REFERENCE MARK DISK
 AH7853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7853_STAMPING: EDMORE NO 2 1932
 AH7853_MARK LOGO: CGS
 AH7853_PROJECTION: FLUSH
 AH7853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7853+STABILITY: SURFACE MOTION
 AH7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7853+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 AH7853
 AH7853  HISTORY     - Date     Condition        Report By
 AH7853  HISTORY     - 1932     MONUMENTED       CGS
 AH7853  HISTORY     - 19921112 GOOD             NGS
 AH7853
 AH7853                          STATION DESCRIPTION
 AH7853
 AH7853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7853'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7853'EDMORE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WYMAN ROAD, 68.0 M
 AH7853'(223.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 50.4 M
 AH7853'(165.4 FT) EAST OF THE ROAD CENTER, 27.8 M (91.2 FT) NORTHWEST OF
 AH7853'TRIANGULATION STATION EDMORE, 7.8 M (25.6 FT) ABOVE THE LEVEL OF THE
 AH7853'ROAD, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AH7853'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0637 ***********************************************************************
 RK0637  DESIGNATION -  EDMUNDS
 RK0637  PID         -  RK0637
 RK0637  STATE/COUNTY-  MI/ALGER
 RK0637  COUNTRY     -  US
 RK0637  USGS QUAD   -  MELSTRAND (2017)
 RK0637
 RK0637                         *CURRENT SURVEY CONTROL
 RK0637  ______________________________________________________________________
 RK0637* NAD 83(1994) POSITION- 46 29 24.88871(N) 086 24 25.60858(W)   ADJUSTED
 RK0637* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 RK0637  ______________________________________________________________________
 RK0637  GEOID HEIGHT    -        -35.403 (meters)                     GEOID18
 RK0637  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 RK0637  HORZ ORDER      -  FIRST
 RK0637
 RK0637.The horizontal coordinates were established by classical geodetic methods
 RK0637.and adjusted by the National Geodetic Survey in February 1997.
 RK0637
 RK0637.The orthometric height was scaled from a topographic map.
 RK0637
 RK0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0637.GEOID18 height accuracy estimate available here.
 RK0637
 RK0637.Click photographs - Photos may exist for this station.
 RK0637
 RK0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0637
 RK0637. The following values were computed from the NAD 83(1994) position.
 RK0637
 RK0637;                    North         East     Units Scale Factor Converg.
 RK0637;SPC MI N     -   189,884.328 8,045,515.086   MT  0.99990922   +0 25 42.7
 RK0637;SPC MI N     -   622,980.08 26,396,046.87   iFT  0.99990922   +0 25 42.7
 RK0637;UTM  16      - 5,148,690.370   545,501.394   MT  0.99962545   +0 25 48.0
 RK0637
 RK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0637!SPC MI N     -   0.99995711  x   0.99990922  =   0.99986633
 RK0637!UTM  16      -   0.99995711  x   0.99962545  =   0.99958257
 RK0637
 RK0637:                Primary Azimuth Mark                     Grid Az
 RK0637:SPC MI N     -  SHINGLETON                               192 02 47.1
 RK0637:UTM  16      -  SHINGLETON                               192 02 41.8
 RK0637
 RK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4550148690(NAD 83)
 RK0637
 RK0637|---------------------------------------------------------------------|
 RK0637| PID    Reference Object                     Distance      Geod. Az  |
 RK0637|                                                           dddmmss.s |
 RK0637| RK0612 BUCK HILL LOOKOUT TOWER             APPROX. 4.7 KM 0452851.2 |
 RK0637| CH1096 EDMUNDS RM 1                         22.883 METERS 12205     |
 RK0637| RK0635 SHINGLETON                          APPROX.21.3 KM 1922829.8 |
 RK0637| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.21.9 KM 2465700.5 |
 RK0637| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.21.9 KM 2471018.3 |
 RK0637| CH1097 EDMUNDS RM 2                         19.833 METERS 32232     |
 RK0637|---------------------------------------------------------------------|
 RK0637
 RK0637                          SUPERSEDED SURVEY CONTROL
 RK0637
 RK0637  NAD 83(1986)-  46 29 24.88336(N)    086 24 25.60584(W) AD(       ) 1
 RK0637  NAD 27      -  46 29 25.04018(N)    086 24 25.01152(W) AD(       ) 1
 RK0637
 RK0637.Superseded values are not recommended for survey control.
 RK0637
 RK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0637.See file dsdata.pdf to determine how the superseded data were derived.
 RK0637
 RK0637_MARKER: N = NAIL
 RK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0637_PROJECTION: FLUSH
 RK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0637+STABILITY: SURFACE MOTION
 RK0637
 RK0637  HISTORY     - Date     Condition        Report By
 RK0637  HISTORY     - 1919     MONUMENTED       USLS
 RK0637  HISTORY     - 1938     GOOD             CGS
 RK0637  HISTORY     - 1952     GOOD             CGS
 RK0637  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RK0637
 RK0637                          STATION DESCRIPTION
 RK0637
 RK0637'DESCRIBED BY US LAKE SURVEY 1919
 RK0637'IN NORTHEAST CORNER OF SEC. 10, T. 47 N., R. 17 W., ON WEST
 RK0637'EXTENSION OF HIGH HILL.  MARKED BY NAILS IN CENTERS OF TOPS OF
 RK0637'DOUBLE CONCRETE MONUMENT.  UPPER MONUMENT PROJECTS 3 INCHES ABOVE
 RK0637'GROUND.  BEARING FROM STATION TO SECTION CORNER, 537.25 FEET
 RK0637'DISTANT, IS N 04 DEG 59 MIN E.
 RK0637
 RK0637                          STATION RECOVERY (1938)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 RK0637'STATION RECOVERED IN GOOD CONDITION.  SEVERAL CUBIC FEET OF STONES
 RK0637'HAVE BEEN PLACED AROUND THE STATION MAKING IT MORE CONSPICOUS.  A
 RK0637'LARGE STONE, ROUGHLY FLAT AND TRIANGULAR IN SHAPE (8-BY 14-BY
 RK0637'20-IN.) WITH A TRIANGLE LIGHTLY CARVED ON ITS SURFACE, HAS BEEN
 RK0637'PLACED DIRECTLY OVER THE STATION.  MARKED BY A DOUBLE
 RK0637'CONCRETE MONUMENT, TOP OF LOWER ONE BEING 2 FEET BELOW GROUND
 RK0637'SURFACE, UPPER ONE 3 INCHES ABOVE SURFACE, BOTH MARKED WITH NAIL
 RK0637'CENTERS.
 RK0637'
 RK0637'AN 8 INCH IN DIAMETER, 4 FEET HIGH CEDAR POST, WITH A BLAZED FACE
 RK0637'SCRIBED WITH A 4 INCH TRIANGLE AND THE WORD EDMUNDS CARVED IN 1 INCH
 RK0637'LETTERS, BEARS S FROM THE STATION 3-1/2 FEET.
 RK0637'
 RK0637'TO REACH THE STATION FROM THE VILLAGE OF MELSTRAND ON THE MAIN ROAD
 RK0637'LEADING TO THE NE, PROCEED ABOUT 1-1/2 MI. TO THE JUNCTION WITH A
 RK0637'PRIMITIVE ROAD BEARING N.  FOLLOW THE PRIMITIVE ROAD FOR ABOUT 1/2
 RK0637'MI., THEN BEAR LEFT (W) TO THE W EXTENSION OF THE HIGH HILL AND
 RK0637'THE STATION SITE.
 RK0637
 RK0637                          STATION RECOVERY (1952)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RK0637'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 RK0637'ABOUT FLUSH WITH THE GROUND, WITH ONE LARGE STONE AND SEVERAL SMALL
 RK0637'ONES PILED OVER IT, WITH A POST SET AT ITS EDGE AND A TRIANGLE
 RK0637'BLAZE ON THE POST.  IT IS TO THE NW OF THE HIGHEST PART OF THE
 RK0637'HILL.
 RK0637'
 RK0637'TO REACH FROM THE STORE IN THE SMALL VILLAGE OF MELSTRAND, FOLLOW
 RK0637'A GRAVEL ROAD NE FOR 1.6 MI. TO A SIDE ROAD ON THE LEFT, TURN LEFT
 RK0637'AND FOLLOW THE SIDE ROAD THAT PARALLELS THE MAIN ROAD FOR 0.05 MI. TO
 RK0637'A DIM TRACK ROAD N, TURN N AND FOLLOW THE DIM TRACK ROAD FOR ABOUT
 RK0637'0.4 MI. TO A FORK, KEEP THE LEFT FORK AND GO ABOUT 0.25 MI. TO
 RK0637'THE BASE OF THE STATION HILL.
 RK0637
 RK0637                          STATION RECOVERY (1965)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0637'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 RK0637'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 RK0637'
 RK0637'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF MELSTRAND, 10 MILES
 RK0637'NORTHEAST OF SHINGLETON, AT THE WEST END OF A SMALL RIDGE, AND ON
 RK0637'STATE FOREST LAND.
 RK0637'
 RK0637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0637'SHINGLETON, GO NORTH ON A PAVED ROAD FOR 4.95 MILES TO A T-ROAD.
 RK0637'TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 4.7 MILES TO A SIDE
 RK0637'ROAD LEFT AT THE END OF THE PAVED ROAD IN THE NORTH EDGE OF
 RK0637'MELSTRAND. CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 1.35 MILES TO A
 RK0637'WOODS ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE WOODS
 RK0637'ROAD FOR 0.75 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 RK0637'WESTERLY ON A WOODS ROAD FOR 0.05 MILE TO A DIM WOODS ROAD ON
 RK0637'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE DIM WOODS ROAD FOR
 RK0637'0.05 MILE TO THE TOP OF A RIDGE AND THE STATION.
 RK0637'
 RK0637'THE STATION IS A SPIKE NAIL SET IN THE TOP OF AN 8 INCH ROUND
 RK0637'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RK0637'IS SET IN THE CENTER, AND THE HIGHEST POINT OF THE RIDGE, 3.5 FEET
 RK0637'NORTH OF A CEDAR POST WITH A TRANGLE AND THE LETTERS EDMUNDS
 RK0637'INSCRIBED ON THE NORTH SIDE, AND 4 FEET EAST OF A METAL WITNESS POST.
 RK0637'THE UNDERGROUND MONUMENT WAS NOT INSPECTED AT THIS TIME.
 RK0637'
 RK0637'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 RK0637'EDMUNDS USLS NO. 1 1965.  IT IS WELDED TO THE TOP OF A 2 INCH CAST
 RK0637'IRON PIPE THAT IS REINFORCED WITH CONCRETE.  THE DISK PROJECTS 6
 RK0637'INCHES.  IT IS 79.5 FEET SOUTHEAST OF THE METAL WITNESS POST, AND
 RK0637'4 FEET SOUTHWEST OF A 6 INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON
 RK0637'THE WEST SIDE.
 RK0637'
 RK0637'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 RK0637'EDMUNDS USLS NO. 2 1965.  IT IS WELDED TO THE TOP OF A 2 INCH CAST
 RK0637'IRON PIPE THAT IS REINFORCED WITH CONCRETE.  THE DISK PROJECTS 6
 RK0637'INCHES.  IT IS 62 FEET NORTHWEST OF THE METAL WITNESS POST, 15 FEET
 RK0637'SOUTHWEST OF THE DIM WOODS ROAD, AND 4 FEET SOUTHEAST OF A 6 INCH
 RK0637'BEECH TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.
 RK0637'
 RK0637'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RK0637'TIME.
 RK0637'
 RK0637'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8079 ***********************************************************************
 AA8079  CBN         -  This is a Cooperative Base Network Control Station.
 AA8079  DESIGNATION -  EDZ HARN
 AA8079  PID         -  AA8079
 AA8079  STATE/COUNTY-  MI/ALGER
 AA8079  COUNTRY     -  US
 AA8079  USGS QUAD   -  AU TRAIN (2017)
 AA8079
 AA8079                         *CURRENT SURVEY CONTROL
 AA8079  ______________________________________________________________________
 AA8079* NAD 83(2011) POSITION- 46 25 59.34852(N) 086 50 22.35205(W)   ADJUSTED
 AA8079* NAD 83(2011) ELLIP HT-   153.243 (meters)        (06/27/12)   ADJUSTED
 AA8079* NAD 83(2011) EPOCH   -  2010.00
 AA8079* NAVD 88 ORTHO HEIGHT -   188.5   (meters)      618.    (feet) GPS OBS
 AA8079  ______________________________________________________________________
 AA8079  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8079  GEOID HEIGHT    -        -34.957 (meters)                     GEOID93
 AA8079  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 AA8079  NAD 83(2011) X  -    242,784.753 (meters)                     COMP
 AA8079  NAD 83(2011) Y  - -4,396,967.614 (meters)                     COMP
 AA8079  NAD 83(2011) Z  -  4,598,673.257 (meters)                     COMP
 AA8079  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 AA8079
 AA8079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8079  Standards:
 AA8079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8079  -------------------------------------------------------------------
 AA8079  NETWORK    1.09   3.25           0.52   0.33   1.66      0.02355459
 AA8079  -------------------------------------------------------------------
 AA8079  Click here for local accuracies and other accuracy information.
 AA8079
 AA8079.The horizontal coordinates were established by GPS observations
 AA8079.and adjusted by the National Geodetic Survey in June 2012.
 AA8079
 AA8079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8079.been affixed to the stable North American tectonic plate. See 
 AA8079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8079
 AA8079.The horizontal coordinates are valid at the epoch date displayed above
 AA8079.which is a decimal equivalence of Year/Month/Day.
 AA8079
 AA8079.The orthometric height was determined by GPS observations and a
 AA8079.high-resolution geoid model.
 AA8079
 AA8079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8079.GEOID18 height accuracy estimate available here.
 AA8079
 AA8079.Click photographs - Photos may exist for this station.
 AA8079
 AA8079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8079
 AA8079.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8079
 AA8079.The ellipsoidal height was determined by GPS observations
 AA8079.and is referenced to NAD 83.
 AA8079
 AA8079. The following values were computed from the NAD 83(2011) position.
 AA8079
 AA8079;                    North         East     Units Scale Factor Converg.
 AA8079;SPC MI N     -   183,380.540 8,012,331.075   MT  0.99990616   +0 06 57.5
 AA8079;SPC MI N     -   601,642.19 26,287,175.44   iFT  0.99990616   +0 06 57.5
 AA8079;UTM  16      - 5,142,188.029   512,327.307   MT  0.99960187   +0 06 58.5
 AA8079
 AA8079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8079!SPC MI N     -   0.99997598  x   0.99990616  =   0.99988214
 AA8079!UTM  16      -   0.99997598  x   0.99960187  =   0.99957786
 AA8079
 AA8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1232742188(NAD 83)
 AA8079
 AA8079                          SUPERSEDED SURVEY CONTROL
 AA8079
 AA8079  NAD 83(2007)-  46 25 59.34876(N)    086 50 22.35310(W) AD(2002.00) 0
 AA8079  ELLIP H (02/10/07)  153.258  (m)                       GP(2002.00)    
 AA8079  ELLIP H (07/12/02)  153.266  (m)                       GP(       ) 4 2
 AA8079  NAD 83(1994)-  46 25 59.34893(N)    086 50 22.35295(W) AD(       ) B
 AA8079  ELLIP H (09/20/95)  153.261  (m)                       GP(       ) 1 2
 AA8079
 AA8079.Superseded values are not recommended for survey control.
 AA8079
 AA8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8079.See file dsdata.pdf to determine how the superseded data were derived.
 AA8079
 AA8079_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8079_STAMPING: EDZ H.A.R.N. 1993
 AA8079_MARK LOGO: NGS
 AA8079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8079+STABILITY: SURFACE MOTION
 AA8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8079+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2014
 AA8079
 AA8079  HISTORY     - Date     Condition        Report By
 AA8079  HISTORY     - 1993     MONUMENTED       NGS
 AA8079  HISTORY     - 20061112 GOOD             GEOCAC
 AA8079  HISTORY     - 20140606 GOOD             INDIV
 AA8079
 AA8079                          STATION DESCRIPTION
 AA8079
 AA8079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLR)
 AA8079'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF MUNISING, NEAR THE
 AA8079'MENS REST ROOM IN THE LAKE SUPERIOR SCENIC VIEW ROADSIDE PARK THAT IS
 AA8079'JUST NORTH OF THE VILLAGE OF AU TRAIN, IN SECTION 32, T 47 N, R 20 W
 AA8079'AND ON THE AU TRAIN QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 AA8079'TRANSPORTATION.  NOTE--LIMITED PARKING WITHIN 30 M (98.4 FT) OF
 AA8079'STATION DUE TO SAND.  SUGGEST TO PARK ON HARD PACKED SAND BETWEEN REST
 AA8079'ROOMS.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND ALGER
 AA8079'COUNTY ROAD H03 AT THE BLINKING TRAFFIC SIGNAL ON THE NORTH SIDE OF AU
 AA8079'TRAIN, GO NORTHERLY INTO THE PARKING AREA FOR THE ROADSIDE PARK AND
 AA8079'FOLLOW THE ONE-WAY PAVED ROAD DRIVE NORTHWESTERLY FOR ABOUT 0.15 MI
 AA8079'(0.24 KM) TO THE STATION ON THE RIGHT NEAR THE MENS REST ROOM. STATION
 AA8079'PROJECTS 11 CM ABOVE GROUND.  IT IS 230 FT (70.1 M) NORTH OF THE
 AA8079'CENTERLINE OF HIGHWAY 28, 48.1 FT (14.7 M) SOUTHEAST OF THE SOUTHEAST
 AA8079'CORNER OF THE MENS REST ROOM, 21.5 FT (6.6 M) WEST-SOUTHWEST FROM THE
 AA8079'CENTER OF THE DRIVE AND 2.5 FT (0.8 M) EAST OF A WITNESS POST.
 AA8079
 AA8079                          STATION RECOVERY (2006)
 AA8079
 AA8079'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 AA8079'RECOVERED IN GOOD CONDITION.
 AA8079
 AA8079                          STATION RECOVERY (2014)
 AA8079
 AA8079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JMR)
 AA8079'MARK WAS USED FOR AN ELEVATION SURVEY USING A TOPCON GR5 RECEIVER WITH
 AA8079'AN OCCUPATION OF OVER 2 HOURS. ON THE NGS DATA SHEET THE ORTHO HEIGHT
 AA8079'IN FEET IS LISTED AS 618 FEET, BUT THE METER HEIGHT GIVEN CONVERTS TO
 AA8079'618.438 IFEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0607 ***********************************************************************
 RK0607  DESIGNATION -  ELBACK RESET
 RK0607  PID         -  RK0607
 RK0607  STATE/COUNTY-  MI/ALGER
 RK0607  COUNTRY     -  US
 RK0607  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0607
 RK0607                         *CURRENT SURVEY CONTROL
 RK0607  ______________________________________________________________________
 RK0607* NAD 83(1994) POSITION- 46 32 25.68599(N) 086 02 29.15439(W)   ADJUSTED
 RK0607* NAVD 88 ORTHO HEIGHT -   314.3   (meters)     1031.    (feet) VERTCON3
 RK0607  ______________________________________________________________________
 RK0607  GEOID HEIGHT    -        -35.572 (meters)                     GEOID18
 RK0607  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 RK0607  HORZ ORDER      -  FIRST
 RK0607
 RK0607.The horizontal coordinates were established by classical geodetic methods
 RK0607.and adjusted by the National Geodetic Survey in February 1997.
 RK0607
 RK0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0607
 RK0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0607.GEOID18 height accuracy estimate available here.
 RK0607
 RK0607.Click photographs - Photos may exist for this station.
 RK0607
 RK0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0607
 RK0607. The following values were computed from the NAD 83(1994) position.
 RK0607
 RK0607;                    North         East     Units Scale Factor Converg.
 RK0607;SPC MI N     -   195,740.825 8,073,519.364   MT  0.99991273   +0 41 34.2
 RK0607;SPC MI N     -   642,194.31 26,487,924.42   iFT  0.99991273   +0 41 34.2
 RK0607;UTM  16      - 5,154,546.373   573,497.982   MT  0.99966640   +0 41 44.9
 RK0607
 RK0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0607!SPC MI N     -   0.99995630  x   0.99991273  =   0.99986904
 RK0607!UTM  16      -   0.99995630  x   0.99966640  =   0.99962272
 RK0607
 RK0607:                Primary Azimuth Mark                     Grid Az
 RK0607:SPC MI N     -  GYPSY                                    353 01 17.8
 RK0607:UTM  16      -  GYPSY                                    353 01 07.1
 RK0607
 RK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7349754546(NAD 83)
 RK0607
 RK0607|---------------------------------------------------------------------|
 RK0607| PID    Reference Object                     Distance      Geod. Az  |
 RK0607|                                                           dddmmss.s |
 RK0607| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX. 0.9 KM 0244927.7 |
 RK0607| CH1098 ELBACK RM 1                          19.325 METERS 10802     |
 RK0607| CH1099 ELBACK RM 2                          14.378 METERS 23837     |
 RK0607| RK0606 GYPSY                               APPROX. 0.9 KM 3534252.0 |
 RK0607|---------------------------------------------------------------------|
 RK0607
 RK0607                          SUPERSEDED SURVEY CONTROL
 RK0607
 RK0607  NAD 83(1986)-  46 32 25.68036(N)    086 02 29.15139(W) AD(       ) 1
 RK0607  NAD 27      -  46 32 25.76598(N)    086 02 28.57240(W) AD(       ) 1
 RK0607  NGVD 29 (07/19/86)  314.3    (m)         1031.     (f) VERT ANG       
 RK0607
 RK0607.Superseded values are not recommended for survey control.
 RK0607
 RK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0607.See file dsdata.pdf to determine how the superseded data were derived.
 RK0607
 RK0607_MARKER: DS = TRIANGULATION STATION DISK
 RK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0607_STAMPING: ELBACK 1920 1965
 RK0607_MARK LOGO: CGS
 RK0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0607+STABILITY: SURFACE MOTION
 RK0607
 RK0607  HISTORY     - Date     Condition        Report By
 RK0607  HISTORY     - 1920     MONUMENTED       USLS
 RK0607  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RK0607  HISTORY     - 1964     POOR             CGS
 RK0607  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RK0607  HISTORY     - 19960605 GOOD             MI-003
 RK0607
 RK0607                          STATION DESCRIPTION
 RK0607
 RK0607'DESCRIBED BY US LAKE SURVEY 1920
 RK0607'ABOUT 3/4 MILE NORTHWEST OF BEAVER JUNCTION, ON EAST POINT OF HIGH
 RK0607'RIDGE.  TO REACH FROM BEAVER JUNCTION, GO WEST ABOUT 1.1 MILES ALONG
 RK0607'MUNSING ROAD TO INTERSECTION OF NEW ROAD TO NORTH AT MIDDLE OF
 RK0607'FIRST CURVE TO SOUTH, TURN NORTH AND CONTINUE 0.4 MILE TO STATION
 RK0607'SITE.  MARKED BY DOUBLE CONCRETE MONUMENT (EACH ABOUT SIZE OF
 RK0607'NAIL KEG).  UPPER MONUMENT PROJECTS 4 INCHES ABOVE GROUND.
 RK0607
 RK0607                          STATION RECOVERY (1949)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 RK0607'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 RK0607'
 RK0607'STATION IS LOCATED 10 MI. S OF GRAND MARAIS.  MARKED BY A 1/2-INCH
 RK0607'HEAD OF A SPIKE CENTERED IN THE TOP OF A 9-INCH IN DIAMETER
 RK0607'CONCRETE MONUMENT FORMED IN A NAIL KEG.  MONUMENT IS FLUSH WITH
 RK0607'GROUND, SURROUNDED WITH STONES, AND MARKED USLS 1920.
 RK0607'
 RK0607'REFERENCE MONUMENTS ARE 6-INCH IN DIAMETER CONCRETE POSTS 48 INCHES
 RK0607'LONG WITH BRONZE DISKS ON TOP.
 RK0607'
 RK0607'REFERENCE MONUMENT 1 IS NEAR THE E END OF THE RIDGE, ABOUT 2 FEET
 RK0607'LOWER THAN THE STATION, BEARS S 69 DEG 28 MIN E, 63.41 FEET FROM THE
 RK0607'STATION.
 RK0607'
 RK0607'REFERENCE MONUMENT 2 IS NEAR THE S SIDE OF THE RIDGE, BEARS S 61 DEG
 RK0607'00 MIN W, 47.24 FEET FROM THE STATION.
 RK0607'
 RK0607'A BLAZED 25-INCH BEECH TREE BEARS S 24 DEG 08 MIN E, 32.98 FEET FROM
 RK0607'THE STATION.
 RK0607'
 RK0607'TO REACH THE STATION FROM THE GRAND MARAIS POST OFFICE, GO W TO M-77,
 RK0607'TURN S FOR 10 MI. TO ADAMS TRAIL, TURN RIGHT (W) FOR 1.5 MI. TO THE
 RK0607'JUNCTION WITH A ROAD ANGLING TO THE LEFT, TURN RIGHT (N) ON GYPSY
 RK0607'LAKE FIRE TOWER ROAD FOR 0.3 MI. TO THE TOP OF THE RIDGE, FOLLOW
 RK0607'THE ABANDONED ROAD AND RIDGE E FOR 0.2 MI. TO A SMALL CLEARING NEAR
 RK0607'THE E END OF THE RIDGE AND THE STATION.
 RK0607
 RK0607                          STATION RECOVERY (1964)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 RK0607'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED.  THE
 RK0607'STATION MARK HAS BEEN HIT BY LOGGING OPERATION AND THE SURFACE MARK
 RK0607'LEANS CONSIDERABLE.  IT IS A ROUND MONUMENT FORMED BY THE USE OF A
 RK0607'NAIL KEG, HAS A SPIKE IN THE CENTER AND INSCRIBED IN THE CONCRETE
 RK0607'USLS 1920.  IT IS ABOUT FLUSH WITH THE GROUND WITH A LARGE ROCK
 RK0607'LYING ON THE EAST EDGE.  LOCATED NEAR THE EASTERN END OF A
 RK0607'NARROW RIDGE, 33 FEET SOUTH OF A 40-INCH TRIANGULAR BLAZED BEECH
 RK0607'TREE AND 36.5 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RK0607'MAPLE TREE.
 RK0607'
 RK0607'REFERENCE MARK NO. 1, A U.S. CORPS OF ENGINEERS, BRONZ DISK IN THE
 RK0607'TOP OF A 6-INCH CONCRETE POST PROJECTING 6 INCHES, STAMPED, 63.41
 RK0607'ELBACK 1920 NO 1.  IT IS ON THE NARROW RIDGE, 28 FEET EAST OF THE
 RK0607'TRIANGULAR BLAZED 8-INCH MAPLE TREE.
 RK0607'
 RK0607'REFERENCE MARK NO. 2, A U.S. CORPS OF ENGINEERS BRONZ DISK IN THE TOP
 RK0607'OF A 6-INCH CONCRETE POST PROJECTING 4 INCHES, STAMPED 47.24 ELBACK
 RK0607'U.S. LAKE SURVEY.  IT IS 12 FEET NORTH OF A TRIANGULAR BLAZED BEECH
 RK0607'TREE.
 RK0607'
 RK0607'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 ABOUT 0.1
 RK0607'MILE WEST OF THE SCHOOL HOUSE, IN SENEY, GO NORTHERLY ON HIGHWAY 77
 RK0607'FOR 15 MILES TO A SIDEROAD LEFT AND A SIGN, ADAMS TRAIL.  TURN
 RK0607'LEFT, GO WESTERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A FORK.
 RK0607'KEEP THE RIGHT FORK AND GO 0.2 MILE TO A SIDEROAD RIGHT.
 RK0607'AND A SIGN GYPSY LAKE TOWER RD.  TURN RIGHT, GO NORTH 0.2 MILE TO
 RK0607'OLD SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO
 RK0607'A TRIANGULAR BLAZED 14-INCH MAPLE TREE ON THE RIGHT.  PACK
 RK0607'NORTHERLY ON OLD DIM TRAIL TO THE RIDGE, THENCE RIGHT EASTERLY
 RK0607'ALONG THE RIDGE FOR A TOTAL DISTANCE OF ABOUT 135 PACES TO THE
 RK0607'STATION.
 RK0607
 RK0607                          STATION RECOVERY (1965)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0607'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE SURFACE
 RK0607'MONUMENT WAS FOUND LEANING, AND WAS REPLACED AT THIS TIME.  THE
 RK0607'DISTANCES TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 RK0607'FOLLOWS--
 RK0607'
 RK0607'THE STATION IS LOCATED AT THE EAST END OF A HIGH TIMBERED RIDGE,
 RK0607'ABOUT 14-1/2 MILES NORTH-NORTHWEST OF SENEY, 9-1/2 MILES SOUTH
 RK0607'SOUTHWEST OF GRAND MARAIS, 1/2 MILE SOUTHEAST OF THE GYPSY LAKE
 RK0607'U.S.A.F. RADAR INSTALLATION AND ON STATE OWNED PROPERTY.
 RK0607'
 RK0607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0607'IN SENEY, GO NORTH ON STATE HIGHWAY 77 FOR 15.1 MILES TO A SIDE ROAD
 RK0607'LEFT (ADAMS TRAIL).  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 RK0607'FOR 1.4 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST ON
 RK0607'A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT (GYPSY LAKE
 RK0607'TOWER ROAD).  TURN RIGHT AND GO NORTHEAST ON A TRACK ROAD FOR 0.2
 RK0607'MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A
 RK0607'DIM TRACK ROAD FOR 0.2 MILE TO A 10 INCH MAPLE TREE WITH A
 RK0607'TRIANGULAR BLAZE ON THE RIGHT.  TURN LEFT AND GO NORTH FOR 0.05
 RK0607'MILE TO THE TOP OF A RIDGE.  TURN RIGHT AND GO SOUTHEAST
 RK0607'FOLLOWING THE CREST OF THE RIDGE FOR 0.05 MILE TO A SMALL CLEARING
 RK0607'AND THE STATION.
 RK0607'
 RK0607'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ELBACK 1920
 RK0607'1965, SET IN THE TOP OF A 18 INCH IN DIAMETER CONCRETE MONUMENT
 RK0607'WHICH PROJECTS 1 INCH.  IT IS 48 FEET EAST OF AN 18 INCH MAPLE TREE,
 RK0607'61 FEET NORTHEAST OF A 20 INCH MAPLE TREE, 32 FEET SOUTH OF A 20
 RK0607'INCH BEECH TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 5.5
 RK0607'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 RK0607'MONUMENT IS A SPIKE NAIL SET IN THE TOP OF A 9 INCH IN DIAMETER
 RK0607'CONCRETE MONUMENT WHICH IS 18 INCHES UNDERGROUND.
 RK0607'
 RK0607'REFERENCE MARK NO. 1, IS A STANDARD CORPS OF ENGINEERS U.S. LAKE
 RK0607'SURVEY REFERENCE MARK DISK STAMPED ELBACK NO 1 1920 63.40 (FEET),
 RK0607'SET IN THE TOP OF A 6 INCH IN DIAMETER CONCRETE POST WHICH PROJECTS
 RK0607'6 INCHES.  IT IS 12 FEET WEST OF A 16 INCH BEECH TREE, 10 FEET
 RK0607'NORTHEAST OF A 20 INCH MAPLE TREE AND 1.6 FEET NORTHEAST OF A
 RK0607'METAL WITNESS POST.
 RK0607'
 RK0607'REFERENCE MARK NO. 2, IS A STANDARD CORPS OF ENGINEERS U.S. LAKE
 RK0607'SURVEY REFERENCE MARK DISK STAMPED ELBACK NO 2 1920 47.17 (FEET),
 RK0607'SET IN THE TOP OF A 6 INCH IN DIAMETER CONCRETE POST WHICH PROJECTS
 RK0607'4 INCHES.  IT IS 17 FEET NORTHEAST OF A 20 INCH BEECH TREE, 9
 RK0607'FEET SOUTHEAST OF THE 18 INCH MAPLE TREE AND 1.5 FEET SOUTHEAST
 RK0607'OF A METAL WITNESS POST.
 RK0607'
 RK0607'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0607
 RK0607                          STATION RECOVERY (1996)
 RK0607
 RK0607'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0607'STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0466 ***********************************************************************
 QL0466  DESIGNATION -  ELEVATOR USLS 1903
 QL0466  PID         -  QL0466
 QL0466  STATE/COUNTY-  MI/DELTA
 QL0466  COUNTRY     -  US
 QL0466  USGS QUAD   -  GLADSTONE (2017)
 QL0466
 QL0466                         *CURRENT SURVEY CONTROL
 QL0466  ______________________________________________________________________
 QL0466* NAD 83(1994) POSITION- 45 51 03.82007(N) 087 00 33.40158(W)   ADJUSTED
 QL0466* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QL0466  ______________________________________________________________________
 QL0466  GEOID HEIGHT    -        -35.613 (meters)                     GEOID18
 QL0466  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 QL0466  HORZ ORDER      -  SECOND
 QL0466
 QL0466.The horizontal coordinates were established by classical geodetic methods
 QL0466.and adjusted by the National Geodetic Survey in February 1997.
 QL0466
 QL0466.The orthometric height was scaled from a topographic map.
 QL0466
 QL0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0466.GEOID18 height accuracy estimate available here.
 QL0466
 QL0466.Click photographs - Photos may exist for this station.
 QL0466
 QL0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0466
 QL0466. The following values were computed from the NAD 83(1994) position.
 QL0466
 QL0466;                    North         East     Units Scale Factor Converg.
 QL0466;SPC MI N     -   118,672.087 7,999,279.402   MT  0.99993138   -0 00 24.1
 QL0466;SPC MI N     -   389,344.12 26,244,354.99   iFT  0.99993138   -0 00 24.1
 QL0466;UTM  16      - 5,077,499.621   499,279.641   MT  0.99960001   -0 00 24.0
 QL0466
 QL0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0466!SPC MI N     -   0.99997784  x   0.99993138  =   0.99990922
 QL0466!UTM  16      -   0.99997784  x   0.99960001  =   0.99957786
 QL0466
 QL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9927977499(NAD 83)
 QL0466
 QL0466                          SUPERSEDED SURVEY CONTROL
 QL0466
 QL0466  NAD 83(1986)-  45 51 03.81783(N)    087 00 33.39935(W) AD(       ) 2
 QL0466  NAD 27      -  45 51 03.93700(N)    087 00 32.89300(W) AD(       ) 2
 QL0466
 QL0466.Superseded values are not recommended for survey control.
 QL0466
 QL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0466.See file dsdata.pdf to determine how the superseded data were derived.
 QL0466
 QL0466
 QL0466  HISTORY     - Date     Condition        Report By
 QL0466  HISTORY     - 1903     MONUMENTED       USLS
 QL0466  HISTORY     - 20040607 MARK NOT FOUND   GEOCAC
 QL0466
 QL0466                          STATION DESCRIPTION
 QL0466
 QL0466'DESCRIBED BY US LAKE SURVEY 1903
 QL0466'CENTER OF
 QL0466'POLE, USED FOR
 QL0466'NIGHT DISPLAY OF WEATHER SIGNALS, ON CENTER OF MINNEAPOLIS, ST. PAUL
 QL0466'AND SAULT STE. MARIE RAILWAY CO.S
 QL0466'GRAIN ELEVATOR AT GLADSTONE.
 QL0466
 QL0466                          STATION RECOVERY (2004)
 QL0466
 QL0466'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0466'GRAIN ELEVATOR IS NO LONGER IN EXISTENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0934 ***********************************************************************
 RJ0934  DESIGNATION -  ELISHA
 RJ0934  PID         -  RJ0934
 RJ0934  STATE/COUNTY-  MI/CHIPPEWA
 RJ0934  COUNTRY     -  US
 RJ0934  USGS QUAD   -  OAK RIDGE (2017)
 RJ0934
 RJ0934                         *CURRENT SURVEY CONTROL
 RJ0934  ______________________________________________________________________
 RJ0934* NAD 83(1994) POSITION- 46 21 00.85780(N) 084 07 45.54130(W)   ADJUSTED
 RJ0934* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0934  ______________________________________________________________________
 RJ0934  GEOID HEIGHT    -        -36.631 (meters)                     GEOID18
 RJ0934  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 RJ0934  HORZ ORDER      -  THIRD
 RJ0934
 RJ0934.The horizontal coordinates were established by classical geodetic methods
 RJ0934.and adjusted by the National Geodetic Survey in February 1997.
 RJ0934
 RJ0934.The orthometric height was scaled from a topographic map.
 RJ0934
 RJ0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0934.GEOID18 height accuracy estimate available here.
 RJ0934
 RJ0934.Click photographs - Photos may exist for this station.
 RJ0934
 RJ0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0934
 RJ0934. The following values were computed from the NAD 83(1994) position.
 RJ0934
 RJ0934;                    North         East     Units Scale Factor Converg.
 RJ0934;SPC MI N     -   178,152.473 8,220,895.724   MT  0.99990347   +2 04 29.6
 RJ0934;SPC MI N     -   584,489.74 26,971,442.66   iFT  0.99990347   +2 04 29.6
 RJ0934;SPC MI C     -   337,153.444 6,018,273.451   MT  1.00021574   +0 10 03.6
 RJ0934;SPC MI C     - 1,106,146.47 19,744,991.64   iFT  1.00021574   +0 10 03.6
 RJ0934;UTM  16      - 5,136,967.866   720,872.707   MT  1.00019972   +2 04 40.7
 RJ0934
 RJ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0934!SPC MI N     -   0.99997815  x   0.99990347  =   0.99988162
 RJ0934!SPC MI C     -   0.99997815  x   1.00021574  =   1.00019389
 RJ0934!UTM  16      -   0.99997815  x   1.00019972  =   1.00017787
 RJ0934
 RJ0934:                Primary Azimuth Mark                     Grid Az
 RJ0934:SPC MI N     -  PEARCE IBC 1944                          030 29 38.0
 RJ0934:SPC MI C     -  PEARCE IBC 1944                          032 24 04.0
 RJ0934:UTM  16      -  PEARCE IBC 1944                          030 29 26.9
 RJ0934
 RJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2087236967(NAD 83)
 RJ0934
 RJ0934|---------------------------------------------------------------------|
 RJ0934| PID    Reference Object                     Distance      Geod. Az  |
 RJ0934|                                                           dddmmss.s |
 RJ0934| RJ0922 PEARCE IBC 1944                     APPROX. 0.8 KM 0323407.6 |
 RJ0934| RJ0923 NED IBC 1944                        430.692 METERS 0855524.7 |
 RJ0934|---------------------------------------------------------------------|
 RJ0934
 RJ0934                          SUPERSEDED SURVEY CONTROL
 RJ0934
 RJ0934  NAD 83(1986)-  46 21 00.84619(N)    084 07 45.54930(W) AD(       ) 3
 RJ0934  NAD 27      -  46 21 00.78100(N)    084 07 45.44600(W) AD(       ) 3
 RJ0934
 RJ0934.Superseded values are not recommended for survey control.
 RJ0934
 RJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0934.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0934
 RJ0934_MARKER: H = DRILL HOLE
 RJ0934_SETTING: 80 = SET IN A BOULDER
 RJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0934+STABILITY: SURFACE MOTION
 RJ0934
 RJ0934  HISTORY     - Date     Condition        Report By
 RJ0934  HISTORY     - 1944     MONUMENTED       IBC
 RJ0934  HISTORY     - 1958     GOOD             IBC
 RJ0934
 RJ0934                          STATION DESCRIPTION
 RJ0934
 RJ0934'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0934'ON A PROMINENT POINT ON E SIDE OF SUGAR ISLAND MIDWAY BETWEEN ELISHA
 RJ0934'POINT AND INDIAN POINT, DIRECTLY ACROSS THE HEAD OF THE RAPIDS IN
 RJ0934'THE EAST NEEBISH CHANNEL FROM NED POINT, THE NE POINT OF EAST NEEBISH
 RJ0934'ISLAND.  IT IS 22 FEET SW OF THE SHORE END OF A SMALL DOCK, 50 FEET
 RJ0934'E OF A SUMMER CABIN, 4 FEET FROM THE WATER, 13 FEET S OF A FENCE
 RJ0934'AROUND A GARDEN.  THE NEXT ROCK W ON THE BEACH IS A ROCK SHAPED LIKE
 RJ0934'AN INDIANS HEAD AND WORSHIPPED BY MANY INDIANS.
 RJ0934'
 RJ0934'STATION MARK IS A DRILL HOLE 3/4 INCH DEEP IN THE ROCK.
 RJ0934
 RJ0934                          STATION RECOVERY (1958)
 RJ0934
 RJ0934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0430 ***********************************************************************
 PL0430  DESIGNATION -  ELK HILL
 PL0430  PID         -  PL0430
 PL0430  STATE/COUNTY-  MI/OSCODA
 PL0430  COUNTRY     -  US
 PL0430  USGS QUAD   -  RED OAK (2017)
 PL0430
 PL0430                         *CURRENT SURVEY CONTROL
 PL0430  ______________________________________________________________________
 PL0430* NAD 83(2011) POSITION- 44 43 41.68623(N) 084 21 37.96846(W)   ADJUSTED
 PL0430* NAD 83(2011) ELLIP HT-   362.420 (meters)        (06/27/12)   ADJUSTED
 PL0430* NAD 83(2011) EPOCH   -  2010.00
 PL0430* NAVD 88 ORTHO HEIGHT -   397.3   (meters)     1303.    (feet) GPS OBS
 PL0430  ______________________________________________________________________
 PL0430  NAVD 88 orthometric height was determined with an earlier geoid model
 PL0430  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 PL0430  NAD 83(2011) X  -    446,054.209 (meters)                     COMP
 PL0430  NAD 83(2011) Y  - -4,517,182.463 (meters)                     COMP
 PL0430  NAD 83(2011) Z  -  4,466,198.441 (meters)                     COMP
 PL0430  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 PL0430
 PL0430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0430  Standards:
 PL0430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0430  -------------------------------------------------------------------
 PL0430  NETWORK    3.77   7.13           1.55   1.51   3.64      0.25466621
 PL0430  -------------------------------------------------------------------
 PL0430  Click here for local accuracies and other accuracy information.
 PL0430
 PL0430.The horizontal coordinates were established by GPS observations
 PL0430.and adjusted by the National Geodetic Survey in June 2012.
 PL0430
 PL0430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0430.been affixed to the stable North American tectonic plate. See 
 PL0430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0430
 PL0430.The horizontal coordinates are valid at the epoch date displayed above
 PL0430.which is a decimal equivalence of Year/Month/Day.
 PL0430
 PL0430.The orthometric height was determined by GPS observations and a
 PL0430.high-resolution geoid model.
 PL0430
 PL0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0430.GEOID18 height accuracy estimate available here.
 PL0430
 PL0430.Click photographs - Photos may exist for this station.
 PL0430
 PL0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0430
 PL0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0430
 PL0430.The ellipsoidal height was determined by GPS observations
 PL0430.and is referenced to NAD 83.
 PL0430
 PL0430. The following values were computed from the NAD 83(2011) position.
 PL0430
 PL0430;                    North         East     Units Scale Factor Converg.
 PL0430;SPC MI C     -   156,854.688 6,000,484.769   MT  0.99991972   +0 00 15.6
 PL0430;SPC MI C     -   514,615.12 19,686,629.82   iFT  0.99991972   +0 00 15.6
 PL0430;UTM  16      - 4,956,151.948   709,011.101   MT  1.00013723   +1 51 29.4
 PL0430
 PL0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0430!SPC MI C     -   0.99994318  x   0.99991972  =   0.99986290
 PL0430!UTM  16      -   0.99994318  x   1.00013723  =   1.00008040
 PL0430
 PL0430:                Primary Azimuth Mark                     Grid Az
 PL0430:SPC MI C     -  BALD HILL                                268 17 52.0
 PL0430:UTM  16      -  BALD HILL                                266 26 38.2
 PL0430
 PL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0901156151(NAD 83)
 PL0430
 PL0430|---------------------------------------------------------------------|
 PL0430| PID    Reference Object                     Distance      Geod. Az  |
 PL0430|                                                           dddmmss.s |
 PL0430| PL0429 ELK HILL FIRE LOOKOUT TWR            17.652 METERS 08338     |
 PL0430| CH1102 ELK HILL RM 2                        30.812 METERS 18941     |
 PL0430| CH1100 ELK HILL AZ MK                                     1945942.2 |
 PL0430| CH1103 ELK HILL RM 3                         9.605 METERS 21601     |
 PL0430| PL0433 BALD HILL                           APPROX.10.1 KM 2681807.6 |
 PL0430| CH1104 ELK HILL RM 4                         6.713 METERS 31417     |
 PL0430|---------------------------------------------------------------------|
 PL0430
 PL0430                          SUPERSEDED SURVEY CONTROL
 PL0430
 PL0430  NAD 83(2007)-  44 43 41.68696(N)    084 21 37.96903(W) AD(2002.00) 0
 PL0430  ELLIP H (02/10/07)  362.476  (m)                       GP(2002.00)    
 PL0430  ELLIP H (07/17/02)  362.453  (m)                       GP(       ) 4 1
 PL0430  NAD 83(1994)-  44 43 41.68691(N)    084 21 37.96931(W) AD(       ) 1
 PL0430  ELLIP H (02/03/97)  362.450  (m)                       GP(       ) 4 1
 PL0430  NAD 83(1986)-  44 43 41.67906(N)    084 21 37.97909(W) AD(       ) 1
 PL0430  NAD 27      -  44 43 41.62555(N)    084 21 37.91955(W) AD(       ) 1
 PL0430  NGVD 29             397.48   (m)         1304.1    (f) LEVELING    3  
 PL0430
 PL0430.Superseded values are not recommended for survey control.
 PL0430
 PL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0430.See file dsdata.pdf to determine how the superseded data were derived.
 PL0430
 PL0430_MARKER: DS = TRIANGULATION STATION DISK
 PL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0430_STAMPING: ELK HILL 1932
 PL0430_MARK LOGO: CGS
 PL0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0430+STABILITY: SURFACE MOTION
 PL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0430+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 PL0430
 PL0430  HISTORY     - Date     Condition        Report By
 PL0430  HISTORY     - 1932     MONUMENTED       CGS
 PL0430  HISTORY     - 1932     GOOD             CGS
 PL0430  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0430  HISTORY     - 1977     GOOD             NGS
 PL0430  HISTORY     - 1980     GOOD             MIDH
 PL0430  HISTORY     - 19910430 GOOD             USFS
 PL0430  HISTORY     - 20011205 GOOD             NGS
 PL0430
 PL0430                          STATION DESCRIPTION
 PL0430
 PL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0430'ABOUT 18 MILES EAST-NORTHEAST OF GRAYLING, ABOUT 20 MILES
 PL0430'NORTH-NORTHEAST OF ROSCOMMON, AND 14.70 METERS (48.2 FEET) WEST OF
 PL0430'CONCRETE FOUNDATION OF STEPS AT WEST CENTER OF ELK HILL FIRE LOOKOUT
 PL0430'TOWER.
 PL0430'
 PL0430'TO REACH FROM INTERSECTION OF MAIN STREET AND U.S. ROUTE 27 IN
 PL0430'GRAYLING, GO NORTHEAST 3/4 MILE ON MAIN STREET TO T-INTERSECTION, TURN
 PL0430'RIGHT, FOLLOW ROAD MARKED WITH STATE FOREST HEADQUARTERS SIGNS, TURN
 PL0430'LEFT AT 10.5 MILES AT SCHOOLHOUSE ON LEFT, TURN LEFT AT 12.2 MILES,
 PL0430'TURN RIGHT AT T-INTERSECTION AT 17.7 MILES, TAKE EXTREME LEFT FORK AT
 PL0430'18.1 MILES, TAKE RIGHT FORK AT 19.2 MILES, CONTINUE TO ROAD
 PL0430'INTERSECTION AT 20.9 MILES MARKED WITH SIGN TO FIRE TOWER, TURN LEFT
 PL0430'ONTO THIS ROAD, AND CONTINUE ABOUT 1 MILE TO STATION SITE AT FIRE
 PL0430'TOWER.
 PL0430'
 PL0430'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0430'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.  REFERENCE
 PL0430'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0430'
 PL0430'NO. 1 PROJECTS 2 INCHES, IS AT CENTER OF TOWER, AND 17.56 METERS (57.6
 PL0430'FEET) FROM STATION IN AZIMUTH 263 DEG 42 MIN.
 PL0430'
 PL0430'NO. 2 PROJECTS 5 INCHES, IS IN EDGE OF WOODS, 10 FEET SOUTHEAST OF
 PL0430'ROAD TO TOWER, 6 FEET NORTHWEST OF GROUP OF SMALL OAK TREES, AND
 PL0430'30.865 METERS (101.26 FEET) FROM STATION IN AZIMUTH 9 DEG 41 MIN. ELK
 PL0430'HILL, FIRE LOOKOUT TOWER IS 17.56 METERS (57.6 FEET) FROM STATION IN
 PL0430'AZIMUTH 263 DEG 42 MIN.
 PL0430
 PL0430                          STATION RECOVERY (1932)
 PL0430
 PL0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0430'RECOVERED IN GOOD CONDITION.
 PL0430
 PL0430                          STATION RECOVERY (1949)
 PL0430
 PL0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0430'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 PL0430'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED.  THE DISTANCE TO THE
 PL0430'REFERENCE MARKS DID NOT CHECK.  THE OLD DESCRIPTION IS ADEQUATE.  A
 PL0430'DESCRIPTION OF THE AZIMUTH MARK FOLLOWS.
 PL0430'
 PL0430'AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION.  IT IS 26 FEET EAST OF
 PL0430'THE CENTER OF A SAND ROAD, 16 FEET SOUTHEAST OF A TELEPHONE POLE AND 4
 PL0430'FEET WEST OF A 6 INCH OAK TREE.  THE MARK PROJECTS 5 INCHES AND THE
 PL0430'DISK IS STAMPED ELK HILL 1949 (NOTE 11A).
 PL0430'
 PL0430'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SAND ROAD FOR
 PL0430'0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PL0430'
 PL0430'DISTANCE AND DIRECTION TO REFERENCE MARKS, AZIMUTH MARK AND OBJECTS
 PL0430'V.G.
 PL0430'
 PL0430'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PL0430
 PL0430                          STATION RECOVERY (1977)
 PL0430
 PL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PL0430'STATION MARK AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE
 PL0430'MARK 2 WAS FOUND UPROOTED.  REFERENCE MARK 1 WAS NOT FOUND AND IT
 PL0430'WOULD FALL IN AN ENCLOSED AREA MARKED HIGH VOLTAGE, THE MARK COULD BE
 PL0430'UNDER A METAL BUILDING BUT PROBALLY IS DESTROYED.  REFERENCE MARKS 3
 PL0430'AND 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 PL0430'
 PL0430'THE STATION IS LOCATED ABOUT 18 MILES EAST OF GRAYLING, 1/2 MILE EAST
 PL0430'OF THE CRAWFORD-OSCODA COUNTY LINE AND AT A RED AND WHITE MICRO-WAVE
 PL0430'TOWER IN A WOODED AREA.  IT IS 53 FEET SOUTHWEST OF THE NORTHWEST
 PL0430'CORNER OF WIRE FENCE AROUND ENCLOSURE OF THE MICRO-WAVE TOWER, 28 FEET
 PL0430'WEST OF THE SOUTHWEST CORNER OF THE FENCE, 75 FEET NORTH OF POWER POLE
 PL0430'NO. L52/40 R, 23 FEET SOUTHEAST OF A METAL WITNESS POST, 32 FEET
 PL0430'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS
 PL0430'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK STAMPED ELK HILL
 PL0430'1932.
 PL0430'
 PL0430'REFERENCE MARK 3 IS 51.2 FEET NORTHWEST OF THE POWER POLE AND 1 FOOT
 PL0430'NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 PL0430'STAMPED ELK HILL 1932 NO 3 1977.
 PL0430'
 PL0430'REFERENCE MARK 4 IS 44 FEET WEST OF THE SOUTHWEST CORNER OF THE WIRE
 PL0430'FENCE ENCLOSURE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 PL0430'PROJECTS 2 INCHES AND THE DISK STAMPED ELK HILL 1932 NO 4 1977.
 PL0430'
 PL0430'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A SAND ROAD, AND
 PL0430'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 PL0430'AND THE DISK STAMPED ELK HILL 1949.
 PL0430'
 PL0430'TO REACH THE STATION FROM THE NORTHEAST EDGE OF GRAYLING AT THE
 PL0430'INTERSECTION OF INTERSTATE HIGHWAY 75 AND NORTH RIVER ROAD, GO EAST ON
 PL0430'NORTH RIVER ROAD FOR 9.2 MILES TO A CROSSROAD.  (SAND ROAD AHEAD,
 PL0430'WAKLEY ROAD TO THE SOUTH AT A GROCERY STORE IN THE SOUTHWEST ANGLE) GO
 PL0430'LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 7.2 MILES TO A SIDE ROAD LEFT.
 PL0430'(LOVELL ROAD).  CONTINUE AHEAD EAST FOR 2.3 MILES TO THE
 PL0430'CRAWFORD-OSCODA COUNTY LINE.  CONTINUE AHEAD FOR 0.5 MILE TO A SIDE
 PL0430'ROAD LEFT. TURN LEFT AND GO NORTH ON A SAND ROAD FOR 0.1 MILE TO THE
 PL0430'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.15 MILE TO THE
 PL0430'STATION AS DESCRIBED.
 PL0430'
 PL0430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES EAST OF
 PL0430'GRAYLING.
 PL0430'
 PL0430'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0430
 PL0430                          STATION RECOVERY (1980)
 PL0430
 PL0430'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0430'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 4 WERE FOUND IN GOOD
 PL0430'CONDITION.  WE HAVE NO DATA ON REFERENCE MARK 4 SET IN 1977.
 PL0430'REFERENCE MARK 1 WAS LOOKED FOR BUT NOT FOUND, THERE IS A MICROWAVE
 PL0430'TOWER WITH A SMALL BUILDING ENCLOSED WITH A HIGH CHAIN LINK FENCE OVER
 PL0430'THE LOCATION FOR REFERENCE MARK 1.  FOUND REFERENCE MARK 2 WITH THE
 PL0430'MONUMENT BROKEN AND THE DISK MISSING.  THE ELK HILL FIRE LOOKOUT TOWER
 PL0430'IS GONE.  THE DISTANCE AND DIRECTIONS WERE NOT MEASURED AT THIS TIME.
 PL0430'FOLLOWING IS A NEW TO REACH.
 PL0430'
 PL0430'TO REACH THE STATION FROM THE JUNCTION OF M72 AND M33 IN MIO, GO NORTH
 PL0430'ON M72 AND M33 4.7 MILES TO WHERE ROAD CURVES RIGHT, CONTINUE STRAIGHT
 PL0430'AHEAD 0.4 MILES TO COUNTY ROAD 608, TURN LEFT AND GO WEST 11.4 MILES
 PL0430'ON COUNTY ROAD 608 TO A TWO TRACK ROAD ON RIGHT, IN CLEARING FOR POWER
 PL0430'LINE, TURN RIGHT AND GO NORTHEAST 0.25 MILES ON TWO TRACK TO THE
 PL0430'STATION AS DESCRIBED.
 PL0430
 PL0430                          STATION RECOVERY (1991)
 PL0430
 PL0430'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0430'FROM THE INTERSECTION OF M-33 AND M-72 IN DOWNTOWN MIO PROCEED NORTH
 PL0430'ON M-33 ALSO KNOWN AS MOUNT TOM ROAD, 5.0 MI (8.0 KM) TO COUNTY ROAD
 PL0430'608 ALSO KNOWN AS MILLER ROAD, DOWN RIVER ROAD AND F-32, TURN WEST AND
 PL0430'GO 11.4 MI (18.3 KM) TO A GRAVEL ROAD HEADING NORTH TO THE RADIO
 PL0430'TOWER, TURN NORTH AND GO 0.26 MI (0.42 KM) TO STATION ON LEFT,
 PL0430'APPROXIMATELY 80 FEET WEST OF CENTRAL MICHIGAN UNIVERSITY RADIO TOWER,
 PL0430'1 FT (0.3 M) EAST OF A FIBERGLASS SURVEY MARKER POST, MAP POSITION IS
 PL0430'NEAR THE CENTER-SOUTH 1/16 CORNER OF SECTION 18 T27N R1E.  SINCE THE
 PL0430'ORIGINAL DESCRIPTION IN 1932 THE FIRE TOWER HAS BEEN REMOVED.  THE
 PL0430'SURFACE MARK PROTRUDES 4 INCHES ABOVE THE GROUND, IS A 12 INCH SQUARE
 PL0430'CONCRETE MONUMENT WITH 3 1/2 INCH BRASS DISK. THE CONCRETE AROUND THE
 PL0430'SURFACE MARK IS IN GOOD CONDITION, WITH CHIPS OUT OF TWO CORNERS.
 PL0430
 PL0430                          STATION RECOVERY (2001)
 PL0430
 PL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0826 ***********************************************************************
 QK0826  DESIGNATION -  ELLSWORTH
 QK0826  PID         -  QK0826
 QK0826  STATE/COUNTY-  MI/ANTRIM
 QK0826  COUNTRY     -  US
 QK0826  USGS QUAD   -  ATWOOD (2017)
 QK0826
 QK0826                         *CURRENT SURVEY CONTROL
 QK0826  ______________________________________________________________________
 QK0826* NAD 83(1994) POSITION- 45 09 22.69063(N) 085 15 46.32563(W)   ADJUSTED
 QK0826* NAVD 88 ORTHO HEIGHT -   273.19  (+/-2cm)      896.3   (feet) VERTCON3
 QK0826  ______________________________________________________________________
 QK0826  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 QK0826  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 QK0826  HORZ ORDER      -  FIRST
 QK0826  VERT ORDER      -  THIRD ? (See Below)
 QK0826
 QK0826.The horizontal coordinates were established by classical geodetic methods
 QK0826.and adjusted by the National Geodetic Survey in February 1997.
 QK0826
 QK0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0826
 QK0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0826.GEOID18 height accuracy estimate available here.
 QK0826
 QK0826.The vertical order pertains to the NGVD 29 superseded value.
 QK0826
 QK0826.Click photographs - Photos may exist for this station.
 QK0826
 QK0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0826
 QK0826. The following values were computed from the NAD 83(1994) position.
 QK0826
 QK0826;                    North         East     Units Scale Factor Converg.
 QK0826;SPC MI C     -   204,810.147 5,929,536.828   MT  0.99991960   -0 37 59.1
 QK0826;SPC MI C     -   671,949.30 19,453,860.98   iFT  0.99991960   -0 37 59.1
 QK0826;UTM  16      - 5,001,781.734   636,539.717   MT  0.99982923   +1 13 54.7
 QK0826
 QK0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0826!SPC MI C     -   0.99996263  x   0.99991960  =   0.99988223
 QK0826!UTM  16      -   0.99996263  x   0.99982923  =   0.99979186
 QK0826
 QK0826:                Primary Azimuth Mark                     Grid Az
 QK0826:SPC MI C     -  ELLSWORTH AZ MK                          174 23 35.6
 QK0826:UTM  16      -  ELLSWORTH AZ MK                          172 31 41.8
 QK0826
 QK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3653901781(NAD 83)
 QK0826
 QK0826|---------------------------------------------------------------------|
 QK0826| PID    Reference Object                     Distance      Geod. Az  |
 QK0826|                                                           dddmmss.s |
 QK0826| CH1108 ELLSWORTH RM 3                       24.269 METERS 12742     |
 QK0826| CH1105 ELLSWORTH AZ MK                                    1734536.5 |
 QK0826| CH1106 ELLSWORTH RM 1                                     21049     |
 QK0826| CH1107 ELLSWORTH RM 2                       19.752 METERS 33330     |
 QK0826|---------------------------------------------------------------------|
 QK0826
 QK0826                          SUPERSEDED SURVEY CONTROL
 QK0826
 QK0826  NAD 83(1986)-  45 09 22.68767(N)    085 15 46.32576(W) AD(       ) 1
 QK0826  NAD 27      -  45 09 22.67500(N)    085 15 46.08200(W) AD(       ) 1
 QK0826  NGVD 29             273.28   (m)          896.6    (f) LEVELING    3  
 QK0826
 QK0826.Superseded values are not recommended for survey control.
 QK0826
 QK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0826.See file dsdata.pdf to determine how the superseded data were derived.
 QK0826
 QK0826_MARKER: DS = TRIANGULATION STATION DISK
 QK0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0826_STAMPING: ELLSWORTH 1931
 QK0826_MARK LOGO: CGS
 QK0826_PROJECTION: RECESSED 15 CENTIMETERS
 QK0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0826+STABILITY: SURFACE MOTION
 QK0826
 QK0826  HISTORY     - Date     Condition        Report By
 QK0826  HISTORY     - 1931     MONUMENTED       CGS
 QK0826  HISTORY     - 1956     GOOD             CGS
 QK0826  HISTORY     - 1981     GOOD             LOCENG
 QK0826  HISTORY     - 1982     GOOD             MIDH
 QK0826  HISTORY     - 19920902 GOOD             USPSQD
 QK0826  HISTORY     - 20010801 GOOD             NGS
 QK0826
 QK0826                          STATION DESCRIPTION
 QK0826
 QK0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0826'ABOUT 2 MILES SOUTH BY WEST OF ELLSWORTH, ABOUT 1/2 MILE SOUTHEAST OF
 QK0826'EATON LAKE, IN SEC, 21, T. 32 N., R.  8 W., ON LAND OWNED BY HERMAN
 QK0826'VAN STEDUN, IN WOODED AREA JUST ACROSS ROAD FROM AND EAST OF HOUSE
 QK0826'OWNED BY JEAN BEST, 98 METERS (321 FEET) EAST OF NORTH-AND-SOUTH ROAD,
 QK0826'3 METERS (10 FEET) EAST OF NORTH-AND-SOUTH FENCE LINE, AND IN WEST
 QK0826'EDGE OF WOODS.
 QK0826'
 QK0826'TO REACH FROM ATWOOD, LITTLE VILLAGE ON U.S. ROUTE 31, FOLLOW THAT
 QK0826'ROUTE NORTH 0.4 MILE TO GRAVEL ROAD LEADING RIGHT, FOLLOW GRAVEL ROAD
 QK0826'4.1 MILES TO CROSSROADS, TURN RIGHT AND GO 1.5 MILES TO ANOTHER
 QK0826'CROSSROADS, KEEP STRAIGHT AHEAD HERE AND GO 0.4 MILE TO STATION.
 QK0826'
 QK0826'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 QK0826'UPPER MARK IS 4 INCHES BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE
 QK0826'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 QK0826'NORTH-AND- SOUTH FENCE LINE, ON EAST SIDE OF NORTH-AND-SOUTH ROAD, 3
 QK0826'METERS (10 FEET) EAST OF CENTER LINE OF ROAD, AND APPROXIMATELY 300
 QK0826'METERS (984 FEET) FROM STATION IN AZIMUTH 30 DEG 49 MIN 08 SEC.  NO. 2
 QK0826'IS IN SECOND NORTH-AND-SOUTH FENCE LINE EAST OF THE ROAD, AND 19.63
 QK0826'METERS (64.4 FEET) FROM STATION IN AZIMUTH 153 DEG 30 MIN.
 QK0826
 QK0826                          STATION RECOVERY (1956)
 QK0826
 QK0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0826'THE STATION AND REFERENCE MARK 2 RECOVERED AND FOUND IN GOOD
 QK0826'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED AND A NEW REFERENCE
 QK0826'MARK 3 AND AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  THE
 QK0826'DISTANCE TO REFERENCE MARK 2 FAILED TO CHECK BY 0.40 FOOT.
 QK0826'
 QK0826'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QK0826'
 QK0826'THE STATION IS LOCATED ABOUT 7 MILES WEST OF EAST JORDAN, 6 MILES
 QK0826'NORTH OF CENTRAL LAKE AND 1.5 MILES SOUTHWEST OF ELLSWORTH, ON THE
 QK0826'NORTH END OF A WOODED RIDGE, BETWEEN A CULTIVATED FIELD AND WOODED
 QK0826'AREA, ON LAND OWNED BY MR. HERMAN VAN STEDUN.  IT IS 0.05 MILE EAST OF
 QK0826'A NORTH-SOUTH TRACK ROAD, 13 FEET EAST OF A FENCE LINE AND 8 FEET
 QK0826'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS SET 6 INCHES
 QK0826'UNDERGROUND AND THE DISK IS STAMPED ELLSWORTH 1931.
 QK0826'
 QK0826'TO REACH THE STATION FROM THE MAIN CROSS STREETS (AT TRAFFIC LIGHT) IN
 QK0826'ELLSWORTH, GO SOUTH FOR 0.1 MILE TO A SIDE STREET RIGHT (ESSEX RD).
 QK0826'TURN RIGHT AND GO WEST ON ESSEX ROAD FOR 0.05 MILE TO A
 QK0826'T-INTERSECTION.  TURN LEFT AND FOLLOW WINDING BLACKTOPPED ROAD SOUTH
 QK0826'AND WEST FOR 0.9 MILE TO A GRAVELED SIDE ROAD RIGHT AND A TRACK ROAD
 QK0826'LEFT.  TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.4 MILE TO TOP OF
 QK0826'RIDGE (OLD FARM BUILDINGS ON THE RIGHT).  TURN LEFT AND GO EAST ACROSS
 QK0826'A CULTIVATED FIELD FOR 0.05 MILE TO EDGE OF WOODS AND STATION AS
 QK0826'DESCRIBED.
 QK0826'
 QK0826'REFERENCE MARK 2 IS 67.5 FEET NORTH OF THE WHITE WITNESS POST AND 2.5
 QK0826'FEET EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE
 QK0826'DISK IS STAMPED ELLSWORTH NO 2 1931.
 QK0826'
 QK0826'REFERENCE MARK 3 IS 82 FEET SOUTHEAST OF THE WHITE WITNESS POST AND 60
 QK0826'FEET EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2
 QK0826'INCHES AND THE DISK IS STAMPED ELLSWORTH NO 3 1931.
 QK0826'
 QK0826'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 QK0826'BLACKTOPPED FEET EAST OF A WHITE WITNESS POST, SET ON THE NORTH
 QK0826'HIGHWAY RIGHT-OF-WAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0826'ELLSWORTH 1956.
 QK0826'
 QK0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO TRACK ROAD.
 QK0826'TURN LEFT AND GO SOUTH FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO
 QK0826'EAST FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 QK0826'
 QK0826'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0826
 QK0826                          STATION RECOVERY (1981)
 QK0826
 QK0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LRF)
 QK0826'ELLSWORTH 1931 RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH NO 2 1931 (R.M. 2) RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH NO 3 1931 (R.M. 3) RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH 1956 (AZIMUTH MARK) RECOVERED EXCELLENT.  DISTANCE FROM
 QK0826'STATION = 3109.27 FT.
 QK0826'
 QK0826'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTHWEST OF
 QK0826'ELLSWORTH.
 QK0826
 QK0826                          STATION RECOVERY (1982)
 QK0826
 QK0826'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982 (TJB)
 QK0826'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NOT SEARCHED FOR
 QK0826'
 QK0826'THE SECTION IN ORIGINAL DESCRIPTION STATES SECTION 21.  THIS SHOULD
 QK0826'READ SECTION 23.
 QK0826
 QK0826                          STATION RECOVERY (1992)
 QK0826
 QK0826'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 QK0826'RECOVERED IN GOOD CONDITION.
 QK0826
 QK0826                          STATION RECOVERY (2001)
 QK0826
 QK0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0826'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1595 ***********************************************************************
 RL1595  DESIGNATION -  ELM
 RL1595  PID         -  RL1595
 RL1595  STATE/COUNTY-  MI/HOUGHTON
 RL1595  COUNTRY     -  US
 RL1595  USGS QUAD   -  DONKEN (2017)
 RL1595
 RL1595                         *CURRENT SURVEY CONTROL
 RL1595  ______________________________________________________________________
 RL1595* NAD 83(1994) POSITION- 46 55 27.09726(N) 088 50 21.54919(W)   ADJUSTED
 RL1595* NAVD 88 ORTHO HEIGHT -   466.    (meters)     1529.    (feet) SCALED
 RL1595  ______________________________________________________________________
 RL1595  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 RL1595  LAPLACE CORR    -        -12.88  (seconds)                    DEFLEC18
 RL1595  HORZ ORDER      -  FIRST
 RL1595
 RL1595.The horizontal coordinates were established by classical geodetic methods
 RL1595.and adjusted by the National Geodetic Survey in February 1997.
 RL1595
 RL1595.The orthometric height was scaled from a topographic map.
 RL1595
 RL1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1595.GEOID18 height accuracy estimate available here.
 RL1595
 RL1595.Click photographs - Photos may exist for this station.
 RL1595
 RL1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1595
 RL1595. The following values were computed from the NAD 83(1994) position.
 RL1595
 RL1595;                    North         East     Units Scale Factor Converg.
 RL1595;SPC MI N     -   239,575.728 7,859,928.470   MT  0.99996505   -1 19 46.0
 RL1595;SPC MI N     -   786,009.61 25,787,166.90   iFT  0.99996505   -1 19 46.0
 RL1595;UTM  16      - 5,198,382.161   359,968.622   MT  0.99984101   -1 20 37.5
 RL1595
 RL1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1595!SPC MI N     -   0.99993209  x   0.99996505  =   0.99989714
 RL1595!UTM  16      -   0.99993209  x   0.99984101  =   0.99977311
 RL1595
 RL1595:                Primary Azimuth Mark                     Grid Az
 RL1595:SPC MI N     -  WHEAL KATE 2                             040 32 07.3
 RL1595:UTM  16      -  WHEAL KATE 2                             040 32 58.8
 RL1595
 RL1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5996898382(NAD 83)
 RL1595
 RL1595|---------------------------------------------------------------------|
 RL1595| PID    Reference Object                     Distance      Geod. Az  |
 RL1595|                                                           dddmmss.s |
 RL1595| RL1596 TT 12 C                               8.016 METERS 01356     |
 RL1595| SG0233 WHEAL KATE 2                        APPROX.21.3 KM 0391221.3 |
 RL1595| CJ2473 ELM RM 1                             17.656 METERS 05210     |
 RL1595| CJ2474 ELM RM 2                             16.337 METERS 31807     |
 RL1595|---------------------------------------------------------------------|
 RL1595
 RL1595                          SUPERSEDED SURVEY CONTROL
 RL1595
 RL1595  NAD 83(1986)-  46 55 27.09531(N)    088 50 21.53143(W) AD(       ) 1
 RL1595  NAD 27      -  46 55 27.33900(N)    088 50 21.05800(W) AD(       ) 1
 RL1595
 RL1595.Superseded values are not recommended for survey control.
 RL1595
 RL1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1595.See file dsdata.pdf to determine how the superseded data were derived.
 RL1595
 RL1595_MARKER: DS = TRIANGULATION STATION DISK
 RL1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1595_STAMPING: ELM 1939
 RL1595_MARK LOGO: CGS
 RL1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1595+STABILITY: SURFACE MOTION
 RL1595
 RL1595  HISTORY     - Date     Condition        Report By
 RL1595  HISTORY     - 1939     MONUMENTED       CGS
 RL1595  HISTORY     - 1977     GOOD             NGS
 RL1595  HISTORY     - 20041005 POOR             GEOCAC
 RL1595
 RL1595                          STATION DESCRIPTION
 RL1595
 RL1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1595'EIGHT MILES SOUTHWEST OF TOIVOLA, 2 MILES NORTH OF STATE
 RL1595'HIGHWAY 26, IN THE SOUTH SIDE OF SEC. 2, T. 52 N., R. 36 W.,
 RL1595'AND JUST SOUTH OF THE MICHIGAN CONSERVATION DEPARTMENT LOOKOUT
 RL1595'TOWER ELM RIVER.  STATION MARK IS 14 FEET SOUTH OF THE SOUTHWEST
 RL1595'LEG AND 21 FEET WEST-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 RL1595'LOOKOUT TOWER, AND 12 FEET SOUTH-SOUTHWEST OF THE STEPS TO
 RL1595'THE SAME TOWER.  IT IS STAMPED ELM 1939 AND PROJECTS 6 INCHES
 RL1595'ABOVE THE GROUND.
 RL1595'
 RL1595'TO REACH FROM THE RAILROAD STATION IN TOIVOLA, GO SOUTH AND
 RL1595'WEST ON STATE HIGHWAY 26 FOR 6.85 MILES TO A SIDE ROAD
 RL1595'TO THE RIGHT, JUST EAST OF A GUARD RAIL, TURN RIGHT (NORTH)
 RL1595'AND FOLLOW THE GRAVEL ROAD NORTH AND EAST FOR 1.05 MILES
 RL1595'TO A ROAD TO THE RIGHT AND A SIGN FOREST FIRE TOWER, MICHIGAN
 RL1595'CONSERVATION DEPARTMENT, TURN RIGHT AND FOLLOW THE ROAD NORTH
 RL1595'AND WEST, THROUGH GATE AND ACROSS A PASTURE, FOR 0.2 MILE TO A
 RL1595'PATH AND A TELEPHONE LINE LEADING TO THE NORTH.  THIS IS THE
 RL1595'END OF THE TRUCK TRAVEL.  TURN RIGHT AND FOLLOW A
 RL1595'WELL-DEFINED PATH ALONG THE TELEPHONE LINE UP THE HILL FOR
 RL1595'APPROXIMATELY 775 YARDS TO THE TOP OF THE HILL, THE
 RL1595'LOOKING TOWER, AND THE STATION.
 RL1595'
 RL1595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1595'BRONZE DISKS SET IN CONCRETE.
 RL1595'
 RL1595'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 27 FEET EAST
 RL1595'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 35 FEET NORTHEAST
 RL1595'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, STAMPED ELM NO 1
 RL1595'1939 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 41 FEET
 RL1595'NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 31 FEET
 RL1595'WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, STAMPED ELM
 RL1595'NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 13 FEET WEST
 RL1595'OF THE CENTER LINE OF THE ROAD LEADING TO THE STATION, 23 FEET
 RL1595'SOUTH OF A TELEPHONE POLE AND 64 FEET SOUTHEAST OF THE GATE,
 RL1595'STAMPED ELM 1939 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'TT 12 C 1938 (U.S.G.S.) ELM RIVER LOOKOUT TOWER IS
 RL1595'NORTH-NORTHEAST OF THE STATION AND APPROXIMATELY AT THE
 RL1595'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RL1595'
 RL1595'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 RL1595'
 RL1595'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RL1595
 RL1595                          STATION RECOVERY (1977)
 RL1595
 RL1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1595'STATION MARK, REFERENCE MARKS 1 AND 2, AND TT 12C USGS 1939 RECOVERED
 RL1595'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE ROAD IN
 RL1595'THE AREA OF THE AZIMUTH MARK HAS BEEN CHANGED MAKING IT DIFFICULT
 RL1595'TO PIN THE LOCATION DOWN.  THE FIRE TOWER IS NOW GONE LEAVING ONLY
 RL1595'THE FOUNDATIONS.
 RL1595'
 RL1595'TO REACH THE STATION FROM THE SMALL VILLAGE OF DONKEN, ABOUT 10 MILES
 RL1595'SOUTHWEST OF PAINESDALE, GO SOUTHWEST ON STATE HIGHWAY 26 FOR 2.1
 RL1595'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON WOODS ROAD
 RL1595'FOR 0.5 MILE, THENCE LEFT, SW FOR 0.25 MILE TO A TRACK ROAD RIGHT.
 RL1595'TURN RIGHT, CROSSING SWAMP, FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK
 RL1595'AND FOLLOW TRACK ROAD NORTHWESTERLY UP HILL FOR 0.45 MILE TO TOP
 RL1595'OF HILL AND STATION.
 RL1595'
 RL1595'STATION MARK IS 14 FEET SOUTH OF THE SW FOUNDATION AND 21 FEET WSW
 RL1595'OF THE SE FOUNDATION FOR THE OLD FIRE TOWER.  THE MARK PROJECTS 4
 RL1595'INCHES AND THE DISK IS STAMPED ELM 1939.
 RL1595'
 RL1595'REFERENCE MARK 1 IS 27 FEET EAST OF NE FOUNDATION AND 35 FEET NE OF
 RL1595'THE SE FOUNDATION OF FIRE TOWER.  THE MARK PROJECTS 5 INCHES AND THE
 RL1595'DISK IS STAMPED ELM NO 1 1939.
 RL1595'
 RL1595'REFERENCE MARK 2 IS 41 FEET NW OF THE SW FOUNDATION AND 31 FEET WEST
 RL1595'OF NW FOUNDATION OF FIRE TOWER.  THE MARK PROJECTS 4 INCHES AND THE
 RL1595'DISK IS STAMPED ELM NO 2 1939.
 RL1595'
 RL1595'TT 12C USGS IS A USGS DISK STAMPED TT 12C 1938 AND SET IN ROCK
 RL1595'OUTCROP IN THE APPROXIMATE CENTER OF THE FOUNDATIONS FOR THE OLD FIRE
 RL1595'LOOKOUT TOWER.
 RL1595'
 RL1595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 RL1595'OF TOIVOLA.
 RL1595
 RL1595                          STATION RECOVERY (2004)
 RL1595
 RL1595'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1595'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND UPROOTED
 RL1595'FROM THE GROUND. THE SURVEY DISKS WERE NOT FOUND, TOPS OF POST HAVE
 RL1595'BEEN HIT BY A SKIDDER AND AREA IS TORN UP. THE UNDERGROUND MARK SHOULD
 RL1595'BE OK.
 RL1595'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION AND A METAL POST WAS
 RL1595'SET 1 FT EAST.
 RL1595'TT 12 C USGS WAS NOT FOUND AT THIS TIME, LIKELY COVERED OVER DUE TO
 RL1595'THE LOGGING ACTIVITY IN THE AREA.
 RL1595'DONKEN, 2.1 MILES SW ALONG M-26 TO ELM TOWER ROAD, THENCE 0.8 MILES
 RL1595'NW'LY ALONG WELL TRAVELED ROAD CROSSING MARSH AT 0.75 MILE TO WOODS
 RL1595'TRAIL LEFT, TURN LEFT INTO SMALL CLEARING AND FOLLOW TRACK ROAD 0.45
 RL1595'MILE TO THE TOP OF THE HILL (PASSING A FENCE ENCLOSURE ON RIGHT) AT
 RL1595'0.35 MILE (LAST 0.1 MILE 4X4 NEEDED).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2706 ***********************************************************************
 DP2706  DESIGNATION -  ELMERS
 DP2706  PID         -  DP2706
 DP2706  STATE/COUNTY-  MI/MECOSTA
 DP2706  COUNTRY     -  US
 DP2706  USGS QUAD   -  BIG RAPIDS (2017)
 DP2706
 DP2706                         *CURRENT SURVEY CONTROL
 DP2706  ______________________________________________________________________
 DP2706* NAD 83(2011) POSITION- 43 41 11.29624(N) 085 28 43.83478(W)   ADJUSTED
 DP2706* NAD 83(2011) ELLIP HT-   256.268 (meters)        (05/15/14)   ADJUSTED
 DP2706* NAD 83(2011) EPOCH   -  2010.00
 DP2706* NAVD 88 ORTHO HEIGHT -   289.2   (meters)      949.    (feet) GPS OBS
 DP2706  ______________________________________________________________________
 DP2706  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2706  GEOID HEIGHT    -        -32.900 (meters)                     GEOID12A
 DP2706  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 DP2706  NAD 83(2011) X  -    364,165.326 (meters)                     COMP
 DP2706  NAD 83(2011) Y  - -4,605,416.625 (meters)                     COMP
 DP2706  NAD 83(2011) Z  -  4,383,143.664 (meters)                     COMP
 DP2706  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 DP2706
 DP2706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2706  Standards:
 DP2706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2706  -------------------------------------------------------------------
 DP2706  NETWORK    0.81   2.21           0.37   0.28   1.13     -0.01675345
 DP2706  -------------------------------------------------------------------
 DP2706  Click here for local accuracies and other accuracy information.
 DP2706
 DP2706.The horizontal coordinates were established by GPS observations
 DP2706.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2706
 DP2706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2706.been affixed to the stable North American tectonic plate. See 
 DP2706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2706
 DP2706.The horizontal coordinates are valid at the epoch date displayed above
 DP2706.which is a decimal equivalence of Year/Month/Day.
 DP2706
 DP2706.The orthometric height was determined by GPS observations and a
 DP2706.high-resolution geoid model.
 DP2706
 DP2706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2706.GEOID18 height accuracy estimate available here.
 DP2706
 DP2706.Click photographs - Photos may exist for this station.
 DP2706
 DP2706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2706
 DP2706.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2706
 DP2706.The ellipsoidal height was determined by GPS observations
 DP2706.and is referenced to NAD 83.
 DP2706
 DP2706. The following values were computed from the NAD 83(2011) position.
 DP2706
 DP2706;                    North         East     Units Scale Factor Converg.
 DP2706;SPC MI S     -   243,471.175 3,910,330.351   MT  1.00000479   -0 45 24.7
 DP2706;SPC MI S     -   798,789.94 12,829,167.82   iFT  1.00000479   -0 45 24.7
 DP2706;UTM  16      - 4,838,175.076   622,598.481   MT  0.99978487   +1 03 02.9
 DP2706
 DP2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2706!SPC MI S     -   0.99995982  x   1.00000479  =   0.99996461
 DP2706!UTM  16      -   0.99995982  x   0.99978487  =   0.99974469
 DP2706
 DP2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2259838175(NAD 83)
 DP2706
 DP2706                          SUPERSEDED SURVEY CONTROL
 DP2706
 DP2706.No superseded survey control is available for this station.
 DP2706
 DP2706_MARKER: Z = SEE DESCRIPTION
 DP2706_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2706_STAMPING: ELMERS
 DP2706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2706+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2014
 DP2706
 DP2706  HISTORY     - Date     Condition        Report By
 DP2706  HISTORY     - UNK      MONUMENTED       FERSU
 DP2706  HISTORY     - 20140129 GOOD             FERSU
 DP2706
 DP2706                          STATION DESCRIPTION
 DP2706
 DP2706'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2706'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2706'MI, MECOSTA COUNTY ABOUT 6.1 MI (9.8 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2706'KM) WEST OF RODNEY AND 7.6 MI (12.2 KM) NORTH OF STANWOOD.
 DP2706'
 DP2706'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2706'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2706'NORTHLAND DRIVE TO THE RIGHT.  TURN RIGHT ON NORTHLAND DRIVE AND GO
 DP2706'SOUTH FOR 0.34 MI (0.5 KM) TO SOUTH STREET ON THE LEFT.  TURN LEFT
 DP2706'ONTO SOUTH STREET AND GO EAST FOR 0.25 MI (0.4 KM) TO STADIUM DRIVE ON
 DP2706'THE LEFT AND IVES STREET STRAIGHT AHEAD.  GO STRAIGHT ONTO IVES STREET
 DP2706'AND GO EAST THEN NORTH FOR 0.23 MI (0.4 KM) TO A LARGE PARKING LOT ON
 DP2706'THE LEFT.  TURN INTO THE PARKING LOT AND GO WEST FOR 256 FT (78.0 M)
 DP2706'TO THE EDGE OF THE PARKING LOT AND A NORTH-SOUTH RUNNING SIDEWALK.
 DP2706'WALK NORTH 93 FT (28.3 M) ON THE SIDEWALK TO A SIDEWALK ON THE LEFT.
 DP2706'TURN LEFT ONTO THE SIDEWALK AND WALK WESTERLY FOR 111 FT (33.8 M) TO A
 DP2706'SIDEWALK ON THE LEFT.  TURN LEFT ONTO THE SIDEWALK AND WALK SOUTHERLY
 DP2706'FOR 73 FT (22.3 M) TO THE STATION IN THE EAST EDGE OF THE SIDEWALK.
 DP2706'
 DP2706'THE STATION IS 36.5 FT (11.1 M) NORTH 19 WEST FROM THE CENTER OF A
 DP2706'MANHOLE, 26.7 FT (8.1 M) NORTH 89 EAST FROM THE CENTER OF A MANHOLE,
 DP2706'24.8 FT (7.6 M) SOUTH 35 EAST FROM THE SOUTHEAST CORNER OF JOHNSON
 DP2706'HALL, 38.2 FT (11.6 M) NORTH 80 EAST FROM THE EASTERLY FACE OF A 10
 DP2706'INCH (25 CM) RED PINE TREE.  THE STATION IS A 1 INCH (3 CM) BRASS CAP
 DP2706'RECOVERED AND DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0685 ***********************************************************************
 QK0685  DESIGNATION -  ELMIRA
 QK0685  PID         -  QK0685
 QK0685  STATE/COUNTY-  MI/ANTRIM
 QK0685  COUNTRY     -  US
 QK0685  USGS QUAD   -  DEADMANS HILL (2017)
 QK0685
 QK0685                         *CURRENT SURVEY CONTROL
 QK0685  ______________________________________________________________________
 QK0685* NAD 83(1994) POSITION- 45 01 30.52634(N) 084 53 05.36725(W)   ADJUSTED
 QK0685* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 QK0685  ______________________________________________________________________
 QK0685  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 QK0685  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 QK0685  HORZ ORDER      -  FIRST
 QK0685
 QK0685.The horizontal coordinates were established by classical geodetic methods
 QK0685.and adjusted by the National Geodetic Survey in February 1997.
 QK0685
 QK0685.The orthometric height was scaled from a topographic map.
 QK0685
 QK0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0685.GEOID18 height accuracy estimate available here.
 QK0685
 QK0685.Click photographs - Photos may exist for this station.
 QK0685
 QK0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0685
 QK0685. The following values were computed from the NAD 83(1994) position.
 QK0685
 QK0685;                    North         East     Units Scale Factor Converg.
 QK0685;SPC MI C     -   189,976.592 5,959,166.591   MT  0.99991372   -0 21 57.7
 QK0685;SPC MI C     -   623,282.78 19,551,071.49   iFT  0.99991372   -0 21 57.7
 QK0685;UTM  16      - 4,987,920.215   666,635.291   MT  0.99994144   +1 29 48.0
 QK0685
 QK0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0685!SPC MI C     -   0.99993662  x   0.99991372  =   0.99985034
 QK0685!UTM  16      -   0.99993662  x   0.99994144  =   0.99987806
 QK0685
 QK0685:                Primary Azimuth Mark                     Grid Az
 QK0685:SPC MI C     -  HUDSON RESET                             033 07 50.3
 QK0685:UTM  16      -  HUDSON RESET                             031 16 04.6
 QK0685
 QK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6663587920(NAD 83)
 QK0685
 QK0685|---------------------------------------------------------------------|
 QK0685| PID    Reference Object                     Distance      Geod. Az  |
 QK0685|                                                           dddmmss.s |
 QK0685| QK0679 HUDSON RESET                        APPROX.19.3 KM 0324552.6 |
 QK0685| CH1109 ELMIRA RM 1                          25.344 METERS 23205     |
 QK0685| CH1110 ELMIRA RM 2                          21.001 METERS 29646     |
 QK0685|---------------------------------------------------------------------|
 QK0685
 QK0685                          SUPERSEDED SURVEY CONTROL
 QK0685
 QK0685  NAD 83(1986)-  45 01 30.52114(N)    084 53 05.37200(W) AD(       ) 1
 QK0685  NAD 27      -  45 01 30.48600(N)    084 53 05.22100(W) AD(       ) 1
 QK0685
 QK0685.Superseded values are not recommended for survey control.
 QK0685
 QK0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0685.See file dsdata.pdf to determine how the superseded data were derived.
 QK0685
 QK0685_MARKER: DS = TRIANGULATION STATION DISK
 QK0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0685_STAMPING: ELMIRA 1932
 QK0685_MARK LOGO: CGS
 QK0685_PROJECTION: FLUSH
 QK0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0685+STABILITY: SURFACE MOTION
 QK0685
 QK0685  HISTORY     - Date     Condition        Report By
 QK0685  HISTORY     - 1932     MONUMENTED       CGS
 QK0685  HISTORY     - 1956     GOOD             CGS
 QK0685  HISTORY     - 1980     MARK NOT FOUND   MIDH
 QK0685  HISTORY     - 19950720 MARK NOT FOUND   USPSQD
 QK0685
 QK0685                          STATION DESCRIPTION
 QK0685
 QK0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0685'ABOUT 13 MILES SOUTHWEST OF GAYLORD, 5 MILES NORTHEAST OF ALBA, 2-1/2
 QK0685'MILES SOUTH-SOUTHWEST OF ELMIRE, NEAR HIGHEST POINT OF TIMBERED RIDGE
 QK0685'OWNED BY F.A. MANGLOS, INSIDE OF TRIANGLE FORMED BY THREE BLAZED
 QK0685'TREES, 12 FEET EAST OF LARGE TRIANGULAR BLAZE ON 18-INCH MAPLE TREE,
 QK0685'24 FEET NORTHWEST OF LARGE TRIANGULAR BLAZE ON 24-INCH ELM TREE, AND
 QK0685'14 FEET SOUTH OF LARGE TRIANGULAR BLAZE ON 18-INCH BEECH TREE.
 QK0685'
 QK0685'TO REACH FROM GAYLORD, GO WEST ABOUT 4-1/2 MILES TO POINT WHERE ROUTE
 QK0685'M-32 SWINGS RIGHT AND COUNTRY ROAD 620 CONTINUES STRAIGHT AHEAD,
 QK0685'CONTINUE 4.5 MILES ON COUNTRY ROAD 620 TO FOUR-CORNER INTERSECTION.
 QK0685'TURN RIGHT (WEST), GO 1.0 MILE TO POINT WHERE ROAD TURNS SOUTH AT
 QK0685'PLANK GATE ON RIGHT, GO THROUGH GATE, CONTINUE 0.5 MILE ON WOODS ROAD,
 QK0685'FOLLOW LEFTHAND FORK 0.2 MILE, TAKE LEFT-HAND FORK, CONTINUE 0.3 MILE
 QK0685'ON MAIN-TRAVELED WOOD ROAD TO LOG CABIN ON RIGHT-HAND SIDE OF ROAD,
 QK0685'CONTINUE 0.1 MILE TO FORK, FOLLOW RIGHT-HAND FORK ABOUT 1/4 MILE TO
 QK0685'ITS END AT BARBED-WIRE FENCE, TURN RIGHT, AND FOLLOW NEWLY CLEARED
 QK0685'ROADWAY ALONG FENCE 0.1 MILE TO POINT WHERE ROAD GOES THROUGH FENCE
 QK0685'AND END OF TRUCK TRAVEL.  CROSS FENCE, AND FOLLOW ROAD NORTH AND EAST
 QK0685'TO STATION SITE.
 QK0685'
 QK0685'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 QK0685'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 QK0685'REFERENCE MARKS ARE STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A,
 QK0685'FLUSH WITH SURFACE.
 QK0685'
 QK0685'NO. 1 IS 83.15 FEET FROM STATION IN AZIMUTH 52 DEG 05 MIN.
 QK0685'
 QK0685'NO 2 IS 68.90 FEET FROM STATION IN AZIMUTH 116 DEG 46 MIN.
 QK0685
 QK0685                          STATION RECOVERY (1956)
 QK0685
 QK0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0685'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 QK0685'GOOD CONDITION.  THE LARGE TIMBER ON THE HILL HAS BEEN OUT OFF, AND
 QK0685'THE HILL HAS GROWN UP INTO A DENSE BRUSHY AREA, MAKING IT VERY
 QK0685'DIFFICULT TO RECOVER THE STATION.
 QK0685'
 QK0685'THE STATION MARK IS 24 FT. NW OF THE 24-IN, ELM TREE STUMP (THE ONLY
 QK0685'LARGE STUMP ON THE HILL), 11 FT. E OF A TRIANGULAR-BLAZED 6-IN. MAPLE
 QK0685'TREE, 23 FT. S OF A TRIANGULAR-BLAZED 10-IN. BEECH TREE, AND 36 FT. N
 QK0685'OF AN 18-IN. DEAD TREE TRUNK ABOUT 20 FT. HIGH.
 QK0685'
 QK0685'REFERENCE MARK 1 IS 2 FT. S OF A TRIANGULAR-BLAZED BEECH TREE.
 QK0685'
 QK0685'REFERENCE MARK 2 IS 5 FT. S-SE OF A TRIANGULAR-BLAZED 10-IN. MAPLE
 QK0685'TREE.  ALL MARKS ARE FLUSH WITH THE GROUND.
 QK0685'
 QK0685'TO REACH THE STATION FROM THE OLD CABIN (MENTIONED IN THE ORIGINAL
 QK0685'DESCRIPTION), GO N ABOUT 0.1 MI. TO AN OLD FENCE LINE.  FOLLOW THE OLD
 QK0685'FENCE LINE E FOR ABOUT 0.35 MI. TO A RIDGE ABOUT 90 PACES W OF THE
 QK0685'T-FENCE CORNER.  TURN N AND GO 95 PACES TO THE TOP OF THE HILL AND THE
 QK0685'STATION.
 QK0685
 QK0685                          STATION RECOVERY (1980)
 QK0685
 QK0685'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0685'THE STATION SITE WAS NOT FOUND FROM TO REACH DESCRIPTIONS OF
 QK0685'1932 OR 1956.  LOG CABIN WAS NOT FOUND.  STATION PROBABLY STILL
 QK0685'EXISTS IN DEEP WOODS WHICH NOW HAS MANY TRAILS.
 QK0685
 QK0685                          STATION RECOVERY (1995)
 QK0685
 QK0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0561 ***********************************************************************
 RK0561  DESIGNATION -  EMERY
 RK0561  PID         -  RK0561
 RK0561  STATE/COUNTY-  MI/DICKINSON
 RK0561  COUNTRY     -  US
 RK0561  USGS QUAD   -  RALPH NE (2017)
 RK0561
 RK0561                         *CURRENT SURVEY CONTROL
 RK0561  ______________________________________________________________________
 RK0561* NAD 83(1994) POSITION- 46 14 26.77908(N) 087 46 00.87222(W)   ADJUSTED
 RK0561* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 RK0561  ______________________________________________________________________
 RK0561  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 RK0561  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 RK0561  HORZ ORDER      -  FIRST
 RK0561
 RK0561.The horizontal coordinates were established by classical geodetic methods
 RK0561.and adjusted by the National Geodetic Survey in February 1997.
 RK0561
 RK0561.The orthometric height was scaled from a topographic map.
 RK0561
 RK0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0561.GEOID18 height accuracy estimate available here.
 RK0561
 RK0561.Click photographs - Photos may exist for this station.
 RK0561
 RK0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0561
 RK0561. The following values were computed from the NAD 83(1994) position.
 RK0561
 RK0561;                    North         East     Units Scale Factor Converg.
 RK0561;SPC MI N     -   162,271.610 7,940,857.559   MT  0.99990314   -0 33 15.5
 RK0561;SPC MI N     -   532,387.17 26,052,682.28   iFT  0.99990314   -0 33 15.5
 RK0561;UTM  16      - 5,121,085.278   440,874.641   MT  0.99964297   -0 33 14.1
 RK0561
 RK0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0561!SPC MI N     -   0.99993506  x   0.99990314  =   0.99983820
 RK0561!UTM  16      -   0.99993506  x   0.99964297  =   0.99957805
 RK0561
 RK0561:                Primary Azimuth Mark                     Grid Az
 RK0561:SPC MI N     -  ALFRED                                   155 31 38.4
 RK0561:UTM  16      -  ALFRED                                   155 31 37.0
 RK0561
 RK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4087421085(NAD 83)
 RK0561
 RK0561|---------------------------------------------------------------------|
 RK0561| PID    Reference Object                     Distance      Geod. Az  |
 RK0561|                                                           dddmmss.s |
 RK0561| RK0562 EMERY RM 1                           22.496 METERS 00122     |
 RK0561| RK0557 ALFRED                              APPROX.19.1 KM 1545822.9 |
 RK0561| CJ2484 EMERY RM 2                           24.127 METERS 24908     |
 RK0561|---------------------------------------------------------------------|
 RK0561
 RK0561                          SUPERSEDED SURVEY CONTROL
 RK0561
 RK0561  NAD 83(1986)-  46 14 26.77502(N)    087 46 00.86742(W) AD(       ) 1
 RK0561  NAD 27      -  46 14 26.97500(N)    087 46 00.38200(W) AD(       ) 1
 RK0561
 RK0561.Superseded values are not recommended for survey control.
 RK0561
 RK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0561.See file dsdata.pdf to determine how the superseded data were derived.
 RK0561
 RK0561_MARKER: DS = TRIANGULATION STATION DISK
 RK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0561_STAMPING: EMERY 1956
 RK0561_MARK LOGO: CGS
 RK0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0561+STABILITY: SURFACE MOTION
 RK0561
 RK0561  HISTORY     - Date     Condition        Report By
 RK0561  HISTORY     - 1956     MONUMENTED       CGS
 RK0561
 RK0561                          STATION DESCRIPTION
 RK0561
 RK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0561'THE STATION IS APPROXIMATELY 14 MILES SOUTHEAST OF REPUBLIC, 17 MILES
 RK0561'SOUTH-SOUTHWEST OF ISPHEMING, 0.5 MILE SOUTH OF THE
 RK0561'MARQUETTE-DICKINSON COUNTY LINE, IN SECTION 2, T. 44 N., R. 28 W.,
 RK0561'AND AT THE SITE OF A MICHIGAN STATE FOREST LOOKOUT TOWER.
 RK0561'
 RK0561'TO REACH FROM THE PRINCETON POST OFFICE, A SMALL BUILDING 50 FEET
 RK0561'EAST OF THE RAILROAD TRACKS, GO WESTERLY ON STATE HIGHWAY 35 FOR 0.05
 RK0561'MILE TO A FORK WHERE M-35 CURVES RIGHT, KEEP STRAIGHT AHEAD ON THE
 RK0561'BLACKTOP ROAD FOR ABOUT 150 FEET TO A T-INTERSECTION, TURN LEFT AND
 RK0561'GO 0.5 MILE TO THE END OF THE BLACKTOP, CONTINUE STRAIGHT AHEAD ON
 RK0561'THE GRAVEL ROAD FOR 1.1 MILES TO A FORK, KEEP LEFT FORK GO
 RK0561'AROUND CURVE TO A REVERSE Y AND COUNTY ROAD 557, FOLLOW COUNTY
 RK0561'ROAD 557 SOUTHERLY ABOUT 5.8 MILES, (THIS ROAD IS UNDER CONSTRUCTION
 RK0561'AND MILEAGE MAY VARY) TO A SIGN ON THE RIGHT RALPH 23 ARNOLD 13 AT
 RK0561'THE JUNCTION OF COUNTY ROADS 557 AND 438, KEEP RIGHT FORK AND GO
 RK0561'WESTERLY ON COUNTY ROAD 438 FOR 4.6 MILES TO A T-INTERSECTION AND
 RK0561'SIGN RALPH 15, TURN LEFT AND GO SOUTH 0.15 MILE TO A SIDE ROAD
 RK0561'RIGHT, TURN RIGHT AND GO WESTERLY ON COUNTY ROAD 438 FOR 7.1 MILES
 RK0561'TO A SIDE ROAD RIGHT AND A SIGN TOWER ROAD, TURN RIGHT AND GO
 RK0561'NORTH 3.0 MILES TO A WOODEN BRIDGE OVER LITTLE BROOK, CONTINUE
 RK0561'NORTHERLY ON THE MAIN ROAD FOR 1.8 MILES TO A FORK AND SIGN KATES
 RK0561'LAKE 4.5 MILES, KEEP LEFT FORK AND GO WESTERLY ON THE MAIN ROAD FOR
 RK0561'3.35 MILES TO THE LOOKOUT TOWER AND THE STATION.
 RK0561'
 RK0561'THE STATION MARKS ARE STANDARD DISKS STAMPED EMERY 1956.  THE SURFACE
 RK0561'MARK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 RK0561'IS 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CABIN AND 76.5
 RK0561'FEET EAST OF A WATER PUMP.  THE UNDERGROUND MARK IS SET IN AN
 RK0561'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 RK0561'GROUND.
 RK0561'
 RK0561'REFERENCE MARK NO. 1, STAMPED EMERY NO 1 1956, IS A STANDARD DISKS ET
 RK0561'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS LOCATED IN
 RK0561'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0561'
 RK0561'REFERENCE MARK NO. 2, STAMPED EMERY 1956 NO 2 REF. IS AN AZIMUTH MARK
 RK0561'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 RK0561'59 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CABIN AND 9 FEET WEST
 RK0561'OF THE CENTER OF A TRACK ROAD.
 RK0561'
 RK0561'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 RK0561'
 RK0561'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0562 ***********************************************************************
 RK0562  DESIGNATION -  EMERY RM 1
 RK0562  PID         -  RK0562
 RK0562  STATE/COUNTY-  MI/DICKINSON
 RK0562  COUNTRY     -  US
 RK0562  USGS QUAD   -  RALPH NE (2017)
 RK0562
 RK0562                         *CURRENT SURVEY CONTROL
 RK0562  ______________________________________________________________________
 RK0562* NAD 83(1994) POSITION- 46 14 27.50745(N) 087 46 00.84711(W)   ADJUSTED
 RK0562* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 RK0562  ______________________________________________________________________
 RK0562  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 RK0562  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 RK0562  HORZ ORDER      -  SECOND
 RK0562
 RK0562.The horizontal coordinates were established by classical geodetic methods
 RK0562.and adjusted by the National Geodetic Survey in February 1997.
 RK0562
 RK0562.The orthometric height was scaled from a topographic map.
 RK0562
 RK0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0562.GEOID18 height accuracy estimate available here.
 RK0562
 RK0562.Click photographs - Photos may exist for this station.
 RK0562
 RK0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0562
 RK0562. The following values were computed from the NAD 83(1994) position.
 RK0562
 RK0562;                    North         East     Units Scale Factor Converg.
 RK0562;SPC MI N     -   162,294.091 7,940,858.315   MT  0.99990313   -0 33 15.5
 RK0562;SPC MI N     -   532,460.93 26,052,684.76   iFT  0.99990313   -0 33 15.5
 RK0562;UTM  16      - 5,121,107.753   440,875.396   MT  0.99964297   -0 33 14.1
 RK0562
 RK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0562!SPC MI N     -   0.99993506  x   0.99990313  =   0.99983819
 RK0562!UTM  16      -   0.99993506  x   0.99964297  =   0.99957805
 RK0562
 RK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4087521107(NAD 83)
 RK0562
 RK0562                          SUPERSEDED SURVEY CONTROL
 RK0562
 RK0562  NAD 83(1986)-  46 14 27.50339(N)    087 46 00.84231(W) AD(       ) 2
 RK0562  NAD 27      -  46 14 27.70300(N)    087 46 00.35700(W) AD(       ) 2
 RK0562
 RK0562.Superseded values are not recommended for survey control.
 RK0562
 RK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0562.See file dsdata.pdf to determine how the superseded data were derived.
 RK0562
 RK0562_MARKER: DR = REFERENCE MARK DISK
 RK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0562_STAMPING: EMERY NO 1 1956
 RK0562_MARK LOGO: CGS
 RK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0562+STABILITY: SURFACE MOTION
 RK0562
 RK0562  HISTORY     - Date     Condition        Report By
 RK0562  HISTORY     - 1956     MONUMENTED       CGS
 RK0562  HISTORY     - 1958     GOOD             CGS
 RK0562
 RK0562                          STATION DESCRIPTION
 RK0562
 RK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0562'THE STATION IS THE MARK IN THE CENTER OF THE BASE OF THE MICHIGAN
 RK0562'STATE FOREST LOOKOUT TOWER IN SECTION 2, T. 44 N., R. 28 W..  IT IS
 RK0562'APPROXIMATELY 14 MILES SOUTHEAST OF REPUBLIC, 17 MILES
 RK0562'SOUTHSOUTHWEST OF ISPHEMING, AND 0.5 MILE SOUTH OF THE
 RK0562'MARQUETTE-DICKINSON COUNTY LINE.  THE TOWER IS ABOUT 100 FEET
 RK0562'HIGH, A STEEL SKELETON FRAMEWORK WITH AN ENCLOSED METAL CAB ON THE
 RK0562'TOP.
 RK0562'
 RK0562'REFERENCE MARK NO. 1, STAMPED EMERY NO 1 1956, IS A STANDARD DISKS ET
 RK0562'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS LOCATED IN
 RK0562'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0562'
 RK0562'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EMERY TO
 RK0562'THE MARK IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER (REFERENCE
 RK0562'MARK NO. 1) AND THE DISTANCE IS 73.80 FEET (22.496 METERS) NORTH OF
 RK0562'THE TRIANGULATION STATION.
 RK0562
 RK0562                          STATION RECOVERY (1958)
 RK0562
 RK0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 RK0562'STATION WAS RECOVERED.  THE NAME OF THE FIRE TOWER HAS BEEN CHANGED
 RK0562'FROM EMERY LOOKOUT TOWER TO ESCANABA RIVER LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0298 ***********************************************************************
 QJ0298  DESIGNATION -  EMMA
 QJ0298  PID         -  QJ0298
 QJ0298  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0298  COUNTRY     -  US
 QJ0298  USGS QUAD   -  ROYSTON (2017)
 QJ0298
 QJ0298                         *CURRENT SURVEY CONTROL
 QJ0298  ______________________________________________________________________
 QJ0298* NAD 83(1994) POSITION- 45 14 03.57654(N) 083 58 36.78112(W)   ADJUSTED
 QJ0298* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 QJ0298  ______________________________________________________________________
 QJ0298  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 QJ0298  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 QJ0298  HORZ ORDER      -  SECOND
 QJ0298
 QJ0298.The horizontal coordinates were established by classical geodetic methods
 QJ0298.and adjusted by the National Geodetic Survey in February 1997.
 QJ0298
 QJ0298.The orthometric height was scaled from a topographic map.
 QJ0298
 QJ0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0298.GEOID18 height accuracy estimate available here.
 QJ0298
 QJ0298.Click photographs - Photos may exist for this station.
 QJ0298
 QJ0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0298
 QJ0298. The following values were computed from the NAD 83(1994) position.
 QJ0298
 QJ0298;                    North         East     Units Scale Factor Converg.
 QJ0298;SPC MI C     -   213,164.951 6,030,605.234   MT  0.99992558   +0 16 31.2
 QJ0298;SPC MI C     -   699,360.08 19,785,450.24   iFT  0.99992558   +0 16 31.2
 QJ0298;UTM  17      - 5,013,293.415   266,335.072   MT  1.00027138   -2 06 52.3
 QJ0298;UTM  16      - 5,013,428.444   737,293.854   MT  1.00029240   +2 08 50.6
 QJ0298
 QJ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0298!SPC MI C     -   0.99996072  x   0.99992558  =   0.99988630
 QJ0298!UTM  17      -   0.99996072  x   1.00027138  =   1.00023209
 QJ0298!UTM  16      -   0.99996072  x   1.00029240  =   1.00025311
 QJ0298
 QJ0298:                Primary Azimuth Mark                     Grid Az
 QJ0298:SPC MI C     -  EMMA AZ MK                               102 52 44.1
 QJ0298:UTM  17      -  EMMA AZ MK                               105 16 07.6
 QJ0298:UTM  16      -  EMMA AZ MK                               101 00 24.7
 QJ0298
 QJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL6633513293(NAD 83)
 QJ0298
 QJ0298|---------------------------------------------------------------------|
 QJ0298| PID    Reference Object                     Distance      Geod. Az  |
 QJ0298|                                                           dddmmss.s |
 QJ0298| QJ0299 LAKE EMMA LOOKOUT TOWER              67.731 METERS 00423     |
 QJ0298| CH1112 EMMA RM 1                            27.570 METERS 00916     |
 QJ0298| CH1111 EMMA AZ MK                                         1030915.3 |
 QJ0298| CH1113 EMMA RM 2                            27.138 METERS 18955     |
 QJ0298|---------------------------------------------------------------------|
 QJ0298
 QJ0298                          SUPERSEDED SURVEY CONTROL
 QJ0298
 QJ0298  NAD 83(1986)-  45 14 03.56798(N)    083 58 36.78160(W) AD(       ) 2
 QJ0298  NAD 27      -  45 14 03.52800(N)    083 58 36.77700(W) AD(       ) 2
 QJ0298
 QJ0298.Superseded values are not recommended for survey control.
 QJ0298
 QJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0298.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0298
 QJ0298_MARKER: DS = TRIANGULATION STATION DISK
 QJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0298_STAMPING: EMMA 1956
 QJ0298_MARK LOGO: CGS
 QJ0298_PROJECTION: FLUSH
 QJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0298+STABILITY: SURFACE MOTION
 QJ0298
 QJ0298  HISTORY     - Date     Condition        Report By
 QJ0298  HISTORY     - 1956     MONUMENTED       CGS
 QJ0298
 QJ0298                          STATION DESCRIPTION
 QJ0298
 QJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0298'THE STATION IS ABOUT 12-1/4 MILES NORTHWEST OF HILLMAN, 8 MILES
 QJ0298'SOUTHEAST OF MILLERSBURG ON A HIGH NARROW HOG BACKED RIDGE THAT RUNS
 QJ0298'NORTH AND SOUTH NEAR THE LAKE EMMA LOOKOUT TOWER, ON STATE PROPERTY.
 QJ0298'IT IS 211 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 139
 QJ0298'FEET SOUTH OF THE LOWEST PART OF A SADDLE IN THE RIDGE, 27 FEET
 QJ0298'SOUTHEAST OF AN EIGHT INCH FIR TREE AND 3.7 FEET SOUTHEAST OF A WHITE
 QJ0298'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED EMMA 1956.
 QJ0298'
 QJ0298'TO REACH THE STATION FROM THE HILLMAN STATE BANK BUILDING IN HILLMAN,
 QJ0298'GO NORTH ON PAVED ROAD FOR 2.45 MILES TO A CROSSROAD.  CONTINUE NORTH
 QJ0298'ON PAVED ROAD FOR 0.4 MILE TO A Y-INTERSECTION.  TAKE LEFT FORK AND GO
 QJ0298'NORTH ON GRAVEL ROAD FOR 5.4 MILES TO A CROSSROAD.  TURN LEFT AND GO
 QJ0298'WEST ON GRAVEL ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 QJ0298'NORTH ON NARROW SAND ROAD FOR 3.2 MILES TO A T-ROAD.  TURN LEFT AND GO
 QJ0298'WEST ON SAND ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QJ0298'CONTINUE WEST ON SAND ROAD FOR 0.6 MILE TO A Y-INTERSECTION.  TAKE
 QJ0298'LEFT FORK AND GO WEST FOR 0.05 MILE TO A NORROW WOODS ROAD LEFT AND A
 QJ0298'GATE THAT IS LOCKED.  PACK SOUTHEAST UP HILL FOR ABOUT 0.25 MILE TO
 QJ0298'THE STATION.  IN ORDER TO DRIVE TO THE STATION, INFORMATION AS TO
 QJ0298'WHERE TO GET THE KEY TO THE GATE CAN BE OBTAINED FROM THE FOREST
 QJ0298'RANGER OCCUPYING THE EMMA LOOKOUT TOWER.  TO DRIVE TO THE STATION FROM
 QJ0298'THE GATE, GO SOUTH ON WOODS ROAD FOR 0.4 MILE TO THE SOUTHWEST SLOPE
 QJ0298'OF THE RIDGE.  TURN SHARP LEFT AND GO NORTH FOLLOWING TRACK ROAD UP
 QJ0298'RIDGE FOR 0.2 MILE TO THE STATION ON TOP OF THE HILL.
 QJ0298'
 QJ0298'REFERENCE MARK 1 IS 50 FEET SOUTH OF THE LOWEST PART OF THE SADDLE IN
 QJ0298'THE RIDGE AND 7 FEET EAST OF THE CENTER OF THE TRACK ROAD LEADING TO
 QJ0298'THE LOOKOUT TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED EMMA NO
 QJ0298'1 1956.
 QJ0298'
 QJ0298'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE TRACK ROAD
 QJ0298'LEADING TO THE LOOKOUT TOWER AND IS ABOUT 10 FEET LOWER IN ELEVATION
 QJ0298'THAN THE STATION MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED EMMA
 QJ0298'NO 2 1956.
 QJ0298'
 QJ0298'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF THE SAND ROAD, 11
 QJ0298'FEET NORTHWEST OF A 14 INCH PINE TREE AND 5 FEET NORTHWEST OF A WHITE
 QJ0298'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EMMA
 QJ0298'1956.
 QJ0298'
 QJ0298'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0178 ***********************************************************************
 QK0178  DESIGNATION -  EMMET
 QK0178  PID         -  QK0178
 QK0178  STATE/COUNTY-  MI/EMMET
 QK0178  COUNTRY     -  US
 QK0178  USGS QUAD   -  PELLSTON (2017)
 QK0178
 QK0178                         *CURRENT SURVEY CONTROL
 QK0178  ______________________________________________________________________
 QK0178* NAD 83(1994) POSITION- 45 34 12.66764(N) 084 47 05.32265(W)   ADJUSTED
 QK0178* NAVD 88 ORTHO HEIGHT -   217.000 (meters)      711.94  (feet) ADJUSTED
 QK0178  ______________________________________________________________________
 QK0178  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 QK0178  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QK0178  DYNAMIC HEIGHT  -        217.000 (meters)      711.94  (feet) COMP
 QK0178  MODELED GRAVITY -    980,611.9   (mgal)                       NAVD 88
 QK0178
 QK0178  HORZ ORDER      -  SECOND
 QK0178  VERT ORDER      -  SECOND    CLASS 0
 QK0178
 QK0178.This mark is at Pellston Airport (PLN)
 QK0178
 QK0178.The horizontal coordinates were established by classical geodetic methods
 QK0178.and adjusted by the National Geodetic Survey in February 1997.
 QK0178
 QK0178.The orthometric height was determined by differential leveling and
 QK0178.adjusted by the NATIONAL GEODETIC SURVEY
 QK0178.in June 1991.
 QK0178
 QK0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0178.GEOID18 height accuracy estimate available here.
 QK0178
 QK0178.Click photographs - Photos may exist for this station.
 QK0178
 QK0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0178
 QK0178.The dynamic height is computed by dividing the NAVD 88
 QK0178.geopotential number by the normal gravity value computed on the
 QK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0178.degrees latitude (g = 980.6199 gals.).
 QK0178
 QK0178.The modeled gravity was interpolated from observed gravity values.
 QK0178
 QK0178. The following values were computed from the NAD 83(1994) position.
 QK0178
 QK0178;                    North         East     Units Scale Factor Converg.
 QK0178;SPC MI C     -   250,500.745 5,967,360.251   MT  0.99997257   -0 17 43.4
 QK0178;SPC MI C     -   821,852.84 19,577,953.58   iFT  0.99997257   -0 17 43.4
 QK0178;UTM  16      - 5,048,680.655   672,849.614   MT  0.99996734   +1 34 56.2
 QK0178
 QK0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0178!SPC MI C     -   0.99997151  x   0.99997257  =   0.99994408
 QK0178!UTM  16      -   0.99997151  x   0.99996734  =   0.99993885
 QK0178
 QK0178:                Primary Azimuth Mark                     Grid Az
 QK0178:SPC MI C     -  EMMET AZ MK                              005 44 15.2
 QK0178:UTM  16      -  EMMET AZ MK                              003 51 35.6
 QK0178
 QK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7284948680(NAD 83)
 QK0178
 QK0178|---------------------------------------------------------------------|
 QK0178| PID    Reference Object                     Distance      Geod. Az  |
 QK0178|                                                           dddmmss.s |
 QK0178| QK0765 REN PELLSTON RADIO PLN S POLE        17.984 METERS 00146     |
 QK0178| CH1114 EMMET AZ MK                                        0052631.8 |
 QK0178| QK0767 AIRPORT BCN EMMET CO APT             49.198 METERS 19311     |
 QK0178| QK0764 PELLSTON LOOKOUT TOWER              APPROX. 6.9 KM 2390901.5 |
 QK0178| QK0180 EMMET RM 2                            7.078 METERS 27307     |
 QK0178| QK0179 EMMET RM 1                           17.812 METERS 35910     |
 QK0178|---------------------------------------------------------------------|
 QK0178
 QK0178                          SUPERSEDED SURVEY CONTROL
 QK0178
 QK0178  NAD 83(1986)-  45 34 12.66219(N)    084 47 05.32362(W) AD(       ) 2
 QK0178  NAD 27      -  45 34 12.62000(N)    084 47 05.15200(W) AD(       ) 2
 QK0178  NGVD 29 (??/??/92)  217.026  (m)          712.03   (f) ADJ UNCH    2 0
 QK0178  NGVD 29             217.03   (m)          712.0    (f) LEVELING    3  
 QK0178
 QK0178.Superseded values are not recommended for survey control.
 QK0178
 QK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0178.See file dsdata.pdf to determine how the superseded data were derived.
 QK0178
 QK0178_MARKER: DS = TRIANGULATION STATION DISK
 QK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0178_STAMPING: EMMET 1956
 QK0178_MARK LOGO: CGS
 QK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0178+STABILITY: SURFACE MOTION
 QK0178
 QK0178  HISTORY     - Date     Condition        Report By
 QK0178  HISTORY     - 1956     MONUMENTED       CGS
 QK0178  HISTORY     - 1959     GOOD             CGS
 QK0178  HISTORY     - 1962     GOOD             CGS
 QK0178  HISTORY     - 1962     GOOD             CGS
 QK0178  HISTORY     - 1980     GOOD             NGS
 QK0178  HISTORY     - 20001010 GOOD             WOOLPT
 QK0178
 QK0178                          STATION DESCRIPTION
 QK0178
 QK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0178'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE VILLAGE OF
 QK0178'PELLSTON, ON THE GROUNDS OF THE PELLSTON-EMMET COUNTY AIRPORT.  IT IS
 QK0178'334 FEET EAST OF THE ENTRANCE INTO THE AIRPORT OFFICE, 110 FEET WEST
 QK0178'OF FENCE LINE, 58 FEET SOUTH OF A WHITE WITNESS POST AND SOUTH POLE OF
 QK0178'THE RBN, PELLSTON RADIO PLN SOUTH POLE AND 45 FEET NORTH OF THE
 QK0178'CENTERLINE OF THE GRAVELED DRIVEWAY TO THE OFFICE.  THE MARK PROJECTS
 QK0178'ABOUT 2 INCHES AND THE DISK IS STAMPED EMMET 1956.
 QK0178'
 QK0178'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO NORTH
 QK0178'ON U.S. HIGHWAY 31 FOR 1.2 MILES TO THE ENTRANCE INTO THE AIRPORT ON
 QK0178'THE LEFT, WEST SIDE OF THE HIGHWAY.  TURN LEFT, CROSS RAILROAD TRACKS
 QK0178'FOR 0.05 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF DRIVEWAY AS
 QK0178'DESCRIBED.
 QK0178'
 QK0178'REFERENCE MARK 1 IS 3 FEET WEST OF THE WHITE WITNESS POST AND RBN,
 QK0178'PELLSTON RADIO PLN SOUTH POLE AND 7.5 FEET EAST OF THE SOUTHEAST
 QK0178'CORNER OF A SMALL WHITE PAINTED HOUSE.  THE MARK IS FLUSH AND THE DISK
 QK0178'IS STAMPED EMMET NO 1 1956.
 QK0178'
 QK0178'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF THE WHITE WITNESS POST, 58
 QK0178'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SMALL WHITE PAINTED HOUSE
 QK0178'AND 46 FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO THE AIRPORT OFFICE.
 QK0178'THE MARK IS FLUSH AND THE DISK IS STAMPED EMMET NO 2 1956.
 QK0178'
 QK0178'THE AZIMUTH MARK IS 6 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET SOUTH
 QK0178'OF A WHITE WITNESS POST AND 1 FOOT WEST OF FENCE LINE, ON AIRPORT
 QK0178'GROUNDS.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 QK0178'EMMET 1956.
 QK0178'
 QK0178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE WEST
 QK0178'SIDE OF FENCE LINE FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 QK0178'
 QK0178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0178
 QK0178                          STATION RECOVERY (1959)
 QK0178
 QK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 QK0178'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QK0178'DESCRIPTION ADEQUATE AND CORRECT.
 QK0178
 QK0178                          STATION RECOVERY (1962)
 QK0178
 QK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QK0178'1 MI N FROM PELLSTON.  AT THE EMMET COUNTY AIRPORT, 334 FEET EAST OF
 QK0178'THE ENTRANCE TO THE AIRPORT OFFICE, 110 FEET EAST OF A FENCE LINE, 58
 QK0178'FEET SOUTH OF A WHITE WITNESS POST AND RBN, PALLSTON RADIO PLN SOUTH
 QK0178'POLE, AND 45 FEET NORTH OF THE CENTERLINE OF THE GRAVELED DRIVEWAY TO
 QK0178'THE OFFICE.  THE MARK PROJECTS ABOUT 2 INCHES.
 QK0178
 QK0178                          STATION RECOVERY (1962)
 QK0178
 QK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0178'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0178
 QK0178                          STATION RECOVERY (1980)
 QK0178
 QK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 QK0178'THE STATION, REFERENCE MARKS ONE AND TWO, AND THE AZIMUTH MARK
 QK0178'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE SMALL WHITE
 QK0178'BUILDING IN THE DESCRIPTION HAS APPARENTLY BEEN MOVED.  IT NOW
 QK0178'BLOCKS THE LINE TO RM 1.
 QK0178'
 QK0178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILES NORTH OF
 QK0178'PELLSTON (AT EMMET COUNTY AIRPORT).
 QK0178
 QK0178                          STATION RECOVERY (2000)
 QK0178
 QK0178'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 QK0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0179 ***********************************************************************
 QK0179  DESIGNATION -  EMMET RM 1
 QK0179  PID         -  QK0179
 QK0179  STATE/COUNTY-  MI/EMMET
 QK0179  COUNTRY     -  US
 QK0179  USGS QUAD   -  PELLSTON (2017)
 QK0179
 QK0179                         *CURRENT SURVEY CONTROL
 QK0179  ______________________________________________________________________
 QK0179* NAD 83(1986) POSITION- 45 34 13.24   (N) 084 47 05.33   (W)   HD_HELD1
 QK0179* NAVD 88 ORTHO HEIGHT -   217.028 (meters)      712.03  (feet) ADJUSTED
 QK0179  ______________________________________________________________________
 QK0179  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 QK0179  DYNAMIC HEIGHT  -        217.028 (meters)      712.03  (feet) COMP
 QK0179  MODELED GRAVITY -    980,611.9   (mgal)                       NAVD 88
 QK0179
 QK0179  VERT ORDER      -  SECOND    CLASS 0
 QK0179
 QK0179.This mark is at Pellston Airport (PLN)
 QK0179
 QK0179.The horizontal coordinates were determined by differentially corrected
 QK0179.hand held GPS observations or other comparable positioning techniques
 QK0179.and have an estimated accuracy of +/- 3 meters.
 QK0179
 QK0179.The orthometric height was determined by differential leveling and
 QK0179.adjusted by the NATIONAL GEODETIC SURVEY
 QK0179.in June 1991.
 QK0179
 QK0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0179.GEOID18 height accuracy estimate available here.
 QK0179
 QK0179.Click photographs - Photos may exist for this station.
 QK0179
 QK0179.The dynamic height is computed by dividing the NAVD 88
 QK0179.geopotential number by the normal gravity value computed on the
 QK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0179.degrees latitude (g = 980.6199 gals.).
 QK0179
 QK0179.The modeled gravity was interpolated from observed gravity values.
 QK0179
 QK0179;                    North         East    Units  Estimated Accuracy
 QK0179;SPC MI C     -   250,518.4   5,967,360.2     MT  (+/- 3 meters HH1 GPS) 
 QK0179
 QK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7284848698(NAD 83)
 QK0179
 QK0179                          SUPERSEDED SURVEY CONTROL
 QK0179
 QK0179  NGVD 29 (??/??/92)  217.054  (m)          712.12   (f) ADJ UNCH    2 0
 QK0179
 QK0179.Superseded values are not recommended for survey control.
 QK0179
 QK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0179.See file dsdata.pdf to determine how the superseded data were derived.
 QK0179
 QK0179_MARKER: DR = REFERENCE MARK DISK
 QK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0179_STAMPING: EMMET NO 1 1956
 QK0179_MARK LOGO: CGS
 QK0179_PROJECTION: FLUSH
 QK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0179+STABILITY: SURFACE MOTION
 QK0179
 QK0179  HISTORY     - Date     Condition        Report By
 QK0179  HISTORY     - 1956     MONUMENTED       CGS
 QK0179  HISTORY     - 1962     GOOD             CGS
 QK0179
 QK0179                          STATION DESCRIPTION
 QK0179
 QK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QK0179'1 MI N FROM PELLSTON.
 QK0179'AT THE EMMET COUNTY AIRPORT, 7.5 FEET EAST OF THE SOUTHEAST CORNER
 QK0179'OF A SMALL WHITE PAINTED HOUSE AND 3 FEET WEST OF A WHITE
 QK0179'WITNESS POST AND RBN, PELLSTON RADIO PLN SOUTH POLE.  THE MARK
 QK0179'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0180 ***********************************************************************
 QK0180  DESIGNATION -  EMMET RM 2
 QK0180  PID         -  QK0180
 QK0180  STATE/COUNTY-  MI/EMMET
 QK0180  COUNTRY     -  US
 QK0180  USGS QUAD   -  PELLSTON (2017)
 QK0180
 QK0180                         *CURRENT SURVEY CONTROL
 QK0180  ______________________________________________________________________
 QK0180* NAD 83(1994) POSITION- 45 34 12.68010(N) 084 47 05.64859(W)   ADJUSTED
 QK0180* NAVD 88 ORTHO HEIGHT -   216.951 (meters)      711.78  (feet) ADJUSTED
 QK0180  ______________________________________________________________________
 QK0180  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 QK0180  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QK0180  DYNAMIC HEIGHT  -        216.952 (meters)      711.78  (feet) COMP
 QK0180  MODELED GRAVITY -    980,611.9   (mgal)                       NAVD 88
 QK0180
 QK0180  HORZ ORDER      -  SECOND
 QK0180  VERT ORDER      -  SECOND    CLASS 0
 QK0180
 QK0180.This mark is at Pellston Airport (PLN)
 QK0180
 QK0180.The horizontal coordinates were established by classical geodetic methods
 QK0180.and adjusted by the National Geodetic Survey in February 1997.
 QK0180
 QK0180.The orthometric height was determined by differential leveling and
 QK0180.adjusted by the NATIONAL GEODETIC SURVEY
 QK0180.in June 1991.
 QK0180
 QK0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0180.GEOID18 height accuracy estimate available here.
 QK0180
 QK0180.Click photographs - Photos may exist for this station.
 QK0180
 QK0180.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0180
 QK0180.The dynamic height is computed by dividing the NAVD 88
 QK0180.geopotential number by the normal gravity value computed on the
 QK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0180.degrees latitude (g = 980.6199 gals.).
 QK0180
 QK0180.The modeled gravity was interpolated from observed gravity values.
 QK0180
 QK0180. The following values were computed from the NAD 83(1994) position.
 QK0180
 QK0180;                    North         East     Units Scale Factor Converg.
 QK0180;SPC MI C     -   250,501.167 5,967,353.186   MT  0.99997257   -0 17 43.6
 QK0180;SPC MI C     -   821,854.22 19,577,930.40   iFT  0.99997257   -0 17 43.6
 QK0180;UTM  16      - 5,048,680.845   672,842.539   MT  0.99996731   +1 34 56.0
 QK0180
 QK0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0180!SPC MI C     -   0.99997151  x   0.99997257  =   0.99994408
 QK0180!UTM  16      -   0.99997151  x   0.99996731  =   0.99993882
 QK0180
 QK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7284248680(NAD 83)
 QK0180
 QK0180                          SUPERSEDED SURVEY CONTROL
 QK0180
 QK0180  NAD 83(1986)-  45 34 12.67465(N)    084 47 05.64956(W) AD(       ) 2
 QK0180  NAD 27      -  45 34 12.63200(N)    084 47 05.47800(W) AD(       ) 2
 QK0180  NGVD 29 (??/??/92)  216.977  (m)          711.87   (f) ADJ UNCH    2 0
 QK0180
 QK0180.Superseded values are not recommended for survey control.
 QK0180
 QK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0180.See file dsdata.pdf to determine how the superseded data were derived.
 QK0180
 QK0180_MARKER: DR = REFERENCE MARK DISK
 QK0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0180_STAMPING: EMMET NO 2 1956
 QK0180_MARK LOGO: CGS
 QK0180_PROJECTION: FLUSH
 QK0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0180+STABILITY: SURFACE MOTION
 QK0180
 QK0180  HISTORY     - Date     Condition        Report By
 QK0180  HISTORY     - 1956     MONUMENTED       CGS
 QK0180  HISTORY     - 1962     GOOD             CGS
 QK0180
 QK0180                          STATION DESCRIPTION
 QK0180
 QK0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QK0180'1 MI N FROM PELLSTON.
 QK0180'AT THE EMMET COUNTY AIRPORT, 62 FEET SOUTHWEST OF A WHITE WITNESS
 QK0180'POST, 58 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL WHITE
 QK0180'PAINTED HOUSE AND 46 FEET NORTH OF THE CENTERLINE OF DRIVEWAY
 QK0180'TO THE AIRPORT OFFICE.  THE MARK IS SET FLUSH WITH THE SURFACE
 QK0180'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1188 ***********************************************************************
 NE1188  DESIGNATION -  EMMETT
 NE1188  PID         -  NE1188
 NE1188  STATE/COUNTY-  MI/ST CLAIR
 NE1188  COUNTRY     -  US
 NE1188  USGS QUAD   -  MEMPHIS (2017)
 NE1188
 NE1188                         *CURRENT SURVEY CONTROL
 NE1188  ______________________________________________________________________
 NE1188* NAD 83(1994) POSITION- 42 56 27.17842(N) 082 45 44.89834(W)   ADJUSTED
 NE1188* NAVD 88 ORTHO HEIGHT -   234.48  (+/-2cm)      769.3   (feet) VERTCON3
 NE1188  ______________________________________________________________________
 NE1188  GEOID HEIGHT    -        -34.869 (meters)                     GEOID18
 NE1188  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 NE1188  HORZ ORDER      -  FIRST
 NE1188  VERT ORDER      -  THIRD ? (See Below)
 NE1188
 NE1188.The horizontal coordinates were established by classical geodetic methods
 NE1188.and adjusted by the National Geodetic Survey in February 1997.
 NE1188
 NE1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1188
 NE1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1188.GEOID18 height accuracy estimate available here.
 NE1188
 NE1188.The vertical order pertains to the NGVD 29 superseded value.
 NE1188
 NE1188.Click photographs - Photos may exist for this station.
 NE1188
 NE1188.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1188
 NE1188. The following values were computed from the NAD 83(1994) position.
 NE1188
 NE1188;                    North         East     Units Scale Factor Converg.
 NE1188;SPC MI S     -   161,296.946 4,130,912.888   MT  0.99990735   +1 05 30.1
 NE1188;SPC MI S     -   529,189.46 13,552,863.81   iFT  0.99990735   +1 05 30.1
 NE1188;UTM  17      - 4,755,756.890   356,204.517   MT  0.99985438   -1 12 03.2
 NE1188
 NE1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1188!SPC MI S     -   0.99996870  x   0.99990735  =   0.99987605
 NE1188!UTM  17      -   0.99996870  x   0.99985438  =   0.99982308
 NE1188
 NE1188:                Primary Azimuth Mark                     Grid Az
 NE1188:SPC MI S     -  EMMETT AZ MK                             358 29 43.1
 NE1188:UTM  17      -  EMMETT AZ MK                             000 47 16.4
 NE1188
 NE1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5620455756(NAD 83)
 NE1188
 NE1188|---------------------------------------------------------------------|
 NE1188| PID    Reference Object                     Distance      Geod. Az  |
 NE1188|                                                           dddmmss.s |
 NE1188| CH0190 EMMETT RM 1                          46.376 METERS 06157     |
 NE1188| NE1189 TT 2 B                               50.320 METERS 12205     |
 NE1188| NE1209 RICHMOND STANDPIPE                  APPROX.14.4 KM 1772113.2 |
 NE1188| NE1200 EMMETT AZ MK 2                      393.705 METERS 26755     |
 NE1188| OJ0833 CAPAC MUNICIPAL TANK                APPROX.16.1 KM 2985937.9 |
 NE1188| NE1187 EMMETT CH OUR LADY SPIRE            APPROX. 5.9 KM 3581134.3 |
 NE1188| CH0189 EMMETT AZ MK                                       3593513.2 |
 NE1188|---------------------------------------------------------------------|
 NE1188
 NE1188                          SUPERSEDED SURVEY CONTROL
 NE1188
 NE1188  NAD 83(1986)-  42 56 27.16883(N)    082 45 44.93173(W) AD(       ) 1
 NE1188  NAD 27      -  42 56 27.06696(N)    082 45 45.19800(W) AD(       ) 1
 NE1188  NGVD 29             234.59   (m)          769.7    (f) LEVELING    3  
 NE1188
 NE1188.Superseded values are not recommended for survey control.
 NE1188
 NE1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1188.See file dsdata.pdf to determine how the superseded data were derived.
 NE1188
 NE1188_MARKER: DS = TRIANGULATION STATION DISK
 NE1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1188_STAMPING: EMMETT 1943
 NE1188_MARK LOGO: CGS
 NE1188_PROJECTION: RECESSED 20 CENTIMETERS
 NE1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1188+STABILITY: SURFACE MOTION
 NE1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1188+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 NE1188
 NE1188  HISTORY     - Date     Condition        Report By
 NE1188  HISTORY     - 1943     MONUMENTED       CGS
 NE1188  HISTORY     - 1974     GOOD             LOCENG
 NE1188  HISTORY     - 1977     GOOD             NGS
 NE1188  HISTORY     - 20030930 GOOD             ROWEIN
 NE1188
 NE1188                          STATION DESCRIPTION
 NE1188
 NE1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1188'THE STATION IS LOCATED 3.35 MILES S OF THE SMALL VILLAGE OF EMMETT ON
 NE1188'LAND OWNED BY HAROLD BURNS, 89 FEET W OF THE CENTER LINE OF STATE
 NE1188'HIGHWAY 19 M, 64 FEET N OF THE CENTER LINE OF MASTERS ROAD, 46 FEET SE
 NE1188'OF THE SE CORNER OF THE BURNS TENANT FARMHOUSE, 27.6 FEET N OF A
 NE1188'REFERENCE POST AND AN E-W FENCELINE.  THE MARK IS SET 8 INCHES BELOW
 NE1188'THE SURFACE OF THE GROUND AND IS STAMPED EMMETT 1943.
 NE1188'
 NE1188'SURFACE, UNDERGROUND, REFERENCE MARK 1 AND AZIMUTH MARK ARE BRONZE
 NE1188'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1188'
 NE1188'REFERENCE MARK 1 IS 152.18 FEET NE OF THE STATION, 48.7 FEET E OF THE
 NE1188'CENTER LINE OF MICHIGAN STATE HIGHWAY 19 M, 1.4 FEET W OF A N-S
 NE1188'FENCELINE.  STAMPED EMMETT NO 1 1943.
 NE1188'
 NE1188'REFERENCE MARK 2 (USGS TT 2 B 1942) IS 165.14 FEET SE OF THE STATION,
 NE1188'47 FEET E OF THE CENTER LINE OF HIGHWAY 19 M, 34 FEET S OF THE CENTER
 NE1188'LINE OF MASTERS ROAD, 4.6 FEET W OF A N-S FENCELINE.  IT IS A STANDARD
 NE1188'U.S.G.S. BENCH MARK AND PROJECTS 2 INCHES.  STAMPED TT 2 B 1942,
 NE1188'ELEVATION 770 FEET.
 NE1188'
 NE1188'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 65.6 FEET NW OF POLE
 NE1188'447, 32.2 FEET E OF THE CENTER LINE OF HIGHWAY 19 M, 19.6 FEET W OF A
 NE1188'N-S FENCELINE, 1.6 FEET S OF A REFERENCE POST.  STAMPED EMMETT 1943.
 NE1188'
 NE1188'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO S ON HIGHWAY 19 M
 NE1188'FOR 3.35 MILES TO THE MASTERS CROSS ROAD AND STATION AS DESCRIBED.
 NE1188'
 NE1188'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAY 19 M FOR
 NE1188'0.4 MILE AND MARK ON THE RIGHT AS DESCRIBED.
 NE1188'
 NE1188'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NE1188
 NE1188                          STATION RECOVERY (1974)
 NE1188
 NE1188'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JEM)
 NE1188'RECOVERED BY JOHN E MAXSON, COMMONWEALTH ASSOCIATES INC.  COMMONWEALTH
 NE1188'ASSOCIATES INC.  EMMETT 1943 (STA) GOOD.  EMMETT 1943 (AZ.) GOOD.
 NE1188'EMMETT NO 1 1943 GOOD.  TT 2 B 1942 GOOD.  AZIMUTH MARK IS 0.5 MILES
 NE1188'NORTH OF MASTERS RD. AND M-19 INTERSECTION AND THE STATION.
 NE1188
 NE1188                          STATION RECOVERY (1977)
 NE1188
 NE1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1188'THE STATION MARK AND TT 2 B WERE RECOVERED IN GOOD CONDITION.
 NE1188'REFERENCE MARK 1 WAS RECOVERED WITH THE SOUTH HALF OF THE MONUMENT
 NE1188'BROKEN OFF AND THE DISK MARRED (APPARENTLY HIT BY FARM MACHINERY)
 NE1188'THE AZIMUTH MARK WAS NOT RECOVERED.  AN AZIMUTH MARK 2 WAS
 NE1188'ESTABLISHED.  A SHORTER MEASUREMENT OF 0.006 METER WAS NOTED TO THE
 NE1188'REFERENCE MARK.  A NEW DESCRIPTION FOLLOWS.
 NE1188'
 NE1188'MILES SOUTH OF EMMETT, ALONG STATE HIGHWAY 19, IN THE FRONT YARD OF AN
 NE1188'ABANDONED HOUSE OWNED BY HAROLD BURNS.  AT THIS TIME THE EAST SECTION
 NE1188'OF THE YARD IS WELL KEPT, THE WEST SECTION IS IN CULTIVATION.  IT IS
 NE1188'IN THE SOUTHEAST CORNER OF SECTION 14, T 6 N, R 14 E.
 NE1188'
 NE1188'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO SOUTH ON HIGHWAY
 NE1188'19 FOR 3.4 MILES TO A CROSSROAD (MASTERS ROAD)  AND THE STATION IN THE
 NE1188'NORTHWEST QUADRANT OF THE INTERSECTION.
 NE1188'
 NE1188'STATION MARKS STAMPED---EMMETT 1943--- ARE STANDARD DISKS.  THE
 NE1188'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NE1188'10 INCHES BELOW GROUND.  IT IS 88 FEET WEST OF THE CENTER OF HIGHWAY
 NE1188'19, 65 FEET NORTH OF THE CENTER OF MASTERS ROAD, 54 FEET
 NE1188'WEST-NORTHWEST OF A UTILITY POLE, 52 FEET SOUTH- SOUTHWEST OF A
 NE1188'14-INCH WILLOW TREE, 49.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 NE1188'OF THE FRAME HOUSE (AT THE DOOR)  AND 20 FEET NORTH-NORTHEAST OF THE
 NE1188'CENTER OF A FILLED IN WELL.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 NE1188'AN IRREGULAR CONCRETE MASS AS DESCRIBED IN 1943.
 NE1188'
 NE1188'REFERENCE MARK 1, STAMPED---EMMETT NO 1 1943---, IS A STANDARD DISK
 NE1188'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 NE1188'INCHES ABOVE GROUND.  IT IS 127 FEET NORTH OF THE CENTER OF MASTERS
 NE1188'ROAD, 50 FEET EAST OF THE CENTER OF HIGHWAY 19, 1.5 FEET SOUTHWEST OF
 NE1188'A METAL WITNESS POST, AND 1 FOOT BELOW THE HIGHWAY.
 NE1188'
 NE1188'TT 2 B, STAMPED---TT 2 B 1943 770 FEET---, IS A U.S. GEOLOGICAL SURVEY
 NE1188'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 NE1188'INCHES ABOVE GROUND.  IT IS 47 FEET EAST OF THE CENTER OF HIGHWAY 19,
 NE1188'33 FEET SOUTH OF THE CENTER OF MASTERS ROAD, 27.3 FEET NORTH OF AN
 NE1188'UNDERGROUND TELEPHONE LINE JUNCTION BOX, 4.0 FEET WEST OF A CONCRETE
 NE1188'RIGHT-OF-WAY POST IN A FENCE LINE, AND 3.8 FEET SOUTH OF A METAL
 NE1188'WITNESS POST.
 NE1188'
 NE1188'AZIMUTH MARK 2, STAMPED---EMMETT 1943 NO 2 1977---, IS A STANDARD DISK
 NE1188'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1
 NE1188'INCH ABOVE GROUND.  IT IS 63 FEET EAST OF THE EXTENDED CENTER OF A
 NE1188'DRIVEWAY LEADING TO 11133 MASTERS ROAD, 36 FEET NORTH OF THE ROAD
 NE1188'CENTER, 5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND 3 FEET EAST
 NE1188'OF A UTILITY POLE WITH LINES CROSSING THE ROAD.
 NE1188'
 NE1188'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MASTERS ROAD
 NE1188'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NE1188'
 NE1188'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 NE1188'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  DESCRIBED BY G.R.HEID.
 NE1188
 NE1188                          STATION RECOVERY (2003)
 NE1188
 NE1188'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE1188'STATION IS 24.8 FEET SOUTH OF A TWIN 10 INCH BASSWOOD.  THE 14 INCH
 NE1188'WILLOW AND FRAME HOUSE IN THE 1977 DESCRIPTION NO LONGER EXIST.
 NE1188'REFERENCE MARK 1 AND TT 2 B WERE BOTH FOUND AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1200 ***********************************************************************
 NE1200  DESIGNATION -  EMMETT AZ MK 2
 NE1200  PID         -  NE1200
 NE1200  STATE/COUNTY-  MI/ST CLAIR
 NE1200  COUNTRY     -  US
 NE1200  USGS QUAD   -  MEMPHIS (2017)
 NE1200
 NE1200                         *CURRENT SURVEY CONTROL
 NE1200  ______________________________________________________________________
 NE1200* NAD 83(1994) POSITION- 42 56 26.71262(N) 082 46 02.25202(W)   ADJUSTED
 NE1200* NAVD 88 ORTHO HEIGHT -   234.988 (meters)      770.96  (feet) ADJUSTED
 NE1200  ______________________________________________________________________
 NE1200  GEOID HEIGHT    -        -34.871 (meters)                     GEOID18
 NE1200  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 NE1200  DYNAMIC HEIGHT  -        234.926 (meters)      770.75  (feet) COMP
 NE1200  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 NE1200
 NE1200  HORZ ORDER      -  SECOND
 NE1200  VERT ORDER      -  SECOND    CLASS I
 NE1200
 NE1200.The horizontal coordinates were established by classical geodetic methods
 NE1200.and adjusted by the National Geodetic Survey in February 1997.
 NE1200
 NE1200.The orthometric height was determined by differential leveling and
 NE1200.adjusted by the NATIONAL GEODETIC SURVEY
 NE1200.in July 2007.
 NE1200
 NE1200.No vertical observational check was made to the station.
 NE1200
 NE1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1200.GEOID18 height accuracy estimate available here.
 NE1200
 NE1200.Click photographs - Photos may exist for this station.
 NE1200
 NE1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1200
 NE1200.The dynamic height is computed by dividing the NAVD 88
 NE1200.geopotential number by the normal gravity value computed on the
 NE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1200.degrees latitude (g = 980.6199 gals.).
 NE1200
 NE1200.The modeled gravity was interpolated from observed gravity values.
 NE1200
 NE1200. The following values were computed from the NAD 83(1994) position.
 NE1200
 NE1200;                    North         East     Units Scale Factor Converg.
 NE1200;SPC MI S     -   161,275.092 4,130,519.827   MT  0.99990735   +1 05 18.3
 NE1200;SPC MI S     -   529,117.76 13,551,574.24   iFT  0.99990735   +1 05 18.3
 NE1200;UTM  17      - 4,755,750.777   355,810.916   MT  0.99985577   -1 12 15.0
 NE1200
 NE1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1200!SPC MI S     -   0.99996862  x   0.99990735  =   0.99987597
 NE1200!UTM  17      -   0.99996862  x   0.99985577  =   0.99982439
 NE1200
 NE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5581055750(NAD 83)
 NE1200
 NE1200|---------------------------------------------------------------------|
 NE1200| PID    Reference Object                     Distance      Geod. Az  |
 NE1200|                                                           dddmmss.s |
 NE1200| NE1188 EMMETT                              393.705 METERS 08754     |
 NE1200| NE1199 EMMETT OFFSET                         5.418 METERS 08755     |
 NE1200|---------------------------------------------------------------------|
 NE1200
 NE1200                          SUPERSEDED SURVEY CONTROL
 NE1200
 NE1200  NAD 83(1986)-  42 56 26.70309(N)    082 46 02.28546(W) AD(       ) 2
 NE1200  NAD 27      -  42 56 26.60129(N)    082 46 02.55100(W) AD(       ) 2
 NE1200  NGVD 29 (07/19/86)  235.1    (m)          771.     (f) VERT ANG       
 NE1200
 NE1200.Superseded values are not recommended for survey control.
 NE1200
 NE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1200.See file dsdata.pdf to determine how the superseded data were derived.
 NE1200
 NE1200_MARKER: DZ = AZIMUTH MARK DISK
 NE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1200_STAMPING: EMMETT 1943 NO 2 1977
 NE1200_MARK LOGO: NGS
 NE1200_PROJECTION: PROJECTING 3 CENTIMETERS
 NE1200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1200+STABILITY: SURFACE MOTION
 NE1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1200+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 NE1200
 NE1200  HISTORY     - Date     Condition        Report By
 NE1200  HISTORY     - 1977     MONUMENTED       NGS
 NE1200  HISTORY     - 20061213 GOOD             MIDT
 NE1200
 NE1200                          STATION DESCRIPTION
 NE1200
 NE1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1200'THE STATION IS LOCATED 9-1/2 MILES SOUTHEAST OF CAPAC, 3-1/2
 NE1200'MILES SOUTH OF EMMETT.
 NE1200'
 NE1200'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO SOUTH ON
 NE1200'HIGHWAY 19 FOR 3.4 MILES TO A CROSSROAD, TURN RIGHT AND
 NE1200'GO WEST ON MASTERS ROAD FOR 0.3 MILE TO THE MARK ON THE
 NE1200'RIGHT.
 NE1200'
 NE1200'AZIMUTH MARK 2, STAMPED---EMMETT 1943 NO 2 1977---, IS A
 NE1200'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1200'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 63
 NE1200'FEET EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 NE1200'TO 11133 MASTERS ROAD, 36 FEET NORTH OF THE ROAD CENTER, 5 FEET
 NE1200'WEST-SOUTHWEST OF A METAL WITNESS POST, AND 3 FEET EAST OF A
 NE1200'UTILITY POLE WITH LINES CROSSING THE ROAD.
 NE1200'
 NE1200'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION EMMETT.
 NE1200'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 NE1200'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 NE1200'DESCRIBED BY G.R.HEID.
 NE1200
 NE1200                          STATION RECOVERY (2006)
 NE1200
 NE1200'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1200'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 NE1200'
 NE1200'THE STATION IS 10.36 METERS (34.0 FEET) NORTH OF THE CENTERLINE OF
 NE1200'MASTERS ROAD, 1.92 METERS (6.3 FEET) EAST OF A UTILITY POLE, AND
 NE1200'1.58 METERS (5.2 FEET) WEST-SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1192 ***********************************************************************
 NE1192  DESIGNATION -  EMMETT CATHOLIC CH SPIRE
 NE1192  PID         -  NE1192
 NE1192  STATE/COUNTY-  MI/ST CLAIR
 NE1192  COUNTRY     -  US
 NE1192  USGS QUAD   -  MEMPHIS (2017)
 NE1192
 NE1192                         *CURRENT SURVEY CONTROL
 NE1192  ______________________________________________________________________
 NE1192* NAD 83(1994) POSITION- 42 59 35.66222(N) 082 45 53.26580(W)   ADJUSTED
 NE1192  ______________________________________________________________________
 NE1192  GEOID HEIGHT    -        -34.768 (meters)                     GEOID18
 NE1192  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 NE1192  HORZ ORDER      -  THIRD
 NE1192
 NE1192.The horizontal coordinates were established by classical geodetic methods
 NE1192.and adjusted by the National Geodetic Survey in February 1997.
 NE1192
 NE1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1192.GEOID18 height accuracy estimate available here.
 NE1192
 NE1192.Click photographs - Photos may exist for this station.
 NE1192
 NE1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1192
 NE1192. The following values were computed from the NAD 83(1994) position.
 NE1192
 NE1192;                    North         East     Units Scale Factor Converg.
 NE1192;SPC MI S     -   167,108.152 4,130,612.586   MT  0.99990866   +1 05 24.4
 NE1192;SPC MI S     -   548,255.09 13,551,878.56   iFT  0.99990866   +1 05 24.4
 NE1192;UTM  17      - 4,761,575.147   356,136.981   MT  0.99985461   -1 12 13.1
 NE1192
 NE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5613661575(NAD 83)
 NE1192
 NE1192                          SUPERSEDED SURVEY CONTROL
 NE1192
 NE1192  NAD 83(1986)-  42 59 35.65238(N)    082 45 53.29781(W) AD(       ) 3
 NE1192  NAD 27      -  42 59 35.55318(N)    082 45 53.56134(W) AD(       ) 3
 NE1192
 NE1192.Superseded values are not recommended for survey control.
 NE1192
 NE1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1192.See file dsdata.pdf to determine how the superseded data were derived.
 NE1192
 NE1192_MARKER: 91 = CHURCH CROSS
 NE1192
 NE1192  HISTORY     - Date     Condition        Report By
 NE1192  HISTORY     - 1977     FIRST OBSERVED   NGS
 NE1192  HISTORY     - 19970330 GOOD             USPSQD
 NE1192
 NE1192                          STATION DESCRIPTION
 NE1192
 NE1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1192'THE EMMETT CATHOLIC CHURCH OF OUR LADY SPIRE (NOT TO BE
 NE1192'CONFUSED WITH A SPIRE WITH THE SAME NAME THAT WAS CONSTRUCTED
 NE1192'IN 1896.  NO DATA AVAILABLE ON OLD SPIRE BUT THE SPIRE
 NE1192'INTERSECTED AT THIS TIME IS OF MODERN DESIGN, PROBABLY
 NE1192'BUILT AT THE SAME LOCATION.) IS LOCATED ADJACENT TO THE
 NE1192'CHURCH BUILDING LOCATED IN THE SOUTHWEST ANGLE OF INTERSECTION
 NE1192'FORMED BY BRANDON ROAD AND KINNEY STREET (STATE HIGHWAY 19) IN
 NE1192'EMMETT.
 NE1192'
 NE1192'THE STATION IS THE TALL, THIN CROSS ATOP THE SPIRE, WHICH IS
 NE1192'A 3 LEGGED STRUCTURE THAT TAPERS INTO A THIN VERTICAL COLUMN
 NE1192'HOUSING 3 BELLS NEAR THE TOP.  IT IS PAINTED WHITE, 80 FEET
 NE1192'HIGH.
 NE1192'
 NE1192'DESCRIBED BY GRH
 NE1192
 NE1192                          STATION RECOVERY (1997)
 NE1192
 NE1192'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1187 ***********************************************************************
 NE1187  DESIGNATION -  EMMETT CH OUR LADY SPIRE
 NE1187  PID         -  NE1187
 NE1187  STATE/COUNTY-  MI/ST CLAIR
 NE1187  COUNTRY     -  US
 NE1187  USGS QUAD   -  MEMPHIS (2017)
 NE1187
 NE1187                         *CURRENT SURVEY CONTROL
 NE1187  ______________________________________________________________________
 NE1187* NAD 83(1994) POSITION- 42 59 37.26928(N) 082 45 53.06864(W)   ADJUSTED
 NE1187  ______________________________________________________________________
 NE1187  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 NE1187  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 NE1187  HORZ ORDER      -  THIRD
 NE1187
 NE1187.The horizontal coordinates were established by classical geodetic methods
 NE1187.and adjusted by the National Geodetic Survey in February 1997.
 NE1187
 NE1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1187.GEOID18 height accuracy estimate available here.
 NE1187
 NE1187.Click photographs - Photos may exist for this station.
 NE1187
 NE1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1187
 NE1187. The following values were computed from the NAD 83(1994) position.
 NE1187
 NE1187;                    North         East     Units Scale Factor Converg.
 NE1187;SPC MI S     -   167,157.816 4,130,616.108   MT  0.99990867   +1 05 24.6
 NE1187;SPC MI S     -   548,418.03 13,551,890.12   iFT  0.99990867   +1 05 24.6
 NE1187;UTM  17      - 4,761,624.628   356,142.487   MT  0.99985459   -1 12 13.0
 NE1187
 NE1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5614261624(NAD 83)
 NE1187
 NE1187                          SUPERSEDED SURVEY CONTROL
 NE1187
 NE1187  NAD 83(1986)-  42 59 37.25859(N)    082 45 53.10078(W) AD(       ) 3
 NE1187  NAD 27      -  42 59 37.16285(N)    082 45 53.36448(W) AD(       ) 3
 NE1187
 NE1187.Superseded values are not recommended for survey control.
 NE1187
 NE1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1187.See file dsdata.pdf to determine how the superseded data were derived.
 NE1187
 NE1187_MARKER: 90 = CHURCH SPIRE
 NE1187
 NE1187  HISTORY     - Date     Condition        Report By
 NE1187  HISTORY     - UNK      FIRST OBSERVED   USLS
 NE1187  HISTORY     - 1943     GOOD             CGS
 NE1187  HISTORY     - 19970330 GOOD             USPSQD
 NE1187
 NE1187                          STATION DESCRIPTION
 NE1187
 NE1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1187'STATION IS THE TALL PYRAMIDAL SPIRE ATOP THE CATHOLIC CHURCH OF OUR
 NE1187'LADY, LOCATED ABOUT 50 YARDS NE OF THE INTERSECTION OF BRANDON ROAD
 NE1187'AND KINNEY ROAD ON THE N EDGE OF THE VILLAGE OF EMMETT.  THE CHURCH IS
 NE1187'OF RED BRICK WITH A GRAY STONE FOUNDATION AND WAS BUILT IN 1896.
 NE1187'
 NE1187'THE POINT OBSERVED WAS THE GOLD CROSS AT THE APEX OF THE SPIRE.
 NE1187'
 NE1187'THIS IS AN INTERSECTION STATION.
 NE1187
 NE1187                          STATION RECOVERY (1997)
 NE1187
 NE1187'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0828 ***********************************************************************
 OJ0828  DESIGNATION -  EMMETT MUSIC CO MAST
 OJ0828  PID         -  OJ0828
 OJ0828  STATE/COUNTY-  MI/ST CLAIR
 OJ0828  COUNTRY     -  US
 OJ0828  USGS QUAD   -  BROCKWAY (2017)
 OJ0828
 OJ0828                         *CURRENT SURVEY CONTROL
 OJ0828  ______________________________________________________________________
 OJ0828* NAD 83(1994) POSITION- 43 01 38.19703(N) 082 48 28.25013(W)   ADJUSTED
 OJ0828  ______________________________________________________________________
 OJ0828  GEOID HEIGHT    -        -34.728 (meters)                     GEOID18
 OJ0828  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 OJ0828  HORZ ORDER      -  THIRD
 OJ0828
 OJ0828.The horizontal coordinates were established by classical geodetic methods
 OJ0828.and adjusted by the National Geodetic Survey in February 1997.
 OJ0828
 OJ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0828.GEOID18 height accuracy estimate available here.
 OJ0828
 OJ0828.Click photographs - Photos may exist for this station.
 OJ0828
 OJ0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0828
 OJ0828. The following values were computed from the NAD 83(1994) position.
 OJ0828
 OJ0828;                    North         East     Units Scale Factor Converg.
 OJ0828;SPC MI S     -   170,822.591 4,127,032.704   MT  0.99990995   +1 03 39.0
 OJ0828;SPC MI S     -   560,441.57 13,540,133.54   iFT  0.99990995   +1 03 39.0
 OJ0828;UTM  17      - 4,765,429.726   352,708.824   MT  0.99986689   -1 14 01.7
 OJ0828
 OJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5270865429(NAD 83)
 OJ0828
 OJ0828                          SUPERSEDED SURVEY CONTROL
 OJ0828
 OJ0828  NAD 83(1986)-  43 01 38.18777(N)    082 48 28.28086(W) AD(       ) 3
 OJ0828  NAD 27      -  43 01 38.09071(N)    082 48 28.53876(W) AD(       ) 3
 OJ0828
 OJ0828.Superseded values are not recommended for survey control.
 OJ0828
 OJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0828.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0828
 OJ0828
 OJ0828  HISTORY     - Date     Condition        Report By
 OJ0828  HISTORY     - 1977     MONUMENTED       NGS
 OJ0828
 OJ0828                          STATION DESCRIPTION
 OJ0828
 OJ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0828'THE EMMETT BLUE WATER MUSIC COMPANY MAST IS LOCATED
 OJ0828'6-1/2 MILES EAST OF CAPAC, 3 MILES NORTH-NORTHWEST OF EMMETT,
 OJ0828'1 MILE NORTH OF STATE HIGHWAY 21, IN THE NORTHWEST 1/4 OF
 OJ0828'SECTION 22, T 7 N, R 14 E.
 OJ0828'
 OJ0828'THE STATION IS THE LIGHT ATOP THE SINGLE COLUMN, GUYED MAST,
 OJ0828'PAINTED RED AND WHITE, 450 FEET HIGH.
 OJ0828'
 OJ0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 OJ0828'AND 21 AT THE NORTH EDGE OF EMMETT, GO WEST ON HIGHWAY 21 FOR
 OJ0828'3.2 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON SHERIDAN ROAD
 OJ0828'FOR 1 MILE TO A CROSSROAD.  TURN RIGHT, EAST, ON IMLAY CITY
 OJ0828'ROAD FOR 0.2 MILE TO THE MAST ON THE RIGHT.
 OJ0828'
 OJ0828'DESCRIBED BY VDN (GRH)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0586 ***********************************************************************
 NE0586  DESIGNATION -  EMMONS
 NE0586  PID         -  NE0586
 NE0586  STATE/COUNTY-  MI/WAYNE
 NE0586  COUNTRY     -  US
 NE0586  USGS QUAD   -  WYANDOTTE (2017)
 NE0586
 NE0586                         *CURRENT SURVEY CONTROL
 NE0586  ______________________________________________________________________
 NE0586* NAD 83(1986) POSITION- 42 13 57.57   (N) 083 08 55.23   (W)   HD_HELD1
 NE0586* NAVD 88 ORTHO HEIGHT -   176.262 (meters)      578.29  (feet) ADJUSTED
 NE0586  ______________________________________________________________________
 NE0586  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 NE0586  DYNAMIC HEIGHT  -        176.207 (meters)      578.11  (feet) COMP
 NE0586  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 NE0586
 NE0586  VERT ORDER      -  FIRST     CLASS 0
 NE0586
 NE0586.The horizontal coordinates were determined by differentially corrected
 NE0586.hand held GPS observations or other comparable positioning techniques
 NE0586.and have an estimated accuracy of +/- 3 meters.
 NE0586
 NE0586.The orthometric height was determined by differential leveling and
 NE0586.adjusted by the NATIONAL GEODETIC SURVEY
 NE0586.in June 1991.
 NE0586
 NE0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0586.GEOID18 height accuracy estimate available here.
 NE0586
 NE0586.Click photographs - Photos may exist for this station.
 NE0586
 NE0586.The dynamic height is computed by dividing the NAVD 88
 NE0586.geopotential number by the normal gravity value computed on the
 NE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0586.degrees latitude (g = 980.6199 gals.).
 NE0586
 NE0586.The modeled gravity was interpolated from observed gravity values.
 NE0586
 NE0586;                    North         East    Units  Estimated Accuracy
 NE0586;SPC MI S     -    82,109.8   4,100,536.7     MT  (+/- 3 meters HH1 GPS) 
 NE0586
 NE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2269777843(NAD 83)
 NE0586
 NE0586                          SUPERSEDED SURVEY CONTROL
 NE0586
 NE0586  NGVD 29 (??/??/92)  176.433  (m)          578.85   (f) ADJ UNCH    1 0
 NE0586
 NE0586.Superseded values are not recommended for survey control.
 NE0586
 NE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0586.See file dsdata.pdf to determine how the superseded data were derived.
 NE0586
 NE0586_MARKER: Z = SEE DESCRIPTION
 NE0586_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0586_SP_SET: STEEL ROD
 NE0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0586+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 NE0586
 NE0586  HISTORY     - Date     Condition        Report By
 NE0586  HISTORY     - 1949     MONUMENTED       USLS
 NE0586  HISTORY     - 1970     GOOD             NGS
 NE0586  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE0586  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0586  HISTORY     - 20171021 GOOD             CO-OPS
 NE0586  HISTORY     - 20231020 GOOD             CO-OPS
 NE0586
 NE0586                          STATION DESCRIPTION
 NE0586
 NE0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NE0586'IN WYANDOTTE.
 NE0586'EMMONS IS IN THE NORTH PART OF WYANDOTTE, WAYNE COUNTY, MICHIGAN,
 NE0586'JUST DOWNRIVER FROM THE INTERSECTION OF BIDDLE AND EMMONS
 NE0586'STREETS, 21.5 FEET UPRIVER FROM UPRIVER EDGE OF CONCRETE
 NE0586'DRIVEWAY INTO 211 BIDDLE AVENUE, 19.5 FEET EAST OF BIDDLE
 NE0586'AVENUE CURB, 8.4 FEET NORTH OF A WATER VALVE PROTRUDING 3-INCHES
 NE0586'ABOVE THE GROUND, 0.7 FEET BELOW THE GROUND SURFACE, BEING
 NE0586'HIGHEST POINT ON TOP OF A 3/4-INCH SQUARE STEEL ROD, 8 FEET LONG
 NE0586'WITH LOWER 4 FEET TWISTED.  NOTE-- PREV. DESIG. BM. EMMONS 1949.
 NE0586
 NE0586                          STATION RECOVERY (1984)
 NE0586
 NE0586'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0586'MARK NOT FOUND.
 NE0586
 NE0586                          STATION RECOVERY (1999)
 NE0586
 NE0586'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0586'MARK NOT FOUND.
 NE0586
 NE0586                          STATION RECOVERY (2017)
 NE0586
 NE0586'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2017 (CS)
 NE0586'RECOVERED AS DESCRIBED.
 NE0586
 NE0586                          STATION RECOVERY (2023)
 NE0586
 NE0586'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CLH)
 NE0586'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF DETROIT, 6.3
 NE0586'MI (10.1 KM) SOUTH-SOUTHEAST OF DEARBORN AND 1.3 MI (2.1 KM) NORTH OF
 NE0586'WYANDOTTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0549 ***********************************************************************
 NE0549  DESIGNATION -  END
 NE0549  PID         -  NE0549
 NE0549  STATE/COUNTY-  MI/WAYNE
 NE0549  COUNTRY     -  US
 NE0549  USGS QUAD   -  WYANDOTTE (2017)
 NE0549
 NE0549                         *CURRENT SURVEY CONTROL
 NE0549  ______________________________________________________________________
 NE0549* NAD 83(1986) POSITION- 42 10 41.     (N) 083 08 44.     (W)   SCALED
 NE0549* NAVD 88 ORTHO HEIGHT -   176.19  (+/-2cm)      578.1   (feet) VERTCON3
 NE0549  ______________________________________________________________________
 NE0549  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 NE0549  VERT ORDER      -  ? (See Below)
 NE0549
 NE0549.The horizontal coordinates were scaled from a map and have
 NE0549.an estimated accuracy of +/- 6 seconds.
 NE0549
 NE0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0549
 NE0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0549.GEOID18 height accuracy estimate available here.
 NE0549
 NE0549.The vertical order pertains to the NGVD 29 superseded value.
 NE0549
 NE0549.Click photographs - Photos may exist for this station.
 NE0549
 NE0549;                    North         East    Units  Estimated Accuracy
 NE0549;SPC MI S     -    76,050.    4,100,880.      MT  (+/- 180 meters Scaled)
 NE0549
 NE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG228717(NAD 83)
 NE0549
 NE0549                          SUPERSEDED SURVEY CONTROL
 NE0549
 NE0549  NGVD 29 (??/??/92)  176.383  (m)          578.68   (f) ADJ UNCH       
 NE0549
 NE0549.Superseded values are not recommended for survey control.
 NE0549
 NE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0549.See file dsdata.pdf to determine how the superseded data were derived.
 NE0549
 NE0549_MARKER: Z = SEE DESCRIPTION
 NE0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0549_SP_SET: ROD
 NE0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0549
 NE0549  HISTORY     - Date     Condition        Report By
 NE0549  HISTORY     - 1948     MONUMENTED       USLS
 NE0549  HISTORY     - 1970     GOOD             USLS
 NE0549
 NE0549                          STATION DESCRIPTION
 NE0549
 NE0549'DESCRIBED BY US LAKE SURVEY 1970
 NE0549'AT GROSSE ILE.
 NE0549'END IS IN THE LOWER PART OF THE DETROIT RIVER, ON EAST SIDE
 NE0549'OF AND NEAR THE HEAD OF GROSSE ILE, WAYNE COUNTY, MICHIGAN,
 NE0549'0.4 MILES NORTH OF BRIDGE ROAD, AT THE SOUTHWEST CORNER OF PARK
 NE0549'LANE ROAD AND ROAD TO THE WEST, 37.1 FEET FROM CENTERLINE
 NE0549'OF PARK LANE ROAD, 20.1 FEET FROM CENTERLINE OF ROAD TO THE
 NE0549'WEST, 8.5 FEET WEST OF A MAPLE, 1/4-FOOT BELOW THE GROUND
 NE0549'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER ROD,
 NE0549'7-1/2 FEET LONG.  NOTE-- PREV. DESIG. BM END 1948
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0605 ***********************************************************************
 QK0605  DESIGNATION -  ENERGY
 QK0605  PID         -  QK0605
 QK0605  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0605  COUNTRY     -  US
 QK0605  USGS QUAD   -  OCQUEOC (2017)
 QK0605
 QK0605                         *CURRENT SURVEY CONTROL
 QK0605  ______________________________________________________________________
 QK0605* NAD 83(1994) POSITION- 45 29 24.76438(N) 084 01 59.18191(W)   ADJUSTED
 QK0605* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 QK0605  ______________________________________________________________________
 QK0605  GEOID HEIGHT    -        -36.624 (meters)                     GEOID18
 QK0605  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 QK0605  HORZ ORDER      -  THIRD
 QK0605
 QK0605.The horizontal coordinates were established by classical geodetic methods
 QK0605.and adjusted by the National Geodetic Survey in February 1997.
 QK0605
 QK0605.The orthometric height was scaled from a topographic map.
 QK0605
 QK0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0605.GEOID18 height accuracy estimate available here.
 QK0605
 QK0605.Click photographs - Photos may exist for this station.
 QK0605
 QK0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0605
 QK0605. The following values were computed from the NAD 83(1994) position.
 QK0605
 QK0605;                    North         East     Units Scale Factor Converg.
 QK0605;SPC MI C     -   241,582.149 6,026,073.803   MT  0.99995825   +0 14 08.3
 QK0605;SPC MI C     -   792,592.35 19,770,583.34   iFT  0.99995825   +0 14 08.3
 QK0605;UTM  16      - 5,041,691.514   731,832.440   MT  1.00026085   +2 07 00.2
 QK0605;UTM  17      - 5,041,884.876   262,993.834   MT  1.00029068   -2 09 50.4
 QK0605
 QK0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0605!SPC MI C     -   0.99997236  x   0.99995825  =   0.99993061
 QK0605!UTM  16      -   0.99997236  x   1.00026085  =   1.00023320
 QK0605!UTM  17      -   0.99997236  x   1.00029068  =   1.00026303
 QK0605
 QK0605:                Primary Azimuth Mark                     Grid Az
 QK0605:SPC MI C     -  RADIO STATION WHAK MAST                  139 22 48.3
 QK0605:UTM  16      -  RADIO STATION WHAK MAST                  137 29 56.4
 QK0605:UTM  17      -  RADIO STATION WHAK MAST                  141 46 47.0
 QK0605
 QK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3183241691(NAD 83)
 QK0605
 QK0605|---------------------------------------------------------------------|
 QK0605| PID    Reference Object                     Distance      Geod. Az  |
 QK0605|                                                           dddmmss.s |
 QK0605| QJ0310 RADIO STATION WHAK MAST             APPROX.13.4 KM 1393656.6 |
 QK0605| CH1115 ENERGY RM 1                          11.520 METERS 14201     |
 QK0605| QK0578 OWENS LOOKOUT TOWER                 APPROX.19.2 KM 2815021.2 |
 QK0605| CH1116 ENERGY RM 2                          12.364 METERS 32243     |
 QK0605|---------------------------------------------------------------------|
 QK0605
 QK0605                          SUPERSEDED SURVEY CONTROL
 QK0605
 QK0605  NAD 83(1986)-  45 29 24.75494(N)    084 01 59.18209(W) AD(       ) 3
 QK0605  NAD 27      -  45 29 24.70800(N)    084 01 59.15100(W) AD(       ) 3
 QK0605
 QK0605.Superseded values are not recommended for survey control.
 QK0605
 QK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0605.See file dsdata.pdf to determine how the superseded data were derived.
 QK0605
 QK0605_MARKER: DS = TRIANGULATION STATION DISK
 QK0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0605_STAMPING: ENERGY 1956
 QK0605_MARK LOGO: CGS
 QK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0605+STABILITY: SURFACE MOTION
 QK0605
 QK0605  HISTORY     - Date     Condition        Report By
 QK0605  HISTORY     - 1956     MONUMENTED       CGS
 QK0605  HISTORY     - 19990830 GOOD             USPSQD
 QK0605
 QK0605                          STATION DESCRIPTION
 QK0605
 QK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0605'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ROGERS CITY, ABOUT
 QK0605'11 MILES NORTH OF MILLERSBURG, ON A SAND HILL THAT IS COVERED WITH
 QK0605'SCRUB TIMBER, ON HIGHWAY RIGHT-OF-WAY, ABOUT 40 FEET HIGHER THEN THE
 QK0605'ROAD.  IT IS 240 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 23, 147
 QK0605'FEET SOUTHEAST OF THE RIM OF THE ROAD BANK, 54 FEET NORTHWEST OF THE
 QK0605'NORTHWEST RIM OF A SAND PIT, 41 FEET SOUTHEAST OF A 6 INCH OAK TREE
 QK0605'WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 3 FEET SOUTH OF AN
 QK0605'OLD SIGNBOARD POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QK0605'STAMPED ENERGY 1956.
 QK0605'
 QK0605'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE IN THE TOP OF 4 INCH CAST
 QK0605'IRON PIPES.
 QK0605'
 QK0605'TO REACH THE STATION FROM THE JUNCTION OF M 68 AND U.S. HIGHWAY 23
 QK0605'ABOUT 1 MILE SOUTHWEST OF ROGERS CITY, GO NORTHWEST AND WEST ON U.S.
 QK0605'HIGHWAY 23 FOR 10.55 MILES TO A GRAVEL CROSSROAD.  CONTINUE WEST ON
 QK0605'U.S. HIGHWAY 23 FOR 2.15 MILES TO THE SAND HILL ON THE LEFT AND A
 QK0605'PARKING AREA ON THE RIGHT.  FROM HERE PACK SOUTHEAST UP HILL TO THE
 QK0605'HIGHEST POINT AND THE STATION.
 QK0605'
 QK0605'REFERENCE MARK 1 IS 16 FEET NORTHWEST OF THE NORTHWEST RIM OF A SAND
 QK0605'PIT AND 41 FEET SOUTHEAST OF THE OLD SIGNBOARD POST.  THE MARK
 QK0605'PROJECTS 8 INCHES AND THE DISK IS STAMPED ENERGY NO 1 1956.
 QK0605'
 QK0605'REFERENCE MARK 2 IS 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 QK0605'23, 106 FEET NORTHWEST OF THE NORTHWEST RIM OF THE SAND PIT AND 7 FEET
 QK0605'EAST OF THE 6 INCH OAK TREE WITH THE TRIANGULAR BLAZE ON THE NORTHWEST
 QK0605'SIDE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ENERGY NO 2
 QK0605'1956.
 QK0605'
 QK0605'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0605
 QK0605                          STATION RECOVERY (1999)
 QK0605
 QK0605'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1214 ***********************************************************************
 RJ1214  DESIGNATION -  ENGADINE
 RJ1214  PID         -  RJ1214
 RJ1214  STATE/COUNTY-  MI/MACKINAC
 RJ1214  COUNTRY     -  US
 RJ1214  USGS QUAD   -  ENGADINE (2017)
 RJ1214
 RJ1214                         *CURRENT SURVEY CONTROL
 RJ1214  ______________________________________________________________________
 RJ1214* NAD 83(1994) POSITION- 46 07 23.56053(N) 085 34 24.78106(W)   ADJUSTED
 RJ1214* NAVD 88 ORTHO HEIGHT -   217.1   (meters)      712.    (feet) VERTCON3
 RJ1214  ______________________________________________________________________
 RJ1214  GEOID HEIGHT    -        -35.002 (meters)                     GEOID18
 RJ1214  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 RJ1214  HORZ ORDER      -  SECOND
 RJ1214  VERT ORDER      -  THIRD ? (See Below)
 RJ1214
 RJ1214.The horizontal coordinates were established by classical geodetic methods
 RJ1214.and adjusted by the National Geodetic Survey in February 1997.
 RJ1214
 RJ1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1214
 RJ1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1214.GEOID18 height accuracy estimate available here.
 RJ1214
 RJ1214.The vertical order pertains to the NGVD 29 superseded value.
 RJ1214
 RJ1214.Click photographs - Photos may exist for this station.
 RJ1214
 RJ1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1214
 RJ1214. The following values were computed from the NAD 83(1994) position.
 RJ1214
 RJ1214;                    North         East     Units Scale Factor Converg.
 RJ1214;SPC MI N     -   149,911.178 8,110,235.757   MT  0.99990682   +1 01 51.7
 RJ1214;SPC MI N     -   491,834.57 26,608,385.03   iFT  0.99990682   +1 01 51.7
 RJ1214;UTM  16      - 5,108,726.249   610,207.449   MT  0.99974931   +1 01 42.0
 RJ1214
 RJ1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1214!SPC MI N     -   0.99997145  x   0.99990682  =   0.99987828
 RJ1214!UTM  16      -   0.99997145  x   0.99974931  =   0.99972077
 RJ1214
 RJ1214:                Primary Azimuth Mark                     Grid Az
 RJ1214:SPC MI N     -  ENGADINE AZ MK                           019 48 31.6
 RJ1214:UTM  16      -  ENGADINE AZ MK                           019 48 41.3
 RJ1214
 RJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1020708726(NAD 83)
 RJ1214
 RJ1214|---------------------------------------------------------------------|
 RJ1214| PID    Reference Object                     Distance      Geod. Az  |
 RJ1214|                                                           dddmmss.s |
 RJ1214| CH1119 ENGADINE RM 1                        22.955 METERS 01613     |
 RJ1214| CH1118 ENGADINE AZ MK 2                                   0205023.2 |
 RJ1214| CH1117 ENGADINE AZ MK                                     0205023.3 |
 RJ1214| CH1120 ENGADINE RM 2                        23.451 METERS 16506     |
 RJ1214|---------------------------------------------------------------------|
 RJ1214
 RJ1214                          SUPERSEDED SURVEY CONTROL
 RJ1214
 RJ1214  NAD 83(1986)-  46 07 23.55492(N)    085 34 24.77902(W) AD(       ) 2
 RJ1214  NAD 27      -  46 07 23.58352(N)    085 34 24.41317(W) AD(       ) 2
 RJ1214
 RJ1214.Superseded values are not recommended for survey control.
 RJ1214
 RJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1214.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1214
 RJ1214_MARKER: DS = TRIANGULATION STATION DISK
 RJ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1214_STAMPING: ENGADINE 1965
 RJ1214_MARK LOGO: CGS
 RJ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1214+STABILITY: SURFACE MOTION
 RJ1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1214+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 RJ1214
 RJ1214  HISTORY     - Date     Condition        Report By
 RJ1214  HISTORY     - 1965     MONUMENTED       CGS
 RJ1214  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1214  HISTORY     - 1976     GOOD             MIDH
 RJ1214  HISTORY     - 19950817 GOOD             USPSQD
 RJ1214  HISTORY     - 20080709 GOOD             MIDT
 RJ1214  HISTORY     - 20081119 GOOD             INDIV
 RJ1214
 RJ1214                          STATION DESCRIPTION
 RJ1214
 RJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1214'STATION IS ABOUT 1/2 MI (0.80 KM) NORTH-NORTHWEST OF ENGADINE, 0.1 MI
 RJ1214'(0.2 KM) WEST OF MI 117, 0.05 MI (0.08 KM) WEST OF THE ENGADINE
 RJ1214'CEMETERY, AT THE EAST EDGE OF A TIMBER COVERED HILL AND ON PROPERTY
 RJ1214'OWNED BY MR. FRANK LESATZ.
 RJ1214'
 RJ1214'TO REACH THE STATION FROM THE RAILROAD CROSSING AND MI 117 IN
 RJ1214'ENGADINE, GO NORTH ON MI 117 FOR 0.45 MI (0.72 KM) TO A SIDE ROAD
 RJ1214'LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON MI 117
 RJ1214'FOR 0.4 MI (0.6 KM) TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND
 RJ1214'GO WEST ON COUNTY ROUTE 1031 (STIMICH ROAD) FOR 0.1 MI (0.2 KM) TO A
 RJ1214'DIM FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE DIM FIELD
 RJ1214'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION.
 RJ1214'
 RJ1214'STATION MARKS ARE STANDARD DISKS STAMPED ENGADINE 1965.  THE SURFACE
 RJ1214'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 RJ1214'(15 CM).  IT IS 42 FT (12.8 M) NORTHEAST OF A TWIN TRUNKED MAPLE TREE,
 RJ1214'26 FT (7.9 M) SOUTH OF A 10 INCH MAPLE TREE, 21 FT (6.4 M) WEST OF A
 RJ1214'FENCE AND 5 FT (1.5 M) EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 RJ1214'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES (122 CM) BELOW
 RJ1214'THE GROUND SURFACE.
 RJ1214'
 RJ1214'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ENGADINE NO 1 1965, IS
 RJ1214'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES (20 CM).  IT
 RJ1214'IS 29 FT (8.8 M) EAST OF A TWIN TRUNKED MAPLE TREE, 7 FT (2.1 M)
 RJ1214'NORTHEAST OF A 10 INCH MAPLE TREE AND 1/2 FT (15 CM) WEST OF THE
 RJ1214'FENCE.
 RJ1214'
 RJ1214'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENGADINE NO 2 1965, IS
 RJ1214'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES (20 CM).  IT
 RJ1214'IS 44 FT (13.4 M) EAST OF A 10 INCH MAPLE TREE, 38 FT (11.6 M)
 RJ1214'NORTHEAST OF A TRIPLE TRUNKED MAPLE TREE AND 1 FT (0.3 M) WEST OF THE
 RJ1214'FENCE.
 RJ1214'
 RJ1214'AZIMUTH MARK, A STANDARD DISK STAMPED ENGADINE 1965, IS SET IN A ROUND
 RJ1214'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 75 FT (22.9 M)
 RJ1214'EAST OF THE CENTER OF MI 117, 3 FT (0.9 M) NORTH OF A METAL WITNESS
 RJ1214'POST AND 2 FT (0.6 M) NORTH OF A FENCE CORNER.
 RJ1214'
 RJ1214'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1214
 RJ1214                          STATION RECOVERY (1973)
 RJ1214
 RJ1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1214'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1214'DISTANCES MEASURED O.K. ORIGINAL DESCRIPTION ADEQUATE.
 RJ1214'
 RJ1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ABOUT 1/2
 RJ1214'MI.  NORTH-NORTHWEST OF ENGADINE
 RJ1214
 RJ1214                          STATION RECOVERY (1976)
 RJ1214
 RJ1214'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (MAC)
 RJ1214'ENGADINE 1965 RECOVERED GOOD.
 RJ1214'
 RJ1214'STATION RECOVERED AS DESCRIBED.
 RJ1214'
 RJ1214'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE ON U.S. 2,
 RJ1214'WEST OF STATE HWY M-117.
 RJ1214
 RJ1214                          STATION RECOVERY (1995)
 RJ1214
 RJ1214'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1214'RECOVERED IN GOOD CONDITION.
 RJ1214
 RJ1214                          STATION RECOVERY (2008)
 RJ1214
 RJ1214'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (LEW)
 RJ1214'THIS RECOVERY IS FOR THE AZIMUTH MARKS.
 RJ1214'
 RJ1214'1978 MICHIGAN DEPARTMENT OF TRANSPORTATION NOTES INDICATE THAT IN 1978
 RJ1214'NGS APPROVED THE MOVING OF THE AZIMUTH MARK DUE TO CONSTRUCTION OF A
 RJ1214'NEW MDOT MAINTENANCE GARAGE.
 RJ1214'THE MDOT NOTES INDICATE AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED
 RJ1214''ENGADINE NO. 2 1978' AND IS SET IN A 12 INCH CYLINDRICAL CONCRETE
 RJ1214'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 112 FEET EAST OF
 RJ1214'THE CENTERLINE OF STATE HIGHWAY M-117, 38 FEET EAST OF A CHAIN LINK
 RJ1214'FENCE CORNER AND 2 FEET WEST OF A METAL WITNESS POST.
 RJ1214'THE MDOT NOTES ALSO INDICATE THAT THE NEW AZIMUTH MARK WAS SET ON LINE
 RJ1214'AND BEYOND THE OLD AZIMUTH MARK, THEREFORE THE AZIMUTH OF THE LINE
 RJ1214'WILL REMAIN THE SAME.  AZIMUTH MARK NO. 1 WAS REMOVED AND THE CAP
 RJ1214'MAILED TO NGS.
 RJ1214'
 RJ1214'ON JULY 9, 2008 RECOVERED A NGS AZIMUTH MARK DISK STAMPED 'ENGADINE
 RJ1214'1965 1977' (NOT STAMPED 'ENGADINE NO. 2 1978'), SET IN A 12 INCH
 RJ1214'DIAMETER CONCRETE MONUMENT, O.3 FEET BELOW GROUND SURFACE.  MARK FALLS
 RJ1214'BELOW AN EAST-WEST CHAIN LINK FENCE, 36.5 FEET EAST OF CHAIN LINK
 RJ1214'FENCE CORNER.  FENCE IS ALONG NORTH SIDE OF MDOT ENGADINE MAINTENANCE
 RJ1214'GARAGE PROPERTY.  NO WITNESS POST.  DID NOT RECOVER AZIMUTH MARK NO.
 RJ1214'1.
 RJ1214
 RJ1214                          STATION RECOVERY (2008)
 RJ1214
 RJ1214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMD)
 RJ1214'RECOVERED AS FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0710 ***********************************************************************
 OK0710  DESIGNATION -  ENSLEY RESET
 OK0710  PID         -  OK0710
 OK0710  STATE/COUNTY-  MI/NEWAYGO
 OK0710  COUNTRY     -  US
 OK0710  USGS QUAD   -  SAND LAKE (2017)
 OK0710
 OK0710                         *CURRENT SURVEY CONTROL
 OK0710  ______________________________________________________________________
 OK0710* NAD 83(2011) POSITION- 43 21 56.77830(N) 085 36 10.77156(W)   ADJUSTED
 OK0710* NAD 83(2011) ELLIP HT-   307.907 (meters)        (06/27/12)   ADJUSTED
 OK0710* NAD 83(2011) EPOCH   -  2010.00
 OK0710* NAVD 88 ORTHO HEIGHT -   341.2   (meters)     1119.    (feet) GPS OBS
 OK0710  ______________________________________________________________________
 OK0710  NAVD 88 orthometric height was determined with geoid model    GEOID90
 OK0710  GEOID HEIGHT    -        -32.970 (meters)                     GEOID90
 OK0710  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 OK0710  NAD 83(2011) X  -    356,069.642 (meters)                     COMP
 OK0710  NAD 83(2011) Y  - -4,630,699.365 (meters)                     COMP
 OK0710  NAD 83(2011) Z  -  4,357,343.728 (meters)                     COMP
 OK0710  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 OK0710
 OK0710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0710  Standards:
 OK0710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0710  -------------------------------------------------------------------
 OK0710  NETWORK    7.96   9.00           2.50   3.70   4.59      0.26588996
 OK0710  -------------------------------------------------------------------
 OK0710  Click here for local accuracies and other accuracy information.
 OK0710
 OK0710.The horizontal coordinates were established by GPS observations
 OK0710.and adjusted by the National Geodetic Survey in June 2012.
 OK0710
 OK0710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0710.been affixed to the stable North American tectonic plate. See 
 OK0710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0710
 OK0710.The horizontal coordinates are valid at the epoch date displayed above
 OK0710.which is a decimal equivalence of Year/Month/Day.
 OK0710
 OK0710.The orthometric height was determined by GPS observations and a
 OK0710.high-resolution geoid model.
 OK0710
 OK0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0710.GEOID18 height accuracy estimate available here.
 OK0710
 OK0710.Click photographs - Photos may exist for this station.
 OK0710
 OK0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0710
 OK0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0710
 OK0710.The ellipsoidal height was determined by GPS observations
 OK0710.and is referenced to NAD 83.
 OK0710
 OK0710. The following values were computed from the NAD 83(2011) position.
 OK0710
 OK0710;                    North         East     Units Scale Factor Converg.
 OK0710;SPC MI S     -   207,984.995 3,899,798.282   MT  0.99994204   -0 50 28.9
 OK0710;SPC MI S     -   682,365.47 12,794,613.79   iFT  0.99994204   -0 50 28.9
 OK0710;UTM  16      - 4,802,382.061   613,190.709   MT  0.99975760   +0 57 33.7
 OK0710
 OK0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0710!SPC MI S     -   0.99995172  x   0.99994204  =   0.99989376
 OK0710!UTM  16      -   0.99995172  x   0.99975760  =   0.99970933
 OK0710
 OK0710:                Primary Azimuth Mark                     Grid Az
 OK0710:SPC MI S     -  ENSLEY RM 2                              284 42 36.1
 OK0710:UTM  16      -  ENSLEY RM 2                              282 54 33.5
 OK0710
 OK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1319002382(NAD 83)
 OK0710
 OK0710|---------------------------------------------------------------------|
 OK0710| PID    Reference Object                     Distance      Geod. Az  |
 OK0710|                                                           dddmmss.s |
 OK0710| OK0609 HOWARD CITY WATER TANK              APPROX.11.6 KM 0710842.4 |
 OK0710| CH0193 ENSLEY RM 3                          11.825 METERS 07458     |
 OK0710| CH0191 ENSLEY RM 1                          41.983 METERS 15918     |
 OK0710| CH0192 ENSLEY RM 2                                        2835207.2 |
 OK0710|---------------------------------------------------------------------|
 OK0710
 OK0710                          SUPERSEDED SURVEY CONTROL
 OK0710
 OK0710  NAD 83(2007)-  43 21 56.77766(N)    085 36 10.77317(W) AD(2002.00) 0
 OK0710  ELLIP H (02/10/07)  307.934  (m)                       GP(2002.00)    
 OK0710  ELLIP H (07/17/02)  307.925  (m)                       GP(       ) 4 1
 OK0710  NAD 83(1994)-  43 21 56.77754(N)    085 36 10.77212(W) AD(       ) 1
 OK0710  ELLIP H (02/03/97)  307.967  (m)                       GP(       ) 4 1
 OK0710  NAD 83(1986)-  43 21 56.77544(N)    085 36 10.78159(W) AD(       ) 1
 OK0710  NAD 83(1986)-  43 21 56.77544(N)    085 36 10.78159(W) AD(       ) 1
 OK0710  NAD 27      -  43 21 56.68100(N)    085 36 10.63000(W) AD(       ) 1
 OK0710
 OK0710.Superseded values are not recommended for survey control.
 OK0710
 OK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0710.See file dsdata.pdf to determine how the superseded data were derived.
 OK0710
 OK0710_MARKER: DS = TRIANGULATION STATION DISK
 OK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0710_STAMPING: ENSLEY 1931 1967
 OK0710_MARK LOGO: CGS
 OK0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0710+STABILITY: SURFACE MOTION
 OK0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0710+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 OK0710
 OK0710  HISTORY     - Date     Condition        Report By
 OK0710  HISTORY     - 1967     MONUMENTED       CGS
 OK0710  HISTORY     - 1980     GOOD             MIDH
 OK0710  HISTORY     - 19910327 GOOD             USFS
 OK0710  HISTORY     - 20230507 GOOD             WILWRK
 OK0710
 OK0710                          STATION DESCRIPTION
 OK0710
 OK0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OK0710'THE STATION MARK (SURFACE) WAS FOUND TILTED.  THE UNDERGROUN MARK,
 OK0710'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 OK0710'2 IS OBSTRUCTED BY TREES.  A NEW SURFACE MARK AND A REFERENCE MARK 3
 OK0710'WERE SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW
 OK0710'DESCRIPTION IS NEEDED.
 OK0710'
 OK0710'THE STATION IS ABOUT 7 MILES SOUTHWEST OF HOWARD CITY AND ON A
 OK0710'PARTIALLY CLEARED HILL OWNED BY MR. RONALD VAUGHAN.  IT IS 154 FEET
 OK0710'WEST OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD, 84 FEET WEST OF A
 OK0710'20 INCH OAK TREE, 64 FEET SOUTHWEST OF A POWER POLE, 53 FEET SOUTH OF
 OK0710'A 4 INCH MAPLE TREE AND 26 FEET NORTH OF THE CENTERLINE OF AN ENTRANCE
 OK0710'ROAD, ALSO 1 FOOT EAST OF A METAL WITNESS POST.  THE SURFACE MONUMENT
 OK0710'IS 8 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OK0710'ENSLEY 1931 1967.  (NOTE 1C 7A)
 OK0710'
 OK0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 (FEDERAL
 OK0710'ROAD) AND STATE HIGHWAY M 46 IN HOWARD CITY, GO SOUTH ON HIGHWAY 131
 OK0710'FOR 2.0 MILES TO A PAVED CROSSROAD (KENDAVILLE ROAD)   TURN RIGHT AND
 OK0710'GO WEST ON KENDAVILLE ROAD FOR 1.5 MILES TO THE TRI COUNTY AREA HIGH
 OK0710'SCHOOL ON THE RIGHT.  CONTINUE WEST ON THE PAVED ROAD FOR 4.55 MILE TO
 OK0710'THE TOP OF GRADE AND A SIDE ROAD LEFT.  *TURN LEFT ON THE GRADED ROAD
 OK0710'AND GO SOUTH FOR 0.1 MILE TO AN ENTRANCE ROAD AND THE STATION ON THE
 OK0710'RIGHT.
 OK0710'
 OK0710'*TO REACH REFERENCE MARK 2 FROM THIS POINT, CONTINUE WEST ON THE PAVED
 OK0710'ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 OK0710'
 OK0710'REFERENCE MARK 1 IS 57 FEET SOUTHEAST OF THE OAK TREE, 26 FEET EAST OF
 OK0710'A TWIN TRUNK 12 INCH OAK TREE AND 5 FEET WEST OF THE CENTERLINE OF
 OK0710'OVERHEAD POWER LINES.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 OK0710'STAMPED ENSLEY NO 1 1931.
 OK0710'
 OK0710'REFERENCE MARK 2 IS 134 FEET WEST OF THE CENTERLINE OF A FIELD DRIVE,
 OK0710'113 FEET NORTHEAST OF THE NORTHEAST CORNER OF ENSLEY GRANGE, 64 FEET
 OK0710'NORTHEAST OF A 36 INCH OAK TREE, 33 FEET NORTH OF THE CENTERLINE OF
 OK0710'THE ROAD AND 1 FOOT SOUTH OF A FENCE AND METAL WITNESS POST.  THE
 OK0710'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ENSLEY NO 2 1931.
 OK0710'
 OK0710'REFERENCE MARK 3 IS 44 FEET SOUTHEAST OF THE MAPLE TREE, 36 FEET NORTH
 OK0710'OF THE CENTERLINE OF THE ENTRANCE ROAD, 32 FEET SOUTH OF THE POWER
 OK0710'POLE AND 1 FOOT NORTH OF A METER POLE.  THE MONUMENT PROJECTS 2 INCHES
 OK0710'AND THE DISK IS STAMPED ENSLEY NO 3 1931 1967.
 OK0710'
 OK0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES SOUTHWEST OF
 OK0710'HOWARD CITY
 OK0710'
 OK0710'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0710
 OK0710                          STATION RECOVERY (1980)
 OK0710
 OK0710'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0710'THE STATION AND REFERENCE MARKS 1 AND 3 WERE FOUND AND IN GOOD
 OK0710'CONDITION.
 OK0710'
 OK0710'THE AZIMUTH MARK (REFERENCE MARK 2) WAS FOUND IN GOOD CONDITION AS
 OK0710'DESCRIBED.
 OK0710
 OK0710                          STATION RECOVERY (1991)
 OK0710
 OK0710'RECOVERY NOTE BY US FOREST SERVICE 1991
 OK0710'FROM THE INTERSECTION OF M-82 AND BUSINESS US-131 IN DOWNTOWN HOWARD
 OK0710'CITY PROCEED WEST ALONG M-82, 4.6 MI (7.4 KM) TO THE NEWAYGO-MONTCALM
 OK0710'COUNTY LINE, TURN SOUTH ON HWY 607 AND GO 2.0 MI (3.2 KM) TO 104TH
 OK0710'ST., TURN WEST AND GO 2.0 MI (3.2 KM) TO COTTONWOOD AVE., TURN SOUTH
 OK0710'AND GO 407 FT (124.1 M) TO AN OLD DRIVEWAY ON THE WEST SIDE OF THE
 OK0710'ROAD, TURN WEST AND GO 164 FT (50.0 M) TO THE STATION, 4 FT (1.2 M)
 OK0710'EAST OF A METAL POST, MAP POSITION IS NEAR THE NORTHEAST CORNER OF
 OK0710'SECTION 10 T11N R11W.  THE STATION MARK IS A 12 INCH SQUARE CONCRETE
 OK0710'MONUMENT WITH A 3 1/2 INCH BRASS DISK, ABOUT 10 INCHES BELOW THE
 OK0710'SURFACE.
 OK0710
 OK0710                          STATION RECOVERY (2023)
 OK0710
 OK0710'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0710'RECOVERED AS DESCRIBED.  MARK IS PROBABLY SUITABLE FOR GNSS USE, BUT
 OK0710'MARGINAL AT BEST FOR OTHER SATELLITE OBSERVATIONS BECAUSE OF MOSTLY
 OK0710'DECIDUOUS TREE COVER.  ALONG WITH THE METAL WITNESS POST THERE IS ALSO
 OK0710'A CARSONITE POST ABOUT 2 FT (0.6 M) EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0159 ***********************************************************************
 NE0159  DESIGNATION -  ENTRANCE
 NE0159  PID         -  NE0159
 NE0159  STATE/COUNTY-  MI/WAYNE
 NE0159  COUNTRY     -  US
 NE0159  USGS QUAD   -  GROSSE POINTE (2017)
 NE0159
 NE0159                         *CURRENT SURVEY CONTROL
 NE0159  ______________________________________________________________________
 NE0159* NAD 83(1986) POSITION- 42 26 08.     (N) 082 52 30.     (W)   SCALED
 NE0159* NAVD 88 ORTHO HEIGHT -   176.061 (meters)      577.63  (feet) ADJUSTED
 NE0159  ______________________________________________________________________
 NE0159  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 NE0159  DYNAMIC HEIGHT  -        176.011 (meters)      577.46  (feet) COMP
 NE0159  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 NE0159
 NE0159  VERT ORDER      -  FIRST     CLASS 0
 NE0159
 NE0159.The horizontal coordinates were scaled from a map and have
 NE0159.an estimated accuracy of +/- 6 seconds.
 NE0159
 NE0159.The orthometric height was determined by differential leveling and
 NE0159.adjusted by the NATIONAL GEODETIC SURVEY
 NE0159.in June 1991.
 NE0159
 NE0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0159.GEOID18 height accuracy estimate available here.
 NE0159
 NE0159.Click photographs - Photos may exist for this station.
 NE0159
 NE0159.The dynamic height is computed by dividing the NAVD 88
 NE0159.geopotential number by the normal gravity value computed on the
 NE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0159.degrees latitude (g = 980.6199 gals.).
 NE0159
 NE0159.The modeled gravity was interpolated from observed gravity values.
 NE0159
 NE0159;                    North         East    Units  Estimated Accuracy
 NE0159;SPC MI S     -   105,010.    4,122,730.      MT  (+/- 180 meters Scaled)
 NE0159
 NE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG457998(NAD 83)
 NE0159
 NE0159                          SUPERSEDED SURVEY CONTROL
 NE0159
 NE0159  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    1 0
 NE0159
 NE0159.Superseded values are not recommended for survey control.
 NE0159
 NE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0159.See file dsdata.pdf to determine how the superseded data were derived.
 NE0159
 NE0159_MARKER: Z = SEE DESCRIPTION
 NE0159_SETTING: 0 = UNSPECIFIED SETTING
 NE0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0159
 NE0159  HISTORY     - Date     Condition        Report By
 NE0159  HISTORY     - 1950     MONUMENTED       USLS
 NE0159  HISTORY     - 1970     GOOD             USLS
 NE0159  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE0159
 NE0159                          STATION DESCRIPTION
 NE0159
 NE0159'DESCRIBED BY US LAKE SURVEY 1970
 NE0159'AT GROSSE POINTE SHORES.
 NE0159'ENTRANCE IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT THE
 NE0159'GROSSE POINTE YACHT CLUB, ON NORTH SIDE OF THE ENTRANCE DRIVEWAY,
 NE0159'BETWEEN FOURTH AND FIFTH ELM TREE EAST OF JEFFERSON AVENUE,
 NE0159'78.9 FEET EAST OF FOURTH ELM, 59.3 FEET FROM A LAMP POST WHICH
 NE0159'IS ON NORTH SIDE OF THE DRIVEWAY AND THE THIRD LAMP FROM
 NE0159'JEFFERSON, 52.6 FEET FROM LAMP POST WHICH IS ON SOUTH SIDE
 NE0159'OF THE DRIVEWAY AND THE SECOND LAMP FROM JEFFERSON, 46.6 FEET
 NE0159'FROM FENCE RUNNING ALONG NORTH SIDE OF THE ENTRANCE RIGHT-OF-WAY,
 NE0159'26.3 FEET WEST OF FIFTH ELM, 15.3 FEET FROM NORTH CURB OF THE
 NE0159'DRIVEWAY, 1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0159'POINT ON TOP OF A 1-1/8-INCH DIAMETER IRON BAR, 8 FEET LONG.
 NE0159'NOTE-- PREV. DESIG. BM ENTRANCE 1950.
 NE0159
 NE0159                          STATION RECOVERY (1984)
 NE0159
 NE0159'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1178 ***********************************************************************
 RJ1178  DESIGNATION -  EPOUFETTE
 RJ1178  PID         -  RJ1178
 RJ1178  STATE/COUNTY-  MI/MACKINAC
 RJ1178  COUNTRY     -  US
 RJ1178  USGS QUAD   -  EPOUFETTE (2017)
 RJ1178
 RJ1178                         *CURRENT SURVEY CONTROL
 RJ1178  ______________________________________________________________________
 RJ1178* NAD 83(1994) POSITION- 46 02 36.28206(N) 085 12 04.42634(W)   ADJUSTED
 RJ1178* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 RJ1178  ______________________________________________________________________
 RJ1178  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 RJ1178  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 RJ1178  HORZ ORDER      -  FIRST
 RJ1178
 RJ1178.The horizontal coordinates were established by classical geodetic methods
 RJ1178.and adjusted by the National Geodetic Survey in February 1997.
 RJ1178
 RJ1178.The orthometric height was scaled from a topographic map.
 RJ1178
 RJ1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1178.GEOID18 height accuracy estimate available here.
 RJ1178
 RJ1178.Click photographs - Photos may exist for this station.
 RJ1178
 RJ1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1178
 RJ1178. The following values were computed from the NAD 83(1994) position.
 RJ1178
 RJ1178;                    North         East     Units Scale Factor Converg.
 RJ1178;SPC MI N     -   141,629.632 8,139,205.443   MT  0.99991170   +1 18 00.5
 RJ1178;SPC MI N     -   464,664.15 26,703,429.93   iFT  0.99991170   +1 18 00.5
 RJ1178;UTM  16      - 5,100,443.745   639,173.192   MT  0.99983811   +1 17 42.3
 RJ1178
 RJ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1178!SPC MI N     -   0.99997773  x   0.99991170  =   0.99988943
 RJ1178!UTM  16      -   0.99997773  x   0.99983811  =   0.99981584
 RJ1178
 RJ1178:                Primary Azimuth Mark                     Grid Az
 RJ1178:SPC MI N     -  MANITOU PAYMENT                          098 22 21.9
 RJ1178:UTM  16      -  MANITOU PAYMENT                          098 22 40.1
 RJ1178
 RJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3917300443(NAD 83)
 RJ1178
 RJ1178|---------------------------------------------------------------------|
 RJ1178| PID    Reference Object                     Distance      Geod. Az  |
 RJ1178|                                                           dddmmss.s |
 RJ1178| RJ0383 MANITOU PAYMENT                     APPROX. 8.9 KM 0994022.4 |
 RJ1178| CH1121 EPOUFETTE RP                         25.135 METERS 20851     |
 RJ1178| RJ1177 EPOUFETTE RM 1                       59.553 METERS 22318     |
 RJ1178|---------------------------------------------------------------------|
 RJ1178
 RJ1178                          SUPERSEDED SURVEY CONTROL
 RJ1178
 RJ1178  NAD 83(1986)-  46 02 36.27611(N)    085 12 04.42396(W) AD(       ) 1
 RJ1178  NAD 27      -  46 02 36.25283(N)    085 12 04.14743(W) AD(       ) 1
 RJ1178
 RJ1178.Superseded values are not recommended for survey control.
 RJ1178
 RJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1178.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1178
 RJ1178_MARKER: B = BOLT
 RJ1178_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RJ1178_PROJECTION: FLUSH
 RJ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1178
 RJ1178  HISTORY     - Date     Condition        Report By
 RJ1178  HISTORY     - 1918     MONUMENTED       USLS
 RJ1178  HISTORY     - 1965     GOOD             CGS
 RJ1178  HISTORY     - 1965     GOOD             USLS
 RJ1178
 RJ1178                          STATION DESCRIPTION
 RJ1178
 RJ1178'DESCRIBED BY US LAKE SURVEY 1918
 RJ1178'ON NORTH SHORE OF LAKE MICHIGAN, NEAR SOUTHEAST CORNER OF ISLAND OFF
 RJ1178'END OF POINT EPOUFETTE, 41 FEET SOUTHEAST OF WATERS EDGE, 79 FEET
 RJ1178'NORTHWEST OF WATERS EDGE, 131 FEET EAST OF END OF ROCKY POINT, AND
 RJ1178'82.5 FEET N 28 DEG 55 MIN E. OF DRILL HOLE IN LARGE BOULDER.  MARKED
 RJ1178'BY BRASS BOLT IN MASS OF CONCRETE, TOP FLUSH WITH SURFACE OF GROUND,
 RJ1178'AND MARKED U.S. 18.
 RJ1178
 RJ1178                          STATION RECOVERY (1965)
 RJ1178
 RJ1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1178'THE STATION AND REFERENCE POINT WERE RECOVERED AND FOUND IN GOOD
 RJ1178'CONDITION.  A REFERENCE MARK WAS ESTABLISHED, AND OCCUPIED, SOUTHWEST
 RJ1178'OF THE STATION ON THE EDGE OF THE LAKE TO MAKE INTERVISIBLE THE LINE
 RJ1178'TO LITTLE HOG (USLS) 1918 RM 1 WITHOUT A TOWER.  FOR ADDITIONAL
 RJ1178'INFORMATION SEE DESCRIPTION TO TRIANGULATION STATION EPOUFETTE (USLS)
 RJ1178'1918 RM 1.
 RJ1178
 RJ1178                          STATION RECOVERY (1965)
 RJ1178
 RJ1178'RECOVERY NOTE BY US LAKE SURVEY 1965 (HTA)
 RJ1178'TO REACH STATION PROCEED THE SOUTHERLY CORNER OF THE ISLAND OFF THE
 RJ1178'END OF POINT EPOUFETTE, ABOUT 130 FEET EAST OF THE END OF A NARROW
 RJ1178'ROCKY POINT ABOUT 15 FEET INSIDE THE TREE LINE.
 RJ1178'
 RJ1178'STATION MARKED BY A BRASS BOLT IN A 6 INCH DIAMETER CONCRETE MONUMENT,
 RJ1178'FLUSH WITH THE GROUND SURFACE, MARKED U.S. 18.  A 6 INCH CEDAR POST
 RJ1178'PROJECTING 3 FEET ABOVE THE GROUND MARKED WITH A 5 INCH TRIANGLE AND
 RJ1178'THE LETTERS USLS, IS 2 FEET N 45 DEG E OF THE STATION.
 RJ1178'
 RJ1178'REFERENCE NO. 1 CONSISTING OF A WIRE NAIL IN A LEAD PLUG IN A 5 FOOT
 RJ1178'BOULDER AT THE TREE LINE IS 15.28 FEET S 50 DEG 18 MIN E OF STATION.
 RJ1178'
 RJ1178'REFERENCE NO. 2 CONSISTING OF A WIRE NAIL IN A LEAD PLUG IN A 5/8 INCH
 RJ1178'DRILL HOLE IN THE EASTERLY OF TWO 10 BY 10 BY 5 FOOT LIMESTONE
 RJ1178'BOULDERS NEAR THE WATERS EDGE IS 82.5 FEET S 28 DEG 55 MIN W OF THE
 RJ1178'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1177 ***********************************************************************
 RJ1177  DESIGNATION -  EPOUFETTE RM 1
 RJ1177  PID         -  RJ1177
 RJ1177  STATE/COUNTY-  MI/MACKINAC
 RJ1177  COUNTRY     -  US
 RJ1177  USGS QUAD   -  EPOUFETTE (2017)
 RJ1177
 RJ1177                         *CURRENT SURVEY CONTROL
 RJ1177  ______________________________________________________________________
 RJ1177* NAD 83(1994) POSITION- 46 02 34.87821(N) 085 12 06.32576(W)   ADJUSTED
 RJ1177* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) VERTCON3
 RJ1177  ______________________________________________________________________
 RJ1177  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 RJ1177  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 RJ1177  HORZ ORDER      -  SECOND
 RJ1177
 RJ1177.The horizontal coordinates were established by classical geodetic methods
 RJ1177.and adjusted by the National Geodetic Survey in February 1997.
 RJ1177
 RJ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1177
 RJ1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1177.GEOID18 height accuracy estimate available here.
 RJ1177
 RJ1177.Click photographs - Photos may exist for this station.
 RJ1177
 RJ1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1177
 RJ1177. The following values were computed from the NAD 83(1994) position.
 RJ1177
 RJ1177;                    North         East     Units Scale Factor Converg.
 RJ1177;SPC MI N     -   141,585.376 8,139,165.601   MT  0.99991173   +1 17 59.1
 RJ1177;SPC MI N     -   464,518.95 26,703,299.22   iFT  0.99991173   +1 17 59.1
 RJ1177;UTM  16      - 5,100,399.495   639,133.349   MT  0.99983798   +1 17 40.9
 RJ1177
 RJ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1177!SPC MI N     -   0.99997789  x   0.99991173  =   0.99988962
 RJ1177!UTM  16      -   0.99997789  x   0.99983798  =   0.99981587
 RJ1177
 RJ1177:                Primary Azimuth Mark                     Grid Az
 RJ1177:SPC MI N     -  LITTLE HOG RM 1                          291 56 43.4
 RJ1177:UTM  16      -  LITTLE HOG RM 1                          291 57 01.6
 RJ1177
 RJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3913300399(NAD 83)
 RJ1177
 RJ1177|---------------------------------------------------------------------|
 RJ1177| PID    Reference Object                     Distance      Geod. Az  |
 RJ1177|                                                           dddmmss.s |
 RJ1177| RJ1178 EPOUFETTE                            59.553 METERS 04318     |
 RJ1177| CH1121 EPOUFETTE RP                                       05322     |
 RJ1177| RJ1183 LITTLE HOG RM 1                     APPROX. 7.6 KM 2931442.5 |
 RJ1177|---------------------------------------------------------------------|
 RJ1177
 RJ1177                          SUPERSEDED SURVEY CONTROL
 RJ1177
 RJ1177  NAD 83(1986)-  46 02 34.87208(N)    085 12 06.32363(W) AD(       ) 2
 RJ1177  NAD 27      -  46 02 34.84895(N)    085 12 06.04681(W) AD(       ) 2
 RJ1177  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 RJ1177
 RJ1177.Superseded values are not recommended for survey control.
 RJ1177
 RJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1177.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1177
 RJ1177_MARKER: DR = REFERENCE MARK DISK
 RJ1177_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1177_STAMPING: EPOUFETTE USLS NO 1 1965
 RJ1177_MARK LOGO: CGS
 RJ1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1177+STABILITY: POSITION/ELEVATION WELL
 RJ1177
 RJ1177  HISTORY     - Date     Condition        Report By
 RJ1177  HISTORY     - 1965     MONUMENTED       CGS
 RJ1177
 RJ1177                          STATION DESCRIPTION
 RJ1177
 RJ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1177'THE STATION IS ABOUT 8-1/4 MILES SOUTH SOUTHEAST OF REXTON, 8 MILES
 RJ1177'WEST NORTHWEST OF BREVORT, 2 MILES WEST-SOUTHWEST OF EPOUFETTE, ON THE
 RJ1177'SOUTHEAST EDGE OF THE SMALL ISLAND THAT IS JUST OFF OF POINT
 RJ1177'EPOUFETTE.
 RJ1177'
 RJ1177'TO REACH THE STATION FROM THE POST OFFICE IN EPOUFETTE, GO NORTH FOR
 RJ1177'0.05 MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 2
 RJ1177'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO BACK WESTERLY
 RJ1177'FOR 0.5 MILE TO A T INTERSECTION.  TURN RIGHT AND GO WEST THEN
 RJ1177'SOUTHERLY FOR 1.8 MILES TO COUNTY ROAD 724 ON THE RIGHT.  CONTINUE
 RJ1177'AHEAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK, STRAIGHT AHEAD FOR
 RJ1177'0.1 MILE TO A FORK, ABOUT 100 YARDS EAST OF A TWO STORY WHITE HOUSE.
 RJ1177'TAKE THE RIGHT FORK AND GO SOUTH FOR 0.25 MILE TO A DIM WOODS ROAD
 RJ1177'ABOUT 60 YARDS WEST OF A BOATHOUSE.  GO SOUTHWESTERLY ON THE WOODS
 RJ1177'ROAD FOR ABOUT 0.3 MILE TO AN OLD GRAVEL PIT.  GO RIGHT AROUND THE PIT
 RJ1177'AND CONTINUE SOUTHWESTERLY FOR ABOUT 0.2 MILE TO THE SHORE OF THE LAKE
 RJ1177'AND THE END OF TRUCK TRAVEL.  PACK SOUTHERLY, ACROSS SHALLOW WATER,
 RJ1177'(HIP BOOTS WILL BE NEEDED IF THE WIND IS FROM THE SOUTH OR THE LAKE IS
 RJ1177'HIGH) TO THE ISLAND, THENCE SOUTHERLY ON THE EAST SHORE OF THE ISLAND
 RJ1177'TO THE STATION.
 RJ1177'
 RJ1177'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED EPOUFETTE
 RJ1177'USLS NO 1 1965, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE EDGE OF THE
 RJ1177'LAKE.  IT IS AT THE SOUTH EDGE OF THE SOUTHERN MOST ROCK OUTCROP ON
 RJ1177'THIS POINT OF THE ISLAND.  WHEN THE WIND IS FROM THE SOUTH THE WAVES
 RJ1177'BREAK OVER THE MARK.
 RJ1177'
 RJ1177'EPOUFETTE (USLS) 1918 IS A ROUND CONCRETE POST, 5 INCHES IN DIAMETER,
 RJ1177'WITH A NAIL NEAR THE CENTER THAT MARKS THE POINT HELD.  THE LETTERS U
 RJ1177'S 18 ARE MARKED IN THE CONCRETE.  IT IS 20 FEET NORTH OF THE SOUTH
 RJ1177'EDGE OF THE TREES, 17.0 FEET EAST OF A 6 INCH TRIANGLE BLAZED PINE
 RJ1177'TREE, 13.5 FEET NORTHWEST OF AN 8 INCH TRIANGLE BLAZED PINE TREE AND
 RJ1177'3.0 FEET SOUTHWEST OF A CEDAR POST INSCRIBED WITH A TRIANGLE AND THE
 RJ1177'LETTERS USLS.  THE MARK IS FLUSH WITH THE GROUND.
 RJ1177'
 RJ1177'THE USLS REFERENCE POINT IS A NAIL LEADED IN A DRILL HOLE IN THE EAST
 RJ1177'ONE OF TWO LARGE BOULDERS.  IT IS 52 FEET SOUTH OF THE TIMBER LINE.
 RJ1177'NO MEASUREMENT WAS MADE TO THIS MARK FROM THE STATION DUE TO
 RJ1177'INCREASING HIGH WIND AND WAVES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0618 ***********************************************************************
 OL0618  DESIGNATION -  ERIC
 OL0618  PID         -  OL0618
 OL0618  STATE/COUNTY-  MI/OCEANA
 OL0618  COUNTRY     -  US
 OL0618  USGS QUAD   -  WALKERVILLE EAST (2017)
 OL0618
 OL0618                         *CURRENT SURVEY CONTROL
 OL0618  ______________________________________________________________________
 OL0618* NAD 83(2011) POSITION- 43 44 36.37989(N) 086 04 42.08100(W)   ADJUSTED
 OL0618* NAD 83(2011) ELLIP HT-   225.910 (meters)        (06/27/12)   ADJUSTED
 OL0618* NAD 83(2011) EPOCH   -  2010.00
 OL0618* NAVD 88 ORTHO HEIGHT -   260.2   (meters)      854.    (feet) GPS OBS
 OL0618  ______________________________________________________________________
 OL0618  NAVD 88 orthometric height was determined with geoid model    GEOID90
 OL0618  GEOID HEIGHT    -        -33.930 (meters)                     GEOID90
 OL0618  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 OL0618  NAD 83(2011) X  -    315,656.950 (meters)                     COMP
 OL0618  NAD 83(2011) Y  - -4,604,588.940 (meters)                     COMP
 OL0618  NAD 83(2011) Z  -  4,387,697.729 (meters)                     COMP
 OL0618  LAPLACE CORR    -          4.84  (seconds)                    DEFLEC18
 OL0618
 OL0618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0618  Standards:
 OL0618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0618  -------------------------------------------------------------------
 OL0618  NETWORK    3.59   7.19           1.48   1.45   3.67      0.17634395
 OL0618  -------------------------------------------------------------------
 OL0618  Click here for local accuracies and other accuracy information.
 OL0618
 OL0618.The horizontal coordinates were established by GPS observations
 OL0618.and adjusted by the National Geodetic Survey in June 2012.
 OL0618
 OL0618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0618.been affixed to the stable North American tectonic plate. See 
 OL0618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0618
 OL0618.The horizontal coordinates are valid at the epoch date displayed above
 OL0618.which is a decimal equivalence of Year/Month/Day.
 OL0618
 OL0618.The orthometric height was determined by GPS observations and a
 OL0618.high-resolution geoid model.
 OL0618
 OL0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0618.GEOID18 height accuracy estimate available here.
 OL0618
 OL0618.Click photographs - Photos may exist for this station.
 OL0618
 OL0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0618
 OL0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0618
 OL0618.The ellipsoidal height was determined by GPS observations
 OL0618.and is referenced to NAD 83.
 OL0618
 OL0618. The following values were computed from the NAD 83(2011) position.
 OL0618
 OL0618;                    North         East     Units Scale Factor Converg.
 OL0618;SPC MI S     -   250,610.020 3,862,128.563   MT  1.00001924   -1 09 53.5
 OL0618;SPC MI S     -   822,211.35 12,671,025.47   iFT  1.00001924   -1 09 53.5
 OL0618;UTM  16      - 4,843,790.507   574,209.814   MT  0.99966774   +0 38 14.2
 OL0618
 OL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0618!SPC MI S     -   0.99996458  x   1.00001924  =   0.99998382
 OL0618!UTM  16      -   0.99996458  x   0.99966774  =   0.99963233
 OL0618
 OL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7420943790(NAD 83)
 OL0618
 OL0618                          SUPERSEDED SURVEY CONTROL
 OL0618
 OL0618  NAD 83(2007)-  43 44 36.38025(N)    086 04 42.08288(W) AD(2002.00) 0
 OL0618  ELLIP H (02/10/07)  225.930  (m)                       GP(2002.00)    
 OL0618  ELLIP H (07/17/02)  225.932  (m)                       GP(       ) 4 1
 OL0618  NAD 83(1994)-  43 44 36.37994(N)    086 04 42.08231(W) AD(       ) 1
 OL0618  ELLIP H (02/03/97)  225.976  (m)                       GP(       ) 4 1
 OL0618  NAD 83(1986)-  43 44 36.38190(N)    086 04 42.08849(W) AD(       ) 1
 OL0618
 OL0618.Superseded values are not recommended for survey control.
 OL0618
 OL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0618.See file dsdata.pdf to determine how the superseded data were derived.
 OL0618
 OL0618_MARKER: DD = SURVEY DISK
 OL0618_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0618_STAMPING: ERIC 1991
 OL0618_MARK LOGO: USFS
 OL0618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0618+STABILITY: SURFACE MOTION
 OL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0618+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0618
 OL0618  HISTORY     - Date     Condition        Report By
 OL0618  HISTORY     - 1991     MONUMENTED       USFS
 OL0618  HISTORY     - 20010928 GOOD             USPSQD
 OL0618  HISTORY     - 20041009 GOOD             USPSQD
 OL0618
 OL0618                          STATION DESCRIPTION
 OL0618
 OL0618'DESCRIBED BY US FOREST SERVICE 1991
 OL0618'FROM THE INTERSECTION OF 176TH AVE. AND HARRISON ROAD IN WALKERVILLE
 OL0618'PROCEED NORTH ON 176TH AVE., 2.0 MI (3.2 KM) TO JACKSON ROAD, TURN
 OL0618'EAST AND GO 2.0 MI (3.2 KM) TO STATION ON LEFT, 32.8 FT (10.0 M) WEST
 OL0618'OF THE CENTERLINE OF 192ND ROAD, 61 FT (18.6 M) NORTH OF THE
 OL0618'CENTERLINE OF JACKSON ROAD, IN LINE WITH POWER POLES TO NORTH, WEST OF
 OL0618'THE STOP SIGN, 1 FT (0.3 M) SOUTH OF A FIBERGLASS POST. MAP POSITION
 OL0618'IS NEAR THE SOUTHEAST CORNER OF SECTION 27 T16N R15W. STATION MARK IS
 OL0618'COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5 INCH SQUARE BY 36
 OL0618'INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD, SET 8 INCHES BELOW
 OL0618'THE SURFACE AND SURROUNDED BY 140 POUNDS OF REDI-MIX.
 OL0618
 OL0618                          STATION RECOVERY (2001)
 OL0618
 OL0618'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0618'RECOVERED IN GOOD CONDITION.
 OL0618
 OL0618                          STATION RECOVERY (2004)
 OL0618
 OL0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0393 ***********************************************************************
 RK0393  DESIGNATION -  ES 6
 RK0393  PID         -  RK0393
 RK0393  STATE/COUNTY-  MI/MARQUETTE
 RK0393  COUNTRY     -  US
 RK0393  USGS QUAD   -  GWINN (2017)
 RK0393
 RK0393                         *CURRENT SURVEY CONTROL
 RK0393  ______________________________________________________________________
 RK0393* NAD 83(1986) POSITION- 46 19 44.18   (N) 087 24 25.58   (W)   HD_HELD1
 RK0393* NAVD 88 ORTHO HEIGHT -   354.440 (meters)     1162.86  (feet) ADJUSTED
 RK0393  ______________________________________________________________________
 RK0393  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 RK0393  DYNAMIC HEIGHT  -        354.452 (meters)     1162.90  (feet) COMP
 RK0393  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 RK0393
 RK0393  VERT ORDER      -  FIRST     CLASS 0
 RK0393
 RK0393.The horizontal coordinates were determined by differentially corrected
 RK0393.hand held GPS observations or other comparable positioning techniques
 RK0393.and have an estimated accuracy of +/- 3 meters.
 RK0393
 RK0393.The orthometric height was determined by differential leveling and
 RK0393.adjusted by the NATIONAL GEODETIC SURVEY
 RK0393.in June 1991.
 RK0393
 RK0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0393.GEOID18 height accuracy estimate available here.
 RK0393
 RK0393.Click photographs - Photos may exist for this station.
 RK0393
 RK0393.The dynamic height is computed by dividing the NAVD 88
 RK0393.geopotential number by the normal gravity value computed on the
 RK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0393.degrees latitude (g = 980.6199 gals.).
 RK0393
 RK0393.The modeled gravity was interpolated from observed gravity values.
 RK0393
 RK0393;                    North         East    Units  Estimated Accuracy
 RK0393;SPC MI N     -   171,865.4   7,968,654.8     MT  (+/- 3 meters HH1 GPS) 
 RK0393
 RK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6866430676(NAD 83)
 RK0393
 RK0393                          SUPERSEDED SURVEY CONTROL
 RK0393
 RK0393.No superseded survey control is available for this station.
 RK0393
 RK0393_MARKER: DB = BENCH MARK DISK
 RK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0393_STAMPING: 1951 1162 ES 6
 RK0393_MARK LOGO: USGS
 RK0393_PROJECTION: FLUSH
 RK0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0393+STABILITY: SURFACE MOTION
 RK0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0393+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2009
 RK0393
 RK0393  HISTORY     - Date     Condition        Report By
 RK0393  HISTORY     - 1951     MONUMENTED       USGS
 RK0393  HISTORY     - 1975     GOOD             NOS
 RK0393  HISTORY     - 19970721 GOOD             LOCENG
 RK0393  HISTORY     - 19981216 GOOD             MIDT
 RK0393  HISTORY     - 20060916 GOOD             GEOCAC
 RK0393  HISTORY     - 20091006 GOOD             WOOLPT
 RK0393
 RK0393                          STATION DESCRIPTION
 RK0393
 RK0393'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0393'IN K I SAWYER AFB.
 RK0393'AT THE MAIN ENTRANCE DRIVE TO K. I. SAWYER AIR FORCE BASE, 0.23
 RK0393'MILE EAST ON MAIN AIR BASE DRIVE, 46.5 FT. NORTH OF DRIVE, 15.1 FT.
 RK0393'WEST OF OLD BLACKTOP COUNTY ROAD, 22.7 FT. EAST OF WITNESS SIGN POST.
 RK0393
 RK0393                          STATION RECOVERY (1997)
 RK0393
 RK0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GNV)
 RK0393'RECOVERED AS DESCRIBED.
 RK0393
 RK0393                          STATION RECOVERY (1998)
 RK0393
 RK0393'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RK0393'SAWYER, FROM THE JUNCTION OF STATE HIGHWAYS M-553 AND M-94, FOLLOW
 RK0393'M-94 0.90 MI E TO 1ST AVE, THENCE N 0.50 MI ON 1ST AVE TO 4-WAY
 RK0393'INTERSECTION AND THE MARK. IT IS 82.5 FT N15W OF POLE NO.186, 32.7 FT
 RK0393'N45E OF FENCE CORNER, 22.7 FT E OF WITNESS POST, 4 FT E OF NAIL AND
 RK0393'BRASS TAG IN PAVEMENT 'VAN NESTE SURVEYING' AND 0.5 FT BELOW GROUND
 RK0393'LEVEL.
 RK0393
 RK0393                          STATION RECOVERY (2006)
 RK0393
 RK0393'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0393'RECOVERED IN GOOD CONDITION.
 RK0393
 RK0393                          STATION RECOVERY (2009)
 RK0393
 RK0393'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (JKN)
 RK0393'SIGN ON WITNESS POST HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8101 ***********************************************************************
 AA8101  CBN         -  This is a Cooperative Base Network Control Station.
 AA8101  PACS        -  This is a Primary Airport Control Station.
 AA8101  DESIGNATION -  ESC C
 AA8101  PID         -  AA8101
 AA8101  STATE/COUNTY-  MI/DELTA
 AA8101  COUNTRY     -  US
 AA8101  USGS QUAD   -  ESCANABA (2017)
 AA8101
 AA8101                         *CURRENT SURVEY CONTROL
 AA8101  ______________________________________________________________________
 AA8101* NAD 83(2011) POSITION- 45 43 04.18328(N) 087 05 17.60274(W)   ADJUSTED
 AA8101* NAD 83(2011) ELLIP HT-   143.550 (meters)        (06/27/12)   ADJUSTED
 AA8101* NAD 83(2011) EPOCH   -  2010.00
 AA8101* NAVD 88 ORTHO HEIGHT -   179.43  (meters)      588.7   (feet) GPS OBS
 AA8101  ______________________________________________________________________
 AA8101  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8101  GEOID HEIGHT    -        -35.480 (meters)                     GEOID93
 AA8101  GEOID HEIGHT    -        -35.882 (meters)                     GEOID18
 AA8101  NAD 83(2011) X  -    226,607.177 (meters)                     COMP
 AA8101  NAD 83(2011) Y  - -4,455,167.862 (meters)                     COMP
 AA8101  NAD 83(2011) Z  -  4,543,508.319 (meters)                     COMP
 AA8101  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 AA8101
 AA8101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8101  Standards:
 AA8101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8101  -------------------------------------------------------------------
 AA8101  NETWORK    1.25   3.96           0.59   0.38   2.02      0.05341375
 AA8101  -------------------------------------------------------------------
 AA8101  Click here for local accuracies and other accuracy information.
 AA8101
 AA8101.This mark is at Delta County Airport (ESC)
 AA8101
 AA8101.The horizontal coordinates were established by GPS observations
 AA8101.and adjusted by the National Geodetic Survey in June 2012.
 AA8101
 AA8101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8101.been affixed to the stable North American tectonic plate. See 
 AA8101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8101
 AA8101.The horizontal coordinates are valid at the epoch date displayed above
 AA8101.which is a decimal equivalence of Year/Month/Day.
 AA8101
 AA8101.The orthometric height was determined by GPS observations and a
 AA8101.high-resolution geoid model.
 AA8101
 AA8101.GPS derived orthometric heights for airport stations designated as
 AA8101.PACS or SACS are published to 2 decimal places.  This maintains
 AA8101.centimeter relative accuracy between the PACS and SACS.  It does
 AA8101.not indicate centimeter accuracy relative to other marks which are
 AA8101.part of the published vertical control network.
 AA8101
 AA8101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8101.GEOID18 height accuracy estimate available here.
 AA8101
 AA8101.Click photographs - Photos may exist for this station.
 AA8101
 AA8101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8101
 AA8101.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8101
 AA8101.The ellipsoidal height was determined by GPS observations
 AA8101.and is referenced to NAD 83.
 AA8101
 AA8101. The following values were computed from the NAD 83(2011) position.
 AA8101
 AA8101;                    North         East     Units Scale Factor Converg.
 AA8101;SPC MI N     -   103,868.339 7,993,131.635   MT  0.99995155   -0 03 49.6
 AA8101;SPC MI N     -   340,775.39 26,224,185.15   iFT  0.99995155   -0 03 49.6
 AA8101;UTM  16      - 5,062,700.886   493,134.049   MT  0.99960058   -0 03 47.4
 AA8101
 AA8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8101!SPC MI N     -   0.99997750  x   0.99995155  =   0.99992905
 AA8101!UTM  16      -   0.99997750  x   0.99960058  =   0.99957808
 AA8101
 AA8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9313462700(NAD 83)
 AA8101
 AA8101                          SUPERSEDED SURVEY CONTROL
 AA8101
 AA8101  NAD 83(2007)-  45 43 04.18355(N)    087 05 17.60361(W) AD(2002.00) 0
 AA8101  ELLIP H (02/10/07)  143.583  (m)                       GP(2002.00)    
 AA8101  ELLIP H (07/12/02)  143.574  (m)                       GP(       ) 4 2
 AA8101  NAD 83(1994)-  45 43 04.18375(N)    087 05 17.60309(W) AD(       ) B
 AA8101  ELLIP H (09/20/95)  143.575  (m)                       GP(       ) 1 2
 AA8101
 AA8101.Superseded values are not recommended for survey control.
 AA8101
 AA8101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8101.See file dsdata.pdf to determine how the superseded data were derived.
 AA8101
 AA8101_MARKER: I = METAL ROD
 AA8101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8101_STAMPING: ESC C 1994
 AA8101_MARK LOGO: NGS
 AA8101_PROJECTION: FLUSH
 AA8101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8101+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8101_ROD/PIPE-DEPTH: 15.8 meters
 AA8101_SLEEVE-DEPTH  : 1.2 meters
 AA8101
 AA8101  HISTORY     - Date     Condition        Report By
 AA8101  HISTORY     - 1994     MONUMENTED       NGS
 AA8101  HISTORY     - 20010206 MARK NOT FOUND   MIDT
 AA8101
 AA8101                          STATION DESCRIPTION
 AA8101
 AA8101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8101'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF ESCANABA, ON THE
 AA8101'SOUTH SIDE OF THE DELTA COUNTY AIRPORT, OUTSIDE OF THE PERIMETER
 AA8101'FENCE, ON THE OUTSIDE OF A RIGHT-ANGLE CURVE IN THE ENTRANCE ROAD, IN
 AA8101'CENTRAL SECTION 1, T 38 N, R 23 W.  OWNERSHIP--DELTA COUNTY, 3300
 AA8101'AIRPORT ROAD, ESCANABA MI 49829.  AIRPORT MANAGER IS HARVEY SETTER,
 AA8101'PHONE 906-786-9037.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 2,
 AA8101'41 AND STATE HIGHWAY 35 ON THE WEST SIDE OF ESCANABA, GO SOUTH ON
 AA8101'HIGHWAY 35 FOR 3.94 KM (2.45 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AA8101'NORTH, ON ROAD FOR 0.45 KM (0.25 MI) TO A ROAD CURVE LEFT AND THE
 AA8101'STATION ON THE RIGHT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND.
 AA8101'STATION IS ON THE EXTENDED CENTERS OF THE ROAD LEADING WEST AND SOUTH,
 AA8101'15.6 M (51.2 FT) WEST OF THE PERIMETER FENCE, 10.9 M (35.8 FT) SOUTH
 AA8101'OF THE FENCE AND A FIBERGLASS WITNESS POST, 18.7 M (61.4 FT) SOUTHWEST
 AA8101'OF THE FENCE CORNER, AND 26.7 M (87.6 FT) NORTHEAST OF AND SLIGHTLY
 AA8101'LOWER THAN THE ROAD CENTER.  DESCRIBED BY G.R.  HEID.
 AA8101
 AA8101                          STATION RECOVERY (2001)
 AA8101
 AA8101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AA8101'THE MARK COULD NOT BE FOUND AS DESCRIBED.  A WITNESS POST EXISTS SOME
 AA8101'8 METERS EAST OF THE PERIMETER FENCE (INSIDE FENCE AND FACING WEST).
 AA8101'THE FENCE AND THE ROAD MAY HAVE BEEN RELOCATED WEST, ALSO A SEWER LIFT
 AA8101'STATION (NOT NOTED IN DESCRIPTION) IS NEAR THE LOCATION.  NO ENTRY
 AA8101'ATTEMPTED INSIDE THE FENCE AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0211 ***********************************************************************
 QL0211  DESIGNATION -  ESCANABA
 QL0211  PID         -  QL0211
 QL0211  STATE/COUNTY-  MI/DELTA
 QL0211  COUNTRY     -  US
 QL0211  USGS QUAD   -  ESCANABA (2017)
 QL0211
 QL0211                         *CURRENT SURVEY CONTROL
 QL0211  ______________________________________________________________________
 QL0211* NAD 83(2011) POSITION- 45 44 38.55208(N) 087 02 24.88132(W)   ADJUSTED
 QL0211* NAD 83(2011) ELLIP HT-   144.060 (meters)        (06/27/12)   ADJUSTED
 QL0211* NAD 83(2011) EPOCH   -  2010.00
 QL0211* NAVD 88 ORTHO HEIGHT -   179.927 (meters)      590.31  (feet) ADJUSTED
 QL0211  ______________________________________________________________________
 QL0211  GEOID HEIGHT    -        -35.852 (meters)                     GEOID18
 QL0211  NAD 83(2011) X  -    230,230.044 (meters)                     COMP
 QL0211  NAD 83(2011) Y  - -4,452,893.343 (meters)                     COMP
 QL0211  NAD 83(2011) Z  -  4,545,542.460 (meters)                     COMP
 QL0211  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 QL0211  DYNAMIC HEIGHT  -        179.926 (meters)      590.31  (feet) COMP
 QL0211  MODELED GRAVITY -    980,608.8   (mgal)                       NAVD 88
 QL0211
 QL0211  VERT ORDER      -  FIRST     CLASS 0
 QL0211
 QL0211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QL0211  Standards:
 QL0211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QL0211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QL0211  -------------------------------------------------------------------
 QL0211  NETWORK    1.16   3.57           0.55   0.36   1.82      0.03108688
 QL0211  -------------------------------------------------------------------
 QL0211  Click here for local accuracies and other accuracy information.
 QL0211
 QL0211.The horizontal coordinates were established by GPS observations
 QL0211.and adjusted by the National Geodetic Survey in June 2012.
 QL0211
 QL0211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QL0211.been affixed to the stable North American tectonic plate. See 
 QL0211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QL0211
 QL0211.The horizontal coordinates are valid at the epoch date displayed above
 QL0211.which is a decimal equivalence of Year/Month/Day.
 QL0211
 QL0211.The orthometric height was determined by differential leveling and
 QL0211.adjusted by the NATIONAL GEODETIC SURVEY
 QL0211.in June 1991.
 QL0211
 QL0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0211.GEOID18 height accuracy estimate available here.
 QL0211
 QL0211.Click photographs - Photos may exist for this station.
 QL0211
 QL0211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0211
 QL0211.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0211
 QL0211.The ellipsoidal height was determined by GPS observations
 QL0211.and is referenced to NAD 83.
 QL0211
 QL0211.The dynamic height is computed by dividing the NAVD 88
 QL0211.geopotential number by the normal gravity value computed on the
 QL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0211.degrees latitude (g = 980.6199 gals.).
 QL0211
 QL0211.The modeled gravity was interpolated from observed gravity values.
 QL0211
 QL0211. The following values were computed from the NAD 83(2011) position.
 QL0211
 QL0211;                    North         East     Units Scale Factor Converg.
 QL0211;SPC MI N     -   106,778.698 7,996,868.326   MT  0.99994716   -0 01 44.7
 QL0211;SPC MI N     -   350,323.81 26,236,444.64   iFT  0.99994716   -0 01 44.7
 QL0211;UTM  16      - 5,065,610.257   496,869.413   MT  0.99960012   -0 01 43.8
 QL0211
 QL0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0211!SPC MI N     -   0.99997742  x   0.99994716  =   0.99992458
 QL0211!UTM  16      -   0.99997742  x   0.99960012  =   0.99957754
 QL0211
 QL0211:                Primary Azimuth Mark                     Grid Az
 QL0211:SPC MI N     -  ESCANABA AZ MK                           287 40 50.5
 QL0211:UTM  16      -  ESCANABA AZ MK                           287 40 49.6
 QL0211
 QL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9686965610(NAD 83)
 QL0211
 QL0211|---------------------------------------------------------------------|
 QL0211| PID    Reference Object                     Distance      Geod. Az  |
 QL0211|                                                           dddmmss.s |
 QL0211| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX.11.6 KM 0011832.9 |
 QL0211| QL0472 ESCANABA LIGHT                      364.761 METERS 04050     |
 QL0211| QL0212 ESCANABA RM 1                        24.160 METERS 04627     |
 QL0211| CJ4910 ESCANABA AZ MK                                     2873905.8 |
 QL0211| QL0457 ESCANABA WDBC NE RADIO MAST         APPROX. 4.7 KM 2980736.0 |
 QL0211| QL0459 ESCANABA WESK RADIO MAST            APPROX. 3.6 KM 3200658.8 |
 QL0211| QL0210 ESCANABA RM 2                        24.551 METERS 33454     |
 QL0211|---------------------------------------------------------------------|
 QL0211
 QL0211                          SUPERSEDED SURVEY CONTROL
 QL0211
 QL0211  NAD 83(2007)-  45 44 38.55234(N)    087 02 24.88221(W) AD(2002.00) 0
 QL0211  ELLIP H (02/10/07)  144.088  (m)                       GP(2002.00)    
 QL0211  ELLIP H (07/12/02)  144.084  (m)                       GP(       ) 4 2
 QL0211  NAD 83(1994)-  45 44 38.55254(N)    087 02 24.88175(W) AD(       ) B
 QL0211  ELLIP H (09/20/95)  144.075  (m)                       GP(       ) 1 2
 QL0211  NAD 83(1986)-  45 44 38.55275(N)    087 02 24.87830(W) AD(       ) 1
 QL0211  NAD 27      -  45 44 38.66400(N)    087 02 24.38400(W) AD(       ) 1
 QL0211  NAVD 88             179.93   (m)          590.3    (f) LEVELING    3  
 QL0211  NGVD 29 (??/??/92)  179.97   (m)          590.5    (f) COMPUTED    1 0
 QL0211
 QL0211.Superseded values are not recommended for survey control.
 QL0211
 QL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0211.See file dsdata.pdf to determine how the superseded data were derived.
 QL0211
 QL0211_MARKER: DS = TRIANGULATION STATION DISK
 QL0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0211_STAMPING: ESCANABA 1954
 QL0211_MARK LOGO: CGS
 QL0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0211+STABILITY: SURFACE MOTION
 QL0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0211+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 QL0211
 QL0211  HISTORY     - Date     Condition        Report By
 QL0211  HISTORY     - 1954     MONUMENTED       CGS
 QL0211  HISTORY     - 1972     GOOD             NGS
 QL0211  HISTORY     - 1972     GOOD             NGS
 QL0211  HISTORY     - 1978     GOOD             NOSAMC
 QL0211  HISTORY     - 1982     GOOD             MIDH
 QL0211  HISTORY     - 1990     GOOD             USPSQD
 QL0211  HISTORY     - 19910417 GOOD             USPSQD
 QL0211  HISTORY     - 19940803 GOOD             NGS
 QL0211  HISTORY     - 20010202 GOOD             MIDT
 QL0211  HISTORY     - 20020611 GOOD             JCLS
 QL0211  HISTORY     - 20020614 GOOD             JCLS
 QL0211
 QL0211                          STATION DESCRIPTION
 QL0211
 QL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0211'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE POST OFFICE IN
 QL0211'ESCANABA ON THE EAST END OF SAND POINT.  IT IS 107 FEET EAST OF THE
 QL0211'NORTHEAST CORNER OF THE CITY WATERWORKS BUILDING, 66 FEET SOUTH OF THE
 QL0211'SOUTH CURB OF THE WATERWORKS DRIVEWAY AND 10 FEET EAST OF A WATER
 QL0211'STORAGE TANK LID.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QL0211'ESCANABA 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE DRIVEWAY CURB.  THE MARK
 QL0211'PROJECTS 1 INCH AND THE DISK IS STAMPED ESCANABA NO 1 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 2 IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 QL0211'THE WATERWORKS BUILDING AND 1 FOOT SOUTH OF THE DRIVEWAY CURB.  THE
 QL0211'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QL0211'STAMPED ESCANABA NO 2 1954.
 QL0211'
 QL0211'AZIMUTH MARK IS 62 FEET SOUTH OF WATERS EDGE, 35 FEET NORTH OF THE
 QL0211'CENTER OF LUDINGTON STREET, 4 FEET EAST-NORTHEAST OF A WHITE WITNESS
 QL0211'POST AND 3 FEET EAST OF A 12 INCH ELM TREE.  THE MARK IS SET FLUSH
 QL0211'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ESCANABA 1954.
 QL0211'
 QL0211'TO REACH THE STATION FROM THE POST OFFICE IN ESCANABA, GO EAST ON
 QL0211'LUDINGTON STREET FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 QL0211'CONTINUE EAST FOR 0.3 MILE TO THE STATION JUST EAST OF THE ESCANABA,
 QL0211'CITY WATER WORKS BUILDING AS DESCRIBED.
 QL0211'
 QL0211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QL0211
 QL0211                          STATION RECOVERY (1972)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0211'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 QL0211'DESCRIBED.
 QL0211'
 QL0211'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 QL0211'RECOVERED ON THIS DATE.  A PARKING LOT HAS BEEN BUILT AT THE DESCRIBED
 QL0211'LOCATION AND THE MARK PROBABLY DESTROYED OR COVERED.
 QL0211'
 QL0211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ESCANABA
 QL0211
 QL0211                          STATION RECOVERY (1972)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0211'AT ESCANABA.
 QL0211'AT ESCANABA, ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND
 QL0211'PAVED ROAD LEADING TO SAND POINT FROM THE FORMER POST OFFICE
 QL0211'AT ESCANABA, 107 FEET EAST OF THE NORTHEAST CORNER OF A STONE
 QL0211'WATER WORKS BUILDING AND WEATHER STATION, IN LINE WITH THE
 QL0211'NORTH WALL OF THE BUILDING, 66 FEET SOUTH OF THE SOUTH CONCRETE
 QL0211'CURB OF A DRIVEWAY LEADING WEST, 10 FEET EAST OF THE NORTHEAST
 QL0211'CORNER OF LID FOR A WATER STORAGE TANK, SET IN THE TOP OF A
 QL0211'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION 29,
 QL0211'T39N, R22W.
 QL0211
 QL0211                          STATION RECOVERY (1978)
 QL0211
 QL0211'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1978 (KG)
 QL0211'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE OLD POST OFFICE
 QL0211'IN ESCANABA ON THE EAST END OF SAND POINT.  IT IS 107 FT EAST OF THE
 QL0211'NE CORNER OF THE CITY WATERWORKS BUILDING, 66 FT SOUTH OF THE SOUTH
 QL0211'CURB OF THE WATERWORKS DRIVEWAY AND 10 FT EAST OF A WATER STORAGE
 QL0211'TANK LID.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QL0211'STAMPED ESCANABA 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 1 IS 1 FT S OF THE DRIVEWAY CURB.  THE MARK
 QL0211'PROJECTS 1 INCH AND THE DISK IS STAMPED ESCANABA NO 1 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 2 IS 89 FT NE OF THE NE CORNER OF THE WATERWORKS
 QL0211'BUILDING AND 1 FT. S OF THE DRIVEWAY CURB.  THE MARK IS SET FLUSH
 QL0211'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ESCANABA NO
 QL0211'2 1954.
 QL0211'
 QL0211'AZIMUTH MARK IS 62 FT S OF WATERS EDGE, 35 FT N OF THE CENTER OF
 QL0211'LUDINGTON ST., 4 FT. E-NE OF A WHITE WITNESS POST AND 3 FT E OF A
 QL0211'12 INCH ELM TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 QL0211'GROUND AND THE DISC IS STAMPED ESCANABA 1954.
 QL0211'
 QL0211'TO REACH THE STATION FROM THE OLD POST OFFICE IN ESCANABA, GO EAST ON
 QL0211'LUDINGTON ST. FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 QL0211'CONTINUE E FOR 0.3 MILE TO THE STATION JUST EAST OF THE ESCANABA,
 QL0211'CITY WATER WORKS BUILDING AS DESCRIBED.
 QL0211
 QL0211                          STATION RECOVERY (1982)
 QL0211
 QL0211'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982 (BRT)
 QL0211'ESCANABA 1954 RECOVERED GOOD.
 QL0211'
 QL0211'THE 1972 DESCRIPTION IS ADEQUATE.
 QL0211'ESCANABA RM 1 1954 RECOVERED GOOD.
 QL0211'
 QL0211'ESCANABA RM 2 1954 RECOVERED GOOD.
 QL0211'
 QL0211
 QL0211                          STATION RECOVERY (1990)
 QL0211
 QL0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (1991)
 QL0211
 QL0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (1994)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QL0211'STATION IS LOCATED IN QUAD 450871, IN ESCANABA, ON THE GROUNDS OF THE
 QL0211'WATER TREATMENT PLANT, IN SECTION 29, T 39 N, R 32 W, WELLS TOWNSHIP.
 QL0211'OWNERSHIP--CITY OF ESCANABA, WATER DEPARTMENT, 1 WATERPLANT ROAD,
 QL0211'ESCANABA MI 49829, PHONE 906-786-3291.  WARREN ISAACSON,
 QL0211'SUPERINTENDENT, STATED THAT HE DID NOT HAVE TO BE PERSONALLY CONTACTED
 QL0211'PRIOR TO OBSERVATIONS, JUST INFORM DEPARTMENT PRIOR TO ACCESS.  TO
 QL0211'REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 2 AND 41 AND STATE HIGHWAY
 QL0211'35 IN ESCANABA, GO EAST ON LUDINGTON STREET FOR 1.7 MI (2.7 KM)
 QL0211'THROUGH DOWNTOWN, TO WHERE LUDINGTON STREET TURNS RIGHT.  TURN RIGHT,
 QL0211'SOUTH, FOR ABOUT 60 M (196.8 FT) TO A PAVED ROAD ON THE LEFT BETWEEN
 QL0211'THE SANDPOINT LIGHTHOUSE MUSEUM AND THE ESCANABA YACHT CLUB BUILDING.
 QL0211'TURN LEFT AND GO 0.55 MI (0.89 KM) ON WATERPLANT ROAD (AROUND CIRCLE)
 QL0211'TO THE NORTH SIDE OF THE WATER PLANT AND THE STATION ON THE LEFT.
 QL0211'STATION IS FLUSH WITH THE GROUND.  IT IS 116 FT (35.4 M)
 QL0211'EAST-NORTHEAST OF A FLAGPOLE, 107 FT (32.6 M) EAST-SOUTHEAST OF THE
 QL0211'NORTHEAST CORNER OF THE PLANT BUILDING, 77.0 FT (23.5 M)
 QL0211'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 61.3 FT (18.7 M)
 QL0211'NORTH-NORTHEAST OF THE CENTER OF A NOAA NWS INSTRUMENT STAND, 8.0 FT
 QL0211'(2.4 M) EAST OF A PIPE WITH BIRDHOUSE AND 3.0 FT (0.9 M)
 QL0211'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  NOTE--LIMITED PARKING WITHIN
 QL0211'30 METERS (98.4 FT) OF STATION.  MR.  ISAACSON GAVE PERMISSION TO PARK
 QL0211'ON GRASS NORTH OF STATION.  DO NOT PARK ON GRASS BETWEEN STATION AND
 QL0211'EAST SIDE OF WATERPLANT AS THERE IS A LARGE TANK BURIED IN THAT AREA.
 QL0211
 QL0211                          STATION RECOVERY (2001)
 QL0211
 QL0211'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (2002)
 QL0211
 QL0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (2002)
 QL0211
 QL0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0477 ***********************************************************************
 QL0477  DESIGNATION -  ESCANABA BETHANY LUTH CH
 QL0477  PID         -  QL0477
 QL0477  STATE/COUNTY-  MI/DELTA
 QL0477  COUNTRY     -  US
 QL0477  USGS QUAD   -  ESCANABA (2017)
 QL0477
 QL0477                         *CURRENT SURVEY CONTROL
 QL0477  ______________________________________________________________________
 QL0477* NAD 83(1994) POSITION- 45 44 40.07549(N) 087 03 46.37194(W)   ADJUSTED
 QL0477  ______________________________________________________________________
 QL0477  GEOID HEIGHT    -        -35.824 (meters)                     GEOID18
 QL0477  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 QL0477  HORZ ORDER      -  THIRD
 QL0477
 QL0477.The horizontal coordinates were established by classical geodetic methods
 QL0477.and adjusted by the National Geodetic Survey in February 1997.
 QL0477
 QL0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0477.GEOID18 height accuracy estimate available here.
 QL0477
 QL0477.Click photographs - Photos may exist for this station.
 QL0477
 QL0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0477
 QL0477. The following values were computed from the NAD 83(1994) position.
 QL0477
 QL0477;                    North         East     Units Scale Factor Converg.
 QL0477;SPC MI N     -   106,826.875 7,995,106.908   MT  0.99994709   -0 02 43.6
 QL0477;SPC MI N     -   350,481.87 26,230,665.71   iFT  0.99994709   -0 02 43.6
 QL0477;UTM  16      - 5,065,658.407   495,108.606   MT  0.99960029   -0 02 42.1
 QL0477
 QL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9510865658(NAD 83)
 QL0477
 QL0477                          SUPERSEDED SURVEY CONTROL
 QL0477
 QL0477  NAD 83(1986)-  45 44 40.07314(N)    087 03 46.37057(W) AD(       ) 3
 QL0477  NAD 27      -  45 44 40.17700(N)    087 03 45.88400(W) AD(       ) 3
 QL0477
 QL0477.Superseded values are not recommended for survey control.
 QL0477
 QL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0477.See file dsdata.pdf to determine how the superseded data were derived.
 QL0477
 QL0477_MARKER: 91 = CHURCH CROSS
 QL0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0477+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 QL0477
 QL0477  HISTORY     - Date     Condition        Report By
 QL0477  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0477  HISTORY     - 19950818 GOOD             USPSQD
 QL0477  HISTORY     - 20011025 GOOD             USPSQD
 QL0477  HISTORY     - 20030411 GOOD             USPSQD
 QL0477  HISTORY     - 20050326 GOOD             USPSQD
 QL0477
 QL0477                          STATION DESCRIPTION
 QL0477
 QL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0477'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF ESCANABA.
 QL0477'IT IS 150 FEET HIGH,
 QL0477'GRAY ROOF AND A CROSS A-TOP.
 QL0477'
 QL0477'THE POINT INTERSECTED WAS THE CROSS A-TOP
 QL0477'
 QL0477'TO REACH FROM THE POST OFFICE IN ESCANABA, GO SOUTH FOR ONE BLOCK,
 QL0477'TURN RIGHT (WEST) FOR FIVE
 QL0477'BLOCKS AND THE STATION ON THE LEFT.
 QL0477
 QL0477                          STATION RECOVERY (1995)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0477'RECOVERED IN GOOD CONDITION.
 QL0477
 QL0477                          STATION RECOVERY (2001)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0477'RECOVERED IN GOOD CONDITION.
 QL0477
 QL0477                          STATION RECOVERY (2003)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0477'STATION IS THE CROSS ATOP THE TALLER OF TWO SPIRES OF BETHANY LUTHERAN
 QL0477'CHURCH LOCATED ON THE SW CORNER OF THE INTERSECTION OF FIRST AVENUE
 QL0477'SOUTH AND ELEVENTH STREEET.
 QL0477
 QL0477                          STATION RECOVERY (2005)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5569 ***********************************************************************
 AJ5569  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5569  DESIGNATION -  ESCANABA CORS ARP
 AJ5569  CORS_ID     -  SUP2
 AJ5569  PID         -  AJ5569
 AJ5569  STATE/COUNTY-  MI/DELTA
 AJ5569  COUNTRY     -  US
 AJ5569  USGS QUAD   -  ESCANABA (2017)
 AJ5569
 AJ5569                         *CURRENT SURVEY CONTROL
 AJ5569  ______________________________________________________________________
 AJ5569* NAD 83(2011) POSITION- 45 44 58.10895(N) 087 04 24.59805(W)   ADJUSTED
 AJ5569* NAD 83(2011) ELLIP HT-   154.795 (meters)        (04/??/25)   ADJUSTED
 AJ5569* NAD 83(2011) EPOCH   -  2010.00
 AJ5569  ______________________________________________________________________
 AJ5569  GEOID HEIGHT    -        -35.793 (meters)                     GEOID18
 AJ5569  NAD 83(2011) X  -    227,623.834 (meters)                     COMP
 AJ5569  NAD 83(2011) Y  - -4,452,601.776 (meters)                     COMP
 AJ5569  NAD 83(2011) Z  -  4,545,971.509 (meters)                     COMP
 AJ5569
 AJ5569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5569  Standards:
 AJ5569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5569  -------------------------------------------------------------------
 AJ5569  NETWORK    0.23   0.29           0.11   0.06   0.15     -0.26316300
 AJ5569  -------------------------------------------------------------------
 AJ5569
 AJ5569.The coordinates were established by GPS observations
 AJ5569.and adjusted by the National Geodetic Survey in April 2025.
 AJ5569
 AJ5569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5569.been affixed to the stable North American Tectonic Plate. 
 AJ5569
 AJ5569.The coordinates are valid at the epoch date displayed above
 AJ5569.which is a decimal equivalence of Year/Month/Day.
 AJ5569
 AJ5569.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5569.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5569.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5569.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5569.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5569.published epoch of 2010.00.
 AJ5569
 AJ5569.Additional information on MYCS is available at:
 AJ5569.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5569
 AJ5569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5569.GEOID18 height accuracy estimate available here.
 AJ5569
 AJ5569.The PID for the CORS L1 Phase Center is DR6159.
 AJ5569
 AJ5569.Click photographs - Photos may exist for this station.
 AJ5569
 AJ5569.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5569
 AJ5569.The ellipsoidal height was determined by GPS observations
 AJ5569.and is referenced to NAD 83.
 AJ5569
 AJ5569. The following values were computed from the NAD 83(2011) position.
 AJ5569
 AJ5569;                    North         East     Units Scale Factor Converg.
 AJ5569;SPC MI N     -   107,384.321 7,994,281.157   MT  0.99994628   -0 03 11.2
 AJ5569;SPC MI N     -   352,310.76 26,227,956.55   iFT  0.99994628   -0 03 11.2
 AJ5569;UTM  16      - 5,066,215.653   494,283.136   MT  0.99960040   -0 03 09.5
 AJ5569
 AJ5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5569!SPC MI N     -   0.99997573  x   0.99994628  =   0.99992201
 AJ5569!UTM  16      -   0.99997573  x   0.99960040  =   0.99957614
 AJ5569
 AJ5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9428366215(NAD 83)
 AJ5569
 AJ5569                          SUPERSEDED SURVEY CONTROL
 AJ5569
 AJ5569  NAD 83(2011)-  45 44 58.10906(N)    087 04 24.59815(W) AD(2010.00) c
 AJ5569  ELLIP H (06/??/19)  154.794  (m)                       GP(2010.00) c c
 AJ5569  NAD 83(2011)-  45 44 58.10896(N)    087 04 24.59763(W) AD(2010.00) c
 AJ5569  NAD 83(2011)-  45 44 58.10905(N)    087 04 24.59812(W) AD(2010.00) c
 AJ5569  ELLIP H (08/??/11)  154.790  (m)                       GP(2010.00) c c
 AJ5569  NAD 83(2007)-  45 44 58.10940(N)    087 04 24.59927(W) AD(2002.00) c
 AJ5569  NAD 83(CORS)-  45 44 58.10940(N)    087 04 24.59927(W) AD(2002.00) c
 AJ5569  ELLIP H (03/??/02)  154.800  (m)                       GP(2002.00) c c
 AJ5569  NAD 83(CORS)-  45 44 58.10940(N)    087 04 24.59928(W) AD(1997.00) c
 AJ5569  ELLIP H (10/??/01)  154.799  (m)                       GP(1997.00) c c
 AJ5569
 AJ5569.Superseded values are not recommended for survey control.
 AJ5569
 AJ5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5569.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5569
 AJ5569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5569
 AJ5569                          STATION DESCRIPTION
 AJ5569
 AJ5569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5569'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5569'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5569'AND LOG FILES ACCESSIBLE AT:
 AJ5569'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0472 ***********************************************************************
 QL0472  DESIGNATION -  ESCANABA LIGHT
 QL0472  PID         -  QL0472
 QL0472  STATE/COUNTY-  MI/DELTA
 QL0472  COUNTRY     -  US
 QL0472  USGS QUAD   -  ESCANABA (2017)
 QL0472
 QL0472                         *CURRENT SURVEY CONTROL
 QL0472  ______________________________________________________________________
 QL0472* NAD 83(1994) POSITION- 45 44 47.49100(N) 087 02 13.84634(W)   ADJUSTED
 QL0472  ______________________________________________________________________
 QL0472  GEOID HEIGHT    -        -35.847 (meters)                     GEOID18
 QL0472  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 QL0472  HORZ ORDER      -  THIRD
 QL0472
 QL0472.The horizontal coordinates were established by classical geodetic methods
 QL0472.and adjusted by the National Geodetic Survey in February 1997.
 QL0472
 QL0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0472.GEOID18 height accuracy estimate available here.
 QL0472
 QL0472.Click photographs - Photos may exist for this station.
 QL0472
 QL0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0472
 QL0472. The following values were computed from the NAD 83(1994) position.
 QL0472
 QL0472;                    North         East     Units Scale Factor Converg.
 QL0472;SPC MI N     -   107,054.547 7,997,106.982   MT  0.99994676   -0 01 36.7
 QL0472;SPC MI N     -   351,228.83 26,237,227.63   iFT  0.99994676   -0 01 36.7
 QL0472;UTM  16      - 5,065,886.011   497,107.985   MT  0.99960010   -0 01 35.9
 QL0472
 QL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9710765886(NAD 83)
 QL0472
 QL0472                          SUPERSEDED SURVEY CONTROL
 QL0472
 QL0472  NAD 83(1986)-  45 44 47.49079(N)    087 02 13.84311(W) AD(       ) 3
 QL0472  NAD 27      -  45 44 47.60200(N)    087 02 13.34700(W) AD(       ) 3
 QL0472
 QL0472.Superseded values are not recommended for survey control.
 QL0472
 QL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0472.See file dsdata.pdf to determine how the superseded data were derived.
 QL0472
 QL0472_MARKER: 14 = NAVIGATION LIGHT
 QL0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0472+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 QL0472
 QL0472  HISTORY     - Date     Condition        Report By
 QL0472  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0472  HISTORY     - 19950818 GOOD             USPSQD
 QL0472  HISTORY     - 20011025 GOOD             USPSQD
 QL0472  HISTORY     - 20030614 GOOD             GEOCAC
 QL0472
 QL0472                          STATION DESCRIPTION
 QL0472
 QL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0472'STATION IS LOCATED IN LITTLE BAY DE NOC, 1/2 MILE EAST OF ESCANABA
 QL0472'CITY DOCK AND 3/4 MILE NORTH
 QL0472'OF THE MOST EASTERLY PART OF SAND POINT.  IT IS A SMALL WHITE AND
 QL0472'ROUND BUILDING, ABOUT 20 FEET HIGH
 QL0472'WITH A FLASHING WHITE LIGHT NEAR THE TOP.  THE LIGHT WAS
 QL0472'THE POINT INTERSECTED.
 QL0472
 QL0472                          STATION RECOVERY (1995)
 QL0472
 QL0472'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0472'RECOVERED IN GOOD CONDITION.
 QL0472
 QL0472                          STATION RECOVERY (2001)
 QL0472
 QL0472'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0472'RECOVERED IN GOOD CONDITION.
 QL0472
 QL0472                          STATION RECOVERY (2003)
 QL0472
 QL0472'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QL0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0474 ***********************************************************************
 QL0474  DESIGNATION -  ESCANABA LIGHTHOUSE
 QL0474  PID         -  QL0474
 QL0474  STATE/COUNTY-  MI/DELTA
 QL0474  COUNTRY     -  US
 QL0474  USGS QUAD   -  ESCANABA (2017)
 QL0474
 QL0474                         *CURRENT SURVEY CONTROL
 QL0474  ______________________________________________________________________
 QL0474* NAD 83(1994) POSITION- 45 44 40.84157(N) 087 02 39.87103(W)   ADJUSTED
 QL0474  ______________________________________________________________________
 QL0474  GEOID HEIGHT    -        -35.845 (meters)                     GEOID18
 QL0474  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 QL0474  HORZ ORDER      -  THIRD
 QL0474
 QL0474.The horizontal coordinates were established by classical geodetic methods
 QL0474.and adjusted by the National Geodetic Survey in February 1997.
 QL0474
 QL0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0474.GEOID18 height accuracy estimate available here.
 QL0474
 QL0474.Click photographs - Photos may exist for this station.
 QL0474
 QL0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0474
 QL0474. The following values were computed from the NAD 83(1994) position.
 QL0474
 QL0474;                    North         East     Units Scale Factor Converg.
 QL0474;SPC MI N     -   106,849.553 7,996,544.357   MT  0.99994706   -0 01 55.6
 QL0474;SPC MI N     -   350,556.28 26,235,381.75   iFT  0.99994706   -0 01 55.6
 QL0474;UTM  16      - 5,065,681.086   496,545.556   MT  0.99960015   -0 01 54.5
 QL0474
 QL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9654565681(NAD 83)
 QL0474
 QL0474                          SUPERSEDED SURVEY CONTROL
 QL0474
 QL0474  NAD 83(1986)-  45 44 40.84029(N)    087 02 39.86931(W) AD(       ) 3
 QL0474  NAD 27      -  45 44 40.94900(N)    087 02 39.38000(W) AD(       ) 3
 QL0474  USSD        -  45 44 41.41000(N)    087 02 39.77000(W) AD(       ) 3
 QL0474
 QL0474.Superseded values are not recommended for survey control.
 QL0474
 QL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0474.See file dsdata.pdf to determine how the superseded data were derived.
 QL0474
 QL0474_MARKER: 13 = LIGHTHOUSE
 QL0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0474+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 QL0474
 QL0474  HISTORY     - Date     Condition        Report By
 QL0474  HISTORY     - 1903     FIRST OBSERVED   USLS
 QL0474  HISTORY     - 1954     SEE DESCRIPTION  USGS
 QL0474  HISTORY     - 20030614 GOOD             GEOCAC
 QL0474
 QL0474                          STATION DESCRIPTION
 QL0474
 QL0474'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QL0474'LIGHT AND CUPOLA REMOVED.
 QL0474
 QL0474                          STATION RECOVERY (2003)
 QL0474
 QL0474'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QL0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0471 ***********************************************************************
 QL0471  DESIGNATION -  ESCANABA MUNICIPAL TANK
 QL0471  PID         -  QL0471
 QL0471  STATE/COUNTY-  MI/DELTA
 QL0471  COUNTRY     -  US
 QL0471  USGS QUAD   -  ESCANABA (2017)
 QL0471
 QL0471                         *CURRENT SURVEY CONTROL
 QL0471  ______________________________________________________________________
 QL0471* NAD 83(1994) POSITION- 45 44 49.27192(N) 087 04 39.87106(W)   ADJUSTED
 QL0471  ______________________________________________________________________
 QL0471  GEOID HEIGHT    -        -35.795 (meters)                     GEOID18
 QL0471  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 QL0471  HORZ ORDER      -  THIRD
 QL0471
 QL0471.The horizontal coordinates were established by classical geodetic methods
 QL0471.and adjusted by the National Geodetic Survey in February 1997.
 QL0471
 QL0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0471.GEOID18 height accuracy estimate available here.
 QL0471
 QL0471.Click photographs - Photos may exist for this station.
 QL0471
 QL0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0471
 QL0471. The following values were computed from the NAD 83(1994) position.
 QL0471
 QL0471;                    North         East     Units Scale Factor Converg.
 QL0471;SPC MI N     -   107,111.816 7,993,950.789   MT  0.99994668   -0 03 22.3
 QL0471;SPC MI N     -   351,416.72 26,226,872.67   iFT  0.99994668   -0 03 22.3
 QL0471;UTM  16      - 5,065,943.240   493,952.885   MT  0.99960045   -0 03 20.5
 QL0471
 QL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9395265943(NAD 83)
 QL0471
 QL0471                          SUPERSEDED SURVEY CONTROL
 QL0471
 QL0471  NAD 83(1986)-  45 44 49.27070(N)    087 04 39.86943(W) AD(       ) 3
 QL0471  NAD 27      -  45 44 49.38100(N)    087 04 39.37900(W) AD(       ) 3
 QL0471
 QL0471.Superseded values are not recommended for survey control.
 QL0471
 QL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0471.See file dsdata.pdf to determine how the superseded data were derived.
 QL0471
 QL0471_MARKER: 53 = ELEVATED TANK
 QL0471
 QL0471  HISTORY     - Date     Condition        Report By
 QL0471  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0471  HISTORY     - 1963     GOOD             CGS
 QL0471  HISTORY     - 19950818 GOOD             USPSQD
 QL0471  HISTORY     - 20011025 GOOD             USPSQD
 QL0471  HISTORY     - 20040312 GOOD             USPSQD
 QL0471
 QL0471                          STATION DESCRIPTION
 QL0471
 QL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0471'THE STATION IS LOCATED IN THE CITY OF ESCANABA.  IT IS A STEEL
 QL0471'STRUCTURE, SUPPORTED BY EIGHT
 QL0471'STEEL LEGS, PAINTED SILVER AND 125 FEET HIGH.
 QL0471'
 QL0471'THE POINT INTERSECTED WAS TOP OF THE TANK.
 QL0471'
 QL0471'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0471'M35 AT THE WEST EDGE OF
 QL0471'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 0.1 MILE.  HERE TURN RIGHT
 QL0471'(EAST) FOR 0.05 MILE AND THE
 QL0471'STATION ON THE LEFT.
 QL0471
 QL0471                          STATION RECOVERY (1963)
 QL0471
 QL0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0471'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QL0471
 QL0471                          STATION RECOVERY (1995)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0471'RECOVERED IN GOOD CONDITION.
 QL0471
 QL0471                          STATION RECOVERY (2001)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0471'RECOVERED IN GOOD CONDITION.
 QL0471
 QL0471                          STATION RECOVERY (2004)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0462 ***********************************************************************
 QL0462  DESIGNATION -  ESCANABA RIVER
 QL0462  PID         -  QL0462
 QL0462  STATE/COUNTY-  MI/DELTA
 QL0462  COUNTRY     -  US
 QL0462  USGS QUAD   -  GLADSTONE (2017)
 QL0462
 QL0462                         *CURRENT SURVEY CONTROL
 QL0462  ______________________________________________________________________
 QL0462* NAD 83(1994) POSITION- 45 47 29.56158(N) 087 03 25.93996(W)   ADJUSTED
 QL0462* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QL0462  ______________________________________________________________________
 QL0462  GEOID HEIGHT    -        -35.699 (meters)                     GEOID18
 QL0462  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 QL0462  HORZ ORDER      -  SECOND
 QL0462
 QL0462.The horizontal coordinates were established by classical geodetic methods
 QL0462.and adjusted by the National Geodetic Survey in February 1997.
 QL0462
 QL0462.The orthometric height was scaled from a topographic map.
 QL0462
 QL0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0462.GEOID18 height accuracy estimate available here.
 QL0462
 QL0462.Click photographs - Photos may exist for this station.
 QL0462
 QL0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0462
 QL0462. The following values were computed from the NAD 83(1994) position.
 QL0462
 QL0462;                    North         East     Units Scale Factor Converg.
 QL0462;SPC MI N     -   112,058.975 7,995,552.327   MT  0.99993973   -0 02 28.9
 QL0462;SPC MI N     -   367,647.56 26,232,127.06   iFT  0.99993973   -0 02 28.9
 QL0462;UTM  16      - 5,070,888.714   495,553.838   MT  0.99960024   -0 02 27.6
 QL0462
 QL0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0462!SPC MI N     -   0.99997769  x   0.99993973  =   0.99991743
 QL0462!UTM  16      -   0.99997769  x   0.99960024  =   0.99957794
 QL0462
 QL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9555370888(NAD 83)
 QL0462
 QL0462                          SUPERSEDED SURVEY CONTROL
 QL0462
 QL0462  NAD 83(1986)-  45 47 29.56015(N)    087 03 25.93786(W) AD(       ) 2
 QL0462  NAD 27      -  45 47 29.67700(N)    087 03 25.44100(W) AD(       ) 2
 QL0462
 QL0462.Superseded values are not recommended for survey control.
 QL0462
 QL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0462.See file dsdata.pdf to determine how the superseded data were derived.
 QL0462
 QL0462_MARKER: B = BOLT
 QL0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0462_PROJECTION: RECESSED 30 CENTIMETERS
 QL0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0462+STABILITY: SURFACE MOTION
 QL0462
 QL0462  HISTORY     - Date     Condition        Report By
 QL0462  HISTORY     - 1903     MONUMENTED       USLS
 QL0462  HISTORY     - 1952     GOOD             CGS
 QL0462
 QL0462                          STATION DESCRIPTION
 QL0462
 QL0462'DESCRIBED BY US LAKE SURVEY 1903
 QL0462'ABOUT 1 MILE NORTHEAST OF WELLS, ON SMALL POINT, ON WEST SHORE OF
 QL0462'LITTLE BAY DE NOC, ABOUT 1
 QL0462'MILE NORTH OF MOUTH OF ESCANABA RIVER, 120 FEET FROM WATERS EDGE
 QL0462'ON NORTH SIDE OF POINT, 250
 QL0462'FEET FROM WATERS EDGE ON SOUTH SIDE OF POINT, 335 FEET
 QL0462'FROM EXTREME END OF POINT, 240 FEET FROM
 QL0462'NORTHEAST CORNER OF BUILDING ON TOP OF
 QL0462'BANK, 29.2 FEET N. 22 DEG 48 MIN E. FROM TRIANGLE-BLAZED
 QL0462'10-INCH WHITE PINE TREE, AND 41.0
 QL0462'FEET S. 57 DEG 37 MIN E. FROM TRIANGLE-BLAZED 12-INCH WHITE PINE
 QL0462'TREE.  MARKED BY COPPER BOLT IN
 QL0462'CONCRETE BLOCK 6 BY 6 BY 20 INCHES, TOP FLUSH WITH SURFACE OF GROUND,
 QL0462'AND MARKED U.S. 1903.
 QL0462
 QL0462                          STATION RECOVERY (1952)
 QL0462
 QL0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QL0462'THIS MARK WAS FOUND IN GOOD CONDITION ABOUT 1 FT. BELOW THE SURFACE
 QL0462'OF THE GROUND.
 QL0462'THE MARK IS LOCATED 14.3 FT. N OF A 12-IN.
 QL0462'OAK TREE WITH A TRIANGULAR BLAZE,
 QL0462'7.8 FT. E-NE OF A 6-IN. MAPLE
 QL0462'TREE WITH A TRIANGULAR BLAZE, 3.7 FT. E-SE OF A
 QL0462'ROUND WITNESS
 QL0462'POST, AND 9.6 FT. W OF A TRACK ROAD LEADING TO THE POINT.
 QL0462'
 QL0462'THE STATION MARK IS ABOUT 200 FT. E-SE OF A WHITE HOUSE.
 QL0462'
 QL0462'THERE IS A REFERENCE MARK ABOUT 200 FT. W OF THE STATION
 QL0462'MARK, ON THE FIRST
 QL0462'BENCH, ABOUT 100 FT. S OF THE HOUSE, AND IN
 QL0462'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0212 ***********************************************************************
 QL0212  DESIGNATION -  ESCANABA RM 1
 QL0212  PID         -  QL0212
 QL0212  STATE/COUNTY-  MI/DELTA
 QL0212  COUNTRY     -  US
 QL0212  USGS QUAD   -  ESCANABA (2017)
 QL0212
 QL0212                         *CURRENT SURVEY CONTROL
 QL0212  ______________________________________________________________________
 QL0212* NAD 83(2011) POSITION- 45 44 39.09187(N) 087 02 24.06818(W)   ADJUSTED
 QL0212* NAD 83(2011) ELLIP HT-   142.507 (meters)        (12/02/25)   ADJUSTED
 QL0212* NAD 83(2011) EPOCH   -  2010.00
 QL0212* NAVD 88 ORTHO HEIGHT -   178.412 (meters)      585.34  (feet) ADJUSTED
 QL0212  ______________________________________________________________________
 QL0212  GEOID HEIGHT    -        -35.852 (meters)                     GEOID18
 QL0212  NAD 83(2011) X  -    230,246.926 (meters)                     COMP
 QL0212  NAD 83(2011) Y  - -4,452,879.432 (meters)                     COMP
 QL0212  NAD 83(2011) Z  -  4,545,552.979 (meters)                     COMP
 QL0212  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 QL0212  DYNAMIC HEIGHT  -        178.411 (meters)      585.34  (feet) COMP
 QL0212  MODELED GRAVITY -    980,608.8   (mgal)                       NAVD 88
 QL0212
 QL0212  VERT ORDER      -  FIRST     CLASS 0
 QL0212
 QL0212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QL0212  Standards:
 QL0212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QL0212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QL0212  -------------------------------------------------------------------
 QL0212  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.01754658
 QL0212  -------------------------------------------------------------------
 QL0212  Click here for local accuracies and other accuracy information.
 QL0212
 QL0212.The horizontal coordinates were established by GPS observations
 QL0212.and adjusted by the National Geodetic Survey in December 2025.
 QL0212
 QL0212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QL0212.been affixed to the stable North American tectonic plate. See 
 QL0212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QL0212
 QL0212.The horizontal coordinates are valid at the epoch date displayed above
 QL0212.which is a decimal equivalence of Year/Month/Day.
 QL0212
 QL0212.The orthometric height was determined by differential leveling and
 QL0212.adjusted by the NATIONAL GEODETIC SURVEY
 QL0212.in June 1991.
 QL0212
 QL0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0212.GEOID18 height accuracy estimate available here.
 QL0212
 QL0212.Click photographs - Photos may exist for this station.
 QL0212
 QL0212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0212
 QL0212.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0212
 QL0212.The ellipsoidal height was determined by GPS observations
 QL0212.and is referenced to NAD 83.
 QL0212
 QL0212.The dynamic height is computed by dividing the NAVD 88
 QL0212.geopotential number by the normal gravity value computed on the
 QL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0212.degrees latitude (g = 980.6199 gals.).
 QL0212
 QL0212.The modeled gravity was interpolated from observed gravity values.
 QL0212
 QL0212. The following values were computed from the NAD 83(2011) position.
 QL0212
 QL0212;                    North         East     Units Scale Factor Converg.
 QL0212;SPC MI N     -   106,795.354 7,996,885.911   MT  0.99994714   -0 01 44.1
 QL0212;SPC MI N     -   350,378.46 26,236,502.33   iFT  0.99994714   -0 01 44.1
 QL0212;UTM  16      - 5,065,626.907   496,886.992   MT  0.99960012   -0 01 43.2
 QL0212
 QL0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0212!SPC MI N     -   0.99997766  x   0.99994714  =   0.99992480
 QL0212!UTM  16      -   0.99997766  x   0.99960012  =   0.99957779
 QL0212
 QL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9688665626(NAD 83)
 QL0212
 QL0212                          SUPERSEDED SURVEY CONTROL
 QL0212
 QL0212  NGVD 29 (??/??/92)  178.46   (m)          585.5    (f) COMPUTED    1 0
 QL0212
 QL0212.Superseded values are not recommended for survey control.
 QL0212
 QL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0212.See file dsdata.pdf to determine how the superseded data were derived.
 QL0212
 QL0212_MARKER: DR = REFERENCE MARK DISK
 QL0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0212_STAMPING: ESCANABA NO 1 1954
 QL0212_MARK LOGO: CGS
 QL0212_PROJECTION: RECESSED 3 CENTIMETERS
 QL0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0212+STABILITY: SURFACE MOTION
 QL0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0212+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 QL0212
 QL0212  HISTORY     - Date     Condition        Report By
 QL0212  HISTORY     - 1954     MONUMENTED       CGS
 QL0212  HISTORY     - 1972     GOOD             NGS
 QL0212  HISTORY     - 1990     GOOD             USPSQD
 QL0212  HISTORY     - 19910417 GOOD             USPSQD
 QL0212  HISTORY     - 20220811 GOOD             NGS
 QL0212
 QL0212                          STATION DESCRIPTION
 QL0212
 QL0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0212'AT ESCANABA.
 QL0212'ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND A PAVED ROAD
 QL0212'LEADING TO SAND POINT FROM THE FORMER POST OFFICE BUILDING AT
 QL0212'ESCANABA, 79.5 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 QL0212'93.5 FEET EAST OF RM 2 DESCRIBED, 1 FOOT SOUTH OF THE SOUTH
 QL0212'EDGE OF A CONCRETE CURBING OF A DRIVEWAY, 1 FOOT ABOVE THE LEVEL
 QL0212'OF THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 QL0212'BELOW THE LEVEL OF THE GROUND.  SECTION 29, T39N, R22W.
 QL0212
 QL0212                          STATION RECOVERY (1990)
 QL0212
 QL0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0212'RECOVERED IN GOOD CONDITION.
 QL0212
 QL0212                          STATION RECOVERY (1991)
 QL0212
 QL0212'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0212'RECOVERED IN GOOD CONDITION.
 QL0212
 QL0212                          STATION RECOVERY (2022)
 QL0212
 QL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 QL0212'TO REACH THE STATION FROM THE INTERSECTION OF LOREN W JENKINS MEMORIAL
 QL0212'DRIVE AND WATER PLANT ROAD, PROCEED EAST ON WATER PLANT ROAD TO THE
 QL0212'NORTH SIDE OF THE WATER PLANT FOR 0.4 KM (0.2 MI).
 QL0212'
 QL0212'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT IN THE GRASS ON
 QL0212'THE SOUTH SIDE OF THE ROAD.  IT IS 73.15 M (240.0 FT) EAST OF THE
 QL0212'CENTERLINE OF THE DRIVEWAY FOR NORTH DELIVERY ENTRANCE TO THE WATER
 QL0212'PLANT, 14.17 M (46.5 FT) SOUTHWEST OF A 10-INCH (25 CM) DIAMETER PINE
 QL0212'TREE ON THE NORTH SIDE OF THE ROAD, 4.27 M (14.0 FT) NORTH-NORTHEAST
 QL0212'OF A METAL FENCE FOR THE WATER PLANT, 0.30 M (1.0 FT) SOUTH OF THE
 QL0212'SOUTH EDGE OF A CONCRETE CURB FOR THE ROAD, 0.15 M (0.5 FT) ABOVE THE
 QL0212'LEVEL OF THE ROAD AND IS SET 3 CM (1 INCH) BELOW THE LEVEL OF THE
 QL0212'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0210 ***********************************************************************
 QL0210  DESIGNATION -  ESCANABA RM 2
 QL0210  PID         -  QL0210
 QL0210  STATE/COUNTY-  MI/DELTA
 QL0210  COUNTRY     -  US
 QL0210  USGS QUAD   -  ESCANABA (2017)
 QL0210
 QL0210                         *CURRENT SURVEY CONTROL
 QL0210  ______________________________________________________________________
 QL0210* NAD 83(1986) POSITION- 45 44 39.27   (N) 087 02 25.36   (W)   HD_HELD1
 QL0210* NAVD 88 ORTHO HEIGHT -   178.630 (meters)      586.06  (feet) ADJUSTED
 QL0210  ______________________________________________________________________
 QL0210  GEOID HEIGHT    -        -35.851 (meters)                     GEOID18
 QL0210  DYNAMIC HEIGHT  -        178.629 (meters)      586.05  (feet) COMP
 QL0210  MODELED GRAVITY -    980,608.8   (mgal)                       NAVD 88
 QL0210
 QL0210  VERT ORDER      -  FIRST     CLASS 0
 QL0210
 QL0210.The horizontal coordinates were determined by differentially corrected
 QL0210.hand held GPS observations or other comparable positioning techniques
 QL0210.and have an estimated accuracy of +/- 3 meters.
 QL0210
 QL0210.The orthometric height was determined by differential leveling and
 QL0210.adjusted by the NATIONAL GEODETIC SURVEY
 QL0210.in June 1991.
 QL0210
 QL0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0210.GEOID18 height accuracy estimate available here.
 QL0210
 QL0210.Click photographs - Photos may exist for this station.
 QL0210
 QL0210.The dynamic height is computed by dividing the NAVD 88
 QL0210.geopotential number by the normal gravity value computed on the
 QL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0210.degrees latitude (g = 980.6199 gals.).
 QL0210
 QL0210.The modeled gravity was interpolated from observed gravity values.
 QL0210
 QL0210;                    North         East    Units  Estimated Accuracy
 QL0210;SPC MI N     -   106,800.9   7,996,858.0     MT  (+/- 3 meters HH1 GPS) 
 QL0210
 QL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9685965632(NAD 83)
 QL0210
 QL0210                          SUPERSEDED SURVEY CONTROL
 QL0210
 QL0210  NGVD 29 (??/??/92)  178.68   (m)          586.2    (f) COMPUTED    1 0
 QL0210
 QL0210.Superseded values are not recommended for survey control.
 QL0210
 QL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0210.See file dsdata.pdf to determine how the superseded data were derived.
 QL0210
 QL0210_MARKER: DR = REFERENCE MARK DISK
 QL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0210_STAMPING: ESCANABA NO 2 1954
 QL0210_MARK LOGO: CGS
 QL0210_PROJECTION: RECESSED 3 CENTIMETERS
 QL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0210+STABILITY: SURFACE MOTION
 QL0210
 QL0210  HISTORY     - Date     Condition        Report By
 QL0210  HISTORY     - 1954     MONUMENTED       CGS
 QL0210  HISTORY     - 1972     GOOD             NGS
 QL0210  HISTORY     - 1990     GOOD             USPSQD
 QL0210  HISTORY     - 19910417 GOOD             USPSQD
 QL0210
 QL0210                          STATION DESCRIPTION
 QL0210
 QL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0210'AT ESCANABA.
 QL0210'AT ESCANABA, ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND
 QL0210'PAVED ROAD LEADING EAST TO SAND POINT FROM THE FORMER POST
 QL0210'OFFICE BUILDING AT ESCANABA, 89 FEET NORTHEAST OF THE NORTHEAST
 QL0210'CORNER OF THE STONE WATER WORKS BUILDING AND WEATHER STATION,
 QL0210'80.6 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 23 FEET
 QL0210'NORTH OF A 12 INCH PINE TREE, 93.5 FEET WEST OF RM 1 DESCRIBED,
 QL0210'1 FOOT ABOVE THE LEVEL OF A DRIVEWAY AND SET IN THE TOP OF A
 QL0210'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION
 QL0210'29, T39N, R22W.
 QL0210
 QL0210                          STATION RECOVERY (1990)
 QL0210
 QL0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0210'RECOVERED IN GOOD CONDITION.
 QL0210
 QL0210                          STATION RECOVERY (1991)
 QL0210
 QL0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0457 ***********************************************************************
 QL0457  DESIGNATION -  ESCANABA WDBC NE RADIO MAST
 QL0457  PID         -  QL0457
 QL0457  STATE/COUNTY-  MI/DELTA
 QL0457  COUNTRY     -  US
 QL0457  USGS QUAD   -  GLADSTONE (2017)
 QL0457
 QL0457                         *CURRENT SURVEY CONTROL
 QL0457  ______________________________________________________________________
 QL0457* NAD 83(1994) POSITION- 45 45 49.89662(N) 087 05 35.68899(W)   ADJUSTED
 QL0457  ______________________________________________________________________
 QL0457  GEOID HEIGHT    -        -35.721 (meters)                     GEOID18
 QL0457  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 QL0457  HORZ ORDER      -  THIRD
 QL0457
 QL0457.The horizontal coordinates were established by classical geodetic methods
 QL0457.and adjusted by the National Geodetic Survey in February 1997.
 QL0457
 QL0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0457.GEOID18 height accuracy estimate available here.
 QL0457
 QL0457.Click photographs - Photos may exist for this station.
 QL0457
 QL0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0457
 QL0457. The following values were computed from the NAD 83(1994) position.
 QL0457
 QL0457;                    North         East     Units Scale Factor Converg.
 QL0457;SPC MI N     -   108,984.743 7,992,746.526   MT  0.99994398   -0 04 02.6
 QL0457;SPC MI N     -   357,561.49 26,222,921.67   iFT  0.99994398   -0 04 02.6
 QL0457;UTM  16      - 5,067,815.510   492,749.020   MT  0.99960065   -0 04 00.5
 QL0457
 QL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9274967815(NAD 83)
 QL0457
 QL0457                          SUPERSEDED SURVEY CONTROL
 QL0457
 QL0457  NAD 83(1986)-  45 45 49.89664(N)    087 05 35.68722(W) AD(       ) 3
 QL0457  NAD 27      -  45 45 50.01300(N)    087 05 35.19600(W) AD(       ) 3
 QL0457
 QL0457.Superseded values are not recommended for survey control.
 QL0457
 QL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0457.See file dsdata.pdf to determine how the superseded data were derived.
 QL0457
 QL0457_MARKER: 42 = RADIO/TV MAST
 QL0457
 QL0457  HISTORY     - Date     Condition        Report By
 QL0457  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0457  HISTORY     - 1963     GOOD             CGS
 QL0457  HISTORY     - 19950818 GOOD             USPSQD
 QL0457  HISTORY     - 20021122 GOOD             USPSQD
 QL0457  HISTORY     - 20040312 GOOD             USPSQD
 QL0457
 QL0457                          STATION DESCRIPTION
 QL0457
 QL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0457'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0457'ARE PAINTED ORANGE AND
 QL0457'WHITE, ABOUT 1000 FEET APART, THREE SETS OF LIGHTS TO EACH MAST AND
 QL0457'285 FEET HIGH (EACH MAST).
 QL0457'
 QL0457'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0457'
 QL0457'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0457'M 35 AT THE WEST EDGE OF
 QL0457'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD
 QL0457'LEFT, TURN LEFT (WEST) FOR 1.6
 QL0457'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR 0.15 MILE
 QL0457'AND THE MAST ON THE RIGHT.
 QL0457
 QL0457                          STATION RECOVERY (1963)
 QL0457
 QL0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0457'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0457'4 RADIO MASTS ALL OF WHICH ARE
 QL0457'IN PLACE AS DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS
 QL0457'PARTY IN 1963.
 QL0457
 QL0457                          STATION RECOVERY (1995)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0457'RECOVERED IN GOOD CONDITION.
 QL0457
 QL0457                          STATION RECOVERY (2002)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0457'RECOVERED IN GOOD CONDITION.
 QL0457
 QL0457                          STATION RECOVERY (2004)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0453 ***********************************************************************
 QL0453  DESIGNATION -  ESCANABA WDBC NW RADIO MAST
 QL0453  PID         -  QL0453
 QL0453  STATE/COUNTY-  MI/DELTA
 QL0453  COUNTRY     -  US
 QL0453  USGS QUAD   -  GLADSTONE (2017)
 QL0453
 QL0453                         *CURRENT SURVEY CONTROL
 QL0453  ______________________________________________________________________
 QL0453* NAD 83(1994) POSITION- 45 45 47.94884(N) 087 05 46.08718(W)   ADJUSTED
 QL0453  ______________________________________________________________________
 QL0453  GEOID HEIGHT    -        -35.718 (meters)                     GEOID18
 QL0453  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 QL0453  HORZ ORDER      -  THIRD
 QL0453
 QL0453.The horizontal coordinates were established by classical geodetic methods
 QL0453.and adjusted by the National Geodetic Survey in February 1997.
 QL0453
 QL0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0453.GEOID18 height accuracy estimate available here.
 QL0453
 QL0453.Click photographs - Photos may exist for this station.
 QL0453
 QL0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0453
 QL0453. The following values were computed from the NAD 83(1994) position.
 QL0453
 QL0453;                    North         East     Units Scale Factor Converg.
 QL0453;SPC MI N     -   108,924.879 7,992,521.772   MT  0.99994407   -0 04 10.1
 QL0453;SPC MI N     -   357,365.09 26,222,184.29   iFT  0.99994407   -0 04 10.1
 QL0453;UTM  16      - 5,067,755.664   492,524.344   MT  0.99960069   -0 04 08.0
 QL0453
 QL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9252467755(NAD 83)
 QL0453
 QL0453                          SUPERSEDED SURVEY CONTROL
 QL0453
 QL0453  NAD 83(1986)-  45 45 47.94673(N)    087 05 46.08551(W) AD(       ) 3
 QL0453  NAD 27      -  45 45 48.03800(N)    087 05 45.59900(W) AD(       ) 3
 QL0453
 QL0453.Superseded values are not recommended for survey control.
 QL0453
 QL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0453.See file dsdata.pdf to determine how the superseded data were derived.
 QL0453
 QL0453_MARKER: 42 = RADIO/TV MAST
 QL0453
 QL0453  HISTORY     - Date     Condition        Report By
 QL0453  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0453  HISTORY     - 1963     GOOD             CGS
 QL0453  HISTORY     - 19950818 GOOD             USPSQD
 QL0453  HISTORY     - 20021122 GOOD             USPSQD
 QL0453  HISTORY     - 20040312 GOOD             USPSQD
 QL0453
 QL0453                          STATION DESCRIPTION
 QL0453
 QL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0453'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0453'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET APART,
 QL0453'THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH MAST).
 QL0453'
 QL0453'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0453'
 QL0453'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0453'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0453'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0453'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR
 QL0453'0.15 MILE AND THE MAST ON THE RIGHT.
 QL0453
 QL0453                          STATION RECOVERY (1963)
 QL0453
 QL0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0453'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE ARE 4 RADIO MASTS
 QL0453'ALL OF WHICH ARE IN PLACE AS DESCRIBED.  THE NE
 QL0453'ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0453
 QL0453                          STATION RECOVERY (1995)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0453'RECOVERED IN GOOD CONDITION.
 QL0453
 QL0453                          STATION RECOVERY (2002)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0453'RECOVERED IN GOOD CONDITION.
 QL0453
 QL0453                          STATION RECOVERY (2004)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0454 ***********************************************************************
 QL0454  DESIGNATION -  ESCANABA WDBC SE RADIO MAST
 QL0454  PID         -  QL0454
 QL0454  STATE/COUNTY-  MI/DELTA
 QL0454  COUNTRY     -  US
 QL0454  USGS QUAD   -  GLADSTONE (2017)
 QL0454
 QL0454                         *CURRENT SURVEY CONTROL
 QL0454  ______________________________________________________________________
 QL0454* NAD 83(1994) POSITION- 45 45 46.39591(N) 087 05 36.58417(W)   ADJUSTED
 QL0454  ______________________________________________________________________
 QL0454  GEOID HEIGHT    -        -35.723 (meters)                     GEOID18
 QL0454  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 QL0454  HORZ ORDER      -  THIRD
 QL0454
 QL0454.The horizontal coordinates were established by classical geodetic methods
 QL0454.and adjusted by the National Geodetic Survey in February 1997.
 QL0454
 QL0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0454.GEOID18 height accuracy estimate available here.
 QL0454
 QL0454.Click photographs - Photos may exist for this station.
 QL0454
 QL0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0454
 QL0454. The following values were computed from the NAD 83(1994) position.
 QL0454
 QL0454;                    North         East     Units Scale Factor Converg.
 QL0454;SPC MI N     -   108,876.691 7,992,727.056   MT  0.99994413   -0 04 03.3
 QL0454;SPC MI N     -   357,206.99 26,222,857.80   iFT  0.99994413   -0 04 03.3
 QL0454;UTM  16      - 5,067,707.494   492,729.558   MT  0.99960065   -0 04 01.1
 QL0454
 QL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9272967707(NAD 83)
 QL0454
 QL0454                          SUPERSEDED SURVEY CONTROL
 QL0454
 QL0454  NAD 83(1986)-  45 45 46.39348(N)    087 05 36.58230(W) AD(       ) 3
 QL0454  NAD 27      -  45 45 46.49800(N)    087 05 36.09200(W) AD(       ) 3
 QL0454
 QL0454.Superseded values are not recommended for survey control.
 QL0454
 QL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0454.See file dsdata.pdf to determine how the superseded data were derived.
 QL0454
 QL0454_MARKER: 42 = RADIO/TV MAST
 QL0454
 QL0454  HISTORY     - Date     Condition        Report By
 QL0454  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0454  HISTORY     - 1963     GOOD             CGS
 QL0454  HISTORY     - 19950818 GOOD             USPSQD
 QL0454  HISTORY     - 20021122 GOOD             USPSQD
 QL0454  HISTORY     - 20040312 GOOD             USPSQD
 QL0454
 QL0454                          STATION DESCRIPTION
 QL0454
 QL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0454'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0454'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET APART,
 QL0454'THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH MAST).
 QL0454'
 QL0454'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0454'
 QL0454'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0454'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0454'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0454'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR 0.15
 QL0454'MILE AND THE MAST ON THE RIGHT.
 QL0454
 QL0454                          STATION RECOVERY (1963)
 QL0454
 QL0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0454'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0454'4 RADIO MASTS ALL OF WHICH ARE IN PLACE AS
 QL0454'DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0454
 QL0454                          STATION RECOVERY (1995)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0454'RECOVERED IN GOOD CONDITION.
 QL0454
 QL0454                          STATION RECOVERY (2002)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0454'RECOVERED IN GOOD CONDITION.
 QL0454
 QL0454                          STATION RECOVERY (2004)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0456 ***********************************************************************
 QL0456  DESIGNATION -  ESCANABA WDBC SW RADIO MAST
 QL0456  PID         -  QL0456
 QL0456  STATE/COUNTY-  MI/DELTA
 QL0456  COUNTRY     -  US
 QL0456  USGS QUAD   -  GLADSTONE (2017)
 QL0456
 QL0456                         *CURRENT SURVEY CONTROL
 QL0456  ______________________________________________________________________
 QL0456* NAD 83(1994) POSITION- 45 45 44.43617(N) 087 05 46.98083(W)   ADJUSTED
 QL0456  ______________________________________________________________________
 QL0456  GEOID HEIGHT    -        -35.721 (meters)                     GEOID18
 QL0456  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 QL0456  HORZ ORDER      -  THIRD
 QL0456
 QL0456.The horizontal coordinates were established by classical geodetic methods
 QL0456.and adjusted by the National Geodetic Survey in February 1997.
 QL0456
 QL0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0456.GEOID18 height accuracy estimate available here.
 QL0456
 QL0456.Click photographs - Photos may exist for this station.
 QL0456
 QL0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0456
 QL0456. The following values were computed from the NAD 83(1994) position.
 QL0456
 QL0456;                    North         East     Units Scale Factor Converg.
 QL0456;SPC MI N     -   108,816.458 7,992,502.331   MT  0.99994422   -0 04 10.8
 QL0456;SPC MI N     -   357,009.38 26,222,120.51   iFT  0.99994422   -0 04 10.8
 QL0456;UTM  16      - 5,067,647.280   492,504.910   MT  0.99960069   -0 04 08.6
 QL0456
 QL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9250467647(NAD 83)
 QL0456
 QL0456                          SUPERSEDED SURVEY CONTROL
 QL0456
 QL0456  NAD 83(1986)-  45 45 44.43386(N)    087 05 46.97917(W) AD(       ) 3
 QL0456  NAD 27      -  45 45 44.53800(N)    087 05 46.48800(W) AD(       ) 3
 QL0456
 QL0456.Superseded values are not recommended for survey control.
 QL0456
 QL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0456.See file dsdata.pdf to determine how the superseded data were derived.
 QL0456
 QL0456_MARKER: 42 = RADIO/TV MAST
 QL0456
 QL0456  HISTORY     - Date     Condition        Report By
 QL0456  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0456  HISTORY     - 1963     GOOD             CGS
 QL0456  HISTORY     - 19950818 GOOD             USPSQD
 QL0456  HISTORY     - 20021122 GOOD             USPSQD
 QL0456  HISTORY     - 20040312 GOOD             USPSQD
 QL0456
 QL0456                          STATION DESCRIPTION
 QL0456
 QL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0456'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0456'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET
 QL0456'APART, THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH
 QL0456'MAST).
 QL0456'
 QL0456'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0456'
 QL0456'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0456'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0456'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0456'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR
 QL0456'0.15 MILE AND THE MAST ON THE RIGHT.
 QL0456
 QL0456                          STATION RECOVERY (1963)
 QL0456
 QL0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0456'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0456'4 RADIO MASTS ALL OF WHICH ARE IN PLACE AS
 QL0456'DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0456
 QL0456                          STATION RECOVERY (1995)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0456'RECOVERED IN GOOD CONDITION.
 QL0456
 QL0456                          STATION RECOVERY (2002)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0456'RECOVERED IN GOOD CONDITION.
 QL0456
 QL0456                          STATION RECOVERY (2004)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0533 ***********************************************************************
 OJ0533  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0533  DESIGNATION -  ESSEX
 OJ0533  PID         -  OJ0533
 OJ0533  STATE/COUNTY-  MI/BAY
 OJ0533  COUNTRY     -  US
 OJ0533  USGS QUAD   -  ESSEXVILLE (2017)
 OJ0533
 OJ0533                         *CURRENT SURVEY CONTROL
 OJ0533  ______________________________________________________________________
 OJ0533* NAD 83(1986) POSITION- 43 37 11.37   (N) 083 50 13.97   (W)   HD_HELD1
 OJ0533* NAVD 88 ORTHO HEIGHT -   178.703 (meters)      586.29  (feet) ADJUSTED
 OJ0533  ______________________________________________________________________
 OJ0533  GEOID HEIGHT    -        -34.600 (meters)                     GEOID18
 OJ0533  DYNAMIC HEIGHT  -        178.668 (meters)      586.18  (feet) COMP
 OJ0533  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 OJ0533
 OJ0533  VERT ORDER      -  FIRST     CLASS II
 OJ0533
 OJ0533.The horizontal coordinates were determined by differentially corrected
 OJ0533.hand held GPS observations or other comparable positioning techniques
 OJ0533.and have an estimated accuracy of +/- 3 meters.
 OJ0533
 OJ0533.The orthometric height was determined by differential leveling and
 OJ0533.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0533.in October 2009.
 OJ0533
 OJ0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0533.GEOID18 height accuracy estimate available here.
 OJ0533
 OJ0533.This Water Level Mark is designated as VM 13060
 OJ0533.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0533
 OJ0533.Click photographs - Photos may exist for this station.
 OJ0533
 OJ0533.The dynamic height is computed by dividing the NAVD 88
 OJ0533.geopotential number by the normal gravity value computed on the
 OJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0533.degrees latitude (g = 980.6199 gals.).
 OJ0533
 OJ0533.The modeled gravity was interpolated from observed gravity values.
 OJ0533
 OJ0533;                    North         East    Units  Estimated Accuracy
 OJ0533;SPC MI S     -   235,608.5   4,042,734.9     MT  (+/- 3 meters HH1 GPS) 
 OJ0533
 OJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7107633560(NAD 83)
 OJ0533
 OJ0533                          SUPERSEDED SURVEY CONTROL
 OJ0533
 OJ0533  NAVD 88 (06/15/91)  178.705  (m)          586.30   (f) SUPERSEDED  1 0
 OJ0533  NGVD 29 (??/??/92)  178.844  (m)          586.76   (f) ADJ UNCH    1 0
 OJ0533
 OJ0533.Superseded values are not recommended for survey control.
 OJ0533
 OJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0533.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0533
 OJ0533_MARKER: X = CHISELED CROSS
 OJ0533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OJ0533_SP_SET: LIGHT FOOTING
 OJ0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0533+STABILITY: SURFACE MOTION
 OJ0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0533+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 OJ0533
 OJ0533  HISTORY     - Date     Condition        Report By
 OJ0533  HISTORY     - 1954     MONUMENTED       USLS
 OJ0533  HISTORY     - 1976     GOOD             NOS
 OJ0533  HISTORY     - 1984     GOOD             USPSQD
 OJ0533  HISTORY     - 19941012 GOOD             NOS
 OJ0533  HISTORY     - 20080415 GOOD             COLEM
 OJ0533
 OJ0533                          STATION DESCRIPTION
 OJ0533
 OJ0533'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0533'IN ESSEXVILLE.
 OJ0533'0.3 MILE NORTH ALONG PINE ST. FROM THE INTERSECTION OF WOODSIDE ST.,
 OJ0533'ON SOUTHEAST CORNER OF BASE OF THE ESEXVILLE REAR RANGE LIGHT, 58 FT.
 OJ0533'WEST CENTERLINE OF PINE ST., 7.5 FT. NORTHWEST OF THE MOST
 OJ0533'NORTHWESTERLY RAIL OF A SPUR LINE, 1 FT. ABOVE THE GROUND, BEING
 OJ0533'HIGHEST POINT OVER CROSS IN TOP OF STEEL FOOTING OF THE EAST LEG OF
 OJ0533'THE LIGHT.
 OJ0533
 OJ0533                          STATION RECOVERY (1984)
 OJ0533
 OJ0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0533'MARK HAS BEEN PAINTED BLACK, SAME AS BASE OF LIGHT BUT STILL UISABLE.
 OJ0533
 OJ0533                          STATION RECOVERY (1994)
 OJ0533
 OJ0533'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0533'0.3 MILE (0.5 KM) NORTH ALONG PINE ST.  FROM THE INTERSECTION OF
 OJ0533'WOODSIDE ST., ON SOUTHEAST CORNER OF BASE OF THE ESEXVILLE REAR RANGE
 OJ0533'LIGHT, 58 FT.  (17.7 M) WEST CENTERLINE OF PINE ST., 7.5 FT.  (2.3 M)
 OJ0533'NORTHWEST OF THE MOST NORTHWESTERLY RAIL OF A SPUR LINE, 1 FT. (0.3 M)
 OJ0533'ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS IN TOP OF STEEL
 OJ0533'FOOTING OF THE EAST LEG OF THE LIGHT. IN 1984 THIS POINT WAS REPORTED
 OJ0533'BY USPSQD AS BEING IN GOOD CONDITION.  MARK HAS BEEN PAINTED BLACK,
 OJ0533'SAME AS BASE OF LIGHT BUT STILL UISABLE.
 OJ0533
 OJ0533                          STATION RECOVERY (2008)
 OJ0533
 OJ0533'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OJ0533'RECOVERED AS DESCRIBED.
 OJ0533'
 OJ0533'NOTE--8FT SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8053 ***********************************************************************
 AA8053  CBN         -  This is a Cooperative Base Network Control Station.
 AA8053  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8053  DESIGNATION -  ESSEX A
 AA8053  PID         -  AA8053
 AA8053  STATE/COUNTY-  MI/BAY
 AA8053  COUNTRY     -  US
 AA8053  USGS QUAD   -  BAY CITY NE (2017)
 AA8053
 AA8053                         *CURRENT SURVEY CONTROL
 AA8053  ______________________________________________________________________
 AA8053* NAD 83(2011) POSITION- 43 37 42.57424(N) 083 50 17.62245(W)   ADJUSTED
 AA8053* NAD 83(2011) ELLIP HT-   143.701 (meters)        (06/27/12)   ADJUSTED
 AA8053* NAD 83(2011) EPOCH   -  2010.00
 AA8053* NAVD 88 ORTHO HEIGHT -   178.298 (meters)      584.97  (feet) ADJUSTED
 AA8053  ______________________________________________________________________
 AA8053  GEOID HEIGHT    -        -34.612 (meters)                     GEOID18
 AA8053  NAD 83(2011) X  -    496,338.699 (meters)                     COMP
 AA8053  NAD 83(2011) Y  - -4,597,443.091 (meters)                     COMP
 AA8053  NAD 83(2011) Z  -  4,378,405.358 (meters)                     COMP
 AA8053  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 AA8053  DYNAMIC HEIGHT  -        178.263 (meters)      584.85  (feet) COMP
 AA8053  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 AA8053
 AA8053  VERT ORDER      -  FIRST     CLASS II
 AA8053
 AA8053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8053  Standards:
 AA8053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8053  -------------------------------------------------------------------
 AA8053  NETWORK    0.41   0.90           0.18   0.15   0.46     -0.05684293
 AA8053  -------------------------------------------------------------------
 AA8053  Click here for local accuracies and other accuracy information.
 AA8053
 AA8053.This is a reference station for the SAGINAW 1
 AA8053.National Continuously Operating Reference Station (SAG1).
 AA8053
 AA8053.The horizontal coordinates were established by GPS observations
 AA8053.and adjusted by the National Geodetic Survey in June 2012.
 AA8053
 AA8053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8053.been affixed to the stable North American tectonic plate. See 
 AA8053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8053
 AA8053.The horizontal coordinates are valid at the epoch date displayed above
 AA8053.which is a decimal equivalence of Year/Month/Day.
 AA8053
 AA8053.The orthometric height was determined by differential leveling and
 AA8053.adjusted by the NATIONAL GEODETIC SURVEY
 AA8053.in October 2009.
 AA8053
 AA8053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8053.GEOID18 height accuracy estimate available here.
 AA8053
 AA8053.This Water Level Mark is designated as VM 13056
 AA8053.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8053
 AA8053.Click photographs - Photos may exist for this station.
 AA8053
 AA8053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8053
 AA8053.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8053
 AA8053.The ellipsoidal height was determined by GPS observations
 AA8053.and is referenced to NAD 83.
 AA8053
 AA8053.The dynamic height is computed by dividing the NAVD 88
 AA8053.geopotential number by the normal gravity value computed on the
 AA8053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8053.degrees latitude (g = 980.6199 gals.).
 AA8053
 AA8053.The modeled gravity was interpolated from observed gravity values.
 AA8053
 AA8053. The following values were computed from the NAD 83(2011) position.
 AA8053
 AA8053;                    North         East     Units Scale Factor Converg.
 AA8053;SPC MI S     -   236,571.041 4,042,646.927   MT  0.99999111   +0 21 34.6
 AA8053;SPC MI S     -   776,151.71 13,263,277.32   iFT  0.99999111   +0 21 34.6
 AA8053;UTM  17      - 4,834,526.389   271,027.881   MT  1.00024493   -1 57 33.0
 AA8053
 AA8053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8053!SPC MI S     -   0.99997747  x   0.99999111  =   0.99996858
 AA8053!UTM  17      -   0.99997747  x   1.00024493  =   1.00022239
 AA8053
 AA8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7102734526(NAD 83)
 AA8053
 AA8053|---------------------------------------------------------------------|
 AA8053| PID    Reference Object                     Distance      Geod. Az  |
 AA8053|                                                           dddmmss.s |
 AA8053| AF9510 SAGINAW 1 CORS ARP                   40.932 METERS 06709     |
 AA8053| DJ7849 SAGINAW 5 CORS ARP                   40.922 METERS 06710     |
 AA8053| AB6304 SAGINAW 1 CORS L1 PHASE CENTER       40.946 METERS 06710     |
 AA8053|---------------------------------------------------------------------|
 AA8053
 AA8053                          SUPERSEDED SURVEY CONTROL
 AA8053
 AA8053  ELLIP H (08/23/11)  143.678  (m)                       GP(       ) 1 2
 AA8053  NAD 83(2007)-  43 37 42.57431(N)    083 50 17.62368(W) AD(2002.00) 0
 AA8053  ELLIP H (02/10/07)  143.733  (m)                       GP(2002.00)    
 AA8053  ELLIP H (06/11/02)  143.736  (m)                       GP(       ) 4 1
 AA8053  NAD 83(1994)-  43 37 42.57434(N)    083 50 17.62351(W) AD(       ) A
 AA8053  ELLIP H (09/21/95)  143.733  (m)                       GP(       ) 2 1
 AA8053  NAVD 88 (06/07/07)  178.299  (m)          584.97   (f) SUPERSEDED  2 1
 AA8053  NAVD 88             178.30   (m)          585.0    (f) LEVELING    3  
 AA8053  NAVD 88 (03/25/97)  178.301  (m)          584.98   (f) SUPERSEDED  2 1
 AA8053  NAVD 88 (12/11/96)  178.1    (m)  UNKNOWN  model used  GPS OBS        
 AA8053
 AA8053.Superseded values are not recommended for survey control.
 AA8053
 AA8053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8053.See file dsdata.pdf to determine how the superseded data were derived.
 AA8053
 AA8053_MARKER: F = FLANGE-ENCASED ROD
 AA8053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8053_STAMPING: ESSEX A 1994
 AA8053_MARK LOGO: NGS
 AA8053_PROJECTION: RECESSED 1 CENTIMETERS
 AA8053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8053+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 AA8053_ROD/PIPE-DEPTH: 29.9 meters
 AA8053_SLEEVE-DEPTH  : 1.20 meters
 AA8053
 AA8053  HISTORY     - Date     Condition        Report By
 AA8053  HISTORY     - 1994     MONUMENTED       NGS
 AA8053  HISTORY     - 19941012 GOOD             NOS
 AA8053  HISTORY     - 19960512 GOOD             NGS
 AA8053  HISTORY     - 19970611 GOOD             NGS
 AA8053  HISTORY     - 20010403 GOOD             LOCSUR
 AA8053  HISTORY     - 20040511 GOOD             INDIV
 AA8053  HISTORY     - 20040530 GOOD             WADTRI
 AA8053  HISTORY     - 2005     GOOD             NGS
 AA8053  HISTORY     - 20060922 GOOD             NGS
 AA8053  HISTORY     - 20080415 GOOD             COLEM
 AA8053  HISTORY     - 20100602 GOOD             MIDT
 AA8053  HISTORY     - 20150810 GOOD             NGS
 AA8053
 AA8053                          STATION DESCRIPTION
 AA8053
 AA8053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8053'NOTE--GATE TO STATION IS LOCKED AFTER BUSINESS HOURS.  CALL IN ADVANCE
 AA8053'TO USE STATION FOR NIGHT WORK.
 AA8053'
 AA8053'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF BAY CITY, 2 KM
 AA8053'(1.25 MI) NORTH OF ESSEXVILLE, ON THE EAST SHORE OF THE SAGINAW RIVER,
 AA8053'IN THE BACK YARD OF THE SAGINAW AREA OFFICE OF THE U.S. ARMY CORPS OF
 AA8053'ENGINEERS, ADJACENT TO THE PROPOSED U.S. COAST GUARD GPS ANTENNA SITE.
 AA8053'OWNERSHIP--U.S. CORPS OF ENGINEERS, 2445 WEADOCK ROAD, P.O. BOX 428,
 AA8053'ESSEXVILLE MI 48372.  CONTACT ERNIE LIEBETREU, PHONE 517-894-4951.
 AA8053'
 AA8053'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ON THE EAST
 AA8053'SIDE OF BAY CITY, GO EAST ON HIGHWAY 25 FOR 2.46 KM (1.50 MI) TO A
 AA8053'CROSSROAD.  TURN LEFT, NORTH, ON PINE ROAD FOR 1.97 KM (1.20 MI) TO A
 AA8053'CROSS STREET (ESSEX STREET) AT STOPLIGHT.  CONTINUE NORTH THROUGH TOWN
 AA8053'FOR 0.45 KM (0.25 MI) TO A CROSS STREET AT STOPLIGHT.  CONTINUE NORTH
 AA8053'ON WEADOCK ROAD FOR 1.41 KM (0.85 MI) TO THE CORPS OF ENGINEERS
 AA8053'ENTRANCE ON THE LEFT.  TURN LEFT TO THE OFFICE.
 AA8053'
 AA8053'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8053'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8053'IS ON HIGH GROUND, 24.1 M (79.1 FT) SOUTH OF THE NORTH PERIMETER
 AA8053'FENCE, 9.2 M (30.2 FT) EAST OF THE ROCK LINE ALONG THE RIVER, 46.1 M
 AA8053'(151.2 FT) WEST OF THE WEST EDGE OF THE PAVED PARKING LOT, 30 M (98.4
 AA8053'FT) NORTH OF THE NORTH EDGE OF A CHANNEL, 41.2 M (135.2 FT)
 AA8053'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAINTENANCE BUILDING,
 AA8053'AND 52.9 M (173.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AA8053'BOAT RAMP.
 AA8053'
 AA8053'DESCRIBED BY G.R. HEID.
 AA8053
 AA8053                          STATION RECOVERY (1994)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (1996)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (1997)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 AA8053'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHEAST OF BAY CITY,
 AA8053'MI., ABOUT 2.0 KM (1.25 MI) NORTH OF ESSEXVILLE, MI., ON THE EAST SIDE
 AA8053'OF THE SAGINAW RIVER, AT THE U.S.  ARMY CORPS OF ENGINEERS SITE, IN
 AA8053'THE GRASS JUST WEST OF A RED AND WHITE DGPS TOWER BEHIND THE OFFICE
 AA8053'AND PARKING LOT, BETWEEN THE TOWER AND THE RIVERS EDGE.
 AA8053'OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS (DETROIT DESTRICT), 2445
 AA8053'WEADOCK ROAD, P.O.  BOX 428, ESSEXVILLE, MI.  48372.  (SOON TO BE
 AA8053'TAKEN OVER BY THE U.S.  COAST GUARD).  NOTE--CONTACT U.S.A.C.E.  DON
 AA8053'HENRY AT THE SITE (1-WEEK) IN ADVANCE TUESDAY THROUGH FRIDAY FOR
 AA8053'ACCESS.  (LOCKED GATE AT NIGHT)  NOTE--THIS STATION IS 1 OF THE
 AA8053'(INTERNATIONAL GREAT LAKES DATUM POINTS).  TO REACH THE STATION FROM
 AA8053'THE JUNCTION OF STATE HIGHWAYS 15 AND 25 (CENTER RD) ON THE EAST SIDE
 AA8053'OF BAY CITY, GO EAST, 2.46 KM (1.50 MI) ALONG HIGHWAY 25 TO THE
 AA8053'INTERSECTION OF (WEADOCK RD/PINE RD).  TURN LEFT, NORTH, 3.78 KM (2.35
 AA8053'MI) ALONG WEADOCK AND PINE ROAD TO THE CORPS OF ENGINEERS OFFICE AND
 AA8053'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, FOR ABOUT 0.08 KM (0.05
 AA8053'MI) PASSING OFFICE, THROUGH GATE, ACROSS PARKING LOT AND PAST THE RED
 AA8053'AND WHITE TOWER TO THE STATION, JUST EAST OF THE RIVERS EDGE.  STATION
 AA8053'IS 52.9 M (173.6 FT) NORTHWEST OF A CONCRETE BOAT RAMPS NORTHWEST
 AA8053'CORNER, 46.1 M (151.2 FT) WEST OF THE PARKING LOTS WEST EDGE, 41.2 M
 AA8053'(135.2 FT) WEST-SOUTHWEST OF THE MAINTENANCE BUILDINGS SOUTHWEST
 AA8053'CORNER, 30.0 M (98.4 FT) NORTH OF THE CHANNELS NORTH EDGE, 24.7 M
 AA8053'(81.0 FT) NORTH OF A 3 GUY WIRE ANCHOR BASE, 24.1 M (79.1 FT) SOUTH OF
 AA8053'THE NORTH PERIMETER FENCE, 17.2 M (56.4 FT) WEST OF A WOODEN FENCES
 AA8053'NORTH CORNER AROUND THE RED AND WHITE TOWER, 16.5 M (54.1 FT)
 AA8053'NORTHWEST OF A 2X2 AND 1/2-FOOT SQUARE ABANDONED CONCRETE PEDESTALS
 AA8053'NORTH CORNER ABOUT 1-FOOT HIGH, 16.2 M (53.1 FT) SOUTH-SOUTHWEST OF A
 AA8053'3 GUY WIRE ANCHOR BASE, 16.0 M (52.5 FT) WEST-NORTHWEST OF A WOODEN
 AA8053'FENCES SOUTHWEST CORNER AROUND THE RED AND WHITE TOWER, 8.9 M (29.2
 AA8053'FT) EAST-SOUTHEAST OF THE GRASS RIVER BANKS NORTH-NORTHWEST EDGE, 0.4
 AA8053'M (1.3 FT) EAST OF A WITNESS POST, AND THE STATION IS ABOUT 1.5 M (4.9
 AA8053'FT) ABOVE THE RIVER LEVEL AND RECESSED ABOUT 3-CM BELOW THE GROUND
 AA8053'SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE
 AA8053'TOP CENTER OF A STAINLESS STEEL ROD RECESSED ABOUT 0.1 M (0.3 FT)
 AA8053'BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 29.9 M, (98.1 FT) IN
 AA8053'A GREASE FILLED SLEEVE 1.2 M (3.9 FT) LONG.  ENCASED IN A 5-INCH PVC
 AA8053'PIPE WITH NGS LOGO CAP AND SURROUNDED BY CONCRETE.  ACCESS TO THE
 AA8053'DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 AA8053
 AA8053                          STATION RECOVERY (2001)
 AA8053
 AA8053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (WMR)
 AA8053'STATION WAS RECOVERED ON 04-03-2001, BY PRIVATE SURVEY FIRM, SPICER
 AA8053'GROUP, (M G) IN GOOD CONDITION.  STATION IS GOOD TO USE FOR G.P.S.
 AA8053'
 AA8053'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8053'
 AA8053
 AA8053                          STATION RECOVERY (2004)
 AA8053
 AA8053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA8053'RECOVERED IN GOOD CONDITION.
 AA8053
 AA8053                          STATION RECOVERY (2004)
 AA8053
 AA8053'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 AA8053'DESCRIPTION IS ADEQUATE
 AA8053
 AA8053                          STATION RECOVERY (2005)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AA8053'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF BAY CITY, 2
 AA8053'KM (1.25 MI) NORTH OF ESSEXVILLE, ON THE EAST SHORE OF THE SAGINAW
 AA8053'RIVER, IN THE BACK YARD OF THE US COAST GUARD PROPERTY AT 2445 WEADOCK
 AA8053'ROAD, ESSEXVILLE MI.
 AA8053'
 AA8053'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ON THE EAST
 AA8053'SIDE OF BAY CITY, GO EAST ON HIGHWAY 25 FOR 2.46 KM (1.50 MI) TO A
 AA8053'CROSSROAD.  TURN LEFT, NORTH ON PINE ROAD FOR 2.3 MI (3.7 KM) TO THE
 AA8053'US COAST GUARD PROPERTY ENTRANCE ON THE LEFT.
 AA8053'
 AA8053'THE MARK IS LOCATED ON HIGH GROUND, 62 FT (18.9 M) WEST OF AN
 AA8053'APPROXIMATELY 50 FT (15.2 M) TALL ANTENNA, 24.1 M (79.1 FT) SOUTH OF
 AA8053'THE NORTH PERIMETER FENCE, 9.2 M (30.2 FT) EAST OF THE ROCK LINE ALONG
 AA8053'THE RIVER, 41.2 M (135.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA8053'THE MAINTENANCE BUILDING, 52.9 M (173.6 FT) NORTHWEST OF THE NORTHWEST
 AA8053'CORNER OF A CONCRETE BOAT RAMP, AND 53 FT (16.2 M) SOUTH-SOUTHWEST OF
 AA8053'A GUY WIRE ANCHOR BASE.
 AA8053
 AA8053                          STATION RECOVERY (2006)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (2008)
 AA8053
 AA8053'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA8053'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING ADDITION, THE
 AA8053'STATION IS 2 FT (0.6 M) EAST OF ORANGE CARSONITE WITNESS POST.
 AA8053
 AA8053                          STATION RECOVERY (2010)
 AA8053
 AA8053'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (2015)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AA8053'RECOVERED AS DESCRIBED WITH NEW SITE CONTACT PHONE NUMBER, CALL IN
 AA8053'ADVANCE, 989-892-0556.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8054 ***********************************************************************
 AA8054  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8054  DESIGNATION -  ESSEX B
 AA8054  PID         -  AA8054
 AA8054  STATE/COUNTY-  MI/BAY
 AA8054  COUNTRY     -  US
 AA8054  USGS QUAD   -  BAY CITY NE (2017)
 AA8054
 AA8054                         *CURRENT SURVEY CONTROL
 AA8054  ______________________________________________________________________
 AA8054* NAD 83(2011) POSITION- 43 37 39.33663(N) 083 50 10.82125(W)   ADJUSTED
 AA8054* NAD 83(2011) ELLIP HT-   143.519 (meters)        (06/27/12)   ADJUSTED
 AA8054* NAD 83(2011) EPOCH   -  2010.00
 AA8054* NAVD 88 ORTHO HEIGHT -   178.130 (meters)      584.41  (feet) ADJUSTED
 AA8054  ______________________________________________________________________
 AA8054  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 AA8054  NAD 83(2011) X  -    496,497.679 (meters)                     COMP
 AA8054  NAD 83(2011) Y  - -4,597,495.137 (meters)                     COMP
 AA8054  NAD 83(2011) Z  -  4,378,332.905 (meters)                     COMP
 AA8054  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 AA8054  DYNAMIC HEIGHT  -        178.096 (meters)      584.30  (feet) COMP
 AA8054  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 AA8054
 AA8054  VERT ORDER      -  FIRST     CLASS II
 AA8054
 AA8054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8054  Standards:
 AA8054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8054  -------------------------------------------------------------------
 AA8054  NETWORK    0.17   0.67           0.08   0.06   0.34     -0.00112544
 AA8054  -------------------------------------------------------------------
 AA8054  Click here for local accuracies and other accuracy information.
 AA8054
 AA8054.This is a reference station for the SAGINAW 1
 AA8054.National Continuously Operating Reference Station (SAG1).
 AA8054
 AA8054.The horizontal coordinates were established by GPS observations
 AA8054.and adjusted by the National Geodetic Survey in June 2012.
 AA8054
 AA8054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8054.been affixed to the stable North American tectonic plate. See 
 AA8054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8054
 AA8054.The horizontal coordinates are valid at the epoch date displayed above
 AA8054.which is a decimal equivalence of Year/Month/Day.
 AA8054
 AA8054.The orthometric height was determined by differential leveling and
 AA8054.adjusted by the NATIONAL GEODETIC SURVEY
 AA8054.in June 2007.
 AA8054
 AA8054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8054.GEOID18 height accuracy estimate available here.
 AA8054
 AA8054.This Water Level Mark is designated as VM 13057
 AA8054.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8054
 AA8054.Click photographs - Photos may exist for this station.
 AA8054
 AA8054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8054
 AA8054.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8054
 AA8054.The ellipsoidal height was determined by GPS observations
 AA8054.and is referenced to NAD 83.
 AA8054
 AA8054.The dynamic height is computed by dividing the NAVD 88
 AA8054.geopotential number by the normal gravity value computed on the
 AA8054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8054.degrees latitude (g = 980.6199 gals.).
 AA8054
 AA8054.The modeled gravity was interpolated from observed gravity values.
 AA8054
 AA8054. The following values were computed from the NAD 83(2011) position.
 AA8054
 AA8054;                    North         East     Units Scale Factor Converg.
 AA8054;SPC MI S     -   236,472.082 4,042,800.021   MT  0.99999090   +0 21 39.3
 AA8054;SPC MI S     -   775,827.04 13,263,779.60   iFT  0.99999090   +0 21 39.3
 AA8054;UTM  17      - 4,834,421.290   271,176.884   MT  1.00024409   -1 57 28.2
 AA8054
 AA8054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8054!SPC MI S     -   0.99997750  x   0.99999090  =   0.99996840
 AA8054!UTM  17      -   0.99997750  x   1.00024409  =   1.00022158
 AA8054
 AA8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7117634421(NAD 83)
 AA8054
 AA8054|---------------------------------------------------------------------|
 AA8054| PID    Reference Object                     Distance      Geod. Az  |
 AA8054|                                                           dddmmss.s |
 AA8054| OJ0531 BAKER                               268.247 METERS 22937     |
 AA8054|---------------------------------------------------------------------|
 AA8054
 AA8054                          SUPERSEDED SURVEY CONTROL
 AA8054
 AA8054  NAD 83(2007)-  43 37 39.33668(N)    083 50 10.82258(W) AD(2002.00) 0
 AA8054  ELLIP H (02/10/07)  143.544  (m)                       GP(2002.00)    
 AA8054  ELLIP H (07/12/02)  143.546  (m)                       GP(       ) 3 2
 AA8054  NAD 83(1994)-  43 37 39.33687(N)    083 50 10.82241(W) AD(       ) A
 AA8054  ELLIP H (09/21/95)  143.552  (m)                       GP(       ) 2 1
 AA8054  NAVD 88 (03/25/97)  178.125  (m)          584.40   (f) SUPERSEDED  2 1
 AA8054  NAVD 88 (09/21/95)  178.2    (m)  GEOID93  model used  GPS OBS        
 AA8054
 AA8054.Superseded values are not recommended for survey control.
 AA8054
 AA8054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8054.See file dsdata.pdf to determine how the superseded data were derived.
 AA8054
 AA8054_MARKER: F = FLANGE-ENCASED ROD
 AA8054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8054_STAMPING: ESSEX B 1994
 AA8054_MARK LOGO: NGS
 AA8054_PROJECTION: FLUSH
 AA8054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8054+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2025
 AA8054_ROD/PIPE-DEPTH: 19.5 meters
 AA8054_SLEEVE-DEPTH  : 1.2 meters
 AA8054
 AA8054  HISTORY     - Date     Condition        Report By
 AA8054  HISTORY     - 1994     MONUMENTED       NGS
 AA8054  HISTORY     - 19941012 GOOD             NOS
 AA8054  HISTORY     - 19960512 GOOD             NGS
 AA8054  HISTORY     - 20060922 GOOD             NGS
 AA8054  HISTORY     - 20080415 GOOD             COLEM
 AA8054  HISTORY     - 20090825 GOOD             MIDT
 AA8054  HISTORY     - 20130404 GOOD             INDIV
 AA8054  HISTORY     - 20220818 GOOD             NGS
 AA8054  HISTORY     - 20220919 GOOD             CO-OPS
 AA8054  HISTORY     - 20250814 GOOD             DANDR
 AA8054
 AA8054                          STATION DESCRIPTION
 AA8054
 AA8054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8054'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF BAY CITY, 2 KM
 AA8054'(1.25 MI) NORTH OF ESSEXVILLE, ON THE EAST SHORE OF THE SAGINAW RIVER,
 AA8054'IN THE FRONT YARD OF THE U.S. COAST GUARD STATION SAGINAW RIVER, IN
 AA8054'LAWN ALONG THE ENTRANCE DRIVE.  OWNERSHIP--U.S. COAST GUARD, 2405
 AA8054'WEADOCK ROAD, ESSEXVILLE MI 48372.  1994 CONTACT IS CHIEF STEVE
 AA8054'BETTERS, PHONE 517-892-0556.
 AA8054'
 AA8054'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ON THE EAST
 AA8054'SIDE OF BAY CITY, GO EAST ON HIGHWAY 25 FOR 2.46 KM (1.50 MI) TO A
 AA8054'CROSSROAD.  TURN LEFT, NORTH, ON PINE ROAD FOR 1.97 KM (1.20 MI) TO A
 AA8054'CROSS STREET (ESSEX STREET) AT STOPLIGHT.  CONTINUE NORTH THROUGH TOWN
 AA8054'FOR 0.45 KM (0.25 MI) TO A CROSS STREET AT STOPLIGHT.  CONTINUE NORTH
 AA8054'ON WEADOCK ROAD FOR 1.31 KM (0.80 MI) TO A PAVED LANE LEFT LEADING TO
 AA8054'THE COAST GUARD STATION, AND MARK ON THE LEFT.
 AA8054'
 AA8054'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8054'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AA8054'IT IS 11.0 M (36.1 FT) WEST OF THE ROAD CENTER, 2.6 M (8.5 FT) SOUTH
 AA8054'OF THE SOUTH EDGE OF THE SOUTH CURB OF THE LANE, 9.0 M (29.5 FT)
 AA8054'NORTH-NORTHWEST OF A UTILITY POLE WITH LIGHT, 23.6 M (77.4 FT)
 AA8054'EAST-SOUTHEAST OF A UTILITY POLE WITH LIGHT AND TRANSFORMER, AND 22.9
 AA8054'M (75.1 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
 AA8054'
 AA8054'DESCRIBED BY G.R. HEID.
 AA8054
 AA8054                          STATION RECOVERY (1994)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (1996)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (2006)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (SFH)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (2008)
 AA8054
 AA8054'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (2009)
 AA8054
 AA8054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (2013)
 AA8054
 AA8054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLO)
 AA8054'RECOVERED IN GOOD CONDITION.
 AA8054
 AA8054                          STATION RECOVERY (2022)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AA8054'RECOVERED IN GOOD CONDITION.
 AA8054
 AA8054                          STATION RECOVERY (2022)
 AA8054
 AA8054'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 AA8054'RECOVERED IN GOOD CONDITION.
 AA8054
 AA8054                          STATION RECOVERY (2025)
 AA8054
 AA8054'RECOVERY NOTE BY D & R EARTHMOVING LLC 2025 (BAD)
 AA8054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1638 ***********************************************************************
 NF1638  CBN         -  This is a Cooperative Base Network Control Station.
 NF1638  DESIGNATION -  ET 3 JDS
 NF1638  PID         -  NF1638
 NF1638  STATE/COUNTY-  MI/VAN BUREN
 NF1638  COUNTRY     -  US
 NF1638  USGS QUAD   -  GOBLES EAST (2017)
 NF1638
 NF1638                         *CURRENT SURVEY CONTROL
 NF1638  ______________________________________________________________________
 NF1638* NAD 83(2011) POSITION- 42 22 27.90702(N) 085 47 11.46029(W)   ADJUSTED
 NF1638* NAD 83(2011) ELLIP HT-   233.590 (meters)        (06/27/12)   ADJUSTED
 NF1638* NAD 83(2011) EPOCH   -  2010.00
 NF1638* NAVD 88 ORTHO HEIGHT -   266.6   (meters)      875.    (feet) GPS OBS
 NF1638  ______________________________________________________________________
 NF1638  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NF1638  GEOID HEIGHT    -        -32.810 (meters)                     GEOID93
 NF1638  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 NF1638  NAD 83(2011) X  -    346,736.357 (meters)                     COMP
 NF1638  NAD 83(2011) Y  - -4,706,486.996 (meters)                     COMP
 NF1638  NAD 83(2011) Z  -  4,276,576.969 (meters)                     COMP
 NF1638  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 NF1638
 NF1638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1638  Standards:
 NF1638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1638  -------------------------------------------------------------------
 NF1638  NETWORK    1.18   3.27           0.56   0.36   1.67     -0.01756949
 NF1638  -------------------------------------------------------------------
 NF1638  Click here for local accuracies and other accuracy information.
 NF1638
 NF1638.The horizontal coordinates were established by GPS observations
 NF1638.and adjusted by the National Geodetic Survey in June 2012.
 NF1638
 NF1638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1638.been affixed to the stable North American tectonic plate. See 
 NF1638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1638
 NF1638.The horizontal coordinates are valid at the epoch date displayed above
 NF1638.which is a decimal equivalence of Year/Month/Day.
 NF1638
 NF1638.The orthometric height was determined by GPS observations and a
 NF1638.high-resolution geoid model.
 NF1638
 NF1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1638.GEOID18 height accuracy estimate available here.
 NF1638
 NF1638.Click photographs - Photos may exist for this station.
 NF1638
 NF1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1638
 NF1638.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1638
 NF1638.The ellipsoidal height was determined by GPS observations
 NF1638.and is referenced to NAD 83.
 NF1638
 NF1638. The following values were computed from the NAD 83(2011) position.
 NF1638
 NF1638;                    North         East     Units Scale Factor Converg.
 NF1638;SPC MI S     -    98,114.543 3,883,068.280   MT  0.99994633   -0 57 58.5
 NF1638;SPC MI S     -   321,898.11 12,739,725.33   iFT  0.99994633   -0 57 58.5
 NF1638;UTM  16      - 4,692,061.962   599,907.206   MT  0.99972281   +0 49 04.5
 NF1638
 NF1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1638!SPC MI S     -   0.99996337  x   0.99994633  =   0.99990970
 NF1638!UTM  16      -   0.99996337  x   0.99972281  =   0.99968619
 NF1638
 NF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9990792061(NAD 83)
 NF1638
 NF1638                          SUPERSEDED SURVEY CONTROL
 NF1638
 NF1638  NAD 83(2007)-  42 22 27.90720(N)    085 47 11.46135(W) AD(2002.00) 0
 NF1638  ELLIP H (02/10/07)  233.603  (m)                       GP(2002.00)    
 NF1638  ELLIP H (07/12/02)  233.624  (m)                       GP(       ) 4 2
 NF1638  NAD 83(1994)-  42 22 27.90689(N)    085 47 11.46141(W) AD(       ) B
 NF1638  ELLIP H (09/20/95)  233.640  (m)                       GP(       ) 1 2
 NF1638  NAD 83(1986)-  42 22 27.90954(N)    085 47 11.47801(W) AD(       ) 2
 NF1638  NAD 27      -  42 22 27.78327(N)    085 47 11.40872(W) AD(       ) 2
 NF1638  NGVD 29 (07/19/86)  268.3    (m)          880.     (f) VERT ANG       
 NF1638
 NF1638.Superseded values are not recommended for survey control.
 NF1638
 NF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1638.See file dsdata.pdf to determine how the superseded data were derived.
 NF1638
 NF1638_MARKER: DD = SURVEY DISK
 NF1638_SETTING: 80 = SET IN A BOULDER
 NF1638_STAMPING: ET 3 JDS 1966
 NF1638_MARK LOGO: USGS
 NF1638_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1638+STABILITY: SURFACE MOTION
 NF1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1638+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 NF1638
 NF1638  HISTORY     - Date     Condition        Report By
 NF1638  HISTORY     - 1966     MONUMENTED       USGS
 NF1638  HISTORY     - 1966     GOOD             USGS
 NF1638  HISTORY     - 1989     GOOD             USPSQD
 NF1638  HISTORY     - 19921219 GOOD             LOCENG
 NF1638  HISTORY     - 19930619 GOOD             LOCSUR
 NF1638  HISTORY     - 19940727 GOOD             NGS
 NF1638  HISTORY     - 20000816 GOOD             MI-159
 NF1638
 NF1638                          STATION DESCRIPTION
 NF1638
 NF1638'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JDS)
 NF1638'STATION LOCATED 1.0 MILE N AND 47.75 MILES E OF
 NF1638'GOBLES, IN THE NE
 NF1638'1/4 SEC. 23, T1S, R13W, ON A PROMINENT KNOLL, 71 FEET
 NF1638'S OF A FENCE, IN A DRILL HOLE OF A 2
 NF1638'BY 2 ROCK.  MARK IS STANDARD TABLET
 NF1638'STAMPED ET 3 JDS 1966.
 NF1638
 NF1638                          STATION RECOVERY (1966)
 NF1638
 NF1638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF1638'RECOVERED IN GOOD CONDITION.
 NF1638
 NF1638                          STATION RECOVERY (1989)
 NF1638
 NF1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1638'RECOVERED IN GOOD CONDITION.
 NF1638
 NF1638                          STATION RECOVERY (1992)
 NF1638
 NF1638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1638'RECOVERED IN GOOD CONDITION.  ADD-- 300 FEET (91.4 M) SOUTH OF
 NF1638'HIGHWAY NO. 388, 200 FEET (61.0 M) SOUTH-SOUTHEAST OF HOUSE NO.
 NF1638'24293, ON SOUTH SIDE OF HIGHWAY 388 AND 17 FEET (5.2 M) SOUTH OF AN
 NF1638'EAST-WEST FENCE.
 NF1638
 NF1638                          STATION RECOVERY (1993)
 NF1638
 NF1638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1638'A NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 2.3 MI (3.7 KM)
 NF1638'EASTERLY ALONG COUNTY ROAD 388 FROM POST OFFICE IN KENDALL TO A
 NF1638'DRIVEWAY LEADING TO THE HOUSE OF GLEN KEELEY JR.  TURN RIGHT AND GO
 NF1638'SOUTH UP DRIVEWAY FROM WHERE DRIVEWAY TURNS WEST TO HOUSE.  MARK IS
 NF1638'300 FT (91.4 M) +- SOUTH ON CREST OF HILL, 24 FT (7.3 M) +- SOUTH OF
 NF1638'PASTURE FENCE LINE THAT HAS A SIGN POST IN IT.  GLEN KEELY, JR. HOUSE
 NF1638'- N.  25 DEG., W.  - 200.00 FT (60.96 M) +-.  BENCH MARK J 323 1984 IS
 NF1638'N.  45 DEG., W.  - 500.00 FT (152.40 M) +-.  TO REACH FROM COUNTY ROAD
 NF1638'388 WITH A TRUCK, THERE IS A GATE 300.00 FT (91.44 M) +- WEST OF ABOVE
 NF1638'HOUSE, THE GATE IS LOCKED, GLEN KEELEY ON NORTH SIDE OF ROAD WILL
 NF1638'UNLOCK THIS GATE.  THE STATION IS A STANDARD BRONZE CAP IN POINT OF
 NF1638'LARGE ROCK.
 NF1638
 NF1638                          STATION RECOVERY (1994)
 NF1638
 NF1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1638'NOTE--KEY IS NEEDED TO UNLOCK GATE AND DRIVE UP HILL TO STATION.  THE
 NF1638'STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHWEST OF KALAMAZOO, 8 KM
 NF1638'(4.95 MI) EAST OF GOBLES, IN SECTION 23, T 1 S, R 13 W, ON THE TOP OF
 NF1638'A KNOLL.  OWNERSHIP--ROCKIE KEELEY, 24668 COUNTY ROAD 388, GOBLES MI
 NF1638'49055, PHONE 616-628-2967, GLEN KEELEY SR., PHONE 628-2680.  TO REACH
 NF1638'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 131 AND D AVENUE (EXIT
 NF1638'44) WHICH IS ABOUT 16 KM (9.95 MI) NORTHWEST OF KALAMAZOO, GO WEST FOR
 NF1638'4.3 KM (2.65 MI) ON D AVENUE TO A CROSSROAD, 6TH STREET. CONTINUE WEST
 NF1638'FOR 6.0 KM (3.70 MI) ON D AVENUE (TURNS INTO COUNTY ROAD 388 ONCE YOU
 NF1638'REACH THE VAN BUREN COUNTY LINE) TO THE JUNCTION OF 23.50 STREET.
 NF1638'CONTINUE WEST FOR 0.7 KM (0.45 MI) TO A LOCKED GATE ON LEFT, ABOUT 0.1
 NF1638'KM (0.05 MI) EAST OF MR.  GLEN KEELEYS WHITE TWO-STORY HOUSE.  TURN
 NF1638'LEFT, PASS THROUGH GATE AND GO 0.2 KM (0.10 MI) ON A TRACK ROAD TO A
 NF1638'KNOLL ON LEFT.  TURN LEFT AND GO UPHILL TO THE CREST OF KNOLL AND THE
 NF1638'STATION.  THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A 0.4 M
 NF1638'(1.3 FT) BY 0.5 M (1.6 FT) BY 0.5 M (1.6 FT) PARTIALLY EXPOSED BOULDER
 NF1638'PROJECTING 20 CM ABOVE GROUND. LOCATED 5.9 M (19.4 FT) SOUTH FROM AN
 NF1638'ORANGE FIBERGLASS WITNESS POST IN FENCE LINE, 15.8 M (51.8 FT)
 NF1638'WEST-SOUTHWEST FROM A FENCE POST AT FENCE LINE JUNCTION AND ABOUT 60 M
 NF1638'(196.8 FT) SOUTH-SOUTHEAST OF A HOUSE.
 NF1638
 NF1638                          STATION RECOVERY (2000)
 NF1638
 NF1638'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1638'OK FOR GPS - VAN BUREN COUNTY HARN MARK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0136 ***********************************************************************
 PK0136  DESIGNATION -  ET GORE
 PK0136  PID         -  PK0136
 PK0136  STATE/COUNTY-  MI/HURON
 PK0136  COUNTRY     -  US
 PK0136  USGS QUAD   -  HURON CITY (2017)
 PK0136
 PK0136                         *CURRENT SURVEY CONTROL
 PK0136  ______________________________________________________________________
 PK0136* NAD 83(1986) POSITION- 44 00 00.     (N) 082 46 48.     (W)   SCALED
 PK0136* NAVD 88 ORTHO HEIGHT -   192.625 (meters)      631.97  (feet) ADJUSTED
 PK0136  ______________________________________________________________________
 PK0136  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 PK0136  DYNAMIC HEIGHT  -        192.597 (meters)      631.88  (feet) COMP
 PK0136  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 PK0136
 PK0136  VERT ORDER      -  FIRST     CLASS 0
 PK0136
 PK0136.The horizontal coordinates were scaled from a map and have
 PK0136.an estimated accuracy of +/- 6 seconds.
 PK0136
 PK0136.The orthometric height was determined by differential leveling and
 PK0136.adjusted by the NATIONAL GEODETIC SURVEY
 PK0136.in June 1991.
 PK0136
 PK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0136.GEOID18 height accuracy estimate available here.
 PK0136
 PK0136.Click photographs - Photos may exist for this station.
 PK0136
 PK0136.The dynamic height is computed by dividing the NAVD 88
 PK0136.geopotential number by the normal gravity value computed on the
 PK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0136.degrees latitude (g = 980.6199 gals.).
 PK0136
 PK0136.The modeled gravity was interpolated from observed gravity values.
 PK0136
 PK0136;                    North         East    Units  Estimated Accuracy
 PK0136;SPC MI S     -   278,920.    4,127,270.      MT  (+/- 180 meters Scaled)
 PK0136
 PK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ572734(NAD 83)
 PK0136
 PK0136                          SUPERSEDED SURVEY CONTROL
 PK0136
 PK0136  NGVD 29 (??/??/92)  192.758  (m)          632.41   (f) ADJ UNCH    1 0
 PK0136
 PK0136.Superseded values are not recommended for survey control.
 PK0136
 PK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0136.See file dsdata.pdf to determine how the superseded data were derived.
 PK0136
 PK0136_MARKER: DD = SURVEY DISK
 PK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0136_STAMPING: GORE 1968
 PK0136_MARK LOGO: USGS
 PK0136_PROJECTION: FLUSH
 PK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0136+STABILITY: SURFACE MOTION
 PK0136
 PK0136  HISTORY     - Date     Condition        Report By
 PK0136  HISTORY     - 1968     MONUMENTED       USGS
 PK0136  HISTORY     - 1976     GOOD             NOS
 PK0136
 PK0136                          STATION DESCRIPTION
 PK0136
 PK0136'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0136'IN HURON.
 PK0136'0.6 MILE SOUTHEAST OF THE INTERSECTION OF AND MINDEN ROAD, SOUTH OF
 PK0136'THE INTERSECTION OF HIGHWAY U.S. 25 AND STODDARD ROAD, 49 FT. SOUTH
 PK0136'CENTERLINE OF STODDARD ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 PK0136'OF BRONZE DISK SET INTO A CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1495 ***********************************************************************
 RL1495  DESIGNATION -  EWEN
 RL1495  PID         -  RL1495
 RL1495  STATE/COUNTY-  MI/ONTONAGON
 RL1495  COUNTRY     -  US
 RL1495  USGS QUAD   -  EWEN (2017)
 RL1495
 RL1495                         *CURRENT SURVEY CONTROL
 RL1495  ______________________________________________________________________
 RL1495* NAD 83(1994) POSITION- 46 32 28.99547(N) 089 19 28.81780(W)   ADJUSTED
 RL1495* NAVD 88 ORTHO HEIGHT -   376.897 (meters)     1236.54  (feet) ADJUSTED
 RL1495  ______________________________________________________________________
 RL1495  GEOID HEIGHT    -        -31.691 (meters)                     GEOID18
 RL1495  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 RL1495  DYNAMIC HEIGHT  -        376.910 (meters)     1236.58  (feet) COMP
 RL1495  MODELED GRAVITY -    980,639.7   (mgal)                       NAVD 88
 RL1495
 RL1495  HORZ ORDER      -  THIRD
 RL1495  VERT ORDER      -  FIRST     CLASS II
 RL1495
 RL1495.The horizontal coordinates were established by classical geodetic methods
 RL1495.and adjusted by the National Geodetic Survey in February 1997.
 RL1495
 RL1495.The orthometric height was determined by differential leveling and
 RL1495.adjusted by the NATIONAL GEODETIC SURVEY
 RL1495.in June 1991.
 RL1495
 RL1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1495.GEOID18 height accuracy estimate available here.
 RL1495
 RL1495.Click photographs - Photos may exist for this station.
 RL1495
 RL1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1495
 RL1495.The dynamic height is computed by dividing the NAVD 88
 RL1495.geopotential number by the normal gravity value computed on the
 RL1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1495.degrees latitude (g = 980.6199 gals.).
 RL1495
 RL1495.The modeled gravity was interpolated from observed gravity values.
 RL1495
 RL1495. The following values were computed from the NAD 83(1994) position.
 RL1495
 RL1495;                    North         East     Units Scale Factor Converg.
 RL1495;SPC MI N     -   198,012.658 7,821,728.730   MT  0.99991281   -1 40 48.9
 RL1495;SPC MI N     -   649,647.83 25,661,839.67   iFT  0.99991281   -1 40 48.9
 RL1495;UTM  16      - 5,156,827.579   321,761.521   MT  0.99999051   -1 41 16.3
 RL1495
 RL1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1495!SPC MI N     -   0.99994589  x   0.99991281  =   0.99985870
 RL1495!UTM  16      -   0.99994589  x   0.99999051  =   0.99993640
 RL1495
 RL1495:                Primary Azimuth Mark                     Grid Az
 RL1495:SPC MI N     -  EWEN AZ MK                               004 12 52.1
 RL1495:UTM  16      -  EWEN AZ MK                               004 13 19.5
 RL1495
 RL1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2176156827(NAD 83)
 RL1495
 RL1495|---------------------------------------------------------------------|
 RL1495| PID    Reference Object                     Distance      Geod. Az  |
 RL1495|                                                           dddmmss.s |
 RL1495| AA5486 EWEN AZ MK                                         0023203.2 |
 RL1495| CJ2494 EWEN RM 1                            29.184 METERS 04253     |
 RL1495| CJ2495 EWEN RM 2                            22.596 METERS 11706     |
 RL1495|---------------------------------------------------------------------|
 RL1495
 RL1495                          SUPERSEDED SURVEY CONTROL
 RL1495
 RL1495  NAD 83(1986)-  46 32 28.99233(N)    089 19 28.81141(W) AD(       ) 3
 RL1495  NAD 27      -  46 32 29.18900(N)    089 19 28.28900(W) AD(       ) 3
 RL1495
 RL1495.Superseded values are not recommended for survey control.
 RL1495
 RL1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1495.See file dsdata.pdf to determine how the superseded data were derived.
 RL1495
 RL1495_MARKER: DS = TRIANGULATION STATION DISK
 RL1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1495_STAMPING: EWEN 1952
 RL1495_MARK LOGO: CGS
 RL1495_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1495+STABILITY: SURFACE MOTION
 RL1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1495+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 RL1495
 RL1495  HISTORY     - Date     Condition        Report By
 RL1495  HISTORY     - 1952     MONUMENTED       CGS
 RL1495  HISTORY     - 1985     GOOD             NGS
 RL1495  HISTORY     - 19930515 GOOD             MIDT
 RL1495  HISTORY     - 20010615 GOOD             USPSQD
 RL1495  HISTORY     - 20040812 GOOD             USPSQD
 RL1495
 RL1495                          STATION DESCRIPTION
 RL1495
 RL1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1495'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF MATCHWOOD,
 RL1495'2 MILES WEST-NORTHWEST OF EWEN, 100 YARDS NORTH OF STATE HIGHWAY
 RL1495'28 AND IN A GROUP OF 9 PINE TREES ON THE SUMMIT OF A LOW
 RL1495'EAST-WEST RIDGE.
 RL1495'
 RL1495'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 RL1495'STATE HIGHWAY 28 IN EWEN, GO WEST ON STATE HIGHWAY 28 FOR 2.15
 RL1495'MILES TO A CROSSROAD WITH A GROVE OF PINE TREES IN THE NORTHWEST
 RL1495'CORNER, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.05 MILE
 RL1495'TO A GATE ON THE LEFT AND THE STATION 90 FEET WEST OF THE CENTER
 RL1495'OF THE GRAVEL ROAD.
 RL1495'
 RL1495'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 RL1495'ON THE GRAVEL ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 RL1495'RIGHT.
 RL1495'
 RL1495'THE STATION MARK, STAMPED EWEN 1952, IS A STANDARD DISK SET
 RL1495'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 18
 RL1495'FEET WEST OF A 3-FOOT PINE TREE WHICH IS THE NORTHEASTERLY ONE
 RL1495'OF THE GROUP OF 9 AND 3 FEET NORTH OF A WITNESS POST.
 RL1495'
 RL1495'REFERENCE MARK NO. 1, STAMPED EWEN NO 1 1952, IS A STANDARD
 RL1495'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RL1495'IT IS 9 FEET NORTHEAST OF A PUMP, 2 FEET WEST OF A FENCELINE
 RL1495'AND 1-1/2 FEET LOWER THAN THE STATION.
 RL1495'
 RL1495'REFERENCE MARK NO. 2, STAMPED EWEN NO 2 1952, IS A STANDARD
 RL1495'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RL1495'IT IS 3 FEET NORTHWEST OF THE NORTH GATE POST AND 2 FEET WEST
 RL1495'OF THE FENCELINE.
 RL1495'
 RL1495'THE AZIMUTH MARK, STAMPED EWEN 1952, IS A STANDARD DISK SET
 RL1495'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 0.1
 RL1495'MILE NORTHEAST OF A SET OF FARM BUILDINGS, 170 FEET NORTH OF
 RL1495'A PRIVATE DRIVEWAY, 20 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 RL1495'5 FEET WEST OF A FENCELINE AND 3 FEET NORTH OF A WITNESS POST.
 RL1495'
 RL1495'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 RL1495
 RL1495                          STATION RECOVERY (1985)
 RL1495
 RL1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1495'18.5 KM (11.5 MI) WEST FROM BRUCE CROSSING.
 RL1495'11.5 KM (7.15 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1495'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 90.1 M (295.6 FT) NORTHEAST OF
 RL1495'THE CENTERLINE OF THE HIGHWAY, 27.5 M (90.2 FT) WEST OF THE CENTER OF
 RL1495'NORTH FAIR OAKS ROAD, AND 22.6 M (74.1 FT) NORTHWEST OF REFERENCE MARK
 RL1495'NO 2.
 RL1495'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RL1495
 RL1495                          STATION RECOVERY (1993)
 RL1495
 RL1495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (BRT)
 RL1495'ABOUT 4 MILES (6.4 KM) EAST-SOUTHEAST OF MATCHWOOD, 2 MILES (3.2 KM)
 RL1495'WEST-NORTHWEST OF EWEN, 100 YARDS NORTH OF STATE HIGHWAY M-28 AND IN A
 RL1495'GROUP OF 9 PINE TREES ON THE SUMMIT OF A LOW EAST-WEST RIDGE.  TO
 RL1495'REACH FROM THE JUNCTION OF THE MAIN STREET (CEDAR STREET) AND STATE
 RL1495'HIGHWAY M-28 IN EWEN, GO WEST ON STATE HIGHWAY M-28 FOR 2.15 MI (3.46
 RL1495'KM) TO A CROSSROAD (NORTH FAIR OAKS ROAD) WITH A GROVE OF PINE TREES
 RL1495'IN THE NORTHWEST CORNER.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD
 RL1495'FOR 0.05 MILE (0.08 KM) TO TOP OF EAST-WEST RIDGE.  STATION IS ON LEFT
 RL1495'90 FT (27.4 M) WEST OF THE CENTERLINE OF GRAVEL ROAD.  STATION IS A
 RL1495'STANDARD BRASS DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES
 RL1495'ABOVE THE GROUND.  IT IS SOUTH 85 DEGREES, WEST 21 FT (6.4 M) FROM A
 RL1495'28-INCH DIAMETER PINE TREE, BEING THE MOST NORTHEASTERLY LARGE PINE
 RL1495'TREE, SOUTH 65 DEGREES, EAST 24 FEET (7.3 M) FROM A 26-INCH PINE TREE,
 RL1495'AND 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST. NORTHWEST 74.14
 RL1495'FT (22.60 M) FROM REFERENCE MARK NO 2, SOUTHWEST 95.75 FT (29.18 M)
 RL1495'FROM REFERENCE MARK NO. 1.
 RL1495
 RL1495                          STATION RECOVERY (2001)
 RL1495
 RL1495'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1495'RECOVERED IN GOOD CONDITION.
 RL1495
 RL1495                          STATION RECOVERY (2004)
 RL1495
 RL1495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0080 ***********************************************************************
 NF0080  DESIGNATION -  F
 NF0080  PID         -  NF0080
 NF0080  STATE/COUNTY-  MI/INGHAM
 NF0080  COUNTRY     -  US
 NF0080  USGS QUAD   -  EAST LANSING (2017)
 NF0080
 NF0080                         *CURRENT SURVEY CONTROL
 NF0080  ______________________________________________________________________
 NF0080* NAD 83(1986) POSITION- 42 42 16.     (N) 084 29 56.     (W)   SCALED
 NF0080* NAVD 88 ORTHO HEIGHT -   262.52  (+/-2cm)      861.3   (feet) VERTCON3
 NF0080  ______________________________________________________________________
 NF0080  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 NF0080  VERT ORDER      -  ? (See Below)
 NF0080
 NF0080.The horizontal coordinates were scaled from a map and have
 NF0080.an estimated accuracy of +/- 6 seconds.
 NF0080
 NF0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0080
 NF0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0080.GEOID18 height accuracy estimate available here.
 NF0080
 NF0080.The vertical order pertains to the NGVD 29 superseded value.
 NF0080
 NF0080.Click photographs - Photos may exist for this station.
 NF0080
 NF0080;                    North         East    Units  Estimated Accuracy
 NF0080;SPC MI S     -   133,800.    3,989,170.      MT  (+/- 180 meters Scaled)
 NF0080
 NF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN048310(NAD 83)
 NF0080
 NF0080                          SUPERSEDED SURVEY CONTROL
 NF0080
 NF0080  NGVD 29 (??/??/92)  262.650  (m)          861.71   (f) ADJ UNCH       
 NF0080
 NF0080.Superseded values are not recommended for survey control.
 NF0080
 NF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0080.See file dsdata.pdf to determine how the superseded data were derived.
 NF0080
 NF0080_MARKER: DD = SURVEY DISK
 NF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0080_STAMPING: F
 NF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0080+STABILITY: SURFACE MOTION
 NF0080
 NF0080  HISTORY     - Date     Condition        Report By
 NF0080  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0080  HISTORY     - 1932     GOOD             MISCOL
 NF0080  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0080
 NF0080                          STATION DESCRIPTION
 NF0080
 NF0080'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0080'AT EAST LANSING.
 NF0080'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0080'FARM, 1/2 MILE SOUTH OF MOUNT HOPE ROAD, ON AN EAST-AND-WEST
 NF0080'ROAD, AT THE TOWN LINE, 40 FEET EAST OF A POINT 19.5 FEET NORTH
 NF0080'OF A QUARTER SECTION CORNER, AND 40 FEET EAST OF A POINT 3 FEET
 NF0080'SOUTH OF A FENCE CORNER.  A MICHIGAN STATE COLLEGE STANDARD
 NF0080'DISK, STAMPED F AND SET IN THE TOP OF A CONCRETE POST.
 NF0080
 NF0080                          STATION RECOVERY (1978)
 NF0080
 NF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0114 ***********************************************************************
 OJ0114  DESIGNATION -  F 100
 OJ0114  PID         -  OJ0114
 OJ0114  STATE/COUNTY-  MI/SANILAC
 OJ0114  COUNTRY     -  US
 OJ0114  USGS QUAD   -  BROWN CITY (2017)
 OJ0114
 OJ0114                         *CURRENT SURVEY CONTROL
 OJ0114  ______________________________________________________________________
 OJ0114* NAD 83(1986) POSITION- 43 11 05.92   (N) 082 55 24.42   (W)   HD_HELD1
 OJ0114* NAVD 88 ORTHO HEIGHT -   244.052 (meters)      800.69  (feet) ADJUSTED
 OJ0114  ______________________________________________________________________
 OJ0114  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 OJ0114  DYNAMIC HEIGHT  -        243.995 (meters)      800.51  (feet) COMP
 OJ0114  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 OJ0114
 OJ0114  VERT ORDER      -  SECOND    CLASS 0
 OJ0114
 OJ0114.The horizontal coordinates were determined by differentially corrected
 OJ0114.hand held GPS observations or other comparable positioning techniques
 OJ0114.and have an estimated accuracy of +/- 3 meters.
 OJ0114
 OJ0114.The orthometric height was determined by differential leveling and
 OJ0114.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0114.in June 1991.
 OJ0114
 OJ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0114.GEOID18 height accuracy estimate available here.
 OJ0114
 OJ0114.Click photographs - Photos may exist for this station.
 OJ0114
 OJ0114.The dynamic height is computed by dividing the NAVD 88
 OJ0114.geopotential number by the normal gravity value computed on the
 OJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0114.degrees latitude (g = 980.6199 gals.).
 OJ0114
 OJ0114.The modeled gravity was interpolated from observed gravity values.
 OJ0114
 OJ0114;                    North         East    Units  Estimated Accuracy
 OJ0114;SPC MI S     -   188,170.3   4,117,312.6     MT  (+/- 3 meters HH1 GPS) 
 OJ0114
 OJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4369183152(NAD 83)
 OJ0114
 OJ0114                          SUPERSEDED SURVEY CONTROL
 OJ0114
 OJ0114  NGVD 29 (??/??/92)  244.176  (m)          801.10   (f) ADJ UNCH    2 0
 OJ0114
 OJ0114.Superseded values are not recommended for survey control.
 OJ0114
 OJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0114.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0114
 OJ0114_MARKER: DB = BENCH MARK DISK
 OJ0114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0114_SP_SET: CULVERT HEADWALL
 OJ0114_STAMPING: F 100 1934
 OJ0114_MARK LOGO: CGS
 OJ0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0114+STABILITY: SURFACE MOTION
 OJ0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0114+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2024
 OJ0114
 OJ0114  HISTORY     - Date     Condition        Report By
 OJ0114  HISTORY     - 1934     MONUMENTED       CGS
 OJ0114  HISTORY     - 19940728 GOOD             USPSQD
 OJ0114  HISTORY     - 20241130 POOR             LOCSUR
 OJ0114
 OJ0114                          STATION DESCRIPTION
 OJ0114
 OJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0114'0.3 MI NW FROM VALLEY CENTER.
 OJ0114'0.3 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0114'STATION AT VALLEY CENTER, SANILAC COUNTY, AT THE CROSSING OF
 OJ0114'STATE HIGHWAY 90, AT A CONCRETE HIGHWAY CULVERT, IN THE TOP
 OJ0114'OF THE NORTHEAST END, 26 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OJ0114'23 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHWEST
 OJ0114'OF POLE 609, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0114'F 100 1934.
 OJ0114
 OJ0114                          STATION RECOVERY (1994)
 OJ0114
 OJ0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0114'RECOVERED IN GOOD CONDITION.
 OJ0114
 OJ0114                          STATION RECOVERY (2024)
 OJ0114
 OJ0114'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (CRK)
 OJ0114'MARK FOUND AS DESCRIBED.  HOWEVER HEADWALL HAS EROSION BEHIND WALL AND
 OJ0114'IS NOW LEANING NORTH A MINOR AMOUNT.  MICHIGAN STATE PLANE COORDINATE
 OJ0114'(SOUTH ZONE 2113) N:617356.38 E: 13508243.27 ELEVATION: 800.72 NAVD88.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0055 ***********************************************************************
 OK0055  DESIGNATION -  F 103
 OK0055  PID         -  OK0055
 OK0055  STATE/COUNTY-  MI/GRATIOT
 OK0055  COUNTRY     -  US
 OK0055  USGS QUAD   -  ASHLEY (2017)
 OK0055
 OK0055                         *CURRENT SURVEY CONTROL
 OK0055  ______________________________________________________________________
 OK0055* NAD 83(1986) POSITION- 43 11 14.     (N) 084 28 31.     (W)   SCALED
 OK0055* NAVD 88 ORTHO HEIGHT -   204.415 (meters)      670.65  (feet) ADJUSTED
 OK0055  ______________________________________________________________________
 OK0055  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 OK0055  DYNAMIC HEIGHT  -        204.374 (meters)      670.52  (feet) COMP
 OK0055  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 OK0055
 OK0055  VERT ORDER      -  SECOND    CLASS 0
 OK0055
 OK0055.The horizontal coordinates were scaled from a map and have
 OK0055.an estimated accuracy of +/- 6 seconds.
 OK0055
 OK0055.The orthometric height was determined by differential leveling and
 OK0055.adjusted by the NATIONAL GEODETIC SURVEY
 OK0055.in June 1991.
 OK0055
 OK0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0055.GEOID18 height accuracy estimate available here.
 OK0055
 OK0055.Click photographs - Photos may exist for this station.
 OK0055
 OK0055.The dynamic height is computed by dividing the NAVD 88
 OK0055.geopotential number by the normal gravity value computed on the
 OK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0055.degrees latitude (g = 980.6199 gals.).
 OK0055
 OK0055.The modeled gravity was interpolated from observed gravity values.
 OK0055
 OK0055;                    North         East    Units  Estimated Accuracy
 OK0055;SPC MI S     -   187,420.    3,991,170.      MT  (+/- 180 meters Scaled)
 OK0055
 OK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051847(NAD 83)
 OK0055
 OK0055                          SUPERSEDED SURVEY CONTROL
 OK0055
 OK0055  NGVD 29 (??/??/92)  204.580  (m)          671.19   (f) ADJ UNCH    2 0
 OK0055
 OK0055.Superseded values are not recommended for survey control.
 OK0055
 OK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0055.See file dsdata.pdf to determine how the superseded data were derived.
 OK0055
 OK0055_MARKER: DB = BENCH MARK DISK
 OK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0055_STAMPING: F 103 1934
 OK0055_MARK LOGO: CGS
 OK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0055+STABILITY: SURFACE MOTION
 OK0055
 OK0055  HISTORY     - Date     Condition        Report By
 OK0055  HISTORY     - 1934     MONUMENTED       CGS
 OK0055  HISTORY     - 1942     GOOD             CGS
 OK0055  HISTORY     - 1964     GOOD             USGS
 OK0055  HISTORY     - 19920804 GOOD             USPSQD
 OK0055  HISTORY     - 20010620 POOR             USPSQD
 OK0055
 OK0055                          STATION DESCRIPTION
 OK0055
 OK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0055'AT ASHLEY.
 OK0055'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 85 YARDS
 OK0055'SOUTHEAST OF THE STATION, AT THE JUNCTION OF THE GRAND TRUNK
 OK0055'RAILWAY, 65 YARDS NORTH OF THE POST OFFICE, 4 YARDS NORTHWEST
 OK0055'OF THE NORTHWEST RAIL OF THE ANN ARBOR RAILROAD, AND LEVEL WITH
 OK0055'THE TOP OF RAIL.  A STANDARD DISK, STAMPED F 103 1934 AND SET IN
 OK0055'THE TOP OF A CONCRETE POST.
 OK0055
 OK0055                          STATION RECOVERY (1964)
 OK0055
 OK0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0055'RECOVERED IN GOOD CONDITION.
 OK0055
 OK0055                          STATION RECOVERY (1992)
 OK0055
 OK0055'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0055'RECOVERED IN GOOD CONDITION.
 OK0055
 OK0055                          STATION RECOVERY (2001)
 OK0055
 OK0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0055'STATION WAS FOUND LEANING 60 DEGREES TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0017 ***********************************************************************
 NF0017  DESIGNATION -  F 104
 NF0017  PID         -  NF0017
 NF0017  STATE/COUNTY-  MI/INGHAM
 NF0017  COUNTRY     -  US
 NF0017  USGS QUAD   -  DANSVILLE (2017)
 NF0017
 NF0017                         *CURRENT SURVEY CONTROL
 NF0017  ______________________________________________________________________
 NF0017* NAD 83(1986) POSITION- 42 36 04.     (N) 084 15 25.     (W)   SCALED
 NF0017* NAVD 88 ORTHO HEIGHT -   285.483 (meters)      936.62  (feet) ADJUSTED
 NF0017  ______________________________________________________________________
 NF0017  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 NF0017  DYNAMIC HEIGHT  -        285.402 (meters)      936.36  (feet) COMP
 NF0017  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 NF0017
 NF0017  VERT ORDER      -  SECOND    CLASS 0
 NF0017
 NF0017.The horizontal coordinates were scaled from a map and have
 NF0017.an estimated accuracy of +/- 6 seconds.
 NF0017
 NF0017.The orthometric height was determined by differential leveling and
 NF0017.adjusted by the NATIONAL GEODETIC SURVEY
 NF0017.in June 1991.
 NF0017
 NF0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0017.GEOID18 height accuracy estimate available here.
 NF0017
 NF0017.Click photographs - Photos may exist for this station.
 NF0017
 NF0017.The dynamic height is computed by dividing the NAVD 88
 NF0017.geopotential number by the normal gravity value computed on the
 NF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0017.degrees latitude (g = 980.6199 gals.).
 NF0017
 NF0017.The modeled gravity was interpolated from observed gravity values.
 NF0017
 NF0017;                    North         East    Units  Estimated Accuracy
 NF0017;SPC MI S     -   122,310.    4,009,000.      MT  (+/- 180 meters Scaled)
 NF0017
 NF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN250201(NAD 83)
 NF0017
 NF0017                          SUPERSEDED SURVEY CONTROL
 NF0017
 NF0017  NGVD 29 (??/??/92)  285.613  (m)          937.05   (f) ADJ UNCH    2 0
 NF0017
 NF0017.Superseded values are not recommended for survey control.
 NF0017
 NF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0017.See file dsdata.pdf to determine how the superseded data were derived.
 NF0017
 NF0017_MARKER: DB = BENCH MARK DISK
 NF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0017_STAMPING: F 104 1934
 NF0017_MARK LOGO: CGS
 NF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0017+STABILITY: SURFACE MOTION
 NF0017
 NF0017  HISTORY     - Date     Condition        Report By
 NF0017  HISTORY     - 1934     MONUMENTED       CGS
 NF0017  HISTORY     - 1977     POOR             NGS
 NF0017  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0017
 NF0017                          STATION DESCRIPTION
 NF0017
 NF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0017'12.6 MI E FROM MASON.
 NF0017'12.6 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0017'AT MASON, INGHAM COUNTY, 265 YARDS EAST OF A CROSSROAD, 30
 NF0017'YARDS WEST OF A DRIVEWAY LEADING TO THE JACOB DORN FARMHOUSE,
 NF0017'26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET NORTH
 NF0017'OF THE NORTHWEST CORNER OF THE WEST HEADWALL OF A CULVERT,
 NF0017'AND 3.2 FEET SOUTHWEST OF THE WEST END OF THE RIGHT-OF-WAY
 NF0017'FENCE.  A STANDARD DISK, STAMPED F 104 1934 AND SET IN THE
 NF0017'TOP OF A CONCRETE POST.
 NF0017
 NF0017                          STATION RECOVERY (1977)
 NF0017
 NF0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0017'12.5 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE AT
 NF0017'MASON, INGHAM COUNTY, 265 YARDS EAST OF A CROSSROAD, 30 YARDS WEST OF
 NF0017'A DRIVEWAY LEADING TO THE JACOB DORN FARMHOUSE, 26 FEET NORTH OF THE
 NF0017'CENTERLINE OF THE
 NF0017
 NF0017                          STATION RECOVERY (2003)
 NF0017
 NF0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0732 ***********************************************************************
 NE0732  DESIGNATION -  F 106
 NE0732  PID         -  NE0732
 NE0732  STATE/COUNTY-  MI/LIVINGSTON
 NE0732  COUNTRY     -  US
 NE0732  USGS QUAD   -  SOUTH LYON (2017)
 NE0732
 NE0732                         *CURRENT SURVEY CONTROL
 NE0732  ______________________________________________________________________
 NE0732* NAD 83(1986) POSITION- 42 27 06.     (N) 083 41 50.     (W)   SCALED
 NE0732* NAVD 88 ORTHO HEIGHT -   271.304 (meters)      890.10  (feet) ADJUSTED
 NE0732  ______________________________________________________________________
 NE0732  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 NE0732  DYNAMIC HEIGHT  -        271.226 (meters)      889.85  (feet) COMP
 NE0732  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 NE0732
 NE0732  VERT ORDER      -  SECOND    CLASS 0
 NE0732
 NE0732.The horizontal coordinates were scaled from a map and have
 NE0732.an estimated accuracy of +/- 6 seconds.
 NE0732
 NE0732.The orthometric height was determined by differential leveling and
 NE0732.adjusted by the NATIONAL GEODETIC SURVEY
 NE0732.in June 1991.
 NE0732
 NE0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0732.GEOID18 height accuracy estimate available here.
 NE0732
 NE0732.Click photographs - Photos may exist for this station.
 NE0732
 NE0732.The dynamic height is computed by dividing the NAVD 88
 NE0732.geopotential number by the normal gravity value computed on the
 NE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0732.degrees latitude (g = 980.6199 gals.).
 NE0732
 NE0732.The modeled gravity was interpolated from observed gravity values.
 NE0732
 NE0732;                    North         East    Units  Estimated Accuracy
 NE0732;SPC MI S     -   105,930.    4,055,070.      MT  (+/- 180 meters Scaled)
 NE0732
 NE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH782034(NAD 83)
 NE0732
 NE0732                          SUPERSEDED SURVEY CONTROL
 NE0732
 NE0732  NGVD 29 (??/??/92)  271.427  (m)          890.51   (f) ADJ UNCH    2 0
 NE0732
 NE0732.Superseded values are not recommended for survey control.
 NE0732
 NE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0732.See file dsdata.pdf to determine how the superseded data were derived.
 NE0732
 NE0732_MARKER: DB = BENCH MARK DISK
 NE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0732_STAMPING: F 106 1934
 NE0732_MARK LOGO: CGS
 NE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0732+STABILITY: SURFACE MOTION
 NE0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0732+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 NE0732
 NE0732  HISTORY     - Date     Condition        Report By
 NE0732  HISTORY     - 1934     MONUMENTED       CGS
 NE0732  HISTORY     - 1973     GOOD             LOCSUR
 NE0732  HISTORY     - 19990302 GOOD             USPSQD
 NE0732  HISTORY     - 20041222 GOOD             ADVGEO
 NE0732  HISTORY     - 20061220 GOOD             INDIV
 NE0732
 NE0732                          STATION DESCRIPTION
 NE0732
 NE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0732'3 MI W FROM SOUTH LYON.
 NE0732'IN LIVINGSTON COUNTY, 3.0 MILES WEST ALONG THE GRAND TRUNK
 NE0732'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0732'100 YARDS WEST OF THE WEST END OF THE POST OFFICE AT RUSHTON,
 NE0732'LIVINGSTON COUNTY, 0.1 MILE EAST OF MILEPOST 62, 130 YARDS
 NE0732'WEST OF THE WEST ABUTMENT OF BRIDGE 61.71, 10 FEET SOUTH OF THE
 NE0732'SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NE0732'A STANDARD DISK, STAMPED F 106 1934 AND SET IN THE TOP OF A
 NE0732'CONCRETE POST.
 NE0732
 NE0732                          STATION RECOVERY (1973)
 NE0732
 NE0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0732'RECOVERED IN GOOD CONDITION.
 NE0732
 NE0732                          STATION RECOVERY (1999)
 NE0732
 NE0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0732'RECOVERED IN GOOD CONDITION.
 NE0732
 NE0732                          STATION RECOVERY (2004)
 NE0732
 NE0732'RECOVERY NOTE BY ADVANCED GEOMATICS 2004
 NE0732'STATION FOUND IN SW CORNER OF GREENOCK MILLS, 10470 RUSHTON RD.  RAILS
 NE0732'HAVE BEEN REMOVED.  APPROX. 3 FEET NE OF OLD WOOD POST AND 250 FEET W
 NE0732'OF RUSHTON ROAD.
 NE0732
 NE0732                          STATION RECOVERY (2006)
 NE0732
 NE0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0400 ***********************************************************************
 NE0400  DESIGNATION -  F 107
 NE0400  PID         -  NE0400
 NE0400  STATE/COUNTY-  MI/MACOMB
 NE0400  COUNTRY     -  US
 NE0400  USGS QUAD   -  UTICA (2017)
 NE0400
 NE0400                         *CURRENT SURVEY CONTROL
 NE0400  ______________________________________________________________________
 NE0400* NAD 83(1986) POSITION- 42 41 51.     (N) 083 04 09.     (W)   SCALED
 NE0400* NAVD 88 ORTHO HEIGHT -   226.413 (meters)      742.82  (feet) ADJUSTED
 NE0400  ______________________________________________________________________
 NE0400  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 NE0400  DYNAMIC HEIGHT  -        226.346 (meters)      742.60  (feet) COMP
 NE0400  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 NE0400
 NE0400  VERT ORDER      -  SECOND    CLASS 0
 NE0400
 NE0400.The horizontal coordinates were scaled from a map and have
 NE0400.an estimated accuracy of +/- 6 seconds.
 NE0400
 NE0400.The orthometric height was determined by differential leveling and
 NE0400.adjusted by the NATIONAL GEODETIC SURVEY
 NE0400.in June 1991.
 NE0400
 NE0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0400.GEOID18 height accuracy estimate available here.
 NE0400
 NE0400.Click photographs - Photos may exist for this station.
 NE0400
 NE0400.The dynamic height is computed by dividing the NAVD 88
 NE0400.geopotential number by the normal gravity value computed on the
 NE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0400.degrees latitude (g = 980.6199 gals.).
 NE0400
 NE0400.The modeled gravity was interpolated from observed gravity values.
 NE0400
 NE0400;                    North         East    Units  Estimated Accuracy
 NE0400;SPC MI S     -   133,830.    4,106,300.      MT  (+/- 180 meters Scaled)
 NE0400
 NE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH305292(NAD 83)
 NE0400
 NE0400                          SUPERSEDED SURVEY CONTROL
 NE0400
 NE0400  NGVD 29 (??/??/92)  226.553  (m)          743.28   (f) ADJ UNCH    2 0
 NE0400
 NE0400.Superseded values are not recommended for survey control.
 NE0400
 NE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0400.See file dsdata.pdf to determine how the superseded data were derived.
 NE0400
 NE0400_MARKER: DB = BENCH MARK DISK
 NE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0400_STAMPING: F 107 1934
 NE0400_MARK LOGO: CGS
 NE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0400+STABILITY: SURFACE MOTION
 NE0400
 NE0400  HISTORY     - Date     Condition        Report By
 NE0400  HISTORY     - 1934     MONUMENTED       CGS
 NE0400  HISTORY     - 1940     GOOD             CGS
 NE0400  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0400
 NE0400                          STATION DESCRIPTION
 NE0400
 NE0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0400'2.2 MI SW FROM WASHINGTON.
 NE0400'2.2 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0400'THE STATION AT WASHINGTON, MACOMB COUNTY, AT THE CROSSING OF
 NE0400'STATE HIGHWAY 436, 43 FEET SOUTH OF THE CROSSING OF THE CENTERLINE
 NE0400'OF THE HIGHWAY AND THE EAST RAIL, 42.5 FEET SOUTHWEST OF A
 NE0400'POWER-TRANSMISSION LINE POLE, 13.8 FEET EAST OF THE EAST RAIL,
 NE0400'3 FEET NORTH OF A FENCE, AND ABOUT 6 INCHES LOWER THAN THE TOP
 NE0400'OF THE RAIL.  A STANDARD DISK, STAMPED F 107 1934 AND SET IN THE
 NE0400'TOP OF A CONCRETE POST.
 NE0400
 NE0400                          STATION RECOVERY (1999)
 NE0400
 NE0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0662 ***********************************************************************
 NE0662  DESIGNATION -  F 108
 NE0662  PID         -  NE0662
 NE0662  STATE/COUNTY-  MI/WASHTENAW
 NE0662  COUNTRY     -  US
 NE0662  USGS QUAD   -  YPSILANTI WEST (2017)
 NE0662
 NE0662                         *CURRENT SURVEY CONTROL
 NE0662  ______________________________________________________________________
 NE0662* NAD 83(1986) POSITION- 42 09 36.     (N) 083 42 36.     (W)   SCALED
 NE0662* NAVD 88 ORTHO HEIGHT -   252.874 (meters)      829.64  (feet) ADJUSTED
 NE0662  ______________________________________________________________________
 NE0662  GEOID HEIGHT    -        -34.444 (meters)                     GEOID18
 NE0662  DYNAMIC HEIGHT  -        252.790 (meters)      829.36  (feet) COMP
 NE0662  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 NE0662
 NE0662  VERT ORDER      -  SECOND    CLASS 0
 NE0662
 NE0662.The horizontal coordinates were scaled from a map and have
 NE0662.an estimated accuracy of +/- 6 seconds.
 NE0662
 NE0662.The orthometric height was determined by differential leveling and
 NE0662.adjusted by the NATIONAL GEODETIC SURVEY
 NE0662.in June 1991.
 NE0662
 NE0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0662.GEOID18 height accuracy estimate available here.
 NE0662
 NE0662.Click photographs - Photos may exist for this station.
 NE0662
 NE0662.The dynamic height is computed by dividing the NAVD 88
 NE0662.geopotential number by the normal gravity value computed on the
 NE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0662.degrees latitude (g = 980.6199 gals.).
 NE0662
 NE0662.The modeled gravity was interpolated from observed gravity values.
 NE0662
 NE0662;                    North         East    Units  Estimated Accuracy
 NE0662;SPC MI S     -    73,520.    4,054,270.      MT  (+/- 180 meters Scaled)
 NE0662
 NE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG761710(NAD 83)
 NE0662
 NE0662                          SUPERSEDED SURVEY CONTROL
 NE0662
 NE0662  NGVD 29 (??/??/92)  252.994  (m)          830.03   (f) ADJ UNCH    2 0
 NE0662
 NE0662.Superseded values are not recommended for survey control.
 NE0662
 NE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0662.See file dsdata.pdf to determine how the superseded data were derived.
 NE0662
 NE0662_MARKER: DB = BENCH MARK DISK
 NE0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0662_STAMPING: F 108 1934
 NE0662_MARK LOGO: CGS
 NE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0662+STABILITY: SURFACE MOTION
 NE0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0662+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 NE0662
 NE0662  HISTORY     - Date     Condition        Report By
 NE0662  HISTORY     - 1934     MONUMENTED       CGS
 NE0662  HISTORY     - 1941     GOOD             CGS
 NE0662  HISTORY     - 20050521 GOOD             USPSQD
 NE0662  HISTORY     - 20060524 GOOD             MANNIK
 NE0662
 NE0662                          STATION DESCRIPTION
 NE0662
 NE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0662'AT URANIA.
 NE0662'AT URANIA, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 175
 NE0662'YARDS NORTHWEST OF THE NORTHWEST SIDE OF AN ABANDONED GRAIN
 NE0662'ELEVATOR, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.8 FEET
 NE0662'NORTHWEST OF A WIRE FENCE, AND ABOUT LEVEL WITH THE TOP OF THE
 NE0662'RAIL.  A STANDARD DISK, STAMPED F 108 1934 AND SET IN THE TOP OF
 NE0662'A CONCRETE POST.
 NE0662
 NE0662                          STATION RECOVERY (2005)
 NE0662
 NE0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0662'RECOVERED IN GOOD CONDITION.
 NE0662
 NE0662                          STATION RECOVERY (2006)
 NE0662
 NE0662'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0662'MONUMENT NOT SUITABLE FOR GPS OBSERVATION DUE TO VEGETATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0151 ***********************************************************************
 NF0151  DESIGNATION -  F 109
 NF0151  PID         -  NF0151
 NF0151  STATE/COUNTY-  MI/JACKSON
 NF0151  COUNTRY     -  US
 NF0151  USGS QUAD   -  MICHIGAN CENTER (2017)
 NF0151
 NF0151                         *CURRENT SURVEY CONTROL
 NF0151  ______________________________________________________________________
 NF0151* NAD 83(1986) POSITION- 42 09 37.     (N) 084 21 10.     (W)   SCALED
 NF0151* NAVD 88 ORTHO HEIGHT -   298.344 (meters)      978.82  (feet) ADJUSTED
 NF0151  ______________________________________________________________________
 NF0151  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 NF0151  DYNAMIC HEIGHT  -        298.233 (meters)      978.45  (feet) COMP
 NF0151  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 NF0151
 NF0151  VERT ORDER      -  SECOND    CLASS 0
 NF0151
 NF0151.The horizontal coordinates were scaled from a map and have
 NF0151.an estimated accuracy of +/- 6 seconds.
 NF0151
 NF0151.The orthometric height was determined by differential leveling and
 NF0151.adjusted by the NATIONAL GEODETIC SURVEY
 NF0151.in June 1991.
 NF0151
 NF0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0151.GEOID18 height accuracy estimate available here.
 NF0151
 NF0151.Click photographs - Photos may exist for this station.
 NF0151
 NF0151.The dynamic height is computed by dividing the NAVD 88
 NF0151.geopotential number by the normal gravity value computed on the
 NF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0151.degrees latitude (g = 980.6199 gals.).
 NF0151
 NF0151.The modeled gravity was interpolated from observed gravity values.
 NF0151
 NF0151;                    North         East    Units  Estimated Accuracy
 NF0151;SPC MI S     -    73,340.    4,001,150.      MT  (+/- 180 meters Scaled)
 NF0151
 NF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM186709(NAD 83)
 NF0151
 NF0151                          SUPERSEDED SURVEY CONTROL
 NF0151
 NF0151  NGVD 29 (??/??/92)  298.461  (m)          979.20   (f) ADJ UNCH    2 0
 NF0151
 NF0151.Superseded values are not recommended for survey control.
 NF0151
 NF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0151.See file dsdata.pdf to determine how the superseded data were derived.
 NF0151
 NF0151_MARKER: DB = BENCH MARK DISK
 NF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0151_STAMPING: F 109 1934
 NF0151_MARK LOGO: CGS
 NF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0151+STABILITY: SURFACE MOTION
 NF0151
 NF0151  HISTORY     - Date     Condition        Report By
 NF0151  HISTORY     - 1934     MONUMENTED       CGS
 NF0151  HISTORY     - 20010530 MARK NOT FOUND   ASMINC
 NF0151
 NF0151                          STATION DESCRIPTION
 NF0151
 NF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0151'2.7 MI N FROM CLARKLAKE.
 NF0151'2.7 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0151'THE STATION AT CLARKLAKE, JACKSON COUNTY, 0.2 MILE NORTHWEST
 NF0151'OF A LARGE RED-AND-GREEN BARN, 102 FEET SOUTHWEST OF THE WEST
 NF0151'RAIL AT THE CROSSING OF THE CENTERLINE OF A DIRT ROAD, 16.2
 NF0151'FEET WEST OF THE WEST RAIL, 14.1 FEET EAST OF THE WIRE FENCE,
 NF0151'AND FOUR (4) INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 NF0151'STAMPED F 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0151
 NF0151                          STATION RECOVERY (2001)
 NF0151
 NF0151'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0219 ***********************************************************************
 NF0219  DESIGNATION -  F 11
 NF0219  PID         -  NF0219
 NF0219  STATE/COUNTY-  MI/JACKSON
 NF0219  COUNTRY     -  US
 NF0219  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0219
 NF0219                         *CURRENT SURVEY CONTROL
 NF0219  ______________________________________________________________________
 NF0219* NAD 83(1986) POSITION- 42 14 11.     (N) 084 41 44.     (W)   SCALED
 NF0219* NAVD 88 ORTHO HEIGHT -   292.902 (meters)      960.96  (feet) ADJUSTED
 NF0219  ______________________________________________________________________
 NF0219  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 NF0219  DYNAMIC HEIGHT  -        292.799 (meters)      960.62  (feet) COMP
 NF0219  MODELED GRAVITY -    980,260.5   (mgal)                       NAVD 88
 NF0219
 NF0219  VERT ORDER      -  FIRST     CLASS II
 NF0219
 NF0219.The horizontal coordinates were scaled from a map and have
 NF0219.an estimated accuracy of +/- 6 seconds.
 NF0219
 NF0219.The orthometric height was determined by differential leveling and
 NF0219.adjusted by the NATIONAL GEODETIC SURVEY
 NF0219.in June 1991.
 NF0219
 NF0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0219.GEOID18 height accuracy estimate available here.
 NF0219
 NF0219.Click photographs - Photos may exist for this station.
 NF0219
 NF0219.The dynamic height is computed by dividing the NAVD 88
 NF0219.geopotential number by the normal gravity value computed on the
 NF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0219.degrees latitude (g = 980.6199 gals.).
 NF0219
 NF0219.The modeled gravity was interpolated from observed gravity values.
 NF0219
 NF0219;                    North         East    Units  Estimated Accuracy
 NF0219;SPC MI S     -    81,850.    3,972,850.      MT  (+/- 180 meters Scaled)
 NF0219
 NF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM901785(NAD 83)
 NF0219
 NF0219                          SUPERSEDED SURVEY CONTROL
 NF0219
 NF0219  NGVD 29 (??/??/92)  293.027  (m)          961.37   (f) ADJ UNCH    1 2
 NF0219
 NF0219.Superseded values are not recommended for survey control.
 NF0219
 NF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0219.See file dsdata.pdf to determine how the superseded data were derived.
 NF0219
 NF0219_MARKER: DB = BENCH MARK DISK
 NF0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0219_STAMPING: F 11 1916 ELEV. 961.373 FT.
 NF0219_MARK LOGO: CGS
 NF0219_PROJECTION: FLUSH
 NF0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0219+STABILITY: SURFACE MOTION
 NF0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0219+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 NF0219
 NF0219  HISTORY     - Date     Condition        Report By
 NF0219  HISTORY     - 1916     MONUMENTED       CGS
 NF0219  HISTORY     - 1938     GOOD             CGS
 NF0219  HISTORY     - 1985     GOOD             NGS
 NF0219  HISTORY     - 1987     GOOD             USPSQD
 NF0219  HISTORY     - 19971006 GOOD             USPSQD
 NF0219  HISTORY     - 20070530 GOOD             MIDT
 NF0219  HISTORY     - 20150309 GOOD             ADVGEO
 NF0219
 NF0219                          STATION DESCRIPTION
 NF0219
 NF0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NF0219'3.5 MI E FROM ALBION.
 NF0219'IN JACKSON COUNTY, 3.5 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0219'RAILROAD FROM THE STATION AT ALBION, CALHOUN COUNTY, 9-1/6
 NF0219'RAILS NORTHWEST OF THE CENTER OF THE BATH MILLS ROAD CROSSING,
 NF0219'31.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND AT THE FENCE
 NF0219'JUST WEST OF A 16-FOOT IRON GATE.  A STANDARD DISK, STAMPED
 NF0219'ELEV 961.373 FT F 11 1916 AND SET IN THE TOP OF A CONCRETE
 NF0219'POST PROJECTING 7 INCHES ABOVE GROUND.
 NF0219
 NF0219                          STATION RECOVERY (1985)
 NF0219
 NF0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0219'RECOVERED IN GOOD CONDITION.  ADD--0.6 M (2.0 FT) SOUTH OF A WITNESS
 NF0219'POST.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 NF0219
 NF0219                          STATION RECOVERY (1987)
 NF0219
 NF0219'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSW)
 NF0219'RECOVERED IN GOOD CONDITION.
 NF0219
 NF0219                          STATION RECOVERY (1997)
 NF0219
 NF0219'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0219'RECOVERED IN GOOD CONDITION.
 NF0219
 NF0219                          STATION RECOVERY (2007)
 NF0219
 NF0219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0219'MARK IS PROTRUDING 10 CM (4 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 NF0219'DESCRIBED.
 NF0219
 NF0219                          STATION RECOVERY (2015)
 NF0219
 NF0219'RECOVERY NOTE BY ADVANCED GEOMATICS 2015 (IJK)
 NF0219'0.61 M (2 FT)EAST NORTHEAST OF GATE - FENCE CORNER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0149 ***********************************************************************
 OK0149  DESIGNATION -  F 110
 OK0149  PID         -  OK0149
 OK0149  STATE/COUNTY-  MI/CLINTON
 OK0149  COUNTRY     -  US
 OK0149  USGS QUAD   -  HUBBARDSTON (2017)
 OK0149
 OK0149                         *CURRENT SURVEY CONTROL
 OK0149  ______________________________________________________________________
 OK0149* NAD 83(2011) POSITION- 43 00 09.22695(N) 084 46 35.63558(W)   ADJUSTED
 OK0149* NAD 83(2011) ELLIP HT-   198.610 (meters)        (06/27/12)   ADJUSTED
 OK0149* NAD 83(2011) EPOCH   -  2010.00
 OK0149* NAVD 88 ORTHO HEIGHT -   231.806 (meters)      760.52  (feet) ADJUSTED
 OK0149  ______________________________________________________________________
 OK0149  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 OK0149  NAD 83(2011) X  -    425,329.704 (meters)                     COMP
 OK0149  NAD 83(2011) Y  - -4,652,503.093 (meters)                     COMP
 OK0149  NAD 83(2011) Z  -  4,327,845.455 (meters)                     COMP
 OK0149  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 OK0149  DYNAMIC HEIGHT  -        231.751 (meters)      760.34  (feet) COMP
 OK0149  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OK0149
 OK0149  VERT ORDER      -  SECOND    CLASS 0
 OK0149
 OK0149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0149  Standards:
 OK0149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0149  -------------------------------------------------------------------
 OK0149  NETWORK    0.48   1.23           0.22   0.17   0.63      0.02151134
 OK0149  -------------------------------------------------------------------
 OK0149  Click here for local accuracies and other accuracy information.
 OK0149
 OK0149.The horizontal coordinates were established by GPS observations
 OK0149.and adjusted by the National Geodetic Survey in June 2012.
 OK0149
 OK0149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0149.been affixed to the stable North American tectonic plate. See 
 OK0149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0149
 OK0149.The horizontal coordinates are valid at the epoch date displayed above
 OK0149.which is a decimal equivalence of Year/Month/Day.
 OK0149
 OK0149.The orthometric height was determined by differential leveling and
 OK0149.adjusted by the NATIONAL GEODETIC SURVEY
 OK0149.in June 1991.
 OK0149
 OK0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0149.GEOID18 height accuracy estimate available here.
 OK0149
 OK0149.Click photographs - Photos may exist for this station.
 OK0149
 OK0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0149
 OK0149.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0149
 OK0149.The ellipsoidal height was determined by GPS observations
 OK0149.and is referenced to NAD 83.
 OK0149
 OK0149.The dynamic height is computed by dividing the NAVD 88
 OK0149.geopotential number by the normal gravity value computed on the
 OK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0149.degrees latitude (g = 980.6199 gals.).
 OK0149
 OK0149.The modeled gravity was interpolated from observed gravity values.
 OK0149
 OK0149. The following values were computed from the NAD 83(2011) position.
 OK0149
 OK0149;                    North         East     Units Scale Factor Converg.
 OK0149;SPC MI S     -   166,982.619 3,966,581.021   MT  0.99990898   -0 16 44.2
 OK0149;SPC MI S     -   547,843.24 13,013,717.26   iFT  0.99990898   -0 16 44.2
 OK0149;UTM  16      - 4,763,498.281   681,224.199   MT  1.00000404   +1 31 00.7
 OK0149
 OK0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0149!SPC MI S     -   0.99996885  x   0.99990898  =   0.99987784
 OK0149!UTM  16      -   0.99996885  x   1.00000404  =   0.99997289
 OK0149
 OK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8122463498(NAD 83)
 OK0149
 OK0149                          SUPERSEDED SURVEY CONTROL
 OK0149
 OK0149  NAD 83(2007)-  43 00 09.22711(N)    084 46 35.63618(W) AD(2002.00) 1
 OK0149  ELLIP H (09/24/08)  198.615  (m)                       GP(2002.00) 3 1
 OK0149  NAVD 88 (09/24/08)  231.7    (m)  GEOID03  model used  GPS OBS        
 OK0149  NGVD 29 (??/??/92)  231.944  (m)          760.97   (f) ADJ UNCH    2 0
 OK0149
 OK0149.Superseded values are not recommended for survey control.
 OK0149
 OK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0149.See file dsdata.pdf to determine how the superseded data were derived.
 OK0149
 OK0149_MARKER: DB = BENCH MARK DISK
 OK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0149_STAMPING: F 110 1934
 OK0149_MARK LOGO: CGS
 OK0149_PROJECTION: FLUSH
 OK0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0149+STABILITY: SURFACE MOTION
 OK0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0149+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 OK0149
 OK0149  HISTORY     - Date     Condition        Report By
 OK0149  HISTORY     - 1934     MONUMENTED       CGS
 OK0149  HISTORY     - 19940902 GOOD             LOCENG
 OK0149  HISTORY     - 20040301 GOOD             ROWEIN
 OK0149  HISTORY     - 20070605 GOOD             MIDT
 OK0149
 OK0149                          STATION DESCRIPTION
 OK0149
 OK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0149'1.8 MI W FROM FOWLER.
 OK0149'1.8 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0149'STATION AT FOWLER, CLINTON COUNTY, 75 YARDS NORTH OF STATE
 OK0149'HIGHWAY 21, 23 FEET WEST OF THE CENTERLINE OF A ROAD LEADING TO
 OK0149'A FARMHOUSE 50 YARDS NORTHEAST, 45 FEET SOUTH OF THE SOUTH RAIL,
 OK0149'2.1 FEET WEST OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0149'A STANDARD DISK, STAMPED F 110 1934 AND SET IN THE TOP OF A
 OK0149'CONCRETE POST.
 OK0149
 OK0149                          STATION RECOVERY (1994)
 OK0149
 OK0149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0149'FOUND MARKER 44.0 FT (13.4 M) SOUTH OF SOUTH RAIL, 24.0 FT (7.3 M)
 OK0149'WEST OF DRIVEWAY TO FARMHOUSE, 14.0 FT (4.3 M) WEST OF OLD FENCE POST,
 OK0149'AND MARKER ABOUT 3 INCHES ABOVE THE GROUND.
 OK0149
 OK0149                          STATION RECOVERY (2004)
 OK0149
 OK0149'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RLS)
 OK0149'RAILS ARE NOW GONE.  FARM HOUSE NUMBER IS 12850.
 OK0149
 OK0149                          STATION RECOVERY (2007)
 OK0149
 OK0149'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0149'MARK IS PROTRUDING 15 CM (6 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 OK0149'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0585 ***********************************************************************
 MD0585  DESIGNATION -  F 112
 MD0585  PID         -  MD0585
 MD0585  STATE/COUNTY-  MI/HILLSDALE
 MD0585  COUNTRY     -  US
 MD0585  USGS QUAD   -  READING (2017)
 MD0585
 MD0585                         *CURRENT SURVEY CONTROL
 MD0585  ______________________________________________________________________
 MD0585* NAD 83(1986) POSITION- 41 52 06.     (N) 084 42 23.     (W)   SCALED
 MD0585* NAVD 88 ORTHO HEIGHT -   345.140 (meters)     1132.35  (feet) ADJUSTED
 MD0585  ______________________________________________________________________
 MD0585  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 MD0585  DYNAMIC HEIGHT  -        345.007 (meters)     1131.91  (feet) COMP
 MD0585  MODELED GRAVITY -    980,227.0   (mgal)                       NAVD 88
 MD0585
 MD0585  VERT ORDER      -  SECOND    CLASS 0
 MD0585
 MD0585.The horizontal coordinates were scaled from a map and have
 MD0585.an estimated accuracy of +/- 6 seconds.
 MD0585
 MD0585.The orthometric height was determined by differential leveling and
 MD0585.adjusted by the NATIONAL GEODETIC SURVEY
 MD0585.in June 1991.
 MD0585
 MD0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0585.GEOID18 height accuracy estimate available here.
 MD0585
 MD0585.Click photographs - Photos may exist for this station.
 MD0585
 MD0585.The dynamic height is computed by dividing the NAVD 88
 MD0585.geopotential number by the normal gravity value computed on the
 MD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0585.degrees latitude (g = 980.6199 gals.).
 MD0585
 MD0585.The modeled gravity was interpolated from observed gravity values.
 MD0585
 MD0585;                    North         East    Units  Estimated Accuracy
 MD0585;SPC MI S     -    40,970.    3,971,790.      MT  (+/- 180 meters Scaled)
 MD0585
 MD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM903377(NAD 83)
 MD0585
 MD0585                          SUPERSEDED SURVEY CONTROL
 MD0585
 MD0585  NGVD 29 (??/??/92)  345.246  (m)         1132.69   (f) ADJ UNCH    2 0
 MD0585
 MD0585.Superseded values are not recommended for survey control.
 MD0585
 MD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0585.See file dsdata.pdf to determine how the superseded data were derived.
 MD0585
 MD0585_MARKER: DB = BENCH MARK DISK
 MD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0585_STAMPING: F 112 1934
 MD0585_MARK LOGO: CGS
 MD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0585+STABILITY: SURFACE MOTION
 MD0585
 MD0585  HISTORY     - Date     Condition        Report By
 MD0585  HISTORY     - 1934     MONUMENTED       CGS
 MD0585  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0585  HISTORY     - 20160427 MARK NOT FOUND   MIDT
 MD0585
 MD0585                          STATION DESCRIPTION
 MD0585
 MD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0585'2 MI S FROM BANKERS.
 MD0585'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0585'STATION AT BANKERS, HILLSDALE COUNTY, ABOUT 475 YARDS NORTH OF
 MD0585'MILEPOST 63, 26 YARDS SOUTHWEST OF THE CROSSING OF THE CENTERLINE
 MD0585'OF A WAGON ROAD AND THE WEST RAIL, 18 YARDS WEST OF THE WEST
 MD0585'RAIL, AND 8.5 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE.  A
 MD0585'STANDARD DISK, STAMPED F 112 1934 AND SET IN THE TOP OF A
 MD0585'CONCRETE POST.
 MD0585
 MD0585                          STATION RECOVERY (1988)
 MD0585
 MD0585'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0585'MARK NOT FOUND.
 MD0585
 MD0585                          STATION RECOVERY (2016)
 MD0585
 MD0585'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 MD0585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0564 ***********************************************************************
 MD0564  DESIGNATION -  F 113
 MD0564  PID         -  MD0564
 MD0564  STATE/COUNTY-  MI/BRANCH
 MD0564  COUNTRY     -  US
 MD0564  USGS QUAD   -  COLDWATER EAST (2017)
 MD0564
 MD0564                         *CURRENT SURVEY CONTROL
 MD0564  ______________________________________________________________________
 MD0564* NAD 83(1986) POSITION- 41 56 00.     (N) 084 57 25.     (W)   SCALED
 MD0564* NAVD 88 ORTHO HEIGHT -   301.151 (meters)      988.03  (feet) ADJUSTED
 MD0564  ______________________________________________________________________
 MD0564  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 MD0564  DYNAMIC HEIGHT  -        301.042 (meters)      987.67  (feet) COMP
 MD0564  MODELED GRAVITY -    980,253.1   (mgal)                       NAVD 88
 MD0564
 MD0564  VERT ORDER      -  SECOND    CLASS 0
 MD0564
 MD0564.The horizontal coordinates were scaled from a map and have
 MD0564.an estimated accuracy of +/- 6 seconds.
 MD0564
 MD0564.The orthometric height was determined by differential leveling and
 MD0564.adjusted by the NATIONAL GEODETIC SURVEY
 MD0564.in June 1991.
 MD0564
 MD0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0564.GEOID18 height accuracy estimate available here.
 MD0564
 MD0564.Click photographs - Photos may exist for this station.
 MD0564
 MD0564.The dynamic height is computed by dividing the NAVD 88
 MD0564.geopotential number by the normal gravity value computed on the
 MD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0564.degrees latitude (g = 980.6199 gals.).
 MD0564
 MD0564.The modeled gravity was interpolated from observed gravity values.
 MD0564
 MD0564;                    North         East    Units  Estimated Accuracy
 MD0564;SPC MI S     -    48,310.    3,951,040.      MT  (+/- 180 meters Scaled)
 MD0564
 MD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM693443(NAD 83)
 MD0564
 MD0564                          SUPERSEDED SURVEY CONTROL
 MD0564
 MD0564  NGVD 29 (??/??/92)  301.278  (m)          988.44   (f) ADJ UNCH    2 0
 MD0564
 MD0564.Superseded values are not recommended for survey control.
 MD0564
 MD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0564.See file dsdata.pdf to determine how the superseded data were derived.
 MD0564
 MD0564_MARKER: DB = BENCH MARK DISK
 MD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0564_STAMPING: F 113 1934
 MD0564_MARK LOGO: CGS
 MD0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0564+STABILITY: SURFACE MOTION
 MD0564
 MD0564  HISTORY     - Date     Condition        Report By
 MD0564  HISTORY     - 1934     MONUMENTED       CGS
 MD0564  HISTORY     - 19931221 GOOD             LOCENG
 MD0564  HISTORY     - 20061220 MARK NOT FOUND   INDIV
 MD0564
 MD0564                          STATION DESCRIPTION
 MD0564
 MD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0564'2.4 MI E FROM COLDWATER.
 MD0564'2.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0564'STATION AT COLDWATER, BRANCH COUNTY, ABOUT 235 YARDS WEST OF
 MD0564'MILEPOST C 158, AT A PRIVATE-ROAD CROSSING, 17 YARDS NORTHEAST
 MD0564'OF THE CROSSING OF THE CENTERLINE OF THE PRIVATE ROAD AND THE
 MD0564'NORTH RAIL, 13 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 MD0564'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 113
 MD0564'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0564
 MD0564                          STATION RECOVERY (1993)
 MD0564
 MD0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (WLO)
 MD0564'RECOVERED IN GOOD CONDITION.
 MD0564
 MD0564                          STATION RECOVERY (2006)
 MD0564
 MD0564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAD)
 MD0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0319 ***********************************************************************
 NF0319  DESIGNATION -  F 115 RESET
 NF0319  PID         -  NF0319
 NF0319  STATE/COUNTY-  MI/IONIA
 NF0319  COUNTRY     -  US
 NF0319  USGS QUAD   -  LAKE ODESSA (2017)
 NF0319
 NF0319                         *CURRENT SURVEY CONTROL
 NF0319  ______________________________________________________________________
 NF0319* NAD 83(1986) POSITION- 42 49 16.     (N) 085 12 45.     (W)   SCALED
 NF0319* NAVD 88 ORTHO HEIGHT -   256.006 (meters)      839.91  (feet) ADJUSTED
 NF0319  ______________________________________________________________________
 NF0319  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 NF0319  DYNAMIC HEIGHT  -        255.932 (meters)      839.67  (feet) COMP
 NF0319  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NF0319
 NF0319  VERT ORDER      -  SECOND    CLASS 0
 NF0319
 NF0319.The horizontal coordinates were scaled from a map and have
 NF0319.an estimated accuracy of +/- 6 seconds.
 NF0319
 NF0319.The orthometric height was determined by differential leveling and
 NF0319.adjusted by the NATIONAL GEODETIC SURVEY
 NF0319.in June 1991.
 NF0319
 NF0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0319.GEOID18 height accuracy estimate available here.
 NF0319
 NF0319.Click photographs - Photos may exist for this station.
 NF0319
 NF0319.The dynamic height is computed by dividing the NAVD 88
 NF0319.geopotential number by the normal gravity value computed on the
 NF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0319.degrees latitude (g = 980.6199 gals.).
 NF0319
 NF0319.The modeled gravity was interpolated from observed gravity values.
 NF0319
 NF0319;                    North         East    Units  Estimated Accuracy
 NF0319;SPC MI S     -   147,090.    3,930,840.      MT  (+/- 180 meters Scaled)
 NF0319
 NF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461424(NAD 83)
 NF0319
 NF0319                          SUPERSEDED SURVEY CONTROL
 NF0319
 NF0319  NGVD 29 (??/??/92)  256.127  (m)          840.31   (f) ADJ UNCH    2 0
 NF0319
 NF0319.Superseded values are not recommended for survey control.
 NF0319
 NF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0319.See file dsdata.pdf to determine how the superseded data were derived.
 NF0319
 NF0319_MARKER: DB = BENCH MARK DISK
 NF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0319_STAMPING: F 115 1934 RESET 1948
 NF0319_MARK LOGO: CGS
 NF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0319+STABILITY: SURFACE MOTION
 NF0319
 NF0319  HISTORY     - Date     Condition        Report By
 NF0319  HISTORY     - 1948     MONUMENTED       CGS
 NF0319  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0319  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0319  HISTORY     - 20070622 MARK NOT FOUND   GEOCAC
 NF0319
 NF0319                          STATION DESCRIPTION
 NF0319
 NF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0319'1.8 MI SE FROM CLARKSVILLE.
 NF0319'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0319'THE STATION AT CLARKSVILLE, AT THE CROSSING OF ELM ROAD, 147
 NF0319'FEET SOUTH OF THE CENTER OF THE CROSSING, 28 FEET EAST OF THE
 NF0319'CENTER LINE OF ELM ROAD, 66 FEET SOUTH OF A FENCE CORNER, 8
 NF0319'FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH ELM TREE,
 NF0319'2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 NF0319'WITNESS POST, 3 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 NF0319'OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0319
 NF0319                          STATION RECOVERY (1975)
 NF0319
 NF0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0319'MARK NOT FOUND.
 NF0319
 NF0319                          STATION RECOVERY (1985)
 NF0319
 NF0319'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0319'MARK NOT FOUND.
 NF0319
 NF0319                          STATION RECOVERY (2007)
 NF0319
 NF0319'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0497 ***********************************************************************
 NE0497  DESIGNATION -  F 115 X
 NE0497  PID         -  NE0497
 NE0497  STATE/COUNTY-  MI/WAYNE
 NE0497  COUNTRY     -  US
 NE0497  USGS QUAD   -  ROCKWOOD (2017)
 NE0497
 NE0497                         *CURRENT SURVEY CONTROL
 NE0497  ______________________________________________________________________
 NE0497* NAD 83(1986) POSITION- 42 04 14.7    (N) 083 14 19.4    (W)   HD_HELD2
 NE0497* NAVD 88 ORTHO HEIGHT -   178.740 (meters)      586.42  (feet) ADJUSTED
 NE0497  ______________________________________________________________________
 NE0497  GEOID HEIGHT    -        -34.951 (meters)                     GEOID18
 NE0497  DYNAMIC HEIGHT  -        178.680 (meters)      586.22  (feet) COMP
 NE0497  MODELED GRAVITY -    980,281.6   (mgal)                       NAVD 88
 NE0497
 NE0497  VERT ORDER      -  FIRST     CLASS I
 NE0497
 NE0497.The horizontal coordinates were established by autonomous hand held GPS
 NE0497.observations and have an estimated accuracy of +/- 10 meters.
 NE0497
 NE0497.The orthometric height was determined by differential leveling and
 NE0497.adjusted by the NATIONAL GEODETIC SURVEY
 NE0497.in June 1991.
 NE0497
 NE0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0497.GEOID18 height accuracy estimate available here.
 NE0497
 NE0497.Click photographs - Photos may exist for this station.
 NE0497
 NE0497.The dynamic height is computed by dividing the NAVD 88
 NE0497.geopotential number by the normal gravity value computed on the
 NE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0497.degrees latitude (g = 980.6199 gals.).
 NE0497
 NE0497.The modeled gravity was interpolated from observed gravity values.
 NE0497
 NE0497;                    North         East    Units  Estimated Accuracy
 NE0497;SPC MI S     -    64,024.    4,093,345.      MT  (+/- 10 meters HH2 GPS)
 NE0497
 NE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1479460056(NAD 83)
 NE0497
 NE0497                          SUPERSEDED SURVEY CONTROL
 NE0497
 NE0497  NGVD 29 (??/??/92)  178.916  (m)          586.99   (f) ADJ UNCH    1 1
 NE0497
 NE0497.Superseded values are not recommended for survey control.
 NE0497
 NE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0497.See file dsdata.pdf to determine how the superseded data were derived.
 NE0497
 NE0497_MARKER: DB = BENCH MARK DISK
 NE0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0497_SP_SET: BRIDGE ABUTMENT
 NE0497_STAMPING: 586.836 F 115 X 1934
 NE0497_MARK LOGO: CGS
 NE0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0497
 NE0497  HISTORY     - Date     Condition        Report By
 NE0497  HISTORY     - 1934     MONUMENTED       CGS
 NE0497  HISTORY     - 1968     GOOD             CGS
 NE0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0497
 NE0497                          STATION DESCRIPTION
 NE0497
 NE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0497'AT ROCKWOOD.
 NE0497'AT ROCKWOOD, ABOUT 0.3 MILE NORTHEAST ALONG THE PENN CENTRAL
 NE0497'RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE, SET ON THE
 NE0497'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 NE0497'FOR A 20-FOOT STEEL BRIDGE OVER SILVER CREEK, 7.1 FEET SOUTHEAST
 NE0497'OF THE SOUTHEAST RAIL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 NE0497'SEC 10, T5 S, R 10 E
 NE0497
 NE0497                          STATION RECOVERY (1987)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1988)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1989)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1999)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0358 ***********************************************************************
 NF0358  DESIGNATION -  F 116
 NF0358  PID         -  NF0358
 NF0358  STATE/COUNTY-  MI/BARRY
 NF0358  COUNTRY     -  US
 NF0358  USGS QUAD   -  CLOVERDALE (2017)
 NF0358
 NF0358                         *CURRENT SURVEY CONTROL
 NF0358  ______________________________________________________________________
 NF0358* NAD 83(1986) POSITION- 42 32 27.60   (N) 085 23 30.24   (W)   HD_HELD1
 NF0358* NAVD 88 ORTHO HEIGHT -   282.890 (meters)      928.11  (feet) ADJUSTED
 NF0358  ______________________________________________________________________
 NF0358  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 NF0358  DYNAMIC HEIGHT  -        282.803 (meters)      927.83  (feet) COMP
 NF0358  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 NF0358
 NF0358  VERT ORDER      -  SECOND    CLASS 0
 NF0358
 NF0358.The horizontal coordinates were determined by differentially corrected
 NF0358.hand held GPS observations or other comparable positioning techniques
 NF0358.and have an estimated accuracy of +/- 3 meters.
 NF0358
 NF0358.The orthometric height was determined by differential leveling and
 NF0358.adjusted by the NATIONAL GEODETIC SURVEY
 NF0358.in June 1991.
 NF0358
 NF0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0358.GEOID18 height accuracy estimate available here.
 NF0358
 NF0358.Click photographs - Photos may exist for this station.
 NF0358
 NF0358.The dynamic height is computed by dividing the NAVD 88
 NF0358.geopotential number by the normal gravity value computed on the
 NF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0358.degrees latitude (g = 980.6199 gals.).
 NF0358
 NF0358.The modeled gravity was interpolated from observed gravity values.
 NF0358
 NF0358;                    North         East    Units  Estimated Accuracy
 NF0358;SPC MI S     -   116,144.1   3,915,804.0     MT  (+/- 3 meters HH1 GPS) 
 NF0358
 NF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3206011098(NAD 83)
 NF0358
 NF0358                          SUPERSEDED SURVEY CONTROL
 NF0358
 NF0358  NGVD 29 (??/??/92)  283.012  (m)          928.52   (f) ADJ UNCH    2 0
 NF0358
 NF0358.Superseded values are not recommended for survey control.
 NF0358
 NF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0358.See file dsdata.pdf to determine how the superseded data were derived.
 NF0358
 NF0358_MARKER: DB = BENCH MARK DISK
 NF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0358_STAMPING: F 116 1934 928.446
 NF0358_MARK LOGO: CGS
 NF0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0358+STABILITY: SURFACE MOTION
 NF0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0358+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1995
 NF0358
 NF0358  HISTORY     - Date     Condition        Report By
 NF0358  HISTORY     - 1934     MONUMENTED       CGS
 NF0358  HISTORY     - 1948     GOOD             CGS
 NF0358  HISTORY     - 19951125 GOOD             MI-015
 NF0358
 NF0358                          STATION DESCRIPTION
 NF0358
 NF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0358'AT CLOVERDALE.
 NF0358'AT CLOVERDALE, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM
 NF0358'THE POST OFFICE, ABOUT 90 YARDS SOUTH OF THE SOUTHERN MOST OF
 NF0358'SEVERAL CONCRETE TILE CABINS, 77 FEET WEST OF THE CENTER LINE
 NF0358'OF THE HIGHWAY, 125 FEET NORTHEAST OF THE SHORE OF CLOVERDALE
 NF0358'LAKE, 62 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 NF0358'TENNIS COURT, 4.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 NF0358'4 1/2 BY 4 1/2 FOOT CONCRETE SLAB, 1.6 FEET NORTH OF THE
 NF0358'NORTHEAST EDGE OF AN UNUSED CONCRETE WALK, 73.5 FEET EAST OF A
 NF0358'28-INCH OAK TREE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0358'10 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0358'POST PROJECTING 3 INCHES.
 NF0358
 NF0358                          STATION RECOVERY (1995)
 NF0358
 NF0358'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0358'AT CLOVERDALE, ABOUT 0.1 MI (0.2 KM) SOUTH ALONG STATE HIGHWAY 43 FROM
 NF0358'THE POST OFFICE, ABOUT 90 YARDS SOUTH OF THE SOUTHERN MOST OF SEVERAL
 NF0358'CONCRETE TILE CABINS, 77 FT (23.5 M) WEST OF THE CENTERLINE OF THE
 NF0358'HIGHWAY, 125 FT (38.1 M) NORTHEAST OF THE SHORE OF CLOVERDALE LAKE, 62
 NF0358'FT (18.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE TENNIS
 NF0358'COURT, 4.5 FT (1.4 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 4.5 FT
 NF0358'(1.4 M) X 4.5 FT (1.4 M) CONCRETE SLAB, 1.6 FT (0.5 M) NORTH OF THE
 NF0358'NORTHEAST EDGE OF AN UNUSED CONCRETE WALK, 73.5 FT (22.4 M) EAST OF A
 NF0358'28 INCH OAK TREE, 1 FT (0.3 M) SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0358'10 FEET (3.0 M) BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0358'POST PROJECTING 3 INCHES. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION)
 NF0358'0.27 MI (0.43 KM) SOUTHWESTERLY ALONG M-43 FROM THE POST OFFICE IN
 NF0358'CLOVERDALE (AS RELOCATED IN 1983) , INSIDE THE HOPE TOWNSHIP PARK NEAR
 NF0358'THE SOUTHEAST CORNER OF THE PARK, 1.7 FT (0.5 M) NORTHWEST OF THE
 NF0358'NORTHWEST CORNER OF A 4.5 FT (1.4 M) SQUARE CONCRETE SLAB, 4.7 FT (1.4
 NF0358'M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 4.5 FT (1.4 M) SQUARE
 NF0358'CONCRETE SLAB, 30.5 FT (9.3 M) WEST OF THE CENTERLINE OF A PRIVATE
 NF0358'GRAVEL ROAD, 17 FT (5.2 M) NORTH OF AN EAST-WEST BOARD FENCE, 59 FT
 NF0358'(18.0 M) SOUTHEAST OF A 36 FT (11.0 M) X 76 FT (23.2 M) CONCRETE SLAB
 NF0358'(OLD TENNIS COURT) , 62 FT (18.9 M) SOUTHWEST OF THE 36 FT (11.0 M) X
 NF0358'76 FT (23.2 M) CONCRETE SLAB (OLD TENNIS COURT) , 0.5 FT (15.2 CM)
 NF0358'NORTH OF A CARSONITE WITNESS POST, CONCRETE TILE CABINS ARE NOW GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0564 ***********************************************************************
 NF0564  DESIGNATION -  F 117
 NF0564  PID         -  NF0564
 NF0564  STATE/COUNTY-  MI/KALAMAZOO
 NF0564  COUNTRY     -  US
 NF0564  USGS QUAD   -  SCHOOLCRAFT (2017)
 NF0564
 NF0564                         *CURRENT SURVEY CONTROL
 NF0564  ______________________________________________________________________
 NF0564* NAD 83(1986) POSITION- 42 05 34.     (N) 085 41 00.     (W)   SCALED
 NF0564* NAVD 88 ORTHO HEIGHT -   267.410 (meters)      877.33  (feet) ADJUSTED
 NF0564  ______________________________________________________________________
 NF0564  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 NF0564  DYNAMIC HEIGHT  -        267.322 (meters)      877.04  (feet) COMP
 NF0564  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 NF0564
 NF0564  VERT ORDER      -  SECOND    CLASS 0
 NF0564
 NF0564.The horizontal coordinates were scaled from a map and have
 NF0564.an estimated accuracy of +/- 6 seconds.
 NF0564
 NF0564.The orthometric height was determined by differential leveling and
 NF0564.adjusted by the NATIONAL GEODETIC SURVEY
 NF0564.in June 1991.
 NF0564
 NF0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0564.GEOID18 height accuracy estimate available here.
 NF0564
 NF0564.Click photographs - Photos may exist for this station.
 NF0564
 NF0564.The dynamic height is computed by dividing the NAVD 88
 NF0564.geopotential number by the normal gravity value computed on the
 NF0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0564.degrees latitude (g = 980.6199 gals.).
 NF0564
 NF0564.The modeled gravity was interpolated from observed gravity values.
 NF0564
 NF0564;                    North         East    Units  Estimated Accuracy
 NF0564;SPC MI S     -    66,700.    3,891,080.      MT  (+/- 180 meters Scaled)
 NF0564
 NF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM088609(NAD 83)
 NF0564
 NF0564                          SUPERSEDED SURVEY CONTROL
 NF0564
 NF0564  NGVD 29 (??/??/92)  267.547  (m)          877.78   (f) ADJ UNCH    2 0
 NF0564
 NF0564.Superseded values are not recommended for survey control.
 NF0564
 NF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0564.See file dsdata.pdf to determine how the superseded data were derived.
 NF0564
 NF0564_MARKER: DB = BENCH MARK DISK
 NF0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0564_STAMPING: ELEV 877.777 FEET F 117 1934
 NF0564_MARK LOGO: CGS
 NF0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0564+STABILITY: SURFACE MOTION
 NF0564
 NF0564  HISTORY     - Date     Condition        Report By
 NF0564  HISTORY     - 1934     MONUMENTED       CGS
 NF0564  HISTORY     - 1940     GOOD             CGS
 NF0564  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0564  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0564  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0564
 NF0564                          STATION DESCRIPTION
 NF0564
 NF0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0564'2.7 MI W FROM SCHOOLCRAFT.
 NF0564'2.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0564'SCHOOLCRAFT, KALAMAZOO COUNTY, 200 YARDS WEST OF MILEPOST C
 NF0564'144-PH 191, 15 FEET SOUTHEAST OF THE SOUTH RAIL OF THE SOUTH
 NF0564'TRACK, 35 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET
 NF0564'SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 NF0564'TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV 877.777 FEET
 NF0564'F 117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0564'4 INCHES ABOVE GROUND.
 NF0564
 NF0564                          STATION RECOVERY (1965)
 NF0564
 NF0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0564'MARK NOT FOUND.
 NF0564
 NF0564                          STATION RECOVERY (1983)
 NF0564
 NF0564'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0564'MARK NOT FOUND.
 NF0564
 NF0564                          STATION RECOVERY (1993)
 NF0564
 NF0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0834 ***********************************************************************
 ME0834  DESIGNATION -  F 118
 ME0834  PID         -  ME0834
 ME0834  STATE/COUNTY-  MI/BERRIEN
 ME0834  COUNTRY     -  US
 ME0834  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME0834
 ME0834                         *CURRENT SURVEY CONTROL
 ME0834  ______________________________________________________________________
 ME0834* NAD 83(1986) POSITION- 41 52 13.     (N) 086 37 43.     (W)   SCALED
 ME0834* NAVD 88 ORTHO HEIGHT -   193.623 (meters)      635.24  (feet) ADJUSTED
 ME0834  ______________________________________________________________________
 ME0834  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 ME0834  DYNAMIC HEIGHT  -        193.554 (meters)      635.02  (feet) COMP
 ME0834  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 ME0834
 ME0834  VERT ORDER      -  SECOND    CLASS 0
 ME0834
 ME0834.The horizontal coordinates were scaled from a map and have
 ME0834.an estimated accuracy of +/- 6 seconds.
 ME0834
 ME0834.The orthometric height was determined by differential leveling and
 ME0834.adjusted by the NATIONAL GEODETIC SURVEY
 ME0834.in June 1991.
 ME0834
 ME0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0834.GEOID18 height accuracy estimate available here.
 ME0834
 ME0834.Click photographs - Photos may exist for this station.
 ME0834
 ME0834.The dynamic height is computed by dividing the NAVD 88
 ME0834.geopotential number by the normal gravity value computed on the
 ME0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0834.degrees latitude (g = 980.6199 gals.).
 ME0834
 ME0834.The modeled gravity was interpolated from observed gravity values.
 ME0834
 ME0834;                    North         East    Units  Estimated Accuracy
 ME0834;SPC MI S     -    43,650.    3,812,230.      MT  (+/- 180 meters Scaled)
 ME0834
 ME0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM308354(NAD 83)
 ME0834
 ME0834                          SUPERSEDED SURVEY CONTROL
 ME0834
 ME0834  NGVD 29 (??/??/92)  193.746  (m)          635.65   (f) ADJ UNCH    2 0
 ME0834
 ME0834.Superseded values are not recommended for survey control.
 ME0834
 ME0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0834.See file dsdata.pdf to determine how the superseded data were derived.
 ME0834
 ME0834_MARKER: DB = BENCH MARK DISK
 ME0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0834_STAMPING: F 118 1934
 ME0834_MARK LOGO: CGS
 ME0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0834+STABILITY: SURFACE MOTION
 ME0834
 ME0834  HISTORY     - Date     Condition        Report By
 ME0834  HISTORY     - 1934     MONUMENTED       CGS
 ME0834  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0834
 ME0834                          STATION DESCRIPTION
 ME0834
 ME0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0834'2 MI SW FROM SAWYER.
 ME0834'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0834'THE PERE MARQUETTE RAILWAY, AT HARBERT, 6 RAILS SOUTHWEST OF THE
 ME0834'FLAG STOP SIGNAL TOWER AT HARBERT, 50 YARDS SOUTHWEST OF AN OLD
 ME0834'CONCRETE STORE BUILDING OF ALEXANDER N. KNAUTE, 17 YARDS NORTHWEST
 ME0834'OF THE NORTHWEST RAIL AT THE CENTER OF THE CROSSING OF A DIRT
 ME0834'ROAD, 9 YARDS SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 1
 ME0834'YARDS SOUTHEAST OF THE FENCE LINE ALONG THE EDGE OF AN APPLE
 ME0834'ORCHARD, A CONCRETE POST, 3 INCHES ABOVE THE GROUND.  A STANDARD
 ME0834'DISK, STAMPED F 118 1934.
 ME0834
 ME0834                          STATION RECOVERY (1969)
 ME0834
 ME0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0834'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0017 ***********************************************************************
 MD0017  DESIGNATION -  F 119
 MD0017  PID         -  MD0017
 MD0017  STATE/COUNTY-  MI/HILLSDALE
 MD0017  COUNTRY     -  US
 MD0017  USGS QUAD   -  ALVORDTON (2016)
 MD0017
 MD0017                         *CURRENT SURVEY CONTROL
 MD0017  ______________________________________________________________________
 MD0017* NAD 83(1986) POSITION- 41 42 19.     (N) 084 25 21.     (W)   SCALED
 MD0017* NAVD 88 ORTHO HEIGHT -   269.443 (meters)      884.00  (feet) ADJUSTED
 MD0017  ______________________________________________________________________
 MD0017  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 MD0017  DYNAMIC HEIGHT  -        269.340 (meters)      883.66  (feet) COMP
 MD0017  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 MD0017
 MD0017  VERT ORDER      -  SECOND    CLASS 0
 MD0017
 MD0017.The horizontal coordinates were scaled from a map and have
 MD0017.an estimated accuracy of +/- 6 seconds.
 MD0017
 MD0017.The orthometric height was determined by differential leveling and
 MD0017.adjusted by the NATIONAL GEODETIC SURVEY
 MD0017.in June 1991.
 MD0017
 MD0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0017.GEOID18 height accuracy estimate available here.
 MD0017
 MD0017.Click photographs - Photos may exist for this station.
 MD0017
 MD0017.The dynamic height is computed by dividing the NAVD 88
 MD0017.geopotential number by the normal gravity value computed on the
 MD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0017.degrees latitude (g = 980.6199 gals.).
 MD0017
 MD0017.The modeled gravity was interpolated from observed gravity values.
 MD0017
 MD0017;                    North         East    Units  Estimated Accuracy
 MD0017;SPC MI S     -    22,800.    3,995,350.      MT  (+/- 180 meters Scaled)
 MD0017
 MD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM144202(NAD 83)
 MD0017
 MD0017                          SUPERSEDED SURVEY CONTROL
 MD0017
 MD0017  NGVD 29 (??/??/92)  269.579  (m)          884.44   (f) ADJ UNCH    2 0
 MD0017
 MD0017.Superseded values are not recommended for survey control.
 MD0017
 MD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0017.See file dsdata.pdf to determine how the superseded data were derived.
 MD0017
 MD0017_MARKER: DB = BENCH MARK DISK
 MD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0017_STAMPING: F 119 1934
 MD0017_MARK LOGO: CGS
 MD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0017+STABILITY: SURFACE MOTION
 MD0017
 MD0017  HISTORY     - Date     Condition        Report By
 MD0017  HISTORY     - 1934     MONUMENTED       CGS
 MD0017  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0017  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0017
 MD0017                          STATION DESCRIPTION
 MD0017
 MD0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0017'1.6 MI S FROM WALDRON.
 MD0017'1.6 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0017'STATION AT WALDRON, HILLSDALE COUNTY, 39.4 FEET NORTH OF THE
 MD0017'MICHIGAN-OHIO CONCRETE BOUNDARY POST, 27.5 FEET NORTHEAST OF
 MD0017'THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL ROAD,
 MD0017'21.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.1 FEET EAST
 MD0017'OF THE EAST RAIL, AND ABOUT 8 INCHES HIGHER THAN THE TRACK.
 MD0017'A STANDARD DISK, STAMPED F 119 1934 AND SET IN THE TOP OF A
 MD0017'CONCRETE POST.
 MD0017
 MD0017                          STATION RECOVERY (1988)
 MD0017
 MD0017'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0017'MARK NOT FOUND.
 MD0017
 MD0017                          STATION RECOVERY (2000)
 MD0017
 MD0017'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0104 ***********************************************************************
 QK0104  DESIGNATION -  F 12
 QK0104  PID         -  QK0104
 QK0104  STATE/COUNTY-  MI/CHEBOYGAN
 QK0104  COUNTRY     -  US
 QK0104  USGS QUAD   -  INDIAN RIVER (2017)
 QK0104
 QK0104                         *CURRENT SURVEY CONTROL
 QK0104  ______________________________________________________________________
 QK0104* NAD 83(1986) POSITION- 45 29 05.     (N) 084 35 29.     (W)   SCALED
 QK0104* NAVD 88 ORTHO HEIGHT -   186.331 (meters)      611.32  (feet) ADJUSTED
 QK0104  ______________________________________________________________________
 QK0104  GEOID HEIGHT    -        -35.494 (meters)                     GEOID18
 QK0104  DYNAMIC HEIGHT  -        186.329 (meters)      611.31  (feet) COMP
 QK0104  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 QK0104
 QK0104  VERT ORDER      -  FIRST     CLASS I
 QK0104
 QK0104.The horizontal coordinates were scaled from a map and have
 QK0104.an estimated accuracy of +/- 6 seconds.
 QK0104
 QK0104.The orthometric height was determined by differential leveling and
 QK0104.adjusted by the NATIONAL GEODETIC SURVEY
 QK0104.in June 1991.
 QK0104
 QK0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0104.GEOID18 height accuracy estimate available here.
 QK0104
 QK0104.Click photographs - Photos may exist for this station.
 QK0104
 QK0104.The dynamic height is computed by dividing the NAVD 88
 QK0104.geopotential number by the normal gravity value computed on the
 QK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0104.degrees latitude (g = 980.6199 gals.).
 QK0104
 QK0104.The modeled gravity was interpolated from observed gravity values.
 QK0104
 QK0104;                    North         East    Units  Estimated Accuracy
 QK0104;SPC MI C     -   240,940.    5,982,430.      MT  (+/- 180 meters Scaled)
 QK0104
 QK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR882396(NAD 83)
 QK0104
 QK0104                          SUPERSEDED SURVEY CONTROL
 QK0104
 QK0104  NGVD 29 (??/??/92)  186.348  (m)          611.38   (f) ADJ UNCH    1 1
 QK0104
 QK0104.Superseded values are not recommended for survey control.
 QK0104
 QK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0104.See file dsdata.pdf to determine how the superseded data were derived.
 QK0104
 QK0104_MARKER: DB = BENCH MARK DISK
 QK0104_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0104_STAMPING: F 12 1916
 QK0104_MARK LOGO: CGS
 QK0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0104
 QK0104  HISTORY     - Date     Condition        Report By
 QK0104  HISTORY     - 1916     MONUMENTED       CGS
 QK0104  HISTORY     - 1973     GOOD             USLS
 QK0104  HISTORY     - 20010331 GOOD             NGS
 QK0104  HISTORY     - 20230803 MARK NOT FOUND   MIDT
 QK0104
 QK0104                          STATION DESCRIPTION
 QK0104
 QK0104'DESCRIBED BY US LAKE SURVEY 1973
 QK0104'AT TOPINABEE.
 QK0104'F 12 AT TOPINABEE, CHEBOYGAN COUNTY, MICHIGAN, ABOUT 300 FEET NORTH
 QK0104'OF MUSEUM AND LIBRARY BUILDING (FORMERLY RAILROAD DEPOT), NEAR
 QK0104'MILEPOST B.C. 154, 22.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 QK0104'TRACKS, 3.5 FEET NORTH OF A 24-INCH POPLAR, 1-FOOT ABOVE THE
 QK0104'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 QK0104'DISC SET IN TOP OF A MARBLE POST.
 QK0104
 QK0104                          STATION RECOVERY (2001)
 QK0104
 QK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0104
 QK0104                          STATION RECOVERY (2023)
 QK0104
 QK0104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0388 ***********************************************************************
 RL0388  DESIGNATION -  F 120
 RL0388  PID         -  RL0388
 RL0388  STATE/COUNTY-  MI/IRON
 RL0388  COUNTRY     -  US
 RL0388  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0388
 RL0388                         *CURRENT SURVEY CONTROL
 RL0388  ______________________________________________________________________
 RL0388* NAD 83(1986) POSITION- 46 13 03.     (N) 088 59 15.     (W)   SCALED
 RL0388* NAVD 88 ORTHO HEIGHT -   509.566 (meters)     1671.80  (feet) ADJUSTED
 RL0388  ______________________________________________________________________
 RL0388  GEOID HEIGHT    -        -31.536 (meters)                     GEOID18
 RL0388  DYNAMIC HEIGHT  -        509.574 (meters)     1671.83  (feet) COMP
 RL0388  MODELED GRAVITY -    980,613.3   (mgal)                       NAVD 88
 RL0388
 RL0388  VERT ORDER      -  SECOND    CLASS 0
 RL0388
 RL0388.The horizontal coordinates were scaled from a map and have
 RL0388.an estimated accuracy of +/- 6 seconds.
 RL0388
 RL0388.The orthometric height was determined by differential leveling and
 RL0388.adjusted by the NATIONAL GEODETIC SURVEY
 RL0388.in June 1991.
 RL0388
 RL0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0388.GEOID18 height accuracy estimate available here.
 RL0388
 RL0388.Click photographs - Photos may exist for this station.
 RL0388
 RL0388.The dynamic height is computed by dividing the NAVD 88
 RL0388.geopotential number by the normal gravity value computed on the
 RL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0388.degrees latitude (g = 980.6199 gals.).
 RL0388
 RL0388.The modeled gravity was interpolated from observed gravity values.
 RL0388
 RL0388;                    North         East    Units  Estimated Accuracy
 RL0388;SPC MI N     -   161,320.    7,846,680.      MT  (+/- 180 meters Scaled)
 RL0388
 RL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS467201(NAD 83)
 RL0388
 RL0388                          SUPERSEDED SURVEY CONTROL
 RL0388
 RL0388  NGVD 29 (??/??/92)  509.584  (m)         1671.86   (f) ADJ UNCH    2 0
 RL0388
 RL0388.Superseded values are not recommended for survey control.
 RL0388
 RL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0388.See file dsdata.pdf to determine how the superseded data were derived.
 RL0388
 RL0388_MARKER: DB = BENCH MARK DISK
 RL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0388_STAMPING: F 120 1948
 RL0388_MARK LOGO: CGS
 RL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0388+STABILITY: SURFACE MOTION
 RL0388
 RL0388  HISTORY     - Date     Condition        Report By
 RL0388  HISTORY     - 1948     MONUMENTED       CGS
 RL0388  HISTORY     - 20050407 MARK NOT FOUND   GEOCAC
 RL0388
 RL0388                          STATION DESCRIPTION
 RL0388
 RL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0388'10.9 MI E FROM WATERSMEET.
 RL0388'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS INTERSECTION
 RL0388'WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 1.9 MILES
 RL0388'NORTHEAST ALONG A GRAVEL ROAD LEADING TO TAMARACK LAKE, AT THE
 RL0388'EAST END OF A CURVE EAST AND SOUTHWEST AND AT THE BOTTOM OF
 RL0388'GRADES, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 55 FEET
 RL0388'WEST OF THE BOTTOM OF GRADES, 13 FEET EAST-SOUTHEAST OF A
 RL0388'6-INCH SPRUCE TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0388'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0388'PROJECTING 4 INCHES.
 RL0388
 RL0388                          STATION RECOVERY (2005)
 RL0388
 RL0388'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0388'FOREST ROAD NO.3940 HAS BEEN IMPROVED.  SEARCHED THE AREA FOR OVER 1
 RL0388'HOUR AND FOUND NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1685 ***********************************************************************
 RL1685  DESIGNATION -  F 121 RESET
 RL1685  PID         -  RL1685
 RL1685  STATE/COUNTY-  MI/IRON
 RL1685  COUNTRY     -  US
 RL1685  USGS QUAD   -  GOLDEN LAKE (2017)
 RL1685
 RL1685                         *CURRENT SURVEY CONTROL
 RL1685  ______________________________________________________________________
 RL1685* NAD 83(1986) POSITION- 46 11 19.     (N) 088 52 44.     (W)   SCALED
 RL1685* NAVD 88 ORTHO HEIGHT -   494.39  (meters)     1622.0   (feet) RESET
 RL1685  ______________________________________________________________________
 RL1685  GEOID HEIGHT    -        -31.671 (meters)                     GEOID18
 RL1685  VERT ORDER      -  THIRD
 RL1685
 RL1685.The horizontal coordinates were scaled from a map and have
 RL1685.an estimated accuracy of +/- 6 seconds.
 RL1685
 RL1685.The orthometric height was computed from unverified reset data.
 RL1685
 RL1685.No vertical observational check was made to the station.
 RL1685
 RL1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1685.GEOID18 height accuracy estimate available here.
 RL1685
 RL1685.Click photographs - Photos may exist for this station.
 RL1685
 RL1685;                    North         East    Units  Estimated Accuracy
 RL1685;SPC MI N     -   157,910.    7,854,980.      MT  (+/- 180 meters Scaled)
 RL1685
 RL1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550167(NAD 83)
 RL1685
 RL1685                          SUPERSEDED SURVEY CONTROL
 RL1685
 RL1685  NGVD 29 (02/05/16)  494.41   (m)         1622.1    (f) RESET       3  
 RL1685
 RL1685.Superseded values are not recommended for survey control.
 RL1685
 RL1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1685.See file dsdata.pdf to determine how the superseded data were derived.
 RL1685
 RL1685_MARKER: DV = VERTICAL CONTROL DISK
 RL1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1685_STAMPING: F 121 RESET 1988
 RL1685_MARK LOGO: NGS
 RL1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1685+STABILITY: SURFACE MOTION
 RL1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RL1685
 RL1685  HISTORY     - Date     Condition        Report By
 RL1685  HISTORY     - 1988     MONUMENTED       MIDT
 RL1685  HISTORY     - 20020613 GOOD             USPSQD
 RL1685
 RL1685                          STATION DESCRIPTION
 RL1685
 RL1685'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988
 RL1685'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND NATIONAL FOREST
 RL1685'HIGHWAY 16, GO NORTH ON FOREST HIGHWAY 16 FOR 2 MI (3.2 KM) TO THE
 RL1685'JUNCTION OF FOREST HIGHWAY 16 AND UNIVERSITY ROAD TO THE WEST, AND
 RL1685'145 FT (44.2 M) WEST OF CENTERLINE OF FOREST HIGHWAY 16, 59 FT (18.0
 RL1685'M) SOUTH OF THE CENTERLINE OF UNIVERSITY ROAD, 80 FT (24.4 M) SOUTH
 RL1685'OF POWER POLE NO. 25 AMP, 10 FT (3.0 M) NORTHEAST OF THE TREE LINE,
 RL1685'AND 2.5 FT (0.8 M) SOUTHWEST OF A ORANGE CARSONITE WITNESS POST, IN A
 RL1685'10-INCH DIAMETER CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 RL1685
 RL1685                          STATION RECOVERY (2002)
 RL1685
 RL1685'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0387 ***********************************************************************
 RL0387  DESIGNATION -  F 122
 RL0387  PID         -  RL0387
 RL0387  STATE/COUNTY-  MI/IRON
 RL0387  COUNTRY     -  US
 RL0387  USGS QUAD   -  KENTON (2017)
 RL0387
 RL0387                         *CURRENT SURVEY CONTROL
 RL0387  ______________________________________________________________________
 RL0387* NAD 83(1986) POSITION- 46 22 32.4    (N) 088 59 00.8    (W)   HD_HELD2
 RL0387* NAVD 88 ORTHO HEIGHT -   502.714 (meters)     1649.32  (feet) ADJUSTED
 RL0387  ______________________________________________________________________
 RL0387  GEOID HEIGHT    -        -31.792 (meters)                     GEOID18
 RL0387  DYNAMIC HEIGHT  -        502.723 (meters)     1649.35  (feet) COMP
 RL0387  MODELED GRAVITY -    980,614.7   (mgal)                       NAVD 88
 RL0387
 RL0387  VERT ORDER      -  SECOND    CLASS 0
 RL0387
 RL0387.The horizontal coordinates were established by autonomous hand held GPS
 RL0387.observations and have an estimated accuracy of +/- 10 meters.
 RL0387
 RL0387.The orthometric height was determined by differential leveling and
 RL0387.adjusted by the NATIONAL GEODETIC SURVEY
 RL0387.in June 1991.
 RL0387
 RL0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0387.GEOID18 height accuracy estimate available here.
 RL0387
 RL0387.Click photographs - Photos may exist for this station.
 RL0387
 RL0387.The dynamic height is computed by dividing the NAVD 88
 RL0387.geopotential number by the normal gravity value computed on the
 RL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0387.degrees latitude (g = 980.6199 gals.).
 RL0387
 RL0387.The modeled gravity was interpolated from observed gravity values.
 RL0387
 RL0387;                    North         East    Units  Estimated Accuracy
 RL0387;SPC MI N     -   178,888.    7,847,421.      MT  (+/- 10 meters HH2 GPS)
 RL0387
 RL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4745237699(NAD 83)
 RL0387
 RL0387                          SUPERSEDED SURVEY CONTROL
 RL0387
 RL0387  NGVD 29 (??/??/92)  502.727  (m)         1649.36   (f) ADJ UNCH    2 0
 RL0387
 RL0387.Superseded values are not recommended for survey control.
 RL0387
 RL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0387.See file dsdata.pdf to determine how the superseded data were derived.
 RL0387
 RL0387_MARKER: DB = BENCH MARK DISK
 RL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0387_STAMPING: F 122 1948
 RL0387_MARK LOGO: CGS
 RL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0387+STABILITY: SURFACE MOTION
 RL0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0387+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL0387
 RL0387  HISTORY     - Date     Condition        Report By
 RL0387  HISTORY     - 1948     MONUMENTED       CGS
 RL0387  HISTORY     - 20040720 GOOD             GEOCAC
 RL0387
 RL0387                          STATION DESCRIPTION
 RL0387
 RL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0387'6.6 MI SE FROM CALDERWOOD.
 RL0387'5.9 MILES SOUTH AND EAST ALONG A ROAD FROM THE ROAD JUNCTION AT
 RL0387'CALDERWOOD, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD,
 RL0387'ABOUT 0.55 MILE NORTHEAST OF THE IRON-ONTONAGON COUNTY LINE, AT
 RL0387'THE NORTHEAST END OF A LOW CUT, 130 FEET NORTHEAST OF THE TOP OF
 RL0387'A GRADE, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38
 RL0387'FEET SOUTHEAST AND ACROSS THE ROAD FROM A 14-INCH GRAY BIRCH
 RL0387'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 RL0387'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0387'4 INCHES.
 RL0387
 RL0387                          STATION RECOVERY (2004)
 RL0387
 RL0387'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0387'3.5 FT SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0350 ***********************************************************************
 RL0350  DESIGNATION -  F 123
 RL0350  PID         -  RL0350
 RL0350  STATE/COUNTY-  MI/IRON
 RL0350  COUNTRY     -  US
 RL0350  USGS QUAD   -  KENTON (2017)
 RL0350
 RL0350                         *CURRENT SURVEY CONTROL
 RL0350  ______________________________________________________________________
 RL0350* NAD 83(1986) POSITION- 46 23 34.     (N) 088 56 23.     (W)   SCALED
 RL0350* NAVD 88 ORTHO HEIGHT -   493.392 (meters)     1618.74  (feet) ADJUSTED
 RL0350  ______________________________________________________________________
 RL0350  GEOID HEIGHT    -        -31.901 (meters)                     GEOID18
 RL0350  DYNAMIC HEIGHT  -        493.402 (meters)     1618.77  (feet) COMP
 RL0350  MODELED GRAVITY -    980,617.8   (mgal)                       NAVD 88
 RL0350
 RL0350  VERT ORDER      -  SECOND    CLASS 0
 RL0350
 RL0350.The horizontal coordinates were scaled from a map and have
 RL0350.an estimated accuracy of +/- 6 seconds.
 RL0350
 RL0350.The orthometric height was determined by differential leveling and
 RL0350.adjusted by the NATIONAL GEODETIC SURVEY
 RL0350.in June 1991.
 RL0350
 RL0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0350.GEOID18 height accuracy estimate available here.
 RL0350
 RL0350.Click photographs - Photos may exist for this station.
 RL0350
 RL0350.The dynamic height is computed by dividing the NAVD 88
 RL0350.geopotential number by the normal gravity value computed on the
 RL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0350.degrees latitude (g = 980.6199 gals.).
 RL0350
 RL0350.The modeled gravity was interpolated from observed gravity values.
 RL0350
 RL0350;                    North         East    Units  Estimated Accuracy
 RL0350;SPC MI N     -   180,710.    7,850,840.      MT  (+/- 180 meters Scaled)
 RL0350
 RL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS508395(NAD 83)
 RL0350
 RL0350                          SUPERSEDED SURVEY CONTROL
 RL0350
 RL0350  NGVD 29 (??/??/92)  493.404  (m)         1618.78   (f) ADJ UNCH    2 0
 RL0350
 RL0350.Superseded values are not recommended for survey control.
 RL0350
 RL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0350.See file dsdata.pdf to determine how the superseded data were derived.
 RL0350
 RL0350_MARKER: DB = BENCH MARK DISK
 RL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0350_STAMPING: F 123 1948
 RL0350_MARK LOGO: CGS
 RL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0350+STABILITY: SURFACE MOTION
 RL0350
 RL0350  HISTORY     - Date     Condition        Report By
 RL0350  HISTORY     - 1948     MONUMENTED       CGS
 RL0350  HISTORY     - 1985     GOOD             NGS
 RL0350  HISTORY     - 20020613 GOOD             USPSQD
 RL0350  HISTORY     - 20040526 POOR             GEOCAC
 RL0350
 RL0350                          STATION DESCRIPTION
 RL0350
 RL0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0350'8.6 MI SW FROM KENTON.
 RL0350'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE
 RL0350'POST OFFICE AT KENTON, THENCE ABOUT 2.55 MILES SOUTHWEST ALONG
 RL0350'A GRAVEL ROAD, 0.55 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 RL0350'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH TO H. AND
 RL0350'N. HOWELLS HOUSE AND APPLE ORCHARD, 35 FEET NORTH OF THE CENTER
 RL0350'LINE OF THE ROAD, 22 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 RL0350'ROAD NORTH, 8.5 FEET NORTH-NORTHEAST OF A WOODED POST MARKED
 RL0350'3P11 S 36, AT THE SOUTHEAST CORNER OF A YOUNG GROVE OF PINES,
 RL0350'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0350'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0350'5 INCHES.
 RL0350
 RL0350                          STATION RECOVERY (1985)
 RL0350
 RL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0350'RECOVERED IN GOOD CONDITION.
 RL0350
 RL0350                          STATION RECOVERY (2002)
 RL0350
 RL0350'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0350'RECOVERED IN GOOD CONDITION.
 RL0350
 RL0350                          STATION RECOVERY (2004)
 RL0350
 RL0350'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0350'LOGGING OPERATIONS HAVE DESTROYED THE MARK.  FOUND CONCRETE POST
 RL0350'KNOCKED OVER PARALLEL WITH GROUND AND DAMAGED.  AREA IS CLEAR CUT.
 RL0350'METAL WTINESS POST SALVAGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0277 ***********************************************************************
 RL0277  DESIGNATION -  F 124
 RL0277  PID         -  RL0277
 RL0277  STATE/COUNTY-  MI/IRON
 RL0277  COUNTRY     -  US
 RL0277  USGS QUAD   -  BEECHWOOD (2017)
 RL0277
 RL0277                         *CURRENT SURVEY CONTROL
 RL0277  ______________________________________________________________________
 RL0277* NAD 83(1986) POSITION- 46 09 17.51   (N) 088 45 05.68   (W)   HD_HELD1
 RL0277* NAVD 88 ORTHO HEIGHT -   469.064 (meters)     1538.92  (feet) ADJUSTED
 RL0277  ______________________________________________________________________
 RL0277  GEOID HEIGHT    -        -31.893 (meters)                     GEOID18
 RL0277  DYNAMIC HEIGHT  -        469.069 (meters)     1538.94  (feet) COMP
 RL0277  MODELED GRAVITY -    980,610.2   (mgal)                       NAVD 88
 RL0277
 RL0277  VERT ORDER      -  SECOND    CLASS 0
 RL0277
 RL0277.The horizontal coordinates were determined by differentially corrected
 RL0277.hand held GPS observations or other comparable positioning techniques
 RL0277.and have an estimated accuracy of +/- 3 meters.
 RL0277
 RL0277.The orthometric height was determined by differential leveling and
 RL0277.adjusted by the NATIONAL GEODETIC SURVEY
 RL0277.in June 1991.
 RL0277
 RL0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0277.GEOID18 height accuracy estimate available here.
 RL0277
 RL0277.Click photographs - Photos may exist for this station.
 RL0277
 RL0277.The dynamic height is computed by dividing the NAVD 88
 RL0277.geopotential number by the normal gravity value computed on the
 RL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0277.degrees latitude (g = 980.6199 gals.).
 RL0277
 RL0277.The modeled gravity was interpolated from observed gravity values.
 RL0277
 RL0277;                    North         East    Units  Estimated Accuracy
 RL0277;SPC MI N     -   153,932.0   7,864,719.8     MT  (+/- 3 meters HH1 GPS) 
 RL0277
 RL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6475012745(NAD 83)
 RL0277
 RL0277                          SUPERSEDED SURVEY CONTROL
 RL0277
 RL0277  NGVD 29 (??/??/92)  469.071  (m)         1538.94   (f) ADJ UNCH    2 0
 RL0277
 RL0277.Superseded values are not recommended for survey control.
 RL0277
 RL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0277.See file dsdata.pdf to determine how the superseded data were derived.
 RL0277
 RL0277_MARKER: DB = BENCH MARK DISK
 RL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0277_STAMPING: F 124 1948
 RL0277_MARK LOGO: CGS
 RL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0277+STABILITY: SURFACE MOTION
 RL0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0277+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 RL0277
 RL0277  HISTORY     - Date     Condition        Report By
 RL0277  HISTORY     - 1948     MONUMENTED       CGS
 RL0277  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0277  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0277  HISTORY     - 20040425 GOOD             STS
 RL0277
 RL0277                          STATION DESCRIPTION
 RL0277
 RL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0277'0.4 MI SE FROM BEECHWOOD.
 RL0277'AT BEECHWOOD, ABOUT 0.45 MILE SOUTHEAST ALONG THE CHICAGO AND
 RL0277'NORTH WESTERN RAILWAY FROM THE STATION SIGN AND POST OFFICE
 RL0277'AT BEECHWOOD, AT THE CROSSING OF COUNTY HIGHWAY 436, 44.5 FEET
 RL0277'NORTHEAST OF THE NORTHEAST RAIL, 48 FEET NORTH OF THE CENTER LINE
 RL0277'OF HIGHWAY 436, 2.5 FEET SOUTHWEST OF A WIRE FENCE, 6 FEET
 RL0277'NORTHWEST OF A TELEPHONE POLE, 3.5 FEET WEST OF A FENCE CORNER,
 RL0277'32 FEET NORTHEAST OF THE CROSSING WARNING SIGN, 2.5 FEET BELOW
 RL0277'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0277'INCHES.
 RL0277
 RL0277                          STATION RECOVERY (1997)
 RL0277
 RL0277'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0277'MARK NOT FOUND.
 RL0277
 RL0277                          STATION RECOVERY (2002)
 RL0277
 RL0277'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0277'MARK NOT FOUND.
 RL0277
 RL0277                          STATION RECOVERY (2004)
 RL0277
 RL0277'RECOVERY NOTE BY STS CONSULTANTS 2004 (RDS)
 RL0277'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0465 ***********************************************************************
 RL0465  DESIGNATION -  F 125
 RL0465  PID         -  RL0465
 RL0465  STATE/COUNTY-  MI/IRON
 RL0465  COUNTRY     -  US
 RL0465  USGS QUAD   -  GAASTRA (2017)
 RL0465
 RL0465                         *CURRENT SURVEY CONTROL
 RL0465  ______________________________________________________________________
 RL0465* NAD 83(1986) POSITION- 46 06 19.     (N) 088 33 43.     (W)   SCALED
 RL0465* NAVD 88 ORTHO HEIGHT -   505.394 (meters)     1658.11  (feet) ADJUSTED
 RL0465  ______________________________________________________________________
 RL0465  GEOID HEIGHT    -        -32.258 (meters)                     GEOID18
 RL0465  DYNAMIC HEIGHT  -        505.400 (meters)     1658.13  (feet) COMP
 RL0465  MODELED GRAVITY -    980,609.6   (mgal)                       NAVD 88
 RL0465
 RL0465  VERT ORDER      -  SECOND    CLASS 0
 RL0465
 RL0465.The horizontal coordinates were scaled from a map and have
 RL0465.an estimated accuracy of +/- 6 seconds.
 RL0465
 RL0465.The orthometric height was determined by differential leveling and
 RL0465.adjusted by the NATIONAL GEODETIC SURVEY
 RL0465.in June 1991.
 RL0465
 RL0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0465.GEOID18 height accuracy estimate available here.
 RL0465
 RL0465.Click photographs - Photos may exist for this station.
 RL0465
 RL0465.The dynamic height is computed by dividing the NAVD 88
 RL0465.geopotential number by the normal gravity value computed on the
 RL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0465.degrees latitude (g = 980.6199 gals.).
 RL0465
 RL0465.The modeled gravity was interpolated from observed gravity values.
 RL0465
 RL0465;                    North         East    Units  Estimated Accuracy
 RL0465;SPC MI N     -   148,120.    7,879,260.      MT  (+/- 180 meters Scaled)
 RL0465
 RL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS792069(NAD 83)
 RL0465
 RL0465                          SUPERSEDED SURVEY CONTROL
 RL0465
 RL0465  NGVD 29 (??/??/92)  505.382  (m)         1658.07   (f) ADJ UNCH    2 0
 RL0465
 RL0465.Superseded values are not recommended for survey control.
 RL0465
 RL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0465.See file dsdata.pdf to determine how the superseded data were derived.
 RL0465
 RL0465_MARKER: DB = BENCH MARK DISK
 RL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0465_STAMPING: F 125 1948
 RL0465_MARK LOGO: CGS
 RL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0465+STABILITY: SURFACE MOTION
 RL0465
 RL0465  HISTORY     - Date     Condition        Report By
 RL0465  HISTORY     - 1948     MONUMENTED       CGS
 RL0465  HISTORY     - 20020614 GOOD             USPSQD
 RL0465
 RL0465                          STATION DESCRIPTION
 RL0465
 RL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0465'0.1 MI SE FROM MAPLETON.
 RL0465'AT MAPLETON, ABOUT 0.1 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 2
 RL0465'FROM THE BATES TOWNSHIP HALL, 375 FEET SOUTHEAST OF THE JUNCTION
 RL0465'OF THE OLD AND NEW HIGHWAY, 151 FEET WEST-NORTHWEST OF THE TOP
 RL0465'OF A GRADE AND THE JUNCTION OF DRIVES NORTHEAST AND SOUTHWEST
 RL0465'TO HOUSES, 34.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0465'AT THE NORTHWEST END OF A 2-FOOT CUT, 11.5 FEET SOUTH-SOUTHWEST
 RL0465'OF A 28-INCH ELM TREE, 27 FEET SOUTHEAST OF A TELEPHONE POLE,
 RL0465'1.5 FEET NORTHEAST OF A WIRE FENCE, 3 FEET NORTHWEST OF A WHITE
 RL0465'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET
 RL0465'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0465
 RL0465                          STATION RECOVERY (2002)
 RL0465
 RL0465'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0371 ***********************************************************************
 RL0371  DESIGNATION -  F 126
 RL0371  PID         -  RL0371
 RL0371  STATE/COUNTY-  MI/IRON
 RL0371  COUNTRY     -  US
 RL0371  USGS QUAD   -  PERCH LAKE (2017)
 RL0371
 RL0371                         *CURRENT SURVEY CONTROL
 RL0371  ______________________________________________________________________
 RL0371* NAD 83(1986) POSITION- 46 18 05.98   (N) 088 39 32.12   (W)   HD_HELD1
 RL0371* NAVD 88 ORTHO HEIGHT -   487.152 (meters)     1598.26  (feet) ADJUSTED
 RL0371  ______________________________________________________________________
 RL0371  GEOID HEIGHT    -        -32.096 (meters)                     GEOID18
 RL0371  DYNAMIC HEIGHT  -        487.164 (meters)     1598.30  (feet) COMP
 RL0371  MODELED GRAVITY -    980,623.6   (mgal)                       NAVD 88
 RL0371
 RL0371  VERT ORDER      -  SECOND    CLASS 0
 RL0371
 RL0371.The horizontal coordinates were determined by differentially corrected
 RL0371.hand held GPS observations or other comparable positioning techniques
 RL0371.and have an estimated accuracy of +/- 3 meters.
 RL0371
 RL0371.The orthometric height was determined by differential leveling and
 RL0371.adjusted by the NATIONAL GEODETIC SURVEY
 RL0371.in June 1991.
 RL0371
 RL0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0371.GEOID18 height accuracy estimate available here.
 RL0371
 RL0371.Click photographs - Photos may exist for this station.
 RL0371
 RL0371.The dynamic height is computed by dividing the NAVD 88
 RL0371.geopotential number by the normal gravity value computed on the
 RL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0371.degrees latitude (g = 980.6199 gals.).
 RL0371
 RL0371.The modeled gravity was interpolated from observed gravity values.
 RL0371
 RL0371;                    North         East    Units  Estimated Accuracy
 RL0371;SPC MI N     -   170,090.2   7,872,216.3     MT  (+/- 3 meters HH1 GPS) 
 RL0371
 RL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7224628902(NAD 83)
 RL0371
 RL0371                          SUPERSEDED SURVEY CONTROL
 RL0371
 RL0371  NGVD 29 (??/??/92)  487.151  (m)         1598.26   (f) ADJ UNCH    2 0
 RL0371
 RL0371.Superseded values are not recommended for survey control.
 RL0371
 RL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0371.See file dsdata.pdf to determine how the superseded data were derived.
 RL0371
 RL0371_MARKER: DB = BENCH MARK DISK
 RL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0371_STAMPING: F 126 1948
 RL0371_MARK LOGO: CGS
 RL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0371+STABILITY: SURFACE MOTION
 RL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0371+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 RL0371
 RL0371  HISTORY     - Date     Condition        Report By
 RL0371  HISTORY     - 1948     MONUMENTED       CGS
 RL0371  HISTORY     - 19970625 GOOD             USPSQD
 RL0371  HISTORY     - 20040805 GOOD             GEOCAC
 RL0371
 RL0371                          STATION DESCRIPTION
 RL0371
 RL0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0371'6.4 MI N FROM GIBBS CITY.
 RL0371'6.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0371'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.1 MILE NORTH
 RL0371'OF THE JUNCTION OF A ROAD NORTHEAST TO PERCH LAKE LOOKOUT TOWER,
 RL0371'AT A CURVE IN THE ROAD WITH TANGENTS SOUTH AND NORTHWEST AND THE
 RL0371'JUNCTION OF A ROAD LEADING SOUTHEAST TO CONNECT TO THE ROAD
 RL0371'NORTHEAST TO THE LOOKOUT TOWER, AT THE NORTHWEST END OF A
 RL0371'SHORT 4-FOOT CUT ON ROAD SOUTHEAST, 22 FEET NORTHEAST OF THE
 RL0371'CENTER LINE OF THE ROAD SOUTHEAST, 71.5 FEET EAST OF THE CENTER
 RL0371'LINE OF THE MAIN ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0371'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 RL0371'POST PROJECTING 4 INCHES.
 RL0371
 RL0371                          STATION RECOVERY (1997)
 RL0371
 RL0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0371'RECOVERED IN GOOD CONDITION.
 RL0371
 RL0371                          STATION RECOVERY (2004)
 RL0371
 RL0371'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0371'NOTE--ROAD TO THE SE HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0309 ***********************************************************************
 RL0309  DESIGNATION -  F 127
 RL0309  PID         -  RL0309
 RL0309  STATE/COUNTY-  MI/IRON
 RL0309  COUNTRY     -  US
 RL0309  USGS QUAD   -  TUNIS (2017)
 RL0309
 RL0309                         *CURRENT SURVEY CONTROL
 RL0309  ______________________________________________________________________
 RL0309* NAD 83(1986) POSITION- 46 23 27.     (N) 088 32 07.     (W)   SCALED
 RL0309* NAVD 88 ORTHO HEIGHT -   462.792 (meters)     1518.34  (feet) ADJUSTED
 RL0309  ______________________________________________________________________
 RL0309  GEOID HEIGHT    -        -32.356 (meters)                     GEOID18
 RL0309  DYNAMIC HEIGHT  -        462.812 (meters)     1518.41  (feet) COMP
 RL0309  MODELED GRAVITY -    980,642.1   (mgal)                       NAVD 88
 RL0309
 RL0309  VERT ORDER      -  SECOND    CLASS 0
 RL0309
 RL0309.The horizontal coordinates were scaled from a map and have
 RL0309.an estimated accuracy of +/- 6 seconds.
 RL0309
 RL0309.The orthometric height was determined by differential leveling and
 RL0309.adjusted by the NATIONAL GEODETIC SURVEY
 RL0309.in June 1991.
 RL0309
 RL0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0309.GEOID18 height accuracy estimate available here.
 RL0309
 RL0309.Click photographs - Photos may exist for this station.
 RL0309
 RL0309.The dynamic height is computed by dividing the NAVD 88
 RL0309.geopotential number by the normal gravity value computed on the
 RL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0309.degrees latitude (g = 980.6199 gals.).
 RL0309
 RL0309.The modeled gravity was interpolated from observed gravity values.
 RL0309
 RL0309;                    North         East    Units  Estimated Accuracy
 RL0309;SPC MI N     -   179,810.    7,881,930.      MT  (+/- 180 meters Scaled)
 RL0309
 RL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS819386(NAD 83)
 RL0309
 RL0309                          SUPERSEDED SURVEY CONTROL
 RL0309
 RL0309  NGVD 29 (??/??/92)  462.783  (m)         1518.31   (f) ADJ UNCH    2 0
 RL0309
 RL0309.Superseded values are not recommended for survey control.
 RL0309
 RL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0309.See file dsdata.pdf to determine how the superseded data were derived.
 RL0309
 RL0309_MARKER: DB = BENCH MARK DISK
 RL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0309_STAMPING: F 127 1948
 RL0309_MARK LOGO: CGS
 RL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0309+STABILITY: SURFACE MOTION
 RL0309
 RL0309  HISTORY     - Date     Condition        Report By
 RL0309  HISTORY     - 1948     MONUMENTED       CGS
 RL0309  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0309
 RL0309                          STATION DESCRIPTION
 RL0309
 RL0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0309'0.5 MI NW FROM PARK SIDING.
 RL0309'0.5 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0309'PACIFIC RAILWAY FROM THE STATION AT PARK SIDING, AT A PUBLIC
 RL0309'EAST-WEST ROAD CROSSING, ABOUT 1 POLE SOUTHEAST OF MILE POLE
 RL0309'349, 96 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET NORTHWEST
 RL0309'OF THE CENTER LINE OF THE ROAD, 124 FEET WEST OF THE CENTER
 RL0309'OF THE CROSSING, 1 FOOT EAST OF A ROCK PAINTED B M, 1.5 FEET
 RL0309'BELOW THE ROAD, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 RL0309'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0309
 RL0309                          STATION RECOVERY (1982)
 RL0309
 RL0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0667 ***********************************************************************
 RL0667  DESIGNATION -  F 128
 RL0667  PID         -  RL0667
 RL0667  STATE/COUNTY-  MI/BARAGA
 RL0667  COUNTRY     -  US
 RL0667  USGS QUAD   -  COVINGTON (2017)
 RL0667
 RL0667                         *CURRENT SURVEY CONTROL
 RL0667  ______________________________________________________________________
 RL0667* NAD 83(1986) POSITION- 46 33 00.4    (N) 088 31 46.0    (W)   HD_HELD2
 RL0667* NAVD 88 ORTHO HEIGHT -   496.272 (meters)     1628.19  (feet) ADJUSTED
 RL0667  ______________________________________________________________________
 RL0667  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 RL0667  DYNAMIC HEIGHT  -        496.285 (meters)     1628.23  (feet) COMP
 RL0667  MODELED GRAVITY -    980,623.7   (mgal)                       NAVD 88
 RL0667
 RL0667  VERT ORDER      -  FIRST     CLASS II
 RL0667
 RL0667.The horizontal coordinates were established by autonomous hand held GPS
 RL0667.observations and have an estimated accuracy of +/- 10 meters.
 RL0667
 RL0667.The orthometric height was determined by differential leveling and
 RL0667.adjusted by the NATIONAL GEODETIC SURVEY
 RL0667.in June 1991.
 RL0667
 RL0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0667.GEOID18 height accuracy estimate available here.
 RL0667
 RL0667.Click photographs - Photos may exist for this station.
 RL0667
 RL0667.The dynamic height is computed by dividing the NAVD 88
 RL0667.geopotential number by the normal gravity value computed on the
 RL0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0667.degrees latitude (g = 980.6199 gals.).
 RL0667
 RL0667.The modeled gravity was interpolated from observed gravity values.
 RL0667
 RL0667;                    North         East    Units  Estimated Accuracy
 RL0667;SPC MI N     -   197,500.    7,882,721.      MT  (+/- 10 meters HH2 GPS)
 RL0667
 RL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8275156307(NAD 83)
 RL0667
 RL0667                          SUPERSEDED SURVEY CONTROL
 RL0667
 RL0667  NGVD 29 (??/??/92)  496.254  (m)         1628.13   (f) ADJ UNCH    1 2
 RL0667
 RL0667.Superseded values are not recommended for survey control.
 RL0667
 RL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0667.See file dsdata.pdf to determine how the superseded data were derived.
 RL0667
 RL0667_MARKER: DB = BENCH MARK DISK
 RL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0667_STAMPING: F 128 1948
 RL0667_MARK LOGO: CGS
 RL0667_PROJECTION: FLUSH
 RL0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0667+STABILITY: SURFACE MOTION
 RL0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0667+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2009
 RL0667
 RL0667  HISTORY     - Date     Condition        Report By
 RL0667  HISTORY     - 1948     MONUMENTED       CGS
 RL0667  HISTORY     - 1985     GOOD             NGS
 RL0667  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0667  HISTORY     - 19990920 GOOD             USPSQD
 RL0667  HISTORY     - 20070824 GOOD             GEOCAC
 RL0667  HISTORY     - 20090608 GOOD             MIDT
 RL0667
 RL0667                          STATION DESCRIPTION
 RL0667
 RL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0667'0.8 MI NE FROM COVINGTON.
 RL0667'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION
 RL0667'AT COVINGTON, IN THE NORTHEAST QUARTER OF THE INTESECTION WITH
 RL0667'STENSON ROAD LEADING NORTH, 73 FEET NORTH-NORTHWEST OF THE
 RL0667'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE
 RL0667'OF THE ROAD NORTH, 6 FEET SOUTHWEST OF POWER POLE NO. C 35 N
 RL0667'41 268, 1 1/2 FEET SOUTH OF FENCE LINE, 3 FEET EAST OF A WHITE
 RL0667'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 RL0667'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0667
 RL0667                          STATION RECOVERY (1985)
 RL0667
 RL0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0667'RECOVERED IN GOOD CONDITION.
 RL0667
 RL0667                          STATION RECOVERY (1992)
 RL0667
 RL0667'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0667'MARK NOT FOUND.
 RL0667
 RL0667                          STATION RECOVERY (1999)
 RL0667
 RL0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL0667'RECOVERED IN GOOD CONDITION.
 RL0667
 RL0667                          STATION RECOVERY (2007)
 RL0667
 RL0667'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0667'RECOVERED IN GOOD CONDITION.
 RL0667
 RL0667                          STATION RECOVERY (2009)
 RL0667
 RL0667'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0667'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0653 ***********************************************************************
 RL0653  DESIGNATION -  F 129
 RL0653  PID         -  RL0653
 RL0653  STATE/COUNTY-  MI/BARAGA
 RL0653  COUNTRY     -  US
 RL0653  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0653
 RL0653                         *CURRENT SURVEY CONTROL
 RL0653  ______________________________________________________________________
 RL0653* NAD 83(1986) POSITION- 46 42 12.     (N) 088 35 22.     (W)   SCALED
 RL0653* NAVD 88 ORTHO HEIGHT -   290.586 (meters)      953.36  (feet) ADJUSTED
 RL0653  ______________________________________________________________________
 RL0653  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 RL0653  DYNAMIC HEIGHT  -        290.598 (meters)      953.40  (feet) COMP
 RL0653  MODELED GRAVITY -    980,645.8   (mgal)                       NAVD 88
 RL0653
 RL0653  VERT ORDER      -  SECOND    CLASS 0
 RL0653
 RL0653.The horizontal coordinates were scaled from a map and have
 RL0653.an estimated accuracy of +/- 6 seconds.
 RL0653
 RL0653.The orthometric height was determined by differential leveling and
 RL0653.adjusted by the NATIONAL GEODETIC SURVEY
 RL0653.in June 1991.
 RL0653
 RL0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0653.GEOID18 height accuracy estimate available here.
 RL0653
 RL0653.Click photographs - Photos may exist for this station.
 RL0653
 RL0653.The dynamic height is computed by dividing the NAVD 88
 RL0653.geopotential number by the normal gravity value computed on the
 RL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0653.degrees latitude (g = 980.6199 gals.).
 RL0653
 RL0653.The modeled gravity was interpolated from observed gravity values.
 RL0653
 RL0653;                    North         East    Units  Estimated Accuracy
 RL0653;SPC MI N     -   214,620.    7,878,460.      MT  (+/- 180 meters Scaled)
 RL0653
 RL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784734(NAD 83)
 RL0653
 RL0653                          SUPERSEDED SURVEY CONTROL
 RL0653
 RL0653  NGVD 29 (??/??/92)  290.555  (m)          953.26   (f) ADJ UNCH    2 0
 RL0653
 RL0653.Superseded values are not recommended for survey control.
 RL0653
 RL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0653.See file dsdata.pdf to determine how the superseded data were derived.
 RL0653
 RL0653_MARKER: DB = BENCH MARK DISK
 RL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0653_STAMPING: F 129 1948
 RL0653_MARK LOGO: CGS
 RL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0653+STABILITY: SURFACE MOTION
 RL0653
 RL0653  HISTORY     - Date     Condition        Report By
 RL0653  HISTORY     - 1948     MONUMENTED       CGS
 RL0653  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0653  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0653
 RL0653                          STATION DESCRIPTION
 RL0653
 RL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0653'6.8 MI SW FROM BARAGA.
 RL0653'6.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0653'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0653'BARAGA, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF A TRAIL
 RL0653'SOUTHEAST, 0.1 MILE SOUTH OF A DIM TRAIL SOUTHEAST, AT THE
 RL0653'OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS NORTH AND SOUTHWEST,
 RL0653'29.5 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RL0653'SOUTHWEST OF A TRIPLE TRIANGULAR BLAZED 3-INCH MAPLE TREE, 56
 RL0653'FEET SOUTHEAST AND ACROSS THE ROAD FROM A 4-INCH SPRUCE TREE,
 RL0653'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0653'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL0653'INCHES.
 RL0653
 RL0653                          STATION RECOVERY (1982)
 RL0653
 RL0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0653'MARK NOT FOUND.
 RL0653
 RL0653                          STATION RECOVERY (1992)
 RL0653
 RL0653'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0653'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0148 ***********************************************************************
 PL0148  DESIGNATION -  F 13
 PL0148  PID         -  PL0148
 PL0148  STATE/COUNTY-  MI/CRAWFORD
 PL0148  COUNTRY     -  US
 PL0148  USGS QUAD   -  GRAYLING (2017)
 PL0148
 PL0148                         *CURRENT SURVEY CONTROL
 PL0148  ______________________________________________________________________
 PL0148* NAD 83(1986) POSITION- 44 44 06.     (N) 084 44 58.     (W)   SCALED
 PL0148* NAVD 88 ORTHO HEIGHT -   360.522 (meters)     1182.81  (feet) ADJUSTED
 PL0148  ______________________________________________________________________
 PL0148  GEOID HEIGHT    -        -34.465 (meters)                     GEOID18
 PL0148  DYNAMIC HEIGHT  -        360.476 (meters)     1182.66  (feet) COMP
 PL0148  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 PL0148
 PL0148  VERT ORDER      -  FIRST     CLASS II
 PL0148
 PL0148.The horizontal coordinates were scaled from a map and have
 PL0148.an estimated accuracy of +/- 6 seconds.
 PL0148
 PL0148.The orthometric height was determined by differential leveling and
 PL0148.adjusted by the NATIONAL GEODETIC SURVEY
 PL0148.in June 1991.
 PL0148
 PL0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0148.GEOID18 height accuracy estimate available here.
 PL0148
 PL0148.Click photographs - Photos may exist for this station.
 PL0148
 PL0148.The dynamic height is computed by dividing the NAVD 88
 PL0148.geopotential number by the normal gravity value computed on the
 PL0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0148.degrees latitude (g = 980.6199 gals.).
 PL0148
 PL0148.The modeled gravity was interpolated from observed gravity values.
 PL0148
 PL0148;                    North         East    Units  Estimated Accuracy
 PL0148;SPC MI C     -   157,680.    5,969,680.      MT  (+/- 180 meters Scaled)
 PL0148
 PL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ781559(NAD 83)
 PL0148
 PL0148                          SUPERSEDED SURVEY CONTROL
 PL0148
 PL0148  NGVD 29 (??/??/92)  360.619  (m)         1183.13   (f) ADJ UNCH    1 2
 PL0148
 PL0148.Superseded values are not recommended for survey control.
 PL0148
 PL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0148.See file dsdata.pdf to determine how the superseded data were derived.
 PL0148
 PL0148_MARKER: DB = BENCH MARK DISK
 PL0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0148_STAMPING: ELEV. 1183.131 FT F 13 1916
 PL0148_MARK LOGO: CGS
 PL0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0148+STABILITY: SURFACE MOTION
 PL0148
 PL0148  HISTORY     - Date     Condition        Report By
 PL0148  HISTORY     - 1916     MONUMENTED       CGS
 PL0148  HISTORY     - 1949     GOOD             CGS
 PL0148  HISTORY     - 1976     POOR             NGS
 PL0148  HISTORY     - 19930822 MARK NOT FOUND   USPSQD
 PL0148
 PL0148                          STATION DESCRIPTION
 PL0148
 PL0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0148'3 MI S FROM FREDERIC.
 PL0148'3.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0148'CRAWFORD COUNTY, AT MILEPOST 84, 43.7 FEET EAST OF THE EAST RAIL,
 PL0148'AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PL0148'ELEV. 1183.131 FT. F 13 1916 AND SET IN THE TOP OF A CONCRETE
 PL0148'POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0148
 PL0148                          STATION RECOVERY (1976)
 PL0148
 PL0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0148'3.0 MILES SOUTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH COUNTY ROAD
 PL0148'612 IN FREDERIC, 43.7 FEET EAST OF THE EAST RAIL OF NEW YORK CENTRAL
 PL0148'RAILROAD, 37.5 FEET WEST OF THE CENTER OF THE HIGHWAY AND 27 FEET
 PL0148'EAST OF MILE POST BC 98.
 PL0148
 PL0148                          STATION RECOVERY (1993)
 PL0148
 PL0148'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 PL0148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1364 ***********************************************************************
 RL1364  DESIGNATION -  F 131
 RL1364  PID         -  RL1364
 RL1364  STATE/COUNTY-  MI/ONTONAGON
 RL1364  COUNTRY     -  US
 RL1364  USGS QUAD   -  BERGLAND NE (2017)
 RL1364
 RL1364                         *CURRENT SURVEY CONTROL
 RL1364  ______________________________________________________________________
 RL1364* NAD 83(1986) POSITION- 46 39 54.3    (N) 089 33 33.4    (W)   HD_HELD2
 RL1364* NAVD 88 ORTHO HEIGHT -   421.351 (meters)     1382.38  (feet) ADJUSTED
 RL1364  ______________________________________________________________________
 RL1364  GEOID HEIGHT    -        -30.886 (meters)                     GEOID18
 RL1364  DYNAMIC HEIGHT  -        421.388 (meters)     1382.50  (feet) COMP
 RL1364  MODELED GRAVITY -    980,688.8   (mgal)                       NAVD 88
 RL1364
 RL1364  VERT ORDER      -  SECOND    CLASS 0
 RL1364
 RL1364.The horizontal coordinates were established by autonomous hand held GPS
 RL1364.observations and have an estimated accuracy of +/- 10 meters.
 RL1364
 RL1364.The orthometric height was determined by differential leveling and
 RL1364.adjusted by the NATIONAL GEODETIC SURVEY
 RL1364.in June 1991.
 RL1364
 RL1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1364.GEOID18 height accuracy estimate available here.
 RL1364
 RL1364.Click photographs - Photos may exist for this station.
 RL1364
 RL1364.The dynamic height is computed by dividing the NAVD 88
 RL1364.geopotential number by the normal gravity value computed on the
 RL1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1364.degrees latitude (g = 980.6199 gals.).
 RL1364
 RL1364.The modeled gravity was interpolated from observed gravity values.
 RL1364
 RL1364;                    North         East    Units  Estimated Accuracy
 RL1364;SPC MI N     -   212,309.    7,804,187.      MT  (+/- 10 meters HH2 GPS)
 RL1364
 RL1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0422071128(NAD 83)
 RL1364
 RL1364                          SUPERSEDED SURVEY CONTROL
 RL1364
 RL1364  NGVD 29 (??/??/92)  421.365  (m)         1382.43   (f) ADJ UNCH    2 0
 RL1364
 RL1364.Superseded values are not recommended for survey control.
 RL1364
 RL1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1364.See file dsdata.pdf to determine how the superseded data were derived.
 RL1364
 RL1364_MARKER: DB = BENCH MARK DISK
 RL1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1364_STAMPING: F 131 1948
 RL1364_MARK LOGO: CGS
 RL1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1364+STABILITY: SURFACE MOTION
 RL1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1364+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 RL1364
 RL1364  HISTORY     - Date     Condition        Report By
 RL1364  HISTORY     - 1948     MONUMENTED       CGS
 RL1364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1364  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1364  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1364  HISTORY     - 20061022 GOOD             GEOCAC
 RL1364
 RL1364                          STATION DESCRIPTION
 RL1364
 RL1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1364'6.3 MI S FROM WHITE PINE.
 RL1364'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL AT
 RL1364'WHITE PINE, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 153
 RL1364'FEET NORTH OF THE EAST END OF AN 18-INCH PIPE CULVERT, 5 FEET
 RL1364'NORTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 RL1364'9 FEET SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH HEMLOCK TREE,
 RL1364'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 RL1364'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1364'8 INCHES.
 RL1364
 RL1364                          STATION RECOVERY (1987)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1364'MARK NOT FOUND.
 RL1364
 RL1364                          STATION RECOVERY (1995)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1364'MARK NOT FOUND.
 RL1364
 RL1364                          STATION RECOVERY (2004)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1364'MARK NOT FOUND.
 RL1364
 RL1364                          STATION RECOVERY (2006)
 RL1364
 RL1364'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 RL1364'ABOUT 3.8 MILE SOUTH ALONG A GRAVEL ROAD (OLD HWY 64) FROM ITS
 RL1364'JUNCTION WITH STATE HWY 64 TO MARK ON LEFT. 0.1 MILE NORTH OF A T-ROAD
 RL1364'SOUTHEAST AND 1 FT EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1402 ***********************************************************************
 RL1402  DESIGNATION -  F 132
 RL1402  PID         -  RL1402
 RL1402  STATE/COUNTY-  MI/GOGEBIC
 RL1402  COUNTRY     -  US
 RL1402  USGS QUAD   -  THOMASTON (2017)
 RL1402
 RL1402                         *CURRENT SURVEY CONTROL
 RL1402  ______________________________________________________________________
 RL1402* NAD 83(1986) POSITION- 46 30 56.7    (N) 089 55 47.5    (W)   HD_HELD2
 RL1402* NAVD 88 ORTHO HEIGHT -   413.599 (meters)     1356.95  (feet) ADJUSTED
 RL1402  ______________________________________________________________________
 RL1402  GEOID HEIGHT    -        -30.669 (meters)                     GEOID18
 RL1402  DYNAMIC HEIGHT  -        413.624 (meters)     1357.03  (feet) COMP
 RL1402  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 RL1402
 RL1402  VERT ORDER      -  SECOND    CLASS 0
 RL1402
 RL1402.The horizontal coordinates were established by autonomous hand held GPS
 RL1402.observations and have an estimated accuracy of +/- 10 meters.
 RL1402
 RL1402.The orthometric height was determined by differential leveling and
 RL1402.adjusted by the NATIONAL GEODETIC SURVEY
 RL1402.in June 1991.
 RL1402
 RL1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1402.GEOID18 height accuracy estimate available here.
 RL1402
 RL1402.Click photographs - Photos may exist for this station.
 RL1402
 RL1402.The dynamic height is computed by dividing the NAVD 88
 RL1402.geopotential number by the normal gravity value computed on the
 RL1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1402.degrees latitude (g = 980.6199 gals.).
 RL1402
 RL1402.The modeled gravity was interpolated from observed gravity values.
 RL1402
 RL1402;                    North         East    Units  Estimated Accuracy
 RL1402;SPC MI N     -   196,703.    7,775,232.      MT  (+/- 10 meters HH2 GPS)
 RL1402
 RL1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7525655524(NAD 83)
 RL1402
 RL1402                          SUPERSEDED SURVEY CONTROL
 RL1402
 RL1402  NGVD 29 (??/??/92)  413.614  (m)         1357.00   (f) ADJ UNCH    2 0
 RL1402
 RL1402.Superseded values are not recommended for survey control.
 RL1402
 RL1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1402.See file dsdata.pdf to determine how the superseded data were derived.
 RL1402
 RL1402_MARKER: DB = BENCH MARK DISK
 RL1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1402_SP_SET: BUILDING
 RL1402_STAMPING: F 132 1948
 RL1402_MARK LOGO: CGS
 RL1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1402+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1402
 RL1402  HISTORY     - Date     Condition        Report By
 RL1402  HISTORY     - 1948     MONUMENTED       CGS
 RL1402  HISTORY     - 1985     GOOD             NGS
 RL1402  HISTORY     - 1988     GOOD             USPSQD
 RL1402  HISTORY     - 20030822 GOOD             USPSQD
 RL1402
 RL1402                          STATION DESCRIPTION
 RL1402
 RL1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1402'AT THOMASON.
 RL1402'AT THOMASTON, SET VERTICALLY IN THE SOUTHEAST FACE AT SOUTH
 RL1402'CORNER OF BRICK WALL OF TOWNSHIP HALL, 1 FOOT NORTHEAST OF SOUTH
 RL1402'CORNER AND 3.1 FEET ABOVE THE GROUND.
 RL1402
 RL1402                          STATION RECOVERY (1985)
 RL1402
 RL1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1402'RECOVERED IN GOOD CONDITION.
 RL1402
 RL1402                          STATION RECOVERY (1988)
 RL1402
 RL1402'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1402'RECOVERED IN GOOD CONDITION.
 RL1402
 RL1402                          STATION RECOVERY (2003)
 RL1402
 RL1402'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1402'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE WEST
 RL1402'OF THE JUNCTION OF COUNTY ROAD 519 TURNING NORTH WITH JOHNSON ROAD
 RL1402'HEADING EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0042 ***********************************************************************
 RM0042  DESIGNATION -  F 133
 RM0042  PID         -  RM0042
 RM0042  STATE/COUNTY-  MI/GOGEBIC
 RM0042  COUNTRY     -  US
 RM0042  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0042
 RM0042                         *CURRENT SURVEY CONTROL
 RM0042  ______________________________________________________________________
 RM0042* NAD 83(1986) POSITION- 46 34 44.     (N) 090 10 40.     (W)   SCALED
 RM0042* NAVD 88 ORTHO HEIGHT -   355.413 (meters)     1166.05  (feet) ADJUSTED
 RM0042  ______________________________________________________________________
 RM0042  GEOID HEIGHT    -        -30.598 (meters)                     GEOID18
 RM0042  DYNAMIC HEIGHT  -        355.450 (meters)     1166.17  (feet) COMP
 RM0042  MODELED GRAVITY -    980,708.7   (mgal)                       NAVD 88
 RM0042
 RM0042  VERT ORDER      -  SECOND    CLASS 0
 RM0042
 RM0042.The horizontal coordinates were scaled from a map and have
 RM0042.an estimated accuracy of +/- 6 seconds.
 RM0042
 RM0042.The orthometric height was determined by differential leveling and
 RM0042.adjusted by the NATIONAL GEODETIC SURVEY
 RM0042.in June 1991.
 RM0042
 RM0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0042.GEOID18 height accuracy estimate available here.
 RM0042
 RM0042.Click photographs - Photos may exist for this station.
 RM0042
 RM0042.The dynamic height is computed by dividing the NAVD 88
 RM0042.geopotential number by the normal gravity value computed on the
 RM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0042.degrees latitude (g = 980.6199 gals.).
 RM0042
 RM0042.The modeled gravity was interpolated from observed gravity values.
 RM0042
 RM0042;                    North         East    Units  Estimated Accuracy
 RM0042;SPC MI N     -   204,450.    7,756,500.      MT  (+/- 180 meters Scaled)
 RM0042
 RM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM162622(NAD 83)
 RM0042
 RM0042                          SUPERSEDED SURVEY CONTROL
 RM0042
 RM0042  NGVD 29 (??/??/92)  355.443  (m)         1166.15   (f) ADJ UNCH    2 0
 RM0042
 RM0042.Superseded values are not recommended for survey control.
 RM0042
 RM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0042.See file dsdata.pdf to determine how the superseded data were derived.
 RM0042
 RM0042_MARKER: DB = BENCH MARK DISK
 RM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0042_STAMPING: F 133 1948
 RM0042_MARK LOGO: CGS
 RM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0042+STABILITY: SURFACE MOTION
 RM0042
 RM0042  HISTORY     - Date     Condition        Report By
 RM0042  HISTORY     - 1948     MONUMENTED       CGS
 RM0042  HISTORY     - 1955     MARK NOT FOUND   USGS
 RM0042  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0042  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0042
 RM0042                          STATION DESCRIPTION
 RM0042
 RM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0042'5.7 MI NW FROM NORTH IRONWOOD.
 RM0042'ABOUT 5.7 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0042'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0042'IRONWOOD, ABOUT 0.7 MILE NORTH OF A BRIDGE OVER MUD CREEK, AT A
 RM0042'CURVE IN THE ROAD WITH TANGENTS SOUTH AND WEST, ABOUT 110 YARDS
 RM0042'WEST OF THE SOUTH TANGENT OF THE ROAD, 9 1/2 FEET EAST OF THE 1ST
 RM0042'POWER POLE WEST OF THE CURVE, 37 FEET EAST OF THE PROLONGED CENTER
 RM0042'LINE OF A DRIVE NORTH TO A FARM HOUSE, 87 FEET SOUTH-SOUTHEAST AND
 RM0042'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A 1-CAR GARAGE, 34
 RM0042'FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE ROAD, 1
 RM0042'FOOT NORTH OF THE FENCE LINE, 2 FEET ABOVE THE ROAD AND SET IN
 RM0042'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RM0042
 RM0042                          STATION RECOVERY (1955)
 RM0042
 RM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RM0042'MARK NOT FOUND.
 RM0042
 RM0042                          STATION RECOVERY (1996)
 RM0042
 RM0042'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0042'MARK NOT FOUND.
 RM0042
 RM0042                          STATION RECOVERY (2002)
 RM0042
 RM0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1322 ***********************************************************************
 RL1322  DESIGNATION -  F 134
 RL1322  PID         -  RL1322
 RL1322  STATE/COUNTY-  MI/ONTONAGON
 RL1322  COUNTRY     -  US
 RL1322  USGS QUAD   -  ALDRIDGE CREEK (2017)
 RL1322
 RL1322                         *CURRENT SURVEY CONTROL
 RL1322  ______________________________________________________________________
 RL1322* NAD 83(1986) POSITION- 46 38 40.     (N) 089 41 56.     (W)   SCALED
 RL1322* NAVD 88 ORTHO HEIGHT -   395.893 (meters)     1298.86  (feet) ADJUSTED
 RL1322  ______________________________________________________________________
 RL1322  GEOID HEIGHT    -        -30.711 (meters)                     GEOID18
 RL1322  DYNAMIC HEIGHT  -        395.929 (meters)     1298.98  (feet) COMP
 RL1322  MODELED GRAVITY -    980,692.5   (mgal)                       NAVD 88
 RL1322
 RL1322  VERT ORDER      -  SECOND    CLASS 0
 RL1322
 RL1322.The horizontal coordinates were scaled from a map and have
 RL1322.an estimated accuracy of +/- 6 seconds.
 RL1322
 RL1322.The orthometric height was determined by differential leveling and
 RL1322.adjusted by the NATIONAL GEODETIC SURVEY
 RL1322.in June 1991.
 RL1322
 RL1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1322.GEOID18 height accuracy estimate available here.
 RL1322
 RL1322.Click photographs - Photos may exist for this station.
 RL1322
 RL1322.The dynamic height is computed by dividing the NAVD 88
 RL1322.geopotential number by the normal gravity value computed on the
 RL1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1322.degrees latitude (g = 980.6199 gals.).
 RL1322
 RL1322.The modeled gravity was interpolated from observed gravity values.
 RL1322
 RL1322;                    North         East    Units  Estimated Accuracy
 RL1322;SPC MI N     -   210,370.    7,793,430.      MT  (+/- 180 meters Scaled)
 RL1322
 RL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS934691(NAD 83)
 RL1322
 RL1322                          SUPERSEDED SURVEY CONTROL
 RL1322
 RL1322  NGVD 29 (??/??/92)  395.909  (m)         1298.91   (f) ADJ UNCH    2 0
 RL1322
 RL1322.Superseded values are not recommended for survey control.
 RL1322
 RL1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1322.See file dsdata.pdf to determine how the superseded data were derived.
 RL1322
 RL1322_MARKER: DB = BENCH MARK DISK
 RL1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1322_STAMPING: F 134 1948
 RL1322_MARK LOGO: CGS
 RL1322_PROJECTION: FLUSH
 RL1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1322+STABILITY: SURFACE MOTION
 RL1322
 RL1322  HISTORY     - Date     Condition        Report By
 RL1322  HISTORY     - 1948     MONUMENTED       CGS
 RL1322  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1322
 RL1322                          STATION DESCRIPTION
 RL1322
 RL1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1322'8.2 MI NW FROM MERRIWEATHER.
 RL1322'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1322'WITH STATE HIGHWAY 64 IN MERRIWETHER, THENCE 6.65 MILES NORTH
 RL1322'ALONG A LOGGING ROAD, 0.45 MILE SOUTH OF A SMALL LOGGING CAMP,
 RL1322'0.6 MILE NORTH OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 145
 RL1322'FEET NORTH OF THE CENTER OF A VERY DIM LOGGING ROAD LEADING WEST,
 RL1322'39 FEET WEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 15-INCH
 RL1322'BIRCH, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 RL1322'SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 RL1322'OF THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL1322
 RL1322                          STATION RECOVERY (2001)
 RL1322
 RL1322'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0731 ***********************************************************************
 RL0731  DESIGNATION -  F 135
 RL0731  PID         -  RL0731
 RL0731  STATE/COUNTY-  MI/ONTONAGON
 RL0731  COUNTRY     -  US
 RL0731  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0731
 RL0731                         *CURRENT SURVEY CONTROL
 RL0731  ______________________________________________________________________
 RL0731* NAD 83(1986) POSITION- 46 51 23.     (N) 089 22 07.     (W)   SCALED
 RL0731* NAVD 88 ORTHO HEIGHT -   187.595 (meters)      615.47  (feet) ADJUSTED
 RL0731  ______________________________________________________________________
 RL0731  GEOID HEIGHT    -        -31.364 (meters)                     GEOID18
 RL0731  DYNAMIC HEIGHT  -        187.625 (meters)      615.57  (feet) COMP
 RL0731  MODELED GRAVITY -    980,769.8   (mgal)                       NAVD 88
 RL0731
 RL0731  VERT ORDER      -  SECOND    CLASS 0
 RL0731
 RL0731.The horizontal coordinates were scaled from a map and have
 RL0731.an estimated accuracy of +/- 6 seconds.
 RL0731
 RL0731.The orthometric height was determined by differential leveling and
 RL0731.adjusted by the NATIONAL GEODETIC SURVEY
 RL0731.in June 1991.
 RL0731
 RL0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0731.GEOID18 height accuracy estimate available here.
 RL0731
 RL0731.Click photographs - Photos may exist for this station.
 RL0731
 RL0731.The dynamic height is computed by dividing the NAVD 88
 RL0731.geopotential number by the normal gravity value computed on the
 RL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0731.degrees latitude (g = 980.6199 gals.).
 RL0731
 RL0731.The modeled gravity was interpolated from observed gravity values.
 RL0731
 RL0731;                    North         East    Units  Estimated Accuracy
 RL0731;SPC MI N     -   233,110.    7,819,410.      MT  (+/- 180 meters Scaled)
 RL0731
 RL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS194919(NAD 83)
 RL0731
 RL0731                          SUPERSEDED SURVEY CONTROL
 RL0731
 RL0731  NGVD 29 (??/??/92)  187.628  (m)          615.58   (f) ADJ UNCH    2 0
 RL0731
 RL0731.Superseded values are not recommended for survey control.
 RL0731
 RL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0731.See file dsdata.pdf to determine how the superseded data were derived.
 RL0731
 RL0731_MARKER: DB = BENCH MARK DISK
 RL0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0731_SP_SET: BRIDGE
 RL0731_STAMPING: F 135 1948
 RL0731_MARK LOGO: CGS
 RL0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0731+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2010
 RL0731
 RL0731  HISTORY     - Date     Condition        Report By
 RL0731  HISTORY     - 1948     MONUMENTED       CGS
 RL0731  HISTORY     - 1987     GOOD             USPSQD
 RL0731  HISTORY     - 19950614 GOOD             USPSQD
 RL0731  HISTORY     - 20101028 GOOD             WOOLPT
 RL0731
 RL0731                          STATION DESCRIPTION
 RL0731
 RL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0731'2.7 MI SW FROM ONTONAGON.
 RL0731'ABOUT 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 RL0731'OFFICE IN ONTONAGON, 0.95 MILE EAST OF THE BRIDGE OVER THE
 RL0731'POTATO RIVER, SET IN THE WEST END OF THE NORTHEAST WINGWALL
 RL0731'OF A 25-FOOT CONCRETE HIGHWAY BRIDGE, 31 FEET NORTH OF THE
 RL0731'CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE LEVEL
 RL0731'OF THE HIGHWAY.
 RL0731
 RL0731                          STATION RECOVERY (1987)
 RL0731
 RL0731'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0731'RECOVERED IN GOOD CONDITION.
 RL0731
 RL0731                          STATION RECOVERY (1995)
 RL0731
 RL0731'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0731'RECOVERED IN GOOD CONDITION.
 RL0731
 RL0731                          STATION RECOVERY (2010)
 RL0731
 RL0731'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JKN)
 RL0731'RTK VECTOR FROM ONTOPORT 46 51 22.88304 N 89 22 06.60318 W
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1341 ***********************************************************************
 RL1341  DESIGNATION -  F 136
 RL1341  PID         -  RL1341
 RL1341  STATE/COUNTY-  MI/ONTONAGON
 RL1341  COUNTRY     -  US
 RL1341  USGS QUAD   -  GOVERNMENT PEAK (2017)
 RL1341
 RL1341                         *CURRENT SURVEY CONTROL
 RL1341  ______________________________________________________________________
 RL1341* NAD 83(1986) POSITION- 46 45 18.     (N) 089 40 39.     (W)   SCALED
 RL1341* NAVD 88 ORTHO HEIGHT -   339.541 (meters)     1113.98  (feet) ADJUSTED
 RL1341  ______________________________________________________________________
 RL1341  GEOID HEIGHT    -        -30.799 (meters)                     GEOID18
 RL1341  DYNAMIC HEIGHT  -        339.579 (meters)     1114.10  (feet) COMP
 RL1341  MODELED GRAVITY -    980,714.8   (mgal)                       NAVD 88
 RL1341
 RL1341  VERT ORDER      -  SECOND    CLASS 0
 RL1341
 RL1341.The horizontal coordinates were scaled from a map and have
 RL1341.an estimated accuracy of +/- 6 seconds.
 RL1341
 RL1341.The orthometric height was determined by differential leveling and
 RL1341.adjusted by the NATIONAL GEODETIC SURVEY
 RL1341.in June 1991.
 RL1341
 RL1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1341.GEOID18 height accuracy estimate available here.
 RL1341
 RL1341.Click photographs - Photos may exist for this station.
 RL1341
 RL1341.The dynamic height is computed by dividing the NAVD 88
 RL1341.geopotential number by the normal gravity value computed on the
 RL1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1341.degrees latitude (g = 980.6199 gals.).
 RL1341
 RL1341.The modeled gravity was interpolated from observed gravity values.
 RL1341
 RL1341;                    North         East    Units  Estimated Accuracy
 RL1341;SPC MI N     -   222,600.    7,795,480.      MT  (+/- 180 meters Scaled)
 RL1341
 RL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS955814(NAD 83)
 RL1341
 RL1341                          SUPERSEDED SURVEY CONTROL
 RL1341
 RL1341  NGVD 29 (??/??/92)  339.561  (m)         1114.04   (f) ADJ UNCH    2 0
 RL1341
 RL1341.Superseded values are not recommended for survey control.
 RL1341
 RL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1341.See file dsdata.pdf to determine how the superseded data were derived.
 RL1341
 RL1341_MARKER: DB = BENCH MARK DISK
 RL1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1341_STAMPING: F 136 1948
 RL1341_MARK LOGO: CGS
 RL1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1341+STABILITY: SURFACE MOTION
 RL1341
 RL1341  HISTORY     - Date     Condition        Report By
 RL1341  HISTORY     - 1948     MONUMENTED       CGS
 RL1341  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1341
 RL1341                          STATION DESCRIPTION
 RL1341
 RL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1341'10.1 MI SW FROM SILVER CITY.
 RL1341'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION
 RL1341'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG
 RL1341'THE NONESUCH MINE ROAD, THENCE 3.0 MILES WEST ALONG AN OLD ROAD
 RL1341'LEADING WEST TO THE WHITE PINE EXTENSION MINE, 1.7 MILES WEST OF
 RL1341'A LOGGING CAMP, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIM ROAD
 RL1341'WEST, 0.1 MILE WEST OF THE JUNCTION OF A DIM ROAD SOUTH, IN A SMALL
 RL1341'CLEARING AND AT A TURN IN THE ROAD WITH TANGENTS EAST AND SOUTH
 RL1341'AND THE JUNCTION OF A TRAIL LEADING WEST, 22 FEET SOUTH OF THE
 RL1341'CENTER OF THE TRAIL LEADING WEST, 33 FEET WEST OF THE CENTER LINE
 RL1341'OF THE SOUTH TANGENT, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL1341'POST, 3 FEET ABOVE THE LEVEL OF THE ROAD WEST AND IN THE TOP OF A
 RL1341'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- PROBABLY DESTROYED BY
 RL1341'ROAD CONSTRUCTION IN AREA.
 RL1341
 RL1341                          STATION RECOVERY (2004)
 RL1341
 RL1341'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0768 ***********************************************************************
 RL0768  DESIGNATION -  F 138
 RL0768  PID         -  RL0768
 RL0768  STATE/COUNTY-  MI/ONTONAGON
 RL0768  COUNTRY     -  US
 RL0768  USGS QUAD   -  PAYNESVILLE (2017)
 RL0768
 RL0768                         *CURRENT SURVEY CONTROL
 RL0768  ______________________________________________________________________
 RL0768* NAD 83(1986) POSITION- 46 32 17.57   (N) 089 00 44.46   (W)   HD_HELD1
 RL0768* NAVD 88 ORTHO HEIGHT -   395.327 (meters)     1297.00  (feet) ADJUSTED
 RL0768  ______________________________________________________________________
 RL0768  GEOID HEIGHT    -        -32.295 (meters)                     GEOID18
 RL0768  DYNAMIC HEIGHT  -        395.338 (meters)     1297.04  (feet) COMP
 RL0768  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 RL0768
 RL0768  VERT ORDER      -  SECOND    CLASS 0
 RL0768
 RL0768.The horizontal coordinates were determined by differentially corrected
 RL0768.hand held GPS observations or other comparable positioning techniques
 RL0768.and have an estimated accuracy of +/- 3 meters.
 RL0768
 RL0768.The orthometric height was determined by differential leveling and
 RL0768.adjusted by the NATIONAL GEODETIC SURVEY
 RL0768.in June 1991.
 RL0768
 RL0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0768.GEOID18 height accuracy estimate available here.
 RL0768
 RL0768.Click photographs - Photos may exist for this station.
 RL0768
 RL0768.The dynamic height is computed by dividing the NAVD 88
 RL0768.geopotential number by the normal gravity value computed on the
 RL0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0768.degrees latitude (g = 980.6199 gals.).
 RL0768
 RL0768.The modeled gravity was interpolated from observed gravity values.
 RL0768
 RL0768;                    North         East    Units  Estimated Accuracy
 RL0768;SPC MI N     -   197,004.8   7,845,665.1     MT  (+/- 3 meters HH1 GPS) 
 RL0768
 RL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4569855816(NAD 83)
 RL0768
 RL0768                          SUPERSEDED SURVEY CONTROL
 RL0768
 RL0768  NGVD 29 (??/??/92)  395.342  (m)         1297.05   (f) ADJ UNCH    2 0
 RL0768
 RL0768.Superseded values are not recommended for survey control.
 RL0768
 RL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0768.See file dsdata.pdf to determine how the superseded data were derived.
 RL0768
 RL0768_MARKER: DB = BENCH MARK DISK
 RL0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0768_STAMPING: F 138 1948
 RL0768_MARK LOGO: CGS
 RL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0768+STABILITY: SURFACE MOTION
 RL0768
 RL0768  HISTORY     - Date     Condition        Report By
 RL0768  HISTORY     - 1948     MONUMENTED       CGS
 RL0768  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0768  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0768  HISTORY     - 20210619 MARK NOT FOUND   MIDT
 RL0768
 RL0768                          STATION DESCRIPTION
 RL0768
 RL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0768'3.9 MI N FROM TROUT CREEK.
 RL0768'ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0768'OFFICE AT TROUT CREEK, ABOUT 0.3 MILE SOUTH OF A SIDE ROAD
 RL0768'WEST, ABOUT 0.45 MILE NORTH OF A ROAD EAST, SET ALONG THE EAST
 RL0768'EDGE OF A LARGE OPEN FIELD, 23 FEET WEST OF THE CENTER LINE OF
 RL0768'THE ROAD, 64 FEET SOUTH OF A SMALL TWIN APPLE TREE, 62 FEET
 RL0768'WEST AND ACROSS THE ROAD FROM A POWER POLE, 37 FEET NORTHEAST
 RL0768'OF A STUMP AND ROCK PILE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0768'POST, 2 FEET EAST OF THE FENCE LINE, 1 FOOT BELOW THE ROAD AND
 RL0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0768
 RL0768                          STATION RECOVERY (2001)
 RL0768
 RL0768'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0768'MARK NOT FOUND.
 RL0768
 RL0768                          STATION RECOVERY (2004)
 RL0768
 RL0768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0768'MARK NOT FOUND.
 RL0768
 RL0768                          STATION RECOVERY (2021)
 RL0768
 RL0768'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0768'THE DESCRIPTIVE MARKERS IN THE 1948 DESCRIPTION NO LONGER EXIST OR
 RL0768'WERE NOT FOUND.  POINT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0749 ***********************************************************************
 RL0749  DESIGNATION -  F 139
 RL0749  PID         -  RL0749
 RL0749  STATE/COUNTY-  MI/ONTONAGON
 RL0749  COUNTRY     -  US
 RL0749  USGS QUAD   -  GREENLAND (2017)
 RL0749
 RL0749                         *CURRENT SURVEY CONTROL
 RL0749  ______________________________________________________________________
 RL0749* NAD 83(1986) POSITION- 46 50 22.3    (N) 089 06 07.2    (W)   HD_HELD2
 RL0749* NAVD 88 ORTHO HEIGHT -   262.905 (meters)      862.55  (feet) ADJUSTED
 RL0749  ______________________________________________________________________
 RL0749  GEOID HEIGHT    -        -31.911 (meters)                     GEOID18
 RL0749  DYNAMIC HEIGHT  -        262.941 (meters)      862.67  (feet) COMP
 RL0749  MODELED GRAVITY -    980,739.8   (mgal)                       NAVD 88
 RL0749
 RL0749  VERT ORDER      -  SECOND    CLASS 0
 RL0749
 RL0749.The horizontal coordinates were established by autonomous hand held GPS
 RL0749.observations and have an estimated accuracy of +/- 10 meters.
 RL0749
 RL0749.The orthometric height was determined by differential leveling and
 RL0749.adjusted by the NATIONAL GEODETIC SURVEY
 RL0749.in June 1991.
 RL0749
 RL0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0749.GEOID18 height accuracy estimate available here.
 RL0749
 RL0749.Click photographs - Photos may exist for this station.
 RL0749
 RL0749.The dynamic height is computed by dividing the NAVD 88
 RL0749.geopotential number by the normal gravity value computed on the
 RL0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0749.degrees latitude (g = 980.6199 gals.).
 RL0749
 RL0749.The modeled gravity was interpolated from observed gravity values.
 RL0749
 RL0749;                    North         East    Units  Estimated Accuracy
 RL0749;SPC MI N     -   230,665.    7,839,679.      MT  (+/- 10 meters HH2 GPS)
 RL0749
 RL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3971889476(NAD 83)
 RL0749
 RL0749                          SUPERSEDED SURVEY CONTROL
 RL0749
 RL0749  NGVD 29 (??/??/92)  262.926  (m)          862.62   (f) ADJ UNCH    2 0
 RL0749
 RL0749.Superseded values are not recommended for survey control.
 RL0749
 RL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0749.See file dsdata.pdf to determine how the superseded data were derived.
 RL0749
 RL0749_MARKER: DB = BENCH MARK DISK
 RL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0749_STAMPING: F 139 1948
 RL0749_MARK LOGO: CGS
 RL0749_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0749+STABILITY: SURFACE MOTION
 RL0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0749+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 RL0749
 RL0749  HISTORY     - Date     Condition        Report By
 RL0749  HISTORY     - 1948     MONUMENTED       CGS
 RL0749  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0749  HISTORY     - 19960626 GOOD             USPSQD
 RL0749  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0749  HISTORY     - 20040718 GOOD             GEOCAC
 RL0749  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0749  HISTORY     - 20090623 GOOD             MIDT
 RL0749
 RL0749                          STATION DESCRIPTION
 RL0749
 RL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0749'4.6 MI N FROM GREENLAND.
 RL0749'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0749'AT GREENLAND, THENCE ABOUT 4.35 MILES NORTH ALONG A GRAVEL
 RL0749'ROAD, ABOUT 0.85 MILE SOUTH OF A ROAD EAST, AT A SMALL CLEARING
 RL0749'EAST OF ROAD AT THE JUNCTION OF A DIM ROAD EAST, 40 FEET EAST
 RL0749'OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER
 RL0749'LINE OF THE DIM ROAD EAST, 152 FEET SOUTH-SOUTHEAST OF THE
 RL0749'EAST END OF A 24-INCH PIPE CULVERT, 59 FEET NORTH OF THE PROLONGED
 RL0749'CENTER LINE OF A DIM ROAD WEST, 2 FEET SOUTH OF A WHITE WOODEN
 RL0749'WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 RL0749'CONCRETE POST PROJECTING 4 INCHES.
 RL0749
 RL0749                          STATION RECOVERY (1988)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0749'MARK NOT FOUND.
 RL0749
 RL0749                          STATION RECOVERY (1996)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0749'RECOVERED IN GOOD CONDITION.
 RL0749
 RL0749                          STATION RECOVERY (2001)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0749'MARK NOT FOUND.
 RL0749
 RL0749                          STATION RECOVERY (2004)
 RL0749
 RL0749'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0749'4.6 MILES NORTH OF GREENLAND.
 RL0749'ABOUT 3.95 MILES NORTH ALONG NORTH FIRESTEEL ROAD FROM THE JUNCTION
 RL0749'WITH M-38 TO MARK ON RIGHT, AT THE SOUTHWEST CORNER OF OLD WOODS ROAD
 RL0749'EAST.  ABOUT 0.85 MILES SOUTH OF THE JUNCTION WITH KANGAS ROAD EAST,
 RL0749'40 FT EAST OF ROAD C/L, 1 FT SOUTHWEST OF A METAL WITNESS POST WITH
 RL0749'SIGN AND PROJECTING 3-INCH'S ABOVE GROUND.
 RL0749
 RL0749                          STATION RECOVERY (2004)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0749'MARK NOT FOUND.
 RL0749
 RL0749                          STATION RECOVERY (2009)
 RL0749
 RL0749'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0749'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0219 ***********************************************************************
 PL0219  DESIGNATION -  F 14
 PL0219  PID         -  PL0219
 PL0219  STATE/COUNTY-  MI/WEXFORD
 PL0219  COUNTRY     -  US
 PL0219  USGS QUAD   -  MANTON (2017)
 PL0219
 PL0219                         *CURRENT SURVEY CONTROL
 PL0219  ______________________________________________________________________
 PL0219* NAD 83(1986) POSITION- 44 26 47.     (N) 085 25 25.     (W)   SCALED
 PL0219* NAVD 88 ORTHO HEIGHT -   324.477 (meters)     1064.56  (feet) ADJUSTED
 PL0219  ______________________________________________________________________
 PL0219  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 PL0219  DYNAMIC HEIGHT  -        324.439 (meters)     1064.43  (feet) COMP
 PL0219  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 PL0219
 PL0219  VERT ORDER      -  FIRST     CLASS II
 PL0219
 PL0219.The horizontal coordinates were scaled from a map and have
 PL0219.an estimated accuracy of +/- 6 seconds.
 PL0219
 PL0219.The orthometric height was determined by differential leveling and
 PL0219.adjusted by the NATIONAL GEODETIC SURVEY
 PL0219.in June 1991.
 PL0219
 PL0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0219.GEOID18 height accuracy estimate available here.
 PL0219
 PL0219.Click photographs - Photos may exist for this station.
 PL0219
 PL0219.The dynamic height is computed by dividing the NAVD 88
 PL0219.geopotential number by the normal gravity value computed on the
 PL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0219.degrees latitude (g = 980.6199 gals.).
 PL0219
 PL0219.The modeled gravity was interpolated from observed gravity values.
 PL0219
 PL0219;                    North         East    Units  Estimated Accuracy
 PL0219;SPC MI C     -   126,080.    5,915,870.      MT  (+/- 180 meters Scaled)
 PL0219
 PL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ254226(NAD 83)
 PL0219
 PL0219                          SUPERSEDED SURVEY CONTROL
 PL0219
 PL0219  NGVD 29 (??/??/92)  324.566  (m)         1064.85   (f) ADJ UNCH    1 2
 PL0219
 PL0219.Superseded values are not recommended for survey control.
 PL0219
 PL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0219.See file dsdata.pdf to determine how the superseded data were derived.
 PL0219
 PL0219_MARKER: DB = BENCH MARK DISK
 PL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0219_STAMPING: ELEV 1064 847 FT F 14 1916
 PL0219_MARK LOGO: CGS
 PL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0219+STABILITY: SURFACE MOTION
 PL0219
 PL0219  HISTORY     - Date     Condition        Report By
 PL0219  HISTORY     - 1916     MONUMENTED       CGS
 PL0219  HISTORY     - 1934     GOOD             CGS
 PL0219  HISTORY     - 19960706 GOOD             USPSQD
 PL0219
 PL0219                          STATION DESCRIPTION
 PL0219
 PL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0219'3 MI N FROM MANTON.
 PL0219'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0219'AT MANTON, 0.6 MILES SOUTH OF HAIRE, 9 YARDS SOUTH OF MILEPOST
 PL0219'347, AND 44.0 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 PL0219'STAMPED ELEV. 1064. 847 FT. F 14 1916 AND SET IN THE TOP OF A
 PL0219'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PL0219
 PL0219                          STATION RECOVERY (1996)
 PL0219
 PL0219'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1220 ***********************************************************************
 RL1220  DESIGNATION -  F 140
 RL1220  PID         -  RL1220
 RL1220  STATE/COUNTY-  MI/GOGEBIC
 RL1220  COUNTRY     -  US
 RL1220  USGS QUAD   -  WAKEFIELD (2017)
 RL1220
 RL1220                         *CURRENT SURVEY CONTROL
 RL1220  ______________________________________________________________________
 RL1220* NAD 83(1986) POSITION- 46 27 45.38   (N) 089 53 10.77   (W)   HD_HELD1
 RL1220* NAVD 88 ORTHO HEIGHT -   482.743 (meters)     1583.80  (feet) ADJUSTED
 RL1220  ______________________________________________________________________
 RL1220  GEOID HEIGHT    -        -30.824 (meters)                     GEOID18
 RL1220  DYNAMIC HEIGHT  -        482.757 (meters)     1583.85  (feet) COMP
 RL1220  MODELED GRAVITY -    980,627.4   (mgal)                       NAVD 88
 RL1220
 RL1220  VERT ORDER      -  SECOND    CLASS 0
 RL1220
 RL1220.The horizontal coordinates were determined by differentially corrected
 RL1220.hand held GPS observations or other comparable positioning techniques
 RL1220.and have an estimated accuracy of +/- 3 meters.
 RL1220
 RL1220.The orthometric height was determined by differential leveling and
 RL1220.adjusted by the NATIONAL GEODETIC SURVEY
 RL1220.in June 1991.
 RL1220
 RL1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1220.GEOID18 height accuracy estimate available here.
 RL1220
 RL1220.Click photographs - Photos may exist for this station.
 RL1220
 RL1220.The dynamic height is computed by dividing the NAVD 88
 RL1220.geopotential number by the normal gravity value computed on the
 RL1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1220.degrees latitude (g = 980.6199 gals.).
 RL1220
 RL1220.The modeled gravity was interpolated from observed gravity values.
 RL1220
 RL1220;                    North         East    Units  Estimated Accuracy
 RL1220;SPC MI N     -   190,677.4   7,778,355.8     MT  (+/- 3 meters HH1 GPS) 
 RL1220
 RL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7837949496(NAD 83)
 RL1220
 RL1220                          SUPERSEDED SURVEY CONTROL
 RL1220
 RL1220  NGVD 29 (??/??/92)  482.753  (m)         1583.83   (f) ADJ UNCH    2 0
 RL1220
 RL1220.Superseded values are not recommended for survey control.
 RL1220
 RL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1220.See file dsdata.pdf to determine how the superseded data were derived.
 RL1220
 RL1220_MARKER: DB = BENCH MARK DISK
 RL1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1220_STAMPING: F 140 1948
 RL1220_MARK LOGO: CGS
 RL1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1220+STABILITY: SURFACE MOTION
 RL1220
 RL1220  HISTORY     - Date     Condition        Report By
 RL1220  HISTORY     - 1948     MONUMENTED       CGS
 RL1220  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1220  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1220
 RL1220                          STATION DESCRIPTION
 RL1220
 RL1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1220'2.6 MI SE FROM WAKEFIELD.
 RL1220'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1220'SCHOOL AT WAKEFIELD, 190 FEET EAST-SOUTHEAST OF THE CENTER OF
 RL1220'THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD AND THE HIGHWAY,
 RL1220'88 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH,
 RL1220'67 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 RL1220'SOUTHEAST OF A POWER POLE, 53 FEET NORTH OF THE NORTHWEST HEAD
 RL1220'WALL OF A 12-INCH PIPE CULVERT UNDER A DIM TRAIL NORTHEAST
 RL1220'CONNECTING THE ROAD EAST, 2 FEET NORTHWEST OF A WHITE WOODEN
 RL1220'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 RL1220'CONCRETE POST PROJECTING 8 INCHES.
 RL1220
 RL1220                          STATION RECOVERY (1985)
 RL1220
 RL1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1220'MARK NOT FOUND.
 RL1220
 RL1220                          STATION RECOVERY (1987)
 RL1220
 RL1220'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0978 ***********************************************************************
 RL0978  DESIGNATION -  F 141
 RL0978  PID         -  RL0978
 RL0978  STATE/COUNTY-  MI/GOGEBIC
 RL0978  COUNTRY     -  US
 RL0978  USGS QUAD   -  THAYER (2017)
 RL0978
 RL0978                         *CURRENT SURVEY CONTROL
 RL0978  ______________________________________________________________________
 RL0978* NAD 83(1986) POSITION- 46 21 07.34   (N) 089 29 18.02   (W)   HD_HELD1
 RL0978* NAVD 88 ORTHO HEIGHT -   472.538 (meters)     1550.32  (feet) ADJUSTED
 RL0978  ______________________________________________________________________
 RL0978  GEOID HEIGHT    -        -31.083 (meters)                     GEOID18
 RL0978  DYNAMIC HEIGHT  -        472.550 (meters)     1550.36  (feet) COMP
 RL0978  MODELED GRAVITY -    980,625.5   (mgal)                       NAVD 88
 RL0978
 RL0978  VERT ORDER      -  SECOND    CLASS 0
 RL0978
 RL0978.The horizontal coordinates were determined by differentially corrected
 RL0978.hand held GPS observations or other comparable positioning techniques
 RL0978.and have an estimated accuracy of +/- 3 meters.
 RL0978
 RL0978.The orthometric height was determined by differential leveling and
 RL0978.adjusted by the NATIONAL GEODETIC SURVEY
 RL0978.in June 1991.
 RL0978
 RL0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0978.GEOID18 height accuracy estimate available here.
 RL0978
 RL0978.Click photographs - Photos may exist for this station.
 RL0978
 RL0978.The dynamic height is computed by dividing the NAVD 88
 RL0978.geopotential number by the normal gravity value computed on the
 RL0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0978.degrees latitude (g = 980.6199 gals.).
 RL0978
 RL0978.The modeled gravity was interpolated from observed gravity values.
 RL0978
 RL0978;                    North         East    Units  Estimated Accuracy
 RL0978;SPC MI N     -   177,358.0   7,808,521.1     MT  (+/- 3 meters HH1 GPS) 
 RL0978
 RL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0855036171(NAD 83)
 RL0978
 RL0978                          SUPERSEDED SURVEY CONTROL
 RL0978
 RL0978  NGVD 29 (??/??/92)  472.554  (m)         1550.37   (f) ADJ UNCH    2 0
 RL0978
 RL0978.Superseded values are not recommended for survey control.
 RL0978
 RL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0978.See file dsdata.pdf to determine how the superseded data were derived.
 RL0978
 RL0978_MARKER: DB = BENCH MARK DISK
 RL0978_SETTING: 66 = SET IN ROCK OUTCROP
 RL0978_STAMPING: F 141 1948
 RL0978_MARK LOGO: CGS
 RL0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0978+STABILITY: POSITION/ELEVATION WELL
 RL0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0978+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 RL0978
 RL0978  HISTORY     - Date     Condition        Report By
 RL0978  HISTORY     - 1948     MONUMENTED       CGS
 RL0978  HISTORY     - 19980428 GOOD             MIDT
 RL0978  HISTORY     - 20090616 GOOD             MIDT
 RL0978  HISTORY     - 20110527 GOOD             MIDT
 RL0978
 RL0978                          STATION DESCRIPTION
 RL0978
 RL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0978'11.2 MI E FROM MARENISCO.
 RL0978'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0978'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0978'10.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, AT THE INTERSECTION
 RL0978'OF THE CHICAGO AND NORTH WESTERN RAILWAY, 336 FEET SOUTHEAST
 RL0978'AND ACROSS THE HIGHWAY FROM DEER TRAIL INN, 63 FEET SOUTHWEST
 RL0978'OF THE CENTER LINE OF THE HIGHWAY AT THE WEST RAIL OF THE
 RL0978'CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 RL0978'IN A LARGE ROCK OUTCROP, ABOUT 15 FEET NORTH OF THE HIGH POINT
 RL0978'OF ROCK, ABOUT 5 FEET SOUTH OF THE NORTH EDGE OF ROCK AND ABOUT
 RL0978'2 1/2 FEET ABOVE THE ROAD.
 RL0978
 RL0978                          STATION RECOVERY (1998)
 RL0978
 RL0978'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL0978'RECOVERED IN GOOD CONDITION.
 RL0978
 RL0978                          STATION RECOVERY (2009)
 RL0978
 RL0978'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0978'THE STATION IS RECOVERED AS DESCRIBED EXCEPT REVISED STATION IS NOW
 RL0978'1.5 FT (0.5 M) SOUTH OF THE NORTH EDGE OF ROCK.
 RL0978
 RL0978                          STATION RECOVERY (2011)
 RL0978
 RL0978'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (KPK)
 RL0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1044 ***********************************************************************
 RL1044  DESIGNATION -  F 142
 RL1044  PID         -  RL1044
 RL1044  STATE/COUNTY-  MI/GOGEBIC
 RL1044  COUNTRY     -  US
 RL1044  USGS QUAD   -  BEATON (2017)
 RL1044
 RL1044                         *CURRENT SURVEY CONTROL
 RL1044  ______________________________________________________________________
 RL1044* NAD 83(1986) POSITION- 46 17 58.99   (N) 089 16 37.51   (W)   HD_HELD1
 RL1044* NAVD 88 ORTHO HEIGHT -   511.271 (meters)     1677.39  (feet) ADJUSTED
 RL1044  ______________________________________________________________________
 RL1044  GEOID HEIGHT    -        -31.259 (meters)                     GEOID18
 RL1044  DYNAMIC HEIGHT  -        511.279 (meters)     1677.42  (feet) COMP
 RL1044  MODELED GRAVITY -    980,614.3   (mgal)                       NAVD 88
 RL1044
 RL1044  VERT ORDER      -  SECOND    CLASS 0
 RL1044
 RL1044.The horizontal coordinates were determined by differentially corrected
 RL1044.hand held GPS observations or other comparable positioning techniques
 RL1044.and have an estimated accuracy of +/- 3 meters.
 RL1044
 RL1044.The orthometric height was determined by differential leveling and
 RL1044.adjusted by the NATIONAL GEODETIC SURVEY
 RL1044.in June 1991.
 RL1044
 RL1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1044.GEOID18 height accuracy estimate available here.
 RL1044
 RL1044.Click photographs - Photos may exist for this station.
 RL1044
 RL1044.The dynamic height is computed by dividing the NAVD 88
 RL1044.geopotential number by the normal gravity value computed on the
 RL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1044.degrees latitude (g = 980.6199 gals.).
 RL1044
 RL1044.The modeled gravity was interpolated from observed gravity values.
 RL1044
 RL1044;                    North         East    Units  Estimated Accuracy
 RL1044;SPC MI N     -   171,056.6   7,824,605.4     MT  (+/- 3 meters HH1 GPS) 
 RL1044
 RL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2463629869(NAD 83)
 RL1044
 RL1044                          SUPERSEDED SURVEY CONTROL
 RL1044
 RL1044  NGVD 29 (??/??/92)  511.286  (m)         1677.44   (f) ADJ UNCH    2 0
 RL1044
 RL1044.Superseded values are not recommended for survey control.
 RL1044
 RL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1044.See file dsdata.pdf to determine how the superseded data were derived.
 RL1044
 RL1044_MARKER: DB = BENCH MARK DISK
 RL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1044_STAMPING: F 142 1948
 RL1044_MARK LOGO: CGS
 RL1044_PROJECTION: PROJECTING 30 CENTIMETERS
 RL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1044+STABILITY: SURFACE MOTION
 RL1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1044+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 RL1044
 RL1044  HISTORY     - Date     Condition        Report By
 RL1044  HISTORY     - 1948     MONUMENTED       CGS
 RL1044  HISTORY     - 20090611 GOOD             MIDT
 RL1044
 RL1044                          STATION DESCRIPTION
 RL1044
 RL1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1044'8.5 MI NW FROM WATERSMEET.
 RL1044'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1044'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1044'THENCE ABOUT 2.2 MILES NORTH ALONG WOLF LAKE ROAD (VERY DIM
 RL1044'ROAD), ABOUT 0.5 MILE NORTH OF A 14-FOOT WOODEN BRIDGE, ABOUT
 RL1044'0.3 MILE NORTH OF A ROAD EAST TO JOYCE LAKE, AT AN OLD LOG
 RL1044'LOADING GROUND, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1044'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 RL1044'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 RL1044'INCHES.
 RL1044
 RL1044                          STATION RECOVERY (2009)
 RL1044
 RL1044'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1044'OWNERSHIP--NORTHWOODS CONFERENCE CENTER, ANDY HACKER (DIRECTOR)
 RL1044'906-358-4500 NORTHWOODS IBLP ORG.
 RL1044'
 RL1044'TO REACH FROM THE INTERSECTION OF OLD US 2 AND WOLF LAKE ROAD GO
 RL1044'NORTHERLY ON WOLF LAKE ROAD 1 MI (1.6 KM) TO THE MAIN RESORT, GO EAST
 RL1044'AROUND THE RESORT THEN NORTH 1 MI (1.6 KM) ON BLACK TOP ROAD TO
 RL1044'STATION ON THE RIGHT.
 RL1044'
 RL1044'THE STATION IS RECOVERED AS DESCRIBED EXCEPT, 51 FT (15.5 M) EAST OF
 RL1044'THE CENTERLINE OF BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1105 ***********************************************************************
 RL1105  DESIGNATION -  F 143
 RL1105  PID         -  RL1105
 RL1105  STATE/COUNTY-  MI/ONTONAGON
 RL1105  COUNTRY     -  US
 RL1105  USGS QUAD   -  PAULDING (2017)
 RL1105
 RL1105                         *CURRENT SURVEY CONTROL
 RL1105  ______________________________________________________________________
 RL1105* NAD 83(1986) POSITION- 46 24 18.49   (N) 089 13 46.67   (W)   HD_HELD1
 RL1105* NAVD 88 ORTHO HEIGHT -   402.722 (meters)     1321.26  (feet) ADJUSTED
 RL1105  ______________________________________________________________________
 RL1105  GEOID HEIGHT    -        -31.543 (meters)                     GEOID18
 RL1105  DYNAMIC HEIGHT  -        402.737 (meters)     1321.31  (feet) COMP
 RL1105  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 RL1105
 RL1105  VERT ORDER      -  SECOND    CLASS 0
 RL1105
 RL1105.The horizontal coordinates were determined by differentially corrected
 RL1105.hand held GPS observations or other comparable positioning techniques
 RL1105.and have an estimated accuracy of +/- 3 meters.
 RL1105
 RL1105.The orthometric height was determined by differential leveling and
 RL1105.adjusted by the NATIONAL GEODETIC SURVEY
 RL1105.in June 1991.
 RL1105
 RL1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1105.GEOID18 height accuracy estimate available here.
 RL1105
 RL1105.Click photographs - Photos may exist for this station.
 RL1105
 RL1105.The dynamic height is computed by dividing the NAVD 88
 RL1105.geopotential number by the normal gravity value computed on the
 RL1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1105.degrees latitude (g = 980.6199 gals.).
 RL1105
 RL1105.The modeled gravity was interpolated from observed gravity values.
 RL1105
 RL1105;                    North         East    Units  Estimated Accuracy
 RL1105;SPC MI N     -   182,664.9   7,828,589.2     MT  (+/- 3 meters HH1 GPS) 
 RL1105
 RL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2862041478(NAD 83)
 RL1105
 RL1105                          SUPERSEDED SURVEY CONTROL
 RL1105
 RL1105  NGVD 29 (??/??/92)  402.748  (m)         1321.35   (f) ADJ UNCH    2 0
 RL1105
 RL1105.Superseded values are not recommended for survey control.
 RL1105
 RL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1105.See file dsdata.pdf to determine how the superseded data were derived.
 RL1105
 RL1105_MARKER: DB = BENCH MARK DISK
 RL1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1105_STAMPING: F 143 1948
 RL1105_MARK LOGO: CGS
 RL1105_PROJECTION: PROJECTING 5 CENTIMETERS
 RL1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1105+STABILITY: SURFACE MOTION
 RL1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1105+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 RL1105
 RL1105  HISTORY     - Date     Condition        Report By
 RL1105  HISTORY     - 1948     MONUMENTED       CGS
 RL1105  HISTORY     - 20010617 GOOD             USPSQD
 RL1105  HISTORY     - 20040924 GOOD             GEOCAC
 RL1105  HISTORY     - 20240903 GOOD             MITU
 RL1105
 RL1105                          STATION DESCRIPTION
 RL1105
 RL1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1105'3 MI W FROM PAULDING.
 RL1105'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1105'AT PAULDING, THENCE ABOUT 2.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1105'ROAD, ABOUT 0.55 MILE SOUTHWEST OF A ROAD SOUTH TO THE PAULDING
 RL1105'FIRE LOOKOUT TOWER, ABOUT 0.2 MILE WEST OF A CROSS ROAD, ABOUT
 RL1105'0.5 MILE EAST OF A CROSS ROAD, ABOUT 0.1 MILE WEST OF THE CREST
 RL1105'OF A LOW RIDGE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RL1105'7 FEET WEST OF A TRIANGULAR BLAZED 9-INCH PINE TREE, 4 1/2 FEET
 RL1105'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 RL1105'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1105
 RL1105                          STATION RECOVERY (2001)
 RL1105
 RL1105'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1105'RECOVERED IN GOOD CONDITION.
 RL1105
 RL1105                          STATION RECOVERY (2004)
 RL1105
 RL1105'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1105'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1105
 RL1105                          STATION RECOVERY (2024)
 RL1105
 RL1105'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL1105'FOUND MOSTLY AS DESCRIBED IN THE 1948 STATION DESCRIPTION AND THE 2004
 RL1105'RECOVERY NOTE BUT WITH THE FOLLOWING CHANGES.  THE SURVEY MARK ALONG A
 RL1105'PAVED SECTION OF SLEEPY HOLLOW ROAD IS 0.52 MI (0.84 KM) EAST OF THE
 RL1105'T-INTERSECTION MADE BY CHOATE ROAD FROM THE NORTH, ABOUT 35 FT (10.7
 RL1105'M) PACED NORTH OF THE CENTERLINE OF SLEEPY HOLLOW ROAD, ABOUT 7 FT
 RL1105'(2.1 M) WEST OF A WHITE PINE 20 INCHES (51 CM) ACROSS AND ADJACENT TO
 RL1105'A METAL WITNESS POST (BLACK AND WHITE) PLACED AT ITS NORTH SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1050 ***********************************************************************
 RL1050  DESIGNATION -  F 144
 RL1050  PID         -  RL1050
 RL1050  STATE/COUNTY-  MI/ONTONAGON
 RL1050  COUNTRY     -  US
 RL1050  USGS QUAD   -  BEATON (2017)
 RL1050
 RL1050                         *CURRENT SURVEY CONTROL
 RL1050  ______________________________________________________________________
 RL1050* NAD 83(1986) POSITION- 46 22 09.5    (N) 089 16 55.4    (W)   HD_HELD2
 RL1050* NAVD 88 ORTHO HEIGHT -   493.838 (meters)     1620.20  (feet) ADJUSTED
 RL1050  ______________________________________________________________________
 RL1050  GEOID HEIGHT    -        -31.352 (meters)                     GEOID18
 RL1050  DYNAMIC HEIGHT  -        493.856 (meters)     1620.26  (feet) COMP
 RL1050  MODELED GRAVITY -    980,634.4   (mgal)                       NAVD 88
 RL1050
 RL1050  VERT ORDER      -  SECOND    CLASS 0
 RL1050
 RL1050.The horizontal coordinates were established by autonomous hand held GPS
 RL1050.observations and have an estimated accuracy of +/- 10 meters.
 RL1050
 RL1050.The orthometric height was determined by differential leveling and
 RL1050.adjusted by the NATIONAL GEODETIC SURVEY
 RL1050.in June 1991.
 RL1050
 RL1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1050.GEOID18 height accuracy estimate available here.
 RL1050
 RL1050.Click photographs - Photos may exist for this station.
 RL1050
 RL1050.The dynamic height is computed by dividing the NAVD 88
 RL1050.geopotential number by the normal gravity value computed on the
 RL1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1050.degrees latitude (g = 980.6199 gals.).
 RL1050
 RL1050.The modeled gravity was interpolated from observed gravity values.
 RL1050
 RL1050;                    North         East    Units  Estimated Accuracy
 RL1050;SPC MI N     -   178,799.    7,824,445.      MT  (+/- 10 meters HH2 GPS)
 RL1050
 RL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2447637611(NAD 83)
 RL1050
 RL1050                          SUPERSEDED SURVEY CONTROL
 RL1050
 RL1050  NGVD 29 (??/??/92)  493.862  (m)         1620.28   (f) ADJ UNCH    2 0
 RL1050
 RL1050.Superseded values are not recommended for survey control.
 RL1050
 RL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1050.See file dsdata.pdf to determine how the superseded data were derived.
 RL1050
 RL1050_MARKER: DB = BENCH MARK DISK
 RL1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1050_STAMPING: F 144 1948
 RL1050_MARK LOGO: CGS
 RL1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1050+STABILITY: SURFACE MOTION
 RL1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1050+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1050
 RL1050  HISTORY     - Date     Condition        Report By
 RL1050  HISTORY     - 1948     MONUMENTED       CGS
 RL1050  HISTORY     - 20010617 GOOD             USPSQD
 RL1050  HISTORY     - 20040925 GOOD             GEOCAC
 RL1050
 RL1050                          STATION DESCRIPTION
 RL1050
 RL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1050'7.9 MI SW FROM PAULDING.
 RL1050'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1050'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1050'ROAD, THENCE ABOUT 1.95 MILES SOUTH ALONG A GRAVEL ROAD LEADING
 RL1050'TO COUNTY LINE LAKE, NEAR THE TOP OF A GRADE, AT THE BREAK OF
 RL1050'GRADE DECENDING SOUTH, 40 FEET WEST AND ACROSS THE ROAD FROM A
 RL1050'TRIANGULAR BLAZED 22-INCH HARD MAPLE TREE, 28 FEET WEST OF
 RL1050'THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF A TRIANGULAR
 RL1050'BLAZED 20-INCH HEMLOCK TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 RL1050'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1050'CONCRETE POST PROJECTING 6 INCHES.
 RL1050
 RL1050                          STATION RECOVERY (2001)
 RL1050
 RL1050'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1050'RECOVERED IN GOOD CONDITION.
 RL1050
 RL1050                          STATION RECOVERY (2004)
 RL1050
 RL1050'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1050'LOCATED 0.25 MILE SOUTH OF ROAD NORTH, FR 6964.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1252 ***********************************************************************
 RL1252  DESIGNATION -  F 145
 RL1252  PID         -  RL1252
 RL1252  STATE/COUNTY-  MI/GOGEBIC
 RL1252  COUNTRY     -  US
 RL1252  USGS QUAD   -  WAKEFIELD (2017)
 RL1252
 RL1252                         *CURRENT SURVEY CONTROL
 RL1252  ______________________________________________________________________
 RL1252* NAD 83(1986) POSITION- 46 22 34.90   (N) 089 56 11.04   (W)   HD_HELD1
 RL1252* NAVD 88 ORTHO HEIGHT -   504.691 (meters)     1655.81  (feet) ADJUSTED
 RL1252  ______________________________________________________________________
 RL1252  GEOID HEIGHT    -        -30.937 (meters)                     GEOID18
 RL1252  DYNAMIC HEIGHT  -        504.687 (meters)     1655.79  (feet) COMP
 RL1252  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 RL1252
 RL1252  VERT ORDER      -  SECOND    CLASS 0
 RL1252
 RL1252.The horizontal coordinates were determined by differentially corrected
 RL1252.hand held GPS observations or other comparable positioning techniques
 RL1252.and have an estimated accuracy of +/- 3 meters.
 RL1252
 RL1252.The orthometric height was determined by differential leveling and
 RL1252.adjusted by the NATIONAL GEODETIC SURVEY
 RL1252.in June 1991.
 RL1252
 RL1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1252.GEOID18 height accuracy estimate available here.
 RL1252
 RL1252.Click photographs - Photos may exist for this station.
 RL1252
 RL1252.The dynamic height is computed by dividing the NAVD 88
 RL1252.geopotential number by the normal gravity value computed on the
 RL1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1252.degrees latitude (g = 980.6199 gals.).
 RL1252
 RL1252.The modeled gravity was interpolated from observed gravity values.
 RL1252
 RL1252;                    North         East    Units  Estimated Accuracy
 RL1252;SPC MI N     -   181,239.2   7,774,157.2     MT  (+/- 3 meters HH1 GPS) 
 RL1252
 RL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7417840055(NAD 83)
 RL1252
 RL1252                          SUPERSEDED SURVEY CONTROL
 RL1252
 RL1252  NGVD 29 (??/??/92)  504.680  (m)         1655.77   (f) ADJ UNCH    2 0
 RL1252
 RL1252.Superseded values are not recommended for survey control.
 RL1252
 RL1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1252.See file dsdata.pdf to determine how the superseded data were derived.
 RL1252
 RL1252_MARKER: DB = BENCH MARK DISK
 RL1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1252_STAMPING: F 145 1948
 RL1252_MARK LOGO: CGS
 RL1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1252+STABILITY: SURFACE MOTION
 RL1252
 RL1252  HISTORY     - Date     Condition        Report By
 RL1252  HISTORY     - 1948     MONUMENTED       CGS
 RL1252  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1252  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1252  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1252  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1252  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1252
 RL1252                          STATION DESCRIPTION
 RL1252
 RL1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1252'7 MI S FROM WAKEFIELD.
 RL1252'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1252'HALL AT WAKEFIELD, THENCE ABOUT 6.35 MILES SOUTH ALONG CHANEY
 RL1252'LAKE ROAD, AT THE RUINS OF AN OLD HOUSE ON EAST SIDE OF ROAD,
 RL1252'65 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE NORTH
 RL1252'DRIVE WAY TO HOUSE, 103 FEET NORTHEAST OF THE JUNCTION OF THE
 RL1252'SOUTH DRIVE WAY TO HOUSE SITE, 47 FEET EAST OF THE CENTER
 RL1252'LINE OF THE ROAD, 18 FEET NORTH OF A WELL, ABOUT 3 1/2 FEET
 RL1252'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1252'6 INCHES.
 RL1252
 RL1252                          STATION RECOVERY (1978)
 RL1252
 RL1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1985)
 RL1252
 RL1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1988)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1996)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (2004)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1166 ***********************************************************************
 RL1166  DESIGNATION -  F 146
 RL1166  PID         -  RL1166
 RL1166  STATE/COUNTY-  MI/GOGEBIC
 RL1166  COUNTRY     -  US
 RL1166  USGS QUAD   -  GOGEBIC (2017)
 RL1166
 RL1166                         *CURRENT SURVEY CONTROL
 RL1166  ______________________________________________________________________
 RL1166* NAD 83(1986) POSITION- 46 20 33.04   (N) 089 30 57.68   (W)   HD_HELD1
 RL1166* NAVD 88 ORTHO HEIGHT -   480.022 (meters)     1574.87  (feet) ADJUSTED
 RL1166  ______________________________________________________________________
 RL1166  GEOID HEIGHT    -        -31.045 (meters)                     GEOID18
 RL1166  DYNAMIC HEIGHT  -        480.035 (meters)     1574.91  (feet) COMP
 RL1166  MODELED GRAVITY -    980,625.4   (mgal)                       NAVD 88
 RL1166
 RL1166  VERT ORDER      -  SECOND    CLASS 0
 RL1166
 RL1166.The horizontal coordinates were determined by differentially corrected
 RL1166.hand held GPS observations or other comparable positioning techniques
 RL1166.and have an estimated accuracy of +/- 3 meters.
 RL1166
 RL1166.The orthometric height was determined by differential leveling and
 RL1166.adjusted by the NATIONAL GEODETIC SURVEY
 RL1166.in June 1991.
 RL1166
 RL1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1166.GEOID18 height accuracy estimate available here.
 RL1166
 RL1166.Click photographs - Photos may exist for this station.
 RL1166
 RL1166.The dynamic height is computed by dividing the NAVD 88
 RL1166.geopotential number by the normal gravity value computed on the
 RL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1166.degrees latitude (g = 980.6199 gals.).
 RL1166
 RL1166.The modeled gravity was interpolated from observed gravity values.
 RL1166
 RL1166;                    North         East    Units  Estimated Accuracy
 RL1166;SPC MI N     -   176,366.8   7,806,357.9     MT  (+/- 3 meters HH1 GPS) 
 RL1166
 RL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0638735180(NAD 83)
 RL1166
 RL1166                          SUPERSEDED SURVEY CONTROL
 RL1166
 RL1166  NGVD 29 (??/??/92)  480.037  (m)         1574.92   (f) ADJ UNCH    2 0
 RL1166
 RL1166.Superseded values are not recommended for survey control.
 RL1166
 RL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1166.See file dsdata.pdf to determine how the superseded data were derived.
 RL1166
 RL1166_MARKER: DB = BENCH MARK DISK
 RL1166_SETTING: 66 = SET IN ROCK OUTCROP
 RL1166_STAMPING: F 146 1948
 RL1166_MARK LOGO: CGS
 RL1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1166+STABILITY: POSITION/ELEVATION WELL
 RL1166
 RL1166  HISTORY     - Date     Condition        Report By
 RL1166  HISTORY     - 1948     MONUMENTED       CGS
 RL1166
 RL1166                          STATION DESCRIPTION
 RL1166
 RL1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1166'1.4 MI SW FROM GOGEBIC STATION.
 RL1166'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM ITS CROSSING WITH
 RL1166'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1166'ABOUT 0.85 MILE SOUTHWEST ALONG A TRAIL, ABOUT 0.1 MILE NORTHEAST
 RL1166'OF A TRAIL EAST, ABOUT 0.85 MILE SOUTHWEST OF A TRAIL SOUTH,
 RL1166'30 FEET EAST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RL1166'11-INCH SPRUCE TREE, 12 FEET EAST OF THE CENTER LINE OF THE
 RL1166'ROAD, 8 1/2 FEET NORTH OF A TRIANGULAR BLAZED 9-INCH ASPEN TREE,
 RL1166'AND SET IN THE TOP OF A LARGE ROCK OUTCROP ABOUT 2 1/2 FEET
 RL1166'ABOVE THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0894 ***********************************************************************
 RL0894  DESIGNATION -  F 147
 RL0894  PID         -  RL0894
 RL0894  STATE/COUNTY-  MI/ONTONAGON
 RL0894  COUNTRY     -  US
 RL0894  USGS QUAD   -  EWEN (2017)
 RL0894
 RL0894                         *CURRENT SURVEY CONTROL
 RL0894  ______________________________________________________________________
 RL0894* NAD 83(1986) POSITION- 46 32 00.     (N) 089 16 53.     (W)   SCALED
 RL0894* NAVD 88 ORTHO HEIGHT -   349.369 (meters)     1146.22  (feet) ADJUSTED
 RL0894  ______________________________________________________________________
 RL0894  GEOID HEIGHT    -        -31.781 (meters)                     GEOID18
 RL0894  DYNAMIC HEIGHT  -        349.383 (meters)     1146.27  (feet) COMP
 RL0894  MODELED GRAVITY -    980,644.9   (mgal)                       NAVD 88
 RL0894
 RL0894  VERT ORDER      -  FIRST     CLASS II
 RL0894
 RL0894.The horizontal coordinates were scaled from a map and have
 RL0894.an estimated accuracy of +/- 6 seconds.
 RL0894
 RL0894.The orthometric height was determined by differential leveling and
 RL0894.adjusted by the NATIONAL GEODETIC SURVEY
 RL0894.in June 1991.
 RL0894
 RL0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0894.GEOID18 height accuracy estimate available here.
 RL0894
 RL0894.Click photographs - Photos may exist for this station.
 RL0894
 RL0894.The dynamic height is computed by dividing the NAVD 88
 RL0894.geopotential number by the normal gravity value computed on the
 RL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0894.degrees latitude (g = 980.6199 gals.).
 RL0894
 RL0894.The modeled gravity was interpolated from observed gravity values.
 RL0894
 RL0894;                    North         East    Units  Estimated Accuracy
 RL0894;SPC MI N     -   197,020.    7,825,020.      MT  (+/- 180 meters Scaled)
 RL0894
 RL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS250558(NAD 83)
 RL0894
 RL0894                          SUPERSEDED SURVEY CONTROL
 RL0894
 RL0894  NGVD 29 (??/??/92)  349.398  (m)         1146.32   (f) ADJ UNCH    1 2
 RL0894
 RL0894.Superseded values are not recommended for survey control.
 RL0894
 RL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0894.See file dsdata.pdf to determine how the superseded data were derived.
 RL0894
 RL0894_MARKER: DB = BENCH MARK DISK
 RL0894_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RL0894_SP_SET: BUILDING FOUNDATION
 RL0894_STAMPING: F 147 1948
 RL0894_MARK LOGO: CGS
 RL0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0894+STABILITY: POSITION/ELEVATION WELL
 RL0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0894+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RL0894
 RL0894  HISTORY     - Date     Condition        Report By
 RL0894  HISTORY     - 1948     MONUMENTED       CGS
 RL0894  HISTORY     - 1985     GOOD             NGS
 RL0894  HISTORY     - 1987     GOOD             USPSQD
 RL0894  HISTORY     - 19890522 GOOD             MIDT
 RL0894  HISTORY     - 19960626 GOOD             USPSQD
 RL0894  HISTORY     - 20010615 GOOD             USPSQD
 RL0894  HISTORY     - 20040812 GOOD             USPSQD
 RL0894  HISTORY     - 20090531 GOOD             GEOCAC
 RL0894  HISTORY     - 20120725 GOOD             GEOCAC
 RL0894
 RL0894                          STATION DESCRIPTION
 RL0894
 RL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0894'AT EWEN.
 RL0894'AT EWEN, SET VERTICALLY IN THE NORTH FACE NEAR NORTHEAST
 RL0894'CORNER OF THE CONCRETE FOUNDATION OF THE STATE BANK OF EWEN
 RL0894'BUILDING, 0.5 FOOT WEST OF THE CORNER AND 1/2 FOOT ABOVE THE
 RL0894'GROUND.
 RL0894
 RL0894                          STATION RECOVERY (1985)
 RL0894
 RL0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0894'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN EWEN, AT
 RL0894'THE INTERSECTION OF CEDAR AND HEMLOCK STREETS, SET VERTICALLY IN THE
 RL0894'NORTH FACE OF THE CONCRETE FOUNDATION OF THE TWP COMMUNITY CENTER
 RL0894'BUILDING, 29.3 M (96.1 FT) EAST OF THE CENTER OF CEDAR STREET, 8.3 M
 RL0894'(27.2 FT) SOUTH OF THE CENTER OF HEMLOCK STREET, AND 0.2 M (0.7 FT)
 RL0894'WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 RL0894'THE MARK IS 0.1 M ABOVE THE GROUND.
 RL0894
 RL0894                          STATION RECOVERY (1987)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (1989)
 RL0894
 RL0894'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (BRT)
 RL0894'RECOVERED AS DESCRIBED.
 RL0894
 RL0894                          STATION RECOVERY (1996)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2001)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2004)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2009)
 RL0894
 RL0894'RECOVERY NOTE BY GEOCACHING 2009 (MPR)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2012)
 RL0894
 RL0894'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RL0894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0549 ***********************************************************************
 RL0549  DESIGNATION -  F 148
 RL0549  PID         -  RL0549
 RL0549  STATE/COUNTY-  MI/HOUGHTON
 RL0549  COUNTRY     -  US
 RL0549  USGS QUAD   -  PINE LAKE (2017)
 RL0549
 RL0549                         *CURRENT SURVEY CONTROL
 RL0549  ______________________________________________________________________
 RL0549* NAD 83(1986) POSITION- 46 58 04.     (N) 088 37 32.     (W)   SCALED
 RL0549* NAVD 88 ORTHO HEIGHT -   288.547 (meters)      946.67  (feet) ADJUSTED
 RL0549  ______________________________________________________________________
 RL0549  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 RL0549  DYNAMIC HEIGHT  -        288.573 (meters)      946.76  (feet) COMP
 RL0549  MODELED GRAVITY -    980,695.1   (mgal)                       NAVD 88
 RL0549
 RL0549  VERT ORDER      -  SECOND    CLASS 0
 RL0549
 RL0549.The horizontal coordinates were scaled from a map and have
 RL0549.an estimated accuracy of +/- 6 seconds.
 RL0549
 RL0549.The orthometric height was determined by differential leveling and
 RL0549.adjusted by the NATIONAL GEODETIC SURVEY
 RL0549.in June 1991.
 RL0549
 RL0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0549.GEOID18 height accuracy estimate available here.
 RL0549
 RL0549.Click photographs - Photos may exist for this station.
 RL0549
 RL0549.The dynamic height is computed by dividing the NAVD 88
 RL0549.geopotential number by the normal gravity value computed on the
 RL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0549.degrees latitude (g = 980.6199 gals.).
 RL0549
 RL0549.The modeled gravity was interpolated from observed gravity values.
 RL0549
 RL0549;                    North         East    Units  Estimated Accuracy
 RL0549;SPC MI N     -   244,060.    7,876,300.      MT  (+/- 180 meters Scaled)
 RL0549
 RL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT763028(NAD 83)
 RL0549
 RL0549                          SUPERSEDED SURVEY CONTROL
 RL0549
 RL0549  NGVD 29 (??/??/92)  288.537  (m)          946.64   (f) ADJ UNCH    2 0
 RL0549
 RL0549.Superseded values are not recommended for survey control.
 RL0549
 RL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0549.See file dsdata.pdf to determine how the superseded data were derived.
 RL0549
 RL0549_MARKER: DB = BENCH MARK DISK
 RL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0549_STAMPING: F 148 1948
 RL0549_MARK LOGO: CGS
 RL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0549+STABILITY: SURFACE MOTION
 RL0549
 RL0549  HISTORY     - Date     Condition        Report By
 RL0549  HISTORY     - 1948     MONUMENTED       CGS
 RL0549  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0549
 RL0549                          STATION DESCRIPTION
 RL0549
 RL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0549'3.2 MI N FROM TAPIOLA.
 RL0549'3.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0549'AT THE JUNCTION OF A ROAD WEST, 46 FEET NORTHWEST OF THE CENTER
 RL0549'OF THE JUNCTION, 62 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM
 RL0549'POWER POLE NO. 6259, 42 FEET WEST OF THE CENTER LINE OF THE
 RL0549'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 7 FEET
 RL0549'WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 1 1/2
 RL0549'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 RL0549'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0549
 RL0549                          STATION RECOVERY (2004)
 RL0549
 RL0549'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0551 ***********************************************************************
 RL0551  DESIGNATION -  F 149
 RL0551  PID         -  RL0551
 RL0551  STATE/COUNTY-  MI/HOUGHTON
 RL0551  COUNTRY     -  US
 RL0551  USGS QUAD   -  PINE LAKE (2017)
 RL0551
 RL0551                         *CURRENT SURVEY CONTROL
 RL0551  ______________________________________________________________________
 RL0551* NAD 83(1986) POSITION- 46 56 29.     (N) 088 37 31.     (W)   SCALED
 RL0551* NAVD 88 ORTHO HEIGHT -   259.366 (meters)      850.94  (feet) ADJUSTED
 RL0551  ______________________________________________________________________
 RL0551  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 RL0551  DYNAMIC HEIGHT  -        259.387 (meters)      851.01  (feet) COMP
 RL0551  MODELED GRAVITY -    980,687.7   (mgal)                       NAVD 88
 RL0551
 RL0551  VERT ORDER      -  SECOND    CLASS 0
 RL0551
 RL0551.The horizontal coordinates were scaled from a map and have
 RL0551.an estimated accuracy of +/- 6 seconds.
 RL0551
 RL0551.The orthometric height was determined by differential leveling and
 RL0551.adjusted by the NATIONAL GEODETIC SURVEY
 RL0551.in June 1991.
 RL0551
 RL0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0551.GEOID18 height accuracy estimate available here.
 RL0551
 RL0551.Click photographs - Photos may exist for this station.
 RL0551
 RL0551.The dynamic height is computed by dividing the NAVD 88
 RL0551.geopotential number by the normal gravity value computed on the
 RL0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0551.degrees latitude (g = 980.6199 gals.).
 RL0551
 RL0551.The modeled gravity was interpolated from observed gravity values.
 RL0551
 RL0551;                    North         East    Units  Estimated Accuracy
 RL0551;SPC MI N     -   241,130.    7,876,270.      MT  (+/- 180 meters Scaled)
 RL0551
 RL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS763999(NAD 83)
 RL0551
 RL0551                          SUPERSEDED SURVEY CONTROL
 RL0551
 RL0551  NGVD 29 (??/??/92)  259.355  (m)          850.90   (f) ADJ UNCH    2 0
 RL0551
 RL0551.Superseded values are not recommended for survey control.
 RL0551
 RL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0551.See file dsdata.pdf to determine how the superseded data were derived.
 RL0551
 RL0551_MARKER: DB = BENCH MARK DISK
 RL0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0551_STAMPING: F 149 1948
 RL0551_MARK LOGO: CGS
 RL0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0551+STABILITY: SURFACE MOTION
 RL0551
 RL0551  HISTORY     - Date     Condition        Report By
 RL0551  HISTORY     - 1948     MONUMENTED       CGS
 RL0551  HISTORY     - 1954     POOR             CGS
 RL0551  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0551
 RL0551                          STATION DESCRIPTION
 RL0551
 RL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0551'1.3 MI N FROM TAPIOLA.
 RL0551'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0551'AT A DRIVE EAST TO A FARM HOUSE, 167 FEET NORTH-NORTHEAST OF THE
 RL0551'CENTER OF THE JUNCTION, 23 FEET EAST OF THE CENTER LINE OF THE
 RL0551'ROAD, 13 FEET SOUTHEAST OF POWER POLE NO. 6312, 17 FEET NORTH
 RL0551'OF THE NORTHWEST CORNER OF A ROCK GARGATE, 1/2 FOOT WEST OF THE
 RL0551'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 RL0551'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0551'PROJECTING 2 INCHES.  NOTE-- BENCH MARK HAS BEEN PARTIALLY
 RL0551'PUSHED OVER ALTHOUGH IT IS STILL FIRMLY IN THE GROUND AND THE
 RL0551'ELEVATION IS SUBSTANTIALLY THE SAME.
 RL0551
 RL0551                          STATION RECOVERY (1954)
 RL0551
 RL0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RL0551'MARK RECOVERED IN POOR CONDITION.
 RL0551
 RL0551                          STATION RECOVERY (2004)
 RL0551
 RL0551'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0247 ***********************************************************************
 PL0247  DESIGNATION -  F 15
 PL0247  PID         -  PL0247
 PL0247  STATE/COUNTY-  MI/OSCEOLA
 PL0247  COUNTRY     -  US
 PL0247  USGS QUAD   -  LE ROY (2017)
 PL0247
 PL0247                         *CURRENT SURVEY CONTROL
 PL0247  ______________________________________________________________________
 PL0247* NAD 83(1986) POSITION- 44 01 00.     (N) 085 29 23.     (W)   SCALED
 PL0247* NAVD 88 ORTHO HEIGHT -   373.312 (meters)     1224.77  (feet) ADJUSTED
 PL0247  ______________________________________________________________________
 PL0247  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 PL0247  DYNAMIC HEIGHT  -        373.255 (meters)     1224.59  (feet) COMP
 PL0247  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PL0247
 PL0247  VERT ORDER      -  FIRST     CLASS II
 PL0247
 PL0247.The horizontal coordinates were scaled from a map and have
 PL0247.an estimated accuracy of +/- 6 seconds.
 PL0247
 PL0247.The orthometric height was determined by differential leveling and
 PL0247.adjusted by the NATIONAL GEODETIC SURVEY
 PL0247.in June 1991.
 PL0247
 PL0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0247.GEOID18 height accuracy estimate available here.
 PL0247
 PL0247.Click photographs - Photos may exist for this station.
 PL0247
 PL0247.The dynamic height is computed by dividing the NAVD 88
 PL0247.geopotential number by the normal gravity value computed on the
 PL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0247.degrees latitude (g = 980.6199 gals.).
 PL0247
 PL0247.The modeled gravity was interpolated from observed gravity values.
 PL0247
 PL0247;                    North         East    Units  Estimated Accuracy
 PL0247;SPC MI C     -    78,410.    5,909,950.      MT  (+/- 180 meters Scaled)
 PL0247
 PL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP210748(NAD 83)
 PL0247
 PL0247                          SUPERSEDED SURVEY CONTROL
 PL0247
 PL0247  NGVD 29 (??/??/92)  373.409  (m)         1225.09   (f) ADJ UNCH    1 2
 PL0247
 PL0247.Superseded values are not recommended for survey control.
 PL0247
 PL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0247.See file dsdata.pdf to determine how the superseded data were derived.
 PL0247
 PL0247_MARKER: P = PIPE CAP
 PL0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0247_STAMPING: ELEV 1225.093 FT F 15 1916
 PL0247_MARK LOGO: CGS
 PL0247_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0247
 PL0247  HISTORY     - Date     Condition        Report By
 PL0247  HISTORY     - 1916     MONUMENTED       CGS
 PL0247  HISTORY     - 1934     GOOD             CGS
 PL0247  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0247  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0247
 PL0247                          STATION DESCRIPTION
 PL0247
 PL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0247'2.3 MI SW FROM LE ROY.
 PL0247'2.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0247'STATION AT LE ROY, OPPOSITE MEADOW RIDGE FARM, AT AN EAST-AND-WEST
 PL0247'DIRT-ROAD CROSSING, 44.3 FEET NORTHWEST OF THE NORTHWEST
 PL0247'RAIL, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT A
 PL0247'FENCE CORNER.  A STANDARD CAP, STAMPED ELEV. 1225.093 FT. F 15
 PL0247'1916 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 PL0247'PROJECTING 10 INCHES ABOVE GROUND.
 PL0247
 PL0247                          STATION RECOVERY (1994)
 PL0247
 PL0247'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0247'MARK NOT FOUND.
 PL0247
 PL0247                          STATION RECOVERY (2001)
 PL0247
 PL0247'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0337 ***********************************************************************
 RK0337  DESIGNATION -  F 150
 RK0337  PID         -  RK0337
 RK0337  STATE/COUNTY-  MI/MARQUETTE
 RK0337  COUNTRY     -  US
 RK0337  USGS QUAD   -  DIORITE (2017)
 RK0337
 RK0337                         *CURRENT SURVEY CONTROL
 RK0337  ______________________________________________________________________
 RK0337* NAD 83(1986) POSITION- 46 37 17.     (N) 087 45 28.     (W)   SCALED
 RK0337* NAVD 88 ORTHO HEIGHT -   421.379 (meters)     1382.47  (feet) ADJUSTED
 RK0337  ______________________________________________________________________
 RK0337  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 RK0337  DYNAMIC HEIGHT  -        421.405 (meters)     1382.56  (feet) COMP
 RK0337  MODELED GRAVITY -    980,662.0   (mgal)                       NAVD 88
 RK0337
 RK0337  VERT ORDER      -  SECOND    CLASS 0
 RK0337
 RK0337.The horizontal coordinates were scaled from a map and have
 RK0337.an estimated accuracy of +/- 6 seconds.
 RK0337
 RK0337.The orthometric height was determined by differential leveling and
 RK0337.adjusted by the NATIONAL GEODETIC SURVEY
 RK0337.in June 1991.
 RK0337
 RK0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0337.GEOID18 height accuracy estimate available here.
 RK0337
 RK0337.Click photographs - Photos may exist for this station.
 RK0337
 RK0337.The dynamic height is computed by dividing the NAVD 88
 RK0337.geopotential number by the normal gravity value computed on the
 RK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0337.degrees latitude (g = 980.6199 gals.).
 RK0337
 RK0337.The modeled gravity was interpolated from observed gravity values.
 RK0337
 RK0337;                    North         East    Units  Estimated Accuracy
 RK0337;SPC MI N     -   204,570.    7,941,970.      MT  (+/- 180 meters Scaled)
 RK0337
 RK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS419633(NAD 83)
 RK0337
 RK0337                          SUPERSEDED SURVEY CONTROL
 RK0337
 RK0337  NGVD 29 (??/??/92)  421.328  (m)         1382.31   (f) ADJ UNCH    2 0
 RK0337
 RK0337.Superseded values are not recommended for survey control.
 RK0337
 RK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0337.See file dsdata.pdf to determine how the superseded data were derived.
 RK0337
 RK0337_MARKER: DB = BENCH MARK DISK
 RK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0337_STAMPING: F 150 1948
 RK0337_MARK LOGO: CGS
 RK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0337+STABILITY: SURFACE MOTION
 RK0337
 RK0337  HISTORY     - Date     Condition        Report By
 RK0337  HISTORY     - 1948     MONUMENTED       CGS
 RK0337  HISTORY     - 1985     GOOD             NGS
 RK0337
 RK0337                          STATION DESCRIPTION
 RK0337
 RK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0337'16.7 MI NW FROM ISHPEMING.
 RK0337'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0337'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0337'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.35 MILES
 RK0337'SOUTHEAST ALONG A DIM ROAD, 0.3 MILE WEST OF A LOGGING ROAD
 RK0337'SOUTH, ALONG A VERY SHORT TANGENT BETWEEN TWO CURVE WITH TANGENTS
 RK0337'NORTHWEST AND EAST AND WEST AND SOUTHEAST, 31 FEET NORTH OF THE
 RK0337'CENTER LINE OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RK0337'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 RK0337'POST PROJECTING 5 INCHES.
 RK0337
 RK0337                          STATION RECOVERY (1985)
 RK0337
 RK0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0594 ***********************************************************************
 RL0594  DESIGNATION -  F 151
 RL0594  PID         -  RL0594
 RL0594  STATE/COUNTY-  MI/HOUGHTON
 RL0594  COUNTRY     -  US
 RL0594  USGS QUAD   -  PELKIE (2017)
 RL0594
 RL0594                         *CURRENT SURVEY CONTROL
 RL0594  ______________________________________________________________________
 RL0594* NAD 83(1986) POSITION- 46 45 53.     (N) 088 44 16.     (W)   SCALED
 RL0594* NAVD 88 ORTHO HEIGHT -   248.422 (meters)      815.03  (feet) ADJUSTED
 RL0594  ______________________________________________________________________
 RL0594  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 RL0594  DYNAMIC HEIGHT  -        248.436 (meters)      815.08  (feet) COMP
 RL0594  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RL0594
 RL0594  VERT ORDER      -  SECOND    CLASS 0
 RL0594
 RL0594.The horizontal coordinates were scaled from a map and have
 RL0594.an estimated accuracy of +/- 6 seconds.
 RL0594
 RL0594.The orthometric height was determined by differential leveling and
 RL0594.adjusted by the NATIONAL GEODETIC SURVEY
 RL0594.in June 1991.
 RL0594
 RL0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0594.GEOID18 height accuracy estimate available here.
 RL0594
 RL0594.Click photographs - Photos may exist for this station.
 RL0594
 RL0594.The dynamic height is computed by dividing the NAVD 88
 RL0594.geopotential number by the normal gravity value computed on the
 RL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0594.degrees latitude (g = 980.6199 gals.).
 RL0594
 RL0594.The modeled gravity was interpolated from observed gravity values.
 RL0594
 RL0594;                    North         East    Units  Estimated Accuracy
 RL0594;SPC MI N     -   221,680.    7,867,270.      MT  (+/- 180 meters Scaled)
 RL0594
 RL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS673804(NAD 83)
 RL0594
 RL0594                          SUPERSEDED SURVEY CONTROL
 RL0594
 RL0594  NGVD 29 (??/??/92)  248.408  (m)          814.99   (f) ADJ UNCH    2 0
 RL0594
 RL0594.Superseded values are not recommended for survey control.
 RL0594
 RL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0594.See file dsdata.pdf to determine how the superseded data were derived.
 RL0594
 RL0594_MARKER: DB = BENCH MARK DISK
 RL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0594_STAMPING: F 151 1948
 RL0594_MARK LOGO: CGS
 RL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0594+STABILITY: SURFACE MOTION
 RL0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0594+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2015
 RL0594
 RL0594  HISTORY     - Date     Condition        Report By
 RL0594  HISTORY     - 1948     MONUMENTED       CGS
 RL0594  HISTORY     - 20010709 GOOD             MIDT
 RL0594  HISTORY     - 20150906 GOOD             GEOCAC
 RL0594
 RL0594                          STATION DESCRIPTION
 RL0594
 RL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0594'1 MI E FROM ALSTON.
 RL0594'1.0 MILE EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0594'ABOUT 0.2 MILE WEST OF A LARGE CONCRETE BRIDGE, AT THE
 RL0594'NORTHEAST CORNER OF THE BASEBALL PARK, 44 FEET EAST-SOUTHEAST
 RL0594'OF A POWER POLE WITH TRANSFORMER, 45 FEET SOUTH OF THE CENTER
 RL0594'LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF A DRIVE
 RL0594'SOUTH, 7 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND
 RL0594'BALL PARK, 2 1/2 FEET EAST OF THE BALL PARK FENCE, 1 1/2 FEET
 RL0594'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 RL0594'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0594'INCHES.
 RL0594
 RL0594                          STATION RECOVERY (2001)
 RL0594
 RL0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0594'AT THE ALSTON FIRE STATION AND ALONG STATE HWY M-38,  97 FT N83W OF A
 RL0594'POWER POLE, 74 FT N66E OF THE NE CORNER OF THE FIRE STATION METAL
 RL0594'BUILDING, 62 FT N64W OF A LIGHT POLE, 45 FT SOUTH OF THE C/L OF HWY
 RL0594'M-38, 43.2 FT S78E OF A POWER POLE AND CARSONITE WITNESS POST, 21 FT
 RL0594'WEST OF THE C/L OF GRAVEL DRIVE, LEVEL WITH THE GROUND.
 RL0594
 RL0594                          STATION RECOVERY (2015)
 RL0594
 RL0594'RECOVERY NOTE BY GEOCACHING 2015 (MPR)
 RL0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0612 ***********************************************************************
 RL0612  DESIGNATION -  F 152
 RL0612  PID         -  RL0612
 RL0612  STATE/COUNTY-  MI/HOUGHTON
 RL0612  COUNTRY     -  US
 RL0612  USGS QUAD   -  NISULA (2017)
 RL0612
 RL0612                         *CURRENT SURVEY CONTROL
 RL0612  ______________________________________________________________________
 RL0612* NAD 83(1986) POSITION- 46 50 54.9    (N) 088 51 49.3    (W)   HD_HELD2
 RL0612* NAVD 88 ORTHO HEIGHT -   375.821 (meters)     1233.01  (feet) ADJUSTED
 RL0612  ______________________________________________________________________
 RL0612  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 RL0612  DYNAMIC HEIGHT  -        375.845 (meters)     1233.08  (feet) COMP
 RL0612  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 RL0612
 RL0612  VERT ORDER      -  SECOND    CLASS 0
 RL0612
 RL0612.The horizontal coordinates were established by autonomous hand held GPS
 RL0612.observations and have an estimated accuracy of +/- 10 meters.
 RL0612
 RL0612.The orthometric height was determined by differential leveling and
 RL0612.adjusted by the NATIONAL GEODETIC SURVEY
 RL0612.in June 1991.
 RL0612
 RL0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0612.GEOID18 height accuracy estimate available here.
 RL0612
 RL0612.Click photographs - Photos may exist for this station.
 RL0612
 RL0612.The dynamic height is computed by dividing the NAVD 88
 RL0612.geopotential number by the normal gravity value computed on the
 RL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0612.degrees latitude (g = 980.6199 gals.).
 RL0612
 RL0612.The modeled gravity was interpolated from observed gravity values.
 RL0612
 RL0612;                    North         East    Units  Estimated Accuracy
 RL0612;SPC MI N     -   231,216.    7,857,875.      MT  (+/- 10 meters HH2 GPS)
 RL0612
 RL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5791390024(NAD 83)
 RL0612
 RL0612                          SUPERSEDED SURVEY CONTROL
 RL0612
 RL0612  NGVD 29 (??/??/92)  375.803  (m)         1232.95   (f) ADJ UNCH    2 0
 RL0612
 RL0612.Superseded values are not recommended for survey control.
 RL0612
 RL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0612.See file dsdata.pdf to determine how the superseded data were derived.
 RL0612
 RL0612_MARKER: DB = BENCH MARK DISK
 RL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0612_STAMPING: F 152 1948
 RL0612_MARK LOGO: CGS
 RL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0612+STABILITY: SURFACE MOTION
 RL0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0612+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0612
 RL0612  HISTORY     - Date     Condition        Report By
 RL0612  HISTORY     - 1948     MONUMENTED       CGS
 RL0612  HISTORY     - 20040515 GOOD             GEOCAC
 RL0612
 RL0612                          STATION DESCRIPTION
 RL0612
 RL0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0612'2.8 MI SE FROM WINONA.
 RL0612'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0612'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0612'HIGHWAY 26, THENCE ABOUT 2.25 MILES SOUTHEAST ALONG THE NISULA
 RL0612'ROAD, AT A HOUSE ON THE EAST SIDE OF ROAD, 156 FEET SOUTH OF
 RL0612'THE JUNCTION OF A ROAD WEST, 180 FEET NORTH-NORTHWEST OF THE
 RL0612'NORTHWEST CORNER OF THE HOUSE, 28 FEET EAST OF THE CENTER LINE
 RL0612'OF THE ROAD, 7 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 RL0612'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 RL0612'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0612
 RL0612                          STATION RECOVERY (2004)
 RL0612
 RL0612'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0612'MARK IS LOCATED ALONG PIKE LAKE ROAD, 1.5 FT NORTH OF A MWP + SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0501 ***********************************************************************
 RL0501  DESIGNATION -  F 153
 RL0501  PID         -  RL0501
 RL0501  STATE/COUNTY-  MI/HOUGHTON
 RL0501  COUNTRY     -  US
 RL0501  USGS QUAD   -  DONKEN (2017)
 RL0501
 RL0501                         *CURRENT SURVEY CONTROL
 RL0501  ______________________________________________________________________
 RL0501* NAD 83(1986) POSITION- 46 53 48.05   (N) 088 51 08.19   (W)   HD_HELD1
 RL0501* NAVD 88 ORTHO HEIGHT -   366.052 (meters)     1200.96  (feet) ADJUSTED
 RL0501  ______________________________________________________________________
 RL0501  GEOID HEIGHT    -        -32.750 (meters)                     GEOID18
 RL0501  DYNAMIC HEIGHT  -        366.087 (meters)     1201.07  (feet) COMP
 RL0501  MODELED GRAVITY -    980,698.3   (mgal)                       NAVD 88
 RL0501
 RL0501  VERT ORDER      -  FIRST     CLASS II
 RL0501
 RL0501.The horizontal coordinates were determined by differentially corrected
 RL0501.hand held GPS observations or other comparable positioning techniques
 RL0501.and have an estimated accuracy of +/- 3 meters.
 RL0501
 RL0501.The orthometric height was determined by differential leveling and
 RL0501.adjusted by the NATIONAL GEODETIC SURVEY
 RL0501.in June 1991.
 RL0501
 RL0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0501.GEOID18 height accuracy estimate available here.
 RL0501
 RL0501.Click photographs - Photos may exist for this station.
 RL0501
 RL0501.The dynamic height is computed by dividing the NAVD 88
 RL0501.geopotential number by the normal gravity value computed on the
 RL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0501.degrees latitude (g = 980.6199 gals.).
 RL0501
 RL0501.The modeled gravity was interpolated from observed gravity values.
 RL0501
 RL0501;                    North         East    Units  Estimated Accuracy
 RL0501;SPC MI N     -   236,541.0   7,858,870.6     MT  (+/- 3 meters HH1 GPS) 
 RL0501
 RL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5891095348(NAD 83)
 RL0501
 RL0501                          SUPERSEDED SURVEY CONTROL
 RL0501
 RL0501  NGVD 29 (??/??/92)  366.042  (m)         1200.92   (f) ADJ UNCH    1 2
 RL0501
 RL0501.Superseded values are not recommended for survey control.
 RL0501
 RL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0501.See file dsdata.pdf to determine how the superseded data were derived.
 RL0501
 RL0501_MARKER: DB = BENCH MARK DISK
 RL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0501_STAMPING: F 153 1948
 RL0501_MARK LOGO: CGS
 RL0501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0501+STABILITY: SURFACE MOTION
 RL0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0501+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0501
 RL0501  HISTORY     - Date     Condition        Report By
 RL0501  HISTORY     - 1948     MONUMENTED       CGS
 RL0501  HISTORY     - 1977     GOOD             USGS
 RL0501  HISTORY     - 19960715 GOOD             MIDT
 RL0501  HISTORY     - 20070821 GOOD             GEOCAC
 RL0501  HISTORY     - 20140812 GOOD             MIDT
 RL0501
 RL0501                          STATION DESCRIPTION
 RL0501
 RL0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0501'1 MI NE FROM LAKE ROLAND.
 RL0501'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0501'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, AT A DIM ROAD
 RL0501'NORTHWEST CROSSING RAILROAD, ABOUT 0.1 MILE SOUTHWEST OF A ROAD
 RL0501'EAST AROUND THE NORTHEAST SHORE OF LAKE ROLAND, 58 FEET NORTHWEST
 RL0501'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH-SOUTHEAST OF THE
 RL0501'CROSSING OF THE DIM ROAD AND THE RAILROAD, 20 FEET SOUTHWEST
 RL0501'OF THE CENTER LINE OF THE DIM ROAD, 16 FEET EAST OF A POWER LINE
 RL0501'GUY POLE, 4 FEET NORTHEAST OF A SIGN HORNES CABINS 500 FEET,
 RL0501'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 RL0501'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0501'INCHES.
 RL0501
 RL0501                          STATION RECOVERY (1977)
 RL0501
 RL0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0501'1.0 MI NE ALONG STATE HIGHWAY 26 FROM THE CROSSROADS AT LAKE ROLAND,
 RL0501'314 FT SOUTHWEST OF A ROAD EAST AROUND THE NORTHEAST SHORE OF LAKE
 RL0501'ROLAND, 58 FT NORTHWEST OF THE CENTERLINE OF HWY 26. 1 1/2 FT. EAST
 RL0501'OF A SMALL APPLE TREE.
 RL0501
 RL0501                          STATION RECOVERY (1996)
 RL0501
 RL0501'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0501'STATION IS LOCATED AT NORTHEAST EDGE OF TWIN LAKES, AT A POINT WHERE
 RL0501'LAKE ROLAND IS THE CLOSEST TO STATE HIGHWAY M-26.  TO REACH FROM THE
 RL0501'JUNCTION OF STATE HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN
 RL0501'LAKES FOLLOW M-26 NORTHEAST 1.590 KM (1.00 MI) TO THE MARK ON THE
 RL0501'LEFT.  STATION IS 18.0 M (59.1 FT) NORTHWEST OF THE CENTERLINE OF
 RL0501'M-26, 17.5 M (57.4 FT) SOUTHWEST OF A POWER POLE, 14 M (45.9 FT)
 RL0501'SOUTHEAST OF A ORV TRAIL (OLD RR GRADE) , 12.3 M (40.4 FT) NORTHWEST
 RL0501'OF THE EDGE OF THE HIGHWAY PAVEMENT, 7.0 M (23.0 FT) SOUTHWEST OF A
 RL0501'DIM WOODS TRAIL WEST, 0.5 M (1.6 FT) SOUTHEAST OF A OVERGROWN APPLE
 RL0501'TREE, 0.3 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST, 0.1 M (0.3 FT)
 RL0501'ABOVE THE CENTERLINE OF THE HIGHWAY AND FLUCH WITH THE LEVEL OF THE
 RL0501'GROUND.
 RL0501
 RL0501                          STATION RECOVERY (2007)
 RL0501
 RL0501'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0501'RECOVERED IN GOOD CONDITION.
 RL0501
 RL0501                          STATION RECOVERY (2014)
 RL0501
 RL0501'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0638 ***********************************************************************
 RL0638  DESIGNATION -  F 154
 RL0638  PID         -  RL0638
 RL0638  STATE/COUNTY-  MI/HOUGHTON
 RL0638  COUNTRY     -  US
 RL0638  USGS QUAD   -  ECHO LAKE (2017)
 RL0638
 RL0638                         *CURRENT SURVEY CONTROL
 RL0638  ______________________________________________________________________
 RL0638* NAD 83(1986) POSITION- 46 32 43.5    (N) 088 46 28.3    (W)   HD_HELD2
 RL0638* NAVD 88 ORTHO HEIGHT -   413.058 (meters)     1355.17  (feet) ADJUSTED
 RL0638  ______________________________________________________________________
 RL0638  GEOID HEIGHT    -        -32.691 (meters)                     GEOID18
 RL0638  DYNAMIC HEIGHT  -        413.068 (meters)     1355.21  (feet) COMP
 RL0638  MODELED GRAVITY -    980,625.8   (mgal)                       NAVD 88
 RL0638
 RL0638  VERT ORDER      -  SECOND    CLASS 0
 RL0638
 RL0638.The horizontal coordinates were established by autonomous hand held GPS
 RL0638.observations and have an estimated accuracy of +/- 10 meters.
 RL0638
 RL0638.The orthometric height was determined by differential leveling and
 RL0638.adjusted by the NATIONAL GEODETIC SURVEY
 RL0638.in June 1991.
 RL0638
 RL0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0638.GEOID18 height accuracy estimate available here.
 RL0638
 RL0638.Click photographs - Photos may exist for this station.
 RL0638
 RL0638.The dynamic height is computed by dividing the NAVD 88
 RL0638.geopotential number by the normal gravity value computed on the
 RL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0638.degrees latitude (g = 980.6199 gals.).
 RL0638
 RL0638.The modeled gravity was interpolated from observed gravity values.
 RL0638
 RL0638;                    North         East    Units  Estimated Accuracy
 RL0638;SPC MI N     -   197,370.    7,863,919.      MT  (+/- 10 meters HH2 GPS)
 RL0638
 RL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6395156179(NAD 83)
 RL0638
 RL0638                          SUPERSEDED SURVEY CONTROL
 RL0638
 RL0638  NGVD 29 (??/??/92)  413.059  (m)         1355.18   (f) ADJ UNCH    2 0
 RL0638
 RL0638.Superseded values are not recommended for survey control.
 RL0638
 RL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0638.See file dsdata.pdf to determine how the superseded data were derived.
 RL0638
 RL0638_MARKER: DB = BENCH MARK DISK
 RL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0638_STAMPING: F 154 1948
 RL0638_MARK LOGO: CGS
 RL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0638+STABILITY: SURFACE MOTION
 RL0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0638+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 RL0638
 RL0638  HISTORY     - Date     Condition        Report By
 RL0638  HISTORY     - 1948     MONUMENTED       CGS
 RL0638  HISTORY     - 20040617 GOOD             GEOCAC
 RL0638
 RL0638                          STATION DESCRIPTION
 RL0638
 RL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0638'5.2 MI NW FROM SIDNAW.
 RL0638'4.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0638'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, THENCE ABOUT 0.45
 RL0638'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.6 MILE EAST
 RL0638'AND NORTH ALONG A GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF A CURVE
 RL0638'IN THE ROAD WITH TANGENTS NORTH AND WEST, AT THE NORTH END OF A
 RL0638'CUT, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 70 FEET
 RL0638'NORTH OF THE CREST OF A KNOLL, 1 1/2 FEET SOUTH OF A WHITE
 RL0638'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0638'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0638
 RL0638                          STATION RECOVERY (2004)
 RL0638
 RL0638'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0018 ***********************************************************************
 RL0018  DESIGNATION -  F 155
 RL0018  PID         -  RL0018
 RL0018  STATE/COUNTY-  MI/MARQUETTE
 RL0018  COUNTRY     -  US
 RL0018  USGS QUAD   -  MICHIGAMME (2017)
 RL0018
 RL0018                         *CURRENT SURVEY CONTROL
 RL0018  ______________________________________________________________________
 RL0018* NAD 83(1986) POSITION- 46 33 23.84   (N) 088 00 10.31   (W)   HD_HELD1
 RL0018* NAVD 88 ORTHO HEIGHT -   479.169 (meters)     1572.07  (feet) ADJUSTED
 RL0018  ______________________________________________________________________
 RL0018  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 RL0018  DYNAMIC HEIGHT  -        479.187 (meters)     1572.13  (feet) COMP
 RL0018  MODELED GRAVITY -    980,636.9   (mgal)                       NAVD 88
 RL0018
 RL0018  VERT ORDER      -  SECOND    CLASS 0
 RL0018
 RL0018.The horizontal coordinates were determined by differentially corrected
 RL0018.hand held GPS observations or other comparable positioning techniques
 RL0018.and have an estimated accuracy of +/- 3 meters.
 RL0018
 RL0018.The orthometric height was determined by differential leveling and
 RL0018.adjusted by the NATIONAL GEODETIC SURVEY
 RL0018.in June 1991.
 RL0018
 RL0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0018.GEOID18 height accuracy estimate available here.
 RL0018
 RL0018.Click photographs - Photos may exist for this station.
 RL0018
 RL0018.The dynamic height is computed by dividing the NAVD 88
 RL0018.geopotential number by the normal gravity value computed on the
 RL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0018.degrees latitude (g = 980.6199 gals.).
 RL0018
 RL0018.The modeled gravity was interpolated from observed gravity values.
 RL0018
 RL0018;                    North         East    Units  Estimated Accuracy
 RL0018;SPC MI N     -   197,578.3   7,923,106.2     MT  (+/- 3 meters HH1 GPS) 
 RL0018
 RL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2312856383(NAD 83)
 RL0018
 RL0018                          SUPERSEDED SURVEY CONTROL
 RL0018
 RL0018  NGVD 29 (??/??/92)  479.107  (m)         1571.87   (f) ADJ UNCH    2 0
 RL0018
 RL0018.Superseded values are not recommended for survey control.
 RL0018
 RL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0018.See file dsdata.pdf to determine how the superseded data were derived.
 RL0018
 RL0018_MARKER: DB = BENCH MARK DISK
 RL0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0018_SP_SET: ABUTMENT
 RL0018_STAMPING: F 155 1948
 RL0018_MARK LOGO: CGS
 RL0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0018+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RL0018
 RL0018  HISTORY     - Date     Condition        Report By
 RL0018  HISTORY     - 1948     MONUMENTED       CGS
 RL0018  HISTORY     - 1985     GOOD             NGS
 RL0018  HISTORY     - 20050718 GOOD             GEOCAC
 RL0018  HISTORY     - 20090828 GOOD             GEOCAC
 RL0018
 RL0018                          STATION DESCRIPTION
 RL0018
 RL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0018'4.2 MI NW FROM CHAMPION.
 RL0018'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0018'AT CHAMPION, THENCE 1.9 MILES NORTHWEST ALONG HURON BAY GRADE,
 RL0018'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 65-FOOT
 RL0018'CONCRETE BRIDGE OVER PESHEKEE RIVER, 11 FEET EAST OF THE CENTER
 RL0018'LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 RL0018
 RL0018                          STATION RECOVERY (1985)
 RL0018
 RL0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0018'RECOVERED IN GOOD CONDITION.
 RL0018
 RL0018                          STATION RECOVERY (2005)
 RL0018
 RL0018'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0018'USGS STREAM FLOW GAGING SITE.
 RL0018
 RL0018                          STATION RECOVERY (2009)
 RL0018
 RL0018'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RL0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0289 ***********************************************************************
 RK0289  DESIGNATION -  F 156
 RK0289  PID         -  RK0289
 RK0289  STATE/COUNTY-  MI/MARQUETTE
 RK0289  COUNTRY     -  US
 RK0289  USGS QUAD   -  NEGAUNEE (2017)
 RK0289
 RK0289                         *CURRENT SURVEY CONTROL
 RK0289  ______________________________________________________________________
 RK0289* NAD 83(1986) POSITION- 46 33 09.7    (N) 087 31 36.7    (W)   HD_HELD2
 RK0289* NAVD 88 ORTHO HEIGHT -   403.272 (meters)     1323.07  (feet) ADJUSTED
 RK0289  ______________________________________________________________________
 RK0289  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 RK0289  DYNAMIC HEIGHT  -        403.299 (meters)     1323.16  (feet) COMP
 RK0289  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 RK0289
 RK0289  VERT ORDER      -  SECOND    CLASS 0
 RK0289
 RK0289.The horizontal coordinates were established by autonomous hand held GPS
 RK0289.observations and have an estimated accuracy of +/- 10 meters.
 RK0289
 RK0289.The orthometric height was determined by differential leveling and
 RK0289.adjusted by the NATIONAL GEODETIC SURVEY
 RK0289.in June 1991.
 RK0289
 RK0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0289.GEOID18 height accuracy estimate available here.
 RK0289
 RK0289.Click photographs - Photos may exist for this station.
 RK0289
 RK0289.The dynamic height is computed by dividing the NAVD 88
 RK0289.geopotential number by the normal gravity value computed on the
 RK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0289.degrees latitude (g = 980.6199 gals.).
 RK0289
 RK0289.The modeled gravity was interpolated from observed gravity values.
 RK0289
 RK0289;                    North         East    Units  Estimated Accuracy
 RK0289;SPC MI N     -   196,790.    7,959,600.      MT  (+/- 10 meters HH2 GPS)
 RK0289
 RK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5961255593(NAD 83)
 RK0289
 RK0289                          SUPERSEDED SURVEY CONTROL
 RK0289
 RK0289  NGVD 29 (??/??/92)  403.218  (m)         1322.89   (f) ADJ UNCH    2 0
 RK0289
 RK0289.Superseded values are not recommended for survey control.
 RK0289
 RK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0289.See file dsdata.pdf to determine how the superseded data were derived.
 RK0289
 RK0289_MARKER: DB = BENCH MARK DISK
 RK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0289_STAMPING: F 156 1948
 RK0289_MARK LOGO: CGS
 RK0289_PROJECTION: FLUSH
 RK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0289+STABILITY: SURFACE MOTION
 RK0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0289+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0289
 RK0289  HISTORY     - Date     Condition        Report By
 RK0289  HISTORY     - 1948     MONUMENTED       CGS
 RK0289  HISTORY     - 1985     GOOD             NGS
 RK0289  HISTORY     - 19940717 GOOD             USPSQD
 RK0289  HISTORY     - 20011011 GOOD             USPSQD
 RK0289  HISTORY     - 20041009 GOOD             USPSQD
 RK0289  HISTORY     - 20060716 GOOD             USPSQD
 RK0289
 RK0289                          STATION DESCRIPTION
 RK0289
 RK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0289'7.1 MI NW FROM MARQUETTE.
 RK0289'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0289'MARQUETTE, THENCE 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0289'0.3 MILES NORTHWEST OF A ROAD NORTHEAST, ON THE OUTSIDE OF A
 RK0289'LONG CURVE WITH TANGENTS WEST AND SOUTH-SOUTHEAST, 5 FEET
 RK0289'EAST-NORTHEAST OF THE EXTENDED CENTER LINE OF THE SOUTH-SOUTHEAST
 RK0289'TANGENT, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RK0289'7 YARDS SOUTHEAST OF THE SOUTHEAST END OF A SHORT FILL, 3 FEET
 RK0289'SOUTH OF A 4-INCH TRIANGULAR BLAZED OAK TREE, 2 FEET NORTHWEST
 RK0289'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RK0289'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RK0289
 RK0289                          STATION RECOVERY (1985)
 RK0289
 RK0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (1994)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2001)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2004)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2006)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0356 ***********************************************************************
 RK0356  DESIGNATION -  F 157
 RK0356  PID         -  RK0356
 RK0356  STATE/COUNTY-  MI/MARQUETTE
 RK0356  COUNTRY     -  US
 RK0356  USGS QUAD   -  NEGAUNEE NW (2017)
 RK0356
 RK0356                         *CURRENT SURVEY CONTROL
 RK0356  ______________________________________________________________________
 RK0356* NAD 83(1986) POSITION- 46 41 57.     (N) 087 40 10.     (W)   SCALED
 RK0356* NAVD 88 ORTHO HEIGHT -   333.135 (meters)     1092.96  (feet) ADJUSTED
 RK0356  ______________________________________________________________________
 RK0356  GEOID HEIGHT    -        -34.660 (meters)                     GEOID18
 RK0356  DYNAMIC HEIGHT  -        333.157 (meters)     1093.03  (feet) COMP
 RK0356  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 RK0356
 RK0356  VERT ORDER      -  SECOND    CLASS 0
 RK0356
 RK0356.The horizontal coordinates were scaled from a map and have
 RK0356.an estimated accuracy of +/- 6 seconds.
 RK0356
 RK0356.The orthometric height was determined by differential leveling and
 RK0356.adjusted by the NATIONAL GEODETIC SURVEY
 RK0356.in June 1991.
 RK0356
 RK0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0356.GEOID18 height accuracy estimate available here.
 RK0356
 RK0356.Click photographs - Photos may exist for this station.
 RK0356
 RK0356.The dynamic height is computed by dividing the NAVD 88
 RK0356.geopotential number by the normal gravity value computed on the
 RK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0356.degrees latitude (g = 980.6199 gals.).
 RK0356
 RK0356.The modeled gravity was interpolated from observed gravity values.
 RK0356
 RK0356;                    North         East    Units  Estimated Accuracy
 RK0356;SPC MI N     -   213,150.    7,948,800.      MT  (+/- 180 meters Scaled)
 RK0356
 RK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS488719(NAD 83)
 RK0356
 RK0356                          SUPERSEDED SURVEY CONTROL
 RK0356
 RK0356  NGVD 29 (??/??/92)  333.087  (m)         1092.80   (f) ADJ UNCH    2 0
 RK0356
 RK0356.Superseded values are not recommended for survey control.
 RK0356
 RK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0356.See file dsdata.pdf to determine how the superseded data were derived.
 RK0356
 RK0356_MARKER: DB = BENCH MARK DISK
 RK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0356_STAMPING: F 157 1948
 RK0356_MARK LOGO: CGS
 RK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0356+STABILITY: SURFACE MOTION
 RK0356
 RK0356  HISTORY     - Date     Condition        Report By
 RK0356  HISTORY     - 1948     MONUMENTED       CGS
 RK0356  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0356
 RK0356                          STATION DESCRIPTION
 RK0356
 RK0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0356'6.9 MI W FROM BIRCH.
 RK0356'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0356'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 4.0 MILES
 RK0356'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 0.55 MILE WEST
 RK0356'OF A SMALL LOGGING CAMP, ABOUT 350 FEET WEST OF A LOG BRIDGE
 RK0356'OVER A SMALL STREAM, ABOUT 0.3 MILE WEST OF A ROAD SOUTH,
 RK0356'ABOUT 0.1 MILE WEST OF A DIM CROSSROAD, SET AT THE TOP OF A
 RK0356'SMALL SAND HILL AT THE NORTHWEST SIDE OF A SMALL CLEARING AND
 RK0356'AT THE JUNCTION OF A DIM TRAIL NORTHEAST, 27 FEET NORTHEAST
 RK0356'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF AN 18-INCH
 RK0356'CROOKED BIRCH TREE, ABOUT 6 FEET NORTHWEST OF THE CENTER LINE
 RK0356'OF THE TRAIL NORTHEAST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RK0356'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0356'POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM THE POST
 RK0356'OFFICE AT MARQUETTE BY GOING ABOUT 6.05 MILES WEST ALONG U.S.
 RK0356'HIGHWAY 41, THENCE ABOUT 16.9 MILES NORTHWEST ALONG STATE
 RK0356'HIGHWAY 35, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A ROUGH DIRT
 RK0356'ROAD.
 RK0356
 RK0356                          STATION RECOVERY (1982)
 RK0356
 RK0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0031 ***********************************************************************
 NG0031  DESIGNATION -  F 158
 NG0031  PID         -  NG0031
 NG0031  STATE/COUNTY-  MI/ALLEGAN
 NG0031  COUNTRY     -  US
 NG0031  USGS QUAD   -  HAMILTON WEST (2017)
 NG0031
 NG0031                         *CURRENT SURVEY CONTROL
 NG0031  ______________________________________________________________________
 NG0031* NAD 83(1986) POSITION- 42 43 44.     (N) 086 01 51.     (W)   SCALED
 NG0031* NAVD 88 ORTHO HEIGHT -   206.154 (meters)      676.36  (feet) ADJUSTED
 NG0031  ______________________________________________________________________
 NG0031  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 NG0031  DYNAMIC HEIGHT  -        206.102 (meters)      676.19  (feet) COMP
 NG0031  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 NG0031
 NG0031  VERT ORDER      -  SECOND    CLASS 0
 NG0031
 NG0031.The horizontal coordinates were scaled from a map and have
 NG0031.an estimated accuracy of +/- 6 seconds.
 NG0031
 NG0031.The orthometric height was determined by differential leveling and
 NG0031.adjusted by the NATIONAL GEODETIC SURVEY
 NG0031.in June 1991.
 NG0031
 NG0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0031.GEOID18 height accuracy estimate available here.
 NG0031
 NG0031.Click photographs - Photos may exist for this station.
 NG0031
 NG0031.The dynamic height is computed by dividing the NAVD 88
 NG0031.geopotential number by the normal gravity value computed on the
 NG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0031.degrees latitude (g = 980.6199 gals.).
 NG0031
 NG0031.The modeled gravity was interpolated from observed gravity values.
 NG0031
 NG0031;                    North         East    Units  Estimated Accuracy
 NG0031;SPC MI S     -   137,850.    3,863,730.      MT  (+/- 180 meters Scaled)
 NG0031
 NG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN793311(NAD 83)
 NG0031
 NG0031                          SUPERSEDED SURVEY CONTROL
 NG0031
 NG0031  NGVD 29 (??/??/92)  206.294  (m)          676.82   (f) ADJ UNCH    2 0
 NG0031
 NG0031.Superseded values are not recommended for survey control.
 NG0031
 NG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0031.See file dsdata.pdf to determine how the superseded data were derived.
 NG0031
 NG0031_MARKER: DB = BENCH MARK DISK
 NG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0031_STAMPING: F 158 1948
 NG0031_MARK LOGO: CGS
 NG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0031+STABILITY: SURFACE MOTION
 NG0031
 NG0031  HISTORY     - Date     Condition        Report By
 NG0031  HISTORY     - 1948     MONUMENTED       CGS
 NG0031  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0031  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0031
 NG0031                          STATION DESCRIPTION
 NG0031
 NG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0031'1.2 MI W FROM OVERISEL.
 NG0031'1.15 MILES WEST ALONG COUNTY ROAD 442 FROM THE REFORMED CHURCH
 NG0031'AT OVERISEL, ABOUT 0.5 MILE NORTHEAST OF A NORTH-SOUTH CROSS
 NG0031'ROAD, AT A CURVE IN THE ROAD WITH TANGENTS SOUTHWEST AND EAST AND
 NG0031'THE JUNCTION OF A ROAD NORTHWEST, 63 FEET NORTH-NORTHWEST OF THE
 NG0031'CENTER LINE OF THE MAIN ROAD, 29 FEET SOUTHWEST OF THE CENTER
 NG0031'LINE OF THE ROAD NORTHWEST, 124 FEET WEST OF THE WEST END OF A
 NG0031'24-FOOT BRIDGE ON EAST TANGENT OF ROAD, 17 FEET SOUTH OF A FENCE
 NG0031'CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 NG0031'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0031'7 INCHES.  MARK MAY BE REACHED FROM FILLMORE BY GOING ABOUT 0.85
 NG0031'MILE NORTHEAST ALONG COUNTY ROAD 442 FROM ITS CROSSING WITH THE
 NG0031'CHESAPEAKE AND OHIO RAILWAY.
 NG0031
 NG0031                          STATION RECOVERY (1984)
 NG0031
 NG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0031'SEARCHED FOR AND NOT RECOVERED THIS DATE, ROAD CHANGED, KNOCKED OUT BY
 NG0031'ROAD CONSTRUCTION.
 NG0031
 NG0031                          STATION RECOVERY (1988)
 NG0031
 NG0031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0991 ***********************************************************************
 NF0991  DESIGNATION -  F 159
 NF0991  PID         -  NF0991
 NF0991  STATE/COUNTY-  MI/OTTAWA
 NF0991  COUNTRY     -  US
 NF0991  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0991
 NF0991                         *CURRENT SURVEY CONTROL
 NF0991  ______________________________________________________________________
 NF0991* NAD 83(1986) POSITION- 42 46 04.     (N) 085 50 29.     (W)   SCALED
 NF0991* NAVD 88 ORTHO HEIGHT -   223.627 (meters)      733.68  (feet) ADJUSTED
 NF0991  ______________________________________________________________________
 NF0991  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 NF0991  DYNAMIC HEIGHT  -        223.569 (meters)      733.49  (feet) COMP
 NF0991  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 NF0991
 NF0991  VERT ORDER      -  SECOND    CLASS 0
 NF0991
 NF0991.The horizontal coordinates were scaled from a map and have
 NF0991.an estimated accuracy of +/- 6 seconds.
 NF0991
 NF0991.The orthometric height was determined by differential leveling and
 NF0991.adjusted by the NATIONAL GEODETIC SURVEY
 NF0991.in June 1991.
 NF0991
 NF0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0991.GEOID18 height accuracy estimate available here.
 NF0991
 NF0991.Click photographs - Photos may exist for this station.
 NF0991
 NF0991.The dynamic height is computed by dividing the NAVD 88
 NF0991.geopotential number by the normal gravity value computed on the
 NF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0991.degrees latitude (g = 980.6199 gals.).
 NF0991
 NF0991.The modeled gravity was interpolated from observed gravity values.
 NF0991
 NF0991;                    North         East    Units  Estimated Accuracy
 NF0991;SPC MI S     -   141,880.    3,879,320.      MT  (+/- 180 meters Scaled)
 NF0991
 NF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947356(NAD 83)
 NF0991
 NF0991                          SUPERSEDED SURVEY CONTROL
 NF0991
 NF0991  NGVD 29 (??/??/92)  223.763  (m)          734.13   (f) ADJ UNCH    2 0
 NF0991
 NF0991.Superseded values are not recommended for survey control.
 NF0991
 NF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0991.See file dsdata.pdf to determine how the superseded data were derived.
 NF0991
 NF0991_MARKER: DB = BENCH MARK DISK
 NF0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0991_STAMPING: F 159 1948
 NF0991_MARK LOGO: CGS
 NF0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0991+STABILITY: SURFACE MOTION
 NF0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0991+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 NF0991
 NF0991  HISTORY     - Date     Condition        Report By
 NF0991  HISTORY     - 1948     MONUMENTED       CGS
 NF0991  HISTORY     - 20040709 GOOD             INDIV
 NF0991
 NF0991                          STATION DESCRIPTION
 NF0991
 NF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0991'2.7 MI N FROM BURNIPS.
 NF0991'2.7 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0991'AT THE ALLEGAN-OTTAWA COUNTY LINE, SET IN THE NORTHEAST CORNER
 NF0991'OF THE COUNTY LINE CROSSROAD, 45 FEET EAST OF THE CENTER LINE
 NF0991'OF ROAD 653, 84 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 NF0991'LINE ROAD, 3 FEET NORTH OF TELEPHONE POLE NO. 622, 2 FEET WEST
 NF0991'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE
 NF0991'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0991
 NF0991                          STATION RECOVERY (2004)
 NF0991
 NF0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0991'NO TELEPHONE POLE NO. 622, NO WITNESS POST
 NF0991'ADDITIONAL TIES - 42.5' EAST OF CENTERLINE 24TH AVE.
 NF0991'78' NORTH OF CENTERLINE OTTOGAN ST.
 NF0991'2 IN. BELOW GROUND
 NF0991'63.5' WEST OF CENTERLINE BT DRIVE TO HOUSE NO. 2391
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0276 ***********************************************************************
 OK0276  DESIGNATION -  F 16
 OK0276  PID         -  OK0276
 OK0276  STATE/COUNTY-  MI/MECOSTA
 OK0276  COUNTRY     -  US
 OK0276  USGS QUAD   -  CHIPPEWA LAKE SOUTH (2017)
 OK0276
 OK0276                         *CURRENT SURVEY CONTROL
 OK0276  ______________________________________________________________________
 OK0276* NAD 83(1986) POSITION- 43 38 16.     (N) 085 15 05.     (W)   SCALED
 OK0276* NAVD 88 ORTHO HEIGHT -   311.156 (meters)     1020.85  (feet) ADJUSTED
 OK0276  ______________________________________________________________________
 OK0276  GEOID HEIGHT    -        -32.652 (meters)                     GEOID18
 OK0276  DYNAMIC HEIGHT  -        311.101 (meters)     1020.67  (feet) COMP
 OK0276  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 OK0276
 OK0276  VERT ORDER      -  FIRST     CLASS II
 OK0276
 OK0276.The horizontal coordinates were scaled from a map and have
 OK0276.an estimated accuracy of +/- 6 seconds.
 OK0276
 OK0276.The orthometric height was determined by differential leveling and
 OK0276.adjusted by the NATIONAL GEODETIC SURVEY
 OK0276.in June 1991.
 OK0276
 OK0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0276.GEOID18 height accuracy estimate available here.
 OK0276
 OK0276.Click photographs - Photos may exist for this station.
 OK0276
 OK0276.The dynamic height is computed by dividing the NAVD 88
 OK0276.geopotential number by the normal gravity value computed on the
 OK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0276.degrees latitude (g = 980.6199 gals.).
 OK0276
 OK0276.The modeled gravity was interpolated from observed gravity values.
 OK0276
 OK0276;                    North         East    Units  Estimated Accuracy
 OK0276;SPC MI S     -   237,840.    3,928,610.      MT  (+/- 180 meters Scaled)
 OK0276
 OK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP410331(NAD 83)
 OK0276
 OK0276                          SUPERSEDED SURVEY CONTROL
 OK0276
 OK0276  NGVD 29 (??/??/92)  311.272  (m)         1021.23   (f) ADJ UNCH    1 2
 OK0276
 OK0276.Superseded values are not recommended for survey control.
 OK0276
 OK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0276.See file dsdata.pdf to determine how the superseded data were derived.
 OK0276
 OK0276_MARKER: DB = BENCH MARK DISK
 OK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0276_STAMPING: F 16 1916
 OK0276_MARK LOGO: CGS
 OK0276_PROJECTION: FLUSH
 OK0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0276+STABILITY: SURFACE MOTION
 OK0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0276+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0276
 OK0276  HISTORY     - Date     Condition        Report By
 OK0276  HISTORY     - 1916     MONUMENTED       CGS
 OK0276  HISTORY     - 1955     GOOD             CGS
 OK0276  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0276  HISTORY     - 19931207 GOOD             LOCENG
 OK0276  HISTORY     - 20010626 GOOD             USPSQD
 OK0276
 OK0276                          STATION DESCRIPTION
 OK0276
 OK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OK0276'1.4 MI NW FROM MECOSTA.
 OK0276'1.4 MILES NORTHWEST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0276'AT MECOSTA, 0.3 MILE SOUTHEAST OF MILEPOST 13, 400 YARDS NORTHWEST
 OK0276'OF THE SUMMIT, NORTHWEST OF A SHALLOW CUT, SOUTHEAST OF A LOW
 OK0276'FILL, 46.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1/2 FOOT
 OK0276'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV.
 OK0276'1021.232 FT. F 16 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0276'PROJECTING 9 INCHES ABOVE GROUND.
 OK0276
 OK0276                          STATION RECOVERY (1992)
 OK0276
 OK0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0276'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0276'ASSUMED DESTROYED.
 OK0276
 OK0276                          STATION RECOVERY (1993)
 OK0276
 OK0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (JCK)
 OK0276'1.7 MI (2.7 KM) NORTHWEST OF MECOSTA, AND 4.6 MILES (7.4 KM) SOUTHEAST
 OK0276'OF RODNEY AND IS IN SECTION 3, T-14-N, R-8-W, MORTON TOWNSHIP. TO
 OK0276'REACH FROM THE POST OFFICE IN MECOSTA, GO NORTHLY ON STATE HIGHWAY
 OK0276'M-20 FOR 0.85 MILES (1.37 KM) TO A FORK IN ROAD. TAKE THE RIGHT FORK
 OK0276'(80TH AVE)AND GO NORTHWESTERY AND NORTH FOR 0.5 MILES (0.8 KM) TO AN
 OK0276'ABANDON RAILROAD GRADE RUNNING NORTHWEST TO SOUTHEAST.  FOLLOW
 OK0276'RAILROAD GRADE NORTHWEST FOR 0.5 MILES (0.8 KM) TO STATION ON RIGHT,
 OK0276'STATION IS 49 FEET (14.9 M) NORTHEAST OF OLD RAILROAD GRADE, 3 FEET
 OK0276'(0.9 M) NORTHEAST OF FENCE, 1.0 FEET (0.3 M) SOUTHWEST OF METAL
 OK0276'WITNESS POST AND SIGN AND IS PROJECTING 5-INCHES ABOVE GROUND.
 OK0276
 OK0276                          STATION RECOVERY (2001)
 OK0276
 OK0276'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0117 ***********************************************************************
 RL0117  DESIGNATION -  F 160
 RL0117  PID         -  RL0117
 RL0117  STATE/COUNTY-  MI/BARAGA
 RL0117  COUNTRY     -  US
 RL0117  USGS QUAD   -  ALBERTA (2017)
 RL0117
 RL0117                         *CURRENT SURVEY CONTROL
 RL0117  ______________________________________________________________________
 RL0117* NAD 83(1986) POSITION- 46 44 46.     (N) 088 25 54.     (W)   SCALED
 RL0117* NAVD 88 ORTHO HEIGHT -   259.951 (meters)      852.86  (feet) ADJUSTED
 RL0117  ______________________________________________________________________
 RL0117  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 RL0117  DYNAMIC HEIGHT  -        259.966 (meters)      852.91  (feet) COMP
 RL0117  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 RL0117
 RL0117  VERT ORDER      -  SECOND    CLASS 0
 RL0117
 RL0117.The horizontal coordinates were scaled from a map and have
 RL0117.an estimated accuracy of +/- 6 seconds.
 RL0117
 RL0117.The orthometric height was determined by differential leveling and
 RL0117.adjusted by the NATIONAL GEODETIC SURVEY
 RL0117.in June 1991.
 RL0117
 RL0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0117.GEOID18 height accuracy estimate available here.
 RL0117
 RL0117.Click photographs - Photos may exist for this station.
 RL0117
 RL0117.The dynamic height is computed by dividing the NAVD 88
 RL0117.geopotential number by the normal gravity value computed on the
 RL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0117.degrees latitude (g = 980.6199 gals.).
 RL0117
 RL0117.The modeled gravity was interpolated from observed gravity values.
 RL0117
 RL0117;                    North         East    Units  Estimated Accuracy
 RL0117;SPC MI N     -   219,140.    7,890,610.      MT  (+/- 180 meters Scaled)
 RL0117
 RL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS906779(NAD 83)
 RL0117
 RL0117                          SUPERSEDED SURVEY CONTROL
 RL0117
 RL0117  NGVD 29 (??/??/92)  259.924  (m)          852.77   (f) ADJ UNCH    2 0
 RL0117
 RL0117.Superseded values are not recommended for survey control.
 RL0117
 RL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0117.See file dsdata.pdf to determine how the superseded data were derived.
 RL0117
 RL0117_MARKER: DB = BENCH MARK DISK
 RL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0117_STAMPING: F 160 1948
 RL0117_MARK LOGO: CGS
 RL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0117+STABILITY: SURFACE MOTION
 RL0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0117+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2000
 RL0117
 RL0117  HISTORY     - Date     Condition        Report By
 RL0117  HISTORY     - 1948     MONUMENTED       CGS
 RL0117  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0117  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0117  HISTORY     - 20001106 GOOD             MIDT
 RL0117
 RL0117                          STATION DESCRIPTION
 RL0117
 RL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0117'1.2 MI E FROM L ANSE.
 RL0117'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0117'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, AT A CURVE
 RL0117'IN THE HIGHWAY WITH TANGENTS WEST AND SOUTHEAST AND THE JUNCTION
 RL0117'OF A GRAVEL ROAD EAST, 285 FEET EAST-NORTHEAST OF THE CENTER
 RL0117'OF THE JUNCTION, 34 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 RL0117'ROAD EAST, 92 FEET NORTH-NORTHEAST AND ACROSS THE GRAVEL ROAD
 RL0117'FROM THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTH AND ACROSS
 RL0117'THE GRAVEL ROAD FROM A POWER POLE BETWEEN HIGHWAY AND GRAVEL
 RL0117'ROAD, 24 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 2 FEET
 RL0117'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE
 RL0117'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0117'4 INCHES.
 RL0117
 RL0117                          STATION RECOVERY (1982)
 RL0117
 RL0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0117'MARK NOT FOUND.
 RL0117
 RL0117                          STATION RECOVERY (1992)
 RL0117
 RL0117'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0117'MARK NOT FOUND.
 RL0117
 RL0117                          STATION RECOVERY (2000)
 RL0117
 RL0117'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0117'L'ANSE, 0.45 MI EAST ALONG US-41 FROM THE M.D.O.T. SERVICE FACILITY,
 RL0117'THENCE 0.175 MI N ALONG DYNAMITE HILL RD, 94 FT S80E OF A CHAIN LINK
 RL0117'FENCE CORNER, 92 FT N OF ROAD C/L, 23 FT N60W OF TELEPHONE POLE 50414,
 RL0117'IN LINE WITH 4 WOOD POSTS, 1 FT ABOVE GROUND AND 2.5 FT ABOVE THE
 RL0117'ROAD, 1 FT N OF A WITNESS POST.  PROPERTY OWNER = L'ANSE MANF. CO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0134 ***********************************************************************
 RL0134  DESIGNATION -  F 161
 RL0134  PID         -  RL0134
 RL0134  STATE/COUNTY-  MI/BARAGA
 RL0134  COUNTRY     -  US
 RL0134  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0134
 RL0134                         *CURRENT SURVEY CONTROL
 RL0134  ______________________________________________________________________
 RL0134* NAD 83(1986) POSITION- 46 46 23.     (N) 088 09 44.     (W)   SCALED
 RL0134* NAVD 88 ORTHO HEIGHT -   439.658 (meters)     1442.44  (feet) ADJUSTED
 RL0134  ______________________________________________________________________
 RL0134  GEOID HEIGHT    -        -34.422 (meters)                     GEOID18
 RL0134  DYNAMIC HEIGHT  -        439.674 (meters)     1442.50  (feet) COMP
 RL0134  MODELED GRAVITY -    980,637.4   (mgal)                       NAVD 88
 RL0134
 RL0134  VERT ORDER      -  SECOND    CLASS 0
 RL0134
 RL0134.The horizontal coordinates were scaled from a map and have
 RL0134.an estimated accuracy of +/- 6 seconds.
 RL0134
 RL0134.The orthometric height was determined by differential leveling and
 RL0134.adjusted by the NATIONAL GEODETIC SURVEY
 RL0134.in June 1991.
 RL0134
 RL0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0134.GEOID18 height accuracy estimate available here.
 RL0134
 RL0134.Click photographs - Photos may exist for this station.
 RL0134
 RL0134.The dynamic height is computed by dividing the NAVD 88
 RL0134.geopotential number by the normal gravity value computed on the
 RL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0134.degrees latitude (g = 980.6199 gals.).
 RL0134
 RL0134.The modeled gravity was interpolated from observed gravity values.
 RL0134
 RL0134;                    North         East    Units  Estimated Accuracy
 RL0134;SPC MI N     -   221,800.    7,911,240.      MT  (+/- 180 meters Scaled)
 RL0134
 RL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS112806(NAD 83)
 RL0134
 RL0134                          SUPERSEDED SURVEY CONTROL
 RL0134
 RL0134  NGVD 29 (??/??/92)  439.617  (m)         1442.31   (f) ADJ UNCH    2 0
 RL0134
 RL0134.Superseded values are not recommended for survey control.
 RL0134
 RL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0134.See file dsdata.pdf to determine how the superseded data were derived.
 RL0134
 RL0134_MARKER: DB = BENCH MARK DISK
 RL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0134_STAMPING: F 161 1948
 RL0134_MARK LOGO: CGS
 RL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0134+STABILITY: SURFACE MOTION
 RL0134
 RL0134  HISTORY     - Date     Condition        Report By
 RL0134  HISTORY     - 1948     MONUMENTED       CGS
 RL0134
 RL0134                          STATION DESCRIPTION
 RL0134
 RL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0134'17 MI E FROM L ANSE.
 RL0134'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0134'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0134'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0134'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0134'2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2 MILE
 RL0134'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0134'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH AND
 RL0134'ABOUT 1.0 MILE SOUTHEAST ALONG TRAILS, AT THE JUNCTION OF
 RL0134'TRAILS LEADING EAST AND NORTHEAST, 21 FEET EAST-NORTHEAST OF THE
 RL0134'CENTER LINE OF THE TRAIL LEADING SOUTH-SOUTHEAST, 110 FEET
 RL0134'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE TRAILS,
 RL0134'7 FEET NORTHWEST OF A TRIANGULAR BLAZED CROOKED MAPLE TREE,
 RL0134'2 FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 RL0134'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0937 ***********************************************************************
 NF0937  DESIGNATION -  F 162
 NF0937  PID         -  NF0937
 NF0937  STATE/COUNTY-  MI/ALLEGAN
 NF0937  COUNTRY     -  US
 NF0937  USGS QUAD   -  MILLGROVE (2017)
 NF0937
 NF0937                         *CURRENT SURVEY CONTROL
 NF0937  ______________________________________________________________________
 NF0937* NAD 83(1986) POSITION- 42 33 04.     (N) 085 57 59.     (W)   SCALED
 NF0937* NAVD 88 ORTHO HEIGHT -   203.343 (meters)      667.13  (feet) ADJUSTED
 NF0937  ______________________________________________________________________
 NF0937  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 NF0937  DYNAMIC HEIGHT  -        203.288 (meters)      666.95  (feet) COMP
 NF0937  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 NF0937
 NF0937  VERT ORDER      -  SECOND    CLASS 0
 NF0937
 NF0937.The horizontal coordinates were scaled from a map and have
 NF0937.an estimated accuracy of +/- 6 seconds.
 NF0937
 NF0937.The orthometric height was determined by differential leveling and
 NF0937.adjusted by the NATIONAL GEODETIC SURVEY
 NF0937.in June 1991.
 NF0937
 NF0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0937.GEOID18 height accuracy estimate available here.
 NF0937
 NF0937.Click photographs - Photos may exist for this station.
 NF0937
 NF0937.The dynamic height is computed by dividing the NAVD 88
 NF0937.geopotential number by the normal gravity value computed on the
 NF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0937.degrees latitude (g = 980.6199 gals.).
 NF0937
 NF0937.The modeled gravity was interpolated from observed gravity values.
 NF0937
 NF0937;                    North         East    Units  Estimated Accuracy
 NF0937;SPC MI S     -   118,000.    3,868,630.      MT  (+/- 180 meters Scaled)
 NF0937
 NF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN848114(NAD 83)
 NF0937
 NF0937                          SUPERSEDED SURVEY CONTROL
 NF0937
 NF0937  NGVD 29 (??/??/92)  203.484  (m)          667.60   (f) ADJ UNCH    2 0
 NF0937
 NF0937.Superseded values are not recommended for survey control.
 NF0937
 NF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0937.See file dsdata.pdf to determine how the superseded data were derived.
 NF0937
 NF0937_MARKER: DB = BENCH MARK DISK
 NF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0937_STAMPING: F 162 1948
 NF0937_MARK LOGO: CGS
 NF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0937+STABILITY: SURFACE MOTION
 NF0937
 NF0937  HISTORY     - Date     Condition        Report By
 NF0937  HISTORY     - 1948     MONUMENTED       CGS
 NF0937  HISTORY     - 1983     GOOD
 NF0937  HISTORY     - 1988     GOOD             USPSQD
 NF0937  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 NF0937  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0937
 NF0937                          STATION DESCRIPTION
 NF0937
 NF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0937'6.5 MI W FROM ALLEGAN.
 NF0937'6.5 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0937'ALLEGAN, ABOUT 0.75 MILE NORTHWEST OF A NORTH-SOUTH CROSS ROAD
 NF0937'AND PUBLIC HALL, ABOUT 0.75 MILE EAST OF A BRIDGE OVER SWAN RIVER,
 NF0937'ABOUT 0.25 MILE SOUTHEAST OF A CURVE SOUTHEAST AND WEST AND THE
 NF0937'JUNCTION OF A BLACK TOP ROAD EAST, AT THE Y JUNCTION OF A GRAVEL
 NF0937'ROAD NORTH, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NF0937'48 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 18 FEET
 NF0937'EAST-NORTHEAST OF A 28-INCH OAK TREE, 2 FEET EAST OF A WHITE
 NF0937'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 NF0937'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK IS ABOUT 6.7
 NF0937'MILES EAST ALONG STATE HIGHWAY 89 FROM ITS CROSSING WITH THE
 NF0937'CHESAPEAKE AND OHIO RAILWAY AT PEARL.
 NF0937
 NF0937                          STATION RECOVERY (1983)
 NF0937
 NF0937'RECOVERED 1983
 NF0937'RECOVERED IN GOOD CONDITION.
 NF0937
 NF0937                          STATION RECOVERY (1988)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0937'RECOVERED IN GOOD CONDITION.
 NF0937
 NF0937                          STATION RECOVERY (1995)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0937'MARK NOT FOUND.
 NF0937
 NF0937                          STATION RECOVERY (1997)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0937'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0079 ***********************************************************************
 RL0079  DESIGNATION -  F 163
 RL0079  PID         -  RL0079
 RL0079  STATE/COUNTY-  MI/BARAGA
 RL0079  COUNTRY     -  US
 RL0079  USGS QUAD   -  AURA (2017)
 RL0079
 RL0079                         *CURRENT SURVEY CONTROL
 RL0079  ______________________________________________________________________
 RL0079* NAD 83(1986) POSITION- 46 50 02.     (N) 088 21 42.     (W)   SCALED
 RL0079* NAVD 88 ORTHO HEIGHT -   249.101 (meters)      817.26  (feet) ADJUSTED
 RL0079  ______________________________________________________________________
 RL0079  GEOID HEIGHT    -        -34.672 (meters)                     GEOID18
 RL0079  DYNAMIC HEIGHT  -        249.113 (meters)      817.30  (feet) COMP
 RL0079  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 RL0079
 RL0079  VERT ORDER      -  SECOND    CLASS 0
 RL0079
 RL0079.The horizontal coordinates were scaled from a map and have
 RL0079.an estimated accuracy of +/- 6 seconds.
 RL0079
 RL0079.The orthometric height was determined by differential leveling and
 RL0079.adjusted by the NATIONAL GEODETIC SURVEY
 RL0079.in June 1991.
 RL0079
 RL0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0079.GEOID18 height accuracy estimate available here.
 RL0079
 RL0079.Click photographs - Photos may exist for this station.
 RL0079
 RL0079.The dynamic height is computed by dividing the NAVD 88
 RL0079.geopotential number by the normal gravity value computed on the
 RL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0079.degrees latitude (g = 980.6199 gals.).
 RL0079
 RL0079.The modeled gravity was interpolated from observed gravity values.
 RL0079
 RL0079;                    North         East    Units  Estimated Accuracy
 RL0079;SPC MI N     -   228,800.    7,896,130.      MT  (+/- 180 meters Scaled)
 RL0079
 RL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS961876(NAD 83)
 RL0079
 RL0079                          SUPERSEDED SURVEY CONTROL
 RL0079
 RL0079  NGVD 29 (??/??/92)  249.068  (m)          817.15   (f) ADJ UNCH    2 0
 RL0079
 RL0079.Superseded values are not recommended for survey control.
 RL0079
 RL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0079.See file dsdata.pdf to determine how the superseded data were derived.
 RL0079
 RL0079_MARKER: DB = BENCH MARK DISK
 RL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0079_STAMPING: F 163 1948
 RL0079_MARK LOGO: CGS
 RL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0079+STABILITY: SURFACE MOTION
 RL0079
 RL0079  HISTORY     - Date     Condition        Report By
 RL0079  HISTORY     - 1948     MONUMENTED       CGS
 RL0079
 RL0079                          STATION DESCRIPTION
 RL0079
 RL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0079'8 MI NE FROM L ANSE.
 RL0079'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0079'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0079'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.55 MILES NORTHEAST
 RL0079'ALONG THE PEQUAMING ROAD, THENCE ABOUT 0.95 MILE EAST ALONG
 RL0079'COUNTY ROAD 635, ALONG A SHORT NORTHWEST-SOUTHEAST TANGENT IN
 RL0079'ROAD, AT A 1-STORY IMITATION BRICK HOUSE SOUTHWEST OF ROAD,
 RL0079'72 FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 19 FEET
 RL0079'SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 27 FEET
 RL0079'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST
 RL0079'OF THE SOUTHEAST END OF A 14-INCH PIPE CULVERT UNDER DRIVE,
 RL0079'3 FEET SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD
 RL0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0110 ***********************************************************************
 RL0110  DESIGNATION -  F 164
 RL0110  PID         -  RL0110
 RL0110  STATE/COUNTY-  MI/BARAGA
 RL0110  COUNTRY     -  US
 RL0110  USGS QUAD   -  MCCOMB CORNER (2017)
 RL0110
 RL0110                         *CURRENT SURVEY CONTROL
 RL0110  ______________________________________________________________________
 RL0110* NAD 83(2011) POSITION- 46 51 53.57993(N) 088 04 57.63587(W)   ADJUSTED
 RL0110* NAD 83(2011) ELLIP HT-   181.858 (meters)        (06/27/12)   ADJUSTED
 RL0110* NAD 83(2011) EPOCH   -  2010.00
 RL0110* NAVD 88 ORTHO HEIGHT -   216.962 (meters)      711.82  (feet) ADJUSTED
 RL0110  ______________________________________________________________________
 RL0110  GEOID HEIGHT    -        -35.125 (meters)                     GEOID18
 RL0110  NAD 83(2011) X  -    146,168.032 (meters)                     COMP
 RL0110  NAD 83(2011) Y  - -4,366,339.637 (meters)                     COMP
 RL0110  NAD 83(2011) Z  -  4,631,640.354 (meters)                     COMP
 RL0110  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 RL0110  DYNAMIC HEIGHT  -        216.976 (meters)      711.86  (feet) COMP
 RL0110  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 RL0110
 RL0110  VERT ORDER      -  SECOND    CLASS 0
 RL0110
 RL0110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0110  Standards:
 RL0110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0110  -------------------------------------------------------------------
 RL0110  NETWORK    0.63   1.59           0.28   0.23   0.81      0.11149379
 RL0110  -------------------------------------------------------------------
 RL0110  Click here for local accuracies and other accuracy information.
 RL0110
 RL0110.The horizontal coordinates were established by GPS observations
 RL0110.and adjusted by the National Geodetic Survey in June 2012.
 RL0110
 RL0110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0110.been affixed to the stable North American tectonic plate. See 
 RL0110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0110
 RL0110.The horizontal coordinates are valid at the epoch date displayed above
 RL0110.which is a decimal equivalence of Year/Month/Day.
 RL0110
 RL0110.The orthometric height was determined by differential leveling and
 RL0110.adjusted by the NATIONAL GEODETIC SURVEY
 RL0110.in June 1991.
 RL0110
 RL0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0110.GEOID18 height accuracy estimate available here.
 RL0110
 RL0110.Click photographs - Photos may exist for this station.
 RL0110
 RL0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0110
 RL0110.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0110
 RL0110.The ellipsoidal height was determined by GPS observations
 RL0110.and is referenced to NAD 83.
 RL0110
 RL0110.The dynamic height is computed by dividing the NAVD 88
 RL0110.geopotential number by the normal gravity value computed on the
 RL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0110.degrees latitude (g = 980.6199 gals.).
 RL0110
 RL0110.The modeled gravity was interpolated from observed gravity values.
 RL0110
 RL0110. The following values were computed from the NAD 83(2011) position.
 RL0110
 RL0110;                    North         East     Units Scale Factor Converg.
 RL0110;SPC MI N     -   231,921.122 7,917,454.953   MT  0.99995401   -0 46 57.2
 RL0110;SPC MI N     -   760,896.07 25,975,902.08   iFT  0.99995401   -0 46 57.2
 RL0110;UTM  16      - 5,190,718.232   417,481.923   MT  0.99968369   -0 47 24.4
 RL0110
 RL0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0110!SPC MI N     -   0.99997149  x   0.99995401  =   0.99992551
 RL0110!UTM  16      -   0.99997149  x   0.99968369  =   0.99965519
 RL0110
 RL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1748190718(NAD 83)
 RL0110
 RL0110                          SUPERSEDED SURVEY CONTROL
 RL0110
 RL0110  NAD 83(2007)-  46 51 53.57992(N)    088 04 57.63632(W) AD(2002.00) A
 RL0110  ELLIP H (02/24/11)  181.867  (m)                       GP(2002.00) 3 2
 RL0110  NAVD 88             216.96   (m)          711.8    (f) LEVELING    3  
 RL0110  NGVD 29 (??/??/92)  216.924  (m)          711.69   (f) ADJ UNCH    2 0
 RL0110
 RL0110.Superseded values are not recommended for survey control.
 RL0110
 RL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0110.See file dsdata.pdf to determine how the superseded data were derived.
 RL0110
 RL0110_MARKER: DB = BENCH MARK DISK
 RL0110_SETTING: 66 = SET IN ROCK OUTCROP
 RL0110_STAMPING: F 164 1948
 RL0110_MARK LOGO: CGS
 RL0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0110+STABILITY: POSITION/ELEVATION WELL
 RL0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0110+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 RL0110
 RL0110  HISTORY     - Date     Condition        Report By
 RL0110  HISTORY     - 1948     MONUMENTED       CGS
 RL0110  HISTORY     - 20010101 GOOD             WOOLPT
 RL0110  HISTORY     - 20090609 GOOD             MIDT
 RL0110
 RL0110                          STATION DESCRIPTION
 RL0110
 RL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0110'7 MI SE FROM SKANEE.
 RL0110'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0110'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD VIA
 RL0110'SKANEE HIGH SCHOOL TO MC COMBS CORNER, THENCE ABOUT 1.3 MILES
 RL0110'SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD MOTOR COMPANY LUMBER
 RL0110'CAMP AT EAST END OF FORD MOTOR COMPANY RAILROAD, SET IN THE TOP
 RL0110'OF A ROCK LEDGE ON THE WEST BANK OF HURON RIVER, 89 FEET NORTH
 RL0110'OF THE NORTHWEST CORNER OF THE 125-FOOT WOODEN BRIDGE OVER THE
 RL0110'RIVER, 98 FEET EAST OF THE CENTER LINE OF DIM ROAD NORTH, 26
 RL0110'FEET SOUTHEAST OF A 19-INCH HEMLOCK TREE, ABOUT LEVEL WITH ROAD
 RL0110'AND SET IN A DRILL HOLE.
 RL0110
 RL0110                          STATION RECOVERY (2001)
 RL0110
 RL0110'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 RL0110'RECOVERED IN GOOD CONDITION.
 RL0110
 RL0110                          STATION RECOVERY (2009)
 RL0110
 RL0110'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0110'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0132 ***********************************************************************
 RK0132  DESIGNATION -  F 165
 RK0132  PID         -  RK0132
 RK0132  STATE/COUNTY-  MI/MARQUETTE
 RK0132  COUNTRY     -  US
 RK0132  USGS QUAD   -  MARQUETTE (2017)
 RK0132
 RK0132                         *CURRENT SURVEY CONTROL
 RK0132  ______________________________________________________________________
 RK0132* NAD 83(1986) POSITION- 46 35 11.1    (N) 087 26 29.7    (W)   HD_HELD2
 RK0132* NAVD 88 ORTHO HEIGHT -   202.053 (meters)      662.90  (feet) ADJUSTED
 RK0132  ______________________________________________________________________
 RK0132  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 RK0132  DYNAMIC HEIGHT  -        202.072 (meters)      662.96  (feet) COMP
 RK0132  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 RK0132
 RK0132  VERT ORDER      -  SECOND    CLASS 0
 RK0132
 RK0132.The horizontal coordinates were established by autonomous hand held GPS
 RK0132.observations and have an estimated accuracy of +/- 10 meters.
 RK0132
 RK0132.The orthometric height was determined by differential leveling and
 RK0132.adjusted by the NATIONAL GEODETIC SURVEY
 RK0132.in June 1991.
 RK0132
 RK0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0132.GEOID18 height accuracy estimate available here.
 RK0132
 RK0132.Click photographs - Photos may exist for this station.
 RK0132
 RK0132.The dynamic height is computed by dividing the NAVD 88
 RK0132.geopotential number by the normal gravity value computed on the
 RK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0132.degrees latitude (g = 980.6199 gals.).
 RK0132
 RK0132.The modeled gravity was interpolated from observed gravity values.
 RK0132
 RK0132;                    North         East    Units  Estimated Accuracy
 RK0132;SPC MI N     -   200,498.    7,966,160.      MT  (+/- 10 meters HH2 GPS)
 RK0132
 RK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6617059300(NAD 83)
 RK0132
 RK0132                          SUPERSEDED SURVEY CONTROL
 RK0132
 RK0132  NGVD 29 (??/??/92)  202.015  (m)          662.78   (f) ADJ UNCH    2 0
 RK0132
 RK0132.Superseded values are not recommended for survey control.
 RK0132
 RK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0132.See file dsdata.pdf to determine how the superseded data were derived.
 RK0132
 RK0132_MARKER: DB = BENCH MARK DISK
 RK0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0132_SP_SET: BRIDGE
 RK0132_STAMPING: F 165 1948
 RK0132_MARK LOGO: CGS
 RK0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0132+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 RK0132
 RK0132  HISTORY     - Date     Condition        Report By
 RK0132  HISTORY     - 1948     MONUMENTED       CGS
 RK0132  HISTORY     - 1985     GOOD             NGS
 RK0132  HISTORY     - 20010331 GOOD             NGS
 RK0132  HISTORY     - 20050906 GOOD             USPSQD
 RK0132  HISTORY     - 20061118 GOOD             USPSQD
 RK0132  HISTORY     - 20080802 GOOD             GEOCAC
 RK0132
 RK0132                          STATION DESCRIPTION
 RK0132
 RK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0132'3.6 MI NW FROM MARQUETTE.
 RK0132'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0132'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 3.1 MILES
 RK0132'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.25 MILE SOUTHEAST
 RK0132'OF THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RAILWAY, SET
 RK0132'IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE BASE FOR THE
 RK0132'SOUTHWEST BANISTER OF A 31-FOOT CONCRETE BRIDGE OVER COMPEAU
 RK0132'CREEK, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8
 RK0132'INCHES NORTHWEST OF THE SOUTHEAST END OF THE BASE AND ABOUT
 RK0132'0.8 FOOT ABOVE THE ROAD.
 RK0132
 RK0132                          STATION RECOVERY (1985)
 RK0132
 RK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0132'RECOVERED IN GOOD CONDITION.
 RK0132
 RK0132                          STATION RECOVERY (2001)
 RK0132
 RK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0132
 RK0132                          STATION RECOVERY (2005)
 RK0132
 RK0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0132'RECOVERED IN GOOD CONDITION.
 RK0132
 RK0132                          STATION RECOVERY (2006)
 RK0132
 RK0132'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 RK0132'RECOVERED IN GOOD CONDITION.
 RK0132
 RK0132                          STATION RECOVERY (2008)
 RK0132
 RK0132'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0401 ***********************************************************************
 NF0401  DESIGNATION -  F 167
 NF0401  PID         -  NF0401
 NF0401  STATE/COUNTY-  MI/KENT
 NF0401  COUNTRY     -  US
 NF0401  USGS QUAD   -  ALTO (2017)
 NF0401
 NF0401                         *CURRENT SURVEY CONTROL
 NF0401  ______________________________________________________________________
 NF0401* NAD 83(1986) POSITION- 42 48 44.     (N) 085 27 28.     (W)   SCALED
 NF0401* NAVD 88 ORTHO HEIGHT -   235.713 (meters)      773.34  (feet) ADJUSTED
 NF0401  ______________________________________________________________________
 NF0401  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 NF0401  DYNAMIC HEIGHT  -        235.647 (meters)      773.12  (feet) COMP
 NF0401  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 NF0401
 NF0401  VERT ORDER      -  SECOND    CLASS 0
 NF0401
 NF0401.The horizontal coordinates were scaled from a map and have
 NF0401.an estimated accuracy of +/- 6 seconds.
 NF0401
 NF0401.The orthometric height was determined by differential leveling and
 NF0401.adjusted by the NATIONAL GEODETIC SURVEY
 NF0401.in June 1991.
 NF0401
 NF0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0401.GEOID18 height accuracy estimate available here.
 NF0401
 NF0401.Click photographs - Photos may exist for this station.
 NF0401
 NF0401.The dynamic height is computed by dividing the NAVD 88
 NF0401.geopotential number by the normal gravity value computed on the
 NF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0401.degrees latitude (g = 980.6199 gals.).
 NF0401
 NF0401.The modeled gravity was interpolated from observed gravity values.
 NF0401
 NF0401;                    North         East    Units  Estimated Accuracy
 NF0401;SPC MI S     -   146,340.    3,910,770.      MT  (+/- 180 meters Scaled)
 NF0401
 NF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260411(NAD 83)
 NF0401
 NF0401                          SUPERSEDED SURVEY CONTROL
 NF0401
 NF0401  NGVD 29 (??/??/92)  235.841  (m)          773.76   (f) ADJ UNCH    2 0
 NF0401
 NF0401.Superseded values are not recommended for survey control.
 NF0401
 NF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0401.See file dsdata.pdf to determine how the superseded data were derived.
 NF0401
 NF0401_MARKER: DB = BENCH MARK DISK
 NF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0401_STAMPING: F 167 1948
 NF0401_MARK LOGO: CGS
 NF0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0401+STABILITY: SURFACE MOTION
 NF0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0401+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 NF0401
 NF0401  HISTORY     - Date     Condition        Report By
 NF0401  HISTORY     - 1948     MONUMENTED       CGS
 NF0401  HISTORY     - 1985     GOOD             USPSQD
 NF0401  HISTORY     - 1987     GOOD             USPSQD
 NF0401  HISTORY     - 1988     GOOD             USPSQD
 NF0401  HISTORY     - 1989     GOOD             USPSQD
 NF0401  HISTORY     - 19950531 GOOD             MI-081
 NF0401  HISTORY     - 19991009 GOOD             USPSQD
 NF0401  HISTORY     - 20010806 GOOD             NGS
 NF0401  HISTORY     - 20061124 GOOD             GEOCAC
 NF0401
 NF0401                          STATION DESCRIPTION
 NF0401
 NF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0401'4.9 MI SW FROM MC CORDS.
 NF0401'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0401'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 4.1 MILES
 NF0401'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 84TH
 NF0401'STREET SE, 60 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 NF0401'46 FEET EAST OF THE CENTER LINE OF WHITNEYVILLE AVENUE, 25
 NF0401'FEET WEST-NORTHWEST OF A 30-INCH OAK TREE, 24 FEET SOUTH-SOUTHEAST
 NF0401'OF A 30-INCH OAK TREE, 19 FEET EAST OF THE EAST END OF A 12-INCH
 NF0401'PIPE CULVERT, 4 1/2 FEET NORTH OF TELEPHONE POLE NO. 8/51,
 NF0401'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 NF0401'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0401'3 INCHES.
 NF0401
 NF0401                          STATION RECOVERY (1985)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0401'MARK PROJECTS SIX INCHES ABOVE GROUND LEVEL. NO WITNESS POST.
 NF0401
 NF0401                          STATION RECOVERY (1987)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1988)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1989)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1995)
 NF0401
 NF0401'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF0401'STATION IS LOCATED IN SECTION 14, T-5-N, R-10-W, CALEDONIA TOWNSHIP.
 NF0401'ABOUT 60.0 FT (18.3 M) NORTHEAST OF THE CENTERLINE OF WHITNEYVILLE
 NF0401'AVENUE AND 84TH STREET. TO REACH FROM THE JUNCTION OF INTERSTATE
 NF0401'HIGHWAY 96 AND CASCADE ROAD (EXIT 40 WHICH IS APPROXIMATELY 6.5 MI
 NF0401'(10.5 KM) SOUTHEASTERLY ALONG HIGHWAYS I-96 AND I-196 FROM DOWNTOWN
 NF0401'GRAND RAPIDS) , TRAVEL EASTERLY 6.8 MI (10.9 KM) ALONG CASCADE ROAD TO
 NF0401'WHITNEYVILLE AVENUE.  TURN RIGHT AND GO SOUTHERLY FOR 5.7 MI (9.2 KM)
 NF0401'TO 84TH STREET. STATION PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 NF0401'SURFACE.  IT IS 46.0 FT (14.0 M) EAST OF THE CENTERLINE OF
 NF0401'WHITNEYVILLE AVENUE, 24.0 FT (7.3 M) WEST-NORTHWEST OF A 36.0 INCH OAK
 NF0401'TREE, 24.0 FT (7.3 M) SOUTH-SOUTHEAST OF A 30.0 INCH OAK TREE, 13.0 FT
 NF0401'(4.0 M) WEST-NORTHWEST OF A POWERPOLE, AND 1.0 FT (0.3 M) SOUTH OF A
 NF0401'CARSONITE WITNESS POST.
 NF0401
 NF0401                          STATION RECOVERY (1999)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (2001)
 NF0401
 NF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0401
 NF0401                          STATION RECOVERY (2006)
 NF0401
 NF0401'RECOVERY NOTE BY GEOCACHING 2006 (TJB)
 NF0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0325 ***********************************************************************
 NF0325  DESIGNATION -  F 168
 NF0325  PID         -  NF0325
 NF0325  STATE/COUNTY-  MI/IONIA
 NF0325  COUNTRY     -  US
 NF0325  USGS QUAD   -  FREEPORT (2017)
 NF0325
 NF0325                         *CURRENT SURVEY CONTROL
 NF0325  ______________________________________________________________________
 NF0325* NAD 83(1986) POSITION- 42 51 11.     (N) 085 17 31.     (W)   SCALED
 NF0325* NAVD 88 ORTHO HEIGHT -   252.266 (meters)      827.64  (feet) ADJUSTED
 NF0325  ______________________________________________________________________
 NF0325  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 NF0325  DYNAMIC HEIGHT  -        252.195 (meters)      827.41  (feet) COMP
 NF0325  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 NF0325
 NF0325  VERT ORDER      -  SECOND    CLASS 0
 NF0325
 NF0325.The horizontal coordinates were scaled from a map and have
 NF0325.an estimated accuracy of +/- 6 seconds.
 NF0325
 NF0325.The orthometric height was determined by differential leveling and
 NF0325.adjusted by the NATIONAL GEODETIC SURVEY
 NF0325.in June 1991.
 NF0325
 NF0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0325.GEOID18 height accuracy estimate available here.
 NF0325
 NF0325.Click photographs - Photos may exist for this station.
 NF0325
 NF0325.The dynamic height is computed by dividing the NAVD 88
 NF0325.geopotential number by the normal gravity value computed on the
 NF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0325.degrees latitude (g = 980.6199 gals.).
 NF0325
 NF0325.The modeled gravity was interpolated from observed gravity values.
 NF0325
 NF0325;                    North         East    Units  Estimated Accuracy
 NF0325;SPC MI S     -   150,710.    3,924,380.      MT  (+/- 180 meters Scaled)
 NF0325
 NF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN395459(NAD 83)
 NF0325
 NF0325                          SUPERSEDED SURVEY CONTROL
 NF0325
 NF0325  NGVD 29 (??/??/92)  252.389  (m)          828.05   (f) ADJ UNCH    2 0
 NF0325
 NF0325.Superseded values are not recommended for survey control.
 NF0325
 NF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0325.See file dsdata.pdf to determine how the superseded data were derived.
 NF0325
 NF0325_MARKER: DB = BENCH MARK DISK
 NF0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0325_STAMPING: F 168 1948
 NF0325_MARK LOGO: CGS
 NF0325_PROJECTION: FLUSH
 NF0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0325+STABILITY: SURFACE MOTION
 NF0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0325+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 NF0325
 NF0325  HISTORY     - Date     Condition        Report By
 NF0325  HISTORY     - 1948     MONUMENTED       CGS
 NF0325  HISTORY     - 1985     GOOD             USPSQD
 NF0325  HISTORY     - 1989     GOOD             USPSQD
 NF0325  HISTORY     - 20060303 GOOD             INDIV
 NF0325  HISTORY     - 20070622 GOOD             GEOCAC
 NF0325  HISTORY     - 20070628 GOOD             MIDT
 NF0325  HISTORY     - 20120630 GOOD             INDIV
 NF0325
 NF0325                          STATION DESCRIPTION
 NF0325
 NF0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0325'1 MI E FROM ELMDALE.
 NF0325'1.0 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0325'STATION AT ELMDALE, AT THE CROSSING OF HASTINGS ROAD, 60 FEET
 NF0325'NORTHEAST OF THE CENTER OF THE CROSSING, 45 FEET NORTH OF THE
 NF0325'NORTH RAIL, 41 FEET EAST OF THE CENTERLINE OF HASTINGS ROAD, 15
 NF0325'FEET SOUTH OF THE SOUTH DRIVE TO A HOUSE, 5 FEET WEST-SOUTHWEST
 NF0325'OF A TELEPHONE GUY POLE, 1 1/2 FEET EAST OF A WHITE WOODEN
 NF0325'WITNESS POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 NF0325'CONCRETE POST PROJECTING 4 INCHES.
 NF0325
 NF0325                          STATION RECOVERY (1985)
 NF0325
 NF0325'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0325'RECOVERED IN GOOD CONDITION.
 NF0325
 NF0325                          STATION RECOVERY (1989)
 NF0325
 NF0325'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0325'RECOVERED IN GOOD CONDITION.
 NF0325
 NF0325                          STATION RECOVERY (2006)
 NF0325
 NF0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NF0325'RECOVERED IN GOOD CONDITION.
 NF0325
 NF0325                          STATION RECOVERY (2007)
 NF0325
 NF0325'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0325'WITNESS POST GONE.
 NF0325
 NF0325                          STATION RECOVERY (2007)
 NF0325
 NF0325'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0325'RECOVERED AS DESCRIBED.
 NF0325
 NF0325                          STATION RECOVERY (2012)
 NF0325
 NF0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BAT)
 NF0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0450 ***********************************************************************
 NF0450  DESIGNATION -  F 169
 NF0450  PID         -  NF0450
 NF0450  STATE/COUNTY-  MI/BARRY
 NF0450  COUNTRY     -  US
 NF0450  USGS QUAD   -  HASTINGS (2017)
 NF0450
 NF0450                         *CURRENT SURVEY CONTROL
 NF0450  ______________________________________________________________________
 NF0450* NAD 83(1986) POSITION- 42 40 02.     (N) 085 20 38.     (W)   SCALED
 NF0450* NAVD 88 ORTHO HEIGHT -   248.470 (meters)      815.19  (feet) ADJUSTED
 NF0450  ______________________________________________________________________
 NF0450  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 NF0450  DYNAMIC HEIGHT  -        248.395 (meters)      814.94  (feet) COMP
 NF0450  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 NF0450
 NF0450  VERT ORDER      -  SECOND    CLASS I
 NF0450
 NF0450.This mark is at Hastings Airport (9D9)
 NF0450
 NF0450.The horizontal coordinates were scaled from a map and have
 NF0450.an estimated accuracy of +/- 6 seconds.
 NF0450
 NF0450.The orthometric height was determined by differential leveling and
 NF0450.adjusted by the NATIONAL GEODETIC SURVEY
 NF0450.in August 2013.
 NF0450
 NF0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0450.GEOID18 height accuracy estimate available here.
 NF0450
 NF0450.Click photographs - Photos may exist for this station.
 NF0450
 NF0450.The dynamic height is computed by dividing the NAVD 88
 NF0450.geopotential number by the normal gravity value computed on the
 NF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0450.degrees latitude (g = 980.6199 gals.).
 NF0450
 NF0450.The modeled gravity was interpolated from observed gravity values.
 NF0450
 NF0450;                    North         East    Units  Estimated Accuracy
 NF0450;SPC MI S     -   130,120.    3,919,900.      MT  (+/- 180 meters Scaled)
 NF0450
 NF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN357251(NAD 83)
 NF0450
 NF0450                          SUPERSEDED SURVEY CONTROL
 NF0450
 NF0450  NAVD 88 (06/15/91)  248.465  (m)          815.17   (f) SUPERSEDED  2 0
 NF0450  NGVD 29 (??/??/92)  248.588  (m)          815.58   (f) ADJ UNCH    2 0
 NF0450
 NF0450.Superseded values are not recommended for survey control.
 NF0450
 NF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0450.See file dsdata.pdf to determine how the superseded data were derived.
 NF0450
 NF0450_MARKER: DB = BENCH MARK DISK
 NF0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0450_STAMPING: F 169 1948
 NF0450_MARK LOGO: CGS
 NF0450_PROJECTION: PROJECTING 5 CENTIMETERS
 NF0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0450+STABILITY: SURFACE MOTION
 NF0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0450+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NF0450
 NF0450  HISTORY     - Date     Condition        Report By
 NF0450  HISTORY     - 1948     MONUMENTED       CGS
 NF0450  HISTORY     - 1985     GOOD             USPSQD
 NF0450  HISTORY     - 1987     GOOD             USPSQD
 NF0450  HISTORY     - 19940312 GOOD             MI-015
 NF0450  HISTORY     - 19970311 GOOD             USPSQD
 NF0450  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF0450  HISTORY     - 20050515 GOOD             NGS
 NF0450
 NF0450                          STATION DESCRIPTION
 NF0450
 NF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0450'9.8 MI SW FROM FREEPORT.
 NF0450'8.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0450'THENCE ABOUT 1.6 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD,
 NF0450'THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD, AT THE NORTHEAST
 NF0450'CORNER OF THE HASTINGS AIRPORT, 37 FEET SOUTH OF THE CENTER LINE
 NF0450'OF THE ROAD, 5 FEET WEST OF A FENCE LINE SOUTH, 9 FEET SOUTH OF A
 NF0450'FENCE LINE EAST, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0450'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0450'PROJECTING 2 INCHES.  MARK MAY BE REACHED FROM THE COURT HOUSE
 NF0450'AT HASTINGS, BARRY COUNTY BY GOING ABOUT 0.2 MILE SOUTH ALONG
 NF0450'STATE HIGHWAY 43, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE
 NF0450'HIGHWAY 37, THENCE ABOUT 0.7 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NF0450'0.55 MILE EAST ALONG A GRAVEL ROAD.
 NF0450
 NF0450                          STATION RECOVERY (1985)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0450'WITNESS POST MISSING AND A ROW OF PINE TREES REPLACES NORTH-SOUTH
 NF0450'FENCE LINE.
 NF0450
 NF0450                          STATION RECOVERY (1987)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0450'RECOVERED IN GOOD CONDITION.
 NF0450
 NF0450                          STATION RECOVERY (1994)
 NF0450
 NF0450'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0450'RECOVERED IN GOOD CONDITION.  CARSONITE WITNESS POST INSTALLED.
 NF0450'LOCATED IN THE NORTHWEST 1/4 OF SECTION 11, RUTLAND TOWNSHIP.
 NF0450
 NF0450                          STATION RECOVERY (1997)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0450'RECOVERED IN GOOD CONDITION.
 NF0450
 NF0450                          STATION RECOVERY (2005)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0450'ON AIRPORT PROPERTY, REPORTED AT BEING RELOCATED BY AIRPORT MANAGER
 NF0450
 NF0450                          STATION RECOVERY (2005)
 NF0450
 NF0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF0450'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0335 ***********************************************************************
 OK0335  DESIGNATION -  F 17
 OK0335  PID         -  OK0335
 OK0335  STATE/COUNTY-  MI/MONTCALM
 OK0335  COUNTRY     -  US
 OK0335  USGS QUAD   -  SHERIDAN (2017)
 OK0335
 OK0335                         *CURRENT SURVEY CONTROL
 OK0335  ______________________________________________________________________
 OK0335* NAD 83(1986) POSITION- 43 07 42.     (N) 085 05 18.     (W)   SCALED
 OK0335* NAVD 88 ORTHO HEIGHT -   255.016 (meters)      836.67  (feet) ADJUSTED
 OK0335  ______________________________________________________________________
 OK0335  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 OK0335  DYNAMIC HEIGHT  -        254.959 (meters)      836.48  (feet) COMP
 OK0335  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 OK0335
 OK0335  VERT ORDER      -  FIRST     CLASS II
 OK0335
 OK0335.The horizontal coordinates were scaled from a map and have
 OK0335.an estimated accuracy of +/- 6 seconds.
 OK0335
 OK0335.The orthometric height was determined by differential leveling and
 OK0335.adjusted by the NATIONAL GEODETIC SURVEY
 OK0335.in June 1991.
 OK0335
 OK0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0335.GEOID18 height accuracy estimate available here.
 OK0335
 OK0335.Click photographs - Photos may exist for this station.
 OK0335
 OK0335.The dynamic height is computed by dividing the NAVD 88
 OK0335.geopotential number by the normal gravity value computed on the
 OK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0335.degrees latitude (g = 980.6199 gals.).
 OK0335
 OK0335.The modeled gravity was interpolated from observed gravity values.
 OK0335
 OK0335;                    North         East    Units  Estimated Accuracy
 OK0335;SPC MI S     -   181,120.    3,941,280.      MT  (+/- 180 meters Scaled)
 OK0335
 OK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN554768(NAD 83)
 OK0335
 OK0335                          SUPERSEDED SURVEY CONTROL
 OK0335
 OK0335  NGVD 29 (??/??/92)  255.150  (m)          837.10   (f) ADJ UNCH    1 2
 OK0335
 OK0335.Superseded values are not recommended for survey control.
 OK0335
 OK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0335.See file dsdata.pdf to determine how the superseded data were derived.
 OK0335
 OK0335_MARKER: DB = BENCH MARK DISK
 OK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0335_STAMPING: ELEV 837.105 FT F 17 1916
 OK0335_MARK LOGO: CGS
 OK0335_PROJECTION: FLUSH
 OK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0335+STABILITY: SURFACE MOTION
 OK0335
 OK0335  HISTORY     - Date     Condition        Report By
 OK0335  HISTORY     - 1916     MONUMENTED       CGS
 OK0335  HISTORY     - 1934     GOOD             CGS
 OK0335  HISTORY     - 1969     GOOD             USGS
 OK0335  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0335  HISTORY     - 19940622 GOOD             USPSQD
 OK0335  HISTORY     - 20011205 GOOD             NGS
 OK0335
 OK0335                          STATION DESCRIPTION
 OK0335
 OK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0335'1.5 MI S FROM FENWICK.
 OK0335'1.5 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0335'RAILWAY FROM THE MAIN STREET AT FENWICK, 1.6 MILES NORTH OF
 OK0335'SHILOH, IONIA COUNTY, 135 YARDS NORTH OF A DIRT-ROAD CROSSING,
 OK0335'AT THE NORTH END OF A CUT, AND 31 FEET WEST OF THE FORMER
 OK0335'LOCATION OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 837.105
 OK0335'FT. F 17 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0335'8 INCHES ABOVE GROUND.
 OK0335
 OK0335                          STATION RECOVERY (1969)
 OK0335
 OK0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0335'RECOVERED IN GOOD CONDITION.
 OK0335
 OK0335                          STATION RECOVERY (1992)
 OK0335
 OK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0335'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0335
 OK0335                          STATION RECOVERY (1994)
 OK0335
 OK0335'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0335'RECOVERED IN GOOD CONDITION.
 OK0335
 OK0335                          STATION RECOVERY (2001)
 OK0335
 OK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0631 ***********************************************************************
 NF0631  DESIGNATION -  F 171
 NF0631  PID         -  NF0631
 NF0631  STATE/COUNTY-  MI/VAN BUREN
 NF0631  COUNTRY     -  US
 NF0631  USGS QUAD   -  MERSON (2017)
 NF0631
 NF0631                         *CURRENT SURVEY CONTROL
 NF0631  ______________________________________________________________________
 NF0631* NAD 83(1986) POSITION- 42 23 51.     (N) 085 49 40.     (W)   SCALED
 NF0631* NAVD 88 ORTHO HEIGHT -   245.953 (meters)      806.93  (feet) ADJUSTED
 NF0631  ______________________________________________________________________
 NF0631  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 NF0631  DYNAMIC HEIGHT  -        245.884 (meters)      806.70  (feet) COMP
 NF0631  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 NF0631
 NF0631  VERT ORDER      -  SECOND    CLASS 0
 NF0631
 NF0631.The horizontal coordinates were scaled from a map and have
 NF0631.an estimated accuracy of +/- 6 seconds.
 NF0631
 NF0631.The orthometric height was determined by differential leveling and
 NF0631.adjusted by the NATIONAL GEODETIC SURVEY
 NF0631.in June 1991.
 NF0631
 NF0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0631.GEOID18 height accuracy estimate available here.
 NF0631
 NF0631.Click photographs - Photos may exist for this station.
 NF0631
 NF0631.The dynamic height is computed by dividing the NAVD 88
 NF0631.geopotential number by the normal gravity value computed on the
 NF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0631.degrees latitude (g = 980.6199 gals.).
 NF0631
 NF0631.The modeled gravity was interpolated from observed gravity values.
 NF0631
 NF0631;                    North         East    Units  Estimated Accuracy
 NF0631;SPC MI S     -   100,740.    3,879,720.      MT  (+/- 180 meters Scaled)
 NF0631
 NF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964945(NAD 83)
 NF0631
 NF0631                          SUPERSEDED SURVEY CONTROL
 NF0631
 NF0631  NGVD 29 (??/??/92)  246.091  (m)          807.38   (f) ADJ UNCH    2 0
 NF0631
 NF0631.Superseded values are not recommended for survey control.
 NF0631
 NF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0631.See file dsdata.pdf to determine how the superseded data were derived.
 NF0631
 NF0631_MARKER: DB = BENCH MARK DISK
 NF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0631_STAMPING: F 171 1948
 NF0631_MARK LOGO: CGS
 NF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0631+STABILITY: SURFACE MOTION
 NF0631
 NF0631  HISTORY     - Date     Condition        Report By
 NF0631  HISTORY     - 1948     MONUMENTED       CGS
 NF0631  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0631  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0631
 NF0631                          STATION DESCRIPTION
 NF0631
 NF0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0631'3.1 MI N FROM KENDALL.
 NF0631'3.1 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0631'KENDALL, ABOUT 0.5 MILE NORTH OF A CROSS ROAD, ABOUT 0.5 MILE
 NF0631'SOUTH OF THE JUNCTION OF A ROAD WEST AND ABANDONED BRICK DISTRICT
 NF0631'NO. 6 SCHOOL HOUSE, AT THE JUNCTION OF A GRAVEL ROAD EAST, 59
 NF0631'FEET EAST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE
 NF0631'CENTER LINE OF THE ROAD EAST, 1.5 FEET SOUTH OF A WIRE FENCE,
 NF0631'12.5 FEET EAST OF A CONCRETE FENCE CORNER POST, 20 FEET
 NF0631'EAST-SOUTHEAST OF A 32-INCH OAK TREE, 2 FEET WEST OF A WHITE
 NF0631'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 NF0631'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0631
 NF0631                          STATION RECOVERY (1978)
 NF0631
 NF0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0631'MARK NOT FOUND.
 NF0631
 NF0631                          STATION RECOVERY (1984)
 NF0631
 NF0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0631'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0926 ***********************************************************************
 NF0926  DESIGNATION -  F 172
 NF0926  PID         -  NF0926
 NF0926  STATE/COUNTY-  MI/ALLEGAN
 NF0926  COUNTRY     -  US
 NF0926  USGS QUAD   -  BURNIPS (2017)
 NF0926
 NF0926                         *CURRENT SURVEY CONTROL
 NF0926  ______________________________________________________________________
 NF0926* NAD 83(1986) POSITION- 42 38 18.     (N) 085 48 04.     (W)   SCALED
 NF0926* NAVD 88 ORTHO HEIGHT -   260.870 (meters)      855.87  (feet) ADJUSTED
 NF0926  ______________________________________________________________________
 NF0926  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 NF0926  DYNAMIC HEIGHT  -        260.800 (meters)      855.64  (feet) COMP
 NF0926  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 NF0926
 NF0926  VERT ORDER      -  SECOND    CLASS 0
 NF0926
 NF0926.The horizontal coordinates were scaled from a map and have
 NF0926.an estimated accuracy of +/- 6 seconds.
 NF0926
 NF0926.The orthometric height was determined by differential leveling and
 NF0926.adjusted by the NATIONAL GEODETIC SURVEY
 NF0926.in June 1991.
 NF0926
 NF0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0926.GEOID18 height accuracy estimate available here.
 NF0926
 NF0926.Click photographs - Photos may exist for this station.
 NF0926
 NF0926.The dynamic height is computed by dividing the NAVD 88
 NF0926.geopotential number by the normal gravity value computed on the
 NF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0926.degrees latitude (g = 980.6199 gals.).
 NF0926
 NF0926.The modeled gravity was interpolated from observed gravity values.
 NF0926
 NF0926;                    North         East    Units  Estimated Accuracy
 NF0926;SPC MI S     -   127,450.    3,882,370.      MT  (+/- 180 meters Scaled)
 NF0926
 NF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN982213(NAD 83)
 NF0926
 NF0926                          SUPERSEDED SURVEY CONTROL
 NF0926
 NF0926  NGVD 29 (??/??/92)  261.006  (m)          856.32   (f) ADJ UNCH    2 0
 NF0926
 NF0926.Superseded values are not recommended for survey control.
 NF0926
 NF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0926.See file dsdata.pdf to determine how the superseded data were derived.
 NF0926
 NF0926_MARKER: DB = BENCH MARK DISK
 NF0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0926_SP_SET: FOUNDATION
 NF0926_STAMPING: F 172 1948
 NF0926_MARK LOGO: CGS
 NF0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0926
 NF0926  HISTORY     - Date     Condition        Report By
 NF0926  HISTORY     - 1948     MONUMENTED       CGS
 NF0926  HISTORY     - 1987     GOOD             USPSQD
 NF0926  HISTORY     - 1988     GOOD             USPSQD
 NF0926  HISTORY     - 1989     GOOD             USPSQD
 NF0926
 NF0926                          STATION DESCRIPTION
 NF0926
 NF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0926'2 MI E FROM MONTEREY.
 NF0926'ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN CROSSROADS
 NF0926'AT MONTEREY, IN THE SOUTHWEST CORNER OF A NORTH-SOUTH CROSSROAD,
 NF0926'SET VERTICALLY IN THE CONCRETE FOUNDATION OF THE NORTH WALL OF A
 NF0926'BRICK SCHOOL BUILDING, 1 FOOT WEST OF THE NORTHEAST CORNER, 87
 NF0926'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 78 FEET WEST
 NF0926'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6 INCHES BELOW THE TOP
 NF0926'OF THE FOUNDATION, 1 FOOT ABOVE THE GROUND AND ABOUT 7 FEET ABOVE
 NF0926'THE INTERSECTION.
 NF0926
 NF0926                          STATION RECOVERY (1987)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
 NF0926
 NF0926                          STATION RECOVERY (1988)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
 NF0926
 NF0926                          STATION RECOVERY (1989)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0969 ***********************************************************************
 NF0969  DESIGNATION -  F 173
 NF0969  PID         -  NF0969
 NF0969  STATE/COUNTY-  MI/ALLEGAN
 NF0969  COUNTRY     -  US
 NF0969  USGS QUAD   -  BURNIPS (2017)
 NF0969
 NF0969                         *CURRENT SURVEY CONTROL
 NF0969  ______________________________________________________________________
 NF0969* NAD 83(1986) POSITION- 42 37 33.     (N) 085 45 48.     (W)   SCALED
 NF0969* NAVD 88 ORTHO HEIGHT -   214.400 (meters)      703.41  (feet) ADJUSTED
 NF0969  ______________________________________________________________________
 NF0969  GEOID HEIGHT    -        -33.273 (meters)                     GEOID18
 NF0969  DYNAMIC HEIGHT  -        214.341 (meters)      703.22  (feet) COMP
 NF0969  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 NF0969
 NF0969  VERT ORDER      -  SECOND    CLASS 0
 NF0969
 NF0969.The horizontal coordinates were scaled from a map and have
 NF0969.an estimated accuracy of +/- 6 seconds.
 NF0969
 NF0969.The orthometric height was determined by differential leveling and
 NF0969.adjusted by the NATIONAL GEODETIC SURVEY
 NF0969.in June 1991.
 NF0969
 NF0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0969.GEOID18 height accuracy estimate available here.
 NF0969
 NF0969.Click photographs - Photos may exist for this station.
 NF0969
 NF0969.The dynamic height is computed by dividing the NAVD 88
 NF0969.geopotential number by the normal gravity value computed on the
 NF0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0969.degrees latitude (g = 980.6199 gals.).
 NF0969
 NF0969.The modeled gravity was interpolated from observed gravity values.
 NF0969
 NF0969;                    North         East    Units  Estimated Accuracy
 NF0969;SPC MI S     -   126,010.    3,885,440.      MT  (+/- 180 meters Scaled)
 NF0969
 NF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN014200(NAD 83)
 NF0969
 NF0969                          SUPERSEDED SURVEY CONTROL
 NF0969
 NF0969  NGVD 29 (??/??/92)  214.534  (m)          703.85   (f) ADJ UNCH    2 0
 NF0969
 NF0969.Superseded values are not recommended for survey control.
 NF0969
 NF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0969.See file dsdata.pdf to determine how the superseded data were derived.
 NF0969
 NF0969_MARKER: DB = BENCH MARK DISK
 NF0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0969_STAMPING: F 173 1948
 NF0969_MARK LOGO: CGS
 NF0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0969+STABILITY: SURFACE MOTION
 NF0969
 NF0969  HISTORY     - Date     Condition        Report By
 NF0969  HISTORY     - 1948     MONUMENTED       CGS
 NF0969  HISTORY     - 1975     GOOD             LOCENG
 NF0969  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0969  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 NF0969
 NF0969                          STATION DESCRIPTION
 NF0969
 NF0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0969'AT HOPKINS.
 NF0969'AT HOPKINS, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 NF0969'NORTH-SOUTH CINDER STREET PARALLELING THE NEW YORK CENTRAL RAILROAD
 NF0969'TRACKS (WESTSIDE OF TRACK) AND A DIRT STREET WEST, 237 FEET
 NF0969'NORTH AND ACROSS THE TRACKS FROM THE SOUTHWEST CORNER OF THE
 NF0969'NYC RR STATION, 30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0969'STREET, 5 FEET NORTH OF THE PROLONGED CENTER LINE OF THE STREET
 NF0969'WEST (NOTE) STREET TURNS SOUTH TO CONNECT TO NORTH-SOUTH
 NF0969'STREET), 2 FEET SOUTH OF THE 2ND POWER POLE WEST OF THE RAILROAD,
 NF0969'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0969'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0969
 NF0969                          STATION RECOVERY (1975)
 NF0969
 NF0969'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0969'RECOVERED IN GOOD CONDITION.
 NF0969
 NF0969                          STATION RECOVERY (1997)
 NF0969
 NF0969'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0969'MARK NOT FOUND.
 NF0969
 NF0969                          STATION RECOVERY (1999)
 NF0969
 NF0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0969'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0651 ***********************************************************************
 NF0651  DESIGNATION -  F 174
 NF0651  PID         -  NF0651
 NF0651  STATE/COUNTY-  MI/ALLEGAN
 NF0651  COUNTRY     -  US
 NF0651  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0651
 NF0651                         *CURRENT SURVEY CONTROL
 NF0651  ______________________________________________________________________
 NF0651* NAD 83(1986) POSITION- 42 27 49.3    (N) 085 56 58.2    (W)   HD_HELD2
 NF0651* NAVD 88 ORTHO HEIGHT -   209.995 (meters)      688.96  (feet) ADJUSTED
 NF0651  ______________________________________________________________________
 NF0651  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 NF0651  DYNAMIC HEIGHT  -        209.938 (meters)      688.77  (feet) COMP
 NF0651  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 NF0651
 NF0651  VERT ORDER      -  SECOND    CLASS 0
 NF0651
 NF0651.The horizontal coordinates were established by autonomous hand held GPS
 NF0651.observations and have an estimated accuracy of +/- 10 meters.
 NF0651
 NF0651.The orthometric height was determined by differential leveling and
 NF0651.adjusted by the NATIONAL GEODETIC SURVEY
 NF0651.in June 1991.
 NF0651
 NF0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0651.GEOID18 height accuracy estimate available here.
 NF0651
 NF0651.Click photographs - Photos may exist for this station.
 NF0651
 NF0651.The dynamic height is computed by dividing the NAVD 88
 NF0651.geopotential number by the normal gravity value computed on the
 NF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0651.degrees latitude (g = 980.6199 gals.).
 NF0651
 NF0651.The modeled gravity was interpolated from observed gravity values.
 NF0651
 NF0651;                    North         East    Units  Estimated Accuracy
 NF0651;SPC MI S     -   108,268.    3,869,834.      MT  (+/- 10 meters HH2 GPS)
 NF0651
 NF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8636501796(NAD 83)
 NF0651
 NF0651                          SUPERSEDED SURVEY CONTROL
 NF0651
 NF0651  NGVD 29 (??/??/92)  210.134  (m)          689.41   (f) ADJ UNCH    2 0
 NF0651
 NF0651.Superseded values are not recommended for survey control.
 NF0651
 NF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0651.See file dsdata.pdf to determine how the superseded data were derived.
 NF0651
 NF0651_MARKER: DB = BENCH MARK DISK
 NF0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0651_STAMPING: F 174 1948
 NF0651_MARK LOGO: CGS
 NF0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0651+STABILITY: SURFACE MOTION
 NF0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0651+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0651
 NF0651  HISTORY     - Date     Condition        Report By
 NF0651  HISTORY     - 1948     MONUMENTED       CGS
 NF0651  HISTORY     - 1984     GOOD             NGS
 NF0651  HISTORY     - 1989     GOOD             USPSQD
 NF0651  HISTORY     - 20060318 GOOD             USPSQD
 NF0651
 NF0651                          STATION DESCRIPTION
 NF0651
 NF0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0651'1.1 MI N FROM CHESHIRE.
 NF0651'1.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0651'A CEMETERY A CHESHIRE, 225 YARDS SOUTH OF A SMALL BRIDGE OVER
 NF0651'A CREEK, 120 YARDS NORTH OF A TURN IN THE ROAD WITH TANGENTS
 NF0651'EAST AND NORTH, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NF0651'47 FEET SOUTH OF A 24-INCH ELM TREE WHICH IS AT THE NORTH END OF A
 NF0651'CLEARING, 14.5 FEET NORTH OF A TRIANGULAR BLAZED 18-INCH ELM
 NF0651'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 NF0651'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0651'4 INCHES.
 NF0651
 NF0651                          STATION RECOVERY (1984)
 NF0651
 NF0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0651'RECOVERED IN GOOD CONDITION.
 NF0651
 NF0651                          STATION RECOVERY (1989)
 NF0651
 NF0651'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0651'RECOVERED IN GOOD CONDITION.
 NF0651
 NF0651                          STATION RECOVERY (2006)
 NF0651
 NF0651'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0651'EAST OF CARSONITE WITNESS POST.  170 YARDS NORTH OF TURN, 245 YARDS
 NF0651'SOUTH OF CALVERT.  TREES ARE GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0549 ***********************************************************************
 NF0549  DESIGNATION -  F 175 RESET
 NF0549  PID         -  NF0549
 NF0549  STATE/COUNTY-  MI/ALLEGAN
 NF0549  COUNTRY     -  US
 NF0549  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0549
 NF0549                         *CURRENT SURVEY CONTROL
 NF0549  ______________________________________________________________________
 NF0549* NAD 83(1986) POSITION- 42 27 54.     (N) 085 34 07.     (W)   SCALED
 NF0549* NAVD 88 ORTHO HEIGHT -   276.02  (+/-2cm)      905.6   (feet) VERTCON3
 NF0549  ______________________________________________________________________
 NF0549  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 NF0549  VERT ORDER      -  THIRD (See Below)
 NF0549
 NF0549.The horizontal coordinates were scaled from a map and have
 NF0549.an estimated accuracy of +/- 6 seconds.
 NF0549
 NF0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0549
 NF0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0549.GEOID18 height accuracy estimate available here.
 NF0549
 NF0549.The vertical order pertains to the NGVD 29 superseded value.
 NF0549
 NF0549.Click photographs - Photos may exist for this station.
 NF0549
 NF0549;                    North         East    Units  Estimated Accuracy
 NF0549;SPC MI S     -   107,900.    3,901,160.      MT  (+/- 180 meters Scaled)
 NF0549
 NF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN176023(NAD 83)
 NF0549
 NF0549                          SUPERSEDED SURVEY CONTROL
 NF0549
 NF0549  NGVD 29 (02/05/16)  276.15   (m)          906.0    (f) RESET       3  
 NF0549
 NF0549.Superseded values are not recommended for survey control.
 NF0549
 NF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0549.See file dsdata.pdf to determine how the superseded data were derived.
 NF0549
 NF0549_MARKER: DB = BENCH MARK DISK
 NF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0549_STAMPING: F 175 RESET 1968
 NF0549_MARK LOGO: CGS
 NF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0549+STABILITY: SURFACE MOTION
 NF0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0549+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0549
 NF0549  HISTORY     - Date     Condition        Report By
 NF0549  HISTORY     - 1968     MONUMENTED       CGS
 NF0549  HISTORY     - 1989     GOOD             USPSQD
 NF0549  HISTORY     - 20031109 GOOD             USPSQD
 NF0549  HISTORY     - 20060318 GOOD             USPSQD
 NF0549
 NF0549                          STATION DESCRIPTION
 NF0549
 NF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NF0549'1.2 MI W FROM DOSTER.
 NF0549'1.25 MILES WEST ALONG 106TH AVE. FROM THE COUNTY LINE CROSSROAD
 NF0549'AT DOSTER.  IT IS 104 FEET NORTHWEST OF THE INTERSECTION OF
 NF0549'106TH AVE AND 2ND STREET, 102 FEET NORTH OF THE CENTERLINE OF
 NF0549'106TH AVE, 39 FEET WEST OF AN 18 INCH OAK TREE, 19 FEET WEST OF
 NF0549'THE CENTERLINE OF GRAVELED ROAD (2ND STREET), 1 FOOT SOUTH OF
 NF0549'A METAL WITNESS POST AND ABOUT 200 FEET EAST OF THE SOUTHEAST
 NF0549'CORNER OF THE HOME OF MR. ROBERT STRATTON ON WHOSE PROPERTY
 NF0549'THE MARK IS LOCATED.
 NF0549
 NF0549                          STATION RECOVERY (1989)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0549'RECOVERED IN GOOD CONDITION.
 NF0549
 NF0549                          STATION RECOVERY (2003)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0549'RECOVERED IN GOOD CONDITION.
 NF0549
 NF0549                          STATION RECOVERY (2006)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0837 ***********************************************************************
 NF0837  DESIGNATION -  F 176
 NF0837  PID         -  NF0837
 NF0837  STATE/COUNTY-  MI/BARRY
 NF0837  COUNTRY     -  US
 NF0837  USGS QUAD   -  ORANGEVILLE (2017)
 NF0837
 NF0837                         *CURRENT SURVEY CONTROL
 NF0837  ______________________________________________________________________
 NF0837* NAD 83(1986) POSITION- 42 35 19.     (N) 085 31 42.     (W)   SCALED
 NF0837* NAVD 88 ORTHO HEIGHT -   228.945 (meters)      751.13  (feet) ADJUSTED
 NF0837  ______________________________________________________________________
 NF0837  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 NF0837  DYNAMIC HEIGHT  -        228.877 (meters)      750.91  (feet) COMP
 NF0837  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 NF0837
 NF0837  VERT ORDER      -  SECOND    CLASS 0
 NF0837
 NF0837.The horizontal coordinates were scaled from a map and have
 NF0837.an estimated accuracy of +/- 6 seconds.
 NF0837
 NF0837.The orthometric height was determined by differential leveling and
 NF0837.adjusted by the NATIONAL GEODETIC SURVEY
 NF0837.in June 1991.
 NF0837
 NF0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0837.GEOID18 height accuracy estimate available here.
 NF0837
 NF0837.Click photographs - Photos may exist for this station.
 NF0837
 NF0837.The dynamic height is computed by dividing the NAVD 88
 NF0837.geopotential number by the normal gravity value computed on the
 NF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0837.degrees latitude (g = 980.6199 gals.).
 NF0837
 NF0837.The modeled gravity was interpolated from observed gravity values.
 NF0837
 NF0837;                    North         East    Units  Estimated Accuracy
 NF0837;SPC MI S     -   121,580.    3,904,660.      MT  (+/- 180 meters Scaled)
 NF0837
 NF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN207161(NAD 83)
 NF0837
 NF0837                          SUPERSEDED SURVEY CONTROL
 NF0837
 NF0837  NGVD 29 (??/??/92)  229.070  (m)          751.54   (f) ADJ UNCH    2 0
 NF0837
 NF0837.Superseded values are not recommended for survey control.
 NF0837
 NF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0837.See file dsdata.pdf to determine how the superseded data were derived.
 NF0837
 NF0837_MARKER: DB = BENCH MARK DISK
 NF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0837_STAMPING: F 176 1948
 NF0837_MARK LOGO: CGS
 NF0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0837+STABILITY: SURFACE MOTION
 NF0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0837+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2007
 NF0837
 NF0837  HISTORY     - Date     Condition        Report By
 NF0837  HISTORY     - 1948     MONUMENTED       CGS
 NF0837  HISTORY     - 1974     GOOD             NGS
 NF0837  HISTORY     - 1987     GOOD             USPSQD
 NF0837  HISTORY     - 19940312 GOOD             MI-015
 NF0837  HISTORY     - 20041030 GOOD             USPSQD
 NF0837  HISTORY     - 20070609 GOOD             GEOCAC
 NF0837
 NF0837                          STATION DESCRIPTION
 NF0837
 NF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0837'5.7 MI SE FROM SHELBYVILLE.
 NF0837'ABOUT 4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0837'RAILROAD STATION AT SHELBYVILLE, THENCE ABOUT 1.2 MILES SOUTHEAST
 NF0837'ALONG A COUNTY ROAD, ABOUT 0.8 MILE SOUTHEAST OF THE BARRY-ALLEGAN
 NF0837'COUNTY LINE, ABOUT 1.2 MILES NORTH OF AN EAST-WEST CROSSROAD,
 NF0837'ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF A ROAD NORTH, AT
 NF0837'THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND NORTHEAST, 32
 NF0837'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF CABLE
 NF0837'TELEPHONE POLE NO. 280, 81 FEET NORTHWEST OF THE NORTHWEST
 NF0837'PORCH CORNER OF OLD HOUSE NO. 12221, 2 FEET WEST OF A WHITE
 NF0837'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0837'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0837
 NF0837                          STATION RECOVERY (1974)
 NF0837
 NF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0837'RECOVERED IN GOOD CONDITION.
 NF0837
 NF0837                          STATION RECOVERY (1987)
 NF0837
 NF0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0837'RECOVERED IN GOOD CONDITION.
 NF0837
 NF0837                          STATION RECOVERY (1994)
 NF0837
 NF0837'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0837'LOCATED IN THE SOUTHEAST 1/4 OF SECTION 6, ORANGEVILLE TOWNSHIP, HOUSE
 NF0837'PORCH CORNER GONE, 7 FEET EAST OF POLE (NO UTILITIES ATTACHED), FOUND
 NF0837'METAL WITNESS POST 1 FOOT WEST OF MARK, 42 FEET WEST-SOUTHWEST OF
 NF0837'CENTER OF SANITARY MANHOLE, CARSONITE WITNESS POST INSTALLED.
 NF0837'MARGINALLY SUITED FOR GPS.
 NF0837
 NF0837                          STATION RECOVERY (2004)
 NF0837
 NF0837'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0837'UTILITY POLE GONE
 NF0837
 NF0837                          STATION RECOVERY (2007)
 NF0837
 NF0837'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0423 ***********************************************************************
 NF0423  DESIGNATION -  F 177
 NF0423  PID         -  NF0423
 NF0423  STATE/COUNTY-  MI/BARRY
 NF0423  COUNTRY     -  US
 NF0423  USGS QUAD   -  CLOVERDALE (2017)
 NF0423
 NF0423                         *CURRENT SURVEY CONTROL
 NF0423  ______________________________________________________________________
 NF0423* NAD 83(1986) POSITION- 42 36 30.     (N) 085 27 37.     (W)   SCALED
 NF0423* NAVD 88 ORTHO HEIGHT -   264.109 (meters)      866.50  (feet) ADJUSTED
 NF0423  ______________________________________________________________________
 NF0423  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NF0423  DYNAMIC HEIGHT  -        264.030 (meters)      866.24  (feet) COMP
 NF0423  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 NF0423
 NF0423  VERT ORDER      -  SECOND    CLASS I
 NF0423
 NF0423.The horizontal coordinates were scaled from a map and have
 NF0423.an estimated accuracy of +/- 6 seconds.
 NF0423
 NF0423.The orthometric height was determined by differential leveling and
 NF0423.adjusted by the NATIONAL GEODETIC SURVEY
 NF0423.in June 1991.
 NF0423
 NF0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0423.GEOID18 height accuracy estimate available here.
 NF0423
 NF0423.Click photographs - Photos may exist for this station.
 NF0423
 NF0423.The dynamic height is computed by dividing the NAVD 88
 NF0423.geopotential number by the normal gravity value computed on the
 NF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0423.degrees latitude (g = 980.6199 gals.).
 NF0423
 NF0423.The modeled gravity was interpolated from observed gravity values.
 NF0423
 NF0423;                    North         East    Units  Estimated Accuracy
 NF0423;SPC MI S     -   123,690.    3,910,270.      MT  (+/- 180 meters Scaled)
 NF0423
 NF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262184(NAD 83)
 NF0423
 NF0423                          SUPERSEDED SURVEY CONTROL
 NF0423
 NF0423  NGVD 29 (??/??/92)  264.234  (m)          866.91   (f) ADJ UNCH    2 0
 NF0423
 NF0423.Superseded values are not recommended for survey control.
 NF0423
 NF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0423.See file dsdata.pdf to determine how the superseded data were derived.
 NF0423
 NF0423_MARKER: DB = BENCH MARK DISK
 NF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0423_STAMPING: F 177 1948
 NF0423_MARK LOGO: CGS
 NF0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0423+STABILITY: SURFACE MOTION
 NF0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0423+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0423
 NF0423  HISTORY     - Date     Condition        Report By
 NF0423  HISTORY     - 1948     MONUMENTED       CGS
 NF0423  HISTORY     - 1987     GOOD             USPSQD
 NF0423  HISTORY     - 19941111 GOOD             MI-015
 NF0423  HISTORY     - 20000822 GOOD             MI-015
 NF0423  HISTORY     - 20041030 GOOD             USPSQD
 NF0423
 NF0423                          STATION DESCRIPTION
 NF0423
 NF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0423'7.8 MI S FROM MIDDLEVILLE.
 NF0423'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0423'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 5.2 MILES SOUTHWEST
 NF0423'ALONG COUNTY ROAD 611, 0.45 MILE NORTHEAST OF A ROAD WEST,
 NF0423'AT A HOUSE ON NORTHWEST SIDE OF ROAD AND NEAR THE CREST OF A
 NF0423'HILL DECENDING SOUTHWEST, 154 FEET EAST OF THE EAST CORNER
 NF0423'OF THE HOUSE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NF0423'NORTH ONE OF 2 DRIVES TO HOUSE, 36 FEET NORTHWEST OF THE CENTER
 NF0423'LINE OF THE ROAD, 8 FEET NORTH OF A CLUSTER OF 5 SMALL OAK
 NF0423'TREES, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 NF0423'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0423'PROJECTING 3 INCHES.
 NF0423
 NF0423                          STATION RECOVERY (1987)
 NF0423
 NF0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0423'RECOVERED IN GOOD CONDITION.
 NF0423
 NF0423                          STATION RECOVERY (1994)
 NF0423
 NF0423'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0423'METAL WITNESS POST STANDING (NO SIGN) 14 FEET EAST SOUTHEAST OF A 16
 NF0423'INCH QUAD OAK, 26 FEET NORTH-NORTHEAST OF A 14 INCH TRIPPLE OAK 35
 NF0423'FEET WEST-NORTHWEST OF THE CENTERLINE OF YANKEE SPRINGS ROAD
 NF0423'(BITUMINOUS) CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT
 NF0423'SUITABLE FOR GPS.
 NF0423
 NF0423                          STATION RECOVERY (2000)
 NF0423
 NF0423'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0423'RECOVERED WITH NEW DESCRIPTION.  LOCATED IN THE NORTHWEST 1/4 OF
 NF0423'SECTION 35, NEAR AND ABANDONED HOUSE SITE.  TO REACH FROM THE
 NF0423'INTERSECTION OF M-37 AND M-43 (2.3 MI WEST OF HASTINGS) TRAVEL WEST ON
 NF0423'M-43 FOR 0.25 MI (0.40 KM) TO CURVE WHERE M-43 SWINGS SOUTH AND CHIEF
 NF0423'NOONDAY ROAD CONTINUES WEST TO GUN LAKE.  CONTINUE WEST ON CHIEF
 NF0423'NOONDAY ROAD FOR 5.8 MI (9.3 KM) MI TO THE INTERSECTION OF YANKEE
 NF0423'SPRINGS ROAD.  TURN LEFT AND GO SOUTH 2.1 MI (3.4 KM) TO THE STATION
 NF0423'ON THE RIGHT.  IT IS 154.0 FT (46.9 M) EAST-NORTHEAST OF THE NORTHEAST
 NF0423'CORNER OF AND ABANDONED HOUSE, 35.0 FT (10.7 M) NORTHWEST OF THE
 NF0423'CENTERLINE OF YANKEE SPRINGS ROAD, 26.0 FT (7.9 M) NORTH-NORTHEAST OF
 NF0423'A 14-INCH TRIPLE TRUNKED OAK TREE, 14.0 FT (4.3 M) EAST-SOUTHEAST OF A
 NF0423'16-INCH QUADRUPLE TRUNKED OAK TREE AND 1.0 FT (0.3 M) EAST OF A
 NF0423'CARSONITE WITNESS POST.
 NF0423
 NF0423                          STATION RECOVERY (2004)
 NF0423
 NF0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0676 ***********************************************************************
 NE0676  DESIGNATION -  F 178
 NE0676  PID         -  NE0676
 NE0676  STATE/COUNTY-  MI/WASHTENAW
 NE0676  COUNTRY     -  US
 NE0676  USGS QUAD   -  DEXTER (2017)
 NE0676
 NE0676                         *CURRENT SURVEY CONTROL
 NE0676  ______________________________________________________________________
 NE0676* NAD 83(1986) POSITION- 42 20 54.     (N) 083 53 58.     (W)   SCALED
 NE0676* NAVD 88 ORTHO HEIGHT -   263.204 (meters)      863.53  (feet) ADJUSTED
 NE0676  ______________________________________________________________________
 NE0676  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 NE0676  DYNAMIC HEIGHT  -        263.127 (meters)      863.28  (feet) COMP
 NE0676  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 NE0676
 NE0676  VERT ORDER      -  FIRST     CLASS II
 NE0676
 NE0676.The horizontal coordinates were scaled from a map and have
 NE0676.an estimated accuracy of +/- 6 seconds.
 NE0676
 NE0676.The orthometric height was determined by differential leveling and
 NE0676.adjusted by the NATIONAL GEODETIC SURVEY
 NE0676.in June 1991.
 NE0676
 NE0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0676.GEOID18 height accuracy estimate available here.
 NE0676
 NE0676.Click photographs - Photos may exist for this station.
 NE0676
 NE0676.The dynamic height is computed by dividing the NAVD 88
 NE0676.geopotential number by the normal gravity value computed on the
 NE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0676.degrees latitude (g = 980.6199 gals.).
 NE0676
 NE0676.The modeled gravity was interpolated from observed gravity values.
 NE0676
 NE0676;                    North         East    Units  Estimated Accuracy
 NE0676;SPC MI S     -    94,340.    4,038,500.      MT  (+/- 180 meters Scaled)
 NE0676
 NE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG611925(NAD 83)
 NE0676
 NE0676                          SUPERSEDED SURVEY CONTROL
 NE0676
 NE0676  NGVD 29 (01/19/93)  263.328  (m)          863.94   (f) ADJUSTED    1 2
 NE0676  NGVD 29 (??/??/92)  263.256  (m)          863.70   (f) SUPERSEDED  1 2
 NE0676
 NE0676.Superseded values are not recommended for survey control.
 NE0676
 NE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0676.See file dsdata.pdf to determine how the superseded data were derived.
 NE0676
 NE0676_MARKER: DB = BENCH MARK DISK
 NE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0676_STAMPING: F 178 1948
 NE0676_MARK LOGO: CGS
 NE0676_PROJECTION: PROJECTING 10 CENTIMETERS
 NE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0676+STABILITY: SURFACE MOTION
 NE0676
 NE0676  HISTORY     - Date     Condition        Report By
 NE0676  HISTORY     - 1948     MONUMENTED       CGS
 NE0676  HISTORY     - 1985     GOOD             NGS
 NE0676  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0676
 NE0676                          STATION DESCRIPTION
 NE0676
 NE0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0676'1.4 MI NNW FROM DEXTER.
 NE0676'1.4 MILES NORTH-NORTHWEST ALONG THE PORTAGE LAKE ROAD FROM THE
 NE0676'UNION SCHOOL BUILDING AT DEXTER, AT 2-STORY HOUSE NO. 4410 ON
 NE0676'EAST SIDE OF ROAD, 63 FEET WEST-NORTHWEST OF THE NORTHWEST
 NE0676'CORNER OF THE HOUSE, 44 1/2 FEET EAST-NORTHEAST OF THE CENTER
 NE0676'LINE OF THE ROAD, 11 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE
 NE0676'OF THE ROAD, 14 FEET EAST OF A 28-INCH OAK TREE, 1 1/2 FEET
 NE0676'SOUTH OF A FENCE LINE, 1 1/2 WEST OF A WHITE WOODEN WITNESS
 NE0676'POST, 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NE0676'POST PROJECTING 4 INCHES.
 NE0676
 NE0676                          STATION RECOVERY (1985)
 NE0676
 NE0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0676'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 NE0676'MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION WITH
 NE0676'DEXTER-CHELSEA ROAD IN DEXTER, 19.3 M (63.3 FT) WEST-NORTHWEST OF THE
 NE0676'NORTHWEST CORNER OF A HOUSE AT 4410 DEXTER-PINCKNEY ROAD, 13.6 M (44.6
 NE0676'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 4.3 M (14.1 FT) EAST
 NE0676'OF A 32-INCH OAK TREE.
 NE0676'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE0676
 NE0676                          STATION RECOVERY (1998)
 NE0676
 NE0676'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0320 ***********************************************************************
 MC0320  DESIGNATION -  F 179
 MC0320  PID         -  MC0320
 MC0320  STATE/COUNTY-  MI/MONROE
 MC0320  COUNTRY     -  US
 MC0320  USGS QUAD   -  MONROE (2017)
 MC0320
 MC0320                         *CURRENT SURVEY CONTROL
 MC0320  ______________________________________________________________________
 MC0320* NAD 83(1986) POSITION- 41 55 34.     (N) 083 25 43.     (W)   SCALED
 MC0320* NAVD 88 ORTHO HEIGHT -   182.666 (meters)      599.30  (feet) ADJUSTED
 MC0320  ______________________________________________________________________
 MC0320  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 MC0320  DYNAMIC HEIGHT  -        182.600 (meters)      599.08  (feet) COMP
 MC0320  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 MC0320
 MC0320  VERT ORDER      -  FIRST     CLASS II
 MC0320
 MC0320.The horizontal coordinates were scaled from a map and have
 MC0320.an estimated accuracy of +/- 6 seconds.
 MC0320
 MC0320.The orthometric height was determined by differential leveling and
 MC0320.adjusted by the NATIONAL GEODETIC SURVEY
 MC0320.in June 1991.
 MC0320
 MC0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0320.GEOID18 height accuracy estimate available here.
 MC0320
 MC0320.Click photographs - Photos may exist for this station.
 MC0320
 MC0320.The dynamic height is computed by dividing the NAVD 88
 MC0320.geopotential number by the normal gravity value computed on the
 MC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0320.degrees latitude (g = 980.6199 gals.).
 MC0320
 MC0320.The modeled gravity was interpolated from observed gravity values.
 MC0320
 MC0320;                    North         East    Units  Estimated Accuracy
 MC0320;SPC MI S     -    47,770.    4,077,810.      MT  (+/- 180 meters Scaled)
 MC0320
 MC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG986444(NAD 83)
 MC0320
 MC0320                          SUPERSEDED SURVEY CONTROL
 MC0320
 MC0320  NGVD 29 (??/??/92)  182.833  (m)          599.84   (f) ADJ UNCH    1 2
 MC0320
 MC0320.Superseded values are not recommended for survey control.
 MC0320
 MC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0320.See file dsdata.pdf to determine how the superseded data were derived.
 MC0320
 MC0320_MARKER: DB = BENCH MARK DISK
 MC0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0320_SP_SET: BOX CULVERT
 MC0320_STAMPING: F 179 1954
 MC0320_MARK LOGO: CGS
 MC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0320+STABILITY: SURFACE MOTION
 MC0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0320+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 MC0320
 MC0320  HISTORY     - Date     Condition        Report By
 MC0320  HISTORY     - 1954     MONUMENTED       CGS
 MC0320  HISTORY     - 1968     GOOD             CGS
 MC0320  HISTORY     - 1983     GOOD             LOCSUR
 MC0320  HISTORY     - 1985     GOOD             USPSQD
 MC0320  HISTORY     - 20090331 GOOD             ADVGEO
 MC0320  HISTORY     - 20180711 GOOD             ADVGEO
 MC0320
 MC0320                          STATION DESCRIPTION
 MC0320
 MC0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0320'2.1 MI W FROM MONROE.
 MC0320'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0320'BUILDING, THENCE 1.8 MILES WEST ALONG ELM STREET AND NORTH
 MC0320'CUSTER ROAD, ABOUT 0.85 MILE WEST OF THE U.S. HIGHWAY 24 OVERPASS
 MC0320'OVER ELM STREET, SET IN THE TOP OF THE EAST END OF THE NORTH
 MC0320'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT OVER JARBO DRAIN,
 MC0320'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT WEST
 MC0320'OF THE EAST END OF THE HEAD WALL AND 2 FEET BELOW THE LEVEL OF THE
 MC0320'ROAD.
 MC0320
 MC0320                          STATION RECOVERY (1983)
 MC0320
 MC0320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0320'RECOVERED IN GOOD CONDITION.
 MC0320
 MC0320                          STATION RECOVERY (1985)
 MC0320
 MC0320'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0320'RECOVERED IN GOOD CONDITION.
 MC0320
 MC0320                          STATION RECOVERY (2009)
 MC0320
 MC0320'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (MAF)
 MC0320'RECOVERED IN GOOD CONDITION.
 MC0320
 MC0320                          STATION RECOVERY (2018)
 MC0320
 MC0320'RECOVERY NOTE BY ADVANCED GEOMATICS 2018 (CLF)
 MC0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0243 ***********************************************************************
 NF0243  DESIGNATION -  F 18
 NF0243  PID         -  NF0243
 NF0243  STATE/COUNTY-  MI/CLINTON
 NF0243  COUNTRY     -  US
 NF0243  USGS QUAD   -  EAGLE (2017)
 NF0243
 NF0243                         *CURRENT SURVEY CONTROL
 NF0243  ______________________________________________________________________
 NF0243* NAD 83(1986) POSITION- 42 48 34.     (N) 084 47 39.     (W)   SCALED
 NF0243* NAVD 88 ORTHO HEIGHT -   255.962 (meters)      839.77  (feet) ADJUSTED
 NF0243  ______________________________________________________________________
 NF0243  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 NF0243  DYNAMIC HEIGHT  -        255.890 (meters)      839.53  (feet) COMP
 NF0243  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 NF0243
 NF0243  VERT ORDER      -  FIRST     CLASS II
 NF0243
 NF0243.The horizontal coordinates were scaled from a map and have
 NF0243.an estimated accuracy of +/- 6 seconds.
 NF0243
 NF0243.The orthometric height was determined by differential leveling and
 NF0243.adjusted by the NATIONAL GEODETIC SURVEY
 NF0243.in June 1991.
 NF0243
 NF0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0243.GEOID18 height accuracy estimate available here.
 NF0243
 NF0243.Click photographs - Photos may exist for this station.
 NF0243
 NF0243.The dynamic height is computed by dividing the NAVD 88
 NF0243.geopotential number by the normal gravity value computed on the
 NF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0243.degrees latitude (g = 980.6199 gals.).
 NF0243
 NF0243.The modeled gravity was interpolated from observed gravity values.
 NF0243
 NF0243;                    North         East    Units  Estimated Accuracy
 NF0243;SPC MI S     -   145,540.    3,965,040.      MT  (+/- 180 meters Scaled)
 NF0243
 NF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN803420(NAD 83)
 NF0243
 NF0243                          SUPERSEDED SURVEY CONTROL
 NF0243
 NF0243  NGVD 29 (??/??/92)  256.100  (m)          840.22   (f) ADJ UNCH    1 2
 NF0243
 NF0243.Superseded values are not recommended for survey control.
 NF0243
 NF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0243.See file dsdata.pdf to determine how the superseded data were derived.
 NF0243
 NF0243_MARKER: DB = BENCH MARK DISK
 NF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0243_STAMPING: F 18 1916
 NF0243_MARK LOGO: CGS
 NF0243_PROJECTION: FLUSH
 NF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0243+STABILITY: SURFACE MOTION
 NF0243
 NF0243  HISTORY     - Date     Condition        Report By
 NF0243  HISTORY     - 1916     MONUMENTED       CGS
 NF0243  HISTORY     - 1916     GOOD             CGS
 NF0243  HISTORY     - 1934     MARK NOT FOUND   CGS
 NF0243  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0243  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0243
 NF0243                          STATION DESCRIPTION
 NF0243
 NF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0243'0.2 MI W FROM EAGLE.
 NF0243'AT EAGLE, CLINTON COUNTY, 1/4 MILES WEST ALONG THE PERE MARQUETTE
 NF0243'RAILWAY FROM THE STATION, 250 FEET WEST OF A ROAD CROSSING, ABOUT
 NF0243'10 YARDS EAST OF A CATTLE GUARD, AND BETWEEN THE TRACK AND A
 NF0243'HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NF0243
 NF0243                          STATION RECOVERY (1934)
 NF0243
 NF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NF0243'MARK NOT FOUND.
 NF0243
 NF0243                          STATION RECOVERY (1976)
 NF0243
 NF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0243'MARK NOT FOUND.
 NF0243
 NF0243                          STATION RECOVERY (1992)
 NF0243
 NF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0243'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0500 ***********************************************************************
 NE0500  DESIGNATION -  F 180
 NE0500  PID         -  NE0500
 NE0500  STATE/COUNTY-  MI/WAYNE
 NE0500  COUNTRY     -  US
 NE0500  USGS QUAD   -  ROCKWOOD (2017)
 NE0500
 NE0500                         *CURRENT SURVEY CONTROL
 NE0500  ______________________________________________________________________
 NE0500* NAD 83(1986) POSITION- 42 04 01.6    (N) 083 13 35.3    (W)   HD_HELD2
 NE0500* NAVD 88 ORTHO HEIGHT -   177.524 (meters)      582.43  (feet) ADJUSTED
 NE0500  ______________________________________________________________________
 NE0500  GEOID HEIGHT    -        -34.968 (meters)                     GEOID18
 NE0500  DYNAMIC HEIGHT  -        177.464 (meters)      582.23  (feet) COMP
 NE0500  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 NE0500
 NE0500  VERT ORDER      -  FIRST     CLASS I
 NE0500
 NE0500.The horizontal coordinates were established by autonomous hand held GPS
 NE0500.observations and have an estimated accuracy of +/- 10 meters.
 NE0500
 NE0500.The orthometric height was determined by differential leveling and
 NE0500.adjusted by the NATIONAL GEODETIC SURVEY
 NE0500.in June 1991.
 NE0500
 NE0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0500.GEOID18 height accuracy estimate available here.
 NE0500
 NE0500.Click photographs - Photos may exist for this station.
 NE0500
 NE0500.The dynamic height is computed by dividing the NAVD 88
 NE0500.geopotential number by the normal gravity value computed on the
 NE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0500.degrees latitude (g = 980.6199 gals.).
 NE0500
 NE0500.The modeled gravity was interpolated from observed gravity values.
 NE0500
 NE0500;                    North         East    Units  Estimated Accuracy
 NE0500;SPC MI S     -    63,633.    4,094,365.      MT  (+/- 10 meters HH2 GPS)
 NE0500
 NE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1579759626(NAD 83)
 NE0500
 NE0500                          SUPERSEDED SURVEY CONTROL
 NE0500
 NE0500  NGVD 29 (??/??/92)  177.699  (m)          583.00   (f) ADJ UNCH    1 1
 NE0500
 NE0500.Superseded values are not recommended for survey control.
 NE0500
 NE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0500.See file dsdata.pdf to determine how the superseded data were derived.
 NE0500
 NE0500_MARKER: DB = BENCH MARK DISK
 NE0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0500_STAMPING: F 180 1954
 NE0500_MARK LOGO: CGS
 NE0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0500+STABILITY: SURFACE MOTION
 NE0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0500+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 NE0500
 NE0500  HISTORY     - Date     Condition        Report By
 NE0500  HISTORY     - 1954     MONUMENTED       CGS
 NE0500  HISTORY     - 1968     GOOD             CGS
 NE0500  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0500  HISTORY     - 1987     GOOD             USPSQD
 NE0500  HISTORY     - 1988     GOOD             USPSQD
 NE0500  HISTORY     - 1989     GOOD             USPSQD
 NE0500  HISTORY     - 19991023 GOOD             USPSQD
 NE0500  HISTORY     - 20060501 GOOD             MIDT
 NE0500
 NE0500                          STATION DESCRIPTION
 NE0500
 NE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0500'1.1 MI E FROM ROCKWOOD.
 NE0500'ABOUT 1.1 MILES EAST ALONG HURON RIVER DRIVE FROM THE POST
 NE0500'OFFICE AT ROCKWOOD, NEAR THE NORTHEAST CORNER OF THE ST. MARYS
 NE0500'CEMETERY 43 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NE0500'12 1/2 FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY,
 NE0500'2 FEET NORTHWEST OF THE EAST END OF THE FENCE AROUND THE
 NE0500'CEMETERY, 1.7 FEET NORTH OF THE FENCE LINE, 1 FOOT ABOVE THE
 NE0500'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NE0500'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 15,
 NE0500'T 5 S, R 10 E
 NE0500
 NE0500                          STATION RECOVERY (1983)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0500'MARK NOT FOUND.
 NE0500
 NE0500                          STATION RECOVERY (1987)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1988)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1989)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1999)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (2006)
 NE0500
 NE0500'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE0500'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE0500'0.15 METERS (0.5 FEET) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0039 ***********************************************************************
 QJ0039  DESIGNATION -  F 183
 QJ0039  PID         -  QJ0039
 QJ0039  STATE/COUNTY-  MI/ALPENA
 QJ0039  COUNTRY     -  US
 QJ0039  USGS QUAD   -  LAKE WINYAH (2017)
 QJ0039
 QJ0039                         *CURRENT SURVEY CONTROL
 QJ0039  ______________________________________________________________________
 QJ0039* NAD 83(1986) POSITION- 45 04 13.     (N) 083 33 59.     (W)   SCALED
 QJ0039* NAVD 88 ORTHO HEIGHT -   209.546 (meters)      687.49  (feet) ADJUSTED
 QJ0039  ______________________________________________________________________
 QJ0039  GEOID HEIGHT    -        -36.437 (meters)                     GEOID18
 QJ0039  DYNAMIC HEIGHT  -        209.530 (meters)      687.43  (feet) COMP
 QJ0039  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QJ0039
 QJ0039  VERT ORDER      -  SECOND    CLASS 0
 QJ0039
 QJ0039.This mark is at Alpena Airport (APN)
 QJ0039
 QJ0039.The horizontal coordinates were scaled from a map and have
 QJ0039.an estimated accuracy of +/- 6 seconds.
 QJ0039
 QJ0039.The orthometric height was determined by differential leveling and
 QJ0039.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0039.in June 1991.
 QJ0039
 QJ0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0039.GEOID18 height accuracy estimate available here.
 QJ0039
 QJ0039.Click photographs - Photos may exist for this station.
 QJ0039
 QJ0039.The dynamic height is computed by dividing the NAVD 88
 QJ0039.geopotential number by the normal gravity value computed on the
 QJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0039.degrees latitude (g = 980.6199 gals.).
 QJ0039
 QJ0039.The modeled gravity was interpolated from observed gravity values.
 QJ0039
 QJ0039;                    North         East    Units  Estimated Accuracy
 QJ0039;SPC MI C     -   195,170.    6,063,020.      MT  (+/- 180 meters Scaled)
 QJ0039
 QJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK979939(NAD 83)
 QJ0039
 QJ0039                          SUPERSEDED SURVEY CONTROL
 QJ0039
 QJ0039  NGVD 29 (??/??/92)  209.687  (m)          687.95   (f) ADJ UNCH    2 0
 QJ0039
 QJ0039.Superseded values are not recommended for survey control.
 QJ0039
 QJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0039.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0039
 QJ0039_MARKER: DB = BENCH MARK DISK
 QJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0039_STAMPING: F 183 1966
 QJ0039_MARK LOGO: CGS
 QJ0039_PROJECTION: FLUSH
 QJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0039+STABILITY: SURFACE MOTION
 QJ0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0039+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 QJ0039
 QJ0039  HISTORY     - Date     Condition        Report By
 QJ0039  HISTORY     - 1966     MONUMENTED       CGS
 QJ0039  HISTORY     - 19990805 GOOD             USPSQD
 QJ0039  HISTORY     - 20120720 GOOD             WOOLPT
 QJ0039  HISTORY     - 20160609 GOOD             MIDT
 QJ0039
 QJ0039                          STATION DESCRIPTION
 QJ0039
 QJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0039'6.3 MI W FROM ALPENA.
 QJ0039'THE MARK IS LOCATED AT PHELPS COLLINS AIRPORT IN THE CENTER
 QJ0039'OF THE LAWN ON THE EAST SIDE OF THE TERMINAL AND WEATHER BUREAU
 QJ0039'BUILDING.  IT IS SET IN THE TOP OF A 9 INCH CONCRETE POST FLUSH
 QJ0039'WITH THE GROUND.  THE MARK IS 10 FEET NORTH OF THE EDGE OF THE
 QJ0039'SOUTH WALKWAY FROM THE TERMINAL, 7 FEET WEST OF THE AIRPLANE
 QJ0039'PARKING AREA AND A WIRE FENCE, 26.5 FEET EAST OF THE EAST FACE
 QJ0039'OF THE TERMINAL, AND 11 FEET SOUTH OF THE MIDDLE WALKWAY FROM
 QJ0039'THE TERMINAL.
 QJ0039
 QJ0039                          STATION RECOVERY (1999)
 QJ0039
 QJ0039'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0039'RECOVERED IN GOOD CONDITION.
 QJ0039
 QJ0039                          STATION RECOVERY (2012)
 QJ0039
 QJ0039'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QJ0039'RECOVERED IN GOOD CONDITION.
 QJ0039
 QJ0039                          STATION RECOVERY (2016)
 QJ0039
 QJ0039'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QJ0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0480 ***********************************************************************
 NE0480  DESIGNATION -  F 185
 NE0480  PID         -  NE0480
 NE0480  STATE/COUNTY-  MI/WAYNE
 NE0480  COUNTRY     -  US
 NE0480  USGS QUAD   -  FLAT ROCK NE (2017)
 NE0480
 NE0480                         *CURRENT SURVEY CONTROL
 NE0480  ______________________________________________________________________
 NE0480* NAD 83(2011) POSITION- 42 14 24.53602(N) 083 19 40.78210(W)   ADJUSTED
 NE0480* NAD 83(2011) ELLIP HT-   155.372 (meters)        (06/27/12)   ADJUSTED
 NE0480* NAD 83(2011) EPOCH   -  2010.00
 NE0480* NAVD 88 ORTHO HEIGHT -   189.843 (meters)      622.84  (feet) ADJUSTED
 NE0480  ______________________________________________________________________
 NE0480  GEOID HEIGHT    -        -34.459 (meters)                     GEOID18
 NE0480  NAD 83(2011) X  -    549,467.000 (meters)                     COMP
 NE0480  NAD 83(2011) Y  - -4,697,195.163 (meters)                     COMP
 NE0480  NAD 83(2011) Z  -  4,265,493.974 (meters)                     COMP
 NE0480  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 NE0480  DYNAMIC HEIGHT  -        189.784 (meters)      622.65  (feet) COMP
 NE0480  MODELED GRAVITY -    980,310.1   (mgal)                       NAVD 88
 NE0480  OBS GRAVITY     -    980,308.6   (mgal)                       GRAV_OBS
 NE0480
 NE0480  VERT ORDER      -  FIRST     CLASS II
 NE0480
 NE0480  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0480  Standards:
 NE0480         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0480            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0480  -------------------------------------------------------------------
 NE0480  NETWORK    1.06   1.61           0.47   0.39   0.82      0.12280032
 NE0480  -------------------------------------------------------------------
 NE0480  Click here for local accuracies and other accuracy information.
 NE0480
 NE0480.The horizontal coordinates were established by GPS observations
 NE0480.and adjusted by the National Geodetic Survey in June 2012.
 NE0480
 NE0480.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0480.been affixed to the stable North American tectonic plate. See 
 NE0480.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0480
 NE0480.The horizontal coordinates are valid at the epoch date displayed above
 NE0480.which is a decimal equivalence of Year/Month/Day.
 NE0480
 NE0480.The orthometric height was determined by differential leveling and
 NE0480.adjusted by the NATIONAL GEODETIC SURVEY
 NE0480.in June 1991.
 NE0480
 NE0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0480.GEOID18 height accuracy estimate available here.
 NE0480
 NE0480.Click photographs - Photos may exist for this station.
 NE0480
 NE0480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0480
 NE0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0480
 NE0480.The ellipsoidal height was determined by GPS observations
 NE0480.and is referenced to NAD 83.
 NE0480
 NE0480.The dynamic height is computed by dividing the NAVD 88
 NE0480.geopotential number by the normal gravity value computed on the
 NE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0480.degrees latitude (g = 980.6199 gals.).
 NE0480
 NE0480.The modeled gravity was interpolated from observed gravity values.
 NE0480
 NE0480.The observed gravity was obtained from relative gravimeter ties
 NE0480.to the IGSN71 gravity network.
 NE0480
 NE0480. The following values were computed from the NAD 83(2011) position.
 NE0480
 NE0480;                    North         East     Units Scale Factor Converg.
 NE0480;SPC MI S     -    82,743.386 4,085,725.649   MT  0.99996976   +0 42 24.6
 NE0480;SPC MI S     -   271,467.80 13,404,611.71   iFT  0.99996976   +0 42 24.6
 NE0480;UTM  17      - 4,679,064.195   307,922.426   MT  1.00005397   -1 33 55.6
 NE0480
 NE0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0480!SPC MI S     -   0.99997563  x   0.99996976  =   0.99994539
 NE0480!UTM  17      -   0.99997563  x   1.00005397  =   1.00002960
 NE0480
 NE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0792279064(NAD 83)
 NE0480
 NE0480                          SUPERSEDED SURVEY CONTROL
 NE0480
 NE0480  NAD 83(2007)-  42 14 24.53624(N)    083 19 40.78287(W) AD(2002.00) 0
 NE0480  ELLIP H (02/10/07)  155.376  (m)                       GP(2002.00)    
 NE0480  ELLIP H (07/12/02)  155.404  (m)                       GP(       ) 4 1
 NE0480  NAD 83(1994)-  42 14 24.53587(N)    083 19 40.78224(W) AD(       ) 1
 NE0480  ELLIP H (02/03/97)  155.449  (m)                       GP(       ) 4 1
 NE0480  NAD 83(1986)-  42 14 24.54243(N)    083 19 40.81223(W) AD(       ) 1
 NE0480  NAVD 88             189.84   (m)          622.8    (f) LEVELING    3  
 NE0480  NGVD 29 (01/19/93)  189.986  (m)          623.31   (f) ADJUSTED    1 2
 NE0480  NGVD 29 (??/??/92)  189.986  (m)          623.31   (f) SUPERSEDED  1 2
 NE0480
 NE0480.Superseded values are not recommended for survey control.
 NE0480
 NE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0480.See file dsdata.pdf to determine how the superseded data were derived.
 NE0480
 NE0480_MARKER: DB = BENCH MARK DISK
 NE0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0480_SP_SET: WINGWALL OF RAILROAD BRIDGE
 NE0480_STAMPING: F 185 1958
 NE0480_MARK LOGO: CGS
 NE0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0480+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 NE0480
 NE0480  HISTORY     - Date     Condition        Report By
 NE0480  HISTORY     - 1958     MONUMENTED       CGS
 NE0480  HISTORY     - 1975     GOOD             NGS
 NE0480  HISTORY     - 1983     GOOD             LOCSUR
 NE0480  HISTORY     - 1985     GOOD             NGS
 NE0480  HISTORY     - 19940307 GOOD             MIDT
 NE0480  HISTORY     - 19990101 MARK NOT FOUND   NGS
 NE0480  HISTORY     - 20010904 POOR             INDIV
 NE0480
 NE0480                          STATION DESCRIPTION
 NE0480
 NE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0480'3 MI S FROM INKSTER.
 NE0480'3.0 MILES SOUTH OF INKSTER, MICH.  ON THE NW WING WALL OF THE
 NE0480'OVER PASS OF THE WABASH RAILROAD OVER MIDDLE BELT ROAD.  IN
 NE0480'A DRILL HOLE IN THE LOWER STEP OF THE WING WALL 39.7 FT. WEST
 NE0480'OF THE CENTER LINE OF MIDDLE BELT ROAD, 24.6 NORTH OF THE NORTH
 NE0480'STEEL PLATE GIRDER OF BRIDGE, AND 5.1 FT. ABOVE THE SIDEWALK.
 NE0480'THE OVERPASS IS NEAR THE NORTHEAST CORNER OF THE AIRPORT.
 NE0480
 NE0480                          STATION RECOVERY (1975)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NE0480'RECOVERED IN GOOD CONDITION.
 NE0480
 NE0480                          STATION RECOVERY (1983)
 NE0480
 NE0480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0480'RECOVERED IN GOOD CONDITION.
 NE0480
 NE0480                          STATION RECOVERY (1985)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0480'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 NE0480'RAILROAD IS NOW THE NORFOLK AND WESTERN.
 NE0480
 NE0480                          STATION RECOVERY (1994)
 NE0480
 NE0480'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE0480'STATION IS LOCATED IN QUAD 420832 ON THE FLAT ROCK NORTHEAST
 NE0480'QUADRANGLE MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 11, T-3-S,
 NE0480'R-9-E, ROMULUS TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF TAYLOR,
 NE0480'10.5 MI (16.9 KM) NORTH OF FLAT ROCK, 16.5 MI (26.6 KM) EASTERLY OF
 NE0480'YPSILANTI AND ALONG THE NORTH END OF THE METROPOLITAN DETROIT AIRPORT.
 NE0480'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND U.S.
 NE0480'HIGHWAY 24 (TELEGRAPH ROAD), GO WEST ALONG INTERSTATE HIGHWAY 94 FOR
 NE0480'3.5 MILES (5.6 KM) TO MIDDLEBELT ROAD EXIT.  TURN LEFT AND GO SOUTH
 NE0480'FOR 0.35 MI (0.56 KM) ALONG MIDDLEBELT ROAD TO THE STATION ON THE
 NE0480'RIGHT AT THE RAILROAD BRIDGE AS DESCRIBED. STATION IS IN THE LOWER
 NE0480'STEP OF THE NORTHWEST WINGWALL OF BRIDGE.  IT IS 30.8 FT (9.4 M)
 NE0480'SOUTHEAST FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE, 29.0 FT (8.8
 NE0480'M) NORTH FROM THE NORTH RAIL OF A DOUBLE SET OF RAILS, 28.1 FT (8.6 M)
 NE0480'EAST FROM A UTILITY POLE, 27.5 FT (8.4 M) SOUTHEAST FROM THE SOUTHEAST
 NE0480'CORNER OF CONCRETE BUILDING, 8.1 FT (2.5 M) WEST FROM THE WESTERLY
 NE0480'EDGE CURB FOR MIDDLEBELT ROAD AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL
 NE0480'OF MIDDLEBELT ROAD.  NO WINTESS POST WAS SET A THIS STATION.
 NE0480
 NE0480                          STATION RECOVERY (1999)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 NE0480'MARK NOT FOUND.
 NE0480
 NE0480                          STATION RECOVERY (2001)
 NE0480
 NE0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 NE0480'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0643 ***********************************************************************
 NE0643  DESIGNATION -  F 190
 NE0643  PID         -  NE0643
 NE0643  STATE/COUNTY-  MI/WAYNE
 NE0643  COUNTRY     -  US
 NE0643  USGS QUAD   -  HIGHLAND PARK (2017)
 NE0643
 NE0643                         *CURRENT SURVEY CONTROL
 NE0643  ______________________________________________________________________
 NE0643* NAD 83(1986) POSITION- 42 24 30.     (N) 083 00 30.     (W)   SCALED
 NE0643* NAVD 88 ORTHO HEIGHT -   189.644 (meters)      622.19  (feet) ADJUSTED
 NE0643  ______________________________________________________________________
 NE0643  GEOID HEIGHT    -        -34.514 (meters)                     GEOID18
 NE0643  DYNAMIC HEIGHT  -        189.590 (meters)      622.01  (feet) COMP
 NE0643  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 NE0643
 NE0643  VERT ORDER      -  SECOND    CLASS 0
 NE0643
 NE0643.The horizontal coordinates were scaled from a map and have
 NE0643.an estimated accuracy of +/- 6 seconds.
 NE0643
 NE0643.The orthometric height was determined by differential leveling and
 NE0643.adjusted by the NATIONAL GEODETIC SURVEY
 NE0643.in June 1991.
 NE0643
 NE0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0643.GEOID18 height accuracy estimate available here.
 NE0643
 NE0643.Click photographs - Photos may exist for this station.
 NE0643
 NE0643.The dynamic height is computed by dividing the NAVD 88
 NE0643.geopotential number by the normal gravity value computed on the
 NE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0643.degrees latitude (g = 980.6199 gals.).
 NE0643
 NE0643.The modeled gravity was interpolated from observed gravity values.
 NE0643
 NE0643;                    North         East    Units  Estimated Accuracy
 NE0643;SPC MI S     -   101,800.    4,111,810.      MT  (+/- 180 meters Scaled)
 NE0643
 NE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG347970(NAD 83)
 NE0643
 NE0643                          SUPERSEDED SURVEY CONTROL
 NE0643
 NE0643  NGVD 29 (??/??/92)  189.791  (m)          622.67   (f) ADJ UNCH    2 0
 NE0643
 NE0643.Superseded values are not recommended for survey control.
 NE0643
 NE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0643.See file dsdata.pdf to determine how the superseded data were derived.
 NE0643
 NE0643_MARKER: DB = BENCH MARK DISK
 NE0643_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0643+WITH SETTING: PAVEMENT
 NE0643_SP_SET: MANHOLE
 NE0643_STAMPING: F 190 1957
 NE0643_MARK LOGO: CGS
 NE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0643+STABILITY: SURFACE MOTION
 NE0643
 NE0643  HISTORY     - Date     Condition        Report By
 NE0643  HISTORY     - 1957     MONUMENTED       CGS
 NE0643  HISTORY     - 1957     GOOD             CGS
 NE0643  HISTORY     - 1979     GOOD             NGS
 NE0643  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE0643
 NE0643                          STATION DESCRIPTION
 NE0643
 NE0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NE0643'AT DETROIT CITY AIRPORT.
 NE0643'ON THE WEST SIDE OF THE AIRPORT, ABOUT 150 FT. EAST OF A LARGE
 NE0643'GAS HOLDER, 419 FT. WEST OF CL INTERSECTION OF NW/SE AND NE/SW
 NE0643'RUNWAYS, 45.6 FT. ENE OF DOOR OF FLOOR LITE CONTROL HOUSE, A
 NE0643'STANDARD DISK, STAMPED F 190 1957, SET IN DRILL HOLE IN THE SE
 NE0643'CORNER OF A 9 X 9 CONCRETE MANHOLE.
 NE0643
 NE0643                          STATION RECOVERY (1979)
 NE0643
 NE0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NE0643'RECOVERED IN GOOD CONDITION.
 NE0643
 NE0643                          STATION RECOVERY (1999)
 NE0643
 NE0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0077 ***********************************************************************
 RK0077  DESIGNATION -  F 193
 RK0077  PID         -  RK0077
 RK0077  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0077  COUNTRY     -  US
 RK0077  USGS QUAD   -  CREIGHTON (2017)
 RK0077
 RK0077                         *CURRENT SURVEY CONTROL
 RK0077  ______________________________________________________________________
 RK0077* NAD 83(1986) POSITION- 46 22 18.     (N) 086 17 28.     (W)   SCALED
 RK0077* NAVD 88 ORTHO HEIGHT -   250.801 (meters)      822.84  (feet) ADJUSTED
 RK0077  ______________________________________________________________________
 RK0077  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 RK0077  DYNAMIC HEIGHT  -        250.819 (meters)      822.90  (feet) COMP
 RK0077  MODELED GRAVITY -    980,676.2   (mgal)                       NAVD 88
 RK0077
 RK0077  VERT ORDER      -  SECOND    CLASS 0
 RK0077
 RK0077.The horizontal coordinates were scaled from a map and have
 RK0077.an estimated accuracy of +/- 6 seconds.
 RK0077
 RK0077.The orthometric height was determined by differential leveling and
 RK0077.adjusted by the NATIONAL GEODETIC SURVEY
 RK0077.in June 1991.
 RK0077
 RK0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0077.GEOID18 height accuracy estimate available here.
 RK0077
 RK0077.Click photographs - Photos may exist for this station.
 RK0077
 RK0077.The dynamic height is computed by dividing the NAVD 88
 RK0077.geopotential number by the normal gravity value computed on the
 RK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0077.degrees latitude (g = 980.6199 gals.).
 RK0077
 RK0077.The modeled gravity was interpolated from observed gravity values.
 RK0077
 RK0077;                    North         East    Units  Estimated Accuracy
 RK0077;SPC MI N     -   176,780.    8,054,540.      MT  (+/- 180 meters Scaled)
 RK0077
 RK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES545355(NAD 83)
 RK0077
 RK0077                          SUPERSEDED SURVEY CONTROL
 RK0077
 RK0077  NGVD 29 (??/??/92)  250.763  (m)          822.71   (f) ADJ UNCH    2 0
 RK0077
 RK0077.Superseded values are not recommended for survey control.
 RK0077
 RK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0077.See file dsdata.pdf to determine how the superseded data were derived.
 RK0077
 RK0077_MARKER: DB = BENCH MARK DISK
 RK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0077_STAMPING: F 193 1964
 RK0077_MARK LOGO: CGS
 RK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0077+STABILITY: SURFACE MOTION
 RK0077
 RK0077  HISTORY     - Date     Condition        Report By
 RK0077  HISTORY     - 1964     MONUMENTED       CGS
 RK0077
 RK0077                          STATION DESCRIPTION
 RK0077
 RK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0077'2.1 MI N FROM CREIGHTON.
 RK0077'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT
 RK0077'CONCRETE BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 2.0
 RK0077'MILES NORTH ALONG A SAND ROAD, IN S 22, T 46 N, R 16 W, ON
 RK0077'THE OUTSIDE AND AT THE SOUTHEAST END OF A CURVE IN THE ROAD,
 RK0077'20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET
 RK0077'SOUTHEAST OF A 20-INCH TWIN-FORKED WILD CHERRY TREE, 1.6 FEET
 RK0077'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 RK0077'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0077'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0425 ***********************************************************************
 RJ0425  DESIGNATION -  F 194
 RJ0425  PID         -  RJ0425
 RJ0425  STATE/COUNTY-  MI/LUCE
 RJ0425  COUNTRY     -  US
 RJ0425  USGS QUAD   -  NEWBERRY (2017)
 RJ0425
 RJ0425                         *CURRENT SURVEY CONTROL
 RJ0425  ______________________________________________________________________
 RJ0425* NAD 83(1986) POSITION- 46 21 13.3    (N) 085 30 34.6    (W)   HD_HELD2
 RJ0425* NAVD 88 ORTHO HEIGHT -   237.304 (meters)      778.55  (feet) ADJUSTED
 RJ0425  ______________________________________________________________________
 RJ0425  GEOID HEIGHT    -        -35.384 (meters)                     GEOID18
 RJ0425  DYNAMIC HEIGHT  -        237.318 (meters)      778.60  (feet) COMP
 RJ0425  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0425
 RJ0425  VERT ORDER      -  SECOND    CLASS 0
 RJ0425
 RJ0425.The horizontal coordinates were established by autonomous hand held GPS
 RJ0425.observations and have an estimated accuracy of +/- 10 meters.
 RJ0425
 RJ0425.The orthometric height was determined by differential leveling and
 RJ0425.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0425.in June 1991.
 RJ0425
 RJ0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0425.GEOID18 height accuracy estimate available here.
 RJ0425
 RJ0425.Click photographs - Photos may exist for this station.
 RJ0425
 RJ0425.The dynamic height is computed by dividing the NAVD 88
 RJ0425.geopotential number by the normal gravity value computed on the
 RJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0425.degrees latitude (g = 980.6199 gals.).
 RJ0425
 RJ0425.The modeled gravity was interpolated from observed gravity values.
 RJ0425
 RJ0425;                    North         East    Units  Estimated Accuracy
 RJ0425;SPC MI N     -   175,615.    8,114,695.      MT  (+/- 10 meters HH2 GPS)
 RJ0425
 RJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1466634425(NAD 83)
 RJ0425
 RJ0425                          SUPERSEDED SURVEY CONTROL
 RJ0425
 RJ0425  NGVD 29 (??/??/92)  237.268  (m)          778.44   (f) ADJ UNCH    2 0
 RJ0425
 RJ0425.Superseded values are not recommended for survey control.
 RJ0425
 RJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0425.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0425
 RJ0425_MARKER: DB = BENCH MARK DISK
 RJ0425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0425+WITH SETTING: PAVEMENT
 RJ0425_SP_SET: FLAGPOLE BASE
 RJ0425_STAMPING: F 194 1964
 RJ0425_MARK LOGO: CGS
 RJ0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0425+STABILITY: SURFACE MOTION
 RJ0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0425+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 RJ0425
 RJ0425  HISTORY     - Date     Condition        Report By
 RJ0425  HISTORY     - 1964     MONUMENTED       CGS
 RJ0425  HISTORY     - 20040920 GOOD             USPSQD
 RJ0425  HISTORY     - 20051102 GOOD             INDIV
 RJ0425  HISTORY     - 20160623 GOOD             MIDT
 RJ0425
 RJ0425                          STATION DESCRIPTION
 RJ0425
 RJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0425'AT NEWBERRY.
 RJ0425'AT NEWBERRY, IN S 25, T 46 N, R 10 W, AT THE INTERSECTION OF
 RJ0425'NEWBERRY AVENUE AND TRUMAN STREET, ON THE LAWN OF THE MC MILLAN
 RJ0425'TOWNSHIP HALL, 26 FEET SOUTH OF THE SOUTH CURB OF TRUMAN STREET,
 RJ0425'25 FEET EAST OF THE EAST CURB LINE OF NEWBERRY AVENUE, SET IN
 RJ0425'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A FLAG
 RJ0425'POLE, 10 1/2 FEET NORTHWEST OF THE BUILDING, AND ABOUT LEVEL
 RJ0425'WITH THE GROUND.
 RJ0425
 RJ0425                          STATION RECOVERY (2004)
 RJ0425
 RJ0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0425'DISK IS ON AN UNOCCUPIED FORMER FLAGPOLE BASE AND IS APPROXIMATELY SIX
 RJ0425'FEET WEST OF A FLAGPOLE WITH ROUND CONCRETE BASE.
 RJ0425
 RJ0425                          STATION RECOVERY (2005)
 RJ0425
 RJ0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 RJ0425'RECOVERED IN GOOD CONDITION.
 RJ0425
 RJ0425                          STATION RECOVERY (2016)
 RJ0425
 RJ0425'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (LEW)
 RJ0425'THE MARK IS LOCATED IN THE SOUTHEAST QUADRANT OF NEWBERRY AVENUE AND
 RJ0425'TRUMAN BOULEVARD, NEAR THE NORTHWEST CORNER OF THE MCMILLAN TOWNSHIP
 RJ0425'HALL (BRICK BUILDING), IN-LINE WITH THE NORTH WALL OF 5 SIDED BUILDING
 RJ0425'TURRET, 13.2 FT (4.0 M) WEST OF THE WEST CORNER OF SAID NORTH WALL AND
 RJ0425'7 FT (2.1 M) WEST OF AN ALUMINUM FLAGPOLE WITH ROUND CONCRETE BASE.
 RJ0425'SET IN THE TOP OF A DETERIORATING 4 FT (1.2 M) SQUARE CONCRETE PAD OF
 RJ0425'A FORMER FLAGPOLE BASE, 1.4 FT (0.4 M) SOUTHERLY OF THE NORTHERLY
 RJ0425'CORNER.  THE DISK IS STILL SECURE IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0014 ***********************************************************************
 RK0014  DESIGNATION -  F 195
 RK0014  PID         -  RK0014
 RK0014  STATE/COUNTY-  MI/ALGER
 RK0014  COUNTRY     -  US
 RK0014  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0014
 RK0014                         *CURRENT SURVEY CONTROL
 RK0014  ______________________________________________________________________
 RK0014* NAD 83(1986) POSITION- 46 36 11.25   (N) 086 12 51.75   (W)   HD_HELD1
 RK0014* NAVD 88 ORTHO HEIGHT -   254.383 (meters)      834.59  (feet) ADJUSTED
 RK0014  ______________________________________________________________________
 RK0014  GEOID HEIGHT    -        -35.681 (meters)                     GEOID18
 RK0014  DYNAMIC HEIGHT  -        254.402 (meters)      834.65  (feet) COMP
 RK0014  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 RK0014
 RK0014  VERT ORDER      -  SECOND    CLASS 0
 RK0014
 RK0014.The horizontal coordinates were determined by differentially corrected
 RK0014.hand held GPS observations or other comparable positioning techniques
 RK0014.and have an estimated accuracy of +/- 3 meters.
 RK0014
 RK0014.The orthometric height was determined by differential leveling and
 RK0014.adjusted by the NATIONAL GEODETIC SURVEY
 RK0014.in June 1991.
 RK0014
 RK0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0014.GEOID18 height accuracy estimate available here.
 RK0014
 RK0014.Click photographs - Photos may exist for this station.
 RK0014
 RK0014.The dynamic height is computed by dividing the NAVD 88
 RK0014.geopotential number by the normal gravity value computed on the
 RK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0014.degrees latitude (g = 980.6199 gals.).
 RK0014
 RK0014.The modeled gravity was interpolated from observed gravity values.
 RK0014
 RK0014;                    North         East    Units  Estimated Accuracy
 RK0014;SPC MI N     -   202,559.0   8,060,186.6     MT  (+/- 3 meters HH1 GPS) 
 RK0014
 RK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6016861362(NAD 83)
 RK0014
 RK0014                          SUPERSEDED SURVEY CONTROL
 RK0014
 RK0014  NGVD 29 (??/??/92)  254.343  (m)          834.46   (f) ADJ UNCH    2 0
 RK0014
 RK0014.Superseded values are not recommended for survey control.
 RK0014
 RK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0014.See file dsdata.pdf to determine how the superseded data were derived.
 RK0014
 RK0014_MARKER: DB = BENCH MARK DISK
 RK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0014_STAMPING: F 195 1964
 RK0014_MARK LOGO: CGS
 RK0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0014+STABILITY: SURFACE MOTION
 RK0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0014+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0014
 RK0014  HISTORY     - Date     Condition        Report By
 RK0014  HISTORY     - 1964     MONUMENTED       CGS
 RK0014  HISTORY     - 19940424 GOOD             LOCENG
 RK0014  HISTORY     - 20060911 GOOD             STS
 RK0014
 RK0014                          STATION DESCRIPTION
 RK0014
 RK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0014'15.1 MI SW FROM GRAND MARAIS.
 RK0014'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0014'CHURCH AT GRAND MARAIS, THENCE 5.6 MILES WEST ALONG COUNTY ROADS
 RK0014'708 AND 700, THENCE 8.6 MILES SOUTHWEST ALONG COUNTY ROAD 714,
 RK0014'IN S 32, T 49 N, R 15 W, IN THE Y-JUNCTION OF COUNTY ROAD 700
 RK0014'LEADING NORTH AND SOUTHWEST AND COUNTY ROAD 714 LEADING
 RK0014'NORTHEAST, 40 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 700,
 RK0014'32 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 714, 25
 RK0014'FEET NORTHEAST OF THE CENTER LINE OF A CUT-OFF DRIVE BETWEEN
 RK0014'THE TWO ROADS, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RK0014'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0014'PROJECTING 6 INCHES.
 RK0014
 RK0014                          STATION RECOVERY (1994)
 RK0014
 RK0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0014'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0014
 RK0014                          STATION RECOVERY (2006)
 RK0014
 RK0014'RECOVERY NOTE BY STS CONSULTANTS 2006
 RK0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0032 ***********************************************************************
 RK0032  DESIGNATION -  F 196
 RK0032  PID         -  RK0032
 RK0032  STATE/COUNTY-  MI/ALGER
 RK0032  COUNTRY     -  US
 RK0032  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0032
 RK0032                         *CURRENT SURVEY CONTROL
 RK0032  ______________________________________________________________________
 RK0032* NAD 83(1986) POSITION- 46 34 02.     (N) 086 00 42.     (W)   SCALED
 RK0032* NAVD 88 ORTHO HEIGHT -   279.051 (meters)      915.52  (feet) ADJUSTED
 RK0032  ______________________________________________________________________
 RK0032  GEOID HEIGHT    -        -35.645 (meters)                     GEOID18
 RK0032  DYNAMIC HEIGHT  -        279.069 (meters)      915.58  (feet) COMP
 RK0032  MODELED GRAVITY -    980,670.4   (mgal)                       NAVD 88
 RK0032
 RK0032  VERT ORDER      -  SECOND    CLASS 0
 RK0032
 RK0032.The horizontal coordinates were scaled from a map and have
 RK0032.an estimated accuracy of +/- 6 seconds.
 RK0032
 RK0032.The orthometric height was determined by differential leveling and
 RK0032.adjusted by the NATIONAL GEODETIC SURVEY
 RK0032.in June 1991.
 RK0032
 RK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0032.GEOID18 height accuracy estimate available here.
 RK0032
 RK0032.Click photographs - Photos may exist for this station.
 RK0032
 RK0032.The dynamic height is computed by dividing the NAVD 88
 RK0032.geopotential number by the normal gravity value computed on the
 RK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0032.degrees latitude (g = 980.6199 gals.).
 RK0032
 RK0032.The modeled gravity was interpolated from observed gravity values.
 RK0032
 RK0032;                    North         East    Units  Estimated Accuracy
 RK0032;SPC MI N     -   198,740.    8,075,770.      MT  (+/- 180 meters Scaled)
 RK0032
 RK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES757575(NAD 83)
 RK0032
 RK0032                          SUPERSEDED SURVEY CONTROL
 RK0032
 RK0032  NGVD 29 (??/??/92)  279.008  (m)          915.38   (f) ADJ UNCH    2 0
 RK0032
 RK0032.Superseded values are not recommended for survey control.
 RK0032
 RK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0032.See file dsdata.pdf to determine how the superseded data were derived.
 RK0032
 RK0032_MARKER: DB = BENCH MARK DISK
 RK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0032_STAMPING: F 196 1964
 RK0032_MARK LOGO: CGS
 RK0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0032+STABILITY: SURFACE MOTION
 RK0032
 RK0032  HISTORY     - Date     Condition        Report By
 RK0032  HISTORY     - 1964     MONUMENTED       CGS
 RK0032  HISTORY     - 19940507 GOOD             LOCENG
 RK0032  HISTORY     - 19940801 POOR             USPSQD
 RK0032  HISTORY     - 19990907 POOR             USPSQD
 RK0032
 RK0032                          STATION DESCRIPTION
 RK0032
 RK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0032'7.5 MI S FROM GRAND MARAIS.
 RK0032'ABOUT 7.5 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0032'METHODIST CHURCH AT GRAND MARAIS, IN S 12, T 48 N, R 14 W,
 RK0032'ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 RK0032'EAST, ABOUT 0.15 MILE SOUTHWEST OF THE CENTER OF A CURVE IN
 RK0032'THE ROAD, AT THE JUNCTION OF A NARROW WOODS ROAD LEADING
 RK0032'SOUTHEAST, 85 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RK0032'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 RK0032'SOUTHEAST OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 RK0032'THE ROAD, NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0032'THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 RK0032'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0032
 RK0032                          STATION RECOVERY (1994)
 RK0032
 RK0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0032'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0032
 RK0032                          STATION RECOVERY (1994)
 RK0032
 RK0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0032'MARK RECOVERED IN POOR CONDITION.
 RK0032
 RK0032                          STATION RECOVERY (1999)
 RK0032
 RK0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0032'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0559 ***********************************************************************
 RJ0559  DESIGNATION -  F 197
 RJ0559  PID         -  RJ0559
 RJ0559  STATE/COUNTY-  MI/ALGER
 RJ0559  COUNTRY     -  US
 RJ0559  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0559
 RJ0559                         *CURRENT SURVEY CONTROL
 RJ0559  ______________________________________________________________________
 RJ0559* NAD 83(1986) POSITION- 46 39 49.3    (N) 085 55 53.2    (W)   HD_HELD2
 RJ0559* NAVD 88 ORTHO HEIGHT -   194.749 (meters)      638.94  (feet) ADJUSTED
 RJ0559  ______________________________________________________________________
 RJ0559  GEOID HEIGHT    -        -35.944 (meters)                     GEOID18
 RJ0559  DYNAMIC HEIGHT  -        194.766 (meters)      638.99  (feet) COMP
 RJ0559  MODELED GRAVITY -    980,694.3   (mgal)                       NAVD 88
 RJ0559
 RJ0559  VERT ORDER      -  SECOND    CLASS 0
 RJ0559
 RJ0559.The horizontal coordinates were established by autonomous hand held GPS
 RJ0559.observations and have an estimated accuracy of +/- 10 meters.
 RJ0559
 RJ0559.The orthometric height was determined by differential leveling and
 RJ0559.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0559.in June 1991.
 RJ0559
 RJ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0559.GEOID18 height accuracy estimate available here.
 RJ0559
 RJ0559.Click photographs - Photos may exist for this station.
 RJ0559
 RJ0559.The dynamic height is computed by dividing the NAVD 88
 RJ0559.geopotential number by the normal gravity value computed on the
 RJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0559.degrees latitude (g = 980.6199 gals.).
 RJ0559
 RJ0559.The modeled gravity was interpolated from observed gravity values.
 RJ0559
 RJ0559;                    North         East    Units  Estimated Accuracy
 RJ0559;SPC MI N     -   209,545.    8,081,770.      MT  (+/- 10 meters HH2 GPS)
 RJ0559
 RJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8174568347(NAD 83)
 RJ0559
 RJ0559                          SUPERSEDED SURVEY CONTROL
 RJ0559
 RJ0559  NGVD 29 (??/??/92)  194.711  (m)          638.81   (f) ADJ UNCH    2 0
 RJ0559
 RJ0559.Superseded values are not recommended for survey control.
 RJ0559
 RJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0559.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0559
 RJ0559_MARKER: DB = BENCH MARK DISK
 RJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0559_STAMPING: F 197 1964
 RJ0559_MARK LOGO: CGS
 RJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0559+STABILITY: SURFACE MOTION
 RJ0559
 RJ0559  HISTORY     - Date     Condition        Report By
 RJ0559  HISTORY     - 1964     MONUMENTED       CGS
 RJ0559
 RJ0559                          STATION DESCRIPTION
 RJ0559
 RJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0559'2.5 MI E FROM GRAND MARAIS.
 RJ0559'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0559'AT GRAND MARAIS, IN S 9, T 49 N, R 13 W, ON THE OUTSIDE AND NEAR
 RJ0559'THE NORTHWEST END OF A CURVE, AT THE JUNCTION OF COUNTY ROAD
 RJ0559'709 LEADING SOUTH, 64 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RJ0559'ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 RJ0559'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0559'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0324 ***********************************************************************
 RJ0324  DESIGNATION -  F 198
 RJ0324  PID         -  RJ0324
 RJ0324  STATE/COUNTY-  MI/LUCE
 RJ0324  COUNTRY     -  US
 RJ0324  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0324
 RJ0324                         *CURRENT SURVEY CONTROL
 RJ0324  ______________________________________________________________________
 RJ0324* NAD 83(1986) POSITION- 46 38 37.84   (N) 085 28 08.01   (W)   HD_HELD1
 RJ0324* NAVD 88 ORTHO HEIGHT -   209.701 (meters)      687.99  (feet) ADJUSTED
 RJ0324  ______________________________________________________________________
 RJ0324  GEOID HEIGHT    -        -36.148 (meters)                     GEOID18
 RJ0324  DYNAMIC HEIGHT  -        209.717 (meters)      688.05  (feet) COMP
 RJ0324  MODELED GRAVITY -    980,687.6   (mgal)                       NAVD 88
 RJ0324
 RJ0324  VERT ORDER      -  SECOND    CLASS 0
 RJ0324
 RJ0324.The horizontal coordinates were determined by differentially corrected
 RJ0324.hand held GPS observations or other comparable positioning techniques
 RJ0324.and have an estimated accuracy of +/- 3 meters.
 RJ0324
 RJ0324.The orthometric height was determined by differential leveling and
 RJ0324.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0324.in June 1991.
 RJ0324
 RJ0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0324.GEOID18 height accuracy estimate available here.
 RJ0324
 RJ0324.Click photographs - Photos may exist for this station.
 RJ0324
 RJ0324.The dynamic height is computed by dividing the NAVD 88
 RJ0324.geopotential number by the normal gravity value computed on the
 RJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0324.degrees latitude (g = 980.6199 gals.).
 RJ0324
 RJ0324.The modeled gravity was interpolated from observed gravity values.
 RJ0324
 RJ0324;                    North         East    Units  Estimated Accuracy
 RJ0324;SPC MI N     -   207,918.9   8,117,205.1     MT  (+/- 3 meters HH1 GPS) 
 RJ0324
 RJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1717366725(NAD 83)
 RJ0324
 RJ0324                          SUPERSEDED SURVEY CONTROL
 RJ0324
 RJ0324  NGVD 29 (??/??/92)  209.661  (m)          687.86   (f) ADJ UNCH    2 0
 RJ0324
 RJ0324.Superseded values are not recommended for survey control.
 RJ0324
 RJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0324.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0324
 RJ0324_MARKER: DB = BENCH MARK DISK
 RJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0324_STAMPING: F 198 1964
 RJ0324_MARK LOGO: CGS
 RJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0324+STABILITY: SURFACE MOTION
 RJ0324
 RJ0324  HISTORY     - Date     Condition        Report By
 RJ0324  HISTORY     - 1964     MONUMENTED       CGS
 RJ0324
 RJ0324                          STATION DESCRIPTION
 RJ0324
 RJ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0324'11.9 MI SE FROM DEER PARK.
 RJ0324'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0324'LODGE AT DEER PARK, THENCE 9.1 MILES EAST ALONG COUNTY ROADS
 RJ0324'410 AND 412, IN S 17, T 49 N, R 9 W, ABOUT 0.9 MILE WEST OF THE
 RJ0324'JUNCTION OF COUNTY ROAD 414 LEADING EAST, ABOUT 0.5 MILE EAST
 RJ0324'OF A 50-FOOT WOODEN BRIDGE OVER THE EAST BRANCH OF THE TWO
 RJ0324'HEARTED RIVER, 56 FEET SOUTHEAST OF THE CENTER OF THE
 RJ0324'INTERSECTION OF A NARROW SAND ROAD, 27 FEET EAST OF THE CENTER
 RJ0324'LINE OF THE ROAD LEADING SOUTH, NORTHWEST TO A METAL WITNESS
 RJ0324'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RJ0324'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0147 ***********************************************************************
 NF0147  DESIGNATION -  F 20
 NF0147  PID         -  NF0147
 NF0147  STATE/COUNTY-  MI/WASHTENAW
 NF0147  COUNTRY     -  US
 NF0147  USGS QUAD   -  CHELSEA (2017)
 NF0147
 NF0147                         *CURRENT SURVEY CONTROL
 NF0147  ______________________________________________________________________
 NF0147* NAD 83(1986) POSITION- 42 19 10.22   (N) 084 01 06.31   (W)   HD_HELD1
 NF0147* NAVD 88 ORTHO HEIGHT -   280.897 (meters)      921.58  (feet) ADJUSTED
 NF0147  ______________________________________________________________________
 NF0147  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 NF0147  DYNAMIC HEIGHT  -        280.809 (meters)      921.29  (feet) COMP
 NF0147  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 NF0147
 NF0147  VERT ORDER      -  FIRST     CLASS II
 NF0147
 NF0147.The horizontal coordinates were determined by differentially corrected
 NF0147.hand held GPS observations or other comparable positioning techniques
 NF0147.and have an estimated accuracy of +/- 3 meters.
 NF0147
 NF0147.The orthometric height was determined by differential leveling and
 NF0147.adjusted by the NATIONAL GEODETIC SURVEY
 NF0147.in June 1991.
 NF0147
 NF0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0147.GEOID18 height accuracy estimate available here.
 NF0147
 NF0147.Click photographs - Photos may exist for this station.
 NF0147
 NF0147.The dynamic height is computed by dividing the NAVD 88
 NF0147.geopotential number by the normal gravity value computed on the
 NF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0147.degrees latitude (g = 980.6199 gals.).
 NF0147
 NF0147.The modeled gravity was interpolated from observed gravity values.
 NF0147
 NF0147;                    North         East    Units  Estimated Accuracy
 NF0147;SPC MI S     -    91,088.5   4,028,706.4     MT  (+/- 3 meters HH1 GPS) 
 NF0147
 NF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4569889557(NAD 83)
 NF0147
 NF0147                          SUPERSEDED SURVEY CONTROL
 NF0147
 NF0147  NGVD 29 (??/??/92)  281.021  (m)          921.98   (f) ADJ UNCH    1 2
 NF0147
 NF0147.Superseded values are not recommended for survey control.
 NF0147
 NF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0147.See file dsdata.pdf to determine how the superseded data were derived.
 NF0147
 NF0147_MARKER: DJ = TIDAL STATION DISK
 NF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0147_STAMPING: ELEV 921.983 FT F 20 1916
 NF0147_MARK LOGO: CGS
 NF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0147+STABILITY: SURFACE MOTION
 NF0147
 NF0147  HISTORY     - Date     Condition        Report By
 NF0147  HISTORY     - 1916     MONUMENTED       CGS
 NF0147  HISTORY     - 1934     GOOD             CGS
 NF0147  HISTORY     - 1963     MARK NOT FOUND   USGS
 NF0147  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0147
 NF0147                          STATION DESCRIPTION
 NF0147
 NF0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0147'AT CHELSEA.
 NF0147'AT CHELSEA, WASHTENAW COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NF0147'75 YARDS EAST OF THE STATION, AND IN THE SOUTHEAST CORNER OF
 NF0147'THE PARK.  A STANDARD DISK, STAMPED ELEV 921.983 FT F 20 1916
 NF0147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHES
 NF0147'ABOVE GROUND.  NOTE-- A NEW SIDEWALK IS LOCATED AT LOCATION
 NF0147'OF MARK.  THE PARK IS NOW LEASED BY A MANUFACTURING COMPANY
 NF0147'AND IS BEING USED AS A PARKING LOT.
 NF0147
 NF0147                          STATION RECOVERY (1963)
 NF0147
 NF0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NF0147'MARK NOT FOUND.
 NF0147
 NF0147                          STATION RECOVERY (1985)
 NF0147
 NF0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0282 ***********************************************************************
 QK0282  DESIGNATION -  F 200
 QK0282  PID         -  QK0282
 QK0282  STATE/COUNTY-  MI/MACKINAC
 QK0282  COUNTRY     -  US
 QK0282  USGS QUAD   -  MORAN (2017)
 QK0282
 QK0282                         *CURRENT SURVEY CONTROL
 QK0282  ______________________________________________________________________
 QK0282* NAD 83(1986) POSITION- 45 53 32.     (N) 084 49 55.     (W)   SCALED
 QK0282* NAVD 88 ORTHO HEIGHT -   187.770 (meters)      616.04  (feet) ADJUSTED
 QK0282  ______________________________________________________________________
 QK0282  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 QK0282  DYNAMIC HEIGHT  -        187.779 (meters)      616.07  (feet) COMP
 QK0282  MODELED GRAVITY -    980,657.6   (mgal)                       NAVD 88
 QK0282
 QK0282  VERT ORDER      -  FIRST     CLASS 0
 QK0282
 QK0282.The horizontal coordinates were scaled from a map and have
 QK0282.an estimated accuracy of +/- 6 seconds.
 QK0282
 QK0282.The orthometric height was determined by differential leveling and
 QK0282.adjusted by the NATIONAL GEODETIC SURVEY
 QK0282.in June 1991.
 QK0282
 QK0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0282.GEOID18 height accuracy estimate available here.
 QK0282
 QK0282.Click photographs - Photos may exist for this station.
 QK0282
 QK0282.The dynamic height is computed by dividing the NAVD 88
 QK0282.geopotential number by the normal gravity value computed on the
 QK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0282.degrees latitude (g = 980.6199 gals.).
 QK0282
 QK0282.The modeled gravity was interpolated from observed gravity values.
 QK0282
 QK0282;                    North         East    Units  Estimated Accuracy
 QK0282;SPC MI N     -   125,550.    8,168,240.      MT  (+/- 180 meters Scaled)
 QK0282
 QK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR682843(NAD 83)
 QK0282
 QK0282                          SUPERSEDED SURVEY CONTROL
 QK0282
 QK0282  NGVD 29 (??/??/92)  187.814  (m)          616.19   (f) ADJ UNCH    1 0
 QK0282
 QK0282.Superseded values are not recommended for survey control.
 QK0282
 QK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0282.See file dsdata.pdf to determine how the superseded data were derived.
 QK0282
 QK0282_MARKER: DB = BENCH MARK DISK
 QK0282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0282_STAMPING: F 200 1972
 QK0282_MARK LOGO: CGS
 QK0282_PROJECTION: FLUSH
 QK0282_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0282
 QK0282  HISTORY     - Date     Condition        Report By
 QK0282  HISTORY     - 1972     MONUMENTED       NGS
 QK0282  HISTORY     - 20080730 POOR             MIDT
 QK0282
 QK0282                          STATION DESCRIPTION
 QK0282
 QK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0282'6.8 MI NW FROM ST IGNACE.
 QK0282'ABOUT 6.75 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I 75
 QK0282'UNDERPASS AT ST IGNACE, 109 FEET SOUTHEAST OF THE CENTER OF
 QK0282'THE INTERSECTION OF CHEESEMAN ROAD AND THE HIGHWAY, 76 FEET EAST
 QK0282'OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTH OF THE CENTER
 QK0282'LINE OF THE ROAD, 0.6 FOOT WEST OF A METAL WITNESS POST, IN
 QK0282'SECTION 5, R 4 W, T 40 N, ABOUT 6 FEET BELOW THE LEVEL OF THE
 QK0282'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QK0282'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH METAL
 QK0282'PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE
 QK0282'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 17.3 FEET.  SECTION 5,
 QK0282'T40N, R4W.
 QK0282
 QK0282                          STATION RECOVERY (2008)
 QK0282
 QK0282'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (LEW)
 QK0282'STATION 'F 200' (PID QK0282) WAS RECOVERED IN POOR CONDITION.
 QK0282'RECOVERED A STANDARD U.S.C.G.S. BENCH MARK DISK STAMPED 'F 200 1972',
 QK0282'SET ON A ROD AND ENCASED IN A 6 INCH DIAMETER METAL PIPE.  THE MARK
 QK0282'AND ENCASEMENT PIPE HAD BEEN HIT, PUSHING THE PIPE AGAINST THE DISK.
 QK0282'WE EXCAVATED AND RESET THE 18 INCH LONG ENCASEMENT PIPE AROUND THE
 QK0282'DISK.  PIPE IS 0.3 FEET ABOVE GRADE.  THE ROD IS BENT, THE DISK IS NOT
 QK0282'DAMAGED.
 QK0282'
 QK0282'THE MARK (F 200, PID QK0282) IS LOCATED IN THE SOUTHEAST QUADRANT OF
 QK0282'U.S. HIGHWAY 2 AND CHEESEMAN ROAD, 76 FEET EAST OF THE CENTERLINE OF
 QK0282'US-2, 74 FEET SOUTH OF THE CENTERLINE OF CHEESEMAN ROAD, N05E - 4.7
 QK0282'FEET OF PHONE SPLICE BOX AND S75W - 0.6 FEET OF METAL WITNESS POST.
 QK0282'
 QK0282'STATION 'F 200 RESET' (PID QK0890) WAS NOT RECOVERED.  I SPOKE WITH
 QK0282'NEIL E. HILL, RETIRED MDOT SURVEYOR, HE BELEIVES THAT THE RESET BENCH
 QK0282'MARK WAS DESTROYED IN UTILITY WORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0890 ***********************************************************************
 QK0890  DESIGNATION -  F 200 RESET
 QK0890  PID         -  QK0890
 QK0890  STATE/COUNTY-  MI/MACKINAC
 QK0890  COUNTRY     -  US
 QK0890  USGS QUAD   -  MORAN (2017)
 QK0890
 QK0890                         *CURRENT SURVEY CONTROL
 QK0890  ______________________________________________________________________
 QK0890* NAD 83(1986) POSITION- 45 53 32.     (N) 084 49 55.     (W)   SCALED
 QK0890* NAVD 88 ORTHO HEIGHT -   187.15  (meters)      614.0   (feet) RESET
 QK0890  ______________________________________________________________________
 QK0890  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 QK0890  VERT ORDER      -  THIRD
 QK0890
 QK0890.The horizontal coordinates were scaled from a map and have
 QK0890.an estimated accuracy of +/- 6 seconds.
 QK0890
 QK0890.The orthometric height was computed from unverified reset data.
 QK0890
 QK0890.No vertical observational check was made to the station.
 QK0890
 QK0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0890.GEOID18 height accuracy estimate available here.
 QK0890
 QK0890.Click photographs - Photos may exist for this station.
 QK0890
 QK0890;                    North         East    Units  Estimated Accuracy
 QK0890;SPC MI N     -   125,550.    8,168,240.      MT  (+/- 180 meters Scaled)
 QK0890
 QK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR682843(NAD 83)
 QK0890
 QK0890                          SUPERSEDED SURVEY CONTROL
 QK0890
 QK0890  NGVD 29 (02/05/16)  187.19   (m)          614.1    (f) RESET       3  
 QK0890
 QK0890.Superseded values are not recommended for survey control.
 QK0890
 QK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0890.See file dsdata.pdf to determine how the superseded data were derived.
 QK0890
 QK0890_MARKER: DV = VERTICAL CONTROL DISK
 QK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0890_STAMPING: F 200 RESET 1985
 QK0890_MARK LOGO: NGS
 QK0890_PROJECTION: FLUSH
 QK0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0890+STABILITY: SURFACE MOTION
 QK0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0890+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QK0890
 QK0890  HISTORY     - Date     Condition        Report By
 QK0890  HISTORY     - 1985     MONUMENTED       MIDT
 QK0890  HISTORY     - 19950703 POOR             USPSQD
 QK0890  HISTORY     - 20080730 MARK NOT FOUND   MIDT
 QK0890
 QK0890                          STATION DESCRIPTION
 QK0890
 QK0890'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 QK0890'ABOUT 6.75 MI (10.86 KM) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 QK0890'I-75 UNDERPASS AT ST IGNACE, 100 FT (30.5 M) SOUTHWEST OF THE
 QK0890'INTERSECTION OF CHEESEMAN ROAD AND U.S. HIGHWAY 2, 92 FT (28.0 M)
 QK0890'WEST OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 35 FT (10.7 M) SOUTH OF
 QK0890'THE CENTERLINE OF CHEESEMAN ROAD, AND FLUSH WITH SURFACE OF THE
 QK0890'GROUND.  DESCRIBED BY NEIL E. HILL, MDOT.
 QK0890
 QK0890                          STATION RECOVERY (1995)
 QK0890
 QK0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0890'MARK RECOVERED IN POOR CONDITION.
 QK0890
 QK0890                          STATION RECOVERY (2008)
 QK0890
 QK0890'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (LEW)
 QK0890'STATION 'F 200 RESET' (PID QK0890) WAS NOT RECOVERED.  I SPOKE WITH
 QK0890'NEIL E. HILL, RETIRED MDOT SURVEYOR, HE BELEIVES THAT THE RESET BENCH
 QK0890'MARK WAS DESTROYED IN UTILITY WORK.
 QK0890'
 QK0890'STATION 'F 200' (PID QK0282) WAS RECOVERED IN POOR CONDITION.
 QK0890'RECOVERED A STANDARD U.S.C.G.S. BENCH MARK DISK STAMPED 'F 200 1972',
 QK0890'SET ON A ROD AND ENCASED IN A 6 INCH DIAMETER METAL PIPE.  THE MARK
 QK0890'AND ENCASEMENT PIPE HAD BEEN HIT, PUSHING THE PIPE AGAINST THE DISK.
 QK0890'WE EXCAVATED AND RESET THE 18 INCH LONG ENCASEMENT PIPE AROUND THE
 QK0890'DISK.  PIPE IS 0.3 FEET ABOVE GRADE.  THE ROD IS BENT, THE DISK IS NOT
 QK0890'DAMAGED.
 QK0890'
 QK0890'THE MARK (F 200, PID QK0282) IS LOCATED IN THE SOUTHEAST QUADRANT OF
 QK0890'U.S. HIGHWAY 2 AND CHEESEMAN ROAD, 76 FEET EAST OF THE CENTERLINE OF
 QK0890'US-2, 74 FEET SOUTH OF THE CENTERLINE OF CHEESEMAN ROAD, N05E - 4.7
 QK0890'FEET OF PHONE SPLICE BOX AND S75W - 0.6 FEET OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0396 ***********************************************************************
 RJ0396  DESIGNATION -  F 201
 RJ0396  PID         -  RJ0396
 RJ0396  STATE/COUNTY-  MI/MACKINAC
 RJ0396  COUNTRY     -  US
 RJ0396  USGS QUAD   -  EPOUFETTE (2017)
 RJ0396
 RJ0396                         *CURRENT SURVEY CONTROL
 RJ0396  ______________________________________________________________________
 RJ0396* NAD 83(1986) POSITION- 46 04 11.7    (N) 085 12 40.3    (W)   HD_HELD2
 RJ0396* NAVD 88 ORTHO HEIGHT -   184.213 (meters)      604.37  (feet) ADJUSTED
 RJ0396  ______________________________________________________________________
 RJ0396  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 RJ0396  DYNAMIC HEIGHT  -        184.224 (meters)      604.41  (feet) COMP
 RJ0396  MODELED GRAVITY -    980,675.7   (mgal)                       NAVD 88
 RJ0396
 RJ0396  VERT ORDER      -  FIRST     CLASS 0
 RJ0396
 RJ0396.The horizontal coordinates were established by autonomous hand held GPS
 RJ0396.observations and have an estimated accuracy of +/- 10 meters.
 RJ0396
 RJ0396.The orthometric height was determined by differential leveling and
 RJ0396.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0396.in June 1991.
 RJ0396
 RJ0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0396.GEOID18 height accuracy estimate available here.
 RJ0396
 RJ0396.Click photographs - Photos may exist for this station.
 RJ0396
 RJ0396.The dynamic height is computed by dividing the NAVD 88
 RJ0396.geopotential number by the normal gravity value computed on the
 RJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0396.degrees latitude (g = 980.6199 gals.).
 RJ0396
 RJ0396.The modeled gravity was interpolated from observed gravity values.
 RJ0396
 RJ0396;                    North         East    Units  Estimated Accuracy
 RJ0396;SPC MI N     -   144,557.    8,138,368.      MT  (+/- 10 meters HH2 GPS)
 RJ0396
 RJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3833503371(NAD 83)
 RJ0396
 RJ0396                          SUPERSEDED SURVEY CONTROL
 RJ0396
 RJ0396  NGVD 29 (??/??/92)  184.253  (m)          604.50   (f) ADJ UNCH    1 0
 RJ0396
 RJ0396.Superseded values are not recommended for survey control.
 RJ0396
 RJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0396.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0396
 RJ0396_MARKER: DB = BENCH MARK DISK
 RJ0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0396_STAMPING: F 201 1972
 RJ0396_MARK LOGO: CGS
 RJ0396_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0396+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 RJ0396
 RJ0396  HISTORY     - Date     Condition        Report By
 RJ0396  HISTORY     - 1972     MONUMENTED       NGS
 RJ0396  HISTORY     - 19950815 GOOD             USPSQD
 RJ0396  HISTORY     - 20101025 GOOD             MIDT
 RJ0396
 RJ0396                          STATION DESCRIPTION
 RJ0396
 RJ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0396'8.9 MI NW FROM BREVORT.
 RJ0396'ABOUT 8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0396'LUTHERAN CHURCH AT BREVORT, ABOUT 0.35 MILE EAST OF AN 18-FOOT
 RJ0396'CONCRETE BRIDGE OVER PAQUIN CREEK, 123 FEET NORTHWEST OF THE
 RJ0396'NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 51 1/2
 RJ0396'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST
 RJ0396'OF THE WEST ONE OF A ROW OF THREE (3) 8-INCH CYPRESS TREES, 1.3
 RJ0396'FEET WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 RJ0396'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0396'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0396'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0396'REFUSAL AT A DEPTH OF 14.5 FEET.  SECTION 5, T 42 N, R 7 W.
 RJ0396
 RJ0396                          STATION RECOVERY (1995)
 RJ0396
 RJ0396'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0396'RECOVERED IN GOOD CONDITION.
 RJ0396
 RJ0396                          STATION RECOVERY (2010)
 RJ0396
 RJ0396'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (LEW)
 RJ0396'STATION IS LOCATED 258 FEET EAST ALONG US-2 FROM CENTERLINE OF DRIVE
 RJ0396'NORTH TO PROPERTY 'W6460', 123 FEET WEST OF NORTH END OF 24 INCH CMP
 RJ0396'CULVERT UNDER US-2, 51.5 FEET NORTH OF CENTERLINE US-2, AND 1.3 FEET
 RJ0396'WEST OF A METAL WITNESS POST.
 RJ0396'
 RJ0396'THE MARK IS A STANDARD U.S COAST AND GEODETIC SURVEY BENCH MARK DISK
 RJ0396'STAMPED 'F 201 1972' AND ENCASED BY A 4 INCH METAL PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0516 ***********************************************************************
 RJ0516  DESIGNATION -  F 202
 RJ0516  PID         -  RJ0516
 RJ0516  STATE/COUNTY-  MI/MACKINAC
 RJ0516  COUNTRY     -  US
 RJ0516  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0516
 RJ0516                         *CURRENT SURVEY CONTROL
 RJ0516  ______________________________________________________________________
 RJ0516* NAD 83(1986) POSITION- 46 05 20.     (N) 085 47 31.     (W)   SCALED
 RJ0516* NAVD 88 ORTHO HEIGHT -   226.032 (meters)      741.57  (feet) ADJUSTED
 RJ0516  ______________________________________________________________________
 RJ0516  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 RJ0516  DYNAMIC HEIGHT  -        226.044 (meters)      741.61  (feet) COMP
 RJ0516  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 RJ0516
 RJ0516  VERT ORDER      -  FIRST     CLASS 0
 RJ0516
 RJ0516.The horizontal coordinates were scaled from a map and have
 RJ0516.an estimated accuracy of +/- 6 seconds.
 RJ0516
 RJ0516.The orthometric height was determined by differential leveling and
 RJ0516.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0516.in June 1991.
 RJ0516
 RJ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0516.GEOID18 height accuracy estimate available here.
 RJ0516
 RJ0516.Click photographs - Photos may exist for this station.
 RJ0516
 RJ0516.The dynamic height is computed by dividing the NAVD 88
 RJ0516.geopotential number by the normal gravity value computed on the
 RJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0516.degrees latitude (g = 980.6199 gals.).
 RJ0516
 RJ0516.The modeled gravity was interpolated from observed gravity values.
 RJ0516
 RJ0516;                    North         East    Units  Estimated Accuracy
 RJ0516;SPC MI N     -   145,820.    8,093,420.      MT  (+/- 180 meters Scaled)
 RJ0516
 RJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES933046(NAD 83)
 RJ0516
 RJ0516                          SUPERSEDED SURVEY CONTROL
 RJ0516
 RJ0516  NGVD 29 (??/??/92)  226.00   (m)          741.5    (f) COMPUTED    1 0
 RJ0516
 RJ0516.Superseded values are not recommended for survey control.
 RJ0516
 RJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0516.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0516
 RJ0516_MARKER: DB = BENCH MARK DISK
 RJ0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0516_STAMPING: F 202 1972
 RJ0516_MARK LOGO: CGS
 RJ0516_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0516
 RJ0516  HISTORY     - Date     Condition        Report By
 RJ0516  HISTORY     - 1972     MONUMENTED       NGS
 RJ0516  HISTORY     - 19950816 GOOD             USPSQD
 RJ0516  HISTORY     - 20021111 GOOD             USPSQD
 RJ0516
 RJ0516                          STATION DESCRIPTION
 RJ0516
 RJ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0516'6.9 MI W FROM GOULD CITY.
 RJ0516'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0516'AT GOULD CITY, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY 2,
 RJ0516'THENCE 0.2 MILE SOUTH ALONG MILAKOKIA LAKE ROAD, THENCE 1.0
 RJ0516'MILE SOUTH ALONG COUNTY ROAD 1232 (PIKE LAKE ROAD), 0.25 MILE
 RJ0516'NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING WEST TO
 RJ0516'MILAKOKIA CAMP GROUNDS, ON A SMALL MOUND SURROUNDED BY SWAMPY
 RJ0516'TUNDRA LIKE TERRAIN, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 RJ0516'THE COUNTY ROAD, 10 FEET SOUTHWEST OF A 5 INCH FORKED ASPEN
 RJ0516'TREE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE
 RJ0516'THE LEVEL OF THE COUNTY ROAD AND IS A DISK ON THE TOP OF A
 RJ0516'COPPER COATED STEEL ROD THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 RJ0516'OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 4 INCHES
 RJ0516'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0516'AT A DEPTH OF 24 FEET.  SEC 27, T 43 N, R 12 W.
 RJ0516
 RJ0516                          STATION RECOVERY (1995)
 RJ0516
 RJ0516'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0516'RECOVERED IN GOOD CONDITION.
 RJ0516
 RJ0516                          STATION RECOVERY (2002)
 RJ0516
 RJ0516'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0042 ***********************************************************************
 QL0042  DESIGNATION -  F 203
 QL0042  PID         -  QL0042
 QL0042  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0042  COUNTRY     -  US
 QL0042  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0042
 QL0042                         *CURRENT SURVEY CONTROL
 QL0042  ______________________________________________________________________
 QL0042* NAD 83(1986) POSITION- 45 58 07.     (N) 086 11 13.     (W)   SCALED
 QL0042* NAVD 88 ORTHO HEIGHT -   207.229 (meters)      679.88  (feet) ADJUSTED
 QL0042  ______________________________________________________________________
 QL0042  GEOID HEIGHT    -        -35.369 (meters)                     GEOID18
 QL0042  DYNAMIC HEIGHT  -        207.235 (meters)      679.90  (feet) COMP
 QL0042  MODELED GRAVITY -    980,642.5   (mgal)                       NAVD 88
 QL0042
 QL0042  VERT ORDER      -  FIRST     CLASS 0
 QL0042
 QL0042.The horizontal coordinates were scaled from a map and have
 QL0042.an estimated accuracy of +/- 6 seconds.
 QL0042
 QL0042.The orthometric height was determined by differential leveling and
 QL0042.adjusted by the NATIONAL GEODETIC SURVEY
 QL0042.in June 1991.
 QL0042
 QL0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0042.GEOID18 height accuracy estimate available here.
 QL0042
 QL0042.Click photographs - Photos may exist for this station.
 QL0042
 QL0042.The dynamic height is computed by dividing the NAVD 88
 QL0042.geopotential number by the normal gravity value computed on the
 QL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0042.degrees latitude (g = 980.6199 gals.).
 QL0042
 QL0042.The modeled gravity was interpolated from observed gravity values.
 QL0042
 QL0042;                    North         East    Units  Estimated Accuracy
 QL0042;SPC MI N     -   132,060.    8,063,010.      MT  (+/- 180 meters Scaled)
 QL0042
 QL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER629908(NAD 83)
 QL0042
 QL0042                          SUPERSEDED SURVEY CONTROL
 QL0042
 QL0042  NGVD 29 (??/??/92)  207.26   (m)          680.0    (f) COMPUTED    1 0
 QL0042
 QL0042.Superseded values are not recommended for survey control.
 QL0042
 QL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0042.See file dsdata.pdf to determine how the superseded data were derived.
 QL0042
 QL0042_MARKER: DB = BENCH MARK DISK
 QL0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0042_STAMPING: F 203 1972
 QL0042_MARK LOGO: CGS
 QL0042_PROJECTION: RECESSED 3 CENTIMETERS
 QL0042_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0042+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 QL0042
 QL0042  HISTORY     - Date     Condition        Report By
 QL0042  HISTORY     - 1972     MONUMENTED       NGS
 QL0042  HISTORY     - 1978     GOOD             MIDH
 QL0042  HISTORY     - 20010911 GOOD             MIDT
 QL0042  HISTORY     - 20040416 GOOD             USPSQD
 QL0042  HISTORY     - 20051117 GOOD             USPSQD
 QL0042  HISTORY     - 20061122 GOOD             USPSQD
 QL0042
 QL0042                          STATION DESCRIPTION
 QL0042
 QL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0042'4 MI E FROM MANISTIQUE.
 QL0042'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0042'AT MANISTIQUE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0042'16 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ENTRANCE TO
 QL0042'THE FAIRVIEW CEMETERY, 9 1/2 FEET NORTH OF A 15 INCH ELM TREE,
 QL0042'1 FOOT SOUTH OF A LARGE BRICK PILLAR (THE EAST ONE OF TWO
 QL0042'PILLARS), 0.75 MILE EAST OF A RAILROAD OVERPASS, 1 FOOT BELOW
 QL0042'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QL0042'COATED STEEL ROD THAT IS 1 INCH BELOW THE LEVEL OF THE GROUND
 QL0042'AND ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE LEVEL
 QL0042'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 QL0042'SECTION 9, T41N, R15W.
 QL0042
 QL0042                          STATION RECOVERY (1978)
 QL0042
 QL0042'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2001)
 QL0042
 QL0042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2004)
 QL0042
 QL0042'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2005)
 QL0042
 QL0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2006)
 QL0042
 QL0042'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0105 ***********************************************************************
 QL0105  DESIGNATION -  F 204
 QL0105  PID         -  QL0105
 QL0105  STATE/COUNTY-  MI/DELTA
 QL0105  COUNTRY     -  US
 QL0105  USGS QUAD   -  SAINT JACQUES (2017)
 QL0105
 QL0105                         *CURRENT SURVEY CONTROL
 QL0105  ______________________________________________________________________
 QL0105* NAD 83(1986) POSITION- 45 53 24.     (N) 086 39 19.     (W)   SCALED
 QL0105* NAVD 88 ORTHO HEIGHT -   189.957 (meters)      623.22  (feet) ADJUSTED
 QL0105  ______________________________________________________________________
 QL0105  GEOID HEIGHT    -        -35.659 (meters)                     GEOID18
 QL0105  DYNAMIC HEIGHT  -        189.958 (meters)      623.22  (feet) COMP
 QL0105  MODELED GRAVITY -    980,618.0   (mgal)                       NAVD 88
 QL0105
 QL0105  VERT ORDER      -  FIRST     CLASS 0
 QL0105
 QL0105.The horizontal coordinates were scaled from a map and have
 QL0105.an estimated accuracy of +/- 6 seconds.
 QL0105
 QL0105.The orthometric height was determined by differential leveling and
 QL0105.adjusted by the NATIONAL GEODETIC SURVEY
 QL0105.in June 1991.
 QL0105
 QL0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0105.GEOID18 height accuracy estimate available here.
 QL0105
 QL0105.Click photographs - Photos may exist for this station.
 QL0105
 QL0105.The dynamic height is computed by dividing the NAVD 88
 QL0105.geopotential number by the normal gravity value computed on the
 QL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0105.degrees latitude (g = 980.6199 gals.).
 QL0105
 QL0105.The modeled gravity was interpolated from observed gravity values.
 QL0105
 QL0105;                    North         East    Units  Estimated Accuracy
 QL0105;SPC MI N     -   123,060.    8,026,750.      MT  (+/- 180 meters Scaled)
 QL0105
 QL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER267818(NAD 83)
 QL0105
 QL0105                          SUPERSEDED SURVEY CONTROL
 QL0105
 QL0105  NGVD 29 (??/??/92)  189.94   (m)          623.2    (f) COMPUTED    1 0
 QL0105
 QL0105.Superseded values are not recommended for survey control.
 QL0105
 QL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0105.See file dsdata.pdf to determine how the superseded data were derived.
 QL0105
 QL0105_MARKER: DB = BENCH MARK DISK
 QL0105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0105_STAMPING: F 204 1972
 QL0105_MARK LOGO: CGS
 QL0105_PROJECTION: FLUSH
 QL0105_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0105+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0105
 QL0105  HISTORY     - Date     Condition        Report By
 QL0105  HISTORY     - 1972     MONUMENTED       NGS
 QL0105  HISTORY     - 20020327 GOOD             MIDT
 QL0105  HISTORY     - 20050201 GOOD             MIDT
 QL0105  HISTORY     - 20060918 GOOD             USPSQD
 QL0105
 QL0105                          STATION DESCRIPTION
 QL0105
 QL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0105'9.2 MI W FROM COOKS.
 QL0105'ABOUT 9.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0105'COUNTY ROAD 442 AT COOKS, 0.3 MILE WEST OF A STANDARD SERVICE
 QL0105'STATION AND PINE GROVE LIQUOR STORE, 67 FEET NORTH OF THE CENTER
 QL0105'LINE OF THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD,
 QL0105'11 FEET NORTH OF POWER LINE POLE 452, 8 1/2 FEET SOUTH OF THE
 QL0105'GROUND END OF A GUY WIRE, 1.3 FEET NORTH OF A METAL WITNESS
 QL0105'POST, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK
 QL0105'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 QL0105'GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH
 QL0105'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 QL0105'OF 20 FEET.  SECTION 4, T 40 N, R 19 W.
 QL0105
 QL0105                          STATION RECOVERY (2002)
 QL0105
 QL0105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0105'MARK IS 67 FT NORTH OF THE C/L OF US-2, NOT THE RR.
 QL0105
 QL0105                          STATION RECOVERY (2005)
 QL0105
 QL0105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0105'RECOVERED IN GOOD CONDITION.
 QL0105
 QL0105                          STATION RECOVERY (2006)
 QL0105
 QL0105'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0195 ***********************************************************************
 QL0195  DESIGNATION -  F 205
 QL0195  PID         -  QL0195
 QL0195  STATE/COUNTY-  MI/DELTA
 QL0195  COUNTRY     -  US
 QL0195  USGS QUAD   -  GLADSTONE (2017)
 QL0195
 QL0195                         *CURRENT SURVEY CONTROL
 QL0195  ______________________________________________________________________
 QL0195* NAD 83(1986) POSITION- 45 49 17.     (N) 087 03 11.     (W)   SCALED
 QL0195* NAVD 88 ORTHO HEIGHT -   179.062 (meters)      587.47  (feet) ADJUSTED
 QL0195  ______________________________________________________________________
 QL0195  GEOID HEIGHT    -        -35.632 (meters)                     GEOID18
 QL0195  DYNAMIC HEIGHT  -        179.063 (meters)      587.48  (feet) COMP
 QL0195  MODELED GRAVITY -    980,616.2   (mgal)                       NAVD 88
 QL0195
 QL0195  VERT ORDER      -  FIRST     CLASS 0
 QL0195
 QL0195.The horizontal coordinates were scaled from a map and have
 QL0195.an estimated accuracy of +/- 6 seconds.
 QL0195
 QL0195.The orthometric height was determined by differential leveling and
 QL0195.adjusted by the NATIONAL GEODETIC SURVEY
 QL0195.in June 1991.
 QL0195
 QL0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0195.GEOID18 height accuracy estimate available here.
 QL0195
 QL0195.Click photographs - Photos may exist for this station.
 QL0195
 QL0195.The dynamic height is computed by dividing the NAVD 88
 QL0195.geopotential number by the normal gravity value computed on the
 QL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0195.degrees latitude (g = 980.6199 gals.).
 QL0195
 QL0195.The modeled gravity was interpolated from observed gravity values.
 QL0195
 QL0195;                    North         East    Units  Estimated Accuracy
 QL0195;SPC MI N     -   115,380.    7,995,880.      MT  (+/- 180 meters Scaled)
 QL0195
 QL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR958742(NAD 83)
 QL0195
 QL0195                          SUPERSEDED SURVEY CONTROL
 QL0195
 QL0195  NGVD 29 (??/??/92)  179.07   (m)          587.5    (f) COMPUTED    1 0
 QL0195
 QL0195.Superseded values are not recommended for survey control.
 QL0195
 QL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0195.See file dsdata.pdf to determine how the superseded data were derived.
 QL0195
 QL0195_MARKER: DB = BENCH MARK DISK
 QL0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0195_STAMPING: F 205 1972
 QL0195_MARK LOGO: CGS
 QL0195_PROJECTION: FLUSH
 QL0195_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0195+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0195
 QL0195  HISTORY     - Date     Condition        Report By
 QL0195  HISTORY     - 1972     MONUMENTED       NGS
 QL0195  HISTORY     - 20010813 GOOD             MIDT
 QL0195  HISTORY     - 20041101 GOOD             USPSQD
 QL0195  HISTORY     - 20060820 GOOD             USPSQD
 QL0195
 QL0195                          STATION DESCRIPTION
 QL0195
 QL0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0195'1.9 MI SW FROM GLADSTONE.
 QL0195'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 2 AND 41 AND STATE
 QL0195'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0195'RAILROAD STATION AT GLADSTONE, 443 FEET NORTHEAST OF A LARGE
 QL0195'STONE FOUNDATION FOR A LARGE SIGN LOG CABIN SUPPER CLUB, 405
 QL0195'FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT DRIVEWAY TO THE
 QL0195'SUPPER CLUB, 182 FEET NORTHEAST OF THE NORTHEAST END OF CONCRETE
 QL0195'HEADWALL FOR PIPE CULVERT UNDER THE HIGHWAY, 47 FEET NORTHWEST
 QL0195'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAYS, 13 FEET
 QL0195'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT EAST OF A
 QL0195'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 QL0195'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QL0195'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QL0195'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND DRIVEN TO
 QL0195'A DEPTH OF 32 FEET.  SECTION 32, T 40 N, R 22 W.
 QL0195
 QL0195                          STATION RECOVERY (2001)
 QL0195
 QL0195'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (HHH)
 QL0195'RECOVERED IN GOOD CONDITION.
 QL0195
 QL0195                          STATION RECOVERY (2004)
 QL0195
 QL0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0195'RECOVERED IN GOOD CONDITION.
 QL0195
 QL0195                          STATION RECOVERY (2006)
 QL0195
 QL0195'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0496 ***********************************************************************
 RJ0496  DESIGNATION -  F 206
 RJ0496  PID         -  RJ0496
 RJ0496  STATE/COUNTY-  MI/MACKINAC
 RJ0496  COUNTRY     -  US
 RJ0496  USGS QUAD   -  ENGADINE (2017)
 RJ0496
 RJ0496                         *CURRENT SURVEY CONTROL
 RJ0496  ______________________________________________________________________
 RJ0496* NAD 83(1986) POSITION- 46 06 02.71   (N) 085 34 18.61   (W)   HD_HELD1
 RJ0496* NAVD 88 ORTHO HEIGHT -   193.140 (meters)      633.66  (feet) ADJUSTED
 RJ0496  ______________________________________________________________________
 RJ0496  GEOID HEIGHT    -        -34.977 (meters)                     GEOID18
 RJ0496  DYNAMIC HEIGHT  -        193.151 (meters)      633.70  (feet) COMP
 RJ0496  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0496
 RJ0496  VERT ORDER      -  FIRST     CLASS 0
 RJ0496
 RJ0496.The horizontal coordinates were determined by differentially corrected
 RJ0496.hand held GPS observations or other comparable positioning techniques
 RJ0496.and have an estimated accuracy of +/- 3 meters.
 RJ0496
 RJ0496.The orthometric height was determined by differential leveling and
 RJ0496.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0496.in June 1991.
 RJ0496
 RJ0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0496.GEOID18 height accuracy estimate available here.
 RJ0496
 RJ0496.Click photographs - Photos may exist for this station.
 RJ0496
 RJ0496.The dynamic height is computed by dividing the NAVD 88
 RJ0496.geopotential number by the normal gravity value computed on the
 RJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0496.degrees latitude (g = 980.6199 gals.).
 RJ0496
 RJ0496.The modeled gravity was interpolated from observed gravity values.
 RJ0496
 RJ0496;                    North         East    Units  Estimated Accuracy
 RJ0496;SPC MI N     -   147,417.9   8,110,413.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0496
 RJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1038406233(NAD 83)
 RJ0496
 RJ0496                          SUPERSEDED SURVEY CONTROL
 RJ0496
 RJ0496  NGVD 29 (??/??/92)  193.12   (m)          633.6    (f) COMPUTED    1 0
 RJ0496
 RJ0496.Superseded values are not recommended for survey control.
 RJ0496
 RJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0496.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0496
 RJ0496_MARKER: DB = BENCH MARK DISK
 RJ0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0496_STAMPING: F 206 1972
 RJ0496_MARK LOGO: CGS
 RJ0496_PROJECTION: RECESSED 30 CENTIMETERS
 RJ0496_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0496+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2020
 RJ0496
 RJ0496  HISTORY     - Date     Condition        Report By
 RJ0496  HISTORY     - 1972     MONUMENTED       NGS
 RJ0496  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0496  HISTORY     - 19991013 GOOD             MIDT
 RJ0496  HISTORY     - 20021030 GOOD             MIDT
 RJ0496  HISTORY     - 20040417 GOOD             USPSQD
 RJ0496  HISTORY     - 20080630 GOOD             MIDT
 RJ0496  HISTORY     - 20201030 GOOD             PROFLN
 RJ0496
 RJ0496                          STATION DESCRIPTION
 RJ0496
 RJ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0496'5.8 MI W FROM NAUBINWAY.
 RJ0496'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0496'CHURCH AT NAUBINWAY, 106 FEET SOUTHWEST OF THE CENTER OF THE
 RJ0496'JUNCTION OF THE HIGHWAY 2 AND STATE HIGHWAY 117 LEADING NORTH,
 RJ0496'62 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 82 1/2 FEET
 RJ0496'WEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 117, 10 1/2
 RJ0496'FEET SOUTH OF A 6 FOOT HIGH POST SUPPORTING AN UNDERGROUND
 RJ0496'CABLE MARKER, 1 FOOT EAST OF A METAL WITNESS POST, 6 FEET BELOW
 RJ0496'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 RJ0496'COATED STEEL ROD THAT IS ENCASED IN A 8-INCH METAL PIPE THAT
 RJ0496'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 RJ0496'DRIVEN TO REFUSAL AT A DEPTH OF 12.5 FEET.
 RJ0496
 RJ0496                          STATION RECOVERY (1995)
 RJ0496
 RJ0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0496'MARK NOT FOUND.
 RJ0496
 RJ0496                          STATION RECOVERY (1999)
 RJ0496
 RJ0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0496'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF US-2 AND M-117, 62
 RJ0496'FEET SOUTH OF EXISTING CENTERLINE OF US-2, 84.5 FEET WEST OF THE
 RJ0496'EXTENSION OF THE EXISTING CENTERLINE OF M-117 TO THE NORTH, 1.0 FOOT
 RJ0496'EAST OF A METAL WITNESS POST, 0.6 FEET NORTH OF A FIBERGLASS WITNESS
 RJ0496'POST, AND 1 FOOT BELOW SURFACE. STAMPING ON DISK IS DIFFICULT TO READ.
 RJ0496'
 RJ0496
 RJ0496                          STATION RECOVERY (2002)
 RJ0496
 RJ0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0496'RECOVERED AS DESCRIBED
 RJ0496
 RJ0496                          STATION RECOVERY (2004)
 RJ0496
 RJ0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0496'DISK IS INTACT ATOP ROD BUT ENCASEMENT PIPE IS DAMAGED AND CARSONITE
 RJ0496'WITNESS POST IS BROKEN UP.
 RJ0496
 RJ0496                          STATION RECOVERY (2008)
 RJ0496
 RJ0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (LEW)
 RJ0496'FOUND DISK ON ROD, ENCASED IN AN 8 INCH DIAMETER METAL PIPE.  DISK AT
 RJ0496'NORTH EDGE OF PIPE.  ENCASEMENT PIPE HAS BEEN DISTURBED.  EXCAVATED
 RJ0496'AND CENTERED ENCASEMENT PIPE AROUND DISK.  DISK AND PIPE 1 FOOT BELOW
 RJ0496'SURFACE.  SET NEW CARSONITE WITNESS POST, 0.6 FEET SOUTH OF DISK.  DID
 RJ0496'NOT FIND METAL WITNESS POST.
 RJ0496
 RJ0496                          STATION RECOVERY (2020)
 RJ0496
 RJ0496'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0496'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF US HIGHWAY 2 AND
 RJ0496'STATE HIGHWAY M-117, 104 FT (31.7 M) SOUTHWEST OF THE JUNCTION OF SAID
 RJ0496'HIGHWAYS, 62 FT (18.9 M) SOUTH OF THE CENTER OF US-2, 84 FT (25.6 M)
 RJ0496'WEST OF THE EXTENSION OF THE CENTER OF M-117 TO THE NORTH AND 0.6 FT
 RJ0496'(18 CM) NORTH OF A CARSONITE WITNESS POST.  DISK IS ENCASED BY AN 8
 RJ0496'INCH (20 CM) DIAMETER METAL PIPE.  DISK IS RECESSED 1 FT (0.3 M) BELOW
 RJ0496'GROUND SURFACE AND RECESSED 0.2 FT (6 CM) BELOW TOP OF METAL PIPE.
 RJ0496'STAMPING ON DISK IS DIFFICULT TO READ.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0235 ***********************************************************************
 QL0235  DESIGNATION -  F 207
 QL0235  PID         -  QL0235
 QL0235  STATE/COUNTY-  MI/DELTA
 QL0235  COUNTRY     -  US
 QL0235  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0235
 QL0235                         *CURRENT SURVEY CONTROL
 QL0235  ______________________________________________________________________
 QL0235* NAD 83(1986) POSITION- 45 35 33.     (N) 087 14 09.     (W)   SCALED
 QL0235* NAVD 88 ORTHO HEIGHT -   180.786 (meters)      593.13  (feet) ADJUSTED
 QL0235  ______________________________________________________________________
 QL0235  GEOID HEIGHT    -        -36.188 (meters)                     GEOID18
 QL0235  DYNAMIC HEIGHT  -        180.781 (meters)      593.11  (feet) COMP
 QL0235  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 QL0235
 QL0235  VERT ORDER      -  FIRST     CLASS 0
 QL0235
 QL0235.The horizontal coordinates were scaled from a map and have
 QL0235.an estimated accuracy of +/- 6 seconds.
 QL0235
 QL0235.The orthometric height was determined by differential leveling and
 QL0235.adjusted by the NATIONAL GEODETIC SURVEY
 QL0235.in June 1991.
 QL0235
 QL0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0235.GEOID18 height accuracy estimate available here.
 QL0235
 QL0235.Click photographs - Photos may exist for this station.
 QL0235
 QL0235.The dynamic height is computed by dividing the NAVD 88
 QL0235.geopotential number by the normal gravity value computed on the
 QL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0235.degrees latitude (g = 980.6199 gals.).
 QL0235
 QL0235.The modeled gravity was interpolated from observed gravity values.
 QL0235
 QL0235;                    North         East    Units  Estimated Accuracy
 QL0235;SPC MI N     -    89,960.    7,981,600.      MT  (+/- 180 meters Scaled)
 QL0235
 QL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR816488(NAD 83)
 QL0235
 QL0235                          SUPERSEDED SURVEY CONTROL
 QL0235
 QL0235.No superseded survey control is available for this station.
 QL0235
 QL0235_MARKER: DB = BENCH MARK DISK
 QL0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0235_STAMPING: F 207 1972
 QL0235_MARK LOGO: CGS
 QL0235_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0235+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0235
 QL0235  HISTORY     - Date     Condition        Report By
 QL0235  HISTORY     - 1972     MONUMENTED       NGS
 QL0235  HISTORY     - 1972     POOR             NGS
 QL0235  HISTORY     - 1990     POOR             USPSQD
 QL0235  HISTORY     - 19960919 POOR             USPSQD
 QL0235  HISTORY     - 20011025 POOR             USPSQD
 QL0235  HISTORY     - 20040913 GOOD             DAVWAN
 QL0235  HISTORY     - 20041102 POOR             USPSQD
 QL0235
 QL0235                          STATION DESCRIPTION
 QL0235
 QL0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0235'14.2 MI SW FROM ESCANABA.
 QL0235'ABOUT 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE
 QL0235'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 1.1 MILES
 QL0235'NORTH OF THE 65 FOOT LONG CONCRETE BRIDGE OVER THE BARK RIVER,
 QL0235'ABOUT 0.4 MILE SOUTHWEST OF THE CENTER OF THE INTERSECTION
 QL0235'OF THE HIGHWAY AND COUNTY ROAD 535, ON THE OUTSIDE AND NEAR
 QL0235'THE CENTER OF A CURVE IN THE HIGHWAY, 59 FEET NORTHWEST OF THE
 QL0235'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF A METAL
 QL0235'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0235'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED
 QL0235'IN A 6 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE THE LEVEL
 QL0235'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 QL0235'5 1/2 FEET.  SECTION 23, T37N, R24W.
 QL0235
 QL0235                          STATION RECOVERY (1972)
 QL0235
 QL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (1990)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (1996)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (2001)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0235'EDGES OF DISK ARE BENT
 QL0235
 QL0235                          STATION RECOVERY (2004)
 QL0235
 QL0235'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0235'RECOVERED IN GOOD CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (2004)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0235'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0327 ***********************************************************************
 QL0327  DESIGNATION -  F 208
 QL0327  PID         -  QL0327
 QL0327  STATE/COUNTY-  MI/MENOMINEE
 QL0327  COUNTRY     -  US
 QL0327  USGS QUAD   -  BIRCH CREEK (2017)
 QL0327
 QL0327                         *CURRENT SURVEY CONTROL
 QL0327  ______________________________________________________________________
 QL0327* NAD 83(1986) POSITION- 45 10 53.     (N) 087 34 00.     (W)   SCALED
 QL0327* NAVD 88 ORTHO HEIGHT -   178.383 (meters)      585.24  (feet) ADJUSTED
 QL0327  ______________________________________________________________________
 QL0327  GEOID HEIGHT    -        -37.041 (meters)                     GEOID18
 QL0327  DYNAMIC HEIGHT  -        178.366 (meters)      585.19  (feet) COMP
 QL0327  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 QL0327
 QL0327  VERT ORDER      -  FIRST     CLASS 0
 QL0327
 QL0327.The horizontal coordinates were scaled from a map and have
 QL0327.an estimated accuracy of +/- 6 seconds.
 QL0327
 QL0327.The orthometric height was determined by differential leveling and
 QL0327.adjusted by the NATIONAL GEODETIC SURVEY
 QL0327.in June 1991.
 QL0327
 QL0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0327.GEOID18 height accuracy estimate available here.
 QL0327
 QL0327.Click photographs - Photos may exist for this station.
 QL0327
 QL0327.The dynamic height is computed by dividing the NAVD 88
 QL0327.geopotential number by the normal gravity value computed on the
 QL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0327.degrees latitude (g = 980.6199 gals.).
 QL0327
 QL0327.The modeled gravity was interpolated from observed gravity values.
 QL0327
 QL0327;                    North         East    Units  Estimated Accuracy
 QL0327;SPC MI N     -    44,400.    7,955,460.      MT  (+/- 180 meters Scaled)
 QL0327
 QL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR554032(NAD 83)
 QL0327
 QL0327                          SUPERSEDED SURVEY CONTROL
 QL0327
 QL0327  NGVD 29 (??/??/92)  178.34   (m)          585.1    (f) COMPUTED    1 0
 QL0327
 QL0327.Superseded values are not recommended for survey control.
 QL0327
 QL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0327.See file dsdata.pdf to determine how the superseded data were derived.
 QL0327
 QL0327_MARKER: DB = BENCH MARK DISK
 QL0327_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QL0327_SP_SET: BOX CULVERT HEADWALL
 QL0327_STAMPING: F 208 1972
 QL0327_MARK LOGO: CGS
 QL0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0327+STABILITY: SURFACE MOTION
 QL0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0327+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0327
 QL0327  HISTORY     - Date     Condition        Report By
 QL0327  HISTORY     - 1972     MONUMENTED       NGS
 QL0327  HISTORY     - 1990     GOOD             USPSQD
 QL0327  HISTORY     - 19940426 GOOD             MIDT
 QL0327  HISTORY     - 20020420 GOOD             USPSQD
 QL0327  HISTORY     - 20030423 GOOD             USPSQD
 QL0327  HISTORY     - 20040817 GOOD             WILCOX
 QL0327  HISTORY     - 20060406 GOOD             USPSQD
 QL0327
 QL0327                          STATION DESCRIPTION
 QL0327
 QL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0327'4.2 MI NE FROM MENOMINEE.
 QL0327'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0327'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.55 MILE
 QL0327'SOUTHWEST OF THE JUNCTION OF TWIN CREEK ROAD, SET IN THE TOP OF
 QL0327'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 16
 QL0327'FOOT BOX CULVERT FOR SPRINGER CREEK, 25 FEET NORTHWEST OF THE
 QL0327'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST
 QL0327'END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0327'SECTION 7, T 32 N, R 26 W.
 QL0327
 QL0327                          STATION RECOVERY (1990)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (1994)
 QL0327
 QL0327'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0327'RECOVERED AS DESCRIBED.
 QL0327
 QL0327                          STATION RECOVERY (2002)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2003)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2004)
 QL0327
 QL0327'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2006)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0172 ***********************************************************************
 RK0172  DESIGNATION -  F 22
 RK0172  PID         -  RK0172
 RK0172  STATE/COUNTY-  MI/MARQUETTE
 RK0172  COUNTRY     -  US
 RK0172  USGS QUAD   -  LITTLE LAKE (2017)
 RK0172
 RK0172                         *CURRENT SURVEY CONTROL
 RK0172  ______________________________________________________________________
 RK0172* NAD 83(1986) POSITION- 46 18 09.     (N) 087 22 26.     (W)   SCALED
 RK0172* NAVD 88 ORTHO HEIGHT -   350.073 (meters)     1148.53  (feet) POSTED
 RK0172  ______________________________________________________________________
 RK0172  GEOID HEIGHT    -        -34.450 (meters)                     GEOID18
 RK0172  DYNAMIC HEIGHT  -        350.08  (meters)     1148.6   (feet) COMP
 RK0172  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 RK0172
 RK0172  VERT ORDER      -  * POSTED, SEE BELOW
 RK0172
 RK0172.The horizontal coordinates were scaled from a map and have
 RK0172.an estimated accuracy of +/- 6 seconds.
 RK0172
 RK0172.The orthometric height was determined by differential leveling
 RK0172.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0172
 RK0172.* This is a POSTED BENCH MARK height.
 RK0172
 RK0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0172.GEOID18 height accuracy estimate available here.
 RK0172
 RK0172.Click photographs - Photos may exist for this station.
 RK0172
 RK0172.The dynamic height is computed by dividing the NAVD 88
 RK0172.geopotential number by the normal gravity value computed on the
 RK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0172.degrees latitude (g = 980.6199 gals.).
 RK0172
 RK0172.The modeled gravity was interpolated from observed gravity values.
 RK0172
 RK0172;                    North         East    Units  Estimated Accuracy
 RK0172;SPC MI N     -   168,910.    7,971,200.      MT  (+/- 180 meters Scaled)
 RK0172
 RK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS712277(NAD 83)
 RK0172
 RK0172                          SUPERSEDED SURVEY CONTROL
 RK0172
 RK0172  NGVD 29 (??/??/92)  349.925  (m)         1148.05   (f) ADJ UNCH    1 2
 RK0172
 RK0172.Superseded values are not recommended for survey control.
 RK0172
 RK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0172.See file dsdata.pdf to determine how the superseded data were derived.
 RK0172
 RK0172_MARKER: DB = BENCH MARK DISK
 RK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0172_STAMPING: ELEV 1148.046 FT F 22 1917
 RK0172_MARK LOGO: CGS
 RK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0172+STABILITY: SURFACE MOTION
 RK0172
 RK0172  HISTORY     - Date     Condition        Report By
 RK0172  HISTORY     - 1917     MONUMENTED       CGS
 RK0172  HISTORY     - 1934     GOOD             CGS
 RK0172
 RK0172                          STATION DESCRIPTION
 RK0172
 RK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0172'AT SWANZY.
 RK0172'AT SWANZY, MARQUETTE COUNTY, 19 FEET SOUTHEAST OF THE CHICAGO
 RK0172'AND NORTH WESTERN RAILWAY STATION, 43 FEET NORTHEAST OF THE
 RK0172'CENTERLINE OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES,
 RK0172'AND 7 FEET FROM A POLE.  A STANDARD DISK, STAMPED ELEV. 1148.046
 RK0172'FT. F 22 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0172'1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0870 ***********************************************************************
 MC0870  WATER LEVEL -  This is a Water Level Survey Control Monument.
 MC0870  DESIGNATION -  F 234
 MC0870  PID         -  MC0870
 MC0870  STATE/COUNTY-  MI/MONROE
 MC0870  COUNTRY     -  US
 MC0870  USGS QUAD   -  STONY POINT (2017)
 MC0870
 MC0870                         *CURRENT SURVEY CONTROL
 MC0870  ______________________________________________________________________
 MC0870* NAD 83(1986) POSITION- 41 57 48.2    (N) 083 16 28.1    (W)   HD_HELD2
 MC0870* NAVD 88 ORTHO HEIGHT -   181.126 (meters)      594.24  (feet) ADJUSTED
 MC0870  ______________________________________________________________________
 MC0870  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 MC0870  DYNAMIC HEIGHT  -        181.062 (meters)      594.03  (feet) COMP
 MC0870  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 MC0870
 MC0870  VERT ORDER      -  FIRST     CLASS II
 MC0870
 MC0870.The horizontal coordinates were established by autonomous hand held GPS
 MC0870.observations and have an estimated accuracy of +/- 10 meters.
 MC0870
 MC0870.The orthometric height was determined by differential leveling and
 MC0870.adjusted by the NATIONAL GEODETIC SURVEY
 MC0870.in June 1991.
 MC0870
 MC0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0870.GEOID18 height accuracy estimate available here.
 MC0870
 MC0870.This Water Level Mark is designated as VM 12856
 MC0870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 MC0870
 MC0870.Click photographs - Photos may exist for this station.
 MC0870
 MC0870.The dynamic height is computed by dividing the NAVD 88
 MC0870.geopotential number by the normal gravity value computed on the
 MC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0870.degrees latitude (g = 980.6199 gals.).
 MC0870
 MC0870.The modeled gravity was interpolated from observed gravity values.
 MC0870
 MC0870;                    North         East    Units  Estimated Accuracy
 MC0870;SPC MI S     -    52,061.    4,090,542.      MT  (+/- 10 meters HH2 GPS)
 MC0870
 MC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1152048213(NAD 83)
 MC0870
 MC0870                          SUPERSEDED SURVEY CONTROL
 MC0870
 MC0870  NGVD 29 (??/??/92)  181.298  (m)          594.81   (f) ADJ UNCH    1 2
 MC0870
 MC0870.Superseded values are not recommended for survey control.
 MC0870
 MC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0870.See file dsdata.pdf to determine how the superseded data were derived.
 MC0870
 MC0870_MARKER: F = FLANGE-ENCASED ROD
 MC0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0870_STAMPING: F 234 1980
 MC0870_MARK LOGO: NGS
 MC0870_PROJECTION: RECESSED 2 CENTIMETERS
 MC0870_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0870+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 MC0870_ROD/PIPE-DEPTH: 3.05 meters
 MC0870
 MC0870  HISTORY     - Date     Condition        Report By
 MC0870  HISTORY     - 1980     MONUMENTED       NGS
 MC0870  HISTORY     - 20150505 GOOD             NOS
 MC0870  HISTORY     - 20220428 GOOD             CO-OPS
 MC0870
 MC0870                          STATION DESCRIPTION
 MC0870
 MC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0870'4.45 KM SOUTH FROM OLDPORT.
 MC0870'2.83 KILOMETERS (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0870'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, THENCE 1.62 KILOMETERS
 MC0870'(1.0 MILE) SOUTHEAST ALONG A PRIVATE ROAD TO THE ENRICO FERMI
 MC0870'ATOMIC POWER PLANT, SET UNDER A STEEL POWER TOWER AT THE MAIN GATE
 MC0870',44.8 METERS (146.9 FEET) EAST-NORTHEAST OF THE CENTER OF THE MAIN
 MC0870'GATE AND ACROSS A SPUR RAILROAD TRACK TO THE PLANT, 24.35 METERS
 MC0870'79.84 FEET) SOUTHEAST OF A CHAIN LINK FENCE LEADING NORTHEAST AND
 MC0870'SOUTHWEST AROUNT THE NORTHWEST SIDE OF PLANT, 21.45 METERS (70.34
 MC0870'FEET) NORTHWEST OF NORTHWEST RAIL OF SPUR TRACK AND 1.8 METERS
 MC0870'5.9 FEET) WEST-SOUTHWEST OF THE EAST LEG OF A 4 LEG STEEL TOWER.
 MC0870'THE MARK IS 0.1 M BELOW GROUND.
 MC0870
 MC0870                          STATION RECOVERY (2015)
 MC0870
 MC0870'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 MC0870'RECOVERED IN GOOD CONDITION.
 MC0870'
 MC0870'NOTE-THE LOGO CAP IS MISSING.
 MC0870
 MC0870                          STATION RECOVERY (2022)
 MC0870
 MC0870'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (SPT)
 MC0870'THE ROD MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF
 MC0870'MONROE, 2.5 MI (4.0 KM) SOUTHWEST OF ESTRAL BEACH AND 1.6 MI (2.6 KM)
 MC0870'NORTH-NORTHWEST OF STONY POINT.
 MC0870'
 MC0870'THE MARK IS PROTECTED BY A 5" DIAMETER PAC SLEEVE AND ALUMINUM ACCESS
 MC0870'LID WITH WITNESS POST. BENCH MARK IS INSIDE A GATED NUCLEAR POWER
 MC0870'PLANT LOCATED AT 5998 ENRICO FERMI DR NEWPORT, MI 48166. THE MARK IS
 MC0870'LOCATED ON SECURE SITE.  FOR ACCESS CALL THE PLANT NUMBER
 MC0870'734-302-4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0916 ***********************************************************************
 NE0916  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0916  DESIGNATION -  F 236
 NE0916  PID         -  NE0916
 NE0916  STATE/COUNTY-  MI/MACOMB
 NE0916  COUNTRY     -  US
 NE0916  USGS QUAD   -  NEW BALTIMORE (2017)
 NE0916
 NE0916                         *CURRENT SURVEY CONTROL
 NE0916  ______________________________________________________________________
 NE0916* NAD 83(1986) POSITION- 42 41 10.6    (N) 082 43 06.4    (W)   HD_HELD2
 NE0916* NAVD 88 ORTHO HEIGHT -   178.104 (meters)      584.33  (feet) ADJUSTED
 NE0916  ______________________________________________________________________
 NE0916  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 NE0916  DYNAMIC HEIGHT  -        178.054 (meters)      584.17  (feet) COMP
 NE0916  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 NE0916
 NE0916  VERT ORDER      -  FIRST     CLASS II
 NE0916
 NE0916.The horizontal coordinates were established by autonomous hand held GPS
 NE0916.observations and have an estimated accuracy of +/- 10 meters.
 NE0916
 NE0916.The orthometric height was determined by differential leveling and
 NE0916.adjusted by the NATIONAL GEODETIC SURVEY
 NE0916.in June 1991.
 NE0916
 NE0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0916.GEOID18 height accuracy estimate available here.
 NE0916
 NE0916.This Water Level Mark is designated as VM 19095
 NE0916.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0916
 NE0916.Click photographs - Photos may exist for this station.
 NE0916
 NE0916.The dynamic height is computed by dividing the NAVD 88
 NE0916.geopotential number by the normal gravity value computed on the
 NE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0916.degrees latitude (g = 980.6199 gals.).
 NE0916
 NE0916.The modeled gravity was interpolated from observed gravity values.
 NE0916
 NE0916;                    North         East    Units  Estimated Accuracy
 NE0916;SPC MI S     -   133,090.    4,135,059.      MT  (+/- 10 meters HH2 GPS)
 NE0916
 NE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5922027408(NAD 83)
 NE0916
 NE0916                          SUPERSEDED SURVEY CONTROL
 NE0916
 NE0916  NGVD 29 (11/26/84)  178.227  (m)          584.73   (f) ADJUSTED    1 2
 NE0916
 NE0916.Superseded values are not recommended for survey control.
 NE0916
 NE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0916.See file dsdata.pdf to determine how the superseded data were derived.
 NE0916
 NE0916_MARKER: F = FLANGE-ENCASED ROD
 NE0916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0916_STAMPING: F 236 1980
 NE0916_MARK LOGO: NGS
 NE0916_PROJECTION: RECESSED 10 CENTIMETERS
 NE0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0916+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2022
 NE0916_ROD/PIPE-DEPTH: 7.6 meters
 NE0916
 NE0916  HISTORY     - Date     Condition        Report By
 NE0916  HISTORY     - 1980     MONUMENTED       NGS
 NE0916  HISTORY     - 19950919 GOOD             MIDT
 NE0916  HISTORY     - 20071124 GOOD             INDIV
 NE0916  HISTORY     - 20220613 GOOD             MIDT
 NE0916
 NE0916                          STATION DESCRIPTION
 NE0916
 NE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0916'IN NEW BALTIMORE.
 NE0916'IN NEW BALTIMORE, 1.6 KILOMETER (1.0 MILE) NORTHEAST OF THE
 NE0916'MUNICIPAL BUILDING AND FIRE DEPARTMENT 36535 HIGHWAY 29, SET IN
 NE0916'THE LAWN ON THE SOUTHEAST SIDE OF THE SIDEWALK TO THE SOUTHEAST
 NE0916'ENTRANCE TO THE CHRIST LUTHERN CHURCH AND IN LINE WITH A CONCRETE
 NE0916'TABLET ENGRAVED AD 1970 WHICH IS IN THE CENTER OF A 2-FOOT HIGH
 NE0916'BRICK PLANTER ON THE SOUTHEAST SIDE OF THE SOUTHWEST ENTRANCE DOOR.
 NE0916
 NE0916                          STATION RECOVERY (1995)
 NE0916
 NE0916'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GH)
 NE0916'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES-- DESCRIPTION
 NE0916'(STATES IT IS SET IN THE LAWN ON THE SOUTHEAST SIDE OF THE SIDEWALK TO
 NE0916'THE SOUTHEAST ENTRANCE TO THE CHRIST LUTHERN CHURCH). IT SHOULD STATE
 NE0916'(SET IN THE LAWN ON THE SOUTHWEST SIDE OF THE SIDEWALK TO THE
 NE0916'SOUTHWEST ENTRANCE TO THE CHRIST LUTHERN CHURCH). RECOVERY BY GLEN
 NE0916'HOBGOOD, METRO DISTRICT SURVEYOR, MIDT.
 NE0916
 NE0916                          STATION RECOVERY (2007)
 NE0916
 NE0916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJR)
 NE0916'RECOVERED AS DESCRIBED
 NE0916
 NE0916                          STATION RECOVERY (2022)
 NE0916
 NE0916'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (AEE)
 NE0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0607 ***********************************************************************
 OJ0607  DESIGNATION -  F 237
 OJ0607  PID         -  OJ0607
 OJ0607  STATE/COUNTY-  MI/SANILAC
 OJ0607  COUNTRY     -  US
 OJ0607  USGS QUAD   -  CROSWELL (2017)
 OJ0607
 OJ0607                         *CURRENT SURVEY CONTROL
 OJ0607  ______________________________________________________________________
 OJ0607* NAD 83(1986) POSITION- 43 16 06.     (N) 082 31 47.     (W)   SCALED
 OJ0607* NAVD 88 ORTHO HEIGHT -   187.922 (meters)      616.54  (feet) ADJUSTED
 OJ0607  ______________________________________________________________________
 OJ0607  GEOID HEIGHT    -        -34.705 (meters)                     GEOID18
 OJ0607  DYNAMIC HEIGHT  -        187.883 (meters)      616.41  (feet) COMP
 OJ0607  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 OJ0607
 OJ0607  VERT ORDER      -  FIRST     CLASS II
 OJ0607
 OJ0607.The horizontal coordinates were scaled from a map and have
 OJ0607.an estimated accuracy of +/- 6 seconds.
 OJ0607
 OJ0607.The orthometric height was determined by differential leveling and
 OJ0607.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0607.in June 1991.
 OJ0607
 OJ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0607.GEOID18 height accuracy estimate available here.
 OJ0607
 OJ0607.Click photographs - Photos may exist for this station.
 OJ0607
 OJ0607.The dynamic height is computed by dividing the NAVD 88
 OJ0607.geopotential number by the normal gravity value computed on the
 OJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0607.degrees latitude (g = 980.6199 gals.).
 OJ0607
 OJ0607.The modeled gravity was interpolated from observed gravity values.
 OJ0607
 OJ0607;                    North         East    Units  Estimated Accuracy
 OJ0607;SPC MI S     -   198,050.    4,149,110.      MT  (+/- 180 meters Scaled)
 OJ0607
 OJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758917(NAD 83)
 OJ0607
 OJ0607                          SUPERSEDED SURVEY CONTROL
 OJ0607
 OJ0607  NGVD 29 (11/26/84)  188.041  (m)          616.93   (f) ADJUSTED    1 2
 OJ0607
 OJ0607.Superseded values are not recommended for survey control.
 OJ0607
 OJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0607.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0607
 OJ0607_MARKER: I = METAL ROD
 OJ0607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ0607_STAMPING: F 237 1980
 OJ0607_MARK LOGO: NGS
 OJ0607_PROJECTION: FLUSH
 OJ0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0607_ROD/PIPE-DEPTH: 7.3 meters
 OJ0607_SLEEVE-DEPTH  : 6.1 meters
 OJ0607
 OJ0607  HISTORY     - Date     Condition        Report By
 OJ0607  HISTORY     - 1980     MONUMENTED       NGS
 OJ0607  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0607  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0607  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0607
 OJ0607                          STATION DESCRIPTION
 OJ0607
 OJ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0607'IN LEXINGTON.
 OJ0607'IN LEXINGTON.0.08 KILOMETER (0.05 MILE)EAST ALONG HURON AVENUE
 OJ0607'FROM THE JUNCTION OF HIGHWAY 25, SET BETWEEN HOUSE NUMBER 7275 AND THE
 OJ0607'POST OFFICE, 10.0 METERS (33.0 FEET) WEST OF THE SOUTHWEST CORNER
 OJ0607'OF THE POST OFFICE, 6.1 METERS (20.0 FEET) NORTH OF THE NORTH CURB
 OJ0607'OF HURON AVENUE, 3.6 METERS (11.8 FEET) EAST OF THE SOUTHEAST
 OJ0607'CORNER OF THE HOUSE.
 OJ0607'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0607
 OJ0607                          STATION RECOVERY (1994)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0607'MARK NOT FOUND.
 OJ0607
 OJ0607                          STATION RECOVERY (2002)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0607'HOUSE NUMBER 7275 HURON AVENUE NO LONGER EXISTS.  LOCATION DESCRIPTION
 OJ0607'WOULD PLACE MARKER UNDER NEWER HALLMARK STORE AND STRUCTURE.
 OJ0607
 OJ0607                          STATION RECOVERY (2005)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0607'STATION RECOVERY NOTE FROM 2002 IS VALID.  SUSPECT MARK HAS BEEN
 OJ0607'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0612 ***********************************************************************
 OJ0612  DESIGNATION -  F 238
 OJ0612  PID         -  OJ0612
 OJ0612  STATE/COUNTY-  MI/SANILAC
 OJ0612  COUNTRY     -  US
 OJ0612  USGS QUAD   -  CROSWELL (2017)
 OJ0612
 OJ0612                         *CURRENT SURVEY CONTROL
 OJ0612  ______________________________________________________________________
 OJ0612* NAD 83(1986) POSITION- 43 20 21.     (N) 082 32 10.     (W)   SCALED
 OJ0612* NAVD 88 ORTHO HEIGHT -   190.703 (meters)      625.66  (feet) ADJUSTED
 OJ0612  ______________________________________________________________________
 OJ0612  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 OJ0612  DYNAMIC HEIGHT  -        190.665 (meters)      625.54  (feet) COMP
 OJ0612  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 OJ0612
 OJ0612  VERT ORDER      -  FIRST     CLASS II
 OJ0612
 OJ0612.The horizontal coordinates were scaled from a map and have
 OJ0612.an estimated accuracy of +/- 6 seconds.
 OJ0612
 OJ0612.The orthometric height was determined by differential leveling and
 OJ0612.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0612.in June 1991.
 OJ0612
 OJ0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0612.GEOID18 height accuracy estimate available here.
 OJ0612
 OJ0612.Click photographs - Photos may exist for this station.
 OJ0612
 OJ0612.The dynamic height is computed by dividing the NAVD 88
 OJ0612.geopotential number by the normal gravity value computed on the
 OJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0612.degrees latitude (g = 980.6199 gals.).
 OJ0612
 OJ0612.The modeled gravity was interpolated from observed gravity values.
 OJ0612
 OJ0612;                    North         East    Units  Estimated Accuracy
 OJ0612;SPC MI S     -   205,910.    4,148,420.      MT  (+/- 180 meters Scaled)
 OJ0612
 OJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH754996(NAD 83)
 OJ0612
 OJ0612                          SUPERSEDED SURVEY CONTROL
 OJ0612
 OJ0612  NGVD 29 (11/26/84)  190.823  (m)          626.06   (f) ADJUSTED    1 2
 OJ0612
 OJ0612.Superseded values are not recommended for survey control.
 OJ0612
 OJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0612.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0612
 OJ0612_MARKER: I = METAL ROD
 OJ0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0612_STAMPING: F 238 1980
 OJ0612_MARK LOGO: NGS
 OJ0612_PROJECTION: FLUSH
 OJ0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0612_ROD/PIPE-DEPTH: 6.4 meters
 OJ0612
 OJ0612  HISTORY     - Date     Condition        Report By
 OJ0612  HISTORY     - 1980     MONUMENTED       NGS
 OJ0612  HISTORY     - 19940728 GOOD             USPSQD
 OJ0612
 OJ0612                          STATION DESCRIPTION
 OJ0612
 OJ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0612'7.95 KM NORTH FROM LEXINGTON.
 OJ0612'7.95 KILOMETERS (4.95 MILES) NORTH ALONG STATE HIGHWAY 25 FRON THE
 OJ0612'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.55 KILOMETER
 OJ0612'(0.35 MILE) SOUTH OF THE JUNCTION OF TOWSEND ROAD, TO THE PAVED
 OJ0612'DRIVE TO RAY DIERICK REAL ESTATE OFFICE NUMBER 3140, SET AT THE
 OJ0612'SOUTHWEST CORNER OF THE BRICK PILLAR ON THE SOUTH SIDE OF THE DRIVE.
 OJ0612'16.31 METERS (53.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0612'2.8 METERS (9.2 FEET) SOUTH OF THE CENTER OF THE ENTRANCE GATE, 0.3
 OJ0612'METER (1.0 FOOT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 OJ0612'PILLAR.
 OJ0612'THE MARK IS 0.1 M BELOW GROUND.
 OJ0612
 OJ0612                          STATION RECOVERY (1994)
 OJ0612
 OJ0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0640 ***********************************************************************
 OJ0640  DESIGNATION -  F 239
 OJ0640  PID         -  OJ0640
 OJ0640  STATE/COUNTY-  MI/HURON
 OJ0640  COUNTRY     -  US
 OJ0640  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0640
 OJ0640                         *CURRENT SURVEY CONTROL
 OJ0640  ______________________________________________________________________
 OJ0640* NAD 83(1986) POSITION- 43 48 02.3    (N) 082 37 46.4    (W)   HD_HELD2
 OJ0640* NAVD 88 ORTHO HEIGHT -   186.295 (meters)      611.20  (feet) ADJUSTED
 OJ0640  ______________________________________________________________________
 OJ0640  GEOID HEIGHT    -        -35.151 (meters)                     GEOID18
 OJ0640  DYNAMIC HEIGHT  -        186.262 (meters)      611.09  (feet) COMP
 OJ0640  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 OJ0640
 OJ0640  VERT ORDER      -  FIRST     CLASS II
 OJ0640
 OJ0640.The horizontal coordinates were established by autonomous hand held GPS
 OJ0640.observations and have an estimated accuracy of +/- 10 meters.
 OJ0640
 OJ0640.The orthometric height was determined by differential leveling and
 OJ0640.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0640.in June 1991.
 OJ0640
 OJ0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0640.GEOID18 height accuracy estimate available here.
 OJ0640
 OJ0640.Click photographs - Photos may exist for this station.
 OJ0640
 OJ0640.The dynamic height is computed by dividing the NAVD 88
 OJ0640.geopotential number by the normal gravity value computed on the
 OJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0640.degrees latitude (g = 980.6199 gals.).
 OJ0640
 OJ0640.The modeled gravity was interpolated from observed gravity values.
 OJ0640
 OJ0640;                    North         East    Units  Estimated Accuracy
 OJ0640;SPC MI S     -   257,006.    4,139,788.      MT  (+/- 10 meters HH2 GPS)
 OJ0640
 OJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6891451021(NAD 83)
 OJ0640
 OJ0640                          SUPERSEDED SURVEY CONTROL
 OJ0640
 OJ0640  NGVD 29 (11/26/84)  186.403  (m)          611.56   (f) ADJUSTED    1 2
 OJ0640
 OJ0640.Superseded values are not recommended for survey control.
 OJ0640
 OJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0640.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0640
 OJ0640_MARKER: I = METAL ROD
 OJ0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0640_STAMPING: F 239 1980
 OJ0640_MARK LOGO: NGS
 OJ0640_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0640+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 OJ0640_ROD/PIPE-DEPTH: 3.0 meters
 OJ0640
 OJ0640  HISTORY     - Date     Condition        Report By
 OJ0640  HISTORY     - 1980     MONUMENTED       NGS
 OJ0640  HISTORY     - 19991211 GOOD             USPSQD
 OJ0640  HISTORY     - 20080825 GOOD             INDIV
 OJ0640
 OJ0640                          STATION DESCRIPTION
 OJ0640
 OJ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0640'5.5 KM SOUTH FROM HARBOR BEACH.
 OJ0640'5.5 KILOMETERS (3.4 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0640'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET WEST OF THE
 OJ0640'HIGHWAY AND NEAR WILLIAMS INN, NORTH OF UTILITY POLE NUMBER DE7140G5.
 OJ0640'37.6 METERS (123.3 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0640'28.05 METERS (92.0 FEET) SOUTH OF THE ENTRANCE TO THE INN, 0.6
 OJ0640'METER (2.0 FEET) NORTH OF THE UTILITY POLE. NOTE--SEVERAL ATTEMPTS
 OJ0640'WERE MADE TO DRIVE THE ROD REFUSAL AT 3.0 METERS.
 OJ0640'THE MARK IS 0.1 M BELOW GROUND.
 OJ0640
 OJ0640                          STATION RECOVERY (1999)
 OJ0640
 OJ0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0640'RECOVERED IN GOOD CONDITION.
 OJ0640
 OJ0640                          STATION RECOVERY (2008)
 OJ0640
 OJ0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JNO)
 OJ0640'J. OWENS (PS), R. KOCIBA, M. WILLIAMSON
 OJ0640'ADDITIONAL NOTES   3 FT WIDE X 5 FT LONG X 2.5 FT HI BOULDER AT 3 FT W
 OJ0640'LY OF UTILITY POLE. UTILITY POLE WITH TRANSFORMER STILL HAS TAG
 OJ0640'NUMBER. ALSO AN 18 IN DIA NORWAY SPRUCE IS 15 FT W LY OF UTILITY POLE.
 OJ0640'ROD AND UTILITY POLE AT S. EDGE CRUSHED LIMSTONE PARKING LOT.
 OJ0640'ROD IS IN 5 IN DIA PVC CASING AND TOP 3 CM BELOW GRADE. THE ROD
 OJ0640'REFUSAL DEPTH IS MOSTLY LIKE THE TOP OF THE LIMESTONE BEDROCK
 OJ0640'UNDERLYING THE AREA. NEAR THE LAKE HURON SHORE ABOUT 400 M TO THE EAST
 OJ0640'IS A SMALL STREAM WHICH HAS A BOTTOM OF EXPOSED LIMESTONE BEDROCK AT
 OJ0640'ABOUT ELEVATION 590 FT.
 OJ0640'THE O.H.W.M. OF LAKE HURON IS 581.5 FT WHICH FITS PHYSICAL CONDITIONS
 OJ0640'FOR IT IN THAT AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0067 ***********************************************************************
 NG0067  DESIGNATION -  F 24
 NG0067  PID         -  NG0067
 NG0067  STATE/COUNTY-  MI/BERRIEN
 NG0067  COUNTRY     -  US
 NG0067  USGS QUAD   -  BENTON HEIGHTS (2017)
 NG0067
 NG0067                         *CURRENT SURVEY CONTROL
 NG0067  ______________________________________________________________________
 NG0067* NAD 83(1986) POSITION- 42 11 00.     (N) 086 22 59.     (W)   SCALED
 NG0067* NAVD 88 ORTHO HEIGHT -   194.987 (meters)      639.72  (feet) ADJUSTED
 NG0067  ______________________________________________________________________
 NG0067  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 NG0067  DYNAMIC HEIGHT  -        194.924 (meters)      639.51  (feet) COMP
 NG0067  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 NG0067
 NG0067  VERT ORDER      -  FIRST     CLASS II
 NG0067
 NG0067.The horizontal coordinates were scaled from a map and have
 NG0067.an estimated accuracy of +/- 6 seconds.
 NG0067
 NG0067.The orthometric height was determined by differential leveling and
 NG0067.adjusted by the NATIONAL GEODETIC SURVEY
 NG0067.in June 1991.
 NG0067
 NG0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0067.GEOID18 height accuracy estimate available here.
 NG0067
 NG0067.Click photographs - Photos may exist for this station.
 NG0067
 NG0067.The dynamic height is computed by dividing the NAVD 88
 NG0067.geopotential number by the normal gravity value computed on the
 NG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0067.degrees latitude (g = 980.6199 gals.).
 NG0067
 NG0067.The modeled gravity was interpolated from observed gravity values.
 NG0067
 NG0067;                    North         East    Units  Estimated Accuracy
 NG0067;SPC MI S     -    77,900.    3,833,440.      MT  (+/- 180 meters Scaled)
 NG0067
 NG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM509703(NAD 83)
 NG0067
 NG0067                          SUPERSEDED SURVEY CONTROL
 NG0067
 NG0067  NGVD 29 (??/??/92)  195.129  (m)          640.19   (f) ADJ UNCH    1 2
 NG0067
 NG0067.Superseded values are not recommended for survey control.
 NG0067
 NG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0067.See file dsdata.pdf to determine how the superseded data were derived.
 NG0067
 NG0067_MARKER: DB = BENCH MARK DISK
 NG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0067_STAMPING: 640.186 F 24 1930
 NG0067_MARK LOGO: CGS
 NG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0067+STABILITY: SURFACE MOTION
 NG0067
 NG0067  HISTORY     - Date     Condition        Report By
 NG0067  HISTORY     - 1930     MONUMENTED       CGS
 NG0067  HISTORY     - 1934     GOOD             CGS
 NG0067  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0067
 NG0067                          STATION DESCRIPTION
 NG0067
 NG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0067'IN RIVERSIDE.
 NG0067'AT RIVERSIDE, BERRIEN COUNTY, OPPOSITE THE EAST END OF THE
 NG0067'PERE MARQUETTE RAILWAY STATION, AND 44.5 FEET NORTH OF THE NORTH
 NG0067'RAIL OF THE MAIN TRACK.  THE MARK IS ALSO 6.0 MILES NORTHEAST
 NG0067'OF THE STATION AT BENTON HARBOR.  A STANDARD DISK, STAMPED
 NG0067'640.186 F 24 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0067'ABOUT 6 INCHES ABOVE GROUND.
 NG0067
 NG0067                          STATION RECOVERY (1985)
 NG0067
 NG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0005 ***********************************************************************
 OL0005  DESIGNATION -  F 26
 OL0005  PID         -  OL0005
 OL0005  STATE/COUNTY-  MI/OCEANA
 OL0005  COUNTRY     -  US
 OL0005  USGS QUAD   -  MEARS (2017)
 OL0005
 OL0005                         *CURRENT SURVEY CONTROL
 OL0005  ______________________________________________________________________
 OL0005* NAD 83(1986) POSITION- 43 44 08.     (N) 086 25 40.     (W)   SCALED
 OL0005* NAVD 88 ORTHO HEIGHT -   200.997 (meters)      659.44  (feet) ADJUSTED
 OL0005  ______________________________________________________________________
 OL0005  GEOID HEIGHT    -        -35.037 (meters)                     GEOID18
 OL0005  DYNAMIC HEIGHT  -        200.958 (meters)      659.31  (feet) COMP
 OL0005  MODELED GRAVITY -    980,423.0   (mgal)                       NAVD 88
 OL0005
 OL0005  VERT ORDER      -  FIRST     CLASS II
 OL0005
 OL0005.The horizontal coordinates were scaled from a map and have
 OL0005.an estimated accuracy of +/- 6 seconds.
 OL0005
 OL0005.The orthometric height was determined by differential leveling and
 OL0005.adjusted by the NATIONAL GEODETIC SURVEY
 OL0005.in June 1991.
 OL0005
 OL0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0005.GEOID18 height accuracy estimate available here.
 OL0005
 OL0005.Click photographs - Photos may exist for this station.
 OL0005
 OL0005.The dynamic height is computed by dividing the NAVD 88
 OL0005.geopotential number by the normal gravity value computed on the
 OL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0005.degrees latitude (g = 980.6199 gals.).
 OL0005
 OL0005.The modeled gravity was interpolated from observed gravity values.
 OL0005
 OL0005;                    North         East    Units  Estimated Accuracy
 OL0005;SPC MI S     -   250,370.    3,833,970.      MT  (+/- 180 meters Scaled)
 OL0005
 OL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP460426(NAD 83)
 OL0005
 OL0005                          SUPERSEDED SURVEY CONTROL
 OL0005
 OL0005  NGVD 29 (??/??/92)  201.097  (m)          659.77   (f) ADJ UNCH    1 2
 OL0005
 OL0005.Superseded values are not recommended for survey control.
 OL0005
 OL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0005.See file dsdata.pdf to determine how the superseded data were derived.
 OL0005
 OL0005_MARKER: DB = BENCH MARK DISK
 OL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0005_STAMPING: 659.766 F 26 1930
 OL0005_MARK LOGO: CGS
 OL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0005+STABILITY: SURFACE MOTION
 OL0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0005+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0005
 OL0005  HISTORY     - Date     Condition        Report By
 OL0005  HISTORY     - 1930     MONUMENTED       CGS
 OL0005  HISTORY     - 1934     GOOD             CGS
 OL0005  HISTORY     - 1979     GOOD             USGS
 OL0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0005  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0005  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0005  HISTORY     - 20050521 GOOD             USPSQD
 OL0005  HISTORY     - 20071006 GOOD             GEOCAC
 OL0005
 OL0005                          STATION DESCRIPTION
 OL0005
 OL0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0005'3 MI S FROM PENTWATER.
 OL0005'3.0 MILES SOUTH ALONG THE ABANDONED BRANCH OF THE CHESAPEAKE
 OL0005'AND OHIO RAILWAY FROM THE STATION AT PENTWATER, OCEANA COUNTY,
 OL0005'55 FEET NORTH OF THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD,
 OL0005'AND 17 FEET EAST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 OL0005'659.766 F 26 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0005'ABOUT 6 INCHES ABOVE GROUND.
 OL0005
 OL0005                          STATION RECOVERY (1979)
 OL0005
 OL0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0005'4.68 KM (2.9 MI) S. ALONG SILVER RIDGE RD. FROM CHARLES MEARS STATE
 OL0005'PARK AT PENTWATER, OCEANA CO. 1.85 KM (1.15 MI) E. ALONG A SAND RD.
 OL0005'IN PERE MARQUETTE STATE FOREST TO THE OLD CHESAPEAKE AND OHIO R.R.
 OL0005'GRADE, THEN 1.77 KM (1.1 MI) S. ALONG OLD R.R. GRADE. T-16-N, R-18-W,
 OL0005'304.88 M (1000 FT) N. OF S. LINE SEC. 35 AT CENTER OF SECTION. 14 M
 OL0005'(45 FT) N. ALONG RD (OLD RR GRADE) AND 4 M (13 FT) E. OF RD AT DRIVE
 OL0005'E.-- 2 M (7 FT) N. OF A 0.6 M (24 IN) TWIN TRUNK BEECH TREE. 0.3 M (1
 OL0005'FT) W. OF A METAL WITNESS SIGN. A STD DISK, STAMPED 659.766 F26 1930
 OL0005'SET IN TOP OF CONC. POST PROJECTING 0.2 M (1/2 FT.) ABOVE GROUND.
 OL0005
 OL0005                          STATION RECOVERY (1984)
 OL0005
 OL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0005'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 OL0005
 OL0005                          STATION RECOVERY (1994)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0005'MARK NOT FOUND.
 OL0005
 OL0005                          STATION RECOVERY (2001)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0005'MARK NOT FOUND.
 OL0005
 OL0005                          STATION RECOVERY (2005)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0005'RECOVERED IN GOOD CONDITION.
 OL0005
 OL0005                          STATION RECOVERY (2007)
 OL0005
 OL0005'RECOVERY NOTE BY GEOCACHING 2007 (PW)
 OL0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0159 ***********************************************************************
 PL0159  DESIGNATION -  F 28
 PL0159  PID         -  PL0159
 PL0159  STATE/COUNTY-  MI/CRAWFORD
 PL0159  COUNTRY     -  US
 PL0159  USGS QUAD   -  GRAYLING (2017)
 PL0159
 PL0159                         *CURRENT SURVEY CONTROL
 PL0159  ______________________________________________________________________
 PL0159* NAD 83(1986) POSITION- 44 39 47.     (N) 084 43 12.     (W)   SCALED
 PL0159* NAVD 88 ORTHO HEIGHT -   346.496 (meters)     1136.80  (feet) ADJUSTED
 PL0159  ______________________________________________________________________
 PL0159  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 PL0159  DYNAMIC HEIGHT  -        346.447 (meters)     1136.63  (feet) COMP
 PL0159  MODELED GRAVITY -    980,468.3   (mgal)                       NAVD 88
 PL0159
 PL0159  VERT ORDER      -  FIRST     CLASS II
 PL0159
 PL0159.The horizontal coordinates were scaled from a map and have
 PL0159.an estimated accuracy of +/- 6 seconds.
 PL0159
 PL0159.The orthometric height was determined by differential leveling and
 PL0159.adjusted by the NATIONAL GEODETIC SURVEY
 PL0159.in June 1991.
 PL0159
 PL0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0159.GEOID18 height accuracy estimate available here.
 PL0159
 PL0159.Click photographs - Photos may exist for this station.
 PL0159
 PL0159.The dynamic height is computed by dividing the NAVD 88
 PL0159.geopotential number by the normal gravity value computed on the
 PL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0159.degrees latitude (g = 980.6199 gals.).
 PL0159
 PL0159.The modeled gravity was interpolated from observed gravity values.
 PL0159
 PL0159;                    North         East    Units  Estimated Accuracy
 PL0159;SPC MI C     -   149,670.    5,971,980.      MT  (+/- 180 meters Scaled)
 PL0159
 PL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ807480(NAD 83)
 PL0159
 PL0159                          SUPERSEDED SURVEY CONTROL
 PL0159
 PL0159  NGVD 29 (??/??/92)  346.592  (m)         1137.11   (f) ADJ UNCH    1 2
 PL0159
 PL0159.Superseded values are not recommended for survey control.
 PL0159
 PL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0159.See file dsdata.pdf to determine how the superseded data were derived.
 PL0159
 PL0159_MARKER: DB = BENCH MARK DISK
 PL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0159_STAMPING: F 28 1930
 PL0159_MARK LOGO: CGS
 PL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0159+STABILITY: SURFACE MOTION
 PL0159
 PL0159  HISTORY     - Date     Condition        Report By
 PL0159  HISTORY     - 1930     MONUMENTED       CGS
 PL0159  HISTORY     - 1949     GOOD             CGS
 PL0159  HISTORY     - 1968     MARK NOT FOUND   LOCSUR
 PL0159  HISTORY     - 1976     MARK NOT FOUND   NGS
 PL0159  HISTORY     - 20180611 MARK NOT FOUND   MIDT
 PL0159
 PL0159                          STATION DESCRIPTION
 PL0159
 PL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0159'AT GRAYLING.
 PL0159'AT GRAYLING, CRAWFORD COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0159'2.5 FEET NORTHWEST OF THE NORTHWEST FENCE SURROUNDING THE STANDARD
 PL0159'OIL COMPANY BULK STATION, 116 FEET NORTHWEST OF THE CENTERLINE
 PL0159'OF STATE HIGHWAYS 72 AND 93, AND 92.7 FEET SOUTHWEST OF THE
 PL0159'SOUTHWEST RAIL OF THE MAIN TRACK.
 PL0159
 PL0159                          STATION RECOVERY (1968)
 PL0159
 PL0159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 PL0159'MARK NOT FOUND.
 PL0159
 PL0159                          STATION RECOVERY (1976)
 PL0159
 PL0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0159'MARK NOT FOUND.
 PL0159
 PL0159                          STATION RECOVERY (2018)
 PL0159
 PL0159'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (PLG)
 PL0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0392 ***********************************************************************
 OJ0392  DESIGNATION -  F 29
 OJ0392  PID         -  OJ0392
 OJ0392  STATE/COUNTY-  MI/BAY
 OJ0392  COUNTRY     -  US
 OJ0392  USGS QUAD   -  STANDISH (2017)
 OJ0392
 OJ0392                         *CURRENT SURVEY CONTROL
 OJ0392  ______________________________________________________________________
 OJ0392* NAD 83(1986) POSITION- 43 54 38.     (N) 083 57 41.     (W)   SCALED
 OJ0392* NAVD 88 ORTHO HEIGHT -   188.387 (meters)      618.07  (feet) ADJUSTED
 OJ0392  ______________________________________________________________________
 OJ0392  GEOID HEIGHT    -        -34.936 (meters)                     GEOID18
 OJ0392  DYNAMIC HEIGHT  -        188.354 (meters)      617.96  (feet) COMP
 OJ0392  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 OJ0392  OBS GRAVITY     -    980,441.3   (mgal)                       GRAV_OBS
 OJ0392
 OJ0392  VERT ORDER      -  FIRST     CLASS II
 OJ0392
 OJ0392.The horizontal coordinates were scaled from a map and have
 OJ0392.an estimated accuracy of +/- 6 seconds.
 OJ0392
 OJ0392.The orthometric height was determined by differential leveling and
 OJ0392.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0392.in June 1991.
 OJ0392
 OJ0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0392.GEOID18 height accuracy estimate available here.
 OJ0392
 OJ0392.Click photographs - Photos may exist for this station.
 OJ0392
 OJ0392.The dynamic height is computed by dividing the NAVD 88
 OJ0392.geopotential number by the normal gravity value computed on the
 OJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0392.degrees latitude (g = 980.6199 gals.).
 OJ0392
 OJ0392.The modeled gravity was interpolated from observed gravity values.
 OJ0392
 OJ0392.The observed gravity was obtained from relative gravimeter ties
 OJ0392.to the IGSN71 gravity network.
 OJ0392
 OJ0392;                    North         East    Units  Estimated Accuracy
 OJ0392;SPC MI S     -   267,860.    4,032,560.      MT  (+/- 180 meters Scaled)
 OJ0392
 OJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ622662(NAD 83)
 OJ0392
 OJ0392                          SUPERSEDED SURVEY CONTROL
 OJ0392
 OJ0392  NGVD 29 (??/??/92)  188.571  (m)          618.67   (f) ADJ UNCH    1 2
 OJ0392
 OJ0392.Superseded values are not recommended for survey control.
 OJ0392
 OJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0392.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0392
 OJ0392_MARKER: DB = BENCH MARK DISK
 OJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0392_STAMPING: 618.670 F 29 1930
 OJ0392_MARK LOGO: CGS
 OJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0392+STABILITY: SURFACE MOTION
 OJ0392
 OJ0392  HISTORY     - Date     Condition        Report By
 OJ0392  HISTORY     - 1930     MONUMENTED       CGS
 OJ0392  HISTORY     - 1934     GOOD             CGS
 OJ0392  HISTORY     - 19970719 POOR             USPSQD
 OJ0392
 OJ0392                          STATION DESCRIPTION
 OJ0392
 OJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0392'3.8 MI N FROM PINCONNING.
 OJ0392'3.8 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OJ0392'PINCONNING, BAY COUNTY, AT THE ARENAC-BAY COUNTY LINE, 43 FEET
 OJ0392'SOUTH OF THE CENTERLINE OF THE COUNTY LINE ROAD BETWEEN ARENAC
 OJ0392'AND BAY COUNTIES, 32 FEET EAST OF THE EAST RAIL, AND AT A FENCE
 OJ0392'CORNER.  A STANDARD DISK, STAMPED 618.670 F 29 1930 AND SET IN
 OJ0392'THE TOP OF A CONCRETE POST.
 OJ0392
 OJ0392                          STATION RECOVERY (1997)
 OJ0392
 OJ0392'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0392'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0628 ***********************************************************************
 RJ0628  DESIGNATION -  F 293
 RJ0628  PID         -  RJ0628
 RJ0628  STATE/COUNTY-  MI/CHIPPEWA
 RJ0628  COUNTRY     -  US
 RJ0628  USGS QUAD   -  BARBEAU (2017)
 RJ0628
 RJ0628                         *CURRENT SURVEY CONTROL
 RJ0628  ______________________________________________________________________
 RJ0628* NAD 83(1986) POSITION- 46 18 54.     (N) 084 16 47.     (W)   SCALED
 RJ0628* NAVD 88 ORTHO HEIGHT -   195.762 (meters)      642.26  (feet) ADJUSTED
 RJ0628  ______________________________________________________________________
 RJ0628  GEOID HEIGHT    -        -36.480 (meters)                     GEOID18
 RJ0628  DYNAMIC HEIGHT  -        195.772 (meters)      642.30  (feet) COMP
 RJ0628  MODELED GRAVITY -    980,664.1   (mgal)                       NAVD 88
 RJ0628
 RJ0628  VERT ORDER      -  FIRST     CLASS 0
 RJ0628
 RJ0628.The horizontal coordinates were scaled from a map and have
 RJ0628.an estimated accuracy of +/- 6 seconds.
 RJ0628
 RJ0628.The orthometric height was determined by differential leveling and
 RJ0628.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0628.in June 1991.
 RJ0628
 RJ0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0628.GEOID18 height accuracy estimate available here.
 RJ0628
 RJ0628.Click photographs - Photos may exist for this station.
 RJ0628
 RJ0628.The dynamic height is computed by dividing the NAVD 88
 RJ0628.geopotential number by the normal gravity value computed on the
 RJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0628.degrees latitude (g = 980.6199 gals.).
 RJ0628
 RJ0628.The modeled gravity was interpolated from observed gravity values.
 RJ0628
 RJ0628;                    North         East    Units  Estimated Accuracy
 RJ0628;SPC MI N     -   173,830.    8,209,460.      MT  (+/- 180 meters Scaled)
 RJ0628
 RJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094326(NAD 83)
 RJ0628
 RJ0628                          SUPERSEDED SURVEY CONTROL
 RJ0628
 RJ0628.No superseded survey control is available for this station.
 RJ0628
 RJ0628_MARKER: I = METAL ROD
 RJ0628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0628_STAMPING: F 293 1983
 RJ0628_MARK LOGO: NGS
 RJ0628_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0628+STABILITY: POSITION/ELEVATION WELL
 RJ0628_ROD/PIPE-DEPTH: 21.8 meters
 RJ0628_SLEEVE-DEPTH  : 6.09 meters
 RJ0628
 RJ0628  HISTORY     - Date     Condition        Report By
 RJ0628  HISTORY     - 1983     MONUMENTED       NGS
 RJ0628
 RJ0628                          STATION DESCRIPTION
 RJ0628
 RJ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0628'3.0 KM (1.9 MI) NORTH FROM BARBEAU.
 RJ0628'2.95 KM (1.85 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0628'BARBEAU, THENCE 0.1 KM (0.05 MI) EAST ALONG A PRIVATE DRIVEWAY LEADING
 RJ0628'TO THE EPHRIAM R. NEWCOMB HOME, SET IN THE LAWN AT THE SOUTHWEST
 RJ0628'CORNER OF THE HOUSE, 14.94 METERS (49.0 FT) NORTH OF THE CENTER OF THE
 RJ0628'DRIVEWAY, 19.94 METERS (65.4 FT) NORTH-NORTHWEST OF A FENCE CORNER,
 RJ0628'8.38 METERS (27.5 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 RJ0628'HOUSE, 2.32 METERS (7.6 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 RJ0628'THE HOUSE, AND 2.43 METERS (8.0 FT) NORTHEAST OF A LARGE APPLE TREE.
 RJ0628'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0395 ***********************************************************************
 QK0395  DESIGNATION -  F 294
 QK0395  PID         -  QK0395
 QK0395  STATE/COUNTY-  MI/CHIPPEWA
 QK0395  COUNTRY     -  US
 QK0395  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0395
 QK0395                         *CURRENT SURVEY CONTROL
 QK0395  ______________________________________________________________________
 QK0395* NAD 83(2011) POSITION- 45 59 17.72231(N) 084 00 03.65639(W)   ADJUSTED
 QK0395* NAD 83(2011) ELLIP HT-   159.365 (meters)        (06/27/12)   ADJUSTED
 QK0395* NAD 83(2011) EPOCH   -  2010.00
 QK0395* NAVD 88 ORTHO HEIGHT -   195.999 (meters)      643.04  (feet) ADJUSTED
 QK0395  ______________________________________________________________________
 QK0395  GEOID HEIGHT    -        -36.650 (meters)                     GEOID18
 QK0395  NAD 83(2011) X  -    463,962.231 (meters)                     COMP
 QK0395  NAD 83(2011) Y  - -4,415,058.615 (meters)                     COMP
 QK0395  NAD 83(2011) Z  -  4,564,455.296 (meters)                     COMP
 QK0395  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 QK0395  DYNAMIC HEIGHT  -        196.002 (meters)      643.05  (feet) COMP
 QK0395  MODELED GRAVITY -    980,627.8   (mgal)                       NAVD 88
 QK0395
 QK0395  VERT ORDER      -  FIRST     CLASS 0
 QK0395
 QK0395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0395  Standards:
 QK0395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0395  -------------------------------------------------------------------
 QK0395  NETWORK    0.90   1.06           0.40   0.33   0.54     -0.03566963
 QK0395  -------------------------------------------------------------------
 QK0395  Click here for local accuracies and other accuracy information.
 QK0395
 QK0395.The horizontal coordinates were established by GPS observations
 QK0395.and adjusted by the National Geodetic Survey in June 2012.
 QK0395
 QK0395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0395.been affixed to the stable North American tectonic plate. See 
 QK0395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0395
 QK0395.The horizontal coordinates are valid at the epoch date displayed above
 QK0395.which is a decimal equivalence of Year/Month/Day.
 QK0395
 QK0395.The orthometric height was determined by differential leveling and
 QK0395.adjusted by the NATIONAL GEODETIC SURVEY
 QK0395.in June 1991.
 QK0395
 QK0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0395.GEOID18 height accuracy estimate available here.
 QK0395
 QK0395.Click photographs - Photos may exist for this station.
 QK0395
 QK0395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0395
 QK0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0395
 QK0395.The ellipsoidal height was determined by GPS observations
 QK0395.and is referenced to NAD 83.
 QK0395
 QK0395.The dynamic height is computed by dividing the NAVD 88
 QK0395.geopotential number by the normal gravity value computed on the
 QK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0395.degrees latitude (g = 980.6199 gals.).
 QK0395
 QK0395.The modeled gravity was interpolated from observed gravity values.
 QK0395
 QK0395. The following values were computed from the NAD 83(2011) position.
 QK0395
 QK0395;                    North         East     Units Scale Factor Converg.
 QK0395;SPC MI N     -   138,314.553 8,232,285.473   MT  0.99991621   +2 10 03.5
 QK0395;SPC MI N     -   453,787.90 27,008,810.61   iFT  0.99991621   +2 10 03.5
 QK0395;UTM  16      - 5,097,116.360   732,263.884   MT  1.00026324   +2 09 28.2
 QK0395;UTM  17      - 5,097,122.290   267,578.800   MT  1.00026414   -2 09 33.4
 QK0395
 QK0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0395!SPC MI N     -   0.99997502  x   0.99991621  =   0.99989123
 QK0395!UTM  16      -   0.99997502  x   1.00026324  =   1.00023825
 QK0395!UTM  17      -   0.99997502  x   1.00026414  =   1.00023915
 QK0395
 QK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3226397116(NAD 83)
 QK0395
 QK0395                          SUPERSEDED SURVEY CONTROL
 QK0395
 QK0395  NAD 83(2007)-  45 59 17.72252(N)    084 00 03.65731(W) AD(2002.00) B
 QK0395  ELLIP H (05/16/11)  159.369  (m)                       GP(2002.00) 4 1
 QK0395  NAVD 88             196.00   (m)          643.0    (f) LEVELING    3  
 QK0395
 QK0395.Superseded values are not recommended for survey control.
 QK0395
 QK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0395.See file dsdata.pdf to determine how the superseded data were derived.
 QK0395
 QK0395_MARKER: I = METAL ROD
 QK0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0395_STAMPING: F 294 1983
 QK0395_MARK LOGO: NGS
 QK0395_PROJECTION: FLUSH
 QK0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0395+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 QK0395_ROD/PIPE-DEPTH: 5.66 meters
 QK0395
 QK0395  HISTORY     - Date     Condition        Report By
 QK0395  HISTORY     - 1983     MONUMENTED       NGS
 QK0395  HISTORY     - 19940728 GOOD             USPSQD
 QK0395  HISTORY     - 20010331 GOOD             NGS
 QK0395  HISTORY     - 20100512 GOOD             MIDT
 QK0395
 QK0395                          STATION DESCRIPTION
 QK0395
 QK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0395'8.2 KM (5.1 MI) WEST FROM DE TOUR VILLAGE.
 QK0395'8.2 KM (5.1 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QK0395'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QK0395'AT THE ENTRANCE LEADING NORTHEAST TO PITKOS RESORT, 23.98 METERS
 QK0395'(78.7 FT) NORTHEAST OF THE CENTER OF SOUTH CARIBOU DRIVE, 14.26 METERS
 QK0395'(46.8 FT) NORTH OF THE NORTHEAST ONE OF TWO POLES SUPPORTING SIGN FOR
 QK0395'PITKOS RESORT, 4.57 METERS (15.0 FT) NORTHWEST OF THE CENTER OF THE
 QK0395'GRAVEL DRIVEWAY AND ENTRANCE TO PITKOS RESORT, AND 0.67 METERS
 QK0395'(2.2 FT) NORTHEAST OF A POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL
 QK0395'AND ANCHORED AT THIS DEPTH.
 QK0395'THE MARK IS 0.82 METERS  NE FROM A WITNESS POST.
 QK0395'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 QK0395
 QK0395                          STATION RECOVERY (1994)
 QK0395
 QK0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0395'RECOVERED IN GOOD CONDITION.
 QK0395
 QK0395                          STATION RECOVERY (2001)
 QK0395
 QK0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0395
 QK0395                          STATION RECOVERY (2010)
 QK0395
 QK0395'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 QK0395'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0593 ***********************************************************************
 RJ0593  DESIGNATION -  F 295
 RJ0593  PID         -  RJ0593
 RJ0593  STATE/COUNTY-  MI/CHIPPEWA
 RJ0593  COUNTRY     -  US
 RJ0593  USGS QUAD   -  BRIMLEY (2017)
 RJ0593
 RJ0593                         *CURRENT SURVEY CONTROL
 RJ0593  ______________________________________________________________________
 RJ0593* NAD 83(1986) POSITION- 46 24 40.     (N) 084 34 19.     (W)   SCALED
 RJ0593* NAVD 88 ORTHO HEIGHT -   188.264 (meters)      617.66  (feet) ADJUSTED
 RJ0593  ______________________________________________________________________
 RJ0593  GEOID HEIGHT    -        -36.410 (meters)                     GEOID18
 RJ0593  DYNAMIC HEIGHT  -        188.272 (meters)      617.69  (feet) COMP
 RJ0593  MODELED GRAVITY -    980,654.6   (mgal)                       NAVD 88
 RJ0593
 RJ0593  VERT ORDER      -  FIRST     CLASS 0
 RJ0593
 RJ0593.The horizontal coordinates were scaled from a map and have
 RJ0593.an estimated accuracy of +/- 6 seconds.
 RJ0593
 RJ0593.The orthometric height was determined by differential leveling and
 RJ0593.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0593.in June 1991.
 RJ0593
 RJ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0593.GEOID18 height accuracy estimate available here.
 RJ0593
 RJ0593.Click photographs - Photos may exist for this station.
 RJ0593
 RJ0593.The dynamic height is computed by dividing the NAVD 88
 RJ0593.geopotential number by the normal gravity value computed on the
 RJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0593.degrees latitude (g = 980.6199 gals.).
 RJ0593
 RJ0593.The modeled gravity was interpolated from observed gravity values.
 RJ0593
 RJ0593;                    North         East    Units  Estimated Accuracy
 RJ0593;SPC MI N     -   183,780.    8,186,640.      MT  (+/- 180 meters Scaled)
 RJ0593
 RJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS866425(NAD 83)
 RJ0593
 RJ0593                          SUPERSEDED SURVEY CONTROL
 RJ0593
 RJ0593.No superseded survey control is available for this station.
 RJ0593
 RJ0593_MARKER: F = FLANGE-ENCASED ROD
 RJ0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0593_STAMPING: F 295 1983
 RJ0593_MARK LOGO: NGS
 RJ0593_PROJECTION: FLUSH
 RJ0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0593+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 RJ0593_ROD/PIPE-DEPTH: 23.2 meters
 RJ0593
 RJ0593  HISTORY     - Date     Condition        Report By
 RJ0593  HISTORY     - 1983     MONUMENTED       NGS
 RJ0593  HISTORY     - 20020910 POOR             MIDT
 RJ0593  HISTORY     - 20021001 POOR             MIDT
 RJ0593  HISTORY     - 20070518 POOR             JCLS
 RJ0593  HISTORY     - 20230531 POOR             WILWRK
 RJ0593
 RJ0593                          STATION DESCRIPTION
 RJ0593
 RJ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0593'IN BRIMLEY.
 RJ0593'IN BRIMLEY, AT THE JUNCTION OF STATE ROUTE M 221 AND ASPHALT ROAD
 RJ0593'LEADING EAST AND WEST, ABOUT 0.8 KM (0.5 MI) NORTH OF POST OFFICE, AT
 RJ0593'THE NORTHEAST CORNER AND ON PROPERTY OF MR. RAYMOND S. BRICAULT,
 RJ0593'ACROSS HIGHWAY AND EAST OF SWAN MARKET INCORPORATED AND GAS STATION,
 RJ0593'28.8 METERS (94.4 FT) NORTH OF NORTHWEST CORNER OF A FRAME HOUSE
 RJ0593'GARAGE, 32.0 METERS (105.0 FT) EAST OF CENTERLINE OF STATE ROUTE M
 RJ0593'221, 26.0 METERS (85.3 FT) EAST OF SOUTH END OF STREET CURB,
 RJ0593'0.73 METERS (2.4 FT) WEST OF POWERLINE POLE F 240 (GUYED), 22.2 METERS
 RJ0593'(72.7 FT) EAST-SOUTHEAST OF SOUTH END OF A METAL GUARD RAIL,
 RJ0593'5.8 METERS (19.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE GUY ANCHOR,
 RJ0593'AND 30.0 METERS (98.5 FT) SOUTHEAST OF SOUTH END OF SOUTHWEST BRIDGE
 RJ0593'WINGWALL OF BRIDGE OVER WAISKA CREEK.
 RJ0593'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 RJ0593'THE MARK IS 0.30 M BELOW ROAD.
 RJ0593
 RJ0593                          STATION RECOVERY (2002)
 RJ0593
 RJ0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0593'POINT IS VERY UNSTABLE
 RJ0593
 RJ0593                          STATION RECOVERY (2002)
 RJ0593
 RJ0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0593'UPDATE TO PREVIOUS REPORT OF 09/10/2002. ELEVATION OF MARK CHECKS
 RJ0593'WITHIN 3RD ORDER STANDARDS BETWEEN BENCH MARKS K 295 (PID-RJ0592) AND
 RJ0593'MIDWAY (PID-RJ0258).  FOR MARK F 295, ROD NOT STABLE HORIZONTALLY,
 RJ0593'ALUMINUM ACCESS COVER HAS BEEN REMOVED, CONCRETE AROUND PVC PIPE IS
 RJ0593'BROKEN, FIBERGLASS WIT. POST BROKE OFF-SET NEW POST 1.0 METER TO NE.
 RJ0593
 RJ0593                          STATION RECOVERY (2007)
 RJ0593
 RJ0593'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 RJ0593'MARK RECOVERED IN POOR CONDITION.
 RJ0593
 RJ0593                          STATION RECOVERY (2023)
 RJ0593
 RJ0593'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0593'RECOVERED AS DESCRIBED.  MARK IS NOW STABLE BUT IT LEANS CONSIDERABLY
 RJ0593'FROM VERTICAL.  MARK IS UNDER TREE COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0626 ***********************************************************************
 RJ0626  DESIGNATION -  F 296
 RJ0626  PID         -  RJ0626
 RJ0626  STATE/COUNTY-  MI/CHIPPEWA
 RJ0626  COUNTRY     -  US
 RJ0626  USGS QUAD   -  BARBEAU (2017)
 RJ0626
 RJ0626                         *CURRENT SURVEY CONTROL
 RJ0626  ______________________________________________________________________
 RJ0626* NAD 83(1986) POSITION- 46 21 20.     (N) 084 16 50.     (W)   SCALED
 RJ0626* NAVD 88 ORTHO HEIGHT -   186.844 (meters)      613.00  (feet) ADJUSTED
 RJ0626  ______________________________________________________________________
 RJ0626  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 RJ0626  DYNAMIC HEIGHT  -        186.854 (meters)      613.04  (feet) COMP
 RJ0626  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RJ0626
 RJ0626  VERT ORDER      -  FIRST     CLASS 0
 RJ0626
 RJ0626.The horizontal coordinates were scaled from a map and have
 RJ0626.an estimated accuracy of +/- 6 seconds.
 RJ0626
 RJ0626.The orthometric height was determined by differential leveling and
 RJ0626.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0626.in June 1991.
 RJ0626
 RJ0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0626.GEOID18 height accuracy estimate available here.
 RJ0626
 RJ0626.Click photographs - Photos may exist for this station.
 RJ0626
 RJ0626.The dynamic height is computed by dividing the NAVD 88
 RJ0626.geopotential number by the normal gravity value computed on the
 RJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0626.degrees latitude (g = 980.6199 gals.).
 RJ0626
 RJ0626.The modeled gravity was interpolated from observed gravity values.
 RJ0626
 RJ0626;                    North         East    Units  Estimated Accuracy
 RJ0626;SPC MI N     -   178,330.    8,209,240.      MT  (+/- 180 meters Scaled)
 RJ0626
 RJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092371(NAD 83)
 RJ0626
 RJ0626                          SUPERSEDED SURVEY CONTROL
 RJ0626
 RJ0626.No superseded survey control is available for this station.
 RJ0626
 RJ0626_MARKER: DV = VERTICAL CONTROL DISK
 RJ0626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0626_SP_SET: BRIDGE ABUTMENT
 RJ0626_STAMPING: F 296 1983
 RJ0626_MARK LOGO: NGS
 RJ0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0626
 RJ0626  HISTORY     - Date     Condition        Report By
 RJ0626  HISTORY     - 1983     MONUMENTED       NGS
 RJ0626  HISTORY     - 20011029 GOOD             USPSQD
 RJ0626  HISTORY     - 20040824 GOOD             USPSQD
 RJ0626
 RJ0626                          STATION DESCRIPTION
 RJ0626
 RJ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0626'20.3 KM (12.65 MI) SE FROM SAULT STE MARIE.
 RJ0626'17.1 KM (10.65 MI) EAST AND SOUTHEAST ALONG PORTAGE AVENUE AND
 RJ0626'RIVERSIDE DRIVE FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE.
 RJ0626'MARIE, THENCE 0.8 KM (0.5 MI) WEST ALONG NINE MILE ROAD TO THE
 RJ0626'JUNCTION OF RIVERSIDE ROAD, THENCE 2.4 KM (1.5 MI) SOUTH ON RIVERSIDE
 RJ0626'ROAD TO THE MARK ON THE WEST SIDE OF THE ROAD, A DISK SET IN THE
 RJ0626'SOUTHWEST ABUTMENT OF BRIDGE, (NOTE, PORTAGE AVENUE TURNS INTO
 RJ0626'RIVERSIDE DRIVE THEN INTO NICOLET ROAD, BUT IS THE SAME ROAD), 4.3
 RJ0626'METERS (14.0 FT) WEST OF CENTERLINE OF RIVERSIDE ROAD.
 RJ0626'THE MARK IS 0.15 M ABOVE RIVERSIDE ROAD.
 RJ0626
 RJ0626                          STATION RECOVERY (2001)
 RJ0626
 RJ0626'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0626'RECOVERED IN GOOD CONDITION.
 RJ0626
 RJ0626                          STATION RECOVERY (2004)
 RJ0626
 RJ0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0669 ***********************************************************************
 RJ0669  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0669  DESIGNATION -  F 297
 RJ0669  PID         -  RJ0669
 RJ0669  STATE/COUNTY-  MI/CHIPPEWA
 RJ0669  COUNTRY     -  US
 RJ0669  USGS QUAD   -  OAK RIDGE (2017)
 RJ0669
 RJ0669                         *CURRENT SURVEY CONTROL
 RJ0669  ______________________________________________________________________
 RJ0669* NAD 83(1986) POSITION- 46 17 03.97   (N) 084 12 47.00   (W)   HD_HELD1
 RJ0669* NAVD 88 ORTHO HEIGHT -   177.605 (meters)      582.69  (feet) ADJUSTED
 RJ0669  ______________________________________________________________________
 RJ0669  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 RJ0669  DYNAMIC HEIGHT  -        177.614 (meters)      582.72  (feet) COMP
 RJ0669  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0669
 RJ0669  VERT ORDER      -  FIRST     CLASS 0
 RJ0669
 RJ0669.The horizontal coordinates were determined by differentially corrected
 RJ0669.hand held GPS observations or other comparable positioning techniques
 RJ0669.and have an estimated accuracy of +/- 3 meters.
 RJ0669
 RJ0669.The orthometric height was determined by differential leveling and
 RJ0669.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0669.in June 1991.
 RJ0669
 RJ0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0669.GEOID18 height accuracy estimate available here.
 RJ0669
 RJ0669.This Water Level Mark is designated as VM 18373
 RJ0669.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0669
 RJ0669.This Water Level Mark is designated as VM 18420
 RJ0669.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0669
 RJ0669.Click photographs - Photos may exist for this station.
 RJ0669
 RJ0669.The dynamic height is computed by dividing the NAVD 88
 RJ0669.geopotential number by the normal gravity value computed on the
 RJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0669.degrees latitude (g = 980.6199 gals.).
 RJ0669
 RJ0669.The modeled gravity was interpolated from observed gravity values.
 RJ0669
 RJ0669;                    North         East    Units  Estimated Accuracy
 RJ0669;SPC MI N     -   170,613.4   8,214,711.9     MT  (+/- 3 meters HH1 GPS) 
 RJ0669
 RJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1468729426(NAD 83)
 RJ0669
 RJ0669                          SUPERSEDED SURVEY CONTROL
 RJ0669
 RJ0669.No superseded survey control is available for this station.
 RJ0669
 RJ0669_MARKER: F = FLANGE-ENCASED ROD
 RJ0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0669_STAMPING: F 297 1983
 RJ0669_MARK LOGO: NGS
 RJ0669_PROJECTION: FLUSH
 RJ0669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0669+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 RJ0669_ROD/PIPE-DEPTH: 7.0 meters
 RJ0669
 RJ0669  HISTORY     - Date     Condition        Report By
 RJ0669  HISTORY     - 1983     MONUMENTED       NGS
 RJ0669  HISTORY     - 20050730 GOOD             NGS
 RJ0669  HISTORY     - 20180929 GOOD             CO-OPS
 RJ0669  HISTORY     - 20250528 GOOD             MIDT
 RJ0669
 RJ0669                          STATION DESCRIPTION
 RJ0669
 RJ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0669'6.0 KM (3.7 MI) SE FROM BARBEAU.
 RJ0669'4.5 KM (2.8 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN
 RJ0669'BARBEAU, THENCE 1.1 KM (0.7 MI) SOUTH-SOUTHEAST ALONG AN ASPHALT ROAD
 RJ0669'(SCENIC ROAD), THENCE 0.24 KM (0.15 MI) EAST-NORTHEAST ALONG AN
 RJ0669'ASPHALT ROAD, AT THE NEEBISH ISLAND FERRY LANDING, 7.3 METERS
 RJ0669'(24.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ASPHALT AND
 RJ0669'GRADED ROAD, 30.5 METERS (100.0 FT) NORTHWEST OF AN OLD ABANDONED
 RJ0669'TEXACO STATION SIGN, 41.2 METERS (135.0 FT) SOUTH-SOUTHWEST OF THE
 RJ0669'SOUTHWEST CORNER OF THE CONCRETE APRON OF THE APPROACH TO THE FERRY
 RJ0669'DOCK, 1.2 METERS (4.0 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH TWO
 RJ0669'GUY WIRES AND A TRANSFORMER, 1.6 METERS (5.3 FT) WEST-SOUTHWEST OF A
 RJ0669'GUY ANCHOR, AND 10.5 METERS (34.4 FT) NORTH-NORTHEAST OF A 4 BY 4 BY 3
 RJ0669'FOOT BOULDER ALONG SIDE OF THE ROAD.
 RJ0669'THE MARK IS 1.2 METERS  NNE FROM A WITNESS POST.
 RJ0669'THE MARK IS ABOVE LEVEL WITH ASPHALT ROAD.
 RJ0669
 RJ0669                          STATION RECOVERY (2005)
 RJ0669
 RJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0669'RECOVERED IN GOOD CONDITION.
 RJ0669
 RJ0669                          STATION RECOVERY (2018)
 RJ0669
 RJ0669'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (BD)
 RJ0669'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF BARBEAU, 3.0 MI (4.8
 RJ0669'KM) NORTH-NORTHWEST OF MUNUSCONG AND IN THE TOWN OF OAK RIDGE, MI.
 RJ0669'
 RJ0669'4.7 KM (2.9 MI) EAST ALONG FIFTEEN MILE ROAD FROM THE POST OFFICE IN
 RJ0669'BARBEAU, THENCE 1.09 KM (0.68 MI) SOUTH ALONG SCENIC ROAD (RIVER
 RJ0669'ROAD), THENCE 0.25 KM (0.16 MI) NORTHEAST ALONG E NEBBISH FERRY ROAD
 RJ0669'TO THE LAST 2.5 STORY HOUSE ON THE RIGHT WITH HALF MOON DRIVEWAY, JUST
 RJ0669'BEFORE THE NEEBISH ISLAND FERRY LANDING.
 RJ0669'
 RJ0669'IT IS 7.3 M (24.0 FT) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF E
 RJ0669'NEBBISH FERRY ROAD, 41.2 M (135.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 RJ0669'CORNER OF THE CONCRETE APRON OF THE APPROACH TO THE FERRY DOCK, 1.6 M
 RJ0669'(5.2 FT) WEST-SOUTHWEST OF A GUY ANCHOR AND 1.2 M (3.9 FT)
 RJ0669'NORTH-NORTHEAST FROM A WITNESS POST.
 RJ0669'
 RJ0669'NOTE: THE POST OFFICE IN BARBEAU IS AT THE JUNCTION OF S. RIVERSIDE
 RJ0669'DR. AND FIFTEEN MILE ROAD.
 RJ0669
 RJ0669                          STATION RECOVERY (2025)
 RJ0669
 RJ0669'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RJ0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0691 ***********************************************************************
 RJ0691  DESIGNATION -  F 297 X
 RJ0691  PID         -  RJ0691
 RJ0691  STATE/COUNTY-  MI/CHIPPEWA
 RJ0691  COUNTRY     -  US
 RJ0691  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0691
 RJ0691                         *CURRENT SURVEY CONTROL
 RJ0691  ______________________________________________________________________
 RJ0691* NAD 83(2011) POSITION- 46 29 04.97569(N) 084 13 00.65213(W)   ADJUSTED
 RJ0691* NAD 83(2011) ELLIP HT-   197.973 (meters)        (06/27/12)   ADJUSTED
 RJ0691* NAD 83(2011) EPOCH   -  2010.00
 RJ0691* NAVD 88 ORTHO HEIGHT -   234.677 (meters)      769.94  (feet) ADJUSTED
 RJ0691  ______________________________________________________________________
 RJ0691  GEOID HEIGHT    -        -36.716 (meters)                     GEOID18
 RJ0691  NAD 83(2011) X  -    443,314.264 (meters)                     COMP
 RJ0691  NAD 83(2011) Y  - -4,377,149.227 (meters)                     COMP
 RJ0691  NAD 83(2011) Z  -  4,602,654.259 (meters)                     COMP
 RJ0691  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 RJ0691  DYNAMIC HEIGHT  -        234.690 (meters)      769.98  (feet) COMP
 RJ0691  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 RJ0691
 RJ0691  VERT ORDER      -  FIRST     CLASS 0
 RJ0691
 RJ0691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0691  Standards:
 RJ0691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0691  -------------------------------------------------------------------
 RJ0691  NETWORK    1.29   1.49           0.60   0.42   0.76      0.07507051
 RJ0691  -------------------------------------------------------------------
 RJ0691  Click here for local accuracies and other accuracy information.
 RJ0691
 RJ0691.The horizontal coordinates were established by GPS observations
 RJ0691.and adjusted by the National Geodetic Survey in June 2012.
 RJ0691
 RJ0691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0691.been affixed to the stable North American tectonic plate. See 
 RJ0691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0691
 RJ0691.The horizontal coordinates are valid at the epoch date displayed above
 RJ0691.which is a decimal equivalence of Year/Month/Day.
 RJ0691
 RJ0691.The orthometric height was determined by differential leveling and
 RJ0691.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0691.in June 1991.
 RJ0691
 RJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0691.GEOID18 height accuracy estimate available here.
 RJ0691
 RJ0691.Click photographs - Photos may exist for this station.
 RJ0691
 RJ0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0691
 RJ0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0691
 RJ0691.The ellipsoidal height was determined by GPS observations
 RJ0691.and is referenced to NAD 83.
 RJ0691
 RJ0691.The dynamic height is computed by dividing the NAVD 88
 RJ0691.geopotential number by the normal gravity value computed on the
 RJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0691.degrees latitude (g = 980.6199 gals.).
 RJ0691
 RJ0691.The modeled gravity was interpolated from observed gravity values.
 RJ0691
 RJ0691. The following values were computed from the NAD 83(2011) position.
 RJ0691
 RJ0691;                    North         East     Units Scale Factor Converg.
 RJ0691;SPC MI N     -   192,850.069 8,213,638.467   MT  0.99990888   +2 00 41.9
 RJ0691;SPC MI N     -   632,710.20 26,947,632.77   iFT  0.99990888   +2 00 41.9
 RJ0691;UTM  16      - 5,151,668.826   713,612.101   MT  1.00016092   +2 01 08.7
 RJ0691
 RJ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0691!SPC MI N     -   0.99996897  x   0.99990888  =   0.99987785
 RJ0691!UTM  16      -   0.99996897  x   1.00016092  =   1.00012988
 RJ0691
 RJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1361251668(NAD 83)
 RJ0691
 RJ0691                          SUPERSEDED SURVEY CONTROL
 RJ0691
 RJ0691  NAD 83(2007)-  46 29 04.97590(N)    084 13 00.65310(W) AD(2002.00) B
 RJ0691  ELLIP H (05/16/11)  197.976  (m)                       GP(2002.00) 4 1
 RJ0691  NAVD 88             234.68   (m)          769.9    (f) LEVELING    3  
 RJ0691
 RJ0691.Superseded values are not recommended for survey control.
 RJ0691
 RJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0691.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0691
 RJ0691_MARKER: F = FLANGE-ENCASED ROD
 RJ0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0691_STAMPING: F 297 X 1983
 RJ0691_MARK LOGO: NGS
 RJ0691_PROJECTION: RECESSED 5 CENTIMETERS
 RJ0691_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0691+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 RJ0691_ROD/PIPE-DEPTH: 4.6 meters
 RJ0691
 RJ0691  HISTORY     - Date     Condition        Report By
 RJ0691  HISTORY     - 1983     MONUMENTED       NGS
 RJ0691  HISTORY     - 20090811 GOOD             MIDT
 RJ0691  HISTORY     - 20190910 SEE DESCRIPTION  INDIV
 RJ0691  HISTORY     - 20230810 GOOD             WILWRK
 RJ0691
 RJ0691                          STATION DESCRIPTION
 RJ0691
 RJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0691'6.25 KM (3.9 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0691'6.25 KM (3.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0691'FERRY LANDING ON SUGAR ISLAND TO THE JUNCTION OF BRASSER ROAD AND THE
 RJ0691'MARK ON THE LEFT, 13.8 METERS (45.2 FT) NORTH OF THE CENTERLINE OF THE
 RJ0691'ROAD, 17.2 METERS (56.5 FT) EAST OF THE CENTER OF BRASSER ROAD,
 RJ0691'4.1 METERS (13.6 FT) NORTH OF POWERLINE POLE NUMBER SUI-27-29, AND
 RJ0691'1.0 METER (3.4 FT) WEST OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO
 RJ0691'REFUSAL, ALSO THE DATUM POINT IS STAMPED F 297.
 RJ0691'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 RJ0691'THE MARK IS 0.7 M BELOW ROAD.
 RJ0691
 RJ0691                          STATION RECOVERY (2009)
 RJ0691
 RJ0691'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RJ0691'RECOVERED AS DESCRIBED.
 RJ0691
 RJ0691                          STATION RECOVERY (2019)
 RJ0691
 RJ0691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (GC)
 RJ0691'FOUND THE MARK INSIDE A LOGO ACCESS COVER 1.7 FT (0.5 M) EAST OF A
 RJ0691'CARSONITE MARKER FACING SOUTH, PLACED ADDITIONAL CARSONITE MARKER
 RJ0691'FACING THE MARK, EAST, 1.95 FEET.  TOP OF STAINLESS STEEL ROD IS 0.60
 RJ0691'FT (18 CM) BELOW GROUND AND TOP OF LOGO CAP IS 0.30 FT (9 CM) BELOW
 RJ0691'GROUND.  PLACED A 0.5 INCH X 18 INCH REBAR 0.50 FT (15 CM) BELOW TOP
 RJ0691'OF STAINLESS STEEL ROD FOR FUTURE MAGNETIC LOCATION.  CENTERLINE OF
 RJ0691'MONUMENT BOX TO CENTERLINE INTERSECTION OF 1.5 MLE ROAD AND BRASSARD
 RJ0691'ROAD S 49 W 72.6 FEET.  PAINTED CENTERLINE OF BRASSARD ROAD, WEST 57.5
 RJ0691'FEET.  PAINTED CENTERLINE 1.5 MI (0.8 KM) ROAD SOUTH 46.8 FEET.  POWER
 RJ0691'POLE STAMPED SU 1 27 29 S 05 W 13.1 FEET.
 RJ0691
 RJ0691                          STATION RECOVERY (2023)
 RJ0691
 RJ0691'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 RJ0691'RECOVERED AS DESCRIBED.  MARK IS IN SWAMPY AREA.  CONCRETE AND PVC
 RJ0691'PIPE HAVE BEEN MOVED LATERALLY SOMEWHAT BY FROST HEAVE.  MARK IS STILL
 RJ0691'UNDER LID OPENING BUT IS NOW NEAR THE EDGE OF THE OPENING.  MARK IS
 RJ0691'ABOUT 47 FT (14.3 M) NORTH OF THE CENTERLINE E 1 1/2 MI (2.41 KM) ROAD
 RJ0691'AND ABOUT 55 FT (16.8 M) EAST OF THE CENTERLINE E BRASSER ROAD.  POLE
 RJ0691'IS ABOUT 13 FT (4.0 M) SOUTH OF POLE MARKED "SU1 27 29".
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0655 ***********************************************************************
 RJ0655  DESIGNATION -  F 298
 RJ0655  PID         -  RJ0655
 RJ0655  STATE/COUNTY-  MI/MACKINAC
 RJ0655  COUNTRY     -  US
 RJ0655  USGS QUAD   -  PICKFORD SE (2017)
 RJ0655
 RJ0655                         *CURRENT SURVEY CONTROL
 RJ0655  ______________________________________________________________________
 RJ0655* NAD 83(1986) POSITION- 46 00 01.     (N) 084 19 19.     (W)   SCALED
 RJ0655* NAVD 88 ORTHO HEIGHT -   179.872 (meters)      590.13  (feet) ADJUSTED
 RJ0655  ______________________________________________________________________
 RJ0655  GEOID HEIGHT    -        -36.100 (meters)                     GEOID18
 RJ0655  DYNAMIC HEIGHT  -        179.878 (meters)      590.15  (feet) COMP
 RJ0655  MODELED GRAVITY -    980,642.4   (mgal)                       NAVD 88
 RJ0655
 RJ0655  VERT ORDER      -  FIRST     CLASS 0
 RJ0655
 RJ0655.The horizontal coordinates were scaled from a map and have
 RJ0655.an estimated accuracy of +/- 6 seconds.
 RJ0655
 RJ0655.The orthometric height was determined by differential leveling and
 RJ0655.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0655.in June 1991.
 RJ0655
 RJ0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0655.GEOID18 height accuracy estimate available here.
 RJ0655
 RJ0655.Click photographs - Photos may exist for this station.
 RJ0655
 RJ0655.The dynamic height is computed by dividing the NAVD 88
 RJ0655.geopotential number by the normal gravity value computed on the
 RJ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0655.degrees latitude (g = 980.6199 gals.).
 RJ0655
 RJ0655.The modeled gravity was interpolated from observed gravity values.
 RJ0655
 RJ0655;                    North         East    Units  Estimated Accuracy
 RJ0655;SPC MI N     -   138,760.    8,207,390.      MT  (+/- 180 meters Scaled)
 RJ0655
 RJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR073975(NAD 83)
 RJ0655
 RJ0655                          SUPERSEDED SURVEY CONTROL
 RJ0655
 RJ0655.No superseded survey control is available for this station.
 RJ0655
 RJ0655_MARKER: I = METAL ROD
 RJ0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0655_STAMPING: F 298 1983
 RJ0655_MARK LOGO: NGS
 RJ0655_PROJECTION: FLUSH
 RJ0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0655_ROD/PIPE-DEPTH: 2.07 meters
 RJ0655
 RJ0655  HISTORY     - Date     Condition        Report By
 RJ0655  HISTORY     - 1983     MONUMENTED       NGS
 RJ0655  HISTORY     - 19940728 GOOD             USPSQD
 RJ0655  HISTORY     - 19950712 GOOD             USPSQD
 RJ0655  HISTORY     - 20010331 GOOD             NGS
 RJ0655
 RJ0655                          STATION DESCRIPTION
 RJ0655
 RJ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0655'3.2 KM (2.0 MI) EAST FROM CEDARVILLE.
 RJ0655'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 RJ0655'STATE HIGHWAY 129 IN CEDARVILLE, AT FLOWER BAY ROAD LEADING SOUTH, SET
 RJ0655'BY A POWERLINE POLE WITH A SMALL TRANSFORMER AND THREE GUY CABLES,
 RJ0655'21.48 METERS (70.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RJ0655'13.86 METERS (45.5 FT) WEST OF THE CENTER OF FLOWER BAY ROAD,
 RJ0655'0.76 METERS (2.5 FT) WEST OF POWERLINE POLE NUMBER GT 4 24 1,
 RJ0655'5.57 METERS (18.3 FT) SOUTHEAST OF A GUY CABLE ANCHOR, AND 4.87 METERS
 RJ0655'(16.0 FT) SOUTH OF A GUY CABLE ANCHOR.  NOTE, ROD ANCHORED IN BEDROCK.
 RJ0655'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 RJ0655'THE MARK IS 0.6 M BELOW HIGHWAY.
 RJ0655
 RJ0655                          STATION RECOVERY (1994)
 RJ0655
 RJ0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0655'RECOVERED IN GOOD CONDITION.
 RJ0655
 RJ0655                          STATION RECOVERY (1995)
 RJ0655
 RJ0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0655'RECOVERED IN GOOD CONDITION.
 RJ0655
 RJ0655                          STATION RECOVERY (2001)
 RJ0655
 RJ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0655'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0679 ***********************************************************************
 RJ0679  DESIGNATION -  F 299
 RJ0679  PID         -  RJ0679
 RJ0679  STATE/COUNTY-  MI/CHIPPEWA
 RJ0679  COUNTRY     -  US
 RJ0679  USGS QUAD   -  OAK RIDGE (2017)
 RJ0679
 RJ0679                         *CURRENT SURVEY CONTROL
 RJ0679  ______________________________________________________________________
 RJ0679* NAD 83(1986) POSITION- 46 20 50.     (N) 084 08 54.     (W)   SCALED
 RJ0679* NAVD 88 ORTHO HEIGHT -   200.712 (meters)      658.50  (feet) ADJUSTED
 RJ0679  ______________________________________________________________________
 RJ0679  GEOID HEIGHT    -        -36.617 (meters)                     GEOID18
 RJ0679  DYNAMIC HEIGHT  -        200.723 (meters)      658.54  (feet) COMP
 RJ0679  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 RJ0679
 RJ0679  VERT ORDER      -  FIRST     CLASS 0
 RJ0679
 RJ0679.The horizontal coordinates were scaled from a map and have
 RJ0679.an estimated accuracy of +/- 6 seconds.
 RJ0679
 RJ0679.The orthometric height was determined by differential leveling and
 RJ0679.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0679.in June 1991.
 RJ0679
 RJ0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0679.GEOID18 height accuracy estimate available here.
 RJ0679
 RJ0679.Click photographs - Photos may exist for this station.
 RJ0679
 RJ0679.The dynamic height is computed by dividing the NAVD 88
 RJ0679.geopotential number by the normal gravity value computed on the
 RJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0679.degrees latitude (g = 980.6199 gals.).
 RJ0679
 RJ0679.The modeled gravity was interpolated from observed gravity values.
 RJ0679
 RJ0679;                    North         East    Units  Estimated Accuracy
 RJ0679;SPC MI N     -   177,770.    8,219,450.      MT  (+/- 180 meters Scaled)
 RJ0679
 RJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS194365(NAD 83)
 RJ0679
 RJ0679                          SUPERSEDED SURVEY CONTROL
 RJ0679
 RJ0679.No superseded survey control is available for this station.
 RJ0679
 RJ0679_MARKER: I = METAL ROD
 RJ0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0679_STAMPING: F 299 1983
 RJ0679_MARK LOGO: NGS
 RJ0679_PROJECTION: FLUSH
 RJ0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0679_ROD/PIPE-DEPTH: 6.1 meters
 RJ0679
 RJ0679  HISTORY     - Date     Condition        Report By
 RJ0679  HISTORY     - 1983     MONUMENTED       NGS
 RJ0679
 RJ0679                          STATION DESCRIPTION
 RJ0679
 RJ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0679'28.4 KM (17.65 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0679'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0679'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0679'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO THE JUNCTION OF 3 MILE
 RJ0679'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD TO THE JUNCTION OF
 RJ0679'HOMESTEAD ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO
 RJ0679'THE JUNCTION OF 6 MILE ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE
 RJ0679'ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 10.95 KM (6.8 MI) SOUTH
 RJ0679'ALONG HOMESTEAD ROAD TO THE MARK ON THE LEFT, 9.3 METERS (30.4 FT)
 RJ0679'NORTH OF THE CENTER OF HOMESTEAD ROAD, 20.1 METERS (65.9 FT) WEST OF
 RJ0679'POWERLINE POLE NUMBER SU1-219, AND 1.1 METERS (3.6 FT) SOUTH OF A
 RJ0679'FLAGPOLE.  NOTE, ROD DRIVEN TO REFUSAL.
 RJ0679'THE MARK IS 0.5 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0302 ***********************************************************************
 QL0302  DESIGNATION -  F 30
 QL0302  PID         -  QL0302
 QL0302  STATE/COUNTY-  MI/MENOMINEE
 QL0302  COUNTRY     -  US
 QL0302  USGS QUAD   -  WALLACE (2017)
 QL0302
 QL0302                         *CURRENT SURVEY CONTROL
 QL0302  ______________________________________________________________________
 QL0302* NAD 83(1986) POSITION- 45 16 42.12   (N) 087 36 57.65   (W)   HD_HELD1
 QL0302* NAVD 88 ORTHO HEIGHT -   201.695 (meters)      661.73  (feet) ADJUSTED
 QL0302  ______________________________________________________________________
 QL0302  GEOID HEIGHT    -        -36.841 (meters)                     GEOID18
 QL0302  DYNAMIC HEIGHT  -        201.677 (meters)      661.67  (feet) COMP
 QL0302  MODELED GRAVITY -    980,523.9   (mgal)                       NAVD 88
 QL0302
 QL0302  VERT ORDER      -  FIRST     CLASS II
 QL0302
 QL0302.The horizontal coordinates were determined by differentially corrected
 QL0302.hand held GPS observations or other comparable positioning techniques
 QL0302.and have an estimated accuracy of +/- 3 meters.
 QL0302
 QL0302.The orthometric height was determined by differential leveling and
 QL0302.adjusted by the NATIONAL GEODETIC SURVEY
 QL0302.in June 1991.
 QL0302
 QL0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0302.GEOID18 height accuracy estimate available here.
 QL0302
 QL0302.Click photographs - Photos may exist for this station.
 QL0302
 QL0302.The dynamic height is computed by dividing the NAVD 88
 QL0302.geopotential number by the normal gravity value computed on the
 QL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0302.degrees latitude (g = 980.6199 gals.).
 QL0302
 QL0302.The modeled gravity was interpolated from observed gravity values.
 QL0302
 QL0302;                    North         East    Units  Estimated Accuracy
 QL0302;SPC MI N     -    55,209.9   7,951,662.8     MT  (+/- 3 meters HH1 GPS) 
 QL0302
 QL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5168414058(NAD 83)
 QL0302
 QL0302                          SUPERSEDED SURVEY CONTROL
 QL0302
 QL0302  NGVD 29 (??/??/92)  201.715  (m)          661.79   (f) ADJ UNCH    1 2
 QL0302
 QL0302.Superseded values are not recommended for survey control.
 QL0302
 QL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0302.See file dsdata.pdf to determine how the superseded data were derived.
 QL0302
 QL0302_MARKER: DB = BENCH MARK DISK
 QL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0302_STAMPING: F 30 661.793 1930
 QL0302_MARK LOGO: CGS
 QL0302_PROJECTION: FLUSH
 QL0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0302+STABILITY: SURFACE MOTION
 QL0302
 QL0302  HISTORY     - Date     Condition        Report By
 QL0302  HISTORY     - 1930     MONUMENTED       CGS
 QL0302  HISTORY     - 1954     GOOD             CGS
 QL0302  HISTORY     - 1979     POOR             WIPSC
 QL0302  HISTORY     - 19900316 POOR             MIDT
 QL0302  HISTORY     - 19961029 MARK NOT FOUND   USPSQD
 QL0302
 QL0302                          STATION DESCRIPTION
 QL0302
 QL0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0302'3.5 MI S FROM WALLACE.
 QL0302'3.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0302'THE STATION AT WALLACE, MENOMINEE COUNTY, AT CARBONDALE, AT A
 QL0302'ROAD CROSSING, 200 FEET WEST OF U.S. HIGHWAY 41, 15 FEET NORTH
 QL0302'OF THE CENTERLINE OF THE ROAD, AND 12 FEET WEST OF THE WEST
 QL0302'RAIL.  A STANDARD DISK, STAMPED 661.793 F 30 1930 AND SET IN THE
 QL0302'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QL0302
 QL0302                          STATION RECOVERY (1979)
 QL0302
 QL0302'RECOVERY NOTE BY WISCONSIN PUBLIC SERVICE COMMISSION 1979
 QL0302'MARK RECOVERED IN POOR CONDITION.
 QL0302
 QL0302                          STATION RECOVERY (1990)
 QL0302
 QL0302'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QL0302'FOUND IN POOR CONDITION CONCRETE POST HAS BEEN DAMAGED BY EQUIPMENT.
 QL0302'MARK IS 1160 +/- FEET NORTH ALONG US HIGHWAY 2 FROM COUNTY ROAD 338.
 QL0302
 QL0302                          STATION RECOVERY (1996)
 QL0302
 QL0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0538 ***********************************************************************
 QK0538  DESIGNATION -  F 301
 QK0538  PID         -  QK0538
 QK0538  STATE/COUNTY-  MI/CHEBOYGAN
 QK0538  COUNTRY     -  US
 QK0538  USGS QUAD   -  CHEBOYGAN (2017)
 QK0538
 QK0538                         *CURRENT SURVEY CONTROL
 QK0538  ______________________________________________________________________
 QK0538* NAD 83(1986) POSITION- 45 38 38.     (N) 084 23 58.     (W)   SCALED
 QK0538* NAVD 88 ORTHO HEIGHT -   185.264 (meters)      607.82  (feet) ADJUSTED
 QK0538  ______________________________________________________________________
 QK0538  GEOID HEIGHT    -        -36.131 (meters)                     GEOID18
 QK0538  DYNAMIC HEIGHT  -        185.261 (meters)      607.81  (feet) COMP
 QK0538  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QK0538
 QK0538  VERT ORDER      -  FIRST     CLASS II
 QK0538
 QK0538.The horizontal coordinates were scaled from a map and have
 QK0538.an estimated accuracy of +/- 6 seconds.
 QK0538
 QK0538.The orthometric height was determined by differential leveling and
 QK0538.adjusted by the NATIONAL GEODETIC SURVEY
 QK0538.in June 1991.
 QK0538
 QK0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0538.GEOID18 height accuracy estimate available here.
 QK0538
 QK0538.Click photographs - Photos may exist for this station.
 QK0538
 QK0538.The dynamic height is computed by dividing the NAVD 88
 QK0538.geopotential number by the normal gravity value computed on the
 QK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0538.degrees latitude (g = 980.6199 gals.).
 QK0538
 QK0538.The modeled gravity was interpolated from observed gravity values.
 QK0538
 QK0538;                    North         East    Units  Estimated Accuracy
 QK0538;SPC MI C     -   258,610.    5,997,450.      MT  (+/- 180 meters Scaled)
 QK0538
 QK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR026577(NAD 83)
 QK0538
 QK0538                          SUPERSEDED SURVEY CONTROL
 QK0538
 QK0538.No superseded survey control is available for this station.
 QK0538
 QK0538_MARKER: I = METAL ROD
 QK0538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0538_STAMPING: F 301 1983
 QK0538_MARK LOGO: NGS
 QK0538_PROJECTION: FLUSH
 QK0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0538+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 QK0538_ROD/PIPE-DEPTH: 17.1 meters
 QK0538
 QK0538  HISTORY     - Date     Condition        Report By
 QK0538  HISTORY     - 1983     MONUMENTED       NGS
 QK0538  HISTORY     - 20041004 POOR             USPSQD
 QK0538  HISTORY     - 20080507 GOOD             MIDT
 QK0538  HISTORY     - 20180625 GOOD             SURVSL
 QK0538
 QK0538                          STATION DESCRIPTION
 QK0538
 QK0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0538'7.0 KM (4.35 MI) EAST FROM CHEBOYGAN.
 QK0538'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0538'THE POST OFFICE IN CHEBOYGAN, THENCE 6.6 KM (4.1 MI) EAST ALONG U.S.
 QK0538'HIGHWAY 23 (STATE STREET) AT A SIDE ROAD (SEFFREN ROAD) LEADING
 QK0538'NORTH-NORTHWEST TO THE CHEBOYGAN STATE PARK, 26.82 METERS (89.0 FT)
 QK0538'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 23, 12.95 METERS
 QK0538'(42.5 FT) EAST-NORTHEAST OF THE CENTER OF SEFFREN ROAD, 14.26 METERS
 QK0538'(46.8 FT) NORTH-NORTHWEST OF A METAL POST WITH THE ROAD SIGN SEFFERN
 QK0538'ROAD ATTACHED, 0.25 METER (0.80 FT) NORTHWEST OF THE NORTHWEST END OF
 QK0538'A CHEBOYGAN STATE PARK SIGN, AND 22.25 METERS (73.0 FT) EAST-NORTHEAST
 QK0538'AND ACROSS THE ROAD FROM A SECOND STATE PARK SIGN.  NOTE, DRIVING RATE
 QK0538'WAS EXCEEDED AT THIS DEPTH.
 QK0538'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 QK0538'THE MARK IS ABOVE LEVEL WITH SEFFERN ROAD.
 QK0538
 QK0538                          STATION RECOVERY (2004)
 QK0538
 QK0538'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0538'FICE INCH COVER IS MISSING.
 QK0538
 QK0538                          STATION RECOVERY (2008)
 QK0538
 QK0538'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0538'RECOVERED IN GOOD CONDITION.
 QK0538'TO REACH FROM THE INTERSECTION OF MICHIGAN STATE HIGHWAY ROUTE 27
 QK0538'(M-27) AND UNITED STATES HIGHWAY ROUTE 23 (US-23) GO SOUTHEASTERLY
 QK0538'6.19 KM (3.85 MI)TO STATION ON LEFT IN NORTHEAST QUADRANT OF US-23 AND
 QK0538'SEFFREN ROAD(CHEBOYGAN STATE PARK ENTRANCE).  IT IS 12.95 METERS
 QK0538'EAST-NORTHEAST FROM CENTERLINE SEFFREN ROAD(BIT.), 0.25 METERS NORTH
 QK0538'FROM NORTH END OF CONCRETE BASE TO CHEBOYGAN STATE PARK SIGN.  DUG AND
 QK0538'FOUND ROD NO LOGO BOX, SET NEW CARSONITE POST.
 QK0538
 QK0538                          STATION RECOVERY (2018)
 QK0538
 QK0538'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2018 (BE)
 QK0538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0497 ***********************************************************************
 QK0497  DESIGNATION -  F 302
 QK0497  PID         -  QK0497
 QK0497  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0497  COUNTRY     -  US
 QK0497  USGS QUAD   -  OCQUEOC (2017)
 QK0497
 QK0497                         *CURRENT SURVEY CONTROL
 QK0497  ______________________________________________________________________
 QK0497* NAD 83(1986) POSITION- 45 29 17.     (N) 084 02 56.     (W)   SCALED
 QK0497* NAVD 88 ORTHO HEIGHT -   206.029 (meters)      675.95  (feet) ADJUSTED
 QK0497  ______________________________________________________________________
 QK0497  GEOID HEIGHT    -        -36.597 (meters)                     GEOID18
 QK0497  DYNAMIC HEIGHT  -        206.022 (meters)      675.92  (feet) COMP
 QK0497  MODELED GRAVITY -    980,574.4   (mgal)                       NAVD 88
 QK0497
 QK0497  VERT ORDER      -  FIRST     CLASS II
 QK0497
 QK0497.The horizontal coordinates were scaled from a map and have
 QK0497.an estimated accuracy of +/- 6 seconds.
 QK0497
 QK0497.The orthometric height was determined by differential leveling and
 QK0497.adjusted by the NATIONAL GEODETIC SURVEY
 QK0497.in June 1991.
 QK0497
 QK0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0497.GEOID18 height accuracy estimate available here.
 QK0497
 QK0497.Click photographs - Photos may exist for this station.
 QK0497
 QK0497.The dynamic height is computed by dividing the NAVD 88
 QK0497.geopotential number by the normal gravity value computed on the
 QK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0497.degrees latitude (g = 980.6199 gals.).
 QK0497
 QK0497.The modeled gravity was interpolated from observed gravity values.
 QK0497
 QK0497;                    North         East    Units  Estimated Accuracy
 QK0497;SPC MI C     -   241,340.    6,024,840.      MT  (+/- 180 meters Scaled)
 QK0497
 QK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR306414(NAD 83)
 QK0497
 QK0497                          SUPERSEDED SURVEY CONTROL
 QK0497
 QK0497.No superseded survey control is available for this station.
 QK0497
 QK0497_MARKER: I = METAL ROD
 QK0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0497_STAMPING: F 302 1983
 QK0497_MARK LOGO: NGS
 QK0497_PROJECTION: FLUSH
 QK0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0497_ROD/PIPE-DEPTH: 19.5 meters
 QK0497
 QK0497  HISTORY     - Date     Condition        Report By
 QK0497  HISTORY     - 1983     MONUMENTED       NGS
 QK0497  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QK0497
 QK0497                          STATION DESCRIPTION
 QK0497
 QK0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0497'21.6 KM (13.4 MI) NW FROM ROGERS CITY.
 QK0497'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0497'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.8 KM (12.3 MI)
 QK0497'ALONG HIGHWAY 23 AT A GRAVEK SIDE ROAD (SILVER CREEK ROAD) LEADING
 QK0497'SOUTH, IS 0.5 KM (0.3 MI) EAST ALONG HIGHWAY 23 FROM PINE CREEK ROAD,
 QK0497'23.31 METERS (76.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QK0497'12.49 METERS (41.0 FT) EAST OF THE CENTER OF SILVER CREEK ROAD,
 QK0497'14.11 METERS (46.3 FT) SOUTHEAST OF A STOP SIGN POST, 0.82 METER
 QK0497'(2.7 FT) SOUTHWEST OF THE EAST ONE OF TWO POSTS SUPPORTING SIX
 QK0497'TELEPHONE REPEATER RECEPTICALS, AND 0.79 METER (2.6 FT) SOUTHEAST OF
 QK0497'THE WEST ONE OF TWO POSTS SUPPORTING SIX TELEPHONE REPEATER
 QK0497'RECEPTICALS.  NOTE, DRIVING RATE ON ROD MET.
 QK0497'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QK0497'THE MARK IS ABOVE LEVEL WITH SILVER CREEK ROAD.
 QK0497
 QK0497                          STATION RECOVERY (2003)
 QK0497
 QK0497'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0497'CABLE HAS BEEN INSTALLED THROUGH THAT LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0697 ***********************************************************************
 OJ0697  DESIGNATION -  F 303
 OJ0697  PID         -  OJ0697
 OJ0697  STATE/COUNTY-  MI/BAY
 OJ0697  COUNTRY     -  US
 OJ0697  USGS QUAD   -  PINCONNING (2017)
 OJ0697
 OJ0697                         *CURRENT SURVEY CONTROL
 OJ0697  ______________________________________________________________________
 OJ0697* NAD 83(1986) POSITION- 43 52 02.     (N) 083 56 44.     (W)   SCALED
 OJ0697* NAVD 88 ORTHO HEIGHT -   182.216 (meters)      597.82  (feet) ADJUSTED
 OJ0697  ______________________________________________________________________
 OJ0697  GEOID HEIGHT    -        -34.883 (meters)                     GEOID18
 OJ0697  DYNAMIC HEIGHT  -        182.184 (meters)      597.72  (feet) COMP
 OJ0697  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 OJ0697
 OJ0697  VERT ORDER      -  FIRST     CLASS II
 OJ0697
 OJ0697.The horizontal coordinates were scaled from a map and have
 OJ0697.an estimated accuracy of +/- 6 seconds.
 OJ0697
 OJ0697.The orthometric height was determined by differential leveling and
 OJ0697.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0697.in June 1991.
 OJ0697
 OJ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0697.GEOID18 height accuracy estimate available here.
 OJ0697
 OJ0697.Click photographs - Photos may exist for this station.
 OJ0697
 OJ0697.The dynamic height is computed by dividing the NAVD 88
 OJ0697.geopotential number by the normal gravity value computed on the
 OJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0697.degrees latitude (g = 980.6199 gals.).
 OJ0697
 OJ0697.The modeled gravity was interpolated from observed gravity values.
 OJ0697
 OJ0697;                    North         East    Units  Estimated Accuracy
 OJ0697;SPC MI S     -   263,050.    4,033,850.      MT  (+/- 180 meters Scaled)
 OJ0697
 OJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ633613(NAD 83)
 OJ0697
 OJ0697                          SUPERSEDED SURVEY CONTROL
 OJ0697
 OJ0697.No superseded survey control is available for this station.
 OJ0697
 OJ0697_MARKER: I = METAL ROD
 OJ0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0697_STAMPING: F 303 1983
 OJ0697_MARK LOGO: NGS
 OJ0697_PROJECTION: FLUSH
 OJ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0697+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0697_ROD/PIPE-DEPTH: 7.31 meters
 OJ0697
 OJ0697  HISTORY     - Date     Condition        Report By
 OJ0697  HISTORY     - 1983     MONUMENTED       NGS
 OJ0697  HISTORY     - 19970719 GOOD             USPSQD
 OJ0697  HISTORY     - 20060128 GOOD             USPSQD
 OJ0697
 OJ0697                          STATION DESCRIPTION
 OJ0697
 OJ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0697'3.2 KM (2.0 MI) NE FROM PINCONNING.
 OJ0697'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0697'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0697'ESTEY ROAD, AT THE JUNCTION OF SHORE ROAD, 15.20 METERS (49.9 FT)
 OJ0697'SOUTH OF THE CENTERLINE OF CODY ESTEY ROAD, 43.37 METERS (142.3 FT)
 OJ0697'WEST OF THE WEST RAIL OF RAILROAD TRACKS, AND 2.13 METERS (7.0 FT)
 OJ0697'NORTH OF A POWERLINE POLE WITH TWO GUY WIRES.
 OJ0697'THE MARK IS 0.67 METERS  E FROM A WITNESS POST.
 OJ0697'THE MARK IS 0.60 M BELOW CODY ESTEY ROAD.
 OJ0697
 OJ0697                          STATION RECOVERY (1997)
 OJ0697
 OJ0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0697'RECOVERED IN GOOD CONDITION.
 OJ0697
 OJ0697                          STATION RECOVERY (2006)
 OJ0697
 OJ0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0186 ***********************************************************************
 PK0186  DESIGNATION -  F 304
 PK0186  PID         -  PK0186
 PK0186  STATE/COUNTY-  MI/IOSCO
 PK0186  COUNTRY     -  US
 PK0186  USGS QUAD   -  EAST TAWAS (2017)
 PK0186
 PK0186                         *CURRENT SURVEY CONTROL
 PK0186  ______________________________________________________________________
 PK0186* NAD 83(1986) POSITION- 44 16 56.     (N) 083 28 22.     (W)   SCALED
 PK0186* NAVD 88 ORTHO HEIGHT -   178.893 (meters)      586.92  (feet) ADJUSTED
 PK0186  ______________________________________________________________________
 PK0186  GEOID HEIGHT    -        -35.251 (meters)                     GEOID18
 PK0186  DYNAMIC HEIGHT  -        178.870 (meters)      586.84  (feet) COMP
 PK0186  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 PK0186  OBS GRAVITY     -    980,488.8   (mgal)                       GRAV_OBS
 PK0186
 PK0186  VERT ORDER      -  FIRST     CLASS II
 PK0186
 PK0186.The horizontal coordinates were scaled from a map and have
 PK0186.an estimated accuracy of +/- 6 seconds.
 PK0186
 PK0186.The orthometric height was determined by differential leveling and
 PK0186.adjusted by the NATIONAL GEODETIC SURVEY
 PK0186.in June 1991.
 PK0186
 PK0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0186.GEOID18 height accuracy estimate available here.
 PK0186
 PK0186.Click photographs - Photos may exist for this station.
 PK0186
 PK0186.The dynamic height is computed by dividing the NAVD 88
 PK0186.geopotential number by the normal gravity value computed on the
 PK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0186.degrees latitude (g = 980.6199 gals.).
 PK0186
 PK0186.The modeled gravity was interpolated from observed gravity values.
 PK0186
 PK0186.The observed gravity was obtained from relative gravimeter ties
 PK0186.to the IGSN71 gravity network.
 PK0186
 PK0186;                    North         East    Units  Estimated Accuracy
 PK0186;SPC MI C     -   107,690.    6,071,350.      MT  (+/- 180 meters Scaled)
 PK0186
 PK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK026061(NAD 83)
 PK0186
 PK0186                          SUPERSEDED SURVEY CONTROL
 PK0186
 PK0186.No superseded survey control is available for this station.
 PK0186
 PK0186_MARKER: F = FLANGE-ENCASED ROD
 PK0186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0186_STAMPING: F 304 1983
 PK0186_MARK LOGO: NGS
 PK0186_PROJECTION: RECESSED 5 CENTIMETERS
 PK0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0186+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 PK0186_ROD/PIPE-DEPTH: 12.2 meters
 PK0186
 PK0186  HISTORY     - Date     Condition        Report By
 PK0186  HISTORY     - 1983     MONUMENTED       NGS
 PK0186  HISTORY     - 20090401 GOOD             INDIV
 PK0186  HISTORY     - 20131209 GOOD             INDIV
 PK0186  HISTORY     - 20221115 GOOD             SPICE
 PK0186
 PK0186                          STATION DESCRIPTION
 PK0186
 PK0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0186'4.1 KM (2.55 MI) NORTH FROM TAWAS CITY.
 PK0186'4.1 KM (2.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0186'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, 13.95 METERS
 PK0186'(45.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35.72 METERS
 PK0186'(117.2 FT) WEST OF NORTHEAST CORNER OF LARGE BRICK BUILDING (ELIAS BIG
 PK0186'BOY RESTAURANT), 28.28 METERS (92.8 FT) NORTHEAST OF NORTHWEST CORNER
 PK0186'OF THE RESTAURANT BUILDING, 9.84 METERS (32.3 FT) SOUTHWEST OF
 PK0186'APPROXIMATE CENTER OF NORTH DRIVE TO RESTAURANT BUILDING, AND
 PK0186'1.24 METERS (4.1 FT) SOUTHEAST OF A POWERLINE POLE.
 PK0186'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0186
 PK0186                          STATION RECOVERY (2009)
 PK0186
 PK0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (KTM)
 PK0186'RECOVERED IN GOOD CONDITION.
 PK0186
 PK0186                          STATION RECOVERY (2013)
 PK0186
 PK0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (MAF)
 PK0186'RECOVERED AS DESCRIBED IN GOOD CONDITION BY ADVANCED GEOMATICS
 PK0186
 PK0186                          STATION RECOVERY (2022)
 PK0186
 PK0186'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2022 (BE)
 PK0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0155 ***********************************************************************
 PK0155  DESIGNATION -  F 305
 PK0155  PID         -  PK0155
 PK0155  STATE/COUNTY-  MI/ARENAC
 PK0155  COUNTRY     -  US
 PK0155  USGS QUAD   -  WHITTEMORE (2017)
 PK0155
 PK0155                         *CURRENT SURVEY CONTROL
 PK0155  ______________________________________________________________________
 PK0155* NAD 83(1986) POSITION- 44 08 17.     (N) 083 47 13.     (W)   SCALED
 PK0155* NAVD 88 ORTHO HEIGHT -   192.088 (meters)      630.21  (feet) ADJUSTED
 PK0155  ______________________________________________________________________
 PK0155  GEOID HEIGHT    -        -35.177 (meters)                     GEOID18
 PK0155  DYNAMIC HEIGHT  -        192.058 (meters)      630.11  (feet) COMP
 PK0155  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 PK0155
 PK0155  VERT ORDER      -  FIRST     CLASS II
 PK0155
 PK0155.The horizontal coordinates were scaled from a map and have
 PK0155.an estimated accuracy of +/- 6 seconds.
 PK0155
 PK0155.The orthometric height was determined by differential leveling and
 PK0155.adjusted by the NATIONAL GEODETIC SURVEY
 PK0155.in June 1991.
 PK0155
 PK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0155.GEOID18 height accuracy estimate available here.
 PK0155
 PK0155.Click photographs - Photos may exist for this station.
 PK0155
 PK0155.The dynamic height is computed by dividing the NAVD 88
 PK0155.geopotential number by the normal gravity value computed on the
 PK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0155.degrees latitude (g = 980.6199 gals.).
 PK0155
 PK0155.The modeled gravity was interpolated from observed gravity values.
 PK0155
 PK0155;                    North         East    Units  Estimated Accuracy
 PK0155;SPC MI C     -    91,440.    6,046,390.      MT  (+/- 180 meters Scaled)
 PK0155
 PK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ770909(NAD 83)
 PK0155
 PK0155                          SUPERSEDED SURVEY CONTROL
 PK0155
 PK0155.No superseded survey control is available for this station.
 PK0155
 PK0155_MARKER: I = METAL ROD
 PK0155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0155_STAMPING: F 305 1983
 PK0155_MARK LOGO: NGS
 PK0155_PROJECTION: FLUSH
 PK0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0155_ROD/PIPE-DEPTH: 5.48 meters
 PK0155
 PK0155  HISTORY     - Date     Condition        Report By
 PK0155  HISTORY     - 1983     MONUMENTED       NGS
 PK0155  HISTORY     - 20010811 GOOD             USPSQD
 PK0155
 PK0155                          STATION DESCRIPTION
 PK0155
 PK0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0155'4.3 KM (2.7 MI) NE FROM TWINING.
 PK0155'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0155'HIGHWAY 65 IN TWINING, THENCE 2.7 KM (1.7 MI) NORTH ALONG CRAWFORD
 PK0155'ROAD TO THE MARK ON THE RIGHT AT A HOUSE, ALSO 0.5 KM (0.3 MI) SOUTH
 PK0155'ALONG CRAWFORD ROAD FROM THE JUNCTION OF TURNER ROAD IN TURNER,
 PK0155'6.88 METERS (22.6 FT) EAST OF THE APPROXIMATE CENTER OF CRAWFORD ROAD,
 PK0155'20.90 METERS (68.6 FT) WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 PK0155'15.08 METERS (49.5 FT) SOUTH OF THE SOUTHERNMOST ONE OF TWO TREES,
 PK0155'6.0 METERS (19.7 FT) NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 PK0155'AND 1.31 METERS (4.3 FT) NORTHEAST OF A LARGE BOULDER.
 PK0155'THE MARK IS 1.12 METERS  N FROM A WITNESS POST.
 PK0155'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0155
 PK0155                          STATION RECOVERY (2001)
 PK0155
 PK0155'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0124 ***********************************************************************
 QJ0124  DESIGNATION -  F 306
 QJ0124  PID         -  QJ0124
 QJ0124  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0124  COUNTRY     -  US
 QJ0124  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0124
 QJ0124                         *CURRENT SURVEY CONTROL
 QJ0124  ______________________________________________________________________
 QJ0124* NAD 83(1986) POSITION- 45 18 47.11   (N) 083 33 51.73   (W)   HD_HELD1
 QJ0124* NAVD 88 ORTHO HEIGHT -   181.546 (meters)      595.62  (feet) ADJUSTED
 QJ0124  ______________________________________________________________________
 QJ0124  GEOID HEIGHT    -        -36.869 (meters)                     GEOID18
 QJ0124  DYNAMIC HEIGHT  -        181.536 (meters)      595.59  (feet) COMP
 QJ0124  MODELED GRAVITY -    980,557.6   (mgal)                       NAVD 88
 QJ0124
 QJ0124  VERT ORDER      -  FIRST     CLASS II
 QJ0124
 QJ0124.The horizontal coordinates were determined by differentially corrected
 QJ0124.hand held GPS observations or other comparable positioning techniques
 QJ0124.and have an estimated accuracy of +/- 3 meters.
 QJ0124
 QJ0124.The orthometric height was determined by differential leveling and
 QJ0124.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0124.in June 1991.
 QJ0124
 QJ0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0124.GEOID18 height accuracy estimate available here.
 QJ0124
 QJ0124.Click photographs - Photos may exist for this station.
 QJ0124
 QJ0124.The dynamic height is computed by dividing the NAVD 88
 QJ0124.geopotential number by the normal gravity value computed on the
 QJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0124.degrees latitude (g = 980.6199 gals.).
 QJ0124
 QJ0124.The modeled gravity was interpolated from observed gravity values.
 QJ0124
 QJ0124;                    North         East    Units  Estimated Accuracy
 QJ0124;SPC MI C     -   222,155.0   6,062,907.9     MT  (+/- 3 meters HH1 GPS) 
 QJ0124
 QJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9899220930(NAD 83)
 QJ0124
 QJ0124                          SUPERSEDED SURVEY CONTROL
 QJ0124
 QJ0124.No superseded survey control is available for this station.
 QJ0124
 QJ0124_MARKER: F = FLANGE-ENCASED ROD
 QJ0124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0124_STAMPING: F 306 1983
 QJ0124_MARK LOGO: NGS
 QJ0124_PROJECTION: RECESSED 6 CENTIMETERS
 QJ0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0124+STABILITY: POSITION/ELEVATION WELL
 QJ0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0124+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 QJ0124_ROD/PIPE-DEPTH: 6.18 meters
 QJ0124_SLEEVE-DEPTH  : 6.09 meters
 QJ0124
 QJ0124  HISTORY     - Date     Condition        Report By
 QJ0124  HISTORY     - 1983     MONUMENTED       NGS
 QJ0124  HISTORY     - 20060126 GOOD             MIDT
 QJ0124
 QJ0124                          STATION DESCRIPTION
 QJ0124
 QJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0124'26.3 KM (16.3 MI) SE FROM ROGERS CITY.
 QJ0124'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0124'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 21.4 KM (13.3 MI)
 QJ0124'SOUTHEAST ALONG U.S. HIGHWAY 23, SET IN THE LAWN AT THE GRAND LAKE
 QJ0124'ROADSIDE PARK, 35.81 METERS (117.5 FT) NORTHEAST OF THE CENTERLINE OF
 QJ0124'THE HIGHWAY, 21.15 METERS (69.4 FT) NORTH-NORTHWEST OF A WATER WELL
 QJ0124'WITH A HAND PUMP, 5.36 METERS (17.6 FT) NORTHEAST OF THE NORTHEAST LEG
 QJ0124'OF A BULLETIN BOARD SIGN, AND 6.88 METERS (22.6 FT) SOUTHWEST OF A
 QJ0124'SMALL RED PINE TREE.
 QJ0124'THE MARK IS 1.21 M BELOW HIGHWAY.
 QJ0124
 QJ0124                          STATION RECOVERY (2006)
 QJ0124
 QJ0124'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0124'RECOVERED AS DESCRIBED,
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0220 ***********************************************************************
 PK0220  DESIGNATION -  F 307
 PK0220  PID         -  PK0220
 PK0220  STATE/COUNTY-  MI/ALCONA
 PK0220  COUNTRY     -  US
 PK0220  USGS QUAD   -  GREENBUSH (2017)
 PK0220
 PK0220                         *CURRENT SURVEY CONTROL
 PK0220  ______________________________________________________________________
 PK0220* NAD 83(1986) POSITION- 44 33 52.     (N) 083 19 28.     (W)   SCALED
 PK0220* NAVD 88 ORTHO HEIGHT -   185.673 (meters)      609.16  (feet) ADJUSTED
 PK0220  ______________________________________________________________________
 PK0220  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 PK0220  DYNAMIC HEIGHT  -        185.654 (meters)      609.10  (feet) COMP
 PK0220  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 PK0220
 PK0220  VERT ORDER      -  FIRST     CLASS II
 PK0220
 PK0220.The horizontal coordinates were scaled from a map and have
 PK0220.an estimated accuracy of +/- 6 seconds.
 PK0220
 PK0220.The orthometric height was determined by differential leveling and
 PK0220.adjusted by the NATIONAL GEODETIC SURVEY
 PK0220.in June 1991.
 PK0220
 PK0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0220.GEOID18 height accuracy estimate available here.
 PK0220
 PK0220.Click photographs - Photos may exist for this station.
 PK0220
 PK0220.The dynamic height is computed by dividing the NAVD 88
 PK0220.geopotential number by the normal gravity value computed on the
 PK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0220.degrees latitude (g = 980.6199 gals.).
 PK0220
 PK0220.The modeled gravity was interpolated from observed gravity values.
 PK0220
 PK0220;                    North         East    Units  Estimated Accuracy
 PK0220;SPC MI C     -   139,190.    6,082,790.      MT  (+/- 180 meters Scaled)
 PK0220
 PK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK154371(NAD 83)
 PK0220
 PK0220                          SUPERSEDED SURVEY CONTROL
 PK0220
 PK0220.No superseded survey control is available for this station.
 PK0220
 PK0220_MARKER: F = FLANGE-ENCASED ROD
 PK0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0220_STAMPING: F 307 1983
 PK0220_MARK LOGO: NGS
 PK0220_PROJECTION: FLUSH
 PK0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0220+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2025
 PK0220_ROD/PIPE-DEPTH: 15.8 meters
 PK0220
 PK0220  HISTORY     - Date     Condition        Report By
 PK0220  HISTORY     - 1983     MONUMENTED       NGS
 PK0220  HISTORY     - 19960512 GOOD             USPSQD
 PK0220  HISTORY     - 20050731 GOOD             USPSQD
 PK0220  HISTORY     - 20250805 GOOD             MIDT
 PK0220
 PK0220                          STATION DESCRIPTION
 PK0220
 PK0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0220'5.0 KM (3.1 MI) SW FROM GREENBUSH.
 PK0220'3.5 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0220'GREENBUSH, THENCE 0.8 KM (0.5 MI) WEST ALONG HURON CEDAR ROAD, THENCE
 PK0220'0.7 KM (0.45 MI) NORTH ALONG CEDAR LAKE DRIVE TO THE MARK ON THE
 PK0220'RIGHT, 8.99 METERS (29.5 FT) NORTH OF THE CENTERLINE OF CEDAR LAKE
 PK0220'ROAD, 47.61 METERS (156.2 FT) EAST OF THE APPROXIMATE CENTER OF GLEN
 PK0220'HOLLOW ROAD, 4.45 METERS (14.6 FT) SOUTH OF THE BASE OF A GUY WIRE TO
 PK0220'A POWERLINE POLE, 1.28 METERS (4.2 FT) EAST OF A POWERLINE POLE WITH
 PK0220'ONE GUY WIRE.
 PK0220'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 PK0220'THE MARK IS ABOVE LEVEL WITH CEDAR LAKE DRIVE.
 PK0220
 PK0220                          STATION RECOVERY (1996)
 PK0220
 PK0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0220'RECOVERED IN GOOD CONDITION.
 PK0220
 PK0220                          STATION RECOVERY (2005)
 PK0220
 PK0220'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0220'RECOVERED IN GOOD CONDITION.
 PK0220
 PK0220                          STATION RECOVERY (2025)
 PK0220
 PK0220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PK0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0137 ***********************************************************************
 QJ0137  DESIGNATION -  F 308
 QJ0137  PID         -  QJ0137
 QJ0137  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0137  COUNTRY     -  US
 QJ0137  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0137
 QJ0137                         *CURRENT SURVEY CONTROL
 QJ0137  ______________________________________________________________________
 QJ0137* NAD 83(1986) POSITION- 45 20 02.     (N) 083 31 50.     (W)   SCALED
 QJ0137* NAVD 88 ORTHO HEIGHT -   193.094 (meters)      633.51  (feet) ADJUSTED
 QJ0137  ______________________________________________________________________
 QJ0137  GEOID HEIGHT    -        -36.923 (meters)                     GEOID18
 QJ0137  DYNAMIC HEIGHT  -        193.084 (meters)      633.48  (feet) COMP
 QJ0137  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 QJ0137
 QJ0137  VERT ORDER      -  FIRST     CLASS II
 QJ0137
 QJ0137.The horizontal coordinates were scaled from a map and have
 QJ0137.an estimated accuracy of +/- 6 seconds.
 QJ0137
 QJ0137.The orthometric height was determined by differential leveling and
 QJ0137.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0137.in June 1991.
 QJ0137
 QJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0137.GEOID18 height accuracy estimate available here.
 QJ0137
 QJ0137.Click photographs - Photos may exist for this station.
 QJ0137
 QJ0137.The dynamic height is computed by dividing the NAVD 88
 QJ0137.geopotential number by the normal gravity value computed on the
 QJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0137.degrees latitude (g = 980.6199 gals.).
 QJ0137
 QJ0137.The modeled gravity was interpolated from observed gravity values.
 QJ0137
 QJ0137;                    North         East    Units  Estimated Accuracy
 QJ0137;SPC MI C     -   224,490.    6,065,540.      MT  (+/- 180 meters Scaled)
 QJ0137
 QJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL017231(NAD 83)
 QJ0137
 QJ0137                          SUPERSEDED SURVEY CONTROL
 QJ0137
 QJ0137.No superseded survey control is available for this station.
 QJ0137
 QJ0137_MARKER: I = METAL ROD
 QJ0137_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0137+WITH SETTING: INFORMATION.
 QJ0137_STAMPING: F 308 1983
 QJ0137_MARK LOGO: NGS
 QJ0137_PROJECTION: FLUSH
 QJ0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0137+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 QJ0137_ROD/PIPE-DEPTH: 2.22 meters
 QJ0137
 QJ0137  HISTORY     - Date     Condition        Report By
 QJ0137  HISTORY     - 1983     MONUMENTED       NGS
 QJ0137  HISTORY     - 20040808 GOOD             USPSQD
 QJ0137  HISTORY     - 20060130 GOOD             MIDT
 QJ0137
 QJ0137                          STATION DESCRIPTION
 QJ0137
 QJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0137'27.6 KM (17.2 MI) ESE FROM ROGERS CITY.
 QJ0137'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0137'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0137'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.5 KM (2.2 MI) EAST ALONG
 QJ0137'COUNTY ROAD E 368, AT THE JUNCTION OF HIGHLAND PINES ROAD LEADING
 QJ0137'SOUTHEAST, 14.02 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE OF
 QJ0137'COUNTY ROAD E 638, 12.34 METERS (40.5 FT) NORTH-NORTHEAST OF THE
 QJ0137'CENTERLINE OF HIGHLAND PINES ROAD, 2.87 METERS (6.8 FT) SOUTHWEST OF A
 QJ0137'10-INCH DIAMETER PINE TREE WITH HIGHWAY SIGNS ATTACHED, 2.74 METERS
 QJ0137'(9.0 FT) NORTH OF AN EXTENDED CENTERLINE OF COUNTY ROAD E 638,
 QJ0137'1.28 METERS (4.2 FT) EAST OF THE CENTER OF A TWO POST SIGN (SPENCER
 QJ0137'AND ASSOC. REAL ESTATE), AND 13.65 METERS (44.8 FT) WEST OF A FLAGPOLE
 QJ0137'WITH A PRESQUE ISLE HARBOR SIGN ATTACHED.  NOTE, THE ROD WAS DRIVEN TO
 QJ0137'REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0137'THE MARK IS 0.36 METERS  N FROM A WITNESS POST.
 QJ0137'THE MARK IS 0.76 M BELOW COUNTY ROAD E 638.
 QJ0137
 QJ0137                          STATION RECOVERY (2004)
 QJ0137
 QJ0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0137'THERE ARE NOW MANY SIGNS ON THE TWO POST SIGN.  PREDOMINATE ONE IS
 QJ0137'WELCOME - PRESQUE ISLE AREA COMMERCE COMMITTEES, THE ONE ON THE BOTTOM
 QJ0137'OF THE LIST IS SPENCER REAL ESTATE.
 QJ0137
 QJ0137                          STATION RECOVERY (2006)
 QJ0137
 QJ0137'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0137'RECOVERED AS DESCRIBED,
 QJ0137'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI9610 ***********************************************************************
 AI9610  DESIGNATION -  F 309 RESET
 AI9610  PID         -  AI9610
 AI9610  STATE/COUNTY-  MI/ALCONA
 AI9610  COUNTRY     -  US
 AI9610  USGS QUAD   -  BLACK RIVER (2017)
 AI9610
 AI9610                         *CURRENT SURVEY CONTROL
 AI9610  ______________________________________________________________________
 AI9610* NAD 83(1986) POSITION- 44 49 32.     (N) 083 22 07.     (W)   SCALED
 AI9610* NAVD 88 ORTHO HEIGHT -   227.46  (meters)      746.3   (feet) RESET
 AI9610  ______________________________________________________________________
 AI9610  GEOID HEIGHT    -        -36.084 (meters)                     GEOID18
 AI9610  VERT ORDER      -  THIRD
 AI9610
 AI9610.The horizontal coordinates were scaled from a map and have
 AI9610.an estimated accuracy of +/- 6 seconds.
 AI9610
 AI9610.The orthometric height was computed from unverified reset data.
 AI9610
 AI9610.No vertical observational check was made to the station.
 AI9610
 AI9610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9610.GEOID18 height accuracy estimate available here.
 AI9610
 AI9610.Click photographs - Photos may exist for this station.
 AI9610
 AI9610;                    North         East    Units  Estimated Accuracy
 AI9610;SPC MI C     -   168,150.    6,078,920.      MT  (+/- 180 meters Scaled)
 AI9610
 AI9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK127663(NAD 83)
 AI9610
 AI9610                          SUPERSEDED SURVEY CONTROL
 AI9610
 AI9610.No superseded survey control is available for this station.
 AI9610
 AI9610_MARKER: DV = VERTICAL CONTROL DISK
 AI9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9610_STAMPING: F 309 RESET 2000
 AI9610_MARK LOGO: NGS
 AI9610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9610+STABILITY: SURFACE MOTION
 AI9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9610+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9610
 AI9610  HISTORY     - Date     Condition        Report By
 AI9610  HISTORY     - 2000     MONUMENTED       MIDT
 AI9610  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AI9610
 AI9610                          STATION DESCRIPTION
 AI9610
 AI9610'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (JPC)
 AI9610'DESCRIBED BY MDOT SURVEYS, RESET IN 2000.  STATION IS 11.1 KM (6.90
 AI9610'MI) SOUTH FROM OSSINEKE.  IT IS LOCATED IN ALCONA TOWNSHIP, ALCONA
 AI9610'COUNTY, ON BLACK RIVER QUADRANGLE MAP, AND ON STATE HWY RIGHT OF WAY.
 AI9610'TO REACH FROM THE POST OFFICE IN OSSINEKE, SO SOUTH ON US HWY 23 FOR
 AI9610'11.1 KM (6.90 MI) TO MARK ON RIGHT.  THE STATION IS AND NGS BENCH MARK
 AI9610'DISK STAMPED F 309 RESET 2000.  IT IS SET FLUSH IN THE TOP OF A
 AI9610'CONCRETE POURED IN PLACE MONUMENT, 23.3 M (76.4 FT) WEST FROM THE
 AI9610'EXISTING CENTERLINE OF US HWY 23, 9.2 M (30.2 FT) SOUTHEAST FROM A
 AI9610'POWER POLE AND 0.8 M (2.6 FT) WEST FROM A NGS CARSONITE WITNESS POST.
 AI9610'DESCRIBED BY JOSEPH P.  CURTIS, MDOT.
 AI9610
 AI9610                          STATION RECOVERY (2005)
 AI9610
 AI9610'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AI9610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0352 ***********************************************************************
 OJ0352  DESIGNATION -  F 31
 OJ0352  PID         -  OJ0352
 OJ0352  STATE/COUNTY-  MI/TUSCOLA
 OJ0352  COUNTRY     -  US
 OJ0352  USGS QUAD   -  VASSAR (2017)
 OJ0352
 OJ0352                         *CURRENT SURVEY CONTROL
 OJ0352  ______________________________________________________________________
 OJ0352* NAD 83(1986) POSITION- 43 19 21.     (N) 083 33 00.     (W)   SCALED
 OJ0352* NAVD 88 ORTHO HEIGHT -   206.488 (meters)      677.45  (feet) ADJUSTED
 OJ0352  ______________________________________________________________________
 OJ0352  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 OJ0352  DYNAMIC HEIGHT  -        206.443 (meters)      677.31  (feet) COMP
 OJ0352  MODELED GRAVITY -    980,397.0   (mgal)                       NAVD 88
 OJ0352
 OJ0352  VERT ORDER      -  FIRST     CLASS II
 OJ0352
 OJ0352.The horizontal coordinates were scaled from a map and have
 OJ0352.an estimated accuracy of +/- 6 seconds.
 OJ0352
 OJ0352.The orthometric height was determined by differential leveling and
 OJ0352.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0352.in June 1991.
 OJ0352
 OJ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0352.GEOID18 height accuracy estimate available here.
 OJ0352
 OJ0352.Click photographs - Photos may exist for this station.
 OJ0352
 OJ0352.The dynamic height is computed by dividing the NAVD 88
 OJ0352.geopotential number by the normal gravity value computed on the
 OJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0352.degrees latitude (g = 980.6199 gals.).
 OJ0352
 OJ0352.The modeled gravity was interpolated from observed gravity values.
 OJ0352
 OJ0352;                    North         East    Units  Estimated Accuracy
 OJ0352;SPC MI S     -   202,760.    4,066,240.      MT  (+/- 180 meters Scaled)
 OJ0352
 OJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH932997(NAD 83)
 OJ0352
 OJ0352                          SUPERSEDED SURVEY CONTROL
 OJ0352
 OJ0352  NGVD 29 (??/??/92)  206.645  (m)          677.97   (f) ADJ UNCH    1 2
 OJ0352
 OJ0352.Superseded values are not recommended for survey control.
 OJ0352
 OJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0352.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0352
 OJ0352_MARKER: DB = BENCH MARK DISK
 OJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0352_STAMPING: 677.968 F 31 1930
 OJ0352_MARK LOGO: CGS
 OJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0352+STABILITY: SURFACE MOTION
 OJ0352
 OJ0352  HISTORY     - Date     Condition        Report By
 OJ0352  HISTORY     - 1930     MONUMENTED       CGS
 OJ0352  HISTORY     - 1934     GOOD             CGS
 OJ0352  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0352
 OJ0352                          STATION DESCRIPTION
 OJ0352
 OJ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0352'3.3 MI S FROM VASSAR.
 OJ0352'3.3 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0352'STATION AT VASSAR, TUSCOLA COUNTY, 40 RAILS SOUTH OF MILEPOST
 OJ0352'D 83, 12 RAILS SOUTH OF THE SWITCH FOR A TRACK LEADING NORTH
 OJ0352'INTO A SAND PIT, AT A ROAD CROSSING, 76 FEET NORTH OF THE
 OJ0352'CENTERLINE OF ROAD, AND 45.3 FEET WEST OF THE WEST RAIL.  A
 OJ0352'STANDARD DISK, STAMPED 677.968 F 31 1930 AND SET IN THE TOP OF
 OJ0352'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0352
 OJ0352                          STATION RECOVERY (1999)
 OJ0352
 OJ0352'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0108 ***********************************************************************
 QJ0108  DESIGNATION -  F 310
 QJ0108  PID         -  QJ0108
 QJ0108  STATE/COUNTY-  MI/ALPENA
 QJ0108  COUNTRY     -  US
 QJ0108  USGS QUAD   -  ALPENA (2017)
 QJ0108
 QJ0108                         *CURRENT SURVEY CONTROL
 QJ0108  ______________________________________________________________________
 QJ0108* NAD 83(2011) POSITION- 45 06 13.96480(N) 083 27 11.47221(W)   ADJUSTED
 QJ0108* NAD 83(2011) ELLIP HT-   160.235 (meters)        (12/02/25)   ADJUSTED
 QJ0108* NAD 83(2011) EPOCH   -  2010.00
 QJ0108* NAVD 88 ORTHO HEIGHT -   196.795 (meters)      645.65  (feet) ADJUSTED
 QJ0108  ______________________________________________________________________
 QJ0108  GEOID HEIGHT    -        -36.591 (meters)                     GEOID18
 QJ0108  NAD 83(2011) X  -    514,154.322 (meters)                     COMP
 QJ0108  NAD 83(2011) Y  - -4,480,126.950 (meters)                     COMP
 QJ0108  NAD 83(2011) Z  -  4,495,617.619 (meters)                     COMP
 QJ0108  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 QJ0108  DYNAMIC HEIGHT  -        196.781 (meters)      645.61  (feet) COMP
 QJ0108  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 QJ0108
 QJ0108  VERT ORDER      -  FIRST     CLASS II
 QJ0108
 QJ0108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0108  Standards:
 QJ0108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0108  -------------------------------------------------------------------
 QJ0108  NETWORK    0.48   0.84           0.22   0.17   0.43     -0.01984049
 QJ0108  -------------------------------------------------------------------
 QJ0108  Click here for local accuracies and other accuracy information.
 QJ0108
 QJ0108.The horizontal coordinates were established by GPS observations
 QJ0108.and adjusted by the National Geodetic Survey in December 2025.
 QJ0108
 QJ0108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0108.been affixed to the stable North American tectonic plate. See 
 QJ0108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0108
 QJ0108.The horizontal coordinates are valid at the epoch date displayed above
 QJ0108.which is a decimal equivalence of Year/Month/Day.
 QJ0108
 QJ0108.The orthometric height was determined by differential leveling and
 QJ0108.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0108.in June 1991.
 QJ0108
 QJ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0108.GEOID18 height accuracy estimate available here.
 QJ0108
 QJ0108.Click photographs - Photos may exist for this station.
 QJ0108
 QJ0108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0108
 QJ0108.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0108
 QJ0108.The ellipsoidal height was determined by GPS observations
 QJ0108.and is referenced to NAD 83.
 QJ0108
 QJ0108.The dynamic height is computed by dividing the NAVD 88
 QJ0108.geopotential number by the normal gravity value computed on the
 QJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0108.degrees latitude (g = 980.6199 gals.).
 QJ0108
 QJ0108.The modeled gravity was interpolated from observed gravity values.
 QJ0108
 QJ0108. The following values were computed from the NAD 83(2011) position.
 QJ0108
 QJ0108;                    North         East     Units Scale Factor Converg.
 QJ0108;SPC MI C     -   199,000.061 6,071,887.224   MT  0.99991662   +0 38 43.0
 QJ0108;SPC MI C     -   652,887.34 19,920,889.84   iFT  0.99991662   +0 38 43.0
 QJ0108;UTM  17      - 4,997,417.927   307,001.183   MT  1.00005803   -1 44 18.0
 QJ0108
 QJ0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0108!SPC MI C     -   0.99997488  x   0.99991662  =   0.99989150
 QJ0108!UTM  17      -   0.99997488  x   1.00005803  =   1.00003291
 QJ0108
 QJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0700197417(NAD 83)
 QJ0108
 QJ0108                          SUPERSEDED SURVEY CONTROL
 QJ0108
 QJ0108  NAD 83(2011)-  45 06 13.96439(N)    083 27 11.47132(W) AD(2010.00) 0
 QJ0108  ELLIP H (06/27/12)  160.183  (m)                       GP(2010.00)    
 QJ0108  NAD 83(2007)-  45 06 13.96497(N)    083 27 11.47203(W) AD(2002.00) 0
 QJ0108  ELLIP H (02/10/07)  160.242  (m)                       GP(2002.00)    
 QJ0108  ELLIP H (07/12/02)  160.243  (m)                       GP(       ) 4 1
 QJ0108  NAD 83(1994)-  45 06 13.96486(N)    083 27 11.47228(W) AD(       ) 1
 QJ0108  ELLIP H (02/03/97)  160.224  (m)                       GP(       ) 4 1
 QJ0108  NAD 83(1986)-  45 06 13.95637(N)    083 27 11.47390(W) AD(       ) 1
 QJ0108  NAVD 88             196.79   (m)          645.6    (f) LEVELING    3  
 QJ0108
 QJ0108.Superseded values are not recommended for survey control.
 QJ0108
 QJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0108.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0108
 QJ0108_MARKER: DV = VERTICAL CONTROL DISK
 QJ0108_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0108_STAMPING: F 310 1983
 QJ0108_MARK LOGO: NGS
 QJ0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0108+STABILITY: POSITION/ELEVATION WELL
 QJ0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0108+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 QJ0108
 QJ0108  HISTORY     - Date     Condition        Report By
 QJ0108  HISTORY     - 1983     MONUMENTED       NGS
 QJ0108  HISTORY     - 19920602 GOOD             MIDT
 QJ0108  HISTORY     - 20060126 GOOD             MIDT
 QJ0108  HISTORY     - 20220818 GOOD             NGS
 QJ0108  HISTORY     - 20230922 GOOD             WILWRK
 QJ0108  HISTORY     - 20231024 POOR             CO-OPS
 QJ0108
 QJ0108                          STATION DESCRIPTION
 QJ0108
 QJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0108'4.3 KM (2.7 MI) NORTH FROM ALPENA.
 QJ0108'4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0108'ALPENA TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM THE GENERAL
 QJ0108'TELEPHONE COMPANY BUILDING (GTE), 14.69 METERS (48.2 FT) EAST OF THE
 QJ0108'CENTERLINE OF THE HIGHWAY, 34.26 METERS (112.4 FT) SOUTH OF A
 QJ0108'POWERLINE POLE WITH ONE GUY WIRE, 25.42 METERS (83.4 FT) NORTH OF A
 QJ0108'POWERLINE POLE, AND 14.02 METERS (46.0 FT) NORTHEAST OF A LARGE METAL
 QJ0108'LIGHT POLE.
 QJ0108'THE MARK IS 0.61 M BELOW HIGHWAY.
 QJ0108
 QJ0108                          STATION RECOVERY (1992)
 QJ0108
 QJ0108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0108'STATION IS LOCATED IN QUAD 450832 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0108'IS IN THE NORTHEAST 1/4 OF SECTION 9, T-31-N, R-8-E, ALPENA TOWNSHIP.
 QJ0108'ABOUT 16.5 MILES (26.6 KM) SOUTHEAST OF POSEN, ABOUT 6.6 MILES (10.6
 QJ0108'KM) SOUTH OF LAKEWOOD, ABOUT 3.5 MILES (5.6 KM) NORTH OF ALPENA, AND
 QJ0108'ON UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH FROM THE
 QJ0108'INTERSECTION OF UNITED STATES HIGHWAY 23 AND THE DETROIT AND MACKINAW
 QJ0108'RAILROAD CROSSING ON THE NORTH SIDE OF ALPENA, GO NORTH ON U.S.
 QJ0108'HIGHWAY 23 FOR 0.53 MILES (0.85 KM) TO STATION ON RIGHT. STATION IS
 QJ0108'FLUSH WITH THE GROUND SURFACE.  IT IS 112.4 FT (34.3 M) SOUTH OF A
 QJ0108'UTILITY POLE, 83.4 FT (25.4 M) NORTH OF A UTILITY POLE, 48.2 FT (14.7
 QJ0108'M) EAST OF THE CENTER OF U.S. HIGHWAY 23, AND 46.0 FT (14.0 M)
 QJ0108'NORTHEAST OF METAL LIGHT POLE.
 QJ0108
 QJ0108                          STATION RECOVERY (2006)
 QJ0108
 QJ0108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0108'RECOVERED AS DESCRIBED, GPS OBSERVED BY MICHIGAN DEPARTMENT OF
 QJ0108'TRANSPORTATION FEBRUARY ,2006.
 QJ0108'
 QJ0108
 QJ0108                          STATION RECOVERY (2022)
 QJ0108
 QJ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 QJ0108'RECOVERED IN GOOD CONDITION.
 QJ0108
 QJ0108                          STATION RECOVERY (2023)
 QJ0108
 QJ0108'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QJ0108'RECOVERED IN GOOD CONDITION.
 QJ0108
 QJ0108                          STATION RECOVERY (2023)
 QJ0108
 QJ0108'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2023 (CSS)
 QJ0108'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0450 ***********************************************************************
 QK0450  DESIGNATION -  F 311
 QK0450  PID         -  QK0450
 QK0450  STATE/COUNTY-  MI/EMMET
 QK0450  COUNTRY     -  US
 QK0450  USGS QUAD   -  BAY SHORE (2017)
 QK0450
 QK0450                         *CURRENT SURVEY CONTROL
 QK0450  ______________________________________________________________________
 QK0450* NAD 83(2011) POSITION- 45 21 31.03410(N) 085 02 07.35054(W)   ADJUSTED
 QK0450* NAD 83(2011) ELLIP HT-   163.106 (meters)        (06/27/12)   ADJUSTED
 QK0450* NAD 83(2011) EPOCH   -  2010.00
 QK0450* NAVD 88 ORTHO HEIGHT -   198.338 (meters)      650.71  (feet) ADJUSTED
 QK0450  ______________________________________________________________________
 QK0450  GEOID HEIGHT    -        -35.228 (meters)                     GEOID18
 QK0450  NAD 83(2011) X  -    388,518.719 (meters)                     COMP
 QK0450  NAD 83(2011) Y  - -4,472,592.523 (meters)                     COMP
 QK0450  NAD 83(2011) Z  -  4,515,558.103 (meters)                     COMP
 QK0450  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 QK0450  DYNAMIC HEIGHT  -        198.330 (meters)      650.69  (feet) COMP
 QK0450  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 QK0450
 QK0450  VERT ORDER      -  FIRST     CLASS II
 QK0450
 QK0450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0450  Standards:
 QK0450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0450  -------------------------------------------------------------------
 QK0450  NETWORK    1.87   3.02           0.87   0.60   1.54     -0.11499785
 QK0450  -------------------------------------------------------------------
 QK0450  Click here for local accuracies and other accuracy information.
 QK0450
 QK0450.The horizontal coordinates were established by GPS observations
 QK0450.and adjusted by the National Geodetic Survey in June 2012.
 QK0450
 QK0450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0450.been affixed to the stable North American tectonic plate. See 
 QK0450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0450
 QK0450.The horizontal coordinates are valid at the epoch date displayed above
 QK0450.which is a decimal equivalence of Year/Month/Day.
 QK0450
 QK0450.The orthometric height was determined by differential leveling and
 QK0450.adjusted by the NATIONAL GEODETIC SURVEY
 QK0450.in June 1991.
 QK0450
 QK0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0450.GEOID18 height accuracy estimate available here.
 QK0450
 QK0450.Click photographs - Photos may exist for this station.
 QK0450
 QK0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0450
 QK0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0450
 QK0450.The ellipsoidal height was determined by GPS observations
 QK0450.and is referenced to NAD 83.
 QK0450
 QK0450.The dynamic height is computed by dividing the NAVD 88
 QK0450.geopotential number by the normal gravity value computed on the
 QK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0450.degrees latitude (g = 980.6199 gals.).
 QK0450
 QK0450.The modeled gravity was interpolated from observed gravity values.
 QK0450
 QK0450. The following values were computed from the NAD 83(2011) position.
 QK0450
 QK0450;                    North         East     Units Scale Factor Converg.
 QK0450;SPC MI C     -   227,120.153 5,947,608.189   MT  0.99993894   -0 28 20.6
 QK0450;SPC MI C     -   745,144.86 19,513,150.23   iFT  0.99993894   -0 28 20.6
 QK0450;UTM  16      - 5,024,667.277   653,873.188   MT  0.99989112   +1 23 53.3
 QK0450
 QK0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0450!SPC MI C     -   0.99997443  x   0.99993894  =   0.99991337
 QK0450!UTM  16      -   0.99997443  x   0.99989112  =   0.99986555
 QK0450
 QK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5387324667(NAD 83)
 QK0450
 QK0450                          SUPERSEDED SURVEY CONTROL
 QK0450
 QK0450  NAD 83(2007)-  45 21 31.03443(N)    085 02 07.35166(W) AD(2002.00) 0
 QK0450  ELLIP H (02/10/07)  163.136  (m)                       GP(2002.00)    
 QK0450  ELLIP H (07/17/02)  163.156  (m)                       GP(       ) 4 1
 QK0450  NAD 83(1994)-  45 21 31.03346(N)    085 02 07.35177(W) AD(       ) 1
 QK0450  ELLIP H (02/03/97)  163.156  (m)                       GP(       ) 4 1
 QK0450  NAD 83(1986)-  45 21 31.02917(N)    085 02 07.35885(W) AD(       ) 1
 QK0450  NAD 83(1986)-  45 21 31.01890(N)    085 02 07.34460(W) AD(       ) 3
 QK0450  NAVD 88             198.34   (m)          650.7    (f) LEVELING    3  
 QK0450  NGVD 29             198.42   (m)          651.0    (f) LEVELING    3  
 QK0450
 QK0450.Superseded values are not recommended for survey control.
 QK0450
 QK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0450.See file dsdata.pdf to determine how the superseded data were derived.
 QK0450
 QK0450_MARKER: DV = VERTICAL CONTROL DISK
 QK0450_SETTING: 66 = SET IN ROCK OUTCROP
 QK0450_STAMPING: F 311 1984
 QK0450_MARK LOGO: NGS
 QK0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0450+STABILITY: POSITION/ELEVATION WELL
 QK0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0450+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 QK0450
 QK0450  HISTORY     - Date     Condition        Report By
 QK0450  HISTORY     - 1984     MONUMENTED       NGS
 QK0450  HISTORY     - 19890403 GOOD             NGS
 QK0450  HISTORY     - 19910708 GOOD             NGS
 QK0450  HISTORY     - 19930622 GOOD             NOS
 QK0450  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0450  HISTORY     - 20041209 MARK NOT FOUND   ROWEIN
 QK0450
 QK0450                          STATION DESCRIPTION
 QK0450
 QK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0450'5.6 KM (3.5 MI) SW FROM PETOSKEY.
 QK0450'THE MARK IS 0.8 M BELOW CENTERLINE OF HIGHWAY.
 QK0450'5.6 KM (3.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0450'U.S. HIGHWAY 131 IN PETOSKEY, 0.2 KM (0.1 MI) EAST OF A PAVED ROAD
 QK0450'LEADING SOUTH (TOWNSEND ROAD), SET ONE FOOT NORTHEAST FROM THE EDGE OF
 QK0450'A THREE BY THREE OUTCROP FLUSH WITH THE GROUND, 18.8 METERS (61.7 FT)
 QK0450'NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.4 METERS (63.8 FT) SOUTH OF
 QK0450'THE SOUTH RAIL OF THE RAILROAD, 10.9 METERS (36.0 FT) WEST OF THE
 QK0450'CENTER OF A GRAVEL ROAD LEADING NORTH, AND 10.7 METERS (35.3 FT) EAST
 QK0450'OF A POWERLINE POLE.
 QK0450'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QK0450
 QK0450                          STATION RECOVERY (1989)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0450'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTHEAST OF
 QK0450'CHARLEVOIX, 16.7 KM (10.40 MI) NORTH-NORTHWEST OF BOYNE CITY AND 5.5
 QK0450'KM (3.40 MI) WEST OF PETOSKEY.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 QK0450'TRANSPORTATION.
 QK0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0450'SOUTHWEST PETOSKEY, GO WESTERLY ON HIGHWAY 31 FOR 5.46 KM (3.40 MI) TO
 QK0450'THE STATION ON THE RIGHT, 0.19 KM (0.10 MI) EAST OF THE JUNCTION OF
 QK0450'TOWNSEND ROAD.
 QK0450'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE
 QK0450'SOUTHWEST 1/4 OF A 1X1 METER EXPOSED AREA OF BEDROCK.  LOCATED 19.4 M
 QK0450'(63.6 FT) SOUTH OF THE NEAR RAIL, 18.8 M (61.7 FT) NORTH OF THE
 QK0450'CENTERLINE OF HIGHWAY 31, 10.9 M (35.8 FT) WEST OF THE CENTER OF A
 QK0450'GRAVEL ENTRANCE ROAD, 10.7 M (35.1 FT) EAST OF UTILITY POLE NUMBER PY2
 QK0450'168 15 AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 QK0450'DESCRIBED BY E.J. HANSMANN.
 QK0450
 QK0450                          STATION RECOVERY (1991)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0450'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHEAST OF
 QK0450'CHARLEVOIX, 16.7 KM (10.4 MI) NORTH-NORTHWEST OF BOYNE CITY AND 5.5
 QK0450'KM (3.4 MI) WEST OF PETOSKEY.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 QK0450'TRANSPORTATION.
 QK0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0450'SOUTHWEST PETOSKEY, GO WESTERLY ON HIGHWAY 31 FOR 5.46 KM (3.39 MI)
 QK0450'TO THE STATION ON THE RIGHT, 0.19 KM (0.12 MI) EAST OF THE JUNCTION OF
 QK0450'TOWNSEND ROAD.
 QK0450'DISK IS SET IN THE SOUTHWEST 1/4 OF A 1X1 METER EXPOSED AREA OF
 QK0450'BEDROCK. LOCATED 18.8 M (61.7 FT) NORTH OF THE CENTER OF HIGHWAY 31,
 QK0450'10.9 M (35.8 FT) WEST OF THE CENTER OF A GRAVEL ENTRANCE ROAD, 10.7 M
 QK0450'(35.1 FT) EAST OF UTILITY POLE NUMBER PY2 168 15 AND 0.3 M (1.0 FT)
 QK0450'SOUTH OF A CARSONITE WITNESS POST.
 QK0450
 QK0450                          STATION RECOVERY (1993)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0450'RECOVERED IN GOOD CONDITION.
 QK0450
 QK0450                          STATION RECOVERY (1996)
 QK0450
 QK0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0450'MARK NOT FOUND.
 QK0450
 QK0450                          STATION RECOVERY (2004)
 QK0450
 QK0450'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0450'NEW CONSTRUCTION IN AREA OF MARK LOCATION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0481 ***********************************************************************
 QK0481  DESIGNATION -  F 312
 QK0481  PID         -  QK0481
 QK0481  STATE/COUNTY-  MI/ANTRIM
 QK0481  COUNTRY     -  US
 QK0481  USGS QUAD   -  ATWOOD (2017)
 QK0481
 QK0481                         *CURRENT SURVEY CONTROL
 QK0481  ______________________________________________________________________
 QK0481* NAD 83(1986) POSITION- 45 10 09.3    (N) 085 20 42.4    (W)   HD_HELD2
 QK0481* NAVD 88 ORTHO HEIGHT -   248.097 (meters)      813.96  (feet) ADJUSTED
 QK0481  ______________________________________________________________________
 QK0481  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 QK0481  DYNAMIC HEIGHT  -        248.093 (meters)      813.95  (feet) COMP
 QK0481  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 QK0481
 QK0481  VERT ORDER      -  FIRST     CLASS II
 QK0481
 QK0481.The horizontal coordinates were established by autonomous hand held GPS
 QK0481.observations and have an estimated accuracy of +/- 10 meters.
 QK0481
 QK0481.The orthometric height was determined by differential leveling and
 QK0481.adjusted by the NATIONAL GEODETIC SURVEY
 QK0481.in June 1991.
 QK0481
 QK0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0481.GEOID18 height accuracy estimate available here.
 QK0481
 QK0481.Click photographs - Photos may exist for this station.
 QK0481
 QK0481.The dynamic height is computed by dividing the NAVD 88
 QK0481.geopotential number by the normal gravity value computed on the
 QK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0481.degrees latitude (g = 980.6199 gals.).
 QK0481
 QK0481.The modeled gravity was interpolated from observed gravity values.
 QK0481
 QK0481;                    North         East    Units  Estimated Accuracy
 QK0481;SPC MI C     -   206,324.    5,923,088.      MT  (+/- 10 meters HH2 GPS)
 QK0481
 QK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3004503084(NAD 83)
 QK0481
 QK0481                          SUPERSEDED SURVEY CONTROL
 QK0481
 QK0481.No superseded survey control is available for this station.
 QK0481
 QK0481_MARKER: I = METAL ROD
 QK0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0481_STAMPING: F 312 1984
 QK0481_MARK LOGO: NGS
 QK0481_PROJECTION: FLUSH
 QK0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0481+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 QK0481_ROD/PIPE-DEPTH: 4.70 meters
 QK0481
 QK0481  HISTORY     - Date     Condition        Report By
 QK0481  HISTORY     - 1984     MONUMENTED       NGS
 QK0481  HISTORY     - 19950528 GOOD             USPSQD
 QK0481  HISTORY     - 19991118 GOOD             USPSQD
 QK0481  HISTORY     - 20040530 GOOD             USPSQD
 QK0481  HISTORY     - 20061021 GOOD             USPSQD
 QK0481  HISTORY     - 20061128 GOOD             USPSQD
 QK0481  HISTORY     - 20110416 GOOD             GEOCAC
 QK0481
 QK0481                          STATION DESCRIPTION
 QK0481
 QK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0481'19.6 KM (12.3 MI) SOUTH FROM CHARLEVOIX.
 QK0481'19.6 KM (12.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0481'IN CHARLEVOIX, 0.24 KM (0.15 MI) SOUTH OF ANTRIM DELLS ROAD LEADING
 QK0481'WEST, 22.8 METERS (75.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QK0481'19.0 METERS (62.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 QK0481'11.4 METERS (37.5 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 QK0481'7.6 METERS (25.0 FT) SOUTH OF A 48-INCH POPLAR TREE AND 0.7 METER
 QK0481'(2.4 FT) EAST OF POWERLINE POLE NUMBER EPI 77A.
 QK0481'THE MARK IS 1.00 METERS  E FROM A WITNESS POST.
 QK0481'THE MARK IS 1.80 M BELOW HIGHWAY.
 QK0481
 QK0481                          STATION RECOVERY (1995)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (1999)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (2004)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (2006)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (2006)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 2006 (JVS)
 QK0481'IN DESC. CHGN. NORTHWEST TO SOUTH OF THE SOUTHWEST CORNER OF A HOUSE,
 QK0481
 QK0481                          STATION RECOVERY (2011)
 QK0481
 QK0481'RECOVERY NOTE BY GEOCACHING 2011 (CYC)
 QK0481'RECOVERED IN GOOD CONDITION AT N45 10.155 W85 20.707
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0365 ***********************************************************************
 PL0365  DESIGNATION -  F 313
 PL0365  PID         -  PL0365
 PL0365  STATE/COUNTY-  MI/ANTRIM
 PL0365  COUNTRY     -  US
 PL0365  USGS QUAD   -  ELK RAPIDS (2017)
 PL0365
 PL0365                         *CURRENT SURVEY CONTROL
 PL0365  ______________________________________________________________________
 PL0365* NAD 83(1986) POSITION- 44 53 46.0    (N) 085 24 34.7    (W)   HD_HELD2
 PL0365* NAVD 88 ORTHO HEIGHT -   180.470 (meters)      592.09  (feet) ADJUSTED
 PL0365  ______________________________________________________________________
 PL0365  GEOID HEIGHT    -        -34.470 (meters)                     GEOID18
 PL0365  DYNAMIC HEIGHT  -        180.462 (meters)      592.07  (feet) COMP
 PL0365  MODELED GRAVITY -    980,568.6   (mgal)                       NAVD 88
 PL0365
 PL0365  VERT ORDER      -  FIRST     CLASS II
 PL0365
 PL0365.The horizontal coordinates were established by autonomous hand held GPS
 PL0365.observations and have an estimated accuracy of +/- 10 meters.
 PL0365
 PL0365.The orthometric height was determined by differential leveling and
 PL0365.adjusted by the NATIONAL GEODETIC SURVEY
 PL0365.in June 1991.
 PL0365
 PL0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0365.GEOID18 height accuracy estimate available here.
 PL0365
 PL0365.Click photographs - Photos may exist for this station.
 PL0365
 PL0365.The dynamic height is computed by dividing the NAVD 88
 PL0365.geopotential number by the normal gravity value computed on the
 PL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0365.degrees latitude (g = 980.6199 gals.).
 PL0365
 PL0365.The modeled gravity was interpolated from observed gravity values.
 PL0365
 PL0365;                    North         East    Units  Estimated Accuracy
 PL0365;SPC MI C     -   176,037.    5,917,626.      MT  (+/- 10 meters HH2 GPS)
 PL0365
 PL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2557172639(NAD 83)
 PL0365
 PL0365                          SUPERSEDED SURVEY CONTROL
 PL0365
 PL0365.No superseded survey control is available for this station.
 PL0365
 PL0365_MARKER: I = METAL ROD
 PL0365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0365_STAMPING: F 313 1984
 PL0365_MARK LOGO: NGS
 PL0365_PROJECTION: RECESSED 4 CENTIMETERS
 PL0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0365+STABILITY: POSITION/ELEVATION WELL
 PL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0365+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 PL0365_ROD/PIPE-DEPTH: 13.4 meters
 PL0365_SLEEVE-DEPTH  : 3.0 meters
 PL0365
 PL0365  HISTORY     - Date     Condition        Report By
 PL0365  HISTORY     - 1984     MONUMENTED       NGS
 PL0365  HISTORY     - 19950528 GOOD             USPSQD
 PL0365  HISTORY     - 20010801 GOOD             NGS
 PL0365  HISTORY     - 20030301 GOOD             USPSQD
 PL0365  HISTORY     - 20061124 GOOD             USPSQD
 PL0365
 PL0365                          STATION DESCRIPTION
 PL0365
 PL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0365'0.3 KM (0.2 MI) SW FROM ELK RAPIDS.
 PL0365'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0365'RIVER STREET IN ELK RAPIDS, AT THE CHAMBER OF COMMERCE BUILDING EAST,
 PL0365'31.1 METERS (102.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0365'5.3 METERS (17.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAMBER
 PL0365'OF COMMERCE BUILDING, 3.3 METERS (11.0 FT) NORTH OF A LARGE ORNAMENT
 PL0365'SWAN, AND 4.8 METERS (16.0 FT) EAST OF THE EAST EDGE OF THE PARKING
 PL0365'AREA.
 PL0365'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0365
 PL0365                          STATION RECOVERY (1995)
 PL0365
 PL0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0365'RECOVERED IN GOOD CONDITION.
 PL0365
 PL0365                          STATION RECOVERY (2001)
 PL0365
 PL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0365'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0365
 PL0365                          STATION RECOVERY (2003)
 PL0365
 PL0365'RECOVERY NOTE BY US POWER SQUADRON 2003 (BFV)
 PL0365'RECOVERED IN GOOD CONDITION.
 PL0365
 PL0365                          STATION RECOVERY (2006)
 PL0365
 PL0365'RECOVERY NOTE BY US POWER SQUADRON 2006 (JVS)
 PL0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0401 ***********************************************************************
 PL0401  DESIGNATION -  F 314
 PL0401  PID         -  PL0401
 PL0401  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0401  COUNTRY     -  US
 PL0401  USGS QUAD   -  LAKE ANN (2017)
 PL0401
 PL0401                         *CURRENT SURVEY CONTROL
 PL0401  ______________________________________________________________________
 PL0401* NAD 83(1986) POSITION- 44 39 30.     (N) 085 45 08.     (W)   SCALED
 PL0401* NAVD 88 ORTHO HEIGHT -   257.844 (meters)      845.94  (feet) ADJUSTED
 PL0401  ______________________________________________________________________
 PL0401  GEOID HEIGHT    -        -34.717 (meters)                     GEOID18
 PL0401  DYNAMIC HEIGHT  -        257.817 (meters)      845.85  (feet) COMP
 PL0401  MODELED GRAVITY -    980,508.1   (mgal)                       NAVD 88
 PL0401
 PL0401  VERT ORDER      -  FIRST     CLASS II
 PL0401
 PL0401.The horizontal coordinates were scaled from a map and have
 PL0401.an estimated accuracy of +/- 6 seconds.
 PL0401
 PL0401.The orthometric height was determined by differential leveling and
 PL0401.adjusted by the NATIONAL GEODETIC SURVEY
 PL0401.in June 1991.
 PL0401
 PL0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0401.GEOID18 height accuracy estimate available here.
 PL0401
 PL0401.Click photographs - Photos may exist for this station.
 PL0401
 PL0401.The dynamic height is computed by dividing the NAVD 88
 PL0401.geopotential number by the normal gravity value computed on the
 PL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0401.degrees latitude (g = 980.6199 gals.).
 PL0401
 PL0401.The modeled gravity was interpolated from observed gravity values.
 PL0401
 PL0401;                    North         East    Units  Estimated Accuracy
 PL0401;SPC MI C     -   150,030.    5,890,120.      MT  (+/- 180 meters Scaled)
 PL0401
 PL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ989457(NAD 83)
 PL0401
 PL0401                          SUPERSEDED SURVEY CONTROL
 PL0401
 PL0401.No superseded survey control is available for this station.
 PL0401
 PL0401_MARKER: I = METAL ROD
 PL0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0401_STAMPING: F 314 1984
 PL0401_MARK LOGO: NGS
 PL0401_PROJECTION: FLUSH
 PL0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0401_ROD/PIPE-DEPTH: 21.9 meters
 PL0401
 PL0401  HISTORY     - Date     Condition        Report By
 PL0401  HISTORY     - 1984     MONUMENTED       NGS
 PL0401  HISTORY     - 19971029 GOOD             USPSQD
 PL0401
 PL0401                          STATION DESCRIPTION
 PL0401
 PL0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0401'3.0 KM (1.9 MI) EAST FROM INTERLOCHEN.
 PL0401'1.76 KM (1.1 MI) NORTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0401'AT INTERLOCHEN, THENCE 1.28 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 31,
 PL0401'15.0 METERS (49.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0401'91.4 METERS (300.0 FT) WEST OF THE WEST END OF THE HIGHWAY 31 CONCRETE
 PL0401'BRIDGE, 14.9 METERS (49.0 FT) SOUTHEAST OF THE SOUTHEAST END OF A 24
 PL0401'BY 24 FEET CONCRETE SLAB, AND 10.8 METERS (35.5 FT) EAST OF THE
 PL0401'CENTERLINE OF THE EAST ONE OF TWO GRAVEL DRIVES LEADING NORTH.
 PL0401'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PL0401'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0401
 PL0401                          STATION RECOVERY (1997)
 PL0401
 PL0401'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0294 ***********************************************************************
 OL0294  DESIGNATION -  F 315
 OL0294  PID         -  OL0294
 OL0294  STATE/COUNTY-  MI/MASON
 OL0294  COUNTRY     -  US
 OL0294  USGS QUAD   -  SCOTTVILLE (2017)
 OL0294
 OL0294                         *CURRENT SURVEY CONTROL
 OL0294  ______________________________________________________________________
 OL0294* NAD 83(1986) POSITION- 43 57 20.84   (N) 086 21 33.43   (W)   HD_HELD1
 OL0294* NAVD 88 ORTHO HEIGHT -   200.065 (meters)      656.38  (feet) ADJUSTED
 OL0294  ______________________________________________________________________
 OL0294  GEOID HEIGHT    -        -35.223 (meters)                     GEOID18
 OL0294  DYNAMIC HEIGHT  -        200.030 (meters)      656.27  (feet) COMP
 OL0294  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 OL0294  OBS GRAVITY     -    980,439.3   (mgal)                       GRAV_OBS
 OL0294
 OL0294  VERT ORDER      -  FIRST     CLASS II
 OL0294
 OL0294.The horizontal coordinates were determined by differentially corrected
 OL0294.hand held GPS observations or other comparable positioning techniques
 OL0294.and have an estimated accuracy of +/- 3 meters.
 OL0294
 OL0294.The orthometric height was determined by differential leveling and
 OL0294.adjusted by the NATIONAL GEODETIC SURVEY
 OL0294.in June 1991.
 OL0294
 OL0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0294.GEOID18 height accuracy estimate available here.
 OL0294
 OL0294.Click photographs - Photos may exist for this station.
 OL0294
 OL0294.The dynamic height is computed by dividing the NAVD 88
 OL0294.geopotential number by the normal gravity value computed on the
 OL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0294.degrees latitude (g = 980.6199 gals.).
 OL0294
 OL0294.The modeled gravity was interpolated from observed gravity values.
 OL0294
 OL0294.The observed gravity was obtained from relative gravimeter ties
 OL0294.to the IGSN71 gravity network.
 OL0294
 OL0294;                    North         East    Units  Estimated Accuracy
 OL0294;SPC MI C     -    72,986.9   5,840,067.5     MT  (+/- 3 meters HH1 GPS) 
 OL0294
 OL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5140667161(NAD 83)
 OL0294
 OL0294                          SUPERSEDED SURVEY CONTROL
 OL0294
 OL0294.No superseded survey control is available for this station.
 OL0294
 OL0294_MARKER: I = METAL ROD
 OL0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0294_STAMPING: F 315 1984
 OL0294_MARK LOGO: NGS
 OL0294_PROJECTION: FLUSH
 OL0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0294+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 OL0294_ROD/PIPE-DEPTH: 16.6 meters
 OL0294
 OL0294  HISTORY     - Date     Condition        Report By
 OL0294  HISTORY     - 1984     MONUMENTED       NGS
 OL0294  HISTORY     - 20031010 GOOD             USPSQD
 OL0294
 OL0294                          STATION DESCRIPTION
 OL0294
 OL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0294'6.9 KM (4.3 MI) WEST FROM SCOTTVILLE.
 OL0294'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0294'SCOTTVILLE, THENCE 6.5 KM (4.05 MI) WEST ALONG U.S. HIGHWAY 10, AT A
 OL0294'HIGH TENSION POWERLINE CROSSING, ALSO 6.9 KM (4.3 MI) EAST ALONG U.S.
 OL0294'HIGHWAY 10 FROM THE POST OFFICE IN LUDINGTON, 20.72 METERS (68.0 FT)
 OL0294'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33.52 METERS (110.0 FT) EAST
 OL0294'OF THE NORTH END OF THE LUDINGTON BANK AND TRUST COMPANY SIGN,
 OL0294'0.91 METERS (3.0 FT) EAST OF POWERLINE POLE NUMBER 207 WITH FOUR GUY
 OL0294'WIRES TO THE EAST, AND 5.79 METERS (19.0 FT) WEST OF A GUY WIRE
 OL0294'ANCHOR.  NOTE, ROD DRIVEN TO REFUSAL.
 OL0294'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 OL0294'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0294
 OL0294                          STATION RECOVERY (2003)
 OL0294
 OL0294'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0339 ***********************************************************************
 OL0339  DESIGNATION -  F 316
 OL0339  PID         -  OL0339
 OL0339  STATE/COUNTY-  MI/OCEANA
 OL0339  COUNTRY     -  US
 OL0339  USGS QUAD   -  SHELBY (2017)
 OL0339
 OL0339                         *CURRENT SURVEY CONTROL
 OL0339  ______________________________________________________________________
 OL0339* NAD 83(1986) POSITION- 43 32 10.     (N) 086 20 53.     (W)   SCALED
 OL0339* NAVD 88 ORTHO HEIGHT -   226.519 (meters)      743.17  (feet) ADJUSTED
 OL0339  ______________________________________________________________________
 OL0339  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 OL0339  DYNAMIC HEIGHT  -        226.475 (meters)      743.03  (feet) COMP
 OL0339  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 OL0339
 OL0339  VERT ORDER      -  FIRST     CLASS II
 OL0339
 OL0339.The horizontal coordinates were scaled from a map and have
 OL0339.an estimated accuracy of +/- 6 seconds.
 OL0339
 OL0339.The orthometric height was determined by differential leveling and
 OL0339.adjusted by the NATIONAL GEODETIC SURVEY
 OL0339.in June 1991.
 OL0339
 OL0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0339.GEOID18 height accuracy estimate available here.
 OL0339
 OL0339.Click photographs - Photos may exist for this station.
 OL0339
 OL0339.The dynamic height is computed by dividing the NAVD 88
 OL0339.geopotential number by the normal gravity value computed on the
 OL0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0339.degrees latitude (g = 980.6199 gals.).
 OL0339
 OL0339.The modeled gravity was interpolated from observed gravity values.
 OL0339
 OL0339;                    North         East    Units  Estimated Accuracy
 OL0339;SPC MI S     -   228,060.    3,839,870.      MT  (+/- 180 meters Scaled)
 OL0339
 OL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP526205(NAD 83)
 OL0339
 OL0339                          SUPERSEDED SURVEY CONTROL
 OL0339
 OL0339.No superseded survey control is available for this station.
 OL0339
 OL0339_MARKER: I = METAL ROD
 OL0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0339_STAMPING: F 316 1984
 OL0339_MARK LOGO: NGS
 OL0339_PROJECTION: FLUSH
 OL0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0339_ROD/PIPE-DEPTH: 32.9 meters
 OL0339
 OL0339  HISTORY     - Date     Condition        Report By
 OL0339  HISTORY     - 1984     MONUMENTED       NGS
 OL0339  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0339  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0339  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0339  HISTORY     - 20210818 MARK NOT FOUND   MIDT
 OL0339
 OL0339                          STATION DESCRIPTION
 OL0339
 OL0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0339'2.6 KM (1.65 MI) SOUTH FROM NEW ERA.
 OL0339'2.6 KM (1.65 MI) SOUTH ALONG OCEANA DRIVE FROM THE POST OFFICE IN NEW
 OL0339'ERA, AT A POWERLINE POLE NUMBERED 66 WITH A LARGE TRANSFORMER ON THE
 OL0339'WEST SIDE OF THE HIGHWAY, 0.7 KM (0.45 MI) NORTH OF THE CLEVELAND
 OL0339'CROSSROAD, 21.82 METERS (71.6 FT) WEST OF THE CENTER OF OCEANA DRIVE,
 OL0339'AND 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF THE POWERLINE POLE NUMBERED
 OL0339'66.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0339'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 OL0339'THE MARK IS 0.2 M ABOVE HIGHWAY.
 OL0339
 OL0339                          STATION RECOVERY (1994)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0339'MARK NOT FOUND.
 OL0339
 OL0339                          STATION RECOVERY (2001)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0339'MARK NOT FOUND.
 OL0339
 OL0339                          STATION RECOVERY (2004)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0339'MARK NOT FOUND.
 OL0339
 OL0339                          STATION RECOVERY (2021)
 OL0339
 OL0339'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 OL0339'POWER LINE POLE 66 NOT FOUND.  CONSTRUCTION IN THE AREA MAY HAVE
 OL0339'DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0370 ***********************************************************************
 OL0370  DESIGNATION -  F 317
 OL0370  PID         -  OL0370
 OL0370  STATE/COUNTY-  MI/MUSKEGON
 OL0370  COUNTRY     -  US
 OL0370  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0370
 OL0370                         *CURRENT SURVEY CONTROL
 OL0370  ______________________________________________________________________
 OL0370* NAD 83(1986) POSITION- 43 11 02.     (N) 086 13 23.     (W)   SCALED
 OL0370* NAVD 88 ORTHO HEIGHT -   177.956 (meters)      583.84  (feet) ADJUSTED
 OL0370  ______________________________________________________________________
 OL0370  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 OL0370  DYNAMIC HEIGHT  -        177.918 (meters)      583.72  (feet) COMP
 OL0370  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 OL0370
 OL0370  VERT ORDER      -  FIRST     CLASS II
 OL0370
 OL0370.The horizontal coordinates were scaled from a map and have
 OL0370.an estimated accuracy of +/- 6 seconds.
 OL0370
 OL0370.The orthometric height was determined by differential leveling and
 OL0370.adjusted by the NATIONAL GEODETIC SURVEY
 OL0370.in June 1991.
 OL0370
 OL0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0370.GEOID18 height accuracy estimate available here.
 OL0370
 OL0370.Click photographs - Photos may exist for this station.
 OL0370
 OL0370.The dynamic height is computed by dividing the NAVD 88
 OL0370.geopotential number by the normal gravity value computed on the
 OL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0370.degrees latitude (g = 980.6199 gals.).
 OL0370
 OL0370.The modeled gravity was interpolated from observed gravity values.
 OL0370
 OL0370;                    North         East    Units  Estimated Accuracy
 OL0370;SPC MI S     -   188,710.    3,849,110.      MT  (+/- 180 meters Scaled)
 OL0370
 OL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN631815(NAD 83)
 OL0370
 OL0370                          SUPERSEDED SURVEY CONTROL
 OL0370
 OL0370.No superseded survey control is available for this station.
 OL0370
 OL0370_MARKER: DV = VERTICAL CONTROL DISK
 OL0370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0370_SP_SET: BRIDGE ABUTMENT
 OL0370_STAMPING: F 317 1984
 OL0370_MARK LOGO: NGS
 OL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0370+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2021
 OL0370
 OL0370  HISTORY     - Date     Condition        Report By
 OL0370  HISTORY     - 1984     MONUMENTED       NGS
 OL0370  HISTORY     - 19940720 GOOD             USPSQD
 OL0370  HISTORY     - 20111006 GOOD             HEI
 OL0370  HISTORY     - 20120611 GOOD             MIDT
 OL0370  HISTORY     - 20210811 GOOD             SPICE
 OL0370
 OL0370                          STATION DESCRIPTION
 OL0370
 OL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0370'2.8 KM (1.75 MI) SE FROM MUSKEGON HEIGHTS.
 OL0370'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0370'HEIGHTS, THENCE 2.5 KM (1.55 MI) SOUTHEAST ALONG AIRLINE ROAD, AT A
 OL0370'CONCRETE BRIDGE OVER BLACK CREEK, SET IN TOP OF THE SOUTHWEST END OF
 OL0370'THE SOUTHEAST ABUTMENT, ABOUT 0.9 METER (3.0 FT) LOWER THAN AIRLINE
 OL0370'ROAD, 8.77 METERS (28.8 FT) SOUTHWEST OF THE CENTERLINE OF AIRLINE
 OL0370'ROAD, 0.48 METERS (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OL0370'SOUTHEAST ABUTMENT, AND 0.36 METERS (1.2 FT) SOUTHEAST OF THE
 OL0370'NORTHWEST FACE OF THE SOUTHEAST ABUTMENT.
 OL0370'THE MARK IS 0.9 M BELOW AIRLINE ROAD.
 OL0370
 OL0370                          STATION RECOVERY (1994)
 OL0370
 OL0370'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0370'RECOVERED IN GOOD CONDITION.
 OL0370
 OL0370                          STATION RECOVERY (2011)
 OL0370
 OL0370'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2011 (JLW)
 OL0370'RECOVERED IN GOOD CONDITION.
 OL0370
 OL0370                          STATION RECOVERY (2012)
 OL0370
 OL0370'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OL0370'RECOVERED IN GOOD CONDITION.
 OL0370'
 OL0370'NOTE-SHOULD BE AIRLINE HIGHWAY AND NOT AIRLINE ROAD.
 OL0370
 OL0370                          STATION RECOVERY (2021)
 OL0370
 OL0370'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2021 (JD)
 OL0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0281 ***********************************************************************
 PM0281  DESIGNATION -  F 318
 PM0281  PID         -  PM0281
 PM0281  STATE/COUNTY-  MI/MASON
 PM0281  COUNTRY     -  US
 PM0281  USGS QUAD   -  KINGS CORNERS (2017)
 PM0281
 PM0281                         *CURRENT SURVEY CONTROL
 PM0281  ______________________________________________________________________
 PM0281* NAD 83(1986) POSITION- 44 06 26.     (N) 086 15 06.     (W)   SCALED
 PM0281* NAVD 88 ORTHO HEIGHT -   219.716 (meters)      720.85  (feet) ADJUSTED
 PM0281  ______________________________________________________________________
 PM0281  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 PM0281  DYNAMIC HEIGHT  -        219.683 (meters)      720.74  (feet) COMP
 PM0281  MODELED GRAVITY -    980,463.2   (mgal)                       NAVD 88
 PM0281
 PM0281  VERT ORDER      -  FIRST     CLASS II
 PM0281
 PM0281.The horizontal coordinates were scaled from a map and have
 PM0281.an estimated accuracy of +/- 6 seconds.
 PM0281
 PM0281.The orthometric height was determined by differential leveling and
 PM0281.adjusted by the NATIONAL GEODETIC SURVEY
 PM0281.in June 1991.
 PM0281
 PM0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0281.GEOID18 height accuracy estimate available here.
 PM0281
 PM0281.Click photographs - Photos may exist for this station.
 PM0281
 PM0281.The dynamic height is computed by dividing the NAVD 88
 PM0281.geopotential number by the normal gravity value computed on the
 PM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0281.degrees latitude (g = 980.6199 gals.).
 PM0281
 PM0281.The modeled gravity was interpolated from observed gravity values.
 PM0281
 PM0281;                    North         East    Units  Estimated Accuracy
 PM0281;SPC MI C     -    89,600.    5,849,100.      MT  (+/- 180 meters Scaled)
 PM0281
 PM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP598840(NAD 83)
 PM0281
 PM0281                          SUPERSEDED SURVEY CONTROL
 PM0281
 PM0281.No superseded survey control is available for this station.
 PM0281
 PM0281_MARKER: I = METAL ROD
 PM0281_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0281_STAMPING: F 318 1984
 PM0281_MARK LOGO: NGS
 PM0281_PROJECTION: RECESSED 5 CENTIMETERS
 PM0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0281+STABILITY: POSITION/ELEVATION WELL
 PM0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0281+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 PM0281_ROD/PIPE-DEPTH: 9.1 meters
 PM0281_SLEEVE-DEPTH  : 3.0 meters
 PM0281
 PM0281  HISTORY     - Date     Condition        Report By
 PM0281  HISTORY     - 1984     MONUMENTED       NGS
 PM0281  HISTORY     - 19961118 GOOD             USPSQD
 PM0281  HISTORY     - 20010815 GOOD             NGS
 PM0281  HISTORY     - 20021009 GOOD             USPSQD
 PM0281  HISTORY     - 20051013 GOOD             USPSQD
 PM0281
 PM0281                          STATION DESCRIPTION
 PM0281
 PM0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0281'2.9 KM (1.8 MI) WEST FROM FREESOIL.
 PM0281'2.9 KM (1.8 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 PM0281'FREESOIL, AT THE SOUTH EDGE OF THE MAPLE GROVE CEMETERY, ALSO 2.3 KM
 PM0281'(1.45 MI) EAST OF U.S. HIGHWAY 31 ALONG FREESOIL ROAD, 11.8 METERS
 PM0281'(38.8 FT) NORTH OF THE CENTERLINE OF THE ROAD, 5.3 METERS (17.3 FT)
 PM0281'SOUTHWEST OF THE SOUTHWEST CORNER OF A HEADSTONE (LINEBERG),
 PM0281'11.2 METERS (36.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE
 PM0281'(SKONLKORN), 18.9 METERS (62.0 FT) WEST OF THE APPROXIMATE CENTER OF
 PM0281'THE EASTERNMOST CEMETERY DRIVE, 8.5 METERS (41.0 FT) EAST OF A 40-INCH
 PM0281'OAK TREE, AND 2.4 METERS (7.9 FT) WEST OF THE WEST SUPPORT POST OF THE
 PM0281'CEMETERY SIGN.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 PM0281'THE MARK IS 0.61 M ABOVE ROAD.
 PM0281
 PM0281                          STATION RECOVERY (1996)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0281'RECOVERED IN GOOD CONDITION.
 PM0281
 PM0281                          STATION RECOVERY (2001)
 PM0281
 PM0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0281
 PM0281                          STATION RECOVERY (2002)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 PM0281'RECOVERED IN GOOD CONDITION.
 PM0281
 PM0281                          STATION RECOVERY (2005)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0281'DESCRIPTION NOT 36.9 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PM0281'HEADSTONE BY 37.5 FT E-SE OF (SKONLKORN) AND NOT 7.9 FT WEST OF THE
 PM0281'WEST SUPPORT POST BY 5 FT W OF THE WEST SUPPORT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0422 ***********************************************************************
 NG0422  DESIGNATION -  F 319
 NG0422  PID         -  NG0422
 NG0422  STATE/COUNTY-  MI/ALLEGAN
 NG0422  COUNTRY     -  US
 NG0422  USGS QUAD   -  HAMILTON WEST (2017)
 NG0422
 NG0422                         *CURRENT SURVEY CONTROL
 NG0422  ______________________________________________________________________
 NG0422* NAD 83(1986) POSITION- 42 40 01.     (N) 086 06 48.     (W)   SCALED
 NG0422* NAVD 88 ORTHO HEIGHT -   220.494 (meters)      723.40  (feet) ADJUSTED
 NG0422  ______________________________________________________________________
 NG0422  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 NG0422  DYNAMIC HEIGHT  -        220.436 (meters)      723.21  (feet) COMP
 NG0422  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 NG0422
 NG0422  VERT ORDER      -  FIRST     CLASS II
 NG0422
 NG0422.The horizontal coordinates were scaled from a map and have
 NG0422.an estimated accuracy of +/- 6 seconds.
 NG0422
 NG0422.The orthometric height was determined by differential leveling and
 NG0422.adjusted by the NATIONAL GEODETIC SURVEY
 NG0422.in June 1991.
 NG0422
 NG0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0422.GEOID18 height accuracy estimate available here.
 NG0422
 NG0422.Click photographs - Photos may exist for this station.
 NG0422
 NG0422.The dynamic height is computed by dividing the NAVD 88
 NG0422.geopotential number by the normal gravity value computed on the
 NG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0422.degrees latitude (g = 980.6199 gals.).
 NG0422
 NG0422.The modeled gravity was interpolated from observed gravity values.
 NG0422
 NG0422;                    North         East    Units  Estimated Accuracy
 NG0422;SPC MI S     -   131,110.    3,856,830.      MT  (+/- 180 meters Scaled)
 NG0422
 NG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN726242(NAD 83)
 NG0422
 NG0422                          SUPERSEDED SURVEY CONTROL
 NG0422
 NG0422.No superseded survey control is available for this station.
 NG0422
 NG0422_MARKER: F = FLANGE-ENCASED ROD
 NG0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0422_STAMPING: F 319 1984
 NG0422_MARK LOGO: NGS
 NG0422_PROJECTION: RECESSED 3 CENTIMETERS
 NG0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0422+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 NG0422_ROD/PIPE-DEPTH: 12.2 meters
 NG0422
 NG0422  HISTORY     - Date     Condition        Report By
 NG0422  HISTORY     - 1984     MONUMENTED       NGS
 NG0422  HISTORY     - 1988     GOOD             USPSQD
 NG0422  HISTORY     - 20120529 GOOD             MIDT
 NG0422
 NG0422                          STATION DESCRIPTION
 NG0422
 NG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0422'7.9 KM (4.95 MI) NORTH FROM FENNVILLE.
 NG0422'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0422'POST OFFICE IN FENNVILLE, THENCE 7.1 KM (4.45 MI) NORTH ALONG 58TH
 NG0422'STREET, AT 134TH AVENUE LEADING WEST AND A GRAVEL DRIVEWAY LEADING
 NG0422'EAST TO A LARGE CHICKEN HOUSE ON THE PROPERTY OF NATE BRINK,
 NG0422'68.27 METERS (224.0 FT) EAST OF THE CENTERLINE OF 58TH STREET,
 NG0422'19.14 METERS (62.8 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER FENCE
 NG0422'POST OF A FENCE AROUND A SWIMMING POOL, 22.55 METERS (74.0 FT)
 NG0422'SOUTHEAST OF A POWERLINE POLE WITH AN ELECTRIC METER ATTACHED,
 NG0422'3.29 METERS (10.8 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NG0422'CHICKEN HOUSE, 1.06 METERS (3.5 FT) WEST OF A STEEL 4 BY 8 INCH I-BEAM
 NG0422'PROJECTING 12 FEET, AND 0.94 METERS (3.1 FT) NORTH OF THE NORTH FACE
 NG0422'OF THE CHICKEN HOUSE.  NOTE, ROD DRIVING RATE MET AND ROD ANCHORED.
 NG0422'THE MARK IS 3.29 METERS  ENE FROM A WITNESS POST.
 NG0422'THE MARK IS 0.6 M ABOVE 58TH STREET.
 NG0422
 NG0422                          STATION RECOVERY (1988)
 NG0422
 NG0422'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0422'RECOVERED IN GOOD CONDITION.
 NG0422
 NG0422                          STATION RECOVERY (2012)
 NG0422
 NG0422'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0422'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0419 ***********************************************************************
 NE0419  DESIGNATION -  F 32
 NE0419  PID         -  NE0419
 NE0419  STATE/COUNTY-  MI/MACOMB
 NE0419  COUNTRY     -  US
 NE0419  USGS QUAD   -  UTICA (2017)
 NE0419
 NE0419                         *CURRENT SURVEY CONTROL
 NE0419  ______________________________________________________________________
 NE0419* NAD 83(1986) POSITION- 42 39 47.96   (N) 083 04 25.12   (W)   HD_HELD1
 NE0419* NAVD 88 ORTHO HEIGHT -   209.705 (meters)      688.01  (feet) ADJUSTED
 NE0419  ______________________________________________________________________
 NE0419  GEOID HEIGHT    -        -34.688 (meters)                     GEOID18
 NE0419  DYNAMIC HEIGHT  -        209.643 (meters)      687.80  (feet) COMP
 NE0419  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NE0419
 NE0419  VERT ORDER      -  FIRST     CLASS II
 NE0419
 NE0419.The horizontal coordinates were determined by differentially corrected
 NE0419.hand held GPS observations or other comparable positioning techniques
 NE0419.and have an estimated accuracy of +/- 3 meters.
 NE0419
 NE0419.The orthometric height was determined by differential leveling and
 NE0419.adjusted by the NATIONAL GEODETIC SURVEY
 NE0419.in June 1991.
 NE0419
 NE0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0419.GEOID18 height accuracy estimate available here.
 NE0419
 NE0419.Click photographs - Photos may exist for this station.
 NE0419
 NE0419.The dynamic height is computed by dividing the NAVD 88
 NE0419.geopotential number by the normal gravity value computed on the
 NE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0419.degrees latitude (g = 980.6199 gals.).
 NE0419
 NE0419.The modeled gravity was interpolated from observed gravity values.
 NE0419
 NE0419;                    North         East    Units  Estimated Accuracy
 NE0419;SPC MI S     -   130,032.6   4,105,994.9     MT  (+/- 3 meters HH1 GPS) 
 NE0419
 NE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3005725512(NAD 83)
 NE0419
 NE0419                          SUPERSEDED SURVEY CONTROL
 NE0419
 NE0419  NGVD 29 (??/??/92)  209.839  (m)          688.45   (f) ADJ UNCH    1 2
 NE0419
 NE0419.Superseded values are not recommended for survey control.
 NE0419
 NE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0419.See file dsdata.pdf to determine how the superseded data were derived.
 NE0419
 NE0419_MARKER: DB = BENCH MARK DISK
 NE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0419_STAMPING: 688.447 F 32 1930
 NE0419_MARK LOGO: CGS
 NE0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0419+STABILITY: SURFACE MOTION
 NE0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0419+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 NE0419
 NE0419  HISTORY     - Date     Condition        Report By
 NE0419  HISTORY     - 1930     MONUMENTED       CGS
 NE0419  HISTORY     - 1934     GOOD             CGS
 NE0419  HISTORY     - 19931115 GOOD             USDA
 NE0419  HISTORY     - 19941115 GOOD             LOCENG
 NE0419  HISTORY     - 19990830 GOOD             USPSQD
 NE0419  HISTORY     - 20050202 GOOD             ROWEIN
 NE0419  HISTORY     - 20060518 GOOD             SPALD
 NE0419
 NE0419                          STATION DESCRIPTION
 NE0419
 NE0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0419'4.2 MI SE FROM ROCHESTER.
 NE0419'4.2 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NE0419'ROCHESTER, OAKLAND COUNTY, AT A ROAD CROSSING BETWEEN MILEPOSTS
 NE0419'D 27-1/2, 41.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 42.3
 NE0419'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 688.447
 NE0419'E 32 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NE0419'INCHES ABOVE GROUND.
 NE0419
 NE0419                          STATION RECOVERY (1993)
 NE0419
 NE0419'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0419'RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED APPROXIMATELY 3 MILES
 NE0419'(4.8 KM) NORTHWEST OF UTICA, MACOMB COUNTY.  TO REACH THE SITE FROM
 NE0419'THE INTERSECTION OF VAN DYKE AND M-59 (HALL ROAD) IN THE CITY OF
 NE0419'UTICA, HEAD NORTH ON VAN DYKE 2 MILES (3.2 KM) TO 22 MILE (35.4 KM)
 NE0419'ROAD.  TURN LEFT AND HEAD WEST ON 22 MILE (35.4 KM) ROAD FOR 2 MILES.
 NE0419'(3.2 KM) TURN RIGHT ON RYAN ROAD, STATION IS ON THE WEST SIDE OF RYAN
 NE0419'ROAD APPROXIMATELY 805 FEET (245.4 M) NORTH OF THE INTERSECTION OF
 NE0419'RYAN ROAD AND 22 MILE (35.4 KM) ROAD.  40 FEET (12.2 M) WEST OF THE
 NE0419'CENTERLINE OF RYAN ROAD BETWEEN TWO 8 FOOT (2.4 M) CHAIN LINK FENCES.
 NE0419
 NE0419                          STATION RECOVERY (1994)
 NE0419
 NE0419'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0419'3.0 MILES (4.8 KM) NORTHWEST OF UTICA.  TO REACH THE SITE FROM THE
 NE0419'INTERSECTION OF VAN DYKE AND STATE HIGHWAY M-59 (HALL ROAD) IN UTICA,
 NE0419'HEAD NORTH ON VAN DYKE FOR 2 MILES (3.2 KM) TO TWENTY TWO MILE ROAD.
 NE0419'TURN LEFT AND HEAD WEST ON TWENTY TWO MILE ROAD FOR 2 MILES. TURN
 NE0419'RIGHT ON RYAN ROAD, AND STATION IS ON THE WEST SIDE OF RYAN ROAD
 NE0419'APPROXIMATELY 805 FEE NORTH OF THE INTERSECTION OF RYAN ROAD AND
 NE0419'TWENTY TWO MILE ROAD BETWEEN TWO 8 FOOT (2.4 M) CHAIN LINK FENCES.
 NE0419
 NE0419                          STATION RECOVERY (1999)
 NE0419
 NE0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0419'RECOVERED IN GOOD CONDITION.
 NE0419
 NE0419                          STATION RECOVERY (2005)
 NE0419
 NE0419'RECOVERY NOTE BY ROWE INCORPORATED 2005 (DLS)
 NE0419'FOUND 0.5 FOOT N OF A 10 FOOT HIGH VINE COVERED CHAIN LINK FENCE. FOR
 NE0419'GPS PLAN TO EXTEND ANTENNA ABOVE FENCE.
 NE0419
 NE0419                          STATION RECOVERY (2006)
 NE0419
 NE0419'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0273 ***********************************************************************
 PM0273  DESIGNATION -  F 320
 PM0273  PID         -  PM0273
 PM0273  STATE/COUNTY-  MI/MANISTEE
 PM0273  COUNTRY     -  US
 PM0273  USGS QUAD   -  MANISTEE (2017)
 PM0273
 PM0273                         *CURRENT SURVEY CONTROL
 PM0273  ______________________________________________________________________
 PM0273* NAD 83(1986) POSITION- 44 11 30.     (N) 086 18 24.     (W)   SCALED
 PM0273* NAVD 88 ORTHO HEIGHT -   220.815 (meters)      724.46  (feet) ADJUSTED
 PM0273  ______________________________________________________________________
 PM0273  GEOID HEIGHT    -        -35.137 (meters)                     GEOID18
 PM0273  DYNAMIC HEIGHT  -        220.785 (meters)      724.36  (feet) COMP
 PM0273  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 PM0273
 PM0273  VERT ORDER      -  FIRST     CLASS II
 PM0273
 PM0273.The horizontal coordinates were scaled from a map and have
 PM0273.an estimated accuracy of +/- 6 seconds.
 PM0273
 PM0273.The orthometric height was determined by differential leveling and
 PM0273.adjusted by the NATIONAL GEODETIC SURVEY
 PM0273.in June 1991.
 PM0273
 PM0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0273.GEOID18 height accuracy estimate available here.
 PM0273
 PM0273.Click photographs - Photos may exist for this station.
 PM0273
 PM0273.The dynamic height is computed by dividing the NAVD 88
 PM0273.geopotential number by the normal gravity value computed on the
 PM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0273.degrees latitude (g = 980.6199 gals.).
 PM0273
 PM0273.The modeled gravity was interpolated from observed gravity values.
 PM0273
 PM0273;                    North         East    Units  Estimated Accuracy
 PM0273;SPC MI C     -    99,090.    5,844,920.      MT  (+/- 180 meters Scaled)
 PM0273
 PM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP554933(NAD 83)
 PM0273
 PM0273                          SUPERSEDED SURVEY CONTROL
 PM0273
 PM0273.No superseded survey control is available for this station.
 PM0273
 PM0273_MARKER: I = METAL ROD
 PM0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0273_STAMPING: F 320 1984
 PM0273_MARK LOGO: NGS
 PM0273_PROJECTION: FLUSH
 PM0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0273_ROD/PIPE-DEPTH: 11.0 meters
 PM0273
 PM0273  HISTORY     - Date     Condition        Report By
 PM0273  HISTORY     - 1984     MONUMENTED       NGS
 PM0273  HISTORY     - 19961002 GOOD             USPSQD
 PM0273  HISTORY     - 20010331 GOOD             NGS
 PM0273  HISTORY     - 20031209 GOOD             USPSQD
 PM0273
 PM0273                          STATION DESCRIPTION
 PM0273
 PM0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0273'6.8 KM (4.2 MI) SOUTH FROM MANISTEE.
 PM0273'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0273'MANISTEE, AT THE JUNCTION OF FOX FARM ROAD, AT THE SOUTH END OF AN
 PM0273'OFFSET IN A RIGHT-OF-WAY FENCE LINE, 39.3 METERS (129.0 FT) WEST OF
 PM0273'THE CENTERLINE OF THE HIGHWAY, 12.6 METERS (41.5 FT) NORTH OF THE
 PM0273'CENTERLINE OF FOX FARM ROAD, 0.15 METERS (0.5 FT) WEST OF A FENCE
 PM0273'LINE, 2.0 METERS (6.5 FT) NORTH OF THE SOUTH END OF A IRON FENCE LINE,
 PM0273'3.5 METERS (11.6 FT) NORTHEAST OF A POWERLINE POLE, AND 2.6 METERS
 PM0273'(8.6 FT) SOUTH OF A TWENTY FOUR INCH OAK TREE.  NOTE, ROD DRIVEN TO
 PM0273'DRIVING RATE.
 PM0273'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0273'THE MARK IS 0.61 M BELOW FOX FARM ROAD.
 PM0273
 PM0273                          STATION RECOVERY (1996)
 PM0273
 PM0273'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0273'RECOVERED IN GOOD CONDITION.
 PM0273
 PM0273                          STATION RECOVERY (2001)
 PM0273
 PM0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0273'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0273
 PM0273                          STATION RECOVERY (2003)
 PM0273
 PM0273'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0246 ***********************************************************************
 PM0246  DESIGNATION -  F 321
 PM0246  PID         -  PM0246
 PM0246  STATE/COUNTY-  MI/MANISTEE
 PM0246  COUNTRY     -  US
 PM0246  USGS QUAD   -  BRETHREN (2017)
 PM0246
 PM0246                         *CURRENT SURVEY CONTROL
 PM0246  ______________________________________________________________________
 PM0246* NAD 83(1986) POSITION- 44 21 48.74   (N) 086 03 18.56   (W)   HD_HELD1
 PM0246* NAVD 88 ORTHO HEIGHT -   213.835 (meters)      701.56  (feet) ADJUSTED
 PM0246  ______________________________________________________________________
 PM0246  GEOID HEIGHT    -        -34.812 (meters)                     GEOID18
 PM0246  DYNAMIC HEIGHT  -        213.809 (meters)      701.47  (feet) COMP
 PM0246  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 PM0246
 PM0246  VERT ORDER      -  FIRST     CLASS II
 PM0246
 PM0246.The horizontal coordinates were determined by differentially corrected
 PM0246.hand held GPS observations or other comparable positioning techniques
 PM0246.and have an estimated accuracy of +/- 3 meters.
 PM0246
 PM0246.The orthometric height was determined by differential leveling and
 PM0246.adjusted by the NATIONAL GEODETIC SURVEY
 PM0246.in June 1991.
 PM0246
 PM0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0246.GEOID18 height accuracy estimate available here.
 PM0246
 PM0246.Click photographs - Photos may exist for this station.
 PM0246
 PM0246.The dynamic height is computed by dividing the NAVD 88
 PM0246.geopotential number by the normal gravity value computed on the
 PM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0246.degrees latitude (g = 980.6199 gals.).
 PM0246
 PM0246.The modeled gravity was interpolated from observed gravity values.
 PM0246
 PM0246;                    North         East    Units  Estimated Accuracy
 PM0246;SPC MI C     -   117,730.7   5,865,417.0     MT  (+/- 3 meters HH1 GPS) 
 PM0246
 PM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7528812685(NAD 83)
 PM0246
 PM0246                          SUPERSEDED SURVEY CONTROL
 PM0246
 PM0246.No superseded survey control is available for this station.
 PM0246
 PM0246_MARKER: I = METAL ROD
 PM0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0246_STAMPING: F 321 1984
 PM0246_MARK LOGO: NGS
 PM0246_PROJECTION: FLUSH
 PM0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0246+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 PM0246_ROD/PIPE-DEPTH: 18.3 meters
 PM0246
 PM0246  HISTORY     - Date     Condition        Report By
 PM0246  HISTORY     - 1984     MONUMENTED       NGS
 PM0246  HISTORY     - 19961023 GOOD             USPSQD
 PM0246  HISTORY     - 20031010 GOOD             USPSQD
 PM0246
 PM0246                          STATION DESCRIPTION
 PM0246
 PM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0246'4.9 KM (3.05 MI) SW FROM KALEVA.
 PM0246'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0246'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET (COUNTY ROAD
 PM0246'669), THENCE 3.04 KM (1.9 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD
 PM0246'669), THENCE 1.3 KM (0.8 MI) SOUTHWEST ALONG COUNTY ROAD 597
 PM0246'(TANNERVILLE ROAD), AT MCCLELLAN ROAD LEADING SOUTH, 11.5 METERS
 PM0246'(37.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 57.6 METERS
 PM0246'(189.0 FT) WEST OF AN EXTENDED CENTERLINE OF MCCLELLAN ROAD LEADING
 PM0246'SOUTH, 0.6 METER (2.0 FT) WEST OF A UTILITY POLE, AND 42.5 METERS
 PM0246'(139.5 FT) EAST OF THE CENTER OF A DRIVEWAY (NORTH).
 PM0246'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0246'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0246
 PM0246                          STATION RECOVERY (1996)
 PM0246
 PM0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0246'RECOVERED IN GOOD CONDITION.
 PM0246
 PM0246                          STATION RECOVERY (2003)
 PM0246
 PM0246'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0246'UTILITY POLE NO LONGER THERE, NO POWER LINES.  REPLACED A WITNESS
 PM0246'POST, 2 FEET WEST OF MARKER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1221 ***********************************************************************
 NF1221  DESIGNATION -  F 322
 NF1221  PID         -  NF1221
 NF1221  STATE/COUNTY-  MI/VAN BUREN
 NF1221  COUNTRY     -  US
 NF1221  USGS QUAD   -  BLOOMINGDALE (2017)
 NF1221
 NF1221                         *CURRENT SURVEY CONTROL
 NF1221  ______________________________________________________________________
 NF1221* NAD 83(1986) POSITION- 42 23 00.     (N) 085 57 28.     (W)   SCALED
 NF1221* NAVD 88 ORTHO HEIGHT -   224.245 (meters)      735.71  (feet) ADJUSTED
 NF1221  ______________________________________________________________________
 NF1221  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 NF1221  DYNAMIC HEIGHT  -        224.182 (meters)      735.50  (feet) COMP
 NF1221  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 NF1221
 NF1221  VERT ORDER      -  FIRST     CLASS II
 NF1221
 NF1221.The horizontal coordinates were scaled from a map and have
 NF1221.an estimated accuracy of +/- 6 seconds.
 NF1221
 NF1221.The orthometric height was determined by differential leveling and
 NF1221.adjusted by the NATIONAL GEODETIC SURVEY
 NF1221.in June 1991.
 NF1221
 NF1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1221.GEOID18 height accuracy estimate available here.
 NF1221
 NF1221.Click photographs - Photos may exist for this station.
 NF1221
 NF1221.The dynamic height is computed by dividing the NAVD 88
 NF1221.geopotential number by the normal gravity value computed on the
 NF1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1221.degrees latitude (g = 980.6199 gals.).
 NF1221
 NF1221.The modeled gravity was interpolated from observed gravity values.
 NF1221
 NF1221;                    North         East    Units  Estimated Accuracy
 NF1221;SPC MI S     -    99,360.    3,868,980.      MT  (+/- 180 meters Scaled)
 NF1221
 NF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM857928(NAD 83)
 NF1221
 NF1221                          SUPERSEDED SURVEY CONTROL
 NF1221
 NF1221  NGVD 29 (01/19/93)  224.386  (m)          736.17   (f) ADJUSTED    1 2
 NF1221
 NF1221.Superseded values are not recommended for survey control.
 NF1221
 NF1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1221.See file dsdata.pdf to determine how the superseded data were derived.
 NF1221
 NF1221_MARKER: I = METAL ROD
 NF1221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1221_STAMPING: F 322 1984
 NF1221_MARK LOGO: NGS
 NF1221_PROJECTION: RECESSED 5 CENTIMETERS
 NF1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1221+STABILITY: POSITION/ELEVATION WELL
 NF1221_ROD/PIPE-DEPTH: 49.1 meters
 NF1221_SLEEVE-DEPTH  : 4.0 meters
 NF1221
 NF1221  HISTORY     - Date     Condition        Report By
 NF1221  HISTORY     - 1984     MONUMENTED       NGS
 NF1221  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NF1221  HISTORY     - 20071207 GOOD             MIDT
 NF1221
 NF1221                          STATION DESCRIPTION
 NF1221
 NF1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1221'IN BLOOMINGDALE.
 NF1221'IN BLOOMINGDALE, AT THE INTERSECTION OF COUNTY ROADS 388 AND 665, 53.6
 NF1221'M (175.9 FT) NORTH OF THE CENTER OF ROAD 388, 39.9 M (130.9 FT) WEST
 NF1221'OF THE CENTER OF ROAD 665, 25.2 M (82.7 FT) EAST OF THE NORTHEAST
 NF1221'CORNER OF AN OLD RAILROAD DEPOT, 8.3 M (27.2 FT) EAST OF A 30-INCH
 NF1221'TWIN TRUNKED TREE, AND 5.0 M (16.4 FT) SOUTHWEST OF A FLAG POLE.
 NF1221'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1221'THE MARK IS 1.0 M ABOVE THE ROADS.
 NF1221
 NF1221                          STATION RECOVERY (2000)
 NF1221
 NF1221'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1221'COULD NOT FIND SURVEY MARKER. THIS MARKER COULD BE DESTROYED.
 NF1221
 NF1221                          STATION RECOVERY (2007)
 NF1221
 NF1221'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007
 NF1221'DESCRIBED BY MICHIGAND DEPARTMENT OF TRANSPORTATION IN 2007 IN
 NF1221'BLOOMINGDALE.  IN BLOOMINGDALE AT THE INTERSECTION OF COUNTY ROADS 388
 NF1221'AND 665, 172 FEET NORTH OF THE CENTER OF ROAD 388, 128 FEET WEST OF
 NF1221'THE CENTER OF ROAD 665, 27 FEET  EAST OF TWIN MAPLE TREE, 16.2 FEET
 NF1221'SOUTHWEST OF A FLAG POLE, 94.5 EASTERLY OF SOUTHEAST CORNER OF
 NF1221'RAILROAD DEPOT.  ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1223 ***********************************************************************
 NF1223  DESIGNATION -  F 323
 NF1223  PID         -  NF1223
 NF1223  STATE/COUNTY-  MI/VAN BUREN
 NF1223  COUNTRY     -  US
 NF1223  USGS QUAD   -  GOBLES EAST (2017)
 NF1223
 NF1223                         *CURRENT SURVEY CONTROL
 NF1223  ______________________________________________________________________
 NF1223* NAD 83(1986) POSITION- 42 21 39.     (N) 085 51 46.     (W)   SCALED
 NF1223* NAVD 88 ORTHO HEIGHT -   239.352 (meters)      785.27  (feet) ADJUSTED
 NF1223  ______________________________________________________________________
 NF1223  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 NF1223  DYNAMIC HEIGHT  -        239.284 (meters)      785.05  (feet) COMP
 NF1223  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NF1223
 NF1223  VERT ORDER      -  FIRST     CLASS II
 NF1223
 NF1223.The horizontal coordinates were scaled from a map and have
 NF1223.an estimated accuracy of +/- 6 seconds.
 NF1223
 NF1223.The orthometric height was determined by differential leveling and
 NF1223.adjusted by the NATIONAL GEODETIC SURVEY
 NF1223.in June 1991.
 NF1223
 NF1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1223.GEOID18 height accuracy estimate available here.
 NF1223
 NF1223.Click photographs - Photos may exist for this station.
 NF1223
 NF1223.The dynamic height is computed by dividing the NAVD 88
 NF1223.geopotential number by the normal gravity value computed on the
 NF1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1223.degrees latitude (g = 980.6199 gals.).
 NF1223
 NF1223.The modeled gravity was interpolated from observed gravity values.
 NF1223
 NF1223;                    North         East    Units  Estimated Accuracy
 NF1223;SPC MI S     -    96,720.    3,876,760.      MT  (+/- 180 meters Scaled)
 NF1223
 NF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM936904(NAD 83)
 NF1223
 NF1223                          SUPERSEDED SURVEY CONTROL
 NF1223
 NF1223  NGVD 29 (01/19/93)  239.486  (m)          785.71   (f) ADJUSTED    1 2
 NF1223
 NF1223.Superseded values are not recommended for survey control.
 NF1223
 NF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1223.See file dsdata.pdf to determine how the superseded data were derived.
 NF1223
 NF1223_MARKER: F = FLANGE-ENCASED ROD
 NF1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1223_STAMPING: F 323 1984
 NF1223_MARK LOGO: NGS
 NF1223_PROJECTION: FLUSH
 NF1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1223+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 NF1223_ROD/PIPE-DEPTH: 31.7 meters
 NF1223
 NF1223  HISTORY     - Date     Condition        Report By
 NF1223  HISTORY     - 1984     MONUMENTED       NGS
 NF1223  HISTORY     - 19930619 GOOD             LOCSUR
 NF1223  HISTORY     - 20000816 GOOD             MI-159
 NF1223  HISTORY     - 20080426 GOOD             JCLS
 NF1223  HISTORY     - 20200625 GOOD             MIDT
 NF1223  HISTORY     - 20210630 GOOD             MIDT
 NF1223
 NF1223                          STATION DESCRIPTION
 NF1223
 NF1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1223'1.3 KM (0.8 MI) EAST FROM GOBLES.
 NF1223'1.3 KM (0.8 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1223'STATE HIGHWAY 40 IN GOBLES, 22.1 M (72.5 FT) SOUTH OF THE CENTERLINE
 NF1223'OF THE ROAD, 7.9 M (25.9 FT) WEST OF THE CENTER OF 32ND STREET, 3.0 M
 NF1223'(9.8 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND
 NF1223'0.7 M (2.3 FT) SOUTHWEST OF UTILITY POLE NUMBER L 201 FT.
 NF1223'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1223'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF1223'THE MARK IS 0.2 M BELOW THE STREET.
 NF1223
 NF1223                          STATION RECOVERY (1993)
 NF1223
 NF1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1223'A NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 0.8 MI (1.3 KM)
 NF1223'EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY M-40
 NF1223'IN GOBLES.  IT IS 72.5 FT (22.1 M) SOUTH OF THE CENTER LINE OF THE
 NF1223'ROAD, 25.9 FT (7.9 M) WEST OF THE CENTER OF 32ND STREET, 9.8 FT (3.0
 NF1223'M) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND 2.3 FT
 NF1223'(0.7 M) SOUTHWEST OF UTILITY POLE NUMBER L 201.  NOTE - ACCESS TO
 NF1223'DATUM POINT IS HAD THROUGH A 5 IN LOGO CAP.  THE ROD IS FLUSH WITH
 NF1223'GROUND LEVEL AND DRIVEN TO A DEPTH OF 31.7 M (104.0 FT) .  THE STATION
 NF1223'IS 0.2 METERS (0.7 FT) BELOW THE HEIGHT OF THE STREET AND 0.3 METERS
 NF1223'(1.0 FT) EAST FROM A WITNESS POST.
 NF1223
 NF1223                          STATION RECOVERY (2000)
 NF1223
 NF1223'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1223'RECOVERED IN GOOD CONDITION.
 NF1223
 NF1223                          STATION RECOVERY (2008)
 NF1223
 NF1223'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 NF1223'RECOVERED IN GOOD CONDITION.
 NF1223
 NF1223                          STATION RECOVERY (2020)
 NF1223
 NF1223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF1223'RECOVERED IN GOOD CONDITION.
 NF1223
 NF1223                          STATION RECOVERY (2021)
 NF1223
 NF1223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF1223'MARK RECOVERED IN GOOD CONDITION.  NOT GPS ABLE BECAUSE OF TREE COVER.
 NF1223'PDOP AT 5 TO 6.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1511 ***********************************************************************
 RL1511  DESIGNATION -  F 324
 RL1511  PID         -  RL1511
 RL1511  STATE/COUNTY-  MI/GOGEBIC
 RL1511  COUNTRY     -  US
 RL1511  USGS QUAD   -  WAKEFIELD (2017)
 RL1511
 RL1511                         *CURRENT SURVEY CONTROL
 RL1511  ______________________________________________________________________
 RL1511* NAD 83(1986) POSITION- 46 28 36.51   (N) 089 56 44.80   (W)   HD_HELD1
 RL1511* NAVD 88 ORTHO HEIGHT -   465.540 (meters)     1527.36  (feet) ADJUSTED
 RL1511  ______________________________________________________________________
 RL1511  GEOID HEIGHT    -        -30.742 (meters)                     GEOID18
 RL1511  DYNAMIC HEIGHT  -        465.556 (meters)     1527.41  (feet) COMP
 RL1511  MODELED GRAVITY -    980,633.9   (mgal)                       NAVD 88
 RL1511
 RL1511  VERT ORDER      -  FIRST     CLASS II
 RL1511
 RL1511.The horizontal coordinates were determined by differentially corrected
 RL1511.hand held GPS observations or other comparable positioning techniques
 RL1511.and have an estimated accuracy of +/- 3 meters.
 RL1511
 RL1511.The orthometric height was determined by differential leveling and
 RL1511.adjusted by the NATIONAL GEODETIC SURVEY
 RL1511.in June 1991.
 RL1511
 RL1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1511.GEOID18 height accuracy estimate available here.
 RL1511
 RL1511.Click photographs - Photos may exist for this station.
 RL1511
 RL1511.The dynamic height is computed by dividing the NAVD 88
 RL1511.geopotential number by the normal gravity value computed on the
 RL1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1511.degrees latitude (g = 980.6199 gals.).
 RL1511
 RL1511.The modeled gravity was interpolated from observed gravity values.
 RL1511
 RL1511;                    North         East    Units  Estimated Accuracy
 RL1511;SPC MI N     -   192,422.9   7,773,851.1     MT  (+/- 3 meters HH1 GPS) 
 RL1511
 RL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7387351243(NAD 83)
 RL1511
 RL1511                          SUPERSEDED SURVEY CONTROL
 RL1511
 RL1511  NAVD 88 (03/19/14)  465.595  (m)         1527.54   (f) SUPERSEDED  2 1
 RL1511
 RL1511.Superseded values are not recommended for survey control.
 RL1511
 RL1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1511.See file dsdata.pdf to determine how the superseded data were derived.
 RL1511
 RL1511_MARKER: DV = VERTICAL CONTROL DISK
 RL1511_SETTING: 66 = SET IN ROCK OUTCROP
 RL1511_STAMPING: F 324 1985
 RL1511_MARK LOGO: NGS
 RL1511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1511+STABILITY: POSITION/ELEVATION WELL
 RL1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1511+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 RL1511
 RL1511  HISTORY     - Date     Condition        Report By
 RL1511  HISTORY     - 1985     MONUMENTED       NGS
 RL1511  HISTORY     - 20000821 GOOD             MIDT
 RL1511  HISTORY     - 20030822 GOOD             USPSQD
 RL1511  HISTORY     - 20130708 GOOD             MIDT
 RL1511  HISTORY     - 20180725 GOOD             WIDT
 RL1511
 RL1511                          STATION DESCRIPTION
 RL1511
 RL1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1511'0.4 KM (0.25 MI) WEST FROM WAKEFIELD.
 RL1511'0.4 KM (0.25 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 RL1511'STATE HIGHWAY 28 IN WAKEFIELD, NEAR THE WEST END OF A HIGHWAY CUT,
 RL1511'26.7 M (87.6 FT) EAST OF THE CENTER OF AN ENTRANCE LEADING TO A VFW
 RL1511'PARKING LOT, 13.7 M (44.9 FT) EAST OF THE WEST END OF THE CUT, AND
 RL1511'10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RL1511'THE MARK IS 0.8 METERS  NE FROM  A WITNESS POST
 RL1511'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 RL1511
 RL1511                          STATION RECOVERY (2000)
 RL1511
 RL1511'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1511'RECOVERED IN GOOD CONDITION.
 RL1511
 RL1511                          STATION RECOVERY (2003)
 RL1511
 RL1511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1511'RECOVERED IN GOOD CONDITION.  NOTE-- THE EAST ENTRANCE DRIVE TO THE
 RL1511'VFW IS AT LAKE SHORE DRIVE.
 RL1511
 RL1511                          STATION RECOVERY (2013)
 RL1511
 RL1511'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (BLJ)
 RL1511'RECOVERED IN GOOD CONDITION.
 RL1511
 RL1511                          STATION RECOVERY (2018)
 RL1511
 RL1511'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1483 ***********************************************************************
 RL1483  DESIGNATION -  F 325
 RL1483  PID         -  RL1483
 RL1483  STATE/COUNTY-  MI/HOUGHTON
 RL1483  COUNTRY     -  US
 RL1483  USGS QUAD   -  GLITTER LAKE (2017)
 RL1483
 RL1483                         *CURRENT SURVEY CONTROL
 RL1483  ______________________________________________________________________
 RL1483* NAD 83(1986) POSITION- 46 29 39.     (N) 088 49 27.     (W)   SCALED
 RL1483* NAVD 88 ORTHO HEIGHT -   383.052 (meters)     1256.73  (feet) ADJUSTED
 RL1483  ______________________________________________________________________
 RL1483  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 RL1483  DYNAMIC HEIGHT  -        383.063 (meters)     1256.77  (feet) COMP
 RL1483  MODELED GRAVITY -    980,632.0   (mgal)                       NAVD 88
 RL1483
 RL1483  VERT ORDER      -  FIRST     CLASS II
 RL1483
 RL1483.The horizontal coordinates were scaled from a map and have
 RL1483.an estimated accuracy of +/- 6 seconds.
 RL1483
 RL1483.The orthometric height was determined by differential leveling and
 RL1483.adjusted by the NATIONAL GEODETIC SURVEY
 RL1483.in June 1991.
 RL1483
 RL1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1483.GEOID18 height accuracy estimate available here.
 RL1483
 RL1483.Click photographs - Photos may exist for this station.
 RL1483
 RL1483.The dynamic height is computed by dividing the NAVD 88
 RL1483.geopotential number by the normal gravity value computed on the
 RL1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1483.degrees latitude (g = 980.6199 gals.).
 RL1483
 RL1483.The modeled gravity was interpolated from observed gravity values.
 RL1483
 RL1483;                    North         East    Units  Estimated Accuracy
 RL1483;SPC MI N     -   191,760.    7,859,980.      MT  (+/- 180 meters Scaled)
 RL1483
 RL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS600505(NAD 83)
 RL1483
 RL1483                          SUPERSEDED SURVEY CONTROL
 RL1483
 RL1483.No superseded survey control is available for this station.
 RL1483
 RL1483_MARKER: I = METAL ROD
 RL1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1483_STAMPING: F 325 1985
 RL1483_MARK LOGO: NGS
 RL1483_PROJECTION: FLUSH
 RL1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1483_ROD/PIPE-DEPTH: 13.4 meters
 RL1483
 RL1483  HISTORY     - Date     Condition        Report By
 RL1483  HISTORY     - 1985     MONUMENTED       NGS
 RL1483  HISTORY     - 1989     GOOD             USPSQD
 RL1483
 RL1483                          STATION DESCRIPTION
 RL1483
 RL1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1483'23.6 KM (14.65 MI) WEST FROM COVINGTON.
 RL1483'23.6 KM (14.65 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1483'WITH U.S. HIGHWAY 141 IN COVINGTON, 1.2 KM (0.75 MI) WEST OF THE
 RL1483'INTERSECTION OF A GRAVELED CROSSROAD, AND 26.9 M (88.3 FT) SOUTH OF
 RL1483'THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 RL1483'THROUGH A 5-INCH LOGO CAP.
 RL1483'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1483'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL1483
 RL1483                          STATION RECOVERY (1989)
 RL1483
 RL1483'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0460 ***********************************************************************
 NG0460  DESIGNATION -  F 326
 NG0460  PID         -  NG0460
 NG0460  STATE/COUNTY-  MI/BERRIEN
 NG0460  COUNTRY     -  US
 NG0460  USGS QUAD   -  BENTON HARBOR (2017)
 NG0460
 NG0460                         *CURRENT SURVEY CONTROL
 NG0460  ______________________________________________________________________
 NG0460* NAD 83(1986) POSITION- 42 06 55.     (N) 086 27 29.     (W)   SCALED
 NG0460* NAVD 88 ORTHO HEIGHT -   179.017 (meters)      587.32  (feet) ADJUSTED
 NG0460  ______________________________________________________________________
 NG0460  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 NG0460  DYNAMIC HEIGHT  -        178.957 (meters)      587.13  (feet) COMP
 NG0460  MODELED GRAVITY -    980,285.4   (mgal)                       NAVD 88
 NG0460
 NG0460  VERT ORDER      -  FIRST     CLASS II
 NG0460
 NG0460.The horizontal coordinates were scaled from a map and have
 NG0460.an estimated accuracy of +/- 6 seconds.
 NG0460
 NG0460.The orthometric height was determined by differential leveling and
 NG0460.adjusted by the NATIONAL GEODETIC SURVEY
 NG0460.in May 2018.
 NG0460
 NG0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0460.GEOID18 height accuracy estimate available here.
 NG0460
 NG0460.Click photographs - Photos may exist for this station.
 NG0460
 NG0460.The dynamic height is computed by dividing the NAVD 88
 NG0460.geopotential number by the normal gravity value computed on the
 NG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0460.degrees latitude (g = 980.6199 gals.).
 NG0460
 NG0460.The modeled gravity was interpolated from observed gravity values.
 NG0460
 NG0460;                    North         East    Units  Estimated Accuracy
 NG0460;SPC MI S     -    70,490.    3,827,060.      MT  (+/- 180 meters Scaled)
 NG0460
 NG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM448627(NAD 83)
 NG0460
 NG0460                          SUPERSEDED SURVEY CONTROL
 NG0460
 NG0460  NAVD 88 (06/15/91)  179.025  (m)          587.35   (f) SUPERSEDED  1 2
 NG0460  NGVD 29 (01/19/93)  179.179  (m)          587.86   (f) ADJUSTED    1 2
 NG0460
 NG0460.Superseded values are not recommended for survey control.
 NG0460
 NG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0460.See file dsdata.pdf to determine how the superseded data were derived.
 NG0460
 NG0460_MARKER: F = FLANGE-ENCASED ROD
 NG0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0460_STAMPING: F 326 1985
 NG0460_MARK LOGO: NGS
 NG0460_PROJECTION: RECESSED 2 CENTIMETERS
 NG0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0460+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 NG0460_ROD/PIPE-DEPTH: 14.0 meters
 NG0460
 NG0460  HISTORY     - Date     Condition        Report By
 NG0460  HISTORY     - 1985     MONUMENTED       NGS
 NG0460  HISTORY     - 20120522 GOOD             MIDT
 NG0460
 NG0460                          STATION DESCRIPTION
 NG0460
 NG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0460'IN BENTON HARBOR.
 NG0460'IN BENTON HARBOR, AT THE INTERSECTION OF MAIN AND NORTH 8TH STREETS,
 NG0460'19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 NG0460'MAIN STREET, 10.0 M (32.8 FT) EAST OF THE CENTER OF NORTH 8TH STREET,
 NG0460'0.7 M (2.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.6 M (2.0 FT)
 NG0460'SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY.  NOTE--ACCESS TO DATUM
 NG0460'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0460'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 NG0460
 NG0460                          STATION RECOVERY (2012)
 NG0460
 NG0460'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0460'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1205 ***********************************************************************
 NF1205  DESIGNATION -  F 327
 NF1205  PID         -  NF1205
 NF1205  STATE/COUNTY-  MI/KALAMAZOO
 NF1205  COUNTRY     -  US
 NF1205  USGS QUAD   -  AUGUSTA (2017)
 NF1205
 NF1205                         *CURRENT SURVEY CONTROL
 NF1205  ______________________________________________________________________
 NF1205* NAD 83(1986) POSITION- 42 19 27.     (N) 085 22 17.     (W)   SCALED
 NF1205* NAVD 88 ORTHO HEIGHT -   244.661 (meters)      802.69  (feet) ADJUSTED
 NF1205  ______________________________________________________________________
 NF1205  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 NF1205  DYNAMIC HEIGHT  -        244.585 (meters)      802.44  (feet) COMP
 NF1205  MODELED GRAVITY -    980,307.0   (mgal)                       NAVD 88
 NF1205
 NF1205  VERT ORDER      -  FIRST     CLASS II
 NF1205
 NF1205.The horizontal coordinates were scaled from a map and have
 NF1205.an estimated accuracy of +/- 6 seconds.
 NF1205
 NF1205.The orthometric height was determined by differential leveling and
 NF1205.adjusted by the NATIONAL GEODETIC SURVEY
 NF1205.in June 1991.
 NF1205
 NF1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1205.GEOID18 height accuracy estimate available here.
 NF1205
 NF1205.Click photographs - Photos may exist for this station.
 NF1205
 NF1205.The dynamic height is computed by dividing the NAVD 88
 NF1205.geopotential number by the normal gravity value computed on the
 NF1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1205.degrees latitude (g = 980.6199 gals.).
 NF1205
 NF1205.The modeled gravity was interpolated from observed gravity values.
 NF1205
 NF1205;                    North         East    Units  Estimated Accuracy
 NF1205;SPC MI S     -    92,040.    3,917,190.      MT  (+/- 180 meters Scaled)
 NF1205
 NF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM341870(NAD 83)
 NF1205
 NF1205                          SUPERSEDED SURVEY CONTROL
 NF1205
 NF1205  NGVD 29 (01/19/93)  244.792  (m)          803.12   (f) ADJUSTED    1 2
 NF1205
 NF1205.Superseded values are not recommended for survey control.
 NF1205
 NF1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1205.See file dsdata.pdf to determine how the superseded data were derived.
 NF1205
 NF1205_MARKER: F = FLANGE-ENCASED ROD
 NF1205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1205_STAMPING: F 327 1985
 NF1205_MARK LOGO: NGS
 NF1205_PROJECTION: FLUSH
 NF1205_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1205+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2022
 NF1205_ROD/PIPE-DEPTH: 21.9 meters
 NF1205
 NF1205  HISTORY     - Date     Condition        Report By
 NF1205  HISTORY     - 1985     MONUMENTED       NGS
 NF1205  HISTORY     - 20030419 GOOD             USPSQD
 NF1205  HISTORY     - 20061222 GOOD             FTCH
 NF1205  HISTORY     - 20221130 GOOD             MIDT
 NF1205
 NF1205                          STATION DESCRIPTION
 NF1205
 NF1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1205'18.3 KM (11.4 MI) WEST FROM BATTLE CREEK.
 NF1205'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1205'CREEK, THENCE 15.2 KM (9.45 MI) WESTERLY ALONG DICKMAN ROAD, THENCE
 NF1205'2.5 KM (1.55 MI) WESTERLY ALONG MICHIGAN AVENUE, 15.7 M (51.5 FT)
 NF1205'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 15.0 M (49.2 FT) NORTHEAST
 NF1205'OF THE NORTHEAST 1 OF 2 DRIVEWAYS LEADING TO A FARM HOUSE, AND 1.8 M
 NF1205'(5.9 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 NF1205'HAD THROUGH A 5-INCH LOGO CAP.
 NF1205'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NF1205'THE MARK IS 1.0 M BELOW THE AVENUE.
 NF1205
 NF1205                          STATION RECOVERY (2003)
 NF1205
 NF1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1205'FARM HOUSE NO LONG EXISTS, DRIVES STILL OBVIOUS.  MARK IS SOUTH EAST
 NF1205'OF BARN THEATER ACROSS STREET.
 NF1205
 NF1205                          STATION RECOVERY (2006)
 NF1205
 NF1205'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2006 (SWH)
 NF1205'RECOVERED IN GOOD CONDITION.
 NF1205
 NF1205                          STATION RECOVERY (2022)
 NF1205
 NF1205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1462 ***********************************************************************
 RL1462  DESIGNATION -  F 328
 RL1462  PID         -  RL1462
 RL1462  STATE/COUNTY-  MI/BARAGA
 RL1462  COUNTRY     -  US
 RL1462  USGS QUAD   -  THREE LAKES (2017)
 RL1462
 RL1462                         *CURRENT SURVEY CONTROL
 RL1462  ______________________________________________________________________
 RL1462* NAD 83(1986) POSITION- 46 32 35.     (N) 088 09 24.     (W)   SCALED
 RL1462* NAVD 88 ORTHO HEIGHT -   495.817 (meters)     1626.69  (feet) ADJUSTED
 RL1462  ______________________________________________________________________
 RL1462  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 RL1462  DYNAMIC HEIGHT  -        495.837 (meters)     1626.76  (feet) COMP
 RL1462  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 RL1462
 RL1462  VERT ORDER      -  FIRST     CLASS II
 RL1462
 RL1462.The horizontal coordinates were scaled from a map and have
 RL1462.an estimated accuracy of +/- 6 seconds.
 RL1462
 RL1462.The orthometric height was determined by differential leveling and
 RL1462.adjusted by the NATIONAL GEODETIC SURVEY
 RL1462.in June 1991.
 RL1462
 RL1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1462.GEOID18 height accuracy estimate available here.
 RL1462
 RL1462.Click photographs - Photos may exist for this station.
 RL1462
 RL1462.The dynamic height is computed by dividing the NAVD 88
 RL1462.geopotential number by the normal gravity value computed on the
 RL1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1462.degrees latitude (g = 980.6199 gals.).
 RL1462
 RL1462.The modeled gravity was interpolated from observed gravity values.
 RL1462
 RL1462;                    North         East    Units  Estimated Accuracy
 RL1462;SPC MI N     -   196,230.    7,911,290.      MT  (+/- 180 meters Scaled)
 RL1462
 RL1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS113550(NAD 83)
 RL1462
 RL1462                          SUPERSEDED SURVEY CONTROL
 RL1462
 RL1462.No superseded survey control is available for this station.
 RL1462
 RL1462_MARKER: DV = VERTICAL CONTROL DISK
 RL1462_SETTING: 66 = SET IN ROCK OUTCROP
 RL1462_STAMPING: F 328 1985
 RL1462_MARK LOGO: NGS
 RL1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1462+STABILITY: POSITION/ELEVATION WELL
 RL1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1462+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1462
 RL1462  HISTORY     - Date     Condition        Report By
 RL1462  HISTORY     - 1985     MONUMENTED       NGS
 RL1462  HISTORY     - 19990920 GOOD             USPSQD
 RL1462  HISTORY     - 20000710 GOOD             MIDT
 RL1462
 RL1462                          STATION DESCRIPTION
 RL1462
 RL1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1462'15.9 KM (9.9 MI) WEST FROM CHAMPION.
 RL1462'15.9 KM (9.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1462'IN CHAMPION, IN THE NORTHEASTERN 1/3 OF A 15 BY 53 FOOT EXPOSED AREA
 RL1462'OF OUTCROPPING BEDROCK, 35.1 M (115.2 FT) NORTHWEST OF THE EXTENDED
 RL1462'CENTER OF OHIO MINE ROAD, 13.4 M (44.0 FT) SOUTHEAST OF THE NORTHWEST
 RL1462'END OF THE OUTCROP, AND 11.9 M (39.0 FT) NORTHEAST OF THE CENTERLINE
 RL1462'OF THE HIGHWAY.
 RL1462'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 RL1462'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 RL1462
 RL1462                          STATION RECOVERY (1999)
 RL1462
 RL1462'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1462'RECOVERED IN GOOD CONDITION.
 RL1462
 RL1462                          STATION RECOVERY (2000)
 RL1462
 RL1462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0464 ***********************************************************************
 RK0464  DESIGNATION -  F 329
 RK0464  PID         -  RK0464
 RK0464  STATE/COUNTY-  MI/MARQUETTE
 RK0464  COUNTRY     -  US
 RK0464  USGS QUAD   -  NEGAUNEE (2017)
 RK0464
 RK0464                         *CURRENT SURVEY CONTROL
 RK0464  ______________________________________________________________________
 RK0464* NAD 83(2011) POSITION- 46 31 18.35972(N) 087 34 58.23170(W)   ADJUSTED
 RK0464* NAD 83(2011) ELLIP HT-   392.667 (meters)        (06/27/12)   ADJUSTED
 RK0464* NAD 83(2011) EPOCH   -  2010.00
 RK0464* NAVD 88 ORTHO HEIGHT -   426.705 (meters)     1399.95  (feet) ADJUSTED
 RK0464  ______________________________________________________________________
 RK0464  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 RK0464  NAD 83(2011) X  -    185,429.632 (meters)                     COMP
 RK0464  NAD 83(2011) Y  - -4,392,775.392 (meters)                     COMP
 RK0464  NAD 83(2011) Z  -  4,605,630.543 (meters)                     COMP
 RK0464  LAPLACE CORR    -         -7.86  (seconds)                    DEFLEC18
 RK0464  DYNAMIC HEIGHT  -        426.734 (meters)     1400.04  (feet) COMP
 RK0464  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 RK0464
 RK0464  VERT ORDER      -  FIRST     CLASS II
 RK0464
 RK0464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RK0464  Standards:
 RK0464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RK0464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RK0464  -------------------------------------------------------------------
 RK0464  NETWORK    0.57   1.20           0.25   0.21   0.61      0.00733996
 RK0464  -------------------------------------------------------------------
 RK0464  Click here for local accuracies and other accuracy information.
 RK0464
 RK0464.The horizontal coordinates were established by GPS observations
 RK0464.and adjusted by the National Geodetic Survey in June 2012.
 RK0464
 RK0464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RK0464.been affixed to the stable North American tectonic plate. See 
 RK0464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RK0464
 RK0464.The horizontal coordinates are valid at the epoch date displayed above
 RK0464.which is a decimal equivalence of Year/Month/Day.
 RK0464
 RK0464.The orthometric height was determined by differential leveling and
 RK0464.adjusted by the NATIONAL GEODETIC SURVEY
 RK0464.in June 1991.
 RK0464
 RK0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0464.GEOID18 height accuracy estimate available here.
 RK0464
 RK0464.Click photographs - Photos may exist for this station.
 RK0464
 RK0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0464
 RK0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0464
 RK0464.The ellipsoidal height was determined by GPS observations
 RK0464.and is referenced to NAD 83.
 RK0464
 RK0464.The dynamic height is computed by dividing the NAVD 88
 RK0464.geopotential number by the normal gravity value computed on the
 RK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0464.degrees latitude (g = 980.6199 gals.).
 RK0464
 RK0464.The modeled gravity was interpolated from observed gravity values.
 RK0464
 RK0464. The following values were computed from the NAD 83(2011) position.
 RK0464
 RK0464;                    North         East     Units Scale Factor Converg.
 RK0464;SPC MI N     -   193,381.971 7,955,281.751   MT  0.99991133   -0 25 16.6
 RK0464;SPC MI N     -   634,455.29 26,100,005.74   iFT  0.99991133   -0 25 16.6
 RK0464;UTM  16      - 5,152,186.993   455,295.312   MT  0.99962456   -0 25 22.6
 RK0464
 RK0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0464!SPC MI N     -   0.99993845  x   0.99991133  =   0.99984979
 RK0464!UTM  16      -   0.99993845  x   0.99962456  =   0.99956303
 RK0464
 RK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5529552186(NAD 83)
 RK0464
 RK0464                          SUPERSEDED SURVEY CONTROL
 RK0464
 RK0464  NAD 83(2007)-  46 31 18.35973(N)    087 34 58.23203(W) AD(2002.00) A
 RK0464  ELLIP H (02/24/11)  392.675  (m)                       GP(2002.00) 3 2
 RK0464  NAVD 88             426.71   (m)         1400.0    (f) LEVELING    3  
 RK0464
 RK0464.Superseded values are not recommended for survey control.
 RK0464
 RK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0464.See file dsdata.pdf to determine how the superseded data were derived.
 RK0464
 RK0464_MARKER: DV = VERTICAL CONTROL DISK
 RK0464_SETTING: 66 = SET IN ROCK OUTCROP
 RK0464_STAMPING: F 329 1985
 RK0464_MARK LOGO: NGS
 RK0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0464+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 RK0464
 RK0464  HISTORY     - Date     Condition        Report By
 RK0464  HISTORY     - 1985     MONUMENTED       NGS
 RK0464  HISTORY     - 19990712 GOOD             MIDT
 RK0464  HISTORY     - 20041009 GOOD             USPSQD
 RK0464  HISTORY     - 20070606 GOOD             GEOCAC
 RK0464  HISTORY     - 20071113 GOOD             MIDT
 RK0464  HISTORY     - 20090601 GOOD             MIDT
 RK0464
 RK0464                          STATION DESCRIPTION
 RK0464
 RK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0464'12.6 KM (7.8 MI) WEST FROM MARQUETTE.
 RK0464'12.6 KM (7.85 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0464'WITH WASHINGTON STREET IN MARQUETTE, IN THE SOUTHWESTERLY 1/3 OF A 5
 RK0464'BY 49 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 14.3 M (46.9 FT)
 RK0464'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 RK0464'AND 6.1 M (20.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 RK0464'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RK0464'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 RK0464
 RK0464                          STATION RECOVERY (1999)
 RK0464
 RK0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0464'RECOVERED IN GOOD CONDITION.
 RK0464
 RK0464                          STATION RECOVERY (2004)
 RK0464
 RK0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0464'RECOVERED IN GOOD CONDITION.
 RK0464
 RK0464                          STATION RECOVERY (2007)
 RK0464
 RK0464'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RK0464'STATION IS 26 FT NORTHWEST OF A GUARDRAIL, 32.5 FT SOUTHWEST OF A
 RK0464'GUARDRAIL, AND 45 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 RK0464'DRIVEWAY.  THE WITNESS POST HAS BEEN REMOVED.
 RK0464
 RK0464                          STATION RECOVERY (2007)
 RK0464
 RK0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (BLJ)
 RK0464'MARK WAS RECOVERED FOLLOWING RECENT HIGHWAY RECONSTRUCTION.  A NEW
 RK0464'CARSONITE MARKER POST WAS GROUTED INTO ROCK ADJACENT TO THE MARK.
 RK0464
 RK0464                          STATION RECOVERY (2009)
 RK0464
 RK0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0464'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2174 ***********************************************************************
 ME2174  DESIGNATION -  F 330
 ME2174  PID         -  ME2174
 ME2174  STATE/COUNTY-  MI/BERRIEN
 ME2174  COUNTRY     -  US
 ME2174  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2174
 ME2174                         *CURRENT SURVEY CONTROL
 ME2174  ______________________________________________________________________
 ME2174* NAD 83(1986) POSITION- 41 49 10.     (N) 086 41 18.     (W)   SCALED
 ME2174* NAVD 88 ORTHO HEIGHT -   187.926 (meters)      616.55  (feet) ADJUSTED
 ME2174  ______________________________________________________________________
 ME2174  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 ME2174  DYNAMIC HEIGHT  -        187.857 (meters)      616.33  (feet) COMP
 ME2174  MODELED GRAVITY -    980,252.3   (mgal)                       NAVD 88
 ME2174
 ME2174  VERT ORDER      -  FIRST     CLASS II
 ME2174
 ME2174.The horizontal coordinates were scaled from a map and have
 ME2174.an estimated accuracy of +/- 6 seconds.
 ME2174
 ME2174.The orthometric height was determined by differential leveling and
 ME2174.adjusted by the NATIONAL GEODETIC SURVEY
 ME2174.in June 1991.
 ME2174
 ME2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2174.GEOID18 height accuracy estimate available here.
 ME2174
 ME2174.Click photographs - Photos may exist for this station.
 ME2174
 ME2174.The dynamic height is computed by dividing the NAVD 88
 ME2174.geopotential number by the normal gravity value computed on the
 ME2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2174.degrees latitude (g = 980.6199 gals.).
 ME2174
 ME2174.The modeled gravity was interpolated from observed gravity values.
 ME2174
 ME2174;                    North         East    Units  Estimated Accuracy
 ME2174;SPC MI S     -    38,140.    3,807,120.      MT  (+/- 180 meters Scaled)
 ME2174
 ME2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM258297(NAD 83)
 ME2174
 ME2174                          SUPERSEDED SURVEY CONTROL
 ME2174
 ME2174  NGVD 29 (01/19/93)  188.046  (m)          616.95   (f) ADJUSTED    1 2
 ME2174
 ME2174.Superseded values are not recommended for survey control.
 ME2174
 ME2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2174.See file dsdata.pdf to determine how the superseded data were derived.
 ME2174
 ME2174_MARKER: DV = VERTICAL CONTROL DISK
 ME2174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2174_SP_SET: BRIDGE ABUTMENT
 ME2174_STAMPING: F 330 1985
 ME2174_MARK LOGO: NGS
 ME2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2174+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 ME2174
 ME2174  HISTORY     - Date     Condition        Report By
 ME2174  HISTORY     - 1985     MONUMENTED       NGS
 ME2174  HISTORY     - 20040612 GOOD             INDIV
 ME2174  HISTORY     - 20040622 GOOD             FTCH
 ME2174  HISTORY     - 20230302 MARK NOT FOUND   MIDT
 ME2174
 ME2174                          STATION DESCRIPTION
 ME2174
 ME2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2174'3.9 KM (2.4 MI) NE FROM NEW BUFFALO.
 ME2174'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2174'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY
 ME2174'ALONG INTERSTATE HIGHWAY 94, IN TOP OF THE NORTHEAST CONCRETE ABUTMENT
 ME2174'OF THE NORTHEAST BOUND HIGHWAY BRIDGE SPANNING THE GALIEN RIVER,
 ME2174'19.2 M (63.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTHWEST BOUND LANES
 ME2174'OF THE HIGHWAY, AND 8.6 M (28.2 FT) NORTHWEST OF THE CENTER OF THE
 ME2174'NORTHEAST BOUND LANES OF THE HIGHWAY.
 ME2174'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ME2174
 ME2174                          STATION RECOVERY (2004)
 ME2174
 ME2174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 ME2174'RECOVERED IN GOOD CONDITION.
 ME2174
 ME2174                          STATION RECOVERY (2004)
 ME2174
 ME2174'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 ME2174'RECOVERED AS DESCRIBED
 ME2174
 ME2174                          STATION RECOVERY (2023)
 ME2174
 ME2174'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 ME2174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1056 ***********************************************************************
 NE1056  DESIGNATION -  F 331
 NE1056  PID         -  NE1056
 NE1056  STATE/COUNTY-  MI/WASHTENAW
 NE1056  COUNTRY     -  US
 NE1056  USGS QUAD   -  PINCKNEY (2017)
 NE1056
 NE1056                         *CURRENT SURVEY CONTROL
 NE1056  ______________________________________________________________________
 NE1056* NAD 83(1986) POSITION- 42 23 02.9    (N) 083 55 06.9    (W)   HD_HELD2
 NE1056* NAVD 88 ORTHO HEIGHT -   262.878 (meters)      862.46  (feet) ADJUSTED
 NE1056  ______________________________________________________________________
 NE1056  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 NE1056  DYNAMIC HEIGHT  -        262.803 (meters)      862.21  (feet) COMP
 NE1056  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 NE1056
 NE1056  VERT ORDER      -  FIRST     CLASS II
 NE1056
 NE1056.The horizontal coordinates were established by autonomous hand held GPS
 NE1056.observations and have an estimated accuracy of +/- 10 meters.
 NE1056
 NE1056.The orthometric height was determined by differential leveling and
 NE1056.adjusted by the NATIONAL GEODETIC SURVEY
 NE1056.in June 1991.
 NE1056
 NE1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1056.GEOID18 height accuracy estimate available here.
 NE1056
 NE1056.Click photographs - Photos may exist for this station.
 NE1056
 NE1056.The dynamic height is computed by dividing the NAVD 88
 NE1056.geopotential number by the normal gravity value computed on the
 NE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1056.degrees latitude (g = 980.6199 gals.).
 NE1056
 NE1056.The modeled gravity was interpolated from observed gravity values.
 NE1056
 NE1056;                    North         East    Units  Estimated Accuracy
 NE1056;SPC MI S     -    98,306.    4,036,898.      MT  (+/- 10 meters HH2 GPS)
 NE1056
 NE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5973996555(NAD 83)
 NE1056
 NE1056                          SUPERSEDED SURVEY CONTROL
 NE1056
 NE1056  NGVD 29 (01/19/93)  263.005  (m)          862.88   (f) ADJUSTED    1 2
 NE1056
 NE1056.Superseded values are not recommended for survey control.
 NE1056
 NE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1056.See file dsdata.pdf to determine how the superseded data were derived.
 NE1056
 NE1056_MARKER: I = METAL ROD
 NE1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1056_STAMPING: F 331 1985
 NE1056_MARK LOGO: NGS
 NE1056_PROJECTION: FLUSH
 NE1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1056_ROD/PIPE-DEPTH: 21.9 meters
 NE1056
 NE1056  HISTORY     - Date     Condition        Report By
 NE1056  HISTORY     - 1985     MONUMENTED       NGS
 NE1056  HISTORY     - 19981025 GOOD             USPSQD
 NE1056
 NE1056                          STATION DESCRIPTION
 NE1056
 NE1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1056'5.9 KM (3.65 MI) NW FROM DEXTER.
 NE1056'5.9 KM (3.65 MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS
 NE1056'JUNCTION WITH DEXTER-CHELSEA ROAD IN DEXTER, 0.4 KM (0.25 MI) SOUTH OF
 NE1056'THE INTERSECTION OF NORTH TERRITORIAL ROAD, 37.8 M (124.0 FT) NORTH OF
 NE1056'THE CENTER OF A DRIVEWAY LEADING TO 6780 DEXTER-PINCKNEY ROAD, 30.2 M
 NE1056'(99.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO 6780
 NE1056'DEXTER-PINCKNEY ROAD, AND 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF
 NE1056'THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NE1056'CAP.
 NE1056'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NE1056'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE1056
 NE1056                          STATION RECOVERY (1998)
 NE1056
 NE1056'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7983 ***********************************************************************
 AH7983  DESIGNATION -  F 332
 AH7983  PID         -  AH7983
 AH7983  STATE/COUNTY-  MI/JACKSON
 AH7983  COUNTRY     -  US
 AH7983  USGS QUAD   -  JACKSON NORTH (2017)
 AH7983
 AH7983                         *CURRENT SURVEY CONTROL
 AH7983  ______________________________________________________________________
 AH7983* NAD 83(2011) POSITION- 42 22 04.63473(N) 084 25 42.96022(W)   ADJUSTED
 AH7983* NAD 83(2011) ELLIP HT-   259.390 (meters)        (06/27/12)   ADJUSTED
 AH7983* NAD 83(2011) EPOCH   -  2010.00
 AH7983* NAVD 88 ORTHO HEIGHT -   293.496 (meters)      962.91  (feet) ADJUSTED
 AH7983  ______________________________________________________________________
 AH7983  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 AH7983  NAD 83(2011) X  -    458,221.668 (meters)                     COMP
 AH7983  NAD 83(2011) Y  - -4,697,448.970 (meters)                     COMP
 AH7983  NAD 83(2011) Z  -  4,276,063.821 (meters)                     COMP
 AH7983  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AH7983  DYNAMIC HEIGHT  -        293.396 (meters)      962.58  (feet) COMP
 AH7983  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 AH7983
 AH7983  VERT ORDER      -  FIRST     CLASS II
 AH7983
 AH7983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7983  Standards:
 AH7983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7983  -------------------------------------------------------------------
 AH7983  NETWORK    0.46   0.94           0.22   0.13   0.48      0.08427745
 AH7983  -------------------------------------------------------------------
 AH7983  Click here for local accuracies and other accuracy information.
 AH7983
 AH7983.The horizontal coordinates were established by GPS observations
 AH7983.and adjusted by the National Geodetic Survey in June 2012.
 AH7983
 AH7983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7983.been affixed to the stable North American tectonic plate. See 
 AH7983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7983
 AH7983.The horizontal coordinates are valid at the epoch date displayed above
 AH7983.which is a decimal equivalence of Year/Month/Day.
 AH7983
 AH7983.The orthometric height was determined by differential leveling and
 AH7983.adjusted by the NATIONAL GEODETIC SURVEY
 AH7983.in January 2002.
 AH7983
 AH7983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7983.GEOID18 height accuracy estimate available here.
 AH7983
 AH7983.Click photographs - Photos may exist for this station.
 AH7983
 AH7983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7983
 AH7983.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7983
 AH7983.The ellipsoidal height was determined by GPS observations
 AH7983.and is referenced to NAD 83.
 AH7983
 AH7983.The dynamic height is computed by dividing the NAVD 88
 AH7983.geopotential number by the normal gravity value computed on the
 AH7983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7983.degrees latitude (g = 980.6199 gals.).
 AH7983
 AH7983.The modeled gravity was interpolated from observed gravity values.
 AH7983
 AH7983. The following values were computed from the NAD 83(2011) position.
 AH7983
 AH7983;                    North         East     Units Scale Factor Converg.
 AH7983;SPC MI S     -    96,412.369 3,994,898.707   MT  0.99994733   -0 02 31.7
 AH7983;SPC MI S     -   316,313.55 13,106,623.05   iFT  0.99994733   -0 02 31.7
 AH7983;UTM  16      - 4,693,833.986   711,732.625   MT  1.00015162   +1 44 00.5
 AH7983
 AH7983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7983!SPC MI S     -   0.99995932  x   0.99994733  =   0.99990665
 AH7983!UTM  16      -   0.99995932  x   1.00015162  =   1.00011093
 AH7983
 AH7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1173293833(NAD 83)
 AH7983
 AH7983                          SUPERSEDED SURVEY CONTROL
 AH7983
 AH7983  NAD 83(2007)-  42 22 04.63492(N)    084 25 42.96123(W) AD(2002.00) 1
 AH7983  ELLIP H (08/07/08)  259.400  (m)                       GP(2002.00) 4 1
 AH7983  NAVD 88             293.50   (m)          962.9    (f) LEVELING    3  
 AH7983
 AH7983.Superseded values are not recommended for survey control.
 AH7983
 AH7983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7983.See file dsdata.pdf to determine how the superseded data were derived.
 AH7983
 AH7983_MARKER: I = METAL ROD
 AH7983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7983_STAMPING: F 332 1992
 AH7983_MARK LOGO: NGS
 AH7983_PROJECTION: FLUSH
 AH7983_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7983+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 AH7983_ROD/PIPE-DEPTH: 10.2 meters
 AH7983
 AH7983  HISTORY     - Date     Condition        Report By
 AH7983  HISTORY     - 1992     MONUMENTED       NGS
 AH7983  HISTORY     - 20000616 GOOD             NGS
 AH7983  HISTORY     - 20060524 GOOD             MIDT
 AH7983  HISTORY     - 20090925 GOOD             JCLS
 AH7983
 AH7983                          STATION DESCRIPTION
 AH7983
 AH7983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7983'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7983'LESLIE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG MILL STREET, THENCE 9.1
 AH7983'KM (5.65 MI) SOUTHERLY ALONG RUSSELL STREET (STATE ROAD) , 23.3 M
 AH7983'(76.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AH7983'HIGHWAY 127, 16.9 M (55.4 FT) NORTH OF THE EXTENDED CENTER OF RIVES
 AH7983'EATON ROAD, 12.5 M (41.0 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 AH7983'1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, AND 0.7 M (2.3 FT) EAST OF A
 AH7983'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7983'5-INCH LOGO CAP.
 AH7983
 AH7983                          STATION RECOVERY (2000)
 AH7983
 AH7983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7983'RECOVERED AS DESCRIBED.
 AH7983
 AH7983                          STATION RECOVERY (2006)
 AH7983
 AH7983'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AH7983'RECOVERED AS DESCRIBED.
 AH7983
 AH7983                          STATION RECOVERY (2009)
 AH7983
 AH7983'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 AH7983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7947 ***********************************************************************
 AH7947  DESIGNATION -  F 333
 AH7947  PID         -  AH7947
 AH7947  STATE/COUNTY-  MI/IONIA
 AH7947  COUNTRY     -  US
 AH7947  USGS QUAD   -  EAGLE (2017)
 AH7947
 AH7947                         *CURRENT SURVEY CONTROL
 AH7947  ______________________________________________________________________
 AH7947* NAD 83(1986) POSITION- 42 49 54.     (N) 084 51 04.     (W)   SCALED
 AH7947* NAVD 88 ORTHO HEIGHT -   244.434 (meters)      801.95  (feet) ADJUSTED
 AH7947  ______________________________________________________________________
 AH7947  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 AH7947  DYNAMIC HEIGHT  -        244.366 (meters)      801.72  (feet) COMP
 AH7947  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 AH7947
 AH7947  VERT ORDER      -  FIRST     CLASS II
 AH7947
 AH7947.The horizontal coordinates were scaled from a map and have
 AH7947.an estimated accuracy of +/- 6 seconds.
 AH7947
 AH7947.The orthometric height was determined by differential leveling and
 AH7947.adjusted by the NATIONAL GEODETIC SURVEY
 AH7947.in January 2002.
 AH7947
 AH7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7947.GEOID18 height accuracy estimate available here.
 AH7947
 AH7947.Click photographs - Photos may exist for this station.
 AH7947
 AH7947.The dynamic height is computed by dividing the NAVD 88
 AH7947.geopotential number by the normal gravity value computed on the
 AH7947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7947.degrees latitude (g = 980.6199 gals.).
 AH7947
 AH7947.The modeled gravity was interpolated from observed gravity values.
 AH7947
 AH7947;                    North         East    Units  Estimated Accuracy
 AH7947;SPC MI S     -   148,030.    3,960,390.      MT  (+/- 180 meters Scaled)
 AH7947
 AH7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN756443(NAD 83)
 AH7947
 AH7947                          SUPERSEDED SURVEY CONTROL
 AH7947
 AH7947.No superseded survey control is available for this station.
 AH7947
 AH7947_MARKER: F = FLANGE-ENCASED ROD
 AH7947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7947_STAMPING: F 333 1992
 AH7947_MARK LOGO: NGS
 AH7947_PROJECTION: FLUSH
 AH7947_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7947+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7947_ROD/PIPE-DEPTH: 5.5 meters
 AH7947
 AH7947  HISTORY     - Date     Condition        Report By
 AH7947  HISTORY     - 1992     MONUMENTED       NGS
 AH7947  HISTORY     - 19990408 GOOD             NGS
 AH7947
 AH7947                          STATION DESCRIPTION
 AH7947
 AH7947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7947'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7947'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 15.6 M (51.2
 AH7947'FT) NORTHEAST OF THE AVENUE CENTERLINE, 15.5 M (50.9 FT) SOUTHEAST OF
 AH7947'THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AH7947'POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 AH7947'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7947
 AH7947                          STATION RECOVERY (1999)
 AH7947
 AH7947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7947'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0487 ***********************************************************************
 NG0487  DESIGNATION -  F 334
 NG0487  PID         -  NG0487
 NG0487  STATE/COUNTY-  MI/VAN BUREN
 NG0487  COUNTRY     -  US
 NG0487  USGS QUAD   -  BANGOR (2017)
 NG0487
 NG0487                         *CURRENT SURVEY CONTROL
 NG0487  ______________________________________________________________________
 NG0487* NAD 83(1986) POSITION- 42 18 12.     (N) 086 06 32.     (W)   SCALED
 NG0487* NAVD 88 ORTHO HEIGHT -   202.879 (meters)      665.61  (feet) ADJUSTED
 NG0487  ______________________________________________________________________
 NG0487  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 NG0487  DYNAMIC HEIGHT  -        202.820 (meters)      665.42  (feet) COMP
 NG0487  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 NG0487
 NG0487  VERT ORDER      -  FIRST     CLASS II
 NG0487
 NG0487.The horizontal coordinates were scaled from a map and have
 NG0487.an estimated accuracy of +/- 6 seconds.
 NG0487
 NG0487.The orthometric height was determined by differential leveling and
 NG0487.adjusted by the NATIONAL GEODETIC SURVEY
 NG0487.in June 1991.
 NG0487
 NG0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0487.GEOID18 height accuracy estimate available here.
 NG0487
 NG0487.Click photographs - Photos may exist for this station.
 NG0487
 NG0487.The dynamic height is computed by dividing the NAVD 88
 NG0487.geopotential number by the normal gravity value computed on the
 NG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0487.degrees latitude (g = 980.6199 gals.).
 NG0487
 NG0487.The modeled gravity was interpolated from observed gravity values.
 NG0487
 NG0487;                    North         East    Units  Estimated Accuracy
 NG0487;SPC MI S     -    90,720.    3,856,360.      MT  (+/- 180 meters Scaled)
 NG0487
 NG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734838(NAD 83)
 NG0487
 NG0487                          SUPERSEDED SURVEY CONTROL
 NG0487
 NG0487  NGVD 29 (01/19/93)  203.010  (m)          666.04   (f) ADJUSTED    1 2
 NG0487
 NG0487.Superseded values are not recommended for survey control.
 NG0487
 NG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0487.See file dsdata.pdf to determine how the superseded data were derived.
 NG0487
 NG0487_MARKER: I = METAL ROD
 NG0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0487_STAMPING: F 334 1985
 NG0487_MARK LOGO: NGS
 NG0487_PROJECTION: FLUSH
 NG0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0487_ROD/PIPE-DEPTH: 17.1 meters
 NG0487
 NG0487  HISTORY     - Date     Condition        Report By
 NG0487  HISTORY     - 1985     MONUMENTED       NGS
 NG0487  HISTORY     - 20000803 GOOD             MI-159
 NG0487
 NG0487                          STATION DESCRIPTION
 NG0487
 NG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0487'15.5 KM (9.65 MI) SOUTH FROM GRAND JUNCTION.
 NG0487'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0487'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 3.2 KM (2.0 MI)
 NG0487'WESTERLY ALONG STATE HIGHWAY 43, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 NG0487'COUNTY ROAD 681, OR 5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY
 NG0487'FROM THE CITY HALL IN HARTFORD, THENCE 9.7 KM (6.0 MI) NORTHERLY ALONG
 NG0487'COUNTY ROAD 681, 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF THE ROAD,
 NG0487'8.5 M (27.9 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD
 NG0487'LEADING WEST, 7.4 M (24.3 FT) EAST OF THE EAST LEG OF A HIGHWAY
 NG0487'INFORMATION SIGN, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE WITH 2
 NG0487'GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NG0487'CAP.
 NG0487'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NG0487
 NG0487                          STATION RECOVERY (2000)
 NG0487
 NG0487'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0487'6 MILES NORTH ON CR 681 FROM COUNTY FAIRGROUNDS. OK FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1207 ***********************************************************************
 NF1207  DESIGNATION -  F 335
 NF1207  PID         -  NF1207
 NF1207  STATE/COUNTY-  MI/KALAMAZOO
 NF1207  COUNTRY     -  US
 NF1207  USGS QUAD   -  GALESBURG (2017)
 NF1207
 NF1207                         *CURRENT SURVEY CONTROL
 NF1207  ______________________________________________________________________
 NF1207* NAD 83(1986) POSITION- 42 17 28.     (N) 085 24 51.     (W)   SCALED
 NF1207* NAVD 88 ORTHO HEIGHT -   242.291 (meters)      794.92  (feet) ADJUSTED
 NF1207  ______________________________________________________________________
 NF1207  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 NF1207  DYNAMIC HEIGHT  -        242.215 (meters)      794.67  (feet) COMP
 NF1207  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NF1207
 NF1207  VERT ORDER      -  FIRST     CLASS II
 NF1207
 NF1207.The horizontal coordinates were scaled from a map and have
 NF1207.an estimated accuracy of +/- 6 seconds.
 NF1207
 NF1207.The orthometric height was determined by differential leveling and
 NF1207.adjusted by the NATIONAL GEODETIC SURVEY
 NF1207.in June 1991.
 NF1207
 NF1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1207.GEOID18 height accuracy estimate available here.
 NF1207
 NF1207.Click photographs - Photos may exist for this station.
 NF1207
 NF1207.The dynamic height is computed by dividing the NAVD 88
 NF1207.geopotential number by the normal gravity value computed on the
 NF1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1207.degrees latitude (g = 980.6199 gals.).
 NF1207
 NF1207.The modeled gravity was interpolated from observed gravity values.
 NF1207
 NF1207;                    North         East    Units  Estimated Accuracy
 NF1207;SPC MI S     -    88,410.    3,913,620.      MT  (+/- 180 meters Scaled)
 NF1207
 NF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM307833(NAD 83)
 NF1207
 NF1207                          SUPERSEDED SURVEY CONTROL
 NF1207
 NF1207  NGVD 29 (01/19/93)  242.423  (m)          795.35   (f) ADJUSTED    1 2
 NF1207
 NF1207.Superseded values are not recommended for survey control.
 NF1207
 NF1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1207.See file dsdata.pdf to determine how the superseded data were derived.
 NF1207
 NF1207_MARKER: I = METAL ROD
 NF1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1207_STAMPING: F 335 1985
 NF1207_MARK LOGO: NGS
 NF1207_PROJECTION: FLUSH
 NF1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1207_ROD/PIPE-DEPTH: 24.4 meters
 NF1207
 NF1207  HISTORY     - Date     Condition        Report By
 NF1207  HISTORY     - 1985     MONUMENTED       NGS
 NF1207  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF1207
 NF1207                          STATION DESCRIPTION
 NF1207
 NF1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1207'IN GALESBURG.
 NF1207'IN GALESBURG, AT THE INTERSECTION OF MICHIGAN AVENUE AND THE CONRAIL
 NF1207'RAILROAD, 45.0 M (147.6 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE,
 NF1207'9.4 M (30.8 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT)
 NF1207'SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1207'THROUGH A 5-INCH LOGO CAP.
 NF1207'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NF1207
 NF1207                          STATION RECOVERY (2003)
 NF1207
 NF1207'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1207'ROAD IN THIS AREA HAS BEEN RECENTLY WIDENED WITH UTILITY POLES
 NF1207'REPLACED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1189 ***********************************************************************
 NF1189  DESIGNATION -  F 336
 NF1189  PID         -  NF1189
 NF1189  STATE/COUNTY-  MI/CALHOUN
 NF1189  COUNTRY     -  US
 NF1189  USGS QUAD   -  CERESCO (2017)
 NF1189
 NF1189                         *CURRENT SURVEY CONTROL
 NF1189  ______________________________________________________________________
 NF1189* NAD 83(1986) POSITION- 42 17 57.     (N) 085 05 08.     (W)   SCALED
 NF1189* NAVD 88 ORTHO HEIGHT -   270.843 (meters)      888.59  (feet) ADJUSTED
 NF1189  ______________________________________________________________________
 NF1189  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 NF1189  DYNAMIC HEIGHT  -        270.755 (meters)      888.30  (feet) COMP
 NF1189  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 NF1189
 NF1189  VERT ORDER      -  FIRST     CLASS II
 NF1189
 NF1189.The horizontal coordinates were scaled from a map and have
 NF1189.an estimated accuracy of +/- 6 seconds.
 NF1189
 NF1189.The orthometric height was determined by differential leveling and
 NF1189.adjusted by the NATIONAL GEODETIC SURVEY
 NF1189.in June 1991.
 NF1189
 NF1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1189.GEOID18 height accuracy estimate available here.
 NF1189
 NF1189.Click photographs - Photos may exist for this station.
 NF1189
 NF1189.The dynamic height is computed by dividing the NAVD 88
 NF1189.geopotential number by the normal gravity value computed on the
 NF1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1189.degrees latitude (g = 980.6199 gals.).
 NF1189
 NF1189.The modeled gravity was interpolated from observed gravity values.
 NF1189
 NF1189;                    North         East    Units  Estimated Accuracy
 NF1189;SPC MI S     -    89,020.    3,940,720.      MT  (+/- 180 meters Scaled)
 NF1189
 NF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM578847(NAD 83)
 NF1189
 NF1189                          SUPERSEDED SURVEY CONTROL
 NF1189
 NF1189  NGVD 29 (01/19/93)  270.977  (m)          889.03   (f) ADJUSTED    1 2
 NF1189
 NF1189.Superseded values are not recommended for survey control.
 NF1189
 NF1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1189.See file dsdata.pdf to determine how the superseded data were derived.
 NF1189
 NF1189_MARKER: DV = VERTICAL CONTROL DISK
 NF1189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1189_SP_SET: PIER
 NF1189_STAMPING: F 336 1985
 NF1189_MARK LOGO: NGS
 NF1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1189+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2024
 NF1189
 NF1189  HISTORY     - Date     Condition        Report By
 NF1189  HISTORY     - 1985     MONUMENTED       NGS
 NF1189  HISTORY     - 19970308 GOOD             USPSQD
 NF1189  HISTORY     - 20011128 GOOD             NGS
 NF1189  HISTORY     - 20050901 GOOD             INDIV
 NF1189  HISTORY     - 20051009 GOOD             INDIV
 NF1189  HISTORY     - 20060911 GOOD             INDIV
 NF1189  HISTORY     - 20200407 GOOD             MCA
 NF1189  HISTORY     - 20240129 GOOD             SPICE
 NF1189
 NF1189                          STATION DESCRIPTION
 NF1189
 NF1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1189'8.2 KM (5.1 MI) EAST FROM BATTLE CREEK.
 NF1189'8.2 KM (5.1 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1189'BATTLE CREEK, SET VERTICALLY IN THE NORTHEST FACE OF THE MOST
 NF1189'NORTHEASTERLY 1 OF 5 COLUMNS OF THE AVENUE OVERPASS OF INTERSTATE
 NF1189'HIGHWAY 94 (EXIT 103), 9.9 M (32.5 FT) SOUTHEAST OF THE CENTERLINE OF
 NF1189'THE EAST BOUND LANES OF THE HIGHWAY, AND 9.8 M (32.2 FT) NORTHEAST OF
 NF1189'THE CENTER OF THE AVENUE.
 NF1189'THE MARK IS 1.5 M ABOVE THE GROUND.
 NF1189
 NF1189                          STATION RECOVERY (1997)
 NF1189
 NF1189'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2001)
 NF1189
 NF1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1189'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1189
 NF1189                          STATION RECOVERY (2005)
 NF1189
 NF1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2005)
 NF1189
 NF1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLF)
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2006)
 NF1189
 NF1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2020)
 NF1189
 NF1189'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2024)
 NF1189
 NF1189'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2024 (BJE)
 NF1189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1027 ***********************************************************************
 NE1027  CBN         -  This is a Cooperative Base Network Control Station.
 NE1027  DESIGNATION -  F 337
 NE1027  PID         -  NE1027
 NE1027  STATE/COUNTY-  MI/WAYNE
 NE1027  COUNTRY     -  US
 NE1027  USGS QUAD   -  YPSILANTI EAST (2017)
 NE1027
 NE1027                         *CURRENT SURVEY CONTROL
 NE1027  ______________________________________________________________________
 NE1027* NAD 83(2011) POSITION- 42 13 10.41643(N) 083 30 40.50629(W)   ADJUSTED
 NE1027* NAD 83(2011) ELLIP HT-   178.278 (meters)        (06/27/12)   ADJUSTED
 NE1027* NAD 83(2011) EPOCH   -  2010.00
 NE1027* NAVD 88 ORTHO HEIGHT -   212.637 (meters)      697.63  (feet) ADJUSTED
 NE1027  ______________________________________________________________________
 NE1027  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 NE1027  NAD 83(2011) X  -    534,616.174 (meters)                     COMP
 NE1027  NAD 83(2011) Y  - -4,700,472.690 (meters)                     COMP
 NE1027  NAD 83(2011) Z  -  4,263,815.939 (meters)                     COMP
 NE1027  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 NE1027  DYNAMIC HEIGHT  -        212.570 (meters)      697.41  (feet) COMP
 NE1027  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 NE1027  OBS GRAVITY     -    980,301.4   (mgal)                       GRAV_OBS
 NE1027
 NE1027  VERT ORDER      -  FIRST     CLASS II
 NE1027
 NE1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1027  Standards:
 NE1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1027  -------------------------------------------------------------------
 NE1027  NETWORK    0.26   0.43           0.12   0.09   0.22     -0.01479163
 NE1027  -------------------------------------------------------------------
 NE1027  Click here for local accuracies and other accuracy information.
 NE1027
 NE1027.The horizontal coordinates were established by GPS observations
 NE1027.and adjusted by the National Geodetic Survey in June 2012.
 NE1027
 NE1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1027.been affixed to the stable North American tectonic plate. See 
 NE1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1027
 NE1027.The horizontal coordinates are valid at the epoch date displayed above
 NE1027.which is a decimal equivalence of Year/Month/Day.
 NE1027
 NE1027.The orthometric height was determined by differential leveling and
 NE1027.adjusted by the NATIONAL GEODETIC SURVEY
 NE1027.in June 1991.
 NE1027
 NE1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1027.GEOID18 height accuracy estimate available here.
 NE1027
 NE1027.Click photographs - Photos may exist for this station.
 NE1027
 NE1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1027
 NE1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1027
 NE1027.The ellipsoidal height was determined by GPS observations
 NE1027.and is referenced to NAD 83.
 NE1027
 NE1027.The dynamic height is computed by dividing the NAVD 88
 NE1027.geopotential number by the normal gravity value computed on the
 NE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1027.degrees latitude (g = 980.6199 gals.).
 NE1027
 NE1027.The modeled gravity was interpolated from observed gravity values.
 NE1027
 NE1027.The observed gravity was obtained from relative gravimeter ties
 NE1027.to the IGSN71 gravity network.
 NE1027
 NE1027. The following values were computed from the NAD 83(2011) position.
 NE1027
 NE1027;                    North         East     Units Scale Factor Converg.
 NE1027;SPC MI S     -    80,286.481 4,070,624.564   MT  0.99997384   +0 34 55.7
 NE1027;SPC MI S     -   263,407.09 13,355,067.47   iFT  0.99997384   +0 34 55.7
 NE1027;UTM  17      - 4,677,207.467   292,734.027   MT  1.00012861   -1 41 17.1
 NE1027
 NE1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1027!SPC MI S     -   0.99997204  x   0.99997384  =   0.99994588
 NE1027!UTM  17      -   0.99997204  x   1.00012861  =   1.00010065
 NE1027
 NE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9273477207(NAD 83)
 NE1027
 NE1027                          SUPERSEDED SURVEY CONTROL
 NE1027
 NE1027  ELLIP H (06/10/07)  178.286  (m)                       GP(       ) 4 1
 NE1027  NAD 83(2007)-  42 13 10.41682(N)    083 30 40.50685(W) AD(2002.00) 0
 NE1027  ELLIP H (02/10/07)  178.277  (m)                       GP(2002.00)    
 NE1027  ELLIP H (06/11/02)  178.311  (m)                       GP(       ) 4 1
 NE1027  NAD 83(1994)-  42 13 10.41653(N)    083 30 40.50656(W) AD(       ) B
 NE1027  ELLIP H (09/20/95)  178.321  (m)                       GP(       ) 1 2
 NE1027  NAD 83(1986)-  42 13 10.42375(N)    083 30 40.53514(W) AD(       ) 1
 NE1027  NAD 83(1986)-  42 13 10.42214(N)    083 30 40.53071(W) AD(       ) 1
 NE1027  NAVD 88             212.64   (m)          697.6    (f) LEVELING    3  
 NE1027  NGVD 29 (01/19/93)  212.768  (m)          698.06   (f) ADJUSTED    1 2
 NE1027
 NE1027.Superseded values are not recommended for survey control.
 NE1027
 NE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1027.See file dsdata.pdf to determine how the superseded data were derived.
 NE1027
 NE1027_MARKER: F = FLANGE-ENCASED ROD
 NE1027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1027_STAMPING: F 337 1985
 NE1027_MARK LOGO: NGS
 NE1027_PROJECTION: FLUSH
 NE1027_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1027+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2015
 NE1027_ROD/PIPE-DEPTH: 11.6 meters
 NE1027_SLEEVE-DEPTH  : 69 meters
 NE1027
 NE1027  HISTORY     - Date     Condition        Report By
 NE1027  HISTORY     - 1985     MONUMENTED       NGS
 NE1027  HISTORY     - 19930518 GOOD             LOCENG
 NE1027  HISTORY     - 19931017 GOOD             WADTRI
 NE1027  HISTORY     - 19931101 GOOD             AYLENO
 NE1027  HISTORY     - 19940620 GOOD             MIDT
 NE1027  HISTORY     - 19940826 GOOD             NGS
 NE1027  HISTORY     - 19940922 GOOD             WADTRI
 NE1027  HISTORY     - 19961013 GOOD             OHM
 NE1027  HISTORY     - 20010227 GOOD             OHM
 NE1027  HISTORY     - 20010426 GOOD             LOCENG
 NE1027  HISTORY     - 20031215 GOOD             ROWEIN
 NE1027  HISTORY     - 20051216 GOOD             INDIV
 NE1027  HISTORY     - 20061212 GOOD             MIDT
 NE1027  HISTORY     - 20070110 GOOD             STANTI
 NE1027  HISTORY     - 20150221 GOOD             GEOPRO
 NE1027
 NE1027                          STATION DESCRIPTION
 NE1027
 NE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1027'24.8 KM (15.4 MI) EAST FROM ANN ARBOR.
 NE1027'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1027'HURON STREET IN ANN ARBOR, THENCE 19.9 KM (12.35 MI) WESTERLY ALONG
 NE1027'INTERSTATE HIGHWAY 94, OR 24.9 KM (15.45 MI) WESTERLY ALONG INTERSTATE
 NE1027'HIGHWAY 94 FROM ITS JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK,
 NE1027'0.7 KM (0.45 MI) EAST OF THE CENTER OF A REST AREA, 31.1 M (102.0 FT)
 NE1027'NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 18.0 M
 NE1027'(59.1 FT) NORTH OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (REST
 NE1027'AREA), AND 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.
 NE1027'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1027'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NE1027'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1027'STATION IS IN QUAD 420833 ON THE YPSILANTI EAST QUADRANGLE MAP. IT IS
 NE1027'IN THE SOUTHEAST 1/4 OF SECTION 18, T-3-S, R-8-E, VAN BUREN TOWNSHIP.
 NE1027'ABOUT 3.0 MI (4.8 KM) NORTHWEST OF BELLEVILLE, 5.0 MI (8.0 KM) EAST OF
 NE1027'YPSILANTI, 11.0 MI (17.7 KM) SOUTH OF PLYMOUTH, AND ON HIGHWAY
 NE1027'RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF INTERSTATE 94 AND
 NE1027'RAWSONVILLE ROAD, GO NORTH ALONG RAWSONVILLE ROAD FOR 0.2 MI (0.3 KM)
 NE1027'TO THE INTERSECTION OF INTERSTATE 94 NORTH SERVICE ROAD.  TURN RIGHT
 NE1027'AND GO EAST ALONG THE SERVICE ROAD FOR 0.9 MI (1.4 KM) TO THE STATION
 NE1027'ON THE RIGHT JUST OVER THE FENCE AS DESCRIBED. STATION IS 78.5 FT
 NE1027'(23.9 M) SOUTHEAST FROM A FIRE HYDRANT, 62.5 FT (19.1 M) NORTH FROM
 NE1027'THE NORTH EDGE OF CONCRETE SHOULDER FOR INTERSTATE 94 WESTBOUND, 24.0
 NE1027'FT (7.3 M) SOUTH FROM THE CENTER OF THE SERVICE ROAD, 1.0 FT (0.3 M)
 NE1027'SOUTH OF RIGHT-OF-WAY FENCE, AND 1.0 FT (0.3 M) SOUTH FROM A CARSONITE
 NE1027'WITNESS POST.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1027'STATION IS LOCATED ABOUT 7 KM (4.35 MI) EAST OF YPSILANTI, 6 KM (3.70
 NE1027'MI) WEST-SOUTHWEST OF ROMULUS, ON INTERSTATE HIGHWAY RIGHT-OF-WAY, IN
 NE1027'THE SOUTHEAST 1/4 OF SECTION 17, T 3 S, R 8 E, VAN BUREN TOWNSHIP,
 NE1027'YPSILANTI EAST QUADRANGLE MAP AND IN QUAD 420832. OWNERSHIP--MICHIGAN
 NE1027'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NE1027'OF INTERSTATE HIGHWAY 275 AND INTERSTATE HIGHWAY 94 IN WEST DETROIT,
 NE1027'GO WEST ON INTERSTATE HIGHWAY 94 FOR 1.4 MI (2.3 KM) TO HAGGERTY
 NE1027'HIGHWAY (EXIT 192) .  CONTINUE AHEAD AND GO WEST FOR 2.4 MI (3.9 KM)
 NE1027'ON INTERSTATE 94 TO BELLEVIEW ROAD (EXIT 190) .  CONTINUE AHEAD AND GO
 NE1027'WEST ON INTERSTATE 94 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT
 NE1027'NEAR RIGHT-OF-WAY FENCE, JUST BEFORE A HIGHWAY INFORMATION (REST AREA)
 NE1027'SIGN.  STATION IS 102.0 FT (31.1 M) NORTH OF THE CENTER OF THE
 NE1027'WESTBOUND LANES OF HIGHWAY 94, 98.5 FT (30.0 M) NORTHEAST OF THE NORTH
 NE1027'LEG OF A HIGHWAY INFORMATION SIGN (REST AREA) , 24.9 FT (7.6 M) SOUTH
 NE1027'OF THE CENTERLINE OF A FRONTAGE ROAD, 1.0 FT (0.3 M) SOUTH OF A
 NE1027'WITNESS POST AND FENCE AND 5.2 FT (1.6 M) ABOVE THE HEIGHT OF THE
 NE1027'INTERSTATE HIGHWAY 94.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1996)
 NE1027
 NE1027'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (2001)
 NE1027
 NE1027'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 NE1027'RECOVERED AS DESCRIBED
 NE1027
 NE1027                          STATION RECOVERY (2001)
 NE1027
 NE1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1027'STATION WAS RECOVERED ON 04-03-2001 BY LOCAL SURVEY FIRM,
 NE1027'PROFESSIONAL ENGINEERING, INC. (KTR) IN GOOD CONDITION.  STATION IS
 NE1027'GOOD TO USE FOR G.P.S.
 NE1027'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1027
 NE1027                          STATION RECOVERY (2003)
 NE1027
 NE1027'RECOVERY NOTE BY ROWE INCORPORATED 2003 (BAB)
 NE1027'STATION IS 30 FEET WEST OF AN 8 INCH PINE
 NE1027
 NE1027                          STATION RECOVERY (2005)
 NE1027
 NE1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 NE1027'RECOVERED IN GOOD CONDITION.
 NE1027
 NE1027                          STATION RECOVERY (2006)
 NE1027
 NE1027'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 NE1027'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 NE1027'0.15 METERS (0.5 FEET) SOUTH OF A CARSONITE WITNESS POST.
 NE1027
 NE1027                          STATION RECOVERY (2007)
 NE1027
 NE1027'RECOVERY NOTE BY STANTEC CONSULTING INC. 2007 (BDF)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (2015)
 NE1027
 NE1027'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (SML)
 NE1027'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1001 ***********************************************************************
 NE1001  DESIGNATION -  F 338
 NE1001  PID         -  NE1001
 NE1001  STATE/COUNTY-  MI/WAYNE
 NE1001  COUNTRY     -  US
 NE1001  USGS QUAD   -  DETROIT (2017)
 NE1001
 NE1001                         *CURRENT SURVEY CONTROL
 NE1001  ______________________________________________________________________
 NE1001* NAD 83(1986) POSITION- 42 18 29.     (N) 083 06 10.     (W)   SCALED
 NE1001* NAVD 88 ORTHO HEIGHT -   178.988 (meters)      587.23  (feet) ADJUSTED
 NE1001  ______________________________________________________________________
 NE1001  GEOID HEIGHT    -        -34.534 (meters)                     GEOID18
 NE1001  DYNAMIC HEIGHT  -        178.934 (meters)      587.05  (feet) COMP
 NE1001  MODELED GRAVITY -    980,319.4   (mgal)                       NAVD 88
 NE1001
 NE1001  VERT ORDER      -  FIRST     CLASS II
 NE1001
 NE1001.The horizontal coordinates were scaled from a map and have
 NE1001.an estimated accuracy of +/- 6 seconds.
 NE1001
 NE1001.The orthometric height was determined by differential leveling and
 NE1001.adjusted by the NATIONAL GEODETIC SURVEY
 NE1001.in June 1991.
 NE1001
 NE1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1001.GEOID18 height accuracy estimate available here.
 NE1001
 NE1001.Click photographs - Photos may exist for this station.
 NE1001
 NE1001.The dynamic height is computed by dividing the NAVD 88
 NE1001.geopotential number by the normal gravity value computed on the
 NE1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1001.degrees latitude (g = 980.6199 gals.).
 NE1001
 NE1001.The modeled gravity was interpolated from observed gravity values.
 NE1001
 NE1001;                    North         East    Units  Estimated Accuracy
 NE1001;SPC MI S     -    90,540.    4,104,200.      MT  (+/- 180 meters Scaled)
 NE1001
 NE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG266861(NAD 83)
 NE1001
 NE1001                          SUPERSEDED SURVEY CONTROL
 NE1001
 NE1001  NGVD 29 (01/19/93)  179.158  (m)          587.79   (f) ADJUSTED    1 2
 NE1001
 NE1001.Superseded values are not recommended for survey control.
 NE1001
 NE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1001.See file dsdata.pdf to determine how the superseded data were derived.
 NE1001
 NE1001_MARKER: DV = VERTICAL CONTROL DISK
 NE1001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1001_SP_SET: BRIDGE ABUTMENT
 NE1001_STAMPING: F 338 1985
 NE1001_MARK LOGO: NGS
 NE1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1001+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 NE1001
 NE1001  HISTORY     - Date     Condition        Report By
 NE1001  HISTORY     - 1985     MONUMENTED       NGS
 NE1001  HISTORY     - 20020511 GOOD             OHM
 NE1001  HISTORY     - 20060410 GOOD             WOOLPT
 NE1001  HISTORY     - 20091209 GOOD             ADVGEO
 NE1001  HISTORY     - 20150729 GOOD             INDIV
 NE1001
 NE1001                          STATION DESCRIPTION
 NE1001
 NE1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1001'IN DETROIT.
 NE1001'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND DRAGOON
 NE1001'STREET, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 NE1001'THE SOUTHEAST CONCRETE ABUTMENT OF THE DRAGOON STREET OVERPASS OF THE
 NE1001'HIGHWAY, 23.6 M (77.4 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST
 NE1001'BOUND LANES OF THE HIGHWAY, AND 15.7 M (51.6 FT) NORTHEAST OF THE
 NE1001'CENTER OF THE STREET.
 NE1001'THE MARK IS 1.5 M BELOW THE STREET.
 NE1001
 NE1001                          STATION RECOVERY (2002)
 NE1001
 NE1001'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1001'RECOVERED AS DESCRIBED
 NE1001
 NE1001                          STATION RECOVERY (2006)
 NE1001
 NE1001'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (ARL)
 NE1001'RECOVERED AS DESCRIBED.
 NE1001
 NE1001                          STATION RECOVERY (2009)
 NE1001
 NE1001'RECOVERY NOTE BY ADVANCED GEOMATICS 2009 (JHF)
 NE1001'RECOVERED IN GOOD CONDITION.
 NE1001
 NE1001                          STATION RECOVERY (2015)
 NE1001
 NE1001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1001'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0727 ***********************************************************************
 RJ0727  DESIGNATION -  F 339
 RJ0727  PID         -  RJ0727
 RJ0727  STATE/COUNTY-  MI/CHIPPEWA
 RJ0727  COUNTRY     -  US
 RJ0727  USGS QUAD   -  MUNUSCONG (2017)
 RJ0727
 RJ0727                         *CURRENT SURVEY CONTROL
 RJ0727  ______________________________________________________________________
 RJ0727* NAD 83(1986) POSITION- 46 09 39.     (N) 084 08 12.     (W)   SCALED
 RJ0727* NAVD 88 ORTHO HEIGHT -   178.280 (meters)      584.91  (feet) ADJUSTED
 RJ0727  ______________________________________________________________________
 RJ0727  GEOID HEIGHT    -        -36.501 (meters)                     GEOID18
 RJ0727  DYNAMIC HEIGHT  -        178.287 (meters)      584.93  (feet) COMP
 RJ0727  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 RJ0727
 RJ0727  VERT ORDER      -  SECOND    CLASS I
 RJ0727
 RJ0727.The horizontal coordinates were scaled from a map and have
 RJ0727.an estimated accuracy of +/- 6 seconds.
 RJ0727
 RJ0727.The orthometric height was determined by differential leveling and
 RJ0727.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0727.in June 1991.
 RJ0727
 RJ0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0727.GEOID18 height accuracy estimate available here.
 RJ0727
 RJ0727.Click photographs - Photos may exist for this station.
 RJ0727
 RJ0727.The dynamic height is computed by dividing the NAVD 88
 RJ0727.geopotential number by the normal gravity value computed on the
 RJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0727.degrees latitude (g = 980.6199 gals.).
 RJ0727
 RJ0727.The modeled gravity was interpolated from observed gravity values.
 RJ0727
 RJ0727;                    North         East    Units  Estimated Accuracy
 RJ0727;SPC MI N     -   157,090.    8,221,090.      MT  (+/- 180 meters Scaled)
 RJ0727
 RJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS210159(NAD 83)
 RJ0727
 RJ0727                          SUPERSEDED SURVEY CONTROL
 RJ0727
 RJ0727.No superseded survey control is available for this station.
 RJ0727
 RJ0727_MARKER: DB = BENCH MARK DISK
 RJ0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0727_STAMPING: F 339 1986
 RJ0727_MARK LOGO: NOS
 RJ0727_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0727_ROD/PIPE-DEPTH: 8.2 meters
 RJ0727
 RJ0727  HISTORY     - Date     Condition        Report By
 RJ0727  HISTORY     - 1986     MONUMENTED       NOS
 RJ0727  HISTORY     - 1986     MARK NOT FOUND   NOS
 RJ0727
 RJ0727                          STATION DESCRIPTION
 RJ0727
 RJ0727'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0727'17.4 KM (10.8 MI) EAST FROM PICKFORD.
 RJ0727'17.3 KM (10.75 MI) EAST LONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0727'PICKFORD, THENCE 0.4 KM (0.25 MI) NORTH ALONG A DIRT ROAD, AT HARVEYS
 RJ0727'RESORT, 4.5 M (14.8 FT) EAST OF UTILITY POLE NUMBER PD255129, AND 3.9
 RJ0727'M (12.8 FT) WEST OF THE CENTERLINE OF THE ROAD.
 RJ0727'THE MARK IS 0.3 M BELOW THE ROAD.
 RJ0727
 RJ0727                          STATION RECOVERY (1986)
 RJ0727
 RJ0727'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0243 ***********************************************************************
 OJ0243  DESIGNATION -  F 34
 OJ0243  PID         -  OJ0243
 OJ0243  STATE/COUNTY-  MI/TUSCOLA
 OJ0243  COUNTRY     -  US
 OJ0243  USGS QUAD   -  SEBEWAING (2017)
 OJ0243
 OJ0243                         *CURRENT SURVEY CONTROL
 OJ0243  ______________________________________________________________________
 OJ0243* NAD 83(2011) POSITION- 43 42 14.59674(N) 083 28 30.12997(W)   ADJUSTED
 OJ0243* NAD 83(2011) ELLIP HT-   144.393 (meters)        (12/17/13)   ADJUSTED
 OJ0243* NAD 83(2011) EPOCH   -  2010.00
 OJ0243* NAVD 88 ORTHO HEIGHT -   178.986 (meters)      587.22  (feet) ADJUSTED
 OJ0243  ______________________________________________________________________
 OJ0243  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 OJ0243  NAD 83(2011) X  -    524,812.611 (meters)                     COMP
 OJ0243  NAD 83(2011) Y  - -4,588,445.793 (meters)                     COMP
 OJ0243  NAD 83(2011) Z  -  4,384,478.948 (meters)                     COMP
 OJ0243  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 OJ0243  DYNAMIC HEIGHT  -        178.955 (meters)      587.12  (feet) COMP
 OJ0243  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 OJ0243
 OJ0243  VERT ORDER      -  FIRST     CLASS 0
 OJ0243
 OJ0243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0243  Standards:
 OJ0243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0243  -------------------------------------------------------------------
 OJ0243  NETWORK    0.48   1.20           0.22   0.16   0.61     -0.04048774
 OJ0243  -------------------------------------------------------------------
 OJ0243  Click here for local accuracies and other accuracy information.
 OJ0243
 OJ0243.The horizontal coordinates were established by GPS observations
 OJ0243.and adjusted by the National Geodetic Survey in December 2013.
 OJ0243
 OJ0243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0243.been affixed to the stable North American tectonic plate. See 
 OJ0243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0243
 OJ0243.The horizontal coordinates are valid at the epoch date displayed above
 OJ0243.which is a decimal equivalence of Year/Month/Day.
 OJ0243
 OJ0243.The orthometric height was determined by differential leveling and
 OJ0243.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0243.in June 1991.
 OJ0243
 OJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0243.GEOID18 height accuracy estimate available here.
 OJ0243
 OJ0243.Click photographs - Photos may exist for this station.
 OJ0243
 OJ0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0243
 OJ0243.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0243
 OJ0243.The ellipsoidal height was determined by GPS observations
 OJ0243.and is referenced to NAD 83.
 OJ0243
 OJ0243.The dynamic height is computed by dividing the NAVD 88
 OJ0243.geopotential number by the normal gravity value computed on the
 OJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0243.degrees latitude (g = 980.6199 gals.).
 OJ0243
 OJ0243.The modeled gravity was interpolated from observed gravity values.
 OJ0243
 OJ0243. The following values were computed from the NAD 83(2011) position.
 OJ0243
 OJ0243;                    North         East     Units Scale Factor Converg.
 OJ0243;SPC MI S     -   245,213.110 4,071,868.119   MT  1.00000914   +0 36 24.4
 OJ0243;SPC MI S     -   804,504.95 13,359,147.37   iFT  1.00000914   +0 36 24.4
 OJ0243;UTM  17      - 4,841,980.663   300,579.600   MT  1.00008918   -1 42 38.3
 OJ0243
 OJ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0243!SPC MI S     -   0.99997736  x   1.00000914  =   0.99998650
 OJ0243!UTM  17      -   0.99997736  x   1.00008918  =   1.00006654
 OJ0243
 OJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0057941980(NAD 83)
 OJ0243
 OJ0243                          SUPERSEDED SURVEY CONTROL
 OJ0243
 OJ0243  NGVD 29 (??/??/92)  179.134  (m)          587.71   (f) ADJ UNCH    1 0
 OJ0243
 OJ0243.Superseded values are not recommended for survey control.
 OJ0243
 OJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0243
 OJ0243_MARKER: DB = BENCH MARK DISK
 OJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0243_STAMPING: F 34 1934
 OJ0243_MARK LOGO: CGS
 OJ0243_PROJECTION: FLUSH
 OJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0243+STABILITY: SURFACE MOTION
 OJ0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0243+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 OJ0243
 OJ0243  HISTORY     - Date     Condition        Report By
 OJ0243  HISTORY     - 1934     MONUMENTED       CGS
 OJ0243  HISTORY     - 1954     GOOD             CGS
 OJ0243  HISTORY     - 1976     GOOD             NOS
 OJ0243  HISTORY     - 19990530 GOOD             USPSQD
 OJ0243  HISTORY     - 20090824 GOOD             MIDT
 OJ0243  HISTORY     - 20210615 GOOD             MIDT
 OJ0243
 OJ0243                          STATION DESCRIPTION
 OJ0243
 OJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0243'2.3 MI S FROM SEBEWAING.
 OJ0243'IN TUSCOLA COUNTY, 2.3 MILES SOUTH ALONG THE PERE MARQUETTE
 OJ0243'RAILWAY FROM THE STATION AT SEBEWAING, HURON COUNTY, 100 YARDS
 OJ0243'SOUTHWEST OF THE WM. J. DEMO TWO-STORY FRAME HOUSE, AT A
 OJ0243'DIRT-ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OJ0243'27 FEET WEST OF THE WEST RAIL, 6 FEET NORTHEAST OF A WIRE FENCE
 OJ0243'CORNER, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0243'DISK, STAMPED F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0243
 OJ0243                          STATION RECOVERY (1954)
 OJ0243
 OJ0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 OJ0243'RECOVERED IN GOOD CONDITION.
 OJ0243
 OJ0243                          STATION RECOVERY (1976)
 OJ0243
 OJ0243'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0243'2.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 OJ0243'STATION AT SEBEWAING,HURON COUNTY, AT THE NORTHWEST CORNER OF
 OJ0243'THE INTERSECTION OF BERGER ROAD, 30 FEET NORTH OF THE CENTERLINE
 OJ0243'OF THE ROAD, 27 FEET WEST OF THE WEST RAIL, AND 6 FEET NORTHEAST
 OJ0243'OF A FENCE CORNER.
 OJ0243'THE MARK IS 2 FT BELOW RAILS.
 OJ0243
 OJ0243                          STATION RECOVERY (1999)
 OJ0243
 OJ0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0243'RECOVERED IN GOOD CONDITION.
 OJ0243
 OJ0243                          STATION RECOVERY (2009)
 OJ0243
 OJ0243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0243'RECOVERED AS DESCRIBED.
 OJ0243
 OJ0243                          STATION RECOVERY (2021)
 OJ0243
 OJ0243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5049 ***********************************************************************
 AA5049  DESIGNATION -  F 340
 AA5049  PID         -  AA5049
 AA5049  STATE/COUNTY-  MI/MASON
 AA5049  COUNTRY     -  US
 AA5049  USGS QUAD   -  TALLMAN (2017)
 AA5049
 AA5049                         *CURRENT SURVEY CONTROL
 AA5049  ______________________________________________________________________
 AA5049* NAD 83(1986) POSITION- 43 56 44.     (N) 086 04 08.     (W)   SCALED
 AA5049* NAVD 88 ORTHO HEIGHT -   217.900 (meters)      714.89  (feet) ADJUSTED
 AA5049  ______________________________________________________________________
 AA5049  GEOID HEIGHT    -        -34.437 (meters)                     GEOID18
 AA5049  DYNAMIC HEIGHT  -        217.863 (meters)      714.77  (feet) COMP
 AA5049  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 AA5049
 AA5049  VERT ORDER      -  FIRST     CLASS II
 AA5049
 AA5049.The horizontal coordinates were scaled from a map and have
 AA5049.an estimated accuracy of +/- 6 seconds.
 AA5049
 AA5049.The orthometric height was determined by differential leveling and
 AA5049.adjusted by the NATIONAL GEODETIC SURVEY
 AA5049.in January 2002.
 AA5049
 AA5049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5049.GEOID18 height accuracy estimate available here.
 AA5049
 AA5049.Click photographs - Photos may exist for this station.
 AA5049
 AA5049.The dynamic height is computed by dividing the NAVD 88
 AA5049.geopotential number by the normal gravity value computed on the
 AA5049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5049.degrees latitude (g = 980.6199 gals.).
 AA5049
 AA5049.The modeled gravity was interpolated from observed gravity values.
 AA5049
 AA5049;                    North         East    Units  Estimated Accuracy
 AA5049;SPC MI C     -    71,320.    5,863,350.      MT  (+/- 180 meters Scaled)
 AA5049
 AA5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP747662(NAD 83)
 AA5049
 AA5049                          SUPERSEDED SURVEY CONTROL
 AA5049
 AA5049.No superseded survey control is available for this station.
 AA5049
 AA5049_MARKER: I = METAL ROD
 AA5049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5049_STAMPING: F 340 1992
 AA5049_MARK LOGO: NGS
 AA5049_PROJECTION: FLUSH
 AA5049_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5049+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5049_ROD/PIPE-DEPTH: 19.5 meters
 AA5049
 AA5049  HISTORY     - Date     Condition        Report By
 AA5049  HISTORY     - 1992     MONUMENTED       NGS
 AA5049  HISTORY     - 20031010 GOOD             USPSQD
 AA5049
 AA5049                          STATION DESCRIPTION
 AA5049
 AA5049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5049'12.5 KM (7.75 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5049'IN CUSTER, 13.8 M (45.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.2 M
 AA5049'(43.3 FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER C9100 1, 5.0 M
 AA5049'(16.4 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT) NORTH OF
 AA5049'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AA5049'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5049
 AA5049                          STATION RECOVERY (2003)
 AA5049
 AA5049'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7870 ***********************************************************************
 AH7870  DESIGNATION -  F 341
 AH7870  PID         -  AH7870
 AH7870  STATE/COUNTY-  MI/MECOSTA
 AH7870  COUNTRY     -  US
 AH7870  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7870
 AH7870                         *CURRENT SURVEY CONTROL
 AH7870  ______________________________________________________________________
 AH7870* NAD 83(1986) POSITION- 43 46 27.     (N) 085 30 13.     (W)   SCALED
 AH7870* NAVD 88 ORTHO HEIGHT -   288.858 (meters)      947.70  (feet) ADJUSTED
 AH7870  ______________________________________________________________________
 AH7870  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 AH7870  DYNAMIC HEIGHT  -        288.808 (meters)      947.53  (feet) COMP
 AH7870  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 AH7870
 AH7870  VERT ORDER      -  FIRST     CLASS II
 AH7870
 AH7870.The horizontal coordinates were scaled from a map and have
 AH7870.an estimated accuracy of +/- 6 seconds.
 AH7870
 AH7870.The orthometric height was determined by differential leveling and
 AH7870.adjusted by the NATIONAL GEODETIC SURVEY
 AH7870.in January 2002.
 AH7870
 AH7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7870.GEOID18 height accuracy estimate available here.
 AH7870
 AH7870.Click photographs - Photos may exist for this station.
 AH7870
 AH7870.The dynamic height is computed by dividing the NAVD 88
 AH7870.geopotential number by the normal gravity value computed on the
 AH7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7870.degrees latitude (g = 980.6199 gals.).
 AH7870
 AH7870.The modeled gravity was interpolated from observed gravity values.
 AH7870
 AH7870;                    North         East    Units  Estimated Accuracy
 AH7870;SPC MI S     -   253,240.    3,908,470.      MT  (+/- 180 meters Scaled)
 AH7870
 AH7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204478(NAD 83)
 AH7870
 AH7870                          SUPERSEDED SURVEY CONTROL
 AH7870
 AH7870.No superseded survey control is available for this station.
 AH7870
 AH7870_MARKER: F = FLANGE-ENCASED ROD
 AH7870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7870_STAMPING: F 341 1992
 AH7870_MARK LOGO: NGS
 AH7870_PROJECTION: FLUSH
 AH7870_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7870+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 AH7870_ROD/PIPE-DEPTH: 10.4 meters
 AH7870
 AH7870  HISTORY     - Date     Condition        Report By
 AH7870  HISTORY     - 1992     MONUMENTED       NGS
 AH7870  HISTORY     - 20220309 GOOD             ROWEIN
 AH7870
 AH7870                          STATION DESCRIPTION
 AH7870
 AH7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7870'IN PARIS, AT THE INTERSECTION OF U.S.  HIGHWAY 131 BUSINESS AND
 AH7870'LINCOLN STREET, 61.0 M (200.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.2
 AH7870'M (26.9 FT) NORTH OF AND LEVEL WITH THE STREET CENTER, 3.3 M (10.8 FT)
 AH7870'WEST OF A UTILITY POLE, AND 1.0 M (3.3 FT) SOUTH OF A WITNESS POST.
 AH7870'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7870
 AH7870                          STATION RECOVERY (2022)
 AH7870
 AH7870'RECOVERY NOTE BY ROWE INCORPORATED 2022 (GS)
 AH7870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7897 ***********************************************************************
 AH7897  DESIGNATION -  F 342
 AH7897  PID         -  AH7897
 AH7897  STATE/COUNTY-  MI/MECOSTA
 AH7897  COUNTRY     -  US
 AH7897  USGS QUAD   -  BLANCHARD (2017)
 AH7897
 AH7897                         *CURRENT SURVEY CONTROL
 AH7897  ______________________________________________________________________
 AH7897* NAD 83(1986) POSITION- 43 33 45.     (N) 085 06 20.     (W)   SCALED
 AH7897* NAVD 88 ORTHO HEIGHT -   300.345 (meters)      985.38  (feet) ADJUSTED
 AH7897  ______________________________________________________________________
 AH7897  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 AH7897  DYNAMIC HEIGHT  -        300.289 (meters)      985.20  (feet) COMP
 AH7897  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 AH7897
 AH7897  VERT ORDER      -  FIRST     CLASS II
 AH7897
 AH7897.The horizontal coordinates were scaled from a map and have
 AH7897.an estimated accuracy of +/- 6 seconds.
 AH7897
 AH7897.The orthometric height was determined by differential leveling and
 AH7897.adjusted by the NATIONAL GEODETIC SURVEY
 AH7897.in January 2002.
 AH7897
 AH7897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7897.GEOID18 height accuracy estimate available here.
 AH7897
 AH7897.Click photographs - Photos may exist for this station.
 AH7897
 AH7897.The dynamic height is computed by dividing the NAVD 88
 AH7897.geopotential number by the normal gravity value computed on the
 AH7897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7897.degrees latitude (g = 980.6199 gals.).
 AH7897
 AH7897.The modeled gravity was interpolated from observed gravity values.
 AH7897
 AH7897;                    North         East    Units  Estimated Accuracy
 AH7897;SPC MI S     -   229,370.    3,940,310.      MT  (+/- 180 meters Scaled)
 AH7897
 AH7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP529250(NAD 83)
 AH7897
 AH7897                          SUPERSEDED SURVEY CONTROL
 AH7897
 AH7897.No superseded survey control is available for this station.
 AH7897
 AH7897_MARKER: I = METAL ROD
 AH7897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7897_STAMPING: F 342 1992
 AH7897_MARK LOGO: NGS
 AH7897_PROJECTION: FLUSH
 AH7897_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7897+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7897_ROD/PIPE-DEPTH: 4.4 meters
 AH7897
 AH7897  HISTORY     - Date     Condition        Report By
 AH7897  HISTORY     - 1992     MONUMENTED       NGS
 AH7897
 AH7897                          STATION DESCRIPTION
 AH7897
 AH7897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7897'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7897'IN REMUS, THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG 10TH AVENUE, NEAR
 AH7897'THE SOUTHEAST CORNER OF A CEMETERY, 13.4 M (44.0 FT) WEST OF THE
 AH7897'AVENUE CENTER, 13.2 M (43.3 FT) SOUTH OF THE SOUTHEAST CORNER OF
 AH7897'HUTCHINSON HEADSTONE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE,
 AH7897'0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST AND THE EAST END OF A
 AH7897'FENCE, AND 0.3 M (1.0 FT) NORTH OF THE FENCE.  NOTE--ACCESS TO THE
 AH7897'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7908 ***********************************************************************
 AH7908  DESIGNATION -  F 343
 AH7908  PID         -  AH7908
 AH7908  STATE/COUNTY-  MI/MONTCALM
 AH7908  COUNTRY     -  US
 AH7908  USGS QUAD   -  EDMORE (2017)
 AH7908
 AH7908                         *CURRENT SURVEY CONTROL
 AH7908  ______________________________________________________________________
 AH7908* NAD 83(2011) POSITION- 43 23 34.25488(N) 085 02 39.41571(W)   ADJUSTED
 AH7908* NAD 83(2011) ELLIP HT-   263.173 (meters)        (06/27/12)   ADJUSTED
 AH7908* NAD 83(2011) EPOCH   -  2010.00
 AH7908* NAVD 88 ORTHO HEIGHT -   295.769 (meters)      970.37  (feet) ADJUSTED
 AH7908  ______________________________________________________________________
 AH7908  GEOID HEIGHT    -        -32.601 (meters)                     GEOID18
 AH7908  NAD 83(2011) X  -    401,026.166 (meters)                     COMP
 AH7908  NAD 83(2011) Y  - -4,624,916.212 (meters)                     COMP
 AH7908  NAD 83(2011) Z  -  4,359,499.559 (meters)                     COMP
 AH7908  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 AH7908  DYNAMIC HEIGHT  -        295.715 (meters)      970.19  (feet) COMP
 AH7908  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 AH7908
 AH7908  VERT ORDER      -  FIRST     CLASS II
 AH7908
 AH7908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7908  Standards:
 AH7908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7908  -------------------------------------------------------------------
 AH7908  NETWORK    0.50   1.04           0.23   0.17   0.53      0.05092275
 AH7908  -------------------------------------------------------------------
 AH7908  Click here for local accuracies and other accuracy information.
 AH7908
 AH7908.The horizontal coordinates were established by GPS observations
 AH7908.and adjusted by the National Geodetic Survey in June 2012.
 AH7908
 AH7908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7908.been affixed to the stable North American tectonic plate. See 
 AH7908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7908
 AH7908.The horizontal coordinates are valid at the epoch date displayed above
 AH7908.which is a decimal equivalence of Year/Month/Day.
 AH7908
 AH7908.The orthometric height was determined by differential leveling and
 AH7908.adjusted by the NATIONAL GEODETIC SURVEY
 AH7908.in January 2002.
 AH7908
 AH7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7908.GEOID18 height accuracy estimate available here.
 AH7908
 AH7908.Click photographs - Photos may exist for this station.
 AH7908
 AH7908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7908
 AH7908.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7908
 AH7908.The ellipsoidal height was determined by GPS observations
 AH7908.and is referenced to NAD 83.
 AH7908
 AH7908.The dynamic height is computed by dividing the NAVD 88
 AH7908.geopotential number by the normal gravity value computed on the
 AH7908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7908.degrees latitude (g = 980.6199 gals.).
 AH7908
 AH7908.The modeled gravity was interpolated from observed gravity values.
 AH7908
 AH7908. The following values were computed from the NAD 83(2011) position.
 AH7908
 AH7908;                    North         East     Units Scale Factor Converg.
 AH7908;SPC MI S     -   210,478.265 3,945,103.442   MT  0.99994612   -0 27 40.1
 AH7908;SPC MI S     -   690,545.49 12,943,252.76   iFT  0.99994612   -0 27 40.1
 AH7908;UTM  16      - 4,806,298.940   658,389.798   MT  0.99990860   +1 20 37.9
 AH7908
 AH7908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7908!SPC MI S     -   0.99995873  x   0.99994612  =   0.99990485
 AH7908!UTM  16      -   0.99995873  x   0.99990860  =   0.99986734
 AH7908
 AH7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5838906298(NAD 83)
 AH7908
 AH7908                          SUPERSEDED SURVEY CONTROL
 AH7908
 AH7908  NAD 83(2007)-  43 23 34.25491(N)    085 02 39.41650(W) AD(2002.00) 1
 AH7908  ELLIP H (08/07/08)  263.185  (m)                       GP(2002.00) 4 1
 AH7908  NAVD 88             295.77   (m)          970.4    (f) LEVELING    3  
 AH7908
 AH7908.Superseded values are not recommended for survey control.
 AH7908
 AH7908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7908.See file dsdata.pdf to determine how the superseded data were derived.
 AH7908
 AH7908_MARKER: F = FLANGE-ENCASED ROD
 AH7908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7908_STAMPING: F 343 1992
 AH7908_MARK LOGO: NGS
 AH7908_PROJECTION: FLUSH
 AH7908_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7908+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 AH7908_ROD/PIPE-DEPTH: 14.6 meters
 AH7908
 AH7908  HISTORY     - Date     Condition        Report By
 AH7908  HISTORY     - 1992     MONUMENTED       NGS
 AH7908  HISTORY     - 20060522 GOOD             MIDT
 AH7908  HISTORY     - 20110926 GOOD             PREIN
 AH7908  HISTORY     - 20250722 GOOD             MIDT
 AH7908
 AH7908                          STATION DESCRIPTION
 AH7908
 AH7908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7908'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7908'EDMORE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG WYMAN ROAD, 85.2 M
 AH7908'(279.5 FT) SOUTH OF THE CENTER OF DEANOR ROAD, 8.6 M (28.2 FT) WEST OF
 AH7908'THE ROAD CENTERLINE, 2.9 M (9.5 FT) NORTH OF A T-JUNCTION UTILITY POLE
 AH7908'WITH A GUY CABLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 AH7908'(1.0 FT) ABOVE THE LEVEL OF WYMAN ROAD.  NOTE--ACCESS TO THE DATUM
 AH7908'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7908
 AH7908                          STATION RECOVERY (2006)
 AH7908
 AH7908'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 AH7908'RECOVERED IN GOOD CONDITION.
 AH7908
 AH7908                          STATION RECOVERY (2011)
 AH7908
 AH7908'RECOVERY NOTE BY PREIN AND NEWHOF 2011
 AH7908'RECOVERED IN GOOD CONDITION.
 AH7908
 AH7908                          STATION RECOVERY (2025)
 AH7908
 AH7908'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH7908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8446 ***********************************************************************
 AH8446  DESIGNATION -  F 344
 AH8446  PID         -  AH8446
 AH8446  STATE/COUNTY-  MI/ST JOSEPH
 AH8446  COUNTRY     -  US
 AH8446  USGS QUAD   -  THREE RIVERS WEST (2017)
 AH8446
 AH8446                         *CURRENT SURVEY CONTROL
 AH8446  ______________________________________________________________________
 AH8446* NAD 83(1986) POSITION- 41 54 10.     (N) 085 39 50.     (W)   SCALED
 AH8446* NAVD 88 ORTHO HEIGHT -   277.894 (meters)      911.72  (feet) ADJUSTED
 AH8446  ______________________________________________________________________
 AH8446  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 AH8446  DYNAMIC HEIGHT  -        277.798 (meters)      911.41  (feet) COMP
 AH8446  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 AH8446
 AH8446  VERT ORDER      -  FIRST     CLASS II
 AH8446
 AH8446.The horizontal coordinates were scaled from a map and have
 AH8446.an estimated accuracy of +/- 6 seconds.
 AH8446
 AH8446.The orthometric height was determined by differential leveling and
 AH8446.adjusted by the NATIONAL GEODETIC SURVEY
 AH8446.in March 2005.
 AH8446
 AH8446.No vertical observational check was made to the station.
 AH8446
 AH8446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8446.GEOID18 height accuracy estimate available here.
 AH8446
 AH8446.Click photographs - Photos may exist for this station.
 AH8446
 AH8446.The dynamic height is computed by dividing the NAVD 88
 AH8446.geopotential number by the normal gravity value computed on the
 AH8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8446.degrees latitude (g = 980.6199 gals.).
 AH8446
 AH8446.The modeled gravity was interpolated from observed gravity values.
 AH8446
 AH8446;                    North         East    Units  Estimated Accuracy
 AH8446;SPC MI S     -    45,570.    3,892,360.      MT  (+/- 180 meters Scaled)
 AH8446
 AH8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM108398(NAD 83)
 AH8446
 AH8446                          SUPERSEDED SURVEY CONTROL
 AH8446
 AH8446.No superseded survey control is available for this station.
 AH8446
 AH8446_MARKER: F = FLANGE-ENCASED ROD
 AH8446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8446_STAMPING: F 344 1992
 AH8446_MARK LOGO: NGS
 AH8446_PROJECTION: FLUSH
 AH8446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8446+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2016
 AH8446_ROD/PIPE-DEPTH: 14.0 meters
 AH8446
 AH8446  HISTORY     - Date     Condition        Report By
 AH8446  HISTORY     - 1992     MONUMENTED       NGS
 AH8446  HISTORY     - 20040505 GOOD             NGS
 AH8446  HISTORY     - 20080206 GOOD             ROWEIN
 AH8446  HISTORY     - 20160526 GOOD             MIDT
 AH8446
 AH8446                          STATION DESCRIPTION
 AH8446
 AH8446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8446'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8446'STATE HIGHWAY 60 IN THREE RIVERS, 70.0 M (229.7 FT) NORTH OF THE
 AH8446'CENTER OF THE INTERSECTION OF KING ROAD, 39.1 M (128.3 FT) NORTHWEST
 AH8446'OF THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) WEST OF THE CENTER
 AH8446'OF KING ROAD, 8.7 SOUTH OF A FIELD ENTRANCE GATE, 0.4 M (1.3 FT) ABOVE
 AH8446'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 AH8446'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8446
 AH8446                          STATION RECOVERY (2004)
 AH8446
 AH8446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR)
 AH8446'RECOVERED AS DESCRIBED.
 AH8446
 AH8446                          STATION RECOVERY (2008)
 AH8446
 AH8446'RECOVERY NOTE BY ROWE INCORPORATED 2008 (MWR)
 AH8446'RECOVERED IN GOOD CONDITION.
 AH8446
 AH8446                          STATION RECOVERY (2016)
 AH8446
 AH8446'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AH8446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8414 ***********************************************************************
 AH8414  DESIGNATION -  F 345
 AH8414  PID         -  AH8414
 AH8414  STATE/COUNTY-  MI/KALAMAZOO
 AH8414  COUNTRY     -  US
 AH8414  USGS QUAD   -  KALAMAZOO (2017)
 AH8414
 AH8414                         *CURRENT SURVEY CONTROL
 AH8414  ______________________________________________________________________
 AH8414* NAD 83(1986) POSITION- 42 16 26.52   (N) 085 34 40.90   (W)   HD_HELD1
 AH8414* NAVD 88 ORTHO HEIGHT -   236.245 (meters)      775.08  (feet) ADJUSTED
 AH8414  ______________________________________________________________________
 AH8414  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 AH8414  DYNAMIC HEIGHT  -        236.172 (meters)      774.84  (feet) COMP
 AH8414  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 AH8414
 AH8414  VERT ORDER      -  FIRST     CLASS II
 AH8414
 AH8414.The horizontal coordinates were determined by differentially corrected
 AH8414.hand held GPS observations or other comparable positioning techniques
 AH8414.and have an estimated accuracy of +/- 3 meters.
 AH8414
 AH8414.The orthometric height was determined by differential leveling and
 AH8414.adjusted by the NATIONAL GEODETIC SURVEY
 AH8414.in March 2005.
 AH8414
 AH8414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8414.GEOID18 height accuracy estimate available here.
 AH8414
 AH8414.Click photographs - Photos may exist for this station.
 AH8414
 AH8414.The dynamic height is computed by dividing the NAVD 88
 AH8414.geopotential number by the normal gravity value computed on the
 AH8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8414.degrees latitude (g = 980.6199 gals.).
 AH8414
 AH8414.The modeled gravity was interpolated from observed gravity values.
 AH8414
 AH8414;                    North         East    Units  Estimated Accuracy
 AH8414;SPC MI S     -    86,697.1   3,900,076.7     MT  (+/- 3 meters HH1 GPS) 
 AH8414
 AH8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1725881181(NAD 83)
 AH8414
 AH8414                          SUPERSEDED SURVEY CONTROL
 AH8414
 AH8414.No superseded survey control is available for this station.
 AH8414
 AH8414_MARKER: F = FLANGE-ENCASED ROD
 AH8414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8414_STAMPING: F 345 1992
 AH8414_MARK LOGO: NGS
 AH8414_PROJECTION: FLUSH
 AH8414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8414+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AH8414_ROD/PIPE-DEPTH: 25.0 meters
 AH8414
 AH8414  HISTORY     - Date     Condition        Report By
 AH8414  HISTORY     - 1992     MONUMENTED       NGS
 AH8414  HISTORY     - 20010528 GOOD             NGS
 AH8414  HISTORY     - 20080505 GOOD             COLEM
 AH8414
 AH8414                          STATION DESCRIPTION
 AH8414
 AH8414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8414'IN KALAMAZOO AT THE INTERSECTION OF THE CONRAIL RAILROAD AND REED
 AH8414'AVENUE, 13.8 M (45.3 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 11.9 M (39.0
 AH8414'FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE AVENUE, 0.7 M (2.3 FT)
 AH8414'WEST OF A CHAIN-LINK FENCE CORNER, AND 0.6 M (2.0 FT) NORTH-NORTHWEST
 AH8414'OF A WITNESS POST AND THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AH8414'THROUGH A 5-INCH LOGO CAP.
 AH8414
 AH8414                          STATION RECOVERY (2001)
 AH8414
 AH8414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8414'RECOVERED AS DESCRIBED.
 AH8414
 AH8414                          STATION RECOVERY (2008)
 AH8414
 AH8414'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AH8414'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8198 ***********************************************************************
 AB8198  DESIGNATION -  F 346
 AB8198  PID         -  AB8198
 AB8198  STATE/COUNTY-  MI/LUCE
 AB8198  COUNTRY     -  US
 AB8198  USGS QUAD   -  BETSY LAKE SOUTH (2017)
 AB8198
 AB8198                         *CURRENT SURVEY CONTROL
 AB8198  ______________________________________________________________________
 AB8198* NAD 83(1986) POSITION- 46 34 57.00   (N) 085 15 17.36   (W)   HD_HELD1
 AB8198* NAVD 88 ORTHO HEIGHT -   245.129 (meters)      804.23  (feet) ADJUSTED
 AB8198  ______________________________________________________________________
 AB8198  GEOID HEIGHT    -        -36.152 (meters)                     GEOID18
 AB8198  DYNAMIC HEIGHT  -        245.142 (meters)      804.27  (feet) COMP
 AB8198  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 AB8198
 AB8198  VERT ORDER      -  SECOND    CLASS I
 AB8198
 AB8198.The horizontal coordinates were determined by differentially corrected
 AB8198.hand held GPS observations or other comparable positioning techniques
 AB8198.and have an estimated accuracy of +/- 3 meters.
 AB8198
 AB8198.The orthometric height was determined by differential leveling and
 AB8198.adjusted by the NATIONAL GEODETIC SURVEY
 AB8198.in July 2002.
 AB8198
 AB8198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8198.GEOID18 height accuracy estimate available here.
 AB8198
 AB8198.Click photographs - Photos may exist for this station.
 AB8198
 AB8198.The dynamic height is computed by dividing the NAVD 88
 AB8198.geopotential number by the normal gravity value computed on the
 AB8198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8198.degrees latitude (g = 980.6199 gals.).
 AB8198
 AB8198.The modeled gravity was interpolated from observed gravity values.
 AB8198
 AB8198;                    North         East    Units  Estimated Accuracy
 AB8198;SPC MI N     -   201,440.5   8,133,739.6     MT  (+/- 3 meters HH1 GPS) 
 AB8198
 AB8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3370660249(NAD 83)
 AB8198
 AB8198                          SUPERSEDED SURVEY CONTROL
 AB8198
 AB8198.No superseded survey control is available for this station.
 AB8198
 AB8198_MARKER: F = FLANGE-ENCASED ROD
 AB8198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB8198+WITH SETTING: INFORMATION.
 AB8198_STAMPING: F 346 1996
 AB8198_MARK LOGO: NGS
 AB8198_PROJECTION: RECESSED 15 CENTIMETERS
 AB8198_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8198+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2020
 AB8198_ROD/PIPE-DEPTH: 1.9 meters
 AB8198
 AB8198  HISTORY     - Date     Condition        Report By
 AB8198  HISTORY     - 1996     MONUMENTED       NGS
 AB8198  HISTORY     - 20040825 GOOD             USPSQD
 AB8198  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 AB8198  HISTORY     - 20151103 GOOD             MIDT
 AB8198  HISTORY     - 20200411 GOOD             PROFLN
 AB8198
 AB8198                          STATION DESCRIPTION
 AB8198
 AB8198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8198'22.4 KM (13.90 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8198'OF WHITEFISH ROAD IN PARADISE, 11.9 M (39.0 FT) NORTHWEST OF THE
 AB8198'HIGHWAY CENTERLINE, 4.4 M (14.4 FT) SOUTHWEST OF A SIGN (UPPER
 AB8198'TAHQUAMENON FALLS) , 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8198'AND 0.1 M (0.3 FT) EAST OF THE EAST END OF A BOULDER.  NOTE--ACCESS TO
 AB8198'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 AB8198'REFUSAL AND ANCHORED.
 AB8198
 AB8198                          STATION RECOVERY (2004)
 AB8198
 AB8198'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8198'RECOVERED IN GOOD CONDITION.
 AB8198
 AB8198                          STATION RECOVERY (2005)
 AB8198
 AB8198'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8198'MARK NOT FOUND.
 AB8198
 AB8198                          STATION RECOVERY (2015)
 AB8198
 AB8198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2015 (LEW)
 AB8198'LOCATED AT THE ENTRANCE TO THE UPPER FALLS, S30W-14.0 FEET OF THE
 AB8198'SOUTHWEST CORNER OF THE STONE 'UPPER FALLS TAHQUAMENON FALLS STATE
 AB8198'PARK' SIGN, 39.0 FEET NW OF CENTERLINE M-123 AND 11.5 FEET SW OF
 AB8198'EXTENSION OF CENTERLINE OF 'UPPER FALLS DRIVE' INTO PARK.
 AB8198'THE ALUMINUM ACCESS BOX WITH HINGED ACCESS COVER IS ENCASED BY A 12
 AB8198'INCH DIA. POURED CONC. MONUMENT THAT IS 0.5 FEET BELOW GROUND AND IN
 AB8198'MOWED AREA.  SET A 1/2 INCH REBAR ALONGSIDE THE NW SIDE OF CONC. TO
 AB8198'CREATE A MAGNETIC DRAW.
 AB8198
 AB8198                          STATION RECOVERY (2020)
 AB8198
 AB8198'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 AB8198'MARK MIGHT NOT BE GPS SUITABLE WITH LEAVES ON TREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5823 ***********************************************************************
 AC5823  DESIGNATION -  F 347
 AC5823  PID         -  AC5823
 AC5823  STATE/COUNTY-  MI/KEWEENAW
 AC5823  COUNTRY     -  US
 AC5823  USGS QUAD   -  EAGLE HARBOR (2017)
 AC5823
 AC5823                         *CURRENT SURVEY CONTROL
 AC5823  ______________________________________________________________________
 AC5823* NAD 83(1986) POSITION- 47 24 56.22   (N) 088 08 36.38   (W)   HD_HELD1
 AC5823* NAVD 88 ORTHO HEIGHT -   338.567 (meters)     1110.78  (feet) ADJUSTED
 AC5823  ______________________________________________________________________
 AC5823  GEOID HEIGHT    -        -34.885 (meters)                     GEOID18
 AC5823  DYNAMIC HEIGHT  -        338.621 (meters)     1110.96  (feet) COMP
 AC5823  MODELED GRAVITY -    980,763.1   (mgal)                       NAVD 88
 AC5823
 AC5823  VERT ORDER      -  SECOND    CLASS I
 AC5823
 AC5823.The horizontal coordinates were determined by differentially corrected
 AC5823.hand held GPS observations or other comparable positioning techniques
 AC5823.and have an estimated accuracy of +/- 3 meters.
 AC5823
 AC5823.The orthometric height was determined by differential leveling and
 AC5823.adjusted by the NATIONAL GEODETIC SURVEY
 AC5823.in March 1997.
 AC5823
 AC5823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5823.GEOID18 height accuracy estimate available here.
 AC5823
 AC5823.Click photographs - Photos may exist for this station.
 AC5823
 AC5823.The dynamic height is computed by dividing the NAVD 88
 AC5823.geopotential number by the normal gravity value computed on the
 AC5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5823.degrees latitude (g = 980.6199 gals.).
 AC5823
 AC5823.The modeled gravity was interpolated from observed gravity values.
 AC5823
 AC5823;                    North         East    Units  Estimated Accuracy
 AC5823;SPC MI N     -   293,207.9   7,913,705.8     MT  (+/- 3 meters HH1 GPS) 
 AC5823
 AC5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1374651985(NAD 83)
 AC5823
 AC5823                          SUPERSEDED SURVEY CONTROL
 AC5823
 AC5823.No superseded survey control is available for this station.
 AC5823
 AC5823_MARKER: DV = VERTICAL CONTROL DISK
 AC5823_SETTING: 66 = SET IN ROCK OUTCROP
 AC5823_STAMPING: F 347 1996
 AC5823_MARK LOGO: NGS
 AC5823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5823+STABILITY: POSITION/ELEVATION WELL
 AC5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5823+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 AC5823
 AC5823  HISTORY     - Date     Condition        Report By
 AC5823  HISTORY     - 1996     MONUMENTED       NGS
 AC5823  HISTORY     - 19960717 GOOD             NGS
 AC5823  HISTORY     - 20010912 GOOD             USPSQD
 AC5823  HISTORY     - 20020924 GOOD             MIDT
 AC5823  HISTORY     - 20031013 GOOD             GEOCAC
 AC5823  HISTORY     - 20080722 GOOD             GEOCAC
 AC5823  HISTORY     - 20180606 GOOD             MIDT
 AC5823
 AC5823                          STATION DESCRIPTION
 AC5823
 AC5823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5823'11.0 KM (6.85 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5823'STATE HIGHWAY 26 IN PHOENIX, IN A 3 BY 3-FOOT EXPOSED AREA OF BEDROCK,
 AC5823'147.0 M (482.3 FT) WEST OF A CULVERT UNDER THE HIGHWAY, 16.3 M (53.5
 AC5823'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 AC5823'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 AC5823
 AC5823                          STATION RECOVERY (1996)
 AC5823
 AC5823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5823'RECOVERED AS DESCRIBED.
 AC5823
 AC5823                          STATION RECOVERY (2001)
 AC5823
 AC5823'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC5823'RECOVERED IN GOOD CONDITION.
 AC5823
 AC5823                          STATION RECOVERY (2002)
 AC5823
 AC5823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 AC5823'SET NEW WITNESS POST,  MARK IS 3.65 FT SOUTH OF A FIBERGLASS WITNESS
 AC5823'POST.
 AC5823
 AC5823                          STATION RECOVERY (2003)
 AC5823
 AC5823'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC5823'RECOVERED IN GOOD CONDITION.
 AC5823
 AC5823                          STATION RECOVERY (2008)
 AC5823
 AC5823'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 AC5823'RECOVERED IN GOOD CONDITION.
 AC5823
 AC5823                          STATION RECOVERY (2018)
 AC5823
 AC5823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BLJ)
 AC5823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0077 ***********************************************************************
 PK0077  DESIGNATION -  F 35
 PK0077  PID         -  PK0077
 PK0077  STATE/COUNTY-  MI/IOSCO
 PK0077  COUNTRY     -  US
 PK0077  USGS QUAD   -  NATIONAL CITY (2017)
 PK0077
 PK0077                         *CURRENT SURVEY CONTROL
 PK0077  ______________________________________________________________________
 PK0077* NAD 83(1986) POSITION- 44 14 03.99   (N) 083 40 57.91   (W)   HD_HELD1
 PK0077* NAVD 88 ORTHO HEIGHT -   202.203 (meters)      663.39  (feet) ADJUSTED
 PK0077  ______________________________________________________________________
 PK0077  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 PK0077  DYNAMIC HEIGHT  -        202.174 (meters)      663.30  (feet) COMP
 PK0077  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 PK0077
 PK0077  VERT ORDER      -  FIRST     CLASS II
 PK0077
 PK0077.The horizontal coordinates were determined by differentially corrected
 PK0077.hand held GPS observations or other comparable positioning techniques
 PK0077.and have an estimated accuracy of +/- 3 meters.
 PK0077
 PK0077.The orthometric height was determined by differential leveling and
 PK0077.adjusted by the NATIONAL GEODETIC SURVEY
 PK0077.in June 1991.
 PK0077
 PK0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0077.GEOID18 height accuracy estimate available here.
 PK0077
 PK0077.Click photographs - Photos may exist for this station.
 PK0077
 PK0077.The dynamic height is computed by dividing the NAVD 88
 PK0077.geopotential number by the normal gravity value computed on the
 PK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0077.degrees latitude (g = 980.6199 gals.).
 PK0077
 PK0077.The modeled gravity was interpolated from observed gravity values.
 PK0077
 PK0077;                    North         East    Units  Estimated Accuracy
 PK0077;SPC MI C     -   102,215.5   6,054,636.4     MT  (+/- 3 meters HH1 GPS) 
 PK0077
 PK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8575901412(NAD 83)
 PK0077
 PK0077                          SUPERSEDED SURVEY CONTROL
 PK0077
 PK0077  NGVD 29 (??/??/92)  202.391  (m)          664.01   (f) ADJ UNCH    1 2
 PK0077
 PK0077.Superseded values are not recommended for survey control.
 PK0077
 PK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0077.See file dsdata.pdf to determine how the superseded data were derived.
 PK0077
 PK0077_MARKER: DB = BENCH MARK DISK
 PK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0077_STAMPING: F 35 1934
 PK0077_MARK LOGO: CGS
 PK0077_PROJECTION: PROJECTING 5 CENTIMETERS
 PK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0077+STABILITY: SURFACE MOTION
 PK0077
 PK0077  HISTORY     - Date     Condition        Report By
 PK0077  HISTORY     - 1934     MONUMENTED       CGS
 PK0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0077  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PK0077
 PK0077                          STATION DESCRIPTION
 PK0077
 PK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0077'AT MC IVOR.
 PK0077'AT MC IVOR, IOSCO COUNTY, ON THE DETROIT AND MACKINAC RAILWAY,
 PK0077'0.2 MILE WEST OF MILEPOST 49, 25 YARDS SOUTH OF THE ENTRANCE
 PK0077'TO THE POST OFFICE, 16 YARDS NORTH OF THE NORTHWEST CORNER OF
 PK0077'A STORAGE HOUSE, AT A HIGHWAY CROSSING, 8 YARDS EAST OF THE
 PK0077'CENTERLINE OF THE HIGHWAY, AND ABOUT 5 YARDS NORTH OF THE
 PK0077'NORTH RAIL.  A STANDARD DISK, STAMPED F 35 1934 AND SET IN THE
 PK0077'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PK0077
 PK0077                          STATION RECOVERY (1983)
 PK0077
 PK0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0077'NOT RECOVERED, POSSIBLY BUSHHOGGED OUT.
 PK0077
 PK0077                          STATION RECOVERY (1989)
 PK0077
 PK0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0058 ***********************************************************************
 QK0058  DESIGNATION -  F 37
 QK0058  PID         -  QK0058
 QK0058  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0058  COUNTRY     -  US
 QK0058  USGS QUAD   -  ONAWAY (2017)
 QK0058
 QK0058                         *CURRENT SURVEY CONTROL
 QK0058  ______________________________________________________________________
 QK0058* NAD 83(1986) POSITION- 45 19 44.     (N) 084 08 03.     (W)   SCALED
 QK0058* NAVD 88 ORTHO HEIGHT -   234.115 (meters)      768.09  (feet) POSTED
 QK0058  ______________________________________________________________________
 QK0058  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 QK0058  DYNAMIC HEIGHT  -        234.10  (meters)      768.0   (feet) COMP
 QK0058  MODELED GRAVITY -    980,552.5   (mgal)                       NAVD 88
 QK0058
 QK0058  VERT ORDER      -  * POSTED, SEE BELOW
 QK0058
 QK0058.The horizontal coordinates were scaled from a map and have
 QK0058.an estimated accuracy of +/- 6 seconds.
 QK0058
 QK0058.The orthometric height was determined by differential leveling
 QK0058.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QK0058
 QK0058.* This is a POSTED BENCH MARK height.
 QK0058
 QK0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0058.GEOID18 height accuracy estimate available here.
 QK0058
 QK0058.Click photographs - Photos may exist for this station.
 QK0058
 QK0058.The dynamic height is computed by dividing the NAVD 88
 QK0058.geopotential number by the normal gravity value computed on the
 QK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0058.degrees latitude (g = 980.6199 gals.).
 QK0058
 QK0058.The modeled gravity was interpolated from observed gravity values.
 QK0058
 QK0058;                    North         East    Units  Estimated Accuracy
 QK0058;SPC MI C     -   223,630.    6,018,230.      MT  (+/- 180 meters Scaled)
 QK0058
 QK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR245234(NAD 83)
 QK0058
 QK0058                          SUPERSEDED SURVEY CONTROL
 QK0058
 QK0058  NGVD 29 (??/??/92)  234.16   (m)          768.2    (f) COMPUTED    1 2
 QK0058
 QK0058.Superseded values are not recommended for survey control.
 QK0058
 QK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0058.See file dsdata.pdf to determine how the superseded data were derived.
 QK0058
 QK0058_MARKER: DB = BENCH MARK DISK
 QK0058_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QK0058_SP_SET: BRIDGE HEADWALL
 QK0058_STAMPING: F 37 1934
 QK0058_MARK LOGO: CGS
 QK0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0058+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 QK0058
 QK0058  HISTORY     - Date     Condition        Report By
 QK0058  HISTORY     - 1934     MONUMENTED       CGS
 QK0058  HISTORY     - 19920501 GOOD             LOCENG
 QK0058  HISTORY     - 20010331 GOOD             NGS
 QK0058  HISTORY     - 20180611 GOOD             MIDT
 QK0058
 QK0058                          STATION DESCRIPTION
 QK0058
 QK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0058'3.8 MI W FROM MILLERSBURG.
 QK0058'3.8 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QK0058'STATION AT MILLERSBURG, PRESQUE ISLE COUNTY, 0.1 MILE EAST OF
 QK0058'MILEPOST 164, AT CONCRETE BRIDGE 163.87 OVER A STREAM, IN THE
 QK0058'TOP OF THE WEST END OF THE SOUTH HEADWALL, 1 FOOT EAST OF THE
 QK0058'WEST END, 2 YARDS SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER
 QK0058'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 37 1934.
 QK0058
 QK0058                          STATION RECOVERY (1992)
 QK0058
 QK0058'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCC)
 QK0058'FOUND IN GOOD CONDITION AS DESCRIBED.  PLACED CARSONITE POST
 QK0058'ALONGSIDE.  GOOD GPS STATION.
 QK0058
 QK0058                          STATION RECOVERY (2001)
 QK0058
 QK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0058
 QK0058                          STATION RECOVERY (2018)
 QK0058
 QK0058'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 QK0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0002 ***********************************************************************
 PK0002  DESIGNATION -  F 38
 PK0002  PID         -  PK0002
 PK0002  STATE/COUNTY-  MI/HURON
 PK0002  COUNTRY     -  US
 PK0002  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0002
 PK0002                         *CURRENT SURVEY CONTROL
 PK0002  ______________________________________________________________________
 PK0002* NAD 83(1986) POSITION- 44 02 27.     (N) 082 59 22.     (W)   SCALED
 PK0002* NAVD 88 ORTHO HEIGHT -   181.922 (meters)      596.86  (feet) ADJUSTED
 PK0002  ______________________________________________________________________
 PK0002  GEOID HEIGHT    -        -35.082 (meters)                     GEOID18
 PK0002  DYNAMIC HEIGHT  -        181.896 (meters)      596.77  (feet) COMP
 PK0002  MODELED GRAVITY -    980,471.1   (mgal)                       NAVD 88
 PK0002
 PK0002  VERT ORDER      -  SECOND    CLASS 0
 PK0002
 PK0002.The horizontal coordinates were scaled from a map and have
 PK0002.an estimated accuracy of +/- 6 seconds.
 PK0002
 PK0002.The orthometric height was determined by differential leveling and
 PK0002.adjusted by the NATIONAL GEODETIC SURVEY
 PK0002.in June 1991.
 PK0002
 PK0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0002.GEOID18 height accuracy estimate available here.
 PK0002
 PK0002.Click photographs - Photos may exist for this station.
 PK0002
 PK0002.The dynamic height is computed by dividing the NAVD 88
 PK0002.geopotential number by the normal gravity value computed on the
 PK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0002.degrees latitude (g = 980.6199 gals.).
 PK0002
 PK0002.The modeled gravity was interpolated from observed gravity values.
 PK0002
 PK0002;                    North         East    Units  Estimated Accuracy
 PK0002;SPC MI S     -   283,160.    4,110,390.      MT  (+/- 180 meters Scaled)
 PK0002
 PK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ406783(NAD 83)
 PK0002
 PK0002                          SUPERSEDED SURVEY CONTROL
 PK0002
 PK0002  NGVD 29 (??/??/92)  182.063  (m)          597.32   (f) ADJ UNCH    2 0
 PK0002
 PK0002.Superseded values are not recommended for survey control.
 PK0002
 PK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0002.See file dsdata.pdf to determine how the superseded data were derived.
 PK0002
 PK0002_MARKER: DB = BENCH MARK DISK
 PK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0002_STAMPING: F 38 1934
 PK0002_MARK LOGO: CGS
 PK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0002+STABILITY: SURFACE MOTION
 PK0002
 PK0002  HISTORY     - Date     Condition        Report By
 PK0002  HISTORY     - 1934     MONUMENTED       CGS
 PK0002  HISTORY     - 1968     MARK NOT FOUND   CGS
 PK0002  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0002
 PK0002                          STATION DESCRIPTION
 PK0002
 PK0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0002'0.1 MI S FROM PORT AUSTIN.
 PK0002'0.1 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PK0002'STATION AT PORT AUSTIN, HURON COUNTY, AT A ROAD CROSSING, 100
 PK0002'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 PK0002'MICHIGAN ELECTRIC POWER COMPANY SUBSTATION, 27 YARDS SOUTH
 PK0002'OF THE SOUTHEAST CORNER OF A WOODEN SHACK, 37 FEET NORTH OF
 PK0002'THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE EAST RAIL,
 PK0002'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 38 1934
 PK0002'AND SET IN THE TOP OF A CONCRETE POST.
 PK0002
 PK0002                          STATION RECOVERY (1968)
 PK0002
 PK0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PK0002'MARK NOT FOUND.
 PK0002
 PK0002                          STATION RECOVERY (1999)
 PK0002
 PK0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0184 ***********************************************************************
 OJ0184  DESIGNATION -  F 39
 OJ0184  PID         -  OJ0184
 OJ0184  STATE/COUNTY-  MI/HURON
 OJ0184  COUNTRY     -  US
 OJ0184  USGS QUAD   -  MINDEN CITY (2017)
 OJ0184
 OJ0184                         *CURRENT SURVEY CONTROL
 OJ0184  ______________________________________________________________________
 OJ0184* NAD 83(1986) POSITION- 43 41 08.     (N) 082 46 05.     (W)   SCALED
 OJ0184* NAVD 88 ORTHO HEIGHT -   245.562 (meters)      805.65  (feet) ADJUSTED
 OJ0184  ______________________________________________________________________
 OJ0184  GEOID HEIGHT    -        -34.859 (meters)                     GEOID18
 OJ0184  DYNAMIC HEIGHT  -        245.515 (meters)      805.49  (feet) COMP
 OJ0184  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 OJ0184
 OJ0184  VERT ORDER      -  SECOND    CLASS 0
 OJ0184
 OJ0184.The horizontal coordinates were scaled from a map and have
 OJ0184.an estimated accuracy of +/- 6 seconds.
 OJ0184
 OJ0184.The orthometric height was determined by differential leveling and
 OJ0184.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0184.in June 1991.
 OJ0184
 OJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0184.GEOID18 height accuracy estimate available here.
 OJ0184
 OJ0184.Click photographs - Photos may exist for this station.
 OJ0184
 OJ0184.The dynamic height is computed by dividing the NAVD 88
 OJ0184.geopotential number by the normal gravity value computed on the
 OJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0184.degrees latitude (g = 980.6199 gals.).
 OJ0184
 OJ0184.The modeled gravity was interpolated from observed gravity values.
 OJ0184
 OJ0184;                    North         East    Units  Estimated Accuracy
 OJ0184;SPC MI S     -   244,000.    4,128,890.      MT  (+/- 180 meters Scaled)
 OJ0184
 OJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ575384(NAD 83)
 OJ0184
 OJ0184                          SUPERSEDED SURVEY CONTROL
 OJ0184
 OJ0184  NGVD 29 (??/??/92)  245.684  (m)          806.05   (f) ADJ UNCH    2 0
 OJ0184
 OJ0184.Superseded values are not recommended for survey control.
 OJ0184
 OJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0184.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0184
 OJ0184_MARKER: DB = BENCH MARK DISK
 OJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0184_STAMPING: F 39 1934
 OJ0184_MARK LOGO: CGS
 OJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0184+STABILITY: SURFACE MOTION
 OJ0184
 OJ0184  HISTORY     - Date     Condition        Report By
 OJ0184  HISTORY     - 1934     MONUMENTED       CGS
 OJ0184  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0184
 OJ0184                          STATION DESCRIPTION
 OJ0184
 OJ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0184'1 MI N FROM MINDEN CITY.
 OJ0184'1.0 MILE NORTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0184'OF THE PERE MARQUETTE RAILROAD, AT THE FIRST ROAD CROSSING
 OJ0184'NORTH OF STATION, 35.4 FEET SOUTHEAST OF THE INTERSECTION OF
 OJ0184'THE CENTER LINE OF A GRAVEL ROAD AND THE EAST RAIL, 34.5 FEET
 OJ0184'SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 24.8 FEET EAST OF
 OJ0184'EAST RAIL, 3.5 FEET WEST OF THE CORNER POST OF A WIRE FENCE,
 OJ0184'6 INCHES ABOVE THE TOP OF RAIL ON TOP OF A CONCRETE POST.
 OJ0184
 OJ0184                          STATION RECOVERY (1999)
 OJ0184
 OJ0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0017 ***********************************************************************
 OK0017  DESIGNATION -  F 40 RESET
 OK0017  PID         -  OK0017
 OK0017  STATE/COUNTY-  MI/MIDLAND
 OK0017  COUNTRY     -  US
 OK0017  USGS QUAD   -  MIDLAND SOUTH (2017)
 OK0017
 OK0017                         *CURRENT SURVEY CONTROL
 OK0017  ______________________________________________________________________
 OK0017* NAD 83(1986) POSITION- 43 36 51.5    (N) 084 14 55.7    (W)   HD_HELD2
 OK0017* NAVD 88 ORTHO HEIGHT -   186.644 (meters)      612.35  (feet) ADJUSTED
 OK0017  ______________________________________________________________________
 OK0017  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 OK0017  DYNAMIC HEIGHT  -        186.607 (meters)      612.23  (feet) COMP
 OK0017  MODELED GRAVITY -    980,418.3   (mgal)                       NAVD 88
 OK0017
 OK0017  VERT ORDER      -  FIRST     CLASS II
 OK0017
 OK0017.The horizontal coordinates were established by autonomous hand held GPS
 OK0017.observations and have an estimated accuracy of +/- 10 meters.
 OK0017
 OK0017.The orthometric height was determined by differential leveling and
 OK0017.adjusted by the NATIONAL GEODETIC SURVEY
 OK0017.in October 2009.
 OK0017
 OK0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0017.GEOID18 height accuracy estimate available here.
 OK0017
 OK0017.Click photographs - Photos may exist for this station.
 OK0017
 OK0017.The dynamic height is computed by dividing the NAVD 88
 OK0017.geopotential number by the normal gravity value computed on the
 OK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0017.degrees latitude (g = 980.6199 gals.).
 OK0017
 OK0017.The modeled gravity was interpolated from observed gravity values.
 OK0017
 OK0017;                    North         East    Units  Estimated Accuracy
 OK0017;SPC MI S     -   234,868.    4,009,514.      MT  (+/- 10 meters HH2 GPS)
 OK0017
 OK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2200232714(NAD 83)
 OK0017
 OK0017                          SUPERSEDED SURVEY CONTROL
 OK0017
 OK0017  NAVD 88 (02/05/16)  186.649  (m)          612.36   (f) SUPERSEDED  3 0
 OK0017  NGVD 29 (02/05/16)  186.83   (m)          613.0    (f) RESET       3  
 OK0017
 OK0017.Superseded values are not recommended for survey control.
 OK0017
 OK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0017.See file dsdata.pdf to determine how the superseded data were derived.
 OK0017
 OK0017_MARKER: DV = VERTICAL CONTROL DISK
 OK0017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OK0017_SP_SET: PIER
 OK0017_STAMPING: F 40 RESET 1974
 OK0017_MARK LOGO: NGS
 OK0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0017+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2013
 OK0017
 OK0017  HISTORY     - Date     Condition        Report By
 OK0017  HISTORY     - 1974     MONUMENTED       NGS
 OK0017  HISTORY     - 20010604 GOOD             USPSQD
 OK0017  HISTORY     - 20080327 GOOD             COLEM
 OK0017  HISTORY     - 20100819 GOOD             WADTRI
 OK0017  HISTORY     - 20130530 GOOD             SPICE
 OK0017
 OK0017                          STATION DESCRIPTION
 OK0017
 OK0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OK0017'AT MIDLAND.
 OK0017'LOCATED ABOUT 300 FEET SOUTH OF THE INTERSECTION OF MAIN ST.
 OK0017'AND STATE HIGHWAY 20, ABOUT 250 FEET SOUTHWEST OF THE MIDLAND
 OK0017'COUNTY COURTHOUSE, AT THE EAST EDGE OF PAVED COURTHOUSE PARKING
 OK0017'AREA, 6 FEET EAST OF EAST SIDE OF CONCRETE PIER, SET IN A DRILL
 OK0017'HOLE IN THE TOP AND EAST END OF THE BASE OF THE EAST 1 OF 4
 OK0017'CONCRETE PIERS OF HIGHWAY OVERPASS OF RAILROAD TRACKS (1ST SET
 OK0017'OF PIERS FROM THE NORTH AND 22 FEET NORTH OF THE NORTH RAIL
 OK0017'OF RAILROAD TRACKS.
 OK0017
 OK0017                          STATION RECOVERY (2001)
 OK0017
 OK0017'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0017'RECOVERED IN GOOD CONDITION.
 OK0017
 OK0017                          STATION RECOVERY (2008)
 OK0017
 OK0017'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 OK0017'RECOVERED IN GOOD CONDITION.  NOTE--THE ADDITIONAL TIES AS FOLLOW, 0.5
 OK0017'FT (0.2 M) SOUTHEAST OF THE SOUTH FACE OF PIER 1, 4.5 FT (1.4 M)
 OK0017'SOUTHWEST OF THE BACK OF CURB OF PARKING LOT TERRACE FOR COUNTY
 OK0017'COURTHOUSE, 6.2 FT (1.9 M) NORTHEAST OF THE BACK OF CURB OF PARKING
 OK0017'LOT TERRACE FOR COUNTY COURTHOUSE.
 OK0017
 OK0017                          STATION RECOVERY (2010)
 OK0017
 OK0017'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2010 (NLG)
 OK0017'RECOVERED IN GOOD CONDITION
 OK0017
 OK0017                          STATION RECOVERY (2013)
 OK0017
 OK0017'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (ESB)
 OK0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0143 ***********************************************************************
 OJ0143  DESIGNATION -  F 41
 OJ0143  PID         -  OJ0143
 OJ0143  STATE/COUNTY-  MI/ST CLAIR
 OJ0143  COUNTRY     -  US
 OJ0143  USGS QUAD   -  CAPAC (2017)
 OJ0143
 OJ0143                         *CURRENT SURVEY CONTROL
 OJ0143  ______________________________________________________________________
 OJ0143* NAD 83(1986) POSITION- 43 00 54.95   (N) 082 59 17.78   (W)   HD_HELD1
 OJ0143* NAVD 88 ORTHO HEIGHT -   251.466 (meters)      825.02  (feet) POSTED
 OJ0143  ______________________________________________________________________
 OJ0143  GEOID HEIGHT    -        -34.830 (meters)                     GEOID18
 OJ0143  DYNAMIC HEIGHT  -        251.40  (meters)      824.8   (feet) COMP
 OJ0143  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 OJ0143
 OJ0143  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0143
 OJ0143.The horizontal coordinates were determined by differentially corrected
 OJ0143.hand held GPS observations or other comparable positioning techniques
 OJ0143.and have an estimated accuracy of +/- 3 meters.
 OJ0143
 OJ0143.The orthometric height was determined by differential leveling
 OJ0143.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0143
 OJ0143.* This is a POSTED BENCH MARK height.
 OJ0143
 OJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0143.GEOID18 height accuracy estimate available here.
 OJ0143
 OJ0143.Click photographs - Photos may exist for this station.
 OJ0143
 OJ0143.The dynamic height is computed by dividing the NAVD 88
 OJ0143.geopotential number by the normal gravity value computed on the
 OJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0143.degrees latitude (g = 980.6199 gals.).
 OJ0143
 OJ0143.The modeled gravity was interpolated from observed gravity values.
 OJ0143
 OJ0143;                    North         East    Units  Estimated Accuracy
 OJ0143;SPC MI S     -   169,231.8   4,112,352.6     MT  (+/- 3 meters HH1 GPS) 
 OJ0143
 OJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3797764428(NAD 83)
 OJ0143
 OJ0143                          SUPERSEDED SURVEY CONTROL
 OJ0143
 OJ0143  NGVD 29 (??/??/92)  251.579  (m)          825.39   (f) ADJ UNCH    2 0
 OJ0143
 OJ0143.Superseded values are not recommended for survey control.
 OJ0143
 OJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0143.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0143
 OJ0143_MARKER: DB = BENCH MARK DISK
 OJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0143_STAMPING: F 41 1934
 OJ0143_MARK LOGO: CGS
 OJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0143+STABILITY: SURFACE MOTION
 OJ0143
 OJ0143  HISTORY     - Date     Condition        Report By
 OJ0143  HISTORY     - 1934     MONUMENTED       CGS
 OJ0143  HISTORY     - 1960     POOR             CGS
 OJ0143  HISTORY     - 1977     GOOD             NGS
 OJ0143
 OJ0143                          STATION DESCRIPTION
 OJ0143
 OJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0143'2.7 MI W FROM CAPAC.
 OJ0143'2.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0143'STATION AT CAPAC, ST. CLAIR COUNTY, 200 YARDS NORTHEAST OF A
 OJ0143'MEAT PACKING PLANT, 15 YARDS SOUTHEAST OF SEMAPHORE 3064, AT A
 OJ0143'ROAD CROSSING, 41.8 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OJ0143'40 FEET SOUTH OF THE SOUTH RAIL, 12 FEET WEST OF A CORNER POST
 OJ0143'OF A WIRE FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 OJ0143'A STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A
 OJ0143'CONCRETE POST.
 OJ0143
 OJ0143                          STATION RECOVERY (1977)
 OJ0143
 OJ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0143'2.95 MILES WEST ALONG GRAND TRUNK WESTERN RAILROAD FROM THE FORMER
 OJ0143'DEPOT IN CAPAC, AT END OF CADE ROAD, 40 FEET SOUTH OF THE SOUTH RAIL,
 OJ0143'38 FEET WEST OF THE CENTER OF THE ROAD AND 13 FEET NORTH WEST OF A
 OJ0143'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0353 ***********************************************************************
 NE0353  DESIGNATION -  F 43
 NE0353  PID         -  NE0353
 NE0353  STATE/COUNTY-  MI/OAKLAND
 NE0353  COUNTRY     -  US
 NE0353  USGS QUAD   -  CLARKSTON (2017)
 NE0353
 NE0353                         *CURRENT SURVEY CONTROL
 NE0353  ______________________________________________________________________
 NE0353* NAD 83(1986) POSITION- 42 43 33.78   (N) 083 29 30.24   (W)   HD_HELD1
 NE0353* NAVD 88 ORTHO HEIGHT -   310.849 (meters)     1019.84  (feet) ADJUSTED
 NE0353  ______________________________________________________________________
 NE0353  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 NE0353  DYNAMIC HEIGHT  -        310.755 (meters)     1019.54  (feet) COMP
 NE0353  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 NE0353
 NE0353  VERT ORDER      -  SECOND    CLASS 0
 NE0353
 NE0353.The horizontal coordinates were determined by differentially corrected
 NE0353.hand held GPS observations or other comparable positioning techniques
 NE0353.and have an estimated accuracy of +/- 3 meters.
 NE0353
 NE0353.The orthometric height was determined by differential leveling and
 NE0353.adjusted by the NATIONAL GEODETIC SURVEY
 NE0353.in June 1991.
 NE0353
 NE0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0353.GEOID18 height accuracy estimate available here.
 NE0353
 NE0353.Click photographs - Photos may exist for this station.
 NE0353
 NE0353.The dynamic height is computed by dividing the NAVD 88
 NE0353.geopotential number by the normal gravity value computed on the
 NE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0353.degrees latitude (g = 980.6199 gals.).
 NE0353
 NE0353.The modeled gravity was interpolated from observed gravity values.
 NE0353
 NE0353;                    North         East    Units  Estimated Accuracy
 NE0353;SPC MI S     -   136,558.5   4,071,651.4     MT  (+/- 3 meters HH1 GPS) 
 NE0353
 NE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9599733404(NAD 83)
 NE0353
 NE0353                          SUPERSEDED SURVEY CONTROL
 NE0353
 NE0353  NGVD 29 (??/??/92)  310.932  (m)         1020.12   (f) ADJ UNCH    2 0
 NE0353
 NE0353.Superseded values are not recommended for survey control.
 NE0353
 NE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0353.See file dsdata.pdf to determine how the superseded data were derived.
 NE0353
 NE0353_MARKER: DB = BENCH MARK DISK
 NE0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0353_STAMPING: F 43 1934
 NE0353_MARK LOGO: CGS
 NE0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0353+STABILITY: SURFACE MOTION
 NE0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0353+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 NE0353
 NE0353  HISTORY     - Date     Condition        Report By
 NE0353  HISTORY     - 1934     MONUMENTED       CGS
 NE0353  HISTORY     - 20030507 GOOD             ROWEIN
 NE0353  HISTORY     - 20060315 GOOD             INDIV
 NE0353
 NE0353                          STATION DESCRIPTION
 NE0353
 NE0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0353'0.3 MI SE FROM ANDERSONVILLE.
 NE0353'0.3 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0353'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, IN THE SOUTH L
 NE0353'OF A ROAD CROSSING, 44.3 FEET WEST OF THE CROSSING OF THE MAIN
 NE0353'TRACK, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 NE0353'AND 8.6 FEET SOUTHEAST OF THE SOUTHEAST GATEPOST IN A FENCE.
 NE0353'A STANDARD DISK, STAMPED F 43 1934 AND SET IN THE TOP OF A
 NE0353'CONCRETE POST.
 NE0353
 NE0353                          STATION RECOVERY (2003)
 NE0353
 NE0353'RECOVERY NOTE BY ROWE INCORPORATED 2003 (DLS)
 NE0353'FOUND IN SOUTHWEST QUADRANT OF WARE ROAD AND RAILROAD INTERSECTION.
 NE0353'40 FT +/- SOUTH OF A 24 IN TREE.
 NE0353
 NE0353                          STATION RECOVERY (2006)
 NE0353
 NE0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0353'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0154 ***********************************************************************
 RJ0154  DESIGNATION -  F 44
 RJ0154  PID         -  RJ0154
 RJ0154  STATE/COUNTY-  MI/CHIPPEWA
 RJ0154  COUNTRY     -  US
 RJ0154  USGS QUAD   -  SHALLOWS (2017)
 RJ0154
 RJ0154                         *CURRENT SURVEY CONTROL
 RJ0154  ______________________________________________________________________
 RJ0154* NAD 83(1986) POSITION- 46 27 48.     (N) 084 25 30.     (W)   SCALED
 RJ0154* NAVD 88 ORTHO HEIGHT -   198.122 (meters)      650.01  (feet) ADJUSTED
 RJ0154  ______________________________________________________________________
 RJ0154  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 RJ0154  DYNAMIC HEIGHT  -        198.134 (meters)      650.04  (feet) COMP
 RJ0154  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RJ0154
 RJ0154  VERT ORDER      -  FIRST     CLASS II
 RJ0154
 RJ0154.The horizontal coordinates were scaled from a map and have
 RJ0154.an estimated accuracy of +/- 6 seconds.
 RJ0154
 RJ0154.The orthometric height was determined by differential leveling and
 RJ0154.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0154.in June 1991.
 RJ0154
 RJ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0154.GEOID18 height accuracy estimate available here.
 RJ0154
 RJ0154.Click photographs - Photos may exist for this station.
 RJ0154
 RJ0154.The dynamic height is computed by dividing the NAVD 88
 RJ0154.geopotential number by the normal gravity value computed on the
 RJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0154.degrees latitude (g = 980.6199 gals.).
 RJ0154
 RJ0154.The modeled gravity was interpolated from observed gravity values.
 RJ0154
 RJ0154;                    North         East    Units  Estimated Accuracy
 RJ0154;SPC MI N     -   189,940.    8,197,740.      MT  (+/- 180 meters Scaled)
 RJ0154
 RJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS977487(NAD 83)
 RJ0154
 RJ0154                          SUPERSEDED SURVEY CONTROL
 RJ0154
 RJ0154  NGVD 29 (??/??/92)  198.083  (m)          649.88   (f) ADJ UNCH    1 2
 RJ0154
 RJ0154.Superseded values are not recommended for survey control.
 RJ0154
 RJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0154.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0154
 RJ0154_MARKER: DB = BENCH MARK DISK
 RJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0154_STAMPING: F 44 1934
 RJ0154_MARK LOGO: CGS
 RJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0154+STABILITY: SURFACE MOTION
 RJ0154
 RJ0154  HISTORY     - Date     Condition        Report By
 RJ0154  HISTORY     - 1934     MONUMENTED       CGS
 RJ0154  HISTORY     - 1938     GOOD             CGS
 RJ0154  HISTORY     - 1972     MARK NOT FOUND   NGS
 RJ0154  HISTORY     - 20110524 MARK NOT FOUND   INDIV
 RJ0154
 RJ0154                          STATION DESCRIPTION
 RJ0154
 RJ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0154'4.5 MI SW FROM SAULT STE MARIE.
 RJ0154'4.5 MILES SOUTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0154'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0154'AT MILEPOST 4, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 RJ0154'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RJ0154'F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0154
 RJ0154                          STATION RECOVERY (1972)
 RJ0154
 RJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RJ0154'MARK NOT FOUND.
 RJ0154
 RJ0154                          STATION RECOVERY (2011)
 RJ0154
 RJ0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MBJ)
 RJ0154'R.O.W. FENCE IS GONE AS IS MILEPOST 4.  MARK LOCATION FALLS IN A
 RJ0154'TURN-OFF FOR OFF-ROAD VEHICLES AND SNOWMOBILES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0038 ***********************************************************************
 RK0038  DESIGNATION -  F 46
 RK0038  PID         -  RK0038
 RK0038  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0038  COUNTRY     -  US
 RK0038  USGS QUAD   -  DRIGGS LAKE SE (2017)
 RK0038
 RK0038                         *CURRENT SURVEY CONTROL
 RK0038  ______________________________________________________________________
 RK0038* NAD 83(2011) POSITION- 46 20 42.58004(N) 086 07 12.72292(W)   ADJUSTED
 RK0038* NAD 83(2011) ELLIP HT-   197.312 (meters)        (06/27/12)   ADJUSTED
 RK0038* NAD 83(2011) EPOCH   -  2010.00
 RK0038* NAVD 88 ORTHO HEIGHT -   232.485 (meters)      762.74  (feet) ADJUSTED
 RK0038  ______________________________________________________________________
 RK0038  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 RK0038  NAD 83(2011) X  -    298,448.807 (meters)                     COMP
 RK0038  NAD 83(2011) Y  - -4,400,669.178 (meters)                     COMP
 RK0038  NAD 83(2011) Z  -  4,591,958.463 (meters)                     COMP
 RK0038  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 RK0038  DYNAMIC HEIGHT  -        232.500 (meters)      762.79  (feet) COMP
 RK0038  MODELED GRAVITY -    980,674.3   (mgal)                       NAVD 88
 RK0038
 RK0038  VERT ORDER      -  FIRST     CLASS II
 RK0038
 RK0038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RK0038  Standards:
 RK0038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RK0038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RK0038  -------------------------------------------------------------------
 RK0038  NETWORK    1.23   1.45           0.56   0.43   0.74     -0.07393483
 RK0038  -------------------------------------------------------------------
 RK0038  Click here for local accuracies and other accuracy information.
 RK0038
 RK0038.The horizontal coordinates were established by GPS observations
 RK0038.and adjusted by the National Geodetic Survey in June 2012.
 RK0038
 RK0038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RK0038.been affixed to the stable North American tectonic plate. See 
 RK0038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RK0038
 RK0038.The horizontal coordinates are valid at the epoch date displayed above
 RK0038.which is a decimal equivalence of Year/Month/Day.
 RK0038
 RK0038.The orthometric height was determined by differential leveling and
 RK0038.adjusted by the NATIONAL GEODETIC SURVEY
 RK0038.in June 1991.
 RK0038
 RK0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0038.GEOID18 height accuracy estimate available here.
 RK0038
 RK0038.Click photographs - Photos may exist for this station.
 RK0038
 RK0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0038
 RK0038.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0038
 RK0038.The ellipsoidal height was determined by GPS observations
 RK0038.and is referenced to NAD 83.
 RK0038
 RK0038.The dynamic height is computed by dividing the NAVD 88
 RK0038.geopotential number by the normal gravity value computed on the
 RK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0038.degrees latitude (g = 980.6199 gals.).
 RK0038
 RK0038.The modeled gravity was interpolated from observed gravity values.
 RK0038
 RK0038. The following values were computed from the NAD 83(2011) position.
 RK0038
 RK0038;                    North         East     Units Scale Factor Converg.
 RK0038;SPC MI N     -   173,963.784 8,067,719.199   MT  0.99990338   +0 38 09.3
 RK0038;SPC MI N     -   570,747.32 26,468,895.01   iFT  0.99990338   +0 38 09.3
 RK0038;UTM  16      - 5,132,774.504   567,699.922   MT  0.99965634   +0 38 11.6
 RK0038
 RK0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0038!SPC MI N     -   0.99996907  x   0.99990338  =   0.99987245
 RK0038!UTM  16      -   0.99996907  x   0.99965634  =   0.99962542
 RK0038
 RK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6769932774(NAD 83)
 RK0038
 RK0038                          SUPERSEDED SURVEY CONTROL
 RK0038
 RK0038  NAD 83(2007)-  46 20 42.58017(N)    086 07 12.72372(W) AD(2002.00) B
 RK0038  ELLIP H (05/16/11)  197.317  (m)                       GP(2002.00) 4 1
 RK0038  NAVD 88             232.49   (m)          762.8    (f) LEVELING    3  
 RK0038  NGVD 29 (??/??/92)  232.450  (m)          762.63   (f) ADJ UNCH    1 2
 RK0038
 RK0038.Superseded values are not recommended for survey control.
 RK0038
 RK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0038.See file dsdata.pdf to determine how the superseded data were derived.
 RK0038
 RK0038_MARKER: DB = BENCH MARK DISK
 RK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0038_STAMPING: F 46 1934
 RK0038_MARK LOGO: CGS
 RK0038_PROJECTION: PROJECTING 5 CENTIMETERS
 RK0038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0038+STABILITY: SURFACE MOTION
 RK0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0038+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2020
 RK0038
 RK0038  HISTORY     - Date     Condition        Report By
 RK0038  HISTORY     - 1934     MONUMENTED       CGS
 RK0038  HISTORY     - 1935     GOOD             CGS
 RK0038  HISTORY     - 20010125 GOOD             MIDT
 RK0038  HISTORY     - 20040920 GOOD             USPSQD
 RK0038  HISTORY     - 20060911 GOOD             USPSQD
 RK0038  HISTORY     - 20090818 GOOD             MIDT
 RK0038  HISTORY     - 20200417 GOOD             PROFLN
 RK0038
 RK0038                          STATION DESCRIPTION
 RK0038
 RK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0038'AT DRIGGS.
 RK0038'AT DRIGGS, SCHOOLCRAFT COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0038'ATLANTIC RAILWAY, 7 RAILS EAST OF THE STATION, 7 RAILS EAST OF
 RK0038'MILEPOST 88, 30 FEET WEST OF POLE 3254, 35 FEET SOUTH OF THE
 RK0038'CENTERLINE OF STATE HIGHWAY 28, 33 FEET NORTH OF THE CENTERLINE
 RK0038'OF THE TRACK, AND 15 FEET NORTH OF A SECTION HOUSE.  A STANDARD
 RK0038'DISK, STAMPED F 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0038
 RK0038                          STATION RECOVERY (2001)
 RK0038
 RK0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RK0038'7.85 MILES WEST ALONG M-28 FROM JUNCTION M-77 SOUTH, 1297 FEET WEST OF
 RK0038'CENTERLINE OF DRIGGS RIVER RD, 109 FEET SOUTH OF EXISTING CENTERLINE
 RK0038'M-28, 41.8 FEET NORTH OF CENTERLINE OF RR, N85W - 104.4 FEET OF METAL
 RK0038'POST WITH SPUR 88 SIGN, N20E - 52.1 FEET OF RR SWITCH SIGNAL, 1.5 FEET
 RK0038'NORTH OF METAL WIT. POST AND 1.5 FEET SOUTH OF FIBERGLASS WIT. POST.
 RK0038
 RK0038                          STATION RECOVERY (2004)
 RK0038
 RK0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0038'RECOVERED IN GOOD CONDITION.
 RK0038
 RK0038                          STATION RECOVERY (2006)
 RK0038
 RK0038'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0038'RECOVERED IN GOOD CONDITION.
 RK0038
 RK0038                          STATION RECOVERY (2009)
 RK0038
 RK0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0038'METAL WITNESS POST IS DESTROYED
 RK0038
 RK0038                          STATION RECOVERY (2020)
 RK0038
 RK0038'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RK0038'THE 2001 RECOVERY IS ADEQUATE TO LOCATE STATION.  THE RAILROAD SWITCH
 RK0038'SIGNAL IN THE 2001 RECOVERY HAS BEEN REMOVED ALONG WITH THE RAILROAD
 RK0038'SPUR THAT WAS LOCATED ON THE SOUTH SIDE OF THE MAIN RAIL LINE.  THE
 RK0038'SPUR 88 SIGN IS IN PLACE, BUT FADED AND NOT LEGIBLE, THE SIGN POST
 RK0038'BEING A RAILROAD RAIL.
 RK0038'
 RK0038'THE STATION IS 1650 FT (502.9 M) EAST ALONG M-28 FROM THE CENTER OF
 RK0038'THE M-28 BRIDGE OVER DRIGGS RIVER, ALSO 250 FT (76.2 M) EAST ALONG THE
 RK0038'RAILROAD FROM OPPOSITE MILEPOST 88, THE MILEPOST SIGN BEING MOUNTED ON
 RK0038'A FORMER TELEGRAPH/POWER POLE ON SOUTH SIDE OF RAILROAD GRADE.
 RK0038'STATION IS 1.5 FT (0.5 M) SOUTH OF A FOUND FIBERGLASS WITNESS POST AND
 RK0038'1.5 NORTH OF A SET METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF
 RK0038'A 6 INCH (15 CM) SQUARE CONCRETE MONUMENT.  FOUND TWO (2) 1/2 INCH
 RK0038'REBARS, ONE 0.55 FT (17 CM) EAST OF DISK AND THE SECOND 0.55 FT (17
 RK0038'CM) WEST OF DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0109 ***********************************************************************
 RK0109  DESIGNATION -  F 47
 RK0109  PID         -  RK0109
 RK0109  STATE/COUNTY-  MI/ALGER
 RK0109  COUNTRY     -  US
 RK0109  USGS QUAD   -  ROCK RIVER (2017)
 RK0109
 RK0109                         *CURRENT SURVEY CONTROL
 RK0109  ______________________________________________________________________
 RK0109* NAD 83(1986) POSITION- 46 28 27.9    (N) 086 59 05.5    (W)   HD_HELD2
 RK0109* NAVD 88 ORTHO HEIGHT -   227.835 (meters)      747.49  (feet) ADJUSTED
 RK0109  ______________________________________________________________________
 RK0109  GEOID HEIGHT    -        -35.320 (meters)                     GEOID18
 RK0109  DYNAMIC HEIGHT  -        227.846 (meters)      747.52  (feet) COMP
 RK0109  MODELED GRAVITY -    980,657.8   (mgal)                       NAVD 88
 RK0109
 RK0109  VERT ORDER      -  FIRST     CLASS II
 RK0109
 RK0109.The horizontal coordinates were established by autonomous hand held GPS
 RK0109.observations and have an estimated accuracy of +/- 10 meters.
 RK0109
 RK0109.The orthometric height was determined by differential leveling and
 RK0109.adjusted by the NATIONAL GEODETIC SURVEY
 RK0109.in June 1991.
 RK0109
 RK0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0109.GEOID18 height accuracy estimate available here.
 RK0109
 RK0109.Click photographs - Photos may exist for this station.
 RK0109
 RK0109.The dynamic height is computed by dividing the NAVD 88
 RK0109.geopotential number by the normal gravity value computed on the
 RK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0109.degrees latitude (g = 980.6199 gals.).
 RK0109
 RK0109.The modeled gravity was interpolated from observed gravity values.
 RK0109
 RK0109;                    North         East    Units  Estimated Accuracy
 RK0109;SPC MI N     -   187,955.    8,001,163.      MT  (+/- 10 meters HH2 GPS)
 RK0109
 RK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0116246760(NAD 83)
 RK0109
 RK0109                          SUPERSEDED SURVEY CONTROL
 RK0109
 RK0109  NGVD 29 (??/??/92)  227.798  (m)          747.37   (f) ADJ UNCH    1 2
 RK0109
 RK0109.Superseded values are not recommended for survey control.
 RK0109
 RK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0109.See file dsdata.pdf to determine how the superseded data were derived.
 RK0109
 RK0109_MARKER: DB = BENCH MARK DISK
 RK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0109_STAMPING: F 47 1934
 RK0109_MARK LOGO: CGS
 RK0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0109+STABILITY: SURFACE MOTION
 RK0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0109+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 RK0109
 RK0109  HISTORY     - Date     Condition        Report By
 RK0109  HISTORY     - 1934     MONUMENTED       CGS
 RK0109  HISTORY     - 1935     GOOD             CGS
 RK0109  HISTORY     - 19960724 GOOD             MI-003
 RK0109  HISTORY     - 19980414 GOOD             NGS
 RK0109  HISTORY     - 20061112 GOOD             GEOCAC
 RK0109
 RK0109                          STATION DESCRIPTION
 RK0109
 RK0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0109'2.8 MI E FROM DEERTON.
 RK0109'2.8 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0109'FROM DEERTON, ALGER COUNTY, 300 FEET EAST OF MILEPOST 133, 2
 RK0109'RAILS EAST OF CULVERT 132.95, ACROSS THE TRACK FROM POLE 4934,
 RK0109'30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 18 FEET EAST
 RK0109'AND 8 FEET SOUTH OF POLE.  A STANDARD DISK, STAMPED F 47 1934 AND
 RK0109'SET IN THE TOP OF A CONCRETE POST.
 RK0109
 RK0109                          STATION RECOVERY (1996)
 RK0109
 RK0109'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0109'RECOVERED AS DESCRIBED.
 RK0109
 RK0109                          STATION RECOVERY (1998)
 RK0109
 RK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0109'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0109'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0109'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0109'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0109'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0109'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0109
 RK0109                          STATION RECOVERY (2006)
 RK0109
 RK0109'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0109'STATION IS APPROXIMATELY 2.9 MILES EAST ALONG THE OLD RAILROAD GRADE
 RK0109'FROM ITS INTERSECTION WITH DEERTON ROAD.  MARKED BY A WHITE WITNESS
 RK0109'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0056 ***********************************************************************
 RL0056  DESIGNATION -  F 48
 RL0056  PID         -  RL0056
 RL0056  STATE/COUNTY-  MI/BARAGA
 RL0056  COUNTRY     -  US
 RL0056  USGS QUAD   -  L'ANSE (2017)
 RL0056
 RL0056                         *CURRENT SURVEY CONTROL
 RL0056  ______________________________________________________________________
 RL0056* NAD 83(1986) POSITION- 46 48 04.     (N) 088 28 33.     (W)   SCALED
 RL0056* NAVD 88 ORTHO HEIGHT -   189.876 (meters)      622.95  (feet) ADJUSTED
 RL0056  ______________________________________________________________________
 RL0056  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 RL0056  DYNAMIC HEIGHT  -        189.887 (meters)      622.99  (feet) COMP
 RL0056  MODELED GRAVITY -    980,671.3   (mgal)                       NAVD 88
 RL0056
 RL0056  VERT ORDER      -  FIRST     CLASS II
 RL0056
 RL0056.The horizontal coordinates were scaled from a map and have
 RL0056.an estimated accuracy of +/- 6 seconds.
 RL0056
 RL0056.The orthometric height was determined by differential leveling and
 RL0056.adjusted by the NATIONAL GEODETIC SURVEY
 RL0056.in June 1991.
 RL0056
 RL0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0056.GEOID18 height accuracy estimate available here.
 RL0056
 RL0056.Click photographs - Photos may exist for this station.
 RL0056
 RL0056.The dynamic height is computed by dividing the NAVD 88
 RL0056.geopotential number by the normal gravity value computed on the
 RL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0056.degrees latitude (g = 980.6199 gals.).
 RL0056
 RL0056.The modeled gravity was interpolated from observed gravity values.
 RL0056
 RL0056;                    North         East    Units  Estimated Accuracy
 RL0056;SPC MI N     -   225,320.    7,887,350.      MT  (+/- 180 meters Scaled)
 RL0056
 RL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS873841(NAD 83)
 RL0056
 RL0056                          SUPERSEDED SURVEY CONTROL
 RL0056
 RL0056  NGVD 29 (??/??/92)  189.857  (m)          622.89   (f) ADJ UNCH    1 2
 RL0056
 RL0056.Superseded values are not recommended for survey control.
 RL0056
 RL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0056.See file dsdata.pdf to determine how the superseded data were derived.
 RL0056
 RL0056_MARKER: DB = BENCH MARK DISK
 RL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0056_STAMPING: F 48 1934
 RL0056_MARK LOGO: CGS
 RL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0056+STABILITY: SURFACE MOTION
 RL0056
 RL0056  HISTORY     - Date     Condition        Report By
 RL0056  HISTORY     - 1934     MONUMENTED       CGS
 RL0056  HISTORY     - 1952     MARK NOT FOUND   CGS
 RL0056
 RL0056                          STATION DESCRIPTION
 RL0056
 RL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RL0056'0.6 MI S FROM ASSININS.
 RL0056'0.6 MILE SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0056'FROM ASSININS, BARAGA COUNTY, 13 RAILS SOUTH OF MILEPOST 24,
 RL0056'2 RAILS NORTH OF A CROSSING, AND 20 FEET EAST OF THE TRACK.  A
 RL0056'STANDARD DISK, STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE
 RL0056'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0173 ***********************************************************************
 QL0173  DESIGNATION -  F 49
 QL0173  PID         -  QL0173
 QL0173  STATE/COUNTY-  MI/DELTA
 QL0173  COUNTRY     -  US
 QL0173  USGS QUAD   -  GLADSTONE (2017)
 QL0173
 QL0173                         *CURRENT SURVEY CONTROL
 QL0173  ______________________________________________________________________
 QL0173* NAD 83(1986) POSITION- 45 48 15.     (N) 087 04 17.     (W)   SCALED
 QL0173* NAVD 88 ORTHO HEIGHT -   191.733 (meters)      629.04  (feet) ADJUSTED
 QL0173  ______________________________________________________________________
 QL0173  GEOID HEIGHT    -        -35.648 (meters)                     GEOID18
 QL0173  DYNAMIC HEIGHT  -        191.734 (meters)      629.05  (feet) COMP
 QL0173  MODELED GRAVITY -    980,614.4   (mgal)                       NAVD 88
 QL0173
 QL0173  VERT ORDER      -  SECOND    CLASS 0
 QL0173
 QL0173.The horizontal coordinates were scaled from a map and have
 QL0173.an estimated accuracy of +/- 6 seconds.
 QL0173
 QL0173.The orthometric height was determined by differential leveling and
 QL0173.adjusted by the NATIONAL GEODETIC SURVEY
 QL0173.in June 1991.
 QL0173
 QL0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0173.GEOID18 height accuracy estimate available here.
 QL0173
 QL0173.Click photographs - Photos may exist for this station.
 QL0173
 QL0173.The dynamic height is computed by dividing the NAVD 88
 QL0173.geopotential number by the normal gravity value computed on the
 QL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0173.degrees latitude (g = 980.6199 gals.).
 QL0173
 QL0173.The modeled gravity was interpolated from observed gravity values.
 QL0173
 QL0173;                    North         East    Units  Estimated Accuracy
 QL0173;SPC MI N     -   113,460.    7,994,450.      MT  (+/- 180 meters Scaled)
 QL0173
 QL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944722(NAD 83)
 QL0173
 QL0173                          SUPERSEDED SURVEY CONTROL
 QL0173
 QL0173  NGVD 29 (??/??/92)  191.740  (m)          629.07   (f) ADJ UNCH    2 0
 QL0173
 QL0173.Superseded values are not recommended for survey control.
 QL0173
 QL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0173.See file dsdata.pdf to determine how the superseded data were derived.
 QL0173
 QL0173_MARKER: DB = BENCH MARK DISK
 QL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0173_STAMPING: F 49 1934
 QL0173_MARK LOGO: CGS
 QL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0173+STABILITY: SURFACE MOTION
 QL0173
 QL0173  HISTORY     - Date     Condition        Report By
 QL0173  HISTORY     - 1934     MONUMENTED       CGS
 QL0173  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0173
 QL0173                          STATION DESCRIPTION
 QL0173
 QL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0173'AT LARCH.
 QL0173'AT LARCH, DELTA COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT
 QL0173'STE. MARIE RAILWAY, 200 YARDS EAST OF THE OVERHEAD CROSSING OF
 QL0173'THE CHICAGO AND NORTH WESTERN RAILWAY, 150 FEET WEST OF THE
 QL0173'MAIN LINE AND SPUR LINE TRACKS LEADING SOUTHWEST TO THE
 QL0173'CHICAGO AND NORTH WESTERN RAILWAY TRACK, 12 FEET EAST OF A TOOL
 QL0173'HOUSE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE MINNEAPOLIS,
 QL0173'ST. PAUL AND SAULT STE. MARIE RAILWAY MAIN TRACK.  A STANDARD
 QL0173'DISK, STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE POST
 QL0173'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QL0173
 QL0173                          STATION RECOVERY (1972)
 QL0173
 QL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0707 ***********************************************************************
 RL0707  DESIGNATION -  F 50
 RL0707  PID         -  RL0707
 RL0707  STATE/COUNTY-  MI/ONTONAGON
 RL0707  COUNTRY     -  US
 RL0707  USGS QUAD   -  EWEN (2017)
 RL0707
 RL0707                         *CURRENT SURVEY CONTROL
 RL0707  ______________________________________________________________________
 RL0707* NAD 83(1986) POSITION- 46 32 45.     (N) 089 21 01.     (W)   SCALED
 RL0707* NAVD 88 ORTHO HEIGHT -   378.455 (meters)     1241.65  (feet) ADJUSTED
 RL0707  ______________________________________________________________________
 RL0707  GEOID HEIGHT    -        -31.637 (meters)                     GEOID18
 RL0707  DYNAMIC HEIGHT  -        378.468 (meters)     1241.69  (feet) COMP
 RL0707  MODELED GRAVITY -    980,638.8   (mgal)                       NAVD 88
 RL0707
 RL0707  VERT ORDER      -  FIRST     CLASS II
 RL0707
 RL0707.The horizontal coordinates were scaled from a map and have
 RL0707.an estimated accuracy of +/- 6 seconds.
 RL0707
 RL0707.The orthometric height was determined by differential leveling and
 RL0707.adjusted by the NATIONAL GEODETIC SURVEY
 RL0707.in June 1991.
 RL0707
 RL0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0707.GEOID18 height accuracy estimate available here.
 RL0707
 RL0707.Click photographs - Photos may exist for this station.
 RL0707
 RL0707.The dynamic height is computed by dividing the NAVD 88
 RL0707.geopotential number by the normal gravity value computed on the
 RL0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0707.degrees latitude (g = 980.6199 gals.).
 RL0707
 RL0707.The modeled gravity was interpolated from observed gravity values.
 RL0707
 RL0707;                    North         East    Units  Estimated Accuracy
 RL0707;SPC MI N     -   198,560.    7,819,780.      MT  (+/- 180 meters Scaled)
 RL0707
 RL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS198573(NAD 83)
 RL0707
 RL0707                          SUPERSEDED SURVEY CONTROL
 RL0707
 RL0707  NGVD 29 (??/??/92)  378.440  (m)         1241.60   (f) ADJ UNCH    1 2
 RL0707
 RL0707.Superseded values are not recommended for survey control.
 RL0707
 RL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0707.See file dsdata.pdf to determine how the superseded data were derived.
 RL0707
 RL0707_MARKER: DB = BENCH MARK DISK
 RL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0707_STAMPING: F 50 1934
 RL0707_MARK LOGO: CGS
 RL0707_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0707+STABILITY: SURFACE MOTION
 RL0707
 RL0707  HISTORY     - Date     Condition        Report By
 RL0707  HISTORY     - 1934     MONUMENTED       CGS
 RL0707  HISTORY     - 1948     GOOD             CGS
 RL0707  HISTORY     - 1985     GOOD             NGS
 RL0707  HISTORY     - 1987     GOOD             USPSQD
 RL0707  HISTORY     - 19960626 GOOD             USPSQD
 RL0707  HISTORY     - 20010615 GOOD             USPSQD
 RL0707  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0707
 RL0707                          STATION DESCRIPTION
 RL0707
 RL0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0707'3.3 MI W FROM EWEN.
 RL0707'ABOUT 3.3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0707'RAILWAY FROM THE STATION AT EWEN, ABOUT 0.2 MILE EAST OF MILE
 RL0707'POST 259, AT A DIM DRIVE WAY CROSSING, 64 FEET SOUTH OF THE
 RL0707'CENTER LINE OF STATE HIGHWAY 28 PARALLELING THE TRACK, 46 FEET
 RL0707'NORTH OF THE NORTH RAIL, 38 FEET SOUTHEAST OF THE EAST END
 RL0707'OF A 12-INCH CONCRETE PIPE CULVERT UNDER DRIVE, 10 1/2 FEET
 RL0707'EAST-SOUTHEAST OF A TELEPHONE POLE, 32 FEET EAST OF THE CENTER
 RL0707'LINE OF THE DIM DRIVE, 3 FEET SOUTH OF THE R/W FENCE LINE, 1
 RL0707'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0707'PROJECTING 5 INCHES.
 RL0707
 RL0707                          STATION RECOVERY (1985)
 RL0707
 RL0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0707'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.6 KM
 RL0707'(8.45 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0707'HIGHWAY 45 IN BRUCE CROSSING, 19.6 M (64.3 FT) SOUTHWEST OF THE
 RL0707'CENTERLINE OF THE HIGHWAY, AND 14.1 M (46.3 FT) NORTHEAST OF THE NEAR
 RL0707'RAIL OF THE SOO LINE RAILROAD.
 RL0707'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0707'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL0707
 RL0707                          STATION RECOVERY (1987)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (1996)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (2001)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (2004)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0363 ***********************************************************************
 RJ0363  DESIGNATION -  F 51
 RJ0363  PID         -  RJ0363
 RJ0363  STATE/COUNTY-  MI/CHIPPEWA
 RJ0363  COUNTRY     -  US
 RJ0363  USGS QUAD   -  HULBERT (2017)
 RJ0363
 RJ0363                         *CURRENT SURVEY CONTROL
 RJ0363  ______________________________________________________________________
 RJ0363* NAD 83(1986) POSITION- 46 15 17.     (N) 085 08 48.     (W)   SCALED
 RJ0363* NAVD 88 ORTHO HEIGHT -   231.110 (meters)      758.23  (feet) ADJUSTED
 RJ0363  ______________________________________________________________________
 RJ0363  GEOID HEIGHT    -        -35.178 (meters)                     GEOID18
 RJ0363  DYNAMIC HEIGHT  -        231.125 (meters)      758.28  (feet) COMP
 RJ0363  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 RJ0363
 RJ0363  VERT ORDER      -  FIRST     CLASS II
 RJ0363
 RJ0363.The horizontal coordinates were scaled from a map and have
 RJ0363.an estimated accuracy of +/- 6 seconds.
 RJ0363
 RJ0363.The orthometric height was determined by differential leveling and
 RJ0363.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0363.in June 1991.
 RJ0363
 RJ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0363.GEOID18 height accuracy estimate available here.
 RJ0363
 RJ0363.Click photographs - Photos may exist for this station.
 RJ0363
 RJ0363.The dynamic height is computed by dividing the NAVD 88
 RJ0363.geopotential number by the normal gravity value computed on the
 RJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0363.degrees latitude (g = 980.6199 gals.).
 RJ0363
 RJ0363.The modeled gravity was interpolated from observed gravity values.
 RJ0363
 RJ0363;                    North         East    Units  Estimated Accuracy
 RJ0363;SPC MI N     -   165,210.    8,142,880.      MT  (+/- 180 meters Scaled)
 RJ0363
 RJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS428240(NAD 83)
 RJ0363
 RJ0363                          SUPERSEDED SURVEY CONTROL
 RJ0363
 RJ0363  NGVD 29 (??/??/92)  231.104  (m)          758.21   (f) ADJ UNCH    1 2
 RJ0363
 RJ0363.Superseded values are not recommended for survey control.
 RJ0363
 RJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0363.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0363
 RJ0363_MARKER: DB = BENCH MARK DISK
 RJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0363_STAMPING: F 51 1934
 RJ0363_MARK LOGO: CGS
 RJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0363+STABILITY: SURFACE MOTION
 RJ0363
 RJ0363  HISTORY     - Date     Condition        Report By
 RJ0363  HISTORY     - 1934     MONUMENTED       CGS
 RJ0363
 RJ0363                          STATION DESCRIPTION
 RJ0363
 RJ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0363'7.3 MI NW FROM SOO JUNCTION.
 RJ0363'7.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0363'RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY, 3 FEET SOUTHEAST OF
 RJ0363'MILEPOST 35, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 RJ0363'TRACK.  A STANDARD DISK, STAMPED F 51 1934 AND SET IN THE TOP
 RJ0363'OF A CONCRETE POST PROJECTING 1/4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0231 ***********************************************************************
 QK0231  DESIGNATION -  F 52
 QK0231  PID         -  QK0231
 QK0231  STATE/COUNTY-  MI/MACKINAC
 QK0231  COUNTRY     -  US
 QK0231  USGS QUAD   -  SAINT IGNACE (2017)
 QK0231
 QK0231                         *CURRENT SURVEY CONTROL
 QK0231  ______________________________________________________________________
 QK0231* NAD 83(1986) POSITION- 45 52 16.7    (N) 084 43 52.4    (W)   HD_HELD2
 QK0231* NAVD 88 ORTHO HEIGHT -   179.931 (meters)      590.32  (feet) ADJUSTED
 QK0231  ______________________________________________________________________
 QK0231  GEOID HEIGHT    -        -35.370 (meters)                     GEOID18
 QK0231  DYNAMIC HEIGHT  -        179.938 (meters)      590.35  (feet) COMP
 QK0231  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 QK0231
 QK0231  VERT ORDER      -  FIRST     CLASS 0
 QK0231
 QK0231.The horizontal coordinates were established by autonomous hand held GPS
 QK0231.observations and have an estimated accuracy of +/- 10 meters.
 QK0231
 QK0231.The orthometric height was determined by differential leveling and
 QK0231.adjusted by the NATIONAL GEODETIC SURVEY
 QK0231.in June 1991.
 QK0231
 QK0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0231.GEOID18 height accuracy estimate available here.
 QK0231
 QK0231.Click photographs - Photos may exist for this station.
 QK0231
 QK0231.The dynamic height is computed by dividing the NAVD 88
 QK0231.geopotential number by the normal gravity value computed on the
 QK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0231.degrees latitude (g = 980.6199 gals.).
 QK0231
 QK0231.The modeled gravity was interpolated from observed gravity values.
 QK0231
 QK0231;                    North         East    Units  Estimated Accuracy
 QK0231;SPC MI N     -   123,443.    8,176,117.      MT  (+/- 10 meters HH2 GPS)
 QK0231
 QK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7608282251(NAD 83)
 QK0231
 QK0231                          SUPERSEDED SURVEY CONTROL
 QK0231
 QK0231  NGVD 29 (??/??/92)  179.976  (m)          590.47   (f) ADJ UNCH    1 0
 QK0231
 QK0231.Superseded values are not recommended for survey control.
 QK0231
 QK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0231.See file dsdata.pdf to determine how the superseded data were derived.
 QK0231
 QK0231_MARKER: DB = BENCH MARK DISK
 QK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0231_STAMPING: F 52 1934
 QK0231_MARK LOGO: CGS
 QK0231_PROJECTION: PROJECTING 12 CENTIMETERS
 QK0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0231+STABILITY: SURFACE MOTION
 QK0231
 QK0231  HISTORY     - Date     Condition        Report By
 QK0231  HISTORY     - 1934     MONUMENTED       CGS
 QK0231  HISTORY     - 1972     GOOD             NGS
 QK0231  HISTORY     - 1975     GOOD             NGS
 QK0231  HISTORY     - 1983     GOOD             NGS
 QK0231  HISTORY     - 19950701 GOOD             USPSQD
 QK0231  HISTORY     - 20010331 GOOD             NGS
 QK0231  HISTORY     - 20020605 GOOD             MIDT
 QK0231  HISTORY     - 20030606 GOOD             USPSQD
 QK0231  HISTORY     - 20060830 GOOD             USPSQD
 QK0231  HISTORY     - 20170810 GOOD             MIDT
 QK0231
 QK0231                          STATION DESCRIPTION
 QK0231
 QK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0231'AT ST IGNACE.
 QK0231'AT ST IGNACE, ABOUT 0.45 MILE NORTH ALONG STATE STREET FROM THE
 QK0231'1ST NATIONAL BANK BUILDING, AT THE NORTHWEST CORNER OF THE
 QK0231'JUNCTION OF STATE STREET AND MARQUETTE STREET, AT THE SOUTHEAST
 QK0231'CORNER OF MARQUETTE PARK, 24.3 FEET WEST OF THE WEST CURB LINE
 QK0231'OF STATE STREET, 34 FEET NORTH OF THE CENTER LINE OF MARQUETTE
 QK0231'STREET, 3 FEET SOUTHWEST OF THE WEST CORNER OF THE SOUTHWEST
 QK0231'LEG OF AN E.A. MARQUETTE ARCH, 0.9 FOOT NORTH OF THE NORTH EDGE
 QK0231'OF AN EAST-WEST SIDEWALK, 1 FOOT ABOVE THE LEVEL OF STATE
 QK0231'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 QK0231'ABOVE THE LEVEL OF THE GROUND.
 QK0231
 QK0231                          STATION RECOVERY (1975)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (1983)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0231'1.4 KM (0.9 MI) NORTH ALONG STATE STREET AND INTERSTATE HIGHWAY 75
 QK0231'BUSINESS FROM THE POST OFFICE, SET AT THE SOUTHEAST CORNER OF THE
 QK0231'FATHER MARQUETTE PARK AND CHURCH, 23.22 METERS (76.2 FT) SOUTH OF THE
 QK0231'SOUTHEAST CORNER OF THE FATHER MARQUETTE MUSEUM, 13.71 METERS
 QK0231'(45.0 FT) WEST OF THE CENTERLINE OF STATE STREET, 10.36 METERS
 QK0231'(34.0 FT) NORTH OF THE CENTERLINE OF MARQUETTE STREET, AND 7.01 METERS
 QK0231'(23.0 FT) WEST OF A FIRE HYDRANT.
 QK0231'THE MARK IS ABOVE LEVEL WITH STATE STREET.
 QK0231
 QK0231                          STATION RECOVERY (1995)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (2001)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0231'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0231
 QK0231                          STATION RECOVERY (2002)
 QK0231
 QK0231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0231'ADDITIONAL WITNESSES AT FATHER MARQUETTE PARK 3' S36W FROM NW CORNER
 QK0231'OF WEST LEG OF FATHER MARQUETTE PARK ENTRANCE ARCH, 15.5' N12E FROM
 QK0231'FIRE HYDRANT, AND 5.2' S46E FROM 15INCH SUGAR MAPLE.
 QK0231
 QK0231                          STATION RECOVERY (2003)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (2006)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (2017)
 QK0231
 QK0231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2017 (JFE)
 QK0231'THE FIRE HYDRANT AND ARCH NOTED IN THE 2002 RECOVERY ARE IN PLACE.
 QK0231'THE 15-INCH SUGAR MAPLE TREE IS NO LONGER THERE.  THE MARK IS 0.7 FT
 QK0231'(21 CM) NORTH OF THE NORTH EDGE OF AN EAST-WEST CONCRETE SIDEWALK AND
 QK0231'9.5 FT (2.9 M) SOUTHEAST OF A 3-INCH (8 CM) CRAB APPLE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0345 ***********************************************************************
 RJ0345  DESIGNATION -  F 53
 RJ0345  PID         -  RJ0345
 RJ0345  STATE/COUNTY-  MI/CHIPPEWA
 RJ0345  COUNTRY     -  US
 RJ0345  USGS QUAD   -  TROUT LAKE (2017)
 RJ0345
 RJ0345                         *CURRENT SURVEY CONTROL
 RJ0345  ______________________________________________________________________
 RJ0345* NAD 83(2011) POSITION- 46 11 04.15971(N) 085 04 30.61534(W)   NO CHECK
 RJ0345* NAD 83(2011) ELLIP HT-   223.778 (meters)        (06/27/12)   NO CHECK
 RJ0345* NAD 83(2011) EPOCH   -  2010.00
 RJ0345* NAVD 88 ORTHO HEIGHT -   258.847 (meters)      849.23  (feet) ADJUSTED
 RJ0345  ______________________________________________________________________
 RJ0345  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 RJ0345  NAD 83(2011) X  -    379,768.892 (meters)                     COMP
 RJ0345  NAD 83(2011) Y  - -4,407,369.505 (meters)                     COMP
 RJ0345  NAD 83(2011) Z  -  4,579,630.256 (meters)                     COMP
 RJ0345  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 RJ0345  DYNAMIC HEIGHT  -        258.864 (meters)      849.29  (feet) COMP
 RJ0345  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 RJ0345
 RJ0345  VERT ORDER      -  SECOND    CLASS 0
 RJ0345
 RJ0345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0345  Standards:
 RJ0345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0345  -------------------------------------------------------------------
 RJ0345  NETWORK    1.98   2.06           0.89   0.71   1.05     -0.05727544
 RJ0345  -------------------------------------------------------------------
 RJ0345  Click here for local accuracies and other accuracy information.
 RJ0345
 RJ0345.The horizontal coordinates were established by GPS observations
 RJ0345.and adjusted by the National Geodetic Survey in June 2012.
 RJ0345
 RJ0345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0345.been affixed to the stable North American tectonic plate. See 
 RJ0345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0345
 RJ0345.The horizontal coordinates are valid at the epoch date displayed above
 RJ0345.which is a decimal equivalence of Year/Month/Day.
 RJ0345
 RJ0345.No horizontal observational check was made to the station.
 RJ0345
 RJ0345.The orthometric height was determined by differential leveling and
 RJ0345.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0345.in June 1991.
 RJ0345
 RJ0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0345.GEOID18 height accuracy estimate available here.
 RJ0345
 RJ0345.Click photographs - Photos may exist for this station.
 RJ0345
 RJ0345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0345
 RJ0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0345
 RJ0345.The ellipsoidal height was determined by GPS observations
 RJ0345.and is referenced to NAD 83.
 RJ0345
 RJ0345.The dynamic height is computed by dividing the NAVD 88
 RJ0345.geopotential number by the normal gravity value computed on the
 RJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0345.degrees latitude (g = 980.6199 gals.).
 RJ0345
 RJ0345.The modeled gravity was interpolated from observed gravity values.
 RJ0345
 RJ0345. The following values were computed from the NAD 83(2011) position.
 RJ0345
 RJ0345;                    North         East     Units Scale Factor Converg.
 RJ0345;SPC MI N     -   157,533.907 8,148,578.470   MT  0.99990438   +1 23 28.5
 RJ0345;SPC MI N     -   516,843.53 26,734,181.33   iFT  0.99990438   +1 23 28.5
 RJ0345;UTM  16      - 5,116,346.587   648,546.722   MT  0.99987126   +1 23 21.0
 RJ0345
 RJ0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0345!SPC MI N     -   0.99996492  x   0.99990438  =   0.99986930
 RJ0345!UTM  16      -   0.99996492  x   0.99987126  =   0.99983619
 RJ0345
 RJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4854616346(NAD 83)
 RJ0345
 RJ0345                          SUPERSEDED SURVEY CONTROL
 RJ0345
 RJ0345  NAD 83(2007)-  46 11 04.15992(N)    085 04 30.61631(W) AD(2002.00) 1
 RJ0345  ELLIP H (05/16/11)  223.782  (m)                       GP(2002.00) 4 1
 RJ0345  NAVD 88             258.85   (m)          849.2    (f) LEVELING    3  
 RJ0345  NGVD 29 (??/??/92)  258.835  (m)          849.19   (f) ADJ UNCH    2 0
 RJ0345
 RJ0345.Superseded values are not recommended for survey control.
 RJ0345
 RJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0345.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0345
 RJ0345_MARKER: DB = BENCH MARK DISK
 RJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0345_STAMPING: F 53 1934
 RJ0345_MARK LOGO: CGS
 RJ0345_PROJECTION: PROJECTING 20 CENTIMETERS
 RJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0345+STABILITY: SURFACE MOTION
 RJ0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0345+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 RJ0345
 RJ0345  HISTORY     - Date     Condition        Report By
 RJ0345  HISTORY     - 1934     MONUMENTED       CGS
 RJ0345  HISTORY     - 1938     GOOD             CGS
 RJ0345  HISTORY     - 20100510 GOOD             MIDT
 RJ0345
 RJ0345                          STATION DESCRIPTION
 RJ0345
 RJ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0345'2.7 MI SW FROM TROUT LAKE.
 RJ0345'2.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RJ0345'STE. MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA
 RJ0345'COUNTY, ACROSS THE TRACK FROM MILEPOST 447, 50 FEET NORTH OF THE
 RJ0345'CENTERLINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND 3
 RJ0345'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED F 53 1934 AND
 RJ0345'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 RJ0345'GROUND.
 RJ0345
 RJ0345                          STATION RECOVERY (2010)
 RJ0345
 RJ0345'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0345'RECOVERED AS DESCRIBED EXCEPT POLE THREE FEET TO THE EAST IS NO LONGER
 RJ0345'PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0461 ***********************************************************************
 RJ0461  DESIGNATION -  F 54
 RJ0461  PID         -  RJ0461
 RJ0461  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0461  COUNTRY     -  US
 RJ0461  USGS QUAD   -  BLANEY PARK (2017)
 RJ0461
 RJ0461                         *CURRENT SURVEY CONTROL
 RJ0461  ______________________________________________________________________
 RJ0461* NAD 83(1986) POSITION- 46 01 50.     (N) 085 53 45.     (W)   SCALED
 RJ0461* NAVD 88 ORTHO HEIGHT -   193.412 (meters)      634.55  (feet) ADJUSTED
 RJ0461  ______________________________________________________________________
 RJ0461  GEOID HEIGHT    -        -35.026 (meters)                     GEOID18
 RJ0461  DYNAMIC HEIGHT  -        193.421 (meters)      634.58  (feet) COMP
 RJ0461  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 RJ0461
 RJ0461  VERT ORDER      -  SECOND    CLASS 0
 RJ0461
 RJ0461.The horizontal coordinates were scaled from a map and have
 RJ0461.an estimated accuracy of +/- 6 seconds.
 RJ0461
 RJ0461.The orthometric height was determined by differential leveling and
 RJ0461.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0461.in June 1991.
 RJ0461
 RJ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0461.GEOID18 height accuracy estimate available here.
 RJ0461
 RJ0461.Click photographs - Photos may exist for this station.
 RJ0461
 RJ0461.The dynamic height is computed by dividing the NAVD 88
 RJ0461.geopotential number by the normal gravity value computed on the
 RJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0461.degrees latitude (g = 980.6199 gals.).
 RJ0461
 RJ0461.The modeled gravity was interpolated from observed gravity values.
 RJ0461
 RJ0461;                    North         East    Units  Estimated Accuracy
 RJ0461;SPC MI N     -   139,220.    8,085,480.      MT  (+/- 180 meters Scaled)
 RJ0461
 RJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER854980(NAD 83)
 RJ0461
 RJ0461                          SUPERSEDED SURVEY CONTROL
 RJ0461
 RJ0461  NGVD 29 (??/??/92)  193.390  (m)          634.48   (f) ADJ UNCH    2 0
 RJ0461
 RJ0461.Superseded values are not recommended for survey control.
 RJ0461
 RJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0461.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0461
 RJ0461_MARKER: DB = BENCH MARK DISK
 RJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0461_STAMPING: F 54 1934
 RJ0461_MARK LOGO: CGS
 RJ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0461+STABILITY: SURFACE MOTION
 RJ0461
 RJ0461  HISTORY     - Date     Condition        Report By
 RJ0461  HISTORY     - 1934     MONUMENTED       CGS
 RJ0461  HISTORY     - 1938     GOOD             CGS
 RJ0461  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0461
 RJ0461                          STATION DESCRIPTION
 RJ0461
 RJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0461'6.4 MI E FROM GULLIVER.
 RJ0461'6.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0461'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0461'AT MILEPOST 405, 410 FEET EAST OF THE MIDDLE OF A WOODEN BRIDGE
 RJ0461'OVER A STREAM, 12 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 RJ0461'TRACK, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 RJ0461'STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0461
 RJ0461                          STATION RECOVERY (1972)
 RJ0461
 RJ0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0066 ***********************************************************************
 RK0066  DESIGNATION -  F 55
 RK0066  PID         -  RK0066
 RK0066  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0066  COUNTRY     -  US
 RK0066  USGS QUAD   -  STEUBEN (2017)
 RK0066
 RK0066                         *CURRENT SURVEY CONTROL
 RK0066  ______________________________________________________________________
 RK0066* NAD 83(1986) POSITION- 46 14 32.     (N) 086 26 54.     (W)   SCALED
 RK0066* NAVD 88 ORTHO HEIGHT -   232.432 (meters)      762.57  (feet) ADJUSTED
 RK0066  ______________________________________________________________________
 RK0066  GEOID HEIGHT    -        -34.997 (meters)                     GEOID18
 RK0066  DYNAMIC HEIGHT  -        232.447 (meters)      762.62  (feet) COMP
 RK0066  MODELED GRAVITY -    980,673.7   (mgal)                       NAVD 88
 RK0066
 RK0066  VERT ORDER      -  SECOND    CLASS 0
 RK0066
 RK0066.The horizontal coordinates were scaled from a map and have
 RK0066.an estimated accuracy of +/- 6 seconds.
 RK0066
 RK0066.The orthometric height was determined by differential leveling and
 RK0066.adjusted by the NATIONAL GEODETIC SURVEY
 RK0066.in June 1991.
 RK0066
 RK0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0066.GEOID18 height accuracy estimate available here.
 RK0066
 RK0066.Click photographs - Photos may exist for this station.
 RK0066
 RK0066.The dynamic height is computed by dividing the NAVD 88
 RK0066.geopotential number by the normal gravity value computed on the
 RK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0066.degrees latitude (g = 980.6199 gals.).
 RK0066
 RK0066.The modeled gravity was interpolated from observed gravity values.
 RK0066
 RK0066;                    North         East    Units  Estimated Accuracy
 RK0066;SPC MI N     -   162,300.    8,042,540.      MT  (+/- 180 meters Scaled)
 RK0066
 RK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES425211(NAD 83)
 RK0066
 RK0066                          SUPERSEDED SURVEY CONTROL
 RK0066
 RK0066  NGVD 29 (??/??/92)  232.404  (m)          762.48   (f) ADJ UNCH    2 0
 RK0066
 RK0066.Superseded values are not recommended for survey control.
 RK0066
 RK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0066.See file dsdata.pdf to determine how the superseded data were derived.
 RK0066
 RK0066_MARKER: DB = BENCH MARK DISK
 RK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0066_STAMPING: F 55 1934
 RK0066_MARK LOGO: CGS
 RK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0066+STABILITY: SURFACE MOTION
 RK0066
 RK0066  HISTORY     - Date     Condition        Report By
 RK0066  HISTORY     - 1934     MONUMENTED       CGS
 RK0066  HISTORY     - 1958     MARK NOT FOUND   CGS
 RK0066
 RK0066                          STATION DESCRIPTION
 RK0066
 RK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 RK0066'8 MI S FROM SHINGLETON.
 RK0066'IN SCHOOLCRAFT COUNTY, 8 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0066'FROM SHINGLETON, ALGER COUNTY, AT A CURVE, 24 FEET NORTH OF THE
 RK0066'CENTERLINE OF A ROAD LEADING TO KENTUCKY, 81 FEET EAST OF THE
 RK0066'CENTERLINE OF THE NORTH AND SOUTH PORTION OF THE HIGHWAY, AND
 RK0066'28 FEET NORTH OF THE CENTERLINE OF THE EAST AND WEST PORTION OF
 RK0066'THE HIGHWAY.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN
 RK0066'THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0392 ***********************************************************************
 QL0392  DESIGNATION -  F 57
 QL0392  PID         -  QL0392
 QL0392  STATE/COUNTY-  MI/MENOMINEE
 QL0392  COUNTRY     -  US
 QL0392  USGS QUAD   -  CUNARD (2017)
 QL0392
 QL0392                         *CURRENT SURVEY CONTROL
 QL0392  ______________________________________________________________________
 QL0392* NAD 83(1986) POSITION- 45 41 19.     (N) 087 43 02.     (W)   SCALED
 QL0392* NAVD 88 ORTHO HEIGHT -   275.670 (meters)      904.43  (feet) ADJUSTED
 QL0392  ______________________________________________________________________
 QL0392  GEOID HEIGHT    -        -35.155 (meters)                     GEOID18
 QL0392  DYNAMIC HEIGHT  -        275.667 (meters)      904.42  (feet) COMP
 QL0392  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 QL0392
 QL0392  VERT ORDER      -  SECOND    CLASS 0
 QL0392
 QL0392.The horizontal coordinates were scaled from a map and have
 QL0392.an estimated accuracy of +/- 6 seconds.
 QL0392
 QL0392.The orthometric height was determined by differential leveling and
 QL0392.adjusted by the NATIONAL GEODETIC SURVEY
 QL0392.in June 1991.
 QL0392
 QL0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0392.GEOID18 height accuracy estimate available here.
 QL0392
 QL0392.Click photographs - Photos may exist for this station.
 QL0392
 QL0392.The dynamic height is computed by dividing the NAVD 88
 QL0392.geopotential number by the normal gravity value computed on the
 QL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0392.degrees latitude (g = 980.6199 gals.).
 QL0392
 QL0392.The modeled gravity was interpolated from observed gravity values.
 QL0392
 QL0392;                    North         East    Units  Estimated Accuracy
 QL0392;SPC MI N     -   100,870.    7,944,130.      MT  (+/- 180 meters Scaled)
 QL0392
 QL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR441597(NAD 83)
 QL0392
 QL0392                          SUPERSEDED SURVEY CONTROL
 QL0392
 QL0392  NGVD 29 (??/??/92)  275.686  (m)          904.48   (f) ADJ UNCH    2 0
 QL0392
 QL0392.Superseded values are not recommended for survey control.
 QL0392
 QL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0392.See file dsdata.pdf to determine how the superseded data were derived.
 QL0392
 QL0392_MARKER: DB = BENCH MARK DISK
 QL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0392_STAMPING: F 57 1934
 QL0392_MARK LOGO: CGS
 QL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0392+STABILITY: SURFACE MOTION
 QL0392
 QL0392  HISTORY     - Date     Condition        Report By
 QL0392  HISTORY     - 1934     MONUMENTED       CGS
 QL0392
 QL0392                          STATION DESCRIPTION
 QL0392
 QL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0392'2 MI E FROM FAITHORN.
 QL0392'2.0 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0392'MARIE RAILROAD FROM THE STATION AT FAITHORN, MENOMINEE COUNTY,
 QL0392'51 FEET WEST OF MILEPOST 305, 24 FEET NORTH OF THE CENTERLINE
 QL0392'OF THE MAIN TRACK, AND 21 FEET SOUTH OF A FENCE.  A STANDARD
 QL0392'DISK, STAMPED F 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0008 ***********************************************************************
 RM0008  DESIGNATION -  F 58
 RM0008  PID         -  RM0008
 RM0008  STATE/COUNTY-  MI/GOGEBIC
 RM0008  COUNTRY     -  US
 RM0008  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0008
 RM0008                         *CURRENT SURVEY CONTROL
 RM0008  ______________________________________________________________________
 RM0008* NAD 83(1986) POSITION- 46 30 33.59   (N) 090 11 51.57   (W)   HD_HELD1
 RM0008* NAVD 88 ORTHO HEIGHT -   368.273 (meters)     1208.24  (feet) ADJUSTED
 RM0008  ______________________________________________________________________
 RM0008  GEOID HEIGHT    -        -30.597 (meters)                     GEOID18
 RM0008  DYNAMIC HEIGHT  -        368.300 (meters)     1208.33  (feet) COMP
 RM0008  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 RM0008
 RM0008  VERT ORDER      -  FIRST     CLASS II
 RM0008
 RM0008.The horizontal coordinates were determined by differentially corrected
 RM0008.hand held GPS observations or other comparable positioning techniques
 RM0008.and have an estimated accuracy of +/- 3 meters.
 RM0008
 RM0008.The orthometric height was determined by differential leveling and
 RM0008.adjusted by the NATIONAL GEODETIC SURVEY
 RM0008.in June 1991.
 RM0008
 RM0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0008.GEOID18 height accuracy estimate available here.
 RM0008
 RM0008.Click photographs - Photos may exist for this station.
 RM0008
 RM0008.The dynamic height is computed by dividing the NAVD 88
 RM0008.geopotential number by the normal gravity value computed on the
 RM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0008.degrees latitude (g = 980.6199 gals.).
 RM0008
 RM0008.The modeled gravity was interpolated from observed gravity values.
 RM0008
 RM0008;                    North         East    Units  Estimated Accuracy
 RM0008;SPC MI N     -   196,784.1   7,754,670.0     MT  (+/- 3 meters HH1 GPS) 
 RM0008
 RM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1498754455(NAD 83)
 RM0008
 RM0008                          SUPERSEDED SURVEY CONTROL
 RM0008
 RM0008  NGVD 29 (??/??/92)  368.298  (m)         1208.32   (f) ADJ UNCH    1 2
 RM0008
 RM0008.Superseded values are not recommended for survey control.
 RM0008
 RM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0008.See file dsdata.pdf to determine how the superseded data were derived.
 RM0008
 RM0008_MARKER: DB = BENCH MARK DISK
 RM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0008_STAMPING: F 58 1934
 RM0008_MARK LOGO: CGS
 RM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0008+STABILITY: SURFACE MOTION
 RM0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0008+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0008
 RM0008  HISTORY     - Date     Condition        Report By
 RM0008  HISTORY     - 1934     MONUMENTED       CGS
 RM0008  HISTORY     - 1964     GOOD             CGS
 RM0008  HISTORY     - 1982     POOR             NGS
 RM0008  HISTORY     - 1987     POOR             USPSQD
 RM0008  HISTORY     - 20030822 GOOD             USPSQD
 RM0008
 RM0008                          STATION DESCRIPTION
 RM0008
 RM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0008'2.2 MI W FROM NORTH IRONWOOD.
 RM0008'2.2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0008'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0008'AT MILEAGE 301.4, AT JANET SIDING, 18 FEET SOUTH OF A SHED,
 RM0008'AT A ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE OF THE
 RM0008'MAIN TRACK, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 RM0008'5 FEET EAST OF AN ELECTRIC-LIGHT POLE.  A STANDARD DISK, STAMPED
 RM0008'F 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0008
 RM0008                          STATION RECOVERY (1964)
 RM0008
 RM0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 RM0008'RECOVERED IN GOOD CONDITION.
 RM0008
 RM0008                          STATION RECOVERY (1982)
 RM0008
 RM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0008'RECOVERED THIS DATE.  FOUND LOOSE IN THE GROUND, NOT LEVELED TO AT
 RM0008'THIS TIME.
 RM0008
 RM0008                          STATION RECOVERY (1987)
 RM0008
 RM0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0008'MARK RECOVERED IN POOR CONDITION.
 RM0008
 RM0008                          STATION RECOVERY (2003)
 RM0008
 RM0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0008'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT SOUTH OF A
 RM0008'WHITE METAL WITNESS POST WHICH IS BENT OVER.  THE CONCRETE POST AND
 RM0008'MONUMENT PROJECTS 14 INCHES ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0230 ***********************************************************************
 RL0230  DESIGNATION -  F 59
 RL0230  PID         -  RL0230
 RL0230  STATE/COUNTY-  MI/IRON
 RL0230  COUNTRY     -  US
 RL0230  USGS QUAD   -  AMASA (2017)
 RL0230
 RL0230                         *CURRENT SURVEY CONTROL
 RL0230  ______________________________________________________________________
 RL0230* NAD 83(2011) POSITION- 46 12 36.00586(N) 088 26 27.94001(W)   ADJUSTED
 RL0230* NAD 83(2011) ELLIP HT-   416.730 (meters)        (06/27/12)   ADJUSTED
 RL0230* NAD 83(2011) EPOCH   -  2010.00
 RL0230* NAVD 88 ORTHO HEIGHT -   449.218 (meters)     1473.81  (feet) ADJUSTED
 RL0230  ______________________________________________________________________
 RL0230  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 RL0230  NAD 83(2011) X  -    120,293.310 (meters)                     COMP
 RL0230  NAD 83(2011) Y  - -4,420,151.129 (meters)                     COMP
 RL0230  NAD 83(2011) Z  -  4,581,732.548 (meters)                     COMP
 RL0230  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 RL0230  DYNAMIC HEIGHT  -        449.229 (meters)     1473.85  (feet) COMP
 RL0230  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 RL0230
 RL0230  VERT ORDER      -  SECOND    CLASS 0
 RL0230
 RL0230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0230  Standards:
 RL0230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0230  -------------------------------------------------------------------
 RL0230  NETWORK    0.55   1.23           0.25   0.19   0.63     -0.01575250
 RL0230  -------------------------------------------------------------------
 RL0230  Click here for local accuracies and other accuracy information.
 RL0230
 RL0230.The horizontal coordinates were established by GPS observations
 RL0230.and adjusted by the National Geodetic Survey in June 2012.
 RL0230
 RL0230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0230.been affixed to the stable North American tectonic plate. See 
 RL0230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0230
 RL0230.The horizontal coordinates are valid at the epoch date displayed above
 RL0230.which is a decimal equivalence of Year/Month/Day.
 RL0230
 RL0230.The orthometric height was determined by differential leveling and
 RL0230.adjusted by the NATIONAL GEODETIC SURVEY
 RL0230.in June 1991.
 RL0230
 RL0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0230.GEOID18 height accuracy estimate available here.
 RL0230
 RL0230.Click photographs - Photos may exist for this station.
 RL0230
 RL0230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0230
 RL0230.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0230
 RL0230.The ellipsoidal height was determined by GPS observations
 RL0230.and is referenced to NAD 83.
 RL0230
 RL0230.The dynamic height is computed by dividing the NAVD 88
 RL0230.geopotential number by the normal gravity value computed on the
 RL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0230.degrees latitude (g = 980.6199 gals.).
 RL0230
 RL0230.The modeled gravity was interpolated from observed gravity values.
 RL0230
 RL0230. The following values were computed from the NAD 83(2011) position.
 RL0230
 RL0230;                    North         East     Units Scale Factor Converg.
 RL0230;SPC MI N     -   159,576.284 7,888,807.979   MT  0.99990369   -1 02 29.8
 RL0230;SPC MI N     -   523,544.24 25,881,915.94   iFT  0.99990369   -1 02 29.8
 RL0230;UTM  16      - 5,118,389.830   388,836.105   MT  0.99975191   -1 02 25.5
 RL0230
 RL0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0230!SPC MI N     -   0.99993468  x   0.99990369  =   0.99983837
 RL0230!UTM  16      -   0.99993468  x   0.99975191  =   0.99968660
 RL0230
 RL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8883618389(NAD 83)
 RL0230
 RL0230                          SUPERSEDED SURVEY CONTROL
 RL0230
 RL0230  NAD 83(2007)-  46 12 36.00587(N)    088 26 27.94047(W) AD(2002.00) A
 RL0230  ELLIP H (02/24/11)  416.742  (m)                       GP(2002.00) 3 2
 RL0230  NAVD 88             449.22   (m)         1473.8    (f) LEVELING    3  
 RL0230  NGVD 29 (??/??/92)  449.206  (m)         1473.77   (f) ADJ UNCH    2 0
 RL0230
 RL0230.Superseded values are not recommended for survey control.
 RL0230
 RL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0230.See file dsdata.pdf to determine how the superseded data were derived.
 RL0230
 RL0230_MARKER: DB = BENCH MARK DISK
 RL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0230_STAMPING: F 59 1934
 RL0230_MARK LOGO: CGS
 RL0230_PROJECTION: PROJECTING 7 CENTIMETERS
 RL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0230+STABILITY: SURFACE MOTION
 RL0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0230+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2021
 RL0230
 RL0230  HISTORY     - Date     Condition        Report By
 RL0230  HISTORY     - 1934     MONUMENTED       CGS
 RL0230  HISTORY     - 1948     GOOD             CGS
 RL0230  HISTORY     - 20090604 GOOD             MIDT
 RL0230  HISTORY     - 20210627 GOOD             MIDT
 RL0230
 RL0230                          STATION DESCRIPTION
 RL0230
 RL0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0230'1.7 MI S FROM AMASA.
 RL0230'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0230'PACIFIC RAILWAY FROM THE STATION AT AMASA, AT THE CROSSING OF
 RL0230'U.S. HIGHWAY 141, 28 FEET NORTHEAST OF THE NORTHEAST RAIL, 47
 RL0230'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET SOUTH
 RL0230'OF A TELEPHONE POLE, 87 FEET NORTH-NORTHWEST OF THE CROSSING
 RL0230'SIGNAL, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 RL0230'CONCRETE POST PROJECTING 5 INCHES.
 RL0230
 RL0230                          STATION RECOVERY (2009)
 RL0230
 RL0230'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0230'THE STATION IS RECOVERED AS DESCRIBED EXCEPT WITH THE FOLLOW.
 RL0230'
 RL0230'TO REACH FROM THE INTERSECTION OF WEST PINE STREET AND OLD 141 IN
 RL0230'AMASA, GO SOUTH ON OLD 141 1.6 MI (2.6 KM) TO RAILROAD CROSSING
 RL0230'STATION IS ON THE RIGHT AND 22.5 M (73.8 FT) SOUTH OF A POWER POLE.
 RL0230
 RL0230                          STATION RECOVERY (2021)
 RL0230
 RL0230'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (EP)
 RL0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0348 ***********************************************************************
 RK0348  DESIGNATION -  F 61
 RK0348  PID         -  RK0348
 RK0348  STATE/COUNTY-  MI/MARQUETTE
 RK0348  COUNTRY     -  US
 RK0348  USGS QUAD   -  CHAMPION (2017)
 RK0348
 RK0348                         *CURRENT SURVEY CONTROL
 RK0348  ______________________________________________________________________
 RK0348* NAD 83(1986) POSITION- 46 30 49.     (N) 087 57 48.     (W)   SCALED
 RK0348* NAVD 88 ORTHO HEIGHT -   486.762 (meters)     1596.99  (feet) ADJUSTED
 RK0348  ______________________________________________________________________
 RK0348  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 RK0348  DYNAMIC HEIGHT  -        486.781 (meters)     1597.05  (feet) COMP
 RK0348  MODELED GRAVITY -    980,638.2   (mgal)                       NAVD 88
 RK0348
 RK0348  VERT ORDER      -  SECOND    CLASS 0
 RK0348
 RK0348.The horizontal coordinates were scaled from a map and have
 RK0348.an estimated accuracy of +/- 6 seconds.
 RK0348
 RK0348.The orthometric height was determined by differential leveling and
 RK0348.adjusted by the NATIONAL GEODETIC SURVEY
 RK0348.in June 1991.
 RK0348
 RK0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0348.GEOID18 height accuracy estimate available here.
 RK0348
 RK0348.Click photographs - Photos may exist for this station.
 RK0348
 RK0348.The dynamic height is computed by dividing the NAVD 88
 RK0348.geopotential number by the normal gravity value computed on the
 RK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0348.degrees latitude (g = 980.6199 gals.).
 RK0348
 RK0348.The modeled gravity was interpolated from observed gravity values.
 RK0348
 RK0348;                    North         East    Units  Estimated Accuracy
 RK0348;SPC MI N     -   192,760.    7,926,080.      MT  (+/- 180 meters Scaled)
 RK0348
 RK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS261515(NAD 83)
 RK0348
 RK0348                          SUPERSEDED SURVEY CONTROL
 RK0348
 RK0348  NGVD 29 (??/??/92)  486.69   (m)         1596.7    (f) COMPUTED    2 0
 RK0348
 RK0348.Superseded values are not recommended for survey control.
 RK0348
 RK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0348.See file dsdata.pdf to determine how the superseded data were derived.
 RK0348
 RK0348_MARKER: DB = BENCH MARK DISK
 RK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0348_STAMPING: F 61 1934
 RK0348_MARK LOGO: CGS
 RK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0348+STABILITY: SURFACE MOTION
 RK0348
 RK0348  HISTORY     - Date     Condition        Report By
 RK0348  HISTORY     - 1934     MONUMENTED       CGS
 RK0348  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0348  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0348  HISTORY     - 19990922 MARK NOT FOUND   USPSQD
 RK0348
 RK0348                          STATION DESCRIPTION
 RK0348
 RK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0348'AT CHAMPION.
 RK0348'AT CHAMPION, MARQUETTE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 RK0348'PAUL AND PACIFIC RAILROAD, 20 FEET EAST OF THE SOUTHEAST CORNER
 RK0348'OF THE STATION, 40 FEET EAST OF CHAMPION STREET, 12 FEET NORTH
 RK0348'OF THE TRACK, AND 1 FOOT FROM A POLE.  A STANDARD DISK, STAMPED
 RK0348'F 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0348
 RK0348                          STATION RECOVERY (1982)
 RK0348
 RK0348'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0348'MARK NOT FOUND.
 RK0348
 RK0348                          STATION RECOVERY (1985)
 RK0348
 RK0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0348'MARK NOT FOUND.
 RK0348
 RK0348                          STATION RECOVERY (1999)
 RK0348
 RK0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0070 ***********************************************************************
 RL0070  DESIGNATION -  F 62
 RL0070  PID         -  RL0070
 RL0070  STATE/COUNTY-  MI/HOUGHTON
 RL0070  COUNTRY     -  US
 RL0070  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL0070
 RL0070                         *CURRENT SURVEY CONTROL
 RL0070  ______________________________________________________________________
 RL0070* NAD 83(1986) POSITION- 46 58 46.     (N) 088 26 02.     (W)   SCALED
 RL0070* NAVD 88 ORTHO HEIGHT -   184.335 (meters)      604.77  (feet) ADJUSTED
 RL0070  ______________________________________________________________________
 RL0070  GEOID HEIGHT    -        -34.848 (meters)                     GEOID18
 RL0070  DYNAMIC HEIGHT  -        184.347 (meters)      604.81  (feet) COMP
 RL0070  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 RL0070
 RL0070  VERT ORDER      -  FIRST     CLASS II
 RL0070
 RL0070.The horizontal coordinates were scaled from a map and have
 RL0070.an estimated accuracy of +/- 6 seconds.
 RL0070
 RL0070.The orthometric height was determined by differential leveling and
 RL0070.adjusted by the NATIONAL GEODETIC SURVEY
 RL0070.in March 1997.
 RL0070
 RL0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0070.GEOID18 height accuracy estimate available here.
 RL0070
 RL0070.Click photographs - Photos may exist for this station.
 RL0070
 RL0070.The dynamic height is computed by dividing the NAVD 88
 RL0070.geopotential number by the normal gravity value computed on the
 RL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0070.degrees latitude (g = 980.6199 gals.).
 RL0070
 RL0070.The modeled gravity was interpolated from observed gravity values.
 RL0070
 RL0070;                    North         East    Units  Estimated Accuracy
 RL0070;SPC MI N     -   245,080.    7,890,910.      MT  (+/- 180 meters Scaled)
 RL0070
 RL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909038(NAD 83)
 RL0070
 RL0070                          SUPERSEDED SURVEY CONTROL
 RL0070
 RL0070  NAVD 88 (06/15/91)  184.367  (m)          604.88   (f) SUPERSEDED  1 2
 RL0070  NGVD 29 (??/??/92)  184.360  (m)          604.85   (f) ADJ UNCH    1 2
 RL0070
 RL0070.Superseded values are not recommended for survey control.
 RL0070
 RL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0070.See file dsdata.pdf to determine how the superseded data were derived.
 RL0070
 RL0070_MARKER: DB = BENCH MARK DISK
 RL0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0070_SP_SET: SEAWALL
 RL0070_STAMPING: F 62 1934
 RL0070_MARK LOGO: CGS
 RL0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0070+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 RL0070
 RL0070  HISTORY     - Date     Condition        Report By
 RL0070  HISTORY     - 1934     MONUMENTED       CGS
 RL0070  HISTORY     - 19960725 GOOD             NGS
 RL0070  HISTORY     - 20000424 GOOD             MIDT
 RL0070  HISTORY     - 20030617 GOOD             GEOCAC
 RL0070
 RL0070                          STATION DESCRIPTION
 RL0070
 RL0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0070'NEAR PORTAGE ENTRY.
 RL0070'ACROSS THE BAY FROM PORTAGE ENTRY, HOUGHTON COUNTY, IN FRONT OF
 RL0070'THE HOME OF THE LIGHTHOUSE KEEPER, IN THE NORTH END OF THE
 RL0070'BREAKER WALL, 10 INCHES WEST OF THE EAST EDGE, 4.4 FEET SOUTH
 RL0070'OF THE NORTH END, AND 2-1/2 FEET SOUTH OF A GAGE.  A STANDARD
 RL0070'DISK, STAMPED F 62 1934.
 RL0070
 RL0070                          STATION RECOVERY (1996)
 RL0070
 RL0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0070'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 RL0070'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 RL0070'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 RL0070'PAVED ROAD, IN TOP OF AND 1.3 M (4.3 FT) SOUTH OF THE NORTH END OF THE
 RL0070'EAST CONCRETE RETAINING WALL OF A BOAT DOCK, 95.6 M (313.6 FT) EAST OF
 RL0070'THE ROAD CENTER, 3.4 M (11.2 FT) EAST OF THE WEST SIDE OF THE DOCK,
 RL0070'1.1 M (3.6 FT) NORTH OF A TIE DOWN, AND 0.2 M (0.7 FT) ABOVE THE
 RL0070'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.
 RL0070'MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER
 RL0070'(847) 724-5394.
 RL0070
 RL0070                          STATION RECOVERY (2000)
 RL0070
 RL0070'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0070'RECOVERED IN GOOD CONDITION.
 RL0070
 RL0070                          STATION RECOVERY (2003)
 RL0070
 RL0070'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RL0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0284 ***********************************************************************
 RL0284  DESIGNATION -  F 63
 RL0284  PID         -  RL0284
 RL0284  STATE/COUNTY-  MI/IRON
 RL0284  COUNTRY     -  US
 RL0284  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0284
 RL0284                         *CURRENT SURVEY CONTROL
 RL0284  ______________________________________________________________________
 RL0284* NAD 83(1986) POSITION- 46 13 18.63   (N) 088 54 28.46   (W)   HD_HELD1
 RL0284* NAVD 88 ORTHO HEIGHT -   496.196 (meters)     1627.94  (feet) ADJUSTED
 RL0284  ______________________________________________________________________
 RL0284  GEOID HEIGHT    -        -31.647 (meters)                     GEOID18
 RL0284  DYNAMIC HEIGHT  -        496.206 (meters)     1627.97  (feet) COMP
 RL0284  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 RL0284
 RL0284  VERT ORDER      -  SECOND    CLASS 0
 RL0284
 RL0284.The horizontal coordinates were determined by differentially corrected
 RL0284.hand held GPS observations or other comparable positioning techniques
 RL0284.and have an estimated accuracy of +/- 3 meters.
 RL0284
 RL0284.The orthometric height was determined by differential leveling and
 RL0284.adjusted by the NATIONAL GEODETIC SURVEY
 RL0284.in June 1991.
 RL0284
 RL0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0284.GEOID18 height accuracy estimate available here.
 RL0284
 RL0284.Click photographs - Photos may exist for this station.
 RL0284
 RL0284.The dynamic height is computed by dividing the NAVD 88
 RL0284.geopotential number by the normal gravity value computed on the
 RL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0284.degrees latitude (g = 980.6199 gals.).
 RL0284
 RL0284.The modeled gravity was interpolated from observed gravity values.
 RL0284
 RL0284;                    North         East    Units  Estimated Accuracy
 RL0284;SPC MI N     -   161,652.7   7,852,827.5     MT  (+/- 3 meters HH1 GPS) 
 RL0284
 RL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5285920465(NAD 83)
 RL0284
 RL0284                          SUPERSEDED SURVEY CONTROL
 RL0284
 RL0284  NGVD 29 (??/??/92)  496.214  (m)         1628.00   (f) ADJ UNCH    2 0
 RL0284
 RL0284.Superseded values are not recommended for survey control.
 RL0284
 RL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0284.See file dsdata.pdf to determine how the superseded data were derived.
 RL0284
 RL0284_MARKER: DB = BENCH MARK DISK
 RL0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0284_SP_SET: CONCRETE BASE
 RL0284_STAMPING: F 63 1934
 RL0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0284+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 RL0284
 RL0284  HISTORY     - Date     Condition        Report By
 RL0284  HISTORY     - 1934     MONUMENTED       CGS
 RL0284  HISTORY     - 1948     GOOD             CGS
 RL0284  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0284  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0284  HISTORY     - 20050405 GOOD             GEOCAC
 RL0284
 RL0284                          STATION DESCRIPTION
 RL0284
 RL0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0284'AT ELMWOOD.
 RL0284'AT ELMWOOD, AT THE CHICAGO AND NORTH WESTERN RAILWAY WATER TANK,
 RL0284'ABOUT 0.1 MILE EAST OF THE CROSSING OF A GRAVEL ROAD, SET IN
 RL0284'THE TOP OF THE CENTER OF THE NORTH END OF THE 2ND CONCRETE
 RL0284'BASE EAST OF THE WEST SIDE OF WATER TOWER, 8 FEET SOUTH OF THE
 RL0284'SOUTH RAIL OF THE MAIN TRACK AND 2 FEET ABOVE THE TRACK.
 RL0284
 RL0284                          STATION RECOVERY (1997)
 RL0284
 RL0284'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0284'MARK NOT FOUND.
 RL0284
 RL0284                          STATION RECOVERY (2002)
 RL0284
 RL0284'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0284'MARK NOT FOUND.
 RL0284
 RL0284                          STATION RECOVERY (2005)
 RL0284
 RL0284'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0284'AT ELMWOOD.
 RL0284'TO REACH FROM US HWY 2, GO 4.8 MILE NORTH ALONG NAT'L FOREST HWY 16 TO
 RL0284'NORTHWEST END OF THE BRIDGE OVER SOUTH BRANCH OF THE PAINT RIVER AND
 RL0284'AN EAST/WEST ORV TRAIL (OLD RR GRADE), THENCE 0.1 EAST (RIGHT) ALONG
 RL0284'THE ORV TRAIL TO MARK ON THE RIGHT IN OLD CONCRETE FOOTING OF REMOVED
 RL0284'WATER TANK.  IT IS ABOUT 12 FT SOUTH OF THE C/L OF ORV TRAIL, 1 FT
 RL0284'SOUTH OF A METAL WITNESS POST AND ABOUT 2 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0893 ***********************************************************************
 RL0893  DESIGNATION -  F 64
 RL0893  PID         -  RL0893
 RL0893  STATE/COUNTY-  MI/ONTONAGON
 RL0893  COUNTRY     -  US
 RL0893  USGS QUAD   -  BRUCE CROSSING (2017)
 RL0893
 RL0893                         *CURRENT SURVEY CONTROL
 RL0893  ______________________________________________________________________
 RL0893* NAD 83(1986) POSITION- 46 30 15.     (N) 089 10 44.     (W)   SCALED
 RL0893* NAVD 88 ORTHO HEIGHT -   384.200 (meters)     1260.50  (feet) ADJUSTED
 RL0893  ______________________________________________________________________
 RL0893  GEOID HEIGHT    -        -31.938 (meters)                     GEOID18
 RL0893  DYNAMIC HEIGHT  -        384.211 (meters)     1260.53  (feet) COMP
 RL0893  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 RL0893
 RL0893  VERT ORDER      -  FIRST     CLASS II
 RL0893
 RL0893.The horizontal coordinates were scaled from a map and have
 RL0893.an estimated accuracy of +/- 6 seconds.
 RL0893
 RL0893.The orthometric height was determined by differential leveling and
 RL0893.adjusted by the NATIONAL GEODETIC SURVEY
 RL0893.in June 1991.
 RL0893
 RL0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0893.GEOID18 height accuracy estimate available here.
 RL0893
 RL0893.Click photographs - Photos may exist for this station.
 RL0893
 RL0893.The dynamic height is computed by dividing the NAVD 88
 RL0893.geopotential number by the normal gravity value computed on the
 RL0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0893.degrees latitude (g = 980.6199 gals.).
 RL0893
 RL0893.The modeled gravity was interpolated from observed gravity values.
 RL0893
 RL0893;                    North         East    Units  Estimated Accuracy
 RL0893;SPC MI N     -   193,560.    7,832,790.      MT  (+/- 180 meters Scaled)
 RL0893
 RL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS328523(NAD 83)
 RL0893
 RL0893                          SUPERSEDED SURVEY CONTROL
 RL0893
 RL0893  NGVD 29 (??/??/92)  384.207  (m)         1260.52   (f) ADJ UNCH    1 2
 RL0893
 RL0893.Superseded values are not recommended for survey control.
 RL0893
 RL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0893.See file dsdata.pdf to determine how the superseded data were derived.
 RL0893
 RL0893_MARKER: DB = BENCH MARK DISK
 RL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0893_STAMPING: F 64 1934
 RL0893_MARK LOGO: CGS
 RL0893_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0893+STABILITY: SURFACE MOTION
 RL0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0893+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 RL0893
 RL0893  HISTORY     - Date     Condition        Report By
 RL0893  HISTORY     - 1934     MONUMENTED       CGS
 RL0893  HISTORY     - 1985     GOOD             NGS
 RL0893  HISTORY     - 20010617 GOOD             USPSQD
 RL0893  HISTORY     - 20130418 GOOD             MIDT
 RL0893  HISTORY     - 20240903 GOOD             MITU
 RL0893
 RL0893                          STATION DESCRIPTION
 RL0893
 RL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0893'2.2 MI S FROM BRUCE CROSSING.
 RL0893'2.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 RL0893'STATE HIGHWAY 28 AT BRUCE CROSSING, ONTONAGON COUNTY, 100 FEET
 RL0893'WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE ENTRANCE TO
 RL0893'NEUMANS GROVE, AND 25 FEET NORTH OF THE ENTRANCE.  A STANDARD
 RL0893'DISK, STAMPED F 64 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0893'PROJECTING 2 INCHES ABOVE GROUND.
 RL0893
 RL0893                          STATION RECOVERY (1985)
 RL0893
 RL0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0893'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) NORTHEAST OF A
 RL0893'WITNESS POST, AND 0.2 KM (0.2 MI) SOUTH OF THE INTERSECTION OF
 RL0893'ENGSTROM ROAD LEADING WEST.
 RL0893
 RL0893                          STATION RECOVERY (2001)
 RL0893
 RL0893'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0893'RECOVERED IN GOOD CONDITION.
 RL0893
 RL0893                          STATION RECOVERY (2013)
 RL0893
 RL0893'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2013 (BLJ)
 RL0893'THE DESCRIBED ROAD TO NEUMANS GROVE IS AN OVERGROWN TRAIL/ROAD WITH A
 RL0893'CHAIN BETWEEN TWO WOOD POSTS ACROSS IT, LEADS WEST TO AN OPEN FIELD.
 RL0893'DUAL BASED MEAN RTK POSITION IS N. LAT. 46D-30M-14.10785S W. LONG.
 RL0893'089D-10M-45.58456S
 RL0893
 RL0893                          STATION RECOVERY (2024)
 RL0893
 RL0893'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0893'FOUND AS DESCRIBED IN THE 1934 STATION DESCRIPTION AS MODIFIED BY
 RL0893'SUBSEQUENT RECOVERY NOTES BUT WITH THE FOLLOWING CHANGES.  THE
 RL0893'ENTRANCE TO WHAT WAS ONCE NEUMANS GROVE IS JUST OVER 0.1 MI (0.2 KM)
 RL0893'SOUTH OF ENGSTROM ROAD ON THE WEST SIDE OF U.S. 45 AND IS NO LONGER
 RL0893'BLOCKED BY A CHAIN BETWEEN WOODEN POSTS.  THE SURVEY MARK IS 100 FT
 RL0893'(30.5 M) PACED WEST OF THE CENTERLINE OF U.S. 45, 15 FT (4.6 M) PACED
 RL0893'NORTH OF THE CENTERLINE OF THE OVERGROWN DRIVE WEST, 2 FT (0.6 M) EAST
 RL0893'OF A BEECH 12 INCHES (30 CM) ACROSS, LESS THAN 1 FT (0.3 M) NORTHEAST
 RL0893'OF A SHORTENED WITNESS POST (BLACK AND WHITE) AND IN THE CORNER FORMED
 RL0893'BY THE DRIVE WEST AND THE EAST EDGE OF A GRASSY FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0068 ***********************************************************************
 SG0068  DESIGNATION -  F 65
 SG0068  PID         -  SG0068
 SG0068  STATE/COUNTY-  MI/HOUGHTON
 SG0068  COUNTRY     -  US
 SG0068  USGS QUAD   -  HANCOCK (2017)
 SG0068
 SG0068                         *CURRENT SURVEY CONTROL
 SG0068  ______________________________________________________________________
 SG0068* NAD 83(1986) POSITION- 47 09 47.1    (N) 088 33 41.2    (W)   HD_HELD2
 SG0068* NAVD 88 ORTHO HEIGHT -   322.498 (meters)     1058.06  (feet) ADJUSTED
 SG0068  ______________________________________________________________________
 SG0068  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 SG0068  DYNAMIC HEIGHT  -        322.546 (meters)     1058.22  (feet) COMP
 SG0068  MODELED GRAVITY -    980,752.6   (mgal)                       NAVD 88
 SG0068
 SG0068  VERT ORDER      -  FIRST     CLASS II
 SG0068
 SG0068.The horizontal coordinates were established by autonomous hand held GPS
 SG0068.observations and have an estimated accuracy of +/- 10 meters.
 SG0068
 SG0068.The orthometric height was determined by differential leveling and
 SG0068.adjusted by the NATIONAL GEODETIC SURVEY
 SG0068.in June 1991.
 SG0068
 SG0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0068.GEOID18 height accuracy estimate available here.
 SG0068
 SG0068.Click photographs - Photos may exist for this station.
 SG0068
 SG0068.The dynamic height is computed by dividing the NAVD 88
 SG0068.geopotential number by the normal gravity value computed on the
 SG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0068.degrees latitude (g = 980.6199 gals.).
 SG0068
 SG0068.The modeled gravity was interpolated from observed gravity values.
 SG0068
 SG0068;                    North         East    Units  Estimated Accuracy
 SG0068;SPC MI N     -   265,674.    7,881,610.      MT  (+/- 10 meters HH2 GPS)
 SG0068
 SG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8165324469(NAD 83)
 SG0068
 SG0068                          SUPERSEDED SURVEY CONTROL
 SG0068
 SG0068  NGVD 29 (??/??/92)  322.506  (m)         1058.09   (f) ADJ UNCH    1 2
 SG0068
 SG0068.Superseded values are not recommended for survey control.
 SG0068
 SG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0068.See file dsdata.pdf to determine how the superseded data were derived.
 SG0068
 SG0068_MARKER: DB = BENCH MARK DISK
 SG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0068_STAMPING: F 65 1934
 SG0068_MARK LOGO: CGS
 SG0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0068+STABILITY: SURFACE MOTION
 SG0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0068+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 SG0068
 SG0068  HISTORY     - Date     Condition        Report By
 SG0068  HISTORY     - 1934     MONUMENTED       CGS
 SG0068  HISTORY     - 1968     GOOD             CGS
 SG0068  HISTORY     - 19940316 GOOD             MIDT
 SG0068  HISTORY     - 20070610 GOOD             GEOCAC
 SG0068
 SG0068                          STATION DESCRIPTION
 SG0068
 SG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0068'3 MI N FROM HANCOCK.
 SG0068'ABOUT 3 MILES NORTH ALONG THE MINERAL RANGE RAILROAD FROM HANCOCK,
 SG0068'HOUGHTON COUNTY, 185 FEET NORTH OF MILEPOST 5, AND 40 FEET SOUTHEAST
 SG0068'OF A ROAD CROSSING.  A STANDARD DISK, STAMPED F 65 1934 AND SET
 SG0068'IN THE TOP OF A CONCRETE POST.
 SG0068
 SG0068                          STATION RECOVERY (1968)
 SG0068
 SG0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SG0068'RECOVERED IN GOOD CONDITION.
 SG0068
 SG0068                          STATION RECOVERY (1994)
 SG0068
 SG0068'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (SHN)
 SG0068'LOCATED NORTHEAST OF HANCOCK IN SECTION 13, T-55-N, R-34-W, AT THE
 SG0068'INTERSECTION OF PONTIAC ROAD AND THE ABANDONED RAILROAD GRADE.  TO
 SG0068'REACH FROM THE NORTH END (HANCOCK) OF THE LIFT BRIDGE OVER THE PORTAGE
 SG0068'CANAL, FOLLOW U.S. HIGHWAY 41 NORTH 4.25 MI (6.84 KM) TO PONTIAC ROAD.
 SG0068'TURN LEFT FOR 0.56 MI (0.90 KM) TO OLD RAILROAD CROSSING AND THE MARK
 SG0068'ON THE LEFT.  STATION IS SET IN A SQUARE CONCRETE POST PROJECTING
 SG0068'6-INCHES ABOVE THE GROUND.  IT IS 17.5 FT (5.3 M) NORTH, 20 DEGREES
 SG0068'WEST FROM A POWERPOLE, 29.0 FT (8.8 M) SOUTH, 85 DEGREES WEST FROM THE
 SG0068'CENTERLINE OF PONTIAC ROAD, 33.0 FT (10.1 M) SOUTH, 40 DEGREES EAST
 SG0068'FROM THE CENTER OF THE RAILROAD GRADE, 50.0 FT (15.2 M) SOUTH, 10
 SG0068'DEGREES WEST FROM THE INTERSECTION OF THE ROAD AND RAILROAD GRADE.
 SG0068
 SG0068                          STATION RECOVERY (2007)
 SG0068
 SG0068'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 SG0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0002 ***********************************************************************
 SG0002  DESIGNATION -  F 66
 SG0002  PID         -  SG0002
 SG0002  STATE/COUNTY-  MI/KEWEENAW
 SG0002  COUNTRY     -  US
 SG0002  USGS QUAD   -  LAKE MEDORA (2017)
 SG0002
 SG0002                         *CURRENT SURVEY CONTROL
 SG0002  ______________________________________________________________________
 SG0002* NAD 83(1986) POSITION- 47 26 19.53   (N) 087 57 20.81   (W)   HD_HELD1
 SG0002* NAVD 88 ORTHO HEIGHT -   315.453 (meters)     1034.95  (feet) ADJUSTED
 SG0002  ______________________________________________________________________
 SG0002  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 SG0002  DYNAMIC HEIGHT  -        315.508 (meters)     1035.13  (feet) COMP
 SG0002  MODELED GRAVITY -    980,777.6   (mgal)                       NAVD 88
 SG0002
 SG0002  VERT ORDER      -  FIRST     CLASS II
 SG0002
 SG0002.The horizontal coordinates were determined by differentially corrected
 SG0002.hand held GPS observations or other comparable positioning techniques
 SG0002.and have an estimated accuracy of +/- 3 meters.
 SG0002
 SG0002.The orthometric height was determined by differential leveling and
 SG0002.adjusted by the NATIONAL GEODETIC SURVEY
 SG0002.in June 1991.
 SG0002
 SG0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0002.GEOID18 height accuracy estimate available here.
 SG0002
 SG0002.Click photographs - Photos may exist for this station.
 SG0002
 SG0002.The dynamic height is computed by dividing the NAVD 88
 SG0002.geopotential number by the normal gravity value computed on the
 SG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0002.degrees latitude (g = 980.6199 gals.).
 SG0002
 SG0002.The modeled gravity was interpolated from observed gravity values.
 SG0002
 SG0002;                    North         East    Units  Estimated Accuracy
 SG0002;SPC MI N     -   295,593.3   7,927,898.5     MT  (+/- 3 meters HH1 GPS) 
 SG0002
 SG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2793354366(NAD 83)
 SG0002
 SG0002                          SUPERSEDED SURVEY CONTROL
 SG0002
 SG0002  NGVD 29 (??/??/92)  315.458  (m)         1034.97   (f) ADJ UNCH    1 2
 SG0002
 SG0002.Superseded values are not recommended for survey control.
 SG0002
 SG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0002.See file dsdata.pdf to determine how the superseded data were derived.
 SG0002
 SG0002_MARKER: DB = BENCH MARK DISK
 SG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0002_STAMPING: F 66 1934
 SG0002_MARK LOGO: CGS
 SG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0002+STABILITY: SURFACE MOTION
 SG0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0002+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0002
 SG0002  HISTORY     - Date     Condition        Report By
 SG0002  HISTORY     - 1934     MONUMENTED       CGS
 SG0002  HISTORY     - 19960711 MARK NOT FOUND   NGS
 SG0002
 SG0002                          STATION DESCRIPTION
 SG0002
 SG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0002'4.2 MI W FROM COPPER HARBOR.
 SG0002'4.2 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE SCHOOLHOUSE AT
 SG0002'COPPER HARBOR, KEWEENAW COUNTY, ACROSS THE HIGHWAY FROM A 3-FOOT
 SG0002'ELM TREE ALMOST DEAD AT THE TOP, AT THE EDGE OF A WOOD, AND 20
 SG0002'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SG0002'STAMPED F 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0002
 SG0002                          STATION RECOVERY (1996)
 SG0002
 SG0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0002'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0181 ***********************************************************************
 QK0181  DESIGNATION -  F 75
 QK0181  PID         -  QK0181
 QK0181  STATE/COUNTY-  MI/EMMET
 QK0181  COUNTRY     -  US
 QK0181  USGS QUAD   -  PELLSTON (2017)
 QK0181
 QK0181                         *CURRENT SURVEY CONTROL
 QK0181  ______________________________________________________________________
 QK0181* NAD 83(1986) POSITION- 45 34 10.     (N) 084 47 10.     (W)   SCALED
 QK0181* NAVD 88 ORTHO HEIGHT -   216.222 (meters)      709.39  (feet) ADJUSTED
 QK0181  ______________________________________________________________________
 QK0181  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 QK0181  DYNAMIC HEIGHT  -        216.222 (meters)      709.39  (feet) COMP
 QK0181  MODELED GRAVITY -    980,611.7   (mgal)                       NAVD 88
 QK0181
 QK0181  VERT ORDER      -  SECOND    CLASS 0
 QK0181
 QK0181.This mark is at Pellston Airport (PLN)
 QK0181
 QK0181.The horizontal coordinates were scaled from a map and have
 QK0181.an estimated accuracy of +/- 6 seconds.
 QK0181
 QK0181.The orthometric height was determined by differential leveling and
 QK0181.adjusted by the NATIONAL GEODETIC SURVEY
 QK0181.in June 1991.
 QK0181
 QK0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0181.GEOID18 height accuracy estimate available here.
 QK0181
 QK0181.Click photographs - Photos may exist for this station.
 QK0181
 QK0181.The dynamic height is computed by dividing the NAVD 88
 QK0181.geopotential number by the normal gravity value computed on the
 QK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0181.degrees latitude (g = 980.6199 gals.).
 QK0181
 QK0181.The modeled gravity was interpolated from observed gravity values.
 QK0181
 QK0181;                    North         East    Units  Estimated Accuracy
 QK0181;SPC MI C     -   250,420.    5,967,260.      MT  (+/- 180 meters Scaled)
 QK0181
 QK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR727485(NAD 83)
 QK0181
 QK0181                          SUPERSEDED SURVEY CONTROL
 QK0181
 QK0181  NGVD 29 (??/??/92)  216.247  (m)          709.47   (f) ADJ UNCH    2 0
 QK0181
 QK0181.Superseded values are not recommended for survey control.
 QK0181
 QK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0181.See file dsdata.pdf to determine how the superseded data were derived.
 QK0181
 QK0181_MARKER: DB = BENCH MARK DISK
 QK0181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0181+WITH SETTING: PAVEMENT
 QK0181_SP_SET: LIGHT BASE
 QK0181_STAMPING: F 75 1962
 QK0181_MARK LOGO: CGS
 QK0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0181+STABILITY: SURFACE MOTION
 QK0181
 QK0181  HISTORY     - Date     Condition        Report By
 QK0181  HISTORY     - 1962     MONUMENTED       CGS
 QK0181  HISTORY     - 1968     GOOD             CGS
 QK0181  HISTORY     - 1979     MARK NOT FOUND   USGS
 QK0181
 QK0181                          STATION DESCRIPTION
 QK0181
 QK0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 QK0181'1 MI N FROM PELLSTON.
 QK0181'1.0 MILE NORTH OF PELLSTON, AT THE EMMET COUNTY AIRPORT, 368 FEET
 QK0181'SW OF THE SW CORNER OF THE AIRPORT ADMINISTRATION BUILDING AND
 QK0181'74 FEET EAST OF THE CENTER OF THE OBSTRUCTION LIGHTED WINDSOCK.
 QK0181'A STANDARD DISK STANDARD DISK STAMPED F 75 1962 AND SET IN THE
 QK0181'SURFACE OF AN ABANDONED 4 X 4 FOOT CONCRETE LIGHT BASE.
 QK0181
 QK0181                          STATION RECOVERY (1979)
 QK0181
 QK0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0175 ***********************************************************************
 QK0175  DESIGNATION -  F 76
 QK0175  PID         -  QK0175
 QK0175  STATE/COUNTY-  MI/EMMET
 QK0175  COUNTRY     -  US
 QK0175  USGS QUAD   -  LEVERING (2017)
 QK0175
 QK0175                         *CURRENT SURVEY CONTROL
 QK0175  ______________________________________________________________________
 QK0175* NAD 83(1986) POSITION- 45 38 13.     (N) 084 47 22.     (W)   SCALED
 QK0175* NAVD 88 ORTHO HEIGHT -   230.553 (meters)      756.41  (feet) ADJUSTED
 QK0175  ______________________________________________________________________
 QK0175  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 QK0175  DYNAMIC HEIGHT  -        230.552 (meters)      756.40  (feet) COMP
 QK0175  MODELED GRAVITY -    980,609.5   (mgal)                       NAVD 88
 QK0175
 QK0175  VERT ORDER      -  SECOND    CLASS 0
 QK0175
 QK0175.The horizontal coordinates were scaled from a map and have
 QK0175.an estimated accuracy of +/- 6 seconds.
 QK0175
 QK0175.The orthometric height was determined by differential leveling and
 QK0175.adjusted by the NATIONAL GEODETIC SURVEY
 QK0175.in June 1991.
 QK0175
 QK0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0175.GEOID18 height accuracy estimate available here.
 QK0175
 QK0175.Click photographs - Photos may exist for this station.
 QK0175
 QK0175.The dynamic height is computed by dividing the NAVD 88
 QK0175.geopotential number by the normal gravity value computed on the
 QK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0175.degrees latitude (g = 980.6199 gals.).
 QK0175
 QK0175.The modeled gravity was interpolated from observed gravity values.
 QK0175
 QK0175;                    North         East    Units  Estimated Accuracy
 QK0175;SPC MI C     -   257,920.    5,967,040.      MT  (+/- 180 meters Scaled)
 QK0175
 QK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR722560(NAD 83)
 QK0175
 QK0175                          SUPERSEDED SURVEY CONTROL
 QK0175
 QK0175  NGVD 29 (??/??/92)  230.562  (m)          756.44   (f) ADJ UNCH    2 0
 QK0175
 QK0175.Superseded values are not recommended for survey control.
 QK0175
 QK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0175.See file dsdata.pdf to determine how the superseded data were derived.
 QK0175
 QK0175_MARKER: DB = BENCH MARK DISK
 QK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0175_STAMPING: F 76 1934
 QK0175_MARK LOGO: CGS
 QK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0175+STABILITY: SURFACE MOTION
 QK0175
 QK0175  HISTORY     - Date     Condition        Report By
 QK0175  HISTORY     - 1934     MONUMENTED       CGS
 QK0175  HISTORY     - 1954     GOOD             CGS
 QK0175  HISTORY     - 20230802 MARK NOT FOUND   MIDT
 QK0175
 QK0175                          STATION DESCRIPTION
 QK0175
 QK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0175'AT LEVERING.
 QK0175'AT LEVERING, EMMET COUNTY, ON THE PENNSYLVANIA RAILROAD, 18 YARDS
 QK0175'SOUTH OF A SWITCH IN FRONT OF THE STATION, 18 YARDS SOUTHEAST
 QK0175'OF THE STATION SEMAPHORE, 0.6 MILE SOUTH OF MILEPOST 449, 9
 QK0175'YARDS EAST OF THE EAST RAIL, AND 1 YARD SOUTHWEST OF A TELEPHONE
 QK0175'POLE.  A STANDARD DISK, STAMPED F 76 1934 AND SET IN THE TOP
 QK0175'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 QK0175
 QK0175                          STATION RECOVERY (1954)
 QK0175
 QK0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 QK0175'RECOVERED IN GOOD CONDITION.
 QK0175
 QK0175                          STATION RECOVERY (2023)
 QK0175
 QK0175'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0175'ASSUMED DESTROYED WHEN RAILROAD STATION WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0313 ***********************************************************************
 QK0313  DESIGNATION -  F 77
 QK0313  PID         -  QK0313
 QK0313  STATE/COUNTY-  MI/CHARLEVOIX
 QK0313  COUNTRY     -  US
 QK0313  USGS QUAD   -  ATWOOD (2017)
 QK0313
 QK0313                         *CURRENT SURVEY CONTROL
 QK0313  ______________________________________________________________________
 QK0313* NAD 83(1986) POSITION- 45 13 14.     (N) 085 15 14.     (W)   SCALED
 QK0313* NAVD 88 ORTHO HEIGHT -   222.847 (meters)      731.12  (feet) ADJUSTED
 QK0313  ______________________________________________________________________
 QK0313  GEOID HEIGHT    -        -34.947 (meters)                     GEOID18
 QK0313  DYNAMIC HEIGHT  -        222.839 (meters)      731.10  (feet) COMP
 QK0313  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 QK0313
 QK0313  VERT ORDER      -  SECOND    CLASS 0
 QK0313
 QK0313.The horizontal coordinates were scaled from a map and have
 QK0313.an estimated accuracy of +/- 6 seconds.
 QK0313
 QK0313.The orthometric height was determined by differential leveling and
 QK0313.adjusted by the NATIONAL GEODETIC SURVEY
 QK0313.in June 1991.
 QK0313
 QK0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0313.GEOID18 height accuracy estimate available here.
 QK0313
 QK0313.Click photographs - Photos may exist for this station.
 QK0313
 QK0313.The dynamic height is computed by dividing the NAVD 88
 QK0313.geopotential number by the normal gravity value computed on the
 QK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0313.degrees latitude (g = 980.6199 gals.).
 QK0313
 QK0313.The modeled gravity was interpolated from observed gravity values.
 QK0313
 QK0313;                    North         East    Units  Estimated Accuracy
 QK0313;SPC MI C     -   211,940.    5,930,320.      MT  (+/- 180 meters Scaled)
 QK0313
 QK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR370089(NAD 83)
 QK0313
 QK0313                          SUPERSEDED SURVEY CONTROL
 QK0313
 QK0313  NGVD 29 (??/??/92)  222.93   (m)          731.4    (f) COMPUTED    2 0
 QK0313
 QK0313.Superseded values are not recommended for survey control.
 QK0313
 QK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0313.See file dsdata.pdf to determine how the superseded data were derived.
 QK0313
 QK0313_MARKER: DB = BENCH MARK DISK
 QK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0313_STAMPING: F 77 1934
 QK0313_MARK LOGO: CGS
 QK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0313+STABILITY: SURFACE MOTION
 QK0313
 QK0313  HISTORY     - Date     Condition        Report By
 QK0313  HISTORY     - 1934     MONUMENTED       CGS
 QK0313  HISTORY     - 1951     MARK NOT FOUND   CGS
 QK0313  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0313
 QK0313                          STATION DESCRIPTION
 QK0313
 QK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QK0313'7 MI S FROM CHARLEVOIX.
 QK0313'ABOUT 7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 QK0313'THE STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.5 MILE NORTH
 QK0313'OF MILEPOST GR 202, 60 YARDS NORTHEAST OF THE BRICK HOME OF
 QK0313'C.H. STEVENS IN 1934, AT A ROAD CROSSING, 6 YARDS WEST OF THE
 QK0313'WEST RAIL, 4-1/2 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND
 QK0313'20 INCHES NORTHEAST OF A CROSSING SIGN.  A STANDARD DISK STAMPED
 QK0313'F 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 QK0313'INCHES ABOVE GROUND.
 QK0313
 QK0313                          STATION RECOVERY (1981)
 QK0313
 QK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0188 ***********************************************************************
 PL0188  DESIGNATION -  F 78
 PL0188  PID         -  PL0188
 PL0188  STATE/COUNTY-  MI/KALKASKA
 PL0188  COUNTRY     -  US
 PL0188  USGS QUAD   -  KALKASKA (2017)
 PL0188
 PL0188                         *CURRENT SURVEY CONTROL
 PL0188  ______________________________________________________________________
 PL0188* NAD 83(1986) POSITION- 44 42 36.     (N) 085 10 30.     (W)   SCALED
 PL0188* NAVD 88 ORTHO HEIGHT -   322.576 (meters)     1058.32  (feet) ADJUSTED
 PL0188  ______________________________________________________________________
 PL0188  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 PL0188  DYNAMIC HEIGHT  -        322.547 (meters)     1058.22  (feet) COMP
 PL0188  MODELED GRAVITY -    980,519.2   (mgal)                       NAVD 88
 PL0188
 PL0188  VERT ORDER      -  SECOND    CLASS 0
 PL0188
 PL0188.The horizontal coordinates were scaled from a map and have
 PL0188.an estimated accuracy of +/- 6 seconds.
 PL0188
 PL0188.The orthometric height was determined by differential leveling and
 PL0188.adjusted by the NATIONAL GEODETIC SURVEY
 PL0188.in June 1991.
 PL0188
 PL0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0188.GEOID18 height accuracy estimate available here.
 PL0188
 PL0188.Click photographs - Photos may exist for this station.
 PL0188
 PL0188.The dynamic height is computed by dividing the NAVD 88
 PL0188.geopotential number by the normal gravity value computed on the
 PL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0188.degrees latitude (g = 980.6199 gals.).
 PL0188
 PL0188.The modeled gravity was interpolated from observed gravity values.
 PL0188
 PL0188;                    North         East    Units  Estimated Accuracy
 PL0188;SPC MI C     -   155,150.    5,935,950.      MT  (+/- 180 meters Scaled)
 PL0188
 PL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ445523(NAD 83)
 PL0188
 PL0188                          SUPERSEDED SURVEY CONTROL
 PL0188
 PL0188  NGVD 29 (??/??/92)  322.669  (m)         1058.62   (f) ADJ UNCH    2 0
 PL0188
 PL0188.Superseded values are not recommended for survey control.
 PL0188
 PL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0188.See file dsdata.pdf to determine how the superseded data were derived.
 PL0188
 PL0188_MARKER: DB = BENCH MARK DISK
 PL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0188_STAMPING: F 78 1934
 PL0188_MARK LOGO: CGS
 PL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0188+STABILITY: SURFACE MOTION
 PL0188
 PL0188  HISTORY     - Date     Condition        Report By
 PL0188  HISTORY     - 1934     MONUMENTED       CGS
 PL0188  HISTORY     - 1954     MARK NOT FOUND   CGS
 PL0188  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0188  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0188  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0188  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0188
 PL0188                          STATION DESCRIPTION
 PL0188
 PL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PL0188'1.6 MI S FROM KALKASKA.
 PL0188'1.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0188'COUNTY, 0.4 MILE NORTH OF THE LARGE WHITE HOME AND RED BARN OF
 PL0188'C.P. ECKHARDT ON THE SOUTH SIDE OF FAILING CREEK, 60 YARDS WEST
 PL0188'OF A SMALL FARMHOUSE, 4 YARDS SOUTH OF A ROAD LEADING TO THE
 PL0188'HOUSE, 14 YARDS NORTH OF A TELEPHONE POLE, AND 11 YARDS EAST OF
 PL0188'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 78
 PL0188'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PL0188'ABOVE GROUND.  NOTE-- THERE IS A 5 FOOT CUT IN THE HIGHWAY AT
 PL0188'THE SITE OF THE BENCH MARK.
 PL0188
 PL0188                          STATION RECOVERY (1983)
 PL0188
 PL0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (1992)
 PL0188
 PL0188'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (1997)
 PL0188
 PL0188'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (2001)
 PL0188
 PL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0188'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0157 ***********************************************************************
 QK0157  DESIGNATION -  F 79
 QK0157  PID         -  QK0157
 QK0157  STATE/COUNTY-  MI/OTSEGO
 QK0157  COUNTRY     -  US
 QK0157  USGS QUAD   -  GAYLORD (2017)
 QK0157
 QK0157                         *CURRENT SURVEY CONTROL
 QK0157  ______________________________________________________________________
 QK0157* NAD 83(1986) POSITION- 45 01 26.     (N) 084 40 15.     (W)   SCALED
 QK0157* NAVD 88 ORTHO HEIGHT -   409.294 (meters)     1342.83  (feet) ADJUSTED
 QK0157  ______________________________________________________________________
 QK0157  GEOID HEIGHT    -        -34.945 (meters)                     GEOID18
 QK0157  DYNAMIC HEIGHT  -        409.249 (meters)     1342.68  (feet) COMP
 QK0157  MODELED GRAVITY -    980,496.0   (mgal)                       NAVD 88
 QK0157
 QK0157  VERT ORDER      -  SECOND    CLASS 0
 QK0157
 QK0157.The horizontal coordinates were scaled from a map and have
 QK0157.an estimated accuracy of +/- 6 seconds.
 QK0157
 QK0157.The orthometric height was determined by differential leveling and
 QK0157.adjusted by the NATIONAL GEODETIC SURVEY
 QK0157.in June 1991.
 QK0157
 QK0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0157.GEOID18 height accuracy estimate available here.
 QK0157
 QK0157.Click photographs - Photos may exist for this station.
 QK0157
 QK0157.The dynamic height is computed by dividing the NAVD 88
 QK0157.geopotential number by the normal gravity value computed on the
 QK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0157.degrees latitude (g = 980.6199 gals.).
 QK0157
 QK0157.The modeled gravity was interpolated from observed gravity values.
 QK0157
 QK0157;                    North         East    Units  Estimated Accuracy
 QK0157;SPC MI C     -   189,750.    5,976,030.      MT  (+/- 180 meters Scaled)
 QK0157
 QK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ834882(NAD 83)
 QK0157
 QK0157                          SUPERSEDED SURVEY CONTROL
 QK0157
 QK0157  NGVD 29 (??/??/92)  409.387  (m)         1343.13   (f) ADJ UNCH    2 0
 QK0157
 QK0157.Superseded values are not recommended for survey control.
 QK0157
 QK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0157.See file dsdata.pdf to determine how the superseded data were derived.
 QK0157
 QK0157_MARKER: DB = BENCH MARK DISK
 QK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0157_STAMPING: F 79 1934
 QK0157_MARK LOGO: CGS
 QK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0157+STABILITY: SURFACE MOTION
 QK0157
 QK0157  HISTORY     - Date     Condition        Report By
 QK0157  HISTORY     - 1934     MONUMENTED       CGS
 QK0157  HISTORY     - 1953     MARK NOT FOUND   CGS
 QK0157  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0157  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0157
 QK0157                          STATION DESCRIPTION
 QK0157
 QK0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QK0157'AT GAYLORD.
 QK0157'AT GAYLORD, OTSEGO COUNTY, ON THE ABANDONED BOYNE CITY RAILROAD,
 QK0157'220 YARDS WEST OF THE GULF REFINING CO. PLANT, 155 YARDS EAST OF
 QK0157'CENTER STREET, 10 FEET SOUTH OF THE CENTERLINE OF THE OLD
 QK0157'ROADBED, AND 33 FEET SOUTH OF THE CENTERLINE OF A CINDER ROAD.
 QK0157'A STANDARD DISK, STAMPED F 79 1934 AND SET IN THE TOP OF A
 QK0157'CONCRETE POST.
 QK0157
 QK0157                          STATION RECOVERY (1996)
 QK0157
 QK0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0157'MARK NOT FOUND.
 QK0157
 QK0157                          STATION RECOVERY (2003)
 QK0157
 QK0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0157'THE GPS COORDINATES FOR THIS PID ARE IN THE CENTER OF THE BACKYARD OF
 QK0157'A HOUSE AT THE CORNER OF OAK AND 4TH STREET.  NO EVIDENCE OF AN
 QK0157'ABANDONED RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0031 ***********************************************************************
 QJ0031  DESIGNATION -  F 80
 QJ0031  PID         -  QJ0031
 QJ0031  STATE/COUNTY-  MI/ALPENA
 QJ0031  COUNTRY     -  US
 QJ0031  USGS QUAD   -  LACHINE (2017)
 QJ0031
 QJ0031                         *CURRENT SURVEY CONTROL
 QJ0031  ______________________________________________________________________
 QJ0031* NAD 83(1986) POSITION- 45 01 51.83   (N) 083 44 53.61   (W)   HD_HELD1
 QJ0031* NAVD 88 ORTHO HEIGHT -   233.379 (meters)      765.68  (feet) ADJUSTED
 QJ0031  ______________________________________________________________________
 QJ0031  GEOID HEIGHT    -        -36.223 (meters)                     GEOID18
 QJ0031  DYNAMIC HEIGHT  -        233.359 (meters)      765.61  (feet) COMP
 QJ0031  MODELED GRAVITY -    980,526.4   (mgal)                       NAVD 88
 QJ0031
 QJ0031  VERT ORDER      -  SECOND    CLASS 0
 QJ0031
 QJ0031.The horizontal coordinates were determined by differentially corrected
 QJ0031.hand held GPS observations or other comparable positioning techniques
 QJ0031.and have an estimated accuracy of +/- 3 meters.
 QJ0031
 QJ0031.The orthometric height was determined by differential leveling and
 QJ0031.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0031.in June 1991.
 QJ0031
 QJ0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0031.GEOID18 height accuracy estimate available here.
 QJ0031
 QJ0031.Click photographs - Photos may exist for this station.
 QJ0031
 QJ0031.The dynamic height is computed by dividing the NAVD 88
 QJ0031.geopotential number by the normal gravity value computed on the
 QJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0031.degrees latitude (g = 980.6199 gals.).
 QJ0031
 QJ0031.The modeled gravity was interpolated from observed gravity values.
 QJ0031
 QJ0031;                    North         East    Units  Estimated Accuracy
 QJ0031;SPC MI C     -   190,689.5   6,048,731.1     MT  (+/- 3 meters HH1 GPS) 
 QJ0031
 QJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8351490075(NAD 83)
 QJ0031
 QJ0031                          SUPERSEDED SURVEY CONTROL
 QJ0031
 QJ0031  NGVD 29 (??/??/92)  233.520  (m)          766.14   (f) ADJ UNCH    2 0
 QJ0031
 QJ0031.Superseded values are not recommended for survey control.
 QJ0031
 QJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0031.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0031
 QJ0031_MARKER: DB = BENCH MARK DISK
 QJ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0031_STAMPING: F 80 1934
 QJ0031_MARK LOGO: CGS
 QJ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0031+STABILITY: SURFACE MOTION
 QJ0031
 QJ0031  HISTORY     - Date     Condition        Report By
 QJ0031  HISTORY     - 1934     MONUMENTED       CGS
 QJ0031  HISTORY     - 1953     GOOD             CGS
 QJ0031  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0031
 QJ0031                          STATION DESCRIPTION
 QJ0031
 QJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QJ0031'1.5 MI N FROM FLANDERS.
 QJ0031'2 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO SPRATT FROM
 QJ0031'FLANDERS, ALPENA COUNTY, 1.5 MILES NORTH OF THE POST OFFICE
 QJ0031'AT SPRATT, AT A ROAD INTERSECTION, 65 FEET SOUTH OF THE
 QJ0031'CENTERLINE OF THE THUNDER BAY RIVER DAM ROAD, 35 FEET WEST OF
 QJ0031'THE CENTERLINE OF THE FLANDERS-SPRATT ROAD, AND 18 INCHES LOWER
 QJ0031'THAN THE GRAVEL ROAD.  A STANDARD DISK, STAMPED F 80 1934 AND
 QJ0031'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 QJ0031'MAY 1950 THAT THIS BENCH MARK IS WITHIN THE PROPERTY CONFINES
 QJ0031'OF A SMALL GROCERY STORE AND GAS STATION.  THE OWNER HAS COVERED
 QJ0031'THE MARK WITH A STONE BORDER FROM THE OUTSIDE OF THE DRIVEWAY
 QJ0031'TO THE GAS PUMPS IN ORDER TO PROTECT IT FROM DESTRUCTION BY
 QJ0031'TRACTORS AND TRUCKS.
 QJ0031
 QJ0031                          STATION RECOVERY (1999)
 QJ0031
 QJ0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0037 ***********************************************************************
 PL0037  DESIGNATION -  F 81
 PL0037  PID         -  PL0037
 PL0037  STATE/COUNTY-  MI/OSCODA
 PL0037  COUNTRY     -  US
 PL0037  USGS QUAD   -  ISLAND LAKE (2017)
 PL0037
 PL0037                         *CURRENT SURVEY CONTROL
 PL0037  ______________________________________________________________________
 PL0037* NAD 83(1986) POSITION- 44 31 43.     (N) 084 07 42.     (W)   SCALED
 PL0037* NAVD 88 ORTHO HEIGHT -   384.790 (meters)     1262.43  (feet) ADJUSTED
 PL0037  ______________________________________________________________________
 PL0037  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 PL0037  DYNAMIC HEIGHT  -        384.731 (meters)     1262.24  (feet) COMP
 PL0037  MODELED GRAVITY -    980,454.9   (mgal)                       NAVD 88
 PL0037
 PL0037  VERT ORDER      -  SECOND    CLASS 0
 PL0037
 PL0037.The horizontal coordinates were scaled from a map and have
 PL0037.an estimated accuracy of +/- 6 seconds.
 PL0037
 PL0037.The orthometric height was determined by differential leveling and
 PL0037.adjusted by the NATIONAL GEODETIC SURVEY
 PL0037.in June 1991.
 PL0037
 PL0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0037.GEOID18 height accuracy estimate available here.
 PL0037
 PL0037.Click photographs - Photos may exist for this station.
 PL0037
 PL0037.The dynamic height is computed by dividing the NAVD 88
 PL0037.geopotential number by the normal gravity value computed on the
 PL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0037.degrees latitude (g = 980.6199 gals.).
 PL0037
 PL0037.The modeled gravity was interpolated from observed gravity values.
 PL0037
 PL0037;                    North         East    Units  Estimated Accuracy
 PL0037;SPC MI C     -   134,700.    6,018,940.      MT  (+/- 180 meters Scaled)
 PL0037
 PL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ281345(NAD 83)
 PL0037
 PL0037                          SUPERSEDED SURVEY CONTROL
 PL0037
 PL0037  NGVD 29 (??/??/92)  384.92   (m)         1262.9    (f) COMPUTED    2 0
 PL0037
 PL0037.Superseded values are not recommended for survey control.
 PL0037
 PL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0037.See file dsdata.pdf to determine how the superseded data were derived.
 PL0037
 PL0037_MARKER: DB = BENCH MARK DISK
 PL0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0037_SP_SET: CULVERT HEADWALL
 PL0037_STAMPING: F 81 1934
 PL0037_MARK LOGO: CGS
 PL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0037+STABILITY: SURFACE MOTION
 PL0037
 PL0037  HISTORY     - Date     Condition        Report By
 PL0037  HISTORY     - 1934     MONUMENTED       CGS
 PL0037  HISTORY     - 20011205 GOOD             NGS
 PL0037
 PL0037                          STATION DESCRIPTION
 PL0037
 PL0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0037'8.3 MI S FROM MIO.
 PL0037'8.3 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0037'MIO, OSCODA COUNTY, AT THE NORTH EDGE OF A SMALL CLEARING, 89
 PL0037'YARDS SOUTH OF A 4-BY 4-FOOT CONCRETE CULVERT, 32 FEET WEST OF THE
 PL0037'CENTERLINE OF THE HIGHWAY, 74 FEET WEST OF A 2-FOOT PINE TREE
 PL0037'EAST OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 PL0037
 PL0037                          STATION RECOVERY (2001)
 PL0037
 PL0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0089 ***********************************************************************
 PK0089  DESIGNATION -  F 82
 PK0089  PID         -  PK0089
 PK0089  STATE/COUNTY-  MI/IOSCO
 PK0089  COUNTRY     -  US
 PK0089  USGS QUAD   -  NATIONAL CITY (2017)
 PK0089
 PK0089                         *CURRENT SURVEY CONTROL
 PK0089  ______________________________________________________________________
 PK0089* NAD 83(1986) POSITION- 44 14 02.     (N) 083 44 38.     (W)   SCALED
 PK0089* NAVD 88 ORTHO HEIGHT -   206.565 (meters)      677.71  (feet) ADJUSTED
 PK0089  ______________________________________________________________________
 PK0089  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 PK0089  DYNAMIC HEIGHT  -        206.535 (meters)      677.61  (feet) COMP
 PK0089  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 PK0089
 PK0089  VERT ORDER      -  FIRST     CLASS II
 PK0089
 PK0089.The horizontal coordinates were scaled from a map and have
 PK0089.an estimated accuracy of +/- 6 seconds.
 PK0089
 PK0089.The orthometric height was determined by differential leveling and
 PK0089.adjusted by the NATIONAL GEODETIC SURVEY
 PK0089.in June 1991.
 PK0089
 PK0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0089.GEOID18 height accuracy estimate available here.
 PK0089
 PK0089.Click photographs - Photos may exist for this station.
 PK0089
 PK0089.The dynamic height is computed by dividing the NAVD 88
 PK0089.geopotential number by the normal gravity value computed on the
 PK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0089.degrees latitude (g = 980.6199 gals.).
 PK0089
 PK0089.The modeled gravity was interpolated from observed gravity values.
 PK0089
 PK0089;                    North         East    Units  Estimated Accuracy
 PK0089;SPC MI C     -   102,120.    6,049,750.      MT  (+/- 180 meters Scaled)
 PK0089
 PK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK808015(NAD 83)
 PK0089
 PK0089                          SUPERSEDED SURVEY CONTROL
 PK0089
 PK0089  NGVD 29 (??/??/92)  206.758  (m)          678.34   (f) ADJ UNCH    1 2
 PK0089
 PK0089.Superseded values are not recommended for survey control.
 PK0089
 PK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0089.See file dsdata.pdf to determine how the superseded data were derived.
 PK0089
 PK0089_MARKER: DB = BENCH MARK DISK
 PK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0089_STAMPING: F 82 1934
 PK0089_MARK LOGO: CGS
 PK0089_PROJECTION: PROJECTING 2 CENTIMETERS
 PK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0089+STABILITY: SURFACE MOTION
 PK0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0089+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0089
 PK0089  HISTORY     - Date     Condition        Report By
 PK0089  HISTORY     - 1934     MONUMENTED       CGS
 PK0089  HISTORY     - 1983     GOOD             NGS
 PK0089  HISTORY     - 20060114 GOOD             USPSQD
 PK0089
 PK0089                          STATION DESCRIPTION
 PK0089
 PK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0089'1.3 MI W FROM NATIONAL CITY.
 PK0089'1.3 MILES WEST ALONG THE COUNTY ROAD LEADING TO WHITTEMORE FROM
 PK0089'THE POST OFFICE AT NATIONAL CITY, IOSCO COUNTY, 194 YARDS WEST
 PK0089'OF A CONCRETE CULVERT, 7 FEET SOUTHWEST OF POLE 37, 78 FEET
 PK0089'NORTH OF THE NORTH RAIL OF THE DETROIT AND MACKINAC RAILWAY,
 PK0089'31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29 FEET NORTH OF
 PK0089'A WIRE FENCE, AND 3 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 PK0089'DISK, STAMPED F 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0089
 PK0089                          STATION RECOVERY (1983)
 PK0089
 PK0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0089'RECOVERED THIS DATE.  NOTE, ADD ACROSS HIGHWAY (WHITTEMORE ROAD) AND
 PK0089'SOUTH OF A HIGHWAY BUMP SIGN.
 PK0089'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 PK0089'THE MARK IS 0.30 M ABOVE HIGHWAY.
 PK0089
 PK0089                          STATION RECOVERY (2006)
 PK0089
 PK0089'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0002 ***********************************************************************
 PL0002  DESIGNATION -  F 83
 PL0002  PID         -  PL0002
 PL0002  STATE/COUNTY-  MI/OSCODA
 PL0002  COUNTRY     -  US
 PL0002  USGS QUAD   -  MIO (2017)
 PL0002
 PL0002                         *CURRENT SURVEY CONTROL
 PL0002  ______________________________________________________________________
 PL0002* NAD 83(1986) POSITION- 44 38 42.     (N) 084 09 42.     (W)   SCALED
 PL0002* NAVD 88 ORTHO HEIGHT -   313.582 (meters)     1028.81  (feet) ADJUSTED
 PL0002  ______________________________________________________________________
 PL0002  GEOID HEIGHT    -        -35.058 (meters)                     GEOID18
 PL0002  DYNAMIC HEIGHT  -        313.543 (meters)     1028.68  (feet) COMP
 PL0002  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 PL0002
 PL0002  VERT ORDER      -  SECOND    CLASS 0
 PL0002
 PL0002.The horizontal coordinates were scaled from a map and have
 PL0002.an estimated accuracy of +/- 6 seconds.
 PL0002
 PL0002.The orthometric height was determined by differential leveling and
 PL0002.adjusted by the NATIONAL GEODETIC SURVEY
 PL0002.in June 1991.
 PL0002
 PL0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0002.GEOID18 height accuracy estimate available here.
 PL0002
 PL0002.Click photographs - Photos may exist for this station.
 PL0002
 PL0002.The dynamic height is computed by dividing the NAVD 88
 PL0002.geopotential number by the normal gravity value computed on the
 PL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0002.degrees latitude (g = 980.6199 gals.).
 PL0002
 PL0002.The modeled gravity was interpolated from observed gravity values.
 PL0002
 PL0002;                    North         East    Units  Estimated Accuracy
 PL0002;SPC MI C     -   147,630.    6,016,260.      MT  (+/- 180 meters Scaled)
 PL0002
 PL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ250474(NAD 83)
 PL0002
 PL0002                          SUPERSEDED SURVEY CONTROL
 PL0002
 PL0002  NGVD 29 (??/??/92)  313.716  (m)         1029.25   (f) ADJ UNCH    2 0
 PL0002
 PL0002.Superseded values are not recommended for survey control.
 PL0002
 PL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0002.See file dsdata.pdf to determine how the superseded data were derived.
 PL0002
 PL0002_MARKER: DB = BENCH MARK DISK
 PL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0002_STAMPING: F 83 1934
 PL0002_MARK LOGO: CGS
 PL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0002+STABILITY: SURFACE MOTION
 PL0002
 PL0002  HISTORY     - Date     Condition        Report By
 PL0002  HISTORY     - 1934     MONUMENTED       CGS
 PL0002  HISTORY     - 20011205 POOR             NGS
 PL0002
 PL0002                          STATION DESCRIPTION
 PL0002
 PL0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0002'1.9 MI W FROM MIO.
 PL0002'1.9 MILES WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PL0002'MIO, OSCODA COUNTY, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 PL0002'RESIDENCE OF C.N. SMITH, 33 FEET WEST OF THE CENTERLINE OF A
 PL0002'PRIVATE DRIVEWAY, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0002'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 83 1934
 PL0002'AND SET IN THE TOP OF A CONCRETE POST.
 PL0002
 PL0002                          STATION RECOVERY (2001)
 PL0002
 PL0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0002'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0037 ***********************************************************************
 OK0037  DESIGNATION -  F 84
 OK0037  PID         -  OK0037
 OK0037  STATE/COUNTY-  MI/BAY
 OK0037  COUNTRY     -  US
 OK0037  USGS QUAD   -  CRUMP (2017)
 OK0037
 OK0037                         *CURRENT SURVEY CONTROL
 OK0037  ______________________________________________________________________
 OK0037* NAD 83(1986) POSITION- 43 52 08.     (N) 084 01 33.     (W)   SCALED
 OK0037* NAVD 88 ORTHO HEIGHT -   192.087 (meters)      630.21  (feet) ADJUSTED
 OK0037  ______________________________________________________________________
 OK0037  GEOID HEIGHT    -        -34.835 (meters)                     GEOID18
 OK0037  DYNAMIC HEIGHT  -        192.053 (meters)      630.09  (feet) COMP
 OK0037  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 OK0037
 OK0037  VERT ORDER      -  SECOND    CLASS 0
 OK0037
 OK0037.The horizontal coordinates were scaled from a map and have
 OK0037.an estimated accuracy of +/- 6 seconds.
 OK0037
 OK0037.The orthometric height was determined by differential leveling and
 OK0037.adjusted by the NATIONAL GEODETIC SURVEY
 OK0037.in June 1991.
 OK0037
 OK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0037.GEOID18 height accuracy estimate available here.
 OK0037
 OK0037.Click photographs - Photos may exist for this station.
 OK0037
 OK0037.The dynamic height is computed by dividing the NAVD 88
 OK0037.geopotential number by the normal gravity value computed on the
 OK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0037.degrees latitude (g = 980.6199 gals.).
 OK0037
 OK0037.The modeled gravity was interpolated from observed gravity values.
 OK0037
 OK0037;                    North         East    Units  Estimated Accuracy
 OK0037;SPC MI S     -   263,200.    4,027,400.      MT  (+/- 180 meters Scaled)
 OK0037
 OK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP389616(NAD 83)
 OK0037
 OK0037                          SUPERSEDED SURVEY CONTROL
 OK0037
 OK0037  NGVD 29 (??/??/92)  192.272  (m)          630.81   (f) ADJ UNCH    2 0
 OK0037
 OK0037.Superseded values are not recommended for survey control.
 OK0037
 OK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0037.See file dsdata.pdf to determine how the superseded data were derived.
 OK0037
 OK0037_MARKER: DB = BENCH MARK DISK
 OK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0037_STAMPING: F 84 1934
 OK0037_MARK LOGO: CGS
 OK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0037+STABILITY: SURFACE MOTION
 OK0037
 OK0037  HISTORY     - Date     Condition        Report By
 OK0037  HISTORY     - 1934     MONUMENTED       CGS
 OK0037  HISTORY     - 1942     GOOD             CGS
 OK0037  HISTORY     - 1966     GOOD             USGS
 OK0037  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 OK0037
 OK0037                          STATION DESCRIPTION
 OK0037
 OK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0037'AT WOODVILLE.
 OK0037'AT WOODVILLE, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, AT A
 OK0037'DIRT-ROAD CROSSING, 44 FEET EAST OF THE CENTERLINE OF THE NORTH
 OK0037'AND SOUTH RAIL, 45 FEET NORTH OF THE NORTH RAIL, 15 FEET
 OK0037'SOUTHEAST OF THE NORTHEAST CORNER POST, 2 FEET SOUTH OF A WIRE
 OK0037'FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0037'STAMPED F 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0037
 OK0037                          STATION RECOVERY (1966)
 OK0037
 OK0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0037'RECOVERED IN GOOD CONDITION.
 OK0037
 OK0037                          STATION RECOVERY (1997)
 OK0037
 OK0037'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0093 ***********************************************************************
 OK0093  DESIGNATION -  F 86
 OK0093  PID         -  OK0093
 OK0093  STATE/COUNTY-  MI/SAGINAW
 OK0093  COUNTRY     -  US
 OK0093  USGS QUAD   -  SAINT CHARLES (2017)
 OK0093
 OK0093                         *CURRENT SURVEY CONTROL
 OK0093  ______________________________________________________________________
 OK0093* NAD 83(1986) POSITION- 43 21 04.     (N) 084 07 59.     (W)   SCALED
 OK0093* NAVD 88 ORTHO HEIGHT -   183.224 (meters)      601.13  (feet) ADJUSTED
 OK0093  ______________________________________________________________________
 OK0093  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 OK0093  DYNAMIC HEIGHT  -        183.187 (meters)      601.01  (feet) COMP
 OK0093  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 OK0093
 OK0093  VERT ORDER      -  SECOND    CLASS 0
 OK0093
 OK0093.The horizontal coordinates were scaled from a map and have
 OK0093.an estimated accuracy of +/- 6 seconds.
 OK0093
 OK0093.The orthometric height was determined by differential leveling and
 OK0093.adjusted by the NATIONAL GEODETIC SURVEY
 OK0093.in June 1991.
 OK0093
 OK0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0093.GEOID18 height accuracy estimate available here.
 OK0093
 OK0093.Click photographs - Photos may exist for this station.
 OK0093
 OK0093.The dynamic height is computed by dividing the NAVD 88
 OK0093.geopotential number by the normal gravity value computed on the
 OK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0093.degrees latitude (g = 980.6199 gals.).
 OK0093
 OK0093.The modeled gravity was interpolated from observed gravity values.
 OK0093
 OK0093;                    North         East    Units  Estimated Accuracy
 OK0093;SPC MI S     -   205,650.    4,018,940.      MT  (+/- 180 meters Scaled)
 OK0093
 OK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP323037(NAD 83)
 OK0093
 OK0093                          SUPERSEDED SURVEY CONTROL
 OK0093
 OK0093  NGVD 29 (??/??/92)  183.404  (m)          601.72   (f) ADJ UNCH    2 0
 OK0093
 OK0093.Superseded values are not recommended for survey control.
 OK0093
 OK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0093.See file dsdata.pdf to determine how the superseded data were derived.
 OK0093
 OK0093_MARKER: DB = BENCH MARK DISK
 OK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0093_STAMPING: F 86 1934
 OK0093_MARK LOGO: CGS
 OK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0093+STABILITY: SURFACE MOTION
 OK0093
 OK0093  HISTORY     - Date     Condition        Report By
 OK0093  HISTORY     - 1934     MONUMENTED       CGS
 OK0093  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0093  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0093  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0093
 OK0093                          STATION DESCRIPTION
 OK0093
 OK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0093'4 MI N FROM ST CHARLES.
 OK0093'4 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0093'STATION AT SAINT CHARLES, SAGINAW COUNTY, AT GARFIELD, 56 YARDS
 OK0093'SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE SWITCH TO A SIDING,
 OK0093'35.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND LEVEL
 OK0093'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 86 1934
 OK0093'AND SET IN THE TOP OF A CONCRETE POST.
 OK0093
 OK0093                          STATION RECOVERY (1994)
 OK0093
 OK0093'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0093'MARK NOT FOUND.
 OK0093
 OK0093                          STATION RECOVERY (2001)
 OK0093
 OK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0093
 OK0093                          STATION RECOVERY (2001)
 OK0093
 OK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0093'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0295 ***********************************************************************
 PL0295  DESIGNATION -  F 88
 PL0295  PID         -  PL0295
 PL0295  STATE/COUNTY-  MI/LEELANAU
 PL0295  COUNTRY     -  US
 PL0295  USGS QUAD   -  GOOD HARBOR BAY (2017)
 PL0295
 PL0295                         *CURRENT SURVEY CONTROL
 PL0295  ______________________________________________________________________
 PL0295* NAD 83(1986) POSITION- 44 57 48.     (N) 085 47 35.     (W)   SCALED
 PL0295* NAVD 88 ORTHO HEIGHT -   188.928 (meters)      619.84  (feet) ADJUSTED
 PL0295  ______________________________________________________________________
 PL0295  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 PL0295  DYNAMIC HEIGHT  -        188.914 (meters)      619.80  (feet) COMP
 PL0295  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 PL0295
 PL0295  VERT ORDER      -  SECOND    CLASS 0
 PL0295
 PL0295.The horizontal coordinates were scaled from a map and have
 PL0295.an estimated accuracy of +/- 6 seconds.
 PL0295
 PL0295.The orthometric height was determined by differential leveling and
 PL0295.adjusted by the NATIONAL GEODETIC SURVEY
 PL0295.in June 1991.
 PL0295
 PL0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0295.GEOID18 height accuracy estimate available here.
 PL0295
 PL0295.Click photographs - Photos may exist for this station.
 PL0295
 PL0295.The dynamic height is computed by dividing the NAVD 88
 PL0295.geopotential number by the normal gravity value computed on the
 PL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0295.degrees latitude (g = 980.6199 gals.).
 PL0295
 PL0295.The modeled gravity was interpolated from observed gravity values.
 PL0295
 PL0295;                    North         East    Units  Estimated Accuracy
 PL0295;SPC MI C     -   183,970.    5,887,480.      MT  (+/- 180 meters Scaled)
 PL0295
 PL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ951795(NAD 83)
 PL0295
 PL0295                          SUPERSEDED SURVEY CONTROL
 PL0295
 PL0295  NGVD 29 (??/??/92)  189.031  (m)          620.18   (f) ADJ UNCH    2 0
 PL0295
 PL0295.Superseded values are not recommended for survey control.
 PL0295
 PL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0295.See file dsdata.pdf to determine how the superseded data were derived.
 PL0295
 PL0295_MARKER: DB = BENCH MARK DISK
 PL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0295_STAMPING: F 88 1934
 PL0295_MARK LOGO: CGS
 PL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0295+STABILITY: SURFACE MOTION
 PL0295
 PL0295  HISTORY     - Date     Condition        Report By
 PL0295  HISTORY     - 1934     MONUMENTED       CGS
 PL0295
 PL0295                          STATION DESCRIPTION
 PL0295
 PL0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0295'4.5 MI S FROM LELAND.
 PL0295'4.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM LELAND, 2.4 MILES
 PL0295'SOUTH OF THE JUNCTION OF COUNTY HIGHWAY 620, 170 YARDS NORTHEAST
 PL0295'OF THE ENTRANCE TO THE ROAD LEADING TO A STONE DWELLING, AT THE
 PL0295'EDGE OF A FOREST, AT THE SOUTHWEST END OF A FILL, 9 YARDS
 PL0295'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 YARDS WEST
 PL0295'OF A LARGE PINE TREE.  A STANDARD DISK, STAMPED F 88 1934 AND
 PL0295'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PL0295'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0020 ***********************************************************************
 PM0020  DESIGNATION -  F 89
 PM0020  PID         -  PM0020
 PM0020  STATE/COUNTY-  MI/BENZIE
 PM0020  COUNTRY     -  US
 PM0020  USGS QUAD   -  ELBERTA (2017)
 PM0020
 PM0020                         *CURRENT SURVEY CONTROL
 PM0020  ______________________________________________________________________
 PM0020* NAD 83(1986) POSITION- 44 36 58.     (N) 086 11 02.     (W)   SCALED
 PM0020* NAVD 88 ORTHO HEIGHT -   182.541 (meters)      598.89  (feet) ADJUSTED
 PM0020  ______________________________________________________________________
 PM0020  GEOID HEIGHT    -        -35.487 (meters)                     GEOID18
 PM0020  DYNAMIC HEIGHT  -        182.524 (meters)      598.83  (feet) COMP
 PM0020  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 PM0020
 PM0020  VERT ORDER      -  SECOND    CLASS 0
 PM0020
 PM0020.The horizontal coordinates were scaled from a map and have
 PM0020.an estimated accuracy of +/- 6 seconds.
 PM0020
 PM0020.The orthometric height was determined by differential leveling and
 PM0020.adjusted by the NATIONAL GEODETIC SURVEY
 PM0020.in June 1991.
 PM0020
 PM0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0020.GEOID18 height accuracy estimate available here.
 PM0020
 PM0020.Click photographs - Photos may exist for this station.
 PM0020
 PM0020.The dynamic height is computed by dividing the NAVD 88
 PM0020.geopotential number by the normal gravity value computed on the
 PM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0020.degrees latitude (g = 980.6199 gals.).
 PM0020
 PM0020.The modeled gravity was interpolated from observed gravity values.
 PM0020
 PM0020;                    North         East    Units  Estimated Accuracy
 PM0020;SPC MI C     -   146,010.    5,855,790.      MT  (+/- 180 meters Scaled)
 PM0020
 PM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ647406(NAD 83)
 PM0020
 PM0020                          SUPERSEDED SURVEY CONTROL
 PM0020
 PM0020  NGVD 29 (??/??/92)  182.646  (m)          599.23   (f) ADJ UNCH    2 0
 PM0020
 PM0020.Superseded values are not recommended for survey control.
 PM0020
 PM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0020.See file dsdata.pdf to determine how the superseded data were derived.
 PM0020
 PM0020_MARKER: DB = BENCH MARK DISK
 PM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0020_STAMPING: F 89 1934
 PM0020_MARK LOGO: CGS
 PM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0020+STABILITY: SURFACE MOTION
 PM0020
 PM0020  HISTORY     - Date     Condition        Report By
 PM0020  HISTORY     - 1934     MONUMENTED       CGS
 PM0020  HISTORY     - 1979     MARK NOT FOUND   USGS
 PM0020  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PM0020  HISTORY     - 20131022 MARK NOT FOUND   ADVGEO
 PM0020
 PM0020                          STATION DESCRIPTION
 PM0020
 PM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0020'3.6 MI E FROM FRANKFORT.
 PM0020'3.6 MILES EAST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 PM0020'AT FRANKFORT, BENZIE COUNTY, 60 YARDS SOUTHEAST OF THE HOME
 PM0020'OF M.J. WOODWARD IN 1934, 19 YARDS SOUTHEAST OF THE ENTRANCE TO
 PM0020'THE DRIVEWAY, 15 YARDS NORTH OF THE NORTH RAIL, 9 YARDS SOUTH
 PM0020'OF THE CENTERLINE OF COUNTY HIGHWAY 608, AND 1 YARDS WEST OF A
 PM0020'POWER-LINE POLE.  A STANDARD DISK, STAMPED F 89 1934 AND SET IN
 PM0020'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PM0020
 PM0020                          STATION RECOVERY (1979)
 PM0020
 PM0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PM0020'MARK NOT FOUND.
 PM0020
 PM0020                          STATION RECOVERY (1996)
 PM0020
 PM0020'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0020'MARK NOT FOUND.
 PM0020
 PM0020                          STATION RECOVERY (2013)
 PM0020
 PM0020'RECOVERY NOTE BY ADVANCED GEOMATICS 2013 (MAF)
 PM0020'NEW POWER POLES IN LOCATION, LIKELY DISTURBED IN PROCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1364 ***********************************************************************
 MD1364  DESIGNATION -  F 9
 MD1364  PID         -  MD1364
 MD1364  STATE/COUNTY-  MI/ST JOSEPH
 MD1364  COUNTRY     -  US
 MD1364  USGS QUAD   -  CONSTANTINE (2017)
 MD1364
 MD1364                         *CURRENT SURVEY CONTROL
 MD1364  ______________________________________________________________________
 MD1364* NAD 83(1986) POSITION- 41 46 22.     (N) 085 40 55.     (W)   SCALED
 MD1364* NAVD 88 ORTHO HEIGHT -   246.055 (meters)      807.27  (feet) ADJUSTED
 MD1364  ______________________________________________________________________
 MD1364  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 MD1364  DYNAMIC HEIGHT  -        245.966 (meters)      806.97  (feet) COMP
 MD1364  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 MD1364
 MD1364  VERT ORDER      -  FIRST     CLASS II
 MD1364
 MD1364.The horizontal coordinates were scaled from a map and have
 MD1364.an estimated accuracy of +/- 6 seconds.
 MD1364
 MD1364.The orthometric height was determined by differential leveling and
 MD1364.adjusted by the NATIONAL GEODETIC SURVEY
 MD1364.in June 1991.
 MD1364
 MD1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1364.GEOID18 height accuracy estimate available here.
 MD1364
 MD1364.Click photographs - Photos may exist for this station.
 MD1364
 MD1364.The dynamic height is computed by dividing the NAVD 88
 MD1364.geopotential number by the normal gravity value computed on the
 MD1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1364.degrees latitude (g = 980.6199 gals.).
 MD1364
 MD1364.The modeled gravity was interpolated from observed gravity values.
 MD1364
 MD1364;                    North         East    Units  Estimated Accuracy
 MD1364;SPC MI S     -    31,160.    3,890,640.      MT  (+/- 180 meters Scaled)
 MD1364
 MD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM095253(NAD 83)
 MD1364
 MD1364                          SUPERSEDED SURVEY CONTROL
 MD1364
 MD1364  NGVD 29 (??/??/92)  246.191  (m)          807.71   (f) ADJ UNCH    1 2
 MD1364
 MD1364.Superseded values are not recommended for survey control.
 MD1364
 MD1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1364.See file dsdata.pdf to determine how the superseded data were derived.
 MD1364
 MD1364_MARKER: Q = CHISELED SQUARE
 MD1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1364+STABILITY: SURFACE MOTION
 MD1364
 MD1364  HISTORY     - Date     Condition        Report By
 MD1364  HISTORY     - 1916     MONUMENTED       CGS
 MD1364  HISTORY     - 1939     GOOD             CGS
 MD1364  HISTORY     - 1959     MARK NOT FOUND   CGS
 MD1364
 MD1364                          STATION DESCRIPTION
 MD1364
 MD1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MD1364'2.6 MI SW FROM WHITE PIGEON.
 MD1364'2.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1364'THE STATION AT WHITE PIGEON, ST. JOSEPH COUNTY, BETWEEN MILEPOSTS
 MD1364'422 AND 423, AT A NORTH-AND-SOUTH ROAD CROSSING, 51.3 FEET
 MD1364'SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET EAST OF THE CENTERLINE
 MD1364'OF THE ROAD, AND AT A FENCE CORNER.  A SQUARE, CUT IN THE TOP
 MD1364'OF A CONCRETE POST.
 MD1364
 MD1364                          STATION RECOVERY (1959)
 MD1364
 MD1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MD1364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0129 ***********************************************************************
 PL0129  DESIGNATION -  F 90
 PL0129  PID         -  PL0129
 PL0129  STATE/COUNTY-  MI/ROSCOMMON
 PL0129  COUNTRY     -  US
 PL0129  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0129
 PL0129                         *CURRENT SURVEY CONTROL
 PL0129  ______________________________________________________________________
 PL0129* NAD 83(1986) POSITION- 44 18 55.     (N) 084 47 36.     (W)   SCALED
 PL0129* NAVD 88 ORTHO HEIGHT -   355.461 (meters)     1166.21  (feet) ADJUSTED
 PL0129  ______________________________________________________________________
 PL0129  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 PL0129  DYNAMIC HEIGHT  -        355.404 (meters)     1166.02  (feet) COMP
 PL0129  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 PL0129
 PL0129  VERT ORDER      -  SECOND    CLASS 0
 PL0129
 PL0129.The horizontal coordinates were scaled from a map and have
 PL0129.an estimated accuracy of +/- 6 seconds.
 PL0129
 PL0129.The orthometric height was determined by differential leveling and
 PL0129.adjusted by the NATIONAL GEODETIC SURVEY
 PL0129.in June 1991.
 PL0129
 PL0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0129.GEOID18 height accuracy estimate available here.
 PL0129
 PL0129.Click photographs - Photos may exist for this station.
 PL0129
 PL0129.The dynamic height is computed by dividing the NAVD 88
 PL0129.geopotential number by the normal gravity value computed on the
 PL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0129.degrees latitude (g = 980.6199 gals.).
 PL0129
 PL0129.The modeled gravity was interpolated from observed gravity values.
 PL0129
 PL0129;                    North         East    Units  Estimated Accuracy
 PL0129;SPC MI C     -   111,060.    5,965,960.      MT  (+/- 180 meters Scaled)
 PL0129
 PL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ759092(NAD 83)
 PL0129
 PL0129                          SUPERSEDED SURVEY CONTROL
 PL0129
 PL0129  NGVD 29 (??/??/92)  355.582  (m)         1166.61   (f) ADJ UNCH    2 0
 PL0129
 PL0129.Superseded values are not recommended for survey control.
 PL0129
 PL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0129.See file dsdata.pdf to determine how the superseded data were derived.
 PL0129
 PL0129_MARKER: DB = BENCH MARK DISK
 PL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0129_STAMPING: F 90 1934
 PL0129_MARK LOGO: CGS
 PL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0129+STABILITY: SURFACE MOTION
 PL0129
 PL0129  HISTORY     - Date     Condition        Report By
 PL0129  HISTORY     - 1934     MONUMENTED       CGS
 PL0129  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0129  HISTORY     - 20090429 MARK NOT FOUND   MIDT
 PL0129
 PL0129                          STATION DESCRIPTION
 PL0129
 PL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0129'AT HOUGHTON HEIGHTS.
 PL0129'AT HOUGHTON HEIGHTS, ROSCOMMON COUNTY, ON STATE HIGHWAY 55, 150
 PL0129'YARDS SOUTH OF THE POST OFFICE, AT THE ENTRANCE TO THE HOUGHTON
 PL0129'HEIGHTS GOLF COURSE, 35.4 FEET SOUTH OF THE CENTERLINE OF THE
 PL0129'ENTRANCE, 24.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PL0129'6 INCHES HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F
 PL0129'90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0129
 PL0129                          STATION RECOVERY (1979)
 PL0129
 PL0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0129'MARK NOT FOUND.
 PL0129
 PL0129                          STATION RECOVERY (2009)
 PL0129
 PL0129'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0129'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0112 ***********************************************************************
 PL0112  DESIGNATION -  F 91
 PL0112  PID         -  PL0112
 PL0112  STATE/COUNTY-  MI/CLARE
 PL0112  COUNTRY     -  US
 PL0112  USGS QUAD   -  COOPERTON (2017)
 PL0112
 PL0112                         *CURRENT SURVEY CONTROL
 PL0112  ______________________________________________________________________
 PL0112* NAD 83(1986) POSITION- 44 09 31.86   (N) 084 47 19.51   (W)   HD_HELD1
 PL0112* NAVD 88 ORTHO HEIGHT -   336.948 (meters)     1105.47  (feet) ADJUSTED
 PL0112  ______________________________________________________________________
 PL0112  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 PL0112  DYNAMIC HEIGHT  -        336.891 (meters)     1105.28  (feet) COMP
 PL0112  MODELED GRAVITY -    980,437.6   (mgal)                       NAVD 88
 PL0112
 PL0112  VERT ORDER      -  FIRST     CLASS II
 PL0112
 PL0112.The horizontal coordinates were determined by differentially corrected
 PL0112.hand held GPS observations or other comparable positioning techniques
 PL0112.and have an estimated accuracy of +/- 3 meters.
 PL0112
 PL0112.The orthometric height was determined by differential leveling and
 PL0112.adjusted by the NATIONAL GEODETIC SURVEY
 PL0112.in April 2012.
 PL0112
 PL0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0112.GEOID18 height accuracy estimate available here.
 PL0112
 PL0112.Click photographs - Photos may exist for this station.
 PL0112
 PL0112.The dynamic height is computed by dividing the NAVD 88
 PL0112.geopotential number by the normal gravity value computed on the
 PL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0112.degrees latitude (g = 980.6199 gals.).
 PL0112
 PL0112.The modeled gravity was interpolated from observed gravity values.
 PL0112
 PL0112;                    North         East    Units  Estimated Accuracy
 PL0112;SPC MI C     -    93,673.6   5,966,236.5     MT  (+/- 3 meters HH1 GPS) 
 PL0112
 PL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7681291893(NAD 83)
 PL0112
 PL0112                          SUPERSEDED SURVEY CONTROL
 PL0112
 PL0112  NAVD 88 (06/15/91)  336.942  (m)         1105.45   (f) SUPERSEDED  2 0
 PL0112  NGVD 29 (??/??/92)  337.068  (m)         1105.86   (f) ADJ UNCH    2 0
 PL0112
 PL0112.Superseded values are not recommended for survey control.
 PL0112
 PL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0112.See file dsdata.pdf to determine how the superseded data were derived.
 PL0112
 PL0112_MARKER: DB = BENCH MARK DISK
 PL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0112_STAMPING: F 91 1934
 PL0112_MARK LOGO: CGS
 PL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0112+STABILITY: SURFACE MOTION
 PL0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0112+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2015
 PL0112
 PL0112  HISTORY     - Date     Condition        Report By
 PL0112  HISTORY     - 1934     MONUMENTED       CGS
 PL0112  HISTORY     - 1954     GOOD             CGS
 PL0112  HISTORY     - 1976     GOOD             NGS
 PL0112  HISTORY     - 20010927 GOOD             USPSQD
 PL0112  HISTORY     - 20070607 GOOD             ACCU
 PL0112  HISTORY     - 20090429 GOOD             MIDT
 PL0112  HISTORY     - 20150113 GOOD             ROWEIN
 PL0112
 PL0112                          STATION DESCRIPTION
 PL0112
 PL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PL0112'3.9 MI N FROM LONG LAKE.
 PL0112'10.7 MILES NORTH ALONG U.S. HIGHWAY 27 FROM JUNCTION WITH STATE
 PL0112'HIGHWAY 61 AT HARRISON, THENCE 0.1 MILE WEST ON TRAIL FROM
 PL0112'CROSSING WITH THE HIGHWAY, THENCE 0.3 MILE SOUTH ALONG TRAIL
 PL0112'FROM TRAIL CROSSING WHICH WAS PART OF OLD U.S. HIGHWAY 27, 47
 PL0112'FEET WEST OF CENTERLINE OF TRAIL, ON A LINE BETWEEN SECS. 33
 PL0112'AND 348 T. 21 N., R. 4 W., 6 FEET NORTH AND 3 FEET EAST FROM
 PL0112'TRIANGULAR BLAZED 12 INCH OAK TREE AND 1.5 FEET HIGHER THAN THE
 PL0112'TRAIL.
 PL0112
 PL0112                          STATION RECOVERY (1976)
 PL0112
 PL0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0112'10.7 MILES NORTH ALONG OLD HIGHWAY 27 FROM ITS JUNCTION WITH STATE
 PL0112'HIGHWAY 61, THEN 0.05 MILE WEST AND SAND ROAD, THEN 0.3 MILES SOUTH
 PL0112'ALONG SAND ROAD, 37 FEET WEST OF THE CENTER OF THE ROAD, 7 FEET
 PL0112'NORTHEAST OF A TWIN TRUNK OAK TREE AND 8 FEET SOUTHWEST OF A 15 INCH
 PL0112'OAK TREE. A WITNESS POST WAS SET 1 FOOT WEST OF MARK AND ROD DRIVEN
 PL0112'BESIDE MARK.
 PL0112
 PL0112                          STATION RECOVERY (2001)
 PL0112
 PL0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0112'RECOVERED IN GOOD CONDITION.
 PL0112
 PL0112                          STATION RECOVERY (2007)
 PL0112
 PL0112'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 PL0112'RECOVERED IN GOOD CONDITION. MARK IS IN A AREA THAT HAS BEEN CLEAR
 PL0112'CUT.  A GATE  IS LOCKED ACROSS THE SAND ROAD HEADING SOUTH. MARK IS
 PL0112'NEAR THE SOUTH END OF THE CLEAR CUT. MARK HAS A ORANGE WITNESS POST.
 PL0112
 PL0112                          STATION RECOVERY (2009)
 PL0112
 PL0112'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 PL0112'RECOVERED AS DESCRIBED.
 PL0112
 PL0112                          STATION RECOVERY (2015)
 PL0112
 PL0112'RECOVERY NOTE BY ROWE INCORPORATED 2015 (SJS)
 PL0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0242 ***********************************************************************
 OK0242  DESIGNATION -  F 92
 OK0242  PID         -  OK0242
 OK0242  STATE/COUNTY-  MI/CLARE
 OK0242  COUNTRY     -  US
 OK0242  USGS QUAD   -  LAKE (2017)
 OK0242
 OK0242                         *CURRENT SURVEY CONTROL
 OK0242  ______________________________________________________________________
 OK0242* NAD 83(2011) POSITION- 43 52 06.10577(N) 085 02 43.99309(W)   ADJUSTED
 OK0242* NAD 83(2011) ELLIP HT-   286.438 (meters)        (06/27/12)   ADJUSTED
 OK0242* NAD 83(2011) EPOCH   -  2010.00
 OK0242* NAVD 88 ORTHO HEIGHT -   319.435 (meters)     1048.01  (feet) ADJUSTED
 OK0242  ______________________________________________________________________
 OK0242  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 OK0242  NAD 83(2011) X  -    397,776.520 (meters)                     COMP
 OK0242  NAD 83(2011) Y  - -4,588,622.205 (meters)                     COMP
 OK0242  NAD 83(2011) Z  -  4,397,757.141 (meters)                     COMP
 OK0242  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 OK0242  DYNAMIC HEIGHT  -        319.383 (meters)     1047.84  (feet) COMP
 OK0242  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 OK0242
 OK0242  VERT ORDER      -  SECOND    CLASS 0
 OK0242
 OK0242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0242  Standards:
 OK0242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0242  -------------------------------------------------------------------
 OK0242  NETWORK    0.64   1.57           0.29   0.22   0.80      0.18899502
 OK0242  -------------------------------------------------------------------
 OK0242  Click here for local accuracies and other accuracy information.
 OK0242
 OK0242.The horizontal coordinates were established by GPS observations
 OK0242.and adjusted by the National Geodetic Survey in June 2012.
 OK0242
 OK0242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0242.been affixed to the stable North American tectonic plate. See 
 OK0242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0242
 OK0242.The horizontal coordinates are valid at the epoch date displayed above
 OK0242.which is a decimal equivalence of Year/Month/Day.
 OK0242
 OK0242.The orthometric height was determined by differential leveling and
 OK0242.adjusted by the NATIONAL GEODETIC SURVEY
 OK0242.in June 1991.
 OK0242
 OK0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0242.GEOID18 height accuracy estimate available here.
 OK0242
 OK0242.Click photographs - Photos may exist for this station.
 OK0242
 OK0242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0242
 OK0242.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0242
 OK0242.The ellipsoidal height was determined by GPS observations
 OK0242.and is referenced to NAD 83.
 OK0242
 OK0242.The dynamic height is computed by dividing the NAVD 88
 OK0242.geopotential number by the normal gravity value computed on the
 OK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0242.degrees latitude (g = 980.6199 gals.).
 OK0242
 OK0242.The modeled gravity was interpolated from observed gravity values.
 OK0242
 OK0242. The following values were computed from the NAD 83(2011) position.
 OK0242
 OK0242;                    North         East     Units Scale Factor Converg.
 OK0242;SPC MI C     -    61,535.927 5,945,424.704   MT  1.00008704   -0 28 46.5
 OK0242;SPC MI C     -   201,889.52 19,505,986.56   iFT  1.00008704   -0 28 46.5
 OK0242;UTM  16      - 4,859,108.922   657,043.285   MT  0.99990334   +1 21 17.0
 OK0242
 OK0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0242!SPC MI C     -   0.99995509  x   1.00008704  =   1.00004212
 OK0242!UTM  16      -   0.99995509  x   0.99990334  =   0.99985843
 OK0242
 OK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5704359108(NAD 83)
 OK0242
 OK0242                          SUPERSEDED SURVEY CONTROL
 OK0242
 OK0242  NAD 83(2007)-  43 52 06.10590(N)    085 02 43.99393(W) AD(2002.00) 1
 OK0242  ELLIP H (09/24/08)  286.445  (m)                       GP(2002.00) 3 1
 OK0242  NAVD 88             319.44   (m)         1048.0    (f) LEVELING    3  
 OK0242  NGVD 29 (??/??/92)  319.549  (m)         1048.39   (f) ADJ UNCH    2 0
 OK0242
 OK0242.Superseded values are not recommended for survey control.
 OK0242
 OK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0242.See file dsdata.pdf to determine how the superseded data were derived.
 OK0242
 OK0242_MARKER: DB = BENCH MARK DISK
 OK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0242_STAMPING: F 92 1934
 OK0242_MARK LOGO: CGS
 OK0242_PROJECTION: FLUSH
 OK0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0242+STABILITY: SURFACE MOTION
 OK0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0242+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 OK0242
 OK0242  HISTORY     - Date     Condition        Report By
 OK0242  HISTORY     - 1934     MONUMENTED       CGS
 OK0242  HISTORY     - 20010927 GOOD             USPSQD
 OK0242  HISTORY     - 2007     GOOD             MIDT
 OK0242  HISTORY     - 20250723 GOOD             MIDT
 OK0242
 OK0242                          STATION DESCRIPTION
 OK0242
 OK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0242'2.2 MI W FROM LAKE.
 OK0242'2.2 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0242'STATION AT LAKE, 100 YARDS NORTHEAST OF A TWO-STORY HOUSE, 11
 OK0242'FEET SOUTH OF TELEPHONE POLE 2425, AT THE EDGE OF A FENCE, 48
 OK0242'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT ABOVE THE TOP
 OK0242'OF THE RAIL.  A STANDARD DISK, STAMPED F 92 1934 AND SET IN
 OK0242'THE TOP OF A CONCRETE POST.
 OK0242
 OK0242                          STATION RECOVERY (2001)
 OK0242
 OK0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0242'RECOVERED IN GOOD CONDITION.
 OK0242
 OK0242                          STATION RECOVERY (2007)
 OK0242
 OK0242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 OK0242'153 FT (46.6 M) SOUTHWEST OF THE CENTERLINE OF US-10, 131 FT (39.9 M)
 OK0242'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RED AND WHITE HORSE BARN
 OK0242'ON THE PROPERTY OF 'YMCA'S MYSTIC CAMPGROUND', 2 FT (0.6 M)
 OK0242'WEST-NORTHWEST OF A CARSONITE WITNESS POST, 1 FT (0.3 M) NORTHEAST OF
 OK0242'A FENCE LINE, 0.7 FT (0.2 M) SOUTHWEST OF A METAL WITNESS POST.
 OK0242
 OK0242                          STATION RECOVERY (2025)
 OK0242
 OK0242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0041 ***********************************************************************
 OK0041  DESIGNATION -  F 93
 OK0041  PID         -  OK0041
 OK0041  STATE/COUNTY-  MI/GLADWIN
 OK0041  COUNTRY     -  US
 OK0041  USGS QUAD   -  GLADWIN (2017)
 OK0041
 OK0041                         *CURRENT SURVEY CONTROL
 OK0041  ______________________________________________________________________
 OK0041* NAD 83(1986) POSITION- 43 58 51.     (N) 084 28 47.     (W)   SCALED
 OK0041* NAVD 88 ORTHO HEIGHT -   238.436 (meters)      782.27  (feet) ADJUSTED
 OK0041  ______________________________________________________________________
 OK0041  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 OK0041  DYNAMIC HEIGHT  -        238.395 (meters)      782.13  (feet) COMP
 OK0041  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 OK0041
 OK0041  VERT ORDER      -  SECOND    CLASS 0
 OK0041
 OK0041.The horizontal coordinates were scaled from a map and have
 OK0041.an estimated accuracy of +/- 6 seconds.
 OK0041
 OK0041.The orthometric height was determined by differential leveling and
 OK0041.adjusted by the NATIONAL GEODETIC SURVEY
 OK0041.in June 1991.
 OK0041
 OK0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0041.GEOID18 height accuracy estimate available here.
 OK0041
 OK0041.Click photographs - Photos may exist for this station.
 OK0041
 OK0041.The dynamic height is computed by dividing the NAVD 88
 OK0041.geopotential number by the normal gravity value computed on the
 OK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0041.degrees latitude (g = 980.6199 gals.).
 OK0041
 OK0041.The modeled gravity was interpolated from observed gravity values.
 OK0041
 OK0041;                    North         East    Units  Estimated Accuracy
 OK0041;SPC MI C     -    73,810.    5,990,930.      MT  (+/- 180 meters Scaled)
 OK0041
 OK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP021728(NAD 83)
 OK0041
 OK0041                          SUPERSEDED SURVEY CONTROL
 OK0041
 OK0041  NGVD 29 (??/??/92)  238.591  (m)          782.78   (f) ADJ UNCH    2 0
 OK0041
 OK0041.Superseded values are not recommended for survey control.
 OK0041
 OK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0041.See file dsdata.pdf to determine how the superseded data were derived.
 OK0041
 OK0041_MARKER: DB = BENCH MARK DISK
 OK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0041_STAMPING: F 93 1934
 OK0041_MARK LOGO: CGS
 OK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0041+STABILITY: SURFACE MOTION
 OK0041
 OK0041  HISTORY     - Date     Condition        Report By
 OK0041  HISTORY     - 1934     MONUMENTED       CGS
 OK0041  HISTORY     - 1934     GOOD             CGS
 OK0041  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0041
 OK0041                          STATION DESCRIPTION
 OK0041
 OK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0041'AT GLADWIN.
 OK0041'AT GLADWIN, 0.3 MILE EAST ALONG STATE HIGHWAY 61 FROM THE POST
 OK0041'OFFICE, 90 YARDS SOUTHEAST OF THE MICHIGAN CENTRAL RAILROAD
 OK0041'STATION, 100 FEET EAST OF THE EAST RAIL, 31.5 FEET SOUTH OF THE
 OK0041'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  A
 OK0041'STANDARD DISK, STAMPED F 93 1934 AND SET IN THE TOP OF A CONCRETE
 OK0041'POST.
 OK0041
 OK0041                          STATION RECOVERY (1998)
 OK0041
 OK0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0020 ***********************************************************************
 OL0020  DESIGNATION -  F 94
 OL0020  PID         -  OL0020
 OL0020  STATE/COUNTY-  MI/LAKE
 OL0020  COUNTRY     -  US
 OL0020  USGS QUAD   -  TALLMAN (2017)
 OL0020
 OL0020                         *CURRENT SURVEY CONTROL
 OL0020  ______________________________________________________________________
 OL0020* NAD 83(1986) POSITION- 43 56 03.     (N) 086 01 06.     (W)   SCALED
 OL0020* NAVD 88 ORTHO HEIGHT -   224.033 (meters)      735.01  (feet) ADJUSTED
 OL0020  ______________________________________________________________________
 OL0020  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 OL0020  DYNAMIC HEIGHT  -        223.995 (meters)      734.89  (feet) COMP
 OL0020  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 OL0020
 OL0020  VERT ORDER      -  SECOND    CLASS 0
 OL0020
 OL0020.The horizontal coordinates were scaled from a map and have
 OL0020.an estimated accuracy of +/- 6 seconds.
 OL0020
 OL0020.The orthometric height was determined by differential leveling and
 OL0020.adjusted by the NATIONAL GEODETIC SURVEY
 OL0020.in June 1991.
 OL0020
 OL0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0020.GEOID18 height accuracy estimate available here.
 OL0020
 OL0020.Click photographs - Photos may exist for this station.
 OL0020
 OL0020.The dynamic height is computed by dividing the NAVD 88
 OL0020.geopotential number by the normal gravity value computed on the
 OL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0020.degrees latitude (g = 980.6199 gals.).
 OL0020
 OL0020.The modeled gravity was interpolated from observed gravity values.
 OL0020
 OL0020;                    North         East    Units  Estimated Accuracy
 OL0020;SPC MI C     -    69,970.    5,867,380.      MT  (+/- 180 meters Scaled)
 OL0020
 OL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP787650(NAD 83)
 OL0020
 OL0020                          SUPERSEDED SURVEY CONTROL
 OL0020
 OL0020  NGVD 29 (??/??/92)  224.127  (m)          735.32   (f) ADJ UNCH    2 0
 OL0020
 OL0020.Superseded values are not recommended for survey control.
 OL0020
 OL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0020.See file dsdata.pdf to determine how the superseded data were derived.
 OL0020
 OL0020_MARKER: DB = BENCH MARK DISK
 OL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0020_STAMPING: F 94 1934
 OL0020_MARK LOGO: CGS
 OL0020_PROJECTION: PROJECTING
 OL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0020+STABILITY: SURFACE MOTION
 OL0020
 OL0020  HISTORY     - Date     Condition        Report By
 OL0020  HISTORY     - 1934     MONUMENTED       CGS
 OL0020  HISTORY     - 1957     MARK NOT FOUND   CGS
 OL0020  HISTORY     - 19990930 MARK NOT FOUND   USPSQD
 OL0020
 OL0020                          STATION DESCRIPTION
 OL0020
 OL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OL0020'1.1 MI E FROM BRANCH.
 OL0020'IN LAKE COUNTY, 1.1 MILES EAST ALONG THE CHESAPEAKE AND OHIO
 OL0020'RAILWAY FROM THE STATION AT BRANCH, MASON COUNTY, 140 YARDS
 OL0020'EAST OF THE SWITCH TO A SIDING SOUTH OF THE MAIN TRACK, AT A
 OL0020'ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 27
 OL0020'FEET NORTH OF THE NORTH RAIL, 15 FEET SOUTH OF A FENCE LINE,
 OL0020'AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OL0020'STAMPED F 94 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0020'5 INCHES ABOVE GROUND.  NOTE-- PROBABLY DESTROYED BY RAILROAD
 OL0020'CONSTRUCTION AND BORROW.
 OL0020
 OL0020                          STATION RECOVERY (1999)
 OL0020
 OL0020'RECOVERY NOTE BY US POWER SQUADRON 1999
 OL0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0446 ***********************************************************************
 OK0446  DESIGNATION -  F 95
 OK0446  PID         -  OK0446
 OK0446  STATE/COUNTY-  MI/NEWAYGO
 OK0446  COUNTRY     -  US
 OK0446  USGS QUAD   -  WOODLAND PARK (2017)
 OK0446
 OK0446                         *CURRENT SURVEY CONTROL
 OK0446  ______________________________________________________________________
 OK0446* NAD 83(1986) POSITION- 43 43 28.     (N) 085 51 24.     (W)   SCALED
 OK0446* NAVD 88 ORTHO HEIGHT -   261.390 (meters)      857.58  (feet) ADJUSTED
 OK0446  ______________________________________________________________________
 OK0446  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 OK0446  DYNAMIC HEIGHT  -        261.340 (meters)      857.41  (feet) COMP
 OK0446  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 OK0446
 OK0446  VERT ORDER      -  SECOND    CLASS 0
 OK0446
 OK0446.The horizontal coordinates were scaled from a map and have
 OK0446.an estimated accuracy of +/- 6 seconds.
 OK0446
 OK0446.The orthometric height was determined by differential leveling and
 OK0446.adjusted by the NATIONAL GEODETIC SURVEY
 OK0446.in June 1991.
 OK0446
 OK0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0446.GEOID18 height accuracy estimate available here.
 OK0446
 OK0446.Click photographs - Photos may exist for this station.
 OK0446
 OK0446.The dynamic height is computed by dividing the NAVD 88
 OK0446.geopotential number by the normal gravity value computed on the
 OK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0446.degrees latitude (g = 980.6199 gals.).
 OK0446
 OK0446.The modeled gravity was interpolated from observed gravity values.
 OK0446
 OK0446;                    North         East    Units  Estimated Accuracy
 OK0446;SPC MI S     -   248,160.    3,879,950.      MT  (+/- 180 meters Scaled)
 OK0446
 OK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP920419(NAD 83)
 OK0446
 OK0446                          SUPERSEDED SURVEY CONTROL
 OK0446
 OK0446  NGVD 29 (??/??/92)  261.495  (m)          857.92   (f) ADJ UNCH    2 0
 OK0446
 OK0446.Superseded values are not recommended for survey control.
 OK0446
 OK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0446.See file dsdata.pdf to determine how the superseded data were derived.
 OK0446
 OK0446_MARKER: DB = BENCH MARK DISK
 OK0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0446_STAMPING: F 95 1934
 OK0446_MARK LOGO: CGS
 OK0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0446+STABILITY: SURFACE MOTION
 OK0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0446+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2007
 OK0446
 OK0446  HISTORY     - Date     Condition        Report By
 OK0446  HISTORY     - 1934     MONUMENTED       CGS
 OK0446  HISTORY     - 19960527 GOOD             USPSQD
 OK0446  HISTORY     - 20070908 GOOD             GEOCAC
 OK0446
 OK0446                          STATION DESCRIPTION
 OK0446
 OK0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0446'1.6 MI S FROM BITELY.
 OK0446'1.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0446'STATION AT BITELY, NEWAYGO COUNTY,300 YARDS SOUTH OF A
 OK0446'GRAVEL-ROAD CROSSING, 55 FEET NORTHWEST OF A GROUP OF THREE
 OK0446'10-INCH MAPLE TREES, 34.5 FEET EAST OF THE EAST RAIL, 12 FEET
 OK0446'WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN
 OK0446'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 95 1934 AND
 OK0446'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0446'GROUND.
 OK0446
 OK0446                          STATION RECOVERY (1996)
 OK0446
 OK0446'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0446'RECOVERED IN GOOD CONDITION.
 OK0446
 OK0446                          STATION RECOVERY (2007)
 OK0446
 OK0446'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OK0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0046 ***********************************************************************
 OL0046  DESIGNATION -  F 96
 OL0046  PID         -  OL0046
 OL0046  STATE/COUNTY-  MI/NEWAYGO
 OL0046  COUNTRY     -  US
 OL0046  USGS QUAD   -  HOLTON (2017)
 OL0046
 OL0046                         *CURRENT SURVEY CONTROL
 OL0046  ______________________________________________________________________
 OL0046* NAD 83(1986) POSITION- 43 26 42.66   (N) 086 00 31.99   (W)   HD_HELD1
 OL0046* NAVD 88 ORTHO HEIGHT -   232.489 (meters)      762.76  (feet) ADJUSTED
 OL0046  ______________________________________________________________________
 OL0046  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 OL0046  DYNAMIC HEIGHT  -        232.440 (meters)      762.60  (feet) COMP
 OL0046  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 OL0046
 OL0046  VERT ORDER      -  SECOND    CLASS 0
 OL0046
 OL0046.The horizontal coordinates were determined by differentially corrected
 OL0046.hand held GPS observations or other comparable positioning techniques
 OL0046.and have an estimated accuracy of +/- 3 meters.
 OL0046
 OL0046.The orthometric height was determined by differential leveling and
 OL0046.adjusted by the NATIONAL GEODETIC SURVEY
 OL0046.in June 1991.
 OL0046
 OL0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0046.GEOID18 height accuracy estimate available here.
 OL0046
 OL0046.Click photographs - Photos may exist for this station.
 OL0046
 OL0046.The dynamic height is computed by dividing the NAVD 88
 OL0046.geopotential number by the normal gravity value computed on the
 OL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0046.degrees latitude (g = 980.6199 gals.).
 OL0046
 OL0046.The modeled gravity was interpolated from observed gravity values.
 OL0046
 OL0046;                    North         East    Units  Estimated Accuracy
 OL0046;SPC MI S     -   217,367.9   3,867,077.1     MT  (+/- 3 meters HH1 GPS) 
 OL0046
 OL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8019810730(NAD 83)
 OL0046
 OL0046                          SUPERSEDED SURVEY CONTROL
 OL0046
 OL0046  NGVD 29 (??/??/92)  232.603  (m)          763.13   (f) ADJ UNCH    2 0
 OL0046
 OL0046.Superseded values are not recommended for survey control.
 OL0046
 OL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0046.See file dsdata.pdf to determine how the superseded data were derived.
 OL0046
 OL0046_MARKER: DB = BENCH MARK DISK
 OL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0046_STAMPING: F 96 1934
 OL0046_MARK LOGO: CGS
 OL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0046+STABILITY: SURFACE MOTION
 OL0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0046+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 OL0046
 OL0046  HISTORY     - Date     Condition        Report By
 OL0046  HISTORY     - 1934     MONUMENTED       CGS
 OL0046  HISTORY     - 19960527 GOOD             USPSQD
 OL0046  HISTORY     - 20180529 GOOD             MIDT
 OL0046  HISTORY     - 20230815 GOOD             WILWRK
 OL0046
 OL0046                          STATION DESCRIPTION
 OL0046
 OL0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0046'AT REEMAN.
 OL0046'AT REEMAN, NEWAYGO COUNTY, 70 YARS NORTHEAST OF THE NORTHEAST
 OL0046'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, ABOUT 29
 OL0046'YARDS EAST OF THE EAST CORNER OF THE STORE BUILDING OF PAUL
 OL0046'BRINK, AT A ROAD CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE
 OL0046'OF THE ROAD, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL
 OL0046'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 96 1934
 OL0046'AND SET IN THE TOP OF A CONCRETE POST.
 OL0046
 OL0046                          STATION RECOVERY (1996)
 OL0046
 OL0046'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0046'RECOVERED IN GOOD CONDITION.
 OL0046
 OL0046                          STATION RECOVERY (2018)
 OL0046
 OL0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 OL0046'MARK FOUND IN TALL GRASS WITH A CARSONITE POST NEARBY.
 OL0046
 OL0046                          STATION RECOVERY (2023)
 OL0046
 OL0046'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OL0046'RECOVERED AS DESCRIBED.  CONTRARY TO 2018 RECOVERY, MARK IS
 OL0046'WELL-SUITED FOR GPS OBSERVATIONS.  CARSONITE WITNESS POST IS SET
 OL0046'FACING NORTH-SOUTH ROAD, NEXT TO UTILITY POLE WHICH IS ABOUT 25 FT
 OL0046'(7.6 M) WEST-SOUTHWEST OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0390 ***********************************************************************
 OK0390  DESIGNATION -  F 97
 OK0390  PID         -  OK0390
 OK0390  STATE/COUNTY-  MI/KENT
 OK0390  COUNTRY     -  US
 OK0390  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0390
 OK0390                         *CURRENT SURVEY CONTROL
 OK0390  ______________________________________________________________________
 OK0390* NAD 83(1986) POSITION- 43 06 06.     (N) 085 41 06.     (W)   SCALED
 OK0390* NAVD 88 ORTHO HEIGHT -   243.745 (meters)      799.69  (feet) ADJUSTED
 OK0390  ______________________________________________________________________
 OK0390  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 OK0390  DYNAMIC HEIGHT  -        243.684 (meters)      799.49  (feet) COMP
 OK0390  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 OK0390
 OK0390  VERT ORDER      -  SECOND    CLASS 0
 OK0390
 OK0390.The horizontal coordinates were scaled from a map and have
 OK0390.an estimated accuracy of +/- 6 seconds.
 OK0390
 OK0390.The orthometric height was determined by differential leveling and
 OK0390.adjusted by the NATIONAL GEODETIC SURVEY
 OK0390.in June 1991.
 OK0390
 OK0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0390.GEOID18 height accuracy estimate available here.
 OK0390
 OK0390.Click photographs - Photos may exist for this station.
 OK0390
 OK0390.The dynamic height is computed by dividing the NAVD 88
 OK0390.geopotential number by the normal gravity value computed on the
 OK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0390.degrees latitude (g = 980.6199 gals.).
 OK0390
 OK0390.The modeled gravity was interpolated from observed gravity values.
 OK0390
 OK0390;                    North         East    Units  Estimated Accuracy
 OK0390;SPC MI S     -   178,750.    3,892,690.      MT  (+/- 180 meters Scaled)
 OK0390
 OK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN070729(NAD 83)
 OK0390
 OK0390                          SUPERSEDED SURVEY CONTROL
 OK0390
 OK0390  NGVD 29 (??/??/92)  243.875  (m)          800.11   (f) ADJ UNCH    2 0
 OK0390
 OK0390.Superseded values are not recommended for survey control.
 OK0390
 OK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0390.See file dsdata.pdf to determine how the superseded data were derived.
 OK0390
 OK0390_MARKER: DB = BENCH MARK DISK
 OK0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0390_STAMPING: F 97 1934
 OK0390_MARK LOGO: CGS
 OK0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0390+STABILITY: SURFACE MOTION
 OK0390
 OK0390  HISTORY     - Date     Condition        Report By
 OK0390  HISTORY     - 1934     MONUMENTED       CGS
 OK0390  HISTORY     - 1983     POOR             USPSQD
 OK0390  HISTORY     - 1987     GOOD             USPSQD
 OK0390  HISTORY     - 19921001 MARK NOT FOUND   LOCENG
 OK0390
 OK0390                          STATION DESCRIPTION
 OK0390
 OK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0390'2 MI N FROM ALPINE.
 OK0390'2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0390'THE STATION AT ALPINE, KENT COUNTY, AT A GRAVEL-ROAD CROSSING,
 OK0390'42 FEET WEST OF THE WEST RAIL, 36 FEET SOUTH OF THE CENTERLINE
 OK0390'OF THE ROAD, 3 FEET EAST OF A FENCE LINE, AND ABOUT 3 FEET LOWER
 OK0390'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 97 1934
 OK0390'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0390'GROUND.
 OK0390
 OK0390                          STATION RECOVERY (1983)
 OK0390
 OK0390'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0390'MARK HAS BEEN KNOCKED OVER, AND LEANS TO SOUTH SOUTHWEST AT ABOUT 45
 OK0390'DEGREES.
 OK0390
 OK0390                          STATION RECOVERY (1987)
 OK0390
 OK0390'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0390'RECOVERED IN GOOD CONDITION.
 OK0390
 OK0390                          STATION RECOVERY (1992)
 OK0390
 OK0390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 OK0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0318 ***********************************************************************
 OK0318  DESIGNATION -  F 99
 OK0318  PID         -  OK0318
 OK0318  STATE/COUNTY-  MI/MONTCALM
 OK0318  COUNTRY     -  US
 OK0318  USGS QUAD   -  SHERIDAN (2017)
 OK0318
 OK0318                         *CURRENT SURVEY CONTROL
 OK0318  ______________________________________________________________________
 OK0318* NAD 83(1986) POSITION- 43 12 25.     (N) 085 04 48.     (W)   SCALED
 OK0318* NAVD 88 ORTHO HEIGHT -   256.751 (meters)      842.36  (feet) ADJUSTED
 OK0318  ______________________________________________________________________
 OK0318  GEOID HEIGHT    -        -32.750 (meters)                     GEOID18
 OK0318  DYNAMIC HEIGHT  -        256.698 (meters)      842.18  (feet) COMP
 OK0318  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 OK0318
 OK0318  VERT ORDER      -  SECOND    CLASS 0
 OK0318
 OK0318.The horizontal coordinates were scaled from a map and have
 OK0318.an estimated accuracy of +/- 6 seconds.
 OK0318
 OK0318.The orthometric height was determined by differential leveling and
 OK0318.adjusted by the NATIONAL GEODETIC SURVEY
 OK0318.in June 1991.
 OK0318
 OK0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0318.GEOID18 height accuracy estimate available here.
 OK0318
 OK0318.Click photographs - Photos may exist for this station.
 OK0318
 OK0318.The dynamic height is computed by dividing the NAVD 88
 OK0318.geopotential number by the normal gravity value computed on the
 OK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0318.degrees latitude (g = 980.6199 gals.).
 OK0318
 OK0318.The modeled gravity was interpolated from observed gravity values.
 OK0318
 OK0318;                    North         East    Units  Estimated Accuracy
 OK0318;SPC MI S     -   189,850.    3,942,040.      MT  (+/- 180 meters Scaled)
 OK0318
 OK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN559855(NAD 83)
 OK0318
 OK0318                          SUPERSEDED SURVEY CONTROL
 OK0318
 OK0318  NGVD 29 (??/??/92)  256.887  (m)          842.80   (f) ADJ UNCH    2 0
 OK0318
 OK0318.Superseded values are not recommended for survey control.
 OK0318
 OK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0318.See file dsdata.pdf to determine how the superseded data were derived.
 OK0318
 OK0318_MARKER: DB = BENCH MARK DISK
 OK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0318_STAMPING: F 99 1934
 OK0318_MARK LOGO: CGS
 OK0318_PROJECTION: FLUSH
 OK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0318+STABILITY: SURFACE MOTION
 OK0318
 OK0318  HISTORY     - Date     Condition        Report By
 OK0318  HISTORY     - 1934     MONUMENTED       CGS
 OK0318  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0318  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0318  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0318
 OK0318                          STATION DESCRIPTION
 OK0318
 OK0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0318'AT SHERIDAN.
 OK0318'AT SHERIDAN, ON THE GRAND TRUNK RAILWAY, AT THE ABANDONED
 OK0318'CROSSING OF THE PERE MARQUETTE RAILWAY, 31 FEET EAST OF THE
 OK0318'CENTERLINE OF THE ROADBED OF THE PERE MARQUETTE RAILWAY, 28 FEET
 OK0318'SOUTH OF THE SOUTH RAIL OF THE GRAND TRUNK RAILWAY, 18 FEET
 OK0318'NORTH OF POLE 522, 1-1/2 FEET NORTH OF A FENCE CORNER, AND 2
 OK0318'FEET LOWER THAN THE TOP OF RAIL.  A STANDARD DISK, STAMPED F
 OK0318'99 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OK0318'6 INCHES ABOVE GROUND.
 OK0318
 OK0318                          STATION RECOVERY (1992)
 OK0318
 OK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0318'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0318
 OK0318                          STATION RECOVERY (1994)
 OK0318
 OK0318'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0318'MARK NOT FOUND.
 OK0318
 OK0318                          STATION RECOVERY (2001)
 OK0318
 OK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0639 ***********************************************************************
 QL0639  DESIGNATION -  F SOUTH
 QL0639  PID         -  QL0639
 QL0639  STATE/COUNTY-  MI/DELTA
 QL0639  COUNTRY     -  US
 QL0639  USGS QUAD   -  MAYWOOD (2017)
 QL0639
 QL0639                         *CURRENT SURVEY CONTROL
 QL0639  ______________________________________________________________________
 QL0639* NAD 83(1994) POSITION- 45 46 07.94141(N) 086 59 01.07834(W)   ADJUSTED
 QL0639* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QL0639  ______________________________________________________________________
 QL0639  GEOID HEIGHT    -        -35.822 (meters)                     GEOID18
 QL0639  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 QL0639  HORZ ORDER      -  SECOND
 QL0639
 QL0639.The horizontal coordinates were established by classical geodetic methods
 QL0639.and adjusted by the National Geodetic Survey in February 1997.
 QL0639
 QL0639.The orthometric height was scaled from a topographic map.
 QL0639
 QL0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0639.GEOID18 height accuracy estimate available here.
 QL0639
 QL0639.Click photographs - Photos may exist for this station.
 QL0639
 QL0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0639
 QL0639. The following values were computed from the NAD 83(1994) position.
 QL0639
 QL0639;                    North         East     Units Scale Factor Converg.
 QL0639;SPC MI N     -   109,537.693 8,001,273.048   MT  0.99994319   +0 00 42.6
 QL0639;SPC MI N     -   359,375.63 26,250,895.83   iFT  0.99994319   +0 00 42.6
 QL0639;UTM  16      - 5,068,368.306   501,272.611   MT  0.99960002   +0 00 42.2
 QL0639
 QL0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0639!SPC MI N     -   0.99997772  x   0.99994319  =   0.99992091
 QL0639!UTM  16      -   0.99997772  x   0.99960002  =   0.99957774
 QL0639
 QL0639:                Primary Azimuth Mark                     Grid Az
 QL0639:SPC MI N     -  ESCANABA                                 237 56 17.8
 QL0639:UTM  16      -  ESCANABA                                 237 56 18.2
 QL0639
 QL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0127268368(NAD 83)
 QL0639
 QL0639|---------------------------------------------------------------------|
 QL0639| PID    Reference Object                     Distance      Geod. Az  |
 QL0639|                                                           dddmmss.s |
 QL0639| CH1122 F SOUTH RM 1                         10.043 METERS 03121     |
 QL0639| CH1123 F SOUTH RM 2                          9.550 METERS 13840     |
 QL0639| QL0211 ESCANABA                            APPROX. 5.2 KM 2375700.4 |
 QL0639| QL0472 ESCANABA LIGHT                      APPROX. 4.9 KM 2391254.2 |
 QL0639| QL0471 ESCANABA MUNICIPAL TANK             APPROX. 7.7 KM 2514053.0 |
 QL0639| QL0460 ESCANABA SHEPECK LUMBER CO TK       APPROX. 6.3 KM 2775910.1 |
 QL0639|---------------------------------------------------------------------|
 QL0639
 QL0639                          SUPERSEDED SURVEY CONTROL
 QL0639
 QL0639  NAD 83(1986)-  45 46 07.94018(N)    086 59 01.07697(W) AD(       ) 2
 QL0639  NAD 27      -  45 46 08.04900(N)    086 59 00.58200(W) AD(       ) 2
 QL0639  USSD        -  45 46 08.34000(N)    086 59 00.40000(W) AD(       ) 3
 QL0639
 QL0639.Superseded values are not recommended for survey control.
 QL0639
 QL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0639.See file dsdata.pdf to determine how the superseded data were derived.
 QL0639
 QL0639_MARKER: B = BOLT
 QL0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0639_PROJECTION: FLUSH
 QL0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0639+STABILITY: SURFACE MOTION
 QL0639
 QL0639  HISTORY     - Date     Condition        Report By
 QL0639  HISTORY     - 1863     MONUMENTED       USLS
 QL0639  HISTORY     - 1903     GOOD             USLS
 QL0639  HISTORY     - 1954     GOOD             CGS
 QL0639
 QL0639                          STATION DESCRIPTION
 QL0639
 QL0639'DESCRIBED BY US LAKE SURVEY 1903
 QL0639'ON EAST SHORE OF LITTLE BAY DE NOC, ON CENTER ONE OF THREE PROJECTING
 QL0639'POINTS OF LAND, 55 FEET FROM
 QL0639'WATERS EDGE, AND N. 60 DEG 21 MIN E. OF ESCANABA LIGHTHOUSE, 15.9
 QL0639'FEET N. 5 DEG 11 MIN. W. FROM
 QL0639'8-INCH TAMARACK TREE, AND 24.0 FEET S. 37 DEG 19 MIN W. FROM 12-INCH
 QL0639'POPLAR TREE, BOTH TREES BLAZED WITH SMALL
 QL0639'TRIANGLES.  MARKED BY COPPER BOLT IN
 QL0639'CONCRETE BLOCK 6 BY 6 BY 20 INCHES, TOP FLUSH WITH SURFACE
 QL0639'OF GROUND, AND MARKED U.S.
 QL0639'1903.
 QL0639
 QL0639                          STATION RECOVERY (1954)
 QL0639
 QL0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0639'STATION WAS RECOVERED AS DESCRIBED BY U.S. LAKE SURVEY IN 1903 AND
 QL0639'FOUND TO BE IN GOOD CONDITION.  TWO
 QL0639'REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1 IS 32 FEET
 QL0639'WEST OF NORTHWEST CORNER OF HOUSE.  THE
 QL0639'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED F
 QL0639'SOUTH USLS NO 1 1954.  NOTE 11A.  REFERENCE MARK
 QL0639'NO. 2 IS 35 FEET SOUTHWEST OF THE SOUTHWEST
 QL0639'CORNER OF HOUSE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QL0639'STAMPD F SOUTH USLS NO 2 1954.
 QL0639'NOTE 11A.  TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND
 QL0639'U.S.  HIGHWAY 2 IN RAPID RIVER GO
 QL0639'EAST ON U.S. HIGHWAY 2 FOR 2.8 MILES TO A SIDE ROAD RIGHT.
 QL0639'TURN RIGHT AND GO SOUTH FOR 10.8 MILES TO A
 QL0639'CROSS ROADS.  TURN RIGHT AND GO WEST ON
 QL0639'GRAVEL ROAD FOR 0.25 MILE TO DIM CROSS ROADS JUST BEFORE
 QL0639'REACHING BEACH.  TURN RIGHT AND GO
 QL0639'NORTH FOR 0.1 MILE TO DIM ROAD LEADING TO BEACH, ON THE NORTH SIDE OF
 QL0639'A HOUSE.  TURN LEFT AND GO WEST FOR
 QL0639'0.1 MILE TO BEACH AND STATION ON RIGHT AS DESCRIBED.
 QL0639'
 QL0639'1954 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA6817 ***********************************************************************
 AA6817  CBN         -  This is a Cooperative Base Network Control Station.
 AA6817  PACS        -  This is a Primary Airport Control Station.
 AA6817  DESIGNATION -  FAA 2G5 C
 AA6817  PID         -  AA6817
 AA6817  STATE/COUNTY-  MI/WAYNE
 AA6817  COUNTRY     -  US
 AA6817  USGS QUAD   -  ROCKWOOD (2017)
 AA6817
 AA6817                         *CURRENT SURVEY CONTROL
 AA6817  ______________________________________________________________________
 AA6817* NAD 83(2011) POSITION- 42 05 38.72857(N) 083 09 45.65751(W)   ADJUSTED
 AA6817* NAD 83(2011) ELLIP HT-   141.897 (meters)        (06/27/12)   ADJUSTED
 AA6817* NAD 83(2011) EPOCH   -  2010.00
 AA6817* NAVD 88 ORTHO HEIGHT -   176.91  (meters)      580.4   (feet) GPS OBS
 AA6817  ______________________________________________________________________
 AA6817  NAVD 88 orthometric height was determined with an earlier geoid model
 AA6817  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 AA6817  NAD 83(2011) X  -    564,312.655 (meters)                     COMP
 AA6817  NAD 83(2011) Y  - -4,706,393.956 (meters)                     COMP
 AA6817  NAD 83(2011) Z  -  4,253,459.901 (meters)                     COMP
 AA6817  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 AA6817
 AA6817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6817  Standards:
 AA6817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6817  -------------------------------------------------------------------
 AA6817  NETWORK    0.72   0.88           0.33   0.24   0.45     -0.05457470
 AA6817  -------------------------------------------------------------------
 AA6817  Click here for local accuracies and other accuracy information.
 AA6817
 AA6817.This mark is at Grosse Ile Municipal Airport (2G5)
 AA6817
 AA6817.The horizontal coordinates were established by GPS observations
 AA6817.and adjusted by the National Geodetic Survey in June 2012.
 AA6817
 AA6817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6817.been affixed to the stable North American tectonic plate. See 
 AA6817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6817
 AA6817.The horizontal coordinates are valid at the epoch date displayed above
 AA6817.which is a decimal equivalence of Year/Month/Day.
 AA6817
 AA6817.The orthometric height was determined by GPS observations and a
 AA6817.high-resolution geoid model.
 AA6817
 AA6817.GPS derived orthometric heights for airport stations designated as
 AA6817.PACS or SACS are published to 2 decimal places.  This maintains
 AA6817.centimeter relative accuracy between the PACS and SACS.  It does
 AA6817.not indicate centimeter accuracy relative to other marks which are
 AA6817.part of the published vertical control network.
 AA6817
 AA6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6817.GEOID18 height accuracy estimate available here.
 AA6817
 AA6817.Click photographs - Photos may exist for this station.
 AA6817
 AA6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6817
 AA6817.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6817
 AA6817.The ellipsoidal height was determined by GPS observations
 AA6817.and is referenced to NAD 83.
 AA6817
 AA6817. The following values were computed from the NAD 83(2011) position.
 AA6817
 AA6817;                    North         East     Units Scale Factor Converg.
 AA6817;SPC MI S     -    66,703.429 4,099,600.654   MT  1.00000140   +0 49 09.6
 AA6817;SPC MI S     -   218,843.27 13,450,133.38   iFT  1.00000140   +0 49 09.6
 AA6817;UTM  17      - 4,662,486.426   321,151.487   MT  0.99999360   -1 27 00.5
 AA6817
 AA6817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6817!SPC MI S     -   0.99997775  x   1.00000140  =   0.99997915
 AA6817!UTM  17      -   0.99997775  x   0.99999360  =   0.99997135
 AA6817
 AA6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2115162486(NAD 83)
 AA6817
 AA6817                          SUPERSEDED SURVEY CONTROL
 AA6817
 AA6817  NAD 83(2007)-  42 05 38.72952(N)    083 09 45.65779(W) AD(2002.00) 0
 AA6817  ELLIP H (02/10/07)  141.899  (m)                       GP(2002.00)    
 AA6817  ELLIP H (07/12/02)  141.952  (m)                       GP(       ) 4 2
 AA6817  NAD 83(1994)-  42 05 38.72899(N)    083 09 45.65683(W) AD(       ) B
 AA6817  ELLIP H (09/20/95)  141.992  (m)                       GP(       ) 1 2
 AA6817  NAD 83(1986)-  42 05 38.73649(N)    083 09 45.68641(W) AD(       ) 1
 AA6817  NAVD 88 (07/20/95)  176.83   (m)  GEOID93  model used  GPS OBS        
 AA6817
 AA6817.Superseded values are not recommended for survey control.
 AA6817
 AA6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6817.See file dsdata.pdf to determine how the superseded data were derived.
 AA6817
 AA6817_STAMPING: 2G5 C 1994
 AA6817_MARK LOGO: NGS
 AA6817_PROJECTION: FLUSH
 AA6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6817+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 AA6817_ROD/PIPE-DEPTH: 4.0 meters
 AA6817_SLEEVE-DEPTH  : 1.1 meters
 AA6817
 AA6817  HISTORY     - Date     Condition        Report By
 AA6817  HISTORY     - 1994     MONUMENTED       NGS
 AA6817  HISTORY     - 20020325 GOOD             INDIV
 AA6817  HISTORY     - 20140709 MARK NOT FOUND   GEOPRO
 AA6817
 AA6817                          STATION DESCRIPTION
 AA6817
 AA6817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6817'STATION IS LOCATED ABOUT 30 KM (18.6 MI) SOUTH-SOUTHWEST OF DOWNTOWN
 AA6817'DETROIT, ON THE SOUTH END OF GROSSE ISLE ISLAND, AT THE SOUTHWEST END
 AA6817'OF THE GROSSE ISLE MUNICIPAL AIRPORT, IN GRASS AREA BETWEEN RUNWAY
 AA6817'4-22 AND AN OLD PAVED ROAD CURVING FROM NORTH TO NORTHWEST,
 AA6817'OWNERSHIP-- TOWNSHIP OF GROSSE ISLE, 8841 MACOMB, PO BOX 300, GROSSE
 AA6817'ISLE, MICHIGAN 48138.  AIRPORT MANAGER IS JON G. STOUT, PHONE
 AA6817'313-675-0155. DO NOT GO TO STATION WITHOUT EXPRESS PERSMISSION OF THE
 AA6817'AIRPORT MANAGER. NO ESCORT REQUIRED. TO REACH FROM THE OVER PASS AT
 AA6817'THE JUNCTION OF INTERSTATE HIGHWAY I-75 AND WEST ROAD (EXIT 32) IN
 AA6817'WOODHAVEN, GO EAST ON WEST ROAD FOR 1.27 KM (0.79 MI) TO A CROSSROADS.
 AA6817'TURN RIGHT, SOUTH ON ALLEN ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD.
 AA6817'TURN LEFT, EAST, ON VAN HORN ROAD FOR 3.32 KM (2.06 MI) TO A T-ROAD.
 AA6817'TURN LEFT, NORTH  ON JEFFERSON WEST ROAD FOR 0.13 KM (0.08 MI) TO A
 AA6817'ROAD RIGHT.  TURN RIGHT, EAST, ON GROSSE ISLE PARKWAY FOR 2.15 KM
 AA6817'(1.34 MI) TO A CROSSROAD. TURN RIGHT,SOUTH, ON MERIDIAN ROAD FOR 2.24
 AA6817'KM (1.39 MI) TO A T-ROAD. TURN RIGHT, WEST, ON GROH ROAD FOR 0.09 KM
 AA6817'(0.06 MI) TO A PAVED LANE LEFT. TURN LEFT, SOUTH, ON LANE FOR 0.1 KM
 AA6817'(0.1 MI) TO THE AIRPORT APRON AND THE OFFICE ON THE RIGHT IN THE
 AA6817'ISLAND AVIATION BUILDING. CONTINUE AHEAD, BEARING SLIGHT LEFT, ACROSS
 AA6817'APRON FOR 0.22 KM (0.14 MI) TO TAXI, GO SOUTH ON TAXIWAY C FOR 0.75 KM
 AA6817'(0.47 MI) TO THE STATION ON THE LEFT. STATION MARK IS A PUNCH HOLE IN
 AA6817'THE TOP OF A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A
 AA6817'CONCRETE POST 5 CM BELOW GROUND.  IT IS 50.8 M (166.7 FT) WEST OF THE
 AA6817'EDGE OF RUNWAY 4,  50.7 M (166.3 FT) NORTH OF A WINDSOCK, 33.8 M
 AA6817'(110.9 FT) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE DRAIN,  27.2 M
 AA6817'(89.2 FT) NORTH OF THE EDGE OF A TAXIWAY, 16.2 M (53.1 FT) EAST OF THE
 AA6817'EDGE OF TAXIWAY C, AND 14.6 M (47.9 FT) NORTHEAST OF THE NORTHEAST
 AA6817'CORNER OF A CONCRETE PAD BEARING THE RUNWAY INDICATOR BOX '4-35'.
 AA6817
 AA6817                          STATION RECOVERY (2002)
 AA6817
 AA6817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6817'RECOVERED IN GOOD CONDITION.
 AA6817
 AA6817                          STATION RECOVERY (2014)
 AA6817
 AA6817'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2014 (CTS)
 AA6817'STATION STAKED OUT WITH RTK AND FRAGMENTS OF MONUMENT CONCRETE FOUND,
 AA6817'NO DISK FOUND.  STATION BELIEVED TO HAVE BEEN DESTROYED BY PAST
 AA6817'CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0674 ***********************************************************************
 OK0674  DESIGNATION -  FAA 6D6 A
 OK0674  PID         -  OK0674
 OK0674  STATE/COUNTY-  MI/MONTCALM
 OK0674  COUNTRY     -  US
 OK0674  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0674
 OK0674                         *CURRENT SURVEY CONTROL
 OK0674  ______________________________________________________________________
 OK0674* NAD 83(1994) POSITION- 43 08 34.17192(N) 085 15 30.22017(W)   ADJUSTED
 OK0674* NAD 83(1994) ELLIP HT-   224.561 (meters)        (02/03/97)   ADJUSTED
 OK0674* NAVD 88 ORTHO HEIGHT -   257.7   (meters)      845.    (feet) VERTCON3
 OK0674  ______________________________________________________________________
 OK0674  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 OK0674  NAD 83(1994) X  -    385,311.766 (meters)                     COMP
 OK0674  NAD 83(1994) Y  - -4,645,328.731 (meters)                     COMP
 OK0674  NAD 83(1994) Z  -  4,339,246.265 (meters)                     COMP
 OK0674  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 OK0674  HORZ ORDER      -  THIRD
 OK0674  ELLP ORDER      -  FOURTH    CLASS I
 OK0674
 OK0674.This mark is at Greenville Airport (6D6)
 OK0674
 OK0674.The horizontal coordinates were established by GPS observations
 OK0674.and adjusted by the National Geodetic Survey in February 1997.
 OK0674
 OK0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0674
 OK0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0674.GEOID18 height accuracy estimate available here.
 OK0674
 OK0674.Click photographs - Photos may exist for this station.
 OK0674
 OK0674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0674
 OK0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0674
 OK0674.The ellipsoidal height was determined by GPS observations
 OK0674.and is referenced to NAD 83.
 OK0674
 OK0674. The following values were computed from the NAD 83(1994) position.
 OK0674
 OK0674;                    North         East     Units Scale Factor Converg.
 OK0674;SPC MI S     -   182,866.384 3,927,463.673   MT  0.99991698   -0 36 24.6
 OK0674;SPC MI S     -   599,955.33 12,885,379.50   iFT  0.99991698   -0 36 24.6
 OK0674;UTM  16      - 4,778,147.690   641,627.605   MT  0.99984675   +1 11 28.1
 OK0674
 OK0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0674!SPC MI S     -   0.99996479  x   0.99991698  =   0.99988177
 OK0674!UTM  16      -   0.99996479  x   0.99984675  =   0.99981154
 OK0674
 OK0674:                Primary Azimuth Mark                     Grid Az
 OK0674:SPC MI S     -  FAA 6D6 B                                275 31 22.7
 OK0674:UTM  16      -  FAA 6D6 B                                273 43 30.0
 OK0674
 OK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4162778147(NAD 83)
 OK0674
 OK0674|---------------------------------------------------------------------|
 OK0674| PID    Reference Object                     Distance      Geod. Az  |
 OK0674|                                                           dddmmss.s |
 OK0674| OK0675 FAA 6D6 B                           APPROX. 0.8 KM 2745458.1 |
 OK0674|---------------------------------------------------------------------|
 OK0674
 OK0674                          SUPERSEDED SURVEY CONTROL
 OK0674
 OK0674  NAD 83(1986)-  43 08 34.17189(N)    085 15 30.23452(W) AD(       ) 3
 OK0674  NGVD 29 (03/13/91)  257.8    (m)  OSU 89B  model used  GPS OBS        
 OK0674
 OK0674.Superseded values are not recommended for survey control.
 OK0674
 OK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0674.See file dsdata.pdf to determine how the superseded data were derived.
 OK0674
 OK0674_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0674_STAMPING: FAA 6D6 A 1990
 OK0674_MARK LOGO: NGS
 OK0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0674+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OK0674
 OK0674  HISTORY     - Date     Condition        Report By
 OK0674  HISTORY     - 1990     MONUMENTED       NGS
 OK0674  HISTORY     - 20011205 GOOD             NGS
 OK0674  HISTORY     - 20031004 GOOD             JCLS
 OK0674
 OK0674                          STATION DESCRIPTION
 OK0674
 OK0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OK0674'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) SOUTH OF GREENVILLE,
 OK0674'32.18 KM (20.00 MI) NORTHWEST OF IONIA, 48.28 KM (30.00 MI) NORTHEAST
 OK0674'OF GRAND RAPIDS AT THE GREENVILLE MUNICIPAL AIRPORT NEAR THE JUNCTION
 OK0674'OF THE TAXIWAY AND RUNWAY 9 AND EAST OF THE SIGN FOR RUNWAY 9.
 OK0674'OWNERSHIP--CITY OF GREENVILLE, CITY HALL, GREENVILLE MI 48838, PHONE
 OK0674'(616) 754-5647, AIRPORT MANAGER IS JEROME VANDERBURG, PHONE (616)
 OK0674'754-5534.
 OK0674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 91 IN
 OK0674'GREENVILLE, GO SOUTH ON STATE HIGHWAY 91 FOR 4.02 KM (2.50 MI) TO THE
 OK0674'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST ON THE ENTRANCE
 OK0674'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON AND THE AIRPORT OFFICE ON THE
 OK0674'LEFT, CONTINUE ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY
 OK0674'LEADING TO RUNWAY 9, GO SOUTH ON THE TAXIWAY TO THE SIGN FOR RUNWAY 9
 OK0674'AND THE STATION ON THE LEFT.
 OK0674'THE STATION IS FLUSH WITH THE GROUND LOCATED 45.5 M (149.3 FT) NORTH
 OK0674'OF THE CENTER OF THE RUNWAY, 23.0 M (75.5 FT) EAST OF THE CENTER OF
 OK0674'THE TAXIWAY, 15.7 M (51.5 FT) SOUTH OF THE SOUTH EDGE OF THE APRON,
 OK0674'11.75 M (38.55 FT) EAST OF THE EAST FACE OF THE SIGN FOR RUNWAY 9 AND
 OK0674'0.32 M (1.05 FT) WEST OF A FIBERGLASS WITNESS POST.
 OK0674
 OK0674                          STATION RECOVERY (2001)
 OK0674
 OK0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0674'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0674
 OK0674                          STATION RECOVERY (2003)
 OK0674
 OK0674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0675 ***********************************************************************
 OK0675  DESIGNATION -  FAA 6D6 B
 OK0675  PID         -  OK0675
 OK0675  STATE/COUNTY-  MI/MONTCALM
 OK0675  COUNTRY     -  US
 OK0675  USGS QUAD   -  GREENVILLE WEST (2017)
 OK0675
 OK0675                         *CURRENT SURVEY CONTROL
 OK0675  ______________________________________________________________________
 OK0675* NAD 83(1994) POSITION- 43 08 36.49192(N) 085 16 07.08068(W)   ADJUSTED
 OK0675* NAD 83(1994) ELLIP HT-   227.588 (meters)        (02/03/97)   ADJUSTED
 OK0675* NAVD 88 ORTHO HEIGHT -   260.7   (meters)      855.    (feet) VERTCON3
 OK0675  ______________________________________________________________________
 OK0675  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 OK0675  NAD 83(1994) X  -    384,477.761 (meters)                     COMP
 OK0675  NAD 83(1994) Y  - -4,645,350.921 (meters)                     COMP
 OK0675  NAD 83(1994) Z  -  4,339,300.576 (meters)                     COMP
 OK0675  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 OK0675  HORZ ORDER      -  THIRD
 OK0675  ELLP ORDER      -  FOURTH    CLASS I
 OK0675
 OK0675.This mark is at Greenville Airport (6D6)
 OK0675
 OK0675.The horizontal coordinates were established by GPS observations
 OK0675.and adjusted by the National Geodetic Survey in February 1997.
 OK0675
 OK0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0675
 OK0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0675.GEOID18 height accuracy estimate available here.
 OK0675
 OK0675.Click photographs - Photos may exist for this station.
 OK0675
 OK0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0675
 OK0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0675
 OK0675.The ellipsoidal height was determined by GPS observations
 OK0675.and is referenced to NAD 83.
 OK0675
 OK0675. The following values were computed from the NAD 83(1994) position.
 OK0675
 OK0675;                    North         East     Units Scale Factor Converg.
 OK0675;SPC MI S     -   182,946.840 3,926,631.592   MT  0.99991703   -0 36 49.7
 OK0675;SPC MI S     -   600,219.29 12,882,649.58   iFT  0.99991703   -0 36 49.7
 OK0675;UTM  16      - 4,778,201.997   640,793.469   MT  0.99984385   +1 11 02.9
 OK0675
 OK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0675!SPC MI S     -   0.99996431  x   0.99991703  =   0.99988134
 OK0675!UTM  16      -   0.99996431  x   0.99984385  =   0.99980817
 OK0675
 OK0675:                Primary Azimuth Mark                     Grid Az
 OK0675:SPC MI S     -  FAA 6D6 A                                095 31 22.6
 OK0675:UTM  16      -  FAA 6D6 A                                093 43 30.0
 OK0675
 OK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4079378201(NAD 83)
 OK0675
 OK0675|---------------------------------------------------------------------|
 OK0675| PID    Reference Object                     Distance      Geod. Az  |
 OK0675|                                                           dddmmss.s |
 OK0675| OK0674 FAA 6D6 A                           APPROX. 0.8 KM 0945432.9 |
 OK0675|---------------------------------------------------------------------|
 OK0675
 OK0675                          SUPERSEDED SURVEY CONTROL
 OK0675
 OK0675  NAD 83(1986)-  43 08 36.49189(N)    085 16 07.09500(W) AD(       ) 3
 OK0675  NGVD 29 (03/13/91)  260.9    (m)  OSU 89B  model used  GPS OBS        
 OK0675
 OK0675.Superseded values are not recommended for survey control.
 OK0675
 OK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0675.See file dsdata.pdf to determine how the superseded data were derived.
 OK0675
 OK0675_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0675_STAMPING: FAA 6D6 B 1990
 OK0675_MARK LOGO: NGS
 OK0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OK0675
 OK0675  HISTORY     - Date     Condition        Report By
 OK0675  HISTORY     - 1990     MONUMENTED       NGS
 OK0675  HISTORY     - 20011205 GOOD             NGS
 OK0675
 OK0675                          STATION DESCRIPTION
 OK0675
 OK0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OK0675'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) SOUTH OF GREENVILLE,
 OK0675'32.18 KM (20.00 MI) NORTHWEST OF IONIA, 48.28 KM (30.00 MI) NORTHEAST
 OK0675'OF GRAND RAPIDS AT THE GREENVILLE MUNICIPAL AIRPORT ABOUT 30.48 M
 OK0675'(100.00 FT) WEST OF THE WEST SIDE OF THE TURN-AROUND FOR THE END OF
 OK0675'RUNWAY 27. OWNERSHIP--CITY OF GREENVILLE, CITY HALL, GREENVILLE MI
 OK0675'48838, PHONE (616) 754-5647, AIRPORT MANAGER IS JEROME VANDERBURG,
 OK0675'PHONE (616)754-5534.
 OK0675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 91 IN
 OK0675'GREENVILLE, GO SOUTH ON STATE HIGHWAY 91 FOR 4.02 KM (2.50 MI) TO THE
 OK0675'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST ON THE ENTRANCE
 OK0675'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON AND THE AIRPORT OFFICE ON THE
 OK0675'LEFT, CONTINUE ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY
 OK0675'LEADING TO RUNWAY 9, GO SOUTH ON THE TAXIWAY TO THE JUNCTION OF THE
 OK0675'RUNWAY, TURN LEFT, EAST ONTO THE RUNWAY FOR 0.88 KM (0.55 MI) TO THE
 OK0675'STATION ON THE LEFT NORTH OF THE FIRST RUNWAY LIGHT EAST OF THE END
 OK0675'OF RUNWAY 27.
 OK0675'THE STATION IS FLUSH WITH THE GROUND LOCATED 40.0 M (131.2 FT) NORTH
 OK0675'OF THE CENTER OF THE RUNWAY, 27.8 M (91.2 FT) WEST-SOUTHWEST OF THE
 OK0675'NORTHWEST CORNER OF THE TURN-AROUND, 25.5 M (83.7 FT) NORTH OF THE
 OK0675'FIRST RUNWAY LIGHT EAST OF THE END OF RUNWAY 27 AND 0.3 M (1.0 FT)
 OK0675'WEST OF A FIBERGLASS WITNESS POST.
 OK0675
 OK0675                          STATION RECOVERY (2001)
 OK0675
 OK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1739 ***********************************************************************
 MD1739  DESIGNATION -  FAIRFIELD 2
 MD1739  PID         -  MD1739
 MD1739  STATE/COUNTY-  MI/LENAWEE
 MD1739  COUNTRY     -  US
 MD1739  USGS QUAD   -  JASPER (2017)
 MD1739
 MD1739                         *CURRENT SURVEY CONTROL
 MD1739  ______________________________________________________________________
 MD1739* NAD 83(1994) POSITION- 41 48 50.56022(N) 084 02 46.46766(W)   ADJUSTED
 MD1739* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 MD1739  ______________________________________________________________________
 MD1739  GEOID HEIGHT    -        -34.934 (meters)                     GEOID18
 MD1739  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 MD1739  HORZ ORDER      -  FIRST
 MD1739
 MD1739.The horizontal coordinates were established by classical geodetic methods
 MD1739.and adjusted by the National Geodetic Survey in February 1997.
 MD1739
 MD1739.The orthometric height was scaled from a topographic map.
 MD1739
 MD1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1739.GEOID18 height accuracy estimate available here.
 MD1739
 MD1739.Click photographs - Photos may exist for this station.
 MD1739
 MD1739.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1739
 MD1739. The following values were computed from the NAD 83(1994) position.
 MD1739
 MD1739;                    North         East     Units Scale Factor Converg.
 MD1739;SPC MI S     -    34,935.258 4,026,626.725   MT  1.00007994   +0 13 05.0
 MD1739;SPC MI S     -   114,616.99 13,210,717.60   iFT  1.00007994   +0 13 05.0
 MD1739;SPC OH N     -   239,606.078   471,524.103   MT  1.00002399   -1 00 56.9
 MD1739;SPC OH N     -   786,107.61  1,546,991.99   sFT  1.00002399   -1 00 56.9
 MD1739;UTM  16      - 4,633,348.528   745,346.453   MT  1.00034079   +1 58 13.1
 MD1739;UTM  17      - 4,633,616.967   246,970.962   MT  1.00038791   -2 01 55.4
 MD1739
 MD1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1739!SPC MI S     -   0.99996818  x   1.00007994  =   1.00004812
 MD1739!SPC OH N     -   0.99996818  x   1.00002399  =   0.99999217
 MD1739!UTM  16      -   0.99996818  x   1.00034079  =   1.00030896
 MD1739!UTM  17      -   0.99996818  x   1.00038791  =   1.00035608
 MD1739
 MD1739:                Primary Azimuth Mark                     Grid Az
 MD1739:SPC MI S     -  RAISIN                                   032 50 47.6
 MD1739:SPC OH N     -  RAISIN                                   034 04 49.5
 MD1739:UTM  16      -  RAISIN                                   031 05 39.5
 MD1739:UTM  17      -  RAISIN                                   035 05 48.0
 MD1739
 MD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4534633348(NAD 83)
 MD1739
 MD1739|---------------------------------------------------------------------|
 MD1739| PID    Reference Object                     Distance      Geod. Az  |
 MD1739|                                                           dddmmss.s |
 MD1739| MD1736 ADRIAN STUBNITZ GRN SPRING TK       APPROX. 8.8 KM 0083141.2 |
 MD1739| MD1737 ADRIAN MUNICIPAL TANK               APPROX. 9.9 KM 0130438.0 |
 MD1739| CE6043 FAIRFIELD 2 AZ MK                                  0222840.0 |
 MD1739| MC1531 RAISIN                              APPROX.18.5 KM 0330352.6 |
 MD1739| CE6044 FAIRFIELD 2 RM 1                     32.400 METERS 10824     |
 MD1739| CE6045 FAIRFIELD 2 RM 2                     29.382 METERS 34653     |
 MD1739|---------------------------------------------------------------------|
 MD1739
 MD1739                          SUPERSEDED SURVEY CONTROL
 MD1739
 MD1739  NAD 83(1986)-  41 48 50.56735(N)    084 02 46.48415(W) AD(       ) 1
 MD1739  NAD 27      -  41 48 50.39000(N)    084 02 46.68300(W) AD(       ) 1
 MD1739
 MD1739.Superseded values are not recommended for survey control.
 MD1739
 MD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1739.See file dsdata.pdf to determine how the superseded data were derived.
 MD1739
 MD1739_MARKER: DS = TRIANGULATION STATION DISK
 MD1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1739_STAMPING: FAIRFIELD 2 1943
 MD1739_MARK LOGO: CGS
 MD1739_PROJECTION: RECESSED 30 CENTIMETERS
 MD1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1739+STABILITY: SURFACE MOTION
 MD1739
 MD1739  HISTORY     - Date     Condition        Report By
 MD1739  HISTORY     - 1943     MONUMENTED       CGS
 MD1739  HISTORY     - 1980     GOOD             MIDH
 MD1739
 MD1739                          STATION DESCRIPTION
 MD1739
 MD1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1739'STATION IS LOCATED ABOUT 5 MILES S OF ADRIAN, 7 MILES N OF THE
 MD1739'OHIO-MICHIGAN STATE LINE AND ABOUT 0.2 MILE N OF THE VILLAGE OF
 MD1739'FAIRFIELD.  THE MARK IS SET ON THE HIGHEST GROUND OF A GRAVEL HILL ON
 MD1739'PROPERTY OWNED BY E. J. SCHUMP.  THE MARK IS IN THE SW CORNER OF A
 MD1739'PASTURE FIELD, 36.8 FEET N OF THE S POST OF A WIRE GATE IN THE N-S
 MD1739'FENCE AND 15.1 FEET E OF A STANDARD REFERENCE POST WHICH WAS PLACED IN
 MD1739'THE N-S FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 1943 AND SET 12
 MD1739'INCHES BELOW THE SURFACE OF THE GROUND.
 MD1739'
 MD1739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 MD1739'IN CONCRETE.
 MD1739'
 MD1739'REFERENCE MARK 1 IS 106.30 FEET ESE OF THE STATION AND 1.0 FOOT N OF
 MD1739'AN E-W FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 NO 1 1943.
 MD1739'
 MD1739'REFERENCE MARK 2 IS 96.40 FEET NNW OF THE STATION AND 1.0 FOOT E OF
 MD1739'THE N-S FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 NO 2 1943.
 MD1739'
 MD1739'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NNE OF THE STATION.  IT IS
 MD1739'27 FEET W OF THE CENTER LINE OF MICHIGAN HIGHWAY 52, 3.6 FEET S OF A
 MD1739'STANDARD REFERENCE POST AND 1.3 FEET E OF THE W RIGHT-OF-WAY
 MD1739'FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 1943.
 MD1739'
 MD1739'AZIMUTH MARK REACHED FROM THE SCHUMP HOUSE, GO N ON HIGHWAY 52 FOR 0.3
 MD1739'MILE TO THE MARK ON THE LEFT OR W SIDE OF THE HIGHWAY.
 MD1739'
 MD1739'TO REACH THE STATION FROM THE VILLAGE OF FAIRFIELD GO N ON HIGHWAY 52
 MD1739'FOR 0.2 MILE TO THE SCHUMP RESIDENCE ON THE LEFT OPPOSITE A CEMETERY
 MD1739'ON THE RIGHT.  TURN LEFT INTO THE FARMYARD AND PASS THROUGH A GATE
 MD1739'GOING BETWEEN 2 BARNS TO A CHICKEN HOUSE.  PASS THE CHICKEN HOUSE ON
 MD1739'THE N SIDE AND ENTER A PASTURE FIELD.  FOLLOW A FARM ROAD SW FOR 0.3
 MD1739'MILE TO THE STATION IN THE SW CORNER OF THE FIELD AS DESCRIBED.
 MD1739'
 MD1739'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1739
 MD1739                          STATION RECOVERY (1980)
 MD1739
 MD1739'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MD1739'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  RM 1 AND RM2
 MD1739'HAVE BEEN DISTURBED AND ARE LAYING ON THEIR SIDES.  THE AZIMUTH MARK
 MD1739'COULD NOT BE LOCATED AFTER AN EXTENSIVE SEARCH AND WAS ASSUMED LOST
 MD1739'DUE TO ROAD CONSTRUCTION.
 MD1739'
 MD1739'THE STATION IS NOW LOCATED IN AN APPLE ORCHARD AND THE TO REACH NEEDS
 MD1739'THE FOLLOWING CHANGES.  FROM THE POINT WHERE THE OLD TO REACH SAYS TO
 MD1739'TURN LEFT INTO THE FARMYARD, TURN LEFT AND GO WEST ON THE NORTH SIDE
 MD1739'OF THE CIDER MILL AND ENTER AN ORCHARD, FOLLOW THE 2-TRACK ROAD TO THE
 MD1739'SOUTH FOR 0.15 MILES TO THE SOUTH EDGE OF THE ORCHARD.  TURN RIGHT
 MD1739'AND GO WEST ALONG THE SOUTH EDGE OF THE ORCHARD FOR 0.1 MILES TO THE
 MD1739'STATION IN THE SOUTHWEST CORNER OF THE ORCHARD.
 MD1739'OWNER IS NOW NICK  TERRY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD1738 ***********************************************************************
 MD1738  DESIGNATION -  FAIRFIELD USLS 1879
 MD1738  PID         -  MD1738
 MD1738  STATE/COUNTY-  MI/LENAWEE
 MD1738  COUNTRY     -  US
 MD1738  USGS QUAD   -  JASPER (2017)
 MD1738
 MD1738                         *CURRENT SURVEY CONTROL
 MD1738  ______________________________________________________________________
 MD1738* NAD 83(1994) POSITION- 41 48 56.23439(N) 084 02 36.16637(W)   ADJUSTED
 MD1738* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 MD1738  ______________________________________________________________________
 MD1738  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 MD1738  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 MD1738  HORZ ORDER      -  FIRST
 MD1738
 MD1738.The horizontal coordinates were established by classical geodetic methods
 MD1738.and adjusted by the National Geodetic Survey in February 1997.
 MD1738
 MD1738.The orthometric height was scaled from a topographic map.
 MD1738
 MD1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1738.GEOID18 height accuracy estimate available here.
 MD1738
 MD1738.Click photographs - Photos may exist for this station.
 MD1738
 MD1738.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1738
 MD1738. The following values were computed from the NAD 83(1994) position.
 MD1738
 MD1738;                    North         East     Units Scale Factor Converg.
 MD1738;SPC MI S     -    35,111.243 4,026,863.833   MT  1.00007944   +0 13 12.0
 MD1738;SPC MI S     -   115,194.37 13,211,495.52   iFT  1.00007944   +0 13 12.0
 MD1738;UTM  16      - 4,633,531.729   745,578.131   MT  1.00034219   +1 58 20.2
 MD1738;UTM  17      - 4,633,783.558   247,214.873   MT  1.00038640   -2 01 48.7
 MD1738
 MD1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1738!SPC MI S     -   0.99996787  x   1.00007944  =   1.00004730
 MD1738!UTM  16      -   0.99996787  x   1.00034219  =   1.00031004
 MD1738!UTM  17      -   0.99996787  x   1.00038640  =   1.00035425
 MD1738
 MD1738:                Primary Azimuth Mark                     Grid Az
 MD1738:SPC MI S     -  PITTSFORD RESET                          271 43 16.5
 MD1738:UTM  16      -  PITTSFORD RESET                          269 58 08.3
 MD1738:UTM  17      -  PITTSFORD RESET                          273 58 17.2
 MD1738
 MD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4557833531(NAD 83)
 MD1738
 MD1738|---------------------------------------------------------------------|
 MD1738| PID    Reference Object                     Distance      Geod. Az  |
 MD1738|                                                           dddmmss.s |
 MD1738| MD1746 PITTSFORD RESET                     APPROX.36.6 KM 2715628.5 |
 MD1738|---------------------------------------------------------------------|
 MD1738
 MD1738                          SUPERSEDED SURVEY CONTROL
 MD1738
 MD1738  NAD 83(1986)-  41 48 56.24125(N)    084 02 36.18245(W) AD(       ) 1
 MD1738  NAD 27      -  41 48 56.06200(N)    084 02 36.38700(W) AD(       ) 1
 MD1738  USSD        -  41 48 55.97400(N)    084 02 36.20000(W) AD(       ) 3
 MD1738
 MD1738.Superseded values are not recommended for survey control.
 MD1738
 MD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1738.See file dsdata.pdf to determine how the superseded data were derived.
 MD1738
 MD1738_MARKER: Z = SEE DESCRIPTION
 MD1738_SETTING: 0 = UNSPECIFIED SETTING
 MD1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1738
 MD1738  HISTORY     - Date     Condition        Report By
 MD1738  HISTORY     - 1879     MONUMENTED       USLS
 MD1738
 MD1738                          STATION DESCRIPTION
 MD1738
 MD1738'DESCRIBED BY US LAKE SURVEY 1879
 MD1738'ABOUT 6 MILES SOUTH OF ADRIAN, ABOUT 1/4 MILE NORTH OF VILLAGE OF
 MD1738'FAIRFIELD ABOUT 1-1/2 MILES NORTH OF RAILROAD
 MD1738'STATION FAIRFIELD (ON THE CHICAGO AND CANADA SOUTHERN R.R.), ON
 MD1738'SLIGHT RISE OF GROUND NEAR
 MD1738'NORTHEAST CORNER OF SEC. 3, T. 8 S., R. 3 E., FAIRFIELD TOWNSHIP.
 MD1738'MARK IS SMALL DRILL HOLE IN TOP OF
 MD1738'STONE POST, 2-1/2 FEET BELOW SURFACE OF GROUND, WITH
 MD1738'ANOTHER STONE POST DIRECTLY ABOVE AS SURFACE MARK.
 MD1738'REFERENCE MARKS ARE STONE
 MD1738'POSTS WITH LETTERS U.S. CUT ON TOPS, AT FOLLOWING DISTANCES AND
 MD1738'BEARINGS FROM STATION-
 MD1738'21.5 METERS (71 FEET), N. 81 DEG. 01 MIN. E., AND 36.0 METERS (118
 MD1738'FEET), N. 86 DEG. 25 MIN.  W. LENAWEE COUNTY- NE.
 MD1738'CORNER OF SEC. 3, T. 8 S., R. 3 E. (U.S.L.S.) MARKED WITH
 MD1738'STONE POST WITH LETTERS U.S. CUT ON TOP,
 MD1738'3 INCHES BELOW SURFACE OF GROUND, IS
 MD1738'203.0 METERS (666 FEET) FROM STATION ON BEARING N. 51 DEG.
 MD1738'44 MIN. E.  IN 1935 THIS STATION WAS
 MD1738'REPORTED LOST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0074 ***********************************************************************
 RJ0074  DESIGNATION -  FAIRVIEW
 RJ0074  PID         -  RJ0074
 RJ0074  STATE/COUNTY-  MI/CHIPPEWA
 RJ0074  COUNTRY     -  US
 RJ0074  USGS QUAD   -  PICKFORD (2017)
 RJ0074
 RJ0074                         *CURRENT SURVEY CONTROL
 RJ0074  ______________________________________________________________________
 RJ0074* NAD 83(1986) POSITION- 46 08 38.     (N) 084 15 33.     (W)   SCALED
 RJ0074* NAVD 88 ORTHO HEIGHT -   209.313 (meters)      686.72  (feet) ADJUSTED
 RJ0074  ______________________________________________________________________
 RJ0074  GEOID HEIGHT    -        -36.312 (meters)                     GEOID18
 RJ0074  DYNAMIC HEIGHT  -        209.321 (meters)      686.75  (feet) COMP
 RJ0074  MODELED GRAVITY -    980,648.9   (mgal)                       NAVD 88
 RJ0074
 RJ0074  VERT ORDER      -  FIRST     CLASS 0
 RJ0074
 RJ0074.The horizontal coordinates were scaled from a map and have
 RJ0074.an estimated accuracy of +/- 6 seconds.
 RJ0074
 RJ0074.The orthometric height was determined by differential leveling and
 RJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0074.in June 1991.
 RJ0074
 RJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0074.GEOID18 height accuracy estimate available here.
 RJ0074
 RJ0074.Click photographs - Photos may exist for this station.
 RJ0074
 RJ0074.The dynamic height is computed by dividing the NAVD 88
 RJ0074.geopotential number by the normal gravity value computed on the
 RJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0074.degrees latitude (g = 980.6199 gals.).
 RJ0074
 RJ0074.The modeled gravity was interpolated from observed gravity values.
 RJ0074
 RJ0074;                    North         East    Units  Estimated Accuracy
 RJ0074;SPC MI N     -   154,880.    8,211,700.      MT  (+/- 180 meters Scaled)
 RJ0074
 RJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS116136(NAD 83)
 RJ0074
 RJ0074                          SUPERSEDED SURVEY CONTROL
 RJ0074
 RJ0074  NGVD 29 (??/??/92)  209.269  (m)          686.58   (f) ADJ UNCH    1 0
 RJ0074
 RJ0074.Superseded values are not recommended for survey control.
 RJ0074
 RJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0074
 RJ0074_MARKER: B = BOLT
 RJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0074_PROJECTION: RECESSED 30 CENTIMETERS
 RJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0074+STABILITY: SURFACE MOTION
 RJ0074
 RJ0074  HISTORY     - Date     Condition        Report By
 RJ0074  HISTORY     - 1895     MONUMENTED       USLS
 RJ0074  HISTORY     - 1972     GOOD             USLS
 RJ0074  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0074
 RJ0074                          STATION DESCRIPTION
 RJ0074
 RJ0074'DESCRIBED BY US LAKE SURVEY 1972
 RJ0074'2.9 MI NW FROM STALWART.
 RJ0074'FAIRVIEW IS IN CHIPPEWA COUNTY, MICHIGAN, 2.9 MILES WEST AND
 RJ0074'NORTH ALONG HIGHWAY M-48 FROM THE POST OFFICE IN STALWART TO
 RJ0074'INTERSECTION OF FAIRVIEW ROAD, 1.1 MILE NORTH ALONG FAIRVIEW
 RJ0074'ROAD, 113 FEET SOUTHWEST OF SOUTHWEST CORNER OF DWELLING ON EAST
 RJ0074'SIDE OF ROAD, 84 FEET NORTH OF ROAD INTERSECTION, 56.8 FEET
 RJ0074'EAST OF TRIANGULAR BLAZE IN A 18-INCH MAPLE, 25.4 FEET WEST OF
 RJ0074'TRIANGULAR BLAZE IN 8-INCH BIRCH, 24.5 FEET SOUTHWEST OF
 RJ0074'TRIANGULAR BLAZE IN 18-INCH PINE, 19.5 FEET NORTHWEST OF
 RJ0074'TRIANGULAR BLAZE IN 10-INCH BIRCH, 12 FEET EAST OF CENTERLINE
 RJ0074'OF FAIRVIEW ROAD, 10.7 FEET WEST OF NORTH-SOUTH FENCELINE, 1-FOOT
 RJ0074'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0074'1/2-INCH IRON BOLT SET INTO A 6X6-INCH CONCRETE POST STAMPED US.
 RJ0074
 RJ0074                          STATION RECOVERY (1983)
 RJ0074
 RJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0074'NOT RECOVERED, PROBABLY GRADED OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0566 ***********************************************************************
 QL0566  DESIGNATION -  FAITHHORN
 QL0566  PID         -  QL0566
 QL0566  STATE/COUNTY-  MI/MENOMINEE
 QL0566  COUNTRY     -  US
 QL0566  USGS QUAD   -  FAITHORN (2017)
 QL0566
 QL0566                         *CURRENT SURVEY CONTROL
 QL0566  ______________________________________________________________________
 QL0566* NAD 83(1994) POSITION- 45 39 12.92492(N) 087 47 09.99382(W)   ADJUSTED
 QL0566* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 QL0566  ______________________________________________________________________
 QL0566  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 QL0566  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 QL0566  HORZ ORDER      -  SECOND
 QL0566
 QL0566.The horizontal coordinates were established by classical geodetic methods
 QL0566.and adjusted by the National Geodetic Survey in February 1997.
 QL0566
 QL0566.The orthometric height was scaled from a topographic map.
 QL0566
 QL0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0566.GEOID18 height accuracy estimate available here.
 QL0566
 QL0566.Click photographs - Photos may exist for this station.
 QL0566
 QL0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0566
 QL0566. The following values were computed from the NAD 83(1994) position.
 QL0566
 QL0566;                    North         East     Units Scale Factor Converg.
 QL0566;SPC MI N     -    97,028.836 7,938,729.743   MT  0.99996318   -0 34 05.5
 QL0566;SPC MI N     -   318,336.08 26,045,701.26   iFT  0.99996318   -0 34 05.5
 QL0566;SPC WI C     -   204,628.506   772,546.621   MT  1.00003288   +1 33 43.4
 QL0566;SPC WI C     -   671,352.02  2,534,596.71   sFT  1.00003288   +1 33 43.4
 QL0566;UTM  16      - 5,055,860.653   438,751.033   MT  0.99964612   -0 33 43.9
 QL0566
 QL0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0566!SPC MI N     -   0.99995959  x   0.99996318  =   0.99992277
 QL0566!SPC WI C     -   0.99995959  x   1.00003288  =   0.99999247
 QL0566!UTM  16      -   0.99995959  x   0.99964612  =   0.99960573
 QL0566
 QL0566:                Primary Azimuth Mark                     Grid Az
 QL0566:SPC MI N     -  FAITHHORN AZ MK                          133 13 54.2
 QL0566:SPC WI C     -  FAITHHORN AZ MK                          131 06 05.3
 QL0566:UTM  16      -  FAITHHORN AZ MK                          133 13 32.6
 QL0566
 QL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3875155860(NAD 83)
 QL0566
 QL0566|---------------------------------------------------------------------|
 QL0566| PID    Reference Object                     Distance      Geod. Az  |
 QL0566|                                                           dddmmss.s |
 QL0566| CJ4930 FAITHHORN RM 2                       31.572 METERS 02735     |
 QL0566| CJ4929 FAITHHORN AZ MK                                    1323948.7 |
 QL0566| QL0567 FAITHHORN RM 1                       29.778 METERS 26939     |
 QL0566|---------------------------------------------------------------------|
 QL0566
 QL0566                          SUPERSEDED SURVEY CONTROL
 QL0566
 QL0566  NAD 83(1991)-  45 39 12.92388(N)    087 47 09.99418(W) AD(       ) 2
 QL0566  NAD 83(1986)-  45 39 12.92458(N)    087 47 09.99520(W) AD(       ) 2
 QL0566  NAD 27      -  45 39 13.05600(N)    087 47 09.56100(W) AD(       ) 2
 QL0566
 QL0566.Superseded values are not recommended for survey control.
 QL0566
 QL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0566.See file dsdata.pdf to determine how the superseded data were derived.
 QL0566
 QL0566_MARKER: DS = TRIANGULATION STATION DISK
 QL0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0566_STAMPING: FAITHHORN 1954
 QL0566_MARK LOGO: CGS
 QL0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0566+STABILITY: SURFACE MOTION
 QL0566
 QL0566  HISTORY     - Date     Condition        Report By
 QL0566  HISTORY     - 1954     MONUMENTED       CGS
 QL0566
 QL0566                          STATION DESCRIPTION
 QL0566
 QL0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0566'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF POWERS, 10
 QL0566'MILES EAST OF PIMBINE AND AT THE SITE OF THE FAITHHORN L.O.T. MICH.
 QL0566'STATE FOREST SERVICE.  IT IS 85 FEET NORTHEAST OF THE SOUTHEAST LEG OF
 QL0566'THE LOOKOUT TOWER AND 5 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 QL0566'PROJECTS 6 INCHES AND THE DISK IS STAMPED FAITHHORN 1954.
 QL0566'
 QL0566'REFERENCE MARK NO 1 IS SET IN THE CENTER OF THE BASE OF THE FAITHHORN
 QL0566'LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QL0566'FAITHHORN NO 1 1954.
 QL0566'
 QL0566'A TRAVERSE CONNECTION WAS MADE FROM STATION FAITHHORN TO R.M. NO. 1
 QL0566'AND THE DISTANCE IS SHOWN ABOVE.
 QL0566'
 QL0566'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION.  THE MARK
 QL0566'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAITHHORN NO 2 1954.
 QL0566'
 QL0566'AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL
 QL0566'ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT NORTHWEST OF A WINTESS POST.
 QL0566'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAITHHORN 1954.
 QL0566'
 QL0566'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAYS 338 AND 577 AT THE SOUTH
 QL0566'EDGE OF FAITHHORN, GO SOUTH CROSSING A RAILROAD TRACK ON COUNTY
 QL0566'HIGHWAY 577 FOR 2.3 MILES TO A CROSSROADS, TURN RIGHT (WEST) FOR 2.15
 QL0566'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.2 MILE TO
 QL0566'AN IRON GATE ON THE RIGHT, TURN RIGHT (NORTH) THROUGHT THE GATE AND
 QL0566'FOLLOW A TRACK ROAD FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 QL0566'
 QL0566'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0567 ***********************************************************************
 QL0567  DESIGNATION -  FAITHHORN RM 1
 QL0567  PID         -  QL0567
 QL0567  STATE/COUNTY-  MI/MENOMINEE
 QL0567  COUNTRY     -  US
 QL0567  USGS QUAD   -  FAITHORN (2017)
 QL0567
 QL0567                         *CURRENT SURVEY CONTROL
 QL0567  ______________________________________________________________________
 QL0567* NAD 83(1994) POSITION- 45 39 12.91902(N) 087 47 11.36914(W)   ADJUSTED
 QL0567* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 QL0567  ______________________________________________________________________
 QL0567  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 QL0567  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 QL0567  HORZ ORDER      -  SECOND
 QL0567
 QL0567.The horizontal coordinates were established by classical geodetic methods
 QL0567.and adjusted by the National Geodetic Survey in February 1997.
 QL0567
 QL0567.The orthometric height was scaled from a topographic map.
 QL0567
 QL0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0567.GEOID18 height accuracy estimate available here.
 QL0567
 QL0567.Click photographs - Photos may exist for this station.
 QL0567
 QL0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0567
 QL0567. The following values were computed from the NAD 83(1994) position.
 QL0567
 QL0567;                    North         East     Units Scale Factor Converg.
 QL0567;SPC MI N     -    97,028.949 7,938,699.966   MT  0.99996318   -0 34 06.5
 QL0567;SPC MI N     -   318,336.45 26,045,603.56   iFT  0.99996318   -0 34 06.5
 QL0567;SPC WI C     -   204,627.512   772,516.859   MT  1.00003288   +1 33 42.5
 QL0567;SPC WI C     -   671,348.76  2,534,499.06   sFT  1.00003288   +1 33 42.5
 QL0567;UTM  16      - 5,055,860.763   438,721.265   MT  0.99964617   -0 33 44.9
 QL0567
 QL0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0567!SPC MI N     -   0.99995959  x   0.99996318  =   0.99992277
 QL0567!SPC WI C     -   0.99995959  x   1.00003288  =   0.99999247
 QL0567!UTM  16      -   0.99995959  x   0.99964617  =   0.99960578
 QL0567
 QL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3872155860(NAD 83)
 QL0567
 QL0567                          SUPERSEDED SURVEY CONTROL
 QL0567
 QL0567  NAD 83(1991)-  45 39 12.91799(N)    087 47 11.36950(W) AD(       ) 2
 QL0567  NAD 83(1986)-  45 39 12.91868(N)    087 47 11.37051(W) AD(       ) 2
 QL0567  NAD 27      -  45 39 13.05000(N)    087 47 10.93600(W) AD(       ) 2
 QL0567
 QL0567.Superseded values are not recommended for survey control.
 QL0567
 QL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0567.See file dsdata.pdf to determine how the superseded data were derived.
 QL0567
 QL0567_MARKER: DR = REFERENCE MARK DISK
 QL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0567_STAMPING: FAITHHORN NO 1 1954
 QL0567_MARK LOGO: CGS
 QL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0567+STABILITY: SURFACE MOTION
 QL0567
 QL0567  HISTORY     - Date     Condition        Report By
 QL0567  HISTORY     - 1954     MONUMENTED       CGS
 QL0567
 QL0567                          STATION DESCRIPTION
 QL0567
 QL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0567'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF POWERS,
 QL0567'10 MILES EAST OF PIMBINE AND
 QL0567'AT THE SITE OF THE FAITHHORN MICHIGAN STATE FOREST SERVICE LOOKOUT
 QL0567'TOWER.  IT IS A 4 LEGGED STEEL
 QL0567'STRUCTURE, 110 FEET HIGH WITH AN OBSERVATION BUILDING
 QL0567'A-TOP.  REFERENCE MARK NO 1 IS SET IN THE CENTER
 QL0567'OF THE BASE OF THE LOOKOUT TOWER.  THE
 QL0567'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAITHHORN NO 1 1954.
 QL0567'NOTE 11A
 QL0567'
 QL0567'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FAITHHORN
 QL0567'1954 AND THE DISTANCE IS
 QL0567'97.69 FEET OR 29.778 METERS.
 QL0567'
 QL0567'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAYS 338 AND 577 AT THE
 QL0567'SOUTH EDGE OF FAITHHORN, GO
 QL0567'SOUTH ON COUNTY HIGHWAY 577 FOR 2.3 MILES TO A CROSSROADS, TURN RIGHT
 QL0567'(WEST) FOR 2.15 MILES TO THE
 QL0567'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.2 MILE TO
 QL0567'AN IRON GATE ON THE RIGHT, TURN RIGHT (NORTH)
 QL0567'THROUGH THE GATE AND FOLLOW A TRACK ROAD
 QL0567'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0868 ***********************************************************************
 QK0868  DESIGNATION -  FALLPORT
 QK0868  PID         -  QK0868
 QK0868  STATE/COUNTY-  MI/CHARLEVOIX
 QK0868  COUNTRY     -  US
 QK0868  USGS QUAD   -  BOYNE FALLS (2017)
 QK0868
 QK0868                         *CURRENT SURVEY CONTROL
 QK0868  ______________________________________________________________________
 QK0868* NAD 83(2011) POSITION- 45 09 47.81339(N) 084 55 26.21668(W)   ADJUSTED
 QK0868* NAD 83(2011) ELLIP HT-   182.830 (meters)        (06/27/12)   ADJUSTED
 QK0868* NAD 83(2011) EPOCH   -  2010.00
 QK0868* NAVD 88 ORTHO HEIGHT -   217.8   (meters)      715.    (feet) GPS OBS
 QK0868  ______________________________________________________________________
 QK0868  NAVD 88 orthometric height was determined with an earlier geoid model
 QK0868  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 QK0868  NAD 83(2011) X  -    398,581.710 (meters)                     COMP
 QK0868  NAD 83(2011) Y  - -4,487,202.856 (meters)                     COMP
 QK0868  NAD 83(2011) Z  -  4,500,290.933 (meters)                     COMP
 QK0868  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 QK0868
 QK0868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0868  Standards:
 QK0868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0868  -------------------------------------------------------------------
 QK0868  NETWORK    1.01   1.41           0.48   0.31   0.72     -0.10591712
 QK0868  -------------------------------------------------------------------
 QK0868  Click here for local accuracies and other accuracy information.
 QK0868
 QK0868.This mark is at Boyne Mountain Airport (BFA)
 QK0868
 QK0868.The horizontal coordinates were established by GPS observations
 QK0868.and adjusted by the National Geodetic Survey in June 2012.
 QK0868
 QK0868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0868.been affixed to the stable North American tectonic plate. See 
 QK0868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0868
 QK0868.The horizontal coordinates are valid at the epoch date displayed above
 QK0868.which is a decimal equivalence of Year/Month/Day.
 QK0868
 QK0868.The orthometric height was determined by GPS observations and a
 QK0868.high-resolution geoid model.
 QK0868
 QK0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0868.GEOID18 height accuracy estimate available here.
 QK0868
 QK0868.Click photographs - Photos may exist for this station.
 QK0868
 QK0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0868
 QK0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0868
 QK0868.The ellipsoidal height was determined by GPS observations
 QK0868.and is referenced to NAD 83.
 QK0868
 QK0868. The following values were computed from the NAD 83(2011) position.
 QK0868
 QK0868;                    North         East     Units Scale Factor Converg.
 QK0868;SPC MI C     -   205,346.862 5,956,188.872   MT  0.99992006   -0 23 37.2
 QK0868;SPC MI C     -   673,710.18 19,541,302.07   iFT  0.99992006   -0 23 37.2
 QK0868;UTM  16      - 5,003,185.743   663,159.018   MT  0.99992733   +1 28 21.0
 QK0868
 QK0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0868!SPC MI C     -   0.99997134  x   0.99992006  =   0.99989140
 QK0868!UTM  16      -   0.99997134  x   0.99992733  =   0.99989867
 QK0868
 QK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6315903185(NAD 83)
 QK0868
 QK0868|---------------------------------------------------------------------|
 QK0868| PID    Reference Object                     Distance      Geod. Az  |
 QK0868|                                                           dddmmss.s |
 QK0868| QK0869 FALLPORT AZ MK                      398.801 METERS 34923     |
 QK0868|---------------------------------------------------------------------|
 QK0868
 QK0868                          SUPERSEDED SURVEY CONTROL
 QK0868
 QK0868  NAD 83(2007)-  45 09 47.81373(N)    084 55 26.21808(W) AD(2002.00) 0
 QK0868  ELLIP H (02/10/07)  182.858  (m)                       GP(2002.00)    
 QK0868  ELLIP H (07/12/02)  182.874  (m)                       GP(       ) 4 1
 QK0868  NAD 83(1994)-  45 09 47.81307(N)    084 55 26.21815(W) AD(       ) 1
 QK0868  ELLIP H (02/03/97)  182.873  (m)                       GP(       ) 4 1
 QK0868  ELLIP H (02/20/96)  183.273  (m)                       GP(       ) 1 1
 QK0868  NAD 83(1986)-  45 09 47.80760(N)    084 55 26.22479(W) AD(       ) 1
 QK0868  NAD 83(1986)-  45 09 47.80877(N)    084 55 26.21628(W) AD(       ) 3
 QK0868  NGVD 29 (12/10/93)  217.8    (m)  GEOID93  model used  GPS OBS        
 QK0868  NGVD 29 (03/27/91)  217.7    (m)  OSU 89B  model used  GPS OBS        
 QK0868
 QK0868.Superseded values are not recommended for survey control.
 QK0868
 QK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0868.See file dsdata.pdf to determine how the superseded data were derived.
 QK0868
 QK0868_MARKER: F = FLANGE-ENCASED ROD
 QK0868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0868_STAMPING: FALLPORT 1989
 QK0868_MARK LOGO: NGS
 QK0868_PROJECTION: FLUSH
 QK0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0868+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2023
 QK0868_ROD/PIPE-DEPTH: 28.0 meters
 QK0868_SLEEVE-DEPTH  : 1.0 meters
 QK0868
 QK0868  HISTORY     - Date     Condition        Report By
 QK0868  HISTORY     - 1989     MONUMENTED       NGS
 QK0868  HISTORY     - 19910715 GOOD             NGS
 QK0868  HISTORY     - 19930622 GOOD             NOS
 QK0868  HISTORY     - 19941026 GOOD             MIDT
 QK0868  HISTORY     - 20070920 GOOD             INDIV
 QK0868  HISTORY     - 20190930 SEE DESCRIPTION  INDIV
 QK0868  HISTORY     - 20230826 GOOD             WILWRK
 QK0868
 QK0868                          STATION DESCRIPTION
 QK0868
 QK0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0868'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHWEST OF BOYNE
 QK0868'FALLS, AT THE BOYNE FALLS BOYNE MOUNTAIN AIRPORT, IN THE NORTHWEST
 QK0868'ANGLE OF THE JUNCTION OF THE RUNWAY AND THE NORTHERN ONE OF TWO
 QK0868'CONNECTING TAXIWAYS.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC., C/O
 QK0868'AIRPORT MANAGER ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS MI
 QK0868'49713.  PHONE IS (616) 549-2441 EXT. 109.
 QK0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0868'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON
 QK0868'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0868'NORTHERLY FOR 0.7 KM (0.45 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0868'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 QK0868'NORTHERNMOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY.
 QK0868'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0868'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 QK0868'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0868'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0868'LOCATED 40.8 M (133.9 FT) NORTH FROM THE CURVING NORTH EDGE OF THE
 QK0868'NORTHERNMOST ONE OF TWO CONNECTING TAXIWAYS, 28.1 M (92.2 FT) WEST
 QK0868'FROM THE WEST EDGE OF THE RUNWAY, 16.4 M (53.8 FT) EAST FROM THE EAST
 QK0868'EDGE OF THE APRON AND 0.8 M (2.6 FT) SOUTH FROM A CARSONITE WITNESS
 QK0868'POST.
 QK0868'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0868'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0868
 QK0868                          STATION RECOVERY (1991)
 QK0868
 QK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0868'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTHWEST OF BOYNE FALLS,
 QK0868'AT THE BOYNE FALLS/BOYNE MOUNTAIN AIRPORT, IN THE NORTHWEST ANGLE OF
 QK0868'THE JUNCTION OF THE RUNWAY AND THE NORTHERN ONE OF TWO CONNECTING
 QK0868'TAXIWAYS.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC., C/O AIRPORT MANAGER
 QK0868'ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS, MI. 49713. PHONE
 QK0868'(616) 549-2441 EXT. 109.
 QK0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0868'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.7 MI) ON
 QK0868'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0868'NORTHERLY FOR 0.7 KM (0.4 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0868'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.1 MI) ON THE
 QK0868'NORTHERNMOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY.
 QK0868'LOCATED 40.8 M (133.9 FT) NORTH FROM THE CURVING NORTH EDGE OF THE
 QK0868'NORTHERNMOST ONE OF TWO CONNECTING TAXIWAYS, 28.1 M (92.2 FT) WEST
 QK0868'FROM THE WEST EDGE OF THE RUNWAY, 16.4 M (53.8 FT) EAST FROM THE EAST
 QK0868'EDGE OF THE APRON AND 0.8 M (2.6 FT) SOUTH FROM A CARSONITE WITNESS
 QK0868'POST.
 QK0868
 QK0868                          STATION RECOVERY (1993)
 QK0868
 QK0868'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0868'RECOVERED IN GOOD CONDITION.
 QK0868
 QK0868                          STATION RECOVERY (1994)
 QK0868
 QK0868'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0868'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 QK0868'IT IS IN THE SOUTHEAST 1/4 OF OF SECTION 16, T-32-N, R-5-W, BOYNE
 QK0868'VALLEY TOWNSHIP.  ABOUT 1.2 MI (1.9 KM) SOUTHWEST OF BOYNE FALLS AND
 QK0868'ON THE BOYNE FALLS, BOYNE MOUNTAIN AIRPORT.  AIRPORT MANAGER - ROBERT
 QK0868'NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS, MI 49713. (80003.1 KM)
 QK0868'PHONE (616)549-2441 EXT. 109. TO REACH FROM THE JUNCTION OF U.S.
 QK0868'HIGHWAY 131 AND STATE HIGHWAY M-75 IN BOYNE FALLS, GO SOUTHWEST FOR
 QK0868'0.7 MI (1.1 KM) ON U.S. HIGHWAY 131 TO A PAVED ROAD RIGHT, BOYNE
 QK0868'MOUNTAIN ROAD. TURN RIGHT AND GO WEST THEN NORTHERLY FOR 0.4 MI (0.6
 QK0868'KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ALONG THE
 QK0868'NORTHERN MOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ONTO A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY. STATION IS 133.9 FT (40.8
 QK0868'M) NORTH FROM THE CURVING NORTH EDGE OF THE NORTHERN MOST ONE OF TWO
 QK0868'CONNECTING TAXIWAYS, 92.2 FT (28.1 M) WEST FROM THE WEST EDGE OF THE
 QK0868'RUNWAY, 53.8 FT (16.4 M) EAST FROM THE EAST EDGE OF THE APRON, 13.3 FT
 QK0868'(4.1 M) SOUTHWESTERLY FROM THE FIRST RUNWAY MARKER LIGHT NORTH OF THE
 QK0868'NORTH TAXIWAY, AND 1.5 FT (0.5 M) EAST FROM A CARSONITE WITNESS POST.
 QK0868
 QK0868                          STATION RECOVERY (2007)
 QK0868
 QK0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (KTM)
 QK0868'NGS FALLPORT  A STAINLESS STEEL ROD COVERED BY A STANDARD NGS LOGO
 QK0868'COVER STAMPED 'FALLPORT 1989' FLUSH WITH THE GROUND
 QK0868'N50 E - 13.3' - RUNWAY LIGHT
 QK0868'EAST - 91' - WESTERLY EDGE OF AIRPORT RUNWAY
 QK0868'SOUTH - 134' - NORTHERLY EDGE OF AIRPORT TAXIWAY
 QK0868'WEST - 54' - EASTERLY EDGE OF AIRPORT TAXIWAY
 QK0868
 QK0868                          STATION RECOVERY (2019)
 QK0868
 QK0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0868'CARSONITE POST HAS BEEN REMOVED.  LOCATION FOUND THROUGH AERIAL PHOTO
 QK0868'AND GPS.  THIS IN A LARGE FIELD AMID AN APRON, TAXIWAY AND RUNWAY.
 QK0868'WHEN CAP WAS OPENED THE PVC PIPE CONTAINED A LARGE ANT'S NEST.  NEST
 QK0868'WAS CAREFULLY REMOVED TO EXPOSE TOP OF STEEL ROD.  EXCELLENT SATELLITE
 QK0868'VISIBILITY.  NO NEARBY BUILDINGS, TREES OR OBSTRUCTIONS.  SMALL RADIO
 QK0868'WEATHER TOWER APPROXIMATELY FIVE HUNDRED FEET AWAY.  NEW AIRPORT
 QK0868'MANAGER TONY PLUMB.
 QK0868
 QK0868                          STATION RECOVERY (2023)
 QK0868
 QK0868'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 QK0868'RECOVERED APPROXIMATELY AS DESCRIBED.  CARSONITE POST IS MISSING.
 QK0868'AIRPORT IS PRIVATELY OWNED AND DOES NOT HAVE A FULL-TIME MANAGER.
 QK0868'WITNESSES ARE APPROXIMATELY PACED MEASUREMENTS AND CARDINAL DIRECTIONS
 QK0868'ARE RELATIVE TO THE N10W ORIENTATION OF RUNWAY.  MARK IS 58 FT (17.7
 QK0868'M) EAST OF APRON, 140 FT (42.7 M) NORTH OF N EDGE TAXIWAY, 82 FT (25.0
 QK0868'M) WEST OF W EDGE RUNWAY, 12 FT (3.7 M) WEST OF EXTENDED CENTERLINE OF
 QK0868'MIDDLE OF THE HOLD SHORT LINE IN TAXIWAY, 110 FT (33.5 M) SOUTH OF
 QK0868'EXTENDED N EDGE OF APRON, 125 FT (38.1 M) SOUTHEAST FROM NE CORNER OF
 QK0868'APRON AND 94 FT (28.7 M) SOUTHWEST OF A RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0869 ***********************************************************************
 QK0869  DESIGNATION -  FALLPORT AZ MK
 QK0869  PID         -  QK0869
 QK0869  STATE/COUNTY-  MI/CHARLEVOIX
 QK0869  COUNTRY     -  US
 QK0869  USGS QUAD   -  BOYNE FALLS (2017)
 QK0869
 QK0869                         *CURRENT SURVEY CONTROL
 QK0869  ______________________________________________________________________
 QK0869* NAD 83(1994) POSITION- 45 10 00.51050(N) 084 55 29.58081(W)   NO CHECK
 QK0869* NAD 83(1994) ELLIP HT-   181.337 (meters)        (07/17/02)   NO CHECK
 QK0869* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) GPS OBS
 QK0869  ______________________________________________________________________
 QK0869  NAVD 88 orthometric height was determined with an earlier geoid model
 QK0869  GEOID HEIGHT    -        -34.982 (meters)                     GEOID18
 QK0869  NAD 83(1994) X  -    398,483.842 (meters)                     COMP
 QK0869  NAD 83(1994) Y  - -4,486,931.428 (meters)                     COMP
 QK0869  NAD 83(1994) Z  -  4,500,566.247 (meters)                     COMP
 QK0869  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 QK0869  HORZ ORDER      -  FIRST
 QK0869  ELLP ORDER      -  FOURTH    CLASS I
 QK0869
 QK0869.This mark is at Boyne Mountain Airport (BFA)
 QK0869
 QK0869.The horizontal coordinates were established by GPS observations
 QK0869.and adjusted by the National Geodetic Survey in February 1997.
 QK0869
 QK0869.No horizontal observational check was made to the station.
 QK0869
 QK0869.The orthometric height was determined by GPS observations and a
 QK0869.high-resolution geoid model.
 QK0869
 QK0869.No vertical observational check was made to the station.
 QK0869
 QK0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0869.GEOID18 height accuracy estimate available here.
 QK0869
 QK0869.Click photographs - Photos may exist for this station.
 QK0869
 QK0869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0869
 QK0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0869
 QK0869.The ellipsoidal height was determined by GPS observations
 QK0869.and is referenced to NAD 83.
 QK0869
 QK0869. The following values were computed from the NAD 83(1994) position.
 QK0869
 QK0869;                    North         East     Units Scale Factor Converg.
 QK0869;SPC MI C     -   205,739.297 5,956,118.106   MT  0.99992029   -0 23 39.6
 QK0869;SPC MI C     -   674,997.69 19,541,069.90   iFT  0.99992029   -0 23 39.6
 QK0869;UTM  16      - 5,003,575.668   663,075.509   MT  0.99992700   +1 28 18.9
 QK0869
 QK0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0869!SPC MI C     -   0.99997157  x   0.99992029  =   0.99989186
 QK0869!UTM  16      -   0.99997157  x   0.99992700  =   0.99989857
 QK0869
 QK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6307503575(NAD 83)
 QK0869
 QK0869|---------------------------------------------------------------------|
 QK0869| PID    Reference Object                     Distance      Geod. Az  |
 QK0869|                                                           dddmmss.s |
 QK0869| QK0868 FALLPORT                            398.801 METERS 16923     |
 QK0869|---------------------------------------------------------------------|
 QK0869
 QK0869                          SUPERSEDED SURVEY CONTROL
 QK0869
 QK0869  ELLIP H (02/03/97)  181.335  (m)                       GP(       ) 4 1
 QK0869  NAD 83(1986)-  45 10 00.50506(N)    084 55 29.58746(W) AD(       ) 1
 QK0869  NAD 83(1986)-  45 10 00.50430(N)    084 55 29.57884(W) AD(       ) 3
 QK0869  NGVD 29 (03/27/91)  216.4    (m)  OSU 89B  model used  GPS OBS        
 QK0869
 QK0869.Superseded values are not recommended for survey control.
 QK0869
 QK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0869.See file dsdata.pdf to determine how the superseded data were derived.
 QK0869
 QK0869_MARKER: I = METAL ROD
 QK0869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0869_STAMPING: FALLPORT AZ MK 1989
 QK0869_MARK LOGO: NGS
 QK0869_PROJECTION: FLUSH
 QK0869_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0869+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QK0869_ROD/PIPE-DEPTH: 28.0 meters
 QK0869_SLEEVE-DEPTH  : 1.0 meters
 QK0869
 QK0869  HISTORY     - Date     Condition        Report By
 QK0869  HISTORY     - 1989     MONUMENTED       NGS
 QK0869
 QK0869                          STATION DESCRIPTION
 QK0869
 QK0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0869'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHWEST OF BOYNE
 QK0869'FALLS, AT THE BOYNE FALLS BOYNE MOUNTAIN AIRPORT, ALONG THE WEST EDGE,
 QK0869'NEAR THE CENTER OF THE RUNWAY.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC.,
 QK0869'C/O AIRPORT MANAGER ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS
 QK0869'MI 49713.  PHONE IS (616) 549-2441 EXT. 109.
 QK0869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0869'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON
 QK0869'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0869'NORTHERLY FOR 0.7 KM (0.45 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0869'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 QK0869'NORTHERN MOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0869'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0869'RUNWAY.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO
 QK0869'THE STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS NORTH
 QK0869'FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN MOST ONE OF TWO
 QK0869'CONNECTING TAXIWAYS.
 QK0869'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0869'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 QK0869'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0869'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0869'LOCATED 31.6 M (103.7 FT) NORTH-NORTHWEST FROM THE 6TH RUNWAY LIGHT
 QK0869'NORTH FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN MOST ONE OF TWO
 QK0869'CONNECTING TAXIWAYS, 29.2 M (95.8 FT) SOUTH-SOUTHWEST FROM THE 7TH
 QK0869'RUNWAY LIGHT NORTH FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN
 QK0869'MOST ONE OF TWO CONNECTING TAXIWAYS, 27.5 M (90.2 FT) WEST FROM THE
 QK0869'WEST EDGE OF THE RUNWAY AND 0.9 M (3.0 FT) EAST FROM A CARSONITE
 QK0869'WITNESS POST.
 QK0869'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0869'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0213 ***********************************************************************
 OJ0213  DESIGNATION -  FALLS
 OJ0213  PID         -  OJ0213
 OJ0213  STATE/COUNTY-  MI/HURON
 OJ0213  COUNTRY     -  US
 OJ0213  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0213
 OJ0213                         *CURRENT SURVEY CONTROL
 OJ0213  ______________________________________________________________________
 OJ0213* NAD 83(1986) POSITION- 43 49 05.     (N) 082 38 09.     (W)   SCALED
 OJ0213* NAVD 88 ORTHO HEIGHT -   184.439 (meters)      605.11  (feet) ADJUSTED
 OJ0213  ______________________________________________________________________
 OJ0213  GEOID HEIGHT    -        -35.154 (meters)                     GEOID18
 OJ0213  DYNAMIC HEIGHT  -        184.408 (meters)      605.01  (feet) COMP
 OJ0213  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 OJ0213
 OJ0213  VERT ORDER      -  FIRST     CLASS 0
 OJ0213
 OJ0213.The horizontal coordinates were scaled from a map and have
 OJ0213.an estimated accuracy of +/- 6 seconds.
 OJ0213
 OJ0213.The orthometric height was determined by differential leveling and
 OJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0213.in June 1991.
 OJ0213
 OJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0213.GEOID18 height accuracy estimate available here.
 OJ0213
 OJ0213.Click photographs - Photos may exist for this station.
 OJ0213
 OJ0213.The dynamic height is computed by dividing the NAVD 88
 OJ0213.geopotential number by the normal gravity value computed on the
 OJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0213.degrees latitude (g = 980.6199 gals.).
 OJ0213
 OJ0213.The modeled gravity was interpolated from observed gravity values.
 OJ0213
 OJ0213;                    North         East    Units  Estimated Accuracy
 OJ0213;SPC MI S     -   258,930.    4,139,240.      MT  (+/- 180 meters Scaled)
 OJ0213
 OJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ684529(NAD 83)
 OJ0213
 OJ0213                          SUPERSEDED SURVEY CONTROL
 OJ0213
 OJ0213  NGVD 29 (11/26/84)  184.548  (m)          605.47   (f) ADJUSTED    1 0
 OJ0213
 OJ0213.Superseded values are not recommended for survey control.
 OJ0213
 OJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0213.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0213
 OJ0213_MARKER: I = METAL ROD
 OJ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0213_SP_SET: BRIDGE
 OJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0213
 OJ0213  HISTORY     - Date     Condition        Report By
 OJ0213  HISTORY     - 1970     MONUMENTED       USLS
 OJ0213  HISTORY     - 1970     GOOD             USLS
 OJ0213  HISTORY     - 1980     GOOD             NGS
 OJ0213  HISTORY     - 19991211 POOR             USPSQD
 OJ0213
 OJ0213                          STATION DESCRIPTION
 OJ0213
 OJ0213'DESCRIBED BY US LAKE SURVEY 1970
 OJ0213'2 MI S FROM HARBOR BEACH.
 OJ0213'FALLS IS IN HURON COUNTY, MICHIGAN, ABOUT 2.0 MILES SOUTH ON
 OJ0213'U.S. 25 OF THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD
 OJ0213'(U.S. 25) IN HARBOR BEACH, AT THE NORTHWEST END OF BRIDGE OVER
 OJ0213'ROCK FALLS CREEK, 0.9 FEET EAST OF THE EAST FACE OF THE NORTHERN
 OJ0213'CEMENT RAIL COLUMN OF THE WEST BRIDGE RAIL, 0.9 FEET WEST OF
 OJ0213'THE EAST EDGE AND 2.2 FEET SOUTH OF THE NORTH EDGE OF THE
 OJ0213'WEST BRIDGE RAIL CURB, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0213'HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM FALLS 1970
 OJ0213
 OJ0213                          STATION RECOVERY (1980)
 OJ0213
 OJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0213'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0213'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET IN THE NORTHWEST
 OJ0213'END OF A BRIDGE OVER ROCK FALLS CREEK, 5.2 METERS (17.0 FEET) WEST
 OJ0213'OF THE CENTER LINE OF THE HIGHWAY, 0.6 METER (2.2 FEET) SOUTH OF THE
 OJ0213'NORTH END OF THE WEST RAIL CURB, 0.3 METER (0.9 FOOT) EAST OF THE
 OJ0213'EAST FACE OF THE NOST NORTHERLY CONCRETE COLUMN.
 OJ0213'THE MARK IS 0.15 M ABOVE HIGHWAY.
 OJ0213
 OJ0213                          STATION RECOVERY (1999)
 OJ0213
 OJ0213'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0213'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0249 ***********************************************************************
 SG0249  DESIGNATION -  FALLS
 SG0249  PID         -  SG0249
 SG0249  STATE/COUNTY-  MI/KEWEENAW
 SG0249  COUNTRY     -  US
 SG0249  USGS QUAD   -  MALONE BAY (2017)
 SG0249
 SG0249                         *CURRENT SURVEY CONTROL
 SG0249  ______________________________________________________________________
 SG0249* NAD 83(1994) POSITION- 47 58 58.60065(N) 088 49 11.15451(W)   ADJUSTED
 SG0249* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) VERTCON3
 SG0249  ______________________________________________________________________
 SG0249  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 SG0249  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 SG0249  HORZ ORDER      -  THIRD
 SG0249
 SG0249.The horizontal coordinates were established by classical geodetic methods
 SG0249.and adjusted by the National Geodetic Survey in February 1997.
 SG0249
 SG0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0249
 SG0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0249.GEOID18 height accuracy estimate available here.
 SG0249
 SG0249.Click photographs - Photos may exist for this station.
 SG0249
 SG0249.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0249
 SG0249. The following values were computed from the NAD 83(1994) position.
 SG0249
 SG0249;                    North         East     Units Scale Factor Converg.
 SG0249;SPC MI N     -   357,236.776 7,864,119.672   MT  1.00034518   -1 18 55.1
 SG0249;SPC MI N     - 1,172,036.67 25,800,917.56   iFT  1.00034518   -1 18 55.1
 SG0249;UTM  16      - 5,316,006.927   364,211.312   MT  0.99982657   -1 21 07.9
 SG0249
 SG0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0249!SPC MI N     -   0.99997371  x   1.00034518  =   1.00031888
 SG0249!UTM  16      -   0.99997371  x   0.99982657  =   0.99980029
 SG0249
 SG0249:                Primary Azimuth Mark                     Grid Az
 SG0249:SPC MI N     -  RYAN                                     072 01 25.9
 SG0249:UTM  16      -  RYAN                                     072 03 38.7
 SG0249
 SG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU6421116006(NAD 83)
 SG0249
 SG0249|---------------------------------------------------------------------|
 SG0249| PID    Reference Object                     Distance      Geod. Az  |
 SG0249|                                                           dddmmss.s |
 SG0249| SG0250 RYAN                                APPROX. 5.0 KM 0704230.8 |
 SG0249|---------------------------------------------------------------------|
 SG0249
 SG0249                          SUPERSEDED SURVEY CONTROL
 SG0249
 SG0249  NAD 83(1986)-  47 58 58.56768(N)    088 49 11.09704(W) AD(       ) 3
 SG0249  NAD 27      -  47 58 59.00257(N)    088 49 10.84213(W) AD(       ) 3
 SG0249  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 SG0249
 SG0249.Superseded values are not recommended for survey control.
 SG0249
 SG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0249.See file dsdata.pdf to determine how the superseded data were derived.
 SG0249
 SG0249_MARKER: DD = SURVEY DISK
 SG0249_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SG0249_STAMPING: FALLS 1938
 SG0249_MARK LOGO: USLS
 SG0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0249+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2017
 SG0249
 SG0249  HISTORY     - Date     Condition        Report By
 SG0249  HISTORY     - 1938     MONUMENTED       CGS
 SG0249  HISTORY     - 20170729 GOOD             NPS
 SG0249
 SG0249                          STATION DESCRIPTION
 SG0249
 SG0249'DESCRIBED BY NATIONAL PARK SERVICE 2017 (LP)
 SG0249'THE STATION IS LOCATED ABOUT 47.5 MI (76.4 KM) NORTHWEST OF EAGLE
 SG0249'HARBOR, 19.2 MI (30.9 KM) SOUTHWEST OF ROCK HARBOR LODGE AND 16.4 MI
 SG0249'(26.4 KM) EAST-NORTHEAST OF WINDIGO.
 SG0249'
 SG0249'THE STATION IS LOCATED IN ISLE ROYALE NATIONAL PARK.  IT IS BETWEEN
 SG0249'SISIKIWIT LAKE AND MALONE BAY.  THE MARKER IS ON A CLIFF TOP THAT IS
 SG0249'COVERED IN REINDEER LICHEN AND MOSS, WITHIN A SPRUCE STAND.  THE CLIFF
 SG0249'SIDE FACES SOUTHWEST TO AN OPEN MEADOW BELOW.
 SG0249'
 SG0249'THIS BENCH MARK IS SURROUNDED BY A STACK OF ROCKS APPROXIMATELY 1 FT
 SG0249'(0.3 M) HIGH WITH AN OLD WOODEN PLANK LEANING AGAINST IT.  THE MARKER
 SG0249'IS 15 PACES NORTH FROM CLIFF EDGE AND THERE IS A 5 FT (1.5 M) (1.5 M)
 SG0249'DROP THAT RUNS PARALLEL WITH THE CLIFF 1 PACE NORTHWEST OF THE SITE.
 SG0249'THE SITE IS APPROXIMATELY 425 FT (129.5 M) FROM THE SHORELINE AT ITS
 SG0249'SHORTEST DISTANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0217 ***********************************************************************
 QJ0217  DESIGNATION -  FALSE
 QJ0217  PID         -  QJ0217
 QJ0217  STATE/COUNTY-  MI/CHIPPEWA
 QJ0217  COUNTRY     -  US
 QJ0217  USGS QUAD   -  MARBLE HEAD OE E (2017)
 QJ0217
 QJ0217                         *CURRENT SURVEY CONTROL
 QJ0217  ______________________________________________________________________
 QJ0217* NAD 83(1994) POSITION- 45 56 55.50727(N) 083 29 56.72537(W)   ADJUSTED
 QJ0217* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0217  ______________________________________________________________________
 QJ0217  GEOID HEIGHT    -        -37.259 (meters)                     GEOID18
 QJ0217  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 QJ0217  HORZ ORDER      -  THIRD
 QJ0217
 QJ0217.The horizontal coordinates were established by classical geodetic methods
 QJ0217.and adjusted by the National Geodetic Survey in February 1997.
 QJ0217
 QJ0217.The orthometric height was scaled from a topographic map.
 QJ0217
 QJ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0217.GEOID18 height accuracy estimate available here.
 QJ0217
 QJ0217.Click photographs - Photos may exist for this station.
 QJ0217
 QJ0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0217
 QJ0217. The following values were computed from the NAD 83(1994) position.
 QJ0217
 QJ0217;                    North         East     Units Scale Factor Converg.
 QJ0217;SPC MI N     -   135,522.077 8,271,332.329   MT  0.99991999   +2 31 49.5
 QJ0217;SPC MI N     -   444,626.24 27,136,917.09   iFT  0.99991999   +2 31 49.5
 QJ0217;SPC MI C     -   292,853.465 6,067,270.569   MT  1.00006707   +0 36 46.3
 QJ0217;SPC MI C     -   960,805.33 19,905,743.34   iFT  1.00006707   +0 36 46.3
 QJ0217;UTM  17      - 5,091,390.374   306,313.029   MT  1.00006121   -1 47 48.1
 QJ0217
 QJ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0217!SPC MI N     -   0.99997828  x   0.99991999  =   0.99989827
 QJ0217!SPC MI C     -   0.99997828  x   1.00006707  =   1.00004535
 QJ0217!UTM  17      -   0.99997828  x   1.00006121  =   1.00003949
 QJ0217
 QJ0217:                Primary Azimuth Mark                     Grid Az
 QJ0217:SPC MI N     -  REF MON 1 IBC ECC 1944                   168 07 07.8
 QJ0217:SPC MI C     -  REF MON 1 IBC ECC 1944                   170 02 11.0
 QJ0217:UTM  17      -  REF MON 1 IBC ECC 1944                   172 26 45.4
 QJ0217
 QJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0631391390(NAD 83)
 QJ0217
 QJ0217|---------------------------------------------------------------------|
 QJ0217| PID    Reference Object                     Distance      Geod. Az  |
 QJ0217|                                                           dddmmss.s |
 QJ0217| CH1125 FALSE RM 2                            5.486 METERS 09542     |
 QJ0217| CH1126 FALSE RM 3                            4.989 METERS 13805     |
 QJ0217| QJ0215 REF MON 1 IBC ECC 1944              APPROX. 4.8 KM 1703857.3 |
 QJ0217| CH1124 FALSE RM 1                            4.236 METERS 31242     |
 QJ0217|---------------------------------------------------------------------|
 QJ0217
 QJ0217                          SUPERSEDED SURVEY CONTROL
 QJ0217
 QJ0217  NAD 83(1986)-  45 56 55.49273(N)    083 29 56.72956(W) AD(       ) 3
 QJ0217  NAD 27      -  45 56 55.41800(N)    083 29 56.74300(W) AD(       ) 3
 QJ0217
 QJ0217.Superseded values are not recommended for survey control.
 QJ0217
 QJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0217.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0217
 QJ0217_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0217
 QJ0217  HISTORY     - Date     Condition        Report By
 QJ0217  HISTORY     - 1944     MONUMENTED       IBC
 QJ0217
 QJ0217                          STATION DESCRIPTION
 QJ0217
 QJ0217'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0217'AT ABOUT THE CENTER OF FALSE DETOUR PASSAGE, ON A ROUNDING POINT
 QJ0217'AT S EXTREMITY OF THE BAY BELOW MARBLE HEAD ON DRUMMOND ISLAND.  THE
 QJ0217'STATION IS ABOUT 12 FEET INSIDE THE CEDAR THICKET.
 QJ0217'
 QJ0217'STATION MARK--THE SURFACE MARK IS A STANDARD BRONZE I B C DISK IN
 QJ0217'THE USUAL CONCRETE CYLINDER, SET WITH TOP 8 INCHES ABOVE THE GROUND
 QJ0217'IN A LARGE CAIRN.  THE SUBSURFACE MARK IS A DRILL HOLE IN SOLID ROCK
 QJ0217'LEDGE 14 INCHES BELOW THE SURFACE.
 QJ0217'
 QJ0217'REFERENCE MARKS ARE DRILL HOLES IN ROCK.  REFERENCE MARK 1 IS IN A
 QJ0217'ROUNDED GRAY ROCK INSHORE FROM THE STATION.
 QJ0217'
 QJ0217'REFERENCE MARK 2 IS IN A LARGE ROCK IN THE UPSTREAM GROUP OF ROCKS
 QJ0217'AT EDGE OF CEDARS.
 QJ0217'
 QJ0217'REFERENCE MARK 3 IS IN THE UPPER ROCK OF THE GROUP DOWNSTREAM AT
 QJ0217'EDGE OF CEDARS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0216 ***********************************************************************
 QJ0216  DESIGNATION -  FALSE ECC
 QJ0216  PID         -  QJ0216
 QJ0216  STATE/COUNTY-  MI/CHIPPEWA
 QJ0216  COUNTRY     -  US
 QJ0216  USGS QUAD   -  MARBLE HEAD OE E (2017)
 QJ0216
 QJ0216                         *CURRENT SURVEY CONTROL
 QJ0216  ______________________________________________________________________
 QJ0216* NAD 83(1994) POSITION- 45 56 55.44941(N) 083 29 56.22945(W)   ADJUSTED
 QJ0216* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0216  ______________________________________________________________________
 QJ0216  GEOID HEIGHT    -        -37.259 (meters)                     GEOID18
 QJ0216  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 QJ0216  HORZ ORDER      -  THIRD
 QJ0216
 QJ0216.The horizontal coordinates were established by classical geodetic methods
 QJ0216.and adjusted by the National Geodetic Survey in February 1997.
 QJ0216
 QJ0216.The orthometric height was scaled from a topographic map.
 QJ0216
 QJ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0216.GEOID18 height accuracy estimate available here.
 QJ0216
 QJ0216.Click photographs - Photos may exist for this station.
 QJ0216
 QJ0216.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0216
 QJ0216. The following values were computed from the NAD 83(1994) position.
 QJ0216
 QJ0216;                    North         East     Units Scale Factor Converg.
 QJ0216;SPC MI N     -   135,520.764 8,271,343.077   MT  0.99992000   +2 31 49.9
 QJ0216;SPC MI N     -   444,621.93 27,136,952.35   iFT  0.99992000   +2 31 49.9
 QJ0216;SPC MI C     -   292,851.793 6,067,281.269   MT  1.00006707   +0 36 46.7
 QJ0216;SPC MI C     -   960,799.85 19,905,778.44   iFT  1.00006707   +0 36 46.7
 QJ0216;UTM  17      - 5,091,388.254   306,323.649   MT  1.00006116   -1 47 47.8
 QJ0216
 QJ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0216!SPC MI N     -   0.99997828  x   0.99992000  =   0.99989828
 QJ0216!SPC MI C     -   0.99997828  x   1.00006707  =   1.00004535
 QJ0216!UTM  17      -   0.99997828  x   1.00006116  =   1.00003944
 QJ0216
 QJ0216:                Primary Azimuth Mark                     Grid Az
 QJ0216:SPC MI N     -  HEAD                                     024 06 04.1
 QJ0216:SPC MI C     -  HEAD                                     026 01 07.3
 QJ0216:UTM  17      -  HEAD                                     028 25 41.8
 QJ0216
 QJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0632391388(NAD 83)
 QJ0216
 QJ0216|---------------------------------------------------------------------|
 QJ0216| PID    Reference Object                     Distance      Geod. Az  |
 QJ0216|                                                           dddmmss.s |
 QJ0216| QJ0213 HEAD                                APPROX. 3.9 KM 0263754.0 |
 QJ0216| QJ0217 FALSE                                10.829 METERS 27930     |
 QJ0216|---------------------------------------------------------------------|
 QJ0216
 QJ0216                          SUPERSEDED SURVEY CONTROL
 QJ0216
 QJ0216  NAD 83(1986)-  45 56 55.43488(N)    083 29 56.23366(W) AD(       ) 3
 QJ0216  NAD 27      -  45 56 55.36000(N)    083 29 56.24700(W) AD(       ) 3
 QJ0216
 QJ0216.Superseded values are not recommended for survey control.
 QJ0216
 QJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0216.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0216
 QJ0216_MARKER: H = DRILL HOLE
 QJ0216_SETTING: 80 = SET IN A BOULDER
 QJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0216+STABILITY: SURFACE MOTION
 QJ0216
 QJ0216  HISTORY     - Date     Condition        Report By
 QJ0216  HISTORY     - 1944     MONUMENTED       IBC
 QJ0216
 QJ0216                          STATION DESCRIPTION
 QJ0216
 QJ0216'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0216'AT ABOUT THE CENTER OF FALSE DETOUR PASSAGE, ON A ROUNDING POINT
 QJ0216'AT S EXTREMITY OF THE BAY BELOW MARBLE HEAD ON DRUMMOND ISLAND.  THE
 QJ0216'ECCENTRIC IS A SHALLOW DRILL HOLE IN A LARGE SOLID ROCK ON THE BEACH,
 QJ0216'6 FEET FROM THE WATER AND 1 FOOT ABOVE IT.  THIS BOULDER IS MOTTLED
 QJ0216'RED AND GRAY AND PROJECTS SLIGHTLY ABOVE THE SMALL STONES SURROUNDING
 QJ0216'IT.  THERE ARE SEVERAL LARGE BOULDERS IN TWO GROUPS INSHORE FROM THE
 QJ0216'ECCENTRIC, ONE UPSTREAM AND ONE BELOW THE STATION, AND LOCATED
 QJ0216'BETWEEN THE DENSE CEDAR THICKET AND THE SMALL SPRUCE FRINGE NEAR
 QJ0216'THE ECCENTRIC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0096 ***********************************************************************
 RJ0096  DESIGNATION -  FARM
 RJ0096  PID         -  RJ0096
 RJ0096  STATE/COUNTY-  MI/CHIPPEWA
 RJ0096  COUNTRY     -  US
 RJ0096  USGS QUAD   -  BARBEAU (2017)
 RJ0096
 RJ0096                         *CURRENT SURVEY CONTROL
 RJ0096  ______________________________________________________________________
 RJ0096* NAD 83(1986) POSITION- 46 19 44.     (N) 084 16 48.     (W)   SCALED
 RJ0096* NAVD 88 ORTHO HEIGHT -   191.493 (meters)      628.26  (feet) ADJUSTED
 RJ0096  ______________________________________________________________________
 RJ0096  GEOID HEIGHT    -        -36.501 (meters)                     GEOID18
 RJ0096  DYNAMIC HEIGHT  -        191.503 (meters)      628.29  (feet) COMP
 RJ0096  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0096
 RJ0096  VERT ORDER      -  FIRST     CLASS 0
 RJ0096
 RJ0096.The horizontal coordinates were scaled from a map and have
 RJ0096.an estimated accuracy of +/- 6 seconds.
 RJ0096
 RJ0096.The orthometric height was determined by differential leveling and
 RJ0096.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0096.in June 1991.
 RJ0096
 RJ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0096.GEOID18 height accuracy estimate available here.
 RJ0096
 RJ0096.Click photographs - Photos may exist for this station.
 RJ0096
 RJ0096.The dynamic height is computed by dividing the NAVD 88
 RJ0096.geopotential number by the normal gravity value computed on the
 RJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0096.degrees latitude (g = 980.6199 gals.).
 RJ0096
 RJ0096.The modeled gravity was interpolated from observed gravity values.
 RJ0096
 RJ0096;                    North         East    Units  Estimated Accuracy
 RJ0096;SPC MI N     -   175,370.    8,209,390.      MT  (+/- 180 meters Scaled)
 RJ0096
 RJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS093341(NAD 83)
 RJ0096
 RJ0096                          SUPERSEDED SURVEY CONTROL
 RJ0096
 RJ0096.No superseded survey control is available for this station.
 RJ0096
 RJ0096_MARKER: I = METAL ROD
 RJ0096_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RJ0096_MARK LOGO: USLS
 RJ0096_PROJECTION: RECESSED 31 CENTIMETERS
 RJ0096_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0096_ROD/PIPE-DEPTH: 3.0 meters
 RJ0096
 RJ0096  HISTORY     - Date     Condition        Report By
 RJ0096  HISTORY     - 1969     MONUMENTED       USLS
 RJ0096  HISTORY     - 1972     GOOD             USLS
 RJ0096  HISTORY     - 1983     GOOD             NGS
 RJ0096
 RJ0096                          STATION DESCRIPTION
 RJ0096
 RJ0096'DESCRIBED BY US LAKE SURVEY 1972
 RJ0096'2.8 MI N FROM BARBEAU.
 RJ0096'FARM IS IN CHIPPEWA COUNTY, MICHIGAN, 2.8 MILES NORTH OF POST
 RJ0096'OFFICE AT BARBEAU, ON EAST SIDE OF RIVERSIDE ROAD, 187 FEET
 RJ0096'NORTH OF THE CENTER OF EAST END OF 6-FOOT DIAMETER METAL CULVERT,
 RJ0096'174.7 FEET NORTH OF A FENCE CORNER, 49.7 FEET EAST OF A CUT-OFF
 RJ0096'UTILITY POLE, 0.9 FEET WEST OF NORTH-SOUTH FENCELINE, 1-FOOT
 RJ0096'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0096'1-1/2 INCH IRON ROD, 10 FEET LONG.
 RJ0096
 RJ0096                          STATION RECOVERY (1983)
 RJ0096
 RJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 RJ0096'(2.8 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0096'14.3 METERS (47.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 57.0 METERS
 RJ0096'(187.0 FT) NORTH OF THE CENTER OF THE EAST END OF A 6 FEET DIAMETER
 RJ0096'METAL CULVERT, 53.3 METERS (174.7 FT) NORTH OF A CORNER FENCE POST,
 RJ0096'14.9 METERS (49.0 FT) EAST OF A CUT-OFF UTILITY POLE, AND 0.27 METERS
 RJ0096'(0.9 FT) WEST OF A NORTH-SOUTH FENCE LINE.
 RJ0096'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0828 ***********************************************************************
 QK0828  DESIGNATION -  FARMERS
 QK0828  PID         -  QK0828
 QK0828  STATE/COUNTY-  MI/CHARLEVOIX
 QK0828  COUNTRY     -  US
 QK0828  USGS QUAD   -  CHARLEVOIX (2017)
 QK0828
 QK0828                         *CURRENT SURVEY CONTROL
 QK0828  ______________________________________________________________________
 QK0828* NAD 83(1994) POSITION- 45 15 27.63084(N) 085 20 29.99877(W)   ADJUSTED
 QK0828* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 QK0828  ______________________________________________________________________
 QK0828  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 QK0828  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 QK0828  HORZ ORDER      -  THIRD
 QK0828
 QK0828.The horizontal coordinates were established by classical geodetic methods
 QK0828.and adjusted by the National Geodetic Survey in February 1997.
 QK0828
 QK0828.The orthometric height was scaled from a topographic map.
 QK0828
 QK0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0828.GEOID18 height accuracy estimate available here.
 QK0828
 QK0828.Click photographs - Photos may exist for this station.
 QK0828
 QK0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0828
 QK0828. The following values were computed from the NAD 83(1994) position.
 QK0828
 QK0828;                    North         East     Units Scale Factor Converg.
 QK0828;SPC MI C     -   216,146.027 5,923,477.088   MT  0.99992773   -0 41 19.5
 QK0828;SPC MI C     -   709,140.51 19,433,979.95   iFT  0.99992773   -0 41 19.5
 QK0828;UTM  16      - 5,012,913.131   630,114.766   MT  0.99980816   +1 10 41.0
 QK0828
 QK0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0828!SPC MI C     -   0.99996772  x   0.99992773  =   0.99989545
 QK0828!UTM  16      -   0.99996772  x   0.99980816  =   0.99977588
 QK0828
 QK0828:                Primary Azimuth Mark                     Grid Az
 QK0828:SPC MI C     -  FARMERS AZ MK                            066 55 05.0
 QK0828:UTM  16      -  FARMERS AZ MK                            065 03 04.5
 QK0828
 QK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3011412913(NAD 83)
 QK0828
 QK0828|---------------------------------------------------------------------|
 QK0828| PID    Reference Object                     Distance      Geod. Az  |
 QK0828|                                                           dddmmss.s |
 QK0828| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 9.2 KM 0423537.2 |
 QK0828| CH1127 FARMERS AZ MK                                      0661345.5 |
 QK0828| CH1128 FARMERS RM 1                          7.637 METERS 08233     |
 QK0828| CH1129 FARMERS RM 2                          6.020 METERS 26112     |
 QK0828|---------------------------------------------------------------------|
 QK0828
 QK0828                          SUPERSEDED SURVEY CONTROL
 QK0828
 QK0828  NAD 83(1986)-  45 15 27.62676(N)    085 20 29.99731(W) AD(       ) 3
 QK0828  NAD 27      -  45 15 27.60000(N)    085 20 29.74800(W) AD(       ) 3
 QK0828
 QK0828.Superseded values are not recommended for survey control.
 QK0828
 QK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0828.See file dsdata.pdf to determine how the superseded data were derived.
 QK0828
 QK0828_MARKER: DS = TRIANGULATION STATION DISK
 QK0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0828_STAMPING: FARMERS 1956
 QK0828_MARK LOGO: CGS
 QK0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0828+STABILITY: SURFACE MOTION
 QK0828
 QK0828  HISTORY     - Date     Condition        Report By
 QK0828  HISTORY     - 1956     MONUMENTED       CGS
 QK0828  HISTORY     - 1967     GOOD             CGS
 QK0828  HISTORY     - 1974     GOOD             USLS
 QK0828
 QK0828                          STATION DESCRIPTION
 QK0828
 QK0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0828'THE STATION IS ABOUT 5 MILES SOUTHWEST OF CHARLEVOIX, 5 MILES NORTH OF
 QK0828'ATWOOD, 1 MILE EAST OF THE EAST SHORE OF LAKE MICHIGAN, 0.1 MILE EAST
 QK0828'OF U.S. HIGHWAY 31, ON THE NORTH SIDE OF A GRAVEL ROAD, ON PROPERTY
 QK0828'OWNED BY MR. ELMER M. LYON.  IT IS 35 FEET NORTH OF THE CENTERLINE OF
 QK0828'THE GRAVEL ROAD, 17 FEET NORTHWEST OF A TELEPHONE POLE, 50 FEET WEST
 QK0828'OF AN 8 INCH ELM TREE, 3 FEET SOUTH OF A FENCE LINE AND 3 FEET
 QK0828'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 QK0828'DISK IS STAMPED FARMERS 1956.
 QK0828'
 QK0828'TO REACH THE STATION FROM THE DRAW BRIDGE IN CHARLEVOIX, GO
 QK0828'SOUTHWESTERLY ON U.S.  HIGHWAY 31 FOR 6.2 MILES TO A SIDE ROAD LEFT
 QK0828'AND A SMALL WHITE SCHOOLHOUSE ON THE LEFT.  TURN LEFT AND GO EAST ON A
 QK0828'GRAVEL ROAD, UP HILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 QK0828'STATION ON THE LEFT.
 QK0828'
 QK0828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL ROAD
 QK0828'FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.2 MILE
 QK0828'TO THE MARK ON THE LEFT.
 QK0828'
 QK0828'REFERENCE MARK 1 IS 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26
 QK0828'FEET NORTHWEST OF AN 8 INCH ELM TREE, 23 FEET NORTHEAST OF A TELEPHONE
 QK0828'POLE AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 QK0828'IS STAMPED FARMERS NO 1 1956.
 QK0828'
 QK0828'REFERENCE MARK 2 IS 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 31
 QK0828'FEET WEST OF A TELEPHONE POLE AND 18 FEET SOUTHWEST OF A WHITE WITNESS
 QK0828'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FARMERS NO 2
 QK0828'1956.
 QK0828'
 QK0828'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0828'12 FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A WHITE WITNESS POST
 QK0828'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QK0828'DISK IS STAMPED FARMERS 1956.
 QK0828'
 QK0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0828
 QK0828                          STATION RECOVERY (1967)
 QK0828
 QK0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0828'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0828
 QK0828                          STATION RECOVERY (1974)
 QK0828
 QK0828'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0828'DESCRIPTION OF STATION WAS ADEQUATE TO REACH SITE.  THE STATION AND RM
 QK0828'1 AND RM 2 ARE LOST AND PRESUMED DESTROYED.  THE ROAD BANK HAS BEEN
 QK0828'CUT BACK APPROX. 45 FEET FROM THE CENTERLINE OF THE ROAD.  A SEARCH
 QK0828'WAS MADE FOR THE MONUMENTS BUT NONE COULD BE FOUND.  ALL LANDMARKS IN
 QK0828'THE IMMEDIATE VICINITY ARE GONE.  A SEARCH FOR THE AZIMUTH MARK WAS
 QK0828'NOT MADE.
 QK0828'
 QK0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST OF
 QK0828'CHARLEVOIX, MICH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1438 ***********************************************************************
 NE1438  DESIGNATION -  FARMINGTON CHILDRENS HOSP TANK
 NE1438  PID         -  NE1438
 NE1438  STATE/COUNTY-  MI/OAKLAND
 NE1438  COUNTRY     -  US
 NE1438  USGS QUAD   -  REDFORD (2017)
 NE1438
 NE1438                         *CURRENT SURVEY CONTROL
 NE1438  ______________________________________________________________________
 NE1438* NAD 83(1994) POSITION- 42 27 02.95269(N) 083 21 15.00181(W)   ADJUSTED
 NE1438  ______________________________________________________________________
 NE1438  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 NE1438  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 NE1438  HORZ ORDER      -  THIRD
 NE1438
 NE1438.The horizontal coordinates were established by classical geodetic methods
 NE1438.and adjusted by the National Geodetic Survey in February 1997.
 NE1438
 NE1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1438.GEOID18 height accuracy estimate available here.
 NE1438
 NE1438.Click photographs - Photos may exist for this station.
 NE1438
 NE1438.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1438
 NE1438. The following values were computed from the NAD 83(1994) position.
 NE1438
 NE1438;                    North         East     Units Scale Factor Converg.
 NE1438;SPC MI S     -   106,115.612 4,083,284.262   MT  0.99993542   +0 41 20.5
 NE1438;SPC MI S     -   348,148.33 13,396,601.91   iFT  0.99993542   +0 41 20.5
 NE1438;UTM  17      - 4,702,517.410   306,410.739   MT  1.00006112   -1 35 22.0
 NE1438
 NE1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0641002517(NAD 83)
 NE1438
 NE1438                          SUPERSEDED SURVEY CONTROL
 NE1438
 NE1438  NAD 83(1986)-  42 27 02.95846(N)    083 21 15.03135(W) AD(       ) 3
 NE1438  NAD 27      -  42 27 02.83000(N)    083 21 15.28000(W) AD(       ) 3
 NE1438
 NE1438.Superseded values are not recommended for survey control.
 NE1438
 NE1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1438.See file dsdata.pdf to determine how the superseded data were derived.
 NE1438
 NE1438_MARKER: 53 = ELEVATED TANK
 NE1438
 NE1438  HISTORY     - Date     Condition        Report By
 NE1438  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1438
 NE1438                          STATION DESCRIPTION
 NE1438
 NE1438'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0294 ***********************************************************************
 QJ0294  DESIGNATION -  FARRIER
 QJ0294  PID         -  QJ0294
 QJ0294  STATE/COUNTY-  MI/MONTMORENCY
 QJ0294  COUNTRY     -  US
 QJ0294  USGS QUAD   -  HILLMAN (2017)
 QJ0294
 QJ0294                         *CURRENT SURVEY CONTROL
 QJ0294  ______________________________________________________________________
 QJ0294* NAD 83(1994) POSITION- 45 00 38.85179(N) 083 55 15.69434(W)   ADJUSTED
 QJ0294* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 QJ0294  ______________________________________________________________________
 QJ0294  GEOID HEIGHT    -        -36.083 (meters)                     GEOID18
 QJ0294  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 QJ0294  HORZ ORDER      -  SECOND
 QJ0294
 QJ0294.The horizontal coordinates were established by classical geodetic methods
 QJ0294.and adjusted by the National Geodetic Survey in February 1997.
 QJ0294
 QJ0294.The orthometric height was scaled from a topographic map.
 QJ0294
 QJ0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0294.GEOID18 height accuracy estimate available here.
 QJ0294
 QJ0294.Click photographs - Photos may exist for this station.
 QJ0294
 QJ0294.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0294
 QJ0294. The following values were computed from the NAD 83(1994) position.
 QJ0294
 QJ0294;                    North         East     Units Scale Factor Converg.
 QJ0294;SPC MI C     -   188,347.606 6,035,127.524   MT  0.99991340   +0 18 53.3
 QJ0294;SPC MI C     -   617,938.34 19,800,287.15   iFT  0.99991340   +0 18 53.3
 QJ0294;UTM  17      - 4,988,300.759   269,821.586   MT  1.00025153   -2 04 00.4
 QJ0294;UTM  16      - 4,988,762.084   742,624.774   MT  1.00032390   +2 10 43.1
 QJ0294
 QJ0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0294!SPC MI C     -   0.99996021  x   0.99991340  =   0.99987362
 QJ0294!UTM  17      -   0.99996021  x   1.00025153  =   1.00021173
 QJ0294!UTM  16      -   0.99996021  x   1.00032390  =   1.00028410
 QJ0294
 QJ0294:                Primary Azimuth Mark                     Grid Az
 QJ0294:SPC MI C     -  FARRIER AZ MK                            157 11 11.8
 QJ0294:UTM  17      -  FARRIER AZ MK                            159 34 05.5
 QJ0294:UTM  16      -  FARRIER AZ MK                            155 19 22.0
 QJ0294
 QJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6982188300(NAD 83)
 QJ0294
 QJ0294|---------------------------------------------------------------------|
 QJ0294| PID    Reference Object                     Distance      Geod. Az  |
 QJ0294|                                                           dddmmss.s |
 QJ0294| QJ0368 FARRIER RM 1                         27.278 METERS 04553     |
 QJ0294| QJ0369 FARRIER RM 2                         27.921 METERS 13341     |
 QJ0294| QJ0370 FARRIER AZ MK                       439.703 METERS 1573005.1 |
 QJ0294|---------------------------------------------------------------------|
 QJ0294
 QJ0294                          SUPERSEDED SURVEY CONTROL
 QJ0294
 QJ0294  NAD 83(1986)-  45 00 38.84274(N)    083 55 15.69467(W) AD(       ) 2
 QJ0294  NAD 27      -  45 00 38.80900(N)    083 55 15.71300(W) AD(       ) 2
 QJ0294
 QJ0294.Superseded values are not recommended for survey control.
 QJ0294
 QJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0294.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0294
 QJ0294_MARKER: DS = TRIANGULATION STATION DISK
 QJ0294_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QJ0294_STAMPING: FARRIER 1956
 QJ0294_MARK LOGO: CGS
 QJ0294_PROJECTION: FLUSH
 QJ0294_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0294+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1983
 QJ0294
 QJ0294  HISTORY     - Date     Condition        Report By
 QJ0294  HISTORY     - 1956     MONUMENTED       CGS
 QJ0294  HISTORY     - 1956     GOOD             CGS
 QJ0294  HISTORY     - 1971     GOOD             USGS
 QJ0294  HISTORY     - 19831103 GOOD             NGS
 QJ0294  HISTORY     - 19831104 GOOD             NGS
 QJ0294  HISTORY     - 20011205 GOOD             NGS
 QJ0294
 QJ0294                          STATION DESCRIPTION
 QJ0294
 QJ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0294'THE STATION IS LOCATED ABOUT 11 MILES EAST OF ATLANTA, ABOUT 4 MILES
 QJ0294'SOUTH OF HILLMAN, ON THE WEST SIDE OF FARRIER ROAD AND ON THE PROPERTY
 QJ0294'OF MR. ERVIN FARRIER.  IT IS ON THE NORTH SIDE OF A GRAVEL PIT, 37
 QJ0294'FEET WEST OF THE CENTER LINE OF FARRIER ROAD, 25 FEET NORTH OF THE
 QJ0294'CENTER LINE OF A GRAVEL DRIVEWAY, 10.5 FEET WEST OF A WHITE WITNESS
 QJ0294'POST AND 9 FEET NORTH OF A 16 INCH TWIN MAPLE TREE WITH A TRIANGULAR
 QJ0294'BLAZE ON THE EAST SIDE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QJ0294'STAMPED FARRIER 1956.
 QJ0294'
 QJ0294'TO REACH THE STATION FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN
 QJ0294'HILLMAN, GO SOUTH ON A PAVED ROAD FOR 0.25 MILE TO THE JUNCTION OF M
 QJ0294'32.  CONTINUE SOUTH AND WEST ON M 32 FOR 3.7 MILES TO A GRAVEL
 QJ0294'CROSSROAD (FARRIER ROAD)   TURN LEFT AND GO SOUTH ON FARRIER ROAD FOR
 QJ0294'0.45 MILE TO THE GRAVEL PIT ON THE RIGHT AND THE STATION ON THE RIGHT.
 QJ0294'
 QJ0294'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON FARRIER ROAD
 QJ0294'FOR 0.25 MILE TO A GRAVEL DRIVEWAY LEFT.  TURN LEFT AND GO EAST ON THE
 QJ0294'GRAVEL DRIVEWAY FOR 0.1 MILE TO MR. IRA SOPERS HOUSE AND THE MARK IN
 QJ0294'THE WEST EDGE OF THE YARD.
 QJ0294'
 QJ0294'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTER LINE OF FARRIER ROAD, 1
 QJ0294'FOOT WEST OF A FENCE AND 27 FEET NORTH OF A 30 INCH ELM TREE.  THE
 QJ0294'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FARRIER NO 1 1956.
 QJ0294'
 QJ0294'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTER LINE OF FARRIER ROAD, 1
 QJ0294'FOOT WEST OF A FENCE AND 17 FEET NORTH OF A 36 INCH ELM TREE.  THE
 QJ0294'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FARRIER NO 2 1956.
 QJ0294'
 QJ0294'THE AZIMUTH MARK IS 76 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 QJ0294'HOUSE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL DRIVEWAY AND
 QJ0294'40 FEET WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 QJ0294'STAMPED FARRIER 1956.
 QJ0294'
 QJ0294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QJ0294
 QJ0294                          STATION RECOVERY (1956)
 QJ0294
 QJ0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QJ0294'RECOVERED IN GOOD CONDITION.
 QJ0294
 QJ0294                          STATION RECOVERY (1971)
 QJ0294
 QJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QJ0294'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QJ0294'
 QJ0294'DISTANCES AND DIRECTIONS CHECKED O.K.
 QJ0294'
 QJ0294'ORIGINAL DESCRIPTION IS ADEQUATE.
 QJ0294
 QJ0294                          STATION RECOVERY (1983)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QJ0294'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 QJ0294'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND THE ANGLE BETWEEN THE
 QJ0294'REFERENCE MARKS CHECKED THE 1956 DATA.  THE TO REACH FOR THIS STATION
 QJ0294'IS STILL ADEQUATE.
 QJ0294'
 QJ0294'THE STATION IS A STANDARD CGS DISK STAMPED--FARRIER 1956--, SET INTO
 QJ0294'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER,
 QJ0294'PROJECTING 2 INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 QJ0294'11.278 METERS (37.001 FT) WEST FROM THE CENTERLINE OF FARRIER ROAD,
 QJ0294'7.620 METERS (25.000 FT) SOUTH FROM THE ENTRANCE GATE TO GRAVEL PIT
 QJ0294'AND 0.610 METERS (2.001 FT) EAST FROM A WITNESS POST.
 QJ0294'
 QJ0294'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--FARRIER NO 1
 QJ0294'1956--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 QJ0294'(35 CM) IN DIAMETER, PROJECTING 2 INCHES (6 CM) ABOVE THE GROUND.  THE
 QJ0294'STATION IS LOCATED 8.534 METERS (27.999 FT) EAST FROM THE CENTERLINE
 QJ0294'OF FARRIER ROAD AND 0.610 METERS (2.001 FT) SOUTH FROM A WITNESS
 QJ0294'POST AND LEVEL WITH THE STATION.
 QJ0294'
 QJ0294'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--FARRIER NO 2
 QJ0294'1956--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 QJ0294'(35 CM) IN DIAMTER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE
 QJ0294'STATION IS LOCATED 7.9 METERS (25.9 FT) EAST FROM THE CENTERLINE OF
 QJ0294'FARRIER ROAD AND 0.6 METERS (2.0 FT) WEST FROM A WITNESS POST AND
 QJ0294'LEVEL WITH THE STATION.
 QJ0294'
 QJ0294'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK STAMPED--FARRIER
 QJ0294'1956--,  SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH
 QJ0294'WITH GROUND.  LOCATED 76.0 FT (23.2 M) WEST FROM THE NORTHWEST CORNER
 QJ0294'OF A FARM HOUSE 40.0 FT (12.2 M) WEST FROM A UTILITY POLE AND 18.0 FT
 QJ0294'(5.5 M) NORTHEAST FROM THE CENTERLINE OF THE GRAVEL DRIVEWAY.  A
 QJ0294'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FARRIER 1956
 QJ0294'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT. HEIGHT OF LIGHT ABOVE
 QJ0294'STATION MARK WAS 1.62 METERS. THE STATION IS LOCATED ABOUT 11 MILES
 QJ0294'(17.7 KM) EAST OF ATLANTA 4 MILES (6.4 KM) SOUTH OF HILLMAN ON
 QJ0294'PROPERTY OF MR IRA SOPER WHO LIVES AT THE STATION.  TO REACH THE
 QJ0294'STATION FROM THE BRIDGE OVER THE THUNDER BAY RIVER BRIDGE IN HILLMAN
 QJ0294'GO SOUTH ON STATE STREET FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF
 QJ0294'STATE HIGHWAY M 32.  CONTINUE SOUTH AND WEST ON HIGHWAY M 32 FOR 3.7
 QJ0294'MILES (6.0 KM) TO A GRAVELED CROSSROAD, FARRIER ROAD.  TURN LEFT AND
 QJ0294'GO SOUTH ON FARRIER ROAD FOR 0.7 MILE (1.1 KM) TO A GRAVEL DRIVEWAY
 QJ0294'LEFT. TURN LEFT ONTO DRIVEWAY AND GO WEST FOR 0.1 MILE (0.2 KM) TO
 QJ0294'STATION ON RIGHT AS DESCRIBED.
 QJ0294
 QJ0294                          STATION RECOVERY (1983)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0294'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 17.7 KM (11.0 MI) EAST
 QJ0294'OF ATLANTA, 6.4 KM (4.0 MI) SOUTH OF HILLMAN, ON THE WEST SIDE OF
 QJ0294'FARRIER ROAD AND ON PROPERTY OF MR. ERVIN FARRIER.
 QJ0294'
 QJ0294'TO REACH FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN HILLMAN, GO
 QJ0294'SOUTH ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF STATE
 QJ0294'ROUTE M-32.  CONTINUE SOUTH AND WEST ON M-32 FOR 5.95 KM (3.70 MI) TO
 QJ0294'A GRAVEL CROSSROAD (FARRIER ROAD)   TURN LEFT AND GO SOUTH ON FARRIER
 QJ0294'ROAD FOR 0.72 KM (0.45 MI) TO A GRAVEL PIT ON RIGHT AND THE STATION ON
 QJ0294'THE RIGHT AS DESCRIBED.
 QJ0294'
 QJ0294'STATION PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND.  IT IS 27.921 M
 QJ0294'(91.604 FT) NORTHWEST FROM FARRIER NO 2 1956, 27.278 M (89.495 FT)
 QJ0294'SOUTHWEST FROM FARRIER NO 1 1956, 11.278 M (37.001 FT) WEST FROM THE
 QJ0294'CENTER OF FARRIER ROAD, 7.620 M (25.000 FT) SOUTH FROM THE ENTRANCE
 QJ0294'GATE TO THE GRAVEL PIT AND 0.610 M (2.001 FT) EAST FROM A WITNESS
 QJ0294'POST.
 QJ0294'
 QJ0294'A TRAVERSE CONNECTION WAS MADE TO STATION FARRIER AZ MK 1956 USING
 QJ0294'ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF TARGET SHOWN ABOVE
 QJ0294'THE MARK WAS 1.5 METERS.  RECOVERY BY RONALD L. RAMSEY, NGS-GEODETIC
 QJ0294'ADVISOR-MICHIGAN.
 QJ0294
 QJ0294                          STATION RECOVERY (2001)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0370 ***********************************************************************
 QJ0370  DESIGNATION -  FARRIER AZ MK
 QJ0370  PID         -  QJ0370
 QJ0370  STATE/COUNTY-  MI/MONTMORENCY
 QJ0370  COUNTRY     -  US
 QJ0370  USGS QUAD   -  HILLMAN (2017)
 QJ0370
 QJ0370                         *CURRENT SURVEY CONTROL
 QJ0370  ______________________________________________________________________
 QJ0370* NAD 83(1994) POSITION- 45 00 25.69211(N) 083 55 08.01108(W)   NO CHECK
 QJ0370* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 QJ0370  ______________________________________________________________________
 QJ0370  GEOID HEIGHT    -        -36.078 (meters)                     GEOID18
 QJ0370  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 QJ0370  HORZ ORDER      -  THIRD
 QJ0370
 QJ0370.The horizontal coordinates were established by classical geodetic methods
 QJ0370.and adjusted by the National Geodetic Survey in February 1997.
 QJ0370
 QJ0370.No horizontal observational check was made to the station.
 QJ0370
 QJ0370.The orthometric height was scaled from a topographic map.
 QJ0370
 QJ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0370.GEOID18 height accuracy estimate available here.
 QJ0370
 QJ0370.Click photographs - Photos may exist for this station.
 QJ0370
 QJ0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0370
 QJ0370. The following values were computed from the NAD 83(1994) position.
 QJ0370
 QJ0370;                    North         East     Units Scale Factor Converg.
 QJ0370;SPC MI C     -   187,942.335 6,035,297.996   MT  0.99991332   +0 18 58.7
 QJ0370;SPC MI C     -   616,608.71 19,800,846.44   iFT  0.99991332   +0 18 58.7
 QJ0370;UTM  17      - 4,987,888.615   269,975.122   MT  1.00025066   -2 03 54.5
 QJ0370;UTM  16      - 4,988,362.407   742,808.411   MT  1.00032500   +2 10 48.0
 QJ0370
 QJ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0370!SPC MI C     -   0.99996075  x   0.99991332  =   0.99987407
 QJ0370!UTM  17      -   0.99996075  x   1.00025066  =   1.00021140
 QJ0370!UTM  16      -   0.99996075  x   1.00032500  =   1.00028574
 QJ0370
 QJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6997587888(NAD 83)
 QJ0370
 QJ0370                          SUPERSEDED SURVEY CONTROL
 QJ0370
 QJ0370  NAD 83(1986)-  45 00 25.78020(N)    083 55 07.68882(W) AD(       ) 3
 QJ0370
 QJ0370.Superseded values are not recommended for survey control.
 QJ0370
 QJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0370.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0370
 QJ0370_MARKER: DZ = AZIMUTH MARK DISK
 QJ0370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QJ0370_STAMPING: FARRIER 1956
 QJ0370_MARK LOGO: CGS
 QJ0370_PROJECTION: FLUSH
 QJ0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0370+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1983
 QJ0370
 QJ0370  HISTORY     - Date     Condition        Report By
 QJ0370  HISTORY     - 1956     MONUMENTED       CGS
 QJ0370  HISTORY     - 19831104 GOOD             NGS
 QJ0370  HISTORY     - 20011205 MARK NOT FOUND   NGS
 QJ0370
 QJ0370                          STATION DESCRIPTION
 QJ0370
 QJ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0370'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 17.7 KM (11.0 MI) EAST
 QJ0370'OF ATLANTA, 6.4 KM (4.0 MI) SOUTH OF HILLMAN, ON THE WEST SIDE OF
 QJ0370'FARRIER ROAD AND ON PROPERTY OF MR. ERVIN FARRIER.
 QJ0370'TO REACH FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN HILLMAN, GO
 QJ0370'SOUTH ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF STATE
 QJ0370'ROUTE M-32.  CONTINUE SOUTH AND WEST ON M-32 FOR 5.95 KM (3.70 MI) TO
 QJ0370'A GRAVEL CROSSROAD (FARRIER ROAD).  TURN LEFT AND GO SOUTH ON FARRIER
 QJ0370'ROAD FOR 0.72 KM (0.45 MI) TO A GRAVEL PIT ON RIGHT AND STATION
 QJ0370'FARRIER 1956 ON THE RIGHT.  CONTINUE SOUTH ON FARRIER ROAD FOR 0.40
 QJ0370'KM (0.25 MI) TO A GRAVEL DRIVEWAY LEFT.  TURN LEFT ONTO DRIVEWAY AND
 QJ0370'GO EAST FOR 0.16 KM (0.10 MI) TO MARK ON RIGHT BY HOUSE AS DESCRIBED.
 QJ0370'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS 23.165 M
 QJ0370'(76.001 FT) WEST FROM THE NORTHWEST CORNER OF A FRAME HOUSE, 12.192 M
 QJ0370'(40.000 FT) WEST FROM A UTILITY POLE AND 5.486 M (17.999 FT)
 QJ0370'NORTHEAST FROM THE CENTER OF GRAVEL DRIVEWAY.
 QJ0370'A TRAVERSE CONNECTION WAS MADE TO STATION FARRIER 1956 USING
 QJ0370'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QJ0370'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0370'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0370
 QJ0370                          STATION RECOVERY (2001)
 QJ0370
 QJ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0592 ***********************************************************************
 OK0592  DESIGNATION -  FARWELL LOOKOUT TOWER
 OK0592  PID         -  OK0592
 OK0592  STATE/COUNTY-  MI/CLARE
 OK0592  COUNTRY     -  US
 OK0592  USGS QUAD   -  WOODS (2017)
 OK0592
 OK0592                         *CURRENT SURVEY CONTROL
 OK0592  ______________________________________________________________________
 OK0592* NAD 83(1994) POSITION- 43 51 19.57728(N) 084 57 39.96876(W)   ADJUSTED
 OK0592  ______________________________________________________________________
 OK0592  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 OK0592  LAPLACE CORR    -         -6.30  (seconds)                    DEFLEC18
 OK0592  HORZ ORDER      -  THIRD
 OK0592
 OK0592.The horizontal coordinates were established by classical geodetic methods
 OK0592.and adjusted by the National Geodetic Survey in February 1997.
 OK0592
 OK0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0592.GEOID18 height accuracy estimate available here.
 OK0592
 OK0592.Click photographs - Photos may exist for this station.
 OK0592
 OK0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0592
 OK0592. The following values were computed from the NAD 83(1994) position.
 OK0592
 OK0592;                    North         East     Units Scale Factor Converg.
 OK0592;SPC MI C     -    60,046.503 5,952,203.027   MT  1.00009124   -0 25 11.7
 OK0592;SPC MI C     -   197,002.96 19,528,225.15   iFT  1.00009124   -0 25 11.7
 OK0592;SPC MI S     -   261,821.680 3,952,204.940   MT  1.00005057   -0 24 16.3
 OK0592;SPC MI S     -   858,995.01 12,966,551.64   iFT  1.00005057   -0 24 16.3
 OK0592;UTM  16      - 4,857,837.362   663,864.617   MT  0.99993027   +1 24 46.6
 OK0592
 OK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP6386457837(NAD 83)
 OK0592
 OK0592                          SUPERSEDED SURVEY CONTROL
 OK0592
 OK0592  NAD 83(1986)-  43 51 19.57358(N)    084 57 39.97854(W) AD(       ) 3
 OK0592  NAD 27      -  43 51 19.49928(N)    084 57 39.93560(W) AD(       ) 3
 OK0592
 OK0592.Superseded values are not recommended for survey control.
 OK0592
 OK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0592.See file dsdata.pdf to determine how the superseded data were derived.
 OK0592
 OK0592_MARKER: 57 = LOOKOUT TOWER
 OK0592
 OK0592  HISTORY     - Date     Condition        Report By
 OK0592  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0592
 OK0592                          STATION DESCRIPTION
 OK0592
 OK0592'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0516 ***********************************************************************
 QL0516  DESIGNATION -  FEICH
 QL0516  PID         -  QL0516
 QL0516  STATE/COUNTY-  MI/MENOMINEE
 QL0516  COUNTRY     -  US
 QL0516  USGS QUAD   -  WALLACE (2017)
 QL0516
 QL0516                         *CURRENT SURVEY CONTROL
 QL0516  ______________________________________________________________________
 QL0516* NAD 83(1994) POSITION- 45 17 19.23147(N) 087 33 36.89641(W)   ADJUSTED
 QL0516* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 QL0516  ______________________________________________________________________
 QL0516  GEOID HEIGHT    -        -36.884 (meters)                     GEOID18
 QL0516  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 QL0516  HORZ ORDER      -  FIRST
 QL0516
 QL0516.The horizontal coordinates were established by classical geodetic methods
 QL0516.and adjusted by the National Geodetic Survey in February 1997.
 QL0516
 QL0516.The orthometric height was scaled from a topographic map.
 QL0516
 QL0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0516.GEOID18 height accuracy estimate available here.
 QL0516
 QL0516.Click photographs - Photos may exist for this station.
 QL0516
 QL0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0516
 QL0516. The following values were computed from the NAD 83(1994) position.
 QL0516
 QL0516;                    North         East     Units Scale Factor Converg.
 QL0516;SPC MI N     -    56,323.170 7,956,046.567   MT  1.00005272   -0 24 17.8
 QL0516;SPC MI N     -   184,787.30 26,102,514.98   iFT  1.00005272   -0 24 17.8
 QL0516;SPC WI C     -   164,594.356   791,363.052   MT  0.99996660   +1 43 17.2
 QL0516;SPC WI C     -   540,006.65  2,596,330.28   sFT  0.99996660   +1 43 17.2
 QL0516;UTM  16      - 5,015,172.043   456,066.105   MT  0.99962373   -0 23 53.4
 QL0516
 QL0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0516!SPC MI N     -   0.99997255  x   1.00005272  =   1.00002527
 QL0516!SPC WI C     -   0.99997255  x   0.99996660  =   0.99993915
 QL0516!UTM  16      -   0.99997255  x   0.99962373  =   0.99959629
 QL0516
 QL0516:                Primary Azimuth Mark                     Grid Az
 QL0516:SPC MI N     -  FEICH AZ MK RESET                        276 20 39.9
 QL0516:SPC WI C     -  FEICH AZ MK RESET                        274 13 04.9
 QL0516:UTM  16      -  FEICH AZ MK RESET                        276 20 15.5
 QL0516
 QL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5606615172(NAD 83)
 QL0516
 QL0516|---------------------------------------------------------------------|
 QL0516| PID    Reference Object                     Distance      Geod. Az  |
 QL0516|                                                           dddmmss.s |
 QL0516| CJ4939 FEICH RM 1                           37.305 METERS 02701     |
 QL0516| CJ4942 FEICH RM 3 RESET                     42.242 METERS 02735     |
 QL0516| CJ4941 FEICH RM 3                                         05754     |
 QL0516| CJ4938 FEICH AZ MK 3                                      0875247.8 |
 QL0516| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX.21.4 KM 1872715.9 |
 QL0516| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX.21.4 KM 1873523.6 |
 QL0516| QL0525 MENOMINEE SUP SUGAR CO STACK        APPROX.21.4 KM 1902432.2 |
 QL0516| QL0522 MENOMINEE SUP SUGAR CO STACK        APPROX.21.4 KM 1904737.3 |
 QL0516| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX.20.5 KM 1920550.4 |
 QL0516| CJ4937 FEICH AZ MK RESET                                  2755622.1 |
 QL0516| CJ4936 FEICH AZ MK                                        2761924.7 |
 QL0516| CJ4940 FEICH RM 2                           57.772 METERS 28844     |
 QL0516|---------------------------------------------------------------------|
 QL0516
 QL0516                          SUPERSEDED SURVEY CONTROL
 QL0516
 QL0516  NAD 83(1991)-  45 17 19.23128(N)    087 33 36.89615(W) AD(       ) 1
 QL0516  NAD 83(1986)-  45 17 19.23034(N)    087 33 36.89608(W) AD(       ) 1
 QL0516  NAD 27      -  45 17 19.31000(N)    087 33 36.48900(W) AD(       ) 1
 QL0516
 QL0516.Superseded values are not recommended for survey control.
 QL0516
 QL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0516.See file dsdata.pdf to determine how the superseded data were derived.
 QL0516
 QL0516_MARKER: DS = TRIANGULATION STATION DISK
 QL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0516_STAMPING: FEICH 1934
 QL0516_MARK LOGO: CGS
 QL0516_PROJECTION: RECESSED 30 CENTIMETERS
 QL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0516+STABILITY: SURFACE MOTION
 QL0516
 QL0516  HISTORY     - Date     Condition        Report By
 QL0516  HISTORY     - 1934     MONUMENTED       CGS
 QL0516  HISTORY     - 1950     GOOD             USLS
 QL0516  HISTORY     - 1954     GOOD             CGS
 QL0516  HISTORY     - 1964     GOOD             CGS
 QL0516  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0516  HISTORY     - 20010410 MARK NOT FOUND   MIDT
 QL0516
 QL0516                          STATION DESCRIPTION
 QL0516
 QL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0516'ABOUT 20 MILES EAST-SOUTHEAST OF WAUSAUKEE, WIS., ABOUT 13 MILES
 QL0516'NORTH-NORTHEAST OF MENOMINEE, AND ABOUT 3 MILES EAST OF CARBONDALE, IN
 QL0516'NE 1/4 SEC. 6, T. 33 N., R. 26 W., ON LAND OWNED BY PAUL FEICH.  TO
 QL0516'REACH FROM JUNCTION OF U.S. ROUTE 41 AND STATE ROUTE 35 IN DOWNTOWN
 QL0516'MENOMINEE, FOLLOW U.S. ROUTE 41 NORTH 11.75 MILES TO COUNTY ROUTE 338,
 QL0516'WHICH IS SIDE ROAD TO EAST, TURN EAST ONTO ROUTE 338 AND GO 3.7 MILES
 QL0516'TO RIDGE AND STATION SITE ON SOUTH.  STATION IS AT CREST OF
 QL0516'NORTH-AND-SOUTH RIDGE, 99 FEET SOUTHWEST OF YELLOW TURN SIGN ON SIDE
 QL0516'OF ROAD, 86 FEET SOUTH OF CENTER LINE OF COUNTY ROUTE 338, 60 FEET
 QL0516'SOUTH OF TELEPHONE POLE, 57 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE,
 QL0516'AND 10 FEET NORTH OF 12-INCH WHITE BIRCH STUMP.  SURFACE AND
 QL0516'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1B AND
 QL0516'7A, UPPER MARK IS 12 INCHES BELOW SURFACE OF GROUND.  REFERENCE AND
 QL0516'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A,
 QL0516'PROJECTING 3 INCHES ABOVE GROUND.
 QL0516'
 QL0516'NO. 1 IS 27 FEET NORTH OF CENTER LINE OF ROAD, 13 FEET WEST OF 5-INCH
 QL0516'POPLAR TREE, 1 FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE, AND 122.39 FEET
 QL0516'FROM STATION IN AZIMUTH 207 DEG 01 MIN.
 QL0516'
 QL0516'NO. 2 IS 25 FEET SOUTH OF CENTER LINE OF ROAD, 15 FEET WEST OF
 QL0516'TELEPHONE POLE, 1 FOOT SOUTH OF SOUTH RIGHT-OF-WAY FENCE, AND 189.54
 QL0516'FEET FROM STATION IN AZIMUTH 108 DEG 44 MIN.  DISTANCE BETWEEN
 QL0516'REFERENCE MARKS IS 239.99 FEET.
 QL0516'
 QL0516'AZIMUTH MARK IS 150 FEET WEST OF ST.  MARKS EVANGELICAL LUTHERAN
 QL0516'CHURCH, 21 FEET NORTH OF CENTER LINE OF COUNTY ROUTE 338, AND
 QL0516'APPROXIMATELY 0.2 MILE FROM STATION IN AZIMUTH 96 DEG 19 MIN 30 SEC.
 QL0516
 QL0516                          STATION RECOVERY (1950)
 QL0516
 QL0516'RECOVERY NOTE BY US LAKE SURVEY 1950
 QL0516'STATION MARK ABOUT 1 FT. BELOW THE GROUND SURFACE WAS FOUND TO BE IN
 QL0516'GOOD CONDITION.  THE UNDERGROUND MARK WAS NOT UNCOVERED.  THE
 QL0516'REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1
 QL0516'IS VERY NEAR THE EDGE OF A CAVING BANK AND MAY ROLL DOWN TO THE
 QL0516'ROADWAY IF EROSION CONTINUES.  THE DESCRIPTION WAS FOUND TO BE
 QL0516'SUBSTANTIALLY CORRECT.
 QL0516'
 QL0516'STATION IS 13 MILES N-NE OF MENOMINEE, ON THE RIDGE IN A CLEARED
 QL0516'FIELD.  TREES TO THE S AND ACROSS THE ROAD TO THE N.  HEIGHT OF
 QL0516'STATION TO CLEAR THE IMMEDIATE SURROUNDINGS IS 30 FT.
 QL0516'
 QL0516'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 35 IN
 QL0516'THE N PART OF MENOMINEE, PROCEED N ALONG U.S. HIGHWAY 41 FOR 9.7 MILES
 QL0516'TO COUNTY ROAD 338, THENCE LEFT (E) ALONG COUNTY ROAD 338 FOR 3.6
 QL0516'MILES TO THE RIDGE, THENCE S FOR 86 FT. TO THE STATION.
 QL0516'
 QL0516'MILEAGES FROM THE STATION ARE MEASURED FROM THE SAME JUNCTION REFERRED
 QL0516'TO IN THE DESCRIPTION OF ROCHEREAU.  THE DISCREPANCY OF 2 MI. WITH
 QL0516'THAT IN S.P. 214 IS DUE TO THE FACT THAT THE MEASUREMENT WAS FROM THE
 QL0516'JUNCTION AT OGDEN AND JENKINS, 2 MI.  FARTHER S.
 QL0516
 QL0516                          STATION RECOVERY (1954)
 QL0516
 QL0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0516'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND
 QL0516'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 QL0516'HAVE BEEN DESTROYED BY WIDENING OF THE ROAD.  A NEW AZIMUTH MARK AND A
 QL0516'REFERENCE MARK NO. 3 WERE ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE
 QL0516'DISTANCE TO REFERENCE MARK NO. 2 BUT THE DIRECTION WAS CEHECKED.
 QL0516'REFERENCE MARK NO. 3 IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 QL0516'COUNTY ROUTE 338, AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 QL0516'AND THE DISK IS STAMPED FEICH NO 3 1934.  NOTE 11A.  AZIMUTH MARK IS
 QL0516'32 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 5 FEET EAST OF POWER
 QL0516'POLE AND 1 FOOT EAST OF WITNESS POST.  THE MARK PROJETS ABOUT 5 INCHES
 QL0516'AND THE DISK IS STAMPED FEICH 1934 RESET 1954.  NOTE 16A.
 QL0516'
 QL0516'TO REACH FROM THE CAUTION LIGHT IN THE EAST EDGE OF STEPHENSON GO
 QL0516'SOUTH ON U.S. 41 FOR 10.0 MILES TO JUNCTION OF COUNTY ROUTE 338.  TURN
 QL0516'LEFT AND GO EAST, NORTH AND EAST ON COUNTY ROUTE 338 FOR 3.3 MILES TO
 QL0516'AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE
 QL0516'EAST FOR 0.3 MILE TO STATION ON RIGHT ON SMALL RIDGE AS DESCRIBED.
 QL0516'
 QL0516'1954 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 QL0516
 QL0516                          STATION RECOVERY (1964)
 QL0516
 QL0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 QL0516'RECOVERED STATION MARK, TWO REFERENCE MARKS, AND TWO AZIMUTH MARKS IN
 QL0516'GOOD CONDITION EXCEPT 1934 AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 QL0516'ENDANGERED BY EROSION.  THE 1954 AZIMUTH MARK NOW HEAVILY OBSTRUCTED
 QL0516'WAS DESTROYED AS WAS 1934 AZIMUTH MARK AND REFERENCE MARK NO. 1.
 QL0516'AZIMUTH MARK 1964 AND REFERENCE MARK NO. 3 WERE SET.
 QL0516'
 QL0516'ABOUT 0.7 MILE NORTHEASTERLY AND THEN 10.9 MILES N ALONG NO. 41 U.S.
 QL0516'HWY FROM CENTER OF BRIDGE AND STATE LINE BETWEEN MARINETEE, WISCONSIN,
 QL0516'AND MENOMINEE, MICHIGAN, TO CARBONDALE CROSSROADS, THENCE 2.0 MILES E
 QL0516'ON ARTHUR BAY ROAD, 1.0 MILES N AND 0.65 MILE E ON NO. 338 HWY.
 QL0516'(COUNTY) TO RIDGE AND STATION ON RIGHT, 84 FEET S OF CENTER LINE OF
 QL0516'20-FOOT ASPHALT PAVEMENT, 7 FEET HIGHER THAN SAME, ON CREST OF SHARP
 QL0516'RIDGE, STANDARD DISKS STAMPED FEICH 1934 IN A NOTE MARK, THE UPPER
 QL0516'MARK A FOOT UNDERGROUND.
 QL0516'
 QL0516'REFERENCE STAMPED FEICH NO 2 1934, NOTE 11A, PROJECTS 0.2 FOOT, IS
 QL0516'190.0 FEET (57.91 METERS) WNW FROM STATION, 26 FEET S OF CENTER LINE
 QL0516'OF ROAD, ABOUT LEVEL WITH SAME, 13 FEET W OF TELEPHONE POLE, THE 190
 QL0516'FEET MEASURED ON SLOPE DOWN FROM THE STATION.
 QL0516'
 QL0516'REFERENCE STAMPED FEICH NO 3 1934 1964, NOTE 11A, PROJECTS 0.2 FOOT,
 QL0516'IS 138.59 FEET (42.242 METERS) NNE FROM STATION, ON CREST OF RIDGE, 39
 QL0516'FEET N OF CENTER LINE OF HWY., 4.7 FEET HIGHER THAN SAME, AND 2.3 FEET
 QL0516'W OF STEEL WITNESS POST.
 QL0516'
 QL0516'AZIMUTH MARK STAMPED FEICH RESET 1964, NOTE 16B, FLUSH, IS ABOUT 0.4
 QL0516'MILE E FROM STATION, ABOUT 82 FEET W OF CENTER LINE OF DRIVEWAY THRU
 QL0516'ROCK GATE ON N SIDE OF HWY., 32 FEET N OF CENTER LINE OF GRAVELED
 QL0516'ROAD, 0.7 FOOT HIGHER THAN SAME, AND 2.0 FEET W OF STEEL WITNESS POST.
 QL0516
 QL0516                          STATION RECOVERY (2001)
 QL0516
 QL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0516
 QL0516                          STATION RECOVERY (2001)
 QL0516
 QL0516'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0516'THE RIDGE AT THE SITE OF THE STATION MARK HAS BEEN COMPLETELY
 QL0516'EXCAVATED TO LEVEL WITH THE ROAD AND SOUTH APPROX. 300 FT RESULTING IN
 QL0516'DESTRUCTION OF THE SURFACE AND UNDERGROUND MARK.  RM 2, RM 3 AND
 QL0516'AZIMUTH MARK RECOVERED BUT ARE NOT SUITABLE FOR GPS, NOR WOULD THE
 QL0516'STATION SITE BE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2708 ***********************************************************************
 DP2708  DESIGNATION -  FELUS
 DP2708  PID         -  DP2708
 DP2708  STATE/COUNTY-  MI/MECOSTA
 DP2708  COUNTRY     -  US
 DP2708  USGS QUAD   -  BIG RAPIDS (2017)
 DP2708
 DP2708                         *CURRENT SURVEY CONTROL
 DP2708  ______________________________________________________________________
 DP2708* NAD 83(2011) POSITION- 43 41 23.98324(N) 085 28 44.01155(W)   ADJUSTED
 DP2708* NAD 83(2011) ELLIP HT-   260.122 (meters)        (05/15/14)   ADJUSTED
 DP2708* NAD 83(2011) EPOCH   -  2010.00
 DP2708* NAVD 88 ORTHO HEIGHT -   293.0   (meters)      961.    (feet) GPS OBS
 DP2708  ______________________________________________________________________
 DP2708  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2708  GEOID HEIGHT    -        -32.901 (meters)                     GEOID12A
 DP2708  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 DP2708  NAD 83(2011) X  -    364,140.278 (meters)                     COMP
 DP2708  NAD 83(2011) Y  - -4,605,150.084 (meters)                     COMP
 DP2708  NAD 83(2011) Z  -  4,383,429.476 (meters)                     COMP
 DP2708  LAPLACE CORR    -          3.23  (seconds)                    DEFLEC18
 DP2708
 DP2708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2708  Standards:
 DP2708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2708  -------------------------------------------------------------------
 DP2708  NETWORK    1.04   2.39           0.46   0.38   1.22      0.16220698
 DP2708  -------------------------------------------------------------------
 DP2708  Click here for local accuracies and other accuracy information.
 DP2708
 DP2708.The horizontal coordinates were established by GPS observations
 DP2708.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2708
 DP2708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2708.been affixed to the stable North American tectonic plate. See 
 DP2708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2708
 DP2708.The horizontal coordinates are valid at the epoch date displayed above
 DP2708.which is a decimal equivalence of Year/Month/Day.
 DP2708
 DP2708.The orthometric height was determined by GPS observations and a
 DP2708.high-resolution geoid model.
 DP2708
 DP2708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2708.GEOID18 height accuracy estimate available here.
 DP2708
 DP2708.Click photographs - Photos may exist for this station.
 DP2708
 DP2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2708
 DP2708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2708
 DP2708.The ellipsoidal height was determined by GPS observations
 DP2708.and is referenced to NAD 83.
 DP2708
 DP2708. The following values were computed from the NAD 83(2011) position.
 DP2708
 DP2708;                    North         East     Units Scale Factor Converg.
 DP2708;SPC MI S     -   243,862.752 3,910,331.565   MT  1.00000565   -0 45 24.8
 DP2708;SPC MI S     -   800,074.65 12,829,171.80   iFT  1.00000565   -0 45 24.8
 DP2708;UTM  16      - 4,838,566.410   622,587.345   MT  0.99978484   +1 03 03.0
 DP2708
 DP2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2708!SPC MI S     -   0.99995921  x   1.00000565  =   0.99996486
 DP2708!UTM  16      -   0.99995921  x   0.99978484  =   0.99974406
 DP2708
 DP2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2258738566(NAD 83)
 DP2708
 DP2708                          SUPERSEDED SURVEY CONTROL
 DP2708
 DP2708.No superseded survey control is available for this station.
 DP2708
 DP2708_MARKER: Z = SEE DESCRIPTION
 DP2708_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2708_STAMPING: FELUS
 DP2708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2708+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2014
 DP2708
 DP2708  HISTORY     - Date     Condition        Report By
 DP2708  HISTORY     - UNK      MONUMENTED       FERSU
 DP2708  HISTORY     - 20140131 GOOD             FERSU
 DP2708
 DP2708                          STATION DESCRIPTION
 DP2708
 DP2708'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2708'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2708'MI, MECOSTA COUNTY ABOUT 5.9 MI (9.5 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2708'KM) WEST OF RODNEY AND 7.7 MI (12.4 KM) NORTH OF STANWOOD.
 DP2708'
 DP2708'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2708'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2708'NORTHLAND DRIVE STRAIGHT AHEAD, CROSS NORTHLAND DRIVE ONTO CAMPUS
 DP2708'DRIVE STRAIGHT AHEAD AND GO EAST ON CAMPUS DRIVE FOR 0.03 MI (0.0 KM)
 DP2708'TO NORTH CAMPUS DRIVE ON THE LEFT.  TURN LEFT ONTO NORTH CAMPUS DRIVE
 DP2708'AND GO NORTH THEN NORTHEAST FOR 0.27 MI (0.4 KM) TO THE STATION ON THE
 DP2708'RIGHT IN A SIDEWALK WHICH PARALLELS NORTH CAMPUS DRIVE ON THE SOUTH.
 DP2708'
 DP2708'THE STATION IS LOCATED 63 FT (19.2 M) NORTH 50 EAST FROM THE CENTER OF
 DP2708'A SQUARE CATCH BASIN, 50 FT (15.2 M) SOUTH 65 WEST FROM THE WESTERLY
 DP2708'FACE OF A LIGHT POLE, 20 FT (6.1 M) NORTH 12 WEST FROM NORTHERLY FACE
 DP2708'OF A 10 INCH (25 CM) RED OAK TREE, 45 FT (13.7 M) SOUTH 74 WEST FROM
 DP2708'THE WESTERLY FACE OF A 10 INCH (25 CM) CRAB APPLE TREE AND ABOUT 54 FT
 DP2708'(16.5 M) DUE SOUTH FROM THE CENTERLINE OF NORTH CAMPUS DRIVE.  THE
 DP2708'STATION IS A 1 INCH (3 CM) BRASS CAP RECOVERED BY ALEXANDER HOLMES,
 DP2708'DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2712 ***********************************************************************
 DP2712  DESIGNATION -  FENN
 DP2712  PID         -  DP2712
 DP2712  STATE/COUNTY-  MI/MECOSTA
 DP2712  COUNTRY     -  US
 DP2712  USGS QUAD   -  BIG RAPIDS (2017)
 DP2712
 DP2712                         *CURRENT SURVEY CONTROL
 DP2712  ______________________________________________________________________
 DP2712* NAD 83(2011) POSITION- 43 41 06.56214(N) 085 28 54.42161(W)   ADJUSTED
 DP2712* NAD 83(2011) ELLIP HT-   266.876 (meters)        (05/15/14)   ADJUSTED
 DP2712* NAD 83(2011) EPOCH   -  2010.00
 DP2712* NAVD 88 ORTHO HEIGHT -   299.8   (meters)      984.    (feet) GPS OBS
 DP2712  ______________________________________________________________________
 DP2712  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2712  GEOID HEIGHT    -        -32.903 (meters)                     GEOID12A
 DP2712  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 DP2712  NAD 83(2011) X  -    363,937.500 (meters)                     COMP
 DP2712  NAD 83(2011) Y  - -4,605,543.565 (meters)                     COMP
 DP2712  NAD 83(2011) Z  -  4,383,045.331 (meters)                     COMP
 DP2712  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 DP2712
 DP2712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2712  Standards:
 DP2712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2712  -------------------------------------------------------------------
 DP2712  NETWORK    0.72   2.08           0.33   0.25   1.06      0.00297717
 DP2712  -------------------------------------------------------------------
 DP2712  Click here for local accuracies and other accuracy information.
 DP2712
 DP2712.The horizontal coordinates were established by GPS observations
 DP2712.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2712
 DP2712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2712.been affixed to the stable North American tectonic plate. See 
 DP2712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2712
 DP2712.The horizontal coordinates are valid at the epoch date displayed above
 DP2712.which is a decimal equivalence of Year/Month/Day.
 DP2712
 DP2712.The orthometric height was determined by GPS observations and a
 DP2712.high-resolution geoid model.
 DP2712
 DP2712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2712.GEOID18 height accuracy estimate available here.
 DP2712
 DP2712.Click photographs - Photos may exist for this station.
 DP2712
 DP2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2712
 DP2712.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2712
 DP2712.The ellipsoidal height was determined by GPS observations
 DP2712.and is referenced to NAD 83.
 DP2712
 DP2712. The following values were computed from the NAD 83(2011) position.
 DP2712
 DP2712;                    North         East     Units Scale Factor Converg.
 DP2712;SPC MI S     -   243,328.216 3,910,091.328   MT  1.00000447   -0 45 31.9
 DP2712;SPC MI S     -   798,320.92 12,828,383.62   iFT  1.00000447   -0 45 31.9
 DP2712;UTM  16      - 4,838,024.681   622,364.138   MT  0.99978417   +1 02 55.5
 DP2712
 DP2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2712!SPC MI S     -   0.99995815  x   1.00000447  =   0.99996262
 DP2712!UTM  16      -   0.99995815  x   0.99978417  =   0.99974233
 DP2712
 DP2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2236438024(NAD 83)
 DP2712
 DP2712                          SUPERSEDED SURVEY CONTROL
 DP2712
 DP2712.No superseded survey control is available for this station.
 DP2712
 DP2712_MARKER: Z = SEE DESCRIPTION
 DP2712_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2712_STAMPING: FENN2
 DP2712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2712+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2014
 DP2712
 DP2712  HISTORY     - Date     Condition        Report By
 DP2712  HISTORY     - UNK      MONUMENTED       FERSU
 DP2712  HISTORY     - 20140203 GOOD             FERSU
 DP2712
 DP2712                          STATION DESCRIPTION
 DP2712
 DP2712'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2712'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2712'MI, MECOSTA COUNTY ABOUT 6.2 MI (10.0 KM) SOUTH OF PARIS, 7.7 MI (12.4
 DP2712'KM) WEST OF RODNEY AND 7.5 MI (12.1 KM) NORTH OF STANWOOD.
 DP2712'
 DP2712'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2712'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2712'NORTHLAND DRIVE STRAIGHT AHEAD, CROSS NORTHLAND DRIVE ONTO CAMPUS
 DP2712'DRIVE STRAIGHT AHEAD AND GO EAST ON CAMPUS DRIVE FOR 0.03 MI (0.0 KM)
 DP2712'TO CAMPUS DRIVE ON THE RIGHT.  TURN RIGHT ONTO CAMPUS DRIVE AND GO
 DP2712'SOUTH AND THEN EAST FOR 0.17 MI (0.3 KM) TO WEST DRIVE ON THE RIGHT.
 DP2712'TURN RIGHT ONTO WEST DRIVE AND GO 116 FT (35.4 M) TO THE STATION ON
 DP2712'THE RIGHT IN THE END OF A SIDEWALK AT THE NORTHERN END OF A LARGE
 DP2712'TRIANGULAR PARKING LOT AND JUST NORTH OF AN ADA RAMP ON THE WEST SIDE
 DP2712'OF WEST DRIVE.
 DP2712'
 DP2712'THE STATION IS 81.90 FT (25.0 M) SOUTH 30 WEST FROM THE EASTERLY FACE
 DP2712'OF A 14 INCH (36 CM) ASH TREE, 31.84 FT (9.7 M) SOUTH 69 WEST FROM THE
 DP2712'BASE OF A STOP SIGN, 32.10 FT (9.8 M) SOUTH 30 EAST FROM THE WESTERLY
 DP2712'FACE OF A 6 INCH (15 CM) RED OAK TREE, 54.32 FT (16.6 M) NORTH 5 WEST
 DP2712'FROM THE EASTERLY FACE OF AN 8 INCH (20 CM) ASH TREE AND ABOUT 17 FT
 DP2712'(5.2 M) SOUTHWEST OF THE CENTERLINE OF WEST DRIVE.   THE STATION IS A
 DP2712'1 INCH (3 CM) BRASS CAP RECOVERED BY LOGAN PRAAY, DESCRIBED BY ANDREW
 DP2712'MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0722 ***********************************************************************
 NG0722  DESIGNATION -  FENNVILLE MUNICIPAL TANK
 NG0722  PID         -  NG0722
 NG0722  STATE/COUNTY-  MI/ALLEGAN
 NG0722  COUNTRY     -  US
 NG0722  USGS QUAD   -  FENNVILLE (2017)
 NG0722
 NG0722                         *CURRENT SURVEY CONTROL
 NG0722  ______________________________________________________________________
 NG0722* NAD 83(1994) POSITION- 42 35 42.10103(N) 086 06 27.60709(W)   ADJUSTED
 NG0722  ______________________________________________________________________
 NG0722  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 NG0722  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 NG0722  HORZ ORDER      -  THIRD
 NG0722
 NG0722.The horizontal coordinates were established by classical geodetic methods
 NG0722.and adjusted by the National Geodetic Survey in February 1997.
 NG0722
 NG0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0722.GEOID18 height accuracy estimate available here.
 NG0722
 NG0722.Click photographs - Photos may exist for this station.
 NG0722
 NG0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0722
 NG0722. The following values were computed from the NAD 83(1994) position.
 NG0722
 NG0722;                    North         East     Units Scale Factor Converg.
 NG0722;SPC MI S     -   123,109.996 3,857,129.925   MT  0.99991962   -1 11 05.3
 NG0722;SPC MI S     -   403,904.19 12,654,625.74   iFT  0.99991962   -1 11 05.3
 NG0722;UTM  16      - 4,716,230.801   573,208.546   MT  0.99966594   +0 36 14.3
 NG0722
 NG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7320816230(NAD 83)
 NG0722
 NG0722                          SUPERSEDED SURVEY CONTROL
 NG0722
 NG0722  NAD 83(1986)-  42 35 42.10107(N)    086 06 27.61907(W) AD(       ) 3
 NG0722  NAD 27      -  42 35 42.00300(N)    086 06 27.49400(W) AD(       ) 3
 NG0722
 NG0722.Superseded values are not recommended for survey control.
 NG0722
 NG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0722.See file dsdata.pdf to determine how the superseded data were derived.
 NG0722
 NG0722_MARKER: 53 = ELEVATED TANK
 NG0722
 NG0722  HISTORY     - Date     Condition        Report By
 NG0722  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0722  HISTORY     - 1957     GOOD             CGS
 NG0722  HISTORY     - 1965     GOOD             USLS
 NG0722
 NG0722                          STATION DESCRIPTION
 NG0722
 NG0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 NG0722'THE TANK WAS
 NG0722'RECOVERED IN GOOD
 NG0722'CONDITION.  THE TANK IS THE BLACK-LEGGED,
 NG0722'SILVER-BOWLED ELEVATED WATER TANK IN
 NG0722'THE VILLAGE OF FENNVILLE.
 NG0722
 NG0722                          STATION RECOVERY (1965)
 NG0722
 NG0722'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0722'STATION RECOVERED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0686 ***********************************************************************
 QK0686  DESIGNATION -  FERNS
 QK0686  PID         -  QK0686
 QK0686  STATE/COUNTY-  MI/CHARLEVOIX
 QK0686  COUNTRY     -  US
 QK0686  USGS QUAD   -  BOYNE FALLS (2017)
 QK0686
 QK0686                         *CURRENT SURVEY CONTROL
 QK0686  ______________________________________________________________________
 QK0686* NAD 83(1994) POSITION- 45 14 01.12412(N) 084 53 25.63761(W)   ADJUSTED
 QK0686* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 QK0686  ______________________________________________________________________
 QK0686  GEOID HEIGHT    -        -35.072 (meters)                     GEOID18
 QK0686  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 QK0686  HORZ ORDER      -  SECOND
 QK0686
 QK0686.The horizontal coordinates were established by classical geodetic methods
 QK0686.and adjusted by the National Geodetic Survey in February 1997.
 QK0686
 QK0686.The orthometric height was scaled from a topographic map.
 QK0686
 QK0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0686.GEOID18 height accuracy estimate available here.
 QK0686
 QK0686.Click photographs - Photos may exist for this station.
 QK0686
 QK0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0686
 QK0686. The following values were computed from the NAD 83(1994) position.
 QK0686
 QK0686;                    North         East     Units Scale Factor Converg.
 QK0686;SPC MI C     -   213,148.506 5,958,872.498   MT  0.99992552   -0 22 12.0
 QK0686;SPC MI C     -   699,306.12 19,550,106.62   iFT  0.99992552   -0 22 12.0
 QK0686;UTM  16      - 5,011,070.756   665,587.052   MT  0.99993714   +1 29 53.1
 QK0686
 QK0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0686!SPC MI C     -   0.99995346  x   0.99992552  =   0.99987899
 QK0686!UTM  16      -   0.99995346  x   0.99993714  =   0.99989061
 QK0686
 QK0686:                Primary Azimuth Mark                     Grid Az
 QK0686:SPC MI C     -  THORSEN                                  249 46 23.5
 QK0686:UTM  16      -  THORSEN                                  247 54 18.4
 QK0686
 QK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6558711070(NAD 83)
 QK0686
 QK0686|---------------------------------------------------------------------|
 QK0686| PID    Reference Object                     Distance      Geod. Az  |
 QK0686|                                                           dddmmss.s |
 QK0686| CH1130 FERNS RM 1                           22.664 METERS 12351     |
 QK0686| CH1132 FERNS RM 3                                         21134     |
 QK0686| CH1131 FERNS RM 2                           19.958 METERS 23648     |
 QK0686| QK0823 BOYNE CITY RADIO KQA 712 MAST       APPROX.10.3 KM 2473127.2 |
 QK0686| QK0821 THORSEN                             APPROX.17.2 KM 2492411.5 |
 QK0686| QK0688 BOYNE CITY RADIO KQE 573 MAST       APPROX. 8.2 KM 2701703.9 |
 QK0686| QK0687 BOYNE CITY RADIO KQA 450 MAST       APPROX. 8.4 KM 2774750.4 |
 QK0686|---------------------------------------------------------------------|
 QK0686
 QK0686                          SUPERSEDED SURVEY CONTROL
 QK0686
 QK0686  NAD 83(1986)-  45 14 01.11909(N)    084 53 25.63878(W) AD(       ) 2
 QK0686  NAD 27      -  45 14 01.08500(N)    084 53 25.47700(W) AD(       ) 2
 QK0686
 QK0686.Superseded values are not recommended for survey control.
 QK0686
 QK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0686.See file dsdata.pdf to determine how the superseded data were derived.
 QK0686
 QK0686_MARKER: DS = TRIANGULATION STATION DISK
 QK0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0686_STAMPING: FERNS 1956
 QK0686_MARK LOGO: CGS
 QK0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0686+STABILITY: SURFACE MOTION
 QK0686
 QK0686  HISTORY     - Date     Condition        Report By
 QK0686  HISTORY     - 1956     MONUMENTED       CGS
 QK0686
 QK0686                          STATION DESCRIPTION
 QK0686
 QK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0686'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF PETOSKEY, 5-1/2 MILES
 QK0686'EAST-NORTHEAST OF BOYNE CITY ON A HIGH WOODED HILL ON STATE PROPERTY.
 QK0686'IT IS 22 FEET NORTH OF THE CENTERLINE OF A SAND ROAD, 57 FEET
 QK0686'NORTHWEST OF A 10 INCH TRIANGULAR BLAZED OAK TREE AND 13 FEET
 QK0686'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 QK0686'DISK IS STAMPED FERNS 1956.
 QK0686'
 QK0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 AT
 QK0686'THE SOUTHWEST EDGE OF PETOSKEY, GO SOUTH ON HIGHWAY 131 FOR 7.6 MILES
 QK0686'TO THE JUNCTION WITH STATE HIGHWAY 75.  CONTINUE SOUTH ON HIGHWAY 131
 QK0686'FOR 1.4 MILES TO A SIDE ROAD LEFT. TURN SHARP LEFT AND GO NORTH ON
 QK0686'GRAVEL ROAD FOR 0.15 MILE TO A Y-INTERSECTION, JUST AFTER CROSSING A
 QK0686'RAILROAD TRACK.  TAKE RIGHT FORK AND GO EAST ON SAND ROAD FOR 0.85
 QK0686'MILE TO A Y-INTERSECTION.  TAKE LEFT FORK AND GO EAST AND SOUTH ON
 QK0686'NARROW SAND WOODS ROAD FOR 1.25 MILES TO THE SUMMIT OF HILL AND THE
 QK0686'STATION ON THE LEFT.
 QK0686'
 QK0686'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD
 QK0686'AND 29 FEET NORTHEAST OF THE TRIANGULAR BLAZED OAK TREE.  THE MARK
 QK0686'PROJECTS 4 INCHES AND THE DISK IS STAMPED FERN NO 1 1956.
 QK0686'
 QK0686'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD.
 QK0686'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FERNS NO 2 1956.
 QK0686'
 QK0686'REFERENCE MARK 3 IS 222 FEET SOUTHWEST OF THE CENTERLINE OF THE SAND
 QK0686'ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 QK0686'INCHES AND THE DISK IS STAMPED FERNS NO 3 1956.
 QK0686'
 QK0686'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH MARK.
 QK0686'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE,
 QK0686'AND LOCATED WITH PRECISE PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE
 QK0686'ORDINIRY REFERENCE MARK WOULD BE AVAILABLE.
 QK0686'
 QK0686'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0180 ***********************************************************************
 RJ0180  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0180  DESIGNATION -  FERRY
 RJ0180  PID         -  RJ0180
 RJ0180  STATE/COUNTY-  MI/CHIPPEWA
 RJ0180  COUNTRY     -  US
 RJ0180  USGS QUAD   -  OAK RIDGE (2017)
 RJ0180
 RJ0180                         *CURRENT SURVEY CONTROL
 RJ0180  ______________________________________________________________________
 RJ0180* NAD 83(1986) POSITION- 46 16 58.     (N) 084 12 55.     (W)   SCALED
 RJ0180* NAVD 88 ORTHO HEIGHT -   187.592 (meters)      615.46  (feet) ADJUSTED
 RJ0180  ______________________________________________________________________
 RJ0180  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 RJ0180  DYNAMIC HEIGHT  -        187.602 (meters)      615.49  (feet) COMP
 RJ0180  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 RJ0180
 RJ0180  VERT ORDER      -  FIRST     CLASS 0
 RJ0180
 RJ0180.The horizontal coordinates were scaled from a map and have
 RJ0180.an estimated accuracy of +/- 6 seconds.
 RJ0180
 RJ0180.The orthometric height was determined by differential leveling and
 RJ0180.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0180.in June 1991.
 RJ0180
 RJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0180.GEOID18 height accuracy estimate available here.
 RJ0180
 RJ0180.This Water Level Mark is designated as VM 18425
 RJ0180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0180
 RJ0180.Click photographs - Photos may exist for this station.
 RJ0180
 RJ0180.The dynamic height is computed by dividing the NAVD 88
 RJ0180.geopotential number by the normal gravity value computed on the
 RJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0180.degrees latitude (g = 980.6199 gals.).
 RJ0180
 RJ0180.The modeled gravity was interpolated from observed gravity values.
 RJ0180
 RJ0180;                    North         East    Units  Estimated Accuracy
 RJ0180;SPC MI N     -   170,420.    8,214,550.      MT  (+/- 180 meters Scaled)
 RJ0180
 RJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS145292(NAD 83)
 RJ0180
 RJ0180                          SUPERSEDED SURVEY CONTROL
 RJ0180
 RJ0180.No superseded survey control is available for this station.
 RJ0180
 RJ0180_MARKER: Q = CHISELED SQUARE
 RJ0180_SETTING: 80 = SET IN A BOULDER
 RJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0180+STABILITY: SURFACE MOTION
 RJ0180
 RJ0180  HISTORY     - Date     Condition        Report By
 RJ0180  HISTORY     - 1969     MONUMENTED       USLS
 RJ0180  HISTORY     - 1969     GOOD             USLS
 RJ0180  HISTORY     - 1983     GOOD             NGS
 RJ0180  HISTORY     - 20180929 MARK NOT FOUND   CO-OPS
 RJ0180
 RJ0180                          STATION DESCRIPTION
 RJ0180
 RJ0180'DESCRIBED BY US LAKE SURVEY 1969
 RJ0180'3.3 MI ESE FROM BARBEAU.
 RJ0180'FERRY, IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0180'SOUTHEAST OF BARBEAU, 0.7 MILE SOUTH AND SOUTHEAST OF
 RJ0180'INTERSECTION OF RIVER AND NEEBISH ROADS, NEAR Y-INTERSECTION
 RJ0180'LEADING TO NEEBISH ISLAND FERRY, 34.0 FEET SOUTH OF A ROAD
 RJ0180'CURVE SIGN, 36.5 FEET NORTH OF UTILITY POLE NO. 313/24-CES,
 RJ0180'34.5 FEET WEST OF CENTERLINE OF RIVER ROAD, 2-FEET ABOVE THE
 RJ0180'GROUND, BEING HIGHEST POINT IN A 2 X 3-INCH RECTANGLE CUT ON
 RJ0180'TOP OF A 5-FOOT DIAMETER BLOCK BOULDER.
 RJ0180
 RJ0180                          STATION RECOVERY (1983)
 RJ0180
 RJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0180'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0180'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0180'1.2 KM (0.75 MI) SOUTH ALONG SCENIC ROAD (RIVER ROAD), NEAR THE
 RJ0180'ENTRANCE ROAD TO THE NEEBISH ISLAND FERRY LANDING LEADING NORTHEAST.
 RJ0180'MARK IS THE HIGH POINT IN A 2 BY 3 INCH RECTANGLE CUT ON TOP OF A 5
 RJ0180'FOOT DIAMETER BLACK BOULDER, 16.5 METERS (54.0 FT) SOUTH OF A ROAD
 RJ0180'CURVE SIGN, 11.1 METERS (36.5 FT) NORTH OF UTILITY POLE NUMBER
 RJ0180'313-24CES, AND 10.5 METERS (34.5 FT) SOUTHWEST OF THE CENTERLINE OF
 RJ0180'SCENIC ROAD (RIVER ROAD).
 RJ0180'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0180
 RJ0180                          STATION RECOVERY (2018)
 RJ0180
 RJ0180'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (BD)
 RJ0180'NOT RECOVERED.  THE BOULDER IS NO LONGER IN SAID LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0260 ***********************************************************************
 QK0260  DESIGNATION -  FERRY A
 QK0260  PID         -  QK0260
 QK0260  STATE/COUNTY-  MI/CHEBOYGAN
 QK0260  COUNTRY     -  US
 QK0260  USGS QUAD   -  SAINT IGNACE (2017)
 QK0260
 QK0260                         *CURRENT SURVEY CONTROL
 QK0260  ______________________________________________________________________
 QK0260* NAD 83(1986) POSITION- 45 46 48.     (N) 084 43 34.     (W)   SCALED
 QK0260* NAVD 88 ORTHO HEIGHT -   180.004 (meters)      590.56  (feet) ADJUSTED
 QK0260  ______________________________________________________________________
 QK0260  GEOID HEIGHT    -        -35.409 (meters)                     GEOID18
 QK0260  DYNAMIC HEIGHT  -        180.009 (meters)      590.58  (feet) COMP
 QK0260  MODELED GRAVITY -    980,636.1   (mgal)                       NAVD 88
 QK0260
 QK0260  VERT ORDER      -  FIRST     CLASS I
 QK0260
 QK0260.The horizontal coordinates were scaled from a map and have
 QK0260.an estimated accuracy of +/- 6 seconds.
 QK0260
 QK0260.The orthometric height was determined by differential leveling and
 QK0260.adjusted by the NATIONAL GEODETIC SURVEY
 QK0260.in June 1991.
 QK0260
 QK0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0260.GEOID18 height accuracy estimate available here.
 QK0260
 QK0260.Click photographs - Photos may exist for this station.
 QK0260
 QK0260.The dynamic height is computed by dividing the NAVD 88
 QK0260.geopotential number by the normal gravity value computed on the
 QK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0260.degrees latitude (g = 980.6199 gals.).
 QK0260
 QK0260.The modeled gravity was interpolated from observed gravity values.
 QK0260
 QK0260;                    North         East    Units  Estimated Accuracy
 QK0260;SPC MI C     -   273,800.    5,972,050.      MT  (+/- 180 meters Scaled)
 QK0260
 QK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767721(NAD 83)
 QK0260
 QK0260                          SUPERSEDED SURVEY CONTROL
 QK0260
 QK0260.No superseded survey control is available for this station.
 QK0260
 QK0260_MARKER: DD = SURVEY DISK
 QK0260_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0260+WITH SETTING: PAVEMENT
 QK0260_SP_SET: BLOCK
 QK0260_MARK LOGO: USLS
 QK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0260+STABILITY: SURFACE MOTION
 QK0260
 QK0260  HISTORY     - Date     Condition        Report By
 QK0260  HISTORY     - 1963     MONUMENTED       USLS
 QK0260  HISTORY     - 1973     GOOD             USLS
 QK0260  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0260
 QK0260                          STATION DESCRIPTION
 QK0260
 QK0260'DESCRIBED BY US LAKE SURVEY 1973
 QK0260'AT MACKINAW CITY.
 QK0260'FERRY A IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE
 QK0260'OF HIGHWAY U.S. 23 (LANGLADE ST.), AT NORTHWEST CORNER OF STREET
 QK0260'INTERSECTION OPPOSITE THE FORMER STATE FERRY DOCK, 93.7 FEET
 QK0260'SOUTH OF SOUTHEAST CORNER OF GREYHOUND POST HOUSE, 23.8 FEET
 QK0260'SOUTH OF SOUTH EDGE OF SIDEWALK RUNNING EAST, 3.5 FEET EAST
 QK0260'OF EAST EDGE OF SIDEWALK ALONG THE HIGHWAY, ON TOP OF A LARGE
 QK0260'ROUNDED BLOCK OF CONCRETE, BEING HIGHEST POINT OVER CROSS AT
 QK0260'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 QK0260'FERRY A 1963.
 QK0260
 QK0260                          STATION RECOVERY (1983)
 QK0260
 QK0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0260'NOT RECOVERED, CONCRETE BLOCK FOUND, DISK MISSING, CONSIDERED
 QK0260'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0617 ***********************************************************************
 RJ0617  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RJ0617  DESIGNATION -  FERRY DOCK
 RJ0617  PID         -  RJ0617
 RJ0617  STATE/COUNTY-  MI/CHIPPEWA
 RJ0617  COUNTRY     -  US
 RJ0617  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0617
 RJ0617                         *CURRENT SURVEY CONTROL
 RJ0617  ______________________________________________________________________
 RJ0617* NAD 83(2011) POSITION- 46 29 08.28257(N) 084 18 05.14935(W)   ADJUSTED
 RJ0617* NAD 83(2011) ELLIP HT-   141.519 (meters)        (06/27/12)   ADJUSTED
 RJ0617* NAD 83(2011) EPOCH   -  2010.00
 RJ0617* NAVD 88 ORTHO HEIGHT -   178.185 (meters)      584.60  (feet) ADJUSTED
 RJ0617  ______________________________________________________________________
 RJ0617  GEOID HEIGHT    -        -36.670 (meters)                     GEOID18
 RJ0617  NAD 83(2011) X  -    436,840.829 (meters)                     COMP
 RJ0617  NAD 83(2011) Y  - -4,377,686.533 (meters)                     COMP
 RJ0617  NAD 83(2011) Z  -  4,602,683.627 (meters)                     COMP
 RJ0617  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 RJ0617  DYNAMIC HEIGHT  -        178.194 (meters)      584.62  (feet) COMP
 RJ0617  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 RJ0617
 RJ0617  VERT ORDER      -  SECOND    CLASS I
 RJ0617
 RJ0617  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0617  Standards:
 RJ0617         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0617            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0617  -------------------------------------------------------------------
 RJ0617  NETWORK    0.45   0.78           0.21   0.15   0.40     -0.02650190
 RJ0617  -------------------------------------------------------------------
 RJ0617  Click here for local accuracies and other accuracy information.
 RJ0617
 RJ0617.The horizontal coordinates were established by GPS observations
 RJ0617.and adjusted by the National Geodetic Survey in June 2012.
 RJ0617
 RJ0617.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0617.been affixed to the stable North American tectonic plate. See 
 RJ0617.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0617
 RJ0617.The horizontal coordinates are valid at the epoch date displayed above
 RJ0617.which is a decimal equivalence of Year/Month/Day.
 RJ0617
 RJ0617.The orthometric height was determined by differential leveling and
 RJ0617.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0617.in October 2021.
 RJ0617
 RJ0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0617.GEOID18 height accuracy estimate available here.
 RJ0617
 RJ0617.This Water Level Mark is designated as VM 18407
 RJ0617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0617
 RJ0617.This Water Level Mark is designated as VM 19356
 RJ0617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RJ0617
 RJ0617.Click photographs - Photos may exist for this station.
 RJ0617
 RJ0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0617
 RJ0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0617
 RJ0617.The ellipsoidal height was determined by GPS observations
 RJ0617.and is referenced to NAD 83.
 RJ0617
 RJ0617.The dynamic height is computed by dividing the NAVD 88
 RJ0617.geopotential number by the normal gravity value computed on the
 RJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0617.degrees latitude (g = 980.6199 gals.).
 RJ0617
 RJ0617.The modeled gravity was interpolated from observed gravity values.
 RJ0617
 RJ0617. The following values were computed from the NAD 83(2011) position.
 RJ0617
 RJ0617;                    North         East     Units Scale Factor Converg.
 RJ0617;SPC MI N     -   192,727.617 8,207,144.869   MT  0.99990893   +1 57 01.8
 RJ0617;SPC MI N     -   632,308.45 26,926,328.31   iFT  0.99990893   +1 57 01.8
 RJ0617;UTM  16      - 5,151,545.516   707,116.993   MT  1.00012732   +1 57 27.7
 RJ0617
 RJ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0617!SPC MI N     -   0.99997782  x   0.99990893  =   0.99988675
 RJ0617!UTM  16      -   0.99997782  x   1.00012732  =   1.00010513
 RJ0617
 RJ0617:                Primary Azimuth Mark                     Grid Az
 RJ0617:SPC MI N     -  TOPSAIL ISLAND OLD TOWER                 009 26 23.8
 RJ0617:UTM  16      -  TOPSAIL ISLAND OLD TOWER                 009 25 57.9
 RJ0617
 RJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0711651545(NAD 83)
 RJ0617
 RJ0617|---------------------------------------------------------------------|
 RJ0617| PID    Reference Object                     Distance      Geod. Az  |
 RJ0617|                                                           dddmmss.s |
 RJ0617| RJ1034 TOPSAIL ISLAND OLD TOWER            APPROX. 1.2 KM 0112325.6 |
 RJ0617| RJ1032 BELLVIEW PARK FLAGPOLE              APPROX. 1.3 KM 0155850.0 |
 RJ0617| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 2.0 KM 0322750.6 |
 RJ0617| RJ1028 BAYFIELD ROCK R RNG LT              APPROX. 1.7 KM 0804900.2 |
 RJ0617| RJ1033 LITTLE RAPIDS CUT LT 98             255.309 METERS 09503     |
 RJ0617| RJ0123 907 6032 LITTLE RAPIDS              131.037 METERS 32614     |
 RJ0617| RJ1035 LITTLE RAPIDS CUT LT 99             139.173 METERS 33004     |
 RJ0617| RJ0853 SAULT STE MARIE ONTARIO TANK        APPROX. 6.0 KM 3482524.3 |
 RJ0617|---------------------------------------------------------------------|
 RJ0617
 RJ0617                          SUPERSEDED SURVEY CONTROL
 RJ0617
 RJ0617  NAD 83(2007)-  46 29 08.28269(N)    084 18 05.15030(W) AD(2002.00) A
 RJ0617  ELLIP H (05/16/11)  141.533  (m)                       GP(2002.00) 4 2
 RJ0617  NAD 83(2007)-  46 29 08.28273(N)    084 18 05.15038(W) AD(2002.00) A
 RJ0617  ELLIP H (10/11/07)  141.507  (m)                       GP(2002.00) 4 2
 RJ0617  NAD 83(1994)-  46 29 08.28242(N)    084 18 05.15164(W) AD(       ) 2
 RJ0617  NAD 83(1986)-  46 29 08.27488(N)    084 18 05.14878(W) AD(       ) 2
 RJ0617  NAD 83(1986)-  46 29 08.26610(N)    084 18 05.16697(W) AD(       ) 3
 RJ0617  NAD 27      -  46 29 08.19209(N)    084 18 05.03105(W) AD(       ) 3
 RJ0617  NAVD 88             178.19   (m)          584.6    (f) LEVELING    3  
 RJ0617  NAVD 88 (06/15/91)  178.191  (m)          584.62   (f) SUPERSEDED  1 0
 RJ0617  NGVD 29             178.17   (m)          584.5    (f) LEVELING    3  
 RJ0617  NGVD 29 (07/19/86)  178.1    (m)          584.     (f) VERT ANG       
 RJ0617
 RJ0617.Superseded values are not recommended for survey control.
 RJ0617
 RJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0617.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0617
 RJ0617_MARKER: DD = SURVEY DISK
 RJ0617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0617_SP_SET: BOLLARD BASE
 RJ0617_STAMPING: FERRY DOCK 1981
 RJ0617_MARK LOGO: NOS
 RJ0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0617+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 RJ0617
 RJ0617  HISTORY     - Date     Condition        Report By
 RJ0617  HISTORY     - 1981     MONUMENTED       NOS
 RJ0617  HISTORY     - 1983     GOOD             NGS
 RJ0617  HISTORY     - 1986     GOOD             NOS
 RJ0617  HISTORY     - 1988     GOOD             USACE
 RJ0617  HISTORY     - 19950603 GOOD             USPSQD
 RJ0617  HISTORY     - 20011029 GOOD             USPSQD
 RJ0617  HISTORY     - 20040824 GOOD             USPSQD
 RJ0617  HISTORY     - 2005     GOOD             NGS
 RJ0617  HISTORY     - 20060829 GOOD             USPSQD
 RJ0617  HISTORY     - 20100511 GOOD             MIDT
 RJ0617  HISTORY     - 20100603 GOOD             NGS
 RJ0617  HISTORY     - 20150806 GOOD             NGS
 RJ0617  HISTORY     - 20180920 GOOD             NOS
 RJ0617  HISTORY     - 20200707 GOOD             NGS
 RJ0617  HISTORY     - 20220727 GOOD             CO-OPS
 RJ0617  HISTORY     - 20220815 GOOD             NGS
 RJ0617
 RJ0617                          STATION DESCRIPTION
 RJ0617
 RJ0617'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0617'THE STATION IS LOCATED ON THE EAST SIDE OF SAULT STE MARIE, MI.
 RJ0617'AT THE FERRY DOCK TO SUGAR ISLAND.
 RJ0617'
 RJ0617'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ0617'PORTAGE AVE. IN SAULT STE MARIE GO SOUTHEAST ON PORTAGE AVE.
 RJ0617'FOR 5.5 KILOMETERS(3.4 MILES) TO THE ENTRANCE TO THE SUGAR
 RJ0617'ISLAND FERRY DOCK.  DRIVE SOUTHWEST IN THE PARKING LOT TO
 RJ0617'THE BEGINNING OF THE ROAD TO THE PARK NEAR THE WATER AND
 RJ0617'THE VICINITY OF THE STATION.
 RJ0617'
 RJ0617'THE STATION IS A STANDARD NOS DISK
 RJ0617'STAMPED---FERRY DOCK 1981---,
 RJ0617'SET INTO A DRILL HOLE IN THE CONCRETE CAISSON SET FLUSH
 RJ0617'WITH THE GROUND.
 RJ0617'IT IS LOCATED
 RJ0617'13.56 METERS (44.5 FT) SOUTH FROM THE INSIDE EDGE OF THE LOADING
 RJ0617'RAMP,
 RJ0617'2.77 METERS (9.1 FT) NORTH FROM THE SOUTHERN EDGE OF THE SOUTHERN
 RJ0617'MOST CAISSON,
 RJ0617'2.56 METER (8.4 FT) WEST FROM THE EASTERN EDGE OF THE SOUTHERN
 RJ0617'MOST CAISSON, AND
 RJ0617'0.30 METER (1.0 FT) EAST FROM THE FACE OF THE SOUTHERN MOST
 RJ0617'MOORING POST.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 RJ0617
 RJ0617                          STATION RECOVERY (1983)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0617'5.5 KM (3.4 MI) SE FROM SAULT STE MARIE.
 RJ0617'5.5 KM (3.4 MI) SOUTHEAST ALONG EAST PORTAGE AVENUE AND RIVERSIDE
 RJ0617'DRIVE FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, NEAR
 RJ0617'THE ENTRANCE TO THE ROTARY COMMUNITY PARK AND ABOUT 45.70 METERS
 RJ0617'(150.0 FT) SOUTHEAST OF THE SUGAR ISLAND FERRY LANDING, SET IN TOP OF
 RJ0617'THE CONCRETE CAISSON, 13.56 METERS (44.5 FT) SOUTHEAST OF THE
 RJ0617'SOUTHEAST EDGE OF A CONCRETE BOAT LANDING RAMP, 0.30 METERS (1.0 FT)
 RJ0617'EAST OF THE EAST FACE OF THE SOUTHERNMOST MOORING POST, 2.56 METERS
 RJ0617'(8.4 FT) WEST OF THE EAST EDGE OF THE SOUTHERNMOST CAISSON, 2.77
 RJ0617'METERS (9.1 FT) NORTH OF THE SOUTH EDGE OF THE SOUTHERNMOST CAISSON.
 RJ0617'THE MARK IS ABOVE LEVEL WITH PARKING LOT AREA.
 RJ0617
 RJ0617                          STATION RECOVERY (1986)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ0617'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0617'THE STATION WAS USED AS A CONTROLING STATION IN A TRAVERSE TO THE
 RJ0617'SOUTH TO NEEBISH ISLAND.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0617'RECOVERED BY R DECROIX.
 RJ0617
 RJ0617                          STATION RECOVERY (1988)
 RJ0617
 RJ0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0617'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST OF SAULT STE MARIE.
 RJ0617'36.4 KM (22.6 MI) NORTHEAST OF RUDYARD
 RJ0617'62.9 KM (39.1 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN SEC 9 T47N-R1E
 RJ0617'NEAR THE SOUTH MOORING DOCK OF THE SUGAR ISLAND FERRY.
 RJ0617'OWNERSHIP---SSSS
 RJ0617'
 RJ0617'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ0617'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ0617'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ0617'AVENUE, TURN RIGHT AND GO EAST FOR 3.7 KM (2.3 MI) ON PORTAGE
 RJ0617'AVENUE TO THE SUGAR ISLAND FERRY DRIVE, TURN LEFT TO THE FAR SIDE
 RJ0617'OF THE PARKING AREA AND THE STATION.
 RJ0617'
 RJ0617'THE STATION IS A STANDARD NOS DISK
 RJ0617'THAT IS STAMPED---FERRY DOCK 1981---,
 RJ0617'SET INTO A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, LOCATED
 RJ0617'2.4 METERS (8 FT) EAST-NORTHEAST TO WATER AND 2.7 METERS (9 FT)
 RJ0617'SOUTH-SOUTHEAST TO WATER, NEAR THE SOUTHERN MOST MOORING POST.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0617
 RJ0617                          STATION RECOVERY (1995)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2001)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2004)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2005)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 RJ0617'RECOVERED AS DESCRIBED.
 RJ0617
 RJ0617                          STATION RECOVERY (2006)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2010)
 RJ0617
 RJ0617'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0617'RECOVERED AS DESCRIBED.
 RJ0617
 RJ0617                          STATION RECOVERY (2010)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 RJ0617'RECOVERED AS DESCRIBED.
 RJ0617
 RJ0617                          STATION RECOVERY (2015)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2018)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (JMM)
 RJ0617'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF THE FEDERAL BUILDING AT 225 E
 RJ0617'PORTAGE AVENUE, SAULT STE MARIE, MICHIGAN, AT THE SUGAR ISLAND FERRY
 RJ0617'MAINLAND DOCK AREA.
 RJ0617'
 RJ0617'TO REACH IN SAULT SAINTE MARIE FROM THE INTERSECTION OF ASHMUN STREET
 RJ0617'AND E. PORTAGE AVENUE, PROCEED SOUTHEAST ON E. PORTAGE AVENUE FOR 2.3
 RJ0617'MI (3.7 KM) TO THE ENTRANCE FOR THE SUGAR ISLAND FERRY MAINLAND DOCK
 RJ0617'AREA AND THE ROTARY COMMUNITY PARK, DIRECTLY NORTHEAST OF AND BEHIND
 RJ0617'CLYDE'S DRIVE INN AT 1425 RIVERSIDE DRIVE.  NOTE: E. PORTAGE AVENUE
 RJ0617'TURNS DIRECTLY INTO RIVERSIDE DRIVE AT THE JUNCTION OF E. PORTAGE AND
 RJ0617'MISSION ROAD JUST NORTHWEST OF SAID LOCATION.
 RJ0617
 RJ0617                          STATION RECOVERY (2020)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (JPM)
 RJ0617'RECOVERED AS DESCRIBED.
 RJ0617
 RJ0617                          STATION RECOVERY (2022)
 RJ0617
 RJ0617'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (CSS)
 RJ0617'RECOVERED AS DESCRIBED.
 RJ0617
 RJ0617                          STATION RECOVERY (2022)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 RJ0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1109 ***********************************************************************
 RJ1109  DESIGNATION -  FIBRE
 RJ1109  PID         -  RJ1109
 RJ1109  STATE/COUNTY-  MI/CHIPPEWA
 RJ1109  COUNTRY     -  US
 RJ1109  USGS QUAD   -  FIBRE (2017)
 RJ1109
 RJ1109                         *CURRENT SURVEY CONTROL
 RJ1109  ______________________________________________________________________
 RJ1109* NAD 83(2011) POSITION- 46 12 21.37054(N) 084 43 05.60742(W)   NO CHECK
 RJ1109* NAD 83(2011) ELLIP HT-   174.909 (meters)        (06/27/12)   NO CHECK
 RJ1109* NAD 83(2011) EPOCH   -  2010.00
 RJ1109* NAVD 88 ORTHO HEIGHT -   210.8   (meters)      692.    (feet) GPS OBS
 RJ1109  ______________________________________________________________________
 RJ1109  NAVD 88 orthometric height was determined with geoid model    GEOID93
 RJ1109  GEOID HEIGHT    -        -35.613 (meters)                     GEOID93
 RJ1109  GEOID HEIGHT    -        -35.816 (meters)                     GEOID18
 RJ1109  NAD 83(2011) X  -    407,057.289 (meters)                     COMP
 RJ1109  NAD 83(2011) Y  - -4,403,171.106 (meters)                     COMP
 RJ1109  NAD 83(2011) Z  -  4,581,245.248 (meters)                     COMP
 RJ1109  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 RJ1109
 RJ1109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ1109  Standards:
 RJ1109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ1109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ1109  -------------------------------------------------------------------
 RJ1109  NETWORK    2.17   6.13           1.02   0.69   3.13     -0.00022471
 RJ1109  -------------------------------------------------------------------
 RJ1109  Click here for local accuracies and other accuracy information.
 RJ1109
 RJ1109.The horizontal coordinates were established by GPS observations
 RJ1109.and adjusted by the National Geodetic Survey in June 2012.
 RJ1109
 RJ1109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ1109.been affixed to the stable North American tectonic plate. See 
 RJ1109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ1109
 RJ1109.The horizontal coordinates are valid at the epoch date displayed above
 RJ1109.which is a decimal equivalence of Year/Month/Day.
 RJ1109
 RJ1109.No horizontal observational check was made to the station.
 RJ1109
 RJ1109.The orthometric height was determined by GPS observations and a
 RJ1109.high-resolution geoid model.
 RJ1109
 RJ1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1109.GEOID18 height accuracy estimate available here.
 RJ1109
 RJ1109.Click photographs - Photos may exist for this station.
 RJ1109
 RJ1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1109
 RJ1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1109
 RJ1109.The ellipsoidal height was determined by GPS observations
 RJ1109.and is referenced to NAD 83.
 RJ1109
 RJ1109. The following values were computed from the NAD 83(2011) position.
 RJ1109
 RJ1109;                    North         East     Units Scale Factor Converg.
 RJ1109;SPC MI N     -   160,647.740 8,176,055.729   MT  0.99990379   +1 38 57.3
 RJ1109;SPC MI N     -   527,059.51 26,824,329.82   iFT  0.99990379   +1 38 57.3
 RJ1109;UTM  16      - 5,119,459.550   676,024.650   MT  0.99998090   +1 38 50.9
 RJ1109
 RJ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1109!SPC MI N     -   0.99997258  x   0.99990379  =   0.99987637
 RJ1109!UTM  16      -   0.99997258  x   0.99998090  =   0.99995348
 RJ1109
 RJ1109:                Primary Azimuth Mark                     Grid Az
 RJ1109:SPC MI N     -  BLACK                                    006 12 34.5
 RJ1109:UTM  16      -  BLACK                                    006 12 40.9
 RJ1109
 RJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7602419459(NAD 83)
 RJ1109
 RJ1109|---------------------------------------------------------------------|
 RJ1109| PID    Reference Object                     Distance      Geod. Az  |
 RJ1109|                                                           dddmmss.s |
 RJ1109| RJ1098 BLACK                               APPROX. 6.2 KM 0075131.8 |
 RJ1109| CH1134 FIBRE RM 1                           17.332 METERS 11520     |
 RJ1109| CH1133 FIBRE AZ MK                                        1824802.5 |
 RJ1109| RJ1110 TT 41 EV                             16.995 METERS 34548     |
 RJ1109|---------------------------------------------------------------------|
 RJ1109
 RJ1109                          SUPERSEDED SURVEY CONTROL
 RJ1109
 RJ1109  NAD 83(2007)-  46 12 21.37076(N)    084 43 05.60830(W) AD(2002.00) 0
 RJ1109  ELLIP H (02/10/07)  174.916  (m)                       GP(2002.00)    
 RJ1109  ELLIP H (07/12/02)  174.917  (m)                       GP(       ) 4 2
 RJ1109  NAD 83(1994)-  46 12 21.37117(N)    084 43 05.60861(W) AD(       ) 1
 RJ1109  ELLIP H (09/20/95)  174.923  (m)                       GP(       ) 1 2
 RJ1109  NAD 83(1986)-  46 12 21.36589(N)    084 43 05.60401(W) AD(       ) 2
 RJ1109  NAD 27      -  46 12 21.30609(N)    084 43 05.40877(W) AD(       ) 2
 RJ1109  NAVD 88 (09/30/91)  210.8    (m)  UNKNOWN  model used  GPS OBS        
 RJ1109  NGVD 29 (03/27/91)  210.5    (m)  OSU 89B  model used  GPS OBS        
 RJ1109
 RJ1109.Superseded values are not recommended for survey control.
 RJ1109
 RJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1109.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1109
 RJ1109_MARKER: DS = TRIANGULATION STATION DISK
 RJ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1109_STAMPING: FIBRE 1965
 RJ1109_MARK LOGO: CGS
 RJ1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1109+STABILITY: SURFACE MOTION
 RJ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1109+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994
 RJ1109
 RJ1109  HISTORY     - Date     Condition        Report By
 RJ1109  HISTORY     - 1965     MONUMENTED       CGS
 RJ1109  HISTORY     - 1965     GOOD             CGS
 RJ1109  HISTORY     - 19890811 GOOD             NGS
 RJ1109  HISTORY     - 19940627 GOOD             NGS
 RJ1109
 RJ1109                          STATION DESCRIPTION
 RJ1109
 RJ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1109'STATION IS ABOUT 6 MILES SOUTHWEST OF RUDYARD, 1/2 MILE EAST OF FIBRE,
 RJ1109'AT THE WEST EDGE OF AN OPEN FIELD BETWEEN THE OLD FIBRE SCHOOL HOUSE
 RJ1109'AND THE RAILROAD, AND ON PROPERTY OWNED BY MR. DOYLE THOMAS.
 RJ1109'
 RJ1109'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH OF THE POST
 RJ1109'OFFICE IN FIBRE, GO NORTH AND EAST ON A BLACKTOP ROAD FOR 0.65 MILE TO
 RJ1109'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE
 RJ1109'TO THE STATION ON THE LEFT.
 RJ1109'
 RJ1109'STATION MARKS ARE STANDARD DISKS STAMPED FIBRE 1965.  THE SURFACE DISK
 RJ1109'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 65
 RJ1109'FEET SOUTH OF A TELEPHONE POLE, 39 FEET EAST OF THE CENTER OF A
 RJ1109'GRAVELED ROAD, 36 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD FIBRE
 RJ1109'SCHOOL HOUSE AND 4.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 RJ1109'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES
 RJ1109'BELOW THE GROUND SURFACE.
 RJ1109'
 RJ1109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FIBRE NO 1 1965, IS SET
 RJ1109'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 27.5 FEET
 RJ1109'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD SCHOOL AND 1.6 FEET NORTH
 RJ1109'OF A METAL WITNESS POST.
 RJ1109'
 RJ1109'BENCH MARK TT 41 EV, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 RJ1109'TT 41 EV 1952, IS SET IN A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 RJ1109'PROJECTS 4 INCHES.  IT IS 51 FEET SOUTH OF THE SOUTH RAIL OF A
 RJ1109'RAILROAD TRACK, 26 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 11
 RJ1109'FEET SOUTHWEST OF THE TELEPHONE POLE AND 1 FOOT EAST OF A METAL
 RJ1109'WITNESS POST.
 RJ1109'
 RJ1109'AZIMUTH MARK, A STANDARD DISK STAMPED FIBRE 1965, IS SET IN A ROUND
 RJ1109'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 34 FEET WEST OF THE
 RJ1109'CENTER OF A GRAVELED ROAD, 22 FEET NORTH OF A TELEPHONE POLE AND 1.7
 RJ1109'FEET NORTHWEST OF A METAL WITNESS POST.
 RJ1109'
 RJ1109'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRAVELED ROAD
 RJ1109'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RJ1109'
 RJ1109'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1109
 RJ1109                          STATION RECOVERY (1965)
 RJ1109
 RJ1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RJ1109'RECOVERED IN GOOD CONDITION.
 RJ1109
 RJ1109                          STATION RECOVERY (1989)
 RJ1109
 RJ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ1109'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) NORTHEAST OF OZARK,
 RJ1109'9.7 KM (6.05 MI) SOUTHWEST OF RUDYARD AND 1.1 KM (0.70 MI) EAST OF
 RJ1109'FIBRE.  OWNERSHIP--DOYLE THOMAS.  PHONE IS 906-478-6251.  HE LIVES IN
 RJ1109'THE HOUSE JUST SOUTH OF THE STATION.
 RJ1109'
 RJ1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND COUNTY
 RJ1109'ROAD H 40 IN TROUT LAKE, GO SOUTHEAST ON HIGHWAY 123 AND COUNTY ROAD H
 RJ1109'40 FOR 1.56 KM (0.95 MI) TO THE JUNCTION OF COUNTY ROAD H 40 ON THE
 RJ1109'LEFT AT A SIGN RUDYARD.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD H 40
 RJ1109'FOR 23.49 KM (14.60 MI) TO A RAILROAD CROSSING AND THE FIBRE COUNTRY
 RJ1109'STORE AND POST OFFICE ON THE LEFT. CONTINUE NORTH AND EAST ON COUNTY
 RJ1109'ROAD H 40 FOR 1.06 KM (0.65 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 RJ1109'AND GO SOUTH ON BEARCREEK ROAD FOR 0.31 KM (0.20 MI) TO THE OLD FIBRE
 RJ1109'BRICK SCHOOL BUILDING AND THE STATION ON THE LEFT, JUST AFTER CROSSING
 RJ1109'THE SOO LINE RAILROAD.
 RJ1109'
 RJ1109'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 RJ1109'MONUMENT 30 CM IN DIAMETER AND PROJECTS 19 CM ABOVE THE GROUND.
 RJ1109'LOCATED 31.8 M (104.3 FT) SOUTH OF THE NEAR RAIL OF THE SOO LINE
 RJ1109'RAILROAD, 12.0 M (39.4 FT) EAST OF THE CENTER OF BEARCREEK ROAD, 11.0
 RJ1109'M (36.1 FT) NORTH OF THE NORTHWEST CORNER OF THE OLD FIBRE SCHOOL
 RJ1109'BUILDING, 3.0 M (9.8 FT) EAST OF A FENCE AND 1.5 M (4.9 FT) NORTHEAST
 RJ1109'OF A METAL WITNESS POST.  DESCRIBED BY E.J. HANSMANN.
 RJ1109
 RJ1109                          STATION RECOVERY (1994)
 RJ1109
 RJ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ1109'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF RUDYARD, 1 KM
 RJ1109'(0.60 MI) EAST OF FIBRE, IN THE SIDE YARD OF THE OLD FIBRE SCHOOL, IN
 RJ1109'LOW WEEDS, BETWEEN THE BUILDING AND A RAILROAD TRACK.  PREVIOUS OWNER
 RJ1109'LIVED IN HOUSE ON SOUTH SIDE OF THE SCHOOL BUILDING.  OWNERSHIP--FAY
 RJ1109'THOMAS, PHONE 906-478-7430.
 RJ1109'
 RJ1109'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75
 RJ1109'AND STATE HIGHWAY 48 WEST (EXIT 373), JUST EAST OF RUDYARD, GO WEST ON
 RJ1109'HIGHWAY 48 FOR 2.38 KM (1.45 MI) TO A T-ROAD AT RUDYARD.  TURN RIGHT,
 RJ1109'NORTH, ON COUNTY ROAD H 63 FOR 0.20 KM (0.10 MI) TO A ROAD LEFT JUST
 RJ1109'BEFORE REACHING A FORK.  TURN LEFT, WEST, WINDING THROUGH TOWN, ON
 RJ1109'COUNTY ROAD H 40 FOR 10.50 KM (6.50 MI) TO A GRAVEL ROAD LEFT (BISCUIT
 RJ1109'ROAD) IN A CURVE. CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO AN OFFSET
 RJ1109'GRAVEL CROSSROAD. TURN LEFT, SOUTH, ON BEARCREEK ROAD FOR 0.31 KM
 RJ1109'(0.20 MI) TO THE STATION ON THE LEFT JUST PAST THE RAILROAD TRACK.
 RJ1109'
 RJ1109'THE STATION PROJECTS 20 CM ABOVE GROUND.  IT IS 31.8 M (104.3 FT)
 RJ1109'SOUTH OF THE SOUTH RAIL OF THE TRACK, 10.6 M (34.8 FT) EAST OF THE
 RJ1109'ROAD CENTER, 11.0 M (36.1 FT) NORTH OF THE NORTHWEST CORNER OF THE
 RJ1109'BUILDING, 2.8 M (9.2 FT) EAST OF A FENCE, AND 1.4 M (4.6 FT)
 RJ1109'NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0200 ***********************************************************************
 PL0200  DESIGNATION -  FIFE LAKE
 PL0200  PID         -  PL0200
 PL0200  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0200  COUNTRY     -  US
 PL0200  USGS QUAD   -  FIFE LAKE (2017)
 PL0200
 PL0200                         *CURRENT SURVEY CONTROL
 PL0200  ______________________________________________________________________
 PL0200* NAD 83(1986) POSITION- 44 34 34.     (N) 085 20 58.     (W)   SCALED
 PL0200* NAVD 88 ORTHO HEIGHT -   316.424 (meters)     1038.13  (feet) ADJUSTED
 PL0200  ______________________________________________________________________
 PL0200  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 PL0200  DYNAMIC HEIGHT  -        316.392 (meters)     1038.03  (feet) COMP
 PL0200  MODELED GRAVITY -    980,509.2   (mgal)                       NAVD 88
 PL0200
 PL0200  VERT ORDER      -  SECOND    CLASS 0
 PL0200
 PL0200.The horizontal coordinates were scaled from a map and have
 PL0200.an estimated accuracy of +/- 6 seconds.
 PL0200
 PL0200.The orthometric height was determined by differential leveling and
 PL0200.adjusted by the NATIONAL GEODETIC SURVEY
 PL0200.in June 1991.
 PL0200
 PL0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0200.GEOID18 height accuracy estimate available here.
 PL0200
 PL0200.Click photographs - Photos may exist for this station.
 PL0200
 PL0200.The dynamic height is computed by dividing the NAVD 88
 PL0200.geopotential number by the normal gravity value computed on the
 PL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0200.degrees latitude (g = 980.6199 gals.).
 PL0200
 PL0200.The modeled gravity was interpolated from observed gravity values.
 PL0200
 PL0200;                    North         East    Units  Estimated Accuracy
 PL0200;SPC MI C     -   140,420.    5,921,950.      MT  (+/- 180 meters Scaled)
 PL0200
 PL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ310371(NAD 83)
 PL0200
 PL0200                          SUPERSEDED SURVEY CONTROL
 PL0200
 PL0200  NGVD 29 (??/??/92)  316.512  (m)         1038.42   (f) ADJ UNCH    2 0
 PL0200
 PL0200.Superseded values are not recommended for survey control.
 PL0200
 PL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0200.See file dsdata.pdf to determine how the superseded data were derived.
 PL0200
 PL0200_MARKER: DB = BENCH MARK DISK
 PL0200_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PL0200+WITH SETTING: PAVEMENT
 PL0200_SP_SET: SIGNAL BASE
 PL0200_STAMPING: FIFE LAKE 1934
 PL0200_MARK LOGO: CGS
 PL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0200+STABILITY: SURFACE MOTION
 PL0200
 PL0200  HISTORY     - Date     Condition        Report By
 PL0200  HISTORY     - 1934     MONUMENTED       CGS
 PL0200  HISTORY     - 1983     GOOD             USGS
 PL0200  HISTORY     - 19831018 GOOD             USPSQD
 PL0200  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PL0200  HISTORY     - 19991004 GOOD             USPSQD
 PL0200  HISTORY     - 20160509 MARK NOT FOUND   GEODES
 PL0200
 PL0200                          STATION DESCRIPTION
 PL0200
 PL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0200'AT FIFE LAKE.
 PL0200'AT FIFE LAKE, GRAND TRAVERSE COUNTY, ON THE PENNSYLVANIA
 PL0200'RAILROAD, 13 YARDS NORTH OF THE SEMAPHORE IN FRONT OF THE
 PL0200'STATION, 8 YARDS WEST OF THE CROSSING OF STATE STREET, AT THE
 PL0200'CROSSING STOPLIGHT SIGNAL AT THE NORTHWEST SIDE OF THE CROSSING,
 PL0200'IN THE TOP OF THE CONCRETE FOUNDATION, 18 INCHES NORTHEAST OF THE
 PL0200'NORTHEAST EDGE OF THE CONCRETE SIDEWALK ALONG THE SOUTHWEST
 PL0200'SIDE OF STATE STREET, AND 3 YARDS NORTHWEST OF THE NORTHWEST
 PL0200'RAIL.  A STANDARD DISK, STAMPED FIFE LAKE 1934.
 PL0200
 PL0200                          STATION RECOVERY (1983)
 PL0200
 PL0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0200'AT FIFE LAKE, GRAND TRAVERSE COUNTY, T 25 N, R 8 AND 9 W, NEAR WEST
 PL0200'QUARTER OF SECTION 12, ON THE PENNSYLVANIA RAILROAD AT THE CROSSING
 PL0200'ON STATE STREET ALONG THE SOUTHWEST SIDE, 7.00 MILES SOUTHWEST AND
 PL0200'3.65 MILES NORTHWEST OF RAILROAD AT ROAD CROSSING, IN THE SOUTHWEST
 PL0200'CORNER OF THE BASE OF THE FLAHING SIGNAL LIGHT.
 PL0200
 PL0200                          STATION RECOVERY (1983)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1983 (DFP)
 PL0200'RECOVERED IN GOOD CONDITION.
 PL0200
 PL0200                          STATION RECOVERY (1989)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0200'MARK NOT FOUND.
 PL0200
 PL0200                          STATION RECOVERY (1999)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0200'RECOVERED IN GOOD CONDITION.
 PL0200
 PL0200                          STATION RECOVERY (2016)
 PL0200
 PL0200'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2016 (GMB)
 PL0200'THE CONCRETE BASE FOR THE RAILROAD CROSSING SIGNAL AT THE SOUTHWEST
 PL0200'QUADRANT OF THE INTERSECTION IS A POURED SONOTUBE WITH INTEGRATED PVC
 PL0200'ELECTRICAL CONDUIT.  IT IS NOT THE SAME CONCRETE BASE AS DESCRIBED IN
 PL0200'1934.  IT APPEARS THAT THE MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0569 ***********************************************************************
 PM0569  DESIGNATION -  FILER CITY FIBER PAPER CO STK
 PM0569  PID         -  PM0569
 PM0569  STATE/COUNTY-  MI/MANISTEE
 PM0569  COUNTRY     -  US
 PM0569  USGS QUAD   -  MANISTEE (2017)
 PM0569
 PM0569                         *CURRENT SURVEY CONTROL
 PM0569  ______________________________________________________________________
 PM0569* NAD 83(1994) POSITION- 44 12 54.90776(N) 086 17 02.96038(W)   ADJUSTED
 PM0569  ______________________________________________________________________
 PM0569  GEOID HEIGHT    -        -35.095 (meters)                     GEOID18
 PM0569  LAPLACE CORR    -          6.38  (seconds)                    DEFLEC18
 PM0569  HORZ ORDER      -  THIRD
 PM0569
 PM0569.The horizontal coordinates were established by classical geodetic methods
 PM0569.and adjusted by the National Geodetic Survey in February 1997.
 PM0569
 PM0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0569.GEOID18 height accuracy estimate available here.
 PM0569
 PM0569.Click photographs - Photos may exist for this station.
 PM0569
 PM0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0569
 PM0569. The following values were computed from the NAD 83(1994) position.
 PM0569
 PM0569;                    North         East     Units Scale Factor Converg.
 PM0569;SPC MI C     -   101,664.140 5,846,777.990   MT  0.99999284   -1 21 16.3
 PM0569;SPC MI C     -   333,543.77 19,182,342.49   iFT  0.99999284   -1 21 16.3
 PM0569;UTM  16      - 4,896,029.996   557,184.327   MT  0.99964022   +0 29 57.2
 PM0569
 PM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5718496029(NAD 83)
 PM0569
 PM0569                          SUPERSEDED SURVEY CONTROL
 PM0569
 PM0569  NAD 83(1986)-  44 12 54.91157(N)    086 17 02.96195(W) AD(       ) 3
 PM0569  NAD 27      -  44 12 54.90011(N)    086 17 02.65759(W) AD(       ) 3
 PM0569
 PM0569.Superseded values are not recommended for survey control.
 PM0569
 PM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0569.See file dsdata.pdf to determine how the superseded data were derived.
 PM0569
 PM0569_MARKER: 63 = STACK
 PM0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0569+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 PM0569
 PM0569  HISTORY     - Date     Condition        Report By
 PM0569  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0569  HISTORY     - 1965     GOOD             USLS
 PM0569  HISTORY     - 1966     GOOD             CGS
 PM0569  HISTORY     - 1990     GOOD             USPSQD
 PM0569  HISTORY     - 1991     GOOD             USPSQD
 PM0569  HISTORY     - 20010331 GOOD             NGS
 PM0569  HISTORY     - 20011013 GOOD             USPSQD
 PM0569  HISTORY     - 20031209 GOOD             USPSQD
 PM0569
 PM0569                          STATION DESCRIPTION
 PM0569
 PM0569'DESCRIBED BY US LAKE SURVEY 1965
 PM0569'STATION RECOVERED.
 PM0569
 PM0569                          STATION RECOVERY (1966)
 PM0569
 PM0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 PM0569'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (1990)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (1991)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (2001)
 PM0569
 PM0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0569'
 PM0569
 PM0569                          STATION RECOVERY (2001)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (2003)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0024 ***********************************************************************
 NE0024  DESIGNATION -  FILTER USLS
 NE0024  PID         -  NE0024
 NE0024  STATE/COUNTY-  MI/ST CLAIR
 NE0024  COUNTRY     -  US
 NE0024  USGS QUAD   -  ST. CLAIR (2017)
 NE0024
 NE0024                         *CURRENT SURVEY CONTROL
 NE0024  ______________________________________________________________________
 NE0024* NAD 83(1986) POSITION- 42 49 32.     (N) 082 29 06.     (W)   SCALED
 NE0024* NAVD 88 ORTHO HEIGHT -   177.109 (meters)      581.07  (feet) ADJUSTED
 NE0024  ______________________________________________________________________
 NE0024  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 NE0024  DYNAMIC HEIGHT  -        177.061 (meters)      580.91  (feet) COMP
 NE0024  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 NE0024
 NE0024  VERT ORDER      -  FIRST     CLASS 0
 NE0024
 NE0024.The horizontal coordinates were scaled from a map and have
 NE0024.an estimated accuracy of +/- 6 seconds.
 NE0024
 NE0024.The orthometric height was determined by differential leveling and
 NE0024.adjusted by the NATIONAL GEODETIC SURVEY
 NE0024.in June 1991.
 NE0024
 NE0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0024.GEOID18 height accuracy estimate available here.
 NE0024
 NE0024.Click photographs - Photos may exist for this station.
 NE0024
 NE0024.The dynamic height is computed by dividing the NAVD 88
 NE0024.geopotential number by the normal gravity value computed on the
 NE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0024.degrees latitude (g = 980.6199 gals.).
 NE0024
 NE0024.The modeled gravity was interpolated from observed gravity values.
 NE0024
 NE0024;                    North         East    Units  Estimated Accuracy
 NE0024;SPC MI S     -   148,960.    4,153,840.      MT  (+/- 180 meters Scaled)
 NE0024
 NE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH786425(NAD 83)
 NE0024
 NE0024                          SUPERSEDED SURVEY CONTROL
 NE0024
 NE0024  NGVD 29 (11/26/84)  177.232  (m)          581.47   (f) ADJUSTED    1 0
 NE0024
 NE0024.Superseded values are not recommended for survey control.
 NE0024
 NE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0024.See file dsdata.pdf to determine how the superseded data were derived.
 NE0024
 NE0024_MARKER: P = PIPE CAP
 NE0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0024_PROJECTION: RECESSED 40 CENTIMETERS
 NE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0024_ROD/PIPE-DEPTH: 10.6 meters
 NE0024_SLEEVE-DEPTH  : 10.4 meters
 NE0024
 NE0024  HISTORY     - Date     Condition        Report By
 NE0024  HISTORY     - 1970     MONUMENTED       USLS
 NE0024  HISTORY     - 1970     GOOD             USLS
 NE0024  HISTORY     - 1980     GOOD             NGS
 NE0024  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0024  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0024  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0024
 NE0024                          STATION DESCRIPTION
 NE0024
 NE0024'DESCRIBED BY US LAKE SURVEY 1970
 NE0024'AT ST CLAIR.
 NE0024'FILTER IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE ST.
 NE0024'CLAIR WATER FILTER PLANT, 120 FEET EAST OF CENTERLINE OF RIVERSIDE
 NE0024'AVENUE (HIGHWAY 29), 74.2 FEET EAST SOUTHEAST OF SOUTHWEST
 NE0024'CORNER OF FILTER BUILDING, 45.5 FEET NORTHWEST OF OUTER EDGE
 NE0024'OF INNER ANGLE IN STEEL CAPPED RETAINING WALL, 39.8 FEET SOUTH
 NE0024'SOUTHEAST OF NORTHEAST CORNER OF FILTER BUILDING, 19.9 FEET
 NE0024'WEST OF OUTER EDGE OF STEEL CAPPED RETAINING WALL, 4.8 FEET
 NE0024'SOUTHEAST OF SOUTHEAST CORNER OF FILTER BUILDING, 1 1/2-FEET
 NE0024'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0024'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 NE0024'STEEL PIPE, 35 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 NE0024'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0024'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND
 NE0024'SURFACE.  NOTE-- PREV. DESIG. BM FILTER 1970
 NE0024
 NE0024                          STATION RECOVERY (1980)
 NE0024
 NE0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0024'IN ST CLAIR, AT THE SOUTHEAST CORNER OF THE MOST SOUTHERLY BRICK
 NE0024'BUILDING OF THE ST CLAIR WATER FILTER PLANT ON HIGHWAY 29, DIRECTLY
 NE0024'ACROSS THE HIGHWAY FROM THE NORTH END OF THE RIVERVIEW PLAZA, 36.6
 NE0024'METERS (120.0 FEET) EAST OF THE CENTER LINE OF HIGHWAY 29, 6.0 METERS
 NE0024'(20.0 FEET) WEST OF THE STEEL BULKHEAD, 1.46 METERS (4.8 FEET)
 NE0024'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, NOTE, THIS MARK
 NE0024'IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0024'GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH PVC
 NE0024'PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED FILTER.
 NE0024'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0024
 NE0024                          STATION RECOVERY (1987)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 1987
 NE0024'MARK NOT FOUND.
 NE0024
 NE0024                          STATION RECOVERY (1999)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0024'MARK NOT FOUND.
 NE0024
 NE0024                          STATION RECOVERY (2005)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0292 ***********************************************************************
 QJ0292  DESIGNATION -  FINLEY
 QJ0292  PID         -  QJ0292
 QJ0292  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0292  COUNTRY     -  US
 QJ0292  USGS QUAD   -  HILLMAN NE (2017)
 QJ0292
 QJ0292                         *CURRENT SURVEY CONTROL
 QJ0292  ______________________________________________________________________
 QJ0292* NAD 83(1994) POSITION- 45 13 52.65953(N) 083 51 36.81234(W)   ADJUSTED
 QJ0292* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 QJ0292  ______________________________________________________________________
 QJ0292  GEOID HEIGHT    -        -36.508 (meters)                     GEOID18
 QJ0292  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 QJ0292  HORZ ORDER      -  THIRD
 QJ0292
 QJ0292.The horizontal coordinates were established by classical geodetic methods
 QJ0292.and adjusted by the National Geodetic Survey in February 1997.
 QJ0292
 QJ0292.The orthometric height was scaled from a topographic map.
 QJ0292
 QJ0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0292.GEOID18 height accuracy estimate available here.
 QJ0292
 QJ0292.Click photographs - Photos may exist for this station.
 QJ0292
 QJ0292.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0292
 QJ0292. The following values were computed from the NAD 83(1994) position.
 QJ0292
 QJ0292;                    North         East     Units Scale Factor Converg.
 QJ0292;SPC MI C     -   212,878.568 6,039,767.060   MT  0.99992531   +0 21 27.9
 QJ0292;SPC MI C     -   698,420.50 19,815,508.73   iFT  0.99992531   +0 21 27.9
 QJ0292;UTM  17      - 5,012,625.079   275,479.917   MT  1.00021985   -2 01 53.3
 QJ0292
 QJ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0292!SPC MI C     -   0.99996529  x   0.99992531  =   0.99989060
 QJ0292!UTM  17      -   0.99996529  x   1.00021985  =   1.00018513
 QJ0292
 QJ0292:                Primary Azimuth Mark                     Grid Az
 QJ0292:SPC MI C     -  FINLEY AZ MK                             344 12 35.8
 QJ0292:UTM  17      -  FINLEY AZ MK                             346 35 57.0
 QJ0292
 QJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7547912625(NAD 83)
 QJ0292
 QJ0292|---------------------------------------------------------------------|
 QJ0292| PID    Reference Object                     Distance      Geod. Az  |
 QJ0292|                                                           dddmmss.s |
 QJ0292| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.13.7 KM 0684257.5 |
 QJ0292| CH1136 FINLEY RM 1                          23.892 METERS 17835     |
 QJ0292| CH1137 FINLEY RM 2                           8.439 METERS 26732     |
 QJ0292| CH1135 FINLEY AZ MK                                       3443403.7 |
 QJ0292|---------------------------------------------------------------------|
 QJ0292
 QJ0292                          SUPERSEDED SURVEY CONTROL
 QJ0292
 QJ0292  NAD 83(1986)-  45 13 52.65097(N)    083 51 36.81241(W) AD(       ) 3
 QJ0292  NAD 27      -  45 13 52.61100(N)    083 51 36.82700(W) AD(       ) 3
 QJ0292
 QJ0292.Superseded values are not recommended for survey control.
 QJ0292
 QJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0292.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0292
 QJ0292_MARKER: DS = TRIANGULATION STATION DISK
 QJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0292_STAMPING: FINLEY 1956
 QJ0292_MARK LOGO: CGS
 QJ0292_PROJECTION: FLUSH
 QJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0292+STABILITY: SURFACE MOTION
 QJ0292
 QJ0292  HISTORY     - Date     Condition        Report By
 QJ0292  HISTORY     - 1956     MONUMENTED       CGS
 QJ0292
 QJ0292                          STATION DESCRIPTION
 QJ0292
 QJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0292'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF RODGERS CITY AND ABOUT
 QJ0292'8 MILES WEST OF POSEN, ON THE NORTH SIDE OF A SAND ROAD AND ON THE
 QJ0292'PROPERTY OF MR. HAROLD FINLEY.  IT IS 39 FEET NORTH OF THE CENTER LINE
 QJ0292'OF THE SAND ROAD, 134 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 QJ0292'BUILDING, 6 FEET WEST OF A POWER LINE POLE AND 4.5 FEET WEST OF A
 QJ0292'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED FINLEY
 QJ0292'1956.
 QJ0292'
 QJ0292'TO REACH THE STATION FROM THE JUNCTION OF M 65 AND PRESQUE ISLE COUNTY
 QJ0292'634 IN POSEN, GO WEST ON PRESQUE ISLE COUNTY 634 FOR 4.95 MILES TO A
 QJ0292'GRAVEL CROSSROAD AND THE END OF PAVEMENT.  CONTINUE WEST ON PRESQUE
 QJ0292'ISLE COUNTY 634 (GRAVEL) FOR 3.0 MILES TO A GRAVEL SIDE ROAD LEFT.
 QJ0292'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 1.75 MILES TO THE AZIMUTH
 QJ0292'MARK ON THE RIGHT.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO A
 QJ0292'SAND ROAD LEFT AND THE GRAVEL ROAD TURNS WEST.  TURN LEFT AND GO EAST
 QJ0292'ON SAND ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 QJ0292'
 QJ0292'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE CENTER LINE OF THE SAND ROAD
 QJ0292'AND 98 FEET EAST OF A 36 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE
 QJ0292'DISK IS STAMPED FINLEY NO 1 1956.
 QJ0292'
 QJ0292'REFERENCE MARK 2 IS 40 FEET NORTH OF THE CENTER LINE OF THE SAND ROAD,
 QJ0292'132 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE BUILDING AND 32
 QJ0292'FEET WEST OF THE WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 QJ0292'IS STAMPED FINLEY NO 2 1956.
 QJ0292'
 QJ0292'AZIMUTH MARK IS 28 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 157
 QJ0292'FEET SOUTH OF THE CENTER LINE OF A GRAVEL DRIVEWAY, 65 FEET SOUTH OF A
 QJ0292'FENCE CORNER, 60 FEET SOUTH OF A POWER LINE POLE, 2 FEET SOUTH OF A
 QJ0292'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4
 QJ0292'INCHES AND THE DISK IS STAMPED FINLEY 1956.
 QJ0292'
 QJ0292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0105 ***********************************************************************
 QK0105  DESIGNATION -  FIRE
 QK0105  PID         -  QK0105
 QK0105  STATE/COUNTY-  MI/CHEBOYGAN
 QK0105  COUNTRY     -  US
 QK0105  USGS QUAD   -  INDIAN RIVER (2017)
 QK0105
 QK0105                         *CURRENT SURVEY CONTROL
 QK0105  ______________________________________________________________________
 QK0105* NAD 83(1986) POSITION- 45 29 02.     (N) 084 35 35.     (W)   SCALED
 QK0105* NAVD 88 ORTHO HEIGHT -   188.516 (meters)      618.49  (feet) ADJUSTED
 QK0105  ______________________________________________________________________
 QK0105  GEOID HEIGHT    -        -35.489 (meters)                     GEOID18
 QK0105  DYNAMIC HEIGHT  -        188.514 (meters)      618.48  (feet) COMP
 QK0105  MODELED GRAVITY -    980,601.7   (mgal)                       NAVD 88
 QK0105
 QK0105  VERT ORDER      -  FIRST     CLASS I
 QK0105
 QK0105.The horizontal coordinates were scaled from a map and have
 QK0105.an estimated accuracy of +/- 6 seconds.
 QK0105
 QK0105.The orthometric height was determined by differential leveling and
 QK0105.adjusted by the NATIONAL GEODETIC SURVEY
 QK0105.in June 1991.
 QK0105
 QK0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0105.GEOID18 height accuracy estimate available here.
 QK0105
 QK0105.Click photographs - Photos may exist for this station.
 QK0105
 QK0105.The dynamic height is computed by dividing the NAVD 88
 QK0105.geopotential number by the normal gravity value computed on the
 QK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0105.degrees latitude (g = 980.6199 gals.).
 QK0105
 QK0105.The modeled gravity was interpolated from observed gravity values.
 QK0105
 QK0105;                    North         East    Units  Estimated Accuracy
 QK0105;SPC MI C     -   240,850.    5,982,300.      MT  (+/- 180 meters Scaled)
 QK0105
 QK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR880395(NAD 83)
 QK0105
 QK0105                          SUPERSEDED SURVEY CONTROL
 QK0105
 QK0105.No superseded survey control is available for this station.
 QK0105
 QK0105_MARKER: DD = SURVEY DISK
 QK0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0105_SP_SET: BUILDING
 QK0105_MARK LOGO: USLS
 QK0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0105
 QK0105  HISTORY     - Date     Condition        Report By
 QK0105  HISTORY     - 1960     MONUMENTED       USLS
 QK0105  HISTORY     - 1973     GOOD             USLS
 QK0105  HISTORY     - 20010331 GOOD             NGS
 QK0105
 QK0105                          STATION DESCRIPTION
 QK0105
 QK0105'DESCRIBED BY US LAKE SURVEY 1973
 QK0105'AT TOPINABEE.
 QK0105'FIRE IS AT TOPINABEE, CHEBOYGAN COUNTY, MICHIGAN, ON NORTHWEST SIDE
 QK0105'OF HWY. M27, SOUTHWEST OF PORTAGE STREET, ON THE NORTHEAST FACE
 QK0105'OF MULLETT TOWNSHIP FIRE HALL, 1.8 FEET NORTHWEST OF THE EASTERLY
 QK0105'CORNER, 3-3/4-FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 QK0105'CROSS IN CENTER OF BRONZE DISC SET INTO THE CONCRETE BLOCK WALL.
 QK0105'NOTE-- MARK WAS PREVIOUSLY DESIGNATED FIRE 1960.
 QK0105
 QK0105                          STATION RECOVERY (2001)
 QK0105
 QK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0563 ***********************************************************************
 NE0563  DESIGNATION -  FIRE 46
 NE0563  PID         -  NE0563
 NE0563  STATE/COUNTY-  MI/WAYNE
 NE0563  COUNTRY     -  US
 NE0563  USGS QUAD   -  WYANDOTTE (2017)
 NE0563
 NE0563                         *CURRENT SURVEY CONTROL
 NE0563  ______________________________________________________________________
 NE0563* NAD 83(1986) POSITION- 42 10 13.     (N) 083 10 12.     (W)   SCALED
 NE0563* NAVD 88 ORTHO HEIGHT -   178.861 (meters)      586.81  (feet) ADJUSTED
 NE0563  ______________________________________________________________________
 NE0563  GEOID HEIGHT    -        -34.741 (meters)                     GEOID18
 NE0563  DYNAMIC HEIGHT  -        178.804 (meters)      586.63  (feet) COMP
 NE0563  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 NE0563
 NE0563  VERT ORDER      -  FIRST     CLASS 0
 NE0563
 NE0563.The horizontal coordinates were scaled from a map and have
 NE0563.an estimated accuracy of +/- 6 seconds.
 NE0563
 NE0563.The orthometric height was determined by differential leveling and
 NE0563.adjusted by the NATIONAL GEODETIC SURVEY
 NE0563.in June 1991.
 NE0563
 NE0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0563.GEOID18 height accuracy estimate available here.
 NE0563
 NE0563.Click photographs - Photos may exist for this station.
 NE0563
 NE0563.The dynamic height is computed by dividing the NAVD 88
 NE0563.geopotential number by the normal gravity value computed on the
 NE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0563.degrees latitude (g = 980.6199 gals.).
 NE0563
 NE0563.The modeled gravity was interpolated from observed gravity values.
 NE0563
 NE0563;                    North         East    Units  Estimated Accuracy
 NE0563;SPC MI S     -    75,160.    4,098,880.      MT  (+/- 180 meters Scaled)
 NE0563
 NE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG207709(NAD 83)
 NE0563
 NE0563                          SUPERSEDED SURVEY CONTROL
 NE0563
 NE0563  NGVD 29 (??/??/92)  179.039  (m)          587.40   (f) ADJ UNCH    1 0
 NE0563
 NE0563.Superseded values are not recommended for survey control.
 NE0563
 NE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0563.See file dsdata.pdf to determine how the superseded data were derived.
 NE0563
 NE0563_MARKER: Z = SEE DESCRIPTION
 NE0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0563_SP_SET: SIDEWALK
 NE0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0563
 NE0563  HISTORY     - Date     Condition        Report By
 NE0563  HISTORY     - 1970     MONUMENTED       USLS
 NE0563  HISTORY     - 1970     GOOD             USLS
 NE0563  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0563
 NE0563                          STATION DESCRIPTION
 NE0563
 NE0563'DESCRIBED BY US LAKE SURVEY 1970
 NE0563'AT TRENTON.
 NE0563'FIRE 46 IS AT TRENTON, WAYNE COUNTY, MICHIGAN, OPPOSITE MC LOUTH
 NE0563'STEEL CROP., 54 FEET WEST OF CENTERLINE OF W. JEFFERSON AVE.,
 NE0563'25 FEET SOUTH OF CENTERLINE OF SIBLEY ROAD, 9.0 FEET NORTH OF
 NE0563'LEONARD GAS SIGN BASE, 0.4 FEET SOUTH OF UTILITY POLE NO. 5-10
 NE0563'WITH FIRE ALARM BOX 46, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0563'DIAMETER GROUND ROD SET INTO THE TOP OF THE CONCRETE SIDEWALK.
 NE0563'NOTE-- PREV DESIG. BM FIRE 46 1970.
 NE0563
 NE0563                          STATION RECOVERY (1987)
 NE0563
 NE0563'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0563'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8080 ***********************************************************************
 AA8080  CBN         -  This is a Cooperative Base Network Control Station.
 AA8080  DESIGNATION -  FIRE HALL
 AA8080  PID         -  AA8080
 AA8080  STATE/COUNTY-  MI/MARQUETTE
 AA8080  COUNTRY     -  US
 AA8080  USGS QUAD   -  CHAMPION (2017)
 AA8080
 AA8080                         *CURRENT SURVEY CONTROL
 AA8080  ______________________________________________________________________
 AA8080* NAD 83(2011) POSITION- 46 30 55.63417(N) 087 58 17.30809(W)   ADJUSTED
 AA8080* NAD 83(2011) ELLIP HT-   451.687 (meters)        (06/27/12)   ADJUSTED
 AA8080* NAD 83(2011) EPOCH   -  2010.00
 AA8080* NAVD 88 ORTHO HEIGHT -   485.1   (meters)     1592.    (feet) GPS OBS
 AA8080  ______________________________________________________________________
 AA8080  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8080  GEOID HEIGHT    -        -33.007 (meters)                     GEOID93
 AA8080  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 AA8080  NAD 83(2011) X  -    155,649.240 (meters)                     COMP
 AA8080  NAD 83(2011) Y  - -4,394,481.556 (meters)                     COMP
 AA8080  NAD 83(2011) Z  -  4,605,190.466 (meters)                     COMP
 AA8080  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 AA8080
 AA8080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8080  Standards:
 AA8080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8080  -------------------------------------------------------------------
 AA8080  NETWORK    0.60   1.63           0.28   0.20   0.83     -0.01102099
 AA8080  -------------------------------------------------------------------
 AA8080  Click here for local accuracies and other accuracy information.
 AA8080
 AA8080.The horizontal coordinates were established by GPS observations
 AA8080.and adjusted by the National Geodetic Survey in June 2012.
 AA8080
 AA8080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8080.been affixed to the stable North American tectonic plate. See 
 AA8080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8080
 AA8080.The horizontal coordinates are valid at the epoch date displayed above
 AA8080.which is a decimal equivalence of Year/Month/Day.
 AA8080
 AA8080.The orthometric height was determined by GPS observations and a
 AA8080.high-resolution geoid model.
 AA8080
 AA8080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8080.GEOID18 height accuracy estimate available here.
 AA8080
 AA8080.Click photographs - Photos may exist for this station.
 AA8080
 AA8080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8080
 AA8080.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8080
 AA8080.The ellipsoidal height was determined by GPS observations
 AA8080.and is referenced to NAD 83.
 AA8080
 AA8080. The following values were computed from the NAD 83(2011) position.
 AA8080
 AA8080;                    North         East     Units Scale Factor Converg.
 AA8080;SPC MI N     -   192,972.689 7,925,456.741   MT  0.99991089   -0 42 07.8
 AA8080;SPC MI N     -   633,112.50 26,002,154.66   iFT  0.99991089   -0 42 07.8
 AA8080;UTM  16      - 5,151,778.965   425,478.236   MT  0.99966826   -0 42 17.6
 AA8080
 AA8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8080!SPC MI N     -   0.99992920  x   0.99991089  =   0.99984010
 AA8080!UTM  16      -   0.99992920  x   0.99966826  =   0.99959748
 AA8080
 AA8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2547851778(NAD 83)
 AA8080
 AA8080                          SUPERSEDED SURVEY CONTROL
 AA8080
 AA8080  NAD 83(2007)-  46 30 55.63437(N)    087 58 17.30913(W) AD(2002.00) 0
 AA8080  ELLIP H (02/10/07)  451.703  (m)                       GP(2002.00)    
 AA8080  ELLIP H (06/11/02)  451.702  (m)                       GP(       ) 4 1
 AA8080  NAD 83(1994)-  46 30 55.63441(N)    087 58 17.30893(W) AD(       ) B
 AA8080  ELLIP H (09/20/95)  451.739  (m)                       GP(       ) 1 2
 AA8080
 AA8080.Superseded values are not recommended for survey control.
 AA8080
 AA8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8080.See file dsdata.pdf to determine how the superseded data were derived.
 AA8080
 AA8080_MARKER: DV = VERTICAL CONTROL DISK
 AA8080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8080_STAMPING: FIRE HALL 1994
 AA8080_MARK LOGO: NGS
 AA8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8080+STABILITY: SURFACE MOTION
 AA8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8080+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 AA8080
 AA8080  HISTORY     - Date     Condition        Report By
 AA8080  HISTORY     - 1993     MONUMENTED       NGS
 AA8080  HISTORY     - 19961016 GOOD             MIDT
 AA8080  HISTORY     - 20010717 GOOD             MIDNR
 AA8080  HISTORY     - 20010917 GOOD             INDIV
 AA8080  HISTORY     - 20021112 GOOD             INDIV
 AA8080  HISTORY     - 20041227 GOOD             STS
 AA8080  HISTORY     - 20050821 GOOD             STS
 AA8080  HISTORY     - 20070505 GOOD             STS
 AA8080  HISTORY     - 20091026 GOOD             STS
 AA8080
 AA8080                          STATION DESCRIPTION
 AA8080
 AA8080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (CFS)
 AA8080'STATION IS LOCATED IN QUAD 460874, ABOUT 15 MI (24.1 KM) WEST OF
 AA8080'ISHPEMING, ON THE WEST SIDE OF CHAMPION, IN SECTION 32, T 48 N, R 29
 AA8080'W, MICHIGAMME TOWNSHIP, ON THE CHAMPION SOUTHWEST QUADRANGLE MAP, AT
 AA8080'THE NORTH CORNER OF A MOWED AREA ON THE NORTHWEST SIDE OF THE FIRE
 AA8080'STATION BUILDING.  OWNERSHIP--TOWN OF CHAMPION.  TO REACH FROM THE
 AA8080'POST OFFICE IN CHAMPION, GO NORTHWEST ON U.S.  HIGHWAY 41 AND STATE
 AA8080'HIGHWAY 28 FOR 0.33 KM (0.20 MI) TO ENTRANCE TO FIRE STATION ON THE
 AA8080'RIGHT.  CONTINUE AHEAD FOR 70 M (229.7 FT) TO A TRACK DRIVE AT REAR OF
 AA8080'FIRE STATION.  TURN RIGHT, THEN LEFT, NORTHWEST, ACROSS MOWED AREA FOR
 AA8080'70 M (229.7 FT) TO THE STATION ON SLIGHT HUMP.  STATION IS FLUSH WITH
 AA8080'THE GROUND.  IT IS LOCATED 68.7 M (225.4 FT) NORTHWEST OF THE NORTH
 AA8080'CORNER OF THE FIRE STATION, 35.8 M (117.5 FT) NORTHEAST OF THE
 AA8080'CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) SOUTHWEST OF THE SOUTHWEST
 AA8080'RAIL OF THE TRACK, 5.8 M (19.0 FT) NORTHEAST OF THE EXTENDED NORTHEAST
 AA8080'WALL OF THE BUILDING, 3 M (9.8 FT) SOUTH OF THE NORTH CORNER OF THE
 AA8080'MOWED AREA, AND 1.4 M (4.6 FT) NORTH OF A WOOD POST WITH SIGN.
 AA8080
 AA8080                          STATION RECOVERY (1996)
 AA8080
 AA8080'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 AA8080'RECOVERED AS DESCRIBED.
 AA8080
 AA8080                          STATION RECOVERY (2001)
 AA8080
 AA8080'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (DRL)
 AA8080'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 AA8080'BY NGS IN 1994.
 AA8080
 AA8080                          STATION RECOVERY (2001)
 AA8080
 AA8080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JRC)
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2002)
 AA8080
 AA8080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2004)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2004
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2005)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2005 (SJB)
 AA8080'RECOVERED AS DESCRIBED
 AA8080
 AA8080                          STATION RECOVERY (2007)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2007 (CLC)
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2009)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2009 (CLC)
 AA8080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0051 ***********************************************************************
 RJ0051  DESIGNATION -  FIRECK
 RJ0051  PID         -  RJ0051
 RJ0051  STATE/COUNTY-  MI/CHIPPEWA
 RJ0051  COUNTRY     -  US
 RJ0051  USGS QUAD   -  GOETZVILLE (2017)
 RJ0051
 RJ0051                         *CURRENT SURVEY CONTROL
 RJ0051  ______________________________________________________________________
 RJ0051* NAD 83(1986) POSITION- 46 04 19.     (N) 084 05 33.     (W)   SCALED
 RJ0051* NAVD 88 ORTHO HEIGHT -   220.030 (meters)      721.88  (feet) ADJUSTED
 RJ0051  ______________________________________________________________________
 RJ0051  GEOID HEIGHT    -        -36.510 (meters)                     GEOID18
 RJ0051  DYNAMIC HEIGHT  -        220.035 (meters)      721.90  (feet) COMP
 RJ0051  MODELED GRAVITY -    980,633.9   (mgal)                       NAVD 88
 RJ0051
 RJ0051  VERT ORDER      -  FIRST     CLASS 0
 RJ0051
 RJ0051.The horizontal coordinates were scaled from a map and have
 RJ0051.an estimated accuracy of +/- 6 seconds.
 RJ0051
 RJ0051.The orthometric height was determined by differential leveling and
 RJ0051.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0051.in June 1991.
 RJ0051
 RJ0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0051.GEOID18 height accuracy estimate available here.
 RJ0051
 RJ0051.Click photographs - Photos may exist for this station.
 RJ0051
 RJ0051.The dynamic height is computed by dividing the NAVD 88
 RJ0051.geopotential number by the normal gravity value computed on the
 RJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0051.degrees latitude (g = 980.6199 gals.).
 RJ0051
 RJ0051.The modeled gravity was interpolated from observed gravity values.
 RJ0051
 RJ0051;                    North         East    Units  Estimated Accuracy
 RJ0051;SPC MI N     -   147,350.    8,224,860.      MT  (+/- 180 meters Scaled)
 RJ0051
 RJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS248061(NAD 83)
 RJ0051
 RJ0051                          SUPERSEDED SURVEY CONTROL
 RJ0051
 RJ0051.No superseded survey control is available for this station.
 RJ0051
 RJ0051_MARKER: DD = SURVEY DISK
 RJ0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0051_SP_SET: BUILDING
 RJ0051_MARK LOGO: USACE
 RJ0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0051
 RJ0051  HISTORY     - Date     Condition        Report By
 RJ0051  HISTORY     - 1960     MONUMENTED       USLS
 RJ0051  HISTORY     - 1972     GOOD             USLS
 RJ0051  HISTORY     - 1983     GOOD             NGS
 RJ0051  HISTORY     - 19940729 GOOD             USPSQD
 RJ0051
 RJ0051                          STATION DESCRIPTION
 RJ0051
 RJ0051'DESCRIBED BY US LAKE SURVEY 1972
 RJ0051'1 MI N FROM GOETZVILLE.
 RJ0051'FIRECK IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 1 MILE NORTH OF
 RJ0051'GOETZVILLE, SOUTHWEST OF RIGHT ANGLE TURN IN M-48 AT JUNCTION
 RJ0051'OF M-48 AND BLACK-TOP COUNTY ROAD LEADING NORTH, ON NORTH FACE
 RJ0051'OF A ONE-STORY FACE-BRICK AND FRAME DWELLING OCCUPIED BY MR.
 RJ0051'AND MRS. FIRECK, 135 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 RJ0051'PORTION OF M-48, 0.6 FOOT WEST OF NORTHEAST CORNER OF THE
 RJ0051'DWELLING, 1-1/4 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 RJ0051'CROSS ON BRONZE DISC SET INTO CONCRETE BLOCK FOUNDATION.
 RJ0051
 RJ0051                          STATION RECOVERY (1983)
 RJ0051
 RJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 RJ0051'(0.85 MI) NORTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0051'GOETZVILLE, THENCE 0.2 KM (0.15 MI) NORTH ALONG OLD HIGHWAY 48, AT A
 RJ0051'PRIVATE DRIVEWAY WEST LEADING TO THE FIRECK HOME, A U.S. CORPS OF
 RJ0051'ENGINEERS DISK SET VERTICALLY AND 0.18 METERS (0.6 FT) WEST OF THE
 RJ0051'NORTHEAST CORNER IN THE NORTH FACE OF THE FOUNDATION WALL,
 RJ0051'41.14 METERS (135.0 FT) WEST OF THE CENTERLINE OF OLD HIGHWAY 48.
 RJ0051'THE MARK IS 0.41 M ABOVE GROUND.
 RJ0051
 RJ0051                          STATION RECOVERY (1994)
 RJ0051
 RJ0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0570 ***********************************************************************
 NE0570  DESIGNATION -  FIRESTONE USLS
 NE0570  PID         -  NE0570
 NE0570  STATE/COUNTY-  MI/WAYNE
 NE0570  COUNTRY     -  US
 NE0570  USGS QUAD   -  WYANDOTTE (2017)
 NE0570
 NE0570                         *CURRENT SURVEY CONTROL
 NE0570  ______________________________________________________________________
 NE0570* NAD 83(1986) POSITION- 42 10 49.     (N) 083 09 48.     (W)   SCALED
 NE0570* NAVD 88 ORTHO HEIGHT -   175.883 (meters)      577.04  (feet) ADJUSTED
 NE0570  ______________________________________________________________________
 NE0570  GEOID HEIGHT    -        -34.724 (meters)                     GEOID18
 NE0570  DYNAMIC HEIGHT  -        175.827 (meters)      576.86  (feet) COMP
 NE0570  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 NE0570
 NE0570  VERT ORDER      -  FIRST     CLASS 0
 NE0570
 NE0570.The horizontal coordinates were scaled from a map and have
 NE0570.an estimated accuracy of +/- 6 seconds.
 NE0570
 NE0570.The orthometric height was determined by differential leveling and
 NE0570.adjusted by the NATIONAL GEODETIC SURVEY
 NE0570.in June 1991.
 NE0570
 NE0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0570.GEOID18 height accuracy estimate available here.
 NE0570
 NE0570.Click photographs - Photos may exist for this station.
 NE0570
 NE0570.The dynamic height is computed by dividing the NAVD 88
 NE0570.geopotential number by the normal gravity value computed on the
 NE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0570.degrees latitude (g = 980.6199 gals.).
 NE0570
 NE0570.The modeled gravity was interpolated from observed gravity values.
 NE0570
 NE0570;                    North         East    Units  Estimated Accuracy
 NE0570;SPC MI S     -    76,280.    4,099,410.      MT  (+/- 180 meters Scaled)
 NE0570
 NE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG213720(NAD 83)
 NE0570
 NE0570                          SUPERSEDED SURVEY CONTROL
 NE0570
 NE0570  NGVD 29 (11/26/84)  176.062  (m)          577.63   (f) ADJUSTED    1 0
 NE0570
 NE0570.Superseded values are not recommended for survey control.
 NE0570
 NE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0570.See file dsdata.pdf to determine how the superseded data were derived.
 NE0570
 NE0570_MARKER: Z = SEE DESCRIPTION
 NE0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0570_SP_SET: STEEL ROD
 NE0570_PROJECTION: FLUSH
 NE0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0570_ROD/PIPE-DEPTH: 8 meters
 NE0570
 NE0570  HISTORY     - Date     Condition        Report By
 NE0570  HISTORY     - 1949     MONUMENTED       USLS
 NE0570  HISTORY     - 1970     GOOD             USLS
 NE0570  HISTORY     - 1980     GOOD             NGS
 NE0570  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0570  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0570
 NE0570                          STATION DESCRIPTION
 NE0570
 NE0570'DESCRIBED BY US LAKE SURVEY 1970
 NE0570'IN RIVERVIEW.
 NE0570'FIRESTONE IS IN RIVERVIEW, WAYNE COUNTY, MICHIGAN, ON THE
 NE0570'EAST SIDE OF JEFFERSON AVENUE, NEAR NORTH END OF BUILDING OF
 NE0570'THE FIRESTONE STEEL PRODUCTS COMPANY, 14.5 FEET FROM JEFFERSON
 NE0570'AVENUE CURB, 13.9 FEET SOUTH OF SOUTH RAIL OF TRACK INTO THE
 NE0570'PLANT, 1.0 FEET WEST OF AN IRON BAR FENCE, FLUSH WITH THE
 NE0570'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 3/4-INCH SQUARE STEEL
 NE0570'ROD, 8-FEET LONG WITH LOWER 4-FEET TWISTED.  NOTE-- PREV. DESIG.
 NE0570'BM FIRESTONE 1949.
 NE0570
 NE0570                          STATION RECOVERY (1980)
 NE0570
 NE0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0570'IN RIVERSIDE, NEAR THE NORTH END OF THE FIRESTONE STEEL PRODUCTS
 NE0570'COMPANY BUILDING, 4.4 METERS (14.5 FEET) EAST OF THE EAST CURB
 NE0570'OF JEFFERSON AVENUE, 4.2 METERS (13.9 FEET) SOUTH OF THE SOUTH
 NE0570'RAIL OF THE SPUR TRACK LEADING INTO THE PLANT, 0.3 METER (1.0 FOOT)
 NE0570'WEST OF AN IRON BAR FENCE, BEING THE HIGHEST POINT ON TOP OF A
 NE0570'3/4 INCH SQUARE STEEL ROD AND IS 8-FOOT LONG WITH THE LOWER 4 FOOT
 NE0570'BEING TWISTED.
 NE0570
 NE0570                          STATION RECOVERY (1983)
 NE0570
 NE0570'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0570'MARK NOT FOUND.
 NE0570
 NE0570                          STATION RECOVERY (1987)
 NE0570
 NE0570'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0570'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0608 ***********************************************************************
 QL0608  DESIGNATION -  FISHDAM
 QL0608  PID         -  QL0608
 QL0608  STATE/COUNTY-  MI/DELTA
 QL0608  COUNTRY     -  US
 QL0608  USGS QUAD   -  COOKS (2017)
 QL0608
 QL0608                         *CURRENT SURVEY CONTROL
 QL0608  ______________________________________________________________________
 QL0608* NAD 83(1994) POSITION- 45 57 37.09349(N) 086 29 33.96613(W)   ADJUSTED
 QL0608* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 QL0608  ______________________________________________________________________
 QL0608  GEOID HEIGHT    -        -35.403 (meters)                     GEOID18
 QL0608  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 QL0608  HORZ ORDER      -  FIRST
 QL0608
 QL0608.The horizontal coordinates were established by classical geodetic methods
 QL0608.and adjusted by the National Geodetic Survey in February 1997.
 QL0608
 QL0608.The orthometric height was scaled from a topographic map.
 QL0608
 QL0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0608.GEOID18 height accuracy estimate available here.
 QL0608
 QL0608.Click photographs - Photos may exist for this station.
 QL0608
 QL0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0608
 QL0608. The following values were computed from the NAD 83(1994) position.
 QL0608
 QL0608;                    North         East     Units Scale Factor Converg.
 QL0608;SPC MI N     -   130,939.180 8,039,316.465   MT  0.99991884   +0 21 59.8
 QL0608;SPC MI N     -   429,590.49 26,375,710.19   iFT  0.99991884   +0 21 59.8
 QL0608;UTM  16      - 5,089,762.048   539,304.180   MT  0.99961899   +0 21 52.7
 QL0608
 QL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0608!SPC MI N     -   0.99997122  x   0.99991884  =   0.99989006
 QL0608!UTM  16      -   0.99997122  x   0.99961899  =   0.99959022
 QL0608
 QL0608:                Primary Azimuth Mark                     Grid Az
 QL0608:SPC MI N     -  BURNT BLUFF RESET                        208 47 39.4
 QL0608:UTM  16      -  BURNT BLUFF RESET                        208 47 46.5
 QL0608
 QL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3930489762(NAD 83)
 QL0608
 QL0608|---------------------------------------------------------------------|
 QL0608| PID    Reference Object                     Distance      Geod. Az  |
 QL0608|                                                           dddmmss.s |
 QL0608| QL0627 BURNT BLUFF RESET                   APPROX.34.9 KM 2090939.2 |
 QL0608|---------------------------------------------------------------------|
 QL0608
 QL0608                          SUPERSEDED SURVEY CONTROL
 QL0608
 QL0608  NAD 83(1986)-  45 57 37.08967(N)    086 29 33.96436(W) AD(       ) 1
 QL0608  NAD 27      -  45 57 37.18100(N)    086 29 33.40600(W) AD(       ) 1
 QL0608  USSD        -  45 57 37.48600(N)    086 29 33.18700(W) AD(       ) 3
 QL0608
 QL0608.Superseded values are not recommended for survey control.
 QL0608
 QL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0608.See file dsdata.pdf to determine how the superseded data were derived.
 QL0608
 QL0608_MARKER: X = CHISELED CROSS
 QL0608_SETTING: 80 = SET IN A BOULDER
 QL0608_PROJECTION: RECESSED 61 CENTIMETERS
 QL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0608+STABILITY: SURFACE MOTION
 QL0608
 QL0608  HISTORY     - Date     Condition        Report By
 QL0608  HISTORY     - 1874     MONUMENTED       USLS
 QL0608  HISTORY     - 1954     MARK NOT FOUND   CGS
 QL0608
 QL0608                          STATION DESCRIPTION
 QL0608
 QL0608'DESCRIBED BY US LAKE SURVEY 1874
 QL0608'IN NORTHERN
 QL0608'PENINSULA OF
 QL0608'MICHIGAN, ABOUT 5 MILES NORTHEAST OF MOUTH OF FISHDAM RIVER, OR
 QL0608'HEAD OF BIG BAY DE NOC.  MARKED
 QL0608'BY STONE ABOUT 2 FEET BELOW SURFACE OF GROUND.
 QL0608'WITNESS MARKS (TREES) ARE- 8 FEET 1 INCH NORTH, 6
 QL0608'FEET 6 INCHES EAST, AND 12 FEET 6
 QL0608'INCHES NORTHWEST OF STATION.  LAKE SURVEY RECORDS ALSO CALL THIS
 QL0608'STATION FISHDAM RIVER.
 QL0608
 QL0608                          STATION RECOVERY (1954)
 QL0608
 QL0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0608'WITH THE AID OF AN INVERSE COMPUTATION FROM BLOSSER 1954 AN ATTEMPT
 QL0608'WAS MADE TO RECOVER THIS
 QL0608'STATION.  A THOROUGH SEARCH WAS MADE FOR THE UNDER-GROUND STONE MARK
 QL0608'BY EXTENSIVE DIGGING, BUT NO
 QL0608'EVIDENCE COULD BE FOUND OF THE OLD STONE MARK.  THIS AREA HAS
 QL0608'BEEN BURNED OFF AND ONLY SECOND GROWTH
 QL0608'TIMBER COVERS THIS AREA AT THE PRESENT TIME, AND
 QL0608'ALL WITNESS MARKS ARE GONE.
 QL0608'
 QL0608'THIS STATION MAY BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0257 ***********************************************************************
 NE0257  DESIGNATION -  FISHER
 NE0257  PID         -  NE0257
 NE0257  STATE/COUNTY-  MI/ST CLAIR
 NE0257  COUNTRY     -  US
 NE0257  USGS QUAD   -  MARINE CITY (2017)
 NE0257
 NE0257                         *CURRENT SURVEY CONTROL
 NE0257  ______________________________________________________________________
 NE0257* NAD 83(1986) POSITION- 42 37 50.     (N) 082 31 03.     (W)   SCALED
 NE0257* NAVD 88 ORTHO HEIGHT -   176.843 (meters)      580.19  (feet) ADJUSTED
 NE0257  ______________________________________________________________________
 NE0257  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 NE0257  DYNAMIC HEIGHT  -        176.793 (meters)      580.03  (feet) COMP
 NE0257  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 NE0257
 NE0257  VERT ORDER      -  FIRST     CLASS 0
 NE0257
 NE0257.The horizontal coordinates were scaled from a map and have
 NE0257.an estimated accuracy of +/- 6 seconds.
 NE0257
 NE0257.The orthometric height was determined by differential leveling and
 NE0257.adjusted by the NATIONAL GEODETIC SURVEY
 NE0257.in June 1991.
 NE0257
 NE0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0257.GEOID18 height accuracy estimate available here.
 NE0257
 NE0257.Click photographs - Photos may exist for this station.
 NE0257
 NE0257.The dynamic height is computed by dividing the NAVD 88
 NE0257.geopotential number by the normal gravity value computed on the
 NE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0257.degrees latitude (g = 980.6199 gals.).
 NE0257
 NE0257.The modeled gravity was interpolated from observed gravity values.
 NE0257
 NE0257;                    North         East    Units  Estimated Accuracy
 NE0257;SPC MI S     -   127,250.    4,151,660.      MT  (+/- 180 meters Scaled)
 NE0257
 NE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755209(NAD 83)
 NE0257
 NE0257                          SUPERSEDED SURVEY CONTROL
 NE0257
 NE0257  NGVD 29 (??/??/92)  176.968  (m)          580.60   (f) ADJ UNCH    1 0
 NE0257
 NE0257.Superseded values are not recommended for survey control.
 NE0257
 NE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0257.See file dsdata.pdf to determine how the superseded data were derived.
 NE0257
 NE0257_MARKER: Q = CHISELED SQUARE
 NE0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0257_SP_SET: BRIDGE
 NE0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0257
 NE0257  HISTORY     - Date     Condition        Report By
 NE0257  HISTORY     - 1946     MONUMENTED       NONE
 NE0257  HISTORY     - 1970     GOOD             USLS
 NE0257  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0257
 NE0257                          STATION DESCRIPTION
 NE0257
 NE0257'DESCRIBED BY US LAKE SURVEY 1970
 NE0257'AT ALGONAC.
 NE0257'FISHER IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, NEAR THE
 NE0257'NORTHERLY LIMITS OF ALGONAC, ON THE RIVER SIDE OF HIGHWAY M-29,
 NE0257'ON WING WALL AT EASTERLY CORNER OF THE BRIDGE OVER FISHER CREEK,
 NE0257'4.0 FEET FROM EASTERLY END OF THE WING WALL, 0.5 FEET FROM
 NE0257'EASTERLY END OF THE MIDDLE STEP, BEING HIGHEST POINT IN A
 NE0257'1-1/2-INCH SQUARE CUT IN THE WALL.  NOTE-- BM 1946
 NE0257
 NE0257                          STATION RECOVERY (2005)
 NE0257
 NE0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1405 ***********************************************************************
 NF1405  DESIGNATION -  FISHER
 NF1405  PID         -  NF1405
 NF1405  STATE/COUNTY-  MI/BRANCH
 NF1405  COUNTRY     -  US
 NF1405  USGS QUAD   -  LITCHFIELD (2017)
 NF1405
 NF1405                         *CURRENT SURVEY CONTROL
 NF1405  ______________________________________________________________________
 NF1405* NAD 83(1994) POSITION- 42 03 36.27876(N) 084 50 57.20786(W)   ADJUSTED
 NF1405* NAVD 88 ORTHO HEIGHT -   314.9   (meters)     1033.    (feet) VERTCON3
 NF1405  ______________________________________________________________________
 NF1405  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 NF1405  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 NF1405  HORZ ORDER      -  FIRST
 NF1405
 NF1405.The horizontal coordinates were established by classical geodetic methods
 NF1405.and adjusted by the National Geodetic Survey in February 1997.
 NF1405
 NF1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1405
 NF1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1405.GEOID18 height accuracy estimate available here.
 NF1405
 NF1405.Click photographs - Photos may exist for this station.
 NF1405
 NF1405.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1405
 NF1405. The following values were computed from the NAD 83(1994) position.
 NF1405
 NF1405;                    North         East     Units Scale Factor Converg.
 NF1405;SPC MI S     -    62,327.625 3,960,057.184   MT  1.00000969   -0 19 42.2
 NF1405;SPC MI S     -   204,486.96 12,992,313.60   iFT  1.00000969   -0 19 42.2
 NF1405;UTM  16      - 4,658,684.722   677,958.834   MT  0.99998970   +1 26 28.3
 NF1405
 NF1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1405!SPC MI S     -   0.99995590  x   1.00000969  =   0.99996559
 NF1405!UTM  16      -   0.99995590  x   0.99998970  =   0.99994560
 NF1405
 NF1405:                Primary Azimuth Mark                     Grid Az
 NF1405:SPC MI S     -  FISHER AZ MK                             110 46 11.5
 NF1405:UTM  16      -  FISHER AZ MK                             109 00 01.0
 NF1405
 NF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7795858684(NAD 83)
 NF1405
 NF1405|---------------------------------------------------------------------|
 NF1405| PID    Reference Object                     Distance      Geod. Az  |
 NF1405|                                                           dddmmss.s |
 NF1405| NF1404 HOMER MUN TANK                      APPROX.10.2 KM 0202652.2 |
 NF1405| NF1407 LITCHFIELD MUN TANK                 APPROX. 8.0 KM 1014243.5 |
 NF1405| CH0197 FISHER AZ MK                                       1102629.3 |
 NF1405| NF1406 FISHER RM A                          29.378 METERS 12407     |
 NF1405| MD1866 QUINCY GENERAL CABLE TANK           APPROX.12.1 KM 1822308.5 |
 NF1405| CH0198 FISHER RM 1                          26.508 METERS 19119     |
 NF1405|---------------------------------------------------------------------|
 NF1405
 NF1405                          SUPERSEDED SURVEY CONTROL
 NF1405
 NF1405  NAD 83(1986)-  42 03 36.27849(N)    084 50 57.22283(W) AD(       ) 1
 NF1405  NAD 27      -  42 03 36.11255(N)    084 50 57.32513(W) AD(       ) 1
 NF1405  NGVD 29 (07/19/86)  315.0    (m)         1033.     (f) VERT ANG       
 NF1405
 NF1405.Superseded values are not recommended for survey control.
 NF1405
 NF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1405.See file dsdata.pdf to determine how the superseded data were derived.
 NF1405
 NF1405_MARKER: DS = TRIANGULATION STATION DISK
 NF1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1405_STAMPING: FISHER 1970
 NF1405_MARK LOGO: CGS
 NF1405_PROJECTION: RECESSED 36 CENTIMETERS
 NF1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1405+STABILITY: SURFACE MOTION
 NF1405
 NF1405  HISTORY     - Date     Condition        Report By
 NF1405  HISTORY     - 1970     MONUMENTED       NGS
 NF1405  HISTORY     - 1980     GOOD             MIDH
 NF1405  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1405
 NF1405                          STATION DESCRIPTION
 NF1405
 NF1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1405'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF COLDWATER, 6-1/2
 NF1405'MILES SOUTH-SOUTHWEST OF HOMER AND 5 MILES WEST-NORTHWEST OF
 NF1405'LITCHFIELD.  THE PROPERTY IS OWNED BY DALE FISHER WHO LIVES 0.25 MILE
 NF1405'EAST OF THE STATION.
 NF1405'
 NF1405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M 99 AND M
 NF1405'60, IN HOMER, GO WEST ON STATE HIGHWAY M 60 FOR 3.25 MILES TO A
 NF1405'CROSSROAD, TURN LEFT AND GO SOUTH ON 22 MILE ROAD FOR 2.4 MILES TO A
 NF1405'CROSSROAD, T DRIVE SO, CONTINUE SOUTH ON 22 MILE ROAD FOR 3.1 MILES TO
 NF1405'A CROSSROAD, TURN LEFT AND GO EAST ON HERRICKSVILLE ROAD FOR 0.9 MILE
 NF1405'TO A TRACK ROAD ON THE LEFT, (TO REACH THE AZIMUTH MARK FOR THIS
 NF1405'POINT, CONTINUE EAST ON HERRICKSVILLE ROAD FOR 0.35 MILE TO THE MARK
 NF1405'ON THE LEFT), TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.15 MILE
 NF1405'TO THE MARK ON THE LEFT, JUST AFTER CROSSING A PIPELINE CLEARING.
 NF1405'
 NF1405'STATION MARKS ARE STANDARD DISKS STAMPED FISHER 1970.  THE SURFACE
 NF1405'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NF1405'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 189 FEET NORTH OF THE
 NF1405'CENTER OF THE PIPELINE CLEARING, 101 FEET NORTH OF A 14-INCH
 NF1405'TRIANGULAR BLAZED WILD CHERRY TREE, 46 FEET WEST OF THE CENTER OF
 NF1405'TRACK ROAD AND 21 FEET SOUTHEAST OF A ROCK FENCE CORNER.  THE
 NF1405'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 NF1405'INCHES BELOW THE GROUND SURFACE.
 NF1405'
 NF1405'FISHER RM A ARE STANDARD STATION MARK DISKS STAMPED FISHER RM A 1970.
 NF1405'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1405'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 113 FEET
 NF1405'NORTH OF THE CENTER OF THE PIPELINE CLEARING, 64 FEET NORTHEAST OF THE
 NF1405'14-INCH TREE AND 20 FEET EAST OF THE CENTER OF THE TRACK ROAD.  THE
 NF1405'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 NF1405'INCHES BELOW THE GROUND SURFACE.
 NF1405'
 NF1405'REFERENCE MARK 1, A STANDARD DISK STAMPED FISHER NO 1 1970, IS SET IN
 NF1405'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 NF1405'INCHES ABOVE THE GROUND SURFACE.  IT IS 114 FEET NORTH OF THE CENTER
 NF1405'OF THE PIPELINE CLEARING, 49.5 FEET WEST-NORTHWEST OF THE 14-INCH
 NF1405'TREE, 2 FEET EAST OF A ROCK FENCE AND ABOUT LEVEL WITH THE STATION.
 NF1405'
 NF1405'THE AZIMUTH MARK, A STANDARD DISK STAMPED FISHER 1970, IS SET IN THE
 NF1405'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1405'GROUND SURFACE.  IT IS 40 FEET EAST OF A 40-INCH OAK TREE, 20 FEET
 NF1405'NORTH OF THE CENTER OF HERRICKSVILLE ROAD AND 1-FOOT SOUTH OF A WIRE
 NF1405'FENCE.
 NF1405'
 NF1405'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 NF1405
 NF1405                          STATION RECOVERY (1980)
 NF1405
 NF1405'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1405'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1405'DESCRIBED.  THE 1970 DESCRIPTION IS VALID.  OWNER IS DALE FISHER.
 NF1405
 NF1405                          STATION RECOVERY (2001)
 NF1405
 NF1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1405'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1406 ***********************************************************************
 NF1406  DESIGNATION -  FISHER RM A
 NF1406  PID         -  NF1406
 NF1406  STATE/COUNTY-  MI/BRANCH
 NF1406  COUNTRY     -  US
 NF1406  USGS QUAD   -  LITCHFIELD (2017)
 NF1406
 NF1406                         *CURRENT SURVEY CONTROL
 NF1406  ______________________________________________________________________
 NF1406* NAD 83(1994) POSITION- 42 03 35.74464(N) 084 50 56.15009(W)   ADJUSTED
 NF1406* NAVD 88 ORTHO HEIGHT -   314.6   (meters)     1032.    (feet) VERTCON3
 NF1406  ______________________________________________________________________
 NF1406  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 NF1406  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 NF1406  HORZ ORDER      -  FIRST
 NF1406
 NF1406.The horizontal coordinates were established by classical geodetic methods
 NF1406.and adjusted by the National Geodetic Survey in February 1997.
 NF1406
 NF1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1406
 NF1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1406.GEOID18 height accuracy estimate available here.
 NF1406
 NF1406.Click photographs - Photos may exist for this station.
 NF1406
 NF1406.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1406
 NF1406. The following values were computed from the NAD 83(1994) position.
 NF1406
 NF1406;                    North         East     Units Scale Factor Converg.
 NF1406;SPC MI S     -    62,311.006 3,960,081.410   MT  1.00000973   -0 19 41.5
 NF1406;SPC MI S     -   204,432.43 12,992,393.08   iFT  1.00000973   -0 19 41.5
 NF1406;UTM  16      - 4,658,668.860   677,983.562   MT  0.99998980   +1 26 29.0
 NF1406
 NF1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1406!SPC MI S     -   0.99995595  x   1.00000973  =   0.99996568
 NF1406!UTM  16      -   0.99995595  x   0.99998980  =   0.99994575
 NF1406
 NF1406:                Primary Azimuth Mark                     Grid Az
 NF1406:SPC MI S     -  LITCHFIELD MUN TANK                      101 57 37.0
 NF1406:UTM  16      -  LITCHFIELD MUN TANK                      100 11 26.5
 NF1406
 NF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7798358668(NAD 83)
 NF1406
 NF1406|---------------------------------------------------------------------|
 NF1406| PID    Reference Object                     Distance      Geod. Az  |
 NF1406|                                                           dddmmss.s |
 NF1406| NF1404 HOMER MUN TANK                      APPROX.10.2 KM 0201716.4 |
 NF1406| NF1407 LITCHFIELD MUN TANK                 APPROX. 8.0 KM 1013755.5 |
 NF1406| MD1866 QUINCY GENERAL CABLE TANK           APPROX.12.1 KM 1823014.4 |
 NF1406| MD1468 COLDWATER NW MUN TANK               APPROX.18.3 KM 2290637.7 |
 NF1406| NF1405 FISHER                               29.378 METERS 30407     |
 NF1406|---------------------------------------------------------------------|
 NF1406
 NF1406                          SUPERSEDED SURVEY CONTROL
 NF1406
 NF1406  NAD 83(1986)-  42 03 35.74448(N)    084 50 56.16528(W) AD(       ) 1
 NF1406  NAD 27      -  42 03 35.57840(N)    084 50 56.26742(W) AD(       ) 1
 NF1406  NGVD 29 (07/19/86)  314.7    (m)         1032.     (f) VERT ANG       
 NF1406
 NF1406.Superseded values are not recommended for survey control.
 NF1406
 NF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1406.See file dsdata.pdf to determine how the superseded data were derived.
 NF1406
 NF1406_MARKER: DS = TRIANGULATION STATION DISK
 NF1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1406_STAMPING: FISHER RM A 1970
 NF1406_MARK LOGO: CGS
 NF1406_PROJECTION: RECESSED 30 CENTIMETERS
 NF1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1406+STABILITY: SURFACE MOTION
 NF1406
 NF1406  HISTORY     - Date     Condition        Report By
 NF1406  HISTORY     - 1970     MONUMENTED       NGS
 NF1406  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1406
 NF1406                          STATION DESCRIPTION
 NF1406
 NF1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1406'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLDWATER, 6-1/2
 NF1406'MILES
 NF1406'SOUTH-SOUTHWEST OF HOMER, 5 MILES WEST-NORTHWEST OF LITCHFIELD,
 NF1406'ON PROPERTY OWNED BY
 NF1406'DALE FISHER, WHO LIVES 0.25 MILE EAST OF THE
 NF1406'STATION.
 NF1406'
 NF1406'STATION MARKS ARE STANDARD DISKS STAMPED FISHER RM A 1970.  THE
 NF1406'SURFACE DISK IS
 NF1406'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1406'WHICH IS 12 INCHES UNDERGROUND.
 NF1406'IT IS 113 FEET NORTH OF THE CENTER
 NF1406'OF A PIPELINE RIGHT-OF-WAY, 64 FEET NORTHEAST OF A
 NF1406'14-INCH TREE
 NF1406'AND 20 FEET EAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND MARK
 NF1406'IS SET IN THE TOP
 NF1406'OF AN IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES
 NF1406'UNDERGROUND.
 NF1406'
 NF1406'NOTE- FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 NF1406'STATION FISHER.
 NF1406
 NF1406                          STATION RECOVERY (2001)
 NF1406
 NF1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1406'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0350 ***********************************************************************
 PK0350  DESIGNATION -  FIVE CHANNEL DAM
 PK0350  PID         -  PK0350
 PK0350  STATE/COUNTY-  MI/IOSCO
 PK0350  COUNTRY     -  US
 PK0350  USGS QUAD   -  LOUD DAM (2017)
 PK0350
 PK0350                         *CURRENT SURVEY CONTROL
 PK0350  ______________________________________________________________________
 PK0350* NAD 83(2011) POSITION- 44 27 18.85450(N) 083 40 36.70542(W)   ADJUSTED
 PK0350* NAD 83(2011) ELLIP HT-   183.964 (meters)        (06/27/12)   ADJUSTED
 PK0350* NAD 83(2011) EPOCH   -  2010.00
 PK0350* NAVD 88 ORTHO HEIGHT -   219.2   (meters)      719.    (feet) GPS OBS
 PK0350  ______________________________________________________________________
 PK0350  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PK0350  GEOID HEIGHT    -        -35.170 (meters)                     GEOID90
 PK0350  GEOID HEIGHT    -        -35.240 (meters)                     GEOID18
 PK0350  NAD 83(2011) X  -    502,254.478 (meters)                     COMP
 PK0350  NAD 83(2011) Y  - -4,532,582.102 (meters)                     COMP
 PK0350  NAD 83(2011) Z  -  4,444,467.892 (meters)                     COMP
 PK0350  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 PK0350
 PK0350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PK0350  Standards:
 PK0350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PK0350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PK0350  -------------------------------------------------------------------
 PK0350  NETWORK    2.00   3.96           0.83   0.80   2.02      0.14698095
 PK0350  -------------------------------------------------------------------
 PK0350  Click here for local accuracies and other accuracy information.
 PK0350
 PK0350.The horizontal coordinates were established by GPS observations
 PK0350.and adjusted by the National Geodetic Survey in June 2012.
 PK0350
 PK0350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PK0350.been affixed to the stable North American tectonic plate. See 
 PK0350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PK0350
 PK0350.The horizontal coordinates are valid at the epoch date displayed above
 PK0350.which is a decimal equivalence of Year/Month/Day.
 PK0350
 PK0350.The orthometric height was determined by GPS observations and a
 PK0350.high-resolution geoid model.
 PK0350
 PK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0350.GEOID18 height accuracy estimate available here.
 PK0350
 PK0350.Click photographs - Photos may exist for this station.
 PK0350
 PK0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0350
 PK0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0350
 PK0350.The ellipsoidal height was determined by GPS observations
 PK0350.and is referenced to NAD 83.
 PK0350
 PK0350. The following values were computed from the NAD 83(2011) position.
 PK0350
 PK0350;                    North         East     Units Scale Factor Converg.
 PK0350;SPC MI C     -   126,752.392 6,054,898.297   MT  0.99994877   +0 29 14.2
 PK0350;SPC MI C     -   415,854.30 19,865,151.89   iFT  0.99994877   +0 29 14.2
 PK0350;UTM  17      - 4,925,922.585   287,031.107   MT  1.00015781   -1 52 31.6
 PK0350
 PK0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0350!SPC MI C     -   0.99997116  x   0.99994877  =   0.99991993
 PK0350!UTM  17      -   0.99997116  x   1.00015781  =   1.00012896
 PK0350
 PK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8703125922(NAD 83)
 PK0350
 PK0350                          SUPERSEDED SURVEY CONTROL
 PK0350
 PK0350  NAD 83(2007)-  44 27 18.85504(N)    083 40 36.70607(W) AD(2002.00) 0
 PK0350  ELLIP H (02/10/07)  184.015  (m)                       GP(2002.00)    
 PK0350  ELLIP H (07/17/02)  184.014  (m)                       GP(       ) 4 1
 PK0350  NAD 83(1994)-  44 27 18.85504(N)    083 40 36.70627(W) AD(       ) 1
 PK0350  ELLIP H (02/03/97)  184.008  (m)                       GP(       ) 4 1
 PK0350  NAD 83(1986)-  44 27 18.84477(N)    083 40 36.71099(W) AD(       ) 1
 PK0350
 PK0350.Superseded values are not recommended for survey control.
 PK0350
 PK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0350.See file dsdata.pdf to determine how the superseded data were derived.
 PK0350
 PK0350_MARKER: DD = SURVEY DISK
 PK0350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PK0350_STAMPING: FIVE CHANNEL DAM 1991
 PK0350_MARK LOGO: USFS
 PK0350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0350+STABILITY: SURFACE MOTION
 PK0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0350+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PK0350
 PK0350  HISTORY     - Date     Condition        Report By
 PK0350  HISTORY     - 1991     MONUMENTED       USFS
 PK0350
 PK0350                          STATION DESCRIPTION
 PK0350
 PK0350'DESCRIBED BY US FOREST SERVICE 1991
 PK0350'FROM THE INTERSECTION OF M-65 AND BAMFIELD ROAD IN DOWNTOWN GLENNIE
 PK0350'PROCEED SOUTH ON M-65, 8.4 MI (13.5 KM) TO AN ACCESS ROAD ON THE RIGHT
 PK0350'BANK OF THE AU SABLE RIVER AT FIVE CHANNELS DAM, TURN NORTHWEST AND
 PK0350'PROCEED 0.2 MI (0.3 KM) TO THE FOOT OF THE EARTHEN DAM, PARK AND CLIMB
 PK0350'TO THE TOP OF THE DAM AND STATION, 4 FT (1.2 M) NORTHWEST OF THE
 PK0350'SIDEWALK ATOP THE DAM, 30 FT (9.1 M) SOUTHWEST OF THE SOUTHWEST
 PK0350'SPILLWAY WALL, 19 FT (5.8 M) SOUTHEAST OF THE WATERS EDGE OF THE
 PK0350'CONCRETE HEADWALL, MAP POSITION IS NEAR THE SOUTH 1/4 CORNER OF
 PK0350'SECTION 23 T24N R6E. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER
 PK0350'BRASS CAP ATOP A 5 INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH
 PK0350'REINFORCING ROD, SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 240
 PK0350'POUNDS OF REDI-MIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0158 ***********************************************************************
 NE0158  DESIGNATION -  FLAGPOLE USLS
 NE0158  PID         -  NE0158
 NE0158  STATE/COUNTY-  MI/WAYNE
 NE0158  COUNTRY     -  US
 NE0158  USGS QUAD   -  GROSSE POINTE OE E (2017)
 NE0158
 NE0158                         *CURRENT SURVEY CONTROL
 NE0158  ______________________________________________________________________
 NE0158* NAD 83(1986) POSITION- 42 26 06.     (N) 082 52 20.     (W)   SCALED
 NE0158* NAVD 88 ORTHO HEIGHT -   176.452 (meters)      578.91  (feet) ADJUSTED
 NE0158  ______________________________________________________________________
 NE0158  GEOID HEIGHT    -        -34.637 (meters)                     GEOID18
 NE0158  DYNAMIC HEIGHT  -        176.401 (meters)      578.74  (feet) COMP
 NE0158  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 NE0158
 NE0158  VERT ORDER      -  FIRST     CLASS 0
 NE0158
 NE0158.The horizontal coordinates were scaled from a map and have
 NE0158.an estimated accuracy of +/- 6 seconds.
 NE0158
 NE0158.The orthometric height was determined by differential leveling and
 NE0158.adjusted by the NATIONAL GEODETIC SURVEY
 NE0158.in June 1991.
 NE0158
 NE0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0158.GEOID18 height accuracy estimate available here.
 NE0158
 NE0158.Click photographs - Photos may exist for this station.
 NE0158
 NE0158.The dynamic height is computed by dividing the NAVD 88
 NE0158.geopotential number by the normal gravity value computed on the
 NE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0158.degrees latitude (g = 980.6199 gals.).
 NE0158
 NE0158.The modeled gravity was interpolated from observed gravity values.
 NE0158
 NE0158;                    North         East    Units  Estimated Accuracy
 NE0158;SPC MI S     -   104,950.    4,122,960.      MT  (+/- 180 meters Scaled)
 NE0158
 NE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG460997(NAD 83)
 NE0158
 NE0158                          SUPERSEDED SURVEY CONTROL
 NE0158
 NE0158  NGVD 29 (11/26/84)  176.603  (m)          579.41   (f) ADJUSTED    1 0
 NE0158
 NE0158.Superseded values are not recommended for survey control.
 NE0158
 NE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0158.See file dsdata.pdf to determine how the superseded data were derived.
 NE0158
 NE0158_MARKER: Z = SEE DESCRIPTION
 NE0158_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0158+WITH SETTING: INTO GROUND
 NE0158_PROJECTION: RECESSED 15 CENTIMETERS
 NE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0158+STABILITY: SURFACE MOTION
 NE0158_ROD/PIPE-DEPTH: 3 meters
 NE0158
 NE0158  HISTORY     - Date     Condition        Report By
 NE0158  HISTORY     - 1969     MONUMENTED       USLS
 NE0158  HISTORY     - 1970     GOOD             USLS
 NE0158  HISTORY     - 1980     GOOD             NGS
 NE0158
 NE0158                          STATION DESCRIPTION
 NE0158
 NE0158'DESCRIBED BY US LAKE SURVEY 1970
 NE0158'AT GROSSE POINTE SHORES.
 NE0158'FLAGPOLE IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT GROSSE
 NE0158'POINTE YACHT CLUB, ON EXTENDED CENTERLINE OF ENTRANCE DRIVE,
 NE0158'IN GRASS OVAL, 99.4 FEET NORTH NORTHWEST OF SOUTHWEST CORNER
 NE0158'OF CLUB HOUSE, 79.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF MAIN
 NE0158'ENTRANCE, 72.7 FEET SOUTH OF A LAMP POST, 54.0 FEET EAST OF A
 NE0158'LAMP POST, 41.0 FEET NORTH OF A LAMP POST, 2.3 FEET WEST OF
 NE0158'METAL FLAGPOLE MAST, 1/2 FEET WEST OF WEST EDGE OF CONCRETE
 NE0158'FOUNDATION, 3/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0158'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 NE0158'10 FEET LONG.  NOTE-- PREV. DESIG. BM FLAG POLE 1969.
 NE0158
 NE0158                          STATION RECOVERY (1980)
 NE0158
 NE0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0158'IN GROSSE POINTE SHORES, AT THE GROSSE POINTE YACHT CLUB ON THE
 NE0158'EXTENDED CENTER OF THE MAIN ENTRANCE DRIVE, 30.2 METERS (99.4 FEET)
 NE0158'NORTHWEST OF THE SOUTHWEST CORNER OF THE CLUB HOUSE, 24.2 METERS
 NE0158'(79.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN ENTRANCE
 NE0158'TO THE CLUB HOUSE, 1 METER (3.3 FEET) WEST OF THE METAL FLAG POLE,
 NE0158'AND 0.3 METERS (1 FOOT) WEST OF THE EDGE OF THE CONCRETE FOUNDATION
 NE0158'FOR THE FLAG POLE.  NOTE, MARK IS NOW PROTECTED BY A 5 INCH PVC
 NE0158'PIPE AND A 5-INCH LOGO CAP (NO STAMPING).
 NE0158'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0264 ***********************************************************************
 NE0264  DESIGNATION -  FLAGPOLE USLS
 NE0264  PID         -  NE0264
 NE0264  STATE/COUNTY-  MI/ST CLAIR
 NE0264  COUNTRY     -  US
 NE0264  USGS QUAD   -  MARINE CITY (2017)
 NE0264
 NE0264                         *CURRENT SURVEY CONTROL
 NE0264  ______________________________________________________________________
 NE0264* NAD 83(1986) POSITION- 42 39 19.     (N) 082 30 58.     (W)   SCALED
 NE0264* NAVD 88 ORTHO HEIGHT -   177.314 (meters)      581.74  (feet) ADJUSTED
 NE0264  ______________________________________________________________________
 NE0264  GEOID HEIGHT    -        -34.957 (meters)                     GEOID18
 NE0264  DYNAMIC HEIGHT  -        177.265 (meters)      581.58  (feet) COMP
 NE0264  MODELED GRAVITY -    980,340.5   (mgal)                       NAVD 88
 NE0264
 NE0264  VERT ORDER      -  FIRST     CLASS 0
 NE0264
 NE0264.The horizontal coordinates were scaled from a map and have
 NE0264.an estimated accuracy of +/- 6 seconds.
 NE0264
 NE0264.The orthometric height was determined by differential leveling and
 NE0264.adjusted by the NATIONAL GEODETIC SURVEY
 NE0264.in June 1991.
 NE0264
 NE0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0264.GEOID18 height accuracy estimate available here.
 NE0264
 NE0264.Click photographs - Photos may exist for this station.
 NE0264
 NE0264.The dynamic height is computed by dividing the NAVD 88
 NE0264.geopotential number by the normal gravity value computed on the
 NE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0264.degrees latitude (g = 980.6199 gals.).
 NE0264
 NE0264.The modeled gravity was interpolated from observed gravity values.
 NE0264
 NE0264;                    North         East    Units  Estimated Accuracy
 NE0264;SPC MI S     -   129,990.    4,151,710.      MT  (+/- 180 meters Scaled)
 NE0264
 NE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757236(NAD 83)
 NE0264
 NE0264                          SUPERSEDED SURVEY CONTROL
 NE0264
 NE0264  NGVD 29 (??/??/92)  177.439  (m)          582.15   (f) ADJ UNCH    1 0
 NE0264
 NE0264.Superseded values are not recommended for survey control.
 NE0264
 NE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0264.See file dsdata.pdf to determine how the superseded data were derived.
 NE0264
 NE0264_MARKER: Z = SEE DESCRIPTION
 NE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0264_SP_SET: STEEL ROD
 NE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0264
 NE0264  HISTORY     - Date     Condition        Report By
 NE0264  HISTORY     - 1957     MONUMENTED       USLS
 NE0264  HISTORY     - 1970     GOOD             USLS
 NE0264  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0264  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NE0264  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0264
 NE0264                          STATION DESCRIPTION
 NE0264
 NE0264'DESCRIBED BY US LAKE SURVEY 1970
 NE0264'AT ROBERTS LANDING.
 NE0264'FLAGPOLE IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, NEAR
 NE0264'NORTH END OF ALGONAC STATE PARK, ON WEST SIDE OF HIGHWAY M-29,
 NE0264'JUST SOUTH OF THE PARK MANAGERS RESIDENCE AT 8728, ON LINE OF
 NE0264'SOUTHEAST FACE AND 58.2 FEET FROM SOUTH CORNER OF THE DWELLING,
 NE0264'4.4 FEET EAST OF A FLAGPOLE, 3/4 FOOT BELOW THE GROUND SURFACE,
 NE0264'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 NE0264'STEEL ROD, 25 FEET LONG.  NOTE-- BM 1957
 NE0264
 NE0264                          STATION RECOVERY (1980)
 NE0264
 NE0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0264'NOT RECOVERED THE FLAG POLE HAS BEEN MOVED AND A GAS LINE IS NOW
 NE0264'AT THIS LOCATION.
 NE0264
 NE0264                          STATION RECOVERY (1995)
 NE0264
 NE0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0264'MARK NOT FOUND.
 NE0264
 NE0264                          STATION RECOVERY (2005)
 NE0264
 NE0264'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0512 ***********************************************************************
 QL0512  DESIGNATION -  FLAMM
 QL0512  PID         -  QL0512
 QL0512  STATE/COUNTY-  MI/MENOMINEE
 QL0512  COUNTRY     -  US
 QL0512  USGS QUAD   -  NORTH LAKE (2017)
 QL0512
 QL0512                         *CURRENT SURVEY CONTROL
 QL0512  ______________________________________________________________________
 QL0512* NAD 83(1994) POSITION- 45 24 43.66471(N) 087 26 44.31882(W)   ADJUSTED
 QL0512* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 QL0512  ______________________________________________________________________
 QL0512  GEOID HEIGHT    -        -36.676 (meters)                     GEOID18
 QL0512  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 QL0512  HORZ ORDER      -  THIRD
 QL0512
 QL0512.The horizontal coordinates were established by classical geodetic methods
 QL0512.and adjusted by the National Geodetic Survey in February 1997.
 QL0512
 QL0512.The orthometric height was scaled from a topographic map.
 QL0512
 QL0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0512.GEOID18 height accuracy estimate available here.
 QL0512
 QL0512.Click photographs - Photos may exist for this station.
 QL0512
 QL0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0512
 QL0512. The following values were computed from the NAD 83(1994) position.
 QL0512
 QL0512;                    North         East     Units Scale Factor Converg.
 QL0512;SPC MI N     -    69,986.859 7,965,114.738   MT  1.00001797   -0 19 19.6
 QL0512;SPC MI N     -   229,615.68 26,132,266.20   iFT  1.00001797   -0 19 19.6
 QL0512;UTM  16      - 5,028,830.957   465,129.140   MT  0.99961495   -0 19 02.6
 QL0512
 QL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0512!SPC MI N     -   0.99997236  x   1.00001797  =   0.99999033
 QL0512!UTM  16      -   0.99997236  x   0.99961495  =   0.99958732
 QL0512
 QL0512:                Primary Azimuth Mark                     Grid Az
 QL0512:SPC MI N     -  FLAMM AZ MK                              175 09 46.2
 QL0512:UTM  16      -  FLAMM AZ MK                              175 09 29.2
 QL0512
 QL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6512928830(NAD 83)
 QL0512
 QL0512|---------------------------------------------------------------------|
 QL0512| PID    Reference Object                     Distance      Geod. Az  |
 QL0512|                                                           dddmmss.s |
 QL0512| CJ4958 FLAMM RM 1                           23.760 METERS 16439     |
 QL0512| CJ4957 FLAMM AZ MK                                        1745026.6 |
 QL0512| CJ4959 FLAMM RM 2                           23.070 METERS 35407     |
 QL0512|---------------------------------------------------------------------|
 QL0512
 QL0512                          SUPERSEDED SURVEY CONTROL
 QL0512
 QL0512  NAD 83(1986)-  45 24 43.66406(N)    087 26 44.31788(W) AD(       ) 3
 QL0512  NAD 27      -  45 24 43.76000(N)    087 26 43.88600(W) AD(       ) 3
 QL0512
 QL0512.Superseded values are not recommended for survey control.
 QL0512
 QL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0512.See file dsdata.pdf to determine how the superseded data were derived.
 QL0512
 QL0512_MARKER: DS = TRIANGULATION STATION DISK
 QL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0512_STAMPING: FLAMM 1954
 QL0512_MARK LOGO: CGS
 QL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0512+STABILITY: SURFACE MOTION
 QL0512
 QL0512  HISTORY     - Date     Condition        Report By
 QL0512  HISTORY     - 1954     MONUMENTED       CGS
 QL0512
 QL0512                          STATION DESCRIPTION
 QL0512
 QL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0512'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF STEPHENSON AND
 QL0512'ABOUT 4 MILES
 QL0512'WEST-SOUTHWEST OF CEDAR RIVER.  IT IS 6 FEET EAST-NORTHEAST OF WHITE
 QL0512'WINTESS POST, 6 FEET EAST OF A
 QL0512'FENCE LINE AND 54 FEET NORTH-NORTHEAST OF A LARGE MAPLE TREE.
 QL0512'
 QL0512'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FLAMM 1954.
 QL0512'
 QL0512'REFERENCE MARK NO. 1 IS 25 FEET EAST OF A FENCE LINE AND 32 FEET
 QL0512'SOUTHEAST OF A LARGE MAPLE
 QL0512'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0512'FLAMM NO 1 1954.
 QL0512'
 QL0512'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE.  THE MARK
 QL0512'PROJECTS ABOUT 6 INCHES
 QL0512'AND THE DISK IS STAMPED FLAMM NO 2 1954.
 QL0512'
 QL0512'AZIMUTH MARK IS 3 FEET NORTH OF A WHITE WITNESS POST, 19 FEET EAST OF
 QL0512'CENTER LINE OF A GRAVEL
 QL0512'ROAD AND 35 FEET SOUTH OF A DRIVEWAY TO FARM.  THE MARK PROJECTS
 QL0512'ABOUT 6 INCHES AND THE DISK IS
 QL0512'STAMPED FLAMM 1954.
 QL0512'
 QL0512'TO REACH THE STATION FROM THE RAILROAD STATION IN STEPHENSON GO EAST
 QL0512'ON COUNTY ROUTE 352
 QL0512'FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 41 CONTINUE EAST ON
 QL0512'COUNTY ROUTE 352 FOR 8.4 MILES TO
 QL0512'SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.3 MILE
 QL0512'TO (AZIMUTH MARK ON RIGHT) CONTINUE NORTH FOR 0.25
 QL0512'MILE TO A TRACK ROAD LEFT, TURN
 QL0512'LEFT FOLLOWING FENCE LANE FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND
 QL0512'TURN RIGHT FOR 0.1 MILE TO
 QL0512'STATION.
 QL0512'
 QL0512'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA2765 ***********************************************************************
 AA2765  DESIGNATION -  FLANDERS AZ MK RESET
 AA2765  PID         -  AA2765
 AA2765  STATE/COUNTY-  MI/ALPENA
 AA2765  COUNTRY     -  US
 AA2765  USGS QUAD   -  LACHINE (2017)
 AA2765
 AA2765                         *CURRENT SURVEY CONTROL
 AA2765  ______________________________________________________________________
 AA2765* NAD 83(2011) POSITION- 45 03 37.60386(N) 083 44 18.47337(W)   ADJUSTED
 AA2765* NAD 83(2011) ELLIP HT-   192.302 (meters)        (06/27/12)   ADJUSTED
 AA2765* NAD 83(2011) EPOCH   -  2010.00
 AA2765* NAVD 88 ORTHO HEIGHT -   228.6   (meters)      750.    (feet) GPS OBS
 AA2765  ______________________________________________________________________
 AA2765  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2765  GEOID HEIGHT    -         -35.99 (meters)                     GEOID93
 AA2765  GEOID HEIGHT    -        -36.287 (meters)                     GEOID18
 AA2765  NAD 83(2011) X  -    492,216.575 (meters)                     COMP
 AA2765  NAD 83(2011) Y  - -4,486,051.654 (meters)                     COMP
 AA2765  NAD 83(2011) Z  -  4,492,231.981 (meters)                     COMP
 AA2765  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AA2765
 AA2765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2765  Standards:
 AA2765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2765  -------------------------------------------------------------------
 AA2765  NETWORK    2.55   3.27           0.80   1.20   1.67      0.06593544
 AA2765  -------------------------------------------------------------------
 AA2765  Click here for local accuracies and other accuracy information.
 AA2765
 AA2765.The horizontal coordinates were established by GPS observations
 AA2765.and adjusted by the National Geodetic Survey in June 2012.
 AA2765
 AA2765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2765.been affixed to the stable North American tectonic plate. See 
 AA2765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2765
 AA2765.The horizontal coordinates are valid at the epoch date displayed above
 AA2765.which is a decimal equivalence of Year/Month/Day.
 AA2765
 AA2765.The orthometric height was determined by GPS observations and a
 AA2765.high-resolution geoid model.
 AA2765
 AA2765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2765.GEOID18 height accuracy estimate available here.
 AA2765
 AA2765.Click photographs - Photos may exist for this station.
 AA2765
 AA2765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2765
 AA2765.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2765
 AA2765.The ellipsoidal height was determined by GPS observations
 AA2765.and is referenced to NAD 83.
 AA2765
 AA2765. The following values were computed from the NAD 83(2011) position.
 AA2765
 AA2765;                    North         East     Units Scale Factor Converg.
 AA2765;SPC MI C     -   193,960.327 6,049,474.909   MT  0.99991479   +0 26 37.6
 AA2765;SPC MI C     -   636,352.78 19,847,358.63   iFT  0.99991479   +0 26 37.6
 AA2765;UTM  17      - 4,993,313.746   284,394.201   MT  1.00017163   -1 56 21.0
 AA2765
 AA2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2765!SPC MI C     -   0.99996985  x   0.99991479  =   0.99988464
 AA2765!UTM  17      -   0.99996985  x   1.00017163  =   1.00014148
 AA2765
 AA2765:                Primary Azimuth Mark                     Grid Az
 AA2765:SPC MI C     -  FLANDERS RESET                           087 13 53.4
 AA2765:UTM  17      -  FLANDERS RESET                           089 36 52.0
 AA2765
 AA2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8439493313(NAD 83)
 AA2765
 AA2765|---------------------------------------------------------------------|
 AA2765| PID    Reference Object                     Distance      Geod. Az  |
 AA2765|                                                           dddmmss.s |
 AA2765| QJ0287 FLANDERS RESET                      APPROX. 1.0 KM 0874031.0 |
 AA2765|---------------------------------------------------------------------|
 AA2765
 AA2765                          SUPERSEDED SURVEY CONTROL
 AA2765
 AA2765  NAD 83(2007)-  45 03 37.60450(N)    083 44 18.47413(W) AD(2002.00) 0
 AA2765  ELLIP H (02/10/07)  192.359  (m)                       GP(2002.00)    
 AA2765  ELLIP H (07/12/02)  192.354  (m)                       GP(       ) 4 1
 AA2765  NAD 83(1994)-  45 03 37.60441(N)    083 44 18.47440(W) AD(       ) 1
 AA2765  ELLIP H (02/03/97)  192.338  (m)                       GP(       ) 4 1
 AA2765  NAD 83(1986)-  45 03 37.59618(N)    083 44 18.47289(W) AD(       ) 1
 AA2765
 AA2765.Superseded values are not recommended for survey control.
 AA2765
 AA2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2765.See file dsdata.pdf to determine how the superseded data were derived.
 AA2765
 AA2765_MARKER: DZ = AZIMUTH MARK DISK
 AA2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2765_STAMPING: FLANDERS USLS 1932 RESET 1956
 AA2765_MARK LOGO: CGS
 AA2765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2765+STABILITY: SURFACE MOTION
 AA2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2765+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 AA2765
 AA2765  HISTORY     - Date     Condition        Report By
 AA2765  HISTORY     - 1956     MONUMENTED       CGS
 AA2765  HISTORY     - 19920601 GOOD             MIDH
 AA2765  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 AA2765
 AA2765                          STATION DESCRIPTION
 AA2765
 AA2765'DESCRIBED BY MI DEPT OF HIGHWAYS 1992 (CCL)
 AA2765'STATION IS LOCATED IN QUAD 450833 AND ON THE LACHINE QUADRANGLE MAP.
 AA2765'IT IS IN THE SOUTHEAST 1/4 OF SECTION 19, T-31-N, R-6-E, GREEN
 AA2765'TOWNSHIP.  ABOUT 15 MILES (24.1 KM) WEST OF ALPENA, ABOUT 14 MILES
 AA2765'(22.5 KM) SOUTH OF POSEN, ABOUT 0.25 MILES (0.40 KM) WEST OF FLANDERS,
 AA2765'AND ON STATE HIGHWAY M-32 RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA2765'INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-32 IN FLANDERS,
 AA2765'GO EAST ALONG STATE HIGHWAY M-32 FOR 0.43 MILE (0.69 KM) TO STATION ON
 AA2765'RIGHT. STATION PROJECTS 0.7 FT (21.3 CM) ABOVE THE GROUND SURFACE.  IT
 AA2765'IS 140 FT (42.7 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-32, 85 FT
 AA2765'(25.9 M) NORTH OF THE CENTER OF PARK ROAD, 74 FT (22.6 M) NORTHWEST OF
 AA2765'A UTILITY POLE, 75.6 FT (23.0 M) NORTHEAST OF UTILITY POLE, AND 4.0 FT
 AA2765'(1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA2765
 AA2765                          STATION RECOVERY (1999)
 AA2765
 AA2765'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0287 ***********************************************************************
 QJ0287  DESIGNATION -  FLANDERS RESET
 QJ0287  PID         -  QJ0287
 QJ0287  STATE/COUNTY-  MI/ALPENA
 QJ0287  COUNTRY     -  US
 QJ0287  USGS QUAD   -  LACHINE (2017)
 QJ0287
 QJ0287                         *CURRENT SURVEY CONTROL
 QJ0287  ______________________________________________________________________
 QJ0287* NAD 83(2011) POSITION- 45 03 38.88943(N) 083 43 33.70696(W)   NO CHECK
 QJ0287* NAD 83(2011) ELLIP HT-   241.396 (meters)        (06/27/12)   NO CHECK
 QJ0287* NAD 83(2011) EPOCH   -  2010.00
 QJ0287* NAVD 88 ORTHO HEIGHT -   277.7   (meters)      911.    (feet) GPS OBS
 QJ0287  ______________________________________________________________________
 QJ0287  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QJ0287  GEOID HEIGHT    -         -36.00 (meters)                     GEOID93
 QJ0287  GEOID HEIGHT    -        -36.295 (meters)                     GEOID18
 QJ0287  NAD 83(2011) X  -    493,190.908 (meters)                     COMP
 QJ0287  NAD 83(2011) Y  - -4,485,951.266 (meters)                     COMP
 QJ0287  NAD 83(2011) Z  -  4,492,294.765 (meters)                     COMP
 QJ0287  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 QJ0287
 QJ0287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QJ0287  Standards:
 QJ0287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QJ0287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QJ0287  -------------------------------------------------------------------
 QJ0287  NETWORK    2.82   6.74           1.01   1.27   3.44      0.04178568
 QJ0287  -------------------------------------------------------------------
 QJ0287  Click here for local accuracies and other accuracy information.
 QJ0287
 QJ0287.The horizontal coordinates were established by GPS observations
 QJ0287.and adjusted by the National Geodetic Survey in June 2012.
 QJ0287
 QJ0287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QJ0287.been affixed to the stable North American tectonic plate. See 
 QJ0287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QJ0287
 QJ0287.The horizontal coordinates are valid at the epoch date displayed above
 QJ0287.which is a decimal equivalence of Year/Month/Day.
 QJ0287
 QJ0287.No horizontal observational check was made to the station.
 QJ0287
 QJ0287.The orthometric height was determined by GPS observations and a
 QJ0287.high-resolution geoid model.
 QJ0287
 QJ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0287.GEOID18 height accuracy estimate available here.
 QJ0287
 QJ0287.Click photographs - Photos may exist for this station.
 QJ0287
 QJ0287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0287
 QJ0287.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0287
 QJ0287.The ellipsoidal height was determined by GPS observations
 QJ0287.and is referenced to NAD 83.
 QJ0287
 QJ0287. The following values were computed from the NAD 83(2011) position.
 QJ0287
 QJ0287;                    North         East     Units Scale Factor Converg.
 QJ0287;SPC MI C     -   194,007.668 6,050,453.920   MT  0.99991480   +0 27 09.2
 QJ0287;SPC MI C     -   636,508.10 19,850,570.60   iFT  0.99991480   +0 27 09.2
 QJ0287;UTM  17      - 4,993,320.343   285,374.583   MT  1.00016644   -1 55 49.3
 QJ0287
 QJ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0287!SPC MI C     -   0.99996215  x   0.99991480  =   0.99987696
 QJ0287!UTM  17      -   0.99996215  x   1.00016644  =   1.00012859
 QJ0287
 QJ0287:                Primary Azimuth Mark                     Grid Az
 QJ0287:SPC MI C     -  FLANDERS AZ MK RESET                     267 13 53.5
 QJ0287:UTM  17      -  FLANDERS AZ MK RESET                     269 36 52.0
 QJ0287
 QJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8537493320(NAD 83)
 QJ0287
 QJ0287|---------------------------------------------------------------------|
 QJ0287| PID    Reference Object                     Distance      Geod. Az  |
 QJ0287|                                                           dddmmss.s |
 QJ0287| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.24.0 KM 0051909.4 |
 QJ0287| CH1139 FLANDERS RM 1                        27.417 METERS 06619     |
 QJ0287| CH1140 FLANDERS RM 3                         8.106 METERS 06621     |
 QJ0287| CH1141 FLANDERS RM 4                         8.740 METERS 11430     |
 QJ0287| AA2765 FLANDERS AZ MK RESET                APPROX. 1.0 KM 2674102.7 |
 QJ0287| CH1138 FLANDERS RM                          59.590 METERS 29153     |
 QJ0287|---------------------------------------------------------------------|
 QJ0287
 QJ0287                          SUPERSEDED SURVEY CONTROL
 QJ0287
 QJ0287  NAD 83(2007)-  45 03 38.89011(N)    083 43 33.70772(W) AD(2002.00) 0
 QJ0287  ELLIP H (02/10/07)  241.433  (m)                       GP(2002.00)    
 QJ0287  ELLIP H (07/12/02)  241.421  (m)                       GP(       ) 4 1
 QJ0287  NAD 83(1994)-  45 03 38.89013(N)    083 43 33.70801(W) AD(       ) 1
 QJ0287  ELLIP H (02/03/97)  241.405  (m)                       GP(       ) 4 1
 QJ0287  NAD 83(1986)-  45 03 38.88220(N)    083 43 33.70565(W) AD(       ) 1
 QJ0287  NAD 27      -  45 03 38.84300(N)    083 43 33.75100(W) AD(       ) 1
 QJ0287
 QJ0287.Superseded values are not recommended for survey control.
 QJ0287
 QJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0287.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0287
 QJ0287_MARKER: DD = SURVEY DISK
 QJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0287_STAMPING: FLANDERS 1905
 QJ0287_MARK LOGO: USLS
 QJ0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0287+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1992
 QJ0287
 QJ0287  HISTORY     - Date     Condition        Report By
 QJ0287  HISTORY     - 1905     MONUMENTED       USLS
 QJ0287  HISTORY     - 1956     GOOD             USLS
 QJ0287  HISTORY     - 1981     GOOD             MIDH
 QJ0287  HISTORY     - 19920521 GOOD             MIDT
 QJ0287  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0287
 QJ0287                          STATION DESCRIPTION
 QJ0287
 QJ0287'DESCRIBED BY US LAKE SURVEY 1905
 QJ0287'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 3-1/2 MI. W OF
 QJ0287'ALPENA, 1 MI. E OF FLANDERS, ABOUT 100 FT. S OF HIGHWAY M-32, ON LAND
 QJ0287'OWNED BY JOHN EAGLING, NEAR THE EAGLING FIRE TOWER AND 700 FT. W OF
 QJ0287'THE TOP OF THE HILL.
 QJ0287'
 QJ0287'STATION IS A CROSS IN A DISK, SET IN THE TOP OF A 15-N. IN DIAMETER
 QJ0287'CONCRETE MONUMENT ABOUT 15 IN. BELOW GROUND SURFACE AND S 69 DEG. W,
 QJ0287'26.9 FT. FROM THE NE LEG OF THE FIRE TOWER.
 QJ0287'
 QJ0287'U.S.L.S. REFERENCE MARK IS A 15-IN. SQUARE CONCRETE POST MARKED USLS
 QJ0287'1904, N 66 DEG. W, 195.5 FT. FROM THE STATION.
 QJ0287'
 QJ0287'REFERENCE MARK 1 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET IN A
 QJ0287'10-IN. SQUARE CONCRETE POST, N 69 DEG. FT. FROM THE STATION.
 QJ0287'
 QJ0287'AZIMUTH MARK IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET IN A 10-IN.
 QJ0287'SQUARE CONCRETE POST, N 10 DEG. E, 800 FT. FROM THE STATION.
 QJ0287
 QJ0287                          STATION RECOVERY (1956)
 QJ0287
 QJ0287'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0287'THE STATION MARK, REFERENCE MARK 1 (C AND GS DISK) AND USLS REFERENCE
 QJ0287'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK DISK IS
 QJ0287'STAMPED FLANDERS 1905, NOT FLANDERS 1904, AS LISTED ON ALL PREVIOUS
 QJ0287'RECORDS AND DESCRIPTIONS.  THE AZIMUTH MARK ESTABLISHED IN 1932 WAS
 QJ0287'FOUND DESTROYED AND THE MONUMENT WAS FOUND IN A ROCK PILE TO THE EAST
 QJ0287'OF THE ORIGINAL LOCATION.  BY THE REQUEST OF THE PROPERTY OWNER,
 QJ0287'REFERENCE MARK 1 WAS DESTROYED.  A NEW AZIMUTH MARK, REFERENCE MARKS 3
 QJ0287'AND 4 WERE ESTABLISHED.  THE DIRECTION BETWEEN THE USLS REFERENCE MARK
 QJ0287'AND REFERENCE MARK 1 CHECKED BY 14 SECONDS.  THE DISTANCE TO REFERENCE
 QJ0287'MARK 1 WAS FOUND TO BE THE SAME AS STATED IN THE 1932 AND 1940
 QJ0287'DESCRIPTION.  THE DISTANCE TO THE CLOSEST POINT OF THE CONCRETE
 QJ0287'MONUMENT OF THE USLS REFERENCE MARK CHECKED WITH THE 1932 MEASUREMENT
 QJ0287'AND THE DISTANCE TO THE CENTER OF THE MONUMENT WAS FOUND THE SAME AS
 QJ0287'STATED IN THE 1940 DESCRIPTION.  THE 1956 DISTANCE AND DIRECTION ARE
 QJ0287'TO THE CENTER OF THE USLS REFERENCE MARK MONUMENT.  =A COMPLETE NEW
 QJ0287'DESCRIPTION FOLLOWS.
 QJ0287'
 QJ0287'THE STATION IS ABOUT 13 MILES WEST OF ALPENA, 8-1/2 MILES EAST OF
 QJ0287'HILLMAN, 0.6 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 32 AND
 QJ0287'THE EAST JUNCTION OF STATE HIGHWAY 65, 0.2 MILE SOUTHEAST OF A ROAD
 QJ0287'SIDE PARK, ON A HIGH PROMINENT NORTH-SOUTH RIDGE AT THE SITE OF THE
 QJ0287'EAGLING LOOKOUT TOWER, ON PROPERTY OWNED BY MR. JIM HODKINS.  IT IS AT
 QJ0287'THE EAST EDGE OF A CULTIVATED FIELD, 26.9 FEET SOUTHWEST OF THE
 QJ0287'NORTHWEST LEG OF THE LOOKOUT TOWER, 28.6 FEET NORTHWEST OF THE
 QJ0287'SOUTHWEST LEG AND 5 FEET WEST OF THE CENTER OF A DRIVEWAY AROUND THE
 QJ0287'LOOKOUT TOWER.  THE MARK IS A 15 INCH CONCRETE MONUMENT THAT IS
 QJ0287'UNDERGROUND ABOUT 12 INCHES WITH A STANDARD U.S. LAKE SURVEY DISK IN
 QJ0287'THE TOP STAMPED FLANDERS 1905.
 QJ0287'
 QJ0287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND THE
 QJ0287'EAST JUNCTION OF STATE HIGHWAY 65 ABOUT 14 MILES WEST OF ALPENA, GO
 QJ0287'WEST ON HIGHWAY 32 AND 65 FOR 0.55 MILE TO A GRAVEL DRIVEWAY ON THE
 QJ0287'LEFT*.  (THIS IS ABOUT 0.05 MILE BEFORE REACHING A ROAD SIDE PARK)
 QJ0287'TURN LEFT AND GO SOUTH UP HILL ON GRAVEL DRIVEWAY FOR 0.2 MILE TO THE
 QJ0287'STATION.
 QJ0287'
 QJ0287'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY 32 AND
 QJ0287'65 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 QJ0287'
 QJ0287'REFERENCE MARK USLS 1904 IS AT THE WEST EDGE OF THE CULTIVATED FIELD
 QJ0287'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS A 15 INCH SQUARE
 QJ0287'CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  USLS 1904 IS INSCRIBED IN
 QJ0287'THE TOP OF THE CONCRETE MONUMENT.
 QJ0287'
 QJ0287'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 QJ0287'BASE OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, THE BASE IS ABOUT 6
 QJ0287'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED FLANDERS USLS NO 3 1956.
 QJ0287'
 QJ0287'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 QJ0287'BASE OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, THE BASE IS ABOUT 2
 QJ0287'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED FLANDERS USLS NO 4 1956
 QJ0287'
 QJ0287'THE AZIMUTH MARK IS 86 FEET NORTH OF THE CENTER OF HIGHWAY 32 AND 65,
 QJ0287'12 FEET SOUTH OF A FENCE LINE AND 2 FEET EAST OF A TELEPHONE POLE AND
 QJ0287'A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QJ0287'STAMPED FLANDERS USLS 1932 RESET 1956.
 QJ0287
 QJ0287                          STATION RECOVERY (1981)
 QJ0287
 QJ0287'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 QJ0287'FOUND STATION AND RM USLS 1904 AND AZIMUTH MARK IN GOOD CONDITION.  RM
 QJ0287'3, MONUMENT BROKEN AND DISK MISSING, RM 4 DISK MISSING, BUT SHANK OF
 QJ0287'DISK IS STILL IN PLACE.  TO REACH AND DESCRIPTION ARE ADEQUATE.
 QJ0287
 QJ0287                          STATION RECOVERY (1992)
 QJ0287
 QJ0287'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0287'STATION IS LOCATED IN QUAD 450833 AND ON THE LACHINE QUADRANGLE MAP.
 QJ0287'IT IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-31-N, R-6-E, GREEN
 QJ0287'TOWNSHIP, ABOUT 15 MILES (24.1 KM) SOUTH OF POSEN, ABOUT 14 MILES
 QJ0287'(22.5 KM) WEST OF ALPENA, AND ABOUT 1 MILE (1.6 KM) EAST OF FLANDERS.
 QJ0287'ON THE PROPERTY OF RAY ZIELINSKI, 13545 PARK ROAD, LACHINE, MICHIGAN,
 QJ0287'49753, PHONE 517-379-4766 (MUST CONTACT PROIR TO ENTRY).
 QJ0287'
 QJ0287'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-32 AND STATE HIGHWAY
 QJ0287'M-65 AT FLANDERS, GO EAST ALONG STATE HIGHWAY M-32 FOR 0.35 MILES
 QJ0287'(0.56 KM) TO PAVED ROAD RIGHT (PARK ROAD) TURN RIGHT GOING EASTERLY
 QJ0287'FOR 0.73 MILES (1.17 KM) TO DRIVE RIGHT, TURN RIGHT INTO DRIVE GOING
 QJ0287'SOUTH TO HOUSE FOR ACCESS, CONTINUE SOUTHERLY 0.2 MILES (0.3 KM) TO
 QJ0287'DRIVE END, PACK SOUTH TO TOP OF HILL AND STATION.
 QJ0287'
 QJ0287'THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT IS
 QJ0287'28.6 FT (8.7 M) NORTHWEST OF SOUTHWEST LEG OF ABANDONDED LOOKOUT TOWER
 QJ0287'LEG, 26.9 FT (8.2 M) SOUTHWEST OF NORTHWEST LEG OF ABANDONDED LOOKOUT
 QJ0287'TOWER LEG, AND 24 FT (7.3 M) SOUTHWEST OF SPRUCE TREE.
 QJ0287
 QJ0287                          STATION RECOVERY (1999)
 QJ0287
 QJ0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0469 ***********************************************************************
 QL0469  DESIGNATION -  FLAT
 QL0469  PID         -  QL0469
 QL0469  STATE/COUNTY-  MI/DELTA
 QL0469  COUNTRY     -  US
 QL0469  USGS QUAD   -  CHANDLER (2017)
 QL0469
 QL0469                         *CURRENT SURVEY CONTROL
 QL0469  ______________________________________________________________________
 QL0469* NAD 83(1994) POSITION- 45 49 34.60690(N) 087 10 01.02816(W)   ADJUSTED
 QL0469* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 QL0469  ______________________________________________________________________
 QL0469  GEOID HEIGHT    -        -35.461 (meters)                     GEOID18
 QL0469  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QL0469  HORZ ORDER      -  FIRST
 QL0469
 QL0469.The horizontal coordinates were established by classical geodetic methods
 QL0469.and adjusted by the National Geodetic Survey in February 1997.
 QL0469
 QL0469.The orthometric height was scaled from a topographic map.
 QL0469
 QL0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0469.GEOID18 height accuracy estimate available here.
 QL0469
 QL0469.Click photographs - Photos may exist for this station.
 QL0469
 QL0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0469
 QL0469. The following values were computed from the NAD 83(1994) position.
 QL0469
 QL0469;                    North         East     Units Scale Factor Converg.
 QL0469;SPC MI N     -   115,931.478 7,987,027.770   MT  0.99993473   -0 07 14.4
 QL0469;SPC MI N     -   380,352.62 26,204,159.35   iFT  0.99993473   -0 07 14.4
 QL0469;UTM  16      - 5,074,759.820   487,032.103   MT  0.99960207   -0 07 11.1
 QL0469
 QL0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0469!SPC MI N     -   0.99996668  x   0.99993473  =   0.99990141
 QL0469!UTM  16      -   0.99996668  x   0.99960207  =   0.99956876
 QL0469
 QL0469:                Primary Azimuth Mark                     Grid Az
 QL0469:SPC MI N     -  FLAT AZ MK                               040 40 58.7
 QL0469:UTM  16      -  FLAT AZ MK                               040 40 55.4
 QL0469
 QL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8703274759(NAD 83)
 QL0469
 QL0469|---------------------------------------------------------------------|
 QL0469| PID    Reference Object                     Distance      Geod. Az  |
 QL0469|                                                           dddmmss.s |
 QL0469| CJ4960 FLAT AZ MK                                         0403344.3 |
 QL0469| QL0468 FLAT RM 1                            39.873 METERS 17223     |
 QL0469| CJ4961 FLAT RM 2                            32.152 METERS 27109     |
 QL0469|---------------------------------------------------------------------|
 QL0469
 QL0469                          SUPERSEDED SURVEY CONTROL
 QL0469
 QL0469  NAD 83(1986)-  45 49 34.60424(N)    087 10 01.02584(W) AD(       ) 1
 QL0469  NAD 27      -  45 49 34.72500(N)    087 10 00.53500(W) AD(       ) 1
 QL0469
 QL0469.Superseded values are not recommended for survey control.
 QL0469
 QL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0469.See file dsdata.pdf to determine how the superseded data were derived.
 QL0469
 QL0469_MARKER: DS = TRIANGULATION STATION DISK
 QL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0469_STAMPING: FLAT 1954
 QL0469_MARK LOGO: CGS
 QL0469_PROJECTION: RECESSED 30 CENTIMETERS
 QL0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0469+STABILITY: SURFACE MOTION
 QL0469
 QL0469  HISTORY     - Date     Condition        Report By
 QL0469  HISTORY     - 1954     MONUMENTED       CGS
 QL0469
 QL0469                          STATION DESCRIPTION
 QL0469
 QL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0469'STATION IS LOCATED IN THE VILLAGE OF FLAT ROCK, ABOUT 7-1/2 MILES
 QL0469'NORTHWEST OF ESCANABA, AND ACROSS THE STREET, NORTH, OF THE FLAT ROCK
 QL0469'STATE FOREST SERVICE LOOKOUT TOWER.  IT IS 72 FEET NORTH OF THE
 QL0469'APPROXIMATE CENTERLINE OF THE ROAD, 32 FEET WEST OF AN 18 INCH TREE,
 QL0469'AND ALONG THE NORTH EDGE OF PARKING AREA.  THE MARK IS SET ABOUT 12
 QL0469'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FLAT
 QL0469'1954.
 QL0469'
 QL0469'REFERENCE MARK NO. 1 IS SET UNDER THE CENTER OF THE FLAT ROCK STATE
 QL0469'FOREST SERVICE LOOKOUT TOWER.  THE MARK IS FLUSH AND THE DISK IS
 QL0469'STAMPED FLAT NO 1 1954.
 QL0469'
 QL0469'REFERENCE MARK NO. 2 IS SET IN THE NORTH EDGE OF THE PARKING AREA, AND
 QL0469'73 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK
 QL0469'PROJECTS 2 INCHES AND THE DISK IS STAMPED FLAT NO 2 1954.
 QL0469'
 QL0469'AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD
 QL0469'AND 7-1/2 FEET EAST OF FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 QL0469'DISK IS STAMPED FLAT 1954.
 QL0469'
 QL0469'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 31 AND U.S. HIGHWAYS
 QL0469'NO. 2 AND 41 IN THE WEST EDGE OF ESCANABA, GO NORTH ON U.S. HIGHWAYS
 QL0469'NO. 2 AND 41 FOR 3.2 MILES TO JUNCTION OF COUNTY ROAD NO. 426.  TURN
 QL0469'LEFT AND FOLLOW COUNTY ROAD NO. 426 3.15 MILES TO JUNCTION OF COUNTY
 QL0469'ROAD NO. 416.  TURN LEFT AND FOLLOW COUNTY ROAD NO. 416 WEST FOR 2.85
 QL0469'MILES TO STATION ON RIGHT AS DESCRIBED.
 QL0469'
 QL0469'TO REACH AZIMUTH MARK FROM STATION GO EAST FOR 0.05 MILE TO SIDE ROAD
 QL0469'LEFT. TURN LEFT AND GO NORTH FOR 0.25 MILE TO MARK ON LEFT (WEST)
 QL0469'SIDE OF ROAD.
 QL0469'
 QL0469'A TRAVERSE CONNECTION WAS MADE TO FLAT NO 1 AND THE DISTANCE IS SHOWN
 QL0469'ABOVE.
 QL0469'
 QL0469'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1114 ***********************************************************************
 RJ1114  DESIGNATION -  FLAT
 RJ1114  PID         -  RJ1114
 RJ1114  STATE/COUNTY-  MI/MACKINAC
 RJ1114  COUNTRY     -  US
 RJ1114  USGS QUAD   -  OZARK SE (2017)
 RJ1114
 RJ1114                         *CURRENT SURVEY CONTROL
 RJ1114  ______________________________________________________________________
 RJ1114* NAD 83(1994) POSITION- 46 01 58.46502(N) 084 46 20.90826(W)   ADJUSTED
 RJ1114* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 RJ1114  ______________________________________________________________________
 RJ1114  GEOID HEIGHT    -        -35.393 (meters)                     GEOID18
 RJ1114  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 RJ1114  HORZ ORDER      -  FIRST
 RJ1114
 RJ1114.The horizontal coordinates were established by classical geodetic methods
 RJ1114.and adjusted by the National Geodetic Survey in February 1997.
 RJ1114
 RJ1114.The orthometric height was scaled from a topographic map.
 RJ1114
 RJ1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1114.GEOID18 height accuracy estimate available here.
 RJ1114
 RJ1114.Click photographs - Photos may exist for this station.
 RJ1114
 RJ1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1114
 RJ1114. The following values were computed from the NAD 83(1994) position.
 RJ1114
 RJ1114;                    North         East     Units Scale Factor Converg.
 RJ1114;SPC MI N     -   141,305.218 8,172,411.370   MT  0.99991249   +1 36 36.1
 RJ1114;SPC MI N     -   463,599.80 26,812,373.26   iFT  0.99991249   +1 36 36.1
 RJ1114;UTM  16      - 5,100,116.019   672,378.666   MT  0.99996530   +1 36 13.1
 RJ1114
 RJ1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1114!SPC MI N     -   0.99997185  x   0.99991249  =   0.99988434
 RJ1114!UTM  16      -   0.99997185  x   0.99996530  =   0.99993715
 RJ1114
 RJ1114:                Primary Azimuth Mark                     Grid Az
 RJ1114:SPC MI N     -  KENNETH                                  302 36 02.1
 RJ1114:UTM  16      -  KENNETH                                  302 36 25.1
 RJ1114
 RJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7237800116(NAD 83)
 RJ1114
 RJ1114|---------------------------------------------------------------------|
 RJ1114| PID    Reference Object                     Distance      Geod. Az  |
 RJ1114|                                                           dddmmss.s |
 RJ1114| QK0774 MORAN MICROWAVE TOWER               APPROX. 7.2 KM 1753600.1 |
 RJ1114| CH1143 FLAT RM 2                            23.504 METERS 24807     |
 RJ1114| RJ1116 KENNETH                             APPROX.14.4 KM 3041238.2 |
 RJ1114| CH1142 FLAT RM 1                            23.922 METERS 35331     |
 RJ1114|---------------------------------------------------------------------|
 RJ1114
 RJ1114                          SUPERSEDED SURVEY CONTROL
 RJ1114
 RJ1114  NAD 83(1986)-  46 01 58.45796(N)    084 46 20.90630(W) AD(       ) 1
 RJ1114  NAD 27      -  46 01 58.40821(N)    084 46 20.71255(W) AD(       ) 1
 RJ1114
 RJ1114.Superseded values are not recommended for survey control.
 RJ1114
 RJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1114.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1114
 RJ1114_MARKER: DS = TRIANGULATION STATION DISK
 RJ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1114_STAMPING: FLAT 1965
 RJ1114_MARK LOGO: CGS
 RJ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1114+STABILITY: SURFACE MOTION
 RJ1114
 RJ1114  HISTORY     - Date     Condition        Report By
 RJ1114  HISTORY     - 1965     MONUMENTED       CGS
 RJ1114  HISTORY     - 19950711 GOOD             USPSQD
 RJ1114
 RJ1114                          STATION DESCRIPTION
 RJ1114
 RJ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1114'THE STATION IS LOCATED ON A SMALL HILL ABOUT 3 MILES NORTHEAST OF
 RJ1114'MORAN, 4 MILES WEST OF ST. MARTIN BAY, AND ON PROPERTY OWNED BY THE
 RJ1114'FEDERAL GOVERNMENT.
 RJ1114'
 RJ1114'TO REACH THE STATION FROM THE POST OFFICE IN MORAN, GO NORTHWEST ON
 RJ1114'STATE HIGHWAY 123 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 RJ1114'EASTERLY ON A GRAVELED ROAD FOR 4.9 MILES TO THE CENTER OF AN OVERPASS
 RJ1114'(INTERSTATE 75).  CONTINUE EASTERLY ON A PAVED ROAD FOR 0.3 MILE TO A
 RJ1114'CROSSROAD.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD 412 FOR 1.5
 RJ1114'MILES TO A CROSSROAD JUST AFTER PASSING UNDER INTERSTATE 75, AND JUST
 RJ1114'BEFORE REACHING A BRIDGE OVER CARP RIVER.  TURN LEFT AND GO SOUTHWEST
 RJ1114'ON A BLACK TOP ROAD FOR 0.25 MILE TO THE END OF THE BLACK TOP.
 RJ1114'CONTINUE AHEAD WEST AND NORTHWEST ON A GRAVELED ROAD FOR 3.25 MILES TO
 RJ1114'A TWIN TRUNKED 6 INCH WHITE BIRCH TREE ON THE LEFT WITH TRIANGULAR
 RJ1114'BLAZES ON THE EAST SIDE AND THE STATION ON THE RIGHT.
 RJ1114'
 RJ1114'STATION MARKS ARE STANDARD DISKS STAMPED FLAT 1965.  THE SURFACE DISK
 RJ1114'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 RJ1114'130 FEET NORTHEAST OF THE TWIN TRUNKED WHITE BIRCH TREE, 111 FEET
 RJ1114'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 52 FEET SOUTH OF A 6
 RJ1114'INCH PINE TREE, 22 FEET NORTHEAST OF AN 8 INCH ASPEN TREE WITH A
 RJ1114'TRIANGULAR BLAZE ON THE WEST SIDE, AND 4 FEET NORTH OF A METAL WITNESS
 RJ1114'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 RJ1114'INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1114'
 RJ1114'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT NO 1 1965, IS SET
 RJ1114'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 28 FEET
 RJ1114'NORTH-NORTHWEST OF THE 6 INCH PINE TREE, 23 FEET EAST OF AN 8 INCH
 RJ1114'PINE TREE, AND 12 FEET SOUTHWEST OF A 6 INCH PINE TREE.
 RJ1114'
 RJ1114'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT NO 2 1965, IS SET
 RJ1114'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 33 FEET
 RJ1114'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 15 FEET SOUTHEAST OF A
 RJ1114'10 INCH BIRCH TREE, 14 FEET SOUTH OF A 6 INCH PINE TREE, AND 1.6 FEET
 RJ1114'NORTH OF A METAL WITNESS POST.
 RJ1114'
 RJ1114'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1114'TIME.
 RJ1114'
 RJ1114'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RJ1114
 RJ1114                          STATION RECOVERY (1995)
 RJ1114
 RJ1114'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0468 ***********************************************************************
 QL0468  DESIGNATION -  FLAT RM 1
 QL0468  PID         -  QL0468
 QL0468  STATE/COUNTY-  MI/DELTA
 QL0468  COUNTRY     -  US
 QL0468  USGS QUAD   -  CHANDLER (2017)
 QL0468
 QL0468                         *CURRENT SURVEY CONTROL
 QL0468  ______________________________________________________________________
 QL0468* NAD 83(1994) POSITION- 45 49 33.32683(N) 087 10 00.78335(W)   ADJUSTED
 QL0468* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 QL0468  ______________________________________________________________________
 QL0468  GEOID HEIGHT    -        -35.462 (meters)                     GEOID18
 QL0468  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QL0468  HORZ ORDER      -  SECOND
 QL0468
 QL0468.The horizontal coordinates were established by classical geodetic methods
 QL0468.and adjusted by the National Geodetic Survey in February 1997.
 QL0468
 QL0468.The orthometric height was scaled from a topographic map.
 QL0468
 QL0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0468.GEOID18 height accuracy estimate available here.
 QL0468
 QL0468.Click photographs - Photos may exist for this station.
 QL0468
 QL0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0468
 QL0468. The following values were computed from the NAD 83(1994) position.
 QL0468
 QL0468;                    North         East     Units Scale Factor Converg.
 QL0468;SPC MI N     -   115,891.948 7,987,032.970   MT  0.99993478   -0 07 14.2
 QL0468;SPC MI N     -   380,222.93 26,204,176.41   iFT  0.99993478   -0 07 14.2
 QL0468;UTM  16      - 5,074,720.304   487,037.302   MT  0.99960207   -0 07 10.9
 QL0468
 QL0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0468!SPC MI N     -   0.99996668  x   0.99993478  =   0.99990146
 QL0468!UTM  16      -   0.99996668  x   0.99960207  =   0.99956876
 QL0468
 QL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8703774720(NAD 83)
 QL0468
 QL0468                          SUPERSEDED SURVEY CONTROL
 QL0468
 QL0468  NAD 83(1986)-  45 49 33.32418(N)    087 10 00.78103(W) AD(       ) 2
 QL0468  NAD 27      -  45 49 33.44500(N)    087 10 00.29000(W) AD(       ) 2
 QL0468
 QL0468.Superseded values are not recommended for survey control.
 QL0468
 QL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0468.See file dsdata.pdf to determine how the superseded data were derived.
 QL0468
 QL0468_MARKER: DR = REFERENCE MARK DISK
 QL0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0468_STAMPING: FLAT NO 1 1954
 QL0468_MARK LOGO: CGS
 QL0468_PROJECTION: FLUSH
 QL0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0468+STABILITY: SURFACE MOTION
 QL0468
 QL0468  HISTORY     - Date     Condition        Report By
 QL0468  HISTORY     - 1954     MONUMENTED       CGS
 QL0468
 QL0468                          STATION DESCRIPTION
 QL0468
 QL0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0468'STATION IS LOCATED IN THE VILLAGE OF FLAT ROCK, ABOUT 7-1/2 MILES
 QL0468'NORTHWEST OF
 QL0468'ESCANABA.  IT IS 58 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 QL0468'ROAD, AND UNDER THE CENTER OF FLAT ROCK
 QL0468'STATE FOREST SERVICE LOOKOUT TOWER.  THE MARK IS SET FLUSH
 QL0468'AND THE DISK IS STAMPED FLAT NO 1 1954.  NOTE-
 QL0468'11B.
 QL0468'
 QL0468'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FLAT 1954,
 QL0468'AND THE DISTANCE IS 39.873 METERS
 QL0468'OR 130.82 FEET.
 QL0468'
 QL0468'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 31 AND U.S. HIGHWAYS
 QL0468'NO. 2 AND 41 IN THE WEST EDGE OF
 QL0468'ESCANABA, GO NORTH ON U.S. HIGHWAYS NO. 2 AND 41 FOR 3.2 MILES TO
 QL0468'JUNCTION OF COUNTY ROAD NO. 426.  TURN
 QL0468'LEFT AND FOLLOW COUNTY ROAD NO. 426 FOR 3.15 MILE TO
 QL0468'JUNCTION OF COUNTY ROAD NO. 416.  TURN LEFT AND
 QL0468'FOLLOW COUNTY ROAD NO. 416 WEST FOR 2.85
 QL0468'MILES TO STATION ON LEFT (SOUTH) SIDE OF ROAD AS DESCRIBED.
 QL0468'
 QL0468'NOTE- MARK IS SET AT THE CENTER OF THE BASE OF LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1420 ***********************************************************************
 NE1420  DESIGNATION -  FLAT ROCK DT AND I RR CO TANK
 NE1420  PID         -  NE1420
 NE1420  STATE/COUNTY-  MI/WAYNE
 NE1420  COUNTRY     -  US
 NE1420  USGS QUAD   -  FLAT ROCK (2017)
 NE1420
 NE1420                         *CURRENT SURVEY CONTROL
 NE1420  ______________________________________________________________________
 NE1420* NAD 83(1994) POSITION- 42 06 42.66358(N) 083 15 49.40736(W)   ADJUSTED
 NE1420  ______________________________________________________________________
 NE1420  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 NE1420  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 NE1420  HORZ ORDER      -  THIRD
 NE1420
 NE1420.The horizontal coordinates were established by classical geodetic methods
 NE1420.and adjusted by the National Geodetic Survey in February 1997.
 NE1420
 NE1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1420.GEOID18 height accuracy estimate available here.
 NE1420
 NE1420.Click photographs - Photos may exist for this station.
 NE1420
 NE1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1420
 NE1420. The following values were computed from the NAD 83(1994) position.
 NE1420
 NE1420;                    North         East     Units Scale Factor Converg.
 NE1420;SPC MI S     -    68,561.407 4,091,216.554   MT  0.99999722   +0 45 02.1
 NE1420;SPC MI S     -   224,939.00 13,422,626.49   iFT  0.99999722   +0 45 02.1
 NE1420;UTM  17      - 4,664,674.949   312,847.423   MT  1.00003100   -1 31 06.4
 NE1420
 NE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1284764674(NAD 83)
 NE1420
 NE1420                          SUPERSEDED SURVEY CONTROL
 NE1420
 NE1420  NAD 83(1986)-  42 06 42.67345(N)    083 15 49.43418(W) AD(       ) 3
 NE1420  NAD 27      -  42 06 42.51900(N)    083 15 49.69200(W) AD(       ) 3
 NE1420
 NE1420.Superseded values are not recommended for survey control.
 NE1420
 NE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1420.See file dsdata.pdf to determine how the superseded data were derived.
 NE1420
 NE1420_MARKER: 53 = ELEVATED TANK
 NE1420
 NE1420  HISTORY     - Date     Condition        Report By
 NE1420  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1420  HISTORY     - 1977     GOOD             NGS
 NE1420  HISTORY     - 19991023 GOOD             USPSQD
 NE1420
 NE1420                          STATION DESCRIPTION
 NE1420
 NE1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1420'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF
 NE1420'THE DETROIT TOLEDO
 NE1420'AND IRONTON RAILROAD COMPANY WATER TANK, LOCATED
 NE1420'ABOUT 1.5 MI. NE OF FLAT ROCK.  THE
 NE1420'TANK IS SUPPORTED BY A
 NE1420'SIX-LEGGED STEEL STRUCTURE, WITH THE BOTTOM PART OF
 NE1420'THE TANK AND
 NE1420'THE SUPPORTING STRUCTURE ARE BLACK IN COLOR.  THE TOP PART OF THE
 NE1420'TANK IS COLORED
 NE1420'WITH BLACK AND WHITE CHECKS.  THE OVERALL HEIGHT IS ABOUT 150 FT.
 NE1420'
 NE1420'TO REACH THE STATION FROM U.S. HIGHWAYS 24 AND 25 (TELEGRAPH
 NE1420'ROAD) AND VREELAND
 NE1420'ROAD (IN THE N SECTION OF FLAT ROCK), GO E ON
 NE1420'VREELAND ROAD FOR 1.05 MI. TO CAHILL
 NE1420'ROAD RIGHT AND A PAVED ROAD
 NE1420'LEFT.  TURN LEFT AND GO N AND E FOR 0.3 MI. TO THE TANK
 NE1420'ON THE
 NE1420'RIGHT AT THE EDGE OF THE PARKING AREA.
 NE1420'
 NE1420'THIS IS AN INTERSECTION STATION.
 NE1420
 NE1420                          STATION RECOVERY (1977)
 NE1420
 NE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1420'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1420'THE TANK IS NOW PAINTED GREY.
 NE1420'
 NE1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 NE1420'FLAT ROCK.
 NE1420
 NE1420                          STATION RECOVERY (1999)
 NE1420
 NE1420'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0389 ***********************************************************************
 OJ0389  DESIGNATION -  FLINT
 OJ0389  PID         -  OJ0389
 OJ0389  STATE/COUNTY-  MI/GENESEE
 OJ0389  COUNTRY     -  US
 OJ0389  USGS QUAD   -  FLINT NORTH (2017)
 OJ0389
 OJ0389                         *CURRENT SURVEY CONTROL
 OJ0389  ______________________________________________________________________
 OJ0389* NAD 83(1986) POSITION- 43 01 09.     (N) 083 41 37.     (W)   SCALED
 OJ0389* NAVD 88 ORTHO HEIGHT -   217.902 (meters)      714.90  (feet) ADJUSTED
 OJ0389  ______________________________________________________________________
 OJ0389  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 OJ0389  DYNAMIC HEIGHT  -        217.846 (meters)      714.72  (feet) COMP
 OJ0389  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 OJ0389
 OJ0389  VERT ORDER      -  SECOND    CLASS 0
 OJ0389
 OJ0389.The horizontal coordinates were scaled from a map and have
 OJ0389.an estimated accuracy of +/- 6 seconds.
 OJ0389
 OJ0389.The orthometric height was determined by differential leveling and
 OJ0389.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0389.in June 1991.
 OJ0389
 OJ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0389.GEOID18 height accuracy estimate available here.
 OJ0389
 OJ0389.Click photographs - Photos may exist for this station.
 OJ0389
 OJ0389.The dynamic height is computed by dividing the NAVD 88
 OJ0389.geopotential number by the normal gravity value computed on the
 OJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0389.degrees latitude (g = 980.6199 gals.).
 OJ0389
 OJ0389.The modeled gravity was interpolated from observed gravity values.
 OJ0389
 OJ0389;                    North         East    Units  Estimated Accuracy
 OJ0389;SPC MI S     -   168,970.    4,054,860.      MT  (+/- 180 meters Scaled)
 OJ0389
 OJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH805664(NAD 83)
 OJ0389
 OJ0389                          SUPERSEDED SURVEY CONTROL
 OJ0389
 OJ0389  NGVD 29 (??/??/92)  218.054  (m)          715.40   (f) ADJ UNCH    2 0
 OJ0389
 OJ0389.Superseded values are not recommended for survey control.
 OJ0389
 OJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0389.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0389
 OJ0389_MARKER: DB = BENCH MARK DISK
 OJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0389_STAMPING: FLINT 1934
 OJ0389_MARK LOGO: CGS
 OJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0389+STABILITY: SURFACE MOTION
 OJ0389
 OJ0389  HISTORY     - Date     Condition        Report By
 OJ0389  HISTORY     - 1934     MONUMENTED       CGS
 OJ0389  HISTORY     - 1961     MARK NOT FOUND   AEROS
 OJ0389  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 OJ0389  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 OJ0389
 OJ0389                          STATION DESCRIPTION
 OJ0389
 OJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0389'AT FLINT.
 OJ0389'AT FLINT, GENESEE COUNTY, IN FRONT OF THE HOTEL DURANT, AT THE
 OJ0389'SOUTHERN END OF THE CITY PARK, JUST NORTH OF A SMALL CANNON, 36
 OJ0389'FEET NORTH OF THE INTERSECTION OF THE EAST CURB OF SAGINAW
 OJ0389'STREET WITH THE WEST CURB OF DETROIT STREET, AND 8 FEET EAST OF
 OJ0389'THE EAST RAIL TO THE WOMENS REST ROOM.  A STANDARD DISK, STAMPED
 OJ0389'FLINT 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STREET
 OJ0389'IMPROVEMENTS AND RECONSTRUCTION OF A PARK PROBABLY DESTROYED
 OJ0389'THIS MARK.
 OJ0389
 OJ0389                          STATION RECOVERY (1961)
 OJ0389
 OJ0389'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 OJ0389'MARK NOT FOUND.
 OJ0389
 OJ0389                          STATION RECOVERY (2005)
 OJ0389
 OJ0389'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ0389'MARK NOT FOUND.
 OJ0389
 OJ0389                          STATION RECOVERY (2006)
 OJ0389
 OJ0389'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 OJ0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1025 ***********************************************************************
 OJ1025  DESIGNATION -  FLINT A C SPARK PLUG CO STACK
 OJ1025  PID         -  OJ1025
 OJ1025  STATE/COUNTY-  MI/GENESEE
 OJ1025  COUNTRY     -  US
 OJ1025  USGS QUAD   -  FLINT NORTH (2017)
 OJ1025
 OJ1025                         *CURRENT SURVEY CONTROL
 OJ1025  ______________________________________________________________________
 OJ1025* NAD 83(1994) POSITION- 43 01 44.73563(N) 083 39 15.15081(W)   ADJUSTED
 OJ1025  ______________________________________________________________________
 OJ1025  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 OJ1025  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 OJ1025  HORZ ORDER      -  THIRD
 OJ1025
 OJ1025.The horizontal coordinates were established by classical geodetic methods
 OJ1025.and adjusted by the National Geodetic Survey in February 1997.
 OJ1025
 OJ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1025.GEOID18 height accuracy estimate available here.
 OJ1025
 OJ1025.Click photographs - Photos may exist for this station.
 OJ1025
 OJ1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1025
 OJ1025. The following values were computed from the NAD 83(1994) position.
 OJ1025
 OJ1025;                    North         East     Units Scale Factor Converg.
 OJ1025;SPC MI S     -   170,093.985 4,058,061.190   MT  0.99991003   +0 29 05.5
 OJ1025;SPC MI S     -   558,051.13 13,313,849.05   iFT  0.99991003   +0 29 05.5
 OJ1025;UTM  17      - 4,767,464.620   283,756.493   MT  1.00017529   -1 48 42.7
 OJ1025
 OJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8375667464(NAD 83)
 OJ1025
 OJ1025                          SUPERSEDED SURVEY CONTROL
 OJ1025
 OJ1025  NAD 83(1986)-  43 01 44.73259(N)    083 39 15.17887(W) AD(       ) 3
 OJ1025  NAD 27      -  43 01 44.63600(N)    083 39 15.34300(W) AD(       ) 3
 OJ1025
 OJ1025.Superseded values are not recommended for survey control.
 OJ1025
 OJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1025.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1025
 OJ1025_MARKER: 63 = STACK
 OJ1025
 OJ1025  HISTORY     - Date     Condition        Report By
 OJ1025  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1025  HISTORY     - 19950915 GOOD             USPSQD
 OJ1025  HISTORY     - 20040329 GOOD             USPSQD
 OJ1025
 OJ1025                          STATION DESCRIPTION
 OJ1025
 OJ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1025'THIS STATION IS LOCATED ON THE E SIDE OF U.S. HIGHWAY
 OJ1025'10 ABOUT 0.2 MILE
 OJ1025'S OF STATE HIGHWAY 21.  THE STACK IS LOCATED AT
 OJ1025'THE POWER PLANT OF THE A-C SPARK
 OJ1025'PLUG DIVISION OF GENERAL MOTORS.
 OJ1025'IT IS A CONCRETE STACK 185 FEET HIGH AND WAS BUILT
 OJ1025'IN 1934.
 OJ1025'
 OJ1025'THE POINT OBSERVED UPON WAS THE CENTER OF THE STACK.
 OJ1025'
 OJ1025'AN INTERSECTION STATION.
 OJ1025
 OJ1025                          STATION RECOVERY (1995)
 OJ1025
 OJ1025'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1025'RECOVERED IN GOOD CONDITION.
 OJ1025
 OJ1025                          STATION RECOVERY (2004)
 OJ1025
 OJ1025'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 OJ1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1034 ***********************************************************************
 OJ1034  DESIGNATION -  FLINT BEECHER METRO DIST TANK
 OJ1034  PID         -  OJ1034
 OJ1034  STATE/COUNTY-  MI/GENESEE
 OJ1034  COUNTRY     -  US
 OJ1034  USGS QUAD   -  FLINT NORTH (2017)
 OJ1034
 OJ1034                         *CURRENT SURVEY CONTROL
 OJ1034  ______________________________________________________________________
 OJ1034* NAD 83(1994) POSITION- 43 05 18.15114(N) 083 41 44.51334(W)   ADJUSTED
 OJ1034  ______________________________________________________________________
 OJ1034  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 OJ1034  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 OJ1034  HORZ ORDER      -  THIRD
 OJ1034
 OJ1034.The horizontal coordinates were established by classical geodetic methods
 OJ1034.and adjusted by the National Geodetic Survey in February 1997.
 OJ1034
 OJ1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1034.GEOID18 height accuracy estimate available here.
 OJ1034
 OJ1034.Click photographs - Photos may exist for this station.
 OJ1034
 OJ1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1034
 OJ1034. The following values were computed from the NAD 83(1994) position.
 OJ1034
 OJ1034;                    North         East     Units Scale Factor Converg.
 OJ1034;SPC MI S     -   176,651.291 4,054,627.623   MT  0.99991316   +0 27 23.8
 OJ1034;SPC MI S     -   579,564.60 13,302,584.06   iFT  0.99991316   +0 27 23.8
 OJ1034;UTM  17      - 4,774,156.136   280,587.726   MT  1.00019227   -1 50 32.0
 OJ1034
 OJ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8058774156(NAD 83)
 OJ1034
 OJ1034                          SUPERSEDED SURVEY CONTROL
 OJ1034
 OJ1034  NAD 83(1986)-  43 05 18.14772(N)    083 41 44.54033(W) AD(       ) 3
 OJ1034  NAD 27      -  43 05 18.05200(N)    083 41 44.69600(W) AD(       ) 3
 OJ1034
 OJ1034.Superseded values are not recommended for survey control.
 OJ1034
 OJ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1034.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1034
 OJ1034_MARKER: 53 = ELEVATED TANK
 OJ1034
 OJ1034  HISTORY     - Date     Condition        Report By
 OJ1034  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1034  HISTORY     - 19950915 GOOD             USPSQD
 OJ1034
 OJ1034                          STATION DESCRIPTION
 OJ1034
 OJ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1034'STATION IS LOCATED IN THE BEECHER METROPOLITAN
 OJ1034'DISTRICT OF THE
 OJ1034'CITY OF FLINT.  THE TANK IS ON CITY PROPERTY AT THE
 OJ1034'MUNICIPAL WATERWORKS, WHICH IS
 OJ1034'LOCATED IN THE SW ANGLE OF THE INTERSECTION
 OJ1034'OF LEWIS STREET AND N SAGINAW STREET.
 OJ1034'
 OJ1034'THE TANK IS A SIX-LEGGED, SILVER-PAINTED STEEL STRUCTURE ABOUT
 OJ1034'140 FEET IN
 OJ1034'HEIGHT.  ON THE E SIDE THE FOLLOWING BLACK LETTERS ARE
 OJ1034'INSCRIBED- BEECHER
 OJ1034'METROPOLITAN DISTRICT.
 OJ1034'
 OJ1034'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE PEAK OF THE
 OJ1034'CONICAL ROOF.
 OJ1034'
 OJ1034'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE TANK TO
 OJ1034'TRIANGULATION
 OJ1034'STATION BEECHER, DISTANCE-46.147 METERS, 151.40 FEET.
 OJ1034'
 OJ1034'THIS IS A TRAVERSE STATION.
 OJ1034
 OJ1034                          STATION RECOVERY (1995)
 OJ1034
 OJ1034'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1028 ***********************************************************************
 OJ1028  DESIGNATION -  FLINT CONSUMERS POWER SPIPE
 OJ1028  PID         -  OJ1028
 OJ1028  STATE/COUNTY-  MI/GENESEE
 OJ1028  COUNTRY     -  US
 OJ1028  USGS QUAD   -  FLINT NORTH (2017)
 OJ1028
 OJ1028                         *CURRENT SURVEY CONTROL
 OJ1028  ______________________________________________________________________
 OJ1028* NAD 83(1994) POSITION- 43 01 08.82665(N) 083 38 42.86155(W)   ADJUSTED
 OJ1028  ______________________________________________________________________
 OJ1028  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 OJ1028  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 OJ1028  HORZ ORDER      -  THIRD
 OJ1028
 OJ1028.The horizontal coordinates were established by classical geodetic methods
 OJ1028.and adjusted by the National Geodetic Survey in February 1997.
 OJ1028
 OJ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1028.GEOID18 height accuracy estimate available here.
 OJ1028
 OJ1028.Click photographs - Photos may exist for this station.
 OJ1028
 OJ1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1028
 OJ1028. The following values were computed from the NAD 83(1994) position.
 OJ1028
 OJ1028;                    North         East     Units Scale Factor Converg.
 OJ1028;SPC MI S     -   168,992.226 4,058,801.607   MT  0.99990961   +0 29 27.4
 OJ1028;SPC MI S     -   554,436.44 13,316,278.24   iFT  0.99990961   +0 29 27.4
 OJ1028;UTM  17      - 4,766,333.779   284,452.350   MT  1.00017159   -1 48 19.4
 OJ1028
 OJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8445266333(NAD 83)
 OJ1028
 OJ1028                          SUPERSEDED SURVEY CONTROL
 OJ1028
 OJ1028  NAD 83(1986)-  43 01 08.82411(N)    083 38 42.88971(W) AD(       ) 3
 OJ1028  NAD 27      -  43 01 08.72200(N)    083 38 43.05500(W) AD(       ) 3
 OJ1028
 OJ1028.Superseded values are not recommended for survey control.
 OJ1028
 OJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1028.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1028
 OJ1028_MARKER: 52 = STANDPIPE TANK
 OJ1028
 OJ1028  HISTORY     - Date     Condition        Report By
 OJ1028  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1028
 OJ1028                          STATION DESCRIPTION
 OJ1028
 OJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1028'THIS STATION IS A STANDPIPE AT THE E. COURT STREET GAS
 OJ1028'PLANT OF THE
 OJ1028'CONSUMERS POWER COMPANY.  THIS STANDPIPE IS A LARGE
 OJ1028'BLACK STRUCTURE WITH A
 OJ1028'REINFORCED STEEL CASING SURROUNDING THE
 OJ1028'STANDPIPE REACHING FROM THE GROUND AND
 OJ1028'EXTENDING ABOUT 10 FEET ABOVE
 OJ1028'THE TOP.  THE POINT SIGHTED UPON WAS THE CENTER OF THE
 OJ1028'STANDPIPE.
 OJ1028'
 OJ1028'TO REACH THE STATION FROM THE JUNCTION OF E. COURT STREET AND
 OJ1028'SAGINAW ROAD IN
 OJ1028'FLINT, GO E ON E.  COURT STREET FOR 0.4 MILE TO THE
 OJ1028'STATION ON THE LEFT.
 OJ1028'
 OJ1028'AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1027 ***********************************************************************
 OJ1027  DESIGNATION -  FLINT HURLEY HOSPITAL FLAGPOLE
 OJ1027  PID         -  OJ1027
 OJ1027  STATE/COUNTY-  MI/GENESEE
 OJ1027  COUNTRY     -  US
 OJ1027  USGS QUAD   -  FLINT NORTH (2017)
 OJ1027
 OJ1027                         *CURRENT SURVEY CONTROL
 OJ1027  ______________________________________________________________________
 OJ1027* NAD 83(1994) POSITION- 43 01 16.34468(N) 083 42 17.07401(W)   ADJUSTED
 OJ1027  ______________________________________________________________________
 OJ1027  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 OJ1027  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 OJ1027  HORZ ORDER      -  THIRD
 OJ1027
 OJ1027.The horizontal coordinates were established by classical geodetic methods
 OJ1027.and adjusted by the National Geodetic Survey in February 1997.
 OJ1027
 OJ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1027.GEOID18 height accuracy estimate available here.
 OJ1027
 OJ1027.Click photographs - Photos may exist for this station.
 OJ1027
 OJ1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1027
 OJ1027. The following values were computed from the NAD 83(1994) position.
 OJ1027
 OJ1027;                    North         East     Units Scale Factor Converg.
 OJ1027;SPC MI S     -   169,184.354 4,053,949.920   MT  0.99990970   +0 27 01.7
 OJ1027;SPC MI S     -   555,066.78 13,300,360.63   iFT  0.99990970   +0 27 01.7
 OJ1027;UTM  17      - 4,766,720.265   279,610.928   MT  1.00019756   -1 50 46.0
 OJ1027
 OJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7961066720(NAD 83)
 OJ1027
 OJ1027                          SUPERSEDED SURVEY CONTROL
 OJ1027
 OJ1027  NAD 83(1986)-  43 01 16.34104(N)    083 42 17.10122(W) AD(       ) 3
 OJ1027  NAD 27      -  43 01 16.24800(N)    083 42 17.25500(W) AD(       ) 3
 OJ1027
 OJ1027.Superseded values are not recommended for survey control.
 OJ1027
 OJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1027.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1027
 OJ1027_MARKER: 62 = FLAGPOLE
 OJ1027
 OJ1027  HISTORY     - Date     Condition        Report By
 OJ1027  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1027  HISTORY     - 19950915 GOOD             USPSQD
 OJ1027  HISTORY     - 20040329 GOOD             USPSQD
 OJ1027
 OJ1027                          STATION DESCRIPTION
 OJ1027
 OJ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1027'THIS STATION IS LOCATED IN THE W SECTION OF THE CITY OF
 OJ1027'FLINT.  IT IS ON
 OJ1027'THE S SIDE OF SEVENTH AVENUE AT THE INTERSECTION
 OJ1027'OF BEGOLE STREET.  THE FLAGPOLE IS
 OJ1027'LOCATED ON THE ROOF OF THE HURLEY
 OJ1027'HOSPITAL.
 OJ1027'
 OJ1027'THE POINT OBSERVED UPON WAS THE BASE OF THE FLAGPOLE.
 OJ1027'
 OJ1027'AN INTERSECTION STATION.
 OJ1027
 OJ1027                          STATION RECOVERY (1995)
 OJ1027
 OJ1027'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1027'RECOVERED IN GOOD CONDITION.
 OJ1027
 OJ1027                          STATION RECOVERY (2004)
 OJ1027
 OJ1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 OJ1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1030 ***********************************************************************
 OJ1030  DESIGNATION -  FLINT LOWELL JR HIGH SCH STACK
 OJ1030  PID         -  OJ1030
 OJ1030  STATE/COUNTY-  MI/GENESEE
 OJ1030  COUNTRY     -  US
 OJ1030  USGS QUAD   -  FLINT NORTH (2017)
 OJ1030
 OJ1030                         *CURRENT SURVEY CONTROL
 OJ1030  ______________________________________________________________________
 OJ1030* NAD 83(1994) POSITION- 43 02 40.78905(N) 083 39 34.64963(W)   ADJUSTED
 OJ1030  ______________________________________________________________________
 OJ1030  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 OJ1030  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 OJ1030  HORZ ORDER      -  THIRD
 OJ1030
 OJ1030.The horizontal coordinates were established by classical geodetic methods
 OJ1030.and adjusted by the National Geodetic Survey in February 1997.
 OJ1030
 OJ1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1030.GEOID18 height accuracy estimate available here.
 OJ1030
 OJ1030.Click photographs - Photos may exist for this station.
 OJ1030
 OJ1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1030
 OJ1030. The following values were computed from the NAD 83(1994) position.
 OJ1030
 OJ1030;                    North         East     Units Scale Factor Converg.
 OJ1030;SPC MI S     -   171,819.817 4,057,605.275   MT  0.99991075   +0 28 52.2
 OJ1030;SPC MI S     -   563,713.31 13,312,353.26   iFT  0.99991075   +0 28 52.2
 OJ1030;UTM  17      - 4,769,207.801   283,370.012   MT  1.00017735   -1 48 57.9
 OJ1030
 OJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8337069207(NAD 83)
 OJ1030
 OJ1030                          SUPERSEDED SURVEY CONTROL
 OJ1030
 OJ1030  NAD 83(1986)-  43 02 40.78646(N)    083 39 34.67811(W) AD(       ) 3
 OJ1030  NAD 27      -  43 02 40.69000(N)    083 39 34.84000(W) AD(       ) 3
 OJ1030
 OJ1030.Superseded values are not recommended for survey control.
 OJ1030
 OJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1030.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1030
 OJ1030_MARKER: 63 = STACK
 OJ1030
 OJ1030  HISTORY     - Date     Condition        Report By
 OJ1030  HISTORY     - 1943     FIRST OBSERVED   CGS
 OJ1030  HISTORY     - 19950915 GOOD             USPSQD
 OJ1030
 OJ1030                          STATION DESCRIPTION
 OJ1030
 OJ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1030'THE STATION IS A TALL RED BRICK STACK THAT IS
 OJ1030'100 FEET HIGH,
 OJ1030'LOCATED ABOUT 80 YARDS NE OF THE INTERSECTION OF
 OJ1030'MONTANA STREET AND N. FRANKLIN
 OJ1030'STREET IN THE NE SECTION OF THE
 OJ1030'CITY OF FLINT.  IT IS ON THE PROPERTY OF THE
 OJ1030'LOWELL JUNIOR HIGH
 OJ1030'SCHOOL.  THE STACK WAS BUILT IN 1929 AND IS LOCATED JUST N OF
 OJ1030'THE SCHOOL
 OJ1030'HEATING PLANT BUILDING.
 OJ1030'
 OJ1030'THE POINT OBSERVED UPON WAS THE EXTREME TOP OF THE STACK.
 OJ1030'
 OJ1030'THIS IS AN INTERSECTION STATION.
 OJ1030
 OJ1030                          STATION RECOVERY (1995)
 OJ1030
 OJ1030'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1029 ***********************************************************************
 OJ1029  DESIGNATION -  FLINT NORTH BASE
 OJ1029  PID         -  OJ1029
 OJ1029  STATE/COUNTY-  MI/GENESEE
 OJ1029  COUNTRY     -  US
 OJ1029  USGS QUAD   -  FLINT NORTH (2017)
 OJ1029
 OJ1029                         *CURRENT SURVEY CONTROL
 OJ1029  ______________________________________________________________________
 OJ1029* NAD 83(1994) POSITION- 43 02 41.43843(N) 083 39 02.90541(W)   ADJUSTED
 OJ1029* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 OJ1029  ______________________________________________________________________
 OJ1029  GEOID HEIGHT    -        -34.157 (meters)                     GEOID18
 OJ1029  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 OJ1029  HORZ ORDER      -  FIRST
 OJ1029
 OJ1029.The horizontal coordinates were established by classical geodetic methods
 OJ1029.and adjusted by the National Geodetic Survey in February 1997.
 OJ1029
 OJ1029.The orthometric height was scaled from a topographic map.
 OJ1029
 OJ1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1029.GEOID18 height accuracy estimate available here.
 OJ1029
 OJ1029.Click photographs - Photos may exist for this station.
 OJ1029
 OJ1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1029
 OJ1029. The following values were computed from the NAD 83(1994) position.
 OJ1029
 OJ1029;                    North         East     Units Scale Factor Converg.
 OJ1029;SPC MI S     -   171,845.924 4,058,323.509   MT  0.99991076   +0 29 13.8
 OJ1029;SPC MI S     -   563,798.96 13,314,709.68   iFT  0.99991076   +0 29 13.8
 OJ1029;UTM  17      - 4,769,205.098   284,088.905   MT  1.00017352   -1 48 36.2
 OJ1029
 OJ1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1029!SPC MI S     -   0.99996931  x   0.99991076  =   0.99988008
 OJ1029!UTM  17      -   0.99996931  x   1.00017352  =   1.00014283
 OJ1029
 OJ1029:                Primary Azimuth Mark                     Grid Az
 OJ1029:SPC MI S     -  FLINT NORTH BASE AZ MK                   271 28 39.0
 OJ1029:UTM  17      -  FLINT NORTH BASE AZ MK                   273 46 29.0
 OJ1029
 OJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8408869205(NAD 83)
 OJ1029
 OJ1029|---------------------------------------------------------------------|
 OJ1029| PID    Reference Object                     Distance      Geod. Az  |
 OJ1029|                                                           dddmmss.s |
 OJ1029| CH0204 FLINT NORTH BASE RM 3                12.989 METERS 06931     |
 OJ1029| CH0202 FLINT NORTH BASE RM 1                 9.107 METERS 08853     |
 OJ1029| OJ1028 FLINT CONSUMERS POWER SPIPE         APPROX. 2.9 KM 1705834.9 |
 OJ1029| OJ1025 FLINT A C SPARK PLUG CO STACK       APPROX. 1.8 KM 1890010.3 |
 OJ1029| OJ1026 FLINT BUICK MOTOR CO E STACK        APPROX. 2.7 KM 2653627.7 |
 OJ1029| OJ1030 FLINT LOWELL JR HIGH SCH STACK      APPROX. 0.7 KM 2682419.4 |
 OJ1029| CH0201 FLINT NORTH BASE AZ MK                             2715752.8 |
 OJ1029| CH0203 FLINT NORTH BASE RM 2                27.041 METERS 27317     |
 OJ1029| CH0205 FLINT NORTH BASE RM 4                 9.302 METERS 29908     |
 OJ1029|---------------------------------------------------------------------|
 OJ1029
 OJ1029                          SUPERSEDED SURVEY CONTROL
 OJ1029
 OJ1029  NAD 83(1986)-  43 02 41.43581(N)    083 39 02.93352(W) AD(       ) 1
 OJ1029  NAD 27      -  43 02 41.34100(N)    083 39 03.09700(W) AD(       ) 1
 OJ1029
 OJ1029.Superseded values are not recommended for survey control.
 OJ1029
 OJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1029.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1029
 OJ1029_MARKER: DS = TRIANGULATION STATION DISK
 OJ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1029_STAMPING: FLINT NORTH BASE 1943
 OJ1029_MARK LOGO: CGS
 OJ1029_PROJECTION: FLUSH
 OJ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1029+STABILITY: SURFACE MOTION
 OJ1029
 OJ1029  HISTORY     - Date     Condition        Report By
 OJ1029  HISTORY     - 1943     MONUMENTED       CGS
 OJ1029  HISTORY     - 1961     GOOD             AEROS
 OJ1029  HISTORY     - 1966     GOOD             LOCSUR
 OJ1029  HISTORY     - 1966     GOOD             CGS
 OJ1029  HISTORY     - 1980     GOOD             MIDH
 OJ1029  HISTORY     - 20050128 GOOD             USPSQD
 OJ1029
 OJ1029                          STATION DESCRIPTION
 OJ1029
 OJ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1029'THE STATION IS LOCATED IN BURTON TOWNSHIP, CITY OF FLINT, LOT 100 OF
 OJ1029'THE EASTWOOD SUBDIVISION, IN THE NW 1/4 SEC. 4, T. 7 N., R. 7 E.  IT
 OJ1029'IS 72 FEET W OF THE CENTER LINE OF BRANCH STREET, 28 FEET S OF THE
 OJ1029'CENTER LINE OF COLORADO STREET, 0.9 FEET S OF THE S EDGE OF AN E-W
 OJ1029'CONCRETE SIDEWALK.  THIS POINT IS ON A TANGENT TO THE N OF THE W RAIL
 OJ1029'OF THE PERE MARQUETTE RAILROAD, BELT LINE OF THE MAIN LINE.  THE MARK
 OJ1029'IS SET FLUSH WITH THE GROUND AND IS STAMPED FLINT NORTH BASE 1943.
 OJ1029'
 OJ1029'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ1029'IN CONCRETE.
 OJ1029'
 OJ1029'REFERENCE MARK 1 IS 29.88 FEET E OF THE STATION, 42 FEET W OF THE
 OJ1029'CENTER LINE OF BRANCH STREET, AND 29 FEET S OF THE CENTER LINE OF
 OJ1029'COLORADO STREET.  THE MARK IS 1 FOOT S OF THE S EDGE OF AN E-W
 OJ1029'CONCRETE SIDEWALK, SET FLUSH WITH THE GROUND AND STAMPED FLINT NORTH
 OJ1029'BASE NO 1 1943.
 OJ1029'
 OJ1029'REFERENCE MARK 2 IS 88.72 FEET W OF THE STATION, 21 FEET S OF THE
 OJ1029'CENTER LINE OF COLORADO STREET, AND 0.6 FEET S OF THE N EDGE OF AN E-W
 OJ1029'CONCRETE SIDEWALK.  THE MARK IS SET FLUSH WITH THE GROUND AND IS
 OJ1029'STAMPED FLINT NORTH BASE NO 2 1943.
 OJ1029'
 OJ1029'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 50.3 FEET E OF THE
 OJ1029'CENTER LINE OF WESTERN STREET, 32 FEET N OF THE CENTER LINE OF
 OJ1029'COLORADO STREET, 12.4 FEET NE OF A POWER-TRANSMISSION LINE POLE, 4.6
 OJ1029'FEET S OF A 15-INCH APPLE TREE, AND 1 FOOT NE OF THE INTERSECTION OF A
 OJ1029'N AND E CONCRETE SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND THE
 OJ1029'DISK IS STAMPED FLINT NORTH BASE 1943.
 OJ1029'
 OJ1029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 OJ1029'HIGHWAY 21 IN THE E EDGE OF THE CITY OF FLINT, GO E ON STATE HIGHWAY
 OJ1029'21 FOR 0.25 MILE TO BRANCH STREET, HERE TURN LEFT AND GO 0.8 MILE TO
 OJ1029'THE JUNCTION WITH COLORADO STREET AND STATION ON THE LEFT AS
 OJ1029'DESCRIBED.
 OJ1029'
 OJ1029'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON COLORADO STREET
 OJ1029'FOR 0.25 MILE TO THE JUNCTION OF WESTERN STREET AND MARK ON THE RIGHT
 OJ1029'AS DESCRIBED.
 OJ1029'
 OJ1029'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1029
 OJ1029                          STATION RECOVERY (1961)
 OJ1029
 OJ1029'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (WCE)
 OJ1029'RECOVERED AS DESCRIBED, INCLUDING AZIMUTH MARK.
 OJ1029
 OJ1029                          STATION RECOVERY (1966)
 OJ1029
 OJ1029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 OJ1029'RECOVERED BY CLARK AERIAL SURVEY CORP
 OJ1029'
 OJ1029'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OJ1029
 OJ1029                          STATION RECOVERY (1966)
 OJ1029
 OJ1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1029'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AT THIS TIME AND
 OJ1029'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND IN A GARBAGE PILE
 OJ1029'NEAR BY UP-ROOTED AND THE DISK WAS REMOVED.  REFERENCE MARK 2 WAS
 OJ1029'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 OJ1029'AT THIS TIME.  DUE TO HOUSES AND PARKED VEHICLES NO VISIBLE OBJECTS
 OJ1029'COULD BE CUT IN AT THIS TIME.  THE PREVIOUS DESCRIPTION IS THOUGHT TO
 OJ1029'BE INADEQUATE AND A NEW DESCRIPTION FOLLOWS.
 OJ1029'
 OJ1029'STATION IS LOCATED IN THE EASTWOOD SUBDIVISION AT THE EAST EDGE OF
 OJ1029'FLINT 74 FEET SOUTHWEST OF THE INTERSECTION OF BRANCH ROAD AND
 OJ1029'COLORADO AVE.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF COLORADO AVE,
 OJ1029'18 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE AT 3319 BRANCH
 OJ1029'RD., 1 FOOT SOUT OF THE SOUTH EDGE OF A SIDEWALK AND ON THE PROPERTY
 OJ1029'OF MR. GORDAN KODAT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OJ1029'FLINT NORTH BASE 1943.
 OJ1029'
 OJ1029'REFERENCE MARK 3 IS 32 FEET SOUTWEST OF THE INTERSECTION, 15 FEET
 OJ1029'SOUTH OF THE CENTERLINE OF THE STREET, 7 FEET NORTH OF A POWER POLE
 OJ1029'AND 1 FOOT SOUTH OF THE SOUTH CURBING OF THE STREET.  THE MONUMENT IS
 OJ1029'FLUSH AND THE DISK IS STAMPED FLINT NORTH BASE 1943 NO 3 1966.
 OJ1029'
 OJ1029'REFERENCE MARK 4 IS 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 OJ1029'HOUSE, 15 FEET SOUTH OF THE CENTERLINE OF THE STREET, 14 FEET EAST OF
 OJ1029'THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTH CURBING OF
 OJ1029'THE STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FLINT NORTH
 OJ1029'BASE BASE NO 4 1966 1943.
 OJ1029'
 OJ1029'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 OJ1029'OF COLORADO AVE. AND WESTERN STREET 0.25 MILE WEST OF THE STATION.  IT
 OJ1029'IS 50 FEET EAST OF THE CENTERLINE OF WESTERN ST., 32 FEET NORTH OF THE
 OJ1029'CENTERLINE OF COLORADO AVE., 12 FEET NORTHEAST OF A POWER POLE AND 1
 OJ1029'FOOT NORTHEAST OF THE INTERSECTION OF AN EAST-WEST, NORTH-SOUTH
 OJ1029'SIDEWALK INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OJ1029'FLINT NORTH BASE 1943.
 OJ1029'
 OJ1029'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ1029'
 OJ1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN FLINT.
 OJ1029
 OJ1029                          STATION RECOVERY (1980)
 OJ1029
 OJ1029'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1029'THE STATION, REFERENCE MARK 3, REFERENCE MARK 4, AND THE AZIMUTH MARK
 OJ1029'WERE FOUND IN GOOD CONDITION, THE TO REACH AND DESCRIPTION ARE
 OJ1029'ADEQUATE AND THE DISTANCES AND DIRECTIONS WERE NOT CHECKED.
 OJ1029
 OJ1029                          STATION RECOVERY (2005)
 OJ1029
 OJ1029'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1516 ***********************************************************************
 NE1516  DESIGNATION -  FLINT SOUTH BASE
 NE1516  PID         -  NE1516
 NE1516  STATE/COUNTY-  MI/GENESEE
 NE1516  COUNTRY     -  US
 NE1516  USGS QUAD   -  FLINT SOUTH (2017)
 NE1516
 NE1516                         *CURRENT SURVEY CONTROL
 NE1516  ______________________________________________________________________
 NE1516* NAD 83(2011) POSITION- 42 57 31.47025(N) 083 38 50.43653(W)   ADJUSTED
 NE1516* NAD 83(2011) ELLIP HT-   210.207 (meters)        (06/27/12)   ADJUSTED
 NE1516* NAD 83(2011) EPOCH   -  2010.00
 NE1516* NAVD 88 ORTHO HEIGHT -   244.2   (meters)      801.    (feet) GPS OBS
 NE1516  ______________________________________________________________________
 NE1516  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1516  GEOID HEIGHT    -         -33.88 (meters)                     GEOID93
 NE1516  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 NE1516  NAD 83(2011) X  -    517,303.859 (meters)                     COMP
 NE1516  NAD 83(2011) Y  - -4,646,524.477 (meters)                     COMP
 NE1516  NAD 83(2011) Z  -  4,324,291.741 (meters)                     COMP
 NE1516  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 NE1516
 NE1516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1516  Standards:
 NE1516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1516  -------------------------------------------------------------------
 NE1516  NETWORK    1.69   1.69           0.74   0.63   0.86      0.04883892
 NE1516  -------------------------------------------------------------------
 NE1516  Click here for local accuracies and other accuracy information.
 NE1516
 NE1516.The horizontal coordinates were established by GPS observations
 NE1516.and adjusted by the National Geodetic Survey in June 2012.
 NE1516
 NE1516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1516.been affixed to the stable North American tectonic plate. See 
 NE1516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1516
 NE1516.The horizontal coordinates are valid at the epoch date displayed above
 NE1516.which is a decimal equivalence of Year/Month/Day.
 NE1516
 NE1516.The orthometric height was determined by GPS observations and a
 NE1516.high-resolution geoid model.
 NE1516
 NE1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1516.GEOID18 height accuracy estimate available here.
 NE1516
 NE1516.Click photographs - Photos may exist for this station.
 NE1516
 NE1516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1516
 NE1516.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1516
 NE1516.The ellipsoidal height was determined by GPS observations
 NE1516.and is referenced to NAD 83.
 NE1516
 NE1516. The following values were computed from the NAD 83(2011) position.
 NE1516
 NE1516;                    North         East     Units Scale Factor Converg.
 NE1516;SPC MI S     -   162,284.209 4,058,687.407   MT  0.99990770   +0 29 22.3
 NE1516;SPC MI S     -   532,428.51 13,315,903.57   iFT  0.99990770   +0 29 22.3
 NE1516;UTM  17      - 4,759,633.948   284,069.483   MT  1.00017364   -1 48 17.2
 NE1516
 NE1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1516!SPC MI S     -   0.99996704  x   0.99990770  =   0.99987474
 NE1516!UTM  17      -   0.99996704  x   1.00017364  =   1.00014067
 NE1516
 NE1516:                Primary Azimuth Mark                     Grid Az
 NE1516:SPC MI S     -  FLINT SOUTH BASE AZ MK                   323 32 21.4
 NE1516:UTM  17      -  FLINT SOUTH BASE AZ MK                   325 50 00.9
 NE1516
 NE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8406959633(NAD 83)
 NE1516
 NE1516|---------------------------------------------------------------------|
 NE1516| PID    Reference Object                     Distance      Geod. Az  |
 NE1516|                                                           dddmmss.s |
 NE1516| OJ1028 FLINT CONSUMERS POWER SPIPE         APPROX. 6.7 KM 0012755.0 |
 NE1516| CH0207 FLINT SOUTH BASE RM 1                32.004 METERS 02408     |
 NE1516| CH0208 FLINT SOUTH BASE RM 2                24.658 METERS 14444     |
 NE1516| NE1519 FLINT BURTON TOWNSHIP TANK          APPROX. 2.7 KM 3114536.2 |
 NE1516| NE1517 FLINT FISHER BODY CO STACK          APPROX. 3.9 KM 3182505.4 |
 NE1516| CH0206 FLINT SOUTH BASE AZ MK                             3240143.7 |
 NE1516| OJ1027 FLINT HURLEY HOSPITAL FLAGPOLE      APPROX. 8.4 KM 3260102.2 |
 NE1516| OJ1026 FLINT BUICK MOTOR CO E STACK        APPROX. 9.8 KM 3421410.3 |
 NE1516| OJ1025 FLINT A C SPARK PLUG CO STACK       APPROX. 7.8 KM 3555419.9 |
 NE1516|---------------------------------------------------------------------|
 NE1516
 NE1516                          SUPERSEDED SURVEY CONTROL
 NE1516
 NE1516  NAD 83(2007)-  42 57 31.47010(N)    083 38 50.43721(W) AD(2002.00) 0
 NE1516  ELLIP H (02/10/07)  210.216  (m)                       GP(2002.00)    
 NE1516  ELLIP H (07/12/02)  210.250  (m)                       GP(       ) 4 1
 NE1516  NAD 83(1994)-  42 57 31.46972(N)    083 38 50.43857(W) AD(       ) 1
 NE1516  ELLIP H (02/03/97)  210.282  (m)                       GP(       ) 4 1
 NE1516  NAD 83(1986)-  42 57 31.46712(N)    083 38 50.46691(W) AD(       ) 1
 NE1516  NAD 27      -  42 57 31.37000(N)    083 38 50.63400(W) AD(       ) 1
 NE1516
 NE1516.Superseded values are not recommended for survey control.
 NE1516
 NE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1516.See file dsdata.pdf to determine how the superseded data were derived.
 NE1516
 NE1516_MARKER: DS = TRIANGULATION STATION DISK
 NE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1516_STAMPING: FLINT SOUTH BASE 1943
 NE1516_MARK LOGO: CGS
 NE1516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1516+STABILITY: SURFACE MOTION
 NE1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1516+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 NE1516
 NE1516  HISTORY     - Date     Condition        Report By
 NE1516  HISTORY     - 1943     MONUMENTED       CGS
 NE1516  HISTORY     - 1959     GOOD             CGS
 NE1516  HISTORY     - 1961     GOOD             AEROS
 NE1516  HISTORY     - 1966     GOOD             CGS
 NE1516  HISTORY     - 1980     GOOD             MIDH
 NE1516  HISTORY     - 19931017 GOOD             WADTRI
 NE1516  HISTORY     - 19981007 GOOD             WADTRI
 NE1516  HISTORY     - 20050128 GOOD             USPSQD
 NE1516  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE1516  HISTORY     - 20070412 GOOD             ROWEIN
 NE1516
 NE1516                          STATION DESCRIPTION
 NE1516
 NE1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1516'STATION IS LOCATED IN THE SE SECTION OF THE CITY OF FLINT.  THE MARK
 NE1516'IS SET ON THE RIGHT-OF-WAY OF THE PERE MARQUETTE RAILROAD.  IT IS 0.1
 NE1516'MILE S OF MAPLE AVENUE, 49.7 FEET E OF THE E RAIL OF THE TRACKS, 46.8
 NE1516'FEET W OF A N-S FENCELINE AND 7.5 FEET SE OF A REFERENCE POST.  THE
 NE1516'DISK IS STAMPED FLINT SOUTH BASE 1943.
 NE1516'
 NE1516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1516'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1516'
 NE1516'REFERENCE MARK 1 IS 105.00 FEET NE OF THE STATION AND 2.0 FEET W OF
 NE1516'THE N-S FENCE.  THE DISK IS STAMPED FLINT SOUTH BASE NO 1 1943.
 NE1516'
 NE1516'REFERENCE MARK 2 IS 80.90 FEET SE OF THE STATION AND 2.0 FEET W OF THE
 NE1516'N-S FENCE.  THE DISK IS STAMPED FLINT SOUTH BASE NO 2 1943.
 NE1516'
 NE1516'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NW OF THE STATION.  IT IS
 NE1516'45 FEET E OF U.S. HIGHWAY 10, 1.9 FEET S OF A REFERENCE POST, AND
 NE1516'ABOUT 0.2 MILE N OF THE JUNCTION OF MAPLE AVENUE AND U.S. HIGHWAY 10.
 NE1516'THE DISK IS STAMPED FLINT SOUTH BASE 1943.
 NE1516'
 NE1516'TO REACH THE STATION FROM THE JUNCTION OF MAPLE AVENUE WITH HIGHWAY 10
 NE1516'IN THE SE SECTION OF THE CITY OF FLINT, GO E ON MAPLE AVENUE FOR 0.25
 NE1516'MILE, CROSSING TWO RAILROAD TRACKS.  TURN RIGHT AFTER CROSSING THE
 NE1516'SECOND TRACK AND GO S ALONG THE E SIDE OF THE TRACK FOR 0.1 MILE TO
 NE1516'THE STATION AS DESCRIBED.
 NE1516'
 NE1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N 0.1 MILE TO MAPLE
 NE1516'AVENUE, TURN LEFT FOR 0.25 MILE TO THE JUNCTION OF U.S.  HIGHWAY 10,
 NE1516'TURN RIGHT OR N ON ROUTE 10 AND GO 0.2 MILE TO THE MARK ON THE RIGHT.
 NE1516'
 NE1516'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1516
 NE1516                          STATION RECOVERY (1959)
 NE1516
 NE1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1516'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, HOWEVER, THE
 NE1516'FOLLOWING ADDITIONAL INFORMATION WILL HELP IN LOCATING IT- IT IS 20.0
 NE1516'FEET NORTH OF THE NORTH EDGE OF A 16 BY 16 FOOT SQUARE CONCRETE SLAB
 NE1516'WHICH HAS BEEN THE FOUNDATION OF A SMALL BUILDING NOW REMOVED.
 NE1516
 NE1516                          STATION RECOVERY (1961)
 NE1516
 NE1516'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (WCE)
 NE1516'RECOVERED AS DESCRIBED, INCLUDING AZIMUTH MARK.
 NE1516
 NE1516                          STATION RECOVERY (1966)
 NE1516
 NE1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NE1516'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 NE1516'AT THIS TIME.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 NE1516'CHANGES.
 NE1516'
 NE1516'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE STATION MARK.
 NE1516'
 NE1516'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE CENTERLINE OF A PAVED
 NE1516'DRIVEWAY LEADING TO MEAD CONTAINERS DIVISION PLANT, 67 FEET SOUTHWEST
 NE1516'OF THE SOUTHWEST LEG OF A WATER TANK OWNED BY MEAD CONTAINERS
 NE1516'DIVISION, 5 FEET SOUTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL
 NE1516'WITNESS POST.
 NE1516'
 NE1516'U.S. HIGHWAY 10 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW DORT RD.
 NE1516
 NE1516                          STATION RECOVERY (1980)
 NE1516
 NE1516'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1516'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 NE1516'WERE ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 NE1516'AND DIRECTIONS WERE NOT CHECKED.  THE TO REACH AND DESCRIPTION ARE
 NE1516'ADEQUATE.
 NE1516
 NE1516                          STATION RECOVERY (1993)
 NE1516
 NE1516'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1516'RECOVERED AS DESCRIBED.
 NE1516
 NE1516                          STATION RECOVERY (1998)
 NE1516
 NE1516'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 NE1516'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 NE1516'LOCATED IN THE SE SECTION OF THE CITY OF FLINT.  THE MARK IS SET ON
 NE1516'THE R.O.W.  OF THE PERE-MARQUETTE RAILROAD.  IT IS 0.1 MILE (0.2 KM)
 NE1516'SOUTH OF MAPLE AVE, 49.7 FEET (15.1 M) EAST OF THE EAST RAIL OF THE
 NE1516'TRACKS, 46.8 FEET (14.3 M) WEST OF A NORTH-SOUTH FENCE LINE.  THE DISK
 NE1516'IS STAMPED FLINT SOUTH BASE 1943.
 NE1516
 NE1516                          STATION RECOVERY (2005)
 NE1516
 NE1516'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1516'RECOVERED IN GOOD CONDITION.
 NE1516
 NE1516                          STATION RECOVERY (2006)
 NE1516
 NE1516'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE1516'MARK NOT FOUND.
 NE1516
 NE1516                          STATION RECOVERY (2007)
 NE1516
 NE1516'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE1516'THE STATION IS AS DESCRIBED WITH THE ADDITIONS OF THE FOLLOWING, N-S
 NE1516'FENCE IS GONE. EAST 10.5 FEET OF A POLE, 1 FOOT WEST OF A BROKEN OFF
 NE1516'CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0042 ***********************************************************************
 QK0042  DESIGNATION -  FLOWERS
 QK0042  PID         -  QK0042
 QK0042  STATE/COUNTY-  MI/MACKINAC
 QK0042  COUNTRY     -  US
 QK0042  USGS QUAD   -  PICKFORD SE (2017)
 QK0042
 QK0042                         *CURRENT SURVEY CONTROL
 QK0042  ______________________________________________________________________
 QK0042* NAD 83(1986) POSITION- 46 00 01.     (N) 084 19 21.     (W)   SCALED
 QK0042* NAVD 88 ORTHO HEIGHT -   179.925 (meters)      590.30  (feet) ADJUSTED
 QK0042  ______________________________________________________________________
 QK0042  GEOID HEIGHT    -        -36.099 (meters)                     GEOID18
 QK0042  DYNAMIC HEIGHT  -        179.930 (meters)      590.32  (feet) COMP
 QK0042  MODELED GRAVITY -    980,642.5   (mgal)                       NAVD 88
 QK0042
 QK0042  VERT ORDER      -  FIRST     CLASS 0
 QK0042
 QK0042.The horizontal coordinates were scaled from a map and have
 QK0042.an estimated accuracy of +/- 6 seconds.
 QK0042
 QK0042.The orthometric height was determined by differential leveling and
 QK0042.adjusted by the NATIONAL GEODETIC SURVEY
 QK0042.in June 1991.
 QK0042
 QK0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0042.GEOID18 height accuracy estimate available here.
 QK0042
 QK0042.Click photographs - Photos may exist for this station.
 QK0042
 QK0042.The dynamic height is computed by dividing the NAVD 88
 QK0042.geopotential number by the normal gravity value computed on the
 QK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0042.degrees latitude (g = 980.6199 gals.).
 QK0042
 QK0042.The modeled gravity was interpolated from observed gravity values.
 QK0042
 QK0042;                    North         East    Units  Estimated Accuracy
 QK0042;SPC MI N     -   138,760.    8,207,350.      MT  (+/- 180 meters Scaled)
 QK0042
 QK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR073975(NAD 83)
 QK0042
 QK0042                          SUPERSEDED SURVEY CONTROL
 QK0042
 QK0042.No superseded survey control is available for this station.
 QK0042
 QK0042_MARKER: B = BOLT
 QK0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0042_SP_SET: CULVERT HEADWALL
 QK0042_MARK LOGO: NONE
 QK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0042+STABILITY: SURFACE MOTION
 QK0042
 QK0042  HISTORY     - Date     Condition        Report By
 QK0042  HISTORY     - 1971     MONUMENTED       NOS
 QK0042  HISTORY     - 1972     GOOD             USLS
 QK0042  HISTORY     - 1983     GOOD             NGS
 QK0042  HISTORY     - 19940728 GOOD             USPSQD
 QK0042  HISTORY     - 19950712 GOOD             USPSQD
 QK0042  HISTORY     - 20010331 GOOD             NGS
 QK0042
 QK0042                          STATION DESCRIPTION
 QK0042
 QK0042'DESCRIBED BY US LAKE SURVEY 1972
 QK0042'1.9 MI E FROM CEDARVILLE.
 QK0042'FLOWERS IS 1.9 MILES EAST OF THE INTERSECTION OF HIGHWAYS M-134 AND
 QK0042'M-129 (MERIDIAN ROAD) IN CEDARVILLE, MACKINAC COUNTY, MICHIGAN,
 QK0042'OPPOSITE THE DWELLING TO A. MILLON AT NO. 222 HIGHWAY M-134, 205
 QK0042'FEET WEST OF CENTERLINE OF FLOWER BAY ROAD (COUNTY ROAD NO. 24),
 QK0042'28 FEET SOUTH OF CENTERLINE OF M-134, 0.5 FEET WEST OF EAST
 QK0042'FENCE AND 0.4 FEET SOUTH OF NORTH FACE OF CONCRETE CULVERT,
 QK0042'ABOUT 2 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP
 QK0042'OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF THE
 QK0042'CULVERT.  NOTE-- PREV. DESIG. FLOWERS 1971.
 QK0042
 QK0042                          STATION RECOVERY (1983)
 QK0042
 QK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 QK0042'(1.95 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0042'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0042'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.15 METERS (0.5 FT)
 QK0042'WEST OF THE EAST END OF THE SOUTH HEADWALL, 8.53 METERS (28.0 FT)
 QK0042'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 62.48 METERS (205.0 FT)
 QK0042'WEST OF THE CENTER OF FLOWER BAY ROAD.
 QK0042'THE MARK IS 0.6 M BELOW HIGHWAY.
 QK0042
 QK0042                          STATION RECOVERY (1994)
 QK0042
 QK0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0042'RECOVERED IN GOOD CONDITION.
 QK0042
 QK0042                          STATION RECOVERY (1995)
 QK0042
 QK0042'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0042'RECOVERED IN GOOD CONDITION.
 QK0042
 QK0042                          STATION RECOVERY (2001)
 QK0042
 QK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9520 ***********************************************************************
 AC9520  SACS        -  This is a Secondary Airport Control Station.
 AC9520  DESIGNATION -  FNT C
 AC9520  PID         -  AC9520
 AC9520  STATE/COUNTY-  MI/GENESEE
 AC9520  COUNTRY     -  US
 AC9520  USGS QUAD   -  FLINT SOUTH (2017)
 AC9520
 AC9520                         *CURRENT SURVEY CONTROL
 AC9520  ______________________________________________________________________
 AC9520* NAD 83(2011) POSITION- 42 58 18.14828(N) 083 44 39.49382(W)   ADJUSTED
 AC9520* NAD 83(2011) ELLIP HT-   198.462 (meters)        (06/27/12)   ADJUSTED
 AC9520* NAD 83(2011) EPOCH   -  2010.00
 AC9520* NAVD 88 ORTHO HEIGHT -   232.418 (meters)      762.52  (feet) ADJUSTED
 AC9520  ______________________________________________________________________
 AC9520  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 AC9520  NAD 83(2011) X  -    509,331.998 (meters)                     COMP
 AC9520  NAD 83(2011) Y  - -4,646,408.782 (meters)                     COMP
 AC9520  NAD 83(2011) Z  -  4,325,337.832 (meters)                     COMP
 AC9520  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 AC9520  DYNAMIC HEIGHT  -        232.358 (meters)      762.33  (feet) COMP
 AC9520  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 AC9520
 AC9520  VERT ORDER      -  FIRST     CLASS II
 AC9520
 AC9520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9520  Standards:
 AC9520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9520  -------------------------------------------------------------------
 AC9520  NETWORK    1.90   5.15           0.88   0.63   2.63     -0.05347375
 AC9520  -------------------------------------------------------------------
 AC9520  Click here for local accuracies and other accuracy information.
 AC9520
 AC9520.This mark is at Bishop Intl Airport (FNT)
 AC9520
 AC9520.The horizontal coordinates were established by GPS observations
 AC9520.and adjusted by the National Geodetic Survey in June 2012.
 AC9520
 AC9520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9520.been affixed to the stable North American tectonic plate. See 
 AC9520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9520
 AC9520.The horizontal coordinates are valid at the epoch date displayed above
 AC9520.which is a decimal equivalence of Year/Month/Day.
 AC9520
 AC9520.The orthometric height was determined by differential leveling and
 AC9520.adjusted by the NATIONAL GEODETIC SURVEY
 AC9520.in October 2009.
 AC9520
 AC9520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9520.GEOID18 height accuracy estimate available here.
 AC9520
 AC9520.Click photographs - Photos may exist for this station.
 AC9520
 AC9520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9520
 AC9520.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9520
 AC9520.The ellipsoidal height was determined by GPS observations
 AC9520.and is referenced to NAD 83.
 AC9520
 AC9520.The dynamic height is computed by dividing the NAVD 88
 AC9520.geopotential number by the normal gravity value computed on the
 AC9520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9520.degrees latitude (g = 980.6199 gals.).
 AC9520
 AC9520.The modeled gravity was interpolated from observed gravity values.
 AC9520
 AC9520. The following values were computed from the NAD 83(2011) position.
 AC9520
 AC9520;                    North         East     Units Scale Factor Converg.
 AC9520;SPC MI S     -   163,661.437 4,050,766.213   MT  0.99990802   +0 25 24.7
 AC9520;SPC MI S     -   536,946.97 13,289,915.40   iFT  0.99990802   +0 25 24.7
 AC9520;UTM  17      - 4,761,327.706   276,207.527   MT  1.00021617   -1 52 17.0
 AC9520
 AC9520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9520!SPC MI S     -   0.99996888  x   0.99990802  =   0.99987690
 AC9520!UTM  17      -   0.99996888  x   1.00021617  =   1.00018504
 AC9520
 AC9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7620761327(NAD 83)
 AC9520
 AC9520                          SUPERSEDED SURVEY CONTROL
 AC9520
 AC9520  NAD 83(2007)-  42 58 18.14839(N)    083 44 39.49460(W) AD(2002.00) 0
 AC9520  ELLIP H (02/10/07)  198.478  (m)                       GP(2002.00)    
 AC9520  NAD 83(1994)-  42 58 18.14862(N)    083 44 39.49525(W) AD(       ) 1
 AC9520  ELLIP H (07/30/04)  198.490  (m)                       GP(       ) 5 1
 AC9520  NAVD 88 (07/30/04)  232.38   (m)  GEOID03  model used  GPS OBS        
 AC9520
 AC9520.Superseded values are not recommended for survey control.
 AC9520
 AC9520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9520.See file dsdata.pdf to determine how the superseded data were derived.
 AC9520
 AC9520_MARKER: DD = SURVEY DISK
 AC9520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9520_STAMPING: FNT C 1992
 AC9520_MARK LOGO: NGS
 AC9520_PROJECTION: FLUSH
 AC9520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9520+STABILITY: SURFACE MOTION
 AC9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9520+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AC9520
 AC9520  HISTORY     - Date     Condition        Report By
 AC9520  HISTORY     - 1992     MONUMENTED       NGS
 AC9520  HISTORY     - 20040604 GOOD             NGS
 AC9520  HISTORY     - 20070416 GOOD             ROWEIN
 AC9520  HISTORY     - 20080401 GOOD             COLEM
 AC9520
 AC9520                          STATION DESCRIPTION
 AC9520
 AC9520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (HSK)
 AC9520'THE STATION IS LOCATED ON THE AIRPORT AT THE NORTH END WEST OF RUNWAY
 AC9520'END 18.  THE STATION IS 157.6 FT (48.0 M) SOUTHWEST OF THE SECOND
 AC9520'RUNWAY LIGHT SOUTH OF END 18, 180.8 FT (55.1 M) NORTHWEST OF THE THIRD
 AC9520'RUNWAY LIGHT, AND 181.5 FT (55.3 M) SOUTHEAST OF THE CENTER OF A CATCH
 AC9520'BASIN.  THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN
 AC9520'THE TOP OF A 1.0 FT (0.3 M) DIAMETER CONCRETE POST FLUSH WITH THE
 AC9520'GROUND AND STAMPED FNT C 1992.
 AC9520
 AC9520                          STATION RECOVERY (2004)
 AC9520
 AC9520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SA)
 AC9520'NOTE THIS DESCRIPTION WAS COMPLIED IN THE OFFICE FROM OLD AIRPORT
 AC9520'OBSTRUCTION  CHART SURVEYS DATA AND THE PACS STATION TO REACH. FIELD
 AC9520'MAN KRN DID NOT DO THE WORK  REQUIRED.
 AC9520'
 AC9520'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF FLINT, ON THE
 AC9520'BISHOP INTERNATIONAL  AIRPORT, AT THE NORTH END WEST OF RUNWAY END 18.
 AC9520'OWNERSHIP--BISHOP INTERNATIONAL  AIRPORT AUTHORITY, 3425 WEST BRISTOL
 AC9520'ROAD, FLINT MI 48507.  AIRPORT MANAGER IS JIM RICE,  PHONE
 AC9520'313-235-6560.  FACILITIES MANAGER IS JOHN MAIR, PHONE 313-235-6560.
 AC9520'TO REACH FROM THE  UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75
 AC9520'AND BRISTOL ROAD (EXIT 116) JUST  SOUTH OF FLINT, GO WEST ON BRISTOL
 AC9520'ROAD FOR 0.26 KM (0.15 MI) TO A PAVED ROAD LEFT. TURN LEFT, SOUTH, ON
 AC9520'TORREY ROAD FOR 1.34 KM (0.85 MI) TO A GENERAL AVIATION GATE ON THE
 AC9520'RIGHT.
 AC9520'
 AC9520'THE STATION IS LOCATED IS 157.6 FT (48.0 M) SOUTHWEST OF THE SECOND
 AC9520'RUNWAY LIGHT SOUTH OF  END 18, 180.8 FT (55.1 M) NORTHWEST OF THE
 AC9520'THIRD RUNWAY LIGHT, AND 181.5 FT (55.3M)   SOUTHEAST OF THE CENTER OF
 AC9520'A CATCH BASIN.  THE STATION IS A STANDARD NATIONAL OCEAN  SERVICE DISK
 AC9520'SET IN THE TOP OF A 1.0 FT (0.3 M) DIAMETER CONCRETE POST FLUSH WITH
 AC9520'THE   GROUND AND STAMPED FNT C 1992.
 AC9520'
 AC9520'THIS STATION HAS BEEN DESIGNATED A SECONDARY AIRPORT CONTROL STATION
 AC9520'(SACS).
 AC9520
 AC9520                          STATION RECOVERY (2007)
 AC9520
 AC9520'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 AC9520'THE STATION IS NOT AS DESCRIBED. USE THE FOLLOWING, 60 FEET S SE TO
 AC9520'CENTER OF CATCH BASIN, 500 FEET S OF N END RUNWAY 18-36, 400 FEET E SE
 AC9520'OF AVIATION FUEL SIGN, 350 FEET E OF E EDGE OF ASPHALT ROADWAY.
 AC9520
 AC9520                          STATION RECOVERY (2008)
 AC9520
 AC9520'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AC9520'RECOVERED AS DESCRIBED.
 AC9520'
 AC9520'NOTE--NEW CONTACT INFORMATION IS, DAN OWEN, 810-235-0606.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8102 ***********************************************************************
 AA8102  CBN         -  This is a Cooperative Base Network Control Station.
 AA8102  PACS        -  This is a Primary Airport Control Station.
 AA8102  DESIGNATION -  FNT E
 AA8102  PID         -  AA8102
 AA8102  STATE/COUNTY-  MI/GENESEE
 AA8102  COUNTRY     -  US
 AA8102  USGS QUAD   -  FLINT SOUTH (2017)
 AA8102
 AA8102                         *CURRENT SURVEY CONTROL
 AA8102  ______________________________________________________________________
 AA8102* NAD 83(2011) POSITION- 42 57 52.07879(N) 083 44 18.60583(W)   ADJUSTED
 AA8102* NAD 83(2011) ELLIP HT-   202.087 (meters)        (06/27/12)   ADJUSTED
 AA8102* NAD 83(2011) EPOCH   -  2010.00
 AA8102* NAVD 88 ORTHO HEIGHT -   236.01  (meters)      774.3   (feet) GPS OBS
 AA8102  ______________________________________________________________________
 AA8102  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8102  GEOID HEIGHT    -        -33.715 (meters)                     GEOID93
 AA8102  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 AA8102  NAD 83(2011) X  -    509,862.622 (meters)                     COMP
 AA8102  NAD 83(2011) Y  - -4,646,904.886 (meters)                     COMP
 AA8102  NAD 83(2011) Z  -  4,324,751.622 (meters)                     COMP
 AA8102  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 AA8102
 AA8102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8102  Standards:
 AA8102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8102  -------------------------------------------------------------------
 AA8102  NETWORK    1.88   5.08           0.87   0.62   2.59     -0.05462187
 AA8102  -------------------------------------------------------------------
 AA8102  Click here for local accuracies and other accuracy information.
 AA8102
 AA8102.This mark is at Bishop Intl Airport (FNT)
 AA8102
 AA8102.The horizontal coordinates were established by GPS observations
 AA8102.and adjusted by the National Geodetic Survey in June 2012.
 AA8102
 AA8102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8102.been affixed to the stable North American tectonic plate. See 
 AA8102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8102
 AA8102.The horizontal coordinates are valid at the epoch date displayed above
 AA8102.which is a decimal equivalence of Year/Month/Day.
 AA8102
 AA8102.The orthometric height was determined by GPS observations and a
 AA8102.high-resolution geoid model.
 AA8102
 AA8102.GPS derived orthometric heights for airport stations designated as
 AA8102.PACS or SACS are published to 2 decimal places.  This maintains
 AA8102.centimeter relative accuracy between the PACS and SACS.  It does
 AA8102.not indicate centimeter accuracy relative to other marks which are
 AA8102.part of the published vertical control network.
 AA8102
 AA8102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8102.GEOID18 height accuracy estimate available here.
 AA8102
 AA8102.Click photographs - Photos may exist for this station.
 AA8102
 AA8102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8102
 AA8102.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8102
 AA8102.The ellipsoidal height was determined by GPS observations
 AA8102.and is referenced to NAD 83.
 AA8102
 AA8102. The following values were computed from the NAD 83(2011) position.
 AA8102
 AA8102;                    North         East     Units Scale Factor Converg.
 AA8102;SPC MI S     -   162,860.572 4,051,245.493   MT  0.99990784   +0 25 38.9
 AA8102;SPC MI S     -   534,319.46 13,291,487.84   iFT  0.99990784   +0 25 38.9
 AA8102;UTM  17      - 4,760,508.041   276,654.492   MT  1.00021371   -1 52 01.9
 AA8102
 AA8102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8102!SPC MI S     -   0.99996831  x   0.99990784  =   0.99987615
 AA8102!UTM  17      -   0.99996831  x   1.00021371  =   1.00018201
 AA8102
 AA8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7665460508(NAD 83)
 AA8102
 AA8102                          SUPERSEDED SURVEY CONTROL
 AA8102
 AA8102  NAD 83(2007)-  42 57 52.07890(N)    083 44 18.60661(W) AD(2002.00) 0
 AA8102  ELLIP H (02/10/07)  202.103  (m)                       GP(2002.00)    
 AA8102  ELLIP H (07/12/02)  202.115  (m)                       GP(       ) 4 2
 AA8102  NAD 83(1994)-  42 57 52.07912(N)    083 44 18.60726(W) AD(       ) B
 AA8102  ELLIP H (09/20/95)  202.128  (m)                       GP(       ) 1 2
 AA8102
 AA8102.Superseded values are not recommended for survey control.
 AA8102
 AA8102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8102.See file dsdata.pdf to determine how the superseded data were derived.
 AA8102
 AA8102_MARKER: F = FLANGE-ENCASED ROD
 AA8102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8102_STAMPING: FNT E 1994
 AA8102_MARK LOGO: NGS
 AA8102_PROJECTION: FLUSH
 AA8102_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8102+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 AA8102_ROD/PIPE-DEPTH: 10.1 meters
 AA8102_SLEEVE-DEPTH  : 1.3 meters
 AA8102
 AA8102  HISTORY     - Date     Condition        Report By
 AA8102  HISTORY     - 1994     MONUMENTED       NGS
 AA8102  HISTORY     - 19981007 GOOD             WADTRI
 AA8102  HISTORY     - 20030612 GOOD             ROWEIN
 AA8102  HISTORY     - 20030723 GOOD             WADTRI
 AA8102  HISTORY     - 20040604 GOOD             NGS
 AA8102  HISTORY     - 20070411 GOOD             ROWEIN
 AA8102  HISTORY     - 20141001 GOOD             ROWEIN
 AA8102
 AA8102                          STATION DESCRIPTION
 AA8102
 AA8102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8102'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF FLINT, OUTSIDE
 AA8102'THE SOUTH PERIMETER FENCE AROUND THE BISHOP INTERNATIONAL AIRPORT, ON
 AA8102'THE NORTH SIDE OF THE BISHOP INDUSTRIAL PARK, IN A GRASS STRIP BETWEEN
 AA8102'THE FENCE AND A ROAD TURNAROUND, JUST NORTH OF THE VORTAC, IN CENTRAL
 AA8102'SECTION 34, T 7 N, R 6 E.  OWNERSHIP--BISHOP INTERNATIONAL AIRPORT
 AA8102'AUTHORITY, 3425 WEST BRISTOL ROAD, FLINT MI 48507.  AIRPORT MANAGER IS
 AA8102'JIM RICE, PHONE 313-235-6560.  FACILITIES MANAGER IS JOHN MAIR, PHONE
 AA8102'313-235-6560.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA8102'INTERSTATE HIGHWAY 75 AND BRISTOL ROAD (EXIT 116) JUST SOUTH OF FLINT,
 AA8102'GO WEST ON BRISTOL ROAD FOR 0.26 KM (0.15 MI) TO A PAVED ROAD LEFT.
 AA8102'TURN LEFT, SOUTH, ON TORREY ROAD FOR 1.34 KM (0.85 MI) TO A GENERAL
 AA8102'AVIATION GATE ON THE RIGHT.  CONTINUE SOUTH ON TORREY ROAD FOR 0.17 KM
 AA8102'(0.10 MI) TO A PAVED ROAD RIGHT TO THE INDUSTRIAL PARK.  TURN RIGHT,
 AA8102'WEST, ON ROAD FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT,
 AA8102'NORTHWEST, ON ROAD FOR 0.46 KM (0.30 MI) TO START OF TURNAROUND AND
 AA8102'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION
 AA8102'IS 21.7 M (71.2 FT) NORTH OF THE CURB, 24.9 M (81.7 FT)
 AA8102'NORTH-NORTHWEST OF THE LAST CONCRETE LIGHT POST ALONG THE ROAD, 20.7 M
 AA8102'(67.9 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST SET IN THE
 AA8102'AIRPORT PERIMETER FENCE, AND 24.7 M (81.0 FT) SOUTH OF THE CENTER ON
 AA8102'OF THREE BRACED FENCE POSTS.
 AA8102
 AA8102                          STATION RECOVERY (1998)
 AA8102
 AA8102'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 AA8102'STATION IS LOCATED 3.7 MILES (6.0 KM) SE OF FLINT, OUTSIDE THE SOUTH
 AA8102'PERIMETER FENCE AROUND BISHOP AIRPORT, ON THE NORTH SIDE OF THE BISHOP
 AA8102'INDUSTRIAL PARK, IN A GRASS STRIP BETWEEN THE FENCE AND A ROAD TURN
 AA8102'AROUND, JUST NORTH OF THE VORTAC, IN CENTRAL SECTION 34 T7N, R6E.  TO
 AA8102'REACH FROM THE UNDERPASS AT THE JUNCTION OF I-75 AND BRISTOL ROAD, GO
 AA8102'WEST ON BRISTOL ROAD FOR .15 MILES (0.24 KM) TO A PAVED ROAD LEFT.
 AA8102'TURN LEFT, SOUTH, ON TORREY ROAD FOR 0.85 MILES (1.37 KM) TO A GENERAL
 AA8102'AVIATION GATE ON THE RIGHT. CONTINUE SOUTH ON TORREY ROAD FOR 0.10
 AA8102'MILES (0.16 KM) TO A PAVED ROAD RIGHT TO THE INDUSTRIAL PARK.  TURN
 AA8102'RIGHT, NORTHWEST, ON ROAD FOR 0.30 MILES (0.48 KM) TO THE START OF A
 AA8102'TURN AROUND AND STATION IS ON THE RIGHT.  ACCESS COVER IS FLUSH WITH
 AA8102'THE GROUND.  STATION IS 21.7 METERS (71.2 FT) NORTH OF THE CURB, 24.9
 AA8102'METERS (81.7 FT) NORTH-NORTHWEST OF THE LAST CONCRETE LIGHT POST ALONG
 AA8102'THE ROAD, 20.7 METERS (67.9 FT) SOUTH-SOUTHWEST OF A FIBERGLASS
 AA8102'WITNESS POST SET IN THE FENCE.
 AA8102
 AA8102                          STATION RECOVERY (2003)
 AA8102
 AA8102'RECOVERY NOTE BY ROWE INCORPORATED 2003 (MWR)
 AA8102'THERE IS A NEW CHAIN LINK FENCE TO THE EAST, NORTH AND WEST OF THE
 AA8102'STATION.  STATION IS 13.9 FEET SOUTHEAST, 13.7 FEET SOUTHWEST, AND
 AA8102'29.5 FEET NORTHWEST OF FENCE CORNERS.  STATION CAN STILL BE ACCESSED
 AA8102'AS PREVIOUSLY DESCRIBED.
 AA8102
 AA8102                          STATION RECOVERY (2003)
 AA8102
 AA8102'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2003 (BAD)
 AA8102'A 10' HIGH CHAIN LINK FENCE WITH BARBED WIRE HAS BEEN CONSTRUCTED
 AA8102'AROUND THE MARK TO ISOLATE IT FROM BISHOP INTERNATIONAL AIRPORT
 AA8102'PROPERTY.  THE MARK IS STILL ACCESSIBLE TO THE PUBLIC FROM THE ROAD.
 AA8102
 AA8102                          STATION RECOVERY (2004)
 AA8102
 AA8102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SSA)
 AA8102'RECOVERED AS DESCRIBED.
 AA8102
 AA8102                          STATION RECOVERY (2007)
 AA8102
 AA8102'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 AA8102'RECOVERED AS DESCRIBED WITH THE ADDITION OF THE COVER IS MISSING ON
 AA8102'ALUMINUM ENCASEMENT.
 AA8102
 AA8102                          STATION RECOVERY (2014)
 AA8102
 AA8102'RECOVERY NOTE BY ROWE INCORPORATED 2014 (MDJ)
 AA8102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0217 ***********************************************************************
 QK0217  DESIGNATION -  FOLEY
 QK0217  PID         -  QK0217
 QK0217  STATE/COUNTY-  MI/MACKINAC
 QK0217  COUNTRY     -  US
 QK0217  USGS QUAD   -  EVERGREEN SHORES (2017)
 QK0217
 QK0217                         *CURRENT SURVEY CONTROL
 QK0217  ______________________________________________________________________
 QK0217* NAD 83(1986) POSITION- 45 55 53.     (N) 084 44 54.     (W)   SCALED
 QK0217* NAVD 88 ORTHO HEIGHT -   186.547 (meters)      612.03  (feet) ADJUSTED
 QK0217  ______________________________________________________________________
 QK0217  GEOID HEIGHT    -        -35.358 (meters)                     GEOID18
 QK0217  DYNAMIC HEIGHT  -        186.556 (meters)      612.06  (feet) COMP
 QK0217  MODELED GRAVITY -    980,655.5   (mgal)                       NAVD 88
 QK0217
 QK0217  VERT ORDER      -  FIRST     CLASS 0
 QK0217
 QK0217.The horizontal coordinates were scaled from a map and have
 QK0217.an estimated accuracy of +/- 6 seconds.
 QK0217
 QK0217.The orthometric height was determined by differential leveling and
 QK0217.adjusted by the NATIONAL GEODETIC SURVEY
 QK0217.in June 1991.
 QK0217
 QK0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0217.GEOID18 height accuracy estimate available here.
 QK0217
 QK0217.Click photographs - Photos may exist for this station.
 QK0217
 QK0217.The dynamic height is computed by dividing the NAVD 88
 QK0217.geopotential number by the normal gravity value computed on the
 QK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0217.degrees latitude (g = 980.6199 gals.).
 QK0217
 QK0217.The modeled gravity was interpolated from observed gravity values.
 QK0217
 QK0217;                    North         East    Units  Estimated Accuracy
 QK0217;SPC MI N     -   130,080.    8,174,600.      MT  (+/- 180 meters Scaled)
 QK0217
 QK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR745888(NAD 83)
 QK0217
 QK0217                          SUPERSEDED SURVEY CONTROL
 QK0217
 QK0217.No superseded survey control is available for this station.
 QK0217
 QK0217_MARKER: DB = BENCH MARK DISK
 QK0217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0217_SP_SET: RETAINING WALL
 QK0217_STAMPING: FOLEY 1972
 QK0217_MARK LOGO: NOS
 QK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0217+STABILITY: SURFACE MOTION
 QK0217
 QK0217  HISTORY     - Date     Condition        Report By
 QK0217  HISTORY     - 1972     MONUMENTED       NOS
 QK0217  HISTORY     - 1972     GOOD             USLS
 QK0217  HISTORY     - 1983     GOOD             NGS
 QK0217  HISTORY     - 19950602 GOOD             USPSQD
 QK0217  HISTORY     - 20010331 GOOD             NGS
 QK0217  HISTORY     - 20030606 GOOD             USPSQD
 QK0217  HISTORY     - 20060830 GOOD             USPSQD
 QK0217
 QK0217                          STATION DESCRIPTION
 QK0217
 QK0217'DESCRIBED BY US LAKE SURVEY 1972
 QK0217'3.5 MI N FROM ST IGNACE.
 QK0217'FOLEY IS IN MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON STATE
 QK0217'STREET FROM THE POST OFFICE AT ST. IGNACE TO THE INTERSECTION
 QK0217'WITH THE OLD MACKINAC TRAIL (CO. RD 412), THENCE 2.5 MILES
 QK0217'NORTHERLY ALONG THE OLD MACKINAC TRAIL TO BRIDGE OVER FOLEY
 QK0217'CREEK, 29 FEET SOUTHWEST OF CENTERLINE OF OLD MACKINAC TRAIL,
 QK0217'0.7 FOOT NORTHWEST OF SOUTHWEST FACE AND 0.5 FOOT NORTHEAST OF
 QK0217'SOUTHWEST FACE OF WESTERLY WINGWALL, ABOUT 5 FEET BELOW ROAD,
 QK0217'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 QK0217'THE CONCRETE WALL.
 QK0217
 QK0217                          STATION RECOVERY (1983)
 QK0217
 QK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 QK0217'(3.5 MI) NORTH ALONG STATE STREET AND INTERSTATE HIGHWAY 75 BUSINESS
 QK0217'FROM THE POST OFFICE IN ST. IGNACE, THENCE 3.70 KM (2.30 MI) NORTH
 QK0217'ALONG COUNTY ROAD H 63 AND OLD MACKINAC TRAIL TO THE BRIDGE OVER FOLEY
 QK0217'CREEK, SET IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE CULVERT,
 QK0217'8.83 METERS (29.0 FT) SOUTHWEST OF THE CENTERLINE OF OLD MACKINAC
 QK0217'TRAIL, 0.21 METERS (0.7 FT) SOUTHEAST OF THE NORTHEAST FACE OF THE
 QK0217'CULVERT, AND 0.15 METERS (0.5 FT) NORTHEAST OF THE SOUTHWEST FACE OF
 QK0217'THE WINGWALL.
 QK0217'THE MARK IS 1.5 M BELOW HIGHWAY.
 QK0217
 QK0217                          STATION RECOVERY (1995)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0217'RECOVERED IN GOOD CONDITION.
 QK0217
 QK0217                          STATION RECOVERY (2001)
 QK0217
 QK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0217
 QK0217                          STATION RECOVERY (2003)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0217'RECOVERED IN GOOD CONDITION.
 QK0217
 QK0217                          STATION RECOVERY (2006)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0075 ***********************************************************************
 NF0075  DESIGNATION -  FOR
 NF0075  PID         -  NF0075
 NF0075  STATE/COUNTY-  MI/INGHAM
 NF0075  COUNTRY     -  US
 NF0075  USGS QUAD   -  EAST LANSING (2017)
 NF0075
 NF0075                         *CURRENT SURVEY CONTROL
 NF0075  ______________________________________________________________________
 NF0075* NAD 83(1986) POSITION- 42 43 28.     (N) 084 28 42.     (W)   SCALED
 NF0075* NAVD 88 ORTHO HEIGHT -   257.95  (+/-2cm)      846.3   (feet) VERTCON3
 NF0075  ______________________________________________________________________
 NF0075  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 NF0075  VERT ORDER      -  ? (See Below)
 NF0075
 NF0075.The horizontal coordinates were scaled from a map and have
 NF0075.an estimated accuracy of +/- 6 seconds.
 NF0075
 NF0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0075
 NF0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0075.GEOID18 height accuracy estimate available here.
 NF0075
 NF0075.The vertical order pertains to the NGVD 29 superseded value.
 NF0075
 NF0075.Click photographs - Photos may exist for this station.
 NF0075
 NF0075;                    North         East    Units  Estimated Accuracy
 NF0075;SPC MI S     -   136,010.    3,990,860.      MT  (+/- 180 meters Scaled)
 NF0075
 NF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN064332(NAD 83)
 NF0075
 NF0075                          SUPERSEDED SURVEY CONTROL
 NF0075
 NF0075  NGVD 29 (??/??/92)  258.078  (m)          846.71   (f) ADJ UNCH       
 NF0075
 NF0075.Superseded values are not recommended for survey control.
 NF0075
 NF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0075.See file dsdata.pdf to determine how the superseded data were derived.
 NF0075
 NF0075_MARKER: Z = SEE DESCRIPTION
 NF0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0075_SP_SET: GAS PIPE
 NF0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0075
 NF0075  HISTORY     - Date     Condition        Report By
 NF0075  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0075  HISTORY     - 1940     POOR             CGS
 NF0075  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0075
 NF0075                          STATION DESCRIPTION
 NF0075
 NF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0075'AT EAST LANSING.
 NF0075'AT EAST LANSING, INGHAM COUNTY, AT MICHIGAN STATE COLLEGE, 6
 NF0075'FEET EAST OF THE EAST FENCE OF FORESTRY PLAT, AND 63 FEET EAST
 NF0075'OF THE CENTERLINE OF A SPUR TRACK OF THE PERE MARQUETTE RAILWAY.
 NF0075'THE TOP OF A 2-INCH GAS PIPE.  NOTE-- IT WAS REPORTED BY USGS
 NF0075'IN SEPTEMBER 1958 THAT THE PERE MARQUETTE RAILWAY HAD BEEN
 NF0075'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.  NOTE-- THIS MARK
 NF0075'IS NO LONGER RELIABLE AS A BENCH MARK.
 NF0075
 NF0075                          STATION RECOVERY (1978)
 NF0075
 NF0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1361 ***********************************************************************
 NE1361  DESIGNATION -  FORD
 NE1361  PID         -  NE1361
 NE1361  STATE/COUNTY-  MI/WAYNE
 NE1361  COUNTRY     -  US
 NE1361  USGS QUAD   -  DEARBORN (2017)
 NE1361
 NE1361                         *CURRENT SURVEY CONTROL
 NE1361  ______________________________________________________________________
 NE1361* NAD 83(1994) POSITION- 42 18 53.03832(N) 083 12 36.36713(W)   ADJUSTED
 NE1361* NAVD 88 ORTHO HEIGHT -   247.7   (meters)      813.    (feet) VERTCON3
 NE1361  ______________________________________________________________________
 NE1361  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 NE1361  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 NE1361  HORZ ORDER      -  FIRST
 NE1361
 NE1361.The horizontal coordinates were established by classical geodetic methods
 NE1361.and adjusted by the National Geodetic Survey in February 1997.
 NE1361
 NE1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1361
 NE1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1361.GEOID18 height accuracy estimate available here.
 NE1361
 NE1361.Click photographs - Photos may exist for this station.
 NE1361
 NE1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1361
 NE1361. The following values were computed from the NAD 83(1994) position.
 NE1361
 NE1361;                    North         East     Units Scale Factor Converg.
 NE1361;SPC MI S     -    91,153.836 4,095,341.445   MT  0.99995608   +0 47 13.5
 NE1361;SPC MI S     -   299,061.14 13,436,159.60   iFT  0.99995608   +0 47 13.5
 NE1361;UTM  17      - 4,687,087.059   317,865.016   MT  1.00000818   -1 29 17.7
 NE1361
 NE1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1361!SPC MI S     -   0.99996656  x   0.99995608  =   0.99992264
 NE1361!UTM  17      -   0.99996656  x   1.00000818  =   0.99997474
 NE1361
 NE1361:                Primary Azimuth Mark                     Grid Az
 NE1361:SPC MI S     -  SENIOR                                   170 38 39.8
 NE1361:UTM  17      -  SENIOR                                   172 55 11.0
 NE1361
 NE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1786587087(NAD 83)
 NE1361
 NE1361|---------------------------------------------------------------------|
 NE1361| PID    Reference Object                     Distance      Geod. Az  |
 NE1361|                                                           dddmmss.s |
 NE1361| NE1406 SENIOR                              APPROX.19.4 KM 1712553.3 |
 NE1361|---------------------------------------------------------------------|
 NE1361
 NE1361                          SUPERSEDED SURVEY CONTROL
 NE1361
 NE1361  NAD 83(1986)-  42 18 53.04601(N)    083 12 36.39636(W) AD(       ) 1
 NE1361  NAD 27      -  42 18 52.91120(N)    083 12 36.66053(W) AD(       ) 1
 NE1361  NGVD 29 (07/19/86)  247.8    (m)          813.     (f) VERT ANG       
 NE1361
 NE1361.Superseded values are not recommended for survey control.
 NE1361
 NE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1361.See file dsdata.pdf to determine how the superseded data were derived.
 NE1361
 NE1361_MARKER: DS = TRIANGULATION STATION DISK
 NE1361_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE1361_SP_SET: BUILDING ROOF
 NE1361_STAMPING: FORD 1957
 NE1361_MARK LOGO: CGS
 NE1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1361+STABILITY: POSITION/ELEVATION WELL
 NE1361
 NE1361  HISTORY     - Date     Condition        Report By
 NE1361  HISTORY     - 1957     MONUMENTED       CGS
 NE1361  HISTORY     - 1964     GOOD             CGS
 NE1361  HISTORY     - 1974     GOOD             NGS
 NE1361  HISTORY     - 1988     GOOD             USPSQD
 NE1361  HISTORY     - 19910826 GOOD             USPSQD
 NE1361
 NE1361                          STATION DESCRIPTION
 NE1361
 NE1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1361'THE STATION IS LOCATED IN THE CENTRAL SECTION OF DEARBORN, ON THE FORD
 NE1361'BUILDING, ON THE PROPERTY OF THE FORD MOTOR COMPANY.  IT IS ON THE
 NE1361'HIGHEST PART OF THE ROOF, 6.50 FT. NW OF THE SE CORNER, 14.20 FT. E OF
 NE1361'THE SW CORNER, 23.54 FT. SE OF THE NW CORNER, 19.90 FT. S OF THE NE
 NE1361'CORNER, 3.56 FT. N OF THE S EDGE OF THE ROOF, AND 5.48 FT. W OF THE E
 NE1361'EDGE OF THE ROOF.  (ALL MEASUREMENTS ARE FROM THE INSIDE OF THE LEDGE
 NE1361'AROUND THE EDGE OF THE ROOF.) THE DISK IS SET IN A DRILL HOLE IN THE
 NE1361'CONCRETE ROOF, ABOUT 3 IN. UNDER THE TAR AND GRAVEL SECTION OF THE
 NE1361'ROOF, AND INSIDE A GALVANIZED NIPPLE WITH A CAP THAT SCREWS ON THE TOP
 NE1361'FOR PROTECTION.  IT IS STAMPED FORD 1957.
 NE1361'
 NE1361'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF MICHIGAN AVENUE
 NE1361'(U.S. HIGHWAY 112) AND TELEGRAPH ROAD (U.S. HIGHWAY 24), IN THE E
 NE1361'SECTION OF DEARBORN, GO E ON MICHIGAN AVENUE FOR 3.0 MI. TO THE
 NE1361'OVERPASS INTERSECTION WITH SOUTHFIELD ROAD.  CONTINUE E ON MICHIGAN
 NE1361'AVENUE FOR 0.4 MI. TO A SIDE STREET LEFT. TURN LEFT AND GO N FOR 0.1
 NE1361'MI. TO THE BUILDING ON THE LEFT. THE ROOF CAN BE REACHED BY AN
 NE1361'ELEVATOR, WITH THE EXCEPTION OF THE LAST 2 FLOORS WHICH CAN BE
 NE1361'ASCENDED BY STAIRS.
 NE1361'
 NE1361'THERE IS NO SUITABLE PLACE FOR REFERENCE MARKS AS THE LEDGE AROUND THE
 NE1361'ROOF IS COVERED WITH METAL.
 NE1361'
 NE1361'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NE1361
 NE1361                          STATION RECOVERY (1964)
 NE1361
 NE1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1361'STATION WAS RECOVERED AND FOUND AS DESCRIBED AT THIS TIME.  THE
 NE1361'MEASUREMENT TO THE
 NE1361'REFERENCE POINTS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 NE1361
 NE1361                          STATION RECOVERY (1974)
 NE1361
 NE1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WAB)
 NE1361'STATION RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION AND
 NE1361'SUBSEQUENT RECOVERY ARE ADEQUATE AS WRITTEN.  ACCESS TO THE MARK IS
 NE1361'EXPEDITED BY PHONING THE CIVIL ENGINEERING OFFICE (MR. ALEXANDER
 NE1361'WOWK) AT 313 3224634.
 NE1361'
 NE1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NE1361'WEST OF DETROIT OUT MICHIGAN AVENUE.
 NE1361
 NE1361                          STATION RECOVERY (1988)
 NE1361
 NE1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1361'RECOVERED IN GOOD CONDITION.
 NE1361
 NE1361                          STATION RECOVERY (1991)
 NE1361
 NE1361'RECOVERY NOTE BY US POWER SQUADRON 1991 (LLM)
 NE1361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0218 ***********************************************************************
 QL0218  DESIGNATION -  FORD RIVER
 QL0218  PID         -  QL0218
 QL0218  STATE/COUNTY-  MI/DELTA
 QL0218  COUNTRY     -  US
 QL0218  USGS QUAD   -  ESCANABA (2017)
 QL0218
 QL0218                         *CURRENT SURVEY CONTROL
 QL0218  ______________________________________________________________________
 QL0218* NAD 83(1994) POSITION- 45 41 11.95980(N) 087 06 09.17221(W)   ADJUSTED
 QL0218* NAVD 88 ORTHO HEIGHT -   180.746 (meters)      593.00  (feet) ADJUSTED
 QL0218  ______________________________________________________________________
 QL0218  GEOID HEIGHT    -        -35.983 (meters)                     GEOID18
 QL0218  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QL0218  DYNAMIC HEIGHT  -        180.744 (meters)      592.99  (feet) COMP
 QL0218  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 QL0218
 QL0218  HORZ ORDER      -  FIRST
 QL0218  VERT ORDER      -  FIRST     CLASS 0
 QL0218
 QL0218.The horizontal coordinates were established by classical geodetic methods
 QL0218.and adjusted by the National Geodetic Survey in February 1997.
 QL0218
 QL0218.The orthometric height was determined by differential leveling and
 QL0218.adjusted by the NATIONAL GEODETIC SURVEY
 QL0218.in June 1991.
 QL0218
 QL0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0218.GEOID18 height accuracy estimate available here.
 QL0218
 QL0218.Click photographs - Photos may exist for this station.
 QL0218
 QL0218.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0218
 QL0218.The dynamic height is computed by dividing the NAVD 88
 QL0218.geopotential number by the normal gravity value computed on the
 QL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0218.degrees latitude (g = 980.6199 gals.).
 QL0218
 QL0218.The modeled gravity was interpolated from observed gravity values.
 QL0218
 QL0218. The following values were computed from the NAD 83(1994) position.
 QL0218
 QL0218;                    North         East     Units Scale Factor Converg.
 QL0218;SPC MI N     -   100,405.083 7,992,011.931   MT  0.99995704   -0 04 26.8
 QL0218;SPC MI N     -   329,413.00 26,220,511.58   iFT  0.99995704   -0 04 26.8
 QL0218;UTM  16      - 5,059,238.841   492,014.781   MT  0.99960078   -0 04 24.2
 QL0218
 QL0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0218!SPC MI N     -   0.99997731  x   0.99995704  =   0.99993435
 QL0218!UTM  16      -   0.99997731  x   0.99960078  =   0.99957809
 QL0218
 QL0218:                Primary Azimuth Mark                     Grid Az
 QL0218:SPC MI N     -  FORD RIVER AZ MK                         023 18 50.6
 QL0218:UTM  16      -  FORD RIVER AZ MK                         023 18 48.0
 QL0218
 QL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9201459238(NAD 83)
 QL0218
 QL0218|---------------------------------------------------------------------|
 QL0218| PID    Reference Object                     Distance      Geod. Az  |
 QL0218|                                                           dddmmss.s |
 QL0218| CJ4962 FORD RIVER AZ MK                                   0231423.8 |
 QL0218| CJ4963 FORD RIVER REF POST N                              0383852.9 |
 QL0218| QL0220 FORD RIVER RM 1                      29.750 METERS 17508     |
 QL0218| QL0219 FORD RIVER RM 2                      30.858 METERS 31612     |
 QL0218|---------------------------------------------------------------------|
 QL0218
 QL0218                          SUPERSEDED SURVEY CONTROL
 QL0218
 QL0218  NAD 83(1986)-  45 41 11.95818(N)    087 06 09.17084(W) AD(       ) 1
 QL0218  NAD 27      -  45 41 12.06200(N)    087 06 08.69100(W) AD(       ) 1
 QL0218  USSD        -  45 41 12.32100(N)    087 06 08.44500(W) AD(       ) 3
 QL0218  NGVD 29 (??/??/92)  180.77   (m)          593.1    (f) COMPUTED    1 0
 QL0218
 QL0218.Superseded values are not recommended for survey control.
 QL0218
 QL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0218.See file dsdata.pdf to determine how the superseded data were derived.
 QL0218
 QL0218_MARKER: DD = SURVEY DISK
 QL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0218_STAMPING: FORD RIVER 1874
 QL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0218+STABILITY: SURFACE MOTION
 QL0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0218+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0218
 QL0218  HISTORY     - Date     Condition        Report By
 QL0218  HISTORY     - 1874     MONUMENTED       USLS
 QL0218  HISTORY     - 1929     GOOD             CGS
 QL0218  HISTORY     - 1954     GOOD             CGS
 QL0218  HISTORY     - 1955     GOOD             USLS
 QL0218  HISTORY     - 1972     GOOD             NGS
 QL0218  HISTORY     - 1972     GOOD             NGS
 QL0218  HISTORY     - 1980     GOOD             NGS
 QL0218  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0218  HISTORY     - 20050615 GOOD             MIDT
 QL0218
 QL0218                          STATION DESCRIPTION
 QL0218
 QL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RLP)
 QL0218'ABOUT 5 MILES SOUTHWEST OF ESCANABA LIGHTHOUSE, 2 MILES NORTHEAST OF
 QL0218'MOUTH OF FORD RIVER, ABOUT 175 FEET BACK FROM BAY SHORE, 60 PACES WEST
 QL0218'OF WEST RIM OF OLD WATER-FILLED QUARRY PIT, ON TOP OF SMALL RIDGE
 QL0218'WHICH MAKES OFF TO WESTWARD FROM PIT, ABOUT 4 FEET HIGHER THAN GENERAL
 QL0218'GROUND LEVEL, AND ON LAND OWNED BY COLEMAN NEE OF ESCANABA (IN 1929
 QL0218'GENERALLY USED AS PICNIC GROUNDS).
 QL0218'
 QL0218'MARKED BY CROSS CUT IN SOLID ROCK ABOUT 3 FEET BELOW SURFACE OF
 QL0218'GROUND.  OVER MARK IS STONE POST, ORIGINALLY SQUARE WITH DRILL HOLE IN
 QL0218'CENTER AND SET WITH TOP FLUSH WITH GROUND.  EDGES OF POST HAVE WORN
 QL0218'AWAY SO THAT TOP NOW RESEMBLES SURFACE STONE AND MAY BE MISTAKEN FOR
 QL0218'ONE.  TWO REFERENCE STONES WERE SET, ONE APPROXIMATELY 55.1 FEET
 QL0218'NORTH, AND ONE APPROXIMATELY 64.5 FEET WEST OF STATION.  REFERENCE
 QL0218'MARKS WERE NOT REPORTED WHEN STATION WAS RECOVERED IN 1929.  LARGE
 QL0218'BOULDER, ABOUT 5 FEET IN DIAMETER, MARKED WITH DRILL HOLE AND LETTERS
 QL0218'U.S. IS 6.157 METERS (20.20 FEET) SOUTH OF STATION.  WITNESS MARKS
 QL0218'(1929) ARE- 24-INCH WALNUT TREE, WITH SPIKE IN CENTER OF TRIANGULAR
 QL0218'BLAZE, 14.68 METERS (48.2 FEET) NORTH, 12-INCH CEDAR TREE, WITH SPIKE
 QL0218'IN CENTER OF TRIANGULAR BLAZE, ON SAME RIDGE AS STATION, IN CLUMP OF
 QL0218'CEDAR TREES, 13.15 METERS (43.1 FEET) EAST OF STATION.  DELTA COUNTY,
 QL0218'SE. CORNER OF SEC. 12. T. 42 N., R. 19 W. IS 435.5 FEET FROM STATION
 QL0218'ON BEARING N. 79 DEG 29 MIN E.
 QL0218
 QL0218                          STATION RECOVERY (1954)
 QL0218
 QL0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0218'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1929 DESCRIPTION.  DUE
 QL0218'TO LOCAL CHANGES A NEW DESCRIPTION AS FOLLOWS.  TWO REFERENCE MARKS
 QL0218'AND A AZIMUTH MARK WAS SET.
 QL0218'
 QL0218'THE STATION IS LOCATED ABOUT 21 MILES EAST OF POWERS AND 4 MILES
 QL0218'SOUTH-SOUTHWEST OF ESCANABA.  IT IS 48 FEET SOUTH OF A 1I INCH WALNUT
 QL0218'TREE, 61 FEET EAST OF A TRACK ROAD AND 20 FEET NORTH OF A LARGE
 QL0218'BOULDER WHICH IS 4 FEET IN DIAMETER, MARKED WITH A DRILL HOLE AND
 QL0218'LETTERS U.S. CHISELED IN THE APPROXIMATE CENTER OF THE ROCK.  THE MARK
 QL0218'IS A 6 BY 6 INCH ROCK POST, PROJECTS 6 INCHES AND A U.S. LAKE SURVEY
 QL0218'DISK SET IN THE APPROXIMATE CENTER STAMPED FORD RIVER 1874.
 QL0218'
 QL0218'REFERENCE MARK NO 1 IS 120 FEET NORTH OF THE SHORE-LINE OF LAKE
 QL0218'MICHIGAN.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FORD
 QL0218'RIVER U.S.L.S. NO 1 1954.  NOTE 11A.
 QL0218'
 QL0218'REFERENCE MARK NO 2 IS 10 FEET EAST OF A TRACK ROAD.  THE MARK
 QL0218'PROJECTS 6 INCHES AND THE DISK IS STAMPED FORD RIVER U.S.L.S. NO 2
 QL0218'1954.  NOTE 11A.
 QL0218'
 QL0218'AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0218'HIGHWAY M 35, 26 FEET WEST OF THE WEST SIDE OF A HOUSE AND 5 FEET
 QL0218'NORTH OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QL0218'STAMPED FORD RIVER U.S.L.S. 1954.  NOTE 16A.
 QL0218'
 QL0218'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND 41 AND STATE HIGHWAY M
 QL0218'35 AT THE WEST EDGE OF ESCANABA, GO SOUTH ON STATE HIGHWAY M 35 FOR
 QL0218'4.3 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON STATE
 QL0218'HIGHWAY M 35 FOR 0.25 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT
 QL0218'(EAST) FOR 0.05 MILE AND THE STATION ON THE LEFT AS DESCRIBED.
 QL0218'
 QL0218'NOTE-THE AZIMUTH MARK IS NOT VISIBLE.
 QL0218
 QL0218                          STATION RECOVERY (1955)
 QL0218
 QL0218'RECOVERY NOTE BY US LAKE SURVEY 1955 (KHF)
 QL0218'STATION RECOVERED AS DESCRIBED, ALONG WITH REFERENCE MARKS.
 QL0218
 QL0218                          STATION RECOVERY (1972)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0218'THE STATION, RM 1 AND 2 WERE RECOVERED AND IN GOOD CONDITION.  THE
 QL0218'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 QL0218'
 QL0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.6 MILES SOUTHWEST
 QL0218'OF ESCANABA, MICH.
 QL0218
 QL0218                          STATION RECOVERY (1972)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0218'4.6 MI SW FROM ESCANABA.  ABOUT 4.6 MILES SOUTHWEST ALONG STATE
 QL0218'HIGHWAY M 35 FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 41 AT ESCANABA,
 QL0218'ABOUT 0.05 MILE SOUTHEAST ALONG A NARROW WOODS ROAD FROM THE HIGHWAY,
 QL0218'ON THE TOP OF A SMALL KNOLL, AT A SMALL CLEARING, NEAR THE SOUTH EDGE
 QL0218'OF A SMALL CLUP OF CEDAR TREES, 58 FEET NORTHEAST OF THE CENTER LINE
 QL0218'OF THE WOODS ROAD, 9 FEET SOUTHWEST OF A CEDAR TREE, 1.1 FEET
 QL0218'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A STONE POST THAT
 QL0218'PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 14, T38N,
 QL0218'R23W.
 QL0218
 QL0218                          STATION RECOVERY (1980)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QL0218'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QL0218'
 QL0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 QL0218'ESCANABA, MICHIGAN.
 QL0218
 QL0218                          STATION RECOVERY (1981)
 QL0218
 QL0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0218'MARK NOT FOUND.
 QL0218
 QL0218                          STATION RECOVERY (2005)
 QL0218
 QL0218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0218'NEW DESCRIPTION AS FOLLOWS ABOUT 4.6 MILES SOUTHWEST ALONG STATE
 QL0218'HIGHWAY M-35 FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA,
 QL0218'LEFT OF HIGHWAY, 266 FEET SOUTH OF CENTERLINE OF HIGHWAY.  TURN LEFT
 QL0218'ONTO DRIVEWAY OF FIRE NUMBER E5241 CONTINUE TO CINDER BLOCK GARAGE,
 QL0218'MARK IS 76 FEET NORTHEAST OF NORTHEAST CORNER OF FOUNDATION OF GARAGE,
 QL0218'70' SOUTHWEST OF CONCRETE SIDEWALK TO HOUSE E5255, 100 FEET EAST OF
 QL0218'FORD RIVER RM 2, 98 FEET NORTH OF FORD RIVER RM 1, 20 FEET NORTH OF
 QL0218'BOULDER CHISELED U.S. IN TOP CENTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0220 ***********************************************************************
 QL0220  DESIGNATION -  FORD RIVER RM 1
 QL0220  PID         -  QL0220
 QL0220  STATE/COUNTY-  MI/DELTA
 QL0220  COUNTRY     -  US
 QL0220  USGS QUAD   -  ESCANABA (2017)
 QL0220
 QL0220                         *CURRENT SURVEY CONTROL
 QL0220  ______________________________________________________________________
 QL0220* NAD 83(1986) POSITION- 45 41 11.00   (N) 087 06 09.06   (W)   HD_HELD1
 QL0220* NAVD 88 ORTHO HEIGHT -   179.615 (meters)      589.29  (feet) ADJUSTED
 QL0220  ______________________________________________________________________
 QL0220  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 QL0220  DYNAMIC HEIGHT  -        179.613 (meters)      589.28  (feet) COMP
 QL0220  MODELED GRAVITY -    980,602.9   (mgal)                       NAVD 88
 QL0220
 QL0220  VERT ORDER      -  FIRST     CLASS 0
 QL0220
 QL0220.The horizontal coordinates were determined by differentially corrected
 QL0220.hand held GPS observations or other comparable positioning techniques
 QL0220.and have an estimated accuracy of +/- 3 meters.
 QL0220
 QL0220.The orthometric height was determined by differential leveling and
 QL0220.adjusted by the NATIONAL GEODETIC SURVEY
 QL0220.in June 1991.
 QL0220
 QL0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0220.GEOID18 height accuracy estimate available here.
 QL0220
 QL0220.Click photographs - Photos may exist for this station.
 QL0220
 QL0220.The dynamic height is computed by dividing the NAVD 88
 QL0220.geopotential number by the normal gravity value computed on the
 QL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0220.degrees latitude (g = 980.6199 gals.).
 QL0220
 QL0220.The modeled gravity was interpolated from observed gravity values.
 QL0220
 QL0220;                    North         East    Units  Estimated Accuracy
 QL0220;SPC MI N     -   100,375.4   7,992,014.3     MT  (+/- 3 meters HH1 GPS) 
 QL0220
 QL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9201759209(NAD 83)
 QL0220
 QL0220                          SUPERSEDED SURVEY CONTROL
 QL0220
 QL0220.No superseded survey control is available for this station.
 QL0220
 QL0220_MARKER: DR = REFERENCE MARK DISK
 QL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0220_STAMPING: FORD RIVER USLS 1954
 QL0220_MARK LOGO: CGS
 QL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0220+STABILITY: SURFACE MOTION
 QL0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0220+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0220
 QL0220  HISTORY     - Date     Condition        Report By
 QL0220  HISTORY     - 1954     MONUMENTED       CGS
 QL0220  HISTORY     - 1972     GOOD             NGS
 QL0220  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0220  HISTORY     - 20050615 GOOD             MIDT
 QL0220
 QL0220                          STATION DESCRIPTION
 QL0220
 QL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0220'4.6 MI SW FROM ESCANABA.
 QL0220'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0220'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 40 YARDS
 QL0220'NORTH ALONG A TRACK ROAD FROM THE BEACH OF GREEN BAY, AT A Y
 QL0220'JUNCTION IN ROADS, 97.6 FEET SOUTH OF THE STATION MARK DESCRIBED,
 QL0220'5 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO BEACH,
 QL0220'6 FEET WEST OF A CROOKED SCRUB CEDAR TREE, 4 FEET BELOW THE
 QL0220'STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0220'3 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 14, T38N, R23W.
 QL0220
 QL0220                          STATION RECOVERY (1981)
 QL0220
 QL0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0220'MARK NOT FOUND.
 QL0220
 QL0220                          STATION RECOVERY (2005)
 QL0220
 QL0220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0220'NEW DESCRIPTION AS FOLLOWS
 QL0220'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION
 QL0220'OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, LEFT OF HIGHWAY, 364 FEET SOUTH
 QL0220'OF CENTERLINE OF HIGHWAY.  TURN LEFT ONTO DRIVEWAY OF FIRE NUMBER
 QL0220'E5241 CONTINUE TO CINDER BLOCK GARAGE, MARK IS 97.5 FEET EAST OF
 QL0220'SOUTHEAST CORNER OF FOUNDATION OF GARAGE, 98' SOUTH OF FORD RIVER
 QL0220'BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0219 ***********************************************************************
 QL0219  DESIGNATION -  FORD RIVER RM 2
 QL0219  PID         -  QL0219
 QL0219  STATE/COUNTY-  MI/DELTA
 QL0219  COUNTRY     -  US
 QL0219  USGS QUAD   -  ESCANABA (2017)
 QL0219
 QL0219                         *CURRENT SURVEY CONTROL
 QL0219  ______________________________________________________________________
 QL0219* NAD 83(1986) POSITION- 45 41 12.68   (N) 087 06 10.16   (W)   HD_HELD1
 QL0219* NAVD 88 ORTHO HEIGHT -   181.549 (meters)      595.63  (feet) ADJUSTED
 QL0219  ______________________________________________________________________
 QL0219  GEOID HEIGHT    -        -35.981 (meters)                     GEOID18
 QL0219  DYNAMIC HEIGHT  -        181.547 (meters)      595.63  (feet) COMP
 QL0219  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 QL0219
 QL0219  VERT ORDER      -  FIRST     CLASS 0
 QL0219
 QL0219.The horizontal coordinates were determined by differentially corrected
 QL0219.hand held GPS observations or other comparable positioning techniques
 QL0219.and have an estimated accuracy of +/- 3 meters.
 QL0219
 QL0219.The orthometric height was determined by differential leveling and
 QL0219.adjusted by the NATIONAL GEODETIC SURVEY
 QL0219.in June 1991.
 QL0219
 QL0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0219.GEOID18 height accuracy estimate available here.
 QL0219
 QL0219.Click photographs - Photos may exist for this station.
 QL0219
 QL0219.The dynamic height is computed by dividing the NAVD 88
 QL0219.geopotential number by the normal gravity value computed on the
 QL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0219.degrees latitude (g = 980.6199 gals.).
 QL0219
 QL0219.The modeled gravity was interpolated from observed gravity values.
 QL0219
 QL0219;                    North         East    Units  Estimated Accuracy
 QL0219;SPC MI N     -   100,427.3   7,991,990.6     MT  (+/- 3 meters HH1 GPS) 
 QL0219
 QL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9199359261(NAD 83)
 QL0219
 QL0219                          SUPERSEDED SURVEY CONTROL
 QL0219
 QL0219  NGVD 29 (??/??/92)  181.57   (m)          595.7    (f) COMPUTED    1 0
 QL0219
 QL0219.Superseded values are not recommended for survey control.
 QL0219
 QL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0219.See file dsdata.pdf to determine how the superseded data were derived.
 QL0219
 QL0219_MARKER: DR = REFERENCE MARK DISK
 QL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0219_STAMPING: FORD RIVER USLS NO 2 1954
 QL0219_MARK LOGO: CGS
 QL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0219+STABILITY: SURFACE MOTION
 QL0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0219+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0219
 QL0219  HISTORY     - Date     Condition        Report By
 QL0219  HISTORY     - 1954     MONUMENTED       CGS
 QL0219  HISTORY     - 1972     GOOD             NGS
 QL0219  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0219  HISTORY     - 20050615 GOOD             MIDT
 QL0219
 QL0219                          STATION DESCRIPTION
 QL0219
 QL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0219'4.6 MI SW FROM ESCANABA.
 QL0219'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0219'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 50 YARDS
 QL0219'SOUTHEAST OF THE HIGHWAY, 101.2 FEET WEST OF THE STATION MARK
 QL0219'DESCRIBED, AT THE WEST CORNER OF A SMALL CLEARING, 7 FEET
 QL0219'NORTHEAST OF THE CENTER LINE OF A WOODS ROAD, ABOUT LEVEL WITH
 QL0219'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0219'3 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 14, T38N, R23W.
 QL0219
 QL0219                          STATION RECOVERY (1981)
 QL0219
 QL0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0219'MARK NOT FOUND.
 QL0219
 QL0219                          STATION RECOVERY (2005)
 QL0219
 QL0219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0219'NEW DESCRIPTION AS FOLLOWS
 QL0219'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION
 QL0219'OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, LEFT OF HIGHWAY, 177 FEET SOUTH
 QL0219'OF CENTERLINE OF HIGHWAY.  TURN LEFT ONTO DRIVEWAY OF FIRE NUMBER
 QL0219'E5241 CONTINUE TO CINDER BLOCK GARAGE, MARK IS 78 FEET WEST OF
 QL0219'NORTHEAST CORNER OF FOUNDATION OF GARAGE, 100' WEST OF FORD RIVER
 QL0219'BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1165 ***********************************************************************
 RJ1165  DESIGNATION -  FORDNEY
 RJ1165  PID         -  RJ1165
 RJ1165  STATE/COUNTY-  MI/LUCE
 RJ1165  COUNTRY     -  US
 RJ1165  USGS QUAD   -  BETSY LAKE SW (2017)
 RJ1165
 RJ1165                         *CURRENT SURVEY CONTROL
 RJ1165  ______________________________________________________________________
 RJ1165* NAD 83(1994) POSITION- 46 30 56.75660(N) 085 23 21.47148(W)   ADJUSTED
 RJ1165* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 RJ1165  ______________________________________________________________________
 RJ1165  GEOID HEIGHT    -        -35.902 (meters)                     GEOID18
 RJ1165  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 RJ1165  HORZ ORDER      -  FIRST
 RJ1165
 RJ1165.The horizontal coordinates were established by classical geodetic methods
 RJ1165.and adjusted by the National Geodetic Survey in February 1997.
 RJ1165
 RJ1165.The orthometric height was scaled from a topographic map.
 RJ1165
 RJ1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1165.GEOID18 height accuracy estimate available here.
 RJ1165
 RJ1165.Click photographs - Photos may exist for this station.
 RJ1165
 RJ1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1165
 RJ1165. The following values were computed from the NAD 83(1994) position.
 RJ1165
 RJ1165;                    North         East     Units Scale Factor Converg.
 RJ1165;SPC MI N     -   193,806.194 8,123,586.432   MT  0.99991091   +1 09 51.1
 RJ1165;SPC MI N     -   635,847.09 26,652,186.46   iFT  0.99991091   +1 09 51.1
 RJ1165;UTM  16      - 5,152,615.448   623,555.668   MT  0.99978765   +1 10 07.7
 RJ1165
 RJ1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1165!SPC MI N     -   0.99996157  x   0.99991091  =   0.99987249
 RJ1165!UTM  16      -   0.99996157  x   0.99978765  =   0.99974923
 RJ1165
 RJ1165:                Primary Azimuth Mark                     Grid Az
 RJ1165:SPC MI N     -  NEWBERRY                                 204 00 56.9
 RJ1165:UTM  16      -  NEWBERRY                                 204 00 40.3
 RJ1165
 RJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2355552615(NAD 83)
 RJ1165
 RJ1165|---------------------------------------------------------------------|
 RJ1165| PID    Reference Object                     Distance      Geod. Az  |
 RJ1165|                                                           dddmmss.s |
 RJ1165| CH1147 FORDNEY RM 1                         20.044 METERS 01039     |
 RJ1165| CH1148 FORDNEY RM 2                         28.220 METERS 10528     |
 RJ1165| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.22.5 KM 2022749.8 |
 RJ1165| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.22.6 KM 2024416.7 |
 RJ1165| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.23.0 KM 2035433.3 |
 RJ1165| RJ0483 NEWBERRY                            APPROX.22.1 KM 2051048.0 |
 RJ1165| RJ1207 NEWBERRY LOOKOUT TOWER              APPROX.22.7 KM 2055742.8 |
 RJ1165|---------------------------------------------------------------------|
 RJ1165
 RJ1165                          SUPERSEDED SURVEY CONTROL
 RJ1165
 RJ1165  NAD 83(1986)-  46 30 56.75040(N)    085 23 21.46864(W) AD(       ) 1
 RJ1165  NAD 27      -  46 30 56.72316(N)    085 23 21.05129(W) AD(       ) 1
 RJ1165
 RJ1165.Superseded values are not recommended for survey control.
 RJ1165
 RJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1165.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1165
 RJ1165_MARKER: B = BOLT
 RJ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1165+STABILITY: SURFACE MOTION
 RJ1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1165+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2008
 RJ1165
 RJ1165  HISTORY     - Date     Condition        Report By
 RJ1165  HISTORY     - 1921     MONUMENTED       USLS
 RJ1165  HISTORY     - 1949     GOOD             USLS
 RJ1165  HISTORY     - 1961     GOOD             CGS
 RJ1165  HISTORY     - 1965     GOOD             CGS
 RJ1165  HISTORY     - 20080901 GOOD             GEOCAC
 RJ1165
 RJ1165                          STATION DESCRIPTION
 RJ1165
 RJ1165'DESCRIBED BY US LAKE SURVEY 1921
 RJ1165'IN N 1/2 SEC. 35, T. 48 N., R. 9 W., SLIGHTLY LESS THAN 1/2 MILE N.
 RJ1165'30 DEG E. FROM FORDNEYS HUNTING CAMP ON OLD RAILROAD GRADE, AND 205
 RJ1165'FEET EAST OF ROAD LEADING NORTH FROM CAMP.  MARKED BY DOUBLE CONCRETE
 RJ1165'MONUMENT MARKED U. S. L. S. 1921.  UPPER MONUMENT PROJECTS 3 INCHES
 RJ1165'ABOVE GROUND.
 RJ1165
 RJ1165                          STATION RECOVERY (1949)
 RJ1165
 RJ1165'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1165'STATION RECOVERED IN GOOD CONDITION.  LOCATED 13 MI. N OF NEWBERRY, 30
 RJ1165'FT.  N OF THE ROAD TO THE FIRE TOWER, AND ON THE FIRST RIDGE ALONG THE
 RJ1165'ROAD.  MARKED BY A 12-IN. CONCRETE POST WITH A 3/4-IN. CARRIAGE BOLT
 RJ1165'ON TOP, 3 IN. ABOVE GROUND, AND MARKED USLS 1921.
 RJ1165'
 RJ1165'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 4 AND 4-1/2 FT. LONG.
 RJ1165'
 RJ1165'REFERENCE MONUMENT 1 IS JUST S OF THE PATH ALONG THE RIDGE, BEARS N 12
 RJ1165'DEG 37 MIN E, 65.67 FT. FROM THE STATION.
 RJ1165'
 RJ1165'REFERENCE MONUMENT 2 IS AT THE EDGE OF THE TREES ON THE E SIDE OF THE
 RJ1165'ROAD ON A CURVE NEAR THE TOP OF THE RIDGE, BEARS S 72 DEG 38 MIN E,
 RJ1165'92.58 FT.  FROM THE STATION.
 RJ1165'
 RJ1165'TO REACH THE STATION FROM THE D.S.S. AND A. CROSSING AT NEWBERRY, GO
 RJ1165'4.4 MI ON M-48 TO FOUR MILE CORNER, TAKE COUNTY ROAD 443 FOR 8.6 MI. N
 RJ1165'TO A DIRT ROAD, TURN RIGHT FOR 0.9 MILE TO A FORK, BEAR LEFT FOR 0.65
 RJ1165'MILE TO A FORK, BEAR RIGHT FOR 0.45 MILE TO FORDNEY CAMP, TURN LEFT ON
 RJ1165'A ROAD TO A FIRE TOWER FOR 0.4 MI.  TO REFERENCE MONUMENT 2.  FORDNEY
 RJ1165'FIRE TOWER BEARS NW 0.6 MI.
 RJ1165
 RJ1165                          STATION RECOVERY (1961)
 RJ1165
 RJ1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 RJ1165'THIS STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED, AND
 RJ1165'BOTH WERE FOUND TO BE IN GOOD CONDITION.
 RJ1165
 RJ1165                          STATION RECOVERY (1965)
 RJ1165
 RJ1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1165'THE STATION AND REFERENCE MARKS, 1 AND 2 WERE RECOVERED AND FOUND IN
 RJ1165'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE
 RJ1165'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .09 OF A FOOT LONGER THAN
 RJ1165'THE PREVIOUS MEASUREMENT.
 RJ1165'
 RJ1165'A NEW DESCRIPTION FOLLOWS-
 RJ1165'
 RJ1165'STATION IS ABOUT 12 MILES NORTH-NORTHEAST OF NEWBERRY, IN A HEAVILY
 RJ1165'WOODED AREA AND ON PROPERTY OF THE MICHIGAN POLE AND TIE COMPANY.
 RJ1165'
 RJ1165'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT IN
 RJ1165'NEWBERRY, GO NORTH ON STATE HIGHWAY 123 FOR 4.3 MILES TO A PAVED SIDE
 RJ1165'ROAD LEFT.  CONTINUE NORTHEAST ON HIGHWAY 123 FOR 8.5 MILES TO A SIDE
 RJ1165'ROAD RIGHT (FORDNEY TOWER ROAD)   TURN RIGHT AND GO EAST ON A SAND
 RJ1165'ROAD FOR 0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON A
 RJ1165'TRACK ROAD FOR 1.1 MILES TO A FORK JUST BEFORE REACHING A LOG CABIN.
 RJ1165'TAKE THE LEFT FORK AND GO NORTHEAST ABOUT 125 FEET TO A FORK.  TAKE
 RJ1165'THE LEFT FORK AND GO NORTHERLY ON A TRACK ROAD FOR 0.35 MILE TO THE
 RJ1165'STATION ON THE LEFT.
 RJ1165'
 RJ1165'STATION MARK IS A CARRIAGE BOLT WITH A PUNCH HOLE IN THE CENTER SET IN
 RJ1165'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  THE
 RJ1165'LEGEND USLS 1921 IS INSCRIBED ON THE TOP OF THE MONUMENT.  IT IS 1
 RJ1165'FOOT EAST OF A METAL WITNESS POST, 15 FEET EAST OF A 10 INCH MAPLE
 RJ1165'TREE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE, 40 FEET SOUTHWEST OF A
 RJ1165'12 INCH BEECH TREE AND 79 FEET NORTHWEST OF THE CENTER OF A TRACK
 RJ1165'ROAD.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 RJ1165'
 RJ1165'REFERENCE MARK NO. 1, A U.S. ARMY CORPS OF ENGINEERS REFERENCE MARK
 RJ1165'DISK STAMPED FORDNEY NO 11921 65.67 (FEET)  IS SET IN A ROUND CONCRETE
 RJ1165'MONUMENT 6 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES.  IT IS 24 FEET
 RJ1165'WEST OF AN 18 INCH BEECH TREE, 30 FEET NORTH OF A 12 INCH BEECH TREE
 RJ1165'AND 13.5 FEET SOUTHEAST OF A 12 INCH BEECH TREE.
 RJ1165'
 RJ1165'REFERENCE MARK NO. 2, U.S. ARMY CORPS OF ENGINEERS REFERENCE MARK DISK
 RJ1165'STAMPED FORDNEY NO 2 1921 92.58 (FEET)  IS SET IN A ROUND CONCRETE
 RJ1165'MONUMENT 6 INCHES IN DIAMETER WHICH PROJECTS 10 INCHES.  IT IS 1 FOOT
 RJ1165'SOUTH OF A METAL WITNESS POST, 11 FEET WEST OF 10 INCH BEECH TREE WITH
 RJ1165'A TRIANGULAR BLAZE AND 13 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 RJ1165'
 RJ1165'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1165'
 RJ1165'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RJ1165
 RJ1165                          STATION RECOVERY (2008)
 RJ1165
 RJ1165'RECOVERY NOTE BY GEOCACHING 2008 (DEC)
 RJ1165'FOUND NEAR SOME RECENT LOGGING, DID NOT LOOK FOR EITHER REFERENCE
 RJ1165'POINTS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0666 ***********************************************************************
 RK0666  DESIGNATION -  FOREST LAKE
 RK0666  PID         -  RK0666
 RK0666  STATE/COUNTY-  MI/ALGER
 RK0666  COUNTRY     -  US
 RK0666  USGS QUAD   -  FOREST LAKE (2017)
 RK0666
 RK0666                         *CURRENT SURVEY CONTROL
 RK0666  ______________________________________________________________________
 RK0666* NAD 83(1994) POSITION- 46 19 16.34073(N) 086 50 35.48838(W)   ADJUSTED
 RK0666* NAVD 88 ORTHO HEIGHT -   314.5   (meters)     1032.    (feet) VERTCON3
 RK0666  ______________________________________________________________________
 RK0666  GEOID HEIGHT    -        -35.033 (meters)                     GEOID18
 RK0666  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 RK0666  HORZ ORDER      -  FIRST
 RK0666
 RK0666.The horizontal coordinates were established by classical geodetic methods
 RK0666.and adjusted by the National Geodetic Survey in February 1997.
 RK0666
 RK0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0666
 RK0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0666.GEOID18 height accuracy estimate available here.
 RK0666
 RK0666.Click photographs - Photos may exist for this station.
 RK0666
 RK0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0666
 RK0666. The following values were computed from the NAD 83(1994) position.
 RK0666
 RK0666;                    North         East     Units Scale Factor Converg.
 RK0666;SPC MI N     -   170,937.356 8,012,075.267   MT  0.99990303   +0 06 48.0
 RK0666;SPC MI N     -   560,818.10 26,286,336.18   iFT  0.99990303   +0 06 48.0
 RK0666;UTM  16      - 5,129,748.609   512,071.615   MT  0.99960179   +0 06 48.3
 RK0666
 RK0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0666!SPC MI N     -   0.99995619  x   0.99990303  =   0.99985922
 RK0666!UTM  16      -   0.99995619  x   0.99960179  =   0.99955799
 RK0666
 RK0666:                Primary Azimuth Mark                     Grid Az
 RK0666:SPC MI N     -  RUMELY                                   279 17 16.0
 RK0666:UTM  16      -  RUMELY                                   279 17 15.7
 RK0666
 RK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1207129748(NAD 83)
 RK0666
 RK0666|---------------------------------------------------------------------|
 RK0666| PID    Reference Object                     Distance      Geod. Az  |
 RK0666|                                                           dddmmss.s |
 RK0666| RK0667 TT 7 T                               19.929 METERS 02430     |
 RK0666| RK0639 WETMORE LOOKOUT TOWER               APPROX.18.1 KM 0741915.1 |
 RK0666| CH1150 FOREST LAKE RM 1                     19.040 METERS 24139     |
 RK0666| RK0498 RUMELY                              APPROX.16.4 KM 2792404.0 |
 RK0666| RK0670 CHATHAM MUN TANK                    APPROX. 6.9 KM 2913322.2 |
 RK0666| RK0673 JOHNSON LOOKOUT TOWER               APPROX.15.0 KM 3213008.6 |
 RK0666| CH1149 FOREST LAKE AZ MK                                  3300207.4 |
 RK0666|---------------------------------------------------------------------|
 RK0666
 RK0666                          SUPERSEDED SURVEY CONTROL
 RK0666
 RK0666  NAD 83(1986)-  46 19 16.33573(N)    086 50 35.48610(W) AD(       ) 1
 RK0666  NAD 27      -  46 19 16.52400(N)    086 50 34.93700(W) AD(       ) 1
 RK0666  NGVD 29 (07/19/86)  314.5    (m)         1032.     (f) VERT ANG       
 RK0666
 RK0666.Superseded values are not recommended for survey control.
 RK0666
 RK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0666.See file dsdata.pdf to determine how the superseded data were derived.
 RK0666
 RK0666_MARKER: DS = TRIANGULATION STATION DISK
 RK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0666_STAMPING: FOREST LAKE 1955
 RK0666_MARK LOGO: CGS
 RK0666_PROJECTION: PROJECTING 3 CENTIMETERS
 RK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0666+STABILITY: SURFACE MOTION
 RK0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0666+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2025
 RK0666
 RK0666  HISTORY     - Date     Condition        Report By
 RK0666  HISTORY     - 1955     MONUMENTED       CGS
 RK0666  HISTORY     - 1975     GOOD             NGS
 RK0666  HISTORY     - 20250530 GOOD             MIDT
 RK0666
 RK0666                          STATION DESCRIPTION
 RK0666
 RK0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0666'THE STATION IS LOCATED IN SECTION 5, T45N., R.20W., ABOUT 4 MILES
 RK0666'SOUTHEAST OF CHATHAM, 1 MILES SOUTH OF FOREST LAKE ON A WOODED HILL
 RK0666'NEAR THE FOREST LAKE LOOKOUT TOWER.
 RK0666'
 RK0666'TO REACH THE STATION FROM CHATHAM, GO SOUTH ON STATE HIGHWAY 94 AND
 RK0666'67 FOR 0.9 MILE TO WHERE STATE HIGHWAY 94 TURNS LEFT AND STATE
 RK0666'HIGHWAY 67 CONTINUES STRAIGHT AHEAD.  TURN LEFT, GO EAST ON STATE
 RK0666'HIGHWAY 94 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT JUST WEST
 RK0666'OF A DAM.  CONTINUE EAST 0.5 MILE TO THE SETTLEMENT OF FOREST
 RK0666'LAKE.  CONTINUE EAST 0.3 MILE TO A ROAD RIGHT AT SIGN FOREST LAKE
 RK0666'LOOKOUT TOWER 2.  TURN RIGHT, GO SOUTHERLY 1.5 MILES TO A ROAD
 RK0666'RIGHT.  TURN RIGHT, GO NORTHWESTERLY 0.55 MILE TO LOOKOUT TOWER
 RK0666'AND STATION.
 RK0666'
 RK0666'THE STATION MARK, A STANDARD DISK STAMPED FOREST LAKE 1955 IS SET IN
 RK0666'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS 65.36 FEET SOUTHWEST
 RK0666'OF THE CENTER OF THE LOOKOUT TOWER AND 4 FEET NORTHWEST OF A WHITE
 RK0666'WITNESS POST.
 RK0666'
 RK0666'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED TT 7 T 1954 WAS USED AS
 RK0666'REFERENCE MARK 1.  IT IS SET IN A CONCRETE MONUMENT WHICH IS LEVEL
 RK0666'WITH THE GROUND SURFACE IN THE CENTER OF THE LOOKOUT TOWER.
 RK0666'
 RK0666'REFERENCE MARK 2, A STANDARD DISK STAMPED FOREST LAKE NO 2 1955 IS
 RK0666'SET IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS ABOUT 3
 RK0666'FEET LOWER THAN THE STATION MARK.
 RK0666'
 RK0666'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOREST LAKE 1955 IS SET IN
 RK0666'A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES, IS ABOUT 100 YARDS WEST
 RK0666'OF A DAM, 75 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 94, 12
 RK0666'FEET SOUTHEAST OF A POWER LINE POLE AND 20 INCHES SOUTH OF A WIRE
 RK0666'FENCE.  THIS MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 RK0666'
 RK0666'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0666
 RK0666                          STATION RECOVERY (1975)
 RK0666
 RK0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0666'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES AND BRUSH ON LINE.
 RK0666'
 RK0666'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND THE USGS
 RK0666'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 RK0666'DIRECTIONS AND THE DISTANCE TO THE MARKS CHECKED THE 1955
 RK0666'OBSERVATIONS ADEQUATELY.  DUE TO TREES AND HEAVY BRUSH AT THE
 RK0666'AZIMUTH MARK NO OBSERVATIONS WERE MADE AT THIS DATE.  A NEW
 RK0666'DESCRIPTION FOLLOWS.
 RK0666'
 RK0666'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CHATHAM,
 RK0666'1 MILE SOUTH OF FOREST LAKE AND ON LAND OWNED BY THE
 RK0666'U.S. FOREST SERVICE, MR. ROBERT MILEY, DISTRICT RANGER,
 RK0666'MUNISING RANGER STATION, MUNISING, MICHIGAN.
 RK0666'
 RK0666'TO REACH THE STATION FROM THE POST OFFICE IN FOREST LAKE, GO EAST
 RK0666'ON STATE HIGHWAY 94 FOR 0.4 MILE TO FOREST ROAD 2272 ON THE
 RK0666'RIGHT.  TURN RIGHT AND GO SOUTH ON FOREST ROAD 2272 FOR 1.5 MILES
 RK0666'TO WHERE FOREST ROAD 2272 GO RIGHT, TURN RIGHT AND GO WESTERLY ON
 RK0666'FOREST ROAD 2272 FOR 0.45 MILE TO A DIM TRACK ROAD LEFT (0.05
 RK0666'MILE BEFORE TURN AROUND AND END OF FOREST ROAD 2272).  TURN LEFT
 RK0666'AND GO 0.05 MILE TO THE STATION.
 RK0666'
 RK0666'STATION MARKS ARE STANDARD DISKS STAMPED FOREST LAKE
 RK0666'1955.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 RK0666'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 RK0666'GROUND SURFACE.  IT IS 66 FEET SOUTH OF THE CENTER OF A
 RK0666'CLEARED KNOLL AND 60 FEET SOUTH OF THE SOUTH CORNER OF A
 RK0666'CONCRETE FOUNDATION FOR THE OLD LOOKOUT TOWER.  THE UNDERGROUND
 RK0666'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 RK0666'40 INCHES BELOW THE GROUND SURFACE.
 RK0666'
 RK0666'REFERENCE MARK 1, A STANDARD DISK STAMPED FOREST LAKE
 RK0666'NO 1 1955, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RK0666'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 RK0666'IS IN THE CENTER OF WALKING TRAIL.
 RK0666'
 RK0666'USGS MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 RK0666'STAMPED TT 7 T 1954, IS SET IN THE TOP OF A 4-INCH SQUARE
 RK0666'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 RK0666'IS 7 FEET WEST-NORTHWEST OF A CONCRETE FOUNDATION AND IN
 RK0666'THE CENTER OF THE CLEARED KNOLL.
 RK0666'
 RK0666'AZIMUTH MARK, A STANDARD DISK STAMPED FOREST LAKE 1955,
 RK0666'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RK0666'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 RK0666'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 94 AND 21
 RK0666'FEET WEST OF A YELLOW PIPE GATE.
 RK0666'
 RK0666'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN
 RK0666'FOREST LAKE, GO WEST ON STATE HIGHWAY 94 FOR 0.2 MILE
 RK0666'TO SPILLWAY, CONTINUE WEST FOR 0.1 MILE TO THE MARK ON THE LEFT.
 RK0666'
 RK0666'HEIGHT OF LIGHT ABOVE STATION MARK 85.5 FEET.
 RK0666'
 RK0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RK0666'1 MILE SOUTH OF FOREST LAKE.
 RK0666
 RK0666                          STATION RECOVERY (2025)
 RK0666
 RK0666'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0666'FOUND AS DESCRIBED.  ROAD TO MARKER IS OVERGROWN.  MARKER IS SOUTH OF
 RK0666'RK0667 (MISSING DISK BUT CONCRETE IS STILL IN FOR RK0667).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0523 ***********************************************************************
 RK0523  DESIGNATION -  FORSYTH BELL TEL CO MICROWAVE
 RK0523  PID         -  RK0523
 RK0523  STATE/COUNTY-  MI/MARQUETTE
 RK0523  COUNTRY     -  US
 RK0523  USGS QUAD   -  LITTLE LAKE (2017)
 RK0523
 RK0523                         *CURRENT SURVEY CONTROL
 RK0523  ______________________________________________________________________
 RK0523* NAD 83(1994) POSITION- 46 18 26.12061(N) 087 18 34.32041(W)   ADJUSTED
 RK0523  ______________________________________________________________________
 RK0523  GEOID HEIGHT    -        -34.543 (meters)                     GEOID18
 RK0523  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 RK0523  HORZ ORDER      -  THIRD
 RK0523
 RK0523.The horizontal coordinates were established by classical geodetic methods
 RK0523.and adjusted by the National Geodetic Survey in February 1997.
 RK0523
 RK0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0523.GEOID18 height accuracy estimate available here.
 RK0523
 RK0523.Click photographs - Photos may exist for this station.
 RK0523
 RK0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0523
 RK0523. The following values were computed from the NAD 83(1994) position.
 RK0523
 RK0523;                    North         East     Units Scale Factor Converg.
 RK0523;SPC MI N     -   169,421.462 7,976,157.959   MT  0.99990291   -0 13 25.4
 RK0523;SPC MI N     -   555,844.69 26,168,497.24   iFT  0.99990291   -0 13 25.4
 RK0523;UTM  16      - 5,128,233.184   476,165.127   MT  0.99960698   -0 13 25.7
 RK0523
 RK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7616528233(NAD 83)
 RK0523
 RK0523                          SUPERSEDED SURVEY CONTROL
 RK0523
 RK0523  NAD 83(1986)-  46 18 26.11528(N)    087 18 34.31719(W) AD(       ) 3
 RK0523  NAD 27      -  46 18 26.31500(N)    087 18 33.81200(W) AD(       ) 3
 RK0523
 RK0523.Superseded values are not recommended for survey control.
 RK0523
 RK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0523.See file dsdata.pdf to determine how the superseded data were derived.
 RK0523
 RK0523_MARKER: 45 = MICROWAVE TOWER
 RK0523
 RK0523  HISTORY     - Date     Condition        Report By
 RK0523  HISTORY     - 1961     FIRST OBSERVED   CGS
 RK0523  HISTORY     - 20011014 GOOD             USPSQD
 RK0523  HISTORY     - 20031010 GOOD             USPSQD
 RK0523
 RK0523                          STATION DESCRIPTION
 RK0523
 RK0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0523'STATION IS LOCATED ABOUT 1-1/2 MILE NORTHEAST OF THE VILLAGE OF
 RK0523'FORSYTH.  THE STEEL STRUCTURE HAS 4 LEGS, APPROXIMATELY 375 FEET
 RK0523'HIGH AND PAINTED ALTERNATE ORANGE AND WHITE.
 RK0523'
 RK0523'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TOWER.
 RK0523'
 RK0523'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROUTE 456
 RK0523'IN FORSYTH, GO NORTHEASTERLY ON ROUTE 456 FOR 1.9 MILES TO A SIDE
 RK0523'ROAD LEFT, TURN LEFT ON GRAVELED ROAD FOR 0.7 MILE TO THE STATION
 RK0523'ON THE LEFT.
 RK0523
 RK0523                          STATION RECOVERY (2001)
 RK0523
 RK0523'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0523'RECOVERED IN GOOD CONDITION.
 RK0523
 RK0523                          STATION RECOVERY (2003)
 RK0523
 RK0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1022 ***********************************************************************
 RJ1022  DESIGNATION -  FORT BRADY CHAPEL SPIRE
 RJ1022  PID         -  RJ1022
 RJ1022  STATE/COUNTY-  MI/CHIPPEWA
 RJ1022  COUNTRY     -  US
 RJ1022  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1022
 RJ1022                         *CURRENT SURVEY CONTROL
 RJ1022  ______________________________________________________________________
 RJ1022* NAD 83(1994) POSITION- 46 29 29.05619(N) 084 21 33.35640(W)   ADJUSTED
 RJ1022* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 RJ1022  ______________________________________________________________________
 RJ1022  GEOID HEIGHT    -        -36.619 (meters)                     GEOID18
 RJ1022  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 RJ1022  HORZ ORDER      -  THIRD
 RJ1022
 RJ1022.The horizontal coordinates were established by classical geodetic methods
 RJ1022.and adjusted by the National Geodetic Survey in February 1997.
 RJ1022
 RJ1022.The orthometric height was scaled from a topographic map.
 RJ1022
 RJ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1022.GEOID18 height accuracy estimate available here.
 RJ1022
 RJ1022.Click photographs - Photos may exist for this station.
 RJ1022
 RJ1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1022
 RJ1022. The following values were computed from the NAD 83(1994) position.
 RJ1022
 RJ1022;                    North         East     Units Scale Factor Converg.
 RJ1022;SPC MI N     -   193,219.138 8,202,685.673   MT  0.99990929   +1 54 31.3
 RJ1022;SPC MI N     -   633,921.06 26,911,698.40   iFT  0.99990929   +1 54 31.3
 RJ1022;SPC MI C     -   352,822.585 6,000,568.369   MT  1.00027994   +0 00 18.8
 RJ1022;SPC MI C     - 1,157,554.41 19,686,904.10   iFT  1.00027994   +0 00 18.8
 RJ1022;UTM  16      - 5,152,036.578   702,656.812   MT  1.00010485   +1 54 57.2
 RJ1022
 RJ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1022!SPC MI N     -   0.99997187  x   0.99990929  =   0.99988117
 RJ1022!SPC MI C     -   0.99997187  x   1.00027994  =   1.00025181
 RJ1022!UTM  16      -   0.99997187  x   1.00010485  =   1.00007672
 RJ1022
 RJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0265652036(NAD 83)
 RJ1022
 RJ1022                          SUPERSEDED SURVEY CONTROL
 RJ1022
 RJ1022  NAD 83(1986)-  46 29 29.03876(N)    084 21 33.36745(W) AD(       ) 3
 RJ1022  NAD 27      -  46 29 28.96000(N)    084 21 33.22000(W) AD(       ) 3
 RJ1022
 RJ1022.Superseded values are not recommended for survey control.
 RJ1022
 RJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1022.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1022
 RJ1022_MARKER: 90 = CHURCH SPIRE
 RJ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1022+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2008
 RJ1022
 RJ1022  HISTORY     - Date     Condition        Report By
 RJ1022  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1022  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ1022  HISTORY     - 1968     GOOD             USACE
 RJ1022  HISTORY     - 20050727 MARK NOT FOUND   NGS
 RJ1022  HISTORY     - 20080525 GOOD             INDIV
 RJ1022
 RJ1022                          STATION DESCRIPTION
 RJ1022
 RJ1022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1022'THE SPIRE OF THE CHAPEL ON FORT BRADY, SAULT STE MARIE, MICHIGAN.
 RJ1022
 RJ1022                          STATION RECOVERY (1958)
 RJ1022
 RJ1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1022'STATION IS LOST.
 RJ1022
 RJ1022                          STATION RECOVERY (1968)
 RJ1022
 RJ1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1022'RECOVERED IN GOOD CONDITION.
 RJ1022
 RJ1022                          STATION RECOVERY (2005)
 RJ1022
 RJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ1022'MARK NOT FOUND.
 RJ1022
 RJ1022                          STATION RECOVERY (2008)
 RJ1022
 RJ1022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (PAW)
 RJ1022'LAKE SUPERIOR STATE UNIVERSITY IS LOCATED ON THE FORMER GROUNDS OF
 RJ1022'FORT BRADY.  THE SEVENTH DAY ADVENTIST CHURCH, LOCATED AT THE
 RJ1022'INTERSECTION OF EASTERDAY AVENUE AND RYAN STREET, IS LOCATED NEAR THE
 RJ1022'REPORTED LATITUDE AND LONGITUDE FOR THIS STATION.  I BELIEVE THIS
 RJ1022'CHURCH MAY ONCE HAVE BEEN THE FORT BRADY CHAPEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DF5360 ***********************************************************************
 DF5360  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5360  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5360  DESIGNATION -  FORT GRATIOT CORS ARP
 DF5360  CORS_ID     -  FRTG
 DF5360  PID         -  DF5360
 DF5360  STATE/COUNTY-  MI/ST CLAIR
 DF5360  COUNTRY     -  US
 DF5360  USGS QUAD   -  LAKEPORT (2017)
 DF5360
 DF5360                         *CURRENT SURVEY CONTROL
 DF5360  ______________________________________________________________________
 DF5360* NAD 83(2011) POSITION- 43 02 15.21919(N) 082 29 17.37165(W)   ADJUSTED
 DF5360* NAD 83(2011) ELLIP HT-   157.593 (meters)        (04/??/25)   ADJUSTED
 DF5360* NAD 83(2011) EPOCH   -  2010.00
 DF5360* NAVD 88 ORTHO HEIGHT -   192.41  (meters)      631.3   (feet) GPS OBS
 DF5360  ______________________________________________________________________
 DF5360  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5360  GEOID HEIGHT    -        -34.835 (meters)                     GEOID12A
 DF5360  GEOID HEIGHT    -        -34.834 (meters)                     GEOID18
 DF5360  NAD 83(2011) X  -    610,412.437 (meters)                     COMP
 DF5360  NAD 83(2011) Y  - -4,629,149.790 (meters)                     COMP
 DF5360  NAD 83(2011) Z  -  4,330,660.140 (meters)                     COMP
 DF5360
 DF5360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5360  Standards:
 DF5360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5360  -------------------------------------------------------------------
 DF5360  NETWORK    0.14   0.27           0.07   0.02   0.14     -0.08400300
 DF5360  -------------------------------------------------------------------
 DF5360
 DF5360.The coordinates were established by GPS observations
 DF5360.and adjusted by the National Geodetic Survey in April 2025.
 DF5360
 DF5360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5360.been affixed to the stable North American Tectonic Plate. 
 DF5360
 DF5360.The coordinates are valid at the epoch date displayed above
 DF5360.which is a decimal equivalence of Year/Month/Day.
 DF5360
 DF5360.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF5360.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF5360.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF5360.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF5360.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF5360.published epoch of 2010.00.
 DF5360
 DF5360.Additional information on MYCS is available at:
 DF5360.https://geodesy.noaa.gov/CORS/index.shtml
 DF5360
 DF5360.The orthometric height was determined by GPS observations and a
 DF5360.high-resolution geoid model using precise GPS observation and
 DF5360.processing techniques.
 DF5360
 DF5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5360.GEOID18 height accuracy estimate available here.
 DF5360
 DF5360.The PID for the CORS L1 Phase Center is DR6161.
 DF5360
 DF5360.Click photographs - Photos may exist for this station.
 DF5360
 DF5360.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5360
 DF5360.The ellipsoidal height was determined by GPS observations
 DF5360.and is referenced to NAD 83.
 DF5360
 DF5360. The following values were computed from the NAD 83(2011) position.
 DF5360
 DF5360;                    North         East     Units Scale Factor Converg.
 DF5360;SPC MI S     -   172,496.490 4,153,055.600   MT  0.99991041   +1 16 42.2
 DF5360;SPC MI S     -   565,933.37 13,625,510.50   iFT  0.99991041   +1 16 42.2
 DF5360;UTM  17      - 4,766,060.431   378,775.584   MT  0.99978078   -1 00 56.7
 DF5360
 DF5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5360!SPC MI S     -   0.99997529  x   0.99991041  =   0.99988570
 DF5360!UTM  17      -   0.99997529  x   0.99978078  =   0.99975607
 DF5360
 DF5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7877566060(NAD 83)
 DF5360
 DF5360                          SUPERSEDED SURVEY CONTROL
 DF5360
 DF5360  NAD 83(2011)-  43 02 15.21934(N)    082 29 17.37167(W) AD(2010.00) c
 DF5360  ELLIP H (06/??/22)  157.587  (m)                       GP(2010.00) c c
 DF5360  NAD 83(2011)-  43 02 15.21933(N)    082 29 17.37194(W) AD(2010.00) c
 DF5360  ELLIP H (06/??/20)  157.587  (m)                       GP(2010.00) c c
 DF5360  NAD 83(2011)-  43 02 15.21932(N)    082 29 17.37201(W) AD(2010.00) c
 DF5360  ELLIP H (06/??/19)  157.597  (m)                       GP(2010.00) c c
 DF5360  NAD 83(2011)-  43 02 15.21948(N)    082 29 17.37158(W) AD(2010.00) c
 DF5360  NAD 83(2011)-  43 02 15.21930(N)    082 29 17.37180(W) AD(2010.00) c
 DF5360  ELLIP H (08/??/11)  157.586  (m)                       GP(2010.00) c c
 DF5360  NAD 83(CORS)-  43 02 15.21948(N)    082 29 17.37238(W) AD(2002.00) c
 DF5360  ELLIP H (05/??/03)  157.599  (m)                       GP(2002.00) c c
 DF5360  NAVD 88 (08/23/11)  192.42   (m)  GEOID09  model used  GPS OBS        
 DF5360  NAVD 88 (06/10/07)  192.42   (m)  GEOID03  model used  GPS OBS        
 DF5360
 DF5360.Superseded values are not recommended for survey control.
 DF5360
 DF5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5360.See file dsdata.pdf to determine how the superseded data were derived.
 DF5360
 DF5360_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5360
 DF5360                          STATION DESCRIPTION
 DF5360
 DF5360'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF5360'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF5360'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF5360'AND LOG FILES ACCESSIBLE AT:
 DF5360'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AE4790 ***********************************************************************
 AE4790  DESIGNATION -  FORT GRATIOT LH
 AE4790  PID         -  AE4790
 AE4790  STATE/COUNTY-  MI/ST CLAIR
 AE4790  COUNTRY     -  US
 AE4790  USGS QUAD   -  LAKEPORT (2017)
 AE4790
 AE4790                         *CURRENT SURVEY CONTROL
 AE4790  ______________________________________________________________________
 AE4790* NAD 83(1994) POSITION- 43 00 22.74172(N) 082 25 20.77890(W)   NO CHECK
 AE4790* NAVD 88 ORTHO HEIGHT -  205      (meters)            **(feet) SCALED
 AE4790  ______________________________________________________________________
 AE4790  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 AE4790  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 AE4790  HORZ ORDER      -  THIRD
 AE4790
 AE4790.The horizontal coordinates were established by classical geodetic methods
 AE4790.and adjusted by the National Geodetic Survey in February 1997.
 AE4790
 AE4790.No horizontal observational check was made to the station.
 AE4790
 AE4790.The orthometric height was scaled from a topographic map.
 AE4790
 AE4790.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4790.GEOID18 height accuracy estimate available here.
 AE4790
 AE4790.Click photographs - Photos may exist for this station.
 AE4790
 AE4790.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4790
 AE4790. The following values were computed from the NAD 83(1994) position.
 AE4790
 AE4790;                    North         East     Units Scale Factor Converg.
 AE4790;SPC MI S     -   169,148.326 4,158,489.503   MT  0.99990911   +1 19 23.2
 AE4790;SPC MI S     -   554,948.58 13,643,338.26   iFT  0.99990911   +1 19 23.2
 AE4790;UTM  17      - 4,762,497.954   384,070.404   MT  0.99976533   -0 58 13.2
 AE4790
 AE4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8407062497(NAD 83)
 AE4790
 AE4790                          SUPERSEDED SURVEY CONTROL
 AE4790
 AE4790  NAD 83(1986)-  43 00 22.73098(N)    082 25 20.81033(W) AD(       ) 3
 AE4790  NAD 27      -  43 00 22.62519(N)    082 25 21.17050(W) AD(       ) 3
 AE4790
 AE4790.Superseded values are not recommended for survey control.
 AE4790
 AE4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4790.See file dsdata.pdf to determine how the superseded data were derived.
 AE4790
 AE4790_MARKER: 13 = LIGHTHOUSE
 AE4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4790+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 AE4790
 AE4790  HISTORY     - Date     Condition        Report By
 AE4790  HISTORY     - 1877     FIRST OBSERVED   USLS
 AE4790  HISTORY     - 1909     GOOD             CGS
 AE4790  HISTORY     - 19990703 GOOD             USPSQD
 AE4790  HISTORY     - 20020505 GOOD             USPSQD
 AE4790  HISTORY     - 20240105 GOOD             MCA
 AE4790
 AE4790                          STATION DESCRIPTION
 AE4790
 AE4790'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 AE4790'AT PORT HURON.
 AE4790'FORT GRATIOT LIGHTHOUSE IS AT FORT HURON, ST. CLAIR COUNTY,
 AE4790'MICHIGAN, AT FORT GRATIOT LIGHTHOUSE.
 AE4790
 AE4790                          STATION RECOVERY (1999)
 AE4790
 AE4790'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE4790'RECOVERED IN GOOD CONDITION.
 AE4790
 AE4790                          STATION RECOVERY (2002)
 AE4790
 AE4790'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 AE4790'MARK IS THE LIGHT HOUSE ITSELF.
 AE4790
 AE4790                          STATION RECOVERY (2024)
 AE4790
 AE4790'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 AE4790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8055 ***********************************************************************
 AA8055  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8055  DESIGNATION -  FORT WAYNE A
 AA8055  PID         -  AA8055
 AA8055  STATE/COUNTY-  MI/WAYNE
 AA8055  COUNTRY     -  US
 AA8055  USGS QUAD   -  DETROIT (2017)
 AA8055
 AA8055                         *CURRENT SURVEY CONTROL
 AA8055  ______________________________________________________________________
 AA8055* NAD 83(2011) POSITION- 42 17 50.30054(N) 083 05 39.66177(W)   ADJUSTED
 AA8055* NAD 83(2011) ELLIP HT-   142.292 (meters)        (06/27/12)   ADJUSTED
 AA8055* NAD 83(2011) EPOCH   -  2010.00
 AA8055* NAVD 88 ORTHO HEIGHT -   176.848 (meters)      580.21  (feet) ADJUSTED
 AA8055  ______________________________________________________________________
 AA8055  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 AA8055  NAD 83(2011) X  -    568,102.297 (meters)                     COMP
 AA8055  NAD 83(2011) Y  - -4,690,666.411 (meters)                     COMP
 AA8055  NAD 83(2011) Z  -  4,270,183.457 (meters)                     COMP
 AA8055  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AA8055  DYNAMIC HEIGHT  -        176.795 (meters)      580.03  (feet) COMP
 AA8055  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 AA8055
 AA8055  VERT ORDER      -  SECOND    CLASS I
 AA8055
 AA8055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8055  Standards:
 AA8055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8055  -------------------------------------------------------------------
 AA8055  NETWORK    0.26   0.53           0.11   0.10   0.27     -0.00281553
 AA8055  -------------------------------------------------------------------
 AA8055  Click here for local accuracies and other accuracy information.
 AA8055
 AA8055.This is a reference station for the DETROIT 1
 AA8055.National Continuously Operating Reference Station (DET1).
 AA8055
 AA8055.The horizontal coordinates were established by GPS observations
 AA8055.and adjusted by the National Geodetic Survey in June 2012.
 AA8055
 AA8055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8055.been affixed to the stable North American tectonic plate. See 
 AA8055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8055
 AA8055.The horizontal coordinates are valid at the epoch date displayed above
 AA8055.which is a decimal equivalence of Year/Month/Day.
 AA8055
 AA8055.The orthometric height was determined by differential leveling and
 AA8055.adjusted by the NATIONAL GEODETIC SURVEY
 AA8055.in October 1996.
 AA8055
 AA8055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8055.GEOID18 height accuracy estimate available here.
 AA8055
 AA8055.This Water Level Mark is designated as VM 12956
 AA8055.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8055
 AA8055.Click photographs - Photos may exist for this station.
 AA8055
 AA8055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8055
 AA8055.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8055
 AA8055.The ellipsoidal height was determined by GPS observations
 AA8055.and is referenced to NAD 83.
 AA8055
 AA8055.The dynamic height is computed by dividing the NAVD 88
 AA8055.geopotential number by the normal gravity value computed on the
 AA8055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8055.degrees latitude (g = 980.6199 gals.).
 AA8055
 AA8055.The modeled gravity was interpolated from observed gravity values.
 AA8055
 AA8055. The following values were computed from the NAD 83(2011) position.
 AA8055
 AA8055;                    North         East     Units Scale Factor Converg.
 AA8055;SPC MI S     -    89,355.981 4,104,911.980   MT  0.99995913   +0 51 57.1
 AA8055;SPC MI S     -   293,162.67 13,467,558.99   iFT  0.99995913   +0 51 57.1
 AA8055;UTM  17      - 4,684,910.566   327,356.904   MT  0.99996674   -1 24 35.3
 AA8055
 AA8055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8055!SPC MI S     -   0.99997768  x   0.99995913  =   0.99993681
 AA8055!UTM  17      -   0.99997768  x   0.99996674  =   0.99994442
 AA8055
 AA8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2735684910(NAD 83)
 AA8055
 AA8055|---------------------------------------------------------------------|
 AA8055| PID    Reference Object                     Distance      Geod. Az  |
 AA8055|                                                           dddmmss.s |
 AA8055| AF9501 DETROIT 1 CORS ARP                   77.681 METERS 27249     |
 AA8055|---------------------------------------------------------------------|
 AA8055
 AA8055                          SUPERSEDED SURVEY CONTROL
 AA8055
 AA8055  ELLIP H (10/11/07)  142.319  (m)                       GP(       ) 4 2
 AA8055  ELLIP H (06/10/07)  142.309  (m)                       GP(       ) 4 1
 AA8055  NAD 83(2007)-  42 17 50.30033(N)    083 05 39.66251(W) AD(2002.00) 0
 AA8055  ELLIP H (02/10/07)  142.319  (m)                       GP(2002.00)    
 AA8055  ELLIP H (07/12/02)  142.319  (m)                       GP(       ) 3 2
 AA8055  ELLIP H (07/24/97)  142.305  (m)                       GP(       ) 2 1
 AA8055  NAD 83(1994)-  42 17 50.30081(N)    083 05 39.66284(W) AD(       ) A
 AA8055  ELLIP H (09/21/95)  142.354  (m)                       GP(       ) 2 1
 AA8055  NAVD 88             176.85   (m)          580.2    (f) LEVELING    3  
 AA8055  NAVD 88 (06/10/07)  176.9    (m)  GEOID03  model used  GPS OBS        
 AA8055  NAVD 88             176.85   (m)          580.2    (f) LEVELING    3  
 AA8055
 AA8055.Superseded values are not recommended for survey control.
 AA8055
 AA8055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8055.See file dsdata.pdf to determine how the superseded data were derived.
 AA8055
 AA8055_MARKER: F = FLANGE-ENCASED ROD
 AA8055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8055_STAMPING: FORT WAYNE A 1994
 AA8055_MARK LOGO: NGS
 AA8055_PROJECTION: RECESSED 1 CENTIMETERS
 AA8055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8055+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2025
 AA8055_ROD/PIPE-DEPTH: 3.7 meters
 AA8055_SLEEVE-DEPTH  : 1.2 meters
 AA8055
 AA8055  HISTORY     - Date     Condition        Report By
 AA8055  HISTORY     - 1994     MONUMENTED       NGS
 AA8055  HISTORY     - 19941108 GOOD             NOS
 AA8055  HISTORY     - 19951108 GOOD             NOS
 AA8055  HISTORY     - 19960531 GOOD             NGS
 AA8055  HISTORY     - 20010802 GOOD             INDIV
 AA8055  HISTORY     - 2005     GOOD             NGS
 AA8055  HISTORY     - 20060410 GOOD             WOOLPT
 AA8055  HISTORY     - 20060428 GOOD             MIDT
 AA8055  HISTORY     - 20100608 GOOD             MIDT
 AA8055  HISTORY     - 20150806 GOOD             NGS
 AA8055  HISTORY     - 20211220 GOOD             MIDT
 AA8055  HISTORY     - 20220825 GOOD             NGS
 AA8055  HISTORY     - 20241021 GOOD             CO-OPS
 AA8055  HISTORY     - 20250423 GOOD             USACED
 AA8055
 AA8055                          STATION DESCRIPTION
 AA8055
 AA8055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8055'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF DOWNTOWN
 AA8055'DETROIT, 1.2 KM (0.75 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE
 AA8055'DETROIT RIVER AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER,
 AA8055'AT HISTORIC FORT WAYNE, IN THE U.S. CORPS OF ENGINEERS SECURE AREA, IN
 AA8055'A GRASS STRIP BETWEEN A PAVED AREA AND THE RIVER, NEAR THE PROPOSED
 AA8055'SITE OF THE US COAST GUARD GPS ANTENNA.  OWNERSHIP--U.S. CORPS OF
 AA8055'ENGINEERS, DETROIT AREA OFFICE, P.O. BOX 09256, 6309 JEFFERSON WEST
 AA8055'AVENUE, BOATYARD SECTION, DETROIT MI 48209.  CONTACT SID COX, PHONE
 AA8055'313-226-6840 OR RICK ARPAN, PHONE 313-226-3822. AREA CLOSED AFTER
 AA8055'WORKING HOURS.  CALL IN ADVANCE FOR AFTERHOURS OBSERVING.
 AA8055'
 AA8055'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS
 AA8055'AVENUE (EXIT 212), ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO
 AA8055'SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT
 AA8055'INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM
 AA8055'(0.55 MI) TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO
 AA8055'HISTORIC FORT WAYNE.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD
 AA8055'BOOTH, FOR 0.33 KM (0.20 MI) TO ROAD END AND CORPS OF ENGINEERS
 AA8055'ENTRANCE ON THE LEFT.  TURN LEFT, PASSING A GUARD BOOTH, FOR 0.06 KM
 AA8055'(0.05 MI) TO A GAP BETWEEN TWO GREEN BUILDINGS.  TURN RIGHT, BETWEEN
 AA8055'BUILDINGS T-16 AND T-15 FOR 0.12 KM (0.05 MI) TO THE FAR SIDE OF THE
 AA8055'OPEN AREA AND THE STATION NEAR A LARGE BRICK WAREHOUSE.
 AA8055'
 AA8055'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8055'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8055'IS 4.4 M (14.4 FT) SOUTHEAST OF THE PAVEMENT EDGE, 16.4 M (53.8 FT)
 AA8055'SOUTH OF THE SOUTH CORNER OF THE BRICK WAREHOUSE, 30.1 M (98.8 FT)
 AA8055'SOUTHEAST OF THE EAST CORNER OF SAME, 16.4 M (53.8 FT) NORTHWEST OF
 AA8055'THE RIVER EDGE, 8.2 M (26.9 FT) WEST OF THE MOST SOUTHWEST ONE OF NINE
 AA8055'LARGE SHIP TIE-UP PILLARS, AND 1.45 M (4.76 FT) NORTHEAST OF A
 AA8055'FIBERGLAS WITNESS POST AND FENCE POST.
 AA8055
 AA8055                          STATION RECOVERY (1994)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8055'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF DOWNTOWN
 AA8055'DETROIT, 1.2 KM (0.75 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE
 AA8055'DETROIT RIVER AND RIVER ROUGE, ON THE WEST SHORE OF THE DETORIT RIVER,
 AA8055'AT HISTORIC FORT WAYNE, IN THE US CORPS OF ENGINEERS SECURE AREA, IN A
 AA8055'GRASS STRIP BETWEEN A PAVED AREA AND THE RIVER, NEAR THE PROPOSED SITE
 AA8055'OF THE US COAST GUARD GPS ANTENNA.  OWNERSHIP--US CORPS OF ENGINEERS,
 AA8055'DETROIT AREA OFFICE, PO BOX 09256, 6309 JEFFERSON WEST AVENUE,
 AA8055'BOATYARD SECTION, DETROIT, MI 48209.  CONTACT SID COX, PHONE
 AA8055'313-226-6840 OR RICK ARPAN, PHONE 313-226-3822.  AREA CLOSED AFTER
 AA8055'WORKING HOURS.  CALL IN ADVANCE FOR AFTERHOURS OBSERVING. TO REACH
 AA8055'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS AVENUE (EXIT
 AA8055'212) , ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO SOUTHEAST
 AA8055'ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT INTERSTATE
 AA8055'HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM (0.55 MI)
 AA8055'TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO HISTORIC FORT
 AA8055'WASHINGTON.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD BOOTH, FOR
 AA8055'0.33 KM (0.20 MI) TO ROAD END AND CORPS OF ENGINEERS ENTRANCE ON THE
 AA8055'LEFT.  TURN LEFT, PASSING A GUARD BOOTH, FOR 0.06 KM (0.05 MI) TO A
 AA8055'GAP BETWEEN TWO GREEN BUILDINGS.  TURN RIGHT, BETWEEN BUILDINGS T-16
 AA8055'AND T-15 FOR 0.12 KM (0.05 MI) TO THE FAR SIDE OF THE OPEN AREA AND
 AA8055'THE STATION NEAR A LARGE BRICK WAREHOUSE. STATION MARK IS A PUNCH HOLE
 AA8055'TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE LOGO CAP SET IN A
 AA8055'CONCRETE POST 1 CM BELOW GROUND.  IT IS 4.4 M (14.4 FT) SOUTHEAST OF
 AA8055'THE PAVEMENT EDGE, 16.5 M (54.1 FT) SOUTH OF THE SOUTH CORNER OF THE
 AA8055'BRICK WAREHOUSE, 30.1 M (98.8 FT) SOUTHWEST OF THE NORTHEAST CORNER OF
 AA8055'SAME, 16.4 M (53.8 FT) NORTHWEST OF THE RIVER EDGE, 8.2 M (26.9 FT)
 AA8055'WEST OF THE MOST SOUTHWEST ONE OF NINE LARGE SHIP TIE-UP PILLARS, AND
 AA8055'1.45 M (4.76 FT) NORTHEAST OF A FIBERGLAS WITNESS POST AND FENCE POST.
 AA8055
 AA8055                          STATION RECOVERY (1995)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (1996)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (2001)
 AA8055
 AA8055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 AA8055'RECOVERED IN GOOD CONDITION.
 AA8055
 AA8055                          STATION RECOVERY (2005)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AA8055'RECOVERED AS DESCRIBED EXCEPT FOR THE PORTION OF THE TO-REACH
 AA8055'FOLLOWING REFERENCE TO THE GUARD BOOTH.  TURN LEFT, PASSING A GUARD
 AA8055'BOOTH, TO AN ENTRANCE TO A VACANT PARKING LOT.  TURN RIGHT INTO
 AA8055'PARKING LOT AND GO SOUTHEAST 0.05 MI (0.08 KM) TO THE STATION NEAR A
 AA8055'LARGE BRICK WAREHOUSE.
 AA8055
 AA8055                          STATION RECOVERY (2006)
 AA8055
 AA8055'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (ARL)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (2006)
 AA8055
 AA8055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 AA8055'RECOVERED AS DESCRIBED. --  NOTE-- CONTACT DAVE THOMPSON PHONE NUMBER
 AA8055'1-313-226-1312.
 AA8055
 AA8055                          STATION RECOVERY (2010)
 AA8055
 AA8055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (JDR)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (2015)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AA8055'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE, CONTACT CHRIS
 AA8055'LINDMAN, CHIEF OF OPERATIONS AND MAINTENANCE FOR ACCESS, PHONE NUMBER
 AA8055'313-226-3856.
 AA8055
 AA8055                          STATION RECOVERY (2021)
 AA8055
 AA8055'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 AA8055'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF
 AA8055'WYANDOTTE, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF DEARBORN AND 3.4 MI (5.5
 AA8055'KM) SOUTHWEST OF DETROIT.
 AA8055'
 AA8055'TO REACH IN FORT WAYNE FROM THE INTERSECTION OF LIVERNOIS AVENUE,
 AA8055'HIGHWAY 75 AND FORT ST, PROCEED SOUTH ON LIVERNOIS AVENUE FOR
 AA8055'APPROXIMATELY 0.5 MI (0.8 KM) TO THE ENTRANCE OF HISTORIC FORT WAYNE,
 AA8055'PROCEED SOUTHEAST ON BRADY ST FOR APPROXIMATELY 0.2 MI (0.3 KM) TO THE
 AA8055'SECOND SECURITY GATE AT THE ENTRANCE TO COE PROPERTY AND BOATYARD, ON
 AA8055'THE EAST SIDE OF BRADY ST, PROCEED EAST-SOUTHEASTERLY ACROSS OPEN
 AA8055'PAVED AND GRASSED AREA FOR APPROXIMATELY 0.15 MI (0.24 KM) TO THE MARK
 AA8055'ON THE WEST SHORE OF THE DETROIT RIVER, IN THE U.S. CORPS OF ENGINEERS
 AA8055'SECURE AREA, IN A GRASS STRIP BETWEEN A PAVED AREA AND THE RIVER, A
 AA8055'STEEL ROD ENCASED IN A PVC PIPE LOGO CAP SET IN A CONCRETE BLOCK AND 1
 AA8055'CM (0 INCH) BELOW GROUND.
 AA8055'
 AA8055'IT IS 30.1 M (98.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
 AA8055'WAREHOUSE.
 AA8055
 AA8055                          STATION RECOVERY (2022)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AA8055'RECOVERED IN GOOD CONDITION.
 AA8055
 AA8055                          STATION RECOVERY (2024)
 AA8055
 AA8055'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (2025)
 AA8055
 AA8055'RECOVERY NOTE BY USACE DETROIT DISTRICT 2025 (DC)
 AA8055'MONUMENT IN GOOD CONDITION.  THE MONUMENT SLEEVE LID IS BROKEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8056 ***********************************************************************
 AA8056  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8056  DESIGNATION -  FORT WAYNE B
 AA8056  PID         -  AA8056
 AA8056  STATE/COUNTY-  MI/WAYNE
 AA8056  COUNTRY     -  US
 AA8056  USGS QUAD   -  DETROIT (2017)
 AA8056
 AA8056                         *CURRENT SURVEY CONTROL
 AA8056  ______________________________________________________________________
 AA8056* NAD 83(2011) POSITION- 42 17 48.90349(N) 083 05 55.54805(W)   ADJUSTED
 AA8056* NAD 83(2011) ELLIP HT-   146.919 (meters)        (06/27/12)   ADJUSTED
 AA8056* NAD 83(2011) EPOCH   -  2010.00
 AA8056* NAVD 88 ORTHO HEIGHT -   181.476 (meters)      595.39  (feet) ADJUSTED
 AA8056  ______________________________________________________________________
 AA8056  GEOID HEIGHT    -        -34.554 (meters)                     GEOID18
 AA8056  NAD 83(2011) X  -    567,744.922 (meters)                     COMP
 AA8056  NAD 83(2011) Y  - -4,690,742.350 (meters)                     COMP
 AA8056  NAD 83(2011) Z  -  4,270,154.685 (meters)                     COMP
 AA8056  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AA8056  DYNAMIC HEIGHT  -        181.421 (meters)      595.21  (feet) COMP
 AA8056  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 AA8056
 AA8056  VERT ORDER      -  SECOND    CLASS I
 AA8056
 AA8056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8056  Standards:
 AA8056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8056  -------------------------------------------------------------------
 AA8056  NETWORK    0.26   0.53           0.11   0.10   0.27     -0.00458418
 AA8056  -------------------------------------------------------------------
 AA8056  Click here for local accuracies and other accuracy information.
 AA8056
 AA8056.This is a reference station for the DETROIT 1
 AA8056.National Continuously Operating Reference Station (DET1).
 AA8056
 AA8056.The horizontal coordinates were established by GPS observations
 AA8056.and adjusted by the National Geodetic Survey in June 2012.
 AA8056
 AA8056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8056.been affixed to the stable North American tectonic plate. See 
 AA8056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8056
 AA8056.The horizontal coordinates are valid at the epoch date displayed above
 AA8056.which is a decimal equivalence of Year/Month/Day.
 AA8056
 AA8056.The orthometric height was determined by differential leveling and
 AA8056.adjusted by the NATIONAL GEODETIC SURVEY
 AA8056.in October 1996.
 AA8056
 AA8056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8056.GEOID18 height accuracy estimate available here.
 AA8056
 AA8056.This Water Level Mark is designated as VM 12957
 AA8056.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8056
 AA8056.Click photographs - Photos may exist for this station.
 AA8056
 AA8056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8056
 AA8056.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8056
 AA8056.The ellipsoidal height was determined by GPS observations
 AA8056.and is referenced to NAD 83.
 AA8056
 AA8056.The dynamic height is computed by dividing the NAVD 88
 AA8056.geopotential number by the normal gravity value computed on the
 AA8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8056.degrees latitude (g = 980.6199 gals.).
 AA8056
 AA8056.The modeled gravity was interpolated from observed gravity values.
 AA8056
 AA8056. The following values were computed from the NAD 83(2011) position.
 AA8056
 AA8056;                    North         East     Units Scale Factor Converg.
 AA8056;SPC MI S     -    89,307.392 4,104,548.784   MT  0.99995920   +0 51 46.2
 AA8056;SPC MI S     -   293,003.25 13,466,367.40   iFT  0.99995920   +0 51 46.2
 AA8056;UTM  17      - 4,684,876.436   326,992.061   MT  0.99996829   -1 24 45.9
 AA8056
 AA8056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8056!SPC MI S     -   0.99997696  x   0.99995920  =   0.99993616
 AA8056!UTM  17      -   0.99997696  x   0.99996829  =   0.99994525
 AA8056
 AA8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2699284876(NAD 83)
 AA8056
 AA8056|---------------------------------------------------------------------|
 AA8056| PID    Reference Object                     Distance      Geod. Az  |
 AA8056|                                                           dddmmss.s |
 AA8056| DJ7837 DETROIT 5 CORS ARP                  290.155 METERS 08041     |
 AA8056| AB6299 DETROIT 1 CORS L1 PHASE CENTER      290.142 METERS 08041     |
 AA8056|---------------------------------------------------------------------|
 AA8056
 AA8056                          SUPERSEDED SURVEY CONTROL
 AA8056
 AA8056  NAD 83(2007)-  42 17 48.90328(N)    083 05 55.54878(W) AD(2002.00) 0
 AA8056  ELLIP H (02/10/07)  146.946  (m)                       GP(2002.00)    
 AA8056  ELLIP H (07/12/02)  146.946  (m)                       GP(       ) 3 2
 AA8056  ELLIP H (07/24/97)  146.932  (m)                       GP(       ) 2 1
 AA8056  NAD 83(1994)-  42 17 48.90387(N)    083 05 55.54917(W) AD(       ) A
 AA8056  ELLIP H (09/21/95)  146.989  (m)                       GP(       ) 2 1
 AA8056  NAVD 88             181.48   (m)          595.4    (f) LEVELING    3  
 AA8056  NAVD 88 (09/21/95)  181.5    (m)  GEOID93  model used  GPS OBS        
 AA8056
 AA8056.Superseded values are not recommended for survey control.
 AA8056
 AA8056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8056.See file dsdata.pdf to determine how the superseded data were derived.
 AA8056
 AA8056_MARKER: F = FLANGE-ENCASED ROD
 AA8056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8056_STAMPING: FORT WAYNE B 1994
 AA8056_MARK LOGO: NGS
 AA8056_PROJECTION: FLUSH
 AA8056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA8056+STABILITY: POSITION/ELEVATION WELL
 AA8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8056+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 AA8056_ROD/PIPE-DEPTH: 134 meters
 AA8056_SLEEVE-DEPTH  : 1.2 meters
 AA8056
 AA8056  HISTORY     - Date     Condition        Report By
 AA8056  HISTORY     - 1994     MONUMENTED       NGS
 AA8056  HISTORY     - 19941108 GOOD             NOS
 AA8056  HISTORY     - 19951108 GOOD             NOS
 AA8056  HISTORY     - 19960531 GOOD             NGS
 AA8056  HISTORY     - 20020325 GOOD             INDIV
 AA8056  HISTORY     - 20060410 GOOD             WOOLPT
 AA8056  HISTORY     - 20090928 GOOD             JCLS
 AA8056  HISTORY     - 20110505 GOOD             JCLS
 AA8056  HISTORY     - 20150729 GOOD             INDIV
 AA8056  HISTORY     - 20211220 GOOD             MIDT
 AA8056  HISTORY     - 20220829 GOOD             NGS
 AA8056  HISTORY     - 20241021 GOOD             CO-OPS
 AA8056
 AA8056                          STATION DESCRIPTION
 AA8056
 AA8056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8056'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF DOWNTOWN DETROIT,
 AA8056'1 KM (0.60 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE DETROIT RIVER
 AA8056'AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER, AT HISTORIC
 AA8056'FORT WAYNE, AT THE WEST CORNER OF A PARADE GROUND, AT THE NORTHWEST
 AA8056'END OF A DIRT RIDGE, IN A SMALL GRASSY TRIANGLE FORMED BY THE RIDGE, A
 AA8056'GRAVEL LANE AND A PAVED STREET. OWNERSHIP--HISTORIC FORT WAYNE, 6325
 AA8056'JEFFERSON WEST AVENUE, DETROIT, MI 48209.  CONTACT DOCTOR WILLIAM
 AA8056'PHOENIX, PHONE 313-297-9363.
 AA8056'
 AA8056'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS
 AA8056'AVENUE (EXIT 212), ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO
 AA8056'SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT
 AA8056'INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM
 AA8056'(0.55 MI) TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO
 AA8056'HISTORIC FORT WAYNE.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD
 AA8056'BOOTH, FOR 0.3 KM (0.20 MI) TO A STREET RIGHT.  TURN RIGHT, SOUTHWEST,
 AA8056'ON GIBBS STREET, ALONG OFFICERS ROW, FOR 0.20 KM (0.10 MI) TO SHELBY
 AA8056'STREET ON THE RIGHT, A GRAVEL LANE AND STATION ON THE LEFT.
 AA8056'
 AA8056'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8056'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8056'IS 12.8 M (42.0 FT) SOUTHEAST OF THE CENTER OF GIBBS STREET, 14.6 M
 AA8056'(47.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF SHELBY STREET, 6.8 M
 AA8056'(22.3 FT) WEST OF THE CENTER OF A GRAVEL LANE, 18.3 M (60.0 FT)
 AA8056'SOUTH-SOUTHEAST OF A UTILITY POLE WITH YARD LIGHT, 12.4 M (40.7 FT)
 AA8056'SOUTH-SOUTHWEST OF THE SOUTHEAST POST OF SIGN 'RIVERFRONT PROMENADE',
 AA8056'14 M (45.9 FT) NORTHEAST OF THE BASE OF THE RIDGE, 10.4 M (34.1 FT)
 AA8056'NORTHWEST OF A METAL LIGHT POLE AND 4.4 M (14.4 FT) SOUTH-SOUTHWEST OF
 AA8056'A FIBERGLASS WITNESS POST.
 AA8056
 AA8056                          STATION RECOVERY (1994)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8056'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF DOWNTOWN DETROIT,
 AA8056'1 KM (0.60 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE DETROIT RIVER
 AA8056'AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER, AT HISTORIC
 AA8056'FORT WAYNE, AT THE WEST CORNER OF A PARADE GROUND, AT THE NORTHWEST
 AA8056'END OF A DIRT RIDGE, IN A SMALL GRASSY TRIANGLE FORMED BY THE RIDGE, A
 AA8056'GRAVEL LANE AND A PAVED STREET.  OWNERSHIP--HISTORIC FORT WAYNE, 6325
 AA8056'JEFFERSON WEST AVENUE, DETROIT, MI 48209.  CONTACT DOCTOR WILLIAM
 AA8056'PHOENIX, PHONE 313-297-9363 . TO REACH FROM THE JUCTION OF INTERSTATE
 AA8056'HIGHWAY 94 AND LIVERNOIS AVENUE (EXIT 212) , ABOUT 6.5 KM (4.05 MI)
 AA8056'WEST OF DOWNTOWN DETROIT, GO SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM
 AA8056'(2.35 MI) TO THE OVERPASS AT INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON
 AA8056'LIVERNOIS AVENUE FOR 0.9 KM (0.55 MI) TO A CROSSROAD (JEFFERSON WEST
 AA8056'AVENUE) AND ENTRANCE TO HISTORIC FORT WASHINGTON.  CONTINUE AHEAD ON
 AA8056'PAVED ROAD, PASSING A GUARD BOOTH, FOR 0.3 KM (0.20 MI) TO A STREET
 AA8056'RIGHT.  TURN RIGHT, SOUTHWEST, ON GIBBS STREET, ALONG OFFICERS ROW,
 AA8056'FOR 0.20 KM (0.10 MI) TO SHELBY STREET ON THE RIGHT, A GRAVEL LANE AND
 AA8056'STATION ON THE LEFT,  A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED
 AA8056'IN A PVC PIPE WITH LOGO CAPE SET IN A CONCRETE POST 1 CM BELOW GROUND.
 AA8056'IT IS 12.8 M (42.0 FT) SOUTHEAST OF THE CENTER OF GIBBS STREET, 14.6 M
 AA8056'(47.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF SHELBY STREET, 6.8 M
 AA8056'(22.3 FT) WEST OF THE CENTER OF A GRAVEL LANE, 18.3 M (60.0 FT)
 AA8056'SOUTH-SOUTHEAST OF A UTILITY POLE WITH YARD LIGHT, 12.4 M (40.7 FT)
 AA8056'SOUTH-SOUTHWEST OF THE SOUTHEAST POST OF SIGN  RIVERFRONT PROMENADE,
 AA8056'14 M (45.9 FT) NORTHEST OF THE BASE OF THE RIDGE, 10.4 M (34.1 FT)
 AA8056'NORTHWEST OF A METAL LIGHT POLE, AND 4.4 M (14.4 FT) SOUTH-SOUTHWEST
 AA8056'OF A FIBERGLAS WITNESS POST.
 AA8056
 AA8056                          STATION RECOVERY (1995)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA8056'RECOVERED AS DESCRIBED.
 AA8056
 AA8056                          STATION RECOVERY (1996)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8056'RECOVERED AS DESCRIBED.
 AA8056
 AA8056                          STATION RECOVERY (2002)
 AA8056
 AA8056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA8056'RECOVERED IN GOOD CONDITION.
 AA8056
 AA8056                          STATION RECOVERY (2006)
 AA8056
 AA8056'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (ARL)
 AA8056'RECOVERED AS DESCRIBED.
 AA8056
 AA8056                          STATION RECOVERY (2009)
 AA8056
 AA8056'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 AA8056'RECOVERED IN GOOD CONDITION.
 AA8056
 AA8056                          STATION RECOVERY (2011)
 AA8056
 AA8056'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AA8056'RECOVERED IN GOOD CONDITION.
 AA8056
 AA8056                          STATION RECOVERY (2015)
 AA8056
 AA8056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 AA8056'RECOVERED AS DESCRIBED
 AA8056
 AA8056                          STATION RECOVERY (2021)
 AA8056
 AA8056'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 AA8056'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 AA8056'WYANDOTTE, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF DEARBORN AND 3.6 MI (5.8
 AA8056'KM) SOUTHWEST OF DETROIT.
 AA8056'
 AA8056'TO REACH IN FORT WAYNE FROM THE INTERSECTION OF LIVERNOIS AVENUE,
 AA8056'HIGHWAY 75 AND FORT ST, PROCEED SOUTH ON LIVERNOIS AVENUE FOR
 AA8056'APPROXIMATELY 0.5 MI (0.8 KM) TO THE ENTRANCE OF HISTORIC FORT WAYNE,
 AA8056'PROCEED SOUTHEAST INTO FORT WAYNE ON BRADY ST FOR APPROXIMATELY 0.15
 AA8056'MI (0.24 KM) TO THE INTERSECTION OF BRADY AND GIBBS ST, THEN PROCEED
 AA8056'WEST-SOUTHWEST ALONG GIBBS ST FOR APPROXIMATELY O.1 MILE TO THE MARK
 AA8056'ON THE EAST SIDE OF GIBBS ST, AT THE WEST CORNER OF A PARADE GROUND,
 AA8056'AT THE NORTHWEST END OF A DIRT RIDGE, IN A SMALL GRASSY TRIANGLE
 AA8056'FORMED BY THE RIDGE, A GRAVEL LANE AND A PAVED STREET, A STAINLESS
 AA8056'STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE KICK
 AA8056'BLOCK 1 CM (0 INCH) BELOW GROUND.
 AA8056
 AA8056                          STATION RECOVERY (2022)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AA8056'RECOVERED IN GOOD CONDITION.
 AA8056
 AA8056                          STATION RECOVERY (2024)
 AA8056
 AA8056'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2024 (JMM)
 AA8056'RECOVERED IN GOOD CONDITION.
 AA8056'
 AA8056'NOTE-ADD-THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 AA8056'WYANDOTTE, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF DEARBORN AND 3.6 MI (5.8
 AA8056'KM) SOUTHWEST OF DETROIT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0582 ***********************************************************************
 PM0582  CBN         -  This is a Cooperative Base Network Control Station.
 PM0582  PACS        -  This is a Primary Airport Control Station.
 PM0582  DESIGNATION -  FORTPORT
 PM0582  PID         -  PM0582
 PM0582  STATE/COUNTY-  MI/BENZIE
 PM0582  COUNTRY     -  US
 PM0582  USGS QUAD   -  FRANKFORT (2017)
 PM0582
 PM0582                         *CURRENT SURVEY CONTROL
 PM0582  ______________________________________________________________________
 PM0582* NAD 83(2011) POSITION- 44 37 32.06265(N) 086 12 02.99612(W)   ADJUSTED
 PM0582* NAD 83(2011) ELLIP HT-   151.521 (meters)        (06/27/12)   ADJUSTED
 PM0582* NAD 83(2011) EPOCH   -  2010.00
 PM0582* NAVD 88 ORTHO HEIGHT -   186.93  (meters)      613.3   (feet) GPS OBS
 PM0582  ______________________________________________________________________
 PM0582  NAVD 88 orthometric height was determined with an earlier geoid model
 PM0582  GEOID HEIGHT    -        -35.548 (meters)                     GEOID18
 PM0582  NAD 83(2011) X  -    301,283.155 (meters)                     COMP
 PM0582  NAD 83(2011) Y  - -4,537,032.242 (meters)                     COMP
 PM0582  NAD 83(2011) Z  -  4,457,936.652 (meters)                     COMP
 PM0582  LAPLACE CORR    -          7.39  (seconds)                    DEFLEC18
 PM0582  OBS GRAVITY     -    980,520.0   (mgal)                       GRAV_OBS
 PM0582
 PM0582
 PM0582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0582  Standards:
 PM0582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0582  -------------------------------------------------------------------
 PM0582  NETWORK    1.07   2.90           0.50   0.34   1.48     -0.17126462
 PM0582  -------------------------------------------------------------------
 PM0582  Click here for local accuracies and other accuracy information.
 PM0582
 PM0582.This mark is at Frankfort City-Co Airport (3D4)
 PM0582
 PM0582.The horizontal coordinates were established by GPS observations
 PM0582.and adjusted by the National Geodetic Survey in June 2012.
 PM0582
 PM0582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0582.been affixed to the stable North American tectonic plate. See 
 PM0582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0582
 PM0582.The horizontal coordinates are valid at the epoch date displayed above
 PM0582.which is a decimal equivalence of Year/Month/Day.
 PM0582
 PM0582.The orthometric height was determined by GPS observations and a
 PM0582.high-resolution geoid model.
 PM0582
 PM0582.GPS derived orthometric heights for airport stations designated as
 PM0582.PACS or SACS are published to 2 decimal places.  This maintains
 PM0582.centimeter relative accuracy between the PACS and SACS.  It does
 PM0582.not indicate centimeter accuracy relative to other marks which are
 PM0582.part of the published vertical control network.
 PM0582
 PM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0582.GEOID18 height accuracy estimate available here.
 PM0582
 PM0582.Click photographs - Photos may exist for this station.
 PM0582
 PM0582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0582
 PM0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0582
 PM0582.The ellipsoidal height was determined by GPS observations
 PM0582.and is referenced to NAD 83.
 PM0582
 PM0582.The observed gravity was obtained from relative gravimeter ties
 PM0582.to the IGSN71 gravity network.
 PM0582
 PM0582. The following values were computed from the NAD 83(2011) position.
 PM0582
 PM0582;                    North         East     Units Scale Factor Converg.
 PM0582;SPC MI C     -   147,091.533 5,854,465.944   MT  0.99992801   -1 17 44.4
 PM0582;SPC MI C     -   482,583.77 19,207,565.43   iFT  0.99992801   -1 17 44.4
 PM0582;UTM  16      - 4,941,668.260   563,395.551   MT  0.99964942   +0 33 41.1
 PM0582
 PM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0582!SPC MI C     -   0.99997624  x   0.99992801  =   0.99990425
 PM0582!UTM  16      -   0.99997624  x   0.99964942  =   0.99962567
 PM0582
 PM0582:                Primary Azimuth Mark                     Grid Az
 PM0582:SPC MI C     -  FORTPORT AZ MK                           140 48 12.4
 PM0582:UTM  16      -  FORTPORT AZ MK                           138 56 46.9
 PM0582
 PM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6339541668(NAD 83)
 PM0582
 PM0582|---------------------------------------------------------------------|
 PM0582| PID    Reference Object                     Distance      Geod. Az  |
 PM0582|                                                           dddmmss.s |
 PM0582| PM0583 FORTPORT AZ MK                      458.896 METERS 1393028.0 |
 PM0582|---------------------------------------------------------------------|
 PM0582
 PM0582                          SUPERSEDED SURVEY CONTROL
 PM0582
 PM0582  NAD 83(2007)-  44 37 32.06265(N)    086 12 02.99726(W) AD(2002.00) 0
 PM0582  ELLIP H (02/10/07)  151.554  (m)                       GP(2002.00)    
 PM0582  ELLIP H (07/12/02)  151.535  (m)                       GP(       ) 4 2
 PM0582  NAD 83(1994)-  44 37 32.06270(N)    086 12 02.99683(W) AD(       ) B
 PM0582  ELLIP H (09/20/95)  151.574  (m)                       GP(       ) 1 2
 PM0582  NAD 83(1986)-  44 37 32.06479(N)    086 12 03.00427(W) AD(       ) 1
 PM0582  NAD 83(1986)-  44 37 32.06199(N)    086 12 02.99568(W) AD(       ) 3
 PM0582  NAVD 88 (09/30/91)  186.93   (m)  UNKNOWN  model used  GPS OBS        
 PM0582  NGVD 29 (12/10/93)  187.23   (m)  GEOID93  model used  GPS OBS        
 PM0582  NGVD 29 (03/27/91)  186.21   (m)  OSU 89B  model used  GPS OBS        
 PM0582
 PM0582.Superseded values are not recommended for survey control.
 PM0582
 PM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0582.See file dsdata.pdf to determine how the superseded data were derived.
 PM0582
 PM0582_MARKER: I = METAL ROD
 PM0582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0582_STAMPING: FORTPORT 1989
 PM0582_MARK LOGO: NGS
 PM0582_PROJECTION: FLUSH
 PM0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0582+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 PM0582_ROD/PIPE-DEPTH: 19.5 meters
 PM0582_SLEEVE-DEPTH  : 0.9 meters
 PM0582
 PM0582  HISTORY     - Date     Condition        Report By
 PM0582  HISTORY     - 1989     MONUMENTED       NGS
 PM0582  HISTORY     - 19910715 GOOD             NGS
 PM0582  HISTORY     - 19921024 GOOD             HOLDEN
 PM0582  HISTORY     - 19930622 GOOD             NOS
 PM0582  HISTORY     - 19940412 GOOD             NGS
 PM0582  HISTORY     - 19960816 GOOD             USPSQD
 PM0582  HISTORY     - 20040525 GOOD             ROWEIN
 PM0582  HISTORY     - 20071130 GOOD             INDIV
 PM0582  HISTORY     - 20131022 GOOD             ADVGEO
 PM0582
 PM0582                          STATION DESCRIPTION
 PM0582
 PM0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PM0582'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF FRANKFORT,
 PM0582'AT THE FRANKFORT CITY-COUNTY AIRPORT, IN THE EAST ANGLE OF THE
 PM0582'JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 PM0582'FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET,
 PM0582'FRANKFORT MI 49635.  PHONE IS (616) 352-7117 OR HOME (616) 352-4362.
 PM0582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0582'FRANKFORT, GO EAST FOR 1.2 KM (0.75 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0582'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.70 MI) ON AIRPORT
 PM0582'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS ON
 PM0582'THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.
 PM0582'TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND ON A
 PM0582'CONNECTING TAXIWAY TO THE STATION ON THE LEFT, JUST BEFORE REACHING
 PM0582'THE RUNWAY.
 PM0582'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PM0582'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 19.5 METERS IN A
 PM0582'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 PM0582'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PM0582'LOCATED 28.1 M (92.2 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 PM0582'OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 17.9 M
 PM0582'(58.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY
 PM0582'AND 16.6 M (54.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 PM0582'NOTE-AIRPORT IS UNATTENDED.
 PM0582'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0582
 PM0582                          STATION RECOVERY (1991)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PM0582'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHEAST OF FRANKFORT,
 PM0582'AT THE FRANKFORT CITY-COUNTY AIRPORT, IN THE EAST ANGLE OF THE
 PM0582'JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 PM0582'FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET,
 PM0582'FRANKFORT, MI. 49635. PHONE (616) 352-7117 OR HOME 352-4362.
 PM0582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0582'FRANKFORT, GO EAST FOR 1.2 KM (0.7 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0582'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.7 MI) ON AIRPORT
 PM0582'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS
 PM0582'ON THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE
 PM0582'LEFT. TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND
 PM0582'ON A CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 PM0582'REACHING THE RUNWAY.
 PM0582'LOCATED 28.1 M (92.2 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 PM0582'OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 17.9 M
 PM0582'(58.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY
 PM0582'AND 16.6 M (54.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582
 PM0582                          STATION RECOVERY (1992)
 PM0582
 PM0582'RECOVERY NOTE BY HOLDEN GPS 1992
 PM0582'STATION IS LOCATED IN QUAD. 440861.  IT IS IN THE SOUTHEAST 1/4 OF
 PM0582'SECTION 26, T-26-N, 4-16-W, CRYSTAL LAKE TOWNSHIP, AND ON THE
 PM0582'FRANKFORT QUADRANGLE MAP.  ABOUT 1.5 MILES (2.4 KM) SOUTHEAST OF
 PM0582'FRANKFORT, IN THE EAST ANGLE OF THE JUNCTION OF THE RUNWAY AND A
 PM0582'CONNECTING TAXIWAY.  OWNERSHIP---CITY OF FRANKFORT, C/O AIRPORT
 PM0582'MANAGER ROGER REICHEL, 412 MAIN STREET, FRANKFORT, MI. 49635.  PHONE
 PM0582'NO. IS (616)352-4362.
 PM0582'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND M-115 IN
 PM0582'FRANKFORT, GO EAST ON M-115 FOR 0.75 MILES (1.21 KM) TO A PAVED ROAD
 PM0582'RIGHT. TURN RIGHT AND GO SOUTHERLY ON AIRPORT ROAD FOR 0.7 MILES
 PM0582'(1.1 KM) TO A PAVED DRIVE RIGHT.  TURN RIGHT ON THE AIRPORT ENTRANCE
 PM0582'DRIVE AND GO SOUTH FOR ABOUT 100 FEET (30.5 M) TO AN APRON AND THE
 PM0582'AIRPORT OFFICE LEFT.  TURN RIGHT AND SOUTHWEST ACROSS APRON FOR ABOUT
 PM0582'262 FEET (79.9 M) TO A CONNECTING TAXIWAY AND FOLLOW THE TAXIWAY TO
 PM0582'STATION ON LEFT JUST BEFORE REACHING THE RUNWAY.
 PM0582'THE STATION IS 92.2 FEET (28.1 M) EAST FROM THE JUNCTION OF THE
 PM0582'NORTHEAST EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY,
 PM0582'58.7 FEET (17.9 M) SOUTHEAST FORM THE SOUTHEAST EDGE OF A CONNECTING
 PM0582'TAXIWAY AND 54.5 FEET (16.6 M) NORTHEAST FROM THE NORTHEAST EDGE OF
 PM0582'THE RUNWAY.
 PM0582'NOTE - THIS AIRPORT IS UN-ATTENDED AND ACCORDING TO MR. WITTMAN AS OF
 PM0582'THIS DATE THE RUNWAY IS SUPPOSE TO BE WIDENED TO 100 FEET (30.5 M)
 PM0582'SOMETIME IN THE NEAR FUTURE.
 PM0582'ACCESS TO DATUM POINT IS HAD THROUGH THE 5-INCH LOGO CAP.
 PM0582
 PM0582                          STATION RECOVERY (1993)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 PM0582'RECOVERED IN GOOD CONDITION.
 PM0582
 PM0582                          STATION RECOVERY (1994)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PM0582'NOTE--CALL IN ADVANCE 616-352-7117 TO MAKE ARRANGEMENTS TO GET ONTO
 PM0582'AIRPORT PROPERTY.  ROGER REICHEL WAS AIRPORT MANAGER AT THIS TIME.
 PM0582'STATION IS LOCATED IN QUAD 440861, ABOUT 1.5 MI (2.4 KM) SOUTHEAST
 PM0582'FROM FRANKFORT, AT THE FRANKFORT CITY-CO AIRPORT, IN THE EAST ANGLE OF
 PM0582'THE JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY, NEAR THE LINE
 PM0582'BETWEEN SECTIONS 25 AND 26, T 25 N, R 15 W, CRYSTAL LAKE TOWNSHIP.
 PM0582'OWNERSHIP--CITY OF FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412
 PM0582'MAIN STREET, FRANKFORT MI 49635, PHONE 616-352-7117 OR HOME
 PM0582'616-352-4362.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PM0582'HIGHWAYS 22 AND 115 IN FRANKFORT, GO EAST FOR 0.7 MI (1.1 KM) ON
 PM0582'HIGHWAY 115 TO A PAVED ROAD RIGHT, AIRPORT ROAD.  TURN RIGHT AND GO
 PM0582'SOUTHERLY FOR 0.7 MI (1.1 KM) ON AIRPORT ROAD TO A PAVED DRIVE RIGHT.
 PM0582'TURN RIGHT AND GO SOUTH FOR 30 M (98.4 FT) ON THE AIRPORT ENTRANCE
 PM0582'DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.  TURN RIGHT AND GO
 PM0582'SOUTHWEST FOR 80 M (262.5 FT) ACROSS THE APRON AND ON A CONNECTING
 PM0582'TAXIWAY TO THE STATION ON THE LEFT, BEFORE REACHING THE RUNWAY.
 PM0582'STATION IS 92.2 FT (28.1 M) EAST FROM THE JUNCTION OF THE NORTHEAST
 PM0582'EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 58.7 FT
 PM0582'(17.9 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY,
 PM0582'AND 54.5 FT (16.6 M) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582
 PM0582                          STATION RECOVERY (1996)
 PM0582
 PM0582'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0582'RECOVERED IN GOOD CONDITION.
 PM0582
 PM0582                          STATION RECOVERY (2004)
 PM0582
 PM0582'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 PM0582'AIRPORT NUMBER HAS CHANGED.  THE NEW NUMBER IS 231-352-6665.  ROGER
 PM0582'REICHEL IS NO LONGER THE AIRPORT MANAGER.  THE AIRPORT OFFICE HAS BEEN
 PM0582'RELOCATED TO NEAR TAXIWAY C.  STATION IS 58.7 FT SOUTHEAST FROM THE
 PM0582'SOUTHEAST EDGE OF CONNECTING TAXIWAY D AND 54.5 FT NORTHEAST FORM THE
 PM0582'NORTHEAST EDGE OF THE RUNWAY.
 PM0582
 PM0582                          STATION RECOVERY (2007)
 PM0582
 PM0582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MPS)
 PM0582'RECOVERED IN GOOD CONDITION.
 PM0582
 PM0582                          STATION RECOVERY (2013)
 PM0582
 PM0582'RECOVERY NOTE BY ADVANCED GEOMATICS 2013 (MAF)
 PM0582'AIRPORT NUMBER IS NOW 231.352.9118, MANAGER IS JAY, CELL IS
 PM0582'231.383.2518
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0583 ***********************************************************************
 PM0583  DESIGNATION -  FORTPORT AZ MK
 PM0583  PID         -  PM0583
 PM0583  STATE/COUNTY-  MI/BENZIE
 PM0583  COUNTRY     -  US
 PM0583  USGS QUAD   -  ELBERTA (2017)
 PM0583
 PM0583                         *CURRENT SURVEY CONTROL
 PM0583  ______________________________________________________________________
 PM0583* NAD 83(1994) POSITION- 44 37 20.75856(N) 086 11 49.48153(W)   NO CHECK
 PM0583* NAD 83(1994) ELLIP HT-   148.461 (meters)        (07/17/02)   NO CHECK
 PM0583* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) GPS OBS
 PM0583  ______________________________________________________________________
 PM0583  NAVD 88 orthometric height was determined with an earlier geoid model
 PM0583  GEOID HEIGHT    -        -35.533 (meters)                     GEOID18
 PM0583  NAD 83(1994) X  -    301,596.536 (meters)                     COMP
 PM0583  NAD 83(1994) Y  - -4,537,254.894 (meters)                     COMP
 PM0583  NAD 83(1994) Z  -  4,457,686.149 (meters)                     COMP
 PM0583  LAPLACE CORR    -          7.17  (seconds)                    DEFLEC18
 PM0583  HORZ ORDER      -  FIRST
 PM0583  ELLP ORDER      -  FOURTH    CLASS I
 PM0583
 PM0583.This mark is at Frankfort City-Co Airport (3D4)
 PM0583
 PM0583.The horizontal coordinates were established by GPS observations
 PM0583.and adjusted by the National Geodetic Survey in February 1997.
 PM0583
 PM0583.No horizontal observational check was made to the station.
 PM0583
 PM0583.The orthometric height was determined by GPS observations and a
 PM0583.high-resolution geoid model.
 PM0583
 PM0583.No vertical observational check was made to the station.
 PM0583
 PM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0583.GEOID18 height accuracy estimate available here.
 PM0583
 PM0583.Click photographs - Photos may exist for this station.
 PM0583
 PM0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0583
 PM0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0583
 PM0583.The ellipsoidal height was determined by GPS observations
 PM0583.and is referenced to NAD 83.
 PM0583
 PM0583. The following values were computed from the NAD 83(1994) position.
 PM0583
 PM0583;                    North         East     Units Scale Factor Converg.
 PM0583;SPC MI C     -   146,735.984 5,854,755.890   MT  0.99992831   -1 17 34.9
 PM0583;SPC MI C     -   481,417.27 19,208,516.70   iFT  0.99992831   -1 17 34.9
 PM0583;UTM  16      - 4,941,322.391   563,696.782   MT  0.99964989   +0 33 50.5
 PM0583
 PM0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0583!SPC MI C     -   0.99997672  x   0.99992831  =   0.99990503
 PM0583!UTM  16      -   0.99997672  x   0.99964989  =   0.99962662
 PM0583
 PM0583:                Primary Azimuth Mark                     Grid Az
 PM0583:SPC MI C     -  FORTPORT                                 320 48 12.4
 PM0583:UTM  16      -  FORTPORT                                 318 56 47.0
 PM0583
 PM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6369641322(NAD 83)
 PM0583
 PM0583|---------------------------------------------------------------------|
 PM0583| PID    Reference Object                     Distance      Geod. Az  |
 PM0583|                                                           dddmmss.s |
 PM0583| PM0582 FORTPORT                            458.896 METERS 3193037.5 |
 PM0583|---------------------------------------------------------------------|
 PM0583
 PM0583                          SUPERSEDED SURVEY CONTROL
 PM0583
 PM0583  ELLIP H (02/03/97)  148.555  (m)                       GP(       ) 4 1
 PM0583  NAD 83(1986)-  44 37 20.75871(N)    086 11 49.48744(W) AD(       ) 1
 PM0583  NAD 83(1986)-  44 37 20.75509(N)    086 11 49.47841(W) AD(       ) 3
 PM0583  NGVD 29 (03/27/91)  183.3    (m)  OSU 89B  model used  GPS OBS        
 PM0583
 PM0583.Superseded values are not recommended for survey control.
 PM0583
 PM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0583.See file dsdata.pdf to determine how the superseded data were derived.
 PM0583
 PM0583_MARKER: I = METAL ROD
 PM0583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0583_STAMPING: FORTPORT AZ MK 1989
 PM0583_MARK LOGO: NGS
 PM0583_PROJECTION: FLUSH
 PM0583_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0583+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 PM0583_ROD/PIPE-DEPTH: 18.3 meters
 PM0583_SLEEVE-DEPTH  : 0.9 meters
 PM0583
 PM0583  HISTORY     - Date     Condition        Report By
 PM0583  HISTORY     - 1989     MONUMENTED       NGS
 PM0583  HISTORY     - 19920910 GOOD             MIDT
 PM0583  HISTORY     - 19960816 GOOD             USPSQD
 PM0583
 PM0583                          STATION DESCRIPTION
 PM0583
 PM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PM0583'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF FRANKFORT,
 PM0583'AT THE FRANKFORT CITY-COUNTY AIRPORT, ALONG THE NORTHEAST EDGE, NEAR
 PM0583'THE SOUTHEAST END OF THE RUNWAY.  OWNERSHIP---CITY OF FRANKFORT,
 PM0583'C/OAIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET, FRANKFORT MI 49635.
 PM0583'PHONE IS (616) 352-7117 OR HOME (616) 352-4362.
 PM0583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0583'FRANKFORT, GO EAST FOR 1.2 KM (0.75 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0583'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.70 MI) ON AIRPORT
 PM0583'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS ON
 PM0583'THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.
 PM0583'TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND ON A
 PM0583'CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.5
 PM0583'KM (0.30 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE
 PM0583'REACHING THE END OF THE RUNWAY.
 PM0583'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PM0583'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.3 METERS IN A
 PM0583'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 PM0583'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PM0583'LOCATED 37.1 M (121.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 PM0583'PAVED TURN-AROUND, 18.6 M (61.0 FT) NORTH-NORTHWEST FROM THE JUNCTION
 PM0583'OF THE NORTHEAST EDGE OF THE RUNWAY AND THE ANGLING NORTH EDGE OF A
 PM0583'PAVED TURN-AROUND AND 15.5 M (50.9 FT) NORTHEAST FROM THE NORTHEAST
 PM0583'EDGE OF THE RUNWAY.
 PM0583'DESCRIBED BY K.L. FANCHER  (TYPED  BY KLF).
 PM0583'NOTE-AIRPORT IS UNATTENDED.
 PM0583'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0583
 PM0583                          STATION RECOVERY (1992)
 PM0583
 PM0583'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PM0583'STATION IS LOCATED IN QUAD 440861, ON THE FRANKFORT QUADRANGLE MAP. IT
 PM0583'IS IN THE SOUTHEAST 1/4 OF SECTION 26, T-26-N, R-16-W, CRYSTAL LAKE
 PM0583'TOWNSHIP. STATION IS ABOUT 1.4 MI (2.3 KM) EAST-NORTHEAST OF ELBERTA,
 PM0583'ABOUT 2.2 MI (3.5 KM) EAST-SOUTHEAST OF FRANKFORT AND ABOUT 5.0 MILES
 PM0583'(8.0 KM) WEST OF BEULAH. IT IS LOCATED AT THE FRANKFORT CITY-COUNTY
 PM0583'AIRPORT, ALONG THE NORTHEAST EDGE AND NEAR THE SOUTHEAST END OF THE
 PM0583'RUNWAY.  OWNERSHIP - CITY OF FRANKFORT, C/O AIRPORT MANAGER ROGER
 PM0583'REICHEL, 412 MAIN STREET, FRANKFORT, MI 49635. PHONE IS (616)
 PM0583'352-7117 OR HOME (616) 352-4362.
 PM0583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PM0583'M-115 IN FRANKFORT, GO EAST FOR 0.75 MI (1.21 KM) ALONG M-115 TO A
 PM0583'PAVED ROAD RIGHT. TURN RIGHT AND GO SOUTHERLY FOR 0.7 MI (1.1 KM)
 PM0583'ALONG AIRPORT ROAD TO PAVED DRIVE ON RIGHT. TURN RIGHT AND GO SOUTH
 PM0583'FOR 98.4 FT (30.0 M) ALONG THE AIRPORT ENTRANCE DRIVE TO A BITUMINOUS
 PM0583'APRON AND AIRPORT OFFICE ON THE LEFT. TURN RIGHT AND GO FOR 265.5 FT
 PM0583'(80.9 M) ACROSS APRON AND ONTO CONNECTING TAXIWAY TO RUNWAY. TURN
 PM0583'LEFT AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) ALONG THE RUNWAY TO JUST
 PM0583'BEFORE REACHING ITS END AND THE STATION ON THE LEFT, AS DESCRIBED.
 PM0583'ACCORDING TO THE 1989 DESCRIPTION, THE STATION IS THE TOP OF A
 PM0583'STAINLESS STEEL ROD RECESSED 0.26 FT (7.92 CM) BELOW GROUND, DRIVEN
 PM0583'TO SLOW TIME MET AT A DEPTH OF 60.0 FT (18.3 M) IN A GREASE FILLED
 PM0583'SLEEVE EXTENDING TO A DEPTH OF 3.0 FT (0.9 M) ENCASED IN A PVC PIPE,
 PM0583'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED
 PM0583'121.7 FT (37.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF A PAVED
 PM0583'TURN-AROUND, 61.0 FT (18.6 M) NORTH-NORTHWEST FROM THE JUNCTION OF
 PM0583'THE NORTHEAST EDGE OF THE RUNWAY WITH THE ANGLING EDGE OF THE PAVED
 PM0583'TURN-AROUND AND 50.9 FT (15.5 M) NORTHEAST FROM THE NORTHEAST EDGE OF
 PM0583'THE RUNWAY. THERE IS NO SIGN POST MARKING LOCATION.
 PM0583'NOTE - AIRPORT IS UNATTENDED.
 PM0583'NOTE - ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0583'NOTE - ACCORDING TO MR. WITTMAN ON 09/24/92, RUNWAY IS SUPPOSE TO BE
 PM0583'WIDENED TO 100 FEET (30.5 M) SOMETIME IN THE NEAR FUTURE.
 PM0583
 PM0583                          STATION RECOVERY (1996)
 PM0583
 PM0583'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0313 ***********************************************************************
 QJ0313  DESIGNATION -  FORTY MILE POINT
 QJ0313  PID         -  QJ0313
 QJ0313  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0313  COUNTRY     -  US
 QJ0313  USGS QUAD   -  MOLTKE (2017)
 QJ0313
 QJ0313                         *CURRENT SURVEY CONTROL
 QJ0313  ______________________________________________________________________
 QJ0313* NAD 83(1994) POSITION- 45 28 50.16790(N) 083 54 30.65121(W)   ADJUSTED
 QJ0313* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 QJ0313  ______________________________________________________________________
 QJ0313  GEOID HEIGHT    -        -36.794 (meters)                     GEOID18
 QJ0313  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 QJ0313  HORZ ORDER      -  THIRD
 QJ0313
 QJ0313.The horizontal coordinates were established by classical geodetic methods
 QJ0313.and adjusted by the National Geodetic Survey in February 1997.
 QJ0313
 QJ0313.The orthometric height was scaled from a topographic map.
 QJ0313
 QJ0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0313.GEOID18 height accuracy estimate available here.
 QJ0313
 QJ0313.Click photographs - Photos may exist for this station.
 QJ0313
 QJ0313.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0313
 QJ0313. The following values were computed from the NAD 83(1994) position.
 QJ0313
 QJ0313;                    North         East     Units Scale Factor Converg.
 QJ0313;SPC MI C     -   240,561.662 6,035,818.858   MT  0.99995666   +0 19 25.1
 QJ0313;SPC MI C     -   789,244.30 19,802,555.31   iFT  0.99995666   +0 19 25.1
 QJ0313;UTM  17      - 5,040,456.939   272,690.593   MT  1.00023532   -2 04 28.9
 QJ0313
 QJ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0313!SPC MI C     -   0.99997646  x   0.99995666  =   0.99993312
 QJ0313!UTM  17      -   0.99997646  x   1.00023532  =   1.00021177
 QJ0313
 QJ0313:                Primary Azimuth Mark                     Grid Az
 QJ0313:SPC MI C     -  HAMMOND                                  275 55 01.9
 QJ0313:UTM  17      -  HAMMOND                                  278 18 55.9
 QJ0313
 QJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7269040456(NAD 83)
 QJ0313
 QJ0313|---------------------------------------------------------------------|
 QJ0313| PID    Reference Object                     Distance      Geod. Az  |
 QJ0313|                                                           dddmmss.s |
 QJ0313| QK0606 HAMMOND                             APPROX.10.0 KM 2761427.0 |
 QJ0313|---------------------------------------------------------------------|
 QJ0313
 QJ0313                          SUPERSEDED SURVEY CONTROL
 QJ0313
 QJ0313  NAD 83(1986)-  45 28 50.15912(N)    083 54 30.65226(W) AD(       ) 3
 QJ0313  NAD 27      -  45 28 50.08100(N)    083 54 30.57000(W) AD(       ) 3
 QJ0313
 QJ0313.Superseded values are not recommended for survey control.
 QJ0313
 QJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0313.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0313
 QJ0313_MARKER: S = SPIKE
 QJ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0313+STABILITY: SURFACE MOTION
 QJ0313
 QJ0313  HISTORY     - Date     Condition        Report By
 QJ0313  HISTORY     - 1903     MONUMENTED       USLS
 QJ0313  HISTORY     - 1956     MARK NOT FOUND   USLS
 QJ0313  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 QJ0313  HISTORY     - 20070411 MARK NOT FOUND   INDIV
 QJ0313
 QJ0313                          STATION DESCRIPTION
 QJ0313
 QJ0313'DESCRIBED BY US LAKE SURVEY 1903
 QJ0313'ON FORTY MILE POINT, ON EAST SIDE OF HAMMOND BAY, ON WEST SIDE OF
 QJ0313'LAKE HURON, NEAR EASTERN
 QJ0313'END OF HIGHEST SAND HILL, 738 METERS (2,421 FEET) SOUTHEAST OF
 QJ0313'LIGHTHOUSE, ABOUT 300 METERS (984
 QJ0313'FEET) FROM BEACH, AND 92 METERS (302 FEET) NORTHEAST
 QJ0313'OF ROAD TO LIGHTHOUSE.  MARKED BY SPIKE
 QJ0313'IN CONCRETE MONUMENT AT FOOT OF 16-INCH
 QJ0313'NORWAY PINE STUB BLAZED ON BOTH SIDES.
 QJ0313
 QJ0313                          STATION RECOVERY (1956)
 QJ0313
 QJ0313'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0313'AN INVERSE WAS COMPUTED FROM TRIANGULATION STATION HOEFT AND A
 QJ0313'TRAVERSE RUN TO THE COMPUTED
 QJ0313'POINT FOR FORTY MILE POINT (USLS).  THE END OF THE SANDY RIDGE WAS
 QJ0313'DUG OFF NEAR THE PINE TREE MENTIONED
 QJ0313'IN THE ORIGINAL DESCRIPTION BUT THE OLD STATION WAS NOT RECOVERED.
 QJ0313
 QJ0313                          STATION RECOVERY (1999)
 QJ0313
 QJ0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0313'MARK NOT FOUND.
 QJ0313
 QJ0313                          STATION RECOVERY (2007)
 QJ0313
 QJ0313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CHH)
 QJ0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0309 ***********************************************************************
 QJ0309  DESIGNATION -  FORTY MILE POINT LIGHTHOUSE
 QJ0309  PID         -  QJ0309
 QJ0309  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0309  COUNTRY     -  US
 QJ0309  USGS QUAD   -  MOLTKE (2017)
 QJ0309
 QJ0309                         *CURRENT SURVEY CONTROL
 QJ0309  ______________________________________________________________________
 QJ0309* NAD 83(1994) POSITION- 45 29 10.28396(N) 083 54 49.07091(W)   ADJUSTED
 QJ0309  ______________________________________________________________________
 QJ0309  GEOID HEIGHT    -        -36.794 (meters)                     GEOID18
 QJ0309  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 QJ0309  HORZ ORDER      -  THIRD
 QJ0309
 QJ0309.The horizontal coordinates were established by classical geodetic methods
 QJ0309.and adjusted by the National Geodetic Survey in February 1997.
 QJ0309
 QJ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0309.GEOID18 height accuracy estimate available here.
 QJ0309
 QJ0309.Click photographs - Photos may exist for this station.
 QJ0309
 QJ0309.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0309
 QJ0309. The following values were computed from the NAD 83(1994) position.
 QJ0309
 QJ0309;                    North         East     Units Scale Factor Converg.
 QJ0309;SPC MI C     -   241,180.413 6,035,415.374   MT  0.99995758   +0 19 12.1
 QJ0309;SPC MI C     -   791,274.32 19,801,231.54   iFT  0.99995758   +0 19 12.1
 QJ0309;UTM  17      - 5,041,092.211   272,313.250   MT  1.00023743   -2 04 42.8
 QJ0309
 QJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7231341092(NAD 83)
 QJ0309
 QJ0309                          SUPERSEDED SURVEY CONTROL
 QJ0309
 QJ0309  NAD 83(1986)-  45 29 10.27387(N)    083 54 49.07060(W) AD(       ) 3
 QJ0309  NAD 27      -  45 29 10.22800(N)    083 54 49.06300(W) AD(       ) 3
 QJ0309
 QJ0309.Superseded values are not recommended for survey control.
 QJ0309
 QJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0309.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0309
 QJ0309_MARKER: 13 = LIGHTHOUSE
 QJ0309
 QJ0309  HISTORY     - Date     Condition        Report By
 QJ0309  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0309  HISTORY     - 19990830 GOOD             USPSQD
 QJ0309
 QJ0309                          STATION DESCRIPTION
 QJ0309
 QJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0309'THE STATION IS ABOUT 7 MILES NORTHWEST OF ROGERS CITY ON THE
 QJ0309'NORTH POINT OF THE
 QJ0309'MAINLAND.  THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE
 QJ0309'LIGHTHOUSE.  THE STATION IS A WHITE
 QJ0309'SQUARE BRICK TOWER ON DWELLING WITH A OCCULTING WHITE
 QJ0309'LIGHT AT THE TOP OF THE TOWER.  THE LIGHT ABOVE LOW
 QJ0309'WATER IS 66 FEET.
 QJ0309'
 QJ0309'THE STATION IS LISTED AS NUMBER 822 FORTY-MILE POINT IN THE GREAT
 QJ0309'LAKES LIGHT LIST MANUAL CG-159.
 QJ0309
 QJ0309                          STATION RECOVERY (1999)
 QJ0309
 QJ0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0559 ***********************************************************************
 QL0559  DESIGNATION -  FOSTER
 QL0559  PID         -  QL0559
 QL0559  STATE/COUNTY-  MI/DICKINSON
 QL0559  COUNTRY     -  US
 QL0559  USGS QUAD   -  FOSTER CITY (2017)
 QL0559
 QL0559                         *CURRENT SURVEY CONTROL
 QL0559  ______________________________________________________________________
 QL0559* NAD 83(1994) POSITION- 45 57 33.95659(N) 087 42 40.99403(W)   ADJUSTED
 QL0559* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 QL0559  ______________________________________________________________________
 QL0559  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 QL0559  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 QL0559  HORZ ORDER      -  FIRST
 QL0559
 QL0559.The horizontal coordinates were established by classical geodetic methods
 QL0559.and adjusted by the National Geodetic Survey in February 1997.
 QL0559
 QL0559.The orthometric height was scaled from a topographic map.
 QL0559
 QL0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0559.GEOID18 height accuracy estimate available here.
 QL0559
 QL0559.Click photographs - Photos may exist for this station.
 QL0559
 QL0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0559
 QL0559. The following values were computed from the NAD 83(1994) position.
 QL0559
 QL0559;                    North         East     Units Scale Factor Converg.
 QL0559;SPC MI N     -   130,963.973 7,944,858.551   MT  0.99991892   -0 30 51.1
 QL0559;SPC MI N     -   429,671.83 26,065,808.89   iFT  0.99991892   -0 30 51.1
 QL0559;UTM  16      - 5,089,786.174   444,875.443   MT  0.99963736   -0 30 41.0
 QL0559
 QL0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0559!SPC MI N     -   0.99994879  x   0.99991892  =   0.99986771
 QL0559!UTM  16      -   0.99994879  x   0.99963736  =   0.99958617
 QL0559
 QL0559:                Primary Azimuth Mark                     Grid Az
 QL0559:SPC MI N     -  FOSTER AZ MK                             284 47 18.1
 QL0559:UTM  16      -  FOSTER AZ MK                             284 47 08.0
 QL0559
 QL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4487589786(NAD 83)
 QL0559
 QL0559|---------------------------------------------------------------------|
 QL0559| PID    Reference Object                     Distance      Geod. Az  |
 QL0559|                                                           dddmmss.s |
 QL0559| CJ4969 FOSTER RM 1                          25.230 METERS 02100     |
 QL0559| CJ4970 FOSTER RM 2                          25.815 METERS 27931     |
 QL0559| CJ4968 FOSTER AZ MK                                       2841627.0 |
 QL0559|---------------------------------------------------------------------|
 QL0559
 QL0559                          SUPERSEDED SURVEY CONTROL
 QL0559
 QL0559  NAD 83(1986)-  45 57 33.95460(N)    087 42 40.98957(W) AD(       ) 1
 QL0559  NAD 27      -  45 57 34.11600(N)    087 42 40.51300(W) AD(       ) 1
 QL0559
 QL0559.Superseded values are not recommended for survey control.
 QL0559
 QL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0559.See file dsdata.pdf to determine how the superseded data were derived.
 QL0559
 QL0559_MARKER: DS = TRIANGULATION STATION DISK
 QL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0559_STAMPING: FOSTER 1954
 QL0559_MARK LOGO: CGS
 QL0559_PROJECTION: FLUSH
 QL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0559+STABILITY: SURFACE MOTION
 QL0559
 QL0559  HISTORY     - Date     Condition        Report By
 QL0559  HISTORY     - 1954     MONUMENTED       CGS
 QL0559
 QL0559                          STATION DESCRIPTION
 QL0559
 QL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0559'STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF NORWAY, ABOUT 1 MILE
 QL0559'EAST-SOUTHEAST OF THE VILLAGE OF FOSTER CITY, ABOUT 1/2 MILE SOUTHWEST
 QL0559'OF THE VILLAGE OF HARDWOOD, AND ABOUT 17.0 MILES EAST SOUTHEAST OF THE
 QL0559'VILLAGE OF RANDVILLE.  IT IS 29 FEET WEST OF THE EDGE OF THE WOODS, 26
 QL0559'FEET NORTHWEST OF TWIN MAPLE TREES, AND 5 FEET NORTH OF A WITNESS
 QL0559'POST.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED FOSTER 1954.
 QL0559'
 QL0559'REFERENCE MARK NO. 1 IS SET AT THE NORTHEAST EDGE OF CLEARING.  THE
 QL0559'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOSTER NO 1 1954.
 QL0559'
 QL0559'REFERENCE MARK NO. 2 IS SET AT THE WEST EDGE OF CLEARING.  THE MARK
 QL0559'PROJECTS 6 INCHES AND THE DISK IS STAMPED FOSTER NO 2 1954.
 QL0559'
 QL0559'AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 2
 QL0559'FEET NORTHEAST OF GATE POST, 1 FOOT EAST OF FENCELINE, AND 2 FEET
 QL0559'SOUTH OF WINTESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QL0559'STAMPED FOSTER 1954.
 QL0559'
 QL0559'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 95 AND 69 IN THE
 QL0559'VILLAGE OF RANDVILLE, GO EASTERLY ON STATE HIGHWAY NO. 69 FOR ABOUT
 QL0559'16.0 MILES TO THE VILLAGE OF FOSTER CITY.  CONTINUE EASTERLY ON STATE
 QL0559'HIGHWAY NO. 69 FOR 0.8 TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QL0559'SOUTHERLY FOR 0.05 MILE TO SIDE ROAD LEFT, JUST AFTER CROSSING
 QL0559'RAILROAD TRACKS.  TURN LEFT AND GO EASTERLY FOR 0.5 MILE TO T ROAD
 QL0559'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.2 MILE TO AZIMUTH MARK ON
 QL0559'RIGHT AT CURVE IN ROAD.  TURN LEFT AND FOLLOW ROAD SOUTHEASTERLY FOR
 QL0559'0.15 MILE TO GATE AT FARM HOUSE.  PASS THROUGH GATE AND CONTINUE
 QL0559'NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO TOP OF WOODED HILL AND
 QL0559'STATION AS DESCRIBED.
 QL0559'
 QL0559'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0587 ***********************************************************************
 QK0587  DESIGNATION -  FOURTEEN FOOT SHOAL LIGHT
 QK0587  PID         -  QK0587
 QK0587  STATE/COUNTY-  MI/CHEBOYGAN
 QK0587  COUNTRY     -  US
 QK0587  USGS QUAD   -  CHEBOYGAN (2017)
 QK0587
 QK0587                         *CURRENT SURVEY CONTROL
 QK0587  ______________________________________________________________________
 QK0587* NAD 83(1994) POSITION- 45 40 47.57138(N) 084 26 03.75781(W)   ADJUSTED
 QK0587  ______________________________________________________________________
 QK0587  GEOID HEIGHT    -        -36.076 (meters)                     GEOID18
 QK0587  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QK0587  HORZ ORDER      -  THIRD
 QK0587
 QK0587.The horizontal coordinates were established by classical geodetic methods
 QK0587.and adjusted by the National Geodetic Survey in February 1997.
 QK0587
 QK0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0587.GEOID18 height accuracy estimate available here.
 QK0587
 QK0587.Click photographs - Photos may exist for this station.
 QK0587
 QK0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0587
 QK0587. The following values were computed from the NAD 83(1994) position.
 QK0587
 QK0587;                    North         East     Units Scale Factor Converg.
 QK0587;SPC MI C     -   262,610.607 5,994,724.781   MT  0.99999541   -0 02 52.2
 QK0587;SPC MI C     -   861,583.36 19,667,732.22   iFT  0.99999541   -0 02 52.2
 QK0587;UTM  16      - 5,061,682.651   699,803.148   MT  1.00009083   +1 50 10.2
 QK0587
 QK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9980361682(NAD 83)
 QK0587
 QK0587                          SUPERSEDED SURVEY CONTROL
 QK0587
 QK0587  NAD 83(1986)-  45 40 47.56379(N)    084 26 03.75743(W) AD(       ) 3
 QK0587  NAD 27      -  45 40 47.51700(N)    084 26 03.63400(W) AD(       ) 3
 QK0587
 QK0587.Superseded values are not recommended for survey control.
 QK0587
 QK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0587.See file dsdata.pdf to determine how the superseded data were derived.
 QK0587
 QK0587_MARKER: 14 = NAVIGATION LIGHT
 QK0587
 QK0587  HISTORY     - Date     Condition        Report By
 QK0587  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0587  HISTORY     - 1977     GOOD             NGS
 QK0587
 QK0587                          STATION DESCRIPTION
 QK0587
 QK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0587'THE STATION IS ON A CONCRETE PIER ABOUT 2 MILES NORTHEAST OF
 QK0587'THE CHEBOYGAN
 QK0587'SHORE.  THE LIGHT IS DESCRIBED IN THE COAST GUARD LIGHT LIST AS NO.
 QK0587'826.
 QK0587'
 QK0587'THE STATION WAS NOT VISITED BY THIS PARTY.
 QK0587'
 QK0587'DESCRIBED BY J.A. NELSON
 QK0587
 QK0587                          STATION RECOVERY (1977)
 QK0587
 QK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0587'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1275 ***********************************************************************
 NF1275  DESIGNATION -  FOWLERVILLE WATER TANK
 NF1275  PID         -  NF1275
 NF1275  STATE/COUNTY-  MI/LIVINGSTON
 NF1275  COUNTRY     -  US
 NF1275  USGS QUAD   -  FOWLERVILLE (2017)
 NF1275
 NF1275                         *CURRENT SURVEY CONTROL
 NF1275  ______________________________________________________________________
 NF1275* NAD 83(1994) POSITION- 42 39 41.20767(N) 084 04 29.07121(W)   ADJUSTED
 NF1275  ______________________________________________________________________
 NF1275  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 NF1275  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 NF1275  HORZ ORDER      -  THIRD
 NF1275
 NF1275.The horizontal coordinates were established by classical geodetic methods
 NF1275.and adjusted by the National Geodetic Survey in February 1997.
 NF1275
 NF1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1275.GEOID18 height accuracy estimate available here.
 NF1275
 NF1275.Click photographs - Photos may exist for this station.
 NF1275
 NF1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1275
 NF1275. The following values were computed from the NAD 83(1994) position.
 NF1275
 NF1275;                    North         East     Units Scale Factor Converg.
 NF1275;SPC MI S     -   129,051.769 4,023,931.996   MT  0.99991445   +0 11 55.2
 NF1275;SPC MI S     -   423,398.19 13,201,876.63   iFT  0.99991445   +0 11 55.2
 NF1275;UTM  16      - 4,727,369.447   739,746.496   MT  1.00030722   +1 58 59.8
 NF1275;UTM  17      - 4,727,804.587   248,001.237   MT  1.00038136   -2 05 05.1
 NF1275
 NF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3974627369(NAD 83)
 NF1275
 NF1275                          SUPERSEDED SURVEY CONTROL
 NF1275
 NF1275  NAD 83(1986)-  42 39 41.20791(N)    084 04 29.09325(W) AD(       ) 3
 NF1275  NAD 27      -  42 39 41.07566(N)    084 04 29.22941(W) AD(       ) 3
 NF1275
 NF1275.Superseded values are not recommended for survey control.
 NF1275
 NF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1275.See file dsdata.pdf to determine how the superseded data were derived.
 NF1275
 NF1275_MARKER: 51 = TANK
 NF1275
 NF1275  HISTORY     - Date     Condition        Report By
 NF1275  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1275  HISTORY     - 19950429 GOOD             USPSQD
 NF1275
 NF1275                          STATION DESCRIPTION
 NF1275
 NF1275'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0689 ***********************************************************************
 NF0689  DESIGNATION -  FOX
 NF0689  PID         -  NF0689
 NF0689  STATE/COUNTY-  MI/ALLEGAN
 NF0689  COUNTRY     -  US
 NF0689  USGS QUAD   -  MARTIN (2017)
 NF0689
 NF0689                         *CURRENT SURVEY CONTROL
 NF0689  ______________________________________________________________________
 NF0689* NAD 83(1994) POSITION- 42 37 12.98906(N) 085 38 28.60604(W)   ADJUSTED
 NF0689* NAVD 88 ORTHO HEIGHT -   269.743 (meters)      884.98  (feet) ADJUSTED
 NF0689  ______________________________________________________________________
 NF0689  GEOID HEIGHT    -        -33.359 (meters)                     GEOID18
 NF0689  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 NF0689  DYNAMIC HEIGHT  -        269.667 (meters)      884.73  (feet) COMP
 NF0689  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 NF0689
 NF0689  HORZ ORDER      -  FIRST
 NF0689  VERT ORDER      -  FIRST     CLASS II
 NF0689
 NF0689.The horizontal coordinates were established by classical geodetic methods
 NF0689.and adjusted by the National Geodetic Survey in February 1997.
 NF0689
 NF0689.The orthometric height was determined by differential leveling and
 NF0689.adjusted by the NATIONAL GEODETIC SURVEY
 NF0689.in June 1991.
 NF0689
 NF0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0689.GEOID18 height accuracy estimate available here.
 NF0689
 NF0689.Click photographs - Photos may exist for this station.
 NF0689
 NF0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0689
 NF0689.The dynamic height is computed by dividing the NAVD 88
 NF0689.geopotential number by the normal gravity value computed on the
 NF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0689.degrees latitude (g = 980.6199 gals.).
 NF0689
 NF0689.The modeled gravity was interpolated from observed gravity values.
 NF0689
 NF0689. The following values were computed from the NAD 83(1994) position.
 NF0689
 NF0689;                    North         East     Units Scale Factor Converg.
 NF0689;SPC MI S     -   125,228.538 3,895,441.740   MT  0.99991750   -0 52 02.7
 NF0689;SPC MI S     -   410,854.78 12,780,320.67   iFT  0.99991750   -0 52 02.7
 NF0689;UTM  16      - 4,719,543.078   611,427.488   MT  0.99975276   +0 55 12.5
 NF0689
 NF0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0689!SPC MI S     -   0.99996293  x   0.99991750  =   0.99988043
 NF0689!UTM  16      -   0.99996293  x   0.99975276  =   0.99971570
 NF0689
 NF0689:                Primary Azimuth Mark                     Grid Az
 NF0689:SPC MI S     -  DIAS                                     358 46 16.6
 NF0689:UTM  16      -  DIAS                                     356 59 01.4
 NF0689
 NF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1142719543(NAD 83)
 NF0689
 NF0689|---------------------------------------------------------------------|
 NF0689| PID    Reference Object                     Distance      Geod. Az  |
 NF0689|                                                           dddmmss.s |
 NF0689| CH0209 FOX RM 1                                           19150     |
 NF0689| CH0210 FOX RM 2                             39.290 METERS 30214     |
 NF0689| NF0756 DIAS                                APPROX.19.6 KM 3575413.9 |
 NF0689|---------------------------------------------------------------------|
 NF0689
 NF0689                          SUPERSEDED SURVEY CONTROL
 NF0689
 NF0689  NAD 83(1986)-  42 37 12.98982(N)    085 38 28.62157(W) AD(       ) 1
 NF0689  NAD 27      -  42 37 12.87270(N)    085 38 28.55357(W) AD(       ) 1
 NF0689  NGVD 29 (??/??/92)  269.873  (m)          885.41   (f) ADJ UNCH    2 0
 NF0689  NGVD 29             269.87   (m)          885.4    (f) LEVELING    3  
 NF0689
 NF0689.Superseded values are not recommended for survey control.
 NF0689
 NF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0689.See file dsdata.pdf to determine how the superseded data were derived.
 NF0689
 NF0689_MARKER: DS = TRIANGULATION STATION DISK
 NF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0689_STAMPING: FOX 1931
 NF0689_MARK LOGO: CGS
 NF0689_PROJECTION: FLUSH
 NF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0689+STABILITY: SURFACE MOTION
 NF0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0689+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2023
 NF0689
 NF0689  HISTORY     - Date     Condition        Report By
 NF0689  HISTORY     - 1931     MONUMENTED       CGS
 NF0689  HISTORY     - 1948     GOOD             CGS
 NF0689  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0689  HISTORY     - 1981     GOOD             MIDH
 NF0689  HISTORY     - 1983     GOOD             USPSQD
 NF0689  HISTORY     - 1987     GOOD             USPSQD
 NF0689  HISTORY     - 1989     GOOD             USPSQD
 NF0689  HISTORY     - 20070602 GOOD             GEOCAC
 NF0689  HISTORY     - 20080506 GOOD             COLEM
 NF0689  HISTORY     - 20230914 GOOD             HEI
 NF0689
 NF0689                          STATION DESCRIPTION
 NF0689
 NF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF0689'ABOUT 3.7 MILES SOUTH OF BRADLEY, ON EAST SIDE OF U.S. ROUTE 131, ON
 NF0689'PROPERTY OWNED BY HAROLD FOX.
 NF0689'
 NF0689'TO REACH FROM BRADLEY GO SOUTH 0.7 MILE ON ROUTE 131 TO VACANT FARM
 NF0689'WITH NEW RED BARN ON EAST SIDE OF ROAD.
 NF0689'
 NF0689'STATION IS IN FARMYARD, IN LINE WITH SOUTH FACE OF NEW RED BARN, 5.62
 NF0689'METERS (18.4 FEET) WEST OF SOUTHWEST CORNER OF BARN, 43.9 METERS
 NF0689'(144 FEET) EAST-SOUTHEAST OF SOUTHEAST CORNER OF VACANT HOUSE, AND
 NF0689'ABOUT 96 METERS (315 FEET) EAST OF CENTER LINE OF HIGHWAY 131.
 NF0689'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF0689'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 NF0689'DISKS IN CONCRETE, NOTE 11A.
 NF0689'
 NF0689'NO. 1 IS IN TELEPHONE LINE RIGHT- OF-WAY, DIRECTLY OPPOSITE NO PARKING
 NF0689'ON PAVEMENT SIGN ON EAST OF HIGHWAY, 8 METERS (26 FEET) WEST OF CENTER
 NF0689'LINE OF ROUTE 131, ABOUT 50 METERS (164 FEET) NORTH OF MAIL BOX ON
 NF0689'WEST SIDE OF HIGHWAY OPPOSITE T-INTERSECTION OF DIRT ROAD WITH ROUTE
 NF0689'131, AND 1/3 MILE FROM STATION IN AZIMUTH 11 DEG 49 MIN 40 SEC.
 NF0689'
 NF0689'NO. 2 IS IN FARMYARD, AT SOUTHWEST CORNER OF CONCRETE FORM FOR
 NF0689'WINDMILL, 4.75 METERS (15.6 FEET) EAST OF NORTHEAST CORNER OF VACANT
 NF0689'HOUSE, AND 39.29 METERS (128.9 FEET) FROM STATION IN AZIMUTH 122 DEG.
 NF0689'14 MIN.
 NF0689
 NF0689                          STATION RECOVERY (1948)
 NF0689
 NF0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NF0689'0.7 MI S FROM BRADLEY.  0.7 MILE SOUTH ALONG U.S. HIGHWAY 131 FROM THE
 NF0689'MAIN CROSSROADS AND POST OFFICE AT BRADLEY, ABOUT 125 YARDS NORTHEAST
 NF0689'OF THE T JUNCTION OF A GRAVEL ROAD WEST, 278 FEET EAST OF THE CENTER
 NF0689'LINE OF THE HIGHWAY, 18.5 FEET WEST OF THE SOUTHWEST CORNER OF A HILL
 NF0689'TOP RED BARN, IN LINE WITH THE SOUTH FACE OF THE BARN, 2 FEET SOUTH OF
 NF0689'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 NF0689'ABOUT FLUSH WITH THE GROUND.
 NF0689
 NF0689                          STATION RECOVERY (1969)
 NF0689
 NF0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 NF0689'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 NF0689'GOOD CONDITION.  REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE
 NF0689'CENTERLINE OF THE DRIVEWAY TO THE KEN LAWTHER HOME, 26 FEET WEST OF
 NF0689'THE CENTERLINE OF 129TH AVE. AND PROJECTS 4 INCHES.
 NF0689'
 NF0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.7 MILE SOUTH OF
 NF0689'BRADLEY.
 NF0689
 NF0689                          STATION RECOVERY (1981)
 NF0689
 NF0689'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF0689'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 NF0689'DESCRIBED.
 NF0689'
 NF0689'THE ORIGINAL DESCRIPTION IS VALID WITH 2 EXCEPTIONS.  THE STATION IS
 NF0689'ABOUT 3.7 MILES SOUTH OF WAYLAND, 0.7 MILES SOUTH OF BRADLEY.  THE
 NF0689'SECOND EXCEPTION IS THAT THE ROAD SOUTH FROM BRADLEY IS 10TH STREET,
 NF0689'NOT US 131.
 NF0689
 NF0689                          STATION RECOVERY (1983)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0689'RECOVERED IN GOOD CONDITION.
 NF0689
 NF0689                          STATION RECOVERY (1987)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0689'RECOVERED IN GOOD CONDITION.
 NF0689
 NF0689                          STATION RECOVERY (1989)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0689'RECOVERED IN GOOD CONDITION.
 NF0689
 NF0689                          STATION RECOVERY (2007)
 NF0689
 NF0689'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0689'VACANT HOUSE AND RED BARN (1931 DESCRIPTION) ARE GONE BUT STONE
 NF0689'FOUNDATIONS REMAIN.  RMS NOT SEARCHED FOR.
 NF0689
 NF0689                          STATION RECOVERY (2008)
 NF0689
 NF0689'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NF0689'RECOVERED AS DESCRIBED.
 NF0689
 NF0689                          STATION RECOVERY (2023)
 NF0689
 NF0689'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2023 (KAB)
 NF0689'LOCATED AT THE HIGHEST POINT OF A WOODED AREA.  THE STATION DISK IS IN
 NF0689'LINE WITH AN OLD FENCE LINE THAT IS ON THE SOUTH SIDE OF AN OLD
 NF0689'DRIVEWAY.  THE BARN FOUNDATION IS GONE.  THE STONE FOUNDATION OF THE
 NF0689'VACANT HOUSE REMAINS.  THE WITNESS TIES, (144 FEET) EAST-SOUTHEAST OF
 NF0689'THE SOUTHEAST CORNER OF VACANT HOUSE (STONE FOUNDATION) AND ABOUT (315
 NF0689'FEET) EAST OF THE CENTERLINE OF 10 ST (OLD HIGHWAY 131.) STILL FIT.
 NF0689'THE REFERENCE MONUMENTS WERE FOUND IN GOOD CONDITION.  FOX REFERENCE
 NF0689'MARK.  2 IS A DISK IN CONCRETE MONUMENT LOCATED (1.6 FEET) SOUTH OF
 NF0689'THE SOUTHWEST CORNER OF A DAMAGED CONCRETE FOUNDATION FOR THE OLD
 NF0689'WINDMILL (THE WINDMILL IS GONE), FOX REFERENCE MARK 1 IS (15.6 FEET)
 NF0689'EAST OF THE NORTHEAST CORNER OF THE STONE HOUSE FOUNDATION.  IT
 NF0689'MEASURED (148.60 FEET) NORTHWEST OF THE FOX STATION DISK, NOT (128.9
 NF0689'FEET) AS PREVIOUSLY RECORDED FROM THE 1931 DESCRIPTION.  FOX REFERENCE
 NF0689'MARK 1 IS IS A DISK IN CONCRETE MONUMENT LOCATED (1464 FEET) SOUTH -
 NF0689'SOUTH WEST OF THE FOX STATION DISK.  FOX REFERENCE MARK 1 IS (22 FEET)
 NF0689'SOUTH OF THE CENTERLINE OF A DRIVEWAY TO THE DONALD THOMPSON HOME
 NF0689'(FORMERLY OWNED BY KEN LAWTHER) AND IS (26 FEET) WEST OF THE
 NF0689'CENTERLINE OF 10TH ST. FORMERLY HIGHWAY 131.  IT IS (1 FEET) EAST OF A
 NF0689'METAL SURVEY MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0582 ***********************************************************************
 QM0582  DESIGNATION -  FOX
 QM0582  PID         -  QM0582
 QM0582  STATE/COUNTY-  MI/DICKINSON
 QM0582  COUNTRY     -  US
 QM0582  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0582
 QM0582                         *CURRENT SURVEY CONTROL
 QM0582  ______________________________________________________________________
 QM0582* NAD 83(1994) POSITION- 45 49 13.53976(N) 088 02 41.77311(W)   ADJUSTED
 QM0582* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 QM0582  ______________________________________________________________________
 QM0582  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 QM0582  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 QM0582  HORZ ORDER      -  FIRST
 QM0582
 QM0582.The horizontal coordinates were established by classical geodetic methods
 QM0582.and adjusted by the National Geodetic Survey in February 1997.
 QM0582
 QM0582.The orthometric height was scaled from a topographic map.
 QM0582
 QM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0582.GEOID18 height accuracy estimate available here.
 QM0582
 QM0582.Click photographs - Photos may exist for this station.
 QM0582
 QM0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0582
 QM0582. The following values were computed from the NAD 83(1994) position.
 QM0582
 QM0582;                    North         East     Units Scale Factor Converg.
 QM0582;SPC MI N     -   115,802.607 7,918,801.869   MT  0.99993555   -0 45 19.0
 QM0582;SPC MI N     -   379,929.81 25,980,321.09   iFT  0.99993555   -0 45 19.0
 QM0582;SPC WI N     -    74,531.105   751,913.934   MT  0.99996362   +1 24 37.2
 QM0582;SPC WI N     -   244,524.13  2,466,904.30   sFT  0.99996362   +1 24 37.2
 QM0582;UTM  16      - 5,074,626.965   418,826.888   MT  0.99968100   -0 44 57.9
 QM0582
 QM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0582!SPC MI N     -   0.99993060  x   0.99993555  =   0.99986616
 QM0582!SPC WI N     -   0.99993060  x   0.99996362  =   0.99989422
 QM0582!UTM  16      -   0.99993060  x   0.99968100  =   0.99961162
 QM0582
 QM0582:                Primary Azimuth Mark                     Grid Az
 QM0582:SPC MI N     -  CLASH                                    344 12 30.2
 QM0582:SPC WI N     -  CLASH                                    342 02 34.0
 QM0582:UTM  16      -  CLASH                                    344 12 09.1
 QM0582
 QM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1882674626(NAD 83)
 QM0582
 QM0582|---------------------------------------------------------------------|
 QM0582| PID    Reference Object                     Distance      Geod. Az  |
 QM0582|                                                           dddmmss.s |
 QM0582| QM0585 FOX RM 1                             14.938 METERS 09351     |
 QM0582| CJ4975 FOX RM 2                             17.820 METERS 17223     |
 QM0582| QM0590 KINGSFORD HEIGHTS WATER TANK        APPROX. 3.3 KM 2434841.9 |
 QM0582| QM0588 IRON MTN WMIQ RADIO MAST            APPROX. 0.8 KM 2754948.3 |
 QM0582| QM0587 IRON MTN W AND M POWER CO MAST      APPROX. 3.2 KM 2952451.9 |
 QM0582| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX. 3.8 KM 2955701.4 |
 QM0582| QM0581 CLASH                               APPROX.15.9 KM 3432711.2 |
 QM0582|---------------------------------------------------------------------|
 QM0582
 QM0582                          SUPERSEDED SURVEY CONTROL
 QM0582
 QM0582  NAD 83(1991)-  45 49 13.53790(N)    088 02 41.77166(W) AD(       ) 1
 QM0582  NAD 83(1986)-  45 49 13.53953(N)    088 02 41.77087(W) AD(       ) 1
 QM0582  NAD 27      -  45 49 13.70000(N)    088 02 41.31400(W) AD(       ) 1
 QM0582
 QM0582.Superseded values are not recommended for survey control.
 QM0582
 QM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0582.See file dsdata.pdf to determine how the superseded data were derived.
 QM0582
 QM0582_MARKER: DS = TRIANGULATION STATION DISK
 QM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0582_STAMPING: FOX 1954
 QM0582_MARK LOGO: CGS
 QM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0582+STABILITY: SURFACE MOTION
 QM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0582+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 QM0582
 QM0582  HISTORY     - Date     Condition        Report By
 QM0582  HISTORY     - 1954     MONUMENTED       CGS
 QM0582  HISTORY     - 20011108 GOOD             MIDT
 QM0582  HISTORY     - 20031017 GOOD             USPSQD
 QM0582  HISTORY     - 20070331 GOOD             GEOCAC
 QM0582
 QM0582                          STATION DESCRIPTION
 QM0582
 QM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0582'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1.3 MILES
 QM0582'EAST OF THE MAIN STREET OF IRON MOUNTAIN, AND JUST WEST OF THE
 QM0582'FOX, STATE FOREST SERVICE LOOKOUT TOWER.  IT IS 24 FEET WEST
 QM0582'OF DRIVEWAY, 28 FEET NORTHWEST OF TELEPHONE POLE, 39 FEET
 QM0582'WEST-NORTHWEST OF THE NORTHWEST LEG OF LOOKOUT TOWER, AND
 QM0582'5 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES
 QM0582'AND THE DISK IS STAMPED FOX 1954.
 QM0582'
 QM0582'REFERENCE MARK NO. 1 IS SET AT THE CENTER OF THE BASE OF THE
 QM0582'LOOKOUT TOWER.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 QM0582'FOX NO 1 1954.
 QM0582'
 QM0582'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF DRIVEWAY, 34 FEET
 QM0582'SOUTHWEST OF TELEPHONE POLE, AND 54 FEET SOUTHWEST OF THE
 QM0582'SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND
 QM0582'THE DISK IS STAMPED FOX NO 2 1954.
 QM0582'
 QM0582'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 QM0582'
 QM0582'A TRAVERSE CONNECTION WAS MADE TO FOX NO 1 AND THE DISTANCE
 QM0582'IS SHOWN ABOVE.
 QM0582'
 QM0582'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0582'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON EAST
 QM0582'B STREET FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE
 QM0582'EASTERLY, THENCE NORTH, THENCE WEST FOR 0.7 MILE TO TOP OF
 QM0582'HILL TO FOX, STATE FOREST SERVICE LOOKOUT TOWER AND STATION
 QM0582'AS DESCRIBED.
 QM0582'
 QM0582'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QM0582
 QM0582                          STATION RECOVERY (2001)
 QM0582
 QM0582'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0582'RM 1 IS NOT ACCESSIBLE, TOWER BASE IS FENCED OFF. STATION AND RM 2
 QM0582'HAVE WITNESS POSTS NEARBY.  ON A PROMINENT HILL IN IRON MOUNTAIN KNOWN
 QM0582'AS MILLIE HILL AND INUNDATED WITH COMMUNICATIONS TOWERS.
 QM0582
 QM0582                          STATION RECOVERY (2003)
 QM0582
 QM0582'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0582'RM 2 FOUND WITH DISK INTACT ATOP OF CEMENT POST WHICH IS TILTED.
 QM0582
 QM0582                          STATION RECOVERY (2007)
 QM0582
 QM0582'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 QM0582'STATION IS NOW LOCATED BEHIND A LOCKED SECURITY FENCE SURROUNDING A
 QM0582'MUNICIPAL
 QM0582'WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1444 ***********************************************************************
 NE1444  DESIGNATION -  FOX
 NE1444  PID         -  NE1444
 NE1444  STATE/COUNTY-  MI/WAYNE
 NE1444  COUNTRY     -  US
 NE1444  USGS QUAD   -  INKSTER (2017)
 NE1444
 NE1444                         *CURRENT SURVEY CONTROL
 NE1444  ______________________________________________________________________
 NE1444* NAD 83(1994) POSITION- 42 22 19.82865(N) 083 15 35.79034(W)   ADJUSTED
 NE1444* NAVD 88 ORTHO HEIGHT -   191.1   (meters)      627.    (feet) VERTCON3
 NE1444  ______________________________________________________________________
 NE1444  GEOID HEIGHT    -        -34.259 (meters)                     GEOID18
 NE1444  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 NE1444  HORZ ORDER      -  FIRST
 NE1444
 NE1444.The horizontal coordinates were established by classical geodetic methods
 NE1444.and adjusted by the National Geodetic Survey in February 1997.
 NE1444
 NE1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1444
 NE1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1444.GEOID18 height accuracy estimate available here.
 NE1444
 NE1444.Click photographs - Photos may exist for this station.
 NE1444
 NE1444.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1444
 NE1444. The following values were computed from the NAD 83(1994) position.
 NE1444
 NE1444;                    North         East     Units Scale Factor Converg.
 NE1444;SPC MI S     -    97,478.378 4,091,149.276   MT  0.99994668   +0 45 11.4
 NE1444;SPC MI S     -   319,810.95 13,422,405.76   iFT  0.99994668   +0 45 11.4
 NE1444;UTM  17      - 4,693,573.523   313,927.062   MT  1.00002601   -1 31 24.6
 NE1444
 NE1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1444!SPC MI S     -   0.99997540  x   0.99994668  =   0.99992209
 NE1444!UTM  17      -   0.99997540  x   1.00002601  =   1.00000141
 NE1444
 NE1444:                Primary Azimuth Mark                     Grid Az
 NE1444:SPC MI S     -  ROUGE                                    169 21 24.9
 NE1444:UTM  17      -  ROUGE                                    171 38 00.9
 NE1444
 NE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1392793573(NAD 83)
 NE1444
 NE1444|---------------------------------------------------------------------|
 NE1444| PID    Reference Object                     Distance      Geod. Az  |
 NE1444|                                                           dddmmss.s |
 NE1444| NE1374 DETROIT RADIO STA WTET FM MAST      APPROX. 1.5 KM 0663607.0 |
 NE1444| CH1445 ROUGE PARK 28 353                                  08531     |
 NE1444| NE1362 DETROIT HERMAN GARDENS NW STK       APPROX. 4.6 KM 1110147.8 |
 NE1444| CH1446 ROUGE PARK S                                       16623     |
 NE1444| NE1440 ROUGE PARK DCS                        1.764 METERS 16643     |
 NE1444| NE1441 ROUGE                               APPROX. 3.3 KM 1700636.3 |
 NE1444| CH0211 FOX RM 1                                           22423     |
 NE1444|---------------------------------------------------------------------|
 NE1444
 NE1444                          SUPERSEDED SURVEY CONTROL
 NE1444
 NE1444  NAD 83(1986)-  42 22 19.83542(N)    083 15 35.81913(W) AD(       ) 1
 NE1444  NAD 27      -  42 22 19.70362(N)    083 15 36.07556(W) AD(       ) 1
 NE1444  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG       
 NE1444
 NE1444.Superseded values are not recommended for survey control.
 NE1444
 NE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1444.See file dsdata.pdf to determine how the superseded data were derived.
 NE1444
 NE1444_MARKER: DS = TRIANGULATION STATION DISK
 NE1444_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE1444_SP_SET: SLAB
 NE1444_STAMPING: FOX 1964
 NE1444_MARK LOGO: CGS
 NE1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1444+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 NE1444
 NE1444  HISTORY     - Date     Condition        Report By
 NE1444  HISTORY     - 1964     MONUMENTED       CGS
 NE1444  HISTORY     - 1968     MARK NOT FOUND   USGS
 NE1444  HISTORY     - 1969     GOOD             CGS
 NE1444  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 NE1444  HISTORY     - 20080401 GOOD             INDIV
 NE1444
 NE1444                          STATION DESCRIPTION
 NE1444
 NE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1444'THE STATION IS LOCATED IN THE NORTH SECTION OF ROUGE PARK, NEAR THE
 NE1444'WEST EDGE OF DETROIT ABOUT 0.1 MILE NORTHEAST OF THE INTERSECTION OF
 NE1444'PLYMOUTH ROAD (STATE HIGHWAY 14) AND WEST OUTER DRIVE.  IT IS A U.S.C.
 NE1444'AND G.S. TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN A SLAB
 NE1444'OF CONCRETE 2 BY 12 FEET PROJECTING ABOUT 12 INCHES, 70 FEET SOUTH OF
 NE1444'A 16 INCH ELM TREE, 164 FEET NORTH OF THE NORTH CURB OF PLYMOUTH ROAD
 NE1444'AND 249 FEET EAST OF THE EAST CURB OF WEST OUTER DRIVE.  THE DISK IS
 NE1444'STAMPED FOX 1964.
 NE1444'
 NE1444'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 NE1444'HOLE IN THE SIDEWALK ABOUT 100 FEET SOUTHWEST OF THE INTERSECTION OF
 NE1444'PLYMOUTH ROAD AND WEST OUTER DRIVE.  IT IS 1 FOOT WEST OF THE EAST
 NE1444'EDGE OF THE SIDEWALK, 28 FEET WEST OF THE WEST CURB OF THE SOUTH LANE
 NE1444'OF WEST OUTER DRIVE, 16 FEET SOUTHWEST OF A STREET LAMP POLE, 30 FEET
 NE1444'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING AND 77
 NE1444'FEET SOUTH OF THE SOUTH CURB OF PLYMOUTH ROAD.  THE DISK IS STAMPED
 NE1444'FOX NO 1 1964.
 NE1444'
 NE1444'ROUGE PARK E IS A CITY OF DETROIT SURVEY DISK SET IN AN 8 BY 8 INCH
 NE1444'CONCRETE POST ABOUT 12 INCHES UNDERGROUND.  IT IS AT THE WEST EDGE OF
 NE1444'A BRUSH THICKET, 71 FEET SOUTHEAST OF A 16 INCH ELM TREE AND 163 NORTH
 NE1444'OF THE NORTH CURB OF PLYMOUTH ROAD.  THE DISK IS STAMPED NO 28 353.
 NE1444'
 NE1444'ROUGE PARK S IS A CITY OF DETROIT SURVEY DISK SET IN THE TOP OF AN 8
 NE1444'BY 8 INCH CONCRETE POST AND IS ABOUT 8 INCHES UNDERGROUND.  IT IS AT
 NE1444'THE WEST EDGE OF THICK BRUSH, 104 FEET SOUTH OF THE 16 INCH ELM TREE
 NE1444'AND 132 FEET NORTH OF THE NORTH CURB OF PLYMOUTH ROAD.  THE DISK IS
 NE1444'UNSTAMPED.
 NE1444'
 NE1444'ROUGE PARK (DCS) IS A 1-1/2 BY 1-1/2 INCH WOOD STAKE WITH A NAIL IN
 NE1444'THE TOP.  IT IS 74 FEET SOUTH OF THE ELM TREE AND 4 FEET SOUTH OF THE
 NE1444'CONCRETE SLAB.
 NE1444'
 NE1444'HEIGHT OF LIGHT ABOVE STATION MARK 30.04 METERS.
 NE1444
 NE1444                          STATION RECOVERY (1968)
 NE1444
 NE1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAF)
 NE1444'AREA DESCRIBED IS A GRASS FIELD WHICH WAS CUT SHORT AT THE TIME OF
 NE1444'SEARCH AND IF THE MARKER IS 12 INCHES IN HEIGHT IT SHOULD HAVE BEEN
 NE1444'EASILY FOUND BUT IT WAS NOT FOUND.
 NE1444'
 NE1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- WEST END OF DETROIT.
 NE1444
 NE1444                          STATION RECOVERY (1969)
 NE1444
 NE1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NE1444'THE STATION MARK, REFERENCE MARK 1 AND THE 2 CITY SURVEY MARKERS WERE
 NE1444'FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE WOOD STAKE ROUGE PARK
 NE1444'(DGS) HAS BEEN HIT AND DISTURBED.  A METAL WITNESS POST WAS SET 1 FOOT
 NE1444'NORTH OF THE CONCRETE SLAB AND 2 FEET NORTH OF THE STATION MARK.  THE
 NE1444'DESCRIPTION TO THIS STATION IS VERY GOOD.
 NE1444'
 NE1444'NOTE-THIS STATION WAS REPORTED AS NOT FOUND BY THE USGS IN 1969.
 NE1444'
 NE1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT.
 NE1444
 NE1444                          STATION RECOVERY (1999)
 NE1444
 NE1444'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1444'MARK NOT FOUND.
 NE1444
 NE1444                          STATION RECOVERY (2008)
 NE1444
 NE1444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SPE)
 NE1444'RECOVERED AS DESCRIBED. AZIMUTH MARK NO. 1 FOUND AS WELL, IN GOOD
 NE1444'CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0835 ***********************************************************************
 QK0835  DESIGNATION -  FOX
 QK0835  PID         -  QK0835
 QK0835  STATE/COUNTY-  MI/LEELANAU
 QK0835  COUNTRY     -  US
 QK0835  USGS QUAD   -  SOUTH FOX ISLAND (2017)
 QK0835
 QK0835                         *CURRENT SURVEY CONTROL
 QK0835  ______________________________________________________________________
 QK0835* NAD 83(1994) POSITION- 45 26 28.78893(N) 085 52 26.92571(W)   ADJUSTED
 QK0835* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 QK0835  ______________________________________________________________________
 QK0835  GEOID HEIGHT    -        -36.021 (meters)                     GEOID18
 QK0835  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 QK0835  HORZ ORDER      -  FIRST
 QK0835
 QK0835.The horizontal coordinates were established by classical geodetic methods
 QK0835.and adjusted by the National Geodetic Survey in February 1997.
 QK0835
 QK0835.The orthometric height was scaled from a topographic map.
 QK0835
 QK0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0835.GEOID18 height accuracy estimate available here.
 QK0835
 QK0835.Click photographs - Photos may exist for this station.
 QK0835
 QK0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0835
 QK0835. The following values were computed from the NAD 83(1994) position.
 QK0835
 QK0835;                    North         East     Units Scale Factor Converg.
 QK0835;SPC MI C     -   237,191.949 5,882,068.661   MT  0.99995046   -1 03 53.6
 QK0835;SPC MI C     -   778,188.81 19,298,125.53   iFT  0.99995046   -1 03 53.6
 QK0835;UTM  16      - 5,032,594.945   588,050.596   MT  0.99969532   +0 48 08.1
 QK0835
 QK0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0835!SPC MI C     -   0.99996740  x   0.99995046  =   0.99991786
 QK0835!UTM  16      -   0.99996740  x   0.99969532  =   0.99966273
 QK0835
 QK0835:                Primary Azimuth Mark                     Grid Az
 QK0835:SPC MI C     -  SOUTH GULL USLS 1922                     006 18 29.0
 QK0835:UTM  16      -  SOUTH GULL USLS 1922                     004 26 27.3
 QK0835
 QK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8805032594(NAD 83)
 QK0835
 QK0835|---------------------------------------------------------------------|
 QK0835| PID    Reference Object                     Distance      Geod. Az  |
 QK0835|                                                           dddmmss.s |
 QK0835| QK0855 SOUTH GULL USLS 1922                APPROX.28.1 KM 0051435.4 |
 QK0835|---------------------------------------------------------------------|
 QK0835
 QK0835                          SUPERSEDED SURVEY CONTROL
 QK0835
 QK0835  NAD 83(1986)-  45 26 28.78598(N)    085 52 26.92321(W) AD(       ) 1
 QK0835  NAD 27      -  45 26 28.75969(N)    085 52 26.65257(W) AD(       ) 1
 QK0835
 QK0835.Superseded values are not recommended for survey control.
 QK0835
 QK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0835.See file dsdata.pdf to determine how the superseded data were derived.
 QK0835
 QK0835_MARKER: Z = SEE DESCRIPTION
 QK0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0835_PROJECTION: PROJECTING 10 CENTIMETERS
 QK0835_MAGNETIC: P = MARKER IS A STEEL PIPE
 QK0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0835
 QK0835  HISTORY     - Date     Condition        Report By
 QK0835  HISTORY     - 1922     MONUMENTED       USLS
 QK0835  HISTORY     - 1965     GOOD             USLS
 QK0835
 QK0835                          STATION DESCRIPTION
 QK0835
 QK0835'DESCRIBED BY US LAKE SURVEY 1922
 QK0835'ON NORTH END OF SOUTH FOX ISLAND IN NORTHERN LAKE MICHIGAN, ON
 QK0835'HIGHEST POINT OF SECOND BARE BANK FROM
 QK0835'NORTHWEST CORNER OF ISLAND, ABOUT 8 FEET FROM EDGE OF BANK.  MARKED
 QK0835'BY 3/4-INCH PIPE DRIVEN INTO
 QK0835'SAND, PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF GROUND.
 QK0835
 QK0835                          STATION RECOVERY (1965)
 QK0835
 QK0835'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0835'STATION IS REACHED BY PACING A DISTANCE OF ABOUT 800 METERS EAST
 QK0835'ALONG SHORE FROM
 QK0835'THE NORTHWEST CORNER OF THE ISLAND, THEN CLIMBING UP THE STEEP
 QK0835'SLOPE TO THE SOUTH AND THE HIGHEST
 QK0835'POINT IN THE VICINITY.
 QK0835'
 QK0835'STATION IS ON NORTH END OF SOUTH FOX ISLAND AND MUST BE REACHED
 QK0835'BY BOAT.
 QK0835'
 QK0835'DESCRIPTION OF STATION AND REFERENCES
 QK0835'STATION IS A 3/4
 QK0835'INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE
 QK0835'GROUND AND ABOUT 1 FOOT FROM EDGE
 QK0835'OF BANK TO NORTH.  PIPE WAS ORIGINALLY 8 FEET
 QK0835'FROM BANK, BUT NOW LIES 1 FOOT-STATION IS ABOUT TO
 QK0835'SLIDE DOWNHILL AND IS LEANING
 QK0835'DOWN SLOPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1231 ***********************************************************************
 RJ1231  DESIGNATION -  FOX
 RJ1231  PID         -  RJ1231
 RJ1231  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1231  COUNTRY     -  US
 RJ1231  USGS QUAD   -  SENEY (2017)
 RJ1231
 RJ1231                         *CURRENT SURVEY CONTROL
 RJ1231  ______________________________________________________________________
 RJ1231* NAD 83(1994) POSITION- 46 20 23.57153(N) 085 56 06.21572(W)   ADJUSTED
 RJ1231* NAVD 88 ORTHO HEIGHT -   243.9   (meters)      800.    (feet) VERTCON3
 RJ1231  ______________________________________________________________________
 RJ1231  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 RJ1231  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 RJ1231  HORZ ORDER      -  FIRST
 RJ1231
 RJ1231.The horizontal coordinates were established by classical geodetic methods
 RJ1231.and adjusted by the National Geodetic Survey in February 1997.
 RJ1231
 RJ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1231
 RJ1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1231.GEOID18 height accuracy estimate available here.
 RJ1231
 RJ1231.Click photographs - Photos may exist for this station.
 RJ1231
 RJ1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1231
 RJ1231. The following values were computed from the NAD 83(1994) position.
 RJ1231
 RJ1231;                    North         East     Units Scale Factor Converg.
 RJ1231;SPC MI N     -   173,551.766 8,081,976.817   MT  0.99990329   +0 46 11.0
 RJ1231;SPC MI N     -   569,395.56 26,515,671.97   iFT  0.99990329   +0 46 11.0
 RJ1231;UTM  16      - 5,132,362.758   581,954.203   MT  0.99968256   +0 46 13.7
 RJ1231
 RJ1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1231!SPC MI N     -   0.99996729  x   0.99990329  =   0.99987058
 RJ1231!UTM  16      -   0.99996729  x   0.99968256  =   0.99964986
 RJ1231
 RJ1231:                Primary Azimuth Mark                     Grid Az
 RJ1231:SPC MI N     -  FOX AZ MK                                119 01 24.3
 RJ1231:UTM  16      -  FOX AZ MK                                119 01 21.6
 RJ1231
 RJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8195432362(NAD 83)
 RJ1231
 RJ1231|---------------------------------------------------------------------|
 RJ1231| PID    Reference Object                     Distance      Geod. Az  |
 RJ1231|                                                           dddmmss.s |
 RJ1231| CH1152 FOX RM 1                             18.065 METERS 08348     |
 RJ1231| RJ0444 SENEY                                16.810 METERS 09310     |
 RJ1231| RJ1232 SENEY LOOKOUT TOWER                  16.715 METERS 09625     |
 RJ1231| CH1151 FOX AZ MK                                          1194735.3 |
 RJ1231| RJ0445 SENEY RM 1                           30.934 METERS 23251     |
 RJ1231|---------------------------------------------------------------------|
 RJ1231
 RJ1231                          SUPERSEDED SURVEY CONTROL
 RJ1231
 RJ1231  NAD 83(1986)-  46 20 23.56561(N)    085 56 06.21305(W) AD(       ) 1
 RJ1231  NAD 27      -  46 20 23.63934(N)    085 56 05.71590(W) AD(       ) 1
 RJ1231  NGVD 29 (07/19/86)  243.9    (m)          800.     (f) VERT ANG       
 RJ1231
 RJ1231.Superseded values are not recommended for survey control.
 RJ1231
 RJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1231.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1231
 RJ1231_MARKER: DS = TRIANGULATION STATION DISK
 RJ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1231_STAMPING: FOX 1965
 RJ1231_MARK LOGO: CGS
 RJ1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1231+STABILITY: SURFACE MOTION
 RJ1231
 RJ1231  HISTORY     - Date     Condition        Report By
 RJ1231  HISTORY     - 1965     MONUMENTED       CGS
 RJ1231  HISTORY     - 1971     GOOD             USGS
 RJ1231  HISTORY     - 1975     GOOD             NGS
 RJ1231  HISTORY     - 1976     GOOD             MIDH
 RJ1231  HISTORY     - 19950207 GOOD             LOCENG
 RJ1231
 RJ1231                          STATION DESCRIPTION
 RJ1231
 RJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1231'THE STATION IS LOCATED ALONG THE WEST SIDE OF THE SENEY LOOKOUT TOWER,
 RJ1231'ABOUT 1/2 MILE SOUTHEAST OF SENEY.
 RJ1231'
 RJ1231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 IS
 RJ1231'SENEY, GO EAST ON HIGHWAY 28 FOR 0.8 MILE TO A SIDE ROAD RIGHT, JUST
 RJ1231'AFTER CROSSING A RAILROAD TRACK.  TURN RIGHT AND GO SOUTH ON A DIRT
 RJ1231'ROAD FOR 0.4 MILE TO THE SENEY LOOKOUT TOWER AND THE STATION.
 RJ1231'
 RJ1231'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 RJ1231'FOR 0.1 MILE TO A DIRT ROAD ON THE LEFT. TURN LEFT AND GO EASTERLY ON
 RJ1231'THE DIRT ROAD FOR 0.15 MILE TO A LONE 24 INCH PINE TREE ON THE RIGHT
 RJ1231'AND THE AZIMUTH MARK ON THE RIGHT.
 RJ1231'
 RJ1231'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1965.  THE SURFACE DISK
 RJ1231'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 RJ1231'102 FEET NORTHEAST OF A METAL WITNESS POST, AND THE NORTH CONCRETE
 RJ1231'FOOTING OF THE OLD LOOKOUT TOWER, 47 FEET WEST-NORTHWEST OF THE
 RJ1231'SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 45.3 FEET WEST-SOUTHWEST OF
 RJ1231'THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE UNDERGROUND DISK IS SET
 RJ1231'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 RJ1231'GROUND.
 RJ1231'
 RJ1231'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOX NO 1 1965, IS SET IN
 RJ1231'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RJ1231'GROUND.  IT IS 13.9 FEET EAST OF THE NORTHWEST LEG OF THE LOOKOUT
 RJ1231'TOWER, AND 6.4 FEET WEST-NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT
 RJ1231'TOWER.
 RJ1231'
 RJ1231'SENEY (USLS) 1920 IS A 1/2 INCH BOLT SET IN THE TOP OF AN 8 X 10 INCH
 RJ1231'CONCRETE POST THAT IS 12 INCHES UNDERGROUND, UNDER THE SENEY LOOKOUT
 RJ1231'TOWER.  IT IS 16.3 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RJ1231'TOWER, 15.6 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 RJ1231'12 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 11.4
 RJ1231'FEET SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  NOTE-THE
 RJ1231'UNDERGROUND MONUMENT OF THIS STATION WAS NOT INSPECTED AT THIS TIME.
 RJ1231'
 RJ1231'SENEY (USLS) REFERENCE MARK NO. 1 IS A STANDARD LAKE SURVEY REFERENCE
 RJ1231'MARK DISK STAMPED SENEY NO 1 1920 147.94.  IT IS CEMENTED IN A DRILLED
 RJ1231'HOLE IN AN IRREGULAR MASS OF CONCRETE WHICH IS THE REMAINS OF THE
 RJ1231'NORTH CONCRETE FOOTING OF THE OLD 3 LEGGED LOOKOUT TOWER.  IT IS 134
 RJ1231'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 1.5 FEET
 RJ1231'NORTHWEST OF THE METAL WITNESS POST.
 RJ1231'
 RJ1231'AZIMUTH MARK IS A STANDARD DISK STAMPED FOX 1965, IS SET IN A ROUND
 RJ1231'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 286 FEET
 RJ1231'SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD, 212 FEET SOUTHEAST OF A
 RJ1231'LONE 24 INCH PINE TREE, AND 2 FEET WEST OF A METAL WITNESS POST.
 RJ1231'
 RJ1231'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1231
 RJ1231                          STATION RECOVERY (1971)
 RJ1231
 RJ1231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1231'FOX AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1231'DISTANCES AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION IS
 RJ1231'ADEQUATE.
 RJ1231
 RJ1231                          STATION RECOVERY (1975)
 RJ1231
 RJ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1231'NO MEASUREMENT BETWEEN THE MARKS DUE TO HEAVY BRUSH ON LINE.
 RJ1231'
 RJ1231'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK AND STATION SENEY USLS
 RJ1231'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS
 RJ1231'AND THE DISTANCE TO THE REFERENCE MARKS, STATION SENEY USLS AND THE
 RJ1231'AZIMUTH MARK CHECKED THE 1965 OBSERVATIONS ADEQUATELY.  A NEW
 RJ1231'DESCRIPTION FOLLOWS.
 RJ1231'
 RJ1231'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF SENEY AND ON LAND
 RJ1231'OWNED BY THE MICHIGAN STATE FOREST SERVICE, MR. JOHN MATTSON,
 RJ1231'SUPERVISOR, AREA 4, SENEY FOREST OFFICE, SENEY, MICHIGAN.
 RJ1231'
 RJ1231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 IN
 RJ1231'SENEY, GO EAST ON STATE HIGHWAY 28 FOR FOR 0.8 MILE TO A DIRT ROAD ON
 RJ1231'THE RIGHT, JUST AFTER CROSSING RAILROAD TRACKS, TURN RIGHT AND GO
 RJ1231'SOUTHWEST AND SOUTH ON THE DIRT ROAD FOR 0.3 MILE TO A FORK, KEEP LEFT
 RJ1231'FORK AND GO SOUTH FOR 0.1 MILE TO A SANDY KNOLL AND THE STATION ON THE
 RJ1231'RIGHT, CONTINUE SOUTH ON A SAND ROAD FOR 0.2 MILE TO A SAND ROAD LEFT,
 RJ1231'TURN LEFT AND GO EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RJ1231'
 RJ1231'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1965.  THE SURFACE DISK
 RJ1231'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RJ1231'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET WEST OF A
 RJ1231'CONCRETE SLAB, 5 FEET SOUTH OF A METAL WITNESS POST AND ON THE HIGHEST
 RJ1231'PART OF SANDY KNOLL.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 RJ1231'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 RJ1231'
 RJ1231'STATION SENEY, A 1/2 INCH BOLT SET IN THE TOP OF AN 8 BY 10-INCH
 RJ1231'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE AND HAS
 RJ1231'USLS 1920 INSCRIBED ON TOP.  IT IS 16 FEET NORTHEAST OF THE SOUTHWEST
 RJ1231'CONCRETE SLAB.
 RJ1231'
 RJ1231'REFERENCE MARK 1, A STANDARD DISK STAMPED FOX NO 1 1965, IS SET IN THE
 RJ1231'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RJ1231'GROUND SURFACE.  IT IS 6 FEET WEST-NORTHWEST OF A CONCRETE SLAB.
 RJ1231'
 RJ1231'SENEY USLS REFERENCE MARK 1, A STANDARD U.S. CORPS OF ENGINEERS DISK
 RJ1231'STAMPED SENEY NO 1 1920 147.94, SET IN THE TOP OF A ROUND CONCRETE
 RJ1231'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST OF
 RJ1231'A METAL WITNESS POST.
 RJ1231'
 RJ1231'AZIMUTH MARK, A STANDARD DISK STAMPED FOX 1965, SET IN THE TOP OF A
 RJ1231'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 RJ1231'SURFACE.  IT IS 280 FEET SOUTHEAST OF THE SAND ROAD AND 2 FEET WEST OF
 RJ1231'A METAL WITNESS POST.
 RJ1231'
 RJ1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTHEAST
 RJ1231'OF SENEY.
 RJ1231'
 RJ1231'HEIGHT OF LIGHT ABOVE STATION MARK 99.6 FEET.
 RJ1231
 RJ1231                          STATION RECOVERY (1976)
 RJ1231
 RJ1231'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (THP)
 RJ1231'FOX 1965 RECOVERED GOOD.
 RJ1231'
 RJ1231'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 1 MILE SE OF
 RJ1231'SENEY, MICHIGAN.
 RJ1231
 RJ1231                          STATION RECOVERY (1995)
 RJ1231
 RJ1231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RJ1231'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1309 ***********************************************************************
 NE1309  DESIGNATION -  FOX LAKE
 NE1309  PID         -  NE1309
 NE1309  STATE/COUNTY-  MI/LAPEER
 NE1309  COUNTRY     -  US
 NE1309  USGS QUAD   -  HADLEY (2017)
 NE1309
 NE1309                         *CURRENT SURVEY CONTROL
 NE1309  ______________________________________________________________________
 NE1309* NAD 83(1994) POSITION- 42 53 41.74816(N) 083 25 35.03525(W)   ADJUSTED
 NE1309* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 NE1309  ______________________________________________________________________
 NE1309  GEOID HEIGHT    -        -34.449 (meters)                     GEOID18
 NE1309  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 NE1309  HORZ ORDER      -  FIRST
 NE1309
 NE1309.The horizontal coordinates were established by classical geodetic methods
 NE1309.and adjusted by the National Geodetic Survey in February 1997.
 NE1309
 NE1309.The orthometric height was scaled from a topographic map.
 NE1309
 NE1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1309.GEOID18 height accuracy estimate available here.
 NE1309
 NE1309.Click photographs - Photos may exist for this station.
 NE1309
 NE1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1309
 NE1309. The following values were computed from the NAD 83(1994) position.
 NE1309
 NE1309;                    North         East     Units Scale Factor Converg.
 NE1309;SPC MI S     -   155,374.047 4,076,792.125   MT  0.99990689   +0 38 23.6
 NE1309;SPC MI S     -   509,757.37 13,375,302.25   iFT  0.99990689   +0 38 23.6
 NE1309;UTM  17      - 4,752,003.242   301,887.144   MT  1.00008287   -1 39 07.5
 NE1309
 NE1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1309!SPC MI S     -   0.99994881  x   0.99990689  =   0.99985570
 NE1309!UTM  17      -   0.99994881  x   1.00008287  =   1.00003168
 NE1309
 NE1309:                Primary Azimuth Mark                     Grid Az
 NE1309:SPC MI S     -  FOX LAKE AZ MK                           268 43 29.2
 NE1309:UTM  17      -  FOX LAKE AZ MK                           271 01 00.3
 NE1309
 NE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0188752003(NAD 83)
 NE1309
 NE1309|---------------------------------------------------------------------|
 NE1309| PID    Reference Object                     Distance      Geod. Az  |
 NE1309|                                                           dddmmss.s |
 NE1309| NE1616 FOX LAKE RM 1                        18.377 METERS 12812     |
 NE1309| CH0212 FOX LAKE AZ MK                                     2692152.8 |
 NE1309| NE1617 FOX LAKE RM 2                        21.705 METERS 35527     |
 NE1309|---------------------------------------------------------------------|
 NE1309
 NE1309                          SUPERSEDED SURVEY CONTROL
 NE1309
 NE1309  NAD 83(1986)-  42 53 41.74792(N)    083 25 35.06743(W) AD(       ) 1
 NE1309  NAD 27      -  42 53 41.64691(N)    083 25 35.26271(W) AD(       ) 1
 NE1309
 NE1309.Superseded values are not recommended for survey control.
 NE1309
 NE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1309.See file dsdata.pdf to determine how the superseded data were derived.
 NE1309
 NE1309_MARKER: DS = TRIANGULATION STATION DISK
 NE1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1309_STAMPING: FOX LAKE 1943
 NE1309_MARK LOGO: CGS
 NE1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1309+STABILITY: SURFACE MOTION
 NE1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1309+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1309
 NE1309  HISTORY     - Date     Condition        Report By
 NE1309  HISTORY     - 1943     MONUMENTED       CGS
 NE1309  HISTORY     - 1943     GOOD             CGS
 NE1309  HISTORY     - 1973     GOOD             LOCENG
 NE1309  HISTORY     - 1980     GOOD             MIDH
 NE1309  HISTORY     - 1980     GOOD             NGS
 NE1309  HISTORY     - 19800827 SEE DESCRIPTION  NGS
 NE1309  HISTORY     - 20060905 GOOD             INDIV
 NE1309
 NE1309                          STATION DESCRIPTION
 NE1309
 NE1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1309'THE STATION IS LOCATED ABOUT 4.0 MILES NE OF ORTONVILLE, 170 FEET S OF
 NE1309'THE INTERSECTION OF FOX LAKE ROAD AND PADEROCK ROAD, 20 FEET W OF THE
 NE1309'CENTER LINE OF PADEROCK ROAD, 16 FEET N OF A TRIANGULAR-BLAZED 4-INCH
 NE1309'ASH TREE, 12.6 FEET SW OF A TRIANGULAR-BLAZED 4-INCH ASPEN TREE, AND
 NE1309'5.6 FEET E OF A REFERENCE POST.  THE DISK IS STAMPED FOXLAKE 1943.
 NE1309'
 NE1309'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1309'IN CONCRETE.
 NE1309'
 NE1309'REFERENCE MARK 1 IS 60.19 FEET SE OF THE STATION, 15.6 FEET E OF THE
 NE1309'CENTER LINE OF THE PADEROCK ROAD, 6 FEET NE OF A TRIANGULAR-BLAZED
 NE1309'7-INCH OAK TREE, AND 1 FOOT W OF A N-S FENCELINE.  THE DISK IS STAMPED
 NE1309'FOXLAKE NO 1 1943.
 NE1309'
 NE1309'REFERENCE MARK 2 IS 71.27 FEET N OF THE STATION, 99 FEET S OF THE
 NE1309'CENTER LINE OF FOX LAKE ROAD, AND 32.6 FEET S OF A TRIANGULAR-BLAZED
 NE1309'1-FOOT CHERRY TREE.  THE DISK IS STAMPED FOXLAKE NO 2 1943.
 NE1309'
 NE1309'THE AZIMUTH MARK IS 1.0 MILE W OF THE STATION, ABOUT 150 YARDS N OF
 NE1309'THE A.J. HARRISON FARMHOUSE, 54 FEET S OF AN IRON GATE, 87 FEET S OF
 NE1309'THE CENTER LINE OF THE FOX LAKE ROAD, AND 10 FEET W OF THE CENTER LINE
 NE1309'OF A DRIVEWAY.  IT IS 1.2 FEET E OF A N-S FENCELINE.  THE DISK IS
 NE1309'STAMPED FOXLAKE 1943.
 NE1309'
 NE1309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 21 IN
 NE1309'THE SW EDGE OF LAPEER, GO S ON STATE HIGHWAY 24 FOR 10.0 MILES TO THE
 NE1309'BROCKER ROAD RIGHT, HERE TURN RIGHT AND GO 4.4 MILES TO THE JUNCTION
 NE1309'OF HADLEY ROAD, HERE TURN LEFT ON HADLEY ROAD AND GO 0.95 MILE TO FOX
 NE1309'LAKE ROAD RIGHT, HERE TURN RIGHT ON FOX LAKE ROAD AND GO 1.6 MILES TO
 NE1309'THE PADEROCK ROAD LEFT AND STATION AS DESCRIBED.
 NE1309'
 NE1309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON FOX LAKE ROAD FOR
 NE1309'1.0 MILE TO AN IRON GATE ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.
 NE1309'
 NE1309'A 37 FOOT TOWER IS NEEDED TO SEE THE AZIMUTH MARK.
 NE1309'
 NE1309'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NE1309
 NE1309                          STATION RECOVERY (1943)
 NE1309
 NE1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NE1309'RECOVERED IN GOOD CONDITION.
 NE1309
 NE1309                          STATION RECOVERY (1973)
 NE1309
 NE1309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (JHM)
 NE1309'RECOVERED BY JH MILLER COMMONWEALTH ASSOC INC
 NE1309'
 NE1309'FOX LAKE 1943 MARK, REFERENCE MARKS AND AZIMUTH MARK FOUND AS
 NE1309'DESCRIBED IN GOOD CONDITION.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980
 NE1309'ALL MARKS INCLUDING THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 NE1309'THE TO REACH AND DESCRIPTION ARE ADEQUATE.  THE DISTANCES AND
 NE1309'DIRECTIONS WERE NOT CHECKED.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NE1309'STATION MARK, RM 1 AND 2 WERE FOUND AND IN GOOD CONDITION.  THE
 NE1309'AZIMUTH MARK WAS NOT SEARCHED FOR AS ROAD TO MARK WAS NOT ACCESSIBLE
 NE1309'BY TRUCK OTHER THAN A 4 WHEEL DRIVE.  THE ANGLE BETWEEN THE REFERENCE
 NE1309'MARKS WAS VERIFIED.  THE DISTANCE TO RM 1 WAS LONGER BY 0.10 FT. RM 2
 NE1309'WAS FOUND SHORTER BY 0.06 FT. NO PLACE AT THIS TIME TO SET AN AZIMUTH
 NE1309'MARK.
 NE1309'
 NE1309'THE STATION IS LOCATED ABOUT 4 MILES NE OF ORTONVILLE, IN THE
 NE1309'ORTONVILLE STATE RECREATIONAL AREA, 173 FT S OF THE CENTERLINE OF A
 NE1309'TRACK ROAD, 46 FT SW OF A TWIN TRUNK TREE AND 17 FT W OF THE CENTER
 NE1309'LINE OF A TRACK ROAD TO THE SOUTH.
 NE1309'
 NE1309'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 24 AT
 NE1309'THE SW EDGE OF LAPEER, GO S ON STATE HIGHWAY 24 FOR 7.75 MILES TO THE
 NE1309'JUNCTION WITH BLOCKER ROAD.  GO W ON BLOCKER ROAD FOR 4.4 MILES TO AN
 NE1309'INTERSECTION WITH HADLEY ROAD.  TURN LEFT, GO S ON HADLEY ROAD FOR 1.0
 NE1309'MILE TO CROSSROAD.  TURN RIGHT, GO W ON FOX LAKE ROAD FOR 1.5 MILES TO
 NE1309'WHERE MAIN TRAVELED ROAD TURNS S.  CONTINUE W ON TRACK ROAD FOR 0.3
 NE1309'MILE TO TOP OF HILL AT A TRACK ROAD TO LEFT AND STATION AS DESCRIBED.
 NE1309'
 NE1309'STATION MARKS ARE STANDARD DISKS, STAMPED---FOXLAKE 1943--- .  IT IS
 NE1309'173 FT S OF THE CENTER LINE OF TRACK ROAD, 46 FT SW OF A TWIN TRUNK
 NE1309'OAK TREE AND 17 FT W OF THE CENTER LINE OF TRACK ROAD.  THE MARK
 NE1309'PROJECTS 3 INCHES.
 NE1309'
 NE1309'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FOXLAKE NO 1 1943--- .
 NE1309'IT IS 60 FT S OF THE TWIN TRUNK TREE AND 17 FT E OF CENTER LINE OF THE
 NE1309'TRACK ROAD.  THE MARK PROJECTS 3 INCHES.
 NE1309'
 NE1309'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FOXLAKE NO 2 1943--- .
 NE1309'IT IS 101 FT S OF CENTER LINE OF TRACK ROAD AND 16 FT W OF CENTER LINE
 NE1309'OF TRACK ROAD.  THE MARK PROJECTS 2 INCHES.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE1309'THE STATION MARK, RM 1 AND 2 WERE FOUND AND IN GOOD CONDITION.  THE
 NE1309'AZIMUTH MARK WAS NOT SEARCHED FOR AS ROAD TO MARK WAS NOT ACCESSIBLE
 NE1309'BY TRUCK OTHER THAN A 4-WHEEL DRIVE.  THE ANGLE BETWEEN THE REFERENCE
 NE1309'MARKS WAS VERIFIED.  THE DISTANCE TO RM 1 WAS LONGER BY 0.10 FT
 NE1309'(0.03 M) ., RM 2 WAS FOUND SHORTER BY 0.06 FT (0.02 M).  NO PLACE AT
 NE1309'THIS TIME TO SET AN AZIMUTH MARK.
 NE1309'
 NE1309'THE STATION IS LOCATED IN QUAD. 420831, ABOUT 6.4 KM (4.0 MI)
 NE1309'NORTHEAST OF ORTONVILLE, IN ORTONVILLE STATE RECREATIONAL AREA, 52.730
 NE1309'M (172.998 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, 14.021 M
 NE1309'(46.001 FT) SOUTHWEST OF A TWIN TRUNK TREE AND 5.182 M (17.001 FT)
 NE1309'WEST OF THE CENTER LINE OF A TRACK ROAD TO THE SOUTH.
 NE1309'
 NE1309'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 24 AT THE
 NE1309'SOUTHWEST EDGE OF LAPEER, GO SOUTH ON STATE HIGHWAY 24 FOR 12.47 KM
 NE1309'(7.75 MI)  TO THE JUNCTION WITH BLOCKER ROAD.  GO WEST ON BLOCKER ROAD
 NE1309'FOR 7.08 KM (4.40 MI)  TO AN INTERSECTION WITH HADLEY ROAD.  TURN
 NE1309'LEFT, GO SOUTH ON HADLEY ROAD FOR 1.61 KM (1.00 MI)  TO CROSSROAD.
 NE1309'TURN RIGHT, GO WEST ON FOX LAKE ROAD FOR 2.41 KM (1.50 MI) TO WHERE
 NE1309'MAIN TRAVELED ROAD TURNS SOUTH.  CONTINUE WEST ON TRACK ROAD FOR 0.48
 NE1309'KM (0.30 MI) TO TOP OF HILL AT A TRACK ROAD TO LEFT AND STATION AS
 NE1309'DESCRIBED.
 NE1309'
 NE1309'STATION MARK IS SET PROJECTING ABOUT 3 INCHES.  IT IS 52.730 M
 NE1309'(172.998 FT) SOUTH OF THE CENTER LINE OF TRACK ROAD, 14.021 M (46.001
 NE1309'FT) SOUTHWEST OF A TWIN TRUNK OAK TREE AND 5.182 M (17.001 FT) WEST OF
 NE1309'THE CENTER LINE OF TRACK ROAD.
 NE1309'
 NE1309'REFERENCE MARK 1 IS SET PROJECTING ABOUT 3 INCHES.  IT IS 18.288 M
 NE1309'(60.00 FT) SOUTH OF THE TWIN TRUNK TREE AND 5.182 M (17.001 FT) EAST
 NE1309'OF CENTER LINE OF THE TRACK ROAD.
 NE1309'
 NE1309'REFERENCE MARK 2 IS SET PROJECTING ABOUT 2 INCHES.  IT IS 30.785 M
 NE1309'(101.000 FT) SOUTH OF CENTER LINE OF TRACK ROAD AND 4.877 M (16.001
 NE1309'FT) WEST OF CENTER LINE OF TRACK ROAD.  RECOVERED BY J.D. RIGNEY ON
 NE1309'8-27-1980, TYPED BY RONALD L. RAMSEY NGS GEODETIC ADVISOR - MICHIGAN
 NE1309'IN 1989.
 NE1309
 NE1309                          STATION RECOVERY (2006)
 NE1309
 NE1309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1309'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0585 ***********************************************************************
 QM0585  DESIGNATION -  FOX RM 1
 QM0585  PID         -  QM0585
 QM0585  STATE/COUNTY-  MI/DICKINSON
 QM0585  COUNTRY     -  US
 QM0585  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0585
 QM0585                         *CURRENT SURVEY CONTROL
 QM0585  ______________________________________________________________________
 QM0585* NAD 83(1994) POSITION- 45 49 13.50733(N) 088 02 41.08268(W)   ADJUSTED
 QM0585* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 QM0585  ______________________________________________________________________
 QM0585  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 QM0585  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 QM0585  HORZ ORDER      -  SECOND
 QM0585
 QM0585.The horizontal coordinates were established by classical geodetic methods
 QM0585.and adjusted by the National Geodetic Survey in February 1997.
 QM0585
 QM0585.The orthometric height was scaled from a topographic map.
 QM0585
 QM0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0585.GEOID18 height accuracy estimate available here.
 QM0585
 QM0585.Click photographs - Photos may exist for this station.
 QM0585
 QM0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0585
 QM0585. The following values were computed from the NAD 83(1994) position.
 QM0585
 QM0585;                    North         East     Units Scale Factor Converg.
 QM0585;SPC MI N     -   115,801.409 7,918,816.758   MT  0.99993555   -0 45 18.5
 QM0585;SPC MI N     -   379,925.88 25,980,369.94   iFT  0.99993555   -0 45 18.5
 QM0585;SPC WI N     -    74,530.471   751,928.858   MT  0.99996362   +1 24 37.7
 QM0585;SPC WI N     -   244,522.05  2,466,953.26   sFT  0.99996362   +1 24 37.7
 QM0585;UTM  16      - 5,074,625.769   418,841.773   MT  0.99968097   -0 44 57.4
 QM0585
 QM0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0585!SPC MI N     -   0.99993060  x   0.99993555  =   0.99986616
 QM0585!SPC WI N     -   0.99993060  x   0.99996362  =   0.99989422
 QM0585!UTM  16      -   0.99993060  x   0.99968097  =   0.99961159
 QM0585
 QM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1884174625(NAD 83)
 QM0585
 QM0585                          SUPERSEDED SURVEY CONTROL
 QM0585
 QM0585  NAD 83(1991)-  45 49 13.50547(N)    088 02 41.08123(W) AD(       ) 2
 QM0585  NAD 83(1986)-  45 49 13.50710(N)    088 02 41.08044(W) AD(       ) 2
 QM0585  NAD 27      -  45 49 13.66800(N)    088 02 40.62400(W) AD(       ) 2
 QM0585
 QM0585.Superseded values are not recommended for survey control.
 QM0585
 QM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0585.See file dsdata.pdf to determine how the superseded data were derived.
 QM0585
 QM0585_MARKER: DR = REFERENCE MARK DISK
 QM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0585_STAMPING: FOX NO 1 1954
 QM0585_MARK LOGO: CGS
 QM0585_PROJECTION: FLUSH
 QM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0585+STABILITY: SURFACE MOTION
 QM0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0585+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 QM0585
 QM0585  HISTORY     - Date     Condition        Report By
 QM0585  HISTORY     - 1954     MONUMENTED       CGS
 QM0585  HISTORY     - 1980     GOOD             NGS
 QM0585  HISTORY     - 20011108 GOOD             MIDT
 QM0585  HISTORY     - 20031017 GOOD             USPSQD
 QM0585
 QM0585                          STATION DESCRIPTION
 QM0585
 QM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0585'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1.3 MILES
 QM0585'EAST OF THE MAIN STREET IN IRON MOUNTAIN.  IT IS OF STEEL
 QM0585'CONSTRUCTION, HAS FOUR LEGS SET ON A CONCRETE FOUNDATION, AND
 QM0585'IS ABOUT 120 FEET HIGH.
 QM0585'
 QM0585'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FOX,
 QM0585'AND THE DISTANCE IS 14.938 METERS OR 49.00 FEET.
 QM0585'
 QM0585'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0585'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON B STREET
 QM0585'FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE EASTERLY,
 QM0585'THENCE NORTHERLY, THENCE WESTERLY FOR 0.7 MILE TO TOP OF HILL
 QM0585'AND STATION.
 QM0585
 QM0585                          STATION RECOVERY (1980)
 QM0585
 QM0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QM0585'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0585'
 QM0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILE EAST
 QM0585'OF IRON MOUNTAIN.
 QM0585
 QM0585                          STATION RECOVERY (2001)
 QM0585
 QM0585'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0585'THE OLD FIRE TOWER (IN GOOD CONDITION) HAS BEEN CONVERTED TO A
 QM0585'PRIVATELY OWNED COMMUNICATIONS TOWER. THE BASE IS FENCED OFF.  RM 1 IS
 QM0585'BETWEEN THE 2 SMALL BUILDINGS AND. IT CAN BE SEEN FOR MILES AROUND
 QM0585'IRON MOUNTAIN.
 QM0585
 QM0585                          STATION RECOVERY (2003)
 QM0585
 QM0585'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL4848 ***********************************************************************
 DL4848  DESIGNATION -  FRAKE
 DL4848  PID         -  DL4848
 DL4848  STATE/COUNTY-  MI/CLINTON
 DL4848  COUNTRY     -  US
 DL4848  USGS QUAD   -  LANSING NORTH (2017)
 DL4848
 DL4848                         *CURRENT SURVEY CONTROL
 DL4848  ______________________________________________________________________
 DL4848* NAD 83(2011) POSITION- 42 49 38.56206(N) 084 31 08.58855(W)   ADJUSTED
 DL4848* NAD 83(2011) ELLIP HT-   229.420 (meters)        (06/27/12)   ADJUSTED
 DL4848* NAD 83(2011) EPOCH   -  2010.00
 DL4848* NAVD 88 ORTHO HEIGHT -   262.794 (meters)      862.18  (feet) ADJUSTED
 DL4848  ______________________________________________________________________
 DL4848  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 DL4848  NAD 83(2011) X  -    447,503.699 (meters)                     COMP
 DL4848  NAD 83(2011) Y  - -4,663,758.344 (meters)                     COMP
 DL4848  NAD 83(2011) Z  -  4,313,613.071 (meters)                     COMP
 DL4848  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 DL4848  DYNAMIC HEIGHT  -        262.726 (meters)      861.96  (feet) COMP
 DL4848  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 DL4848
 DL4848  VERT ORDER      -  FIRST     CLASS II
 DL4848
 DL4848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4848  Standards:
 DL4848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4848  -------------------------------------------------------------------
 DL4848  NETWORK    0.21   0.37           0.10   0.07   0.19      0.00665574
 DL4848  -------------------------------------------------------------------
 DL4848  Click here for local accuracies and other accuracy information.
 DL4848
 DL4848.The horizontal coordinates were established by GPS observations
 DL4848.and adjusted by the National Geodetic Survey in June 2012.
 DL4848
 DL4848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4848.been affixed to the stable North American tectonic plate. See 
 DL4848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4848
 DL4848.The horizontal coordinates are valid at the epoch date displayed above
 DL4848.which is a decimal equivalence of Year/Month/Day.
 DL4848
 DL4848.The orthometric height was determined by differential leveling and
 DL4848.adjusted by the NATIONAL GEODETIC SURVEY
 DL4848.in October 2009.
 DL4848
 DL4848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4848.GEOID18 height accuracy estimate available here.
 DL4848
 DL4848.Click photographs - Photos may exist for this station.
 DL4848
 DL4848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4848
 DL4848.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4848
 DL4848.The ellipsoidal height was determined by GPS observations
 DL4848.and is referenced to NAD 83.
 DL4848
 DL4848.The dynamic height is computed by dividing the NAVD 88
 DL4848.geopotential number by the normal gravity value computed on the
 DL4848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4848.degrees latitude (g = 980.6199 gals.).
 DL4848
 DL4848.The modeled gravity was interpolated from observed gravity values.
 DL4848
 DL4848. The following values were computed from the NAD 83(2011) position.
 DL4848
 DL4848;                    North         East     Units Scale Factor Converg.
 DL4848;SPC MI S     -   147,452.889 3,987,540.755   MT  0.99990738   -0 06 13.3
 DL4848;SPC MI S     -   483,769.32 13,082,482.79   iFT  0.99990738   -0 06 13.3
 DL4848;UTM  16      - 4,744,631.300   702,788.025   MT  1.00010594   +1 41 13.6
 DL4848
 DL4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4848!SPC MI S     -   0.99996402  x   0.99990738  =   0.99987141
 DL4848!UTM  16      -   0.99996402  x   1.00010594  =   1.00006996
 DL4848
 DL4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0278844631(NAD 83)
 DL4848
 DL4848                          SUPERSEDED SURVEY CONTROL
 DL4848
 DL4848  NAD 83(2007)-  42 49 38.56230(N)    084 31 08.58909(W) AD(2002.00) B
 DL4848  ELLIP H (10/23/09)  229.439  (m)                       GP(2002.00) 3 1
 DL4848
 DL4848.Superseded values are not recommended for survey control.
 DL4848
 DL4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4848.See file dsdata.pdf to determine how the superseded data were derived.
 DL4848
 DL4848_MARKER: DD = SURVEY DISK
 DL4848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4848_STAMPING: FRAKE 2008
 DL4848_MARK LOGO: MIDT
 DL4848_PROJECTION: FLUSH
 DL4848_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4848+STABILITY: SURFACE MOTION
 DL4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4848+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2020
 DL4848
 DL4848  HISTORY     - Date     Condition        Report By
 DL4848  HISTORY     - 20080429 MONUMENTED       COLEM
 DL4848  HISTORY     - 20200308 GOOD             APSC
 DL4848
 DL4848                          STATION DESCRIPTION
 DL4848
 DL4848'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL4848'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DL4848'LANSING, 6.5 MI (10.5 KM) NORTH-NORTHWEST OF EAST LANSING AND 3.6 MI
 DL4848'(5.8 KM) WEST OF BATH.
 DL4848'
 DL4848'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND US
 DL4848'HIGHWAY 27B WITH US HIGHWAY 127B, LOCATED APPROXIMATELY 6.0 MI (9.7
 DL4848'KM) NORTH OF THE CITY OF LANSING, MI, GO NORTH ON BUSINESS 127 FOR 1.0
 DL4848'MI (1.6 KM) TO WEBB ROAD, TURN RIGHT AND GO EAST ON WEBB ROAD FOR 1.0
 DL4848'MI (1.6 KM) TO WOOD ROAD, TURN RIGHT AND GO SOUTH ON WOOD ROAD FOR 0.2
 DL4848'MI (0.3 KM) TO HERBISON ROAD ON THE LEFT, TURN LEFT AND GO EAST ON
 DL4848'HERBISON ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4848'
 DL4848'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL4848'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL4848'CONCRETE POST, SET TO A DEPTH OF 8 FT (2.4 M)
 DL4848'
 DL4848'THE STATION IS 16 FT (4.9 M) SOUTHEAST OF EDGE OF GRAVEL OF CUL-DE-SAC
 DL4848'FOR HERBISON ROAD, 10.5 FT (3.2 M) NORTH OF A TELEPHONE PEDESTAL, 8 FT
 DL4848'(2.4 M) WEST OF RIGHT-OF-WAY FENCE FOR US 127, 4 FT (1.2 M) SOUTH OF
 DL4848'THE END OF A GUARDRAIL, AND 3 FT (0.9 M) WEST OF AN ORANGE CARSONITE
 DL4848'WITNESS POST.
 DL4848
 DL4848                          STATION RECOVERY (2020)
 DL4848
 DL4848'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2020 (BAD)
 DL4848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0046 ***********************************************************************
 RJ0046  DESIGNATION -  FRANK
 RJ0046  PID         -  RJ0046
 RJ0046  STATE/COUNTY-  MI/CHIPPEWA
 RJ0046  COUNTRY     -  US
 RJ0046  USGS QUAD   -  GOETZVILLE (2017)
 RJ0046
 RJ0046                         *CURRENT SURVEY CONTROL
 RJ0046  ______________________________________________________________________
 RJ0046* NAD 83(1986) POSITION- 46 02 02.     (N) 084 05 09.     (W)   SCALED
 RJ0046* NAVD 88 ORTHO HEIGHT -   222.406 (meters)      729.68  (feet) ADJUSTED
 RJ0046  ______________________________________________________________________
 RJ0046  GEOID HEIGHT    -        -36.503 (meters)                     GEOID18
 RJ0046  DYNAMIC HEIGHT  -        222.410 (meters)      729.69  (feet) COMP
 RJ0046  MODELED GRAVITY -    980,630.1   (mgal)                       NAVD 88
 RJ0046
 RJ0046  VERT ORDER      -  FIRST     CLASS 0
 RJ0046
 RJ0046.The horizontal coordinates were scaled from a map and have
 RJ0046.an estimated accuracy of +/- 6 seconds.
 RJ0046
 RJ0046.The orthometric height was determined by differential leveling and
 RJ0046.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0046.in June 1991.
 RJ0046
 RJ0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0046.GEOID18 height accuracy estimate available here.
 RJ0046
 RJ0046.Click photographs - Photos may exist for this station.
 RJ0046
 RJ0046.The dynamic height is computed by dividing the NAVD 88
 RJ0046.geopotential number by the normal gravity value computed on the
 RJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0046.degrees latitude (g = 980.6199 gals.).
 RJ0046
 RJ0046.The modeled gravity was interpolated from observed gravity values.
 RJ0046
 RJ0046;                    North         East    Units  Estimated Accuracy
 RJ0046;SPC MI N     -   143,140.    8,225,530.      MT  (+/- 180 meters Scaled)
 RJ0046
 RJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS255019(NAD 83)
 RJ0046
 RJ0046                          SUPERSEDED SURVEY CONTROL
 RJ0046
 RJ0046.No superseded survey control is available for this station.
 RJ0046
 RJ0046_MARKER: I = METAL ROD
 RJ0046_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0046+WITH SETTING: INFORMATION.
 RJ0046_MARK LOGO: NONE
 RJ0046_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0046_ROD/PIPE-DEPTH: 3.05 meters
 RJ0046
 RJ0046  HISTORY     - Date     Condition        Report By
 RJ0046  HISTORY     - 1971     MONUMENTED       NOS
 RJ0046  HISTORY     - 1972     GOOD             USLS
 RJ0046  HISTORY     - 1983     GOOD             NGS
 RJ0046  HISTORY     - 19940729 GOOD             USPSQD
 RJ0046
 RJ0046                          STATION DESCRIPTION
 RJ0046
 RJ0046'DESCRIBED BY US LAKE SURVEY 1972
 RJ0046'1.7 MI S FROM GOETZVILLE.
 RJ0046'FRANK IS IN CHIPPEWA COUNTY, MICHIGAN, 1.7 MILES SOUTH AND EAST OF
 RJ0046'POST OFFICE IN GOETZVILLE, 44 FEET SOUTHWEST OF CENTERLINE OF
 RJ0046'HIGHWAY M-48, 39.3 FEET SOUTHEAST OF NORTH CORNER OF V.
 RJ0046'FRANKOVICHS GARAGE, 33.3 FEET SOUTHEAST OF 18-INCH OAK, 30.9
 RJ0046'FEET NORTHEAST OF EAST CORNER AND IN LINE WITH SOUTHEAST FACE
 RJ0046'OF GARAGE, 4.2 FEET NORTHWEST OF UTILITY POLE NO. 10114, 1/2-FOOT
 RJ0046'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0046'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET LONG.
 RJ0046
 RJ0046                          STATION RECOVERY (1983)
 RJ0046
 RJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 RJ0046'(1.75 MI) SOUTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0046'GOETZVILLE TO A DRIVEWAY LEADING WEST TO THE V. FRANKOVICH PRIVATE
 RJ0046'GARAGE, 13.41 METERS (44.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 RJ0046'11.97 METERS (39.3 FT) SOUTHEAST OF THE NORTH CORNER OF THE GARAGE,
 RJ0046'9.41 METERS (30.9 FT) NORTHEAST OF THE EAST CORNER AND IN LINE WITH
 RJ0046'THE SOUTHEAST FACE OF THE GARAGE, AND 1.28 METERS (4.2 FT) NORTHWEST
 RJ0046'OF A UTILITY POLE.
 RJ0046'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RJ0046
 RJ0046                          STATION RECOVERY (1994)
 RJ0046
 RJ0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1069 ***********************************************************************
 OJ1069  DESIGNATION -  FRANKENLUST ST PAULS LUTH CH
 OJ1069  PID         -  OJ1069
 OJ1069  STATE/COUNTY-  MI/BAY
 OJ1069  COUNTRY     -  US
 OJ1069  USGS QUAD   -  BAY CITY (2017)
 OJ1069
 OJ1069                         *CURRENT SURVEY CONTROL
 OJ1069  ______________________________________________________________________
 OJ1069* NAD 83(1994) POSITION- 43 33 47.06693(N) 083 56 33.96289(W)   ADJUSTED
 OJ1069  ______________________________________________________________________
 OJ1069  GEOID HEIGHT    -        -34.472 (meters)                     GEOID18
 OJ1069  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 OJ1069  HORZ ORDER      -  THIRD
 OJ1069
 OJ1069.The horizontal coordinates were established by classical geodetic methods
 OJ1069.and adjusted by the National Geodetic Survey in February 1997.
 OJ1069
 OJ1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1069.GEOID18 height accuracy estimate available here.
 OJ1069
 OJ1069.Click photographs - Photos may exist for this station.
 OJ1069
 OJ1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1069
 OJ1069. The following values were computed from the NAD 83(1994) position.
 OJ1069
 OJ1069;                    North         East     Units Scale Factor Converg.
 OJ1069;SPC MI S     -   229,255.233 4,034,246.914   MT  0.99997691   +0 17 18.5
 OJ1069;SPC MI S     -   752,149.71 13,235,718.22   iFT  0.99997691   +0 17 18.5
 OJ1069;UTM  17      - 4,827,554.338   262,336.350   MT  1.00029483   -2 01 44.3
 OJ1069;UTM  16      - 4,827,888.237   746,908.513   MT  1.00034995   +2 06 28.7
 OJ1069
 OJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6233627554(NAD 83)
 OJ1069
 OJ1069                          SUPERSEDED SURVEY CONTROL
 OJ1069
 OJ1069  NAD 83(1986)-  43 33 47.05592(N)    083 56 33.98640(W) AD(       ) 3
 OJ1069  NAD 27      -  43 33 46.96350(N)    083 56 34.07996(W) AD(       ) 3
 OJ1069
 OJ1069.Superseded values are not recommended for survey control.
 OJ1069
 OJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1069.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1069
 OJ1069_MARKER: 90 = CHURCH SPIRE
 OJ1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1069+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 OJ1069
 OJ1069  HISTORY     - Date     Condition        Report By
 OJ1069  HISTORY     - 1932     FIRST OBSERVED   CGS
 OJ1069  HISTORY     - 1957     GOOD             CGS
 OJ1069  HISTORY     - 20130131 GOOD             MCA
 OJ1069
 OJ1069                          STATION DESCRIPTION
 OJ1069
 OJ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1069'STATION RECOVERED WAS FINIAL OF SPIRE ON ST. PAULS LUTHERAN CHURCH IN
 OJ1069'FRANKENLUST.
 OJ1069'BUILDING AND SPIRE IS CONSTRUCTED OF RED BRUCK WITH
 OJ1069'A SHINGLE ROOF, AND SPIRE IS
 OJ1069'ABOUT 85 FT. HIGH.
 OJ1069
 OJ1069                          STATION RECOVERY (2013)
 OJ1069
 OJ1069'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2013 (CCM)
 OJ1069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0015 ***********************************************************************
 PM0015  DESIGNATION -  FRANKFORT
 PM0015  PID         -  PM0015
 PM0015  STATE/COUNTY-  MI/BENZIE
 PM0015  COUNTRY     -  US
 PM0015  USGS QUAD   -  FRANKFORT (2017)
 PM0015
 PM0015                         *CURRENT SURVEY CONTROL
 PM0015  ______________________________________________________________________
 PM0015* NAD 83(1986) POSITION- 44 38 01.     (N) 086 14 28.     (W)   SCALED
 PM0015* NAVD 88 ORTHO HEIGHT -   182.718 (meters)      599.47  (feet) ADJUSTED
 PM0015  ______________________________________________________________________
 PM0015  GEOID HEIGHT    -        -35.681 (meters)                     GEOID18
 PM0015  DYNAMIC HEIGHT  -        182.701 (meters)      599.41  (feet) COMP
 PM0015  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 PM0015
 PM0015  VERT ORDER      -  SECOND    CLASS 0
 PM0015
 PM0015.The horizontal coordinates were scaled from a map and have
 PM0015.an estimated accuracy of +/- 6 seconds.
 PM0015
 PM0015.The orthometric height was determined by differential leveling and
 PM0015.adjusted by the NATIONAL GEODETIC SURVEY
 PM0015.in June 1991.
 PM0015
 PM0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0015.GEOID18 height accuracy estimate available here.
 PM0015
 PM0015.Click photographs - Photos may exist for this station.
 PM0015
 PM0015.The dynamic height is computed by dividing the NAVD 88
 PM0015.geopotential number by the normal gravity value computed on the
 PM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0015.degrees latitude (g = 980.6199 gals.).
 PM0015
 PM0015.The modeled gravity was interpolated from observed gravity values.
 PM0015
 PM0015;                    North         East    Units  Estimated Accuracy
 PM0015;SPC MI C     -   148,060.    5,851,290.      MT  (+/- 180 meters Scaled)
 PM0015
 PM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ601425(NAD 83)
 PM0015
 PM0015                          SUPERSEDED SURVEY CONTROL
 PM0015
 PM0015  NGVD 29 (??/??/92)  182.825  (m)          599.82   (f) ADJ UNCH    2 0
 PM0015
 PM0015.Superseded values are not recommended for survey control.
 PM0015
 PM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0015.See file dsdata.pdf to determine how the superseded data were derived.
 PM0015
 PM0015_MARKER: DB = BENCH MARK DISK
 PM0015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0015_SP_SET: PAVEMENT
 PM0015_STAMPING: FRANKFORT 1934
 PM0015_MARK LOGO: CGS
 PM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0015
 PM0015  HISTORY     - Date     Condition        Report By
 PM0015  HISTORY     - 1934     MONUMENTED       CGS
 PM0015  HISTORY     - 1955     GOOD             CGS
 PM0015  HISTORY     - 19960818 MARK NOT FOUND   USPSQD
 PM0015  HISTORY     - 20131022 MARK NOT FOUND   ADVGEO
 PM0015
 PM0015                          STATION DESCRIPTION
 PM0015
 PM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PM0015'AT FRANKFORT.
 PM0015'AT FRANKFORT, BENZIE COUNTY, ON FOREST AVENUE BETWEEN THIRD AND
 PM0015'FOURTH STREET, 74 YARDS WEST OF THE MANHOLE AT THE INTERSECTION
 PM0015'OF THIRD STREET, 21 YARDS NORTH OF THE CHIMNEY AT THE WEST END
 PM0015'OF THE HOME OF DR. ROBERT B. KING IN 1934, 4 YARDS NORTH OF
 PM0015'THE SOUTH CURB OF THE AVENUE, AND IN THE TOP OF THE CONCRETE
 PM0015'PAVEMENT AT THE CENTERLINE OF THE AVENUE.  A STANDARD DISK,
 PM0015'STAMPED FRANKFORT 1934.
 PM0015
 PM0015                          STATION RECOVERY (1996)
 PM0015
 PM0015'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0015'MARK NOT FOUND.
 PM0015
 PM0015                          STATION RECOVERY (2013)
 PM0015
 PM0015'RECOVERY NOTE BY ADVANCED GEOMATICS 2013 (MAF)
 PM0015'MAGNETIC PULL FOUND UNDER BIT IN CENTER OF STREET IN GENERAL AREA.  IT
 PM0015'WOULD APPEAR THAT THE CARDINALS GIVEN FROM BOTH THE MANHOLE AND THE
 PM0015'CHIMNEY ARE REVERSED IN THE ORIGINAL DESCRIPTION, AS GOING WEST FROM
 PM0015'THE MANHOLE WOULD PUT THE MARK BETWEEN THIRD AND SECOND STREETS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0557 ***********************************************************************
 PM0557  DESIGNATION -  FRANKFORT S BWATER LT EC
 PM0557  PID         -  PM0557
 PM0557  STATE/COUNTY-  MI/BENZIE
 PM0557  COUNTRY     -  US
 PM0557  USGS QUAD   -  FRANKFORT OE W (2017)
 PM0557
 PM0557                         *CURRENT SURVEY CONTROL
 PM0557  ______________________________________________________________________
 PM0557* NAD 83(1994) POSITION- 44 37 45.66190(N) 086 15 07.89589(W)   ADJUSTED
 PM0557* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 PM0557  ______________________________________________________________________
 PM0557  GEOID HEIGHT    -        -35.706 (meters)                     GEOID18
 PM0557  LAPLACE CORR    -          7.60  (seconds)                    DEFLEC18
 PM0557  HORZ ORDER      -  SECOND
 PM0557
 PM0557.The horizontal coordinates were established by classical geodetic methods
 PM0557.and adjusted by the National Geodetic Survey in February 1997.
 PM0557
 PM0557.The orthometric height was scaled from a topographic map.
 PM0557
 PM0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0557.GEOID18 height accuracy estimate available here.
 PM0557
 PM0557.Click photographs - Photos may exist for this station.
 PM0557
 PM0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0557
 PM0557. The following values were computed from the NAD 83(1994) position.
 PM0557
 PM0557;                    North         East     Units Scale Factor Converg.
 PM0557;SPC MI C     -   147,604.617 5,850,401.121   MT  0.99992764   -1 19 55.0
 PM0557;SPC MI C     -   484,267.12 19,194,229.40   iFT  0.99992764   -1 19 55.0
 PM0557;UTM  16      - 4,942,049.233   559,317.384   MT  0.99964327   +0 31 31.3
 PM0557
 PM0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0557!SPC MI C     -   0.99997786  x   0.99992764  =   0.99990550
 PM0557!UTM  16      -   0.99997786  x   0.99964327  =   0.99962114
 PM0557
 PM0557:                Primary Azimuth Mark                     Grid Az
 PM0557:SPC MI C     -  KIRBY                                    060 41 19.0
 PM0557:UTM  16      -  KIRBY                                    058 49 52.7
 PM0557
 PM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5931742049(NAD 83)
 PM0557
 PM0557|---------------------------------------------------------------------|
 PM0557| PID    Reference Object                     Distance      Geod. Az  |
 PM0557|                                                           dddmmss.s |
 PM0557| PM0555 KIRBY                               APPROX. 3.9 KM 0592124.0 |
 PM0557| CH1153 FRANKFORT S BWATER LT EC RM 1       341.611 METERS 12406     |
 PM0557| CH1154 FRANKFORT S BWATER LT EC RM 2        14.691 METERS 32421     |
 PM0557|---------------------------------------------------------------------|
 PM0557
 PM0557                          SUPERSEDED SURVEY CONTROL
 PM0557
 PM0557  NAD 83(1986)-  44 37 45.67006(N)    086 15 07.89348(W) AD(       ) 2
 PM0557  NAD 27      -  44 37 45.67465(N)    086 15 07.54675(W) AD(       ) 2
 PM0557
 PM0557.Superseded values are not recommended for survey control.
 PM0557
 PM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0557.See file dsdata.pdf to determine how the superseded data were derived.
 PM0557
 PM0557_MARKER: DS = TRIANGULATION STATION DISK
 PM0557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0557_SP_SET: PIER
 PM0557_STAMPING: FRANKFORT BLH ECC 1932
 PM0557_MARK LOGO: CGS
 PM0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0557
 PM0557  HISTORY     - Date     Condition        Report By
 PM0557  HISTORY     - 1932     MONUMENTED       CGS
 PM0557  HISTORY     - 1965     GOOD             USLS
 PM0557  HISTORY     - 19960818 GOOD             USPSQD
 PM0557
 PM0557                          STATION DESCRIPTION
 PM0557
 PM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0557'ONE MILE WEST OF ELBERTA, NEAR OUTER (WEST) END OF NEW SOUTH PIER OF
 PM0557'FRANKFORT HARBOR ENTRANCE, 54.5 FEET SOUTHEAST OF PIERHEAD LIGHT,
 PM0557'66.3 FEET SOUTHEAST OF END OF PIERHEAD, 12.6 FEET EAST OF END OF
 PM0557'BREAKWATER, 4.5 FEET NORTH OF SOUTH EDGE OF BREAKWATER, AND 3.0
 PM0557'FEET SOUTH OF NORTH EDGE.  TO REACH FROM FRANKFORT, FOLLOW ROUTE
 PM0557'M-22 SOUTH 2 MILES TO JUNCTION OF ROUTE M-115 AT ELBERTA, PROCEED
 PM0557'WEST ON ROUTE M-115 TO COAST GUARD STATION, AND WALK OUT SOUTH
 PM0557'BREAKWATER 0.5 MILE TO STATION SITE.  MARKED BY STANDARD STATION
 PM0557'DISK CEMENTED IN DRILL HOLE IN TOP OF CONCRETE PIER.  REFERENCE
 PM0557'MARK NO. 1 IS STANDARD REFERENCE DISK CEMENTED IN DRILL HOLE
 PM0557'IN TOP OF BREAKWATER, 10 FEET WEST OF ANGLE IN BREAKWATER, 4 FEET
 PM0557'NORTH OF SOUTH EDGE, 3 FEET SOUTH OF NORTH EDGE, AND 341.611 METERS
 PM0557'(1,120.77 FEET) FROM STATION S 44 DEG 54 MIN E.
 PM0557'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK CEMENTED IN
 PM0557'DRILL HOLE IN TOP OF NORTHEAST CORNER OF PIERHEAD, AND 48.20 FEET
 PM0557'FROM STATION N 64 DEG W.  BEARING FROM STATION TO NORTH
 PM0557'BREAKWATER LIGHT IS N 62 DEG 05 MIN E, AND TO SOUTH BREAKWATER LIGHT,
 PM0557'N 38 DEG 26 MIN W.
 PM0557
 PM0557                          STATION RECOVERY (1965)
 PM0557
 PM0557'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0557'STATION RECOVERED.
 PM0557
 PM0557                          STATION RECOVERY (1996)
 PM0557
 PM0557'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0193 ***********************************************************************
 SG0193  DESIGNATION -  FRANKLIN MINING TOWN TANK
 SG0193  PID         -  SG0193
 SG0193  STATE/COUNTY-  MI/HOUGHTON
 SG0193  COUNTRY     -  US
 SG0193  USGS QUAD   -  HANCOCK (2017)
 SG0193
 SG0193                         *CURRENT SURVEY CONTROL
 SG0193  ______________________________________________________________________
 SG0193* NAD 83(1994) POSITION- 47 09 09.33881(N) 088 33 22.27820(W)   ADJUSTED
 SG0193  ______________________________________________________________________
 SG0193  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 SG0193  LAPLACE CORR    -        -15.54  (seconds)                    DEFLEC18
 SG0193  HORZ ORDER      -  THIRD
 SG0193
 SG0193.The horizontal coordinates were established by classical geodetic methods
 SG0193.and adjusted by the National Geodetic Survey in February 1997.
 SG0193
 SG0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0193.GEOID18 height accuracy estimate available here.
 SG0193
 SG0193.Click photographs - Photos may exist for this station.
 SG0193
 SG0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0193
 SG0193. The following values were computed from the NAD 83(1994) position.
 SG0193
 SG0193;                    North         East     Units Scale Factor Converg.
 SG0193;SPC MI N     -   264,500.425 7,881,985.432   MT  1.00001765   -1 07 29.3
 SG0193;SPC MI N     -   867,783.55 25,859,532.26   iFT  1.00001765   -1 07 29.3
 SG0193;UTM  16      - 5,223,296.310   382,028.212   MT  0.99977104   -1 08 27.9
 SG0193
 SG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8202823296(NAD 83)
 SG0193
 SG0193                          SUPERSEDED SURVEY CONTROL
 SG0193
 SG0193  NAD 83(1986)-  47 09 09.33458(N)    088 33 22.25228(W) AD(       ) 3
 SG0193  NAD 27      -  47 09 09.59900(N)    088 33 21.79600(W) AD(       ) 3
 SG0193
 SG0193.Superseded values are not recommended for survey control.
 SG0193
 SG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0193.See file dsdata.pdf to determine how the superseded data were derived.
 SG0193
 SG0193_MARKER: 53 = ELEVATED TANK
 SG0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0193+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 SG0193
 SG0193  HISTORY     - Date     Condition        Report By
 SG0193  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0193  HISTORY     - 1959     GOOD             CGS
 SG0193  HISTORY     - 1962     GOOD             CGS
 SG0193  HISTORY     - 1975     GOOD             NGS
 SG0193  HISTORY     - 20031003 GOOD             GEOCAC
 SG0193
 SG0193                          STATION DESCRIPTION
 SG0193
 SG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0193'IN THE LOCALITY OF FRANKLIN, AT THE FRANKLIN MINING TOWN,
 SG0193'ABOUT 2 BLOCKS SOUTH OF U.S. HIGHWAY 41 AND 0.1 MILE EAST
 SG0193'OF THE FRANKLIN MINE SHAFT, A STEEL WATER TANK PAINTED BLACK,
 SG0193'APPROXIMATELY 75 FEET HIGH
 SG0193'
 SG0193'THE FINIAL OF THE TANK WAS OBSERVED UPON FROM TRIANGULATION
 SG0193'STATIONS ARCADIA, PEQUAMING, KEWEENAW POINT NORTH BASE (USLS)
 SG0193'1871, AND KEWEENAW POINT SOUTH BASE (USLS) 1871.
 SG0193
 SG0193                          STATION RECOVERY (1959)
 SG0193
 SG0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0193'STATION RECOVERED AS DESCRIBED, HOWEVER, MINE IS NO LONGER
 SG0193'IN OPERATION.
 SG0193
 SG0193                          STATION RECOVERY (1962)
 SG0193
 SG0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0193'STATION RECOVERED AS DESCRIBED.
 SG0193
 SG0193                          STATION RECOVERY (1975)
 SG0193
 SG0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0193'THE STATION WAS RECOVERED AS DESCRIBED.
 SG0193'
 SG0193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0193'3 MILE NE OF HANCOCK.
 SG0193
 SG0193                          STATION RECOVERY (2003)
 SG0193
 SG0193'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1039 ***********************************************************************
 OJ1039  DESIGNATION -  FRAWLEY
 OJ1039  PID         -  OJ1039
 OJ1039  STATE/COUNTY-  MI/GENESEE
 OJ1039  COUNTRY     -  US
 OJ1039  USGS QUAD   -  NEW LOTHROP (2017)
 OJ1039
 OJ1039                         *CURRENT SURVEY CONTROL
 OJ1039  ______________________________________________________________________
 OJ1039* NAD 83(1994) POSITION- 43 05 17.57436(N) 083 55 04.03825(W)   ADJUSTED
 OJ1039* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 OJ1039  ______________________________________________________________________
 OJ1039  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 OJ1039  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 OJ1039  HORZ ORDER      -  FIRST
 OJ1039
 OJ1039.The horizontal coordinates were established by classical geodetic methods
 OJ1039.and adjusted by the National Geodetic Survey in February 1997.
 OJ1039
 OJ1039.The orthometric height was scaled from a topographic map.
 OJ1039
 OJ1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1039.GEOID18 height accuracy estimate available here.
 OJ1039
 OJ1039.Click photographs - Photos may exist for this station.
 OJ1039
 OJ1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1039
 OJ1039. The following values were computed from the NAD 83(1994) position.
 OJ1039
 OJ1039;                    North         East     Units Scale Factor Converg.
 OJ1039;SPC MI S     -   176,513.241 4,036,546.215   MT  0.99991315   +0 18 19.7
 OJ1039;SPC MI S     -   579,111.68 13,243,261.86   iFT  0.99991315   +0 18 19.7
 OJ1039;UTM  17      - 4,774,743.787   262,509.385   MT  1.00029390   -1 59 38.9
 OJ1039;UTM  16      - 4,775,222.948   750,874.537   MT  1.00037432   +2 06 23.9
 OJ1039
 OJ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1039!SPC MI S     -   0.99996988  x   0.99991315  =   0.99988303
 OJ1039!UTM  17      -   0.99996988  x   1.00029390  =   1.00026377
 OJ1039!UTM  16      -   0.99996988  x   1.00037432  =   1.00034419
 OJ1039
 OJ1039:                Primary Azimuth Mark                     Grid Az
 OJ1039:SPC MI S     -  BEECHER                                  089 37 53.5
 OJ1039:UTM  17      -  BEECHER                                  091 55 52.1
 OJ1039:UTM  16      -  BEECHER                                  087 49 49.3
 OJ1039
 OJ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6250974743(NAD 83)
 OJ1039
 OJ1039|---------------------------------------------------------------------|
 OJ1039| PID    Reference Object                     Distance      Geod. Az  |
 OJ1039|                                                           dddmmss.s |
 OJ1039| OJ1036 CLIO MUNICIPAL TANK                 APPROX.18.2 KM 0553554.4 |
 OJ1039| OJ1033 MT MORRIS MUNICIPAL TANK            APPROX.18.8 KM 0793355.0 |
 OJ1039| CH0214 FRAWLEY RM 1                         29.261 METERS 08917     |
 OJ1039| OJ1035 BEECHER                             APPROX.18.0 KM 0895613.2 |
 OJ1039| OJ1038 FLUSHING MUNICIPAL TANK             APPROX. 7.3 KM 1085918.3 |
 OJ1039| CH0213 FRAWLEY AZ MK                                      3022847.6 |
 OJ1039| CH0215 FRAWLEY RM 2                         58.113 METERS 33919     |
 OJ1039|---------------------------------------------------------------------|
 OJ1039
 OJ1039                          SUPERSEDED SURVEY CONTROL
 OJ1039
 OJ1039  NAD 83(1986)-  43 05 17.57089(N)    083 55 04.06225(W) AD(       ) 1
 OJ1039  NAD 27      -  43 05 17.47400(N)    083 55 04.19900(W) AD(       ) 1
 OJ1039
 OJ1039.Superseded values are not recommended for survey control.
 OJ1039
 OJ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1039.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1039
 OJ1039_MARKER: DS = TRIANGULATION STATION DISK
 OJ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1039_STAMPING: FRAWLEY 1943
 OJ1039_MARK LOGO: CGS
 OJ1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1039+STABILITY: SURFACE MOTION
 OJ1039
 OJ1039  HISTORY     - Date     Condition        Report By
 OJ1039  HISTORY     - 1943     MONUMENTED       CGS
 OJ1039  HISTORY     - 1966     GOOD             CGS
 OJ1039  HISTORY     - 1980     GOOD             MIDH
 OJ1039
 OJ1039                          STATION DESCRIPTION
 OJ1039
 OJ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1039'STATION IS LOCATED ABOUT 15 MILES NE OF FLINT ON LAND OWNED BY J.S.
 OJ1039'FRAWLEY AND OCCUPIED BY ROY ANDERSON.  THE MARK IS SET 19 FEET NW OF
 OJ1039'THE GARAGE AND 3.7 FEET E OF A REFERENCE POST.  THE DISK IS STAMPED
 OJ1039'FRAWLEY 1943.
 OJ1039'
 OJ1039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OJ1039'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1039'
 OJ1039'REFERENCE MARK 1 IS 96.00 FEET E OF THE STATION.  THE MARK IS 2.7 FEET
 OJ1039'S OF THE REAR OF THE HOUSE.  THE DISK IS STAMPED FRAWLEY NO 1 1943.
 OJ1039'
 OJ1039'REFERENCE MARK 2 IS 190.66 FEET NNW OF THE STATION.  THE MARK IS SET
 OJ1039'AT THE N EDGE OF A CULTIVATED FIELD, 56 FEET W OF THE DRIVEWAY INTO
 OJ1039'THE FRAWLEY RESIDENCE, 26 FEET S OF THE CENTER LINE OF A GRAVELED E-W
 OJ1039'ROAD AND 1.0 FOOT S OF THE FENCE.  THE DISK IS STAMPED FRAWLEY NO 2
 OJ1039'1943.
 OJ1039'
 OJ1039'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE WNW OF THE STATION.  THE
 OJ1039'MARK IS SET ON THE RIGHT-OF-WAY OF STATE HIGHWAY 13.  IT IS SET IN A
 OJ1039'LINE OF TREES, 25.6 FEET E OF THE CENTER LINE OF HIGHWAY 13 AND 2.7
 OJ1039'FEET N OF A REFERENCE POST.  IT IS STAMPED FRAWLEY 1943.
 OJ1039'
 OJ1039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 21,
 OJ1039'WHICH IS ABOUT 12 MILES W OF FLINT, GO N ON STATE HIGHWAY 13 FOR 6.2
 OJ1039'MILES TO A T-ROAD RIGHT,* TURN RIGHT FOR 0.55 MILE TO A FARM ENTRANCE
 OJ1039'LANE OF THE J.S. FRAWLEY FARM, TURN RIGHT FOR 0.05 MILE TO THE STATION
 OJ1039'ON THE RIGHT AS DESCRIBED.
 OJ1039'
 OJ1039'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO N ON HIGHWAY 13 FOR 0.35
 OJ1039'MILE TO THE MARK ON THE RIGHT.
 OJ1039'
 OJ1039'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1039
 OJ1039                          STATION RECOVERY (1966)
 OJ1039
 OJ1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1039'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND AS
 OJ1039'DESCRIBED AT THIS TIME.  THE ROAD HAS BEEN WIDENED AND THE TREES
 OJ1039'REMOVED AT THE SITE OF THE AZIMUTH MARK AND IT IS ASSUMED LOST.  NO
 OJ1039'V.G.  OBJECT TO ESTABLISH A NEW AZIMUTH MARK FROM.  THE PREVIOUS
 OJ1039'DESCRIPTION IS GOOD.
 OJ1039
 OJ1039                          STATION RECOVERY (1980)
 OJ1039
 OJ1039'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1039'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 OJ1039'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT COULD NOT
 OJ1039'BE FOUND. THE DISTANCE WAS NOT CHECKED.  THE TO REACH AND DESCRIPTION
 OJ1039'ARE ADEQUATE EXCEPT THE HOUSE IS NOW OCCUPIED BY MR ALDRICH AND ITS
 OJ1039'BUILDING NUMBER IS 12143.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1048 ***********************************************************************
 RJ1048  DESIGNATION -  FRECHETTE POINT F RNG LT
 RJ1048  PID         -  RJ1048
 RJ1048  STATE/COUNTY-  MI/CHIPPEWA
 RJ1048  COUNTRY     -  US
 RJ1048  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1048
 RJ1048                         *CURRENT SURVEY CONTROL
 RJ1048  ______________________________________________________________________
 RJ1048* NAD 83(1994) POSITION- 46 27 20.23116(N) 084 16 46.03202(W)   NO CHECK
 RJ1048* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) VERTCON3
 RJ1048  ______________________________________________________________________
 RJ1048  GEOID HEIGHT    -        -36.652 (meters)                     GEOID18
 RJ1048  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 RJ1048  HORZ ORDER      -  THIRD
 RJ1048
 RJ1048.The horizontal coordinates were established by classical geodetic methods
 RJ1048.and adjusted by the National Geodetic Survey in February 1997.
 RJ1048
 RJ1048.No horizontal observational check was made to the station.
 RJ1048
 RJ1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1048
 RJ1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1048.GEOID18 height accuracy estimate available here.
 RJ1048
 RJ1048.Click photographs - Photos may exist for this station.
 RJ1048
 RJ1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1048
 RJ1048. The following values were computed from the NAD 83(1994) position.
 RJ1048
 RJ1048;                    North         East     Units Scale Factor Converg.
 RJ1048;SPC MI N     -   189,451.149 8,208,945.661   MT  0.99990724   +1 57 59.0
 RJ1048;SPC MI N     -   621,558.89 26,932,236.42   iFT  0.99990724   +1 57 59.0
 RJ1048;UTM  16      - 5,148,268.526   708,918.573   MT  1.00013654   +1 58 21.6
 RJ1048
 RJ1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1048!SPC MI N     -   0.99997676  x   0.99990724  =   0.99988401
 RJ1048!UTM  16      -   0.99997676  x   1.00013654  =   1.00011330
 RJ1048
 RJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891848268(NAD 83)
 RJ1048
 RJ1048                          SUPERSEDED SURVEY CONTROL
 RJ1048
 RJ1048  NAD 83(1986)-  46 27 20.21628(N)    084 16 46.04344(W) AD(       ) 3
 RJ1048  NAD 27      -  46 27 20.13718(N)    084 16 45.92453(W) AD(       ) 3
 RJ1048  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 RJ1048
 RJ1048.Superseded values are not recommended for survey control.
 RJ1048
 RJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1048.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1048
 RJ1048_MARKER: 15 = RANGE MARKER
 RJ1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1048
 RJ1048  HISTORY     - Date     Condition        Report By
 RJ1048  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1048  HISTORY     - 19940720 GOOD             USPSQD
 RJ1048
 RJ1048                          STATION DESCRIPTION
 RJ1048
 RJ1048'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1048'THE STATION, FRECHETTE POINT F RNG LT, IS THE FLASHING GREEN
 RJ1048'LIGHT ON TOP OF AND IN THE CENTER OF THE STRUCTURE.
 RJ1048'
 RJ1048'THE STATION IS LOCATED IN THE ST MARYS RIVER NEAR FRECHETTE
 RJ1048'POINT ON A CAISSON.
 RJ1048'
 RJ1048'TO REACH THE STATION FROM THE MUNICIPAL DOCK IN SAULT STE
 RJ1048'MARIE, MICHIGAN GO SOUTHERLY BY BOAT, FOR APPROXIMATELY
 RJ1048'2.0 NAUTICAL MILES TO A CAISSON AND THE STATION.
 RJ1048
 RJ1048                          STATION RECOVERY (1994)
 RJ1048
 RJ1048'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1437 ***********************************************************************
 RJ1437  DESIGNATION -  FRECHETTE POINT F RNG LT
 RJ1437  PID         -  RJ1437
 RJ1437  STATE/COUNTY-  MI/CHIPPEWA
 RJ1437  COUNTRY     -  US
 RJ1437  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1437
 RJ1437                         *CURRENT SURVEY CONTROL
 RJ1437  ______________________________________________________________________
 RJ1437* NAD 83(1994) POSITION- 46 27 20.22194(N) 084 16 46.00600(W)   ADJUSTED
 RJ1437* NAVD 88 ORTHO HEIGHT -   186.5   (meters)      612.    (feet) VERTCON3
 RJ1437  ______________________________________________________________________
 RJ1437  GEOID HEIGHT    -        -36.652 (meters)                     GEOID18
 RJ1437  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 RJ1437  HORZ ORDER      -  THIRD
 RJ1437
 RJ1437.The horizontal coordinates were established by classical geodetic methods
 RJ1437.and adjusted by the National Geodetic Survey in February 1997.
 RJ1437
 RJ1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1437
 RJ1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1437.GEOID18 height accuracy estimate available here.
 RJ1437
 RJ1437.Click photographs - Photos may exist for this station.
 RJ1437
 RJ1437.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1437
 RJ1437. The following values were computed from the NAD 83(1994) position.
 RJ1437
 RJ1437;                    North         East     Units Scale Factor Converg.
 RJ1437;SPC MI N     -   189,450.883 8,208,946.225   MT  0.99990724   +1 57 59.0
 RJ1437;SPC MI N     -   621,558.02 26,932,238.27   iFT  0.99990724   +1 57 59.0
 RJ1437;UTM  16      - 5,148,268.260   708,919.138   MT  1.00013654   +1 58 21.6
 RJ1437
 RJ1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1437!SPC MI N     -   0.99997651  x   0.99990724  =   0.99988375
 RJ1437!UTM  16      -   0.99997651  x   1.00013654  =   1.00011304
 RJ1437
 RJ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891948268(NAD 83)
 RJ1437
 RJ1437                          SUPERSEDED SURVEY CONTROL
 RJ1437
 RJ1437  NAD 83(1986)-  46 27 20.21290(N)    084 16 46.00297(W) AD(       ) 3
 RJ1437  NGVD 29 (02/08/93)  186.6    (m)          612.     (f) VERT ANG       
 RJ1437
 RJ1437.Superseded values are not recommended for survey control.
 RJ1437
 RJ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1437.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1437
 RJ1437_MARKER: 15 = RANGE MARKER
 RJ1437
 RJ1437  HISTORY     - Date     Condition        Report By
 RJ1437  HISTORY     - 1986     FIRST OBSERVED   NOS
 RJ1437  HISTORY     - 19940720 GOOD             USPSQD
 RJ1437
 RJ1437                          STATION DESCRIPTION
 RJ1437
 RJ1437'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MJ)
 RJ1437'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH-SOUTHEAST OF
 RJ1437'SAULT STE MARIE NEAR THE WEST SHORELINE OF THE ST MARYS RIVER AT A
 RJ1437'POINT OF LAND KNOWN AS FRECHETTE POINT.
 RJ1437'
 RJ1437'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 RJ1437'
 RJ1437'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 RJ1437'ELONGATED LIGHT ATOP THE STEEL STRUCTURE.  THIS SAME PLATFORM
 RJ1437'SUPPORTS THE FRECHETTE POINT LT 91.
 RJ1437'
 RJ1437'DESCRIBED BY R DECROIX.
 RJ1437
 RJ1437                          STATION RECOVERY (1994)
 RJ1437
 RJ1437'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1327 ***********************************************************************
 RJ1327  DESIGNATION -  FRECHETTE POINT LR2 149
 RJ1327  PID         -  RJ1327
 RJ1327  STATE/COUNTY-  MI/CHIPPEWA
 RJ1327  COUNTRY     -  US
 RJ1327  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1327
 RJ1327                         *CURRENT SURVEY CONTROL
 RJ1327  ______________________________________________________________________
 RJ1327* NAD 83(1994) POSITION- 46 27 29.48792(N) 084 16 56.41817(W)   ADJUSTED
 RJ1327* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1327  ______________________________________________________________________
 RJ1327  GEOID HEIGHT    -        -36.653 (meters)                     GEOID18
 RJ1327  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 RJ1327  HORZ ORDER      -  SECOND
 RJ1327
 RJ1327.The horizontal coordinates were established by classical geodetic methods
 RJ1327.and adjusted by the National Geodetic Survey in February 1997.
 RJ1327
 RJ1327.The orthometric height was scaled from a topographic map.
 RJ1327
 RJ1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1327.GEOID18 height accuracy estimate available here.
 RJ1327
 RJ1327.Click photographs - Photos may exist for this station.
 RJ1327
 RJ1327.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1327
 RJ1327. The following values were computed from the NAD 83(1994) position.
 RJ1327
 RJ1327;                    North         East     Units Scale Factor Converg.
 RJ1327;SPC MI N     -   189,729.183 8,208,714.372   MT  0.99990738   +1 57 51.5
 RJ1327;SPC MI N     -   622,471.07 26,931,477.60   iFT  0.99990738   +1 57 51.5
 RJ1327;UTM  16      - 5,148,546.598   708,687.200   MT  1.00013535   +1 58 14.4
 RJ1327
 RJ1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1327!SPC MI N     -   0.99997676  x   0.99990738  =   0.99988415
 RJ1327!UTM  16      -   0.99997676  x   1.00013535  =   1.00011211
 RJ1327
 RJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0868748546(NAD 83)
 RJ1327
 RJ1327                          SUPERSEDED SURVEY CONTROL
 RJ1327
 RJ1327  NAD 83(1986)-  46 27 29.48005(N)    084 16 56.41580(W) AD(       ) 2
 RJ1327
 RJ1327.Superseded values are not recommended for survey control.
 RJ1327
 RJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1327.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1327
 RJ1327_MARKER: DD = SURVEY DISK
 RJ1327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RJ1327_STAMPING: LR2-149 1988
 RJ1327_MARK LOGO: USACE
 RJ1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1327+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 RJ1327
 RJ1327  HISTORY     - Date     Condition        Report By
 RJ1327  HISTORY     - 1988     MONUMENTED       USACE
 RJ1327  HISTORY     - 20051123 GOOD             INDIV
 RJ1327
 RJ1327                          STATION DESCRIPTION
 RJ1327
 RJ1327'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1327'THE STATION IS LOCATED 6.4 KM (4.0 MI) SOUTHEAST OF SAULT STE MARIE
 RJ1327'35.1 KM (21.8 MI) NORTHEAST OF RUDYARD
 RJ1327'59.5 KM (37.0 MI) NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1327'IN FRAC SEC 22 T47N-R1E
 RJ1327'OWNERSHIP---DELORES SWICK AND RICHARD WANDLER
 RJ1327'
 RJ1327'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1327'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET,
 RJ1327'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO
 RJ1327'PORTAGE AVENUE, TURN RIGHT AND GO EAST FOR 7.5 KM (4.65 MI) ON
 RJ1327'PORTAGE AVENUE (WHICH WILL BECOME RIVERSIDE DRIVE). THE STATION IS
 RJ1327'289.6 METERS (950 FT) FROM RIVERSIDE DRIVE TOWARD THE ST MARYS RIVER.
 RJ1327'
 RJ1327'THE STATION IS A STANDARD COE DISK
 RJ1327'THAT IS STAMPED---LR2-149 1988---,
 RJ1327'SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND
 RJ1327'ATTACHED TO AN ALUMINUM ROD DRIVEN 13.7 METER (45 FT) INTO THE
 RJ1327'GROUND LOCATED 13.7 METERS (45 FT) FROM EDGE OF WATER.
 RJ1327'
 RJ1327'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1327
 RJ1327                          STATION RECOVERY (2005)
 RJ1327
 RJ1327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ1327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1047 ***********************************************************************
 RJ1047  DESIGNATION -  FRECHETTE POINT LT 91
 RJ1047  PID         -  RJ1047
 RJ1047  STATE/COUNTY-  MI/CHIPPEWA
 RJ1047  COUNTRY     -  US
 RJ1047  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1047
 RJ1047                         *CURRENT SURVEY CONTROL
 RJ1047  ______________________________________________________________________
 RJ1047* NAD 83(1994) POSITION- 46 27 20.24875(N) 084 16 45.99269(W)   NO CHECK
 RJ1047* NAVD 88 ORTHO HEIGHT -   186.5   (meters)      612.    (feet) VERTCON3
 RJ1047  ______________________________________________________________________
 RJ1047  GEOID HEIGHT    -        -36.652 (meters)                     GEOID18
 RJ1047  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 RJ1047  HORZ ORDER      -  THIRD
 RJ1047
 RJ1047.The horizontal coordinates were established by classical geodetic methods
 RJ1047.and adjusted by the National Geodetic Survey in February 1997.
 RJ1047
 RJ1047.No horizontal observational check was made to the station.
 RJ1047
 RJ1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1047
 RJ1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1047.GEOID18 height accuracy estimate available here.
 RJ1047
 RJ1047.Click photographs - Photos may exist for this station.
 RJ1047
 RJ1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1047
 RJ1047. The following values were computed from the NAD 83(1994) position.
 RJ1047
 RJ1047;                    North         East     Units Scale Factor Converg.
 RJ1047;SPC MI N     -   189,451.720 8,208,946.481   MT  0.99990724   +1 57 59.0
 RJ1047;SPC MI N     -   621,560.76 26,932,239.11   iFT  0.99990724   +1 57 59.0
 RJ1047;UTM  16      - 5,148,269.098   708,919.393   MT  1.00013655   +1 58 21.7
 RJ1047
 RJ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1047!SPC MI N     -   0.99997650  x   0.99990724  =   0.99988375
 RJ1047!UTM  16      -   0.99997650  x   1.00013655  =   1.00011305
 RJ1047
 RJ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891948269(NAD 83)
 RJ1047
 RJ1047                          SUPERSEDED SURVEY CONTROL
 RJ1047
 RJ1047  NAD 83(1986)-  46 27 20.24075(N)    084 16 45.98548(W) AD(       ) 3
 RJ1047  NAD 27      -  46 27 20.16165(N)    084 16 45.86657(W) AD(       ) 3
 RJ1047  NGVD 29 (02/08/93)  186.7    (m)          613.     (f) VERT ANG       
 RJ1047  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 RJ1047
 RJ1047.Superseded values are not recommended for survey control.
 RJ1047
 RJ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1047.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1047
 RJ1047_MARKER: 14 = NAVIGATION LIGHT
 RJ1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1047
 RJ1047  HISTORY     - Date     Condition        Report By
 RJ1047  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1047  HISTORY     - 1986     GOOD             NOS
 RJ1047  HISTORY     - 19940720 GOOD             USPSQD
 RJ1047
 RJ1047                          STATION DESCRIPTION
 RJ1047
 RJ1047'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1047'THE STATION, FRECHETTE POINT LT 91, IS THE FIXED GREEN LIGHT
 RJ1047'ON TOP OF BUT NOT IN THE CENTER OF THE 9 METER STRUCTURE
 RJ1047'SUPPORTING THE FRECHETTE POINT F RNG LT.
 RJ1047'
 RJ1047'THE STATION IS LOCATED ON A CAISSON IN THE ST MARYS RIVER NEAR
 RJ1047'FRECHETTE POINT.
 RJ1047'
 RJ1047'TO REACH THE STATION FROM THE SAULT STE MARIE MUNICIPAL DOCK
 RJ1047'ON LITTLE RAPIDS CREEK IN SAULT STE MARIE, MICHIGAN GO SOUTHERLY
 RJ1047'BY BOAT,FOR APPROXIMATELY 2.0 NAUTICAL MILES.
 RJ1047
 RJ1047                          STATION RECOVERY (1986)
 RJ1047
 RJ1047'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1047'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST FROM
 RJ1047'THE FERRY LANDING AT MISSION POINT.
 RJ1047'
 RJ1047'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY LANDING SITE
 RJ1047'AT MISSION POINT GO SOUTHEAST BY BOAT FOR APPROXIMATELY 2.0
 RJ1047'MILES TO THE LIGHT ON THE RIGHT.  THE STATION IS ALSO THE SAME
 RJ1047'STRUCTURE AS THE FRECHETTE POINT F RNG LT.
 RJ1047'
 RJ1047'THE STATION IS THE HIGHEST VERTICAL POINT OF THE FIXED GREEN
 RJ1047'LIGHT ATOP THE BLACK SKELETAL TOWER.
 RJ1047'
 RJ1047'DESCRIBED BY M JOHNSON.
 RJ1047
 RJ1047                          STATION RECOVERY (1994)
 RJ1047
 RJ1047'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1029 ***********************************************************************
 RJ1029  DESIGNATION -  FRECHETTE POINT R RNG LT
 RJ1029  PID         -  RJ1029
 RJ1029  STATE/COUNTY-  MI/CHIPPEWA
 RJ1029  COUNTRY     -  US
 RJ1029  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ1029
 RJ1029                         *CURRENT SURVEY CONTROL
 RJ1029  ______________________________________________________________________
 RJ1029* NAD 83(1994) POSITION- 46 27 55.72815(N) 084 17 24.17310(W)   NO CHECK
 RJ1029* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) VERTCON3
 RJ1029  ______________________________________________________________________
 RJ1029  GEOID HEIGHT    -        -36.656 (meters)                     GEOID18
 RJ1029  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 RJ1029  HORZ ORDER      -  THIRD
 RJ1029
 RJ1029.The horizontal coordinates were established by classical geodetic methods
 RJ1029.and adjusted by the National Geodetic Survey in February 1997.
 RJ1029
 RJ1029.No horizontal observational check was made to the station.
 RJ1029
 RJ1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1029
 RJ1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1029.GEOID18 height accuracy estimate available here.
 RJ1029
 RJ1029.Click photographs - Photos may exist for this station.
 RJ1029
 RJ1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1029
 RJ1029. The following values were computed from the NAD 83(1994) position.
 RJ1029
 RJ1029;                    North         East     Units Scale Factor Converg.
 RJ1029;SPC MI N     -   190,518.606 8,208,094.812   MT  0.99990777   +1 57 31.4
 RJ1029;SPC MI N     -   625,061.04 26,929,444.92   iFT  0.99990777   +1 57 31.4
 RJ1029;UTM  16      - 5,149,336.130   708,067.411   MT  1.00013218   +1 57 55.1
 RJ1029
 RJ1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1029!SPC MI N     -   0.99997378  x   0.99990777  =   0.99988156
 RJ1029!UTM  16      -   0.99997378  x   1.00013218  =   1.00010596
 RJ1029
 RJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0806749336(NAD 83)
 RJ1029
 RJ1029                          SUPERSEDED SURVEY CONTROL
 RJ1029
 RJ1029  NAD 83(1986)-  46 27 55.71226(N)    084 17 24.18697(W) AD(       ) 3
 RJ1029  NAD 27      -  46 27 55.63692(N)    084 17 24.05716(W) AD(       ) 3
 RJ1029  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 RJ1029
 RJ1029.Superseded values are not recommended for survey control.
 RJ1029
 RJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1029.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1029
 RJ1029_MARKER: 15 = RANGE MARKER
 RJ1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1029
 RJ1029  HISTORY     - Date     Condition        Report By
 RJ1029  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1029  HISTORY     - 19940720 GOOD             USPSQD
 RJ1029
 RJ1029                          STATION DESCRIPTION
 RJ1029
 RJ1029'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1029'THE STATION, FRECHETTE POINT R RNG LT, IS THE FIXED GREEN
 RJ1029'LIGHT ON TOP OF A 27 METER HIGH STRUCTURE.
 RJ1029'
 RJ1029'THE STATION IS LOCATED ON THE SOUTHEAST END OF ISLAND NO. 1
 RJ1029'BETWEEN THE ST MARYS RIVER AND THE LITTLE RAPIDS CUT.
 RJ1029'
 RJ1029'TO REACH THE STATION FROM THE SAULT STE MARIE MUNICIPAL DOCK
 RJ1029'IN SAULT STE MARIE, MICHIGAN, GO BY BOAT SOUTHEAST FOR
 RJ1029'APPROXIMATELY 1 NAUTICAL MILE TO THE SOUTHEAST END OF THE
 RJ1029'ISLAND AND THE AREA OF THE STATION.
 RJ1029
 RJ1029                          STATION RECOVERY (1994)
 RJ1029
 RJ1029'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DS3958 ***********************************************************************
 DS3958  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3958  DESIGNATION -  FRECHETTE2
 DS3958  PID         -  DS3958
 DS3958  STATE/COUNTY-  MI/CHIPPEWA
 DS3958  COUNTRY     -  US
 DS3958  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 DS3958
 DS3958                         *CURRENT SURVEY CONTROL
 DS3958  ______________________________________________________________________
 DS3958* NAD 83(2011) POSITION- 46 27 41.51182(N) 084 17 14.32425(W)   ADJUSTED
 DS3958* NAD 83(2011) ELLIP HT-   141.150 (meters)        (12/02/25)   ADJUSTED
 DS3958* NAD 83(2011) EPOCH   -  2010.00
 DS3958* NAVD 88 ORTHO HEIGHT -   177.81  (meters)      583.4   (feet) GPS OBS
 DS3958  ______________________________________________________________________
 DS3958  GEOID HEIGHT    -        -36.653 (meters)                     GEOID18
 DS3958  NAD 83(2011) X  -    438,112.859 (meters)                     COMP
 DS3958  NAD 83(2011) Y  - -4,379,511.547 (meters)                     COMP
 DS3958  NAD 83(2011) Z  -  4,600,838.113 (meters)                     COMP
 DS3958  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DS3958
 DS3958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3958  Standards:
 DS3958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3958  -------------------------------------------------------------------
 DS3958  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.02864594
 DS3958  -------------------------------------------------------------------
 DS3958  Click here for local accuracies and other accuracy information.
 DS3958
 DS3958.The horizontal coordinates were established by GPS observations
 DS3958.and adjusted by the National Geodetic Survey in December 2025.
 DS3958
 DS3958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3958.been affixed to the stable North American tectonic plate. See 
 DS3958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3958
 DS3958.The horizontal coordinates are valid at the epoch date displayed above
 DS3958.which is a decimal equivalence of Year/Month/Day.
 DS3958
 DS3958.The orthometric height was determined by GPS observations and a
 DS3958.high-resolution geoid model using precise GPS observation and
 DS3958.processing techniques.
 DS3958
 DS3958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3958.GEOID18 height accuracy estimate available here.
 DS3958
 DS3958.Click photographs - Photos may exist for this station.
 DS3958
 DS3958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3958
 DS3958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3958
 DS3958.The ellipsoidal height was determined by GPS observations
 DS3958.and is referenced to NAD 83.
 DS3958
 DS3958. The following values were computed from the NAD 83(2011) position.
 DS3958
 DS3958;                    North         East     Units Scale Factor Converg.
 DS3958;SPC MI N     -   190,087.119 8,208,319.827   MT  0.99990755   +1 57 38.5
 DS3958;SPC MI N     -   623,645.40 26,930,183.16   iFT  0.99990755   +1 57 38.5
 DS3958;UTM  16      - 5,148,904.571   708,292.526   MT  1.00013333   +1 58 01.8
 DS3958
 DS3958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3958!SPC MI N     -   0.99997787  x   0.99990755  =   0.99988543
 DS3958!UTM  16      -   0.99997787  x   1.00013333  =   1.00011120
 DS3958
 DS3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0829248904(NAD 83)
 DS3958
 DS3958                          SUPERSEDED SURVEY CONTROL
 DS3958
 DS3958.No superseded survey control is available for this station.
 DS3958
 DS3958_MARKER: DD = SURVEY DISK
 DS3958_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS3958+WITH SETTING: INFORMATION.
 DS3958_STAMPING: FRECHETTE 2 2009
 DS3958_MARK LOGO: USACE
 DS3958_PROJECTION: PROJECTING 3 CENTIMETERS
 DS3958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS3958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3958+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DS3958
 DS3958  HISTORY     - Date     Condition        Report By
 DS3958  HISTORY     - 20090811 MONUMENTED       USACE
 DS3958  HISTORY     - 20220815 GOOD             USACE
 DS3958
 DS3958                          STATION DESCRIPTION
 DS3958
 DS3958'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2022 (KSJ)
 DS3958'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH OF BARBEAU, 9.7 MI
 DS3958'(15.6 KM) NORTHEAST OF DAFTER, 8.5 MI (13.7 KM) SOUTHWEST OF PAYMENT,
 DS3958'7.5 MI (12.1 KM) EAST OF SHALLOWS AND 3.8 MI (6.1 KM) SOUTHEAST OF
 DS3958'SAULT SAINTE MARIE.
 DS3958'
 DS3958'TO REACH FROM THE INTERSECTION OF M-129 AND 3 MI (4.8 KM) ROAD ON THE
 DS3958'SOUTH SIDE OF SAULT STE MARIE, FOLLOW 3 MI (4.8 KM) ROAD EAST FOR 3 MI
 DS3958'(4.8 KM) TO RIVERSIDE DRIVE.  TURN RIGHT AND GO SOUTHEAST ALONG
 DS3958'RIVERSIDE DRIVE FOR 0.15 MI (0.24 KM) TO A GRAVEL DRIVE JUST SOUTH OF
 DS3958'HOUSE #3093.  TURN LEFT AND GO EAST THEN SOUTH ALONG TRAIL 500 FT
 DS3958'(152.4 M) TO THE MARK ON THE RIGHT.
 DS3958'
 DS3958'IT IS 13.5 FT (4.1 M) NORTH OF A POWER POLE AND 61 FT (18.6 M)
 DS3958'NORTHWEST OF A FOOT BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0193 ***********************************************************************
 QK0193  DESIGNATION -  FREEDOM
 QK0193  PID         -  QK0193
 QK0193  STATE/COUNTY-  MI/CHEBOYGAN
 QK0193  COUNTRY     -  US
 QK0193  USGS QUAD   -  FREEDOM (2017)
 QK0193
 QK0193                         *CURRENT SURVEY CONTROL
 QK0193  ______________________________________________________________________
 QK0193* NAD 83(1986) POSITION- 45 43 55.     (N) 084 37 59.     (W)   SCALED
 QK0193* NAVD 88 ORTHO HEIGHT -   185.566 (meters)      608.81  (feet) ADJUSTED
 QK0193  ______________________________________________________________________
 QK0193  GEOID HEIGHT    -        -35.570 (meters)                     GEOID18
 QK0193  DYNAMIC HEIGHT  -        185.568 (meters)      608.82  (feet) COMP
 QK0193  MODELED GRAVITY -    980,624.4   (mgal)                       NAVD 88
 QK0193
 QK0193  VERT ORDER      -  FIRST     CLASS I
 QK0193
 QK0193.The horizontal coordinates were scaled from a map and have
 QK0193.an estimated accuracy of +/- 6 seconds.
 QK0193
 QK0193.The orthometric height was determined by differential leveling and
 QK0193.adjusted by the NATIONAL GEODETIC SURVEY
 QK0193.in June 1991.
 QK0193
 QK0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0193.GEOID18 height accuracy estimate available here.
 QK0193
 QK0193.Click photographs - Photos may exist for this station.
 QK0193
 QK0193.The dynamic height is computed by dividing the NAVD 88
 QK0193.geopotential number by the normal gravity value computed on the
 QK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0193.degrees latitude (g = 980.6199 gals.).
 QK0193
 QK0193.The modeled gravity was interpolated from observed gravity values.
 QK0193
 QK0193;                    North         East    Units  Estimated Accuracy
 QK0193;SPC MI C     -   268,430.    5,979,270.      MT  (+/- 180 meters Scaled)
 QK0193
 QK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR841669(NAD 83)
 QK0193
 QK0193                          SUPERSEDED SURVEY CONTROL
 QK0193
 QK0193.No superseded survey control is available for this station.
 QK0193
 QK0193_MARKER: DD = SURVEY DISK
 QK0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0193_SP_SET: CULVERT HEADWALL
 QK0193_MARK LOGO: USLS
 QK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0193+STABILITY: SURFACE MOTION
 QK0193
 QK0193  HISTORY     - Date     Condition        Report By
 QK0193  HISTORY     - 1973     MONUMENTED       USLS
 QK0193  HISTORY     - 1973     GOOD             USLS
 QK0193  HISTORY     - 20180817 MARK NOT FOUND   USPSQD
 QK0193  HISTORY     - 20230803 MARK NOT FOUND   MIDT
 QK0193
 QK0193                          STATION DESCRIPTION
 QK0193
 QK0193'DESCRIBED BY US LAKE SURVEY 1973
 QK0193'6.2 MI SE FROM MACKINAW CITY.
 QK0193'FREEDOM IS IN CHEBOYGAN COUNTY, MICHIGAN, 6.2 MILES SOUTHEAST ALONG
 QK0193'HWY. U.S. 23, FROM THE INTERSECTION OF LANGLADE STREET AND
 QK0193'CENTRAL AVE. IN MACKINAW CITY, 0.5 MILES EAST OF N. HERON MAIL
 QK0193'ROAD, 28 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 0.8 FEET
 QK0193'NORTHWEST OF SOUTHEAST FACE AND 0.5 FEET NORTHEAST OF SOUTHWEST
 QK0193'FACE OF A 4-FOOT CONCRETE CULVERT, 1-FOOT BELOW THE ROAD SURFACE,
 QK0193'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 QK0193'INTO TOP OF CULVERT.  NOTE-- PREV. DESIG. FREEDOM 1973.
 QK0193
 QK0193                          STATION RECOVERY (2018)
 QK0193
 QK0193'RECOVERY NOTE BY US POWER SQUADRON 2018 (MAL)
 QK0193'MARK NOT FOUND.
 QK0193
 QK0193                          STATION RECOVERY (2023)
 QK0193
 QK0193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0006 ***********************************************************************
 OK0006  FBN         -  This is a Federal Base Network Control Station.
 OK0006  PACS        -  This is a Primary Airport Control Station.
 OK0006  DESIGNATION -  FREELAND
 OK0006  PID         -  OK0006
 OK0006  STATE/COUNTY-  MI/SAGINAW
 OK0006  COUNTRY     -  US
 OK0006  USGS QUAD   -  AUBURN (2017)
 OK0006
 OK0006                         *CURRENT SURVEY CONTROL
 OK0006  ______________________________________________________________________
 OK0006* NAD 83(2011) POSITION- 43 31 22.32358(N) 084 05 26.01241(W)   ADJUSTED
 OK0006* NAD 83(2011) ELLIP HT-   169.314 (meters)        (06/27/12)   ADJUSTED
 OK0006* NAD 83(2011) EPOCH   -  2010.00
 OK0006* NAVD 88 ORTHO HEIGHT -   203.553 (meters)      667.82  (feet) ADJUSTED
 OK0006  ______________________________________________________________________
 OK0006  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 OK0006  NAD 83(2011) X  -    476,921.598 (meters)                     COMP
 OK0006  NAD 83(2011) Y  - -4,607,649.377 (meters)                     COMP
 OK0006  NAD 83(2011) Z  -  4,369,920.942 (meters)                     COMP
 OK0006  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 OK0006  DYNAMIC HEIGHT  -        203.512 (meters)      667.69  (feet) COMP
 OK0006  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 OK0006  OBS GRAVITY     -    980,412.0   (mgal)                       GRAV_OBS
 OK0006
 OK0006  VERT ORDER      -  SECOND    CLASS 0
 OK0006
 OK0006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OK0006  Standards:
 OK0006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OK0006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OK0006  -------------------------------------------------------------------
 OK0006  NETWORK    0.52   1.23           0.20   0.22   0.63     -0.15507743
 OK0006  -------------------------------------------------------------------
 OK0006  Click here for local accuracies and other accuracy information.
 OK0006
 OK0006.This mark is at Tri City Intl Airport (MBS)
 OK0006
 OK0006.The horizontal coordinates were established by GPS observations
 OK0006.and adjusted by the National Geodetic Survey in June 2012.
 OK0006
 OK0006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OK0006.been affixed to the stable North American tectonic plate. See 
 OK0006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OK0006
 OK0006.The horizontal coordinates are valid at the epoch date displayed above
 OK0006.which is a decimal equivalence of Year/Month/Day.
 OK0006
 OK0006.The orthometric height was determined by differential leveling and
 OK0006.adjusted by the NATIONAL GEODETIC SURVEY
 OK0006.in June 1991.
 OK0006
 OK0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0006.GEOID18 height accuracy estimate available here.
 OK0006
 OK0006.Click photographs - Photos may exist for this station.
 OK0006
 OK0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0006
 OK0006.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0006
 OK0006.The ellipsoidal height was determined by GPS observations
 OK0006.and is referenced to NAD 83.
 OK0006
 OK0006.The dynamic height is computed by dividing the NAVD 88
 OK0006.geopotential number by the normal gravity value computed on the
 OK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0006.degrees latitude (g = 980.6199 gals.).
 OK0006
 OK0006.The modeled gravity was interpolated from observed gravity values.
 OK0006
 OK0006.The observed gravity was obtained from relative gravimeter ties
 OK0006.to the IGSN71 gravity network.
 OK0006
 OK0006. The following values were computed from the NAD 83(2011) position.
 OK0006
 OK0006;                    North         East     Units Scale Factor Converg.
 OK0006;SPC MI S     -   224,738.667 4,022,321.506   MT  0.99996884   +0 11 16.4
 OK0006;SPC MI S     -   737,331.58 13,196,592.87   iFT  0.99996884   +0 11 16.4
 OK0006;UTM  16      - 4,822,993.936   735,128.370   MT  1.00028009   +2 00 16.1
 OK0006
 OK0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0006!SPC MI S     -   0.99997345  x   0.99996884  =   0.99994229
 OK0006!UTM  16      -   0.99997345  x   1.00028009  =   1.00025353
 OK0006
 OK0006:                Primary Azimuth Mark                     Grid Az
 OK0006:SPC MI S     -  APPOLD                                   067 32 13.0
 OK0006:UTM  16      -  APPOLD                                   065 43 13.3
 OK0006
 OK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3512822993(NAD 83)
 OK0006
 OK0006|---------------------------------------------------------------------|
 OK0006| PID    Reference Object                     Distance      Geod. Az  |
 OK0006|                                                           dddmmss.s |
 OK0006| OJ1071 APPOLD                              APPROX.11.0 KM 0674329.4 |
 OK0006| CH0217 FREELAND RM 1                                      07458     |
 OK0006| CH0218 FREELAND RM 2                                      18113     |
 OK0006| CH0216 FREELAND AZ MK                                     1823451.6 |
 OK0006| OK0505 MIDLAND DOW CHEM N STACK            APPROX.15.1 KM 3081226.5 |
 OK0006|---------------------------------------------------------------------|
 OK0006
 OK0006                          SUPERSEDED SURVEY CONTROL
 OK0006
 OK0006  NAD 83(2007)-  43 31 22.32384(N)    084 05 26.01339(W) AD(2002.00) 0
 OK0006  ELLIP H (02/10/07)  169.328  (m)                       GP(2002.00)    
 OK0006  ELLIP H (06/11/02)  169.322  (m)                       GP(       ) 4 1
 OK0006  ELLIP H (07/24/97)  169.380  (m)                       GP(       ) 2 1
 OK0006  NAD 83(1994)-  43 31 22.32418(N)    084 05 26.01391(W) AD(       ) A
 OK0006  ELLIP H (07/31/92)  169.300  (m)                       GP(       ) 1 1
 OK0006  NAD 83(1986)-  43 31 22.31147(N)    084 05 26.03523(W) AD(       ) 1
 OK0006  NAD 27      -  43 31 22.21629(N)    084 05 26.10915(W) AD(       ) 1
 OK0006  NAVD 88             203.55   (m)          667.8    (f) LEVELING    3  
 OK0006  NAVD 88             203.55   (m)          667.8    (f) LEVELING    3  
 OK0006  NGVD 29 (??/??/92)  203.732  (m)          668.41   (f) ADJ UNCH    2 0
 OK0006  NGVD 29             203.73   (m)          668.4    (f) LEVELING    3  
 OK0006  NGVD 29             203.73   (m)          668.4    (f) LEVELING    3  
 OK0006
 OK0006.Superseded values are not recommended for survey control.
 OK0006
 OK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0006.See file dsdata.pdf to determine how the superseded data were derived.
 OK0006
 OK0006_MARKER: DS = TRIANGULATION STATION DISK
 OK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0006_STAMPING: FREELAND 1932
 OK0006_MARK LOGO: CGS
 OK0006_PROJECTION: RECESSED 15 CENTIMETERS
 OK0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0006+STABILITY: SURFACE MOTION
 OK0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0006+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OK0006
 OK0006  HISTORY     - Date     Condition        Report By
 OK0006  HISTORY     - 1932     MONUMENTED       CGS
 OK0006  HISTORY     - 1948     GOOD             CGS
 OK0006  HISTORY     - 1955     GOOD             CGS
 OK0006  HISTORY     - 1957     GOOD             CGS
 OK0006  HISTORY     - 1958     GOOD             USGS
 OK0006  HISTORY     - 1966     GOOD             CGS
 OK0006  HISTORY     - 1969     GOOD             CGS
 OK0006  HISTORY     - 1976     GOOD             NGS
 OK0006  HISTORY     - 1980     GOOD             MIDH
 OK0006  HISTORY     - 1987     GOOD             NGS
 OK0006  HISTORY     - 19891023 GOOD             NGS
 OK0006  HISTORY     - 19900426 GOOD             NGS
 OK0006  HISTORY     - 19910108 GOOD             LOCENG
 OK0006  HISTORY     - 19910625 GOOD             NGS
 OK0006  HISTORY     - 19931004 GOOD             NGS
 OK0006  HISTORY     - 19940512 GOOD             NGS
 OK0006  HISTORY     - 19960507 GOOD             MIDT
 OK0006  HISTORY     - 20010426 GOOD             MIDT
 OK0006  HISTORY     - 20011203 GOOD             NGS
 OK0006  HISTORY     - 20040511 GOOD             INDIV
 OK0006  HISTORY     - 20040530 GOOD             WADTRI
 OK0006
 OK0006                          STATION DESCRIPTION
 OK0006
 OK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0006'ABOUT 9 MILES NORTHWEST OF SAGINAW, 1 MILE EAST OF FREELAND, IN NW 1/4
 OK0006'SEC. 23, T. 13 N., R. 3 E., ON LAND OWNED BY MR. WILLIAM WAGNER, 1
 OK0006'FOOT EAST OF EAST RIGHT-OF-WAY FENCE OF NORTH-AND-SOUTH CONCRETE ROAD,
 OK0006'29 FEET EAST OF CENTER LINE OF ROAD, 35 FEET NORTH OF NORTHEAST CORNER
 OK0006'OF CONCRETE CULVERT, AND ABOUT 20 YARDS WEST OF LARGE UNPAINTED BARN.
 OK0006'
 OK0006'TO REACH FROM SAGINAW RIVER BRIDGE, GO WEST 9.2 MILES ON U.S. ROUTE 10
 OK0006'TO POINT WHERE U.S. ROUTE 10 GOES TO LEFT AND CONCRETE ROAD GOES TO
 OK0006'RIGHT (NORTH) (THIS POINT IS 4.1 MILES NORTHWEST OF JUNCTION OF U.S.
 OK0006'ROUTE 10 AND ROUTE M-47), TURN NORTH ONTO CONCRETE ROAD, AND GO 2.6
 OK0006'MILES TO STATION SITE OPPOSITE BARN.
 OK0006'
 OK0006'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0006'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 OK0006'AND AZIMUTH MARKS ARE STANDARD REFERENCE MARKS IN CONCRETE, NOTE 11A.
 OK0006'
 OK0006'NO. 1 PROJECTS 6 INCHES, IS 44 FEET NORTH OF NORTHEAST CORNER OF
 OK0006'ABOVE-MENTIONED BARN, 6 FEET WEST OF NORTHWEST CORNER OF SMALL SHED,
 OK0006'AND 136.95 FEET FROM STATION IN AZIMUTH 254 DEG. 58 MIN.
 OK0006'
 OK0006'NO. 2 PROJECTS 5 INCHES, IS IN EAST RIGHT-OF-WAY FENCE, 28 FEET EAST
 OK0006'OF CENTER LINE OF ABOVE-MENTIONED CONCRETE ROAD, ABOUT 50 YARDS
 OK0006'SOUTHWEST OF SOUTHWEST CORNER OF BARN, AND 158.51 FEET FROM STATION IN
 OK0006'AZIMUTH 1 DEG. 13 MIN.
 OK0006'
 OK0006'AZIMUTH MARK PROJECTS 5 INCHES, IS 27 FEET WEST OF CENTER LINE OF
 OK0006'NORTH-AND-SOUTH CONCRETE ROAD, 3 FEET NORTH OF TELEPHONE POLE, 15 FEET
 OK0006'NORTHWEST OF NORTHWEST CORNER OF CONCRETE CULVERT, AND APPROXIMATELY
 OK0006'0.35 MILE FROM STATION IN AZIMUTH 2 DEG. 34 MIN. 49 SEC.
 OK0006
 OK0006                          STATION RECOVERY (1948)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 OK0006'STATION IN EXCELLENT CONDITION.  RECOVERED AS DESCRIBED IN SPECILA
 OK0006'PUBLICATION 214, EXCEPT FOR THE FOLLOWING-
 OK0006'
 OK0006'ADD TO DESCRIPTION - 17 FEET SE OF THE SE CORNER OF A CONCRETE
 OK0006'CULVERT.
 OK0006'
 OK0006'DELETE FROM DESCRIPTION - UPPER MARK PROJECTS 4 INCHES.  THIS MARK IS
 OK0006'NOW ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 OK0006'
 OK0006'R.M. 1 IS TILTED OUT OF POSITION AND THE DISK IS ALSO CRACKED IN TWO
 OK0006'PIECES.  ONE HALF IS STILL FIRMLY ATTACHED TO THE CONCRETE POST, THE
 OK0006'OTHER HALF IS LOOSE AND WILL SOMEDAY BE REMOVED.  DELETE REFERENCE TO
 OK0006'SMALL SHED.
 OK0006'
 OK0006'R.M.S 2 AND 3 ARE IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1955)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 OK0006'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED.  ONE
 OK0006'HALF OF THE DISK OF REFERENCE MARK 1 IS MISSING, AND REFERENCE MARK 2
 OK0006'IS TILTED.  THE STATION AND AZIMUTH MARK ARE IN GOOD CONDITION.  THE
 OK0006'DESCRIPTIONS ARE ADEQUATE.
 OK0006
 OK0006                          STATION RECOVERY (1957)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OK0006'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR THE
 OK0006'FOLLOWING-
 OK0006'
 OK0006'BARN, SHED, AND CONCRETE CULVERT MENTIONED IN ORIGINAL DESCRIPTION NO
 OK0006'LONGER EXIST.
 OK0006'
 OK0006'STATION RECOVERED IN GOOD CONDITION, 29.1 FT. E OF THE CENTERLINE OF A
 OK0006'N-S ROAD, 21.5 FT. S-SW OF A POWER POLE, 17.3 FT. SE OF THE S END OF A
 OK0006'CULVERT UNDER THE N-S ROAD, AND 3.0 FT. W OF A FENCE.  MARK IS FLUSH
 OK0006'WITH THE GROUND.
 OK0006'
 OK0006'AZIMUTH MARK COULD NOT BE RECOVERED AFTER A THOROUGH SEARCH OF THE
 OK0006'AREA.  MARK WAS PROBABLY DESTROYED WHEN CULVERT UNDER THE ROAD WAS
 OK0006'CHANGED, AND AREA IN VICINITY OF MARK WAS GRADED DURING CONSTRUCTION
 OK0006'OF TRI-CITY AIRPORT.
 OK0006'
 OK0006'REFERENCE MARK 1 IS 57.0 FT. NW OF A POWER POLE, 45.6 FT. W OF A FENCE
 OK0006'CORNER, 1.5 FT. S OF A FENCE.  MARK PROJECTS ABOUT 6 IN. AND APPEARS
 OK0006'TO HAVE BEEN SLIGHTLY DISTURBED.
 OK0006'
 OK0006'REFERENCE MARK 2 IS 119.6 FT S-SE OF THE S END OF THE CONCRETE CULVERT
 OK0006'UNDER THE N-S ROAD, AND 28.2 FT. E OF THE CENTERLINE OF THE N-S ROAD.
 OK0006'MARK PROJECTS ABOUT 6 IN. AND APPEARS TO HAVE BEEN SLIGHTLY DISTURBED.
 OK0006'
 OK0006'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF MAIN
 OK0006'(U.S. ROUTE 10), AND WASHINGTON STREETS IN FREELAND, GO 1.7 MI. E ON
 OK0006'WASHINGTON TO T-ROAD (S), TURN RIGHT AND GO 0.1 MI. S TO THE STATION
 OK0006'ON THE LEFT.
 OK0006
 OK0006                          STATION RECOVERY (1958)
 OK0006
 OK0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OK0006'STATION RECOVERED IN GOOD CONDITION.
 OK0006'
 OK0006'THE STATION IS LOCATED 1-1/2 MILES EAST OF FREELAND, ABOUT 1/2 MILE
 OK0006'SOUTH OF TRI-CITY AIRPORT, NEAR CORNER SECS. 14, 15, 22, AND 23, T 13
 OK0006'N, R 3 E, 640 FEET SOUTH AND 29 FEET EAST OF T-ROAD SOUTH, 68 FEET
 OK0006'SOUTH OF A ROAD NORTHEAST, 21 FEET SOUTH AND 5 FEET WEST OF A POWER
 OK0006'POLE, IN CONCRETE POST, A STANDARD U.S.C. AND G.S. DIKS, STAMPED
 OK0006'FREELAND 1932.
 OK0006
 OK0006                          STATION RECOVERY (1966)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OK0006'1 MI E FROM FREELAND.  ABOUT 9 MILES NORTHWEST OF SAGINAW, 1 MILE EAST
 OK0006'OF FREELAND AT THE SOUTHWEST EDGE OF THE TRI-CITY AIRPORT, 2 FEET WEST
 OK0006'OF A RIGHT OF WAY FENCE, 29 FEET EAST OF THE CENTERLINE OF A CONCRETE
 OK0006'ROAD, 35 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 17
 OK0006'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT.  A
 OK0006'STANDARD TRIANGULATION DISK STAMPED FREELAND 1932 SET IN THE TOP OF A
 OK0006'CONCRETE POST ABOUT TWO INCHES BELOW THE SURFACE OF THE GROUND.
 OK0006
 OK0006                          STATION RECOVERY (1969)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 OK0006'STATION RECOVERED AS DESCRIBED BY USGS IN 1958.  RMS AND AZIMUTH NOT
 OK0006'SEARCHED FOR.
 OK0006'
 OK0006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES E. OF
 OK0006'FREELAND
 OK0006
 OK0006                          STATION RECOVERY (1976)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 OK0006'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OK0006'
 OK0006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE EAST OF
 OK0006'FREELAND.
 OK0006
 OK0006                          STATION RECOVERY (1980)
 OK0006
 OK0006'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0006'THE STATION WAS FOUND IN GOOD CONDITION.
 OK0006'
 OK0006'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (1987)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 OK0006'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SAGINAW, 4 MILES
 OK0006'SOUTHEAST OF MIDLAND AND 1 MILE EAST OF FREELAND AT THE SOUTHWEST EDGE
 OK0006'OF THE TRI-CITY AIRPORT AND INSIDE A CHAIN-LINK FENCE AT THE JUNCTION
 OK0006'OF A SERVICE ROAD AND THE OLD EXTENTION OF GARFIELD ROAD.
 OK0006'
 OK0006'IT IS A STANDARD NGS TRIANGULATION DISK SET INTO THE TOP OF A SQUARE
 OK0006'CONCRETE MONUMENT ABOUT 6-INCHES BELOW THE SURFACE.  LOCATED 10.66 M.,
 OK0006'35.0 FEET NORTH-NORTHEAST OF THE NORTH END OF CONCRETE HEADWALL OF A
 OK0006'BOX CULVERT UNDER THE NORTH-SOUTH ROAD, 9.144 M., 30.0 FEET EAST OF
 OK0006'THE CENTER OF THE PAVED ROAD, 6.096 M., 20.0 FEET SOUTH OF THE EAST
 OK0006'END OF A CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD, 2.896 M., 9.5
 OK0006'FEET NORTH OF A UTILITY POLE, 0.610 M., 2.0 FEET SOUTH -SOUTHWEST AND
 OK0006'0.610 M., 2.0 FEET NORTH-NORTHEAST FROM TWO CARSONITE WITNESS POSTS.
 OK0006'
 OK0006'TO VISIT THIS STATION YOU WILL NEED TO CHECK WITH AIRPORT SECURITY FOR
 OK0006'ESCORT ACROSS AIRPORT.  PHONE (517) 695-5558, FIRE DEPARTMENT AND
 OK0006'SECURITY OFFICE.
 OK0006'
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1989)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.50 MI) EAST OF FREELAND AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517) 695-5558.
 OK0006'
 OK0006'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 47 AND
 OK0006'WASHINGTON ROAD IN THE TOWN OF FREELAND, GO EAST ON WASHINGTON ROAD,
 OK0006'WHICH BECOMES FREELAND ROAD, FOR 2.2 KM (1.35 MI) TO A Y-FORK.  TURN
 OK0006'LEFT AND GO NORTH ON GARFIELD ROAD FOR 1.05 KM (0.65 MI) TO THE MAIN
 OK0006'ENTRANCE ROAD TO TRI-CITY AIRPORT.  TURN RIGHT AND GO SOUTHEASTERLY
 OK0006'FOR 0.55 KM (0.35 MI) TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD TO THE
 OK0006'GENERAL AVIATION TERMINAL, FAA AND AIRPORT ADMINISTRATION BUILDING FOR
 OK0006'0.25 KM (0.15 MI) TO A SECURED GATE AT THE NORTH END OF THE BUILDING.
 OK0006'PUSH BUZZER TO CALL SECURITY AND OPEN GATE.  PASS THROUGH THE GATE AND
 OK0006'PROCEED ACROSS TAXIWAY ONTO SERVICE ROAD LEADING SOUTHWEST, SOUTH AND
 OK0006'SOUTHEAST FOR 1.55 KM (0.95 MI) TO A CROSSROAD, OLD EXTENTION OF
 OK0006'GARFIELD ROAD AND THE STATION ON THE RIGHT.
 OK0006'
 OK0006'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 42 CM SQUARE
 OK0006'CONCRETE MONUMENT RECESSED 18 CM BELOW THE GROUND.  LOCATED 10.67 M
 OK0006'(35.0 FT) NORTH-NORTHEAST OF THE NORTH END OF HEADWALL OF A BOX
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 9.15 M (30.0 FT) EAST OF THE
 OK0006'CENTER OF THE PAVED ROAD, 6.1 M (20.0 FT) SOUTH OF THE EAST END OF A
 OK0006'CONCRETE CULVERT UNDER THE ROAD, 2.9 M (9.5 FT) NORTH OF A UTILITY
 OK0006'POLE, 0.6 M (2.0 FT) SOUTH OF A CARSONITE WITNESS POST AND 0.6 M
 OK0006'(2.0 FT) NORTH OF A CARSONITE WITNESS POST.  DESCRIBED BY R.L. RAMSEY,
 OK0006'TYPED BY HJS.
 OK0006
 OK0006                          STATION RECOVERY (1990)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OK0006'RECOVERED IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (1991)
 OK0006
 OK0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1991)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.5 MI) EAST OF FREELAND AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517) 695-5558.
 OK0006'
 OK0006'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 47 AND
 OK0006'WASHINGTON ROAD IN THE TOWN OF FREELAND, GO EAST ON WASHINGTON ROAD,
 OK0006'WHICH BECOMES FREELAND ROAD, FOR 2.2 KM (1.4 MI) TO A Y-FORK.  TURN
 OK0006'LEFT AND GO NORTH ON GARFIELD ROAD FOR 1.05 KM (0.65 MI) TO THE MAIN
 OK0006'ENTRANCE ROAD TO TRI-CITY AIRPORT.  TURN RIGHT AND GO SOUTHEASTERLY
 OK0006'FOR 0.55 KM (0.34 MI) TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD TO THE
 OK0006'GENERAL AVIATION TERMINAL, FAA AND AIRPORT ADMINISTRATION BUILDING FOR
 OK0006'0.25 KM (0.16 MI) TO A SECURED GATE AT THE NORTH END OF THE BUILDING.
 OK0006'PUSH BUZZER TO CALL SECURITY AND OPEN GATE.  PASS THROUGH THE GATE AND
 OK0006'PROCEED ACROSS TAXIWAY ONTO SERVICE ROAD LEADING SOUTHWEST, SOUTH AND
 OK0006'SOUTHEAST FOR 1.55 KM (0.96 MI) TO A CROSSROAD, OLD EXTENTION OF
 OK0006'GARFIELD ROAD AND THE STATION ON THE RIGHT.  MONUMENT IS RECESSED 18
 OK0006'CM BELOW THE GROUND.  LOCATED 10.67 M (35.01 FT) NORTH-NORTHEAST OF
 OK0006'THE NORTH END OF HEADWALL OF A BOX CULVERT UNDER THE NORTH-SOUTH ROAD,
 OK0006'9.15 M (30.02 FT) EAST OF THE CENTER OF THE PAVED ROAD, 6.1 M
 OK0006'(20.0 FT) SOUTH OF THE EAST END OF A CONCRETE CULVERT UNDER THE ROAD,
 OK0006'2.9 M (9.5 FT) NORTH OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTH OF A
 OK0006'CARSONITE WITNESS POST AND 0.6 M (2.0 FT) NORTH OF A CARSONITE WITNESS
 OK0006'POST.
 OK0006
 OK0006                          STATION RECOVERY (1993)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.01 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.49 MI) EAST OF FREELAND, AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517) 695-5558.
 OK0006'
 OK0006'TO REACH FROM THE JUNCTION OF STATE ROUTE 47 AND WASHINGTON ROAD IN
 OK0006'FREELAND, GO EAST ON WASHINGTON ROAD, WHICH BECOMES FREELAND ROAD, FOR
 OK0006'2.2 KM (1.37 MI) TO A Y-FORK.  TURN LEFT, NORTH, ON GARFIELD ROAD FOR
 OK0006'1.05 KM (0.65 MI) TO THE MAIN ENTRANCE ROAD TO THE TRI-CITY AIRPORT.
 OK0006'TURN RIGHT, SOUTHEASTERLY FOR 0.55 KM (0.34 MI) TO A STOP SIGN.
 OK0006'CONTINUE AHEAD TO THE GENERAL AVIATION TERMINAL, FAA AND AIRPORT
 OK0006'ADMINISTRATION BUILDING FOR 0.25 KM (0.16 MI) TO A SECURED GATE AT THE
 OK0006'NORTH END OF THE BUILDING.  PUSH BUZZER TO CALL SECURITY AND OPEN
 OK0006'GATE.  PASS THROUGH THE GATE AND PROCEED ACROSS TAXIWAY ONTO SERVICE
 OK0006'ROAD LEADING SOUTHWEST, SOUTH, AND SOUTHEAST FOR 1.55 KM (0.96 MI) TO
 OK0006'A CROSSROAD, OLD EXTENSION OF GARFIELD ROAD AND THE STATION ON THE
 OK0006'RIGHT.
 OK0006'
 OK0006'STATION MARK IS A TRIANGULATION STATION DISK SET IN THE TOP OF A
 OK0006'SQUARE CONCRETE POST RECESSED 15 CM BELOW THE SURFACE.  IT IS 10.7 M
 OK0006'(35.10 FT) NORTH-NORTHEAST OF THE NORTH END OF HEADWALL OF A BOX
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 9.15 M (30.02 FT) EAST OF THE
 OK0006'CENTER OF THE PAVEC ROAD, 6.1 M (20.01 FT) SOUTH OF THE EAST END OF A
 OK0006'CONCRETE CULVERT UNDER THE ROAD, 2.9 M (9.51 FT) NORTH OF A UTILITY
 OK0006'POLE, 0.6 M (1.97 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 0.76 M
 OK0006'(2.49 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OK0006
 OK0006                          STATION RECOVERY (1994)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0006'NOTE--ESCORT REQUIRED TO REACH STATION.
 OK0006'
 OK0006'STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF SAGINAW, AT THE
 OK0006'SOUTHWEST END OF THE TRI-CITY INTERNATIONAL AIRPORT, ABOUT 300 M
 OK0006'(984.2 FT) NORTHWEST OF THE JET FUEL FARM, 150 M (492.1 FT) NORTHEAST
 OK0006'OF THE PERIMETER FENCE, AT AN OLD ROAD JUNCTION, NEAR THE NORTHEAST
 OK0006'CORNER OF SECTION 23, T 13 N, R 3 E.  OWNERSHIP--TRI-CITY AIRPORT,
 OK0006'8500 GARFIELD ROAD, BOX P, FREELAND, MI 48623.  AIRPORT MANAGER IS
 OK0006'ELIZABETH OWEN, PHONE 517-695-5555.
 OK0006'
 OK0006'TO REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAY 10 AND
 OK0006'GARFIELD ROAD (2 KM SOUTHWEST OF AUBURN), GO SOUTH ON GARFIELD ROAD
 OK0006'FOR 7.47 KM (4.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 OK0006'LEFT, EAST, ON ROAD FOR 0.43 KM (0.25 MI) TO A ROAD RIGHT.  TURN
 OK0006'RIGHT, SOUTHEAST, ON ROAD FOR 0.23 KM (0.15 MI) TO THE EXECUTIVE
 OK0006'TERMINAL BUILDING AND THE ADMINISTRATIVE OFFICE AND SECURITY OFFICE.
 OK0006'
 OK0006'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 OK0006'15 CM RECESSED BELOW GROUND IN OPEN HOLE.  IT IS 8.9 M (29.2 FT) EAST
 OK0006'OF A ROAD CENTER, 2.7 M (8.9 FT) NORTH OF A UTILITY POLE, 10.7 M (35.1
 OK0006'FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT HEADWALL,
 OK0006'5.9 M (19.4 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF A CONCRETE PIPE
 OK0006'CULVERT, 0.7 M (2.3 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.8 M (2.6
 OK0006'FT) NORTH OF A FIBERGLASS WITNESS POST, AND 23.8 M (78.1 FT)
 OK0006'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION.
 OK0006'
 OK0006'DESCRIBED BY G.R. HEID.
 OK0006
 OK0006                          STATION RECOVERY (1996)
 OK0006
 OK0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (JAS)
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (2001)
 OK0006
 OK0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (BHS)
 OK0006'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 OK0006'TRANSPORTATION, BAY REGION, (BHS) IN GOOD CONDITION.  STATION IS
 OK0006'USUABLE FOR G.P.S.  THERE HAS BEEN A REQUEST FROM THE AIRPORT MANAGER
 OK0006'THAT THIS STATION BE RELOCATED, DUE TO THE FREQUENT USE, AND THE  FACT
 OK0006'THAT AND AIRPORT EXCORT HAS TO TAKE PERSONNAL USING THIS STATION OUT
 OK0006'TO THE SITE, AS YOU ARE NEAR THE RUNWAYS OF THE AIRPORT.
 OK0006'
 OK0006'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0006
 OK0006                          STATION RECOVERY (2001)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0006
 OK0006                          STATION RECOVERY (2004)
 OK0006
 OK0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0006'RECOVERED IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (2004)
 OK0006
 OK0006'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OK0006'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0627 ***********************************************************************
 OK0627  DESIGNATION -  FREMONT WATER TANK
 OK0627  PID         -  OK0627
 OK0627  STATE/COUNTY-  MI/NEWAYGO
 OK0627  COUNTRY     -  US
 OK0627  USGS QUAD   -  FREMONT (2017)
 OK0627
 OK0627                         *CURRENT SURVEY CONTROL
 OK0627  ______________________________________________________________________
 OK0627* NAD 83(1994) POSITION- 43 28 00.41103(N) 085 57 06.30382(W)   ADJUSTED
 OK0627  ______________________________________________________________________
 OK0627  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 OK0627  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 OK0627  HORZ ORDER      -  THIRD
 OK0627
 OK0627.The horizontal coordinates were established by classical geodetic methods
 OK0627.and adjusted by the National Geodetic Survey in February 1997.
 OK0627
 OK0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0627.GEOID18 height accuracy estimate available here.
 OK0627
 OK0627.Click photographs - Photos may exist for this station.
 OK0627
 OK0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0627
 OK0627. The following values were computed from the NAD 83(1994) position.
 OK0627
 OK0627;                    North         East     Units Scale Factor Converg.
 OK0627;SPC MI S     -   219,678.253 3,871,746.289   MT  0.99995840   -1 04 43.3
 OK0627;SPC MI S     -   720,729.18 12,702,579.69   iFT  0.99995840   -1 04 43.3
 OK0627;UTM  16      - 4,813,185.763   584,791.689   MT  0.99968844   +0 43 16.2
 OK0627
 OK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8479113185(NAD 83)
 OK0627
 OK0627                          SUPERSEDED SURVEY CONTROL
 OK0627
 OK0627  NAD 83(1986)-  43 28 00.41271(N)    085 57 06.31850(W) AD(       ) 3
 OK0627  NAD 27      -  43 28 00.35377(N)    085 57 06.09314(W) AD(       ) 3
 OK0627
 OK0627.Superseded values are not recommended for survey control.
 OK0627
 OK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0627.See file dsdata.pdf to determine how the superseded data were derived.
 OK0627
 OK0627_MARKER: 53 = ELEVATED TANK
 OK0627
 OK0627  HISTORY     - Date     Condition        Report By
 OK0627  HISTORY     - 1932     FIRST OBSERVED   CGS
 OK0627  HISTORY     - 1957     GOOD             CGS
 OK0627  HISTORY     - 19960527 GOOD             USPSQD
 OK0627
 OK0627                          STATION DESCRIPTION
 OK0627
 OK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 OK0627'THE TANK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE TOWN
 OK0627'WATER WORKS ON THE SOUTH SIDE
 OK0627'OF STATE HIGHWAY M - 20.
 OK0627
 OK0627                          STATION RECOVERY (1996)
 OK0627
 OK0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0648 ***********************************************************************
 OK0648  DESIGNATION -  FREMPORT
 OK0648  PID         -  OK0648
 OK0648  STATE/COUNTY-  MI/NEWAYGO
 OK0648  COUNTRY     -  US
 OK0648  USGS QUAD   -  FREMONT (2017)
 OK0648
 OK0648                         *CURRENT SURVEY CONTROL
 OK0648  ______________________________________________________________________
 OK0648* NAD 83(1994) POSITION- 43 26 36.81652(N) 085 59 32.52672(W)   ADJUSTED
 OK0648* NAD 83(1994) ELLIP HT-   200.371 (meters)        (07/17/02)   ADJUSTED
 OK0648* NAVD 88 ORTHO HEIGHT -   234.3   (meters)      769.    (feet) GPS OBS
 OK0648  ______________________________________________________________________
 OK0648  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0648  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 OK0648  NAD 83(1994) X  -    324,171.370 (meters)                     COMP
 OK0648  NAD 83(1994) Y  - -4,627,010.022 (meters)                     COMP
 OK0648  NAD 83(1994) Z  -  4,363,548.907 (meters)                     COMP
 OK0648  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 OK0648  HORZ ORDER      -  FIRST
 OK0648  ELLP ORDER      -  FOURTH    CLASS I
 OK0648
 OK0648.This mark is at Fremont Airport (3FM)
 OK0648
 OK0648.The horizontal coordinates were established by GPS observations
 OK0648.and adjusted by the National Geodetic Survey in February 1997.
 OK0648
 OK0648.The orthometric height was determined by GPS observations and a
 OK0648.high-resolution geoid model.
 OK0648
 OK0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0648.GEOID18 height accuracy estimate available here.
 OK0648
 OK0648.Click photographs - Photos may exist for this station.
 OK0648
 OK0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0648
 OK0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0648
 OK0648.The ellipsoidal height was determined by GPS observations
 OK0648.and is referenced to NAD 83.
 OK0648
 OK0648. The following values were computed from the NAD 83(1994) position.
 OK0648
 OK0648;                    North         East     Units Scale Factor Converg.
 OK0648;SPC MI S     -   217,161.656 3,868,410.407   MT  0.99995437   -1 06 22.8
 OK0648;SPC MI S     -   712,472.62 12,691,635.19   iFT  0.99995437   -1 06 22.8
 OK0648;UTM  16      - 4,810,566.361   581,537.365   MT  0.99968178   +0 41 34.5
 OK0648
 OK0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0648!SPC MI S     -   0.99996858  x   0.99995437  =   0.99992295
 OK0648!UTM  16      -   0.99996858  x   0.99968178  =   0.99965037
 OK0648
 OK0648:                Primary Azimuth Mark                     Grid Az
 OK0648:SPC MI S     -  FREMPORT AZ MK                           091 53 49.2
 OK0648:UTM  16      -  FREMPORT AZ MK                           090 05 51.9
 OK0648
 OK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8153710566(NAD 83)
 OK0648
 OK0648|---------------------------------------------------------------------|
 OK0648| PID    Reference Object                     Distance      Geod. Az  |
 OK0648|                                                           dddmmss.s |
 OK0648| OK0649 FREMPORT AZ MK                      APPROX. 0.6 KM 0904726.4 |
 OK0648|---------------------------------------------------------------------|
 OK0648
 OK0648                          SUPERSEDED SURVEY CONTROL
 OK0648
 OK0648  ELLIP H (02/03/97)  200.414  (m)                       GP(       ) 4 1
 OK0648  NAD 83(1986)-  43 26 36.81590(N)    085 59 32.52900(W) AD(       ) 1
 OK0648  NAD 83(1986)-  43 26 36.82146(N)    085 59 32.53933(W) AD(       ) 3
 OK0648  NGVD 29 (03/27/91)  234.4    (m)  OSU 89B  model used  GPS OBS        
 OK0648
 OK0648.Superseded values are not recommended for survey control.
 OK0648
 OK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0648.See file dsdata.pdf to determine how the superseded data were derived.
 OK0648
 OK0648_MARKER: F = FLANGE-ENCASED ROD
 OK0648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0648_STAMPING: FREMPORT 1989
 OK0648_MARK LOGO: NGS
 OK0648_PROJECTION: FLUSH
 OK0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0648+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 OK0648_ROD/PIPE-DEPTH: 20.7 meters
 OK0648_SLEEVE-DEPTH  : 0.9 meters
 OK0648
 OK0648  HISTORY     - Date     Condition        Report By
 OK0648  HISTORY     - 1989     MONUMENTED       NGS
 OK0648  HISTORY     - 19910715 GOOD             NGS
 OK0648  HISTORY     - 19960527 GOOD             USPSQD
 OK0648  HISTORY     - 20070501 GOOD             AEROTE
 OK0648  HISTORY     - 20230815 GOOD             WILWRK
 OK0648
 OK0648                          STATION DESCRIPTION
 OK0648
 OK0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0648'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF FREMONT, AT
 OK0648'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE, NEAR THE CENTER
 OK0648'OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT MANAGER
 OK0648'HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT MI 49412.  PHONE IS
 OK0648'(616) 924-2400.
 OK0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0648'ABOUT 7.6 KM (4.70 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.00 MI)
 OK0648'ON HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4
 OK0648'KM (1.50 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO
 OK0648'EAST FOR 0.4 KM (0.25 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT.  TURN
 OK0648'RIGHT AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0648'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0648'PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0648'SOUTH FOR 25 METERS ON THE PAVED ROAD, PASSING THROUGH THE GATE AND
 OK0648'BETWEEN A HANGAR AND THE AIRPORT OFFICE, TO THE APRON.  TURN LEFT AND
 OK0648'GO SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0648'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 OK0648'AND ACROSS A RUNWAY TO THE STATION ON THE LEFT.
 OK0648'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0648'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 20.7 METERS IN A
 OK0648'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0648'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0648'LOCATED 56.5 M (185.4 FT) NORTH-NORTHEAST FROM THE WIND SOCK SUPPORT
 OK0648'POLE, 17.5 M (57.4 FT) EAST FROM THE EXTENDED CENTER OF A CONNECTING
 OK0648'TAXIWAY, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27
 OK0648'AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0648'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0648'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0648'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0648
 OK0648                          STATION RECOVERY (1991)
 OK0648
 OK0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0648'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTHWEST OF FREMONT, AT
 OK0648'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE
 OK0648'CENTER OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT
 OK0648'MANAGER HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT, MI. 49412.
 OK0648'PHONE (616) 924-2400.
 OK0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0648'ABOUT 7.6 KM (4.7 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.0 MI) ON
 OK0648'HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4 KM
 OK0648'(1.5 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO EAST
 OK0648'FOR 0.4 KM (0.2 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT. TURN RIGHT
 OK0648'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0648'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0648'PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0648'SOUTH FOR 25 METERS ON THE PAVED ROAD, PASSING THROUGH THE GATE
 OK0648'BETWEEN A HANGAR AND THE AIRPORT OFFICE TO THE APRON.  TURN LEFT AND
 OK0648'GO SOUTHEAST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0648'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON THE CONNECTING TAXIWAY
 OK0648'AND ACROSS A RUNWAY TO THE STATION ON THE LEFT.
 OK0648'LOCATED 56.5 M (185.4 FT) NORTH-NORTHEAST FROM THE WIND SOCK SUPPORT
 OK0648'POLE, 17.5 M (57.4 FT) EAST FROM THE EXTENDED CENTER OF A CONNECTING
 OK0648'TAXIWAY, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27
 OK0648'AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0648
 OK0648                          STATION RECOVERY (1996)
 OK0648
 OK0648'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0648'RECOVERED IN GOOD CONDITION.
 OK0648
 OK0648                          STATION RECOVERY (2007)
 OK0648
 OK0648'RECOVERY NOTE BY AEROTEC 2007 (DG)
 OK0648'RECOVERED AS DESCRIBED
 OK0648
 OK0648                          STATION RECOVERY (2023)
 OK0648
 OK0648'RECOVERY NOTE BY WILLIAMS AND WORK INC 2023 (JL)
 OK0648'RECOVERED AS DESCRIBED.  CARSONITE WITNESS POST IS MISSING.  LOGO CAP
 OK0648'LID IS MISSING AND HINGE IS BROKEN.  LID WAS REPLACED AT THIS TIME
 OK0648'WITH A NEW 5.375 INCH (14 CM) DIAMETER ALUMINUM LID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0649 ***********************************************************************
 OK0649  DESIGNATION -  FREMPORT AZ MK
 OK0649  PID         -  OK0649
 OK0649  STATE/COUNTY-  MI/NEWAYGO
 OK0649  COUNTRY     -  US
 OK0649  USGS QUAD   -  FREMONT (2017)
 OK0649
 OK0649                         *CURRENT SURVEY CONTROL
 OK0649  ______________________________________________________________________
 OK0649* NAD 83(1994) POSITION- 43 26 36.56422(N) 085 59 07.51140(W)   ADJUSTED
 OK0649* NAD 83(1994) ELLIP HT-   200.042 (meters)        (07/17/02)   ADJUSTED
 OK0649* NAVD 88 ORTHO HEIGHT -   234.0   (meters)      768.    (feet) GPS OBS
 OK0649  ______________________________________________________________________
 OK0649  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0649  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 OK0649  NAD 83(1994) X  -    324,732.879 (meters)                     COMP
 OK0649  NAD 83(1994) Y  - -4,626,975.777 (meters)                     COMP
 OK0649  NAD 83(1994) Z  -  4,363,543.027 (meters)                     COMP
 OK0649  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 OK0649  HORZ ORDER      -  FIRST
 OK0649  ELLP ORDER      -  FOURTH    CLASS I
 OK0649
 OK0649.This mark is at Fremont Airport (3FM)
 OK0649
 OK0649.The horizontal coordinates were established by GPS observations
 OK0649.and adjusted by the National Geodetic Survey in February 1997.
 OK0649
 OK0649.The orthometric height was determined by GPS observations and a
 OK0649.high-resolution geoid model.
 OK0649
 OK0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0649.GEOID18 height accuracy estimate available here.
 OK0649
 OK0649.Click photographs - Photos may exist for this station.
 OK0649
 OK0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0649
 OK0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0649
 OK0649.The ellipsoidal height was determined by GPS observations
 OK0649.and is referenced to NAD 83.
 OK0649
 OK0649. The following values were computed from the NAD 83(1994) position.
 OK0649
 OK0649;                    North         East     Units Scale Factor Converg.
 OK0649;SPC MI S     -   217,143.035 3,868,972.638   MT  0.99995435   -1 06 05.8
 OK0649;SPC MI S     -   712,411.53 12,693,479.78   iFT  0.99995435   -1 06 05.8
 OK0649;UTM  16      - 4,810,565.402   582,099.750   MT  0.99968291   +0 41 51.7
 OK0649
 OK0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0649!SPC MI S     -   0.99996863  x   0.99995435  =   0.99992298
 OK0649!UTM  16      -   0.99996863  x   0.99968291  =   0.99965155
 OK0649
 OK0649:                Primary Azimuth Mark                     Grid Az
 OK0649:SPC MI S     -  FREMPORT                                 271 53 49.4
 OK0649:UTM  16      -  FREMPORT                                 270 05 51.9
 OK0649
 OK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8209910565(NAD 83)
 OK0649
 OK0649|---------------------------------------------------------------------|
 OK0649| PID    Reference Object                     Distance      Geod. Az  |
 OK0649|                                                           dddmmss.s |
 OK0649| OK0648 FREMPORT                            APPROX. 0.6 KM 2704743.6 |
 OK0649|---------------------------------------------------------------------|
 OK0649
 OK0649                          SUPERSEDED SURVEY CONTROL
 OK0649
 OK0649  ELLIP H (02/03/97)  200.085  (m)                       GP(       ) 4 1
 OK0649  NAD 83(1986)-  43 26 36.56359(N)    085 59 07.51362(W) AD(       ) 1
 OK0649  NAD 83(1986)-  43 26 36.56890(N)    085 59 07.52373(W) AD(       ) 3
 OK0649  NGVD 29 (03/27/91)  234.1    (m)  OSU 89B  model used  GPS OBS        
 OK0649
 OK0649.Superseded values are not recommended for survey control.
 OK0649
 OK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0649.See file dsdata.pdf to determine how the superseded data were derived.
 OK0649
 OK0649_MARKER: I = METAL ROD
 OK0649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0649_STAMPING: FREMPORT AZ MK 1989
 OK0649_MARK LOGO: NGS
 OK0649_PROJECTION: FLUSH
 OK0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0649+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OK0649_ROD/PIPE-DEPTH: 28.0 meters
 OK0649_SLEEVE-DEPTH  : 0.9 meters
 OK0649
 OK0649  HISTORY     - Date     Condition        Report By
 OK0649  HISTORY     - 1989     MONUMENTED       NGS
 OK0649  HISTORY     - 19910715 GOOD             NGS
 OK0649  HISTORY     - 19960527 GOOD             USPSQD
 OK0649
 OK0649                          STATION DESCRIPTION
 OK0649
 OK0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0649'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF FREMONT, AT
 OK0649'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE, NEAR THE EAST END
 OK0649'OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT MANAGER
 OK0649'HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT MI 49412.  PHONE IS
 OK0649'(616) 924-2400.
 OK0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0649'ABOUT 7.6 KM (4.70 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.00 MI)
 OK0649'ON HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4
 OK0649'KM (1.50 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO
 OK0649'EAST FOR 0.4 KM (0.25 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT.  TURN
 OK0649'RIGHT AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0649'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0649'PARKING AREA TO A PAVED DRIVE RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0649'SOUTH FOR 25 METERS, PASSING THROUGH THE GATE AND BETWEEN A HANGAR AND
 OK0649'THE AIRPORT OFFICE, ON THE PAVED DRIVE TO THE APRON.  TURN LEFT AND GO
 OK0649'SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0649'TURN RIGHT AND GO SOUTH FOR 75 METERS ON A CONNECTING TAXIWAY TO
 OK0649'RUNWAY 09-27.  TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE
 OK0649'RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE THE END OF THE RUNWAY.
 OK0649'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0649'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 OK0649'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0649'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0649'LOCATED 23.1 M (75.8 FT) WEST FROM THE SUPPORT LEG OF A RUNWAY END
 OK0649'STROBE LIGHT, 22.3 M (73.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 OK0649'RUNWAY 09-27, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY
 OK0649'09-27 AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0649'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0649'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0649
 OK0649                          STATION RECOVERY (1991)
 OK0649
 OK0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0649'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTHWEST OF FREMONT, AT
 OK0649'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE EAST
 OK0649'END OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT
 OK0649'MANAGER HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT, MI. 49412.
 OK0649'PHONE (616)924-2400.
 OK0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0649'ABOUT 7.6 KM (4.7 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.0 MI) ON
 OK0649'HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4 KM
 OK0649'(1.5 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO EAST
 OK0649'FOR 0.4 KM (0.2 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT. TURN RIGHT
 OK0649'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0649'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0649'PARKING AREA TO A PAVED DRIVE RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0649'SOUTH FOR 25 METERS, PASSING THROUGH THE GATE BETWEEN A HANGAR AND
 OK0649'THE AIRPORT OFFICE ON THE PAVED DRIVE TO THE APRON.  TURN LEFT AND GO
 OK0649'SOUTHEAST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0649'TURN RIGHT AND GO SOUTH FOR 75 METERS ON A CONNECTING TAXIWAY TO
 OK0649'RUNWAY 09-27.  TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON THE
 OK0649'RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE THE END OF THE
 OK0649'RUNWAY.
 OK0649'LOCATED 23.1 M (75.8 FT) WEST FROM THE SUPPORT LEG OF A RUNWAY END
 OK0649'STROBE LIGHT, 22.3 M (73.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 OK0649'RUNWAY 09-27, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY
 OK0649'09-27 AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0649
 OK0649                          STATION RECOVERY (1996)
 OK0649
 OK0649'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0421 ***********************************************************************
 NF0421  DESIGNATION -  FRENCH
 NF0421  PID         -  NF0421
 NF0421  STATE/COUNTY-  MI/BARRY
 NF0421  COUNTRY     -  US
 NF0421  USGS QUAD   -  CLOVERDALE (2017)
 NF0421
 NF0421                         *CURRENT SURVEY CONTROL
 NF0421  ______________________________________________________________________
 NF0421* NAD 83(1994) POSITION- 42 37 08.77472(N) 085 26 08.79113(W)   ADJUSTED
 NF0421* NAVD 88 ORTHO HEIGHT -   346.640 (meters)     1137.27  (feet) ADJUSTED
 NF0421  ______________________________________________________________________
 NF0421  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 NF0421  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 NF0421  DYNAMIC HEIGHT  -        346.538 (meters)     1136.93  (feet) COMP
 NF0421  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 NF0421
 NF0421  HORZ ORDER      -  FIRST
 NF0421  VERT ORDER      -  SECOND    CLASS 0
 NF0421
 NF0421.The horizontal coordinates were established by classical geodetic methods
 NF0421.and adjusted by the National Geodetic Survey in February 1997.
 NF0421
 NF0421.The orthometric height was determined by differential leveling and
 NF0421.adjusted by the NATIONAL GEODETIC SURVEY
 NF0421.in June 1991.
 NF0421
 NF0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0421.GEOID18 height accuracy estimate available here.
 NF0421
 NF0421.Click photographs - Photos may exist for this station.
 NF0421
 NF0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0421
 NF0421.The dynamic height is computed by dividing the NAVD 88
 NF0421.geopotential number by the normal gravity value computed on the
 NF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0421.degrees latitude (g = 980.6199 gals.).
 NF0421
 NF0421.The modeled gravity was interpolated from observed gravity values.
 NF0421
 NF0421. The following values were computed from the NAD 83(1994) position.
 NF0421
 NF0421;                    North         East     Units Scale Factor Converg.
 NF0421;SPC MI S     -   124,863.877 3,912,296.887   MT  0.99991759   -0 43 39.2
 NF0421;SPC MI S     -   409,658.39 12,835,619.71   iFT  0.99991759   -0 43 39.2
 NF0421;UTM  16      - 4,719,704.244   628,283.439   MT  0.99980247   +1 03 33.5
 NF0421
 NF0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0421!SPC MI S     -   0.99995090  x   0.99991759  =   0.99986850
 NF0421!UTM  16      -   0.99995090  x   0.99980247  =   0.99975338
 NF0421
 NF0421:                Primary Azimuth Mark                     Grid Az
 NF0421:SPC MI S     -  DOSTER                                   195 04 19.4
 NF0421:UTM  16      -  DOSTER                                   193 17 06.7
 NF0421
 NF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2828319704(NAD 83)
 NF0421
 NF0421|---------------------------------------------------------------------|
 NF0421| PID    Reference Object                     Distance      Geod. Az  |
 NF0421|                                                           dddmmss.s |
 NF0421| NF1607 AIRPORT BCN HASTINGS APT            APPROX. 8.9 KM 0525211.8 |
 NF0421| NF0517 DOSTER                              APPROX.17.7 KM 1942040.2 |
 NF0421| CH0220 FRENCH RM 3                          24.035 METERS 22931     |
 NF0421| NF1647 MIDDLEVILLE TV STA WKZO MAST        APPROX. 8.5 KM 2794702.0 |
 NF0421| NF0420 FRENCH RM 2                          22.342 METERS 29633     |
 NF0421| NF1648 MIDDLEVILLE TV STA WOOD MAST        APPROX. 9.7 KM 3212353.2 |
 NF0421| CH0219 FRENCH RM 1                                        34316     |
 NF0421|---------------------------------------------------------------------|
 NF0421
 NF0421                          SUPERSEDED SURVEY CONTROL
 NF0421
 NF0421  NAD 83(1986)-  42 37 08.77494(N)    085 26 08.80720(W) AD(       ) 1
 NF0421  NAD 27      -  42 37 08.64857(N)    085 26 08.76359(W) AD(       ) 1
 NF0421  NGVD 29 (??/??/92)  346.77   (m)         1137.7    (f) COMPUTED    2 0
 NF0421  NGVD 29             346.77   (m)         1137.7    (f) LEVELING    3  
 NF0421
 NF0421.Superseded values are not recommended for survey control.
 NF0421
 NF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0421.See file dsdata.pdf to determine how the superseded data were derived.
 NF0421
 NF0421_MARKER: DS = TRIANGULATION STATION DISK
 NF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0421_STAMPING: FRENCH 1931
 NF0421_MARK LOGO: CGS
 NF0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0421+STABILITY: SURFACE MOTION
 NF0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0421+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0421
 NF0421  HISTORY     - Date     Condition        Report By
 NF0421  HISTORY     - 1931     MONUMENTED       CGS
 NF0421  HISTORY     - 1936     SEE DESCRIPTION  CGS
 NF0421  HISTORY     - 1948     GOOD             CGS
 NF0421  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0421  HISTORY     - 1980     GOOD             MIDH
 NF0421  HISTORY     - 19941110 GOOD             MI-015
 NF0421  HISTORY     - 20041030 GOOD             USPSQD
 NF0421
 NF0421                          STATION DESCRIPTION
 NF0421
 NF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NF0421'ABOUT 8 MILES SOUTH-SOUTHWEST OF MIDDLEVILLE, NEAR CENTER OF SEC. 25,
 NF0421'T. 3 N., R. 10 W.
 NF0421'
 NF0421'TO REACH FROM MIDDLEVILLE BY COUNTY ROUTE 611, GO SOUTH 6.3 MILES T
 NF0421'SMALL CROSSROADS, TURN EAST AT CROSSROADS AND GO 0.5 MILE TO GATE ON
 NF0421'RIGHT SIDE OF ROAD.
 NF0421'
 NF0421'THE STATION IS ON HIGH HILL ABOUT 1/4 MILE DUE SOUTH FROM THIS GATE.
 NF0421'TRUCK CAN BE DRIVEN TO EDGE OF WOODS WELL UP ON HILLSIDE.  GO ON UP
 NF0421'THROUGH TIMBER ABOUT 250 YARDS TO HIGHEST GROUND NEAR SOUTH EDGE OF
 NF0421'TIMBER.
 NF0421'
 NF0421'THE STATION IS 4.40 METERS (14.4 FEET) SOUTH OF BLAZED HICKORY TREE.
 NF0421'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF0421'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.
 NF0421'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF0421'
 NF0421'NO. 1 IS ON NORTH SIDE OF ROUTE M-46, BY OAK TREE, APPROXIMATELY 2
 NF0421'MILES EAST OF INTERSECTION OF M-46 AND COUNTY ROUTE 611, AND
 NF0421'APPROXIMATELY 1 MILE FROM STATION IN AZIMUTH 354 DEG 55 MIN 14 SEC.
 NF0421'
 NF0421'NO. 2 PROJECTS 4 INCHES ABOVE GROUND, AND IS 22.343 METERS (73.30
 NF0421'FEET) FROM STATION IN AZIMUTH 308 DEG 12 MIN.
 NF0421
 NF0421                          STATION RECOVERY (1948)
 NF0421
 NF0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NF0421'7.4 MI SE FROM MIDDLEVILLE.  2.55 MILES SOUTHEAST ALONG STATE HIGHWAY
 NF0421'37 FROM THE W.K.  KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 3.85
 NF0421'MILES SOUTH ALONG COUNTY ROAD 611, THENCE ABOUT 0.35 MILE EAST ALONG A
 NF0421'DIRT ROAD, THENCE ABOUT 0.65 MILE SOUTHEAST AND SOUTH ALONG A SAND
 NF0421'ROAD TO THE TOP OF A HILL AND A LOOKOUT TOWER, 73 FEET EAST-SOUTHEAST
 NF0421'OF R.M. NO. 2, 10 FEET SOUTH-SOUTHEAST OF THE NORTHEAST LEG OF THE
 NF0421'TOWER, 4 1/2 FEET NORTH-NORTHEAST OF THE SOUTHEAST LEG OF THE TOWER
 NF0421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0421
 NF0421                          STATION RECOVERY (1969)
 NF0421
 NF0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0421'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 NF0421'FOUND TO BE IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 NF0421'MARK 1 HAS BEEN DESTROYED.  A NEW SURFACE MARK AND REFERENCE MARK 3
 NF0421'WAS EXTABLISHED AT THIS TIME.  AN ERROR WAS NOTED IN THE 1931 LIST ON
 NF0421'THE HORIZONTAL DIRECTION TO REFERENCE MARK 2.  FOLLOWING IS A NEW
 NF0421'DESCRIPTION.
 NF0421'
 NF0421'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF HASTINGS,
 NF0421'6-1/2 MILES SOUTH-SOUTHEAST OF MIDDLEVILLE AND NEAR THE CENTER OF SEC.
 NF0421'25, T. 3 N., R. 10 W. ON A LOW WOODED HILL ON LAND OWNED BY MICHIGAN
 NF0421'CONSERVATION DEPARTMENT.
 NF0421'
 NF0421'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE GO WEST ON
 NF0421'MAIN STREET FOR 0.3 MILE TO A CROSS STREET.  TURN LEFT AND GO IN A
 NF0421'SOUTHERLY DIRECTION ON STATE HIGHWAY 37 FOR 2.3 MILES TO A FORK.  TAKE
 NF0421'THE RIGHT FORK AND GO IN A SOUTHERLY DIRECTION ON YANKEE SPRINGS ROAD
 NF0421'FOR 2.8 MILES TO A CROSS ROAD (CHIEF NOONDAY ROAD).  CONTINUE AHEAD IN
 NF0421'A SOUTHERLY DIRECTION ON YANKEE SPRINGS ROAD FOR 1 MILE TO A SIDE ROAD
 NF0421'RIGHT (DEEP LAKE ROAD) AND A WOODS ROAD ON THE LEFT. TURN LEFT AND GO
 NF0421'EAST ON THE WOODS ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 NF0421'AND GO SOUTHEAST ON A SANDY ROAD FOR 0.45 MILE TO A FORK AND A STEEP
 NF0421'TRAIL ON THE LEFT. TAKE THE RIGHT FORK AND GO SOUTHEAST UP A STEEP
 NF0421'HILL FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 NF0421'
 NF0421'THE STATION MARK IS A STANDARD DISK STAMPED FRENCH 1931 1969, SET IN
 NF0421'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF0421'INCHES ABOVE THE GROUND SURFACE.  IT IS 20.7 FEET EAST-SOUTHEAST OF
 NF0421'THE CENTER OF THE NORTHWEST CONCRETE PILLAR OF A LOOKOUT TOWER
 NF0421'FOUNDATION, 19 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST CONCRETE
 NF0421'PILLAR, 11 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHEAST
 NF0421'CONCRETE PILLAR AND 5.5 FEET NORTH OF THE CENTER OF THE SOUTHEAST
 NF0421'CONCRETE PILLAR.  NOTE-1B 7A
 NF0421'
 NF0421'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRENCH NO 2 1931, SET IN
 NF0421'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF0421'ABOVE THE SURFACE OF THE GROUND.  IT IS 52 FEET WEST-NORTHWEST OF THE
 NF0421'CENTER OF THE NORTHWEST CONCRETE PILLAR AND 13 FEET WEST-SOUTHWEST OF
 NF0421'THE CENTER OF A WOODS ROAD.  NOTE-11A
 NF0421'
 NF0421'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FENCH 1931 NO 3 1969, SET
 NF0421'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF0421'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 62 FEET SOUTHWEST OF
 NF0421'THE CENTER OF THE SOUTHWEST CONCRETE PILLAR, 23 FEET SOUTH OF A
 NF0421'12-INCH HICKORY TREE AND IT IS 3 FEET LOWER IN ELEVATION THAN THE
 NF0421'STATION MARK.  NOTE-11B
 NF0421'
 NF0421'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 NF0421'
 NF0421'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 NF0421
 NF0421                          STATION RECOVERY (1980)
 NF0421
 NF0421'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0421'THE STATION A REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF0421'DESCRIBED.  THE 1969 RECOVERY NOTE IS ACCURATE AND COMPLETE
 NF0421
 NF0421                          STATION RECOVERY (1994)
 NF0421
 NF0421'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0421'FOUND MARK IN GOOD CONDITION.  DISK SHOWS SOME SIGNS OF VANDALISM AS
 NF0421'THOUGH SOMEONE HAS TRIED TO REMOVE THE DISK. REFERENCE MARKS 2 AND 3
 NF0421'WERE FOUND IN GOOD CONDITION AS DESCRIBED CARSONITE WITNESS POSTS
 NF0421'INSTALLED AT STATION FRENCH, RM2, AND RM3 NOT SUITABLE FOR GPS.
 NF0421
 NF0421                          STATION RECOVERY (2004)
 NF0421
 NF0421'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0421'MODIFY DIRECTIONS AFTER GOING SOUTHEAST ON SANDY ROAD 0.45 MILE TO
 NF0421'TRAIL HEADS ON BOTH RIGHT AND LEFT SIDE OF ROAD.  TAKE TO LEFT TRAIL
 NF0421'ON THE RIGHT SIDE OF THE ROAD UP A STEEP HILL TO THE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0420 ***********************************************************************
 NF0420  DESIGNATION -  FRENCH RM 2
 NF0420  PID         -  NF0420
 NF0420  STATE/COUNTY-  MI/BARRY
 NF0420  COUNTRY     -  US
 NF0420  USGS QUAD   -  CLOVERDALE (2017)
 NF0420
 NF0420                         *CURRENT SURVEY CONTROL
 NF0420  ______________________________________________________________________
 NF0420* NAD 83(1986) POSITION- 42 37 09.10   (N) 085 26 09.67   (W)   HD_HELD1
 NF0420* NAVD 88 ORTHO HEIGHT -   346.233 (meters)     1135.93  (feet) ADJUSTED
 NF0420  ______________________________________________________________________
 NF0420  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 NF0420  DYNAMIC HEIGHT  -        346.131 (meters)     1135.60  (feet) COMP
 NF0420  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 NF0420
 NF0420  VERT ORDER      -  SECOND    CLASS 0
 NF0420
 NF0420.The horizontal coordinates were determined by differentially corrected
 NF0420.hand held GPS observations or other comparable positioning techniques
 NF0420.and have an estimated accuracy of +/- 3 meters.
 NF0420
 NF0420.The orthometric height was determined by differential leveling and
 NF0420.adjusted by the NATIONAL GEODETIC SURVEY
 NF0420.in June 1991.
 NF0420
 NF0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0420.GEOID18 height accuracy estimate available here.
 NF0420
 NF0420.Click photographs - Photos may exist for this station.
 NF0420
 NF0420.The dynamic height is computed by dividing the NAVD 88
 NF0420.geopotential number by the normal gravity value computed on the
 NF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0420.degrees latitude (g = 980.6199 gals.).
 NF0420
 NF0420.The modeled gravity was interpolated from observed gravity values.
 NF0420
 NF0420;                    North         East    Units  Estimated Accuracy
 NF0420;SPC MI S     -   124,874.2   3,912,277.0     MT  (+/- 3 meters HH1 GPS) 
 NF0420
 NF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2826319713(NAD 83)
 NF0420
 NF0420                          SUPERSEDED SURVEY CONTROL
 NF0420
 NF0420  NGVD 29 (??/??/92)  346.359  (m)         1136.35   (f) ADJ UNCH    2 0
 NF0420
 NF0420.Superseded values are not recommended for survey control.
 NF0420
 NF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0420.See file dsdata.pdf to determine how the superseded data were derived.
 NF0420
 NF0420_MARKER: DR = REFERENCE MARK DISK
 NF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0420_STAMPING: FRENCH NO 2 1931
 NF0420_MARK LOGO: CGS
 NF0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0420+STABILITY: SURFACE MOTION
 NF0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0420+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0420
 NF0420  HISTORY     - Date     Condition        Report By
 NF0420  HISTORY     - 1931     MONUMENTED       CGS
 NF0420  HISTORY     - 1969     GOOD             CGS
 NF0420  HISTORY     - 19941112 GOOD             MI-015
 NF0420  HISTORY     - 20041030 GOOD             USPSQD
 NF0420
 NF0420                          STATION DESCRIPTION
 NF0420
 NF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0420'7.4 MI SE FROM MIDDLEVILLE.
 NF0420'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE GO
 NF0420'WEST ON MAIN STREET FOR 0.3 MILE TO A CROSS STREET.  TURN
 NF0420'LEFT AND GO IN A SOUTHERLY DIRECTION ON STATE HIGHWAY 37 FOR
 NF0420'2.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO IN A SOUTHERLY
 NF0420'DIRECTION ON YANKEE SPRINGS ROAD FOR 2.8 MILES TO A CROSS
 NF0420'ROAD (CHIEF NOONDAY ROAD).  CONTINUE AHEAD IN A SOUTHERLY
 NF0420'DIRECTION ON YANKEE SPRINGS ROAD FOR 1 MILE TO A SIDE ROAD
 NF0420'RIGHT (DEEP LAKE ROAD) AND A WOODS ROAD ON THE LEFT. TURN LEFT
 NF0420'AND GO EAST ON THE WOODS ROAD FOR 0.3 MILE TO A FORK.  TAKE
 NF0420'THE RIGHT FORK AND GO SOUTHEAST ON A SANDY ROAD FOR 0.45 MILE
 NF0420'TO A FORK AND A STEEP TRAIL ON THE LEFT.  TAKE THE RIGHT FORK
 NF0420'AND GO SOUTHEAST UP A STEEP HILL FOR 0.2 MILE TO THE TOP OF
 NF0420'THE HILL AND THE STATION.  IT IS 52 FEET WEST-NORTHWEST OF
 NF0420'THE CENTER OF THE NORTHWEST CONCRETE PILLAR OF A LOOKOUT TOWER
 NF0420'FOUNDATION AND 13 FEET WEST OF THE CENTER OF A WOODS ROAD.
 NF0420'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NF0420'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF0420
 NF0420                          STATION RECOVERY (1994)
 NF0420
 NF0420'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0420'RECOVERED IN GOOD CONDITION.  CARSONITE WITNESS POST INSTALLED 1 FOOT
 NF0420'WEST OF MARK. NOT SUITABLE FOR GPS.
 NF0420
 NF0420                          STATION RECOVERY (2004)
 NF0420
 NF0420'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0420'MODIFY DIRECTIONS AFTER GOING SOUTHEAST ON SANDY ROAD 0.45 MILE TO
 NF0420'TRAIL HEADS ON BOTH RIGHT AND LEFT SIDE OF ROAD.  TAKE TO LEFT TRAIL
 NF0420'ON THE RIGHT SIDE OF THE ROAD UP A STEEP HILL TO THE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0525 ***********************************************************************
 RL0525  DESIGNATION -  FROST
 RL0525  PID         -  RL0525
 RL0525  STATE/COUNTY-  MI/HOUGHTON
 RL0525  COUNTRY     -  US
 RL0525  USGS QUAD   -  ECHO LAKE (2017)
 RL0525
 RL0525                         *CURRENT SURVEY CONTROL
 RL0525  ______________________________________________________________________
 RL0525* NAD 83(1994) POSITION- 46 37 11.60555(N) 088 51 38.69542(W)   ADJUSTED
 RL0525* NAVD 88 ORTHO HEIGHT -   436.401 (meters)     1431.76  (feet) ADJUSTED
 RL0525  ______________________________________________________________________
 RL0525  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 RL0525  LAPLACE CORR    -         -7.44  (seconds)                    DEFLEC18
 RL0525  DYNAMIC HEIGHT  -        436.416 (meters)     1431.81  (feet) COMP
 RL0525  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 RL0525
 RL0525  HORZ ORDER      -  FIRST
 RL0525  VERT ORDER      -  SECOND    CLASS 0
 RL0525
 RL0525.The horizontal coordinates were established by classical geodetic methods
 RL0525.and adjusted by the National Geodetic Survey in February 1997.
 RL0525
 RL0525.The orthometric height was determined by differential leveling and
 RL0525.adjusted by the NATIONAL GEODETIC SURVEY
 RL0525.in June 1991.
 RL0525
 RL0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0525.GEOID18 height accuracy estimate available here.
 RL0525
 RL0525.Click photographs - Photos may exist for this station.
 RL0525
 RL0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0525
 RL0525.The dynamic height is computed by dividing the NAVD 88
 RL0525.geopotential number by the normal gravity value computed on the
 RL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0525.degrees latitude (g = 980.6199 gals.).
 RL0525
 RL0525.The modeled gravity was interpolated from observed gravity values.
 RL0525
 RL0525. The following values were computed from the NAD 83(1994) position.
 RL0525
 RL0525;                    North         East     Units Scale Factor Converg.
 RL0525;SPC MI N     -   205,796.865 7,857,502.878   MT  0.99991986   -1 20 41.7
 RL0525;SPC MI N     -   675,186.56 25,779,208.92   iFT  0.99991986   -1 20 41.7
 RL0525;UTM  16      - 5,164,606.970   357,536.761   MT  0.99984947   -1 21 09.5
 RL0525
 RL0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0525!SPC MI N     -   0.99993672  x   0.99991986  =   0.99985658
 RL0525!UTM  16      -   0.99993672  x   0.99984947  =   0.99978620
 RL0525
 RL0525:                Primary Azimuth Mark                     Grid Az
 RL0525:SPC MI N     -  KENTON                                   215 55 11.1
 RL0525:UTM  16      -  KENTON                                   215 55 38.9
 RL0525
 RL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5753664606(NAD 83)
 RL0525
 RL0525|---------------------------------------------------------------------|
 RL0525| PID    Reference Object                     Distance      Geod. Az  |
 RL0525|                                                           dddmmss.s |
 RL0525| RL1585 COVINGTON LOOKOUT TOWER             APPROX.25.9 KM 1064342.0 |
 RL0525| RL1582 TROUT CREEK LOOKOUT TOWER           APPROX.22.4 KM 2063805.0 |
 RL0525| RL0526 FROST RM 1                           30.234 METERS 21425     |
 RL0525| RL1593 KENTON                              APPROX.10.6 KM 2143429.4 |
 RL0525| RL0527 FROST RM 2                           32.529 METERS 32102     |
 RL0525|---------------------------------------------------------------------|
 RL0525
 RL0525                          SUPERSEDED SURVEY CONTROL
 RL0525
 RL0525  NAD 83(1986)-  46 37 11.60199(N)    088 51 38.68481(W) AD(       ) 1
 RL0525  NAD 27      -  46 37 11.82200(N)    088 51 38.18700(W) AD(       ) 1
 RL0525  NGVD 29 (??/??/92)  436.397  (m)         1431.75   (f) ADJ UNCH    2 0
 RL0525  NGVD 29             436.40   (m)         1431.8    (f) LEVELING    3  
 RL0525
 RL0525.Superseded values are not recommended for survey control.
 RL0525
 RL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0525.See file dsdata.pdf to determine how the superseded data were derived.
 RL0525
 RL0525_MARKER: DS = TRIANGULATION STATION DISK
 RL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0525_STAMPING: FROST 1939
 RL0525_MARK LOGO: CGS
 RL0525_PROJECTION: PROJECTING 8 CENTIMETERS
 RL0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0525+STABILITY: SURFACE MOTION
 RL0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0525+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 RL0525
 RL0525  HISTORY     - Date     Condition        Report By
 RL0525  HISTORY     - 1939     MONUMENTED       CGS
 RL0525  HISTORY     - 1948     GOOD             CGS
 RL0525  HISTORY     - 20030710 GOOD             GEOCAC
 RL0525  HISTORY     - 20090617 GOOD             MIDT
 RL0525
 RL0525                          STATION DESCRIPTION
 RL0525
 RL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0525'ABOUT 9-1/4 MILES NORTH-BY-EAST OF THE TOWN OF KENTON, IN THE
 RL0525'NORTHWEST QUARTER OF SEC. 30, T. 49 N., R. 36 W., ON U.S. FOREST
 RL0525'LAND, 28 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND ABOUT
 RL0525'MIDWAY OF A STRETCH OF STRAIGHT ROAD CROSSING THE TOP OF A FLAT
 RL0525'RIDGE.  STATION MARK IS STAMPED FROST 1939 AND PROJECTS 6
 RL0525'INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'TO REACH FROM THE RANGER STATION IN KENTON DRIVE EAST ON
 RL0525'STATE HIGHWAY 28 FOR 0.2 MILE, TURN LEFT AND DRIVE NORTH UP
 RL0525'THE HILL ON A GRAVEL ROAD FOR 4.3 MILES.  TURN LEFT AND
 RL0525'DRIVE WEST 0.2 MILE.  TURN RIGHT AND DRIVE NORTH, KEEPING
 RL0525'STRAIGHT AHEAD AT ALL CROSSROADS, FOR 4.1 MILES TO A RAILROAD
 RL0525'CROSSING.  CONTINUE STRAIGHT AHEAD ACROSS THE TRACKS AND
 RL0525'DRIVE 1.25 MILES TO THE MIDPOINT OF A 1/4 MILE STRAIGHT
 RL0525'STRETCH OF ROAD AND THE STATION.
 RL0525'
 RL0525'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RL0525'DISKS SET IN CONCRETE.
 RL0525'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE
 RL0525'WOODEN POSTS WHICH PROJECT ABOUT 2-1/2 FEET ABOVE THE GROUND.
 RL0525'
 RL0525'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND 46 FEET WEST
 RL0525'OF THE CENTER OF THE ROAD, STAMPED FROST NO 1 1939 AND
 RL0525'PROJECTS 8 INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND
 RL0525'18 FEET WEST OF THE CENTER OF THE ROAD, STAMPED FROST NO 2
 RL0525'1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'HEAVY TIMBER PREVENTED THE ESTABLISHMENT OF AN AZIMUTH MARK.
 RL0525'
 RL0525'A 50-FOOT TOWER IS NEEDED TO SEE A 113-FOOT TOWER AT KENTON.
 RL0525'
 RL0525'A 113-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT GREENLAND
 RL0525'AND A 110-FOOT TOWER AT PORI.
 RL0525'
 RL0525'A 77-FOOT TOWER IS NEEDED TO SEE A 4-FOOT STAND AT SILVER.
 RL0525'
 RL0525'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 RL0525
 RL0525                          STATION RECOVERY (1948)
 RL0525
 RL0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0525'1.3 MI N FROM FROST.
 RL0525'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0525'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0525'SIGN AT FROST, 0.8 MILE NORTH OF A ROAD EAST TO ECHO LAKE, AT
 RL0525'THE TOP OF A LOW KNOLL, 100 YARDS SOUTH OF A CURVE SOUTH AND
 RL0525'NORTHWEST, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET
 RL0525'EAST AND ACROSS THE ROAD FROM A 10-INCH TRIANGULAR BLAZED MAPLE
 RL0525'TREE, 100 FEET NORTHEAST OF AND ACROSS THE ROAD FROM R.R. NO. 1,
 RL0525'100 FEET SOUTHEAST AND ACROSS THE ROAD FROM R.M. NO. 2, 2 1/2
 RL0525'FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 RL0525'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0525
 RL0525                          STATION RECOVERY (2003)
 RL0525
 RL0525'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0525'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0525'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0525'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0525'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE RIGHT.
 RL0525
 RL0525                          STATION RECOVERY (2009)
 RL0525
 RL0525'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1593 ***********************************************************************
 NF1593  DESIGNATION -  FROST
 NF1593  PID         -  NF1593
 NF1593  STATE/COUNTY-  MI/IONIA
 NF1593  COUNTRY     -  US
 NF1593  USGS QUAD   -  EAGLE (2017)
 NF1593
 NF1593                         *CURRENT SURVEY CONTROL
 NF1593  ______________________________________________________________________
 NF1593* NAD 83(1994) POSITION- 42 50 32.95205(N) 084 52 00.67209(W)   ADJUSTED
 NF1593* NAVD 88 ORTHO HEIGHT -   247.817 (meters)      813.05  (feet) ADJUSTED
 NF1593  ______________________________________________________________________
 NF1593  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 NF1593  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 NF1593  DYNAMIC HEIGHT  -        247.748 (meters)      812.82  (feet) COMP
 NF1593  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 NF1593
 NF1593  HORZ ORDER      -  FIRST
 NF1593  VERT ORDER      -  FIRST     CLASS II
 NF1593
 NF1593.The horizontal coordinates were established by classical geodetic methods
 NF1593.and adjusted by the National Geodetic Survey in February 1997.
 NF1593
 NF1593.The orthometric height was determined by differential leveling and
 NF1593.adjusted by the NATIONAL GEODETIC SURVEY
 NF1593.in January 2002.
 NF1593
 NF1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1593.GEOID18 height accuracy estimate available here.
 NF1593
 NF1593.Click photographs - Photos may exist for this station.
 NF1593
 NF1593.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1593
 NF1593.The dynamic height is computed by dividing the NAVD 88
 NF1593.geopotential number by the normal gravity value computed on the
 NF1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1593.degrees latitude (g = 980.6199 gals.).
 NF1593
 NF1593.The modeled gravity was interpolated from observed gravity values.
 NF1593
 NF1593. The following values were computed from the NAD 83(1994) position.
 NF1593
 NF1593;                    North         East     Units Scale Factor Converg.
 NF1593;SPC MI S     -   149,241.285 3,959,114.303   MT  0.99990715   -0 20 25.4
 NF1593;SPC MI S     -   489,636.76 12,989,220.15   iFT  0.99990715   -0 20 25.4
 NF1593;UTM  16      - 4,745,530.486   674,315.836   MT  0.99997383   +1 27 03.1
 NF1593
 NF1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1593!SPC MI S     -   0.99996642  x   0.99990715  =   0.99987358
 NF1593!UTM  16      -   0.99996642  x   0.99997383  =   0.99994026
 NF1593
 NF1593:                Primary Azimuth Mark                     Grid Az
 NF1593:SPC MI S     -  FROST AZ MK                              016 47 16.9
 NF1593:UTM  16      -  FROST AZ MK                              014 59 48.4
 NF1593
 NF1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7431545530(NAD 83)
 NF1593
 NF1593|---------------------------------------------------------------------|
 NF1593| PID    Reference Object                     Distance      Geod. Az  |
 NF1593|                                                           dddmmss.s |
 NF1593| AH7854 FROST RM 1                           24.556 METERS 00423     |
 NF1593| NF1587 FROST AZ MK                         APPROX. 1.2 KM 0162651.5 |
 NF1593| NF1464 GRAND LEDGE MUN TANK                APPROX.13.9 KM 1334134.4 |
 NF1593| AH7855 FROST RM 2                           22.908 METERS 18428     |
 NF1593| NF1597 PORTLAND MUN TANK                   APPROX. 3.8 KM 3102433.4 |
 NF1593|---------------------------------------------------------------------|
 NF1593
 NF1593                          SUPERSEDED SURVEY CONTROL
 NF1593
 NF1593  NAD 83(1986)-  42 50 32.94951(N)    084 52 00.68880(W) AD(       ) 1
 NF1593  NAD 27      -  42 50 32.82454(N)    084 52 00.71454(W) AD(       ) 1
 NF1593  NGVD 29 (07/19/86)  247.9    (m)          813.     (f) VERT ANG       
 NF1593
 NF1593.Superseded values are not recommended for survey control.
 NF1593
 NF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1593.See file dsdata.pdf to determine how the superseded data were derived.
 NF1593
 NF1593_MARKER: DS = TRIANGULATION STATION DISK
 NF1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1593_STAMPING: FROST 1969
 NF1593_MARK LOGO: CGS
 NF1593_PROJECTION: FLUSH
 NF1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1593+STABILITY: SURFACE MOTION
 NF1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1593+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 NF1593
 NF1593  HISTORY     - Date     Condition        Report By
 NF1593  HISTORY     - 1969     MONUMENTED       CGS
 NF1593  HISTORY     - 1970     GOOD             NGS
 NF1593  HISTORY     - 1976     GOOD             NGS
 NF1593  HISTORY     - 1980     GOOD             MIDH
 NF1593  HISTORY     - 19921113 GOOD             NGS
 NF1593  HISTORY     - 19990408 GOOD             NGS
 NF1593
 NF1593                          STATION DESCRIPTION
 NF1593
 NF1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1593'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 11, T, 5 N., R.
 NF1593'5 W., ON PROPERTY OF MR. CHARLES BEIERSTETEL, ABOUT 9 MILES NORTHWEST
 NF1593'OF GRAND LEDGE AND 3 MILES SOUTHEAST OF PORTLAND.
 NF1593'
 NF1593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NF1593'GRAND RIVER AVENUE IN THE SOUTHEAST PART OF PORTLAND, GO SOUTHEAST ON
 NF1593'GRAND RIVER AVENUE FOR 1.6 MILES TO THE INTERSECTION OF GRAND RIVER
 NF1593'AVENUE AND FROST AVENUE AND THE STATION ON THE RIGHT.
 NF1593'
 NF1593'THE STATION MARK IS A STANDARD DISK STAMPED FROST 1969, SET IN THE TOP
 NF1593'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 NF1593'IS 93 FEET WEST OF THE CENTER OF THE INTERSECTION OF GRAND RIVER
 NF1593'AVENUE AND FROST ROAD, 78 FEET NORTHWEST OF THE CENTER OF FROST ROAD,
 NF1593'44 FEET SOUTHWEST OF A 30-INCH MAPLE TREE AND 34 FEET NORTHWEST OF THE
 NF1593'CENTER OF A DRIVEWAY.
 NF1593'
 NF1593'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FROST NO 1 1969, SET IN
 NF1593'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1593'GROUND.  IT IS 52 FEET SOUTHEAST OF THE CENTER OF PEAKE ROAD, 43 FEET
 NF1593'WEST-SOUTHWEST OF THE CENTER OF GRAND RIVER AVENUE AND 4 FEET
 NF1593'SOUTHEAST OF TELEPHONE NUMBER 1330.
 NF1593'
 NF1593'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FROST NO 2 1969, SET IN
 NF1593'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1593'GROUND.  IT IS 45 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 23 FEET
 NF1593'WEST-SOUTHWEST OF A 20-INCH WALNUT TREE, 3.3 FEET EAST-NORTHEAST OF A
 NF1593'FENCE CORNER POST AND 1 FOOT NORTH OF A WIRE FENCE.
 NF1593'
 NF1593'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FROST 1969, SET IN THE TOP
 NF1593'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1593'ABOVE THE GROUND.  IT IS 102 FEET NORTHEAST OF THE CENTER OF THE WEST
 NF1593'BOUND LANES OF INTERSTATE HIGHWAY 96, 1.5 FEET EAST-SOUTHEAST OF A
 NF1593'METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 NF1593'
 NF1593'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 96
 NF1593'AND GRAND RIVER AVENUE, GO SOUTHEAST ON INTERSTATE HIGHWAY 96 FOR 1.2
 NF1593'MILES TO THE AZIMUTH MARK ON THE LEFT.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NF1593
 NF1593                          STATION RECOVERY (1970)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1593'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1593'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1593'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED, BUT A
 NF1593'DIFFERENCE OF .02 OF A FOOT SHORTER WAS FOUND IN THE DISTANCE.  THE
 NF1593'DIRECTION TO THE AZIMUTH MARK CHECKED.  DUE TO CHANGES AT THE STATION
 NF1593'SITE, FOLLOWING IS A NEW DESCRIPTION.
 NF1593'
 NF1593'THE STATION IS ABOUT 9 MILES NORTHWEST OF GRAND LEDGE AND 3 MILES
 NF1593'SOUTHEAST OF PORTLAND.  IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T. 5
 NF1593'N., R. 5 W. AND ON PROPERTY OF MR. CHARLES BEIERSTETEL WHO LIVES AT
 NF1593'THE STATION SITE.
 NF1593'
 NF1593'TO REACH THE STATION FROM THE JUNCTION OF GRAND RIVER AVENUE AND
 NF1593'INTERSTATE HIGHWAY 96 IN THE SOUTHEAST EDGE OF PORTLAND, GO SOUTHEAST
 NF1593'ON GRAND RIVER AVENUE FOR 1.6 MILES TO FROST ROAD AND THE STATION ON
 NF1593'THE RIGHT.
 NF1593'
 NF1593'STATION MARKS ARE STANDARD DISKS STAMPED FROST 1969.  THE SURFACE DISK
 NF1593'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1593'WITH THE GROUND SURFACE.  IT IS 102 FEET WEST OF THE CENTER OF THE
 NF1593'INTERSECTION OF GRAND RIVER AVENUE AND FROST ROAD, 44 FEET
 NF1593'WEST-SOUTHWEST OF A 30-INCH MAPLE TREE AND 34 FEET NORTHWEST OF THE
 NF1593'CENTER OF A DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 NF1593'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1593'
 NF1593'REFERENCE MARK 1, A STANDARD DISK STAMPED FROST NO 1 1969, IS SET IN
 NF1593'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 NF1593'INCH ABOVE THE GROUND SURFACE.  IT IS 42 FEET SOUTHWEST OF THE CENTER
 NF1593'OF GRAND RIVER AVENUE, 39 FEET SOUTH-SOUTHEAST OF THE CENTER OF PEAKE
 NF1593'ROAD AND 3.8 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 1330.
 NF1593'
 NF1593'REFERENCE MARK 2, A STANDARD DISK STAMPED FROST NO 2 1969, IS SET IN
 NF1593'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1593'GROUND SURFACE.  IT IS 84 FEET WEST OF THE CENTER OF FROST ROAD, 68
 NF1593'FEET WEST OF A FENCE CORNER, 22 FEET SOUTH OF THE CENTER OF THE
 NF1593'DRIVEWAY AND 1 FOOT NORTH OF A WIRE FENCE.
 NF1593'
 NF1593'THE AZIMUTH MARK, A STANDARD DISK STAMPED FROST 1969, IS SET IN THE
 NF1593'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1593'ABOVE THE GROUND SURFACE.  IT IS 102 FEET NORTHEAST OF THE CENTER OF
 NF1593'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 96, 52 FEET SOUTH-SOUTHWEST
 NF1593'OF THE SOUTH LEG OF A LARGE STANDARD OIL SIGN, 1.5 FEET EAST-SOUTHEAST
 NF1593'OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 NF1593'
 NF1593'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF GRAND RIVER AVENUE AND
 NF1593'INTERSTATE HIGHWAY 96 IN THE SOUTHEAST EDGE OF PORTLAND, GO SOUTHEAST
 NF1593'ON INTERSTATE HIGHWAY 96 FOR 1.2 MILES TO THE MARK ON THE LEFT.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 NF1593
 NF1593                          STATION RECOVERY (1976)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1593'NO MEASUREMENT BETWEEN RMS DUE TO THEY ARE NEAR 180 DEG.
 NF1593'
 NF1593'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 NF1593'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE CONFIRMED.
 NF1593'THE 1969 DESCRIPTION IS ENTIRELY ADEQUATE.
 NF1593'
 NF1593'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1593'
 NF1593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 NF1593'OF PORTLAND.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 113.2 FEET.
 NF1593
 NF1593                          STATION RECOVERY (1980)
 NF1593
 NF1593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1593'THE STATION MARK WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 NF1593'WERE FOUND IN GOOD CONDITION.  THE DISTANCES FROM REFERENCE MARKS 1
 NF1593'AND 2 TO THE STATION WERE CONFIRMED.
 NF1593'
 NF1593'THE 1976 RECOVERY NOTE IS IN ERROR ON THE FOOT DISTANCE FROM REFERENCE
 NF1593'MARKS 1 AND 2 TO THE STATION.  THE RECOVERY SHOULD READ RM 1, 80.57
 NF1593'FEET AND RM 2, 75.16 FEET.  THE METRIC MEASUREMENTS ARE CORRECT.
 NF1593
 NF1593                          STATION RECOVERY (1992)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1593'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 NF1593'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 31.0 M
 NF1593'(101.7 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 24.6 M (80.7 FT) SOUTH
 NF1593'OF REFERENCE MARK 1, 23.8 M (78.1 FT) WEST-NORTHWEST OF THE CENTER OF
 NF1593'FROST ROAD, 22.9 M (75.1 FT) NORTH OF REFERENCE MARK 2, 18.7 M (61.4
 NF1593'FT) NORTHWEST OF A 36-INCH TREE, 14.0 M (45.9 FT) WEST-SOUTHWEST OF A
 NF1593'40-INCH MAPLE TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 NF1593'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1593
 NF1593                          STATION RECOVERY (1999)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1593'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1587 ***********************************************************************
 NF1587  DESIGNATION -  FROST AZ MK
 NF1587  PID         -  NF1587
 NF1587  STATE/COUNTY-  MI/IONIA
 NF1587  COUNTRY     -  US
 NF1587  USGS QUAD   -  EAGLE (2017)
 NF1587
 NF1587                         *CURRENT SURVEY CONTROL
 NF1587  ______________________________________________________________________
 NF1587* NAD 83(1994) POSITION- 42 51 09.71226(N) 084 51 45.92216(W)   ADJUSTED
 NF1587* NAVD 88 ORTHO HEIGHT -   229.8   (meters)      754.    (feet) VERTCON3
 NF1587  ______________________________________________________________________
 NF1587  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 NF1587  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 NF1587  HORZ ORDER      -  SECOND
 NF1587
 NF1587.The horizontal coordinates were established by classical geodetic methods
 NF1587.and adjusted by the National Geodetic Survey in February 1997.
 NF1587
 NF1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1587
 NF1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1587.GEOID18 height accuracy estimate available here.
 NF1587
 NF1587.Click photographs - Photos may exist for this station.
 NF1587
 NF1587.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1587
 NF1587. The following values were computed from the NAD 83(1994) position.
 NF1587
 NF1587;                    North         East     Units Scale Factor Converg.
 NF1587;SPC MI S     -   150,373.535 3,959,455.891   MT  0.99990704   -0 20 15.4
 NF1587;SPC MI S     -   493,351.49 12,990,340.85   iFT  0.99990704   -0 20 15.4
 NF1587;UTM  16      - 4,746,672.938   674,621.882   MT  0.99997515   +1 27 14.2
 NF1587
 NF1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1587!SPC MI S     -   0.99996925  x   0.99990704  =   0.99987630
 NF1587!UTM  16      -   0.99996925  x   0.99997515  =   0.99994440
 NF1587
 NF1587:                Primary Azimuth Mark                     Grid Az
 NF1587:SPC MI S     -  FROST                                    196 47 16.9
 NF1587:UTM  16      -  FROST                                    194 59 47.3
 NF1587
 NF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7462146672(NAD 83)
 NF1587
 NF1587|---------------------------------------------------------------------|
 NF1587| PID    Reference Object                     Distance      Geod. Az  |
 NF1587|                                                           dddmmss.s |
 NF1587| NF1593 FROST                               APPROX. 1.2 KM 1962701.5 |
 NF1587| NF1588 FROST AZ MK A PT                      6.216 METERS 25654     |
 NF1587|---------------------------------------------------------------------|
 NF1587
 NF1587                          SUPERSEDED SURVEY CONTROL
 NF1587
 NF1587  NAD 83(1986)-  42 51 09.70970(N)    084 51 45.93888(W) AD(       ) 2
 NF1587  NAD 27      -  42 51 09.58484(N)    084 51 45.96470(W) AD(       ) 2
 NF1587  NGVD 29 (07/19/86)  229.9    (m)          754.     (f) VERT ANG       
 NF1587
 NF1587.Superseded values are not recommended for survey control.
 NF1587
 NF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1587.See file dsdata.pdf to determine how the superseded data were derived.
 NF1587
 NF1587_MARKER: DZ = AZIMUTH MARK DISK
 NF1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1587_STAMPING: FROST 1969
 NF1587_MARK LOGO: CGS
 NF1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1587+STABILITY: SURFACE MOTION
 NF1587
 NF1587  HISTORY     - Date     Condition        Report By
 NF1587  HISTORY     - 1969     MONUMENTED       CGS
 NF1587
 NF1587                          STATION DESCRIPTION
 NF1587
 NF1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1587'STATION MARK, A STANDARD DISK STAMPED FROST 1969, IS SET IN THE TOP
 NF1587'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1587'ABOVE THE GROUND SURFACE.  IT IS 102 FEET NORTHEAST OF THE CENTER
 NF1587'OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY 96, 52 FEET
 NF1587'SOUTH-SOUTHWEST OF THE SOUTH LEG OF A LARGE STANDARD OIL SIGN, 1.5
 NF1587'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 NF1587'WIRE FENCE.
 NF1587'
 NF1587'TO REACH THE STATION MARK FROM THE JUNCTION OF GRAND RIVER AVENUE
 NF1587'AND INTERSTATE HIGHWAY 96 IN THE SOUTHEAST EDGE OF PORTLAND, GO
 NF1587'SOUTHEAST ON INTERSTATE HIGHWAY 96 FOR 1.2 MILES TO THE MARK ON
 NF1587'THE LEFT.
 NF1587'
 NF1587'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0526 ***********************************************************************
 RL0526  DESIGNATION -  FROST RM 1
 RL0526  PID         -  RL0526
 RL0526  STATE/COUNTY-  MI/HOUGHTON
 RL0526  COUNTRY     -  US
 RL0526  USGS QUAD   -  ECHO LAKE (2017)
 RL0526
 RL0526                         *CURRENT SURVEY CONTROL
 RL0526  ______________________________________________________________________
 RL0526* NAD 83(1986) POSITION- 46 37 10.80   (N) 088 51 39.50   (W)   HD_HELD1
 RL0526* NAVD 88 ORTHO HEIGHT -   435.702 (meters)     1429.47  (feet) ADJUSTED
 RL0526  ______________________________________________________________________
 RL0526  GEOID HEIGHT    -        -32.691 (meters)                     GEOID18
 RL0526  DYNAMIC HEIGHT  -        435.717 (meters)     1429.51  (feet) COMP
 RL0526  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 RL0526
 RL0526  VERT ORDER      -  SECOND    CLASS 0
 RL0526
 RL0526.The horizontal coordinates were determined by differentially corrected
 RL0526.hand held GPS observations or other comparable positioning techniques
 RL0526.and have an estimated accuracy of +/- 3 meters.
 RL0526
 RL0526.The orthometric height was determined by differential leveling and
 RL0526.adjusted by the NATIONAL GEODETIC SURVEY
 RL0526.in June 1991.
 RL0526
 RL0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0526.GEOID18 height accuracy estimate available here.
 RL0526
 RL0526.Click photographs - Photos may exist for this station.
 RL0526
 RL0526.The dynamic height is computed by dividing the NAVD 88
 RL0526.geopotential number by the normal gravity value computed on the
 RL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0526.degrees latitude (g = 980.6199 gals.).
 RL0526
 RL0526.The modeled gravity was interpolated from observed gravity values.
 RL0526
 RL0526;                    North         East    Units  Estimated Accuracy
 RL0526;SPC MI N     -   205,772.4   7,857,485.2     MT  (+/- 3 meters HH1 GPS) 
 RL0526
 RL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5751964582(NAD 83)
 RL0526
 RL0526                          SUPERSEDED SURVEY CONTROL
 RL0526
 RL0526  NGVD 29 (??/??/92)  435.698  (m)         1429.45   (f) ADJ UNCH    2 0
 RL0526
 RL0526.Superseded values are not recommended for survey control.
 RL0526
 RL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0526.See file dsdata.pdf to determine how the superseded data were derived.
 RL0526
 RL0526_MARKER: DR = REFERENCE MARK DISK
 RL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0526_STAMPING: FROST NO 1 1939
 RL0526_MARK LOGO: CGS
 RL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0526+STABILITY: SURFACE MOTION
 RL0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0526+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0526
 RL0526  HISTORY     - Date     Condition        Report By
 RL0526  HISTORY     - 1939     MONUMENTED       CGS
 RL0526  HISTORY     - 1948     GOOD             CGS
 RL0526  HISTORY     - 20030710 GOOD             GEOCAC
 RL0526
 RL0526                          STATION DESCRIPTION
 RL0526
 RL0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0526'1.3 MI N FROM FROST.
 RL0526'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0526'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0526'SIGN AT FROST, 0.8 MILE NORTH OF THE JUNCTION OF A ROAD EAST
 RL0526'TO ECHO LAKE, 100 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 RL0526'THE STATION MARK, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RL0526'13 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 10-INCH MAPLE
 RL0526'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 RL0526'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0526'5 INCHES.
 RL0526
 RL0526                          STATION RECOVERY (2003)
 RL0526
 RL0526'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0526'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0526'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0526'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0526'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7854 ***********************************************************************
 AH7854  DESIGNATION -  FROST RM 1
 AH7854  PID         -  AH7854
 AH7854  STATE/COUNTY-  MI/IONIA
 AH7854  COUNTRY     -  US
 AH7854  USGS QUAD   -  EAGLE (2017)
 AH7854
 AH7854                         *CURRENT SURVEY CONTROL
 AH7854  ______________________________________________________________________
 AH7854* NAD 83(1986) POSITION- 42 50 33.75   (N) 084 52 00.59   (W)   HD_HELD1
 AH7854* NAVD 88 ORTHO HEIGHT -   247.850 (meters)      813.15  (feet) ADJUSTED
 AH7854  ______________________________________________________________________
 AH7854  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 AH7854  DYNAMIC HEIGHT  -        247.780 (meters)      812.92  (feet) COMP
 AH7854  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 AH7854
 AH7854  VERT ORDER      -  FIRST     CLASS II
 AH7854
 AH7854.The horizontal coordinates were determined by differentially corrected
 AH7854.hand held GPS observations or other comparable positioning techniques
 AH7854.and have an estimated accuracy of +/- 3 meters.
 AH7854
 AH7854.The orthometric height was determined by differential leveling and
 AH7854.adjusted by the NATIONAL GEODETIC SURVEY
 AH7854.in January 2002.
 AH7854
 AH7854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7854.GEOID18 height accuracy estimate available here.
 AH7854
 AH7854.Click photographs - Photos may exist for this station.
 AH7854
 AH7854.The dynamic height is computed by dividing the NAVD 88
 AH7854.geopotential number by the normal gravity value computed on the
 AH7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7854.degrees latitude (g = 980.6199 gals.).
 AH7854
 AH7854.The modeled gravity was interpolated from observed gravity values.
 AH7854
 AH7854;                    North         East    Units  Estimated Accuracy
 AH7854;SPC MI S     -   149,265.9   3,959,116.3     MT  (+/- 3 meters HH1 GPS) 
 AH7854
 AH7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7431745555(NAD 83)
 AH7854
 AH7854                          SUPERSEDED SURVEY CONTROL
 AH7854
 AH7854.No superseded survey control is available for this station.
 AH7854
 AH7854_MARKER: DR = REFERENCE MARK DISK
 AH7854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7854_STAMPING: FROST NO 1 1969
 AH7854_MARK LOGO: CGS
 AH7854_PROJECTION: FLUSH
 AH7854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7854+STABILITY: SURFACE MOTION
 AH7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7854+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7854
 AH7854  HISTORY     - Date     Condition        Report By
 AH7854  HISTORY     - 1969     MONUMENTED       CGS
 AH7854  HISTORY     - 19921113 GOOD             NGS
 AH7854  HISTORY     - 19990408 GOOD             NGS
 AH7854
 AH7854                          STATION DESCRIPTION
 AH7854
 AH7854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7854'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7854'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 24.6 M (80.7
 AH7854'FT) NORTH OF TRIANGULATION STATION FROST, 12.2 M (40.0 FT) SOUTHWEST
 AH7854'OF THE AVENUE CENTERLINE, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF
 AH7854'PEAKE ROAD, 0.4 M (1.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE MOST
 AH7854'SOUTHERLY OF 2 UNDERGROUND CABLE JUNCTION BOXES, 0.3 M (1.0 FT) ABOVE
 AH7854'THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7854'SURFACE.
 AH7854
 AH7854                          STATION RECOVERY (1999)
 AH7854
 AH7854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7854'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0527 ***********************************************************************
 RL0527  DESIGNATION -  FROST RM 2
 RL0527  PID         -  RL0527
 RL0527  STATE/COUNTY-  MI/HOUGHTON
 RL0527  COUNTRY     -  US
 RL0527  USGS QUAD   -  ECHO LAKE (2017)
 RL0527
 RL0527                         *CURRENT SURVEY CONTROL
 RL0527  ______________________________________________________________________
 RL0527* NAD 83(1986) POSITION- 46 37 12.42   (N) 088 51 39.66   (W)   HD_HELD1
 RL0527* NAVD 88 ORTHO HEIGHT -   435.811 (meters)     1429.82  (feet) ADJUSTED
 RL0527  ______________________________________________________________________
 RL0527  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 RL0527  DYNAMIC HEIGHT  -        435.826 (meters)     1429.87  (feet) COMP
 RL0527  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 RL0527
 RL0527  VERT ORDER      -  SECOND    CLASS 0
 RL0527
 RL0527.The horizontal coordinates were determined by differentially corrected
 RL0527.hand held GPS observations or other comparable positioning techniques
 RL0527.and have an estimated accuracy of +/- 3 meters.
 RL0527
 RL0527.The orthometric height was determined by differential leveling and
 RL0527.adjusted by the NATIONAL GEODETIC SURVEY
 RL0527.in June 1991.
 RL0527
 RL0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0527.GEOID18 height accuracy estimate available here.
 RL0527
 RL0527.Click photographs - Photos may exist for this station.
 RL0527
 RL0527.The dynamic height is computed by dividing the NAVD 88
 RL0527.geopotential number by the normal gravity value computed on the
 RL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0527.degrees latitude (g = 980.6199 gals.).
 RL0527
 RL0527.The modeled gravity was interpolated from observed gravity values.
 RL0527
 RL0527;                    North         East    Units  Estimated Accuracy
 RL0527;SPC MI N     -   205,822.5   7,857,483.0     MT  (+/- 3 meters HH1 GPS) 
 RL0527
 RL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5751664632(NAD 83)
 RL0527
 RL0527                          SUPERSEDED SURVEY CONTROL
 RL0527
 RL0527  NGVD 29 (??/??/92)  435.807  (m)         1429.81   (f) ADJ UNCH    2 0
 RL0527
 RL0527.Superseded values are not recommended for survey control.
 RL0527
 RL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0527.See file dsdata.pdf to determine how the superseded data were derived.
 RL0527
 RL0527_MARKER: DR = REFERENCE MARK DISK
 RL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0527_STAMPING: FROST NO 2 1939
 RL0527_MARK LOGO: CGS
 RL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0527+STABILITY: SURFACE MOTION
 RL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0527+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0527
 RL0527  HISTORY     - Date     Condition        Report By
 RL0527  HISTORY     - 1939     MONUMENTED       CGS
 RL0527  HISTORY     - 1948     GOOD             CGS
 RL0527  HISTORY     - 20030710 GOOD             GEOCAC
 RL0527
 RL0527                          STATION DESCRIPTION
 RL0527
 RL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0527'1.3 MI N FROM FROST.
 RL0527'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0527'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0527'SIGN AT FROST, 0.8 MILE NORTH OF A ROAD EAST TO ECHO LAKE,
 RL0527'100 FEET NORTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0527'17 FEET WEST OF THE CENTER LINE OF THE ROAD, 88 FEET NORTH OF A
 RL0527'TRIANGULAR BLAZED 10-INCH MAPLE TREE, 40 FEET NORTHWEST AND
 RL0527'ACROSS THE ROAD FROM A TELEPHONE POLE, 3 FEET SOUTH-SOUTHWEST
 RL0527'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD, AND
 RL0527'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0527
 RL0527                          STATION RECOVERY (2003)
 RL0527
 RL0527'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0527'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0527'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0527'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0527'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7855 ***********************************************************************
 AH7855  DESIGNATION -  FROST RM 2
 AH7855  PID         -  AH7855
 AH7855  STATE/COUNTY-  MI/IONIA
 AH7855  COUNTRY     -  US
 AH7855  USGS QUAD   -  EAGLE (2017)
 AH7855
 AH7855                         *CURRENT SURVEY CONTROL
 AH7855  ______________________________________________________________________
 AH7855* NAD 83(1986) POSITION- 42 50 32.21   (N) 084 52 00.75   (W)   HD_HELD1
 AH7855* NAVD 88 ORTHO HEIGHT -   247.408 (meters)      811.70  (feet) ADJUSTED
 AH7855  ______________________________________________________________________
 AH7855  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 AH7855  DYNAMIC HEIGHT  -        247.339 (meters)      811.48  (feet) COMP
 AH7855  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 AH7855
 AH7855  VERT ORDER      -  FIRST     CLASS II
 AH7855
 AH7855.The horizontal coordinates were determined by differentially corrected
 AH7855.hand held GPS observations or other comparable positioning techniques
 AH7855.and have an estimated accuracy of +/- 3 meters.
 AH7855
 AH7855.The orthometric height was determined by differential leveling and
 AH7855.adjusted by the NATIONAL GEODETIC SURVEY
 AH7855.in January 2002.
 AH7855
 AH7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7855.GEOID18 height accuracy estimate available here.
 AH7855
 AH7855.Click photographs - Photos may exist for this station.
 AH7855
 AH7855.The dynamic height is computed by dividing the NAVD 88
 AH7855.geopotential number by the normal gravity value computed on the
 AH7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7855.degrees latitude (g = 980.6199 gals.).
 AH7855
 AH7855.The modeled gravity was interpolated from observed gravity values.
 AH7855
 AH7855;                    North         East    Units  Estimated Accuracy
 AH7855;SPC MI S     -   149,218.4   3,959,112.4     MT  (+/- 3 meters HH1 GPS) 
 AH7855
 AH7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7431445507(NAD 83)
 AH7855
 AH7855                          SUPERSEDED SURVEY CONTROL
 AH7855
 AH7855.No superseded survey control is available for this station.
 AH7855
 AH7855_MARKER: DR = REFERENCE MARK DISK
 AH7855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7855_STAMPING: FROST NO 2 1969
 AH7855_MARK LOGO: CGS
 AH7855_PROJECTION: FLUSH
 AH7855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7855+STABILITY: SURFACE MOTION
 AH7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7855+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7855
 AH7855  HISTORY     - Date     Condition        Report By
 AH7855  HISTORY     - 1969     MONUMENTED       CGS
 AH7855  HISTORY     - 19921113 GOOD             NGS
 AH7855  HISTORY     - 19990408 GOOD             NGS
 AH7855
 AH7855                          STATION DESCRIPTION
 AH7855
 AH7855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7855'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7855'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 53.9 M
 AH7855'(176.8 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 25.2 M (82.7 FT) WEST
 AH7855'OF THE CENTER OF FROST ROAD, 22.9 M (75.1 FT) SOUTH OF TRIANGULATION
 AH7855'STATION FROST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 AH7855'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7855
 AH7855                          STATION RECOVERY (1999)
 AH7855
 AH7855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0355 ***********************************************************************
 QJ0355  DESIGNATION -  FRYING PAN UDP+153
 QJ0355  PID         -  QJ0355
 QJ0355  STATE/COUNTY-  MI/CHIPPEWA
 QJ0355  COUNTRY     -  US
 QJ0355  USGS QUAD   -  DE TOUR VILLAGE (2017)
 QJ0355
 QJ0355                         *CURRENT SURVEY CONTROL
 QJ0355  ______________________________________________________________________
 QJ0355* NAD 83(1994) POSITION- 45 59 08.85842(N) 083 53 41.17181(W)   ADJUSTED
 QJ0355* NAVD 88 ORTHO HEIGHT -   177.1   (meters)      581.    (feet) VERTCON3
 QJ0355  ______________________________________________________________________
 QJ0355  GEOID HEIGHT    -        -36.828 (meters)                     GEOID18
 QJ0355  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 QJ0355  HORZ ORDER      -  SECOND
 QJ0355
 QJ0355.The horizontal coordinates were established by classical geodetic methods
 QJ0355.and adjusted by the National Geodetic Survey in February 1997.
 QJ0355
 QJ0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0355
 QJ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0355.GEOID18 height accuracy estimate available here.
 QJ0355
 QJ0355.Click photographs - Photos may exist for this station.
 QJ0355
 QJ0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0355
 QJ0355. The following values were computed from the NAD 83(1994) position.
 QJ0355
 QJ0355;                    North         East     Units Scale Factor Converg.
 QJ0355;SPC MI N     -   138,357.954 8,240,521.284   MT  0.99991643   +2 14 39.9
 QJ0355;SPC MI N     -   453,930.30 27,035,830.98   iFT  0.99991643   +2 14 39.9
 QJ0355;UTM  17      - 5,096,543.996   275,797.078   MT  1.00021799   -2 04 57.7
 QJ0355
 QJ0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0355!SPC MI N     -   0.99997800  x   0.99991643  =   0.99989444
 QJ0355!UTM  17      -   0.99997800  x   1.00021799  =   1.00019599
 QJ0355
 QJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7579796543(NAD 83)
 QJ0355
 QJ0355                          SUPERSEDED SURVEY CONTROL
 QJ0355
 QJ0355  NAD 83(1986)-  45 59 08.84574(N)    083 53 41.16479(W) AD(       ) 2
 QJ0355  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 QJ0355
 QJ0355.Superseded values are not recommended for survey control.
 QJ0355
 QJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0355.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0355
 QJ0355_MARKER: DD = SURVEY DISK
 QJ0355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0355+WITH SETTING: PAVEMENT
 QJ0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0355+STABILITY: SURFACE MOTION
 QJ0355
 QJ0355  HISTORY     - Date     Condition        Report By
 QJ0355  HISTORY     - 1988     MONUMENTED       USACE
 QJ0355
 QJ0355                          STATION DESCRIPTION
 QJ0355
 QJ0355'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 QJ0355'THE STATION IS LOCATED ABOUT 66.5 KM (41.3 MI) SOUTH-SOUTHEAST OF
 QJ0355'SAULT STE MARIE
 QJ0355'60.8 KM (37.8 MI) EAST-SOUTHEAST OF RUDYARD, 1 KM (0.6 MI)
 QJ0355'EAST-SOUTHEAST OF DETOUR VILLAGE ON FRYING PAN ISLAND IN SEC 34,
 QJ0355'T42N-R4E.
 QJ0355'OWNERSHIP--SSSS
 QJ0355'
 QJ0355'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0355'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0355'TRAVEL BY BOAT UPRIVER  FOR 10 MINUTES TO THE EAST SIDE OF FRYING
 QJ0355'PAN ISLAND AND THE STATION.
 QJ0355'
 QJ0355'THE STATION IS A STANDARD COE DISK
 QJ0355'STAMPED---UDP+153---,
 QJ0355'SET INTO A LARGE CONCRETE SLAB, LOCATED BEHIND A BREAKWALL ON THE
 QJ0355'EAST SIDE OF THE ISLAND AND APPROXIMATELY 18.3 METERS (80 FT) NORTH
 QJ0355'OF A 2.4 METERS (8 FT) SQUARE CONCRETE BUILDING.
 QJ0355'
 QJ0355'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2707 ***********************************************************************
 DP2707  DESIGNATION -  FTCH
 DP2707  PID         -  DP2707
 DP2707  STATE/COUNTY-  MI/MECOSTA
 DP2707  COUNTRY     -  US
 DP2707  USGS QUAD   -  BIG RAPIDS (2017)
 DP2707
 DP2707                         *CURRENT SURVEY CONTROL
 DP2707  ______________________________________________________________________
 DP2707* NAD 83(2011) POSITION- 43 41 07.85883(N) 085 28 45.38069(W)   ADJUSTED
 DP2707* NAD 83(2011) ELLIP HT-   262.143 (meters)        (05/15/14)   ADJUSTED
 DP2707* NAD 83(2011) EPOCH   -  2010.00
 DP2707* NAVD 88 ORTHO HEIGHT -   295.1   (meters)      968.    (feet) GPS OBS
 DP2707  ______________________________________________________________________
 DP2707  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2707  GEOID HEIGHT    -        -32.900 (meters)                     GEOID12A
 DP2707  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 DP2707  NAD 83(2011) X  -    364,136.920 (meters)                     COMP
 DP2707  NAD 83(2011) Y  - -4,605,496.640 (meters)                     COMP
 DP2707  NAD 83(2011) Z  -  4,383,071.003 (meters)                     COMP
 DP2707  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 DP2707
 DP2707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2707  Standards:
 DP2707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2707  -------------------------------------------------------------------
 DP2707  NETWORK    0.90   2.33           0.42   0.29   1.19      0.04811012
 DP2707  -------------------------------------------------------------------
 DP2707  Click here for local accuracies and other accuracy information.
 DP2707
 DP2707.The horizontal coordinates were established by GPS observations
 DP2707.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2707
 DP2707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2707.been affixed to the stable North American tectonic plate. See 
 DP2707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2707
 DP2707.The horizontal coordinates are valid at the epoch date displayed above
 DP2707.which is a decimal equivalence of Year/Month/Day.
 DP2707
 DP2707.The orthometric height was determined by GPS observations and a
 DP2707.high-resolution geoid model.
 DP2707
 DP2707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2707.GEOID18 height accuracy estimate available here.
 DP2707
 DP2707.Click photographs - Photos may exist for this station.
 DP2707
 DP2707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2707
 DP2707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2707
 DP2707.The ellipsoidal height was determined by GPS observations
 DP2707.and is referenced to NAD 83.
 DP2707
 DP2707. The following values were computed from the NAD 83(2011) position.
 DP2707
 DP2707;                    North         East     Units Scale Factor Converg.
 DP2707;SPC MI S     -   243,365.553 3,910,294.329   MT  1.00000456   -0 45 25.8
 DP2707;SPC MI S     -   798,443.42 12,829,049.64   iFT  1.00000456   -0 45 25.8
 DP2707;UTM  16      - 4,838,068.394   622,565.816   MT  0.99978478   +1 03 01.8
 DP2707
 DP2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2707!SPC MI S     -   0.99995889  x   1.00000456  =   0.99996345
 DP2707!UTM  16      -   0.99995889  x   0.99978478  =   0.99974368
 DP2707
 DP2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2256538068(NAD 83)
 DP2707
 DP2707                          SUPERSEDED SURVEY CONTROL
 DP2707
 DP2707.No superseded survey control is available for this station.
 DP2707
 DP2707_MARKER: Z = SEE DESCRIPTION
 DP2707_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2707_STAMPING: FTCH
 DP2707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2707+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2014
 DP2707
 DP2707  HISTORY     - Date     Condition        Report By
 DP2707  HISTORY     - UNK      MONUMENTED       FERSU
 DP2707  HISTORY     - 20140131 GOOD             FERSU
 DP2707
 DP2707                          STATION DESCRIPTION
 DP2707
 DP2707'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2707'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2707'MI, MECOSTA COUNTY ABOUT 6.2 MI (10.0 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2707'KM) WEST OF RODNEY AND 7.5 MI (12.1 KM) NORTH OF STANWOOD.
 DP2707'
 DP2707'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2707'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2707'NORTHLAND DRIVE TO THE RIGHT.  TURN RIGHT ON NORTHLAND DRIVE AND GO
 DP2707'SOUTH FOR 0.34 MI (0.5 KM) TO SOUTH STREET ON THE LEFT.  TURN LEFT
 DP2707'ONTO SOUTH STREET AND GO EAST FOR 0.24 MI (0.4 KM) TO STADIUM DRIVE ON
 DP2707'THE LEFT.  TURN LEFT ONTO STADIUM DRIVE AND GO NORTH FOR 0.08 MI (0.1
 DP2707'KM) TO THE SECOND PARKING LOT ON THE RIGHT.  TURN RIGHT INTO THE
 DP2707'PARKING LOT AND GO NORTHEAST FOR 95 FT (29.0 M) AND TURN LEFT AND
 DP2707'TRAVEL NORTHERLY FOR 54 FT (16.5 M) TO THE EDGE OF THE PARKING LOT
 DP2707'RIGHT NEXT TO A SIDEWALK RUNNING NORTHEAST-SOUTHWEST.  WALK NORTHEAST
 DP2707'ON THE SIDEWALK FOR 28 FT (8.5 M) TO THE STATION ON THE LEFT IN THE
 DP2707'WESTERLY EDGE OF THE SIDEWALK BETWEEN THE PARKING LOT AND A LARGE
 DP2707'LIGHT POLE.
 DP2707'
 DP2707'THE STATION IS 68.39 FT (20.8 M) SOUTH 40 EAST FROM A TALL LIGHT POLE,
 DP2707'43.29 FT (13.2 M) SOUTH 52 WEST FROM AN 8 INCH (20 CM) DOGWOOD TREE,
 DP2707'16.89 FT (5.1 M) NORTH 45 WEST FROM AN 8 INCH (20 CM) DOGWOOD TREE AND
 DP2707'29.38 FT (9.0 M) NORTH 53 EAST FROM AN 8 INCH (20 CM) DOGWOOD TREE.
 DP2707'THE STATION IS A 1 INCH (3 CM) BRASS CAP RECOVERED BY LOGAN PRAAY,
 DP2707'DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0502 ***********************************************************************
 PL0502  DESIGNATION -  FULFORD
 PL0502  PID         -  PL0502
 PL0502  STATE/COUNTY-  MI/KALKASKA
 PL0502  COUNTRY     -  US
 PL0502  USGS QUAD   -  TORCH RIVER (2017)
 PL0502
 PL0502                         *CURRENT SURVEY CONTROL
 PL0502  ______________________________________________________________________
 PL0502* NAD 83(1994) POSITION- 44 45 07.15745(N) 085 18 35.72291(W)   ADJUSTED
 PL0502* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) VERTCON3
 PL0502  ______________________________________________________________________
 PL0502  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 PL0502  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 PL0502  HORZ ORDER      -  FIRST
 PL0502
 PL0502.The horizontal coordinates were established by classical geodetic methods
 PL0502.and adjusted by the National Geodetic Survey in February 1997.
 PL0502
 PL0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0502
 PL0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0502.GEOID18 height accuracy estimate available here.
 PL0502
 PL0502.Click photographs - Photos may exist for this station.
 PL0502
 PL0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0502
 PL0502. The following values were computed from the NAD 83(1994) position.
 PL0502
 PL0502;                    North         East     Units Scale Factor Converg.
 PL0502;SPC MI C     -   159,927.108 5,925,314.862   MT  0.99991826   -0 39 58.8
 PL0502;SPC MI C     -   524,695.24 19,440,009.39   iFT  0.99991826   -0 39 58.8
 PL0502;UTM  16      - 4,956,789.336   633,777.511   MT  0.99982007   +1 11 24.2
 PL0502
 PL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0502!SPC MI C     -   0.99995549  x   0.99991826  =   0.99987375
 PL0502!UTM  16      -   0.99995549  x   0.99982007  =   0.99977557
 PL0502
 PL0502:                Primary Azimuth Mark                     Grid Az
 PL0502:SPC MI C     -  CENTRAL LAKE                             002 33 16.2
 PL0502:UTM  16      -  CENTRAL LAKE                             000 41 53.2
 PL0502
 PL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3377756789(NAD 83)
 PL0502
 PL0502|---------------------------------------------------------------------|
 PL0502| PID    Reference Object                     Distance      Geod. Az  |
 PL0502|                                                           dddmmss.s |
 PL0502| QK0827 CENTRAL LAKE                        APPROX.35.0 KM 0015317.4 |
 PL0502| PL0498 MANCELONA FIRE LOOKOUT TOWER        APPROX.26.8 KM 0540730.7 |
 PL0502| PL0495 PICKEREL LAKE LOOKOUT TOWER         APPROX.26.1 KM 0784646.4 |
 PL0502| PL0501 KALKASKA CH OF CHRIST SPIRE         APPROX.10.6 KM 0995156.3 |
 PL0502| CH1155 FULFORD RM 1                         24.953 METERS 19440     |
 PL0502| PL0534 KINGSLEY LOOKOUT TOWER              APPROX.29.2 KM 2273617.0 |
 PL0502| CH1156 FULFORD RM 2                                       27944     |
 PL0502|---------------------------------------------------------------------|
 PL0502
 PL0502                          SUPERSEDED SURVEY CONTROL
 PL0502
 PL0502  NAD 83(1986)-  44 45 07.16214(N)    085 18 35.72330(W) AD(       ) 1
 PL0502  NAD 27      -  44 45 07.14782(N)    085 18 35.50414(W) AD(       ) 1
 PL0502  NGVD 29 (07/19/86)  318.     (m)         1043.     (f) VERT ANG       
 PL0502
 PL0502.Superseded values are not recommended for survey control.
 PL0502
 PL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0502.See file dsdata.pdf to determine how the superseded data were derived.
 PL0502
 PL0502_MARKER: DS = TRIANGULATION STATION DISK
 PL0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0502_STAMPING: FULFORD 1931
 PL0502_MARK LOGO: CGS
 PL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0502+STABILITY: SURFACE MOTION
 PL0502
 PL0502  HISTORY     - Date     Condition        Report By
 PL0502  HISTORY     - 1931     MONUMENTED       CGS
 PL0502  HISTORY     - 1932     GOOD             CGS
 PL0502  HISTORY     - 1955     GOOD             CGS
 PL0502  HISTORY     - 1980     GOOD             NGS
 PL0502  HISTORY     - 1980     GOOD             MIDH
 PL0502  HISTORY     - 19970924 GOOD             USPSQD
 PL0502  HISTORY     - 20010806 GOOD             NGS
 PL0502
 PL0502                          STATION DESCRIPTION
 PL0502
 PL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0502'ABOUT 15 MILES EAST OF TRAVERSE CITY AND 5 MILES EAST BY SOUTH OF
 PL0502'WILLIAMSBURG, IN SEC. 8, T. 27 N., R.  8 W., ON LAND OF DOWLING
 PL0502'ESTATE, NOW OWNED AND FARMED BY M. L. FULFORD.
 PL0502'
 PL0502'TO REACH FROM TRAVERSE CITY, GO EAST 7.3 MILES ON U.S.  ROUTE 31 TO
 PL0502'ACME, TURN EAST ON COUTY ROUTE 612 AND FOLLOW 9.0 MILES TO SMALL
 PL0502'SCHOOL AND WHITE HOUSE ON LEFT SIDE OF ROAD, 4.4 MILES EAST OF
 PL0502'WILLIAMSBURG.  TURN SOUTH ON GRAVEL ROAD AND FOLLOW 1.9 MILES TO
 PL0502'FULFORDS HOUSE ON EAST SIDE OF ROAD.  FOLLOW THIS LANE EAST TO FOOT OF
 PL0502'HILLSIDE PASTURE, THENCE UP HILL, ACROSS PASTURE, SOUTHEAST 0.3 MILE
 PL0502'TO STATION, ON HIGHEST HILL IN VICINITY, IN SMALL UNWORKED ORCHARD
 PL0502'APPROXIMATELY 1/2 MILE EAST OF MR. FULFORDS HOUSE AND APPROXIMATELY
 PL0502'3/4 MILE SOUTHEAST OF LAKE KNOWN LOCALLY AS DOWLING LAKE (ALSO AS
 PL0502'CRESCENT LAKE).  EAST SIDE OF HILL IS TIMBERED.
 PL0502'
 PL0502'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0502'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 PL0502'DISKS IN CONCRETE, NOTE 11A.
 PL0502'
 PL0502'NO. 1 IS ON TOP OF THE SAME HILL AS STATION, AND 24.76 METERS (81.2
 PL0502'FEET) FROM STATION IN AZIMUTH 14 DEG. 39 MIN.
 PL0502'
 PL0502'NO.2 IS ON WEST SIDE OF ROAD, BY GATE, 8 METERS (26 FEET) WEST OF
 PL0502'CENTERLINE OF ROAD, APPROXIMATELY 100 METERS (328 FEET) SOUTHWEST OF
 PL0502'FULFORDS HOUSE, APPROXIMATELY 100 METERS (328 FEET) SOUTH END OF LAKE,
 PL0502'AND APPROXIMATELY 1/2 MILE FROM STAION IN AZIMUTH 99 DEG. 44 MIN. 01
 PL0502'SEC.
 PL0502
 PL0502                          STATION RECOVERY (1955)
 PL0502
 PL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 PL0502'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 PL0502'ADEQUATE WITH THE FOLLOWING CORRECTION- THE FULFORD HOUSE HAS BEEN
 PL0502'DEMOLISHED, ONLY THE FOUNDATION REMAINS.
 PL0502
 PL0502                          STATION RECOVERY (1980)
 PL0502
 PL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0502'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 PL0502'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE LONGER BY
 PL0502'0.193 METER.  NO DIRECTIONS WERE OBSERVED THIS DATE AS REFERENCE MARK
 PL0502'2 IS NOT VISIBLE FROM THE GROUND AT THE STATION.  THE STATION IS
 PL0502'LOCATED ABOUT 10 KM (6-3/4 MI) WEST-NORTHWEST OF KALKASKA, 8.0 KM
 PL0502'(5.0 MI) SOUTH-SOUTHEAST OF WILLIAMSBURG, AND IN THE NE1/4,S8,T27N,R8W
 PL0502'OF KALKASKA TOWNSHIP.  PERMISSION WAS OBTAINED FROM MR. ROBERT SLATER,
 PL0502'DEPARTMENT OF NATURAL RESOURCES, KALKASKA, MI 49646.
 PL0502'
 PL0502'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0502'HIGHWAYS 66 AND 72 IN THE NORTH PART OF KALKASKA, GO WEST ON STATE
 PL0502'HIGHWAY 72 FOR 12.9 KM (8.0 MI) TO A RAILROAD CROSSING.  CONTINUE WEST
 PL0502'FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A
 PL0502'DIRT ROAD FOR 2.4 KM (1.5 MI) TO A BRICK TELEPHONE BUILDING ON LEFT.
 PL0502'CONTINUE SOUTH FOR 0.8 KM (0.5 MI) TO A WOODS ROAD ON LEFT AND
 PL0502'REFERENCE MARK 2 ON RIGHT.  TURN LEFT, EAST ON THE WOODS ROAD FOR 0.2
 PL0502'KM (0.15 MI) TO A DIM ROAD LEADING OFF TO THE RIGHT.  CONTINUE EAST,
 PL0502'THEN SOUTH FOR 0.6 KM (0.4 MI) TO TOP OF RIDGE AND STATION ON RIGHT.
 PL0502'
 PL0502'THE STATION IS A STANDARD CGS DISK STAMPED---FULFORD 1931---, SET INTO
 PL0502'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE RECESSED 10 CM
 PL0502'BELOW THE GROUND.  IT IS LOCATED 20.91 METERS (26.0 FT)
 PL0502'SOUTH-SOUTHWEST FROM THE CENTER OF TRACK ROAD AND 2.20 METERS (7.2 FT)
 PL0502'WEST FROM FOUR SMALL MAPLE TREE.
 PL0502'
 PL0502'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK STAMPED---FULFORD N0 1
 PL0502'1931---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A
 PL0502'SIDE PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 1.82 METERS
 PL0502'(6.0 FT) NORTHWEST FROM THE EDGE OF A GROWN OVER GRAVEL PIT AND 1.82
 PL0502'METERS (6.0 FT) EAST FROM A ROW OF PINE TREES.  MARK IS ABOVE STATION
 PL0502'0.3 METER.
 PL0502'
 PL0502'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK STAMPED---FULFORD N0 2
 PL0502'1931---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A
 PL0502'SIDE PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 30.50 METER
 PL0502'(100.9 FT) SOUTH FROM A TELEPHONE BOX AND 8.20 METER (26.9 FT) WEST
 PL0502'FROM THE CENTER OF ROAD.
 PL0502'
 PL0502'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREE ON LINE HEIGHT OF
 PL0502'LIGHT SHOWN ABOVE THE MARK WAS 14.2 METERS.  LIGHT WAS SHOWN FROM THE
 PL0502'T0P OF A G-MAST.  NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AN
 PL0502'AZIMUTH MARK.
 PL0502
 PL0502                          STATION RECOVERY (1980)
 PL0502
 PL0502'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0502'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0502'CONDITION.
 PL0502
 PL0502                          STATION RECOVERY (1997)
 PL0502
 PL0502'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0502'RECOVERED IN GOOD CONDITION.
 PL0502
 PL0502                          STATION RECOVERY (2001)
 PL0502
 PL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0999 ***********************************************************************
 RL0999  DESIGNATION -  FULLER
 RL0999  PID         -  RL0999
 RL0999  STATE/COUNTY-  MI/GOGEBIC
 RL0999  COUNTRY     -  US
 RL0999  USGS QUAD   -  FULLER (2017)
 RL0999
 RL0999                         *CURRENT SURVEY CONTROL
 RL0999  ______________________________________________________________________
 RL0999* NAD 83(1994) POSITION- 46 17 05.65003(N) 089 07 03.76556(W)   ADJUSTED
 RL0999* NAVD 88 ORTHO HEIGHT -   547.923 (meters)     1797.64  (feet) ADJUSTED
 RL0999  ______________________________________________________________________
 RL0999  GEOID HEIGHT    -        -31.462 (meters)                     GEOID18
 RL0999  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 RL0999  DYNAMIC HEIGHT  -        547.928 (meters)     1797.66  (feet) COMP
 RL0999  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 RL0999
 RL0999  HORZ ORDER      -  FIRST
 RL0999  VERT ORDER      -  SECOND    CLASS 0
 RL0999
 RL0999.The horizontal coordinates were established by classical geodetic methods
 RL0999.and adjusted by the National Geodetic Survey in February 1997.
 RL0999
 RL0999.The orthometric height was determined by differential leveling and
 RL0999.adjusted by the NATIONAL GEODETIC SURVEY
 RL0999.in June 1991.
 RL0999
 RL0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0999.GEOID18 height accuracy estimate available here.
 RL0999
 RL0999.Click photographs - Photos may exist for this station.
 RL0999
 RL0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0999
 RL0999.The dynamic height is computed by dividing the NAVD 88
 RL0999.geopotential number by the normal gravity value computed on the
 RL0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0999.degrees latitude (g = 980.6199 gals.).
 RL0999
 RL0999.The modeled gravity was interpolated from observed gravity values.
 RL0999
 RL0999. The following values were computed from the NAD 83(1994) position.
 RL0999
 RL0999;                    North         East     Units Scale Factor Converg.
 RL0999;SPC MI N     -   169,070.089 7,836,834.255   MT  0.99990283   -1 31 50.4
 RL0999;SPC MI N     -   554,691.89 25,711,398.47   iFT  0.99990283   -1 31 50.4
 RL0999;UTM  16      - 5,127,882.482   336,865.884   MT  0.99992715   -1 31 51.6
 RL0999
 RL0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0999!SPC MI N     -   0.99991904  x   0.99990283  =   0.99982188
 RL0999!UTM  16      -   0.99991904  x   0.99992715  =   0.99984620
 RL0999
 RL0999:                Primary Azimuth Mark                     Grid Az
 RL0999:SPC MI N     -  FULLER AZ MK                             351 16 45.2
 RL0999:UTM  16      -  FULLER AZ MK                             351 16 46.4
 RL0999
 RL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3686527882(NAD 83)
 RL0999
 RL0999|---------------------------------------------------------------------|
 RL0999| PID    Reference Object                     Distance      Geod. Az  |
 RL0999|                                                           dddmmss.s |
 RL0999| RL1581 MALLARD LAKE LOT                    APPROX.10.6 KM 0823124.3 |
 RL0999| RL1605 IMP LAKE LOOKOUT TOWER              APPROX. 8.8 KM 1563825.5 |
 RL0999| RL1001 FULLER RM 2                          19.105 METERS 24842     |
 RL0999| RL1614 WATERSMEET LOOKOUT TOWER            APPROX.13.6 KM 2635057.7 |
 RL0999| RL1000 FULLER RM 1                          19.898 METERS 32343     |
 RL0999| RL1002 FULLER AZ MK                                       3494454.8 |
 RL0999|---------------------------------------------------------------------|
 RL0999
 RL0999                          SUPERSEDED SURVEY CONTROL
 RL0999
 RL0999  NAD 83(1991)-  46 17 05.64710(N)    089 07 03.76289(W) AD(       ) 1
 RL0999  NAD 83(1986)-  46 17 05.64667(N)    089 07 03.76084(W) AD(       ) 1
 RL0999  NAD 27      -  46 17 05.83100(N)    089 07 03.25900(W) AD(       ) 1
 RL0999  NGVD 29 (??/??/92)  547.989  (m)         1797.86   (f) ADJ UNCH    2 0
 RL0999  NGVD 29             547.94   (m)         1797.7    (f) LEVELING    3  
 RL0999
 RL0999.Superseded values are not recommended for survey control.
 RL0999
 RL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0999.See file dsdata.pdf to determine how the superseded data were derived.
 RL0999
 RL0999_MARKER: DS = TRIANGULATION STATION DISK
 RL0999_SETTING: 66 = SET IN ROCK OUTCROP
 RL0999_STAMPING: FULLER 1940
 RL0999_MARK LOGO: CGS
 RL0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0999+STABILITY: POSITION/ELEVATION WELL
 RL0999
 RL0999  HISTORY     - Date     Condition        Report By
 RL0999  HISTORY     - 1940     MONUMENTED       CGS
 RL0999  HISTORY     - 1948     GOOD             CGS
 RL0999  HISTORY     - 19950526 GOOD             GLORI
 RL0999
 RL0999                          STATION DESCRIPTION
 RL0999
 RL0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL0999'LOCATED 3 MILES EAST OF WATERSMEET, 10 MILES NORTHEAST OF
 RL0999'LAND O LAKES, 7 MILES SOUTHEAST OF PAULDING, IN THE NORTHEAST
 RL0999'QUARTER OF SEC. 24, T. 45 N., R. 39 W., ON LAND BELIEVED TO BE OWNED
 RL0999'BY THE U.S. FOREST SERVICE.
 RL0999'
 RL0999'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS
 RL0999'
 RL0999'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 2 AND 45 IN
 RL0999'WATERSMEET, GO EAST ON U.S. HIGHWAY 2 FOR 3 MILES, (AZIMUTH
 RL0999'MARK IS 155 FEET NORTH OF CENTER LINE OF RAILROAD TRACKS, IN
 RL0999'Y-INTERSECTION OF DIRT ROADS, WHICH ENTER HIGHWAY AT THIS POINT),
 RL0999'CONTINUE EAST ON HIGHWAY FOR 0.55 MILE AND TURN SHARP RIGHT,
 RL0999'SOUTH, ON DIM TRACK ROAD AT WEST SIDE OF SHACK WHICH STANDS IN
 RL0999'NORTHWEST CORNER OF SETTLEMENT KNOWN AS FULLERS SPUR, THIS
 RL0999'ROAD IS VERY DIM AND BRUSHY BUT CAN BE FOLLOWED FOR 0.9 MILE
 RL0999'TO TRIANGULAR BLAZE ON 6-INCH ELM TREE ON RIGHT SIDE OF TRAIL
 RL0999'AT NORTH EDGE OF SMALL VALLEY.  THIS IS THE END OF TRUCK
 RL0999'TRAVEL.  GO SOUTH UP THIS SMALL VALLEY FOR ABOUT 130 FEET AND
 RL0999'TURN LEFT FOLLOWING BLAZED TRAIL UP HILL FOR ABOUT 325 FEET
 RL0999'TO TOP OF HILL AND STATION.
 RL0999'
 RL0999'STATION MARK IS ON HIGHEST POINT OF THICKLY WOODED HILL SET IN
 RL0999'TOP OF OUTCROPPING BOULDER WHICH IS ABOUT 14 INCHES IN
 RL0999'DIAMETER AND PROJECTS 8 INCHES, IS STAMPED FULLER 1940.
 RL0999'
 RL0999'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN CONCRETE
 RL0999'IN TOP OF 5-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND, ON
 RL0999'SLOPE OF HILL ABOUT 6 FEET LOWER THAN STATION, STAMPED FULLER
 RL0999'NO. 1 1940, PROJECTS 18 INCHES.
 RL0999'
 RL0999'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK SET IN CONCRETE
 RL0999'IN TOP OF 5-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND,
 RL0999'ON SLOPE OF HILL ABOUT 18 INCHES LOWER THAN STATION, STAMPED
 RL0999'FULLER NO. 2 1940, PROJECTS 18 INCHES.
 RL0999'
 RL0999'AZIMUTH MARK IS ABOUT 0.9 MILE NORTH OF STATION, 155 FEET
 RL0999'NORTH OF CENTER LINE OF RAILROAD TRACKS WHICH ARE JUST NORTH
 RL0999'OF U.S. HIGHWAY 2, 49 FEET NORTH OF Y-INTERSECTION OF DIRT
 RL0999'ROADS, STAMPED FULLER 1940, PROJECTS 6 INCHES.
 RL0999'
 RL0999'AZIMUTH MARK NOT VISIBLE FROM THE GROUND.  A 50-FOOT TOWER
 RL0999'NEEDED TO SEE AZIMUTH MARK.
 RL0999'
 RL0999'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RL0999
 RL0999                          STATION RECOVERY (1948)
 RL0999
 RL0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0999'4.9 MI E FROM WATERSMEET.
 RL0999'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL0999'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL0999'TRAIL (DIRECTIONS BELOW).  FROM A POINT ON OLD HIGHWAY 2 ABOUT
 RL0999'0.1 MILE WEST OF THE FULLER SPUR STORE TURN SOUTH OF A DIM
 RL0999'TRAIL AND FOLLOW TRAIL SOUTH AND SOUTHWEST TO A FORK IN TRAIL,
 RL0999'TAKE NORTHWEST FORK AND FOLLOW TO ANOTHER FORK IN TRAIL, TAKE
 RL0999'NORTH FORK AND GO ABOUT 0.1 MILE TO THE END OF THE TRAIL, THENCE
 RL0999'GO WEST TO THE TOP OF A WOODEN HILL, AT THE HIGHEST PART OF
 RL0999'HILL, SET IN THE HIGHEST POINT OF A 14 BY 12-FOOT ROCK OUTCROP,
 RL0999'66.2 FEET SOUTH-SOUTHEAST OF R.M. 1, 63 FEET EAST-NORTHEAST
 RL0999'OF R.M. 2, 8 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH ELM
 RL0999'TREE, AND ABOUT 6 INCHES ABOVE GROUND.
 RL0999
 RL0999                          STATION RECOVERY (1995)
 RL0999
 RL0999'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL0999'TO REACH STATION FROM THE INTERSECTION OF US 45 AND OLD US 2 ON THE
 RL0999'NORTH END OF WATERSMEET, PROCEED EASTERLY ON OLD US 2 FOR 4.0 MILES
 RL0999'(6.4 KM) TO A T INTERSECTION WITH THE MARION LAKE ROAD.  TURN RIGHT
 RL0999'AND PROCEED SOUTHERLY FOR 0.95 MILES (1.53 KM) TO A POINT INDICATED BY
 RL0999'GPS TO LAY 0.42 MILES (0.68 KM) EAST OF THE STATION.  BY FOOT PROCEED
 RL0999'WEST FOR 0.42 MILES (0.68 KM) TO THE STATION ON TOP OF A RIDGE.
 RL0999'SEVERAL LOGGING ROADS ENTER THIS AREA FROM OLD US 2, ACCESSING THE
 RL0999'SITE FROM THE SOUTH SIDE OF THE STATION.  ALL ROADS ARE GATED OR
 RL0999'BERMED BY THE US FOREST SERVICE TO PROTECT THE UN-GRAVELED ROADS.  THE
 RL0999'AZIMUTH MARK WAS RECOVERED GOOD CONDITION AS DESCRIBED NORTH OF THE RR
 RL0999'GRADE OFF THE BUCK LAKE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1002 ***********************************************************************
 RL1002  DESIGNATION -  FULLER AZ MK
 RL1002  PID         -  RL1002
 RL1002  STATE/COUNTY-  MI/GOGEBIC
 RL1002  COUNTRY     -  US
 RL1002  USGS QUAD   -  FULLER (2017)
 RL1002
 RL1002                         *CURRENT SURVEY CONTROL
 RL1002  ______________________________________________________________________
 RL1002* NAD 83(1986) POSITION- 46 17 36.     (N) 089 07 13.     (W)   SCALED
 RL1002* NAVD 88 ORTHO HEIGHT -   482.887 (meters)     1584.27  (feet) ADJUSTED
 RL1002  ______________________________________________________________________
 RL1002  GEOID HEIGHT    -        -31.469 (meters)                     GEOID18
 RL1002  DYNAMIC HEIGHT  -        482.892 (meters)     1584.29  (feet) COMP
 RL1002  MODELED GRAVITY -    980,608.4   (mgal)                       NAVD 88
 RL1002
 RL1002  VERT ORDER      -  SECOND    CLASS 0
 RL1002
 RL1002.The horizontal coordinates were scaled from a map and have
 RL1002.an estimated accuracy of +/- 6 seconds.
 RL1002
 RL1002.The orthometric height was determined by differential leveling and
 RL1002.adjusted by the NATIONAL GEODETIC SURVEY
 RL1002.in June 1991.
 RL1002
 RL1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1002.GEOID18 height accuracy estimate available here.
 RL1002
 RL1002.Click photographs - Photos may exist for this station.
 RL1002
 RL1002.The dynamic height is computed by dividing the NAVD 88
 RL1002.geopotential number by the normal gravity value computed on the
 RL1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1002.degrees latitude (g = 980.6199 gals.).
 RL1002
 RL1002.The modeled gravity was interpolated from observed gravity values.
 RL1002
 RL1002;                    North         East    Units  Estimated Accuracy
 RL1002;SPC MI N     -   170,010.    7,836,660.      MT  (+/- 180 meters Scaled)
 RL1002
 RL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS366288(NAD 83)
 RL1002
 RL1002                          SUPERSEDED SURVEY CONTROL
 RL1002
 RL1002  NGVD 29 (??/??/92)  482.901  (m)         1584.32   (f) ADJ UNCH    2 0
 RL1002
 RL1002.Superseded values are not recommended for survey control.
 RL1002
 RL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1002.See file dsdata.pdf to determine how the superseded data were derived.
 RL1002
 RL1002_MARKER: DZ = AZIMUTH MARK DISK
 RL1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1002_STAMPING: FULLER 1940
 RL1002_MARK LOGO: CGS
 RL1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1002+STABILITY: SURFACE MOTION
 RL1002
 RL1002  HISTORY     - Date     Condition        Report By
 RL1002  HISTORY     - 1940     MONUMENTED       CGS
 RL1002  HISTORY     - 1948     GOOD             CGS
 RL1002
 RL1002                          STATION DESCRIPTION
 RL1002
 RL1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1002'3.4 MI E FROM WATERSMEET.
 RL1002'ABOUT 3.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1002'FROM THE STATION AT WATERSMEET, ABOUT MIDWAY BETWEEN MILE POLES
 RL1002'99 AND 100, AT A PUBLIC NORTH-SOUTH GRAVEL ROAD CROSSING, 153
 RL1002'FEET NORTHWEST OF THE NORTHWEST RAIL, 24 FEET NORTH-NORTHEAST
 RL1002'OF THE CENTER LINE OF THE GRAVEL ROAD AT THE OUTSIDE OF A SHORT
 RL1002'CURVE SOUTH AND NORTHWEST, 17 FEET WEST-SOUTHWEST OF THE CENTER
 RL1002'LINE OF A TRAIL LEADING NORTH-NORTHWEST TO A SHACK, 240 FEET
 RL1002'NORTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF OLD
 RL1002'U.S. HIGHWAY 2 PARALLELING THE TRACK, 1 FOOT WEST OF A WHITE
 RL1002'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 RL1002'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1000 ***********************************************************************
 RL1000  DESIGNATION -  FULLER RM 1
 RL1000  PID         -  RL1000
 RL1000  STATE/COUNTY-  MI/GOGEBIC
 RL1000  COUNTRY     -  US
 RL1000  USGS QUAD   -  FULLER (2017)
 RL1000
 RL1000                         *CURRENT SURVEY CONTROL
 RL1000  ______________________________________________________________________
 RL1000* NAD 83(1986) POSITION- 46 17 06.17   (N) 089 07 04.32   (W)   HD_HELD1
 RL1000* NAVD 88 ORTHO HEIGHT -   544.460 (meters)     1786.28  (feet) ADJUSTED
 RL1000  ______________________________________________________________________
 RL1000  GEOID HEIGHT    -        -31.462 (meters)                     GEOID18
 RL1000  DYNAMIC HEIGHT  -        544.465 (meters)     1786.30  (feet) COMP
 RL1000  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 RL1000
 RL1000  VERT ORDER      -  SECOND    CLASS 0
 RL1000
 RL1000.The horizontal coordinates were determined by differentially corrected
 RL1000.hand held GPS observations or other comparable positioning techniques
 RL1000.and have an estimated accuracy of +/- 3 meters.
 RL1000
 RL1000.The orthometric height was determined by differential leveling and
 RL1000.adjusted by the NATIONAL GEODETIC SURVEY
 RL1000.in June 1991.
 RL1000
 RL1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1000.GEOID18 height accuracy estimate available here.
 RL1000
 RL1000.Click photographs - Photos may exist for this station.
 RL1000
 RL1000.The dynamic height is computed by dividing the NAVD 88
 RL1000.geopotential number by the normal gravity value computed on the
 RL1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1000.degrees latitude (g = 980.6199 gals.).
 RL1000
 RL1000.The modeled gravity was interpolated from observed gravity values.
 RL1000
 RL1000;                    North         East    Units  Estimated Accuracy
 RL1000;SPC MI N     -   169,086.5   7,836,822.8     MT  (+/- 3 meters HH1 GPS) 
 RL1000
 RL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3685427898(NAD 83)
 RL1000
 RL1000                          SUPERSEDED SURVEY CONTROL
 RL1000
 RL1000  NGVD 29 (??/??/92)  544.475  (m)         1786.33   (f) ADJ UNCH    2 0
 RL1000
 RL1000.Superseded values are not recommended for survey control.
 RL1000
 RL1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1000.See file dsdata.pdf to determine how the superseded data were derived.
 RL1000
 RL1000_MARKER: DR = REFERENCE MARK DISK
 RL1000_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1000_STAMPING: FULLER NO 1 1940
 RL1000_MARK LOGO: CGS
 RL1000_MAGNETIC: P = MARKER IS A STEEL PIPE
 RL1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1000
 RL1000  HISTORY     - Date     Condition        Report By
 RL1000  HISTORY     - 1940     MONUMENTED       CGS
 RL1000  HISTORY     - 1948     GOOD             CGS
 RL1000
 RL1000                          STATION DESCRIPTION
 RL1000
 RL1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1000'4.9 MI E FROM WATERSMEET.
 RL1000'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL1000'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL1000'TRAIL (DIRECTIONS BELOW).  FROM A POINT ON U.S. HIGHWAY 2 ABOUT
 RL1000'0.1 MILE WEST OF FULLER SPUR STORE GO SOUTH ALONG A DIM TRAIL
 RL1000'AND FOLLOW SOUTH AND SOUTHWEST TO A FORK IN TRAIL, TAKE NORTHWEST
 RL1000'FORK TO ANOTHER FORK IN TRAIL, TAKE NORTH FORK AND GO ABOUT
 RL1000'0.1 MILE TO THE END OF TRAIL, THENCE GO WEST TO THE TOP OF A
 RL1000'WOODED HILL, 66.2 FEET NORTH-NORTHWEST OF THE STATION, 78 FEET
 RL1000'NORTH OF R.M. 2, 6 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 RL1000'16-INCH ASPEN TREE, ABOUT 6 FEET BELOW THE HILLTOP AND SET IN
 RL1000'THE TOP OF A CONCRETE POST PROJECTING ABOUT 18 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1001 ***********************************************************************
 RL1001  DESIGNATION -  FULLER RM 2
 RL1001  PID         -  RL1001
 RL1001  STATE/COUNTY-  MI/GOGEBIC
 RL1001  COUNTRY     -  US
 RL1001  USGS QUAD   -  FULLER (2017)
 RL1001
 RL1001                         *CURRENT SURVEY CONTROL
 RL1001  ______________________________________________________________________
 RL1001* NAD 83(1986) POSITION- 46 17 05.43   (N) 089 07 04.60   (W)   HD_HELD1
 RL1001* NAVD 88 ORTHO HEIGHT -   546.708 (meters)     1793.66  (feet) ADJUSTED
 RL1001  ______________________________________________________________________
 RL1001  GEOID HEIGHT    -        -31.461 (meters)                     GEOID18
 RL1001  DYNAMIC HEIGHT  -        546.713 (meters)     1793.67  (feet) COMP
 RL1001  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 RL1001
 RL1001  VERT ORDER      -  SECOND    CLASS 0
 RL1001
 RL1001.The horizontal coordinates were determined by differentially corrected
 RL1001.hand held GPS observations or other comparable positioning techniques
 RL1001.and have an estimated accuracy of +/- 3 meters.
 RL1001
 RL1001.The orthometric height was determined by differential leveling and
 RL1001.adjusted by the NATIONAL GEODETIC SURVEY
 RL1001.in June 1991.
 RL1001
 RL1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1001.GEOID18 height accuracy estimate available here.
 RL1001
 RL1001.Click photographs - Photos may exist for this station.
 RL1001
 RL1001.The dynamic height is computed by dividing the NAVD 88
 RL1001.geopotential number by the normal gravity value computed on the
 RL1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1001.degrees latitude (g = 980.6199 gals.).
 RL1001
 RL1001.The modeled gravity was interpolated from observed gravity values.
 RL1001
 RL1001;                    North         East    Units  Estimated Accuracy
 RL1001;SPC MI N     -   169,063.8   7,836,816.2     MT  (+/- 3 meters HH1 GPS) 
 RL1001
 RL1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3684727876(NAD 83)
 RL1001
 RL1001                          SUPERSEDED SURVEY CONTROL
 RL1001
 RL1001  NGVD 29 (??/??/92)  546.724  (m)         1793.71   (f) ADJ UNCH    2 0
 RL1001
 RL1001.Superseded values are not recommended for survey control.
 RL1001
 RL1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1001.See file dsdata.pdf to determine how the superseded data were derived.
 RL1001
 RL1001_MARKER: DR = REFERENCE MARK DISK
 RL1001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1001_STAMPING: FULLER NO 2 1940
 RL1001_MARK LOGO: CGS
 RL1001_MAGNETIC: P = MARKER IS A STEEL PIPE
 RL1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1001
 RL1001  HISTORY     - Date     Condition        Report By
 RL1001  HISTORY     - 1940     MONUMENTED       CGS
 RL1001  HISTORY     - 1948     GOOD             CGS
 RL1001
 RL1001                          STATION DESCRIPTION
 RL1001
 RL1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1001'4.9 MI E FROM WATERSMEET.
 RL1001'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL1001'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL1001'TRAIL (DIRECTIONS FOLLOW).  FROM A POINT ABOUT 0.1 MILE WEST
 RL1001'OF FULLER SPUR STORE ON U.S. HIGHWAY 2 TURN SOUTH ON A DIM
 RL1001'TRAIL AND FOLLOW TRAIL SOUTH AND SOUTHWEST TO A FORK IN TRAIL,
 RL1001'TAKE NORTHWEST FORK AND FOLLOW TO ANOTHER FORK, TAKE NORTH
 RL1001'FORK AND FOLLOW FOR ABOUT 0.1 MILE TO END OF TRAIL, THENCE
 RL1001'GO WEST TO THE TOP OF A WOODED HILL, 78 FEET SOUTH OF R.M. NO.
 RL1001'1, 63 FEET WEST-SOUTHWEST OF THE STATION MARK, ABOUT 2 FEET
 RL1001'BELOW THE HIGH POINT OF HILL AND SET IN THE TOP OF A CONCRETE
 RL1001'FILLED PIPE PROJECTING 18 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0176 ***********************************************************************
 SG0176  DESIGNATION -  FULTON
 SG0176  PID         -  SG0176
 SG0176  STATE/COUNTY-  MI/KEWEENAW
 SG0176  COUNTRY     -  US
 SG0176  USGS QUAD   -  MOHAWK (2017)
 SG0176
 SG0176                         *CURRENT SURVEY CONTROL
 SG0176  ______________________________________________________________________
 SG0176* NAD 83(1994) POSITION- 47 18 01.78444(N) 088 21 46.77041(W)   ADJUSTED
 SG0176* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 SG0176  ______________________________________________________________________
 SG0176  GEOID HEIGHT    -        -34.507 (meters)                     GEOID18
 SG0176  LAPLACE CORR    -        -14.04  (seconds)                    DEFLEC18
 SG0176  HORZ ORDER      -  THIRD
 SG0176
 SG0176.The horizontal coordinates were established by classical geodetic methods
 SG0176.and adjusted by the National Geodetic Survey in February 1997.
 SG0176
 SG0176.The orthometric height was scaled from a topographic map.
 SG0176
 SG0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0176.GEOID18 height accuracy estimate available here.
 SG0176
 SG0176.Click photographs - Photos may exist for this station.
 SG0176
 SG0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0176
 SG0176. The following values were computed from the NAD 83(1994) position.
 SG0176
 SG0176;                    North         East     Units Scale Factor Converg.
 SG0176;SPC MI N     -   280,671.849 7,896,917.799   MT  1.00006030   -0 59 06.6
 SG0176;SPC MI N     -   920,839.40 25,908,522.96   iFT  1.00006030   -0 59 06.6
 SG0176;UTM  16      - 5,239,458.773   396,960.935   MT  0.99973048   -1 00 06.4
 SG0176
 SG0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0176!SPC MI N     -   0.99995745  x   1.00006030  =   1.00001774
 SG0176!UTM  16      -   0.99995745  x   0.99973048  =   0.99968794
 SG0176
 SG0176:                Primary Azimuth Mark                     Grid Az
 SG0176:SPC MI N     -  CALUMET FIRE TOWER                       213 52 55.1
 SG0176:UTM  16      -  CALUMET FIRE TOWER                       213 53 54.9
 SG0176
 SG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9696039458(NAD 83)
 SG0176
 SG0176|---------------------------------------------------------------------|
 SG0176| PID    Reference Object                     Distance      Geod. Az  |
 SG0176|                                                           dddmmss.s |
 SG0176| SG0177 SECTION COR GLO MIGS 1934            14.045 METERS 02221     |
 SG0176| SG0183 CALUMET FIRE TOWER                  APPROX. 6.6 KM 2125348.5 |
 SG0176| SG0180 RED JACKET FLAGPOLE MIGS            APPROX. 9.1 KM 2342750.1 |
 SG0176|---------------------------------------------------------------------|
 SG0176
 SG0176                          SUPERSEDED SURVEY CONTROL
 SG0176
 SG0176  NAD 83(1986)-  47 18 01.77865(N)    088 21 46.74222(W) AD(       ) 3
 SG0176  NAD 27      -  47 18 02.05000(N)    088 21 46.33000(W) AD(       ) 3
 SG0176
 SG0176.Superseded values are not recommended for survey control.
 SG0176
 SG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0176.See file dsdata.pdf to determine how the superseded data were derived.
 SG0176
 SG0176_MARKER: DD = SURVEY DISK
 SG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0176_MARK LOGO: CGS+SS
 SG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0176+STABILITY: SURFACE MOTION
 SG0176
 SG0176  HISTORY     - Date     Condition        Report By
 SG0176  HISTORY     - 1934     MONUMENTED       MIGS
 SG0176
 SG0176                          STATION DESCRIPTION
 SG0176
 SG0176'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0176'IN FULTON LOCATION, IN SEC. 33, T. 57 N., R. 32 W., 185 FEET
 SG0176'FROM THE EAST RAILROAD RAIL AND 3.3 FEET FROM A FENCE LINE.
 SG0176'
 SG0176'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0176'HARBOR TO MOHAWK LOCATION, TURN EAST ON THE ROAD TO GAY AND
 SG0176'DRIVE 0.2 MILE TO THE STATION WHICH IS JUST ACROSS THE
 SG0176'RAILROAD ON THE SOUTH SIDE OF THE ROAD JUST OUTSIDE THE
 SG0176'FENCE LINE.
 SG0176'
 SG0176'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0176'DISK SET IN CONCRETE.
 SG0176'
 SG0176'THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33 AND 34, T.
 SG0176'57 N., R. 32 W., WHICH IS VERY SUBSTANTIALLY MARKED, SERVES
 SG0176'AS A GOOD REFERENCE MARK.
 SG0176'
 SG0176'THE CENTER OF THE CAB OF CALUMET FIRE LOOKOUT TOWER MAY BE
 SG0176'USED AS AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1118 ***********************************************************************
 RJ1118  DESIGNATION -  FURLONG
 RJ1118  PID         -  RJ1118
 RJ1118  STATE/COUNTY-  MI/CHIPPEWA
 RJ1118  COUNTRY     -  US
 RJ1118  USGS QUAD   -  OZARK (2017)
 RJ1118
 RJ1118                         *CURRENT SURVEY CONTROL
 RJ1118  ______________________________________________________________________
 RJ1118* NAD 83(1994) POSITION- 46 11 11.00238(N) 084 56 56.93537(W)   ADJUSTED
 RJ1118* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) VERTCON3
 RJ1118  ______________________________________________________________________
 RJ1118  GEOID HEIGHT    -        -35.279 (meters)                     GEOID18
 RJ1118  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 RJ1118  HORZ ORDER      -  FIRST
 RJ1118
 RJ1118.The horizontal coordinates were established by classical geodetic methods
 RJ1118.and adjusted by the National Geodetic Survey in February 1997.
 RJ1118
 RJ1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1118
 RJ1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1118.GEOID18 height accuracy estimate available here.
 RJ1118
 RJ1118.Click photographs - Photos may exist for this station.
 RJ1118
 RJ1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1118
 RJ1118. The following values were computed from the NAD 83(1994) position.
 RJ1118
 RJ1118;                    North         East     Units Scale Factor Converg.
 RJ1118;SPC MI N     -   157,989.031 8,158,298.616   MT  0.99990432   +1 28 56.4
 RJ1118;SPC MI N     -   518,336.72 26,766,071.57   iFT  0.99990432   +1 28 56.4
 RJ1118;UTM  16      - 5,116,801.344   658,266.739   MT  0.99990792   +1 28 48.7
 RJ1118
 RJ1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1118!SPC MI N     -   0.99995537  x   0.99990432  =   0.99985969
 RJ1118!UTM  16      -   0.99995537  x   0.99990792  =   0.99986329
 RJ1118
 RJ1118:                Primary Azimuth Mark                     Grid Az
 RJ1118:SPC MI N     -  MCLEOD                                   285 50 25.4
 RJ1118:UTM  16      -  MCLEOD                                   285 50 33.1
 RJ1118
 RJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5826616801(NAD 83)
 RJ1118
 RJ1118|---------------------------------------------------------------------|
 RJ1118| PID    Reference Object                     Distance      Geod. Az  |
 RJ1118|                                                           dddmmss.s |
 RJ1118| CH1158 FURLONG REF CROSS                     1.218 METERS 06349     |
 RJ1118| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.13.2 KM 1043038.9 |
 RJ1118| RJ1119 FURLONG RM 3                          7.279 METERS 10527     |
 RJ1118| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX.21.0 KM 2622542.5 |
 RJ1118| CH1157 FURLONG AZ MK                                      2751110.2 |
 RJ1118| RJ1193 MCLEOD                              APPROX.25.6 KM 2871921.8 |
 RJ1118| CH1159 FURLONG RM 2                         19.812 METERS 32914     |
 RJ1118| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX.13.9 KM 3405821.4 |
 RJ1118|---------------------------------------------------------------------|
 RJ1118
 RJ1118                          SUPERSEDED SURVEY CONTROL
 RJ1118
 RJ1118  NAD 83(1986)-  46 11 10.99564(N)    084 56 56.93288(W) AD(       ) 1
 RJ1118  NAD 27      -  46 11 10.94997(N)    084 56 56.69247(W) AD(       ) 1
 RJ1118  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 RJ1118
 RJ1118.Superseded values are not recommended for survey control.
 RJ1118
 RJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1118.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1118
 RJ1118_MARKER: R = RIVET
 RJ1118_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1118+STABILITY: POSITION/ELEVATION WELL
 RJ1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1118+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 RJ1118
 RJ1118  HISTORY     - Date     Condition        Report By
 RJ1118  HISTORY     - 1921     MONUMENTED       USLS
 RJ1118  HISTORY     - 1949     GOOD             USLS
 RJ1118  HISTORY     - 1965     GOOD             CGS
 RJ1118  HISTORY     - 20090810 GOOD             GEOCAC
 RJ1118
 RJ1118                          STATION DESCRIPTION
 RJ1118
 RJ1118'DESCRIBED BY US LAKE SURVEY 1921
 RJ1118'ABOUT 4 MILES EAST OF TROUT LAKE, ON THE FURLONG FARM, IN NE 1/4 SEC.
 RJ1118'29, T. 44 N., R. 5 W., ON WEST END OF LIMESTONE HILL.  MARKED BY BRASS
 RJ1118'PLUG CEMENTED INTO SOLID ROCK.  CROSS ON LARGE LIMESTONE BOULDER IS 61
 RJ1118'FEET 10-1/2 INCHES SOUTHEAST, AND CONCRETE MONUMENT MARKED WITH CROSS
 RJ1118'LINE ON ARROW IS 4 FEET NORTHEAST OF STATION.  AZIMUTH FROM STATION TO
 RJ1118'SECTION CORNER, DISTANT 650.5 FEET, IS 242 DEG 27 MIN.
 RJ1118
 RJ1118                          STATION RECOVERY (1949)
 RJ1118
 RJ1118'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1118'STATION FOUND IN GOOD CONDITION.  MARKED BY A 3/8-IN. BRASS ROD, SET
 RJ1118'IN BEDROCK AT THE JUNCTION OF TWO PERPENDICULAR LINES CUT IN ROCK TO
 RJ1118'FORM A T.
 RJ1118'
 RJ1118'STATION IS 13.3 FT. FROM THE NW LEG OF THE TROUT LAKE FIRE TOWER, 31.8
 RJ1118'FT. FROM THE NE LEG, 35.3 FT. FROM THE SE LEG, AND 20.8 FT. FROM THE
 RJ1118'SW LEG OF THE LOOKOUT TOWER.
 RJ1118'
 RJ1118'REFERENCE MONUMENT 1 IS ABOUT 240 FT. S OF M-48, ABOUT 15 IN. LOWER
 RJ1118'THAN THE STATION, ON THE SLOPE OF A HILL, MARKED BY A BRONZE DISK, SET
 RJ1118'IN A ROUNDED OUTCROP OF ROCK, BEARS N 31 DEG 58 MIN E, 65.0 FT. FROM
 RJ1118'THE STATION.
 RJ1118'
 RJ1118'REFERENCE MONUMENT 2 IS A CROSSLINE ON ARROWS INSCRIBED ON TOP OF AN
 RJ1118'IRREGULARLY-SHAPED CONCRETE PLUG, 3 FT. HIGH, SET IN BEDROCK WITH
 RJ1118'INSCRIPTION, 4 FT. ON STATION SIDE OF CROSSLINE, BEARS N 62 DEG 57 MIN
 RJ1118'E, 4.0 FT. FROM THE STATION.
 RJ1118'
 RJ1118'TO REACH FROM THE JUNCTION OF M-48 AND M-123 AT TROUT LAKE, PROCEED E
 RJ1118'FOR 3.9 MI. ALMOST TO THE TOP OF THE RISE.  WALK S FOR ABOUT 300 FT.
 RJ1118'TO THE TOP OF THE ROCK HILL TO THE VICINITY OF THE TROUT LAKE FIRE
 RJ1118'TOWER.
 RJ1118
 RJ1118                          STATION RECOVERY (1965)
 RJ1118
 RJ1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1118'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 RJ1118'WERE RECOVERED, BUT THE DISTANCES WERE FOUND TO BE CROSSED.  A
 RJ1118'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 RJ1118'TIME.  A NEW DESCRIPTION FOLLOWS-
 RJ1118'
 RJ1118'THE STATION IS LOCATED ON A LIMESTONE RIDGE ALONG THE WEST SIDE OF THE
 RJ1118'TROUT LAKE LOOKOUT TOWER, ABOUT 4 MILES EAST OF THE VILLAGE OF TROUT
 RJ1118'LAKE, IN THE NORTHEAST 1/4 OF SECTION 29, T. 44 N., R. 5 W., AND ON
 RJ1118'PROPERTY OWNED BY MR. JOHN KANZER.
 RJ1118'
 RJ1118'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1118'EASTERLY ON STATE HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT. TURN
 RJ1118'LEFT AND GO NORTHEAST THEN EAST ON A PAVED ROAD AS PER SIGN RUDYARD 22
 RJ1118'FOR 1.9 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON THE PAVED ROAD
 RJ1118'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EAST ON THE
 RJ1118'PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 RJ1118'ON A GRAVELED ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A
 RJ1118'POWER TRANSMISSION LINE.  TURN RIGHT AND GO WEST ON THE DIM TRACK
 RJ1118'ROAD, FOLLOWING THE POWER TRANSMISSION LINE FOR 0.1 MILE TO THE TROUT
 RJ1118'LAKE LOOKOUT TOWER ON THE RIGHT AND THE STATION.
 RJ1118'
 RJ1118'THE STATION MARK IS A CROSS IN THE TOP OF A BRASS PLUG, CEMENTED IN A
 RJ1118'DRILLED HOLE FLUSH WITH THE TOP OF A LARGE OUTCROP OF LIMESTONE.  IT
 RJ1118'IS 20.8 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 14.3
 RJ1118'FEET WEST-SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 4
 RJ1118'FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 1 IS A CROSSLINE ON AN ARROW INSCRIBED ON THE TOP
 RJ1118'OF AN 18 INCH IN DIAMETER CONCRETE SLAB, WHICH PROJECTS 3 INCHES ABOVE
 RJ1118'THE OUTCROP OF LIMESTONE.  IT IS ALSO INSCRIBED 4 FT ON THE SIDE OF
 RJ1118'THE CROSSLINE.  IT IS 10.6 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG OF
 RJ1118'THE LOOKOUT TOWER, 20 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 RJ1118'LOOKOUT TOWER, AND 8 FEET NORTHEAST OF THE METAL WITNESS POST.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 2 IS A STANDARD CORPS OF ENGINEERS U. S. LAKE
 RJ1118'SURVEY REFERENCE MARK DISK STAMPED FURLONG NO 2 1921 65.02 (FEET).
 RJ1118'IT IS CEMENTED IN A DRILLED HOLE IN THE OUTCROP OF LIMESTONE, ABOUT
 RJ1118'3-1/2 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS 71.5 FEET
 RJ1118'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 22 FEET
 RJ1118'NORTHWEST OF AN 8 INCH MAPLE TREE.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FURLONG USLS NO 3
 RJ1118'1921, SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 RJ1118'OF THE GROUND.  IT IS LOCATED NEAR THE CENTER OF THE BASE OF THE
 RJ1118'LOOKOUT TOWER.
 RJ1118'
 RJ1118'AZIMUTH MARK, A STANDARD DISK STAMPED FURLONG USLS 1921 1965, IS SET
 RJ1118'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 34 FEET
 RJ1118'NORTH OF THE CENTER OF A PAVED ROAD, AND 1.5 FEET EAST OF A METAL
 RJ1118'WITNESS POST.
 RJ1118'
 RJ1118'NOTE-THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, AND WOULD TAKE 2
 RJ1118'MEN ABOUT 1 HOUR TO DO SO.
 RJ1118'
 RJ1118'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RJ1118
 RJ1118                          STATION RECOVERY (2009)
 RJ1118
 RJ1118'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RJ1118'STATION MARK, RM 1 AND RM 3 RECOVERED AS DESCRIBED IN 1965. RM 2
 RJ1118'SEARCHED FOR BUT NOT FOUND DUE TO MOSS AND DEBRIS ON GROUND.  IT IS
 RJ1118'LIKELY STILL THERE AND RECOVERABLE WITH A MORE THOROUGH SEARCH OR WITH
 RJ1118'A METAL DETECTOR.  AZIMUTH MARK ALSO RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1119 ***********************************************************************
 RJ1119  DESIGNATION -  FURLONG RM 3
 RJ1119  PID         -  RJ1119
 RJ1119  STATE/COUNTY-  MI/CHIPPEWA
 RJ1119  COUNTRY     -  US
 RJ1119  USGS QUAD   -  OZARK (2017)
 RJ1119
 RJ1119                         *CURRENT SURVEY CONTROL
 RJ1119  ______________________________________________________________________
 RJ1119* NAD 83(1994) POSITION- 46 11 10.93956(N) 084 56 56.60822(W)   ADJUSTED
 RJ1119* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 RJ1119  ______________________________________________________________________
 RJ1119  GEOID HEIGHT    -        -35.279 (meters)                     GEOID18
 RJ1119  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 RJ1119  HORZ ORDER      -  SECOND
 RJ1119
 RJ1119.The horizontal coordinates were established by classical geodetic methods
 RJ1119.and adjusted by the National Geodetic Survey in February 1997.
 RJ1119
 RJ1119.The orthometric height was scaled from a topographic map.
 RJ1119
 RJ1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1119.GEOID18 height accuracy estimate available here.
 RJ1119
 RJ1119.Click photographs - Photos may exist for this station.
 RJ1119
 RJ1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1119
 RJ1119. The following values were computed from the NAD 83(1994) position.
 RJ1119
 RJ1119;                    North         East     Units Scale Factor Converg.
 RJ1119;SPC MI N     -   157,987.273 8,158,305.678   MT  0.99990432   +1 28 56.6
 RJ1119;SPC MI N     -   518,330.95 26,766,094.74   iFT  0.99990432   +1 28 56.6
 RJ1119;UTM  16      - 5,116,799.587   658,273.802   MT  0.99990795   +1 28 48.9
 RJ1119
 RJ1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1119!SPC MI N     -   0.99995505  x   0.99990432  =   0.99985938
 RJ1119!UTM  16      -   0.99995505  x   0.99990795  =   0.99986301
 RJ1119
 RJ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5827316799(NAD 83)
 RJ1119
 RJ1119                          SUPERSEDED SURVEY CONTROL
 RJ1119
 RJ1119  NAD 83(1986)-  46 11 10.93283(N)    084 56 56.60572(W) AD(       ) 2
 RJ1119  NAD 27      -  46 11 10.88714(N)    084 56 56.36533(W) AD(       ) 2
 RJ1119
 RJ1119.Superseded values are not recommended for survey control.
 RJ1119
 RJ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1119.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1119
 RJ1119_MARKER: DR = REFERENCE MARK DISK
 RJ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1119_STAMPING: FURLONG USLS NO 3 1921
 RJ1119_MARK LOGO: CGS
 RJ1119_PROJECTION: FLUSH
 RJ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1119+STABILITY: SURFACE MOTION
 RJ1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1119+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 RJ1119
 RJ1119  HISTORY     - Date     Condition        Report By
 RJ1119  HISTORY     - 1965     MONUMENTED       USLS
 RJ1119  HISTORY     - 20090810 GOOD             GEOCAC
 RJ1119
 RJ1119                          STATION DESCRIPTION
 RJ1119
 RJ1119'DESCRIBED BY US LAKE SURVEY 1965 (LMC)
 RJ1119'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, WHICH IS MARKED BY
 RJ1119'A REFERENCE MARK STAMPED FURLONG USLS NO 3 1921, LOCATED ON A
 RJ1119'LIMESTONE RIDGE ABOUT 4 MILES EAST OF THE VILLAGE OF TROUT LAKE, IN
 RJ1119'THE NORTHEAST 1/4 OF SECTION 29, T. 44 N., R.  5 W., AND ON PROPERTY
 RJ1119'OWNED BY MR. JOHN KANZER.  IT IS A 4 LEGGED STEEL TOWER WITH A METAL
 RJ1119'OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT IS 68 FEET.
 RJ1119'
 RJ1119'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1119'EASTERLY ON STATE HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT. TURN
 RJ1119'LEFT AND GO NORTHEAST AND EAST ON A PAVED ROAD AS PER SIGN RUDYARD 22
 RJ1119'FOR 2.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 RJ1119'GRAVELED ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A POWER
 RJ1119'TRANSMISSION LINE.  TURN RIGHT AND GO WEST ON THE DIM TRACK ROAD,
 RJ1119'FOLLOWING THE POWER TRANSMISSION LINE FOR 0.1 MILE TO THE TOP OF A
 RJ1119'RIDGE AND THE STATION ON THE RIGHT.
 RJ1119'
 RJ1119'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FURLONG USLS
 RJ1119'1921, THE DISTANCE BEING 23.88 FEET AND 7.279 METERS.
 RJ1119'
 RJ1119'NOTE-THIS LOOKOUT TOWER IS NOT IN USE AT THIS TIME.
 RJ1119
 RJ1119                          STATION RECOVERY (2009)
 RJ1119
 RJ1119'RECOVERY NOTE BY GEOCACHING 2009 (AJL)
 RJ1119'LOOKOUT TOWER HAS BEEN REMOVED, BUT CONCRETE FOOTINGS REMAIN IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0603 ***********************************************************************
 QK0603  DESIGNATION -  FUYARDS
 QK0603  PID         -  QK0603
 QK0603  STATE/COUNTY-  MI/MACKINAC
 QK0603  COUNTRY     -  US
 QK0603  USGS QUAD   -  GOOSE ISLAND (2017)
 QK0603
 QK0603                         *CURRENT SURVEY CONTROL
 QK0603  ______________________________________________________________________
 QK0603* NAD 83(1994) POSITION- 45 55 55.72586(N) 084 22 39.86419(W)   ADJUSTED
 QK0603* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0603  ______________________________________________________________________
 QK0603  GEOID HEIGHT    -        -36.011 (meters)                     GEOID18
 QK0603  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 QK0603  HORZ ORDER      -  FIRST
 QK0603
 QK0603.The horizontal coordinates were established by classical geodetic methods
 QK0603.and adjusted by the National Geodetic Survey in February 1997.
 QK0603
 QK0603.The orthometric height was scaled from a topographic map.
 QK0603
 QK0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0603.GEOID18 height accuracy estimate available here.
 QK0603
 QK0603.Click photographs - Photos may exist for this station.
 QK0603
 QK0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0603
 QK0603. The following values were computed from the NAD 83(1994) position.
 QK0603
 QK0603;                    North         East     Units Scale Factor Converg.
 QK0603;SPC MI N     -   131,047.192 8,203,324.057   MT  0.99992173   +1 53 43.2
 QK0603;SPC MI N     -   429,944.86 26,913,792.84   iFT  0.99992173   +1 53 43.2
 QK0603;UTM  16      - 5,089,852.247   703,293.492   MT  1.00010810   +1 53 05.2
 QK0603
 QK0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0603!SPC MI N     -   0.99997774  x   0.99992173  =   0.99989948
 QK0603!UTM  16      -   0.99997774  x   1.00010810  =   1.00008584
 QK0603
 QK0603:                Primary Azimuth Mark                     Grid Az
 QK0603:SPC MI N     -  PENNY                                    067 34 44.8
 QK0603:UTM  16      -  PENNY                                    067 35 22.8
 QK0603
 QK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0329389852(NAD 83)
 QK0603
 QK0603|---------------------------------------------------------------------|
 QK0603| PID    Reference Object                     Distance      Geod. Az  |
 QK0603|                                                           dddmmss.s |
 QK0603| QK0595 PENNY                               APPROX. 6.9 KM 0692828.0 |
 QK0603|---------------------------------------------------------------------|
 QK0603
 QK0603                          SUPERSEDED SURVEY CONTROL
 QK0603
 QK0603  NAD 83(1986)-  45 55 55.71718(N)    084 22 39.86232(W) AD(       ) 1
 QK0603  NAD 27      -  45 55 55.67300(N)    084 22 39.73300(W) AD(       ) 1
 QK0603
 QK0603.Superseded values are not recommended for survey control.
 QK0603
 QK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0603.See file dsdata.pdf to determine how the superseded data were derived.
 QK0603
 QK0603_MARKER: X = CHISELED CROSS
 QK0603_SETTING: 66 = SET IN ROCK OUTCROP
 QK0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0603+STABILITY: POSITION/ELEVATION WELL
 QK0603
 QK0603  HISTORY     - Date     Condition        Report By
 QK0603  HISTORY     - 1904     MONUMENTED       USLS
 QK0603  HISTORY     - 1924     MARK NOT FOUND   USLS
 QK0603  HISTORY     - 1964     GOOD             USLS
 QK0603
 QK0603                          STATION DESCRIPTION
 QK0603
 QK0603'DESCRIBED BY US LAKE SURVEY 1924
 QK0603'ON MARQUETTE ISLAND, ON NORTH SIDE OF STRAITS OF MACKINAC, ON END OF
 QK0603'POINT FUYARDS, SOME DISTANCE FROM TIP OF POINT, ENTIRELY
 QK0603'SURROUNDED BY SMALL BRUSH.  PROBABLY MARKED BY DRILL HOLE IN BOULDER.
 QK0603
 QK0603                          STATION RECOVERY (1964)
 QK0603
 QK0603'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0603'REACHED BY BOAT FROM HESSEL.  AT SOUTHERLY END OF POINT FUYARDS
 QK0603'MARQUETTE ISLAND.  ABOUT 250
 QK0603'FEET WEST NORTHWEST OF EXTREME SOUTHEASTERLY TIP OF ISLAND, ABOUT 60
 QK0603'FEET SOUTH SOUTHWEST FROM HIGH
 QK0603'WATER POINT.  STATION IS HIGHEST LAND ON POINT SURROUNDED BY
 QK0603'TREES.
 QK0603'
 QK0603'STATION IS MARKED BY A CROSS CUT IN A 16-IN. SQUARE STONE SURROUNDED
 QK0603'BY THE LETTERS USLS.
 QK0603'STATION IS 23.6 FEET EAST OF A TRIANGLE BLAZED 5-INCH CEDAR, 15.2
 QK0603'FEET NORTH OF A TRIANGLE BLAZED 4-INCH
 QK0603'BIRCH, 14.2 FEET SOUTHWEST OF AN 8-INCH BIRCH, 9.8 FEET
 QK0603'WEST NORTHWEST OF A TRIANGLE BLAZED 6-INCH CEDAR,
 QK0603'58.3 FEET EAST OF A 2.5 X 2 X 1 FOOT HIGH
 QK0603'CHARCOAL COLORED ROCK WITH ARROW CUT INTO IT POINTING TO STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0117 ***********************************************************************
 OJ0117  DESIGNATION -  G 100
 OJ0117  PID         -  OJ0117
 OJ0117  STATE/COUNTY-  MI/SANILAC
 OJ0117  COUNTRY     -  US
 OJ0117  USGS QUAD   -  BROWN CITY (2017)
 OJ0117
 OJ0117                         *CURRENT SURVEY CONTROL
 OJ0117  ______________________________________________________________________
 OJ0117* NAD 83(1986) POSITION- 43 11 55.     (N) 082 57 21.     (W)   SCALED
 OJ0117* NAVD 88 ORTHO HEIGHT -   244.741 (meters)      802.95  (feet) ADJUSTED
 OJ0117  ______________________________________________________________________
 OJ0117  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 OJ0117  DYNAMIC HEIGHT  -        244.685 (meters)      802.77  (feet) COMP
 OJ0117  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 OJ0117
 OJ0117  VERT ORDER      -  SECOND    CLASS 0
 OJ0117
 OJ0117.The horizontal coordinates were scaled from a map and have
 OJ0117.an estimated accuracy of +/- 6 seconds.
 OJ0117
 OJ0117.The orthometric height was determined by differential leveling and
 OJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0117.in June 1991.
 OJ0117
 OJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0117.GEOID18 height accuracy estimate available here.
 OJ0117
 OJ0117.Click photographs - Photos may exist for this station.
 OJ0117
 OJ0117.The dynamic height is computed by dividing the NAVD 88
 OJ0117.geopotential number by the normal gravity value computed on the
 OJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0117.degrees latitude (g = 980.6199 gals.).
 OJ0117
 OJ0117.The modeled gravity was interpolated from observed gravity values.
 OJ0117
 OJ0117;                    North         East    Units  Estimated Accuracy
 OJ0117;SPC MI S     -   189,640.    4,114,660.      MT  (+/- 180 meters Scaled)
 OJ0117
 OJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH410847(NAD 83)
 OJ0117
 OJ0117                          SUPERSEDED SURVEY CONTROL
 OJ0117
 OJ0117  NGVD 29 (??/??/92)  244.866  (m)          803.36   (f) ADJ UNCH    2 0
 OJ0117
 OJ0117.Superseded values are not recommended for survey control.
 OJ0117
 OJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0117.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0117
 OJ0117_MARKER: DB = BENCH MARK DISK
 OJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0117_STAMPING: G 100 1934
 OJ0117_MARK LOGO: CGS
 OJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0117+STABILITY: SURFACE MOTION
 OJ0117
 OJ0117  HISTORY     - Date     Condition        Report By
 OJ0117  HISTORY     - 1934     MONUMENTED       CGS
 OJ0117  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0117
 OJ0117                          STATION DESCRIPTION
 OJ0117
 OJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0117'1.8 MI SE FROM BROWN CITY.
 OJ0117'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0117'THE STATION AT BROWN CITY, SANILAC COUNTY, 125 YARDS NORTHEAST
 OJ0117'OF A TWO-STORY FARMHOUSE, 65 YARDS SOUTHEAST OF MILEPOST 56, 32
 OJ0117'YARDS WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 29 FEET NORTH
 OJ0117'OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF THE
 OJ0117'SOUTHWEST RAIL, 17 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 OJ0117'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 100 1934 AND
 OJ0117'SET IN THE TOP OF A CONCRETE POST.
 OJ0117
 OJ0117                          STATION RECOVERY (1994)
 OJ0117
 OJ0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0287 ***********************************************************************
 OJ0287  HT_MOD      -  This is a Height Modernization Survey Station.
 OJ0287  DESIGNATION -  G 101
 OJ0287  PID         -  OJ0287
 OJ0287  STATE/COUNTY-  MI/TUSCOLA
 OJ0287  COUNTRY     -  US
 OJ0287  USGS QUAD   -  KINGSTON (2017)
 OJ0287
 OJ0287                         *CURRENT SURVEY CONTROL
 OJ0287  ______________________________________________________________________
 OJ0287* NAD 83(2011) POSITION- 43 27 21.65891(N) 083 11 32.13287(W)   ADJUSTED
 OJ0287* NAD 83(2011) ELLIP HT-   200.861 (meters)        (12/17/13)   ADJUSTED
 OJ0287* NAD 83(2011) EPOCH   -  2010.00
 OJ0287* NAVD 88 ORTHO HEIGHT -   235.13  (meters)      771.4   (feet) GPS OBS
 OJ0287  ______________________________________________________________________
 OJ0287  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OJ0287  GEOID HEIGHT    -        -34.265 (meters)                     GEOID12A
 OJ0287  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 OJ0287  NAD 83(2011) X  -    549,708.744 (meters)                     COMP
 OJ0287  NAD 83(2011) Y  - -4,604,704.558 (meters)                     COMP
 OJ0287  NAD 83(2011) Z  -  4,364,553.959 (meters)                     COMP
 OJ0287  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 OJ0287  OBS GRAVITY     -    980,416.1   (mgal)                       GRAV_OBS
 OJ0287
 OJ0287
 OJ0287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0287  Standards:
 OJ0287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0287  -------------------------------------------------------------------
 OJ0287  NETWORK    0.55   1.41           0.25   0.19   0.72     -0.04724551
 OJ0287  -------------------------------------------------------------------
 OJ0287  Click here for local accuracies and other accuracy information.
 OJ0287
 OJ0287.The horizontal coordinates were established by GPS observations
 OJ0287.and adjusted by the National Geodetic Survey in December 2013.
 OJ0287
 OJ0287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0287.been affixed to the stable North American tectonic plate. See 
 OJ0287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0287
 OJ0287.The horizontal coordinates are valid at the epoch date displayed above
 OJ0287.which is a decimal equivalence of Year/Month/Day.
 OJ0287
 OJ0287.The orthometric height was determined by GPS observations and a
 OJ0287.high-resolution geoid model using precise GPS observation and
 OJ0287.processing techniques.
 OJ0287
 OJ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0287.GEOID18 height accuracy estimate available here.
 OJ0287
 OJ0287.Click photographs - Photos may exist for this station.
 OJ0287
 OJ0287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0287
 OJ0287.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0287
 OJ0287.The ellipsoidal height was determined by GPS observations
 OJ0287.and is referenced to NAD 83.
 OJ0287
 OJ0287.The observed gravity was obtained from relative gravimeter ties
 OJ0287.to the IGSN71 gravity network.
 OJ0287
 OJ0287. The following values were computed from the NAD 83(2011) position.
 OJ0287
 OJ0287;                    North         East     Units Scale Factor Converg.
 OJ0287;SPC MI S     -   217,937.907 4,095,043.885   MT  0.99995651   +0 47 57.2
 OJ0287;SPC MI S     -   715,019.38 13,435,183.35   iFT  0.99995651   +0 47 57.2
 OJ0287;UTM  17      - 4,813,791.044   322,637.280   MT  0.99998696   -1 30 29.6
 OJ0287
 OJ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0287!SPC MI S     -   0.99996850  x   0.99995651  =   0.99992501
 OJ0287!UTM  17      -   0.99996850  x   0.99998696  =   0.99995546
 OJ0287
 OJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2263713791(NAD 83)
 OJ0287
 OJ0287                          SUPERSEDED SURVEY CONTROL
 OJ0287
 OJ0287  ELLIP H (07/17/02)  201.016  (m)                       GP(       ) 4 1
 OJ0287  NAD 83(1994)-  43 27 21.65206(N)    083 11 32.14765(W) AD(       ) 1
 OJ0287  ELLIP H (02/03/97)  201.022  (m)                       GP(       ) 4 1
 OJ0287  NAD 83(1986)-  43 27 21.65094(N)    083 11 32.16436(W) AD(       ) 1
 OJ0287  NAD 83(1986)-  43 27 21.64739(N)    083 11 32.15027(W) AD(       ) 3
 OJ0287  NAVD 88 (10/03/19)  235.013  (m)          771.04   (f) ADJUSTED    2 1
 OJ0287  NAVD 88             235.02   (m)          771.1    (f) LEVELING    3  
 OJ0287  NAVD 88 (06/15/91)  235.017  (m)          771.05   (f) SUPERSEDED  2 0
 OJ0287  NGVD 29 (??/??/92)  235.145  (m)          771.47   (f) ADJ UNCH    2 0
 OJ0287  NGVD 29             235.15   (m)          771.5    (f) LEVELING    3  
 OJ0287
 OJ0287.Superseded values are not recommended for survey control.
 OJ0287
 OJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0287.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0287
 OJ0287_MARKER: DB = BENCH MARK DISK
 OJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0287_STAMPING: G 101 1934
 OJ0287_MARK LOGO: CGS
 OJ0287_PROJECTION: PROJECTING 60 CENTIMETERS
 OJ0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0287+STABILITY: SURFACE MOTION
 OJ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0287+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 OJ0287
 OJ0287  HISTORY     - Date     Condition        Report By
 OJ0287  HISTORY     - 1934     MONUMENTED       CGS
 OJ0287  HISTORY     - 19890301 GOOD             NGS
 OJ0287  HISTORY     - 19900109 GOOD
 OJ0287  HISTORY     - 19910626 GOOD             NGS
 OJ0287  HISTORY     - 19990530 GOOD             USPSQD
 OJ0287  HISTORY     - 20041025 GOOD             USPSQD
 OJ0287  HISTORY     - 20090825 GOOD             MIDT
 OJ0287  HISTORY     - 20111107 GOOD             WOOLPT
 OJ0287
 OJ0287                          STATION DESCRIPTION
 OJ0287
 OJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0287'0.2 MI S FROM WILMOT.
 OJ0287'0.2 MILES SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0287'AT WILMOT, TUSCOLA COUNTY, AT THE FIRST ROAD CROSSING SOUTH OF
 OJ0287'THE STATION, 25.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 OJ0287'19.4 FEET EAST OF THE EAST RAIL, 2.2 FEET NORTH OF A WIRE FENCE,
 OJ0287'AND 1 FOOT HIGHER THAN THE TOP OF RAIL.  A STANDARD DISK,
 OJ0287'STAMPED G 101 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0287
 OJ0287                          STATION RECOVERY (1989)
 OJ0287
 OJ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0287'THE STATION IS LOCATED ABOUT 17.0 KM (10.55 MI) SOUTHEAST OF CARO,
 OJ0287'16.0 KM (9.95 MI) SOUTH-SOUTHWEST OF CASS CITY AND 4.8 KM (3.00 MI)
 OJ0287'NORTH OF KINGSTON.  OWNERSHIP--TUSCOLA COUNTY.
 OJ0287'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH ON
 OJ0287'RIVER STREET FOR 150 FEET TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OJ0287'STATE HIGHWAY 46 (STATE STREET) FOR 0.11 KM (0.05 MI) TO A PAVED ROAD
 OJ0287'ON THE LEFT.  TURN LEFT AND GO NORTH ON WASHINGTON STREET AND KINGSTON
 OJ0287'ROAD FOR 4.84 KM (3.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 OJ0287'BEVENS ROAD FOR 0.39 KM (0.25 MI) TO A GRAVELED ROAD (OLD RAILROAD
 OJ0287'GRADE) AND THE STATION ON THE LEFT.
 OJ0287'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0287'MONUMENT THAT PROJECTS 38 CM ABOVE THE GROUND.  LOCATED 7.7 M
 OJ0287'(25.3 FT) SOUTH OF THE CENTERLINE OF BEVENS ROAD, 7.1 M (23.3 FT) EAST
 OJ0287'OF THE CENTER OF THE GRAVELED ROAD AND 0.6 M (2.0 FT) NORTH OF A
 OJ0287'CARSONITE WITNESS POST.
 OJ0287'DESCRIBED BY E.J. HANSMANN.
 OJ0287
 OJ0287                          STATION RECOVERY (1990)
 OJ0287
 OJ0287'RECOVERED 1990
 OJ0287'RECOVERED IN GOOD CONDITION.
 OJ0287
 OJ0287                          STATION RECOVERY (1991)
 OJ0287
 OJ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ0287'THE STATION IS LOCATED ABOUT 17.0 KM (10.6 MI) SOUTHEAST OF CARO, 16.0
 OJ0287'KM (9.9 MI) SOUTH-SOUTHWEST OF CASS CITY AND 4.8 KM (3.0 MI) NORTH OF
 OJ0287'KINGSTON.  OWNERSHIP--TUSCOLA COUNTY.
 OJ0287'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH ON
 OJ0287'RIVER STREET FOR 150 FEET TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OJ0287'STATE HIGHWAY 46 (STATE STREET) FOR 0.11 KM (0.07 MI) TO A PAVED ROAD
 OJ0287'ON THE LEFT.  TURN LEFT AND GO NORTH ON WASHINGTON STREET AND
 OJ0287'KINGSTON ROAD FOR 4.84 KM (3.01 MI) TO A CROSSROAD.  TURN LEFT AND GO
 OJ0287'WEST ON BEVENS ROAD FOR 0.39 KM (0.24 MI) TO A GRAVELED ROAD (OLD
 OJ0287'RAILROAD GRADE) AND THE STATION ON THE LEFT.
 OJ0287'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0287'MONUMENT THAT PROJECTS 38 CM ABOVE THE GROUND.  LOCATED 7.7 M
 OJ0287'(25.3 FT) SOUTH OF THE CENTER OF BEVENS ROAD, 7.1 M (23.3 FT) EAST OF
 OJ0287'THE CENTER OF THE GRAVELED ROAD AND 0.6 M (2.0 FT) NORTH OF A
 OJ0287'CARSONITE WITNESS POST.
 OJ0287
 OJ0287                          STATION RECOVERY (1999)
 OJ0287
 OJ0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0287'RECOVERED IN GOOD CONDITION.
 OJ0287
 OJ0287                          STATION RECOVERY (2004)
 OJ0287
 OJ0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0287'RECOVERED AS DESCRIBED
 OJ0287
 OJ0287                          STATION RECOVERY (2009)
 OJ0287
 OJ0287'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0287'RECOVERED AS DESCRIBED EXCEPT DIRT ROAD IS NOW GRASSY TRAIL.
 OJ0287
 OJ0287                          STATION RECOVERY (2011)
 OJ0287
 OJ0287'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JJR)
 OJ0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0054 ***********************************************************************
 OK0054  DESIGNATION -  G 103
 OK0054  PID         -  OK0054
 OK0054  STATE/COUNTY-  MI/GRATIOT
 OK0054  COUNTRY     -  US
 OK0054  USGS QUAD   -  ASHLEY (2017)
 OK0054
 OK0054                         *CURRENT SURVEY CONTROL
 OK0054  ______________________________________________________________________
 OK0054* NAD 83(1986) POSITION- 43 09 37.     (N) 084 26 49.     (W)   SCALED
 OK0054* NAVD 88 ORTHO HEIGHT -   200.126 (meters)      656.58  (feet) ADJUSTED
 OK0054  ______________________________________________________________________
 OK0054  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 OK0054  DYNAMIC HEIGHT  -        200.086 (meters)      656.45  (feet) COMP
 OK0054  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 OK0054
 OK0054  VERT ORDER      -  SECOND    CLASS 0
 OK0054
 OK0054.The horizontal coordinates were scaled from a map and have
 OK0054.an estimated accuracy of +/- 6 seconds.
 OK0054
 OK0054.The orthometric height was determined by differential leveling and
 OK0054.adjusted by the NATIONAL GEODETIC SURVEY
 OK0054.in June 1991.
 OK0054
 OK0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0054.GEOID18 height accuracy estimate available here.
 OK0054
 OK0054.Click photographs - Photos may exist for this station.
 OK0054
 OK0054.The dynamic height is computed by dividing the NAVD 88
 OK0054.geopotential number by the normal gravity value computed on the
 OK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0054.degrees latitude (g = 980.6199 gals.).
 OK0054
 OK0054.The modeled gravity was interpolated from observed gravity values.
 OK0054
 OK0054;                    North         East    Units  Estimated Accuracy
 OK0054;SPC MI S     -   184,420.    3,993,470.      MT  (+/- 180 meters Scaled)
 OK0054
 OK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN075817(NAD 83)
 OK0054
 OK0054                          SUPERSEDED SURVEY CONTROL
 OK0054
 OK0054  NGVD 29 (??/??/92)  200.291  (m)          657.12   (f) ADJ UNCH    2 0
 OK0054
 OK0054.Superseded values are not recommended for survey control.
 OK0054
 OK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0054.See file dsdata.pdf to determine how the superseded data were derived.
 OK0054
 OK0054_MARKER: DB = BENCH MARK DISK
 OK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0054_STAMPING: G 103 1934
 OK0054_MARK LOGO: CGS
 OK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0054+STABILITY: SURFACE MOTION
 OK0054
 OK0054  HISTORY     - Date     Condition        Report By
 OK0054  HISTORY     - 1934     MONUMENTED       CGS
 OK0054  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0054  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0054  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0054  HISTORY     - 20180514 MARK NOT FOUND   MIDT
 OK0054
 OK0054                          STATION DESCRIPTION
 OK0054
 OK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0054'2.3 MI SE FROM ASHLEY.
 OK0054'2.3 MILES SOUTHEAST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0054'AT ASHLEY, GRATIOT COUNTY, 45 YARDS NORTHWEST OF MILEPOST 126,
 OK0054'10 YARDS EAST OF THE CENTER OF A ROAD CROSSING, 9.5 YARDS
 OK0054'NORTHEAST OF THE NORTHEAST RAIL, 5 YARDS NORTHWEST OF A FENCE
 OK0054'CORNER, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OK0054'G 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0054
 OK0054                          STATION RECOVERY (1974)
 OK0054
 OK0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0054'MARK NOT FOUND.
 OK0054
 OK0054                          STATION RECOVERY (1992)
 OK0054
 OK0054'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0054'MARK NOT FOUND.
 OK0054
 OK0054                          STATION RECOVERY (2001)
 OK0054
 OK0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0054'MARK NOT FOUND.
 OK0054
 OK0054                          STATION RECOVERY (2018)
 OK0054
 OK0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 OK0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0805 ***********************************************************************
 NE0805  DESIGNATION -  G 105
 NE0805  PID         -  NE0805
 NE0805  STATE/COUNTY-  MI/LIVINGSTON
 NE0805  COUNTRY     -  US
 NE0805  USGS QUAD   -  HOWELL (2017)
 NE0805
 NE0805                         *CURRENT SURVEY CONTROL
 NE0805  ______________________________________________________________________
 NE0805* NAD 83(2011) POSITION- 42 36 33.25609(N) 083 55 44.58938(W)   ADJUSTED
 NE0805* NAD 83(2011) ELLIP HT-   247.660 (meters)        (06/27/12)   ADJUSTED
 NE0805* NAD 83(2011) EPOCH   -  2010.00
 NE0805* NAVD 88 ORTHO HEIGHT -   280.850 (meters)      921.42  (feet) ADJUSTED
 NE0805  ______________________________________________________________________
 NE0805  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 NE0805  NAD 83(2011) X  -    497,243.988 (meters)                     COMP
 NE0805  NAD 83(2011) Y  - -4,675,264.036 (meters)                     COMP
 NE0805  NAD 83(2011) Z  -  4,295,821.124 (meters)                     COMP
 NE0805  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 NE0805  DYNAMIC HEIGHT  -        280.778 (meters)      921.19  (feet) COMP
 NE0805  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 NE0805
 NE0805  VERT ORDER      -  FIRST     CLASS II
 NE0805
 NE0805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0805  Standards:
 NE0805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0805  -------------------------------------------------------------------
 NE0805  NETWORK   10.75   3.31           1.44   5.42   1.69      0.36710091
 NE0805  -------------------------------------------------------------------
 NE0805  Click here for local accuracies and other accuracy information.
 NE0805
 NE0805.The horizontal coordinates were established by GPS observations
 NE0805.and adjusted by the National Geodetic Survey in June 2012.
 NE0805
 NE0805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0805.been affixed to the stable North American tectonic plate. See 
 NE0805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0805
 NE0805.The horizontal coordinates are valid at the epoch date displayed above
 NE0805.which is a decimal equivalence of Year/Month/Day.
 NE0805
 NE0805.The orthometric height was determined by differential leveling and
 NE0805.adjusted by the NATIONAL GEODETIC SURVEY
 NE0805.in October 2009.
 NE0805
 NE0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0805.GEOID18 height accuracy estimate available here.
 NE0805
 NE0805.Click photographs - Photos may exist for this station.
 NE0805
 NE0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0805
 NE0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0805
 NE0805.The ellipsoidal height was determined by GPS observations
 NE0805.and is referenced to NAD 83.
 NE0805
 NE0805.The dynamic height is computed by dividing the NAVD 88
 NE0805.geopotential number by the normal gravity value computed on the
 NE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0805.degrees latitude (g = 980.6199 gals.).
 NE0805
 NE0805.The modeled gravity was interpolated from observed gravity values.
 NE0805
 NE0805. The following values were computed from the NAD 83(2011) position.
 NE0805
 NE0805;                    North         East     Units Scale Factor Converg.
 NE0805;SPC MI S     -   123,304.434 4,035,905.672   MT  0.99991840   +0 17 52.1
 NE0805;SPC MI S     -   404,542.11 13,241,160.34   iFT  0.99991840   +0 17 52.1
 NE0805;UTM  17      - 4,721,582.264   259,741.548   MT  1.00031025   -1 59 02.0
 NE0805;UTM  16      - 4,721,995.251   751,898.433   MT  1.00038074   +2 04 48.4
 NE0805
 NE0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0805!SPC MI S     -   0.99996116  x   0.99991840  =   0.99987956
 NE0805!UTM  17      -   0.99996116  x   1.00031025  =   1.00027140
 NE0805!UTM  16      -   0.99996116  x   1.00038074  =   1.00034189
 NE0805
 NE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5974121582(NAD 83)
 NE0805
 NE0805                          SUPERSEDED SURVEY CONTROL
 NE0805
 NE0805  NAD 83(2007)-  42 36 33.25451(N)    083 55 44.59327(W) AD(2002.00) 0
 NE0805  ELLIP H (02/10/07)  247.685  (m)                       GP(2002.00)    
 NE0805  ELLIP H (07/12/02)  247.686  (m)                       GP(       ) 4 1
 NE0805  NAD 83(1994)-  42 36 33.25499(N)    083 55 44.59071(W) AD(       ) 1
 NE0805  ELLIP H (02/03/97)  247.755  (m)                       GP(       ) 4 1
 NE0805  NAD 83(1986)-  42 36 33.25950(N)    083 55 44.61747(W) AD(       ) 1
 NE0805  NAD 83(1986)-  42 36 33.25274(N)    083 55 44.61983(W) AD(       ) 1
 NE0805  NAVD 88             280.87   (m)          921.5    (f) LEVELING    3  
 NE0805  NAVD 88 (06/15/91)  280.873  (m)          921.50   (f) SUPERSEDED  2 0
 NE0805  NGVD 29 (??/??/92)  281.005  (m)          921.93   (f) ADJ UNCH    2 0
 NE0805
 NE0805.Superseded values are not recommended for survey control.
 NE0805
 NE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0805.See file dsdata.pdf to determine how the superseded data were derived.
 NE0805
 NE0805_MARKER: DB = BENCH MARK DISK
 NE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0805_STAMPING: G 105 1934
 NE0805_MARK LOGO: CGS
 NE0805_PROJECTION: PROJECTING 14 CENTIMETERS
 NE0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0805+STABILITY: SURFACE MOTION
 NE0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0805+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2018
 NE0805
 NE0805  HISTORY     - Date     Condition        Report By
 NE0805  HISTORY     - 1934     MONUMENTED       CGS
 NE0805  HISTORY     - 1973     GOOD             MPS
 NE0805  HISTORY     - 19901211 GOOD             MIDH
 NE0805  HISTORY     - 19910111 GOOD
 NE0805  HISTORY     - 19930311 GOOD             MIDT
 NE0805  HISTORY     - 19941213 GOOD             LOCENG
 NE0805  HISTORY     - 19980729 GOOD             OHM
 NE0805  HISTORY     - 20020116 GOOD             PRENAS
 NE0805  HISTORY     - 20061219 GOOD             INDIV
 NE0805  HISTORY     - 20080328 GOOD             COLEM
 NE0805  HISTORY     - 20110505 GOOD             JCLS
 NE0805  HISTORY     - 20150801 GOOD             NGIA
 NE0805  HISTORY     - 20180509 GOOD             INDIV
 NE0805
 NE0805                          STATION DESCRIPTION
 NE0805
 NE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0805'AT HOWELL.
 NE0805'AT HOWELL, LIVINGSTON COUNTY, ON THE ANN ARBOR RAILROAD, 35 YARDS
 NE0805'SOUTH OF THE SOUTH END OF THE STATION, 60 YARDS NORTH OF A
 NE0805'HIGHWAY BRIDGE OVER THE TRACK, 7 YARDS WEST OF THE WEST RAIL, AND
 NE0805'1.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION
 NE0805'PLATFORM.  A STANDARD DISK, STAMPED G 105 1934 AND SET IN THE
 NE0805'TOP OF A CONCRETE POST.
 NE0805
 NE0805                          STATION RECOVERY (1973)
 NE0805
 NE0805'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (1990)
 NE0805
 NE0805'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NE0805'STATION IS LOCATED IN QUAD 420834, IN THE CITY OF HOWELL, SECTION 35,
 NE0805'T-4-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY, ALONG THE ANN ARBOR
 NE0805'RAILROAD AND ON THE HOWELL QUADRANGLE MAP.
 NE0805'TO REACH THE STATION FROM THE SOUTH EDGE OF THE OLD RAILROAD STATION,
 NE0805'(WHICH IS NOW A HISTORIC SITE DEPOT MUSEUM) IN HOWELL, GO SOUTH
 NE0805'ALONG THE TRACKS FOR ABOUT 100 FEET TO THE SOUTHWEST CORNER OF THE
 NE0805'STATION PLATFORM  AND STATION AS DESCRIBED.
 NE0805'THE STATION PROJECTS 14 CM ABOVE THE GROUND.  IT IS 180 FEET NORTH OF
 NE0805'A HIGHWAY BRIDGE OVER THE TRACKS, 100 FEET SOUTH OF THE SOUTH END OF
 NE0805'THE DEPOT MUSEUM, 21 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 NE0805'TRACKS, 7.0 FT (2.1 M) SOUTH OF A 8 FOOT BY 12 FOOT SHED AND 3 FT
 NE0805'(0.9 M) SOUTH OF A CYCLONE FENCE.
 NE0805
 NE0805                          STATION RECOVERY (1991)
 NE0805
 NE0805'RECOVERED 1991
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (1993)
 NE0805
 NE0805'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE0805'STATION IS LOCATED IN QUAD 420844, IN THE CITY OF HOWELL, SECTION 35,
 NE0805'T-4-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY, ALONG THE ANN ARBOR
 NE0805'RAILROAD AND ON THE HOWELL QUADRANGLE MAP. TO REACH THE STATION FROM
 NE0805'THE SOUTH EDGE OF THE OLD RAILROAD STATION, IN HOWELL, GO SOUTH ALONG
 NE0805'THE TRACKS FOR ABOUT 100 FT (30.5 M) TO THE SOUTHWEST CORNER OF THE
 NE0805'STATION PLATFORM  AND STATION AS DESCRIBED. THE STATION PROJECTS 14 CM
 NE0805'ABOVE THE GROUND.  IT IS 180 FT (54.9 M) NORTH OF A HIGHWAY BRIDGE
 NE0805'OVER THE TRACKS, 100 FT (30.5 M) SOUTH OF THE SOUTH END OF THE 'DEPOT
 NE0805'MUSEUM', 21 FT (6.4 M) WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 NE0805'7.0 FT (2.1 M) SOUTH OF A 8 FT (2.4 M) BY 12 FT (3.7 M) SHED AND 3 FT
 NE0805'(0.9 M) SOUTH OF A CYCLONE FENCE.
 NE0805
 NE0805                          STATION RECOVERY (1994)
 NE0805
 NE0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SK)
 NE0805'STATION IS LOCATED IN SECTION 36, T-3-N, R-4-E.
 NE0805
 NE0805                          STATION RECOVERY (1998)
 NE0805
 NE0805'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE0805'RECOVERED AS DESCRIBED.
 NE0805
 NE0805                          STATION RECOVERY (2002)
 NE0805
 NE0805'RECOVERY NOTE BY PROFESSIONAL ENG 2002 (JDH)
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (2006)
 NE0805
 NE0805'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (2008)
 NE0805
 NE0805'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 NE0805'RECOVERED AS DESCRIBED.
 NE0805
 NE0805                          STATION RECOVERY (2011)
 NE0805
 NE0805'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (2015)
 NE0805
 NE0805'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2015 (BWB)
 NE0805'THE STATION PLATFORM IS GONE.  THE SHED AND FENCE ARE STILL EXISTING.
 NE0805'ALSO NOTE THAT ALL PREVIOUS CALLS OF 'SOUTH' SHOULD READ
 NE0805''SOUTHEASTERLY' AS THE RAILROAD TRACKS RUN IN AN
 NE0805'SOUTHEASTERLY-NORTHWESTERLY DIRECTION HERE.
 NE0805
 NE0805                          STATION RECOVERY (2018)
 NE0805
 NE0805'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MFM)
 NE0805'STATION IS NEAR MUSEUM FENCING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0736 ***********************************************************************
 NE0736  DESIGNATION -  G 106
 NE0736  PID         -  NE0736
 NE0736  STATE/COUNTY-  MI/OAKLAND
 NE0736  COUNTRY     -  US
 NE0736  USGS QUAD   -  SOUTH LYON (2017)
 NE0736
 NE0736                         *CURRENT SURVEY CONTROL
 NE0736  ______________________________________________________________________
 NE0736* NAD 83(1986) POSITION- 42 27 37.     (N) 083 38 47.     (W)   SCALED
 NE0736* NAVD 88 ORTHO HEIGHT -   285.770 (meters)      937.56  (feet) ADJUSTED
 NE0736  ______________________________________________________________________
 NE0736  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 NE0736  DYNAMIC HEIGHT  -        285.688 (meters)      937.29  (feet) COMP
 NE0736  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 NE0736
 NE0736  VERT ORDER      -  SECOND    CLASS 0
 NE0736
 NE0736.The horizontal coordinates were scaled from a map and have
 NE0736.an estimated accuracy of +/- 6 seconds.
 NE0736
 NE0736.The orthometric height was determined by differential leveling and
 NE0736.adjusted by the NATIONAL GEODETIC SURVEY
 NE0736.in June 1991.
 NE0736
 NE0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0736.GEOID18 height accuracy estimate available here.
 NE0736
 NE0736.Click photographs - Photos may exist for this station.
 NE0736
 NE0736.The dynamic height is computed by dividing the NAVD 88
 NE0736.geopotential number by the normal gravity value computed on the
 NE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0736.degrees latitude (g = 980.6199 gals.).
 NE0736
 NE0736.The modeled gravity was interpolated from observed gravity values.
 NE0736
 NE0736;                    North         East    Units  Estimated Accuracy
 NE0736;SPC MI S     -   106,920.    4,059,240.      MT  (+/- 180 meters Scaled)
 NE0736
 NE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH824042(NAD 83)
 NE0736
 NE0736                          SUPERSEDED SURVEY CONTROL
 NE0736
 NE0736  NGVD 29 (??/??/92)  285.895  (m)          937.97   (f) ADJ UNCH    2 0
 NE0736
 NE0736.Superseded values are not recommended for survey control.
 NE0736
 NE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0736.See file dsdata.pdf to determine how the superseded data were derived.
 NE0736
 NE0736_MARKER: DB = BENCH MARK DISK
 NE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0736_STAMPING: G 106 1934
 NE0736_MARK LOGO: CGS
 NE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0736+STABILITY: SURFACE MOTION
 NE0736
 NE0736  HISTORY     - Date     Condition        Report By
 NE0736  HISTORY     - 1934     MONUMENTED       CGS
 NE0736  HISTORY     - 1938     GOOD             CGS
 NE0736  HISTORY     - 1963     MARK NOT FOUND   CGS
 NE0736
 NE0736                          STATION DESCRIPTION
 NE0736
 NE0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0736'AT SOUTH LYON.
 NE0736'AT SOUTH LYON, OAKLAND COUNTY, 100 YARDS SOUTH OF THE SOUTH
 NE0736'END OF THE GRAND TRUNK WESTERN RAILWAY STATION, 67 YARDS SOUTH
 NE0736'OF THE INTERSECTION OF THE CHESAPEAKE AND OHIO RAILWAY, 30
 NE0736'YARDS NORTH OF THE CROSSING OF CENTER STREET, 9 FEET WEST OF
 NE0736'THE WEST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE
 NE0736'TRACK.  A STANDARD DISK, STAMPED G 106 1934 AND SET IN THE TOP
 NE0736'OF A CONCRETE POST.  NOTE-- MARK APPEARS TO BE UNDER A BLACKTOP
 NE0736'STREET NOW.
 NE0736
 NE0736                          STATION RECOVERY (1963)
 NE0736
 NE0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NE0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0401 ***********************************************************************
 NE0401  DESIGNATION -  G 107
 NE0401  PID         -  NE0401
 NE0401  STATE/COUNTY-  MI/MACOMB
 NE0401  COUNTRY     -  US
 NE0401  USGS QUAD   -  UTICA (2017)
 NE0401
 NE0401                         *CURRENT SURVEY CONTROL
 NE0401  ______________________________________________________________________
 NE0401* NAD 83(1986) POSITION- 42 43 29.     (N) 083 02 38.     (W)   SCALED
 NE0401* NAVD 88 ORTHO HEIGHT -   221.832 (meters)      727.79  (feet) ADJUSTED
 NE0401  ______________________________________________________________________
 NE0401  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 NE0401  DYNAMIC HEIGHT  -        221.766 (meters)      727.58  (feet) COMP
 NE0401  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 NE0401
 NE0401  VERT ORDER      -  SECOND    CLASS 0
 NE0401
 NE0401.The horizontal coordinates were scaled from a map and have
 NE0401.an estimated accuracy of +/- 6 seconds.
 NE0401
 NE0401.The orthometric height was determined by differential leveling and
 NE0401.adjusted by the NATIONAL GEODETIC SURVEY
 NE0401.in June 1991.
 NE0401
 NE0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0401.GEOID18 height accuracy estimate available here.
 NE0401
 NE0401.Click photographs - Photos may exist for this station.
 NE0401
 NE0401.The dynamic height is computed by dividing the NAVD 88
 NE0401.geopotential number by the normal gravity value computed on the
 NE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0401.degrees latitude (g = 980.6199 gals.).
 NE0401
 NE0401.The modeled gravity was interpolated from observed gravity values.
 NE0401
 NE0401;                    North         East    Units  Estimated Accuracy
 NE0401;SPC MI S     -   136,890.    4,108,330.      MT  (+/- 180 meters Scaled)
 NE0401
 NE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH326322(NAD 83)
 NE0401
 NE0401                          SUPERSEDED SURVEY CONTROL
 NE0401
 NE0401  NGVD 29 (??/??/92)  221.970  (m)          728.25   (f) ADJ UNCH    2 0
 NE0401
 NE0401.Superseded values are not recommended for survey control.
 NE0401
 NE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0401.See file dsdata.pdf to determine how the superseded data were derived.
 NE0401
 NE0401_MARKER: DB = BENCH MARK DISK
 NE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0401_STAMPING: G 107 1934
 NE0401_MARK LOGO: CGS
 NE0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0401+STABILITY: SURFACE MOTION
 NE0401
 NE0401  HISTORY     - Date     Condition        Report By
 NE0401  HISTORY     - 1934     MONUMENTED       CGS
 NE0401  HISTORY     - 1940     GOOD             CGS
 NE0401  HISTORY     - 19900328 GOOD             MIDT
 NE0401  HISTORY     - 19990417 GOOD             USPSQD
 NE0401  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0401
 NE0401                          STATION DESCRIPTION
 NE0401
 NE0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0401'AT WASHINGTON.
 NE0401'AT WASHINGTON, MACOMB COUNTY, 75 FEET WEST OF THE SOUTHWEST
 NE0401'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 180 YARDS
 NE0401'NORTH OF MILEPOST R 20, AT A HIGHWAY CROSSING, 47 YARDS NORTH
 NE0401'OF THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND THE WEST
 NE0401'RAIL, 31 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT
 NE0401'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NE0401'G 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0401
 NE0401                          STATION RECOVERY (1990)
 NE0401
 NE0401'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (KS)
 NE0401'RECOVERED AS DESCRIBED.
 NE0401
 NE0401                          STATION RECOVERY (1999)
 NE0401
 NE0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0401'RECOVERED IN GOOD CONDITION.
 NE0401
 NE0401                          STATION RECOVERY (1999)
 NE0401
 NE0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0663 ***********************************************************************
 NE0663  DESIGNATION -  G 108
 NE0663  PID         -  NE0663
 NE0663  STATE/COUNTY-  MI/WASHTENAW
 NE0663  COUNTRY     -  US
 NE0663  USGS QUAD   -  YPSILANTI WEST (2017)
 NE0663
 NE0663                         *CURRENT SURVEY CONTROL
 NE0663  ______________________________________________________________________
 NE0663* NAD 83(1986) POSITION- 42 07 40.     (N) 083 41 57.     (W)   SCALED
 NE0663* NAVD 88 ORTHO HEIGHT -   224.839 (meters)      737.66  (feet) ADJUSTED
 NE0663  ______________________________________________________________________
 NE0663  GEOID HEIGHT    -        -34.566 (meters)                     GEOID18
 NE0663  DYNAMIC HEIGHT  -        224.763 (meters)      737.41  (feet) COMP
 NE0663  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 NE0663
 NE0663  VERT ORDER      -  SECOND    CLASS 0
 NE0663
 NE0663.The horizontal coordinates were scaled from a map and have
 NE0663.an estimated accuracy of +/- 6 seconds.
 NE0663
 NE0663.The orthometric height was determined by differential leveling and
 NE0663.adjusted by the NATIONAL GEODETIC SURVEY
 NE0663.in June 1991.
 NE0663
 NE0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0663.GEOID18 height accuracy estimate available here.
 NE0663
 NE0663.Click photographs - Photos may exist for this station.
 NE0663
 NE0663.The dynamic height is computed by dividing the NAVD 88
 NE0663.geopotential number by the normal gravity value computed on the
 NE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0663.degrees latitude (g = 980.6199 gals.).
 NE0663
 NE0663.The modeled gravity was interpolated from observed gravity values.
 NE0663
 NE0663;                    North         East    Units  Estimated Accuracy
 NE0663;SPC MI S     -    69,950.    4,055,190.      MT  (+/- 180 meters Scaled)
 NE0663
 NE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG769674(NAD 83)
 NE0663
 NE0663                          SUPERSEDED SURVEY CONTROL
 NE0663
 NE0663  NGVD 29 (??/??/92)  224.968  (m)          738.08   (f) ADJ UNCH    2 0
 NE0663
 NE0663.Superseded values are not recommended for survey control.
 NE0663
 NE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0663.See file dsdata.pdf to determine how the superseded data were derived.
 NE0663
 NE0663_MARKER: DB = BENCH MARK DISK
 NE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0663_STAMPING: G 108 1934
 NE0663_MARK LOGO: CGS
 NE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0663+STABILITY: SURFACE MOTION
 NE0663
 NE0663  HISTORY     - Date     Condition        Report By
 NE0663  HISTORY     - 1934     MONUMENTED       CGS
 NE0663  HISTORY     - 1941     GOOD             CGS
 NE0663  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 NE0663  HISTORY     - 20060524 MARK NOT FOUND   MANNIK
 NE0663
 NE0663                          STATION DESCRIPTION
 NE0663
 NE0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0663'3.5 MI N FROM MILAN.
 NE0663'3.5 MILES NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0663'AT MILAN, WASHTENAW COUNTY, 40 FEET NORTH OF THE CROSSING OF
 NE0663'THE NORTHEAST RAIL AND THE CENTERLINE OF A DIRT ROAD, 35.8 FEET
 NE0663'NORTHWEST OF THE CENTERLINE OF THE ROAD, 25 FEET NORTHEAST OF
 NE0663'THE NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF A WIRE FENCE, AND
 NE0663'ABOUT 3.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0663'STAMPED G 108 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0663
 NE0663                          STATION RECOVERY (2005)
 NE0663
 NE0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0663'THERE IS CONSTRUCTION NEARBY.  THE MARKER MAY BE UNDER A PILE OF
 NE0663'ASPHALT
 NE0663
 NE0663                          STATION RECOVERY (2006)
 NE0663
 NE0663'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0663'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0152 ***********************************************************************
 NF0152  DESIGNATION -  G 109
 NF0152  PID         -  NF0152
 NF0152  STATE/COUNTY-  MI/JACKSON
 NF0152  COUNTRY     -  US
 NF0152  USGS QUAD   -  MICHIGAN CENTER (2017)
 NF0152
 NF0152                         *CURRENT SURVEY CONTROL
 NF0152  ______________________________________________________________________
 NF0152* NAD 83(1986) POSITION- 42 07 49.     (N) 084 20 53.     (W)   SCALED
 NF0152* NAVD 88 ORTHO HEIGHT -   299.284 (meters)      981.90  (feet) ADJUSTED
 NF0152  ______________________________________________________________________
 NF0152  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 NF0152  DYNAMIC HEIGHT  -        299.172 (meters)      981.53  (feet) COMP
 NF0152  MODELED GRAVITY -    980,241.5   (mgal)                       NAVD 88
 NF0152
 NF0152  VERT ORDER      -  SECOND    CLASS 0
 NF0152
 NF0152.The horizontal coordinates were scaled from a map and have
 NF0152.an estimated accuracy of +/- 6 seconds.
 NF0152
 NF0152.The orthometric height was determined by differential leveling and
 NF0152.adjusted by the NATIONAL GEODETIC SURVEY
 NF0152.in June 1991.
 NF0152
 NF0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0152.GEOID18 height accuracy estimate available here.
 NF0152
 NF0152.Click photographs - Photos may exist for this station.
 NF0152
 NF0152.The dynamic height is computed by dividing the NAVD 88
 NF0152.geopotential number by the normal gravity value computed on the
 NF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0152.degrees latitude (g = 980.6199 gals.).
 NF0152
 NF0152.The modeled gravity was interpolated from observed gravity values.
 NF0152
 NF0152;                    North         East    Units  Estimated Accuracy
 NF0152;SPC MI S     -    70,010.    4,001,540.      MT  (+/- 180 meters Scaled)
 NF0152
 NF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM191676(NAD 83)
 NF0152
 NF0152                          SUPERSEDED SURVEY CONTROL
 NF0152
 NF0152  NGVD 29 (??/??/92)  299.402  (m)          982.29   (f) ADJ UNCH    2 0
 NF0152
 NF0152.Superseded values are not recommended for survey control.
 NF0152
 NF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0152.See file dsdata.pdf to determine how the superseded data were derived.
 NF0152
 NF0152_MARKER: DB = BENCH MARK DISK
 NF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0152_STAMPING: G 109 1934
 NF0152_MARK LOGO: CGS
 NF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0152+STABILITY: SURFACE MOTION
 NF0152
 NF0152  HISTORY     - Date     Condition        Report By
 NF0152  HISTORY     - 1934     MONUMENTED       CGS
 NF0152  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0152
 NF0152                          STATION DESCRIPTION
 NF0152
 NF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0152'0.6 MI N FROM CLARKLAKE.
 NF0152'0.6 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0152'THE STATION AT CLARKLAKE, JACKSON COUNTY, 28 YARDS SOUTHEAST
 NF0152'OF THE CENTER OF A PRIVATE-ROAD CROSSING, 75 FEET NORTH OF
 NF0152'POLE 8+35, 26.3 FEET EAST OF THE EAST RAIL, 3.6 FEET WEST OF
 NF0152'THE WIRE FENCE, AND 6 INCHES HIGHER THAN THE TRACK.  A STANDARD
 NF0152'DISK, STAMPED G 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0152
 NF0152                          STATION RECOVERY (1971)
 NF0152
 NF0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0220 ***********************************************************************
 NF0220  DESIGNATION -  G 11
 NF0220  PID         -  NF0220
 NF0220  STATE/COUNTY-  MI/JACKSON
 NF0220  COUNTRY     -  US
 NF0220  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0220
 NF0220                         *CURRENT SURVEY CONTROL
 NF0220  ______________________________________________________________________
 NF0220* NAD 83(1986) POSITION- 42 13 52.     (N) 084 40 48.     (W)   SCALED
 NF0220* NAVD 88 ORTHO HEIGHT -   294.818 (meters)      967.25  (feet) ADJUSTED
 NF0220  ______________________________________________________________________
 NF0220  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 NF0220  DYNAMIC HEIGHT  -        294.713 (meters)      966.90  (feet) COMP
 NF0220  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 NF0220
 NF0220  VERT ORDER      -  FIRST     CLASS II
 NF0220
 NF0220.The horizontal coordinates were scaled from a map and have
 NF0220.an estimated accuracy of +/- 6 seconds.
 NF0220
 NF0220.The orthometric height was determined by differential leveling and
 NF0220.adjusted by the NATIONAL GEODETIC SURVEY
 NF0220.in June 1991.
 NF0220
 NF0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0220.GEOID18 height accuracy estimate available here.
 NF0220
 NF0220.Click photographs - Photos may exist for this station.
 NF0220
 NF0220.The dynamic height is computed by dividing the NAVD 88
 NF0220.geopotential number by the normal gravity value computed on the
 NF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0220.degrees latitude (g = 980.6199 gals.).
 NF0220
 NF0220.The modeled gravity was interpolated from observed gravity values.
 NF0220
 NF0220;                    North         East    Units  Estimated Accuracy
 NF0220;SPC MI S     -    81,260.    3,974,140.      MT  (+/- 180 meters Scaled)
 NF0220
 NF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM914780(NAD 83)
 NF0220
 NF0220                          SUPERSEDED SURVEY CONTROL
 NF0220
 NF0220  NGVD 29 (??/??/92)  294.943  (m)          967.66   (f) ADJ UNCH    1 2
 NF0220
 NF0220.Superseded values are not recommended for survey control.
 NF0220
 NF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0220.See file dsdata.pdf to determine how the superseded data were derived.
 NF0220
 NF0220_MARKER: DB = BENCH MARK DISK
 NF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0220_STAMPING: G 11 1916
 NF0220_MARK LOGO: CGS
 NF0220_PROJECTION: FLUSH
 NF0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0220+STABILITY: SURFACE MOTION
 NF0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0220+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 NF0220
 NF0220  HISTORY     - Date     Condition        Report By
 NF0220  HISTORY     - 1916     MONUMENTED       CGS
 NF0220  HISTORY     - 1934     GOOD             CGS
 NF0220  HISTORY     - 1985     GOOD             NGS
 NF0220  HISTORY     - 19910714 GOOD             USPSQD
 NF0220  HISTORY     - 19971006 GOOD             USPSQD
 NF0220  HISTORY     - 20070530 GOOD             MIDT
 NF0220
 NF0220                          STATION DESCRIPTION
 NF0220
 NF0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0220'5 MI W FROM PARMA.
 NF0220'5.0 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0220'STATION AT PARMA, JACKSON COUNTY, 0.8 MILE EAST OF THE BATH
 NF0220'MILLS ROAD CROSSING, AT G.W. RAYS CROSSING, 45.5 FEET NORTH
 NF0220'OF THE NORTH RAIL, AND 10 FEET EAST OF THE GATE IN THE NORTH
 NF0220'FENCE.  A STANDARD DISK, STAMPED ELEV 967.659 FT G 11 1916
 NF0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NF0220'ABOVE GROUND.
 NF0220
 NF0220                          STATION RECOVERY (1985)
 NF0220
 NF0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0220'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM (4.35
 NF0220'MI) EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION IN
 NF0220'ALBION.  ADD--0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOT LEVELED TO.
 NF0220
 NF0220                          STATION RECOVERY (1991)
 NF0220
 NF0220'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0220'RECOVERED IN GOOD CONDITION.
 NF0220
 NF0220                          STATION RECOVERY (1997)
 NF0220
 NF0220'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0220'RECOVERED IN GOOD CONDITION.
 NF0220
 NF0220                          STATION RECOVERY (2007)
 NF0220
 NF0220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 NF0220'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0155 ***********************************************************************
 OK0155  DESIGNATION -  G 110
 OK0155  PID         -  OK0155
 OK0155  STATE/COUNTY-  MI/IONIA
 OK0155  COUNTRY     -  US
 OK0155  USGS QUAD   -  HUBBARDSTON (2017)
 OK0155
 OK0155                         *CURRENT SURVEY CONTROL
 OK0155  ______________________________________________________________________
 OK0155* NAD 83(1986) POSITION- 43 00 06.     (N) 084 50 49.     (W)   SCALED
 OK0155* NAVD 88 ORTHO HEIGHT -   224.870 (meters)      737.76  (feet) ADJUSTED
 OK0155  ______________________________________________________________________
 OK0155  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 OK0155  DYNAMIC HEIGHT  -        224.816 (meters)      737.58  (feet) COMP
 OK0155  MODELED GRAVITY -    980,374.2   (mgal)                       NAVD 88
 OK0155
 OK0155  VERT ORDER      -  SECOND    CLASS 0
 OK0155
 OK0155.The horizontal coordinates were scaled from a map and have
 OK0155.an estimated accuracy of +/- 6 seconds.
 OK0155
 OK0155.The orthometric height was determined by differential leveling and
 OK0155.adjusted by the NATIONAL GEODETIC SURVEY
 OK0155.in June 1991.
 OK0155
 OK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0155.GEOID18 height accuracy estimate available here.
 OK0155
 OK0155.Click photographs - Photos may exist for this station.
 OK0155
 OK0155.The dynamic height is computed by dividing the NAVD 88
 OK0155.geopotential number by the normal gravity value computed on the
 OK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0155.degrees latitude (g = 980.6199 gals.).
 OK0155
 OK0155.The modeled gravity was interpolated from observed gravity values.
 OK0155
 OK0155;                    North         East    Units  Estimated Accuracy
 OK0155;SPC MI S     -   166,910.    3,960,840.      MT  (+/- 180 meters Scaled)
 OK0155
 OK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN754632(NAD 83)
 OK0155
 OK0155                          SUPERSEDED SURVEY CONTROL
 OK0155
 OK0155  NGVD 29 (??/??/92)  225.007  (m)          738.21   (f) ADJ UNCH    2 0
 OK0155
 OK0155.Superseded values are not recommended for survey control.
 OK0155
 OK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0155.See file dsdata.pdf to determine how the superseded data were derived.
 OK0155
 OK0155_MARKER: DB = BENCH MARK DISK
 OK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0155_STAMPING: G 110 1934
 OK0155_MARK LOGO: CGS
 OK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0155+STABILITY: SURFACE MOTION
 OK0155
 OK0155  HISTORY     - Date     Condition        Report By
 OK0155  HISTORY     - 1934     MONUMENTED       CGS
 OK0155  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0155
 OK0155                          STATION DESCRIPTION
 OK0155
 OK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0155'AT PEWANO.
 OK0155'AT PEWANO, IONIA COUNTY, 137 YARDS NORTHWEST OF THE NORTHWEST
 OK0155'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 150 YARDS
 OK0155'EAST OF THE ROAD CROSSING WEST OF THE STATION, 57 FEET NORTH
 OK0155'OF THE NORTH RAIL, 19 FEET SOUTH OF THE CENTERLINE OF A ROAD
 OK0155'PASSING THE STATION, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0155'A STANDARD DISK, STAMPED G 110 1934 AND SET IN THE TOP OF A
 OK0155'CONCRETE POST.
 OK0155
 OK0155                          STATION RECOVERY (1965)
 OK0155
 OK0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0586 ***********************************************************************
 MD0586  DESIGNATION -  G 112
 MD0586  PID         -  MD0586
 MD0586  STATE/COUNTY-  MI/HILLSDALE
 MD0586  COUNTRY     -  US
 MD0586  USGS QUAD   -  READING (2017)
 MD0586
 MD0586                         *CURRENT SURVEY CONTROL
 MD0586  ______________________________________________________________________
 MD0586* NAD 83(1986) POSITION- 41 50 21.     (N) 084 44 28.     (W)   SCALED
 MD0586* NAVD 88 ORTHO HEIGHT -   365.933 (meters)     1200.57  (feet) ADJUSTED
 MD0586  ______________________________________________________________________
 MD0586  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 MD0586  DYNAMIC HEIGHT  -        365.790 (meters)     1200.10  (feet) COMP
 MD0586  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 MD0586
 MD0586  VERT ORDER      -  SECOND    CLASS 0
 MD0586
 MD0586.The horizontal coordinates were scaled from a map and have
 MD0586.an estimated accuracy of +/- 6 seconds.
 MD0586
 MD0586.The orthometric height was determined by differential leveling and
 MD0586.adjusted by the NATIONAL GEODETIC SURVEY
 MD0586.in June 1991.
 MD0586
 MD0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0586.GEOID18 height accuracy estimate available here.
 MD0586
 MD0586.Click photographs - Photos may exist for this station.
 MD0586
 MD0586.The dynamic height is computed by dividing the NAVD 88
 MD0586.geopotential number by the normal gravity value computed on the
 MD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0586.degrees latitude (g = 980.6199 gals.).
 MD0586
 MD0586.The modeled gravity was interpolated from observed gravity values.
 MD0586
 MD0586;                    North         East    Units  Estimated Accuracy
 MD0586;SPC MI S     -    37,740.    3,968,900.      MT  (+/- 180 meters Scaled)
 MD0586
 MD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM875343(NAD 83)
 MD0586
 MD0586                          SUPERSEDED SURVEY CONTROL
 MD0586
 MD0586  NGVD 29 (??/??/92)  366.036  (m)         1200.90   (f) ADJ UNCH    2 0
 MD0586
 MD0586.Superseded values are not recommended for survey control.
 MD0586
 MD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0586.See file dsdata.pdf to determine how the superseded data were derived.
 MD0586
 MD0586_MARKER: DB = BENCH MARK DISK
 MD0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0586_STAMPING: G 112 1934
 MD0586_MARK LOGO: CGS
 MD0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0586+STABILITY: SURFACE MOTION
 MD0586
 MD0586  HISTORY     - Date     Condition        Report By
 MD0586  HISTORY     - 1934     MONUMENTED       CGS
 MD0586  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0586  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0586  HISTORY     - 20210721 MARK NOT FOUND   MIDT
 MD0586
 MD0586                          STATION DESCRIPTION
 MD0586
 MD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0586'AT READING.
 MD0586'AT READING, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0586'65 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 52
 MD0586'YARDS SOUTH OF THE CROSSING OF THE CENTERLINE OF A PAVED HIGHWAY
 MD0586'AND THE EAST RAIL OF THE EAST TRACK, 34.2 FEET EAST OF THE EAST
 MD0586'RAIL OF THE EAST TRACK, 7.8 FEET NORTH OF A POLE, AND LEVEL WITH
 MD0586'THE TRACK.  A STANDARD DISK, STAMPED G 112 1934 AND SET IN THE
 MD0586'TOP OF A CONCRETE POST.
 MD0586
 MD0586                          STATION RECOVERY (1988)
 MD0586
 MD0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0586'MARK NOT FOUND.
 MD0586
 MD0586                          STATION RECOVERY (2000)
 MD0586
 MD0586'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0586'MARK NOT FOUND.
 MD0586
 MD0586                          STATION RECOVERY (2021)
 MD0586
 MD0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 MD0586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0566 ***********************************************************************
 MD0566  DESIGNATION -  G 113
 MD0566  PID         -  MD0566
 MD0566  STATE/COUNTY-  MI/BRANCH
 MD0566  COUNTRY     -  US
 MD0566  USGS QUAD   -  COLDWATER EAST (2017)
 MD0566
 MD0566                         *CURRENT SURVEY CONTROL
 MD0566  ______________________________________________________________________
 MD0566* NAD 83(1986) POSITION- 41 56 28.     (N) 084 54 06.     (W)   SCALED
 MD0566* NAVD 88 ORTHO HEIGHT -   309.771 (meters)     1016.31  (feet) ADJUSTED
 MD0566  ______________________________________________________________________
 MD0566  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 MD0566  DYNAMIC HEIGHT  -        309.658 (meters)     1015.94  (feet) COMP
 MD0566  MODELED GRAVITY -    980,249.4   (mgal)                       NAVD 88
 MD0566
 MD0566  VERT ORDER      -  SECOND    CLASS 0
 MD0566
 MD0566.The horizontal coordinates were scaled from a map and have
 MD0566.an estimated accuracy of +/- 6 seconds.
 MD0566
 MD0566.The orthometric height was determined by differential leveling and
 MD0566.adjusted by the NATIONAL GEODETIC SURVEY
 MD0566.in June 1991.
 MD0566
 MD0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0566.GEOID18 height accuracy estimate available here.
 MD0566
 MD0566.Click photographs - Photos may exist for this station.
 MD0566
 MD0566.The dynamic height is computed by dividing the NAVD 88
 MD0566.geopotential number by the normal gravity value computed on the
 MD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0566.degrees latitude (g = 980.6199 gals.).
 MD0566
 MD0566.The modeled gravity was interpolated from observed gravity values.
 MD0566
 MD0566;                    North         East    Units  Estimated Accuracy
 MD0566;SPC MI S     -    49,140.    3,955,630.      MT  (+/- 180 meters Scaled)
 MD0566
 MD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM739453(NAD 83)
 MD0566
 MD0566                          SUPERSEDED SURVEY CONTROL
 MD0566
 MD0566  NGVD 29 (??/??/92)  309.896  (m)         1016.72   (f) ADJ UNCH    2 0
 MD0566
 MD0566.Superseded values are not recommended for survey control.
 MD0566
 MD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0566.See file dsdata.pdf to determine how the superseded data were derived.
 MD0566
 MD0566_MARKER: DB = BENCH MARK DISK
 MD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0566_STAMPING: G 113 1934
 MD0566_MARK LOGO: CGS
 MD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0566+STABILITY: SURFACE MOTION
 MD0566
 MD0566  HISTORY     - Date     Condition        Report By
 MD0566  HISTORY     - 1934     MONUMENTED       CGS
 MD0566  HISTORY     - 20061221 MARK NOT FOUND   INDIV
 MD0566
 MD0566                          STATION DESCRIPTION
 MD0566
 MD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0566'1.1 MI W FROM QUINCY.
 MD0566'1.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM QUINCY,
 MD0566'BRANCH COUNTY, ABOUT 231 YARDS WEST OF THE SIDE TRACK LEADING TO
 MD0566'THE SOUTH, AT THE CROSSING OF U.S. HIGHWAY 112, 39 YARDS
 MD0566'SOUTHWEST OF THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND
 MD0566'THE SOUTH RAIL, 32.4 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL
 MD0566'WITH THE RAIL.  A STANDARD DISK, STAMPED G 113 1934 AND SET IN
 MD0566'THE TOP OF A CONCRETE POST.
 MD0566
 MD0566                          STATION RECOVERY (2006)
 MD0566
 MD0566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAD)
 MD0566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0521 ***********************************************************************
 NE0521  DESIGNATION -  G 115 X
 NE0521  PID         -  NE0521
 NE0521  STATE/COUNTY-  MI/WAYNE
 NE0521  COUNTRY     -  US
 NE0521  USGS QUAD   -  ROCKWOOD (2017)
 NE0521
 NE0521                         *CURRENT SURVEY CONTROL
 NE0521  ______________________________________________________________________
 NE0521* NAD 83(1986) POSITION- 42 06 04.     (N) 083 12 38.     (W)   SCALED
 NE0521* NAVD 88 ORTHO HEIGHT -   177.834 (meters)      583.44  (feet) ADJUSTED
 NE0521  ______________________________________________________________________
 NE0521  GEOID HEIGHT    -        -34.885 (meters)                     GEOID18
 NE0521  DYNAMIC HEIGHT  -        177.775 (meters)      583.25  (feet) COMP
 NE0521  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 NE0521
 NE0521  VERT ORDER      -  FIRST     CLASS I
 NE0521
 NE0521.The horizontal coordinates were scaled from a map and have
 NE0521.an estimated accuracy of +/- 6 seconds.
 NE0521
 NE0521.The orthometric height was determined by differential leveling and
 NE0521.adjusted by the NATIONAL GEODETIC SURVEY
 NE0521.in June 1991.
 NE0521
 NE0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0521.GEOID18 height accuracy estimate available here.
 NE0521
 NE0521.Click photographs - Photos may exist for this station.
 NE0521
 NE0521.The dynamic height is computed by dividing the NAVD 88
 NE0521.geopotential number by the normal gravity value computed on the
 NE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0521.degrees latitude (g = 980.6199 gals.).
 NE0521
 NE0521.The modeled gravity was interpolated from observed gravity values.
 NE0521
 NE0521;                    North         East    Units  Estimated Accuracy
 NE0521;SPC MI S     -    67,430.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0521
 NE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG172633(NAD 83)
 NE0521
 NE0521                          SUPERSEDED SURVEY CONTROL
 NE0521
 NE0521  NGVD 29 (??/??/92)  178.001  (m)          583.99   (f) ADJ UNCH    1 1
 NE0521
 NE0521.Superseded values are not recommended for survey control.
 NE0521
 NE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0521.See file dsdata.pdf to determine how the superseded data were derived.
 NE0521
 NE0521_MARKER: DB = BENCH MARK DISK
 NE0521_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0521+WITH SETTING: PAVEMENT
 NE0521_SP_SET: SIGNAL BASE
 NE0521_STAMPING: 583.870 G 115 X 1934
 NE0521_MARK LOGO: CGS
 NE0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0521+STABILITY: SURFACE MOTION
 NE0521
 NE0521  HISTORY     - Date     Condition        Report By
 NE0521  HISTORY     - 1934     MONUMENTED       CGS
 NE0521  HISTORY     - 1968     GOOD             CGS
 NE0521  HISTORY     - 1987     GOOD             USPSQD
 NE0521  HISTORY     - 1988     GOOD             USPSQD
 NE0521  HISTORY     - 1989     GOOD             USPSQD
 NE0521
 NE0521                          STATION DESCRIPTION
 NE0521
 NE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0521'1.8 MI NW FROM GIBRALTAR.
 NE0521'ABOUT 1.3 MILES WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE BRIDGE
 NE0521'OVER GIBRALTAR WATERWAY, THENCE 0.5 MILE NORTHEAST ALONG THE
 NE0521'PENN CENTRAL RAILROAD, ABOUT 13 1/2 RAILS NORTHEAST OF THE
 NE0521'NORTHEAST END OF THE RAILROAD BRIDGE OVER BROWNSTOWN CREEK,
 NE0521'SET ON THE TOP OF THE WEST CORNER OF A CONCRETE BASE FOR SIGNAL
 NE0521'NO. D 192, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND 1 FOOT
 NE0521'BELOW THE LEVEL OF THE TRACK.
 NE0521
 NE0521                          STATION RECOVERY (1987)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
 NE0521
 NE0521                          STATION RECOVERY (1988)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
 NE0521
 NE0521                          STATION RECOVERY (1989)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0360 ***********************************************************************
 NF0360  DESIGNATION -  G 116
 NF0360  PID         -  NF0360
 NF0360  STATE/COUNTY-  MI/BARRY
 NF0360  COUNTRY     -  US
 NF0360  USGS QUAD   -  CLOVERDALE (2017)
 NF0360
 NF0360                         *CURRENT SURVEY CONTROL
 NF0360  ______________________________________________________________________
 NF0360* NAD 83(1986) POSITION- 42 30 43.26   (N) 085 24 25.28   (W)   HD_HELD1
 NF0360* NAVD 88 ORTHO HEIGHT -   288.152 (meters)      945.38  (feet) ADJUSTED
 NF0360  ______________________________________________________________________
 NF0360  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 NF0360  DYNAMIC HEIGHT  -        288.063 (meters)      945.09  (feet) COMP
 NF0360  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 NF0360
 NF0360  VERT ORDER      -  SECOND    CLASS 0
 NF0360
 NF0360.The horizontal coordinates were determined by differentially corrected
 NF0360.hand held GPS observations or other comparable positioning techniques
 NF0360.and have an estimated accuracy of +/- 3 meters.
 NF0360
 NF0360.The orthometric height was determined by differential leveling and
 NF0360.adjusted by the NATIONAL GEODETIC SURVEY
 NF0360.in June 1991.
 NF0360
 NF0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0360.GEOID18 height accuracy estimate available here.
 NF0360
 NF0360.Click photographs - Photos may exist for this station.
 NF0360
 NF0360.The dynamic height is computed by dividing the NAVD 88
 NF0360.geopotential number by the normal gravity value computed on the
 NF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0360.degrees latitude (g = 980.6199 gals.).
 NF0360
 NF0360.The modeled gravity was interpolated from observed gravity values.
 NF0360
 NF0360;                    North         East    Units  Estimated Accuracy
 NF0360;SPC MI S     -   112,940.4   3,914,508.5     MT  (+/- 3 meters HH1 GPS) 
 NF0360
 NF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3086507856(NAD 83)
 NF0360
 NF0360                          SUPERSEDED SURVEY CONTROL
 NF0360
 NF0360  NGVD 29 (??/??/92)  288.274  (m)          945.78   (f) ADJ UNCH    2 0
 NF0360
 NF0360.Superseded values are not recommended for survey control.
 NF0360
 NF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0360.See file dsdata.pdf to determine how the superseded data were derived.
 NF0360
 NF0360_MARKER: DB = BENCH MARK DISK
 NF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0360_STAMPING: 945.717 G 116 1934
 NF0360_MARK LOGO: CGS
 NF0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0360+STABILITY: SURFACE MOTION
 NF0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0360+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 NF0360
 NF0360  HISTORY     - Date     Condition        Report By
 NF0360  HISTORY     - 1934     MONUMENTED       CGS
 NF0360  HISTORY     - 1948     GOOD             CGS
 NF0360  HISTORY     - 19951116 GOOD             MI-015
 NF0360  HISTORY     - 20220713 GOOD             HEI
 NF0360
 NF0360                          STATION DESCRIPTION
 NF0360
 NF0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0360'2.4 MI S FROM CLOVERDALE.
 NF0360'2.35 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 NF0360'CLOVERDALE, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH
 NF0360'TANGENTS NORTHEAST AND WEST AND THE CROSSING OF AN ABANDONED
 NF0360'RAILROAD BED, 57 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NF0360'26 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD BED, 7 FEET
 NF0360'WEST OF OLD RAILROAD R/W FENCE LINE, 1.5 FEET WEST OF TELEPHONE
 NF0360'POLE NO. 924, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NF0360'3 FEET ABOVE THE OLD RAILROAD BED, 1 FOOT ABOVE THE HIGHWAY AND
 NF0360'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0360
 NF0360                          STATION RECOVERY (1995)
 NF0360
 NF0360'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0360'TO REACH STATION FROM POST OFFICE (EST. 1983) AT CLOVERDALE AND M-43
 NF0360'GO SOUTH FROM POST OFFICE FOR 2.6 MI (4.2 KM) TO THE INTERSECTION OF
 NF0360'M-43 AND AN ABANDONED RAIL ROAD CROSSING AND STATION ON THE LEFT.
 NF0360'STATION IS 61.6 FEET (18.8 M) SOUTHEAST OF THE CENTERLINE OF M-43, 37
 NF0360'FEET (11.3 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 7 FEET
 NF0360'(2.1 M) WEST OF THE RAILROAD RIGHT-OF-WAY FENCE, 26 FEET (7.9 M) EAST
 NF0360'OF THE CENTERLINE OF THE OLD RAIL ROAD BED, 3 FEET (0.9 M) ABOVE THE
 NF0360'OLD RAIL ROAD BED, AND ABOUT LEVEL WITH THE HIGHWAY.
 NF0360
 NF0360                          STATION RECOVERY (2022)
 NF0360
 NF0360'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 NF0360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0838 ***********************************************************************
 ME0838  DESIGNATION -  G 118
 ME0838  PID         -  ME0838
 ME0838  STATE/COUNTY-  MI/BERRIEN
 ME0838  COUNTRY     -  US
 ME0838  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME0838
 ME0838                         *CURRENT SURVEY CONTROL
 ME0838  ______________________________________________________________________
 ME0838* NAD 83(1986) POSITION- 41 50 51.     (N) 086 40 03.     (W)   SCALED
 ME0838* NAVD 88 ORTHO HEIGHT -   198.441 (meters)      651.05  (feet) ADJUSTED
 ME0838  ______________________________________________________________________
 ME0838  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 ME0838  DYNAMIC HEIGHT  -        198.369 (meters)      650.82  (feet) COMP
 ME0838  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 ME0838
 ME0838  VERT ORDER      -  SECOND    CLASS 0
 ME0838
 ME0838.The horizontal coordinates were scaled from a map and have
 ME0838.an estimated accuracy of +/- 6 seconds.
 ME0838
 ME0838.The orthometric height was determined by differential leveling and
 ME0838.adjusted by the NATIONAL GEODETIC SURVEY
 ME0838.in June 1991.
 ME0838
 ME0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0838.GEOID18 height accuracy estimate available here.
 ME0838
 ME0838.Click photographs - Photos may exist for this station.
 ME0838
 ME0838.The dynamic height is computed by dividing the NAVD 88
 ME0838.geopotential number by the normal gravity value computed on the
 ME0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0838.degrees latitude (g = 980.6199 gals.).
 ME0838
 ME0838.The modeled gravity was interpolated from observed gravity values.
 ME0838
 ME0838;                    North         East    Units  Estimated Accuracy
 ME0838;SPC MI S     -    41,210.    3,808,930.      MT  (+/- 180 meters Scaled)
 ME0838
 ME0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM276328(NAD 83)
 ME0838
 ME0838                          SUPERSEDED SURVEY CONTROL
 ME0838
 ME0838  NGVD 29 (??/??/92)  198.559  (m)          651.44   (f) ADJ UNCH    2 0
 ME0838
 ME0838.Superseded values are not recommended for survey control.
 ME0838
 ME0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0838.See file dsdata.pdf to determine how the superseded data were derived.
 ME0838
 ME0838_MARKER: DB = BENCH MARK DISK
 ME0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0838_STAMPING: G 118 1934
 ME0838_MARK LOGO: CGS
 ME0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0838+STABILITY: SURFACE MOTION
 ME0838
 ME0838  HISTORY     - Date     Condition        Report By
 ME0838  HISTORY     - 1934     MONUMENTED       CGS
 ME0838  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0838
 ME0838                          STATION DESCRIPTION
 ME0838
 ME0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0838'AT LAKESIDE.
 ME0838'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0838'RAILWAY, APPROXIMATELY 55 YARDS SOUTHEAST OF THE CENTER LINE OF
 ME0838'U.S. HIGHWAY 12, 19 YARDS SOUTHEAST OF THE FLAG STOP TOWER IN
 ME0838'FRONT OF THE LAKESIDE STATION, 3 1/2 RAILS NORTHEAST OF THE
 ME0838'CENTER LINE OF THE CROSSING OF A ROAD LEADING TO THE CHIKAMING
 ME0838'COUNTRY CLUB, 10 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, 2 YARDS
 ME0838'WEST OF A RAILWAY TELEGRAPH POLE, A CONCRETE POST, 1 FOOT ABOVE
 ME0838'THE GROUND.  A STANDARD DISK, STAMPED G 118 1934.
 ME0838
 ME0838                          STATION RECOVERY (1985)
 ME0838
 ME0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0838'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1042 ***********************************************************************
 RL1042  DESIGNATION -  G 119
 RL1042  PID         -  RL1042
 RL1042  STATE/COUNTY-  MI/GOGEBIC
 RL1042  COUNTRY     -  US
 RL1042  USGS QUAD   -  IMP LAKE (2017)
 RL1042
 RL1042                         *CURRENT SURVEY CONTROL
 RL1042  ______________________________________________________________________
 RL1042* NAD 83(1986) POSITION- 46 12 15.     (N) 089 01 14.     (W)   SCALED
 RL1042* NAVD 88 ORTHO HEIGHT -   545.645 (meters)     1790.17  (feet) ADJUSTED
 RL1042  ______________________________________________________________________
 RL1042  GEOID HEIGHT    -        -31.483 (meters)                     GEOID18
 RL1042  DYNAMIC HEIGHT  -        545.654 (meters)     1790.20  (feet) COMP
 RL1042  MODELED GRAVITY -    980,612.2   (mgal)                       NAVD 88
 RL1042
 RL1042  VERT ORDER      -  SECOND    CLASS 0
 RL1042
 RL1042.The horizontal coordinates were scaled from a map and have
 RL1042.an estimated accuracy of +/- 6 seconds.
 RL1042
 RL1042.The orthometric height was determined by differential leveling and
 RL1042.adjusted by the NATIONAL GEODETIC SURVEY
 RL1042.in June 1991.
 RL1042
 RL1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1042.GEOID18 height accuracy estimate available here.
 RL1042
 RL1042.Click photographs - Photos may exist for this station.
 RL1042
 RL1042.The dynamic height is computed by dividing the NAVD 88
 RL1042.geopotential number by the normal gravity value computed on the
 RL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1042.degrees latitude (g = 980.6199 gals.).
 RL1042
 RL1042.The modeled gravity was interpolated from observed gravity values.
 RL1042
 RL1042;                    North         East    Units  Estimated Accuracy
 RL1042;SPC MI N     -   159,900.    7,844,090.      MT  (+/- 180 meters Scaled)
 RL1042
 RL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS441187(NAD 83)
 RL1042
 RL1042                          SUPERSEDED SURVEY CONTROL
 RL1042
 RL1042  NGVD 29 (??/??/92)  545.662  (m)         1790.23   (f) ADJ UNCH    2 0
 RL1042
 RL1042.Superseded values are not recommended for survey control.
 RL1042
 RL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1042.See file dsdata.pdf to determine how the superseded data were derived.
 RL1042
 RL1042_MARKER: DB = BENCH MARK DISK
 RL1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1042_STAMPING: G 119 1948
 RL1042_MARK LOGO: CGS
 RL1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1042+STABILITY: SURFACE MOTION
 RL1042
 RL1042  HISTORY     - Date     Condition        Report By
 RL1042  HISTORY     - 1948     MONUMENTED       CGS
 RL1042  HISTORY     - 1988     GOOD             USPSQD
 RL1042  HISTORY     - 20000620 MARK NOT FOUND   MIDT
 RL1042
 RL1042                          STATION DESCRIPTION
 RL1042
 RL1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1042'9 MI SE FROM WATERSMEET.
 RL1042'ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1042'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, AT THE TOP OF
 RL1042'A GRADE AND AT A CROSS ROAD (NORTHEAST TO TAMARACK LAKE AND
 RL1042'SOUTHWEST TO LAC VIEUX DESERT AND INDIAN VILLAGE) (CROSSROAD
 RL1042'ALSO MARKED MISSISSIPPI RIVER - LAKE SUPERIOR AND LAKE MICHIGAN
 RL1042'WATER SHEDS) 133 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL1042'HIGHWAY, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 RL1042'SOUTHWEST, 58 FEET SOUTHWEST OF A HIGHWAY R/W MARKER, 2 FEET
 RL1042'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 RL1042'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1042
 RL1042                          STATION RECOVERY (1988)
 RL1042
 RL1042'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1042'RECOVERED IN GOOD CONDITION.
 RL1042
 RL1042                          STATION RECOVERY (2000)
 RL1042
 RL1042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1042'CONCRETE POST WAS FOUND DESTROYED AND THE WAS DISK RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0113 ***********************************************************************
 QK0113  DESIGNATION -  G 12
 QK0113  PID         -  QK0113
 QK0113  STATE/COUNTY-  MI/CHEBOYGAN
 QK0113  COUNTRY     -  US
 QK0113  USGS QUAD   -  INDIAN RIVER (2017)
 QK0113
 QK0113                         *CURRENT SURVEY CONTROL
 QK0113  ______________________________________________________________________
 QK0113* NAD 83(1986) POSITION- 45 27 18.     (N) 084 35 22.     (W)   SCALED
 QK0113* NAVD 88 ORTHO HEIGHT -   187.365 (meters)      614.71  (feet) ADJUSTED
 QK0113  ______________________________________________________________________
 QK0113  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 QK0113  DYNAMIC HEIGHT  -        187.363 (meters)      614.71  (feet) COMP
 QK0113  MODELED GRAVITY -    980,601.9   (mgal)                       NAVD 88
 QK0113
 QK0113  VERT ORDER      -  FIRST     CLASS II
 QK0113
 QK0113.The horizontal coordinates were scaled from a map and have
 QK0113.an estimated accuracy of +/- 6 seconds.
 QK0113
 QK0113.The orthometric height was determined by differential leveling and
 QK0113.adjusted by the NATIONAL GEODETIC SURVEY
 QK0113.in June 1991.
 QK0113
 QK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0113.GEOID18 height accuracy estimate available here.
 QK0113
 QK0113.Click photographs - Photos may exist for this station.
 QK0113
 QK0113.The dynamic height is computed by dividing the NAVD 88
 QK0113.geopotential number by the normal gravity value computed on the
 QK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0113.degrees latitude (g = 980.6199 gals.).
 QK0113
 QK0113.The modeled gravity was interpolated from observed gravity values.
 QK0113
 QK0113;                    North         East    Units  Estimated Accuracy
 QK0113;SPC MI C     -   237,640.    5,982,580.      MT  (+/- 180 meters Scaled)
 QK0113
 QK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR884363(NAD 83)
 QK0113
 QK0113                          SUPERSEDED SURVEY CONTROL
 QK0113
 QK0113  NGVD 29 (??/??/92)  187.383  (m)          614.77   (f) ADJ UNCH    1 2
 QK0113
 QK0113.Superseded values are not recommended for survey control.
 QK0113
 QK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0113.See file dsdata.pdf to determine how the superseded data were derived.
 QK0113
 QK0113_MARKER: DB = BENCH MARK DISK
 QK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0113_STAMPING: ELEV 614.772 FT G 12 1916
 QK0113_MARK LOGO: CGS
 QK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0113+STABILITY: SURFACE MOTION
 QK0113
 QK0113  HISTORY     - Date     Condition        Report By
 QK0113  HISTORY     - 1916     MONUMENTED       CGS
 QK0113  HISTORY     - 1934     GOOD             CGS
 QK0113  HISTORY     - 1973     MARK NOT FOUND   NGS
 QK0113  HISTORY     - 1982     MARK NOT FOUND   USGS
 QK0113
 QK0113                          STATION DESCRIPTION
 QK0113
 QK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0113'AT GRAND VIEW.
 QK0113'AT GRAND VIEW, CHEBOYGAN COUNTY, ON THE MICHIGAN CENTRAL RAILROAD
 QK0113'0.3 MILE SOUTH OF MILEPOST 30, 0.2 MILE NORTH OF A ROAD CROSSING,
 QK0113'10 YARDS NORTH OF THE OLD SITE OF THE STATION, OPPOSITE A BLUFF
 QK0113'ON THE WEST SIDE OF THE TRACK, 44.3 FEET EAST OF THE EAST RAIL,
 QK0113'AND 1-1/2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0113'ELEV. 614.772 FT. G 12 1916 AND SET IN THE TOP OF A CONCRETE
 QK0113'POST PROJECTING 10 INCHES ABOVE GROUND.
 QK0113
 QK0113                          STATION RECOVERY (1973)
 QK0113
 QK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QK0113'MARK NOT FOUND.
 QK0113
 QK0113                          STATION RECOVERY (1982)
 QK0113
 QK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QK0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0389 ***********************************************************************
 RL0389  DESIGNATION -  G 120
 RL0389  PID         -  RL0389
 RL0389  STATE/COUNTY-  MI/IRON
 RL0389  COUNTRY     -  US
 RL0389  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0389
 RL0389                         *CURRENT SURVEY CONTROL
 RL0389  ______________________________________________________________________
 RL0389* NAD 83(1986) POSITION- 46 13 09.     (N) 088 58 03.     (W)   SCALED
 RL0389* NAVD 88 ORTHO HEIGHT -   503.999 (meters)     1653.54  (feet) ADJUSTED
 RL0389  ______________________________________________________________________
 RL0389  GEOID HEIGHT    -        -31.564 (meters)                     GEOID18
 RL0389  DYNAMIC HEIGHT  -        504.007 (meters)     1653.56  (feet) COMP
 RL0389  MODELED GRAVITY -    980,614.2   (mgal)                       NAVD 88
 RL0389
 RL0389  VERT ORDER      -  SECOND    CLASS 0
 RL0389
 RL0389.The horizontal coordinates were scaled from a map and have
 RL0389.an estimated accuracy of +/- 6 seconds.
 RL0389
 RL0389.The orthometric height was determined by differential leveling and
 RL0389.adjusted by the NATIONAL GEODETIC SURVEY
 RL0389.in June 1991.
 RL0389
 RL0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0389.GEOID18 height accuracy estimate available here.
 RL0389
 RL0389.Click photographs - Photos may exist for this station.
 RL0389
 RL0389.The dynamic height is computed by dividing the NAVD 88
 RL0389.geopotential number by the normal gravity value computed on the
 RL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0389.degrees latitude (g = 980.6199 gals.).
 RL0389
 RL0389.The modeled gravity was interpolated from observed gravity values.
 RL0389
 RL0389;                    North         East    Units  Estimated Accuracy
 RL0389;SPC MI N     -   161,470.    7,848,220.      MT  (+/- 180 meters Scaled)
 RL0389
 RL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS482202(NAD 83)
 RL0389
 RL0389                          SUPERSEDED SURVEY CONTROL
 RL0389
 RL0389  NGVD 29 (??/??/92)  504.017  (m)         1653.60   (f) ADJ UNCH    2 0
 RL0389
 RL0389.Superseded values are not recommended for survey control.
 RL0389
 RL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0389.See file dsdata.pdf to determine how the superseded data were derived.
 RL0389
 RL0389_MARKER: DB = BENCH MARK DISK
 RL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0389_STAMPING: G 120 1948
 RL0389_MARK LOGO: CGS
 RL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0389+STABILITY: SURFACE MOTION
 RL0389
 RL0389  HISTORY     - Date     Condition        Report By
 RL0389  HISTORY     - 1948     MONUMENTED       CGS
 RL0389
 RL0389                          STATION DESCRIPTION
 RL0389
 RL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0389'12 MI E FROM WATERSMEET.
 RL0389'9.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RL0389'U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 2.95 MILES NORTHEAST
 RL0389'ALONG A GRAVEL ROAD LEADING TO TAMARACK LAKE, ON THE OUTSIDE
 RL0389'OF A LONG CURVE WITH TANGENTS NORTH AND SOUTHWEST, 19 FEET EAST
 RL0389'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF THE CENTER
 RL0389'LINE OF A SHORT TRAIL EAST TO A CAMP SITE, 13 FEET NORTHWEST
 RL0389'OF A 20-INCH MAPLE TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 RL0389'WITNESS POST, LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0389'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0402 ***********************************************************************
 RL0402  DESIGNATION -  G 121
 RL0402  PID         -  RL0402
 RL0402  STATE/COUNTY-  MI/IRON
 RL0402  COUNTRY     -  US
 RL0402  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0402
 RL0402                         *CURRENT SURVEY CONTROL
 RL0402  ______________________________________________________________________
 RL0402* NAD 83(1986) POSITION- 46 10 29.     (N) 088 52 42.     (W)   SCALED
 RL0402* NAVD 88 ORTHO HEIGHT -   514.957 (meters)     1689.49  (feet) ADJUSTED
 RL0402  ______________________________________________________________________
 RL0402  GEOID HEIGHT    -        -31.667 (meters)                     GEOID18
 RL0402  DYNAMIC HEIGHT  -        514.966 (meters)     1689.52  (feet) COMP
 RL0402  MODELED GRAVITY -    980,616.2   (mgal)                       NAVD 88
 RL0402
 RL0402  VERT ORDER      -  SECOND    CLASS 0
 RL0402
 RL0402.The horizontal coordinates were scaled from a map and have
 RL0402.an estimated accuracy of +/- 6 seconds.
 RL0402
 RL0402.The orthometric height was determined by differential leveling and
 RL0402.adjusted by the NATIONAL GEODETIC SURVEY
 RL0402.in June 1991.
 RL0402
 RL0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0402.GEOID18 height accuracy estimate available here.
 RL0402
 RL0402.Click photographs - Photos may exist for this station.
 RL0402
 RL0402.The dynamic height is computed by dividing the NAVD 88
 RL0402.geopotential number by the normal gravity value computed on the
 RL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0402.degrees latitude (g = 980.6199 gals.).
 RL0402
 RL0402.The modeled gravity was interpolated from observed gravity values.
 RL0402
 RL0402;                    North         East    Units  Estimated Accuracy
 RL0402;SPC MI N     -   156,360.    7,854,980.      MT  (+/- 180 meters Scaled)
 RL0402
 RL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550151(NAD 83)
 RL0402
 RL0402                          SUPERSEDED SURVEY CONTROL
 RL0402
 RL0402  NGVD 29 (??/??/92)  514.976  (m)         1689.55   (f) ADJ UNCH    2 0
 RL0402
 RL0402.Superseded values are not recommended for survey control.
 RL0402
 RL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0402.See file dsdata.pdf to determine how the superseded data were derived.
 RL0402
 RL0402_MARKER: DB = BENCH MARK DISK
 RL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0402_STAMPING: G 121 1948
 RL0402_MARK LOGO: CGS
 RL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0402+STABILITY: SURFACE MOTION
 RL0402
 RL0402  HISTORY     - Date     Condition        Report By
 RL0402  HISTORY     - 1948     MONUMENTED       CGS
 RL0402  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0402
 RL0402                          STATION DESCRIPTION
 RL0402
 RL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0402'4.2 MI S FROM ELMWOOD.
 RL0402'4.0 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM ITS
 RL0402'CROSSING WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0402'THENCE ABOUT 0.15 MILE SOUTHEAST AND UP HILL TO THE GOLDEN GATE
 RL0402'LOOKOUT TOWER, AT THE LOOKOUT TOWER, 15 FEET SOUTH OF THE
 RL0402'SOUTHWEST LEG OF THE WOODEN LOOKOUT TOWER, 69 FEET SOUTHEAST
 RL0402'OF THE SOUTHEAST CORNER OF A SMALL RESIDENCE, 46 FEET SOUTHEAST
 RL0402'OF THE CENTER OF A WELL WITH PUMP, 2 FEET EAST OF A WHITE WOODEN
 RL0402'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0402'4 INCHES.
 RL0402
 RL0402                          STATION RECOVERY (2002)
 RL0402
 RL0402'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0343 ***********************************************************************
 RL0343  DESIGNATION -  G 122
 RL0343  PID         -  RL0343
 RL0343  STATE/COUNTY-  MI/IRON
 RL0343  COUNTRY     -  US
 RL0343  USGS QUAD   -  KENTON (2017)
 RL0343
 RL0343                         *CURRENT SURVEY CONTROL
 RL0343  ______________________________________________________________________
 RL0343* NAD 83(1986) POSITION- 46 23 04.4    (N) 088 59 12.4    (W)   HD_HELD2
 RL0343* NAVD 88 ORTHO HEIGHT -   491.770 (meters)     1613.42  (feet) ADJUSTED
 RL0343  ______________________________________________________________________
 RL0343  GEOID HEIGHT    -        -31.812 (meters)                     GEOID18
 RL0343  DYNAMIC HEIGHT  -        491.778 (meters)     1613.44  (feet) COMP
 RL0343  MODELED GRAVITY -    980,615.1   (mgal)                       NAVD 88
 RL0343
 RL0343  VERT ORDER      -  SECOND    CLASS 0
 RL0343
 RL0343.The horizontal coordinates were established by autonomous hand held GPS
 RL0343.observations and have an estimated accuracy of +/- 10 meters.
 RL0343
 RL0343.The orthometric height was determined by differential leveling and
 RL0343.adjusted by the NATIONAL GEODETIC SURVEY
 RL0343.in June 1991.
 RL0343
 RL0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0343.GEOID18 height accuracy estimate available here.
 RL0343
 RL0343.Click photographs - Photos may exist for this station.
 RL0343
 RL0343.The dynamic height is computed by dividing the NAVD 88
 RL0343.geopotential number by the normal gravity value computed on the
 RL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0343.degrees latitude (g = 980.6199 gals.).
 RL0343
 RL0343.The modeled gravity was interpolated from observed gravity values.
 RL0343
 RL0343;                    North         East    Units  Estimated Accuracy
 RL0343;SPC MI N     -   179,882.    7,847,198.      MT  (+/- 10 meters HH2 GPS)
 RL0343
 RL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4722938693(NAD 83)
 RL0343
 RL0343                          SUPERSEDED SURVEY CONTROL
 RL0343
 RL0343  NGVD 29 (??/??/92)  491.782  (m)         1613.45   (f) ADJ UNCH    2 0
 RL0343
 RL0343.Superseded values are not recommended for survey control.
 RL0343
 RL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0343.See file dsdata.pdf to determine how the superseded data were derived.
 RL0343
 RL0343_MARKER: DB = BENCH MARK DISK
 RL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0343_STAMPING: G 122 1948
 RL0343_MARK LOGO: CGS
 RL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0343+STABILITY: SURFACE MOTION
 RL0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0343+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0343
 RL0343  HISTORY     - Date     Condition        Report By
 RL0343  HISTORY     - 1948     MONUMENTED       CGS
 RL0343  HISTORY     - 1985     GOOD             NGS
 RL0343  HISTORY     - 20040526 GOOD             GEOCAC
 RL0343
 RL0343                          STATION DESCRIPTION
 RL0343
 RL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0343'5.9 MI SE FROM CALDERWOOD.
 RL0343'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 RL0343'JUNCTION AT CALDERWOOD, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION
 RL0343'OF A ROAD NORTH TO TROUT CREEK, AT THE JUNCTION OF A GRAVEL
 RL0343'ROAD SOUTHEAST, 110 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 RL0343'OF THE NORTH LEG OF ROAD SOUTHEAST, 21 FEET SOUTHWEST OF THE
 RL0343'CENTER LINE OF THE ROAD, AT THE NORTHWEST END OF A 1 1/2 FOOT
 RL0343'CUT 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0343'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0343'4 INCHES.
 RL0343
 RL0343                          STATION RECOVERY (1985)
 RL0343
 RL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0343'RECOVERED IN GOOD CONDITION.
 RL0343
 RL0343                          STATION RECOVERY (2004)
 RL0343
 RL0343'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0343'ALONG (NAT'T FOREST ROAD) FR 4500, ABOUT 0.05 MILE NORTHWEST OF THE
 RL0343'JUNCTION WITH  FR 3636 AND 1 FT SE OF AN EXISTING METAL WITNESS POST
 RL0343'WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0351 ***********************************************************************
 RL0351  DESIGNATION -  G 123
 RL0351  PID         -  RL0351
 RL0351  STATE/COUNTY-  MI/IRON
 RL0351  COUNTRY     -  US
 RL0351  USGS QUAD   -  KENTON (2017)
 RL0351
 RL0351                         *CURRENT SURVEY CONTROL
 RL0351  ______________________________________________________________________
 RL0351* NAD 83(1986) POSITION- 46 23 57.4    (N) 088 55 18.1    (W)   HD_HELD2
 RL0351* NAVD 88 ORTHO HEIGHT -   479.974 (meters)     1574.71  (feet) ADJUSTED
 RL0351  ______________________________________________________________________
 RL0351  GEOID HEIGHT    -        -31.944 (meters)                     GEOID18
 RL0351  DYNAMIC HEIGHT  -        479.984 (meters)     1574.75  (feet) COMP
 RL0351  MODELED GRAVITY -    980,620.0   (mgal)                       NAVD 88
 RL0351
 RL0351  VERT ORDER      -  SECOND    CLASS 0
 RL0351
 RL0351.The horizontal coordinates were established by autonomous hand held GPS
 RL0351.observations and have an estimated accuracy of +/- 10 meters.
 RL0351
 RL0351.The orthometric height was determined by differential leveling and
 RL0351.adjusted by the NATIONAL GEODETIC SURVEY
 RL0351.in June 1991.
 RL0351
 RL0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0351.GEOID18 height accuracy estimate available here.
 RL0351
 RL0351.Click photographs - Photos may exist for this station.
 RL0351
 RL0351.The dynamic height is computed by dividing the NAVD 88
 RL0351.geopotential number by the normal gravity value computed on the
 RL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0351.degrees latitude (g = 980.6199 gals.).
 RL0351
 RL0351.The modeled gravity was interpolated from observed gravity values.
 RL0351
 RL0351;                    North         East    Units  Estimated Accuracy
 RL0351;SPC MI N     -   181,394.    7,852,242.      MT  (+/- 10 meters HH2 GPS)
 RL0351
 RL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5227440205(NAD 83)
 RL0351
 RL0351                          SUPERSEDED SURVEY CONTROL
 RL0351
 RL0351  NGVD 29 (??/??/92)  479.986  (m)         1574.75   (f) ADJ UNCH    2 0
 RL0351
 RL0351.Superseded values are not recommended for survey control.
 RL0351
 RL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0351.See file dsdata.pdf to determine how the superseded data were derived.
 RL0351
 RL0351_MARKER: DB = BENCH MARK DISK
 RL0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0351_STAMPING: G 123 1948
 RL0351_MARK LOGO: CGS
 RL0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0351+STABILITY: SURFACE MOTION
 RL0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0351+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0351
 RL0351  HISTORY     - Date     Condition        Report By
 RL0351  HISTORY     - 1948     MONUMENTED       CGS
 RL0351  HISTORY     - 1985     GOOD             NGS
 RL0351  HISTORY     - 19970625 GOOD             USPSQD
 RL0351  HISTORY     - 20020613 GOOD             USPSQD
 RL0351  HISTORY     - 20040526 GOOD             GEOCAC
 RL0351
 RL0351                          STATION DESCRIPTION
 RL0351
 RL0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0351'7.5 MI SW FROM KENTON.
 RL0351'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE POST
 RL0351'OFFICE AT KENTON, THENCE ABOUT 1.45 MILES SOUTHWEST ALONG A
 RL0351'GRAVEL ROAD, ABOUT 0.5 MILE SOUTHWEST OF A WOODEN BRIDGE OVER
 RL0351'A CREEK, AT THE JUNCTION OF A TRAIL NORTH, 29 FEET NORTHWEST OF
 RL0351'THE CENTER LINE OF THE ROAD, 11 FEET WEST OF THE CENTER LINE
 RL0351'OF THE TRAIL, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0351'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0351'PROJECTING 3 INCHES.
 RL0351
 RL0351                          STATION RECOVERY (1985)
 RL0351
 RL0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (1997)
 RL0351
 RL0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (2002)
 RL0351
 RL0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (2004)
 RL0351
 RL0351'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0351'1 FT NORTH OF AN EXISTING METAL WITNESS POST WITH SIGN ATTACHED AND
 RL0351'5-INCHES BELOW LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0418 ***********************************************************************
 RL0418  DESIGNATION -  G 124
 RL0418  PID         -  RL0418
 RL0418  STATE/COUNTY-  MI/IRON
 RL0418  COUNTRY     -  US
 RL0418  USGS QUAD   -  SMOKY LAKE (2017)
 RL0418
 RL0418                         *CURRENT SURVEY CONTROL
 RL0418  ______________________________________________________________________
 RL0418* NAD 83(1986) POSITION- 46 06 02.     (N) 088 52 36.     (W)   SCALED
 RL0418* NAVD 88 ORTHO HEIGHT -   504.737 (meters)     1655.96  (feet) ADJUSTED
 RL0418  ______________________________________________________________________
 RL0418  GEOID HEIGHT    -        -31.724 (meters)                     GEOID18
 RL0418  DYNAMIC HEIGHT  -        504.740 (meters)     1655.97  (feet) COMP
 RL0418  MODELED GRAVITY -    980,605.2   (mgal)                       NAVD 88
 RL0418
 RL0418  VERT ORDER      -  SECOND    CLASS 0
 RL0418
 RL0418.The horizontal coordinates were scaled from a map and have
 RL0418.an estimated accuracy of +/- 6 seconds.
 RL0418
 RL0418.The orthometric height was determined by differential leveling and
 RL0418.adjusted by the NATIONAL GEODETIC SURVEY
 RL0418.in June 1991.
 RL0418
 RL0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0418.GEOID18 height accuracy estimate available here.
 RL0418
 RL0418.Click photographs - Photos may exist for this station.
 RL0418
 RL0418.The dynamic height is computed by dividing the NAVD 88
 RL0418.geopotential number by the normal gravity value computed on the
 RL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0418.degrees latitude (g = 980.6199 gals.).
 RL0418
 RL0418.The modeled gravity was interpolated from observed gravity values.
 RL0418
 RL0418;                    North         East    Units  Estimated Accuracy
 RL0418;SPC MI N     -   148,120.    7,854,920.      MT  (+/- 180 meters Scaled)
 RL0418
 RL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS549069(NAD 83)
 RL0418
 RL0418                          SUPERSEDED SURVEY CONTROL
 RL0418
 RL0418  NGVD 29 (??/??/92)  504.747  (m)         1655.99   (f) ADJ UNCH    2 0
 RL0418
 RL0418.Superseded values are not recommended for survey control.
 RL0418
 RL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0418.See file dsdata.pdf to determine how the superseded data were derived.
 RL0418
 RL0418_MARKER: DB = BENCH MARK DISK
 RL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0418_STAMPING: G 124 1948
 RL0418_MARK LOGO: CGS
 RL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0418+STABILITY: SURFACE MOTION
 RL0418
 RL0418  HISTORY     - Date     Condition        Report By
 RL0418  HISTORY     - 1948     MONUMENTED       CGS
 RL0418  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0418  HISTORY     - 20050428 MARK NOT FOUND   GEOCAC
 RL0418
 RL0418                          STATION DESCRIPTION
 RL0418
 RL0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0418'8.2 MI SW FROM BEECHWOOD.
 RL0418'8.15 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING
 RL0418'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT 0.55
 RL0418'MILE SOUTHWEST OF PENDELTON CREEK, ABOUT 0.1 MILE NORTHEAST
 RL0418'OF THE TOP OF A GRADE, AT THE JUNCTION OF A TRAIL SOUTHEAST, 33
 RL0418'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET
 RL0418'NORTHEAST OF THE CENTER LINE OF THE TRAIL, 8.5 FEET SOUTHWEST
 RL0418'OF A 20-INCH GRAY BIRCH TREE, 6 FEET NORTHWEST OF AN 18-INCH
 RL0418'MAPLE TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0418'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0418'PROJECTING 3 INCHES.
 RL0418
 RL0418                          STATION RECOVERY (2002)
 RL0418
 RL0418'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0418'MARK NOT FOUND.
 RL0418
 RL0418                          STATION RECOVERY (2005)
 RL0418
 RL0418'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0418'THE SITE LOCATION HAS BEEN GRADED LEVEL WITH THE ROAD.  MARK IS LIKEY
 RL0418'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0256 ***********************************************************************
 RL0256  DESIGNATION -  G 125
 RL0256  PID         -  RL0256
 RL0256  STATE/COUNTY-  MI/IRON
 RL0256  COUNTRY     -  US
 RL0256  USGS QUAD   -  AMASA (2017)
 RL0256
 RL0256                         *CURRENT SURVEY CONTROL
 RL0256  ______________________________________________________________________
 RL0256* NAD 83(1986) POSITION- 46 13 03.     (N) 088 27 38.     (W)   SCALED
 RL0256* NAVD 88 ORTHO HEIGHT -   437.080 (meters)     1433.99  (feet) ADJUSTED
 RL0256  ______________________________________________________________________
 RL0256  GEOID HEIGHT    -        -32.450 (meters)                     GEOID18
 RL0256  DYNAMIC HEIGHT  -        437.091 (meters)     1434.02  (feet) COMP
 RL0256  MODELED GRAVITY -    980,626.7   (mgal)                       NAVD 88
 RL0256
 RL0256  VERT ORDER      -  SECOND    CLASS 0
 RL0256
 RL0256.The horizontal coordinates were scaled from a map and have
 RL0256.an estimated accuracy of +/- 6 seconds.
 RL0256
 RL0256.The orthometric height was determined by differential leveling and
 RL0256.adjusted by the NATIONAL GEODETIC SURVEY
 RL0256.in June 1991.
 RL0256
 RL0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0256.GEOID18 height accuracy estimate available here.
 RL0256
 RL0256.Click photographs - Photos may exist for this station.
 RL0256
 RL0256.The dynamic height is computed by dividing the NAVD 88
 RL0256.geopotential number by the normal gravity value computed on the
 RL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0256.degrees latitude (g = 980.6199 gals.).
 RL0256
 RL0256.The modeled gravity was interpolated from observed gravity values.
 RL0256
 RL0256;                    North         East    Units  Estimated Accuracy
 RL0256;SPC MI N     -   160,440.    7,887,320.      MT  (+/- 180 meters Scaled)
 RL0256
 RL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS873192(NAD 83)
 RL0256
 RL0256                          SUPERSEDED SURVEY CONTROL
 RL0256
 RL0256  NGVD 29 (??/??/92)  437.069  (m)         1433.95   (f) ADJ UNCH    2 0
 RL0256
 RL0256.Superseded values are not recommended for survey control.
 RL0256
 RL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0256.See file dsdata.pdf to determine how the superseded data were derived.
 RL0256
 RL0256_MARKER: DB = BENCH MARK DISK
 RL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0256_STAMPING: G 125 1948
 RL0256_MARK LOGO: CGS
 RL0256_PROJECTION: FLUSH
 RL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0256+STABILITY: SURFACE MOTION
 RL0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0256+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 RL0256
 RL0256  HISTORY     - Date     Condition        Report By
 RL0256  HISTORY     - 1948     MONUMENTED       CGS
 RL0256  HISTORY     - 20090604 GOOD             MIDT
 RL0256
 RL0256                          STATION DESCRIPTION
 RL0256
 RL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0256'1.2 MI SW FROM AMASA.
 RL0256'1.2 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0256'OF U.S. HIGHWAY 141 AT AMASA, AT AN EAST-WEST CROSS ROAD AND
 RL0256'THE JUNCTION OF A ROAD SOUTH, 31 FEET SOUTH OF THE CENTER LINE
 RL0256'OF THE EAST-WEST GRAVEL ROAD, 33 FEET EAST OF THE CENTER LINE
 RL0256'OF THE GRAVEL ROAD SOUTH, 49 FEET SOUTHEAST OF THE CENTER LINE
 RL0256'OF THE HIGHWAY, 6.5 FEET EAST OF POWER POLE NO. 35C N 38 2904
 RL0256'WITH LINES EAST, WEST AND SOUTH, 8.5 FEET EAST OF A FENCE CORNER,
 RL0256'1.2 FEET NORTH OF A WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE
 RL0256'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 RL0256'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0256
 RL0256                          STATION RECOVERY (2009)
 RL0256
 RL0256'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0256'THE STATION IS RECOVERED AS DESCRIBED EXCEPT  ADDITIONAL 2 M (6.6 FT)
 RL0256'SOUTHEAST OF A POWER POLE, 31 M (101.7 FT) NORTH WEST OF NORTHWEST
 RL0256'CORNER OF HOUSE NUMBER 153
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0307 ***********************************************************************
 RL0307  DESIGNATION -  G 127
 RL0307  PID         -  RL0307
 RL0307  STATE/COUNTY-  MI/IRON
 RL0307  COUNTRY     -  US
 RL0307  USGS QUAD   -  TUNIS (2017)
 RL0307
 RL0307                         *CURRENT SURVEY CONTROL
 RL0307  ______________________________________________________________________
 RL0307* NAD 83(1986) POSITION- 46 23 17.     (N) 088 30 52.     (W)   SCALED
 RL0307* NAVD 88 ORTHO HEIGHT -   466.351 (meters)     1530.02  (feet) ADJUSTED
 RL0307  ______________________________________________________________________
 RL0307  GEOID HEIGHT    -        -32.379 (meters)                     GEOID18
 RL0307  DYNAMIC HEIGHT  -        466.372 (meters)     1530.09  (feet) COMP
 RL0307  MODELED GRAVITY -    980,644.4   (mgal)                       NAVD 88
 RL0307
 RL0307  VERT ORDER      -  SECOND    CLASS 0
 RL0307
 RL0307.The horizontal coordinates were scaled from a map and have
 RL0307.an estimated accuracy of +/- 6 seconds.
 RL0307
 RL0307.The orthometric height was determined by differential leveling and
 RL0307.adjusted by the NATIONAL GEODETIC SURVEY
 RL0307.in June 1991.
 RL0307
 RL0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0307.GEOID18 height accuracy estimate available here.
 RL0307
 RL0307.Click photographs - Photos may exist for this station.
 RL0307
 RL0307.The dynamic height is computed by dividing the NAVD 88
 RL0307.geopotential number by the normal gravity value computed on the
 RL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0307.degrees latitude (g = 980.6199 gals.).
 RL0307
 RL0307.The modeled gravity was interpolated from observed gravity values.
 RL0307
 RL0307;                    North         East    Units  Estimated Accuracy
 RL0307;SPC MI N     -   179,470.    7,883,530.      MT  (+/- 180 meters Scaled)
 RL0307
 RL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS835382(NAD 83)
 RL0307
 RL0307                          SUPERSEDED SURVEY CONTROL
 RL0307
 RL0307  NGVD 29 (??/??/92)  466.341  (m)         1529.99   (f) ADJ UNCH    2 0
 RL0307
 RL0307.Superseded values are not recommended for survey control.
 RL0307
 RL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0307.See file dsdata.pdf to determine how the superseded data were derived.
 RL0307
 RL0307_MARKER: DB = BENCH MARK DISK
 RL0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0307_STAMPING: G 127 1948
 RL0307_MARK LOGO: CGS
 RL0307_PROJECTION: PROJECTING 6 CENTIMETERS
 RL0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0307+STABILITY: SURFACE MOTION
 RL0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0307+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 RL0307
 RL0307  HISTORY     - Date     Condition        Report By
 RL0307  HISTORY     - 1948     MONUMENTED       CGS
 RL0307  HISTORY     - 20090604 GOOD             MIDT
 RL0307
 RL0307                          STATION DESCRIPTION
 RL0307
 RL0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0307'0.9 MI NE FROM PARK SIDING.
 RL0307'0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0307'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY STATION AT PARK SIDING,
 RL0307'ABOUT 0.6 MILE WEST OF A BRIDGE OVER WEST NETT RIVER, ABOUT 1.5
 RL0307'MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 141, ABOUT 0.1
 RL0307'MILE WEST OF THE JUNCTION OF A PRIVATE ROAD NORTHWEST AND A SIGN
 RL0307'EDWARDS, 80 YARDS EAST OF A FENCE GAP AND A TWIN TOP SPRUCE
 RL0307'TREE, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 RL0307'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0307'7 INCHES.
 RL0307
 RL0307                          STATION RECOVERY (2009)
 RL0307
 RL0307'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0307'TO REACH FROM THE INTERSECTION OF IRON/BARAGA COUNTY LINE AND US 141
 RL0307'SOUTH 2.4 MI (3.9 KM) TO CABLE LAKE ROAD, WEST ON CABLE LAKE ROAD 1.9
 RL0307'MI (3.1 KM) TO STATION ON THE RIGHT.
 RL0307'
 RL0307'THE STATION IS 625 FT (190.5 M) WESTERLY ALONG CENTERLINE OF CABLE
 RL0307'LAKE ROAD FROM THE WEST SIDE OF A WHITE HOUSE WITH A GREEN METAL ROOF,
 RL0307'10 M (32.8 FT) NORTH OF THE CENTERLINE OF CABLE LAKE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0666 ***********************************************************************
 RL0666  DESIGNATION -  G 128
 RL0666  PID         -  RL0666
 RL0666  STATE/COUNTY-  MI/BARAGA
 RL0666  COUNTRY     -  US
 RL0666  USGS QUAD   -  COVINGTON (2017)
 RL0666
 RL0666                         *CURRENT SURVEY CONTROL
 RL0666  ______________________________________________________________________
 RL0666* NAD 83(1986) POSITION- 46 33 53.     (N) 088 31 57.     (W)   SCALED
 RL0666* NAVD 88 ORTHO HEIGHT -   492.322 (meters)     1615.23  (feet) ADJUSTED
 RL0666  ______________________________________________________________________
 RL0666  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 RL0666  DYNAMIC HEIGHT  -        492.333 (meters)     1615.26  (feet) COMP
 RL0666  MODELED GRAVITY -    980,622.1   (mgal)                       NAVD 88
 RL0666
 RL0666  VERT ORDER      -  SECOND    CLASS 0
 RL0666
 RL0666.The horizontal coordinates were scaled from a map and have
 RL0666.an estimated accuracy of +/- 6 seconds.
 RL0666
 RL0666.The orthometric height was determined by differential leveling and
 RL0666.adjusted by the NATIONAL GEODETIC SURVEY
 RL0666.in June 1991.
 RL0666
 RL0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0666.GEOID18 height accuracy estimate available here.
 RL0666
 RL0666.Click photographs - Photos may exist for this station.
 RL0666
 RL0666.The dynamic height is computed by dividing the NAVD 88
 RL0666.geopotential number by the normal gravity value computed on the
 RL0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0666.degrees latitude (g = 980.6199 gals.).
 RL0666
 RL0666.The modeled gravity was interpolated from observed gravity values.
 RL0666
 RL0666;                    North         East    Units  Estimated Accuracy
 RL0666;SPC MI N     -   199,130.    7,882,520.      MT  (+/- 180 meters Scaled)
 RL0666
 RL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS825579(NAD 83)
 RL0666
 RL0666                          SUPERSEDED SURVEY CONTROL
 RL0666
 RL0666  NGVD 29 (??/??/92)  492.301  (m)         1615.16   (f) ADJ UNCH    2 0
 RL0666
 RL0666.Superseded values are not recommended for survey control.
 RL0666
 RL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0666.See file dsdata.pdf to determine how the superseded data were derived.
 RL0666
 RL0666_MARKER: DB = BENCH MARK DISK
 RL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0666_STAMPING: G 128 1948
 RL0666_MARK LOGO: CGS
 RL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0666+STABILITY: SURFACE MOTION
 RL0666
 RL0666  HISTORY     - Date     Condition        Report By
 RL0666  HISTORY     - 1948     MONUMENTED       CGS
 RL0666  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0666  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0666  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0666  HISTORY     - 20040711 MARK NOT FOUND   GEOCAC
 RL0666
 RL0666                          STATION DESCRIPTION
 RL0666
 RL0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0666'1.8 MI NE FROM COVINGTON.
 RL0666'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION AT
 RL0666'COVINGTON, THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD, IN THE
 RL0666'NORTHWEST QUARTER OF THE INTESECTION WITH AN EAST-WEST CROSS
 RL0666'ROAD, ABOUT 110 YARDS NORTH OF A CHURCH ON THE EAST SIDE OF
 RL0666'THE ROAD, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 RL0666'23 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 28 FEET NORTH
 RL0666'OF POWER POLE NO. 41884, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 RL0666'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0666'MAIN ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0666
 RL0666                          STATION RECOVERY (1982)
 RL0666
 RL0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (1985)
 RL0666
 RL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (1992)
 RL0666
 RL0666'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (2004)
 RL0666
 RL0666'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0666'THE EAST-WEST ROAD IS NAMED 'SECTION 16 ROAD' AND IT CONNECTS US-41
 RL0666'WITH PLAINS ROAD, IT HAS BEEN RECENTLY RECONSTRUCTED. THE ROAD SOUTH
 RL0666'IS SIGNED 'STENSON RD' AND THE ROAD NORTH (DEAD END) IS SIGNED 'VEDDER
 RL0666'RD'.
 RL0666'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0655 ***********************************************************************
 RL0655  DESIGNATION -  G 129
 RL0655  PID         -  RL0655
 RL0655  STATE/COUNTY-  MI/BARAGA
 RL0655  COUNTRY     -  US
 RL0655  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0655
 RL0655                         *CURRENT SURVEY CONTROL
 RL0655  ______________________________________________________________________
 RL0655* NAD 83(1986) POSITION- 46 43 36.     (N) 088 34 53.     (W)   SCALED
 RL0655* NAVD 88 ORTHO HEIGHT -   259.142 (meters)      850.20  (feet) ADJUSTED
 RL0655  ______________________________________________________________________
 RL0655  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 RL0655  DYNAMIC HEIGHT  -        259.154 (meters)      850.24  (feet) COMP
 RL0655  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 RL0655
 RL0655  VERT ORDER      -  SECOND    CLASS 0
 RL0655
 RL0655.The horizontal coordinates were scaled from a map and have
 RL0655.an estimated accuracy of +/- 6 seconds.
 RL0655
 RL0655.The orthometric height was determined by differential leveling and
 RL0655.adjusted by the NATIONAL GEODETIC SURVEY
 RL0655.in June 1991.
 RL0655
 RL0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0655.GEOID18 height accuracy estimate available here.
 RL0655
 RL0655.Click photographs - Photos may exist for this station.
 RL0655
 RL0655.The dynamic height is computed by dividing the NAVD 88
 RL0655.geopotential number by the normal gravity value computed on the
 RL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0655.degrees latitude (g = 980.6199 gals.).
 RL0655
 RL0655.The modeled gravity was interpolated from observed gravity values.
 RL0655
 RL0655;                    North         East    Units  Estimated Accuracy
 RL0655;SPC MI N     -   217,200.    7,879,130.      MT  (+/- 180 meters Scaled)
 RL0655
 RL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS791760(NAD 83)
 RL0655
 RL0655                          SUPERSEDED SURVEY CONTROL
 RL0655
 RL0655  NGVD 29 (??/??/92)  259.115  (m)          850.11   (f) ADJ UNCH    2 0
 RL0655
 RL0655.Superseded values are not recommended for survey control.
 RL0655
 RL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0655.See file dsdata.pdf to determine how the superseded data were derived.
 RL0655
 RL0655_MARKER: DB = BENCH MARK DISK
 RL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0655_STAMPING: G 129 1948
 RL0655_MARK LOGO: CGS
 RL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0655+STABILITY: SURFACE MOTION
 RL0655
 RL0655  HISTORY     - Date     Condition        Report By
 RL0655  HISTORY     - 1948     MONUMENTED       CGS
 RL0655  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0655  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0655
 RL0655                          STATION DESCRIPTION
 RL0655
 RL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0655'5.2 MI SW FROM BARAGA.
 RL0655'5.15 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0655'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF THE BARAGA STATE PARK
 RL0655'AT BARAGA, ABOUT 1.45 MILES SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0655'WEST TO SIDNAW, AT THE JUNCTION OF A ROAD SOUTHEAST TO KELLY
 RL0655'LAKE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET
 RL0655'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST TO KELLY
 RL0655'LAKE, 47.5 FEET SOUTHWEST OF A 20-INCH LONG LEAF PINE, 2 FEET
 RL0655'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0655'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0655
 RL0655                          STATION RECOVERY (1982)
 RL0655
 RL0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0655'MARK NOT FOUND.
 RL0655
 RL0655                          STATION RECOVERY (1992)
 RL0655
 RL0655'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0149 ***********************************************************************
 PL0149  DESIGNATION -  G 13
 PL0149  PID         -  PL0149
 PL0149  STATE/COUNTY-  MI/CRAWFORD
 PL0149  COUNTRY     -  US
 PL0149  USGS QUAD   -  GRAYLING (2017)
 PL0149
 PL0149                         *CURRENT SURVEY CONTROL
 PL0149  ______________________________________________________________________
 PL0149* NAD 83(1986) POSITION- 44 43 16.     (N) 084 44 51.     (W)   SCALED
 PL0149* NAVD 88 ORTHO HEIGHT -   358.946 (meters)     1177.64  (feet) ADJUSTED
 PL0149  ______________________________________________________________________
 PL0149  GEOID HEIGHT    -        -34.463 (meters)                     GEOID18
 PL0149  DYNAMIC HEIGHT  -        358.899 (meters)     1177.49  (feet) COMP
 PL0149  MODELED GRAVITY -    980,477.2   (mgal)                       NAVD 88
 PL0149
 PL0149  VERT ORDER      -  FIRST     CLASS II
 PL0149
 PL0149.The horizontal coordinates were scaled from a map and have
 PL0149.an estimated accuracy of +/- 6 seconds.
 PL0149
 PL0149.The orthometric height was determined by differential leveling and
 PL0149.adjusted by the NATIONAL GEODETIC SURVEY
 PL0149.in June 1991.
 PL0149
 PL0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0149.GEOID18 height accuracy estimate available here.
 PL0149
 PL0149.Click photographs - Photos may exist for this station.
 PL0149
 PL0149.The dynamic height is computed by dividing the NAVD 88
 PL0149.geopotential number by the normal gravity value computed on the
 PL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0149.degrees latitude (g = 980.6199 gals.).
 PL0149
 PL0149.The modeled gravity was interpolated from observed gravity values.
 PL0149
 PL0149;                    North         East    Units  Estimated Accuracy
 PL0149;SPC MI C     -   156,130.    5,969,830.      MT  (+/- 180 meters Scaled)
 PL0149
 PL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ783544(NAD 83)
 PL0149
 PL0149                          SUPERSEDED SURVEY CONTROL
 PL0149
 PL0149  NGVD 29 (??/??/92)  359.042  (m)         1177.96   (f) ADJ UNCH    1 2
 PL0149
 PL0149.Superseded values are not recommended for survey control.
 PL0149
 PL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0149.See file dsdata.pdf to determine how the superseded data were derived.
 PL0149
 PL0149_MARKER: DB = BENCH MARK DISK
 PL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0149_STAMPING: ELEV 1177.957 FT G 13 1916
 PL0149_MARK LOGO: CGS
 PL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0149+STABILITY: SURFACE MOTION
 PL0149
 PL0149  HISTORY     - Date     Condition        Report By
 PL0149  HISTORY     - 1916     MONUMENTED       CGS
 PL0149  HISTORY     - 1949     GOOD             CGS
 PL0149  HISTORY     - 1976     MARK NOT FOUND   NGS
 PL0149
 PL0149                          STATION DESCRIPTION
 PL0149
 PL0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0149'4 MI S FROM FREDERIC.
 PL0149'4.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0149'CRAWFORD COUNTY, 120 FEET NORTH OF MILEPOST 85, 44.4 FEET EAST
 PL0149'OF THE EAST RAIL, AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD
 PL0149'DISK, STAMPED ELEV. 1177.957 FT. G 13 1916 AND SET IN THE TOP OF
 PL0149'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PL0149
 PL0149                          STATION RECOVERY (1976)
 PL0149
 PL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0848 ***********************************************************************
 RL0848  DESIGNATION -  G 130
 RL0848  PID         -  RL0848
 RL0848  STATE/COUNTY-  MI/ONTONAGON
 RL0848  COUNTRY     -  US
 RL0848  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0848
 RL0848                         *CURRENT SURVEY CONTROL
 RL0848  ______________________________________________________________________
 RL0848* NAD 83(1986) POSITION- 46 46 34.     (N) 089 21 42.     (W)   SCALED
 RL0848* NAVD 88 ORTHO HEIGHT -   258.228 (meters)      847.20  (feet) ADJUSTED
 RL0848  ______________________________________________________________________
 RL0848  GEOID HEIGHT    -        -31.314 (meters)                     GEOID18
 RL0848  DYNAMIC HEIGHT  -        258.263 (meters)      847.32  (feet) COMP
 RL0848  MODELED GRAVITY -    980,744.8   (mgal)                       NAVD 88
 RL0848
 RL0848  VERT ORDER      -  SECOND    CLASS 0
 RL0848
 RL0848.The horizontal coordinates were scaled from a map and have
 RL0848.an estimated accuracy of +/- 6 seconds.
 RL0848
 RL0848.The orthometric height was determined by differential leveling and
 RL0848.adjusted by the NATIONAL GEODETIC SURVEY
 RL0848.in June 1991.
 RL0848
 RL0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0848.GEOID18 height accuracy estimate available here.
 RL0848
 RL0848.Click photographs - Photos may exist for this station.
 RL0848
 RL0848.The dynamic height is computed by dividing the NAVD 88
 RL0848.geopotential number by the normal gravity value computed on the
 RL0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0848.degrees latitude (g = 980.6199 gals.).
 RL0848
 RL0848.The modeled gravity was interpolated from observed gravity values.
 RL0848
 RL0848;                    North         East    Units  Estimated Accuracy
 RL0848;SPC MI N     -   224,180.    7,819,670.      MT  (+/- 180 meters Scaled)
 RL0848
 RL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS197829(NAD 83)
 RL0848
 RL0848                          SUPERSEDED SURVEY CONTROL
 RL0848
 RL0848  NGVD 29 (??/??/92)  258.251  (m)          847.28   (f) ADJ UNCH    2 0
 RL0848
 RL0848.Superseded values are not recommended for survey control.
 RL0848
 RL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0848.See file dsdata.pdf to determine how the superseded data were derived.
 RL0848
 RL0848_MARKER: DB = BENCH MARK DISK
 RL0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0848_SP_SET: BOX CULVERT HEADWALL
 RL0848_STAMPING: G 130 1948
 RL0848_MARK LOGO: CGS
 RL0848_PROJECTION: FLUSH
 RL0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0848+STABILITY: SURFACE MOTION
 RL0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0848+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2024
 RL0848
 RL0848  HISTORY     - Date     Condition        Report By
 RL0848  HISTORY     - 1948     MONUMENTED       CGS
 RL0848  HISTORY     - 1984     POOR             NGS
 RL0848  HISTORY     - 19960626 POOR             USPSQD
 RL0848  HISTORY     - 20010615 POOR             USPSQD
 RL0848  HISTORY     - 20040504 POOR             GEOCAC
 RL0848  HISTORY     - 20040811 GOOD             USPSQD
 RL0848  HISTORY     - 20240525 GOOD             MITU
 RL0848
 RL0848                          STATION DESCRIPTION
 RL0848
 RL0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0848'7.6 MI SW FROM ONTONAGON.
 RL0848'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0848'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 6.15 MILES SOUTHWEST
 RL0848'ALONG THE MATCHWOOD ROAD, ABOUT 0.25 MILE SOUTH OF THE JUNCTION
 RL0848'OF A ROAD WEST AND DIM ROAD EAST, SET IN THE CENTER OF THE
 RL0848'EAST HEAD WALL OF A 6 BY 4-FOOT CONCRETE BOX CULVERT, 17 FEET
 RL0848'EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE
 RL0848'ROAD LEVEL.
 RL0848
 RL0848                          STATION RECOVERY (1984)
 RL0848
 RL0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0848'RECOVERED WITH THE TOP 1/8 INCH OR SO OF THE DISK SCRAPED OFF BY
 RL0848'PROBABLY EITHER A ROAD GRADER OR A SNOW PLOW. THE DESCRIPTION IS GOOD
 RL0848'WITH ONE ADDITION, MATCHWOOD ROAD IS NOW NORWICH ROAD.
 RL0848
 RL0848                          STATION RECOVERY (1996)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0848'MARK RECOVERED IN POOR CONDITION.
 RL0848
 RL0848                          STATION RECOVERY (2001)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0848'TOP SURFACE SCRAPED BY PLOW.
 RL0848
 RL0848                          STATION RECOVERY (2004)
 RL0848
 RL0848'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0848'THE SOUTHEAST CULVERT CORNER IS TIPPED UP INDICATING VERTICAL
 RL0848'MOVEMENT.  CULVERT APPEARS TO BE UNSTABLE, AREA IS A MARSH.  THE DISK
 RL0848'IS NEAR LEVEL WITH THE PAVEMENT AND HAS BEEN HIT HARD ENOUGH TO SCRAP
 RL0848'AWAY A PORTION OF THE SURFACE.
 RL0848'
 RL0848'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ENTIRE ROUTE.
 RL0848
 RL0848                          STATION RECOVERY (2004)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0848'RECOVERED IN GOOD CONDITION.
 RL0848
 RL0848                          STATION RECOVERY (2024)
 RL0848
 RL0848'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL0848'THE SURVEY MARKER WAS FOUND AS DESCRIBED BY THE 1984 AND 2004 RECOVERY
 RL0848'NOTES.  IT IS GENERALLY IN GOOD CONDITION EXCEPT FOR THE SCRAPED UPPER
 RL0848'PORTION OF THE METAL DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1361 ***********************************************************************
 RL1361  DESIGNATION -  G 131
 RL1361  PID         -  RL1361
 RL1361  STATE/COUNTY-  MI/ONTONAGON
 RL1361  COUNTRY     -  US
 RL1361  USGS QUAD   -  BERGLAND NE (2017)
 RL1361
 RL1361                         *CURRENT SURVEY CONTROL
 RL1361  ______________________________________________________________________
 RL1361* NAD 83(1986) POSITION- 46 38 59.8    (N) 089 33 07.3    (W)   HD_HELD2
 RL1361* NAVD 88 ORTHO HEIGHT -   444.159 (meters)     1457.21  (feet) ADJUSTED
 RL1361  ______________________________________________________________________
 RL1361  GEOID HEIGHT    -        -30.910 (meters)                     GEOID18
 RL1361  DYNAMIC HEIGHT  -        444.197 (meters)     1457.34  (feet) COMP
 RL1361  MODELED GRAVITY -    980,684.8   (mgal)                       NAVD 88
 RL1361
 RL1361  VERT ORDER      -  SECOND    CLASS 0
 RL1361
 RL1361.The horizontal coordinates were established by autonomous hand held GPS
 RL1361.observations and have an estimated accuracy of +/- 10 meters.
 RL1361
 RL1361.The orthometric height was determined by differential leveling and
 RL1361.adjusted by the NATIONAL GEODETIC SURVEY
 RL1361.in June 1991.
 RL1361
 RL1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1361.GEOID18 height accuracy estimate available here.
 RL1361
 RL1361.Click photographs - Photos may exist for this station.
 RL1361
 RL1361.The dynamic height is computed by dividing the NAVD 88
 RL1361.geopotential number by the normal gravity value computed on the
 RL1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1361.degrees latitude (g = 980.6199 gals.).
 RL1361
 RL1361.The modeled gravity was interpolated from observed gravity values.
 RL1361
 RL1361;                    North         East    Units  Estimated Accuracy
 RL1361;SPC MI N     -   210,609.    7,804,688.      MT  (+/- 10 meters HH2 GPS)
 RL1361
 RL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0472069428(NAD 83)
 RL1361
 RL1361                          SUPERSEDED SURVEY CONTROL
 RL1361
 RL1361  NGVD 29 (??/??/92)  444.172  (m)         1457.25   (f) ADJ UNCH    2 0
 RL1361
 RL1361.Superseded values are not recommended for survey control.
 RL1361
 RL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1361.See file dsdata.pdf to determine how the superseded data were derived.
 RL1361
 RL1361_MARKER: DB = BENCH MARK DISK
 RL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1361_STAMPING: G 131 1948
 RL1361_MARK LOGO: CGS
 RL1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1361+STABILITY: SURFACE MOTION
 RL1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1361+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 RL1361
 RL1361  HISTORY     - Date     Condition        Report By
 RL1361  HISTORY     - 1948     MONUMENTED       CGS
 RL1361  HISTORY     - 1987     GOOD             USPSQD
 RL1361  HISTORY     - 1989     GOOD             USPSQD
 RL1361  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1361  HISTORY     - 20000808 GOOD             MIDT
 RL1361  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1361  HISTORY     - 20061022 GOOD             GEOCAC
 RL1361
 RL1361                          STATION DESCRIPTION
 RL1361
 RL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1361'5 MI NE FROM BERGLAND.
 RL1361'ABOUT 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1361'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, AT THE SOUTH END OF
 RL1361'A CURVE WITH TANGENTS SOUTH AND NORTHWEST, 22 FEET WEST OF THE
 RL1361'CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A TRIANGULAR BLAZED
 RL1361'5-INCH ELM TREE, 19 FEET SOUTHEAST OF A 20-INCH MAPLE TREE
 RL1361'WITH U.S.G.S. TBM NO. 1457.8 IN EAST ROOT, 20 FEET NORTH OF
 RL1361'A TRIANGULAR BLAZED 4-INCH ASH TREE, 2.5 FEET SOUTH OF A WHITE
 RL1361'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 RL1361'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RL1361
 RL1361                          STATION RECOVERY (1987)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1361'RECOVERED IN GOOD CONDITION.
 RL1361
 RL1361                          STATION RECOVERY (1989)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1361'RECOVERED IN GOOD CONDITION.
 RL1361
 RL1361                          STATION RECOVERY (1995)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1361'MARK NOT FOUND.
 RL1361
 RL1361                          STATION RECOVERY (2000)
 RL1361
 RL1361'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1361'BERGLAND, 2 MI N ALONG HWY-64 FROM JUCTION WITH HWY-28, THENCE 2.99 MI
 RL1361'E AND N ALONG GRAVEL ROAD (OLD HWY-64) TO MARK ON LEFT, 0.07 MI S OF A
 RL1361'WOODS ROAD TO THE WEST, NEAR THE BEGINNING OF A CURVE IN THE ROAD TO
 RL1361'THE LEFT, 22 FT W OF THE C/L ROAD, 2.5 FT W OF WITNESS POST AND 1 FT
 RL1361'ABOVE GROUND.
 RL1361
 RL1361                          STATION RECOVERY (2004)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1361'MARK NOT FOUND.
 RL1361
 RL1361                          STATION RECOVERY (2006)
 RL1361
 RL1361'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 RL1361'ABOUT 4.9 MILE SOUTH ALONG A GRAVEL ROAD (OLD HWY 64) FROM ITS
 RL1361'JUNCTION WITH STATE HWY 64 TO MARK ON THE RIGHT. ABOUT 0.1 MILE NORTH
 RL1361'OF A NEW COMMUNICATIONS TOWER.  2.2 FT WEST OF A METAL WITNESS POST,
 RL1361'PROJECTING 1 FT ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0047 ***********************************************************************
 RM0047  DESIGNATION -  G 132
 RM0047  PID         -  RM0047
 RM0047  STATE/COUNTY-  MI/GOGEBIC
 RM0047  COUNTRY     -  US
 RM0047  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0047
 RM0047                         *CURRENT SURVEY CONTROL
 RM0047  ______________________________________________________________________
 RM0047* NAD 83(1986) POSITION- 46 31 15.38   (N) 090 09 25.38   (W)   HD_HELD1
 RM0047* NAVD 88 ORTHO HEIGHT -   375.374 (meters)     1231.54  (feet) ADJUSTED
 RM0047  ______________________________________________________________________
 RM0047  GEOID HEIGHT    -        -30.594 (meters)                     GEOID18
 RM0047  DYNAMIC HEIGHT  -        375.404 (meters)     1231.64  (feet) COMP
 RM0047  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 RM0047
 RM0047  VERT ORDER      -  SECOND    CLASS I
 RM0047
 RM0047.The horizontal coordinates were determined by differentially corrected
 RM0047.hand held GPS observations or other comparable positioning techniques
 RM0047.and have an estimated accuracy of +/- 3 meters.
 RM0047
 RM0047.The orthometric height was determined by differential leveling and
 RM0047.adjusted by the NATIONAL GEODETIC SURVEY
 RM0047.in December 2018.
 RM0047
 RM0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0047.GEOID18 height accuracy estimate available here.
 RM0047
 RM0047.Click photographs - Photos may exist for this station.
 RM0047
 RM0047.The dynamic height is computed by dividing the NAVD 88
 RM0047.geopotential number by the normal gravity value computed on the
 RM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0047.degrees latitude (g = 980.6199 gals.).
 RM0047
 RM0047.The modeled gravity was interpolated from observed gravity values.
 RM0047
 RM0047;                    North         East    Units  Estimated Accuracy
 RM0047;SPC MI N     -   197,948.5   7,757,835.2     MT  (+/- 3 meters HH1 GPS) 
 RM0047
 RM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1805655857(NAD 83)
 RM0047
 RM0047                          SUPERSEDED SURVEY CONTROL
 RM0047
 RM0047  NAVD 88 (06/15/91)  375.368  (m)         1231.52   (f) SUPERSEDED  1 2
 RM0047  NGVD 29 (??/??/92)  375.390  (m)         1231.59   (f) ADJ UNCH    1 2
 RM0047
 RM0047.Superseded values are not recommended for survey control.
 RM0047
 RM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0047.See file dsdata.pdf to determine how the superseded data were derived.
 RM0047
 RM0047_MARKER: DB = BENCH MARK DISK
 RM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0047_STAMPING: G 132 1948
 RM0047_MARK LOGO: CGS
 RM0047_PROJECTION: FLUSH
 RM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0047+STABILITY: SURFACE MOTION
 RM0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0047+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 RM0047
 RM0047  HISTORY     - Date     Condition        Report By
 RM0047  HISTORY     - 1948     MONUMENTED       CGS
 RM0047  HISTORY     - 1982     GOOD             NGS
 RM0047  HISTORY     - 1987     GOOD             USPSQD
 RM0047  HISTORY     - 19960625 GOOD             USPSQD
 RM0047  HISTORY     - 20020613 GOOD             USPSQD
 RM0047  HISTORY     - 20030822 GOOD             USPSQD
 RM0047  HISTORY     - 20050323 GOOD             USPSQD
 RM0047  HISTORY     - 20180710 GOOD             WIDT
 RM0047
 RM0047                          STATION DESCRIPTION
 RM0047
 RM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0047'0.7 MI N FROM NORTH IRONWOOD.
 RM0047'ABOUT 0.7 MILE NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0047'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0047'IRONWOOD, AT A CROSS ROAD (ROAD EAST TO IRONWOOD AIRPORT), 247
 RM0047'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35 FEET
 RM0047'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 138 FEET WEST OF THE
 RM0047'SOUTHWEST CORNER OF LAKE ROAD BAR, 207 FEET NORTHEAST AND ACROSS
 RM0047'THE ROAD FROM THE NORTHEAST CORNER OF A CHURCH, 19 FEET NORTHEAST
 RM0047'OF A POWER POLE, 2 FEET SOUTH OF A FENCE LINE, 3 FEET BELOW THE
 RM0047'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RM0047
 RM0047                          STATION RECOVERY (1982)
 RM0047
 RM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (1987)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (1996)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (2002)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (2003)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0047'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET
 RM0047'EAST-SOUTHEAST OF A BROWN METAL GARAGE, 17.0 FEET NORTHEAST OF UTILITY
 RM0047'POLE NUMBER --27-87/10--, AND 1 FOOT NORTH OF A WHITE METAL WITNESS
 RM0047'POST.  NOTE-- THE NORTH-SOUTH ROAD IN THE 1948 DESCRIPTION IS LAKE
 RM0047'ROAD (COUNTY ROAD 505) AND THE CROSSING ROAD IS AIRPORT ROAD.
 RM0047
 RM0047                          STATION RECOVERY (2005)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (2018)
 RM0047
 RM0047'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0041 ***********************************************************************
 RM0041  DESIGNATION -  G 133
 RM0041  PID         -  RM0041
 RM0041  STATE/COUNTY-  MI/GOGEBIC
 RM0041  COUNTRY     -  US
 RM0041  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0041
 RM0041                         *CURRENT SURVEY CONTROL
 RM0041  ______________________________________________________________________
 RM0041* NAD 83(1986) POSITION- 46 34 44.     (N) 090 11 50.     (W)   SCALED
 RM0041* NAVD 88 ORTHO HEIGHT -   347.929 (meters)     1141.50  (feet) ADJUSTED
 RM0041  ______________________________________________________________________
 RM0041  GEOID HEIGHT    -        -30.624 (meters)                     GEOID18
 RM0041  DYNAMIC HEIGHT  -        347.966 (meters)     1141.62  (feet) COMP
 RM0041  MODELED GRAVITY -    980,709.1   (mgal)                       NAVD 88
 RM0041
 RM0041  VERT ORDER      -  SECOND    CLASS 0
 RM0041
 RM0041.The horizontal coordinates were scaled from a map and have
 RM0041.an estimated accuracy of +/- 6 seconds.
 RM0041
 RM0041.The orthometric height was determined by differential leveling and
 RM0041.adjusted by the NATIONAL GEODETIC SURVEY
 RM0041.in June 1991.
 RM0041
 RM0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0041.GEOID18 height accuracy estimate available here.
 RM0041
 RM0041.Click photographs - Photos may exist for this station.
 RM0041
 RM0041.The dynamic height is computed by dividing the NAVD 88
 RM0041.geopotential number by the normal gravity value computed on the
 RM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0041.degrees latitude (g = 980.6199 gals.).
 RM0041
 RM0041.The modeled gravity was interpolated from observed gravity values.
 RM0041
 RM0041;                    North         East    Units  Estimated Accuracy
 RM0041;SPC MI N     -   204,510.    7,755,020.      MT  (+/- 180 meters Scaled)
 RM0041
 RM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM147621(NAD 83)
 RM0041
 RM0041                          SUPERSEDED SURVEY CONTROL
 RM0041
 RM0041  NGVD 29 (??/??/92)  347.959  (m)         1141.60   (f) ADJ UNCH    2 0
 RM0041
 RM0041.Superseded values are not recommended for survey control.
 RM0041
 RM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0041.See file dsdata.pdf to determine how the superseded data were derived.
 RM0041
 RM0041_MARKER: DB = BENCH MARK DISK
 RM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0041_STAMPING: G 133 1948
 RM0041_MARK LOGO: CGS
 RM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0041+STABILITY: SURFACE MOTION
 RM0041
 RM0041  HISTORY     - Date     Condition        Report By
 RM0041  HISTORY     - 1948     MONUMENTED       CGS
 RM0041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0041  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0041  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0041
 RM0041                          STATION DESCRIPTION
 RM0041
 RM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0041'6.6 MI NW FROM NORTH IRONWOOD.
 RM0041'ABOUT 6.6 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0041'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0041'IRONWOOD, ABOUT 0.1 MILE EAST OF A DRIVE TO HILL BROS. LOG HOUSE ON
 RM0041'SOUTH SIDE OF ROAD, 70 FEET NORTH-NORTHWEST AND ACROSS THE ROAD
 RM0041'FROM THE 2ND POWER POLE EAST OF THE LOG HOUSE, (ALSO 5TH POWER
 RM0041'POLE WEST OF POLE WITH TRANSFORMER), 3 FEET EAST OF FOREST SERVICE
 RM0041'LOCATION POST AT THE SOUTHWEST CORNER OF SECTION 4, T 48 N, R 47 W,
 RM0041'35 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 RM0041'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RM0041
 RM0041                          STATION RECOVERY (1987)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0041'MARK NOT FOUND.
 RM0041
 RM0041                          STATION RECOVERY (1996)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0041'MARK NOT FOUND.
 RM0041
 RM0041                          STATION RECOVERY (2002)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1323 ***********************************************************************
 RL1323  DESIGNATION -  G 134
 RL1323  PID         -  RL1323
 RL1323  STATE/COUNTY-  MI/ONTONAGON
 RL1323  COUNTRY     -  US
 RL1323  USGS QUAD   -  ALDRIDGE CREEK (2017)
 RL1323
 RL1323                         *CURRENT SURVEY CONTROL
 RL1323  ______________________________________________________________________
 RL1323* NAD 83(1986) POSITION- 46 39 30.     (N) 089 41 32.     (W)   SCALED
 RL1323* NAVD 88 ORTHO HEIGHT -   349.627 (meters)     1147.07  (feet) ADJUSTED
 RL1323  ______________________________________________________________________
 RL1323  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 RL1323  DYNAMIC HEIGHT  -        349.659 (meters)     1147.17  (feet) COMP
 RL1323  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 RL1323
 RL1323  VERT ORDER      -  SECOND    CLASS 0
 RL1323
 RL1323.The horizontal coordinates were scaled from a map and have
 RL1323.an estimated accuracy of +/- 6 seconds.
 RL1323
 RL1323.The orthometric height was determined by differential leveling and
 RL1323.adjusted by the NATIONAL GEODETIC SURVEY
 RL1323.in June 1991.
 RL1323
 RL1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1323.GEOID18 height accuracy estimate available here.
 RL1323
 RL1323.Click photographs - Photos may exist for this station.
 RL1323
 RL1323.The dynamic height is computed by dividing the NAVD 88
 RL1323.geopotential number by the normal gravity value computed on the
 RL1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1323.degrees latitude (g = 980.6199 gals.).
 RL1323
 RL1323.The modeled gravity was interpolated from observed gravity values.
 RL1323
 RL1323;                    North         East    Units  Estimated Accuracy
 RL1323;SPC MI N     -   211,900.    7,793,990.      MT  (+/- 180 meters Scaled)
 RL1323
 RL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS940707(NAD 83)
 RL1323
 RL1323                          SUPERSEDED SURVEY CONTROL
 RL1323
 RL1323  NGVD 29 (??/??/92)  349.642  (m)         1147.12   (f) ADJ UNCH    2 0
 RL1323
 RL1323.Superseded values are not recommended for survey control.
 RL1323
 RL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1323.See file dsdata.pdf to determine how the superseded data were derived.
 RL1323
 RL1323_MARKER: DB = BENCH MARK DISK
 RL1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1323_STAMPING: G 134 1948
 RL1323_MARK LOGO: CGS
 RL1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1323+STABILITY: SURFACE MOTION
 RL1323
 RL1323  HISTORY     - Date     Condition        Report By
 RL1323  HISTORY     - 1948     MONUMENTED       CGS
 RL1323  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1323
 RL1323                          STATION DESCRIPTION
 RL1323
 RL1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1323'9.2 MI NW FROM MERRIWEATHER.
 RL1323'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1323'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 7.65 MILES NORTH ALONG
 RL1323'A LOGGING ROAD, 0.55 MILE NORTH OF A SMALL LOGGING CAMP, ABOUT 400
 RL1323'FEET SOUTHEAST OF AN ABANDONED SAWMILL, 22 FEET SOUTHWEST OF THE
 RL1323'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF A TRIANGULAR
 RL1323'BLAZED 6-INCH BIRCH TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1323'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 RL1323'PROJECTING 4 INCHES.
 RL1323
 RL1323                          STATION RECOVERY (2001)
 RL1323
 RL1323'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0734 ***********************************************************************
 RL0734  DESIGNATION -  G 135
 RL0734  PID         -  RL0734
 RL0734  STATE/COUNTY-  MI/ONTONAGON
 RL0734  COUNTRY     -  US
 RL0734  USGS QUAD   -  GREEN (2017)
 RL0734
 RL0734                         *CURRENT SURVEY CONTROL
 RL0734  ______________________________________________________________________
 RL0734* NAD 83(1986) POSITION- 46 50 43.     (N) 089 24 22.     (W)   SCALED
 RL0734* NAVD 88 ORTHO HEIGHT -   187.892 (meters)      616.44  (feet) ADJUSTED
 RL0734  ______________________________________________________________________
 RL0734  GEOID HEIGHT    -        -31.286 (meters)                     GEOID18
 RL0734  DYNAMIC HEIGHT  -        187.922 (meters)      616.54  (feet) COMP
 RL0734  MODELED GRAVITY -    980,768.9   (mgal)                       NAVD 88
 RL0734
 RL0734  VERT ORDER      -  SECOND    CLASS 0
 RL0734
 RL0734.The horizontal coordinates were scaled from a map and have
 RL0734.an estimated accuracy of +/- 6 seconds.
 RL0734
 RL0734.The orthometric height was determined by differential leveling and
 RL0734.adjusted by the NATIONAL GEODETIC SURVEY
 RL0734.in June 1991.
 RL0734
 RL0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0734.GEOID18 height accuracy estimate available here.
 RL0734
 RL0734.Click photographs - Photos may exist for this station.
 RL0734
 RL0734.The dynamic height is computed by dividing the NAVD 88
 RL0734.geopotential number by the normal gravity value computed on the
 RL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0734.degrees latitude (g = 980.6199 gals.).
 RL0734
 RL0734.The modeled gravity was interpolated from observed gravity values.
 RL0734
 RL0734;                    North         East    Units  Estimated Accuracy
 RL0734;SPC MI N     -   231,960.    7,816,510.      MT  (+/- 180 meters Scaled)
 RL0734
 RL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS165907(NAD 83)
 RL0734
 RL0734                          SUPERSEDED SURVEY CONTROL
 RL0734
 RL0734  NGVD 29 (??/??/92)  187.925  (m)          616.55   (f) ADJ UNCH    2 0
 RL0734
 RL0734.Superseded values are not recommended for survey control.
 RL0734
 RL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0734.See file dsdata.pdf to determine how the superseded data were derived.
 RL0734
 RL0734_MARKER: DB = BENCH MARK DISK
 RL0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0734_STAMPING: G 135 1948
 RL0734_MARK LOGO: CGS
 RL0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0734+STABILITY: SURFACE MOTION
 RL0734
 RL0734  HISTORY     - Date     Condition        Report By
 RL0734  HISTORY     - 1948     MONUMENTED       CGS
 RL0734  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0734  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0734  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL0734
 RL0734                          STATION DESCRIPTION
 RL0734
 RL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0734'4.6 MI SW FROM ONTONAGON.
 RL0734'ABOUT 4.65 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 RL0734'OFFICE IN ONTONAGON, 0.55 MILE SOUTHWEST OF THE BRIDGE OVER
 RL0734'FLOODWOOD RIVER, 0.1 MILE EAST OF THE JUNCTION WITH A SIDE
 RL0734'ROAD SOUTH AND PRIVATE ROAD NORTH, 48 FEET WEST OF A TELEPHONE
 RL0734'POLE, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 RL0734'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET ABOVE
 RL0734'THE LEVEL OF THE HIGHWAY.
 RL0734
 RL0734                          STATION RECOVERY (1977)
 RL0734
 RL0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0734'MARK NOT FOUND.
 RL0734
 RL0734                          STATION RECOVERY (1987)
 RL0734
 RL0734'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0734'MARK NOT FOUND.
 RL0734
 RL0734                          STATION RECOVERY (1995)
 RL0734
 RL0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0734'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1307 ***********************************************************************
 RL1307  DESIGNATION -  G 136
 RL1307  PID         -  RL1307
 RL1307  STATE/COUNTY-  MI/ONTONAGON
 RL1307  COUNTRY     -  US
 RL1307  USGS QUAD   -  GOVERNMENT PEAK (2017)
 RL1307
 RL1307                         *CURRENT SURVEY CONTROL
 RL1307  ______________________________________________________________________
 RL1307* NAD 83(1986) POSITION- 46 49 13.9    (N) 089 39 12.1    (W)   HD_HELD2
 RL1307* NAVD 88 ORTHO HEIGHT -   225.835 (meters)      740.93  (feet) ADJUSTED
 RL1307  ______________________________________________________________________
 RL1307  GEOID HEIGHT    -        -30.901 (meters)                     GEOID18
 RL1307  DYNAMIC HEIGHT  -        225.868 (meters)      741.04  (feet) COMP
 RL1307  MODELED GRAVITY -    980,754.1   (mgal)                       NAVD 88
 RL1307
 RL1307  VERT ORDER      -  SECOND    CLASS 0
 RL1307
 RL1307.The horizontal coordinates were established by autonomous hand held GPS
 RL1307.observations and have an estimated accuracy of +/- 10 meters.
 RL1307
 RL1307.The orthometric height was determined by differential leveling and
 RL1307.adjusted by the NATIONAL GEODETIC SURVEY
 RL1307.in June 1991.
 RL1307
 RL1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1307.GEOID18 height accuracy estimate available here.
 RL1307
 RL1307.Click photographs - Photos may exist for this station.
 RL1307
 RL1307.The dynamic height is computed by dividing the NAVD 88
 RL1307.geopotential number by the normal gravity value computed on the
 RL1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1307.degrees latitude (g = 980.6199 gals.).
 RL1307
 RL1307.The modeled gravity was interpolated from observed gravity values.
 RL1307
 RL1307;                    North         East    Units  Estimated Accuracy
 RL1307;SPC MI N     -   229,815.    7,797,570.      MT  (+/- 10 meters HH2 GPS)
 RL1307
 RL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9760688638(NAD 83)
 RL1307
 RL1307                          SUPERSEDED SURVEY CONTROL
 RL1307
 RL1307  NGVD 29 (??/??/92)  225.866  (m)          741.03   (f) ADJ UNCH    2 0
 RL1307
 RL1307.Superseded values are not recommended for survey control.
 RL1307
 RL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1307.See file dsdata.pdf to determine how the superseded data were derived.
 RL1307
 RL1307_MARKER: DB = BENCH MARK DISK
 RL1307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1307_SP_SET: BOX CULVERT HEADWALL
 RL1307_STAMPING: G 136 1948
 RL1307_MARK LOGO: CGS
 RL1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1307+STABILITY: SURFACE MOTION
 RL1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1307+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1307
 RL1307  HISTORY     - Date     Condition        Report By
 RL1307  HISTORY     - 1948     MONUMENTED       CGS
 RL1307  HISTORY     - 1987     GOOD             USPSQD
 RL1307  HISTORY     - 1989     GOOD             USPSQD
 RL1307  HISTORY     - 19950614 GOOD             USPSQD
 RL1307  HISTORY     - 20040723 GOOD             MIDT
 RL1307  HISTORY     - 20040801 GOOD             GEOCAC
 RL1307
 RL1307                          STATION DESCRIPTION
 RL1307
 RL1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1307'4.2 MI SW FROM SILVER CITY.
 RL1307'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1307'JUNCTION WITH STATE HIGHWAY 64 AT SILVER CITY, IN THE TOP OF THE
 RL1307'EAST END OF THE SOUTH HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 RL1307'40 FEET SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM A ROUTE
 RL1307'MARKER SIGN, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RL1307'AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1307
 RL1307                          STATION RECOVERY (1987)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (1989)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (1995)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (2004)
 RL1307
 RL1307'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (2004)
 RL1307
 RL1307'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 RL1307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0870 ***********************************************************************
 RL0870  DESIGNATION -  G 137
 RL0870  PID         -  RL0870
 RL0870  STATE/COUNTY-  MI/ONTONAGON
 RL0870  COUNTRY     -  US
 RL0870  USGS QUAD   -  OAK BLUFF (2017)
 RL0870
 RL0870                         *CURRENT SURVEY CONTROL
 RL0870  ______________________________________________________________________
 RL0870* NAD 83(1986) POSITION- 46 41 46.39   (N) 089 17 28.65   (W)   HD_HELD1
 RL0870* NAVD 88 ORTHO HEIGHT -   323.806 (meters)     1062.35  (feet) ADJUSTED
 RL0870  ______________________________________________________________________
 RL0870  GEOID HEIGHT    -        -31.589 (meters)                     GEOID18
 RL0870  DYNAMIC HEIGHT  -        323.836 (meters)     1062.45  (feet) COMP
 RL0870  MODELED GRAVITY -    980,698.5   (mgal)                       NAVD 88
 RL0870
 RL0870  VERT ORDER      -  SECOND    CLASS 0
 RL0870
 RL0870.The horizontal coordinates were determined by differentially corrected
 RL0870.hand held GPS observations or other comparable positioning techniques
 RL0870.and have an estimated accuracy of +/- 3 meters.
 RL0870
 RL0870.The orthometric height was determined by differential leveling and
 RL0870.adjusted by the NATIONAL GEODETIC SURVEY
 RL0870.in June 1991.
 RL0870
 RL0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0870.GEOID18 height accuracy estimate available here.
 RL0870
 RL0870.Click photographs - Photos may exist for this station.
 RL0870
 RL0870.The dynamic height is computed by dividing the NAVD 88
 RL0870.geopotential number by the normal gravity value computed on the
 RL0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0870.degrees latitude (g = 980.6199 gals.).
 RL0870
 RL0870.The modeled gravity was interpolated from observed gravity values.
 RL0870
 RL0870;                    North         East    Units  Estimated Accuracy
 RL0870;SPC MI N     -   215,141.2   7,824,785.2     MT  (+/- 3 meters HH1 GPS) 
 RL0870
 RL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2482173956(NAD 83)
 RL0870
 RL0870                          SUPERSEDED SURVEY CONTROL
 RL0870
 RL0870  NGVD 29 (??/??/92)  323.816  (m)         1062.39   (f) ADJ UNCH    2 0
 RL0870
 RL0870.Superseded values are not recommended for survey control.
 RL0870
 RL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0870.See file dsdata.pdf to determine how the superseded data were derived.
 RL0870
 RL0870_MARKER: DB = BENCH MARK DISK
 RL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0870_STAMPING: G 137 1948
 RL0870_MARK LOGO: CGS
 RL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0870+STABILITY: SURFACE MOTION
 RL0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0870+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0870
 RL0870  HISTORY     - Date     Condition        Report By
 RL0870  HISTORY     - 1948     MONUMENTED       CGS
 RL0870  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0870  HISTORY     - 20040507 GOOD             GEOCAC
 RL0870
 RL0870                          STATION DESCRIPTION
 RL0870
 RL0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0870'7.3 MI SW FROM ROCKLAND.
 RL0870'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0870'ROCKLAND, THENCE 7.15 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0870'0.5 MILE WEST OF THE JUNCTION OF A ROAD SOUTH, ON A LONG EAST-WEST
 RL0870'TANGENT IN THE ROAD, 0.2 MILE WEST OF THE JUNCTION OF A DIM
 RL0870'WOODS ROAD NORTH, 31 FEET NORTHEAST OF THE NORTH END OF AN
 RL0870'18-INCH PIPE CULVERT, 25 FEET NORTH OF THE CENTER LINE OF THE
 RL0870'ROAD, 9 FEET SOUTH OF A 4-INCH TRIANGULAR BLAZED ASPEN TREE,
 RL0870'209 FEET NORTHWEST AND ACROSS THE ROAD FROM U.S.G.S. BENCH MARK
 RL0870'1065.1, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL0870'CONCRETE POST PROJECTING 5 INCHES.
 RL0870
 RL0870                          STATION RECOVERY (2001)
 RL0870
 RL0870'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0870'MARK NOT FOUND.
 RL0870
 RL0870                          STATION RECOVERY (2004)
 RL0870
 RL0870'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0870'IT IS 10.5 FT WEST OF POWER LINE POLE NO. 61 AND AT THE C/L OF THE
 RL0870'POWER LINE. 1 FT EAST OF MWP+SIGN AND PROJECTING 2-INCH'S ABOVE
 RL0870'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0769 ***********************************************************************
 RL0769  DESIGNATION -  G 138
 RL0769  PID         -  RL0769
 RL0769  STATE/COUNTY-  MI/ONTONAGON
 RL0769  COUNTRY     -  US
 RL0769  USGS QUAD   -  PAYNESVILLE (2017)
 RL0769
 RL0769                         *CURRENT SURVEY CONTROL
 RL0769  ______________________________________________________________________
 RL0769* NAD 83(1986) POSITION- 46 32 59.12   (N) 089 00 44.45   (W)   HD_HELD1
 RL0769* NAVD 88 ORTHO HEIGHT -   377.450 (meters)     1238.35  (feet) ADJUSTED
 RL0769  ______________________________________________________________________
 RL0769  GEOID HEIGHT    -        -32.313 (meters)                     GEOID18
 RL0769  DYNAMIC HEIGHT  -        377.462 (meters)     1238.39  (feet) COMP
 RL0769  MODELED GRAVITY -    980,634.7   (mgal)                       NAVD 88
 RL0769
 RL0769  VERT ORDER      -  SECOND    CLASS 0
 RL0769
 RL0769.The horizontal coordinates were determined by differentially corrected
 RL0769.hand held GPS observations or other comparable positioning techniques
 RL0769.and have an estimated accuracy of +/- 3 meters.
 RL0769
 RL0769.The orthometric height was determined by differential leveling and
 RL0769.adjusted by the NATIONAL GEODETIC SURVEY
 RL0769.in June 1991.
 RL0769
 RL0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0769.GEOID18 height accuracy estimate available here.
 RL0769
 RL0769.Click photographs - Photos may exist for this station.
 RL0769
 RL0769.The dynamic height is computed by dividing the NAVD 88
 RL0769.geopotential number by the normal gravity value computed on the
 RL0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0769.degrees latitude (g = 980.6199 gals.).
 RL0769
 RL0769.The modeled gravity was interpolated from observed gravity values.
 RL0769
 RL0769;                    North         East    Units  Estimated Accuracy
 RL0769;SPC MI N     -   198,287.3   7,845,697.9     MT  (+/- 3 meters HH1 GPS) 
 RL0769
 RL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4573157099(NAD 83)
 RL0769
 RL0769                          SUPERSEDED SURVEY CONTROL
 RL0769
 RL0769  NGVD 29 (??/??/92)  377.465  (m)         1238.40   (f) ADJ UNCH    2 0
 RL0769
 RL0769.Superseded values are not recommended for survey control.
 RL0769
 RL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0769.See file dsdata.pdf to determine how the superseded data were derived.
 RL0769
 RL0769_MARKER: DB = BENCH MARK DISK
 RL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0769_STAMPING: G 138 1948
 RL0769_MARK LOGO: CGS
 RL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0769+STABILITY: SURFACE MOTION
 RL0769
 RL0769  HISTORY     - Date     Condition        Report By
 RL0769  HISTORY     - 1948     MONUMENTED       CGS
 RL0769  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0769  HISTORY     - 20040713 POOR             GEOCAC
 RL0769  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0769
 RL0769                          STATION DESCRIPTION
 RL0769
 RL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0769'4.7 MI N FROM TROUT CREEK.
 RL0769'ABOUT 4.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0769'OFFICE AT TROUT CREEK, SET AT THE JUNCTION OF A ROAD EAST TO THE
 RL0769'EAST BRANCH OF ONTONAGON RIVER, 30 FEET WEST OF THE CENTER LINE
 RL0769'OF THE ROAD, 46 FEET NORTH OF THE PROLONGED CENTER LINE OF THE
 RL0769'ROAD EAST, 63 FEET NORTHWEST AND ACROSS THE ROAD FROM FOREST
 RL0769'SERVICE LOCATION POST AT THE NORTHWEST CORNER OF SECTION 24
 RL0769'T 48 N R 38 W, 7 FEET EAST-NORTHEAST OF A 10-INCH TRIANGULAR
 RL0769'BLAZED PINE TREE, 8 FEET SOUTH OF USGS TBM 1239.0, 2 1/2 FEET
 RL0769'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD
 RL0769'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0769
 RL0769                          STATION RECOVERY (2001)
 RL0769
 RL0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0769'MARK NOT FOUND.
 RL0769
 RL0769                          STATION RECOVERY (2004)
 RL0769
 RL0769'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0769'AT THE JUNCTION OF GARDNER ROAD AND FIVE MILE ROAD. PROJECTING
 RL0769'8-INCH'S ABOVE GROUND AND ABOUT 2 FT BELOW LEVEL WITH GARDNER ROAD.
 RL0769'MARK HAS BEEN HIT AND IS LEANING.
 RL0769
 RL0769                          STATION RECOVERY (2004)
 RL0769
 RL0769'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0747 ***********************************************************************
 RL0747  DESIGNATION -  G 139
 RL0747  PID         -  RL0747
 RL0747  STATE/COUNTY-  MI/ONTONAGON
 RL0747  COUNTRY     -  US
 RL0747  USGS QUAD   -  GREENLAND (2017)
 RL0747
 RL0747                         *CURRENT SURVEY CONTROL
 RL0747  ______________________________________________________________________
 RL0747* NAD 83(1986) POSITION- 46 48 16.     (N) 089 06 11.     (W)   SCALED
 RL0747* NAVD 88 ORTHO HEIGHT -   371.745 (meters)     1219.63  (feet) ADJUSTED
 RL0747  ______________________________________________________________________
 RL0747  GEOID HEIGHT    -        -31.913 (meters)                     GEOID18
 RL0747  DYNAMIC HEIGHT  -        371.787 (meters)     1219.77  (feet) COMP
 RL0747  MODELED GRAVITY -    980,715.0   (mgal)                       NAVD 88
 RL0747
 RL0747  VERT ORDER      -  SECOND    CLASS 0
 RL0747
 RL0747.The horizontal coordinates were scaled from a map and have
 RL0747.an estimated accuracy of +/- 6 seconds.
 RL0747
 RL0747.The orthometric height was determined by differential leveling and
 RL0747.adjusted by the NATIONAL GEODETIC SURVEY
 RL0747.in June 1991.
 RL0747
 RL0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0747.GEOID18 height accuracy estimate available here.
 RL0747
 RL0747.Click photographs - Photos may exist for this station.
 RL0747
 RL0747.The dynamic height is computed by dividing the NAVD 88
 RL0747.geopotential number by the normal gravity value computed on the
 RL0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0747.degrees latitude (g = 980.6199 gals.).
 RL0747
 RL0747.The modeled gravity was interpolated from observed gravity values.
 RL0747
 RL0747;                    North         East    Units  Estimated Accuracy
 RL0747;SPC MI N     -   226,770.    7,839,500.      MT  (+/- 180 meters Scaled)
 RL0747
 RL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS395855(NAD 83)
 RL0747
 RL0747                          SUPERSEDED SURVEY CONTROL
 RL0747
 RL0747  NGVD 29 (??/??/92)  371.758  (m)         1219.68   (f) ADJ UNCH    2 0
 RL0747
 RL0747.Superseded values are not recommended for survey control.
 RL0747
 RL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0747.See file dsdata.pdf to determine how the superseded data were derived.
 RL0747
 RL0747_MARKER: DB = BENCH MARK DISK
 RL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0747_STAMPING: G 129 1948
 RL0747_MARK LOGO: CGS
 RL0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0747+STABILITY: SURFACE MOTION
 RL0747
 RL0747  HISTORY     - Date     Condition        Report By
 RL0747  HISTORY     - 1948     MONUMENTED       CGS
 RL0747  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0747  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 RL0747
 RL0747                          STATION DESCRIPTION
 RL0747
 RL0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0747'2.1 MI N FROM GREENLAND.
 RL0747'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0747'AT GREENLAND, THENCE ABOUT 1.9 MILES NORTH ALONG A GRAVEL ROAD,
 RL0747'ABOUT 0.5 MILE NORTH OF A SIDE ROD EAST, SET AT A SAND CUT AT
 RL0747'THE TOP OF A LONG GRADE, 26 FEET WEST OF THE CENTER LINE OF THE
 RL0747'ROAD, 260 FEET NORTH OF THE WEST END OF A 14-INCH PIPE CULVERT
 RL0747'UNDER ROAD, 55 FEET NORTH OF A 12-INCH TRIANGULAR BLAZED MAPLE
 RL0747'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0747'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0747'6 INCHES.
 RL0747
 RL0747                          STATION RECOVERY (1977)
 RL0747
 RL0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (1988)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (1996)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (2001)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (2004)
 RL0747
 RL0747'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0747'THERE HAS BEEN ROAD CONSTRUCTION ALONG NORTH FIRESTEEL ROAD.  MARK
 RL0747'LIKELY BURIED UNDER EXISTING ROAD FILL OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0220 ***********************************************************************
 PL0220  DESIGNATION -  G 14
 PL0220  PID         -  PL0220
 PL0220  STATE/COUNTY-  MI/WEXFORD
 PL0220  COUNTRY     -  US
 PL0220  USGS QUAD   -  MANTON (2017)
 PL0220
 PL0220                         *CURRENT SURVEY CONTROL
 PL0220  ______________________________________________________________________
 PL0220* NAD 83(1986) POSITION- 44 25 31.     (N) 085 24 10.     (W)   SCALED
 PL0220* NAVD 88 ORTHO HEIGHT -   331.856 (meters)     1088.76  (feet) ADJUSTED
 PL0220  ______________________________________________________________________
 PL0220  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 PL0220  DYNAMIC HEIGHT  -        331.817 (meters)     1088.64  (feet) COMP
 PL0220  MODELED GRAVITY -    980,490.2   (mgal)                       NAVD 88
 PL0220
 PL0220  VERT ORDER      -  FIRST     CLASS II
 PL0220
 PL0220.The horizontal coordinates were scaled from a map and have
 PL0220.an estimated accuracy of +/- 6 seconds.
 PL0220
 PL0220.The orthometric height was determined by differential leveling and
 PL0220.adjusted by the NATIONAL GEODETIC SURVEY
 PL0220.in June 1991.
 PL0220
 PL0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0220.GEOID18 height accuracy estimate available here.
 PL0220
 PL0220.Click photographs - Photos may exist for this station.
 PL0220
 PL0220.The dynamic height is computed by dividing the NAVD 88
 PL0220.geopotential number by the normal gravity value computed on the
 PL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0220.degrees latitude (g = 980.6199 gals.).
 PL0220
 PL0220.The modeled gravity was interpolated from observed gravity values.
 PL0220
 PL0220;                    North         East    Units  Estimated Accuracy
 PL0220;SPC MI C     -   123,720.    5,917,500.      MT  (+/- 180 meters Scaled)
 PL0220
 PL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ271203(NAD 83)
 PL0220
 PL0220                          SUPERSEDED SURVEY CONTROL
 PL0220
 PL0220  NGVD 29 (??/??/92)  331.945  (m)         1089.06   (f) ADJ UNCH    1 2
 PL0220
 PL0220.Superseded values are not recommended for survey control.
 PL0220
 PL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0220.See file dsdata.pdf to determine how the superseded data were derived.
 PL0220
 PL0220_MARKER: DB = BENCH MARK DISK
 PL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0220_STAMPING: ELEV 1089.056 FT G 14 1916
 PL0220_MARK LOGO: CGS
 PL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0220+STABILITY: SURFACE MOTION
 PL0220
 PL0220  HISTORY     - Date     Condition        Report By
 PL0220  HISTORY     - 1916     MONUMENTED       CGS
 PL0220  HISTORY     - 1951     GOOD             CGS
 PL0220  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0220
 PL0220                          STATION DESCRIPTION
 PL0220
 PL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PL0220'1.2 MI N FROM MANTON.
 PL0220'1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0220'AT MANTON, AT A DIRT ROAD CROSSING, 33 FEET NORTH OF THE
 PL0220'CENTERLINE OF THE ROAD, 42.4 FEET WEST OF THE WEST RAIL, AND AT
 PL0220'THE NORTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED ELEV.
 PL0220'1089.056 FT. G 14 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0220'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- AREA IS SWAMPY.
 PL0220
 PL0220                          STATION RECOVERY (1996)
 PL0220
 PL0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1221 ***********************************************************************
 RL1221  DESIGNATION -  G 140
 RL1221  PID         -  RL1221
 RL1221  STATE/COUNTY-  MI/GOGEBIC
 RL1221  COUNTRY     -  US
 RL1221  USGS QUAD   -  WAKEFIELD NE (2017)
 RL1221
 RL1221                         *CURRENT SURVEY CONTROL
 RL1221  ______________________________________________________________________
 RL1221* NAD 83(1986) POSITION- 46 27 10.83   (N) 089 52 09.87   (W)   HD_HELD1
 RL1221* NAVD 88 ORTHO HEIGHT -   458.194 (meters)     1503.26  (feet) ADJUSTED
 RL1221  ______________________________________________________________________
 RL1221  GEOID HEIGHT    -        -30.862 (meters)                     GEOID18
 RL1221  DYNAMIC HEIGHT  -        458.203 (meters)     1503.29  (feet) COMP
 RL1221  MODELED GRAVITY -    980,619.5   (mgal)                       NAVD 88
 RL1221
 RL1221  VERT ORDER      -  SECOND    CLASS 0
 RL1221
 RL1221.The horizontal coordinates were determined by differentially corrected
 RL1221.hand held GPS observations or other comparable positioning techniques
 RL1221.and have an estimated accuracy of +/- 3 meters.
 RL1221
 RL1221.The orthometric height was determined by differential leveling and
 RL1221.adjusted by the NATIONAL GEODETIC SURVEY
 RL1221.in June 1991.
 RL1221
 RL1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1221.GEOID18 height accuracy estimate available here.
 RL1221
 RL1221.Click photographs - Photos may exist for this station.
 RL1221
 RL1221.The dynamic height is computed by dividing the NAVD 88
 RL1221.geopotential number by the normal gravity value computed on the
 RL1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1221.degrees latitude (g = 980.6199 gals.).
 RL1221
 RL1221.The modeled gravity was interpolated from observed gravity values.
 RL1221
 RL1221;                    North         East    Units  Estimated Accuracy
 RL1221;SPC MI N     -   189,564.2   7,779,615.7     MT  (+/- 3 meters HH1 GPS) 
 RL1221
 RL1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7963948382(NAD 83)
 RL1221
 RL1221                          SUPERSEDED SURVEY CONTROL
 RL1221
 RL1221  NGVD 29 (??/??/92)  458.202  (m)         1503.28   (f) ADJ UNCH    2 0
 RL1221
 RL1221.Superseded values are not recommended for survey control.
 RL1221
 RL1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1221.See file dsdata.pdf to determine how the superseded data were derived.
 RL1221
 RL1221_MARKER: DB = BENCH MARK DISK
 RL1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1221_STAMPING: G 140 1948
 RL1221_MARK LOGO: CGS
 RL1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1221+STABILITY: SURFACE MOTION
 RL1221
 RL1221  HISTORY     - Date     Condition        Report By
 RL1221  HISTORY     - 1948     MONUMENTED       CGS
 RL1221  HISTORY     - 1987     GOOD             USPSQD
 RL1221  HISTORY     - 19950612 GOOD             USPSQD
 RL1221  HISTORY     - 20000817 GOOD             MIDT
 RL1221  HISTORY     - 20040806 GOOD             USPSQD
 RL1221
 RL1221                          STATION DESCRIPTION
 RL1221
 RL1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1221'3.6 MI SE FROM WAKEFIELD.
 RL1221'ABOUT 3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1221'SCHOOL AT WAKEFIELD, ABOUT 0.2 MILE NORTHWEST OF A BRIDGE OVER
 RL1221'JACKSON CREEK, AT THE CROSSING OF DRIVE WAYS TO HOUSES ON BOTH
 RL1221'SIDES OF HIGHWAY, 62 FEET EAST OF THE CENTER OF THE
 RL1221'INTERSECTION, 56 FEET NORTHEAST OF THE CENTER LINE OF THE
 RL1221'HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO
 RL1221'THE HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY, 95 FEET SOUTHWEST
 RL1221'OF TRANSFORMER POWER POLE NO. 64, 45 FEET SOUTHWEST OF A FENCE
 RL1221'CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1/2
 RL1221'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1221'PROJECTING 6 INCHES.
 RL1221
 RL1221                          STATION RECOVERY (1987)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1221'RECOVERED IN GOOD CONDITION.
 RL1221
 RL1221                          STATION RECOVERY (1995)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1221'RECOVERED IN GOOD CONDITION.
 RL1221
 RL1221                          STATION RECOVERY (2000)
 RL1221
 RL1221'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1221'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-28 AND US-2 IN
 RL1221'WAKEFIELD GO EAST ALONG US-2 6.281 KM TO THE MARK ON LEFT. 17.2 M
 RL1221'NORTHEAST OF C/L OF US-2,14.1 M SOUTHWEST OF POWER POLE NO. 24-76/36,
 RL1221'7.7 M SOUTHEAST C/L GRAVEL DRIVE TO HOUSE NO. 269, 1 M SOUTHWEST OF A
 RL1221'WITNESS POST, 0.1 M ABOVE GROUND AND 0.7 M BELOW LEVEL WITH HWY US-2.
 RL1221
 RL1221                          STATION RECOVERY (2004)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0979 ***********************************************************************
 RL0979  DESIGNATION -  G 141
 RL0979  PID         -  RL0979
 RL0979  STATE/COUNTY-  MI/GOGEBIC
 RL0979  COUNTRY     -  US
 RL0979  USGS QUAD   -  THAYER (2017)
 RL0979
 RL0979                         *CURRENT SURVEY CONTROL
 RL0979  ______________________________________________________________________
 RL0979* NAD 83(2011) POSITION- 46 20 46.67660(N) 089 28 51.98734(W)   ADJUSTED
 RL0979* NAD 83(2011) ELLIP HT-   441.253 (meters)        (06/27/12)   ADJUSTED
 RL0979* NAD 83(2011) EPOCH   -  2010.00
 RL0979* NAVD 88 ORTHO HEIGHT -   472.338 (meters)     1549.66  (feet) ADJUSTED
 RL0979  ______________________________________________________________________
 RL0979  GEOID HEIGHT    -        -31.077 (meters)                     GEOID18
 RL0979  NAD 83(2011) X  -     39,945.834 (meters)                     COMP
 RL0979  NAD 83(2011) Y  - -4,410,673.799 (meters)                     COMP
 RL0979  NAD 83(2011) Z  -  4,592,222.280 (meters)                     COMP
 RL0979  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 RL0979  DYNAMIC HEIGHT  -        472.350 (meters)     1549.70  (feet) COMP
 RL0979  MODELED GRAVITY -    980,625.3   (mgal)                       NAVD 88
 RL0979
 RL0979  VERT ORDER      -  SECOND    CLASS 0
 RL0979
 RL0979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL0979  Standards:
 RL0979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL0979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL0979  -------------------------------------------------------------------
 RL0979  NETWORK    0.30   0.43           0.13   0.11   0.22     -0.05464626
 RL0979  -------------------------------------------------------------------
 RL0979  Click here for local accuracies and other accuracy information.
 RL0979
 RL0979.The horizontal coordinates were established by GPS observations
 RL0979.and adjusted by the National Geodetic Survey in June 2012.
 RL0979
 RL0979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL0979.been affixed to the stable North American tectonic plate. See 
 RL0979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL0979
 RL0979.The horizontal coordinates are valid at the epoch date displayed above
 RL0979.which is a decimal equivalence of Year/Month/Day.
 RL0979
 RL0979.The orthometric height was determined by differential leveling and
 RL0979.adjusted by the NATIONAL GEODETIC SURVEY
 RL0979.in June 1991.
 RL0979
 RL0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0979.GEOID18 height accuracy estimate available here.
 RL0979
 RL0979.Click photographs - Photos may exist for this station.
 RL0979
 RL0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0979
 RL0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0979
 RL0979.The ellipsoidal height was determined by GPS observations
 RL0979.and is referenced to NAD 83.
 RL0979
 RL0979.The dynamic height is computed by dividing the NAVD 88
 RL0979.geopotential number by the normal gravity value computed on the
 RL0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0979.degrees latitude (g = 980.6199 gals.).
 RL0979
 RL0979.The modeled gravity was interpolated from observed gravity values.
 RL0979
 RL0979. The following values were computed from the NAD 83(2011) position.
 RL0979
 RL0979;                    North         East     Units Scale Factor Converg.
 RL0979;SPC MI N     -   176,702.892 7,809,057.389   MT  0.99990340   -1 47 36.0
 RL0979;SPC MI N     -   579,733.90 25,620,267.02   iFT  0.99990340   -1 47 36.0
 RL0979;UTM  16      - 5,135,516.546   309,086.885   MT  1.00004805   -1 47 44.5
 RL0979
 RL0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0979!SPC MI N     -   0.99993083  x   0.99990340  =   0.99983424
 RL0979!UTM  16      -   0.99993083  x   1.00004805  =   0.99997888
 RL0979
 RL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0908635516(NAD 83)
 RL0979
 RL0979                          SUPERSEDED SURVEY CONTROL
 RL0979
 RL0979  NAD 83(2007)-  46 20 46.67661(N)    089 28 51.98769(W) AD(2002.00) A
 RL0979  ELLIP H (02/24/11)  441.264  (m)                       GP(2002.00) 3 2
 RL0979  NAVD 88             472.34   (m)         1549.7    (f) LEVELING    3  
 RL0979  NGVD 29 (??/??/92)  472.354  (m)         1549.71   (f) ADJ UNCH    2 0
 RL0979
 RL0979.Superseded values are not recommended for survey control.
 RL0979
 RL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0979.See file dsdata.pdf to determine how the superseded data were derived.
 RL0979
 RL0979_MARKER: DB = BENCH MARK DISK
 RL0979_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0979_SP_SET: BRIDGE ABUTMENT
 RL0979_STAMPING: G 141 1948
 RL0979_MARK LOGO: CGS
 RL0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0979+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 RL0979
 RL0979  HISTORY     - Date     Condition        Report By
 RL0979  HISTORY     - 1948     MONUMENTED       CGS
 RL0979  HISTORY     - 1987     GOOD             USPSQD
 RL0979  HISTORY     - 19950830 GOOD             MIDT
 RL0979  HISTORY     - 20090615 GOOD             MIDT
 RL0979  HISTORY     - 20130901 GOOD             WIDT
 RL0979
 RL0979                          STATION DESCRIPTION
 RL0979
 RL0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0979'11.7 MI E FROM MARENISCO.
 RL0979'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0979'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0979'11.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, SET IN THE TOP OF THE
 RL0979'SOUTHEAST END OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST
 RL0979'CONCRETE BANISTER OF A 42-FOOT CONCRETE BRIDGE OVER TENDERFOOT
 RL0979'CREEK, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.5
 RL0979'FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST BANISTER,
 RL0979'1/2 FOOT NORTHEAST OF THE BANISTER, DIRECTLY OVER SOUTHEAST
 RL0979'ABUTMENT OF BRIDGE AND 1/2 FOOT ABOVE THE HIGHWAY.
 RL0979
 RL0979                          STATION RECOVERY (1987)
 RL0979
 RL0979'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0979'RECOVERED IN GOOD CONDITION.
 RL0979
 RL0979                          STATION RECOVERY (1995)
 RL0979
 RL0979'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0979'STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF MARENISCO
 RL0979'ALONG OLD US HIGHWAY 2 AT TENDERFOOT CREEK. TO REACH FROM THE JUNCTION
 RL0979'OF US HIGHWAY 2 AND STATE HIGHWAY M-64 SOUTH A MARENISCO GO SOUTHEAST
 RL0979'ALONG US HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A ROAD RIGHT.  TURN
 RL0979'RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 0.4 MI (0.6 KM) TO THE MARK ON
 RL0979'THE RIGHT IN THE CONCRETE BRIDGE OVER TENDERFOOT CREEK. STATION IS SET
 RL0979'IN THE TOP OF THE SOUTHEAST END OF THE SOUTH CONCRETE SIDEWALK AT THE
 RL0979'EAST ABUTMENT, 16 FT (4.9 M) SOUTHWEST FROM THE ROAD CENTERLINE, 10.5
 RL0979'FT (3.2 M) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE RAILING (AKA
 RL0979'BANISTER) , 0.5 FT (15.2 CM) NORTHEAST OF THE FACE OF THE RAILING AND
 RL0979'ABOUT 0.5 FT (15.2 CM) ABOVE THE ROAD.
 RL0979
 RL0979                          STATION RECOVERY (2009)
 RL0979
 RL0979'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0979'RECOVERED AS DESCRIBED.
 RL0979
 RL0979                          STATION RECOVERY (2013)
 RL0979
 RL0979'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RL0979'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1203 ***********************************************************************
 RL1203  DESIGNATION -  G 142
 RL1203  PID         -  RL1203
 RL1203  STATE/COUNTY-  MI/GOGEBIC
 RL1203  COUNTRY     -  US
 RL1203  USGS QUAD   -  MARENISCO (2017)
 RL1203
 RL1203                         *CURRENT SURVEY CONTROL
 RL1203  ______________________________________________________________________
 RL1203* NAD 83(1986) POSITION- 46 23 41.     (N) 089 38 15.     (W)   SCALED
 RL1203* NAVD 88 ORTHO HEIGHT -   490.654 (meters)     1609.75  (feet) ADJUSTED
 RL1203  ______________________________________________________________________
 RL1203  GEOID HEIGHT    -        -31.056 (meters)                     GEOID18
 RL1203  DYNAMIC HEIGHT  -        490.656 (meters)     1609.76  (feet) COMP
 RL1203  MODELED GRAVITY -    980,603.6   (mgal)                       NAVD 88
 RL1203
 RL1203  VERT ORDER      -  SECOND    CLASS 0
 RL1203
 RL1203.The horizontal coordinates were scaled from a map and have
 RL1203.an estimated accuracy of +/- 6 seconds.
 RL1203
 RL1203.The orthometric height was determined by differential leveling and
 RL1203.adjusted by the NATIONAL GEODETIC SURVEY
 RL1203.in June 1991.
 RL1203
 RL1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1203.GEOID18 height accuracy estimate available here.
 RL1203
 RL1203.Click photographs - Photos may exist for this station.
 RL1203
 RL1203.The dynamic height is computed by dividing the NAVD 88
 RL1203.geopotential number by the normal gravity value computed on the
 RL1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1203.degrees latitude (g = 980.6199 gals.).
 RL1203
 RL1203.The modeled gravity was interpolated from observed gravity values.
 RL1203
 RL1203;                    North         East    Units  Estimated Accuracy
 RL1203;SPC MI N     -   182,470.    7,797,210.      MT  (+/- 180 meters Scaled)
 RL1203
 RL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS972412(NAD 83)
 RL1203
 RL1203                          SUPERSEDED SURVEY CONTROL
 RL1203
 RL1203  NGVD 29 (??/??/92)  490.650  (m)         1609.74   (f) ADJ UNCH    2 0
 RL1203
 RL1203.Superseded values are not recommended for survey control.
 RL1203
 RL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1203.See file dsdata.pdf to determine how the superseded data were derived.
 RL1203
 RL1203_MARKER: DB = BENCH MARK DISK
 RL1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1203_STAMPING: G 142 1948
 RL1203_MARK LOGO: CGS
 RL1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1203+STABILITY: SURFACE MOTION
 RL1203
 RL1203  HISTORY     - Date     Condition        Report By
 RL1203  HISTORY     - 1948     MONUMENTED       CGS
 RL1203  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1203  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1203  HISTORY     - 20040805 GOOD             USPSQD
 RL1203
 RL1203                          STATION DESCRIPTION
 RL1203
 RL1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1203'3.7 MI NE FROM MARENISCO.
 RL1203'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1203'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1203'1.0 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2, 111 FEET
 RL1203'SOUTHWEST OF THE NORTHWEST END OF A 14-INCH PIPE CULVERT, 42
 RL1203'FEET SOUTHWEST OF A POWER POLE, 10 FEET SOUTHEAST OF THE ROW
 RL1203'OF POLES, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL1203'15 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH FIR TREE, 2 1/2
 RL1203'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1203'PROJECTING 6 INCHES.
 RL1203
 RL1203                          STATION RECOVERY (1987)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1203'MARK NOT FOUND.
 RL1203
 RL1203                          STATION RECOVERY (1995)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1203'MARK NOT FOUND.
 RL1203
 RL1203                          STATION RECOVERY (2004)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1101 ***********************************************************************
 RL1101  DESIGNATION -  G 143
 RL1101  PID         -  RL1101
 RL1101  STATE/COUNTY-  MI/ONTONAGON
 RL1101  COUNTRY     -  US
 RL1101  USGS QUAD   -  PAULDING (2017)
 RL1101
 RL1101                         *CURRENT SURVEY CONTROL
 RL1101  ______________________________________________________________________
 RL1101* NAD 83(1986) POSITION- 46 24 14.7    (N) 089 12 36.3    (W)   HD_HELD2
 RL1101* NAVD 88 ORTHO HEIGHT -   417.691 (meters)     1370.37  (feet) ADJUSTED
 RL1101  ______________________________________________________________________
 RL1101  GEOID HEIGHT    -        -31.563 (meters)                     GEOID18
 RL1101  DYNAMIC HEIGHT  -        417.702 (meters)     1370.41  (feet) COMP
 RL1101  MODELED GRAVITY -    980,627.7   (mgal)                       NAVD 88
 RL1101
 RL1101  VERT ORDER      -  SECOND    CLASS 0
 RL1101
 RL1101.The horizontal coordinates were established by autonomous hand held GPS
 RL1101.observations and have an estimated accuracy of +/- 10 meters.
 RL1101
 RL1101.The orthometric height was determined by differential leveling and
 RL1101.adjusted by the NATIONAL GEODETIC SURVEY
 RL1101.in June 1991.
 RL1101
 RL1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1101.GEOID18 height accuracy estimate available here.
 RL1101
 RL1101.Click photographs - Photos may exist for this station.
 RL1101
 RL1101.The dynamic height is computed by dividing the NAVD 88
 RL1101.geopotential number by the normal gravity value computed on the
 RL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1101.degrees latitude (g = 980.6199 gals.).
 RL1101
 RL1101.The modeled gravity was interpolated from observed gravity values.
 RL1101
 RL1101;                    North         East    Units  Estimated Accuracy
 RL1101;SPC MI N     -   182,506.    7,830,088.      MT  (+/- 10 meters HH2 GPS)
 RL1101
 RL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3012041318(NAD 83)
 RL1101
 RL1101                          SUPERSEDED SURVEY CONTROL
 RL1101
 RL1101  NGVD 29 (??/??/92)  417.714  (m)         1370.45   (f) ADJ UNCH    2 0
 RL1101
 RL1101.Superseded values are not recommended for survey control.
 RL1101
 RL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1101.See file dsdata.pdf to determine how the superseded data were derived.
 RL1101
 RL1101_MARKER: DB = BENCH MARK DISK
 RL1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1101_STAMPING: G 143 1948
 RL1101_MARK LOGO: CGS
 RL1101_PROJECTION: FLUSH
 RL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1101+STABILITY: SURFACE MOTION
 RL1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1101+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 RL1101
 RL1101  HISTORY     - Date     Condition        Report By
 RL1101  HISTORY     - 1948     MONUMENTED       CGS
 RL1101  HISTORY     - 20010617 GOOD             USPSQD
 RL1101  HISTORY     - 20040924 GOOD             GEOCAC
 RL1101  HISTORY     - 20240903 GOOD             MITU
 RL1101
 RL1101                          STATION DESCRIPTION
 RL1101
 RL1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1101'1.8 MI W FROM PAULDING.
 RL1101'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST
 RL1101'OFFICE AT PAULDING, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG A
 RL1101'GRAVEL ROAD, ABOUT 0.55 MILE NORTHEAST OF A ROAD SOUTH TO
 RL1101'PAULDING FIRE LOOKOUT TOWER, ABOUT 0.4 MILE WEST AND SOUTH OF
 RL1101'A 20-FOOT CONCRETE BRIDGE OVER BLUFF CREEK, ALONG A SHORT
 RL1101'NORTH-SOUTH TANGENT, AT THE JUNCTION OF A ROAD SOUTHEAST, 40
 RL1101'FEET EAST OF THE CENTER OF THE JUNCTION, 8 FEET WEST OF A TRIANGULAR
 RL1101'BLAZED 20-INCH PINE TREE, 31 FEET SOUTH OF A TRIANGULAR BLAZED
 RL1101'14-INCH PINE TREE, 11 FEET NORTHWEST OF A TRIANGULAR BLAZED
 RL1101'14-INCH PINE TREE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL1101'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1101'POST PROJECTING 7 INCHES.
 RL1101
 RL1101                          STATION RECOVERY (2001)
 RL1101
 RL1101'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1101'RECOVERED IN GOOD CONDITION.
 RL1101
 RL1101                          STATION RECOVERY (2004)
 RL1101
 RL1101'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1101'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1101
 RL1101                          STATION RECOVERY (2024)
 RL1101
 RL1101'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL1101'FOUND MOSTLY AS DESCRIBED IN THE 1948 STATION DESCRIPTION BUT WITH THE
 RL1101'FOLLOWING CHANGES.  FROM THE BRIDGE OVER ROSELAWN CREEK AT THE NORTH
 RL1101'EDGE OF PAULDING, GO 0.1 MI (0.2 KM) NORTH ON U.S. 45 TO SLEEPY HOLLOW
 RL1101'ROAD ON THE WEST, THEN ON SLEEPY HOLLOW ROAD FOR 1.6 MI (2.6 KM) TO
 RL1101'BEYOND THE END OF PAVEMENT AND LESS THAN 0.1 MI (0.2 KM) PAST A
 RL1101'RIGHT-ANGLE CURVE TO THE SOUTH.  THE SURVEY MARK IS 55 FT (16.8 M)
 RL1101'PACED NORTH OF A TRACK ROAD ENTERING SLEEPY HOLLOW ROAD FROM THE
 RL1101'SOUTH-SOUTHEAST, 30 FT (9.1 M) PACED NORTH-NORTHEAST OF A RIGHT-CURVE
 RL1101'ROAD SIGN (ORANGE AND BLACK), 35 FT (10.7 M) PACED EAST OF THE
 RL1101'CENTERLINE OF SLEEPY HOLLOW ROAD, 8 FT (2.4 M) WEST OF A WHITE PINE 30
 RL1101'PLUS INCHES ACROSS AND 2 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 RL1101'THE MARK WAS FOUND BURIED UNDER 2 INCHES (5 CM) OF SOIL.  SOME
 RL1101'CLEARING OF BRUSH WAS DONE TO MAKE THE WITNESS POST VISIBLE FROM THE
 RL1101'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1049 ***********************************************************************
 RL1049  DESIGNATION -  G 144
 RL1049  PID         -  RL1049
 RL1049  STATE/COUNTY-  MI/ONTONAGON
 RL1049  COUNTRY     -  US
 RL1049  USGS QUAD   -  BEATON (2017)
 RL1049
 RL1049                         *CURRENT SURVEY CONTROL
 RL1049  ______________________________________________________________________
 RL1049* NAD 83(1986) POSITION- 46 21 27.9    (N) 089 17 19.3    (W)   HD_HELD2
 RL1049* NAVD 88 ORTHO HEIGHT -   460.358 (meters)     1510.36  (feet) ADJUSTED
 RL1049  ______________________________________________________________________
 RL1049  GEOID HEIGHT    -        -31.313 (meters)                     GEOID18
 RL1049  DYNAMIC HEIGHT  -        460.372 (meters)     1510.40  (feet) COMP
 RL1049  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 RL1049
 RL1049  VERT ORDER      -  SECOND    CLASS 0
 RL1049
 RL1049.The horizontal coordinates were established by autonomous hand held GPS
 RL1049.observations and have an estimated accuracy of +/- 10 meters.
 RL1049
 RL1049.The orthometric height was determined by differential leveling and
 RL1049.adjusted by the NATIONAL GEODETIC SURVEY
 RL1049.in June 1991.
 RL1049
 RL1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1049.GEOID18 height accuracy estimate available here.
 RL1049
 RL1049.Click photographs - Photos may exist for this station.
 RL1049
 RL1049.The dynamic height is computed by dividing the NAVD 88
 RL1049.geopotential number by the normal gravity value computed on the
 RL1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1049.degrees latitude (g = 980.6199 gals.).
 RL1049
 RL1049.The modeled gravity was interpolated from observed gravity values.
 RL1049
 RL1049;                    North         East    Units  Estimated Accuracy
 RL1049;SPC MI N     -   177,530.    7,823,898.      MT  (+/- 10 meters HH2 GPS)
 RL1049
 RL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2392836342(NAD 83)
 RL1049
 RL1049                          SUPERSEDED SURVEY CONTROL
 RL1049
 RL1049  NGVD 29 (??/??/92)  460.380  (m)         1510.43   (f) ADJ UNCH    2 0
 RL1049
 RL1049.Superseded values are not recommended for survey control.
 RL1049
 RL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1049.See file dsdata.pdf to determine how the superseded data were derived.
 RL1049
 RL1049_MARKER: DB = BENCH MARK DISK
 RL1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1049_STAMPING: G 144 1948
 RL1049_MARK LOGO: CGS
 RL1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1049+STABILITY: SURFACE MOTION
 RL1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1049+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1049
 RL1049  HISTORY     - Date     Condition        Report By
 RL1049  HISTORY     - 1948     MONUMENTED       CGS
 RL1049  HISTORY     - 20010617 GOOD             USPSQD
 RL1049  HISTORY     - 20040925 GOOD             GEOCAC
 RL1049
 RL1049                          STATION DESCRIPTION
 RL1049
 RL1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1049'8.9 MI SW FROM PAULDING.
 RL1049'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1049'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1049'ROAD, THENCE ABOUT 2.95 MILES SOUTH ALONG A ROAD LEADING TO
 RL1049'COUNTY LINE LAKE, AT A SMALL CLEARING ON EAST SIDE OF ROAD,
 RL1049'ABOUT 0.3 MILE NORTH OF A ROAD LEADING WEST, ABOUT 0.3 MILE
 RL1049'SOUTH OF A DIM ROAD EAST, 285 FEET SOUTH OF THE CENTER OF THE
 RL1049'JUCNTION OF A DIM ROAD EAST, 53 FEET NORTH OF A TRIANGULAR
 RL1049'BLAZED 22-INCH BIRCH TREE, 34 FEET SOUTH-SOUTHEAST OF A
 RL1049'TRIANGULAR BLAZED 12-INCH HARD MAPLE TREE, 32 FEET EAST OF THE
 RL1049'CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A TRIANGULAR BLAZED
 RL1049'18-INCH BIRCH TREE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1049'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1049'POST PROJECTING 6 INCHES.
 RL1049
 RL1049                          STATION RECOVERY (2001)
 RL1049
 RL1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1049'RECOVERED IN GOOD CONDITION.
 RL1049
 RL1049                          STATION RECOVERY (2004)
 RL1049
 RL1049'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1253 ***********************************************************************
 RL1253  DESIGNATION -  G 145
 RL1253  PID         -  RL1253
 RL1253  STATE/COUNTY-  MI/GOGEBIC
 RL1253  COUNTRY     -  US
 RL1253  USGS QUAD   -  CHANEY LAKE (2017)
 RL1253
 RL1253                         *CURRENT SURVEY CONTROL
 RL1253  ______________________________________________________________________
 RL1253* NAD 83(1986) POSITION- 46 21 40.45   (N) 089 56 12.12   (W)   HD_HELD1
 RL1253* NAVD 88 ORTHO HEIGHT -   510.827 (meters)     1675.94  (feet) ADJUSTED
 RL1253  ______________________________________________________________________
 RL1253  GEOID HEIGHT    -        -30.933 (meters)                     GEOID18
 RL1253  DYNAMIC HEIGHT  -        510.822 (meters)     1675.92  (feet) COMP
 RL1253  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 RL1253
 RL1253  VERT ORDER      -  SECOND    CLASS 0
 RL1253
 RL1253.The horizontal coordinates were determined by differentially corrected
 RL1253.hand held GPS observations or other comparable positioning techniques
 RL1253.and have an estimated accuracy of +/- 3 meters.
 RL1253
 RL1253.The orthometric height was determined by differential leveling and
 RL1253.adjusted by the NATIONAL GEODETIC SURVEY
 RL1253.in June 1991.
 RL1253
 RL1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1253.GEOID18 height accuracy estimate available here.
 RL1253
 RL1253.Click photographs - Photos may exist for this station.
 RL1253
 RL1253.The dynamic height is computed by dividing the NAVD 88
 RL1253.geopotential number by the normal gravity value computed on the
 RL1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1253.degrees latitude (g = 980.6199 gals.).
 RL1253
 RL1253.The modeled gravity was interpolated from observed gravity values.
 RL1253
 RL1253;                    North         East    Units  Estimated Accuracy
 RL1253;SPC MI N     -   179,560.1   7,774,071.9     MT  (+/- 3 meters HH1 GPS) 
 RL1253
 RL1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7409338376(NAD 83)
 RL1253
 RL1253                          SUPERSEDED SURVEY CONTROL
 RL1253
 RL1253  NGVD 29 (??/??/92)  510.814  (m)         1675.90   (f) ADJ UNCH    2 0
 RL1253
 RL1253.Superseded values are not recommended for survey control.
 RL1253
 RL1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1253.See file dsdata.pdf to determine how the superseded data were derived.
 RL1253
 RL1253_MARKER: DB = BENCH MARK DISK
 RL1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1253_STAMPING: G 145 1948
 RL1253_MARK LOGO: CGS
 RL1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1253+STABILITY: SURFACE MOTION
 RL1253
 RL1253  HISTORY     - Date     Condition        Report By
 RL1253  HISTORY     - 1948     MONUMENTED       CGS
 RL1253  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1253  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1253  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1253
 RL1253                          STATION DESCRIPTION
 RL1253
 RL1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1253'8 MI S FROM WAKEFIELD.
 RL1253'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1253'HALL AT WAKEFIELD, THENCE ABOUT 7.4 MILES SOUTH ALONG CHANEY
 RL1253'LAKE ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHEAST, 94 FEET
 RL1253'NORTHEAST OF THE JUNCTION OF A TRAIL LEADING WEST, 54 FEET
 RL1253'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD NORTHEAST,
 RL1253'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST
 RL1253'OF THE CENTER LINE OF THE ROAD NORTHEAST, 16 FEET SOUTHWEST
 RL1253'OF A TRIANGULAR BLAZED 22-INCH HEMLOCK TREE, 6 FEET EAST
 RL1253'OF A TRIANGULAR BLAZED 15-INCH MAPLE TREE, 5 FEET WEST OF THE
 RL1253'WEST EDGE OF A LARGE GRANITE BOULDER, ABOUT LEVEL WITH THE ROAD
 RL1253'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1253
 RL1253                          STATION RECOVERY (1978)
 RL1253
 RL1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (1988)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (1996)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (2004)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1165 ***********************************************************************
 RL1165  DESIGNATION -  G 146
 RL1165  PID         -  RL1165
 RL1165  STATE/COUNTY-  MI/GOGEBIC
 RL1165  COUNTRY     -  US
 RL1165  USGS QUAD   -  GOGEBIC (2017)
 RL1165
 RL1165                         *CURRENT SURVEY CONTROL
 RL1165  ______________________________________________________________________
 RL1165* NAD 83(1986) POSITION- 46 20 01.42   (N) 089 31 50.96   (W)   HD_HELD1
 RL1165* NAVD 88 ORTHO HEIGHT -   486.411 (meters)     1595.83  (feet) ADJUSTED
 RL1165  ______________________________________________________________________
 RL1165  GEOID HEIGHT    -        -31.021 (meters)                     GEOID18
 RL1165  DYNAMIC HEIGHT  -        486.423 (meters)     1595.87  (feet) COMP
 RL1165  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 RL1165
 RL1165  VERT ORDER      -  SECOND    CLASS 0
 RL1165
 RL1165.The horizontal coordinates were determined by differentially corrected
 RL1165.hand held GPS observations or other comparable positioning techniques
 RL1165.and have an estimated accuracy of +/- 3 meters.
 RL1165
 RL1165.The orthometric height was determined by differential leveling and
 RL1165.adjusted by the NATIONAL GEODETIC SURVEY
 RL1165.in June 1991.
 RL1165
 RL1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1165.GEOID18 height accuracy estimate available here.
 RL1165
 RL1165.Click photographs - Photos may exist for this station.
 RL1165
 RL1165.The dynamic height is computed by dividing the NAVD 88
 RL1165.geopotential number by the normal gravity value computed on the
 RL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1165.degrees latitude (g = 980.6199 gals.).
 RL1165
 RL1165.The modeled gravity was interpolated from observed gravity values.
 RL1165
 RL1165;                    North         East    Units  Estimated Accuracy
 RL1165;SPC MI N     -   175,427.3   7,805,188.1     MT  (+/- 3 meters HH1 GPS) 
 RL1165
 RL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0521634240(NAD 83)
 RL1165
 RL1165                          SUPERSEDED SURVEY CONTROL
 RL1165
 RL1165  NGVD 29 (??/??/92)  486.426  (m)         1595.88   (f) ADJ UNCH    2 0
 RL1165
 RL1165.Superseded values are not recommended for survey control.
 RL1165
 RL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1165.See file dsdata.pdf to determine how the superseded data were derived.
 RL1165
 RL1165_MARKER: DB = BENCH MARK DISK
 RL1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1165_STAMPING: G 146 1948
 RL1165_MARK LOGO: CGS
 RL1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1165+STABILITY: SURFACE MOTION
 RL1165
 RL1165  HISTORY     - Date     Condition        Report By
 RL1165  HISTORY     - 1948     MONUMENTED       CGS
 RL1165
 RL1165                          STATION DESCRIPTION
 RL1165
 RL1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1165'2.4 MI SW FROM GOGEBIC STATION.
 RL1165'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM THE CROSSING OF
 RL1165'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1165'ABOUT 1.85 MILES SOUTHWEST ALONG A TRAIL, ABOUT 0.9 MILE SOUTHWEST
 RL1165'OF A TRAIL EAST, AT THE JUNCTION OF A TRAIL SOUTHEAST, 22 FEET
 RL1165'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRAIL, 30 FEET SOUTHEAST
 RL1165'OF THE CENTER OF THE JUNCTION, 38 FEET SOUTHEAST AND ACROSS
 RL1165'THE SIDE TRAIL FROM A TRIANGULAR BLAZED 10-INCH BASSWOOD TREE,
 RL1165'8 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH BIRCH TREE,
 RL1165'5 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH MAPLE TREE,
 RL1165'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1165'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1165'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1053 ***********************************************************************
 RL1053  DESIGNATION -  G 147
 RL1053  PID         -  RL1053
 RL1053  STATE/COUNTY-  MI/ONTONAGON
 RL1053  COUNTRY     -  US
 RL1053  USGS QUAD   -  CHOATE (2017)
 RL1053
 RL1053                         *CURRENT SURVEY CONTROL
 RL1053  ______________________________________________________________________
 RL1053* NAD 83(1986) POSITION- 46 28 51.06   (N) 089 15 42.20   (W)   HD_HELD1
 RL1053* NAVD 88 ORTHO HEIGHT -   394.748 (meters)     1295.10  (feet) ADJUSTED
 RL1053  ______________________________________________________________________
 RL1053  GEOID HEIGHT    -        -31.731 (meters)                     GEOID18
 RL1053  DYNAMIC HEIGHT  -        394.759 (meters)     1295.14  (feet) COMP
 RL1053  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 RL1053
 RL1053  VERT ORDER      -  SECOND    CLASS 0
 RL1053
 RL1053.The horizontal coordinates were determined by differentially corrected
 RL1053.hand held GPS observations or other comparable positioning techniques
 RL1053.and have an estimated accuracy of +/- 3 meters.
 RL1053
 RL1053.The orthometric height was determined by differential leveling and
 RL1053.adjusted by the NATIONAL GEODETIC SURVEY
 RL1053.in June 1991.
 RL1053
 RL1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1053.GEOID18 height accuracy estimate available here.
 RL1053
 RL1053.Click photographs - Photos may exist for this station.
 RL1053
 RL1053.The dynamic height is computed by dividing the NAVD 88
 RL1053.geopotential number by the normal gravity value computed on the
 RL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1053.degrees latitude (g = 980.6199 gals.).
 RL1053
 RL1053.The modeled gravity was interpolated from observed gravity values.
 RL1053
 RL1053;                    North         East    Units  Estimated Accuracy
 RL1053;SPC MI N     -   191,146.9   7,826,362.8     MT  (+/- 3 meters HH1 GPS) 
 RL1053
 RL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2639549960(NAD 83)
 RL1053
 RL1053                          SUPERSEDED SURVEY CONTROL
 RL1053
 RL1053  NGVD 29 (??/??/92)  394.759  (m)         1295.14   (f) ADJ UNCH    2 0
 RL1053
 RL1053.Superseded values are not recommended for survey control.
 RL1053
 RL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1053.See file dsdata.pdf to determine how the superseded data were derived.
 RL1053
 RL1053_MARKER: DB = BENCH MARK DISK
 RL1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1053_STAMPING: G 147 1948
 RL1053_MARK LOGO: CGS
 RL1053_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1053+STABILITY: SURFACE MOTION
 RL1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1053+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2024
 RL1053
 RL1053  HISTORY     - Date     Condition        Report By
 RL1053  HISTORY     - 1948     MONUMENTED       CGS
 RL1053  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1053  HISTORY     - 20040925 GOOD             GEOCAC
 RL1053  HISTORY     - 20240902 GOOD             MITU
 RL1053
 RL1053                          STATION DESCRIPTION
 RL1053
 RL1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1053'4.6 MI SE FROM EWEN.
 RL1053'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE MEDHODIST
 RL1053'CHAPEL AT EWEN, THENCE ABOUT 3.75 MILES SOUTH ALONG A GRAVEL
 RL1053'ROAD, ABOUT 0.2 MILE NORTH OF A ROAD LEADING EAST, ABOUT 0.15
 RL1053'MILE SOUTH OF A 1 1/2 STORY FARM HOUSE ON WEST SIDE OF ROAD,
 RL1053'34 FEET EAST OF THE CENTER LINE OF THE ROAD, AT A FENCE CORNER,
 RL1053'8 FEET EAST OF THE NORTH-SOUTH FENCE, 1 1/2 FEET SOUTH OF THE
 RL1053'FENCE LINE EAST, ABOUT 150 FEET SOUTH OF THE SECOND POWER POLE
 RL1053'SOUTH OF A POLE WITH TRANSFORMER AND BRANCH LINE WEST TO HOUSE,
 RL1053'ABOUT IN LINE WITH THE ROW OF POLES, 2 1/2 FEET EAST OF A WHITE
 RL1053'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL1053'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1053
 RL1053                          STATION RECOVERY (2001)
 RL1053
 RL1053'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1053'MARK NOT FOUND.
 RL1053
 RL1053                          STATION RECOVERY (2004)
 RL1053
 RL1053'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1053'ROAD NAME IS CHOATE ROAD.
 RL1053'
 RL1053'LOCATED AT THE SOUTH END OF A VAST FIELD, (OPEN ON WEST ALSO) IN LINE
 RL1053'WITH THE TREE LINE TO THE EAST.  IT IS 155 FT SOUTH OF A OLD POWER
 RL1053'POLE, ABOUT 1.5 FT BELOW LEVEL WITH THE ROAD AND PROJECTING ABOUT
 RL1053'4-INCH'S ABOVE GROUND. NO WITNESS POST EXISTS AT THIS MARK.
 RL1053
 RL1053                          STATION RECOVERY (2024)
 RL1053
 RL1053'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2024 (JMD)
 RL1053'FOUND MOSTLY AS DESCRIBED IN THE 1948 STATION DESCRIPTION AND THE 2004
 RL1053'STATION RECOVERY NOTE BUT WITH THE FOLLOWING CHANGES.  THE FENCE
 RL1053'PRESENT IN 1948 IS GONE.  POWER POLES MENTIONED IN 1948 AND 2004 STILL
 RL1053'EXIST AND SERVE AS A REFERENCE.  THE SURVEY MARK IS NEARLY IN LINE
 RL1053'WITH THE ROW OF POLES AND 45 FT (13.7 M) PACED WEST-NORTHWEST FROM A
 RL1053'12-INCH (30 CM) ELM WITH A "NO HUNTING OR TRESPASSING" SIGN (RED AND
 RL1053'WHITE).  IT IS OBSCURED BY THICK GRASS THAT IS MOWED ALONG THE OUTER
 RL1053'EDGE OF THE DRAINAGE DITCH EAST OF CHOATE ROAD.  IT APPEARS TO HAVE
 RL1053'BEEN SCRAPED BY MACHINERY, THOUGH STILL IN GOOD CONDITION.
 RL1053'COORDINATES ON THE CURRENT DATA SHEET ARE SUFFICIENT TO GEOLOCATE TO
 RL1053'WITHIN 1-2 M (3.3 FT) OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0062 ***********************************************************************
 RL0062  DESIGNATION -  G 148
 RL0062  PID         -  RL0062
 RL0062  STATE/COUNTY-  MI/BARAGA
 RL0062  COUNTRY     -  US
 RL0062  USGS QUAD   -  PORTAGE ENTRY (2017)
 RL0062
 RL0062                         *CURRENT SURVEY CONTROL
 RL0062  ______________________________________________________________________
 RL0062* NAD 83(1986) POSITION- 46 53 59.     (N) 088 28 36.     (W)   SCALED
 RL0062* NAVD 88 ORTHO HEIGHT -   206.158 (meters)      676.37  (feet) ADJUSTED
 RL0062  ______________________________________________________________________
 RL0062  GEOID HEIGHT    -        -34.622 (meters)                     GEOID18
 RL0062  DYNAMIC HEIGHT  -        206.172 (meters)      676.42  (feet) COMP
 RL0062  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 RL0062
 RL0062  VERT ORDER      -  SECOND    CLASS 0
 RL0062
 RL0062.The horizontal coordinates were scaled from a map and have
 RL0062.an estimated accuracy of +/- 6 seconds.
 RL0062
 RL0062.The orthometric height was determined by differential leveling and
 RL0062.adjusted by the NATIONAL GEODETIC SURVEY
 RL0062.in June 1991.
 RL0062
 RL0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0062.GEOID18 height accuracy estimate available here.
 RL0062
 RL0062.Click photographs - Photos may exist for this station.
 RL0062
 RL0062.The dynamic height is computed by dividing the NAVD 88
 RL0062.geopotential number by the normal gravity value computed on the
 RL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0062.degrees latitude (g = 980.6199 gals.).
 RL0062
 RL0062.The modeled gravity was interpolated from observed gravity values.
 RL0062
 RL0062;                    North         East    Units  Estimated Accuracy
 RL0062;SPC MI N     -   236,280.    7,887,490.      MT  (+/- 180 meters Scaled)
 RL0062
 RL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS875950(NAD 83)
 RL0062
 RL0062                          SUPERSEDED SURVEY CONTROL
 RL0062
 RL0062  NGVD 29 (??/??/92)  206.144  (m)          676.32   (f) ADJ UNCH    2 0
 RL0062
 RL0062.Superseded values are not recommended for survey control.
 RL0062
 RL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0062.See file dsdata.pdf to determine how the superseded data were derived.
 RL0062
 RL0062_MARKER: DB = BENCH MARK DISK
 RL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0062_STAMPING: G 148 1948
 RL0062_MARK LOGO: CGS
 RL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0062+STABILITY: SURFACE MOTION
 RL0062
 RL0062  HISTORY     - Date     Condition        Report By
 RL0062  HISTORY     - 1948     MONUMENTED       CGS
 RL0062
 RL0062                          STATION DESCRIPTION
 RL0062
 RL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0062'1.2 MI S FROM ARNHEIM.
 RL0062'ABOUT 1.2 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0062'RAILWAY FROM THE ROAD CROSSING AT ARNHEIM, AT THE NORTHWEST
 RL0062'CORNER OF A CULTIVATED FIELD, 178 FEET NORTHEAST AND ACROSS
 RL0062'THE TRACK FROM MILE POST 31, 38 FEET EAST OF THE EAST RAIL OF
 RL0062'THE TRACK, 12 FEET SOUTHWEST OF TELEPHONE POLE 1217, 8 FEET
 RL0062'WEST OF THE R/W FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE
 RL0062'WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP
 RL0062'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0553 ***********************************************************************
 RL0553  DESIGNATION -  G 149
 RL0553  PID         -  RL0553
 RL0553  STATE/COUNTY-  MI/HOUGHTON
 RL0553  COUNTRY     -  US
 RL0553  USGS QUAD   -  PINE LAKE (2017)
 RL0553
 RL0553                         *CURRENT SURVEY CONTROL
 RL0553  ______________________________________________________________________
 RL0553* NAD 83(1986) POSITION- 46 55 25.     (N) 088 37 30.     (W)   SCALED
 RL0553* NAVD 88 ORTHO HEIGHT -   254.896 (meters)      836.27  (feet) ADJUSTED
 RL0553  ______________________________________________________________________
 RL0553  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 RL0553  DYNAMIC HEIGHT  -        254.915 (meters)      836.33  (feet) COMP
 RL0553  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 RL0553
 RL0553  VERT ORDER      -  SECOND    CLASS 0
 RL0553
 RL0553.The horizontal coordinates were scaled from a map and have
 RL0553.an estimated accuracy of +/- 6 seconds.
 RL0553
 RL0553.The orthometric height was determined by differential leveling and
 RL0553.adjusted by the NATIONAL GEODETIC SURVEY
 RL0553.in June 1991.
 RL0553
 RL0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0553.GEOID18 height accuracy estimate available here.
 RL0553
 RL0553.Click photographs - Photos may exist for this station.
 RL0553
 RL0553.The dynamic height is computed by dividing the NAVD 88
 RL0553.geopotential number by the normal gravity value computed on the
 RL0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0553.degrees latitude (g = 980.6199 gals.).
 RL0553
 RL0553.The modeled gravity was interpolated from observed gravity values.
 RL0553
 RL0553;                    North         East    Units  Estimated Accuracy
 RL0553;SPC MI N     -   239,150.    7,876,250.      MT  (+/- 180 meters Scaled)
 RL0553
 RL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS762979(NAD 83)
 RL0553
 RL0553                          SUPERSEDED SURVEY CONTROL
 RL0553
 RL0553  NGVD 29 (??/??/92)  254.884  (m)          836.23   (f) ADJ UNCH    2 0
 RL0553
 RL0553.Superseded values are not recommended for survey control.
 RL0553
 RL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0553.See file dsdata.pdf to determine how the superseded data were derived.
 RL0553
 RL0553_MARKER: DB = BENCH MARK DISK
 RL0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0553_SP_SET: FOUNDATION
 RL0553_STAMPING: G 149 1948
 RL0553_MARK LOGO: CGS
 RL0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0553+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 RL0553
 RL0553  HISTORY     - Date     Condition        Report By
 RL0553  HISTORY     - 1948     MONUMENTED       CGS
 RL0553  HISTORY     - 20040430 GOOD             GEOCAC
 RL0553
 RL0553                          STATION DESCRIPTION
 RL0553
 RL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0553'AT TAPIOLA.
 RL0553'AT TAPIOLA, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 RL0553'FOUNDATION AT THE NORTHWEST CORNER OF THE JOHN DOELLE AGRICULTURAL
 RL0553'SCHOOL, 3 FEET SOUTH OF THE NORTHWEST CORNER, 57 FEET NORTH
 RL0553'OF THE WEST ENTRANCE AND 1 FOOT ABOVE THE GROUND.
 RL0553
 RL0553                          STATION RECOVERY (2004)
 RL0553
 RL0553'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0553'THE BUILDING IS NO LONGER A SCHOOL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0248 ***********************************************************************
 PL0248  DESIGNATION -  G 15
 PL0248  PID         -  PL0248
 PL0248  STATE/COUNTY-  MI/OSCEOLA
 PL0248  COUNTRY     -  US
 PL0248  USGS QUAD   -  LE ROY (2017)
 PL0248
 PL0248                         *CURRENT SURVEY CONTROL
 PL0248  ______________________________________________________________________
 PL0248* NAD 83(1986) POSITION- 44 00 28.     (N) 085 29 57.     (W)   SCALED
 PL0248* NAVD 88 ORTHO HEIGHT -   364.445 (meters)     1195.68  (feet) ADJUSTED
 PL0248  ______________________________________________________________________
 PL0248  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 PL0248  DYNAMIC HEIGHT  -        364.389 (meters)     1195.50  (feet) COMP
 PL0248  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 PL0248
 PL0248  VERT ORDER      -  FIRST     CLASS II
 PL0248
 PL0248.The horizontal coordinates were scaled from a map and have
 PL0248.an estimated accuracy of +/- 6 seconds.
 PL0248
 PL0248.The orthometric height was determined by differential leveling and
 PL0248.adjusted by the NATIONAL GEODETIC SURVEY
 PL0248.in June 1991.
 PL0248
 PL0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0248.GEOID18 height accuracy estimate available here.
 PL0248
 PL0248.Click photographs - Photos may exist for this station.
 PL0248
 PL0248.The dynamic height is computed by dividing the NAVD 88
 PL0248.geopotential number by the normal gravity value computed on the
 PL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0248.degrees latitude (g = 980.6199 gals.).
 PL0248
 PL0248.The modeled gravity was interpolated from observed gravity values.
 PL0248
 PL0248;                    North         East    Units  Estimated Accuracy
 PL0248;SPC MI C     -    77,430.    5,909,180.      MT  (+/- 180 meters Scaled)
 PL0248
 PL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP203738(NAD 83)
 PL0248
 PL0248                          SUPERSEDED SURVEY CONTROL
 PL0248
 PL0248  NGVD 29 (??/??/92)  364.543  (m)         1196.00   (f) ADJ UNCH    1 2
 PL0248
 PL0248.Superseded values are not recommended for survey control.
 PL0248
 PL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0248.See file dsdata.pdf to determine how the superseded data were derived.
 PL0248
 PL0248_MARKER: P = PIPE CAP
 PL0248_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PL0248_SP_SET: RAIL
 PL0248_STAMPING: 312
 PL0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0248
 PL0248  HISTORY     - Date     Condition        Report By
 PL0248  HISTORY     - 1916     MONUMENTED       CGS
 PL0248  HISTORY     - 1934     GOOD             CGS
 PL0248  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0248
 PL0248                          STATION DESCRIPTION
 PL0248
 PL0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0248'2.5 MI N FROM ASHTON.
 PL0248'2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0248'STATION AT ASHTON, AT MILEPOST 312, AND 6.3 FEET EAST OF THE
 PL0248'EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING
 PL0248'2 INCHES ABOVE GROUND AND STAMPED 312.
 PL0248
 PL0248                          STATION RECOVERY (2001)
 PL0248
 PL0248'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0336 ***********************************************************************
 RK0336  DESIGNATION -  G 150
 RK0336  PID         -  RK0336
 RK0336  STATE/COUNTY-  MI/MARQUETTE
 RK0336  COUNTRY     -  US
 RK0336  USGS QUAD   -  SILVER LAKE BASIN (2017)
 RK0336
 RK0336                         *CURRENT SURVEY CONTROL
 RK0336  ______________________________________________________________________
 RK0336* NAD 83(1986) POSITION- 46 37 49.2    (N) 087 46 33.5    (W)   HD_HELD2
 RK0336* NAVD 88 ORTHO HEIGHT -   424.067 (meters)     1391.29  (feet) ADJUSTED
 RK0336  ______________________________________________________________________
 RK0336  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 RK0336  DYNAMIC HEIGHT  -        424.093 (meters)     1391.38  (feet) COMP
 RK0336  MODELED GRAVITY -    980,662.2   (mgal)                       NAVD 88
 RK0336
 RK0336  VERT ORDER      -  SECOND    CLASS 0
 RK0336
 RK0336.The horizontal coordinates were established by autonomous hand held GPS
 RK0336.observations and have an estimated accuracy of +/- 10 meters.
 RK0336
 RK0336.The orthometric height was determined by differential leveling and
 RK0336.adjusted by the NATIONAL GEODETIC SURVEY
 RK0336.in June 1991.
 RK0336
 RK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0336.GEOID18 height accuracy estimate available here.
 RK0336
 RK0336.Click photographs - Photos may exist for this station.
 RK0336
 RK0336.The dynamic height is computed by dividing the NAVD 88
 RK0336.geopotential number by the normal gravity value computed on the
 RK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0336.degrees latitude (g = 980.6199 gals.).
 RK0336
 RK0336.The modeled gravity was interpolated from observed gravity values.
 RK0336
 RK0336;                    North         East    Units  Estimated Accuracy
 RK0336;SPC MI N     -   205,576.    7,940,582.      MT  (+/- 10 meters HH2 GPS)
 RK0336
 RK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4060064378(NAD 83)
 RK0336
 RK0336                          SUPERSEDED SURVEY CONTROL
 RK0336
 RK0336  NGVD 29 (??/??/92)  424.016  (m)         1391.13   (f) ADJ UNCH    2 0
 RK0336
 RK0336.Superseded values are not recommended for survey control.
 RK0336
 RK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0336.See file dsdata.pdf to determine how the superseded data were derived.
 RK0336
 RK0336_MARKER: DB = BENCH MARK DISK
 RK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0336_STAMPING: G 150 1948
 RK0336_MARK LOGO: CGS
 RK0336_PROJECTION: FLUSH
 RK0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0336+STABILITY: SURFACE MOTION
 RK0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0336+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 RK0336
 RK0336  HISTORY     - Date     Condition        Report By
 RK0336  HISTORY     - 1948     MONUMENTED       CGS
 RK0336  HISTORY     - 1985     GOOD             NGS
 RK0336  HISTORY     - 20080607 GOOD             GEOCAC
 RK0336  HISTORY     - 20090602 GOOD             MIDT
 RK0336
 RK0336                          STATION DESCRIPTION
 RK0336
 RK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0336'15.6 MI NW FROM ISHPEMING.
 RK0336'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0336'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0336'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE
 RK0336'SOUTHEAST ALONG A DIM ROAD, 0.4 MILE SOUTHEAST OF THE BRIDGE
 RK0336'OVER BIG DEAD RIVER, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 RK0336'WITH A ROAD SOUTH, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RK0336'MAIN ROAD, 26 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 RK0336'35 FEET SOUTH OF THE EXTENDED CENTER LINE OF A VERY DIM ROAD
 RK0336'LEADING WEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RK0336'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RK0336'CONCRETE POST PROJECTING 6 INCHES.
 RK0336
 RK0336                          STATION RECOVERY (1985)
 RK0336
 RK0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0336'RECOVERED IN GOOD CONDITION.
 RK0336
 RK0336                          STATION RECOVERY (2008)
 RK0336
 RK0336'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0336'RECOVERED IN GOOD CONDITION.
 RK0336
 RK0336                          STATION RECOVERY (2009)
 RK0336
 RK0336'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0336'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0595 ***********************************************************************
 RL0595  DESIGNATION -  G 151
 RL0595  PID         -  RL0595
 RL0595  STATE/COUNTY-  MI/HOUGHTON
 RL0595  COUNTRY     -  US
 RL0595  USGS QUAD   -  NISULA (2017)
 RL0595
 RL0595                         *CURRENT SURVEY CONTROL
 RL0595  ______________________________________________________________________
 RL0595* NAD 83(1986) POSITION- 46 45 48.     (N) 088 45 33.     (W)   SCALED
 RL0595* NAVD 88 ORTHO HEIGHT -   284.874 (meters)      934.62  (feet) ADJUSTED
 RL0595  ______________________________________________________________________
 RL0595  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 RL0595  DYNAMIC HEIGHT  -        284.891 (meters)      934.68  (feet) COMP
 RL0595  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RL0595
 RL0595  VERT ORDER      -  SECOND    CLASS 0
 RL0595
 RL0595.The horizontal coordinates were scaled from a map and have
 RL0595.an estimated accuracy of +/- 6 seconds.
 RL0595
 RL0595.The orthometric height was determined by differential leveling and
 RL0595.adjusted by the NATIONAL GEODETIC SURVEY
 RL0595.in June 1991.
 RL0595
 RL0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0595.GEOID18 height accuracy estimate available here.
 RL0595
 RL0595.Click photographs - Photos may exist for this station.
 RL0595
 RL0595.The dynamic height is computed by dividing the NAVD 88
 RL0595.geopotential number by the normal gravity value computed on the
 RL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0595.degrees latitude (g = 980.6199 gals.).
 RL0595
 RL0595.The modeled gravity was interpolated from observed gravity values.
 RL0595
 RL0595;                    North         East    Units  Estimated Accuracy
 RL0595;SPC MI N     -   221,560.    7,865,640.      MT  (+/- 180 meters Scaled)
 RL0595
 RL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS656803(NAD 83)
 RL0595
 RL0595                          SUPERSEDED SURVEY CONTROL
 RL0595
 RL0595  NGVD 29 (??/??/92)  284.860  (m)          934.58   (f) ADJ UNCH    2 0
 RL0595
 RL0595.Superseded values are not recommended for survey control.
 RL0595
 RL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0595.See file dsdata.pdf to determine how the superseded data were derived.
 RL0595
 RL0595_MARKER: DB = BENCH MARK DISK
 RL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0595_STAMPING: G 151 1948
 RL0595_MARK LOGO: CGS
 RL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0595+STABILITY: SURFACE MOTION
 RL0595
 RL0595  HISTORY     - Date     Condition        Report By
 RL0595  HISTORY     - 1948     MONUMENTED       CGS
 RL0595  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0595
 RL0595                          STATION DESCRIPTION
 RL0595
 RL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0595'AT ALSTON.
 RL0595'AT ALSTON, ACROSS STATE HIGHWAY 35 FROM THE SCHOOL BUILDING,
 RL0595'326 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 RL0595'OF THE SCHOOL BUILDING, 164 FEET SOUTHEAST AND ACROSS THE
 RL0595'HIGHWAY FROM THE VETERANS MEMORIAL MONUMENT, 32 FEET SOUTH OF
 RL0595'THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF A TRIANGULAR
 RL0595'BLAZED 9-INCH MAPLE TREE, 1 FOOT NORTH OF A FENCE LINE, 1 1/2
 RL0595'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0595'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0595'INCHES.
 RL0595
 RL0595                          STATION RECOVERY (1977)
 RL0595
 RL0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0595'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0611 ***********************************************************************
 RL0611  DESIGNATION -  G 152
 RL0611  PID         -  RL0611
 RL0611  STATE/COUNTY-  MI/HOUGHTON
 RL0611  COUNTRY     -  US
 RL0611  USGS QUAD   -  NISULA (2017)
 RL0611
 RL0611                         *CURRENT SURVEY CONTROL
 RL0611  ______________________________________________________________________
 RL0611* NAD 83(1986) POSITION- 46 51 26.     (N) 088 52 25.     (W)   SCALED
 RL0611* NAVD 88 ORTHO HEIGHT -   377.110 (meters)     1237.24  (feet) ADJUSTED
 RL0611  ______________________________________________________________________
 RL0611  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 RL0611  DYNAMIC HEIGHT  -        377.136 (meters)     1237.32  (feet) COMP
 RL0611  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 RL0611
 RL0611  VERT ORDER      -  SECOND    CLASS 0
 RL0611
 RL0611.The horizontal coordinates were scaled from a map and have
 RL0611.an estimated accuracy of +/- 6 seconds.
 RL0611
 RL0611.The orthometric height was determined by differential leveling and
 RL0611.adjusted by the NATIONAL GEODETIC SURVEY
 RL0611.in June 1991.
 RL0611
 RL0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0611.GEOID18 height accuracy estimate available here.
 RL0611
 RL0611.Click photographs - Photos may exist for this station.
 RL0611
 RL0611.The dynamic height is computed by dividing the NAVD 88
 RL0611.geopotential number by the normal gravity value computed on the
 RL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0611.degrees latitude (g = 980.6199 gals.).
 RL0611
 RL0611.The modeled gravity was interpolated from observed gravity values.
 RL0611
 RL0611;                    North         East    Units  Estimated Accuracy
 RL0611;SPC MI N     -   232,190.    7,857,140.      MT  (+/- 180 meters Scaled)
 RL0611
 RL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS571910(NAD 83)
 RL0611
 RL0611                          SUPERSEDED SURVEY CONTROL
 RL0611
 RL0611  NGVD 29 (??/??/92)  377.093  (m)         1237.18   (f) ADJ UNCH    2 0
 RL0611
 RL0611.Superseded values are not recommended for survey control.
 RL0611
 RL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0611.See file dsdata.pdf to determine how the superseded data were derived.
 RL0611
 RL0611_MARKER: DB = BENCH MARK DISK
 RL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0611_STAMPING: G 152 1948
 RL0611_MARK LOGO: CGS
 RL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0611+STABILITY: SURFACE MOTION
 RL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0611+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 RL0611
 RL0611  HISTORY     - Date     Condition        Report By
 RL0611  HISTORY     - 1948     MONUMENTED       CGS
 RL0611  HISTORY     - 20030708 GOOD             GEOCAC
 RL0611
 RL0611                          STATION DESCRIPTION
 RL0611
 RL0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0611'1.9 MI SE FROM WINONA.
 RL0611'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0611'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0611'HIGHWAY 26, THENCE ABOUT 1.4 MILES SOUTHEAST ALONG THE NISULA
 RL0611'ROAD, AT THE JUNCTION OF A ROAD NORTH TO THUNDER BAY LUMBER
 RL0611'COMPANY, ABOUT 0.6 MILE NORTHWEST OF A ROAD NORTHEAST, 39 FEET
 RL0611'WEST OF A TRIANGULAR BLAZED 26-INCH BIRCH TREE, 31 FEET SOUTHWEST
 RL0611'OF THE CENTER OF THE JUNCTION, 24 FEET SOUTH OF THE CENTER
 RL0611'LINE OF THE ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0611'POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0611'POST PROJECTING 3 INCHES.
 RL0611
 RL0611                          STATION RECOVERY (2003)
 RL0611
 RL0611'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0611'TO REACH FROM THE CROSS ROADS IN TWIN LAKES, FOLLOW HIGHWAY M-26
 RL0611'SOUTHWESTERLY 1.9 MILES TO A ROAD ON THE LEFT AT A TAVERN, PIKE LAKE
 RL0611'ROAD. FOLLOW PIKE LAKE RD 1.3 MILES SOUTHESTERLY TO THE MARK ON THE
 RL0611'RIGHT. THE WOODEN WITNESS POST IS STILL IN GOOD CONDITION WITH THE
 RL0611'LETTERS U.S.B.M. FAINTLY VISIBLE. THE MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0503 ***********************************************************************
 RL0503  DESIGNATION -  G 153
 RL0503  PID         -  RL0503
 RL0503  STATE/COUNTY-  MI/HOUGHTON
 RL0503  COUNTRY     -  US
 RL0503  USGS QUAD   -  WINONA SOUTH (2017)
 RL0503
 RL0503                         *CURRENT SURVEY CONTROL
 RL0503  ______________________________________________________________________
 RL0503* NAD 83(1986) POSITION- 46 52 15.66   (N) 088 52 41.32   (W)   HD_HELD1
 RL0503* NAVD 88 ORTHO HEIGHT -   374.476 (meters)     1228.59  (feet) ADJUSTED
 RL0503  ______________________________________________________________________
 RL0503  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 RL0503  DYNAMIC HEIGHT  -        374.508 (meters)     1228.70  (feet) COMP
 RL0503  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RL0503
 RL0503  VERT ORDER      -  FIRST     CLASS II
 RL0503
 RL0503.The horizontal coordinates were determined by differentially corrected
 RL0503.hand held GPS observations or other comparable positioning techniques
 RL0503.and have an estimated accuracy of +/- 3 meters.
 RL0503
 RL0503.The orthometric height was determined by differential leveling and
 RL0503.adjusted by the NATIONAL GEODETIC SURVEY
 RL0503.in June 1991.
 RL0503
 RL0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0503.GEOID18 height accuracy estimate available here.
 RL0503
 RL0503.Click photographs - Photos may exist for this station.
 RL0503
 RL0503.The dynamic height is computed by dividing the NAVD 88
 RL0503.geopotential number by the normal gravity value computed on the
 RL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0503.degrees latitude (g = 980.6199 gals.).
 RL0503
 RL0503.The modeled gravity was interpolated from observed gravity values.
 RL0503
 RL0503;                    North         East    Units  Estimated Accuracy
 RL0503;SPC MI N     -   233,735.3   7,856,832.3     MT  (+/- 3 meters HH1 GPS) 
 RL0503
 RL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5687192543(NAD 83)
 RL0503
 RL0503                          SUPERSEDED SURVEY CONTROL
 RL0503
 RL0503  NGVD 29 (??/??/92)  374.464  (m)         1228.55   (f) ADJ UNCH    1 2
 RL0503
 RL0503.Superseded values are not recommended for survey control.
 RL0503
 RL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0503.See file dsdata.pdf to determine how the superseded data were derived.
 RL0503
 RL0503_MARKER: DB = BENCH MARK DISK
 RL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0503_STAMPING: G 153 1948
 RL0503_MARK LOGO: CGS
 RL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0503+STABILITY: SURFACE MOTION
 RL0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0503+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 RL0503
 RL0503  HISTORY     - Date     Condition        Report By
 RL0503  HISTORY     - 1948     MONUMENTED       CGS
 RL0503  HISTORY     - 20010730 GOOD             MIDT
 RL0503  HISTORY     - 20020614 GOOD             JCLS
 RL0503  HISTORY     - 20070820 GOOD             GEOCAC
 RL0503  HISTORY     - 20080501 GOOD             JCLS
 RL0503  HISTORY     - 20140812 GOOD             MIDT
 RL0503
 RL0503                          STATION DESCRIPTION
 RL0503
 RL0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0503'1.2 MI SW FROM LAKE ROLAND.
 RL0503'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0503'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ON THE TOP OF A
 RL0503'SMALL KNOLL, 0.1 MILE WEST OF A SMALL LAKE ON THE SOUTH SIDE OF
 RL0503'HIGHWAY, ABOUT 0.2 MILE WEST-SOUTHWEST OF THE JUNCTION OF A DIM
 RL0503'ROAD EAST, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41
 RL0503'FEET EAST OF THE CREST OF THE KNOLL, 2 1/2 FEET EAST OF A WHITE
 RL0503'WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 RL0503'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK MAY BE REACHED
 RL0503'FROM WINONA BY GOING ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD
 RL0503'FROM THE COPPER RANGE RAILROAD STATION, THENCE ABOUT 1.15 MILES
 RL0503'NORTHEAST ALONG STATE HIGHWAY 26.
 RL0503
 RL0503                          STATION RECOVERY (2001)
 RL0503
 RL0503'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0503'TWIN LAKES, 1.70 MILES SW'LY ALONG HWY M-26 FROM THE STATE PARK MAIN
 RL0503'ENTRANCE, 1.18 MILES SW'LY FROM THE JUNCTION OF LAKE EMILY RD, 0.21
 RL0503'MILES SW'LY FROM HILL RD, AT THE CORNER OF A MARSH, 46 FT S OF THE C/L
 RL0503'OF THE HWY ON A SMALL KNOLL, 1 FT SW OF A WITNESS POST, 4-INCHES ABOVE
 RL0503'GROUND LEVEL AND ABOUT LEVEL WITH THE HIGHWAY C/L.
 RL0503
 RL0503                          STATION RECOVERY (2002)
 RL0503
 RL0503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 RL0503'RECOVERED IN GOOD CONDITION.
 RL0503
 RL0503                          STATION RECOVERY (2007)
 RL0503
 RL0503'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 RL0503'RECOVERED IN GOOD CONDITION.
 RL0503
 RL0503                          STATION RECOVERY (2008)
 RL0503
 RL0503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 RL0503'RECOVERED IN GOOD CONDITION.
 RL0503
 RL0503                          STATION RECOVERY (2014)
 RL0503
 RL0503'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2014 (BLJ)
 RL0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0637 ***********************************************************************
 RL0637  DESIGNATION -  G 154
 RL0637  PID         -  RL0637
 RL0637  STATE/COUNTY-  MI/HOUGHTON
 RL0637  COUNTRY     -  US
 RL0637  USGS QUAD   -  ECHO LAKE (2017)
 RL0637
 RL0637                         *CURRENT SURVEY CONTROL
 RL0637  ______________________________________________________________________
 RL0637* NAD 83(1986) POSITION- 46 33 29.     (N) 088 46 26.     (W)   SCALED
 RL0637* NAVD 88 ORTHO HEIGHT -   419.047 (meters)     1374.82  (feet) ADJUSTED
 RL0637  ______________________________________________________________________
 RL0637  GEOID HEIGHT    -        -32.737 (meters)                     GEOID18
 RL0637  DYNAMIC HEIGHT  -        419.056 (meters)     1374.85  (feet) COMP
 RL0637  MODELED GRAVITY -    980,624.5   (mgal)                       NAVD 88
 RL0637
 RL0637  VERT ORDER      -  SECOND    CLASS 0
 RL0637
 RL0637.The horizontal coordinates were scaled from a map and have
 RL0637.an estimated accuracy of +/- 6 seconds.
 RL0637
 RL0637.The orthometric height was determined by differential leveling and
 RL0637.adjusted by the NATIONAL GEODETIC SURVEY
 RL0637.in June 1991.
 RL0637
 RL0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0637.GEOID18 height accuracy estimate available here.
 RL0637
 RL0637.Click photographs - Photos may exist for this station.
 RL0637
 RL0637.The dynamic height is computed by dividing the NAVD 88
 RL0637.geopotential number by the normal gravity value computed on the
 RL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0637.degrees latitude (g = 980.6199 gals.).
 RL0637
 RL0637.The modeled gravity was interpolated from observed gravity values.
 RL0637
 RL0637;                    North         East    Units  Estimated Accuracy
 RL0637;SPC MI N     -   198,770.    7,864,000.      MT  (+/- 180 meters Scaled)
 RL0637
 RL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS640575(NAD 83)
 RL0637
 RL0637                          SUPERSEDED SURVEY CONTROL
 RL0637
 RL0637  NGVD 29 (??/??/92)  419.045  (m)         1374.82   (f) ADJ UNCH    2 0
 RL0637
 RL0637.Superseded values are not recommended for survey control.
 RL0637
 RL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0637.See file dsdata.pdf to determine how the superseded data were derived.
 RL0637
 RL0637_MARKER: DB = BENCH MARK DISK
 RL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0637_STAMPING: G 154 1948
 RL0637_MARK LOGO: CGS
 RL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0637+STABILITY: SURFACE MOTION
 RL0637
 RL0637  HISTORY     - Date     Condition        Report By
 RL0637  HISTORY     - 1948     MONUMENTED       CGS
 RL0637  HISTORY     - 20040421 MARK NOT FOUND   GEOCAC
 RL0637
 RL0637                          STATION DESCRIPTION
 RL0637
 RL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0637'6.2 MI NW FROM SIDNAW.
 RL0637'4.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0637'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, THENCE ABOUT 0.45
 RL0637'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.55 MILES
 RL0637'EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.45 MILE SOUTH
 RL0637'OF A CROSS ROAD (DIM ROAD WEST), 50 FEET NORTH OF THE CREST OF
 RL0637'A SMALL KNOLL, 49 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 RL0637'TRIANGULAR BLAZED 10-INCH BIRCH TREE, 22 FEET WEST OF THE CENTER
 RL0637'LINE OF THE ROAD, 5 FEET NORTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RL0637'BIRCH TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0637'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0637'POST PROJECTING 3 INCHES.
 RL0637
 RL0637                          STATION RECOVERY (2004)
 RL0637
 RL0637'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0637'THERE IS PUSHED UP EARTH AND FELLED TRESS AT THE DESCRIBED LOCATION
 RL0637'ALONG THE WEST SIDE OF ROAD. IT APPEARS THE MARK IS BURIED AND WOULD
 RL0637'REQUIRE MUCH EFFORT TO FIND.
 RL0637'
 RL0637'MOTE - GRAVEL ROAD IS NAT'L FOREST ROAD 1300 AND IS ONLY 1 LANE WITH
 RL0637'TURNOUTS.
 RL0637'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0019 ***********************************************************************
 RL0019  DESIGNATION -  G 155
 RL0019  PID         -  RL0019
 RL0019  STATE/COUNTY-  MI/MARQUETTE
 RL0019  COUNTRY     -  US
 RL0019  USGS QUAD   -  MICHIGAMME (2017)
 RL0019
 RL0019                         *CURRENT SURVEY CONTROL
 RL0019  ______________________________________________________________________
 RL0019* NAD 83(1986) POSITION- 46 33 58.15   (N) 088 00 12.14   (W)   HD_HELD1
 RL0019* NAVD 88 ORTHO HEIGHT -   485.538 (meters)     1592.97  (feet) ADJUSTED
 RL0019  ______________________________________________________________________
 RL0019  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 RL0019  DYNAMIC HEIGHT  -        485.556 (meters)     1593.03  (feet) COMP
 RL0019  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 RL0019
 RL0019  VERT ORDER      -  SECOND    CLASS 0
 RL0019
 RL0019.The horizontal coordinates were determined by differentially corrected
 RL0019.hand held GPS observations or other comparable positioning techniques
 RL0019.and have an estimated accuracy of +/- 3 meters.
 RL0019
 RL0019.The orthometric height was determined by differential leveling and
 RL0019.adjusted by the NATIONAL GEODETIC SURVEY
 RL0019.in June 1991.
 RL0019
 RL0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0019.GEOID18 height accuracy estimate available here.
 RL0019
 RL0019.Click photographs - Photos may exist for this station.
 RL0019
 RL0019.The dynamic height is computed by dividing the NAVD 88
 RL0019.geopotential number by the normal gravity value computed on the
 RL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0019.degrees latitude (g = 980.6199 gals.).
 RL0019
 RL0019.The modeled gravity was interpolated from observed gravity values.
 RL0019
 RL0019;                    North         East    Units  Estimated Accuracy
 RL0019;SPC MI N     -   198,638.0   7,923,080.6     MT  (+/- 3 meters HH1 GPS) 
 RL0019
 RL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2310257443(NAD 83)
 RL0019
 RL0019                          SUPERSEDED SURVEY CONTROL
 RL0019
 RL0019  NGVD 29 (??/??/92)  485.476  (m)         1592.77   (f) ADJ UNCH    2 0
 RL0019
 RL0019.Superseded values are not recommended for survey control.
 RL0019
 RL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0019.See file dsdata.pdf to determine how the superseded data were derived.
 RL0019
 RL0019_MARKER: DB = BENCH MARK DISK
 RL0019_SETTING: 66 = SET IN ROCK OUTCROP
 RL0019_STAMPING: G 155 1948
 RL0019_MARK LOGO: CGS
 RL0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0019+STABILITY: POSITION/ELEVATION WELL
 RL0019
 RL0019  HISTORY     - Date     Condition        Report By
 RL0019  HISTORY     - 1948     MONUMENTED       CGS
 RL0019  HISTORY     - 1985     GOOD             NGS
 RL0019  HISTORY     - 20050722 MARK NOT FOUND   GEOCAC
 RL0019
 RL0019                          STATION DESCRIPTION
 RL0019
 RL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0019'5 MI NW FROM CHAMPION.
 RL0019'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION AT
 RL0019'CHAMPION, THENCE 2.6 MILES NORTHWEST ALONG THE HURON BAY GRADE,
 RL0019'AT THE NORTHEAST PART OF A SHARP HAIRPIN CURVE, 105 FEET
 RL0019'SOUTHWEST AND ACROSS THE MAIN ROAD FROM THE SOUTHWEST CORNER
 RL0019'OF A 30-FOOT WOODEN BRIDGE ON A SIDE ROAD LEADING NORTH ACROSS THE
 RL0019'RIVER, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET
 RL0019'IN A SHELF IN A HIGH ROCK BLUFF ALONG THE ROAD, ABOUT 4 FEET
 RL0019'ABOVE THE LEVEL OF THE ROAD.
 RL0019
 RL0019                          STATION RECOVERY (1985)
 RL0019
 RL0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0019'RECOVERED IN GOOD CONDITION.
 RL0019
 RL0019                          STATION RECOVERY (2005)
 RL0019
 RL0019'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0019'THE REFERENCES PLACE THE MARK IN AN AREA WHERE EARTH, ROCKS AND BRUSH
 RL0019'HAVE BEEN PUSHED FROM ROAD MAINTENANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0288 ***********************************************************************
 RK0288  DESIGNATION -  G 156
 RK0288  PID         -  RK0288
 RK0288  STATE/COUNTY-  MI/MARQUETTE
 RK0288  COUNTRY     -  US
 RK0288  USGS QUAD   -  NEGAUNEE (2017)
 RK0288
 RK0288                         *CURRENT SURVEY CONTROL
 RK0288  ______________________________________________________________________
 RK0288* NAD 83(2011) POSITION- 46 33 37.97186(N) 087 32 33.57500(W)   ADJUSTED
 RK0288* NAD 83(2011) ELLIP HT-   333.716 (meters)        (06/27/12)   ADJUSTED
 RK0288* NAD 83(2011) EPOCH   -  2010.00
 RK0288* NAVD 88 ORTHO HEIGHT -   368.013 (meters)     1207.39  (feet) ADJUSTED
 RK0288  ______________________________________________________________________
 RK0288  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 RK0288  NAD 83(2011) X  -    188,374.394 (meters)                     COMP
 RK0288  NAD 83(2011) Y  - -4,389,477.246 (meters)                     COMP
 RK0288  NAD 83(2011) Z  -  4,608,553.161 (meters)                     COMP
 RK0288  LAPLACE CORR    -         -9.66  (seconds)                    DEFLEC18
 RK0288  DYNAMIC HEIGHT  -        368.037 (meters)     1207.47  (feet) COMP
 RK0288  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RK0288
 RK0288  VERT ORDER      -  SECOND    CLASS 0
 RK0288
 RK0288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RK0288  Standards:
 RK0288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RK0288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RK0288  -------------------------------------------------------------------
 RK0288  NETWORK    0.57   1.22           0.25   0.21   0.62     -0.02430173
 RK0288  -------------------------------------------------------------------
 RK0288  Click here for local accuracies and other accuracy information.
 RK0288
 RK0288.The horizontal coordinates were established by GPS observations
 RK0288.and adjusted by the National Geodetic Survey in June 2012.
 RK0288
 RK0288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RK0288.been affixed to the stable North American tectonic plate. See 
 RK0288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RK0288
 RK0288.The horizontal coordinates are valid at the epoch date displayed above
 RK0288.which is a decimal equivalence of Year/Month/Day.
 RK0288
 RK0288.The orthometric height was determined by differential leveling and
 RK0288.adjusted by the NATIONAL GEODETIC SURVEY
 RK0288.in June 1991.
 RK0288
 RK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0288.GEOID18 height accuracy estimate available here.
 RK0288
 RK0288.Click photographs - Photos may exist for this station.
 RK0288
 RK0288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0288
 RK0288.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0288
 RK0288.The ellipsoidal height was determined by GPS observations
 RK0288.and is referenced to NAD 83.
 RK0288
 RK0288.The dynamic height is computed by dividing the NAVD 88
 RK0288.geopotential number by the normal gravity value computed on the
 RK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0288.degrees latitude (g = 980.6199 gals.).
 RK0288
 RK0288.The modeled gravity was interpolated from observed gravity values.
 RK0288
 RK0288. The following values were computed from the NAD 83(2011) position.
 RK0288
 RK0288;                    North         East     Units Scale Factor Converg.
 RK0288;SPC MI N     -   197,670.593 7,958,394.185   MT  0.99991435   -0 23 32.0
 RK0288;SPC MI N     -   648,525.57 26,110,217.14   iFT  0.99991435   -0 23 32.0
 RK0288;UTM  16      - 5,156,474.278   458,406.973   MT  0.99962126   -0 23 38.5
 RK0288
 RK0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0288!SPC MI N     -   0.99994769  x   0.99991435  =   0.99986204
 RK0288!UTM  16      -   0.99994769  x   0.99962126  =   0.99956897
 RK0288
 RK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5840656474(NAD 83)
 RK0288
 RK0288                          SUPERSEDED SURVEY CONTROL
 RK0288
 RK0288  NAD 83(2007)-  46 33 37.97187(N)    087 32 33.57533(W) AD(2002.00) A
 RK0288  ELLIP H (02/24/11)  333.725  (m)                       GP(2002.00) 3 2
 RK0288  NAVD 88             368.01   (m)         1207.4    (f) LEVELING    3  
 RK0288  NGVD 29 (??/??/92)  367.958  (m)         1207.21   (f) ADJ UNCH    2 0
 RK0288
 RK0288.Superseded values are not recommended for survey control.
 RK0288
 RK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0288.See file dsdata.pdf to determine how the superseded data were derived.
 RK0288
 RK0288_MARKER: DB = BENCH MARK DISK
 RK0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0288_SP_SET: ABUTMENT
 RK0288_STAMPING: G 156 1948
 RK0288_MARK LOGO: CGS
 RK0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0288+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2025
 RK0288
 RK0288  HISTORY     - Date     Condition        Report By
 RK0288  HISTORY     - 1948     MONUMENTED       CGS
 RK0288  HISTORY     - 1985     GOOD             NGS
 RK0288  HISTORY     - 19940717 GOOD             USPSQD
 RK0288  HISTORY     - 20011011 GOOD             USPSQD
 RK0288  HISTORY     - 20041009 GOOD             USPSQD
 RK0288  HISTORY     - 20060716 GOOD             USPSQD
 RK0288  HISTORY     - 20090603 GOOD             MIDT
 RK0288  HISTORY     - 20251001 GOOD             INDIV
 RK0288
 RK0288                          STATION DESCRIPTION
 RK0288
 RK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0288'8.2 MI NW FROM MARQUETTE.
 RK0288'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0288'MARQUETTE, THENCE 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0288'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 250-FOOT
 RK0288'STEEL TRUSS BRIDGE OVER A STREAM FLOWING INTO MC CLURE STORAGE
 RK0288'BASIN, 11 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 RK0288'ABOUT LEVEL WITH THE HIGHWAY.
 RK0288
 RK0288                          STATION RECOVERY (1985)
 RK0288
 RK0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (1994)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2001)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2004)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2006)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2009)
 RK0288
 RK0288'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0288'RECOVERED AS DESCRIBED.
 RK0288
 RK0288                          STATION RECOVERY (2025)
 RK0288
 RK0288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (GR)
 RK0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0032 ***********************************************************************
 NG0032  DESIGNATION -  G 158
 NG0032  PID         -  NG0032
 NG0032  STATE/COUNTY-  MI/ALLEGAN
 NG0032  COUNTRY     -  US
 NG0032  USGS QUAD   -  HAMILTON WEST (2017)
 NG0032
 NG0032                         *CURRENT SURVEY CONTROL
 NG0032  ______________________________________________________________________
 NG0032* NAD 83(1986) POSITION- 42 43 42.     (N) 086 00 32.     (W)   SCALED
 NG0032* NAVD 88 ORTHO HEIGHT -   214.176 (meters)      702.68  (feet) ADJUSTED
 NG0032  ______________________________________________________________________
 NG0032  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 NG0032  DYNAMIC HEIGHT  -        214.122 (meters)      702.50  (feet) COMP
 NG0032  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 NG0032
 NG0032  VERT ORDER      -  SECOND    CLASS 0
 NG0032
 NG0032.The horizontal coordinates were scaled from a map and have
 NG0032.an estimated accuracy of +/- 6 seconds.
 NG0032
 NG0032.The orthometric height was determined by differential leveling and
 NG0032.adjusted by the NATIONAL GEODETIC SURVEY
 NG0032.in June 1991.
 NG0032
 NG0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0032.GEOID18 height accuracy estimate available here.
 NG0032
 NG0032.Click photographs - Photos may exist for this station.
 NG0032
 NG0032.The dynamic height is computed by dividing the NAVD 88
 NG0032.geopotential number by the normal gravity value computed on the
 NG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0032.degrees latitude (g = 980.6199 gals.).
 NG0032
 NG0032.The modeled gravity was interpolated from observed gravity values.
 NG0032
 NG0032;                    North         East    Units  Estimated Accuracy
 NG0032;SPC MI S     -   137,750.    3,865,520.      MT  (+/- 180 meters Scaled)
 NG0032
 NG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN811311(NAD 83)
 NG0032
 NG0032                          SUPERSEDED SURVEY CONTROL
 NG0032
 NG0032  NGVD 29 (??/??/92)  214.315  (m)          703.13   (f) ADJ UNCH    2 0
 NG0032
 NG0032.Superseded values are not recommended for survey control.
 NG0032
 NG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0032.See file dsdata.pdf to determine how the superseded data were derived.
 NG0032
 NG0032_MARKER: DB = BENCH MARK DISK
 NG0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0032_SP_SET: BUILDING
 NG0032_STAMPING: G 158 1948
 NG0032_MARK LOGO: CGS
 NG0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0032
 NG0032  HISTORY     - Date     Condition        Report By
 NG0032  HISTORY     - 1948     MONUMENTED       CGS
 NG0032  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0032  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0032
 NG0032                          STATION DESCRIPTION
 NG0032
 NG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0032'AT OVERISEL.
 NG0032'AT OVERISEL, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 NG0032'CORNER OF THE WEST ENTRANCE HALL TO THE OVERISEL REFORMED CHURCH,
 NG0032'2 1/2 FEET EAST OF THE SOUTHWEST CORNER OF THE HALL WING AND 2
 NG0032'FEET ABOVE THE GROUND.
 NG0032
 NG0032                          STATION RECOVERY (1978)
 NG0032
 NG0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0032'MARK NOT FOUND.
 NG0032
 NG0032                          STATION RECOVERY (1984)
 NG0032
 NG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0032'SEARCHED FOR AND NOT RECOVERED THIS DATE, THE CHURCH HAS BEEN
 NG0032'REMODELED.  NO INFORMATION COULD BE GATHERED AT THIS DATE.
 NG0032
 NG0032                          STATION RECOVERY (1988)
 NG0032
 NG0032'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0992 ***********************************************************************
 NF0992  DESIGNATION -  G 159
 NF0992  PID         -  NF0992
 NF0992  STATE/COUNTY-  MI/OTTAWA
 NF0992  COUNTRY     -  US
 NF0992  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0992
 NF0992                         *CURRENT SURVEY CONTROL
 NF0992  ______________________________________________________________________
 NF0992* NAD 83(1986) POSITION- 42 46 44.     (N) 085 50 30.     (W)   SCALED
 NF0992* NAVD 88 ORTHO HEIGHT -   210.948 (meters)      692.09  (feet) ADJUSTED
 NF0992  ______________________________________________________________________
 NF0992  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 NF0992  DYNAMIC HEIGHT  -        210.894 (meters)      691.91  (feet) COMP
 NF0992  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 NF0992
 NF0992  VERT ORDER      -  SECOND    CLASS 0
 NF0992
 NF0992.The horizontal coordinates were scaled from a map and have
 NF0992.an estimated accuracy of +/- 6 seconds.
 NF0992
 NF0992.The orthometric height was determined by differential leveling and
 NF0992.adjusted by the NATIONAL GEODETIC SURVEY
 NF0992.in June 1991.
 NF0992
 NF0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0992.GEOID18 height accuracy estimate available here.
 NF0992
 NF0992.Click photographs - Photos may exist for this station.
 NF0992
 NF0992.The dynamic height is computed by dividing the NAVD 88
 NF0992.geopotential number by the normal gravity value computed on the
 NF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0992.degrees latitude (g = 980.6199 gals.).
 NF0992
 NF0992.The modeled gravity was interpolated from observed gravity values.
 NF0992
 NF0992;                    North         East    Units  Estimated Accuracy
 NF0992;SPC MI S     -   143,110.    3,879,310.      MT  (+/- 180 meters Scaled)
 NF0992
 NF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947369(NAD 83)
 NF0992
 NF0992                          SUPERSEDED SURVEY CONTROL
 NF0992
 NF0992  NGVD 29 (??/??/92)  211.084  (m)          692.53   (f) ADJ UNCH    2 0
 NF0992
 NF0992.Superseded values are not recommended for survey control.
 NF0992
 NF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0992.See file dsdata.pdf to determine how the superseded data were derived.
 NF0992
 NF0992_MARKER: DB = BENCH MARK DISK
 NF0992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0992_SP_SET: BRIDGE
 NF0992_STAMPING: G 159 1948
 NF0992_MARK LOGO: CGS
 NF0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0992
 NF0992  HISTORY     - Date     Condition        Report By
 NF0992  HISTORY     - 1948     MONUMENTED       CGS
 NF0992  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0992
 NF0992                          STATION DESCRIPTION
 NF0992
 NF0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0992'3.5 MI N FROM BURNIPS.
 NF0992'3.5 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0992'ABOUT 0.2 MILE SOUTH OF A CROSS ROAD AND SCHOOL, ABOUT 0.8 MILE
 NF0992'NORTH OF THE ALLEGAN-OTTAWA COUNTY LINE, SET IN THE WEST END OF
 NF0992'THE SOUTHEAST WING WALL AT THE SOUTH END OF A 12-FOOT CONCRETE
 NF0992'BRIDGE OVER A SMALL STREAM, 13 FEET EAST OF THE CENTER LINE
 NF0992'OF THE ROAD, 1 FOOT EAST OF THE SOUTH END OF THE EAST GUARD RAIL
 NF0992'AND 1 FOOT ABOVE THE ROAD.
 NF0992
 NF0992                          STATION RECOVERY (2004)
 NF0992
 NF0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0992'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0277 ***********************************************************************
 OK0277  DESIGNATION -  G 16
 OK0277  PID         -  OK0277
 OK0277  STATE/COUNTY-  MI/MECOSTA
 OK0277  COUNTRY     -  US
 OK0277  USGS QUAD   -  MECOSTA (2017)
 OK0277
 OK0277                         *CURRENT SURVEY CONTROL
 OK0277  ______________________________________________________________________
 OK0277* NAD 83(1986) POSITION- 43 37 21.     (N) 085 13 47.     (W)   SCALED
 OK0277* NAVD 88 ORTHO HEIGHT -   298.430 (meters)      979.10  (feet) ADJUSTED
 OK0277  ______________________________________________________________________
 OK0277  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 OK0277  DYNAMIC HEIGHT  -        298.376 (meters)      978.92  (feet) COMP
 OK0277  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 OK0277
 OK0277  VERT ORDER      -  FIRST     CLASS II
 OK0277
 OK0277.The horizontal coordinates were scaled from a map and have
 OK0277.an estimated accuracy of +/- 6 seconds.
 OK0277
 OK0277.The orthometric height was determined by differential leveling and
 OK0277.adjusted by the NATIONAL GEODETIC SURVEY
 OK0277.in June 1991.
 OK0277
 OK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0277.GEOID18 height accuracy estimate available here.
 OK0277
 OK0277.Click photographs - Photos may exist for this station.
 OK0277
 OK0277.The dynamic height is computed by dividing the NAVD 88
 OK0277.geopotential number by the normal gravity value computed on the
 OK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0277.degrees latitude (g = 980.6199 gals.).
 OK0277
 OK0277.The modeled gravity was interpolated from observed gravity values.
 OK0277
 OK0277;                    North         East    Units  Estimated Accuracy
 OK0277;SPC MI S     -   236,130.    3,930,340.      MT  (+/- 180 meters Scaled)
 OK0277
 OK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP428314(NAD 83)
 OK0277
 OK0277                          SUPERSEDED SURVEY CONTROL
 OK0277
 OK0277  NGVD 29 (??/??/92)  298.547  (m)          979.48   (f) ADJ UNCH    1 2
 OK0277
 OK0277.Superseded values are not recommended for survey control.
 OK0277
 OK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0277.See file dsdata.pdf to determine how the superseded data were derived.
 OK0277
 OK0277_MARKER: DB = BENCH MARK DISK
 OK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0277_STAMPING: ELEV 979.483 FT G 16 1916
 OK0277_MARK LOGO: CGS
 OK0277_PROJECTION: PROJECTING 25 CENTIMETERS
 OK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0277+STABILITY: SURFACE MOTION
 OK0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0277+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0277
 OK0277  HISTORY     - Date     Condition        Report By
 OK0277  HISTORY     - 1916     MONUMENTED       CGS
 OK0277  HISTORY     - 1934     GOOD             CGS
 OK0277  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0277  HISTORY     - 20010626 GOOD             USPSQD
 OK0277
 OK0277                          STATION DESCRIPTION
 OK0277
 OK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0277'AT MECOSTA.
 OK0277'AT MECOSTA, 1/8 MILE NORTHWEST ALONG THE C AND O RAILWAY FROM
 OK0277'THE STATION, 30 YARDS NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 OK0277'AND 40.5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 OK0277'DISK, STAMPED ELEV. 979.483 FT G 16 1916 AND SET IN THE TOP
 OK0277'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 OK0277
 OK0277                          STATION RECOVERY (1992)
 OK0277
 OK0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0277'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0277'ASSUMED DESTROYED.
 OK0277
 OK0277                          STATION RECOVERY (2001)
 OK0277
 OK0277'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0277'TO REACH FROM INTERSECTION OF CASS AND MAIN AT MECOSTA,MI. GO N.W. ON
 OK0277'MAIN FOR .5 MILES TO A CROSS ROAD RIGHT. TURN RIGHT AND GO NORTH ON
 OK0277'JAMES FOR TO HOUSE NUMBER 153 AND THE STATION ON THE LEFT, IN THE
 OK0277'MIDDLE OF A GARDEN. IT IS IN THE N.W. CORNER OF JAMES AND HAYES
 OK0277'STREET. PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0119 ***********************************************************************
 RL0119  DESIGNATION -  G 160
 RL0119  PID         -  RL0119
 RL0119  STATE/COUNTY-  MI/BARAGA
 RL0119  COUNTRY     -  US
 RL0119  USGS QUAD   -  ALBERTA (2017)
 RL0119
 RL0119                         *CURRENT SURVEY CONTROL
 RL0119  ______________________________________________________________________
 RL0119* NAD 83(1986) POSITION- 46 44 54.     (N) 088 25 01.     (W)   SCALED
 RL0119* NAVD 88 ORTHO HEIGHT -   270.449 (meters)      887.30  (feet) ADJUSTED
 RL0119  ______________________________________________________________________
 RL0119  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 RL0119  DYNAMIC HEIGHT  -        270.464 (meters)      887.35  (feet) COMP
 RL0119  MODELED GRAVITY -    980,661.3   (mgal)                       NAVD 88
 RL0119
 RL0119  VERT ORDER      -  SECOND    CLASS 0
 RL0119
 RL0119.The horizontal coordinates were scaled from a map and have
 RL0119.an estimated accuracy of +/- 6 seconds.
 RL0119
 RL0119.The orthometric height was determined by differential leveling and
 RL0119.adjusted by the NATIONAL GEODETIC SURVEY
 RL0119.in June 1991.
 RL0119
 RL0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0119.GEOID18 height accuracy estimate available here.
 RL0119
 RL0119.Click photographs - Photos may exist for this station.
 RL0119
 RL0119.The dynamic height is computed by dividing the NAVD 88
 RL0119.geopotential number by the normal gravity value computed on the
 RL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0119.degrees latitude (g = 980.6199 gals.).
 RL0119
 RL0119.The modeled gravity was interpolated from observed gravity values.
 RL0119
 RL0119;                    North         East    Units  Estimated Accuracy
 RL0119;SPC MI N     -   219,370.    7,891,740.      MT  (+/- 180 meters Scaled)
 RL0119
 RL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS917781(NAD 83)
 RL0119
 RL0119                          SUPERSEDED SURVEY CONTROL
 RL0119
 RL0119  NGVD 29 (??/??/92)  270.421  (m)          887.21   (f) ADJ UNCH    2 0
 RL0119
 RL0119.Superseded values are not recommended for survey control.
 RL0119
 RL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0119.See file dsdata.pdf to determine how the superseded data were derived.
 RL0119
 RL0119_MARKER: DB = BENCH MARK DISK
 RL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0119_STAMPING: G 160 1948
 RL0119_MARK LOGO: CGS
 RL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0119+STABILITY: SURFACE MOTION
 RL0119
 RL0119  HISTORY     - Date     Condition        Report By
 RL0119  HISTORY     - 1948     MONUMENTED       CGS
 RL0119  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0119  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0119  HISTORY     - 20001106 MARK NOT FOUND   MIDT
 RL0119
 RL0119                          STATION DESCRIPTION
 RL0119
 RL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0119'2 MI E FROM L ANSE.
 RL0119'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0119'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0119'ABOUT 0.8 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD, AT A
 RL0119'CROSS ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 148
 RL0119'FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 64.5 FEET SOUTH
 RL0119'OF THE SOUTH RAIL OF THE FORD MOTOR COMPANY RAILROAD, 119.5
 RL0119'FEET EAST OF THE FIRST POWER POLE EAST OF THE CROSSROAD, 2 FEET
 RL0119'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0119'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0119
 RL0119                          STATION RECOVERY (1982)
 RL0119
 RL0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0119'MARK NOT FOUND.
 RL0119
 RL0119                          STATION RECOVERY (1992)
 RL0119
 RL0119'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0119'MARK NOT FOUND.
 RL0119
 RL0119                          STATION RECOVERY (2000)
 RL0119
 RL0119'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0938 ***********************************************************************
 NF0938  DESIGNATION -  G 162
 NF0938  PID         -  NF0938
 NF0938  STATE/COUNTY-  MI/ALLEGAN
 NF0938  COUNTRY     -  US
 NF0938  USGS QUAD   -  MILLGROVE (2017)
 NF0938
 NF0938                         *CURRENT SURVEY CONTROL
 NF0938  ______________________________________________________________________
 NF0938* NAD 83(1986) POSITION- 42 32 36.     (N) 085 57 23.     (W)   SCALED
 NF0938* NAVD 88 ORTHO HEIGHT -   205.247 (meters)      673.38  (feet) ADJUSTED
 NF0938  ______________________________________________________________________
 NF0938  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 NF0938  DYNAMIC HEIGHT  -        205.191 (meters)      673.20  (feet) COMP
 NF0938  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 NF0938
 NF0938  VERT ORDER      -  SECOND    CLASS 0
 NF0938
 NF0938.The horizontal coordinates were scaled from a map and have
 NF0938.an estimated accuracy of +/- 6 seconds.
 NF0938
 NF0938.The orthometric height was determined by differential leveling and
 NF0938.adjusted by the NATIONAL GEODETIC SURVEY
 NF0938.in June 1991.
 NF0938
 NF0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0938.GEOID18 height accuracy estimate available here.
 NF0938
 NF0938.Click photographs - Photos may exist for this station.
 NF0938
 NF0938.The dynamic height is computed by dividing the NAVD 88
 NF0938.geopotential number by the normal gravity value computed on the
 NF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0938.degrees latitude (g = 980.6199 gals.).
 NF0938
 NF0938.The modeled gravity was interpolated from observed gravity values.
 NF0938
 NF0938;                    North         East    Units  Estimated Accuracy
 NF0938;SPC MI S     -   117,120.    3,869,430.      MT  (+/- 180 meters Scaled)
 NF0938
 NF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN856106(NAD 83)
 NF0938
 NF0938                          SUPERSEDED SURVEY CONTROL
 NF0938
 NF0938  NGVD 29 (??/??/92)  205.387  (m)          673.84   (f) ADJ UNCH    2 0
 NF0938
 NF0938.Superseded values are not recommended for survey control.
 NF0938
 NF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0938.See file dsdata.pdf to determine how the superseded data were derived.
 NF0938
 NF0938_MARKER: DB = BENCH MARK DISK
 NF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0938_STAMPING: G 162 1948
 NF0938_MARK LOGO: CGS
 NF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0938+STABILITY: SURFACE MOTION
 NF0938
 NF0938  HISTORY     - Date     Condition        Report By
 NF0938  HISTORY     - 1948     MONUMENTED       CGS
 NF0938  HISTORY     - 1983     GOOD
 NF0938  HISTORY     - 1988     GOOD             USPSQD
 NF0938  HISTORY     - 19950922 MARK NOT FOUND   USPSQD
 NF0938  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0938
 NF0938                          STATION DESCRIPTION
 NF0938
 NF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0938'5.8 MI W FROM ALLEGAN.
 NF0938'5.75 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0938'ALLEGAN, AT A NORTH-SOUTH CROSS ROAD, ACROSS HIGHWAY FROM A PUBLIC
 NF0938'HALL, 77 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25
 NF0938'FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 10.5 FEET NORTH
 NF0938'OF A 22-INCH OAK TREE, 35 FEET NORTH OF A 20-INCH PINE TREE, 2
 NF0938'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 NF0938'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0938
 NF0938                          STATION RECOVERY (1983)
 NF0938
 NF0938'RECOVERED 1983
 NF0938'RECOVERED IN GOOD CONDITION.
 NF0938
 NF0938                          STATION RECOVERY (1988)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0938'RECOVERED IN GOOD CONDITION.
 NF0938
 NF0938                          STATION RECOVERY (1995)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0938'MARK NOT FOUND.
 NF0938
 NF0938                          STATION RECOVERY (1997)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0938'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0084 ***********************************************************************
 RL0084  DESIGNATION -  G 163
 RL0084  PID         -  RL0084
 RL0084  STATE/COUNTY-  MI/BARAGA
 RL0084  COUNTRY     -  US
 RL0084  USGS QUAD   -  AURA (2017)
 RL0084
 RL0084                         *CURRENT SURVEY CONTROL
 RL0084  ______________________________________________________________________
 RL0084* NAD 83(1986) POSITION- 46 50 22.     (N) 088 20 50.     (W)   SCALED
 RL0084* NAVD 88 ORTHO HEIGHT -   261.894 (meters)      859.23  (feet) ADJUSTED
 RL0084  ______________________________________________________________________
 RL0084  GEOID HEIGHT    -        -34.715 (meters)                     GEOID18
 RL0084  DYNAMIC HEIGHT  -        261.907 (meters)      859.27  (feet) COMP
 RL0084  MODELED GRAVITY -    980,658.5   (mgal)                       NAVD 88
 RL0084
 RL0084  VERT ORDER      -  SECOND    CLASS 0
 RL0084
 RL0084.The horizontal coordinates were scaled from a map and have
 RL0084.an estimated accuracy of +/- 6 seconds.
 RL0084
 RL0084.The orthometric height was determined by differential leveling and
 RL0084.adjusted by the NATIONAL GEODETIC SURVEY
 RL0084.in June 1991.
 RL0084
 RL0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0084.GEOID18 height accuracy estimate available here.
 RL0084
 RL0084.Click photographs - Photos may exist for this station.
 RL0084
 RL0084.The dynamic height is computed by dividing the NAVD 88
 RL0084.geopotential number by the normal gravity value computed on the
 RL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0084.degrees latitude (g = 980.6199 gals.).
 RL0084
 RL0084.The modeled gravity was interpolated from observed gravity values.
 RL0084
 RL0084;                    North         East    Units  Estimated Accuracy
 RL0084;SPC MI N     -   229,400.    7,897,240.      MT  (+/- 180 meters Scaled)
 RL0084
 RL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS972882(NAD 83)
 RL0084
 RL0084                          SUPERSEDED SURVEY CONTROL
 RL0084
 RL0084  NGVD 29 (??/??/92)  261.862  (m)          859.13   (f) ADJ UNCH    2 0
 RL0084
 RL0084.Superseded values are not recommended for survey control.
 RL0084
 RL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0084.See file dsdata.pdf to determine how the superseded data were derived.
 RL0084
 RL0084_MARKER: DB = BENCH MARK DISK
 RL0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0084_STAMPING: G 163 1948
 RL0084_MARK LOGO: CGS
 RL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0084+STABILITY: SURFACE MOTION
 RL0084
 RL0084  HISTORY     - Date     Condition        Report By
 RL0084  HISTORY     - 1948     MONUMENTED       CGS
 RL0084
 RL0084                          STATION DESCRIPTION
 RL0084
 RL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0084'8.8 MI NE FROM L ANSE.
 RL0084'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0084'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0084'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.55 MILES NORTHEAST
 RL0084'ALONG THE PEQUAMING ROAD, THENCE ABOUT 1.85 MILES EAST-NORTHEAST
 RL0084'ALONG A GRAVEL ROAD, ON THE TOP OF A SMALL KNOLL AT A GATE TO A
 RL0084'PASTURE ON SOUTHEASTSIDE OF ROAD, 132 FEET NORTHEAST OF THE
 RL0084'SOUTHEAST END OF A 2-FOOT PIPE CULVERT, 30 FEET SOUTHEAST OF THE
 RL0084'CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF THE CENTER OF THE
 RL0084'GATE, 5 FEET SOUTHEAST OF THE FENCE LINE, 3 FEET ABOVE THE ROAD
 RL0084'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0084'TO REACH FROM THE CO-OP STORE AT AURA GO ABOUT 0.55 MILE WEST,
 RL0084'ABOUT 0.5 MILE SOUTH, ABOUT 0.5 MILE WEST AND ABOUT 1.8 MILES
 RL0084'SOUTHEAST ALONG GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0111 ***********************************************************************
 RL0111  DESIGNATION -  G 164
 RL0111  PID         -  RL0111
 RL0111  STATE/COUNTY-  MI/BARAGA
 RL0111  COUNTRY     -  US
 RL0111  USGS QUAD   -  MCCOMB CORNER (2017)
 RL0111
 RL0111                         *CURRENT SURVEY CONTROL
 RL0111  ______________________________________________________________________
 RL0111* NAD 83(1986) POSITION- 46 51 24.03   (N) 088 04 04.54   (W)   HD_HELD1
 RL0111* NAVD 88 ORTHO HEIGHT -   226.549 (meters)      743.27  (feet) ADJUSTED
 RL0111  ______________________________________________________________________
 RL0111  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 RL0111  DYNAMIC HEIGHT  -        226.563 (meters)      743.32  (feet) COMP
 RL0111  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 RL0111
 RL0111  VERT ORDER      -  SECOND    CLASS 0
 RL0111
 RL0111.The horizontal coordinates were determined by differentially corrected
 RL0111.hand held GPS observations or other comparable positioning techniques
 RL0111.and have an estimated accuracy of +/- 3 meters.
 RL0111
 RL0111.The orthometric height was determined by differential leveling and
 RL0111.adjusted by the NATIONAL GEODETIC SURVEY
 RL0111.in June 1991.
 RL0111
 RL0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0111.GEOID18 height accuracy estimate available here.
 RL0111
 RL0111.Click photographs - Photos may exist for this station.
 RL0111
 RL0111.The dynamic height is computed by dividing the NAVD 88
 RL0111.geopotential number by the normal gravity value computed on the
 RL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0111.degrees latitude (g = 980.6199 gals.).
 RL0111
 RL0111.The modeled gravity was interpolated from observed gravity values.
 RL0111
 RL0111;                    North         East    Units  Estimated Accuracy
 RL0111;SPC MI N     -   230,993.5   7,918,567.1     MT  (+/- 3 meters HH1 GPS) 
 RL0111
 RL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1859389790(NAD 83)
 RL0111
 RL0111                          SUPERSEDED SURVEY CONTROL
 RL0111
 RL0111  NGVD 29 (??/??/92)  226.510  (m)          743.14   (f) ADJ UNCH    2 0
 RL0111
 RL0111.Superseded values are not recommended for survey control.
 RL0111
 RL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0111.See file dsdata.pdf to determine how the superseded data were derived.
 RL0111
 RL0111_MARKER: DB = BENCH MARK DISK
 RL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0111_STAMPING: G 164 1948
 RL0111_MARK LOGO: CGS
 RL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0111+STABILITY: SURFACE MOTION
 RL0111
 RL0111  HISTORY     - Date     Condition        Report By
 RL0111  HISTORY     - 1948     MONUMENTED       CGS
 RL0111  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0111
 RL0111                          STATION DESCRIPTION
 RL0111
 RL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0111'8 MI SE FROM SKANEE.
 RL0111'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0111'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0111'ABOUT 2.35 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO THE
 RL0111'FORD MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD
 RL0111'MOTOR COMPANY RAILROAD, ABOUT 1.05 MILE SOUTHEAST OF A BRIDGE
 RL0111'OVER HURON RIVER, ABOUT 0.75 MILE NORTHWEST OF A 20-FOOT WOODEN
 RL0111'BRIDGE, AT A TURN IN THE ROAD WITH TANGENTS NORTHWEST AND EAST,
 RL0111'AT A SMALL CLEARING AND BORROW PIT, 27 FEET WEST-SOUTHWEST OF A
 RL0111'TRIANGULAR BLAZED 3-FOOT ELM TREE, 42 FEET SOUTH-SOUTHWEST OF
 RL0111'THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF A TRIANGULAR
 RL0111'BLAZED 9-INCH MAPLE TREE, 3 FEET ABOVE THE ROAD AND SET IN THE
 RL0111'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0111
 RL0111                          STATION RECOVERY (2004)
 RL0111
 RL0111'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0133 ***********************************************************************
 RK0133  DESIGNATION -  G 165
 RK0133  PID         -  RK0133
 RK0133  STATE/COUNTY-  MI/MARQUETTE
 RK0133  COUNTRY     -  US
 RK0133  USGS QUAD   -  MARQUETTE (2017)
 RK0133
 RK0133                         *CURRENT SURVEY CONTROL
 RK0133  ______________________________________________________________________
 RK0133* NAD 83(1986) POSITION- 46 35 47.     (N) 087 27 17.     (W)   SCALED
 RK0133* NAVD 88 ORTHO HEIGHT -   231.552 (meters)      759.68  (feet) ADJUSTED
 RK0133  ______________________________________________________________________
 RK0133  GEOID HEIGHT    -        -34.790 (meters)                     GEOID18
 RK0133  DYNAMIC HEIGHT  -        231.573 (meters)      759.75  (feet) COMP
 RK0133  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 RK0133
 RK0133  VERT ORDER      -  SECOND    CLASS 0
 RK0133
 RK0133.The horizontal coordinates were scaled from a map and have
 RK0133.an estimated accuracy of +/- 6 seconds.
 RK0133
 RK0133.The orthometric height was determined by differential leveling and
 RK0133.adjusted by the NATIONAL GEODETIC SURVEY
 RK0133.in June 1991.
 RK0133
 RK0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0133.GEOID18 height accuracy estimate available here.
 RK0133
 RK0133.Click photographs - Photos may exist for this station.
 RK0133
 RK0133.The dynamic height is computed by dividing the NAVD 88
 RK0133.geopotential number by the normal gravity value computed on the
 RK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0133.degrees latitude (g = 980.6199 gals.).
 RK0133
 RK0133.The modeled gravity was interpolated from observed gravity values.
 RK0133
 RK0133;                    North         East    Units  Estimated Accuracy
 RK0133;SPC MI N     -   201,610.    7,965,160.      MT  (+/- 180 meters Scaled)
 RK0133
 RK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS651604(NAD 83)
 RK0133
 RK0133                          SUPERSEDED SURVEY CONTROL
 RK0133
 RK0133  NGVD 29 (??/??/92)  231.514  (m)          759.56   (f) ADJ UNCH    2 0
 RK0133
 RK0133.Superseded values are not recommended for survey control.
 RK0133
 RK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0133.See file dsdata.pdf to determine how the superseded data were derived.
 RK0133
 RK0133_MARKER: DB = BENCH MARK DISK
 RK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0133_STAMPING: G 165 1948
 RK0133_MARK LOGO: CGS
 RK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0133+STABILITY: SURFACE MOTION
 RK0133
 RK0133  HISTORY     - Date     Condition        Report By
 RK0133  HISTORY     - 1948     MONUMENTED       CGS
 RK0133
 RK0133                          STATION DESCRIPTION
 RK0133
 RK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0133'4.6 MI NW FROM MARQUETTE.
 RK0133'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0133'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 4.1 MILES
 RK0133'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.75 MILE NORTHWEST OF
 RK0133'THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RALWAY, 213
 RK0133'FEET NORTHWEST AND ACROSS THE ROAD FROM THE WEST CORNER OF A
 RK0133'TAVERN AND DANCE HALL, 58 FEET SOUTH-SOUTHWEST OF THE CENTER
 RK0133'LINE OF THE ROAD, 8 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED
 RK0133'9-INCH PINE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RK0133'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0133'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0455 ***********************************************************************
 NF0455  DESIGNATION -  G 166
 NF0455  PID         -  NF0455
 NF0455  STATE/COUNTY-  MI/IONIA
 NF0455  COUNTRY     -  US
 NF0455  USGS QUAD   -  FREEPORT (2017)
 NF0455
 NF0455                         *CURRENT SURVEY CONTROL
 NF0455  ______________________________________________________________________
 NF0455* NAD 83(1986) POSITION- 42 46 13.     (N) 085 16 15.     (W)   SCALED
 NF0455* NAVD 88 ORTHO HEIGHT -   260.868 (meters)      855.86  (feet) ADJUSTED
 NF0455  ______________________________________________________________________
 NF0455  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 NF0455  DYNAMIC HEIGHT  -        260.791 (meters)      855.61  (feet) COMP
 NF0455  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 NF0455
 NF0455  VERT ORDER      -  SECOND    CLASS 0
 NF0455
 NF0455.The horizontal coordinates were scaled from a map and have
 NF0455.an estimated accuracy of +/- 6 seconds.
 NF0455
 NF0455.The orthometric height was determined by differential leveling and
 NF0455.adjusted by the NATIONAL GEODETIC SURVEY
 NF0455.in June 1991.
 NF0455
 NF0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0455.GEOID18 height accuracy estimate available here.
 NF0455
 NF0455.Click photographs - Photos may exist for this station.
 NF0455
 NF0455.The dynamic height is computed by dividing the NAVD 88
 NF0455.geopotential number by the normal gravity value computed on the
 NF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0455.degrees latitude (g = 980.6199 gals.).
 NF0455
 NF0455.The modeled gravity was interpolated from observed gravity values.
 NF0455
 NF0455;                    North         East    Units  Estimated Accuracy
 NF0455;SPC MI S     -   141,500.    3,926,010.      MT  (+/- 180 meters Scaled)
 NF0455
 NF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN414367(NAD 83)
 NF0455
 NF0455                          SUPERSEDED SURVEY CONTROL
 NF0455
 NF0455  NGVD 29 (??/??/92)  260.990  (m)          856.26   (f) ADJ UNCH    2 0
 NF0455
 NF0455.Superseded values are not recommended for survey control.
 NF0455
 NF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0455.See file dsdata.pdf to determine how the superseded data were derived.
 NF0455
 NF0455_MARKER: DB = BENCH MARK DISK
 NF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0455_STAMPING: G 166 1948
 NF0455_MARK LOGO: CGS
 NF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0455+STABILITY: SURFACE MOTION
 NF0455
 NF0455  HISTORY     - Date     Condition        Report By
 NF0455  HISTORY     - 1948     MONUMENTED       CGS
 NF0455  HISTORY     - 20070622 POOR             GEOCAC
 NF0455
 NF0455                          STATION DESCRIPTION
 NF0455
 NF0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0455'2.8 MI E FROM FREEPORT.
 NF0455'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0455'THENCE ABOUT 2.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0455'COUNTY LINE ROAD, AT A JOGGED CROSS ROAD, IN THE SOUTHWEST CORNER
 NF0455'OF A SMALL ORCHARD, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NF0455'23 FEET WEST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, 30
 NF0455'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 10 FEET NORTH OF
 NF0455'A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 FOOT SOUTH OF A
 NF0455'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN
 NF0455'THE TOP OF A CONCRETE POST PROJECTING 2 1/2 INCHES.
 NF0455
 NF0455                          STATION RECOVERY (2007)
 NF0455
 NF0455'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0455'BASE TIPPED SLIGHTLY, MARK INTACT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0402 ***********************************************************************
 NF0402  DESIGNATION -  G 167
 NF0402  PID         -  NF0402
 NF0402  STATE/COUNTY-  MI/KENT
 NF0402  COUNTRY     -  US
 NF0402  USGS QUAD   -  ALTO (2017)
 NF0402
 NF0402                         *CURRENT SURVEY CONTROL
 NF0402  ______________________________________________________________________
 NF0402* NAD 83(1986) POSITION- 42 47 52.6    (N) 085 27 26.6    (W)   HD_HELD2
 NF0402* NAVD 88 ORTHO HEIGHT -   236.614 (meters)      776.29  (feet) ADJUSTED
 NF0402  ______________________________________________________________________
 NF0402  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 NF0402  DYNAMIC HEIGHT  -        236.548 (meters)      776.07  (feet) COMP
 NF0402  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 NF0402
 NF0402  VERT ORDER      -  SECOND    CLASS 0
 NF0402
 NF0402.The horizontal coordinates were established by autonomous hand held GPS
 NF0402.observations and have an estimated accuracy of +/- 10 meters.
 NF0402
 NF0402.The orthometric height was determined by differential leveling and
 NF0402.adjusted by the NATIONAL GEODETIC SURVEY
 NF0402.in June 1991.
 NF0402
 NF0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0402.GEOID18 height accuracy estimate available here.
 NF0402
 NF0402.Click photographs - Photos may exist for this station.
 NF0402
 NF0402.The dynamic height is computed by dividing the NAVD 88
 NF0402.geopotential number by the normal gravity value computed on the
 NF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0402.degrees latitude (g = 980.6199 gals.).
 NF0402
 NF0402.The modeled gravity was interpolated from observed gravity values.
 NF0402
 NF0402;                    North         East    Units  Estimated Accuracy
 NF0402;SPC MI S     -   144,750.    3,910,781.      MT  (+/- 10 meters HH2 GPS)
 NF0402
 NF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2614839531(NAD 83)
 NF0402
 NF0402                          SUPERSEDED SURVEY CONTROL
 NF0402
 NF0402  NGVD 29 (??/??/92)  236.742  (m)          776.71   (f) ADJ UNCH    2 0
 NF0402
 NF0402.Superseded values are not recommended for survey control.
 NF0402
 NF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0402.See file dsdata.pdf to determine how the superseded data were derived.
 NF0402
 NF0402_MARKER: DB = BENCH MARK DISK
 NF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0402_STAMPING: G 167 1948
 NF0402_MARK LOGO: CGS
 NF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0402+STABILITY: SURFACE MOTION
 NF0402
 NF0402  HISTORY     - Date     Condition        Report By
 NF0402  HISTORY     - 1948     MONUMENTED       CGS
 NF0402  HISTORY     - 1985     GOOD             USPSQD
 NF0402  HISTORY     - 1987     GOOD             USPSQD
 NF0402  HISTORY     - 1988     GOOD             USPSQD
 NF0402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0402  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0402  HISTORY     - 20010806 GOOD             NGS
 NF0402
 NF0402                          STATION DESCRIPTION
 NF0402
 NF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0402'5.9 MI SW FROM MC CORDS.
 NF0402'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0402'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 5.1 MILES
 NF0402'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 92ND
 NF0402'STREET SE, ACROSS NORTH-SOUTH ROAD FROM SCHOOL BUILDING 9187,
 NF0402'66 FEET EAST OF THE CENTER LINE OF WHITENEYVILLE AVENUE, 34
 NF0402'FEET NORTH OF THE CENTER LINE OF 92ND STREET SE, 54 FEET
 NF0402'EAST-SOUTHEAST OF A 36-INCH ELM TREE, 16 FEET WEST OF A POWER
 NF0402'POLE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NF0402'ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 NF0402'PROJECTING 3 INCHES.
 NF0402
 NF0402                          STATION RECOVERY (1985)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0402'ELM TREE REMOVED AND WITNESS POST MISSING.
 NF0402
 NF0402                          STATION RECOVERY (1987)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0402'RECOVERED IN GOOD CONDITION.
 NF0402
 NF0402                          STATION RECOVERY (1988)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0402'RECOVERED IN GOOD CONDITION.
 NF0402
 NF0402                          STATION RECOVERY (1989)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0402'MARK NOT FOUND.
 NF0402
 NF0402                          STATION RECOVERY (1999)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0402'MARK NOT FOUND.
 NF0402
 NF0402                          STATION RECOVERY (2001)
 NF0402
 NF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0347 ***********************************************************************
 NF0347  DESIGNATION -  G 168
 NF0347  PID         -  NF0347
 NF0347  STATE/COUNTY-  MI/BARRY
 NF0347  COUNTRY     -  US
 NF0347  USGS QUAD   -  WOODLAND (2017)
 NF0347
 NF0347                         *CURRENT SURVEY CONTROL
 NF0347  ______________________________________________________________________
 NF0347* NAD 83(1986) POSITION- 42 40 57.     (N) 085 14 29.     (W)   SCALED
 NF0347* NAVD 88 ORTHO HEIGHT -   271.098 (meters)      889.43  (feet) ADJUSTED
 NF0347  ______________________________________________________________________
 NF0347  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 NF0347  DYNAMIC HEIGHT  -        271.016 (meters)      889.16  (feet) COMP
 NF0347  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NF0347
 NF0347  VERT ORDER      -  SECOND    CLASS 0
 NF0347
 NF0347.The horizontal coordinates were scaled from a map and have
 NF0347.an estimated accuracy of +/- 6 seconds.
 NF0347
 NF0347.The orthometric height was determined by differential leveling and
 NF0347.adjusted by the NATIONAL GEODETIC SURVEY
 NF0347.in June 1991.
 NF0347
 NF0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0347.GEOID18 height accuracy estimate available here.
 NF0347
 NF0347.Click photographs - Photos may exist for this station.
 NF0347
 NF0347.The dynamic height is computed by dividing the NAVD 88
 NF0347.geopotential number by the normal gravity value computed on the
 NF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0347.degrees latitude (g = 980.6199 gals.).
 NF0347
 NF0347.The modeled gravity was interpolated from observed gravity values.
 NF0347
 NF0347;                    North         East    Units  Estimated Accuracy
 NF0347;SPC MI S     -   131,720.    3,928,320.      MT  (+/- 180 meters Scaled)
 NF0347
 NF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN440270(NAD 83)
 NF0347
 NF0347                          SUPERSEDED SURVEY CONTROL
 NF0347
 NF0347  NGVD 29 (??/??/92)  271.220  (m)          889.83   (f) ADJ UNCH    2 0
 NF0347
 NF0347.Superseded values are not recommended for survey control.
 NF0347
 NF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0347.See file dsdata.pdf to determine how the superseded data were derived.
 NF0347
 NF0347_MARKER: DB = BENCH MARK DISK
 NF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0347_STAMPING: G 168 1948
 NF0347_MARK LOGO: CGS
 NF0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0347+STABILITY: SURFACE MOTION
 NF0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0347+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 NF0347
 NF0347  HISTORY     - Date     Condition        Report By
 NF0347  HISTORY     - 1948     MONUMENTED       CGS
 NF0347  HISTORY     - 19940310 GOOD             MI-015
 NF0347
 NF0347                          STATION DESCRIPTION
 NF0347
 NF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0347'2.5 MI W FROM COATS GROVE.
 NF0347'2.5 MILES WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0347'SCHOOL AT COATS GROVE, AT THE JUNCTION OF A GRAVEL ROAD SOUTH,
 NF0347'68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 53 FEET SOUTH
 NF0347'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF A POWER POLE,
 NF0347'26 FEET EAST-SOUTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT
 NF0347'ON ROAD SOUTH, 16 1/2 FEET SOUTH OF A TELEPHONE POLE, 17 FEET
 NF0347'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 NF0347'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 NF0347'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0347
 NF0347                          STATION RECOVERY (1994)
 NF0347
 NF0347'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0347'RECOVERED IN GOOD CONDITION.  NOTE--ADD THE FOLLOWING. 43 FEET EAST OF
 NF0347'GRAVEL ROAD SOUTH, 26 FEET EAST-SOUTHEAST OF NEWER CORRIGATED METAL
 NF0347'PIPE CULVERT. WELL SUITED FOR GPS. CARSONITE WITNESS POST INSTALLED, 1
 NF0347'FOOT SOUTHEAST OF MARK LOCATED IN THE NORTHEAST 1/4 SECTION 3,
 NF0347'HASTINGS TOWNSHIP ( NEAR THE NORTH 1/4 CORNER).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0449 ***********************************************************************
 NF0449  DESIGNATION -  G 169
 NF0449  PID         -  NF0449
 NF0449  STATE/COUNTY-  MI/BARRY
 NF0449  COUNTRY     -  US
 NF0449  USGS QUAD   -  HASTINGS (2017)
 NF0449
 NF0449                         *CURRENT SURVEY CONTROL
 NF0449  ______________________________________________________________________
 NF0449* NAD 83(1986) POSITION- 42 39 37.     (N) 085 19 38.     (W)   SCALED
 NF0449* NAVD 88 ORTHO HEIGHT -   236.859 (meters)      777.09  (feet) ADJUSTED
 NF0449  ______________________________________________________________________
 NF0449  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 NF0449  DYNAMIC HEIGHT  -        236.787 (meters)      776.86  (feet) COMP
 NF0449  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 NF0449
 NF0449  VERT ORDER      -  SECOND    CLASS I
 NF0449
 NF0449.The horizontal coordinates were scaled from a map and have
 NF0449.an estimated accuracy of +/- 6 seconds.
 NF0449
 NF0449.The orthometric height was determined by differential leveling and
 NF0449.adjusted by the NATIONAL GEODETIC SURVEY
 NF0449.in August 2013.
 NF0449
 NF0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0449.GEOID18 height accuracy estimate available here.
 NF0449
 NF0449.Click photographs - Photos may exist for this station.
 NF0449
 NF0449.The dynamic height is computed by dividing the NAVD 88
 NF0449.geopotential number by the normal gravity value computed on the
 NF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0449.degrees latitude (g = 980.6199 gals.).
 NF0449
 NF0449.The modeled gravity was interpolated from observed gravity values.
 NF0449
 NF0449;                    North         East    Units  Estimated Accuracy
 NF0449;SPC MI S     -   129,330.    3,921,250.      MT  (+/- 180 meters Scaled)
 NF0449
 NF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN370244(NAD 83)
 NF0449
 NF0449                          SUPERSEDED SURVEY CONTROL
 NF0449
 NF0449  NAVD 88 (06/15/91)  236.664  (m)          776.46   (f) SUPERSEDED  2 0
 NF0449  NGVD 29 (??/??/92)  236.786  (m)          776.86   (f) ADJ UNCH    2 0
 NF0449
 NF0449.Superseded values are not recommended for survey control.
 NF0449
 NF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0449.See file dsdata.pdf to determine how the superseded data were derived.
 NF0449
 NF0449_MARKER: DB = BENCH MARK DISK
 NF0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0449_STAMPING: G 169 1948
 NF0449_MARK LOGO: CGS
 NF0449_PROJECTION: PROJECTING 61 CENTIMETERS
 NF0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0449+STABILITY: SURFACE MOTION
 NF0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0449+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NF0449
 NF0449  HISTORY     - Date     Condition        Report By
 NF0449  HISTORY     - 1948     MONUMENTED       CGS
 NF0449  HISTORY     - 1985     GOOD             USPSQD
 NF0449  HISTORY     - 1987     POOR             USPSQD
 NF0449  HISTORY     - 19941111 POOR             MI-015
 NF0449  HISTORY     - 19970323 GOOD             USPSQD
 NF0449  HISTORY     - 20050409 GOOD             USPSQD
 NF0449  HISTORY     - 20050515 GOOD             NGS
 NF0449
 NF0449                          STATION DESCRIPTION
 NF0449
 NF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0449'8.8 MI S FROM FREEPORT.
 NF0449'8.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0449'THENCE ABOUT 0.7 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD,
 NF0449'ACROSS ROAD FROM A SMALL LAKE, 19 FEET WEST OF THE CENTER LINE OF
 NF0449'A DRIVE SOUTH TO HOUSE NO. 1903, 121 FEET SOUTH-SOUTHEAST AND ACROSS
 NF0449'ROAD FROM THE CENTER OF A GATE TO A GRAVEL PIT, 100 FEET WEST AND
 NF0449'ACROSS DRIVE WAY FROM A 3-FOOT OAK TREE, 32 FEET SOUTHWEST OF THE
 NF0449'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0449'POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0449'POST PROJECTING 2 INCHES.
 NF0449
 NF0449                          STATION RECOVERY (1985)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0449'EXCEPT THERE IS NO WITNESS POST, AND EARTH HAS BEEN REMOVED FROM
 NF0449'AROUND CONCRETE POST SO THAT IT NOW PROJECTS ABOUT 20 INCHES ABOVE
 NF0449'GROUND. CHANGE DESC. 'SCHOOL AT FREEPORT' TO 'BAPTIST CHURCH AT
 NF0449'FREEPORT'.
 NF0449
 NF0449                          STATION RECOVERY (1987)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0449'MARK RECOVERED IN POOR CONDITION.
 NF0449
 NF0449                          STATION RECOVERY (1994)
 NF0449
 NF0449'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0449'STABILITY AND RELIABILITY OF MARK IS VERY QUESTIONABLE.  EARTH HAS
 NF0449'BEEN REMOVED FROM AROUND MARK.  MARK  PROJECTS 24 INCHES ABOVE THE
 NF0449'GROUND.  DESCRIPTION IS ADEQUATE,  MARK IS NOW 30 FEET SOUTHWEST OF
 NF0449'THE CENTERLINE OF STATE ROAD (BITUMINOUS) MARK IS NOT SUITABLE FOR
 NF0449'GPS.
 NF0449
 NF0449                          STATION RECOVERY (1997)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0449'RECOVERED IN GOOD CONDITION.
 NF0449
 NF0449                          STATION RECOVERY (2005)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0449'RECOVERED IN GOOD CONDITION.
 NF0449
 NF0449                          STATION RECOVERY (2005)
 NF0449
 NF0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JDR)
 NF0449'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0632 ***********************************************************************
 NF0632  DESIGNATION -  G 171
 NF0632  PID         -  NF0632
 NF0632  STATE/COUNTY-  MI/VAN BUREN
 NF0632  COUNTRY     -  US
 NF0632  USGS QUAD   -  MERSON (2017)
 NF0632
 NF0632                         *CURRENT SURVEY CONTROL
 NF0632  ______________________________________________________________________
 NF0632* NAD 83(1986) POSITION- 42 24 52.     (N) 085 49 42.     (W)   SCALED
 NF0632* NAVD 88 ORTHO HEIGHT -   230.939 (meters)      757.67  (feet) ADJUSTED
 NF0632  ______________________________________________________________________
 NF0632  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 NF0632  DYNAMIC HEIGHT  -        230.875 (meters)      757.46  (feet) COMP
 NF0632  MODELED GRAVITY -    980,337.7   (mgal)                       NAVD 88
 NF0632
 NF0632  VERT ORDER      -  SECOND    CLASS 0
 NF0632
 NF0632.The horizontal coordinates were scaled from a map and have
 NF0632.an estimated accuracy of +/- 6 seconds.
 NF0632
 NF0632.The orthometric height was determined by differential leveling and
 NF0632.adjusted by the NATIONAL GEODETIC SURVEY
 NF0632.in June 1991.
 NF0632
 NF0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0632.GEOID18 height accuracy estimate available here.
 NF0632
 NF0632.Click photographs - Photos may exist for this station.
 NF0632
 NF0632.The dynamic height is computed by dividing the NAVD 88
 NF0632.geopotential number by the normal gravity value computed on the
 NF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0632.degrees latitude (g = 980.6199 gals.).
 NF0632
 NF0632.The modeled gravity was interpolated from observed gravity values.
 NF0632
 NF0632;                    North         East    Units  Estimated Accuracy
 NF0632;SPC MI S     -   102,620.    3,879,700.      MT  (+/- 180 meters Scaled)
 NF0632
 NF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964964(NAD 83)
 NF0632
 NF0632                          SUPERSEDED SURVEY CONTROL
 NF0632
 NF0632  NGVD 29 (??/??/92)  231.077  (m)          758.13   (f) ADJ UNCH    2 0
 NF0632
 NF0632.Superseded values are not recommended for survey control.
 NF0632
 NF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0632.See file dsdata.pdf to determine how the superseded data were derived.
 NF0632
 NF0632_MARKER: DB = BENCH MARK DISK
 NF0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0632_STAMPING: G 171 1948
 NF0632_MARK LOGO: CGS
 NF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0632+STABILITY: SURFACE MOTION
 NF0632
 NF0632  HISTORY     - Date     Condition        Report By
 NF0632  HISTORY     - 1948     MONUMENTED       CGS
 NF0632  HISTORY     - 1977     GOOD             MIDH
 NF0632  HISTORY     - 20231226 MARK NOT FOUND   MIDT
 NF0632
 NF0632                          STATION DESCRIPTION
 NF0632
 NF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0632'4.3 MI N FROM KENDALL.
 NF0632'4.3 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0632'KENDALL, ABOUT 0.7 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 NF0632'WEST AND ABANDONED BRICK DISTRICT SCHOOL NO. 6, AT THE T JUNCTION
 NF0632'OF AN EAST-WEST ROAD (CO. ROAD 653 JOGS EAST HERE), 27 FEET
 NF0632'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 63 FEET EAST
 NF0632'OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, AT THE WEST
 NF0632'END OF A CUT, 13.5 FEET SOUTH OF A WIRE FENCE, 15 FEET
 NF0632'SOUTH-SOUTHEAST OF A 16-INCH PINE TREE, 2 FEET WEST OF A WHITE
 NF0632'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0632'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0632
 NF0632                          STATION RECOVERY (1977)
 NF0632
 NF0632'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0632'RECOVERED IN GOOD CONDITION.
 NF0632
 NF0632                          STATION RECOVERY (2023)
 NF0632
 NF0632'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0975 ***********************************************************************
 NF0975  DESIGNATION -  G 173
 NF0975  PID         -  NF0975
 NF0975  STATE/COUNTY-  MI/ALLEGAN
 NF0975  COUNTRY     -  US
 NF0975  USGS QUAD   -  BURNIPS (2017)
 NF0975
 NF0975                         *CURRENT SURVEY CONTROL
 NF0975  ______________________________________________________________________
 NF0975* NAD 83(1986) POSITION- 42 42 39.     (N) 085 45 07.     (W)   SCALED
 NF0975* NAVD 88 ORTHO HEIGHT -   211.221 (meters)      692.98  (feet) ADJUSTED
 NF0975  ______________________________________________________________________
 NF0975  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 NF0975  DYNAMIC HEIGHT  -        211.165 (meters)      692.80  (feet) COMP
 NF0975  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 NF0975
 NF0975  VERT ORDER      -  SECOND    CLASS 0
 NF0975
 NF0975.The horizontal coordinates were scaled from a map and have
 NF0975.an estimated accuracy of +/- 6 seconds.
 NF0975
 NF0975.The orthometric height was determined by differential leveling and
 NF0975.adjusted by the NATIONAL GEODETIC SURVEY
 NF0975.in June 1991.
 NF0975
 NF0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0975.GEOID18 height accuracy estimate available here.
 NF0975
 NF0975.Click photographs - Photos may exist for this station.
 NF0975
 NF0975.The dynamic height is computed by dividing the NAVD 88
 NF0975.geopotential number by the normal gravity value computed on the
 NF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0975.degrees latitude (g = 980.6199 gals.).
 NF0975
 NF0975.The modeled gravity was interpolated from observed gravity values.
 NF0975
 NF0975;                    North         East    Units  Estimated Accuracy
 NF0975;SPC MI S     -   135,430.    3,886,530.      MT  (+/- 180 meters Scaled)
 NF0975
 NF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN022294(NAD 83)
 NF0975
 NF0975                          SUPERSEDED SURVEY CONTROL
 NF0975
 NF0975  NGVD 29 (??/??/92)  211.355  (m)          693.42   (f) ADJ UNCH    2 0
 NF0975
 NF0975.Superseded values are not recommended for survey control.
 NF0975
 NF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0975.See file dsdata.pdf to determine how the superseded data were derived.
 NF0975
 NF0975_MARKER: DB = BENCH MARK DISK
 NF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0975_STAMPING: G 173 1948
 NF0975_MARK LOGO: CGS
 NF0975_PROJECTION: PROJECTING 15 CENTIMETERS
 NF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0975+STABILITY: SURFACE MOTION
 NF0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0975+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 NF0975
 NF0975  HISTORY     - Date     Condition        Report By
 NF0975  HISTORY     - 1948     MONUMENTED       CGS
 NF0975  HISTORY     - 1974     GOOD             NGS
 NF0975  HISTORY     - 1987     GOOD             USPSQD
 NF0975  HISTORY     - 1989     GOOD             USPSQD
 NF0975  HISTORY     - 20210623 GOOD             MIDT
 NF0975
 NF0975                          STATION DESCRIPTION
 NF0975
 NF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0975'2.4 MI SW FROM DORR.
 NF0975'ABOUT 1.35 MILES WEST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0975'CENTRAL RAILROAD STATION AT DORR, THENCE ABOUT 1.0 MILE SOUTH ALONG
 NF0975'A GRAVEL ROAD, ABOUT 0.5 MILE SOUTH OF A SIDE ROAD WEST, AT THE
 NF0975'JUNCTION OF A ROAD EAST, 66 FEET SOUTHWEST AND ACROSS ROAD FROM A
 NF0975'16-INCH HICKORY TREE AT A FENCE CORNER, 44 FEET WEST OF THE
 NF0975'CENTER LINE OF THE ROAD, 11 FEET SOUTH OF THE PROLONGED CENTER
 NF0975'LINE OF THE ROAD EAST, 2 FEET EAST OF A CORNER POWER POLE WITH
 NF0975'LINES SOUTH AND EAST AND 2 GUY WIRES, 2 FEET WEST OF A WHITE
 NF0975'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 NF0975'PROJECTING 6 INCHES.
 NF0975
 NF0975                          STATION RECOVERY (1974)
 NF0975
 NF0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0975'RECOVERED IN GOOD CONDITION.
 NF0975
 NF0975                          STATION RECOVERY (1987)
 NF0975
 NF0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0975'RECOVERED IN GOOD CONDITION.
 NF0975
 NF0975                          STATION RECOVERY (1989)
 NF0975
 NF0975'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0975'RECOVERED IN GOOD CONDITION.
 NF0975
 NF0975                          STATION RECOVERY (2021)
 NF0975
 NF0975'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CB)
 NF0975'RECOVERED AS DESCRIBED.  NOT GPS ABLE BECAUSE OF TREE COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0652 ***********************************************************************
 NF0652  DESIGNATION -  G 174
 NF0652  PID         -  NF0652
 NF0652  STATE/COUNTY-  MI/ALLEGAN
 NF0652  COUNTRY     -  US
 NF0652  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0652
 NF0652                         *CURRENT SURVEY CONTROL
 NF0652  ______________________________________________________________________
 NF0652* NAD 83(1986) POSITION- 42 28 36.9    (N) 085 57 14.8    (W)   HD_HELD2
 NF0652* NAVD 88 ORTHO HEIGHT -   221.393 (meters)      726.35  (feet) ADJUSTED
 NF0652  ______________________________________________________________________
 NF0652  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 NF0652  DYNAMIC HEIGHT  -        221.334 (meters)      726.16  (feet) COMP
 NF0652  MODELED GRAVITY -    980,346.4   (mgal)                       NAVD 88
 NF0652
 NF0652  VERT ORDER      -  SECOND    CLASS 0
 NF0652
 NF0652.The horizontal coordinates were established by autonomous hand held GPS
 NF0652.observations and have an estimated accuracy of +/- 10 meters.
 NF0652
 NF0652.The orthometric height was determined by differential leveling and
 NF0652.adjusted by the NATIONAL GEODETIC SURVEY
 NF0652.in June 1991.
 NF0652
 NF0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0652.GEOID18 height accuracy estimate available here.
 NF0652
 NF0652.Click photographs - Photos may exist for this station.
 NF0652
 NF0652.The dynamic height is computed by dividing the NAVD 88
 NF0652.geopotential number by the normal gravity value computed on the
 NF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0652.degrees latitude (g = 980.6199 gals.).
 NF0652
 NF0652.The modeled gravity was interpolated from observed gravity values.
 NF0652
 NF0652;                    North         East    Units  Estimated Accuracy
 NF0652;SPC MI S     -   109,744.    3,869,482.      MT  (+/- 10 meters HH2 GPS)
 NF0652
 NF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8596803259(NAD 83)
 NF0652
 NF0652                          SUPERSEDED SURVEY CONTROL
 NF0652
 NF0652  NGVD 29 (??/??/92)  221.533  (m)          726.81   (f) ADJ UNCH    2 0
 NF0652
 NF0652.Superseded values are not recommended for survey control.
 NF0652
 NF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0652.See file dsdata.pdf to determine how the superseded data were derived.
 NF0652
 NF0652_MARKER: DB = BENCH MARK DISK
 NF0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0652_STAMPING: G 174 1948
 NF0652_MARK LOGO: CGS
 NF0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0652+STABILITY: SURFACE MOTION
 NF0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0652+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 NF0652
 NF0652  HISTORY     - Date     Condition        Report By
 NF0652  HISTORY     - 1948     MONUMENTED       CGS
 NF0652  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0652  HISTORY     - 1989     POOR             USPSQD
 NF0652  HISTORY     - 20060318 GOOD             USPSQD
 NF0652  HISTORY     - 20230329 POOR             MIDT
 NF0652
 NF0652                          STATION DESCRIPTION
 NF0652
 NF0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0652'2.3 MI N FROM CHESHIRE.
 NF0652'2.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0652'A CEMETERY AT CHESHIRE, ABOUT 0.75 MILE SOUTH OF ROWE SCHOOL,
 NF0652'AT AN EAST-WEST BLACK TOP ROAD CROSSING, 100 FEET EAST OF THE
 NF0652'CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE
 NF0652'BLACK TOP ROAD, 74.5 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH
 NF0652'OF THE FENCE LINE, 5 FEET WEST OF A TELEPHONE POLE, 2 FEET
 NF0652'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0652'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0652
 NF0652                          STATION RECOVERY (1978)
 NF0652
 NF0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0652'MARK NOT FOUND.
 NF0652
 NF0652                          STATION RECOVERY (1989)
 NF0652
 NF0652'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0652'MARK RECOVERED IN POOR CONDITION.
 NF0652
 NF0652                          STATION RECOVERY (2006)
 NF0652
 NF0652'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0652'RECOVERED IN GOOD CONDITION.
 NF0652
 NF0652                          STATION RECOVERY (2023)
 NF0652
 NF0652'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0652'THE MARK IS DAMAGED AND LEANING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0550 ***********************************************************************
 NF0550  DESIGNATION -  G 175
 NF0550  PID         -  NF0550
 NF0550  STATE/COUNTY-  MI/ALLEGAN
 NF0550  COUNTRY     -  US
 NF0550  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0550
 NF0550                         *CURRENT SURVEY CONTROL
 NF0550  ______________________________________________________________________
 NF0550* NAD 83(1986) POSITION- 42 27 54.     (N) 085 34 39.     (W)   SCALED
 NF0550* NAVD 88 ORTHO HEIGHT -   249.824 (meters)      819.63  (feet) ADJUSTED
 NF0550  ______________________________________________________________________
 NF0550  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 NF0550  DYNAMIC HEIGHT  -        249.748 (meters)      819.38  (feet) COMP
 NF0550  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 NF0550
 NF0550  VERT ORDER      -  SECOND    CLASS 0
 NF0550
 NF0550.The horizontal coordinates were scaled from a map and have
 NF0550.an estimated accuracy of +/- 6 seconds.
 NF0550
 NF0550.The orthometric height was determined by differential leveling and
 NF0550.adjusted by the NATIONAL GEODETIC SURVEY
 NF0550.in June 1991.
 NF0550
 NF0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0550.GEOID18 height accuracy estimate available here.
 NF0550
 NF0550.Click photographs - Photos may exist for this station.
 NF0550
 NF0550.The dynamic height is computed by dividing the NAVD 88
 NF0550.geopotential number by the normal gravity value computed on the
 NF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0550.degrees latitude (g = 980.6199 gals.).
 NF0550
 NF0550.The modeled gravity was interpolated from observed gravity values.
 NF0550
 NF0550;                    North         East    Units  Estimated Accuracy
 NF0550;SPC MI S     -   107,910.    3,900,430.      MT  (+/- 180 meters Scaled)
 NF0550
 NF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN169023(NAD 83)
 NF0550
 NF0550                          SUPERSEDED SURVEY CONTROL
 NF0550
 NF0550  NGVD 29 (??/??/92)  249.952  (m)          820.05   (f) ADJ UNCH    2 0
 NF0550
 NF0550.Superseded values are not recommended for survey control.
 NF0550
 NF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0550.See file dsdata.pdf to determine how the superseded data were derived.
 NF0550
 NF0550_MARKER: DB = BENCH MARK DISK
 NF0550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0550_SP_SET: CULVERT HEADWALL
 NF0550_STAMPING: G 175 1948
 NF0550_MARK LOGO: CGS
 NF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0550+STABILITY: SURFACE MOTION
 NF0550
 NF0550  HISTORY     - Date     Condition        Report By
 NF0550  HISTORY     - 1948     MONUMENTED       CGS
 NF0550  HISTORY     - 1989     GOOD             USPSQD
 NF0550  HISTORY     - 20031109 GOOD             USPSQD
 NF0550  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0550
 NF0550                          STATION DESCRIPTION
 NF0550
 NF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0550'1.7 MI W FROM DOSTER.
 NF0550'1.7 MILES WEST ALONG A BLACK TOP ROAD FROM THE COUNTY LINE
 NF0550'CROSSROAD AT DOSTER, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A
 NF0550'ROAD SOUTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS NORTHWEST
 NF0550'AND EAST, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 NF0550'OF A 6-FOOT CONCRETE CULVERT OF A CREEK (POTTER CREEK).
 NF0550'24 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT
 NF0550'7 FEET BELOW THE ROAD.
 NF0550
 NF0550                          STATION RECOVERY (1989)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0550'RECOVERED IN GOOD CONDITION.
 NF0550
 NF0550                          STATION RECOVERY (2003)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0550'RECOVERED IN GOOD CONDITION.
 NF0550
 NF0550                          STATION RECOVERY (2006)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0827 ***********************************************************************
 NF0827  DESIGNATION -  G 176
 NF0827  PID         -  NF0827
 NF0827  STATE/COUNTY-  MI/ALLEGAN
 NF0827  COUNTRY     -  US
 NF0827  USGS QUAD   -  ORANGEVILLE (2017)
 NF0827
 NF0827                         *CURRENT SURVEY CONTROL
 NF0827  ______________________________________________________________________
 NF0827* NAD 83(1986) POSITION- 42 30 17.     (N) 085 33 06.     (W)   SCALED
 NF0827* NAVD 88 ORTHO HEIGHT -   235.144 (meters)      771.47  (feet) ADJUSTED
 NF0827  ______________________________________________________________________
 NF0827  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 NF0827  DYNAMIC HEIGHT  -        235.074 (meters)      771.24  (feet) COMP
 NF0827  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 NF0827
 NF0827  VERT ORDER      -  SECOND    CLASS 0
 NF0827
 NF0827.The horizontal coordinates were scaled from a map and have
 NF0827.an estimated accuracy of +/- 6 seconds.
 NF0827
 NF0827.The orthometric height was determined by differential leveling and
 NF0827.adjusted by the NATIONAL GEODETIC SURVEY
 NF0827.in June 1991.
 NF0827
 NF0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0827.GEOID18 height accuracy estimate available here.
 NF0827
 NF0827.Click photographs - Photos may exist for this station.
 NF0827
 NF0827.The dynamic height is computed by dividing the NAVD 88
 NF0827.geopotential number by the normal gravity value computed on the
 NF0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0827.degrees latitude (g = 980.6199 gals.).
 NF0827
 NF0827.The modeled gravity was interpolated from observed gravity values.
 NF0827
 NF0827;                    North         East    Units  Estimated Accuracy
 NF0827;SPC MI S     -   112,290.    3,902,610.      MT  (+/- 180 meters Scaled)
 NF0827
 NF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN189068(NAD 83)
 NF0827
 NF0827                          SUPERSEDED SURVEY CONTROL
 NF0827
 NF0827  NGVD 29 (??/??/92)  235.273  (m)          771.89   (f) ADJ UNCH    2 0
 NF0827
 NF0827.Superseded values are not recommended for survey control.
 NF0827
 NF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0827.See file dsdata.pdf to determine how the superseded data were derived.
 NF0827
 NF0827_MARKER: DB = BENCH MARK DISK
 NF0827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0827_SP_SET: CULVERT WINGWALL
 NF0827_STAMPING: G 176 1948
 NF0827_MARK LOGO: CGS
 NF0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0827+STABILITY: SURFACE MOTION
 NF0827
 NF0827  HISTORY     - Date     Condition        Report By
 NF0827  HISTORY     - 1948     MONUMENTED       CGS
 NF0827  HISTORY     - 1976     GOOD             LOCENG
 NF0827  HISTORY     - 1987     GOOD             USPSQD
 NF0827  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0827
 NF0827                          STATION DESCRIPTION
 NF0827
 NF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0827'4 MI SW FROM ORANGEVILLE.
 NF0827'ABOUT 3.95 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD NO. 412
 NF0827'FROM THE SCHOOL AT ORANGEVILLE, ABOUT 0.5 MILE NORTHEAST OF
 NF0827'THE CROSSING OF A RAILROAD BRANCH LINE AT NEELEY, NEAR THE
 NF0827'WEST CORNER OF A SCHOOL YARD, SET IN THE TOP OF THE SOUTH WING
 NF0827'WALL OF A 4-FOOT CONCRETE CULVERT, 14 FEET SOUTHEAST OF THE
 NF0827'CENTER LINE OF THE ROAD, 21.5 FEET NORTH OF THE WEST CORNER
 NF0827'OF THE SCHOOL YARD, AND ABOUT 0.5 FOOT BELOW THE ROAD.
 NF0827
 NF0827                          STATION RECOVERY (1976)
 NF0827
 NF0827'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 NF0827'RECOVERED IN GOOD CONDITION.
 NF0827
 NF0827                          STATION RECOVERY (1987)
 NF0827
 NF0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0827'RECOVERED IN GOOD CONDITION.
 NF0827
 NF0827                          STATION RECOVERY (2005)
 NF0827
 NF0827'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0827'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0417 ***********************************************************************
 NF0417  DESIGNATION -  G 177
 NF0417  PID         -  NF0417
 NF0417  STATE/COUNTY-  MI/BARRY
 NF0417  COUNTRY     -  US
 NF0417  USGS QUAD   -  MIDDLEVILLE (2017)
 NF0417
 NF0417                         *CURRENT SURVEY CONTROL
 NF0417  ______________________________________________________________________
 NF0417* NAD 83(1986) POSITION- 42 39 09.     (N) 085 26 51.     (W)   SCALED
 NF0417* NAVD 88 ORTHO HEIGHT -   234.330 (meters)      768.80  (feet) ADJUSTED
 NF0417  ______________________________________________________________________
 NF0417  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 NF0417  DYNAMIC HEIGHT  -        234.261 (meters)      768.57  (feet) COMP
 NF0417  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NF0417
 NF0417  VERT ORDER      -  SECOND    CLASS I
 NF0417
 NF0417.The horizontal coordinates were scaled from a map and have
 NF0417.an estimated accuracy of +/- 6 seconds.
 NF0417
 NF0417.The orthometric height was determined by differential leveling and
 NF0417.adjusted by the NATIONAL GEODETIC SURVEY
 NF0417.in June 1991.
 NF0417
 NF0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0417.GEOID18 height accuracy estimate available here.
 NF0417
 NF0417.Click photographs - Photos may exist for this station.
 NF0417
 NF0417.The dynamic height is computed by dividing the NAVD 88
 NF0417.geopotential number by the normal gravity value computed on the
 NF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0417.degrees latitude (g = 980.6199 gals.).
 NF0417
 NF0417.The modeled gravity was interpolated from observed gravity values.
 NF0417
 NF0417;                    North         East    Units  Estimated Accuracy
 NF0417;SPC MI S     -   128,590.    3,911,380.      MT  (+/- 180 meters Scaled)
 NF0417
 NF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN272233(NAD 83)
 NF0417
 NF0417                          SUPERSEDED SURVEY CONTROL
 NF0417
 NF0417  NGVD 29 (??/??/92)  234.455  (m)          769.21   (f) ADJ UNCH    2 0
 NF0417
 NF0417.Superseded values are not recommended for survey control.
 NF0417
 NF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0417.See file dsdata.pdf to determine how the superseded data were derived.
 NF0417
 NF0417_MARKER: DB = BENCH MARK DISK
 NF0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0417_STAMPING: G 177 1948
 NF0417_MARK LOGO: CGS
 NF0417_PROJECTION: PROJECTING 6 CENTIMETERS
 NF0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0417+STABILITY: SURFACE MOTION
 NF0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0417+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 NF0417
 NF0417  HISTORY     - Date     Condition        Report By
 NF0417  HISTORY     - 1948     MONUMENTED       CGS
 NF0417  HISTORY     - 1987     GOOD             USPSQD
 NF0417  HISTORY     - 19941111 GOOD             MI-015
 NF0417  HISTORY     - 19970304 GOOD             USPSQD
 NF0417  HISTORY     - 20000822 GOOD             MI-015
 NF0417  HISTORY     - 20041030 GOOD             USPSQD
 NF0417  HISTORY     - 20060517 GOOD             MIDT
 NF0417
 NF0417                          STATION DESCRIPTION
 NF0417
 NF0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0417'4.4 MI SE FROM MIDDLEVILLE.
 NF0417'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0417'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 1.85 MILES SOUTH
 NF0417'ALONG COUNTY ROAD 611, AT A CROSS ROAD, 170 FEET SOUTH-SOUTHWEST
 NF0417'OF THE CENTER LINE OF THE INTERSECTION, 40 FEET WEST OF THE
 NF0417'CENTER LINE OF THE ROAD, 21 FEET NORTH OF A TRIANGULAR BLAZED
 NF0417'18-INCH OAK TREE, 21 FEET EAST OF THE CENTER LINE OF A DRIVE
 NF0417'TO A HOUSE, 37 1/2 FEET EAST AND ACROSS DRIVE FROM THE SOUTHEAST
 NF0417'CORNER OF A BARN, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0417'POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0417'POST PROJECTING 2 1/2 INCHES.
 NF0417
 NF0417                          STATION RECOVERY (1987)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0417'RECOVERED IN GOOD CONDITION.
 NF0417
 NF0417                          STATION RECOVERY (1994)
 NF0417
 NF0417'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0417'RECOVERED IN GOOD CONDITION.  38 FEET WEST OF CENTERLINE OF YANKEE
 NF0417'SPRINGS ROAD (BITUMINOUS) BLAZE ON TREE OVERGROWN, BUT STILL VISIBLE,
 NF0417'CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR
 NF0417'GPS.
 NF0417
 NF0417                          STATION RECOVERY (1997)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0417'RECOVERED IN GOOD CONDITION.
 NF0417
 NF0417                          STATION RECOVERY (2000)
 NF0417
 NF0417'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0417'LOCATED IN THE NORTHEAST 1/4 OF SECTION 14, NEAR THE NORTHEAST CORNER,
 NF0417'ON YANKEE SPRINGS ROAD SOUTH OF BOWENS MILL ROAD.  TO REACH FROM THE
 NF0417'INTERSECTION OF M-37 AND M-43 (2.3 MI WEST OF HASTINGS) TRAVEL
 NF0417'WEST-NORTHWEST 6.44 MI (10.36 KM) ALONG M-37 TO SHAW LAKE ROAD . TURN
 NF0417'LEFT AND TRAVEL WEST ON SHAW LAKE ROAD 0.18 MI (0.29 KM) TO YANKEE
 NF0417'SPRINGS ROAD.  TURN LEFT AND GO SOUTHEAST THEN SOUTH FOR 1.51 MI (2.43
 NF0417'KM) TO STATION ON THE RIGHT.  IT IS 38.0 FT (11.6 M) WEST OF
 NF0417'CENTERLINE OF YANKEE SPRINGS ROAD, 170.0 FT (51.8 M) SOUTH OF THE
 NF0417'CENTERLINE OF BOWENS MILL ROAD, 21.0 FT (6.4 M) NORTH OF A TRIANGULAR
 NF0417'BLAZED OAK TREE, 1.5 FT (0.5 M) SOUTH OF A WOODEN WITNESS POST, 2.5 FT
 NF0417'(0.8 M) ABOVE THE ROAD GRANDE AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 NF0417'WITNESS POST.
 NF0417
 NF0417                          STATION RECOVERY (2004)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0417'RECOVERED IN GOOD CONDITION.
 NF0417
 NF0417                          STATION RECOVERY (2006)
 NF0417
 NF0417'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (CAK)
 NF0417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0674 ***********************************************************************
 NE0674  DESIGNATION -  G 178
 NE0674  PID         -  NE0674
 NE0674  STATE/COUNTY-  MI/WASHTENAW
 NE0674  COUNTRY     -  US
 NE0674  USGS QUAD   -  DEXTER (2017)
 NE0674
 NE0674                         *CURRENT SURVEY CONTROL
 NE0674  ______________________________________________________________________
 NE0674* NAD 83(1986) POSITION- 42 20 23.     (N) 083 53 32.     (W)   SCALED
 NE0674* NAVD 88 ORTHO HEIGHT -   262.715 (meters)      861.92  (feet) ADJUSTED
 NE0674  ______________________________________________________________________
 NE0674  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 NE0674  DYNAMIC HEIGHT  -        262.637 (meters)      861.67  (feet) COMP
 NE0674  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 NE0674
 NE0674  VERT ORDER      -  FIRST     CLASS II
 NE0674
 NE0674.The horizontal coordinates were scaled from a map and have
 NE0674.an estimated accuracy of +/- 6 seconds.
 NE0674
 NE0674.The orthometric height was determined by differential leveling and
 NE0674.adjusted by the NATIONAL GEODETIC SURVEY
 NE0674.in June 1991.
 NE0674
 NE0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0674.GEOID18 height accuracy estimate available here.
 NE0674
 NE0674.Click photographs - Photos may exist for this station.
 NE0674
 NE0674.The dynamic height is computed by dividing the NAVD 88
 NE0674.geopotential number by the normal gravity value computed on the
 NE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0674.degrees latitude (g = 980.6199 gals.).
 NE0674
 NE0674.The modeled gravity was interpolated from observed gravity values.
 NE0674
 NE0674;                    North         East    Units  Estimated Accuracy
 NE0674;SPC MI S     -    93,390.    4,039,100.      MT  (+/- 180 meters Scaled)
 NE0674
 NE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG617915(NAD 83)
 NE0674
 NE0674                          SUPERSEDED SURVEY CONTROL
 NE0674
 NE0674  NGVD 29 (01/19/93)  262.840  (m)          862.33   (f) ADJUSTED    1 2
 NE0674  NGVD 29 (??/??/92)  262.840  (m)          862.33   (f) SUPERSEDED  1 2
 NE0674
 NE0674.Superseded values are not recommended for survey control.
 NE0674
 NE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0674.See file dsdata.pdf to determine how the superseded data were derived.
 NE0674
 NE0674_MARKER: DB = BENCH MARK DISK
 NE0674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0674_SP_SET: ABUTMENT
 NE0674_STAMPING: G 178 1948
 NE0674_MARK LOGO: CGS
 NE0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0674
 NE0674  HISTORY     - Date     Condition        Report By
 NE0674  HISTORY     - 1948     MONUMENTED       CGS
 NE0674  HISTORY     - 1985     GOOD             NGS
 NE0674  HISTORY     - 19981025 GOOD             USPSQD
 NE0674  HISTORY     - 20160526 MARK NOT FOUND   MIDT
 NE0674
 NE0674                          STATION DESCRIPTION
 NE0674
 NE0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0674'0.4 MI W FROM DEXTER.
 NE0674'0.4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NE0674'STATION AT DEXTER, AT THE OVERPASS OF THE RAILROAD OVER PORTAGE
 NE0674'LAKE ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE STONE
 NE0674'PILLAR AT WEST END OF THE OVERPASS, 9 FEET SOUTH OF THE SOUTH
 NE0674'RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.  MARK IS ABOUT 0.65
 NE0674'MILE NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE SCHOOL AT DEXTER.
 NE0674
 NE0674                          STATION RECOVERY (1985)
 NE0674
 NE0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0674'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DEXTER,
 NE0674'AT THE INTERSECTION OF DEXTER-PINCKNEY ROAD AND THE CONRAIL RAILROAD,
 NE0674'IN THE SOUTHEAST END OF THE FIRST STONE STEP OF THE SOUTHWEST STONE
 NE0674'ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD, 2.8 M (9.2 FT)
 NE0674'SOUTHEAST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE
 NE0674'SOUTHEAST END OF THE STEP.
 NE0674'THE MARK IS 1.1 M BELOW THE TRACKS.
 NE0674
 NE0674                          STATION RECOVERY (1998)
 NE0674
 NE0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0674'RECOVERED IN GOOD CONDITION.
 NE0674
 NE0674                          STATION RECOVERY (2016)
 NE0674
 NE0674'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NE0674'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0319 ***********************************************************************
 MC0319  DESIGNATION -  G 179
 MC0319  PID         -  MC0319
 MC0319  STATE/COUNTY-  MI/MONROE
 MC0319  COUNTRY     -  US
 MC0319  USGS QUAD   -  MONROE (2017)
 MC0319
 MC0319                         *CURRENT SURVEY CONTROL
 MC0319  ______________________________________________________________________
 MC0319* NAD 83(1986) POSITION- 41 55 27.     (N) 083 24 58.     (W)   SCALED
 MC0319* NAVD 88 ORTHO HEIGHT -   181.403 (meters)      595.15  (feet) ADJUSTED
 MC0319  ______________________________________________________________________
 MC0319  GEOID HEIGHT    -        -35.206 (meters)                     GEOID18
 MC0319  DYNAMIC HEIGHT  -        181.338 (meters)      594.94  (feet) COMP
 MC0319  MODELED GRAVITY -    980,260.6   (mgal)                       NAVD 88
 MC0319
 MC0319  VERT ORDER      -  FIRST     CLASS II
 MC0319
 MC0319.The horizontal coordinates were scaled from a map and have
 MC0319.an estimated accuracy of +/- 6 seconds.
 MC0319
 MC0319.The orthometric height was determined by differential leveling and
 MC0319.adjusted by the NATIONAL GEODETIC SURVEY
 MC0319.in June 1991.
 MC0319
 MC0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0319.GEOID18 height accuracy estimate available here.
 MC0319
 MC0319.Click photographs - Photos may exist for this station.
 MC0319
 MC0319.The dynamic height is computed by dividing the NAVD 88
 MC0319.geopotential number by the normal gravity value computed on the
 MC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0319.degrees latitude (g = 980.6199 gals.).
 MC0319
 MC0319.The modeled gravity was interpolated from observed gravity values.
 MC0319
 MC0319;                    North         East    Units  Estimated Accuracy
 MC0319;SPC MI S     -    47,560.    4,078,850.      MT  (+/- 180 meters Scaled)
 MC0319
 MC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG996441(NAD 83)
 MC0319
 MC0319                          SUPERSEDED SURVEY CONTROL
 MC0319
 MC0319  NGVD 29 (??/??/92)  181.571  (m)          595.70   (f) ADJ UNCH    1 2
 MC0319
 MC0319.Superseded values are not recommended for survey control.
 MC0319
 MC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0319.See file dsdata.pdf to determine how the superseded data were derived.
 MC0319
 MC0319_MARKER: DB = BENCH MARK DISK
 MC0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0319_SP_SET: CULVERT HEADWALL
 MC0319_STAMPING: G 179 1954
 MC0319_MARK LOGO: CGS
 MC0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0319+STABILITY: SURFACE MOTION
 MC0319
 MC0319  HISTORY     - Date     Condition        Report By
 MC0319  HISTORY     - 1954     MONUMENTED       CGS
 MC0319  HISTORY     - 1968     MARK NOT FOUND   CGS
 MC0319
 MC0319                          STATION DESCRIPTION
 MC0319
 MC0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0319'1.4 MI NW FROM MONROE.
 MC0319'ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE POST
 MC0319'OFFICE AT MONROE, THENCE ABOUT 1.05 MILES NORTHWEST AND WEST
 MC0319'ALONG WEST ELM AVENUE AND NORTH CUSTER ROAD, ABOUT 110 YARDS
 MC0319'WEST OF THE WEST EDGE OF OVERPASS OF U.S. HIGHWAY 24 OVER WEST
 MC0319'ELM AVENUE, IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 MC0319'OF A 4-FOOT CONCRETE CULVERT UNDER NORTH CUSTER ROAD, 18 FEET
 MC0319'SOUTH OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
 MC0319
 MC0319                          STATION RECOVERY (1968)
 MC0319
 MC0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MC0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0336 ***********************************************************************
 OK0336  DESIGNATION -  G 17=835
 OK0336  PID         -  OK0336
 OK0336  STATE/COUNTY-  MI/IONIA
 OK0336  COUNTRY     -  US
 OK0336  USGS QUAD   -  SHILOH (2017)
 OK0336
 OK0336                         *CURRENT SURVEY CONTROL
 OK0336  ______________________________________________________________________
 OK0336* NAD 83(1986) POSITION- 43 06 20.     (N) 085 05 07.     (W)   SCALED
 OK0336* NAVD 88 ORTHO HEIGHT -   254.180 (meters)      833.92  (feet) ADJUSTED
 OK0336  ______________________________________________________________________
 OK0336  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 OK0336  DYNAMIC HEIGHT  -        254.122 (meters)      833.73  (feet) COMP
 OK0336  MODELED GRAVITY -    980,386.2   (mgal)                       NAVD 88
 OK0336
 OK0336  VERT ORDER      -  FIRST     CLASS II
 OK0336
 OK0336.The horizontal coordinates were scaled from a map and have
 OK0336.an estimated accuracy of +/- 6 seconds.
 OK0336
 OK0336.The orthometric height was determined by differential leveling and
 OK0336.adjusted by the NATIONAL GEODETIC SURVEY
 OK0336.in June 1991.
 OK0336
 OK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0336.GEOID18 height accuracy estimate available here.
 OK0336
 OK0336.Click photographs - Photos may exist for this station.
 OK0336
 OK0336.The dynamic height is computed by dividing the NAVD 88
 OK0336.geopotential number by the normal gravity value computed on the
 OK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0336.degrees latitude (g = 980.6199 gals.).
 OK0336
 OK0336.The modeled gravity was interpolated from observed gravity values.
 OK0336
 OK0336;                    North         East    Units  Estimated Accuracy
 OK0336;SPC MI S     -   178,590.    3,941,510.      MT  (+/- 180 meters Scaled)
 OK0336
 OK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN558743(NAD 83)
 OK0336
 OK0336                          SUPERSEDED SURVEY CONTROL
 OK0336
 OK0336  NGVD 29 (??/??/92)  254.312  (m)          834.36   (f) ADJ UNCH    1 2
 OK0336
 OK0336.Superseded values are not recommended for survey control.
 OK0336
 OK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0336.See file dsdata.pdf to determine how the superseded data were derived.
 OK0336
 OK0336_MARKER: P = PIPE CAP
 OK0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0336_STAMPING: MICH 835 1916
 OK0336_MARK LOGO: USGS
 OK0336_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0336
 OK0336  HISTORY     - Date     Condition        Report By
 OK0336  HISTORY     - 1916     MONUMENTED       USGS
 OK0336  HISTORY     - 1934     GOOD             CGS
 OK0336  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0336
 OK0336                          STATION DESCRIPTION
 OK0336
 OK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0336'AT SHILOH.
 OK0336'AT SHILOH, IONIA COUNTY, ON THE ABANDONED LINE OF THE PERE
 OK0336'MARQUETTE RAILWAY, AT A GRAVEL COUNTY-ROAD CROSSING, 31 FEET
 OK0336'NORTH OF THE CENTERLINE OF THE ROAD, AND 61 FEET WEST OF THE
 OK0336'FORMER LOCATION OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 OK0336'CAP, STAMPED MICH. 834.355 1916 AND RIVETED ON THE TOP OF A
 OK0336'3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 OK0336
 OK0336                          STATION RECOVERY (1969)
 OK0336
 OK0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0144 ***********************************************************************
 RJ0144  DESIGNATION -  G 183
 RJ0144  PID         -  RJ0144
 RJ0144  STATE/COUNTY-  MI/CHIPPEWA
 RJ0144  COUNTRY     -  US
 RJ0144  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0144
 RJ0144                         *CURRENT SURVEY CONTROL
 RJ0144  ______________________________________________________________________
 RJ0144* NAD 83(2011) POSITION- 46 28 50.64429(N) 084 21 23.25670(W)   ADJUSTED
 RJ0144* NAD 83(2011) ELLIP HT-   181.715 (meters)        (06/27/12)   ADJUSTED
 RJ0144* NAD 83(2011) EPOCH   -  2010.00
 RJ0144* NAVD 88 ORTHO HEIGHT -   218.315 (meters)      716.26  (feet) ADJUSTED
 RJ0144  ______________________________________________________________________
 RJ0144  GEOID HEIGHT    -        -36.611 (meters)                     GEOID18
 RJ0144  NAD 83(2011) X  -    432,677.635 (meters)                     COMP
 RJ0144  NAD 83(2011) Y  - -4,378,524.671 (meters)                     COMP
 RJ0144  NAD 83(2011) Z  -  4,602,337.749 (meters)                     COMP
 RJ0144  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 RJ0144  DYNAMIC HEIGHT  -        218.327 (meters)      716.29  (feet) COMP
 RJ0144  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RJ0144
 RJ0144  VERT ORDER      -  SECOND    CLASS 0
 RJ0144
 RJ0144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RJ0144  Standards:
 RJ0144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RJ0144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RJ0144  -------------------------------------------------------------------
 RJ0144  NETWORK    1.16   1.31           0.53   0.40   0.67      0.00252451
 RJ0144  -------------------------------------------------------------------
 RJ0144  Click here for local accuracies and other accuracy information.
 RJ0144
 RJ0144.The horizontal coordinates were established by GPS observations
 RJ0144.and adjusted by the National Geodetic Survey in June 2012.
 RJ0144
 RJ0144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RJ0144.been affixed to the stable North American tectonic plate. See 
 RJ0144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RJ0144
 RJ0144.The horizontal coordinates are valid at the epoch date displayed above
 RJ0144.which is a decimal equivalence of Year/Month/Day.
 RJ0144
 RJ0144.The orthometric height was determined by differential leveling and
 RJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0144.in June 1991.
 RJ0144
 RJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0144.GEOID18 height accuracy estimate available here.
 RJ0144
 RJ0144.Click photographs - Photos may exist for this station.
 RJ0144
 RJ0144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0144
 RJ0144.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0144
 RJ0144.The ellipsoidal height was determined by GPS observations
 RJ0144.and is referenced to NAD 83.
 RJ0144
 RJ0144.The dynamic height is computed by dividing the NAVD 88
 RJ0144.geopotential number by the normal gravity value computed on the
 RJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0144.degrees latitude (g = 980.6199 gals.).
 RJ0144
 RJ0144.The modeled gravity was interpolated from observed gravity values.
 RJ0144
 RJ0144. The following values were computed from the NAD 83(2011) position.
 RJ0144
 RJ0144;                    North         East     Units Scale Factor Converg.
 RJ0144;SPC MI N     -   192,041.000 8,202,940.466   MT  0.99990864   +1 54 38.6
 RJ0144;SPC MI N     -   630,055.77 26,912,534.34   iFT  0.99990864   +1 54 38.6
 RJ0144;UTM  16      - 5,150,858.239   702,911.799   MT  1.00010613   +1 55 03.3
 RJ0144
 RJ0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0144!SPC MI N     -   0.99997152  x   0.99990864  =   0.99988016
 RJ0144!UTM  16      -   0.99997152  x   1.00010613  =   1.00007764
 RJ0144
 RJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0291150858(NAD 83)
 RJ0144
 RJ0144                          SUPERSEDED SURVEY CONTROL
 RJ0144
 RJ0144  NAD 83(2007)-  46 28 50.64450(N)    084 21 23.25767(W) AD(2002.00) B
 RJ0144  ELLIP H (05/16/11)  181.723  (m)                       GP(2002.00) 4 1
 RJ0144  NAVD 88             218.32   (m)          716.3    (f) LEVELING    3  
 RJ0144  NGVD 29 (??/??/92)  218.258  (m)          716.07   (f) ADJ UNCH    2 0
 RJ0144
 RJ0144.Superseded values are not recommended for survey control.
 RJ0144
 RJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0144
 RJ0144_MARKER: DB = BENCH MARK DISK
 RJ0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0144_SP_SET: PIER
 RJ0144_STAMPING: G 183 1966
 RJ0144_MARK LOGO: CGS
 RJ0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0144+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 RJ0144
 RJ0144  HISTORY     - Date     Condition        Report By
 RJ0144  HISTORY     - 1966     MONUMENTED       CGS
 RJ0144  HISTORY     - 20100329 GOOD             INDIV
 RJ0144  HISTORY     - 20100512 GOOD             MIDT
 RJ0144  HISTORY     - 20160505 GOOD             GOUFRA
 RJ0144
 RJ0144                          STATION DESCRIPTION
 RJ0144
 RJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RJ0144'AT SAULT STE MARIE.
 RJ0144'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE 6X6-FOOT
 RJ0144'CONCRETE PIER OF THE SAULT STE. MARIE MUNICIPAL AIRPORT
 RJ0144'CEILOMETER NEAR THE INTERSECTION OF 12TH AND DAVITT STREETS.
 RJ0144'IT IS 1.7 MILES SOUTH OF D 44, 0.2 MILE NORTH OF H 183, 54 FEET
 RJ0144'SOUTHWEST OF THE INTERSECTION, 29 FEET WEST OF THE CENTERLINE
 RJ0144'OF DAVITT STREET, AND ONE FOOT ABOVE THE GROUND.  IT IS A
 RJ0144'STANDARD DISK STAMPED G 183 1966 SET FLUSH IN THE CONCRETE
 RJ0144'PIER.
 RJ0144
 RJ0144                          STATION RECOVERY (2010)
 RJ0144
 RJ0144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MTK)
 RJ0144'MARK RECOVERED AS DESCRIBED, HOWEVER THE CEILOMETER IS NO LONGER
 RJ0144'ATTACHED TO THE CONCRETE PAD WHICH MEASURES 3.7' X 3.8'.  THE CONCRETE
 RJ0144'PAD NOW SERVES AS A GUY ANCHOR.
 RJ0144
 RJ0144                          STATION RECOVERY (2010)
 RJ0144
 RJ0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (AWS)
 RJ0144'RECOVERED AS DESCRIBED.
 RJ0144
 RJ0144                          STATION RECOVERY (2016)
 RJ0144
 RJ0144'RECOVERY NOTE BY GOURDIE FRASER INC. 2016 (MJF)
 RJ0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0482 ***********************************************************************
 NE0482  DESIGNATION -  G 185
 NE0482  PID         -  NE0482
 NE0482  STATE/COUNTY-  MI/WAYNE
 NE0482  COUNTRY     -  US
 NE0482  USGS QUAD   -  FLAT ROCK NE (2017)
 NE0482
 NE0482                         *CURRENT SURVEY CONTROL
 NE0482  ______________________________________________________________________
 NE0482* NAD 83(1986) POSITION- 42 13 36.     (N) 083 21 00.     (W)   SCALED
 NE0482* NAVD 88 ORTHO HEIGHT -   194.352 (meters)      637.64  (feet) ADJUSTED
 NE0482  ______________________________________________________________________
 NE0482  GEOID HEIGHT    -        -34.474 (meters)                     GEOID18
 NE0482  DYNAMIC HEIGHT  -        194.292 (meters)      637.44  (feet) COMP
 NE0482  MODELED GRAVITY -    980,307.5   (mgal)                       NAVD 88
 NE0482
 NE0482  VERT ORDER      -  SECOND    CLASS 0
 NE0482
 NE0482.This mark is at Detroit Metro/wayne Airport (DTW)
 NE0482
 NE0482.The horizontal coordinates were scaled from a map and have
 NE0482.an estimated accuracy of +/- 6 seconds.
 NE0482
 NE0482.The orthometric height was determined by differential leveling and
 NE0482.adjusted by the NATIONAL GEODETIC SURVEY
 NE0482.in June 1991.
 NE0482
 NE0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0482.GEOID18 height accuracy estimate available here.
 NE0482
 NE0482.Click photographs - Photos may exist for this station.
 NE0482
 NE0482.The dynamic height is computed by dividing the NAVD 88
 NE0482.geopotential number by the normal gravity value computed on the
 NE0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0482.degrees latitude (g = 980.6199 gals.).
 NE0482
 NE0482.The modeled gravity was interpolated from observed gravity values.
 NE0482
 NE0482;                    North         East    Units  Estimated Accuracy
 NE0482;SPC MI S     -    81,220.    4,083,930.      MT  (+/- 180 meters Scaled)
 NE0482
 NE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060776(NAD 83)
 NE0482
 NE0482                          SUPERSEDED SURVEY CONTROL
 NE0482
 NE0482  NGVD 29 (??/??/92)  194.494  (m)          638.10   (f) ADJ UNCH    2 0
 NE0482
 NE0482.Superseded values are not recommended for survey control.
 NE0482
 NE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0482.See file dsdata.pdf to determine how the superseded data were derived.
 NE0482
 NE0482_MARKER: DB = BENCH MARK DISK
 NE0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0482_SP_SET: BUILDING
 NE0482_STAMPING: G 185 1958
 NE0482_MARK LOGO: CGS
 NE0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0482
 NE0482  HISTORY     - Date     Condition        Report By
 NE0482  HISTORY     - 1958     MONUMENTED       CGS
 NE0482  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0482
 NE0482                          STATION DESCRIPTION
 NE0482
 NE0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0482'1 MI E FROM ROMULUS.
 NE0482'LOCATED AT DETROIT METROPOLITAN WAYNE COUNTY AIRPORT, BETWEEN
 NE0482'THE TWO FORD MOTOR COMPANY HANGARS APPROXIMATELY 550 YARDS
 NE0482'NORTH OF THE NEW TERMINAL BUILDING AND CONTROL TOWER.  STATION
 NE0482'IS SET IN TOP OF ONE OF THREE, 3 FT. HIGH, CONCRETE FILLED
 NE0482'STEEL 6 IN. PIPES USED AS GUARD POSTS FOR A FIRE HYDRANT.  16
 NE0482'FT. FROM THE SOUTHEAST CORNER OF THE NORTHERLY OF THE TWO FORD
 NE0482'COMPANY HANGARS.  STATION IS MARKED WITH A STANDARD DISK STAMPED
 NE0482'G 185.
 NE0482
 NE0482                          STATION RECOVERY (1983)
 NE0482
 NE0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0116 ***********************************************************************
 NF0116  DESIGNATION -  G 19
 NF0116  PID         -  NF0116
 NF0116  STATE/COUNTY-  MI/INGHAM
 NF0116  COUNTRY     -  US
 NF0116  USGS QUAD   -  LESLIE (2017)
 NF0116
 NF0116                         *CURRENT SURVEY CONTROL
 NF0116  ______________________________________________________________________
 NF0116* NAD 83(1986) POSITION- 42 27 06.4    (N) 084 25 44.7    (W)   HD_HELD2
 NF0116* NAVD 88 ORTHO HEIGHT -   285.474 (meters)      936.59  (feet) ADJUSTED
 NF0116  ______________________________________________________________________
 NF0116  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 NF0116  DYNAMIC HEIGHT  -        285.381 (meters)      936.29  (feet) COMP
 NF0116  MODELED GRAVITY -    980,288.5   (mgal)                       NAVD 88
 NF0116
 NF0116  VERT ORDER      -  FIRST     CLASS II
 NF0116
 NF0116.The horizontal coordinates were established by autonomous hand held GPS
 NF0116.observations and have an estimated accuracy of +/- 10 meters.
 NF0116
 NF0116.The orthometric height was determined by differential leveling and
 NF0116.adjusted by the NATIONAL GEODETIC SURVEY
 NF0116.in June 1991.
 NF0116
 NF0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0116.GEOID18 height accuracy estimate available here.
 NF0116
 NF0116.Click photographs - Photos may exist for this station.
 NF0116
 NF0116.The dynamic height is computed by dividing the NAVD 88
 NF0116.geopotential number by the normal gravity value computed on the
 NF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0116.degrees latitude (g = 980.6199 gals.).
 NF0116
 NF0116.The modeled gravity was interpolated from observed gravity values.
 NF0116
 NF0116;                    North         East    Units  Estimated Accuracy
 NF0116;SPC MI S     -   105,723.    3,994,866.      MT  (+/- 10 meters HH2 GPS)
 NF0116
 NF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1141003141(NAD 83)
 NF0116
 NF0116                          SUPERSEDED SURVEY CONTROL
 NF0116
 NF0116  NGVD 29 (??/??/92)  285.599  (m)          937.00   (f) ADJ UNCH    1 2
 NF0116
 NF0116.Superseded values are not recommended for survey control.
 NF0116
 NF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0116.See file dsdata.pdf to determine how the superseded data were derived.
 NF0116
 NF0116_MARKER: Q = CHISELED SQUARE
 NF0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0116_SP_SET: DOORSILL
 NF0116_PROJECTION: FLUSH
 NF0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0116
 NF0116  HISTORY     - Date     Condition        Report By
 NF0116  HISTORY     - 1916     MONUMENTED       CGS
 NF0116  HISTORY     - 1934     GOOD             CGS
 NF0116  HISTORY     - 1977     GOOD             NGS
 NF0116  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0116  HISTORY     - 20050424 MARK NOT FOUND   USPSQD
 NF0116  HISTORY     - 20161003 POOR             C2AE
 NF0116
 NF0116                          STATION DESCRIPTION
 NF0116
 NF0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0116'AT LESLIE.
 NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN
 NF0116'CENTRAL RAILROAD STATION, AND ON THE DOORSILL AT THE NORTH
 NF0116'ENTRANCE.  A CHISELED SQUARE, NEAR THE LETTERS U.S.
 NF0116
 NF0116                          STATION RECOVERY (1977)
 NF0116
 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN CENTRAL
 NF0116'RAILROAD STATION AT LESLIE, AND ON THE NORTH DOORSILL AT THE NORTH
 NF0116'ENTRANCE. A CHISELED SQUARE, NEAR THE LETTERS US. THE MICHIGAN
 NF0116'CENTRAL RAILROAD STATION IS NOW AMERICAN LEGION POST 491.
 NF0116
 NF0116                          STATION RECOVERY (1992)
 NF0116
 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0116
 NF0116                          STATION RECOVERY (2005)
 NF0116
 NF0116'RECOVERY NOTE BY US POWER SQUADRON 2005 (AH)
 NF0116'THE MARK WAS COVERED BY AN ADDITION TO THE RAILROAD DEPOT TO WHICH IT
 NF0116'WAS ATTACHED. NOT RECOVERED.
 NF0116
 NF0116                          STATION RECOVERY (2016)
 NF0116
 NF0116'RECOVERY NOTE BY CAPITAL CONSULTANTS INCORPORATED 2016 (BAD)
 NF0116'THIS MARK WAS RECOVERED AS DESCRIBED IN THE STATION RECOVERY IN
 NF0116'1934 BY COAST AND GEODETIC SURVEY.
 NF0116'THE BUILDING IS NOW KNOW AS THE LESLIE DEPOT DINER.
 NF0116'THE MARK IS LOCATED 24.1' WEST OF THE OF THE WEST EDGE OF THE WEST
 NF0116'RAIL, 3.3' BELOW A SERIES OF HANGING 24 INCH INSULATED HVAC
 NF0116'PIPING, 0.9' ABOVE GROUND LEVEL, 6.0' SOUTHWEST OF THE SOUTHWEST
 NF0116'CORNER OF A CONCRETE SLAB, 6.0' SOUTH OF THE EDGE OF VINYL SIDING
 NF0116'OF THE NEW ADDITION TO THE OLD BUILDING.
 NF0116'THE CONCRETE DOOR SILL HAS BEEN DISTURBED AND EVIDENCE OF REPAIRS
 NF0116'IS VISIBLE.
 NF0116'DIFFERENTIAL LEVELING FROM AH7862 TO NF1387 TO AH7863 TO NF0116
 NF0116'AND CLOSING ON NF0117 INDICATES THAT NF0116 NOW HAS AN ADJUSTED
 NF0116'NAVD88 ORTHOMETRIC HEIGHT OF 936.679', WHICH IS 0.085' HIGHER THAN
 NF0116'PUBLISHED. THE RAW UNADJUSTED MISCLOSURE INTO NF0117 WAS 0.010',
 NF0116'AND HAD AN NAVD88 ORTHOMETRIC HEIGHT OF 935.305'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0659 ***********************************************************************
 NF0659  DESIGNATION -  G 190
 NF0659  PID         -  NF0659
 NF0659  STATE/COUNTY-  MI/KALAMAZOO
 NF0659  COUNTRY     -  US
 NF0659  USGS QUAD   -  KALAMAZOO (2017)
 NF0659
 NF0659                         *CURRENT SURVEY CONTROL
 NF0659  ______________________________________________________________________
 NF0659* NAD 83(1986) POSITION- 42 16 12.     (N) 085 34 45.     (W)   SCALED
 NF0659* NAVD 88 ORTHO HEIGHT -   239.895 (meters)      787.06  (feet) ADJUSTED
 NF0659  ______________________________________________________________________
 NF0659  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 NF0659  DYNAMIC HEIGHT  -        239.821 (meters)      786.81  (feet) COMP
 NF0659  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 NF0659
 NF0659  VERT ORDER      -  SECOND    CLASS 0
 NF0659
 NF0659.The horizontal coordinates were scaled from a map and have
 NF0659.an estimated accuracy of +/- 6 seconds.
 NF0659
 NF0659.The orthometric height was determined by differential leveling and
 NF0659.adjusted by the NATIONAL GEODETIC SURVEY
 NF0659.in June 1991.
 NF0659
 NF0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0659.GEOID18 height accuracy estimate available here.
 NF0659
 NF0659.Click photographs - Photos may exist for this station.
 NF0659
 NF0659.The dynamic height is computed by dividing the NAVD 88
 NF0659.geopotential number by the normal gravity value computed on the
 NF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0659.degrees latitude (g = 980.6199 gals.).
 NF0659
 NF0659.The modeled gravity was interpolated from observed gravity values.
 NF0659
 NF0659;                    North         East    Units  Estimated Accuracy
 NF0659;SPC MI S     -    86,250.    3,899,980.      MT  (+/- 180 meters Scaled)
 NF0659
 NF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM171807(NAD 83)
 NF0659
 NF0659                          SUPERSEDED SURVEY CONTROL
 NF0659
 NF0659  NGVD 29 (??/??/92)  240.029  (m)          787.50   (f) ADJ UNCH    2 0
 NF0659
 NF0659.Superseded values are not recommended for survey control.
 NF0659
 NF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0659.See file dsdata.pdf to determine how the superseded data were derived.
 NF0659
 NF0659_MARKER: DB = BENCH MARK DISK
 NF0659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NF0659+WITH SETTING: PAVEMENT
 NF0659_SP_SET: SWITCH STAND
 NF0659_STAMPING: G 190 1957
 NF0659_MARK LOGO: CGS
 NF0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0659+STABILITY: SURFACE MOTION
 NF0659
 NF0659  HISTORY     - Date     Condition        Report By
 NF0659  HISTORY     - 1957     MONUMENTED       CGS
 NF0659  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0659  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0659  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 NF0659  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 NF0659  HISTORY     - 20230314 MARK NOT FOUND   MIDT
 NF0659
 NF0659                          STATION DESCRIPTION
 NF0659
 NF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0659'1.9 MI S FROM KALAMAZOO.
 NF0659'1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL R.R. FROM THE STATION
 NF0659'IN KALAMAZOO.  82 FT. SE OF THE INTERSECTION OF THE RAILROAD
 NF0659'AND ALCOTT STREET, 59.5 FT. EAST OF THE CL OF THE MAIN TRACK
 NF0659'OF THE N.Y.C. RR., 29.5 FT. WEST OF THE NW CORNER OF THE BRYANT
 NF0659'PULP MILL, MILL A, 2.4 FT. SOUTH OF RR SWITCH STAND, 8 FT. WEST
 NF0659'OF WEST RAIL OF A SPUR TRACK.  A STANDARD DISK, STAMPED G 190
 NF0659'1957, SET IN A DRILL HOLE IN THE CONCRETE SWITCH STAND.
 NF0659
 NF0659                          STATION RECOVERY (1984)
 NF0659
 NF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0659'THE SWITCH STAND HAS BEEN REMOVED.
 NF0659
 NF0659                          STATION RECOVERY (1993)
 NF0659
 NF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0659
 NF0659                          STATION RECOVERY (1997)
 NF0659
 NF0659'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0659'MARK NOT FOUND.
 NF0659
 NF0659                          STATION RECOVERY (2002)
 NF0659
 NF0659'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0659'MARK NOT FOUND.
 NF0659
 NF0659                          STATION RECOVERY (2023)
 NF0659
 NF0659'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF0659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0079 ***********************************************************************
 RK0079  DESIGNATION -  G 193
 RK0079  PID         -  RK0079
 RK0079  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0079  COUNTRY     -  US
 RK0079  USGS QUAD   -  CUSINO (2017)
 RK0079
 RK0079                         *CURRENT SURVEY CONTROL
 RK0079  ______________________________________________________________________
 RK0079* NAD 83(1986) POSITION- 46 23 15.     (N) 086 18 42.     (W)   SCALED
 RK0079* NAVD 88 ORTHO HEIGHT -   254.802 (meters)      835.96  (feet) ADJUSTED
 RK0079  ______________________________________________________________________
 RK0079  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 RK0079  DYNAMIC HEIGHT  -        254.820 (meters)      836.02  (feet) COMP
 RK0079  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RK0079
 RK0079  VERT ORDER      -  SECOND    CLASS 0
 RK0079
 RK0079.The horizontal coordinates were scaled from a map and have
 RK0079.an estimated accuracy of +/- 6 seconds.
 RK0079
 RK0079.The orthometric height was determined by differential leveling and
 RK0079.adjusted by the NATIONAL GEODETIC SURVEY
 RK0079.in June 1991.
 RK0079
 RK0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0079.GEOID18 height accuracy estimate available here.
 RK0079
 RK0079.Click photographs - Photos may exist for this station.
 RK0079
 RK0079.The dynamic height is computed by dividing the NAVD 88
 RK0079.geopotential number by the normal gravity value computed on the
 RK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0079.degrees latitude (g = 980.6199 gals.).
 RK0079
 RK0079.The modeled gravity was interpolated from observed gravity values.
 RK0079
 RK0079;                    North         East    Units  Estimated Accuracy
 RK0079;SPC MI N     -   178,520.    8,052,940.      MT  (+/- 180 meters Scaled)
 RK0079
 RK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES529373(NAD 83)
 RK0079
 RK0079                          SUPERSEDED SURVEY CONTROL
 RK0079
 RK0079  NGVD 29 (??/??/92)  254.764  (m)          835.84   (f) ADJ UNCH    2 0
 RK0079
 RK0079.Superseded values are not recommended for survey control.
 RK0079
 RK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0079.See file dsdata.pdf to determine how the superseded data were derived.
 RK0079
 RK0079_MARKER: DB = BENCH MARK DISK
 RK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0079_STAMPING: G 193 1964
 RK0079_MARK LOGO: CGS
 RK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0079+STABILITY: SURFACE MOTION
 RK0079
 RK0079  HISTORY     - Date     Condition        Report By
 RK0079  HISTORY     - 1964     MONUMENTED       CGS
 RK0079
 RK0079                          STATION DESCRIPTION
 RK0079
 RK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0079'3.6 MI N FROM CREIGHTON.
 RK0079'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0079'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 3.5
 RK0079'MILES NORTH ALONG A SAND ROAD, IN S 16, T 46 N, R 16 W, AT
 RK0079'THE JUNCTION OF AN ABANDONED TRAIL ROAD LEADING WEST, 26 FEET
 RK0079'SOUTHWEST OF THE CENTER LINE OF THE SAND ROAD, 9 FEET WEST
 RK0079'OF A 24-INCH BEECH TREE, 1.4 FEET NORTH OF A METAL WITNESS
 RK0079'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RK0079'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0485 ***********************************************************************
 RJ0485  DESIGNATION -  G 194
 RJ0485  PID         -  RJ0485
 RJ0485  STATE/COUNTY-  MI/LUCE
 RJ0485  COUNTRY     -  US
 RJ0485  USGS QUAD   -  NEWBERRY (2017)
 RJ0485
 RJ0485                         *CURRENT SURVEY CONTROL
 RJ0485  ______________________________________________________________________
 RJ0485* NAD 83(1986) POSITION- 46 22 14.     (N) 085 30 35.     (W)   SCALED
 RJ0485* NAVD 88 ORTHO HEIGHT -   217.204 (meters)      712.61  (feet) ADJUSTED
 RJ0485  ______________________________________________________________________
 RJ0485  GEOID HEIGHT    -        -35.428 (meters)                     GEOID18
 RJ0485  DYNAMIC HEIGHT  -        217.217 (meters)      712.65  (feet) COMP
 RJ0485  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 RJ0485
 RJ0485  VERT ORDER      -  SECOND    CLASS 0
 RJ0485
 RJ0485.The horizontal coordinates were scaled from a map and have
 RJ0485.an estimated accuracy of +/- 6 seconds.
 RJ0485
 RJ0485.The orthometric height was determined by differential leveling and
 RJ0485.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0485.in June 1991.
 RJ0485
 RJ0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0485.GEOID18 height accuracy estimate available here.
 RJ0485
 RJ0485.Click photographs - Photos may exist for this station.
 RJ0485
 RJ0485.The dynamic height is computed by dividing the NAVD 88
 RJ0485.geopotential number by the normal gravity value computed on the
 RJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0485.degrees latitude (g = 980.6199 gals.).
 RJ0485
 RJ0485.The modeled gravity was interpolated from observed gravity values.
 RJ0485
 RJ0485;                    North         East    Units  Estimated Accuracy
 RJ0485;SPC MI N     -   177,490.    8,114,650.      MT  (+/- 180 meters Scaled)
 RJ0485
 RJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS146362(NAD 83)
 RJ0485
 RJ0485                          SUPERSEDED SURVEY CONTROL
 RJ0485
 RJ0485  NGVD 29 (??/??/92)  217.169  (m)          712.50   (f) ADJ UNCH    2 0
 RJ0485
 RJ0485.Superseded values are not recommended for survey control.
 RJ0485
 RJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0485.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0485
 RJ0485_MARKER: DB = BENCH MARK DISK
 RJ0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0485_SP_SET: PIER
 RJ0485_STAMPING: G 194 1964
 RJ0485_MARK LOGO: CGS
 RJ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0485+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 RJ0485
 RJ0485  HISTORY     - Date     Condition        Report By
 RJ0485  HISTORY     - 1964     MONUMENTED       CGS
 RJ0485  HISTORY     - 20050902 GOOD             USPSQD
 RJ0485
 RJ0485                          STATION DESCRIPTION
 RJ0485
 RJ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0485'1 MI N FROM NEWBERRY.
 RJ0485'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0485'RAILROAD STATION AT NEWBERRY, IN S 24, T 46 N, R 10 W, 19 FEET
 RJ0485'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 RJ0485'EAST END OF THE SOUTH CONCRETE PIER UNDER A 155-FOOT CONCRETE
 RJ0485'AND STEEL BRIDGE OVER THE TAHQUAMENON RIVER, 4 FEET SOUTH OF THE
 RJ0485'NORTH EDGE OF THE PIER, 1.6 FEET WEST OF THE EAST END OF THE
 RJ0485'PIER, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0485
 RJ0485                          STATION RECOVERY (2005)
 RJ0485
 RJ0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 RJ0485'BRIDGE HAS APPARENTLY BEEN REBUILT - MARKER FOUND WAS STAMPED RESET
 RJ0485'1978.  IT IS ON THE NEW CONCRETE SUPPORT, APPROXIMATELY FIVE INCHES
 RJ0485'WEST OF MOUNTING BOLT AND IN THE CENTER OF THE SUPPORT IN THE
 RJ0485'NORTH-SOUTH DIRECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0703 ***********************************************************************
 RJ0703  DESIGNATION -  G 194 RESET
 RJ0703  PID         -  RJ0703
 RJ0703  STATE/COUNTY-  MI/LUCE
 RJ0703  COUNTRY     -  US
 RJ0703  USGS QUAD   -  NEWBERRY (2017)
 RJ0703
 RJ0703                         *CURRENT SURVEY CONTROL
 RJ0703  ______________________________________________________________________
 RJ0703* NAD 83(1986) POSITION- 46 22 19.0    (N) 085 30 35.0    (W)   HD_HELD2
 RJ0703* NAVD 88 ORTHO HEIGHT -   218.16  (+/-2cm)      715.7   (feet) VERTCON3
 RJ0703  ______________________________________________________________________
 RJ0703  GEOID HEIGHT    -        -35.432 (meters)                     GEOID18
 RJ0703  VERT ORDER      -  THIRD (See Below)
 RJ0703
 RJ0703.The horizontal coordinates were established by autonomous hand held GPS
 RJ0703.observations and have an estimated accuracy of +/- 10 meters.
 RJ0703
 RJ0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0703
 RJ0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0703.GEOID18 height accuracy estimate available here.
 RJ0703
 RJ0703.The vertical order pertains to the NGVD 29 superseded value.
 RJ0703
 RJ0703.Click photographs - Photos may exist for this station.
 RJ0703
 RJ0703;                    North         East    Units  Estimated Accuracy
 RJ0703;SPC MI N     -   177,643.    8,114,648.      MT  (+/- 10 meters HH2 GPS)
 RJ0703
 RJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1461936453(NAD 83)
 RJ0703
 RJ0703                          SUPERSEDED SURVEY CONTROL
 RJ0703
 RJ0703  NGVD 29 (02/05/16)  218.13   (m)          715.6    (f) RESET       3  
 RJ0703
 RJ0703.Superseded values are not recommended for survey control.
 RJ0703
 RJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0703.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0703
 RJ0703_MARKER: DV = VERTICAL CONTROL DISK
 RJ0703_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0703_SP_SET: BRIDGE PIER
 RJ0703_STAMPING: G 194 RESET 1978
 RJ0703_MARK LOGO: NGS
 RJ0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0703+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 RJ0703
 RJ0703  HISTORY     - Date     Condition        Report By
 RJ0703  HISTORY     - 1978     MONUMENTED       CGS
 RJ0703  HISTORY     - 20040920 GOOD             USPSQD
 RJ0703  HISTORY     - 20200729 GOOD             MIDT
 RJ0703
 RJ0703                          STATION DESCRIPTION
 RJ0703
 RJ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1978
 RJ0703'1.0 MILE NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE RAILROAD
 RJ0703'STATION IN NEWBERRY, 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 RJ0703'IN THE TOP OF THE EAST END OF THE SOUTH PIER OF THE NEWLY CONSTRUCTED
 RJ0703'(1978) CONCRETE AND STEEL BRIDGE OVER THE TAHQUAMENON RIVER AND 31
 RJ0703'FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 RJ0703
 RJ0703                          STATION RECOVERY (2004)
 RJ0703
 RJ0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0703'RECOVERED IN GOOD CONDITION.
 RJ0703
 RJ0703                          STATION RECOVERY (2020)
 RJ0703
 RJ0703'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (LEW)
 RJ0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0015 ***********************************************************************
 RK0015  DESIGNATION -  G 195
 RK0015  PID         -  RK0015
 RK0015  STATE/COUNTY-  MI/ALGER
 RK0015  COUNTRY     -  US
 RK0015  USGS QUAD   -  AU SABLE POINT SW (2017)
 RK0015
 RK0015                         *CURRENT SURVEY CONTROL
 RK0015  ______________________________________________________________________
 RK0015* NAD 83(1986) POSITION- 46 36 27.     (N) 086 11 45.     (W)   SCALED
 RK0015* NAVD 88 ORTHO HEIGHT -   260.040 (meters)      853.15  (feet) ADJUSTED
 RK0015  ______________________________________________________________________
 RK0015  GEOID HEIGHT    -        -35.695 (meters)                     GEOID18
 RK0015  DYNAMIC HEIGHT  -        260.060 (meters)      853.21  (feet) COMP
 RK0015  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 RK0015
 RK0015  VERT ORDER      -  SECOND    CLASS 0
 RK0015
 RK0015.The horizontal coordinates were scaled from a map and have
 RK0015.an estimated accuracy of +/- 6 seconds.
 RK0015
 RK0015.The orthometric height was determined by differential leveling and
 RK0015.adjusted by the NATIONAL GEODETIC SURVEY
 RK0015.in June 1991.
 RK0015
 RK0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0015.GEOID18 height accuracy estimate available here.
 RK0015
 RK0015.Click photographs - Photos may exist for this station.
 RK0015
 RK0015.The dynamic height is computed by dividing the NAVD 88
 RK0015.geopotential number by the normal gravity value computed on the
 RK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0015.degrees latitude (g = 980.6199 gals.).
 RK0015
 RK0015.The modeled gravity was interpolated from observed gravity values.
 RK0015
 RK0015;                    North         East    Units  Estimated Accuracy
 RK0015;SPC MI N     -   203,060.    8,061,600.      MT  (+/- 180 meters Scaled)
 RK0015
 RK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES615618(NAD 83)
 RK0015
 RK0015                          SUPERSEDED SURVEY CONTROL
 RK0015
 RK0015  NGVD 29 (??/??/92)  260.000  (m)          853.02   (f) ADJ UNCH    2 0
 RK0015
 RK0015.Superseded values are not recommended for survey control.
 RK0015
 RK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0015.See file dsdata.pdf to determine how the superseded data were derived.
 RK0015
 RK0015_MARKER: DB = BENCH MARK DISK
 RK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0015_STAMPING: G 195 1964
 RK0015_MARK LOGO: CGS
 RK0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0015+STABILITY: SURFACE MOTION
 RK0015
 RK0015  HISTORY     - Date     Condition        Report By
 RK0015  HISTORY     - 1964     MONUMENTED       CGS
 RK0015  HISTORY     - 19940507 GOOD             LOCENG
 RK0015
 RK0015                          STATION DESCRIPTION
 RK0015
 RK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0015'14.1 MI SW FROM GRAND MARAIS.
 RK0015'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0015'CHURCH AT GRAND MARAIS, THENCE 5.6 MILES WEST ALONG COUNTY ROADS
 RK0015'708 AND 700, THENCE 7.6 MILES SOUTHWEST ALONG COUNTY ROAD 714,
 RK0015'IN S 28, T 49 N R 15 W, ABOUT 1.0 MILE NORTHEAST OF THE
 RK0015'Y-JUNCTION OF COUNTY ROAD 700, AT THE NORTHEAST CORNER OF A CLEARIING
 RK0015'AMONG A FEW SCATTERED WHITE BIRCH TREES 21 FEET SOUTH OF THE
 RK0015'CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A 24-INCH
 RK0015'TWIN-FORKED BIRCH TREE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 RK0015'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0015'PROJECTING 5 INCHES.
 RK0015
 RK0015                          STATION RECOVERY (1994)
 RK0015
 RK0015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0015'RECOVERED IN GOOD CONDITION.  NOTE--INSTALLED A CARSONITE SURVEY
 RK0015'MARKER POST BY MONUMENT. RECOVERY BY ROBERT L. JAMROS, LPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0033 ***********************************************************************
 RK0033  DESIGNATION -  G 196
 RK0033  PID         -  RK0033
 RK0033  STATE/COUNTY-  MI/ALGER
 RK0033  COUNTRY     -  US
 RK0033  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0033
 RK0033                         *CURRENT SURVEY CONTROL
 RK0033  ______________________________________________________________________
 RK0033* NAD 83(1986) POSITION- 46 34 48.     (N) 086 00 37.     (W)   SCALED
 RK0033* NAVD 88 ORTHO HEIGHT -   282.565 (meters)      927.05  (feet) ADJUSTED
 RK0033  ______________________________________________________________________
 RK0033  GEOID HEIGHT    -        -35.676 (meters)                     GEOID18
 RK0033  DYNAMIC HEIGHT  -        282.584 (meters)      927.11  (feet) COMP
 RK0033  MODELED GRAVITY -    980,671.5   (mgal)                       NAVD 88
 RK0033
 RK0033  VERT ORDER      -  SECOND    CLASS 0
 RK0033
 RK0033.The horizontal coordinates were scaled from a map and have
 RK0033.an estimated accuracy of +/- 6 seconds.
 RK0033
 RK0033.The orthometric height was determined by differential leveling and
 RK0033.adjusted by the NATIONAL GEODETIC SURVEY
 RK0033.in June 1991.
 RK0033
 RK0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0033.GEOID18 height accuracy estimate available here.
 RK0033
 RK0033.Click photographs - Photos may exist for this station.
 RK0033
 RK0033.The dynamic height is computed by dividing the NAVD 88
 RK0033.geopotential number by the normal gravity value computed on the
 RK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0033.degrees latitude (g = 980.6199 gals.).
 RK0033
 RK0033.The modeled gravity was interpolated from observed gravity values.
 RK0033
 RK0033;                    North         East    Units  Estimated Accuracy
 RK0033;SPC MI N     -   200,160.    8,075,850.      MT  (+/- 180 meters Scaled)
 RK0033
 RK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES758589(NAD 83)
 RK0033
 RK0033                          SUPERSEDED SURVEY CONTROL
 RK0033
 RK0033  NGVD 29 (??/??/92)  282.522  (m)          926.91   (f) ADJ UNCH    2 0
 RK0033
 RK0033.Superseded values are not recommended for survey control.
 RK0033
 RK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0033.See file dsdata.pdf to determine how the superseded data were derived.
 RK0033
 RK0033_MARKER: DB = BENCH MARK DISK
 RK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0033_STAMPING: G 196 1964
 RK0033_MARK LOGO: CGS
 RK0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0033+STABILITY: SURFACE MOTION
 RK0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0033+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0033
 RK0033  HISTORY     - Date     Condition        Report By
 RK0033  HISTORY     - 1964     MONUMENTED       CGS
 RK0033  HISTORY     - 19940507 GOOD             LOCENG
 RK0033  HISTORY     - 19940801 GOOD             USPSQD
 RK0033  HISTORY     - 19990907 GOOD             USPSQD
 RK0033  HISTORY     - 20060911 GOOD             USPSQD
 RK0033
 RK0033                          STATION DESCRIPTION
 RK0033
 RK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0033'6.6 MI S FROM GRAND MARAIS.
 RK0033'ABOUT 6.6 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0033'METHODIST CHURCH AT GRAND MARAIS, IN S 1, T 48 N, R 14 W, ABOUT
 RK0033'0.7 MILE SOUTH OF A 30-FOOT CONCRETE BRIDGE OVER THE WEST
 RK0033'BRANCH OF THE SUCKER RIVER, 87 FEET NORTHEAST OF THE CENTER OF
 RK0033'THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 82 FEET EAST OF
 RK0033'THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE
 RK0033'OF THE ROAD, 1.7 FEET NORHWEST OF A METAL WITNESS POST, ABOUT
 RK0033'LEVEL WITH THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE
 RK0033'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RK0033'INCHES.
 RK0033
 RK0033                          STATION RECOVERY (1994)
 RK0033
 RK0033'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0033'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0033
 RK0033                          STATION RECOVERY (1994)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0033'RECOVERED IN GOOD CONDITION.
 RK0033
 RK0033                          STATION RECOVERY (1999)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0033'RECOVERED IN GOOD CONDITION.
 RK0033
 RK0033                          STATION RECOVERY (2006)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0558 ***********************************************************************
 RJ0558  DESIGNATION -  G 197
 RJ0558  PID         -  RJ0558
 RJ0558  STATE/COUNTY-  MI/ALGER
 RJ0558  COUNTRY     -  US
 RJ0558  USGS QUAD   -  GRAND MARAIS (2017)
 RJ0558
 RJ0558                         *CURRENT SURVEY CONTROL
 RJ0558  ______________________________________________________________________
 RJ0558* NAD 83(1986) POSITION- 46 39 47.0    (N) 085 54 38.1    (W)   HD_HELD2
 RJ0558* NAVD 88 ORTHO HEIGHT -   193.752 (meters)      635.67  (feet) ADJUSTED
 RJ0558  ______________________________________________________________________
 RJ0558  GEOID HEIGHT    -        -35.951 (meters)                     GEOID18
 RJ0558  DYNAMIC HEIGHT  -        193.768 (meters)      635.72  (feet) COMP
 RJ0558  MODELED GRAVITY -    980,695.0   (mgal)                       NAVD 88
 RJ0558
 RJ0558  VERT ORDER      -  SECOND    CLASS 0
 RJ0558
 RJ0558.The horizontal coordinates were established by autonomous hand held GPS
 RJ0558.observations and have an estimated accuracy of +/- 10 meters.
 RJ0558
 RJ0558.The orthometric height was determined by differential leveling and
 RJ0558.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0558.in June 1991.
 RJ0558
 RJ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0558.GEOID18 height accuracy estimate available here.
 RJ0558
 RJ0558.Click photographs - Photos may exist for this station.
 RJ0558
 RJ0558.The dynamic height is computed by dividing the NAVD 88
 RJ0558.geopotential number by the normal gravity value computed on the
 RJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0558.degrees latitude (g = 980.6199 gals.).
 RJ0558
 RJ0558.The modeled gravity was interpolated from observed gravity values.
 RJ0558
 RJ0558;                    North         East    Units  Estimated Accuracy
 RJ0558;SPC MI N     -   209,495.    8,083,367.      MT  (+/- 10 meters HH2 GPS)
 RJ0558
 RJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8334268298(NAD 83)
 RJ0558
 RJ0558                          SUPERSEDED SURVEY CONTROL
 RJ0558
 RJ0558  NGVD 29 (??/??/92)  193.714  (m)          635.54   (f) ADJ UNCH    2 0
 RJ0558
 RJ0558.Superseded values are not recommended for survey control.
 RJ0558
 RJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0558.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0558
 RJ0558_MARKER: DB = BENCH MARK DISK
 RJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0558_STAMPING: G 197 1964
 RJ0558_MARK LOGO: CGS
 RJ0558_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0558_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0558+STABILITY: SURFACE MOTION
 RJ0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0558+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2020
 RJ0558
 RJ0558  HISTORY     - Date     Condition        Report By
 RJ0558  HISTORY     - 1964     MONUMENTED       CGS
 RJ0558  HISTORY     - 1974     GOOD             LOCENG
 RJ0558  HISTORY     - 20201106 GOOD             PROFLN
 RJ0558
 RJ0558                          STATION DESCRIPTION
 RJ0558
 RJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0558'3.5 MI E FROM GRAND MARAIS.
 RJ0558'ABOUT 3.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0558'AT GRAND MARAIS, IN S 10, T 49 N, R 13 W, ABOUT 120 YARDS WEST
 RJ0558'OF A 6-FOOT PIPE CULVERT IN GRAND MARAIS CREEK, AT A SLIGHTLY
 RJ0558'JOGGED ROAD INTERSECTION OF THE ROAD AND A NARROW SAND ROAD,
 RJ0558'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF
 RJ0558'THE CENTER LINE OF THE SAND ROAD, 1.8 FEET SOUTH OF A METAL
 RJ0558'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 RJ0558'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0558
 RJ0558                          STATION RECOVERY (1974)
 RJ0558
 RJ0558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 RJ0558'RECOVERED IN GOOD CONDITION.
 RJ0558
 RJ0558                          STATION RECOVERY (2020)
 RJ0558
 RJ0558'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0558'THE MARK IS LOCATED APPROXIMATELY 367 FT (111.9 M) WEST ALONG THE
 RJ0558'CENTER OF COUNTY ROAD H58 (GRAND MARAIS TRUCK TRAIL) FROM A LARGE PIPE
 RJ0558'CULVERT FOR GRAND MARAIS CREEK.
 RJ0558'
 RJ0558'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 RJ0558'H58, A WOODS DRIVE TO THE NORTHWEST AND A WOODS ROAD TO THE SOUTHEAST;
 RJ0558'50 FT (15.2 M) NORTH OF THE CENTER OF H58, APPROXIMATELY 35 FT (10.7
 RJ0558'M) EAST OF THE CENTER OF THE WOODS DRIVE AND 1.8 FT (0.5 M) SOUTHEAST
 RJ0558'OF A METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF A 12 INCH (30
 RJ0558'CM) DIAMETER DOMED CONCRETE MONUMENT.  SET A 1/2 INCH (13 MM) REBAR
 RJ0558'ALONGSIDE THE SOUTHEAST EDGE OF THE CONCRETE MONUMENT.
 RJ0558'
 RJ0558'TWO STATIC GPS SESSIONS WERE OBSERVED ON THE MARK.  EACH OPUS SOLUTION
 RJ0558'HAD AN INSUFFICIENT PERCENTAGE OF OBSERVATIONS USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0325 ***********************************************************************
 RJ0325  DESIGNATION -  G 198
 RJ0325  PID         -  RJ0325
 RJ0325  STATE/COUNTY-  MI/LUCE
 RJ0325  COUNTRY     -  US
 RJ0325  USGS QUAD   -  BETSY LAKE NW (2017)
 RJ0325
 RJ0325                         *CURRENT SURVEY CONTROL
 RJ0325  ______________________________________________________________________
 RJ0325* NAD 83(1986) POSITION- 46 38 34.03   (N) 085 29 21.61   (W)   HD_HELD1
 RJ0325* NAVD 88 ORTHO HEIGHT -   218.587 (meters)      717.15  (feet) ADJUSTED
 RJ0325  ______________________________________________________________________
 RJ0325  GEOID HEIGHT    -        -36.128 (meters)                     GEOID18
 RJ0325  DYNAMIC HEIGHT  -        218.604 (meters)      717.20  (feet) COMP
 RJ0325  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 RJ0325
 RJ0325  VERT ORDER      -  SECOND    CLASS 0
 RJ0325
 RJ0325.The horizontal coordinates were determined by differentially corrected
 RJ0325.hand held GPS observations or other comparable positioning techniques
 RJ0325.and have an estimated accuracy of +/- 3 meters.
 RJ0325
 RJ0325.The orthometric height was determined by differential leveling and
 RJ0325.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0325.in June 1991.
 RJ0325
 RJ0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0325.GEOID18 height accuracy estimate available here.
 RJ0325
 RJ0325.Click photographs - Photos may exist for this station.
 RJ0325
 RJ0325.The dynamic height is computed by dividing the NAVD 88
 RJ0325.geopotential number by the normal gravity value computed on the
 RJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0325.degrees latitude (g = 980.6199 gals.).
 RJ0325
 RJ0325.The modeled gravity was interpolated from observed gravity values.
 RJ0325
 RJ0325;                    North         East    Units  Estimated Accuracy
 RJ0325;SPC MI N     -   207,771.2   8,115,642.6     MT  (+/- 3 meters HH1 GPS) 
 RJ0325
 RJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1561166577(NAD 83)
 RJ0325
 RJ0325                          SUPERSEDED SURVEY CONTROL
 RJ0325
 RJ0325  NGVD 29 (??/??/92)  218.547  (m)          717.02   (f) ADJ UNCH    2 0
 RJ0325
 RJ0325.Superseded values are not recommended for survey control.
 RJ0325
 RJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0325.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0325
 RJ0325_MARKER: DB = BENCH MARK DISK
 RJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0325_STAMPING: G 198 1964
 RJ0325_MARK LOGO: CGS
 RJ0325_PROJECTION: RECESSED 6 CENTIMETERS
 RJ0325_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0325+STABILITY: SURFACE MOTION
 RJ0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0325+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2020
 RJ0325
 RJ0325  HISTORY     - Date     Condition        Report By
 RJ0325  HISTORY     - 1964     MONUMENTED       CGS
 RJ0325  HISTORY     - 20200717 GOOD             PROFLN
 RJ0325
 RJ0325                          STATION DESCRIPTION
 RJ0325
 RJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0325'10.9 MI SE FROM DEER PARK.
 RJ0325'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0325'LODGE AT DEER PARK, THENCE 8.1 MILES EAST ALONG COUNTY ROAD 410,
 RJ0325'IN S 13, T 49 N, R 10 W, ABOUT 0.5 MILE WEST ALONG COUNTY ROAD
 RJ0325'412 FROM A 50-FOOT WOODEN BRIDGE OVER THE EAST BRANCH OF THE
 RJ0325'TWO HEARTED RIVER, 139 FEET WEST OF THE CENTER OF THE JUNCTION
 RJ0325'OF COUNTY ROADS 410 AND 412, 48 FEET SOUTH OF THE CENTER LINE
 RJ0325'OF THE ROAD, 41 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 RJ0325'412, 9 1/2 FEET WEST OF A LONE 4-INCH HEMLOCK TREE, 1.4 FEET EAST
 RJ0325'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN
 RJ0325'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RJ0325
 RJ0325                          STATION RECOVERY (2020)
 RJ0325
 RJ0325'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0325'COUNTY ROAD 412 REFERRED TO IN THE 1964 STATION DESCRIPTION IS NOW
 RJ0325'COUNTY ROAD 414.
 RJ0325'
 RJ0325'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF CR 414 AND CR 410,
 RJ0325'120 FT (36.6 M) SOUTHWEST OF THE JUNCTION OF SAID ROADS, 42 FT (12.8
 RJ0325'M) NORTHWEST OF THE CENTER OF CR 414, 42 FT (12.8 M) SOUTH OF THE
 RJ0325'CENTER OF CR 410, S55W-23.8 FEET OF THE CENTER OF A METAL TELEPHONE
 RJ0325'SPLICE BOX AND 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST.  THE DISK
 RJ0325'IS SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER DOMED CONCRETE
 RJ0325'MONUMENT.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE EAST EDGE OF THE
 RJ0325'CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0671 ***********************************************************************
 NE0671  DESIGNATION -  G 20
 NE0671  PID         -  NE0671
 NE0671  STATE/COUNTY-  MI/WASHTENAW
 NE0671  COUNTRY     -  US
 NE0671  USGS QUAD   -  DEXTER (2017)
 NE0671
 NE0671                         *CURRENT SURVEY CONTROL
 NE0671  ______________________________________________________________________
 NE0671* NAD 83(1986) POSITION- 42 19 29.51   (N) 083 57 58.85   (W)   HD_HELD1
 NE0671* NAVD 88 ORTHO HEIGHT -   276.705 (meters)      907.82  (feet) ADJUSTED
 NE0671  ______________________________________________________________________
 NE0671  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 NE0671  DYNAMIC HEIGHT  -        276.621 (meters)      907.55  (feet) COMP
 NE0671  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 NE0671
 NE0671  VERT ORDER      -  FIRST     CLASS II
 NE0671
 NE0671.The horizontal coordinates were determined by differentially corrected
 NE0671.hand held GPS observations or other comparable positioning techniques
 NE0671.and have an estimated accuracy of +/- 3 meters.
 NE0671
 NE0671.The orthometric height was determined by differential leveling and
 NE0671.adjusted by the NATIONAL GEODETIC SURVEY
 NE0671.in June 1991.
 NE0671
 NE0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0671.GEOID18 height accuracy estimate available here.
 NE0671
 NE0671.Click photographs - Photos may exist for this station.
 NE0671
 NE0671.The dynamic height is computed by dividing the NAVD 88
 NE0671.geopotential number by the normal gravity value computed on the
 NE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0671.degrees latitude (g = 980.6199 gals.).
 NE0671
 NE0671.The modeled gravity was interpolated from observed gravity values.
 NE0671
 NE0671;                    North         East    Units  Estimated Accuracy
 NE0671;SPC MI S     -    91,702.7   4,032,995.9     MT  (+/- 3 meters HH1 GPS) 
 NE0671
 NE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5557790108(NAD 83)
 NE0671
 NE0671                          SUPERSEDED SURVEY CONTROL
 NE0671
 NE0671  NGVD 29 (??/??/92)  276.830  (m)          908.23   (f) ADJ UNCH    1 2
 NE0671
 NE0671.Superseded values are not recommended for survey control.
 NE0671
 NE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0671.See file dsdata.pdf to determine how the superseded data were derived.
 NE0671
 NE0671_MARKER: DB = BENCH MARK DISK
 NE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0671_STAMPING: ELEV 908.233 FT G 20 1916
 NE0671_MARK LOGO: CGS
 NE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0671+STABILITY: SURFACE MOTION
 NE0671
 NE0671  HISTORY     - Date     Condition        Report By
 NE0671  HISTORY     - 1916     MONUMENTED       CGS
 NE0671  HISTORY     - 1934     POOR             CGS
 NE0671  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0671  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0671
 NE0671                          STATION DESCRIPTION
 NE0671
 NE0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0671'2.2 MI E FROM CHELSEA.
 NE0671'2.2 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NE0671'STATION AT CHELSEA, WASHTENAW COUNTY, AT A ROAD CROSSING, AT
 NE0671'THE ENTRANCE TO THE MICHIGAN PORTLAND CEMENT COMPANY GROUNDS,
 NE0671'AND AT THE NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED
 NE0671'ELEV 808.233 FT G 20 1916 AND SET IN THE TOP OF A CONCRETE
 NE0671'POST PROJECTING 1 FOOT ABOVE GROUND.
 NE0671
 NE0671                          STATION RECOVERY (1985)
 NE0671
 NE0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0671'THERE HAS BEEN GRADING AT THIS LOCATION.
 NE0671
 NE0671                          STATION RECOVERY (1998)
 NE0671
 NE0671'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0671'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0283 ***********************************************************************
 QK0283  DESIGNATION -  G 200
 QK0283  PID         -  QK0283
 QK0283  STATE/COUNTY-  MI/MACKINAC
 QK0283  COUNTRY     -  US
 QK0283  USGS QUAD   -  MORAN (2017)
 QK0283
 QK0283                         *CURRENT SURVEY CONTROL
 QK0283  ______________________________________________________________________
 QK0283* NAD 83(1986) POSITION- 45 54 08.     (N) 084 50 51.     (W)   SCALED
 QK0283* NAVD 88 ORTHO HEIGHT -   181.969 (meters)      597.01  (feet) ADJUSTED
 QK0283  ______________________________________________________________________
 QK0283  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 QK0283  DYNAMIC HEIGHT  -        181.978 (meters)      597.04  (feet) COMP
 QK0283  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 QK0283
 QK0283  VERT ORDER      -  FIRST     CLASS 0
 QK0283
 QK0283.The horizontal coordinates were scaled from a map and have
 QK0283.an estimated accuracy of +/- 6 seconds.
 QK0283
 QK0283.The orthometric height was determined by differential leveling and
 QK0283.adjusted by the NATIONAL GEODETIC SURVEY
 QK0283.in June 1991.
 QK0283
 QK0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0283.GEOID18 height accuracy estimate available here.
 QK0283
 QK0283.Click photographs - Photos may exist for this station.
 QK0283
 QK0283.The dynamic height is computed by dividing the NAVD 88
 QK0283.geopotential number by the normal gravity value computed on the
 QK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0283.degrees latitude (g = 980.6199 gals.).
 QK0283
 QK0283.The modeled gravity was interpolated from observed gravity values.
 QK0283
 QK0283;                    North         East    Units  Estimated Accuracy
 QK0283;SPC MI N     -   126,630.    8,167,000.      MT  (+/- 180 meters Scaled)
 QK0283
 QK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR669854(NAD 83)
 QK0283
 QK0283                          SUPERSEDED SURVEY CONTROL
 QK0283
 QK0283  NGVD 29 (??/??/92)  182.014  (m)          597.16   (f) ADJ UNCH    1 0
 QK0283
 QK0283.Superseded values are not recommended for survey control.
 QK0283
 QK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0283.See file dsdata.pdf to determine how the superseded data were derived.
 QK0283
 QK0283_MARKER: DB = BENCH MARK DISK
 QK0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0283_STAMPING: G 200 1972
 QK0283_MARK LOGO: CGS
 QK0283_PROJECTION: FLUSH
 QK0283_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0283+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0283
 QK0283  HISTORY     - Date     Condition        Report By
 QK0283  HISTORY     - 1972     MONUMENTED       NGS
 QK0283  HISTORY     - 19950703 GOOD             USPSQD
 QK0283  HISTORY     - 20010331 GOOD             NGS
 QK0283  HISTORY     - 20030606 GOOD             USPSQD
 QK0283  HISTORY     - 20060830 GOOD             USPSQD
 QK0283
 QK0283                          STATION DESCRIPTION
 QK0283
 QK0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0283'7.8 MI NW FROM ST IGNACE.
 QK0283'ABOUT 7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0283'OVER I 75 AT ST IGNACE, ABOUT 1.05 MILES NORTHWEST OF THE
 QK0283'INTERSECTION OF CHEESEMAN ROAD, ABOUT 0.1 MILE EAST OF THE
 QK0283'JUNCTION OF A DRIVEWAY LEADING TO THE BAVARIAN INN, 63 FEET
 QK0283'NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET NORTHWEST OF THE
 QK0283'CENTER OF THE JUNCTION OF THE WEST ONE OF TWO DRIVEWAYS TO
 QK0283'CABINS, 50 1/2 FEET NORTHWEST OF AN 18 INCH MAPLE TREE, 0.5 FOOT
 QK0283'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 QK0283'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QK0283'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL PIPE
 QK0283'THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QK0283'WAS DRIVEN TO REFUSAL AT A DEPTH OF 4.8 FEET.  IN SECTION 31,
 QK0283'R 4 W, T 41 N.
 QK0283
 QK0283                          STATION RECOVERY (1995)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0283'RECOVERED IN GOOD CONDITION.
 QK0283
 QK0283                          STATION RECOVERY (2001)
 QK0283
 QK0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0283
 QK0283                          STATION RECOVERY (2003)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0283'RECOVERED IN GOOD CONDITION.
 QK0283
 QK0283                          STATION RECOVERY (2006)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0397 ***********************************************************************
 RJ0397  DESIGNATION -  G 201
 RJ0397  PID         -  RJ0397
 RJ0397  STATE/COUNTY-  MI/MACKINAC
 RJ0397  COUNTRY     -  US
 RJ0397  USGS QUAD   -  EPOUFETTE (2017)
 RJ0397
 RJ0397                         *CURRENT SURVEY CONTROL
 RJ0397  ______________________________________________________________________
 RJ0397* NAD 83(1986) POSITION- 46 04 08.     (N) 085 13 07.     (W)   SCALED
 RJ0397* NAVD 88 ORTHO HEIGHT -   182.792 (meters)      599.71  (feet) ADJUSTED
 RJ0397  ______________________________________________________________________
 RJ0397  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 RJ0397  DYNAMIC HEIGHT  -        182.804 (meters)      599.75  (feet) COMP
 RJ0397  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RJ0397
 RJ0397  VERT ORDER      -  FIRST     CLASS 0
 RJ0397
 RJ0397.The horizontal coordinates were scaled from a map and have
 RJ0397.an estimated accuracy of +/- 6 seconds.
 RJ0397
 RJ0397.The orthometric height was determined by differential leveling and
 RJ0397.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0397.in June 1991.
 RJ0397
 RJ0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0397.GEOID18 height accuracy estimate available here.
 RJ0397
 RJ0397.Click photographs - Photos may exist for this station.
 RJ0397
 RJ0397.The dynamic height is computed by dividing the NAVD 88
 RJ0397.geopotential number by the normal gravity value computed on the
 RJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0397.degrees latitude (g = 980.6199 gals.).
 RJ0397
 RJ0397.The modeled gravity was interpolated from observed gravity values.
 RJ0397
 RJ0397;                    North         East    Units  Estimated Accuracy
 RJ0397;SPC MI N     -   144,430.    8,137,800.      MT  (+/- 180 meters Scaled)
 RJ0397
 RJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS377032(NAD 83)
 RJ0397
 RJ0397                          SUPERSEDED SURVEY CONTROL
 RJ0397
 RJ0397  NGVD 29 (??/??/92)  182.833  (m)          599.84   (f) ADJ UNCH    1 0
 RJ0397
 RJ0397.Superseded values are not recommended for survey control.
 RJ0397
 RJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0397.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0397
 RJ0397_MARKER: DB = BENCH MARK DISK
 RJ0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0397_SP_SET: BRIDGE
 RJ0397_STAMPING: G 201 1972
 RJ0397_MARK LOGO: CGS
 RJ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0397
 RJ0397  HISTORY     - Date     Condition        Report By
 RJ0397  HISTORY     - 1972     MONUMENTED       NGS
 RJ0397  HISTORY     - 19950815 GOOD             USPSQD
 RJ0397  HISTORY     - 20011211 MARK NOT FOUND   MIDT
 RJ0397
 RJ0397                          STATION DESCRIPTION
 RJ0397
 RJ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0397'9.2 MI NW FROM BREVORT.
 RJ0397'ABOUT 9.25 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0397'LUTHERAN CHURCH AT BREVORT, SET ON THE TOP OF THE WEST END
 RJ0397'OF THE NORTH HEADWALL FOR AN 18-FOOT CONCRETE BRIDGE OVER
 RJ0397'PAQUIN CREEK, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0397'1.5 FEET EAST OF THE WEST END OF THE HEADWALL AND 1 FOOT BELOW
 RJ0397'THE LEVEL OF THE HIGHWAY.  SECTION 6, T 42 N, R 7 W.
 RJ0397
 RJ0397                          STATION RECOVERY (1995)
 RJ0397
 RJ0397'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0397'RECOVERED IN GOOD CONDITION.
 RJ0397
 RJ0397                          STATION RECOVERY (2001)
 RJ0397
 RJ0397'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0397'STATION G 201 DESTROYED IN 1982 U.S. HIGHWAY 2 RECONSTRUCTION WORK.
 RJ0397'THE HEADWALL WAS REPLACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0700 ***********************************************************************
 RJ0700  DESIGNATION -  G 201 RESET
 RJ0700  PID         -  RJ0700
 RJ0700  STATE/COUNTY-  MI/MACKINAC
 RJ0700  COUNTRY     -  US
 RJ0700  USGS QUAD   -  EPOUFETTE (2017)
 RJ0700
 RJ0700                         *CURRENT SURVEY CONTROL
 RJ0700  ______________________________________________________________________
 RJ0700* NAD 83(1986) POSITION- 46 04 08.     (N) 085 13 07.     (W)   SCALED
 RJ0700* NAVD 88 ORTHO HEIGHT -   182.80  (meters)      599.7   (feet) RESET
 RJ0700  ______________________________________________________________________
 RJ0700  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 RJ0700  VERT ORDER      -  THIRD
 RJ0700
 RJ0700.The horizontal coordinates were scaled from a map and have
 RJ0700.an estimated accuracy of +/- 6 seconds.
 RJ0700
 RJ0700.The orthometric height was computed from unverified reset data.
 RJ0700
 RJ0700.No vertical observational check was made to the station.
 RJ0700
 RJ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0700.GEOID18 height accuracy estimate available here.
 RJ0700
 RJ0700.Click photographs - Photos may exist for this station.
 RJ0700
 RJ0700;                    North         East    Units  Estimated Accuracy
 RJ0700;SPC MI N     -   144,430.    8,137,800.      MT  (+/- 180 meters Scaled)
 RJ0700
 RJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS377032(NAD 83)
 RJ0700
 RJ0700                          SUPERSEDED SURVEY CONTROL
 RJ0700
 RJ0700.No superseded survey control is available for this station.
 RJ0700
 RJ0700_MARKER: DV = VERTICAL CONTROL DISK
 RJ0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0700_SP_SET: HEADWALL
 RJ0700_STAMPING: G 201 RESET 1982
 RJ0700_MARK LOGO: NGS
 RJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0700+STABILITY: SURFACE MOTION
 RJ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0700+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0700
 RJ0700  HISTORY     - Date     Condition        Report By
 RJ0700  HISTORY     - 1982     MONUMENTED       MIDH
 RJ0700  HISTORY     - 20011211 GOOD             MIDT
 RJ0700  HISTORY     - 20030606 GOOD             USPSQD
 RJ0700  HISTORY     - 20060830 GOOD             USPSQD
 RJ0700
 RJ0700                          STATION DESCRIPTION
 RJ0700
 RJ0700'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 RJ0700'9.25 MI NW FROM BREVORT.
 RJ0700'9.25 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY LUTHERAN
 RJ0700'CHURCH IN BREVORT, ON TOP OF THE WEST END OF THE NORTH HEADWALL FOR
 RJ0700'AN 18-FOOT CONCRETE BRIDGE OVER PAQUIN CREEK, 41.0 FEET NORTH OF THE
 RJ0700'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF THE WEST END OF THE
 RJ0700'HEADWALL.
 RJ0700
 RJ0700                          STATION RECOVERY (2001)
 RJ0700
 RJ0700'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0700'STATION G 201 RESET 1982 IS LOCATED ON THE TOP OF THE WEST END OF
 RJ0700'NORTH CONCRETE HEADWALL, 0.8 FEET EAST OF WEST END.
 RJ0700'
 RJ0700
 RJ0700                          STATION RECOVERY (2003)
 RJ0700
 RJ0700'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0700'RECOVERED IN GOOD CONDITION.
 RJ0700
 RJ0700                          STATION RECOVERY (2006)
 RJ0700
 RJ0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0517 ***********************************************************************
 RJ0517  DESIGNATION -  G 202
 RJ0517  PID         -  RJ0517
 RJ0517  STATE/COUNTY-  MI/MACKINAC
 RJ0517  COUNTRY     -  US
 RJ0517  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0517
 RJ0517                         *CURRENT SURVEY CONTROL
 RJ0517  ______________________________________________________________________
 RJ0517* NAD 83(1986) POSITION- 46 04 41.     (N) 085 46 58.     (W)   SCALED
 RJ0517* NAVD 88 ORTHO HEIGHT -   224.707 (meters)      737.23  (feet) ADJUSTED
 RJ0517  ______________________________________________________________________
 RJ0517  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 RJ0517  DYNAMIC HEIGHT  -        224.718 (meters)      737.26  (feet) COMP
 RJ0517  MODELED GRAVITY -    980,661.4   (mgal)                       NAVD 88
 RJ0517
 RJ0517  VERT ORDER      -  FIRST     CLASS 0
 RJ0517
 RJ0517.The horizontal coordinates were scaled from a map and have
 RJ0517.an estimated accuracy of +/- 6 seconds.
 RJ0517
 RJ0517.The orthometric height was determined by differential leveling and
 RJ0517.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0517.in June 1991.
 RJ0517
 RJ0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0517.GEOID18 height accuracy estimate available here.
 RJ0517
 RJ0517.Click photographs - Photos may exist for this station.
 RJ0517
 RJ0517.The dynamic height is computed by dividing the NAVD 88
 RJ0517.geopotential number by the normal gravity value computed on the
 RJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0517.degrees latitude (g = 980.6199 gals.).
 RJ0517
 RJ0517.The modeled gravity was interpolated from observed gravity values.
 RJ0517
 RJ0517;                    North         East    Units  Estimated Accuracy
 RJ0517;SPC MI N     -   144,620.    8,094,150.      MT  (+/- 180 meters Scaled)
 RJ0517
 RJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES941034(NAD 83)
 RJ0517
 RJ0517                          SUPERSEDED SURVEY CONTROL
 RJ0517
 RJ0517  NGVD 29 (??/??/92)  224.68   (m)          737.1    (f) COMPUTED    1 0
 RJ0517
 RJ0517.Superseded values are not recommended for survey control.
 RJ0517
 RJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0517.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0517
 RJ0517_MARKER: DB = BENCH MARK DISK
 RJ0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0517_STAMPING: G 202 1972
 RJ0517_MARK LOGO: CGS
 RJ0517_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0517
 RJ0517  HISTORY     - Date     Condition        Report By
 RJ0517  HISTORY     - 1972     MONUMENTED       NGS
 RJ0517  HISTORY     - 19950816 GOOD             USPSQD
 RJ0517
 RJ0517                          STATION DESCRIPTION
 RJ0517
 RJ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0517'7.8 MI W FROM GOULD CITY.
 RJ0517'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0517'AT GOULD CITY, THENCE 0.2 MILE SOUTH ALONG MILAKOKIA LAKE
 RJ0517'ROAD, THENCE 1.9 MILE SOUTHEAST ALONG COUNTY ROAD 1232 (PIKE
 RJ0517'LAKE ROAD), AT A SMALL CLEARING, 43 FEET NORTHWEST OF THE CENTER
 RJ0517'OF THE JUNCTION OF A PRIVATE ROAD LEADING WESTERLY TO CAMP, 37
 RJ0517'FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 1232, 34 1/2
 RJ0517'FEET NORTH OF THE CENTER LINE OF A TRAIL, 0.8 MILE NORTHWEST
 RJ0517'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 RJ0517'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 RJ0517'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A
 RJ0517'6 INCH METAL PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 RJ0517'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  SEC 34,
 RJ0517'T 43 N, R 12 W.  NOTE-- MARK MAY BE REACHED BY GOING 4.7 MILES
 RJ0517'SOUTHWEST ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 RJ0517'RAILROAD FROM THE POST OFFICE AT GOULD CITY, THENCE 1.1 MILES
 RJ0517'NORTHWEST ALONG COUNTY ROAD 1232.
 RJ0517
 RJ0517                          STATION RECOVERY (1995)
 RJ0517
 RJ0517'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0043 ***********************************************************************
 QL0043  DESIGNATION -  G 203
 QL0043  PID         -  QL0043
 QL0043  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0043  COUNTRY     -  US
 QL0043  USGS QUAD   -  MANISTIQUE EAST (2017)
 QL0043
 QL0043                         *CURRENT SURVEY CONTROL
 QL0043  ______________________________________________________________________
 QL0043* NAD 83(1986) POSITION- 45 57 45.     (N) 086 12 45.     (W)   SCALED
 QL0043* NAVD 88 ORTHO HEIGHT -   180.124 (meters)      590.96  (feet) ADJUSTED
 QL0043  ______________________________________________________________________
 QL0043  GEOID HEIGHT    -        -35.396 (meters)                     GEOID18
 QL0043  DYNAMIC HEIGHT  -        180.129 (meters)      590.97  (feet) COMP
 QL0043  MODELED GRAVITY -    980,640.8   (mgal)                       NAVD 88
 QL0043
 QL0043  VERT ORDER      -  FIRST     CLASS 0
 QL0043
 QL0043.The horizontal coordinates were scaled from a map and have
 QL0043.an estimated accuracy of +/- 6 seconds.
 QL0043
 QL0043.The orthometric height was determined by differential leveling and
 QL0043.adjusted by the NATIONAL GEODETIC SURVEY
 QL0043.in June 1991.
 QL0043
 QL0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0043.GEOID18 height accuracy estimate available here.
 QL0043
 QL0043.Click photographs - Photos may exist for this station.
 QL0043
 QL0043.The dynamic height is computed by dividing the NAVD 88
 QL0043.geopotential number by the normal gravity value computed on the
 QL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0043.degrees latitude (g = 980.6199 gals.).
 QL0043
 QL0043.The modeled gravity was interpolated from observed gravity values.
 QL0043
 QL0043;                    North         East    Units  Estimated Accuracy
 QL0043;SPC MI N     -   131,360.    8,061,040.      MT  (+/- 180 meters Scaled)
 QL0043
 QL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER610901(NAD 83)
 QL0043
 QL0043                          SUPERSEDED SURVEY CONTROL
 QL0043
 QL0043  NGVD 29 (??/??/92)  180.15   (m)          591.0    (f) COMPUTED    1 0
 QL0043
 QL0043.Superseded values are not recommended for survey control.
 QL0043
 QL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0043.See file dsdata.pdf to determine how the superseded data were derived.
 QL0043
 QL0043_MARKER: DB = BENCH MARK DISK
 QL0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0043_STAMPING: G 203 1972
 QL0043_MARK LOGO: CGS
 QL0043_PROJECTION: FLUSH
 QL0043_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0043+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0043
 QL0043  HISTORY     - Date     Condition        Report By
 QL0043  HISTORY     - 1972     MONUMENTED       NGS
 QL0043  HISTORY     - 1978     GOOD             MIDH
 QL0043  HISTORY     - 20010911 GOOD             MIDT
 QL0043  HISTORY     - 20040416 GOOD             USPSQD
 QL0043  HISTORY     - 20060918 GOOD             USPSQD
 QL0043
 QL0043                          STATION DESCRIPTION
 QL0043
 QL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0043'2.6 MI E FROM MANISTIQUE.
 QL0043'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0043'AT MANISTIQUE, AT THE OUTSIDE OF A SLIGHT CURVE IN THE HIGHWAY,
 QL0043'0.15 MILE WEST OF THE SURF MOTEL, 50 FEET SOUTH OF THE CENTER
 QL0043'LINE OF THE HIGHWAY, 27 FEET WEST OF A TRACK ROAD LEADING SOUTH
 QL0043'TO BEACH ALONG LAKE MICHIGAN, 87 FEET EAST OF THE EAST END OF
 QL0043'THE SOUTH CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY,
 QL0043'1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 QL0043'OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED
 QL0043'STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED
 QL0043'IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF
 QL0043'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 10 FEET.  SECTION
 QL0043'8, T41N, R15W.
 QL0043
 QL0043                          STATION RECOVERY (1978)
 QL0043
 QL0043'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0043'RECOVERED IN GOOD CONDITION.
 QL0043
 QL0043                          STATION RECOVERY (2001)
 QL0043
 QL0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0043'RECOVERED IN GOOD CONDITION.
 QL0043
 QL0043                          STATION RECOVERY (2004)
 QL0043
 QL0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0043'RECOVERED IN GOOD CONDITION.
 QL0043
 QL0043                          STATION RECOVERY (2006)
 QL0043
 QL0043'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0106 ***********************************************************************
 QL0106  DESIGNATION -  G 204
 QL0106  PID         -  QL0106
 QL0106  STATE/COUNTY-  MI/DELTA
 QL0106  COUNTRY     -  US
 QL0106  USGS QUAD   -  SAINT JACQUES (2017)
 QL0106
 QL0106                         *CURRENT SURVEY CONTROL
 QL0106  ______________________________________________________________________
 QL0106* NAD 83(1986) POSITION- 45 53 34.     (N) 086 40 41.     (W)   SCALED
 QL0106* NAVD 88 ORTHO HEIGHT -   185.990 (meters)      610.20  (feet) ADJUSTED
 QL0106  ______________________________________________________________________
 QL0106  GEOID HEIGHT    -        -35.660 (meters)                     GEOID18
 QL0106  DYNAMIC HEIGHT  -        185.991 (meters)      610.21  (feet) COMP
 QL0106  MODELED GRAVITY -    980,616.8   (mgal)                       NAVD 88
 QL0106
 QL0106  VERT ORDER      -  FIRST     CLASS 0
 QL0106
 QL0106.The horizontal coordinates were scaled from a map and have
 QL0106.an estimated accuracy of +/- 6 seconds.
 QL0106
 QL0106.The orthometric height was determined by differential leveling and
 QL0106.adjusted by the NATIONAL GEODETIC SURVEY
 QL0106.in June 1991.
 QL0106
 QL0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0106.GEOID18 height accuracy estimate available here.
 QL0106
 QL0106.Click photographs - Photos may exist for this station.
 QL0106
 QL0106.The dynamic height is computed by dividing the NAVD 88
 QL0106.geopotential number by the normal gravity value computed on the
 QL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0106.degrees latitude (g = 980.6199 gals.).
 QL0106
 QL0106.The modeled gravity was interpolated from observed gravity values.
 QL0106
 QL0106;                    North         East    Units  Estimated Accuracy
 QL0106;SPC MI N     -   123,360.    8,024,990.      MT  (+/- 180 meters Scaled)
 QL0106
 QL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER249821(NAD 83)
 QL0106
 QL0106                          SUPERSEDED SURVEY CONTROL
 QL0106
 QL0106  NGVD 29 (??/??/92)  185.97   (m)          610.1    (f) COMPUTED    1 0
 QL0106
 QL0106.Superseded values are not recommended for survey control.
 QL0106
 QL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0106.See file dsdata.pdf to determine how the superseded data were derived.
 QL0106
 QL0106_MARKER: DB = BENCH MARK DISK
 QL0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0106_STAMPING: G 204 1972
 QL0106_MARK LOGO: CGS
 QL0106_PROJECTION: FLUSH
 QL0106_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0106+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0106
 QL0106  HISTORY     - Date     Condition        Report By
 QL0106  HISTORY     - 1972     MONUMENTED       NGS
 QL0106  HISTORY     - 20020313 GOOD             MIDT
 QL0106  HISTORY     - 20050201 GOOD             MIDT
 QL0106  HISTORY     - 20060918 GOOD             USPSQD
 QL0106
 QL0106                          STATION DESCRIPTION
 QL0106
 QL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0106'10.4 MI W FROM COOKS.
 QL0106'ABOUT 10.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0106'COUNTY ROAD 442 AT COOKS, ABOUT 0.3 MILE EAST OF A CONCRETE
 QL0106'HIGHWAY BRIDGE OVER BULL RUN CREEK, 65 FEET NORTH OF THE CENTER
 QL0106'LINE OF THE HIGHWAY, 58 FEET SOUTH OF THE SOUTH RAIL OF THE
 QL0106'MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 48 FEET
 QL0106'SOUTHWEST OF A TELEPHONE POLE, 34 1/2 FEET NORTHEAST OF THE EAST
 QL0106'END OF A PIPE CULVERT UNDER A DRIVEWAY, 6 1/2 FEET EAST OF A
 QL0106'25 INCH PINE TREE, 1.5 FEET NORTH OF A METAL WITNESS POST, 1 1/2
 QL0106'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 QL0106'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QL0106'ENCASED IN A 6 INCH PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL
 QL0106'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 20 FEET.
 QL0106'SECTION 5, T 40 N, R 19 W.
 QL0106
 QL0106                          STATION RECOVERY (2002)
 QL0106
 QL0106'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0106'RECOVERED IN GOOD CONDITION.
 QL0106
 QL0106                          STATION RECOVERY (2005)
 QL0106
 QL0106'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0106'RECOVERED IN GOOD CONDITION.
 QL0106
 QL0106                          STATION RECOVERY (2006)
 QL0106
 QL0106'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0194 ***********************************************************************
 QL0194  DESIGNATION -  G 205
 QL0194  PID         -  QL0194
 QL0194  STATE/COUNTY-  MI/DELTA
 QL0194  COUNTRY     -  US
 QL0194  USGS QUAD   -  GLADSTONE (2017)
 QL0194
 QL0194                         *CURRENT SURVEY CONTROL
 QL0194  ______________________________________________________________________
 QL0194* NAD 83(1986) POSITION- 45 50 11.     (N) 087 02 23.     (W)   SCALED
 QL0194* NAVD 88 ORTHO HEIGHT -   183.583 (meters)      602.31  (feet) ADJUSTED
 QL0194  ______________________________________________________________________
 QL0194  GEOID HEIGHT    -        -35.612 (meters)                     GEOID18
 QL0194  DYNAMIC HEIGHT  -        183.584 (meters)      602.31  (feet) COMP
 QL0194  MODELED GRAVITY -    980,617.6   (mgal)                       NAVD 88
 QL0194
 QL0194  VERT ORDER      -  FIRST     CLASS 0
 QL0194
 QL0194.The horizontal coordinates were scaled from a map and have
 QL0194.an estimated accuracy of +/- 6 seconds.
 QL0194
 QL0194.The orthometric height was determined by differential leveling and
 QL0194.adjusted by the NATIONAL GEODETIC SURVEY
 QL0194.in June 1991.
 QL0194
 QL0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0194.GEOID18 height accuracy estimate available here.
 QL0194
 QL0194.Click photographs - Photos may exist for this station.
 QL0194
 QL0194.The dynamic height is computed by dividing the NAVD 88
 QL0194.geopotential number by the normal gravity value computed on the
 QL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0194.degrees latitude (g = 980.6199 gals.).
 QL0194
 QL0194.The modeled gravity was interpolated from observed gravity values.
 QL0194
 QL0194;                    North         East    Units  Estimated Accuracy
 QL0194;SPC MI N     -   117,040.    7,996,910.      MT  (+/- 180 meters Scaled)
 QL0194
 QL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR969758(NAD 83)
 QL0194
 QL0194                          SUPERSEDED SURVEY CONTROL
 QL0194
 QL0194  NGVD 29 (??/??/92)  183.59   (m)          602.3    (f) COMPUTED    1 0
 QL0194
 QL0194.Superseded values are not recommended for survey control.
 QL0194
 QL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0194.See file dsdata.pdf to determine how the superseded data were derived.
 QL0194
 QL0194_MARKER: DB = BENCH MARK DISK
 QL0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0194_STAMPING: G 205 1972
 QL0194_MARK LOGO: CGS
 QL0194_PROJECTION: FLUSH
 QL0194_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0194+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0194
 QL0194  HISTORY     - Date     Condition        Report By
 QL0194  HISTORY     - 1972     MONUMENTED       NGS
 QL0194  HISTORY     - 1977     GOOD             MIDH
 QL0194  HISTORY     - 20020821 GOOD             MIDT
 QL0194  HISTORY     - 20050912 GOOD             USPSQD
 QL0194  HISTORY     - 20060918 GOOD             USPSQD
 QL0194
 QL0194                          STATION DESCRIPTION
 QL0194
 QL0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0194'0.6 MI SW FROM GLADSTONE.
 QL0194'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0194'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0194'RAILROAD FROM THE STATION AT GLADSTONE, 0.1 MILE NORTHEAST OF
 QL0194'THE JUNCTION OF LAKE SHORE DRIVE, 70 FEET SOUTHEAST OF THE
 QL0194'CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAYS, 65 1/2 FEET
 QL0194'NORTHEAST OF THE CENTER LINE OF 6 TH AVENUE, 43 FEET NORTHEAST
 QL0194'OF A LIGHT POLE, 22 FEET NORTHEAST OF AN IRON FENCE, 1 FOOT
 QL0194'NORTHWEST OF A WOVEN WIRE FENCE, 0.5 FOOT SOUTHEAST OF A METAL
 QL0194'WITNESS POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0194'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 QL0194'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 QL0194'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  ROD WAS
 QL0194'DRIVEN TO A DEPTH OF 56 FEET.  SECTION 21, T 40 N, R 22 W.
 QL0194
 QL0194                          STATION RECOVERY (1977)
 QL0194
 QL0194'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 QL0194'RECOVERED IN GOOD CONDITION.
 QL0194
 QL0194                          STATION RECOVERY (2002)
 QL0194
 QL0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0194'AT GLADSTONE, AT THE US-2/M-35 AND 6TH AVE INTERSECTION (TRAFFIC
 QL0194'LIGHT), 70 FT SE OF C/L OF EAST BND LANES US-2/M-35, 65 FT NE OF C/L
 QL0194'OF SIXTH AVE, 22 FT NE OF FENCE CORNER, 20.5 FT ESE OF UTILTY POLE,
 QL0194'13.7 FT SE OF THE END OF A METAL CULVERT, 10.3 SSE OF A GUY WIRE
 QL0194'ANCHOR, 0.5 FT SE OF A WITNESS POST AND 1 FT BELOW GROUND LEVEL.
 QL0194
 QL0194                          STATION RECOVERY (2005)
 QL0194
 QL0194'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0194'RECOVERED IN GOOD CONDITION.
 QL0194
 QL0194                          STATION RECOVERY (2006)
 QL0194
 QL0194'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0497 ***********************************************************************
 RJ0497  DESIGNATION -  G 206
 RJ0497  PID         -  RJ0497
 RJ0497  STATE/COUNTY-  MI/MACKINAC
 RJ0497  COUNTRY     -  US
 RJ0497  USGS QUAD   -  ENGADINE (2017)
 RJ0497
 RJ0497                         *CURRENT SURVEY CONTROL
 RJ0497  ______________________________________________________________________
 RJ0497* NAD 83(1986) POSITION- 46 06 04.     (N) 085 35 37.     (W)   SCALED
 RJ0497* NAVD 88 ORTHO HEIGHT -   201.215 (meters)      660.15  (feet) ADJUSTED
 RJ0497  ______________________________________________________________________
 RJ0497  GEOID HEIGHT    -        -34.975 (meters)                     GEOID18
 RJ0497  DYNAMIC HEIGHT  -        201.226 (meters)      660.19  (feet) COMP
 RJ0497  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 RJ0497
 RJ0497  VERT ORDER      -  FIRST     CLASS 0
 RJ0497
 RJ0497.The horizontal coordinates were scaled from a map and have
 RJ0497.an estimated accuracy of +/- 6 seconds.
 RJ0497
 RJ0497.The orthometric height was determined by differential leveling and
 RJ0497.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0497.in June 1991.
 RJ0497
 RJ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0497.GEOID18 height accuracy estimate available here.
 RJ0497
 RJ0497.Click photographs - Photos may exist for this station.
 RJ0497
 RJ0497.The dynamic height is computed by dividing the NAVD 88
 RJ0497.geopotential number by the normal gravity value computed on the
 RJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0497.degrees latitude (g = 980.6199 gals.).
 RJ0497
 RJ0497.The modeled gravity was interpolated from observed gravity values.
 RJ0497
 RJ0497;                    North         East    Units  Estimated Accuracy
 RJ0497;SPC MI N     -   147,430.    8,108,730.      MT  (+/- 180 meters Scaled)
 RJ0497
 RJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS087062(NAD 83)
 RJ0497
 RJ0497                          SUPERSEDED SURVEY CONTROL
 RJ0497
 RJ0497  NGVD 29 (??/??/92)  201.19   (m)          660.1    (f) COMPUTED    1 0
 RJ0497
 RJ0497.Superseded values are not recommended for survey control.
 RJ0497
 RJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0497.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0497
 RJ0497_MARKER: DB = BENCH MARK DISK
 RJ0497_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RJ0497_SP_SET: UNSPECIFIED ROCK
 RJ0497_STAMPING: G 206 1972
 RJ0497_MARK LOGO: CGS
 RJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0497+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 RJ0497
 RJ0497  HISTORY     - Date     Condition        Report By
 RJ0497  HISTORY     - 1972     MONUMENTED       NGS
 RJ0497  HISTORY     - 19940727 GOOD             USPSQD
 RJ0497  HISTORY     - 19950816 GOOD             USPSQD
 RJ0497  HISTORY     - 20010331 GOOD             NGS
 RJ0497  HISTORY     - 20021030 GOOD             MIDT
 RJ0497  HISTORY     - 20021111 GOOD             USPSQD
 RJ0497  HISTORY     - 20040416 GOOD             USPSQD
 RJ0497  HISTORY     - 20060915 GOOD             USPSQD
 RJ0497  HISTORY     - 20081119 GOOD             INDIV
 RJ0497
 RJ0497                          STATION DESCRIPTION
 RJ0497
 RJ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0497'5.4 MI E FROM GOULD CITY.
 RJ0497'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0497'OFFICE AT GOULD CITY, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY
 RJ0497'2, THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 1030 (PRICE ROAD),
 RJ0497'ALSO ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0497'CHURCH AT NAUBINWAY, SET IN THE TOP AND NEAR THE EAST END OF A
 RJ0497'ROCK THAT IS 12 FEET LONG- 10 FEET WIDE AND PROJECTS 4 FEET
 RJ0497'ABOVE THE GROUND, 25 FEET EAST OF THE CENTER LINE OF THE COUNTY
 RJ0497'ROAD, 2 FEET WEST OF THE EAST END OF THE ROCK, ABOUT LEVEL WITH
 RJ0497'THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF THE COUNTY ROAD.
 RJ0497
 RJ0497                          STATION RECOVERY (1994)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (1995)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2001)
 RJ0497
 RJ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0497
 RJ0497                          STATION RECOVERY (2002)
 RJ0497
 RJ0497'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0497'RECOVERED AS DESCRIBED
 RJ0497
 RJ0497                          STATION RECOVERY (2002)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2004)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2006)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2008)
 RJ0497
 RJ0497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMD)
 RJ0497'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0236 ***********************************************************************
 QL0236  DESIGNATION -  G 207
 QL0236  PID         -  QL0236
 QL0236  STATE/COUNTY-  MI/DELTA
 QL0236  COUNTRY     -  US
 QL0236  USGS QUAD   -  HENDERSON LAKES (2017)
 QL0236
 QL0236                         *CURRENT SURVEY CONTROL
 QL0236  ______________________________________________________________________
 QL0236* NAD 83(1986) POSITION- 45 34 42.     (N) 087 14 46.     (W)   SCALED
 QL0236* NAVD 88 ORTHO HEIGHT -   181.856 (meters)      596.64  (feet) ADJUSTED
 QL0236  ______________________________________________________________________
 QL0236  GEOID HEIGHT    -        -36.230 (meters)                     GEOID18
 QL0236  DYNAMIC HEIGHT  -        181.850 (meters)      596.62  (feet) COMP
 QL0236  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 QL0236
 QL0236  VERT ORDER      -  FIRST     CLASS 0
 QL0236
 QL0236.The horizontal coordinates were scaled from a map and have
 QL0236.an estimated accuracy of +/- 6 seconds.
 QL0236
 QL0236.The orthometric height was determined by differential leveling and
 QL0236.adjusted by the NATIONAL GEODETIC SURVEY
 QL0236.in June 1991.
 QL0236
 QL0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0236.GEOID18 height accuracy estimate available here.
 QL0236
 QL0236.Click photographs - Photos may exist for this station.
 QL0236
 QL0236.The dynamic height is computed by dividing the NAVD 88
 QL0236.geopotential number by the normal gravity value computed on the
 QL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0236.degrees latitude (g = 980.6199 gals.).
 QL0236
 QL0236.The modeled gravity was interpolated from observed gravity values.
 QL0236
 QL0236;                    North         East    Units  Estimated Accuracy
 QL0236;SPC MI N     -    88,390.    7,980,790.      MT  (+/- 180 meters Scaled)
 QL0236
 QL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR807472(NAD 83)
 QL0236
 QL0236                          SUPERSEDED SURVEY CONTROL
 QL0236
 QL0236.No superseded survey control is available for this station.
 QL0236
 QL0236_MARKER: DB = BENCH MARK DISK
 QL0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0236_SP_SET: BRIDGE RAIL
 QL0236_STAMPING: G 207 1972
 QL0236_MARK LOGO: CGS
 QL0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0236+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0236
 QL0236  HISTORY     - Date     Condition        Report By
 QL0236  HISTORY     - 1972     MONUMENTED       NGS
 QL0236  HISTORY     - 1990     GOOD             USPSQD
 QL0236  HISTORY     - 19910425 GOOD             USPSQD
 QL0236  HISTORY     - 19960919 GOOD             USPSQD
 QL0236  HISTORY     - 20011025 GOOD             USPSQD
 QL0236  HISTORY     - 20030411 GOOD             USPSQD
 QL0236  HISTORY     - 20040913 GOOD             DAVWAN
 QL0236  HISTORY     - 20050810 GOOD             GEOCAC
 QL0236  HISTORY     - 20060918 GOOD             USPSQD
 QL0236
 QL0236                          STATION DESCRIPTION
 QL0236
 QL0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0236'13.2 MI NE FROM CEDAR RIVER.
 QL0236'ABOUT 13.25 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0236'POST OFFICE AT CEDAR RIVER, ABOUT 15.3 MILES SOUTHWEST ALONG
 QL0236'STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 QL0236'41 AT ESCANABA, SET IN THE TOP OF THE NORTH END OF THE EAST
 QL0236'CONCRETE GUARD RAIL BASE FOR THE 65 FOOT LONG CONCRETE BRIDGE
 QL0236'OVER THE BARK RIVER, 20 1/2 FEET EAST OF THE CENTER LINE OF
 QL0236'THE HIGHWAY, 1.4 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 QL0236'BASE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 27,
 QL0236'T37N, R24W.
 QL0236
 QL0236                          STATION RECOVERY (1990)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (1991)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (1996)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2001)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2003)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2004)
 QL0236
 QL0236'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2005)
 QL0236
 QL0236'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2006)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0326 ***********************************************************************
 QL0326  DESIGNATION -  G 208
 QL0326  PID         -  QL0326
 QL0326  STATE/COUNTY-  MI/MENOMINEE
 QL0326  COUNTRY     -  US
 QL0326  USGS QUAD   -  BIRCH CREEK (2017)
 QL0326
 QL0326                         *CURRENT SURVEY CONTROL
 QL0326  ______________________________________________________________________
 QL0326* NAD 83(1986) POSITION- 45 10 46.     (N) 087 34 08.     (W)   SCALED
 QL0326* NAVD 88 ORTHO HEIGHT -   181.737 (meters)      596.25  (feet) ADJUSTED
 QL0326  ______________________________________________________________________
 QL0326  GEOID HEIGHT    -        -37.039 (meters)                     GEOID18
 QL0326  DYNAMIC HEIGHT  -        181.720 (meters)      596.19  (feet) COMP
 QL0326  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 QL0326
 QL0326  VERT ORDER      -  FIRST     CLASS 0
 QL0326
 QL0326.The horizontal coordinates were scaled from a map and have
 QL0326.an estimated accuracy of +/- 6 seconds.
 QL0326
 QL0326.The orthometric height was determined by differential leveling and
 QL0326.adjusted by the NATIONAL GEODETIC SURVEY
 QL0326.in June 1991.
 QL0326
 QL0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0326.GEOID18 height accuracy estimate available here.
 QL0326
 QL0326.Click photographs - Photos may exist for this station.
 QL0326
 QL0326.The dynamic height is computed by dividing the NAVD 88
 QL0326.geopotential number by the normal gravity value computed on the
 QL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0326.degrees latitude (g = 980.6199 gals.).
 QL0326
 QL0326.The modeled gravity was interpolated from observed gravity values.
 QL0326
 QL0326;                    North         East    Units  Estimated Accuracy
 QL0326;SPC MI N     -    44,190.    7,955,280.      MT  (+/- 180 meters Scaled)
 QL0326
 QL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR553030(NAD 83)
 QL0326
 QL0326                          SUPERSEDED SURVEY CONTROL
 QL0326
 QL0326.No superseded survey control is available for this station.
 QL0326
 QL0326_MARKER: DB = BENCH MARK DISK
 QL0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0326_SP_SET: BUILDING
 QL0326_STAMPING: G 208 1972
 QL0326_MARK LOGO: CGS
 QL0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0326+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2006
 QL0326
 QL0326  HISTORY     - Date     Condition        Report By
 QL0326  HISTORY     - 1972     MONUMENTED       NGS
 QL0326  HISTORY     - 1990     GOOD             USPSQD
 QL0326  HISTORY     - 19961002 GOOD             USPSQD
 QL0326  HISTORY     - 20020420 GOOD             USPSQD
 QL0326  HISTORY     - 20040320 GOOD             USPSQD
 QL0326  HISTORY     - 20061129 GOOD             USPSQD
 QL0326
 QL0326                          STATION DESCRIPTION
 QL0326
 QL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0326'4.8 MI NE FROM MENOMINEE.
 QL0326'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0326'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, THENCE 0.75 MILE NORTH
 QL0326'ALONG RANGE LINE ROAD, THENCE 0.1 MILE EAST ALONG A GRAVEL
 QL0326'DRIVEWAY TO A HIGH STEEL TOWER, SET IN THE TOP OF THE CONCRETE
 QL0326'FOUNDATION FOR TOWER WHERE IT PROJECTS OUT FROM THE NORTHEAST
 QL0326'CORNER OF A 12 FOOT SQUARE CONCRETE BLOCK BUILDING, 8.7 FEET
 QL0326'NORTHWEST OF THE NORTH STEEL LEG OF THE TOWER, 2 FEET NORTHEAST
 QL0326'OF THE NORTHEAST CORNER OF THE BUILDING AND 1/2 FOOT ABOVE THE
 QL0326'LEVEL OF THE GROUND.  SECTION 6, T 32 N, R 26 W.  NOTE-- THE
 QL0326'ESTIMATED HEIGHT OF THE TOWER IS ABOUT 400 FEET HIGH.
 QL0326
 QL0326                          STATION RECOVERY (1990)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (1996)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (2002)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (2004)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0326'TOWER IS NOW OWNED BY JS ELECTRONICS, 1108 20TH STREET, MENOMINEE, MI
 QL0326'49858-2419
 QL0326
 QL0326                          STATION RECOVERY (2006)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0705 ***********************************************************************
 NE0705  DESIGNATION -  G 21
 NE0705  PID         -  NE0705
 NE0705  STATE/COUNTY-  MI/WASHTENAW
 NE0705  COUNTRY     -  US
 NE0705  USGS QUAD   -  YPSILANTI EAST (2017)
 NE0705
 NE0705                         *CURRENT SURVEY CONTROL
 NE0705  ______________________________________________________________________
 NE0705* NAD 83(1986) POSITION- 42 14 31.     (N) 083 35 33.     (W)   SCALED
 NE0705* NAVD 88 ORTHO HEIGHT -   226.521 (meters)      743.18  (feet) ADJUSTED
 NE0705  ______________________________________________________________________
 NE0705  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 NE0705  DYNAMIC HEIGHT  -        226.451 (meters)      742.95  (feet) COMP
 NE0705  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 NE0705
 NE0705  VERT ORDER      -  FIRST     CLASS II
 NE0705
 NE0705.The horizontal coordinates were scaled from a map and have
 NE0705.an estimated accuracy of +/- 6 seconds.
 NE0705
 NE0705.The orthometric height was determined by differential leveling and
 NE0705.adjusted by the NATIONAL GEODETIC SURVEY
 NE0705.in June 1991.
 NE0705
 NE0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0705.GEOID18 height accuracy estimate available here.
 NE0705
 NE0705.Click photographs - Photos may exist for this station.
 NE0705
 NE0705.The dynamic height is computed by dividing the NAVD 88
 NE0705.geopotential number by the normal gravity value computed on the
 NE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0705.degrees latitude (g = 980.6199 gals.).
 NE0705
 NE0705.The modeled gravity was interpolated from observed gravity values.
 NE0705
 NE0705;                    North         East    Units  Estimated Accuracy
 NE0705;SPC MI S     -    82,710.    4,063,890.      MT  (+/- 180 meters Scaled)
 NE0705
 NE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG861798(NAD 83)
 NE0705
 NE0705                          SUPERSEDED SURVEY CONTROL
 NE0705
 NE0705  NGVD 29 (??/??/92)  226.648  (m)          743.59   (f) ADJ UNCH    1 2
 NE0705
 NE0705.Superseded values are not recommended for survey control.
 NE0705
 NE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0705.See file dsdata.pdf to determine how the superseded data were derived.
 NE0705
 NE0705_MARKER: DB = BENCH MARK DISK
 NE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0705_STAMPING: ELEV 743.594 FT G 21 1916
 NE0705_MARK LOGO: CGS
 NE0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0705+STABILITY: SURFACE MOTION
 NE0705
 NE0705  HISTORY     - Date     Condition        Report By
 NE0705  HISTORY     - 1916     MONUMENTED       CGS
 NE0705  HISTORY     - 1953     MARK NOT FOUND   CGS
 NE0705  HISTORY     - 1953     MARK NOT FOUND   USGS
 NE0705
 NE0705                          STATION DESCRIPTION
 NE0705
 NE0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NE0705'1.1 MI E FROM YPSILANTI.
 NE0705'1.1 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0705'AT YPSILANTI, WASHTENAW COUNTY, 0.3 MILE EAST OF THE FORMER OVERHEAD
 NE0705'CROSSING OF THE DETROIT, JACKSON AND CHICAGO RAILWAY, AND AT THE
 NE0705'WEST END OF A GATE IN THE SOUTH FENCE.  A STANDARD DISK, SET IN THE
 NE0705'TOP OF A CONCRETE POST.
 NE0705
 NE0705                          STATION RECOVERY (1953)
 NE0705
 NE0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NE0705'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0173 ***********************************************************************
 RK0173  DESIGNATION -  G 22
 RK0173  PID         -  RK0173
 RK0173  STATE/COUNTY-  MI/MARQUETTE
 RK0173  COUNTRY     -  US
 RK0173  USGS QUAD   -  LITTLE LAKE (2017)
 RK0173
 RK0173                         *CURRENT SURVEY CONTROL
 RK0173  ______________________________________________________________________
 RK0173* NAD 83(1986) POSITION- 46 17 12.     (N) 087 20 07.     (W)   SCALED
 RK0173* NAVD 88 ORTHO HEIGHT -   343.397 (meters)     1126.63  (feet) POSTED
 RK0173  ______________________________________________________________________
 RK0173  GEOID HEIGHT    -        -34.516 (meters)                     GEOID18
 RK0173  DYNAMIC HEIGHT  -        343.41  (meters)     1126.7   (feet) COMP
 RK0173  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 RK0173
 RK0173  VERT ORDER      -  * POSTED, SEE BELOW
 RK0173
 RK0173.The horizontal coordinates were scaled from a map and have
 RK0173.an estimated accuracy of +/- 6 seconds.
 RK0173
 RK0173.The orthometric height was determined by differential leveling
 RK0173.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RK0173
 RK0173.* This is a POSTED BENCH MARK height.
 RK0173
 RK0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0173.GEOID18 height accuracy estimate available here.
 RK0173
 RK0173.Click photographs - Photos may exist for this station.
 RK0173
 RK0173.The dynamic height is computed by dividing the NAVD 88
 RK0173.geopotential number by the normal gravity value computed on the
 RK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0173.degrees latitude (g = 980.6199 gals.).
 RK0173
 RK0173.The modeled gravity was interpolated from observed gravity values.
 RK0173
 RK0173;                    North         East    Units  Estimated Accuracy
 RK0173;SPC MI N     -   167,140.    7,974,170.      MT  (+/- 180 meters Scaled)
 RK0173
 RK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS741259(NAD 83)
 RK0173
 RK0173                          SUPERSEDED SURVEY CONTROL
 RK0173
 RK0173  NGVD 29 (??/??/92)  343.240  (m)         1126.11   (f) ADJ UNCH    1 2
 RK0173
 RK0173.Superseded values are not recommended for survey control.
 RK0173
 RK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0173.See file dsdata.pdf to determine how the superseded data were derived.
 RK0173
 RK0173_MARKER: DB = BENCH MARK DISK
 RK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0173_STAMPING: ELEV 1126.113 FT G 22 1917
 RK0173_MARK LOGO: CGS
 RK0173_PROJECTION: FLUSH
 RK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0173+STABILITY: SURFACE MOTION
 RK0173
 RK0173  HISTORY     - Date     Condition        Report By
 RK0173  HISTORY     - 1917     MONUMENTED       CGS
 RK0173  HISTORY     - 1934     GOOD             CGS
 RK0173  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 RK0173
 RK0173                          STATION DESCRIPTION
 RK0173
 RK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0173'AT LITTLE LAKE.
 RK0173'AT LITTLE LAKE, MARQUETTE COUNTY, 19 FEET NORTH OF THE CHIMNEY
 RK0173'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 53 FEET WEST
 RK0173'OF THE CENTERLINE OF THE MAIN TRACK, IN LINE WITH A ROW OF
 RK0173'POLES, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 RK0173'ELEV. 1126.113 FT. G 22 1917 AND SET IN THE TOP OF A CONCRETE
 RK0173'POST FLUSH WITH THE GROUND.
 RK0173
 RK0173                          STATION RECOVERY (2001)
 RK0173
 RK0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0173'MARK LIES ALONG BURIED UTILITY AND GAS PIPE LINES AND MAY ALSO BE
 RK0173'BURIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0866 ***********************************************************************
 MC0866  DESIGNATION -  G 234
 MC0866  PID         -  MC0866
 MC0866  STATE/COUNTY-  MI/MONROE
 MC0866  COUNTRY     -  US
 MC0866  USGS QUAD   -  STONY POINT (2017)
 MC0866
 MC0866                         *CURRENT SURVEY CONTROL
 MC0866  ______________________________________________________________________
 MC0866* NAD 83(1986) POSITION- 41 55 35.24   (N) 083 21 37.00   (W)   HD_HELD1
 MC0866* NAVD 88 ORTHO HEIGHT -   185.915 (meters)      609.96  (feet) ADJUSTED
 MC0866  ______________________________________________________________________
 MC0866  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 MC0866  DYNAMIC HEIGHT  -        185.848 (meters)      609.74  (feet) COMP
 MC0866  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 MC0866
 MC0866  VERT ORDER      -  FIRST     CLASS II
 MC0866
 MC0866.The horizontal coordinates were determined by differentially corrected
 MC0866.hand held GPS observations or other comparable positioning techniques
 MC0866.and have an estimated accuracy of +/- 3 meters.
 MC0866
 MC0866.The orthometric height was determined by differential leveling and
 MC0866.adjusted by the NATIONAL GEODETIC SURVEY
 MC0866.in June 1991.
 MC0866
 MC0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0866.GEOID18 height accuracy estimate available here.
 MC0866
 MC0866.Click photographs - Photos may exist for this station.
 MC0866
 MC0866.The dynamic height is computed by dividing the NAVD 88
 MC0866.geopotential number by the normal gravity value computed on the
 MC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0866.degrees latitude (g = 980.6199 gals.).
 MC0866
 MC0866.The modeled gravity was interpolated from observed gravity values.
 MC0866
 MC0866;                    North         East    Units  Estimated Accuracy
 MC0866;SPC MI S     -    47,869.9   4,083,477.8     MT  (+/- 3 meters HH1 GPS) 
 MC0866
 MC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0429644304(NAD 83)
 MC0866
 MC0866                          SUPERSEDED SURVEY CONTROL
 MC0866
 MC0866  NGVD 29 (??/??/92)  186.084  (m)          610.51   (f) ADJ UNCH    1 2
 MC0866
 MC0866.Superseded values are not recommended for survey control.
 MC0866
 MC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0866.See file dsdata.pdf to determine how the superseded data were derived.
 MC0866
 MC0866_MARKER: DV = VERTICAL CONTROL DISK
 MC0866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0866_SP_SET: ABUTMENT
 MC0866_STAMPING: G 234 1980
 MC0866_MARK LOGO: NGS
 MC0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0866+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 MC0866
 MC0866  HISTORY     - Date     Condition        Report By
 MC0866  HISTORY     - 1980     MONUMENTED       NGS
 MC0866  HISTORY     - 1983     GOOD             LOCSUR
 MC0866  HISTORY     - 1985     GOOD             USPSQD
 MC0866  HISTORY     - 1987     GOOD             USPSQD
 MC0866  HISTORY     - 20070809 GOOD             WARNKE
 MC0866  HISTORY     - 20090927 GOOD             JCLS
 MC0866  HISTORY     - 20110614 GOOD             JCLS
 MC0866  HISTORY     - 20130215 GOOD             SPICE
 MC0866  HISTORY     - 20200609 GOOD             MIDT
 MC0866  HISTORY     - 20220811 GOOD             MODT
 MC0866
 MC0866                          STATION DESCRIPTION
 MC0866
 MC0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0866'IN MONROE.
 MC0866'IN MONROE, IN THE SOUTH END OF THE WEST ABUTMENT OF THE
 MC0866'DIX HIGHWAY OVERPASS OVER INTERSTATE 75, 13.4 METERS (44 FEET)
 MC0866'SOUTH OF THE CENTER LINE OF DIX HIGHWAY, 0.45 METERS (1.5 FEET)
 MC0866'NORTH OF THE SOUTH END OF THE TOP PORTION OF THE ABUTMENT.
 MC0866'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0866
 MC0866                          STATION RECOVERY (1983)
 MC0866
 MC0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (1985)
 MC0866
 MC0866'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0866'CHANGE DESC. TO READ WEST END OF SOUTH GUARD RAIL.
 MC0866
 MC0866                          STATION RECOVERY (1987)
 MC0866
 MC0866'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (2007)
 MC0866
 MC0866'RECOVERY NOTE BY WARNKE SURVEYS 2007 (NAM)
 MC0866'THE STATION IS LOCATED IN FRENCHTOWN TWP. NE'LY OF CITY OF MONROE.
 MC0866'1.9 MILES FROM FRENCHTOEN TWP HALL, 4.0 MILES FROM MONROE CO. CUSTER
 MC0866'AIRPORT, 4.4 MILES FROM MONROE TWP HALL.
 MC0866'
 MC0866'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND N. DIXIE HWY
 MC0866'HEAD W'LY ON NORTH DIXIE HWY. 130' TO END OF BRIDGE. TO THE LEFT
 MC0866'(S'LY)+/-4' PAST GAURDRAIL  IS STATION ON THE SW CONC. ABUTMENT.
 MC0866'
 MC0866'THE STATION IS FOUND DISK IN TOP PORTION OF 2' WIDE CONC. ABUTMENT.
 MC0866'N15W 1.6' TO THE END OF THE TOP PORTION OF CONC. ABUTMENT, S70W 28.7'
 MC0866'TO THE S'LY POST OF 'LANE ENDS MERGE LEFT' SIGN,
 MC0866'S80W 16.9' TO THE NORTH 8 IN CORRAGATED METAL PIPE,
 MC0866'N15W 3' TO THE S. FACE OF STEEL GAURDRAIL POST.
 MC0866
 MC0866                          STATION RECOVERY (2009)
 MC0866
 MC0866'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (2011)
 MC0866
 MC0866'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (2013)
 MC0866
 MC0866'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2013 (NGS)
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (2020)
 MC0866
 MC0866'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (2022)
 MC0866
 MC0866'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2022 (AEE)
 MC0866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0895 ***********************************************************************
 NE0895  DESIGNATION -  G 235
 NE0895  PID         -  NE0895
 NE0895  STATE/COUNTY-  MI/MACOMB
 NE0895  COUNTRY     -  US
 NE0895  USGS QUAD   -  GROSSE POINTE (2017)
 NE0895
 NE0895                         *CURRENT SURVEY CONTROL
 NE0895  ______________________________________________________________________
 NE0895* NAD 83(1986) POSITION- 42 27 39.     (N) 082 52 54.     (W)   SCALED
 NE0895* NAVD 88 ORTHO HEIGHT -   176.092 (meters)      577.73  (feet) ADJUSTED
 NE0895  ______________________________________________________________________
 NE0895  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 NE0895  DYNAMIC HEIGHT  -        176.041 (meters)      577.56  (feet) COMP
 NE0895  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 NE0895
 NE0895  VERT ORDER      -  FIRST     CLASS II
 NE0895
 NE0895.The horizontal coordinates were scaled from a map and have
 NE0895.an estimated accuracy of +/- 6 seconds.
 NE0895
 NE0895.The orthometric height was determined by differential leveling and
 NE0895.adjusted by the NATIONAL GEODETIC SURVEY
 NE0895.in June 1991.
 NE0895
 NE0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0895.GEOID18 height accuracy estimate available here.
 NE0895
 NE0895.Click photographs - Photos may exist for this station.
 NE0895
 NE0895.The dynamic height is computed by dividing the NAVD 88
 NE0895.geopotential number by the normal gravity value computed on the
 NE0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0895.degrees latitude (g = 980.6199 gals.).
 NE0895
 NE0895.The modeled gravity was interpolated from observed gravity values.
 NE0895
 NE0895;                    North         East    Units  Estimated Accuracy
 NE0895;SPC MI S     -   107,800.    4,122,130.      MT  (+/- 180 meters Scaled)
 NE0895
 NE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH452026(NAD 83)
 NE0895
 NE0895                          SUPERSEDED SURVEY CONTROL
 NE0895
 NE0895  NGVD 29 (11/26/84)  176.237  (m)          578.20   (f) ADJUSTED    1 2
 NE0895
 NE0895.Superseded values are not recommended for survey control.
 NE0895
 NE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0895.See file dsdata.pdf to determine how the superseded data were derived.
 NE0895
 NE0895_MARKER: I = METAL ROD
 NE0895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0895_STAMPING: G 235 1980
 NE0895_MARK LOGO: NGS
 NE0895_PROJECTION: RECESSED
 NE0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0895_ROD/PIPE-DEPTH: 6.1 meters
 NE0895
 NE0895  HISTORY     - Date     Condition        Report By
 NE0895  HISTORY     - 1980     MONUMENTED       NGS
 NE0895  HISTORY     - 19990621 GOOD             USPSQD
 NE0895  HISTORY     - 20050401 MARK NOT FOUND   INDIV
 NE0895  HISTORY     - 20060523 MARK NOT FOUND   SPALD
 NE0895
 NE0895                          STATION DESCRIPTION
 NE0895
 NE0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0895'IN ST CLAIR SHORES.
 NE0895'IN SAINT CLAIR SHORES, AT THE JUNCTION OF JEFFERSON AVENUE AND
 NE0895'DOREMUS STREET, IN THE LAWN OF THE SOUTHEAST SIDE OF HOUSE NUMBER
 NE0895'23200, 15 METERS (49.3 FEET) NORTHEAST OF THE CENTER LINE OF THE NORTH
 NE0895'BOUND LANES OF JEFFERSON AVENUE, 15 METERS (49.3 FEET) SOUTH OF
 NE0895'THE SOUTH CORNER OF THE HOUSE, 6.1 METERS (20 FEET) SOUTHEAST OF
 NE0895'A 24-INCH ELM TREE, 4.4 METERS (14.0 FEET) NORTH-NORTHEAST OF THE
 NE0895'CURB OF DOREMUS, 1.2 METERS (3.9 FEET) NORTHEAST OF A WOODEN
 NE0895'PLANK FENCE AROUND LAWN.
 NE0895
 NE0895                          STATION RECOVERY (1999)
 NE0895
 NE0895'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0895'RECOVERED IN GOOD CONDITION.
 NE0895
 NE0895                          STATION RECOVERY (2005)
 NE0895
 NE0895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CPA)
 NE0895'MARK NOT FOUND.
 NE0895
 NE0895                          STATION RECOVERY (2006)
 NE0895
 NE0895'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0895'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0917 ***********************************************************************
 NE0917  DESIGNATION -  G 236
 NE0917  PID         -  NE0917
 NE0917  STATE/COUNTY-  MI/ST CLAIR
 NE0917  COUNTRY     -  US
 NE0917  USGS QUAD   -  NEW BALTIMORE (2017)
 NE0917
 NE0917                         *CURRENT SURVEY CONTROL
 NE0917  ______________________________________________________________________
 NE0917* NAD 83(1986) POSITION- 42 41 21.     (N) 082 42 16.     (W)   SCALED
 NE0917* NAVD 88 ORTHO HEIGHT -   179.227 (meters)      588.01  (feet) ADJUSTED
 NE0917  ______________________________________________________________________
 NE0917  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 NE0917  DYNAMIC HEIGHT  -        179.177 (meters)      587.85  (feet) COMP
 NE0917  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 NE0917
 NE0917  VERT ORDER      -  FIRST     CLASS II
 NE0917
 NE0917.The horizontal coordinates were scaled from a map and have
 NE0917.an estimated accuracy of +/- 6 seconds.
 NE0917
 NE0917.The orthometric height was determined by differential leveling and
 NE0917.adjusted by the NATIONAL GEODETIC SURVEY
 NE0917.in June 1991.
 NE0917
 NE0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0917.GEOID18 height accuracy estimate available here.
 NE0917
 NE0917.Click photographs - Photos may exist for this station.
 NE0917
 NE0917.The dynamic height is computed by dividing the NAVD 88
 NE0917.geopotential number by the normal gravity value computed on the
 NE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0917.degrees latitude (g = 980.6199 gals.).
 NE0917
 NE0917.The modeled gravity was interpolated from observed gravity values.
 NE0917
 NE0917;                    North         East    Units  Estimated Accuracy
 NE0917;SPC MI S     -   133,430.    4,136,200.      MT  (+/- 180 meters Scaled)
 NE0917
 NE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH603277(NAD 83)
 NE0917
 NE0917                          SUPERSEDED SURVEY CONTROL
 NE0917
 NE0917  NGVD 29 (11/26/84)  179.352  (m)          588.42   (f) ADJUSTED    1 2
 NE0917
 NE0917.Superseded values are not recommended for survey control.
 NE0917
 NE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0917.See file dsdata.pdf to determine how the superseded data were derived.
 NE0917
 NE0917_MARKER: I = METAL ROD
 NE0917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0917_STAMPING: G 236 1980
 NE0917_MARK LOGO: NGS
 NE0917_PROJECTION: RECESSED 10 CENTIMETERS
 NE0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0917+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 NE0917_ROD/PIPE-DEPTH: 10.6 meters
 NE0917
 NE0917  HISTORY     - Date     Condition        Report By
 NE0917  HISTORY     - 1980     MONUMENTED       NGS
 NE0917  HISTORY     - 19950919 GOOD             MIDT
 NE0917  HISTORY     - 20011001 GOOD             MI-147
 NE0917  HISTORY     - 20041130 GOOD             ROWEIN
 NE0917  HISTORY     - 20071124 GOOD             INDIV
 NE0917
 NE0917                          STATION DESCRIPTION
 NE0917
 NE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0917'1.3 KM SW FROM ANCHORVILLE.
 NE0917'1.3 KILOMETERS (0.8 MILE) SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0917'THE JUNCTION OF CHURCH ROAD IN ANCHORVILLE, TO THE MARK ON THE
 NE0917'SOUTHEAST SIDE OF THE HIGHWAY, SET NORTHEAST OF THE NORTHEAST
 NE0917'6 FOOT HIGH BRICK PILLAR SUPPORTING A METAL SPOKE FENCE AND FOR
 NE0917'THE PAVED ENTRANCE DRIVE TO HOUSE NUMBER 36535. 15.06 METERS
 NE0917'(49.4 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY, 9.5 METERS
 NE0917'(31.2 FEET) SOUTHEAST OF THE CENTER LINE OF HIGHWAY 29, 0.49 METER
 NE0917'(1.6 FEET) NORTHEAST OF THE NORTHEAST BRICK PILLAR.
 NE0917'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0917
 NE0917                          STATION RECOVERY (1995)
 NE0917
 NE0917'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GH)
 NE0917'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES- THE
 NE0917'DESCRIPTION STATES THE STATION IS, (SET NORTHEAST OF THE NORTHEAST 6
 NE0917'FOOT (1.8 M) HIGH BRICK PILLAR SUPPORTING A METAL SPOKE FENCE AND FOR
 NE0917'THE PAVED ENTRANCE DRIVE TO HOUSE NUMBER 36535). IT SHOULD READ (TO
 NE0917'HOUSE NUMBER 10369). RECOVERY BY GLEN HOBGOOD, METRO DISTRICT
 NE0917'SURVEYOR, MIDT.
 NE0917
 NE0917                          STATION RECOVERY (2001)
 NE0917
 NE0917'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0917'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0917'SUBMITTED - FEBRUARY 21, 2002
 NE0917
 NE0917                          STATION RECOVERY (2004)
 NE0917
 NE0917'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 NE0917'RECOVERED IN GOOD CONDITION.
 NE0917
 NE0917                          STATION RECOVERY (2007)
 NE0917
 NE0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJR)
 NE0917'RECOVERED AS DESCRIBED, WITH ADDRESS NUMBER 10369
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0940 ***********************************************************************
 NE0940  DESIGNATION -  G 237
 NE0940  PID         -  NE0940
 NE0940  STATE/COUNTY-  MI/ST CLAIR
 NE0940  COUNTRY     -  US
 NE0940  USGS QUAD   -  ST. CLAIR (2017)
 NE0940
 NE0940                         *CURRENT SURVEY CONTROL
 NE0940  ______________________________________________________________________
 NE0940* NAD 83(1986) POSITION- 42 47 19.     (N) 082 28 37.     (W)   SCALED
 NE0940* NAVD 88 ORTHO HEIGHT -   181.784 (meters)      596.40  (feet) ADJUSTED
 NE0940  ______________________________________________________________________
 NE0940  GEOID HEIGHT    -        -35.001 (meters)                     GEOID18
 NE0940  DYNAMIC HEIGHT  -        181.735 (meters)      596.24  (feet) COMP
 NE0940  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 NE0940
 NE0940  VERT ORDER      -  FIRST     CLASS II
 NE0940
 NE0940.The horizontal coordinates were scaled from a map and have
 NE0940.an estimated accuracy of +/- 6 seconds.
 NE0940
 NE0940.The orthometric height was determined by differential leveling and
 NE0940.adjusted by the NATIONAL GEODETIC SURVEY
 NE0940.in June 1991.
 NE0940
 NE0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0940.GEOID18 height accuracy estimate available here.
 NE0940
 NE0940.Click photographs - Photos may exist for this station.
 NE0940
 NE0940.The dynamic height is computed by dividing the NAVD 88
 NE0940.geopotential number by the normal gravity value computed on the
 NE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0940.degrees latitude (g = 980.6199 gals.).
 NE0940
 NE0940.The modeled gravity was interpolated from observed gravity values.
 NE0940
 NE0940;                    North         East    Units  Estimated Accuracy
 NE0940;SPC MI S     -   144,870.    4,154,590.      MT  (+/- 180 meters Scaled)
 NE0940
 NE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH792383(NAD 83)
 NE0940
 NE0940                          SUPERSEDED SURVEY CONTROL
 NE0940
 NE0940  NGVD 29 (11/26/84)  181.911  (m)          596.82   (f) ADJUSTED    1 2
 NE0940
 NE0940.Superseded values are not recommended for survey control.
 NE0940
 NE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0940.See file dsdata.pdf to determine how the superseded data were derived.
 NE0940
 NE0940_MARKER: DV = VERTICAL CONTROL DISK
 NE0940_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0940_SP_SET: CONCRETE FOUNDATION
 NE0940_STAMPING: G 237 1980
 NE0940_MARK LOGO: NGS
 NE0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0940+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0940
 NE0940  HISTORY     - Date     Condition        Report By
 NE0940  HISTORY     - 1980     MONUMENTED       NGS
 NE0940  HISTORY     - 1983     GOOD             USPSQD
 NE0940  HISTORY     - 19990605 GOOD             USPSQD
 NE0940  HISTORY     - 20050410 GOOD             USPSQD
 NE0940
 NE0940                          STATION DESCRIPTION
 NE0940
 NE0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0940'3.8 KM SSE FROM ST CLAIR.
 NE0940'3.8 KILOMETERS (2.35 MILES) SOUTH ALONG STATE HIGHWAY 29 FROM THE
 NE0940'OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER PINE RIVER IN
 NE0940'ST CLAIR OPPOSITE  THE JUNCTION OF PUTTYGUT ROAD, SET HORIZONTALLY
 NE0940'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATIONS OF THE SOUTHEAST
 NE0940'LEG OF HIGH TENSION MAST NEARESY THE EAST BANK OF THE ST CLAIR RIVER
 NE0940'FOR A HIGH TENSION POWER LINE CROSSING JUST NORTH OF THE RIVER CLUB
 NE0940'CONDOMINIUMS, 1.0 METER (3.3 FEET) NORTH OF THE SOUTH FACE OF THE
 NE0940'CONCRETE FOUNDATION, AND 0.95 METER (3.15 FEET ) WEST OF THE EAST
 NE0940'FACE OF THE CONCRETE FOUNDATION.
 NE0940'THE MARK IS 0.5 M ABOVE GROUND.
 NE0940
 NE0940                          STATION RECOVERY (1983)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0940'2.35 MILES SOUTH ALONG HIGHWAY M 29 FROM THE OPERATIONS HOUSE OF THE
 NE0940'HIGHWAY 29 DRAWBRIDGE OVER THE PINE RIVER AT ST. CLAIR, OPPOSITE THE
 NE0940'JUNCTION OF PUTTYGUT ROAD, SET HORIZONTALLY IN THE SOUTHEAST CORNER
 NE0940'OF THE CONCRETE FOUNDATIONS OF THE SOUTHEAST LEG OF HIGH TENSION MAST
 NE0940'NEAREST THE WESTBANK OF THE ST. CLAIR RIVER, JUST NORTH OF THE RIVER
 NE0940'CLUB CONCOMINIMUMS--3.3 FEET NORTH OF THE SOUTH FACE OF THE CONCRETE
 NE0940'FOUNDATION 0.5 METERS ABOVE GROUND. 0.5 METERS ABOVE GROUND.
 NE0940
 NE0940                          STATION RECOVERY (1999)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0940'RECOVERED IN GOOD CONDITION.
 NE0940
 NE0940                          STATION RECOVERY (2005)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0613 ***********************************************************************
 OJ0613  DESIGNATION -  G 238
 OJ0613  PID         -  OJ0613
 OJ0613  STATE/COUNTY-  MI/SANILAC
 OJ0613  COUNTRY     -  US
 OJ0613  USGS QUAD   -  CROSWELL (2017)
 OJ0613
 OJ0613                         *CURRENT SURVEY CONTROL
 OJ0613  ______________________________________________________________________
 OJ0613* NAD 83(1986) POSITION- 43 21 16.     (N) 082 32 25.     (W)   SCALED
 OJ0613* NAVD 88 ORTHO HEIGHT -   191.956 (meters)      629.78  (feet) ADJUSTED
 OJ0613  ______________________________________________________________________
 OJ0613  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 OJ0613  DYNAMIC HEIGHT  -        191.918 (meters)      629.65  (feet) COMP
 OJ0613  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 OJ0613
 OJ0613  VERT ORDER      -  FIRST     CLASS II
 OJ0613
 OJ0613.The horizontal coordinates were scaled from a map and have
 OJ0613.an estimated accuracy of +/- 6 seconds.
 OJ0613
 OJ0613.The orthometric height was determined by differential leveling and
 OJ0613.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0613.in June 1991.
 OJ0613
 OJ0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0613.GEOID18 height accuracy estimate available here.
 OJ0613
 OJ0613.Click photographs - Photos may exist for this station.
 OJ0613
 OJ0613.The dynamic height is computed by dividing the NAVD 88
 OJ0613.geopotential number by the normal gravity value computed on the
 OJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0613.degrees latitude (g = 980.6199 gals.).
 OJ0613
 OJ0613.The modeled gravity was interpolated from observed gravity values.
 OJ0613
 OJ0613;                    North         East    Units  Estimated Accuracy
 OJ0613;SPC MI S     -   207,600.    4,148,050.      MT  (+/- 180 meters Scaled)
 OJ0613
 OJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ751013(NAD 83)
 OJ0613
 OJ0613                          SUPERSEDED SURVEY CONTROL
 OJ0613
 OJ0613  NGVD 29 (11/26/84)  192.079  (m)          630.18   (f) ADJUSTED    1 2
 OJ0613
 OJ0613.Superseded values are not recommended for survey control.
 OJ0613
 OJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0613.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0613
 OJ0613_MARKER: I = METAL ROD
 OJ0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0613_STAMPING: G 238 1980
 OJ0613_MARK LOGO: NGS
 OJ0613_PROJECTION: FLUSH
 OJ0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0613_ROD/PIPE-DEPTH: 3.9 meters
 OJ0613
 OJ0613  HISTORY     - Date     Condition        Report By
 OJ0613  HISTORY     - 1980     MONUMENTED       NGS
 OJ0613  HISTORY     - 19940728 GOOD             USPSQD
 OJ0613
 OJ0613                          STATION DESCRIPTION
 OJ0613
 OJ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0613'8.8 KM SOUTH FROM PORT SANILAC.
 OJ0613'8.8 KILOMETERS (5.5 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0613'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, OR 10.0 KILOMETERS
 OJ0613'(6.2 MILES) NORTH ALONG STATE HIGHWAY FROM THE JUNCTION OF HURON
 OJ0613'AVENUE IN LEXINGTON, TO THE ENTRANCE DRIVE OF THE OFFICE OF
 OJ0613'MAXWELL COTTAGES ON THE EAST SIDE OF THE HIGHWAY NUMBER 2625, SET
 OJ0613'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE. 39.6 METERS
 OJ0613'(130 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 10.67 METERS
 OJ0613'(35.0 FEET) SOUTH OF THE CENTER OF THE DRIVE, 7.3 METERS (23.95
 OJ0613'FEET) WEST OF THE WEST EDGE OF THE SIDEWALK, 2.0 METERS (6.55 FEET)
 OJ0613'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE.
 OJ0613'THE MARK IS 0.1 M BELOW GROUND.
 OJ0613
 OJ0613                          STATION RECOVERY (1994)
 OJ0613
 OJ0613'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0641 ***********************************************************************
 OJ0641  DESIGNATION -  G 239
 OJ0641  PID         -  OJ0641
 OJ0641  STATE/COUNTY-  MI/HURON
 OJ0641  COUNTRY     -  US
 OJ0641  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0641
 OJ0641                         *CURRENT SURVEY CONTROL
 OJ0641  ______________________________________________________________________
 OJ0641* NAD 83(1986) POSITION- 43 48 58.     (N) 082 38 03.     (W)   SCALED
 OJ0641* NAVD 88 ORTHO HEIGHT -   185.572 (meters)      608.83  (feet) ADJUSTED
 OJ0641  ______________________________________________________________________
 OJ0641  GEOID HEIGHT    -        -35.155 (meters)                     GEOID18
 OJ0641  DYNAMIC HEIGHT  -        185.541 (meters)      608.73  (feet) COMP
 OJ0641  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 OJ0641
 OJ0641  VERT ORDER      -  FIRST     CLASS II
 OJ0641
 OJ0641.The horizontal coordinates were scaled from a map and have
 OJ0641.an estimated accuracy of +/- 6 seconds.
 OJ0641
 OJ0641.The orthometric height was determined by differential leveling and
 OJ0641.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0641.in June 1991.
 OJ0641
 OJ0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0641.GEOID18 height accuracy estimate available here.
 OJ0641
 OJ0641.Click photographs - Photos may exist for this station.
 OJ0641
 OJ0641.The dynamic height is computed by dividing the NAVD 88
 OJ0641.geopotential number by the normal gravity value computed on the
 OJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0641.degrees latitude (g = 980.6199 gals.).
 OJ0641
 OJ0641.The modeled gravity was interpolated from observed gravity values.
 OJ0641
 OJ0641;                    North         East    Units  Estimated Accuracy
 OJ0641;SPC MI S     -   258,720.    4,139,380.      MT  (+/- 180 meters Scaled)
 OJ0641
 OJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ685527(NAD 83)
 OJ0641
 OJ0641                          SUPERSEDED SURVEY CONTROL
 OJ0641
 OJ0641  NGVD 29 (11/26/84)  185.681  (m)          609.19   (f) ADJUSTED    1 2
 OJ0641
 OJ0641.Superseded values are not recommended for survey control.
 OJ0641
 OJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0641.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0641
 OJ0641_MARKER: I = METAL ROD
 OJ0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0641_STAMPING: G 239 1980
 OJ0641_MARK LOGO: NGS
 OJ0641_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0641_ROD/PIPE-DEPTH: 3.7 meters
 OJ0641
 OJ0641  HISTORY     - Date     Condition        Report By
 OJ0641  HISTORY     - 1980     MONUMENTED       NGS
 OJ0641  HISTORY     - 19991211 GOOD             USPSQD
 OJ0641
 OJ0641                          STATION DESCRIPTION
 OJ0641
 OJ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0641'3.6 KM SOUTH FROM HARBOR BEACH.
 OJ0641'3.6 KILOMETERS (2.25 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0641'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET EAST OF THE HIGHWAY
 OJ0641'NEAR THE SOUTH CONCRETE GATE POST FOR DRIVE TO HOUSE NUMBER 1299.
 OJ0641'14.5 METERS EAST OF THE CENTER LINE OF THE HIGHWAY, 2.45 METERS
 OJ0641'(8.0 FEET) SOUTH OF THE CENTER OF THE DRIVE, 0.35 METER (1.15 FEET)
 OJ0641'WEST OF THE SOUTH GATE POST. NOTE--SEVERAL ATTEMPTS WERE MADE TO
 OJ0641'DRIVE THE ROD, REFUSAL AT 3.7 METERS.
 OJ0641'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OJ0641'THE MARK IS 0.1 M BELOW GROUND.
 OJ0641
 OJ0641                          STATION RECOVERY (1999)
 OJ0641
 OJ0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0068 ***********************************************************************
 NG0068  DESIGNATION -  G 24
 NG0068  PID         -  NG0068
 NG0068  STATE/COUNTY-  MI/BERRIEN
 NG0068  COUNTRY     -  US
 NG0068  USGS QUAD   -  COLOMA (2017)
 NG0068
 NG0068                         *CURRENT SURVEY CONTROL
 NG0068  ______________________________________________________________________
 NG0068* NAD 83(1986) POSITION- 42 11 20.     (N) 086 18 27.     (W)   SCALED
 NG0068* NAVD 88 ORTHO HEIGHT -   197.592 (meters)      648.27  (feet) ADJUSTED
 NG0068  ______________________________________________________________________
 NG0068  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 NG0068  DYNAMIC HEIGHT  -        197.529 (meters)      648.06  (feet) COMP
 NG0068  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 NG0068
 NG0068  VERT ORDER      -  FIRST     CLASS II
 NG0068
 NG0068.The horizontal coordinates were scaled from a map and have
 NG0068.an estimated accuracy of +/- 6 seconds.
 NG0068
 NG0068.The orthometric height was determined by differential leveling and
 NG0068.adjusted by the NATIONAL GEODETIC SURVEY
 NG0068.in June 1991.
 NG0068
 NG0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0068.GEOID18 height accuracy estimate available here.
 NG0068
 NG0068.Click photographs - Photos may exist for this station.
 NG0068
 NG0068.The dynamic height is computed by dividing the NAVD 88
 NG0068.geopotential number by the normal gravity value computed on the
 NG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0068.degrees latitude (g = 980.6199 gals.).
 NG0068
 NG0068.The modeled gravity was interpolated from observed gravity values.
 NG0068
 NG0068;                    North         East    Units  Estimated Accuracy
 NG0068;SPC MI S     -    78,370.    3,839,690.      MT  (+/- 180 meters Scaled)
 NG0068
 NG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM571709(NAD 83)
 NG0068
 NG0068                          SUPERSEDED SURVEY CONTROL
 NG0068
 NG0068  NGVD 29 (??/??/92)  197.734  (m)          648.73   (f) ADJ UNCH    1 2
 NG0068
 NG0068.Superseded values are not recommended for survey control.
 NG0068
 NG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0068.See file dsdata.pdf to determine how the superseded data were derived.
 NG0068
 NG0068_MARKER: DB = BENCH MARK DISK
 NG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0068_STAMPING: 648.732 G 24 1930
 NG0068_MARK LOGO: CGS
 NG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0068+STABILITY: SURFACE MOTION
 NG0068
 NG0068  HISTORY     - Date     Condition        Report By
 NG0068  HISTORY     - 1930     MONUMENTED       CGS
 NG0068  HISTORY     - 1934     GOOD             CGS
 NG0068  HISTORY     - 1958     GOOD             USGS
 NG0068  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0068
 NG0068                          STATION DESCRIPTION
 NG0068
 NG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0068'IN COLOMA.
 NG0068'AT COLOMA, BERRIEN COUNTY, 29.5 FEET EAST OF THE EAST END OF
 NG0068'THE PERE MARQUETTE RAILWAY STATION, AND 27.1 FEET NORTH OF
 NG0068'THE NORTH RAIL.  A STANDARD DISK, STAMPED 648.732 G 24 1930
 NG0068'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 NG0068'ABOVE GROUND.  NOTE-- THE PERE MARQUETTE RAILWAY HAD BEEN
 NG0068'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.
 NG0068
 NG0068                          STATION RECOVERY (1958)
 NG0068
 NG0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NG0068'RECOVERED IN GOOD CONDITION.
 NG0068
 NG0068                          STATION RECOVERY (1985)
 NG0068
 NG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0016 ***********************************************************************
 NG0016  DESIGNATION -  G 25
 NG0016  PID         -  NG0016
 NG0016  STATE/COUNTY-  MI/OTTAWA
 NG0016  COUNTRY     -  US
 NG0016  USGS QUAD   -  PORT SHELDON (2017)
 NG0016
 NG0016                         *CURRENT SURVEY CONTROL
 NG0016  ______________________________________________________________________
 NG0016* NAD 83(1986) POSITION- 42 55 20.     (N) 086 08 53.     (W)   SCALED
 NG0016* NAVD 88 ORTHO HEIGHT -   187.335 (meters)      614.61  (feet) ADJUSTED
 NG0016  ______________________________________________________________________
 NG0016  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 NG0016  DYNAMIC HEIGHT  -        187.292 (meters)      614.47  (feet) COMP
 NG0016  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 NG0016
 NG0016  VERT ORDER      -  FIRST     CLASS II
 NG0016
 NG0016.The horizontal coordinates were scaled from a map and have
 NG0016.an estimated accuracy of +/- 6 seconds.
 NG0016
 NG0016.The orthometric height was determined by differential leveling and
 NG0016.adjusted by the NATIONAL GEODETIC SURVEY
 NG0016.in June 1991.
 NG0016
 NG0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0016.GEOID18 height accuracy estimate available here.
 NG0016
 NG0016.Click photographs - Photos may exist for this station.
 NG0016
 NG0016.The dynamic height is computed by dividing the NAVD 88
 NG0016.geopotential number by the normal gravity value computed on the
 NG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0016.degrees latitude (g = 980.6199 gals.).
 NG0016
 NG0016.The modeled gravity was interpolated from observed gravity values.
 NG0016
 NG0016;                    North         East    Units  Estimated Accuracy
 NG0016;SPC MI S     -   159,520.    3,854,590.      MT  (+/- 180 meters Scaled)
 NG0016
 NG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN695525(NAD 83)
 NG0016
 NG0016                          SUPERSEDED SURVEY CONTROL
 NG0016
 NG0016  NGVD 29 (??/??/92)  187.489  (m)          615.12   (f) ADJ UNCH    1 2
 NG0016
 NG0016.Superseded values are not recommended for survey control.
 NG0016
 NG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0016.See file dsdata.pdf to determine how the superseded data were derived.
 NG0016
 NG0016_MARKER: DB = BENCH MARK DISK
 NG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0016_STAMPING: 615.120 G 25 1930
 NG0016_MARK LOGO: CGS
 NG0016_PROJECTION: PROJECTING 15 CENTIMETERS
 NG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0016+STABILITY: SURFACE MOTION
 NG0016
 NG0016  HISTORY     - Date     Condition        Report By
 NG0016  HISTORY     - 1930     MONUMENTED       CGS
 NG0016  HISTORY     - 1934     GOOD             CGS
 NG0016  HISTORY     - 1983     GOOD             USPSQD
 NG0016  HISTORY     - 1984     GOOD             NGS
 NG0016  HISTORY     - 1988     GOOD             USPSQD
 NG0016  HISTORY     - 19971101 GOOD             USPSQD
 NG0016  HISTORY     - 20041202 GOOD             INDIV
 NG0016
 NG0016                          STATION DESCRIPTION
 NG0016
 NG0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0016'IN WEST OLIVE.
 NG0016'AT WEST OLIVE, OTTAWA COUNTY, 6-1/2 RAILS NORTH OF THE NORTH END
 NG0016'OF THE PERE MARQUETTE RAILWAY STATION, 4 RAILS SOUTH OF MILEPOST
 NG0016'P 66, 25.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND IN
 NG0016'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 615.120 G 25
 NG0016'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NG0016'ABOVE GROUND.
 NG0016
 NG0016                          STATION RECOVERY (1983)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0016'RAILWAY STATION NO LONGER EXISTS. WLEDED 1 PIECE RAILS ARE NOW IN
 NG0016'PLACE. DESC. 6 FT. SOUTH OF FOURTH TELEPHONE POLE NORTH OF CROSWELL
 NG0016'ST.
 NG0016
 NG0016                          STATION RECOVERY (1984)
 NG0016
 NG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM
 NG0016'(0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN GRAND
 NG0016'HAVEN, THENCE 14.5 KM (9.0 MI) SOUTH ALONG U.S. HIGHWAY 31, AT THE
 NG0016'CROSSING OF CROSWELL STREET, SET ABOUT 0.2 KM (0.1 MI) NORTH OF THE
 NG0016'CROSSROAD OF CROSWELL STREET, 35.90 METERS (117.8 FT) WEST-SOUTHWEST
 NG0016'OF THE CENTERLINE OF THE HIGHWAY, 41.23 METERS (135.3 FT)
 NG0016'SOUTH-SOUTHEAST OF A METAL PIPE AT A SWITCH IN THE TRACKS, 7.74 METERS
 NG0016'(25.4 FT) EAST-NORTHEAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 NG0016'2.04 METERS (6.7 FT) SOUTH-SOUTHEAST OF A TELEGRAPH POLE.
 NG0016'THE MARK IS 0.36 METERS  ENE FROM A WITNESS POST.
 NG0016'THE MARK IS 0.3 M BELOW TRACKS.
 NG0016
 NG0016                          STATION RECOVERY (1988)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0016'RECOVERED IN GOOD CONDITION.
 NG0016
 NG0016                          STATION RECOVERY (1997)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0016'RECOVERED IN GOOD CONDITION.
 NG0016
 NG0016                          STATION RECOVERY (2004)
 NG0016
 NG0016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0006 ***********************************************************************
 OL0006  DESIGNATION -  G 26
 OL0006  PID         -  OL0006
 OL0006  STATE/COUNTY-  MI/OCEANA
 OL0006  COUNTRY     -  US
 OL0006  USGS QUAD   -  PENTWATER (2017)
 OL0006
 OL0006                         *CURRENT SURVEY CONTROL
 OL0006  ______________________________________________________________________
 OL0006* NAD 83(1986) POSITION- 43 46 46.     (N) 086 26 13.     (W)   SCALED
 OL0006* NAVD 88 ORTHO HEIGHT -   179.412 (meters)      588.62  (feet) ADJUSTED
 OL0006  ______________________________________________________________________
 OL0006  GEOID HEIGHT    -        -35.166 (meters)                     GEOID18
 OL0006  DYNAMIC HEIGHT  -        179.378 (meters)      588.51  (feet) COMP
 OL0006  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 OL0006
 OL0006  VERT ORDER      -  FIRST     CLASS II
 OL0006
 OL0006.The horizontal coordinates were scaled from a map and have
 OL0006.an estimated accuracy of +/- 6 seconds.
 OL0006
 OL0006.The orthometric height was determined by differential leveling and
 OL0006.adjusted by the NATIONAL GEODETIC SURVEY
 OL0006.in June 1991.
 OL0006
 OL0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0006.GEOID18 height accuracy estimate available here.
 OL0006
 OL0006.Click photographs - Photos may exist for this station.
 OL0006
 OL0006.The dynamic height is computed by dividing the NAVD 88
 OL0006.geopotential number by the normal gravity value computed on the
 OL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0006.degrees latitude (g = 980.6199 gals.).
 OL0006
 OL0006.The modeled gravity was interpolated from observed gravity values.
 OL0006
 OL0006;                    North         East    Units  Estimated Accuracy
 OL0006;SPC MI S     -   255,260.    3,833,350.      MT  (+/- 180 meters Scaled)
 OL0006
 OL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453475(NAD 83)
 OL0006
 OL0006                          SUPERSEDED SURVEY CONTROL
 OL0006
 OL0006  NGVD 29 (??/??/92)  179.515  (m)          588.96   (f) ADJ UNCH    1 2
 OL0006
 OL0006.Superseded values are not recommended for survey control.
 OL0006
 OL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0006.See file dsdata.pdf to determine how the superseded data were derived.
 OL0006
 OL0006_MARKER: DB = BENCH MARK DISK
 OL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0006_STAMPING: 588.959 G 26 1930
 OL0006_MARK LOGO: CGS
 OL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0006+STABILITY: SURFACE MOTION
 OL0006
 OL0006  HISTORY     - Date     Condition        Report By
 OL0006  HISTORY     - 1930     MONUMENTED       CGS
 OL0006  HISTORY     - 1934     GOOD             CGS
 OL0006  HISTORY     - 1967     GOOD             CGS
 OL0006  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0006  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0006  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0006  HISTORY     - 20030720 MARK NOT FOUND   USPSQD
 OL0006  HISTORY     - 20230710 MARK NOT FOUND   MIDT
 OL0006
 OL0006                          STATION DESCRIPTION
 OL0006
 OL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0006'AT PENTWATER.
 OL0006'AT PENTWATER, OCEANA COUNTY, 1/4 MILE WEST OF THE POST OFFICE,
 OL0006'NEAR THE FORMER LOCATION OF THE CHESAPEAKE AND OHIO RAILWAY
 OL0006'STATION, 32 YARDS SOUTH OF THE BRIDGE STREET BRIDGE OVER A CANAL,
 OL0006'12 YARDS EAST OF THE CENTERLINE OF THE STREET, AND NEAR A POLE.
 OL0006'A STANDARD DISK, STAMPED 588.959 G 26 1930 AND SET IN THE TOP
 OL0006'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OL0006'NOTE-- THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENTS ARE STILL
 OL0006'IN PLACE.  THE MARK IS 30 FEET WEST OF THE WATER EDGE, 7 FEET
 OL0006'SOUTH OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 OL0006'AT THE EAST SIDE AND END OF A GRADED DRIVE, AND PROJECTS 3 INCHES.
 OL0006
 OL0006                          STATION RECOVERY (1967)
 OL0006
 OL0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 OL0006'RECOVERED IN GOOD CONDITION.
 OL0006
 OL0006                          STATION RECOVERY (1984)
 OL0006
 OL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0006'SEARCHED FOR AND NOT RECOVERED THIS DATE, BRIDGE TORN OUT AND ASSUMED
 OL0006'DESTROYED BY BULLDOZER.
 OL0006
 OL0006                          STATION RECOVERY (1994)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0006'MARK NOT FOUND.
 OL0006
 OL0006                          STATION RECOVERY (2001)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0006'MARK NOT FOUND.
 OL0006
 OL0006                          STATION RECOVERY (2003)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0006'MARK NOT FOUND.
 OL0006
 OL0006                          STATION RECOVERY (2023)
 OL0006
 OL0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0161 ***********************************************************************
 PL0161  DESIGNATION -  G 28
 PL0161  PID         -  PL0161
 PL0161  STATE/COUNTY-  MI/CRAWFORD
 PL0161  COUNTRY     -  US
 PL0161  USGS QUAD   -  GRAYLING (2017)
 PL0161
 PL0161                         *CURRENT SURVEY CONTROL
 PL0161  ______________________________________________________________________
 PL0161* NAD 83(1986) POSITION- 44 37 31.43   (N) 084 41 26.97   (W)   HD_HELD1
 PL0161* NAVD 88 ORTHO HEIGHT -   369.684 (meters)     1212.87  (feet) ADJUSTED
 PL0161  ______________________________________________________________________
 PL0161  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 PL0161  DYNAMIC HEIGHT  -        369.631 (meters)     1212.70  (feet) COMP
 PL0161  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PL0161
 PL0161  VERT ORDER      -  FIRST     CLASS II
 PL0161
 PL0161.The horizontal coordinates were determined by differentially corrected
 PL0161.hand held GPS observations or other comparable positioning techniques
 PL0161.and have an estimated accuracy of +/- 3 meters.
 PL0161
 PL0161.The orthometric height was determined by differential leveling and
 PL0161.adjusted by the NATIONAL GEODETIC SURVEY
 PL0161.in June 1991.
 PL0161
 PL0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0161.GEOID18 height accuracy estimate available here.
 PL0161
 PL0161.Click photographs - Photos may exist for this station.
 PL0161
 PL0161.The dynamic height is computed by dividing the NAVD 88
 PL0161.geopotential number by the normal gravity value computed on the
 PL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0161.degrees latitude (g = 980.6199 gals.).
 PL0161
 PL0161.The modeled gravity was interpolated from observed gravity values.
 PL0161
 PL0161;                    North         East    Units  Estimated Accuracy
 PL0161;SPC MI C     -   145,477.8   5,974,277.1     MT  (+/- 3 meters HH1 GPS) 
 PL0161
 PL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8318143931(NAD 83)
 PL0161
 PL0161                          SUPERSEDED SURVEY CONTROL
 PL0161
 PL0161  NGVD 29 (??/??/92)  369.781  (m)         1213.19   (f) ADJ UNCH    1 2
 PL0161
 PL0161.Superseded values are not recommended for survey control.
 PL0161
 PL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0161.See file dsdata.pdf to determine how the superseded data were derived.
 PL0161
 PL0161_MARKER: DB = BENCH MARK DISK
 PL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0161_STAMPING: ELEV 1213.190 FT G 28 1930
 PL0161_MARK LOGO: CGS
 PL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0161+STABILITY: SURFACE MOTION
 PL0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0161+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 PL0161
 PL0161  HISTORY     - Date     Condition        Report By
 PL0161  HISTORY     - 1930     MONUMENTED       CGS
 PL0161  HISTORY     - 1949     GOOD             CGS
 PL0161  HISTORY     - 1976     GOOD             NGS
 PL0161  HISTORY     - 20180611 GOOD             MIDT
 PL0161
 PL0161                          STATION DESCRIPTION
 PL0161
 PL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PL0161'3 MI S FROM GRAYLING.
 PL0161'3.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0161'GRAYLING, CRAWFORD COUNTY, DIRECTLY ACROSS THE TRACK FROM
 PL0161'MILEPOST BC 89-M 93, AND 2 FEET WEST OF THE WEST RIGHT-OF-WAY
 PL0161'FENCE.  A STANDARD DISK, STAMPED ELEV. 1213.190 FT. G 28 1930
 PL0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PL0161'GROUND.  NOTE-- THIS BENCH MARK IS NOT ON THE RAILROAD
 PL0161'RIGHT-OF-WAY.
 PL0161
 PL0161                          STATION RECOVERY (1976)
 PL0161
 PL0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0161'0.5 MILE EAST ON STATE HIGHWAY 72 FROM ITS JUNCTION WITH OLD HIGHWAY
 PL0161'27 IN GRAYLING THEN SOUTH ON ROAD FOR 0.5 MILE TO RAILROAD THEN
 PL0161'SOUTHEAST ALONG NORTHEAST SIDE OF RAILROAD ON TRACK ROAD THEN BEARING
 PL0161'SOUTHWEST FOR 2.7 MILE, ACROSS TRACK AND NORTHEAST OF MILE POST BC 89
 PL0161'AND 2 FEET WEST OF THE RIGHT OF WAY AND 4.5 FEET NORTH OF RIGHT OF
 PL0161'WAY MARKER, RAILROAD IS NEW YORK CENTRAL.
 PL0161
 PL0161                          STATION RECOVERY (2018)
 PL0161
 PL0161'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (PLG)
 PL0161'CARSONITE POST HAS BEEN ADDED TO AID FUTURE RECOVERY.  DESCRIPTION IS
 PL0161'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0393 ***********************************************************************
 OJ0393  DESIGNATION -  G 29
 OJ0393  PID         -  OJ0393
 OJ0393  STATE/COUNTY-  MI/BAY
 OJ0393  COUNTRY     -  US
 OJ0393  USGS QUAD   -  PINCONNING (2017)
 OJ0393
 OJ0393                         *CURRENT SURVEY CONTROL
 OJ0393  ______________________________________________________________________
 OJ0393* NAD 83(1986) POSITION- 43 51 32.     (N) 083 57 46.     (W)   SCALED
 OJ0393* NAVD 88 ORTHO HEIGHT -   181.940 (meters)      596.91  (feet) ADJUSTED
 OJ0393  ______________________________________________________________________
 OJ0393  GEOID HEIGHT    -        -34.863 (meters)                     GEOID18
 OJ0393  DYNAMIC HEIGHT  -        181.907 (meters)      596.81  (feet) COMP
 OJ0393  MODELED GRAVITY -    980,437.8   (mgal)                       NAVD 88
 OJ0393
 OJ0393  VERT ORDER      -  FIRST     CLASS II
 OJ0393
 OJ0393.The horizontal coordinates were scaled from a map and have
 OJ0393.an estimated accuracy of +/- 6 seconds.
 OJ0393
 OJ0393.The orthometric height was determined by differential leveling and
 OJ0393.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0393.in June 1991.
 OJ0393
 OJ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0393.GEOID18 height accuracy estimate available here.
 OJ0393
 OJ0393.Click photographs - Photos may exist for this station.
 OJ0393
 OJ0393.The dynamic height is computed by dividing the NAVD 88
 OJ0393.geopotential number by the normal gravity value computed on the
 OJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0393.degrees latitude (g = 980.6199 gals.).
 OJ0393
 OJ0393.The modeled gravity was interpolated from observed gravity values.
 OJ0393
 OJ0393;                    North         East    Units  Estimated Accuracy
 OJ0393;SPC MI S     -   262,110.    4,032,470.      MT  (+/- 180 meters Scaled)
 OJ0393
 OJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ618604(NAD 83)
 OJ0393
 OJ0393                          SUPERSEDED SURVEY CONTROL
 OJ0393
 OJ0393  NGVD 29 (??/??/92)  182.129  (m)          597.53   (f) ADJ UNCH    1 2
 OJ0393
 OJ0393.Superseded values are not recommended for survey control.
 OJ0393
 OJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0393.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0393
 OJ0393_MARKER: DB = BENCH MARK DISK
 OJ0393_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OJ0393_STAMPING: 597.535 G 29 1930
 OJ0393_MARK LOGO: CGS
 OJ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0393
 OJ0393  HISTORY     - Date     Condition        Report By
 OJ0393  HISTORY     - 1930     MONUMENTED       CGS
 OJ0393  HISTORY     - 1934     GOOD             CGS
 OJ0393  HISTORY     - 1983     GOOD             NGS
 OJ0393  HISTORY     - 19970824 GOOD             USPSQD
 OJ0393
 OJ0393                          STATION DESCRIPTION
 OJ0393
 OJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0393'IN PINCONNING.
 OJ0393'AT THE NORTH EDGE OF PINCONNING, BAY COUNTY, ON THE MICHIGAN
 OJ0393'CENTRAL RAILROAD, IMMEDIATELY NORTH OF THE JUNCTION OF RAILROAD
 OJ0393'SECTIONS 4 AND 5, AT THE CONCRETE BRIDGE OVER PINCONNING RIVER,
 OJ0393'AND IN THE TOP OF THE SOUTH END OF THE WEST WALL.  A STANDARD
 OJ0393'DISK, STAMPED 597.535 G 29 1930.
 OJ0393
 OJ0393                          STATION RECOVERY (1983)
 OJ0393
 OJ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0393'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 OJ0393'LOCATED ABOUT 0.24 KM (0.15 MI) NORTH ALONG THE DETROIT AND MACKINAC
 OJ0393'RAILROAD FROM SECOND STREET CROSSING.
 OJ0393'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 OJ0393
 OJ0393                          STATION RECOVERY (1997)
 OJ0393
 OJ0393'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0458 ***********************************************************************
 RJ0458  DESIGNATION -  G 290
 RJ0458  PID         -  RJ0458
 RJ0458  STATE/COUNTY-  MI/MACKINAC
 RJ0458  COUNTRY     -  US
 RJ0458  USGS QUAD   -  MILAKOKIA LAKE (2017)
 RJ0458
 RJ0458                         *CURRENT SURVEY CONTROL
 RJ0458  ______________________________________________________________________
 RJ0458* NAD 83(1986) POSITION- 46 03 48.0    (N) 085 46 27.1    (W)   HD_HELD2
 RJ0458* NAVD 88 ORTHO HEIGHT -   225.632 (meters)      740.26  (feet) ADJUSTED
 RJ0458  ______________________________________________________________________
 RJ0458  GEOID HEIGHT    -        -34.947 (meters)                     GEOID18
 RJ0458  DYNAMIC HEIGHT  -        225.644 (meters)      740.30  (feet) COMP
 RJ0458  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 RJ0458
 RJ0458  VERT ORDER      -  FIRST     CLASS 0
 RJ0458
 RJ0458.The horizontal coordinates were established by autonomous hand held GPS
 RJ0458.observations and have an estimated accuracy of +/- 10 meters.
 RJ0458
 RJ0458.The orthometric height was determined by differential leveling and
 RJ0458.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0458.in June 1991.
 RJ0458
 RJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0458.GEOID18 height accuracy estimate available here.
 RJ0458
 RJ0458.Click photographs - Photos may exist for this station.
 RJ0458
 RJ0458.The dynamic height is computed by dividing the NAVD 88
 RJ0458.geopotential number by the normal gravity value computed on the
 RJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0458.degrees latitude (g = 980.6199 gals.).
 RJ0458
 RJ0458.The modeled gravity was interpolated from observed gravity values.
 RJ0458
 RJ0458;                    North         East    Units  Estimated Accuracy
 RJ0458;SPC MI N     -   142,998.    8,094,834.      MT  (+/- 10 meters HH2 GPS)
 RJ0458
 RJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9480801814(NAD 83)
 RJ0458
 RJ0458                          SUPERSEDED SURVEY CONTROL
 RJ0458
 RJ0458  NGVD 29 (??/??/92)  225.604  (m)          740.17   (f) ADJ UNCH    1 0
 RJ0458
 RJ0458.Superseded values are not recommended for survey control.
 RJ0458
 RJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0458
 RJ0458_STAMPING: G 290 1938
 RJ0458_MARK LOGO: CGS
 RJ0458
 RJ0458  HISTORY     - Date     Condition        Report By
 RJ0458  HISTORY     - 1938     MONUMENTED       CGS
 RJ0458  HISTORY     - 1972     GOOD             NGS
 RJ0458  HISTORY     - 19950817 GOOD             USPSQD
 RJ0458  HISTORY     - 20201231 MARK NOT FOUND   PROFLN
 RJ0458
 RJ0458                          STATION DESCRIPTION
 RJ0458
 RJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0458'4.7 MI SW FROM GOULD CITY.
 RJ0458'ABOUT 4.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST PAUL AND
 RJ0458'SAULT STE MARIE RAILROAD FROM THE POST OFFICE AT GOULD CITY,
 RJ0458'245 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 RJ0458'ROAD, 53 FEET WEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 RJ0458'CONCRETE BLOCK PUMP HOUSE, 51 1/2 FEET NORTH OF AND ACROSS THE
 RJ0458'TRACK FROM THE PIKE LAKE STATION SIGN, 20.2 FEET NORTHWEST OF
 RJ0458'THE NORTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, SET ON THE TOP
 RJ0458'OF THE SOUTHEAST SIDE OF A 9-BY-9-FOOT ABANDONED CONCRETE BASE
 RJ0458'OF FOUNDATION FOR FORMER WATER TANK, (TANK HAS BEEN REMOVED),
 RJ0458'AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T43N,
 RJ0458'R12W
 RJ0458
 RJ0458                          STATION RECOVERY (1995)
 RJ0458
 RJ0458'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0458'RECOVERED IN GOOD CONDITION.
 RJ0458
 RJ0458                          STATION RECOVERY (2020)
 RJ0458
 RJ0458'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (PNL)
 RJ0458'MARK SHOULD BE CONSIDERED DESTROYED.  FROM THE 1972 STATION
 RJ0458'DESCRIPTION, THE 9-BY-9-FOOT ABANDONED CONCRETE BASE OF FOUNDATION FOR
 RJ0458'FORMER WATER TANK AND THE ABANDONED CONCRETE BLOCK PUMP HOUSE ARE BOTH
 RJ0458'IN PLACE.  THE RAILROAD IS STILL ACTIVE (CANADIAN NATIONAL RAILWAY).
 RJ0458'THE PIKE LAKE STATION SIGN IS NO LONGER THERE.
 RJ0458'
 RJ0458'AT THE STATION LOCATION FOUND A CARSONITE WITNESS POST SET ALONGSIDE
 RJ0458'THE SOUTHEAST EDGE OF THE CONCRETE FOUNDATION OF THE FORMER WATER
 RJ0458'TANK.  MEASURING FROM THE SOUTHWEST CORNER OF THE ABANDONED PUMP HOUSE
 RJ0458'AND THE NORTHWEST RAIL, USING THE 1972 MEASUREMENTS, PLACED THE
 RJ0458'LOCATION OF THE MARK ADJACENT TO THE CARSONITE WITNESS POST.  THE
 RJ0458'CONCRETE ON TOP OF THE FOUNDATION IS DETERIORATING IN THIS AREA.  AT A
 RJ0458'POINT 0.4 FT (12 CM) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 RJ0458'FOUNDATION THERE WAS EVIDENCE AS TO WHERE THE DISK WAS LOCATED IN THE
 RJ0458'DETERIORATING CONCRETE, INCLUDING THE HOLE FROM THE STEM OF THE DISK.
 RJ0458'DID NOT FIND THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0638 ***********************************************************************
 RJ0638  DESIGNATION -  G 293
 RJ0638  PID         -  RJ0638
 RJ0638  STATE/COUNTY-  MI/CHIPPEWA
 RJ0638  COUNTRY     -  US
 RJ0638  USGS QUAD   -  PICKFORD (2017)
 RJ0638
 RJ0638                         *CURRENT SURVEY CONTROL
 RJ0638  ______________________________________________________________________
 RJ0638* NAD 83(1986) POSITION- 46 09 49.     (N) 084 19 16.     (W)   SCALED
 RJ0638* NAVD 88 ORTHO HEIGHT -   191.643 (meters)      628.75  (feet) ADJUSTED
 RJ0638  ______________________________________________________________________
 RJ0638  GEOID HEIGHT    -        -36.267 (meters)                     GEOID18
 RJ0638  DYNAMIC HEIGHT  -        191.650 (meters)      628.77  (feet) COMP
 RJ0638  MODELED GRAVITY -    980,648.3   (mgal)                       NAVD 88
 RJ0638
 RJ0638  VERT ORDER      -  FIRST     CLASS 0
 RJ0638
 RJ0638.The horizontal coordinates were scaled from a map and have
 RJ0638.an estimated accuracy of +/- 6 seconds.
 RJ0638
 RJ0638.The orthometric height was determined by differential leveling and
 RJ0638.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0638.in June 1991.
 RJ0638
 RJ0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0638.GEOID18 height accuracy estimate available here.
 RJ0638
 RJ0638.Click photographs - Photos may exist for this station.
 RJ0638
 RJ0638.The dynamic height is computed by dividing the NAVD 88
 RJ0638.geopotential number by the normal gravity value computed on the
 RJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0638.degrees latitude (g = 980.6199 gals.).
 RJ0638
 RJ0638.The modeled gravity was interpolated from observed gravity values.
 RJ0638
 RJ0638;                    North         East    Units  Estimated Accuracy
 RJ0638;SPC MI N     -   156,910.    8,206,840.      MT  (+/- 180 meters Scaled)
 RJ0638
 RJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068157(NAD 83)
 RJ0638
 RJ0638                          SUPERSEDED SURVEY CONTROL
 RJ0638
 RJ0638.No superseded survey control is available for this station.
 RJ0638
 RJ0638_MARKER: I = METAL ROD
 RJ0638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0638_STAMPING: G 293 1983
 RJ0638_MARK LOGO: NGS
 RJ0638_PROJECTION: FLUSH
 RJ0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0638+STABILITY: POSITION/ELEVATION WELL
 RJ0638_ROD/PIPE-DEPTH: 31.1 meters
 RJ0638_SLEEVE-DEPTH  : 6.09 meters
 RJ0638
 RJ0638  HISTORY     - Date     Condition        Report By
 RJ0638  HISTORY     - 1983     MONUMENTED       NGS
 RJ0638
 RJ0638                          STATION DESCRIPTION
 RJ0638
 RJ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0638'13.8 KM (8.6 MI) NW FROM STALWART.
 RJ0638'5.0 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE
 RJ0638'IN STALWART, THENCE 3.45 KM (2.15 MI) NORTH ALONG FAIRVIEW ROAD,
 RJ0638'THENCE 4.8 KM (3.0 MI) WEST ALONG GOGOMAIN ROAD, THENCE 0.55 KM
 RJ0638'(0.35 MI) NORTH ALONG PENNINGTON ROAD, SET IN THE LAWN AT THE
 RJ0638'NORTHWEST CORNER OF THE HOWARD PENNINGTON HOME, ALSO, 13.1 KM (8.1 MI)
 RJ0638'SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0638'1.6 KM (1.0 MI) WEST ALONG 22 MILE ROAD, THENCE 2.7 KM (1.7 MI) SOUTH
 RJ0638'ALONG PENNINGTON ROAD, 38.1 METERS (125.0 FT) EAST OF THE CENTER OF
 RJ0638'PENNINGTON ROAD, 11.58 METERS (38.0 FT) NORTH OF THE CENTER OF THE
 RJ0638'DRIVEWAY, 26.0 METERS (85.3 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 RJ0638'5.33 METERS (17.5 FT) NORTH OF THE CENTER OF THE MAIN DOOR ON THE WEST
 RJ0638'SIDE OF THE HOUSE, 1.83 METERS (6.0 FT) SOUTHWEST OF THE NORTHWEST
 RJ0638'CORNER OF THE HOUSE, AND 1.64 METERS (5.4 FT) WEST OF THE WEST FACE OF
 RJ0638'THE HOUSE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 RJ0638'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0394 ***********************************************************************
 QK0394  DESIGNATION -  G 294
 QK0394  PID         -  QK0394
 QK0394  STATE/COUNTY-  MI/CHIPPEWA
 QK0394  COUNTRY     -  US
 QK0394  USGS QUAD   -  ALBANY ISLAND (2017)
 QK0394
 QK0394                         *CURRENT SURVEY CONTROL
 QK0394  ______________________________________________________________________
 QK0394* NAD 83(1986) POSITION- 45 59 42.     (N) 084 01 10.     (W)   SCALED
 QK0394* NAVD 88 ORTHO HEIGHT -   198.177 (meters)      650.19  (feet) ADJUSTED
 QK0394  ______________________________________________________________________
 QK0394  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 QK0394  DYNAMIC HEIGHT  -        198.181 (meters)      650.20  (feet) COMP
 QK0394  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 QK0394
 QK0394  VERT ORDER      -  FIRST     CLASS 0
 QK0394
 QK0394.The horizontal coordinates were scaled from a map and have
 QK0394.an estimated accuracy of +/- 6 seconds.
 QK0394
 QK0394.The orthometric height was determined by differential leveling and
 QK0394.adjusted by the NATIONAL GEODETIC SURVEY
 QK0394.in June 1991.
 QK0394
 QK0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0394.GEOID18 height accuracy estimate available here.
 QK0394
 QK0394.Click photographs - Photos may exist for this station.
 QK0394
 QK0394.The dynamic height is computed by dividing the NAVD 88
 QK0394.geopotential number by the normal gravity value computed on the
 QK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0394.degrees latitude (g = 980.6199 gals.).
 QK0394
 QK0394.The modeled gravity was interpolated from observed gravity values.
 QK0394
 QK0394;                    North         East    Units  Estimated Accuracy
 QK0394;SPC MI N     -   139,010.    8,230,830.      MT  (+/- 180 meters Scaled)
 QK0394
 QK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR308978(NAD 83)
 QK0394
 QK0394                          SUPERSEDED SURVEY CONTROL
 QK0394
 QK0394.No superseded survey control is available for this station.
 QK0394
 QK0394_MARKER: DV = VERTICAL CONTROL DISK
 QK0394_SETTING: 66 = SET IN ROCK OUTCROP
 QK0394_STAMPING: G 294 1983
 QK0394_MARK LOGO: NGS
 QK0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0394+STABILITY: POSITION/ELEVATION WELL
 QK0394
 QK0394  HISTORY     - Date     Condition        Report By
 QK0394  HISTORY     - 1983     MONUMENTED       NGS
 QK0394  HISTORY     - 19940728 GOOD             USPSQD
 QK0394  HISTORY     - 20010331 GOOD             NGS
 QK0394
 QK0394                          STATION DESCRIPTION
 QK0394
 QK0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0394'9.9 KM (6.15 MI) WEST FROM DE TOUR VILLAGE.
 QK0394'9.9 KM (6.15 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QK0394'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QK0394'AT A PRIVATE GRAVEL DRIVEWAY LEADING NORTH-NORTHEAST TO THE JEFF HINEY
 QK0394'RESIDENCE, SET IN A FLAT AREA OF BEDROCK, 13.89 METERS (45.6 FT)
 QK0394'NORTH-NORTHEAST OF THE CENTER OF SOUTH CARIBOU DRIVE, 9.66 METERS
 QK0394'(31.7 FT) EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL DRIVEWAY, AND
 QK0394'46.32 METERS (152.0 FT) SOUTHWEST OF POWERLINE POLE NUMBER GT 4 27 23
 QK0394'WITH TRANSFORMER AND TWO GUY WIRES ATTACHED.
 QK0394'THE MARK IS 1.43 METERS  WNW FROM A WITNESS POST.
 QK0394'THE MARK IS 0.6 M BELOW DRIVEWAY.
 QK0394
 QK0394                          STATION RECOVERY (1994)
 QK0394
 QK0394'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0394'RECOVERED IN GOOD CONDITION.
 QK0394
 QK0394                          STATION RECOVERY (2001)
 QK0394
 QK0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0627 ***********************************************************************
 RJ0627  DESIGNATION -  G 296
 RJ0627  PID         -  RJ0627
 RJ0627  STATE/COUNTY-  MI/CHIPPEWA
 RJ0627  COUNTRY     -  US
 RJ0627  USGS QUAD   -  BARBEAU (2017)
 RJ0627
 RJ0627                         *CURRENT SURVEY CONTROL
 RJ0627  ______________________________________________________________________
 RJ0627* NAD 83(1986) POSITION- 46 19 48.     (N) 084 16 50.     (W)   SCALED
 RJ0627* NAVD 88 ORTHO HEIGHT -   191.562 (meters)      628.48  (feet) ADJUSTED
 RJ0627  ______________________________________________________________________
 RJ0627  GEOID HEIGHT    -        -36.502 (meters)                     GEOID18
 RJ0627  DYNAMIC HEIGHT  -        191.572 (meters)      628.52  (feet) COMP
 RJ0627  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0627
 RJ0627  VERT ORDER      -  FIRST     CLASS 0
 RJ0627
 RJ0627.The horizontal coordinates were scaled from a map and have
 RJ0627.an estimated accuracy of +/- 6 seconds.
 RJ0627
 RJ0627.The orthometric height was determined by differential leveling and
 RJ0627.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0627.in June 1991.
 RJ0627
 RJ0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0627.GEOID18 height accuracy estimate available here.
 RJ0627
 RJ0627.Click photographs - Photos may exist for this station.
 RJ0627
 RJ0627.The dynamic height is computed by dividing the NAVD 88
 RJ0627.geopotential number by the normal gravity value computed on the
 RJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0627.degrees latitude (g = 980.6199 gals.).
 RJ0627
 RJ0627.The modeled gravity was interpolated from observed gravity values.
 RJ0627
 RJ0627;                    North         East    Units  Estimated Accuracy
 RJ0627;SPC MI N     -   175,490.    8,209,340.      MT  (+/- 180 meters Scaled)
 RJ0627
 RJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS093343(NAD 83)
 RJ0627
 RJ0627                          SUPERSEDED SURVEY CONTROL
 RJ0627
 RJ0627.No superseded survey control is available for this station.
 RJ0627
 RJ0627_MARKER: I = METAL ROD
 RJ0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0627_STAMPING: G 296 1983
 RJ0627_MARK LOGO: NGS
 RJ0627_PROJECTION: FLUSH
 RJ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0627_ROD/PIPE-DEPTH: 11.0 meters
 RJ0627
 RJ0627  HISTORY     - Date     Condition        Report By
 RJ0627  HISTORY     - 1983     MONUMENTED       NGS
 RJ0627
 RJ0627                          STATION DESCRIPTION
 RJ0627
 RJ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0627'4.3 KM (2.7 MI) NORTH FROM BARBEAU.
 RJ0627'4.3 KM (2.7 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0627'BARBEAU, SET ON THE EAST SIDE OF THE ROAD, 16.0 METERS (52.5 FT) EAST
 RJ0627'OF THE CENTERLINE OF THE ROAD, 17.9 METERS (58.8 FT) WEST-NORTHWEST OF
 RJ0627'THE SOUTHWEST CORNER OF A ONE STORY HOUSE, 13.8 METERS (45.2 FT)
 RJ0627'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A ONE STORY HOUSE, AND
 RJ0627'2.8 METERS (9.2 FT) NORTH OF TELEPHONE JUNCTION BOX NUMBER 343 B.
 RJ0627'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0627'THE MARK IS 0.9 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0667 ***********************************************************************
 RJ0667  DESIGNATION -  G 297
 RJ0667  PID         -  RJ0667
 RJ0667  STATE/COUNTY-  MI/CHIPPEWA
 RJ0667  COUNTRY     -  US
 RJ0667  USGS QUAD   -  BARBEAU (2017)
 RJ0667
 RJ0667                         *CURRENT SURVEY CONTROL
 RJ0667  ______________________________________________________________________
 RJ0667* NAD 83(1986) POSITION- 46 17 21.     (N) 084 15 34.     (W)   SCALED
 RJ0667* NAVD 88 ORTHO HEIGHT -   207.268 (meters)      680.01  (feet) ADJUSTED
 RJ0667  ______________________________________________________________________
 RJ0667  GEOID HEIGHT    -        -36.457 (meters)                     GEOID18
 RJ0667  DYNAMIC HEIGHT  -        207.279 (meters)      680.05  (feet) COMP
 RJ0667  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 RJ0667
 RJ0667  VERT ORDER      -  FIRST     CLASS 0
 RJ0667
 RJ0667.The horizontal coordinates were scaled from a map and have
 RJ0667.an estimated accuracy of +/- 6 seconds.
 RJ0667
 RJ0667.The orthometric height was determined by differential leveling and
 RJ0667.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0667.in June 1991.
 RJ0667
 RJ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0667.GEOID18 height accuracy estimate available here.
 RJ0667
 RJ0667.Click photographs - Photos may exist for this station.
 RJ0667
 RJ0667.The dynamic height is computed by dividing the NAVD 88
 RJ0667.geopotential number by the normal gravity value computed on the
 RJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0667.degrees latitude (g = 980.6199 gals.).
 RJ0667
 RJ0667.The modeled gravity was interpolated from observed gravity values.
 RJ0667
 RJ0667;                    North         East    Units  Estimated Accuracy
 RJ0667;SPC MI N     -   171,010.    8,211,120.      MT  (+/- 180 meters Scaled)
 RJ0667
 RJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS110298(NAD 83)
 RJ0667
 RJ0667                          SUPERSEDED SURVEY CONTROL
 RJ0667
 RJ0667.No superseded survey control is available for this station.
 RJ0667
 RJ0667_MARKER: I = METAL ROD
 RJ0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0667_STAMPING: G 297 1983
 RJ0667_MARK LOGO: NGS
 RJ0667_PROJECTION: FLUSH
 RJ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0667_ROD/PIPE-DEPTH: 4.7 meters
 RJ0667
 RJ0667  HISTORY     - Date     Condition        Report By
 RJ0667  HISTORY     - 1983     MONUMENTED       NGS
 RJ0667
 RJ0667                          STATION DESCRIPTION
 RJ0667
 RJ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0667'1.6 KM (1.0 MI) EAST FROM BARBEAU.
 RJ0667'1.6 KM (1.0 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN
 RJ0667'BARBEAU, ON A LOW HILL AND ABOUT 2.7 METERS (9.0 FT) WEST OF AN
 RJ0667'EXTENDED LINE OF THE WEST FACE OF AN ABANDONED FRAME FARM HOUSE ON THE
 RJ0667'SOUTH SIDE OF THE ROAD, 13.6 METERS (44.5 FT) NORTH OF THE CENTERLINE
 RJ0667'OF THE ROAD, 32.7 METERS (107.4 FT) NORTH-NORTHEAST OF BENCH MARK
 RJ0667'UTILITY, 7.6 METERS (24.8 FT) EAST OF THE APPROXIMATE CENTER OF A
 RJ0667'WOODS ROAD, AND 32.8 METERS (107.5 FT) NORTH-NORTHEAST AND ACROSS ROAD
 RJ0667'FROM POWERLINE POLE NUMBER DR 2-207.  NOTE, DRIVEN TO REFUSAL.
 RJ0667'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 RJ0667'THE MARK IS 0.61 M ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0690 ***********************************************************************
 RJ0690  DESIGNATION -  G 297 X
 RJ0690  PID         -  RJ0690
 RJ0690  STATE/COUNTY-  MI/CHIPPEWA
 RJ0690  COUNTRY     -  US
 RJ0690  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0690
 RJ0690                         *CURRENT SURVEY CONTROL
 RJ0690  ______________________________________________________________________
 RJ0690* NAD 83(1986) POSITION- 46 28 22.     (N) 084 11 46.     (W)   SCALED
 RJ0690* NAVD 88 ORTHO HEIGHT -   226.770 (meters)      743.99  (feet) ADJUSTED
 RJ0690  ______________________________________________________________________
 RJ0690  GEOID HEIGHT    -        -36.715 (meters)                     GEOID18
 RJ0690  DYNAMIC HEIGHT  -        226.783 (meters)      744.04  (feet) COMP
 RJ0690  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 RJ0690
 RJ0690  VERT ORDER      -  FIRST     CLASS 0
 RJ0690
 RJ0690.The horizontal coordinates were scaled from a map and have
 RJ0690.an estimated accuracy of +/- 6 seconds.
 RJ0690
 RJ0690.The orthometric height was determined by differential leveling and
 RJ0690.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0690.in June 1991.
 RJ0690
 RJ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0690.GEOID18 height accuracy estimate available here.
 RJ0690
 RJ0690.Click photographs - Photos may exist for this station.
 RJ0690
 RJ0690.The dynamic height is computed by dividing the NAVD 88
 RJ0690.geopotential number by the normal gravity value computed on the
 RJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0690.degrees latitude (g = 980.6199 gals.).
 RJ0690
 RJ0690.The modeled gravity was interpolated from observed gravity values.
 RJ0690
 RJ0690;                    North         East    Units  Estimated Accuracy
 RJ0690;SPC MI N     -   191,580.    8,215,280.      MT  (+/- 180 meters Scaled)
 RJ0690
 RJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS152503(NAD 83)
 RJ0690
 RJ0690                          SUPERSEDED SURVEY CONTROL
 RJ0690
 RJ0690.No superseded survey control is available for this station.
 RJ0690
 RJ0690_MARKER: I = METAL ROD
 RJ0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0690_STAMPING: G 297 X 1983
 RJ0690_MARK LOGO: NGS
 RJ0690_PROJECTION: FLUSH
 RJ0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0690_ROD/PIPE-DEPTH: 3.6 meters
 RJ0690
 RJ0690  HISTORY     - Date     Condition        Report By
 RJ0690  HISTORY     - 1983     MONUMENTED       NGS
 RJ0690
 RJ0690                          STATION DESCRIPTION
 RJ0690
 RJ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0690'8.2 KM (5.1 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0690'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0690'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0690'0.3 KM (0.2 MI) SOUTH ON TOWNLINE ROAD TO THE MARK ON THE LEFT,
 RJ0690'9.8 METERS (32.0 FT) EAST OF THE CENTER OF TOWNLINE ROAD, AND
 RJ0690'3.7 METERS (12.2 FT ) SOUTH OF THE SOUTHWEST CORNER OF A GARAGE.
 RJ0690'NOTE, ROD DRIVEN TO REFUSAL, ALSO THE DATUM POINT IS STAMPED G 297.
 RJ0690'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 RJ0690'THE MARK IS ABOVE LEVEL WITH TOWNLINE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0409 ***********************************************************************
 QK0409  DESIGNATION -  G 298
 QK0409  PID         -  QK0409
 QK0409  STATE/COUNTY-  MI/MACKINAC
 QK0409  COUNTRY     -  US
 QK0409  USGS QUAD   -  CEDARVILLE (2017)
 QK0409
 QK0409                         *CURRENT SURVEY CONTROL
 QK0409  ______________________________________________________________________
 QK0409* NAD 83(1986) POSITION- 45 59 58.     (N) 084 20 37.     (W)   SCALED
 QK0409* NAVD 88 ORTHO HEIGHT -   182.325 (meters)      598.18  (feet) ADJUSTED
 QK0409  ______________________________________________________________________
 QK0409  GEOID HEIGHT    -        -36.058 (meters)                     GEOID18
 QK0409  DYNAMIC HEIGHT  -        182.332 (meters)      598.20  (feet) COMP
 QK0409  MODELED GRAVITY -    980,647.0   (mgal)                       NAVD 88
 QK0409
 QK0409  VERT ORDER      -  FIRST     CLASS 0
 QK0409
 QK0409.The horizontal coordinates were scaled from a map and have
 QK0409.an estimated accuracy of +/- 6 seconds.
 QK0409
 QK0409.The orthometric height was determined by differential leveling and
 QK0409.adjusted by the NATIONAL GEODETIC SURVEY
 QK0409.in June 1991.
 QK0409
 QK0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0409.GEOID18 height accuracy estimate available here.
 QK0409
 QK0409.Click photographs - Photos may exist for this station.
 QK0409
 QK0409.The dynamic height is computed by dividing the NAVD 88
 QK0409.geopotential number by the normal gravity value computed on the
 QK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0409.degrees latitude (g = 980.6199 gals.).
 QK0409
 QK0409.The modeled gravity was interpolated from observed gravity values.
 QK0409
 QK0409;                    North         East    Units  Estimated Accuracy
 QK0409;SPC MI N     -   138,610.    8,205,720.      MT  (+/- 180 meters Scaled)
 QK0409
 QK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR056974(NAD 83)
 QK0409
 QK0409                          SUPERSEDED SURVEY CONTROL
 QK0409
 QK0409.No superseded survey control is available for this station.
 QK0409
 QK0409_MARKER: I = METAL ROD
 QK0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0409_STAMPING: G 298 1983
 QK0409_MARK LOGO: NGS
 QK0409_PROJECTION: RECESSED 5 CENTIMETERS
 QK0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0409_ROD/PIPE-DEPTH: 6.30 meters
 QK0409
 QK0409  HISTORY     - Date     Condition        Report By
 QK0409  HISTORY     - 1983     MONUMENTED       NGS
 QK0409  HISTORY     - 19940728 GOOD             USPSQD
 QK0409  HISTORY     - 19950712 GOOD             USPSQD
 QK0409  HISTORY     - 20010331 GOOD             NGS
 QK0409
 QK0409                          STATION DESCRIPTION
 QK0409
 QK0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0409'1.4 KM (0.9 MI) EAST FROM CEDARVILLE.
 QK0409'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0409'STATE HIGHWAY 129 IN CEDARVILLE, AT A GRAVELED ROAD LEADING SOUTH TO
 QK0409'THE ISLAND VIEW RESORT, 20.7 METERS (68.0 FT) SOUTH OF THE CENTERLINE
 QK0409'OF THE HIGHWAY, 6.4 METERS (21.0 FT) WEST OF THE CENTER OF THE
 QK0409'GRAVELED ROAD, 7.5 METERS (24.8 FT) EAST OF THE CLOSER ONE OF TWO GUY
 QK0409'WIRE CABLES TO POLE NUMBER GT 4261, 5.7 METERS (19.0 FT) NORTH OF THE
 QK0409'CLOSER ONE OF TWO GUY WIRE CABLES TO POLE NUMBER GT 4261, AND
 QK0409'1.03 METERS (3.4 FT) SOUTH OF POWERLINE POLE NUMBER GT 4261.
 QK0409'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QK0409'THE MARK IS 0.3 M BELOW GRAVELED ROAD.
 QK0409
 QK0409                          STATION RECOVERY (1994)
 QK0409
 QK0409'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0409'RECOVERED IN GOOD CONDITION.
 QK0409
 QK0409                          STATION RECOVERY (1995)
 QK0409
 QK0409'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0409'RECOVERED IN GOOD CONDITION.
 QK0409
 QK0409                          STATION RECOVERY (2001)
 QK0409
 QK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0678 ***********************************************************************
 RJ0678  DESIGNATION -  G 299
 RJ0678  PID         -  RJ0678
 RJ0678  STATE/COUNTY-  MI/CHIPPEWA
 RJ0678  COUNTRY     -  US
 RJ0678  USGS QUAD   -  OAK RIDGE (2017)
 RJ0678
 RJ0678                         *CURRENT SURVEY CONTROL
 RJ0678  ______________________________________________________________________
 RJ0678* NAD 83(1986) POSITION- 46 20 11.     (N) 084 07 31.     (W)   SCALED
 RJ0678* NAVD 88 ORTHO HEIGHT -   194.547 (meters)      638.28  (feet) ADJUSTED
 RJ0678  ______________________________________________________________________
 RJ0678  GEOID HEIGHT    -        -36.621 (meters)                     GEOID18
 RJ0678  DYNAMIC HEIGHT  -        194.558 (meters)      638.31  (feet) COMP
 RJ0678  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 RJ0678
 RJ0678  VERT ORDER      -  FIRST     CLASS 0
 RJ0678
 RJ0678.The horizontal coordinates were scaled from a map and have
 RJ0678.an estimated accuracy of +/- 6 seconds.
 RJ0678
 RJ0678.The orthometric height was determined by differential leveling and
 RJ0678.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0678.in June 1991.
 RJ0678
 RJ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0678.GEOID18 height accuracy estimate available here.
 RJ0678
 RJ0678.Click photographs - Photos may exist for this station.
 RJ0678
 RJ0678.The dynamic height is computed by dividing the NAVD 88
 RJ0678.geopotential number by the normal gravity value computed on the
 RJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0678.degrees latitude (g = 980.6199 gals.).
 RJ0678
 RJ0678.The modeled gravity was interpolated from observed gravity values.
 RJ0678
 RJ0678;                    North         East    Units  Estimated Accuracy
 RJ0678;SPC MI N     -   176,630.    8,221,260.      MT  (+/- 180 meters Scaled)
 RJ0678
 RJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS212354(NAD 83)
 RJ0678
 RJ0678                          SUPERSEDED SURVEY CONTROL
 RJ0678
 RJ0678.No superseded survey control is available for this station.
 RJ0678
 RJ0678_MARKER: I = METAL ROD
 RJ0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0678_STAMPING: G 299 1983
 RJ0678_MARK LOGO: NGS
 RJ0678_PROJECTION: FLUSH
 RJ0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0678_ROD/PIPE-DEPTH: 4.9 meters
 RJ0678
 RJ0678  HISTORY     - Date     Condition        Report By
 RJ0678  HISTORY     - 1983     MONUMENTED       NGS
 RJ0678
 RJ0678                          STATION DESCRIPTION
 RJ0678
 RJ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0678'30.55 KM (19.0 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0678'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0678'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0678'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO THE JUNCTION OF 3 MILE
 RJ0678'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD TO THE JUNCTION OF
 RJ0678'HOMESTEAD ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO
 RJ0678'THE JUNCTION OF 6 MILE ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE
 RJ0678'ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 13.1 KM (8.15 MI) SOUTH
 RJ0678'ALONG HOMESTEAD ROAD TO THE MARK ON THE LEFT, 11.1 METERS (36.5 FT)
 RJ0678'NORTH OF THE CENTER OF HOMESTEAD ROAD, 12.1 METERS (39.8 FT) EAST OF
 RJ0678'CENTER OF A DRIVE LEADING NORTH, 2.9 METERS (9.4 FT) SOUTHEAST OF A
 RJ0678'POWERLINE POLE, AND 2.5 METERS (8.2 FT) EAST-SOUTHEAST OF A TELEPHONE
 RJ0678'JUNCTION BOX.  NOTE ROD DRIVEN TO REFUSAL.
 RJ0678'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 RJ0678'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0537 ***********************************************************************
 QK0537  DESIGNATION -  G 301
 QK0537  PID         -  QK0537
 QK0537  STATE/COUNTY-  MI/CHEBOYGAN
 QK0537  COUNTRY     -  US
 QK0537  USGS QUAD   -  CHEBOYGAN (2017)
 QK0537
 QK0537                         *CURRENT SURVEY CONTROL
 QK0537  ______________________________________________________________________
 QK0537* NAD 83(1986) POSITION- 45 39 03.4    (N) 084 22 57.2    (W)   HD_HELD1
 QK0537* NAVD 88 ORTHO HEIGHT -   203.543 (meters)      667.79  (feet) ADJUSTED
 QK0537  ______________________________________________________________________
 QK0537  GEOID HEIGHT    -        -36.177 (meters)                     GEOID18
 QK0537  DYNAMIC HEIGHT  -        203.540 (meters)      667.78  (feet) COMP
 QK0537  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 QK0537
 QK0537  VERT ORDER      -  FIRST     CLASS II
 QK0537
 QK0537.The horizontal coordinates were determined by differentially corrected
 QK0537.hand held GPS observations or other comparable positioning techniques
 QK0537.and have an estimated accuracy of +/- 3 meters.
 QK0537
 QK0537.The orthometric height was determined by differential leveling and
 QK0537.adjusted by the NATIONAL GEODETIC SURVEY
 QK0537.in June 1991.
 QK0537
 QK0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0537.GEOID18 height accuracy estimate available here.
 QK0537
 QK0537.Click photographs - Photos may exist for this station.
 QK0537
 QK0537.The dynamic height is computed by dividing the NAVD 88
 QK0537.geopotential number by the normal gravity value computed on the
 QK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0537.degrees latitude (g = 980.6199 gals.).
 QK0537
 QK0537.The modeled gravity was interpolated from observed gravity values.
 QK0537
 QK0537;                    North         East    Units  Estimated Accuracy
 QK0537;SPC MI C     -   259,392.4   5,998,761.5     MT  (+/- 3 meters HH1 GPS) 
 QK0537
 QK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0394358598(NAD 83)
 QK0537
 QK0537                          SUPERSEDED SURVEY CONTROL
 QK0537
 QK0537.No superseded survey control is available for this station.
 QK0537
 QK0537_MARKER: F = FLANGE-ENCASED ROD
 QK0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0537_STAMPING: G 301 1983
 QK0537_MARK LOGO: NGS
 QK0537_PROJECTION: FLUSH
 QK0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0537+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 QK0537_ROD/PIPE-DEPTH: 7.31 meters
 QK0537
 QK0537  HISTORY     - Date     Condition        Report By
 QK0537  HISTORY     - 1983     MONUMENTED       NGS
 QK0537  HISTORY     - 20080507 GOOD             MIDT
 QK0537  HISTORY     - 20180625 GOOD             SURVSL
 QK0537
 QK0537                          STATION DESCRIPTION
 QK0537
 QK0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0537'8.8 KM (5.5 MI) EAST FROM CHEBOYGAN.
 QK0537'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0537'THE POST OFFICE IN CHEBOYGAN, THENCE 8.4 KM (5.25 MI) EAST ALONG U.S.
 QK0537'HIGHWAY 23 (STATE STREET) ABOUT 0.2 KM (0.1 MI) BEFORE REACHING THE
 QK0537'TOP OF A HILL AT A TRACK ROAD LEADING SOUTH THEN SOUTHEAST SET BY A
 QK0537'LONE TELEPHONE POLE NUMBERED 31 44, 22.09 METERS (72.5 FT) SOUTH OF
 QK0537'THE CENTERLINE OF HIGHWAY 23, 16.15 METERS (53.0 FT) WEST OF THE TRACK
 QK0537'ROAD LEADING SOUTHEAST, 45.41 METERS (149.0 FT) WEST-SOUTHWEST AND
 QK0537'ACROSS THE HIGHWAY FROM THE WEST END OF A METAL GUARDRAIL ON THE NORTH
 QK0537'SIDE OF THE HIGHWAY, 0.73 METER (2.4 FT) WEST-NORTHWEST OF A TELEPHONE
 QK0537'POLE NUMBERED 31 44 WITH A JUNCTION BOX, AND 70.40 METERS (231.0 FT)
 QK0537'EAST-SOUTHEAST OF D. KWIATKOWSKI MAIL BOX NUMBERED 5408 AT THE EAST
 QK0537'ONE OF TWO DRIVEWAYS.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED AT
 QK0537'THIS DEPTH.
 QK0537'THE MARK IS 0.27 METERS  ESE FROM A WITNESS POST.
 QK0537'THE MARK IS 1.2 M BELOW HIGHWAY 23.
 QK0537
 QK0537                          STATION RECOVERY (2008)
 QK0537
 QK0537'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (JGC)
 QK0537'RECOVERED IN GOOD CONDITION.
 QK0537'TO REACH FROM THE INTERSECTION OF MICHIGAN STATE HIGHWAY ROUTE 27
 QK0537'(M-27) AND UNITED STATES HIGHWAY ROUTE 23 (US-23) GO SOUTHEASTERLY
 QK0537'7.86 KM (4.89 MI)TO STATION ON RIGHT.  IT IS 0.73 METERS
 QK0537'WEST-NORTHWEST FROM A TELEPHONE POLE CUT OF 1 METER ABOVE GROUND AND
 QK0537'ADJACENT TO TELEPHONE PEDESTAL 31-44.
 QK0537'GPS OBSERVABLE WITH PLANING AND NO LEAVES PRESENT.
 QK0537
 QK0537                          STATION RECOVERY (2018)
 QK0537
 QK0537'RECOVERY NOTE BY SURVEYING SOLUTIONS INC 2018 (BE)
 QK0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0496 ***********************************************************************
 QK0496  DESIGNATION -  G 302
 QK0496  PID         -  QK0496
 QK0496  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0496  COUNTRY     -  US
 QK0496  USGS QUAD   -  OCQUEOC (2017)
 QK0496
 QK0496                         *CURRENT SURVEY CONTROL
 QK0496  ______________________________________________________________________
 QK0496* NAD 83(1986) POSITION- 45 29 30.     (N) 084 01 28.     (W)   SCALED
 QK0496* NAVD 88 ORTHO HEIGHT -   204.429 (meters)      670.70  (feet) ADJUSTED
 QK0496  ______________________________________________________________________
 QK0496  GEOID HEIGHT    -        -36.639 (meters)                     GEOID18
 QK0496  DYNAMIC HEIGHT  -        204.421 (meters)      670.67  (feet) COMP
 QK0496  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 QK0496
 QK0496  VERT ORDER      -  FIRST     CLASS II
 QK0496
 QK0496.The horizontal coordinates were scaled from a map and have
 QK0496.an estimated accuracy of +/- 6 seconds.
 QK0496
 QK0496.The orthometric height was determined by differential leveling and
 QK0496.adjusted by the NATIONAL GEODETIC SURVEY
 QK0496.in June 1991.
 QK0496
 QK0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0496.GEOID18 height accuracy estimate available here.
 QK0496
 QK0496.Click photographs - Photos may exist for this station.
 QK0496
 QK0496.The dynamic height is computed by dividing the NAVD 88
 QK0496.geopotential number by the normal gravity value computed on the
 QK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0496.degrees latitude (g = 980.6199 gals.).
 QK0496
 QK0496.The modeled gravity was interpolated from observed gravity values.
 QK0496
 QK0496;                    North         East    Units  Estimated Accuracy
 QK0496;SPC MI C     -   241,750.    6,026,750.      MT  (+/- 180 meters Scaled)
 QK0496
 QK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR325418(NAD 83)
 QK0496
 QK0496                          SUPERSEDED SURVEY CONTROL
 QK0496
 QK0496.No superseded survey control is available for this station.
 QK0496
 QK0496_MARKER: F = FLANGE-ENCASED ROD
 QK0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0496_STAMPING: G 302 1983
 QK0496_MARK LOGO: NGS
 QK0496_PROJECTION: FLUSH
 QK0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0496+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 QK0496_ROD/PIPE-DEPTH: 12.2 meters
 QK0496
 QK0496  HISTORY     - Date     Condition        Report By
 QK0496  HISTORY     - 1983     MONUMENTED       NGS
 QK0496  HISTORY     - 19990830 GOOD             USPSQD
 QK0496  HISTORY     - 20070620 GOOD             MIDT
 QK0496  HISTORY     - 20250806 GOOD             MIDT
 QK0496
 QK0496                          STATION DESCRIPTION
 QK0496
 QK0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0496'19.6 KM (12.2 MI) NW FROM ROGERS CITY.
 QK0496'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0496'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 17.9 KM (11.1 MI)
 QK0496'NORTHWEST ALONG HIGHWAY 23 AT A PIONT ABOUT 0.1 KM (0.05 MI) PAST A
 QK0496'TRACK ROAD LEADING WEST-SOUTHWEST, 25.90 METERS (85.0 FT) SOUTH OF THE
 QK0496'CENTERLINE OF HIGHWAY 23, 4.57 METERS (15.0 FT) SOUTH-SOUTHEAST OF THE
 QK0496'CENTER OF THE TRACK ROAD WEST-SOUTHWEST, 16.30 METERS (53.5 FT)
 QK0496'SOUTHEAST OF THE CENTER ONE OF A TRIPLE TRUNK OAK TREE, AND 0.46 METER
 QK0496'(1.5 FT) SOUTH OF A METAL POST WITH A BURIED CABLE WARNING SIGN.
 QK0496'NOTE, ROD DRIVEN TO DRIVING RATE AND ANCHORED AT THIS DEPTH.
 QK0496'THE MARK IS 0.27 METERS  N FROM A WITNESS POST.
 QK0496'THE MARK IS ABOVE LEVEL WITH HIGHWAY 23.
 QK0496
 QK0496                          STATION RECOVERY (1999)
 QK0496
 QK0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0496'RECOVERED IN GOOD CONDITION.
 QK0496
 QK0496                          STATION RECOVERY (2007)
 QK0496
 QK0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QK0496'THE STATION IS 0.2 MI (0.3 KM) EASTERLY ALONG US-23 FROM A SCENIC
 QK0496'OVERLOOK AREA.
 QK0496
 QK0496                          STATION RECOVERY (2025)
 QK0496
 QK0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QK0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0499 ***********************************************************************
 QK0499  DESIGNATION -  G 302 X
 QK0499  PID         -  QK0499
 QK0499  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0499  COUNTRY     -  US
 QK0499  USGS QUAD   -  OCQUEOC (2017)
 QK0499
 QK0499                         *CURRENT SURVEY CONTROL
 QK0499  ______________________________________________________________________
 QK0499* NAD 83(1986) POSITION- 45 29 18.     (N) 084 04 37.     (W)   SCALED
 QK0499* NAVD 88 ORTHO HEIGHT -   184.921 (meters)      606.70  (feet) ADJUSTED
 QK0499  ______________________________________________________________________
 QK0499  GEOID HEIGHT    -        -36.556 (meters)                     GEOID18
 QK0499  DYNAMIC HEIGHT  -        184.914 (meters)      606.67  (feet) COMP
 QK0499  MODELED GRAVITY -    980,575.4   (mgal)                       NAVD 88
 QK0499
 QK0499  VERT ORDER      -  FIRST     CLASS II
 QK0499
 QK0499.The horizontal coordinates were scaled from a map and have
 QK0499.an estimated accuracy of +/- 6 seconds.
 QK0499
 QK0499.The orthometric height was determined by differential leveling and
 QK0499.adjusted by the NATIONAL GEODETIC SURVEY
 QK0499.in June 1991.
 QK0499
 QK0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0499.GEOID18 height accuracy estimate available here.
 QK0499
 QK0499.Click photographs - Photos may exist for this station.
 QK0499
 QK0499.The dynamic height is computed by dividing the NAVD 88
 QK0499.geopotential number by the normal gravity value computed on the
 QK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0499.degrees latitude (g = 980.6199 gals.).
 QK0499
 QK0499.The modeled gravity was interpolated from observed gravity values.
 QK0499
 QK0499;                    North         East    Units  Estimated Accuracy
 QK0499;SPC MI C     -   241,360.    6,022,650.      MT  (+/- 180 meters Scaled)
 QK0499
 QK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR284413(NAD 83)
 QK0499
 QK0499                          SUPERSEDED SURVEY CONTROL
 QK0499
 QK0499.No superseded survey control is available for this station.
 QK0499
 QK0499_MARKER: DV = VERTICAL CONTROL DISK
 QK0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0499_SP_SET: BRIDGE ABUTMENT
 QK0499_STAMPING: G 302 X 1983
 QK0499_MARK LOGO: NGS
 QK0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0499
 QK0499  HISTORY     - Date     Condition        Report By
 QK0499  HISTORY     - 1983     MONUMENTED       NGS
 QK0499  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0499
 QK0499                          STATION DESCRIPTION
 QK0499
 QK0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0499'23.7 KM(14.75 MI) NW FROM ROGERS CITY.
 QK0499'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0499'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 22.0 KM (13.65 MI)
 QK0499'NORTHWEST ALONG HIGHWAY 23 AT THE U.S. HIGHWAY 23 BRIDGE OVER THE
 QK0499'OCQUEOC RIVER, A DISK SET IN THE NORTH-NORTHWEST BRIDGE ABUTMENT,
 QK0499'14.5 KM (9.0 MI) SOUTHEAST ALONG HIGHWAY 23 FROM THE ROAD ENTRANCE TO
 QK0499'THE HAMMOND BAY REFUGE HARBOR, 5.79 METERS (19.0 FT) NORTH-NORTHEAST
 QK0499'OF THE CENTERLINE OF HIGHWAY 23, AND 7.62 METERS (25.0 FT)
 QK0499'EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF THE NORTH-NORTHWEST
 QK0499'RETAINING WALL.
 QK0499'THE MARK IS 0.24 M ABOVE CENTER OF HIGHWAY 23.
 QK0499
 QK0499                          STATION RECOVERY (2004)
 QK0499
 QK0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0698 ***********************************************************************
 OJ0698  DESIGNATION -  G 303
 OJ0698  PID         -  OJ0698
 OJ0698  STATE/COUNTY-  MI/BAY
 OJ0698  COUNTRY     -  US
 OJ0698  USGS QUAD   -  STANDISH (2017)
 OJ0698
 OJ0698                         *CURRENT SURVEY CONTROL
 OJ0698  ______________________________________________________________________
 OJ0698* NAD 83(1986) POSITION- 43 52 54.82   (N) 083 56 20.82   (W)   HD_HELD1
 OJ0698* NAVD 88 ORTHO HEIGHT -   183.488 (meters)      601.99  (feet) ADJUSTED
 OJ0698  ______________________________________________________________________
 OJ0698  GEOID HEIGHT    -        -34.907 (meters)                     GEOID18
 OJ0698  DYNAMIC HEIGHT  -        183.455 (meters)      601.89  (feet) COMP
 OJ0698  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 OJ0698
 OJ0698  VERT ORDER      -  FIRST     CLASS II
 OJ0698
 OJ0698.The horizontal coordinates were determined by differentially corrected
 OJ0698.hand held GPS observations or other comparable positioning techniques
 OJ0698.and have an estimated accuracy of +/- 3 meters.
 OJ0698
 OJ0698.The orthometric height was determined by differential leveling and
 OJ0698.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0698.in June 1991.
 OJ0698
 OJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0698.GEOID18 height accuracy estimate available here.
 OJ0698
 OJ0698.Click photographs - Photos may exist for this station.
 OJ0698
 OJ0698.The dynamic height is computed by dividing the NAVD 88
 OJ0698.geopotential number by the normal gravity value computed on the
 OJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0698.degrees latitude (g = 980.6199 gals.).
 OJ0698
 OJ0698.The modeled gravity was interpolated from observed gravity values.
 OJ0698
 OJ0698;                    North         East    Units  Estimated Accuracy
 OJ0698;SPC MI S     -   264,679.9   4,034,362.0     MT  (+/- 3 meters HH1 GPS) 
 OJ0698
 OJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6388762954(NAD 83)
 OJ0698
 OJ0698                          SUPERSEDED SURVEY CONTROL
 OJ0698
 OJ0698.No superseded survey control is available for this station.
 OJ0698
 OJ0698_MARKER: F = FLANGE-ENCASED ROD
 OJ0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0698_STAMPING: G 303 1983
 OJ0698_MARK LOGO: NGS
 OJ0698_PROJECTION: FLUSH
 OJ0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0698+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 OJ0698_ROD/PIPE-DEPTH: 4.87 meters
 OJ0698
 OJ0698  HISTORY     - Date     Condition        Report By
 OJ0698  HISTORY     - 1983     MONUMENTED       NGS
 OJ0698  HISTORY     - 19970719 GOOD             USPSQD
 OJ0698  HISTORY     - 20040418 GOOD             JCLS
 OJ0698  HISTORY     - 20040419 GOOD             JCLS
 OJ0698  HISTORY     - 20060128 GOOD             USPSQD
 OJ0698  HISTORY     - 20200813 GOOD             MIDT
 OJ0698  HISTORY     - 20210601 GOOD             MIDT
 OJ0698  HISTORY     - 20250730 GOOD             MIDT
 OJ0698
 OJ0698                          STATION DESCRIPTION
 OJ0698
 OJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0698'4.9 KM (3.05 MI) NE FROM PINCONNING.
 OJ0698'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0698'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0698'ESTEY ROAD, THENCE 1.7 KM (1.05 MI) NORTH ALONG SHORE ROAD TO THE MARK
 OJ0698'ON THE RIGHT, 9.02 METERS (29.6 FT) EAST OF THE CENTERLINE OF SHORE
 OJ0698'ROAD, 25.35 METERS (83.2 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND
 OJ0698'1.31 METERS (4.3 FT) WEST OF A POWERLINE POLE.
 OJ0698'THE MARK IS 1.18 METERS  W FROM A WITNESS POST.
 OJ0698'THE MARK IS 0.30 M BELOW ROAD.
 OJ0698
 OJ0698                          STATION RECOVERY (1997)
 OJ0698
 OJ0698'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2004)
 OJ0698
 OJ0698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2004)
 OJ0698
 OJ0698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2006)
 OJ0698
 OJ0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2020)
 OJ0698
 OJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (CCH)
 OJ0698'THE MARK IS NEAR AN ELECTRICAL POLE WITH TWO WIRES RUNNING ALONE AN
 OJ0698'EAST-WEST AXIS AND TWO RUNNING ALONG A NORTH-SOUTH AXIS.
 OJ0698
 OJ0698                          STATION RECOVERY (2021)
 OJ0698
 OJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2025)
 OJ0698
 OJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OJ0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0187 ***********************************************************************
 PK0187  DESIGNATION -  G 304
 PK0187  PID         -  PK0187
 PK0187  STATE/COUNTY-  MI/IOSCO
 PK0187  COUNTRY     -  US
 PK0187  USGS QUAD   -  EAST TAWAS (2017)
 PK0187
 PK0187                         *CURRENT SURVEY CONTROL
 PK0187  ______________________________________________________________________
 PK0187* NAD 83(1986) POSITION- 44 17 26.     (N) 083 27 24.     (W)   SCALED
 PK0187* NAVD 88 ORTHO HEIGHT -   180.449 (meters)      592.02  (feet) ADJUSTED
 PK0187  ______________________________________________________________________
 PK0187  GEOID HEIGHT    -        -35.250 (meters)                     GEOID18
 PK0187  DYNAMIC HEIGHT  -        180.427 (meters)      591.95  (feet) COMP
 PK0187  MODELED GRAVITY -    980,489.7   (mgal)                       NAVD 88
 PK0187
 PK0187  VERT ORDER      -  FIRST     CLASS II
 PK0187
 PK0187.The horizontal coordinates were scaled from a map and have
 PK0187.an estimated accuracy of +/- 6 seconds.
 PK0187
 PK0187.The orthometric height was determined by differential leveling and
 PK0187.adjusted by the NATIONAL GEODETIC SURVEY
 PK0187.in June 1991.
 PK0187
 PK0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0187.GEOID18 height accuracy estimate available here.
 PK0187
 PK0187.Click photographs - Photos may exist for this station.
 PK0187
 PK0187.The dynamic height is computed by dividing the NAVD 88
 PK0187.geopotential number by the normal gravity value computed on the
 PK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0187.degrees latitude (g = 980.6199 gals.).
 PK0187
 PK0187.The modeled gravity was interpolated from observed gravity values.
 PK0187
 PK0187;                    North         East    Units  Estimated Accuracy
 PK0187;SPC MI C     -   108,630.    6,072,630.      MT  (+/- 180 meters Scaled)
 PK0187
 PK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK040070(NAD 83)
 PK0187
 PK0187                          SUPERSEDED SURVEY CONTROL
 PK0187
 PK0187.No superseded survey control is available for this station.
 PK0187
 PK0187_MARKER: I = METAL ROD
 PK0187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0187_STAMPING: G 304 1983
 PK0187_MARK LOGO: NGS
 PK0187_PROJECTION: RECESSED 4 CENTIMETERS
 PK0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0187_ROD/PIPE-DEPTH: 17.1 meters
 PK0187
 PK0187  HISTORY     - Date     Condition        Report By
 PK0187  HISTORY     - 1983     MONUMENTED       NGS
 PK0187  HISTORY     - 20131209 MARK NOT FOUND   ADVGEO
 PK0187
 PK0187                          STATION DESCRIPTION
 PK0187
 PK0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0187'5.7 KM (3.55 MI) NE FROM TAWAS CITY.
 PK0187'5.7 KM (3.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0187'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, 17.89 METERS
 PK0187'(58.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49.22 METERS
 PK0187'(161.5 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF MCDONALDS
 PK0187'RESTAURANT, 27.98 METERS (91.8 FT) SOUTHWEST OF THE APPROXIMATE CENTER
 PK0187'OF A DRIVEWAY TO A SHOPPING PLAZA (MIDWAY), 26.76 METERS (87.8 FT)
 PK0187'NORTHEAST OF THE CENTER OF A DRIVEWAY TO THE MCDONALDS RESTAURANT, AND
 PK0187'1.55 METERS (5.1 FT) NORTHWEST OF A POWERLINE POLE WITH ONE GUY WIRE.
 PK0187'THE MARK IS 1.13 METERS  NW FROM A WITNESS POST.
 PK0187'THE MARK IS 0.60 M BELOW HIGHWAY.
 PK0187
 PK0187                          STATION RECOVERY (2013)
 PK0187
 PK0187'RECOVERY NOTE BY ADVANCED GEOMATICS 2013 (MAF)
 PK0187'MCDONALD'S RESTAURANT NO LONGER EXISTS, NONE OF THE WITNESSES MATCH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0156 ***********************************************************************
 PK0156  DESIGNATION -  G 305
 PK0156  PID         -  PK0156
 PK0156  STATE/COUNTY-  MI/ARENAC
 PK0156  COUNTRY     -  US
 PK0156  USGS QUAD   -  WHITTEMORE (2017)
 PK0156
 PK0156                         *CURRENT SURVEY CONTROL
 PK0156  ______________________________________________________________________
 PK0156* NAD 83(1986) POSITION- 44 08 34.     (N) 083 46 16.     (W)   SCALED
 PK0156* NAVD 88 ORTHO HEIGHT -   191.822 (meters)      629.34  (feet) ADJUSTED
 PK0156  ______________________________________________________________________
 PK0156  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 PK0156  DYNAMIC HEIGHT  -        191.793 (meters)      629.24  (feet) COMP
 PK0156  MODELED GRAVITY -    980,460.5   (mgal)                       NAVD 88
 PK0156
 PK0156  VERT ORDER      -  FIRST     CLASS II
 PK0156
 PK0156.The horizontal coordinates were scaled from a map and have
 PK0156.an estimated accuracy of +/- 6 seconds.
 PK0156
 PK0156.The orthometric height was determined by differential leveling and
 PK0156.adjusted by the NATIONAL GEODETIC SURVEY
 PK0156.in June 1991.
 PK0156
 PK0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0156.GEOID18 height accuracy estimate available here.
 PK0156
 PK0156.Click photographs - Photos may exist for this station.
 PK0156
 PK0156.The dynamic height is computed by dividing the NAVD 88
 PK0156.geopotential number by the normal gravity value computed on the
 PK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0156.degrees latitude (g = 980.6199 gals.).
 PK0156
 PK0156.The modeled gravity was interpolated from observed gravity values.
 PK0156
 PK0156;                    North         East    Units  Estimated Accuracy
 PK0156;SPC MI C     -    91,980.    6,047,650.      MT  (+/- 180 meters Scaled)
 PK0156
 PK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ783914(NAD 83)
 PK0156
 PK0156                          SUPERSEDED SURVEY CONTROL
 PK0156
 PK0156.No superseded survey control is available for this station.
 PK0156
 PK0156_MARKER: I = METAL ROD
 PK0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0156_STAMPING: G 305 1983
 PK0156_MARK LOGO: NGS
 PK0156_PROJECTION: RECESSED 3 CENTIMETERS
 PK0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0156_ROD/PIPE-DEPTH: 6.10 meters
 PK0156
 PK0156  HISTORY     - Date     Condition        Report By
 PK0156  HISTORY     - 1983     MONUMENTED       NGS
 PK0156  HISTORY     - 20010811 GOOD             USPSQD
 PK0156
 PK0156                          STATION DESCRIPTION
 PK0156
 PK0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0156'1.1 KM (0.7 MI) EAST FROM TURNER.
 PK0156'1.1 KM (0.7 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0156'ROAD IN TURNER TO THE MARK ON THE LEFT, AT A HOUSE, 12.80 METERS
 PK0156'(42.0 FT) NORTH OF THE CENTER OF TURNER ROAD, 17.40 METERS (57.1 FT)
 PK0156'SOUTHEAST OF SOUTHEAST CORNER OF A ONE STORY BRICK HOUSE, 8.08 METERS
 PK0156'(26.5 FT) WEST OF THE APPROXIMATE CENTER OF THE EASTERNMOST DRIVEWAY,
 PK0156'AND 0.55 METER (1.8 FT) WEST OF THE SOUTHWEST POST IN BOARD FENCE.
 PK0156'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 PK0156'THE MARK IS ABOVE LEVEL WITH TURNER ROAD.
 PK0156
 PK0156                          STATION RECOVERY (2001)
 PK0156
 PK0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0116 ***********************************************************************
 QJ0116  DESIGNATION -  G 306
 QJ0116  PID         -  QJ0116
 QJ0116  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0116  COUNTRY     -  US
 QJ0116  USGS QUAD   -  LONG LAKE EAST (2017)
 QJ0116
 QJ0116                         *CURRENT SURVEY CONTROL
 QJ0116  ______________________________________________________________________
 QJ0116* NAD 83(1986) POSITION- 45 13 03.     (N) 083 28 16.     (W)   SCALED
 QJ0116* NAVD 88 ORTHO HEIGHT -   206.865 (meters)      678.69  (feet) ADJUSTED
 QJ0116  ______________________________________________________________________
 QJ0116  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 QJ0116  DYNAMIC HEIGHT  -        206.852 (meters)      678.65  (feet) COMP
 QJ0116  MODELED GRAVITY -    980,549.5   (mgal)                       NAVD 88
 QJ0116  OBS GRAVITY     -    980,548.9   (mgal)                       GRAV_OBS
 QJ0116
 QJ0116  VERT ORDER      -  FIRST     CLASS II
 QJ0116
 QJ0116.The horizontal coordinates were scaled from a map and have
 QJ0116.an estimated accuracy of +/- 6 seconds.
 QJ0116
 QJ0116.The orthometric height was determined by differential leveling and
 QJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0116.in June 1991.
 QJ0116
 QJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0116.GEOID18 height accuracy estimate available here.
 QJ0116
 QJ0116.Click photographs - Photos may exist for this station.
 QJ0116
 QJ0116.The dynamic height is computed by dividing the NAVD 88
 QJ0116.geopotential number by the normal gravity value computed on the
 QJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0116.degrees latitude (g = 980.6199 gals.).
 QJ0116
 QJ0116.The modeled gravity was interpolated from observed gravity values.
 QJ0116
 QJ0116.The observed gravity was obtained from relative gravimeter ties
 QJ0116.to the IGSN71 gravity network.
 QJ0116
 QJ0116;                    North         East    Units  Estimated Accuracy
 QJ0116;SPC MI C     -   211,610.    6,070,340.      MT  (+/- 180 meters Scaled)
 QJ0116
 QJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL059100(NAD 83)
 QJ0116
 QJ0116                          SUPERSEDED SURVEY CONTROL
 QJ0116
 QJ0116.No superseded survey control is available for this station.
 QJ0116
 QJ0116_MARKER: F = FLANGE-ENCASED ROD
 QJ0116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0116_STAMPING: G 306 1983
 QJ0116_MARK LOGO: NGS
 QJ0116_PROJECTION: FLUSH
 QJ0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0116+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0116_ROD/PIPE-DEPTH: 7.25 meters
 QJ0116_SLEEVE-DEPTH  : 4.51 meters
 QJ0116
 QJ0116  HISTORY     - Date     Condition        Report By
 QJ0116  HISTORY     - 1983     MONUMENTED       NGS
 QJ0116  HISTORY     - 20060126 GOOD             MIDT
 QJ0116  HISTORY     - 20070619 GOOD             MIDT
 QJ0116
 QJ0116                          STATION DESCRIPTION
 QJ0116
 QJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0116'19.3 KM (12.0 MI) NNW FROM ALPENA.
 QJ0116'19.3 KM (12.0 MI) NORTHWEST ALONG U.S. HIGHWAY 23 (CHISHOLM STREET)
 QJ0116'FROM THE COURTHOUSE IN ALPENA, 1.8 KM (1.15 MI) NORTHWEST ALONG U.S.
 QJ0116'HIGHWAY 23 FROM THE PRESQUE ISLE-ALPENA COUNTY LINE, SET IN FRONT LAWN
 QJ0116'AT THE PRESQUE ISLE TOWNSHIP FIRE DEPARTMENT BUILDING (DISTRICT 2),
 QJ0116'39.92 METERS (131.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0116'28.04 METERS (92.0 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH ANCHOR
 QJ0116'CABLE AND TRANSFORMER, 2.92 METERS (9.6 FT) SOUTHWEST OF THE NORTHWEST
 QJ0116'CORNER OF THE FIRE HOUSE, 19.69 METERS (64.6 FT) NORTH-NORTHWEST OF
 QJ0116'THE SOUTHWEST CORNER OF BUILDING, 6.82 METERS (22.4 FT) NORTH OF A
 QJ0116'FLAGPOLE, 4.26 METERS (14.0 FT) SOUTH OF THE CENTER OF THE NORTH
 QJ0116'DRIVEWAY, AND 2.62 METERS (8.6 FT) WEST OF THE WEST FACE OF THE
 QJ0116'BUILDING.
 QJ0116'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0116
 QJ0116                          STATION RECOVERY (2006)
 QJ0116
 QJ0116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0116'RECOVERED AS DESCRIBED,  RECESSED INTO NEW CONCRETE DRIVEWAY,
 QJ0116'20FT. TALL FIREHALL EAST25 FT.
 QJ0116'GPS OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0116'SCALE FACTOR     0.99989744
 QJ0116'QJ0116  45 13  1.878767 N    83 28 14.611250 W   170.106
 QJ0116'METER     211575.5248         6070367.9744       206.865  -36.759
 QJ0116'STANDARD DEVIATION N E Z   0.0041   0.0041   0.0000
 QJ0116'INT. FT.  694145.4226        19915905.4279       678.691 -120.601
 QJ0116'STANDARD DEVIATION N E Z   0.0134   0.0133   0.0000
 QJ0116'
 QJ0116
 QJ0116                          STATION RECOVERY (2007)
 QJ0116
 QJ0116'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0116'MARK IS PROTRUDING 10 CM (4 INCHES) ABOVE GROUND SURFACE. RECOVERED AS
 QJ0116'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0221 ***********************************************************************
 PK0221  DESIGNATION -  G 307
 PK0221  PID         -  PK0221
 PK0221  STATE/COUNTY-  MI/ALCONA
 PK0221  COUNTRY     -  US
 PK0221  USGS QUAD   -  GREENBUSH (2017)
 PK0221
 PK0221                         *CURRENT SURVEY CONTROL
 PK0221  ______________________________________________________________________
 PK0221* NAD 83(1986) POSITION- 44 34 18.     (N) 083 19 00.     (W)   SCALED
 PK0221* NAVD 88 ORTHO HEIGHT -   179.700 (meters)      589.57  (feet) ADJUSTED
 PK0221  ______________________________________________________________________
 PK0221  GEOID HEIGHT    -        -35.690 (meters)                     GEOID18
 PK0221  DYNAMIC HEIGHT  -        179.681 (meters)      589.50  (feet) COMP
 PK0221  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 PK0221
 PK0221  VERT ORDER      -  FIRST     CLASS II
 PK0221
 PK0221.The horizontal coordinates were scaled from a map and have
 PK0221.an estimated accuracy of +/- 6 seconds.
 PK0221
 PK0221.The orthometric height was determined by differential leveling and
 PK0221.adjusted by the NATIONAL GEODETIC SURVEY
 PK0221.in June 1991.
 PK0221
 PK0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0221.GEOID18 height accuracy estimate available here.
 PK0221
 PK0221.Click photographs - Photos may exist for this station.
 PK0221
 PK0221.The dynamic height is computed by dividing the NAVD 88
 PK0221.geopotential number by the normal gravity value computed on the
 PK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0221.degrees latitude (g = 980.6199 gals.).
 PK0221
 PK0221.The modeled gravity was interpolated from observed gravity values.
 PK0221
 PK0221;                    North         East    Units  Estimated Accuracy
 PK0221;SPC MI C     -   140,000.    6,083,400.      MT  (+/- 180 meters Scaled)
 PK0221
 PK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK160379(NAD 83)
 PK0221
 PK0221                          SUPERSEDED SURVEY CONTROL
 PK0221
 PK0221.No superseded survey control is available for this station.
 PK0221
 PK0221_MARKER: I = METAL ROD
 PK0221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0221_STAMPING: G 307 1983
 PK0221_MARK LOGO: NGS
 PK0221_PROJECTION: FLUSH
 PK0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0221+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0221_ROD/PIPE-DEPTH: 14.6 meters
 PK0221
 PK0221  HISTORY     - Date     Condition        Report By
 PK0221  HISTORY     - 1983     MONUMENTED       NGS
 PK0221  HISTORY     - 19960512 GOOD             USPSQD
 PK0221  HISTORY     - 20050731 GOOD             USPSQD
 PK0221
 PK0221                          STATION DESCRIPTION
 PK0221
 PK0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0221'1.8 KM (1.15 MI) SOUTH FROM GREENBUSH.
 PK0221'1.8 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0221'GREENBUSH TO THE MARK ON THE RIGHT, 22.40 METERS (73.5 FT) WEST OF THE
 PK0221'CENTERLINE OF THE HIGHWAY, 38.83 METERS (127.4 FT) NORTH OF THE
 PK0221'NORTHWEST CORNER OF A SMALL ONE LEVEL HOUSE (NUMBER 2942), 7.80 METERS
 PK0221'(25.6 FT) EAST OF THE GUY ANCHOR BASE FOR A POWERLINE POLE, AND
 PK0221'1.34 METERS (4.4 FT) NORTH OF A POWERLINE POLE WITH A GUY WIRE.
 PK0221'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0221'THE MARK IS 0.15 M BELOW HIGHWAY.
 PK0221
 PK0221                          STATION RECOVERY (1996)
 PK0221
 PK0221'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0221'RECOVERED IN GOOD CONDITION.
 PK0221
 PK0221                          STATION RECOVERY (2005)
 PK0221
 PK0221'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0142 ***********************************************************************
 QJ0142  DESIGNATION -  G 308
 QJ0142  PID         -  QJ0142
 QJ0142  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0142  COUNTRY     -  US
 QJ0142  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0142
 QJ0142                         *CURRENT SURVEY CONTROL
 QJ0142  ______________________________________________________________________
 QJ0142* NAD 83(1986) POSITION- 45 20 05.     (N) 083 30 19.     (W)   SCALED
 QJ0142* NAVD 88 ORTHO HEIGHT -   197.973 (meters)      649.52  (feet) ADJUSTED
 QJ0142  ______________________________________________________________________
 QJ0142  GEOID HEIGHT    -        -36.938 (meters)                     GEOID18
 QJ0142  DYNAMIC HEIGHT  -        197.963 (meters)      649.48  (feet) COMP
 QJ0142  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 QJ0142
 QJ0142  VERT ORDER      -  FIRST     CLASS II
 QJ0142
 QJ0142.The horizontal coordinates were scaled from a map and have
 QJ0142.an estimated accuracy of +/- 6 seconds.
 QJ0142
 QJ0142.The orthometric height was determined by differential leveling and
 QJ0142.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0142.in June 1991.
 QJ0142
 QJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0142.GEOID18 height accuracy estimate available here.
 QJ0142
 QJ0142.Click photographs - Photos may exist for this station.
 QJ0142
 QJ0142.The dynamic height is computed by dividing the NAVD 88
 QJ0142.geopotential number by the normal gravity value computed on the
 QJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0142.degrees latitude (g = 980.6199 gals.).
 QJ0142
 QJ0142.The modeled gravity was interpolated from observed gravity values.
 QJ0142
 QJ0142;                    North         East    Units  Estimated Accuracy
 QJ0142;SPC MI C     -   224,610.    6,067,520.      MT  (+/- 180 meters Scaled)
 QJ0142
 QJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL036231(NAD 83)
 QJ0142
 QJ0142                          SUPERSEDED SURVEY CONTROL
 QJ0142
 QJ0142.No superseded survey control is available for this station.
 QJ0142
 QJ0142_MARKER: F = FLANGE-ENCASED ROD
 QJ0142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0142_STAMPING: G 308 1983
 QJ0142_MARK LOGO: NGS
 QJ0142_PROJECTION: FLUSH
 QJ0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0142+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0142_ROD/PIPE-DEPTH: 8.04 meters
 QJ0142
 QJ0142  HISTORY     - Date     Condition        Report By
 QJ0142  HISTORY     - 1983     MONUMENTED       NGS
 QJ0142  HISTORY     - 20040809 GOOD             USPSQD
 QJ0142  HISTORY     - 20070619 GOOD             MIDT
 QJ0142
 QJ0142                          STATION DESCRIPTION
 QJ0142
 QJ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0142'29.7 KM (18.45 MI) ESE FROM ROGERS CITY.
 QJ0142'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0142'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0142'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.6 KM (3.5 MI) EAST ALONG
 QJ0142'COUNTY ROAD E 638 ABOUT 0.1 KM (0.05 MI) BEYOND A GRAVELED CROSSROAD,
 QJ0142'IS SET BY A TELEPHONE POLE NUMBERED L 2261/4352 GTM, IS 2.1 KM
 QJ0142'(1.3 MI) OF THE JUNCTION OF HIGHLAND PINES ROAD, 10.05 METERS
 QJ0142'(33.0 FT) SOUTH OF THE CENTER OF COUNTY ROAD E 630, 23.01 METERS
 QJ0142'(75.5 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A 0.42-METER
 QJ0142'(1.4-FT) DIAMETER LONE PINE TREE, 70.71 METERS (23.2 FT) EAST OF THE
 QJ0142'CENTER OF A GRAVEL ROAD LEADING SOUTH, 3.81 METERS (12.5 FT) WEST OF A
 QJ0142'GUY WIRE ANCHORED TO POLE NUMBERED L 226/4352 GTM, AND 0.79 METER
 QJ0142'(2.6 FT) EAST OF THE TELEPHONE POLE NUMBERED L 226/4352 GTM.  NOTE,
 QJ0142'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0142'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QJ0142'THE MARK IS 0.15 M BELOW COUNTY ROAD E 638.
 QJ0142
 QJ0142                          STATION RECOVERY (2004)
 QJ0142
 QJ0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0142'RECOVERED IN GOOD CONDITION.
 QJ0142
 QJ0142                          STATION RECOVERY (2007)
 QJ0142
 QJ0142'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0142'70.31 M (230.7 FT) EAST OF KAUFFMAN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI9609 ***********************************************************************
 AI9609  DESIGNATION -  G 309 RESET
 AI9609  PID         -  AI9609
 AI9609  STATE/COUNTY-  MI/ALCONA
 AI9609  COUNTRY     -  US
 AI9609  USGS QUAD   -  SPRUCE (2017)
 AI9609
 AI9609                         *CURRENT SURVEY CONTROL
 AI9609  ______________________________________________________________________
 AI9609* NAD 83(1986) POSITION- 44 49 51.     (N) 083 22 40.     (W)   SCALED
 AI9609* NAVD 88 ORTHO HEIGHT -   236.59  (meters)      776.2   (feet) RESET
 AI9609  ______________________________________________________________________
 AI9609  GEOID HEIGHT    -        -36.083 (meters)                     GEOID18
 AI9609  VERT ORDER      -  THIRD
 AI9609
 AI9609.The horizontal coordinates were scaled from a map and have
 AI9609.an estimated accuracy of +/- 6 seconds.
 AI9609
 AI9609.The orthometric height was computed from unverified reset data.
 AI9609
 AI9609.No vertical observational check was made to the station.
 AI9609
 AI9609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9609.GEOID18 height accuracy estimate available here.
 AI9609
 AI9609.Click photographs - Photos may exist for this station.
 AI9609
 AI9609;                    North         East    Units  Estimated Accuracy
 AI9609;SPC MI C     -   168,730.    6,078,190.      MT  (+/- 180 meters Scaled)
 AI9609
 AI9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK120669(NAD 83)
 AI9609
 AI9609                          SUPERSEDED SURVEY CONTROL
 AI9609
 AI9609.No superseded survey control is available for this station.
 AI9609
 AI9609_MARKER: DV = VERTICAL CONTROL DISK
 AI9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9609_STAMPING: G 309 RESET 2000
 AI9609_MARK LOGO: NGS
 AI9609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9609+STABILITY: SURFACE MOTION
 AI9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9609+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9609
 AI9609  HISTORY     - Date     Condition        Report By
 AI9609  HISTORY     - 2000     MONUMENTED       MIDT
 AI9609
 AI9609                          STATION DESCRIPTION
 AI9609
 AI9609'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (JPC)
 AI9609'STATION IS LOCATED 10.1 KM (6.25 MI) SOUTH FROM OSSINEKE.  IT IS IN
 AI9609'ALCONA TOWNSHIP, ALCONA COUNTY, MICHIGAN AND ALSO ON THE BLACK RIVER
 AI9609'QUADRANGLE MAP AND WITHIN THE STATE OF MICHIGAN RIGHT OF WAY.  TO
 AI9609'REACH THE STATION FROM THE POST OFFICE IN OSSINEKE, GO SOUTH ON US
 AI9609'HIGHWAY 23 FOR 10.1 KM (6.25 MI) TO STATION ON THE RIGHT AT HOUSE
 AI9609'NUMBER 5949.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN THE
 AI9609'TOP OF A POURED IN PLACE CONCRETE MONUMENT, STAMPED G 309 RESET 2000.
 AI9609'IT IS 20.1 M (65.9 FT) WEST FROM THE EXISTING CENTERLINE OF US HYW 23,
 AI9609'15.5 M (50.9 FT) NORTH FROM THE EXISTING CENTERLINE OF A GRAVEL DRIVE,
 AI9609'6.35 M (20.83 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF VOLTAGE BOX
 AI9609'3441 AND 0.9 M (3.0 FT) WEST FROM AND NGS CARSONITE WITNESS POST.
 AI9609'DESCRIBED BY JOSEPH P.  CURTIS, MDOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0353 ***********************************************************************
 OJ0353  DESIGNATION -  G 31
 OJ0353  PID         -  OJ0353
 OJ0353  STATE/COUNTY-  MI/TUSCOLA
 OJ0353  COUNTRY     -  US
 OJ0353  USGS QUAD   -  VASSAR (2017)
 OJ0353
 OJ0353                         *CURRENT SURVEY CONTROL
 OJ0353  ______________________________________________________________________
 OJ0353* NAD 83(1986) POSITION- 43 17 11.     (N) 083 31 49.     (W)   SCALED
 OJ0353* NAVD 88 ORTHO HEIGHT -   224.343 (meters)      736.03  (feet) ADJUSTED
 OJ0353  ______________________________________________________________________
 OJ0353  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 OJ0353  DYNAMIC HEIGHT  -        224.293 (meters)      735.87  (feet) COMP
 OJ0353  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 OJ0353
 OJ0353  VERT ORDER      -  FIRST     CLASS II
 OJ0353
 OJ0353.The horizontal coordinates were scaled from a map and have
 OJ0353.an estimated accuracy of +/- 6 seconds.
 OJ0353
 OJ0353.The orthometric height was determined by differential leveling and
 OJ0353.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0353.in June 1991.
 OJ0353
 OJ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0353.GEOID18 height accuracy estimate available here.
 OJ0353
 OJ0353.Click photographs - Photos may exist for this station.
 OJ0353
 OJ0353.The dynamic height is computed by dividing the NAVD 88
 OJ0353.geopotential number by the normal gravity value computed on the
 OJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0353.degrees latitude (g = 980.6199 gals.).
 OJ0353
 OJ0353.The modeled gravity was interpolated from observed gravity values.
 OJ0353
 OJ0353;                    North         East    Units  Estimated Accuracy
 OJ0353;SPC MI S     -   198,770.    4,067,880.      MT  (+/- 180 meters Scaled)
 OJ0353
 OJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH947957(NAD 83)
 OJ0353
 OJ0353                          SUPERSEDED SURVEY CONTROL
 OJ0353
 OJ0353  NGVD 29 (??/??/92)  224.498  (m)          736.54   (f) ADJ UNCH    1 2
 OJ0353
 OJ0353.Superseded values are not recommended for survey control.
 OJ0353
 OJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0353.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0353
 OJ0353_MARKER: DB = BENCH MARK DISK
 OJ0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0353_SP_SET: CULVERT HEADWALL
 OJ0353_STAMPING: 736.541 G 31 1930
 OJ0353_MARK LOGO: CGS
 OJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0353+STABILITY: SURFACE MOTION
 OJ0353
 OJ0353  HISTORY     - Date     Condition        Report By
 OJ0353  HISTORY     - 1930     MONUMENTED       CGS
 OJ0353  HISTORY     - 1934     GOOD             CGS
 OJ0353  HISTORY     - 19990529 GOOD             USPSQD
 OJ0353
 OJ0353                          STATION DESCRIPTION
 OJ0353
 OJ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0353'0.3 MI N FROM MILLINGTON.
 OJ0353'0.3 MILE NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0353'STATION AT MILLINGTON, TUSCOLA COUNTY, 7 RAILS NORTH OF MILEPOST
 OJ0353'D 80, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF
 OJ0353'THE EAST HEADWALL, AND 4.8 FEET EAST OF THE EAST RAIL.  A
 OJ0353'STANDARD DISK, SATMPED 736.541 G 31 1930.
 OJ0353
 OJ0353                          STATION RECOVERY (1999)
 OJ0353
 OJ0353'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0109 ***********************************************************************
 QJ0109  DESIGNATION -  G 310
 QJ0109  PID         -  QJ0109
 QJ0109  STATE/COUNTY-  MI/ALPENA
 QJ0109  COUNTRY     -  US
 QJ0109  USGS QUAD   -  ALPENA (2017)
 QJ0109
 QJ0109                         *CURRENT SURVEY CONTROL
 QJ0109  ______________________________________________________________________
 QJ0109* NAD 83(1986) POSITION- 45 07 10.     (N) 083 26 50.     (W)   SCALED
 QJ0109* NAVD 88 ORTHO HEIGHT -   205.723 (meters)      674.94  (feet) ADJUSTED
 QJ0109  ______________________________________________________________________
 QJ0109  GEOID HEIGHT    -        -36.621 (meters)                     GEOID18
 QJ0109  DYNAMIC HEIGHT  -        205.709 (meters)      674.90  (feet) COMP
 QJ0109  MODELED GRAVITY -    980,544.8   (mgal)                       NAVD 88
 QJ0109
 QJ0109  VERT ORDER      -  FIRST     CLASS II
 QJ0109
 QJ0109.The horizontal coordinates were scaled from a map and have
 QJ0109.an estimated accuracy of +/- 6 seconds.
 QJ0109
 QJ0109.The orthometric height was determined by differential leveling and
 QJ0109.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0109.in June 1991.
 QJ0109
 QJ0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0109.GEOID18 height accuracy estimate available here.
 QJ0109
 QJ0109.Click photographs - Photos may exist for this station.
 QJ0109
 QJ0109.The dynamic height is computed by dividing the NAVD 88
 QJ0109.geopotential number by the normal gravity value computed on the
 QJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0109.degrees latitude (g = 980.6199 gals.).
 QJ0109
 QJ0109.The modeled gravity was interpolated from observed gravity values.
 QJ0109
 QJ0109;                    North         East    Units  Estimated Accuracy
 QJ0109;SPC MI C     -   200,740.    6,072,340.      MT  (+/- 180 meters Scaled)
 QJ0109
 QJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK075991(NAD 83)
 QJ0109
 QJ0109                          SUPERSEDED SURVEY CONTROL
 QJ0109
 QJ0109.No superseded survey control is available for this station.
 QJ0109
 QJ0109_MARKER: DV = VERTICAL CONTROL DISK
 QJ0109_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0109_STAMPING: G 310 1983
 QJ0109_MARK LOGO: NGS
 QJ0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0109+STABILITY: POSITION/ELEVATION WELL
 QJ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0109+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 QJ0109
 QJ0109  HISTORY     - Date     Condition        Report By
 QJ0109  HISTORY     - 1983     MONUMENTED       NGS
 QJ0109  HISTORY     - 20060126 GOOD             MIDT
 QJ0109
 QJ0109                          STATION DESCRIPTION
 QJ0109
 QJ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0109'6.3 KM (3.9 MI) NORTH FROM ALPENA.
 QJ0109'6.3 KM (3.9 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0109'ALPENA TO THE ALPENA VETERINARY HOSPITAL P.C. AND THE MARK ON THE
 QJ0109'RIGHT, 13.23 METERS (43.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0109'32.37 METERS (106.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QJ0109'HOSPITAL BUILDING, 13.04 METERS (42.8 FT) NORTH OF THE APPROXIMATE
 QJ0109'CENTER OF THE SOUTH ENTRANCE TO THE CLINIC, AND 4.42 METERS (14.5 FT)
 QJ0109'WEST OF POWERLINE POLE NUMBER L4-24.
 QJ0109'THE MARK IS 0.30 M BELOW HIGHWAY.
 QJ0109
 QJ0109                          STATION RECOVERY (2006)
 QJ0109
 QJ0109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0109'RECOVERED AS DESCRIBED, MARK IS BURIED 6 INCHES, GPS OBSERVED BY
 QJ0109'MICHIGAN DEPARTMENT OF TRANSPORTATION FEBRUARY ,2006.
 QJ0109'SCALE FACTOR  0.99989094
 QJ0109'QJ0109  45  7 12.860491 N    83 26 49.265189 W   169.141
 QJ0109'METER      200823.4211         6072352.0358       205.723  -36.582
 QJ0109'STANDARD DEVIATION N E Z  0.0038   0.0038   0.0000
 QJ0109'INT. FT.   658869.4918        19922414.8157       674.944 -120.018
 QJ0109'STANDARD DEVIATION N E Z  0.0124   0.0124   0.0000
 QJ0109'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0451 ***********************************************************************
 QK0451  DESIGNATION -  G 311
 QK0451  PID         -  QK0451
 QK0451  STATE/COUNTY-  MI/EMMET
 QK0451  COUNTRY     -  US
 QK0451  USGS QUAD   -  BAY SHORE (2017)
 QK0451
 QK0451                         *CURRENT SURVEY CONTROL
 QK0451  ______________________________________________________________________
 QK0451* NAD 83(1986) POSITION- 45 21 31.0    (N) 085 03 24.2    (W)   HD_HELD2
 QK0451* NAVD 88 ORTHO HEIGHT -   201.875 (meters)      662.32  (feet) ADJUSTED
 QK0451  ______________________________________________________________________
 QK0451  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 QK0451  DYNAMIC HEIGHT  -        201.866 (meters)      662.29  (feet) COMP
 QK0451  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 QK0451
 QK0451  VERT ORDER      -  FIRST     CLASS II
 QK0451
 QK0451.The horizontal coordinates were established by autonomous hand held GPS
 QK0451.observations and have an estimated accuracy of +/- 10 meters.
 QK0451
 QK0451.The orthometric height was determined by differential leveling and
 QK0451.adjusted by the NATIONAL GEODETIC SURVEY
 QK0451.in June 1991.
 QK0451
 QK0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0451.GEOID18 height accuracy estimate available here.
 QK0451
 QK0451.Click photographs - Photos may exist for this station.
 QK0451
 QK0451.The dynamic height is computed by dividing the NAVD 88
 QK0451.geopotential number by the normal gravity value computed on the
 QK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0451.degrees latitude (g = 980.6199 gals.).
 QK0451
 QK0451.The modeled gravity was interpolated from observed gravity values.
 QK0451
 QK0451;                    North         East    Units  Estimated Accuracy
 QK0451;SPC MI C     -   227,133.    5,945,936.      MT  (+/- 10 meters HH2 GPS)
 QK0451
 QK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5220124625(NAD 83)
 QK0451
 QK0451                          SUPERSEDED SURVEY CONTROL
 QK0451
 QK0451.No superseded survey control is available for this station.
 QK0451
 QK0451_MARKER: F = FLANGE-ENCASED ROD
 QK0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0451_STAMPING: G 311 1984
 QK0451_MARK LOGO: NGS
 QK0451_PROJECTION: FLUSH
 QK0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0451+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 QK0451_ROD/PIPE-DEPTH: 6.2 meters
 QK0451
 QK0451  HISTORY     - Date     Condition        Report By
 QK0451  HISTORY     - 1984     MONUMENTED       NGS
 QK0451  HISTORY     - 20031229 GOOD             ADVGEO
 QK0451  HISTORY     - 20191001 GOOD             INDIV
 QK0451  HISTORY     - 20211103 GOOD             MIDT
 QK0451  HISTORY     - 20250806 GOOD             MIDT
 QK0451
 QK0451                          STATION DESCRIPTION
 QK0451
 QK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0451'7.4 KM (4.6 MI) SW FROM PETOSKEY.
 QK0451'7.4 KM (4.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0451'U.S. HIGHWAY 131 IN PETOSKEY, 0.4 KM (0.25 MI) EAST OF A DRIVE-IN
 QK0451'THEATER EXIT, 22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0451'HIGHWAY, 52.8 METERS (173.5 FT) EAST OF THE CENTERLINE OF A PAVED ROAD
 QK0451'LEADING SOUTH (CAMP DAGGETT ROAD), 1.9 METERS (6.2 FT) WEST OF A METAL
 QK0451'BRACED CORNER FENCE POST, AND 0.6 METER (1.9 FT) NORTH OF A
 QK0451'RIGHT-OF-WAY FENCE.
 QK0451'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0451
 QK0451                          STATION RECOVERY (2003)
 QK0451
 QK0451'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (JDP)
 QK0451'RECOVERED IN GOOD CONDITION.
 QK0451
 QK0451                          STATION RECOVERY (2019)
 QK0451
 QK0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0451'THE WITNESS POST IS PRESENT AND VISIBLE FROM US 31.  A NEW DECORATIVE
 QK0451'VINYL FENCE HAS BEEN ADDED BY THE NEW OWNER, PETOSKEY RV RESORT.
 QK0451'BENCH MARK IS IMMEDIATELY BEHIND NEWER VINYL FENCE.
 QK0451
 QK0451                          STATION RECOVERY (2021)
 QK0451
 QK0451'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (GRH)
 QK0451'RECOVERED IN GOOD CONDITION.
 QK0451
 QK0451                          STATION RECOVERY (2025)
 QK0451
 QK0451'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 QK0451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0483 ***********************************************************************
 QK0483  DESIGNATION -  G 312
 QK0483  PID         -  QK0483
 QK0483  STATE/COUNTY-  MI/ANTRIM
 QK0483  COUNTRY     -  US
 QK0483  USGS QUAD   -  ATWOOD (2017)
 QK0483
 QK0483                         *CURRENT SURVEY CONTROL
 QK0483  ______________________________________________________________________
 QK0483* NAD 83(1986) POSITION- 45 09 05.6    (N) 085 20 48.4    (W)   HD_HELD2
 QK0483* NAVD 88 ORTHO HEIGHT -   247.628 (meters)      812.43  (feet) ADJUSTED
 QK0483  ______________________________________________________________________
 QK0483  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 QK0483  DYNAMIC HEIGHT  -        247.625 (meters)      812.42  (feet) COMP
 QK0483  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 QK0483
 QK0483  VERT ORDER      -  FIRST     CLASS II
 QK0483
 QK0483.The horizontal coordinates were established by autonomous hand held GPS
 QK0483.observations and have an estimated accuracy of +/- 10 meters.
 QK0483
 QK0483.The orthometric height was determined by differential leveling and
 QK0483.adjusted by the NATIONAL GEODETIC SURVEY
 QK0483.in June 1991.
 QK0483
 QK0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0483.GEOID18 height accuracy estimate available here.
 QK0483
 QK0483.Click photographs - Photos may exist for this station.
 QK0483
 QK0483.The dynamic height is computed by dividing the NAVD 88
 QK0483.geopotential number by the normal gravity value computed on the
 QK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0483.degrees latitude (g = 980.6199 gals.).
 QK0483
 QK0483.The modeled gravity was interpolated from observed gravity values.
 QK0483
 QK0483;                    North         East    Units  Estimated Accuracy
 QK0483;SPC MI C     -   204,359.    5,922,933.      MT  (+/- 10 meters HH2 GPS)
 QK0483
 QK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2995501115(NAD 83)
 QK0483
 QK0483                          SUPERSEDED SURVEY CONTROL
 QK0483
 QK0483.No superseded survey control is available for this station.
 QK0483
 QK0483_MARKER: I = METAL ROD
 QK0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0483_STAMPING: G 312 1984
 QK0483_MARK LOGO: NGS
 QK0483_PROJECTION: FLUSH
 QK0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0483+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 QK0483_ROD/PIPE-DEPTH: 13.4 meters
 QK0483
 QK0483  HISTORY     - Date     Condition        Report By
 QK0483  HISTORY     - 1984     MONUMENTED       NGS
 QK0483  HISTORY     - 19950528 GOOD             USPSQD
 QK0483  HISTORY     - 19991118 GOOD             USPSQD
 QK0483  HISTORY     - 20020703 GOOD             INDIV
 QK0483  HISTORY     - 20040530 GOOD             USPSQD
 QK0483  HISTORY     - 20061021 GOOD             USPSQD
 QK0483
 QK0483                          STATION DESCRIPTION
 QK0483
 QK0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0483'21.6 KM (13.5 MI) SOUTH FROM CHARLEVOIX.
 QK0483'21.6 KM (13.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0483'IN CHARLEVOIX, 0.2 KM (0.1 MI) NORTH OF ESSEX ROAD AT THE CEMETERY
 QK0483'WEST, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QK0483'8.1 METERS (26.6 FT) EAST OF A TEN INCH BY TEN INCH BY THIRTY SIX INCH
 QK0483'HIGH HEADSTONE (SUPERNAW), 3.0 METERS (10.0 FT) NORTH OF THE CENTER OF
 QK0483'THE ENTRANCE TO THE CEMETERY, A METAL PIPE FRAME GATE, AND 0.7 METER
 QK0483'(2.4 FT) EAST OF A WIRE FENCE.
 QK0483'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0483'THE MARK IS 2.1 M BELOW CENTERLINE OF HIGHWAY.
 QK0483
 QK0483                          STATION RECOVERY (1995)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0483'RECOVERED IN GOOD CONDITION.
 QK0483
 QK0483                          STATION RECOVERY (1999)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0483'RECOVERED IN GOOD CONDITION.
 QK0483
 QK0483                          STATION RECOVERY (2002)
 QK0483
 QK0483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0483'WITNESS POST IS PRESENT. REFERENCE TO HEADSTONE,WIRE FENCE AND WITNESS
 QK0483'POST ARE STILL VALID.
 QK0483
 QK0483                          STATION RECOVERY (2004)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0483'RECOVERED IN GOOD CONDITION.
 QK0483
 QK0483                          STATION RECOVERY (2006)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 QK0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0371 ***********************************************************************
 PL0371  DESIGNATION -  G 313
 PL0371  PID         -  PL0371
 PL0371  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0371  COUNTRY     -  US
 PL0371  USGS QUAD   -  WILLIAMSBURG (2017)
 PL0371
 PL0371                         *CURRENT SURVEY CONTROL
 PL0371  ______________________________________________________________________
 PL0371* NAD 83(1986) POSITION- 44 49 10.7    (N) 085 27 53.1    (W)   HD_HELD2
 PL0371* NAVD 88 ORTHO HEIGHT -   210.543 (meters)      690.76  (feet) ADJUSTED
 PL0371  ______________________________________________________________________
 PL0371  GEOID HEIGHT    -        -34.412 (meters)                     GEOID18
 PL0371  DYNAMIC HEIGHT  -        210.527 (meters)      690.70  (feet) COMP
 PL0371  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PL0371
 PL0371  VERT ORDER      -  FIRST     CLASS II
 PL0371
 PL0371.The horizontal coordinates were established by autonomous hand held GPS
 PL0371.observations and have an estimated accuracy of +/- 10 meters.
 PL0371
 PL0371.The orthometric height was determined by differential leveling and
 PL0371.adjusted by the NATIONAL GEODETIC SURVEY
 PL0371.in June 1991.
 PL0371
 PL0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0371.GEOID18 height accuracy estimate available here.
 PL0371
 PL0371.Click photographs - Photos may exist for this station.
 PL0371
 PL0371.The dynamic height is computed by dividing the NAVD 88
 PL0371.geopotential number by the normal gravity value computed on the
 PL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0371.degrees latitude (g = 980.6199 gals.).
 PL0371
 PL0371.The modeled gravity was interpolated from observed gravity values.
 PL0371
 PL0371;                    North         East    Units  Estimated Accuracy
 PL0371;SPC MI C     -   167,598.    5,913,158.      MT  (+/- 10 meters HH2 GPS)
 PL0371
 PL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2138064061(NAD 83)
 PL0371
 PL0371                          SUPERSEDED SURVEY CONTROL
 PL0371
 PL0371.No superseded survey control is available for this station.
 PL0371
 PL0371_MARKER: I = METAL ROD
 PL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0371_STAMPING: G 313 1984
 PL0371_MARK LOGO: NGS
 PL0371_PROJECTION: FLUSH
 PL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0371+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 PL0371_ROD/PIPE-DEPTH: 5.5 meters
 PL0371
 PL0371  HISTORY     - Date     Condition        Report By
 PL0371  HISTORY     - 1984     MONUMENTED       NGS
 PL0371  HISTORY     - 20021010 GOOD             USPSQD
 PL0371  HISTORY     - 20060410 GOOD             GEOCAC
 PL0371  HISTORY     - 20091102 MARK NOT FOUND   INDIV
 PL0371
 PL0371                          STATION DESCRIPTION
 PL0371
 PL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0371'10.4 KM (6.5 MI) SW FROM ELK RAPIDS.
 PL0371'10.4 KM (6.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0371'RIVERS STREET IN ELK RAPIDS, 14.1 METERS (46.5 FT) NORTHWEST OF THE
 PL0371'CENTERLINE OF THE HIGHWAY, AND 1.3 METERS (4.4 FT) NORTH OF A TWENTY
 PL0371'FOUR INCH MAPLE TREE.
 PL0371'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0371
 PL0371                          STATION RECOVERY (2002)
 PL0371
 PL0371'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0371'RECOVERED AS DESCRIBED.
 PL0371
 PL0371                          STATION RECOVERY (2006)
 PL0371
 PL0371'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0371'0.6 METERS (2.0 FEET) SOUTHWEST OF CARSONITE WITNESS POST.
 PL0371
 PL0371                          STATION RECOVERY (2009)
 PL0371
 PL0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (KTM)
 PL0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0402 ***********************************************************************
 PL0402  DESIGNATION -  G 314
 PL0402  PID         -  PL0402
 PL0402  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0402  COUNTRY     -  US
 PL0402  USGS QUAD   -  LAKE ANN (2017)
 PL0402
 PL0402                         *CURRENT SURVEY CONTROL
 PL0402  ______________________________________________________________________
 PL0402* NAD 83(1986) POSITION- 44 39 32.0    (N) 085 46 04.8    (W)   HD_HELD2
 PL0402* NAVD 88 ORTHO HEIGHT -   262.717 (meters)      861.93  (feet) ADJUSTED
 PL0402  ______________________________________________________________________
 PL0402  GEOID HEIGHT    -        -34.751 (meters)                     GEOID18
 PL0402  DYNAMIC HEIGHT  -        262.690 (meters)      861.84  (feet) COMP
 PL0402  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 PL0402
 PL0402  VERT ORDER      -  FIRST     CLASS II
 PL0402
 PL0402.The horizontal coordinates were established by autonomous hand held GPS
 PL0402.observations and have an estimated accuracy of +/- 10 meters.
 PL0402
 PL0402.The orthometric height was determined by differential leveling and
 PL0402.adjusted by the NATIONAL GEODETIC SURVEY
 PL0402.in June 1991.
 PL0402
 PL0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0402.GEOID18 height accuracy estimate available here.
 PL0402
 PL0402.Click photographs - Photos may exist for this station.
 PL0402
 PL0402.The dynamic height is computed by dividing the NAVD 88
 PL0402.geopotential number by the normal gravity value computed on the
 PL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0402.degrees latitude (g = 980.6199 gals.).
 PL0402
 PL0402.The modeled gravity was interpolated from observed gravity values.
 PL0402
 PL0402;                    North         East    Units  Estimated Accuracy
 PL0402;SPC MI C     -   150,108.    5,888,870.      MT  (+/- 10 meters HH2 GPS)
 PL0402
 PL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9767445796(NAD 83)
 PL0402
 PL0402                          SUPERSEDED SURVEY CONTROL
 PL0402
 PL0402.No superseded survey control is available for this station.
 PL0402
 PL0402_MARKER: F = FLANGE-ENCASED ROD
 PL0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0402_STAMPING: G 314 1984
 PL0402_MARK LOGO: NGS
 PL0402_PROJECTION: FLUSH
 PL0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0402+STABILITY: POSITION/ELEVATION WELL
 PL0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0402+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 PL0402_ROD/PIPE-DEPTH: 24.4 meters
 PL0402
 PL0402  HISTORY     - Date     Condition        Report By
 PL0402  HISTORY     - 1984     MONUMENTED       NGS
 PL0402  HISTORY     - 19971029 GOOD             USPSQD
 PL0402  HISTORY     - 20250723 GOOD             MIDT
 PL0402
 PL0402                          STATION DESCRIPTION
 PL0402
 PL0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0402'1.7 KM (1.1 MI) NORTH FROM INTERLOCHEN.
 PL0402'1.76 KM (1.1 MI) NORTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0402'AT INTERLOCHEN, AT THE T-JUNCTION OF U.S. HIGHWAY 31, IN THE NORTHWEST
 PL0402'CORNER OF THE HIGHWAYS, 15.5 METERS (51.0 FT) WEST OF THE CENTERLINE
 PL0402'OF LONG LAKE ROAD, 18.0 METERS (59.0 FT) NORTH OF THE CENTERLINE OF
 PL0402'HIGHWAY 31, 10.8 METERS (35.5 FT) SOUTHWEST OF A POWERLINE POLE
 PL0402'NUMBERED 54/GN3/52 1, AND 2.9 METERS (9.5 FT) WEST OF A 30-INCH TWIN
 PL0402'TRUNK OAK TREE.
 PL0402'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 PL0402'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HWY 31.
 PL0402
 PL0402                          STATION RECOVERY (1997)
 PL0402
 PL0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0402'RECOVERED IN GOOD CONDITION.
 PL0402
 PL0402                          STATION RECOVERY (2025)
 PL0402
 PL0402'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PL0402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0295 ***********************************************************************
 OL0295  DESIGNATION -  G 315
 OL0295  PID         -  OL0295
 OL0295  STATE/COUNTY-  MI/MASON
 OL0295  COUNTRY     -  US
 OL0295  USGS QUAD   -  LUDINGTON (2017)
 OL0295
 OL0295                         *CURRENT SURVEY CONTROL
 OL0295  ______________________________________________________________________
 OL0295* NAD 83(1986) POSITION- 43 57 19.     (N) 086 23 22.     (W)   SCALED
 OL0295* NAVD 88 ORTHO HEIGHT -   193.239 (meters)      633.99  (feet) ADJUSTED
 OL0295  ______________________________________________________________________
 OL0295  GEOID HEIGHT    -        -35.292 (meters)                     GEOID18
 OL0295  DYNAMIC HEIGHT  -        193.206 (meters)      633.88  (feet) COMP
 OL0295  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 OL0295
 OL0295  VERT ORDER      -  FIRST     CLASS II
 OL0295
 OL0295.The horizontal coordinates were scaled from a map and have
 OL0295.an estimated accuracy of +/- 6 seconds.
 OL0295
 OL0295.The orthometric height was determined by differential leveling and
 OL0295.adjusted by the NATIONAL GEODETIC SURVEY
 OL0295.in June 1991.
 OL0295
 OL0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0295.GEOID18 height accuracy estimate available here.
 OL0295
 OL0295.Click photographs - Photos may exist for this station.
 OL0295
 OL0295.The dynamic height is computed by dividing the NAVD 88
 OL0295.geopotential number by the normal gravity value computed on the
 OL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0295.degrees latitude (g = 980.6199 gals.).
 OL0295
 OL0295.The modeled gravity was interpolated from observed gravity values.
 OL0295
 OL0295;                    North         East    Units  Estimated Accuracy
 OL0295;SPC MI C     -    72,990.    5,837,650.      MT  (+/- 180 meters Scaled)
 OL0295
 OL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP489670(NAD 83)
 OL0295
 OL0295                          SUPERSEDED SURVEY CONTROL
 OL0295
 OL0295.No superseded survey control is available for this station.
 OL0295
 OL0295_MARKER: I = METAL ROD
 OL0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0295_STAMPING: G 315 1984
 OL0295_MARK LOGO: NGS
 OL0295_PROJECTION: FLUSH
 OL0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0295_ROD/PIPE-DEPTH: 18.3 meters
 OL0295
 OL0295  HISTORY     - Date     Condition        Report By
 OL0295  HISTORY     - 1984     MONUMENTED       NGS
 OL0295  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0295
 OL0295                          STATION DESCRIPTION
 OL0295
 OL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0295'4.6 KM (2.85 MI) EAST FROM LUDINGTON.
 OL0295'4.6 KM (2.85 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0295'LUDINGTON, AT 4413 HIGHWAY 10 OCCUPIED BY WOLF AND GLEASON AUTO BODY
 OL0295'REPAIR, 15.33 METERS (50.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OL0295'29.26 METERS (96.0 FT) NORTH-NORTHWEST CORNER OF THE AUTO REPAIR
 OL0295'BUILDING (A CONCRETE BLOCK BUILDING), 9.75 METERS (32.0 FT) WEST OF
 OL0295'THE CENTER OF THE ENTRANCE DRIVEWAY TO THE SHOP, 2.62 METERS (8.6 FT)
 OL0295'WEST OF A GUY WIRE ANCHOR TO A UTILITY ELECTRIC SERVICE POLE, AND
 OL0295'0.82 METERS (2.7 FT) EAST OF THE ELECTRIC SERVICE POLE.
 OL0295'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 OL0295'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0295
 OL0295                          STATION RECOVERY (2003)
 OL0295
 OL0295'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0340 ***********************************************************************
 OL0340  DESIGNATION -  G 316
 OL0340  PID         -  OL0340
 OL0340  STATE/COUNTY-  MI/OCEANA
 OL0340  COUNTRY     -  US
 OL0340  USGS QUAD   -  SHELBY (2017)
 OL0340
 OL0340                         *CURRENT SURVEY CONTROL
 OL0340  ______________________________________________________________________
 OL0340* NAD 83(1986) POSITION- 43 30 52.     (N) 086 20 52.     (W)   SCALED
 OL0340* NAVD 88 ORTHO HEIGHT -   211.709 (meters)      694.58  (feet) ADJUSTED
 OL0340  ______________________________________________________________________
 OL0340  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 OL0340  DYNAMIC HEIGHT  -        211.668 (meters)      694.45  (feet) COMP
 OL0340  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 OL0340
 OL0340  VERT ORDER      -  FIRST     CLASS II
 OL0340
 OL0340.The horizontal coordinates were scaled from a map and have
 OL0340.an estimated accuracy of +/- 6 seconds.
 OL0340
 OL0340.The orthometric height was determined by differential leveling and
 OL0340.adjusted by the NATIONAL GEODETIC SURVEY
 OL0340.in June 1991.
 OL0340
 OL0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0340.GEOID18 height accuracy estimate available here.
 OL0340
 OL0340.Click photographs - Photos may exist for this station.
 OL0340
 OL0340.The dynamic height is computed by dividing the NAVD 88
 OL0340.geopotential number by the normal gravity value computed on the
 OL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0340.degrees latitude (g = 980.6199 gals.).
 OL0340
 OL0340.The modeled gravity was interpolated from observed gravity values.
 OL0340
 OL0340;                    North         East    Units  Estimated Accuracy
 OL0340;SPC MI S     -   225,650.    3,839,830.      MT  (+/- 180 meters Scaled)
 OL0340
 OL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527181(NAD 83)
 OL0340
 OL0340                          SUPERSEDED SURVEY CONTROL
 OL0340
 OL0340.No superseded survey control is available for this station.
 OL0340
 OL0340_MARKER: I = METAL ROD
 OL0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0340_STAMPING: G 316 1984
 OL0340_MARK LOGO: NGS
 OL0340_PROJECTION: RECESSED 3 CENTIMETERS
 OL0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0340+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 OL0340_ROD/PIPE-DEPTH: 29.3 meters
 OL0340
 OL0340  HISTORY     - Date     Condition        Report By
 OL0340  HISTORY     - 1984     MONUMENTED       NGS
 OL0340  HISTORY     - 19940820 GOOD             USPSQD
 OL0340  HISTORY     - 20010928 GOOD             USPSQD
 OL0340  HISTORY     - 20041009 GOOD             USPSQD
 OL0340  HISTORY     - 20070903 GOOD             GEOCAC
 OL0340  HISTORY     - 20111107 GOOD             ROWEIN
 OL0340
 OL0340                          STATION DESCRIPTION
 OL0340
 OL0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0340'5.0 KM (3.15 MI) SOUTH FROM NEW ERA.
 OL0340'5.0 KM (3.15 MI) SOUTH ALONG OCEANA DRIVE FROM THE POST OFFICE IN NEW
 OL0340'ERA, AT WILKE ROAD LEADING WEST, ALSO 0.9 KM (0.55 MI) NORTH OF THE
 OL0340'CROSSROAD (WINSTON ROAD SOUTHWEST) IN THE SMALL VILLAGE OF ROTHBURY,
 OL0340'22.70 METERS (74.5 FT) WEST OF THE CENTERLINE OF OCEANA DRIVE,
 OL0340'7.92 METERS (26.0 FT) SOUTH OF THE CENTER OF WILKE ROAD, 10.66 METERS
 OL0340'(35.0 FT) EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 0.70 METERS
 OL0340'(2.3 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND TWO
 OL0340'GUY WIRES ATTACHED, AND 4.38 METERS (14.4 FT) NORTH OF THE SOUTH ONE
 OL0340'OF TWO GUY WIRES.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0340'THE MARK IS 0.51 METERS  E FROM A WITNESS POST.
 OL0340'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0340
 OL0340                          STATION RECOVERY (1994)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2001)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2004)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2007)
 OL0340
 OL0340'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2011)
 OL0340
 OL0340'RECOVERY NOTE BY ROWE INCORPORATED 2011 (SJS)
 OL0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0372 ***********************************************************************
 OL0372  FBN         -  This is a Federal Base Network Control Station.
 OL0372  PACS        -  This is a Primary Airport Control Station.
 OL0372  DESIGNATION -  G 317
 OL0372  PID         -  OL0372
 OL0372  STATE/COUNTY-  MI/MUSKEGON
 OL0372  COUNTRY     -  US
 OL0372  USGS QUAD   -  MUSKEGON EAST (2017)
 OL0372
 OL0372                         *CURRENT SURVEY CONTROL
 OL0372  ______________________________________________________________________
 OL0372* NAD 83(2011) POSITION- 43 09 42.90146(N) 086 13 14.63773(W)   ADJUSTED
 OL0372* NAD 83(2011) ELLIP HT-   156.820 (meters)        (06/27/12)   ADJUSTED
 OL0372* NAD 83(2011) EPOCH   -  2010.00
 OL0372* NAVD 88 ORTHO HEIGHT -   190.565 (meters)      625.21  (feet) ADJUSTED
 OL0372  ______________________________________________________________________
 OL0372  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 OL0372  NAD 83(2011) X  -    307,139.408 (meters)                     COMP
 OL0372  NAD 83(2011) Y  - -4,649,648.061 (meters)                     COMP
 OL0372  NAD 83(2011) Z  -  4,340,747.320 (meters)                     COMP
 OL0372  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 OL0372  DYNAMIC HEIGHT  -        190.524 (meters)      625.08  (feet) COMP
 OL0372  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 OL0372  OBS GRAVITY     -    980,400.1   (mgal)                       GRAV_OBS
 OL0372
 OL0372  VERT ORDER      -  FIRST     CLASS II
 OL0372
 OL0372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0372  Standards:
 OL0372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0372  -------------------------------------------------------------------
 OL0372  NETWORK    0.71   1.82           0.32   0.25   0.93     -0.15380957
 OL0372  -------------------------------------------------------------------
 OL0372  Click here for local accuracies and other accuracy information.
 OL0372
 OL0372.This mark is at Muskegon Airport (MKG)
 OL0372
 OL0372.The horizontal coordinates were established by GPS observations
 OL0372.and adjusted by the National Geodetic Survey in June 2012.
 OL0372
 OL0372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0372.been affixed to the stable North American tectonic plate. See 
 OL0372.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0372
 OL0372.The horizontal coordinates are valid at the epoch date displayed above
 OL0372.which is a decimal equivalence of Year/Month/Day.
 OL0372
 OL0372.The orthometric height was determined by differential leveling and
 OL0372.adjusted by the NATIONAL GEODETIC SURVEY
 OL0372.in June 1991.
 OL0372
 OL0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0372.GEOID18 height accuracy estimate available here.
 OL0372
 OL0372.Click photographs - Photos may exist for this station.
 OL0372
 OL0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0372
 OL0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0372
 OL0372.The ellipsoidal height was determined by GPS observations
 OL0372.and is referenced to NAD 83.
 OL0372
 OL0372.The dynamic height is computed by dividing the NAVD 88
 OL0372.geopotential number by the normal gravity value computed on the
 OL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0372.degrees latitude (g = 980.6199 gals.).
 OL0372
 OL0372.The modeled gravity was interpolated from observed gravity values.
 OL0372
 OL0372.The observed gravity was obtained from relative gravimeter ties
 OL0372.to the IGSN71 gravity network.
 OL0372
 OL0372. The following values were computed from the NAD 83(2011) position.
 OL0372
 OL0372;                    North         East     Units Scale Factor Converg.
 OL0372;SPC MI S     -   186,263.120 3,849,239.714   MT  0.99991853   -1 15 42.3
 OL0372;SPC MI S     -   611,099.48 12,628,739.22   iFT  0.99991853   -1 15 42.3
 OL0372;UTM  16      - 4,779,090.373   563,349.884   MT  0.99964937   +0 31 59.1
 OL0372
 OL0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0372!SPC MI S     -   0.99997541  x   0.99991853  =   0.99989394
 OL0372!UTM  16      -   0.99997541  x   0.99964937  =   0.99962479
 OL0372
 OL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6334979090(NAD 83)
 OL0372
 OL0372                          SUPERSEDED SURVEY CONTROL
 OL0372
 OL0372  NAD 83(2007)-  43 09 42.90154(N)    086 13 14.63861(W) AD(2002.00) 0
 OL0372  ELLIP H (02/10/07)  156.833  (m)                       GP(2002.00)    
 OL0372  ELLIP H (06/11/02)  156.836  (m)                       GP(       ) 4 1
 OL0372  NAD 83(1994)-  43 09 42.90125(N)    086 13 14.63932(W) AD(       ) B
 OL0372  ELLIP H (09/20/95)  156.845  (m)                       GP(       ) 1 2
 OL0372  NAVD 88             190.57   (m)          625.2    (f) LEVELING    3  
 OL0372
 OL0372.Superseded values are not recommended for survey control.
 OL0372
 OL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0372.See file dsdata.pdf to determine how the superseded data were derived.
 OL0372
 OL0372_MARKER: F = FLANGE-ENCASED ROD
 OL0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0372_STAMPING: G 317 1984
 OL0372_MARK LOGO: NGS
 OL0372_PROJECTION: FLUSH
 OL0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0372+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 OL0372_ROD/PIPE-DEPTH: 28.0 meters
 OL0372
 OL0372  HISTORY     - Date     Condition        Report By
 OL0372  HISTORY     - 1984     MONUMENTED       NGS
 OL0372  HISTORY     - 19920808 GOOD             USPSQD
 OL0372  HISTORY     - 19940523 GOOD             NGS
 OL0372  HISTORY     - 19940720 GOOD             USPSQD
 OL0372  HISTORY     - 20010426 GOOD             MIDT
 OL0372  HISTORY     - 20090904 GOOD             PREIN
 OL0372  HISTORY     - 20120613 GOOD             MIDT
 OL0372
 OL0372                          STATION DESCRIPTION
 OL0372
 OL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0372'6.2 KM (3.85 MI) SE FROM MUSKEGON HEIGHTS.
 OL0372'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0372'HEIGHTS, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG AIRLINE ROAD, THENCE
 OL0372'0.5 KM (0.35 MI) WEST ALONG AIRPORT ROAD, THENCE 1.6 KM (1.0 MI) SOUTH
 OL0372'ALONG GRAND HAVEN ROAD, AT ELLIS CROSSROAD, 22.79 METERS (74.8 FT)
 OL0372'WEST OF THE CENTERLINE OF GRAND HAVEN ROAD, 24.38 METERS (80.0 FT)
 OL0372'NORTH OF THE CENTER OF ELLIS ROAD, 23.92 METERS (78.5 FT) SOUTH OF THE
 OL0372'CENTER OF A DOUBLE GATE IN THE AIRPORT SECURITY FENCE LINE,
 OL0372'15.84 METERS (52.0 FT) WEST-NORTHWEST OF A FIRE HYDRANT, 1.61 METERS
 OL0372'(5.3 FT) NORTH OF THE CHAIN LINK CORNER FENCE POST, AND 0.27 METERS
 OL0372'(0.9 FT) EAST OF THE CHAIN LINK FENCE.  NOTE, DRIVING RATE MET AND ROD
 OL0372'ANCHORD.
 OL0372'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 OL0372'THE MARK IS ABOVE LEVEL WITH GRAND HAVEN ROAD.
 OL0372
 OL0372                          STATION RECOVERY (1992)
 OL0372
 OL0372'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0372'RECOVERED IN GOOD CONDITION.
 OL0372
 OL0372                          STATION RECOVERY (1994)
 OL0372
 OL0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OL0372'NOTE--TALL TRIPOD NEEDED TO CLEAR 1.8 M (5.9 FT) HIGH METAL FENCE.
 OL0372'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF MUSKEGON, AT THE
 OL0372'SOUTHEAST CORNER OF THE MUSKEGON COUNTY AIRPORT, OUTSIDE OF THE
 OL0372'PERIMETER FENCE, IN THE NORTHWEST ANGLE OF A ROAD JUNCTION, ON THE
 OL0372'SOUTH EDGE OF SECTION 16, T R N, R 16 W.  OWNERSHIP--STATE DEPARTMENT
 OL0372'OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S.
 OL0372'HIGHWAY 31 AND PONTALUNA ROAD (ABOUT 5 KM (3.10 MI) SOUTH OF THE END
 OL0372'OF INTERSTATE HIGHWAY 96) , GO WEST ON PONTALUNA ROAD FOR 0.83 KM
 OL0372'(0.50 MI) TO A CROSSROAD.  TURN RIGHT, NORTH, ON GRAND HAVEN ROAD FOR
 OL0372'3.25 KM (2.00 MI) TO A CROSSROAD (ELLIS ROAD) AND THE STATION ON THE
 OL0372'LEFT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND. STATION IS 13.6 M
 OL0372'(44.6 FT) WEST OF THE EDGE OF GRAND HAVEN ROAD, 19.5 M (64.0 FT) NORTH
 OL0372'OF THE EDGE OF ELLIS ROAD, 1.6 M (5.2 FT) NORTH-NORTHEAST OF A FENCE
 OL0372'CORNER, 0.3 M (1.0 FT) EAST OF THE PERIMETER FENCE, AND 0.3 M (1.0 FT)
 OL0372'SOUTHEAST OF A FIBERGLASS WITNESS POST.  ROD IS RECESSED 5 CM BELOW
 OL0372'GROUND.
 OL0372
 OL0372                          STATION RECOVERY (1994)
 OL0372
 OL0372'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0372'RECOVERED IN GOOD CONDITION.
 OL0372
 OL0372                          STATION RECOVERY (2001)
 OL0372
 OL0372'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (KV)
 OL0372'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 OL0372'TRANSPORTATION IN GOOD CONDITION.  STATION IS GOOD FOR USE WITH
 OL0372'G.P.S.
 OL0372'
 OL0372'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OL0372
 OL0372                          STATION RECOVERY (2009)
 OL0372
 OL0372'RECOVERY NOTE BY PREIN AND NEWHOF 2009 (AWB)
 OL0372'THE AIRPORT RUNWAY WAS EXTENDED AND GRAND HAVEN RD WAS RELOCATED.
 OL0372'THE MARK WAS SAVED DURNING THE RUNWAY EXTENSION AND A MANHOLE CASTING
 OL0372'AND COVER WAS PLACED OVER THE HARN POIT.
 OL0372'THE MAN HOLE IS BURINED 2 FEET BELOW GRADE.
 OL0372'THE POIT IS LOCATED 444.3 FEET SE OF THE SE END OF RUNWAY 32 AND IS 43
 OL0372'FEET NE OF THE CENTERLINE OF RUN WAY 32 EXTENDED.
 OL0372'THE POIT IS INSIDE THE RUNWAY SAFTY ARE.
 OL0372'ACCESS TO THE POINT IS RESTRICTED AND MUST BE COORDINATED WITH THE
 OL0372'AIRPORT MANAGER'S OFFICE AT (231) 798 4596.
 OL0372
 OL0372                          STATION RECOVERY (2012)
 OL0372
 OL0372'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 OL0372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0285 ***********************************************************************
 OL0285  DESIGNATION -  G 318
 OL0285  PID         -  OL0285
 OL0285  STATE/COUNTY-  MI/MASON
 OL0285  COUNTRY     -  US
 OL0285  USGS QUAD   -  CUSTER (2017)
 OL0285
 OL0285                         *CURRENT SURVEY CONTROL
 OL0285  ______________________________________________________________________
 OL0285* NAD 83(1986) POSITION- 43 57 18.     (N) 086 13 42.     (W)   SCALED
 OL0285* NAVD 88 ORTHO HEIGHT -   209.925 (meters)      688.73  (feet) ADJUSTED
 OL0285  ______________________________________________________________________
 OL0285  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 OL0285  DYNAMIC HEIGHT  -        209.889 (meters)      688.61  (feet) COMP
 OL0285  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 OL0285
 OL0285  VERT ORDER      -  FIRST     CLASS II
 OL0285
 OL0285.The horizontal coordinates were scaled from a map and have
 OL0285.an estimated accuracy of +/- 6 seconds.
 OL0285
 OL0285.The orthometric height was determined by differential leveling and
 OL0285.adjusted by the NATIONAL GEODETIC SURVEY
 OL0285.in June 1991.
 OL0285
 OL0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0285.GEOID18 height accuracy estimate available here.
 OL0285
 OL0285.Click photographs - Photos may exist for this station.
 OL0285
 OL0285.The dynamic height is computed by dividing the NAVD 88
 OL0285.geopotential number by the normal gravity value computed on the
 OL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0285.degrees latitude (g = 980.6199 gals.).
 OL0285
 OL0285.The modeled gravity was interpolated from observed gravity values.
 OL0285
 OL0285;                    North         East    Units  Estimated Accuracy
 OL0285;SPC MI C     -    72,650.    5,850,570.      MT  (+/- 180 meters Scaled)
 OL0285
 OL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP619671(NAD 83)
 OL0285
 OL0285                          SUPERSEDED SURVEY CONTROL
 OL0285
 OL0285.No superseded survey control is available for this station.
 OL0285
 OL0285_MARKER: F = FLANGE-ENCASED ROD
 OL0285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0285_STAMPING: G 318 1984
 OL0285_MARK LOGO: NGS
 OL0285_PROJECTION: RECESSED 5 CENTIMETERS
 OL0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0285+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2020
 OL0285_ROD/PIPE-DEPTH: 11.0 meters
 OL0285_SLEEVE-DEPTH  : 3.0 meters
 OL0285
 OL0285  HISTORY     - Date     Condition        Report By
 OL0285  HISTORY     - 1984     MONUMENTED       NGS
 OL0285  HISTORY     - 1984     GOOD             NGS
 OL0285  HISTORY     - 19921109 GOOD             NGS
 OL0285  HISTORY     - 19961024 GOOD             USPSQD
 OL0285  HISTORY     - 20010815 GOOD             NGS
 OL0285  HISTORY     - 20021009 GOOD             USPSQD
 OL0285  HISTORY     - 20051014 GOOD             USPSQD
 OL0285  HISTORY     - 20200727 GOOD             MIDT
 OL0285
 OL0285                          STATION DESCRIPTION
 OL0285
 OL0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0285'0.64 KM (0.4 MI) WEST FROM CUSTER.
 OL0285'0.64 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0285'CUSTER, AT THE SOUTHWEST CORNER OF THE VFW GOLD BAR POST 5096 AND THE
 OL0285'AUXILIARY BUILDING, 38.4 METERS (126.0 FT) NORTH OF THE CENTERLINE OF
 OL0285'HIGHWAY 10, 2.2 METERS (7.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0285'THE VFW BUILDING, 28.6 METERS (92.7 FT) NORTHWEST OF A FLAG POLE,
 OL0285'5.6 METERS (18.5 FT) NORTH OF THE NORTH EDGE OF AN ASPHALT PARKING
 OL0285'AREA, 1.8 METERS (6.0 FT) SOUTHEAST OF A UTILITY POLE WITH A STREET
 OL0285'LIGHT ATTACHED, 22.9 METERS (75.0 FT) WEST OF THE CENTER OF THE SOUTH
 OL0285'ENTRANCE DOORS TO THE BUILDING, AND 1.8 METERS (5.9 FT) SOUTH OF THE
 OL0285'SOUTH FACE OF THE VFW BUILDING.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 OL0285'THE MARK IS 0.91 M ABOVE HIGHWAY.
 OL0285
 OL0285                          STATION RECOVERY (1984)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (1992)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OL0285'0.6 KM (0.35 MI) WESTERLY ALONG U.S.HIGHWAY 10 FROM THE POST OFFICE IN
 OL0285'CUSTER, 38.7 M (127.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.3 M
 OL0285'(92.8 FT) NORTHWEST OF A FLAG POLE, 1.8 M (5.9 FT) SOUTH OF THE SOUTH
 OL0285'FACE OF THE VETERANS OF FOREIGN WARS POST 5O96, 1.3 M (4.3 FT) EAST OF
 OL0285'THE EAST FACE OF THE WEST WING OF THE BUILDING, AND 0.1 M (0.3 FT)
 OL0285'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OL0285'A 5-INCH LOGO CAP.
 OL0285
 OL0285                          STATION RECOVERY (1996)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (2001)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0285
 OL0285                          STATION RECOVERY (2002)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (2005)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (2020)
 OL0285
 OL0285'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 OL0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0423 ***********************************************************************
 NG0423  DESIGNATION -  G 319
 NG0423  PID         -  NG0423
 NG0423  STATE/COUNTY-  MI/ALLEGAN
 NG0423  COUNTRY     -  US
 NG0423  USGS QUAD   -  HAMILTON WEST (2017)
 NG0423
 NG0423                         *CURRENT SURVEY CONTROL
 NG0423  ______________________________________________________________________
 NG0423* NAD 83(1986) POSITION- 42 39 09.     (N) 086 06 52.     (W)   SCALED
 NG0423* NAVD 88 ORTHO HEIGHT -   211.239 (meters)      693.04  (feet) ADJUSTED
 NG0423  ______________________________________________________________________
 NG0423  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 NG0423  DYNAMIC HEIGHT  -        211.184 (meters)      692.86  (feet) COMP
 NG0423  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 NG0423
 NG0423  VERT ORDER      -  FIRST     CLASS II
 NG0423
 NG0423.The horizontal coordinates were scaled from a map and have
 NG0423.an estimated accuracy of +/- 6 seconds.
 NG0423
 NG0423.The orthometric height was determined by differential leveling and
 NG0423.adjusted by the NATIONAL GEODETIC SURVEY
 NG0423.in June 1991.
 NG0423
 NG0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0423.GEOID18 height accuracy estimate available here.
 NG0423
 NG0423.Click photographs - Photos may exist for this station.
 NG0423
 NG0423.The dynamic height is computed by dividing the NAVD 88
 NG0423.geopotential number by the normal gravity value computed on the
 NG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0423.degrees latitude (g = 980.6199 gals.).
 NG0423
 NG0423.The modeled gravity was interpolated from observed gravity values.
 NG0423
 NG0423;                    North         East    Units  Estimated Accuracy
 NG0423;SPC MI S     -   129,500.    3,856,710.      MT  (+/- 180 meters Scaled)
 NG0423
 NG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN725226(NAD 83)
 NG0423
 NG0423                          SUPERSEDED SURVEY CONTROL
 NG0423
 NG0423.No superseded survey control is available for this station.
 NG0423
 NG0423_MARKER: I = METAL ROD
 NG0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0423_STAMPING: G 319 1984
 NG0423_MARK LOGO: NGS
 NG0423_PROJECTION: PROJECTING 2 CENTIMETERS
 NG0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0423_ROD/PIPE-DEPTH: 26.9 meters
 NG0423
 NG0423  HISTORY     - Date     Condition        Report By
 NG0423  HISTORY     - 1984     MONUMENTED       NGS
 NG0423  HISTORY     - 1988     GOOD             USPSQD
 NG0423
 NG0423                          STATION DESCRIPTION
 NG0423
 NG0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0423'6.3 KM (3.95 MI) NORTH FROM FENNVILLE.
 NG0423'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0423'POST OFFICE IN FEENVILLE, THENCE 5.5 KM (3.45 MI) NORTH ALONG 58TH
 NG0423'STREET, AT THE OLD ALLEGAN ROAD LEADING WEST, 10.57 METERS (34.7 FT)
 NG0423'WEST OF THE CENTERLINE OF 58TH STREET, 13.41 METERS (44.0 FT) NORTH OF
 NG0423'THE CENTER OF OLD ALLEGAN ROAD, 5.57 METERS (18.3 FT) EAST-SOUTHEAST
 NG0423'OF A TELEPHONE JUNCTION BOX NUMBERED 3202, 1.88 METERS (6.2 FT)
 NG0423'NORTH-NORTHEAST OF A METAL POST WITH STREET SIGNS ATTACHED (OLD
 NG0423'ALLEGAN ROAD AND 58TH STREET), AND 0.97 METERS (3.2 FT) SOUTHWEST OF A
 NG0423'POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 NG0423'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 NG0423'THE MARK IS ABOVE LEVEL WITH 58TH STREET.
 NG0423
 NG0423                          STATION RECOVERY (1988)
 NG0423
 NG0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0420 ***********************************************************************
 NE0420  DESIGNATION -  G 32
 NE0420  PID         -  NE0420
 NE0420  STATE/COUNTY-  MI/MACOMB
 NE0420  COUNTRY     -  US
 NE0420  USGS QUAD   -  WARREN (2017)
 NE0420
 NE0420                         *CURRENT SURVEY CONTROL
 NE0420  ______________________________________________________________________
 NE0420* NAD 83(1986) POSITION- 42 37 29.     (N) 083 02 30.     (W)   SCALED
 NE0420* NAVD 88 ORTHO HEIGHT -   195.919 (meters)      642.78  (feet) ADJUSTED
 NE0420  ______________________________________________________________________
 NE0420  GEOID HEIGHT    -        -34.646 (meters)                     GEOID18
 NE0420  DYNAMIC HEIGHT  -        195.862 (meters)      642.59  (feet) COMP
 NE0420  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 NE0420
 NE0420  VERT ORDER      -  FIRST     CLASS II
 NE0420
 NE0420.The horizontal coordinates were scaled from a map and have
 NE0420.an estimated accuracy of +/- 6 seconds.
 NE0420
 NE0420.The orthometric height was determined by differential leveling and
 NE0420.adjusted by the NATIONAL GEODETIC SURVEY
 NE0420.in June 1991.
 NE0420
 NE0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0420.GEOID18 height accuracy estimate available here.
 NE0420
 NE0420.Click photographs - Photos may exist for this station.
 NE0420
 NE0420.The dynamic height is computed by dividing the NAVD 88
 NE0420.geopotential number by the normal gravity value computed on the
 NE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0420.degrees latitude (g = 980.6199 gals.).
 NE0420
 NE0420.The modeled gravity was interpolated from observed gravity values.
 NE0420
 NE0420;                    North         East    Units  Estimated Accuracy
 NE0420;SPC MI S     -   125,790.    4,108,680.      MT  (+/- 180 meters Scaled)
 NE0420
 NE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH325211(NAD 83)
 NE0420
 NE0420                          SUPERSEDED SURVEY CONTROL
 NE0420
 NE0420  NGVD 29 (??/??/92)  196.057  (m)          643.23   (f) ADJ UNCH    1 2
 NE0420
 NE0420.Superseded values are not recommended for survey control.
 NE0420
 NE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0420.See file dsdata.pdf to determine how the superseded data were derived.
 NE0420
 NE0420_MARKER: DB = BENCH MARK DISK
 NE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0420_STAMPING: 643.230 G 32 1930
 NE0420_MARK LOGO: CGS
 NE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0420+STABILITY: SURFACE MOTION
 NE0420
 NE0420  HISTORY     - Date     Condition        Report By
 NE0420  HISTORY     - 1930     MONUMENTED       CGS
 NE0420  HISTORY     - 1942     GOOD             CGS
 NE0420  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0420  HISTORY     - 20010304 MARK NOT FOUND   USPSQD
 NE0420
 NE0420                          STATION DESCRIPTION
 NE0420
 NE0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NE0420'AT UTICA.
 NE0420'AT UTICA, MACOMB COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, 25
 NE0420'RAILS NORTH OF THE STATION, AT MILEPOST D 24-BC 85, 2 RAILS
 NE0420'SOUTH OF THE CROSSING OF PONTIAC STREET, AND 20.6 FEET EAST OF
 NE0420'THE EAST RAIL.  A STANDARD DISK, STAMPED 643.230 G 32 1930 AND
 NE0420'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NE0420'GROUND.
 NE0420
 NE0420                          STATION RECOVERY (1994)
 NE0420
 NE0420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0420'MARK NOT FOUND.
 NE0420
 NE0420                          STATION RECOVERY (2001)
 NE0420
 NE0420'RECOVERY NOTE BY US POWER SQUADRON 2001 (LLS)
 NE0420'AREA HAS BEEN RESTRUCTED. PONTIAC STREET NO LONGER EXISTS. THE
 NE0420'RAILROAD TRACKS STILL EXISTS BUT HAS BEEN RELOCATED DUE TO HIGHWAY
 NE0420'CONSTRUTION OF A LIMITED ACCESS ROADWAY (M-59) HALL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0247 ***********************************************************************
 PM0247  DESIGNATION -  G 321
 PM0247  PID         -  PM0247
 PM0247  STATE/COUNTY-  MI/MANISTEE
 PM0247  COUNTRY     -  US
 PM0247  USGS QUAD   -  BRETHREN (2017)
 PM0247
 PM0247                         *CURRENT SURVEY CONTROL
 PM0247  ______________________________________________________________________
 PM0247* NAD 83(1986) POSITION- 44 21 54.     (N) 086 04 47.     (W)   SCALED
 PM0247* NAVD 88 ORTHO HEIGHT -   238.923 (meters)      783.87  (feet) ADJUSTED
 PM0247  ______________________________________________________________________
 PM0247  GEOID HEIGHT    -        -34.846 (meters)                     GEOID18
 PM0247  DYNAMIC HEIGHT  -        238.895 (meters)      783.77  (feet) COMP
 PM0247  MODELED GRAVITY -    980,493.0   (mgal)                       NAVD 88
 PM0247
 PM0247  VERT ORDER      -  FIRST     CLASS II
 PM0247
 PM0247.The horizontal coordinates were scaled from a map and have
 PM0247.an estimated accuracy of +/- 6 seconds.
 PM0247
 PM0247.The orthometric height was determined by differential leveling and
 PM0247.adjusted by the NATIONAL GEODETIC SURVEY
 PM0247.in June 1991.
 PM0247
 PM0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0247.GEOID18 height accuracy estimate available here.
 PM0247
 PM0247.Click photographs - Photos may exist for this station.
 PM0247
 PM0247.The dynamic height is computed by dividing the NAVD 88
 PM0247.geopotential number by the normal gravity value computed on the
 PM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0247.degrees latitude (g = 980.6199 gals.).
 PM0247
 PM0247.The modeled gravity was interpolated from observed gravity values.
 PM0247
 PM0247;                    North         East    Units  Estimated Accuracy
 PM0247;SPC MI C     -   117,930.    5,863,460.      MT  (+/- 180 meters Scaled)
 PM0247
 PM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ733128(NAD 83)
 PM0247
 PM0247                          SUPERSEDED SURVEY CONTROL
 PM0247
 PM0247.No superseded survey control is available for this station.
 PM0247
 PM0247_MARKER: I = METAL ROD
 PM0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0247_STAMPING: G 321 1984
 PM0247_MARK LOGO: NGS
 PM0247_PROJECTION: FLUSH
 PM0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0247+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 PM0247_ROD/PIPE-DEPTH: 20.7 meters
 PM0247
 PM0247  HISTORY     - Date     Condition        Report By
 PM0247  HISTORY     - 1984     MONUMENTED       NGS
 PM0247  HISTORY     - 19961023 GOOD             USPSQD
 PM0247  HISTORY     - 20031010 GOOD             USPSQD
 PM0247
 PM0247                          STATION DESCRIPTION
 PM0247
 PM0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0247'6.9 KM (4.3 MI) SW FROM KALEVA.
 PM0247'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0247'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET (COUNTY ROAD
 PM0247'669), THENCE 3.0 KM (1.9 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD 669),
 PM0247'THENCE 3.3 KM (2.05 MI) SOUTHWEST ALONG COUNTY ROAD 597 (TANNERVILLE
 PM0247'ROAD), THENCE 1.0 KM (0.65 MI) EAST OF ELM ROAD, 11.3 METERS (37.0 FT)
 PM0247'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) EAST OF
 PM0247'A POWERLINE POLE.
 PM0247'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0247'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0247
 PM0247                          STATION RECOVERY (1996)
 PM0247
 PM0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0247'RECOVERED IN GOOD CONDITION.
 PM0247
 PM0247                          STATION RECOVERY (2003)
 PM0247
 PM0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1225 ***********************************************************************
 NF1225  DESIGNATION -  G 322
 NF1225  PID         -  NF1225
 NF1225  STATE/COUNTY-  MI/VAN BUREN
 NF1225  COUNTRY     -  US
 NF1225  USGS QUAD   -  GOBLES EAST (2017)
 NF1225
 NF1225                         *CURRENT SURVEY CONTROL
 NF1225  ______________________________________________________________________
 NF1225* NAD 83(1986) POSITION- 42 21 42.     (N) 085 48 33.     (W)   SCALED
 NF1225* NAVD 88 ORTHO HEIGHT -   245.289 (meters)      804.75  (feet) ADJUSTED
 NF1225  ______________________________________________________________________
 NF1225  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 NF1225  DYNAMIC HEIGHT  -        245.219 (meters)      804.52  (feet) COMP
 NF1225  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 NF1225
 NF1225  VERT ORDER      -  FIRST     CLASS II
 NF1225
 NF1225.The horizontal coordinates were scaled from a map and have
 NF1225.an estimated accuracy of +/- 6 seconds.
 NF1225
 NF1225.The orthometric height was determined by differential leveling and
 NF1225.adjusted by the NATIONAL GEODETIC SURVEY
 NF1225.in June 1991.
 NF1225
 NF1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1225.GEOID18 height accuracy estimate available here.
 NF1225
 NF1225.Click photographs - Photos may exist for this station.
 NF1225
 NF1225.The dynamic height is computed by dividing the NAVD 88
 NF1225.geopotential number by the normal gravity value computed on the
 NF1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1225.degrees latitude (g = 980.6199 gals.).
 NF1225
 NF1225.The modeled gravity was interpolated from observed gravity values.
 NF1225
 NF1225;                    North         East    Units  Estimated Accuracy
 NF1225;SPC MI S     -    96,730.    3,881,180.      MT  (+/- 180 meters Scaled)
 NF1225
 NF1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM980906(NAD 83)
 NF1225
 NF1225                          SUPERSEDED SURVEY CONTROL
 NF1225
 NF1225  NGVD 29 (01/19/93)  245.422  (m)          805.19   (f) ADJUSTED    1 2
 NF1225
 NF1225.Superseded values are not recommended for survey control.
 NF1225
 NF1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1225.See file dsdata.pdf to determine how the superseded data were derived.
 NF1225
 NF1225_MARKER: I = METAL ROD
 NF1225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1225_STAMPING: G 322 1984
 NF1225_MARK LOGO: NGS
 NF1225_PROJECTION: FLUSH
 NF1225_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1225+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1225_ROD/PIPE-DEPTH: 11.6 meters
 NF1225_SLEEVE-DEPTH  : 4.0 meters
 NF1225
 NF1225  HISTORY     - Date     Condition        Report By
 NF1225  HISTORY     - 1984     MONUMENTED       NGS
 NF1225  HISTORY     - 19930619 GOOD             LOCSUR
 NF1225
 NF1225                          STATION DESCRIPTION
 NF1225
 NF1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1225'0.4 KM (0.25 MI) EAST FROM KENDALL.
 NF1225'0.4 KM (0.25 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NF1225'IN KENDALL, 22.9 M (75.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.4
 NF1225'M (14.4 FT) WEST OF THE WEST EDGE OF THE MAIN ENTRANCE TO THE CITY
 NF1225'HALL, 3.0 M (9.8 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 1.7
 NF1225'M (5.6 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING, AND 5.3 M (17.4
 NF1225'FT) NORTH OF THE CENTER OF A CIRCLE DRIVEWAY.  NOTE--ACCESS TO DATUM
 NF1225'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1225'THE MARK IS 0.6 M ABOVE THE ROAD.
 NF1225
 NF1225                          STATION RECOVERY (1993)
 NF1225
 NF1225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1225'A NEW DESCRIPTION FOLLOWS.  STATION IS 0.25 MI (0.40 KM) EASTERLY
 NF1225'ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL.  IT IS 75.1 FT
 NF1225'(22.9 M) NORTH OF THE CENTER LINE OF THE ROAD, 14.4 FT (4.4 M) WEST OF
 NF1225'THE WEST EDGE OF THE MAIN ENTRENCE TO THE CITY HALL, 9.8 FT (3.0 M)
 NF1225'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 5.6 FT (1.7 M) SOUTH OF
 NF1225'THE FACE OF THE BUILDING, AND 17.4 FT (5.3 M) NORTH OF THE CENTER OF A
 NF1225'CIRCLE DRIVEWAY.  NOTE - ACCESS TO DATUM POINT IS HAD THRUGH A 5-INCH
 NF1225'LOGO CAP.  THE ROD IS FLUSH WITH GROUND LEVEL, DRIVEN TO A DEPTH OF
 NF1225'11.6 M.  (38.1 FT) AND 0.6 M (2.0 FT) ABOVE THE HEIGHT OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1224 ***********************************************************************
 NF1224  DESIGNATION -  G 323
 NF1224  PID         -  NF1224
 NF1224  STATE/COUNTY-  MI/VAN BUREN
 NF1224  COUNTRY     -  US
 NF1224  USGS QUAD   -  GOBLES EAST (2017)
 NF1224
 NF1224                         *CURRENT SURVEY CONTROL
 NF1224  ______________________________________________________________________
 NF1224* NAD 83(1986) POSITION- 42 22 16.     (N) 085 49 43.     (W)   SCALED
 NF1224* NAVD 88 ORTHO HEIGHT -   241.649 (meters)      792.81  (feet) ADJUSTED
 NF1224  ______________________________________________________________________
 NF1224  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 NF1224  DYNAMIC HEIGHT  -        241.581 (meters)      792.59  (feet) COMP
 NF1224  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 NF1224
 NF1224  VERT ORDER      -  FIRST     CLASS II
 NF1224
 NF1224.The horizontal coordinates were scaled from a map and have
 NF1224.an estimated accuracy of +/- 6 seconds.
 NF1224
 NF1224.The orthometric height was determined by differential leveling and
 NF1224.adjusted by the NATIONAL GEODETIC SURVEY
 NF1224.in June 1991.
 NF1224
 NF1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1224.GEOID18 height accuracy estimate available here.
 NF1224
 NF1224.Click photographs - Photos may exist for this station.
 NF1224
 NF1224.The dynamic height is computed by dividing the NAVD 88
 NF1224.geopotential number by the normal gravity value computed on the
 NF1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1224.degrees latitude (g = 980.6199 gals.).
 NF1224
 NF1224.The modeled gravity was interpolated from observed gravity values.
 NF1224
 NF1224;                    North         East    Units  Estimated Accuracy
 NF1224;SPC MI S     -    97,810.    3,879,600.      MT  (+/- 180 meters Scaled)
 NF1224
 NF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964916(NAD 83)
 NF1224
 NF1224                          SUPERSEDED SURVEY CONTROL
 NF1224
 NF1224  NGVD 29 (01/19/93)  241.786  (m)          793.26   (f) ADJUSTED    1 2
 NF1224
 NF1224.Superseded values are not recommended for survey control.
 NF1224
 NF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1224.See file dsdata.pdf to determine how the superseded data were derived.
 NF1224
 NF1224_MARKER: I = METAL ROD
 NF1224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1224_STAMPING: G 323 1984
 NF1224_MARK LOGO: NGS
 NF1224_PROJECTION: RECESSED 3 CENTIMETERS
 NF1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1224_ROD/PIPE-DEPTH: 19.5 meters
 NF1224
 NF1224  HISTORY     - Date     Condition        Report By
 NF1224  HISTORY     - 1984     MONUMENTED       NGS
 NF1224  HISTORY     - 20210211 MARK NOT FOUND   MIDT
 NF1224
 NF1224                          STATION DESCRIPTION
 NF1224
 NF1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1224'5.3 KM (3.3 MI) EAST FROM GOBLES.
 NF1224'3.8 KM (2.35 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1224'STATE HIGHWAY 40 IN GOBLES, THENCE 1.4 KM (0.85 MI) NORTH ALONG 29TH
 NF1224'STREET, THENCE 0.1 KM (0.05 MI) NORTH ALONG COUNTY ROAD 653, 36.9 M
 NF1224'(212.1 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE,
 NF1224'36.0 M (118.1 FT) NORTH OF A POWERLINE CROSSING, 9.8 M ( 32.1 FT) WEST
 NF1224'OF THE CENTER OF THE ROAD, AND 0.6 M (2.0 FT) SOUTH OF UNDERGROUND
 NF1224'CABLE JUNCTION BOX NUMBER 13240.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1224'THROUGH A 5-INCH LOGO CAP.
 NF1224'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NF1224'THE MARK IS 0.9 M ABOVE THE ROAD.
 NF1224
 NF1224                          STATION RECOVERY (2021)
 NF1224
 NF1224'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 NF1224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1510 ***********************************************************************
 RL1510  DESIGNATION -  G 324
 RL1510  PID         -  RL1510
 RL1510  STATE/COUNTY-  MI/GOGEBIC
 RL1510  COUNTRY     -  US
 RL1510  USGS QUAD   -  WAKEFIELD (2017)
 RL1510
 RL1510                         *CURRENT SURVEY CONTROL
 RL1510  ______________________________________________________________________
 RL1510* NAD 83(1986) POSITION- 46 29 15.05   (N) 089 55 56.75   (W)   HD_HELD1
 RL1510* NAVD 88 ORTHO HEIGHT -   454.789 (meters)     1492.09  (feet) ADJUSTED
 RL1510  ______________________________________________________________________
 RL1510  GEOID HEIGHT    -        -30.725 (meters)                     GEOID18
 RL1510  DYNAMIC HEIGHT  -        454.807 (meters)     1492.15  (feet) COMP
 RL1510  MODELED GRAVITY -    980,641.2   (mgal)                       NAVD 88
 RL1510
 RL1510  VERT ORDER      -  FIRST     CLASS II
 RL1510
 RL1510.The horizontal coordinates were determined by differentially corrected
 RL1510.hand held GPS observations or other comparable positioning techniques
 RL1510.and have an estimated accuracy of +/- 3 meters.
 RL1510
 RL1510.The orthometric height was determined by differential leveling and
 RL1510.adjusted by the NATIONAL GEODETIC SURVEY
 RL1510.in June 1991.
 RL1510
 RL1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1510.GEOID18 height accuracy estimate available here.
 RL1510
 RL1510.Click photographs - Photos may exist for this station.
 RL1510
 RL1510.The dynamic height is computed by dividing the NAVD 88
 RL1510.geopotential number by the normal gravity value computed on the
 RL1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1510.degrees latitude (g = 980.6199 gals.).
 RL1510
 RL1510.The modeled gravity was interpolated from observed gravity values.
 RL1510
 RL1510;                    North         East    Units  Estimated Accuracy
 RL1510;SPC MI N     -   193,574.0   7,774,919.3     MT  (+/- 3 meters HH1 GPS) 
 RL1510
 RL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7494252394(NAD 83)
 RL1510
 RL1510                          SUPERSEDED SURVEY CONTROL
 RL1510
 RL1510.No superseded survey control is available for this station.
 RL1510
 RL1510_MARKER: DV = VERTICAL CONTROL DISK
 RL1510_SETTING: 66 = SET IN ROCK OUTCROP
 RL1510_STAMPING: G 324 1985
 RL1510_MARK LOGO: NGS
 RL1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1510+STABILITY: POSITION/ELEVATION WELL
 RL1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1510+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 RL1510
 RL1510  HISTORY     - Date     Condition        Report By
 RL1510  HISTORY     - 1985     MONUMENTED       NGS
 RL1510  HISTORY     - 20000731 GOOD             MIDT
 RL1510  HISTORY     - 20030822 GOOD             USPSQD
 RL1510  HISTORY     - 20040808 GOOD             USPSQD
 RL1510  HISTORY     - 20100831 GOOD             MIDT
 RL1510  HISTORY     - 20180724 GOOD             WIDT
 RL1510
 RL1510                          STATION DESCRIPTION
 RL1510
 RL1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1510'2.0 KM (1.25 MI) EAST FROM WAKEFIELD.
 RL1510'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1510'WITH U.S. HIGHWAY 2 IN WAKEFIELD, NEAR THE NORTHEAST END OF AN 8 BY 12
 RL1510'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 102.0 M (334.6 FT) SOUTHWEST
 RL1510'OF THE CENTER OF A PAVED ROAD LEADING TO THOMASTON, 10.8 M (35.4 FT)
 RL1510'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 RL1510'SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP.
 RL1510'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1510'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1510
 RL1510                          STATION RECOVERY (2000)
 RL1510
 RL1510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1510'RECOVERED IN GOOD CONDITION.
 RL1510
 RL1510                          STATION RECOVERY (2003)
 RL1510
 RL1510'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1510'RECOVERED IN GOOD CONDITION.
 RL1510
 RL1510                          STATION RECOVERY (2004)
 RL1510
 RL1510'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1510'RECOVERED IN GOOD CONDITION.
 RL1510
 RL1510                          STATION RECOVERY (2010)
 RL1510
 RL1510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2010 (BLJ)
 RL1510'HEAVY OBSTRUCTION TO SOUTH WOULD PREVENT SURVEY QUALITY GPS
 RL1510'OBSERVATIONS.
 RL1510
 RL1510                          STATION RECOVERY (2018)
 RL1510
 RL1510'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RL1510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1482 ***********************************************************************
 RL1482  DESIGNATION -  G 325
 RL1482  PID         -  RL1482
 RL1482  STATE/COUNTY-  MI/HOUGHTON
 RL1482  COUNTRY     -  US
 RL1482  USGS QUAD   -  GLITTER LAKE (2017)
 RL1482
 RL1482                         *CURRENT SURVEY CONTROL
 RL1482  ______________________________________________________________________
 RL1482* NAD 83(1986) POSITION- 46 29 54.     (N) 088 47 36.     (W)   SCALED
 RL1482* NAVD 88 ORTHO HEIGHT -   410.339 (meters)     1346.25  (feet) ADJUSTED
 RL1482  ______________________________________________________________________
 RL1482  GEOID HEIGHT    -        -32.482 (meters)                     GEOID18
 RL1482  DYNAMIC HEIGHT  -        410.351 (meters)     1346.29  (feet) COMP
 RL1482  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 RL1482
 RL1482  VERT ORDER      -  FIRST     CLASS II
 RL1482
 RL1482.The horizontal coordinates were scaled from a map and have
 RL1482.an estimated accuracy of +/- 6 seconds.
 RL1482
 RL1482.The orthometric height was determined by differential leveling and
 RL1482.adjusted by the NATIONAL GEODETIC SURVEY
 RL1482.in June 1991.
 RL1482
 RL1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1482.GEOID18 height accuracy estimate available here.
 RL1482
 RL1482.Click photographs - Photos may exist for this station.
 RL1482
 RL1482.The dynamic height is computed by dividing the NAVD 88
 RL1482.geopotential number by the normal gravity value computed on the
 RL1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1482.degrees latitude (g = 980.6199 gals.).
 RL1482
 RL1482.The modeled gravity was interpolated from observed gravity values.
 RL1482
 RL1482;                    North         East    Units  Estimated Accuracy
 RL1482;SPC MI N     -   192,170.    7,862,360.      MT  (+/- 180 meters Scaled)
 RL1482
 RL1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS623509(NAD 83)
 RL1482
 RL1482                          SUPERSEDED SURVEY CONTROL
 RL1482
 RL1482.No superseded survey control is available for this station.
 RL1482
 RL1482_MARKER: F = FLANGE-ENCASED ROD
 RL1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1482_STAMPING: G 325 1985
 RL1482_MARK LOGO: NGS
 RL1482_PROJECTION: FLUSH
 RL1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1482+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 RL1482_ROD/PIPE-DEPTH: 12.2 meters
 RL1482
 RL1482  HISTORY     - Date     Condition        Report By
 RL1482  HISTORY     - 1985     MONUMENTED       NGS
 RL1482  HISTORY     - 1989     GOOD             USPSQD
 RL1482  HISTORY     - 20090615 GOOD             MIDT
 RL1482
 RL1482                          STATION DESCRIPTION
 RL1482
 RL1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1482'21.2 KM (13.2 MI) WEST FROM COVINGTON.
 RL1482'21.2 KM (13.2 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1482'WITH U.S. HIGHWAY 141 IN COVINGTON, 13.3 M (43.6 FT) EAST OF THE
 RL1482'CENTER OF A GATE AND DIRT ROAD LEADING SOUTH TO DUNCAN TOWNSHIP
 RL1482'SANITARY LAND FILL, AND 12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF
 RL1482'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1482'CAP.
 RL1482'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1482
 RL1482                          STATION RECOVERY (1989)
 RL1482
 RL1482'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1482'RECOVERED IN GOOD CONDITION.
 RL1482
 RL1482                          STATION RECOVERY (2009)
 RL1482
 RL1482'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1482'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0461 ***********************************************************************
 NG0461  DESIGNATION -  G 326
 NG0461  PID         -  NG0461
 NG0461  STATE/COUNTY-  MI/BERRIEN
 NG0461  COUNTRY     -  US
 NG0461  USGS QUAD   -  BENTON HARBOR (2017)
 NG0461
 NG0461                         *CURRENT SURVEY CONTROL
 NG0461  ______________________________________________________________________
 NG0461* NAD 83(1986) POSITION- 42 07 03.     (N) 086 26 50.     (W)   SCALED
 NG0461* NAVD 88 ORTHO HEIGHT -   184.296 (meters)      604.64  (feet) ADJUSTED
 NG0461  ______________________________________________________________________
 NG0461  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 NG0461  DYNAMIC HEIGHT  -        184.234 (meters)      604.44  (feet) COMP
 NG0461  MODELED GRAVITY -    980,284.6   (mgal)                       NAVD 88
 NG0461
 NG0461  VERT ORDER      -  FIRST     CLASS II
 NG0461
 NG0461.The horizontal coordinates were scaled from a map and have
 NG0461.an estimated accuracy of +/- 6 seconds.
 NG0461
 NG0461.The orthometric height was determined by differential leveling and
 NG0461.adjusted by the NATIONAL GEODETIC SURVEY
 NG0461.in June 1991.
 NG0461
 NG0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0461.GEOID18 height accuracy estimate available here.
 NG0461
 NG0461.Click photographs - Photos may exist for this station.
 NG0461
 NG0461.The dynamic height is computed by dividing the NAVD 88
 NG0461.geopotential number by the normal gravity value computed on the
 NG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0461.degrees latitude (g = 980.6199 gals.).
 NG0461
 NG0461.The modeled gravity was interpolated from observed gravity values.
 NG0461
 NG0461;                    North         East    Units  Estimated Accuracy
 NG0461;SPC MI S     -    70,720.    3,827,960.      MT  (+/- 180 meters Scaled)
 NG0461
 NG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM456629(NAD 83)
 NG0461
 NG0461                          SUPERSEDED SURVEY CONTROL
 NG0461
 NG0461  NGVD 29 (01/19/93)  184.450  (m)          605.15   (f) ADJUSTED    1 2
 NG0461
 NG0461.Superseded values are not recommended for survey control.
 NG0461
 NG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0461.See file dsdata.pdf to determine how the superseded data were derived.
 NG0461
 NG0461_MARKER: F = FLANGE-ENCASED ROD
 NG0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0461_STAMPING: G 326 1985
 NG0461_MARK LOGO: NGS
 NG0461_PROJECTION: RECESSED 2 CENTIMETERS
 NG0461_MAGNETIC: P = MARKER IS A STEEL PIPE
 NG0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0461_ROD/PIPE-DEPTH: 18.3 meters
 NG0461
 NG0461  HISTORY     - Date     Condition        Report By
 NG0461  HISTORY     - 1985     MONUMENTED       NGS
 NG0461  HISTORY     - 20120531 MARK NOT FOUND   MIDT
 NG0461
 NG0461                          STATION DESCRIPTION
 NG0461
 NG0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0461'IN BENTON HARBOR.
 NG0461'IN BENTON HARBOR, AT THE INTERSECTION OF MAIN AND PAW PAW STREETS,
 NG0461'14.0 M (49.5 FT) EAST OF THE CENTER OF PAW PAW STREET, 9.0 M (29.5 FT)
 NG0461'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF MAIN STREET, 2.3 M
 NG0461'(7.5 FT) EAST OF THE EAST EDGE OF A SIDE WALK, AND 1.7 M (5.6 FT)
 NG0461'SOUTH OF THE SOUTH EDGE OF A SIDE WALK.  NOTE--ACCESS TO DATUM POINT
 NG0461'IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0461'THE MARK IS 0.4 M ABOVE MAIN STREET.
 NG0461
 NG0461                          STATION RECOVERY (2012)
 NG0461
 NG0461'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 NG0461'NOT RECOVERED. MARK SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1215 ***********************************************************************
 NF1215  DESIGNATION -  G 327
 NF1215  PID         -  NF1215
 NF1215  STATE/COUNTY-  MI/KALAMAZOO
 NF1215  COUNTRY     -  US
 NF1215  USGS QUAD   -  KALAMAZOO (2017)
 NF1215
 NF1215                         *CURRENT SURVEY CONTROL
 NF1215  ______________________________________________________________________
 NF1215* NAD 83(1986) POSITION- 42 17 40.     (N) 085 34 19.     (W)   SCALED
 NF1215* NAVD 88 ORTHO HEIGHT -   233.564 (meters)      766.28  (feet) ADJUSTED
 NF1215  ______________________________________________________________________
 NF1215  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 NF1215  DYNAMIC HEIGHT  -        233.491 (meters)      766.05  (feet) COMP
 NF1215  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 NF1215
 NF1215  VERT ORDER      -  FIRST     CLASS II
 NF1215
 NF1215.The horizontal coordinates were scaled from a map and have
 NF1215.an estimated accuracy of +/- 6 seconds.
 NF1215
 NF1215.The orthometric height was determined by differential leveling and
 NF1215.adjusted by the NATIONAL GEODETIC SURVEY
 NF1215.in June 1991.
 NF1215
 NF1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1215.GEOID18 height accuracy estimate available here.
 NF1215
 NF1215.Click photographs - Photos may exist for this station.
 NF1215
 NF1215.The dynamic height is computed by dividing the NAVD 88
 NF1215.geopotential number by the normal gravity value computed on the
 NF1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1215.degrees latitude (g = 980.6199 gals.).
 NF1215
 NF1215.The modeled gravity was interpolated from observed gravity values.
 NF1215
 NF1215;                    North         East    Units  Estimated Accuracy
 NF1215;SPC MI S     -    88,960.    3,900,610.      MT  (+/- 180 meters Scaled)
 NF1215
 NF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM177834(NAD 83)
 NF1215
 NF1215                          SUPERSEDED SURVEY CONTROL
 NF1215
 NF1215  NGVD 29 (01/19/93)  233.697  (m)          766.72   (f) ADJUSTED    1 2
 NF1215
 NF1215.Superseded values are not recommended for survey control.
 NF1215
 NF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1215.See file dsdata.pdf to determine how the superseded data were derived.
 NF1215
 NF1215_MARKER: I = METAL ROD
 NF1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1215_STAMPING: G 327 1985
 NF1215_MARK LOGO: NGS
 NF1215_PROJECTION: FLUSH
 NF1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1215_ROD/PIPE-DEPTH: 14.9 meters
 NF1215
 NF1215  HISTORY     - Date     Condition        Report By
 NF1215  HISTORY     - 1985     MONUMENTED       NGS
 NF1215  HISTORY     - 19970307 MARK NOT FOUND   USPSQD
 NF1215  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 NF1215  HISTORY     - 20230111 MARK NOT FOUND   MIDT
 NF1215
 NF1215                          STATION DESCRIPTION
 NF1215
 NF1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1215'IN KALAMAZOO.
 NF1215'IN KALAMAZOO, AT THE INTERSECTION OF MICHIGAN AVENUE AND KING HIGHWAY,
 NF1215'60.3 M (197.8 FT) NORTHWEST OF THE EXTENDED CENTER OF PARKWAY STREET,
 NF1215'37.9 M (124.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 NF1215'OF THE AVENUE, 5.0 M (16.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 NF1215'NORTHWEST BOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST OF
 NF1215'A STREET LIGHT POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1215'5-INCH LOGO CAP.
 NF1215'THE MARK IS 5.2 METERS  SW FROM  A WITNESS POST AND FENCE
 NF1215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NF1215
 NF1215                          STATION RECOVERY (1997)
 NF1215
 NF1215'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1215'MARK NOT FOUND.
 NF1215
 NF1215                          STATION RECOVERY (2002)
 NF1215
 NF1215'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1215'MARK NOT FOUND.
 NF1215
 NF1215                          STATION RECOVERY (2023)
 NF1215
 NF1215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 NF1215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1460 ***********************************************************************
 RL1460  DESIGNATION -  G 328
 RL1460  PID         -  RL1460
 RL1460  STATE/COUNTY-  MI/MARQUETTE
 RL1460  COUNTRY     -  US
 RL1460  USGS QUAD   -  MICHIGAMME (2017)
 RL1460
 RL1460                         *CURRENT SURVEY CONTROL
 RL1460  ______________________________________________________________________
 RL1460* NAD 83(1986) POSITION- 46 32 14.8    (N) 088 06 43.9    (W)   HD_HELD2
 RL1460* NAVD 88 ORTHO HEIGHT -   491.782 (meters)     1613.45  (feet) ADJUSTED
 RL1460  ______________________________________________________________________
 RL1460  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 RL1460  DYNAMIC HEIGHT  -        491.803 (meters)     1613.52  (feet) COMP
 RL1460  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 RL1460
 RL1460  VERT ORDER      -  FIRST     CLASS II
 RL1460
 RL1460.The horizontal coordinates were established by autonomous hand held GPS
 RL1460.observations and have an estimated accuracy of +/- 10 meters.
 RL1460
 RL1460.The orthometric height was determined by differential leveling and
 RL1460.adjusted by the NATIONAL GEODETIC SURVEY
 RL1460.in June 1991.
 RL1460
 RL1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1460.GEOID18 height accuracy estimate available here.
 RL1460
 RL1460.Click photographs - Photos may exist for this station.
 RL1460
 RL1460.The dynamic height is computed by dividing the NAVD 88
 RL1460.geopotential number by the normal gravity value computed on the
 RL1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1460.degrees latitude (g = 980.6199 gals.).
 RL1460
 RL1460.The modeled gravity was interpolated from observed gravity values.
 RL1460
 RL1460;                    North         East    Units  Estimated Accuracy
 RL1460;SPC MI N     -   195,559.    7,914,694.      MT  (+/- 10 meters HH2 GPS)
 RL1460
 RL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1471854364(NAD 83)
 RL1460
 RL1460                          SUPERSEDED SURVEY CONTROL
 RL1460
 RL1460.No superseded survey control is available for this station.
 RL1460
 RL1460_MARKER: DV = VERTICAL CONTROL DISK
 RL1460_SETTING: 66 = SET IN ROCK OUTCROP
 RL1460_STAMPING: G 328 1985
 RL1460_MARK LOGO: NGS
 RL1460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1460+STABILITY: POSITION/ELEVATION WELL
 RL1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1460+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 RL1460
 RL1460  HISTORY     - Date     Condition        Report By
 RL1460  HISTORY     - 1985     MONUMENTED       NGS
 RL1460  HISTORY     - 20050906 GOOD             USPSQD
 RL1460  HISTORY     - 20080623 GOOD             GEOCAC
 RL1460
 RL1460                          STATION DESCRIPTION
 RL1460
 RL1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1460'12.4 KM (7.7 MI) WEST FROM CHAMPION.
 RL1460'12.4 KM (7.7 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1460'IN CHAMPION, IN THE SOUTHERN 1/3 OF AN 8 BY 35 FOOT EXPOSED AREA OF
 RL1460'BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) EAST OF THE BARAGA-MARQUETTE
 RL1460'COUNTY LINE, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1460'AND 4.4 M (14.4 FT) WEST OF THE EAST END OF THE CUT.
 RL1460'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1460'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 RL1460
 RL1460                          STATION RECOVERY (2005)
 RL1460
 RL1460'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL1460'RECOVERED IN GOOD CONDITION.
 RL1460
 RL1460                          STATION RECOVERY (2008)
 RL1460
 RL1460'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RL1460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0462 ***********************************************************************
 RK0462  DESIGNATION -  G 329
 RK0462  PID         -  RK0462
 RK0462  STATE/COUNTY-  MI/MARQUETTE
 RK0462  COUNTRY     -  US
 RK0462  USGS QUAD   -  NEGAUNEE (2017)
 RK0462
 RK0462                         *CURRENT SURVEY CONTROL
 RK0462  ______________________________________________________________________
 RK0462* NAD 83(1986) POSITION- 46 31 51.93   (N) 087 33 07.77   (W)   HD_HELD1
 RK0462* NAVD 88 ORTHO HEIGHT -   429.708 (meters)     1409.80  (feet) ADJUSTED
 RK0462  ______________________________________________________________________
 RK0462  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 RK0462  DYNAMIC HEIGHT  -        429.737 (meters)     1409.90  (feet) COMP
 RK0462  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 RK0462
 RK0462  VERT ORDER      -  FIRST     CLASS II
 RK0462
 RK0462.The horizontal coordinates were determined by differentially corrected
 RK0462.hand held GPS observations or other comparable positioning techniques
 RK0462.and have an estimated accuracy of +/- 3 meters.
 RK0462
 RK0462.The orthometric height was determined by differential leveling and
 RK0462.adjusted by the NATIONAL GEODETIC SURVEY
 RK0462.in June 1991.
 RK0462
 RK0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0462.GEOID18 height accuracy estimate available here.
 RK0462
 RK0462.Click photographs - Photos may exist for this station.
 RK0462
 RK0462.The dynamic height is computed by dividing the NAVD 88
 RK0462.geopotential number by the normal gravity value computed on the
 RK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0462.degrees latitude (g = 980.6199 gals.).
 RK0462
 RK0462.The modeled gravity was interpolated from observed gravity values.
 RK0462
 RK0462;                    North         East    Units  Estimated Accuracy
 RK0462;SPC MI N     -   194,401.6   7,957,643.1     MT  (+/- 3 meters HH1 GPS) 
 RK0462
 RK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5765653206(NAD 83)
 RK0462
 RK0462                          SUPERSEDED SURVEY CONTROL
 RK0462
 RK0462.No superseded survey control is available for this station.
 RK0462
 RK0462_MARKER: F = FLANGE-ENCASED ROD
 RK0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0462_STAMPING: G 329 1985
 RK0462_MARK LOGO: NGS
 RK0462_PROJECTION: FLUSH
 RK0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0462+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2025
 RK0462_ROD/PIPE-DEPTH: 36.6 meters
 RK0462
 RK0462  HISTORY     - Date     Condition        Report By
 RK0462  HISTORY     - 1985     MONUMENTED       NGS
 RK0462  HISTORY     - 19990712 GOOD             MIDT
 RK0462  HISTORY     - 20011011 GOOD             USPSQD
 RK0462  HISTORY     - 20041009 GOOD             USPSQD
 RK0462  HISTORY     - 20060716 GOOD             USPSQD
 RK0462  HISTORY     - 20111102 GOOD             MIDT
 RK0462  HISTORY     - 20181218 GOOD             UPENGN
 RK0462  HISTORY     - 20190114 GOOD             INDIV
 RK0462  HISTORY     - 20221101 GOOD             HEI
 RK0462  HISTORY     - 20250530 GOOD             MIDT
 RK0462
 RK0462                          STATION DESCRIPTION
 RK0462
 RK0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0462'10.0 KM (6.2 MI) WEST FROM MARQUETTE.
 RK0462'10.0 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0462'WITH WASHINGTON STREET IN MARQUETTE, 125.2 M (410.8 FT) NORTHWEST OF
 RK0462'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 29.5 M (96.8
 RK0462'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE NOAA WEATHER BUREAU
 RK0462'OFFICE BUILDING, 20.5 M (67.3 FT) NORTHEAST OF THE CENTER OF A PAVED
 RK0462'ROAD LEADING NORTHWEST TO THE MARQUETTE COUNTY AIRPORT, 8.3 M (27.2
 RK0462'FT) NORTH OF THE CENTER OF THE SOUTHEAST ENTRANCE TO THE OFFICE
 RK0462'BUILDING, AND 0.7 M (2.3 FT) SOUTHWEST OF A SMALL WEATHER TOWER.
 RK0462'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0462'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RK0462'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RK0462
 RK0462                          STATION RECOVERY (1999)
 RK0462
 RK0462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2001)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0462'FORMER NOAA BLDG IS NOW VACANT AND PART OF O'DOVERO PROPERTIES.
 RK0462
 RK0462                          STATION RECOVERY (2004)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0462'MARK IS 1 FT NW FROM WITNESS POST AND BURIED ABOUT 2 INCHES ON FORMER
 RK0462'MARQUETTE COUNTY AIRPORT PROPERTY. FORMER NOAA BUILDING IS NOW ODOVERO
 RK0462'PROPERTIES AND HIGHLAND DEVELOPMENT CENTER OFFICE.  WEATHER TOWER IS
 RK0462'ABSENT.
 RK0462
 RK0462                          STATION RECOVERY (2006)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2011)
 RK0462
 RK0462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2011 (BLJ)
 RK0462'COORDINATES OF MARK DETERMINED VIA RTK GPS VIA MARQUETTE CORS ARP.
 RK0462'LATITUDE = N46D-31M-51.932S  LONGITUDE = W087D-33M-07.767S
 RK0462
 RK0462                          STATION RECOVERY (2018)
 RK0462
 RK0462'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2018 (SRP)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2019)
 RK0462
 RK0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (SRP)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2022)
 RK0462
 RK0462'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2022 (CLE)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2025)
 RK0462
 RK0462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 RK0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME2175 ***********************************************************************
 ME2175  DESIGNATION -  G 330
 ME2175  PID         -  ME2175
 ME2175  STATE/COUNTY-  MI/BERRIEN
 ME2175  COUNTRY     -  US
 ME2175  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2175
 ME2175                         *CURRENT SURVEY CONTROL
 ME2175  ______________________________________________________________________
 ME2175* NAD 83(1986) POSITION- 41 49 53.     (N) 086 40 06.     (W)   SCALED
 ME2175* NAVD 88 ORTHO HEIGHT -   187.760 (meters)      616.01  (feet) ADJUSTED
 ME2175  ______________________________________________________________________
 ME2175  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 ME2175  DYNAMIC HEIGHT  -        187.692 (meters)      615.79  (feet) COMP
 ME2175  MODELED GRAVITY -    980,253.7   (mgal)                       NAVD 88
 ME2175
 ME2175  VERT ORDER      -  FIRST     CLASS II
 ME2175
 ME2175.The horizontal coordinates were scaled from a map and have
 ME2175.an estimated accuracy of +/- 6 seconds.
 ME2175
 ME2175.The orthometric height was determined by differential leveling and
 ME2175.adjusted by the NATIONAL GEODETIC SURVEY
 ME2175.in June 1991.
 ME2175
 ME2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2175.GEOID18 height accuracy estimate available here.
 ME2175
 ME2175.Click photographs - Photos may exist for this station.
 ME2175
 ME2175.The dynamic height is computed by dividing the NAVD 88
 ME2175.geopotential number by the normal gravity value computed on the
 ME2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2175.degrees latitude (g = 980.6199 gals.).
 ME2175
 ME2175.The modeled gravity was interpolated from observed gravity values.
 ME2175
 ME2175;                    North         East    Units  Estimated Accuracy
 ME2175;SPC MI S     -    39,430.    3,808,810.      MT  (+/- 180 meters Scaled)
 ME2175
 ME2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM275311(NAD 83)
 ME2175
 ME2175                          SUPERSEDED SURVEY CONTROL
 ME2175
 ME2175  NGVD 29 (01/19/93)  187.881  (m)          616.41   (f) ADJUSTED    1 2
 ME2175
 ME2175.Superseded values are not recommended for survey control.
 ME2175
 ME2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2175.See file dsdata.pdf to determine how the superseded data were derived.
 ME2175
 ME2175_MARKER: DV = VERTICAL CONTROL DISK
 ME2175_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2175_SP_SET: PIER
 ME2175_STAMPING: G 330 1985
 ME2175_MARK LOGO: NGS
 ME2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2175+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2016
 ME2175
 ME2175  HISTORY     - Date     Condition        Report By
 ME2175  HISTORY     - 1985     MONUMENTED       NGS
 ME2175  HISTORY     - 19980606 GOOD             USPSQD
 ME2175  HISTORY     - 20010331 GOOD             NGS
 ME2175  HISTORY     - 20040622 GOOD             FTCH
 ME2175  HISTORY     - 20160930 GOOD             FTCH
 ME2175
 ME2175                          STATION DESCRIPTION
 ME2175
 ME2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2175'6.0 KM (3.7 MI) NE FROM NEW BUFFALO.
 ME2175'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2175'THE RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 4.8 KM (3.0 MI)
 ME2175'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE
 ME2175'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 4 COLUMNS OF A PIER OF
 ME2175'THE LAKESIDE ROAD OVERPASS OF THE HIGHWAY, 12.7 M (41.7 FT) SOUTHEAST
 ME2175'OF THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 5.2 M
 ME2175'(17.1 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 ME2175'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ME2175
 ME2175                          STATION RECOVERY (1998)
 ME2175
 ME2175'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2175'RECOVERED IN GOOD CONDITION.
 ME2175
 ME2175                          STATION RECOVERY (2001)
 ME2175
 ME2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2175
 ME2175                          STATION RECOVERY (2004)
 ME2175
 ME2175'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2004 (TP)
 ME2175'RECOVERED AS DESCRIBED
 ME2175
 ME2175                          STATION RECOVERY (2016)
 ME2175
 ME2175'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2016 (SWH)
 ME2175'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1049 ***********************************************************************
 NE1049  DESIGNATION -  G 331
 NE1049  PID         -  NE1049
 NE1049  STATE/COUNTY-  MI/WASHTENAW
 NE1049  COUNTRY     -  US
 NE1049  USGS QUAD   -  ANN ARBOR WEST (2017)
 NE1049
 NE1049                         *CURRENT SURVEY CONTROL
 NE1049  ______________________________________________________________________
 NE1049* NAD 83(2011) POSITION- 42 17 06.03266(N) 083 46 48.80456(W)   ADJUSTED
 NE1049* NAD 83(2011) ELLIP HT-   249.521 (meters)        (06/27/12)   ADJUSTED
 NE1049* NAD 83(2011) EPOCH   -  2010.00
 NE1049* NAVD 88 ORTHO HEIGHT -   283.433 (meters)      929.90  (feet) ADJUSTED
 NE1049  ______________________________________________________________________
 NE1049  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 NE1049  NAD 83(2011) X  -    512,020.352 (meters)                     COMP
 NE1049  NAD 83(2011) Y  - -4,698,123.358 (meters)                     COMP
 NE1049  NAD 83(2011) Z  -  4,269,245.178 (meters)                     COMP
 NE1049  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 NE1049  DYNAMIC HEIGHT  -        283.343 (meters)      929.60  (feet) COMP
 NE1049  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 NE1049
 NE1049  VERT ORDER      -  FIRST     CLASS II
 NE1049
 NE1049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1049  Standards:
 NE1049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1049  -------------------------------------------------------------------
 NE1049  NETWORK    4.87   5.02           2.24   1.64   2.56      0.09598978
 NE1049  -------------------------------------------------------------------
 NE1049  Click here for local accuracies and other accuracy information.
 NE1049
 NE1049.The horizontal coordinates were established by GPS observations
 NE1049.and adjusted by the National Geodetic Survey in June 2012.
 NE1049
 NE1049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1049.been affixed to the stable North American tectonic plate. See 
 NE1049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1049
 NE1049.The horizontal coordinates are valid at the epoch date displayed above
 NE1049.which is a decimal equivalence of Year/Month/Day.
 NE1049
 NE1049.The orthometric height was determined by differential leveling and
 NE1049.adjusted by the NATIONAL GEODETIC SURVEY
 NE1049.in June 1991.
 NE1049
 NE1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1049.GEOID18 height accuracy estimate available here.
 NE1049
 NE1049.Click photographs - Photos may exist for this station.
 NE1049
 NE1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1049
 NE1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1049
 NE1049.The ellipsoidal height was determined by GPS observations
 NE1049.and is referenced to NAD 83.
 NE1049
 NE1049.The dynamic height is computed by dividing the NAVD 88
 NE1049.geopotential number by the normal gravity value computed on the
 NE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1049.degrees latitude (g = 980.6199 gals.).
 NE1049
 NE1049.The modeled gravity was interpolated from observed gravity values.
 NE1049
 NE1049. The following values were computed from the NAD 83(2011) position.
 NE1049
 NE1049;                    North         East     Units Scale Factor Converg.
 NE1049;SPC MI S     -    87,365.865 4,048,367.587   MT  0.99996133   +0 23 56.7
 NE1049;SPC MI S     -   286,633.42 13,282,045.89   iFT  0.99996133   +0 23 56.7
 NE1049;UTM  17      - 4,685,164.730   270,770.154   MT  1.00024658   -1 52 17.0
 NE1049
 NE1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1049!SPC MI S     -   0.99996087  x   0.99996133  =   0.99992220
 NE1049!UTM  17      -   0.99996087  x   1.00024658  =   1.00020744
 NE1049
 NE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7077085164(NAD 83)
 NE1049
 NE1049                          SUPERSEDED SURVEY CONTROL
 NE1049
 NE1049  NAD 83(2007)-  42 17 06.03282(N)    083 46 48.80532(W) AD(2002.00) 0
 NE1049  ELLIP H (02/10/07)  249.543  (m)                       GP(2002.00)    
 NE1049  ELLIP H (07/12/02)  249.597  (m)                       GP(       ) 4 1
 NE1049  NAD 83(1994)-  42 17 06.03266(N)    083 46 48.80409(W) AD(       ) 1
 NE1049  ELLIP H (02/03/97)  249.621  (m)                       GP(       ) 4 1
 NE1049  NAD 83(1986)-  42 17 06.03780(N)    083 46 48.83001(W) AD(       ) 1
 NE1049  NAVD 88             283.43   (m)          929.9    (f) LEVELING    3  
 NE1049  NGVD 29 (01/19/93)  283.552  (m)          930.29   (f) ADJUSTED    1 2
 NE1049
 NE1049.Superseded values are not recommended for survey control.
 NE1049
 NE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1049.See file dsdata.pdf to determine how the superseded data were derived.
 NE1049
 NE1049_MARKER: F = FLANGE-ENCASED ROD
 NE1049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1049_STAMPING: G 331 1985
 NE1049_MARK LOGO: NGS
 NE1049_PROJECTION: FLUSH
 NE1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1049+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 NE1049_ROD/PIPE-DEPTH: 22.6 meters
 NE1049
 NE1049  HISTORY     - Date     Condition        Report By
 NE1049  HISTORY     - 1985     MONUMENTED       NGS
 NE1049  HISTORY     - 19930810 GOOD             WOOLPT
 NE1049  HISTORY     - 19930820 GOOD             WOOLPT
 NE1049  HISTORY     - 19930822 GOOD             WOOLPT
 NE1049  HISTORY     - 20010826 MARK NOT FOUND   USPSQD
 NE1049  HISTORY     - 20090107 GOOD             AHI
 NE1049  HISTORY     - 20160509 GOOD             MI0150
 NE1049  HISTORY     - 20160525 GOOD             MIDT
 NE1049  HISTORY     - 20200713 GOOD             MIOTSC
 NE1049  HISTORY     - 20210721 GOOD             MIDT
 NE1049
 NE1049                          STATION DESCRIPTION
 NE1049
 NE1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1049'IN ANN ARBOR.
 NE1049'IN ANN ARBOR, AT THE INTERSECTION OF DEXTER AVENUE AND MAPLE ROAD,
 NE1049'NEAR THE NORTHWEST CORNER OF VETERANS PARK, 30.8 M (101.0 FT)
 NE1049'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE AVENUE,
 NE1049'15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 NE1049'THE ROAD, AND 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A PARK
 NE1049'SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1049'THE MARK IS 1.0 M ABOVE THE ROAD.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (2001)
 NE1049
 NE1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (KMW)
 NE1049'MARK NOT FOUND.
 NE1049
 NE1049                          STATION RECOVERY (2009)
 NE1049
 NE1049'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 2009 (CCM)
 NE1049'RECOVERED IN GOOD CONDITION.
 NE1049
 NE1049                          STATION RECOVERY (2016)
 NE1049
 NE1049'RECOVERY NOTE BY CITY OF ANN ARBOR MICHIGAN 2016
 NE1049'RECOVERED IN GOOD CONDITION.
 NE1049
 NE1049                          STATION RECOVERY (2016)
 NE1049
 NE1049'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NE1049'RECOVERED IN GOOD CONDITION.
 NE1049
 NE1049                          STATION RECOVERY (2020)
 NE1049
 NE1049'RECOVERY NOTE BY MIO TEMP CEN MI DOT 2020 (JB)
 NE1049'RECOVERED IN GOOD CONDITION.
 NE1049
 NE1049                          STATION RECOVERY (2021)
 NE1049
 NE1049'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (RB)
 NE1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7978 ***********************************************************************
 AH7978  DESIGNATION -  G 332
 AH7978  PID         -  AH7978
 AH7978  STATE/COUNTY-  MI/INGHAM
 AH7978  COUNTRY     -  US
 AH7978  USGS QUAD   -  LESLIE (2017)
 AH7978
 AH7978                         *CURRENT SURVEY CONTROL
 AH7978  ______________________________________________________________________
 AH7978* NAD 83(1986) POSITION- 42 26 12.     (N) 084 25 41.     (W)   SCALED
 AH7978* NAVD 88 ORTHO HEIGHT -   289.171 (meters)      948.72  (feet) ADJUSTED
 AH7978  ______________________________________________________________________
 AH7978  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 AH7978  DYNAMIC HEIGHT  -        289.076 (meters)      948.41  (feet) COMP
 AH7978  MODELED GRAVITY -    980,286.2   (mgal)                       NAVD 88
 AH7978
 AH7978  VERT ORDER      -  FIRST     CLASS II
 AH7978
 AH7978.The horizontal coordinates were scaled from a map and have
 AH7978.an estimated accuracy of +/- 6 seconds.
 AH7978
 AH7978.The orthometric height was determined by differential leveling and
 AH7978.adjusted by the NATIONAL GEODETIC SURVEY
 AH7978.in January 2002.
 AH7978
 AH7978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7978.GEOID18 height accuracy estimate available here.
 AH7978
 AH7978.Click photographs - Photos may exist for this station.
 AH7978
 AH7978.The dynamic height is computed by dividing the NAVD 88
 AH7978.geopotential number by the normal gravity value computed on the
 AH7978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7978.degrees latitude (g = 980.6199 gals.).
 AH7978
 AH7978.The modeled gravity was interpolated from observed gravity values.
 AH7978
 AH7978;                    North         East    Units  Estimated Accuracy
 AH7978;SPC MI S     -   104,050.    3,994,950.      MT  (+/- 180 meters Scaled)
 AH7978
 AH7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN115014(NAD 83)
 AH7978
 AH7978                          SUPERSEDED SURVEY CONTROL
 AH7978
 AH7978.No superseded survey control is available for this station.
 AH7978
 AH7978_MARKER: F = FLANGE-ENCASED ROD
 AH7978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7978_STAMPING: G 332 1992
 AH7978_MARK LOGO: NGS
 AH7978_PROJECTION: FLUSH
 AH7978_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7978+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7978_ROD/PIPE-DEPTH: 12.9 meters
 AH7978_SLEEVE-DEPTH  : 0.9 meters
 AH7978
 AH7978  HISTORY     - Date     Condition        Report By
 AH7978  HISTORY     - 1992     MONUMENTED       NGS
 AH7978  HISTORY     - 20000216 GOOD             NGS
 AH7978  HISTORY     - 20060424 GOOD             INDIV
 AH7978  HISTORY     - 20060429 GOOD             USPSQD
 AH7978
 AH7978                          STATION DESCRIPTION
 AH7978
 AH7978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7978'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7978'LESLIE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG MILL STREET, THENCE 1.2
 AH7978'KM (0.75 MI) SOUTHERLY ALONG RUSSELL STREET (STATE ROAD) , 31.6 M
 AH7978'(103.7 FT) NORTH OF THE CENTER OF OLDS ROAD, 10.8 M (35.4 FT) EAST OF
 AH7978'THE ROAD CENTER, 1.8 M (5.9 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3
 AH7978'FT) BELOW THE LEVEL OF STATE ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AH7978'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7978'THE SLEEVE DEPTH DOED NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH7978
 AH7978                          STATION RECOVERY (2000)
 AH7978
 AH7978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7978'RECOVERED AS DESCRIBED.
 AH7978
 AH7978                          STATION RECOVERY (2006)
 AH7978
 AH7978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ANB)
 AH7978'RECOVERED IN GOOD CONDITION.
 AH7978
 AH7978                          STATION RECOVERY (2006)
 AH7978
 AH7978'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7978'MARKER FOUND NEAR FIELD. NO TRESSPASSING SIGN POSTED,
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7948 ***********************************************************************
 AH7948  DESIGNATION -  G 333
 AH7948  PID         -  AH7948
 AH7948  STATE/COUNTY-  MI/CLINTON
 AH7948  COUNTRY     -  US
 AH7948  USGS QUAD   -  EAGLE (2017)
 AH7948
 AH7948                         *CURRENT SURVEY CONTROL
 AH7948  ______________________________________________________________________
 AH7948* NAD 83(1986) POSITION- 42 48 56.     (N) 084 49 45.     (W)   SCALED
 AH7948* NAVD 88 ORTHO HEIGHT -   253.871 (meters)      832.91  (feet) ADJUSTED
 AH7948  ______________________________________________________________________
 AH7948  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 AH7948  DYNAMIC HEIGHT  -        253.799 (meters)      832.67  (feet) COMP
 AH7948  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 AH7948
 AH7948  VERT ORDER      -  FIRST     CLASS II
 AH7948
 AH7948.The horizontal coordinates were scaled from a map and have
 AH7948.an estimated accuracy of +/- 6 seconds.
 AH7948
 AH7948.The orthometric height was determined by differential leveling and
 AH7948.adjusted by the NATIONAL GEODETIC SURVEY
 AH7948.in January 2002.
 AH7948
 AH7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7948.GEOID18 height accuracy estimate available here.
 AH7948
 AH7948.Click photographs - Photos may exist for this station.
 AH7948
 AH7948.The dynamic height is computed by dividing the NAVD 88
 AH7948.geopotential number by the normal gravity value computed on the
 AH7948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7948.degrees latitude (g = 980.6199 gals.).
 AH7948
 AH7948.The modeled gravity was interpolated from observed gravity values.
 AH7948
 AH7948;                    North         East    Units  Estimated Accuracy
 AH7948;SPC MI S     -   146,230.    3,962,180.      MT  (+/- 180 meters Scaled)
 AH7948
 AH7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN774426(NAD 83)
 AH7948
 AH7948                          SUPERSEDED SURVEY CONTROL
 AH7948
 AH7948.No superseded survey control is available for this station.
 AH7948
 AH7948_MARKER: F = FLANGE-ENCASED ROD
 AH7948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7948_STAMPING: G 333 1992
 AH7948_MARK LOGO: NGS
 AH7948_PROJECTION: FLUSH
 AH7948_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7948+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 AH7948_ROD/PIPE-DEPTH: 9.2 meters
 AH7948
 AH7948  HISTORY     - Date     Condition        Report By
 AH7948  HISTORY     - 1992     MONUMENTED       NGS
 AH7948  HISTORY     - 19990408 GOOD             NGS
 AH7948  HISTORY     - 20130107 GOOD             GEODES
 AH7948
 AH7948                          STATION DESCRIPTION
 AH7948
 AH7948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7948'6.7 KM (4.15 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7948'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 28.6 M (93.8
 AH7948'FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 15501, 28.6 M (93.8
 AH7948'FT) SOUTH OF THE AVENUE CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE
 AH7948'CENTER OF RIVER TRAIL, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3
 AH7948'M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 AH7948'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7948
 AH7948                          STATION RECOVERY (1999)
 AH7948
 AH7948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7948'RECOVERED AS DESCRIBED.
 AH7948
 AH7948                          STATION RECOVERY (2013)
 AH7948
 AH7948'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2013 (GMB)
 AH7948'UPDATED WITNESSES ARE AS FOLLOWS
 AH7948'THE MARK IS 105.0 FEET EASTERLY OF TELEPHONE PEDESTAL NO.15503
 AH7948'59.7 FEET WESTERLY OF A STOP SIGN
 AH7948'23.0 FEET SOUTHWESTERLY OF THE CENTERLINE OF GRAND RIVER TRAIL
 AH7948'68.0 FEET SOUTHWESTERLY OF THE CENTERLINE OF EAST GRAND RIVER AVENUE
 AH7948'THE MARK IS IN A CONCRETE CYLINDER IN A TILLED FARM FIELD.
 AH7948'COORDINATES NORTH 42D48M57.224S, WEST 84D49M45.468S
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0486 ***********************************************************************
 NG0486  DESIGNATION -  G 334
 NG0486  PID         -  NG0486
 NG0486  STATE/COUNTY-  MI/VAN BUREN
 NG0486  COUNTRY     -  US
 NG0486  USGS QUAD   -  BANGOR (2017)
 NG0486
 NG0486                         *CURRENT SURVEY CONTROL
 NG0486  ______________________________________________________________________
 NG0486* NAD 83(1986) POSITION- 42 16 48.     (N) 086 06 33.     (W)   SCALED
 NG0486* NAVD 88 ORTHO HEIGHT -   204.363 (meters)      670.48  (feet) ADJUSTED
 NG0486  ______________________________________________________________________
 NG0486  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 NG0486  DYNAMIC HEIGHT  -        204.302 (meters)      670.28  (feet) COMP
 NG0486  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 NG0486
 NG0486  VERT ORDER      -  FIRST     CLASS II
 NG0486
 NG0486.The horizontal coordinates were scaled from a map and have
 NG0486.an estimated accuracy of +/- 6 seconds.
 NG0486
 NG0486.The orthometric height was determined by differential leveling and
 NG0486.adjusted by the NATIONAL GEODETIC SURVEY
 NG0486.in June 1991.
 NG0486
 NG0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0486.GEOID18 height accuracy estimate available here.
 NG0486
 NG0486.Click photographs - Photos may exist for this station.
 NG0486
 NG0486.The dynamic height is computed by dividing the NAVD 88
 NG0486.geopotential number by the normal gravity value computed on the
 NG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0486.degrees latitude (g = 980.6199 gals.).
 NG0486
 NG0486.The modeled gravity was interpolated from observed gravity values.
 NG0486
 NG0486;                    North         East    Units  Estimated Accuracy
 NG0486;SPC MI S     -    88,130.    3,856,280.      MT  (+/- 180 meters Scaled)
 NG0486
 NG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734812(NAD 83)
 NG0486
 NG0486                          SUPERSEDED SURVEY CONTROL
 NG0486
 NG0486  NGVD 29 (01/19/93)  204.498  (m)          670.92   (f) ADJUSTED    1 2
 NG0486
 NG0486.Superseded values are not recommended for survey control.
 NG0486
 NG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0486.See file dsdata.pdf to determine how the superseded data were derived.
 NG0486
 NG0486_MARKER: I = METAL ROD
 NG0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0486_STAMPING: G 334 1985
 NG0486_MARK LOGO: NGS
 NG0486_PROJECTION: FLUSH
 NG0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0486_ROD/PIPE-DEPTH: 7.3 meters
 NG0486
 NG0486  HISTORY     - Date     Condition        Report By
 NG0486  HISTORY     - 1985     MONUMENTED       NGS
 NG0486  HISTORY     - 20000803 GOOD             MI-159
 NG0486  HISTORY     - 20221220 MARK NOT FOUND   MIDT
 NG0486
 NG0486                          STATION DESCRIPTION
 NG0486
 NG0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0486'12.2 KM (7.6 MI) NE FROM HARTFORD.
 NG0486'5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0486'IN HARTFORD, THENCE 7.1 KM (4.4 MI) NORTHERLY ALONG COUNTY ROAD 681,
 NG0486'15.5 M (50.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3
 NG0486'FT) NORTH OF THE EXTENDED CENTER OF COUNTY ROAD 376, 4.0 M (13.1 FT)
 NG0486'NORTH OF A FENCE CORNER, AND 3.7 M (12.1 FT) NORTHWEST OF UTILITY POLE
 NG0486'NUMBER 371-3 WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS THROUGH
 NG0486'A 5-INCH LOGO CAP.
 NG0486'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NG0486'THE MARK IS 1.0 M BELOW THE ROAD.
 NG0486
 NG0486                          STATION RECOVERY (2000)
 NG0486
 NG0486'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0486'4.4 MILES NORTH OF COUNTY FAIRGROUNDS ON CR 681. NOT GOOD FOR GPS.
 NG0486
 NG0486                          STATION RECOVERY (2022)
 NG0486
 NG0486'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NG0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1208 ***********************************************************************
 NF1208  DESIGNATION -  G 335
 NF1208  PID         -  NF1208
 NF1208  STATE/COUNTY-  MI/KALAMAZOO
 NF1208  COUNTRY     -  US
 NF1208  USGS QUAD   -  GALESBURG (2017)
 NF1208
 NF1208                         *CURRENT SURVEY CONTROL
 NF1208  ______________________________________________________________________
 NF1208* NAD 83(1986) POSITION- 42 17 20.27   (N) 085 25 44.98   (W)   HD_HELD1
 NF1208* NAVD 88 ORTHO HEIGHT -   243.595 (meters)      799.19  (feet) ADJUSTED
 NF1208  ______________________________________________________________________
 NF1208  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 NF1208  DYNAMIC HEIGHT  -        243.520 (meters)      798.95  (feet) COMP
 NF1208  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 NF1208
 NF1208  VERT ORDER      -  FIRST     CLASS II
 NF1208
 NF1208.The horizontal coordinates were determined by differentially corrected
 NF1208.hand held GPS observations or other comparable positioning techniques
 NF1208.and have an estimated accuracy of +/- 3 meters.
 NF1208
 NF1208.The orthometric height was determined by differential leveling and
 NF1208.adjusted by the NATIONAL GEODETIC SURVEY
 NF1208.in June 1991.
 NF1208
 NF1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1208.GEOID18 height accuracy estimate available here.
 NF1208
 NF1208.Click photographs - Photos may exist for this station.
 NF1208
 NF1208.The dynamic height is computed by dividing the NAVD 88
 NF1208.geopotential number by the normal gravity value computed on the
 NF1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1208.degrees latitude (g = 980.6199 gals.).
 NF1208
 NF1208.The modeled gravity was interpolated from observed gravity values.
 NF1208
 NF1208;                    North         East    Units  Estimated Accuracy
 NF1208;SPC MI S     -    88,189.6   3,912,376.7     MT  (+/- 3 meters HH1 GPS) 
 NF1208
 NF1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2950483055(NAD 83)
 NF1208
 NF1208                          SUPERSEDED SURVEY CONTROL
 NF1208
 NF1208  NGVD 29 (01/19/93)  243.728  (m)          799.63   (f) ADJUSTED    1 2
 NF1208
 NF1208.Superseded values are not recommended for survey control.
 NF1208
 NF1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1208.See file dsdata.pdf to determine how the superseded data were derived.
 NF1208
 NF1208_MARKER: F = FLANGE-ENCASED ROD
 NF1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1208_STAMPING: G 335 1985
 NF1208_MARK LOGO: NGS
 NF1208_PROJECTION: RECESSED 2 CENTIMETERS
 NF1208_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1208+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2022
 NF1208_ROD/PIPE-DEPTH: 17.0 meters
 NF1208
 NF1208  HISTORY     - Date     Condition        Report By
 NF1208  HISTORY     - 1985     MONUMENTED       NGS
 NF1208  HISTORY     - 19970306 GOOD             USPSQD
 NF1208  HISTORY     - 20030419 GOOD             USPSQD
 NF1208  HISTORY     - 20121025 GOOD             FTCH
 NF1208  HISTORY     - 20221129 GOOD             MIDT
 NF1208
 NF1208                          STATION DESCRIPTION
 NF1208
 NF1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1208'IN GALESBURG.
 NF1208'IN GALESBURG, AT THE INTERSECTION OF MICHIGAN AVENUE AND 35TH STREET,
 NF1208'24.9 M (81.7 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 21.5 M (70.5
 NF1208'FT) WEST OF THE CENTER OF THE STREET, 7.6 M (24.9 FT) NORTH OF THE
 NF1208'NEAR RAIL OF THE CONRAIL RAILROAD, AND 1.2 M (3.9 FT) WEST OF A
 NF1208'UTILITY POLE WITH 2-GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1208'THROUGH A 5-INCH LOGO CAP.
 NF1208'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NF1208'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1208
 NF1208                          STATION RECOVERY (1997)
 NF1208
 NF1208'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1208'RECOVERED IN GOOD CONDITION.
 NF1208
 NF1208                          STATION RECOVERY (2003)
 NF1208
 NF1208'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1208'RECOVERED IN GOOD CONDITION.
 NF1208
 NF1208                          STATION RECOVERY (2012)
 NF1208
 NF1208'RECOVERY NOTE BY FISHEBECK THOMPSON CARR AND HUBER 2012 (SWH)
 NF1208'37.5 FT NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 43.7 FT WEST
 NF1208'OF UTILITY POLE WITH 2-GUY WIRES, 46.2 FT NORTHWEST OF RAILROAD SIGNAL
 NF1208'POLE, 1.0 FT SOUTH OF CARSONITE WITNESS POST.
 NF1208
 NF1208                          STATION RECOVERY (2022)
 NF1208
 NF1208'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 NF1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1188 ***********************************************************************
 NF1188  DESIGNATION -  G 336
 NF1188  PID         -  NF1188
 NF1188  STATE/COUNTY-  MI/CALHOUN
 NF1188  COUNTRY     -  US
 NF1188  USGS QUAD   -  CERESCO (2017)
 NF1188
 NF1188                         *CURRENT SURVEY CONTROL
 NF1188  ______________________________________________________________________
 NF1188* NAD 83(1986) POSITION- 42 17 19.     (N) 085 03 50.     (W)   SCALED
 NF1188* NAVD 88 ORTHO HEIGHT -   278.831 (meters)      914.80  (feet) ADJUSTED
 NF1188  ______________________________________________________________________
 NF1188  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 NF1188  DYNAMIC HEIGHT  -        278.740 (meters)      914.50  (feet) COMP
 NF1188  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 NF1188
 NF1188  VERT ORDER      -  FIRST     CLASS II
 NF1188
 NF1188.The horizontal coordinates were scaled from a map and have
 NF1188.an estimated accuracy of +/- 6 seconds.
 NF1188
 NF1188.The orthometric height was determined by differential leveling and
 NF1188.adjusted by the NATIONAL GEODETIC SURVEY
 NF1188.in June 1991.
 NF1188
 NF1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1188.GEOID18 height accuracy estimate available here.
 NF1188
 NF1188.Click photographs - Photos may exist for this station.
 NF1188
 NF1188.The dynamic height is computed by dividing the NAVD 88
 NF1188.geopotential number by the normal gravity value computed on the
 NF1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1188.degrees latitude (g = 980.6199 gals.).
 NF1188
 NF1188.The modeled gravity was interpolated from observed gravity values.
 NF1188
 NF1188;                    North         East    Units  Estimated Accuracy
 NF1188;SPC MI S     -    87,840.    3,942,500.      MT  (+/- 180 meters Scaled)
 NF1188
 NF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM596836(NAD 83)
 NF1188
 NF1188                          SUPERSEDED SURVEY CONTROL
 NF1188
 NF1188  NGVD 29 (01/19/93)  278.965  (m)          915.24   (f) ADJUSTED    1 2
 NF1188
 NF1188.Superseded values are not recommended for survey control.
 NF1188
 NF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1188.See file dsdata.pdf to determine how the superseded data were derived.
 NF1188
 NF1188_MARKER: I = METAL ROD
 NF1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1188_STAMPING: G 336 1985
 NF1188_MARK LOGO: NGS
 NF1188_PROJECTION: RECESSED 1 CENTIMETERS
 NF1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1188+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 NF1188_ROD/PIPE-DEPTH: 8.5 meters
 NF1188
 NF1188  HISTORY     - Date     Condition        Report By
 NF1188  HISTORY     - 1985     MONUMENTED       NGS
 NF1188  HISTORY     - 20011128 GOOD             NGS
 NF1188  HISTORY     - 20050905 GOOD             INDIV
 NF1188
 NF1188                          STATION DESCRIPTION
 NF1188
 NF1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1188'10.3 KM (6.4 MI) EAST FROM BATTLE CREEK.
 NF1188'10.3 KM (6.4 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1188'BATTLE CREEK, 26.7 M (87.6 FT) NORTHWEST OF THE CENTER OF A PRIVATE
 NF1188'PAVED DRIVEWAY LEADING TO A HOUSE AT 11928 MICHIGAN AVENUE, 14.5 M
 NF1188'(47.6 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 13.3 M (43.6 FT)
 NF1188'SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING SOUTHWEST TO A
 NF1188'HOUSE, AND 0.7 M (2.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS
 NF1188'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1188'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST
 NF1188'THE MARK IS 0.6 M ABOVE THE AVENUE.
 NF1188
 NF1188                          STATION RECOVERY (2001)
 NF1188
 NF1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1188'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1188
 NF1188                          STATION RECOVERY (2005)
 NF1188
 NF1188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1024 ***********************************************************************
 NE1024  DESIGNATION -  G 337
 NE1024  PID         -  NE1024
 NE1024  STATE/COUNTY-  MI/WAYNE
 NE1024  COUNTRY     -  US
 NE1024  USGS QUAD   -  BELLEVILLE (2017)
 NE1024
 NE1024                         *CURRENT SURVEY CONTROL
 NE1024  ______________________________________________________________________
 NE1024* NAD 83(1986) POSITION- 42 13 11.     (N) 083 29 07.     (W)   SCALED
 NE1024* NAVD 88 ORTHO HEIGHT -   205.254 (meters)      673.40  (feet) ADJUSTED
 NE1024  ______________________________________________________________________
 NE1024  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 NE1024  DYNAMIC HEIGHT  -        205.190 (meters)      673.19  (feet) COMP
 NE1024  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 NE1024
 NE1024  VERT ORDER      -  FIRST     CLASS II
 NE1024
 NE1024.The horizontal coordinates were scaled from a map and have
 NE1024.an estimated accuracy of +/- 6 seconds.
 NE1024
 NE1024.The orthometric height was determined by differential leveling and
 NE1024.adjusted by the NATIONAL GEODETIC SURVEY
 NE1024.in June 1991.
 NE1024
 NE1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1024.GEOID18 height accuracy estimate available here.
 NE1024
 NE1024.Click photographs - Photos may exist for this station.
 NE1024
 NE1024.The dynamic height is computed by dividing the NAVD 88
 NE1024.geopotential number by the normal gravity value computed on the
 NE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1024.degrees latitude (g = 980.6199 gals.).
 NE1024
 NE1024.The modeled gravity was interpolated from observed gravity values.
 NE1024
 NE1024;                    North         East    Units  Estimated Accuracy
 NE1024;SPC MI S     -    80,330.    4,072,770.      MT  (+/- 180 meters Scaled)
 NE1024
 NE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG948771(NAD 83)
 NE1024
 NE1024                          SUPERSEDED SURVEY CONTROL
 NE1024
 NE1024  NGVD 29 (01/19/93)  205.387  (m)          673.84   (f) ADJUSTED    1 2
 NE1024
 NE1024.Superseded values are not recommended for survey control.
 NE1024
 NE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1024.See file dsdata.pdf to determine how the superseded data were derived.
 NE1024
 NE1024_MARKER: DV = VERTICAL CONTROL DISK
 NE1024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1024_SP_SET: PIER
 NE1024_STAMPING: G 337 1985
 NE1024_MARK LOGO: NGS
 NE1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1024
 NE1024  HISTORY     - Date     Condition        Report By
 NE1024  HISTORY     - 1985     MONUMENTED       NGS
 NE1024
 NE1024                          STATION DESCRIPTION
 NE1024
 NE1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1024'22.7 KM (14.1 MI) WEST FROM ALLEN PARK.
 NE1024'22.7 KM (14.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1024'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, SET VERTICALLY IN THE
 NE1024'EAST FACE OF THE MOST EASTERLY 1 OF 9 COLUMNS OF THE CENTER PIER OF
 NE1024'THE BELLEVILLE ROAD OVERPASS OF THE HIGHWAY (EXIT 190), 16.9 M (55.4
 NE1024'FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND
 NE1024'16.2 M (53.1 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE
 NE1024'HIGHWAY.
 NE1024'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1000 ***********************************************************************
 NE1000  DESIGNATION -  G 338
 NE1000  PID         -  NE1000
 NE1000  STATE/COUNTY-  MI/WAYNE
 NE1000  COUNTRY     -  US
 NE1000  USGS QUAD   -  DETROIT (2017)
 NE1000
 NE1000                         *CURRENT SURVEY CONTROL
 NE1000  ______________________________________________________________________
 NE1000* NAD 83(1986) POSITION- 42 18 48.     (N) 083 05 27.     (W)   SCALED
 NE1000* NAVD 88 ORTHO HEIGHT -   174.601 (meters)      572.84  (feet) ADJUSTED
 NE1000  ______________________________________________________________________
 NE1000  GEOID HEIGHT    -        -34.536 (meters)                     GEOID18
 NE1000  DYNAMIC HEIGHT  -        174.549 (meters)      572.67  (feet) COMP
 NE1000  MODELED GRAVITY -    980,320.2   (mgal)                       NAVD 88
 NE1000
 NE1000  VERT ORDER      -  FIRST     CLASS II
 NE1000
 NE1000.The horizontal coordinates were scaled from a map and have
 NE1000.an estimated accuracy of +/- 6 seconds.
 NE1000
 NE1000.The orthometric height was determined by differential leveling and
 NE1000.adjusted by the NATIONAL GEODETIC SURVEY
 NE1000.in June 1991.
 NE1000
 NE1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1000.GEOID18 height accuracy estimate available here.
 NE1000
 NE1000.Click photographs - Photos may exist for this station.
 NE1000
 NE1000.The dynamic height is computed by dividing the NAVD 88
 NE1000.geopotential number by the normal gravity value computed on the
 NE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1000.degrees latitude (g = 980.6199 gals.).
 NE1000
 NE1000.The modeled gravity was interpolated from observed gravity values.
 NE1000
 NE1000;                    North         East    Units  Estimated Accuracy
 NE1000;SPC MI S     -    91,140.    4,105,180.      MT  (+/- 180 meters Scaled)
 NE1000
 NE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG276866(NAD 83)
 NE1000
 NE1000                          SUPERSEDED SURVEY CONTROL
 NE1000
 NE1000  NGVD 29 (01/19/93)  174.772  (m)          573.40   (f) ADJUSTED    1 2
 NE1000
 NE1000.Superseded values are not recommended for survey control.
 NE1000
 NE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1000.See file dsdata.pdf to determine how the superseded data were derived.
 NE1000
 NE1000_MARKER: DV = VERTICAL CONTROL DISK
 NE1000_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1000_SP_SET: BRIDGE ABUTMENT
 NE1000_STAMPING: G 338 1985
 NE1000_MARK LOGO: NGS
 NE1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1000+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 NE1000
 NE1000  HISTORY     - Date     Condition        Report By
 NE1000  HISTORY     - 1985     MONUMENTED       NGS
 NE1000  HISTORY     - 20150729 GOOD             INDIV
 NE1000
 NE1000                          STATION DESCRIPTION
 NE1000
 NE1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1000'IN DETROIT.
 NE1000'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND CLARK STREET,
 NE1000'SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST CONCRETE
 NE1000'ABUTMENT OF THE CLARK STREET OVERPASS OF THE HIGHWAY, 17.2 M (56.4 FT)
 NE1000'NORTHEAST OF THE CENTER OF THE STREET, 10.1 M (33.1 FT) SOUTHEAST OF
 NE1000'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6
 NE1000'FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 NE1000'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1000
 NE1000                          STATION RECOVERY (2015)
 NE1000
 NE1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SSI)
 NE1000'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0244 ***********************************************************************
 OJ0244  DESIGNATION -  G 34
 OJ0244  PID         -  OJ0244
 OJ0244  STATE/COUNTY-  MI/TUSCOLA
 OJ0244  COUNTRY     -  US
 OJ0244  USGS QUAD   -  SEBEWAING (2017)
 OJ0244
 OJ0244                         *CURRENT SURVEY CONTROL
 OJ0244  ______________________________________________________________________
 OJ0244* NAD 83(1986) POSITION- 43 40 57.     (N) 083 28 35.     (W)   SCALED
 OJ0244* NAVD 88 ORTHO HEIGHT -   181.898 (meters)      596.78  (feet) ADJUSTED
 OJ0244  ______________________________________________________________________
 OJ0244  GEOID HEIGHT    -        -34.570 (meters)                     GEOID18
 OJ0244  DYNAMIC HEIGHT  -        181.866 (meters)      596.67  (feet) COMP
 OJ0244  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 OJ0244
 OJ0244  VERT ORDER      -  FIRST     CLASS 0
 OJ0244
 OJ0244.The horizontal coordinates were scaled from a map and have
 OJ0244.an estimated accuracy of +/- 6 seconds.
 OJ0244
 OJ0244.The orthometric height was determined by differential leveling and
 OJ0244.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0244.in June 1991.
 OJ0244
 OJ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0244.GEOID18 height accuracy estimate available here.
 OJ0244
 OJ0244.Click photographs - Photos may exist for this station.
 OJ0244
 OJ0244.The dynamic height is computed by dividing the NAVD 88
 OJ0244.geopotential number by the normal gravity value computed on the
 OJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0244.degrees latitude (g = 980.6199 gals.).
 OJ0244
 OJ0244.The modeled gravity was interpolated from observed gravity values.
 OJ0244
 OJ0244;                    North         East    Units  Estimated Accuracy
 OJ0244;SPC MI S     -   242,820.    4,071,780.      MT  (+/- 180 meters Scaled)
 OJ0244
 OJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ003395(NAD 83)
 OJ0244
 OJ0244                          SUPERSEDED SURVEY CONTROL
 OJ0244
 OJ0244  NGVD 29 (??/??/92)  182.047  (m)          597.27   (f) ADJ UNCH    1 0
 OJ0244
 OJ0244.Superseded values are not recommended for survey control.
 OJ0244
 OJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0244.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0244
 OJ0244_MARKER: DB = BENCH MARK DISK
 OJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0244_STAMPING: G 34 1934
 OJ0244_MARK LOGO: CGS
 OJ0244_PROJECTION: FLUSH
 OJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0244+STABILITY: SURFACE MOTION
 OJ0244
 OJ0244  HISTORY     - Date     Condition        Report By
 OJ0244  HISTORY     - 1934     MONUMENTED       CGS
 OJ0244  HISTORY     - 1954     GOOD             CGS
 OJ0244  HISTORY     - 1976     GOOD             NOS
 OJ0244  HISTORY     - 19990530 GOOD             USPSQD
 OJ0244
 OJ0244                          STATION DESCRIPTION
 OJ0244
 OJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 OJ0244'2 MI N FROM UNIONVILLE.
 OJ0244'2.0 MILES NORTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0244'STATION AT UNIONVILLE, TUSCOLA COUNTY, AT KEMPS, 105 YARDS
 OJ0244'NORTH OF MILEPOST S 33-BA 32, AT A GRAVEL-ROAD CROSSING, 48 FEET
 OJ0244'NORTH OF THE CENTERLINE OF THE ROAD, 33 FEET EAST OF THE EAST
 OJ0244'RAIL, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCALE
 OJ0244'HOUSE AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0244'DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0244'NOTE-- SCALE HOUSE IN DESCRIPTION NO LONGER EXISTS.  MILE POST
 OJ0244'33 STILL THERE, BUT BOARD MARKED BA 32 HAS BEEN MOVED NORTH 3
 OJ0244'MILES.
 OJ0244
 OJ0244                          STATION RECOVERY (1976)
 OJ0244
 OJ0244'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0244'2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 OJ0244'STATION AT UNIONVILLE, 0.25 MILE WEST ALONG GOTHAM ROAD FROM THE
 OJ0244'INTERSECTION OF HIGHWAY M25, 48 FEET NORTH OF THE CENTERLINE OF
 OJ0244'THE ROAD, 33 FEET EAST OF THE EAST RAIL.
 OJ0244'THE MARK IS 2 FT BELOW TRACKS.
 OJ0244
 OJ0244                          STATION RECOVERY (1999)
 OJ0244
 OJ0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA5050 ***********************************************************************
 AA5050  DESIGNATION -  G 340
 AA5050  PID         -  AA5050
 AA5050  STATE/COUNTY-  MI/MASON
 AA5050  COUNTRY     -  US
 AA5050  USGS QUAD   -  TALLMAN (2017)
 AA5050
 AA5050                         *CURRENT SURVEY CONTROL
 AA5050  ______________________________________________________________________
 AA5050* NAD 83(1986) POSITION- 43 56 44.     (N) 086 02 56.     (W)   SCALED
 AA5050* NAVD 88 ORTHO HEIGHT -   226.075 (meters)      741.71  (feet) ADJUSTED
 AA5050  ______________________________________________________________________
 AA5050  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 AA5050  DYNAMIC HEIGHT  -        226.037 (meters)      741.59  (feet) COMP
 AA5050  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 AA5050
 AA5050  VERT ORDER      -  FIRST     CLASS II
 AA5050
 AA5050.The horizontal coordinates were scaled from a map and have
 AA5050.an estimated accuracy of +/- 6 seconds.
 AA5050
 AA5050.The orthometric height was determined by differential leveling and
 AA5050.adjusted by the NATIONAL GEODETIC SURVEY
 AA5050.in January 2002.
 AA5050
 AA5050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5050.GEOID18 height accuracy estimate available here.
 AA5050
 AA5050.Click photographs - Photos may exist for this station.
 AA5050
 AA5050.The dynamic height is computed by dividing the NAVD 88
 AA5050.geopotential number by the normal gravity value computed on the
 AA5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5050.degrees latitude (g = 980.6199 gals.).
 AA5050
 AA5050.The modeled gravity was interpolated from observed gravity values.
 AA5050
 AA5050;                    North         East    Units  Estimated Accuracy
 AA5050;SPC MI C     -    71,290.    5,864,950.      MT  (+/- 180 meters Scaled)
 AA5050
 AA5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP763662(NAD 83)
 AA5050
 AA5050                          SUPERSEDED SURVEY CONTROL
 AA5050
 AA5050.No superseded survey control is available for this station.
 AA5050
 AA5050_MARKER: I = METAL ROD
 AA5050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5050_STAMPING: G 340 1992
 AA5050_MARK LOGO: NGS
 AA5050_PROJECTION: FLUSH
 AA5050_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5050+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5050_ROD/PIPE-DEPTH: 12.2 meters
 AA5050
 AA5050  HISTORY     - Date     Condition        Report By
 AA5050  HISTORY     - 1992     MONUMENTED       NGS
 AA5050  HISTORY     - 20031010 GOOD             USPSQD
 AA5050
 AA5050                          STATION DESCRIPTION
 AA5050
 AA5050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5050'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5050'IN CUSTER, 31.6 M (103.7 FT) EAST OF THE EXTENDED CENTERLINE OF LANDON
 AA5050'ROAD, 10.1 M (33.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT)
 AA5050'WEST OF A UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AA5050'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AA5050'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5050
 AA5050                          STATION RECOVERY (2003)
 AA5050
 AA5050'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 AA5050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7871 ***********************************************************************
 AH7871  DESIGNATION -  G 341
 AH7871  PID         -  AH7871
 AH7871  STATE/COUNTY-  MI/MECOSTA
 AH7871  COUNTRY     -  US
 AH7871  USGS QUAD   -  REED CITY SOUTH (2017)
 AH7871
 AH7871                         *CURRENT SURVEY CONTROL
 AH7871  ______________________________________________________________________
 AH7871* NAD 83(1986) POSITION- 43 45 24.23   (N) 085 30 06.92   (W)   HD_HELD1
 AH7871* NAVD 88 ORTHO HEIGHT -   296.572 (meters)      973.00  (feet) ADJUSTED
 AH7871  ______________________________________________________________________
 AH7871  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 AH7871  DYNAMIC HEIGHT  -        296.520 (meters)      972.83  (feet) COMP
 AH7871  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 AH7871
 AH7871  VERT ORDER      -  FIRST     CLASS II
 AH7871
 AH7871.The horizontal coordinates were determined by differentially corrected
 AH7871.hand held GPS observations or other comparable positioning techniques
 AH7871.and have an estimated accuracy of +/- 3 meters.
 AH7871
 AH7871.The orthometric height was determined by differential leveling and
 AH7871.adjusted by the NATIONAL GEODETIC SURVEY
 AH7871.in January 2002.
 AH7871
 AH7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7871.GEOID18 height accuracy estimate available here.
 AH7871
 AH7871.Click photographs - Photos may exist for this station.
 AH7871
 AH7871.The dynamic height is computed by dividing the NAVD 88
 AH7871.geopotential number by the normal gravity value computed on the
 AH7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7871.degrees latitude (g = 980.6199 gals.).
 AH7871
 AH7871.The modeled gravity was interpolated from observed gravity values.
 AH7871
 AH7871;                    North         East    Units  Estimated Accuracy
 AH7871;SPC MI S     -   251,301.7   3,908,574.9     MT  (+/- 3 meters HH1 GPS) 
 AH7871
 AH7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2059745944(NAD 83)
 AH7871
 AH7871                          SUPERSEDED SURVEY CONTROL
 AH7871
 AH7871.No superseded survey control is available for this station.
 AH7871
 AH7871_MARKER: F = FLANGE-ENCASED ROD
 AH7871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7871_STAMPING: G 341 1992
 AH7871_MARK LOGO: NGS
 AH7871_PROJECTION: FLUSH
 AH7871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7871+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 AH7871_ROD/PIPE-DEPTH: 14.9 meters
 AH7871
 AH7871  HISTORY     - Date     Condition        Report By
 AH7871  HISTORY     - 1992     MONUMENTED       NGS
 AH7871  HISTORY     - 20120609 GOOD             GEOCAC
 AH7871  HISTORY     - 20230614 GOOD             MIDT
 AH7871
 AH7871                          STATION DESCRIPTION
 AH7871
 AH7871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7871'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7871'IN BIG RAPIDS, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 AH7871'131 BUSINESS, 106.5 M (349.4 FT) EAST OF THE HIGHWAY CENTERLINE, 19.8
 AH7871'M (65.0 FT) NORTH OF THE NORTHEAST CORNER OF THE KNIGHTS OF COLUMBUS
 AH7871'COUNCIL HALL, 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF TWENTY MILE
 AH7871'ROAD, 1.4 M (4.6 FT) EAST OF UTILITY LIGHT POLE NUMBER HE2 252, AND
 AH7871'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AH7871'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7871
 AH7871                          STATION RECOVERY (2012)
 AH7871
 AH7871'RECOVERY NOTE BY GEOCACHING 2012 (KBH)
 AH7871'RECOVERED IN GOOD CONDITION.
 AH7871
 AH7871                          STATION RECOVERY (2023)
 AH7871
 AH7871'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 AH7871'THE BUILDING IS NO LONGER THE KNIGHTS OF COLUMBUS COUNCIL HALL BUT IS
 AH7871'NOW CHARITY BAPTIST CHURCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7898 ***********************************************************************
 AH7898  DESIGNATION -  G 342
 AH7898  PID         -  AH7898
 AH7898  STATE/COUNTY-  MI/MECOSTA
 AH7898  COUNTRY     -  US
 AH7898  USGS QUAD   -  BLANCHARD (2017)
 AH7898
 AH7898                         *CURRENT SURVEY CONTROL
 AH7898  ______________________________________________________________________
 AH7898* NAD 83(1986) POSITION- 43 32 57.     (N) 085 06 19.     (W)   SCALED
 AH7898* NAVD 88 ORTHO HEIGHT -   297.454 (meters)      975.90  (feet) ADJUSTED
 AH7898  ______________________________________________________________________
 AH7898  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 AH7898  DYNAMIC HEIGHT  -        297.399 (meters)      975.72  (feet) COMP
 AH7898  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 AH7898
 AH7898  VERT ORDER      -  FIRST     CLASS II
 AH7898
 AH7898.The horizontal coordinates were scaled from a map and have
 AH7898.an estimated accuracy of +/- 6 seconds.
 AH7898
 AH7898.The orthometric height was determined by differential leveling and
 AH7898.adjusted by the NATIONAL GEODETIC SURVEY
 AH7898.in January 2002.
 AH7898
 AH7898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7898.GEOID18 height accuracy estimate available here.
 AH7898
 AH7898.Click photographs - Photos may exist for this station.
 AH7898
 AH7898.The dynamic height is computed by dividing the NAVD 88
 AH7898.geopotential number by the normal gravity value computed on the
 AH7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7898.degrees latitude (g = 980.6199 gals.).
 AH7898
 AH7898.The modeled gravity was interpolated from observed gravity values.
 AH7898
 AH7898;                    North         East    Units  Estimated Accuracy
 AH7898;SPC MI S     -   227,890.    3,940,310.      MT  (+/- 180 meters Scaled)
 AH7898
 AH7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP530235(NAD 83)
 AH7898
 AH7898                          SUPERSEDED SURVEY CONTROL
 AH7898
 AH7898.No superseded survey control is available for this station.
 AH7898
 AH7898_MARKER: I = METAL ROD
 AH7898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7898_STAMPING: G 342 1992
 AH7898_MARK LOGO: NGS
 AH7898_PROJECTION: FLUSH
 AH7898_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7898+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2007
 AH7898_ROD/PIPE-DEPTH: 9.5 meters
 AH7898_SLEEVE-DEPTH  : 0.9 meters
 AH7898
 AH7898  HISTORY     - Date     Condition        Report By
 AH7898  HISTORY     - 1992     MONUMENTED       NGS
 AH7898  HISTORY     - 20070602 GOOD             GEOCAC
 AH7898
 AH7898                          STATION DESCRIPTION
 AH7898
 AH7898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7898'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7898'BLANCHARD, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WEST ISABELLA
 AH7898'COUNTY LINE ROAD, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG MILLBROOK
 AH7898'ROAD, 30.4 M (99.7 FT) EAST OF THE CENTER OF 10TH AVENUE, 10.6 M (34.8
 AH7898'FT) NORTH OF THE ROAD CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 AH7898'POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AH7898'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AH7898'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH7898
 AH7898                          STATION RECOVERY (2007)
 AH7898
 AH7898'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 AH7898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH7882 ***********************************************************************
 AH7882  DESIGNATION -  G 343
 AH7882  PID         -  AH7882
 AH7882  STATE/COUNTY-  MI/MECOSTA
 AH7882  COUNTRY     -  US
 AH7882  USGS QUAD   -  CHIPPEWA LAKE SOUTH (2017)
 AH7882
 AH7882                         *CURRENT SURVEY CONTROL
 AH7882  ______________________________________________________________________
 AH7882* NAD 83(1986) POSITION- 43 40 11.00   (N) 085 19 26.45   (W)   HD_HELD1
 AH7882* NAVD 88 ORTHO HEIGHT -   329.043 (meters)     1079.54  (feet) ADJUSTED
 AH7882  ______________________________________________________________________
 AH7882  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 AH7882  DYNAMIC HEIGHT  -        328.984 (meters)     1079.34  (feet) COMP
 AH7882  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 AH7882
 AH7882  VERT ORDER      -  FIRST     CLASS II
 AH7882
 AH7882.The horizontal coordinates were determined by differentially corrected
 AH7882.hand held GPS observations or other comparable positioning techniques
 AH7882.and have an estimated accuracy of +/- 3 meters.
 AH7882
 AH7882.The orthometric height was determined by differential leveling and
 AH7882.adjusted by the NATIONAL GEODETIC SURVEY
 AH7882.in January 2002.
 AH7882
 AH7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7882.GEOID18 height accuracy estimate available here.
 AH7882
 AH7882.Click photographs - Photos may exist for this station.
 AH7882
 AH7882.The dynamic height is computed by dividing the NAVD 88
 AH7882.geopotential number by the normal gravity value computed on the
 AH7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7882.degrees latitude (g = 980.6199 gals.).
 AH7882
 AH7882.The modeled gravity was interpolated from observed gravity values.
 AH7882
 AH7882;                    North         East    Units  Estimated Accuracy
 AH7882;SPC MI S     -   241,457.0   3,922,791.8     MT  (+/- 3 meters HH1 GPS) 
 AH7882
 AH7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3511436555(NAD 83)
 AH7882
 AH7882                          SUPERSEDED SURVEY CONTROL
 AH7882
 AH7882.No superseded survey control is available for this station.
 AH7882
 AH7882_MARKER: F = FLANGE-ENCASED ROD
 AH7882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7882_STAMPING: G 343 1992
 AH7882_MARK LOGO: NGS
 AH7882_PROJECTION: RECESSED 18 CENTIMETERS
 AH7882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7882+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2025
 AH7882_ROD/PIPE-DEPTH: 7.8 meters
 AH7882_SLEEVE-DEPTH  : 3.8 meters
 AH7882
 AH7882  HISTORY     - Date     Condition        Report By
 AH7882  HISTORY     - 1992     MONUMENTED       NGS
 AH7882  HISTORY     - 20200701 GOOD             MIDT
 AH7882  HISTORY     - 20230620 GOOD             MIDT
 AH7882  HISTORY     - 20250721 GOOD             MIDT
 AH7882
 AH7882                          STATION DESCRIPTION
 AH7882
 AH7882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7882'0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7882'IN RODNEY, 14.5 M (47.6 FT) EAST OF THE HIGHWAY CENTERLINE, 13.9 M
 AH7882'(45.6 FT) SOUTH OF THE CENTERLINE OF FOURTEEN MILE ROAD, 0.4 M (1.3
 AH7882'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 AH7882'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH7882'LOGO CAP.
 AH7882
 AH7882                          STATION RECOVERY (2020)
 AH7882
 AH7882'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 AH7882'1.4 FT (0.4 M) NORTH OF UNDERGROUND CABLE JUNCTION BOX.
 AH7882
 AH7882                          STATION RECOVERY (2023)
 AH7882
 AH7882'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 AH7882'WITNESS POST PARTIALLY OBSTRUCTED FROM VIEW BY ABOVE GROUND CABLE
 AH7882'JUNCTION BOX.
 AH7882
 AH7882                          STATION RECOVERY (2025)
 AH7882
 AH7882'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 AH7882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8440 ***********************************************************************
 AH8440  DESIGNATION -  G 344
 AH8440  PID         -  AH8440
 AH8440  STATE/COUNTY-  MI/ST JOSEPH
 AH8440  COUNTRY     -  US
 AH8440  USGS QUAD   -  THREE RIVERS WEST (2017)
 AH8440
 AH8440                         *CURRENT SURVEY CONTROL
 AH8440  ______________________________________________________________________
 AH8440* NAD 83(1986) POSITION- 41 56 59.     (N) 085 38 05.     (W)   SCALED
 AH8440* NAVD 88 ORTHO HEIGHT -   251.006 (meters)      823.51  (feet) ADJUSTED
 AH8440  ______________________________________________________________________
 AH8440  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 AH8440  DYNAMIC HEIGHT  -        250.921 (meters)      823.23  (feet) COMP
 AH8440  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 AH8440
 AH8440  VERT ORDER      -  FIRST     CLASS II
 AH8440
 AH8440.The horizontal coordinates were scaled from a map and have
 AH8440.an estimated accuracy of +/- 6 seconds.
 AH8440
 AH8440.The orthometric height was determined by differential leveling and
 AH8440.adjusted by the NATIONAL GEODETIC SURVEY
 AH8440.in March 2005.
 AH8440
 AH8440.No vertical observational check was made to the station.
 AH8440
 AH8440.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8440.GEOID18 height accuracy estimate available here.
 AH8440
 AH8440.Click photographs - Photos may exist for this station.
 AH8440
 AH8440.The dynamic height is computed by dividing the NAVD 88
 AH8440.geopotential number by the normal gravity value computed on the
 AH8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8440.degrees latitude (g = 980.6199 gals.).
 AH8440
 AH8440.The modeled gravity was interpolated from observed gravity values.
 AH8440
 AH8440;                    North         East    Units  Estimated Accuracy
 AH8440;SPC MI S     -    50,750.    3,894,860.      MT  (+/- 180 meters Scaled)
 AH8440
 AH8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131450(NAD 83)
 AH8440
 AH8440                          SUPERSEDED SURVEY CONTROL
 AH8440
 AH8440.No superseded survey control is available for this station.
 AH8440
 AH8440_MARKER: DV = VERTICAL CONTROL DISK
 AH8440_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AH8440_SP_SET: CHURCH BUILDING FACE
 AH8440_STAMPING: G 344 1992
 AH8440_MARK LOGO: NGS
 AH8440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8440+STABILITY: POSITION/ELEVATION WELL
 AH8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8440+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2016
 AH8440
 AH8440  HISTORY     - Date     Condition        Report By
 AH8440  HISTORY     - 1992     MONUMENTED       NGS
 AH8440  HISTORY     - 20010528 GOOD             NGS
 AH8440  HISTORY     - 20160526 GOOD             MIDT
 AH8440
 AH8440                          STATION DESCRIPTION
 AH8440
 AH8440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8440'IN THREE RIVERS, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 AH8440'PRESBYTERIAN CHURCH AT 320 NORTH MAIN STREET, 24.7 M (81.0 FT) WEST OF
 AH8440'THE CENTERLINE OF MAIN STREET, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF
 AH8440'BENNETT STREET, 8.4 M (27.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 AH8440'CHURCH BELL TOWER, 3.0 M (9.8 FT) WEST OF THE WEST FACE OF THE BELL
 AH8440'TOWER, AND 1.5 M (4.9 FT) ABOVE GROUND SURFACE.
 AH8440
 AH8440                          STATION RECOVERY (2001)
 AH8440
 AH8440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8440'RECOVERED AS DESCRIBED.
 AH8440
 AH8440                          STATION RECOVERY (2016)
 AH8440
 AH8440'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 AH8440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH8415 ***********************************************************************
 AH8415  DESIGNATION -  G 345
 AH8415  PID         -  AH8415
 AH8415  STATE/COUNTY-  MI/KALAMAZOO
 AH8415  COUNTRY     -  US
 AH8415  USGS QUAD   -  KALAMAZOO (2017)
 AH8415
 AH8415                         *CURRENT SURVEY CONTROL
 AH8415  ______________________________________________________________________
 AH8415* NAD 83(1986) POSITION- 42 15 35.60   (N) 085 34 40.90   (W)   HD_HELD1
 AH8415* NAVD 88 ORTHO HEIGHT -   245.060 (meters)      804.00  (feet) ADJUSTED
 AH8415  ______________________________________________________________________
 AH8415  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 AH8415  DYNAMIC HEIGHT  -        244.983 (meters)      803.75  (feet) COMP
 AH8415  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 AH8415
 AH8415  VERT ORDER      -  FIRST     CLASS II
 AH8415
 AH8415.The horizontal coordinates were determined by differentially corrected
 AH8415.hand held GPS observations or other comparable positioning techniques
 AH8415.and have an estimated accuracy of +/- 3 meters.
 AH8415
 AH8415.The orthometric height was determined by differential leveling and
 AH8415.adjusted by the NATIONAL GEODETIC SURVEY
 AH8415.in March 2005.
 AH8415
 AH8415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8415.GEOID18 height accuracy estimate available here.
 AH8415
 AH8415.Click photographs - Photos may exist for this station.
 AH8415
 AH8415.The dynamic height is computed by dividing the NAVD 88
 AH8415.geopotential number by the normal gravity value computed on the
 AH8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8415.degrees latitude (g = 980.6199 gals.).
 AH8415
 AH8415.The modeled gravity was interpolated from observed gravity values.
 AH8415
 AH8415;                    North         East    Units  Estimated Accuracy
 AH8415;SPC MI S     -    85,126.2   3,900,054.1     MT  (+/- 3 meters HH1 GPS) 
 AH8415
 AH8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1728579610(NAD 83)
 AH8415
 AH8415                          SUPERSEDED SURVEY CONTROL
 AH8415
 AH8415.No superseded survey control is available for this station.
 AH8415
 AH8415_MARKER: F = FLANGE-ENCASED ROD
 AH8415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8415_STAMPING: G 345 1992
 AH8415_MARK LOGO: NGS
 AH8415_PROJECTION: RECESSED 15 CENTIMETERS
 AH8415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8415+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AH8415_ROD/PIPE-DEPTH: 22.3 meters
 AH8415
 AH8415  HISTORY     - Date     Condition        Report By
 AH8415  HISTORY     - 1992     MONUMENTED       NGS
 AH8415  HISTORY     - 20010528 GOOD             NGS
 AH8415  HISTORY     - 20080505 GOOD             COLEM
 AH8415
 AH8415                          STATION DESCRIPTION
 AH8415
 AH8415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8415'IN KALAMAZOO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND CORK
 AH8415'STREET, 34.4 M (112.9 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.6
 AH8415'M (34.8 FT) WEST OF AND LEVEL WITH THE NEAR RAIL, 1.3 M (4.3 FT) NORTH
 AH8415'OF THE NORTH LEG OF A BILLBOARD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AH8415'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8415
 AH8415                          STATION RECOVERY (2001)
 AH8415
 AH8415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8415'RECOVERED AS DESCRIBED.
 AH8415
 AH8415                          STATION RECOVERY (2008)
 AH8415
 AH8415'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 AH8415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AB8199 ***********************************************************************
 AB8199  DESIGNATION -  G 346
 AB8199  PID         -  AB8199
 AB8199  STATE/COUNTY-  MI/LUCE
 AB8199  COUNTRY     -  US
 AB8199  USGS QUAD   -  BETSY LAKE SOUTH (2017)
 AB8199
 AB8199                         *CURRENT SURVEY CONTROL
 AB8199  ______________________________________________________________________
 AB8199* NAD 83(1986) POSITION- 46 34 22.5    (N) 085 16 35.1    (W)   HD_HELD2
 AB8199* NAVD 88 ORTHO HEIGHT -   218.345 (meters)      716.35  (feet) ADJUSTED
 AB8199  ______________________________________________________________________
 AB8199  GEOID HEIGHT    -        -36.124 (meters)                     GEOID18
 AB8199  DYNAMIC HEIGHT  -        218.356 (meters)      716.39  (feet) COMP
 AB8199  MODELED GRAVITY -    980,661.4   (mgal)                       NAVD 88
 AB8199
 AB8199  VERT ORDER      -  SECOND    CLASS I
 AB8199
 AB8199.The horizontal coordinates were established by autonomous hand held GPS
 AB8199.observations and have an estimated accuracy of +/- 10 meters.
 AB8199
 AB8199.The orthometric height was determined by differential leveling and
 AB8199.adjusted by the NATIONAL GEODETIC SURVEY
 AB8199.in July 2002.
 AB8199
 AB8199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8199.GEOID18 height accuracy estimate available here.
 AB8199
 AB8199.Click photographs - Photos may exist for this station.
 AB8199
 AB8199.The dynamic height is computed by dividing the NAVD 88
 AB8199.geopotential number by the normal gravity value computed on the
 AB8199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8199.degrees latitude (g = 980.6199 gals.).
 AB8199
 AB8199.The modeled gravity was interpolated from observed gravity values.
 AB8199
 AB8199;                    North         East    Units  Estimated Accuracy
 AB8199;SPC MI N     -   200,339.    8,132,108.      MT  (+/- 10 meters HH2 GPS)
 AB8199
 AB8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3207559148(NAD 83)
 AB8199
 AB8199                          SUPERSEDED SURVEY CONTROL
 AB8199
 AB8199.No superseded survey control is available for this station.
 AB8199
 AB8199_MARKER: I = METAL ROD
 AB8199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8199_STAMPING: G 346 1996
 AB8199_MARK LOGO: NGS
 AB8199_PROJECTION: FLUSH
 AB8199_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8199+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8199_ROD/PIPE-DEPTH: 25.8 meters
 AB8199
 AB8199  HISTORY     - Date     Condition        Report By
 AB8199  HISTORY     - 1996     MONUMENTED       NGS
 AB8199  HISTORY     - 20040825 GOOD             USPSQD
 AB8199  HISTORY     - 20151103 GOOD             MIDT
 AB8199
 AB8199                          STATION DESCRIPTION
 AB8199
 AB8199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8199'24.3 KM (15.10 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8199'OF WHITEFISH ROAD IN PARADISE, 9.0 M (29.5 FT) SOUTHEAST OF AND LEVEL
 AB8199'WITH THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) WEST OF THE NORTHWEST
 AB8199'CORNER OF A SHED, AND 3.7 M (12.1 FT) SOUTHWEST OF UNDERGROUND CABLE
 AB8199'JUNCTION BOX NUMBER HA1 20T.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8199'THROUGH A 5-INCH LOGO CAP.
 AB8199
 AB8199                          STATION RECOVERY (2004)
 AB8199
 AB8199'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8199'RECOVERED IN GOOD CONDITION.
 AB8199
 AB8199                          STATION RECOVERY (2015)
 AB8199
 AB8199'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2015 (LEW)
 AB8199'LOCATED AT PROPERTY NUMBER 26514, N50W-0.8 FEET OF A 1.5 FEET HIGH
 AB8199'CARSONITE WITNESS POST. THE ALUMINUM ACCESS BOX WITH HINGED ACCESS
 AB8199'COVER IS ENCASED BY A 12 INCH DIAMETER POURED CONC. MONUMENT THAT IS
 AB8199'FLUSH WITH GROUND.  SET A 1/2 INCH REBAR ALONGSIDE THE NORTHWEST SIDE
 AB8199'OF THE CONC. TO CREATE A MAGNETIC DRAW.  THE SHED AND UNDERGROUND
 AB8199'CABLE JUNCTION BOX FROM THE 1996 DESCRIPTION ARE IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC5811 ***********************************************************************
 AC5811  DESIGNATION -  G 347
 AC5811  PID         -  AC5811
 AC5811  STATE/COUNTY-  MI/KEWEENAW
 AC5811  COUNTRY     -  US
 AC5811  USGS QUAD   -  LAKE MEDORA (2017)
 AC5811
 AC5811                         *CURRENT SURVEY CONTROL
 AC5811  ______________________________________________________________________
 AC5811* NAD 83(2011) POSITION- 47 22 30.91308(N) 087 57 54.69536(W)   ADJUSTED
 AC5811* NAD 83(2011) ELLIP HT-   149.788 (meters)        (06/27/12)   ADJUSTED
 AC5811* NAD 83(2011) EPOCH   -  2010.00
 AC5811* NAVD 88 ORTHO HEIGHT -   185.304 (meters)      607.95  (feet) ADJUSTED
 AC5811  ______________________________________________________________________
 AC5811  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 AC5811  NAD 83(2011) X  -    153,643.692 (meters)                     COMP
 AC5811  NAD 83(2011) Y  - -4,324,456.568 (meters)                     COMP
 AC5811  NAD 83(2011) Z  -  4,670,226.925 (meters)                     COMP
 AC5811  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 AC5811  DYNAMIC HEIGHT  -        185.331 (meters)      608.04  (feet) COMP
 AC5811  MODELED GRAVITY -    980,757.6   (mgal)                       NAVD 88
 AC5811
 AC5811  VERT ORDER      -  SECOND    CLASS I
 AC5811
 AC5811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5811  Standards:
 AC5811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5811  -------------------------------------------------------------------
 AC5811  NETWORK    0.59   1.22           0.27   0.20   0.62      0.10428040
 AC5811  -------------------------------------------------------------------
 AC5811  Click here for local accuracies and other accuracy information.
 AC5811
 AC5811.The horizontal coordinates were established by GPS observations
 AC5811.and adjusted by the National Geodetic Survey in June 2012.
 AC5811
 AC5811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5811.been affixed to the stable North American tectonic plate. See 
 AC5811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5811
 AC5811.The horizontal coordinates are valid at the epoch date displayed above
 AC5811.which is a decimal equivalence of Year/Month/Day.
 AC5811
 AC5811.The orthometric height was determined by differential leveling and
 AC5811.adjusted by the NATIONAL GEODETIC SURVEY
 AC5811.in March 1997.
 AC5811
 AC5811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5811.GEOID18 height accuracy estimate available here.
 AC5811
 AC5811.Click photographs - Photos may exist for this station.
 AC5811
 AC5811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5811
 AC5811.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5811
 AC5811.The ellipsoidal height was determined by GPS observations
 AC5811.and is referenced to NAD 83.
 AC5811
 AC5811.The dynamic height is computed by dividing the NAVD 88
 AC5811.geopotential number by the normal gravity value computed on the
 AC5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5811.degrees latitude (g = 980.6199 gals.).
 AC5811
 AC5811.The modeled gravity was interpolated from observed gravity values.
 AC5811
 AC5811. The following values were computed from the NAD 83(2011) position.
 AC5811
 AC5811;                    North         East     Units Scale Factor Converg.
 AC5811;SPC MI N     -   288,541.420 7,927,102.467   MT  1.00008443   -0 41 51.5
 AC5811;SPC MI N     -   946,658.20 26,007,554.03   iFT  1.00008443   -0 41 51.5
 AC5811;UTM  16      - 5,247,317.659   427,136.258   MT  0.99966524   -0 42 36.8
 AC5811
 AC5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5811!SPC MI N     -   0.99997652  x   1.00008443  =   1.00006095
 AC5811!UTM  16      -   0.99997652  x   0.99966524  =   0.99964177
 AC5811
 AC5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2713647317(NAD 83)
 AC5811
 AC5811                          SUPERSEDED SURVEY CONTROL
 AC5811
 AC5811  NAD 83(2007)-  47 22 30.91309(N)    087 57 54.69584(W) AD(2002.00) A
 AC5811  ELLIP H (02/24/11)  149.790  (m)                       GP(2002.00) 3 2
 AC5811  NAVD 88             185.30   (m)          607.9    (f) LEVELING    3  
 AC5811
 AC5811.Superseded values are not recommended for survey control.
 AC5811
 AC5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5811.See file dsdata.pdf to determine how the superseded data were derived.
 AC5811
 AC5811_MARKER: F = FLANGE-ENCASED ROD
 AC5811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5811_STAMPING: G 347 1996
 AC5811_MARK LOGO: NGS
 AC5811_PROJECTION: RECESSED 13 CENTIMETERS
 AC5811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5811+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2023
 AC5811_ROD/PIPE-DEPTH: 14.1 meters
 AC5811_SLEEVE-DEPTH  : 0.9 meters
 AC5811
 AC5811  HISTORY     - Date     Condition        Report By
 AC5811  HISTORY     - 1996     MONUMENTED       NGS
 AC5811  HISTORY     - 20000903 GOOD             MIDT
 AC5811  HISTORY     - 20090618 GOOD             MIDT
 AC5811  HISTORY     - 20171010 GOOD             WHG
 AC5811  HISTORY     - 20230916 GOOD             MITU
 AC5811
 AC5811                          STATION DESCRIPTION
 AC5811
 AC5811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5811'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5811'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5811'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 148.0 M (485.6 FT) EAST OF THE
 AC5811'ROAD CENTER, 44.3 M (145.3 FT) NORTH OF A METAL RETAINING WALL, 22.8 M
 AC5811'(74.8 FT) SOUTH OF A 24-INCH PINE TREE, 13.3 M (43.6 FT) SOUTH OF THE
 AC5811'CENTER OF A TRACK ROAD, 9.0 M (29.5 FT) EAST OF THE WATERS EDGE OF THE
 AC5811'LAC LA BELLE PASSAGE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE TRACK
 AC5811'ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE
 AC5811'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC5811'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC5811
 AC5811                          STATION RECOVERY (2000)
 AC5811
 AC5811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 AC5811'RECOVERED IN GOOD CONDITION.
 AC5811
 AC5811                          STATION RECOVERY (2009)
 AC5811
 AC5811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 AC5811'RECOVERED AS DESCRIBED.
 AC5811
 AC5811                          STATION RECOVERY (2017)
 AC5811
 AC5811'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 AC5811'RECOVERED IN GOOD CONDITION.
 AC5811
 AC5811                          STATION RECOVERY (2023)
 AC5811
 AC5811'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JMD)
 AC5811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0079 ***********************************************************************
 PK0079  DESIGNATION -  G 35
 PK0079  PID         -  PK0079
 PK0079  STATE/COUNTY-  MI/IOSCO
 PK0079  COUNTRY     -  US
 PK0079  USGS QUAD   -  ALABASTER (2017)
 PK0079
 PK0079                         *CURRENT SURVEY CONTROL
 PK0079  ______________________________________________________________________
 PK0079* NAD 83(1986) POSITION- 44 14 11.66   (N) 083 36 11.21   (W)   HD_HELD1
 PK0079* NAVD 88 ORTHO HEIGHT -   192.961 (meters)      633.07  (feet) ADJUSTED
 PK0079  ______________________________________________________________________
 PK0079  GEOID HEIGHT    -        -35.231 (meters)                     GEOID18
 PK0079  DYNAMIC HEIGHT  -        192.934 (meters)      632.98  (feet) COMP
 PK0079  MODELED GRAVITY -    980,475.7   (mgal)                       NAVD 88
 PK0079
 PK0079  VERT ORDER      -  FIRST     CLASS II
 PK0079
 PK0079.The horizontal coordinates were determined by differentially corrected
 PK0079.hand held GPS observations or other comparable positioning techniques
 PK0079.and have an estimated accuracy of +/- 3 meters.
 PK0079
 PK0079.The orthometric height was determined by differential leveling and
 PK0079.adjusted by the NATIONAL GEODETIC SURVEY
 PK0079.in June 1991.
 PK0079
 PK0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0079.GEOID18 height accuracy estimate available here.
 PK0079
 PK0079.Click photographs - Photos may exist for this station.
 PK0079
 PK0079.The dynamic height is computed by dividing the NAVD 88
 PK0079.geopotential number by the normal gravity value computed on the
 PK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0079.degrees latitude (g = 980.6199 gals.).
 PK0079
 PK0079.The modeled gravity was interpolated from observed gravity values.
 PK0079
 PK0079;                    North         East    Units  Estimated Accuracy
 PK0079;SPC MI C     -   102,509.0   6,060,996.2     MT  (+/- 3 meters HH1 GPS) 
 PK0079
 PK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9212601444(NAD 83)
 PK0079
 PK0079                          SUPERSEDED SURVEY CONTROL
 PK0079
 PK0079  NGVD 29 (??/??/92)  193.176  (m)          633.78   (f) ADJ UNCH    1 2
 PK0079
 PK0079.Superseded values are not recommended for survey control.
 PK0079
 PK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0079.See file dsdata.pdf to determine how the superseded data were derived.
 PK0079
 PK0079_MARKER: DB = BENCH MARK DISK
 PK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0079_STAMPING: G 35 1934
 PK0079_MARK LOGO: CGS
 PK0079_PROJECTION: PROJECTING 8 CENTIMETERS
 PK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0079+STABILITY: SURFACE MOTION
 PK0079
 PK0079  HISTORY     - Date     Condition        Report By
 PK0079  HISTORY     - 1934     MONUMENTED       CGS
 PK0079  HISTORY     - 1983     GOOD             NGS
 PK0079
 PK0079                          STATION DESCRIPTION
 PK0079
 PK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0079'5.7 MI W FROM TAWAS CITY.
 PK0079'5.7 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0079'STATION AT EAST TAWAS - TAWAS CITY, IOSCO COUNTY, 600 YARDS EAST
 PK0079'OF A ROAD CROSSING AT A SWITCH AT MARKS, 0.2 MILE WEST OF
 PK0079'MILEPOST 53, 125 YARDS SOUTHWEST OF HIGH TENSION TOWER 727,
 PK0079'125 YARDS SOUTH OF THE ALBERT MARKS FARMHOUSE, AT A ROAD
 PK0079'CROSSING, 14 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 18
 PK0079'YARDS SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED G 35
 PK0079'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 PK0079'INCHES ABOVE GROUND.
 PK0079
 PK0079                          STATION RECOVERY (1983)
 PK0079
 PK0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0079'0.30 METER (1.0 FT) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0059 ***********************************************************************
 QK0059  DESIGNATION -  G 37
 QK0059  PID         -  QK0059
 QK0059  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0059  COUNTRY     -  US
 QK0059  USGS QUAD   -  ONAWAY (2017)
 QK0059
 QK0059                         *CURRENT SURVEY CONTROL
 QK0059  ______________________________________________________________________
 QK0059* NAD 83(1986) POSITION- 45 21 28.4    (N) 084 12 32.5    (W)   HD_HELD2
 QK0059* NAVD 88 ORTHO HEIGHT -   253.993 (meters)      833.31  (feet) POSTED
 QK0059  ______________________________________________________________________
 QK0059  GEOID HEIGHT    -        -36.168 (meters)                     GEOID18
 QK0059  DYNAMIC HEIGHT  -        253.98  (meters)      833.3   (feet) COMP
 QK0059  MODELED GRAVITY -    980,559.6   (mgal)                       NAVD 88
 QK0059
 QK0059  VERT ORDER      -  * POSTED, SEE BELOW
 QK0059
 QK0059.The horizontal coordinates were established by autonomous hand held GPS
 QK0059.observations and have an estimated accuracy of +/- 10 meters.
 QK0059
 QK0059.The orthometric height was determined by differential leveling
 QK0059.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QK0059
 QK0059.* This is a POSTED BENCH MARK height.
 QK0059
 QK0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0059.GEOID18 height accuracy estimate available here.
 QK0059
 QK0059.Click photographs - Photos may exist for this station.
 QK0059
 QK0059.The dynamic height is computed by dividing the NAVD 88
 QK0059.geopotential number by the normal gravity value computed on the
 QK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0059.degrees latitude (g = 980.6199 gals.).
 QK0059
 QK0059.The modeled gravity was interpolated from observed gravity values.
 QK0059
 QK0059;                    North         East    Units  Estimated Accuracy
 QK0059;SPC MI C     -   226,835.    6,012,351.      MT  (+/- 10 meters HH2 GPS)
 QK0059
 QK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1859626498(NAD 83)
 QK0059
 QK0059                          SUPERSEDED SURVEY CONTROL
 QK0059
 QK0059  NGVD 29 (??/??/92)  254.030  (m)          833.43   (f) ADJ UNCH    1 2
 QK0059
 QK0059.Superseded values are not recommended for survey control.
 QK0059
 QK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0059.See file dsdata.pdf to determine how the superseded data were derived.
 QK0059
 QK0059_MARKER: DB = BENCH MARK DISK
 QK0059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QK0059_STAMPING: G 37 1934
 QK0059_MARK LOGO: CGS
 QK0059_PROJECTION: PROJECTING 30 CENTIMETERS
 QK0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0059+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 QK0059
 QK0059  HISTORY     - Date     Condition        Report By
 QK0059  HISTORY     - 1934     MONUMENTED       CGS
 QK0059  HISTORY     - 20010331 GOOD             NGS
 QK0059  HISTORY     - 20180611 POOR             MIDT
 QK0059
 QK0059                          STATION DESCRIPTION
 QK0059
 QK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0059'0.7 MI SE FROM ONAWAY.
 QK0059'0.7 MILE SOUTHEAST ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 QK0059'THE STATION AT ONAWAY, PRESQUE ISLE COUNTY, 0.2 MILE WEST OF
 QK0059'MILEPOST 168, 10 RAILS WEST OF THE CROSSING OF U.S. HIGHWAY 23,
 QK0059'17 YARDS NORTH OF THE NORTH RAIL, AND 1 YARD SOUTH OF A FENCE.
 QK0059'A STANDARD DISK STAMPED G 37 1934 AND SET IN THE TOP OF A
 QK0059'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 QK0059
 QK0059                          STATION RECOVERY (2001)
 QK0059
 QK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0059
 QK0059                          STATION RECOVERY (2018)
 QK0059
 QK0059'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 QK0059'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0185 ***********************************************************************
 OJ0185  DESIGNATION -  G 39
 OJ0185  PID         -  OJ0185
 OJ0185  STATE/COUNTY-  MI/SANILAC
 OJ0185  COUNTRY     -  US
 OJ0185  USGS QUAD   -  MINDEN CITY (2017)
 OJ0185
 OJ0185                         *CURRENT SURVEY CONTROL
 OJ0185  ______________________________________________________________________
 OJ0185* NAD 83(2011) POSITION- 43 39 26.51873(N) 082 46 04.93273(W)   ADJUSTED
 OJ0185* NAD 83(2011) ELLIP HT-   222.636 (meters)        (12/17/13)   ADJUSTED
 OJ0185* NAD 83(2011) EPOCH   -  2010.00
 OJ0185* NAVD 88 ORTHO HEIGHT -   257.449 (meters)      844.65  (feet) ADJUSTED
 OJ0185  ______________________________________________________________________
 OJ0185  GEOID HEIGHT    -        -34.822 (meters)                     GEOID18
 OJ0185  NAD 83(2011) X  -    581,848.321 (meters)                     COMP
 OJ0185  NAD 83(2011) Y  - -4,585,231.057 (meters)                     COMP
 OJ0185  NAD 83(2011) Z  -  4,380,781.384 (meters)                     COMP
 OJ0185  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 OJ0185  DYNAMIC HEIGHT  -        257.399 (meters)      844.48  (feet) COMP
 OJ0185  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 OJ0185
 OJ0185  VERT ORDER      -  SECOND    CLASS 0
 OJ0185
 OJ0185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0185  Standards:
 OJ0185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0185  -------------------------------------------------------------------
 OJ0185  NETWORK    0.56   1.31           0.26   0.19   0.67      0.01661348
 OJ0185  -------------------------------------------------------------------
 OJ0185  Click here for local accuracies and other accuracy information.
 OJ0185
 OJ0185.The horizontal coordinates were established by GPS observations
 OJ0185.and adjusted by the National Geodetic Survey in December 2013.
 OJ0185
 OJ0185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0185.been affixed to the stable North American tectonic plate. See 
 OJ0185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0185
 OJ0185.The horizontal coordinates are valid at the epoch date displayed above
 OJ0185.which is a decimal equivalence of Year/Month/Day.
 OJ0185
 OJ0185.The orthometric height was determined by differential leveling and
 OJ0185.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0185.in June 1991.
 OJ0185
 OJ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0185.GEOID18 height accuracy estimate available here.
 OJ0185
 OJ0185.Click photographs - Photos may exist for this station.
 OJ0185
 OJ0185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0185
 OJ0185.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0185
 OJ0185.The ellipsoidal height was determined by GPS observations
 OJ0185.and is referenced to NAD 83.
 OJ0185
 OJ0185.The dynamic height is computed by dividing the NAVD 88
 OJ0185.geopotential number by the normal gravity value computed on the
 OJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0185.degrees latitude (g = 980.6199 gals.).
 OJ0185
 OJ0185.The modeled gravity was interpolated from observed gravity values.
 OJ0185
 OJ0185. The following values were computed from the NAD 83(2011) position.
 OJ0185
 OJ0185;                    North         East     Units Scale Factor Converg.
 OJ0185;SPC MI S     -   240,869.425 4,128,947.550   MT  0.99999779   +1 05 16.5
 OJ0185;SPC MI S     -   790,254.02 13,546,415.85   iFT  0.99999779   +1 05 16.5
 OJ0185;UTM  17      - 4,835,337.175   357,434.921   MT  0.99985000   -1 13 14.7
 OJ0185
 OJ0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0185!SPC MI S     -   0.99996509  x   0.99999779  =   0.99996288
 OJ0185!UTM  17      -   0.99996509  x   0.99985000  =   0.99981509
 OJ0185
 OJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5743435337(NAD 83)
 OJ0185
 OJ0185                          SUPERSEDED SURVEY CONTROL
 OJ0185
 OJ0185  NGVD 29 (??/??/92)  257.565  (m)          845.03   (f) ADJ UNCH    2 0
 OJ0185
 OJ0185.Superseded values are not recommended for survey control.
 OJ0185
 OJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0185.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0185
 OJ0185_MARKER: DB = BENCH MARK DISK
 OJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0185_STAMPING: G 39 1934
 OJ0185_MARK LOGO: CGS
 OJ0185_PROJECTION: PROJECTING 21 CENTIMETERS
 OJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0185+STABILITY: SURFACE MOTION
 OJ0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0185+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 OJ0185
 OJ0185  HISTORY     - Date     Condition        Report By
 OJ0185  HISTORY     - 1934     MONUMENTED       CGS
 OJ0185  HISTORY     - 1988     GOOD             USPSQD
 OJ0185  HISTORY     - 19940717 GOOD             USPSQD
 OJ0185  HISTORY     - 20090825 GOOD             MIDT
 OJ0185  HISTORY     - 20200811 GOOD             MIDT
 OJ0185
 OJ0185                          STATION DESCRIPTION
 OJ0185
 OJ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0185'1 MI S FROM MINDEN CITY.
 OJ0185'1.0 MILE SOUTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0185'OF THE PERE MARQUETTE RAILROAD, AT THE FIRST ROAD CROSSING
 OJ0185'SOUTH OF STATION, 42.0 FEET NORTHWEST OF THE INTERSECTION OF
 OJ0185'THE CENTER LINE OF DIRT ROAD AND THE WEST RAIL, 34.0 FEET NORTH
 OJ0185'OF THE CENTER LINE OF DIRT ROAD, 26.4 FEET WEST OF WEST RAIL,
 OJ0185'12.9 FEET NORTH OF THE CORNER POST OF A WIRE FENCE, 1.0 FOOT
 OJ0185'ABOVE THE TOP OF RAIL, ON TOP OF A CONCRETE POST.
 OJ0185
 OJ0185                          STATION RECOVERY (1988)
 OJ0185
 OJ0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0185'RECOVERED IN GOOD CONDITION.
 OJ0185
 OJ0185                          STATION RECOVERY (1994)
 OJ0185
 OJ0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0185'RECOVERED IN GOOD CONDITION.
 OJ0185
 OJ0185                          STATION RECOVERY (2009)
 OJ0185
 OJ0185'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0185'RECOVERED AS DESCRIBED.
 OJ0185
 OJ0185                          STATION RECOVERY (2020)
 OJ0185
 OJ0185'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 OJ0185'LARGE BUSH IMMEDIATELY TO THE EAST.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0019 ***********************************************************************
 OK0019  DESIGNATION -  G 40
 OK0019  PID         -  OK0019
 OK0019  STATE/COUNTY-  MI/MIDLAND
 OK0019  COUNTRY     -  US
 OK0019  USGS QUAD   -  AVERILL (2017)
 OK0019
 OK0019                         *CURRENT SURVEY CONTROL
 OK0019  ______________________________________________________________________
 OK0019* NAD 83(1986) POSITION- 43 37 32.     (N) 084 15 41.     (W)   SCALED
 OK0019* NAVD 88 ORTHO HEIGHT -   190.745 (meters)      625.80  (feet) ADJUSTED
 OK0019  ______________________________________________________________________
 OK0019  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 OK0019  DYNAMIC HEIGHT  -        190.707 (meters)      625.68  (feet) COMP
 OK0019  MODELED GRAVITY -    980,419.0   (mgal)                       NAVD 88
 OK0019
 OK0019  VERT ORDER      -  SECOND    CLASS 0
 OK0019
 OK0019.The horizontal coordinates were scaled from a map and have
 OK0019.an estimated accuracy of +/- 6 seconds.
 OK0019
 OK0019.The orthometric height was determined by differential leveling and
 OK0019.adjusted by the NATIONAL GEODETIC SURVEY
 OK0019.in June 1991.
 OK0019
 OK0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0019.GEOID18 height accuracy estimate available here.
 OK0019
 OK0019.Click photographs - Photos may exist for this station.
 OK0019
 OK0019.The dynamic height is computed by dividing the NAVD 88
 OK0019.geopotential number by the normal gravity value computed on the
 OK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0019.degrees latitude (g = 980.6199 gals.).
 OK0019
 OK0019.The modeled gravity was interpolated from observed gravity values.
 OK0019
 OK0019;                    North         East    Units  Estimated Accuracy
 OK0019;SPC MI S     -   236,120.    4,008,500.      MT  (+/- 180 meters Scaled)
 OK0019
 OK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP209339(NAD 83)
 OK0019
 OK0019                          SUPERSEDED SURVEY CONTROL
 OK0019
 OK0019  NGVD 29 (??/??/92)  190.921  (m)          626.38   (f) ADJ UNCH    2 0
 OK0019
 OK0019.Superseded values are not recommended for survey control.
 OK0019
 OK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0019.See file dsdata.pdf to determine how the superseded data were derived.
 OK0019
 OK0019_MARKER: DB = BENCH MARK DISK
 OK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0019_STAMPING: G 40 1934
 OK0019_MARK LOGO: CGS
 OK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0019+STABILITY: SURFACE MOTION
 OK0019
 OK0019  HISTORY     - Date     Condition        Report By
 OK0019  HISTORY     - 1934     MONUMENTED       CGS
 OK0019  HISTORY     - 1938     GOOD             CGS
 OK0019  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0019
 OK0019                          STATION DESCRIPTION
 OK0019
 OK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OK0019'AT MIDLAND.
 OK0019'AT MIDLAND, 1 MILE WEST OF THE CHESAPEAKE AND OHIO RWY. STATION,
 OK0019'50 YARDS NORTH OF THE NORTH RAIL, ON THE LAWN OF THE FILTRATION
 OK0019'PLANT, 12.2 FEET EAST OF THE EAST END OF THE STEPS, 8.2 FEET
 OK0019'WEST OF THE EAST END OF THE BUILDING, AND 6 FEET SOUTH OF THE
 OK0019'SOUTH FACE OF THE BUILDING.  A STANDARD DISK, STAMPED G 40 1934 AND
 OK0019'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 OK0019'NOTE-- THIS MARK HAS SETTLED 0.3 FOOT.
 OK0019
 OK0019                          STATION RECOVERY (2001)
 OK0019
 OK0019'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0019'FILTRATION PLANT HAS BEEN REMOVED. RAILROAD TRACKS HAVE BEEN REMOVED
 OK0019'AND A RAIL TRAIL HAS BEEN PUT IN ITS PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0328 ***********************************************************************
 OJ0328  DESIGNATION -  G 41
 OJ0328  PID         -  OJ0328
 OJ0328  STATE/COUNTY-  MI/LAPEER
 OJ0328  COUNTRY     -  US
 OJ0328  USGS QUAD   -  IMLAY CITY (2017)
 OJ0328
 OJ0328                         *CURRENT SURVEY CONTROL
 OJ0328  ______________________________________________________________________
 OJ0328* NAD 83(1986) POSITION- 43 01 12.     (N) 083 02 16.     (W)   SCALED
 OJ0328* NAVD 88 ORTHO HEIGHT -   251.221 (meters)      824.21  (feet) POSTED
 OJ0328  ______________________________________________________________________
 OJ0328  GEOID HEIGHT    -        -34.795 (meters)                     GEOID18
 OJ0328  DYNAMIC HEIGHT  -        251.15  (meters)      824.0   (feet) COMP
 OJ0328  MODELED GRAVITY -    980,342.9   (mgal)                       NAVD 88
 OJ0328
 OJ0328  VERT ORDER      -  * POSTED, SEE BELOW
 OJ0328
 OJ0328.The horizontal coordinates were scaled from a map and have
 OJ0328.an estimated accuracy of +/- 6 seconds.
 OJ0328
 OJ0328.The orthometric height was determined by differential leveling
 OJ0328.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OJ0328
 OJ0328.* This is a POSTED BENCH MARK height.
 OJ0328
 OJ0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0328.GEOID18 height accuracy estimate available here.
 OJ0328
 OJ0328.Click photographs - Photos may exist for this station.
 OJ0328
 OJ0328.The dynamic height is computed by dividing the NAVD 88
 OJ0328.geopotential number by the normal gravity value computed on the
 OJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0328.degrees latitude (g = 980.6199 gals.).
 OJ0328
 OJ0328.The modeled gravity was interpolated from observed gravity values.
 OJ0328
 OJ0328;                    North         East    Units  Estimated Accuracy
 OJ0328;SPC MI S     -   169,690.    4,108,310.      MT  (+/- 180 meters Scaled)
 OJ0328
 OJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH339650(NAD 83)
 OJ0328
 OJ0328                          SUPERSEDED SURVEY CONTROL
 OJ0328
 OJ0328  NGVD 29 (??/??/92)  251.338  (m)          824.60   (f) ADJ UNCH    2 0
 OJ0328
 OJ0328.Superseded values are not recommended for survey control.
 OJ0328
 OJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0328.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0328
 OJ0328_MARKER: DB = BENCH MARK DISK
 OJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0328_STAMPING: G 41 1934
 OJ0328_MARK LOGO: CGS
 OJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0328+STABILITY: SURFACE MOTION
 OJ0328
 OJ0328  HISTORY     - Date     Condition        Report By
 OJ0328  HISTORY     - 1934     MONUMENTED       CGS
 OJ0328  HISTORY     - 1960     MARK NOT FOUND   CGS
 OJ0328  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0328  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0328
 OJ0328                          STATION DESCRIPTION
 OJ0328
 OJ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0328'1.9 MI E FROM IMLAY CITY.
 OJ0328'1.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0328'STATION AT IMLAY CITY, LAPEER COUNTY, AT A SECOND ROAD CROSSING
 OJ0328'EAST OF THE STATION, 26 FEET WEST OF THE CENTERLINE OF THE
 OJ0328'ROAD, 25.4 FEET NORTH OF THE NORTH RAIL, 11.3 FEET SOUTH OF A
 OJ0328'CORNER POST OF A WIRE FENCE, AND 3 FEET HIGHER THAN THE TOP OF
 OJ0328'THE RAIL.  A STANDARD DISK, STAMPED G 41 1934 AND SET IN THE
 OJ0328'TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED BY DITCHER.
 OJ0328
 OJ0328                          STATION RECOVERY (1977)
 OJ0328
 OJ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0328'MARK NOT FOUND.
 OJ0328
 OJ0328                          STATION RECOVERY (1997)
 OJ0328
 OJ0328'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0030 ***********************************************************************
 NF0030  DESIGNATION -  G 42
 NF0030  PID         -  NF0030
 NF0030  STATE/COUNTY-  MI/SHIAWASSEE
 NF0030  COUNTRY     -  US
 NF0030  USGS QUAD   -  CORUNNA (2017)
 NF0030
 NF0030                         *CURRENT SURVEY CONTROL
 NF0030  ______________________________________________________________________
 NF0030* NAD 83(1986) POSITION- 42 53 04.     (N) 084 02 23.     (W)   SCALED
 NF0030* NAVD 88 ORTHO HEIGHT -   251.676 (meters)      825.71  (feet) ADJUSTED
 NF0030  ______________________________________________________________________
 NF0030  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 NF0030  DYNAMIC HEIGHT  -        251.615 (meters)      825.51  (feet) COMP
 NF0030  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 NF0030
 NF0030  VERT ORDER      -  SECOND    CLASS 0
 NF0030
 NF0030.The horizontal coordinates were scaled from a map and have
 NF0030.an estimated accuracy of +/- 6 seconds.
 NF0030
 NF0030.The orthometric height was determined by differential leveling and
 NF0030.adjusted by the NATIONAL GEODETIC SURVEY
 NF0030.in June 1991.
 NF0030
 NF0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0030.GEOID18 height accuracy estimate available here.
 NF0030
 NF0030.Click photographs - Photos may exist for this station.
 NF0030
 NF0030.The dynamic height is computed by dividing the NAVD 88
 NF0030.geopotential number by the normal gravity value computed on the
 NF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0030.degrees latitude (g = 980.6199 gals.).
 NF0030
 NF0030.The modeled gravity was interpolated from observed gravity values.
 NF0030
 NF0030;                    North         East    Units  Estimated Accuracy
 NF0030;SPC MI S     -   153,830.    4,026,710.      MT  (+/- 180 meters Scaled)
 NF0030
 NF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN417522(NAD 83)
 NF0030
 NF0030                          SUPERSEDED SURVEY CONTROL
 NF0030
 NF0030  NGVD 29 (??/??/92)  251.809  (m)          826.14   (f) ADJ UNCH    2 0
 NF0030
 NF0030.Superseded values are not recommended for survey control.
 NF0030
 NF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0030.See file dsdata.pdf to determine how the superseded data were derived.
 NF0030
 NF0030_MARKER: DB = BENCH MARK DISK
 NF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0030_STAMPING: G 42 1934
 NF0030_MARK LOGO: CGS
 NF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0030+STABILITY: SURFACE MOTION
 NF0030
 NF0030  HISTORY     - Date     Condition        Report By
 NF0030  HISTORY     - 1934     MONUMENTED       CGS
 NF0030  HISTORY     - 1967     MARK NOT FOUND   USGS
 NF0030
 NF0030                          STATION DESCRIPTION
 NF0030
 NF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0030'3.5 MI W FROM DURAND.
 NF0030'3.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0030'THE STATION AT DURAND, SHIAWASSEE COUNTY, 160 YARDS WEST OF
 NF0030'MILEPOST C 250, 150 YARDS EAST OF THE EAST ABUTMENT OF BRIDGE
 NF0030'249.73 JUST WEST OF A PUMPING STATION IN THE SOUTHWEST QUADRANT
 NF0030'OF A ROAD CROSSING, 23.3 FEET SOUTH OF THE INTERSECTION OF
 NF0030'THE CENTERLINE OF THE ROAD WITH THE SOUTH RAIL OF THE SOUTH
 NF0030'TRACK, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 NF0030'DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0030'NOTE-- MEASUREMENTS FROM LOCAL OBJECTS INDICATE SITE OF MARK
 NF0030'NOW LOCATED IN A RR SIDE CAR LOT.
 NF0030
 NF0030                          STATION RECOVERY (1967)
 NF0030
 NF0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NF0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0356 ***********************************************************************
 NE0356  DESIGNATION -  G 43
 NE0356  PID         -  NE0356
 NE0356  STATE/COUNTY-  MI/OAKLAND
 NE0356  COUNTRY     -  US
 NE0356  USGS QUAD   -  CLARKSTON (2017)
 NE0356
 NE0356                         *CURRENT SURVEY CONTROL
 NE0356  ______________________________________________________________________
 NE0356* NAD 83(1986) POSITION- 42 42 28.     (N) 083 26 16.     (W)   SCALED
 NE0356* NAVD 88 ORTHO HEIGHT -   305.861 (meters)     1003.48  (feet) ADJUSTED
 NE0356  ______________________________________________________________________
 NE0356  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 NE0356  DYNAMIC HEIGHT  -        305.768 (meters)     1003.17  (feet) COMP
 NE0356  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 NE0356
 NE0356  VERT ORDER      -  SECOND    CLASS 0
 NE0356
 NE0356.The horizontal coordinates were scaled from a map and have
 NE0356.an estimated accuracy of +/- 6 seconds.
 NE0356
 NE0356.The orthometric height was determined by differential leveling and
 NE0356.adjusted by the NATIONAL GEODETIC SURVEY
 NE0356.in June 1991.
 NE0356
 NE0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0356.GEOID18 height accuracy estimate available here.
 NE0356
 NE0356.Click photographs - Photos may exist for this station.
 NE0356
 NE0356.The dynamic height is computed by dividing the NAVD 88
 NE0356.geopotential number by the normal gravity value computed on the
 NE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0356.degrees latitude (g = 980.6199 gals.).
 NE0356
 NE0356.The modeled gravity was interpolated from observed gravity values.
 NE0356
 NE0356;                    North         East    Units  Estimated Accuracy
 NE0356;SPC MI S     -   134,580.    4,076,090.      MT  (+/- 180 meters Scaled)
 NE0356
 NE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH003312(NAD 83)
 NE0356
 NE0356                          SUPERSEDED SURVEY CONTROL
 NE0356
 NE0356  NGVD 29 (??/??/92)  305.946  (m)         1003.76   (f) ADJ UNCH    2 0
 NE0356
 NE0356.Superseded values are not recommended for survey control.
 NE0356
 NE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0356.See file dsdata.pdf to determine how the superseded data were derived.
 NE0356
 NE0356_MARKER: DB = BENCH MARK DISK
 NE0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0356_STAMPING: G 43 1934
 NE0356_MARK LOGO: CGS
 NE0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0356+STABILITY: SURFACE MOTION
 NE0356
 NE0356  HISTORY     - Date     Condition        Report By
 NE0356  HISTORY     - 1934     MONUMENTED       CGS
 NE0356  HISTORY     - 1952     MARK NOT FOUND   CGS
 NE0356
 NE0356                          STATION DESCRIPTION
 NE0356
 NE0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NE0356'AT CLARKSTON.
 NE0356'AT CLARKSTON, OAKLAND COUNTY, 53 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0356'END OF THE GRAND TRUNK WESTERN RAILWAY STATION, 24 YARDS SOUTHEAST
 NE0356'OF A ROAD CROSSING, 47 FEET NORTHEAST OF THE NORTHEAST RAIL
 NE0356'OF THE MAIN TRACK, 4.8 FEET SOUTH OF THE NORTHWEST END OF THE
 NE0356'RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.
 NE0356'A STANDARD DISK, STAMPED G 43 1934 AND SET IN THE TOP OF A
 NE0356'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0158 ***********************************************************************
 RJ0158  DESIGNATION -  G 44
 RJ0158  PID         -  RJ0158
 RJ0158  STATE/COUNTY-  MI/CHIPPEWA
 RJ0158  COUNTRY     -  US
 RJ0158  USGS QUAD   -  SHALLOWS (2017)
 RJ0158
 RJ0158                         *CURRENT SURVEY CONTROL
 RJ0158  ______________________________________________________________________
 RJ0158* NAD 83(1986) POSITION- 46 26 31.     (N) 084 27 10.     (W)   SCALED
 RJ0158* NAVD 88 ORTHO HEIGHT -   196.777 (meters)      645.59  (feet) ADJUSTED
 RJ0158  ______________________________________________________________________
 RJ0158  GEOID HEIGHT    -        -36.503 (meters)                     GEOID18
 RJ0158  DYNAMIC HEIGHT  -        196.788 (meters)      645.63  (feet) COMP
 RJ0158  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RJ0158
 RJ0158  VERT ORDER      -  FIRST     CLASS II
 RJ0158
 RJ0158.The horizontal coordinates were scaled from a map and have
 RJ0158.an estimated accuracy of +/- 6 seconds.
 RJ0158
 RJ0158.The orthometric height was determined by differential leveling and
 RJ0158.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0158.in June 1991.
 RJ0158
 RJ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0158.GEOID18 height accuracy estimate available here.
 RJ0158
 RJ0158.Click photographs - Photos may exist for this station.
 RJ0158
 RJ0158.The dynamic height is computed by dividing the NAVD 88
 RJ0158.geopotential number by the normal gravity value computed on the
 RJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0158.degrees latitude (g = 980.6199 gals.).
 RJ0158
 RJ0158.The modeled gravity was interpolated from observed gravity values.
 RJ0158
 RJ0158;                    North         East    Units  Estimated Accuracy
 RJ0158;SPC MI N     -   187,490.    8,195,690.      MT  (+/- 180 meters Scaled)
 RJ0158
 RJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS956463(NAD 83)
 RJ0158
 RJ0158                          SUPERSEDED SURVEY CONTROL
 RJ0158
 RJ0158  NGVD 29 (??/??/92)  196.740  (m)          645.47   (f) ADJ UNCH    1 2
 RJ0158
 RJ0158.Superseded values are not recommended for survey control.
 RJ0158
 RJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0158.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0158
 RJ0158_MARKER: DB = BENCH MARK DISK
 RJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0158_STAMPING: G 44 1934
 RJ0158_MARK LOGO: CGS
 RJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0158+STABILITY: SURFACE MOTION
 RJ0158
 RJ0158  HISTORY     - Date     Condition        Report By
 RJ0158  HISTORY     - 1934     MONUMENTED       CGS
 RJ0158  HISTORY     - 1937     GOOD             CGS
 RJ0158
 RJ0158                          STATION DESCRIPTION
 RJ0158
 RJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 RJ0158'6.5 MI W FROM SAULT STE MARIE.
 RJ0158'6.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0158'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0158'3 RAILS EAST OF MILEPOST 6, 36 FEET NORTH OF THE CENTERLINE OF
 RJ0158'THE TRACK, 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 RJ0158'FROM THE EDGE OF A SMALL BANK.  A STANDARD DISK, STAMPED G 44
 RJ0158'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0336 ***********************************************************************
 RJ0336  DESIGNATION -  G 45
 RJ0336  PID         -  RJ0336
 RJ0336  STATE/COUNTY-  MI/LUCE
 RJ0336  COUNTRY     -  US
 RJ0336  USGS QUAD   -  SOO JUNCTION (2017)
 RJ0336
 RJ0336                         *CURRENT SURVEY CONTROL
 RJ0336  ______________________________________________________________________
 RJ0336* NAD 83(1986) POSITION- 46 20 23.     (N) 085 18 31.     (W)   SCALED
 RJ0336* NAVD 88 ORTHO HEIGHT -   216.186 (meters)      709.27  (feet) ADJUSTED
 RJ0336  ______________________________________________________________________
 RJ0336  GEOID HEIGHT    -        -35.352 (meters)                     GEOID18
 RJ0336  DYNAMIC HEIGHT  -        216.201 (meters)      709.32  (feet) COMP
 RJ0336  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 RJ0336
 RJ0336  VERT ORDER      -  FIRST     CLASS II
 RJ0336
 RJ0336.The horizontal coordinates were scaled from a map and have
 RJ0336.an estimated accuracy of +/- 6 seconds.
 RJ0336
 RJ0336.The orthometric height was determined by differential leveling and
 RJ0336.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0336.in June 1991.
 RJ0336
 RJ0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0336.GEOID18 height accuracy estimate available here.
 RJ0336
 RJ0336.Click photographs - Photos may exist for this station.
 RJ0336
 RJ0336.The dynamic height is computed by dividing the NAVD 88
 RJ0336.geopotential number by the normal gravity value computed on the
 RJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0336.degrees latitude (g = 980.6199 gals.).
 RJ0336
 RJ0336.The modeled gravity was interpolated from observed gravity values.
 RJ0336
 RJ0336;                    North         East    Units  Estimated Accuracy
 RJ0336;SPC MI N     -   174,370.    8,130,190.      MT  (+/- 180 meters Scaled)
 RJ0336
 RJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS301331(NAD 83)
 RJ0336
 RJ0336                          SUPERSEDED SURVEY CONTROL
 RJ0336
 RJ0336  NGVD 29 (??/??/92)  216.178  (m)          709.24   (f) ADJ UNCH    1 2
 RJ0336
 RJ0336.Superseded values are not recommended for survey control.
 RJ0336
 RJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0336.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0336
 RJ0336_MARKER: DB = BENCH MARK DISK
 RJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0336_STAMPING: G 45 1934
 RJ0336_MARK LOGO: CGS
 RJ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0336+STABILITY: SURFACE MOTION
 RJ0336
 RJ0336  HISTORY     - Date     Condition        Report By
 RJ0336  HISTORY     - 1934     MONUMENTED       CGS
 RJ0336  HISTORY     - 1935     GOOD             CGS
 RJ0336
 RJ0336                          STATION DESCRIPTION
 RJ0336
 RJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0336'2.5 MI W FROM SOO JUNCTION.
 RJ0336'2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0336'FROM SOO JUNCTION, LUCE COUNTY, 40 FEET SOUTHWEST OF MILEPOST
 RJ0336'49, 10 FEET SOUTH OF THE TRACK, AND AT A POLE.  A STANDARD DISK,
 RJ0336'STAMPED G 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0039 ***********************************************************************
 RK0039  FBN         -  This is a Federal Base Network Control Station.
 RK0039  DESIGNATION -  G 46
 RK0039  PID         -  RK0039
 RK0039  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0039  COUNTRY     -  US
 RK0039  USGS QUAD   -  WALSH (2017)
 RK0039
 RK0039                         *CURRENT SURVEY CONTROL
 RK0039  ______________________________________________________________________
 RK0039* NAD 83(2011) POSITION- 46 20 43.06148(N) 086 09 47.52526(W)   ADJUSTED
 RK0039* NAD 83(2011) ELLIP HT-   200.082 (meters)        (06/27/12)   ADJUSTED
 RK0039* NAD 83(2011) EPOCH   -  2010.00
 RK0039* NAVD 88 ORTHO HEIGHT -   235.250 (meters)      771.82  (feet) ADJUSTED
 RK0039  ______________________________________________________________________
 RK0039  GEOID HEIGHT    -        -35.152 (meters)                     GEOID18
 RK0039  NAD 83(2011) X  -    295,145.416 (meters)                     COMP
 RK0039  NAD 83(2011) Y  - -4,400,883.102 (meters)                     COMP
 RK0039  NAD 83(2011) Z  -  4,591,970.729 (meters)                     COMP
 RK0039  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 RK0039  DYNAMIC HEIGHT  -        235.266 (meters)      771.87  (feet) COMP
 RK0039  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RK0039
 RK0039  VERT ORDER      -  FIRST     CLASS II
 RK0039
 RK0039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RK0039  Standards:
 RK0039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RK0039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RK0039  -------------------------------------------------------------------
 RK0039  NETWORK    0.55   1.49           0.26   0.17   0.76      0.01350637
 RK0039  -------------------------------------------------------------------
 RK0039  Click here for local accuracies and other accuracy information.
 RK0039
 RK0039.The horizontal coordinates were established by GPS observations
 RK0039.and adjusted by the National Geodetic Survey in June 2012.
 RK0039
 RK0039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RK0039.been affixed to the stable North American tectonic plate. See 
 RK0039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RK0039
 RK0039.The horizontal coordinates are valid at the epoch date displayed above
 RK0039.which is a decimal equivalence of Year/Month/Day.
 RK0039
 RK0039.The orthometric height was determined by differential leveling and
 RK0039.adjusted by the NATIONAL GEODETIC SURVEY
 RK0039.in June 1991.
 RK0039
 RK0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0039.GEOID18 height accuracy estimate available here.
 RK0039
 RK0039.Click photographs - Photos may exist for this station.
 RK0039
 RK0039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0039
 RK0039.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0039
 RK0039.The ellipsoidal height was determined by GPS observations
 RK0039.and is referenced to NAD 83.
 RK0039
 RK0039.The dynamic height is computed by dividing the NAVD 88
 RK0039.geopotential number by the normal gravity value computed on the
 RK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0039.degrees latitude (g = 980.6199 gals.).
 RK0039
 RK0039.The modeled gravity was interpolated from observed gravity values.
 RK0039
 RK0039. The following values were computed from the NAD 83(2011) position.
 RK0039
 RK0039;                    North         East     Units Scale Factor Converg.
 RK0039;SPC MI N     -   173,942.810 8,064,409.357   MT  0.99990338   +0 36 17.4
 RK0039;SPC MI N     -   570,678.51 26,458,035.95   iFT  0.99990338   +0 36 17.4
 RK0039;UTM  16      - 5,132,753.498   564,390.906   MT  0.99965097   +0 36 19.6
 RK0039
 RK0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0039!SPC MI N     -   0.99996864  x   0.99990338  =   0.99987202
 RK0039!UTM  16      -   0.99996864  x   0.99965097  =   0.99961962
 RK0039
 RK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6439032753(NAD 83)
 RK0039
 RK0039                          SUPERSEDED SURVEY CONTROL
 RK0039
 RK0039  NAD 83(2007)-  46 20 43.06176(N)    086 09 47.52627(W) AD(2002.00) 0
 RK0039  ELLIP H (02/10/07)  200.095  (m)                       GP(2002.00)    
 RK0039  ELLIP H (06/11/02)  200.097  (m)                       GP(       ) 4 1
 RK0039  NAD 83(1994)-  46 20 43.06193(N)    086 09 47.52649(W) AD(       ) B
 RK0039  ELLIP H (09/20/95)  200.126  (m)                       GP(       ) 1 2
 RK0039  NAVD 88             235.25   (m)          771.8    (f) LEVELING    3  
 RK0039  NGVD 29 (??/??/92)  235.215  (m)          771.70   (f) ADJ UNCH    1 2
 RK0039
 RK0039.Superseded values are not recommended for survey control.
 RK0039
 RK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0039.See file dsdata.pdf to determine how the superseded data were derived.
 RK0039
 RK0039_MARKER: DB = BENCH MARK DISK
 RK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0039_STAMPING: G 46 1934
 RK0039_MARK LOGO: CGS
 RK0039_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0039+STABILITY: SURFACE MOTION
 RK0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0039+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0039
 RK0039  HISTORY     - Date     Condition        Report By
 RK0039  HISTORY     - 1934     MONUMENTED       CGS
 RK0039  HISTORY     - 1935     GOOD             CGS
 RK0039  HISTORY     - 19940804 GOOD             NGS
 RK0039  HISTORY     - 20010717 GOOD             MIDNR
 RK0039  HISTORY     - 20020416 GOOD             MIDT
 RK0039  HISTORY     - 20060911 GOOD             USPSQD
 RK0039
 RK0039                          STATION DESCRIPTION
 RK0039
 RK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0039'0.7 MI E FROM WALSH.
 RK0039'0.7 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0039'FROM WALSH, SCHOOLCRAFT COUNTY, 4-3/4 RAILS WEST OF CULVERT
 RK0039'89.98, 1-1/2 RAILS WEST OF MILEPOST 90, 40 FEET WEST OF POLE
 RK0039'3330, 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, AND
 RK0039'30 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RK0039'STAMPED G 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0039
 RK0039                          STATION RECOVERY (1994)
 RK0039
 RK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RK0039'STATION IS LOCATED ABOUT 38 KM (23.60 MI) EAST OF SHINGLETON, 16 KM
 RK0039'(9.95 MI) WEST OF SENEY, 0.7 MI (1.1 KM) EAST OF WALSH, IN THE SENEY
 RK0039'NATIONAL WILDLIFE REFUGE, IN SECTION 34, T 46 N, R 15 W, SENEY
 RK0039'TOWNSHIP.  OWNERSHIP--WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH
 RK0039'FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 28 SOUTH IN SENEY, GO WEST
 RK0039'ON STATE HIGHWAY 28 FOR 4.6 MI (7.4 KM) TO THE HIGHWAY 28 BRIDGE OVER
 RK0039'HOLLAND CREEK.  CONTINUE WEST ON HIGHWAY 28 FOR 3.65 MI (5.87 KM) TO
 RK0039'THE HIGHWAY 28 BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST ON HIGHWAY 28
 RK0039'FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT.  STATION PROJECTS 10
 RK0039'CM ABOVE GROUND.  IT IS 168.5 FT (51.4 M) WEST-SOUTHWEST OF 7 FT (2.1
 RK0039'M) HIGH UTILITY POLE NUMBER 912 AT A FIBER OPTIC CABLE CAUTION SIGN,
 RK0039'113.0 FT (34.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 28, 70.2 FT (21.4
 RK0039'M) EAST-NORTHEAST OF A UTILITY POLE WITH RAILROAD MILE MARKER 90
 RK0039'ATTACHED, 34.0 FT (10.4 M) NORTH OF THE NORTH RAIL AND 2.0 FT (0.6 M)
 RK0039'EAST-SOUTHEAST OF A METAL WITNESS POST.
 RK0039
 RK0039                          STATION RECOVERY (2001)
 RK0039
 RK0039'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (JAN)
 RK0039'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 RK0039'BY NGS.
 RK0039
 RK0039                          STATION RECOVERY (2002)
 RK0039
 RK0039'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RK0039'RECOVERED IN GOOD CONDITION.
 RK0039
 RK0039                          STATION RECOVERY (2006)
 RK0039
 RK0039'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0138 ***********************************************************************
 RK0138  DESIGNATION -  G 47
 RK0138  PID         -  RK0138
 RK0138  STATE/COUNTY-  MI/ALGER
 RK0138  COUNTRY     -  US
 RK0138  USGS QUAD   -  SAND RIVER (2017)
 RK0138
 RK0138                         *CURRENT SURVEY CONTROL
 RK0138  ______________________________________________________________________
 RK0138* NAD 83(1986) POSITION- 46 28 24.26   (N) 087 01 00.91   (W)   HD_HELD1
 RK0138* NAVD 88 ORTHO HEIGHT -   235.417 (meters)      772.36  (feet) ADJUSTED
 RK0138  ______________________________________________________________________
 RK0138  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 RK0138  DYNAMIC HEIGHT  -        235.429 (meters)      772.40  (feet) COMP
 RK0138  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 RK0138
 RK0138  VERT ORDER      -  FIRST     CLASS II
 RK0138
 RK0138.The horizontal coordinates were determined by differentially corrected
 RK0138.hand held GPS observations or other comparable positioning techniques
 RK0138.and have an estimated accuracy of +/- 3 meters.
 RK0138
 RK0138.The orthometric height was determined by differential leveling and
 RK0138.adjusted by the NATIONAL GEODETIC SURVEY
 RK0138.in June 1991.
 RK0138
 RK0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0138.GEOID18 height accuracy estimate available here.
 RK0138
 RK0138.Click photographs - Photos may exist for this station.
 RK0138
 RK0138.The dynamic height is computed by dividing the NAVD 88
 RK0138.geopotential number by the normal gravity value computed on the
 RK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0138.degrees latitude (g = 980.6199 gals.).
 RK0138
 RK0138.The modeled gravity was interpolated from observed gravity values.
 RK0138
 RK0138;                    North         East    Units  Estimated Accuracy
 RK0138;SPC MI N     -   187,842.3   7,998,700.7     MT  (+/- 3 meters HH1 GPS) 
 RK0138
 RK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9870146648(NAD 83)
 RK0138
 RK0138                          SUPERSEDED SURVEY CONTROL
 RK0138
 RK0138  NGVD 29 (??/??/92)  235.380  (m)          772.24   (f) ADJ UNCH    1 2
 RK0138
 RK0138.Superseded values are not recommended for survey control.
 RK0138
 RK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0138.See file dsdata.pdf to determine how the superseded data were derived.
 RK0138
 RK0138_MARKER: DB = BENCH MARK DISK
 RK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0138_STAMPING: G 47 1934
 RK0138_MARK LOGO: CGS
 RK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0138+STABILITY: SURFACE MOTION
 RK0138
 RK0138  HISTORY     - Date     Condition        Report By
 RK0138  HISTORY     - 1934     MONUMENTED       CGS
 RK0138  HISTORY     - 1935     GOOD             CGS
 RK0138  HISTORY     - 19960605 MARK NOT FOUND   MI-003
 RK0138  HISTORY     - 19980414 MARK NOT FOUND   NGS
 RK0138
 RK0138                          STATION DESCRIPTION
 RK0138
 RK0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RK0138'1.2 MI E FROM DEERTON.
 RK0138'1.2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0138'RAILWAY FROM DEERTON, ALGER COUNTY, 8 RAILS EAST OF A STATION
 RK0138'ONE MILE SIGN, ACROSS THE TRACK FROM POLE 4993, 20 FEET SOUTH
 RK0138'OF THE CENTERLINE OF THE TRACK, AND 20 FEET NORTH OF A FENCE.
 RK0138'A STANDARD DISK, STAMPED G 47 1934 AND SET IN THE TOP OF A
 RK0138'CONCRETE POST.
 RK0138
 RK0138                          STATION RECOVERY (1996)
 RK0138
 RK0138'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0138'A FIELD SURVEY SEARCH WAS MADE AND THE MARK WAS NOT FOUND.
 RK0138
 RK0138                          STATION RECOVERY (1998)
 RK0138
 RK0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0138'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT RECOVERED
 RK0138'AT THIS TIME.  AS I TRAVELED INTO THIS STATION USING A FOUR WHEEL
 RK0138'DRIVE ATV AND WALKING, NO MILEAGE CHECKS COULD BE MADE AT THIS TIME.
 RK0138'THE OLD STATION BUILDING HAS BEEN TORN DOWN AND ALSO THE POWERLINE
 RK0138'POLES HAVE BEEN REMOVED.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC
 RK0138'ADVISOR - MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0057 ***********************************************************************
 RL0057  DESIGNATION -  G 48
 RL0057  PID         -  RL0057
 RL0057  STATE/COUNTY-  MI/BARAGA
 RL0057  COUNTRY     -  US
 RL0057  USGS QUAD   -  L'ANSE (2017)
 RL0057
 RL0057                         *CURRENT SURVEY CONTROL
 RL0057  ______________________________________________________________________
 RL0057* NAD 83(1986) POSITION- 46 48 37.64   (N) 088 28 34.01   (W)   HD_HELD1
 RL0057* NAVD 88 ORTHO HEIGHT -   205.048 (meters)      672.73  (feet) ADJUSTED
 RL0057  ______________________________________________________________________
 RL0057  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 RL0057  DYNAMIC HEIGHT  -        205.061 (meters)      672.77  (feet) COMP
 RL0057  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 RL0057
 RL0057  VERT ORDER      -  FIRST     CLASS II
 RL0057
 RL0057.The horizontal coordinates were determined by differentially corrected
 RL0057.hand held GPS observations or other comparable positioning techniques
 RL0057.and have an estimated accuracy of +/- 3 meters.
 RL0057
 RL0057.The orthometric height was determined by differential leveling and
 RL0057.adjusted by the NATIONAL GEODETIC SURVEY
 RL0057.in June 1991.
 RL0057
 RL0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0057.GEOID18 height accuracy estimate available here.
 RL0057
 RL0057.Click photographs - Photos may exist for this station.
 RL0057
 RL0057.The dynamic height is computed by dividing the NAVD 88
 RL0057.geopotential number by the normal gravity value computed on the
 RL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0057.degrees latitude (g = 980.6199 gals.).
 RL0057
 RL0057.The modeled gravity was interpolated from observed gravity values.
 RL0057
 RL0057;                    North         East    Units  Estimated Accuracy
 RL0057;SPC MI N     -   226,356.0   7,887,349.0     MT  (+/- 3 meters HH1 GPS) 
 RL0057
 RL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8738285158(NAD 83)
 RL0057
 RL0057                          SUPERSEDED SURVEY CONTROL
 RL0057
 RL0057  NGVD 29 (??/??/92)  205.030  (m)          672.67   (f) ADJ UNCH    1 2
 RL0057
 RL0057.Superseded values are not recommended for survey control.
 RL0057
 RL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0057.See file dsdata.pdf to determine how the superseded data were derived.
 RL0057
 RL0057_MARKER: DB = BENCH MARK DISK
 RL0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0057_SP_SET: BUILDING
 RL0057_STAMPING: G 48 1934
 RL0057_MARK LOGO: CGS
 RL0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0057
 RL0057  HISTORY     - Date     Condition        Report By
 RL0057  HISTORY     - 1934     MONUMENTED       CGS
 RL0057  HISTORY     - 19970514 MARK NOT FOUND   MIDT
 RL0057
 RL0057                          STATION DESCRIPTION
 RL0057
 RL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0057'AT ASSININS.
 RL0057'AT ASSININS, BARAGA COUNTY, 6 INCHES EAST OF THE NORTHWEST
 RL0057'CORNER OF THE SAINT JOSEPHS ORPHANAGE, IN THE CORNER STONE,
 RL0057'AND 2 FEET 3 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK,
 RL0057'STAMPED G 48 1934 AND SET VERTICALLY.
 RL0057
 RL0057                          STATION RECOVERY (1997)
 RL0057
 RL0057'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0057'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN) THE
 RL0057'MARK WAS ON PROPERTY OF THE KEWEENAW BAY TRIBE OF THE OJIBWA INDIANS.
 RL0057'THE BUILDING THE MARK WAS IN WAS TOTALLY DEMOLISHED 2/97 AND ALL THAT
 RL0057'REMAINS IS A MASS OF RUBBLE.  IT APPEARS THE MARK HAS BEEN DESTROYED
 RL0057'NOTE--DUE TO ARMED HOSTILITES (1995-96) AT THIS LOCATION, PERMISSION
 RL0057'TO VISIT THE SITE IS STRONGLY RECOMMENDED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0489 ***********************************************************************
 RL0489  DESIGNATION -  G 49
 RL0489  PID         -  RL0489
 RL0489  STATE/COUNTY-  MI/HOUGHTON
 RL0489  COUNTRY     -  US
 RL0489  USGS QUAD   -  SIDNAW (2017)
 RL0489
 RL0489                         *CURRENT SURVEY CONTROL
 RL0489  ______________________________________________________________________
 RL0489* NAD 83(1986) POSITION- 46 30 17.     (N) 088 42 26.     (W)   SCALED
 RL0489* NAVD 88 ORTHO HEIGHT -   419.283 (meters)     1375.60  (feet) ADJUSTED
 RL0489  ______________________________________________________________________
 RL0489  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 RL0489  DYNAMIC HEIGHT  -        419.294 (meters)     1375.63  (feet) COMP
 RL0489  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 RL0489
 RL0489  VERT ORDER      -  FIRST     CLASS II
 RL0489
 RL0489.The horizontal coordinates were scaled from a map and have
 RL0489.an estimated accuracy of +/- 6 seconds.
 RL0489
 RL0489.The orthometric height was determined by differential leveling and
 RL0489.adjusted by the NATIONAL GEODETIC SURVEY
 RL0489.in June 1991.
 RL0489
 RL0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0489.GEOID18 height accuracy estimate available here.
 RL0489
 RL0489.Click photographs - Photos may exist for this station.
 RL0489
 RL0489.The dynamic height is computed by dividing the NAVD 88
 RL0489.geopotential number by the normal gravity value computed on the
 RL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0489.degrees latitude (g = 980.6199 gals.).
 RL0489
 RL0489.The modeled gravity was interpolated from observed gravity values.
 RL0489
 RL0489;                    North         East    Units  Estimated Accuracy
 RL0489;SPC MI N     -   192,730.    7,868,980.      MT  (+/- 180 meters Scaled)
 RL0489
 RL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS690515(NAD 83)
 RL0489
 RL0489                          SUPERSEDED SURVEY CONTROL
 RL0489
 RL0489  NGVD 29 (??/??/92)  419.278  (m)         1375.58   (f) ADJ UNCH    1 2
 RL0489
 RL0489.Superseded values are not recommended for survey control.
 RL0489
 RL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0489.See file dsdata.pdf to determine how the superseded data were derived.
 RL0489
 RL0489_MARKER: DB = BENCH MARK DISK
 RL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0489_STAMPING: G 49 1934
 RL0489_MARK LOGO: CGS
 RL0489_PROJECTION: PROJECTING 15 CENTIMETERS
 RL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0489+STABILITY: SURFACE MOTION
 RL0489
 RL0489  HISTORY     - Date     Condition        Report By
 RL0489  HISTORY     - 1934     MONUMENTED       CGS
 RL0489  HISTORY     - 1948     GOOD             CGS
 RL0489  HISTORY     - 1982     GOOD             USGS
 RL0489  HISTORY     - 1985     GOOD             NGS
 RL0489  HISTORY     - 1989     POOR             USPSQD
 RL0489
 RL0489                          STATION DESCRIPTION
 RL0489
 RL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0489'AT SIDNAW.
 RL0489'AT SIDNAW, ABOUT 0.1 MILE WEST ALONG THE DULUTH, SOUTH SHORE
 RL0489'AND ATLANTIC RAILWAY FROM THE STATION, AT THE FIRST STREET
 RL0489'CROSSING WEST OF THE RAILWAY WATER TANK, 29 FEET SOUTH OF THE
 RL0489'SOUTH RAIL OF THE MAIN TRACK, 47 FEET WEST OF THE CENTER LINE
 RL0489'OF THE STREET, 33 FEET WEST-NORTHWEST OF A CROSSING WARNING
 RL0489'SIGN, 30.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 2905, 65.5 FEET
 RL0489'WEST AND ACROSS THE STREET FROM POWER POLE NO. 11634, 284 FEET
 RL0489'WEST OF THE CENTER OF THE CROSSING OF THE D.S.S. AND AT. RY. AND
 RL0489'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY, 1 FOOT
 RL0489'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0489'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0489
 RL0489                          STATION RECOVERY (1982)
 RL0489
 RL0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0489'37 FT. SOUTH AND 43 FT. WEST OF T-RD WEST 30 FT. NORTH AND 43 FT.
 RL0489'WEST OF MAIN TRACK OF DSS AND A RR.
 RL0489
 RL0489                          STATION RECOVERY (1985)
 RL0489
 RL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0489'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.6 KM
 RL0489'(9.05 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0489'HIGHWAY 141 IN COVINGTON, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED
 RL0489'STREET, 0.2 KM (0.1 MI) SOUTH OF THE SIDNAW POST OFFICE, 14.4 M (47.2
 RL0489'FT) WEST OF THE CENTER OF THE STREET, 12.0 M (39.4 FT) SOUTH OF THE
 RL0489'CENTER OF A GRAVELED ROAD LEADING WEST, 10.1 M (33.1 FT)
 RL0489'WEST-NORTHWEST OF A CROSSING WARNING SIGN, AND 9.0 M (29.5 FT) NORTH
 RL0489'OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0489'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RL0489'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RL0489
 RL0489                          STATION RECOVERY (1989)
 RL0489
 RL0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0489'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0708 ***********************************************************************
 RL0708  DESIGNATION -  G 50
 RL0708  PID         -  RL0708
 RL0708  STATE/COUNTY-  MI/ONTONAGON
 RL0708  COUNTRY     -  US
 RL0708  USGS QUAD   -  MATCHWOOD (2017)
 RL0708
 RL0708                         *CURRENT SURVEY CONTROL
 RL0708  ______________________________________________________________________
 RL0708* NAD 83(1986) POSITION- 46 33 05.     (N) 089 22 34.     (W)   SCALED
 RL0708* NAVD 88 ORTHO HEIGHT -   375.978 (meters)     1233.52  (feet) ADJUSTED
 RL0708  ______________________________________________________________________
 RL0708  GEOID HEIGHT    -        -31.580 (meters)                     GEOID18
 RL0708  DYNAMIC HEIGHT  -        375.992 (meters)     1233.57  (feet) COMP
 RL0708  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 RL0708
 RL0708  VERT ORDER      -  FIRST     CLASS II
 RL0708
 RL0708.The horizontal coordinates were scaled from a map and have
 RL0708.an estimated accuracy of +/- 6 seconds.
 RL0708
 RL0708.The orthometric height was determined by differential leveling and
 RL0708.adjusted by the NATIONAL GEODETIC SURVEY
 RL0708.in June 1991.
 RL0708
 RL0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0708.GEOID18 height accuracy estimate available here.
 RL0708
 RL0708.Click photographs - Photos may exist for this station.
 RL0708
 RL0708.The dynamic height is computed by dividing the NAVD 88
 RL0708.geopotential number by the normal gravity value computed on the
 RL0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0708.degrees latitude (g = 980.6199 gals.).
 RL0708
 RL0708.The modeled gravity was interpolated from observed gravity values.
 RL0708
 RL0708;                    North         East    Units  Estimated Accuracy
 RL0708;SPC MI N     -   199,240.    7,817,820.      MT  (+/- 180 meters Scaled)
 RL0708
 RL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS178580(NAD 83)
 RL0708
 RL0708                          SUPERSEDED SURVEY CONTROL
 RL0708
 RL0708  NGVD 29 (??/??/92)  375.963  (m)         1233.47   (f) ADJ UNCH    1 2
 RL0708
 RL0708.Superseded values are not recommended for survey control.
 RL0708
 RL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0708.See file dsdata.pdf to determine how the superseded data were derived.
 RL0708
 RL0708_MARKER: DB = BENCH MARK DISK
 RL0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0708_STAMPING: G 50 1934
 RL0708_MARK LOGO: CGS
 RL0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0708+STABILITY: SURFACE MOTION
 RL0708
 RL0708  HISTORY     - Date     Condition        Report By
 RL0708  HISTORY     - 1934     MONUMENTED       CGS
 RL0708  HISTORY     - 1948     GOOD             CGS
 RL0708  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0708  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0708
 RL0708                          STATION DESCRIPTION
 RL0708
 RL0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0708'1 MI E FROM MATCHWOOD.
 RL0708'ABOUT 1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0708'RAILWAY FROM THE ROAD CROSSING AT MATCHWOOD, AT A PRIVATE ROAD
 RL0708'CROSSING THAT LEADS SOUTH INTO D. KELLERS FARM, 28 FEET NORTH
 RL0708'OF THE NORTH RAIL, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0708'81 FEET SOUTH OF STATE HIGHWAY 28, 26 FEET SOUTHWEST OF A
 RL0708'TELEGRAPH POLE, ABOUT 2 POLES WEST OF MILE POST 260, ABOUT
 RL0708'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0708'PROJECTING 3 INCHES.
 RL0708
 RL0708                          STATION RECOVERY (1978)
 RL0708
 RL0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1985)
 RL0708
 RL0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1987)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1996)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (2001)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (2004)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0365 ***********************************************************************
 RJ0365  DESIGNATION -  G 51
 RJ0365  PID         -  RJ0365
 RJ0365  STATE/COUNTY-  MI/MACKINAC
 RJ0365  COUNTRY     -  US
 RJ0365  USGS QUAD   -  TROUT LAKE (2017)
 RJ0365
 RJ0365                         *CURRENT SURVEY CONTROL
 RJ0365  ______________________________________________________________________
 RJ0365* NAD 83(1986) POSITION- 46 13 59.     (N) 085 06 57.     (W)   SCALED
 RJ0365* NAVD 88 ORTHO HEIGHT -   249.009 (meters)      816.96  (feet) ADJUSTED
 RJ0365  ______________________________________________________________________
 RJ0365  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 RJ0365  DYNAMIC HEIGHT  -        249.026 (meters)      817.01  (feet) COMP
 RJ0365  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RJ0365
 RJ0365  VERT ORDER      -  FIRST     CLASS II
 RJ0365
 RJ0365.The horizontal coordinates were scaled from a map and have
 RJ0365.an estimated accuracy of +/- 6 seconds.
 RJ0365
 RJ0365.The orthometric height was determined by differential leveling and
 RJ0365.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0365.in June 1991.
 RJ0365
 RJ0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0365.GEOID18 height accuracy estimate available here.
 RJ0365
 RJ0365.Click photographs - Photos may exist for this station.
 RJ0365
 RJ0365.The dynamic height is computed by dividing the NAVD 88
 RJ0365.geopotential number by the normal gravity value computed on the
 RJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0365.degrees latitude (g = 980.6199 gals.).
 RJ0365
 RJ0365.The modeled gravity was interpolated from observed gravity values.
 RJ0365
 RJ0365;                    North         East    Units  Estimated Accuracy
 RJ0365;SPC MI N     -   162,860.    8,145,310.      MT  (+/- 180 meters Scaled)
 RJ0365
 RJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS452216(NAD 83)
 RJ0365
 RJ0365                          SUPERSEDED SURVEY CONTROL
 RJ0365
 RJ0365  NGVD 29 (??/??/92)  249.000  (m)          816.93   (f) ADJ UNCH    1 2
 RJ0365
 RJ0365.Superseded values are not recommended for survey control.
 RJ0365
 RJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0365.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0365
 RJ0365_MARKER: DB = BENCH MARK DISK
 RJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0365_STAMPING: G 51 1934
 RJ0365_MARK LOGO: CGS
 RJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0365+STABILITY: SURFACE MOTION
 RJ0365
 RJ0365  HISTORY     - Date     Condition        Report By
 RJ0365  HISTORY     - 1934     MONUMENTED       CGS
 RJ0365  HISTORY     - 19950814 GOOD             USPSQD
 RJ0365
 RJ0365                          STATION DESCRIPTION
 RJ0365
 RJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0365'5.3 MI NW FROM TROUT LAKE.
 RJ0365'IN MACKINAC COUNTY, 5.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH
 RJ0365'SHORE AND ATLANTIC RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY,
 RJ0365'0.6 MILE SOUTHEAST OF THE STATION SIGN AT FIBORN JUNCTION, 9
 RJ0365'RAILS SOUTHEAST OF MILEPOST 33, 2-1/2 POLES NORTHWEST OF CULVERT
 RJ0365'32.89, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 RJ0365'A STANDARD DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A
 RJ0365'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 RJ0365
 RJ0365                          STATION RECOVERY (1995)
 RJ0365
 RJ0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0212 ***********************************************************************
 QK0212  DESIGNATION -  G 52
 QK0212  PID         -  QK0212
 QK0212  STATE/COUNTY-  MI/MACKINAC
 QK0212  COUNTRY     -  US
 QK0212  USGS QUAD   -  EVERGREEN SHORES (2017)
 QK0212
 QK0212                         *CURRENT SURVEY CONTROL
 QK0212  ______________________________________________________________________
 QK0212* NAD 83(1986) POSITION- 45 53 27.     (N) 084 43 39.     (W)   SCALED
 QK0212* NAVD 88 ORTHO HEIGHT -   180.906 (meters)      593.52  (feet) ADJUSTED
 QK0212  ______________________________________________________________________
 QK0212  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 QK0212  DYNAMIC HEIGHT  -        180.913 (meters)      593.55  (feet) COMP
 QK0212  MODELED GRAVITY -    980,652.3   (mgal)                       NAVD 88
 QK0212
 QK0212  VERT ORDER      -  SECOND    CLASS 0
 QK0212
 QK0212.The horizontal coordinates were scaled from a map and have
 QK0212.an estimated accuracy of +/- 6 seconds.
 QK0212
 QK0212.The orthometric height was determined by differential leveling and
 QK0212.adjusted by the NATIONAL GEODETIC SURVEY
 QK0212.in June 1991.
 QK0212
 QK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0212.GEOID18 height accuracy estimate available here.
 QK0212
 QK0212.Click photographs - Photos may exist for this station.
 QK0212
 QK0212.The dynamic height is computed by dividing the NAVD 88
 QK0212.geopotential number by the normal gravity value computed on the
 QK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0212.degrees latitude (g = 980.6199 gals.).
 QK0212
 QK0212.The modeled gravity was interpolated from observed gravity values.
 QK0212
 QK0212;                    North         East    Units  Estimated Accuracy
 QK0212;SPC MI N     -   125,620.    8,176,340.      MT  (+/- 180 meters Scaled)
 QK0212
 QK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR763844(NAD 83)
 QK0212
 QK0212                          SUPERSEDED SURVEY CONTROL
 QK0212
 QK0212  NGVD 29 (??/??/92)  180.951  (m)          593.67   (f) ADJ UNCH    2 0
 QK0212
 QK0212.Superseded values are not recommended for survey control.
 QK0212
 QK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0212.See file dsdata.pdf to determine how the superseded data were derived.
 QK0212
 QK0212_MARKER: DB = BENCH MARK DISK
 QK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0212_STAMPING: G 52 1934
 QK0212_MARK LOGO: CGS
 QK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0212+STABILITY: SURFACE MOTION
 QK0212
 QK0212  HISTORY     - Date     Condition        Report By
 QK0212  HISTORY     - 1934     MONUMENTED       CGS
 QK0212  HISTORY     - 1958     MARK NOT FOUND   CGS
 QK0212  HISTORY     - 19950602 GOOD             USPSQD
 QK0212  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0212  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0212
 QK0212                          STATION DESCRIPTION
 QK0212
 QK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QK0212'1.5 MI N FROM ST IGNACE.
 QK0212'1.5 MILES NORTH ALONG U.S. HIGHWAY 2 FROM FATHER MARQUETTE PARK
 QK0212'AT ST. IGNACE, MACKINAC COUNTY, 17 YARDS NORTH OF THE CENTERLINE
 QK0212'OF THE MAIN ENTRANCE DRIVE TO ISLAND VIEW LODGE, 10 YARDS WEST
 QK0212'OF THE CENTERLINE OF THE HIGHWAY, 1 YARD NORTH OF A FENCE
 QK0212'CORNER, AND AT THE FENCE LINE.  A STANDARD DISK, STAMPED G 52
 QK0212'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QK0212
 QK0212                          STATION RECOVERY (1995)
 QK0212
 QK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0212'RECOVERED IN GOOD CONDITION.
 QK0212
 QK0212                          STATION RECOVERY (1995)
 QK0212
 QK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0212'MARK NOT FOUND.
 QK0212
 QK0212                          STATION RECOVERY (2002)
 QK0212
 QK0212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0346 ***********************************************************************
 RJ0346  DESIGNATION -  G 53
 RJ0346  PID         -  RJ0346
 RJ0346  STATE/COUNTY-  MI/CHIPPEWA
 RJ0346  COUNTRY     -  US
 RJ0346  USGS QUAD   -  TROUT LAKE (2017)
 RJ0346
 RJ0346                         *CURRENT SURVEY CONTROL
 RJ0346  ______________________________________________________________________
 RJ0346* NAD 83(1986) POSITION- 46 10 42.     (N) 085 06 51.     (W)   SCALED
 RJ0346* NAVD 88 ORTHO HEIGHT -   261.065 (meters)      856.51  (feet) ADJUSTED
 RJ0346  ______________________________________________________________________
 RJ0346  GEOID HEIGHT    -        -35.047 (meters)                     GEOID18
 RJ0346  DYNAMIC HEIGHT  -        261.082 (meters)      856.57  (feet) COMP
 RJ0346  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 RJ0346
 RJ0346  VERT ORDER      -  SECOND    CLASS 0
 RJ0346
 RJ0346.The horizontal coordinates were scaled from a map and have
 RJ0346.an estimated accuracy of +/- 6 seconds.
 RJ0346
 RJ0346.The orthometric height was determined by differential leveling and
 RJ0346.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0346.in June 1991.
 RJ0346
 RJ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0346.GEOID18 height accuracy estimate available here.
 RJ0346
 RJ0346.Click photographs - Photos may exist for this station.
 RJ0346
 RJ0346.The dynamic height is computed by dividing the NAVD 88
 RJ0346.geopotential number by the normal gravity value computed on the
 RJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0346.degrees latitude (g = 980.6199 gals.).
 RJ0346
 RJ0346.The modeled gravity was interpolated from observed gravity values.
 RJ0346
 RJ0346;                    North         East    Units  Estimated Accuracy
 RJ0346;SPC MI N     -   156,780.    8,145,590.      MT  (+/- 180 meters Scaled)
 RJ0346
 RJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS455155(NAD 83)
 RJ0346
 RJ0346                          SUPERSEDED SURVEY CONTROL
 RJ0346
 RJ0346  NGVD 29 (??/??/92)  261.051  (m)          856.46   (f) ADJ UNCH    2 0
 RJ0346
 RJ0346.Superseded values are not recommended for survey control.
 RJ0346
 RJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0346.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0346
 RJ0346_MARKER: DB = BENCH MARK DISK
 RJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0346_STAMPING: G 53 1934
 RJ0346_MARK LOGO: CGS
 RJ0346_PROJECTION: PROJECTING 13 CENTIMETERS
 RJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0346+STABILITY: SURFACE MOTION
 RJ0346
 RJ0346  HISTORY     - Date     Condition        Report By
 RJ0346  HISTORY     - 1934     MONUMENTED       CGS
 RJ0346  HISTORY     - 1960     MARK NOT FOUND   CGS
 RJ0346
 RJ0346                          STATION DESCRIPTION
 RJ0346
 RJ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RJ0346'4.6 MI W FROM TROUT LAKE.
 RJ0346'4.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0346'MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA COUNTY,
 RJ0346'14 RAILS EAST OF MILEPOST 445, 25 FEET NORTHWEST OF POLE 478,
 RJ0346'AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RJ0346'DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0346'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- MILEPOST HAS
 RJ0346'APPARENTLY BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0462 ***********************************************************************
 RJ0462  DESIGNATION -  G 54
 RJ0462  PID         -  RJ0462
 RJ0462  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0462  COUNTRY     -  US
 RJ0462  USGS QUAD   -  BLANEY PARK (2017)
 RJ0462
 RJ0462                         *CURRENT SURVEY CONTROL
 RJ0462  ______________________________________________________________________
 RJ0462* NAD 83(1986) POSITION- 46 01 00.     (N) 085 55 57.     (W)   SCALED
 RJ0462* NAVD 88 ORTHO HEIGHT -   192.869 (meters)      632.77  (feet) ADJUSTED
 RJ0462  ______________________________________________________________________
 RJ0462  GEOID HEIGHT    -        -35.071 (meters)                     GEOID18
 RJ0462  DYNAMIC HEIGHT  -        192.878 (meters)      632.80  (feet) COMP
 RJ0462  MODELED GRAVITY -    980,653.2   (mgal)                       NAVD 88
 RJ0462
 RJ0462  VERT ORDER      -  SECOND    CLASS 0
 RJ0462
 RJ0462.The horizontal coordinates were scaled from a map and have
 RJ0462.an estimated accuracy of +/- 6 seconds.
 RJ0462
 RJ0462.The orthometric height was determined by differential leveling and
 RJ0462.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0462.in June 1991.
 RJ0462
 RJ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0462.GEOID18 height accuracy estimate available here.
 RJ0462
 RJ0462.Click photographs - Photos may exist for this station.
 RJ0462
 RJ0462.The dynamic height is computed by dividing the NAVD 88
 RJ0462.geopotential number by the normal gravity value computed on the
 RJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0462.degrees latitude (g = 980.6199 gals.).
 RJ0462
 RJ0462.The modeled gravity was interpolated from observed gravity values.
 RJ0462
 RJ0462;                    North         East    Units  Estimated Accuracy
 RJ0462;SPC MI N     -   137,630.    8,082,660.      MT  (+/- 180 meters Scaled)
 RJ0462
 RJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER826964(NAD 83)
 RJ0462
 RJ0462                          SUPERSEDED SURVEY CONTROL
 RJ0462
 RJ0462  NGVD 29 (??/??/92)  192.846  (m)          632.70   (f) ADJ UNCH    2 0
 RJ0462
 RJ0462.Superseded values are not recommended for survey control.
 RJ0462
 RJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0462.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0462
 RJ0462_MARKER: DB = BENCH MARK DISK
 RJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0462_STAMPING: G 54 1934
 RJ0462_MARK LOGO: CGS
 RJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0462+STABILITY: SURFACE MOTION
 RJ0462
 RJ0462  HISTORY     - Date     Condition        Report By
 RJ0462  HISTORY     - 1934     MONUMENTED       CGS
 RJ0462  HISTORY     - 1938     GOOD             CGS
 RJ0462  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0462
 RJ0462                          STATION DESCRIPTION
 RJ0462
 RJ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 RJ0462'4.4 MI E FROM GULLIVER.
 RJ0462'4.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0462'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0462'1.0 FOOT EAST OF AND 15.0 FEET NORTH OF MILEPOST 403, 10 FEET
 RJ0462'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 18 INCHES LOWER
 RJ0462'THAN THE TRACK.  A STANDARD DISK, STAMPED G 54 1934 AND SET
 RJ0462'IN THE TOP OF A CONCRETE POST.
 RJ0462
 RJ0462                          STATION RECOVERY (1972)
 RJ0462
 RJ0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0067 ***********************************************************************
 RK0067  DESIGNATION -  G 55
 RK0067  PID         -  RK0067
 RK0067  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0067  COUNTRY     -  US
 RK0067  USGS QUAD   -  SHINGLETON (2017)
 RK0067
 RK0067                         *CURRENT SURVEY CONTROL
 RK0067  ______________________________________________________________________
 RK0067* NAD 83(1986) POSITION- 46 15 56.27   (N) 086 26 24.37   (W)   HD_HELD1
 RK0067* NAVD 88 ORTHO HEIGHT -   251.367 (meters)      824.69  (feet) ADJUSTED
 RK0067  ______________________________________________________________________
 RK0067  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 RK0067  DYNAMIC HEIGHT  -        251.384 (meters)      824.75  (feet) COMP
 RK0067  MODELED GRAVITY -    980,677.3   (mgal)                       NAVD 88
 RK0067
 RK0067  VERT ORDER      -  SECOND    CLASS 0
 RK0067
 RK0067.The horizontal coordinates were determined by differentially corrected
 RK0067.hand held GPS observations or other comparable positioning techniques
 RK0067.and have an estimated accuracy of +/- 3 meters.
 RK0067
 RK0067.The orthometric height was determined by differential leveling and
 RK0067.adjusted by the NATIONAL GEODETIC SURVEY
 RK0067.in June 1991.
 RK0067
 RK0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0067.GEOID18 height accuracy estimate available here.
 RK0067
 RK0067.Click photographs - Photos may exist for this station.
 RK0067
 RK0067.The dynamic height is computed by dividing the NAVD 88
 RK0067.geopotential number by the normal gravity value computed on the
 RK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0067.degrees latitude (g = 980.6199 gals.).
 RK0067
 RK0067.The modeled gravity was interpolated from observed gravity values.
 RK0067
 RK0067;                    North         East    Units  Estimated Accuracy
 RK0067;SPC MI N     -   164,900.9   8,043,158.9     MT  (+/- 3 meters HH1 GPS) 
 RK0067
 RK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4314623713(NAD 83)
 RK0067
 RK0067                          SUPERSEDED SURVEY CONTROL
 RK0067
 RK0067  NGVD 29 (??/??/92)  251.336  (m)          824.59   (f) ADJ UNCH    2 0
 RK0067
 RK0067.Superseded values are not recommended for survey control.
 RK0067
 RK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0067.See file dsdata.pdf to determine how the superseded data were derived.
 RK0067
 RK0067_MARKER: DB = BENCH MARK DISK
 RK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0067_STAMPING: G 55 1934
 RK0067_MARK LOGO: CGS
 RK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0067+STABILITY: SURFACE MOTION
 RK0067
 RK0067  HISTORY     - Date     Condition        Report By
 RK0067  HISTORY     - 1934     MONUMENTED       CGS
 RK0067  HISTORY     - 1954     GOOD             CGS
 RK0067  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0067
 RK0067                          STATION DESCRIPTION
 RK0067
 RK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 RK0067'6 MI S FROM SHINGLETON.
 RK0067'IN SCHOOLCRAFT COUNTY, 6 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0067'FROM SHNGLETON, ALGER COUNTY, 55 FEET NORTH OF A ROAD LEADING
 RK0067'TO BOOT LAKE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 RK0067'AND 9 FEET EAST OF A 20-INCH OAK TREE.  A STANDARD DISK, STAMPED
 RK0067'G 55 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- OAK TREE
 RK0067'GONE.
 RK0067
 RK0067                          STATION RECOVERY (1980)
 RK0067
 RK0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0067'THE AREA HAS BEEN PLOWED AND PLANTED IN PINE TREES. PROBABLY
 RK0067'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0393 ***********************************************************************
 QL0393  DESIGNATION -  G 57
 QL0393  PID         -  QL0393
 QL0393  STATE/COUNTY-  MI/MENOMINEE
 QL0393  COUNTRY     -  US
 QL0393  USGS QUAD   -  FAITHORN (2017)
 QL0393
 QL0393                         *CURRENT SURVEY CONTROL
 QL0393  ______________________________________________________________________
 QL0393* NAD 83(1986) POSITION- 45 40 48.     (N) 087 45 16.     (W)   SCALED
 QL0393* NAVD 88 ORTHO HEIGHT -   258.832 (meters)      849.18  (feet) ADJUSTED
 QL0393  ______________________________________________________________________
 QL0393  GEOID HEIGHT    -        -35.142 (meters)                     GEOID18
 QL0393  DYNAMIC HEIGHT  -        258.830 (meters)      849.18  (feet) COMP
 QL0393  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 QL0393
 QL0393  VERT ORDER      -  SECOND    CLASS 0
 QL0393
 QL0393.The horizontal coordinates were scaled from a map and have
 QL0393.an estimated accuracy of +/- 6 seconds.
 QL0393
 QL0393.The orthometric height was determined by differential leveling and
 QL0393.adjusted by the NATIONAL GEODETIC SURVEY
 QL0393.in June 1991.
 QL0393
 QL0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0393.GEOID18 height accuracy estimate available here.
 QL0393
 QL0393.Click photographs - Photos may exist for this station.
 QL0393
 QL0393.The dynamic height is computed by dividing the NAVD 88
 QL0393.geopotential number by the normal gravity value computed on the
 QL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0393.degrees latitude (g = 980.6199 gals.).
 QL0393
 QL0393.The modeled gravity was interpolated from observed gravity values.
 QL0393
 QL0393;                    North         East    Units  Estimated Accuracy
 QL0393;SPC MI N     -    99,940.    7,941,230.      MT  (+/- 180 meters Scaled)
 QL0393
 QL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR412587(NAD 83)
 QL0393
 QL0393                          SUPERSEDED SURVEY CONTROL
 QL0393
 QL0393  NGVD 29 (??/??/92)  258.851  (m)          849.25   (f) ADJ UNCH    2 0
 QL0393
 QL0393.Superseded values are not recommended for survey control.
 QL0393
 QL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0393.See file dsdata.pdf to determine how the superseded data were derived.
 QL0393
 QL0393_MARKER: DB = BENCH MARK DISK
 QL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0393_STAMPING: G 57 1934
 QL0393_MARK LOGO: CGS
 QL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0393+STABILITY: SURFACE MOTION
 QL0393
 QL0393  HISTORY     - Date     Condition        Report By
 QL0393  HISTORY     - 1934     MONUMENTED       CGS
 QL0393  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0393
 QL0393                          STATION DESCRIPTION
 QL0393
 QL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0393'AT FAITHORN.
 QL0393'AT FAITHORN, MENOMINEE COUNTY, ON THE MINNEAPOLIS, ST. PAUL
 QL0393'AND SAULT STE, MARIE RAILROAD, 36 FEET EAST OF THE EAST LINE
 QL0393'OF THE STATION, 9 FEET EAST OF MILEPOST 303, AND 15 FEET SOUTH
 QL0393'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 QL0393'G 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0393
 QL0393                          STATION RECOVERY (1980)
 QL0393
 QL0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0231 ***********************************************************************
 RL0231  DESIGNATION -  G 59
 RL0231  PID         -  RL0231
 RL0231  STATE/COUNTY-  MI/IRON
 RL0231  COUNTRY     -  US
 RL0231  USGS QUAD   -  AMASA (2017)
 RL0231
 RL0231                         *CURRENT SURVEY CONTROL
 RL0231  ______________________________________________________________________
 RL0231* NAD 83(1986) POSITION- 46 12 35.     (N) 088 25 08.     (W)   SCALED
 RL0231* NAVD 88 ORTHO HEIGHT -   453.029 (meters)     1486.31  (feet) ADJUSTED
 RL0231  ______________________________________________________________________
 RL0231  GEOID HEIGHT    -        -32.536 (meters)                     GEOID18
 RL0231  DYNAMIC HEIGHT  -        453.039 (meters)     1486.35  (feet) COMP
 RL0231  MODELED GRAVITY -    980,622.6   (mgal)                       NAVD 88
 RL0231
 RL0231  VERT ORDER      -  SECOND    CLASS 0
 RL0231
 RL0231.The horizontal coordinates were scaled from a map and have
 RL0231.an estimated accuracy of +/- 6 seconds.
 RL0231
 RL0231.The orthometric height was determined by differential leveling and
 RL0231.adjusted by the NATIONAL GEODETIC SURVEY
 RL0231.in June 1991.
 RL0231
 RL0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0231.GEOID18 height accuracy estimate available here.
 RL0231
 RL0231.Click photographs - Photos may exist for this station.
 RL0231
 RL0231.The dynamic height is computed by dividing the NAVD 88
 RL0231.geopotential number by the normal gravity value computed on the
 RL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0231.degrees latitude (g = 980.6199 gals.).
 RL0231
 RL0231.The modeled gravity was interpolated from observed gravity values.
 RL0231
 RL0231;                    North         East    Units  Estimated Accuracy
 RL0231;SPC MI N     -   159,510.    7,890,520.      MT  (+/- 180 meters Scaled)
 RL0231
 RL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS905183(NAD 83)
 RL0231
 RL0231                          SUPERSEDED SURVEY CONTROL
 RL0231
 RL0231  NGVD 29 (??/??/92)  453.016  (m)         1486.27   (f) ADJ UNCH    2 0
 RL0231
 RL0231.Superseded values are not recommended for survey control.
 RL0231
 RL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0231.See file dsdata.pdf to determine how the superseded data were derived.
 RL0231
 RL0231_MARKER: DB = BENCH MARK DISK
 RL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0231_STAMPING: G 59 1934
 RL0231_MARK LOGO: CGS
 RL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0231+STABILITY: SURFACE MOTION
 RL0231
 RL0231  HISTORY     - Date     Condition        Report By
 RL0231  HISTORY     - 1934     MONUMENTED       CGS
 RL0231
 RL0231                          STATION DESCRIPTION
 RL0231
 RL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0231'2.8 MI E FROM AMASA.
 RL0231'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0231'PACIFIC RAILROAD FROM THE STATION AT AMASA, IRON COUNTY, 30 FEET
 RL0231'WEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 25 FEET SOUTH
 RL0231'OF THE CENTERLINE OF THE TRACK, AND 5 FEET WEST OF A CATTLE
 RL0231'GUARD.  A STANDARD DISK, STAMPED G 59 1934 AND SET IN THE TOP
 RL0231'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QM0007 ***********************************************************************
 QM0007  DESIGNATION -  G 61
 QM0007  PID         -  QM0007
 QM0007  STATE/COUNTY-  MI/DICKINSON
 QM0007  COUNTRY     -  US
 QM0007  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0007
 QM0007                         *CURRENT SURVEY CONTROL
 QM0007  ______________________________________________________________________
 QM0007* NAD 83(1986) POSITION- 45 49 00.     (N) 088 03 54.     (W)   SCALED
 QM0007* NAVD 88 ORTHO HEIGHT -   346.834 (meters)     1137.90  (feet) ADJUSTED
 QM0007  ______________________________________________________________________
 QM0007  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 QM0007  DYNAMIC HEIGHT  -        346.829 (meters)     1137.89  (feet) COMP
 QM0007  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 QM0007
 QM0007  VERT ORDER      -  SECOND    CLASS I
 QM0007
 QM0007.The horizontal coordinates were scaled from a map and have
 QM0007.an estimated accuracy of +/- 6 seconds.
 QM0007
 QM0007.The orthometric height was determined by differential leveling and
 QM0007.adjusted by the NATIONAL GEODETIC SURVEY
 QM0007.in June 1991.
 QM0007
 QM0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0007.GEOID18 height accuracy estimate available here.
 QM0007
 QM0007.Click photographs - Photos may exist for this station.
 QM0007
 QM0007.The dynamic height is computed by dividing the NAVD 88
 QM0007.geopotential number by the normal gravity value computed on the
 QM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0007.degrees latitude (g = 980.6199 gals.).
 QM0007
 QM0007.The modeled gravity was interpolated from observed gravity values.
 QM0007
 QM0007;                    North         East    Units  Estimated Accuracy
 QM0007;SPC MI N     -   115,410.    7,917,240.      MT  (+/- 180 meters Scaled)
 QM0007
 QM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR172742(NAD 83)
 QM0007
 QM0007                          SUPERSEDED SURVEY CONTROL
 QM0007
 QM0007  NGVD 29 (??/??/92)  346.849  (m)         1137.95   (f) ADJ UNCH    2 0
 QM0007
 QM0007.Superseded values are not recommended for survey control.
 QM0007
 QM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0007.See file dsdata.pdf to determine how the superseded data were derived.
 QM0007
 QM0007_MARKER: DB = BENCH MARK DISK
 QM0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0007_SP_SET: BUILDING WALL
 QM0007_STAMPING: G 61 1934
 QM0007_MARK LOGO: CGS
 QM0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0007+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 QM0007
 QM0007  HISTORY     - Date     Condition        Report By
 QM0007  HISTORY     - 1934     MONUMENTED       CGS
 QM0007  HISTORY     - 1966     GOOD             CGS
 QM0007  HISTORY     - 19950411 GOOD             MIDT
 QM0007  HISTORY     - 19960906 GOOD             MIDT
 QM0007  HISTORY     - 20011008 GOOD             USPSQD
 QM0007  HISTORY     - 20031022 GOOD             USPSQD
 QM0007  HISTORY     - 20050606 GOOD             USPSQD
 QM0007  HISTORY     - 20060830 GOOD             USPSQD
 QM0007  HISTORY     - 20141001 GOOD             WIDT
 QM0007
 QM0007                          STATION DESCRIPTION
 QM0007
 QM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0007'IN IRON MOUNTAIN.
 QM0007'AT IRON MOUNTAIN, IN THE EAST FACE OF THE COMMERICAL BANK BUILDING,
 QM0007'50 FEET NORTH OF THE ENTRANCE, AND 3 FEET ABOVE THE WALK.
 QM0007'A STANDARD DISK, STAMPED G 61 1934 AND SET VERTICALLY.
 QM0007
 QM0007                          STATION RECOVERY (1966)
 QM0007
 QM0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (1995)
 QM0007
 QM0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0007'STATION IS LOCATED IN IRON MOUNTAIN ALONG U.S.  HIGHWAY 2 (STEPHEN
 QM0007'AVENUE) AT THE INTERSECTION WITH C-STREET. TO REACH FROM THE COURT
 QM0007'HOUSE GO WEST ALONG U.S.  HIGHWAY 2 FOR 1/2 BLOCK TO THE STATION ON
 QM0007'THE LEFT.
 QM0007
 QM0007                          STATION RECOVERY (1996)
 QM0007
 QM0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QM0007'IN IRON MOUNTAIN ALONG U.S. HIGHWAY 2 (STEPHEN AVENUE) AT THE
 QM0007'INTERSECTION WITH C-STREET. TO REACH FROM THE COURT HOUSE GO WEST
 QM0007'ALONG U.S. HIGHWAY 2 FOR 1/2 BLOCK TO THE STATION ON THE LEFT.
 QM0007
 QM0007                          STATION RECOVERY (2001)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0007'BUILDING NOW OCCUPIED BY WELLS FARGO BANK
 QM0007
 QM0007                          STATION RECOVERY (2003)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJR)
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (2005)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (2006)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (2014)
 QM0007
 QM0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0247 ***********************************************************************
 RL0247  DESIGNATION -  G 62
 RL0247  PID         -  RL0247
 RL0247  STATE/COUNTY-  MI/IRON
 RL0247  COUNTRY     -  US
 RL0247  USGS QUAD   -  FORTUNE LAKES (2017)
 RL0247
 RL0247                         *CURRENT SURVEY CONTROL
 RL0247  ______________________________________________________________________
 RL0247* NAD 83(1986) POSITION- 46 06 00.     (N) 088 23 06.     (W)   SCALED
 RL0247* NAVD 88 ORTHO HEIGHT -   417.929 (meters)     1371.16  (feet) ADJUSTED
 RL0247  ______________________________________________________________________
 RL0247  GEOID HEIGHT    -        -32.684 (meters)                     GEOID18
 RL0247  DYNAMIC HEIGHT  -        417.940 (meters)     1371.19  (feet) COMP
 RL0247  MODELED GRAVITY -    980,629.1   (mgal)                       NAVD 88
 RL0247
 RL0247  VERT ORDER      -  SECOND    CLASS 0
 RL0247
 RL0247.The horizontal coordinates were scaled from a map and have
 RL0247.an estimated accuracy of +/- 6 seconds.
 RL0247
 RL0247.The orthometric height was determined by differential leveling and
 RL0247.adjusted by the NATIONAL GEODETIC SURVEY
 RL0247.in June 1991.
 RL0247
 RL0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0247.GEOID18 height accuracy estimate available here.
 RL0247
 RL0247.Click photographs - Photos may exist for this station.
 RL0247
 RL0247.The dynamic height is computed by dividing the NAVD 88
 RL0247.geopotential number by the normal gravity value computed on the
 RL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0247.degrees latitude (g = 980.6199 gals.).
 RL0247
 RL0247.The modeled gravity was interpolated from observed gravity values.
 RL0247
 RL0247;                    North         East    Units  Estimated Accuracy
 RL0247;SPC MI N     -   147,280.    7,892,920.      MT  (+/- 180 meters Scaled)
 RL0247
 RL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS929060(NAD 83)
 RL0247
 RL0247                          SUPERSEDED SURVEY CONTROL
 RL0247
 RL0247  NGVD 29 (??/??/92)  417.926  (m)         1371.15   (f) ADJ UNCH    2 0
 RL0247
 RL0247.Superseded values are not recommended for survey control.
 RL0247
 RL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0247.See file dsdata.pdf to determine how the superseded data were derived.
 RL0247
 RL0247_MARKER: DB = BENCH MARK DISK
 RL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0247_STAMPING: G 62 1934
 RL0247_MARK LOGO: CGS
 RL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0247+STABILITY: SURFACE MOTION
 RL0247
 RL0247  HISTORY     - Date     Condition        Report By
 RL0247  HISTORY     - 1934     MONUMENTED       CGS
 RL0247  HISTORY     - 19571014 MARK NOT FOUND   LOCENG
 RL0247
 RL0247                          STATION DESCRIPTION
 RL0247
 RL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0247'2.2 MI W FROM CRYSTAL FALLS.
 RL0247'2.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0247'PACIFIC RAILROAD FROM CRYSTAL FALLS, IRON COUNTY, ABOUT 35 FEET
 RL0247'EAST OF A ROAD CROSSING, AND 20 FEET SOUTH OF THE CENTER LINE
 RL0247'OF THE TRACK.  STANDARD DISK, STAMPED G 62 1934 AND SET IN THE
 RL0247'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RL0247
 RL0247                          STATION RECOVERY (1957)
 RL0247
 RL0247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 RL0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0248 ***********************************************************************
 RL0248  DESIGNATION -  G 62 RESET
 RL0248  PID         -  RL0248
 RL0248  STATE/COUNTY-  MI/IRON
 RL0248  COUNTRY     -  US
 RL0248  USGS QUAD   -  FORTUNE LAKES (2017)
 RL0248
 RL0248                         *CURRENT SURVEY CONTROL
 RL0248  ______________________________________________________________________
 RL0248* NAD 83(1986) POSITION- 46 06 00.     (N) 088 23 06.     (W)   SCALED
 RL0248* NAVD 88 ORTHO HEIGHT -   421.64  (+/-2cm)     1383.3   (feet) VERTCON3
 RL0248  ______________________________________________________________________
 RL0248  GEOID HEIGHT    -        -32.684 (meters)                     GEOID18
 RL0248  VERT ORDER      -  THIRD (See Below)
 RL0248
 RL0248.The horizontal coordinates were scaled from a map and have
 RL0248.an estimated accuracy of +/- 6 seconds.
 RL0248
 RL0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0248
 RL0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0248.GEOID18 height accuracy estimate available here.
 RL0248
 RL0248.The vertical order pertains to the NGVD 29 superseded value.
 RL0248
 RL0248.Click photographs - Photos may exist for this station.
 RL0248
 RL0248;                    North         East    Units  Estimated Accuracy
 RL0248;SPC MI N     -   147,280.    7,892,920.      MT  (+/- 180 meters Scaled)
 RL0248
 RL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS929060(NAD 83)
 RL0248
 RL0248                          SUPERSEDED SURVEY CONTROL
 RL0248
 RL0248  NGVD 29 (02/05/16)  421.63   (m)         1383.3    (f) RESET       3  
 RL0248
 RL0248.Superseded values are not recommended for survey control.
 RL0248
 RL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0248.See file dsdata.pdf to determine how the superseded data were derived.
 RL0248
 RL0248_MARKER: DB = BENCH MARK DISK
 RL0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0248_STAMPING: G 62 RESET 1955
 RL0248_MARK LOGO: CGS
 RL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0248+STABILITY: SURFACE MOTION
 RL0248
 RL0248  HISTORY     - Date     Condition        Report By
 RL0248  HISTORY     - 1955     MONUMENTED       LOCSUR
 RL0248  HISTORY     - 1957     GOOD             CGS
 RL0248
 RL0248                          STATION DESCRIPTION
 RL0248
 RL0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RL0248'1.9 MI W FROM CRYSTAL FALLS.
 RL0248'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0248'RAILROAD FROM CRYSTAL FALLS, TO MINE TRACK GRADE, WEST ALONG
 RL0248'GRADE 0.2 MILE, THENCE 210 FEET NORTHWEST ALONG A COUNTY ROAD,
 RL0248'75 FEET NORTH OF A ROCK OUTCROP AND SET IN THE TOP OF A CONCRETE
 RL0248'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0286 ***********************************************************************
 RL0286  DESIGNATION -  G 63
 RL0286  PID         -  RL0286
 RL0286  STATE/COUNTY-  MI/IRON
 RL0286  COUNTRY     -  US
 RL0286  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0286
 RL0286                         *CURRENT SURVEY CONTROL
 RL0286  ______________________________________________________________________
 RL0286* NAD 83(1986) POSITION- 46 13 40.     (N) 088 55 57.     (W)   SCALED
 RL0286* NAVD 88 ORTHO HEIGHT -   499.656 (meters)     1639.29  (feet) ADJUSTED
 RL0286  ______________________________________________________________________
 RL0286  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 RL0286  DYNAMIC HEIGHT  -        499.665 (meters)     1639.32  (feet) COMP
 RL0286  MODELED GRAVITY -    980,616.5   (mgal)                       NAVD 88
 RL0286
 RL0286  VERT ORDER      -  SECOND    CLASS 0
 RL0286
 RL0286.The horizontal coordinates were scaled from a map and have
 RL0286.an estimated accuracy of +/- 6 seconds.
 RL0286
 RL0286.The orthometric height was determined by differential leveling and
 RL0286.adjusted by the NATIONAL GEODETIC SURVEY
 RL0286.in June 1991.
 RL0286
 RL0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0286.GEOID18 height accuracy estimate available here.
 RL0286
 RL0286.Click photographs - Photos may exist for this station.
 RL0286
 RL0286.The dynamic height is computed by dividing the NAVD 88
 RL0286.geopotential number by the normal gravity value computed on the
 RL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0286.degrees latitude (g = 980.6199 gals.).
 RL0286
 RL0286.The modeled gravity was interpolated from observed gravity values.
 RL0286
 RL0286;                    North         East    Units  Estimated Accuracy
 RL0286;SPC MI N     -   162,360.    7,850,950.      MT  (+/- 180 meters Scaled)
 RL0286
 RL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS509211(NAD 83)
 RL0286
 RL0286                          SUPERSEDED SURVEY CONTROL
 RL0286
 RL0286  NGVD 29 (??/??/92)  499.673  (m)         1639.34   (f) ADJ UNCH    2 0
 RL0286
 RL0286.Superseded values are not recommended for survey control.
 RL0286
 RL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0286.See file dsdata.pdf to determine how the superseded data were derived.
 RL0286
 RL0286_MARKER: DB = BENCH MARK DISK
 RL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0286_STAMPING: G 63 1934
 RL0286_MARK LOGO: CGS
 RL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0286+STABILITY: SURFACE MOTION
 RL0286
 RL0286  HISTORY     - Date     Condition        Report By
 RL0286  HISTORY     - 1934     MONUMENTED       CGS
 RL0286  HISTORY     - 1948     GOOD             CGS
 RL0286  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0286  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0286  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0286
 RL0286                          STATION DESCRIPTION
 RL0286
 RL0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0286'1.3 MI W FROM ELMWOOD.
 RL0286'1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0286'THE WATER TANK IN ELMWOOD, 77.8 FEET NORTHEAST AND ACROSS THE
 RL0286'TRACK FROM MILE POST 88 (ALSO POLE NO. 838), 44 FEET NORTH OF THE
 RL0286'NORTH RAIL OF THE MAIN TRACK, 73 FEET WEST-NORTHWEST OF A SWITCH
 RL0286'STAND, 24 FEET SOUTHEAST OF THE CENTER OF A TRAIL, 1.5 FEET
 RL0286'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK
 RL0286'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0286
 RL0286                          STATION RECOVERY (1978)
 RL0286
 RL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0286'MARK NOT FOUND.
 RL0286
 RL0286                          STATION RECOVERY (1997)
 RL0286
 RL0286'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0286'MARK NOT FOUND.
 RL0286
 RL0286                          STATION RECOVERY (2002)
 RL0286
 RL0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0916 ***********************************************************************
 RL0916  DESIGNATION -  G 64 RESET
 RL0916  PID         -  RL0916
 RL0916  STATE/COUNTY-  MI/ONTONAGON
 RL0916  COUNTRY     -  US
 RL0916  USGS QUAD   -  PAULDING (2017)
 RL0916
 RL0916                         *CURRENT SURVEY CONTROL
 RL0916  ______________________________________________________________________
 RL0916* NAD 83(1986) POSITION- 46 28 38.     (N) 089 10 41.     (W)   SCALED
 RL0916* NAVD 88 ORTHO HEIGHT -   403.04  (+/-2cm)     1322.3   (feet) VERTCON3
 RL0916  ______________________________________________________________________
 RL0916  GEOID HEIGHT    -        -31.869 (meters)                     GEOID18
 RL0916  VERT ORDER      -  THIRD (See Below)
 RL0916
 RL0916.The horizontal coordinates were scaled from a map and have
 RL0916.an estimated accuracy of +/- 6 seconds.
 RL0916
 RL0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0916
 RL0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0916.GEOID18 height accuracy estimate available here.
 RL0916
 RL0916.The vertical order pertains to the NGVD 29 superseded value.
 RL0916
 RL0916.Click photographs - Photos may exist for this station.
 RL0916
 RL0916;                    North         East    Units  Estimated Accuracy
 RL0916;SPC MI N     -   190,560.    7,832,770.      MT  (+/- 180 meters Scaled)
 RL0916
 RL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS328493(NAD 83)
 RL0916
 RL0916                          SUPERSEDED SURVEY CONTROL
 RL0916
 RL0916  NGVD 29 (02/05/16)  403.05   (m)         1322.3    (f) RESET       3  
 RL0916
 RL0916.Superseded values are not recommended for survey control.
 RL0916
 RL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0916.See file dsdata.pdf to determine how the superseded data were derived.
 RL0916
 RL0916_MARKER: DB = BENCH MARK DISK
 RL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0916_STAMPING: G 64 RESET 1962
 RL0916_MARK LOGO: CGS
 RL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0916+STABILITY: SURFACE MOTION
 RL0916
 RL0916  HISTORY     - Date     Condition        Report By
 RL0916  HISTORY     - 1962     MONUMENTED       MIDH
 RL0916  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0916  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0916
 RL0916                          STATION DESCRIPTION
 RL0916
 RL0916'DESCRIBED BY MI DEPT OF HIGHWAYS 1962
 RL0916'4 MI S FROM BRUCE CROSSING.
 RL0916'4.05 MILES SOUTH OF THE INTERSECTION OF HIGHWAYS U.S. 45 AND
 RL0916'M-28 IN BRUCE CROSSING, MICHIGAN.  83 FEET EAST OF THE
 RL0916'CENTERLINE OF U.S. 45 AND NEAR A SMALL APPLE ORCHARD, AND SET
 RL0916'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RL0916'GROUND.
 RL0916
 RL0916                          STATION RECOVERY (1985)
 RL0916
 RL0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0916'MARK NOT FOUND.
 RL0916
 RL0916                          STATION RECOVERY (2001)
 RL0916
 RL0916'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0916'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0069 ***********************************************************************
 SG0069  DESIGNATION -  G 65
 SG0069  PID         -  SG0069
 SG0069  STATE/COUNTY-  MI/HOUGHTON
 SG0069  COUNTRY     -  US
 SG0069  USGS QUAD   -  HANCOCK (2017)
 SG0069
 SG0069                         *CURRENT SURVEY CONTROL
 SG0069  ______________________________________________________________________
 SG0069* NAD 83(1986) POSITION- 47 10 28.     (N) 088 31 06.     (W)   SCALED
 SG0069* NAVD 88 ORTHO HEIGHT -   333.016 (meters)     1092.57  (feet) ADJUSTED
 SG0069  ______________________________________________________________________
 SG0069  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 SG0069  DYNAMIC HEIGHT  -        333.060 (meters)     1092.71  (feet) COMP
 SG0069  MODELED GRAVITY -    980,736.7   (mgal)                       NAVD 88
 SG0069
 SG0069  VERT ORDER      -  FIRST     CLASS II
 SG0069
 SG0069.The horizontal coordinates were scaled from a map and have
 SG0069.an estimated accuracy of +/- 6 seconds.
 SG0069
 SG0069.The orthometric height was determined by differential leveling and
 SG0069.adjusted by the NATIONAL GEODETIC SURVEY
 SG0069.in June 1991.
 SG0069
 SG0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0069.GEOID18 height accuracy estimate available here.
 SG0069
 SG0069.Click photographs - Photos may exist for this station.
 SG0069
 SG0069.The dynamic height is computed by dividing the NAVD 88
 SG0069.geopotential number by the normal gravity value computed on the
 SG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0069.degrees latitude (g = 980.6199 gals.).
 SG0069
 SG0069.The modeled gravity was interpolated from observed gravity values.
 SG0069
 SG0069;                    North         East    Units  Estimated Accuracy
 SG0069;SPC MI N     -   266,870.    7,884,900.      MT  (+/- 180 meters Scaled)
 SG0069
 SG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT849256(NAD 83)
 SG0069
 SG0069                          SUPERSEDED SURVEY CONTROL
 SG0069
 SG0069  NGVD 29 (??/??/92)  333.016  (m)         1092.57   (f) ADJ UNCH    1 2
 SG0069
 SG0069.Superseded values are not recommended for survey control.
 SG0069
 SG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0069.See file dsdata.pdf to determine how the superseded data were derived.
 SG0069
 SG0069_MARKER: DB = BENCH MARK DISK
 SG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0069_STAMPING: G 65 1934
 SG0069_MARK LOGO: CGS
 SG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0069+STABILITY: SURFACE MOTION
 SG0069
 SG0069  HISTORY     - Date     Condition        Report By
 SG0069  HISTORY     - 1934     MONUMENTED       CGS
 SG0069  HISTORY     - 1959     GOOD             CGS
 SG0069  HISTORY     - 20031121 MARK NOT FOUND   GEOCAC
 SG0069
 SG0069                          STATION DESCRIPTION
 SG0069
 SG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0069'6 MI S FROM CALUMENT.
 SG0069'ABOUT 6 MILES SOUTH ALONG THE MINERAL RANGE RAILROAD FROM CALUMET,
 SG0069'HOUGHTON COUNTY, 0.5 MILE EAST OF THE MINE AT BOSTON, AT MILEAGE
 SG0069'7.5, 0.6 MILE WEST OF U.S. HIGHWAY 41, 25 FEET SOUTHEAST OF A
 SG0069'ROAD CROSSING, AND 20 FEET EAST OF THE TRACK.  A STANDARD DISK,
 SG0069'STAMPED G 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0069
 SG0069                          STATION RECOVERY (1959)
 SG0069
 SG0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 SG0069'RECOVERED IN GOOD CONDITION.
 SG0069
 SG0069                          STATION RECOVERY (2003)
 SG0069
 SG0069'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0069'THE RAILROAD HAS BEEN DISMANTLED AND THE GRADE TURNED INTO A STATE DNR
 SG0069'OWNED SNOWMOBILE/ATV TRAIL.
 SG0069'THERE HAS BEEN ROAD AND UNDERGROUND CABLE CONSTRUCTION AT THE SITE
 SG0069'LOCATION.  A UNDERGROUND CABLE VAULT IS NEAR-BY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0003 ***********************************************************************
 SG0003  DESIGNATION -  G 66
 SG0003  PID         -  SG0003
 SG0003  STATE/COUNTY-  MI/KEWEENAW
 SG0003  COUNTRY     -  US
 SG0003  USGS QUAD   -  LAKE MEDORA (2017)
 SG0003
 SG0003                         *CURRENT SURVEY CONTROL
 SG0003  ______________________________________________________________________
 SG0003* NAD 83(1986) POSITION- 47 27 03.74   (N) 087 55 05.14   (W)   HD_HELD1
 SG0003* NAVD 88 ORTHO HEIGHT -   287.183 (meters)      942.20  (feet) ADJUSTED
 SG0003  ______________________________________________________________________
 SG0003  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 SG0003  DYNAMIC HEIGHT  -        287.237 (meters)      942.38  (feet) COMP
 SG0003  MODELED GRAVITY -    980,793.8   (mgal)                       NAVD 88
 SG0003
 SG0003  VERT ORDER      -  FIRST     CLASS II
 SG0003
 SG0003.The horizontal coordinates were determined by differentially corrected
 SG0003.hand held GPS observations or other comparable positioning techniques
 SG0003.and have an estimated accuracy of +/- 3 meters.
 SG0003
 SG0003.The orthometric height was determined by differential leveling and
 SG0003.adjusted by the NATIONAL GEODETIC SURVEY
 SG0003.in June 1991.
 SG0003
 SG0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0003.GEOID18 height accuracy estimate available here.
 SG0003
 SG0003.Click photographs - Photos may exist for this station.
 SG0003
 SG0003.The dynamic height is computed by dividing the NAVD 88
 SG0003.geopotential number by the normal gravity value computed on the
 SG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0003.degrees latitude (g = 980.6199 gals.).
 SG0003
 SG0003.The modeled gravity was interpolated from observed gravity values.
 SG0003
 SG0003;                    North         East    Units  Estimated Accuracy
 SG0003;SPC MI N     -   296,925.1   7,930,757.1     MT  (+/- 3 meters HH1 GPS) 
 SG0003
 SG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3079155696(NAD 83)
 SG0003
 SG0003                          SUPERSEDED SURVEY CONTROL
 SG0003
 SG0003  NGVD 29 (??/??/92)  287.192  (m)          942.23   (f) ADJ UNCH    1 2
 SG0003
 SG0003.Superseded values are not recommended for survey control.
 SG0003
 SG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0003.See file dsdata.pdf to determine how the superseded data were derived.
 SG0003
 SG0003_MARKER: DB = BENCH MARK DISK
 SG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0003_STAMPING: G 66 1934
 SG0003_MARK LOGO: CGS
 SG0003_PROJECTION: PROJECTING 20 CENTIMETERS
 SG0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0003+STABILITY: SURFACE MOTION
 SG0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0003+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2023
 SG0003
 SG0003  HISTORY     - Date     Condition        Report By
 SG0003  HISTORY     - 1934     MONUMENTED       CGS
 SG0003  HISTORY     - 19960717 GOOD             NGS
 SG0003  HISTORY     - 20010912 GOOD             USPSQD
 SG0003  HISTORY     - 20070720 GOOD             GEOCAC
 SG0003  HISTORY     - 20230910 GOOD             MITU
 SG0003
 SG0003                          STATION DESCRIPTION
 SG0003
 SG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0003'2 MI W FROM COPPER HARBOR.
 SG0003'2 MILES WEST ALONG U.S. HIGHWAY 41 FROM COPPER HARBOR, KEWEENAW
 SG0003'COUNTY, ABOUT 60 FEET EAST OF THE PIPE CULVERT THROUGH WHICH
 SG0003'AETNA CREEK FLOWS, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 SG0003'HIGHWAY.  A STANDARD DISK, STAMPED G 66 1934 AND SET IN THE
 SG0003'TOP OF A CONCRETE POST.
 SG0003
 SG0003                          STATION RECOVERY (1996)
 SG0003
 SG0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0003'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0003'STATE HIGHWAY 26 IN COPPER HARBOR, 14.9 M (48.9 FT) NORTH OF THE WEST
 SG0003'END OF A CULVERT SPANNING AETNA CREEK, 7.2 M (23.6 FT) WEST OF THE
 SG0003'HIGHWAY CENTERLINE, 2.6 M (8.5 FT) WEST OF A SIGN (SCENIC ROUTE) , 0.6
 SG0003'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 SG0003'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 SG0003
 SG0003                          STATION RECOVERY (2001)
 SG0003
 SG0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0003'RECOVERED IN GOOD CONDITION.
 SG0003
 SG0003                          STATION RECOVERY (2007)
 SG0003
 SG0003'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 SG0003'RECOVERED IN GOOD CONDITION.
 SG0003
 SG0003                          STATION RECOVERY (2023)
 SG0003
 SG0003'RECOVERY NOTE BY MICHIGAN TECHNICAL UNIVERSITY 2023 (JMD)
 SG0003'AS DESCRIBED IN THE 1996 STATION RECOVERY, EXCEPT (1) ABOUT 20 FT (6.1
 SG0003'M) NORTH OF WOODEN SIGN (AETNA CREEK).  THE SIGN DESCRIBED IN 1996
 SG0003'(SCENIC ROUTE) WAS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0012 ***********************************************************************
 SG0012  DESIGNATION -  G 75
 SG0012  PID         -  SG0012
 SG0012  STATE/COUNTY-  MI/HOUGHTON
 SG0012  COUNTRY     -  US
 SG0012  USGS QUAD   -  LAURIUM (2017)
 SG0012
 SG0012                         *CURRENT SURVEY CONTROL
 SG0012  ______________________________________________________________________
 SG0012* NAD 83(1986) POSITION- 47 10 07.     (N) 088 29 40.     (W)   SCALED
 SG0012* NAVD 88 ORTHO HEIGHT -   326.492 (meters)     1071.17  (feet) ADJUSTED
 SG0012  ______________________________________________________________________
 SG0012  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 SG0012  DYNAMIC HEIGHT  -        326.533 (meters)     1071.30  (feet) COMP
 SG0012  MODELED GRAVITY -    980,727.9   (mgal)                       NAVD 88
 SG0012
 SG0012  VERT ORDER      -  SECOND    CLASS 0
 SG0012
 SG0012.This mark is at Houghton Co Mem Airport (CMX)
 SG0012
 SG0012.The horizontal coordinates were scaled from a map and have
 SG0012.an estimated accuracy of +/- 6 seconds.
 SG0012
 SG0012.The orthometric height was determined by differential leveling and
 SG0012.adjusted by the NATIONAL GEODETIC SURVEY
 SG0012.in June 1991.
 SG0012
 SG0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0012.GEOID18 height accuracy estimate available here.
 SG0012
 SG0012.Click photographs - Photos may exist for this station.
 SG0012
 SG0012.The dynamic height is computed by dividing the NAVD 88
 SG0012.geopotential number by the normal gravity value computed on the
 SG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0012.degrees latitude (g = 980.6199 gals.).
 SG0012
 SG0012.The modeled gravity was interpolated from observed gravity values.
 SG0012
 SG0012;                    North         East    Units  Estimated Accuracy
 SG0012;SPC MI N     -   266,190.    7,886,700.      MT  (+/- 180 meters Scaled)
 SG0012
 SG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT867249(NAD 83)
 SG0012
 SG0012                          SUPERSEDED SURVEY CONTROL
 SG0012
 SG0012  NGVD 29 (??/??/92)  326.488  (m)         1071.15   (f) ADJ UNCH    2 0
 SG0012
 SG0012.Superseded values are not recommended for survey control.
 SG0012
 SG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0012.See file dsdata.pdf to determine how the superseded data were derived.
 SG0012
 SG0012_MARKER: DB = BENCH MARK DISK
 SG0012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0012_SP_SET: MEMORIAL PLAQUE BASE
 SG0012_STAMPING: G 75 1962
 SG0012_MARK LOGO: CGS
 SG0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0012
 SG0012  HISTORY     - Date     Condition        Report By
 SG0012  HISTORY     - 1962     MONUMENTED       CGS
 SG0012  HISTORY     - 1968     GOOD             LOCENG
 SG0012  HISTORY     - 1975     GOOD             NGS
 SG0012  HISTORY     - 19961113 SEE DESCRIPTION  MIDT
 SG0012  HISTORY     - 20010506 MARK NOT FOUND   MIDT
 SG0012
 SG0012                          STATION DESCRIPTION
 SG0012
 SG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SG0012'5.5 MI NE FROM HANCOCK.
 SG0012'AT HOUGHTON COUNTY MEMORIAL AIRPORT IN THE NORTHWEST CORNER OF
 SG0012'CONCRETE BASE FOR AIRPORT MEMORIAL PLAQUE.  14 FEET NORTH OF
 SG0012'NORTHWEST CORNER OF THE AIRPORT TERMINAL BUILDING.  A STANDARD
 SG0012'DISK STAMPED G 75 1962 CEMENTED IN THE BASE OF THE PLAQUE.
 SG0012
 SG0012                          STATION RECOVERY (1968)
 SG0012
 SG0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SG0012'RECOVERED IN GOOD CONDITION.
 SG0012
 SG0012                          STATION RECOVERY (1975)
 SG0012
 SG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SG0012'A NEW AIRPORT TERMINAL BUILDING HAS BEEN CONSTRUCTED AND THE OLD
 SG0012'TERMINAL BUILDING IS NOW OCCUPIED BY THE PECKHAM ENGINEERING CO.
 SG0012
 SG0012                          STATION RECOVERY (1996)
 SG0012
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT TRANSPORTATION (MPR) 1996
 SG0012'--CAUTION--CAUTION--CAUTION--CAUTION THE CONCRETE BASE AND THE
 SG0012'MEMORIAL PLAQUE HAVE BEEN RELOCATED TO THE NEW AIRPORT TERMINAL
 SG0012'BUILDING (DEDICATED IN 1970) .  THE EXACT DATE THIS WAS DONE IS UNKNOW
 SG0012'BUT IN ALL PROBALBILITY AFTER THE 1975 RECOVERY.  THE DISK CANNOT BE
 SG0012'REMOVED FROM THE PLAQUE BASE WITHOUT THE POSSIBILITY OF DOING
 SG0012'EXTENSIVE DAMAGE TO THE MONUMENT.  NOT SUITABLE FOR SATELITE
 SG0012'OBSERVATIONS DUE TO THE NATURE OF THE SETTING.
 SG0012
 SG0012                          STATION RECOVERY (2001)
 SG0012
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0012'THE AIRPORT MEMORIAL PLAQUE HAS BEEN RELOCATED AGAIN, IN 2000. NEW
 SG0012'BASE, NO SURVEY DISK.  CONSIDER THIS MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0176 ***********************************************************************
 QK0176  DESIGNATION -  G 76
 QK0176  PID         -  QK0176
 QK0176  STATE/COUNTY-  MI/EMMET
 QK0176  COUNTRY     -  US
 QK0176  USGS QUAD   -  PELLSTON (2017)
 QK0176
 QK0176                         *CURRENT SURVEY CONTROL
 QK0176  ______________________________________________________________________
 QK0176* NAD 83(1986) POSITION- 45 36 36.     (N) 084 46 56.     (W)   SCALED
 QK0176* NAVD 88 ORTHO HEIGHT -   228.040 (meters)      748.16  (feet) ADJUSTED
 QK0176  ______________________________________________________________________
 QK0176  GEOID HEIGHT    -        -35.282 (meters)                     GEOID18
 QK0176  DYNAMIC HEIGHT  -        228.039 (meters)      748.16  (feet) COMP
 QK0176  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 QK0176
 QK0176  VERT ORDER      -  SECOND    CLASS 0
 QK0176
 QK0176.The horizontal coordinates were scaled from a map and have
 QK0176.an estimated accuracy of +/- 6 seconds.
 QK0176
 QK0176.The orthometric height was determined by differential leveling and
 QK0176.adjusted by the NATIONAL GEODETIC SURVEY
 QK0176.in June 1991.
 QK0176
 QK0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0176.GEOID18 height accuracy estimate available here.
 QK0176
 QK0176.Click photographs - Photos may exist for this station.
 QK0176
 QK0176.The dynamic height is computed by dividing the NAVD 88
 QK0176.geopotential number by the normal gravity value computed on the
 QK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0176.degrees latitude (g = 980.6199 gals.).
 QK0176
 QK0176.The modeled gravity was interpolated from observed gravity values.
 QK0176
 QK0176;                    North         East    Units  Estimated Accuracy
 QK0176;SPC MI C     -   254,930.    5,967,590.      MT  (+/- 180 meters Scaled)
 QK0176
 QK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR729531(NAD 83)
 QK0176
 QK0176                          SUPERSEDED SURVEY CONTROL
 QK0176
 QK0176  NGVD 29 (??/??/92)  228.052  (m)          748.20   (f) ADJ UNCH    2 0
 QK0176
 QK0176.Superseded values are not recommended for survey control.
 QK0176
 QK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0176.See file dsdata.pdf to determine how the superseded data were derived.
 QK0176
 QK0176_MARKER: DB = BENCH MARK DISK
 QK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0176_STAMPING: G 76 1934
 QK0176_MARK LOGO: CGS
 QK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0176+STABILITY: SURFACE MOTION
 QK0176
 QK0176  HISTORY     - Date     Condition        Report By
 QK0176  HISTORY     - 1934     MONUMENTED       CGS
 QK0176  HISTORY     - 1962     GOOD             USGS
 QK0176  HISTORY     - 20230203 MARK NOT FOUND   MIDT
 QK0176
 QK0176                          STATION DESCRIPTION
 QK0176
 QK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0176'2 MI S FROM LEVERING.
 QK0176'2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0176'AT LEVERING, EMMET COUNTY, 0.5 MILE SOUTH OF MILEPOST 447, 30
 QK0176'YARDS NORTHEAST OF TELEPHONE POLE 8896, 10 YARDS EAST OF THE
 QK0176'EAST RAIL AT THE CENTER OF THE CROSSING OF A ROAD LEADING TO A
 QK0176'SMALL HOUSE, 5 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 17
 QK0176'YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, AND 1-1/2 YARDS
 QK0176'WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, AND 1-1/2 YARDS
 QK0176'WEST OF A POLE.  A STANDARD DISK, STAMPED G 76 1934 AND SET IN
 QK0176'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 QK0176
 QK0176                          STATION RECOVERY (1962)
 QK0176
 QK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QK0176'RECOVERED IN GOOD CONDITION.
 QK0176
 QK0176                          STATION RECOVERY (2023)
 QK0176
 QK0176'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0176'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0189 ***********************************************************************
 PL0189  DESIGNATION -  G 78
 PL0189  PID         -  PL0189
 PL0189  STATE/COUNTY-  MI/KALKASKA
 PL0189  COUNTRY     -  US
 PL0189  USGS QUAD   -  KALKASKA (2017)
 PL0189
 PL0189                         *CURRENT SURVEY CONTROL
 PL0189  ______________________________________________________________________
 PL0189* NAD 83(1986) POSITION- 44 40 30.     (N) 085 10 31.     (W)   SCALED
 PL0189* NAVD 88 ORTHO HEIGHT -   357.601 (meters)     1173.23  (feet) ADJUSTED
 PL0189  ______________________________________________________________________
 PL0189  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 PL0189  DYNAMIC HEIGHT  -        357.568 (meters)     1173.12  (feet) COMP
 PL0189  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 PL0189
 PL0189  VERT ORDER      -  SECOND    CLASS 0
 PL0189
 PL0189.The horizontal coordinates were scaled from a map and have
 PL0189.an estimated accuracy of +/- 6 seconds.
 PL0189
 PL0189.The orthometric height was determined by differential leveling and
 PL0189.adjusted by the NATIONAL GEODETIC SURVEY
 PL0189.in June 1991.
 PL0189
 PL0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0189.GEOID18 height accuracy estimate available here.
 PL0189
 PL0189.Click photographs - Photos may exist for this station.
 PL0189
 PL0189.The dynamic height is computed by dividing the NAVD 88
 PL0189.geopotential number by the normal gravity value computed on the
 PL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0189.degrees latitude (g = 980.6199 gals.).
 PL0189
 PL0189.The modeled gravity was interpolated from observed gravity values.
 PL0189
 PL0189;                    North         East    Units  Estimated Accuracy
 PL0189;SPC MI C     -   151,260.    5,935,890.      MT  (+/- 180 meters Scaled)
 PL0189
 PL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ446484(NAD 83)
 PL0189
 PL0189                          SUPERSEDED SURVEY CONTROL
 PL0189
 PL0189  NGVD 29 (??/??/92)  357.690  (m)         1173.52   (f) ADJ UNCH    2 0
 PL0189
 PL0189.Superseded values are not recommended for survey control.
 PL0189
 PL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0189.See file dsdata.pdf to determine how the superseded data were derived.
 PL0189
 PL0189_MARKER: DB = BENCH MARK DISK
 PL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0189_STAMPING: G 78 1934
 PL0189_MARK LOGO: CGS
 PL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0189+STABILITY: SURFACE MOTION
 PL0189
 PL0189  HISTORY     - Date     Condition        Report By
 PL0189  HISTORY     - 1934     MONUMENTED       CGS
 PL0189  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0189  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0189  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0189  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0189
 PL0189                          STATION DESCRIPTION
 PL0189
 PL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0189'3.8 MI S FROM KALKASKA.
 PL0189'3.8 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0189'COUNTY, 0.3 MILE NORTH OF DRAKE SCHOOL, 65 YARDS WEST OF THE
 PL0189'JUNCTION OF A PROPOSED NEW (1934) ROAD, 75 YARDS WEST OF A LARGE
 PL0189'LONE TREE ON THE EAST SIDE OF THE PROPOSED ROAD, 11 YARDS NORTH
 PL0189'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE
 PL0189'HIGHWAY.  A STANDARD DISK, STAMPED G 78 1934 AND SET IN THE TOP
 PL0189'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0189
 PL0189                          STATION RECOVERY (1983)
 PL0189
 PL0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (1992)
 PL0189
 PL0189'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (1997)
 PL0189
 PL0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (2001)
 PL0189
 PL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0158 ***********************************************************************
 QK0158  DESIGNATION -  G 79
 QK0158  PID         -  QK0158
 QK0158  STATE/COUNTY-  MI/OTSEGO
 QK0158  COUNTRY     -  US
 QK0158  USGS QUAD   -  GAYLORD (2017)
 QK0158
 QK0158                         *CURRENT SURVEY CONTROL
 QK0158  ______________________________________________________________________
 QK0158* NAD 83(1986) POSITION- 45 01 38.     (N) 084 38 22.     (W)   SCALED
 QK0158* NAVD 88 ORTHO HEIGHT -   394.766 (meters)     1295.16  (feet) ADJUSTED
 QK0158  ______________________________________________________________________
 QK0158  GEOID HEIGHT    -        -35.008 (meters)                     GEOID18
 QK0158  DYNAMIC HEIGHT  -        394.722 (meters)     1295.02  (feet) COMP
 QK0158  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 QK0158
 QK0158  VERT ORDER      -  SECOND    CLASS 0
 QK0158
 QK0158.The horizontal coordinates were scaled from a map and have
 QK0158.an estimated accuracy of +/- 6 seconds.
 QK0158
 QK0158.The orthometric height was determined by differential leveling and
 QK0158.adjusted by the NATIONAL GEODETIC SURVEY
 QK0158.in June 1991.
 QK0158
 QK0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0158.GEOID18 height accuracy estimate available here.
 QK0158
 QK0158.Click photographs - Photos may exist for this station.
 QK0158
 QK0158.The dynamic height is computed by dividing the NAVD 88
 QK0158.geopotential number by the normal gravity value computed on the
 QK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0158.degrees latitude (g = 980.6199 gals.).
 QK0158
 QK0158.The modeled gravity was interpolated from observed gravity values.
 QK0158
 QK0158;                    North         East    Units  Estimated Accuracy
 QK0158;SPC MI C     -   190,110.    5,978,500.      MT  (+/- 180 meters Scaled)
 QK0158
 QK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ859886(NAD 83)
 QK0158
 QK0158                          SUPERSEDED SURVEY CONTROL
 QK0158
 QK0158  NGVD 29 (??/??/92)  394.863  (m)         1295.48   (f) ADJ UNCH    2 0
 QK0158
 QK0158.Superseded values are not recommended for survey control.
 QK0158
 QK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0158.See file dsdata.pdf to determine how the superseded data were derived.
 QK0158
 QK0158_MARKER: DB = BENCH MARK DISK
 QK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0158_STAMPING: G 79 1934
 QK0158_MARK LOGO: CGS
 QK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0158+STABILITY: SURFACE MOTION
 QK0158
 QK0158  HISTORY     - Date     Condition        Report By
 QK0158  HISTORY     - 1934     MONUMENTED       CGS
 QK0158  HISTORY     - 1953     MARK NOT FOUND   CGS
 QK0158  HISTORY     - 19960811 GOOD             USPSQD
 QK0158
 QK0158                          STATION DESCRIPTION
 QK0158
 QK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QK0158'1.7 MI E FROM GAYLORD.
 QK0158'1.7 MILES EAST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0158'STATION AT GAYLORD, OTSEGO COUNTY, 40 FEET WEST OF THE
 QK0158'CENTERLINE OF THE OLD ROADBED, AND 29 FEET SOUTH OF THE
 QK0158'CENTERLINE OF STATE HIGHWAY 32.  A STANDARD DISK, STAMPED G 79
 QK0158'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QK0158
 QK0158                          STATION RECOVERY (1996)
 QK0158
 QK0158'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0056 ***********************************************************************
 PL0056  DESIGNATION -  G 81
 PL0056  PID         -  PL0056
 PL0056  STATE/COUNTY-  MI/OGEMAW
 PL0056  COUNTRY     -  US
 PL0056  USGS QUAD   -  DAMON (2017)
 PL0056
 PL0056                         *CURRENT SURVEY CONTROL
 PL0056  ______________________________________________________________________
 PL0056* NAD 83(1986) POSITION- 44 29 42.     (N) 084 07 40.     (W)   SCALED
 PL0056* NAVD 88 ORTHO HEIGHT -   411.317 (meters)     1349.46  (feet) ADJUSTED
 PL0056  ______________________________________________________________________
 PL0056  GEOID HEIGHT    -        -34.953 (meters)                     GEOID18
 PL0056  DYNAMIC HEIGHT  -        411.254 (meters)     1349.26  (feet) COMP
 PL0056  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PL0056
 PL0056  VERT ORDER      -  SECOND    CLASS 0
 PL0056
 PL0056.The horizontal coordinates were scaled from a map and have
 PL0056.an estimated accuracy of +/- 6 seconds.
 PL0056
 PL0056.The orthometric height was determined by differential leveling and
 PL0056.adjusted by the NATIONAL GEODETIC SURVEY
 PL0056.in June 1991.
 PL0056
 PL0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0056.GEOID18 height accuracy estimate available here.
 PL0056
 PL0056.Click photographs - Photos may exist for this station.
 PL0056
 PL0056.The dynamic height is computed by dividing the NAVD 88
 PL0056.geopotential number by the normal gravity value computed on the
 PL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0056.degrees latitude (g = 980.6199 gals.).
 PL0056
 PL0056.The modeled gravity was interpolated from observed gravity values.
 PL0056
 PL0056;                    North         East    Units  Estimated Accuracy
 PL0056;SPC MI C     -   130,970.    6,019,000.      MT  (+/- 180 meters Scaled)
 PL0056
 PL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283308(NAD 83)
 PL0056
 PL0056                          SUPERSEDED SURVEY CONTROL
 PL0056
 PL0056  NGVD 29 (??/??/92)  411.446  (m)         1349.89   (f) ADJ UNCH    2 0
 PL0056
 PL0056.Superseded values are not recommended for survey control.
 PL0056
 PL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0056.See file dsdata.pdf to determine how the superseded data were derived.
 PL0056
 PL0056_MARKER: DB = BENCH MARK DISK
 PL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0056_STAMPING: G 81 1934
 PL0056_MARK LOGO: CGS
 PL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0056+STABILITY: SURFACE MOTION
 PL0056
 PL0056  HISTORY     - Date     Condition        Report By
 PL0056  HISTORY     - 1934     MONUMENTED       CGS
 PL0056  HISTORY     - 1944     GOOD             CGS
 PL0056  HISTORY     - 1972     MARK NOT FOUND   USGS
 PL0056
 PL0056                          STATION DESCRIPTION
 PL0056
 PL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 PL0056'5.5 MI N FROM ROSE CITY.
 PL0056'5.5 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0056'ROSE CITY, OGEMAW COUNTY, 124 YARDS NORTH OF THE HURON NATIONAL
 PL0056'FOREST BOUNDARY, 200 YARDS NORTH OF A SERVICE STATION AT THE
 PL0056'SUMMIT OF A HILL, 25 YARDS SOUTH OF THE CENTERLINE OF A T-ROAD
 PL0056'LEADING WEST, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0056'7 FEET NORTH OF POLE 674, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 PL0056'DISK, STAMPED G 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0056
 PL0056                          STATION RECOVERY (1972)
 PL0056
 PL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PL0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0327 ***********************************************************************
 PL0327  DESIGNATION -  G 87
 PL0327  PID         -  PL0327
 PL0327  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0327  COUNTRY     -  US
 PL0327  USGS QUAD   -  TRAVERSE CITY SE (2017)
 PL0327
 PL0327                         *CURRENT SURVEY CONTROL
 PL0327  ______________________________________________________________________
 PL0327* NAD 83(2011) POSITION- 44 45 27.73209(N) 085 36 28.20253(W)   ADJUSTED
 PL0327* NAD 83(2011) ELLIP HT-   147.802 (meters)        (06/27/12)   ADJUSTED
 PL0327* NAD 83(2011) EPOCH   -  2010.00
 PL0327* NAVD 88 ORTHO HEIGHT -   182.424 (meters)      598.50  (feet) ADJUSTED
 PL0327  ______________________________________________________________________
 PL0327  GEOID HEIGHT    -        -34.626 (meters)                     GEOID18
 PL0327  NAD 83(2011) X  -    347,432.376 (meters)                     COMP
 PL0327  NAD 83(2011) Y  - -4,523,372.056 (meters)                     COMP
 PL0327  NAD 83(2011) Z  -  4,468,372.519 (meters)                     COMP
 PL0327  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 PL0327  DYNAMIC HEIGHT  -        182.411 (meters)      598.46  (feet) COMP
 PL0327  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 PL0327
 PL0327  VERT ORDER      -  FIRST     CLASS II
 PL0327
 PL0327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PL0327  Standards:
 PL0327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PL0327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PL0327  -------------------------------------------------------------------
 PL0327  NETWORK    0.39   1.96           0.18   0.13   1.00      0.01277598
 PL0327  -------------------------------------------------------------------
 PL0327  Click here for local accuracies and other accuracy information.
 PL0327
 PL0327.The horizontal coordinates were established by GPS observations
 PL0327.and adjusted by the National Geodetic Survey in June 2012.
 PL0327
 PL0327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PL0327.been affixed to the stable North American tectonic plate. See 
 PL0327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PL0327
 PL0327.The horizontal coordinates are valid at the epoch date displayed above
 PL0327.which is a decimal equivalence of Year/Month/Day.
 PL0327
 PL0327.The orthometric height was determined by differential leveling and
 PL0327.adjusted by the NATIONAL GEODETIC SURVEY
 PL0327.in June 1991.
 PL0327
 PL0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0327.GEOID18 height accuracy estimate available here.
 PL0327
 PL0327.Click photographs - Photos may exist for this station.
 PL0327
 PL0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0327
 PL0327.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0327
 PL0327.The ellipsoidal height was determined by GPS observations
 PL0327.and is referenced to NAD 83.
 PL0327
 PL0327.The dynamic height is computed by dividing the NAVD 88
 PL0327.geopotential number by the normal gravity value computed on the
 PL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0327.degrees latitude (g = 980.6199 gals.).
 PL0327
 PL0327.The modeled gravity was interpolated from observed gravity values.
 PL0327
 PL0327. The following values were computed from the NAD 83(2011) position.
 PL0327
 PL0327;                    North         East     Units Scale Factor Converg.
 PL0327;SPC MI C     -   160,879.726 5,901,738.207   MT  0.99991793   -0 52 36.4
 PL0327;SPC MI C     -   527,820.62 19,362,658.16   iFT  0.99991793   -0 52 36.4
 PL0327;UTM  16      - 4,956,977.530   610,185.544   MT  0.99974929   +0 58 49.2
 PL0327
 PL0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0327!SPC MI C     -   0.99997683  x   0.99991793  =   0.99989476
 PL0327!UTM  16      -   0.99997683  x   0.99974929  =   0.99972612
 PL0327
 PL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1018556977(NAD 83)
 PL0327
 PL0327                          SUPERSEDED SURVEY CONTROL
 PL0327
 PL0327  NAD 83(2007)-  44 45 27.73210(N)    085 36 28.20292(W) AD(2002.00) B
 PL0327  ELLIP H (04/09/10)  147.811  (m)                       GP(2002.00) 4 2
 PL0327  NAVD 88             182.42   (m)          598.5    (f) LEVELING    3  
 PL0327  NGVD 29 (??/??/92)  182.539  (m)          598.88   (f) ADJ UNCH    1 2
 PL0327
 PL0327.Superseded values are not recommended for survey control.
 PL0327
 PL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0327.See file dsdata.pdf to determine how the superseded data were derived.
 PL0327
 PL0327_MARKER: DB = BENCH MARK DISK
 PL0327_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PL0327+WITH SETTING: PAVEMENT
 PL0327_SP_SET: FOUNDATION
 PL0327_STAMPING: G 87 1934
 PL0327_MARK LOGO: CGS
 PL0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0327+STABILITY: SURFACE MOTION
 PL0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0327+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 PL0327
 PL0327  HISTORY     - Date     Condition        Report By
 PL0327  HISTORY     - 1934     MONUMENTED       CGS
 PL0327  HISTORY     - 1955     GOOD             CGS
 PL0327  HISTORY     - 1984     GOOD             NGS
 PL0327  HISTORY     - 1990     GOOD             USPSQD
 PL0327  HISTORY     - 20060319 GOOD             GEOCAC
 PL0327  HISTORY     - 20091124 GOOD             GOUFRA
 PL0327  HISTORY     - 20170623 GOOD             USACE
 PL0327  HISTORY     - 20230721 GOOD             INDIV
 PL0327
 PL0327                          STATION DESCRIPTION
 PL0327
 PL0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0327'AT TRAVERSE CITY.
 PL0327'AT TRAVERSE CITY, ON THE CHESAPEAKE AND OHIO RAILWAY, 120 YARDS
 PL0327'EAST OF THE EAST END OF THE STATION, AT THE CROSSING OF THE
 PL0327'PENNSYLVANIA RAILROAD, 33 FEET SOUTHEAST OF THE CENTER OF THE
 PL0327'CROSSING, 27 FEET SOUTH OF THE SOUTH RAIL OF THE C AND O RY.
 PL0327'TRACK, 9 FEET EAST OF THE EAST RAIL OF THE P.R.R. TRACK, IN THE
 PL0327'TOP OF AN OLD CONCRETE FOUNDATION, AND 4 INCHES ABOVE THE GROUND.
 PL0327'A STANDARD DISK, STAMPED G 87 1934.
 PL0327
 PL0327                          STATION RECOVERY (1984)
 PL0327
 PL0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN TRAVERSE
 PL0327'CITY, AT THE CROSSING OF THE OLD CHESAPEAKE AND OHIO RAILROAD, (NOW
 PL0327'THE NORTHERN MICHIGAN RAILROAD), AND WOODMERE STREET, ABOUT 120 YARDS
 PL0327'EAST OF THE RAILROAD STATION, (NOW THE MICHIGAN NORTHERN BANK), THE
 PL0327'DISK IS SET IN TOP OF A TWO BY SIX FEET CONCRETE FOUNDATION (PROBABLY
 PL0327'PREVIOUS SEMAPHORE BASE), 19.6 METERS (64.4 FT) WEST OF THE CENTERLINE
 PL0327'OF WOODMERE STREET, 8.2 METERS (27.0 FT) SOUTH OF THE SOUTH RAIL OF
 PL0327'THE NORTHERN MICHIGAN RAILROAD, 2.7 METERS (9.0 FT) EAST OF THE EAST
 PL0327'RAIL OF THE OLD PENNSYLVANIA RAILROAD, AND 0.31 METERS (1.0 FT) WEST
 PL0327'OF THE EAST EDGE OF A TWO BY SIX FEET CONCRETE FOUNDATION.
 PL0327'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PL0327'THE MARK IS 0.31 M BELOW STREET.
 PL0327
 PL0327                          STATION RECOVERY (1990)
 PL0327
 PL0327'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0327'RECOVERED IN GOOD CONDITION.
 PL0327
 PL0327                          STATION RECOVERY (2006)
 PL0327
 PL0327'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0327'RAILROAD STATION NO LONGER MICHIGAN NORTHERN BANK, NOW HOUSES A NUMBER
 PL0327'OF SMALL SHOPS.
 PL0327
 PL0327                          STATION RECOVERY (2009)
 PL0327
 PL0327'RECOVERY NOTE BY GOURDIE FRASER INC. 2009 (TAM)
 PL0327'RECOVERED AS DESCRIBED.
 PL0327
 PL0327                          STATION RECOVERY (2017)
 PL0327
 PL0327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 PL0327'RECOVERED AS DESCRIBED
 PL0327
 PL0327                          STATION RECOVERY (2023)
 PL0327
 PL0327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JAS)
 PL0327'FOUND WITHOUT A WITNESS POST, IN OVERGROWN GRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0296 ***********************************************************************
 PL0296  DESIGNATION -  G 88
 PL0296  PID         -  PL0296
 PL0296  STATE/COUNTY-  MI/LEELANAU
 PL0296  COUNTRY     -  US
 PL0296  USGS QUAD   -  GOOD HARBOR BAY (2017)
 PL0296
 PL0296                         *CURRENT SURVEY CONTROL
 PL0296  ______________________________________________________________________
 PL0296* NAD 83(1986) POSITION- 44 56 16.0    (N) 085 48 36.4    (W)   HD_HELD2
 PL0296* NAVD 88 ORTHO HEIGHT -   192.909 (meters)      632.90  (feet) ADJUSTED
 PL0296  ______________________________________________________________________
 PL0296  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 PL0296  DYNAMIC HEIGHT  -        192.893 (meters)      632.85  (feet) COMP
 PL0296  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 PL0296
 PL0296  VERT ORDER      -  SECOND    CLASS 0
 PL0296
 PL0296.The horizontal coordinates were established by autonomous hand held GPS
 PL0296.observations and have an estimated accuracy of +/- 10 meters.
 PL0296
 PL0296.The orthometric height was determined by differential leveling and
 PL0296.adjusted by the NATIONAL GEODETIC SURVEY
 PL0296.in June 1991.
 PL0296
 PL0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0296.GEOID18 height accuracy estimate available here.
 PL0296
 PL0296.Click photographs - Photos may exist for this station.
 PL0296
 PL0296.The dynamic height is computed by dividing the NAVD 88
 PL0296.geopotential number by the normal gravity value computed on the
 PL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0296.degrees latitude (g = 980.6199 gals.).
 PL0296
 PL0296.The modeled gravity was interpolated from observed gravity values.
 PL0296
 PL0296;                    North         East    Units  Estimated Accuracy
 PL0296;SPC MI C     -   181,151.    5,886,082.      MT  (+/- 10 meters HH2 GPS)
 PL0296
 PL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9388276726(NAD 83)
 PL0296
 PL0296                          SUPERSEDED SURVEY CONTROL
 PL0296
 PL0296  NGVD 29 (??/??/92)  193.011  (m)          633.24   (f) ADJ UNCH    2 0
 PL0296
 PL0296.Superseded values are not recommended for survey control.
 PL0296
 PL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0296.See file dsdata.pdf to determine how the superseded data were derived.
 PL0296
 PL0296_MARKER: DB = BENCH MARK DISK
 PL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0296_STAMPING: G 88 1934
 PL0296_MARK LOGO: CGS
 PL0296_PROJECTION: RECESSED 6 CENTIMETERS
 PL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0296+STABILITY: SURFACE MOTION
 PL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0296+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 PL0296
 PL0296  HISTORY     - Date     Condition        Report By
 PL0296  HISTORY     - 1934     MONUMENTED       CGS
 PL0296  HISTORY     - 1989     GOOD             USPSQD
 PL0296  HISTORY     - 20040516 GOOD             USPSQD
 PL0296  HISTORY     - 20210818 MARK NOT FOUND   MIDT
 PL0296  HISTORY     - 20220828 GOOD             PROFLN
 PL0296  HISTORY     - 20230719 GOOD             INDIV
 PL0296  HISTORY     - 20250811 GOOD             MIDT
 PL0296
 PL0296                          STATION DESCRIPTION
 PL0296
 PL0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0296'6.5 MI S FROM LELAND.
 PL0296'6.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM LELAND, AT ST. PAULS
 PL0296'LUTHERAN CHURCH, AT THE WEST CORNER OF THE CEMETERY, 30 YARDS
 PL0296'NORTH OF THE NORTH CORNER OF THE CHURCH, 8 YARDS SOUTHEAST OF
 PL0296'THE CENTERLINE OF THE HIGHWAY, AND 1 YARD SOUTHEAST OF A FENCE.
 PL0296'A STANDARD DISK, STAMPED G 88 1934 AND SET IN THE TOP OF A
 PL0296'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 PL0296
 PL0296                          STATION RECOVERY (1989)
 PL0296
 PL0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0296'RECOVERED IN GOOD CONDITION.
 PL0296
 PL0296                          STATION RECOVERY (2004)
 PL0296
 PL0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0296'RECOVERED IN GOOD CONDITION.
 PL0296
 PL0296                          STATION RECOVERY (2021)
 PL0296
 PL0296'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (KDU)
 PL0296'MARK NOT FOUND.
 PL0296
 PL0296                          STATION RECOVERY (2022)
 PL0296
 PL0296'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 PL0296'RECOVERED THE MARK AFTER SEARCHING THE AREA WITH A METAL DETECTOR.
 PL0296'PUT A 10 INCH (25 CM) ROUND VALVE BOX WITH GREEN LID OVER IT TO
 PL0296'FACILITATE RECOVERY AND USE.
 PL0296'
 PL0296'THERE HAS BEEN A BRICK ADDITION AT THE NORTH CORNER OF THE CHURCH.
 PL0296'THE MARK IS 80 FT (24.4 M) NORTH-NORTHEAST OF THE NORTH CORNER OF THAT
 PL0296'ADDITION, 24 FT (7.3 M) SOUTHEAST OF THE HIGHWAY, 16 FT (4.9 M)
 PL0296'WESTERLY (SKEW TO THE HWY) FROM THE WESTERLY OR PERHAPS SOUTHWEST
 PL0296'LOWEST CORNER OF THE KROPP FAMILY MARKER WHICH IS ABOUT 5 FT (1.5 M)
 PL0296'TALL.
 PL0296'
 PL0296'IT IS 9 FT (2.7 M) NORTHWEST OF A WITNESS POST AT THE NORTHWEST FACE
 PL0296'OF A STONE WALL SEGMENT, IN THE GRASS WELL CLEAR OR NORTHWEST OF THE
 PL0296'SHRUBBERY BY THE WALL, 0.2 FT (6 CM) BELOW GROUND.  THE BOX LID IS
 PL0296'FLUSH WITH THE GROUND.
 PL0296
 PL0296                          STATION RECOVERY (2023)
 PL0296
 PL0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JAS)
 PL0296'FOUND AS DESCRIBED IN 2022, IN GOOD CONDITION.
 PL0296
 PL0296                          STATION RECOVERY (2025)
 PL0296
 PL0296'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 PL0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0021 ***********************************************************************
 PM0021  DESIGNATION -  G 89
 PM0021  PID         -  PM0021
 PM0021  STATE/COUNTY-  MI/BENZIE
 PM0021  COUNTRY     -  US
 PM0021  USGS QUAD   -  FRANKFORT (2017)
 PM0021
 PM0021                         *CURRENT SURVEY CONTROL
 PM0021  ______________________________________________________________________
 PM0021* NAD 83(1986) POSITION- 44 38 05.     (N) 086 08 48.     (W)   SCALED
 PM0021* NAVD 88 ORTHO HEIGHT -   182.730 (meters)      599.51  (feet) ADJUSTED
 PM0021  ______________________________________________________________________
 PM0021  GEOID HEIGHT    -        -35.445 (meters)                     GEOID18
 PM0021  DYNAMIC HEIGHT  -        182.712 (meters)      599.45  (feet) COMP
 PM0021  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 PM0021
 PM0021  VERT ORDER      -  SECOND    CLASS 0
 PM0021
 PM0021.The horizontal coordinates were scaled from a map and have
 PM0021.an estimated accuracy of +/- 6 seconds.
 PM0021
 PM0021.The orthometric height was determined by differential leveling and
 PM0021.adjusted by the NATIONAL GEODETIC SURVEY
 PM0021.in June 1991.
 PM0021
 PM0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0021.GEOID18 height accuracy estimate available here.
 PM0021
 PM0021.Click photographs - Photos may exist for this station.
 PM0021
 PM0021.The dynamic height is computed by dividing the NAVD 88
 PM0021.geopotential number by the normal gravity value computed on the
 PM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0021.degrees latitude (g = 980.6199 gals.).
 PM0021
 PM0021.The modeled gravity was interpolated from observed gravity values.
 PM0021
 PM0021;                    North         East    Units  Estimated Accuracy
 PM0021;SPC MI C     -   148,010.    5,858,790.      MT  (+/- 180 meters Scaled)
 PM0021
 PM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ676427(NAD 83)
 PM0021
 PM0021                          SUPERSEDED SURVEY CONTROL
 PM0021
 PM0021  NGVD 29 (??/??/92)  182.834  (m)          599.85   (f) ADJ UNCH    2 0
 PM0021
 PM0021.Superseded values are not recommended for survey control.
 PM0021
 PM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0021.See file dsdata.pdf to determine how the superseded data were derived.
 PM0021
 PM0021_MARKER: DB = BENCH MARK DISK
 PM0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0021_SP_SET: BRIDGE
 PM0021_STAMPING: G 89 1934
 PM0021_MARK LOGO: CGS
 PM0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0021+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 PM0021
 PM0021  HISTORY     - Date     Condition        Report By
 PM0021  HISTORY     - 1934     MONUMENTED       CGS
 PM0021  HISTORY     - 19960816 GOOD             USPSQD
 PM0021  HISTORY     - 20080424 GOOD             INDIV
 PM0021  HISTORY     - 20131022 GOOD             ADVGEO
 PM0021  HISTORY     - 20180529 MARK NOT FOUND   MIDT
 PM0021
 PM0021                          STATION DESCRIPTION
 PM0021
 PM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0021'3.1 MI NW FROM BEULAH.
 PM0021'3.1 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE
 PM0021'STATION AT BEULAH, BENZIE COUNTY, 13-1/2 RAILS EAST OF MILEPOST
 PM0021'286, 3-1/2 RAILS WEST OF THE CENTER OF A ROAD CROSSING, 25
 PM0021'YARDS SOUTHWEST OF THE ROAD BRIDGE OVER A STREAM, AT RAILWAY
 PM0021'BRIDGE 285.92 OVER A STREAM, IN THE TOP OF THE NORTH END OF
 PM0021'THE BRIDGE SEAT OF THE WEST ABUTMENT, A AND 4 FEET LOWER THAN
 PM0021'RAIL.  A STANDARD DISK, STAMPED G 89 1934.
 PM0021
 PM0021                          STATION RECOVERY (1996)
 PM0021
 PM0021'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0021'RECOVERED IN GOOD CONDITION.
 PM0021
 PM0021                          STATION RECOVERY (2008)
 PM0021
 PM0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CJH)
 PM0021'RECOVERED IN GOOD CONDITION.
 PM0021
 PM0021                          STATION RECOVERY (2013)
 PM0021
 PM0021'RECOVERY NOTE BY ADVANCED GEOMATICS 2013 (MAF)
 PM0021'100 FEET +/- SSE OF THE CENTERLINE OF MOLLINEAUX RD, RR GRADE IS NOW A
 PM0021'BICYCLE PATH
 PM0021
 PM0021                          STATION RECOVERY (2018)
 PM0021
 PM0021'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 PM0021'PROBABLY IN DENSE FOLIAGE IN ABUTMENT BUT DIDN'T HAVE THE TOOLS TO
 PM0021'SEARCH FOR IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0128 ***********************************************************************
 PL0128  DESIGNATION -  G 90
 PL0128  PID         -  PL0128
 PL0128  STATE/COUNTY-  MI/ROSCOMMON
 PL0128  COUNTRY     -  US
 PL0128  USGS QUAD   -  HOUGHTON LAKE (2017)
 PL0128
 PL0128                         *CURRENT SURVEY CONTROL
 PL0128  ______________________________________________________________________
 PL0128* NAD 83(1986) POSITION- 44 18 17.     (N) 084 46 24.     (W)   SCALED
 PL0128* NAVD 88 ORTHO HEIGHT -   348.959 (meters)     1144.88  (feet) ADJUSTED
 PL0128  ______________________________________________________________________
 PL0128  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 PL0128  DYNAMIC HEIGHT  -        348.903 (meters)     1144.69  (feet) COMP
 PL0128  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 PL0128
 PL0128  VERT ORDER      -  SECOND    CLASS 0
 PL0128
 PL0128.The horizontal coordinates were scaled from a map and have
 PL0128.an estimated accuracy of +/- 6 seconds.
 PL0128
 PL0128.The orthometric height was determined by differential leveling and
 PL0128.adjusted by the NATIONAL GEODETIC SURVEY
 PL0128.in June 1991.
 PL0128
 PL0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0128.GEOID18 height accuracy estimate available here.
 PL0128
 PL0128.Click photographs - Photos may exist for this station.
 PL0128
 PL0128.The dynamic height is computed by dividing the NAVD 88
 PL0128.geopotential number by the normal gravity value computed on the
 PL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0128.degrees latitude (g = 980.6199 gals.).
 PL0128
 PL0128.The modeled gravity was interpolated from observed gravity values.
 PL0128
 PL0128;                    North         East    Units  Estimated Accuracy
 PL0128;SPC MI C     -   109,880.    5,967,550.      MT  (+/- 180 meters Scaled)
 PL0128
 PL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776081(NAD 83)
 PL0128
 PL0128                          SUPERSEDED SURVEY CONTROL
 PL0128
 PL0128  NGVD 29 (??/??/92)  349.082  (m)         1145.28   (f) ADJ UNCH    2 0
 PL0128
 PL0128.Superseded values are not recommended for survey control.
 PL0128
 PL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0128.See file dsdata.pdf to determine how the superseded data were derived.
 PL0128
 PL0128_MARKER: DB = BENCH MARK DISK
 PL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0128_STAMPING: G 90 1934
 PL0128_MARK LOGO: CGS
 PL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0128+STABILITY: SURFACE MOTION
 PL0128
 PL0128  HISTORY     - Date     Condition        Report By
 PL0128  HISTORY     - 1934     MONUMENTED       CGS
 PL0128  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0128  HISTORY     - 20090429 MARK NOT FOUND   MIDT
 PL0128
 PL0128                          STATION DESCRIPTION
 PL0128
 PL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0128'1 MI W FROM HOUGHTON LAKE.
 PL0128'1.0 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0128'HOUGHTON LAKE, ROSCOMMON COUNTY, AT THE JUNCTION WITH STATE
 PL0128'HIGHWAY 55, AT THE WEST END OF A TRIANGLE FORMED BY THE JUNCTION,
 PL0128'84 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, 39 FEET
 PL0128'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, AND LEVEL WITH THE
 PL0128'ROADWAY.  A STANDARD DISK, STAMPED G 90 1934 AND SET IN THE
 PL0128'TOP OF A CONCRETE POST.
 PL0128
 PL0128                          STATION RECOVERY (1979)
 PL0128
 PL0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0128'MARK NOT FOUND.
 PL0128
 PL0128                          STATION RECOVERY (2009)
 PL0128
 PL0128'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (GRH)
 PL0128'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0113 ***********************************************************************
 PL0113  DESIGNATION -  G 91
 PL0113  PID         -  PL0113
 PL0113  STATE/COUNTY-  MI/CLARE
 PL0113  COUNTRY     -  US
 PL0113  USGS QUAD   -  COOPERTON (2017)
 PL0113
 PL0113                         *CURRENT SURVEY CONTROL
 PL0113  ______________________________________________________________________
 PL0113* NAD 83(1986) POSITION- 44 07 47.79   (N) 084 47 21.60   (W)   HD_HELD1
 PL0113* NAVD 88 ORTHO HEIGHT -   342.011 (meters)     1122.08  (feet) ADJUSTED
 PL0113  ______________________________________________________________________
 PL0113  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 PL0113  DYNAMIC HEIGHT  -        341.951 (meters)     1121.88  (feet) COMP
 PL0113  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 PL0113
 PL0113  VERT ORDER      -  FIRST     CLASS II
 PL0113
 PL0113.The horizontal coordinates were determined by differentially corrected
 PL0113.hand held GPS observations or other comparable positioning techniques
 PL0113.and have an estimated accuracy of +/- 3 meters.
 PL0113
 PL0113.The orthometric height was determined by differential leveling and
 PL0113.adjusted by the NATIONAL GEODETIC SURVEY
 PL0113.in April 2012.
 PL0113
 PL0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0113.GEOID18 height accuracy estimate available here.
 PL0113
 PL0113.Click photographs - Photos may exist for this station.
 PL0113
 PL0113.The dynamic height is computed by dividing the NAVD 88
 PL0113.geopotential number by the normal gravity value computed on the
 PL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0113.degrees latitude (g = 980.6199 gals.).
 PL0113
 PL0113.The modeled gravity was interpolated from observed gravity values.
 PL0113
 PL0113;                    North         East    Units  Estimated Accuracy
 PL0113;SPC MI C     -    90,461.7   5,966,173.3     MT  (+/- 3 meters HH1 GPS) 
 PL0113
 PL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7685288681(NAD 83)
 PL0113
 PL0113                          SUPERSEDED SURVEY CONTROL
 PL0113
 PL0113  NAVD 88 (06/15/91)  341.973  (m)         1121.96   (f) SUPERSEDED  2 0
 PL0113  NGVD 29 (??/??/92)  342.097  (m)         1122.36   (f) ADJ UNCH    2 0
 PL0113
 PL0113.Superseded values are not recommended for survey control.
 PL0113
 PL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0113.See file dsdata.pdf to determine how the superseded data were derived.
 PL0113
 PL0113_MARKER: DB = BENCH MARK DISK
 PL0113_SETTING: 0 = UNSPECIFIED SETTING
 PL0113_STAMPING: G 91 1934
 PL0113_MARK LOGO: CGS
 PL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0113+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2015
 PL0113
 PL0113  HISTORY     - Date     Condition        Report By
 PL0113  HISTORY     - 1934     MONUMENTED       CGS
 PL0113  HISTORY     - 1954     GOOD             CGS
 PL0113  HISTORY     - 1976     GOOD             NGS
 PL0113  HISTORY     - 20010927 GOOD             USPSQD
 PL0113  HISTORY     - 20090429 GOOD             MIDT
 PL0113  HISTORY     - 20150113 GOOD             ROWEIN
 PL0113
 PL0113                          STATION DESCRIPTION
 PL0113
 PL0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PL0113'1.8 MI N FROM LONG LAKE.
 PL0113'8.2 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION WITH
 PL0113'STATE HIGHWAY 61 AT HARRISON, 127 FEET NORTH AND 57 FEET WEST OF
 PL0113'INTERSECTION OF Y-ROAD NORTH AND U.S. HIGHWAY 27 NORTHEAST,
 PL0113'NEAR COR. OF SECS 9, 10, 15 AND 16, T. 20 N., R. 4 W., 2 FEET
 PL0113'NORTH AND 3 FEET WEST OF POWER POLE, 6 INCHES EAST OF A NORTH-SOUTH
 PL0113'FENCE LINE, ABOUT 1 FOOT LOWER THAN THE ROAD.
 PL0113
 PL0113                          STATION RECOVERY (1976)
 PL0113
 PL0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0113'8.2 MILES NORTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH STATE
 PL0113'HIGHWAY 61, AT A ROAD FORK, 61 FEET WEST OF THE CENTER OF OLD HIGHWAY
 PL0113'27, 57 FEET SOUTH OF THE NORTH END OF A FENCE AND 0.5 FEET EAST OF
 PL0113'THE FENCE. IT IS SOUTHEAST OF A CONCRETE BLOCK GARAGE. A WITNESS POST
 PL0113'WAS SET 1 FOOT EAST OF MARK AND A ROD DRIVEN BESIDE IT.
 PL0113
 PL0113                          STATION RECOVERY (2001)
 PL0113
 PL0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0113'RECOVERED IN GOOD CONDITION.
 PL0113
 PL0113                          STATION RECOVERY (2009)
 PL0113
 PL0113'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 PL0113'RECOVERED AS DESCRIBED.
 PL0113
 PL0113                          STATION RECOVERY (2015)
 PL0113
 PL0113'RECOVERY NOTE BY ROWE INCORPORATED 2015 (SJS)
 PL0113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0244 ***********************************************************************
 OK0244  DESIGNATION -  G 92
 OK0244  PID         -  OK0244
 OK0244  STATE/COUNTY-  MI/OSCEOLA
 OK0244  COUNTRY     -  US
 OK0244  USGS QUAD   -  LAKE NE (2017)
 OK0244
 OK0244                         *CURRENT SURVEY CONTROL
 OK0244  ______________________________________________________________________
 OK0244* NAD 83(1986) POSITION- 43 52 46.     (N) 085 06 34.     (W)   SCALED
 OK0244* NAVD 88 ORTHO HEIGHT -   315.105 (meters)     1033.81  (feet) ADJUSTED
 OK0244  ______________________________________________________________________
 OK0244  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 OK0244  DYNAMIC HEIGHT  -        315.056 (meters)     1033.65  (feet) COMP
 OK0244  MODELED GRAVITY -    980,454.1   (mgal)                       NAVD 88
 OK0244
 OK0244  VERT ORDER      -  SECOND    CLASS 0
 OK0244
 OK0244.The horizontal coordinates were scaled from a map and have
 OK0244.an estimated accuracy of +/- 6 seconds.
 OK0244
 OK0244.The orthometric height was determined by differential leveling and
 OK0244.adjusted by the NATIONAL GEODETIC SURVEY
 OK0244.in June 1991.
 OK0244
 OK0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0244.GEOID18 height accuracy estimate available here.
 OK0244
 OK0244.Click photographs - Photos may exist for this station.
 OK0244
 OK0244.The dynamic height is computed by dividing the NAVD 88
 OK0244.geopotential number by the normal gravity value computed on the
 OK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0244.degrees latitude (g = 980.6199 gals.).
 OK0244
 OK0244.The modeled gravity was interpolated from observed gravity values.
 OK0244
 OK0244;                    North         East    Units  Estimated Accuracy
 OK0244;SPC MI C     -    62,810.    5,940,300.      MT  (+/- 180 meters Scaled)
 OK0244
 OK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP518602(NAD 83)
 OK0244
 OK0244                          SUPERSEDED SURVEY CONTROL
 OK0244
 OK0244  NGVD 29 (??/??/92)  315.221  (m)         1034.19   (f) ADJ UNCH    2 0
 OK0244
 OK0244.Superseded values are not recommended for survey control.
 OK0244
 OK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0244.See file dsdata.pdf to determine how the superseded data were derived.
 OK0244
 OK0244_MARKER: DB = BENCH MARK DISK
 OK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0244_STAMPING: G 92 1934
 OK0244_MARK LOGO: CGS
 OK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0244+STABILITY: SURFACE MOTION
 OK0244
 OK0244  HISTORY     - Date     Condition        Report By
 OK0244  HISTORY     - 1934     MONUMENTED       CGS
 OK0244  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0244  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 OK0244  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0244
 OK0244                          STATION DESCRIPTION
 OK0244
 OK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0244'4.1 MI E FROM SEARS.
 OK0244'4.1 MILES EAST ALONG THE CHEASPEAKE AND OHIO RAILWAY FROM THE
 OK0244'STATION AT SEARS, AT THE SIDING AT CHIPPEWA, 32.3 FEET SOUTH
 OK0244'OF THE SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES
 OK0244'AND 3.5 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0244'STAMPED G 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0244
 OK0244                          STATION RECOVERY (1979)
 OK0244
 OK0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0244'MARK NOT FOUND.
 OK0244
 OK0244                          STATION RECOVERY (1994)
 OK0244
 OK0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0244'MARK NOT FOUND.
 OK0244
 OK0244                          STATION RECOVERY (2001)
 OK0244
 OK0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0042 ***********************************************************************
 OK0042  DESIGNATION -  G 93
 OK0042  PID         -  OK0042
 OK0042  STATE/COUNTY-  MI/GLADWIN
 OK0042  COUNTRY     -  US
 OK0042  USGS QUAD   -  GLADWIN (2017)
 OK0042
 OK0042                         *CURRENT SURVEY CONTROL
 OK0042  ______________________________________________________________________
 OK0042* NAD 83(1986) POSITION- 43 58 49.     (N) 084 28 47.     (W)   SCALED
 OK0042* NAVD 88 ORTHO HEIGHT -   238.947 (meters)      783.95  (feet) ADJUSTED
 OK0042  ______________________________________________________________________
 OK0042  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 OK0042  DYNAMIC HEIGHT  -        238.906 (meters)      783.81  (feet) COMP
 OK0042  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 OK0042
 OK0042  VERT ORDER      -  SECOND    CLASS 0
 OK0042
 OK0042.The horizontal coordinates were scaled from a map and have
 OK0042.an estimated accuracy of +/- 6 seconds.
 OK0042
 OK0042.The orthometric height was determined by differential leveling and
 OK0042.adjusted by the NATIONAL GEODETIC SURVEY
 OK0042.in June 1991.
 OK0042
 OK0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0042.GEOID18 height accuracy estimate available here.
 OK0042
 OK0042.Click photographs - Photos may exist for this station.
 OK0042
 OK0042.The dynamic height is computed by dividing the NAVD 88
 OK0042.geopotential number by the normal gravity value computed on the
 OK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0042.degrees latitude (g = 980.6199 gals.).
 OK0042
 OK0042.The modeled gravity was interpolated from observed gravity values.
 OK0042
 OK0042;                    North         East    Units  Estimated Accuracy
 OK0042;SPC MI C     -    73,750.    5,990,930.      MT  (+/- 180 meters Scaled)
 OK0042
 OK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP021727(NAD 83)
 OK0042
 OK0042                          SUPERSEDED SURVEY CONTROL
 OK0042
 OK0042  NGVD 29 (??/??/92)  239.102  (m)          784.45   (f) ADJ UNCH    2 0
 OK0042
 OK0042.Superseded values are not recommended for survey control.
 OK0042
 OK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0042.See file dsdata.pdf to determine how the superseded data were derived.
 OK0042
 OK0042_MARKER: DB = BENCH MARK DISK
 OK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0042_STAMPING: G 93 1934
 OK0042_MARK LOGO: CGS
 OK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0042+STABILITY: SURFACE MOTION
 OK0042
 OK0042  HISTORY     - Date     Condition        Report By
 OK0042  HISTORY     - 1934     MONUMENTED       CGS
 OK0042  HISTORY     - 1942     POOR             CGS
 OK0042  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0042
 OK0042                          STATION DESCRIPTION
 OK0042
 OK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OK0042'AT GLADWIN.
 OK0042'AT GLADWIN, GLADWIN COUNTY, 0.3 MILE EAST ALONG STATE HIGHWAY
 OK0042'61 FROM THE POST OFFICE, 100 FEET SOUTH OF THE MICHIGAN CENTRAL
 OK0042'RAILROAD STATION, 37 FEET WEST OF THE WEST RAIL OF THE MAIN
 OK0042'TRACK, 24.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OK0042'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED G 93 1934 AND
 OK0042'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THAT THE MARK WAS
 OK0042'STRUCK BY A TRUCK OR AUTOMOBILE AND WAS LEANING.
 OK0042
 OK0042                          STATION RECOVERY (1998)
 OK0042
 OK0042'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0047 ***********************************************************************
 OL0047  DESIGNATION -  G 96
 OL0047  PID         -  OL0047
 OL0047  STATE/COUNTY-  MI/MUSKEGON
 OL0047  COUNTRY     -  US
 OL0047  USGS QUAD   -  HOLTON (2017)
 OL0047
 OL0047                         *CURRENT SURVEY CONTROL
 OL0047  ______________________________________________________________________
 OL0047* NAD 83(2011) POSITION- 43 25 59.26993(N) 086 02 21.50893(W)   ADJUSTED
 OL0047* NAD 83(2011) ELLIP HT-   194.214 (meters)        (06/27/12)   ADJUSTED
 OL0047* NAD 83(2011) EPOCH   -  2010.00
 OL0047* NAVD 88 ORTHO HEIGHT -   228.286 (meters)      748.97  (feet) ADJUSTED
 OL0047  ______________________________________________________________________
 OL0047  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 OL0047  NAD 83(2011) X  -    320,435.313 (meters)                     COMP
 OL0047  NAD 83(2011) Y  - -4,628,064.429 (meters)                     COMP
 OL0047  NAD 83(2011) Z  -  4,362,703.267 (meters)                     COMP
 OL0047  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 OL0047  DYNAMIC HEIGHT  -        228.239 (meters)      748.81  (feet) COMP
 OL0047  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OL0047
 OL0047  VERT ORDER      -  SECOND    CLASS 0
 OL0047
 OL0047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OL0047  Standards:
 OL0047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OL0047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OL0047  -------------------------------------------------------------------
 OL0047  NETWORK    4.55   8.92           1.86   1.85   4.55      0.15389405
 OL0047  -------------------------------------------------------------------
 OL0047  Click here for local accuracies and other accuracy information.
 OL0047
 OL0047.The horizontal coordinates were established by GPS observations
 OL0047.and adjusted by the National Geodetic Survey in June 2012.
 OL0047
 OL0047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OL0047.been affixed to the stable North American tectonic plate. See 
 OL0047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OL0047
 OL0047.The horizontal coordinates are valid at the epoch date displayed above
 OL0047.which is a decimal equivalence of Year/Month/Day.
 OL0047
 OL0047.The orthometric height was determined by differential leveling and
 OL0047.adjusted by the NATIONAL GEODETIC SURVEY
 OL0047.in June 1991.
 OL0047
 OL0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0047.GEOID18 height accuracy estimate available here.
 OL0047
 OL0047.Click photographs - Photos may exist for this station.
 OL0047
 OL0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0047
 OL0047.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0047
 OL0047.The ellipsoidal height was determined by GPS observations
 OL0047.and is referenced to NAD 83.
 OL0047
 OL0047.The dynamic height is computed by dividing the NAVD 88
 OL0047.geopotential number by the normal gravity value computed on the
 OL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0047.degrees latitude (g = 980.6199 gals.).
 OL0047
 OL0047.The modeled gravity was interpolated from observed gravity values.
 OL0047
 OL0047. The following values were computed from the NAD 83(2011) position.
 OL0047
 OL0047;                    North         East     Units Scale Factor Converg.
 OL0047;SPC MI S     -   216,077.619 3,864,588.446   MT  0.99995261   -1 08 17.8
 OL0047;SPC MI S     -   708,916.07 12,679,095.95   iFT  0.99995261   -1 08 17.8
 OL0047;UTM  16      - 4,809,363.204   577,752.363   MT  0.99967436   +0 39 37.9
 OL0047
 OL0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0047!SPC MI S     -   0.99996955  x   0.99995261  =   0.99992216
 OL0047!UTM  16      -   0.99996955  x   0.99967436  =   0.99964392
 OL0047
 OL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7775209363(NAD 83)
 OL0047
 OL0047                          SUPERSEDED SURVEY CONTROL
 OL0047
 OL0047  NAD 83(2007)-  43 25 59.27062(N)    086 02 21.51070(W) AD(2002.00) 0
 OL0047  ELLIP H (02/10/07)  194.266  (m)                       GP(2002.00)    
 OL0047  ELLIP H (07/17/02)  194.273  (m)                       GP(       ) 4 1
 OL0047  NAD 83(1994)-  43 25 59.27034(N)    086 02 21.51013(W) AD(       ) 1
 OL0047  ELLIP H (02/03/97)  194.315  (m)                       GP(       ) 4 1
 OL0047  NAD 83(1986)-  43 25 59.27315(N)    086 02 21.52105(W) AD(       ) 1
 OL0047  NAVD 88             228.29   (m)          749.0    (f) LEVELING    3  
 OL0047  NGVD 29 (??/??/92)  228.403  (m)          749.35   (f) ADJ UNCH    2 0
 OL0047
 OL0047.Superseded values are not recommended for survey control.
 OL0047
 OL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0047.See file dsdata.pdf to determine how the superseded data were derived.
 OL0047
 OL0047_MARKER: DB = BENCH MARK DISK
 OL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0047_STAMPING: G 96 1934
 OL0047_MARK LOGO: CGS
 OL0047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0047+STABILITY: SURFACE MOTION
 OL0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0047+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 OL0047
 OL0047  HISTORY     - Date     Condition        Report By
 OL0047  HISTORY     - 1934     MONUMENTED       CGS
 OL0047  HISTORY     - 1984     GOOD             NGS
 OL0047  HISTORY     - 1987     GOOD             USPSQD
 OL0047  HISTORY     - 19910530 GOOD             USFS
 OL0047  HISTORY     - 20031004 GOOD             JCLS
 OL0047  HISTORY     - 20040902 GOOD             WOOLPT
 OL0047  HISTORY     - 20230718 GOOD             MIDT
 OL0047
 OL0047                          STATION DESCRIPTION
 OL0047
 OL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0047'AT BRUNSWICK.
 OL0047'AT BRUNSWICK, MUSKEGON COUNTY, 68 FEET EAST OF THE EAST CORNER
 OL0047'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 70.4 FEET SOUTHWEST
 OL0047'OF THE SOUTHWEST FACE OF THE GENERAL STORE, AT A ROAD CROSSING,
 OL0047'32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 33.6 FEET
 OL0047'SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE TOP OF THE
 OL0047'RAIL.  A STANDARD DISK, STAMPED G 96 1934 AND SET IN THE TOP
 OL0047'OF A CONCRETE POST.
 OL0047
 OL0047                          STATION RECOVERY (1984)
 OL0047
 OL0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0047'NEW DESC: MARK IS LOCATED ACROSS THE STATE HIGHWAY 120 FROM THE POST
 OL0047'OFFICE AND FREDERICKS COUNTY MARKET IN BRUNSWICKS.
 OL0047
 OL0047                          STATION RECOVERY (1987)
 OL0047
 OL0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0047'RECOVERED IN GOOD CONDITION.
 OL0047
 OL0047                          STATION RECOVERY (1991)
 OL0047
 OL0047'RECOVERY NOTE BY US FOREST SERVICE 1991
 OL0047'IN BRUNSWICK, 35 FT (10.7 M) SOUTHEAST OF THE CENTERLINE OF THE
 OL0047'EXISTING R.R. TRACKS, 30 FT (9.1 M) WEST OF THE CENTERLINE OF M-120, 1
 OL0047'FT (0.3 M) EAST OF A 14 INCH POWER POLE AND FIBERGLASS SURVEY MARKER
 OL0047'POST, MAP POSITION IS NEAR THE EAST 1/4 CORNER OF SECTION 13 T12N
 OL0047'R15W.  THE RAILWAY STATION AND GENERAL STORE FROM THE 1934 DESCRIPTION
 OL0047'ARE BOTH GONE.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET
 OL0047'INTO THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING 1 INCH ABOVE
 OL0047'GROUND.  THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OL0047'DESCRIPTION.
 OL0047
 OL0047                          STATION RECOVERY (2003)
 OL0047
 OL0047'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OL0047'RECOVERED IN GOOD CONDITION.
 OL0047
 OL0047                          STATION RECOVERY (2004)
 OL0047
 OL0047'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RLS)
 OL0047'RECOVERED IN GOOD CONDITION.
 OL0047
 OL0047                          STATION RECOVERY (2023)
 OL0047
 OL0047'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 OL0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0391 ***********************************************************************
 OK0391  DESIGNATION -  G 97
 OK0391  PID         -  OK0391
 OK0391  STATE/COUNTY-  MI/KENT
 OK0391  COUNTRY     -  US
 OK0391  USGS QUAD   -  CEDAR SPRINGS SW (2017)
 OK0391
 OK0391                         *CURRENT SURVEY CONTROL
 OK0391  ______________________________________________________________________
 OK0391* NAD 83(1986) POSITION- 43 04 20.     (N) 085 41 02.     (W)   SCALED
 OK0391* NAVD 88 ORTHO HEIGHT -   228.845 (meters)      750.80  (feet) ADJUSTED
 OK0391  ______________________________________________________________________
 OK0391  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 OK0391  DYNAMIC HEIGHT  -        228.788 (meters)      750.62  (feet) COMP
 OK0391  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 OK0391
 OK0391  VERT ORDER      -  SECOND    CLASS 0
 OK0391
 OK0391.The horizontal coordinates were scaled from a map and have
 OK0391.an estimated accuracy of +/- 6 seconds.
 OK0391
 OK0391.The orthometric height was determined by differential leveling and
 OK0391.adjusted by the NATIONAL GEODETIC SURVEY
 OK0391.in June 1991.
 OK0391
 OK0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0391.GEOID18 height accuracy estimate available here.
 OK0391
 OK0391.Click photographs - Photos may exist for this station.
 OK0391
 OK0391.The dynamic height is computed by dividing the NAVD 88
 OK0391.geopotential number by the normal gravity value computed on the
 OK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0391.degrees latitude (g = 980.6199 gals.).
 OK0391
 OK0391.The modeled gravity was interpolated from observed gravity values.
 OK0391
 OK0391;                    North         East    Units  Estimated Accuracy
 OK0391;SPC MI S     -   175,480.    3,892,730.      MT  (+/- 180 meters Scaled)
 OK0391
 OK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN071696(NAD 83)
 OK0391
 OK0391                          SUPERSEDED SURVEY CONTROL
 OK0391
 OK0391  NGVD 29 (??/??/92)  228.980  (m)          751.25   (f) ADJ UNCH    2 0
 OK0391
 OK0391.Superseded values are not recommended for survey control.
 OK0391
 OK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0391.See file dsdata.pdf to determine how the superseded data were derived.
 OK0391
 OK0391_MARKER: DB = BENCH MARK DISK
 OK0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0391_STAMPING: G 97 1934
 OK0391_MARK LOGO: CGS
 OK0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0391+STABILITY: SURFACE MOTION
 OK0391
 OK0391  HISTORY     - Date     Condition        Report By
 OK0391  HISTORY     - 1934     MONUMENTED       CGS
 OK0391  HISTORY     - 1934     GOOD             CGS
 OK0391  HISTORY     - 1983     GOOD             USPSQD
 OK0391  HISTORY     - 20010615 MARK NOT FOUND   LOCENG
 OK0391
 OK0391                          STATION DESCRIPTION
 OK0391
 OK0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0391'AT ALPINE.
 OK0391'AT ALPINE, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0391'63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 OK0391'A GRAVEL-ROAD CROSSING, 44 YARDS SOUTH OF THE CENTERLINE OF THE
 OK0391'ROAD, 39 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3 FEET
 OK0391'EAST OF A FENCE LINE, AND LEVEL WITH THE TOP OF THE RAIL.  A
 OK0391'STANDARD DISK, STAMPED G 97 1934 AND SET IN THE TOP OF A CONCRETE
 OK0391'POST PROJECTING 5 INCHES ABOVE GROUND.
 OK0391
 OK0391                          STATION RECOVERY (1983)
 OK0391
 OK0391'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0391'RECOVERED IN GOOD CONDITION.
 OK0391
 OK0391                          STATION RECOVERY (2001)
 OK0391
 OK0391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 OK0391'MARK MAY STILL EXIST BUT APPEARS TO BE BURIED UNDER TRASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0710 ***********************************************************************
 NF0710  DESIGNATION -  G 99
 NF0710  PID         -  NF0710
 NF0710  STATE/COUNTY-  MI/KENT
 NF0710  COUNTRY     -  US
 NF0710  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF0710
 NF0710                         *CURRENT SURVEY CONTROL
 NF0710  ______________________________________________________________________
 NF0710* NAD 83(1986) POSITION- 42 55 54.     (N) 085 43 26.     (W)   SCALED
 NF0710* NAVD 88 ORTHO HEIGHT -   183.962 (meters)      603.55  (feet) ADJUSTED
 NF0710  ______________________________________________________________________
 NF0710  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 NF0710  DYNAMIC HEIGHT  -        183.915 (meters)      603.39  (feet) COMP
 NF0710  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 NF0710
 NF0710  VERT ORDER      -  SECOND    CLASS 0
 NF0710
 NF0710.The horizontal coordinates were scaled from a map and have
 NF0710.an estimated accuracy of +/- 6 seconds.
 NF0710
 NF0710.The orthometric height was determined by differential leveling and
 NF0710.adjusted by the NATIONAL GEODETIC SURVEY
 NF0710.in June 1991.
 NF0710
 NF0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0710.GEOID18 height accuracy estimate available here.
 NF0710
 NF0710.Click photographs - Photos may exist for this station.
 NF0710
 NF0710.The dynamic height is computed by dividing the NAVD 88
 NF0710.geopotential number by the normal gravity value computed on the
 NF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0710.degrees latitude (g = 980.6199 gals.).
 NF0710
 NF0710.The modeled gravity was interpolated from observed gravity values.
 NF0710
 NF0710;                    North         East    Units  Estimated Accuracy
 NF0710;SPC MI S     -   159,920.    3,889,220.      MT  (+/- 180 meters Scaled)
 NF0710
 NF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN041540(NAD 83)
 NF0710
 NF0710                          SUPERSEDED SURVEY CONTROL
 NF0710
 NF0710  NGVD 29 (??/??/92)  184.103  (m)          604.01   (f) ADJ UNCH    2 0
 NF0710
 NF0710.Superseded values are not recommended for survey control.
 NF0710
 NF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0710.See file dsdata.pdf to determine how the superseded data were derived.
 NF0710
 NF0710_MARKER: DB = BENCH MARK DISK
 NF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0710_STAMPING: G 99 1934
 NF0710_MARK LOGO: CGS
 NF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0710+STABILITY: SURFACE MOTION
 NF0710
 NF0710  HISTORY     - Date     Condition        Report By
 NF0710  HISTORY     - 1934     MONUMENTED       CGS
 NF0710  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0710
 NF0710                          STATION DESCRIPTION
 NF0710
 NF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0710'2.9 MI SW FROM GRAND RAPIDS.
 NF0710'2.9 MILES SOUTHWEST ALONG THE PERE MARQUETTE DISTRICT OF THE
 NF0710'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT GRAND RAPIDS,
 NF0710'KENT COUNTY, 30 YARDS SOUTH OF LAMAR TOWER, IN THE SOUTHEAST ANGLE
 NF0710'OF THE JUNCTION OF THE MICHIGAN CENTRAL RAILROAD, 34.5 FEET EAST
 NF0710'OF THE EAST RAIL OF THE MICHIGAN RAILROAD TRACK, AND 1-1/2 FEET
 NF0710'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 99
 NF0710'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0710
 NF0710                          STATION RECOVERY (1983)
 NF0710
 NF0710'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0080 ***********************************************************************
 NE0080  DESIGNATION -  G T R
 NE0080  PID         -  NE0080
 NE0080  STATE/COUNTY-  MI/ST CLAIR
 NE0080  COUNTRY     -  US
 NE0080  USGS QUAD   -  PORT HURON (2017)
 NE0080
 NE0080                         *CURRENT SURVEY CONTROL
 NE0080  ______________________________________________________________________
 NE0080* NAD 83(1986) POSITION- 42 59 49.     (N) 082 25 36.     (W)   SCALED
 NE0080* NAVD 88 ORTHO HEIGHT -   178.887 (meters)      586.90  (feet) ADJUSTED
 NE0080  ______________________________________________________________________
 NE0080  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 NE0080  DYNAMIC HEIGHT  -        178.843 (meters)      586.75  (feet) COMP
 NE0080  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 NE0080
 NE0080  VERT ORDER      -  FIRST     CLASS 0
 NE0080
 NE0080.The horizontal coordinates were scaled from a map and have
 NE0080.an estimated accuracy of +/- 6 seconds.
 NE0080
 NE0080.The orthometric height was determined by differential leveling and
 NE0080.adjusted by the NATIONAL GEODETIC SURVEY
 NE0080.in June 1991.
 NE0080
 NE0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0080.GEOID18 height accuracy estimate available here.
 NE0080
 NE0080.Click photographs - Photos may exist for this station.
 NE0080
 NE0080.The dynamic height is computed by dividing the NAVD 88
 NE0080.geopotential number by the normal gravity value computed on the
 NE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0080.degrees latitude (g = 980.6199 gals.).
 NE0080
 NE0080.The modeled gravity was interpolated from observed gravity values.
 NE0080
 NE0080;                    North         East    Units  Estimated Accuracy
 NE0080;SPC MI S     -   168,100.    4,158,170.      MT  (+/- 180 meters Scaled)
 NE0080
 NE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837614(NAD 83)
 NE0080
 NE0080                          SUPERSEDED SURVEY CONTROL
 NE0080
 NE0080  NGVD 29 (??/??/92)  179.003  (m)          587.28   (f) ADJ UNCH    1 0
 NE0080
 NE0080.Superseded values are not recommended for survey control.
 NE0080
 NE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0080.See file dsdata.pdf to determine how the superseded data were derived.
 NE0080
 NE0080_MARKER: Z = SEE DESCRIPTION
 NE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0080+STABILITY: SURFACE MOTION
 NE0080
 NE0080  HISTORY     - Date     Condition        Report By
 NE0080  HISTORY     - 1924     MONUMENTED       USLS
 NE0080  HISTORY     - 1970     GOOD             USLS
 NE0080  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0080  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0080  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0080
 NE0080                          STATION DESCRIPTION
 NE0080
 NE0080'DESCRIBED BY US LAKE SURVEY 1970
 NE0080'AT PORT HURON.
 NE0080'GTR IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, WEST OF INNER END
 NE0080'OF OLD FERRY SLIP, ON PROPERTY OF THE PEERLESS CEMENT CORPORATION,
 NE0080'149 FEET SOUTHEAST OF SOUTH CORNER OF THE SHEET METAL CLAY
 NE0080'MILL BUILDING, 106.7 FEET NORTHEAST OF A UTILITY POLE, 46.8
 NE0080'FEET SOUTHEAST OF ANOTHER POLE, 37.7 FEET NORTHEAST OF SOUTHEAST
 NE0080'CORNER OF CONCRETE DRIVEWAY AT THE RAILROAD TRACKS, 34.5 FEET
 NE0080'SOUTH OF SOUTH END OF A RAILROAD SWITCH STAND, 5.3 FEET EAST
 NE0080'OF EAST FACE OF MOST EASTERLY RAILROAD RAIL, 1-1/2 FEET BELOW
 NE0080'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF BRASS PIN
 NE0080'SET INTO TOP OF A CONCRETE POST.  (MARKED USBM.)  NOTE--PREV.
 NE0080'DESIG. BM GTR 1924.
 NE0080
 NE0080                          STATION RECOVERY (1994)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0080'MARK NOT FOUND.
 NE0080
 NE0080                          STATION RECOVERY (1995)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0080'MARK NOT FOUND.
 NE0080
 NE0080                          STATION RECOVERY (1997)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DN6885 ***********************************************************************
 DN6885  DESIGNATION -  GAGE 0411200 RM 12
 DN6885  PID         -  DN6885
 DN6885  STATE/COUNTY-  MI/INGHAM
 DN6885  COUNTRY     -  US
 DN6885  USGS QUAD   -  WILLIAMSTON (2017)
 DN6885
 DN6885                         *CURRENT SURVEY CONTROL
 DN6885  ______________________________________________________________________
 DN6885* NAD 83(1986) POSITION- 42 40 33.     (N) 084 21 48.     (W)   SCALED
 DN6885* NAVD 88 ORTHO HEIGHT -   265.373 (meters)      870.64  (feet) ADJUSTED
 DN6885  ______________________________________________________________________
 DN6885  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 DN6885  DYNAMIC HEIGHT  -        265.298 (meters)      870.40  (feet) COMP
 DN6885  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DN6885
 DN6885  VERT ORDER      -  SECOND    CLASS II
 DN6885
 DN6885.The horizontal coordinates were scaled from a map and have
 DN6885.an estimated accuracy of +/- 6 seconds.
 DN6885
 DN6885.The orthometric height was determined by differential leveling and
 DN6885.adjusted by the NATIONAL GEODETIC SURVEY
 DN6885.in May 2012.
 DN6885
 DN6885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6885.GEOID18 height accuracy estimate available here.
 DN6885
 DN6885.Click photographs - Photos may exist for this station.
 DN6885
 DN6885.The dynamic height is computed by dividing the NAVD 88
 DN6885.geopotential number by the normal gravity value computed on the
 DN6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6885.degrees latitude (g = 980.6199 gals.).
 DN6885
 DN6885.The modeled gravity was interpolated from observed gravity values.
 DN6885
 DN6885;                    North         East    Units  Estimated Accuracy
 DN6885;SPC MI S     -   130,610.    4,000,270.      MT  (+/- 180 meters Scaled)
 DN6885
 DN6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN160281(NAD 83)
 DN6885
 DN6885                          SUPERSEDED SURVEY CONTROL
 DN6885
 DN6885.No superseded survey control is available for this station.
 DN6885
 DN6885_MARKER: X = CHISELED CROSS
 DN6885_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DN6885_SP_SET: LARGE ROCK
 DN6885_MARK LOGO: USGS
 DN6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6885+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2018
 DN6885
 DN6885  HISTORY     - Date     Condition        Report By
 DN6885  HISTORY     - 19540611 MONUMENTED       USGS
 DN6885  HISTORY     - 20111101 GOOD             GOUFRA
 DN6885  HISTORY     - 20180929 GOOD             APSC
 DN6885
 DN6885                          STATION DESCRIPTION
 DN6885
 DN6885'DESCRIBED BY GOURDIE FRASER INC. 2011 (TAM)
 DN6885'THE STATION IS LOCATED IN WILLIAMSTON, LOCATED ABOUT 2.85 MI (4.6 KM)
 DN6885'WEST-SOUTHWEST OF THE UNITED STATES POST OFFICE (EAST GRAND RIVER ROAD
 DN6885'LOCATION), LOCATED ABOUT 4.10 MI (6.6 KM) WEST-SOUTHWEST OF THE
 DN6885'WILLIAMSTON COMMUNITY LIBRARY (SCHOOL STREET LOCATION).
 DN6885'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN6885'
 DN6885'TO REACH FROM THE INTERSECTION OF WEST GRAND RIVER AVENUE AND MERIDIAN
 DN6885'ROAD, LOCATED ABOUT 2.77 MI (4.5 KM) WEST-NORTHWEST OF THE UNITED
 DN6885'STATES POST OFFICE (EAST GRAND RIVER ROAD LOCATION), LOCATED ABOUT
 DN6885'4.23 MI (6.8 KM) NORTHWEST OF THE WILLIAMSTON COMMUNITY LIBRARY
 DN6885'(SCHOOL STREET LOCATION), GO SOUTHERLY ON MERIDIAN ROAD FOR 2.33 MI
 DN6885'(3.7 KM) TO THE STATION ON THE RIGHT.
 DN6885'
 DN6885'IT IS 143.2 FT (43.6 M) SOUTHWEST OF THE NORTHEAST CORNER OF A GARAGE,
 DN6885'61.1 FT (18.6 M) SOUTHEAST OF THE CENTERLINE OF A STOP SIGN POST, 52
 DN6885'FT (15.8 M) WEST OF THE CENTERLINE OF MERIDIAN ROAD, 43 FT (13.1 M)
 DN6885'NORTH OF THE CENTERLINE OF BUTTON ROAD AND 11.7 FT (3.6 M) SOUTHEAST
 DN6885'OF THE SOUTHWEST CORNER OF THE GAGE STATION BOX.
 DN6885
 DN6885                          STATION RECOVERY (2018)
 DN6885
 DN6885'RECOVERY NOTE BY ALL PURPOSE SURVEYING CONSULT. 2018 (BAD)
 DN6885'THE MARK IS LOCATED AT THE NORTHWEST CORNER OF MERIDIAN ROAD AND
 DN6885'BUTTON ROAD, SECTION 1, T3N-R1W (WHEATFIELD TOWNSHIP).  MARK IS 11.7
 DN6885'FT (3.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GAGE STATION
 DN6885'BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0278 ***********************************************************************
 PM0278  DESIGNATION -  GAGING STATION USGS
 PM0278  PID         -  PM0278
 PM0278  STATE/COUNTY-  MI/MASON
 PM0278  COUNTRY     -  US
 PM0278  USGS QUAD   -  KINGS CORNERS (2017)
 PM0278
 PM0278                         *CURRENT SURVEY CONTROL
 PM0278  ______________________________________________________________________
 PM0278* NAD 83(1986) POSITION- 44 07 14.     (N) 086 16 44.     (W)   SCALED
 PM0278* NAVD 88 ORTHO HEIGHT -   190.118 (meters)      623.75  (feet) ADJUSTED
 PM0278  ______________________________________________________________________
 PM0278  GEOID HEIGHT    -        -35.045 (meters)                     GEOID18
 PM0278  DYNAMIC HEIGHT  -        190.089 (meters)      623.65  (feet) COMP
 PM0278  MODELED GRAVITY -    980,465.1   (mgal)                       NAVD 88
 PM0278
 PM0278  VERT ORDER      -  FIRST     CLASS II
 PM0278
 PM0278.The horizontal coordinates were scaled from a map and have
 PM0278.an estimated accuracy of +/- 6 seconds.
 PM0278
 PM0278.The orthometric height was determined by differential leveling and
 PM0278.adjusted by the NATIONAL GEODETIC SURVEY
 PM0278.in June 1991.
 PM0278
 PM0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0278.GEOID18 height accuracy estimate available here.
 PM0278
 PM0278.Click photographs - Photos may exist for this station.
 PM0278
 PM0278.The dynamic height is computed by dividing the NAVD 88
 PM0278.geopotential number by the normal gravity value computed on the
 PM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0278.degrees latitude (g = 980.6199 gals.).
 PM0278
 PM0278.The modeled gravity was interpolated from observed gravity values.
 PM0278
 PM0278;                    North         East    Units  Estimated Accuracy
 PM0278;SPC MI C     -    91,140.    5,846,950.      MT  (+/- 180 meters Scaled)
 PM0278
 PM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP576855(NAD 83)
 PM0278
 PM0278                          SUPERSEDED SURVEY CONTROL
 PM0278
 PM0278.No superseded survey control is available for this station.
 PM0278
 PM0278_MARKER: DD = SURVEY DISK
 PM0278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0278_SP_SET: BRIDGE HEADWALL
 PM0278_MARK LOGO: USGS
 PM0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0278+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 PM0278
 PM0278  HISTORY     - Date     Condition        Report By
 PM0278  HISTORY     - UNK      MONUMENTED       USGS
 PM0278  HISTORY     - 1984     GOOD             NGS
 PM0278  HISTORY     - 20010815 GOOD             NGS
 PM0278  HISTORY     - 20040423 GOOD             USPSQD
 PM0278
 PM0278                          STATION DESCRIPTION
 PM0278
 PM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0278'15.6 KM (9.65 MI) SOUTH FROM MANISTEE.
 PM0278'15.6 KM (9.65 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0278'MANISTEE, 0.91 METER (2.98 FT) EAST OF THE WEST END OF THE NORTH
 PM0278'CONCRETE ABUTMENT OF THE BRIDGE OVER THE GROAT SAUBLE RIVER, THE DISK
 PM0278'IS SET IN TOP OF THE THIRD STEP OF THE HEADWALL.  AN UNSTAMPED U.S.
 PM0278'GEOLOGICAL GAGING STATION REFERENCE MARK DISK, 10.8 METERS (35.5 FT)
 PM0278'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 METERS (11.8 FT) WEST
 PM0278'OF A METAL GUARDRAIL.
 PM0278'THE MARK IS 0.31 M BELOW HIGHWAY SURFACE.
 PM0278
 PM0278                          STATION RECOVERY (2001)
 PM0278
 PM0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0278
 PM0278                          STATION RECOVERY (2004)
 PM0278
 PM0278'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1227 ***********************************************************************
 RJ1227  DESIGNATION -  GAGNON
 RJ1227  PID         -  RJ1227
 RJ1227  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1227  COUNTRY     -  US
 RJ1227  USGS QUAD   -  GERMFASK (2017)
 RJ1227
 RJ1227                         *CURRENT SURVEY CONTROL
 RJ1227  ______________________________________________________________________
 RJ1227* NAD 83(1994) POSITION- 46 13 00.51089(N) 085 53 22.22958(W)   ADJUSTED
 RJ1227* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 RJ1227  ______________________________________________________________________
 RJ1227  GEOID HEIGHT    -        -35.074 (meters)                     GEOID18
 RJ1227  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 RJ1227  HORZ ORDER      -  SECOND
 RJ1227
 RJ1227.The horizontal coordinates were established by classical geodetic methods
 RJ1227.and adjusted by the National Geodetic Survey in February 1997.
 RJ1227
 RJ1227.The orthometric height was scaled from a topographic map.
 RJ1227
 RJ1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1227.GEOID18 height accuracy estimate available here.
 RJ1227
 RJ1227.Click photographs - Photos may exist for this station.
 RJ1227
 RJ1227.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1227
 RJ1227. The following values were computed from the NAD 83(1994) position.
 RJ1227
 RJ1227;                    North         East     Units Scale Factor Converg.
 RJ1227;SPC MI N     -   159,922.221 8,085,674.687   MT  0.99990355   +0 48 09.5
 RJ1227;SPC MI N     -   524,679.20 26,527,804.09   iFT  0.99990355   +0 48 09.5
 RJ1227;UTM  16      - 5,118,736.163   585,651.260   MT  0.99969018   +0 48 06.4
 RJ1227
 RJ1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1227!SPC MI N     -   0.99996960  x   0.99990355  =   0.99987315
 RJ1227!UTM  16      -   0.99996960  x   0.99969018  =   0.99965979
 RJ1227
 RJ1227:                Primary Azimuth Mark                     Grid Az
 RJ1227:SPC MI N     -  GAGNON AZ MK                             262 02 28.6
 RJ1227:UTM  16      -  GAGNON AZ MK                             262 02 31.7
 RJ1227
 RJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8565118736(NAD 83)
 RJ1227
 RJ1227|---------------------------------------------------------------------|
 RJ1227| PID    Reference Object                     Distance      Geod. Az  |
 RJ1227|                                                           dddmmss.s |
 RJ1227| CH1162 GAGNON RM 2                          31.919 METERS 00201     |
 RJ1227| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX.12.9 KM 1700434.0 |
 RJ1227| CH1161 GAGNON RM 1                          33.586 METERS 18047     |
 RJ1227| CH1160 GAGNON AZ MK                                       2625038.1 |
 RJ1227| RJ1230 SENEY NATL WILDLIFE REFUGE LOT      APPROX. 9.2 KM 3311036.4 |
 RJ1227|---------------------------------------------------------------------|
 RJ1227
 RJ1227                          SUPERSEDED SURVEY CONTROL
 RJ1227
 RJ1227  NAD 83(1986)-  46 13 00.50478(N)    085 53 22.22686(W) AD(       ) 2
 RJ1227  NAD 27      -  46 13 00.57278(N)    085 53 21.76924(W) AD(       ) 2
 RJ1227
 RJ1227.Superseded values are not recommended for survey control.
 RJ1227
 RJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1227.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1227
 RJ1227_MARKER: DS = TRIANGULATION STATION DISK
 RJ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1227_STAMPING: GAGNON 1965
 RJ1227_MARK LOGO: CGS
 RJ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1227+STABILITY: SURFACE MOTION
 RJ1227
 RJ1227  HISTORY     - Date     Condition        Report By
 RJ1227  HISTORY     - 1965     MONUMENTED       CGS
 RJ1227  HISTORY     - 1971     GOOD             USGS
 RJ1227
 RJ1227                          STATION DESCRIPTION
 RJ1227
 RJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1227'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF GERMFASK, 6-1/2
 RJ1227'MILES WEST OF CURTIS, 7 MILES NORTH OF BLANEY PARK, IN SECTION 11, T.
 RJ1227'44 N., R. 13 W., AND ON PROPERTY OWNED BY MR. I. GAGNON.
 RJ1227'
 RJ1227'TO REACH THE STATION FROM THE POST OFFICE IN GERMFASK, GO SOUTH ON
 RJ1227'STATE HIGHWAY 77 FOR 2.2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 RJ1227'ON COUNTY ROAD 436 FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT BY A
 RJ1227'POWER POLE.  CONTINUE AHEAD EAST ON COUNTY ROAD 436 FOR 0.25 MILE TO A
 RJ1227'WIRE GATE AT A FIELD ENTRANCE ON THE LEFT. TURN LEFT PASSING THROUGH
 RJ1227'THE WIRE GATE AND GO NORTHEAST ACROSS THE FIELD FOR 0.1 MILE TO A
 RJ1227'NORTH-SOUTH WIRE FENCE AND THE STATION.
 RJ1227'
 RJ1227'STATION MARKS ARE STANDARD DISKS STAMPED GAGNON 1965.  THE SURFACE
 RJ1227'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 RJ1227'IS 230 FEET NORTH OF THE CENTER OF COUNTY ROAD 436, 187 FEET NORTH OF
 RJ1227'A T-FENCE CORNER, 155 FEET SOUTH-SOUTHEAST OF A 20 INCH ELM TREE, 5
 RJ1227'FEET NORTHWEST OF A METAL WITNESS POST, AND 2 FEET WEST OF THE WIRE
 RJ1227'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1227'42 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1227'
 RJ1227'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GAGNON NO 1 1965, IS SET
 RJ1227'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 120 FEET
 RJ1227'NORTH OF THE CENTER OF COUNTY ROAD 436, 76 FEET NORTH OF THE T-FENCE
 RJ1227'CORNER, AND 1 FOOT WEST OF THE WIRE FENCE.
 RJ1227'
 RJ1227'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GAGNON NO 2 1965, IS SET
 RJ1227'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 55 FEET
 RJ1227'SOUTHEAST OF THE 20 INCH ELM TREE, AND 1 FOOT WEST OF THE WIRE FENCE.
 RJ1227'
 RJ1227'AZIMUTH MARK, A STANDARD DISK STAMPED GAGNON 1965, IS SET IN A ROUND
 RJ1227'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 42 FEET NORTH OF THE
 RJ1227'CENTER OF COUNTY ROAD 436, 3.5 FEET NORTHEAST OF A POWER POLE, 2.5
 RJ1227'FEET SOUTH OF A WIRE FENCE, AND 2 FEET SOUTHEAST OF A METAL WITNESS
 RJ1227'POST.
 RJ1227'
 RJ1227'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1227
 RJ1227                          STATION RECOVERY (1971)
 RJ1227
 RJ1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1227'GAGNON AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1227'DISTANCES AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION IS
 RJ1227'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1519 ***********************************************************************
 RL1519  DESIGNATION -  GAMME
 RL1519  PID         -  RL1519
 RL1519  STATE/COUNTY-  MI/MARQUETTE
 RL1519  COUNTRY     -  US
 RL1519  USGS QUAD   -  MICHIGAMME (2017)
 RL1519
 RL1519                         *CURRENT SURVEY CONTROL
 RL1519  ______________________________________________________________________
 RL1519* NAD 83(1994) POSITION- 46 32 39.30499(N) 088 04 20.97605(W)   ADJUSTED
 RL1519* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 RL1519  ______________________________________________________________________
 RL1519  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 RL1519  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 RL1519  HORZ ORDER      -  SECOND
 RL1519
 RL1519.The horizontal coordinates were established by classical geodetic methods
 RL1519.and adjusted by the National Geodetic Survey in February 1997.
 RL1519
 RL1519.The orthometric height was scaled from a topographic map.
 RL1519
 RL1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1519.GEOID18 height accuracy estimate available here.
 RL1519
 RL1519.Click photographs - Photos may exist for this station.
 RL1519
 RL1519.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1519
 RL1519. The following values were computed from the NAD 83(1994) position.
 RL1519
 RL1519;                    North         East     Units Scale Factor Converg.
 RL1519;SPC MI N     -   196,273.220 7,917,749.108   MT  0.99991303   -0 46 30.7
 RL1519;SPC MI N     -   643,941.01 25,976,867.15   iFT  0.99991303   -0 46 30.7
 RL1519;UTM  16      - 5,155,079.126   417,772.601   MT  0.99968311   -0 46 42.9
 RL1519
 RL1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1519!SPC MI N     -   0.99991979  x   0.99991303  =   0.99983283
 RL1519!UTM  16      -   0.99991979  x   0.99968311  =   0.99960292
 RL1519
 RL1519:                Primary Azimuth Mark                     Grid Az
 RL1519:SPC MI N     -  REPUBLIC                                 156 33 02.0
 RL1519:UTM  16      -  REPUBLIC                                 156 33 14.2
 RL1519
 RL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1777255079(NAD 83)
 RL1519
 RL1519|---------------------------------------------------------------------|
 RL1519| PID    Reference Object                     Distance      Geod. Az  |
 RL1519|                                                           dddmmss.s |
 RL1519| RK0574 REPUBLIC                            APPROX.17.6 KM 1554631.3 |
 RL1519| CJ2541 GAMME RM 1                            6.148 METERS 21657     |
 RL1519| CJ2540 GAMME AZ MK                                        2365707.7 |
 RL1519| CJ2542 GAMME RM 2                            8.590 METERS 33915     |
 RL1519|---------------------------------------------------------------------|
 RL1519
 RL1519                          SUPERSEDED SURVEY CONTROL
 RL1519
 RL1519  NAD 83(1986)-  46 32 39.29889(N)    088 04 20.96958(W) AD(       ) 2
 RL1519  NAD 27      -  46 32 39.53400(N)    088 04 20.47700(W) AD(       ) 2
 RL1519
 RL1519.Superseded values are not recommended for survey control.
 RL1519
 RL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1519.See file dsdata.pdf to determine how the superseded data were derived.
 RL1519
 RL1519_MARKER: DS = TRIANGULATION STATION DISK
 RL1519_SETTING: 66 = SET IN ROCK OUTCROP
 RL1519_STAMPING: GAMME 1955
 RL1519_MARK LOGO: CGS
 RL1519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1519+STABILITY: POSITION/ELEVATION WELL
 RL1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1519+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1519
 RL1519  HISTORY     - Date     Condition        Report By
 RL1519  HISTORY     - 1955     MONUMENTED       CGS
 RL1519  HISTORY     - 20050919 GOOD             MIDT
 RL1519
 RL1519                          STATION DESCRIPTION
 RL1519
 RL1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RL1519'STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF CHAMPION,
 RL1519'ABOUT 2 MILES EAST-NORTHEAST OF MICHIGAMME, AT THE SOUTH EDGE OF
 RL1519'THE TOP OF A STEEP ROCKY RIDGE WHICH IS APPROXIMATELY 0.05 MILE
 RL1519'NORTH OF U.S. HIGHWAY 41, AT A POINT NORTH OF THE NORTHMOST
 RL1519'BAY OF LAKE MICHIGAMME AND IN SEC. 21, T. 48 N, R. 30 W.
 RL1519'
 RL1519'TO REACH FROM THE RAILROAD DEPOT IN CHAMPION--GO WEST ON U.S.
 RL1519'HIGHWAY 41 AND STATE HIGHWAY 28 FOR 5.5 MILES TO A POINT WHERE
 RL1519'THE NORTH ONE OF TWO POWER LINES CROSS THE HIGHWAY, AND THE
 RL1519'SHORE LINE OF LAKE MICHIGAMME IS NEAR THE RAILROAD AND HIGHWAY.
 RL1519'HERE PACK NORTH TO TOP OF HILL AND STA.
 RL1519'
 RL1519'THE STATION MARK, A STANDARD DISK, STAMPED GAMME 1955, IS
 RL1519'CEMENTED IN A DRILL HOLE IN GRANITE OUTCROP FLUSH WITH THE
 RL1519'SURFACE.
 RL1519'
 RL1519'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED GAMME NO 1 1955, IS
 RL1519'CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE OF A GRANITE
 RL1519'OUTCROP APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 RL1519'
 RL1519'THE AZIMUTH, A STANDARD DISK, STAMPED GAMME 1955, IS APPROXIMATELY
 RL1519'0.1 MILE SOUTH-SOUTHWEST OF THE STATION, 43.7 FEET SOUTH OF THE
 RL1519'SOUTH RAIL OF A RAILROAD TRACK, 8 FEET WEST OF A BOARD GATE, 3
 RL1519'FEET NORTH OF THE RIGHT-OF WAY FENCE AND 2.5 FEET WEST OF A WHITE
 RL1519'WITNESS POST.  THE MARK PROJECTS 8 INCHES.
 RL1519'
 RL1519'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, CONTINUE WEST ON
 RL1519'U.S. HIGHWAY 41 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 RL1519'SOUTH ACROSS RAILROAD TO MARK.
 RL1519'
 RL1519'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RL1519
 RL1519                          STATION RECOVERY (2005)
 RL1519
 RL1519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RL1519'FOUND STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 RL1519'MARK.  USED LATITUDE AND LONGITUDE (ENTERED IN HANDHELD GPS) TO FIND
 RL1519'THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0072 ***********************************************************************
 RJ0072  DESIGNATION -  GARAGE
 RJ0072  PID         -  RJ0072
 RJ0072  STATE/COUNTY-  MI/CHIPPEWA
 RJ0072  COUNTRY     -  US
 RJ0072  USGS QUAD   -  PICKFORD SE (2017)
 RJ0072
 RJ0072                         *CURRENT SURVEY CONTROL
 RJ0072  ______________________________________________________________________
 RJ0072* NAD 83(1986) POSITION- 46 06 56.     (N) 084 15 34.     (W)   SCALED
 RJ0072* NAVD 88 ORTHO HEIGHT -   190.466 (meters)      624.89  (feet) ADJUSTED
 RJ0072  ______________________________________________________________________
 RJ0072  GEOID HEIGHT    -        -36.286 (meters)                     GEOID18
 RJ0072  DYNAMIC HEIGHT  -        190.473 (meters)      624.91  (feet) COMP
 RJ0072  MODELED GRAVITY -    980,645.3   (mgal)                       NAVD 88
 RJ0072
 RJ0072  VERT ORDER      -  FIRST     CLASS 0
 RJ0072
 RJ0072.The horizontal coordinates were scaled from a map and have
 RJ0072.an estimated accuracy of +/- 6 seconds.
 RJ0072
 RJ0072.The orthometric height was determined by differential leveling and
 RJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0072.in June 1991.
 RJ0072
 RJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0072.GEOID18 height accuracy estimate available here.
 RJ0072
 RJ0072.Click photographs - Photos may exist for this station.
 RJ0072
 RJ0072.The dynamic height is computed by dividing the NAVD 88
 RJ0072.geopotential number by the normal gravity value computed on the
 RJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0072.degrees latitude (g = 980.6199 gals.).
 RJ0072
 RJ0072.The modeled gravity was interpolated from observed gravity values.
 RJ0072
 RJ0072;                    North         East    Units  Estimated Accuracy
 RJ0072;SPC MI N     -   151,730.    8,211,790.      MT  (+/- 180 meters Scaled)
 RJ0072
 RJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117105(NAD 83)
 RJ0072
 RJ0072                          SUPERSEDED SURVEY CONTROL
 RJ0072
 RJ0072  NGVD 29 (??/??/92)  190.42   (m)          624.7    (f) COMPUTED    1 0
 RJ0072
 RJ0072.Superseded values are not recommended for survey control.
 RJ0072
 RJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0072
 RJ0072_MARKER: Z = SEE DESCRIPTION
 RJ0072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0072+WITH SETTING: INTO GROUND
 RJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0072+STABILITY: SURFACE MOTION
 RJ0072
 RJ0072  HISTORY     - Date     Condition        Report By
 RJ0072  HISTORY     - 1956     MONUMENTED       NONE
 RJ0072  HISTORY     - 1972     GOOD             USLS
 RJ0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0072
 RJ0072                          STATION DESCRIPTION
 RJ0072
 RJ0072'DESCRIBED BY US LAKE SURVEY 1972
 RJ0072'2.2 MI NW FROM STALWART.
 RJ0072'GARAGE IS IN CHIPPEWA COUNTY, MICHIGAN, 2.2 MILES WEST AND NORTH
 RJ0072'ALONG HIGHWAY M-48 FROM THE POST OFFICE AT STALWART, 140 FEET
 RJ0072'NORTHEAST OF THE NORTH END OF A CULVERT HEADWALL, 47 FEET EAST
 RJ0072'OF CENTERLINE OF HIGHWAY M-48, 20.0 FEET SOUTH OF UTILITY POLE
 RJ0072'NO. 324, 2.0 FEET NORTH OF NORTHWEST CORNER OF AN OLD GARAGE,
 RJ0072'1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 RJ0072'OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
 RJ0072
 RJ0072                          STATION RECOVERY (1983)
 RJ0072
 RJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0072'NOT RECOVERED, INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0013 ***********************************************************************
 OJ0013  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OJ0013  DESIGNATION -  GARDEN
 OJ0013  PID         -  OJ0013
 OJ0013  STATE/COUNTY-  MI/ST CLAIR
 OJ0013  COUNTRY     -  US
 OJ0013  USGS QUAD   -  LAKEPORT (2017)
 OJ0013
 OJ0013                         *CURRENT SURVEY CONTROL
 OJ0013  ______________________________________________________________________
 OJ0013* NAD 83(1986) POSITION- 43 00 21.6    (N) 082 25 25.1    (W)   HD_HELD2
 OJ0013* NAVD 88 ORTHO HEIGHT -   178.842 (meters)      586.75  (feet) ADJUSTED
 OJ0013  ______________________________________________________________________
 OJ0013  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 OJ0013  DYNAMIC HEIGHT  -        178.799 (meters)      586.61  (feet) COMP
 OJ0013  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 OJ0013
 OJ0013  VERT ORDER      -  FIRST     CLASS 0
 OJ0013
 OJ0013.The horizontal coordinates were established by autonomous hand held GPS
 OJ0013.observations and have an estimated accuracy of +/- 10 meters.
 OJ0013
 OJ0013.The orthometric height was determined by differential leveling and
 OJ0013.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0013.in June 1991.
 OJ0013
 OJ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0013.GEOID18 height accuracy estimate available here.
 OJ0013
 OJ0013.This Water Level Mark is designated as VM 13018
 OJ0013.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OJ0013
 OJ0013.Click photographs - Photos may exist for this station.
 OJ0013
 OJ0013.The dynamic height is computed by dividing the NAVD 88
 OJ0013.geopotential number by the normal gravity value computed on the
 OJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0013.degrees latitude (g = 980.6199 gals.).
 OJ0013
 OJ0013.The modeled gravity was interpolated from observed gravity values.
 OJ0013
 OJ0013;                    North         East    Units  Estimated Accuracy
 OJ0013;SPC MI S     -   169,111.    4,158,392.      MT  (+/- 10 meters HH2 GPS)
 OJ0013
 OJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8397162464(NAD 83)
 OJ0013
 OJ0013                          SUPERSEDED SURVEY CONTROL
 OJ0013
 OJ0013  NGVD 29 (11/26/84)  178.958  (m)          587.13   (f) ADJUSTED    1 0
 OJ0013
 OJ0013.Superseded values are not recommended for survey control.
 OJ0013
 OJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0013.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0013
 OJ0013_MARKER: B = BOLT
 OJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0013_PROJECTION: RECESSED 7 CENTIMETERS
 OJ0013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0013+STABILITY: SURFACE MOTION
 OJ0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0013+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 OJ0013
 OJ0013  HISTORY     - Date     Condition        Report By
 OJ0013  HISTORY     - 1924     MONUMENTED       USLS
 OJ0013  HISTORY     - 1970     GOOD             USLS
 OJ0013  HISTORY     - 1980     GOOD             NGS
 OJ0013  HISTORY     - 19941019 GOOD             NOS
 OJ0013  HISTORY     - 19951021 GOOD             NOS
 OJ0013  HISTORY     - 20020505 GOOD             USPSQD
 OJ0013  HISTORY     - 20050804 GOOD             NGS
 OJ0013  HISTORY     - 20060417 GOOD             MIDT
 OJ0013  HISTORY     - 20081104 GOOD             MIDT
 OJ0013  HISTORY     - 20220923 GOOD             CO-OPS
 OJ0013  HISTORY     - 20240105 GOOD             MCA
 OJ0013
 OJ0013                          STATION DESCRIPTION
 OJ0013
 OJ0013'DESCRIBED BY US LAKE SURVEY 1970
 OJ0013'AT PORT HURON.
 OJ0013'GARDEN IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT FORT
 OJ0013'GRATIOT LIGHTHOUSE, 138 FEET NORTH OF CENTERLINE OF THE COAST
 OJ0013'GUARD STATION ENTRANCE DRIVEWAY, 158.5 FEET WEST OF SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHT TOWER, 49.1 FEET
 OJ0013'EAST OF END OF CONCRETE WALL FLUSH WITH THE GROUND SURFACE WHICH
 OJ0013'IS APPROXMATELY 10 FEET FROM A CYCLONE FENCE ALONG THE PROPERTY
 OJ0013'LINE, 50.5 FEET SOUTH OF A LONE 14-INCH MAPLE, 41.7 FEET WEST
 OJ0013'OF WESTERLY OF 3 OAKS IN A LINE, 1/4-FOOT BELOW THE GROUND
 OJ0013'SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS BOLT SET INTO
 OJ0013'TOP OF A 7-INCH DIAMETER CONCRETE POST, MARKED USBM.  BM GARDEN
 OJ0013'1924
 OJ0013
 OJ0013                          STATION RECOVERY (1980)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0013'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD
 OJ0013'STREETS, ON THE PROPERTY OF THE U S COAST GUARD SET IN THE LAWN
 OJ0013'ABOUT 200 FEET NORTH OF THE HEADQUARTERS BUILDING,48.3 METERS
 OJ0013'(158.5 FEET) WEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK HOUSE
 OJ0013'NEAR THE LIGHTHOUSE, 42.0 METERS (138.0 FEET) NORTH OF THE CENTER
 OJ0013'OF THE ENTRANCE TO THE COAST GUARD STATION, 15.4 METERS (50.5 FEET)
 OJ0013'SOUTH OF A LONE 24-INCH MAPLE TREE.
 OJ0013'THE MARK IS 0.06 M BELOW GROUND.
 OJ0013
 OJ0013                          STATION RECOVERY (1994)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0013'GARDEN IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0013'JUNCTION OF OMAR AND GARFIELD STREETS, ON THE PROPERTY OF THE U S
 OJ0013'COAST GUARD SET IN THE LAWN ABOUT 61.0 METERS (200.1 FT) NORTH OF THE
 OJ0013'HEADQUARTERS BUILDING, 48.3 METERS (158.5 FT) WEST OF THE SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHTHOUSE, 42.0 METERS (137.8
 OJ0013'FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE COAST GUARD STATION,
 OJ0013'15.4 METERS (50.5 FT) SOUTH OF A LONE 24-INCH MAPLE TREE, 12.71 METERS
 OJ0013'(41.70 FT) WEST OF OAK TREE, 0.07 METER (0.23 FT) BELOW THE GROUND
 OJ0013'SURFACE, BEING HIGHEST POINT ON TO OF A BRASS BOLT SET INTO THE TOP OF
 OJ0013'A 7-INCH DIAMETER CONCETE POST WITH CHISLELED LETTERS USBM..
 OJ0013
 OJ0013                          STATION RECOVERY (1995)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0013'GARDEN IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0013'JUNCTION OF OMAR AND GARFIELD STREETS, ON THE PROPERTY OF THE U S
 OJ0013'COAST GUARD SET IN THE LAWN ABOUT 61.0 METERS (200.1 FT) NORTH OF THE
 OJ0013'HEADQUARTERS BUILDING, 48.3 METERS (158.5 FT) WEST OF THE SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHTHOUSE, 42.0 METERS (137.8
 OJ0013'FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE COAST GUARD STATION,
 OJ0013'62.2 FT (19.0 M) EAST OF A CYCLONE FENCE AT THE INTERSECTION OF THE
 OJ0013'RETAINING WALL.60.3 FT WEST OF A 24 INCH OAK TREE FROM ITS CENTER.15.4
 OJ0013'METERS SOUTH OF A LONE 24-INCH MAPLE TREE, 48.6 FT (14.8 M) EAST PF A
 OJ0013'CONCRETE RETAINING WALL WHICH IS FLUSH WITH THE GROUND.  0.07 METER
 OJ0013'(0.23 FT) BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TO OF A
 OJ0013'BRASS BOLT SET INTO THE TOP OF A 7-INCH DIAMETER CONCETE POST WITH
 OJ0013'CHISLELED LETTERS USBM.
 OJ0013
 OJ0013                          STATION RECOVERY (2002)
 OJ0013
 OJ0013'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0013'MARK IS IDENTIFIED WITH AN ORANGE MARKER.
 OJ0013
 OJ0013                          STATION RECOVERY (2005)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0013'RECOVERED IN GOOD CONDITION.
 OJ0013
 OJ0013                          STATION RECOVERY (2006)
 OJ0013
 OJ0013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0013'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. 0.40 METERS (1.3
 OJ0013'FEET) WEST OF A CARSONITE WITNESS POST.
 OJ0013
 OJ0013                          STATION RECOVERY (2008)
 OJ0013
 OJ0013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2008 (AWS)
 OJ0013'RECOVERED AS DESCRIBED.
 OJ0013
 OJ0013                          STATION RECOVERY (2022)
 OJ0013
 OJ0013'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (JMM)
 OJ0013'RECOVERED IN GOOD CONDITION.
 OJ0013
 OJ0013                          STATION RECOVERY (2024)
 OJ0013
 OJ0013'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 OJ0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0003 ***********************************************************************
 RJ0003  DESIGNATION -  GARDEN
 RJ0003  PID         -  RJ0003
 RJ0003  STATE/COUNTY-  MI/CHIPPEWA
 RJ0003  COUNTRY     -  US
 RJ0003  USGS QUAD   -  PAYMENT (2017)
 RJ0003
 RJ0003                         *CURRENT SURVEY CONTROL
 RJ0003  ______________________________________________________________________
 RJ0003* NAD 83(1986) POSITION- 46 31 38.     (N) 084 09 13.     (W)   SCALED
 RJ0003* NAVD 88 ORTHO HEIGHT -   177.661 (meters)      582.88  (feet) ADJUSTED
 RJ0003  ______________________________________________________________________
 RJ0003  GEOID HEIGHT    -        -36.764 (meters)                     GEOID18
 RJ0003  DYNAMIC HEIGHT  -        177.670 (meters)      582.91  (feet) COMP
 RJ0003  MODELED GRAVITY -    980,660.2   (mgal)                       NAVD 88
 RJ0003
 RJ0003  VERT ORDER      -  FIRST     CLASS I
 RJ0003
 RJ0003.The horizontal coordinates were scaled from a map and have
 RJ0003.an estimated accuracy of +/- 6 seconds.
 RJ0003
 RJ0003.The orthometric height was determined by differential leveling and
 RJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0003.in June 1991.
 RJ0003
 RJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0003.GEOID18 height accuracy estimate available here.
 RJ0003
 RJ0003.Click photographs - Photos may exist for this station.
 RJ0003
 RJ0003.The dynamic height is computed by dividing the NAVD 88
 RJ0003.geopotential number by the normal gravity value computed on the
 RJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0003.degrees latitude (g = 980.6199 gals.).
 RJ0003
 RJ0003.The modeled gravity was interpolated from observed gravity values.
 RJ0003
 RJ0003;                    North         East    Units  Estimated Accuracy
 RJ0003;SPC MI N     -   197,740.    8,218,320.      MT  (+/- 180 meters Scaled)
 RJ0003
 RJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182565(NAD 83)
 RJ0003
 RJ0003                          SUPERSEDED SURVEY CONTROL
 RJ0003
 RJ0003  NGVD 29 (??/??/92)  177.650  (m)          582.84   (f) ADJ UNCH    1 1
 RJ0003
 RJ0003.Superseded values are not recommended for survey control.
 RJ0003
 RJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0003
 RJ0003_MARKER: Z = SEE DESCRIPTION
 RJ0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0003_SP_SET: IRON ROD
 RJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0003
 RJ0003  HISTORY     - Date     Condition        Report By
 RJ0003  HISTORY     - UNK      MONUMENTED       USLS
 RJ0003  HISTORY     - 1969     GOOD             USLS
 RJ0003  HISTORY     - 1983     GOOD             NGS
 RJ0003
 RJ0003                          STATION DESCRIPTION
 RJ0003
 RJ0003'DESCRIBED BY US LAKE SURVEY 1969
 RJ0003'AT SUGAR ISLAND.
 RJ0003'GARDEN IS ON NORTHEAST END OF SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN,
 RJ0003'FROM FERRY DOCK PROCEED EAST ON PAVED ROAD 6.9 MILES TO CURVE, THEN
 RJ0003'NORTH 3.4 MILES, THEN WEST 0.4 MILE TO HAMILTONS LODGE ON NORTH SIDE
 RJ0003'OF ROAD, 43.0 FEET NORTHEAST OF REFERENCE MONUMENT NO. 27, 22.6
 RJ0003'FEET SOUTHWEST OF NORTHWEST CORNER OF BOATHOUSE, 21.0 FEET NORTH
 RJ0003'OF 36-INCH PINE, 8.5 FEET WEST OF SOUTHWEST CORNER AND IN LINE WITH
 RJ0003'SOUTH FACE OF BOATHOUSE, 1-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0003'HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD, 7 FEET LONG.
 RJ0003
 RJ0003                          STATION RECOVERY (1983)
 RJ0003
 RJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0846 ***********************************************************************
 QK0846  DESIGNATION -  GARDEN
 QK0846  PID         -  QK0846
 QK0846  STATE/COUNTY-  MI/CHARLEVOIX
 QK0846  COUNTRY     -  US
 QK0846  USGS QUAD   -  GARDEN ISLAND WEST (2017)
 QK0846
 QK0846                         *CURRENT SURVEY CONTROL
 QK0846  ______________________________________________________________________
 QK0846* NAD 83(1994) POSITION- 45 49 19.26855(N) 085 31 13.90501(W)   ADJUSTED
 QK0846* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QK0846  ______________________________________________________________________
 QK0846  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 QK0846  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 QK0846  HORZ ORDER      -  FIRST
 QK0846
 QK0846.The horizontal coordinates were established by classical geodetic methods
 QK0846.and adjusted by the National Geodetic Survey in February 1997.
 QK0846
 QK0846.The orthometric height was scaled from a topographic map.
 QK0846
 QK0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0846.GEOID18 height accuracy estimate available here.
 QK0846
 QK0846.Click photographs - Photos may exist for this station.
 QK0846
 QK0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0846
 QK0846. The following values were computed from the NAD 83(1994) position.
 QK0846
 QK0846;                    North         East     Units Scale Factor Converg.
 QK0846;SPC MI C     -   279,044.572 5,910,332.142   MT  1.00003051   -0 48 54.3
 QK0846;SPC MI C     -   915,500.56 19,390,853.48   iFT  1.00003051   -0 48 54.3
 QK0846;UTM  16      - 5,075,337.148   614,925.255   MT  0.99976238   +1 03 40.2
 QK0846
 QK0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0846!SPC MI C     -   0.99997757  x   1.00003051  =   1.00000808
 QK0846!UTM  16      -   0.99997757  x   0.99976238  =   0.99973996
 QK0846
 QK0846:                Primary Azimuth Mark                     Grid Az
 QK0846:SPC MI C     -  HOG ISLAND                               101 12 00.8
 QK0846:UTM  16      -  HOG ISLAND                               099 19 26.3
 QK0846
 QK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1492575337(NAD 83)
 QK0846
 QK0846|---------------------------------------------------------------------|
 QK0846| PID    Reference Object                     Distance      Geod. Az  |
 QK0846|                                                           dddmmss.s |
 QK0846| QK0807 HOG ISLAND                          APPROX.12.9 KM 1002306.5 |
 QK0846|---------------------------------------------------------------------|
 QK0846
 QK0846                          SUPERSEDED SURVEY CONTROL
 QK0846
 QK0846  NAD 83(1986)-  45 49 19.26368(N)    085 31 13.90185(W) AD(       ) 1
 QK0846  NAD 27      -  45 49 19.27078(N)    085 31 13.56649(W) AD(       ) 1
 QK0846
 QK0846.Superseded values are not recommended for survey control.
 QK0846
 QK0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0846.See file dsdata.pdf to determine how the superseded data were derived.
 QK0846
 QK0846_MARKER: N = NAIL
 QK0846_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QK0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0846
 QK0846  HISTORY     - Date     Condition        Report By
 QK0846  HISTORY     - 1903     MONUMENTED       USLS
 QK0846  HISTORY     - 1919     GOOD             CGS
 QK0846
 QK0846                          STATION DESCRIPTION
 QK0846
 QK0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 QK0846'ON GARDEN ISLAND OF BEAVER ISLAND GROUP IN NORTHERN LAKE MICHIGAN, ON
 QK0846'TOP OF HILL NEAR
 QK0846'NORTHWEST CORNER OF ISLAND, IN EDGE OF OLD CLEARING WHICH HAS GROWN
 QK0846'UP TO BRUSH AND SMALL TREES,
 QK0846'29.5 FEET S. 80 DEG E. FROM SMALL BLAZED POPLAR TREE, 70
 QK0846'FEET S. 10 DEG W. FROM SMALL BLAZED BALSAM
 QK0846'TREE, AND 39.1 FEET N. 65 DEG W. FROM SMALL
 QK0846'BLAZED BIRCH TREE.  MARKED BY NAIL CEMENTED INTO ROCK 3 FEET
 QK0846'BELOW SURFACE OF GROUND.
 QK0846'REFERENCE MARK IS CONCRETE MONUMENT, 56.5 FEET FROM STATION, 25
 QK0846'FEET FROM EDGE OF BLUFF, AND ON LINE TO AN ISLAND LIGHTHOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0624 ***********************************************************************
 QL0624  DESIGNATION -  GARDEN
 QL0624  PID         -  QL0624
 QL0624  STATE/COUNTY-  MI/DELTA
 QL0624  COUNTRY     -  US
 QL0624  USGS QUAD   -  DEVILS CORNER (2017)
 QL0624
 QL0624                         *CURRENT SURVEY CONTROL
 QL0624  ______________________________________________________________________
 QL0624* NAD 83(1994) POSITION- 45 44 51.89067(N) 086 33 13.61810(W)   ADJUSTED
 QL0624* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 QL0624  ______________________________________________________________________
 QL0624  GEOID HEIGHT    -        -35.912 (meters)                     GEOID18
 QL0624  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 QL0624  HORZ ORDER      -  SECOND
 QL0624
 QL0624.The horizontal coordinates were established by classical geodetic methods
 QL0624.and adjusted by the National Geodetic Survey in February 1997.
 QL0624
 QL0624.The orthometric height was scaled from a topographic map.
 QL0624
 QL0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0624.GEOID18 height accuracy estimate available here.
 QL0624
 QL0624.Click photographs - Photos may exist for this station.
 QL0624
 QL0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0624
 QL0624. The following values were computed from the NAD 83(1994) position.
 QL0624
 QL0624;                    North         East     Units Scale Factor Converg.
 QL0624;SPC MI N     -   107,287.418 8,034,720.154   MT  0.99994656   +0 19 21.1
 QL0624;SPC MI N     -   351,992.84 26,360,630.43   iFT  0.99994656   +0 19 21.1
 QL0624;UTM  16      - 5,066,117.928   534,708.296   MT  0.99961481   +0 19 10.6
 QL0624
 QL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0624!SPC MI N     -   0.99997475  x   0.99994656  =   0.99992131
 QL0624!UTM  16      -   0.99997475  x   0.99961481  =   0.99958957
 QL0624
 QL0624:                Primary Azimuth Mark                     Grid Az
 QL0624:SPC MI N     -  GARDEN AZ MK                             359 37 25.1
 QL0624:UTM  16      -  GARDEN AZ MK                             359 37 35.6
 QL0624
 QL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3470866117(NAD 83)
 QL0624
 QL0624|---------------------------------------------------------------------|
 QL0624| PID    Reference Object                     Distance      Geod. Az  |
 QL0624|                                                           dddmmss.s |
 QL0624| CH1164 GARDEN RM 1                          25.040 METERS 22049     |
 QL0624| CH1165 GARDEN RM 2                          25.686 METERS 31848     |
 QL0624| CH1163 GARDEN AZ MK                                       3595646.2 |
 QL0624|---------------------------------------------------------------------|
 QL0624
 QL0624                          SUPERSEDED SURVEY CONTROL
 QL0624
 QL0624  NAD 83(1986)-  45 44 51.88588(N)    086 33 13.61847(W) AD(       ) 2
 QL0624  NAD 27      -  45 44 51.95700(N)    086 33 13.11400(W) AD(       ) 2
 QL0624
 QL0624.Superseded values are not recommended for survey control.
 QL0624
 QL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0624.See file dsdata.pdf to determine how the superseded data were derived.
 QL0624
 QL0624_MARKER: DS = TRIANGULATION STATION DISK
 QL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0624_STAMPING: GARDEN 1954
 QL0624_MARK LOGO: CGS
 QL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0624+STABILITY: SURFACE MOTION
 QL0624
 QL0624  HISTORY     - Date     Condition        Report By
 QL0624  HISTORY     - 1954     MONUMENTED       CGS
 QL0624
 QL0624                          STATION DESCRIPTION
 QL0624
 QL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0624'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NAHMA AND 1-1/2
 QL0624'MILES SOUTH OF GARDEN.  IT IS
 QL0624'32 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE 481, 27 FEET
 QL0624'SOUTH OF A FENCE AND 4 FEET EAST OF A
 QL0624'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QL0624'STAMPED GARDEN 1954.
 QL0624'
 QL0624'REFERENCE MARK NO 1 IS 23 FEET WEST OF THE APPROXIMATE CENTER OF
 QL0624'COUNTY ROUTE 481 AND 10 FEET
 QL0624'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN NO 1 1954.
 QL0624'
 QL0624'REFERENCE MARK NO 2 IS 26 FEET WEST OF THE APPROXIMATE CENTER OF
 QL0624'COUNTY ROUTE 481 AND 9 FEET
 QL0624'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN NO 2 1954.
 QL0624'
 QL0624'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 QL0624'ROUTE 481, 8 FEET WEST OF A
 QL0624'FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 QL0624'INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN 1954.
 QL0624'
 QL0624'TO REACH FROM THE POST OFFICE IN GARDEN, GO SOUTH ON COUNTY ROUTE 483
 QL0624'FOR 0.55 MILE TO THE
 QL0624'JUNCTION OF COUNTY ROUTE 483 AND COUNTY ROUTE 481.  HERE CONTINUE
 QL0624'SOUTH ON COUNTY ROUTE 481 FOR 0.75
 QL0624'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 QL0624'COUNTY ROUTE 481 FOR 0.6 MILE AND THE
 QL0624'STATION ON THE LEFT.
 QL0624'
 QL0624'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1058 ***********************************************************************
 RJ1058  DESIGNATION -  GARDEN
 RJ1058  PID         -  RJ1058
 RJ1058  STATE/COUNTY-  MI/CHIPPEWA
 RJ1058  COUNTRY     -  US
 RJ1058  USGS QUAD   -  SHALLOWS (2017)
 RJ1058
 RJ1058                         *CURRENT SURVEY CONTROL
 RJ1058  ______________________________________________________________________
 RJ1058* NAD 83(1994) POSITION- 46 29 32.01953(N) 084 22 57.15243(W)   ADJUSTED
 RJ1058* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 RJ1058  ______________________________________________________________________
 RJ1058  GEOID HEIGHT    -        -36.599 (meters)                     GEOID18
 RJ1058  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 RJ1058  HORZ ORDER      -  THIRD
 RJ1058
 RJ1058.The horizontal coordinates were established by classical geodetic methods
 RJ1058.and adjusted by the National Geodetic Survey in February 1997.
 RJ1058
 RJ1058.The orthometric height was scaled from a topographic map.
 RJ1058
 RJ1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1058.GEOID18 height accuracy estimate available here.
 RJ1058
 RJ1058.Click photographs - Photos may exist for this station.
 RJ1058
 RJ1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1058
 RJ1058. The following values were computed from the NAD 83(1994) position.
 RJ1058
 RJ1058;                    North         East     Units Scale Factor Converg.
 RJ1058;SPC MI N     -   193,251.328 8,200,896.738   MT  0.99990934   +1 53 30.7
 RJ1058;SPC MI N     -   634,026.67 26,905,829.19   iFT  0.99990934   +1 53 30.7
 RJ1058;SPC MI C     -   352,914.207 5,998,780.827   MT  1.00028033   -0 00 40.4
 RJ1058;SPC MI C     - 1,157,855.01 19,681,039.46   iFT  1.00028033   -0 00 40.4
 RJ1058;UTM  16      - 5,152,068.550   700,867.530   MT  1.00009598   +1 53 56.5
 RJ1058
 RJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1058!SPC MI N     -   0.99997563  x   0.99990934  =   0.99988497
 RJ1058!SPC MI C     -   0.99997563  x   1.00028033  =   1.00025596
 RJ1058!UTM  16      -   0.99997563  x   1.00009598  =   1.00007161
 RJ1058
 RJ1058:                Primary Azimuth Mark                     Grid Az
 RJ1058:SPC MI N     -  ACK                                      016 31 29.8
 RJ1058:SPC MI C     -  ACK                                      018 25 40.9
 RJ1058:UTM  16      -  ACK                                      016 31 04.0
 RJ1058
 RJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0086752068(NAD 83)
 RJ1058
 RJ1058|---------------------------------------------------------------------|
 RJ1058| PID    Reference Object                     Distance      Geod. Az  |
 RJ1058|                                                           dddmmss.s |
 RJ1058| RJ0865 ACK                                 APPROX. 1.5 KM 0182500.5 |
 RJ1058| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 0.5 KM 1441815.3 |
 RJ1058| CH1166 GARDEN RM 1                           4.633 METERS 15147     |
 RJ1058|---------------------------------------------------------------------|
 RJ1058
 RJ1058                          SUPERSEDED SURVEY CONTROL
 RJ1058
 RJ1058  NAD 83(1986)-  46 29 32.00144(N)    084 22 57.16255(W) AD(       ) 3
 RJ1058  NAD 27      -  46 29 31.93100(N)    084 22 57.01000(W) AD(       ) 3
 RJ1058
 RJ1058.Superseded values are not recommended for survey control.
 RJ1058
 RJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1058.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1058
 RJ1058_MARKER: Z = SEE DESCRIPTION
 RJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1058
 RJ1058  HISTORY     - Date     Condition        Report By
 RJ1058  HISTORY     - 1943     MONUMENTED       IBC
 RJ1058  HISTORY     - 20100401 MARK NOT FOUND   INDIV
 RJ1058
 RJ1058                          STATION DESCRIPTION
 RJ1058
 RJ1058'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1058'ON S SHORE OF ASHMUN BAY, ABOUT 1-1/2 MILES W OF CENTER OF SAULT
 RJ1058'STE MARIE, ON THE N SIDE OF SOUTH STREET EXTENDED 27 FEET N OF CENTER
 RJ1058'OF ROADWAY, AND ABOUT 800 FEET E OF ROAD LEADING TO PITTSBURGH
 RJ1058'COAL COMPANY DOCK.  IT IS 30 FEET BACK FROM TOP OF BANK, ABOUT 20
 RJ1058'FEET ABOVE WATER, 28 FEET W OF TELEPHONE POLE, AND 9 FEET S OF
 RJ1058'ANOTHER POLE WHICH IS ON LINE TO STATION 2 (U S L S) ON DICK MOORE
 RJ1058'ISLAND.  A HOUSE IS ABOUT 150 FEET E OF STATION.
 RJ1058'
 RJ1058'THERE IS NO SURFACE STATION MARK.  THERE ARE TWO SUBSURFACE MARKS.
 RJ1058'ONE IS A ROUNDHEADED COPPER RIVET IN CONCRETE CYLINDER 8 INCHES
 RJ1058'IN DIAMETER 2 FEET BELOW SURFACE.  THE OTHER IS SHAFT OF 3 INCH
 RJ1058'DISK SET IN 7-INCH CYLINDER 1 FOOT BELOW SURFACE.
 RJ1058'
 RJ1058'REFERENCE MARK IS A COPPER RIVET SET IN CYLINDER OF CONCRETE 8
 RJ1058'INCHES IN DIAMETER 9 INCHES LONG 30 INCHES UNDERGROUND.  IT IS 4.633
 RJ1058'METERS (15.195 FEET) FROM STATION, S 28 DEG 13 MIN E.
 RJ1058
 RJ1058                          STATION RECOVERY (2010)
 RJ1058
 RJ1058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MTK)
 RJ1058'ALL REFERENCE MARKS ARE GONE.  IT APPEARS THAT A WATERMAIN INSTALLED
 RJ1058'IN 1968 MAY HAVE DISTURBED THE MARK.  THERE IS NO EVIDENCE OF REMAINS
 RJ1058'OF HOUSE TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0182 ***********************************************************************
 SG0182  DESIGNATION -  GARDENER
 SG0182  PID         -  SG0182
 SG0182  STATE/COUNTY-  MI/HOUGHTON
 SG0182  COUNTRY     -  US
 SG0182  USGS QUAD   -  AHMEEK (2017)
 SG0182
 SG0182                         *CURRENT SURVEY CONTROL
 SG0182  ______________________________________________________________________
 SG0182* NAD 83(1994) POSITION- 47 15 06.41461(N) 088 29 07.78533(W)   ADJUSTED
 SG0182* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 SG0182  ______________________________________________________________________
 SG0182  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 SG0182  LAPLACE CORR    -        -12.07  (seconds)                    DEFLEC18
 SG0182  HORZ ORDER      -  THIRD
 SG0182
 SG0182.The horizontal coordinates were established by classical geodetic methods
 SG0182.and adjusted by the National Geodetic Survey in February 1997.
 SG0182
 SG0182.The orthometric height was scaled from a topographic map.
 SG0182
 SG0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0182.GEOID18 height accuracy estimate available here.
 SG0182
 SG0182.Click photographs - Photos may exist for this station.
 SG0182
 SG0182.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0182
 SG0182. The following values were computed from the NAD 83(1994) position.
 SG0182
 SG0182;                    North         East     Units Scale Factor Converg.
 SG0182;SPC MI N     -   275,423.154 7,887,552.439   MT  1.00004551   -1 04 25.3
 SG0182;SPC MI N     -   903,619.27 25,877,796.72   iFT  1.00004551   -1 04 25.3
 SG0182;UTM  16      - 5,234,214.477   387,596.926   MT  0.99975527   -1 05 27.5
 SG0182
 SG0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0182!SPC MI N     -   0.99994796  x   1.00004551  =   0.99999347
 SG0182!UTM  16      -   0.99994796  x   0.99975527  =   0.99970324
 SG0182
 SG0182:                Primary Azimuth Mark                     Grid Az
 SG0182:SPC MI N     -  26 F 1 TAMARACK TANK                     100 13 13.4
 SG0182:UTM  16      -  26 F 1 TAMARACK TANK                     100 14 15.6
 SG0182
 SG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8759634214(NAD 83)
 SG0182
 SG0182|---------------------------------------------------------------------|
 SG0182| PID    Reference Object                     Distance      Geod. Az  |
 SG0182|                                                           dddmmss.s |
 SG0182| SG0172 26 F 1 TAMARACK TANK                APPROX. 1.3 KM 0990848.1 |
 SG0182|---------------------------------------------------------------------|
 SG0182
 SG0182                          SUPERSEDED SURVEY CONTROL
 SG0182
 SG0182  NAD 83(1986)-  47 15 06.41006(N)    088 29 07.75893(W) AD(       ) 3
 SG0182  NAD 27      -  47 15 06.68000(N)    088 29 07.31300(W) AD(       ) 3
 SG0182
 SG0182.Superseded values are not recommended for survey control.
 SG0182
 SG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0182.See file dsdata.pdf to determine how the superseded data were derived.
 SG0182
 SG0182_MARKER: DD = SURVEY DISK
 SG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0182_MARK LOGO: CGS+SS
 SG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0182+STABILITY: SURFACE MOTION
 SG0182
 SG0182  HISTORY     - Date     Condition        Report By
 SG0182  HISTORY     - 1934     MONUMENTED       MIGS
 SG0182  HISTORY     - 1962     GOOD             CGS
 SG0182  HISTORY     - 19951014 MARK NOT FOUND   USPSQD
 SG0182  HISTORY     - 20011001 MARK NOT FOUND   MIDT
 SG0182
 SG0182                          STATION DESCRIPTION
 SG0182
 SG0182'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0182'IN CALUMET, JUST OUTSIDE AND EAST OF THE CALUMET CEMETERY,
 SG0182'IN SEC. 15, T. 56 N., R. 33 W., 225.15 FEET N. 34 DEG E.
 SG0182'OF SOUTHEAST CORNER OF RECEIVING VAULT AT SOUTHEAST CORNER
 SG0182'OF CEMETERY AND 85.7 FEET N. 31 DEG W. FROM THE CENTER OF
 SG0182'A STONE FOUNTAIN.
 SG0182'
 SG0182'TO REACH FROM CALUMET, START FROM THE CORNER OF FIFTH (MAIN
 SG0182'NORTH-SOUTH BUSINESS STREET) AND PINE (EAST-WEST STREET ON
 SG0182'NORTHERLY EDGE OF TOWN) STREETS IN CALUMET, AND DRIVE 1.5
 SG0182'MILES WEST ON PINE STREET AND ITS CONTINUATION TO A POINT
 SG0182'ABREAST A STONE FOUNTAIN ON THE NORTH SIDE OF THE ROAD.
 SG0182'THE STATION IS 18 FEET NORTH FROM THE EDGE OF THE BANK NORTH
 SG0182'FROM THE FOUNTAIN.
 SG0182'
 SG0182'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0182'DISK SET IN CONCRETE.
 SG0182'
 SG0182'A SIGNAL SET ON EITHER TAMARACK TANK OR ON SWEDETOWN TANK
 SG0182'MAY BE USED AS AZIMUTH MARK FOR THIS STATION.
 SG0182
 SG0182                          STATION RECOVERY (1962)
 SG0182
 SG0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0182'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SG0182
 SG0182                          STATION RECOVERY (1995)
 SG0182
 SG0182'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0182'MARK NOT FOUND.
 SG0182
 SG0182                          STATION RECOVERY (2001)
 SG0182
 SG0182'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0182'MEASUREMENTS FROM THE REFERENCE OBJECTS (RECEIVING VAULT AND STONE
 SG0182'FOUNTAIN) PLACE THE MARK IN A BLACKTOP ROAD IN AN AREA OF THE CEMETERY
 SG0182'THAT IS USED FOR VETERANS MEMORIAL SERVICES ETC.  MARK ASSUMED
 SG0182'DESTROYED BY THE LANDSCAPING ACTIVITIES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0500 ***********************************************************************
 PL0500  DESIGNATION -  GARFIELD
 PL0500  PID         -  PL0500
 PL0500  STATE/COUNTY-  MI/KALKASKA
 PL0500  COUNTRY     -  US
 PL0500  USGS QUAD   -  SMITHVILLE (2017)
 PL0500
 PL0500                         *CURRENT SURVEY CONTROL
 PL0500  ______________________________________________________________________
 PL0500* NAD 83(1994) POSITION- 44 35 41.42586(N) 085 11 53.80121(W)   ADJUSTED
 PL0500* NAVD 88 ORTHO HEIGHT -   412.7   (meters)     1354.    (feet) VERTCON3
 PL0500  ______________________________________________________________________
 PL0500  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 PL0500  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 PL0500  HORZ ORDER      -  FIRST
 PL0500
 PL0500.The horizontal coordinates were established by classical geodetic methods
 PL0500.and adjusted by the National Geodetic Survey in February 1997.
 PL0500
 PL0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0500
 PL0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0500.GEOID18 height accuracy estimate available here.
 PL0500
 PL0500.Click photographs - Photos may exist for this station.
 PL0500
 PL0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0500
 PL0500. The following values were computed from the NAD 83(1994) position.
 PL0500
 PL0500;                    North         East     Units Scale Factor Converg.
 PL0500;SPC MI C     -   142,369.537 5,933,975.318   MT  0.99993111   -0 35 14.8
 PL0500;SPC MI C     -   467,091.66 19,468,422.96   iFT  0.99993111   -0 35 14.8
 PL0500;UTM  16      - 4,939,522.761   643,000.817   MT  0.99985148   +1 15 54.7
 PL0500
 PL0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0500!SPC MI C     -   0.99994058  x   0.99993111  =   0.99987169
 PL0500!UTM  16      -   0.99994058  x   0.99985148  =   0.99979207
 PL0500
 PL0500:                Primary Azimuth Mark                     Grid Az
 PL0500:SPC MI C     -  MOORES                                   132 56 07.8
 PL0500:UTM  16      -  MOORES                                   131 04 58.3
 PL0500
 PL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4300039522(NAD 83)
 PL0500
 PL0500|---------------------------------------------------------------------|
 PL0500| PID    Reference Object                     Distance      Geod. Az  |
 PL0500|                                                           dddmmss.s |
 PL0500| CH1167 GARFIELD RM 1                        22.565 METERS 09652     |
 PL0500| PL0504 MOORES                              APPROX.18.3 KM 1322053.0 |
 PL0500| PL0499 GARFIELD LOOKOUT TOWER                8.020 METERS 15122     |
 PL0500| CH1168 GARFIELD RM 2                        14.915 METERS 18226     |
 PL0500|---------------------------------------------------------------------|
 PL0500
 PL0500                          SUPERSEDED SURVEY CONTROL
 PL0500
 PL0500  NAD 83(1986)-  44 35 41.42448(N)    085 11 53.79781(W) AD(       ) 1
 PL0500  NAD 27      -  44 35 41.39587(N)    085 11 53.60476(W) AD(       ) 1
 PL0500  NGVD 29 (07/19/86)  412.8    (m)         1354.     (f) VERT ANG       
 PL0500
 PL0500.Superseded values are not recommended for survey control.
 PL0500
 PL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0500.See file dsdata.pdf to determine how the superseded data were derived.
 PL0500
 PL0500_MARKER: DS = TRIANGULATION STATION DISK
 PL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0500_STAMPING: GARFIELD 1931
 PL0500_MARK LOGO: CGS
 PL0500_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0500+STABILITY: SURFACE MOTION
 PL0500
 PL0500  HISTORY     - Date     Condition        Report By
 PL0500  HISTORY     - 1931     MONUMENTED       CGS
 PL0500  HISTORY     - 1955     GOOD             CGS
 PL0500  HISTORY     - 1980     GOOD             NGS
 PL0500  HISTORY     - 1980     GOOD             MIDH
 PL0500  HISTORY     - 19970924 GOOD             USPSQD
 PL0500  HISTORY     - 20010806 GOOD             NGS
 PL0500
 PL0500                          STATION DESCRIPTION
 PL0500
 PL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0500'ABOUT 9 MILES EAST-NORTHEAST OF FIFE LAKE, NEAR CENTER OF NE 1/4 SEC.
 PL0500'6, T. 25 N., R. 7 W., ON SAME LAND OCCUPIED BY GARFIELD FIRE LOOKOUT
 PL0500'TOWER.
 PL0500'
 PL0500'TO REACH FROM FIFE LAKE, FOLLOW ROUTE 131 EASTWARD 1.9 MILES FROM
 PL0500'RAILROAD STATION, THENCE RIGHT-HAND ROAD WHERE MAIN ROAD TURNS LEFT AT
 PL0500'SPRINGFIELD TOWN HALL, THENCE MAIN ROAD EASTERLY DIRECTION 5.9 MILES,
 PL0500'THENCE LEFT AND NORTH 1.7 MILES (CROSSING GRAVEL ROAD AT 1 MILE)  AND
 PL0500'TURN LEFT AT STATE FIRE TOWER SIGN AND FOLLOW WINDING ROAD 0.3 MILE TO
 PL0500'FIRE TOWER.
 PL0500'
 PL0500'STATION IS IN CLEARED PLACE, 8.02 METERS (26.3 FEET) NORTHWEST OF
 PL0500'CENTER OF GARFIELD FIRE LOOKOUT TOWER.  SURFACE AND UNDERGROUND MARKS
 PL0500'ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 PL0500'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0500'
 PL0500'NO. 1 IS 19.04 METERS (62.5 FEET) NORTHEAST OF FIRE TOWER, AND 22.598
 PL0500'METERS (74.14 FEET) FROM STATION IN AZIMUTH 276 DEG. 52 MIN.
 PL0500'
 PL0500'NO.2 IS 19.04 METERS (62.5 FEET) SOUTHWEST OF FIRE TOWER, AND 14.915
 PL0500'METERS (48.93 FEET) FROM STATION IN AZIMUTH 2 DEG. 26MIN.
 PL0500'
 PL0500'AZIMUTH FROM STATION TO GARFIELD, FIRE LOOKOUT TOWER, 8.02 METERS
 PL0500'(26.3 FEET) DISTANT, IS 331 DEG. 24 MIN.
 PL0500
 PL0500                          STATION RECOVERY (1955)
 PL0500
 PL0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 PL0500'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 PL0500
 PL0500                          STATION RECOVERY (1980)
 PL0500
 PL0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0500'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0500'CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED.  THE
 PL0500'DISTANCE TO REFERENCE MARK 2 CHECKED.  A DIFFERENCE OF 0.033 METER
 PL0500'SHORTER IN THE DISTANCE REFERENCE MARK 1 WAS NOTED.  A COMPLETE
 PL0500'DESCRIPTION FOLLOWS.
 PL0500'
 PL0500'THE STATION IS LOCATED ABOUT 31.5 KM (19.6 MI) NORTH OF LAKE CITY,
 PL0500'14.5 KM (9.0 MI) SOUTH OF KALKASKA, IN NE1/4,S6,T25N,R7W AND ON
 PL0500'PROPERTY OF MR. LAWRENCE LONG, C/O MR. WILLIAM C. LONG, 612 ADELAIDE,
 PL0500'FENTON, MI 48430.
 PL0500'
 PL0500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0500'HIGHWAYS 66 AND 77, 1 MILE SOUTH OF KALKASKA, GO EAST ON STATE
 PL0500'HIGHWAYS 66 AND 77 FOR 1.1 KM (0.7 MI) TO A CROSSROAD.  TURN RIGHT AND
 PL0500'GO SOUTH ON STATE HIGHWAY 66 FOR 7.7 KM (4.2 MI) TO A PAVED CROSSROAD
 PL0500'IN THE SMALL COMMUNITY OF LODI.  CONTINUE SOUTH ON STATE HIGHWAY 66
 PL0500'FOR 6.1 KM (3.8 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON SHARON
 PL0500'ROAD FOR 1.6 KM (1 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO
 PL0500'NORTHERLY ON A DIRT ROAD 1.2 KM (0.75 MI) TO THE TOP OF A RISE AND
 PL0500'NARROW WOODS ROAD LEADING TO THE LEFT.  TURN LEFT AND GO WEST FOR 0.2
 PL0500'KM (0.1 MI) TO A FORK, BEAR LEFT AND GO SOUTHWEST ON A WOODS ROAD FOR
 PL0500'0.08 KM (0.05 MI) TO A CLEARING AND THE STATION ON THE RIGHT.
 PL0500'
 PL0500'THE STATION IS A STANDARD CGS DISK STAMPED---GARFIELD 1931---, SET
 PL0500'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE PROJECTING
 PL0500'3 CM ABOVE THE GROUND.  IT IS LOCATED 8.2 METERS (26.9 FT) WEST FROM A
 PL0500'TRIANGLE BLAZED TREE AND 7.75 METERS (25.45 FT) NORTHWEST FROM THE
 PL0500'EAST PEDESTAL OF A FIRE TOWER.
 PL0500'
 PL0500'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED---GARFIELD NO
 PL0500'1 1931---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A
 PL0500'SIDE PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 15.4 METERS
 PL0500'(50.5 FT) NORTHEAST FROM THE EAST PEDESTAL AND 14.9 METERS (48.9 FT)
 PL0500'SOUTHEAST FROM A TRIANGLE BLAZED TREE.  MARK IS BELOW STATION 0.2
 PL0500'METES.
 PL0500'
 PL0500'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK STAMPED---GARFIELD NO
 PL0500'2 1931---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A
 PL0500'SIDE PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED 18.0 METERS
 PL0500'(59.0 FT) SOUTHWEST FROM A TRIANGLE BLAZED TREE AND 13.2 METERS
 PL0500'(43.3 FT) SOUTHWEST FROM THE EAST PEDESTAL.  MARK IS LEVEL WITH
 PL0500'STATION.
 PL0500'
 PL0500'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.  NO SUITABLE
 PL0500'LOCATION FOR A LONG REFERENCE MARK OR AN AZIMUTH MARK.
 PL0500'
 PL0500'THE OLD DATA MENTIONS AN UNDERGROUND MARK.
 PL0500
 PL0500                          STATION RECOVERY (1980)
 PL0500
 PL0500'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0500'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0500'CONDITION.
 PL0500
 PL0500                          STATION RECOVERY (1997)
 PL0500
 PL0500'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0500'RECOVERED IN GOOD CONDITION.
 PL0500
 PL0500                          STATION RECOVERY (2001)
 PL0500
 PL0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0261 ***********************************************************************
 QJ0261  DESIGNATION -  GARRITY
 QJ0261  PID         -  QJ0261
 QJ0261  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0261  COUNTRY     -  US
 QJ0261  USGS QUAD   -  PRESQUE ISLE (2017)
 QJ0261
 QJ0261                         *CURRENT SURVEY CONTROL
 QJ0261  ______________________________________________________________________
 QJ0261* NAD 83(1994) POSITION- 45 20 27.18364(N) 083 29 21.54579(W)   ADJUSTED
 QJ0261* NAVD 88 ORTHO HEIGHT -   179.4   (meters)      589.    (feet) VERTCON3
 QJ0261  ______________________________________________________________________
 QJ0261  GEOID HEIGHT    -        -36.956 (meters)                     GEOID18
 QJ0261  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 QJ0261  HORZ ORDER      -  THIRD
 QJ0261
 QJ0261.The horizontal coordinates were established by classical geodetic methods
 QJ0261.and adjusted by the National Geodetic Survey in February 1997.
 QJ0261
 QJ0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0261
 QJ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0261.GEOID18 height accuracy estimate available here.
 QJ0261
 QJ0261.Click photographs - Photos may exist for this station.
 QJ0261
 QJ0261.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0261
 QJ0261. The following values were computed from the NAD 83(1994) position.
 QJ0261
 QJ0261;                    North         East     Units Scale Factor Converg.
 QJ0261;SPC MI C     -   225,305.004 6,068,759.038   MT  0.99993675   +0 37 11.2
 QJ0261;SPC MI C     -   739,189.65 19,910,626.77   iFT  0.99993675   +0 37 11.2
 QJ0261;UTM  17      - 5,023,833.976   304,971.139   MT  1.00006769   -1 46 16.4
 QJ0261
 QJ0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0261!SPC MI C     -   0.99997767  x   0.99993675  =   0.99991442
 QJ0261!UTM  17      -   0.99997767  x   1.00006769  =   1.00004536
 QJ0261
 QJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0497123833(NAD 83)
 QJ0261
 QJ0261|---------------------------------------------------------------------|
 QJ0261| PID    Reference Object                     Distance      Geod. Az  |
 QJ0261|                                                           dddmmss.s |
 QJ0261| QJ0267 2 USE PTA                           354.357 METERS 19108     |
 QJ0261| QJ0268 PRESQUE ISLE F RGE LT               339.767 METERS 19309     |
 QJ0261|---------------------------------------------------------------------|
 QJ0261
 QJ0261                          SUPERSEDED SURVEY CONTROL
 QJ0261
 QJ0261  NAD 83(1986)-  45 20 27.17764(N)    083 29 21.54703(W) AD(       ) 3
 QJ0261  NAD 27      -  45 20 27.12636(N)    083 29 21.61286(W) AD(       ) 3
 QJ0261  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 QJ0261
 QJ0261.Superseded values are not recommended for survey control.
 QJ0261
 QJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0261.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0261
 QJ0261_MARKER: DD = SURVEY DISK
 QJ0261_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QJ0261_STAMPING: GARRITY 1909 S
 QJ0261_MARK LOGO: USLS
 QJ0261_PROJECTION: FLUSH
 QJ0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0261
 QJ0261  HISTORY     - Date     Condition        Report By
 QJ0261  HISTORY     - UNK      MONUMENTED       USLS
 QJ0261  HISTORY     - 1979     GOOD             NGS
 QJ0261  HISTORY     - 1980     GOOD             NOS
 QJ0261  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0261  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0261
 QJ0261                          STATION DESCRIPTION
 QJ0261
 QJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RCM)
 QJ0261'STATION IS LOCATED AT PRESQUE ISLE HARBOR ON A NECK
 QJ0261'OF LAND CONNECTING PRESQUE ISLE TO THE MAINLAND, ABOUT
 QJ0261'2.3 MILES NORTH OF THE TOWN OF PRESQUE ISLE.
 QJ0261'
 QJ0261'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0261'ISLE GO NORTH ON GRAND LAKE ROAD FOR 2.85 MILES AND THE
 QJ0261'AREA OF THE STATION ON THE LEFT.
 QJ0261'
 QJ0261'THE STATION IS A U S LAKE SURVEY STANDARD BRONZE DISK
 QJ0261'2 INCHES IN DIAMETER AND STAMPED---GARRITY 1909 S---,
 QJ0261'AND SET IN TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT
 QJ0261'ON SLOPING EASTERLY BANK OF A KNOLL,FLUSH WITH THE
 QJ0261'GROUND SURFACE.
 QJ0261'
 QJ0261'THE STATION IS 108 FEET NORTHEAST OF A WOODEN SIGN
 QJ0261'66.0 FEET EASTERLY OF REFERENCE MONUMENT NO.2,
 QJ0261'54.5 FEET SOUTHWEST OF GENERAL TELEPHONE CABLE SIGN
 QJ0261'ON A 6 FOOT METAL POST, AND 33 FEET NORTHWEST OF THE
 QJ0261'CENTERLINE OF GRAND LAKE ROAD.
 QJ0261'
 QJ0261'HEIGHT OF LIGHT ABOVE STATION WAS 1.54 METERS.
 QJ0261'
 QJ0261'DESCRIBED BY B.DECROIX.
 QJ0261
 QJ0261                          STATION RECOVERY (1980)
 QJ0261
 QJ0261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0261'THE STATION, GARRITY USLS, WAS RECOVERED IN GOOD CONDITION AS
 QJ0261'DESCRIBED IN 1979 DESCRIPTION.
 QJ0261'
 QJ0261'RECOVERED BY T KUCHCIAK.
 QJ0261'
 QJ0261'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.47 METERS.
 QJ0261
 QJ0261                          STATION RECOVERY (1997)
 QJ0261
 QJ0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0261'MARK NOT FOUND.
 QJ0261
 QJ0261                          STATION RECOVERY (1999)
 QJ0261
 QJ0261'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0640 ***********************************************************************
 QL0640  DESIGNATION -  GARTH RESET
 QL0640  PID         -  QL0640
 QL0640  STATE/COUNTY-  MI/DELTA
 QL0640  COUNTRY     -  US
 QL0640  USGS QUAD   -  RAPID RIVER (2017)
 QL0640
 QL0640                         *CURRENT SURVEY CONTROL
 QL0640  ______________________________________________________________________
 QL0640* NAD 83(1994) POSITION- 45 54 24.00205(N) 086 57 48.96340(W)   ADJUSTED
 QL0640* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QL0640  ______________________________________________________________________
 QL0640  GEOID HEIGHT    -        -35.533 (meters)                     GEOID18
 QL0640  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 QL0640  HORZ ORDER      -  SECOND
 QL0640
 QL0640.The horizontal coordinates were established by classical geodetic methods
 QL0640.and adjusted by the National Geodetic Survey in February 1997.
 QL0640
 QL0640.The orthometric height was scaled from a topographic map.
 QL0640
 QL0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0640.GEOID18 height accuracy estimate available here.
 QL0640
 QL0640.Click photographs - Photos may exist for this station.
 QL0640
 QL0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0640
 QL0640. The following values were computed from the NAD 83(1994) position.
 QL0640
 QL0640;                    North         East     Units Scale Factor Converg.
 QL0640;SPC MI N     -   124,852.808 8,002,824.115   MT  0.99992455   +0 01 34.7
 QL0640;SPC MI N     -   409,622.07 26,255,984.63   iFT  0.99992455   +0 01 34.7
 QL0640;UTM  16      - 5,083,678.311   502,823.198   MT  0.99960010   +0 01 34.1
 QL0640
 QL0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0640!SPC MI N     -   0.99997767  x   0.99992455  =   0.99990222
 QL0640!UTM  16      -   0.99997767  x   0.99960010  =   0.99957778
 QL0640
 QL0640:                Primary Azimuth Mark                     Grid Az
 QL0640:SPC MI N     -  PINE HILL                                135 52 38.7
 QL0640:UTM  16      -  PINE HILL                                135 52 39.3
 QL0640
 QL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0282383678(NAD 83)
 QL0640
 QL0640|---------------------------------------------------------------------|
 QL0640| PID    Reference Object                     Distance      Geod. Az  |
 QL0640|                                                           dddmmss.s |
 QL0640| CH1169 GARTH AZ MK                                        0840500.0 |
 QL0640| CH1170 GARTH RM 1                           24.960 METERS 13257     |
 QL0640| QL0636 PINE HILL                           APPROX. 7.2 KM 1355413.4 |
 QL0640| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX. 8.6 KM 2211400.1 |
 QL0640| QL0464 GLADSTONE REA RADIO MAST            APPROX. 8.4 KM 2222808.2 |
 QL0640| CH1171 GARTH RM 2                           27.668 METERS 31218     |
 QL0640|---------------------------------------------------------------------|
 QL0640
 QL0640                          SUPERSEDED SURVEY CONTROL
 QL0640
 QL0640  NAD 83(1986)-  45 54 23.99849(N)    086 57 48.96097(W) AD(       ) 2
 QL0640  NAD 27      -  45 54 24.11700(N)    086 57 48.45000(W) AD(       ) 2
 QL0640
 QL0640.Superseded values are not recommended for survey control.
 QL0640
 QL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0640.See file dsdata.pdf to determine how the superseded data were derived.
 QL0640
 QL0640_MARKER: Z = SEE DESCRIPTION
 QL0640_SETTING: 0 = UNSPECIFIED SETTING
 QL0640
 QL0640  HISTORY     - Date     Condition        Report By
 QL0640  HISTORY     - 1903     MONUMENTED       USLS
 QL0640  HISTORY     - 1954     GOOD             CGS
 QL0640  HISTORY     - 1971     GOOD             NGS
 QL0640
 QL0640                          STATION DESCRIPTION
 QL0640
 QL0640'DESCRIBED BY US LAKE SURVEY 1903
 QL0640'ON WEST END OF PROMINENT PENINSULA, AT EXTREME NORTHERLY END OF LITTLE
 QL0640'BAY DE NOC, OPPOSITE MASONVILLE, 100 FEET NORTHEAST OF SOUTH SHORE OF
 QL0640'PENINSULA, 600 FEET FROM NORTH SHORE, 825 FEET FROM EXTREME END OF
 QL0640'POINT, 2,250 FEET FROM SAWDUST BURNER AT GARTH SAWMILL, 2,375 FEET
 QL0640'FROM SAWMILL, AND 250 FEET FROM WEST EDGE OF BRUSH.  ABANDONED VILLAGE
 QL0640'OF GARTH IS ON EAST END OF PENINSULA.  MARKED BY BOLT IN CONCRETE
 QL0640'BLOCK 6 BY 6 BY 18 INCHES, PROJECTING ABOUT 1 INCH ABOVE SURFACE OF
 QL0640'GROUND, AND MARKED U.S. 1903.
 QL0640
 QL0640                          STATION RECOVERY (1954)
 QL0640
 QL0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0640'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO LOCAL
 QL0640'CHANGES AN NEW DESCRIPTION FOLLOWS.  THE 1942 DESCRIPTION WAS NOT
 QL0640'AVAILABLE.  TWO REFERENCE MARKS AND A AZIMUTH MARK WAS SET.
 QL0640'
 QL0640'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF RAPID RIVER, 4-1/2
 QL0640'MILES NORTHEAST OF GLADSTONE AND 12 MILES NORTH-NORTHEAST OF ESCANABA.
 QL0640'ITS ABOUT 100 FEET NORTH OF SHORE LINE, 130 FEET NORTH-NORTHWEST OF A
 QL0640'TRIANGLE BLAZED PINE TREE AND 6 FEET WEST OF 4 SMALL BIRCH TREES.  THE
 QL0640'MARK IS A 12 INCH CONCRETE CYLINDER POST WHICH PROJECTS ABOUT 6 INCHES
 QL0640'AND HAS A U.S. LAKE SURVEY DISK SET IN APPROXIMATE CENTER.  IT IS
 QL0640'STAMPED GARTH USLS 1903 1942.
 QL0640'
 QL0640'REFERENCE MARK NO 1 IS 55 FEET WEST-NORTHWEST OF A TRIANGLE BLAZED
 QL0640'PINE TREE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 QL0640'GARTH NO 1 1954.  NOTE 11A.
 QL0640'
 QL0640'REFERENCE MARK NO 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0640'GARTH NO 2 1954.  NOTE 11A.
 QL0640'
 QL0640'AZIMUTH MARK IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 9
 QL0640'FEET NORTHEAST OF A TRACK ROAD, 3 FEET WEST OF A WHITE WITNESS POST
 QL0640'AND 70 FEET EAST OF A HIGHLINE POLE.  THE MARK IS SET FLUSH WITH THE
 QL0640'SURFACE OF THE GROUND AND THE DISK IS STAMPED GARTH 1954.  NOTE 16A.
 QL0640'
 QL0640'TO REACH FROM THE TRAFFIC LIGHT IN RAPID RIVER GO EAST ON U.S. HIGHWAY
 QL0640'2 FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON
 QL0640'BLACK TOP ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND SIGN GARTH POINT,
 QL0640'TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 1.2 MILES (THERE ARE
 QL0640'SEVERAL TRACK ROADS GOING WESTERLY BUT THEY ALL LEAD TO LAST CABIN ON
 QL0640'THE POINT) TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  FROM HERE GO
 QL0640'SOUTHWESTERLY FOR 0.2 MILE TO STATION, AS DESCRIBED.
 QL0640
 QL0640                          STATION RECOVERY (1971)
 QL0640
 QL0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QL0640'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 QL0640'SEARCH WAS MADE FOR THE AZIMUTH MARK BUT NOTHING WAS FOUND AND THE
 QL0640'MARK IS ASSUMED TO HAVE BEEN DESTROYED BY ROAD GRADING.  DUE TO THE
 QL0640'STATION MARK BEING IN A FLOWER BED IT WAS NOT OCCUPIED AT THIS TIME.
 QL0640'A NEW DESCRIPTION FOLLOWS-
 QL0640'
 QL0640'THE STATION IS LOCATED ABOUT 100 FEET NORTHEAST OF SHORELINE, 130 FEET
 QL0640'NORTHWEST OF A TRIANGULAR BLAZED PINE TREE, 8 FEET SOUTHEAST OF THE
 QL0640'SOUTHEAST CORNER OF CONCRETE PORCH OF HOUSE OF MR. ERNEST PARKER AND 3
 QL0640'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE HOUSE.  THE STATION MARK
 QL0640'IS A STANDARD USLS DISK STAMPED GARTH 1903 1942 SET IN THE TOP OF A
 QL0640'ROUND CONCRETE POST PROJECTING ABOUT 12 INCHES.
 QL0640'
 QL0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND CO. RD.
 QL0640'513 (ABOUT 3 MILES EAST OF RAPID RIVER), GO SOUTHERLY ON PAVED ROAD
 QL0640'(CO.  RD. 513) FOR 0.7 MILE TO A SIDE ROAD RIGHT AND SIGN GARTH POINT.
 QL0640'TURN RIGHT ON THE PAVED ROAD AND GO WEST FOR 1.2 MILES TO A DRIVEWAY
 QL0640'LEFT. TURN LEFT AND GO WESTERLY ON THE DRIVEWAY ABOUT 300 FEET TO THE
 QL0640'HOME OF MR. ERNEST PARKER AND THE STATION AT THE REAR OF THE HOUSE.
 QL0640'
 QL0640'REFERENCE MARK 1 IS 55 FEET NORTHWEST OF THE PINE TREE AND 6 INCHES
 QL0640'UNDERGROUND.  THE MARK IS SQUARE CONCRETE WITH A STANDARD USC AND GS
 QL0640'DISK SET IN THE TOP AND STAMPED GARTH NO 1 1954.
 QL0640'
 QL0640'REFERENCE MARK 2 IS 44 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 QL0640'CONCRETE PORCH.  THE MARK IS SQUARE CONCRETE WITH A STANDARD USC AND
 QL0640'GS DISK SET IN THE TOP AND STAMPED GARTH NO 2 1954.  THE MONUMENT
 QL0640'PROJECTS 8 INCHES.
 QL0640'
 QL0640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 QL0640'SOUTH OF RAPID RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0502 ***********************************************************************
 OJ0502  DESIGNATION -  GAS ISLAND
 OJ0502  PID         -  OJ0502
 OJ0502  STATE/COUNTY-  MI/HURON
 OJ0502  COUNTRY     -  US
 OJ0502  USGS QUAD   -  RUSH LAKE (2017)
 OJ0502
 OJ0502                         *CURRENT SURVEY CONTROL
 OJ0502  ______________________________________________________________________
 OJ0502* NAD 83(1986) POSITION- 43 59 09.     (N) 083 09 54.     (W)   SCALED
 OJ0502* NAVD 88 ORTHO HEIGHT -   183.523 (meters)      602.11  (feet) ADJUSTED
 OJ0502  ______________________________________________________________________
 OJ0502  GEOID HEIGHT    -        -34.970 (meters)                     GEOID18
 OJ0502  DYNAMIC HEIGHT  -        183.496 (meters)      602.02  (feet) COMP
 OJ0502  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 OJ0502
 OJ0502  VERT ORDER      -  FIRST     CLASS 0
 OJ0502
 OJ0502.The horizontal coordinates were scaled from a map and have
 OJ0502.an estimated accuracy of +/- 6 seconds.
 OJ0502
 OJ0502.The orthometric height was determined by differential leveling and
 OJ0502.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0502.in June 1991.
 OJ0502
 OJ0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0502.GEOID18 height accuracy estimate available here.
 OJ0502
 OJ0502.Click photographs - Photos may exist for this station.
 OJ0502
 OJ0502.The dynamic height is computed by dividing the NAVD 88
 OJ0502.geopotential number by the normal gravity value computed on the
 OJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0502.degrees latitude (g = 980.6199 gals.).
 OJ0502
 OJ0502.The modeled gravity was interpolated from observed gravity values.
 OJ0502
 OJ0502;                    North         East    Units  Estimated Accuracy
 OJ0502;SPC MI S     -   276,830.    4,096,410.      MT  (+/- 180 meters Scaled)
 OJ0502
 OJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ263725(NAD 83)
 OJ0502
 OJ0502                          SUPERSEDED SURVEY CONTROL
 OJ0502
 OJ0502  NGVD 29 (??/??/92)  183.665  (m)          602.57   (f) ADJ UNCH    1 0
 OJ0502
 OJ0502.Superseded values are not recommended for survey control.
 OJ0502
 OJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0502.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0502
 OJ0502_MARKER: Z = SEE DESCRIPTION
 OJ0502_SETTING: 0 = UNSPECIFIED SETTING
 OJ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0502
 OJ0502  HISTORY     - Date     Condition        Report By
 OJ0502  HISTORY     - 1976     MONUMENTED       NOS
 OJ0502  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0502
 OJ0502                          STATION DESCRIPTION
 OJ0502
 OJ0502'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0502'7.0 MI NE FROM CASEVILLE.
 OJ0502'A DESCRIPTION WAS NOT FURNISHED FOR THIS BENCH MARK.
 OJ0502
 OJ0502                          STATION RECOVERY (1999)
 OJ0502
 OJ0502'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0005 ***********************************************************************
 RJ0005  DESIGNATION -  GATE SLIP GAGE 8
 RJ0005  PID         -  RJ0005
 RJ0005  STATE/COUNTY-  MI/CHIPPEWA
 RJ0005  COUNTRY     -  US
 RJ0005  USGS QUAD   -  SAULT STE. MARIE SOUTH OE N (2017)
 RJ0005
 RJ0005                         *CURRENT SURVEY CONTROL
 RJ0005  ______________________________________________________________________
 RJ0005* NAD 83(1986) POSITION- 46 30 01.     (N) 084 20 22.     (W)   SCALED
 RJ0005* NAVD 88 ORTHO HEIGHT -   178.931 (meters)      587.04  (feet) ADJUSTED
 RJ0005  ______________________________________________________________________
 RJ0005  GEOID HEIGHT    -        -36.646 (meters)                     GEOID18
 RJ0005  DYNAMIC HEIGHT  -        178.941 (meters)      587.08  (feet) COMP
 RJ0005  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 RJ0005
 RJ0005  VERT ORDER      -  FIRST     CLASS II
 RJ0005
 RJ0005.The horizontal coordinates were scaled from a map and have
 RJ0005.an estimated accuracy of +/- 6 seconds.
 RJ0005
 RJ0005.The orthometric height was determined by differential leveling and
 RJ0005.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0005.in June 1991.
 RJ0005
 RJ0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0005.GEOID18 height accuracy estimate available here.
 RJ0005
 RJ0005.Click photographs - Photos may exist for this station.
 RJ0005
 RJ0005.The dynamic height is computed by dividing the NAVD 88
 RJ0005.geopotential number by the normal gravity value computed on the
 RJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0005.degrees latitude (g = 980.6199 gals.).
 RJ0005
 RJ0005.The modeled gravity was interpolated from observed gravity values.
 RJ0005
 RJ0005;                    North         East    Units  Estimated Accuracy
 RJ0005;SPC MI N     -   194,260.    8,204,170.      MT  (+/- 180 meters Scaled)
 RJ0005
 RJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS041530(NAD 83)
 RJ0005
 RJ0005                          SUPERSEDED SURVEY CONTROL
 RJ0005
 RJ0005  NGVD 29 (??/??/92)  178.89   (m)          586.9    (f) COMPUTED    1 2
 RJ0005
 RJ0005.Superseded values are not recommended for survey control.
 RJ0005
 RJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0005.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0005
 RJ0005_MARKER: DD = SURVEY DISK
 RJ0005_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0005+WITH SETTING: INFORMATION.
 RJ0005_SP_SET: STEEL BAR
 RJ0005_MARK LOGO: USACE
 RJ0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0005
 RJ0005  HISTORY     - Date     Condition        Report By
 RJ0005  HISTORY     - UNK      MONUMENTED       USACE
 RJ0005  HISTORY     - 1935     GOOD             CGS
 RJ0005
 RJ0005                          STATION DESCRIPTION
 RJ0005
 RJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RJ0005'AT SAULT STE MARIE.
 RJ0005'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE U.S. GOVERNMENT
 RJ0005'SLIP, BELOW THE LOCKS, 4 FEET WEST OF THE SLIP, AND 27 FEET
 RJ0005'NORTH OF THE NORTHWEST CORNER OF THE BOATHOUSE.  THE UPPER SURFACE
 RJ0005'OF A SQUARE BRASS PLATE SET ON AN OFFSET FASTENED TO A  1-1/2
 RJ0005'INCH STEEL BAR ABOUT 2 FEET BELOW THE PAVEMENT, ACCESS TO WHICH IS
 RJ0005'HAD THROUGH A SMALL IRON COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0550 ***********************************************************************
 OJ0550  DESIGNATION -  GATE USLS
 OJ0550  PID         -  OJ0550
 OJ0550  STATE/COUNTY-  MI/BAY
 OJ0550  COUNTRY     -  US
 OJ0550  USGS QUAD   -  BAY CITY (2017)
 OJ0550
 OJ0550                         *CURRENT SURVEY CONTROL
 OJ0550  ______________________________________________________________________
 OJ0550* NAD 83(1986) POSITION- 43 33 54.     (N) 083 54 12.     (W)   SCALED
 OJ0550* NAVD 88 ORTHO HEIGHT -   178.671 (meters)      586.19  (feet) ADJUSTED
 OJ0550  ______________________________________________________________________
 OJ0550  GEOID HEIGHT    -        -34.499 (meters)                     GEOID18
 OJ0550  DYNAMIC HEIGHT  -        178.636 (meters)      586.07  (feet) COMP
 OJ0550  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 OJ0550
 OJ0550  VERT ORDER      -  FIRST     CLASS 0
 OJ0550
 OJ0550.The horizontal coordinates were scaled from a map and have
 OJ0550.an estimated accuracy of +/- 6 seconds.
 OJ0550
 OJ0550.The orthometric height was determined by differential leveling and
 OJ0550.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0550.in June 1991.
 OJ0550
 OJ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0550.GEOID18 height accuracy estimate available here.
 OJ0550
 OJ0550.Click photographs - Photos may exist for this station.
 OJ0550
 OJ0550.The dynamic height is computed by dividing the NAVD 88
 OJ0550.geopotential number by the normal gravity value computed on the
 OJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0550.degrees latitude (g = 980.6199 gals.).
 OJ0550
 OJ0550.The modeled gravity was interpolated from observed gravity values.
 OJ0550
 OJ0550;                    North         East    Units  Estimated Accuracy
 OJ0550;SPC MI S     -   229,490.    4,037,430.      MT  (+/- 180 meters Scaled)
 OJ0550
 OJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ655276(NAD 83)
 OJ0550
 OJ0550                          SUPERSEDED SURVEY CONTROL
 OJ0550
 OJ0550  NGVD 29 (??/??/92)  178.817  (m)          586.67   (f) ADJ UNCH    1 0
 OJ0550
 OJ0550.Superseded values are not recommended for survey control.
 OJ0550
 OJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0550.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0550
 OJ0550_MARKER: I = METAL ROD
 OJ0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0550_PROJECTION: PROJECTING 3 CENTIMETERS
 OJ0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0550_ROD/PIPE-DEPTH: 2.74 meters
 OJ0550
 OJ0550  HISTORY     - Date     Condition        Report By
 OJ0550  HISTORY     - 1957     MONUMENTED       USLS
 OJ0550  HISTORY     - 1976     GOOD             NOS
 OJ0550  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0550
 OJ0550                          STATION DESCRIPTION
 OJ0550
 OJ0550'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0550'IN BAY.
 OJ0550'ON THE EAST SIDE OF RIVER, ON THE SOUTH SIDE OF CASS AVE., BETWEEN
 OJ0550'HARRISON ST., AND THE RIVER, 24.2 FT. EAST OF EAST RAIL OF THE PENN
 OJ0550'CENTRAL RAILROAD TRACK, 2.0 FT. NORTH OF A GATE POST IN A FENCELINE,
 OJ0550'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8
 OJ0550'INCH DIAMETER COPPER COATED STEEL ROD, 9 FEET LONG.
 OJ0550
 OJ0550                          STATION RECOVERY (1983)
 OJ0550
 OJ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0165 ***********************************************************************
 SG0165  DESIGNATION -  GAY
 SG0165  PID         -  SG0165
 SG0165  STATE/COUNTY-  MI/KEWEENAW
 SG0165  COUNTRY     -  US
 SG0165  USGS QUAD   -  GAY (2017)
 SG0165
 SG0165                         *CURRENT SURVEY CONTROL
 SG0165  ______________________________________________________________________
 SG0165* NAD 83(1994) POSITION- 47 13 34.99823(N) 088 09 47.47904(W)   ADJUSTED
 SG0165* NAVD 88 ORTHO HEIGHT -   199.04  (+/-2cm)      653.0   (feet) VERTCON3
 SG0165  ______________________________________________________________________
 SG0165  GEOID HEIGHT    -        -35.724 (meters)                     GEOID18
 SG0165  LAPLACE CORR    -         -9.99  (seconds)                    DEFLEC18
 SG0165  HORZ ORDER      -  SECOND
 SG0165  VERT ORDER      -  THIRD ? (See Below)
 SG0165
 SG0165.The horizontal coordinates were established by classical geodetic methods
 SG0165.and adjusted by the National Geodetic Survey in February 1997.
 SG0165
 SG0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0165
 SG0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0165.GEOID18 height accuracy estimate available here.
 SG0165
 SG0165.The vertical order pertains to the NGVD 29 superseded value.
 SG0165
 SG0165.Click photographs - Photos may exist for this station.
 SG0165
 SG0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0165
 SG0165. The following values were computed from the NAD 83(1994) position.
 SG0165
 SG0165;                    North         East     Units Scale Factor Converg.
 SG0165;SPC MI N     -   272,192.603 7,911,906.710   MT  1.00003808   -0 50 26.7
 SG0165;SPC MI N     -   893,020.35 25,957,699.18   iFT  1.00003808   -0 50 26.7
 SG0165;UTM  16      - 5,230,978.497   411,942.602   MT  0.99969530   -0 51 14.0
 SG0165
 SG0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0165!SPC MI N     -   0.99997440  x   1.00003808  =   1.00001248
 SG0165!UTM  16      -   0.99997440  x   0.99969530  =   0.99966971
 SG0165
 SG0165:                Primary Azimuth Mark                     Grid Az
 SG0165:SPC MI N     -  CALUMET FIRE TOWER                       279 11 59.9
 SG0165:UTM  16      -  CALUMET FIRE TOWER                       279 12 47.2
 SG0165
 SG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1194230978(NAD 83)
 SG0165
 SG0165|---------------------------------------------------------------------|
 SG0165| PID    Reference Object                     Distance      Geod. Az  |
 SG0165|                                                           dddmmss.s |
 SG0165| SG0183 CALUMET FIRE TOWER                  APPROX.18.9 KM 2782133.2 |
 SG0165|---------------------------------------------------------------------|
 SG0165
 SG0165                          SUPERSEDED SURVEY CONTROL
 SG0165
 SG0165  NAD 83(1986)-  47 13 34.99077(N)    088 09 47.45250(W) AD(       ) 2
 SG0165  NAD 27      -  47 13 35.26100(N)    088 09 47.06600(W) AD(       ) 2
 SG0165  NGVD 29             199.04   (m)          653.0    (f) LEVELING    3  
 SG0165
 SG0165.Superseded values are not recommended for survey control.
 SG0165
 SG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0165.See file dsdata.pdf to determine how the superseded data were derived.
 SG0165
 SG0165_MARKER: DD = SURVEY DISK
 SG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0165_STAMPING: GAY 1934
 SG0165_MARK LOGO: CGS+SS
 SG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0165+STABILITY: SURFACE MOTION
 SG0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0165+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2016
 SG0165
 SG0165  HISTORY     - Date     Condition        Report By
 SG0165  HISTORY     - 1934     MONUMENTED       MIGS
 SG0165  HISTORY     - 1939     GOOD             CGS
 SG0165  HISTORY     - 1982     GOOD             LOCENG
 SG0165  HISTORY     - 20030701 GOOD             GEOCAC
 SG0165  HISTORY     - 20160806 GOOD             USGSNP
 SG0165
 SG0165                          STATION DESCRIPTION
 SG0165
 SG0165'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0165'IN THE VILLAGE OF GAY, UNDER WESTERN FACE OF PUBLIC WATER
 SG0165'TANK, 13.70 FEET FROM ITS NORTHWESTERN PIER, 30.43 FEET
 SG0165'FROM NORTHEASTERN PIER, 31.68 FEET FROM SOUTHEASTERN PIER
 SG0165'AND 15.57 FEET FROM ITS SOUTHWESTERN PIER.  STATION MARK
 SG0165'IS U.S.C. AND G.S. AND S.S. STANDARD DISK STAMPED GAY 1934
 SG0165'AND SET IN A 12- BY 12-INCH CONCRETE POST AS DESCRIBED IN
 SG0165'
 SG0165'TO REACH FROM CALUMET, DRIVE ON THE MAIN CALUMET-COPPER
 SG0165'HARBOR HIGHWAY TO MOHAWK LOCATION, TURN EAST ON THE ROAD
 SG0165'TO GAY AND DRIVE ON THIS ROAD 12.9 MILES TO THE FIRST CORNER
 SG0165'IN GAY.  FROM THIS CORNER PROCEED 125 PACES EAST TO NORTH-SOUTH
 SG0165'STREET AND THEN SOUTH TO THE PUBLIC WATER TANK WHICH IS
 SG0165'67 PACES EAST FROM CENTER OF THE STREET.  TO REACH FROM
 SG0165'LAKE LINDEN START FROM THE CORNERS IN NORTH END OF VILLAGE
 SG0165'OF LAKE LINDEN AND DRIVE 0.6 MILE EAST ALONG NORTH END OF
 SG0165'TORCH LAKE TO A FORK, TAKE NORTH FORK AND DRIVE FOR 2.7
 SG0165'MILES TO ANOTHER FORK, TAKE EAST FORK AND DRIVE 10.5 MILES
 SG0165'TO FIRST CORNER IN GAY.  PROCEED EAST 125 PACES TO
 SG0165'NORTH-SOUTH STREET THENCE NORTH 230 PACES TO PUBLIC WATER
 SG0165'TANK.
 SG0165'
 SG0165'THE AZIMUTH MARK IS 10 FEET WEST OF WEST EDGE OF MAIN HIGHWAY
 SG0165'FROM MOHAWK TO LAKE LINDEN PASSING THROUGH GAY, WHICH IS
 SG0165'125 PACES WEST OF AND PARALLEL TO THE NORTH-SOUTH STREET
 SG0165'PAST THE PUBLIC WATER TANK AND THE STATION.  IT IS A STANDARD
 SG0165'U.S.C. AND G.S. AND S.S. DISK SET IN CONCRETE,
 SG0165'4.5 FEET EAST OF THE FENCE AND CAN BE FOUND
 SG0165'BY MEANS OF ITS BEARING (N. 81 DEG 38 MIN W.) FROM THE STATION.
 SG0165'
 SG0165'HEIGHT OF LIGHT ABOVE STATION MARK - 34.8 METERS.
 SG0165
 SG0165                          STATION RECOVERY (1939)
 SG0165
 SG0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0165'TWELVE FEET FROM THE CENTER AND UNDER THE WEST FACE OF THE
 SG0165'MUNICIPAL WATER TANK, FLUSH WITH THE GROUND, IN A 12- BY
 SG0165'12-INCH CONCRETE POST WITH A SPECIAL TYPE OF DISK STAMPED
 SG0165'GAY 1934 SET IN THE TOP OF IT, AND LOCATED 108.50 FEET (33.070
 SG0165'METERS) EAST-SOUTHEAST OF TRIANGULATION STATION GAY ECC.
 SG0165
 SG0165                          STATION RECOVERY (1982)
 SG0165
 SG0165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JW)
 SG0165'GAY 1934 RECOVERED EXCELLENT----FOUND AS NOTED BUT WATER TANK HAS
 SG0165'BEEN REMOVED, FOOTINGS OF TANK STILL REMAIN ALLOWING FOR LOCATION
 SG0165'OF THE SURVEY MARK FROM THE ORIGINAL NOTES.
 SG0165
 SG0165                          STATION RECOVERY (2003)
 SG0165
 SG0165'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0165'GAY, BEHIND AN OLD CONCRETE BLDG FOUNDATION WITH A GARAGE ON THE NORTH
 SG0165'END(TWP). 82 FT S15 E OF SE CORNER TWP HALL, 66 FT S35 W OF SW CORNER
 SG0165'FNDTN, 60 FT S62 W OF SW CORNER, 50 FT SE OF THE END OF ROW  CEDARS
 SG0165'EXTENDING WEST, 45 FT S OF MANHOLE, FLUSH WITH GROUND. THE DISK HAS
 SG0165'BEEN SCUFFED AND ANY STAMPING CANNOT BE SEEN.
 SG0165
 SG0165                          STATION RECOVERY (2016)
 SG0165
 SG0165'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2016 (MPR)
 SG0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0164 ***********************************************************************
 SG0164  DESIGNATION -  GAY 2
 SG0164  PID         -  SG0164
 SG0164  STATE/COUNTY-  MI/KEWEENAW
 SG0164  COUNTRY     -  US
 SG0164  USGS QUAD   -  GAY (2017)
 SG0164
 SG0164                         *CURRENT SURVEY CONTROL
 SG0164  ______________________________________________________________________
 SG0164* NAD 83(1994) POSITION- 47 13 35.43047(N) 088 09 48.91736(W)   ADJUSTED
 SG0164* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 SG0164  ______________________________________________________________________
 SG0164  GEOID HEIGHT    -        -35.722 (meters)                     GEOID18
 SG0164  LAPLACE CORR    -        -10.01  (seconds)                    DEFLEC18
 SG0164  HORZ ORDER      -  FIRST
 SG0164
 SG0164.The horizontal coordinates were established by classical geodetic methods
 SG0164.and adjusted by the National Geodetic Survey in February 1997.
 SG0164
 SG0164.The orthometric height was scaled from a topographic map.
 SG0164
 SG0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0164.GEOID18 height accuracy estimate available here.
 SG0164
 SG0164.Click photographs - Photos may exist for this station.
 SG0164
 SG0164.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0164
 SG0164. The following values were computed from the NAD 83(1994) position.
 SG0164
 SG0164;                    North         East     Units Scale Factor Converg.
 SG0164;SPC MI N     -   272,206.395 7,911,876.649   MT  1.00003812   -0 50 27.7
 SG0164;SPC MI N     -   893,065.60 25,957,600.55   iFT  1.00003812   -0 50 27.7
 SG0164;UTM  16      - 5,230,992.291   411,912.555   MT  0.99969536   -0 51 15.0
 SG0164
 SG0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0164!SPC MI N     -   0.99997441  x   1.00003812  =   1.00001253
 SG0164!UTM  16      -   0.99997441  x   0.99969536  =   0.99966977
 SG0164
 SG0164:                Primary Azimuth Mark                     Grid Az
 SG0164:SPC MI N     -  GAY 2 AZ MK                              204 57 56.2
 SG0164:UTM  16      -  GAY 2 AZ MK                              204 58 43.5
 SG0164
 SG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1191230992(NAD 83)
 SG0164
 SG0164|---------------------------------------------------------------------|
 SG0164| PID    Reference Object                     Distance      Geod. Az  |
 SG0164|                                                           dddmmss.s |
 SG0164| CJ2547 GAY 2 RM 1                           49.018 METERS 02140     |
 SG0164| SG0165 GAY                                  33.072 METERS 11348     |
 SG0164| CJ2546 GAY 2 AZ MK                                        2040728.5 |
 SG0164|---------------------------------------------------------------------|
 SG0164
 SG0164                          SUPERSEDED SURVEY CONTROL
 SG0164
 SG0164  NAD 83(1986)-  47 13 35.42301(N)    088 09 48.89079(W) AD(       ) 1
 SG0164  NAD 27      -  47 13 35.69300(N)    088 09 48.50400(W) AD(       ) 1
 SG0164
 SG0164.Superseded values are not recommended for survey control.
 SG0164
 SG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0164.See file dsdata.pdf to determine how the superseded data were derived.
 SG0164
 SG0164_MARKER: DS = TRIANGULATION STATION DISK
 SG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0164_STAMPING: GAY ECC 1939
 SG0164_MARK LOGO: CGS
 SG0164_PROJECTION: FLUSH
 SG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0164+STABILITY: SURFACE MOTION
 SG0164
 SG0164  HISTORY     - Date     Condition        Report By
 SG0164  HISTORY     - 1939     MONUMENTED       CGS
 SG0164  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SG0164  HISTORY     - 1945     GOOD             USGS
 SG0164  HISTORY     - 1977     GOOD             NGS
 SG0164  HISTORY     - 1990     POOR             USPSQD
 SG0164
 SG0164                          STATION DESCRIPTION
 SG0164
 SG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0164'IN THE VILLAGE OF GAY, IN SEC. 30, T. 56 N., R. 30 W., 38
 SG0164'PACES EAST-SOUTHEAST OF THE MOST EASTERLY NORTH-SOUTH STREET
 SG0164'IN THE VILLAGE, 121 FEET WEST-NORTHWEST OF THE MUNICIPAL
 SG0164'WATER TANK AND 59-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SG0164'OF THE CITY HALL.  THE MARK IS STAMPED GAY ECC 1939 AND
 SG0164'IS FLUSH WITH THE GROUND.
 SG0164'
 SG0164'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SG0164'BRONZE DISKS SET IN CONCRETE.
 SG0164'ALL MARKS ARE WITNESSED BY STANDARD
 SG0164'MARKER POSTS WHICH PROJECT APPROXIMATELY 2-1/2 FEET ABOVE
 SG0164'THE GROUND.
 SG0164'
 SG0164'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 32
 SG0164'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A GRAVEL STREET,
 SG0164'AND 14 FEET WEST OF THE NORTHWEST CORNER OF THE CITY HALL,
 SG0164'STAMPED GAY ECC NO 1 1939 AND IS FLUSH WITH THE GROUND.
 SG0164'
 SG0164'U.S. COAST AND GEODETIC AND STATE SURVEY STATION GAY 1934
 SG0164'IS EAST-SOUTHEAST OF THE STATION, UNDER THE WEST FACE OF
 SG0164'THE MUNICIPAL WATER TANK.
 SG0164'
 SG0164'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 48 FEET
 SG0164'WEST OF THE SHORE LINE OF LAKE SUPERIOR, STAMPED GAY ECC
 SG0164'1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0164'
 SG0164'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 SG0164'MILE TO THE RAILROAD TRACKS, TURN LEFT ACROSS THE TRACKS,
 SG0164'THEN TURN RIGHT AND CONTINUE SOUTH ON A DIM FIELD ROAD FOR
 SG0164'0.1 MILE TO THE MARK.
 SG0164'
 SG0164'A 103-FOOT TOWER IS NECESSARY TO SEE ALL STATIONS.
 SG0164'
 SG0164'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 SG0164
 SG0164                          STATION RECOVERY (1940)
 SG0164
 SG0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JHS)
 SG0164'GAY ECCENTRIC HAS BEEN CHANGED TO GAY 2.  THE STATION MARK
 SG0164'AND REFERENCE MARKS NO. 0 AND NO. 1 WERE STAMPED GAY, 1939
 SG0164'ECC.  THE INSCRIPTIONS ON THESE MARKS WERE CHANGED TO GAY
 SG0164'2, 1939.  THE AZIMUTH MARK WILL BE SIMILARLY CHANGED AT
 SG0164'A LATER DATE.
 SG0164
 SG0164                          STATION RECOVERY (1945)
 SG0164
 SG0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 SG0164'MR. W.W. WIITALA, A MEMBER OF THE U.S. GEOLOGICAL SURVEY,
 SG0164'LOCATED AT THE COLLEGE, WHO IS FAMILIAR WITH THE WORK DONE
 SG0164'THERE IN 1939, WAS REQUESTED TO MEASURE THE DISTANCES BETWEEN
 SG0164'GAY (MICH. GEOD. SURVEY, 1934) AND GAY 2, 1939.
 SG0164
 SG0164                          STATION RECOVERY (1977)
 SG0164
 SG0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0164'GAY 2 1939 WAS FOUND WITH THE SURFACE MARK LEANING AT ABOUT A 20
 SG0164'DEGREE ANGLE.  THE UNDERGROUND MARK SHOULD BE IN GOOD
 SG0164'CONDITION.  GAY MICH, GEOD. S 1934 WAS RECOVERED IN GOOD CONDITION
 SG0164'AS WAS REFERENCE MARK 1.  THE AZIMUTH MARK WAS NOT RECOVERED.
 SG0164'
 SG0164'STATION IS IN THE VILLAGE OF GAY AT THE CITY HALL AND AT THE
 SG0164'NORTH EDGE OF A SOFTBALL DIAMOND.  STATION MARK IS 59-1/2 FEET
 SG0164'SW OF SW CORNER OF THE CITY HALL, 10 PACES SE OF THE EAST END
 SG0164'OF A ROW OF CEDAR TREES (WEST ROW), 8 PACES SW OF WEST END OF
 SG0164'EAST ROW OF CEDARS, AND JUST NORTH OF 3RD BASE OF THE BALL
 SG0164'DIAMOND, FLUSH WITH THE GROUND.
 SG0164'
 SG0164'R.M. 1 IS 32 FEET SOUTH OF THE CENTER OF THE EAST-WEST STREET AND
 SG0164'14 FEET WEST OF THE NORTHWEST CORNER OF THE CITY HALL.  THE MARK
 SG0164'PROJECTS 1 INCH.
 SG0164'
 SG0164'GAY (MICH GEOD S) 1934 IS ABOUT IN LINE BETWEEN THE NW AND SW
 SG0164'FOUNDATIONS FOR THE OLD WATER TOWER (NOW GONE), 13.7 FEET SOUTH
 SG0164'OF NW PIER AND 15.6 FEET NORTH OF SW PIER.  MARK IS FLUSH WITH
 SG0164'THE GROUND.
 SG0164'
 SG0164'AZIMUTH MARK WAS SEARCHED FOR, BUT DUE TO ROAD CHANGES AND GROWTH
 SG0164'OF TIMBER IT COULD NOT BE FOUND.
 SG0164'
 SG0164'IT WOULD TAKE A 103 FOOT TOWER TO CLEAR THE LOCAL OBSTRUCTIONS.
 SG0164'
 SG0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0164'IN VILLAGE OF GAY.
 SG0164
 SG0164                          STATION RECOVERY (1990)
 SG0164
 SG0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (RD)
 SG0164'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0163 ***********************************************************************
 SG0163  DESIGNATION -  GAY ABANDONED MINE STACK
 SG0163  PID         -  SG0163
 SG0163  STATE/COUNTY-  MI/KEWEENAW
 SG0163  COUNTRY     -  US
 SG0163  USGS QUAD   -  GAY (2017)
 SG0163
 SG0163                         *CURRENT SURVEY CONTROL
 SG0163  ______________________________________________________________________
 SG0163* NAD 83(1994) POSITION- 47 13 36.09517(N) 088 09 43.29836(W)   ADJUSTED
 SG0163  ______________________________________________________________________
 SG0163  GEOID HEIGHT    -        -35.727 (meters)                     GEOID18
 SG0163  LAPLACE CORR    -         -9.96  (seconds)                    DEFLEC18
 SG0163  HORZ ORDER      -  THIRD
 SG0163
 SG0163.The horizontal coordinates were established by classical geodetic methods
 SG0163.and adjusted by the National Geodetic Survey in February 1997.
 SG0163
 SG0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0163.GEOID18 height accuracy estimate available here.
 SG0163
 SG0163.Click photographs - Photos may exist for this station.
 SG0163
 SG0163.The Laplace correction was computed from DEFLEC18 derived deflections.
 SG0163
 SG0163. The following values were computed from the NAD 83(1994) position.
 SG0163
 SG0163;                    North         East     Units Scale Factor Converg.
 SG0163;SPC MI N     -   272,225.187 7,911,995.150   MT  1.00003817   -0 50 23.6
 SG0163;SPC MI N     -   893,127.25 25,957,989.34   iFT  1.00003817   -0 50 23.6
 SG0163;UTM  16      - 5,231,011.049   412,031.019   MT  0.99969510   -0 51 10.9
 SG0163
 SG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1203131011(NAD 83)
 SG0163
 SG0163                          SUPERSEDED SURVEY CONTROL
 SG0163
 SG0163  NAD 83(1986)-  47 13 36.08737(N)    088 09 43.26990(W) AD(       ) 3
 SG0163  NAD 27      -  47 13 36.36000(N)    088 09 42.89000(W) AD(       ) 3
 SG0163
 SG0163.Superseded values are not recommended for survey control.
 SG0163
 SG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0163.See file dsdata.pdf to determine how the superseded data were derived.
 SG0163
 SG0163_MARKER: 63 = STACK
 SG0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0163+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 SG0163
 SG0163  HISTORY     - Date     Condition        Report By
 SG0163  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0163  HISTORY     - 20030813 GOOD             GEOCAC
 SG0163  HISTORY     - 20050807 GOOD             GEOCAC
 SG0163  HISTORY     - 20070113 GOOD             GEOCAC
 SG0163
 SG0163                          STATION DESCRIPTION
 SG0163
 SG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0163'IT IS A BRICK STACK, ESTIMATED FROM MEMORY, AS ABOUT 100 FEET
 SG0163'HIGH.  IT HAS BEGUN TO DISINTEGRATE.
 SG0163
 SG0163                          STATION RECOVERY (2003)
 SG0163
 SG0163'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0163'ALTHOUGH REPORTED AS DISINTEGRATING IN 1939, IT STILL STANDS TODAY AS
 SG0163'A LOCAL LANDMARK.  IT IS LOCATED IN THE RURAL TOWN OF GAY, KEWEENAW
 SG0163'COUNTY, ON THE SHORE OF LAKE SUPERIOR.
 SG0163
 SG0163                          STATION RECOVERY (2005)
 SG0163
 SG0163'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 SG0163'RECOVERED IN GOOD CONDITION.
 SG0163
 SG0163                          STATION RECOVERY (2007)
 SG0163
 SG0163'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 SG0163'THE REINFORCED CONCRETE STACK WAS BUILT IN 1921.  IT IS 265 FEET HIGH,
 SG0163'13 FEET 4 INCHES IN DIAMETER AT THE BASE, TAPERING TO 9 FEET IN
 SG0163'DIAMETER AT THE TOP.  INFO FROM LOCAL HISTORICAL RECORDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0665 ***********************************************************************
 QK0665  DESIGNATION -  GAY AIR
 QK0665  PID         -  QK0665
 QK0665  STATE/COUNTY-  MI/OTSEGO
 QK0665  COUNTRY     -  US
 QK0665  USGS QUAD   -  GAYLORD (2017)
 QK0665
 QK0665                         *CURRENT SURVEY CONTROL
 QK0665  ______________________________________________________________________
 QK0665* NAD 83(1994) POSITION- 45 01 04.09677(N) 084 41 31.29575(W)   ADJUSTED
 QK0665* NAVD 88 ORTHO HEIGHT -   407.1   (meters)     1336.    (feet) VERTCON3
 QK0665  ______________________________________________________________________
 QK0665  GEOID HEIGHT    -        -34.896 (meters)                     GEOID18
 QK0665  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 QK0665  HORZ ORDER      -  FIRST
 QK0665
 QK0665.This mark is at Otsego County Airport (GLR)
 QK0665
 QK0665.The horizontal coordinates were established by classical geodetic methods
 QK0665.and adjusted by the National Geodetic Survey in February 1997.
 QK0665
 QK0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0665
 QK0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0665.GEOID18 height accuracy estimate available here.
 QK0665
 QK0665.Click photographs - Photos may exist for this station.
 QK0665
 QK0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0665
 QK0665. The following values were computed from the NAD 83(1994) position.
 QK0665
 QK0665;                    North         East     Units Scale Factor Converg.
 QK0665;SPC MI C     -   189,081.782 5,974,356.631   MT  0.99991355   -0 13 47.4
 QK0665;SPC MI C     -   620,347.05 19,600,907.58   iFT  0.99991355   -0 13 47.4
 QK0665;UTM  16      - 4,987,519.607   681,847.302   MT  1.00000663   +1 37 58.6
 QK0665
 QK0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0665!SPC MI C     -   0.99994165  x   0.99991355  =   0.99985520
 QK0665!UTM  16      -   0.99994165  x   1.00000663  =   0.99994828
 QK0665
 QK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8184787519(NAD 83)
 QK0665
 QK0665|---------------------------------------------------------------------|
 QK0665| PID    Reference Object                     Distance      Geod. Az  |
 QK0665|                                                           dddmmss.s |
 QK0665| QK0669 GAY AIR AZ MK                       360.163 METERS 11147     |
 QK0665| QK0670 GAY AIR AZ MK PT A                  355.665 METERS 11228     |
 QK0665| CH1172 GAY AIR RM 1                         23.448 METERS 16235     |
 QK0665| CH1173 GAY AIR RM 2                         21.565 METERS 27116     |
 QK0665|---------------------------------------------------------------------|
 QK0665
 QK0665                          SUPERSEDED SURVEY CONTROL
 QK0665
 QK0665  NAD 83(1986)-  45 01 04.09050(N)    084 41 31.30103(W) AD(       ) 1
 QK0665  NAD 27      -  45 01 04.03762(N)    084 41 31.18867(W) AD(       ) 1
 QK0665  NGVD 29 (07/19/86)  407.2    (m)         1336.     (f) VERT ANG       
 QK0665
 QK0665.Superseded values are not recommended for survey control.
 QK0665
 QK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0665.See file dsdata.pdf to determine how the superseded data were derived.
 QK0665
 QK0665_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0665_STAMPING: GAY AIR 1976
 QK0665_MARK LOGO: NGS
 QK0665_PROJECTION: FLUSH
 QK0665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0665+STABILITY: SURFACE MOTION
 QK0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0665+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 QK0665
 QK0665  HISTORY     - Date     Condition        Report By
 QK0665  HISTORY     - 1976     MONUMENTED       NGS
 QK0665  HISTORY     - 19900825 GOOD             NGS
 QK0665  HISTORY     - 19960812 GOOD             USPSQD
 QK0665  HISTORY     - 20030215 GOOD             USPSQD
 QK0665  HISTORY     - 20120717 GOOD             WOOLPT
 QK0665
 QK0665                          STATION DESCRIPTION
 QK0665
 QK0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0665'STATION IS ABOUT 1 MILE SOUTHWEST OF GAYLORD, 1/2 MILE WEST
 QK0665'OF U.S.HIGHWAY 27, ON PROPERTY OF OTSEGO COUNTY AIRPORT,
 QK0665'PERMISSION OBTAINED FROM L.R. BRILL, AIRPORT MANAGER, HIS
 QK0665'PHONE NUMBER IS 517 732 4218.
 QK0665'
 QK0665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND
 QK0665'U.S. HIGHWAY 27 IN THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0665'HIGHWAY 32 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QK0665'SOUTH ON DICKERSON ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT
 QK0665'(TO REACH THE AZIMUTH MARK FROM THIS POINT,
 QK0665'CONTINUE SOUTH ON DICKERSON ROAD FOR 0.1 MILE TO THE MARK ON
 QK0665'THE WEST SIDE OF THE ROAD.) TURN RIGHT AND GO WEST ON VAN
 QK0665'TYLE ROAD FOR 0.25 MILE TO A DRIVEWAY LEFT JUST PAST THE
 QK0665'AIRPORT ENTRANCE.  TURN LEFT AND GO SOUTHWEST FOR 100 FEET TO
 QK0665'THE STATION NEAR THE AIRPORT BEACON TOWER.
 QK0665'
 QK0665'THE STATION MARKS, STAMPED ---GAY AIR 1976---, ARE STANDARD
 QK0665'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 QK0665'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 QK0665'SURFACE.  IT IS 111 FEET SOUTH OF THE CENTER OF VAN TYLE ROAD,
 QK0665'93 FEET WEST OF THE CENTER OF THE DRIVEWAY, 53 FEET EAST OF
 QK0665'THE SOUTHEAST LEG OF THE BEACON TOWER AND 51 FEET
 QK0665'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER.
 QK0665'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 QK0665'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QK0665'
 QK0665'REFERENCE MARK 1, STAMPED---GAY AIR NO 1 1976---,IS A STANDARD
 QK0665'DISK.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108
 QK0665'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON TOWER AND
 QK0665'18 FEET NORTHWEST OF THE ASPHALT DRIVE.
 QK0665'
 QK0665'REFERENCE MARK 2, STAMPED---GAY AIR NO 2 1976---IS A STANDARD
 QK0665'DISK.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 QK0665'SOUTHWEST OF THE POWER LINE POLE WITH THE TRANSFORMER AND 7
 QK0665'FEET WEST OF THE SOUTHWEST LEG OF THE BEACON TOWER.
 QK0665'
 QK0665'THE AZIMUTH MARK, STAMPED---GAY AIR 1976---, IS A STANDARD DISK,
 QK0665'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET
 QK0665'WEST OF THE CENTER OF DICKERSON ROAD, 24 FEET SOUTH OF
 QK0665'A DRIVE AND 3 FEET NORTHEAST OF A WITNESS POST.
 QK0665'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 QK0665'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 22.31 METERS.
 QK0665'DESCRIBED BY M.K. FOWLER.
 QK0665
 QK0665                          STATION RECOVERY (1990)
 QK0665
 QK0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QK0665'THE STATION IS LOCATED ON THE OTSEGO COUNTY AIRPORT IN GAYLORD.  THE
 QK0665'STATION IS APPROXIMATELY 52.7 FT (16.1 M) EAST OF THE SOUTHEAST LEG OF
 QK0665'THE AIRPORT BEACON, 29.8 FT (9.1 M) NORTHWEST OF THE FENCE CORNER POST
 QK0665'AND 14.2 FT (4.3 M) WEST OF THE FENCE.  THE STATION IS A STANDARD NGS
 QK0665'TRIANGULATION DISK STAMPED GAY AIR 1976 AND SET IN A 12 INCH
 QK0665'CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QK0665
 QK0665                          STATION RECOVERY (1996)
 QK0665
 QK0665'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0665'RECOVERED IN GOOD CONDITION.
 QK0665
 QK0665                          STATION RECOVERY (2003)
 QK0665
 QK0665'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0665'RECOVERED IN GOOD CONDITION.
 QK0665
 QK0665                          STATION RECOVERY (2012)
 QK0665
 QK0665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QK0665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0669 ***********************************************************************
 QK0669  DESIGNATION -  GAY AIR AZ MK
 QK0669  PID         -  QK0669
 QK0669  STATE/COUNTY-  MI/OTSEGO
 QK0669  COUNTRY     -  US
 QK0669  USGS QUAD   -  GAYLORD (2017)
 QK0669
 QK0669                         *CURRENT SURVEY CONTROL
 QK0669  ______________________________________________________________________
 QK0669* NAD 83(2011) POSITION- 45 00 59.76739(N) 084 41 16.01962(W)   ADJUSTED
 QK0669* NAD 83(2011) ELLIP HT-   371.503 (meters)        (06/27/12)   ADJUSTED
 QK0669* NAD 83(2011) EPOCH   -  2010.00
 QK0669* NAVD 88 ORTHO HEIGHT -   406.4   (meters)     1333.    (feet) GPS OBS
 QK0669  ______________________________________________________________________
 QK0669  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QK0669  GEOID HEIGHT    -        -34.490 (meters)                     GEOID93
 QK0669  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 QK0669  NAD 83(2011) X  -    418,155.160 (meters)                     COMP
 QK0669  NAD 83(2011) Y  - -4,497,150.014 (meters)                     COMP
 QK0669  NAD 83(2011) Z  -  4,488,915.613 (meters)                     COMP
 QK0669  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 QK0669
 QK0669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QK0669  Standards:
 QK0669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QK0669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QK0669  -------------------------------------------------------------------
 QK0669  NETWORK    1.66   3.41           0.76   0.57   1.74     -0.01726080
 QK0669  -------------------------------------------------------------------
 QK0669  Click here for local accuracies and other accuracy information.
 QK0669
 QK0669.This mark is at Otsego County Airport (GLR)
 QK0669
 QK0669.The horizontal coordinates were established by GPS observations
 QK0669.and adjusted by the National Geodetic Survey in June 2012.
 QK0669
 QK0669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QK0669.been affixed to the stable North American tectonic plate. See 
 QK0669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QK0669
 QK0669.The horizontal coordinates are valid at the epoch date displayed above
 QK0669.which is a decimal equivalence of Year/Month/Day.
 QK0669
 QK0669.The orthometric height was determined by GPS observations and a
 QK0669.high-resolution geoid model.
 QK0669
 QK0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0669.GEOID18 height accuracy estimate available here.
 QK0669
 QK0669.Click photographs - Photos may exist for this station.
 QK0669
 QK0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0669
 QK0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0669
 QK0669.The ellipsoidal height was determined by GPS observations
 QK0669.and is referenced to NAD 83.
 QK0669
 QK0669. The following values were computed from the NAD 83(2011) position.
 QK0669
 QK0669;                    North         East     Units Scale Factor Converg.
 QK0669;SPC MI C     -   188,946.814 5,974,690.543   MT  0.99991352   -0 13 36.6
 QK0669;SPC MI C     -   619,904.25 19,602,003.09   iFT  0.99991352   -0 13 36.6
 QK0669;UTM  16      - 4,987,395.552   682,185.457   MT  1.00000814   +1 38 09.3
 QK0669
 QK0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0669!SPC MI C     -   0.99994176  x   0.99991352  =   0.99985528
 QK0669!UTM  16      -   0.99994176  x   1.00000814  =   0.99994990
 QK0669
 QK0669:                Primary Azimuth Mark                     Grid Az
 QK0669:SPC MI C     -  GAYLORD US PLYWOOD WATER TK              187 34 09.0
 QK0669:UTM  16      -  GAYLORD US PLYWOOD WATER TK              185 42 23.1
 QK0669
 QK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8218587395(NAD 83)
 QK0669
 QK0669|---------------------------------------------------------------------|
 QK0669| PID    Reference Object                     Distance      Geod. Az  |
 QK0669|                                                           dddmmss.s |
 QK0669| QK0664 GAYLORD US PLYWOOD WATER TK         APPROX. 1.8 KM 1872032.4 |
 QK0669| QK0670 GAY AIR AZ MK PT A                    6.242 METERS 24814     |
 QK0669| QK0666 AIRPORT BCN GAYLORD APT             377.837 METERS 29111     |
 QK0669| QK0665 GAY AIR                             360.163 METERS 29147     |
 QK0669|---------------------------------------------------------------------|
 QK0669
 QK0669                          SUPERSEDED SURVEY CONTROL
 QK0669
 QK0669  NAD 83(2007)-  45 00 59.76764(N)    084 41 16.02056(W) AD(2002.00) 0
 QK0669  ELLIP H (02/10/07)  371.522  (m)                       GP(2002.00)    
 QK0669  ELLIP H (07/17/02)  371.530  (m)                       GP(       ) 4 1
 QK0669  NAD 83(1994)-  45 00 59.76766(N)    084 41 16.02071(W) AD(       ) 1
 QK0669  ELLIP H (02/03/97)  371.567  (m)                       GP(       ) 4 1
 QK0669  NAD 83(1986)-  45 00 59.76141(N)    084 41 16.02602(W) AD(       ) 1
 QK0669  NAD 27      -  45 00 59.70846(N)    084 41 15.91445(W) AD(       ) 1
 QK0669  NGVD 29 (07/19/86)  406.6    (m)         1334.     (f) VERT ANG       
 QK0669
 QK0669.Superseded values are not recommended for survey control.
 QK0669
 QK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0669.See file dsdata.pdf to determine how the superseded data were derived.
 QK0669
 QK0669_STAMPING: GAY AIR 1976
 QK0669_MARK LOGO: NGS
 QK0669_PROJECTION: FLUSH
 QK0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0669+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 QK0669
 QK0669  HISTORY     - Date     Condition        Report By
 QK0669  HISTORY     - 1976     MONUMENTED       NGS
 QK0669  HISTORY     - 19910813 GOOD             NGS
 QK0669  HISTORY     - 19960812 GOOD             USPSQD
 QK0669  HISTORY     - 20011218 GOOD             MI-137
 QK0669  HISTORY     - 20030215 GOOD             USPSQD
 QK0669  HISTORY     - 20120717 GOOD             WOOLPT
 QK0669  HISTORY     - 20191024 MARK NOT FOUND   INDIV
 QK0669
 QK0669                          STATION DESCRIPTION
 QK0669
 QK0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0669'THE STATION IS LOCATED ADJACENT TO THE GAYLORD COUNTY AIRPORT IN
 QK0669'GAYLORD.  THE STATION IS 24.7 FT (7.5 M) WEST OF THE EDGE OF DICKERSON
 QK0669'ROAD, AND 57.5 FT (17.5 M) NORTHEAST OF A FENCE CORNER POST.  IT IS
 QK0669'ALSO 7.8 FT (2.4 M) SOUTH OF A TELEPHONE BOX AND 3 FT (0.9 M) NORTH OF
 QK0669'A WITNESS POST.  THE STATION IS A STANDARD NGS AZIMUTH DISK AND IS SET
 QK0669'IN A 12 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QK0669
 QK0669                          STATION RECOVERY (1991)
 QK0669
 QK0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0669'STATION IS IN QUAD. 450843, ABOUT 1 MILE (1.6 KM) SOUTHWEST OF
 QK0669'GAYLORD, AND 1/2 MILE WEST FROM INTERSTATE HIGHWAY 75.  IT IS IN THE
 QK0669'NORTHEAST 1/4 OF SECTION 8, T-31-N, R-3-W, ON THE GAYLORD QUADRANGLE
 QK0669'MAP AND ON PROPERTY OF THE OTSEGO COUNTY AIRPORT.
 QK0669'
 QK0669'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-32 AND INTERSTATE
 QK0669'HIGHWAY 75 AT THE WEST EDGE OF GAYLORD, GO WEST ON M-32 FOR 0.1 MI
 QK0669'(0.2 KM)  TO A SIDE ROAD LEFT, DICKERSON ROAD.  TURN LEFT AND GO
 QK0669'SOUTH ON DICKERSON ROAD FOR 0.7 MI (1.1 KM)  TO A SIDE ROAD RIGHT,
 QK0669'VAN TYLE ROAD.  CONTINUE SOUTH ON DICKERSON ROAD FOR 0.1 MI (0.2 KM)
 QK0669'TO MARK ON RIGHT AS DESCRIBED.
 QK0669'
 QK0669'IT IS 39 FT (11.9 MT) WEST FROM THE CENTER OF DICKERSON ROAD, 24 FT
 QK0669'(7.3 MT) SOUTH FROM A DRIVE AND 3.0 FT (0.9 MT) NORTHEAST FROM A
 QK0669'WITNESS POST.
 QK0669
 QK0669                          STATION RECOVERY (1996)
 QK0669
 QK0669'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2001)
 QK0669
 QK0669'RECOVERY NOTE BY OTSEGO COUNTY MICHIGAN 2001 (JSC)
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2003)
 QK0669
 QK0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2012)
 QK0669
 QK0669'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2019)
 QK0669
 QK0669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRB)
 QK0669'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0658 ***********************************************************************
 QK0658  DESIGNATION -  GAYLORD
 QK0658  PID         -  QK0658
 QK0658  STATE/COUNTY-  MI/OTSEGO
 QK0658  COUNTRY     -  US
 QK0658  USGS QUAD   -  GAYLORD (2017)
 QK0658
 QK0658                         *CURRENT SURVEY CONTROL
 QK0658  ______________________________________________________________________
 QK0658* NAD 83(1994) POSITION- 45 02 35.20749(N) 084 40 24.89459(W)   ADJUSTED
 QK0658* NAD 83(1994) ELLIP HT-   385.535 (meters)        (07/17/02)   ADJUSTED
 QK0658* NAVD 88 ORTHO HEIGHT -   420.5   (meters)     1380.    (feet) GPS OBS
 QK0658  ______________________________________________________________________
 QK0658  NAVD 88 orthometric height was determined with an earlier geoid model
 QK0658  GEOID HEIGHT    -        -34.978 (meters)                     GEOID18
 QK0658  NAD 83(1994) X  -    419,077.231 (meters)                     COMP
 QK0658  NAD 83(1994) Y  - -4,494,980.587 (meters)                     COMP
 QK0658  NAD 83(1994) Z  -  4,491,007.888 (meters)                     COMP
 QK0658  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC18
 QK0658  HORZ ORDER      -  FIRST
 QK0658  ELLP ORDER      -  FOURTH    CLASS I
 QK0658
 QK0658.The horizontal coordinates were established by classical geodetic methods
 QK0658.and adjusted by the National Geodetic Survey in February 1997.
 QK0658
 QK0658.The orthometric height was determined by GPS observations and a
 QK0658.high-resolution geoid model.
 QK0658
 QK0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0658.GEOID18 height accuracy estimate available here.
 QK0658
 QK0658.Click photographs - Photos may exist for this station.
 QK0658
 QK0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0658
 QK0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0658
 QK0658.The ellipsoidal height was determined by GPS observations
 QK0658.and is referenced to NAD 83.
 QK0658
 QK0658. The following values were computed from the NAD 83(1994) position.
 QK0658
 QK0658;                    North         East     Units Scale Factor Converg.
 QK0658;SPC MI C     -   191,888.451 5,975,820.998   MT  0.99991422   -0 13 00.5
 QK0658;SPC MI C     -   629,555.29 19,605,711.94   iFT  0.99991422   -0 13 00.5
 QK0658;UTM  16      - 4,990,372.676   683,219.774   MT  1.00001279   +1 38 48.2
 QK0658
 QK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0658!SPC MI C     -   0.99993956  x   0.99991422  =   0.99985378
 QK0658!UTM  16      -   0.99993956  x   1.00001279  =   0.99995235
 QK0658
 QK0658:                Primary Azimuth Mark                     Grid Az
 QK0658:SPC MI C     -  HUDSON RM 2                              336 48 59.5
 QK0658:UTM  16      -  HUDSON RM 2                              334 57 10.8
 QK0658
 QK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8321990372(NAD 83)
 QK0658
 QK0658|---------------------------------------------------------------------|
 QK0658| PID    Reference Object                     Distance      Geod. Az  |
 QK0658|                                                           dddmmss.s |
 QK0658| CH1175 GAYLORD RM 1                         26.849 METERS 03455     |
 QK0658| QK0655 GAYLORD N MICH SANITARIUM TK        APPROX. 0.6 KM 0633605.4 |
 QK0658| QK0661 GAYLORD RADIO WATC MAST             APPROX. 2.2 KM 1525657.6 |
 QK0658| CH1176 GAYLORD RM 2                         29.021 METERS 16555     |
 QK0658| QK0656 GAYLORD MUNICIPAL TANK              APPROX. 2.5 KM 1793702.1 |
 QK0658| PL0479 OAK GROVE STANDARD PROD TANK        APPROX. 7.8 KM 1820439.5 |
 QK0658| QK0662 GAYLORD GEN TEL KQN 58 TOWER        APPROX. 1.7 KM 1830014.7 |
 QK0658| CH1174 GAYLORD AZ MK                                      1865536.0 |
 QK0658| QK0667 GAYLORD AZ MK RESET                 407.322 METERS 1875817.6 |
 QK0658| QK0663 GAYLORD MUNICIPAL TANK N            APPROX. 2.4 KM 1962216.5 |
 QK0658| QK0680 HUDSON RM 2                         APPROX.15.5 KM 3363559.0 |
 QK0658|---------------------------------------------------------------------|
 QK0658
 QK0658                          SUPERSEDED SURVEY CONTROL
 QK0658
 QK0658  ELLIP H (02/03/97)  385.572  (m)                       GP(       ) 4 1
 QK0658  NAD 83(1986)-  45 02 35.20121(N)    084 40 24.89989(W) AD(       ) 1
 QK0658  NAD 27      -  45 02 35.14805(N)    084 40 24.78876(W) AD(       ) 1
 QK0658  NGVD 29             420.70   (m)         1380.2    (f) LEVELING    3  
 QK0658
 QK0658.Superseded values are not recommended for survey control.
 QK0658
 QK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0658.See file dsdata.pdf to determine how the superseded data were derived.
 QK0658
 QK0658_MARKER: DS = TRIANGULATION STATION DISK
 QK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0658_STAMPING: GAYLORD 1956
 QK0658_MARK LOGO: CGS
 QK0658_PROJECTION: FLUSH
 QK0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0658+STABILITY: SURFACE MOTION
 QK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0658+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 QK0658
 QK0658  HISTORY     - Date     Condition        Report By
 QK0658  HISTORY     - 1956     MONUMENTED       CGS
 QK0658  HISTORY     - 1956     GOOD             CGS
 QK0658  HISTORY     - 1974     GOOD             LOCENG
 QK0658  HISTORY     - 1975     GOOD             NGS
 QK0658  HISTORY     - 1980     GOOD             MIDH
 QK0658  HISTORY     - 19890403 GOOD             NGS
 QK0658  HISTORY     - 19910708 GOOD             NGS
 QK0658  HISTORY     - 19940610 GOOD             NGS
 QK0658  HISTORY     - 19960811 GOOD             USPSQD
 QK0658  HISTORY     - 20030215 GOOD             USPSQD
 QK0658  HISTORY     - 20070605 GOOD             GEOCAC
 QK0658  HISTORY     - 20230703 GOOD             MIDT
 QK0658
 QK0658                          STATION DESCRIPTION
 QK0658
 QK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0658'THE STATION IS ABOUT 1/2 MILE NORTH OF GAYLORD, IN THE SOUTHEAST ANGLE
 QK0658'OF THE INTERSECTION OF U.S. HIGHWAY 27 WITH A PAVED ROAD EAST.  IT IS
 QK0658'78 FEET EAST OF THE CENTERLINE OF HIGHWAY 27, 41 FEET SOUTHWEST OF A
 QK0658'TELEPHONE POLE AND 24 FEET WEST OF A WOOD FENCE AND A WHITE WITNESS
 QK0658'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GAYLORD 1956.
 QK0658'
 QK0658'TO REACH THE STATION FROM THE EASTERN JUNCTION OF U.S. HIGHWAY 27 WITH
 QK0658'STATE HIGHWAY 32 IN GAYLORD, GO NORTH ON HIGHWAY 27 FOR 1.05 MILE TO A
 QK0658'PAVED ROAD RIGHT AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE
 QK0658'OF THE INTERSECTION.
 QK0658'
 QK0658'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 27 FOR
 QK0658'0.3 MILE TO THE MARK ON THE RIGHT.
 QK0658'
 QK0658'REFERENCE MARK 1 IS 72 FEET SOUTH OF THE SOUTHEAST ANGLE OF A TRIANGLE
 QK0658'FORMED BY THE INTERSECTION OF HIGHWAY 27 WITH THE PAVED ROAD EAST, 47
 QK0658'FEET NORTHEAST OF A TELEPHONE POLE AND 91 FEET SOUTHEAST OF A SIGN,
 QK0658'NORTHERN MICHIGAN TUBERCULOSIS HOSPITAL.  THE MARK IS FLUSH AND THE
 QK0658'DISK IS STAMPED GAYLORD NO 1 1956.
 QK0658'
 QK0658'REFERENCE MARK 2 IS 101 FEET EAST OF THE CENTERLINE OF HIGHWAY 27, 73
 QK0658'FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A WOOD FENCE.  THE
 QK0658'MARK IS FLUSH AND THE DISK IS STAMPED GAYLORD NO 2 1956.
 QK0658'
 QK0658'THE AZIMUTH MARK IS 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 27,
 QK0658'1 FOOT EAST OF A WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 QK0658'THE MARK IS FLUSH AND THE DISK IS STAMPED GAYLORD 1956.
 QK0658'
 QK0658'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0658
 QK0658                          STATION RECOVERY (1956)
 QK0658
 QK0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0658'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QK0658'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN 1975.  STATION WAS
 QK0658'OCCUPIED LESS THAN ONE YEAR AGO, SO DISTANCE AND DIRECTION TO
 QK0658'REFERENCE MARKS WAS NOT CHECKED.
 QK0658'
 QK0658'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 QK0658'HEIGHT OF TELESCOPE ABOVE THE STATION MARK WAS 27.7 METERS.
 QK0658'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 30.3 METERS.
 QK0658'DESCRIBED BY G.R. HEID.
 QK0658
 QK0658                          STATION RECOVERY (1974)
 QK0658
 QK0658'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GRM)
 QK0658'RECOVERED BY ROBINSON MCKELLEY ASSOCIATES INC.
 QK0658'
 QK0658'GAYLORD 1956 MARK IN EXCELLENT CONDITION- NEEDS WITNESS POST GAYLORD
 QK0658'NO. 1 AND NO. 2 REF. MARKS IN EXCELLENT CONDITION- NEEDS WITNESS POST
 QK0658'GAYLORD 1956 AZ. MARK DISC REMOVED BY HEAVY EQUIPT.- NEEDS REPAIR
 QK0658'
 QK0658'AZIMUTH MARK IN NEED OF REPAIR DIRECTION TO WATER TANK APPARENTLY IN
 QK0658'ERROR BY 1 DEG 00 MIN 00 SEC- SHOULD BE 86 DEG 59 MIN 09.1 SEC.
 QK0658'DESCRIPTION CHANGES- TO REACH THE STATION FROM THE JUNCTION OF M-32
 QK0658'HIGHWAY AND OLD U.S. -27 HIGHWAY IN GAYLORD, GO NORTH ON OLD US-27 FOR
 QK0658'1.1 MILES TO THE PAVED ENTRANCE TO THE ALPINE CENTER (FORMERLY THE
 QK0658'NORTH MICHIGAN TUBERCULOSIS SANITARIUM) ON THE RIGHT AND THE MARK IN
 QK0658'THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 QK0658
 QK0658                          STATION RECOVERY (1975)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0658'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 QK0658'GOOD CONDITION AS DESCRIBED IN 1956.  THE AZIMUTH MARK POST WAS
 QK0658'RECOVERED BUT THE DISK DESTROYED.  A NEW AZIMUTH MARK WAS
 QK0658'ESTABLISHED AND IS AS DESCRIBED.  A CHECK WAS MADE FOR DISTANCE TO
 QK0658'THE REFERENCE MARKS.  THE DISTANCE WAS FOUND CORRECT.  THE
 QK0658'DIRECTION BETWEEN THE REFERENCE MARKS WERE FOUND ADEQUATE.  THE
 QK0658'ROUTE U.S. HIGHWAY 27 IN THE 1956 DESCRIPTION IS NOW OLD U.S.
 QK0658'HIGHWAY 27.  DUE TO CHANGES A NEW AND COMPLETE DESCRIPTION
 QK0658'FOLLOWS.
 QK0658'
 QK0658'THE STATION IS ABOUT 1/2 MILE NORTH OF GAYLORD AND AT THE
 QK0658'INTERSECTION OF OLD U.S. HIGHWAY 27 AND A PAVED ROAD THAT IS THE
 QK0658'ENTRANCE TO THE NORTH MICHIGAN TUBERCULOSIS SANITARIUM.  IT IS
 QK0658'ON COUNTY ROAD RIGHT-OF-WAY.  PERMISSION OBTAINED FROM MR. LARRY
 QK0658'BOWERS, OTSEGO COUNTY ENGINEER, GAYLORD, MICHIGAN.
 QK0658'
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 27 AND
 QK0658'STATE HIGHWAY 32 WHICH IS ONE BLOCK WEST OF THE POST OFFICE IN
 QK0658'GAYLORD, GO NORTH ON OLD U.S. HIGHWAY 27 FOR 0.8 MILE TO THE
 QK0658'AZIMUTH MARK ON THE LEFT, WEST SIDE OF HIGHWAY AND IN THE NORTH
 QK0658'END OF THE SIDEWALK OF THE CITGO L.P. GAS DEPOT, AS DESCRIBED.
 QK0658'CONTINUE NORTH ON OLD U.S. HIGHWAY 27 FOR 0.25 MILE TO THE
 QK0658'STATION ON THE RIGHT, EAST SIDE OF ROAD.  AS DESCRIBED.
 QK0658'
 QK0658'STATION MARKS ARE STANDARD DISKS STAMPED GAYLORD 1956.  THE
 QK0658'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QK0658'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET SOUTH OF THE
 QK0658'CENTER OF PAVED ROAD, 78.5 FEET EAST OF THE CENTERLINE OF OLD
 QK0658'U.S. HIGHWAY 27, 24 FEET WEST OF RAIL FENCE AND 16.5 SOUTHWEST
 QK0658'OF THE SOUTHWEST CORNER OF BRICK FOUNDATION OF SIGN.  THE
 QK0658'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QK0658'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QK0658'
 QK0658'REFERENCE MARK 1, A STANDARD DISK STAMPED GAYLORD NO 1 1956, IS
 QK0658'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 QK0658'WITH THE GROUND SURFACE.  IT IS 61.1 FEET NORTHEAST OF THE
 QK0658'NORTHEAST CORNER OF A BRICK FOUNDATION OF SIGN, 59 FEET SOUTH OF
 QK0658'THE APPROXIMATE CENTER OF PAVED ROAD AND 46.5 FEET NORTHEAST OF
 QK0658'A POWERLINE POLE.
 QK0658'
 QK0658'REFERENCE MARK 2, A STANDARD DISK STAMPED GAYLORD NO 2 1956, IS
 QK0658'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET
 QK0658'FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET EAST OF THE
 QK0658'CENTERLINE OF OLD U.S. HIGHWAY 27, 72 FEET NORTH OF POWERLINE
 QK0658'POLE, 5 FEET EAST OF OVERHEAD POWERLINE AND 0.6 FEET WEST OF RAIL
 QK0658'FENCE.
 QK0658'
 QK0658'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GAYLORD
 QK0658'1956 AZ 2 1975, THE DISK IS SET FLUSH IN DRILL HOLE IN THE NORTH
 QK0658'END OF SIDEWALK OF THE CITGO L.P. GAS DEPOT.  IT IS 71 FEET NORTH
 QK0658'OF THE CENTER OF DOOR AND 3.8 FEET EAST OF THE NORTHEAST CORNER
 QK0658'OF BUILDING.
 QK0658'
 QK0658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH
 QK0658'OF GAYLORD.
 QK0658'
 QK0658'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 QK0658
 QK0658                          STATION RECOVERY (1980)
 QK0658
 QK0658'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RG)
 QK0658'FOUND STATION, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.  AZIMUTH
 QK0658'MARK DISTURBED, AND DISK IS MISSING.
 QK0658
 QK0658                          STATION RECOVERY (1989)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0658'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) SOUTHEAST OF ELMIRA,
 QK0658'11.1 KM (6.90 MI) SOUTH OF VANDERBILT AND 1.8 KM (1.10 MI) NORTH OF
 QK0658'GAYLORD.  OWNERSHIP--OTSEGO COUNTY.
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (EAST MAIN
 QK0658'STREET) AND NORTH CENTER AVENUE IN THE CENTER OF GAYLORD, GO NORTH ON
 QK0658'NORTH CENTER AVENUE AND COUNTY ROAD, OLD 27, FOR 1.76 KM (1.10 MI) TO
 QK0658'THE ENTRANCE ROAD TO THE ALPINE CENTER ON THE RIGHT AND THE STATION ON
 QK0658'THE RIGHT.
 QK0658'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 QK0658'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 29.0 M (95.1 FT)
 QK0658'SOUTH OF THE CENTER OF THE ENTRANCE ROAD, 23.9 M (78.4 FT) EAST OF THE
 QK0658'CENTERLINE OF OLD 27, 7.3 M (24.0 FT) WEST OF A WOODEN POLE FENCE, 5.1
 QK0658'M (16.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BASE OF THE
 QK0658'ALPINE CENTER SIGN AND 1.3 M (4.3 FT) WEST OF A METAL WITNESS POST.
 QK0658'DESCRIBED BY E.J. HANSMANN.
 QK0658
 QK0658                          STATION RECOVERY (1991)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0658'THE STATION IS LOCATED ABOUT 14.4 KM (8.9 MI) SOUTHEAST OF ELMIRA,
 QK0658'11.1 KM (6.9 MI) SOUTH OF VANDERBILT AND 1.8 KM (1.1 MI) NORTH OF
 QK0658'GAYLORD.  OWNERSHIP--OTSEGO COUNTY.
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (EAST MAIN
 QK0658'STREET) AND NORTH CENTER AVENUE IN THE CENTER OF GAYLORD, GO NORTH ON
 QK0658'NORTH CENTER AVENUE AND COUNTY ROAD, OLD 27, FOR 1.76 KM (1.09 MI) TO
 QK0658'THE ENTRANCE ROAD TO THE ALPINE CENTER (COUNTY OFFICES) ON THE RIGHT
 QK0658'AND THE STATION ON THE RIGHT.
 QK0658'THE STATION IS LOCATED 29.0 M (95.1 FT) SOUTH OF THE CENTER OF THE
 QK0658'ENTRANCE ROAD, 23.9 M (78.4 FT) EAST OF THE CENTER OF OLD 27, 7.3 M
 QK0658'(24.0 FT) WEST OF A WOODEN POLE FENCE, 5.1 M (16.7 FT) SOUTHWEST OF
 QK0658'THE SOUTHWEST CORNER OF THE BRICK BASE OF THE ALPINE CENTER SIGN AND
 QK0658'1.3 M (4.3 FT) WEST OF A METAL WITNESS POST.
 QK0658
 QK0658                          STATION RECOVERY (1994)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0658'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF GAYLORD, ALONG OLD
 QK0658'HIGHWAY 27, AT THE ENTRANCE TO THE ALPINE CENTER (HOSPITAL) , ON ROAD
 QK0658'RIGHT-OF-WAY, IN THE SOUTHWEST 1/4 OF SECTION 27, T 31 N, R 3 W.
 QK0658'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 QK0658'UNDERPASS AT THE JUNCTION OF US HIGHWAY 27 AND STATE HIGHWAY 32 AT
 QK0658'GAYLORD, GO EAST ON HIGHWAY 32 INTO TOWN FOR 1.08 KM (0.65 MI) TO A
 QK0658'CROSS STREET.  TURN RIGHT, NORTH, ON NORTH CENTER AVENUE FOR 1.78 KM
 QK0658'(1.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING LIVINGSTONE
 QK0658'ROAD ON THE RIGHT.  STATION MARK IS A DISK SET IN THE TOP OF A 25-CM
 QK0658'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23.5 M (77.1 FT)
 QK0658'EAST OF, AND LEVEL WITH THE CENTER OF OLD HIGHWAY 27, 37.4 M (122.7
 QK0658'FT) SOUTH OF THE OUTSIDE EDGE OF THE SOUTH CURB OF LIVINGSTONE ROAD,
 QK0658'6.9 M (22.6 FT) EAST-SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 2.3 M
 QK0658'(7.5 FT) WEST OF A METAL WITNESS POST, AND 5.0 M (16.4 FT)
 QK0658'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BASE AROUND THE
 QK0658''ALPINE CENTER' SIGN.  DESCRIBED BY G.R.HEID
 QK0658
 QK0658                          STATION RECOVERY (1996)
 QK0658
 QK0658'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0658'RECOVERED IN GOOD CONDITION.
 QK0658
 QK0658                          STATION RECOVERY (2003)
 QK0658
 QK0658'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0658'NEEDS A NEW ORANGE WITNESS POST.  OLD ONE IS DAMAGED.
 QK0658
 QK0658                          STATION RECOVERY (2007)
 QK0658
 QK0658'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 QK0658'RECOVERED IN GOOD CONDITION.
 QK0658
 QK0658                          STATION RECOVERY (2023)
 QK0658
 QK0658'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (AM)
 QK0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0667 ***********************************************************************
 QK0667  DESIGNATION -  GAYLORD AZ MK RESET
 QK0667  PID         -  QK0667
 QK0667  STATE/COUNTY-  MI/OTSEGO
 QK0667  COUNTRY     -  US
 QK0667  USGS QUAD   -  GAYLORD (2017)
 QK0667
 QK0667                         *CURRENT SURVEY CONTROL
 QK0667  ______________________________________________________________________
 QK0667* NAD 83(1994) POSITION- 45 02 22.14029(N) 084 40 27.47550(W)   ADJUSTED
 QK0667* NAVD 88 ORTHO HEIGHT -   415.7   (meters)     1364.    (feet) VERTCON3
 QK0667  ______________________________________________________________________
 QK0667  GEOID HEIGHT    -        -34.969 (meters)                     GEOID18
 QK0667  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 QK0667  HORZ ORDER      -  FIRST
 QK0667
 QK0667.The horizontal coordinates were established by classical geodetic methods
 QK0667.and adjusted by the National Geodetic Survey in February 1997.
 QK0667
 QK0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0667
 QK0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0667.GEOID18 height accuracy estimate available here.
 QK0667
 QK0667.Click photographs - Photos may exist for this station.
 QK0667
 QK0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0667
 QK0667. The following values were computed from the NAD 83(1994) position.
 QK0667
 QK0667;                    North         East     Units Scale Factor Converg.
 QK0667;SPC MI C     -   191,485.316 5,975,762.989   MT  0.99991411   -0 13 02.3
 QK0667;SPC MI C     -   628,232.66 19,605,521.62   iFT  0.99991411   -0 13 02.3
 QK0667;UTM  16      - 4,989,967.827   683,174.901   MT  1.00001259   +1 38 46.0
 QK0667
 QK0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0667!SPC MI C     -   0.99994032  x   0.99991411  =   0.99985443
 QK0667!UTM  16      -   0.99994032  x   1.00001259  =   0.99995291
 QK0667
 QK0667:                Primary Azimuth Mark                     Grid Az
 QK0667:SPC MI C     -  GAYLORD                                  008 11 18.1
 QK0667:UTM  16      -  GAYLORD                                  006 19 29.8
 QK0667
 QK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8317489967(NAD 83)
 QK0667
 QK0667|---------------------------------------------------------------------|
 QK0667| PID    Reference Object                     Distance      Geod. Az  |
 QK0667|                                                           dddmmss.s |
 QK0667| QK0658 GAYLORD                             407.322 METERS 0075815.8 |
 QK0667| QK0668 GAYLORD AZ MK PT A                    6.846 METERS 32307     |
 QK0667|---------------------------------------------------------------------|
 QK0667
 QK0667                          SUPERSEDED SURVEY CONTROL
 QK0667
 QK0667  NAD 83(1986)-  45 02 22.13403(N)    084 40 27.48082(W) AD(       ) 1
 QK0667  NAD 27      -  45 02 22.08099(N)    084 40 27.36972(W) AD(       ) 1
 QK0667  NGVD 29 (07/19/86)  415.8    (m)         1364.     (f) VERT ANG       
 QK0667
 QK0667.Superseded values are not recommended for survey control.
 QK0667
 QK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0667.See file dsdata.pdf to determine how the superseded data were derived.
 QK0667
 QK0667_MARKER: DR = REFERENCE MARK DISK
 QK0667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0667_SP_SET: SIDEWALK
 QK0667_STAMPING: GAYLORD 1956 AZ 2 1975
 QK0667_MARK LOGO: NGS
 QK0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0667
 QK0667  HISTORY     - Date     Condition        Report By
 QK0667  HISTORY     - 1975     MONUMENTED       NGS
 QK0667
 QK0667                          STATION DESCRIPTION
 QK0667
 QK0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0667'THE MARK IS LOCATED ABOUT 7.2 MI (11.5 KM) SOUTH OF VANDERBILT, 5.0 MI
 QK0667'(8.0 KM) WEST OF SPARR AND 0.8 MI (1.3 KM) NORTH OF GAYLORD.
 QK0667'
 QK0667'THE DISK IS SET FLUSH IN DRILL HOLE IN THE NORTH END OF SIDEWALK OF
 QK0667'THE CITGO L.P. GAS DEPOT.  IT IS 71 FEET NORTH OF THE CENTER OF DOOR
 QK0667'AND 3.8 FEET EAST OF THE NORTHEAST CORNER OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5561 ***********************************************************************
 AJ5561  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5561  DESIGNATION -  GAYLORD CORS ARP
 AJ5561  CORS_ID     -  NOR2
 AJ5561  PID         -  AJ5561
 AJ5561  STATE/COUNTY-  MI/OTSEGO
 AJ5561  COUNTRY     -  US
 AJ5561  USGS QUAD   -  OTSEGO LAKE (2017)
 AJ5561
 AJ5561                         *CURRENT SURVEY CONTROL
 AJ5561  ______________________________________________________________________
 AJ5561* NAD 83(2011) POSITION- 44 59 21.30462(N) 084 41 00.16746(W)   ADJUSTED
 AJ5561* NAD 83(2011) ELLIP HT-   361.407 (meters)        (04/??/25)   ADJUSTED
 AJ5561* NAD 83(2011) EPOCH   -  2010.00
 AJ5561  ______________________________________________________________________
 AJ5561  GEOID HEIGHT    -        -34.852 (meters)                     GEOID18
 AJ5561  NAD 83(2011) X  -    418,699.291 (meters)                     COMP
 AJ5561  NAD 83(2011) Y  - -4,499,251.023 (meters)                     COMP
 AJ5561  NAD 83(2011) Z  -  4,486,759.180 (meters)                     COMP
 AJ5561
 AJ5561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5561  Standards:
 AJ5561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5561  -------------------------------------------------------------------
 AJ5561  NETWORK    0.13   0.41           0.06   0.04   0.21      0.05031300
 AJ5561  -------------------------------------------------------------------
 AJ5561
 AJ5561.The coordinates were established by GPS observations
 AJ5561.and adjusted by the National Geodetic Survey in April 2025.
 AJ5561
 AJ5561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5561.been affixed to the stable North American Tectonic Plate. 
 AJ5561
 AJ5561.The coordinates are valid at the epoch date displayed above
 AJ5561.which is a decimal equivalence of Year/Month/Day.
 AJ5561
 AJ5561.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5561.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5561.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5561.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5561.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5561.published epoch of 2010.00.
 AJ5561
 AJ5561.Additional information on MYCS is available at:
 AJ5561.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5561
 AJ5561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5561.GEOID18 height accuracy estimate available here.
 AJ5561
 AJ5561.The PID for the CORS L1 Phase Center is DG4057.
 AJ5561
 AJ5561.Click photographs - Photos may exist for this station.
 AJ5561
 AJ5561.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5561
 AJ5561.The ellipsoidal height was determined by GPS observations
 AJ5561.and is referenced to NAD 83.
 AJ5561
 AJ5561. The following values were computed from the NAD 83(2011) position.
 AJ5561
 AJ5561;                    North         East     Units Scale Factor Converg.
 AJ5561;SPC MI C     -   185,906.195 5,975,025.735   MT  0.99991303   -0 13 25.4
 AJ5561;SPC MI C     -   609,928.46 19,603,102.81   iFT  0.99991303   -0 13 25.4
 AJ5561;UTM  16      - 4,984,367.143   682,619.329   MT  1.00001009   +1 38 17.7
 AJ5561
 AJ5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5561!SPC MI C     -   0.99994334  x   0.99991303  =   0.99985637
 AJ5561!UTM  16      -   0.99994334  x   1.00001009  =   0.99995343
 AJ5561
 AJ5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8261984367(NAD 83)
 AJ5561
 AJ5561                          SUPERSEDED SURVEY CONTROL
 AJ5561
 AJ5561  NAD 83(2011)-  44 59 21.30476(N)    084 41 00.16751(W) AD(2010.00) c
 AJ5561  ELLIP H (06/??/19)  361.414  (m)                       GP(2010.00) c c
 AJ5561  NAD 83(2011)-  44 59 21.30482(N)    084 41 00.16731(W) AD(2010.00) c
 AJ5561  NAD 83(2011)-  44 59 21.30477(N)    084 41 00.16735(W) AD(2010.00) c
 AJ5561  ELLIP H (08/??/11)  361.408  (m)                       GP(2010.00) c c
 AJ5561  NAD 83(2007)-  44 59 21.30509(N)    084 41 00.16833(W) AD(2002.00) c
 AJ5561  NAD 83(CORS)-  44 59 21.30509(N)    084 41 00.16833(W) AD(2002.00) c
 AJ5561  ELLIP H (03/??/02)  361.426  (m)                       GP(2002.00) c c
 AJ5561  NAD 83(CORS)-  44 59 21.30509(N)    084 41 00.16833(W) AD(1997.00) c
 AJ5561  ELLIP H (10/??/01)  361.426  (m)                       GP(1997.00) c c
 AJ5561
 AJ5561.Superseded values are not recommended for survey control.
 AJ5561
 AJ5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5561.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5561
 AJ5561_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5561
 AJ5561                          STATION DESCRIPTION
 AJ5561
 AJ5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5561'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5561'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5561'AND LOG FILES ACCESSIBLE AT:
 AJ5561'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ8891 ***********************************************************************
 DJ8891  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8891  DESIGNATION -  GAYLORD CORS ARP
 DJ8891  CORS_ID     -  MIGD
 DJ8891  PID         -  DJ8891
 DJ8891  STATE/COUNTY-  MI/OTSEGO
 DJ8891  COUNTRY     -  US
 DJ8891  USGS QUAD   -  GAYLORD (2017)
 DJ8891
 DJ8891                         *CURRENT SURVEY CONTROL
 DJ8891  ______________________________________________________________________
 DJ8891* NAD 83(2011) POSITION- 45 01 35.67193(N) 084 38 40.99751(W)   ADJUSTED
 DJ8891* NAD 83(2011) ELLIP HT-   368.997 (meters)        (04/??/25)   ADJUSTED
 DJ8891* NAD 83(2011) EPOCH   -  2010.00
 DJ8891  ______________________________________________________________________
 DJ8891  GEOID HEIGHT    -        -34.998 (meters)                     GEOID18
 DJ8891  NAD 83(2011) X  -    421,461.613 (meters)                     COMP
 DJ8891  NAD 83(2011) Y  - -4,496,052.051 (meters)                     COMP
 DJ8891  NAD 83(2011) Z  -  4,489,697.331 (meters)                     COMP
 DJ8891
 DJ8891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8891  Standards:
 DJ8891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8891  -------------------------------------------------------------------
 DJ8891  NETWORK    0.20   0.34           0.10   0.06   0.17     -0.20645000
 DJ8891  -------------------------------------------------------------------
 DJ8891
 DJ8891.The coordinates were established by GPS observations
 DJ8891.and adjusted by the National Geodetic Survey in April 2025.
 DJ8891
 DJ8891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8891.been affixed to the stable North American Tectonic Plate. 
 DJ8891
 DJ8891.The coordinates are valid at the epoch date displayed above
 DJ8891.which is a decimal equivalence of Year/Month/Day.
 DJ8891
 DJ8891.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ8891.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ8891.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ8891.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ8891.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ8891.published epoch of 2010.00.
 DJ8891
 DJ8891.Additional information on MYCS is available at:
 DJ8891.https://geodesy.noaa.gov/CORS/index.shtml
 DJ8891
 DJ8891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8891.GEOID18 height accuracy estimate available here.
 DJ8891
 DJ8891.The PID for the CORS L1 Phase Center is DR6177.
 DJ8891
 DJ8891.Click photographs - Photos may exist for this station.
 DJ8891
 DJ8891.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8891
 DJ8891.The ellipsoidal height was determined by GPS observations
 DJ8891.and is referenced to NAD 83.
 DJ8891
 DJ8891. The following values were computed from the NAD 83(2011) position.
 DJ8891
 DJ8891;                    North         East     Units Scale Factor Converg.
 DJ8891;SPC MI C     -   190,042.551 5,978,088.324   MT  0.99991376   -0 11 47.1
 DJ8891;SPC MI C     -   623,499.18 19,613,150.67   iFT  0.99991376   -0 11 47.1
 DJ8891;UTM  16      - 4,988,601.290   685,546.164   MT  1.00002334   +1 40 00.0
 DJ8891
 DJ8891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8891!SPC MI C     -   0.99994215  x   0.99991376  =   0.99985591
 DJ8891!UTM  16      -   0.99994215  x   1.00002334  =   0.99996549
 DJ8891
 DJ8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8554688601(NAD 83)
 DJ8891
 DJ8891                          SUPERSEDED SURVEY CONTROL
 DJ8891
 DJ8891  NAD 83(2011)-  45 01 35.67205(N)    084 38 40.99768(W) AD(2010.00) c
 DJ8891  ELLIP H (06/??/20)  368.990  (m)                       GP(2010.00) c c
 DJ8891  NAD 83(2011)-  45 01 35.67205(N)    084 38 40.99774(W) AD(2010.00) c
 DJ8891  ELLIP H (06/??/19)  368.998  (m)                       GP(2010.00) c c
 DJ8891  NAD 83(2011)-  45 01 35.67210(N)    084 38 40.99733(W) AD(2010.00) c
 DJ8891  NAD 83(2011)-  45 01 35.67199(N)    084 38 40.99749(W) AD(2010.00) c
 DJ8891  ELLIP H (08/??/11)  368.986  (m)                       GP(2010.00) c c
 DJ8891  NAD 83(CORS)-  45 01 35.67211(N)    084 38 40.99751(W) AD(2002.00) c
 DJ8891  ELLIP H (01/??/08)  369.003  (m)                       GP(2002.00) c c
 DJ8891
 DJ8891.Superseded values are not recommended for survey control.
 DJ8891
 DJ8891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8891.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8891
 DJ8891_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8891
 DJ8891                          STATION DESCRIPTION
 DJ8891
 DJ8891'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ8891'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ8891'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ8891'AND LOG FILES ACCESSIBLE AT:
 DJ8891'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0663 ***********************************************************************
 QK0663  DESIGNATION -  GAYLORD MUNICIPAL TANK N
 QK0663  PID         -  QK0663
 QK0663  STATE/COUNTY-  MI/OTSEGO
 QK0663  COUNTRY     -  US
 QK0663  USGS QUAD   -  GAYLORD (2017)
 QK0663
 QK0663                         *CURRENT SURVEY CONTROL
 QK0663  ______________________________________________________________________
 QK0663* NAD 83(1994) POSITION- 45 01 19.69791(N) 084 40 56.17179(W)   ADJUSTED
 QK0663  ______________________________________________________________________
 QK0663  GEOID HEIGHT    -        -34.922 (meters)                     GEOID18
 QK0663  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 QK0663  HORZ ORDER      -  THIRD
 QK0663
 QK0663.The horizontal coordinates were established by classical geodetic methods
 QK0663.and adjusted by the National Geodetic Survey in February 1997.
 QK0663
 QK0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0663.GEOID18 height accuracy estimate available here.
 QK0663
 QK0663.Click photographs - Photos may exist for this station.
 QK0663
 QK0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0663
 QK0663. The following values were computed from the NAD 83(1994) position.
 QK0663
 QK0663;                    North         East     Units Scale Factor Converg.
 QK0663;SPC MI C     -   189,560.307 5,975,127.476   MT  0.99991365   -0 13 22.6
 QK0663;SPC MI C     -   621,917.02 19,603,436.60   iFT  0.99991365   -0 13 22.6
 QK0663;UTM  16      - 4,988,022.984   682,602.255   MT  1.00001001   +1 38 23.9
 QK0663
 QK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8260288022(NAD 83)
 QK0663
 QK0663                          SUPERSEDED SURVEY CONTROL
 QK0663
 QK0663  NAD 83(1986)-  45 01 19.69191(N)    084 40 56.17687(W) AD(       ) 3
 QK0663  NAD 27      -  45 01 19.63761(N)    084 40 56.06609(W) AD(       ) 3
 QK0663
 QK0663.Superseded values are not recommended for survey control.
 QK0663
 QK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0663.See file dsdata.pdf to determine how the superseded data were derived.
 QK0663
 QK0663_MARKER: 53 = ELEVATED TANK
 QK0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0663+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 QK0663
 QK0663  HISTORY     - Date     Condition        Report By
 QK0663  HISTORY     - 1975     FIRST OBSERVED   NGS
 QK0663  HISTORY     - 19960811 GOOD             USPSQD
 QK0663  HISTORY     - 20030215 GOOD             USPSQD
 QK0663  HISTORY     - 20070605 GOOD             GEOCAC
 QK0663
 QK0663                          STATION DESCRIPTION
 QK0663
 QK0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0663'GAYLORD MUNICIPAL WATER TANK IS A DOUBLE ELLIPSOIDAL TANK
 QK0663'ATOP A STANDPIPE, 120 FEET HIGH AND PAINTED SILVER BLUE
 QK0663'WITH GAYLORD THE ALPIN VILLAGE PAINTED ON THE NORTH AND
 QK0663'SOUTH SIDE.
 QK0663'
 QK0663'STATION IS THE LIGHT ATOP THE TANK AND IS LOCATED JUST
 QK0663'EAST OF INTERSTATE HIGHWAY 75 IN THE SOUTHWEST SECTION OF
 QK0663'GAYLORD.
 QK0663
 QK0663                          STATION RECOVERY (1996)
 QK0663
 QK0663'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0663'RECOVERED IN GOOD CONDITION.
 QK0663
 QK0663                          STATION RECOVERY (2003)
 QK0663
 QK0663'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0663'RECOVERED IN GOOD CONDITION.
 QK0663
 QK0663                          STATION RECOVERY (2007)
 QK0663
 QK0663'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 QK0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0661 ***********************************************************************
 QK0661  DESIGNATION -  GAYLORD RADIO WATC MAST
 QK0661  PID         -  QK0661
 QK0661  STATE/COUNTY-  MI/OTSEGO
 QK0661  COUNTRY     -  US
 QK0661  USGS QUAD   -  GAYLORD (2017)
 QK0661
 QK0661                         *CURRENT SURVEY CONTROL
 QK0661  ______________________________________________________________________
 QK0661* NAD 83(1994) POSITION- 45 01 32.69515(N) 084 39 39.88403(W)   ADJUSTED
 QK0661  ______________________________________________________________________
 QK0661  GEOID HEIGHT    -        -34.967 (meters)                     GEOID18
 QK0661  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 QK0661  HORZ ORDER      -  THIRD
 QK0661
 QK0661.The horizontal coordinates were established by classical geodetic methods
 QK0661.and adjusted by the National Geodetic Survey in February 1997.
 QK0661
 QK0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0661.GEOID18 height accuracy estimate available here.
 QK0661
 QK0661.Click photographs - Photos may exist for this station.
 QK0661
 QK0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0661
 QK0661. The following values were computed from the NAD 83(1994) position.
 QK0661
 QK0661;                    North         East     Units Scale Factor Converg.
 QK0661;SPC MI C     -   189,955.215 5,976,798.979   MT  0.99991374   -0 12 28.7
 QK0661;SPC MI C     -   623,212.65 19,608,920.53   iFT  0.99991374   -0 12 28.7
 QK0661;UTM  16      - 4,988,472.068   684,260.203   MT  1.00001749   +1 39 18.3
 QK0661
 QK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8426088472(NAD 83)
 QK0661
 QK0661                          SUPERSEDED SURVEY CONTROL
 QK0661
 QK0661  NAD 83(1986)-  45 01 32.68883(N)    084 39 39.88895(W) AD(       ) 3
 QK0661  NAD 27      -  45 01 32.63555(N)    084 39 39.78052(W) AD(       ) 3
 QK0661
 QK0661.Superseded values are not recommended for survey control.
 QK0661
 QK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0661.See file dsdata.pdf to determine how the superseded data were derived.
 QK0661
 QK0661_MARKER: 42 = RADIO/TV MAST
 QK0661
 QK0661  HISTORY     - Date     Condition        Report By
 QK0661  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0661  HISTORY     - 1975     GOOD             NGS
 QK0661  HISTORY     - 19960812 GOOD             USPSQD
 QK0661
 QK0661                          STATION DESCRIPTION
 QK0661
 QK0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0661'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 QK0661'STATION WATC WHICH
 QK0661'IS LOCATED 0.25 MILE EAST OF GAYLORD ON STATE HIGHWAY M 32.  IT
 QK0661'IS 284 FEET HIGH, PAINTED ALTERNATELY
 QK0661'WHITE AND INTERNATIONAL ORANGE.
 QK0661
 QK0661                          STATION RECOVERY (1975)
 QK0661
 QK0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0661'GAYLORD, RADIO STATION WATC, MAST WAS RECOVERED AS DESCRIBED.
 QK0661
 QK0661                          STATION RECOVERY (1996)
 QK0661
 QK0661'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0659 ***********************************************************************
 QK0659  DESIGNATION -  GAYLORD ST MARYS CHURCH SPIRE
 QK0659  PID         -  QK0659
 QK0659  STATE/COUNTY-  MI/OTSEGO
 QK0659  COUNTRY     -  US
 QK0659  USGS QUAD   -  GAYLORD (2017)
 QK0659
 QK0659                         *CURRENT SURVEY CONTROL
 QK0659  ______________________________________________________________________
 QK0659* NAD 83(1994) POSITION- 45 01 44.56593(N) 084 40 38.49859(W)   ADJUSTED
 QK0659  ______________________________________________________________________
 QK0659  GEOID HEIGHT    -        -34.944 (meters)                     GEOID18
 QK0659  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QK0659  HORZ ORDER      -  THIRD
 QK0659
 QK0659.The horizontal coordinates were established by classical geodetic methods
 QK0659.and adjusted by the National Geodetic Survey in February 1997.
 QK0659
 QK0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0659.GEOID18 height accuracy estimate available here.
 QK0659
 QK0659.Click photographs - Photos may exist for this station.
 QK0659
 QK0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0659
 QK0659. The following values were computed from the NAD 83(1994) position.
 QK0659
 QK0659;                    North         East     Units Scale Factor Converg.
 QK0659;SPC MI C     -   190,326.419 5,975,517.308   MT  0.99991382   -0 13 10.1
 QK0659;SPC MI C     -   624,430.51 19,604,715.58   iFT  0.99991382   -0 13 10.1
 QK0659;UTM  16      - 4,988,801.440   682,967.010   MT  1.00001165   +1 38 37.1
 QK0659
 QK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8296788801(NAD 83)
 QK0659
 QK0659                          SUPERSEDED SURVEY CONTROL
 QK0659
 QK0659  NAD 83(1986)-  45 01 44.55963(N)    084 40 38.50348(W) AD(       ) 3
 QK0659  NAD 27      -  45 01 44.50962(N)    084 40 38.39196(W) AD(       ) 3
 QK0659
 QK0659.Superseded values are not recommended for survey control.
 QK0659
 QK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0659.See file dsdata.pdf to determine how the superseded data were derived.
 QK0659
 QK0659_MARKER: 91 = CHURCH CROSS
 QK0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0659+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 QK0659
 QK0659  HISTORY     - Date     Condition        Report By
 QK0659  HISTORY     - 1932     FIRST OBSERVED   CGS
 QK0659  HISTORY     - 1956     GOOD             CGS
 QK0659  HISTORY     - 19960811 GOOD             USPSQD
 QK0659  HISTORY     - 20030215 GOOD             USPSQD
 QK0659  HISTORY     - 20070605 GOOD             GEOCAC
 QK0659
 QK0659                          STATION DESCRIPTION
 QK0659
 QK0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0659'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 QK0659'DESCRIPTION FOLLOWS.
 QK0659'
 QK0659'THE STATION IS THE CENTER OF THE BASE OF THE GOLD COLORED CROSS ON
 QK0659'THE TOP OF THE ST. MARYS
 QK0659'CHURCH SPIRE, LOCATED AT THE INTERSECTION OF N OTSEGO AND MITCHELL
 QK0659'AVE. IN GAYLORD.
 QK0659'
 QK0659'IT IS A GOLD COLORED CROSS ON THE TOP OF A CLOCK TOWER THAT FORMS
 QK0659'PART OF A COPPER COVERED SPIRE.
 QK0659'THE ENTIRE HEIGHT IS ABOUT 80 FEET.
 QK0659
 QK0659                          STATION RECOVERY (1996)
 QK0659
 QK0659'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0659'RECOVERED IN GOOD CONDITION.
 QK0659
 QK0659                          STATION RECOVERY (2003)
 QK0659
 QK0659'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0659'MARKER IS COPPER CROSS WITH GREEN OXIDATION.
 QK0659
 QK0659                          STATION RECOVERY (2007)
 QK0659
 QK0659'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 QK0659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0097 ***********************************************************************
 NF0097  DESIGNATION -  GB
 NF0097  PID         -  NF0097
 NF0097  STATE/COUNTY-  MI/INGHAM
 NF0097  COUNTRY     -  US
 NF0097  USGS QUAD   -  EAST LANSING (2017)
 NF0097
 NF0097                         *CURRENT SURVEY CONTROL
 NF0097  ______________________________________________________________________
 NF0097* NAD 83(1986) POSITION- 42 43 47.     (N) 084 29 02.     (W)   SCALED
 NF0097* NAVD 88 ORTHO HEIGHT -   254.79  (+/-2cm)      835.9   (feet) VERTCON3
 NF0097  ______________________________________________________________________
 NF0097  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 NF0097  VERT ORDER      -  ? (See Below)
 NF0097
 NF0097.The horizontal coordinates were scaled from a map and have
 NF0097.an estimated accuracy of +/- 6 seconds.
 NF0097
 NF0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0097
 NF0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0097.GEOID18 height accuracy estimate available here.
 NF0097
 NF0097.The vertical order pertains to the NGVD 29 superseded value.
 NF0097
 NF0097.Click photographs - Photos may exist for this station.
 NF0097
 NF0097;                    North         East    Units  Estimated Accuracy
 NF0097;SPC MI S     -   136,600.    3,990,400.      MT  (+/- 180 meters Scaled)
 NF0097
 NF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN059338(NAD 83)
 NF0097
 NF0097                          SUPERSEDED SURVEY CONTROL
 NF0097
 NF0097  NGVD 29 (??/??/92)  254.927  (m)          836.37   (f) ADJ UNCH       
 NF0097
 NF0097.Superseded values are not recommended for survey control.
 NF0097
 NF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0097.See file dsdata.pdf to determine how the superseded data were derived.
 NF0097
 NF0097_MARKER: Q = CHISELED SQUARE
 NF0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0097_SP_SET: CURB OF BRIDGE
 NF0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0097
 NF0097  HISTORY     - Date     Condition        Report By
 NF0097  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0097  HISTORY     - 1932     GOOD             MISCOL
 NF0097
 NF0097                          STATION DESCRIPTION
 NF0097
 NF0097'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0097'AT EAST LANSING.
 NF0097'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0097'FARM, AT GYM BRIDGE OVER RED CEDAR RIVER, AND ON THE TOP OF THE
 NF0097'NORTH END OF THE WEST CURB.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0959 ***********************************************************************
 RJ0959  DESIGNATION -  GEM
 RJ0959  PID         -  RJ0959
 RJ0959  STATE/COUNTY-  MI/CHIPPEWA
 RJ0959  COUNTRY     -  US
 RJ0959  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0959
 RJ0959                         *CURRENT SURVEY CONTROL
 RJ0959  ______________________________________________________________________
 RJ0959* NAD 83(1994) POSITION- 46 25 55.65192(N) 084 10 36.03911(W)   ADJUSTED
 RJ0959* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0959  ______________________________________________________________________
 RJ0959  GEOID HEIGHT    -        -36.686 (meters)                     GEOID18
 RJ0959  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 RJ0959  HORZ ORDER      -  THIRD
 RJ0959
 RJ0959.The horizontal coordinates were established by classical geodetic methods
 RJ0959.and adjusted by the National Geodetic Survey in February 1997.
 RJ0959
 RJ0959.The orthometric height was scaled from a topographic map.
 RJ0959
 RJ0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0959.GEOID18 height accuracy estimate available here.
 RJ0959
 RJ0959.Click photographs - Photos may exist for this station.
 RJ0959
 RJ0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0959
 RJ0959. The following values were computed from the NAD 83(1994) position.
 RJ0959
 RJ0959;                    North         East     Units Scale Factor Converg.
 RJ0959;SPC MI N     -   187,117.448 8,216,928.844   MT  0.99990611   +2 02 26.4
 RJ0959;SPC MI N     -   613,902.39 26,958,427.97   iFT  0.99990611   +2 02 26.4
 RJ0959;SPC MI C     -   346,248.444 6,014,605.866   MT  1.00025222   +0 08 03.2
 RJ0959;SPC MI C     - 1,135,985.71 19,732,958.88   iFT  1.00025222   +0 08 03.2
 RJ0959;UTM  16      - 5,145,935.082   716,904.003   MT  1.00017835   +2 02 47.2
 RJ0959
 RJ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0959!SPC MI N     -   0.99997816  x   0.99990611  =   0.99988427
 RJ0959!SPC MI C     -   0.99997816  x   1.00025222  =   1.00023037
 RJ0959!UTM  16      -   0.99997816  x   1.00017835  =   1.00015650
 RJ0959
 RJ0959:                Primary Azimuth Mark                     Grid Az
 RJ0959:SPC MI N     -  PUMPKIN IBC 1944                         135 46 29.8
 RJ0959:SPC MI C     -  PUMPKIN IBC 1944                         137 40 53.0
 RJ0959:UTM  16      -  PUMPKIN IBC 1944                         135 46 09.0
 RJ0959
 RJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1690445935(NAD 83)
 RJ0959
 RJ0959|---------------------------------------------------------------------|
 RJ0959| PID    Reference Object                     Distance      Geod. Az  |
 RJ0959|                                                           dddmmss.s |
 RJ0959| RJ0950 PUMPKIN IBC 1944                    APPROX. 5.2 KM 1374856.2 |
 RJ0959|---------------------------------------------------------------------|
 RJ0959
 RJ0959                          SUPERSEDED SURVEY CONTROL
 RJ0959
 RJ0959  NAD 83(1986)-  46 25 55.64389(N)    084 10 36.04966(W) AD(       ) 3
 RJ0959  NAD 27      -  46 25 55.56800(N)    084 10 35.93900(W) AD(       ) 3
 RJ0959
 RJ0959.Superseded values are not recommended for survey control.
 RJ0959
 RJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0959.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0959
 RJ0959_MARKER: H = DRILL HOLE
 RJ0959_SETTING: 80 = SET IN A BOULDER
 RJ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0959+STABILITY: SURFACE MOTION
 RJ0959
 RJ0959  HISTORY     - Date     Condition        Report By
 RJ0959  HISTORY     - 1944     MONUMENTED       IBC
 RJ0959  HISTORY     - 1958     GOOD             IBC
 RJ0959
 RJ0959                          STATION DESCRIPTION
 RJ0959
 RJ0959'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0959'ON THE SW POINT OF GEM ISLAND IN THE W PART OF LAKE GEORGE, A MILE
 RJ0959'NE OF WHIPPLE POINT ON SUGAR ISLAND.  IT IS 30 FEET INLAND FROM THE
 RJ0959'TIP OF THE POINT AT THE PRESENT HIGH WATER.
 RJ0959
 RJ0959                          STATION RECOVERY (1958)
 RJ0959
 RJ0959'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1342 ***********************************************************************
 NE1342  DESIGNATION -  GENERAL
 NE1342  PID         -  NE1342
 NE1342  STATE/COUNTY-  MI/WAYNE
 NE1342  COUNTRY     -  US
 NE1342  USGS QUAD   -  DETROIT (2017)
 NE1342
 NE1342                         *CURRENT SURVEY CONTROL
 NE1342  ______________________________________________________________________
 NE1342* NAD 83(1994) POSITION- 42 22 08.10975(N) 083 04 30.92689(W)   ADJUSTED
 NE1342* NAVD 88 ORTHO HEIGHT -   258.5   (meters)      848.    (feet) VERTCON3
 NE1342  ______________________________________________________________________
 NE1342  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 NE1342  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 NE1342  HORZ ORDER      -  FIRST
 NE1342
 NE1342.The horizontal coordinates were established by classical geodetic methods
 NE1342.and adjusted by the National Geodetic Survey in February 1997.
 NE1342
 NE1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1342
 NE1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1342.GEOID18 height accuracy estimate available here.
 NE1342
 NE1342.Click photographs - Photos may exist for this station.
 NE1342
 NE1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1342
 NE1342. The following values were computed from the NAD 83(1994) position.
 NE1342
 NE1342;                    North         East     Units Scale Factor Converg.
 NE1342;SPC MI S     -    97,333.471 4,106,364.214   MT  0.99994718   +0 52 43.8
 NE1342;SPC MI S     -   319,335.53 13,472,323.54   iFT  0.99994718   +0 52 43.8
 NE1342;UTM  17      - 4,692,824.147   329,124.915   MT  0.99995926   -1 23 55.9
 NE1342
 NE1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1342!SPC MI S     -   0.99996486  x   0.99994718  =   0.99991204
 NE1342!UTM  17      -   0.99996486  x   0.99995926  =   0.99992412
 NE1342
 NE1342:                Primary Azimuth Mark                     Grid Az
 NE1342:SPC MI S     -  WINDSOR TV STATION CKLW MAST             159 01 49.6
 NE1342:UTM  17      -  WINDSOR TV STATION CKLW MAST             161 18 29.3
 NE1342
 NE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2912492824(NAD 83)
 NE1342
 NE1342|---------------------------------------------------------------------|
 NE1342| PID    Reference Object                     Distance      Geod. Az  |
 NE1342|                                                           dddmmss.s |
 NE1342| NE1313 DETROIT HUPMOBILE MOTOR CO TK       APPROX. 3.6 KM 0643451.8 |
 NE1342| NE1105 DETROIT EDISON CO PLANT N STK       APPROX. 9.6 KM 0964016.9 |
 NE1342| CH0224 GENERAL RM 1                          2.223 METERS 10618     |
 NE1342| NE1339 DETROIT HEART OF MARY N SPIRE       APPROX. 2.5 KM 1175625.2 |
 NE1342| NE1111 DETROIT RADIO KQA 414 NE MAST       APPROX. 7.1 KM 1183011.5 |
 NE1342| NE1345 DETROIT ST JOSEPHAT CH SPIRE        APPROX. 4.3 KM 1263248.7 |
 NE1342| NE1338 DETROIT RADIO STA WXYZ E MAST       APPROX. 1.5 KM 1461600.3 |
 NE1342| NE1340 DETROIT HUDSON BLDG FLAGPOLE        APPROX. 4.5 KM 1493317.5 |
 NE1342| NE1347 DETROIT UNION GUARDIAN BLDG FP      APPROX. 5.0 KM 1511154.3 |
 NE1342| NE1343 DETROIT CITY COLLEGE BELFRY         APPROX. 1.7 KM 1552635.3 |
 NE1342| NE1331 WINDSOR CANADIAN PAC RR TWR         APPROX. 6.1 KM 1591202.4 |
 NE1342| NE1332 WINDSOR TV STATION CKLW MAST        APPROX. 6.2 KM 1595433.4 |
 NE1342| NE1333 WINDSOR AMBASSADOR BR S TOWER       APPROX. 6.6 KM 1781012.0 |
 NE1342| NE1341 DETROIT AMBASSADOR BR N TOWER       APPROX. 6.0 KM 1801932.5 |
 NE1342| NE1359 DEARBORN FORD AIRPORT BEACON        APPROX.13.7 KM 2361355.9 |
 NE1342| CH0225 GENERAL RM 2                          2.426 METERS 28626     |
 NE1342|---------------------------------------------------------------------|
 NE1342
 NE1342                          SUPERSEDED SURVEY CONTROL
 NE1342
 NE1342  NAD 83(1986)-  42 22 08.11694(N)    083 04 30.95789(W) AD(       ) 1
 NE1342  NAD 27      -  42 22 07.98240(N)    083 04 31.23430(W) AD(       ) 1
 NE1342  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 NE1342
 NE1342.Superseded values are not recommended for survey control.
 NE1342
 NE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1342.See file dsdata.pdf to determine how the superseded data were derived.
 NE1342
 NE1342_MARKER: X = CHISELED CROSS
 NE1342_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE1342_SP_SET: BUILDING ROOF
 NE1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1342+STABILITY: POSITION/ELEVATION WELL
 NE1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1342+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE1342
 NE1342  HISTORY     - Date     Condition        Report By
 NE1342  HISTORY     - 1932     MONUMENTED       CGS
 NE1342  HISTORY     - 1934     GOOD             CGS
 NE1342  HISTORY     - 1957     GOOD             CGS
 NE1342  HISTORY     - 1964     GOOD             CGS
 NE1342  HISTORY     - 1988     GOOD             USPSQD
 NE1342  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE1342  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE1342
 NE1342                          STATION DESCRIPTION
 NE1342
 NE1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1342'IN DETROIT, ON NORTHEAST CORNER OF ROOF OF GENERAL MOTORS OFFICE
 NE1342'BUILDING AT INTERSECTION OF CASS AVENUE AND GRAND BOULEVARD, AND ON
 NE1342'LINE BETWEEN TWO REFERENCE MARKS IN NORTHEAST CORNER OF ELEVATED
 NE1342'PORTION OF ROOF.  STATION IS NOT MARKED BECAUSE TILE ROOF IS
 NE1342'UNSUITABLE FOR SETTING MARK.  REFERENCE MARKS ARE STANDARD REFERENCE
 NE1342'DISKS IN CEMENT-BLOCK COPING OF LOW PARAPET WALL.  NO. 1 IS 12 FEET
 NE1342'SOUTH OF NORTHEAST CORNER, AND 7.29 FEET FROM STATION IN AZIMUTH 286
 NE1342'DEG 27 MIN. NO 2 IS 11.7 FEET WEST OF NORTHEAST CORNER, AND 7.96 FEET
 NE1342'FROM STATION IN AZIMUTH 106 DEG 27 MIN. AZIMUTH FROM STATION TO
 NE1342'DETROIT, WXYZ RADIO STATION, EAST MAST, IS 326 DEG 16 MIN 04 SEC, AND
 NE1342'TO DETROIT, HUDSON BUILDING, FLAGPOLE, 329 DEG 33 MIN 18 SEC.
 NE1342
 NE1342                          STATION RECOVERY (1957)
 NE1342
 NE1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1342'THE REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 NE1342'AND THE CROSS MARK THAT MARKS THE STATION IS PLAINLY VISIBLE.  THE
 NE1342'DISTANCES TO BOTH REFERENCE MARKS WERE FOUND TO BE THE SAME AS STATED
 NE1342'IN THE ORIGINAL DESCRIPTION.  A DISCREPANCY OF 1 MINUTE WAS FOUND IN
 NE1342'THE DIRECTION TO REFERENCE MARK 2, AND A DIFFERENCE OF 9 MINUTES TO
 NE1342'REFERENCE MARK 1.  BOTH REFERENCE MARKS ARE SO NEAR THE STATION THAT
 NE1342'THE WILD T-3 THEODOLITE WOULD NOT FOCUS DOWN SHORT ENOUGH FOR THE
 NE1342'SECONDS TO BE DETERMINED.
 NE1342'
 NE1342'ADDITIONAL CONSTRUCTION OF THE GENERAL MOTORS BUILDING HAS BEEN
 NE1342'ERECTED SINCE 1934, AND HAS BLOCKED SOME OF THE INTERSECTION STATIONS
 NE1342'THAT WERE PREVIOUSLY DETERMINED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NE1342'
 NE1342'THE STATION IS LOCATED ON TOP OF THE GENERAL MOTORS OFFICE BUILDING IN
 NE1342'DOWNTOWN DETROIT, AT THE CORNER OF CASS AVENUE AND GRAND BOULEVARD.
 NE1342'IT IS ON THE NE CORNER OF THE MAIN TILE ROOF OF THE BUILDING.  A CROSS
 NE1342'SCRATCHED IN THE NINTH TILE FROM THE N WALL OF THE BUILDING, AND IN
 NE1342'THE SIXTH TILE FROM THE E WALL, MARKS THE STATION.  IT IS 6.8 FT. S-SW
 NE1342'OF THE NE CORNER OF THE WALL, 4.92 FT. S OF THE N WALL, AND 4.73 FT. W
 NE1342'OF THE E WALL.
 NE1342'
 NE1342'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED GENERAL NO
 NE1342'1 1932 SET IN A DRILL HOLE IN A CONCRETE COPING THAT FORMS PART OF THE
 NE1342'E WALL OF THE BUILDING.
 NE1342'
 NE1342'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED GENERAL NO
 NE1342'2 1932 SET IN A DRILL HOLE IN THE CONCRETE COPING THAT FORMS PART OF
 NE1342'THE N WALL OF THE BUILDING.
 NE1342
 NE1342                          STATION RECOVERY (1964)
 NE1342
 NE1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1342'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 NE1342'AT THIS TIME.  THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE
 NE1342'DIRECTION WAS NOT CHECKED DUE TO THE MARKS BEING TOO CLOSE TO CUT IN
 NE1342'WITH PRESENT INSTRUMENT.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NE1342
 NE1342                          STATION RECOVERY (1988)
 NE1342
 NE1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1342'RECOVERED IN GOOD CONDITION.
 NE1342
 NE1342                          STATION RECOVERY (1993)
 NE1342
 NE1342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE1342'MARK NOT FOUND.
 NE1342
 NE1342                          STATION RECOVERY (1999)
 NE1342
 NE1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1490 ***********************************************************************
 NE1490  DESIGNATION -  GENSLEY
 NE1490  PID         -  NE1490
 NE1490  STATE/COUNTY-  MI/WASHTENAW
 NE1490  COUNTRY     -  US
 NE1490  USGS QUAD   -  SALINE (2017)
 NE1490
 NE1490                         *CURRENT SURVEY CONTROL
 NE1490  ______________________________________________________________________
 NE1490* NAD 83(1994) POSITION- 42 14 33.74604(N) 083 49 47.70944(W)   ADJUSTED
 NE1490* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 NE1490  ______________________________________________________________________
 NE1490  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 NE1490  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 NE1490  HORZ ORDER      -  SECOND
 NE1490
 NE1490.The horizontal coordinates were established by classical geodetic methods
 NE1490.and adjusted by the National Geodetic Survey in February 1997.
 NE1490
 NE1490.The orthometric height was scaled from a topographic map.
 NE1490
 NE1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1490.GEOID18 height accuracy estimate available here.
 NE1490
 NE1490.Click photographs - Photos may exist for this station.
 NE1490
 NE1490.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1490
 NE1490. The following values were computed from the NAD 83(1994) position.
 NE1490
 NE1490;                    North         East     Units Scale Factor Converg.
 NE1490;SPC MI S     -    82,639.963 4,044,298.881   MT  0.99996927   +0 21 55.0
 NE1490;SPC MI S     -   271,128.49 13,268,697.12   iFT  0.99996927   +0 21 55.0
 NE1490;UTM  17      - 4,680,602.321   266,516.241   MT  1.00027081   -1 54 12.0
 NE1490
 NE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1490!SPC MI S     -   0.99995612  x   0.99996927  =   0.99992539
 NE1490!UTM  17      -   0.99995612  x   1.00027081  =   1.00022691
 NE1490
 NE1490:                Primary Azimuth Mark                     Grid Az
 NE1490:SPC MI S     -  GENSLEY AZ MK                            251 53 56.3
 NE1490:UTM  17      -  GENSLEY AZ MK                            254 10 03.3
 NE1490
 NE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6651680602(NAD 83)
 NE1490
 NE1490|---------------------------------------------------------------------|
 NE1490| PID    Reference Object                     Distance      Geod. Az  |
 NE1490|                                                           dddmmss.s |
 NE1490| NE1489 SALINE MUNICIPAL TANK               APPROX. 8.4 KM 1541847.8 |
 NE1490| CH0227 GENSLEY RM 1                         29.206 METERS 19109     |
 NE1490| CH0226 GENSLEY AZ MK                                      2521551.3 |
 NE1490| CH0228 GENSLEY RM 2                         32.887 METERS 34341     |
 NE1490|---------------------------------------------------------------------|
 NE1490
 NE1490                          SUPERSEDED SURVEY CONTROL
 NE1490
 NE1490  NAD 83(1986)-  42 14 33.74905(N)    083 49 47.73102(W) AD(       ) 2
 NE1490  NAD 27      -  42 14 33.60900(N)    083 49 47.93700(W) AD(       ) 2
 NE1490
 NE1490.Superseded values are not recommended for survey control.
 NE1490
 NE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1490.See file dsdata.pdf to determine how the superseded data were derived.
 NE1490
 NE1490_MARKER: DS = TRIANGULATION STATION DISK
 NE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1490_STAMPING: GENSLEY 1943
 NE1490_MARK LOGO: CGS
 NE1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1490+STABILITY: SURFACE MOTION
 NE1490
 NE1490  HISTORY     - Date     Condition        Report By
 NE1490  HISTORY     - 1943     MONUMENTED       CGS
 NE1490
 NE1490                          STATION DESCRIPTION
 NE1490
 NE1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1490'STATION IS LOCATED ON THE W SIDE OF WATERS ROAD ABOUT 5 MILES SW OF
 NE1490'ANN ARBOR AND ON THE W EDGE OF A WOODS OWNED BY GENSLEY BROTHERS.  IT
 NE1490'IS 4.5 FEET E OF A REFERENCE POST, 17 FEET E OF A N-S FENCE LINE AND
 NE1490'ABOUT 400 FEET N OF WATERS ROAD.  THE DISK IS STAMPED GENSLEY 1943.
 NE1490'
 NE1490'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 NE1490'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1490'
 NE1490'REFERENCE MARK 1 IS 95.82 FEET (SLOPE DISTANCE) S OF THE STATION AND
 NE1490'1.0 FOOT E OF A N-S FENCELINE.  THE DISK IS STAMPED GENSLEY NO 1 1943.
 NE1490'
 NE1490'REFERENCE MARK 2 IS 107.90 FEET (SLOPE DISTANCE) N OF THE STATION, AND
 NE1490'1.5 FEET E OF A N-S FENCELINE.  THE DISK IS STAMPED GENSLEY NO 2 1943.
 NE1490'
 NE1490'AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION, 23 FEET N OF THE
 NE1490'CENTER LINE OF THE ROAD, 2.6 FEET W OF A REFERENCE POST, AND 6.6 FEET
 NE1490'E OF POWER-TRANSMISSION LINE POLE 26.  THE DISK IS STAMPED GENSLEY
 NE1490'1943.
 NE1490'
 NE1490'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 NE1490'HURON AND MAIN STREETS IN THE CITY OF ANN ARBOR, GO S ON MAIN STREET
 NE1490'(ANN ARBOR-SALINE ROAD) FOR 3.1 MILES TO WATERS ROAD, TURN RIGHT ON
 NE1490'WATERS ROAD AND GO W FOR 3.55 MILES TO A BOARD GATE ON THE RIGHT AND A
 NE1490'SMALL GARAGE HOUSE ON THE LEFT, *TURN RIGHT THROUGH BOARD GATE AND
 NE1490'BEAR LEFT THROUGH WOODS TO EDGE OF WHEAT FIELD AND WEST EDGE OF WOODS
 NE1490'AND STATION.
 NE1490'
 NE1490'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO W ON WATERS ROAD FOR
 NE1490'0.35 MILE TO THE MARK ON THE RIGHT.
 NE1490'
 NE1490'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0218 ***********************************************************************
 RJ0218  DESIGNATION -  GEORGE
 RJ0218  PID         -  RJ0218
 RJ0218  STATE/COUNTY-  MI/CHIPPEWA
 RJ0218  COUNTRY     -  US
 RJ0218  USGS QUAD   -  BAIE DE WASAI (2017)
 RJ0218
 RJ0218                         *CURRENT SURVEY CONTROL
 RJ0218  ______________________________________________________________________
 RJ0218* NAD 83(1986) POSITION- 46 23 27.35   (N) 084 10 10.17   (W)   HD_HELD1
 RJ0218* NAVD 88 ORTHO HEIGHT -   178.385 (meters)      585.25  (feet) ADJUSTED
 RJ0218  ______________________________________________________________________
 RJ0218  GEOID HEIGHT    -        -36.650 (meters)                     GEOID18
 RJ0218  DYNAMIC HEIGHT  -        178.395 (meters)      585.28  (feet) COMP
 RJ0218  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 RJ0218
 RJ0218  VERT ORDER      -  FIRST     CLASS 0
 RJ0218
 RJ0218.The horizontal coordinates were determined by differentially corrected
 RJ0218.hand held GPS observations or other comparable positioning techniques
 RJ0218.and have an estimated accuracy of +/- 3 meters.
 RJ0218
 RJ0218.The orthometric height was determined by differential leveling and
 RJ0218.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0218.in June 1991.
 RJ0218
 RJ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0218.GEOID18 height accuracy estimate available here.
 RJ0218
 RJ0218.Click photographs - Photos may exist for this station.
 RJ0218
 RJ0218.The dynamic height is computed by dividing the NAVD 88
 RJ0218.geopotential number by the normal gravity value computed on the
 RJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0218.degrees latitude (g = 980.6199 gals.).
 RJ0218
 RJ0218.The modeled gravity was interpolated from observed gravity values.
 RJ0218
 RJ0218;                    North         East    Units  Estimated Accuracy
 RJ0218;SPC MI N     -   182,561.3   8,217,644.2     MT  (+/- 3 meters HH1 GPS) 
 RJ0218
 RJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1761941377(NAD 83)
 RJ0218
 RJ0218                          SUPERSEDED SURVEY CONTROL
 RJ0218
 RJ0218.No superseded survey control is available for this station.
 RJ0218
 RJ0218_MARKER: Z = SEE DESCRIPTION
 RJ0218_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0218+WITH SETTING: INTO GROUND
 RJ0218_MARK LOGO: USLS
 RJ0218_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0218+STABILITY: SURFACE MOTION
 RJ0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0218+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2019
 RJ0218_ROD/PIPE-DEPTH: 17.1 meters
 RJ0218
 RJ0218  HISTORY     - Date     Condition        Report By
 RJ0218  HISTORY     - 1969     MONUMENTED       USLS
 RJ0218  HISTORY     - 1969     GOOD             USLS
 RJ0218  HISTORY     - 1983     GOOD             NGS
 RJ0218  HISTORY     - 20190906 SEE DESCRIPTION  INDIV
 RJ0218
 RJ0218                          STATION DESCRIPTION
 RJ0218
 RJ0218'DESCRIBED BY US LAKE SURVEY 1969
 RJ0218'AT SUGAR ISLAND.
 RJ0218'GEORGE IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM
 RJ0218'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0218'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0218'GO 3.1 MILES SOUTH, TURN LEFT, 0.52 MILE EAST, TURN RIGHT, GO
 RJ0218'2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION,
 RJ0218'CONTINUE EAST 1.5 MILES TO DRIVEWAY LEADING TO SARRIS, RESIDENCE,
 RJ0218'83.4 FEET SOUTHWEST OF UTILITY POLE NO. SU I-155-20, 28 FEET
 RJ0218'NORTH OF CENTERLINE OF ROAD, 8 FEET WEST OF CENTERLINE OF
 RJ0218'DRIVEWAY, 6.0 FEET SOUTH OF CORNER FENCE POST, 1-FOOT BELOW
 RJ0218'THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0218'DIAMETER COPPER-COATED STEEL ROD, 56 FEET LONG.
 RJ0218
 RJ0218                          STATION RECOVERY (1983)
 RJ0218
 RJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0218'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0218'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0218'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0218'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0218'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0218'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0218'(0.45 MI) EAST TO A Y JUNCTION, THENCE CONTINUE EAST 2.4 KM (1.5 MI)
 RJ0218'ALONG 8 MILE ROAD TO THE PRIVATE ENTRANCE DRIVE LEADING NORTH TO THE
 RJ0218'SARRIS RESIDENCE, 8.5 METERS (28.0 FT) NORTH OF THE APPROXIMATE CENTER
 RJ0218'OF 8 MILE ROAD, 2.4 METERS (8.0 FT) WEST OF THE APPROXIMATE CENTER OF
 RJ0218'THE DRIVE, 1.8 METERS (6.0 FT) SOUTH OF A CORNER FENCE POST, AND
 RJ0218'25.4 METERS (83.4 FT) SOUTHWEST OF POWERLINE POLE NUMBER SU1-155-20.
 RJ0218'THE MARK IS 1.7 METERS  S FROM A WITNESS POST.
 RJ0218'THE MARK IS 0.31 M BELOW GROUND.
 RJ0218
 RJ0218                          STATION RECOVERY (2019)
 RJ0218
 RJ0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (GC)
 RJ0218'RECOVERED IN GOOD CONDITION 30 FT (9.1 M) NORTH OF THE CENTERLINE OF
 RJ0218'DIRT 8 MILE ROAD, 8 FT (2.4 M) WEST OF THE CENTERLINE OF DIRT DRIVEWAY
 RJ0218'HEADING SLIGHTLY NORTHEASTERLY, S 67 E 3.2 FT (1.0 M) FROM AN EXISTING
 RJ0218'CARSONITE MARKER, 0.50 FT (15 CM) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL6867 ***********************************************************************
 DL6867  DESIGNATION -  GFA 1
 DL6867  PID         -  DL6867
 DL6867  STATE/COUNTY-  MI/GRAND TRAVERSE
 DL6867  COUNTRY     -  US
 DL6867  USGS QUAD   -  TRAVERSE CITY SW (2017)
 DL6867
 DL6867                         *CURRENT SURVEY CONTROL
 DL6867  ______________________________________________________________________
 DL6867* NAD 83(2011) POSITION- 44 45 36.52055(N) 085 38 38.99750(W)   ADJUSTED
 DL6867* NAD 83(2011) ELLIP HT-   158.167 (meters)        (06/27/12)   ADJUSTED
 DL6867* NAD 83(2011) EPOCH   -  2010.00
 DL6867* NAVD 88 ORTHO HEIGHT -   192.881 (meters)      632.81  (feet) ADJUSTED
 DL6867  ______________________________________________________________________
 DL6867  GEOID HEIGHT    -        -34.712 (meters)                     GEOID18
 DL6867  NAD 83(2011) X  -    344,550.033 (meters)                     COMP
 DL6867  NAD 83(2011) Y  - -4,523,408.323 (meters)                     COMP
 DL6867  NAD 83(2011) Z  -  4,468,572.457 (meters)                     COMP
 DL6867  LAPLACE CORR    -          4.54  (seconds)                    DEFLEC18
 DL6867  DYNAMIC HEIGHT  -        192.865 (meters)      632.76  (feet) COMP
 DL6867  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 DL6867
 DL6867  VERT ORDER      -  SECOND    CLASS II
 DL6867
 DL6867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6867  Standards:
 DL6867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6867  -------------------------------------------------------------------
 DL6867  NETWORK    3.13   4.65           1.46   1.01   2.37     -0.10589580
 DL6867  -------------------------------------------------------------------
 DL6867  Click here for local accuracies and other accuracy information.
 DL6867
 DL6867.The horizontal coordinates were established by GPS observations
 DL6867.and adjusted by the National Geodetic Survey in June 2012.
 DL6867
 DL6867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6867.been affixed to the stable North American tectonic plate. See 
 DL6867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6867
 DL6867.The horizontal coordinates are valid at the epoch date displayed above
 DL6867.which is a decimal equivalence of Year/Month/Day.
 DL6867
 DL6867.The orthometric height was determined by differential leveling and
 DL6867.adjusted by the NATIONAL GEODETIC SURVEY
 DL6867.in May 2010.
 DL6867
 DL6867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6867.GEOID18 height accuracy estimate available here.
 DL6867
 DL6867.Click photographs - Photos may exist for this station.
 DL6867
 DL6867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6867
 DL6867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6867
 DL6867.The ellipsoidal height was determined by GPS observations
 DL6867.and is referenced to NAD 83.
 DL6867
 DL6867.The dynamic height is computed by dividing the NAVD 88
 DL6867.geopotential number by the normal gravity value computed on the
 DL6867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6867.degrees latitude (g = 980.6199 gals.).
 DL6867
 DL6867.The modeled gravity was interpolated from observed gravity values.
 DL6867
 DL6867. The following values were computed from the NAD 83(2011) position.
 DL6867
 DL6867;                    North         East     Units Scale Factor Converg.
 DL6867;SPC MI C     -   161,195.618 5,898,866.356   MT  0.99991780   -0 54 08.8
 DL6867;SPC MI C     -   528,857.01 19,353,236.08   iFT  0.99991780   -0 54 08.8
 DL6867;UTM  16      - 4,957,200.146   607,305.461   MT  0.99974159   +0 57 17.2
 DL6867
 DL6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6867!SPC MI C     -   0.99997520  x   0.99991780  =   0.99989300
 DL6867!UTM  16      -   0.99997520  x   0.99974159  =   0.99971680
 DL6867
 DL6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0730557200(NAD 83)
 DL6867
 DL6867                          SUPERSEDED SURVEY CONTROL
 DL6867
 DL6867  NAD 83(2007)-  44 45 36.52058(N)    085 38 38.99807(W) AD(2002.00) 1
 DL6867  ELLIP H (04/09/10)  158.170  (m)                       GP(2002.00) 4 2
 DL6867  NAVD 88 (04/09/10)  192.9    (m)  GEOID09  model used  GPS OBS        
 DL6867
 DL6867.Superseded values are not recommended for survey control.
 DL6867
 DL6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6867.See file dsdata.pdf to determine how the superseded data were derived.
 DL6867
 DL6867_MARKER: DB = BENCH MARK DISK
 DL6867_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL6867_SP_SET: RETAINING WALL
 DL6867_STAMPING: GFA-1 2009
 DL6867_MARK LOGO: GOUFRA
 DL6867_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DL6867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6867+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 DL6867
 DL6867  HISTORY     - Date     Condition        Report By
 DL6867  HISTORY     - 20091201 MONUMENTED       GOUFRA
 DL6867
 DL6867                          STATION DESCRIPTION
 DL6867
 DL6867'DESCRIBED BY GOURDIE FRASER INC. 2009 (TAM)
 DL6867'THE STATION IS LOCATED IN TRAVERSE CITY, LOCATED ABOUT 0.13 MI (0.2
 DL6867'KM) WEST OF THE MUNSON MEDICAL CENTER PARKING DECK, LOCATED ABOUT 1.00
 DL6867'MI (1.6 KM) WEST-SOUTHWEST OF THE UNITED STATES POST OFFICE (UNION
 DL6867'STREET LOCATION).  OWNERSHIP--MUNSON MEDICAL CENTER.
 DL6867'
 DL6867'TO REACH FROM THE INTERSECTION OF M-72 AND M-37/US-31 LYING JUST SOUTH
 DL6867'OF THE WEST ARM OF GRAND TRAVERSE BAY, LOCATED ABOUT 0.72 MI (1.2 KM)
 DL6867'NORTHEAST OF THE MUNSON MEDICAL CENTER PARKING DECK, LOCATED ABOUT
 DL6867'0.66 MI (1.1 KM) NORTHWEST OF THE UNITED STATES POST OFFICE (UNION
 DL6867'STREET LOCATION), GO SOUTHERLY ON M-37/US-31 FOR 0.50 MI (0.8 KM) TO
 DL6867'THE INTERSECTION OF SIXTH STREET ON THE LEFT AND RIGHT.  TURN RIGHT
 DL6867'AND GO WESTERLY ON SIXTH STREET FOR 0.49 MI (0.8 KM) TO THE
 DL6867'INTERSECTION OF BROOK STREET ON THE LEFT AND RIGHT.  TURN LEFT AND GO
 DL6867'SOUTHERLY ON BROOK STREET FOR 0.10 MI (0.2 KM) TO THE STATION ON THE
 DL6867'RIGHT.
 DL6867'
 DL6867'IT IS 25.5 FT (7.8 M) WEST-SOUTHWEST OF THE WEST CONCRETE CURB OF
 DL6867'BROOK STREET, 20 FT (6.1 M) NORTHEAST OF A CONCRETE LIGHT BASE, 14.5
 DL6867'FT (4.4 M) EAST OF THE WEST END OF A SIGN, 14 FT (4.3 M) SOUTHEAST OF
 DL6867'THE EASTERN CORNER OF A CONCRETE TANK CONTAINMENT AND SET IN THE TOP
 DL6867'OF A 12-IN (30 CM) WIDE CONCRETE RETAINING WALL PROTRUDING ABOUT 1.3
 DL6867'FT (0.4 M) HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0079 ***********************************************************************
 RJ0079  DESIGNATION -  GG MAIN
 RJ0079  PID         -  RJ0079
 RJ0079  STATE/COUNTY-  MI/CHIPPEWA
 RJ0079  COUNTRY     -  US
 RJ0079  USGS QUAD   -  PICKFORD (2017)
 RJ0079
 RJ0079                         *CURRENT SURVEY CONTROL
 RJ0079  ______________________________________________________________________
 RJ0079* NAD 83(1986) POSITION- 46 09 27.     (N) 084 19 16.     (W)   SCALED
 RJ0079* NAVD 88 ORTHO HEIGHT -   191.112 (meters)      627.01  (feet) ADJUSTED
 RJ0079  ______________________________________________________________________
 RJ0079  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 RJ0079  DYNAMIC HEIGHT  -        191.119 (meters)      627.03  (feet) COMP
 RJ0079  MODELED GRAVITY -    980,647.8   (mgal)                       NAVD 88
 RJ0079
 RJ0079  VERT ORDER      -  FIRST     CLASS 0
 RJ0079
 RJ0079.The horizontal coordinates were scaled from a map and have
 RJ0079.an estimated accuracy of +/- 6 seconds.
 RJ0079
 RJ0079.The orthometric height was determined by differential leveling and
 RJ0079.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0079.in June 1991.
 RJ0079
 RJ0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0079.GEOID18 height accuracy estimate available here.
 RJ0079
 RJ0079.Click photographs - Photos may exist for this station.
 RJ0079
 RJ0079.The dynamic height is computed by dividing the NAVD 88
 RJ0079.geopotential number by the normal gravity value computed on the
 RJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0079.degrees latitude (g = 980.6199 gals.).
 RJ0079
 RJ0079.The modeled gravity was interpolated from observed gravity values.
 RJ0079
 RJ0079;                    North         East    Units  Estimated Accuracy
 RJ0079;SPC MI N     -   156,230.    8,206,870.      MT  (+/- 180 meters Scaled)
 RJ0079
 RJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068150(NAD 83)
 RJ0079
 RJ0079                          SUPERSEDED SURVEY CONTROL
 RJ0079
 RJ0079.No superseded survey control is available for this station.
 RJ0079
 RJ0079_MARKER: I = METAL ROD
 RJ0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0079_MARK LOGO: NONE
 RJ0079_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0079_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0079_ROD/PIPE-DEPTH: 5.49 meters
 RJ0079
 RJ0079  HISTORY     - Date     Condition        Report By
 RJ0079  HISTORY     - 1971     MONUMENTED       NOS
 RJ0079  HISTORY     - 1972     GOOD             USLS
 RJ0079  HISTORY     - 1983     GOOD             NGS
 RJ0079
 RJ0079                          STATION DESCRIPTION
 RJ0079
 RJ0079'DESCRIBED BY US LAKE SURVEY 1972
 RJ0079'1.9 MI E FROM PICKFORD.
 RJ0079'GG MAIN IS IN CHIPPEWA COUNTY, MICHIGAN, 1.9 MILES EAST FROM
 RJ0079'THE POST OFFICE AT PICKFORD, 50 FEET SOUTH OF THE CENTERLINE
 RJ0079'OF GOGOMAIN ROAD, 26 FEET EAST OF CENTERLINE OF PENNINGTON
 RJ0079'ROAD, 11.4 FEET SOUTHEAST OF A STOP SIGN, 2.0 FEET NORTH OF
 RJ0079'UTILITY POLE PD2, 54, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0079'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 RJ0079'ROD, 18 FEET LONG.
 RJ0079
 RJ0079                          STATION RECOVERY (1983)
 RJ0079
 RJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 RJ0079'(1.9 MI) EAST ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN PICKFORD TO
 RJ0079'THE MARK ON THE RIGHT, AT THE INTERSECTION OF PENNINGTON ROAD,
 RJ0079'15.24 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF GOGOMAIN ROAD,
 RJ0079'7.92 METERS (26.0 FT) EAST OF THE CENTER OF PENNINGTON ROAD, AND
 RJ0079'3.47 METERS (11.4 FT) SOUTHEAST OF A STOP SIGN.
 RJ0079'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1573 ***********************************************************************
 RL1573  DESIGNATION -  GIBBS
 RL1573  PID         -  RL1573
 RL1573  STATE/COUNTY-  MI/IRON
 RL1573  COUNTRY     -  US
 RL1573  USGS QUAD   -  GIBBS CITY (2017)
 RL1573
 RL1573                         *CURRENT SURVEY CONTROL
 RL1573  ______________________________________________________________________
 RL1573* NAD 83(1994) POSITION- 46 10 48.27519(N) 088 41 55.66547(W)   ADJUSTED
 RL1573* NAVD 88 ORTHO HEIGHT -   513.    (meters)     1683.    (feet) SCALED
 RL1573  ______________________________________________________________________
 RL1573  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 RL1573  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 RL1573  HORZ ORDER      -  SECOND
 RL1573
 RL1573.The horizontal coordinates were established by classical geodetic methods
 RL1573.and adjusted by the National Geodetic Survey in February 1997.
 RL1573
 RL1573.The orthometric height was scaled from a topographic map.
 RL1573
 RL1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1573.GEOID18 height accuracy estimate available here.
 RL1573
 RL1573.Click photographs - Photos may exist for this station.
 RL1573
 RL1573.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1573
 RL1573. The following values were computed from the NAD 83(1994) position.
 RL1573
 RL1573;                    North         East     Units Scale Factor Converg.
 RL1573;SPC MI N     -   156,644.822 7,868,855.775   MT  0.99990451   -1 13 40.3
 RL1573;SPC MI N     -   513,926.58 25,816,455.95   iFT  0.99990451   -1 13 40.3
 RL1573;UTM  16      - 5,115,458.179   368,886.443   MT  0.99981132   -1 13 33.2
 RL1573
 RL1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1573!SPC MI N     -   0.99992460  x   0.99990451  =   0.99982912
 RL1573!UTM  16      -   0.99992460  x   0.99981132  =   0.99973593
 RL1573
 RL1573:                Primary Azimuth Mark                     Grid Az
 RL1573:SPC MI N     -  GIRDER RESET                             166 21 32.8
 RL1573:UTM  16      -  GIRDER RESET                             166 21 25.7
 RL1573
 RL1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6888615458(NAD 83)
 RL1573
 RL1573|---------------------------------------------------------------------|
 RL1573| PID    Reference Object                     Distance      Geod. Az  |
 RL1573|                                                           dddmmss.s |
 RL1573| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX.11.7 KM 1443323.1 |
 RL1573| RL1569 STAMBAUGH EIGHTH ST MUN TANK        APPROX.12.3 KM 1533510.1 |
 RL1573| RL1570 STAMBAUGH THIRD ST MUN TANK         APPROX.11.7 KM 1540225.5 |
 RL1573| RL1571 CASPIAN WIKB RADIO MAST             APPROX.13.6 KM 1595947.6 |
 RL1573| RL1568 GIRDER RESET                        APPROX.10.7 KM 1650752.5 |
 RL1573| CJ2549 GIBBS RM 1                           22.882 METERS 27808     |
 RL1573| RL1572 GIBBS CITY LOT                       14.353 METERS 35052     |
 RL1573|---------------------------------------------------------------------|
 RL1573
 RL1573                          SUPERSEDED SURVEY CONTROL
 RL1573
 RL1573  NAD 83(1991)-  46 10 48.27576(N)    088 41 55.66401(W) AD(       ) 2
 RL1573  NAD 83(1986)-  46 10 48.27269(N)    088 41 55.65227(W) AD(       ) 2
 RL1573  NAD 27      -  46 10 48.44700(N)    088 41 55.18200(W) AD(       ) 2
 RL1573
 RL1573.Superseded values are not recommended for survey control.
 RL1573
 RL1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1573.See file dsdata.pdf to determine how the superseded data were derived.
 RL1573
 RL1573_MARKER: DS = TRIANGULATION STATION DISK
 RL1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1573_STAMPING: GIBBS 1954
 RL1573_MARK LOGO: CGS
 RL1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1573+STABILITY: SURFACE MOTION
 RL1573
 RL1573  HISTORY     - Date     Condition        Report By
 RL1573  HISTORY     - 1954     MONUMENTED       CGS
 RL1573
 RL1573                          STATION DESCRIPTION
 RL1573
 RL1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1573'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF IRON RIVER, ABOUT
 RL1573'3-1/2 MILES SOUTH OF THE VILLAGE OF GIBBS CITY, ABOUT 3-1/2
 RL1573'MILES NORTHEAST OF THE VILLAGE OF BEECHWOOD, AND JUST SOUTH OF
 RL1573'THE GIBBS CITY LOOKOUT TOWER.  STATION IS 41 FEET SOUTH-SOUTHEAST
 RL1573'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 40 FEET SOUTHEAST OF
 RL1573'DRIVEWAY, AND 9 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 RL1573'PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS 1954.
 RL1573'
 RL1573'REFERENCE MARK NO. 1 IS 36 FEET WEST OF DRIVEWAY, AND 59 FEET
 RL1573'WEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK PROJECTS
 RL1573'4 INCHES AND THE DISK IS STAMPED GIBBS NO 1 1954.
 RL1573'
 RL1573'GIBBS CITY (USGS) 1938 (R.M. NO. 2) IS SET IN THE APPROXIMATE
 RL1573'CENTER AND AT THE BASE OF THE LOOKOUT TOWER.  THE MARK IS A U.S.
 RL1573'GEOLOGICAL SURVEY DISK SET IN A SQUARE 5 X 5 INCH CONCRETE
 RL1573'MONUMENT, PROJECTS 3 INCHES AND STAMPED GIBBS CITY 1938.
 RL1573'
 RL1573'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS SET.
 RL1573'
 RL1573'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GIBBS
 RL1573'TO GIBBS CITY (USGS) 1938 AND THE DISTANCE IS SHOWN ABOVE.
 RL1573'
 RL1573'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1573'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST ON U.S.
 RL1573'HIGHWAY NO. 2 FOR 2.7 MILES TO PAVED ROAD RIGHT.  TURN RIGHT
 RL1573'AND GO NORTH ON PAVED ROAD FOR 3.2 MILES TO FORKS.  TAKE RIGHT
 RL1573'FORK AND GO NORTHERLY FOR 4.1 MILE TO DRIVEWAY ON RIGHT.  TURN
 RL1573'RIGHT AND GO EASTERLY ON DRIVEWAY FOR 0.1 MILE TO GIBBS CITY
 RL1573'LOOKOUT TOWER AND STATION AS DESCRIBED.
 RL1573'
 RL1573'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0382 ***********************************************************************
 RL0382  DESIGNATION -  GIBBS CITY
 RL0382  PID         -  RL0382
 RL0382  STATE/COUNTY-  MI/IRON
 RL0382  COUNTRY     -  US
 RL0382  USGS QUAD   -  GIBBS CITY (2017)
 RL0382
 RL0382                         *CURRENT SURVEY CONTROL
 RL0382  ______________________________________________________________________
 RL0382* NAD 83(1986) POSITION- 46 10 48.73   (N) 088 41 55.77   (W)   HD_HELD1
 RL0382* NAVD 88 ORTHO HEIGHT -   513.402 (meters)     1684.39  (feet) ADJUSTED
 RL0382  ______________________________________________________________________
 RL0382  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 RL0382  DYNAMIC HEIGHT  -        513.408 (meters)     1684.41  (feet) COMP
 RL0382  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 RL0382
 RL0382  VERT ORDER      -  SECOND    CLASS 0
 RL0382
 RL0382.The horizontal coordinates were determined by differentially corrected
 RL0382.hand held GPS observations or other comparable positioning techniques
 RL0382.and have an estimated accuracy of +/- 3 meters.
 RL0382
 RL0382.The orthometric height was determined by differential leveling and
 RL0382.adjusted by the NATIONAL GEODETIC SURVEY
 RL0382.in June 1991.
 RL0382
 RL0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0382.GEOID18 height accuracy estimate available here.
 RL0382
 RL0382.Click photographs - Photos may exist for this station.
 RL0382
 RL0382.The dynamic height is computed by dividing the NAVD 88
 RL0382.geopotential number by the normal gravity value computed on the
 RL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0382.degrees latitude (g = 980.6199 gals.).
 RL0382
 RL0382.The modeled gravity was interpolated from observed gravity values.
 RL0382
 RL0382;                    North         East    Units  Estimated Accuracy
 RL0382;SPC MI N     -   156,658.9   7,868,853.8     MT  (+/- 3 meters HH1 GPS) 
 RL0382
 RL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6888415472(NAD 83)
 RL0382
 RL0382                          SUPERSEDED SURVEY CONTROL
 RL0382
 RL0382  NGVD 29 (??/??/92)  513.40   (m)         1684.4    (f) COMPUTED    2 0
 RL0382  NGVD 29             513.40   (m)         1684.4    (f) LEVELING    3  
 RL0382
 RL0382.Superseded values are not recommended for survey control.
 RL0382
 RL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0382.See file dsdata.pdf to determine how the superseded data were derived.
 RL0382
 RL0382_MARKER: DD = SURVEY DISK
 RL0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0382_STAMPING: GIBBS CITY 1938
 RL0382_MARK LOGO: USGS
 RL0382_PROJECTION: FLUSH
 RL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0382+STABILITY: SURFACE MOTION
 RL0382
 RL0382  HISTORY     - Date     Condition        Report By
 RL0382  HISTORY     - 1938     MONUMENTED       USGS
 RL0382  HISTORY     - 1948     GOOD             CGS
 RL0382  HISTORY     - 19970625 GOOD             USPSQD
 RL0382
 RL0382                          STATION DESCRIPTION
 RL0382
 RL0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0382'3.2 MI S FROM GIBBS CITY.
 RL0382'3.25 MILES SOUTH ALONG COUNTY ROAD 657 FROM THE POST OFFICE AT
 RL0382'GIBBS CITY, ABOUT 125 YARDS EAST OF THE ROAD AND SET DIRECTLY
 RL0382'UNDER THE CENTER OF THE GIBBS CITY LOOKOUT TOWER 1.5 FOOT NORTH
 RL0382'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 RL0382'POST ABOUT FLUSH WITH THE GROUND.
 RL0382
 RL0382                          STATION RECOVERY (1997)
 RL0382
 RL0382'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1572 ***********************************************************************
 RL1572  DESIGNATION -  GIBBS CITY LOT
 RL1572  PID         -  RL1572
 RL1572  STATE/COUNTY-  MI/IRON
 RL1572  COUNTRY     -  US
 RL1572  USGS QUAD   -  GIBBS CITY (2017)
 RL1572
 RL1572                         *CURRENT SURVEY CONTROL
 RL1572  ______________________________________________________________________
 RL1572* NAD 83(1994) POSITION- 46 10 48.73414(N) 088 41 55.77176(W)   ADJUSTED
 RL1572  ______________________________________________________________________
 RL1572  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 RL1572  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 RL1572  HORZ ORDER      -  SECOND
 RL1572
 RL1572.The horizontal coordinates were established by classical geodetic methods
 RL1572.and adjusted by the National Geodetic Survey in February 1997.
 RL1572
 RL1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1572.GEOID18 height accuracy estimate available here.
 RL1572
 RL1572.Click photographs - Photos may exist for this station.
 RL1572
 RL1572.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1572
 RL1572. The following values were computed from the NAD 83(1994) position.
 RL1572
 RL1572;                    North         East     Units Scale Factor Converg.
 RL1572;SPC MI N     -   156,659.036 7,868,853.800   MT  0.99990451   -1 13 40.4
 RL1572;SPC MI N     -   513,973.22 25,816,449.48   iFT  0.99990451   -1 13 40.4
 RL1572;UTM  16      - 5,115,472.392   368,884.467   MT  0.99981133   -1 13 33.3
 RL1572
 RL1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6888415472(NAD 83)
 RL1572
 RL1572                          SUPERSEDED SURVEY CONTROL
 RL1572
 RL1572  NAD 83(1991)-  46 10 48.73471(N)    088 41 55.77029(W) AD(       ) 2
 RL1572  NAD 83(1986)-  46 10 48.73165(N)    088 41 55.75855(W) AD(       ) 2
 RL1572  NAD 27      -  46 10 48.90600(N)    088 41 55.28800(W) AD(       ) 2
 RL1572
 RL1572.Superseded values are not recommended for survey control.
 RL1572
 RL1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1572.See file dsdata.pdf to determine how the superseded data were derived.
 RL1572
 RL1572_MARKER: 55 = TOWER
 RL1572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1572
 RL1572  HISTORY     - Date     Condition        Report By
 RL1572  HISTORY     - 1954     FIRST OBSERVED   USGS
 RL1572  HISTORY     - 20140130 GOOD             INDIV
 RL1572
 RL1572                          STATION DESCRIPTION
 RL1572
 RL1572'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 RL1572'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF IRON RIVER, ABOUT
 RL1572'3-1/2 MILES SOUTH OF THE VILLAGE OF GIBBS CITY, AND ABOUT 3-1/2
 RL1572'MILES NORTHEAST OF THE VILLAGE OF BEECHWOOD.  STATION IS OF
 RL1572'STEEL CONSTRUCTION ABOUT 120 FEET HIGH, HAS 4 LEGS MOUNTED ON
 RL1572'CONCRETE FOUNDATION.
 RL1572'
 RL1572'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RL1572'GIBBS TO GIBBS CITY (USGS) 1938 AND THE DISTANCE IS 14.353
 RL1572'METERS OR 47.09 FEET.
 RL1572'
 RL1572'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1572'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST FOR 2.7
 RL1572'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 RL1572'ROAD FOR 3.2 MILES TO FORKS.  TAKE RIGHT FORK AND GO NORTHERLY
 RL1572'FOR 4.1 MILES TO DRIVEWAY ON RIGHT.  TURN RIGHT AND GO EASTERLY
 RL1572'ON DRIVEWAY FOR 0.1 MILE TO STATION.
 RL1572'
 RL1572'NOTE--U.S.G.S. MARK IS BENEATH AND AT THE CENTER OF THE BASE OF
 RL1572'THE LOOKOUT TOWER.
 RL1572
 RL1572                          STATION RECOVERY (2014)
 RL1572
 RL1572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DD)
 RL1572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0079 ***********************************************************************
 OJ0079  DESIGNATION -  GIDDINGS
 OJ0079  PID         -  OJ0079
 OJ0079  STATE/COUNTY-  MI/SANILAC
 OJ0079  COUNTRY     -  US
 OJ0079  USGS QUAD   -  PORT SANILAC (2017)
 OJ0079
 OJ0079                         *CURRENT SURVEY CONTROL
 OJ0079  ______________________________________________________________________
 OJ0079* NAD 83(1986) POSITION- 43 25 48.     (N) 082 32 25.     (W)   SCALED
 OJ0079* NAVD 88 ORTHO HEIGHT -   181.991 (meters)      597.08  (feet) ADJUSTED
 OJ0079  ______________________________________________________________________
 OJ0079  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0079  DYNAMIC HEIGHT  -        181.956 (meters)      596.97  (feet) COMP
 OJ0079  MODELED GRAVITY -    980,424.5   (mgal)                       NAVD 88
 OJ0079
 OJ0079  VERT ORDER      -  FIRST     CLASS 0
 OJ0079
 OJ0079.The horizontal coordinates were scaled from a map and have
 OJ0079.an estimated accuracy of +/- 6 seconds.
 OJ0079
 OJ0079.The orthometric height was determined by differential leveling and
 OJ0079.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0079.in June 1991.
 OJ0079
 OJ0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0079.GEOID18 height accuracy estimate available here.
 OJ0079
 OJ0079.Click photographs - Photos may exist for this station.
 OJ0079
 OJ0079.The dynamic height is computed by dividing the NAVD 88
 OJ0079.geopotential number by the normal gravity value computed on the
 OJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0079.degrees latitude (g = 980.6199 gals.).
 OJ0079
 OJ0079.The modeled gravity was interpolated from observed gravity values.
 OJ0079
 OJ0079;                    North         East    Units  Estimated Accuracy
 OJ0079;SPC MI S     -   215,990.    4,147,860.      MT  (+/- 180 meters Scaled)
 OJ0079
 OJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753097(NAD 83)
 OJ0079
 OJ0079                          SUPERSEDED SURVEY CONTROL
 OJ0079
 OJ0079  NGVD 29 (11/26/84)  182.114  (m)          597.49   (f) ADJUSTED    1 0
 OJ0079
 OJ0079.Superseded values are not recommended for survey control.
 OJ0079
 OJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0079.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0079
 OJ0079
 OJ0079  HISTORY     - Date     Condition        Report By
 OJ0079  HISTORY     - 1948     MONUMENTED       USLS
 OJ0079  HISTORY     - 1970     GOOD             USLS
 OJ0079  HISTORY     - 1980     GOOD             NGS
 OJ0079  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0079  HISTORY     - 20171027 MARK NOT FOUND   WHG
 OJ0079
 OJ0079                          STATION DESCRIPTION
 OJ0079
 OJ0079'DESCRIBED BY US LAKE SURVEY 1970
 OJ0079'AT PORT SANILAC.
 OJ0079'GIDDINGS IS AT PORT SANILAC, SANILAC COUNTY, MICHIGAN, AT THE
 OJ0079'NORTHEAST CORNER OF LAKE AND CEDAR STREETS, ON EAST FACE OF C.A.
 OJ0079'GIDDINGS DWELLING AT NO. 7353, IN THE GRANITE STONE FOUNDATION, NEAR
 OJ0079'THE SOUTHEAST CORNER, ABOUT 4 FEET ABOVE THE GROUND, BEING
 OJ0079'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO A BLACK GRANITE
 OJ0079'STONE.  BM GIDDINGS 1948.
 OJ0079
 OJ0079                          STATION RECOVERY (1980)
 OJ0079
 OJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0079'IN PORT SANILAC, AT THE NORTHEAST CORNER OF THE JUNCTION OF LAKE
 OJ0079'AND CEDAR STREETS, SET VERTICALLY IN THE EAST AND NEAR THE SOUTHEAST
 OJ0079'CORNER OF HOUSE NUMBER 7353. 14.6 METERS (48.0 FEET) EAST OF THE
 OJ0079'EAST CURB OF LAKE STREET, 0.18 METER (0.6 FEET) NORTH OF THE
 OJ0079'SOUTHEAST CORNER OF THE HOUSE.
 OJ0079
 OJ0079                          STATION RECOVERY (1994)
 OJ0079
 OJ0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0079'MARK NOT FOUND.
 OJ0079
 OJ0079                          STATION RECOVERY (2017)
 OJ0079
 OJ0079'RECOVERY NOTE BY WOODS HOLE GROUP INC 2017 (JDS)
 OJ0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1569 ***********************************************************************
 NF1569  DESIGNATION -  GIDNER
 NF1569  PID         -  NF1569
 NF1569  STATE/COUNTY-  MI/EATON
 NF1569  COUNTRY     -  US
 NF1569  USGS QUAD   -  CHARLOTTE (2017)
 NF1569
 NF1569                         *CURRENT SURVEY CONTROL
 NF1569  ______________________________________________________________________
 NF1569* NAD 83(1994) POSITION- 42 37 15.62498(N) 084 47 27.91229(W)   ADJUSTED
 NF1569* NAVD 88 ORTHO HEIGHT -   291.8   (meters)      957.    (feet) VERTCON3
 NF1569  ______________________________________________________________________
 NF1569  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 NF1569  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NF1569  HORZ ORDER      -  FIRST
 NF1569
 NF1569.The horizontal coordinates were established by classical geodetic methods
 NF1569.and adjusted by the National Geodetic Survey in February 1997.
 NF1569
 NF1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1569
 NF1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1569.GEOID18 height accuracy estimate available here.
 NF1569
 NF1569.Click photographs - Photos may exist for this station.
 NF1569
 NF1569.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1569
 NF1569. The following values were computed from the NAD 83(1994) position.
 NF1569
 NF1569;                    North         East     Units Scale Factor Converg.
 NF1569;SPC MI S     -   124,606.146 3,965,183.458   MT  0.99991744   -0 17 19.8
 NF1569;SPC MI S     -   408,812.81 13,009,132.08   iFT  0.99991744   -0 17 19.8
 NF1569;UTM  16      - 4,721,094.830   681,151.289   MT  1.00000375   +1 29 46.2
 NF1569
 NF1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1569!SPC MI S     -   0.99995957  x   0.99991744  =   0.99987701
 NF1569!UTM  16      -   0.99995957  x   1.00000375  =   0.99996332
 NF1569
 NF1569:                Primary Azimuth Mark                     Grid Az
 NF1569:SPC MI S     -  GIDNER AZ MK                             024 08 45.5
 NF1569:UTM  16      -  GIDNER AZ MK                             022 21 39.5
 NF1569
 NF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8115121094(NAD 83)
 NF1569
 NF1569|---------------------------------------------------------------------|
 NF1569| PID    Reference Object                     Distance      Geod. Az  |
 NF1569|                                                           dddmmss.s |
 NF1569| NF1549 GIDNER AZ MK A PT                   APPROX. 0.5 KM 0232859.9 |
 NF1569| NF1547 GIDNER AZ MK                        APPROX. 0.6 KM 0235125.7 |
 NF1569| CH0229 GIDNER RM 1                          19.373 METERS 16948     |
 NF1569| CH0230 GIDNER RM 2                          20.688 METERS 28147     |
 NF1569|---------------------------------------------------------------------|
 NF1569
 NF1569                          SUPERSEDED SURVEY CONTROL
 NF1569
 NF1569  NAD 83(1986)-  42 37 15.62345(N)    084 47 27.92991(W) AD(       ) 1
 NF1569  NAD 27      -  42 37 15.49432(N)    084 47 27.97812(W) AD(       ) 1
 NF1569  NGVD 29 (07/19/86)  291.9    (m)          958.     (f) VERT ANG       
 NF1569
 NF1569.Superseded values are not recommended for survey control.
 NF1569
 NF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1569.See file dsdata.pdf to determine how the superseded data were derived.
 NF1569
 NF1569_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1569_STAMPING: GIDNER 1976
 NF1569_MARK LOGO: NGS
 NF1569_PROJECTION: FLUSH
 NF1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1569+STABILITY: SURFACE MOTION
 NF1569
 NF1569  HISTORY     - Date     Condition        Report By
 NF1569  HISTORY     - 1976     MONUMENTED       NGS
 NF1569
 NF1569                          STATION DESCRIPTION
 NF1569
 NF1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1569'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHEAST OF
 NF1569'CHARLOTTE, 2-3/4 MILES WEST OF POTTERVILLE, IN THE NW 1/4 OF SECTION
 NF1569'28, T 3 N, R 4 W, AND ON LAND OWNED BY MR. RALPH GIDNER, ROUTE 1,
 NF1569'CHARLOTTE, MICHIGAN, 48813, TELEPHONE 543-4224.
 NF1569'
 NF1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 NF1569'HIGHWAY 100 AT THE CAUTION LIGHT IN POTTERVILLE, GO SOUTHWEST ON
 NF1569'U.S. HIGHWAY 27 FOR 4.0 MILES TO OTTO ROAD.  TURN RIGHT AND GO
 NF1569'NORTH ON OTTO ROAD FOR 2.3 MILES TO MR. RALPH GIDNER HOUSE ON THE
 NF1569'RIGHT.  TURN RIGHT AND GO EAST ON A FIELD ROAD FOR 0.3 MILE TO AN
 NF1569'APPLE ORCHARD, BEAR LEFT AND GO UPHILL FOR 0.05 MILE TO THE
 NF1569'TOP OF HILL AND THE STATION.
 NF1569'
 NF1569'TO REACH THE AZIMUTH MARK FROM MR. RALPH GIDNER HOUSE, GO NORTH ON
 NF1569'OTTO ROAD FOR 0.35 MILE TO VERMONTVILLE HIGHWAY.  TURN RIGHT AND GO
 NF1569'EAST ON VERMONTVILLE HIGHWAY FOR 0.5 MILE TO A HOUSE (ADDRESS 2490)
 NF1569'ON THE RIGHT AND THE MARK NEAR THE SOUTHWEST CORNER OF HOUSE.
 NF1569'
 NF1569'STATION MARKS ARE STANDARD DISKS STAMPED GIDNER 1976.  THE SURFACE
 NF1569'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1569'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET SOUTHWEST OF
 NF1569'A FENCE CORNER AND 13.6 FEET SOUTH OF A METAL WITNESS POST.  THE
 NF1569'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1569'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1569'
 NF1569'REFERENCE MARK 1, A STANDARD DISK STAMPED GIDNER NO 1 1976, IS SET
 NF1569'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1569'WITH THE GROUND SURFACE.  IT IS 78 FEET SOUTH-SOUTHEAST OF THE
 NF1569'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NF1569'
 NF1569'REFERENCE MARK 2, A STANDARD DISK STAMPED GIDNER NO 2 1976, IS SET
 NF1569'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1569'WITH THE GROUND SURFACE.  IT IS 68 FEET WEST OF THE METAL WITNESS
 NF1569'POST, 10 FEET NORTH OF A 12-INCH APPLE TREE AND 1 FOOT SOUTH OF A
 NF1569'FENCE.
 NF1569'
 NF1569'AZIMUTH MARK, A STANDARD DISK STAMPED GIDNER 1976, IS SET IN THE
 NF1569'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1569'THE GROUND SURFACE.  IT IS 18 FEET SOUTHWEST OF THE SOUTHWEST
 NF1569'CORNER OF HOUSE, 3 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND
 NF1569'2.8 FEET NORTH OF A POWERLINE POLE.
 NF1569'
 NF1569'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT EACH SURFACE MARK.
 NF1569'
 NF1569'NEAREST TOWN--POTTERVILLE.
 NF1569'
 NF1569'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1547 ***********************************************************************
 NF1547  DESIGNATION -  GIDNER AZ MK
 NF1547  PID         -  NF1547
 NF1547  STATE/COUNTY-  MI/EATON
 NF1547  COUNTRY     -  US
 NF1547  USGS QUAD   -  NEEDMORE (2017)
 NF1547
 NF1547                         *CURRENT SURVEY CONTROL
 NF1547  ______________________________________________________________________
 NF1547* NAD 83(1994) POSITION- 42 37 32.02764(N) 084 47 18.08936(W)   ADJUSTED
 NF1547* NAVD 88 ORTHO HEIGHT -   278.0   (meters)      912.    (feet) VERTCON3
 NF1547  ______________________________________________________________________
 NF1547  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 NF1547  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 NF1547  HORZ ORDER      -  SECOND
 NF1547
 NF1547.The horizontal coordinates were established by classical geodetic methods
 NF1547.and adjusted by the National Geodetic Survey in February 1997.
 NF1547
 NF1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1547
 NF1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1547.GEOID18 height accuracy estimate available here.
 NF1547
 NF1547.Click photographs - Photos may exist for this station.
 NF1547
 NF1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1547
 NF1547. The following values were computed from the NAD 83(1994) position.
 NF1547
 NF1547;                    North         East     Units Scale Factor Converg.
 NF1547;SPC MI S     -   125,111.110 3,965,409.826   MT  0.99991708   -0 17 13.1
 NF1547;SPC MI S     -   410,469.52 13,009,874.76   iFT  0.99991708   -0 17 13.1
 NF1547;UTM  16      - 4,721,606.646   681,361.836   MT  1.00000469   +1 29 53.3
 NF1547
 NF1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1547!SPC MI S     -   0.99996173  x   0.99991708  =   0.99987881
 NF1547!UTM  16      -   0.99996173  x   1.00000469  =   0.99996642
 NF1547
 NF1547:                Primary Azimuth Mark                     Grid Az
 NF1547:SPC MI S     -  GIDNER                                   204 08 45.5
 NF1547:UTM  16      -  GIDNER                                   202 21 39.1
 NF1547
 NF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8136121606(NAD 83)
 NF1547
 NF1547|---------------------------------------------------------------------|
 NF1547| PID    Reference Object                     Distance      Geod. Az  |
 NF1547|                                                           dddmmss.s |
 NF1547| NF1569 GIDNER                              APPROX. 0.6 KM 2035132.4 |
 NF1547| NF1549 GIDNER AZ MK A PT                     5.999 METERS 24030     |
 NF1547|---------------------------------------------------------------------|
 NF1547
 NF1547                          SUPERSEDED SURVEY CONTROL
 NF1547
 NF1547  NAD 83(1986)-  42 37 32.02613(N)    084 47 18.10698(W) AD(       ) 2
 NF1547  NAD 27      -  42 37 31.89711(N)    084 47 18.15566(W) AD(       ) 2
 NF1547  NGVD 29 (07/19/86)  278.1    (m)          912.     (f) VERT ANG       
 NF1547
 NF1547.Superseded values are not recommended for survey control.
 NF1547
 NF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1547.See file dsdata.pdf to determine how the superseded data were derived.
 NF1547
 NF1547_MARKER: DZ = AZIMUTH MARK DISK
 NF1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1547_STAMPING: GIDNER 1976
 NF1547_MARK LOGO: NGS
 NF1547_PROJECTION: FLUSH
 NF1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1547+STABILITY: SURFACE MOTION
 NF1547
 NF1547  HISTORY     - Date     Condition        Report By
 NF1547  HISTORY     - 1976     MONUMENTED       NGS
 NF1547
 NF1547                          STATION DESCRIPTION
 NF1547
 NF1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1547'STATION MARK, A STANDARD DISK STAMPED GIDNER 1976, IS SET IN THE TOP
 NF1547'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1547'GROUND SURFACE.  IT IS 18 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NF1547'HOUSE, 3 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND 2.8 FEET
 NF1547'NORTH OF A POWERLINE POLE.
 NF1547'
 NF1547'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1190 ***********************************************************************
 RJ1190  DESIGNATION -  GILCHRIST
 RJ1190  PID         -  RJ1190
 RJ1190  STATE/COUNTY-  MI/MACKINAC
 RJ1190  COUNTRY     -  US
 RJ1190  USGS QUAD   -  GILCHRIST (2017)
 RJ1190
 RJ1190                         *CURRENT SURVEY CONTROL
 RJ1190  ______________________________________________________________________
 RJ1190* NAD 83(1994) POSITION- 46 08 09.31556(N) 085 24 48.76671(W)   ADJUSTED
 RJ1190* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 RJ1190  ______________________________________________________________________
 RJ1190  GEOID HEIGHT    -        -34.980 (meters)                     GEOID18
 RJ1190  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 RJ1190  HORZ ORDER      -  SECOND
 RJ1190
 RJ1190.The horizontal coordinates were established by classical geodetic methods
 RJ1190.and adjusted by the National Geodetic Survey in February 1997.
 RJ1190
 RJ1190.The orthometric height was scaled from a topographic map.
 RJ1190
 RJ1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1190.GEOID18 height accuracy estimate available here.
 RJ1190
 RJ1190.Click photographs - Photos may exist for this station.
 RJ1190
 RJ1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1190
 RJ1190. The following values were computed from the NAD 83(1994) position.
 RJ1190
 RJ1190;                    North         East     Units Scale Factor Converg.
 RJ1190;SPC MI N     -   151,558.482 8,122,570.997   MT  0.99990622   +1 08 48.0
 RJ1190;SPC MI N     -   497,239.11 26,648,854.98   iFT  0.99990622   +1 08 48.0
 RJ1190;UTM  16      - 5,110,372.740   622,541.042   MT  0.99978460   +1 08 38.2
 RJ1190
 RJ1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1190!SPC MI N     -   0.99996770  x   0.99990622  =   0.99987392
 RJ1190!UTM  16      -   0.99996770  x   0.99978460  =   0.99975231
 RJ1190
 RJ1190:                Primary Azimuth Mark                     Grid Az
 RJ1190:SPC MI N     -  BIDDLE                                   156 41 54.6
 RJ1190:UTM  16      -  BIDDLE                                   156 42 04.4
 RJ1190
 RJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2254110372(NAD 83)
 RJ1190
 RJ1190|---------------------------------------------------------------------|
 RJ1190| PID    Reference Object                     Distance      Geod. Az  |
 RJ1190|                                                           dddmmss.s |
 RJ1190| CH1177 GILCHRIST RM 1                       23.658 METERS 14921     |
 RJ1190| RJ1185 BIDDLE                              APPROX. 7.3 KM 1575042.6 |
 RJ1190| RJ1189 GILCHRIST LOOKOUT TOWER               6.541 METERS 21127     |
 RJ1190| CH1178 GILCHRIST RM 2                       22.251 METERS 28233     |
 RJ1190|---------------------------------------------------------------------|
 RJ1190
 RJ1190                          SUPERSEDED SURVEY CONTROL
 RJ1190
 RJ1190  NAD 83(1986)-  46 08 09.30986(N)    085 24 48.76426(W) AD(       ) 2
 RJ1190  NAD 27      -  46 08 09.31567(N)    085 24 48.43388(W) AD(       ) 2
 RJ1190
 RJ1190.Superseded values are not recommended for survey control.
 RJ1190
 RJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1190.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1190
 RJ1190_MARKER: DS = TRIANGULATION STATION DISK
 RJ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1190_STAMPING: GILCHRIST 1965
 RJ1190_MARK LOGO: CGS
 RJ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1190+STABILITY: SURFACE MOTION
 RJ1190
 RJ1190  HISTORY     - Date     Condition        Report By
 RJ1190  HISTORY     - 1965     MONUMENTED       CGS
 RJ1190  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1190  HISTORY     - 19950815 GOOD             USPSQD
 RJ1190
 RJ1190                          STATION DESCRIPTION
 RJ1190
 RJ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1190'STATION IS LOCATED NEAR THE SITE OF THE GILCHRIST LOOKOUT TOWER ABOUT
 RJ1190'3-1/4 MI (5.23 KM) NORTH-NORTHEAST OF NAUBINWAY, 8 MI (12.9 KM)
 RJ1190'EAST-NORTHEAST OF ENGADINE AND ON GOVERNMENT OWNED PROPERTY.
 RJ1190'
 RJ1190'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 941 IN
 RJ1190'NAUBINWAY, GO NORTH ON COUNTY ROAD 941 FOR 2.55 MI (4.10 KM) TO A
 RJ1190'T-ROAD.  TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD (COUNTY ROAD
 RJ1190'930) FOR 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT (COUNTY ROAD 931).  TURN
 RJ1190'LEFT AND GO NORTH ON COUNTY ROAD 931 FOR ABOUT 50 FT (15.2 M) TO A
 RJ1190'SIDE ROAD LEFT (GILCHRIST TOWER ROAD).  TURN LEFT AND GO NORTHWESTERLY
 RJ1190'ON A NARROW SAND ROAD FOR 0.5 MI (0.8 KM) TO A FORK.  TAKE THE LEFT
 RJ1190'FORK AND CONTINUE NORTHWEST ON THE SAND ROAD FOR 0.1 MI (0.2 KM) TO
 RJ1190'THE END OF THE ROAD AT THE TOP OF A HILL AND THE STATION.
 RJ1190'
 RJ1190'STATION MARKS ARE STANDARD DISKS STAMPED GILCHRIST 1965.  THE SURFACE
 RJ1190'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 RJ1190'(13 CM).  IT IS 9 FT (2.7 M) NORTH OF THE NORTHEAST LEG OF THE LOOKOUT
 RJ1190'TOWER, 17 FT (5.2 M) SOUTHWEST OF AN 18 INCH BIRCH TREE, 22 FT (6.7 M)
 RJ1190'EAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 24 FT (7.3 M) EAST
 RJ1190'OF A 20 INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RJ1190'MASS OF CONCRETE 42 INCHES (107 CM) BELOW THE SURFACE OF THE GROUND.
 RJ1190'
 RJ1190'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GILCHRIST NO 1 1965, IS
 RJ1190'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2.8 FT
 RJ1190'(0.9 M) NORTHWEST OF A METAL WITNESS POST, 14 FT (4.3 M) SOUTHWEST OF
 RJ1190'THE CENTER OF A TRACK ROAD AND 57 FT (17.4 M) SOUTHEAST OF THE
 RJ1190'SOUTHEAST LEG OF THE LOOKOUT TOWER.
 RJ1190'
 RJ1190'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GILCHRIST NO 2 1965, IS
 RJ1190'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 12 INCHES (30 CM).  IT
 RJ1190'IS 3 FT (0.9 M) NORTH OF A 6 INCH BIRCH TREE, 49 FT (14.9 M) NORTHWEST
 RJ1190'OF THE 20 INCH PINE TREE AND 57 FT (17.4 M) NORTHWEST OF THE NORTHWEST
 RJ1190'LEG OF THE LOOKOUT TOWER.
 RJ1190'
 RJ1190'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1190
 RJ1190                          STATION RECOVERY (1973)
 RJ1190
 RJ1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1190'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1190'DISTANCES MEASURED O.K. ORIGINAL DESCRIPTION ADEQUATE.
 RJ1190'
 RJ1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 3-1/4 MI
 RJ1190'(5.23 KM) NORTH-NORTHEAST OF NAUBINWAY.
 RJ1190
 RJ1190                          STATION RECOVERY (1995)
 RJ1190
 RJ1190'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1568 ***********************************************************************
 RL1568  DESIGNATION -  GIRDER RESET
 RL1568  PID         -  RL1568
 RL1568  STATE/COUNTY-  MI/IRON
 RL1568  COUNTRY     -  US
 RL1568  USGS QUAD   -  IRON RIVER (2017)
 RL1568
 RL1568                         *CURRENT SURVEY CONTROL
 RL1568  ______________________________________________________________________
 RL1568* NAD 83(1994) POSITION- 46 05 14.43780(N) 088 39 48.29184(W)   ADJUSTED
 RL1568* NAVD 88 ORTHO HEIGHT -   502.    (meters)     1647.    (feet) SCALED
 RL1568  ______________________________________________________________________
 RL1568  GEOID HEIGHT    -        -32.098 (meters)                     GEOID18
 RL1568  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 RL1568  HORZ ORDER      -  FIRST
 RL1568
 RL1568.The horizontal coordinates were established by classical geodetic methods
 RL1568.and adjusted by the National Geodetic Survey in February 1997.
 RL1568
 RL1568.The orthometric height was scaled from a topographic map.
 RL1568
 RL1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1568.GEOID18 height accuracy estimate available here.
 RL1568
 RL1568.Click photographs - Photos may exist for this station.
 RL1568
 RL1568.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1568
 RL1568. The following values were computed from the NAD 83(1994) position.
 RL1568
 RL1568;                    North         East     Units Scale Factor Converg.
 RL1568;SPC MI N     -   146,282.536 7,871,370.509   MT  0.99990878   -1 12 08.3
 RL1568;SPC MI N     -   479,929.58 25,824,706.39   iFT  0.99990878   -1 12 08.3
 RL1568;SPC WI N     -   103,197.509   703,362.869   MT  0.99994633   +0 57 51.0
 RL1568;SPC WI N     -   338,573.83  2,307,616.35   sFT  0.99994633   +0 57 51.0
 RL1568;UTM  16      - 5,105,097.048   371,401.453   MT  0.99980330   -1 11 54.5
 RL1568
 RL1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1568!SPC MI N     -   0.99992634  x   0.99990878  =   0.99983513
 RL1568!SPC WI N     -   0.99992634  x   0.99994633  =   0.99987267
 RL1568!UTM  16      -   0.99992634  x   0.99980330  =   0.99972966
 RL1568
 RL1568:                Primary Azimuth Mark                     Grid Az
 RL1568:SPC MI N     -  GIRDER AZ MK                             093 29 37.6
 RL1568:SPC WI N     -  GIRDER AZ MK                             091 19 38.3
 RL1568:UTM  16      -  GIRDER AZ MK                             093 29 23.8
 RL1568
 RL1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7140105097(NAD 83)
 RL1568
 RL1568|---------------------------------------------------------------------|
 RL1568| PID    Reference Object                     Distance      Geod. Az  |
 RL1568|                                                           dddmmss.s |
 RL1568| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX. 4.1 KM 0783734.2 |
 RL1568| RL1669 GIRDER AZ MK                                       0921729.3 |
 RL1568| RL1667 GIRDER RM 1                          27.934 METERS 12316     |
 RL1568| RL1571 CASPIAN WIKB RADIO MAST             APPROX. 3.2 KM 1422637.1 |
 RL1568| RL1668 GIRDER RM 2                          32.303 METERS 24342     |
 RL1568|---------------------------------------------------------------------|
 RL1568
 RL1568                          SUPERSEDED SURVEY CONTROL
 RL1568
 RL1568  NAD 83(1991)-  46 05 14.43772(N)    088 39 48.29081(W) AD(       ) 1
 RL1568  NAD 83(1986)-  46 05 14.43449(N)    088 39 48.27751(W) AD(       ) 1
 RL1568  NAD 83(1986)-  46 05 14.43449(N)    088 39 48.27751(W) AD(       ) 1
 RL1568  NAD 27      -  46 05 14.59900(N)    088 39 47.80500(W) AD(       ) 1
 RL1568
 RL1568.Superseded values are not recommended for survey control.
 RL1568
 RL1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1568.See file dsdata.pdf to determine how the superseded data were derived.
 RL1568
 RL1568_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1568_STAMPING: GIRDER 1954 1988
 RL1568_MARK LOGO: NGS
 RL1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1568+STABILITY: SURFACE MOTION
 RL1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1568+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1568
 RL1568  HISTORY     - Date     Condition        Report By
 RL1568  HISTORY     - 1988     MONUMENTED       NGS
 RL1568  HISTORY     - 20030925 GOOD             USPSQD
 RL1568  HISTORY     - 20060803 GOOD             USPSQD
 RL1568
 RL1568                          STATION DESCRIPTION
 RL1568
 RL1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (BES)
 RL1568'THE STATION (UNDERGROUND MARK), REFERENCE MARKS 1 AN 2 AND THE AZIMUTH
 RL1568'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT
 RL1568'VISABLE GROUND TO GROUND.  THE DISTANCES TO BOTH RMS CHECKED, BUT THE
 RL1568'ANGLE BETWEEN RMS 1 AND 2 DIFFERED BY 3 MINUTES.  A NEW SURFACE MARK
 RL1568'WAS SET OVER THE UNDERGROUND MARK.  THE TO REACH FOR THIS STATION IS
 RL1568'STILL ADEQUATE.
 RL1568'
 RL1568'THE STATION MARK IS A STANDARD NGS DISK STAMPED--GIRDER 1954 1988--,
 RL1568'SET INTO A ROUND CONCRETE MONUMENT.  THE STATION IS LOCATED 8.534 M
 RL1568'(28.0 FT) NORTH OF CENTERLINE OF DIVISION STREET, 10.058 M (33.0 FT)
 RL1568'WEST OF A SPLIT RAIL FENCE CORNER, 0.305 M (1.0 FT) NORTH OF WITNESS
 RL1568'POST AND 14.326 (47.0 FT) WEST OF THE CENTERLINE OF A DRIVEWAY.  THE
 RL1568'UNDERGROUND DISK IS A STANDARD CGS DISK STAMPED--GIRDER 1954--, SET
 RL1568'IN AN IRREGULAR MASS OF CONCRETE, 2.5 FT BELOW THE SURFACE OF THE
 RL1568'GROUND.
 RL1568
 RL1568                          STATION RECOVERY (2003)
 RL1568
 RL1568'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1568'GIRDER RM1, RM 2, AND AZ MARK ALSO FOUND IN DGOOD CONDITION.
 RL1568
 RL1568                          STATION RECOVERY (2006)
 RL1568
 RL1568'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0650 ***********************************************************************
 OK0650  DESIGNATION -  GLADPORT
 OK0650  PID         -  OK0650
 OK0650  STATE/COUNTY-  MI/GLADWIN
 OK0650  COUNTRY     -  US
 OK0650  USGS QUAD   -  GLADWIN (2017)
 OK0650
 OK0650                         *CURRENT SURVEY CONTROL
 OK0650  ______________________________________________________________________
 OK0650* NAD 83(1994) POSITION- 43 58 19.64011(N) 084 28 39.84104(W)   ADJUSTED
 OK0650* NAD 83(1994) ELLIP HT-   200.689 (meters)        (07/17/02)   ADJUSTED
 OK0650* NAVD 88 ORTHO HEIGHT -   234.9   (meters)      771.    (feet) GPS OBS
 OK0650  ______________________________________________________________________
 OK0650  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0650  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 OK0650  NAD 83(1994) X  -    442,455.450 (meters)                     COMP
 OK0650  NAD 83(1994) Y  - -4,576,433.153 (meters)                     COMP
 OK0650  NAD 83(1994) Z  -  4,406,002.237 (meters)                     COMP
 OK0650  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 OK0650  HORZ ORDER      -  FIRST
 OK0650  ELLP ORDER      -  FOURTH    CLASS I
 OK0650
 OK0650.This mark is at Charles C Zettel Mem Airport (GDW)
 OK0650
 OK0650.The horizontal coordinates were established by GPS observations
 OK0650.and adjusted by the National Geodetic Survey in February 1997.
 OK0650
 OK0650.The orthometric height was determined by GPS observations and a
 OK0650.high-resolution geoid model.
 OK0650
 OK0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0650.GEOID18 height accuracy estimate available here.
 OK0650
 OK0650.Click photographs - Photos may exist for this station.
 OK0650
 OK0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0650
 OK0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0650
 OK0650.The ellipsoidal height was determined by GPS observations
 OK0650.and is referenced to NAD 83.
 OK0650
 OK0650. The following values were computed from the NAD 83(1994) position.
 OK0650
 OK0650;                    North         East     Units Scale Factor Converg.
 OK0650;SPC MI C     -    72,843.238 5,991,087.084   MT  1.00005509   -0 04 42.5
 OK0650;SPC MI C     -   238,987.00 19,655,797.52   iFT  1.00005509   -0 04 42.5
 OK0650;UTM  16      - 4,871,869.443   702,317.569   MT  1.00010346   +1 45 06.6
 OK0650
 OK0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0650!SPC MI C     -   0.99996853  x   1.00005509  =   1.00002362
 OK0650!UTM  16      -   0.99996853  x   1.00010346  =   1.00007199
 OK0650
 OK0650:                Primary Azimuth Mark                     Grid Az
 OK0650:SPC MI C     -  GLADPORT AZ MK                           087 48 24.5
 OK0650:UTM  16      -  GLADPORT AZ MK                           085 58 35.4
 OK0650
 OK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0231771869(NAD 83)
 OK0650
 OK0650|---------------------------------------------------------------------|
 OK0650| PID    Reference Object                     Distance      Geod. Az  |
 OK0650|                                                           dddmmss.s |
 OK0650| OK0651 GLADPORT AZ MK                      APPROX. 0.6 KM 0874342.0 |
 OK0650|---------------------------------------------------------------------|
 OK0650
 OK0650                          SUPERSEDED SURVEY CONTROL
 OK0650
 OK0650  ELLIP H (02/03/97)  200.655  (m)                       GP(       ) 4 1
 OK0650  NAD 83(1986)-  43 58 19.63042(N)    084 28 39.84800(W) AD(       ) 1
 OK0650  NAD 83(1986)-  43 58 19.63230(N)    084 28 39.85121(W) AD(       ) 3
 OK0650  NGVD 29 (03/27/91)  235.5    (m)  OSU 89B  model used  GPS OBS        
 OK0650
 OK0650.Superseded values are not recommended for survey control.
 OK0650
 OK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0650.See file dsdata.pdf to determine how the superseded data were derived.
 OK0650
 OK0650_MARKER: F = FLANGE-ENCASED ROD
 OK0650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0650_STAMPING: GLADPORT 1989
 OK0650_MARK LOGO: NGS
 OK0650_PROJECTION: FLUSH
 OK0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0650+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2018
 OK0650_ROD/PIPE-DEPTH: 14.6 meters
 OK0650_SLEEVE-DEPTH  : 1.0 meters
 OK0650
 OK0650  HISTORY     - Date     Condition        Report By
 OK0650  HISTORY     - 1989     MONUMENTED       NGS
 OK0650  HISTORY     - 19981202 GOOD             USPSQD
 OK0650  HISTORY     - 20180924 GOOD             INDIV
 OK0650
 OK0650                          STATION DESCRIPTION
 OK0650
 OK0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0650'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF GLADWIN, AT
 OK0650'THE GLADWIN AIRPORT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF THE
 OK0650'RUNWAY AND THE CONNECTING TAXIWAY.  OWNERSHIP---CITY OF GLADWIN AND
 OK0650'GLADWIN COUNTY, C/O AIRPORT MANAGER JIM FORGIE, 735 SOUTH STATE
 OK0650'STREET, GLADWIN MI 48624.  PHONE IS (517) 426-4201 OR HOME (517)
 OK0650'426-8421.
 OK0650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 61 IN
 OK0650'GLADWIN, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY 61 TO A PAVED
 OK0650'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.9 KM (0.55 MI) ON STATE
 OK0650'STREET TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND
 OK0650'GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS
 OK0650'THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR
 OK0650'0.1 KM (0.05 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 OK0650'THE RUNWAY.
 OK0650'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0650'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 14.6 METERS IN A
 OK0650'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0650'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0650'LOCATED 28.6 M (93.8 FT) NORTHEAST FROM THE JUNCTION OF THE NORTH EDGE
 OK0650'OF THE RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.5 M
 OK0650'(60.7 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 14.1 M
 OK0650'(46.3 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY.
 OK0650'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0650'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0650'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0650
 OK0650                          STATION RECOVERY (1998)
 OK0650
 OK0650'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0650'RECOVERED IN GOOD CONDITION.
 OK0650
 OK0650                          STATION RECOVERY (2018)
 OK0650
 OK0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DJ)
 OK0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0651 ***********************************************************************
 OK0651  DESIGNATION -  GLADPORT AZ MK
 OK0651  PID         -  OK0651
 OK0651  STATE/COUNTY-  MI/GLADWIN
 OK0651  COUNTRY     -  US
 OK0651  USGS QUAD   -  GLADWIN (2017)
 OK0651
 OK0651                         *CURRENT SURVEY CONTROL
 OK0651  ______________________________________________________________________
 OK0651* NAD 83(1994) POSITION- 43 58 20.39872(N) 084 28 13.33105(W)   ADJUSTED
 OK0651* NAD 83(1994) ELLIP HT-   200.392 (meters)        (07/17/02)   ADJUSTED
 OK0651* NAVD 88 ORTHO HEIGHT -   234.6   (meters)      770.    (feet) GPS OBS
 OK0651  ______________________________________________________________________
 OK0651  NAVD 88 orthometric height was determined with an earlier geoid model
 OK0651  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 OK0651  NAD 83(1994) X  -    443,042.041 (meters)                     COMP
 OK0651  NAD 83(1994) Y  - -4,576,359.854 (meters)                     COMP
 OK0651  NAD 83(1994) Z  -  4,406,018.882 (meters)                     COMP
 OK0651  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 OK0651  HORZ ORDER      -  FIRST
 OK0651  ELLP ORDER      -  FOURTH    CLASS I
 OK0651
 OK0651.This mark is at Charles C Zettel Mem Airport (GDW)
 OK0651
 OK0651.The horizontal coordinates were established by GPS observations
 OK0651.and adjusted by the National Geodetic Survey in February 1997.
 OK0651
 OK0651.The orthometric height was determined by GPS observations and a
 OK0651.high-resolution geoid model.
 OK0651
 OK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0651.GEOID18 height accuracy estimate available here.
 OK0651
 OK0651.Click photographs - Photos may exist for this station.
 OK0651
 OK0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0651
 OK0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0651
 OK0651.The ellipsoidal height was determined by GPS observations
 OK0651.and is referenced to NAD 83.
 OK0651
 OK0651. The following values were computed from the NAD 83(1994) position.
 OK0651
 OK0651;                    North         East     Units Scale Factor Converg.
 OK0651;SPC MI C     -    72,865.871 5,991,678.052   MT  1.00005503   -0 04 23.7
 OK0651;SPC MI C     -   239,061.26 19,657,736.39   iFT  1.00005503   -0 04 23.7
 OK0651;UTM  16      - 4,871,910.941   702,907.542   MT  1.00010640   +1 45 25.0
 OK0651
 OK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0651!SPC MI C     -   0.99996858  x   1.00005503  =   1.00002361
 OK0651!UTM  16      -   0.99996858  x   1.00010640  =   1.00007498
 OK0651
 OK0651:                Primary Azimuth Mark                     Grid Az
 OK0651:SPC MI C     -  GLADPORT                                 267 48 24.1
 OK0651:UTM  16      -  GLADPORT                                 265 58 35.4
 OK0651
 OK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0290771910(NAD 83)
 OK0651
 OK0651|---------------------------------------------------------------------|
 OK0651| PID    Reference Object                     Distance      Geod. Az  |
 OK0651|                                                           dddmmss.s |
 OK0651| OK0650 GLADPORT                            APPROX. 0.6 KM 2674400.4 |
 OK0651|---------------------------------------------------------------------|
 OK0651
 OK0651                          SUPERSEDED SURVEY CONTROL
 OK0651
 OK0651  ELLIP H (02/03/97)  200.358  (m)                       GP(       ) 4 1
 OK0651  NAD 83(1986)-  43 58 20.38899(N)    084 28 13.33796(W) AD(       ) 1
 OK0651  NAD 83(1986)-  43 58 20.39087(N)    084 28 13.34121(W) AD(       ) 3
 OK0651  NGVD 29 (03/27/91)  235.2    (m)  OSU 89B  model used  GPS OBS        
 OK0651
 OK0651.Superseded values are not recommended for survey control.
 OK0651
 OK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0651.See file dsdata.pdf to determine how the superseded data were derived.
 OK0651
 OK0651_MARKER: F = FLANGE-ENCASED ROD
 OK0651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0651_STAMPING: GLADPORT AZ MK 1989
 OK0651_MARK LOGO: NGS
 OK0651_PROJECTION: FLUSH
 OK0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0651+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2018
 OK0651_ROD/PIPE-DEPTH: 14.6 meters
 OK0651_SLEEVE-DEPTH  : 1.0 meters
 OK0651
 OK0651  HISTORY     - Date     Condition        Report By
 OK0651  HISTORY     - 1989     MONUMENTED       NGS
 OK0651  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0651  HISTORY     - 20180924 GOOD             INDIV
 OK0651
 OK0651                          STATION DESCRIPTION
 OK0651
 OK0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0651'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF GLADWIN, AT
 OK0651'THE GLADWIN AIRPORT, ALONG THE NORTH EDGE, NEAR THE CENTER OF THE
 OK0651'RUNWAY.  OWNERSHIP---CITY OF GLADWIN AND GLADWIN COUNTY, C/O AIRPORT
 OK0651'MANAGER JIM FORGIE, 735 SOUTH STATE STREET, GLADWIN MI 48624.  PHONE
 OK0651'IS (517) 426-4201 OR HOME (517) 426-8421.
 OK0651'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 61 IN
 OK0651'GLADWIN, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY 61 TO A PAVED
 OK0651'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.9 KM (0.55 MI) ON STATE
 OK0651'STREET TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND
 OK0651'GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS
 OK0651'THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR
 OK0651'0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT
 OK0651'AND GO EAST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE
 OK0651'LEFT BETWEEN THE 11TH AND 12TH WHITE RUNWAY LIGHTS EAST FROM THE
 OK0651'JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY.
 OK0651'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0651'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 14.6 METERS IN A
 OK0651'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0651'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0651'LOCATED 31.1 M (102.0 FT) WEST-NORTHWEST FROM THE 12TH WHITE RUNWAY
 OK0651'LIGHT EAST FROM THE JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY,
 OK0651'30.1 M (98.8 FT) EAST-NORTEAST FROM THE 11TH WHITE RUNWAY LIGHT EAST
 OK0651'FROM THE JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY, 19.3 M
 OK0651'(63.3 FT) SOUTH FROM A CARSONITE WITNESS POST, 13.9 M (45.6 FT) NORTH
 OK0651'FROM THE NORTH EDGE OF THE RUNWAY.
 OK0651'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0651'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0651'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0651
 OK0651                          STATION RECOVERY (1998)
 OK0651
 OK0651'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0651'MARK NOT FOUND.
 OK0651
 OK0651                          STATION RECOVERY (2018)
 OK0651
 OK0651'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DJ)
 OK0651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0171 ***********************************************************************
 QL0171  DESIGNATION -  GLADSTONE
 QL0171  PID         -  QL0171
 QL0171  STATE/COUNTY-  MI/DELTA
 QL0171  COUNTRY     -  US
 QL0171  USGS QUAD   -  GLADSTONE (2017)
 QL0171
 QL0171                         *CURRENT SURVEY CONTROL
 QL0171  ______________________________________________________________________
 QL0171* NAD 83(1986) POSITION- 45 50 39.     (N) 087 01 16.     (W)   SCALED
 QL0171* NAVD 88 ORTHO HEIGHT -   183.323 (meters)      601.45  (feet) ADJUSTED
 QL0171  ______________________________________________________________________
 QL0171  GEOID HEIGHT    -        -35.616 (meters)                     GEOID18
 QL0171  DYNAMIC HEIGHT  -        183.324 (meters)      601.46  (feet) COMP
 QL0171  MODELED GRAVITY -    980,618.3   (mgal)                       NAVD 88
 QL0171
 QL0171  VERT ORDER      -  FIRST     CLASS 0
 QL0171
 QL0171.The horizontal coordinates were scaled from a map and have
 QL0171.an estimated accuracy of +/- 6 seconds.
 QL0171
 QL0171.The orthometric height was determined by differential leveling and
 QL0171.adjusted by the NATIONAL GEODETIC SURVEY
 QL0171.in June 1991.
 QL0171
 QL0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0171.GEOID18 height accuracy estimate available here.
 QL0171
 QL0171.Click photographs - Photos may exist for this station.
 QL0171
 QL0171.The dynamic height is computed by dividing the NAVD 88
 QL0171.geopotential number by the normal gravity value computed on the
 QL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0171.degrees latitude (g = 980.6199 gals.).
 QL0171
 QL0171.The modeled gravity was interpolated from observed gravity values.
 QL0171
 QL0171;                    North         East    Units  Estimated Accuracy
 QL0171;SPC MI N     -   117,910.    7,998,360.      MT  (+/- 180 meters Scaled)
 QL0171
 QL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR983767(NAD 83)
 QL0171
 QL0171                          SUPERSEDED SURVEY CONTROL
 QL0171
 QL0171  NGVD 29 (??/??/92)  183.334  (m)          601.49   (f) ADJ UNCH    1 0
 QL0171
 QL0171.Superseded values are not recommended for survey control.
 QL0171
 QL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0171.See file dsdata.pdf to determine how the superseded data were derived.
 QL0171
 QL0171_MARKER: DB = BENCH MARK DISK
 QL0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0171_SP_SET: BUILDING
 QL0171_STAMPING: GLADSTONE 1934
 QL0171_MARK LOGO: CGS
 QL0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0171
 QL0171  HISTORY     - Date     Condition        Report By
 QL0171  HISTORY     - 1934     MONUMENTED       CGS
 QL0171  HISTORY     - 1972     GOOD             NGS
 QL0171  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0171  HISTORY     - 1990     GOOD             USPSQD
 QL0171  HISTORY     - 20021003 GOOD             USPSQD
 QL0171
 QL0171                          STATION DESCRIPTION
 QL0171
 QL0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0171'AT GLADSTONE.
 QL0171'AT GLADSTONE, ABOUT 0.2 MILE SOUTH ALONG 10TH STREET FROM THE
 QL0171'POST OFFICE, AT THE INTERSECTION OF MICHIGAN AVENUE AND 10TH
 QL0171'STREET, 98 FEET SOUTH OF THE CENTER LINE OF MICHIGAN AVENUE, 53
 QL0171'FEET WEST OF THE CENTER LINE OF 10TH STREET, SET VERTICALLY IN
 QL0171'THE EAST FACE OF THE HIGH SCHOOL BUILDING, 1.4 FEET SOUTH OF THE
 QL0171'NORTHEAST CORNER OF THE BUILDING AND 3.3 FEET ABOVE THE LEVEL
 QL0171'OF THE GROUND.  SEC 21, T 40 N, R 22 W.
 QL0171
 QL0171                          STATION RECOVERY (1981)
 QL0171
 QL0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0171'MARK NOT FOUND.
 QL0171
 QL0171                          STATION RECOVERY (1990)
 QL0171
 QL0171'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0171'RECOVERED IN GOOD CONDITION.
 QL0171
 QL0171                          STATION RECOVERY (2002)
 QL0171
 QL0171'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0644 ***********************************************************************
 QL0644  DESIGNATION -  GLADSTONE
 QL0644  PID         -  QL0644
 QL0644  STATE/COUNTY-  MI/DELTA
 QL0644  COUNTRY     -  US
 QL0644  USGS QUAD   -  GLADSTONE (2017)
 QL0644
 QL0644                         *CURRENT SURVEY CONTROL
 QL0644  ______________________________________________________________________
 QL0644* NAD 83(1994) POSITION- 45 51 22.09870(N) 087 02 26.60067(W)   ADJUSTED
 QL0644* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 QL0644  ______________________________________________________________________
 QL0644  GEOID HEIGHT    -        -35.563 (meters)                     GEOID18
 QL0644  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QL0644  HORZ ORDER      -  FIRST
 QL0644
 QL0644.The horizontal coordinates were established by classical geodetic methods
 QL0644.and adjusted by the National Geodetic Survey in February 1997.
 QL0644
 QL0644.The orthometric height was scaled from a topographic map.
 QL0644
 QL0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0644.GEOID18 height accuracy estimate available here.
 QL0644
 QL0644.Click photographs - Photos may exist for this station.
 QL0644
 QL0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0644
 QL0644. The following values were computed from the NAD 83(1994) position.
 QL0644
 QL0644;                    North         East     Units Scale Factor Converg.
 QL0644;SPC MI N     -   119,237.163 7,996,837.562   MT  0.99993072   -0 01 46.0
 QL0644;SPC MI N     -   391,198.04 26,236,343.71   iFT  0.99993072   -0 01 46.0
 QL0644;UTM  16      - 5,078,064.504   496,838.608   MT  0.99960012   -0 01 45.2
 QL0644
 QL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0644!SPC MI N     -   0.99997109  x   0.99993072  =   0.99990181
 QL0644!UTM  16      -   0.99997109  x   0.99960012  =   0.99957122
 QL0644
 QL0644:                Primary Azimuth Mark                     Grid Az
 QL0644:SPC MI N     -  GLADSTONE REA RADIO MAST                 154 04 01.9
 QL0644:UTM  16      -  GLADSTONE REA RADIO MAST                 154 04 01.1
 QL0644
 QL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9683878064(NAD 83)
 QL0644
 QL0644|---------------------------------------------------------------------|
 QL0644| PID    Reference Object                     Distance      Geod. Az  |
 QL0644|                                                           dddmmss.s |
 QL0644| CJ5009 GLADSTONE RM 1                       44.466 METERS 11232     |
 QL0644| QL0464 GLADSTONE REA RADIO MAST            APPROX. 0.7 KM 1540215.9 |
 QL0644| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX. 0.9 KM 1610027.2 |
 QL0644| QL0472 ESCANABA LIGHT                      APPROX.12.2 KM 1784213.2 |
 QL0644| CJ5010 GLADSTONE RM 2                       24.538 METERS 18655     |
 QL0644| QL0460 ESCANABA SHEPECK LUMBER CO TK       APPROX. 9.0 KM 1912645.0 |
 QL0644|---------------------------------------------------------------------|
 QL0644
 QL0644                          SUPERSEDED SURVEY CONTROL
 QL0644
 QL0644  NAD 83(1986)-  45 51 22.09584(N)    087 02 26.59737(W) AD(       ) 1
 QL0644  NAD 27      -  45 51 22.21700(N)    087 02 26.08800(W) AD(       ) 1
 QL0644
 QL0644.Superseded values are not recommended for survey control.
 QL0644
 QL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0644.See file dsdata.pdf to determine how the superseded data were derived.
 QL0644
 QL0644_MARKER: DS = TRIANGULATION STATION DISK
 QL0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0644_STAMPING: GLADSTONE 1954
 QL0644_MARK LOGO: CGS
 QL0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0644+STABILITY: SURFACE MOTION
 QL0644
 QL0644  HISTORY     - Date     Condition        Report By
 QL0644  HISTORY     - 1954     MONUMENTED       CGS
 QL0644  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 QL0644
 QL0644                          STATION DESCRIPTION
 QL0644
 QL0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0644'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE MAIN PART OF
 QL0644'GLADSTONE ALONG THE NORTH
 QL0644'RIGHT OF WAY OF STATE HIGHWAY 35.  STATION IS 46 FEET NORTH OF THE
 QL0644'CENTERLINE OF HIGHWAY, 21 FEET
 QL0644'NORTHEAST OF POWER LINE BRACE POLE AND 2.5 FEET EAST OF WITNESS POST.
 QL0644'THE MARK PROJECTS ABOUT 6 INCHES
 QL0644'AND THE DISK IS STAMPED GLADSTONE 1954.
 QL0644'
 QL0644'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 7
 QL0644'FEET NORTHWEST OF POWER POLE AND
 QL0644'2 FEET NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QL0644'THE DISK IS STAMPED GLADSTONE NO 1
 QL0644'1954.
 QL0644'
 QL0644'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 QL0644'AND 12 FEET NORTH OF
 QL0644'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0644'GLADSTONE NO 2 1954.
 QL0644'
 QL0644'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41, AND STATE
 QL0644'HIGHWAY 35 ABOUT 0.3 MILE
 QL0644'NORTH OF THE MAIN PART OF GLADSTONE GO WEST ON STATE HIGHWAY 35 FOR
 QL0644'1.0 MILE TO SIDE ROAD LEFT AND
 QL0644'STATION ON RIGHT AS DESCRIBED.
 QL0644'
 QL0644'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK.
 QL0644'
 QL0644'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0644
 QL0644                          STATION RECOVERY (1994)
 QL0644
 QL0644'RECOVERY NOTE BY US POWER SQUADRON 1994
 QL0644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0464 ***********************************************************************
 QL0464  DESIGNATION -  GLADSTONE REA RADIO MAST
 QL0464  PID         -  QL0464
 QL0464  STATE/COUNTY-  MI/DELTA
 QL0464  COUNTRY     -  US
 QL0464  USGS QUAD   -  GLADSTONE (2017)
 QL0464
 QL0464                         *CURRENT SURVEY CONTROL
 QL0464  ______________________________________________________________________
 QL0464* NAD 83(1994) POSITION- 45 51 02.42355(N) 087 02 12.89152(W)   ADJUSTED
 QL0464  ______________________________________________________________________
 QL0464  GEOID HEIGHT    -        -35.581 (meters)                     GEOID18
 QL0464  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 QL0464  HORZ ORDER      -  THIRD
 QL0464
 QL0464.The horizontal coordinates were established by classical geodetic methods
 QL0464.and adjusted by the National Geodetic Survey in February 1997.
 QL0464
 QL0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0464.GEOID18 height accuracy estimate available here.
 QL0464
 QL0464.Click photographs - Photos may exist for this station.
 QL0464
 QL0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0464
 QL0464. The following values were computed from the NAD 83(1994) position.
 QL0464
 QL0464;                    North         East     Units Scale Factor Converg.
 QL0464;SPC MI N     -   118,629.598 7,997,133.010   MT  0.99993144   -0 01 36.1
 QL0464;SPC MI N     -   389,204.72 26,237,313.02   iFT  0.99993144   -0 01 36.1
 QL0464;UTM  16      - 5,077,457.142   497,133.960   MT  0.99960010   -0 01 35.4
 QL0464
 QL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9713377457(NAD 83)
 QL0464
 QL0464                          SUPERSEDED SURVEY CONTROL
 QL0464
 QL0464  NAD 83(1986)-  45 51 02.42069(N)    087 02 12.88831(W) AD(       ) 3
 QL0464  NAD 27      -  45 51 02.53700(N)    087 02 12.40000(W) AD(       ) 3
 QL0464
 QL0464.Superseded values are not recommended for survey control.
 QL0464
 QL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0464.See file dsdata.pdf to determine how the superseded data were derived.
 QL0464
 QL0464_MARKER: 42 = RADIO/TV MAST
 QL0464
 QL0464  HISTORY     - Date     Condition        Report By
 QL0464  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0464
 QL0464                          STATION DESCRIPTION
 QL0464
 QL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0464'THE STATION IS LOCATED AT THE WEST EDGE OF GLADSTONE.  IT IS THE
 QL0464'NORTH MAST OF TWO, PAINTED
 QL0464'ORANGE AND WHITE AND 195 FEET HIGH.
 QL0464'
 QL0464'THE POINT INTERSECTED WAS A RED LIGHT A-TOP.
 QL0464'
 QL0464'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0464'M 35 AT THE NORTH EDGE OF
 QL0464'GLADSTONE, GO WEST ON STATE HIGHWAY M 35 FOR 0.75 MILE TO A SIDE ROAD
 QL0464'LEFT, TURN LEFT (SOUTH) ON A
 QL0464'TRACK ROAD FOR 0.45 MILE AND THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0465 ***********************************************************************
 QL0465  DESIGNATION -  GLADSTONE ST HWY POLICE MAST
 QL0465  PID         -  QL0465
 QL0465  STATE/COUNTY-  MI/DELTA
 QL0465  COUNTRY     -  US
 QL0465  USGS QUAD   -  GLADSTONE (2017)
 QL0465
 QL0465                         *CURRENT SURVEY CONTROL
 QL0465  ______________________________________________________________________
 QL0465* NAD 83(1994) POSITION- 45 50 53.69930(N) 087 02 12.61400(W)   ADJUSTED
 QL0465  ______________________________________________________________________
 QL0465  GEOID HEIGHT    -        -35.587 (meters)                     GEOID18
 QL0465  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 QL0465  HORZ ORDER      -  THIRD
 QL0465
 QL0465.The horizontal coordinates were established by classical geodetic methods
 QL0465.and adjusted by the National Geodetic Survey in February 1997.
 QL0465
 QL0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0465.GEOID18 height accuracy estimate available here.
 QL0465
 QL0465.Click photographs - Photos may exist for this station.
 QL0465
 QL0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0465
 QL0465. The following values were computed from the NAD 83(1994) position.
 QL0465
 QL0465;                    North         East     Units Scale Factor Converg.
 QL0465;SPC MI N     -   118,360.256 7,997,138.872   MT  0.99993176   -0 01 35.9
 QL0465;SPC MI N     -   388,321.05 26,237,332.26   iFT  0.99993176   -0 01 35.9
 QL0465;UTM  16      - 5,077,187.889   497,139.821   MT  0.99960010   -0 01 35.2
 QL0465
 QL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9713977187(NAD 83)
 QL0465
 QL0465                          SUPERSEDED SURVEY CONTROL
 QL0465
 QL0465  NAD 83(1986)-  45 50 53.69637(N)    087 02 12.61073(W) AD(       ) 3
 QL0465  NAD 27      -  45 50 53.81000(N)    087 02 12.11000(W) AD(       ) 3
 QL0465
 QL0465.Superseded values are not recommended for survey control.
 QL0465
 QL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0465.See file dsdata.pdf to determine how the superseded data were derived.
 QL0465
 QL0465_MARKER: 42 = RADIO/TV MAST
 QL0465
 QL0465  HISTORY     - Date     Condition        Report By
 QL0465  HISTORY     - 1954     FIRST OBSERVED   CGS
 QL0465
 QL0465                          STATION DESCRIPTION
 QL0465
 QL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0465'THE STATION IS LOCATED AT THE WEST EDGE OF GLADSTONE.  IT IS THE
 QL0465'SOUTH MAST OF TWO, PAINTED
 QL0465'ORANGE AND WHITE AND 195 FEET HIGH.
 QL0465'
 QL0465'THE POINT INTERSECTED WAS A RED LIGHT A-TOP.
 QL0465'
 QL0465'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0465'M 35 AT THE NORTH EDGE OF
 QL0465'GALDSTONE, GO WEST ON STATE HIGHWAY M 35 FOR 0.75 MILE TO A SIDE
 QL0465'LEFT, TURN LEFT (SOUTH) ON A
 QL0465'TRACK ROAD FOR 0.45 MILE TO THE R E A RADIO MAST ON THE LEFT,
 QL0465'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2
 QL0465'MILE AND THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0463 ***********************************************************************
 PL0463  DESIGNATION -  GLADWIN GAME REFUGE LOT
 PL0463  PID         -  PL0463
 PL0463  STATE/COUNTY-  MI/GLADWIN
 PL0463  COUNTRY     -  US
 PL0463  USGS QUAD   -  MEREDITH (2017)
 PL0463
 PL0463                         *CURRENT SURVEY CONTROL
 PL0463  ______________________________________________________________________
 PL0463* NAD 83(1994) POSITION- 44 09 04.98982(N) 084 32 12.80587(W)   ADJUSTED
 PL0463  ______________________________________________________________________
 PL0463  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 PL0463  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 PL0463  HORZ ORDER      -  THIRD
 PL0463
 PL0463.The horizontal coordinates were established by classical geodetic methods
 PL0463.and adjusted by the National Geodetic Survey in February 1997.
 PL0463
 PL0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0463.GEOID18 height accuracy estimate available here.
 PL0463
 PL0463.Click photographs - Photos may exist for this station.
 PL0463
 PL0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0463
 PL0463. The following values were computed from the NAD 83(1994) position.
 PL0463
 PL0463;                    North         East     Units Scale Factor Converg.
 PL0463;SPC MI C     -    92,770.653 5,986,381.664   MT  1.00000748   -0 07 12.9
 PL0463;SPC MI C     -   304,365.66 19,640,359.79   iFT  1.00000748   -0 07 12.9
 PL0463;UTM  16      - 4,891,637.295   696,976.689   MT  1.00007721   +1 42 58.5
 PL0463
 PL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9697691637(NAD 83)
 PL0463
 PL0463                          SUPERSEDED SURVEY CONTROL
 PL0463
 PL0463  NAD 83(1986)-  44 09 04.98484(N)    084 32 12.81385(W) AD(       ) 3
 PL0463  NAD 27      -  44 09 04.91419(N)    084 32 12.75531(W) AD(       ) 3
 PL0463
 PL0463.Superseded values are not recommended for survey control.
 PL0463
 PL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0463.See file dsdata.pdf to determine how the superseded data were derived.
 PL0463
 PL0463_MARKER: 57 = LOOKOUT TOWER
 PL0463
 PL0463  HISTORY     - Date     Condition        Report By
 PL0463  HISTORY     - 1932     FIRST OBSERVED   CGS
 PL0463
 PL0463                          STATION DESCRIPTION
 PL0463
 PL0463'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AH5441 ***********************************************************************
 AH5441  DESIGNATION -  GLENN
 AH5441  PID         -  AH5441
 AH5441  STATE/COUNTY-  MI/CHIPPEWA
 AH5441  COUNTRY     -  US
 AH5441  USGS QUAD   -  GOETZVILLE (2017)
 AH5441
 AH5441                         *CURRENT SURVEY CONTROL
 AH5441  ______________________________________________________________________
 AH5441* NAD 83(1994) POSITION- 46 03 57.60380(N) 084 01 52.68801(W)   ADJUSTED
 AH5441* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5441  ______________________________________________________________________
 AH5441  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 AH5441  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 AH5441  HORZ ORDER      -  THIRD
 AH5441
 AH5441.The horizontal coordinates were established by classical geodetic methods
 AH5441.and adjusted by the National Geodetic Survey in November 1998.
 AH5441
 AH5441.The orthometric height was scaled from a topographic map.
 AH5441
 AH5441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5441.GEOID18 height accuracy estimate available here.
 AH5441
 AH5441.Click photographs - Photos may exist for this station.
 AH5441
 AH5441.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5441
 AH5441. The following values were computed from the NAD 83(1994) position.
 AH5441
 AH5441;                    North         East     Units Scale Factor Converg.
 AH5441;SPC MI N     -   146,860.926 8,229,617.216   MT  0.99991013   +2 08 44.7
 AH5441;SPC MI N     -   481,827.19 27,000,056.48   iFT  0.99991013   +2 08 44.7
 AH5441;UTM  16      - 5,105,666.052   729,595.961   MT  1.00024807   +2 08 19.7
 AH5441;UTM  17      - 5,105,848.779   265,562.440   MT  1.00027570   -2 11 02.2
 AH5441
 AH5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5441!SPC MI N     -   0.99997782  x   0.99991013  =   0.99988795
 AH5441!UTM  16      -   0.99997782  x   1.00024807  =   1.00022588
 AH5441!UTM  17      -   0.99997782  x   1.00027570  =   1.00025351
 AH5441
 AH5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2959505666(NAD 83)
 AH5441
 AH5441                          SUPERSEDED SURVEY CONTROL
 AH5441
 AH5441.No superseded survey control is available for this station.
 AH5441
 AH5441_MARKER: DD = SURVEY DISK
 AH5441_SETTING: 80 = SET IN A BOULDER
 AH5441_STAMPING: GLENN
 AH5441_MARK LOGO: NOS
 AH5441_PROJECTION: FLUSH
 AH5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5441+STABILITY: SURFACE MOTION
 AH5441
 AH5441  HISTORY     - Date     Condition        Report By
 AH5441  HISTORY     - 1988     MONUMENTED       NOS
 AH5441
 AH5441                          STATION DESCRIPTION
 AH5441
 AH5441'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5441'THE STATION IS LOCATED ALONG THE SHORELINE OF THE ST MARYS RIVER
 AH5441'SOUTH-SOUTHEAST FROM THE TOWN OF RABER ON A PROMINENT POINT OF LAND
 AH5441'CALLED RABER POINT.
 AH5441'TO REACH THE STATION FROM RABER, MICHIGAN GO BY BOAT SOUTHEAST FOR
 AH5441'APPROXIMATELY 3.5 MILES TO A PROMINENT POINT, RABER POINT,AND THE
 AH5441'STATION APPROXIMATELY FOUR METERS FROM THE EASTERLY POINT.
 AH5441'THE STATION IS A STANDARD NOS DISK STAMPED---GLENN---, SET INTO A
 AH5441'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 5.1 METERS (16.7 FEET)
 AH5441'SSE FROM THE NORTHWESTERLY SHORELINE, 3.75 METERS (12.3 FEET) EAST
 AH5441'FROM THE WEST SHORELINE OF THE ST MARYS RIVER AND 5.0 METERS (16.4
 AH5441'FEET) NORTH OF THE BRUSH LINE.
 AH5441'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5441'DESCRIBED BY C M SAUNDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0559 ***********************************************************************
 PM0559  DESIGNATION -  GLOVER
 PM0559  PID         -  PM0559
 PM0559  STATE/COUNTY-  MI/MANISTEE
 PM0559  COUNTRY     -  US
 PM0559  USGS QUAD   -  PLEASANTON (2017)
 PM0559
 PM0559                         *CURRENT SURVEY CONTROL
 PM0559  ______________________________________________________________________
 PM0559* NAD 83(1994) POSITION- 44 29 11.44537(N) 086 03 41.52633(W)   ADJUSTED
 PM0559* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 PM0559  ______________________________________________________________________
 PM0559  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 PM0559  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 PM0559  HORZ ORDER      -  FIRST
 PM0559
 PM0559.The horizontal coordinates were established by classical geodetic methods
 PM0559.and adjusted by the National Geodetic Survey in February 1997.
 PM0559
 PM0559.The orthometric height was scaled from a topographic map.
 PM0559
 PM0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0559.GEOID18 height accuracy estimate available here.
 PM0559
 PM0559.Click photographs - Photos may exist for this station.
 PM0559
 PM0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0559
 PM0559. The following values were computed from the NAD 83(1994) position.
 PM0559
 PM0559;                    North         East     Units Scale Factor Converg.
 PM0559;SPC MI C     -   131,402.629 5,865,194.107   MT  0.99994430   -1 11 50.2
 PM0559;SPC MI C     -   431,110.99 19,242,762.82   iFT  0.99994430   -1 11 50.2
 PM0559;UTM  16      - 4,926,339.303   574,623.111   MT  0.99966848   +0 39 27.5
 PM0559
 PM0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0559!SPC MI C     -   0.99995298  x   0.99994430  =   0.99989728
 PM0559!UTM  16      -   0.99995298  x   0.99966848  =   0.99962147
 PM0559
 PM0559:                Primary Azimuth Mark                     Grid Az
 PM0559:SPC MI C     -  GLOVER AZ MK                             219 59 42.7
 PM0559:UTM  16      -  GLOVER AZ MK                             218 08 25.0
 PM0559
 PM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7462326339(NAD 83)
 PM0559
 PM0559|---------------------------------------------------------------------|
 PM0559| PID    Reference Object                     Distance      Geod. Az  |
 PM0559|                                                           dddmmss.s |
 PM0559| CH1180 GLOVER RM 1                          44.208 METERS 11941     |
 PM0559| CH1179 GLOVER AZ MK                                       2184752.5 |
 PM0559| CH1181 GLOVER RM 2                          16.048 METERS 27439     |
 PM0559|---------------------------------------------------------------------|
 PM0559
 PM0559                          SUPERSEDED SURVEY CONTROL
 PM0559
 PM0559  NAD 83(1986)-  44 29 11.45295(N)    086 03 41.52385(W) AD(       ) 1
 PM0559  NAD 27      -  44 29 11.44873(N)    086 03 41.21128(W) AD(       ) 1
 PM0559
 PM0559.Superseded values are not recommended for survey control.
 PM0559
 PM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0559.See file dsdata.pdf to determine how the superseded data were derived.
 PM0559
 PM0559_MARKER: DS = TRIANGULATION STATION DISK
 PM0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0559_STAMPING: GLOVER 1932
 PM0559_MARK LOGO: CGS
 PM0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0559+STABILITY: SURFACE MOTION
 PM0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0559+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1994
 PM0559
 PM0559  HISTORY     - Date     Condition        Report By
 PM0559  HISTORY     - 1932     MONUMENTED       CGS
 PM0559  HISTORY     - 1965     GOOD             USLS
 PM0559  HISTORY     - 1980     GOOD             MIDH
 PM0559  HISTORY     - 19940506 GOOD             USDA
 PM0559
 PM0559                          STATION DESCRIPTION
 PM0559
 PM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0559'ABOUT 6 MILES NORTHEAST OF BEAR LAKE POST OFFICE, 0.75 MILE EAST OF
 PM0559'GLOVERS LAKE, AND IN SE 1/4 SEC. 12 OR NE 1/4 SEC. 13, T. 24 N.,
 PM0559'R. 15 W., PLEASANTON TOWNSHIP.  SECTION LINE COULD NOT BE
 PM0559'DEFINITELY DETERMINED, BUT LAND TO NORTH IS OWNED BY STARKE LUMBER
 PM0559'CO. AND TO SOUTH BY C. SWENSON.  TO REACH FROM BEAR LAKE, GO
 PM0559'NORTH 5.1 MILES ON U. S. ROUTE 31 TO WARRENS CORNERS (SMALL STORE
 PM0559'AND FILLING STATION ON LEFT), TURN EAST ONTO COUNTY ROUTE 604,
 PM0559'FOLLOW EAST AND SOUTHEAST 3.9 MILES TO T-ROAD, PROCEED NORTH 1.0
 PM0559'MILE ON COUNTY ROUTE 604 TO POINT WHERE IT TURNS EAST AT
 PM0559'CROSSROADS, TURN WEST AT ROAD 0.75 MILE PAST CHURCH, CONTINUE TO
 PM0559'END OF TRAVELED ROAD NEAR HOUSE, AND CONTINUE 0.15 MILE UP
 PM0559'LITTLE-USED GRADE TO POINT WHERE ROAD TURNS TO NORTH NEAR
 PM0559'TRIANGULAR BLAZE ON TALL SLIM ELM TREE AND END OF TRUCK TRAVEL.
 PM0559'CONTINUE STRAIGHT WEST 200 YARDS FOLLOWING BLAZES TO END OF OLD
 PM0559'GRADE, AND CONTINUE ON BLAZED TRAIL 150 YARDS TO STATION SITE ON
 PM0559'SUMMIT OF KNOLL ON HIGH RIDGE WHICH IS BARE EXCEPT FOR FEW SMALL
 PM0559'ELMS, CHOKE CHERRIES AND SUMAC.  SURFACE AND UNDERGROUND MARKS
 PM0559'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER MARK PROJECTS 4
 PM0559'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 PM0559'IN CONCRETE.  NO. 1 PROJECTS 3 INCHES, AND IS 145.04 FEET FROM
 PM0559'STATION S 60 DEG 19 MIN E.  NO. 2 PROJECTS 3 INCHES, AND IS
 PM0559'52.65 FEET FROM STATION N 85 DEG 20 MIN W.  AZIMUTH MARK
 PM0559'PROJECTS 5 INCHES, IS 95 FEET NORTHEAST OF CENTER LINE OF COUNTY
 PM0559'ROUTE 604, 35 FEET NORTHEAST OF CENTER LINE OF SINGLE-TRACK
 PM0559'RAILROAD, 6 FEET SOUTH OF CORNER POST OF FENCE, 25 FEET SOUTH OF
 PM0559'CENTER LINE OF LITTLE-USED ROAD, ABOUT 75 FEET EAST OF GRADE
 PM0559'CROSSING, 1/2 MILE EAST OF EAST END OF GLOVERS LAKE, AND
 PM0559'APPROXIMATELY 0.7 MILE FROM STATION S 38 DEG 48 MIN W.
 PM0559
 PM0559                          STATION RECOVERY (1965)
 PM0559
 PM0559'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0559'STATION RECOVERED.
 PM0559
 PM0559                          STATION RECOVERY (1980)
 PM0559
 PM0559'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PM0559'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0559'CONDITION.  DISTANCE TO RM 1 AND 2 COMPARE FAVORABLY WITH 1932 DATA.
 PM0559'DIRECTION NOT CHECKED BECAUSE TREES ARE ON LINE.  STATION IN WOODS.
 PM0559'
 PM0559'TO REACH DESCRIPTION OF 1932 IS GOOD.
 PM0559'
 PM0559'AZIMUTH MARK WAS NOT FOUND.
 PM0559
 PM0559                          STATION RECOVERY (1994)
 PM0559
 PM0559'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1994 (PRL)
 PM0559'TO REACH THE STATION FROM THE CLEON TOWNSHIP HALL IN DOWNTOWN COPEMISH
 PM0559'AT THE INTERSECTION OF 2ND STREET AND MAPLE STREET PROCEED NORTH ON
 PM0559'2ND STREET AND THEN WEST ALONG COUNTY ROAD 604 .44 MI (0.71 KM) TO THE
 PM0559'INTERSECTION OF COUNTY ROAD 604 AND M-115.  CONTINUE WESTERLY ALONG
 PM0559'COUNTY ROAD 604 A DISTANCE OF 5.40 MI (8.69 KM) TO THE INTERSECTION OF
 PM0559'COUNTY ROAD 604, BIG FOUR ROAD AND SPRINGDALE ROAD. CONTINUE WEST ON
 PM0559'SPRINGDALE ROAD .650 MI (1.046 KM) TO A Y INTERSECTION.  FROM THIS
 PM0559'POINT A FOUR WHEEL DRIVE VEHICLE IS NECESSARY.  STAY TO THE LEFT AND
 PM0559'PROCEED WESTERLY A DISTANCE OF .230 MI (0.370 KM) TO AN IRON GATE ON
 PM0559'THE SOUTH SIDE OF THE TWO TRACK. FROM THIS POINT YOU MUST PACK IN
 PM0559'WESTERLY APPROXIMATELY 1300 FT (396.2 M) TO THE STATION ATOP A NARROW
 PM0559'RIDGE BEARING W-N-W AND E-S-E.  THERE IS AN IRON FENCE POST BEARING
 PM0559'S45W 4 FT (1.2 M) FROM THE STATION.  REFERENCE MARKS 1 AND 2 AND
 PM0559'STATION GLOVER WERE FOUND IN EXCELLENT CONDITION.  THERE IS A SMALL
 PM0559'SADDLE 75 FT (22.9 M) E-S-E OF THE STATION AND A SECOND LARGER SADDLE
 PM0559'APPROXIMATELY 300 FT (91.4 M) E-S-E OF THE STATION.  MUCH CLEARING
 PM0559'NEEDS TO BE DONE TO MAKE THIS A WORKABLE GPS STATION.  THE SITE IS
 PM0559'HEAVILY OVERGROWN WITH ASH, OAK AND MAPLE TIMBER AND GENERALLY IS NOT
 PM0559'EASY TO GET TO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8103 ***********************************************************************
 AA8103  CBN         -  This is a Cooperative Base Network Control Station.
 AA8103  PACS        -  This is a Primary Airport Control Station.
 AA8103  DESIGNATION -  GLR D
 AA8103  PID         -  AA8103
 AA8103  STATE/COUNTY-  MI/OTSEGO
 AA8103  COUNTRY     -  US
 AA8103  USGS QUAD   -  GAYLORD (2017)
 AA8103
 AA8103                         *CURRENT SURVEY CONTROL
 AA8103  ______________________________________________________________________
 AA8103* NAD 83(2011) POSITION- 45 00 55.40860(N) 084 42 04.14831(W)   ADJUSTED
 AA8103* NAD 83(2011) ELLIP HT-   367.306 (meters)        (06/27/12)   ADJUSTED
 AA8103* NAD 83(2011) EPOCH   -  2010.00
 AA8103* NAVD 88 ORTHO HEIGHT -   402.13  (meters)     1319.3   (feet) GPS OBS
 AA8103  ______________________________________________________________________
 AA8103  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8103  GEOID HEIGHT    -        -34.467 (meters)                     GEOID93
 AA8103  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 AA8103  NAD 83(2011) X  -    417,114.324 (meters)                     COMP
 AA8103  NAD 83(2011) Y  - -4,497,339.278 (meters)                     COMP
 AA8103  NAD 83(2011) Z  -  4,488,817.520 (meters)                     COMP
 AA8103  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 AA8103
 AA8103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8103  Standards:
 AA8103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8103  -------------------------------------------------------------------
 AA8103  NETWORK    1.52   4.31           0.72   0.46   2.20      0.02316767
 AA8103  -------------------------------------------------------------------
 AA8103  Click here for local accuracies and other accuracy information.
 AA8103
 AA8103.This mark is at Otsego County Airport (GLR)
 AA8103
 AA8103.The horizontal coordinates were established by GPS observations
 AA8103.and adjusted by the National Geodetic Survey in June 2012.
 AA8103
 AA8103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8103.been affixed to the stable North American tectonic plate. See 
 AA8103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8103
 AA8103.The horizontal coordinates are valid at the epoch date displayed above
 AA8103.which is a decimal equivalence of Year/Month/Day.
 AA8103
 AA8103.The orthometric height was determined by GPS observations and a
 AA8103.high-resolution geoid model.
 AA8103
 AA8103.GPS derived orthometric heights for airport stations designated as
 AA8103.PACS or SACS are published to 2 decimal places.  This maintains
 AA8103.centimeter relative accuracy between the PACS and SACS.  It does
 AA8103.not indicate centimeter accuracy relative to other marks which are
 AA8103.part of the published vertical control network.
 AA8103
 AA8103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8103.GEOID18 height accuracy estimate available here.
 AA8103
 AA8103.Click photographs - Photos may exist for this station.
 AA8103
 AA8103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8103
 AA8103.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8103
 AA8103.The ellipsoidal height was determined by GPS observations
 AA8103.and is referenced to NAD 83.
 AA8103
 AA8103. The following values were computed from the NAD 83(2011) position.
 AA8103
 AA8103;                    North         East     Units Scale Factor Converg.
 AA8103;SPC MI C     -   188,816.529 5,973,636.283   MT  0.99991349   -0 14 10.6
 AA8103;SPC MI C     -   619,476.80 19,598,544.24   iFT  0.99991349   -0 14 10.6
 AA8103;UTM  16      - 4,987,231.053   681,135.892   MT  1.00000346   +1 37 35.1
 AA8103
 AA8103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8103!SPC MI C     -   0.99994241  x   0.99991349  =   0.99985591
 AA8103!UTM  16      -   0.99994241  x   1.00000346  =   0.99994587
 AA8103
 AA8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8113587231(NAD 83)
 AA8103
 AA8103                          SUPERSEDED SURVEY CONTROL
 AA8103
 AA8103  NAD 83(2007)-  45 00 55.40886(N)    084 42 04.14926(W) AD(2002.00) 0
 AA8103  ELLIP H (02/10/07)  367.324  (m)                       GP(2002.00)    
 AA8103  ELLIP H (07/12/02)  367.322  (m)                       GP(       ) 4 2
 AA8103  NAD 83(1994)-  45 00 55.40898(N)    084 42 04.14947(W) AD(       ) B
 AA8103  ELLIP H (09/20/95)  367.340  (m)                       GP(       ) 1 2
 AA8103
 AA8103.Superseded values are not recommended for survey control.
 AA8103
 AA8103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8103.See file dsdata.pdf to determine how the superseded data were derived.
 AA8103
 AA8103_MARKER: I = METAL ROD
 AA8103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8103_STAMPING: GLR D 1994
 AA8103_MARK LOGO: NGS
 AA8103_PROJECTION: FLUSH
 AA8103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8103+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 AA8103_ROD/PIPE-DEPTH: 42.4 meters
 AA8103_SLEEVE-DEPTH  : 1.2 meters
 AA8103
 AA8103  HISTORY     - Date     Condition        Report By
 AA8103  HISTORY     - 1994     MONUMENTED       NGS
 AA8103  HISTORY     - 20030215 GOOD             USPSQD
 AA8103  HISTORY     - 20120715 POOR             WOOLPT
 AA8103
 AA8103                          STATION DESCRIPTION
 AA8103
 AA8103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8103'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 3
 AA8103'KM (1.85 MI) SOUTHWEST OF GAYLORD, AT THE NORTH END OF THE OTSEGO
 AA8103'COUNTY AIRPORT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF RUNWAYS
 AA8103'18-36 AND 9-27, IN THE NORTHWEST 1/4 OF SECTION 8, T 31 N, R 3 W.
 AA8103'OWNERSHIP--COUNTY OF OTSEGO, PO BOX 1396, GAYLORD MI 49735.  THE
 AA8103'AIRPORT MANAGER IS DAVIS SCHUSTER, PHONE 517-732-4218.  TO REACH FROM
 AA8103'THE UNDERPASS AT THE JUNCTION OF INTERSTATE 75 AND STATE HIGHWAY 32 AT
 AA8103'GAYLORD, GO WEST ON HIGHWAY 32 FOR 0.20 KM (0.10 MI) TO A PAVED ROAD
 AA8103'LEFT.  TURN LEFT, SOUTH, ON DICKERSON ROAD FOR 1.15 KM (0.70 MI) TO A
 AA8103'CROSSROAD.  TURN RIGHT, WEST, ON VAN TYLE ROAD FOR 0.26 KM (0.15 MI)
 AA8103'TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.14 KM (0.10 MI) TO A
 AA8103'GATE ON THE LEFT AT THE ROAD END AND OFFICE ON THE RIGHT.  TURN LEFT,
 AA8103'PASSING THROUGH UNLOCKED GATE ON PAVEMENT FOR 40 M (131.2 FT) TO A
 AA8103'TAXI BETWEEN HANGARS.  TURN RIGHT, SOUTH, ON TAXI, THEN WEST ON APRON
 AA8103'FOR 0.09 KM (0.05 MI) TO THE AIRPORT OFFICE.  BEAR LEFT, SOUTHWEST,
 AA8103'ACROSS APRON FOR 0.17 KM (0.10 MI) TO THE PARALLEL TAXI.  BEAR RIGHT,
 AA8103'WEST, ON ALPHA TAXI FOR 0.69 KM (0.40 MI) TO RUNWAY 18-36 AND THE
 AA8103'STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION
 AA8103'IS 21.1 M (69.2 FT) SOUTH OF THE CENTER OF ALPHA TAXI, 65.1 M (213.6
 AA8103'FT) EAST OF THE EAST EDGE OF RUNWAY 18, 7.0 M (23.0 FT) SOUTH OF THE
 AA8103'SOUTH END OF THE ILLUMINATED 18 A SIGNS, 22.2 M (72.8 FT) SOUTHEAST OF
 AA8103'THE SECOND TAXI LIGHT EAST OF THE RUNWAY JUNCTION, AND 38.6 M (126.6
 AA8103'FT) WEST-SOUTHWEST OF THE THIRD TAXI LIGHT.  DESCRIBED BY G.R.  HEID.
 AA8103
 AA8103                          STATION RECOVERY (2003)
 AA8103
 AA8103'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 AA8103'RECOVERED IN GOOD CONDITION.
 AA8103
 AA8103                          STATION RECOVERY (2012)
 AA8103
 AA8103'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 AA8103'IT APPEARS THAT A CABLE LAYING MACHINE WAS RAN THROUGH THE MONUMENT,
 AA8103'BREAKING THE CASING AND BENDING THE STAINLESS STEEL ROD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0297 ***********************************************************************
 QJ0297  DESIGNATION -  GODFREY
 QJ0297  PID         -  QJ0297
 QJ0297  STATE/COUNTY-  MI/MONTMORENCY
 QJ0297  COUNTRY     -  US
 QJ0297  USGS QUAD   -  ROYSTON (2017)
 QJ0297
 QJ0297                         *CURRENT SURVEY CONTROL
 QJ0297  ______________________________________________________________________
 QJ0297* NAD 83(1994) POSITION- 45 07 47.07100(N) 083 53 01.63511(W)   ADJUSTED
 QJ0297* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 QJ0297  ______________________________________________________________________
 QJ0297  GEOID HEIGHT    -        -36.319 (meters)                     GEOID18
 QJ0297  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 QJ0297  HORZ ORDER      -  THIRD
 QJ0297
 QJ0297.The horizontal coordinates were established by classical geodetic methods
 QJ0297.and adjusted by the National Geodetic Survey in February 1997.
 QJ0297
 QJ0297.The orthometric height was scaled from a topographic map.
 QJ0297
 QJ0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0297.GEOID18 height accuracy estimate available here.
 QJ0297
 QJ0297.Click photographs - Photos may exist for this station.
 QJ0297
 QJ0297.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0297
 QJ0297. The following values were computed from the NAD 83(1994) position.
 QJ0297
 QJ0297;                    North         East     Units Scale Factor Converg.
 QJ0297;SPC MI C     -   201,582.318 6,037,984.129   MT  0.99991798   +0 20 28.0
 QJ0297;SPC MI C     -   661,359.31 19,809,659.22   iFT  0.99991798   +0 20 28.0
 QJ0297;UTM  17      - 5,001,409.491   273,227.273   MT  1.00023237   -2 02 40.7
 QJ0297
 QJ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0297!SPC MI C     -   0.99996464  x   0.99991798  =   0.99988262
 QJ0297!UTM  17      -   0.99996464  x   1.00023237  =   1.00019700
 QJ0297
 QJ0297:                Primary Azimuth Mark                     Grid Az
 QJ0297:SPC MI C     -  GODFREY AZ MK                            282 02 21.1
 QJ0297:UTM  17      -  GODFREY AZ MK                            284 25 29.8
 QJ0297
 QJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7322701409(NAD 83)
 QJ0297
 QJ0297|---------------------------------------------------------------------|
 QJ0297| PID    Reference Object                     Distance      Geod. Az  |
 QJ0297|                                                           dddmmss.s |
 QJ0297| CH1183 GODFREY RM 1                          8.545 METERS 04357     |
 QJ0297| CH1182 GODFREY AZ MK                                      2822249.1 |
 QJ0297| CH1184 GODFREY RM 2                         11.228 METERS 29815     |
 QJ0297|---------------------------------------------------------------------|
 QJ0297
 QJ0297                          SUPERSEDED SURVEY CONTROL
 QJ0297
 QJ0297  NAD 83(1986)-  45 07 47.06381(N)    083 53 01.63550(W) AD(       ) 3
 QJ0297  NAD 27      -  45 07 47.02800(N)    083 53 01.65100(W) AD(       ) 3
 QJ0297
 QJ0297.Superseded values are not recommended for survey control.
 QJ0297
 QJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0297.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0297
 QJ0297_MARKER: DS = TRIANGULATION STATION DISK
 QJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0297_STAMPING: GODFREY 1956
 QJ0297_MARK LOGO: CGS
 QJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0297+STABILITY: SURFACE MOTION
 QJ0297
 QJ0297  HISTORY     - Date     Condition        Report By
 QJ0297  HISTORY     - 1956     MONUMENTED       CGS
 QJ0297  HISTORY     - 20011205 GOOD             NGS
 QJ0297
 QJ0297                          STATION DESCRIPTION
 QJ0297
 QJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0297'THE STATION IS LOCATED ON A HEAVILY WOODED HILL ABOUT 8 MILES WEST OF
 QJ0297'LONG RAPIDS AND ABOUT 5 MILES NORTH OF HILLMAN ON THE PROPERTY OF MR.
 QJ0297'DON GODFREY.  IT IS 5 FEET WEST OF A WHITE WITNESS POST, 53 FEET SOUTH
 QJ0297'OF A 10 INCH ASPEN TREE WITH A TRIANGLE ON THE SOUTH SIDE AND ON A
 QJ0297'SMALL HUMP ON THE TOP OF THE HILL.  THE MARK PROJECTS 4 INCHES AND THE
 QJ0297'DISK IS STAMPED GODFREY 1956.
 QJ0297'
 QJ0297'TO REACH THE STATION FROM THE BRIDGE OVER THUNDER BAY RIVER IN
 QJ0297'HILLMAN, GO NORTH ON PAVED ROAD FOR 2.7 MILES TO CROSSROAD (LAKE
 QJ0297'AVALON ROAD).  CONTINUE NORTH ON PAVED ROAD FOR 0.15 MILE TO THE END
 QJ0297'OF PAVEMENT.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.25 MILE TO A FORK.
 QJ0297'TAKE RIGHT FORK AND GO NORHTEASTERLY AND NORTH ON A PARTLY PAVED AND
 QJ0297'PARTLY GRAVEL ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 QJ0297'CONTINUE NORTH ON ROAD FOR ABOUT 200 FEET TO A DRIVEWAY RIGHT AND MR.
 QJ0297'GODFREYS HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST ON DRIVEWAY FOR
 QJ0297'0.05 MILE TO BARN ON THE LEFT AND A MACHINE SHED ON THE RIGHT.  PASS
 QJ0297'BETWEEN BARN AND MACHINE SHED AND CONTINUE EAST ON FARM LANE FOR 0.2
 QJ0297'MILE TO A FARM LANE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM LANE FOR
 QJ0297'0.15 MILE TO AN 18 INCH TWIN ASH TREE ON THE LEFT. TURN LEFT AND GO
 QJ0297'SOUTHEAST ACROSS PASTURE FIELD FOR 0.05 MILE TO THE WOODS.  CONTINUE
 QJ0297'SOUTHEAST UP HILL FOR 0.1 MILE TO THE TOP AND THE STATION.  A
 QJ0297'FOUR-WHEEL DRIVE TRUCK WILL BE NEEDED FOR THE LAST 0.1 MILE.
 QJ0297'
 QJ0297'REFERENCE MARK 1 IS 24 FEET NORTHEAST OF THE WHITE WITNESS POST, 33
 QJ0297'FEET SOUTH OF THE 10 INCH ASPEN TREE WITH THE TRIANGLE BLAZE ON THE
 QJ0297'SOUTH SIDE AND NEAR THE NORTH SLOPE OF THE HILL.  THE MARK PRJECTS 4
 QJ0297'INCHES AND THE DISK IS STAMPED GODFREY NO 1 1956.
 QJ0297'
 QJ0297'REFERENCE MARK 2 IS 40 FEET WEST OF THE WHITE WITNESS POST, 55 FEET
 QJ0297'SOUTHWEST OF THE 10 INCH ASPEN TREE WITH THE TRIANGLE BLAZE ON THE
 QJ0297'SOUTH SIDE AND NEAR THE NORTH-WEST SLOPE OF THE HILL.  THE MARK
 QJ0297'PROJECTS 3 INCHES AND THE DISK IS STAMPED GODFREY NO 2 1956.
 QJ0297'
 QJ0297'AZIMUTH MARK IS 48 FEET EAST OF THE CENTER LINE OF THE PARTLY PAVED
 QJ0297'AND PARTLY GRAVEL ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1
 QJ0297'FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QJ0297'STAMPED GODFREY 1956.
 QJ0297'
 QJ0297'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QJ0297
 QJ0297                          STATION RECOVERY (2001)
 QJ0297
 QJ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0050 ***********************************************************************
 RJ0050  DESIGNATION -  GOETZVILLE
 RJ0050  PID         -  RJ0050
 RJ0050  STATE/COUNTY-  MI/CHIPPEWA
 RJ0050  COUNTRY     -  US
 RJ0050  USGS QUAD   -  GOETZVILLE (2017)
 RJ0050
 RJ0050                         *CURRENT SURVEY CONTROL
 RJ0050  ______________________________________________________________________
 RJ0050* NAD 83(1986) POSITION- 46 03 29.     (N) 084 05 42.     (W)   SCALED
 RJ0050* NAVD 88 ORTHO HEIGHT -   229.431 (meters)      752.72  (feet) ADJUSTED
 RJ0050  ______________________________________________________________________
 RJ0050  GEOID HEIGHT    -        -36.496 (meters)                     GEOID18
 RJ0050  DYNAMIC HEIGHT  -        229.436 (meters)      752.74  (feet) COMP
 RJ0050  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 RJ0050
 RJ0050  VERT ORDER      -  FIRST     CLASS 0
 RJ0050
 RJ0050.The horizontal coordinates were scaled from a map and have
 RJ0050.an estimated accuracy of +/- 6 seconds.
 RJ0050
 RJ0050.The orthometric height was determined by differential leveling and
 RJ0050.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0050.in June 1991.
 RJ0050
 RJ0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0050.GEOID18 height accuracy estimate available here.
 RJ0050
 RJ0050.Click photographs - Photos may exist for this station.
 RJ0050
 RJ0050.The dynamic height is computed by dividing the NAVD 88
 RJ0050.geopotential number by the normal gravity value computed on the
 RJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0050.degrees latitude (g = 980.6199 gals.).
 RJ0050
 RJ0050.The modeled gravity was interpolated from observed gravity values.
 RJ0050
 RJ0050;                    North         East    Units  Estimated Accuracy
 RJ0050;SPC MI N     -   145,800.    8,224,730.      MT  (+/- 180 meters Scaled)
 RJ0050
 RJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS247046(NAD 83)
 RJ0050
 RJ0050                          SUPERSEDED SURVEY CONTROL
 RJ0050
 RJ0050  NGVD 29 (??/??/92)  229.42   (m)          752.7    (f) COMPUTED    1 0
 RJ0050
 RJ0050.Superseded values are not recommended for survey control.
 RJ0050
 RJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0050.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0050
 RJ0050_MARKER: Z = SEE DESCRIPTION
 RJ0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0050+WITH SETTING: INTO GROUND
 RJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0050+STABILITY: SURFACE MOTION
 RJ0050
 RJ0050  HISTORY     - Date     Condition        Report By
 RJ0050  HISTORY     - 1960     MONUMENTED       NONE
 RJ0050  HISTORY     - 1972     GOOD             USLS
 RJ0050  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0050  HISTORY     - 19940729 MARK NOT FOUND   USPSQD
 RJ0050
 RJ0050                          STATION DESCRIPTION
 RJ0050
 RJ0050'DESCRIBED BY US LAKE SURVEY 1972
 RJ0050'AT GOETZVILLE.
 RJ0050'GOETZVILLE IS AT GOETZVILLE, CHIPPEWA COUNTY, MICHIGAN, APPROXIMATELY
 RJ0050'0.25 MILE WEST OF M-48, ON NORTH SIDE OF THE COUNTY ROAD, ON LINE
 RJ0050'OF THE SOUTH FACE AND 1.0 FOOT EAST OF ST. STANISLAUS KOSTKA
 RJ0050'CATHOLIC CHURCH, 1/3 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 RJ0050'POINT ON TOP OF A 1-INCH STEEL ROD, 10 FEET LONG.
 RJ0050
 RJ0050                          STATION RECOVERY (1983)
 RJ0050
 RJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0050'SEARCHED FOR, BUT NOT RECOVERED.
 RJ0050
 RJ0050                          STATION RECOVERY (1994)
 RJ0050
 RJ0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0623 ***********************************************************************
 RM0623  DESIGNATION -  GOGEBIC CO APT ARP
 RM0623  PID         -  RM0623
 RM0623  STATE/COUNTY-  MI/GOGEBIC
 RM0623  COUNTRY     -  US
 RM0623  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0623
 RM0623                         *CURRENT SURVEY CONTROL
 RM0623  ______________________________________________________________________
 RM0623* NAD 83(1994) POSITION- 46 31 32.25499(N) 090 07 54.83214(W)   ADJUSTED
 RM0623* NAVD 88 ORTHO HEIGHT -   374.4   (meters)     1228.    (feet) VERTCON3
 RM0623  ______________________________________________________________________
 RM0623  GEOID HEIGHT    -        -30.594 (meters)                     GEOID18
 RM0623  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 RM0623  HORZ ORDER      -  THIRD
 RM0623
 RM0623.This mark is at Gogebic County Airport (IWD)
 RM0623
 RM0623.The horizontal coordinates were established by classical geodetic methods
 RM0623.and adjusted by the National Geodetic Survey in February 1997.
 RM0623
 RM0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0623
 RM0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0623.GEOID18 height accuracy estimate available here.
 RM0623
 RM0623.Click photographs - Photos may exist for this station.
 RM0623
 RM0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0623
 RM0623. The following values were computed from the NAD 83(1994) position.
 RM0623
 RM0623;                    North         East     Units Scale Factor Converg.
 RM0623;SPC MI N     -   198,392.569 7,759,784.122   MT  0.99991161   -2 15 49.3
 RM0623;SPC MI N     -   650,894.26 25,458,609.32   iFT  0.99991161   -2 15 49.3
 RM0623;UTM  15      - 5,156,447.782   719,966.691   MT  1.00019478   +2 04 55.8
 RM0623
 RM0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0623!SPC MI N     -   0.99994611  x   0.99991161  =   0.99985773
 RM0623!UTM  15      -   0.99994611  x   1.00019478  =   1.00014088
 RM0623
 RM0623:                Primary Azimuth Mark                     Grid Az
 RM0623:SPC MI N     -  ZION                                     209 19 32.0
 RM0623:UTM  15      -  ZION                                     204 58 46.9
 RM0623
 RM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1996656447(NAD 83)
 RM0623
 RM0623|---------------------------------------------------------------------|
 RM0623| PID    Reference Object                     Distance      Geod. Az  |
 RM0623|                                                           dddmmss.s |
 RM0623| RM0625 GOGEBIC CO APT ARP STA C            179.161 METERS 04313     |
 RM0623| RM0624 GOGEBIC CO APT ARP STA A            424.577 METERS 0721447.6 |
 RM0623| RM0626 GOGEBIC CO APT ARP STA D            APPROX. 0.5 KM 1662327.9 |
 RM0623| RM0622 AIRPORT BEACON GOGEBIC CO APT       418.566 METERS 1825431.2 |
 RM0623| RM0072 ZION                                APPROX. 6.1 KM 2070342.7 |
 RM0623|---------------------------------------------------------------------|
 RM0623
 RM0623                          SUPERSEDED SURVEY CONTROL
 RM0623
 RM0623  NAD 83(1991)-  46 31 32.25446(N)    090 07 54.83198(W) AD(       ) 3
 RM0623  NAD 83(1986)-  46 31 32.21922(N)    090 07 54.84564(W) AD(       ) 3
 RM0623  NAD 27      -  46 31 32.39702(N)    090 07 54.22441(W) AD(       ) 3
 RM0623  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 RM0623
 RM0623.Superseded values are not recommended for survey control.
 RM0623
 RM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0623.See file dsdata.pdf to determine how the superseded data were derived.
 RM0623
 RM0623_MARKER: DT = TOPOGRAPHIC STATION DISK
 RM0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0623_MARK LOGO: CGS
 RM0623_PROJECTION: FLUSH
 RM0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0623+STABILITY: SURFACE MOTION
 RM0623
 RM0623  HISTORY     - Date     Condition        Report By
 RM0623  HISTORY     - 1964     MONUMENTED       CGS
 RM0623  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0623
 RM0623                          STATION DESCRIPTION
 RM0623
 RM0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0623'STATION IS NEAR INTERSECTION OF N-S AND E-W RUNWAYS, 229 FT. S
 RM0623'OF E-W RUNWAY, 251.5 FT. W OF N-S RUNWAY, 480.4 FT. NNE OF A
 RM0623'FENCE CORNER, 353.3 FT. NE OF ANEMOMETER, A STANDARD DISK SET IN
 RM0623'CONCRETE FLUSH WITH THE GROUND.
 RM0623
 RM0623                          STATION RECOVERY (1992)
 RM0623
 RM0623'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0623'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0621 ***********************************************************************
 RM0621  DESIGNATION -  GOGEBIC CO APT ARP STA B
 RM0621  PID         -  RM0621
 RM0621  STATE/COUNTY-  MI/GOGEBIC
 RM0621  COUNTRY     -  US
 RM0621  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0621
 RM0621                         *CURRENT SURVEY CONTROL
 RM0621  ______________________________________________________________________
 RM0621* NAD 83(1994) POSITION- 46 31 36.56675(N) 090 08 24.45582(W)   ADJUSTED
 RM0621* NAVD 88 ORTHO HEIGHT -   374.1   (meters)     1227.    (feet) VERTCON3
 RM0621  ______________________________________________________________________
 RM0621  GEOID HEIGHT    -        -30.591 (meters)                     GEOID18
 RM0621  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 RM0621  HORZ ORDER      -  THIRD
 RM0621
 RM0621.This mark is at Gogebic County Airport (IWD)
 RM0621
 RM0621.The horizontal coordinates were established by classical geodetic methods
 RM0621.and adjusted by the National Geodetic Survey in February 1997.
 RM0621
 RM0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0621
 RM0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0621.GEOID18 height accuracy estimate available here.
 RM0621
 RM0621.Click photographs - Photos may exist for this station.
 RM0621
 RM0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0621
 RM0621. The following values were computed from the NAD 83(1994) position.
 RM0621
 RM0621;                    North         East     Units Scale Factor Converg.
 RM0621;SPC MI N     -   198,550.561 7,759,158.576   MT  0.99991170   -2 16 10.7
 RM0621;SPC MI N     -   651,412.60 25,456,557.01   iFT  0.99991170   -2 16 10.7
 RM0621;UTM  15      - 5,156,557.949   719,330.793   MT  1.00019135   +2 04 34.4
 RM0621
 RM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0621!SPC MI N     -   0.99994616  x   0.99991170  =   0.99985786
 RM0621!UTM  15      -   0.99994616  x   1.00019135  =   1.00013750
 RM0621
 RM0621:                Primary Azimuth Mark                     Grid Az
 RM0621:SPC MI N     -  GOGEBIC CO APT ARP STA C                 092 27 45.9
 RM0621:UTM  15      -  GOGEBIC CO APT ARP STA C                 088 07 00.8
 RM0621
 RM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1933056557(NAD 83)
 RM0621
 RM0621|---------------------------------------------------------------------|
 RM0621| PID    Reference Object                     Distance      Geod. Az  |
 RM0621|                                                           dddmmss.s |
 RM0621| RM0625 GOGEBIC CO APT ARP STA C            APPROX. 0.8 KM 0901135.2 |
 RM0621|---------------------------------------------------------------------|
 RM0621
 RM0621                          SUPERSEDED SURVEY CONTROL
 RM0621
 RM0621  NAD 83(1991)-  46 31 36.56626(N)    090 08 24.45565(W) AD(       ) 3
 RM0621  NAD 83(1986)-  46 31 36.53094(N)    090 08 24.47190(W) AD(       ) 3
 RM0621  NAD 27      -  46 31 36.70923(N)    090 08 23.84858(W) AD(       ) 3
 RM0621  NGVD 29 (07/19/86)  374.1    (m)         1227.     (f) VERT ANG       
 RM0621
 RM0621.Superseded values are not recommended for survey control.
 RM0621
 RM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0621.See file dsdata.pdf to determine how the superseded data were derived.
 RM0621
 RM0621_MARKER: DT = TOPOGRAPHIC STATION DISK
 RM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0621_MARK LOGO: CGS
 RM0621_PROJECTION: RECESSED 5 CENTIMETERS
 RM0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0621+STABILITY: SURFACE MOTION
 RM0621
 RM0621  HISTORY     - Date     Condition        Report By
 RM0621  HISTORY     - 1964     MONUMENTED       CGS
 RM0621  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0621
 RM0621                          STATION DESCRIPTION
 RM0621
 RM0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0621'STATION IS NEAR WEST END OF E-W RUNWAY, 353.6 FT. EAST OF RUNWAY
 RM0621'END, 150.04 FT. NORTH OF RUNWAY CENTERLINE, 365.7 FT. ENE OF
 RM0621'NORTH CORNER OF RUNWAY END, A STANDARD DISK SET IN CONCRETE
 RM0621'APPROX. 2 INCHES BELOW SURFACE OF GROUND.
 RM0621
 RM0621                          STATION RECOVERY (1992)
 RM0621
 RM0621'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0624 ***********************************************************************
 RM0624  DESIGNATION -  GOGEBIC CO APT ARP STA A
 RM0624  PID         -  RM0624
 RM0624  STATE/COUNTY-  MI/GOGEBIC
 RM0624  COUNTRY     -  US
 RM0624  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0624
 RM0624                         *CURRENT SURVEY CONTROL
 RM0624  ______________________________________________________________________
 RM0624* NAD 83(1994) POSITION- 46 31 36.44793(N) 090 07 35.85673(W)   ADJUSTED
 RM0624* NAVD 88 ORTHO HEIGHT -   373.6   (meters)     1226.    (feet) VERTCON3
 RM0624  ______________________________________________________________________
 RM0624  GEOID HEIGHT    -        -30.594 (meters)                     GEOID18
 RM0624  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 RM0624  HORZ ORDER      -  THIRD
 RM0624
 RM0624.This mark is at Gogebic County Airport (IWD)
 RM0624
 RM0624.The horizontal coordinates were established by classical geodetic methods
 RM0624.and adjusted by the National Geodetic Survey in February 1997.
 RM0624
 RM0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0624
 RM0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0624.GEOID18 height accuracy estimate available here.
 RM0624
 RM0624.Click photographs - Photos may exist for this station.
 RM0624
 RM0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0624
 RM0624. The following values were computed from the NAD 83(1994) position.
 RM0624
 RM0624;                    North         East     Units Scale Factor Converg.
 RM0624;SPC MI N     -   198,505.968 7,760,193.297   MT  0.99991170   -2 15 35.6
 RM0624;SPC MI N     -   651,266.30 25,459,951.76   iFT  0.99991170   -2 15 35.6
 RM0624;UTM  15      - 5,156,591.902   720,366.211   MT  1.00019695   +2 05 09.7
 RM0624
 RM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0624!SPC MI N     -   0.99994624  x   0.99991170  =   0.99985794
 RM0624!UTM  15      -   0.99994624  x   1.00019695  =   1.00014318
 RM0624
 RM0624:                Primary Azimuth Mark                     Grid Az
 RM0624:SPC MI N     -  ZION                                     212 02 18.8
 RM0624:UTM  15      -  ZION                                     207 41 33.5
 RM0624
 RM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2036656591(NAD 83)
 RM0624
 RM0624|---------------------------------------------------------------------|
 RM0624| PID    Reference Object                     Distance      Geod. Az  |
 RM0624|                                                           dddmmss.s |
 RM0624| RM0072 ZION                                APPROX. 6.4 KM 2094643.2 |
 RM0624| RM0622 AIRPORT BEACON GOGEBIC CO APT       APPROX. 0.7 KM 2175201.4 |
 RM0624| RM0623 GOGEBIC CO APT ARP                  424.577 METERS 2521501.4 |
 RM0624| RM0625 GOGEBIC CO APT ARP STA C            281.679 METERS 27013     |
 RM0624|---------------------------------------------------------------------|
 RM0624
 RM0624                          SUPERSEDED SURVEY CONTROL
 RM0624
 RM0624  NAD 83(1991)-  46 31 36.44739(N)    090 07 35.85657(W) AD(       ) 3
 RM0624  NAD 83(1986)-  46 31 36.41147(N)    090 07 35.87282(W) AD(       ) 3
 RM0624  NAD 27      -  46 31 36.58956(N)    090 07 35.25038(W) AD(       ) 3
 RM0624  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 RM0624
 RM0624.Superseded values are not recommended for survey control.
 RM0624
 RM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0624.See file dsdata.pdf to determine how the superseded data were derived.
 RM0624
 RM0624_MARKER: DT = TOPOGRAPHIC STATION DISK
 RM0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0624_MARK LOGO: CGS
 RM0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0624+STABILITY: SURFACE MOTION
 RM0624
 RM0624  HISTORY     - Date     Condition        Report By
 RM0624  HISTORY     - 1964     MONUMENTED       CGS
 RM0624  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0624
 RM0624                          STATION DESCRIPTION
 RM0624
 RM0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0624'STATION IS NEAR EAST END OF E-W RUNWAY, 850.1 FT. WEST OF EAST END
 RM0624'OF RUNWAY, 150.05 FT. NORTH OF RUNWAY CENTERLINE, 856.7 FT. WNW
 RM0624'OF NORTH CORNER OF RUNWAY END, 521.8 FT. SW OF SW CORNER OF A
 RM0624'GARAGE, A STANDARD DISK SET IN CONCRETE, APROX. 2 INCHES BELOW
 RM0624'GROUND SURFACE
 RM0624
 RM0624                          STATION RECOVERY (1992)
 RM0624
 RM0624'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1794 ***********************************************************************
 NF1794  DESIGNATION -  GOGUAC
 NF1794  PID         -  NF1794
 NF1794  STATE/COUNTY-  MI/CALHOUN
 NF1794  COUNTRY     -  US
 NF1794  USGS QUAD   -  BATTLE CREEK (2017)
 NF1794
 NF1794                         *CURRENT SURVEY CONTROL
 NF1794  ______________________________________________________________________
 NF1794* NAD 83(2011) POSITION- 42 17 48.50183(N) 085 12 07.17503(W)   ADJUSTED
 NF1794* NAD 83(2011) ELLIP HT-   244.515 (meters)        (06/27/12)   ADJUSTED
 NF1794* NAD 83(2011) EPOCH   -  2010.00
 NF1794* NAVD 88 ORTHO HEIGHT -   277.9   (meters)      912.    (feet) VERTCON3
 NF1794  ______________________________________________________________________
 NF1794  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 NF1794  NAD 83(2011) X  -    395,218.752 (meters)                     COMP
 NF1794  NAD 83(2011) Y  - -4,708,498.830 (meters)                     COMP
 NF1794  NAD 83(2011) Z  -  4,270,211.198 (meters)                     COMP
 NF1794  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 NF1794
 NF1794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1794  Standards:
 NF1794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1794  -------------------------------------------------------------------
 NF1794  NETWORK    0.81   1.82           0.36   0.30   0.93      0.11550930
 NF1794  -------------------------------------------------------------------
 NF1794  Click here for local accuracies and other accuracy information.
 NF1794
 NF1794.The horizontal coordinates were established by GPS observations
 NF1794.and adjusted by the National Geodetic Survey in June 2012.
 NF1794
 NF1794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1794.been affixed to the stable North American tectonic plate. See 
 NF1794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1794
 NF1794.The horizontal coordinates are valid at the epoch date displayed above
 NF1794.which is a decimal equivalence of Year/Month/Day.
 NF1794
 NF1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1794
 NF1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1794.GEOID18 height accuracy estimate available here.
 NF1794
 NF1794.Click photographs - Photos may exist for this station.
 NF1794
 NF1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1794
 NF1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1794
 NF1794.The ellipsoidal height was determined by GPS observations
 NF1794.and is referenced to NAD 83.
 NF1794
 NF1794. The following values were computed from the NAD 83(2011) position.
 NF1794
 NF1794;                    North         East     Units Scale Factor Converg.
 NF1794;SPC MI S     -    88,849.465 3,931,119.051   MT  0.99995922   -0 34 06.5
 NF1794;SPC MI S     -   291,500.87 12,897,372.21   iFT  0.99995922   -0 34 06.5
 NF1794;UTM  16      - 4,684,296.435   648,215.018   MT  0.99987030   +1 12 36.8
 NF1794
 NF1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1794!SPC MI S     -   0.99996165  x   0.99995922  =   0.99992087
 NF1794!UTM  16      -   0.99996165  x   0.99987030  =   0.99983196
 NF1794
 NF1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4821584296(NAD 83)
 NF1794
 NF1794                          SUPERSEDED SURVEY CONTROL
 NF1794
 NF1794  NAD 83(2007)-  42 17 48.50198(N)    085 12 07.17591(W) AD(2002.00) 0
 NF1794  ELLIP H (02/10/07)  244.529  (m)                       GP(2002.00)    
 NF1794  ELLIP H (07/17/02)  244.542  (m)                       GP(       ) 4 1
 NF1794  NAD 83(1994)-  42 17 48.50206(N)    085 12 07.17645(W) AD(       ) 1
 NF1794  ELLIP H (02/03/97)  244.551  (m)                       GP(       ) 4 1
 NF1794  NAD 83(1986)-  42 17 48.50216(N)    085 12 07.19057(W) AD(       ) 1
 NF1794  NGVD 29 (09/14/93)  278.1    (m)  GEOID93  model used  GPS OBS        
 NF1794
 NF1794.Superseded values are not recommended for survey control.
 NF1794
 NF1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1794.See file dsdata.pdf to determine how the superseded data were derived.
 NF1794
 NF1794_MARKER: I = METAL ROD
 NF1794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1794_STAMPING: GOGUAC 1992
 NF1794_MARK LOGO: HOLDEN
 NF1794_PROJECTION: FLUSH
 NF1794_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1794+STABILITY: POSITION/ELEVATION WELL
 NF1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1794+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 NF1794_ROD/PIPE-DEPTH: 7.4 meters
 NF1794
 NF1794  HISTORY     - Date     Condition        Report By
 NF1794  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1794  HISTORY     - 20011128 GOOD             NGS
 NF1794  HISTORY     - 20050909 GOOD             USPSQD
 NF1794
 NF1794                          STATION DESCRIPTION
 NF1794
 NF1794'DESCRIBED BY HOLDEN GPS 1992
 NF1794'STATION IS LOCATED IN THE CITY OF BATTLE CREEK IN A DNR WATER ACCESS
 NF1794'SITE ON THE NORTH SIDE OF GOGUAC LAKE. IT IS ABOUT 2 2/5 MILES NORTH
 NF1794'NORTHWEST OF THE INTERCHANGE WITH CAPITOL AVENUE, 2 1/3 MILES
 NF1794'NORTHWEST OF THE I-94 INTERCHANGE WITH M-66, 2 4/5 MILES NORTHEAST OF
 NF1794'THE I-94 INTERCHANGE WITH HELMER ROAD, IN QUAD 420852. IT CAN BE
 NF1794'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN THE SE 1/4 OF
 NF1794'SECTION 14 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1794'TO REACH FROM THE I-94 INTERCHANGE WITH CAPITOL AVENUE, GO NORTH ON
 NF1794'CAPITOL AVENUE 2.4 MI (3.9 KM) TO HIAWATHA COVE TRAIL, TURN LEFT AND
 NF1794'GO WEST AND NORTH TO LUCILLIE STREET, TURN LEFT AND GO WEST TO THE
 NF1794'GOGUAC LAKE ACCESS SITE, TURN LEFT INTO THE FIRST DRIVE AND GO SOUTH
 NF1794'TO THE LAST PARKING SPACE TO THE STATION BETWEEN THE PARKING AREA AND
 NF1794'THE LAKE.
 NF1794'STATION IS 9 FT (2.7 M) NORTHWEST FROM A FENCE SEPERATING THE LAUNCH
 NF1794'AREA FROM THE CONDOMINIUMS, 18 FT (5.5 M) NORTH OF THE LAKE, 10 FT
 NF1794'(3.0 M) SOUTH OF A HANDICAP PARKING SIGN, 12 FT (3.7 M) FROM THE
 NF1794'SOUTHERN MOST TIP OF THE ASPHALT PARKING LOT, AND 75 FT (22.9 M) EAST
 NF1794'OF THE DOCK.
 NF1794'STATION IS GROUND VISIBLE WITH STATION WILLARD PARK 695 M (2280.2 FT)
 NF1794'ACROSS THE LAKE TO THE SOUTH.
 NF1794
 NF1794                          STATION RECOVERY (2001)
 NF1794
 NF1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1794'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1794
 NF1794                          STATION RECOVERY (2005)
 NF1794
 NF1794'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 TY7769 ***********************************************************************
 TY7769  DESIGNATION -  GOLF
 TY7769  PID         -  TY7769
 TY7769  STATE/COUNTY-  MI/KEWEENAW
 TY7769  COUNTRY     -  US
 TY7769  USGS QUAD   -  LAKE MEDORA (2017)
 TY7769
 TY7769                         *CURRENT SURVEY CONTROL
 TY7769  ______________________________________________________________________
 TY7769* NAD 83(1994) POSITION- 47 27 20.64198(N) 087 54 14.96624(W)   ADJUSTED
 TY7769* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 TY7769  ______________________________________________________________________
 TY7769  GEOID HEIGHT    -        -35.240 (meters)                     GEOID18
 TY7769  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 TY7769  HORZ ORDER      -  THIRD
 TY7769
 TY7769.The horizontal coordinates were established by classical geodetic methods
 TY7769.and adjusted by the National Geodetic Survey in February 1997.
 TY7769
 TY7769.The orthometric height was scaled from a topographic map.
 TY7769
 TY7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY7769.GEOID18 height accuracy estimate available here.
 TY7769
 TY7769.Click photographs - Photos may exist for this station.
 TY7769
 TY7769.The Laplace correction was computed from DEFLEC18 derived deflections.
 TY7769
 TY7769. The following values were computed from the NAD 83(1994) position.
 TY7769
 TY7769;                    North         East     Units Scale Factor Converg.
 TY7769;SPC MI N     -   297,435.072 7,931,814.143   MT  1.00011235   -0 39 12.7
 TY7769;SPC MI N     -   975,836.85 26,023,012.28   iFT  1.00011235   -0 39 12.7
 TY7769;UTM  16      - 5,256,206.385   431,847.835   MT  0.99965708   -0 39 58.2
 TY7769
 TY7769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7769!SPC MI N     -   0.99995161  x   1.00011235  =   1.00006395
 TY7769!UTM  16      -   0.99995161  x   0.99965708  =   0.99960870
 TY7769
 TY7769:                Primary Azimuth Mark                     Grid Az
 TY7769:SPC MI N     -  WEST BLUFF 2                             281 58 03.8
 TY7769:UTM  16      -  WEST BLUFF 2                             281 58 49.3
 TY7769
 TY7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3184756206(NAD 83)
 TY7769
 TY7769|---------------------------------------------------------------------|
 TY7769| PID    Reference Object                     Distance      Geod. Az  |
 TY7769|                                                           dddmmss.s |
 TY7769| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.55.2 KM 1873016.1 |
 TY7769| TY7767 WEST BLUFF 2                        APPROX. 4.9 KM 2811851.1 |
 TY7769|---------------------------------------------------------------------|
 TY7769
 TY7769                          SUPERSEDED SURVEY CONTROL
 TY7769
 TY7769  NAD 83(1986)-  47 27 20.62832(N)    087 54 14.94325(W) AD(       ) 3
 TY7769  NAD 27      -  47 27 20.96400(N)    087 54 14.55100(W) AD(       ) 3
 TY7769
 TY7769.Superseded values are not recommended for survey control.
 TY7769
 TY7769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7769.See file dsdata.pdf to determine how the superseded data were derived.
 TY7769
 TY7769_MARKER: DD = SURVEY DISK
 TY7769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7769_STAMPING: GOLF
 TY7769_MARK LOGO: CGS+SS
 TY7769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7769+STABILITY: SURFACE MOTION
 TY7769
 TY7769  HISTORY     - Date     Condition        Report By
 TY7769  HISTORY     - 1934     MONUMENTED       MIGS
 TY7769  HISTORY     - 20061113 GOOD             USPSQD
 TY7769
 TY7769                          STATION DESCRIPTION
 TY7769
 TY7769'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 TY7769'IN SEC. 6, T. 58 N., R. 28 W., ON THE GROUNDS OF THE KEWEENAW
 TY7769'COUNTY GOLF COURSE.
 TY7769'
 TY7769'TO REACH FROM THE INTERSECTION OF THE BROCKWAY MOUNTAIN DRIVE WITH
 TY7769'STATE HIGHWAY 26 AND U.S. HIGHWAY 41, JUST WEST OF COPPER HARBOR,
 TY7769'GO SOUTHWEST FOR 1.3 MILES ON THE CALUMET ROAD (U.S. HIGHWAY 41)
 TY7769'TO THE NORTHEAST ENTRANCE OF THE GOLF COURSE, DRIVE INTO THE
 TY7769'GROUNDS FOR A DISTANCE OF 0.7 MILE AND PARK CAR NEAR NO. 5 TEE
 TY7769'AND NO. 4 HOLE, WALK EASTERLY ABOUT 325 PACES ALONG THE SOUTHERLY
 TY7769'EDGE OF THE FAIRWAY TO THE STATION.
 TY7769'
 TY7769'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND S.S.
 TY7769'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 1C
 TY7769'RESPECTIVELY.
 TY7769'
 TY7769'HEIGHT OF LIGHT ABOVE STATION MARK - 1.82 METERS.
 TY7769
 TY7769                          STATION RECOVERY (2006)
 TY7769
 TY7769'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 TY7769'RM1 ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0183 ***********************************************************************
 NE0183  DESIGNATION -  GOLF USLS
 NE0183  PID         -  NE0183
 NE0183  STATE/COUNTY-  MI/MACOMB
 NE0183  COUNTRY     -  US
 NE0183  USGS QUAD   -  MOUNT CLEMENS EAST (2017)
 NE0183
 NE0183                         *CURRENT SURVEY CONTROL
 NE0183  ______________________________________________________________________
 NE0183* NAD 83(1986) POSITION- 42 35 55.     (N) 082 48 30.     (W)   SCALED
 NE0183* NAVD 88 ORTHO HEIGHT -   175.771 (meters)      576.68  (feet) ADJUSTED
 NE0183  ______________________________________________________________________
 NE0183  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 NE0183  DYNAMIC HEIGHT  -        175.721 (meters)      576.51  (feet) COMP
 NE0183  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 NE0183
 NE0183  VERT ORDER      -  FIRST     CLASS 0
 NE0183
 NE0183.The horizontal coordinates were scaled from a map and have
 NE0183.an estimated accuracy of +/- 6 seconds.
 NE0183
 NE0183.The orthometric height was determined by differential leveling and
 NE0183.adjusted by the NATIONAL GEODETIC SURVEY
 NE0183.in June 1991.
 NE0183
 NE0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0183.GEOID18 height accuracy estimate available here.
 NE0183
 NE0183.Click photographs - Photos may exist for this station.
 NE0183
 NE0183.The dynamic height is computed by dividing the NAVD 88
 NE0183.geopotential number by the normal gravity value computed on the
 NE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0183.degrees latitude (g = 980.6199 gals.).
 NE0183
 NE0183.The modeled gravity was interpolated from observed gravity values.
 NE0183
 NE0183;                    North         East    Units  Estimated Accuracy
 NE0183;SPC MI S     -   123,210.    4,127,870.      MT  (+/- 180 meters Scaled)
 NE0183
 NE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH516178(NAD 83)
 NE0183
 NE0183                          SUPERSEDED SURVEY CONTROL
 NE0183
 NE0183  NGVD 29 (??/??/92)  175.899  (m)          577.10   (f) ADJ UNCH    1 0
 NE0183
 NE0183.Superseded values are not recommended for survey control.
 NE0183
 NE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0183.See file dsdata.pdf to determine how the superseded data were derived.
 NE0183
 NE0183_MARKER: P = PIPE CAP
 NE0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0183
 NE0183  HISTORY     - Date     Condition        Report By
 NE0183  HISTORY     - 1970     MONUMENTED       USLS
 NE0183  HISTORY     - 1970     GOOD             USLS
 NE0183  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0183
 NE0183                          STATION DESCRIPTION
 NE0183
 NE0183'DESCRIBED BY US LAKE SURVEY 1970
 NE0183'AT SELFRIDGE AFB.
 NE0183'GOLF IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE, AT
 NE0183'SOUTH GOLF GATE OPPOSITE PENTA MARINA 30292 NORTH RIVER ROAD,
 NE0183'ABOUT 130 FEET NORTH OF CENTERLINE OF NORTH RIVER ROAD, 92.5
 NE0183'FEET NORTHERLY OF A 8-INCH DIAMETER STEEL GATE POST ON WEST
 NE0183'SIDE OF ENTRANCE, 72.1 FEET NORTHWEST OF UTILITY POLE JUST SOUTH
 NE0183'OF GUARD SHACK, 51.0 FEET WESTERLY OF NORTHWEST CORNER OF 12 X 12
 NE0183'FOOT CONCRETE GUARD SHACK FOUNDATION, 46.2 FEET NORTHEASTERLY
 NE0183'OF NORTH FACE OF HEADWALL OF DRAINAGE DITCH ON WEST SIDE OF
 NE0183'ENTRANCE ROAD, 38.8 FEET SOUTHWEST OF UTILITY POLE JUST SOUTHEAST
 NE0183'OF T-INTERSECTION, 8.6 FEET NORTHEAST OF A 2-INCH DIAMETER TREE,
 NE0183'1-1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 NE0183'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 NE0183'STEEL PIPE, 62 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 NE0183'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0183'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND SURFACE.
 NE0183'NOTE-- BM 1970.
 NE0183
 NE0183                          STATION RECOVERY (1980)
 NE0183
 NE0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0183'MARK NOT FOUND.
 NE0183
 NE0183                          STATION RECOVERY (2001)
 NE0183
 NE0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0084 ***********************************************************************
 OJ0084  DESIGNATION -  GOLF USLS
 OJ0084  PID         -  OJ0084
 OJ0084  STATE/COUNTY-  MI/SANILAC
 OJ0084  COUNTRY     -  US
 OJ0084  USGS QUAD   -  PORT SANILAC (2017)
 OJ0084
 OJ0084                         *CURRENT SURVEY CONTROL
 OJ0084  ______________________________________________________________________
 OJ0084* NAD 83(1986) POSITION- 43 28 17.     (N) 082 33 27.     (W)   SCALED
 OJ0084* NAVD 88 ORTHO HEIGHT -   187.306 (meters)      614.52  (feet) ADJUSTED
 OJ0084  ______________________________________________________________________
 OJ0084  GEOID HEIGHT    -        -34.722 (meters)                     GEOID18
 OJ0084  DYNAMIC HEIGHT  -        187.270 (meters)      614.40  (feet) COMP
 OJ0084  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 OJ0084
 OJ0084  VERT ORDER      -  FIRST     CLASS 0
 OJ0084
 OJ0084.The horizontal coordinates were scaled from a map and have
 OJ0084.an estimated accuracy of +/- 6 seconds.
 OJ0084
 OJ0084.The orthometric height was determined by differential leveling and
 OJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0084.in June 1991.
 OJ0084
 OJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0084.GEOID18 height accuracy estimate available here.
 OJ0084
 OJ0084.Click photographs - Photos may exist for this station.
 OJ0084
 OJ0084.The dynamic height is computed by dividing the NAVD 88
 OJ0084.geopotential number by the normal gravity value computed on the
 OJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0084.degrees latitude (g = 980.6199 gals.).
 OJ0084
 OJ0084.The modeled gravity was interpolated from observed gravity values.
 OJ0084
 OJ0084;                    North         East    Units  Estimated Accuracy
 OJ0084;SPC MI S     -   220,560.    4,146,370.      MT  (+/- 180 meters Scaled)
 OJ0084
 OJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ740143(NAD 83)
 OJ0084
 OJ0084                          SUPERSEDED SURVEY CONTROL
 OJ0084
 OJ0084  NGVD 29 (11/26/84)  187.423  (m)          614.90   (f) ADJUSTED    1 0
 OJ0084
 OJ0084.Superseded values are not recommended for survey control.
 OJ0084
 OJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0084
 OJ0084_MARKER: Z = SEE DESCRIPTION
 OJ0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0084_SP_SET: CULVERT
 OJ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0084
 OJ0084  HISTORY     - Date     Condition        Report By
 OJ0084  HISTORY     - 1970     MONUMENTED       USLS
 OJ0084  HISTORY     - 1970     GOOD             USLS
 OJ0084  HISTORY     - 1980     GOOD             NGS
 OJ0084  HISTORY     - 19940718 GOOD             USPSQD
 OJ0084  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0084
 OJ0084                          STATION DESCRIPTION
 OJ0084
 OJ0084'DESCRIBED BY US LAKE SURVEY 1970
 OJ0084'2.8 MI N FROM PORT SANILAC.
 OJ0084'GOLF IS IN SANILAC COUNTY, MICHIGAN, ABOUT 2.8 MILES NORTH ON
 OJ0084'U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE ROAD
 OJ0084'(U.S. 25) IN PORT SANILAC, ABOUT 150 FEET SOUTH OF THE CENTERLINE
 OJ0084'OF DRIVE LEADING TO HURON SHORES GOLF CLUB, 24 FEET WEST OF THE
 OJ0084'CENTERLINE OF U.S. 25, 0.8 FEET SOUTH OF THE NORTH FACE AND
 OJ0084'0.4 FEET WEST OF THE EAST FACE OF A CONCRETE CULVERT, BEING
 OJ0084'THE HIGHEST POINT ON TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET
 OJ0084'INTO THE TOP OF THE CULVERT.  BM GOLF 1970.
 OJ0084
 OJ0084                          STATION RECOVERY (1980)
 OJ0084
 OJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0084'4.8 KILOMETERS (3.0 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0084'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, NEAR THE JUNCTION
 OJ0084'OF A PAVED ROAD LEADING TO THE HURON SHORES GOLF CLUB, SET NEAR
 OJ0084'THE NORTH END OF A CONCRETE CULVERT ON THE WEST SIDE OF THE
 OJ0084'HIGHWAY, 45.7 METERS (150.0 FEET) SOUTH OF THE CENTER OF THE PAVED
 OJ0084'DRIVE, 7.3 METERS (24.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0084'0.25 METER (0.8 FEET) SOUTH OF THE NORTH END OF THE CULVERT.
 OJ0084'THE MARK IS 0.7 M BELOW HIGHWAY.
 OJ0084
 OJ0084                          STATION RECOVERY (1994)
 OJ0084
 OJ0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0084'RECOVERED IN GOOD CONDITION.
 OJ0084
 OJ0084                          STATION RECOVERY (2001)
 OJ0084
 OJ0084'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0800 ***********************************************************************
 QK0800  DESIGNATION -  GOODHART
 QK0800  PID         -  QK0800
 QK0800  STATE/COUNTY-  MI/EMMET
 QK0800  COUNTRY     -  US
 QK0800  USGS QUAD   -  GOOD HART (2017)
 QK0800
 QK0800                         *CURRENT SURVEY CONTROL
 QK0800  ______________________________________________________________________
 QK0800* NAD 83(1994) POSITION- 45 35 24.76363(N) 085 04 36.46807(W)   ADJUSTED
 QK0800* NAVD 88 ORTHO HEIGHT -   330.    (meters)     1083.    (feet) SCALED
 QK0800  ______________________________________________________________________
 QK0800  GEOID HEIGHT    -        -35.189 (meters)                     GEOID18
 QK0800  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 QK0800  HORZ ORDER      -  FIRST
 QK0800
 QK0800.The horizontal coordinates were established by classical geodetic methods
 QK0800.and adjusted by the National Geodetic Survey in February 1997.
 QK0800
 QK0800.The orthometric height was scaled from a topographic map.
 QK0800
 QK0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0800.GEOID18 height accuracy estimate available here.
 QK0800
 QK0800.Click photographs - Photos may exist for this station.
 QK0800
 QK0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0800
 QK0800. The following values were computed from the NAD 83(1994) position.
 QK0800
 QK0800;                    North         East     Units Scale Factor Converg.
 QK0800;SPC MI C     -   252,884.954 5,944,588.328   MT  0.99997646   -0 30 05.9
 QK0800;SPC MI C     -   829,675.05 19,503,242.55   iFT  0.99997646   -0 30 05.9
 QK0800;UTM  16      - 5,050,317.741   650,013.049   MT  0.99987668   +1 22 26.8
 QK0800
 QK0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0800!SPC MI C     -   0.99995379  x   0.99997646  =   0.99993025
 QK0800!UTM  16      -   0.99995379  x   0.99987668  =   0.99983047
 QK0800
 QK0800:                Primary Azimuth Mark                     Grid Az
 QK0800:SPC MI C     -  CROSS VILLAGE                            009 32 54.7
 QK0800:UTM  16      -  CROSS VILLAGE                            007 40 22.0
 QK0800
 QK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5001350317(NAD 83)
 QK0800
 QK0800|---------------------------------------------------------------------|
 QK0800| PID    Reference Object                     Distance      Geod. Az  |
 QK0800|                                                           dddmmss.s |
 QK0800| QK0797 CROSS VILLAGE                       APPROX. 4.4 KM 0090248.8 |
 QK0800| QK0764 PELLSTON LOOKOUT TOWER              APPROX.17.8 KM 1085333.3 |
 QK0800| CH1185 GOODHART RM 1                                      13929     |
 QK0800| CH1186 GOODHART RM 2                        59.216 METERS 21704     |
 QK0800| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.64.0 KM 2484009.8 |
 QK0800| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.39.5 KM 2795809.3 |
 QK0800| CH1187 GOODHART RM 3                        43.928 METERS 30812     |
 QK0800| QK0801 ISLE AUX GALET LH                   APPROX.12.1 KM 3220826.6 |
 QK0800| QK0794 GRAYS REEF LIGHT                    APPROX.20.4 KM 3425644.8 |
 QK0800| QK0795 WHITE SHOAL LH                      APPROX.28.3 KM 3504038.4 |
 QK0800| QK0792 WAUGOSHANCE LH                      APPROX.21.9 KM 3565827.9 |
 QK0800|---------------------------------------------------------------------|
 QK0800
 QK0800                          SUPERSEDED SURVEY CONTROL
 QK0800
 QK0800  NAD 83(1986)-  45 35 24.75848(N)    085 04 36.46761(W) AD(       ) 1
 QK0800  NAD 27      -  45 35 24.72180(N)    085 04 36.23480(W) AD(       ) 1
 QK0800
 QK0800.Superseded values are not recommended for survey control.
 QK0800
 QK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0800.See file dsdata.pdf to determine how the superseded data were derived.
 QK0800
 QK0800
 QK0800  HISTORY     - Date     Condition        Report By
 QK0800  HISTORY     - 1903     MONUMENTED       USLS
 QK0800  HISTORY     - 1931     GOOD             CGS
 QK0800  HISTORY     - 1932     GOOD             USLS
 QK0800  HISTORY     - 1956     GOOD             CGS
 QK0800  HISTORY     - 19960814 GOOD             USPSQD
 QK0800
 QK0800                          STATION DESCRIPTION
 QK0800
 QK0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0800'ABOUT 17 MILES NORTH OF HARBOR SPRINGS AND 4 MILES SOUTH OF WEST OF
 QK0800'CROSS VILLAGE, IN SW 1/4 NW 1/4 SEC. 20, T. 37 N., R. 6 W., ON LAND
 QK0800'SAID TO BELONG TO JAMES HENDERSON OF HARBOR SPRINGS.
 QK0800'
 QK0800'TO REACH FROM CROSS VILLAGE, FOLLOW HARBOR SPRINGS ROAD (NOT THE SHORE
 QK0800'ROAD) 3.9 MILES TO CORNER WHERE MAIN ROAD TURNS EAST, TURN WEST 1.6
 QK0800'MILES TO CORNER, THENCE STRAIGHT WEST ON DIRT ROAD 0.6 MILE TO VACANT
 QK0800'FARM.  TURN NORTH AT HOUSE AND FOLLOW WAGON TRACK ACROSS FIELD
 QK0800'NORTHWEST 1/4 MILE TO STATION, IN CLEARED FIELD, 2-1/2 FEET WEST OF
 QK0800'OLD BURNT STUMP, IN CENTER OF SMALL ROCK PILE.  MARK IS COPPER PIN IN
 QK0800'A CONCRETE BLOCK, 1 FOOT BELOW SURFACE OF GROUND.
 QK0800'
 QK0800'REFERENCE MONUMENT BEARS S. 40 DEGREES 32 MIN E., AND IS DISTANT
 QK0800'1,413.8 FEET FROM STATION.  WITNESS POINTS ARE- EAST-WEST-SOUTH FENCE
 QK0800'CORNER, S. 11 DEGREES 47 MIN E., ABOUT 600 FEET DISTANT, WEST-SOUTH
 QK0800'FENCE CORNER, S. 27 DEGREES 32 MIN W., ABOUT 300 FEET DISTANT,
 QK0800'NORTH-SOUTH-EAST FENCE CORNER, S.  69 DEGREES 45 MIN E., ABOUT 700
 QK0800'FEET DISTANT FROM STATION.  STATION RECOVERED IN 1931 AND TWO
 QK0800'REFERENCE MARKS WERE ESTABLISHED, STANDARD REFERENCE DISKS IN
 QK0800'CONCRETE, NOTE 11A.
 QK0800'
 QK0800'NO. 1 IS IN SOUTHWEST CORNER OF WOOD LOT, IN FENCE LINE BETWEEN WOOD
 QK0800'LOT AND OLD ORCHARD, 8 METERS (26 FEET) NORTH OF CENTER LINE OF ROAD,
 QK0800'1/2 MILE WEST OF INTERSECTION WITH GRAVEL ROAD, 0.1 MILE EAST OF
 QK0800'ENTRANCE INTO OLD DESERTED FARMYARD, AND APPROXIMATELY 1/4 MILE FROM
 QK0800'STATION IN AZIMUTH 319 DEGREES 28 MIN 44 SEC.
 QK0800'
 QK0800'NO. 2 IS 1 FOOT EAST OF BROKEN-OFF CORNER POST AT INTERSECTION OF
 QK0800'EAST-AND-WEST AND NORTH-AND-SOUTH WIRE FENCES, IN OPEN FIELD, AND
 QK0800'59.19 METERS (194.2 FEET) FROM STATION IN AZIMUTH 37 DEGREES 04 MIN.
 QK0800
 QK0800                          STATION RECOVERY (1932)
 QK0800
 QK0800'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0800'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 5 MI. S BY W OF
 QK0800'CROSS VILLAGE ON THE FARM OF HOWARD VORCE, APPROXIMATELY 1500 FT. W OF
 QK0800'THE N-S ROAD WHICH RUNS THROUGH THE CENTER OF SECTION 17, 3 FT. E OF
 QK0800'AN OLD BIRCH STUMP SURROUNDED BY A PILE OF STONES AND ON THE HIGHEST
 QK0800'POINT IN THE VICINITY.  MARKED BY A 1/4-IN. BRASS BOLT, SET IN A 12-
 QK0800'BY 36-IN. CONCRETE MONUMENT 1.4 FT. BELOW GROUND SURFACE
 QK0800'
 QK0800'REFERENCE MARK 1 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET IN A
 QK0800'CONCRETE MONUMENT, 2.5 FT. N OF THE FENCE ON THE N SIDE OF THE
 QK0800'HIGHWAY, IN A N-S FENCE LINE, BEARS S 40 DEGREES 32 E, 1414.4 FT.
 QK0800'FROM THE STATION.
 QK0800'
 QK0800'REFERENCE MARK 2 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET IN A
 QK0800'CONCRETE MONUMENT, 218 FT. S OF THE NE FENCE CORNER IN A N-S FENCE
 QK0800'LINE, BEARS S 37 DEGREES 04 W, 194.3 FT. FROM THE STATION.
 QK0800'
 QK0800'TO REACH FROM THE POST OFFICE IN CROSS VILLAGE, GO SW ON LAKE SHORE
 QK0800'ROAD FOR 4 MI., TURN E AND GO 0.3 MI. TO ISLAND VIEW SCHOOLHOUSE, TURN
 QK0800'S AND GO 1.5 MI.  TO THE END OF THE ROAD, TURN W AND CONTINUE 0.3 MI.
 QK0800'AND TURN N INTO THE FARM OF HOWARD VORCE.
 QK0800
 QK0800                          STATION RECOVERY (1956)
 QK0800
 QK0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0800'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND FOUND IN
 QK0800'GOOD CONDITION THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS NOS. 1
 QK0800'AND 2 CHECKED WITH THE 1931 DISTANCE AND DIRECTIONS.  A NEW REFERENCE
 QK0800'MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW AND
 QK0800'COMPLETE DESCRIPTION.
 QK0800'
 QK0800'THE STATION IS LOCATED ABOUT 14 1/2 MILES WEST OF THE VILLAGE OF
 QK0800'PELLSTON, 11 MILES NORTHWEST OF HARBOR SPRINGS AND 4 1/2 MILES
 QK0800'SOUTH-SOUTHWEST OF CROSS VILLAGE, ON THE HIGHEST POINT OF A SMALL
 QK0800'RIDGE, NEAR THE NORTHWEST CORNER OF A PASTURE AND ON LAND OWNED BY MR.
 QK0800'HOWARD VORCE.  IT IS 146 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 QK0800'116 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS A BRASS PIN
 QK0800'WITH A POINT IN THE CENTER OF THE TOP, SET IN A 12 BY 12 BY 36 INCH
 QK0800'CONCRETE MONUMENT 10 INCHES BELOW THE GROUND SURFACE.
 QK0800'
 QK0800'TO REACH THE STATION FROM THE POST OFFICE IN CROSS VILLAGE, GO
 QK0800'SOUTHWEST ON STATE HIGHWAY M 131 FOR 3.55 MILES TO A GRAVELED SIDE
 QK0800'ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.75 MILE TO A
 QK0800'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 1.5 MILES
 QK0800'TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.2
 QK0800'MILE TO THE TOP OF HILL AND REFERENCE MARK 1 IN FENCE CORNER ON THE
 QK0800'RIGHT, NORTH SIDE OF ROAD.  CONTINUE WEST ON DIRT ROAD FOR 0.05 MILE
 QK0800'TO A WIRE GATE IN FENCE LINE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 QK0800'AND GO NORTH ACROSS PASTURE FOR 0.25 MILE TO THE HIGHEST POINT AND
 QK0800'STATION AS DESCRIBED.
 QK0800'
 QK0800'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTERLINE OF DIRT ROAD, 2
 QK0800'FEET NORTH OF AN EAST-WEST FENCE LINE, 1 FOOT EAST OF A NORTH-SOUTH
 QK0800'FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK
 QK0800'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED GOODHART USLS NO 1
 QK0800'1931.
 QK0800'
 QK0800'REFERENCE MARK 2 IS 3 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF
 QK0800'A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 QK0800'DISK IS STAMPED GOODHART USLS NO 2 1931.
 QK0800'
 QK0800'REFERENCE MARK 3 IS 2 1/2 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 QK0800'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 4
 QK0800'INCHES AND THE DISK IS STAMPED GOODHART USLS NO 3 1956.
 QK0800'
 QK0800'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0800
 QK0800                          STATION RECOVERY (1996)
 QK0800
 QK0800'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0604 ***********************************************************************
 QK0604  DESIGNATION -  GOOSE ISLAND
 QK0604  PID         -  QK0604
 QK0604  STATE/COUNTY-  MI/MACKINAC
 QK0604  COUNTRY     -  US
 QK0604  USGS QUAD   -  GOOSE ISLAND (2017)
 QK0604
 QK0604                         *CURRENT SURVEY CONTROL
 QK0604  ______________________________________________________________________
 QK0604* NAD 83(1994) POSITION- 45 55 34.39280(N) 084 25 59.42700(W)   ADJUSTED
 QK0604* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0604  ______________________________________________________________________
 QK0604  GEOID HEIGHT    -        -35.906 (meters)                     GEOID18
 QK0604  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 QK0604  HORZ ORDER      -  FIRST
 QK0604
 QK0604.The horizontal coordinates were established by classical geodetic methods
 QK0604.and adjusted by the National Geodetic Survey in February 1997.
 QK0604
 QK0604.The orthometric height was scaled from a topographic map.
 QK0604
 QK0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0604.GEOID18 height accuracy estimate available here.
 QK0604
 QK0604.Click photographs - Photos may exist for this station.
 QK0604
 QK0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0604
 QK0604. The following values were computed from the NAD 83(1994) position.
 QK0604
 QK0604;                    North         East     Units Scale Factor Converg.
 QK0604;SPC MI N     -   130,248.247 8,199,048.663   MT  0.99992237   +1 51 19.0
 QK0604;SPC MI N     -   427,323.65 26,899,765.95   iFT  0.99992237   +1 51 19.0
 QK0604;UTM  16      - 5,089,053.951   699,017.201   MT  1.00008695   +1 50 41.0
 QK0604
 QK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0604!SPC MI N     -   0.99997742  x   0.99992237  =   0.99989979
 QK0604!UTM  16      -   0.99997742  x   1.00008695  =   1.00006436
 QK0604
 QK0604:                Primary Azimuth Mark                     Grid Az
 QK0604:SPC MI N     -  MACKINAC ISLAND                          240 06 38.4
 QK0604:UTM  16      -  MACKINAC ISLAND                          240 07 16.4
 QK0604
 QK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9901789053(NAD 83)
 QK0604
 QK0604|---------------------------------------------------------------------|
 QK0604| PID    Reference Object                     Distance      Geod. Az  |
 QK0604|                                                           dddmmss.s |
 QK0604| QK0727 MACKINAC ISLAND                     APPROX.16.1 KM 2415757.4 |
 QK0604|---------------------------------------------------------------------|
 QK0604
 QK0604                          SUPERSEDED SURVEY CONTROL
 QK0604
 QK0604  NAD 83(1986)-  45 55 34.38436(N)    084 25 59.42528(W) AD(       ) 1
 QK0604  NAD 27      -  45 55 34.34000(N)    084 25 59.29400(W) AD(       ) 1
 QK0604  USSD        -  45 55 35.05100(N)    084 25 58.48700(W) AD(       ) 3
 QK0604
 QK0604.Superseded values are not recommended for survey control.
 QK0604
 QK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0604.See file dsdata.pdf to determine how the superseded data were derived.
 QK0604
 QK0604_MARKER: X = CHISELED CROSS
 QK0604_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QK0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0604
 QK0604  HISTORY     - Date     Condition        Report By
 QK0604  HISTORY     - 1896     MONUMENTED       USLS
 QK0604  HISTORY     - 1920     GOOD             USLS
 QK0604  HISTORY     - 1964     GOOD             USLS
 QK0604
 QK0604                          STATION DESCRIPTION
 QK0604
 QK0604'DESCRIBED BY US LAKE SURVEY 1920
 QK0604'ABOUT 96 FEET FROM WEST END OF GOOSE ISLAND, CEDAR TOWNSHIP.  MARK IS
 QK0604'CROSS ON FIELD
 QK0604'STONE, IMBEDDED IN BLOCK OF CONCRETE, ABOUT 2-1/2 FEET BELOW SURFACE
 QK0604'OF GROUND.  OVER MARK IS ANOTHER
 QK0604'BLOCK OF CONCRETE WITH NAIL AS CENTER.
 QK0604
 QK0604                          STATION RECOVERY (1964)
 QK0604
 QK0604'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0604'BY BOAT FROM HESSEL.  ON THE NORTHERLY END OF GOOSE ISLAND.  ABOUT
 QK0604'410 FEET SOUTH OF
 QK0604'THE NORTH END OF THE ISLAND, 115 FEET EAST OF THE WATERS EDGE, ON A
 QK0604'FLAT GRASSY BANK, THE HIGHEST
 QK0604'POINT ON THE ISLAND.
 QK0604'
 QK0604'STATION SUB-SURFACE MARK IS A CROSS CUT ON A FIELD STONE EMBEDDED IN
 QK0604'A BLOCK OF CONCRETE WITH ITS TOP 2-1/2 FEET BELOW
 QK0604'THE SURFACE.  THE SURFACE MARK IS A NAIL SET IN A BLOCK OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0781 ***********************************************************************
 QK0781  DESIGNATION -  GOUDREAU
 QK0781  PID         -  QK0781
 QK0781  STATE/COUNTY-  MI/MACKINAC
 QK0781  COUNTRY     -  US
 QK0781  USGS QUAD   -  MCGULPIN POINT (2017)
 QK0781
 QK0781                         *CURRENT SURVEY CONTROL
 QK0781  ______________________________________________________________________
 QK0781* NAD 83(1994) POSITION- 45 52 17.03072(N) 084 48 49.98263(W)   ADJUSTED
 QK0781* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 QK0781  ______________________________________________________________________
 QK0781  GEOID HEIGHT    -        -35.252 (meters)                     GEOID18
 QK0781  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 QK0781  HORZ ORDER      -  FIRST
 QK0781
 QK0781.The horizontal coordinates were established by classical geodetic methods
 QK0781.and adjusted by the National Geodetic Survey in February 1997.
 QK0781
 QK0781.The orthometric height was scaled from a topographic map.
 QK0781
 QK0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0781.GEOID18 height accuracy estimate available here.
 QK0781
 QK0781.Click photographs - Photos may exist for this station.
 QK0781
 QK0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0781
 QK0781. The following values were computed from the NAD 83(1994) position.
 QK0781
 QK0781;                    North         East     Units Scale Factor Converg.
 QK0781;SPC MI N     -   123,272.406 8,169,702.048   MT  0.99992878   +1 34 48.4
 QK0781;SPC MI N     -   404,437.03 26,803,484.41   iFT  0.99992878   +1 34 48.4
 QK0781;UTM  16      - 5,082,082.895   669,666.560   MT  0.99995391   +1 34 10.3
 QK0781
 QK0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0781!SPC MI N     -   0.99997559  x   0.99992878  =   0.99990437
 QK0781!UTM  16      -   0.99997559  x   0.99995391  =   0.99992950
 QK0781
 QK0781:                Primary Azimuth Mark                     Grid Az
 QK0781:SPC MI N     -  MACKINAC WEST BASE                       159 38 42.2
 QK0781:UTM  16      -  MACKINAC WEST BASE                       159 39 20.3
 QK0781
 QK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6966682082(NAD 83)
 QK0781
 QK0781|---------------------------------------------------------------------|
 QK0781| PID    Reference Object                     Distance      Geod. Az  |
 QK0781|                                                           dddmmss.s |
 QK0781| QK0779 MACKINAC WEST BASE                  APPROX. 9.9 KM 1611330.6 |
 QK0781|---------------------------------------------------------------------|
 QK0781
 QK0781                          SUPERSEDED SURVEY CONTROL
 QK0781
 QK0781  NAD 83(1986)-  45 52 17.02376(N)    084 48 49.98157(W) AD(       ) 1
 QK0781  NAD 27      -  45 52 16.98300(N)    084 48 49.78800(W) AD(       ) 1
 QK0781
 QK0781.Superseded values are not recommended for survey control.
 QK0781
 QK0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0781.See file dsdata.pdf to determine how the superseded data were derived.
 QK0781
 QK0781_MARKER: S = SPIKE
 QK0781_SETTING: 66 = SET IN ROCK OUTCROP
 QK0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0781+STABILITY: POSITION/ELEVATION WELL
 QK0781
 QK0781  HISTORY     - Date     Condition        Report By
 QK0781  HISTORY     - 1902     MONUMENTED       USLS
 QK0781  HISTORY     - 1949     GOOD             USLS
 QK0781  HISTORY     - 1975     GOOD             MIDH
 QK0781  HISTORY     - 19950702 GOOD             USPSQD
 QK0781  HISTORY     - 20030607 GOOD             USPSQD
 QK0781
 QK0781                          STATION DESCRIPTION
 QK0781
 QK0781'DESCRIBED BY US LAKE SURVEY 1902
 QK0781'AT GROS CAP, ON PROJECTING POINT OF BLUFF BELONGING TO ABRAIN
 QK0781'GOUDREAU, AND ABUT 1,215 FEET N. 38 DEG 11 MIN E. FROM SOUTHWEST
 QK0781'CORNER OF HIS FRAME RESIDENCE.  MARKED BY SPIKE CEMENTED IN ROCK AT
 QK0781'BOTTOM OF HOLE 12 INCHES SQUARE AND 8 INCHES DEEP.  THE ROCK WAS
 QK0781'COVERED BY 18 INCHES OF LOOSE STONE AND EARTH, AND HOLE FACED WITH
 QK0781'MORTAR 2 INCHES THICK WHICH WAS INSCRIBED U.S. 1902.  REFERENCE MARKS
 QK0781'ARE CONCRETE MONUMENTS.  ONE IS 12 BY 12 BY 30 INCHES, PROJECTING 15
 QK0781'INCHES ABOVE GROUND AND MARKED U.S. 1902, AND IS NEAR EDGE OF BLUFF,
 QK0781'20 FEET FROM STATION, ON LINE TO ST. HELENA LIGHTHOUSE, AND BEARS S.
 QK0781'64 DEG 47 MIN W.  ANOTHER, 12 BY 12 BY 20 INCHES, NOT MARKED, AND
 QK0781'PROJECTING 15 INCHES ABOVE SURFACE OF SOLID ROCK, IS NEAR EDGE OF
 QK0781'BLUFF, 20 FEET FROM STATION, ON LINE TO MCGULPIN POINT LIGHTHOUSE, AND
 QK0781'BEARS S.  18 DEG 42 MIN E.  A THIRD, 8 BY 8 BY 36 INCHES, WITH TOP
 QK0781'PROJECTING 1 FOOT ABOVE SURFACE OF GROUND, MARKED U.S. 1902, IS IN
 QK0781'LINE OF RAIL FENCE ALONG NORTHERLY SIDE OF HIGHWAY, AND 695 FEET FROM
 QK0781'STATION ON LINE TO MCGULPIN POINT LIGHTHOUSE.
 QK0781
 QK0781                          STATION RECOVERY (1949)
 QK0781
 QK0781'RECOVERY NOTE BY US LAKE SURVEY 1949
 QK0781'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1/4 MI. N OF THE
 QK0781'LAKESHORE, ON THE PROJECTING POINT OF A BLUFF, ABOUT 36 FT.  FROM THE
 QK0781'EDGE, AND ABOUT 235 FT. S OF THE CENTERLINE OF U.S. HIGHWAY 2.  MARKED
 QK0781'BY A SPIKE, SET IN THE SOLID ROCK BOTTOM OF A 12-IN.  SQUARE HOLE, 1.5
 QK0781'FT. BELOW GROUND SURFACE, AND INSCRIBED US 1902.  SURFACE MONUMENT IS
 QK0781'A 7-IN. CEDAR POST WITH A THREE-SIDED TOP, PROJECTING 3 FT. ABOVE
 QK0781'GROUND SURFACE, INSCRIBED WITH A TRIANGLE BELOW THE LETTERS USLS.
 QK0781'
 QK0781'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE TOP OF A 4-FT. GRAY
 QK0781'GRANITE BOULDER, BEARS N 2 DEG 08 MIN (TRUE)  8.7 FT. FROM THE
 QK0781'STATION.
 QK0781'
 QK0781'REFERENCE MONUMENT 2 IS THE PERIOD AFTER THE U IN INSCRIPTION U.S.
 QK0781'1902 ON THE TOP OF A 10-IN. CONCRETE MONUMENT, PROJECTING 2 FT. ABOVE
 QK0781'GROUND SURFACE, BEARS S 64 DEG 15 MIN W (TRUE) 19.9 FT. FROM THE
 QK0781'STATION, AND ON LINE BETWEEN THE STATION AND ST.  HELENA LIGHTHOUSE.
 QK0781'
 QK0781'BROKEN REFERENCE MONUMENT IS A 10-IN. SQUARE CONCRETE MONUMENT
 QK0781'PROJECTING 0.5 FT.  ABOVE GROUND SURFACE, BEARS S 18 DEG 33 MIN E
 QK0781'(TRUE)  20 FT. FROM THE STATION.
 QK0781'
 QK0781'TO REACH FROM THE RAILWAY STATION IN ST. IGNACE, PROCEED W ON U.S.
 QK0781'HIGHWAY 2 FOR 5.8 MI. TO A CLEARING ON THE LEFT SIDE OF THE ROAD, GO S
 QK0781'ACROSS THE CLEARING FOR 235 FT. TO THE STATION.
 QK0781
 QK0781                          STATION RECOVERY (1975)
 QK0781
 QK0781'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (MAC)
 QK0781'STATION RECOVERED GOOD.
 QK0781'
 QK0781'STATION RECOVERED AS DESCRIBED, AREA COMPLETELY GROWN OVER.
 QK0781'
 QK0781'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES WEST OF
 QK0781'ST. IGNACE.
 QK0781
 QK0781                          STATION RECOVERY (1995)
 QK0781
 QK0781'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0781'RECOVERED IN GOOD CONDITION.
 QK0781
 QK0781                          STATION RECOVERY (2003)
 QK0781
 QK0781'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1221 ***********************************************************************
 RJ1221  DESIGNATION -  GOULD
 RJ1221  PID         -  RJ1221
 RJ1221  STATE/COUNTY-  MI/MACKINAC
 RJ1221  COUNTRY     -  US
 RJ1221  USGS QUAD   -  CURTIS EAST (2017)
 RJ1221
 RJ1221                         *CURRENT SURVEY CONTROL
 RJ1221  ______________________________________________________________________
 RJ1221* NAD 83(1994) POSITION- 46 08 41.82774(N) 085 41 52.72491(W)   ADJUSTED
 RJ1221* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 RJ1221  ______________________________________________________________________
 RJ1221  GEOID HEIGHT    -        -35.012 (meters)                     GEOID18
 RJ1221  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 RJ1221  HORZ ORDER      -  SECOND
 RJ1221
 RJ1221.The horizontal coordinates were established by classical geodetic methods
 RJ1221.and adjusted by the National Geodetic Survey in February 1997.
 RJ1221
 RJ1221.The orthometric height was scaled from a topographic map.
 RJ1221
 RJ1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1221.GEOID18 height accuracy estimate available here.
 RJ1221
 RJ1221.Click photographs - Photos may exist for this station.
 RJ1221
 RJ1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1221
 RJ1221. The following values were computed from the NAD 83(1994) position.
 RJ1221
 RJ1221;                    North         East     Units Scale Factor Converg.
 RJ1221;SPC MI N     -   152,161.722 8,100,581.138   MT  0.99990582   +0 56 27.9
 RJ1221;SPC MI N     -   499,218.25 26,576,709.77   iFT  0.99990582   +0 56 27.9
 RJ1221;UTM  16      - 5,110,976.817   600,554.564   MT  0.99972430   +0 56 20.3
 RJ1221
 RJ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1221!SPC MI N     -   0.99996975  x   0.99990582  =   0.99987557
 RJ1221!UTM  16      -   0.99996975  x   0.99972430  =   0.99969406
 RJ1221
 RJ1221:                Primary Azimuth Mark                     Grid Az
 RJ1221:SPC MI N     -  WILDWOOD                                 022 21 26.3
 RJ1221:UTM  16      -  WILDWOOD                                 022 21 33.9
 RJ1221
 RJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0055410976(NAD 83)
 RJ1221
 RJ1221|---------------------------------------------------------------------|
 RJ1221| PID    Reference Object                     Distance      Geod. Az  |
 RJ1221|                                                           dddmmss.s |
 RJ1221| RJ1222 WILDWOOD                            APPROX.11.5 KM 0231754.2 |
 RJ1221| RJ1220 GOULD RM 1                           41.845 METERS 14526     |
 RJ1221| CH1188 GOULD RM 2                           22.895 METERS 21958     |
 RJ1221| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX.13.4 KM 2494048.3 |
 RJ1221|---------------------------------------------------------------------|
 RJ1221
 RJ1221                          SUPERSEDED SURVEY CONTROL
 RJ1221
 RJ1221  NAD 83(1986)-  46 08 41.82207(N)    085 41 52.72238(W) AD(       ) 2
 RJ1221  NAD 27      -  46 08 41.86597(N)    085 41 52.32333(W) AD(       ) 2
 RJ1221
 RJ1221.Superseded values are not recommended for survey control.
 RJ1221
 RJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1221.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1221
 RJ1221_MARKER: DS = TRIANGULATION STATION DISK
 RJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1221_STAMPING: GOULD 1965
 RJ1221_MARK LOGO: CGS
 RJ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1221+STABILITY: SURFACE MOTION
 RJ1221
 RJ1221  HISTORY     - Date     Condition        Report By
 RJ1221  HISTORY     - 1965     MONUMENTED       CGS
 RJ1221  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1221  HISTORY     - 19950816 GOOD             USPSQD
 RJ1221  HISTORY     - 20021111 GOOD             USPSQD
 RJ1221  HISTORY     - 20060915 MARK NOT FOUND   USPSQD
 RJ1221
 RJ1221                          STATION DESCRIPTION
 RJ1221
 RJ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1221'THE STATION IS LOCATED AT THE SITE OF THE GOULD CITY LOOKOUT TOWER,
 RJ1221'ABOUT 4-1/2 MI (7.24 KM) SOUTH-SOUTHEAST OF CURTIS, 3-1/2 MI (5.63 KM)
 RJ1221'NORTH OF GOULD CITY AND ON PROPERTY OWNED BY THE STATE.
 RJ1221'
 RJ1221'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO NORTH ON A
 RJ1221'PAVED ROAD FOR 0.4 MI (0.6 KM) TO A CROSSROAD (U.S. HIGHWAY 2).
 RJ1221'CONTINUE NORTH ON A GRAVELED ROAD FOR 3.05 MI (4.91 KM) TO THE GOULD
 RJ1221'CITY LOOKOUT TOWER ON THE LEFT AND THE STATION ON THE LEFT.
 RJ1221'
 RJ1221'STATION MARKS ARE STANDARD DISKS STAMPED GOULD 1965.  THE SURFACE DISK
 RJ1221'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES (10 CM).
 RJ1221'IT IS 123 FT (37.5 M) NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 RJ1221'TOWER, 80 FT (24.4 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF AN
 RJ1221'OUTHOUSE, 63 FT (19.2 M) SOUTHEAST OF A 12 INCH ASPEN TREE, 22 FT
 RJ1221'(6.7 M) NORTH OF AN 8 INCH ASPEN TREE WITH A TRIANGULAR BLAZE ON THE
 RJ1221'NORTHEAST SIDE AND 4.5 FT (1.4 M) SOUTH OF A METAL WITNESS POST.  THE
 RJ1221'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RJ1221'(102 CM) BELOW THE SURFACE OF THE GROUND.
 RJ1221'
 RJ1221'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOULD NO 1 1965, IS SET
 RJ1221'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES (8 CM).  IT IS
 RJ1221'148 FT (45.1 M) WEST OF THE CENTER OF THE GRAVELED ROAD AND NEAR THE
 RJ1221'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RJ1221'
 RJ1221'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOULD NO 2 1965, IS SET
 RJ1221'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RJ1221'GROUND.  IT IS 124 FT (37.8 M) WEST-NORTHWEST OF THE NORTHWEST LEG OF
 RJ1221'THE LOOKOUT TOWER, 56 FT (17.1 M) SOUTHWEST OF THE 8 INCH ASPEN TREE
 RJ1221'WITH THE TRIANGULAR BLAZE, 13 FT (4.0 M) SOUTH OF AN 8 INCH ASPEN TREE
 RJ1221'AND 6 FT (1.8 M) SOUTH-SOUTHWEST OF A 6 INCH ASPEN TREE.
 RJ1221'
 RJ1221'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1221'TIME.
 RJ1221'
 RJ1221'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1221
 RJ1221                          STATION RECOVERY (1973)
 RJ1221
 RJ1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1221'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  ANGLES AND
 RJ1221'DISTANCES MEASURED O.K. ORIGINAL DESCRIPTION ADEQUATE.
 RJ1221'
 RJ1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 4-1/2 MI
 RJ1221'(7.24 KM) SOUTH-SOUTHEAST OF CURTIS.
 RJ1221
 RJ1221                          STATION RECOVERY (1995)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1221'RECOVERED IN GOOD CONDITION.
 RJ1221
 RJ1221                          STATION RECOVERY (2002)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ1221'RM 1 AND RM 2 ALSO RECOVERED IN GOOD CONDITION.
 RJ1221
 RJ1221                          STATION RECOVERY (2006)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ1221'STATION GOULD AND RM 2 NOT FOUND. RM 1 FOUND IN GOOD CONDITION. THIS
 RJ1221'SITE HAS BEEN LOGGED OVER SINCE LAST RECOVERY. REGROWTH OF ASPEN AND
 RJ1221'LARGE AMOUNT OF TREE LIMB DEBRIS AT SITE MADE SEARCHING DIFFICULT. RM
 RJ1221'1 IS NEAR THE EDGE OF THE LOGGED OVER AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1220 ***********************************************************************
 RJ1220  DESIGNATION -  GOULD RM 1
 RJ1220  PID         -  RJ1220
 RJ1220  STATE/COUNTY-  MI/MACKINAC
 RJ1220  COUNTRY     -  US
 RJ1220  USGS QUAD   -  CURTIS EAST (2017)
 RJ1220
 RJ1220                         *CURRENT SURVEY CONTROL
 RJ1220  ______________________________________________________________________
 RJ1220* NAD 83(1994) POSITION- 46 08 40.71170(N) 085 41 51.61874(W)   ADJUSTED
 RJ1220* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 RJ1220  ______________________________________________________________________
 RJ1220  GEOID HEIGHT    -        -35.012 (meters)                     GEOID18
 RJ1220  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 RJ1220  HORZ ORDER      -  SECOND
 RJ1220
 RJ1220.The horizontal coordinates were established by classical geodetic methods
 RJ1220.and adjusted by the National Geodetic Survey in February 1997.
 RJ1220
 RJ1220.The orthometric height was scaled from a topographic map.
 RJ1220
 RJ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1220.GEOID18 height accuracy estimate available here.
 RJ1220
 RJ1220.Click photographs - Photos may exist for this station.
 RJ1220
 RJ1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1220
 RJ1220. The following values were computed from the NAD 83(1994) position.
 RJ1220
 RJ1220;                    North         East     Units Scale Factor Converg.
 RJ1220;SPC MI N     -   152,127.661 8,100,605.439   MT  0.99990584   +0 56 28.7
 RJ1220;SPC MI N     -   499,106.50 26,576,789.50   iFT  0.99990584   +0 56 28.7
 RJ1220;UTM  16      - 5,110,942.761   600,578.859   MT  0.99972436   +0 56 21.0
 RJ1220
 RJ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1220!SPC MI N     -   0.99996975  x   0.99990584  =   0.99987559
 RJ1220!UTM  16      -   0.99996975  x   0.99972436  =   0.99969412
 RJ1220
 RJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0057810942(NAD 83)
 RJ1220
 RJ1220                          SUPERSEDED SURVEY CONTROL
 RJ1220
 RJ1220  NAD 83(1986)-  46 08 40.70603(N)    085 41 51.61621(W) AD(       ) 2
 RJ1220  NAD 27      -  46 08 40.74989(N)    085 41 51.21727(W) AD(       ) 2
 RJ1220
 RJ1220.Superseded values are not recommended for survey control.
 RJ1220
 RJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1220.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1220
 RJ1220_MARKER: DR = REFERENCE MARK DISK
 RJ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1220_STAMPING: GOULD NO 1 1965
 RJ1220_MARK LOGO: CGS
 RJ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1220+STABILITY: SURFACE MOTION
 RJ1220
 RJ1220  HISTORY     - Date     Condition        Report By
 RJ1220  HISTORY     - 1965     MONUMENTED       CGS
 RJ1220  HISTORY     - 19950816 GOOD             USPSQD
 RJ1220  HISTORY     - 20021111 GOOD             USPSQD
 RJ1220
 RJ1220                          STATION DESCRIPTION
 RJ1220
 RJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1220'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1220'WHICH IS MARKED BY
 RJ1220'A REFERENCE MARK DISK STAMPED GOULD NO 1 1965.  IT
 RJ1220'IS A 4 LEGGED STEEL STRUCTURE WITH A
 RJ1220'METAL OBSERVATION ROOM AT THE TOP.
 RJ1220'THE OVERALL HEIGHT IS 120 FEET.
 RJ1220'
 RJ1220'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOOUTH-SOUTHEAST OF CURTIS,
 RJ1220'3-1/2 MILES NORTH
 RJ1220'OF GOULD CITY.
 RJ1220'
 RJ1220'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO NORTH
 RJ1220'ON A PAVED ROAD
 RJ1220'FOR 0.4 MILE TO A CROSSROAD (U.S. HIGHWAY 2).  CONTINUE
 RJ1220'NORTH ON A GRAVELED ROAD FOR 3.05
 RJ1220'MILES TO THE STATION ON THE LEFT.
 RJ1220'
 RJ1220'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOULD 1965,
 RJ1220'THE DISTANCE BEING
 RJ1220'137.28 FEET, 41.845 METERS.
 RJ1220
 RJ1220                          STATION RECOVERY (1995)
 RJ1220
 RJ1220'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1220'RECOVERED IN GOOD CONDITION.
 RJ1220
 RJ1220                          STATION RECOVERY (2002)
 RJ1220
 RJ1220'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0485 ***********************************************************************
 QL0485  DESIGNATION -  GOURLEY
 QL0485  PID         -  QL0485
 QL0485  STATE/COUNTY-  MI/MENOMINEE
 QL0485  COUNTRY     -  US
 QL0485  USGS QUAD   -  GOURLEY (2017)
 QL0485
 QL0485                         *CURRENT SURVEY CONTROL
 QL0485  ______________________________________________________________________
 QL0485* NAD 83(1994) POSITION- 45 36 57.92600(N) 087 24 05.94449(W)   ADJUSTED
 QL0485* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 QL0485  ______________________________________________________________________
 QL0485  GEOID HEIGHT    -        -35.854 (meters)                     GEOID18
 QL0485  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 QL0485  HORZ ORDER      -  SECOND
 QL0485
 QL0485.The horizontal coordinates were established by classical geodetic methods
 QL0485.and adjusted by the National Geodetic Survey in February 1997.
 QL0485
 QL0485.The orthometric height was scaled from a topographic map.
 QL0485
 QL0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0485.GEOID18 height accuracy estimate available here.
 QL0485
 QL0485.Click photographs - Photos may exist for this station.
 QL0485
 QL0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0485
 QL0485. The following values were computed from the NAD 83(1994) position.
 QL0485
 QL0485;                    North         East     Units Scale Factor Converg.
 QL0485;SPC MI N     -    92,636.659 7,968,673.350   MT  0.99997055   -0 17 25.1
 QL0485;SPC MI N     -   303,926.05 26,143,941.44   iFT  0.99997055   -0 17 25.1
 QL0485;UTM  16      - 5,051,472.403   468,684.829   MT  0.99961206   -0 17 13.4
 QL0485
 QL0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0485!SPC MI N     -   0.99996941  x   0.99997055  =   0.99993996
 QL0485!UTM  16      -   0.99996941  x   0.99961206  =   0.99958148
 QL0485
 QL0485:                Primary Azimuth Mark                     Grid Az
 QL0485:SPC MI N     -  GOURLEY AZ MK                            268 14 34.6
 QL0485:UTM  16      -  GOURLEY AZ MK                            268 14 22.9
 QL0485
 QL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6868451472(NAD 83)
 QL0485
 QL0485|---------------------------------------------------------------------|
 QL0485| PID    Reference Object                     Distance      Geod. Az  |
 QL0485|                                                           dddmmss.s |
 QL0485| CJ5021 GOURLEY RM 1                         24.037 METERS 13436     |
 QL0485| CJ5020 GOURLEY AZ MK                                      2675709.5 |
 QL0485| CJ5022 GOURLEY RM 2                         27.420 METERS 27124     |
 QL0485|---------------------------------------------------------------------|
 QL0485
 QL0485                          SUPERSEDED SURVEY CONTROL
 QL0485
 QL0485  NAD 83(1986)-  45 36 57.92490(N)    087 24 05.94299(W) AD(       ) 2
 QL0485  NAD 27      -  45 36 58.03300(N)    087 24 05.48900(W) AD(       ) 2
 QL0485
 QL0485.Superseded values are not recommended for survey control.
 QL0485
 QL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0485.See file dsdata.pdf to determine how the superseded data were derived.
 QL0485
 QL0485_MARKER: DS = TRIANGULATION STATION DISK
 QL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0485_STAMPING: GOURLEY 1954
 QL0485_MARK LOGO: CGS
 QL0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0485+STABILITY: SURFACE MOTION
 QL0485
 QL0485  HISTORY     - Date     Condition        Report By
 QL0485  HISTORY     - 1954     MONUMENTED       CGS
 QL0485  HISTORY     - 20010331 POOR             NGS
 QL0485
 QL0485                          STATION DESCRIPTION
 QL0485
 QL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0485'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF POWERS, 8 MILES EAST OF
 QL0485'NADEAU AND 8 MILES SOUTHWEST OF BARK RIVER ON A NORTH-SOUTH RIDGE AND
 QL0485'ALONG THE RIGHT OF WAY OF A GRAVEL ROAD.  STATION IS 31 FEET EAST OF
 QL0485'THE APPROXIMATE CENTER OF FIELD ROAD, 26 FEET NORTH OF THE APPROXIMATE
 QL0485'CENTER OF ROAD, 4 FEET SOUTH OF FENCE AND 4 FEET SOUTH OF WITNESS
 QL0485'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 QL0485'GOURLEY 1954.
 QL0485'
 QL0485'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 QL0485'ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QL0485'THE DISK IS STAMPED GOURLEY NO 1 1954.
 QL0485'
 QL0485'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF
 QL0485'ROAD AND 1 FOOT SOUTH FO FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 QL0485'THE DISK IS STAMPED GOURLEY NO 2 1954.
 QL0485'
 QL0485'AZIMUTH MARK IS 68 FEET EAST OF THE APPROXIMATE CENTER OF ROAD, 20
 QL0485'FEET SOUTH OF APPROXIMATE CENTER OF ROAD, 2.5 FEET EAST OF WITNESS
 QL0485'POST AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 QL0485'THE DISK IS STAMPED GOURLEY 1954.
 QL0485'
 QL0485'TO REACH STATION FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 QL0485'BARK RIVER GO WEST ON U.S. HIGHWAY 2 FOR 3.1 MILES TO CROSSROADS AND
 QL0485'JUNCTION OF COUNTY ROUTE 551.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE
 QL0485'551 FOR 6.1 MILES TO A SIDE ROAD RIGHT AT SCHOOL AND CHURCH.  TURN
 QL0485'RIGHT AND GO WEST ON GRAVEL ROAD FOR 1.7 MILES TO TOP OF SMALL RIDGE
 QL0485'AND STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 QL0485'
 QL0485'TO REACH AZIMUTH MARK FROM STATION CONTINUE WEST FOR 0.3 MILE TO
 QL0485'AZIMUTH MARK ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 QL0485'
 QL0485'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0485
 QL0485                          STATION RECOVERY (2001)
 QL0485
 QL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5225 ***********************************************************************
 DL5225  DESIGNATION -  GR 131
 DL5225  PID         -  DL5225
 DL5225  STATE/COUNTY-  MI/KENT
 DL5225  COUNTRY     -  US
 DL5225  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5225
 DL5225                         *CURRENT SURVEY CONTROL
 DL5225  ______________________________________________________________________
 DL5225* NAD 83(1986) POSITION- 42 59 30.31   (N) 085 40 36.02   (W)   HD_HELD1
 DL5225* NAVD 88 ORTHO HEIGHT -   187.493 (meters)      615.13  (feet) ADJUSTED
 DL5225  ______________________________________________________________________
 DL5225  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL5225  DYNAMIC HEIGHT  -        187.446 (meters)      614.98  (feet) COMP
 DL5225  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 DL5225
 DL5225  VERT ORDER      -  FIRST     CLASS II
 DL5225
 DL5225.The horizontal coordinates were determined by differentially corrected
 DL5225.hand held GPS observations or other comparable positioning techniques
 DL5225.and have an estimated accuracy of +/- 3 meters.
 DL5225
 DL5225.The orthometric height was determined by differential leveling and
 DL5225.adjusted by the NATIONAL GEODETIC SURVEY
 DL5225.in October 2009.
 DL5225
 DL5225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5225.GEOID18 height accuracy estimate available here.
 DL5225
 DL5225.Click photographs - Photos may exist for this station.
 DL5225
 DL5225.The dynamic height is computed by dividing the NAVD 88
 DL5225.geopotential number by the normal gravity value computed on the
 DL5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5225.degrees latitude (g = 980.6199 gals.).
 DL5225
 DL5225.The modeled gravity was interpolated from observed gravity values.
 DL5225
 DL5225;                    North         East    Units  Estimated Accuracy
 DL5225;SPC MI S     -   166,531.5   3,893,180.7     MT  (+/- 3 meters HH1 GPS) 
 DL5225
 DL5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0787760748(NAD 83)
 DL5225
 DL5225                          SUPERSEDED SURVEY CONTROL
 DL5225
 DL5225.No superseded survey control is available for this station.
 DL5225
 DL5225_MARKER: DD = SURVEY DISK
 DL5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5225_STAMPING: GR 131
 DL5225_MARK LOGO: MI2010
 DL5225_PROJECTION: FLUSH
 DL5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5225+STABILITY: SURFACE MOTION
 DL5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5225+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2012
 DL5225
 DL5225  HISTORY     - Date     Condition        Report By
 DL5225  HISTORY     - UNK      MONUMENTED       MIDT
 DL5225  HISTORY     - 20080506 GOOD             COLEM
 DL5225  HISTORY     - 20120512 GOOD             INDIV
 DL5225
 DL5225                          STATION DESCRIPTION
 DL5225
 DL5225'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008 (JV)
 DL5225'THE STATION IS SET IN THE SOUTHWEST QUADRANT OF RICHMOND STREET AND
 DL5225'SCRIBNER AVENUE IN THE CITY OF GRAND RAPIDS.
 DL5225'
 DL5225'THE STATION IS 30.3 FT (9.2 M) SOUTH OF A POWER POLE, 8 FT (2.4 M)
 DL5225'EAST OF CHAIN LINK FENCE, 7 FT (2.1 M) WEST OF EDGE OF CURB OF
 DL5225'SCRIBNER AVENUE, 0.75 FT (0.2 M) NORTHEAST OF ORANGE CARSONITE WITNESS
 DL5225'POST.
 DL5225
 DL5225                          STATION RECOVERY (2012)
 DL5225
 DL5225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJL)
 DL5225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NG0714 ***********************************************************************
 NG0714  DESIGNATION -  GRAAFSCHAP CHURCH STEEPLE
 NG0714  PID         -  NG0714
 NG0714  STATE/COUNTY-  MI/ALLEGAN
 NG0714  COUNTRY     -  US
 NG0714  USGS QUAD   -  HOLLAND WEST (2017)
 NG0714
 NG0714                         *CURRENT SURVEY CONTROL
 NG0714  ______________________________________________________________________
 NG0714* NAD 83(1994) POSITION- 42 45 09.28564(N) 086 08 01.37041(W)   ADJUSTED
 NG0714  ______________________________________________________________________
 NG0714  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 NG0714  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 NG0714  HORZ ORDER      -  THIRD
 NG0714
 NG0714.The horizontal coordinates were established by classical geodetic methods
 NG0714.and adjusted by the National Geodetic Survey in February 1997.
 NG0714
 NG0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0714.GEOID18 height accuracy estimate available here.
 NG0714
 NG0714.Click photographs - Photos may exist for this station.
 NG0714
 NG0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0714
 NG0714. The following values were computed from the NAD 83(1994) position.
 NG0714
 NG0714;                    North         East     Units Scale Factor Converg.
 NG0714;SPC MI S     -   140,650.965 3,855,360.172   MT  0.99990954   -1 12 09.1
 NG0714;SPC MI S     -   461,453.30 12,648,819.46   iFT  0.99990954   -1 12 09.1
 NG0714;UTM  16      - 4,733,703.571   570,892.413   MT  0.99966183   +0 35 17.1
 NG0714
 NG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7089233703(NAD 83)
 NG0714
 NG0714                          SUPERSEDED SURVEY CONTROL
 NG0714
 NG0714  NAD 83(1986)-  42 45 09.28529(N)    086 08 01.38231(W) AD(       ) 3
 NG0714  NAD 27      -  42 45 09.20000(N)    086 07 59.24000(W) AD(       ) 3
 NG0714
 NG0714.Superseded values are not recommended for survey control.
 NG0714
 NG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0714.See file dsdata.pdf to determine how the superseded data were derived.
 NG0714
 NG0714_MARKER: 90 = CHURCH SPIRE
 NG0714
 NG0714  HISTORY     - Date     Condition        Report By
 NG0714  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0714  HISTORY     - 1965     GOOD             USLS
 NG0714  HISTORY     - 19950817 GOOD             USPSQD
 NG0714
 NG0714                          STATION DESCRIPTION
 NG0714
 NG0714'DESCRIBED BY US LAKE SURVEY 1965
 NG0714'STATION RECOVERED
 NG0714
 NG0714                          STATION RECOVERY (1995)
 NG0714
 NG0714'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0613 ***********************************************************************
 QK0613  DESIGNATION -  GRACE
 QK0613  PID         -  QK0613
 QK0613  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0613  COUNTRY     -  US
 QK0613  USGS QUAD   -  BLACK LAKE BLUFFS (2017)
 QK0613
 QK0613                         *CURRENT SURVEY CONTROL
 QK0613  ______________________________________________________________________
 QK0613* NAD 83(1994) POSITION- 45 29 39.96731(N) 084 08 29.28501(W)   ADJUSTED
 QK0613* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 QK0613  ______________________________________________________________________
 QK0613  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 QK0613  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 QK0613  HORZ ORDER      -  THIRD
 QK0613
 QK0613.The horizontal coordinates were established by classical geodetic methods
 QK0613.and adjusted by the National Geodetic Survey in February 1997.
 QK0613
 QK0613.The orthometric height was scaled from a topographic map.
 QK0613
 QK0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0613.GEOID18 height accuracy estimate available here.
 QK0613
 QK0613.Click photographs - Photos may exist for this station.
 QK0613
 QK0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0613
 QK0613. The following values were computed from the NAD 83(1994) position.
 QK0613
 QK0613;                    North         East     Units Scale Factor Converg.
 QK0613;SPC MI C     -   242,022.306 6,017,602.076   MT  0.99995895   +0 09 32.7
 QK0613;SPC MI C     -   794,036.44 19,742,788.96   iFT  0.99995895   +0 09 32.7
 QK0613;UTM  16      - 5,041,853.441   723,348.469   MT  1.00021336   +2 02 22.2
 QK0613
 QK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0613!SPC MI C     -   0.99997485  x   0.99995895  =   0.99993380
 QK0613!UTM  16      -   0.99997485  x   1.00021336  =   1.00018820
 QK0613
 QK0613:                Primary Azimuth Mark                     Grid Az
 QK0613:SPC MI C     -  PHILLIPS HILL                            286 17 46.7
 QK0613:UTM  16      -  PHILLIPS HILL                            284 24 57.2
 QK0613
 QK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2334841853(NAD 83)
 QK0613
 QK0613|---------------------------------------------------------------------|
 QK0613| PID    Reference Object                     Distance      Geod. Az  |
 QK0613|                                                           dddmmss.s |
 QK0613| CH1189 GRACE RM 1                           23.141 METERS 01654     |
 QK0613| CH1190 GRACE RM 2                           26.033 METERS 12854     |
 QK0613| QK0566 PHILLIPS HILL                       APPROX. 8.2 KM 2862719.4 |
 QK0613| QK0578 OWENS LOOKOUT TOWER                 APPROX.10.9 KM 2882923.3 |
 QK0613|---------------------------------------------------------------------|
 QK0613
 QK0613                          SUPERSEDED SURVEY CONTROL
 QK0613
 QK0613  NAD 83(1986)-  45 29 39.95808(N)    084 08 29.28529(W) AD(       ) 3
 QK0613  NAD 27      -  45 29 39.91400(N)    084 08 29.23300(W) AD(       ) 3
 QK0613
 QK0613.Superseded values are not recommended for survey control.
 QK0613
 QK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0613.See file dsdata.pdf to determine how the superseded data were derived.
 QK0613
 QK0613_MARKER: DS = TRIANGULATION STATION DISK
 QK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0613_STAMPING: GRACE 1956
 QK0613_MARK LOGO: CGS
 QK0613_PROJECTION: FLUSH
 QK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0613+STABILITY: SURFACE MOTION
 QK0613
 QK0613  HISTORY     - Date     Condition        Report By
 QK0613  HISTORY     - 1956     MONUMENTED       CGS
 QK0613
 QK0613                          STATION DESCRIPTION
 QK0613
 QK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0613'THE STATION IS ABOUT 15-1/2 MILES NORTHWEST OF ROGERS CITY, 4-1/2
 QK0613'MILES EAST OF BLACK LAKE, 0.25 MILE EAST OF THE SMALL GRACE SCHOOL
 QK0613'BUILDING, ON ROAD RIGHT-OF-WAY.  IT IS 27 FEET NORTH OF THE CENTERLINE
 QK0613'OF A GRAVEL ROAD, 45 FEET SOUTHWEST OF A 14 INCH MAPLE TREE AND 10
 QK0613'FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QK0613'STAMPED GRACE 1956.
 QK0613'
 QK0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 QK0613'HIGHWAY 68 ABOUT 1 MILE SOUTHWEST OF ROGERS CITY, GO NORTHWEST ON
 QK0613'HIGHWAY 23 FOR 14.45 MILES TO THE OCQUEOC RIVER AND BRIDGE.  CONTINUE
 QK0613'NORTHWEST ON HIGHWAY 23 FOR 0.85 MILE TO A GRAVEL SIDE ROAD LEFT. TURN
 QK0613'LEFT AND GO WEST ON GRAVEL ROAD FOR 2.3 MILES TO THE STATION ON THE
 QK0613'RIGHT.
 QK0613'
 QK0613'TO REACH THE 12 RMC (USGS) BM FROM THE STATION, GO WEST ON THE GRAVEL
 QK0613'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 QK0613'
 QK0613'REFERENCE MARK 1 IS 91 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0613'ROAD, 52 FEET NORTH OF A 14 INCH MAPLE TREE AND 39 FEET SOUTHWEST OF A
 QK0613'16 INCH FIR TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0613'GRACE NO 1 1956.
 QK0613'
 QK0613'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0613'AND 2 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 QK0613'DISK IS STAMPED GRACE NO 2 1956.
 QK0613'
 QK0613'12 RMC (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 21 FEET SOUTH OF
 QK0613'THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET EAST OF A WHITE WITNESS POST
 QK0613'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS A STANDARD U.S.
 QK0613'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 12 RMC 1956 SET IN THE TOP
 QK0613'OF AN 8 BY 8 INCH CONCRETE POST THAT PROJECTS 12 INCHES.
 QK0613'
 QK0613'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1491 ***********************************************************************
 NE1491  DESIGNATION -  GRAF
 NE1491  PID         -  NE1491
 NE1491  STATE/COUNTY-  MI/WASHTENAW
 NE1491  COUNTRY     -  US
 NE1491  USGS QUAD   -  SALINE (2017)
 NE1491
 NE1491                         *CURRENT SURVEY CONTROL
 NE1491  ______________________________________________________________________
 NE1491* NAD 83(1994) POSITION- 42 08 25.23122(N) 083 50 19.71733(W)   ADJUSTED
 NE1491* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 NE1491  ______________________________________________________________________
 NE1491  GEOID HEIGHT    -        -34.496 (meters)                     GEOID18
 NE1491  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 NE1491  HORZ ORDER      -  SECOND
 NE1491
 NE1491.The horizontal coordinates were established by classical geodetic methods
 NE1491.and adjusted by the National Geodetic Survey in February 1997.
 NE1491
 NE1491.The orthometric height was scaled from a topographic map.
 NE1491
 NE1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1491.GEOID18 height accuracy estimate available here.
 NE1491
 NE1491.Click photographs - Photos may exist for this station.
 NE1491
 NE1491.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1491
 NE1491. The following values were computed from the NAD 83(1994) position.
 NE1491
 NE1491;                    North         East     Units Scale Factor Converg.
 NE1491;SPC MI S     -    71,265.355 4,043,636.377   MT  0.99999069   +0 21 33.2
 NE1491;SPC MI S     -   233,810.22 13,266,523.55   iFT  0.99999069   +0 21 33.2
 NE1491;UTM  17      - 4,669,259.478   265,404.051   MT  1.00027723   -1 54 20.0
 NE1491
 NE1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1491!SPC MI S     -   0.99996229  x   0.99999069  =   0.99995298
 NE1491!UTM  17      -   0.99996229  x   1.00027723  =   1.00023951
 NE1491
 NE1491:                Primary Azimuth Mark                     Grid Az
 NE1491:SPC MI S     -  GRAF AZ MK                               035 13 05.6
 NE1491:UTM  17      -  GRAF AZ MK                               037 28 58.8
 NE1491
 NE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6540469259(NAD 83)
 NE1491
 NE1491|---------------------------------------------------------------------|
 NE1491| PID    Reference Object                     Distance      Geod. Az  |
 NE1491|                                                           dddmmss.s |
 NE1491| CH0231 GRAF AZ MK                                         0353438.8 |
 NE1491| CH0232 GRAF RM 1                            27.914 METERS 05733     |
 NE1491| CH0233 GRAF RM 2                            30.678 METERS 20641     |
 NE1491|---------------------------------------------------------------------|
 NE1491
 NE1491                          SUPERSEDED SURVEY CONTROL
 NE1491
 NE1491  NAD 83(1986)-  42 08 25.23641(N)    083 50 19.73681(W) AD(       ) 2
 NE1491  NAD 27      -  42 08 25.08900(N)    083 50 19.94300(W) AD(       ) 2
 NE1491
 NE1491.Superseded values are not recommended for survey control.
 NE1491
 NE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1491.See file dsdata.pdf to determine how the superseded data were derived.
 NE1491
 NE1491_MARKER: DS = TRIANGULATION STATION DISK
 NE1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1491_STAMPING: GRAF 1943
 NE1491_MARK LOGO: CGS
 NE1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1491+STABILITY: SURFACE MOTION
 NE1491
 NE1491  HISTORY     - Date     Condition        Report By
 NE1491  HISTORY     - 1943     MONUMENTED       CGS
 NE1491  HISTORY     - 1969     MARK NOT FOUND   CGS
 NE1491
 NE1491                          STATION DESCRIPTION
 NE1491
 NE1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1491'THE STATION IS LOCATED ABOUT 3.5 MILES SW OF THE SMALL VILLAGE OF
 NE1491'SALINE, 0.1 MILE S OF U.S.  HIGHWAY 112, ON LAND OWNED BY CHARLES GRAF
 NE1491'AND ON THE HIGHEST POINT OF PASTURE LAND.  IT IS 24 FEET W OF A LONE
 NE1491'TRIANGULAR-BLAZED 8-INCH ASH TREE, 11.7 FEET S OF AN E-W FENCELINE,
 NE1491'AND 2.4 FEET SW OF A REFERENCE POST.  THE DISK IS STAMPED GRAF 1943.
 NE1491'
 NE1491'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1491'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1491'
 NE1491'REFERENCE MARK 1 IS 91.58 FEET E OF THE STATION, 47 FEET E OF A LONE
 NE1491'TRIANGULAR-BLAZED 8-INCH ASH TREE, AND 6 FEET S OF AN E-W FENCELINE.
 NE1491'THE DISK IS STAMPED GRAF NO 1 1943.
 NE1491'
 NE1491'REFERENCE MARK 2 IS 100.65 FEET SW OF THE STATION, 1 FOOT E OF A N-S
 NE1491'FENCELINE.  THE MARK IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 NE1491'STATION MARK.  THE DISK IS STAMPED GRAF NO 2 1943.
 NE1491'
 NE1491'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, 32.5 FEET N OF THE
 NE1491'CENTER LINE OF U.S. HIGHWAY 112, 17.7 FEET S OF AN E-W FENCELINE, AND
 NE1491'3.5 FEET W OF A REFERENCE POST.  THE DISK IS STAMPED GRAF 1943.
 NE1491'
 NE1491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 112 AND STATE
 NE1491'HIGHWAY 52 ON THE E EDGE OF CLINTON, GO E ON U.S. HIGHWAY 112 FOR 8.6
 NE1491'MILES TO THE CHARLES GRAF LARGE RED BARN ON THE RIGHT.  HERE TURN
 NE1491'RIGHT ON A FARM ROAD WHICH IS JUST E OF THE BARN AND GO S FOR 0.05
 NE1491'MILE, THENCE LEFT FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF THE
 NE1491'PASTURE AND STATION AS DESCRIBED
 NE1491'
 NE1491'TO REACH THE AZIMUTH MARK FROM THE LARGE RED BARN AND U.S.  HIGHWAY
 NE1491'112, GO E ON U.S. HIGHWAY 112 FOR 0.3 MILE AND THE AZIMUTH MARK ON THE
 NE1491'LEFT AS DESCRIBED.
 NE1491'
 NE1491'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1491
 NE1491                          STATION RECOVERY (1969)
 NE1491
 NE1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NE1491'THE AZIMUTH MARK WAS THE ONLY MARK FOUND AT THIS STATION.  THE STATION
 NE1491'MARK, REFERENCE MARK 1 AND 2 WERE TORN OUT BY THE PROPERTY OWNER MR.
 NE1491'PAUL KNOEDLER INTENTIONALLY TO CLEAR THE AREA FOR CULTIVATION.  THERE
 NE1491'IS NOTHING LEFT AT THE STATION SITE TO EVEN START SEARCHING FOR THE
 NE1491'UNDERGROUND STATION MARK IF IT IS LEFT.  THE MARKS REPORTED BY THE
 NE1491'USGS AS BEING IN THE WOODS ABOUT 300 FEET EAST OF THE STATION SITE
 NE1491'HAVE BEEN COVERED BY MORE GRADING AND COULD NOT BE FOUND.  MR. WALTER
 NE1491'GRAF WHO LIVES WEST OF THE STATION HELPED IN THE SEARCH FOR THE MARKS
 NE1491'AND HAD WARNED MR. KNOEDLER ABOUT DESTROYING THEM.  THIS STATION
 NE1491'SHOULD BE CONSIDERED AS DESTROYED.
 NE1491'
 NE1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 NE1491'SOUTHWEST OF SALINE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1753 ***********************************************************************
 NF1753  DESIGNATION -  GRAHAM
 NF1753  PID         -  NF1753
 NF1753  STATE/COUNTY-  MI/LIVINGSTON
 NF1753  COUNTRY     -  US
 NF1753  USGS QUAD   -  CORUNNA SE (2017)
 NF1753
 NF1753                         *CURRENT SURVEY CONTROL
 NF1753  ______________________________________________________________________
 NF1753* NAD 83(1994) POSITION- 42 45 03.17917(N) 084 06 07.81974(W)   ADJUSTED
 NF1753* NAVD 88 ORTHO HEIGHT -   283.2   (meters)      929.    (feet) VERTCON3
 NF1753  ______________________________________________________________________
 NF1753  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 NF1753  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NF1753  HORZ ORDER      -  FIRST
 NF1753
 NF1753.The horizontal coordinates were established by classical geodetic methods
 NF1753.and adjusted by the National Geodetic Survey in February 1997.
 NF1753
 NF1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1753
 NF1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1753.GEOID18 height accuracy estimate available here.
 NF1753
 NF1753.Click photographs - Photos may exist for this station.
 NF1753
 NF1753.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1753
 NF1753. The following values were computed from the NAD 83(1994) position.
 NF1753
 NF1753;                    North         East     Units Scale Factor Converg.
 NF1753;SPC MI S     -   138,978.650 4,021,652.070   MT  0.99990961   +0 10 48.0
 NF1753;SPC MI S     -   455,966.70 13,194,396.56   iFT  0.99990961   +0 10 48.0
 NF1753;UTM  16      - 4,737,224.254   737,157.233   MT  1.00029201   +1 58 04.8
 NF1753
 NF1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1753!SPC MI S     -   0.99996079  x   0.99990961  =   0.99987041
 NF1753!UTM  16      -   0.99996079  x   1.00029201  =   1.00025279
 NF1753
 NF1753:                Primary Azimuth Mark                     Grid Az
 NF1753:SPC MI S     -  GROSTICK                                 185 08 42.5
 NF1753:UTM  16      -  GROSTICK                                 183 21 25.7
 NF1753
 NF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3715737224(NAD 83)
 NF1753
 NF1753|---------------------------------------------------------------------|
 NF1753| PID    Reference Object                     Distance      Geod. Az  |
 NF1753|                                                           dddmmss.s |
 NF1753| NF1240 BANCROFT WATER TANK                 APPROX.14.2 KM 0124339.3 |
 NF1753| NF1252 GRAHAM RM 1                          33.068 METERS 14048     |
 NF1753| NF1275 FOWLERVILLE WATER TANK              APPROX.10.2 KM 1671442.4 |
 NF1753| NF1277 GROSTICK                            APPROX.15.3 KM 1851930.5 |
 NF1753| NF1251 GRAHAM RM 3                          16.319 METERS 24911     |
 NF1753| NF1278 PTS 3                               APPROX. 6.0 KM 2573903.3 |
 NF1753| CH0234 GRAHAM RM 2                          46.315 METERS 26649     |
 NF1753| NF1779 GRAHAM AZ MK                        434.600 METERS 2665737.6 |
 NF1753|---------------------------------------------------------------------|
 NF1753
 NF1753                          SUPERSEDED SURVEY CONTROL
 NF1753
 NF1753  NAD 83(1986)-  42 45 03.17884(N)    084 06 07.84081(W) AD(       ) 1
 NF1753  NAD 27      -  42 45 03.05450(N)    084 06 07.97022(W) AD(       ) 1
 NF1753  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 NF1753
 NF1753.Superseded values are not recommended for survey control.
 NF1753
 NF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1753.See file dsdata.pdf to determine how the superseded data were derived.
 NF1753
 NF1753_MARKER: DS = TRIANGULATION STATION DISK
 NF1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1753_STAMPING: GRAHAM 1932
 NF1753_MARK LOGO: CGS
 NF1753_PROJECTION: RECESSED 30 CENTIMETERS
 NF1753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1753+STABILITY: SURFACE MOTION
 NF1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1753+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 NF1753
 NF1753  HISTORY     - Date     Condition        Report By
 NF1753  HISTORY     - 1932     MONUMENTED       CGS
 NF1753  HISTORY     - 1934     GOOD             CGS
 NF1753  HISTORY     - 1970     GOOD             USGS
 NF1753  HISTORY     - 1971     GOOD             NGS
 NF1753  HISTORY     - 1976     GOOD             NGS
 NF1753  HISTORY     - 1980     GOOD             MIDH
 NF1753  HISTORY     - 19891019 GOOD             MIDH
 NF1753  HISTORY     - 20061220 MARK NOT FOUND   INDIV
 NF1753
 NF1753                          STATION DESCRIPTION
 NF1753
 NF1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1753'ABOUT 9 MILES SOUTH BY WEST OF BANCROFT, 8 MILES SOUTHEAST OF PERRY,
 NF1753'1-3/4 MILES SOUTH OF SHIAWASSEE- LIVINGSTON COUNTY LINE, 2-3/4 MILES
 NF1753'EAST OF LIVINGSTON-INGHAM COUNTY LINE, IN HAY FIELD ON PROPERTY
 NF1753'BELONGING TO M. T. GRAHAM.
 NF1753'
 NF1753'IT IS 47 FEET NORTH OF CENTER LINE OF EAST-AND-WEST ROAD, ABOUT 50
 NF1753'YARDS EAST OF CENTER LINE OF T-ROAD TO SOUTH, ABOUT 20 FEET NORTH OF
 NF1753'NORTH RIGHT-OF-WAY FENCE OF ROAD, AND ABOUT 250 FEET WEST OF GRAHAMS
 NF1753'HOUSE.
 NF1753'
 NF1753'TO REACH FROM BANCROFT, GO SOUTH ABOUT 2-3/4 MILES ON COUNTY ROUTE 467
 NF1753'TO JUNCTION WITH ROUTE 454, TURN RIGHT (WEST) ONTO ROUTE 467, GO 0.3
 NF1753'MILE, TURN LEFT (SOUTH) GO 3.0 MILES, TURN RIGHT, GO 1 MILE, TURN LEFT
 NF1753'(SOUTH)  GO 3.0 MILES TO ROAD TO WEST ALONG SINGLE-WIRE POLE LINE,
 NF1753'TURN RIGHT ONTO THIS ROAD, AND GO WEST 3/4 MILE TO STATION SITE ON
 NF1753'HIGHEST POINT OF RIDGE.
 NF1753'
 NF1753'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1753'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 12 INCHES BELOW SURFACE.
 NF1753'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 NF1753'NOTE 11A.
 NF1753'
 NF1753'NO. 1 PROJECTS 5 INCHES, IS 30 FEET SOUTH OF CENTER LINE OF ROAD, IN
 NF1753'NORTH EDGE OF SMALL WOODS, AND 108.52 FEET FROM STATION IN AZIMUTH 320
 NF1753'DEG 49 MIN.
 NF1753'
 NF1753'NO. 2 PROJECTS 5 INCHES, IS 40 FEET NORTH OF CENTER LINE OF ROAD, 13
 NF1753'FEET NORTH OF SOUTHWEST CORNER OF FIELD, 8 FEET EAST OF PROJECTED
 NF1753'CENTER LINE OF T-ROAD TO SOUTH, AND 148.68 FEET FROM STATION IN
 NF1753'AZIMUTH 86 DEG 49 MIN.
 NF1753'
 NF1753'AZIMUTH MARK PROJECTS 6 INCHES, IS 18 FEET SOUTH OF CENTER LINE OF
 NF1753'ROAD, 40 FEET EAST OF NORTHWEST CORNER OF WOOD LOT, 10 FEET NORTHEAST
 NF1753'OF OAK TREE, 4 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE OF ROAD, AND
 NF1753'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 86 DEG 57 MIN 41 SEC.
 NF1753
 NF1753                          STATION RECOVERY (1970)
 NF1753
 NF1753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NF1753'GRAHAM AND RMS FOUND IN GOOD CONDITION AS DESCRIBED, AZ MK SEARCHED
 NF1753'FOR BUT NOT FOUND, APPARENTLY DESTROYED.  DISTANCES CHECKED OK.  THE
 NF1753'MAIN STATION IS NOW IN A ORCHARD.
 NF1753
 NF1753                          STATION RECOVERY (1971)
 NF1753
 NF1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NF1753'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NF1753'THE AZIMUTH MARK WAS REPORTED AS NOT FOUND BUT WAS FOUND AND IN GOOD
 NF1753'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 NF1753'A NEW DESCRIPTION FOLLOWS-
 NF1753'
 NF1753'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BANCROFT, 8 MILES
 NF1753'SOUTHEAST OF PERRY, 47 FEET NORTH OF THE CENTERLINE OF VOGT RD., 7
 NF1753'FEET NORTHEAST OF A 12 INCH APPLE TREE, 17 FEET SOUTHEAST OF A 12 INCH
 NF1753'APPLE TREE AND 153 FEET EAST OF THE EXTENDED CENTERLINE OF FINLAN RD.
 NF1753'THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED GRAHAM
 NF1753'1932.  THE STATION IS LOCATED AT THE WEST EDGE OF A SMALL APPLE
 NF1753'ORCHARD.
 NF1753'
 NF1753'TO REACH THE STATION FROM THE BANCROFT FIRE DEPARTMENT IN BANCROFT, GO
 NF1753'SOUTH ON BEACH ST (WHICH BECOMES BANCROFT RD)   FOR 2.7 MILES TO A T-
 NF1753'ROAD.  TURN RIGHT AND GO WEST ON BANCROFT AND BRITTON RD. FOR 0.35
 NF1753'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON BANCROFT RD. FOR
 NF1753'3.05 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0
 NF1753'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON FOWLERSVILLE RD.
 NF1753'FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON VOGT
 NF1753'RD. FOR 0.75 MILE TO A SMALL ORCHARD ON THE RIGHT AND THE STATION AS
 NF1753'DESCRIBED.  CONTINUE WEST ON VOGT RD. FOR 0.3 MILE TO THE AZIMUTH MARK
 NF1753'ON THE LEFT.
 NF1753'
 NF1753'REFERENCE MARK 1 IS 43 FEET EAST OF A 24 INCH BEECH TREE, 1 FOOT NORTH
 NF1753'OF A METAL WITNESS POST AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 NF1753'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GRAHAM
 NF1753'NO 1 1932.
 NF1753'
 NF1753'REFERENCE MARK 2 IS 5 FEET EAST OF THE EXTENDED CENTERLINE OF FINLAN
 NF1753'RD., 14 FEET NORTH OF A FENCE CORNER AND 40 FEET NORTH OF THE
 NF1753'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 NF1753'IS STAMPED GRAHAM NO 2 1932.
 NF1753'
 NF1753'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 NF1753'NORTH OF A FENCE, 42 FEET EAST OF A FENCE CORNER, 20 FEET SOUTH OF THE
 NF1753'CENTERLINE OF THE ROAD AND 12 FEET NORTHEAST OF A 30 INCH OAK TREE.
 NF1753'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GRAHAM 1932
 NF1753'AZIMUTH.
 NF1753'
 NF1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 NF1753'NORTHWEST OF FOWLERSVILLE
 NF1753'
 NF1753'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1753
 NF1753                          STATION RECOVERY (1976)
 NF1753
 NF1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1753'RM 1 TO RM 2 OBSTRUCTED BY CROP.
 NF1753'
 NF1753'RM 2 TO RM 3 OBSTRUCTED BY CROP.
 NF1753'
 NF1753'RM 2 OBSERVATIONS ARE 1971 OBSERVATION MADE BY L. F. S.  THIS PARTY
 NF1753'WAS UNABLE TO MEASURE OR MAKE OBSERVATIONS DUE TO A CORN CROP.
 NF1753'
 NF1753'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 NF1753'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 NF1753'COULD NOT BE CHECKED DUE TO A CORN CROP ON LINE.  THE AZIMUTH MARK IS
 NF1753'NO LONGER VISIBLE AS THERE ARE TREES ON LINE.  THERE IS NO SUITABLE
 NF1753'LOCATION FOR A NEW AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1
 NF1753'CHECKED THE 1971 DATA ADEQUATELY.  DUE TO THE PROXIMITY OF THE STATION
 NF1753'TO AN APPLE ORCHARD, REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT
 NF1753'THIS TIME.  FOR THE ROUTE TO REACH THE STATION AND A COMPLETE
 NF1753'DESCRIPTION, SEE THE DESCRIPTION FOR GRAHAM RM 3.
 NF1753'
 NF1753'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1753'
 NF1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. SE OF PERRY.
 NF1753'
 NF1753'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NF1753
 NF1753                          STATION RECOVERY (1980)
 NF1753
 NF1753'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LC)
 NF1753'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS AND AZIMUTH
 NF1753'MARK WERE NOT SEARCHED FOR AT THIS TIME.
 NF1753
 NF1753                          STATION RECOVERY (1989)
 NF1753
 NF1753'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1753'THIS STATION IS LOCATED IN QUAD. 420841, ABOUT 9.0 MI (14.5 KM)
 NF1753'SOUTHWEST OF BANCROFT, 8.0 MI (12.9 KM) SOUTHEAST OF PERRY, IN A SMALL
 NF1753'APPLE ORCHARD AND ON PROPERTY OWNED BY MR. KREEGER OF 9152 VOGT. ROAD,
 NF1753'FOWLERVILLE, MICHIGAN 48836.
 NF1753'
 NF1753'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND THE AZIMUTH MARK WAS
 NF1753'RECOVERED IN GOOD CONDITION.  IT IS LOCATED 47.0 FT (14.3 M) NORTH OF
 NF1753'VOGT RD., 7.0 FT (2.1 M) NORTHEAST OF A 13 INCH APPLE TREE AND 153.0
 NF1753'FT (46.6 M) EAST OF THE EXTENDED CENTERLINE OF FINLAND RD.  THE
 NF1753'MONUMENT IS APPROXIMATELY 14 INCHES BELOW THE GROUND SURFACE.
 NF1753'
 NF1753'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1753'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1753'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 2.7 MI (4.3 KM) TO A T-ROAD
 NF1753'INTERSECTION. TURN RIGHT AND GO WEST ON BRITTON RD. FOR 0.35 MI
 NF1753'(0.56 KM) TO A SIDE ROAD TO THE LEFT (BANCROFT RD. SOUTH)  TURN LEFT
 NF1753'AND GO SOUTH ON BANCROFT RD. FOR 3.1 MI (5.0 KM) TO A T-ROAD
 NF1753'INTERSECTION. TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0 MI (1.6 KM)
 NF1753'TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON FOWLERVILLE RD. FOR 3.0
 NF1753'MI (4.8 KM) TO A SIDE ROAD LEFT (VOGT RD.)  TURN RIGHT AND GO WEST ON
 NF1753'VOGT RD. FOR 0.75 MI (1.21 KM) TO A SMALL APPLE ORCHARD ON THE RIGHT
 NF1753'AND STATION AS DESCRIBED ABOVE.
 NF1753
 NF1753                          STATION RECOVERY (2006)
 NF1753
 NF1753'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NF1753'DESTROYED WHEN ORCHARD WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0711 ***********************************************************************
 QK0711  DESIGNATION -  GRAHAM
 QK0711  PID         -  QK0711
 QK0711  STATE/COUNTY-  MI/EMMET
 QK0711  COUNTRY     -  US
 QK0711  USGS QUAD   -  HARBOR SPRINGS (2017)
 QK0711
 QK0711                         *CURRENT SURVEY CONTROL
 QK0711  ______________________________________________________________________
 QK0711* NAD 83(1994) POSITION- 45 28 24.46663(N) 084 57 00.73133(W)   ADJUSTED
 QK0711* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) SCALED
 QK0711  ______________________________________________________________________
 QK0711  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 QK0711  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 QK0711  HORZ ORDER      -  SECOND
 QK0711
 QK0711.The horizontal coordinates were established by classical geodetic methods
 QK0711.and adjusted by the National Geodetic Survey in February 1997.
 QK0711
 QK0711.The orthometric height was scaled from a topographic map.
 QK0711
 QK0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0711.GEOID18 height accuracy estimate available here.
 QK0711
 QK0711.Click photographs - Photos may exist for this station.
 QK0711
 QK0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0711
 QK0711. The following values were computed from the NAD 83(1994) position.
 QK0711
 QK0711;                    North         East     Units Scale Factor Converg.
 QK0711;SPC MI C     -   239,831.202 5,954,372.923   MT  0.99995549   -0 24 44.0
 QK0711;SPC MI C     -   786,847.78 19,535,344.24   iFT  0.99995549   -0 24 44.0
 QK0711;UTM  16      - 5,037,591.981   660,218.766   MT  0.99991562   +1 27 42.0
 QK0711
 QK0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0711!SPC MI C     -   0.99994250  x   0.99995549  =   0.99989799
 QK0711!UTM  16      -   0.99994250  x   0.99991562  =   0.99985812
 QK0711
 QK0711:                Primary Azimuth Mark                     Grid Az
 QK0711:SPC MI C     -  RIDGE                                    161 30 26.7
 QK0711:UTM  16      -  RIDGE                                    159 38 00.7
 QK0711
 QK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6021837591(NAD 83)
 QK0711
 QK0711|---------------------------------------------------------------------|
 QK0711| PID    Reference Object                     Distance      Geod. Az  |
 QK0711|                                                           dddmmss.s |
 QK0711| QK0699 RIDGE                               APPROX.17.3 KM 1610542.7 |
 QK0711| QK0708 ACW P 66 USED TOWER                 APPROX.17.1 KM 1622502.8 |
 QK0711| QK0719 PETOSKEY HOWES LEATHER CO TANK      APPROX. 9.5 KM 1631319.7 |
 QK0711| CH1193 GRAHAM RM 3                          27.047 METERS 17821     |
 QK0711| QK0714 PETOSKEY CO CTHSE CLOCK TOWER       APPROX.10.9 KM 1805925.5 |
 QK0711| QK0701 PETOSKEY ST FRANCIS XAVIER CH       APPROX.11.3 KM 1820241.2 |
 QK0711| QK0715 PETOSKEY BREAKWATER LIGHT           APPROX.10.4 KM 1845326.6 |
 QK0711| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX.14.1 KM 1851947.2 |
 QK0711| QK0698 PETOSKEY RAD STA KQA 780 MAST       APPROX.11.5 KM 1895049.1 |
 QK0711| QK0716 LITTLE TRAVERSE LIGHT               APPROX. 6.4 KM 1995305.3 |
 QK0711| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX.12.8 KM 2033008.2 |
 QK0711| CH1191 GRAHAM RM 1                          22.847 METERS 21421     |
 QK0711| CH1192 GRAHAM RM 2                          22.904 METERS 30511     |
 QK0711|---------------------------------------------------------------------|
 QK0711
 QK0711                          SUPERSEDED SURVEY CONTROL
 QK0711
 QK0711  NAD 83(1986)-  45 28 24.46167(N)    084 57 00.73215(W) AD(       ) 2
 QK0711  NAD 27      -  45 28 24.42800(N)    084 57 00.54000(W) AD(       ) 2
 QK0711
 QK0711.Superseded values are not recommended for survey control.
 QK0711
 QK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0711.See file dsdata.pdf to determine how the superseded data were derived.
 QK0711
 QK0711_MARKER: DS = TRIANGULATION STATION DISK
 QK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0711_STAMPING: GRAHAM 1956
 QK0711_MARK LOGO: CGS
 QK0711_PROJECTION: FLUSH
 QK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0711+STABILITY: SURFACE MOTION
 QK0711
 QK0711  HISTORY     - Date     Condition        Report By
 QK0711  HISTORY     - 1956     MONUMENTED       CGS
 QK0711
 QK0711                          STATION DESCRIPTION
 QK0711
 QK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0711'THE STATION IS ABOUT 8 MILES NORTH OF PETOSKEY, ABOUT 4 MILES NORTH OF
 QK0711'HARBOR SPRINGS, ABOUT 10 MILES SOUTHWEST OF PELLSTON ON A HIGH RIDGE
 QK0711'THAT IS HEAVILY COVERED WITH TIMBER AND ON THE PROPERTY OF DR. FRANK
 QK0711'A. GRAHAM.  IT IS 18 FEET NORTH OF THE CENTER-LINE OF A WOODS ROAD, 6
 QK0711'FEET NORTHEAST OF A WHITE WITNESS POST, 21 FEET NORTHWEST OF A 10 INCH
 QK0711'BASSWOOD TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 22 FEET
 QK0711'SOUTHEAST OF A 10 INCH TWIN MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 QK0711'SOUTH SIDE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRAHAM 1956.
 QK0711'
 QK0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND M 131
 QK0711'ABOUT 1 MILE NORTH OF PETOSKEY, GO NORTH AND WEST ON M 131 FOR 4.65
 QK0711'MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 QK0711'ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND GO NORTH ON PAVED
 QK0711'ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD AND THE END OF THE PAVEMENT.
 QK0711'CONTINUE NORTH ON GRAVEL ROAD FOR 0.95 MILE TO A SAND ROAD STRAIGHT
 QK0711'AHEAD AND THE GRAVEL ROAD TURNS EASTERLY.  (SIGN ON THE LEFT, SKI
 QK0711'HARBOR HIGHLANDS).  CONTINUE NORTH ON SAND ROAD FOR ABOUT 50 FEET.
 QK0711'TURN LEFT AND GO WESTERLY ON SAND ROAD FOR 0.2 MILE TO A FRAME HOUSE
 QK0711'ON THE RIGHT JUST AFTER ENTERING THE WOODS.  CONTINUE WESTERLY ON
 QK0711'WOODS ROAD FOR 0.05 MILE TO A FORK.  KEEP LEFT FORK AND CONTINUE
 QK0711'WESTERLY UP HILL FOR 0.15 MILE TO A SAND ROAD RIGHT.  CONTINUE
 QK0711'WESTERLY UP HILL FOR 0.8 MILE TO THE MARK ON THE RIGHT.  (A 4 WHEEL
 QK0711'DRIVE TRUCK WILL BE NECESSARY IN WET WEATHER).
 QK0711'
 QK0711'REFERENCE MARK 1 IS 58 FEET SOUTHWEST OF THE CENTERLINE OF THE WOODS
 QK0711'ROAD, 69 FEET SOUTHWEST OF A WHITE WITNESS POST AND 5 FEET NORTHWEST
 QK0711'OF A 8 INCH BASSWOOD TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.
 QK0711'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAHAM NO 1 1956.
 QK0711'
 QK0711'REFERENCE MARK 2 IS 50 FEET NORTH OF THE CENTERLINE OF THE WOODS ROAD,
 QK0711'54 FEET NORTHWEST OF A 10 INCH TWIN MAPLE TREE WITH A TRIANGULAR BLAZE
 QK0711'ON THE SOUTH SIDE AND 74 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 QK0711'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GRAHAM NO 2 1956.
 QK0711'
 QK0711'REFERENCE MARK 3 IS 52 FEET SOUTHWEST OF THE CENTERLINE OF THE WOODS
 QK0711'ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A 6
 QK0711'INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.  THE MARK
 QK0711'PROJECTS 2 INCHES AND THE DISK IS STAMPED GRAHAM NO 3 1956.
 QK0711'
 QK0711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1779 ***********************************************************************
 NF1779  DESIGNATION -  GRAHAM AZ MK
 NF1779  PID         -  NF1779
 NF1779  STATE/COUNTY-  MI/LIVINGSTON
 NF1779  COUNTRY     -  US
 NF1779  USGS QUAD   -  CORUNNA SE (2017)
 NF1779
 NF1779                         *CURRENT SURVEY CONTROL
 NF1779  ______________________________________________________________________
 NF1779* NAD 83(1994) POSITION- 42 45 02.43192(N) 084 06 26.90319(W)   ADJUSTED
 NF1779* NAVD 88 ORTHO HEIGHT -   275.7   (meters)      905.    (feet) VERTCON3
 NF1779  ______________________________________________________________________
 NF1779  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 NF1779  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 NF1779  HORZ ORDER      -  SECOND
 NF1779
 NF1779.The horizontal coordinates were established by classical geodetic methods
 NF1779.and adjusted by the National Geodetic Survey in February 1997.
 NF1779
 NF1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1779
 NF1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1779.GEOID18 height accuracy estimate available here.
 NF1779
 NF1779.Click photographs - Photos may exist for this station.
 NF1779
 NF1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1779
 NF1779. The following values were computed from the NAD 83(1994) position.
 NF1779
 NF1779;                    North         East     Units Scale Factor Converg.
 NF1779;SPC MI S     -   138,954.244 4,021,218.195   MT  0.99990961   +0 10 35.0
 NF1779;SPC MI S     -   455,886.63 13,192,973.08   iFT  0.99990961   +0 10 35.0
 NF1779;UTM  16      - 4,737,186.308   736,724.165   MT  1.00028948   +1 57 51.8
 NF1779
 NF1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1779!SPC MI S     -   0.99996197  x   0.99990961  =   0.99987158
 NF1779!UTM  16      -   0.99996197  x   1.00028948  =   1.00025144
 NF1779
 NF1779:                Primary Azimuth Mark                     Grid Az
 NF1779:SPC MI S     -  GRAHAM                                   086 46 49.6
 NF1779:UTM  16      -  GRAHAM                                   084 59 32.8
 NF1779
 NF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3672437186(NAD 83)
 NF1779
 NF1779|---------------------------------------------------------------------|
 NF1779| PID    Reference Object                     Distance      Geod. Az  |
 NF1779|                                                           dddmmss.s |
 NF1779| NF1753 GRAHAM                              434.600 METERS 0865724.6 |
 NF1779| NF1251 GRAHAM RM 3                         419.091 METERS 0873817.2 |
 NF1779|---------------------------------------------------------------------|
 NF1779
 NF1779                          SUPERSEDED SURVEY CONTROL
 NF1779
 NF1779  NAD 83(1986)-  42 45 02.43162(N)    084 06 26.92432(W) AD(       ) 2
 NF1779  NGVD 29 (08/17/92)  275.9    (m)          905.     (f) VERT ANG       
 NF1779
 NF1779.Superseded values are not recommended for survey control.
 NF1779
 NF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1779.See file dsdata.pdf to determine how the superseded data were derived.
 NF1779
 NF1779_MARKER: DR = REFERENCE MARK DISK
 NF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1779_STAMPING: GRAHAM 1932 AZIMUTH
 NF1779_MARK LOGO: CGS
 NF1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1779+STABILITY: SURFACE MOTION
 NF1779
 NF1779  HISTORY     - Date     Condition        Report By
 NF1779  HISTORY     - 1932     MONUMENTED       CGS
 NF1779
 NF1779                          STATION DESCRIPTION
 NF1779
 NF1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1779'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF PERRY, 6.7 MI
 NF1779'(10.8 KM) NORTH-NORTHEAST OF WEBBERVILLE AND 6.5 MI (10.5 KM)
 NF1779'NORTH-NORTHWEST OF FOWLERVILLE.
 NF1779'
 NF1779'TO REACH FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT THE JUNCTION
 NF1779'OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO SOUTH ON BEACH
 NF1779'ST. (BANCROFT ROAD) FOR 2.7 MI (4.3 KM) TO A T-ROAD INTERSECTION.
 NF1779'TURN RIGHT AND GO WEST ON BRITTON ROAD FOR 0.35 MI (0.56 KM) TO A SIDE
 NF1779'ROAD TO THE LEFT (BANCROFT ROAD.  SOUTH)   TURN LEFT AND GO SOUTH ON
 NF1779'BANCROFT ROAD FOR 3.1 MI (5.0 KM) TO A T-ROAD INTERSECTION.  TURN
 NF1779'RIGHT AND GO WEST ON BRADEN ROAD FOR 1.0 MI (1.6 KM) TO A SIDE ROAD
 NF1779'LEFT.  TURN LEFT AND GO SOUTH ON FOWLERVILLE ROAD FOR 3.0 MI (4.8 KM)
 NF1779'TO A SIDE ROAD LEFT (VOGT RD.) TURN RIGHT AND GO WEST ON VOGT ROAD FOR
 NF1779'1.0 MI (1.6 KM) TO THE MARK ON THE LEFT.
 NF1779'
 NF1779'THE AZIMUTH MARK IS 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST, 3
 NF1779'FT (0.9 M) NORTH OF A FENCE, 42 FT (12.8 M) EAST OF A FENCE CORNER, 20
 NF1779'FT (6.1 M) SOUTH OF THE CENTERLINE OF THE ROAD AND 12 FT (3.7 M)
 NF1779'NORTHEAST OF A 30 INCH (76 CM) OAK TREE.  THE MONUMENT PROJECTS 6
 NF1779'INCHES (15 CM)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1252 ***********************************************************************
 NF1252  DESIGNATION -  GRAHAM RM 1
 NF1252  PID         -  NF1252
 NF1252  STATE/COUNTY-  MI/LIVINGSTON
 NF1252  COUNTRY     -  US
 NF1252  USGS QUAD   -  CORUNNA SE (2017)
 NF1252
 NF1252                         *CURRENT SURVEY CONTROL
 NF1252  ______________________________________________________________________
 NF1252* NAD 83(1994) POSITION- 42 45 02.34870(N) 084 06 06.90078(W)   ADJUSTED
 NF1252* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 NF1252  ______________________________________________________________________
 NF1252  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 NF1252  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NF1252  HORZ ORDER      -  SECOND
 NF1252
 NF1252.The horizontal coordinates were established by classical geodetic methods
 NF1252.and adjusted by the National Geodetic Survey in February 1997.
 NF1252
 NF1252.The orthometric height was scaled from a topographic map.
 NF1252
 NF1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1252.GEOID18 height accuracy estimate available here.
 NF1252
 NF1252.Click photographs - Photos may exist for this station.
 NF1252
 NF1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1252
 NF1252. The following values were computed from the NAD 83(1994) position.
 NF1252
 NF1252;                    North         East     Units Scale Factor Converg.
 NF1252;SPC MI S     -   138,953.092 4,021,673.047   MT  0.99990962   +0 10 48.6
 NF1252;SPC MI S     -   455,882.85 13,194,465.38   iFT  0.99990962   +0 10 48.6
 NF1252;UTM  16      - 4,737,199.353   737,179.005   MT  1.00029213   +1 58 05.4
 NF1252
 NF1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1252!SPC MI S     -   0.99996101  x   0.99990962  =   0.99987064
 NF1252!UTM  16      -   0.99996101  x   1.00029213  =   1.00025313
 NF1252
 NF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3717937199(NAD 83)
 NF1252
 NF1252                          SUPERSEDED SURVEY CONTROL
 NF1252
 NF1252  NAD 83(1986)-  42 45 02.34826(N)    084 06 06.92196(W) AD(       ) 2
 NF1252  NAD 27      -  42 45 02.22416(N)    084 06 07.05160(W) AD(       ) 2
 NF1252
 NF1252.Superseded values are not recommended for survey control.
 NF1252
 NF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1252.See file dsdata.pdf to determine how the superseded data were derived.
 NF1252
 NF1252_MARKER: DR = REFERENCE MARK DISK
 NF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1252_STAMPING: GRAHAM NO 1 1932
 NF1252_MARK LOGO: CGS
 NF1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1252+STABILITY: SURFACE MOTION
 NF1252
 NF1252  HISTORY     - Date     Condition        Report By
 NF1252  HISTORY     - 1932     MONUMENTED       CGS
 NF1252
 NF1252                          STATION DESCRIPTION
 NF1252
 NF1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1252'STATION MARK IS 43 FEET EAST OF A 24 INCH BEECH TREE, 1 FOOT NORTH
 NF1252'OF A METAL WITNESS POST AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 NF1252'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NF1252'GRAHAM NO 1 1932.
 NF1252'
 NF1252'TO REACH STATION GRAHAM RM 3  FROM THE JUNCTION OF STATE HIGHWAYS 43
 NF1252'AND 52 AND NORTH GRAND AVENUE IN FOWLERVILLE, GO NORTH ON NORTH GRAND
 NF1252'AVENUE, (WHICH BECOMES FOWLERVILLE ROAD,) FOR 5.8 MILES TO A T-ROAD
 NF1252'JUNCTION, TURN LEFT AND GO WEST ON MOHRLE ROAD FOR 1.3 MILES TO A
 NF1252'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FINLAN ROAD FOR 0.5
 NF1252'MILE TO A T-ROAD JUNCTION, TURN RIGHT AND GO EAST ON VOGT ROAD FOR
 NF1252'100 FEET TO THE STATION ON THE LEFT.
 NF1252'
 NF1252'THE STATION MARK IS A STANDARD DISK, STAMPED GRAHAM NO 1 1932, SET
 NF1252'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1252'5 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF
 NF1252'VOGT ROAD, 40 FEET EAST OF A 2 FOOT THICK BEECH TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1251 ***********************************************************************
 NF1251  DESIGNATION -  GRAHAM RM 3
 NF1251  PID         -  NF1251
 NF1251  STATE/COUNTY-  MI/LIVINGSTON
 NF1251  COUNTRY     -  US
 NF1251  USGS QUAD   -  CORUNNA SE (2017)
 NF1251
 NF1251                         *CURRENT SURVEY CONTROL
 NF1251  ______________________________________________________________________
 NF1251* NAD 83(2011) POSITION- 42 45 02.99224(N) 084 06 08.49172(W)   ADJUSTED
 NF1251* NAD 83(2011) ELLIP HT-   249.931 (meters)        (06/27/12)   ADJUSTED
 NF1251* NAD 83(2011) EPOCH   -  2010.00
 NF1251* NAVD 88 ORTHO HEIGHT -   283.1   (meters)      929.    (feet) GPS OBS
 NF1251  ______________________________________________________________________
 NF1251  NAVD 88 orthometric height was determined with an earlier geoid model
 NF1251  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 NF1251  NAD 83(2011) X  -    482,004.672 (meters)                     COMP
 NF1251  NAD 83(2011) Y  - -4,666,141.557 (meters)                     COMP
 NF1251  NAD 83(2011) Z  -  4,307,386.384 (meters)                     COMP
 NF1251  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NF1251
 NF1251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1251  Standards:
 NF1251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1251  -------------------------------------------------------------------
 NF1251  NETWORK    1.78   2.61           0.56   0.84   1.33      0.04355541
 NF1251  -------------------------------------------------------------------
 NF1251  Click here for local accuracies and other accuracy information.
 NF1251
 NF1251.The horizontal coordinates were established by GPS observations
 NF1251.and adjusted by the National Geodetic Survey in June 2012.
 NF1251
 NF1251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1251.been affixed to the stable North American tectonic plate. See 
 NF1251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1251
 NF1251.The horizontal coordinates are valid at the epoch date displayed above
 NF1251.which is a decimal equivalence of Year/Month/Day.
 NF1251
 NF1251.The orthometric height was determined by GPS observations and a
 NF1251.high-resolution geoid model.
 NF1251
 NF1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1251.GEOID18 height accuracy estimate available here.
 NF1251
 NF1251.Click photographs - Photos may exist for this station.
 NF1251
 NF1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1251
 NF1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1251
 NF1251.The ellipsoidal height was determined by GPS observations
 NF1251.and is referenced to NAD 83.
 NF1251
 NF1251. The following values were computed from the NAD 83(2011) position.
 NF1251
 NF1251;                    North         East     Units Scale Factor Converg.
 NF1251;SPC MI S     -   138,972.835 4,021,636.808   MT  0.99990961   +0 10 47.5
 NF1251;SPC MI S     -   455,947.62 13,194,346.48   iFT  0.99990961   +0 10 47.5
 NF1251;UTM  16      - 4,737,217.962   737,142.154   MT  1.00029192   +1 58 04.3
 NF1251
 NF1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1251!SPC MI S     -   0.99996081  x   0.99990961  =   0.99987042
 NF1251!UTM  16      -   0.99996081  x   1.00029192  =   1.00025271
 NF1251
 NF1251:                Primary Azimuth Mark                     Grid Az
 NF1251:SPC MI S     -  WARNER                                   234 40 46.4
 NF1251:UTM  16      -  WARNER                                   232 53 29.6
 NF1251
 NF1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3714237217(NAD 83)
 NF1251
 NF1251|---------------------------------------------------------------------|
 NF1251| PID    Reference Object                     Distance      Geod. Az  |
 NF1251|                                                           dddmmss.s |
 NF1251| NF1240 BANCROFT WATER TANK                 APPROX.14.2 KM 0124656.6 |
 NF1251| NF1753 GRAHAM                               16.319 METERS 06911     |
 NF1251| NF1252 GRAHAM RM 1                          41.232 METERS 11845     |
 NF1251| NF1279 WARNER                              APPROX.24.0 KM 2345133.9 |
 NF1251| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX.12.4 KM 2673701.4 |
 NF1251| NF1779 GRAHAM AZ MK                        419.091 METERS 2673829.7 |
 NF1251| CH0234 GRAHAM RM 2                                        27616     |
 NF1251| NF1253 PERRY WATER TANK                    APPROX.12.5 KM 3103918.0 |
 NF1251| NF1263 PERRY GRAND TRUNK MICROWAVE         APPROX.12.7 KM 3122037.6 |
 NF1251| NF1274 MORRICE BELL MICROWAVE              APPROX.17.8 KM 3443457.7 |
 NF1251|---------------------------------------------------------------------|
 NF1251
 NF1251                          SUPERSEDED SURVEY CONTROL
 NF1251
 NF1251  NAD 83(2007)-  42 45 02.99222(N)    084 06 08.49250(W) AD(2002.00) 0
 NF1251  ELLIP H (02/10/07)  249.959  (m)                       GP(2002.00)    
 NF1251  ELLIP H (07/17/02)  249.992  (m)                       GP(       ) 4 1
 NF1251  NAD 83(1994)-  42 45 02.99126(N)    084 06 08.49013(W) AD(       ) 1
 NF1251  ELLIP H (02/03/97)  250.045  (m)                       GP(       ) 4 1
 NF1251  NAD 83(1986)-  42 45 02.99091(N)    084 06 08.51158(W) AD(       ) 1
 NF1251  NAD 27      -  42 45 02.86665(N)    084 06 08.64061(W) AD(       ) 1
 NF1251  NGVD 29 (08/17/92)  283.3    (m)  UNKNOWN  model used  GPS OBS        
 NF1251  NGVD 29 (07/19/86)  283.2    (m)          929.     (f) VERT ANG       
 NF1251
 NF1251.Superseded values are not recommended for survey control.
 NF1251
 NF1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1251.See file dsdata.pdf to determine how the superseded data were derived.
 NF1251
 NF1251_MARKER: DR = REFERENCE MARK DISK
 NF1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1251_STAMPING: GRAHAM 1932 NO 3 1976
 NF1251_MARK LOGO: NGS
 NF1251_PROJECTION: RECESSED 46 CENTIMETERS
 NF1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1251+STABILITY: SURFACE MOTION
 NF1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1251+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 NF1251
 NF1251  HISTORY     - Date     Condition        Report By
 NF1251  HISTORY     - 1976     MONUMENTED       NGS
 NF1251  HISTORY     - 1976     GOOD             NGS
 NF1251  HISTORY     - 1981     GOOD             MIDH
 NF1251  HISTORY     - 19891019 GOOD             MIDH
 NF1251  HISTORY     - 19901211 GOOD             MIDH
 NF1251  HISTORY     - 19910108 GOOD
 NF1251  HISTORY     - 20061220 GOOD             INDIV
 NF1251
 NF1251                          STATION DESCRIPTION
 NF1251
 NF1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1251'STATION IS ABOUT 9 MILES SOUTHWEST OF BANCROFT, 8 MILES SOUTHEAST OF
 NF1251'PERRY, ON PROPERTY OWNED BY RICHARD KREEGER, WHO LIVES AT THE FIRST
 NF1251'HOUSE EAST OF THE STATION AND WHOSE PHONE NUMBER IS 468-3301.
 NF1251'
 NF1251'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 52,
 NF1251'AND NORTH GRAND AVENUE IN FOWLERVILLE, GO NORTH ON NORTH GRAND
 NF1251'AVENUE, (WHICH BECOMES FOWLERVILLE ROAD,) FOR 5.8 MILES TO A T-ROAD
 NF1251'JUNCTION, TURN LEFT AND GO WEST ON MOHRLE ROAD FOR 1.3 MILES TO A
 NF1251'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FINLAN ROAD FOR 0.5
 NF1251'MILE TO A T-ROAD JUNCTION, TURN RIGHT AND GO EAST ON VOGT ROAD FOR
 NF1251'100 FEET TO THE STATION ON THE LEFT.
 NF1251'
 NF1251'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED GRAHAM
 NF1251'1932 NO 3 1976.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NF1251'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES UNDERGROUND.  IT IS
 NF1251'28.5 FEET NORTH OF THE CENTER OF VOGT ROAD, 20.0 FEET NORTHWEST OF
 NF1251'A WITNESS POST AND FENCE CORNER POST AND 17 FEET WEST OF A BOARD
 NF1251'FENCE.  UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 NF1251'OF CONCRETE 44 INCHES BELOW THE GROUND.
 NF1251'
 NF1251'GRAHAM 1932 IS A STANDARD DISK, STAMPED GRAHAM 1932, SET IN THE TOP
 NF1251'OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 NF1251'THE GROUND.  IT IS 155 FEET EAST OF THE EXTENDED CENTER LINE OF
 NF1251'FINLAN ROAD, 47 FEET NORTH OF THE CENTER OF VOGT ROAD, 16 FEET
 NF1251'SOUTHEAST OF A 14 INCH APPLE TREE AND 7 FEET NORTHEAST OF A 14
 NF1251'INCH APPLE TREE.
 NF1251'
 NF1251'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAHAM NO 1 1932, SET
 NF1251'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1251'5 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF
 NF1251'VOGT ROAD, 40 FEET EAST OF A 2 FOOT THICK BEECH TREE.
 NF1251'
 NF1251'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAHAM NO 2 1932, SET
 NF1251'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1251'WITH THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER OF VOGT ROAD
 NF1251'AND 14 FEET NORTH OF A FENCE CORNER.
 NF1251'
 NF1251'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GRAHAM 1932
 NF1251'AZIMUTH.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1251'MONUMENT THAT PROJECTS 5 INCHES, IS 40 FEET EAST OF A FENCE CORNER
 NF1251'AND 20 FEET SOUTH OF THE CENTER OF VOGT ROAD.  MARK IS NO LONGER
 NF1251'VISIBLE FROM EITHER THE TOWER OR THE GROUND AND THERE WAS NO
 NF1251'SUITABLE LOCATION FOR A NEW ONE.
 NF1251'
 NF1251'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1251'
 NF1251'NEAREST TOWN--PERRY.
 NF1251'
 NF1251'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 NF1251
 NF1251                          STATION RECOVERY (1976)
 NF1251
 NF1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1251'RECOVERED IN GOOD CONDITION.
 NF1251
 NF1251                          STATION RECOVERY (1981)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (LC)
 NF1251'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NF1251'CONDITION.
 NF1251
 NF1251                          STATION RECOVERY (1989)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1251'THIS STATION IS LOCATED IN QUAD. 420841, ABOUT 9.0 MI (14.5 KM)
 NF1251'SOUTHWEST OF BANCROFT, 8.0 MI (12.9 KM) SOUTHEAST OF PERRY, JUST AT
 NF1251'THE WEST SIDE OF A SMALL APPLE ORCHARD AND ON PROPERTY OWNED BY MR.
 NF1251'KREEGER OF 9152 VOGT. ROAD, FOWLERVILLE, MICHIGAN 48836.  THE STATION
 NF1251'MARK WAS RECOVERED ABOUT 14 INCHES BELOW GROUND IN GOOD CONDITION. IT
 NF1251'IS LOCATED 28.5 FT (8.7 M) NORTH OF VOGT RD., 20.0 FT (6.1 M)
 NF1251'NORTHWEST OF A METAL WITNES POST, 17.0 FT (5.2 M) WEST OF A BOARD
 NF1251'FENCE.  THE MONUMENT IS APPROXIMATELY 14 INCHES BELOW THE GROUND
 NF1251'SURFACE.
 NF1251'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1251'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1251'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 2.7 MI (4.3 KM) TO A T-ROAD
 NF1251'INTERSECTION. TURN RIGHT AND GO WEST ON BRITTON RD. FOR 0.35 MI
 NF1251'(0.56 KM) TO A SIDE ROAD TO THE LEFT (BANCROFT RD. SOUTH). TURN LEFT
 NF1251'AND GO SOUTH ON BANCROFT RD. FOR 3.1 MI (5.0 KM) TO A T-ROAD
 NF1251'INTERSECTION. TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0 MI
 NF1251'(1.6 KM) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON FOWLERVILLE
 NF1251'RD. FOR 3.0 MI (4.8 KM) TO A SIDE ROAD LEFT (VOGT RD.). TURN RIGHT
 NF1251'AND GO WEST ON VOGT RD. FOR 0.75 MI (1.21 KM) TO A SMALL APPLE
 NF1251'ORCHARD ON THE RIGHT AND STATION AS DESCRIBED ABOVE.
 NF1251
 NF1251                          STATION RECOVERY (1990)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF1251'STATION IS LOCATED IN QUAD 420841, IN THE N0RTHEAST 1/4 OF SECTION 9,
 NF1251'T-4-N, R-3-E, CONWAY TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 9
 NF1251'MILES SOUTHWEST OF BANCROFT, 8 MILES SOUTHEAST OF PERRY, AT THE WEST
 NF1251'SIDE OF A SMALL APPLE ORCHARD AND ON PROPERTY OWNED BY MR. KREEGER OF
 NF1251'1952 VOGT ROAD, FOWLERVILLE, MICHIGAN 48836 AND ON THE CORUNNA
 NF1251'QUADRANGLE MAP.
 NF1251'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1251'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1251'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 4.3 KM (2.7 MI) TO A T-ROAD
 NF1251'(BRITTON ROAD) INTERSECTION.  TURN RIGHT AND GO WEST ON BRITTON ROAD
 NF1251'FOR 0.56 KM (0.35 MI) TO A SIDE ROAD TO THE LEFT, A T-ROAD (BARDEN
 NF1251'ROAD) INTERSECTION.  TURN LEFT AND GO WEST ON BARDEN ROAD FOR 1.6 KM
 NF1251'(1.0 MI) TO A SIDE ROAD (FOWLERVILLE ROAD) ON LEFT.  TURN LEFT AND GO
 NF1251'SOUTH ON FOWLERVILLE ROAD FOR 4.8 KM (3.0 MI) TO VOGT ROAD.  TURN
 NF1251'RIGHT AND GO WEST ON VOGT ROAD FOR 1.21 KM (0.75 MI) TO A SMALL APPLE
 NF1251'ORCHARD ON THE RIGHT AND STATION IS 28.5 FT (8.7 M) NORTH OF ROAD.
 NF1251'THE STATION WAS RECOVERED ABOUT 14 INCHES BELOW GROUND IN GOOD
 NF1251'CONDITION.  IT IS LOCATED 8.7 M (28.5 FT) NORTH OF VOGT ROAD, 6.1 M
 NF1251'(20.0 FT) NORTHWEST OF A METAL WITNESS POST, 5.2 M (17.1 FT) WEST OF
 NF1251'A BOARD FENCE.  THE MONUMENT IS APPROXIMATELY 14 INCHES BELOW THE
 NF1251'GROUND SURFACE.
 NF1251
 NF1251                          STATION RECOVERY (1991)
 NF1251
 NF1251'RECOVERED 1991
 NF1251'RECOVERED IN GOOD CONDITION.
 NF1251
 NF1251                          STATION RECOVERY (2006)
 NF1251
 NF1251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NF1251'FOUND 12 INCHES DEEP IN GOOD CONDITION.
 NF1251'
 NF1251'NEW WITNESSES
 NF1251'N 80 DEGREES EAST, 67.8 FEET, 6 INCH WOOD FENCE POST
 NF1251'N 80 DEGREES WEST, 53.9 FEET, 12 INCH POPLAR
 NF1251'22 FEET NORTH OF EDGE OF GRAVEL
 NF1251'19.6 FEET NORTHWEST OF CARSONITE POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1119 ***********************************************************************
 NF1119  DESIGNATION -  GRAND
 NF1119  PID         -  NF1119
 NF1119  STATE/COUNTY-  MI/CLINTON
 NF1119  COUNTRY     -  US
 NF1119  USGS QUAD   -  WACOUSTA (2017)
 NF1119
 NF1119                         *CURRENT SURVEY CONTROL
 NF1119  ______________________________________________________________________
 NF1119* NAD 83(2011) POSITION- 42 47 06.19456(N) 084 40 05.06606(W)   ADJUSTED
 NF1119* NAD 83(2011) ELLIP HT-   227.534 (meters)        (06/27/12)   ADJUSTED
 NF1119* NAD 83(2011) EPOCH   -  2010.00
 NF1119* NAVD 88 ORTHO HEIGHT -   261.154 (meters)      856.80  (feet) ADJUSTED
 NF1119  ______________________________________________________________________
 NF1119  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 NF1119  NAD 83(2011) X  -    435,668.928 (meters)                     COMP
 NF1119  NAD 83(2011) Y  - -4,668,086.346 (meters)                     COMP
 NF1119  NAD 83(2011) Z  -  4,310,162.188 (meters)                     COMP
 NF1119  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 NF1119  DYNAMIC HEIGHT  -        261.081 (meters)      856.56  (feet) COMP
 NF1119  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 NF1119
 NF1119  VERT ORDER      -  FIRST     CLASS II
 NF1119
 NF1119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF1119  Standards:
 NF1119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF1119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF1119  -------------------------------------------------------------------
 NF1119  NETWORK    0.37   0.86           0.17   0.12   0.44      0.04017647
 NF1119  -------------------------------------------------------------------
 NF1119  Click here for local accuracies and other accuracy information.
 NF1119
 NF1119.The horizontal coordinates were established by GPS observations
 NF1119.and adjusted by the National Geodetic Survey in June 2012.
 NF1119
 NF1119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF1119.been affixed to the stable North American tectonic plate. See 
 NF1119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF1119
 NF1119.The horizontal coordinates are valid at the epoch date displayed above
 NF1119.which is a decimal equivalence of Year/Month/Day.
 NF1119
 NF1119.The orthometric height was determined by differential leveling and
 NF1119.adjusted by the NATIONAL GEODETIC SURVEY
 NF1119.in June 1991.
 NF1119
 NF1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1119.GEOID18 height accuracy estimate available here.
 NF1119
 NF1119.Click photographs - Photos may exist for this station.
 NF1119
 NF1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1119
 NF1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1119
 NF1119.The ellipsoidal height was determined by GPS observations
 NF1119.and is referenced to NAD 83.
 NF1119
 NF1119.The dynamic height is computed by dividing the NAVD 88
 NF1119.geopotential number by the normal gravity value computed on the
 NF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1119.degrees latitude (g = 980.6199 gals.).
 NF1119
 NF1119.The modeled gravity was interpolated from observed gravity values.
 NF1119
 NF1119. The following values were computed from the NAD 83(2011) position.
 NF1119
 NF1119;                    North         East     Units Scale Factor Converg.
 NF1119;SPC MI S     -   142,784.425 3,975,339.778   MT  0.99990839   -0 12 18.4
 NF1119;SPC MI S     -   468,452.84 13,042,453.34   iFT  0.99990839   -0 12 18.4
 NF1119;UTM  16      - 4,739,583.115   690,736.809   MT  1.00004760   +1 35 04.0
 NF1119
 NF1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1119!SPC MI S     -   0.99996432  x   0.99990839  =   0.99987271
 NF1119!UTM  16      -   0.99996432  x   1.00004760  =   1.00001192
 NF1119
 NF1119:                Primary Azimuth Mark                     Grid Az
 NF1119:SPC MI S     -  GRAND AZ MK                              277 47 46.2
 NF1119:UTM  16      -  GRAND AZ MK                              276 00 23.8
 NF1119
 NF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9073639583(NAD 83)
 NF1119
 NF1119|---------------------------------------------------------------------|
 NF1119| PID    Reference Object                     Distance      Geod. Az  |
 NF1119|                                                           dddmmss.s |
 NF1119| NF1439 DEWITT TWP TANK                     APPROX. 7.8 KM 0595833.7 |
 NF1119| NF1702 GRAND RM 1                           28.955 METERS 09813     |
 NF1119| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 2.5 KM 1000943.6 |
 NF1119| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 5.5 KM 1005811.4 |
 NF1119| NF1431 LANSING N MUN TANK                  APPROX.10.2 KM 1024955.0 |
 NF1119| NF1432 LANSING MOTOR WHEEL TANK            APPROX.11.0 KM 1095525.1 |
 NF1119| NF1497 LANSING AMER MARSH PUMPS TK         APPROX.11.3 KM 1131803.4 |
 NF1119| NF1488 LANSING CITY WATER LIGHT STACK      APPROX.11.2 KM 1194935.3 |
 NF1119| NF1485 LANSING FISHER BODY TANK            APPROX. 8.7 KM 1261005.7 |
 NF1119| NF1499 LANSING DIAMOND REO W TANK          APPROX.12.3 KM 1275758.4 |
 NF1119| NF1489 LANSING CITY PWR PLANT CEN STK      APPROX.11.7 KM 1291333.0 |
 NF1119| NF1480 LANSING DELTA TWP TANK              APPROX. 7.4 KM 1480904.3 |
 NF1119| NF1481 LANSING GM PARTS DIV TANK           APPROX. 9.2 KM 1502653.3 |
 NF1119| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 9.8 KM 1573632.0 |
 NF1119| NF1529 VORTAC LANSING LAN                  APPROX. 7.9 KM 1974709.8 |
 NF1119| NF1468 GRAND AZ MK                         APPROX. 0.6 KM 2773527.8 |
 NF1119| NF1699 GRAND AZ MK 2                       APPROX. 0.7 KM 2774253.4 |
 NF1119| NF1703 GRAND RM 2                           27.954 METERS 34315     |
 NF1119|---------------------------------------------------------------------|
 NF1119
 NF1119                          SUPERSEDED SURVEY CONTROL
 NF1119
 NF1119  NAD 83(2007)-  42 47 06.19492(N)    084 40 05.06708(W) AD(2002.00) 0
 NF1119  ELLIP H (02/10/07)  227.543  (m)                       GP(2002.00)    
 NF1119  NAD 83(1994)-  42 47 06.19488(N)    084 40 05.06736(W) AD(       ) 1
 NF1119  ELLIP H (10/15/03)  227.540  (m)                       GP(       ) 4 1
 NF1119  ELLIP H (07/17/02)  227.587  (m)                       GP(       ) 4 1
 NF1119  NAD 83(1994)-  42 47 06.19498(N)    084 40 05.06872(W) AD(       ) 1
 NF1119  ELLIP H (02/03/97)  227.640  (m)                       GP(       ) 4 1
 NF1119  NAD 83(1986)-  42 47 06.19323(N)    084 40 05.08649(W) AD(       ) 1
 NF1119  NAD 27      -  42 47 06.06801(N)    084 40 05.14556(W) AD(       ) 1
 NF1119  NAVD 88             261.15   (m)          856.8    (f) LEVELING    3  
 NF1119  NGVD 29 (??/??/92)  261.286  (m)          857.24   (f) ADJ UNCH    2 2
 NF1119  NGVD 29             261.29   (m)          857.2    (f) LEVELING    3  
 NF1119  NGVD 29             261.28   (m)          857.2    (f) LEVELING    3  
 NF1119
 NF1119.Superseded values are not recommended for survey control.
 NF1119
 NF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1119.See file dsdata.pdf to determine how the superseded data were derived.
 NF1119
 NF1119_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1119_STAMPING: GRAND 1976
 NF1119_MARK LOGO: NGS
 NF1119_PROJECTION: RECESSED 3 CENTIMETERS
 NF1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1119+STABILITY: SURFACE MOTION
 NF1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1119+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2015
 NF1119
 NF1119  HISTORY     - Date     Condition        Report By
 NF1119  HISTORY     - 1976     MONUMENTED       NGS
 NF1119  HISTORY     - 1976     GOOD             NGS
 NF1119  HISTORY     - 1978     GOOD             NGS
 NF1119  HISTORY     - 1980     GOOD             MIDH
 NF1119  HISTORY     - 19820415 GOOD             NGS
 NF1119  HISTORY     - 19821113 GOOD             NGS
 NF1119  HISTORY     - 19901127 GOOD             MIDH
 NF1119  HISTORY     - 19921113 GOOD             NGS
 NF1119  HISTORY     - 19981203 GOOD             NGS
 NF1119  HISTORY     - 19990408 GOOD             NGS
 NF1119  HISTORY     - 20030817 GOOD             NGS
 NF1119  HISTORY     - 20060524 GOOD             MIDT
 NF1119  HISTORY     - 20070203 MARK NOT FOUND   USPSQD
 NF1119  HISTORY     - 20150801 GOOD             NGS
 NF1119  HISTORY     - 20160527 GOOD             INDIV
 NF1119
 NF1119                          STATION DESCRIPTION
 NF1119
 NF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1119'THE STATION IS LOCATED 7 MILES NORTHWEST OF DOWNTOWN LANSING, 5
 NF1119'MILES NORTHEAST OF GRAND LEDGE, 0.2 MILE EAST OF THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 96 AND GRAND RIVER AVENUE, ON ROAD RIGHT-OF-WAY,
 NF1119'IN WEEDS, IN A FLAT AREA ALONG SIDE A HIGHWAY ON-RAMP, IN THE
 NF1119'SOUTHEAST 1/4 OF SECTION 28.  T 5 N, R 3 W.
 NF1119'
 NF1119'TO REACH THE STATION FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND
 NF1119'GRAND RIVER AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.2 MILE TO
 NF1119'THE ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN TURN
 NF1119'LEFT ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE
 NF1119'RIGHT-OF-WAY FENCE 0.05 MILE TO THE STATION ON THE LEFT.
 NF1119'
 NF1119'STATION MARKS ARE STANDARD DISK STAMPED GRAND 1976.  THE SURFACE
 NF1119'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1119'THAT IS 1 INCH BELOW GROUND.  IT IS 152 FEET NORTHWEST OF THE EAST
 NF1119'END OF THE MEDIAN FORMED BY THE RAMP AND GRAND RIVER AVENUE, 82
 NF1119'FEET NORTH OF THE CENTER OF THE RAMP, 52.5 FEET SOUTH OF A METAL
 NF1119'WITNESS POST IN THE FENCE LINE, AND 18 YARDS EAST OF A SMALL
 NF1119'CLUSTER OF SMALL TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 NF1119'AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1119'
 NF1119'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAND NO 1 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 6.5 FEET EAST-SOUTHEAST OF A 4-INCH TREE
 NF1119'IN THE FENCE LINE, 3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 NF1119'IN THE FENCE LINE, AND 1 FOOT SOUTH OF THE FENCE.
 NF1119'
 NF1119'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAND NO 2 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 20 YARDS NORTH OF THE CLUSTER OF SMALL
 NF1119'TREES, 22 FEET WEST OF A 7-INCH TREE, AND 1 FOOT SOUTH OF THE
 NF1119'FENCE.
 NF1119'
 NF1119'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1976, IS SET IN THE
 NF1119'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1119'THE GROUND.  IT IS 5, FEET SOUTH OF THE EASTBOUND LANE OF GRAND
 NF1119'RIVER AVENUE, 36 FEET NORTHWEST OF A VEE FORMED BY TWO ON-RAMPS TO
 NF1119'THE INTERSTATE HIGHWAY, 35.5 FEET SOUTHEAST OF A ROUND SEWER
 NF1119'DRAIN, AND 4.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 NF1119'
 NF1119'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAND RIVER
 NF1119'AVENUE FOR 0.3 MILE TO A SMALL GRASSY TRIANGLE ON THE LEFT AT THE
 NF1119'ON-RAMPS FOR THE INTERSTATE HIGHWAY AND THE MARK IN THE
 NF1119'TRIANGLE.
 NF1119'
 NF1119'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1119'
 NF1119'NEAREST TOWN--GRAND LEDGE.
 NF1119'
 NF1119'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 NF1119
 NF1119                          STATION RECOVERY (1976)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1119'RECOVERED IN GOOD CONDITION.
 NF1119
 NF1119                          STATION RECOVERY (1978)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 NF1119'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NF1119'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 NF1119'
 NF1119'THE STATION IS LOCATED 7 MILES NORTHWEST OF DOWNTOWN LANSING, 5
 NF1119'MILES NORTHEAST OF GRAND LEDGE, 0.2 MILE EAST OF THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 96 AND GRAND RIVER AVENUE, ON ROAD RIGHT-OF-WAY,
 NF1119'IN WEEDS, IN A FLAT AREA ALONG SIDE A HIGHWAY ON-RAMP, IN THE
 NF1119'SE 1/4 OF SECTION 28.  T 5 N, R 3 W.
 NF1119'
 NF1119'TO REACH THE STATION FROM THE OVERPASS AT INTERSTATE HIGHWAY 96
 NF1119'AND GRAND RIVER AVENUE, GO EAST FOR 0.2 MILE (ON GRAND RIVER AVENUE)
 NF1119'TO THE ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN
 NF1119'LEFT ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE
 NF1119'RIGHT-OF-WAY FENCE 0.05 MILE TO THE STATION ON THE LEFT.
 NF1119'
 NF1119'STATION MARKS ARE STANDARD DISKS STAMPED GRAND 1976.  THE SURFACE
 NF1119'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1119'THAT IS 1 INCH BELOW GROUND LEVEL.  IT IS 152 FEET NORTHWEST
 NF1119'OF THE EAST END OF THE MEDIAN FORMED BY THE RAMP AND GRAND RIVER
 NF1119'AVENUE, 82 FEET NORTH OF THE CENTER OF THE RAMP, 52.5 FEET SOUTH
 NF1119'OF A METAL WITNESS POST IN THE FENCE LINE, AND 18 YARDS EAST OF A
 NF1119'SMALL CLUSTER OF SMALL TREES.  THE UNDERGROUND DISK IS SET IN TOP
 NF1119'OF AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1119'
 NF1119'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAND NO 1 1976, IS SET IN
 NF1119'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 NF1119'IT IS 6.5 FEET EAST-SOUTHEAST OF A 4-INCH TREE IN THE FENCE LINE, 3
 NF1119'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF
 NF1119'A FENCE.
 NF1119'
 NF1119'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAND NO 2 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 20 YARDS NORTH OF THE CLUSTER OF SMALL
 NF1119'TREES, 22 FEET WEST OF A 7-INCH TREE, AND 1 FOOT SOUTH OF THE
 NF1119'FENCE.
 NF1119'
 NF1119'AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1976, IS SET IN THE TOP
 NF1119'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1119'GROUND.  IT IS 58 FEET SOUTH OF THE EASTBOUND LANE OF GRAND RIVER
 NF1119'AVENUE, 36 FEET NORTHWEST OF A VEE FORMED BY TWO ON-RAMPS TO THE
 NF1119'INTERSTATE HIGHWAY, 35.5 FEET SOUTHEAST OF A ROUND SEWER DRAIN,
 NF1119'AND 4.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 NF1119'
 NF1119'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON GRAND RIVER
 NF1119'AVENUE FOR 0.3 MILE TO MARK ON THE LEFT IN SMALL TRIANGLE.
 NF1119'
 NF1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 NF1119'GRAND LEDGE.
 NF1119'
 NF1119'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 NF1119
 NF1119                          STATION RECOVERY (1980)
 NF1119
 NF1119'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1119'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION . THE DISTANCES FROM THE STATION MARK TO REFERENCE MARKS 1
 NF1119'AND 2 WERE CHECKED AND FOUND TO BE CORRECT.  NO MEASUREMENT BETWEEN
 NF1119'REFERENCE MARKS DUE TO BRUSH ON LINE.  AZIMUTH MARK NOT RECOVERED.
 NF1119
 NF1119                          STATION RECOVERY (1982)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NF1119'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AT THIS TIME DUE TO NEW
 NF1119'ROAD CONSTRUCTION AND A NEW AZIMUTH NO 2 WAS ESTABLISHED AT THIS
 NF1119'TIME.  THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS CHECKED THE
 NF1119'OLD DATA.  DUE TO THE GROWTH OF UNDER BRUSH A AND TREES ON LINE THE
 NF1119'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT CHECKED AT
 NF1119'THIS TIME.  REFERENCE MARK DISKS WERE USED INSTEAD OF AZIMUTH MARKS
 NF1119'DISKS FOR THE NEW AZIMUTH, DUE TO THE FACT I WAS OUT OF AZIMUTH MARK
 NF1119'DISKS.
 NF1119'STATION IS LOCATED IN QUAD. 420844, 11.3 KM (7.0 MI) NORTHWEST OF
 NF1119'DOWNTOWN LANSING, 8.0 KM (5.0 MI) NORTHEAST OF GRAND LEDGE, 0.32 KM
 NF1119'(0.20 MI) EAST OF THE JUNCTION OF INTERTSTATE HIGHWAY 96 AND GRAND
 NF1119'RIVER AVENUE, ON ROAD RIGHT-OF-WAY, IN WEEDS IN A FLAT AREA ALONG
 NF1119'SIDE A HIGHWAY ON-RAMP, IN THE SOUTHEAST 1/4 OF SEC. 28, T-5-N,
 NF1119'R-3-W.
 NF1119'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NF1119'AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.35 KM (0.22 MI) TO THE
 NF1119'ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN RURN LEFT
 NF1119'ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE RIGHT-OF-WAY
 NF1119'FENCE 0.08 KM (0.05 MI) TO THE STATION LEFT.
 NF1119'A NEW TO REACH FOR THE AZIMUTH MARK FOLLOWS.  TO REACH THE AZIMUTH
 NF1119'MARK FROM THE STATION CONTINUE WEST ON NORTH GRAND RIVER AVENUE FOR
 NF1119'0.72 KM (0.45 MI) TO JUST BEFORE DIVIDED HIGHWAY ENDS AND THE MARK ON
 NF1119'THE LEFT BY A FENCE LINE.  THERE IS AN UNDERGROUND DISK SET INTO AN
 NF1119'IRREGULAR MASS OF CONCRETE ABOUT 1.1 M (3.6 FT) BELOW THE GROUND
 NF1119'SURFACE.  IT IS LOCATED 31.852 M (104.501 FT) SOUTH-SOUTHWEST FROM
 NF1119'THE CENTER OF THE EAST BOUND LANE OF NORTH GRAND RIVER AVENUE, 0.671
 NF1119'M (2.201 FT) NORTH-NORTHEAST FROM A NORTH - SOUTH FENCE LINE, 0.579 M
 NF1119'(1.900 FT) NORTHWEST FROM A METAL WITNESS POST AND 0.457 M
 NF1119'(1.499 FT) SOUTHEAST FROM A METAL WITNESS POST.
 NF1119'A TRAVERSE CONNECTION WAS MADE TO THE NEW AZIMUTH USING ELECTRONIC
 NF1119'DISTANCE MEASURING EQUIPMENT.
 NF1119'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 M (4.9 FT) .
 NF1119'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1119
 NF1119                          STATION RECOVERY (1982)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NF1119'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AT THIS TIME DUE TO NEW
 NF1119'ROAD CONSTRUCTION AND A NEW AZIMUTH NO 2 WAS ESTABLISHED AT THIS TIME.
 NF1119'THE DISTANCE AND DIRECTION TO RMS 1 AND 2 CHECKED THE OLD DATA.  DUE
 NF1119'THE GROWTH OF UNDER BRUSH A TREES ON LINE THE DISTANCE FROM RM 1 TO RM
 NF1119'2 WAS NOT CHECKED AT THIS TIME.  REFERENCE MARK DISKS WERE USED
 NF1119'INSTEAD OF AZIMUTH MARK DISKS DUE TO THE FACT I WAS OUT OF AZIMUTH
 NF1119'MARK DISKS.  THE DESCRIPTION TO THE STATION IS STILL ADEQUATE AND
 NF1119'CORRECT.  A NEW TO REACH IS WRITTEN FOR THE AZIMUTH.
 NF1119'A TRAVERSE CONNECTION WAS MADE TO THE NEW AZIMUTH MARK USING
 NF1119'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1119'
 NF1119'THE STATION IS A STANDARD NGS DISK STAMPED---GRAND 1976---, SET INTO
 NF1119'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NF1119'FLUSH WITH GROUND. THE STATION IS LOCATED 24.994 METERS (82.001 FT)
 NF1119'NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF THE N-BOUND ENTRANCE
 NF1119'RAMP OF I-96, 16.276 METERS (53.399 FT) SOUTH-SOUTHWEST FROM A METAL
 NF1119'WITNESS POST SET IN A FENCE LINE, 12.192 METERS (40.000 FT) NORTH FROM
 NF1119'A UTILITY POLE AND 1.219 METERS (3.999 FT) SOUTH-SOUTHWEST FROM A
 NF1119'METAL WITNESS POST.
 NF1119'
 NF1119'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--GRAND NO 1 1976-,
 NF1119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NF1119'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 1.920 METERS
 NF1119'(6.299 FT) SOUTHEAST FROM A 8-INCH OAK TREE, 0.853 METERS (2.799 FT)
 NF1119'WEST-NORTHWEST FROM A METAL WITNESS POST AND 0.305 METERS (1.001 FT)
 NF1119'SOUTHWEST FROM A EAST-WEST FENCE LINE, AND 0.31 METERS (1.02 FT)
 NF1119'HIGHER THAN THE STATION.
 NF1119'
 NF1119'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--GRAND NO 2 1976--,
 NF1119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 NF1119'DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED 6.096 METERS
 NF1119'(20.000 FT) WEST-NORTHWEST FROM A 12 INCH OAK TREE, 18.532 METERS
 NF1119'(60.800 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST SET IN FENCE
 NF1119'LINE AND 0.305 METERS (1.001 FT) SOUTHWEST FROM THE EAST WEST FENCE
 NF1119'POST, AND 0.31 METERS (1.02 FT) LOWER THAN THE STATION.
 NF1119'
 NF1119'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK REFERENCE MARK DISK
 NF1119'STAMPED--GRAND 1976 AZIMUTH NO 2 1982--, SET INTO THE TOP OF A ROUND
 NF1119'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH THE
 NF1119'GROUND.  THE STATION IS LOCATED 31.9 METERS (104.7 FT) SOUTH
 NF1119'SOUTHWEST FROM THE CENTER OF THE EAST BOUND LANE OF NORTH GRAND
 NF1119'RIVER AVE, 0.7 METERS (2.3 FT) NORTH-NORTHEEAST FROM A NORTH SOUTH
 NF1119'FENCE LINE, 0.6 METERS (2.0 FT) NORTHWEST FROM A METAL WITNESS POST
 NF1119'AND 0.5 METER (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST.  TO
 NF1119'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON NORTH
 NF1119'GRAND RIVER AVENUE FOR 0.45 MILE (0.72 KM) TO JUST BEFORE DIVIDED
 NF1119'HIGHWAY ENDS AND THE MARK ON THE LEFT BY A FENCE LINE.  THERE IS AN
 NF1119'UNDERGROUND DISK SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 42
 NF1119'INCHES METERS BELOW THE GROUND STAMPED--GRAND AZIMUTH NO 2 1982--.
 NF1119
 NF1119                          STATION RECOVERY (1990)
 NF1119
 NF1119'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF1119'STATION IS LOCATED IN QUAD. 420844, INSIDE THE LARGE TRIANGULAR AREA
 NF1119'OF THE NORTHERN INTERSECTION OF INTERSTATE 69/US HIGHWAY 27 (EXIT 81
 NF1119'WESTBOUND) AND INTERSTATE 96 (EXIT 91).  STATION IS 6-3/4 MILES
 NF1119'NORTHWEST OF THE STATE CAPITOL BUILDING.  IT IS ON THE
 NF1119'NORTH-NORTHEAST SIDE OF GRAND RIVER AVENUE, 0.2 MI (0.3 KM)
 NF1119'EAST-SOUTHEAST OF INTERSTATE 96 CROSSING (EXIT 91) OF GRAND RIVER
 NF1119'AVENUE, 0.16 MI (0.26 KM) WEST-NORTHWEST OF INTERSTATE HIGHWAY 69
 NF1119'CROSSING OF GRAND RIVER AVENUE, 0.1 MI (0.2 KM) WEST-NORTHWEST OF THE
 NF1119'INTERSECTION OF FRANCIS ROAD, NORTHWEST ACROSS FROM 7305 WEST GRAND
 NF1119'RIVER AVENUE, 160.1 FT (48.8 M) NORTH-NORTHEAST OF CENTER OF GRAND
 NF1119'RIVER AVENUE, 41.3 FT (12.6 M) NORTH-NORTHEAST FROM A WIRE FENCE,
 NF1119'40.4 FT (12.3 M) NORTH-NORTHEAST FROM A TELEPHONE POLE, 65.9 FT
 NF1119'(20.1 M) NORTHWEST FROM RIGHT-OF-WAY MARKER 101 19043, 95 FT
 NF1119'(29.0 M) WEST-NORTHWEST FROM REFERENCE MARK NO. 1 AND 3.9 FT (1.2 M)
 NF1119'SOUTHWEST FROM A METAL WITNESS POST.
 NF1119'DESCRIBED BY MIDH.
 NF1119
 NF1119                          STATION RECOVERY (1992)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1119'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1119'NORTHWESTERLY ALONG NORTH AND GRAND RIVER AVENUES, 0.3 KM (0.20 MI)
 NF1119'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 45.2 M (148.3
 NF1119'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 29.0
 NF1119'M (95.1 FT) WEST-NORTHWEST OF REFERENCE MARK 1, 12.1 M (39.7 FT)
 NF1119'NORTH-NORTHEAST OF A UTILITY POLE, 1.1 M (3.6 FT) SOUTHWEST OF A
 NF1119'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 NF1119'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1119
 NF1119                          STATION RECOVERY (1998)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 NF1119'OTHER ALIASES INCLUDE DOD 0937-2 AND NN 432. STATION IS INSIDE THE
 NF1119'LARGE TRIANGULAR AREA OF THE NORTHERN INTERSECTION OF INTERSTATE 69/US
 NF1119'27 (EXIT 81 WESTBOUND) AND INTERSTATE 96 (EXIT 91) .  STATION IS 6.75
 NF1119'MI (10.86 KM) NW OF STATE CAPITOL.  STATION IS ON NNE SIDE OF GRAND
 NF1119'RIVER AVENUE, 0.20 MI (0.32 KM) ESE OF I-96 (EXIT 91) OF GRAND RIVER
 NF1119'AVENUE, 0.16 MI (0.26 KM) WNW OF I-69 CROSSING OF GRAND RIVER AVENUE,
 NF1119'0.10 MI (0.16 KM) WNW OF INTERSECTION WITH FRANCIS ROAD, NW ACROSS
 NF1119'FROM 7305 WEST GRAND RIVER AVENUE (ABANDONED WHITE SHACK) , 48.8 M
 NF1119'(160.1 FT) NNE OF CENTER OF GRAND RIVER AVENUE, 12.6 M (41.3 FT) NNE
 NF1119'OF WIRE FENCE, 12.3 M (40.4 FT) NNE OF TELEPHONE POLE, 20.1 M (65.9
 NF1119'FT) NW OF RIGHT-OF-WAY MARKER 101 19043, 29 M (95.1 FT) WNW OF RM 1,
 NF1119'AND 1.2 M (3.9 FT) SW OF METAL WITNESS POST.  DISK IS SET IN TOP OF
 NF1119'0.3 M (1.0 FT) CIRCULAR CONCRETE POST SET FLUSH WITH GROUND.  CHISELED
 NF1119'ARROW POINTS NORTH.  THERE IS AN UNDERGROUND MARK.
 NF1119
 NF1119                          STATION RECOVERY (1999)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1119'RECOVERED AS DESCRIBED.
 NF1119
 NF1119                          STATION RECOVERY (2003)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 NF1119'RECOVERED AS DESCRIBED.
 NF1119'
 NF1119
 NF1119                          STATION RECOVERY (2006)
 NF1119
 NF1119'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (AWS)
 NF1119'RECOVERED AS DESCRIBED.
 NF1119
 NF1119                          STATION RECOVERY (2007)
 NF1119
 NF1119'RECOVERY NOTE BY US POWER SQUADRON 2007 (DT)
 NF1119'MARK NOT FOUND.
 NF1119
 NF1119                          STATION RECOVERY (2015)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 NF1119'RECOVERED IN GOOD CONDITION.
 NF1119
 NF1119                          STATION RECOVERY (2016)
 NF1119
 NF1119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 NF1119'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1239 ***********************************************************************
 RJ1239  DESIGNATION -  GRAND
 RJ1239  PID         -  RJ1239
 RJ1239  STATE/COUNTY-  MI/LUCE
 RJ1239  COUNTRY     -  US
 RJ1239  USGS QUAD   -  GRAND MARAIS NE (2017)
 RJ1239
 RJ1239                         *CURRENT SURVEY CONTROL
 RJ1239  ______________________________________________________________________
 RJ1239* NAD 83(1994) POSITION- 46 37 36.03992(N) 085 50 03.26009(W)   ADJUSTED
 RJ1239* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 RJ1239  ______________________________________________________________________
 RJ1239  GEOID HEIGHT    -        -35.876 (meters)                     GEOID18
 RJ1239  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 RJ1239  HORZ ORDER      -  SECOND
 RJ1239
 RJ1239.The horizontal coordinates were established by classical geodetic methods
 RJ1239.and adjusted by the National Geodetic Survey in February 1997.
 RJ1239
 RJ1239.The orthometric height was scaled from a topographic map.
 RJ1239
 RJ1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1239.GEOID18 height accuracy estimate available here.
 RJ1239
 RJ1239.Click photographs - Photos may exist for this station.
 RJ1239
 RJ1239.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1239
 RJ1239. The following values were computed from the NAD 83(1994) position.
 RJ1239
 RJ1239;                    North         East     Units Scale Factor Converg.
 RJ1239;SPC MI N     -   205,535.190 8,089,268.487   MT  0.99992056   +0 50 33.4
 RJ1239;SPC MI N     -   674,328.05 26,539,594.77   iFT  0.99992056   +0 50 33.4
 RJ1239;UTM  16      - 5,164,339.502   589,242.745   MT  0.99969789   +0 50 50.8
 RJ1239
 RJ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1239!SPC MI N     -   0.99996329  x   0.99992056  =   0.99988386
 RJ1239!UTM  16      -   0.99996329  x   0.99969789  =   0.99966120
 RJ1239
 RJ1239:                Primary Azimuth Mark                     Grid Az
 RJ1239:SPC MI N     -  LUCE                                     186 21 32.8
 RJ1239:UTM  16      -  LUCE                                     186 21 15.4
 RJ1239
 RJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8924264339(NAD 83)
 RJ1239
 RJ1239|---------------------------------------------------------------------|
 RJ1239| PID    Reference Object                     Distance      Geod. Az  |
 RJ1239|                                                           dddmmss.s |
 RJ1239| CH1196 GRAND RM 1                           26.491 METERS 09200     |
 RJ1239| RJ1237 LAKE SUPERIOR WEST LOOKOUT TWR      APPROX.13.5 KM 0945714.8 |
 RJ1239| RJ1241 LUCE                                APPROX.12.2 KM 1871206.2 |
 RJ1239| CH1197 GRAND RM 2                           22.649 METERS 21031     |
 RJ1239|---------------------------------------------------------------------|
 RJ1239
 RJ1239                          SUPERSEDED SURVEY CONTROL
 RJ1239
 RJ1239  NAD 83(1986)-  46 37 36.03406(N)    085 50 03.25684(W) AD(       ) 2
 RJ1239  NAD 27      -  46 37 36.07576(N)    085 50 02.68295(W) AD(       ) 2
 RJ1239
 RJ1239.Superseded values are not recommended for survey control.
 RJ1239
 RJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1239.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1239
 RJ1239_MARKER: DS = TRIANGULATION STATION DISK
 RJ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1239_STAMPING: GRAND 1965
 RJ1239_MARK LOGO: CGS
 RJ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1239+STABILITY: SURFACE MOTION
 RJ1239
 RJ1239  HISTORY     - Date     Condition        Report By
 RJ1239  HISTORY     - 1965     MONUMENTED       CGS
 RJ1239
 RJ1239                          STATION DESCRIPTION
 RJ1239
 RJ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1239'STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF GRAND MARAIS, 4 MILES SOUTH
 RJ1239'OF LAKE SUPERIOR AND ON PROPERTY OF THE CLEVELAND CLIFFS IRON CO.
 RJ1239'
 RJ1239'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARAIS, GO EASTERLY
 RJ1239'ON GRAND MARAIS AVENUE, EVERETT AVENUE AND A GRAVELED ROAD FOR 5.85
 RJ1239'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON A
 RJ1239'GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO
 RJ1239'EASTERLY ON A GRAVELED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT.  TURN
 RJ1239'RIGHT AND GO EASTERLY AND SOUTH ON A SAND ROAD FOR 0.8 MILE TO A TRACK
 RJ1239'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR 0.7 MILE
 RJ1239'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY ON A TRACK ROAD
 RJ1239'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RJ1239'
 RJ1239'STATION MARKS ARE STANDARD DISKS STAMPED GRAND 1965.  THE SURFACE DISK
 RJ1239'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 6
 RJ1239'FEET NORTHWEST OF A METAL WITNESS POST, 19 FEET SOUTHWEST OF AN 8 INCH
 RJ1239'TRIANGULAR BLAZED MAPLE TREE, 20 FEET NORTH OF THE CENTER OF A TRACK
 RJ1239'ROAD AND 47 FEET EAST OF A 15 INCH MAPLE TREE.  THE UNDERGROUND DISK
 RJ1239'IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF
 RJ1239'THE GROUND.
 RJ1239'
 RJ1239'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAND NO 1 1965, IS SET
 RJ1239'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 6 FEET
 RJ1239'NORTHEAST OF A 10 INCH MAPLE TREE, 7 FEET SOUTH OF THE CENTER OF THE
 RJ1239'TRACK ROAD, 20 FEET SOUTHEAST OF A 16 INCH MAPLE TREE AND 82 FEET EAST
 RJ1239'THE METAL WITNESS POST.
 RJ1239'
 RJ1239'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAND NO 2 1965, IS SET
 RJ1239'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 12 FEET
 RJ1239'SOUTH OF THE CENTER OF THE TRACK ROAD, 23 FEET WEST OF A 16 INCH BEECH
 RJ1239'TREE, 43 FEET SOUTHWEST OF THE 16 INCH MAPLE TREE AND 73 FEET
 RJ1239'SOUTHWEST OF THE METAL WITNESS POST.
 RJ1239'
 RJ1239'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND DUE TO THE DENSE
 RJ1239'GROWTH OF TREES.
 RJ1239'
 RJ1239'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0676 ***********************************************************************
 RK0676  DESIGNATION -  GRAND
 RK0676  PID         -  RK0676
 RK0676  STATE/COUNTY-  MI/ALGER
 RK0676  COUNTRY     -  US
 RK0676  USGS QUAD   -  WOOD ISLAND (2017)
 RK0676
 RK0676                         *CURRENT SURVEY CONTROL
 RK0676  ______________________________________________________________________
 RK0676* NAD 83(1994) POSITION- 46 31 31.81499(N) 086 41 34.81417(W)   ADJUSTED
 RK0676* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) SCALED
 RK0676  ______________________________________________________________________
 RK0676  GEOID HEIGHT    -        -35.533 (meters)                     GEOID18
 RK0676  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 RK0676  HORZ ORDER      -  FIRST
 RK0676
 RK0676.The horizontal coordinates were established by classical geodetic methods
 RK0676.and adjusted by the National Geodetic Survey in February 1997.
 RK0676
 RK0676.The orthometric height was scaled from a topographic map.
 RK0676
 RK0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0676.GEOID18 height accuracy estimate available here.
 RK0676
 RK0676.Click photographs - Photos may exist for this station.
 RK0676
 RK0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0676
 RK0676. The following values were computed from the NAD 83(1994) position.
 RK0676
 RK0676;                    North         East     Units Scale Factor Converg.
 RK0676;SPC MI N     -   193,678.618 8,023,552.652   MT  0.99991161   +0 13 18.8
 RK0676;SPC MI N     -   635,428.54 26,323,991.64   iFT  0.99991161   +0 13 18.8
 RK0676;UTM  16      - 5,152,483.080   523,545.365   MT  0.99960681   +0 13 22.0
 RK0676
 RK0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0676!SPC MI N     -   0.99995838  x   0.99991161  =   0.99987000
 RK0676!UTM  16      -   0.99995838  x   0.99960681  =   0.99956521
 RK0676
 RK0676:                Primary Azimuth Mark                     Grid Az
 RK0676:SPC MI N     -  WETMORE LOOKOUT TOWER                    161 27 16.5
 RK0676:UTM  16      -  WETMORE LOOKOUT TOWER                    161 27 13.3
 RK0676
 RK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2354552483(NAD 83)
 RK0676
 RK0676|---------------------------------------------------------------------|
 RK0676| PID    Reference Object                     Distance      Geod. Az  |
 RK0676|                                                           dddmmss.s |
 RK0676| RK0639 WETMORE LOOKOUT TOWER               APPROX.18.8 KM 1614035.3 |
 RK0676| CH1194 GRAND RM 1                           27.942 METERS 22958     |
 RK0676| CH1195 GRAND RM 2                           37.241 METERS 32549     |
 RK0676|---------------------------------------------------------------------|
 RK0676
 RK0676                          SUPERSEDED SURVEY CONTROL
 RK0676
 RK0676  NAD 83(1986)-  46 31 31.81020(N)    086 41 34.81124(W) AD(       ) 1
 RK0676  NAD 27      -  46 31 32.04500(N)    086 41 34.23300(W) AD(       ) 1
 RK0676
 RK0676.Superseded values are not recommended for survey control.
 RK0676
 RK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0676.See file dsdata.pdf to determine how the superseded data were derived.
 RK0676
 RK0676_MARKER: DS = TRIANGULATION STATION DISK
 RK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0676_STAMPING: GRAND 1955
 RK0676_MARK LOGO: CGS
 RK0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0676+STABILITY: SURFACE MOTION
 RK0676
 RK0676  HISTORY     - Date     Condition        Report By
 RK0676  HISTORY     - 1955     MONUMENTED       CGS
 RK0676
 RK0676                          STATION DESCRIPTION
 RK0676
 RK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0676'THE STATION IS IN SECTION 28, T. 48 N., R. 19 W., ON THE WESTERN SIDE
 RK0676'OF GRAND ISLAND IN LAKE SUPERIOR.  THE ISLAND IS OWNED BY THE
 RK0676'CLEVELAND CLIFFS IRON COMPANY OF NEGAUNEE, MICHIGAN.  THE STATION
 RK0676'IS 7 MILES NORTH OF MUNISING, 3 MILES NORTHEAST OF WOOD ISLAND, 2
 RK0676'MILES SOUTH OF THE NORTH SHORE OF THE ISLAND, 1 MILE NORTHWEST OF
 RK0676'THE NORTHERN EDGE OF ECHO LAKE, 1/2 MILE EAST OF THE WEST
 RK0676'SHORE OF THE ISLAND AND IN A CLEARING ABOUT 25 YARDS IN DIAMETER
 RK0676'ON THE SUMMIT OF A KNOLL.
 RK0676'
 RK0676'TO REACH FROM THE MUNISING FIRE DEPARTMENT BUILDING IN MUNISING, GO
 RK0676'NORTHWESTERLY ON STATE HIGHWAY 28 FOR 2.8 MILES TO A SIDE ROAD
 RK0676'RIGHT, TURN RIGHT AND GO NORTHERLY 0.3 MILE TO THE LAKE SHORE AND
 RK0676'THE DOCKS.  A BARGE HAULING LOGGING TRUCKS WAS USED TO TRANSPORT
 RK0676'TRUCKS AND EQUIPMENT TO THE ISLAND AND THERE IS ALSO A SPEED
 RK0676'BOAT AT THE HOTEL ON THE ISLAND THAT TRANSPORTS PASSENGERS TO AND
 RK0676'FROM THE ISLAND.  CROSS THE 1/2 MILE OF WATER TO THE DOCKS 0.2
 RK0676'MILE WEST OF THE WILLIAMS HOTEL ON THE SOUTHERN SHORE OF GRAND
 RK0676'ISLAND, GO NORTHERLY UP HILL ON THE MAIN TRAVELLED LOGGING ROAD FOR
 RK0676'2.5 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW THE MAIN ROAD FOR
 RK0676'2.1 MILES TO A T-INTERSECTION, TURN LEFT AND GO 0.2 MILE TO A
 RK0676'FORK, TAKE RIGHT FORK 0.6 MILE TO FORK, KEEP LEFT FORK AND FOLLOW THE
 RK0676'MAIN ROAD FOR 0.8 MILE TO A KNOLL ON THE RIGHT, (THE TOP OF THIS
 RK0676'KNOLL WAS CLEARED OF TREES AND UNDERBRUSH WITH A BULLDOZER) AND THE
 RK0676'STATION ABOUT 37 FEET EAST OF THE CENTER OF THE ROAD.
 RK0676'
 RK0676'THE STATION MARK, STAMPED GRAND 1955, IS A STANDARD DISK SET IN A
 RK0676'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 55 FEET
 RK0676'NORTHEAST OF A 20-INCH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0676'SIDE, 35.5 FEET SOUTH-SOUTHWEST OF A 6-INCH TREE WITH A TRIANGLE
 RK0676'BLAZE AND 5 FEET HIGHER THAN THE SURFACE OF THE ROAD.
 RK0676'
 RK0676'REFERENCE MARK NO. 1, STAMPED GRAND NO 1 1955, IS A STANDARD DISK SET
 RK0676'IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 36 FEET
 RK0676'WEST OF THE CENTER OF THE ROAD, 9 FEET NORTH OF A 12-INCH TREE WITH
 RK0676'A TRIANGLE BLAZE ON THE EAST SIDE AND 1 FOOT NORTH OF A WHITE
 RK0676'WITNESS POST.
 RK0676'
 RK0676'REFERENCE MARK NO. 2, STAMPED GRAND NO 2 1955, IS A STANDARD DISK SET
 RK0676'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 29 FEET
 RK0676'WEST OF THE CENTER OF THE ROAD, 7 FEET NORTHWEST OF A 10-INCH TREE
 RK0676'WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 1 FOOT WEST OF A
 RK0676'WHITE WITNESS POST.
 RK0676'
 RK0676'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0138 ***********************************************************************
 QJ0138  DESIGNATION -  GRAND 1956
 QJ0138  PID         -  QJ0138
 QJ0138  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0138  COUNTRY     -  US
 QJ0138  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0138
 QJ0138                         *CURRENT SURVEY CONTROL
 QJ0138  ______________________________________________________________________
 QJ0138* NAD 83(1994) POSITION- 45 20 18.08860(N) 083 32 06.56008(W)   ADJUSTED
 QJ0138* NAVD 88 ORTHO HEIGHT -   200.308 (meters)      657.18  (feet) ADJUSTED
 QJ0138  ______________________________________________________________________
 QJ0138  GEOID HEIGHT    -        -36.927 (meters)                     GEOID18
 QJ0138  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 QJ0138  DYNAMIC HEIGHT  -        200.297 (meters)      657.14  (feet) COMP
 QJ0138  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 QJ0138
 QJ0138  HORZ ORDER      -  THIRD
 QJ0138  VERT ORDER      -  FIRST     CLASS II
 QJ0138
 QJ0138.The horizontal coordinates were established by classical geodetic methods
 QJ0138.and adjusted by the National Geodetic Survey in February 1997.
 QJ0138
 QJ0138.The orthometric height was determined by differential leveling and
 QJ0138.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0138.in June 1991.
 QJ0138
 QJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0138.GEOID18 height accuracy estimate available here.
 QJ0138
 QJ0138.Click photographs - Photos may exist for this station.
 QJ0138
 QJ0138.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0138
 QJ0138.The dynamic height is computed by dividing the NAVD 88
 QJ0138.geopotential number by the normal gravity value computed on the
 QJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0138.degrees latitude (g = 980.6199 gals.).
 QJ0138
 QJ0138.The modeled gravity was interpolated from observed gravity values.
 QJ0138
 QJ0138. The following values were computed from the NAD 83(1994) position.
 QJ0138
 QJ0138;                    North         East     Units Scale Factor Converg.
 QJ0138;SPC MI C     -   224,986.413 6,065,169.712   MT  0.99993644   +0 35 14.6
 QJ0138;SPC MI C     -   738,144.40 19,898,850.76   iFT  0.99993644   +0 35 14.6
 QJ0138;UTM  17      - 5,023,665.385   301,371.142   MT  1.00008511   -1 48 13.6
 QJ0138
 QJ0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0138!SPC MI C     -   0.99997439  x   0.99993644  =   0.99991083
 QJ0138!UTM  17      -   0.99997439  x   1.00008511  =   1.00005949
 QJ0138
 QJ0138:                Primary Azimuth Mark                     Grid Az
 QJ0138:SPC MI C     -  GRAND AZ MK                              316 22 48.1
 QJ0138:UTM  17      -  GRAND AZ MK                              318 46 16.3
 QJ0138
 QJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0137123665(NAD 83)
 QJ0138
 QJ0138|---------------------------------------------------------------------|
 QJ0138| PID    Reference Object                     Distance      Geod. Az  |
 QJ0138|                                                           dddmmss.s |
 QJ0138| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 3.9 KM 0585939.1 |
 QJ0138| QJ0244 GRAND LAKE LOOKOUT TOWER            APPROX. 6.7 KM 1362655.0 |
 QJ0138| QJ0139 GRAND RM 1                           30.516 METERS 17637     |
 QJ0138| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.14.5 KM 2412844.8 |
 QJ0138| QJ0140 GRAND RM 2                           20.828 METERS 25654     |
 QJ0138| QJ0141 GRAND AZ MK                                        3165802.7 |
 QJ0138|---------------------------------------------------------------------|
 QJ0138
 QJ0138                          SUPERSEDED SURVEY CONTROL
 QJ0138
 QJ0138  NAD 83(1986)-  45 20 18.08074(N)    083 32 06.56290(W) AD(       ) 3
 QJ0138  NAD 27      -  45 20 18.02900(N)    083 32 06.62300(W) AD(       ) 3
 QJ0138
 QJ0138.Superseded values are not recommended for survey control.
 QJ0138
 QJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0138
 QJ0138_MARKER: DS = TRIANGULATION STATION DISK
 QJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0138_STAMPING: GRAND 1956
 QJ0138_MARK LOGO: CGS
 QJ0138_PROJECTION: FLUSH
 QJ0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0138+STABILITY: SURFACE MOTION
 QJ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0138+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0138
 QJ0138  HISTORY     - Date     Condition        Report By
 QJ0138  HISTORY     - 1956     MONUMENTED       CGS
 QJ0138  HISTORY     - 1983     GOOD             NGS
 QJ0138  HISTORY     - 20040809 GOOD             USPSQD
 QJ0138  HISTORY     - 20070619 GOOD             MIDT
 QJ0138
 QJ0138                          STATION DESCRIPTION
 QJ0138
 QJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0138'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF ROGERS CITY, 10
 QJ0138'MILES NORTH-EAST OF POSEN AND 4 MILES NORTHWEST OF THE SMALL COMMUNITY
 QJ0138'OF PRESQUE ISLE, ON THE EAST SIDE OF PRESQUE ISLE COUNTY HIGHWAY 638
 QJ0138'AND ON LAND OWNED BY THE MICHIGAN LIMESTONE DIVSION OF U.S. STEEL.  IT
 QJ0138'IS 39 FEET EAST OF THE CENTER OF COUNTY HIGHWAY 638, 3 FEET EAST OF A
 QJ0138'SINGLE STRAND WIRE FENCE AND 12 FEET EAST OF A WHITE WITNESS POST.
 QJ0138'THE MARK IS FLUSH AND THE DISK IS STAMPED GRAND 1956.
 QJ0138'
 QJ0138'TO REACH THE STATON FROM THE JUNCTION OF U.S. HIGHWAY 23 AND MICHIGAN
 QJ0138'STATE HIGHWAY 65, WHICH IS ABOUT 5 MILES NORTH OF POSEN, GO EAST ON
 QJ0138'U.S. HIGHWAY 23 FOR 5.5 MILES TO A GRAVELED SIDE ROAD LEFT (PRESQUE
 QJ0138'ISLE COUNTY 638) AT SIGN GRAND LAKE HOTEL AND COLONY BAR.  TURN LEFT
 QJ0138'AND FOLLOW WINDING GRAVELED AND BLACKTOPPED ROAD EAST AND SOUTHEAST
 QJ0138'FOR 2.4 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED.
 QJ0138'CONTINUE SOUTHEAST ON BLACKTOPPED ROAD FOR 0.45 MILE TO THE STATION ON
 QJ0138'THE EAST SIDE AS DESCRIBED.
 QJ0138'
 QJ0138'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF HIGHWAY AND ABOUT 5
 QJ0138'FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK IS FLUSH AND THE
 QJ0138'DISK IS STAMPED GRAND NO 1 1956.
 QJ0138'
 QJ0138'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTER OF HIGHWAY AND ON ABOUT
 QJ0138'THE SAME ELEVATION AS THE STATION MARK.  THE MARK IS FLUSH AND THE
 QJ0138'DISK IS STAMPED GRAND NO 2 1956.
 QJ0138'
 QJ0138'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF HIGHWAY, 2 FEET EAST
 QJ0138'OF A SINGLE STRAND WIRE FENCE LINE AND 2 FEET SOUTH OF A WHITE WITNESS
 QJ0138'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GRAND
 QJ0138'1956.
 QJ0138'
 QJ0138'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QJ0138
 QJ0138                          STATION RECOVERY (1983)
 QJ0138
 QJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0138'28.5 KM (17.75 MI) ESE FROM ROGERS CITY.  4.9 KM (3.05 MI) SOUTH ALONG
 QJ0138'BUSINESS U.S. HIGHWAY 23 (THIRD STREET) FROM THE POST OFFICE IN ROGERS
 QJ0138'CITY, THENCE 19.2 KM (11.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE
 QJ0138'3.8 KM (2.35 MI) EAST ALONG COUNTY ROAD E 638 TO A REVERSE Y-GRAVEL
 QJ0138'ROAD (OLD STATE ROAD), THENCE 0.7 KM (0.45 MI) WEST AND NORTHWEST
 QJ0138'ALONG OLD STATE ROAD AT THE TOP OF A SMALL HILL, 11.88 METERS
 QJ0138'(39.0 FT) NORTHEAST OF THE CENTER OF OLD STATE ROAD, 30.51 METERS
 QJ0138'(100.12 FT) NORTH AND ACROSS THE ROAD FROM GRAND RM 1, AND 20.82
 QJ0138'METERS (68.33 FT) EAST AND ACROSS THE ROAD FROM GRAND RM 2.  THE MARK
 QJ0138'IS 0.3 METERS  NNW FROM A WITNESS POST.  THE MARK IS 0.6 M ABOVE
 QJ0138'CENTER OF ROAD.
 QJ0138
 QJ0138                          STATION RECOVERY (2004)
 QJ0138
 QJ0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0138'RECOVERED IN GOOD CONDITION.
 QJ0138
 QJ0138                          STATION RECOVERY (2007)
 QJ0138
 QJ0138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0138'CARSONITE POST IS AT REFERENCE MARK 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0141 ***********************************************************************
 QJ0141  DESIGNATION -  GRAND AZ MK
 QJ0141  PID         -  QJ0141
 QJ0141  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0141  COUNTRY     -  US
 QJ0141  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0141
 QJ0141                         *CURRENT SURVEY CONTROL
 QJ0141  ______________________________________________________________________
 QJ0141* NAD 83(1986) POSITION- 45 20 35.     (N) 083 32 28.     (W)   SCALED
 QJ0141* NAVD 88 ORTHO HEIGHT -   187.041 (meters)      613.65  (feet) ADJUSTED
 QJ0141  ______________________________________________________________________
 QJ0141  GEOID HEIGHT    -        -36.930 (meters)                     GEOID18
 QJ0141  DYNAMIC HEIGHT  -        187.031 (meters)      613.62  (feet) COMP
 QJ0141  MODELED GRAVITY -    980,560.5   (mgal)                       NAVD 88
 QJ0141
 QJ0141  VERT ORDER      -  FIRST     CLASS II
 QJ0141
 QJ0141.The horizontal coordinates were scaled from a map and have
 QJ0141.an estimated accuracy of +/- 6 seconds.
 QJ0141
 QJ0141.The orthometric height was determined by differential leveling and
 QJ0141.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0141.in June 1991.
 QJ0141
 QJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0141.GEOID18 height accuracy estimate available here.
 QJ0141
 QJ0141.Click photographs - Photos may exist for this station.
 QJ0141
 QJ0141.The dynamic height is computed by dividing the NAVD 88
 QJ0141.geopotential number by the normal gravity value computed on the
 QJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0141.degrees latitude (g = 980.6199 gals.).
 QJ0141
 QJ0141.The modeled gravity was interpolated from observed gravity values.
 QJ0141
 QJ0141;                    North         East    Units  Estimated Accuracy
 QJ0141;SPC MI C     -   225,500.    6,064,700.      MT  (+/- 180 meters Scaled)
 QJ0141
 QJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL009242(NAD 83)
 QJ0141
 QJ0141                          SUPERSEDED SURVEY CONTROL
 QJ0141
 QJ0141.No superseded survey control is available for this station.
 QJ0141
 QJ0141_MARKER: DZ = AZIMUTH MARK DISK
 QJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0141_STAMPING: GRAND 1956
 QJ0141_MARK LOGO: CGS
 QJ0141_PROJECTION: FLUSH
 QJ0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0141+STABILITY: SURFACE MOTION
 QJ0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0141+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QJ0141
 QJ0141  HISTORY     - Date     Condition        Report By
 QJ0141  HISTORY     - 1956     MONUMENTED       CGS
 QJ0141  HISTORY     - 1983     GOOD             NGS
 QJ0141  HISTORY     - 20040809 GOOD             USPSQD
 QJ0141  HISTORY     - 20060130 GOOD             MIDT
 QJ0141  HISTORY     - 20070619 GOOD             MIDT
 QJ0141
 QJ0141                          STATION DESCRIPTION
 QJ0141
 QJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0141'29.3 KM (18.2 MI) SE FROM ROGERS CITY.
 QJ0141'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0141'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0141'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0141'COUNTY ROAD E 638 AT A REVERSE Y GRAVELED ROAD (OLD STATE ROAD),
 QJ0141'THENCE 1.4 KM (0.9 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD AT A
 QJ0141'CURVE TO THE LEFT IN THE ROAD, 14.02 METERS (46.0 FT) NORTHEAST OF THE
 QJ0141'CENTER OF OLD STATE ROAD, AND 0.6 METER (2.0 FT) SOUTHEAST OF A WOODEN
 QJ0141'WITNESS POST.
 QJ0141'THE MARK IS 0.42 METERS  NW FROM A WITNESS POST.
 QJ0141'THE MARK IS ABOVE LEVEL WITH ROAD.
 QJ0141
 QJ0141                          STATION RECOVERY (2004)
 QJ0141
 QJ0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0141'RECOVERED IN GOOD CONDITION.
 QJ0141
 QJ0141                          STATION RECOVERY (2006)
 QJ0141
 QJ0141'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0141'RECOVERED AS DESCRIBED,  COVERED IN HARDWOODS
 QJ0141'OBSERVED FEB. 2006 MICHIGAN DEPARTMENT OF TRANSPORTATION
 QJ0141'SCALE FACTOR     0.99991347
 QJ0141'QJ0141  45 20 34.635665 N    83 32 28.464023 W    150.103
 QJ0141'METER       225492.3211         6064687.6626       187.041  -36.938
 QJ0141'STANDARD DEVIATION N E Z   0.0022   0.0022   0.0000
 QJ0141'INT. FT.    739804.2029        19897269.2341       613.652 -121.186
 QJ0141'STANDARD DEVIATION N E Z   0.0071   0.0073   0.0000
 QJ0141
 QJ0141                          STATION RECOVERY (2007)
 QJ0141
 QJ0141'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QJ0141'CARSONITE POST HAS BEEN SET NEXT TO POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1508 ***********************************************************************
 NE1508  DESIGNATION -  GRAND BLANC FISHER BODY TANK
 NE1508  PID         -  NE1508
 NE1508  STATE/COUNTY-  MI/GENESEE
 NE1508  COUNTRY     -  US
 NE1508  USGS QUAD   -  FLINT SOUTH (2017)
 NE1508
 NE1508                         *CURRENT SURVEY CONTROL
 NE1508  ______________________________________________________________________
 NE1508* NAD 83(1994) POSITION- 42 55 50.34491(N) 083 38 27.56487(W)   NO CHECK
 NE1508  ______________________________________________________________________
 NE1508  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 NE1508  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NE1508  HORZ ORDER      -  THIRD
 NE1508
 NE1508.The horizontal coordinates were established by classical geodetic methods
 NE1508.and adjusted by the National Geodetic Survey in February 1997.
 NE1508
 NE1508.No horizontal observational check was made to the station.
 NE1508
 NE1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1508.GEOID18 height accuracy estimate available here.
 NE1508
 NE1508.Click photographs - Photos may exist for this station.
 NE1508
 NE1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1508
 NE1508. The following values were computed from the NAD 83(1994) position.
 NE1508
 NE1508;                    North         East     Units Scale Factor Converg.
 NE1508;SPC MI S     -   159,168.455 4,059,232.630   MT  0.99990719   +0 29 37.8
 NE1508;SPC MI S     -   522,206.22 13,317,692.36   iFT  0.99990719   +0 29 37.8
 NE1508;UTM  17      - 4,756,498.038   284,489.676   MT  1.00017141   -1 47 58.2
 NE1508
 NE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8448956498(NAD 83)
 NE1508
 NE1508                          SUPERSEDED SURVEY CONTROL
 NE1508
 NE1508  NAD 83(1986)-  42 55 50.34401(N)    083 38 27.59066(W) AD(       ) 3
 NE1508  NAD 27      -  42 55 50.24873(N)    083 38 27.74961(W) AD(       ) 3
 NE1508
 NE1508.Superseded values are not recommended for survey control.
 NE1508
 NE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1508.See file dsdata.pdf to determine how the superseded data were derived.
 NE1508
 NE1508_MARKER: 53 = ELEVATED TANK
 NE1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1508+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 NE1508
 NE1508  HISTORY     - Date     Condition        Report By
 NE1508  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1508  HISTORY     - 20070410 GOOD             ROWEIN
 NE1508
 NE1508                          STATION DESCRIPTION
 NE1508
 NE1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1508'STATION IS LOCATED ABOUT 1 MILE N OF THE VILLAGE OF GRAND BLANC ON THE
 NE1508'W SIDE OF U.S. HIGHWAY 10 AND ON LAND OWNED BY THE FISHER BODY
 NE1508'CORPORATION.  IT IS A SIX-LEGGED GREY STEEL STRUCTURE 125 FEET IN
 NE1508'HEIGHT.  THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 NE1508'
 NE1508'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 10 IN
 NE1508'GRAND BLANC GO N 0.9 MILE ON U.S. HIGHWAY 10 TO A BLACK-TOP ROAD LEFT,
 NE1508'TURN LEFT ON BLACK-TOP ROAD AND GO 0.2 MILE TO THE MAIN GATE OF THE
 NE1508'FISHER BODY TANK PLANT, GO THROUGH GATE AND TURN LEFT AND GO 0.2 MILE
 NE1508'TO THE OFFICE BUILDING, CONTINUE ON A CURVED ROAD 0.2 MILE TO THE PUMP
 NE1508'HOUSE AND TANK.
 NE1508'
 NE1508'THIS IS AN INTERSECTION STATION.
 NE1508
 NE1508                          STATION RECOVERY (2007)
 NE1508
 NE1508'RECOVERY NOTE BY ROWE INCORPORATED 2007 (WFH)
 NE1508'RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE BALL ON THE TOP OF
 NE1508'THE TANK. IT APPEARS TO BE A VENT. ADDITION TO DESCRIPTION WOULD BE
 NE1508'THAT THE TRAFFIC LIGHT AT US-10 IS NOW KNOWN AS THE INTERSECTION OF
 NE1508'DORT HWY. (OLD US-10) AND SAGINAW ST. (OLD M-54). THE TANK IS NOW
 NE1508'PAINTED LIGHT BLUE WITH GM PAINTED IN WHITE ON A BLACK BACK GROUND,
 NE1508'NOT TO BE CONFUSED WITH A MUCH NEWER CYLINDRICAL MUNICIPAL TANK TO THE
 NE1508'NE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0547 ***********************************************************************
 OL0547  DESIGNATION -  GRAND HAVEN
 OL0547  PID         -  OL0547
 OL0547  STATE/COUNTY-  MI/OTTAWA
 OL0547  COUNTRY     -  US
 OL0547  USGS QUAD   -  GRAND HAVEN (2017)
 OL0547
 OL0547                         *CURRENT SURVEY CONTROL
 OL0547  ______________________________________________________________________
 OL0547* NAD 83(1994) POSITION- 43 03 23.18549(N) 086 14 13.36785(W)   ADJUSTED
 OL0547* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 OL0547  ______________________________________________________________________
 OL0547  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 OL0547  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 OL0547  HORZ ORDER      -  FIRST
 OL0547
 OL0547.The horizontal coordinates were established by classical geodetic methods
 OL0547.and adjusted by the National Geodetic Survey in February 1997.
 OL0547
 OL0547.The orthometric height was scaled from a topographic map.
 OL0547
 OL0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0547.GEOID18 height accuracy estimate available here.
 OL0547
 OL0547.Click photographs - Photos may exist for this station.
 OL0547
 OL0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0547
 OL0547. The following values were computed from the NAD 83(1994) position.
 OL0547
 OL0547;                    North         East     Units Scale Factor Converg.
 OL0547;SPC MI S     -   174,578.438 3,847,653.117   MT  0.99991134   -1 16 22.3
 OL0547;SPC MI S     -   572,763.90 12,623,533.85   iFT  0.99991134   -1 16 22.3
 OL0547;UTM  16      - 4,767,364.864   562,130.250   MT  0.99964749   +0 31 15.2
 OL0547
 OL0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0547!SPC MI S     -   0.99996704  x   0.99991134  =   0.99987838
 OL0547!UTM  16      -   0.99996704  x   0.99964749  =   0.99961454
 OL0547
 OL0547:                Primary Azimuth Mark                     Grid Az
 OL0547:SPC MI S     -  ROSYMOUND                                164 08 39.1
 OL0547:UTM  16      -  ROSYMOUND                                162 21 01.6
 OL0547
 OL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6213067364(NAD 83)
 OL0547
 OL0547|---------------------------------------------------------------------|
 OL0547| PID    Reference Object                     Distance      Geod. Az  |
 OL0547|                                                           dddmmss.s |
 OL0547| CH0235 GRAND HAVEN RM 1                    117.823 METERS 04922     |
 OL0547| OL0550 CHALLENGE REFRIGERATOR CO STK       APPROX. 1.9 KM 0492403.2 |
 OL0547| OL0552 GRAND HAVEN FIRST CONG CH           APPROX. 1.2 KM 0571246.0 |
 OL0547| OL0554 SPRING LAKE MUNICIPAL TANK          APPROX. 3.9 KM 0571209.9 |
 OL0547| OL0555 SPRING LAKE HOLLAND CH STEEPLE      APPROX. 4.0 KM 0591950.8 |
 OL0547| OL0553 GRAND HAVEN OTTAWA LEA CO STK       APPROX. 2.7 KM 0722017.4 |
 OL0547| OK0625 THOMPSON AERONAUTICAL AWY BN        APPROX.22.7 KM 0890120.2 |
 OL0547| OL0548 GRAND HAVEN AZ MK                   136.833 METERS 09425     |
 OL0547| CH0236 GRAND HAVEN RM 2                     28.430 METERS 15310     |
 OL0547| OL0549 ROSYMOUND                           APPROX. 3.9 KM 1625216.8 |
 OL0547| OL0551 GRAND HAVEN 2 RESET                  74.401 METERS 19709     |
 OL0547| CH0237 GRAND HAVEN RM 3                     15.320 METERS 23839     |
 OL0547| OL0570 GRAND HAVEN PIERHEAD F RNG LT       APPROX. 1.5 KM 2720257.3 |
 OL0547| OL0571 GRAND HAVEN PIERHEAD R RNG LT       APPROX. 1.4 KM 2733754.3 |
 OL0547|---------------------------------------------------------------------|
 OL0547
 OL0547                          SUPERSEDED SURVEY CONTROL
 OL0547
 OL0547  NAD 83(1986)-  43 03 23.18837(N)    086 14 13.37836(W) AD(       ) 1
 OL0547  NAD 27      -  43 03 23.12500(N)    086 14 13.18700(W) AD(       ) 1
 OL0547
 OL0547.Superseded values are not recommended for survey control.
 OL0547
 OL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0547.See file dsdata.pdf to determine how the superseded data were derived.
 OL0547
 OL0547_MARKER: DS = TRIANGULATION STATION DISK
 OL0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0547_STAMPING: GRAND HAVEN 1932
 OL0547_MARK LOGO: CGS
 OL0547_MAGNETIC: P = MARKER IS A STEEL PIPE
 OL0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0547
 OL0547  HISTORY     - Date     Condition        Report By
 OL0547  HISTORY     - 1932     MONUMENTED       CGS
 OL0547  HISTORY     - 1934     GOOD             CGS
 OL0547  HISTORY     - 1952     GOOD             CGS
 OL0547  HISTORY     - 1958     SEE DESCRIPTION  USACE
 OL0547  HISTORY     - 19960922 GOOD             USPSQD
 OL0547  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OL0547
 OL0547                          STATION DESCRIPTION
 OL0547
 OL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0547'ON HIGH STABLE DUNE IN GRAND HAVEN NEAR CITY WATER TANKS, ON HIGHEST
 OL0547'POINT OF DUNE, ABOUT 30 METERS (98 FEET) EAST OF CENTER OF NORTH WATER
 OL0547'TANK, AND 9 FEET EAST OF BLAZE ON 8-INCH OAK TREE.
 OL0547'
 OL0547'TO REACH FROM FERRY HOTEL IN GRAND HAVEN, FOLLOW WATER
 OL0547'STREET SOUTH AROUND SHORE 0.95 MILE TO EMMET STREET, FOLLOW EMMET
 OL0547'STREET UP STEEP GRADE 0.25 MILE TO END OF STREET AND TRUCK TRAVEL.
 OL0547'TURN RIGHT AND WALK OVER SOFT SAND, DESCEND STEEP
 OL0547'CHICKEN LADDER TO TRAIL FOLLOWING NARROW RIDGE TO EAST, AND
 OL0547'FOLLOW TRAIL 250 YARDS UP RIDGE TO STATION SITE MARKED BY STANDARD
 OL0547'STATION DISK CEMENTED IN TOP OF 12-FOOT SECTION OF 3-INCH
 OL0547'GALVANIZED-IRON PIPE SUNK IN GROUND WITH TOP
 OL0547'PROJECTING 6 INCHES.
 OL0547'
 OL0547'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK IN CONCRETE,
 OL0547'SOUTHWEST OF CUT USED AS WAGON ROAD WHICH RUNS INTO OPEN GLADE
 OL0547'BETWEEN FIRST AND SECOND RIDGES OF DUNE, 12.6 METERS (41 FEET)
 OL0547'NORTHWEST OF 12-INCH EVERGREEN TREE, 4.4 METERS (14 FEET) SOUTHEAST
 OL0547'OF 20-INCH BEECH TREE, AND 117.82 METERS (386.5 FEET) FROM STATION
 OL0547'N 49 DEG 22 MIN E.
 OL0547'
 OL0547'REFERENCE MARKS NO. 2 AND NO. 3 ARE STANDARD REFERENCE DISKS IN TILE
 OL0547'AND CONCRETE, PROJECTING ABOUT 3 INCHES.  REFERENCE MARK NO. 2 IS
 OL0547'ON TOP OF DUNE, AND 28.43 FEET FROM STATION
 OL0547'S 26 DEG 49 MIN EAST.  REFERENCE MARK NO. 3 IS ON TOP OF DUNE,
 OL0547'AND 15.32 FEET FROM STATION S 58 DEGREES 3 MIN W
 OL0547'
 OL0547'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, IN
 OL0547'OPEN GLADE, 60 METERS (197 FEET) EAST OF FOOT OF DUNE, 8.5 METERS
 OL0547'(28 FEET) SOUTHWEST OF 24-INCH BEECH TREE, AND 136.80 METERS
 OL0547'(448.8 FEET) FROM STATION S 85 DEG 35 MIN E.
 OL0547'
 OL0547'TO REACH REFERENCE MARK NO. 1 AND AZIMUTH MARK, GO SOURT ON SECOND
 OL0547'STREET 0.4 MILE FROM ITS INTERSECTION WITH WASHINGTON STREET TO
 OL0547'WILLIAMS STREET, GO TO RIGHT 150 YARDS ON WILLIAMS STREET TO ITS FOOT,
 OL0547'FOLLOW WAGON ROAD SOUTHWEST 200 YARDS FROM HOUSE TO STEEP SHORT GRADE
 OL0547'WHICH IS END OF TRUCK TRAVEL.  FOLLOW WAGON ROAD, TRACK THROUGH CUT
 OL0547'TO ABOVE MENTIONED OPEN GLADE.  AZIMUTH FROM STATION TO
 OL0547'GRAND HAVEN, PIERHEAD, REAR RANGE LIGHT, DISTANT 0.7 MILE, IS
 OL0547'93 DEG 37 MIN 58 SEC.
 OL0547
 OL0547                          STATION RECOVERY (1952)
 OL0547
 OL0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RVT)
 OL0547'LETTER OF MR. R.V. TERRILL, CITY MANAGER, CITY OF GRAND HAVEN,
 OL0547'MICHIGAN DATED AUGUST 28, 1952.
 OL0547'
 OL0547'THE THREE WITNESS POINTS ARE STILL INTACT.  THE SECOND GROWTH
 OL0547'TIMBER AROUND THE
 OL0547'HILL HAS GROWN SUBSTANTIALLY, AND IT REQUIRED A
 OL0547'CERTRAIN AMOUNT OF BRUSHING TO GET A
 OL0547'SIGHT ON ANY OF THESE POINTS.
 OL0547'
 OL0547'FOR QUICK ORIENTATION, WE HAVE PICKED TWO ADDITIONAL POINTS,
 OL0547'READING THE
 OL0547'AZIMUTH TO THE NEAREST MINUTE AS FOLLOWS-
 OL0547'
 OL0547'GRAND HAVEN AIRPORT BEACON, APPROX. 2.42 MILES 123 DEG 20 MIN
 OL0547'GRAN HAVEN POLICE
 OL0547'RADIO TOWER, RED LIGHT, APPROX. .24 MILES,
 OL0547'278 DEG 34 MIN.
 OL0547
 OL0547                          STATION RECOVERY (1958)
 OL0547
 OL0547'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1958
 OL0547'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION
 OL0547'MARK AND REFERENCE
 OL0547'MARKS 2 AND 3 WERE DESTROYED AS THEY WERE IN THE WAY
 OL0547'OF CONSTRUCTION OF AN ARMY RADAR
 OL0547'INSTALLATION.
 OL0547'
 OL0547'STATION GRAND HAVEN 2 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.
 OL0547
 OL0547                          STATION RECOVERY (1996)
 OL0547
 OL0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0547'RECOVERED IN GOOD CONDITION.
 OL0547
 OL0547                          STATION RECOVERY (2005)
 OL0547
 OL0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DI0202 ***********************************************************************
 DI0202  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0202  DESIGNATION -  GRAND HAVEN CORS ARP
 DI0202  CORS_ID     -  MIGH
 DI0202  PID         -  DI0202
 DI0202  STATE/COUNTY-  MI/OTTAWA
 DI0202  COUNTRY     -  US
 DI0202  USGS QUAD   -  GRAND HAVEN (2017)
 DI0202
 DI0202                         *CURRENT SURVEY CONTROL
 DI0202  ______________________________________________________________________
 DI0202* NAD 83(2011) POSITION- 43 00 27.12499(N) 086 12 31.96055(W)   ADJUSTED
 DI0202* NAD 83(2011) ELLIP HT-   156.146 (meters)        (04/??/25)   ADJUSTED
 DI0202* NAD 83(2011) EPOCH   -  2010.00
 DI0202  ______________________________________________________________________
 DI0202  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 DI0202  NAD 83(2011) X  -    308,876.043 (meters)                     COMP
 DI0202  NAD 83(2011) Y  - -4,661,274.068 (meters)                     COMP
 DI0202  NAD 83(2011) Z  -  4,328,220.410 (meters)                     COMP
 DI0202
 DI0202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0202  Standards:
 DI0202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0202  -------------------------------------------------------------------
 DI0202  NETWORK    0.19   0.33           0.09   0.06   0.17     -0.26361900
 DI0202  -------------------------------------------------------------------
 DI0202
 DI0202.The coordinates were established by GPS observations
 DI0202.and adjusted by the National Geodetic Survey in April 2025.
 DI0202
 DI0202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0202.been affixed to the stable North American Tectonic Plate. 
 DI0202
 DI0202.The coordinates are valid at the epoch date displayed above
 DI0202.which is a decimal equivalence of Year/Month/Day.
 DI0202
 DI0202.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI0202.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI0202.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI0202.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI0202.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI0202.published epoch of 2010.00.
 DI0202
 DI0202.Additional information on MYCS is available at:
 DI0202.https://geodesy.noaa.gov/CORS/index.shtml
 DI0202
 DI0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0202.GEOID18 height accuracy estimate available here.
 DI0202
 DI0202.The PID for the CORS L1 Phase Center is DR5955.
 DI0202
 DI0202.Click photographs - Photos may exist for this station.
 DI0202
 DI0202.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0202
 DI0202.The ellipsoidal height was determined by GPS observations
 DI0202.and is referenced to NAD 83.
 DI0202
 DI0202. The following values were computed from the NAD 83(2011) position.
 DI0202
 DI0202;                    North         East     Units Scale Factor Converg.
 DI0202;SPC MI S     -   169,096.541 3,849,828.295   MT  0.99990916   -1 15 13.2
 DI0202;SPC MI S     -   554,778.68 12,630,670.26   iFT  0.99990916   -1 15 13.2
 DI0202;UTM  16      - 4,761,955.143   564,475.322   MT  0.99965114   +0 32 22.7
 DI0202
 DI0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0202!SPC MI S     -   0.99997551  x   0.99990916  =   0.99988468
 DI0202!UTM  16      -   0.99997551  x   0.99965114  =   0.99962666
 DI0202
 DI0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6447561955(NAD 83)
 DI0202
 DI0202                          SUPERSEDED SURVEY CONTROL
 DI0202
 DI0202  NAD 83(2011)-  43 00 27.12523(N)    086 12 31.96063(W) AD(2010.00) c
 DI0202  ELLIP H (03/??/23)  156.138  (m)                       GP(2010.00) c c
 DI0202  NAD 83(2011)-  43 00 27.12522(N)    086 12 31.96061(W) AD(2010.00) c
 DI0202  ELLIP H (05/??/21)  156.128  (m)                       GP(2010.00) c c
 DI0202  NAD 83(2011)-  43 00 27.12491(N)    086 12 31.96072(W) AD(2010.00) c
 DI0202  ELLIP H (06/??/20)  156.128  (m)                       GP(2010.00) c c
 DI0202  NAD 83(2011)-  43 00 27.12490(N)    086 12 31.96073(W) AD(2010.00) c
 DI0202  ELLIP H (06/??/19)  156.135  (m)                       GP(2010.00) c c
 DI0202  NAD 83(2011)-  43 00 27.12487(N)    086 12 31.96065(W) AD(2010.00) c
 DI0202  ELLIP H (08/??/11)  156.139  (m)                       GP(2010.00) c c
 DI0202  NAD 83(CORS)-  43 00 27.12502(N)    086 12 31.96112(W) AD(2002.00) c
 DI0202  ELLIP H (06/??/06)  156.156  (m)                       GP(2002.00) c c
 DI0202
 DI0202.Superseded values are not recommended for survey control.
 DI0202
 DI0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0202.See file dsdata.pdf to determine how the superseded data were derived.
 DI0202
 DI0202_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0202
 DI0202                          STATION DESCRIPTION
 DI0202
 DI0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI0202'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI0202'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI0202'AND LOG FILES ACCESSIBLE AT:
 DI0202'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0552 ***********************************************************************
 OL0552  DESIGNATION -  GRAND HAVEN FIRST CONG CH
 OL0552  PID         -  OL0552
 OL0552  STATE/COUNTY-  MI/OTTAWA
 OL0552  COUNTRY     -  US
 OL0552  USGS QUAD   -  GRAND HAVEN (2017)
 OL0552
 OL0552                         *CURRENT SURVEY CONTROL
 OL0552  ______________________________________________________________________
 OL0552* NAD 83(1994) POSITION- 43 03 44.14623(N) 086 13 28.98359(W)   ADJUSTED
 OL0552  ______________________________________________________________________
 OL0552  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 OL0552  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 OL0552  HORZ ORDER      -  THIRD
 OL0552
 OL0552.The horizontal coordinates were established by classical geodetic methods
 OL0552.and adjusted by the National Geodetic Survey in February 1997.
 OL0552
 OL0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0552.GEOID18 height accuracy estimate available here.
 OL0552
 OL0552.Click photographs - Photos may exist for this station.
 OL0552
 OL0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0552
 OL0552. The following values were computed from the NAD 83(1994) position.
 OL0552
 OL0552;                    North         East     Units Scale Factor Converg.
 OL0552;SPC MI S     -   175,202.824 3,848,671.449   MT  0.99991165   -1 15 52.0
 OL0552;SPC MI S     -   574,812.41 12,626,874.83   iFT  0.99991165   -1 15 52.0
 OL0552;UTM  16      - 4,768,020.648   563,128.275   MT  0.99964902   +0 31 45.7
 OL0552
 OL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6312868020(NAD 83)
 OL0552
 OL0552                          SUPERSEDED SURVEY CONTROL
 OL0552
 OL0552  NAD 83(1986)-  43 03 44.14901(N)    086 13 28.99440(W) AD(       ) 3
 OL0552  NAD 27      -  43 03 44.08000(N)    086 13 28.80000(W) AD(       ) 3
 OL0552
 OL0552.Superseded values are not recommended for survey control.
 OL0552
 OL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0552.See file dsdata.pdf to determine how the superseded data were derived.
 OL0552
 OL0552_MARKER: 90 = CHURCH SPIRE
 OL0552
 OL0552  HISTORY     - Date     Condition        Report By
 OL0552  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0552  HISTORY     - 19960911 GOOD             USPSQD
 OL0552
 OL0552                          STATION DESCRIPTION
 OL0552
 OL0552'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0553 ***********************************************************************
 OL0553  DESIGNATION -  GRAND HAVEN OTTAWA LEA CO STK
 OL0553  PID         -  OL0553
 OL0553  STATE/COUNTY-  MI/OTTAWA
 OL0553  COUNTRY     -  US
 OL0553  USGS QUAD   -  GRAND HAVEN (2017)
 OL0553
 OL0553                         *CURRENT SURVEY CONTROL
 OL0553  ______________________________________________________________________
 OL0553* NAD 83(1994) POSITION- 43 03 49.99100(N) 086 12 18.48213(W)   ADJUSTED
 OL0553  ______________________________________________________________________
 OL0553  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 OL0553  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 OL0553  HORZ ORDER      -  THIRD
 OL0553
 OL0553.The horizontal coordinates were established by classical geodetic methods
 OL0553.and adjusted by the National Geodetic Survey in February 1997.
 OL0553
 OL0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0553.GEOID18 height accuracy estimate available here.
 OL0553
 OL0553.Click photographs - Photos may exist for this station.
 OL0553
 OL0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0553
 OL0553. The following values were computed from the NAD 83(1994) position.
 OL0553
 OL0553;                    North         East     Units Scale Factor Converg.
 OL0553;SPC MI S     -   175,348.117 3,850,270.126   MT  0.99991174   -1 15 04.1
 OL0553;SPC MI S     -   575,289.10 12,632,119.84   iFT  0.99991174   -1 15 04.1
 OL0553;UTM  16      - 4,768,215.863   564,721.203   MT  0.99965153   +0 32 34.0
 OL0553
 OL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6472168215(NAD 83)
 OL0553
 OL0553                          SUPERSEDED SURVEY CONTROL
 OL0553
 OL0553  NAD 83(1986)-  43 03 49.99378(N)    086 12 18.49308(W) AD(       ) 3
 OL0553  NAD 27      -  43 03 49.93000(N)    086 12 18.30000(W) AD(       ) 3
 OL0553
 OL0553.Superseded values are not recommended for survey control.
 OL0553
 OL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0553.See file dsdata.pdf to determine how the superseded data were derived.
 OL0553
 OL0553_MARKER: 63 = STACK
 OL0553
 OL0553  HISTORY     - Date     Condition        Report By
 OL0553  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0553
 OL0553                          STATION DESCRIPTION
 OL0553
 OL0553'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0570 ***********************************************************************
 OL0570  DESIGNATION -  GRAND HAVEN PIERHEAD F RNG LT
 OL0570  PID         -  OL0570
 OL0570  STATE/COUNTY-  MI/OTTAWA
 OL0570  COUNTRY     -  US
 OL0570  USGS QUAD   -  GRAND HAVEN OE W (2017)
 OL0570
 OL0570                         *CURRENT SURVEY CONTROL
 OL0570  ______________________________________________________________________
 OL0570* NAD 83(1994) POSITION- 43 03 24.97013(N) 086 15 21.59828(W)   ADJUSTED
 OL0570  ______________________________________________________________________
 OL0570  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 OL0570  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 OL0570  HORZ ORDER      -  THIRD
 OL0570
 OL0570.The horizontal coordinates were established by classical geodetic methods
 OL0570.and adjusted by the National Geodetic Survey in February 1997.
 OL0570
 OL0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0570.GEOID18 height accuracy estimate available here.
 OL0570
 OL0570.Click photographs - Photos may exist for this station.
 OL0570
 OL0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0570
 OL0570. The following values were computed from the NAD 83(1994) position.
 OL0570
 OL0570;                    North         East     Units Scale Factor Converg.
 OL0570;SPC MI S     -   174,667.961 3,846,110.852   MT  0.99991137   -1 17 08.7
 OL0570;SPC MI S     -   573,057.61 12,618,473.92   iFT  0.99991137   -1 17 08.7
 OL0570;UTM  16      - 4,767,406.058   560,586.348   MT  0.99964516   +0 30 28.7
 OL0570
 OL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6058667406(NAD 83)
 OL0570
 OL0570                          SUPERSEDED SURVEY CONTROL
 OL0570
 OL0570  NAD 83(1986)-  43 03 24.97303(N)    086 15 21.60884(W) AD(       ) 3
 OL0570  NAD 27      -  43 03 24.91000(N)    086 15 21.42000(W) AD(       ) 3
 OL0570
 OL0570.Superseded values are not recommended for survey control.
 OL0570
 OL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0570.See file dsdata.pdf to determine how the superseded data were derived.
 OL0570
 OL0570_MARKER: 15 = RANGE MARKER
 OL0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0570+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 OL0570
 OL0570  HISTORY     - Date     Condition        Report By
 OL0570  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0570  HISTORY     - 19960913 GOOD             USPSQD
 OL0570  HISTORY     - 19970308 GOOD             USPSQD
 OL0570  HISTORY     - 20050326 GOOD             USPSQD
 OL0570
 OL0570                          STATION DESCRIPTION
 OL0570
 OL0570'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0571 ***********************************************************************
 OL0571  DESIGNATION -  GRAND HAVEN PIERHEAD R RNG LT
 OL0571  PID         -  OL0571
 OL0571  STATE/COUNTY-  MI/OTTAWA
 OL0571  COUNTRY     -  US
 OL0571  USGS QUAD   -  GRAND HAVEN OE W (2017)
 OL0571
 OL0571                         *CURRENT SURVEY CONTROL
 OL0571  ______________________________________________________________________
 OL0571* NAD 83(1994) POSITION- 43 03 25.99440(N) 086 15 13.81358(W)   ADJUSTED
 OL0571  ______________________________________________________________________
 OL0571  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 OL0571  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC18
 OL0571  HORZ ORDER      -  THIRD
 OL0571
 OL0571.The horizontal coordinates were established by classical geodetic methods
 OL0571.and adjusted by the National Geodetic Survey in February 1997.
 OL0571
 OL0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0571.GEOID18 height accuracy estimate available here.
 OL0571
 OL0571.Click photographs - Photos may exist for this station.
 OL0571
 OL0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0571
 OL0571. The following values were computed from the NAD 83(1994) position.
 OL0571
 OL0571;                    North         East     Units Scale Factor Converg.
 OL0571;SPC MI S     -   174,695.608 3,846,287.664   MT  0.99991138   -1 17 03.4
 OL0571;SPC MI S     -   573,148.32 12,619,054.02   iFT  0.99991138   -1 17 03.4
 OL0571;UTM  16      - 4,767,439.217   560,762.160   MT  0.99964542   +0 30 34.0
 OL0571
 OL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6076267439(NAD 83)
 OL0571
 OL0571                          SUPERSEDED SURVEY CONTROL
 OL0571
 OL0571  NAD 83(1986)-  43 03 25.99729(N)    086 15 13.82410(W) AD(       ) 3
 OL0571  NAD 27      -  43 03 25.93500(N)    086 15 13.63100(W) AD(       ) 3
 OL0571
 OL0571.Superseded values are not recommended for survey control.
 OL0571
 OL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0571.See file dsdata.pdf to determine how the superseded data were derived.
 OL0571
 OL0571_MARKER: 15 = RANGE MARKER
 OL0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0571+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 OL0571
 OL0571  HISTORY     - Date     Condition        Report By
 OL0571  HISTORY     - 1932     FIRST OBSERVED   CGS
 OL0571  HISTORY     - 19970308 GOOD             USPSQD
 OL0571  HISTORY     - 20050326 GOOD             USPSQD
 OL0571
 OL0571                          STATION DESCRIPTION
 OL0571
 OL0571'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0675 ***********************************************************************
 RK0675  DESIGNATION -  GRAND ISLAND
 RK0675  PID         -  RK0675
 RK0675  STATE/COUNTY-  MI/ALGER
 RK0675  COUNTRY     -  US
 RK0675  USGS QUAD   -  WOOD ISLAND (2017)
 RK0675
 RK0675                         *CURRENT SURVEY CONTROL
 RK0675  ______________________________________________________________________
 RK0675* NAD 83(1994) POSITION- 46 31 43.01748(N) 086 41 35.25917(W)   ADJUSTED
 RK0675* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 RK0675  ______________________________________________________________________
 RK0675  GEOID HEIGHT    -        -35.542 (meters)                     GEOID18
 RK0675  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 RK0675  HORZ ORDER      -  FIRST
 RK0675
 RK0675.The horizontal coordinates were established by classical geodetic methods
 RK0675.and adjusted by the National Geodetic Survey in February 1997.
 RK0675
 RK0675.The orthometric height was scaled from a topographic map.
 RK0675
 RK0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0675.GEOID18 height accuracy estimate available here.
 RK0675
 RK0675.Click photographs - Photos may exist for this station.
 RK0675
 RK0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0675
 RK0675. The following values were computed from the NAD 83(1994) position.
 RK0675
 RK0675;                    North         East     Units Scale Factor Converg.
 RK0675;SPC MI N     -   194,024.461 8,023,541.829   MT  0.99991183   +0 13 18.5
 RK0675;SPC MI N     -   636,563.19 26,323,956.13   iFT  0.99991183   +0 13 18.5
 RK0675;UTM  16      - 5,152,828.817   523,534.541   MT  0.99960681   +0 13 21.7
 RK0675
 RK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0675!SPC MI N     -   0.99995823  x   0.99991183  =   0.99987006
 RK0675!UTM  16      -   0.99995823  x   0.99960681  =   0.99956505
 RK0675
 RK0675:                Primary Azimuth Mark                     Grid Az
 RK0675:SPC MI N     -  DIVIDE                                   172 04 02.1
 RK0675:UTM  16      -  DIVIDE                                   172 03 58.9
 RK0675
 RK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2353452828(NAD 83)
 RK0675
 RK0675|---------------------------------------------------------------------|
 RK0675| PID    Reference Object                     Distance      Geod. Az  |
 RK0675|                                                           dddmmss.s |
 RK0675| RK0641 DIVIDE                              APPROX.18.8 KM 1721720.6 |
 RK0675|---------------------------------------------------------------------|
 RK0675
 RK0675                          SUPERSEDED SURVEY CONTROL
 RK0675
 RK0675  NAD 83(1986)-  46 31 43.01089(N)    086 41 35.25503(W) AD(       ) 1
 RK0675  NAD 27      -  46 31 43.24000(N)    086 41 34.69000(W) AD(       ) 1
 RK0675  USSD        -  46 31 43.52800(N)    086 41 34.46900(W) AD(       ) 3
 RK0675
 RK0675.Superseded values are not recommended for survey control.
 RK0675
 RK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0675.See file dsdata.pdf to determine how the superseded data were derived.
 RK0675
 RK0675_MARKER: V = STONE MONUMENT
 RK0675_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RK0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0675
 RK0675  HISTORY     - Date     Condition        Report By
 RK0675  HISTORY     - 1872     MONUMENTED       COASUR
 RK0675  HISTORY     - 1919     SEE DESCRIPTION  CGS
 RK0675  HISTORY     - 1929     GOOD             CGS
 RK0675  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0675
 RK0675                          STATION DESCRIPTION
 RK0675
 RK0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 RK0675'REPORTED THAT STATION MARK WAS LEANING
 RK0675'SLIGHTLY AND WAS SET PLUMB.  WITNESS STONES COULD NOT BE LOCATED.
 RK0675
 RK0675                          STATION RECOVERY (1929)
 RK0675
 RK0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 RK0675'ON HIGHEST PART OF GRAND ISLAND, ABOUT 2 MILES SOUTH OF LIGHTHOUSE.
 RK0675'MARKED BY STONE POST ABOUT 4 INCHES BELOW SURFACE OF GROUND.  THREE
 RK0675'WITNESS STONES WERE SET NORTH, EAST, AND SOUTH OF STATION, EACH 10
 RK0675'FEET AWAY.
 RK0675
 RK0675                          STATION RECOVERY (1955)
 RK0675
 RK0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0675'TRIANGULATION STATION GRAND 1955 WAS ESTABLISHED.
 RK0675'WHEN THE GEOGRAPHIC POSITION OF THE NEW STATION WAS COMPUTED IT WAS
 RK0675'FOUND TO BE APPROXIMATELY 350 METERS FROM THE OLD STATION GRAND ID
 RK0675'1872.  THE AREA IS HEAVILY TIMBERED AND A CONSIDERABLE AMOUNT OF
 RK0675'CLEARING WOULD HAVE BEEN REQUIRED IN ORDER TO TRAVERSE THIS
 RK0675'DISTANCE, CONSEQUENTLY, NO SEARCH WAS MADE FOR THE OLD MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1464 ***********************************************************************
 NF1464  DESIGNATION -  GRAND LEDGE MUN TANK
 NF1464  PID         -  NF1464
 NF1464  STATE/COUNTY-  MI/EATON
 NF1464  COUNTRY     -  US
 NF1464  USGS QUAD   -  WACOUSTA (2017)
 NF1464
 NF1464                         *CURRENT SURVEY CONTROL
 NF1464  ______________________________________________________________________
 NF1464* NAD 83(1994) POSITION- 42 45 22.15914(N) 084 44 39.56131(W)   ADJUSTED
 NF1464  ______________________________________________________________________
 NF1464  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 NF1464  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 NF1464  HORZ ORDER      -  THIRD
 NF1464
 NF1464.The horizontal coordinates were established by classical geodetic methods
 NF1464.and adjusted by the National Geodetic Survey in February 1997.
 NF1464
 NF1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1464.GEOID18 height accuracy estimate available here.
 NF1464
 NF1464.Click photographs - Photos may exist for this station.
 NF1464
 NF1464.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1464
 NF1464. The following values were computed from the NAD 83(1994) position.
 NF1464
 NF1464;                    North         East     Units Scale Factor Converg.
 NF1464;SPC MI S     -   139,599.598 3,969,086.982   MT  0.99990940   -0 15 25.2
 NF1464;SPC MI S     -   458,003.93 13,021,938.92   iFT  0.99990940   -0 15 25.2
 NF1464;UTM  16      - 4,736,204.198   684,585.732   MT  1.00001919   +1 31 54.4
 NF1464
 NF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8458536204(NAD 83)
 NF1464
 NF1464                          SUPERSEDED SURVEY CONTROL
 NF1464
 NF1464  NAD 83(1986)-  42 45 22.15738(N)    084 44 39.57918(W) AD(       ) 3
 NF1464  NAD 27      -  42 45 22.03231(N)    084 44 39.62934(W) AD(       ) 3
 NF1464
 NF1464.Superseded values are not recommended for survey control.
 NF1464
 NF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1464.See file dsdata.pdf to determine how the superseded data were derived.
 NF1464
 NF1464_MARKER: 53 = ELEVATED TANK
 NF1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1464+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 NF1464
 NF1464  HISTORY     - Date     Condition        Report By
 NF1464  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1464  HISTORY     - 1976     GOOD             NGS
 NF1464  HISTORY     - 19950822 GOOD             USPSQD
 NF1464  HISTORY     - 20030622 GOOD             GEOCAC
 NF1464
 NF1464                          STATION DESCRIPTION
 NF1464
 NF1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1464'THE STATION IS THE BALL ATOP AND CENTER OF THE GRAND LEDGE MUNICIPAL
 NF1464'WATER TANK 1969.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 NF1464'AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4 I-BEAM LEGS.  IT IS BLUE
 NF1464'IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1464'
 NF1464'LOCATED 0.3 MILE NORTHEAST OF THE CENTER OF GRAND LEDGE, 110 FEET
 NF1464'WEST OF THE INTERSECTION OF FRONT STREET AND MADISON STREET, 78 FEET
 NF1464'SOUTHWEST OF THE CENTER LINE OF FRONT STREET.
 NF1464
 NF1464                          STATION RECOVERY (1995)
 NF1464
 NF1464'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1464'RECOVERED IN GOOD CONDITION.
 NF1464
 NF1464                          STATION RECOVERY (2003)
 NF1464
 NF1464'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1535 ***********************************************************************
 NF1535  DESIGNATION -  GRAND LEDGE S MUN TANK
 NF1535  PID         -  NF1535
 NF1535  STATE/COUNTY-  MI/EATON
 NF1535  COUNTRY     -  US
 NF1535  USGS QUAD   -  DIMONDALE (2017)
 NF1535
 NF1535                         *CURRENT SURVEY CONTROL
 NF1535  ______________________________________________________________________
 NF1535* NAD 83(1994) POSITION- 42 44 24.81927(N) 084 44 47.32185(W)   ADJUSTED
 NF1535  ______________________________________________________________________
 NF1535  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 NF1535  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 NF1535  HORZ ORDER      -  THIRD
 NF1535
 NF1535.The horizontal coordinates were established by classical geodetic methods
 NF1535.and adjusted by the National Geodetic Survey in February 1997.
 NF1535
 NF1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1535.GEOID18 height accuracy estimate available here.
 NF1535
 NF1535.Click photographs - Photos may exist for this station.
 NF1535
 NF1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1535
 NF1535. The following values were computed from the NAD 83(1994) position.
 NF1535
 NF1535;                    North         East     Units Scale Factor Converg.
 NF1535;SPC MI S     -   137,831.191 3,968,902.547   MT  0.99991006   -0 15 30.5
 NF1535;SPC MI S     -   452,202.07 13,021,333.82   iFT  0.99991006   -0 15 30.5
 NF1535;UTM  16      - 4,734,430.703   684,456.566   MT  1.00001861   +1 31 47.4
 NF1535
 NF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8445634430(NAD 83)
 NF1535
 NF1535                          SUPERSEDED SURVEY CONTROL
 NF1535
 NF1535  NAD 83(1986)-  42 44 24.81767(N)    084 44 47.33983(W) AD(       ) 3
 NF1535  NAD 27      -  42 44 24.69317(N)    084 44 47.39083(W) AD(       ) 3
 NF1535
 NF1535.Superseded values are not recommended for survey control.
 NF1535
 NF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1535.See file dsdata.pdf to determine how the superseded data were derived.
 NF1535
 NF1535_MARKER: 53 = ELEVATED TANK
 NF1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1535+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 NF1535
 NF1535  HISTORY     - Date     Condition        Report By
 NF1535  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1535  HISTORY     - 19950822 GOOD             USPSQD
 NF1535  HISTORY     - 20030702 GOOD             GEOCAC
 NF1535
 NF1535                          STATION DESCRIPTION
 NF1535
 NF1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1535'THE STATION IS THE APEX OF VENT OF THE GRAND LEDGE SOUTH MUNICIPAL
 NF1535'WATER TANK.  IT IS A SINGULAR COLUMN, SPHEROID SHAPED TANK, PASTEL
 NF1535'BLUE IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1535'
 NF1535'LOCATED 0.8 MILE SOUTH OF THE CENTER OF GRAND LEDGE, 0.3 MILE WEST OF
 NF1535'STATE HIGHWAY 100, AND 220 FEET SOUTH OF THE CENTER LINE OF STATE
 NF1535'HIGHWAY 43.
 NF1535
 NF1535                          STATION RECOVERY (1995)
 NF1535
 NF1535'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1535'RECOVERED IN GOOD CONDITION.
 NF1535
 NF1535                          STATION RECOVERY (2003)
 NF1535
 NF1535'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1535'NOW IS PAINTED DARK BLUE WITH THE WORDS 'GRAND LEDGE' PAINTED IN
 NF1535'YELLOW ON THE EAST AND WEST FACES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1243 ***********************************************************************
 RJ1243  DESIGNATION -  GRAND MARAIS HBR REFUGE OUT LT
 RJ1243  PID         -  RJ1243
 RJ1243  STATE/COUNTY-  MI/ALGER
 RJ1243  COUNTRY     -  US
 RJ1243  USGS QUAD   -  GRAND MARAIS (2017)
 RJ1243
 RJ1243                         *CURRENT SURVEY CONTROL
 RJ1243  ______________________________________________________________________
 RJ1243* NAD 83(1994) POSITION- 46 41 01.52690(N) 085 58 18.93458(W)   ADJUSTED
 RJ1243  ______________________________________________________________________
 RJ1243  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 RJ1243  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 RJ1243  HORZ ORDER      -  THIRD
 RJ1243
 RJ1243.The horizontal coordinates were established by classical geodetic methods
 RJ1243.and adjusted by the National Geodetic Survey in February 1997.
 RJ1243
 RJ1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1243.GEOID18 height accuracy estimate available here.
 RJ1243
 RJ1243.Click photographs - Photos may exist for this station.
 RJ1243
 RJ1243.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1243
 RJ1243. The following values were computed from the NAD 83(1994) position.
 RJ1243
 RJ1243;                    North         East     Units Scale Factor Converg.
 RJ1243;SPC MI N     -   211,733.491 8,078,643.385   MT  0.99992700   +0 44 35.1
 RJ1243;SPC MI N     -   694,663.68 26,504,735.52   iFT  0.99992700   +0 44 35.1
 RJ1243;UTM  16      - 5,170,535.422   578,619.629   MT  0.99967597   +0 44 53.0
 RJ1243
 RJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7861970535(NAD 83)
 RJ1243
 RJ1243                          SUPERSEDED SURVEY CONTROL
 RJ1243
 RJ1243  NAD 83(1986)-  46 41 01.52144(N)    085 58 18.93120(W) AD(       ) 3
 RJ1243  NAD 27      -  46 41 01.58938(N)    085 58 18.30592(W) AD(       ) 3
 RJ1243
 RJ1243.Superseded values are not recommended for survey control.
 RJ1243
 RJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1243.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1243
 RJ1243_MARKER: 14 = NAVIGATION LIGHT
 RJ1243_MARK LOGO: CGS
 RJ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1243+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1243
 RJ1243  HISTORY     - Date     Condition        Report By
 RJ1243  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1243  HISTORY     - 1981     GOOD             NOS
 RJ1243  HISTORY     - 19960605 GOOD             MI-003
 RJ1243  HISTORY     - 19990907 GOOD             USPSQD
 RJ1243  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1243
 RJ1243                          STATION DESCRIPTION
 RJ1243
 RJ1243'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1243'THE STATION IS THE CENTER OF THE ROOF OF THE WHITE
 RJ1243'SQUARE PYRAMIDAL TOWER AT THE OUTER HARBOR.
 RJ1243
 RJ1243                          STATION RECOVERY (1996)
 RJ1243
 RJ1243'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RJ1243'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS THE CENTER OF THE
 RJ1243'ROOF OF THE WHITE SQUARE PYRAMIDAL TOWER AT THE OUTER HARBOR, CGS
 RJ1243'DESCRIPTION.
 RJ1243
 RJ1243                          STATION RECOVERY (1999)
 RJ1243
 RJ1243'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1243'RECOVERED IN GOOD CONDITION.
 RJ1243
 RJ1243                          STATION RECOVERY (2004)
 RJ1243
 RJ1243'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1245 ***********************************************************************
 RJ1245  DESIGNATION -  GRAND MARAIS HBR REFUGE IN LT
 RJ1245  PID         -  RJ1245
 RJ1245  STATE/COUNTY-  MI/ALGER
 RJ1245  COUNTRY     -  US
 RJ1245  USGS QUAD   -  GRAND MARAIS (2017)
 RJ1245
 RJ1245                         *CURRENT SURVEY CONTROL
 RJ1245  ______________________________________________________________________
 RJ1245* NAD 83(1994) POSITION- 46 40 35.91817(N) 085 58 16.66839(W)   ADJUSTED
 RJ1245  ______________________________________________________________________
 RJ1245  GEOID HEIGHT    -        -35.964 (meters)                     GEOID18
 RJ1245  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 RJ1245  HORZ ORDER      -  THIRD
 RJ1245
 RJ1245.The horizontal coordinates were established by classical geodetic methods
 RJ1245.and adjusted by the National Geodetic Survey in February 1997.
 RJ1245
 RJ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1245.GEOID18 height accuracy estimate available here.
 RJ1245
 RJ1245.Click photographs - Photos may exist for this station.
 RJ1245
 RJ1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1245
 RJ1245. The following values were computed from the NAD 83(1994) position.
 RJ1245
 RJ1245;                    North         East     Units Scale Factor Converg.
 RJ1245;SPC MI N     -   210,943.467 8,078,701.797   MT  0.99992614   +0 44 36.7
 RJ1245;SPC MI N     -   692,071.74 26,504,927.16   iFT  0.99992614   +0 44 36.7
 RJ1245;UTM  16      - 5,169,745.601   578,678.095   MT  0.99967609   +0 44 54.3
 RJ1245
 RJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7867869745(NAD 83)
 RJ1245
 RJ1245                          SUPERSEDED SURVEY CONTROL
 RJ1245
 RJ1245  NAD 83(1986)-  46 40 35.91244(N)    085 58 16.66500(W) AD(       ) 3
 RJ1245  NAD 27      -  46 40 35.97963(N)    085 58 16.04233(W) AD(       ) 3
 RJ1245
 RJ1245.Superseded values are not recommended for survey control.
 RJ1245
 RJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1245.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1245
 RJ1245_MARKER: 14 = NAVIGATION LIGHT
 RJ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1245+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1245
 RJ1245  HISTORY     - Date     Condition        Report By
 RJ1245  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1245  HISTORY     - 1981     GOOD             NOS
 RJ1245  HISTORY     - 19940801 GOOD             USPSQD
 RJ1245  HISTORY     - 19990907 GOOD             USPSQD
 RJ1245  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1245
 RJ1245                          STATION DESCRIPTION
 RJ1245
 RJ1245'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1245'THE STATION IS THE CENTER OF THE ROOF OF THE WHITE SQUARE
 RJ1245'PYRAMIDAL TOWER ON THE BREAKWATER
 RJ1245'IN THE HARBOR.
 RJ1245
 RJ1245                          STATION RECOVERY (1994)
 RJ1245
 RJ1245'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1245'RECOVERED IN GOOD CONDITION.
 RJ1245
 RJ1245                          STATION RECOVERY (1999)
 RJ1245
 RJ1245'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1245'RECOVERED IN GOOD CONDITION.
 RJ1245
 RJ1245                          STATION RECOVERY (2004)
 RJ1245
 RJ1245'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AJ5555 ***********************************************************************
 AJ5555  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5555  DESIGNATION -  GRAND RAPIDS CORS ARP
 AJ5555  CORS_ID     -  GRAR
 AJ5555  PID         -  AJ5555
 AJ5555  STATE/COUNTY-  MI/KENT
 AJ5555  COUNTRY     -  US
 AJ5555  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 AJ5555
 AJ5555                         *CURRENT SURVEY CONTROL
 AJ5555  ______________________________________________________________________
 AJ5555* NAD 83(2011) POSITION- 42 59 19.66768(N) 085 40 27.60926(W)   ADJUSTED
 AJ5555* NAD 83(2011) ELLIP HT-   157.015 (meters)        (04/??/25)   ADJUSTED
 AJ5555* NAD 83(2011) EPOCH   -  2010.00
 AJ5555* NAVD 88 ORTHO HEIGHT -   190.622 (meters)      625.40  (feet) ADJUSTED
 AJ5555  ______________________________________________________________________
 AJ5555  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 AJ5555  NAD 83(2011) X  -    352,456.540 (meters)                     COMP
 AJ5555  NAD 83(2011) Y  - -4,659,605.860 (meters)                     COMP
 AJ5555  NAD 83(2011) Z  -  4,326,698.482 (meters)                     COMP
 AJ5555  VERT ORDER      -  FIRST     CLASS II
 AJ5555
 AJ5555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5555  Standards:
 AJ5555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5555  -------------------------------------------------------------------
 AJ5555  NETWORK    0.19   0.29           0.08   0.07   0.15     -0.30081600
 AJ5555  -------------------------------------------------------------------
 AJ5555
 AJ5555.The coordinates were established by GPS observations
 AJ5555.and adjusted by the National Geodetic Survey in April 2025.
 AJ5555
 AJ5555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5555.been affixed to the stable North American Tectonic Plate. 
 AJ5555
 AJ5555.The coordinates are valid at the epoch date displayed above
 AJ5555.which is a decimal equivalence of Year/Month/Day.
 AJ5555
 AJ5555.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ5555.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ5555.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ5555.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ5555.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ5555.published epoch of 2010.00.
 AJ5555
 AJ5555.Additional information on MYCS is available at:
 AJ5555.https://geodesy.noaa.gov/CORS/index.shtml
 AJ5555
 AJ5555.The orthometric height was determined by differential leveling and
 AJ5555.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5555.in October 2009.
 AJ5555
 AJ5555.No vertical observational check was made to the station.
 AJ5555
 AJ5555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5555.GEOID18 height accuracy estimate available here.
 AJ5555
 AJ5555.The PID for the CORS L1 Phase Center is DR5926.
 AJ5555
 AJ5555.Click photographs - Photos may exist for this station.
 AJ5555
 AJ5555.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5555
 AJ5555.The ellipsoidal height was determined by GPS observations
 AJ5555.and is referenced to NAD 83.
 AJ5555
 AJ5555. The following values were computed from the NAD 83(2011) position.
 AJ5555
 AJ5555;                    North         East     Units Scale Factor Converg.
 AJ5555;SPC MI S     -   166,200.180 3,893,366.058   MT  0.99990851   -0 53 23.7
 AJ5555;SPC MI S     -   545,276.18 12,773,510.69   iFT  0.99990851   -0 53 23.7
 AJ5555;UTM  16      - 4,760,423.248   608,073.019   MT  0.99974368   +0 54 14.4
 AJ5555
 AJ5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5555!SPC MI S     -   0.99997538  x   0.99990851  =   0.99988389
 AJ5555!UTM  16      -   0.99997538  x   0.99974368  =   0.99971906
 AJ5555
 AJ5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0807360423(NAD 83)
 AJ5555
 AJ5555                          SUPERSEDED SURVEY CONTROL
 AJ5555
 AJ5555  NAD 83(2011)-  42 59 19.66771(N)    085 40 27.60962(W) AD(2010.00) c
 AJ5555  ELLIP H (07/??/20)  157.011  (m)                       GP(2010.00) c c
 AJ5555  NAD 83(2011)-  42 59 19.66776(N)    085 40 27.60961(W) AD(2010.00) c
 AJ5555  ELLIP H (06/??/19)  157.015  (m)                       GP(2010.00) c c
 AJ5555  NAD 83(2011)-  42 59 19.66772(N)    085 40 27.60921(W) AD(2010.00) c
 AJ5555  NAD 83(2011)-  42 59 19.66769(N)    085 40 27.60934(W) AD(2010.00) c
 AJ5555  ELLIP H (08/??/11)  157.005  (m)                       GP(2010.00) c c
 AJ5555  NAD 83(2007)-  42 59 19.66796(N)    085 40 27.61018(W) AD(2002.00) c
 AJ5555  NAD 83(CORS)-  42 59 19.66796(N)    085 40 27.61018(W) AD(2002.00) c
 AJ5555  ELLIP H (03/??/02)  157.026  (m)                       GP(2002.00) c c
 AJ5555  NAD 83(CORS)-  42 59 19.66794(N)    085 40 27.61017(W) AD(1997.00) c
 AJ5555  ELLIP H (10/??/01)  157.026  (m)                       GP(1997.00) c c
 AJ5555  NAVD 88             190.62   (m)          625.4    (f) LEVELING    3  
 AJ5555
 AJ5555.Superseded values are not recommended for survey control.
 AJ5555
 AJ5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5555.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5555
 AJ5555_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5555
 AJ5555                          STATION DESCRIPTION
 AJ5555
 AJ5555'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ5555'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ5555'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ5555'AND LOG FILES ACCESSIBLE AT:
 AJ5555'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1646 ***********************************************************************
 NF1646  DESIGNATION -  GRAND RAPIDS NATL BANK DOME
 NF1646  PID         -  NF1646
 NF1646  STATE/COUNTY-  MI/KENT
 NF1646  COUNTRY     -  US
 NF1646  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 NF1646
 NF1646                         *CURRENT SURVEY CONTROL
 NF1646  ______________________________________________________________________
 NF1646* NAD 83(1994) POSITION- 42 57 58.15166(N) 085 40 17.14687(W)   ADJUSTED
 NF1646  ______________________________________________________________________
 NF1646  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 NF1646  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 NF1646  HORZ ORDER      -  THIRD
 NF1646
 NF1646.The horizontal coordinates were established by classical geodetic methods
 NF1646.and adjusted by the National Geodetic Survey in February 1997.
 NF1646
 NF1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1646.GEOID18 height accuracy estimate available here.
 NF1646
 NF1646.Click photographs - Photos may exist for this station.
 NF1646
 NF1646.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1646
 NF1646. The following values were computed from the NAD 83(1994) position.
 NF1646
 NF1646;                    North         East     Units Scale Factor Converg.
 NF1646;SPC MI S     -   163,681.536 3,893,564.049   MT  0.99990788   -0 53 16.5
 NF1646;SPC MI S     -   537,012.91 12,774,160.27   iFT  0.99990788   -0 53 16.5
 NF1646;UTM  16      - 4,757,912.447   608,349.703   MT  0.99974442   +0 54 20.1
 NF1646
 NF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0834957912(NAD 83)
 NF1646
 NF1646                          SUPERSEDED SURVEY CONTROL
 NF1646
 NF1646  NAD 83(1986)-  42 57 58.15147(N)    085 40 17.16015(W) AD(       ) 3
 NF1646  NAD 27      -  42 57 58.05224(N)    085 40 17.04766(W) AD(       ) 3
 NF1646
 NF1646.Superseded values are not recommended for survey control.
 NF1646
 NF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1646.See file dsdata.pdf to determine how the superseded data were derived.
 NF1646
 NF1646_MARKER: 87 = DOME
 NF1646
 NF1646  HISTORY     - Date     Condition        Report By
 NF1646  HISTORY     - 1931     FIRST OBSERVED   CGS
 NF1646  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF1646
 NF1646                          STATION DESCRIPTION
 NF1646
 NF1646'DESCRIBED BY US POWER SQUADRON 1983 (MWW)
 NF1646'DOME IS NO LONGER LIT STRUCTURE IS STILL IN PLACE.
 NF1646'
 NF1646'BUILDING IS NOW CALLED MCKAY TOWER 146 MONROE CTR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0139 ***********************************************************************
 QJ0139  DESIGNATION -  GRAND RM 1
 QJ0139  PID         -  QJ0139
 QJ0139  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0139  COUNTRY     -  US
 QJ0139  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0139
 QJ0139                         *CURRENT SURVEY CONTROL
 QJ0139  ______________________________________________________________________
 QJ0139* NAD 83(1986) POSITION- 45 20 17.10   (N) 083 32 06.48   (W)   HD_HELD1
 QJ0139* NAVD 88 ORTHO HEIGHT -   198.354 (meters)      650.77  (feet) ADJUSTED
 QJ0139  ______________________________________________________________________
 QJ0139  GEOID HEIGHT    -        -36.926 (meters)                     GEOID18
 QJ0139  DYNAMIC HEIGHT  -        198.343 (meters)      650.73  (feet) COMP
 QJ0139  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 QJ0139
 QJ0139  VERT ORDER      -  FIRST     CLASS II
 QJ0139
 QJ0139.The horizontal coordinates were determined by differentially corrected
 QJ0139.hand held GPS observations or other comparable positioning techniques
 QJ0139.and have an estimated accuracy of +/- 3 meters.
 QJ0139
 QJ0139.The orthometric height was determined by differential leveling and
 QJ0139.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0139.in June 1991.
 QJ0139
 QJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0139.GEOID18 height accuracy estimate available here.
 QJ0139
 QJ0139.Click photographs - Photos may exist for this station.
 QJ0139
 QJ0139.The dynamic height is computed by dividing the NAVD 88
 QJ0139.geopotential number by the normal gravity value computed on the
 QJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0139.degrees latitude (g = 980.6199 gals.).
 QJ0139
 QJ0139.The modeled gravity was interpolated from observed gravity values.
 QJ0139
 QJ0139;                    North         East    Units  Estimated Accuracy
 QJ0139;SPC MI C     -   224,955.9   6,065,171.8     MT  (+/- 3 meters HH1 GPS) 
 QJ0139
 QJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0137123634(NAD 83)
 QJ0139
 QJ0139                          SUPERSEDED SURVEY CONTROL
 QJ0139
 QJ0139.No superseded survey control is available for this station.
 QJ0139
 QJ0139_MARKER: DR = REFERENCE MARK DISK
 QJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0139_STAMPING: GRAND NO 1 1956
 QJ0139_MARK LOGO: CGS
 QJ0139_PROJECTION: FLUSH
 QJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0139+STABILITY: SURFACE MOTION
 QJ0139
 QJ0139  HISTORY     - Date     Condition        Report By
 QJ0139  HISTORY     - 1956     MONUMENTED       CGS
 QJ0139  HISTORY     - 1983     GOOD             NGS
 QJ0139
 QJ0139                          STATION DESCRIPTION
 QJ0139
 QJ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0139'28.5 KM (17.7 MI) ESE FROM ROGERS CITY.
 QJ0139'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0139'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0139'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0139'COUNTY ROAD E 638 TO A REVERSE-Y GRAVELED ROAD (OLD STATE ROAD),
 QJ0139'THENCE 0.7 KM (0.45 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD, AT
 QJ0139'THE TOP OF A SMALL HILL, ABOUT 1.52 METERS (5.0 FT) LOWER THAN THE
 QJ0139'STATION MARK, 7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF OLD
 QJ0139'STATE ROAD, AND 30.51 METERS (100.12 FT) SOUTH OF THE STATION MARK
 QJ0139'(GRAND 1956).
 QJ0139'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 QJ0139'THE MARK IS 0.1 M BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1702 ***********************************************************************
 NF1702  DESIGNATION -  GRAND RM 1
 NF1702  PID         -  NF1702
 NF1702  STATE/COUNTY-  MI/CLINTON
 NF1702  COUNTRY     -  US
 NF1702  USGS QUAD   -  WACOUSTA (2017)
 NF1702
 NF1702                         *CURRENT SURVEY CONTROL
 NF1702  ______________________________________________________________________
 NF1702* NAD 83(1986) POSITION- 42 47 06.06   (N) 084 40 03.81   (W)   HD_HELD1
 NF1702* NAVD 88 ORTHO HEIGHT -   261.491 (meters)      857.91  (feet) ADJUSTED
 NF1702  ______________________________________________________________________
 NF1702  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 NF1702  DYNAMIC HEIGHT  -        261.418 (meters)      857.67  (feet) COMP
 NF1702  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 NF1702
 NF1702  VERT ORDER      -  FIRST     CLASS II
 NF1702
 NF1702.The horizontal coordinates were determined by differentially corrected
 NF1702.hand held GPS observations or other comparable positioning techniques
 NF1702.and have an estimated accuracy of +/- 3 meters.
 NF1702
 NF1702.The orthometric height was determined by differential leveling and
 NF1702.adjusted by the NATIONAL GEODETIC SURVEY
 NF1702.in January 2002.
 NF1702
 NF1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1702.GEOID18 height accuracy estimate available here.
 NF1702
 NF1702.Click photographs - Photos may exist for this station.
 NF1702
 NF1702.The dynamic height is computed by dividing the NAVD 88
 NF1702.geopotential number by the normal gravity value computed on the
 NF1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1702.degrees latitude (g = 980.6199 gals.).
 NF1702
 NF1702.The modeled gravity was interpolated from observed gravity values.
 NF1702
 NF1702;                    North         East    Units  Estimated Accuracy
 NF1702;SPC MI S     -   142,780.2   3,975,368.3     MT  (+/- 3 meters HH1 GPS) 
 NF1702
 NF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9076539579(NAD 83)
 NF1702
 NF1702                          SUPERSEDED SURVEY CONTROL
 NF1702
 NF1702.No superseded survey control is available for this station.
 NF1702
 NF1702_MARKER: DR = REFERENCE MARK DISK
 NF1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1702_STAMPING: GRAND NO 1 1976
 NF1702_MARK LOGO: NGS
 NF1702_PROJECTION: FLUSH
 NF1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1702+STABILITY: SURFACE MOTION
 NF1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1702+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 NF1702
 NF1702  HISTORY     - Date     Condition        Report By
 NF1702  HISTORY     - 1976     MONUMENTED       NGS
 NF1702  HISTORY     - 19820415 GOOD             NGS
 NF1702  HISTORY     - 19921113 GOOD             NGS
 NF1702  HISTORY     - 19990408 GOOD             NGS
 NF1702  HISTORY     - 20070203 MARK NOT FOUND   USPSQD
 NF1702
 NF1702                          STATION DESCRIPTION
 NF1702
 NF1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NF1702'STATION IS LOCATED IN QUAD. 420844, 11.3 KM (7.0 MI) NORTHWEST OF
 NF1702'DOWNTOWN LANSING, 8.0 KM (5.0 MI) NORTHEAST OF GRAND LEDGE, 0.32 KM
 NF1702'(0.20 MI) EAST OF THE JUNCTION OF INTERTSTATE HIGHWAY 96 AND GRAND
 NF1702'RIVER AVENUE, ON ROAD RIGHT-OF-WAY, IN WEEDS IN A FLAT AREA ALONG
 NF1702'SIDE A HIGHWAY ON-RAMP, IN THE SOUTHEAST 1/4 OF SEC. 28, T-5-N,
 NF1702'R-3-W.
 NF1702'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NF1702'AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.35 KM (0.22 MI) TO THE
 NF1702'ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN RURN LEFT
 NF1702'ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE RIGHT-OF-WAY
 NF1702'FENCE 0.08 KM (0.05 MI) TO STATION ON LEFT.
 NF1702'REFERENCE MARK NO 1, IS SET FLUSH WITH THE GROUND.  IT IS 1.98 M
 NF1702'(6.50 FT) EAST-SOUTHEAST FROM A 4 INCH TREE IN THE FENCE LINE, 0.91 M
 NF1702'(2.99 FT) WEST-SOUTHWEST OF A METAL WITNESS POST IN THE FENCE LINE,
 NF1702'AND 0.31 M (1.02 FT) SOUTH FROM THE FENCE.
 NF1702'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1702
 NF1702                          STATION RECOVERY (1992)
 NF1702
 NF1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1702'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1702'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1702'NORTHWESTERLY ALONG NORTH AND GRAND RIVER AVENUES, 0.3 KM (0.20 MI)
 NF1702'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 48.1 M (157.8
 NF1702'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 32.7
 NF1702'M (107.3 FT) NORTHEAST OF A UTILITY POLE, 29.0 M (95.1 FT)
 NF1702'EAST-SOUTHEAST OF TRIANGULATION STATION GRAND, 0.9 M (3.0 FT)
 NF1702'NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 NF1702'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1702
 NF1702                          STATION RECOVERY (1999)
 NF1702
 NF1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1702'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1702'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1702'NORTHWESTERLY ALONG GRAND RIVER AVENUE TO MARK ON THE RIGHT JUST
 NF1702'BEFORE REACHING OVERPASS OF INTERSTATE HIGHWAY 96.  IT IS 0.3 KM (0.20
 NF1702'MI) SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 48.1 M
 NF1702'(157.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NF1702'AVENUE, 32.7 M (107.3 FT) NORTHEAST OF A UTILITY POLE, 29.0 M (95.1
 NF1702'FT) EAST-SOUTHEAST OF TRIANGULATION STATION GRAND, 0.9 M (3.0 FT)
 NF1702'NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF GRAND
 NF1702'RIVER AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1702
 NF1702                          STATION RECOVERY (2007)
 NF1702
 NF1702'RECOVERY NOTE BY US POWER SQUADRON 2007 (DT)
 NF1702'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0140 ***********************************************************************
 QJ0140  DESIGNATION -  GRAND RM 2
 QJ0140  PID         -  QJ0140
 QJ0140  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0140  COUNTRY     -  US
 QJ0140  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0140
 QJ0140                         *CURRENT SURVEY CONTROL
 QJ0140  ______________________________________________________________________
 QJ0140* NAD 83(1986) POSITION- 45 20 17.94   (N) 083 32 07.49   (W)   HD_HELD1
 QJ0140* NAVD 88 ORTHO HEIGHT -   199.765 (meters)      655.40  (feet) ADJUSTED
 QJ0140  ______________________________________________________________________
 QJ0140  GEOID HEIGHT    -        -36.926 (meters)                     GEOID18
 QJ0140  DYNAMIC HEIGHT  -        199.754 (meters)      655.36  (feet) COMP
 QJ0140  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 QJ0140
 QJ0140  VERT ORDER      -  FIRST     CLASS II
 QJ0140
 QJ0140.The horizontal coordinates were determined by differentially corrected
 QJ0140.hand held GPS observations or other comparable positioning techniques
 QJ0140.and have an estimated accuracy of +/- 3 meters.
 QJ0140
 QJ0140.The orthometric height was determined by differential leveling and
 QJ0140.adjusted by the NATIONAL GEODETIC SURVEY
 QJ0140.in June 1991.
 QJ0140
 QJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0140.GEOID18 height accuracy estimate available here.
 QJ0140
 QJ0140.Click photographs - Photos may exist for this station.
 QJ0140
 QJ0140.The dynamic height is computed by dividing the NAVD 88
 QJ0140.geopotential number by the normal gravity value computed on the
 QJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0140.degrees latitude (g = 980.6199 gals.).
 QJ0140
 QJ0140.The modeled gravity was interpolated from observed gravity values.
 QJ0140
 QJ0140;                    North         East    Units  Estimated Accuracy
 QJ0140;SPC MI C     -   224,981.6   6,065,149.5     MT  (+/- 3 meters HH1 GPS) 
 QJ0140
 QJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0135023661(NAD 83)
 QJ0140
 QJ0140                          SUPERSEDED SURVEY CONTROL
 QJ0140
 QJ0140.No superseded survey control is available for this station.
 QJ0140
 QJ0140_MARKER: DR = REFERENCE MARK DISK
 QJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0140_STAMPING: GRAND NO 2 1956
 QJ0140_MARK LOGO: CGS
 QJ0140_PROJECTION: FLUSH
 QJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0140+STABILITY: SURFACE MOTION
 QJ0140
 QJ0140  HISTORY     - Date     Condition        Report By
 QJ0140  HISTORY     - 1956     MONUMENTED       CGS
 QJ0140  HISTORY     - 1983     GOOD             NGS
 QJ0140  HISTORY     - 20040809 GOOD             USPSQD
 QJ0140
 QJ0140                          STATION DESCRIPTION
 QJ0140
 QJ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0140'28.5 KM (17.75 MI) ESE FROM ROGERS CITY.
 QJ0140'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0140'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0140'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0140'COUNTY ROAD E 638 TO A REVERSE Y-GRAVELED ROAD (OLD STATE ROAD),
 QJ0140'THENCE 0.7 KM (0.45 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD AT THE
 QJ0140'TOP OF A SMALL HILL, 7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF
 QJ0140'OLD STATE ROAD, AND 20.82 METERS (68.33 FT) WEST OF STATION MARK GRAND
 QJ0140'1956.
 QJ0140'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QJ0140'THE MARK IS 0.3 M ABOVE CENTER OF ROAD.
 QJ0140
 QJ0140                          STATION RECOVERY (2004)
 QJ0140
 QJ0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0832 ***********************************************************************
 QK0832  DESIGNATION -  GRAND TRAVERSE LIGHTHOUSE
 QK0832  PID         -  QK0832
 QK0832  STATE/COUNTY-  MI/LEELANAU
 QK0832  COUNTRY     -  US
 QK0832  USGS QUAD   -  NORTHPORT (2017)
 QK0832
 QK0832                         *CURRENT SURVEY CONTROL
 QK0832  ______________________________________________________________________
 QK0832* NAD 83(1994) POSITION- 45 12 36.84117(N) 085 33 00.30716(W)   ADJUSTED
 QK0832  ______________________________________________________________________
 QK0832  GEOID HEIGHT    -        -35.331 (meters)                     GEOID18
 QK0832  LAPLACE CORR    -          7.22  (seconds)                    DEFLEC18
 QK0832  HORZ ORDER      -  THIRD
 QK0832
 QK0832.The horizontal coordinates were established by classical geodetic methods
 QK0832.and adjusted by the National Geodetic Survey in February 1997.
 QK0832
 QK0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0832.GEOID18 height accuracy estimate available here.
 QK0832
 QK0832.Click photographs - Photos may exist for this station.
 QK0832
 QK0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0832
 QK0832. The following values were computed from the NAD 83(1994) position.
 QK0832
 QK0832;                    North         East     Units Scale Factor Converg.
 QK0832;SPC MI C     -   211,092.147 5,907,043.448   MT  0.99992353   -0 50 09.5
 QK0832;SPC MI C     -   692,559.54 19,380,063.81   iFT  0.99992353   -0 50 09.5
 QK0832;UTM  16      - 5,007,327.637   613,856.712   MT  0.99975939   +1 01 44.8
 QK0832
 QK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1385607327(NAD 83)
 QK0832
 QK0832                          SUPERSEDED SURVEY CONTROL
 QK0832
 QK0832  NAD 83(1986)-  45 12 36.83893(N)    085 33 00.30554(W) AD(       ) 3
 QK0832  NAD 27      -  45 12 36.85000(N)    085 32 59.84000(W) AD(       ) 3
 QK0832  USSD        -  45 12 37.28000(N)    085 32 59.30600(W) AD(       ) 3
 QK0832
 QK0832.Superseded values are not recommended for survey control.
 QK0832
 QK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0832.See file dsdata.pdf to determine how the superseded data were derived.
 QK0832
 QK0832_MARKER: 13 = LIGHTHOUSE
 QK0832
 QK0832  HISTORY     - Date     Condition        Report By
 QK0832  HISTORY     - UNK      FIRST OBSERVED   USLS
 QK0832
 QK0832                          STATION DESCRIPTION
 QK0832
 QK0832'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0627 ***********************************************************************
 NE0627  DESIGNATION -  GRAND USLS
 NE0627  PID         -  NE0627
 NE0627  STATE/COUNTY-  MI/WAYNE
 NE0627  COUNTRY     -  US
 NE0627  USGS QUAD   -  DETROIT (2017)
 NE0627
 NE0627                         *CURRENT SURVEY CONTROL
 NE0627  ______________________________________________________________________
 NE0627* NAD 83(1986) POSITION- 42 18 46.     (N) 083 04 53.     (W)   SCALED
 NE0627* NAVD 88 ORTHO HEIGHT -   177.059 (meters)      580.90  (feet) ADJUSTED
 NE0627  ______________________________________________________________________
 NE0627  GEOID HEIGHT    -        -34.544 (meters)                     GEOID18
 NE0627  DYNAMIC HEIGHT  -        177.006 (meters)      580.73  (feet) COMP
 NE0627  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 NE0627
 NE0627  VERT ORDER      -  FIRST     CLASS 0
 NE0627
 NE0627.The horizontal coordinates were scaled from a map and have
 NE0627.an estimated accuracy of +/- 6 seconds.
 NE0627
 NE0627.The orthometric height was determined by differential leveling and
 NE0627.adjusted by the NATIONAL GEODETIC SURVEY
 NE0627.in June 1991.
 NE0627
 NE0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0627.GEOID18 height accuracy estimate available here.
 NE0627
 NE0627.Click photographs - Photos may exist for this station.
 NE0627
 NE0627.The dynamic height is computed by dividing the NAVD 88
 NE0627.geopotential number by the normal gravity value computed on the
 NE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0627.degrees latitude (g = 980.6199 gals.).
 NE0627
 NE0627.The modeled gravity was interpolated from observed gravity values.
 NE0627
 NE0627;                    North         East    Units  Estimated Accuracy
 NE0627;SPC MI S     -    91,090.    4,105,950.      MT  (+/- 180 meters Scaled)
 NE0627
 NE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG284866(NAD 83)
 NE0627
 NE0627                          SUPERSEDED SURVEY CONTROL
 NE0627
 NE0627  NGVD 29 (11/26/84)  177.234  (m)          581.48   (f) ADJUSTED    1 0
 NE0627
 NE0627.Superseded values are not recommended for survey control.
 NE0627
 NE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0627.See file dsdata.pdf to determine how the superseded data were derived.
 NE0627
 NE0627_MARKER: Z = SEE DESCRIPTION
 NE0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0627_SP_SET: STEEL ROD
 NE0627_PROJECTION: FLUSH
 NE0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0627_ROD/PIPE-DEPTH: 2.4 meters
 NE0627
 NE0627  HISTORY     - Date     Condition        Report By
 NE0627  HISTORY     - 1949     MONUMENTED       USLS
 NE0627  HISTORY     - 1970     GOOD             USLS
 NE0627  HISTORY     - 1980     GOOD             NGS
 NE0627  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0627
 NE0627                          STATION DESCRIPTION
 NE0627
 NE0627'DESCRIBED BY US LAKE SURVEY 1970
 NE0627'IN DETROIT.
 NE0627'GRAND IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0627'THE SOUTHEAST CORNER OF WEST JEFFERSON AND WEST GRAND BOULEVARD,
 NE0627'15.3 FEET NORTH OF NORTH RAIL OF UNION BELT RAILROAD, 2.9 FEET
 NE0627'EAST OF EAST EDGE OF WEST GRAND BOULEVARD SIDEWALK, 2.0 FEET
 NE0627'SOUTH OF SOUTH EDGE OF WEST JEFFERSON AVENUE SIDEWALK, FLUSH WITH
 NE0627'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0627'SQUARE STEEL ROD, 8 FEET LONG WITH THE LOWER 4 FEET TWISTED.
 NE0627'NOTE-- PREV. DESIG. BM GRAND 1949.
 NE0627
 NE0627                          STATION RECOVERY (1980)
 NE0627
 NE0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0627'IN DETROIT, AT THE INTERSECTION OF WEST JEFFERSON AVENUE AND GRAND
 NE0627'BOULEVARD, AT THE SOUTHEAST CORNER OF THE INTERSECTION, 4.7 METERS
 NE0627'(15.3 FEET) NORTH OF THE NORTH RAIL OF THE UNION BELT RAILROAD,
 NE0627'0.9 METER (2.9 FEET) NORTHEAST OF THE NORTHEAST EDGE OF GRAND
 NE0627'BOULEVARD SIDEWALK, 0.6 METER (2.0 FEET) SOUTHEAST OF SOUTHEAST
 NE0627'EDGE OF WEST JEFFERSON AVENUE SIDEWALK AND IS THE TOP OF A
 NE0627'3/4 INCH SQUARE STEEL ROD.
 NE0627'THE MARK IS 0.1 M BELOW GROUND.
 NE0627
 NE0627                          STATION RECOVERY (1999)
 NE0627
 NE0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0627'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0108 ***********************************************************************
 QK0108  DESIGNATION -  GRANDVIEW
 QK0108  PID         -  QK0108
 QK0108  STATE/COUNTY-  MI/CHEBOYGAN
 QK0108  COUNTRY     -  US
 QK0108  USGS QUAD   -  INDIAN RIVER (2017)
 QK0108
 QK0108                         *CURRENT SURVEY CONTROL
 QK0108  ______________________________________________________________________
 QK0108* NAD 83(1986) POSITION- 45 27 24.     (N) 084 34 59.     (W)   SCALED
 QK0108* NAVD 88 ORTHO HEIGHT -   181.702 (meters)      596.13  (feet) ADJUSTED
 QK0108  ______________________________________________________________________
 QK0108  GEOID HEIGHT    -        -35.470 (meters)                     GEOID18
 QK0108  DYNAMIC HEIGHT  -        181.700 (meters)      596.13  (feet) COMP
 QK0108  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 QK0108
 QK0108  VERT ORDER      -  FIRST     CLASS I
 QK0108
 QK0108.The horizontal coordinates were scaled from a map and have
 QK0108.an estimated accuracy of +/- 6 seconds.
 QK0108
 QK0108.The orthometric height was determined by differential leveling and
 QK0108.adjusted by the NATIONAL GEODETIC SURVEY
 QK0108.in June 1991.
 QK0108
 QK0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0108.GEOID18 height accuracy estimate available here.
 QK0108
 QK0108.Click photographs - Photos may exist for this station.
 QK0108
 QK0108.The dynamic height is computed by dividing the NAVD 88
 QK0108.geopotential number by the normal gravity value computed on the
 QK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0108.degrees latitude (g = 980.6199 gals.).
 QK0108
 QK0108.The modeled gravity was interpolated from observed gravity values.
 QK0108
 QK0108;                    North         East    Units  Estimated Accuracy
 QK0108;SPC MI C     -   237,820.    5,983,080.      MT  (+/- 180 meters Scaled)
 QK0108
 QK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR889365(NAD 83)
 QK0108
 QK0108                          SUPERSEDED SURVEY CONTROL
 QK0108
 QK0108.No superseded survey control is available for this station.
 QK0108
 QK0108_MARKER: I = METAL ROD
 QK0108_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0108+WITH SETTING: INFORMATION.
 QK0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0108
 QK0108  HISTORY     - Date     Condition        Report By
 QK0108  HISTORY     - 1960     MONUMENTED       USLS
 QK0108  HISTORY     - 1973     GOOD             USLS
 QK0108
 QK0108                          STATION DESCRIPTION
 QK0108
 QK0108'DESCRIBED BY US LAKE SURVEY 1973
 QK0108'AT GRANDVIEW BEACH.
 QK0108'GRANDVIEW IS AT GRANDVIEW BEACH, CHEBOYGAN COUNTY, MICHIGAN, 2.4 MILES
 QK0108'SOUTHERLY ALONG M-27 FROM MULLETT TOWNSHIP FIRE HALL IN TOPINABEE,
 QK0108'THEN 1.5 MILES EAST ALONG GRANDVIEW RD. FROM INTERSECTION WITH
 QK0108'M-27, THEN 0.3 EASTERLY ALONG PRIVATE DRIVE FROM A POINT 0.2
 QK0108'MILE NORTHERLY OF CROSSING OF PENN CENTRAL TRACKS AND ROAD,
 QK0108'21.6 FEET EASTERLY OF NORTH CORNER OF GARAGE, 20.0 FEET SOUTH
 QK0108'OF SOUTH CORNER OF COBBLESTONE FLOWING WELL OUTLET STRUCTURE,
 QK0108'15.6 FEET SOUTH OF A SQUARE HEAD LOG SCREW IN A 20-INCH BEECH,
 QK0108'5.3 FEET NORTHWEST OF NORTH CORNER AND IN LINE WITH NORTHEAST
 QK0108'FACE OF DWELLING AT NO. 577, 1/2-FOOT BELOW THE GROUND SURFACE,
 QK0108'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 QK0108'STEEL ROD, 23 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0108'GRANDVIEW 1960.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0496 ***********************************************************************
 RK0496  DESIGNATION -  GRANITE
 RK0496  PID         -  RK0496
 RK0496  STATE/COUNTY-  MI/MARQUETTE
 RK0496  COUNTRY     -  US
 RK0496  USGS QUAD   -  MARQUETTE NW (2017)
 RK0496
 RK0496                         *CURRENT SURVEY CONTROL
 RK0496  ______________________________________________________________________
 RK0496* NAD 83(1994) POSITION- 46 43 13.68557(N) 087 24 42.58154(W)   ADJUSTED
 RK0496* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 RK0496  ______________________________________________________________________
 RK0496  GEOID HEIGHT    -        -35.515 (meters)                     GEOID18
 RK0496  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 RK0496  HORZ ORDER      -  FIRST
 RK0496
 RK0496.The horizontal coordinates were established by classical geodetic methods
 RK0496.and adjusted by the National Geodetic Survey in February 1997.
 RK0496
 RK0496.The orthometric height was scaled from a topographic map.
 RK0496
 RK0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0496.GEOID18 height accuracy estimate available here.
 RK0496
 RK0496.Click photographs - Photos may exist for this station.
 RK0496
 RK0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0496
 RK0496. The following values were computed from the NAD 83(1994) position.
 RK0496
 RK0496;                    North         East     Units Scale Factor Converg.
 RK0496;SPC MI N     -   215,385.955 7,968,517.305   MT  0.99993166   -0 17 51.6
 RK0496;SPC MI N     -   706,646.83 26,143,429.48   iFT  0.99993166   -0 17 51.6
 RK0496;UTM  16      - 5,174,183.864   468,527.622   MT  0.99961217   -0 17 59.4
 RK0496
 RK0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0496!SPC MI N     -   0.99997499  x   0.99993166  =   0.99990666
 RK0496!UTM  16      -   0.99997499  x   0.99961217  =   0.99958717
 RK0496
 RK0496:                Primary Azimuth Mark                     Grid Az
 RK0496:SPC MI N     -  MARQUETTE MUNICIPAL STANDPIPE            177 59 49.0
 RK0496:UTM  16      -  MARQUETTE MUNICIPAL STANDPIPE            177 59 56.8
 RK0496
 RK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6852774183(NAD 83)
 RK0496
 RK0496|---------------------------------------------------------------------|
 RK0496| PID    Reference Object                     Distance      Geod. Az  |
 RK0496|                                                           dddmmss.s |
 RK0496| CJ2573 GRANITE RM 1                          6.645 METERS 15008     |
 RK0496| RK0490 MARQUETTE MUNICIPAL STANDPIPE       APPROX.23.1 KM 1774157.4 |
 RK0496| CJ3384 N LEG OF BELL TOWER                                24109     |
 RK0496| CJ2574 GRANITE RM 2                          4.971 METERS 25552     |
 RK0496| CJ2459 E CORNER STONE HOUSE                               33815     |
 RK0496|---------------------------------------------------------------------|
 RK0496
 RK0496                          SUPERSEDED SURVEY CONTROL
 RK0496
 RK0496  NAD 83(1986)-  46 43 13.67814(N)    087 24 42.57950(W) AD(       ) 1
 RK0496  NAD 27      -  46 43 13.95100(N)    087 24 42.07600(W) AD(       ) 1
 RK0496
 RK0496.Superseded values are not recommended for survey control.
 RK0496
 RK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0496.See file dsdata.pdf to determine how the superseded data were derived.
 RK0496
 RK0496_MARKER: DS = TRIANGULATION STATION DISK
 RK0496_SETTING: 66 = SET IN ROCK OUTCROP
 RK0496_STAMPING: GRANITE 1955
 RK0496_MARK LOGO: CGS
 RK0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0496+STABILITY: POSITION/ELEVATION WELL
 RK0496
 RK0496  HISTORY     - Date     Condition        Report By
 RK0496  HISTORY     - 1955     MONUMENTED       CGS
 RK0496  HISTORY     - 1977     GOOD             NGS
 RK0496
 RK0496                          STATION DESCRIPTION
 RK0496
 RK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0496'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF MARQUETTE ON GRANITE
 RK0496'ISLAND.  AN ABANDONED LIGHTHOUSE AND SEVERAL OTHER STRUCTURES ARE ON
 RK0496'THE ISLAND.
 RK0496'
 RK0496'THE U.S. COAST GUARD OF MARQUETTE FURNISHED BOAT TRANSPORTION TO AND
 RK0496'FROM THE ISLAND.
 RK0496'
 RK0496'THE STATION MARK, A STANDARD DISK STAMPED GRANITE 1955 IS CEMENTED IN
 RK0496'A DRILL HOLE IN OUTCROPPING BEDROCK, 71 FEET SOUTHEAST OF THE EAST
 RK0496'CORNER OF THE STONE HOUSE AND 27 FEET NORTHEAST OF THE NORTH LEG OF
 RK0496'THE BELL TOWER.
 RK0496'
 RK0496'REFERENCE MARK 1, A STANDARD DISK STAMPED GRANITE NO 1 1955 IS
 RK0496'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 29.5 FEET EAST OF
 RK0496'THE EAST LEG OF THE BELL TOWER AND ABOUT 2 FEET LOWER THAN THE
 RK0496'STATION MARK.
 RK0496'
 RK0496'REFERENCE MARK 2, A STANDARD DISK STAMPED GRANITE NO 2 1955 IS
 RK0496'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 12 FEET NORTH OF
 RK0496'THE NORTH LEG OF THE BELL TOWER AND ABOUT THE SAME ELEVATION AS THE
 RK0496'STATION MARK.
 RK0496'
 RK0496'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0496'
 RK0496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0496
 RK0496                          STATION RECOVERY (1977)
 RK0496
 RK0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0496'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RK0496'GOOD CONDITION.  STATION MARK IS 71 FEET SOUTHWEST OF THE EAST
 RK0496'CORNER OF STONE HOUSE, 27 FEET NORTH EAST OF THE NORTHEAST LEG OF
 RK0496'BELL TOWER. REFERENCE MARK 1 IS 29.5 FEET EAST OF THE NORTHEAST LEG
 RK0496'OF BELL TOWER AND ABOUT 2 FEET LOWER THAN THE STATION.  REFERENCE
 RK0496'MARK 2 IS 12 FEET NORTH OF THE NORTHEAST LEG OF BELL TOWER, ABOUT
 RK0496'THE SAME ELEVATION AS THE STATION.
 RK0496'
 RK0496'STATION WAS REACHED BY BOAT, U.S. COAST GUARD OF MARQUETTE FURNISHED
 RK0496'THE BOAT AND CREW FOR THE TRIP TO GRANITE ISLAND, PHONE NUMBER OF
 RK0496'THE COAST GUARD IS CA6-3312.
 RK0496'
 RK0496'NOTE--GRANITE ISLAND IS A LARGE ROCK, IT WOULD BE DIFFICULT TO MAKE
 RK0496'A BOAT LANDING IF THE WATER IS ROUGH, THERE IS AN AREA IN WHICH A
 RK0496'HELICOPTER COULD LAND.
 RK0496'
 RK0496'A 4 FOOT STAND WILL SEE ALL LINES.
 RK0496'
 RK0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 RK0496'NORTH OF MARQUETTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0495 ***********************************************************************
 RK0495  DESIGNATION -  GRANITE ISLAND BELL TOWER
 RK0495  PID         -  RK0495
 RK0495  STATE/COUNTY-  MI/MARQUETTE
 RK0495  COUNTRY     -  US
 RK0495  USGS QUAD   -  MARQUETTE NW (2017)
 RK0495
 RK0495                         *CURRENT SURVEY CONTROL
 RK0495  ______________________________________________________________________
 RK0495* NAD 83(1994) POSITION- 46 43 13.47834(N) 087 24 42.96181(W)   ADJUSTED
 RK0495  ______________________________________________________________________
 RK0495  GEOID HEIGHT    -        -35.514 (meters)                     GEOID18
 RK0495  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 RK0495  HORZ ORDER      -  THIRD
 RK0495
 RK0495.The horizontal coordinates were established by classical geodetic methods
 RK0495.and adjusted by the National Geodetic Survey in February 1997.
 RK0495
 RK0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0495.GEOID18 height accuracy estimate available here.
 RK0495
 RK0495.Click photographs - Photos may exist for this station.
 RK0495
 RK0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0495
 RK0495. The following values were computed from the NAD 83(1994) position.
 RK0495
 RK0495;                    North         East     Units Scale Factor Converg.
 RK0495;SPC MI N     -   215,379.598 7,968,509.197   MT  0.99993165   -0 17 51.9
 RK0495;SPC MI N     -   706,625.98 26,143,402.88   iFT  0.99993165   -0 17 51.9
 RK0495;UTM  16      - 5,174,177.509   468,519.516   MT  0.99961218   -0 17 59.6
 RK0495
 RK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6851974177(NAD 83)
 RK0495
 RK0495                          SUPERSEDED SURVEY CONTROL
 RK0495
 RK0495  NAD 83(1986)-  46 43 13.47105(N)    087 24 42.95932(W) AD(       ) 3
 RK0495  NAD 27      -  46 43 13.74600(N)    087 24 42.46200(W) AD(       ) 3
 RK0495
 RK0495.Superseded values are not recommended for survey control.
 RK0495
 RK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0495.See file dsdata.pdf to determine how the superseded data were derived.
 RK0495
 RK0495_MARKER: 55 = TOWER
 RK0495
 RK0495  HISTORY     - Date     Condition        Report By
 RK0495  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0495
 RK0495                          STATION DESCRIPTION
 RK0495
 RK0495'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0493 ***********************************************************************
 RK0493  DESIGNATION -  GRANITE ISLAND LIGHTHOUSE
 RK0493  PID         -  RK0493
 RK0493  STATE/COUNTY-  MI/MARQUETTE
 RK0493  COUNTRY     -  US
 RK0493  USGS QUAD   -  MARQUETTE NW (2017)
 RK0493
 RK0493                         *CURRENT SURVEY CONTROL
 RK0493  ______________________________________________________________________
 RK0493* NAD 83(1994) POSITION- 46 43 14.66279(N) 087 24 43.47611(W)   ADJUSTED
 RK0493  ______________________________________________________________________
 RK0493  GEOID HEIGHT    -        -35.515 (meters)                     GEOID18
 RK0493  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 RK0493  HORZ ORDER      -  THIRD
 RK0493
 RK0493.The horizontal coordinates were established by classical geodetic methods
 RK0493.and adjusted by the National Geodetic Survey in February 1997.
 RK0493
 RK0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0493.GEOID18 height accuracy estimate available here.
 RK0493
 RK0493.Click photographs - Photos may exist for this station.
 RK0493
 RK0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0493
 RK0493. The following values were computed from the NAD 83(1994) position.
 RK0493
 RK0493;                    North         East     Units Scale Factor Converg.
 RK0493;SPC MI N     -   215,416.227 7,968,498.466   MT  0.99993170   -0 17 52.2
 RK0493;SPC MI N     -   706,746.15 26,143,367.67   iFT  0.99993170   -0 17 52.2
 RK0493;UTM  16      - 5,174,214.127   468,508.790   MT  0.99961219   -0 18 00.0
 RK0493
 RK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6850874214(NAD 83)
 RK0493
 RK0493                          SUPERSEDED SURVEY CONTROL
 RK0493
 RK0493  NAD 83(1986)-  46 43 14.65551(N)    087 24 43.47359(W) AD(       ) 3
 RK0493  NAD 27      -  46 43 14.93000(N)    087 24 42.98000(W) AD(       ) 3
 RK0493  USSD        -  46 43 15.20000(N)    087 24 42.66000(W) AD(       ) 3
 RK0493
 RK0493.Superseded values are not recommended for survey control.
 RK0493
 RK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0493.See file dsdata.pdf to determine how the superseded data were derived.
 RK0493
 RK0493_MARKER: 13 = LIGHTHOUSE
 RK0493
 RK0493  HISTORY     - Date     Condition        Report By
 RK0493  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0493
 RK0493                          STATION DESCRIPTION
 RK0493
 RK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0493'THE STATION IS THE FLASHING LIGHT ATOP THE LARGE STONE HOUSE ON
 RK0493'GRANITE ISLAND THAT IS LOCATED IN LAKE SUPERIOR ABOUT 12 MILES NORTH
 RK0493'OF MARQUETTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0494 ***********************************************************************
 RK0494  DESIGNATION -  GRANITE ISLAND USLS 1872
 RK0494  PID         -  RK0494
 RK0494  STATE/COUNTY-  MI/MARQUETTE
 RK0494  COUNTRY     -  US
 RK0494  USGS QUAD   -  MARQUETTE NW (2017)
 RK0494
 RK0494                         *CURRENT SURVEY CONTROL
 RK0494  ______________________________________________________________________
 RK0494* NAD 83(1994) POSITION- 46 43 15.14055(N) 087 24 41.08688(W)   ADJUSTED
 RK0494* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 RK0494  ______________________________________________________________________
 RK0494  GEOID HEIGHT    -        -35.517 (meters)                     GEOID18
 RK0494  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 RK0494  HORZ ORDER      -  FIRST
 RK0494
 RK0494.The horizontal coordinates were established by classical geodetic methods
 RK0494.and adjusted by the National Geodetic Survey in February 1997.
 RK0494
 RK0494.The orthometric height was scaled from a topographic map.
 RK0494
 RK0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0494.GEOID18 height accuracy estimate available here.
 RK0494
 RK0494.Click photographs - Photos may exist for this station.
 RK0494
 RK0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0494
 RK0494. The following values were computed from the NAD 83(1994) position.
 RK0494
 RK0494;                    North         East     Units Scale Factor Converg.
 RK0494;SPC MI N     -   215,430.715 7,968,549.277   MT  0.99993171   -0 17 50.5
 RK0494;SPC MI N     -   706,793.68 26,143,534.37   iFT  0.99993171   -0 17 50.5
 RK0494;UTM  16      - 5,174,228.608   468,559.585   MT  0.99961215   -0 17 58.3
 RK0494
 RK0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0494!SPC MI N     -   0.99997499  x   0.99993171  =   0.99990671
 RK0494!UTM  16      -   0.99997499  x   0.99961215  =   0.99958715
 RK0494
 RK0494:                Primary Azimuth Mark                     Grid Az
 RK0494:SPC MI N     -  GRAND ISLAND                             111 16 02.0
 RK0494:UTM  16      -  GRAND ISLAND                             111 16 09.8
 RK0494
 RK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6855974228(NAD 83)
 RK0494
 RK0494|---------------------------------------------------------------------|
 RK0494| PID    Reference Object                     Distance      Geod. Az  |
 RK0494|                                                           dddmmss.s |
 RK0494| RK0675 GRAND ISLAND                        APPROX.59.0 KM 1105811.5 |
 RK0494|---------------------------------------------------------------------|
 RK0494
 RK0494                          SUPERSEDED SURVEY CONTROL
 RK0494
 RK0494  NAD 83(1986)-  46 43 15.13422(N)    087 24 41.07821(W) AD(       ) 1
 RK0494  NAD 27      -  46 43 15.41000(N)    087 24 40.61000(W) AD(       ) 1
 RK0494  USSD        -  46 43 15.68300(N)    087 24 40.30400(W) AD(       ) 3
 RK0494
 RK0494.Superseded values are not recommended for survey control.
 RK0494
 RK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0494.See file dsdata.pdf to determine how the superseded data were derived.
 RK0494
 RK0494_MARKER: X = CHISELED CROSS
 RK0494_SETTING: 0 = UNSPECIFIED SETTING
 RK0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0494
 RK0494  HISTORY     - Date     Condition        Report By
 RK0494  HISTORY     - 1872     MONUMENTED       USLS
 RK0494  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0494
 RK0494                          STATION DESCRIPTION
 RK0494
 RK0494'DESCRIBED BY US LAKE SURVEY 1872
 RK0494'ON NORTH SIDE OF GRANITE ISLAND, LAKE SUPERIOR.  MARKED BY CROSS CUT
 RK0494'IN SOLID SURFACE ROCK.  GRANITE ISLAND LIGHTHOUSE, CENTER, BEARS S.
 RK0494'73 DEG 33 MIN 46 SEC W. FROM STATION AND IS 171.32 FEET DISTANT.
 RK0494
 RK0494                          STATION RECOVERY (1955)
 RK0494
 RK0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0494'A THOROUGH SEARCH FAILED TO RECOVER THE CROSS.  THE ROCK THAT
 RK0494'APPARANTLY HELD THE CROSS HAS BEEN BROKEN AND THE STATION IS
 RK0494'UNDOUBABLY LOST.  TRIANGULATION STATION GRANITE 1955 WAS
 RK0494'ESTABLISHED ON THE ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0604 ***********************************************************************
 OK0604  DESIGNATION -  GRANNIS
 OK0604  PID         -  OK0604
 OK0604  STATE/COUNTY-  MI/KENT
 OK0604  COUNTRY     -  US
 OK0604  USGS QUAD   -  EVANS (2017)
 OK0604
 OK0604                         *CURRENT SURVEY CONTROL
 OK0604  ______________________________________________________________________
 OK0604* NAD 83(1994) POSITION- 43 14 06.35800(N) 085 27 46.13294(W)   ADJUSTED
 OK0604* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 OK0604  ______________________________________________________________________
 OK0604  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 OK0604  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 OK0604  HORZ ORDER      -  FIRST
 OK0604
 OK0604.The horizontal coordinates were established by classical geodetic methods
 OK0604.and adjusted by the National Geodetic Survey in February 1997.
 OK0604
 OK0604.The orthometric height was scaled from a topographic map.
 OK0604
 OK0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0604.GEOID18 height accuracy estimate available here.
 OK0604
 OK0604.Click photographs - Photos may exist for this station.
 OK0604
 OK0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0604
 OK0604. The following values were computed from the NAD 83(1994) position.
 OK0604
 OK0604;                    North         East     Units Scale Factor Converg.
 OK0604;SPC MI S     -   193,312.310 3,910,969.706   MT  0.99992551   -0 44 45.5
 OK0604;SPC MI S     -   634,226.74 12,831,265.44   iFT  0.99992551   -0 44 45.5
 OK0604;UTM  16      - 4,788,069.780   624,815.634   MT  0.99979164   +1 03 11.2
 OK0604
 OK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0604!SPC MI S     -   0.99995597  x   0.99992551  =   0.99988148
 OK0604!UTM  16      -   0.99995597  x   0.99979164  =   0.99974762
 OK0604
 OK0604:                Primary Azimuth Mark                     Grid Az
 OK0604:SPC MI S     -  HAMMOND                                  183 12 17.4
 OK0604:UTM  16      -  HAMMOND                                  181 24 20.7
 OK0604
 OK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2481588069(NAD 83)
 OK0604
 OK0604|---------------------------------------------------------------------|
 OK0604| PID    Reference Object                     Distance      Geod. Az  |
 OK0604|                                                           dddmmss.s |
 OK0604| CH0242 GRANNIS RM 1                         20.690 METERS 10951     |
 OK0604| OK0602 HAMMOND                             APPROX.12.6 KM 1822731.9 |
 OK0604| CH0243 GRANNIS RM 2                                       27049     |
 OK0604|---------------------------------------------------------------------|
 OK0604
 OK0604                          SUPERSEDED SURVEY CONTROL
 OK0604
 OK0604  NAD 83(1986)-  43 14 06.35659(N)    085 27 46.14456(W) AD(       ) 1
 OK0604  NAD 27      -  43 14 06.25400(N)    085 27 46.03200(W) AD(       ) 1
 OK0604
 OK0604.Superseded values are not recommended for survey control.
 OK0604
 OK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0604.See file dsdata.pdf to determine how the superseded data were derived.
 OK0604
 OK0604_MARKER: DS = TRIANGULATION STATION DISK
 OK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0604_STAMPING: GRANNIS 1931
 OK0604_MARK LOGO: CGS
 OK0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0604+STABILITY: SURFACE MOTION
 OK0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0604+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 OK0604
 OK0604  HISTORY     - Date     Condition        Report By
 OK0604  HISTORY     - 1931     MONUMENTED       CGS
 OK0604  HISTORY     - 1969     GOOD             USGS
 OK0604  HISTORY     - 1980     GOOD             MIDH
 OK0604  HISTORY     - 1983     GOOD             USPSQD
 OK0604  HISTORY     - 1987     GOOD             USPSQD
 OK0604  HISTORY     - 20070310 GOOD             GEOCAC
 OK0604
 OK0604                          STATION DESCRIPTION
 OK0604
 OK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0604'ABOUT 4-1/2 MILES EAST AND 1 MILE NORTH OF CEDAR SPRINGS, ON NORTH
 OK0604'SIDE OF COUNTY ROUTE C-510, ON LAND OWNED BY FRANK CLARK AND RALPH
 OK0604'GRANNIS, WHO LIVE 1 MILE NORTH OF STATION.
 OK0604'
 OK0604'TO REACH FROM CEDAR SPRINGS BY ROUTE C-510, GO 4.0 MILES EAST FROM
 OK0604'TRAFFIC SIGNAL, THENCE NORTH 1 MILE AND EAST 0.5 MILE TO STATION, IN
 OK0604'FIELD ON NORTH SIDE OF ROUTE C-510, 0.4 MILE EAST OF INTERSECTION OF
 OK0604'NELSON SAND LAKE ROAD AND ROUTE C-510.
 OK0604'
 OK0604'APPROXIMATELY 50 METERS (164 FEET) NORTHWEST OF YELLOW FARMHOUSE ON
 OK0604'SOUTH SIDE OF HIGHWAY, 18.89 METERS (62.0 FEET) NORTH OF CENTER LINE
 OK0604'OF HIGHWAY, AND 6.4 METERS (21 FEET) NORTH OF WOVEN-WIRE FENCE.
 OK0604'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0604'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 OK0604'DISKS IN CONCRETE, NOTE 11A.
 OK0604'
 OK0604'NO. 1 IS 12 METERS (39 FEET) NORTH OF CENTER LINE OF HIGHWAY, 11
 OK0604'METERS (36 FEET) WEST OF CENTER OF GATE ON NORTH SIDE OF HIGHWAY, AND
 OK0604'20.69 METERS (67.9 FEET) FROM STATION IN AZIMUTH 289 DEG 51 MIN.
 OK0604'
 OK0604'NO. 2 IS 8 METERS (26 FEET) EAST OF CENTER LINE OF NELSON SAND LAKE
 OK0604'ROAD, 25 METERS (82 FEET) NORTH OF CENTER LINE OF ROUTE C-510, IN
 OK0604'SOUTHWEST CORNER OF FIELD, BY TELEPHONE POLE, AND APPROXIMATELY 0.4
 OK0604'MILE FROM STATION IN AZIMUTH 90 DEG 49 MIN 26 SEC.
 OK0604
 OK0604                          STATION RECOVERY (1969)
 OK0604
 OK0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0604'STATION FOUND IN GOOD CONDITION.  IT IS ABOUT 4-1/2 MILES E AND ONE
 OK0604'MILE N OF CEDAR SPRINGS, NEAR THE TOP OF A HILL, ON THE NORTH SIDE OF
 OK0604'18-MILE ROAD, 0.45 MILE E OF THE CORNER OF SECS. 22, 23, 26 AND 27, T
 OK0604'10 N, R 10 W.  IT IS 350 FEET W OF 1/2-MILE FENCE, 58 FEET N AND 47
 OK0604'FEET W OF ROAD AT DRIVEWAY S.
 OK0604
 OK0604                          STATION RECOVERY (1980)
 OK0604
 OK0604'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0604'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 62 FEET NORTH OF
 OK0604'18 MILE ROAD.
 OK0604'
 OK0604'REFERENCE MARK 1 WAS RECOVERED IN A BADLY TILTED CONDITION.  REFERENCE
 OK0604'MARK 2 WAS SEARCHED FOR AND NOT FOUND.  POSSIBLY DESTROYED DUE TO NEW
 OK0604'DITCH CONSTRUCTION.
 OK0604
 OK0604                          STATION RECOVERY (1983)
 OK0604
 OK0604'RECOVERY NOTE BY US POWER SQUADRON 1983 (DMW)
 OK0604'STATION RECOVERED GOOD.
 OK0604'
 OK0604'IT IS 58 FEET N. AND 47 FEET W. OF ROAD.  MEASURED FROM S. DRIVE AT
 OK0604'8358-18 MILE RD. (C.B. SHAW).
 OK0604
 OK0604                          STATION RECOVERY (1987)
 OK0604
 OK0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0604'RECOVERED IN GOOD CONDITION.
 OK0604
 OK0604                          STATION RECOVERY (2007)
 OK0604
 OK0604'RECOVERY NOTE BY GEOCACHING 2007
 OK0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0588 ***********************************************************************
 OL0588  DESIGNATION -  GRANPORT
 OL0588  PID         -  OL0588
 OL0588  STATE/COUNTY-  MI/OTTAWA
 OL0588  COUNTRY     -  US
 OL0588  USGS QUAD   -  GRAND HAVEN (2017)
 OL0588
 OL0588                         *CURRENT SURVEY CONTROL
 OL0588  ______________________________________________________________________
 OL0588* NAD 83(1994) POSITION- 43 02 04.27073(N) 086 11 49.97971(W)   ADJUSTED
 OL0588* NAD 83(1994) ELLIP HT-   148.869 (meters)        (07/17/02)   ADJUSTED
 OL0588* NAVD 88 ORTHO HEIGHT -   182.5   (meters)      599.    (feet) GPS OBS
 OL0588  ______________________________________________________________________
 OL0588  NAVD 88 orthometric height was determined with an earlier geoid model
 OL0588  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 OL0588  NAD 83(1994) X  -    309,688.733 (meters)                     COMP
 OL0588  NAD 83(1994) Y  - -4,659,164.925 (meters)                     COMP
 OL0588  NAD 83(1994) Z  -  4,330,407.229 (meters)                     COMP
 OL0588  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 OL0588  HORZ ORDER      -  FIRST
 OL0588  ELLP ORDER      -  FOURTH    CLASS I
 OL0588
 OL0588.This mark is at Grand Haven Airport (3GM)
 OL0588
 OL0588.The horizontal coordinates were established by GPS observations
 OL0588.and adjusted by the National Geodetic Survey in February 1997.
 OL0588
 OL0588.The orthometric height was determined by GPS observations and a
 OL0588.high-resolution geoid model.
 OL0588
 OL0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0588.GEOID18 height accuracy estimate available here.
 OL0588
 OL0588.Click photographs - Photos may exist for this station.
 OL0588
 OL0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0588
 OL0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0588
 OL0588.The ellipsoidal height was determined by GPS observations
 OL0588.and is referenced to NAD 83.
 OL0588
 OL0588. The following values were computed from the NAD 83(1994) position.
 OL0588
 OL0588;                    North         East     Units Scale Factor Converg.
 OL0588;SPC MI S     -   172,072.668 3,850,843.912   MT  0.99991027   -1 14 44.7
 OL0588;SPC MI S     -   564,542.87 12,634,002.34   iFT  0.99991027   -1 14 44.7
 OL0588;UTM  16      - 4,764,960.823   565,397.061   MT  0.99965261   +0 32 52.3
 OL0588
 OL0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0588!SPC MI S     -   0.99997665  x   0.99991027  =   0.99988693
 OL0588!UTM  16      -   0.99997665  x   0.99965261  =   0.99962927
 OL0588
 OL0588:                Primary Azimuth Mark                     Grid Az
 OL0588:SPC MI S     -  GRANPORT AZ MK                           091 13 29.9
 OL0588:UTM  16      -  GRANPORT AZ MK                           089 25 52.9
 OL0588
 OL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6539764960(NAD 83)
 OL0588
 OL0588|---------------------------------------------------------------------|
 OL0588| PID    Reference Object                     Distance      Geod. Az  |
 OL0588|                                                           dddmmss.s |
 OL0588| OL0589 GRANPORT AZ MK                      APPROX. 0.6 KM 0895845.2 |
 OL0588|---------------------------------------------------------------------|
 OL0588
 OL0588                          SUPERSEDED SURVEY CONTROL
 OL0588
 OL0588  ELLIP H (02/03/97)  148.893  (m)                       GP(       ) 4 1
 OL0588  NAD 83(1986)-  43 02 04.27313(N)    086 11 49.99109(W) AD(       ) 1
 OL0588  NAD 83(1986)-  43 02 04.27099(N)    086 11 49.99438(W) AD(       ) 3
 OL0588  NGVD 29 (03/27/91)  182.1    (m)  OSU 89B  model used  GPS OBS        
 OL0588
 OL0588.Superseded values are not recommended for survey control.
 OL0588
 OL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0588.See file dsdata.pdf to determine how the superseded data were derived.
 OL0588
 OL0588_MARKER: I = METAL ROD
 OL0588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0588_STAMPING: GRANPORT 1989
 OL0588_MARK LOGO: NGS
 OL0588_PROJECTION: FLUSH
 OL0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0588+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OL0588_ROD/PIPE-DEPTH: 10.6 meters
 OL0588_SLEEVE-DEPTH  : 1.0 meters
 OL0588
 OL0588  HISTORY     - Date     Condition        Report By
 OL0588  HISTORY     - 1989     MONUMENTED       NGS
 OL0588  HISTORY     - 19910715 GOOD             NGS
 OL0588  HISTORY     - 19960912 GOOD             USPSQD
 OL0588  HISTORY     - 20051205 GOOD             INDIV
 OL0588
 OL0588                          STATION DESCRIPTION
 OL0588
 OL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0588'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTH-SOUTHEAST OF GRAND
 OL0588'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE NORTHEAST ANGLE OF
 OL0588'THE JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.
 OL0588'OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT MANAGER JACK BREWER, 519
 OL0588'WASHINGTON AVENUE, GRAND HAVEN MI 49417.  PHONE IS (616) 842-4430.
 OL0588'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0588'STREET AND WASHINGTON AVENUE), GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON
 OL0588'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0588'1.8 KM (1.10 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0588'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.75 MI) ON ROBBINS ROAD
 OL0588'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) ON
 OL0588'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON COMSTOCK
 OL0588'STREET FOR 0.6 KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0588'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0588'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0588'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0588'HANGARS, TO AN APRON.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 OL0588'(0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 60 METERS ON THE CONNECTING TAXIWAY TO THE STATION LEFT,
 OL0588'JUST BEFORE RUNWAY 09-27.
 OL0588'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0588'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.6 METERS IN A GREASE
 OL0588'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OL0588'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OL0588'18.2 M (59.7 FT) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY, 15.5
 OL0588'M (50.9 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND 12.9 M
 OL0588'(42.3 FT) NORTH FROM THE CENTER OF A 0.6 METER ROUND METAL DRAIN
 OL0588'COVER.
 OL0588'DESCRIBED BY K.L. FANCHER.
 OL0588'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0588
 OL0588                          STATION RECOVERY (1991)
 OL0588
 OL0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OL0588'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) SOUTH-SOUTHEAST OF GRAND
 OL0588'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE NORTHEAST ANGLE OF
 OL0588'THE JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.
 OL0588'OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT MANAGER WARREN BENAWAY,
 OL0588'519 WASHINGTON AVENUE, GRAND HAVEN, MI. 49417. PHONE (616) 842-4430.
 OL0588'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0588'STREET AND WASHINGTON AVENUE), GO SOUTHEAST FOR 0.7 KM (0.4 MI) ON
 OL0588'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0588'1.8 KM (1.1 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0588'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.7 MI) ON ROBBINS ROAD
 OL0588'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON
 OL0588'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON COMSTOCK
 OL0588'STREET FOR 0.6 KM (0.4 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0588'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0588'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0588'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS PASSING BETWEEN TWO
 OL0588'HANGARS TO AN APRON.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI)
 OL0588'ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTH FOR 60
 OL0588'METERS ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST BEFORE
 OL0588'RUNWAY 09-27.
 OL0588'LOCATED 18.2 M (59.7 FT) EAST FROM THE EAST EDGE OF A CONNECTING
 OL0588'TAXIWAY, 15.5 M (50.9 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL
 OL0588'TAXIWAY AND 12.9 M (42.3 FT) NORTH FROM THE CENTER OF A 0.6 METER
 OL0588'ROUND METAL DRAIN COVER.
 OL0588
 OL0588                          STATION RECOVERY (1996)
 OL0588
 OL0588'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0588'RECOVERED IN GOOD CONDITION.
 OL0588
 OL0588                          STATION RECOVERY (2005)
 OL0588
 OL0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OL0589 ***********************************************************************
 OL0589  DESIGNATION -  GRANPORT AZ MK
 OL0589  PID         -  OL0589
 OL0589  STATE/COUNTY-  MI/OTTAWA
 OL0589  COUNTRY     -  US
 OL0589  USGS QUAD   -  GRAND HAVEN (2017)
 OL0589
 OL0589                         *CURRENT SURVEY CONTROL
 OL0589  ______________________________________________________________________
 OL0589* NAD 83(1994) POSITION- 43 02 04.27709(N) 086 11 22.66474(W)   ADJUSTED
 OL0589* NAD 83(1994) ELLIP HT-   146.026 (meters)        (07/17/02)   ADJUSTED
 OL0589* NAVD 88 ORTHO HEIGHT -   179.6   (meters)      589.    (feet) GPS OBS
 OL0589  ______________________________________________________________________
 OL0589  NAVD 88 orthometric height was determined with an earlier geoid model
 OL0589  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 OL0589  NAD 83(1994) X  -    310,305.581 (meters)                     COMP
 OL0589  NAD 83(1994) Y  - -4,659,121.666 (meters)                     COMP
 OL0589  NAD 83(1994) Z  -  4,330,405.432 (meters)                     COMP
 OL0589  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 OL0589  HORZ ORDER      -  FIRST
 OL0589  ELLP ORDER      -  FOURTH    CLASS I
 OL0589
 OL0589.The horizontal coordinates were established by GPS observations
 OL0589.and adjusted by the National Geodetic Survey in February 1997.
 OL0589
 OL0589.The orthometric height was determined by GPS observations and a
 OL0589.high-resolution geoid model.
 OL0589
 OL0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0589.GEOID18 height accuracy estimate available here.
 OL0589
 OL0589.Click photographs - Photos may exist for this station.
 OL0589
 OL0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0589
 OL0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0589
 OL0589.The ellipsoidal height was determined by GPS observations
 OL0589.and is referenced to NAD 83.
 OL0589
 OL0589. The following values were computed from the NAD 83(1994) position.
 OL0589
 OL0589;                    North         East     Units Scale Factor Converg.
 OL0589;SPC MI S     -   172,059.450 3,851,462.061   MT  0.99991027   -1 14 26.1
 OL0589;SPC MI S     -   564,499.51 12,636,030.38   iFT  0.99991027   -1 14 26.1
 OL0589;UTM  16      - 4,764,966.958   566,015.161   MT  0.99965361   +0 33 11.0
 OL0589
 OL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0589!SPC MI S     -   0.99997710  x   0.99991027  =   0.99988737
 OL0589!UTM  16      -   0.99997710  x   0.99965361  =   0.99963072
 OL0589
 OL0589:                Primary Azimuth Mark                     Grid Az
 OL0589:SPC MI S     -  GRANPORT                                 271 13 29.9
 OL0589:UTM  16      -  GRANPORT                                 269 25 52.8
 OL0589
 OL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6601564966(NAD 83)
 OL0589
 OL0589|---------------------------------------------------------------------|
 OL0589| PID    Reference Object                     Distance      Geod. Az  |
 OL0589|                                                           dddmmss.s |
 OL0589| OL0588 GRANPORT                            APPROX. 0.6 KM 2695903.8 |
 OL0589|---------------------------------------------------------------------|
 OL0589
 OL0589                          SUPERSEDED SURVEY CONTROL
 OL0589
 OL0589  ELLIP H (02/03/97)  146.050  (m)                       GP(       ) 4 1
 OL0589  NAD 83(1986)-  43 02 04.27949(N)    086 11 22.67605(W) AD(       ) 1
 OL0589  NAD 83(1986)-  43 02 04.27707(N)    086 11 22.67954(W) AD(       ) 3
 OL0589  NGVD 29 (03/27/91)  179.3    (m)  OSU 89B  model used  GPS OBS        
 OL0589
 OL0589.Superseded values are not recommended for survey control.
 OL0589
 OL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0589.See file dsdata.pdf to determine how the superseded data were derived.
 OL0589
 OL0589_MARKER: I = METAL ROD
 OL0589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0589_STAMPING: GRANPORT AZ MK 1989
 OL0589_MARK LOGO: NGS
 OL0589_PROJECTION: FLUSH
 OL0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0589+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OL0589_ROD/PIPE-DEPTH: 17.1 meters
 OL0589_SLEEVE-DEPTH  : 1.0 meters
 OL0589
 OL0589  HISTORY     - Date     Condition        Report By
 OL0589  HISTORY     - 1989     MONUMENTED       NGS
 OL0589  HISTORY     - 19910715 GOOD             NGS
 OL0589  HISTORY     - 19960922 GOOD             USPSQD
 OL0589  HISTORY     - 20051109 MARK NOT FOUND   INDIV
 OL0589
 OL0589                          STATION DESCRIPTION
 OL0589
 OL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0589'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTH-SOUTHEAST OF GRAND
 OL0589'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE EAST END OF THE
 OL0589'EASTERNMOST ONE OF FOUR GRASS STRIPS BETWEEN RUNWAY 09-27 AND A
 OL0589'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT
 OL0589'MANAGER JACK BREWER, 519 WASHINGTON AVENUE, GRAND HAVEN MI 49417.
 OL0589'PHONE IS (616) 842-4430.
 OL0589'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0589'STREET AND WASHINGTON AVENUE), GO SOUTHWEST FOR 0.7 KM (0.45 MI) ON
 OL0589'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0589'1.8 KM (1.10 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0589'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.75 MI) ON ROBBINS ROAD
 OL0589'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) ON
 OL0589'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.6 KM
 OL0589'(0.35 MI) ON COMSTOCK ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0589'SOUTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0589'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0589'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0589'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0589'HANGARS, ON THE PAVED ROAD TO AN APRON.  TURN LEFT AND GO SOUTHEAST
 OL0589'FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN LEFT
 OL0589'AND GO EAST FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE
 OL0589'STATION RIGHT, JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 OL0589'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0589'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 17.1 METERS IN A
 OL0589'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OL0589'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OL0589'LOCATED 21.4 M (70.2 FT) WEST FROM THE CENTER OF A CONNECTING TAXIWAY,
 OL0589'15.7 M (51.5 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND
 OL0589'14.6 M (47.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED TURN-AROUND.
 OL0589'DESCRIBED BY K.L. FANCHER.
 OL0589'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0589
 OL0589                          STATION RECOVERY (1991)
 OL0589
 OL0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OL0589'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) SOUTH-SOUTHEAST OF GRAND
 OL0589'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE EAST END OF THE
 OL0589'EASTERNMOST ONE OF FOUR GRASS STRIPS BETWEEN RUNWAY 09-27 AND A
 OL0589'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT
 OL0589'MANAGER WARREN BENAWAY, 519 WASHINGTON AVENUE, GRAND HAVEN, MI.
 OL0589'49417. PHONE (616) 842-4430.
 OL0589'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0589'STREET AND WASHINGTON AVENUE), GO SOUTHWEST FOR 0.7 KM (0.4 MI) ON
 OL0589'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0589'1.8 KM (1.1 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0589'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.7 MI) ON ROBBINS ROAD
 OL0589'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON
 OL0589'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.6 KM
 OL0589'(0.4 MI) ON COMSTOCK ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0589'SOUTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0589'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0589'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0589'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0589'HANGARS, ON THE PAVED ROAD TO AN APRON.  TURN LEFT AND GO SOUTHEAST
 OL0589'FOR 0.2 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT. TURN LEFT
 OL0589'AND GO EAST FOR 0.6 KM (0.4 MI) ON THE PARALLEL TAXIWAY TO THE
 OL0589'STATION ON THE RIGHT JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 OL0589'LOCATED 21.4 M (70.2 FT) WEST FROM THE CENTER OF A CONNECTING TAXIWAY,
 OL0589'15.7 M (51.5 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND
 OL0589'14.6 M (47.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED TURN-AROUND.
 OL0589
 OL0589                          STATION RECOVERY (1996)
 OL0589
 OL0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0589'RECOVERED IN GOOD CONDITION.
 OL0589
 OL0589                          STATION RECOVERY (2005)
 OL0589
 OL0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5189 ***********************************************************************
 DL5189  DESIGNATION -  GRAR CORS BASEMARK
 DL5189  PID         -  DL5189
 DL5189  STATE/COUNTY-  MI/KENT
 DL5189  COUNTRY     -  US
 DL5189  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5189
 DL5189                         *CURRENT SURVEY CONTROL
 DL5189  ______________________________________________________________________
 DL5189* NAD 83(1986) POSITION- 42 59 19.66   (N) 085 40 27.61   (W)   HD_HELD1
 DL5189* NAVD 88 ORTHO HEIGHT -   188.122 (meters)      617.20  (feet) ADJUSTED
 DL5189  ______________________________________________________________________
 DL5189  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL5189  DYNAMIC HEIGHT  -        188.075 (meters)      617.04  (feet) COMP
 DL5189  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 DL5189
 DL5189  VERT ORDER      -  FIRST     CLASS II
 DL5189
 DL5189.The horizontal coordinates were determined by differentially corrected
 DL5189.hand held GPS observations or other comparable positioning techniques
 DL5189.and have an estimated accuracy of +/- 3 meters.
 DL5189
 DL5189.The orthometric height was determined by differential leveling and
 DL5189.adjusted by the NATIONAL GEODETIC SURVEY
 DL5189.in October 2009.
 DL5189
 DL5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5189.GEOID18 height accuracy estimate available here.
 DL5189
 DL5189.Click photographs - Photos may exist for this station.
 DL5189
 DL5189.The dynamic height is computed by dividing the NAVD 88
 DL5189.geopotential number by the normal gravity value computed on the
 DL5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5189.degrees latitude (g = 980.6199 gals.).
 DL5189
 DL5189.The modeled gravity was interpolated from observed gravity values.
 DL5189
 DL5189;                    North         East    Units  Estimated Accuracy
 DL5189;SPC MI S     -   166,199.9   3,893,366.0     MT  (+/- 3 meters HH1 GPS) 
 DL5189
 DL5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0807360423(NAD 83)
 DL5189
 DL5189                          SUPERSEDED SURVEY CONTROL
 DL5189
 DL5189.No superseded survey control is available for this station.
 DL5189
 DL5189_MARKER: DD = SURVEY DISK
 DL5189_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL5189_SP_SET: SEA WALL
 DL5189_STAMPING: GRAR
 DL5189_MARK LOGO: MIDT
 DL5189_PROJECTION: FLUSH
 DL5189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5189+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2024
 DL5189
 DL5189  HISTORY     - Date     Condition        Report By
 DL5189  HISTORY     - 20090415 MONUMENTED       MIDT
 DL5189  HISTORY     - 20120523 GOOD             MIDT
 DL5189  HISTORY     - 20240606 GOOD             MIDT
 DL5189
 DL5189                          STATION DESCRIPTION
 DL5189
 DL5189'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009
 DL5189'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DISK SET
 DL5189'IN THE GRAR CORS BASE.
 DL5189
 DL5189                          STATION RECOVERY (2012)
 DL5189
 DL5189'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5189'RECOVERED AS DESCRIBED.
 DL5189
 DL5189                          STATION RECOVERY (2024)
 DL5189
 DL5189'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2024 (SR)
 DL5189'GRAND RAPIDS CORS REFERENCE MARKER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DL5092 ***********************************************************************
 DL5092  DESIGNATION -  GRAR REF B
 DL5092  PID         -  DL5092
 DL5092  STATE/COUNTY-  MI/KENT
 DL5092  COUNTRY     -  US
 DL5092  USGS QUAD   -  GRAND RAPIDS WEST (2017)
 DL5092
 DL5092                         *CURRENT SURVEY CONTROL
 DL5092  ______________________________________________________________________
 DL5092* NAD 83(2011) POSITION- 42 59 13.08554(N) 085 40 36.47656(W)   ADJUSTED
 DL5092* NAD 83(2011) ELLIP HT-   154.585 (meters)        (06/27/12)   ADJUSTED
 DL5092* NAD 83(2011) EPOCH   -  2010.00
 DL5092* NAVD 88 ORTHO HEIGHT -   188.195 (meters)      617.44  (feet) ADJUSTED
 DL5092  ______________________________________________________________________
 DL5092  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL5092  NAD 83(2011) X  -    352,266.530 (meters)                     COMP
 DL5092  NAD 83(2011) Y  - -4,659,757.339 (meters)                     COMP
 DL5092  NAD 83(2011) Z  -  4,326,548.241 (meters)                     COMP
 DL5092  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 DL5092  DYNAMIC HEIGHT  -        188.148 (meters)      617.28  (feet) COMP
 DL5092  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 DL5092
 DL5092  VERT ORDER      -  FIRST     CLASS II
 DL5092
 DL5092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5092  Standards:
 DL5092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5092  -------------------------------------------------------------------
 DL5092  NETWORK    0.26   0.47           0.12   0.09   0.24      0.00177383
 DL5092  -------------------------------------------------------------------
 DL5092  Click here for local accuracies and other accuracy information.
 DL5092
 DL5092.The horizontal coordinates were established by GPS observations
 DL5092.and adjusted by the National Geodetic Survey in June 2012.
 DL5092
 DL5092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5092.been affixed to the stable North American tectonic plate. See 
 DL5092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5092
 DL5092.The horizontal coordinates are valid at the epoch date displayed above
 DL5092.which is a decimal equivalence of Year/Month/Day.
 DL5092
 DL5092.The orthometric height was determined by differential leveling and
 DL5092.adjusted by the NATIONAL GEODETIC SURVEY
 DL5092.in October 2009.
 DL5092
 DL5092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5092.GEOID18 height accuracy estimate available here.
 DL5092
 DL5092.Click photographs - Photos may exist for this station.
 DL5092
 DL5092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5092
 DL5092.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5092
 DL5092.The ellipsoidal height was determined by GPS observations
 DL5092.and is referenced to NAD 83.
 DL5092
 DL5092.The dynamic height is computed by dividing the NAVD 88
 DL5092.geopotential number by the normal gravity value computed on the
 DL5092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5092.degrees latitude (g = 980.6199 gals.).
 DL5092
 DL5092.The modeled gravity was interpolated from observed gravity values.
 DL5092
 DL5092. The following values were computed from the NAD 83(2011) position.
 DL5092
 DL5092;                    North         East     Units Scale Factor Converg.
 DL5092;SPC MI S     -   166,000.227 3,893,162.057   MT  0.99990846   -0 53 29.7
 DL5092;SPC MI S     -   544,620.17 12,772,841.39   iFT  0.99990846   -0 53 29.7
 DL5092;UTM  16      - 4,760,217.041   607,875.410   MT  0.99974316   +0 54 08.2
 DL5092
 DL5092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5092!SPC MI S     -   0.99997576  x   0.99990846  =   0.99988422
 DL5092!UTM  16      -   0.99997576  x   0.99974316  =   0.99971892
 DL5092
 DL5092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0787560217(NAD 83)
 DL5092
 DL5092|---------------------------------------------------------------------|
 DL5092| PID    Reference Object                     Distance      Geod. Az  |
 DL5092|                                                           dddmmss.s |
 DL5092| AJ5555 GRAND RAPIDS CORS ARP               285.680 METERS 04441     |
 DL5092|---------------------------------------------------------------------|
 DL5092
 DL5092                          SUPERSEDED SURVEY CONTROL
 DL5092
 DL5092  NAD 83(2007)-  42 59 13.08578(N)    085 40 36.47753(W) AD(2002.00) B
 DL5092  ELLIP H (10/19/09)  154.601  (m)                       GP(2002.00) 1 1
 DL5092
 DL5092.Superseded values are not recommended for survey control.
 DL5092
 DL5092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5092.See file dsdata.pdf to determine how the superseded data were derived.
 DL5092
 DL5092_MARKER: DD = SURVEY DISK
 DL5092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5092_STAMPING: GRAR REF B 41616 2008
 DL5092_MARK LOGO: MIDT
 DL5092_PROJECTION: FLUSH
 DL5092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5092+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DL5092
 DL5092  HISTORY     - Date     Condition        Report By
 DL5092  HISTORY     - 20080612 MONUMENTED       COLEM
 DL5092  HISTORY     - 20120512 GOOD             INDIV
 DL5092  HISTORY     - 20120523 GOOD             MIDT
 DL5092  HISTORY     - 20200603 GOOD             MIDT
 DL5092
 DL5092                          STATION DESCRIPTION
 DL5092
 DL5092'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2008
 DL5092'THE STATION IS LOCATED NORTHWEST OF THE INTERSECTION OF SCRIBNER
 DL5092'AVENUE WITH CROSBY STREET IN GRAND RAPIDS, MICHIGAN.
 DL5092'
 DL5092'THE STATION IS A BRASS MICHIGAN DEPARTMENT OF TRANSPORTATION HEIGHT
 DL5092'MODERNIZATION MARK DISK SET IN THE TOP OF A 16 INCH (41 CM) DIAMETER
 DL5092'CONCRETE POST, SET TO A DEPTH OF 7.5 FT (2.3 M),
 DL5092'
 DL5092'THE STATION IS 150 FT (45.7 M) NORTH OF THE EXTENDED CENTER OF CROSBY
 DL5092'STREET, 140 FT (42.7 M) SOUTH OF A METAL POST FOR A MERGING LANES
 DL5092'ARROW SIGN, 29 FT (8.8 M) WEST EDGE OF CURB OF THE ON RAMP FOR THE
 DL5092'NORTHBOUND LANES OF US HIGHWAY 131, 18 FT (5.5 M) EAST OF THE EDGE OF
 DL5092'CURB OF THE NORTHBOUND LANES OF US HIGHWAY 131, 13 FT (4.0 M) WEST OF
 DL5092'A RIGHT-OF-WAY FENCE, AND 3.3 FT (1.0 M) WEST OF AN ORANGE CARSONITE
 DL5092'WITNESS POST.
 DL5092'
 DL5092'NOTE --CONCRETE VOLUME INSTALLED WAS 0.55 CUBIC YARDS AND GREATER THAN
 DL5092'(OR IS EQUIVALENT TO) THE VOLUME REQUIRED FOR AN 8 FT (2.4 M) MARK.
 DL5092
 DL5092                          STATION RECOVERY (2012)
 DL5092
 DL5092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJL)
 DL5092'RECOVERED IN GOOD CONDITION.
 DL5092
 DL5092                          STATION RECOVERY (2012)
 DL5092
 DL5092'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 (JPL)
 DL5092'RECOVERED AS DESCRIBED.
 DL5092
 DL5092                          STATION RECOVERY (2020)
 DL5092
 DL5092'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (MAP)
 DL5092'THE MARK IS 125 FT (38.1 M) SOUTH OF A METAL POST OF A MERGING LANES
 DL5092'ARROW SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1368 ***********************************************************************
 NF1368  DESIGNATION -  GRASS LAKE TALLEST CH STEEPLE
 NF1368  PID         -  NF1368
 NF1368  STATE/COUNTY-  MI/JACKSON
 NF1368  COUNTRY     -  US
 NF1368  USGS QUAD   -  GRASS LAKE (2017)
 NF1368
 NF1368                         *CURRENT SURVEY CONTROL
 NF1368  ______________________________________________________________________
 NF1368* NAD 83(1994) POSITION- 42 15 05.49646(N) 084 12 28.91861(W)   ADJUSTED
 NF1368  ______________________________________________________________________
 NF1368  GEOID HEIGHT    -        -34.261 (meters)                     GEOID18
 NF1368  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 NF1368  HORZ ORDER      -  THIRD
 NF1368
 NF1368.The horizontal coordinates were established by classical geodetic methods
 NF1368.and adjusted by the National Geodetic Survey in February 1997.
 NF1368
 NF1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1368.GEOID18 height accuracy estimate available here.
 NF1368
 NF1368.Click photographs - Photos may exist for this station.
 NF1368
 NF1368.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1368
 NF1368. The following values were computed from the NAD 83(1994) position.
 NF1368
 NF1368;                    North         East     Units Scale Factor Converg.
 NF1368;SPC MI S     -    83,490.717 4,013,090.607   MT  0.99996757   +0 06 28.6
 NF1368;SPC MI S     -   273,919.68 13,166,307.77   iFT  0.99996757   +0 06 28.6
 NF1368;UTM  16      - 4,681,478.336   730,320.137   MT  1.00025275   +1 52 41.2
 NF1368
 NF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3032081478(NAD 83)
 NF1368
 NF1368                          SUPERSEDED SURVEY CONTROL
 NF1368
 NF1368  NAD 83(1986)-  42 15 05.49845(N)    084 12 28.93874(W) AD(       ) 3
 NF1368  NAD 27      -  42 15 05.37145(N)    084 12 29.10486(W) AD(       ) 3
 NF1368
 NF1368.Superseded values are not recommended for survey control.
 NF1368
 NF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1368.See file dsdata.pdf to determine how the superseded data were derived.
 NF1368
 NF1368_MARKER: 90 = CHURCH SPIRE
 NF1368
 NF1368  HISTORY     - Date     Condition        Report By
 NF1368  HISTORY     - 1932     FIRST OBSERVED   CGS
 NF1368  HISTORY     - 19970327 GOOD             USPSQD
 NF1368
 NF1368                          STATION DESCRIPTION
 NF1368
 NF1368'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0063 ***********************************************************************
 NE0063  DESIGNATION -  GRATE BAR
 NE0063  PID         -  NE0063
 NE0063  STATE/COUNTY-  MI/ST CLAIR
 NE0063  COUNTRY     -  US
 NE0063  USGS QUAD   -  PORT HURON (2017)
 NE0063
 NE0063                         *CURRENT SURVEY CONTROL
 NE0063  ______________________________________________________________________
 NE0063* NAD 83(1986) POSITION- 42 57 01.     (N) 082 26 17.     (W)   SCALED
 NE0063* NAVD 88 ORTHO HEIGHT -   181.763 (meters)      596.33  (feet) ADJUSTED
 NE0063  ______________________________________________________________________
 NE0063  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 NE0063  DYNAMIC HEIGHT  -        181.717 (meters)      596.18  (feet) COMP
 NE0063  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 NE0063
 NE0063  VERT ORDER      -  SECOND    CLASS 0
 NE0063
 NE0063.The horizontal coordinates were scaled from a map and have
 NE0063.an estimated accuracy of +/- 6 seconds.
 NE0063
 NE0063.The orthometric height was determined by differential leveling and
 NE0063.adjusted by the NATIONAL GEODETIC SURVEY
 NE0063.in June 1991.
 NE0063
 NE0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0063.GEOID18 height accuracy estimate available here.
 NE0063
 NE0063.Click photographs - Photos may exist for this station.
 NE0063
 NE0063.The dynamic height is computed by dividing the NAVD 88
 NE0063.geopotential number by the normal gravity value computed on the
 NE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0063.degrees latitude (g = 980.6199 gals.).
 NE0063
 NE0063.The modeled gravity was interpolated from observed gravity values.
 NE0063
 NE0063;                    North         East    Units  Estimated Accuracy
 NE0063;SPC MI S     -   162,900.    4,157,360.      MT  (+/- 180 meters Scaled)
 NE0063
 NE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826562(NAD 83)
 NE0063
 NE0063                          SUPERSEDED SURVEY CONTROL
 NE0063
 NE0063  NGVD 29 (??/??/92)  181.886  (m)          596.74   (f) ADJ UNCH    2 0
 NE0063
 NE0063.Superseded values are not recommended for survey control.
 NE0063
 NE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0063.See file dsdata.pdf to determine how the superseded data were derived.
 NE0063
 NE0063_MARKER: Z = SEE DESCRIPTION
 NE0063_SETTING: 0 = UNSPECIFIED SETTING
 NE0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0063
 NE0063  HISTORY     - Date     Condition        Report By
 NE0063  HISTORY     - UNK      MONUMENTED       USLS
 NE0063  HISTORY     - 1934     GOOD             CGS
 NE0063  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0063  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0063
 NE0063                          STATION DESCRIPTION
 NE0063
 NE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0063'AT PORT HURON.
 NE0063'AT PORT HURON ON THE SOUTH SIDE OF GRANT PLACE, 165.0 FEET WEST
 NE0063'OF THE WEST CURB OF MILITARY STREET, 31.1 FEET NORTHEAST OF THE
 NE0063'NORTHEAST CORNER OF A TWO STORY 31.1 FEET NORTHEAST OF THE
 NE0063'NORTHEAST CORNER OF A TWO STORY DOUBLE HOUSE ON GRANT PLACE,
 NE0063'6 INCHES SOUTH OF THE SOUTH EDGE OF SIDEWALK, 3 INCHES ABOVE
 NE0063'SURFACE OF SIDEWALK.
 NE0063
 NE0063                          STATION RECOVERY (1995)
 NE0063
 NE0063'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0063'MARK NOT FOUND.
 NE0063
 NE0063                          STATION RECOVERY (2002)
 NE0063
 NE0063'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0316 ***********************************************************************
 PK0316  DESIGNATION -  GRAVELLY SHOAL LIGHT
 PK0316  PID         -  PK0316
 PK0316  STATE/COUNTY-  MI/ARENAC
 PK0316  COUNTRY     -  US
 PK0316  USGS QUAD   -  POINT LOOKOUT (2017)
 PK0316
 PK0316                         *CURRENT SURVEY CONTROL
 PK0316  ______________________________________________________________________
 PK0316* NAD 83(1994) POSITION- 44 01 11.50841(N) 083 32 18.13625(W)   ADJUSTED
 PK0316  ______________________________________________________________________
 PK0316  GEOID HEIGHT    -        -35.048 (meters)                     GEOID18
 PK0316  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 PK0316  HORZ ORDER      -  THIRD
 PK0316
 PK0316.The horizontal coordinates were established by classical geodetic methods
 PK0316.and adjusted by the National Geodetic Survey in February 1997.
 PK0316
 PK0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0316.GEOID18 height accuracy estimate available here.
 PK0316
 PK0316.Click photographs - Photos may exist for this station.
 PK0316
 PK0316.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0316
 PK0316. The following values were computed from the NAD 83(1994) position.
 PK0316
 PK0316;                    North         East     Units Scale Factor Converg.
 PK0316;SPC MI C     -    78,481.136 6,066,413.859   MT  1.00004147   +0 35 06.4
 PK0316;SPC MI C     -   257,484.04 19,902,932.61   iFT  1.00004147   +0 35 06.4
 PK0316;UTM  17      - 4,877,211.775   296,553.880   MT  1.00010909   -1 45 52.3
 PK0316
 PK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9655377211(NAD 83)
 PK0316
 PK0316                          SUPERSEDED SURVEY CONTROL
 PK0316
 PK0316  NAD 83(1986)-  44 01 11.49523(N)    083 32 18.15267(W) AD(       ) 3
 PK0316  NAD 27      -  44 01 11.42552(N)    083 32 18.21848(W) AD(       ) 3
 PK0316
 PK0316.Superseded values are not recommended for survey control.
 PK0316
 PK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0316.See file dsdata.pdf to determine how the superseded data were derived.
 PK0316
 PK0316_MARKER: 14 = NAVIGATION LIGHT
 PK0316
 PK0316  HISTORY     - Date     Condition        Report By
 PK0316  HISTORY     - 1981     FIRST OBSERVED   NGS
 PK0316  HISTORY     - 20011011 GOOD             USPSQD
 PK0316
 PK0316                          STATION DESCRIPTION
 PK0316
 PK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0316'THE STATION, GRAVELLY SHOAL LIGHT, IS THE LIGHT ATOP A 75-FEET
 PK0316'RADIO BEACON. IT FLASHES RED AT 5 SECOND INTERVALS, RADIO BEACON
 PK0316'BROADCASTS AT 290 KILO-HERTZ AND HAS A FOG HORN.
 PK0316'
 PK0316'THE STATION IS LOCATED OFFSHORE IN SAGINAW BAY, ABOUT 15.9 KM
 PK0316'(9.9 MI) EAST-SOUTHEAST OF AU GRES, 6.9 KM (4.2 MI) SOUTHEAST OF
 PK0316'POINT LOOKOUT AND ON GRAVELLY SHOAL.
 PK0316'
 PK0316'DESCRIBED BY G.E. NELSON.
 PK0316
 PK0316                          STATION RECOVERY (2001)
 PK0316
 PK0316'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0483 ***********************************************************************
 PL0483  DESIGNATION -  GRAY
 PL0483  PID         -  PL0483
 PL0483  STATE/COUNTY-  MI/CRAWFORD
 PL0483  COUNTRY     -  US
 PL0483  USGS QUAD   -  WAKELEY LAKE (2017)
 PL0483
 PL0483                         *CURRENT SURVEY CONTROL
 PL0483  ______________________________________________________________________
 PL0483* NAD 83(1994) POSITION- 44 39 24.82992(N) 084 37 17.00712(W)   ADJUSTED
 PL0483* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 PL0483  ______________________________________________________________________
 PL0483  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 PL0483  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 PL0483  HORZ ORDER      -  SECOND
 PL0483
 PL0483.The horizontal coordinates were established by classical geodetic methods
 PL0483.and adjusted by the National Geodetic Survey in February 1997.
 PL0483
 PL0483.The orthometric height was scaled from a topographic map.
 PL0483
 PL0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0483.GEOID18 height accuracy estimate available here.
 PL0483
 PL0483.Click photographs - Photos may exist for this station.
 PL0483
 PL0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0483
 PL0483. The following values were computed from the NAD 83(1994) position.
 PL0483
 PL0483;                    North         East     Units Scale Factor Converg.
 PL0483;SPC MI C     -   148,958.299 5,979,797.846   MT  0.99992514   -0 10 47.8
 PL0483;SPC MI C     -   488,708.33 19,618,759.34   iFT  0.99992514   -0 10 47.8
 PL0483;UTM  16      - 4,947,589.359   688,586.978   MT  1.00003737   +1 40 20.4
 PL0483
 PL0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0483!SPC MI C     -   0.99994853  x   0.99992514  =   0.99987368
 PL0483!UTM  16      -   0.99994853  x   1.00003737  =   0.99998590
 PL0483
 PL0483:                Primary Azimuth Mark                     Grid Az
 PL0483:SPC MI C     -  GRAY AZ MK                               264 07 49.5
 PL0483:UTM  16      -  GRAY AZ MK                               262 16 41.3
 PL0483
 PL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8858647589(NAD 83)
 PL0483
 PL0483|---------------------------------------------------------------------|
 PL0483| PID    Reference Object                     Distance      Geod. Az  |
 PL0483|                                                           dddmmss.s |
 PL0483| CH1199 GRAY RM 1                            26.628 METERS 00738     |
 PL0483| PL0481 DOWN RIVER RESET                    APPROX. 6.2 KM 0204126.9 |
 PL0483| CH1201 GRAY RM 3                             8.370 METERS 24047     |
 PL0483| CH1198 GRAY AZ MK                                         2635701.7 |
 PL0483| PL0489 GRAYLING MUNICIPAL TANK             APPROX. 7.3 KM 2731051.6 |
 PL0483| CH1200 GRAY RM 2                            28.297 METERS 27338     |
 PL0483| PL0494 DEWARD FIRE LOOKOUT TOWER           APPROX.18.8 KM 3072156.4 |
 PL0483|---------------------------------------------------------------------|
 PL0483
 PL0483                          SUPERSEDED SURVEY CONTROL
 PL0483
 PL0483  NAD 83(1986)-  44 39 24.82593(N)    084 37 17.01177(W) AD(       ) 2
 PL0483  NAD 27      -  44 39 24.76759(N)    084 37 16.91977(W) AD(       ) 2
 PL0483
 PL0483.Superseded values are not recommended for survey control.
 PL0483
 PL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0483.See file dsdata.pdf to determine how the superseded data were derived.
 PL0483
 PL0483_MARKER: DS = TRIANGULATION STATION DISK
 PL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0483_STAMPING: GRAY 1949
 PL0483_MARK LOGO: CGS
 PL0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0483+STABILITY: SURFACE MOTION
 PL0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0483+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 PL0483
 PL0483  HISTORY     - Date     Condition        Report By
 PL0483  HISTORY     - 1949     MONUMENTED       CGS
 PL0483  HISTORY     - 1976     GOOD             NGS
 PL0483  HISTORY     - 1980     GOOD             MIDH
 PL0483  HISTORY     - 20151110 GOOD             GOUFRA
 PL0483
 PL0483                          STATION DESCRIPTION
 PL0483
 PL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0483'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 72 AND 493
 PL0483'MILES EAST OF THE JUNCTION OF
 PL0483'U.S. HIGHWAY 27 AND STATE HIGHWAY 72 ON THE SOUTH SIDE OF GRAYLING.
 PL0483'IT IS 62 FEET NORTH OF THE CENTER
 PL0483'OF HIGHWAY 72, 22.5 FEET NORTHEAST OF A 12 INCH PINE TREE
 PL0483'WITH A TRIANGLE BLAZED ON THE WEST SIDE AND 3
 PL0483'FEET SOUTH OF A WHITE WITNESS POST.  THE
 PL0483'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GRAY 1949.
 PL0483'
 PL0483'REFERENCE MARK NO. 1 IS IN AN OPEN FIELD AND ABOUT 3 FEET LOWER THAN
 PL0483'THE STATION.  THE MARK PROJECTS
 PL0483'ABOUT 5 INCHES AND THE DISK IS STAMPED GRAY NO 1 1949.
 PL0483'
 PL0483'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 PL0483'THE MARK PROJECTS ABOUT 4 INCHES
 PL0483'AND THE DISK IS STAMPED GRAY NO 2 1949.
 PL0483'
 PL0483'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 9 FEET
 PL0483'EAST OF A 12 INCH PINE TREE AND
 PL0483'3.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8
 PL0483'INCHES AND THE DISK IS STAMPED GRAY
 PL0483'1949.
 PL0483
 PL0483                          STATION RECOVERY (1976)
 PL0483
 PL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PL0483'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 PL0483'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AND NO PLACE TO
 PL0483'SET A NEW AZIMUTH MARK.  REFERENCE MARK 2 WAS FOUND DESTROYED AND
 PL0483'THE DISK WAS SALVAGED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 PL0483'TO BE LONGER BY 0.11 FOOT.  NO MEASUREMENT REFERENCE MARKS 1 TO
 PL0483'REFERENCE MARK 3 AS TREES WERE ON LINE.  THE 1949 DESCRIPTION AND
 PL0483'TO REACH IS ADEQUATE WITH THE EXCEPTION THAT U.S. HIGHWAY 27 IS
 PL0483'NOW BUSINESS INTERSTATE HIGHWAY 75.
 PL0483'
 PL0483'REFERENCE MARK 3 IS 47.5 FEET NORTH OF THE CENTERLINE OF STATE
 PL0483'HIGHWAY 72, 5 FEET WEST OF A 12-INCH PINE TREE AND 1.5 FEET EAST OF A
 PL0483'METAL WITNESS POST.  THE MARK IS A STANDARD ALUMINUM REFERENCE
 PL0483'MARK WITH 3-MAGNETS ATTACHED.  THE DISK IS STAMPED GRAY 1949 NO 3
 PL0483'1976.
 PL0483'
 PL0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 PL0483'GRAYLING.
 PL0483'
 PL0483'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0483
 PL0483                          STATION RECOVERY (1980)
 PL0483
 PL0483'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0483'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED
 PL0483'IN GOOD CONDITION.  FOUND REFERENCE MARK 2 WITH THE CONCRETE MONUMENT
 PL0483'BROKEN AND THE DISK MISSING.  REFERENCE MARK 3 IS STAMPED---GRAY 1949
 PL0483'NO 3 1976---AND THE 1949 DESCRIPTION IS GOOD.
 PL0483
 PL0483                          STATION RECOVERY (2015)
 PL0483
 PL0483'RECOVERY NOTE BY GOURDIE FRASER INC. 2015 (AJM)
 PL0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DJ8893 ***********************************************************************
 DJ8893  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8893  DESIGNATION -  GRAYLING CORS ARP
 DJ8893  CORS_ID     -  MIGL
 DJ8893  PID         -  DJ8893
 DJ8893  STATE/COUNTY-  MI/CRAWFORD
 DJ8893  COUNTRY     -  US
 DJ8893  USGS QUAD   -  GRAYLING (2017)
 DJ8893
 DJ8893                         *CURRENT SURVEY CONTROL
 DJ8893  ______________________________________________________________________
 DJ8893* NAD 83(2011) POSITION- 44 39 20.91381(N) 084 42 12.90006(W)   ADJUSTED
 DJ8893* NAD 83(2011) ELLIP HT-   318.436 (meters)        (04/??/25)   ADJUSTED
 DJ8893* NAD 83(2011) EPOCH   -  2010.00
 DJ8893  ______________________________________________________________________
 DJ8893  GEOID HEIGHT    -        -34.498 (meters)                     GEOID18
 DJ8893  NAD 83(2011) X  -    419,521.196 (meters)                     COMP
 DJ8893  NAD 83(2011) Y  - -4,525,378.306 (meters)                     COMP
 DJ8893  NAD 83(2011) Z  -  4,460,444.768 (meters)                     COMP
 DJ8893
 DJ8893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8893  Standards:
 DJ8893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8893  -------------------------------------------------------------------
 DJ8893  NETWORK    0.19   0.32           0.09   0.06   0.16     -0.22620400
 DJ8893  -------------------------------------------------------------------
 DJ8893
 DJ8893.The coordinates were established by GPS observations
 DJ8893.and adjusted by the National Geodetic Survey in April 2025.
 DJ8893
 DJ8893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8893.been affixed to the stable North American Tectonic Plate. 
 DJ8893
 DJ8893.The coordinates are valid at the epoch date displayed above
 DJ8893.which is a decimal equivalence of Year/Month/Day.
 DJ8893
 DJ8893.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ8893.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ8893.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ8893.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ8893.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ8893.published epoch of 2010.00.
 DJ8893
 DJ8893.Additional information on MYCS is available at:
 DJ8893.https://geodesy.noaa.gov/CORS/index.shtml
 DJ8893
 DJ8893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8893.GEOID18 height accuracy estimate available here.
 DJ8893
 DJ8893.The PID for the CORS L1 Phase Center is DR5965.
 DJ8893
 DJ8893.Click photographs - Photos may exist for this station.
 DJ8893
 DJ8893.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8893
 DJ8893.The ellipsoidal height was determined by GPS observations
 DJ8893.and is referenced to NAD 83.
 DJ8893
 DJ8893. The following values were computed from the NAD 83(2011) position.
 DJ8893
 DJ8893;                    North         East     Units Scale Factor Converg.
 DJ8893;SPC MI C     -   148,861.201 5,973,278.698   MT  0.99992524   -0 14 16.8
 DJ8893;SPC MI C     -   488,389.77 19,597,371.06   iFT  0.99992524   -0 14 16.8
 DJ8893;UTM  16      - 4,947,281.556   682,073.742   MT  1.00000768   +1 36 52.1
 DJ8893
 DJ8893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8893!SPC MI C     -   0.99995007  x   0.99992524  =   0.99987532
 DJ8893!UTM  16      -   0.99995007  x   1.00000768  =   0.99995775
 DJ8893
 DJ8893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8207347281(NAD 83)
 DJ8893
 DJ8893                          SUPERSEDED SURVEY CONTROL
 DJ8893
 DJ8893  NAD 83(2011)-  44 39 20.91405(N)    084 42 12.90003(W) AD(2010.00) c
 DJ8893  ELLIP H (06/??/20)  318.432  (m)                       GP(2010.00) c c
 DJ8893  NAD 83(2011)-  44 39 20.91404(N)    084 42 12.90009(W) AD(2010.00) c
 DJ8893  ELLIP H (06/??/19)  318.441  (m)                       GP(2010.00) c c
 DJ8893  NAD 83(2011)-  44 39 20.91398(N)    084 42 12.89984(W) AD(2010.00) c
 DJ8893  ELLIP H (08/??/11)  318.430  (m)                       GP(2010.00) c c
 DJ8893  NAD 83(CORS)-  44 39 20.91407(N)    084 42 12.90004(W) AD(2002.00) c
 DJ8893  ELLIP H (01/??/08)  318.441  (m)                       GP(2002.00) c c
 DJ8893
 DJ8893.Superseded values are not recommended for survey control.
 DJ8893
 DJ8893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8893.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8893
 DJ8893_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8893
 DJ8893                          STATION DESCRIPTION
 DJ8893
 DJ8893'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ8893'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ8893'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ8893'AND LOG FILES ACCESSIBLE AT:
 DJ8893'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0488 ***********************************************************************
 PL0488  DESIGNATION -  GRAYLING GEN TEL KQN 98 MAST
 PL0488  PID         -  PL0488
 PL0488  STATE/COUNTY-  MI/CRAWFORD
 PL0488  COUNTRY     -  US
 PL0488  USGS QUAD   -  PERE CHENEY (2017)
 PL0488
 PL0488                         *CURRENT SURVEY CONTROL
 PL0488  ______________________________________________________________________
 PL0488* NAD 83(1994) POSITION- 44 34 10.42170(N) 084 41 33.35951(W)   ADJUSTED
 PL0488  ______________________________________________________________________
 PL0488  GEOID HEIGHT    -        -34.441 (meters)                     GEOID18
 PL0488  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 PL0488  HORZ ORDER      -  THIRD
 PL0488
 PL0488.The horizontal coordinates were established by classical geodetic methods
 PL0488.and adjusted by the National Geodetic Survey in February 1997.
 PL0488
 PL0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0488.GEOID18 height accuracy estimate available here.
 PL0488
 PL0488.Click photographs - Photos may exist for this station.
 PL0488
 PL0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0488
 PL0488. The following values were computed from the NAD 83(1994) position.
 PL0488
 PL0488;                    North         East     Units Scale Factor Converg.
 PL0488;SPC MI C     -   139,274.176 5,974,111.297   MT  0.99993387   -0 13 48.9
 PL0488;SPC MI C     -   456,936.27 19,600,102.68   iFT  0.99993387   -0 13 48.9
 PL0488;UTM  16      - 4,937,725.659   683,215.700   MT  1.00001282   +1 37 11.0
 PL0488
 PL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8321537725(NAD 83)
 PL0488
 PL0488                          SUPERSEDED SURVEY CONTROL
 PL0488
 PL0488  NAD 83(1986)-  44 34 10.41661(N)    084 41 33.36349(W) AD(       ) 3
 PL0488  NAD 27      -  44 34 10.35708(N)    084 41 33.26761(W) AD(       ) 3
 PL0488
 PL0488.Superseded values are not recommended for survey control.
 PL0488
 PL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0488.See file dsdata.pdf to determine how the superseded data were derived.
 PL0488
 PL0488_MARKER: 44 = MICROWAVE MAST
 PL0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0488
 PL0488  HISTORY     - Date     Condition        Report By
 PL0488  HISTORY     - 1976     FIRST OBSERVED   NGS
 PL0488
 PL0488                          STATION DESCRIPTION
 PL0488
 PL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0488'THE STATION IS THE LIGHT ATOP THE GRAYLING GENERAL TELEPHONE
 PL0488'COMPANY KQN 98 MAST, WHICH IS LOCATED ABOUT 7 MILES SOUTHEAST
 PL0488'OF GRAYLING, 1/2 MILE EAST OF INTERSTATE HIGHWAY 75, 0.3 MILE
 PL0488'SOUTHWEST OF, AND ON THE SAME RIDGE WITH TRIANGULATION STATION
 PL0488'CHENEY 1932.  THE MAST IS A 3-LEGGED, SINGLE COLUMN, GUYED AND
 PL0488'LIGHTED STRUCTURE, 334 FEET HIGH, WITH 2 LARGE FANS NEAR THE
 PL0488'TOP, AND PAINTED RED AND WHITE.
 PL0488'
 PL0488'DESCRIBED BY G.R. HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0489 ***********************************************************************
 PL0489  DESIGNATION -  GRAYLING MUNICIPAL TANK
 PL0489  PID         -  PL0489
 PL0489  STATE/COUNTY-  MI/CRAWFORD
 PL0489  COUNTRY     -  US
 PL0489  USGS QUAD   -  GRAYLING (2017)
 PL0489
 PL0489                         *CURRENT SURVEY CONTROL
 PL0489  ______________________________________________________________________
 PL0489* NAD 83(1994) POSITION- 44 39 37.89923(N) 084 42 49.89609(W)   ADJUSTED
 PL0489  ______________________________________________________________________
 PL0489  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 PL0489  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 PL0489  HORZ ORDER      -  THIRD
 PL0489
 PL0489.The horizontal coordinates were established by classical geodetic methods
 PL0489.and adjusted by the National Geodetic Survey in February 1997.
 PL0489
 PL0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0489.GEOID18 height accuracy estimate available here.
 PL0489
 PL0489.Click photographs - Photos may exist for this station.
 PL0489
 PL0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0489
 PL0489. The following values were computed from the NAD 83(1994) position.
 PL0489
 PL0489;                    North         East     Units Scale Factor Converg.
 PL0489;SPC MI C     -   149,388.901 5,972,465.891   MT  0.99992483   -0 14 42.9
 PL0489;SPC MI C     -   490,121.07 19,594,704.37   iFT  0.99992483   -0 14 42.9
 PL0489;UTM  16      - 4,947,782.745   681,244.233   MT  1.00000397   +1 36 26.5
 PL0489
 PL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8124447782(NAD 83)
 PL0489
 PL0489                          SUPERSEDED SURVEY CONTROL
 PL0489
 PL0489  NAD 83(1986)-  44 39 37.89571(N)    084 42 49.89873(W) AD(       ) 3
 PL0489  NAD 27      -  44 39 37.83645(N)    084 42 49.79610(W) AD(       ) 3
 PL0489
 PL0489.Superseded values are not recommended for survey control.
 PL0489
 PL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0489.See file dsdata.pdf to determine how the superseded data were derived.
 PL0489
 PL0489_MARKER: 53 = ELEVATED TANK
 PL0489
 PL0489  HISTORY     - Date     Condition        Report By
 PL0489  HISTORY     - 1949     FIRST OBSERVED   CGS
 PL0489
 PL0489                          STATION DESCRIPTION
 PL0489
 PL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0489'STATION IS LOCATED IN DOWNTOWN GRAYLING.  IT IS A FOUR-LEGGED
 PL0489'STEEL STRUCTURE,
 PL0489'ABOUT 125 FEET HIGH, PAINTED GREY WITH THE LEGEND GRAYLING PAINTED IN
 PL0489'LARGE WHITE LETTERS ON THE NORTH
 PL0489'AND SOUTH SIDE OF THE TANK.  THE POINT OBSERVED ON WAS
 PL0489'THE SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0794 ***********************************************************************
 QK0794  DESIGNATION -  GRAYS REEF LIGHT
 QK0794  PID         -  QK0794
 QK0794  STATE/COUNTY-  MI/EMMET
 QK0794  COUNTRY     -  US
 QK0794  USGS QUAD   -  
 QK0794
 QK0794                         *CURRENT SURVEY CONTROL
 QK0794  ______________________________________________________________________
 QK0794* NAD 83(1994) POSITION- 45 45 56.59906(N) 085 09 13.44457(W)   ADJUSTED
 QK0794  ______________________________________________________________________
 QK0794  GEOID HEIGHT    -        -35.078 (meters)                     GEOID18
 QK0794  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 QK0794  HORZ ORDER      -  THIRD
 QK0794
 QK0794.The horizontal coordinates were established by classical geodetic methods
 QK0794.and adjusted by the National Geodetic Survey in February 1997.
 QK0794
 QK0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0794.GEOID18 height accuracy estimate available here.
 QK0794
 QK0794.Click photographs - Photos may exist for this station.
 QK0794
 QK0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0794
 QK0794. The following values were computed from the NAD 83(1994) position.
 QK0794
 QK0794;                    North         East     Units Scale Factor Converg.
 QK0794;SPC MI C     -   272,446.400 5,938,774.307   MT  1.00001587   -0 33 21.6
 QK0794;SPC MI C     -   893,853.02 19,484,167.67   iFT  1.00001587   -0 33 21.6
 QK0794;UTM  16      - 5,069,675.687   643,562.130   MT  0.99985338   +1 19 23.0
 QK0794
 QK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4356269675(NAD 83)
 QK0794
 QK0794                          SUPERSEDED SURVEY CONTROL
 QK0794
 QK0794  NAD 83(1986)-  45 45 56.59352(N)    085 09 13.44303(W) AD(       ) 3
 QK0794  NAD 27      -  45 45 56.55600(N)    085 09 13.21200(W) AD(       ) 3
 QK0794
 QK0794.Superseded values are not recommended for survey control.
 QK0794
 QK0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0794.See file dsdata.pdf to determine how the superseded data were derived.
 QK0794
 QK0794_MARKER: 14 = NAVIGATION LIGHT
 QK0794
 QK0794  HISTORY     - Date     Condition        Report By
 QK0794  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0794  HISTORY     - 1965     GOOD             CGS
 QK0794  HISTORY     - 19960814 GOOD             USPSQD
 QK0794
 QK0794                          STATION DESCRIPTION
 QK0794
 QK0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0794'THE STATION IS THE CENTER OF AN OCCULTING RED LIGHT LOCATED
 QK0794'IN GRAYS REEF EAST
 QK0794'CHANNEL IN THE STRAITS OF MACKINAC ABOUT 19 MILES WEST OF MACKINAW
 QK0794'CITY AND ABOUT 10 MILES NORTHWEST OF
 QK0794'CROSS VILLAGE.  THE LIGHT IS MOUNTED AT THE TOP
 QK0794'OF A CREAM COLORED SQUARE TOWER ON A CONCRETE CRIB AND
 QK0794'IS 82 FEET ABOVE LOW WATER LINE.
 QK0794'THIS IS NUMBER 1476 IN LIGHT LIST, GREAT LAKES, CG- 159, 1953.
 QK0794
 QK0794                          STATION RECOVERY (1965)
 QK0794
 QK0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0794'STATION WAS RECOVERED BY TRIANGULATION AT THIS TIME BUT WAS NOT
 QK0794'VISITED.
 QK0794
 QK0794                          STATION RECOVERY (1996)
 QK0794
 QK0794'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0540 ***********************************************************************
 RK0540  DESIGNATION -  GREEN
 RK0540  PID         -  RK0540
 RK0540  STATE/COUNTY-  MI/MARQUETTE
 RK0540  COUNTRY     -  US
 RK0540  USGS QUAD   -  GREEN HILLS (2017)
 RK0540
 RK0540                         *CURRENT SURVEY CONTROL
 RK0540  ______________________________________________________________________
 RK0540* NAD 83(1994) POSITION- 46 20 07.47345(N) 087 42 10.27933(W)   ADJUSTED
 RK0540* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 RK0540  ______________________________________________________________________
 RK0540  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 RK0540  LAPLACE CORR    -         -5.80  (seconds)                    DEFLEC18
 RK0540  HORZ ORDER      -  FIRST
 RK0540
 RK0540.The horizontal coordinates were established by classical geodetic methods
 RK0540.and adjusted by the National Geodetic Survey in February 1997.
 RK0540
 RK0540.The orthometric height was scaled from a topographic map.
 RK0540
 RK0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0540.GEOID18 height accuracy estimate available here.
 RK0540
 RK0540.Click photographs - Photos may exist for this station.
 RK0540
 RK0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0540
 RK0540. The following values were computed from the NAD 83(1994) position.
 RK0540
 RK0540;                    North         East     Units Scale Factor Converg.
 RK0540;SPC MI N     -   172,743.977 7,945,890.367   MT  0.99990322   -0 30 28.9
 RK0540;SPC MI N     -   566,745.33 26,069,194.12   iFT  0.99990322   -0 30 28.9
 RK0540;UTM  16      - 5,131,554.883   445,906.128   MT  0.99963597   -0 30 30.4
 RK0540
 RK0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0540!SPC MI N     -   0.99992362  x   0.99990322  =   0.99982684
 RK0540!UTM  16      -   0.99992362  x   0.99963597  =   0.99955961
 RK0540
 RK0540:                Primary Azimuth Mark                     Grid Az
 RK0540:SPC MI N     -  GREEN AZ MK                              274 43 34.7
 RK0540:UTM  16      -  GREEN AZ MK                              274 43 36.2
 RK0540
 RK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4590631554(NAD 83)
 RK0540
 RK0540|---------------------------------------------------------------------|
 RK0540| PID    Reference Object                     Distance      Geod. Az  |
 RK0540|                                                           dddmmss.s |
 RK0540| CJ2584 GREEN RM 1                           16.929 METERS 10159     |
 RK0540| CJ2583 GREEN AZ MK                                        2741305.8 |
 RK0540| RK0574 REPUBLIC                            APPROX.22.4 KM 2884546.0 |
 RK0540| CJ2585 GREEN RM 2                           14.360 METERS 35042     |
 RK0540|---------------------------------------------------------------------|
 RK0540
 RK0540                          SUPERSEDED SURVEY CONTROL
 RK0540
 RK0540  NAD 83(1986)-  46 20 07.46808(N)    087 42 10.27539(W) AD(       ) 1
 RK0540  NAD 27      -  46 20 07.67900(N)    087 42 09.78700(W) AD(       ) 1
 RK0540
 RK0540.Superseded values are not recommended for survey control.
 RK0540
 RK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0540.See file dsdata.pdf to determine how the superseded data were derived.
 RK0540
 RK0540_MARKER: DS = TRIANGULATION STATION DISK
 RK0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0540_STAMPING: GREEN 1955
 RK0540_MARK LOGO: CGS
 RK0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0540+STABILITY: SURFACE MOTION
 RK0540
 RK0540  HISTORY     - Date     Condition        Report By
 RK0540  HISTORY     - 1955     MONUMENTED       CGS
 RK0540
 RK0540                          STATION DESCRIPTION
 RK0540
 RK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0540'THE STATION IS IN SECTION 5, T. 45 N., R. 27 W. AND ON A PROMINENT,
 RK0540'LARGE ROUND TOPPED, TIMBERED HILL KNOWN LOCALLY AS GREEN HILL.  IT
 RK0540'IS APPROXIMATELY 14 MILES EAST-SOUTHEAST OF REPUBLIC, 11 MILES SOUTH
 RK0540'OF ISHPEMING, 5-1/2 MILES NORTH OF THE MARQUETTE-DICKINSON COUNTY
 RK0540'LINE AND ON THE HIGHEST PART OF THE HILL WHICH IS NEAR THE WESTERN
 RK0540'EDGE OF THE SUMMIT.
 RK0540'
 RK0540'TO REACH FROM THE JUNCTION OF PINE AND DIVISION STREETS IN ISHPEMING,
 RK0540'GO SOUTH-SOUTHWEST ON PINE STREET WHICH IS ALSO COUNTY HIGHWAY 581,
 RK0540'FOR 3.7 MILES TO THE JUNCTION OF COUNTY HIGHWAYS 581 AND 482 (BOTH
 RK0540'PAVED ROADS), KEEP LEFT FORK AND FOLLOW COUNTY HIGHWAY 581 FOR
 RK0540'10.7 MILES TO THE END OF THE BLACK-TOP AT A CROSSROAD, TURN LEFT
 RK0540'AND FOLLOW MAIN TRAVELED ROAD 2.3 MILES TO A FORK, KEEP LEFT FORK AND
 RK0540'GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AT A POINT WHERE THE
 RK0540'ROAD CROSSES OVER THE SUMMIT OF A LOW HILL, CONTINUE EASTERLY
 RK0540'ON THE TRACK ROAD FOR 1.0 MILE TO A FORK, KEEP THE LEFT FORK AND GO
 RK0540'0.25 MILE TO A FORK WITH A SHACK BETWEEN THE TWO ROADS, (THIS SHACK
 RK0540'APPEARS TO BE MOVABLE AND MAY BE MOVED WHEN THE PRESENT LOGGING
 RK0540'OPERATIONS ARE COMPLETED IN THE VICINITY), KEEP LEFT FORK AND
 RK0540'GO 0.25 MILE ON A BLADED LOGGING ROAD TO TWO BLAZED TREES AND
 RK0540'THE END OF TRUCK TRAVEL FOR A TWO-WHEEL DRIVE TRUCK.  FROM HERE A
 RK0540'TRAIL WAS CLEARED TO THE STATION WHICH IS PASSABLE FOR A POWER
 RK0540'WAGON, PASS BETWEEN THE TWO BLAZED TREES, UP THE STEEP BANK AND
 RK0540'FOLLOW THE TRAIL ABOUT 0.25 MILE TO THE SUMMIT OF THE HILL AND THE
 RK0540'STATION.
 RK0540'
 RK0540'THE STATION MARK, STAMPED GREEN 1955, IS A STANDARD DISK SET IN A
 RK0540'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET WEST OF
 RK0540'A 16-INCH STUMP ABOUT 2-1/2 FEET HIGH AND 4 FEET SOUTH OF A WHITE
 RK0540'WITNESS POST.  AN AREA ABOUT 30 FEET IN DIAMETER WAS CLEARED
 RK0540'AROUND THE STATION.
 RK0540'
 RK0540'REFERENCE MARK NO. 1, STAMPED GREEN NO 1 1955, IS A STANDARD DISK SET
 RK0540'IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 31 FEET
 RK0540'EAST OF THE 16-INCH STUMP AND AT THE SAME ELEVATION AS THE STATION.
 RK0540'
 RK0540'REFERENCE MARK NO. 2, STAMPED GREEN NO 2 1955, IS A STANDARD DISK SET
 RK0540'IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS AT THE
 RK0540'NORTH EDGE OF THE CLEARING AND ABOUT 1 FOOT LOWER THAN THE STATION
 RK0540'MARK.
 RK0540'
 RK0540'THE AZIMUTH MARK, STAMPED GREEN 1955, IS A STANDARD DISK SET IN A
 RK0540'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 30 FEET NORTH
 RK0540'OF THE CENTER OF THE TRACK ROAD AND 2 FEET EAST OF A WHITE WITNESS
 RK0540'POST.  A CONSIDERABLE AMOUNT OF CLEARING WOULD BE NECESSARY TO SEE
 RK0540'THE AZIMUTH MARK FROM THE GROUND.
 RK0540'
 RK0540'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1603 ***********************************************************************
 RL1603  DESIGNATION -  GREEN
 RL1603  PID         -  RL1603
 RL1603  STATE/COUNTY-  MI/ONTONAGON
 RL1603  COUNTRY     -  US
 RL1603  USGS QUAD   -  GREEN (2017)
 RL1603
 RL1603                         *CURRENT SURVEY CONTROL
 RL1603  ______________________________________________________________________
 RL1603* NAD 83(1994) POSITION- 46 50 13.07693(N) 089 26 24.22036(W)   ADJUSTED
 RL1603* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 RL1603  ______________________________________________________________________
 RL1603  GEOID HEIGHT    -        -31.216 (meters)                     GEOID18
 RL1603  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 RL1603  HORZ ORDER      -  THIRD
 RL1603
 RL1603.The horizontal coordinates were established by classical geodetic methods
 RL1603.and adjusted by the National Geodetic Survey in February 1997.
 RL1603
 RL1603.The orthometric height was scaled from a topographic map.
 RL1603
 RL1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1603.GEOID18 height accuracy estimate available here.
 RL1603
 RL1603.Click photographs - Photos may exist for this station.
 RL1603
 RL1603.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1603
 RL1603. The following values were computed from the NAD 83(1994) position.
 RL1603
 RL1603;                    North         East     Units Scale Factor Converg.
 RL1603;SPC MI N     -   231,118.574 7,813,893.802   MT  0.99994919   -1 45 49.1
 RL1603;SPC MI N     -   758,263.04 25,636,134.52   iFT  0.99994919   -1 45 49.1
 RL1603;UTM  16      - 5,189,937.765   313,932.947   MT  1.00002554   -1 46 49.1
 RL1603
 RL1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1603!SPC MI N     -   0.99997527  x   0.99994919  =   0.99992446
 RL1603!UTM  16      -   0.99997527  x   1.00002554  =   1.00000081
 RL1603
 RL1603:                Primary Azimuth Mark                     Grid Az
 RL1603:SPC MI N     -  GREEN AZ MK                              263 00 24.4
 RL1603:UTM  16      -  GREEN AZ MK                              263 01 24.4
 RL1603
 RL1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1393289937(NAD 83)
 RL1603
 RL1603|---------------------------------------------------------------------|
 RL1603| PID    Reference Object                     Distance      Geod. Az  |
 RL1603|                                                           dddmmss.s |
 RL1603| RL0736 TT 28 TX                             73.645 METERS 01422     |
 RL1603| CJ2579 GREEN RM 1                           28.078 METERS 03849     |
 RL1603| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX. 9.4 KM 0671034.0 |
 RL1603| CJ2580 GREEN RM 2                           26.698 METERS 13500     |
 RL1603| CJ2578 GREEN AZ MK                                        2611435.3 |
 RL1603|---------------------------------------------------------------------|
 RL1603
 RL1603                          SUPERSEDED SURVEY CONTROL
 RL1603
 RL1603  NAD 83(1986)-  46 50 13.07895(N)    089 26 24.21557(W) AD(       ) 3
 RL1603  NAD 27      -  46 50 13.26900(N)    089 26 23.69000(W) AD(       ) 3
 RL1603
 RL1603.Superseded values are not recommended for survey control.
 RL1603
 RL1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1603.See file dsdata.pdf to determine how the superseded data were derived.
 RL1603
 RL1603_MARKER: DS = TRIANGULATION STATION DISK
 RL1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1603_STAMPING: GREEN 1952
 RL1603_MARK LOGO: CGS
 RL1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1603+STABILITY: SURFACE MOTION
 RL1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1603+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 RL1603
 RL1603  HISTORY     - Date     Condition        Report By
 RL1603  HISTORY     - 1952     MONUMENTED       CGS
 RL1603  HISTORY     - 1955     GOOD             CGS
 RL1603  HISTORY     - 1966     GOOD             LOCENG
 RL1603  HISTORY     - 1975     GOOD             USGS
 RL1603  HISTORY     - 1976     GOOD             NGS
 RL1603  HISTORY     - 1977     GOOD             NGS
 RL1603  HISTORY     - 20070707 GOOD             GEOCAC
 RL1603
 RL1603                          STATION DESCRIPTION
 RL1603
 RL1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1603'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ONTONAGON AND IN
 RL1603'THE SMALL SETTLEMENT OF GREEN.
 RL1603'
 RL1603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY AND
 RL1603'TOLFREE ROAD IN GREEN, GO SOUTH ON TOLFREE ROAD FOR 0.05 MILE
 RL1603'TO THE STATION ON THE RIGHT AS DESCRIBED.
 RL1603'
 RL1603'THE STATION MARK IS STAMPED GREEN 1952.  IT IS A STANDARD DISK
 RL1603'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RL1603'52 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE CHURCH, 34
 RL1603'FEET WEST OF CENTERLINE OF A GRAVEL ROAD, 17 FEET NORTHEAST
 RL1603'OF A POWER POLE AND 5.5 FEET EAST OF A WHITE WITNESS POST.
 RL1603'
 RL1603'REFERENCE MARK NO. 1 IS STAMPED GREEN NO 1 1952.  IT IS A
 RL1603'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RL1603'4 INCHES.  IT IS 26 FEET EAST OF CENTERLINE OF A GRAVEL ROAD.
 RL1603'
 RL1603'REFERENCE MARK NO. 2 IS STAMPED GREEN NO 2 1952.  IT IS A
 RL1603'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RL1603'3 INCHES.  IT IS 27 FEET EAST OF CENTERLINE OF A GRAVEL ROAD
 RL1603'AND 71 FEET EAST OF THE EAST END OF A WHITE CHURCH.
 RL1603'
 RL1603'THE AZIMUTH MARK IS STAMPED GREEN 1952.  IT IS A STANDARD DISK
 RL1603'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 RL1603'IS 40 FEET EAST OF CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTH
 RL1603'OF A WHITE WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE
 RL1603'LINE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH
 RL1603'ON GRAVEL ROAD FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY
 RL1603'64, TURN LEFT, WEST ON STATE HIGHWAY 64 FOR 0.5 MILE TO A SIDE
 RL1603'ROAD LEFT, TURN LEFT, SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO
 RL1603'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RL1603'
 RL1603'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RL1603
 RL1603                          STATION RECOVERY (1955)
 RL1603
 RL1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WM)
 RL1603'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 RL1603'
 RL1603'THE TO REACH SHOULD READ FROM JUNCTION OF STATE HIGHWAY 64
 RL1603'AND TOLFREE ROAD....
 RL1603'
 RL1603'THIS STATION IS DIRECTLY UNDER A POWER LINE.  THUS HEIGHT
 RL1603'OF TOWER IS LIMITED.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 RL1603'OF ONTONAGON
 RL1603
 RL1603                          STATION RECOVERY (1966)
 RL1603
 RL1603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (WPS)
 RL1603'RECOVERED BY LORAC SERV. CORP.
 RL1603'
 RL1603'STATION AND TT 28TX (USGS) WERE RECOVERED IN GOOD CONDITION.
 RL1603
 RL1603                          STATION RECOVERY (1975)
 RL1603
 RL1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 RL1603'THE SURFACE STATION MK. WAS FOUND IN GOOD CONDITION.  TOWN
 RL1603'LINE ROAD, WHICH PASSES BY THE STATION, HAS BEEN WIDENED AND
 RL1603'PAVED.  REF. MK. 1 AND REF. MK. 2 WERE FOUND DESTROYED APPARENTLY
 RL1603'BY CONSTRUCTION.  TT 28 TX (USGS) WAS NOT FOUND AND IS THOUGHT TO
 RL1603'BE DESTROYED.  THE AZ. MK. WAS NOT SEARCHED FOR.
 RL1603
 RL1603                          STATION RECOVERY (1976)
 RL1603
 RL1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RL1603'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 RL1603'FOUND DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 RL1603'TO BE DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  THERE IS NO
 RL1603'SUITABLE PLACE TO SET A NEW AZIMUTH MARK.  BENCH MARK TT 28T
 RL1603'(USGS) NOT RECOVERED.
 RL1603'
 RL1603'THE STATION IS ON ROAD-RIGHT -OF-WAY.  IT IS 53 FEET NORTH OF THE
 RL1603'NORTHEAST CORNER OF THE REDEEMER FREE LUTHERAN CHURCH, 33 FEET WEST
 RL1603'OF THE CENTERLINE OF TOWNLINE ROAD, 20 FEET SOUTH OF A METAL WITNESS
 RL1603'POST, 9 FEET NORTHWEST OF A POWER POLE AND 8 FEET EAST OF THE
 RL1603'EAST EDGE OF THE WOODS.  THE MONUMENT PROJECTS 3 INCHES AND THE
 RL1603'DISK STAMPED GREEN 1952.
 RL1603'
 RL1603'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RL1603'1.5 FEET SOUTH OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS
 RL1603'POST.  THE MONUMENT IS A STANDARD ALUMINUM REFERENCE MARK WITH
 RL1603'3-MAGNETS ATTACHED, AND THE DISK IS STAMPED GREEN 1952 NO 3 1976.
 RL1603'
 RL1603'REFERENCE MARK 4 IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 28
 RL1603'FEET NORTH OF A POWER POLE, 9 FEET EAST OF THE EAST EDGE OF THE
 RL1603'WOODS, 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS A
 RL1603'STANDARD ALUMINUM REFERENCE MARK WITH 3-MAGNETS ATTACHED AND THE
 RL1603'DISK IS STAMPED GREEN 1952 NO 4 1976.
 RL1603'
 RL1603'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 RL1603'TOWNLINE ROAD IN THE VILLAGE OF GREEN, GO SOUTH ON TOWNLINE ROAD FOR
 RL1603'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREEN.
 RL1603'
 RL1603'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RL1603
 RL1603                          STATION RECOVERY (1977)
 RL1603
 RL1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1603'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED,
 RL1603'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED THE ROAD HAS BEEN
 RL1603'REWORKED AND MADE WIDER, THERE WAS REFERENCE MARKS 3 AND 4
 RL1603'RECOVERED, NO INFORMATION ON THESE MARKS.  REFERENCE MARK NUMBER 3
 RL1603'IS STAMPED GREEN NO 3 1952 1976, IT IS 64.0 FEET EAST OF STATION,
 RL1603'31.7 FEET EAST OF THE CENTER LINE OF ROAD.  REFERENCE MARK
 RL1603'NUMBER 4 IS STAMPED GREEN NO 4 1952 1976, IT IS 19.25 FEET
 RL1603'NORTH-NORTHEAST OF STATION 28.5 FEET WEST OF THE CENTER LINE OF
 RL1603'ROAD.  THE REFERENCE MARKS ARE ALUMINUM DISKS, DRIVEN IN THE GROUND
 RL1603'AND PROJECTS 2 INCHES.
 RL1603'
 RL1603'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 64 AND TOWNLINE ROAD
 RL1603'IN THE SMALL VILLAGE OF GREEN, GO SOUTH ON TOWNLINE ROAD FOR 0.1
 RL1603'MILE TO A WHITE CHURCH ON THE RIGHT AND THE STATION SITE ON RIGHT
 RL1603'NORTHEAST OF CHURCH, STATION IS NOW UNDER A POWERLINE LINE.
 RL1603'
 RL1603'A TOWER WOULD BE REQUIRED AT THIS STATION, TOWER WOULD HAVE TO BE
 RL1603'BUILT OVER REFERENCE MARK NUMBER 5.
 RL1603'
 RL1603'NOTE MARK TT 28 TX (USGS) WAS NOT RECOVERED, MARK WAS SEARCHED FOR
 RL1603'ROAD HAS BEEN WIDEN, MARK COULD NOT BE FOUND.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTH PART
 RL1603'OF GREEN.
 RL1603
 RL1603                          STATION RECOVERY (2007)
 RL1603
 RL1603'RECOVERY NOTE BY GEOCACHING 2007 (MPR)
 RL1603'MARK IS LOCATED NEAR THE NE CORNER OF THE CARP LAKE TWP CEMETERY ON
 RL1603'TOWNLINE ROAD.  THE CHURCH NO LONGER EXISTS BUT A MINIATURE REPLICA
 RL1603'MEMORIAL DOES AT THE OLD CHURCH LOCATION.
 RL1603'
 RL1603'REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD CONDITION.  NONE OF THE
 RL1603'MARKS WOULD BE SUITABLE FOR GPS (TREES).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0728 ***********************************************************************
 QK0728  DESIGNATION -  GREEN RESET
 QK0728  PID         -  QK0728
 QK0728  STATE/COUNTY-  MI/MACKINAC
 QK0728  COUNTRY     -  US
 QK0728  USGS QUAD   -  SAINT IGNACE (2017)
 QK0728
 QK0728                         *CURRENT SURVEY CONTROL
 QK0728  ______________________________________________________________________
 QK0728* NAD 83(1994) POSITION- 45 50 07.38905(N) 084 44 57.70919(W)   ADJUSTED
 QK0728* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 QK0728  ______________________________________________________________________
 QK0728  GEOID HEIGHT    -        -35.361 (meters)                     GEOID18
 QK0728  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 QK0728  HORZ ORDER      -  FIRST
 QK0728
 QK0728.The horizontal coordinates were established by classical geodetic methods
 QK0728.and adjusted by the National Geodetic Survey in February 1997.
 QK0728
 QK0728.The orthometric height was scaled from a topographic map.
 QK0728
 QK0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0728.GEOID18 height accuracy estimate available here.
 QK0728
 QK0728.Click photographs - Photos may exist for this station.
 QK0728
 QK0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0728
 QK0728. The following values were computed from the NAD 83(1994) position.
 QK0728
 QK0728;                    North         East     Units Scale Factor Converg.
 QK0728;SPC MI N     -   119,411.827 8,174,822.879   MT  0.99993348   +1 37 36.3
 QK0728;SPC MI N     -   391,771.09 26,820,285.04   iFT  0.99993348   +1 37 36.3
 QK0728;UTM  16      - 5,078,221.184   674,786.807   MT  0.99997559   +1 36 53.6
 QK0728
 QK0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0728!SPC MI N     -   0.99997733  x   0.99993348  =   0.99991081
 QK0728!UTM  16      -   0.99997733  x   0.99997559  =   0.99995292
 QK0728
 QK0728:                Primary Azimuth Mark                     Grid Az
 QK0728:SPC MI N     -  ST HELENA LH                             282 13 03.9
 QK0728:UTM  16      -  ST HELENA LH                             282 13 46.6
 QK0728
 QK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7478678221(NAD 83)
 QK0728
 QK0728|---------------------------------------------------------------------|
 QK0728| PID    Reference Object                     Distance      Geod. Az  |
 QK0728|                                                           dddmmss.s |
 QK0728| CH1202 GREEN RM 1                           13.644 METERS 07535     |
 QK0728| QK0736 MACKINAC IS GRAND HOTEL TANK        APPROX. 9.7 KM 0792122.6 |
 QK0728| CH1203 GREEN RM 2                           14.950 METERS 20505     |
 QK0728| QK0782 ST HELENA LH                        APPROX. 9.1 KM 2835040.2 |
 QK0728|---------------------------------------------------------------------|
 QK0728
 QK0728                          SUPERSEDED SURVEY CONTROL
 QK0728
 QK0728  NAD 83(1986)-  45 50 07.38194(N)    084 44 57.70850(W) AD(       ) 1
 QK0728  NAD 27      -  45 50 07.33900(N)    084 44 57.52800(W) AD(       ) 1
 QK0728
 QK0728.Superseded values are not recommended for survey control.
 QK0728
 QK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0728.See file dsdata.pdf to determine how the superseded data were derived.
 QK0728
 QK0728_MARKER: DS = TRIANGULATION STATION DISK
 QK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0728_STAMPING: GREEN U.S.L.S. 1954
 QK0728_MARK LOGO: CGS
 QK0728_PROJECTION: FLUSH
 QK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0728+STABILITY: SURFACE MOTION
 QK0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0728+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 QK0728
 QK0728  HISTORY     - Date     Condition        Report By
 QK0728  HISTORY     - 1926     MONUMENTED       USLS
 QK0728  HISTORY     - 1952     GOOD             USLS
 QK0728  HISTORY     - 1954     GOOD             CGS
 QK0728  HISTORY     - 20200422 GOOD             HEI
 QK0728
 QK0728                          STATION DESCRIPTION
 QK0728
 QK0728'DESCRIBED BY US LAKE SURVEY 1926
 QK0728'NEAR CENTER OF GREEN ISLAND IN STRAITS OF MACKINAC, ON HIGHEST POINT
 QK0728'OF ISLAND, INSIDE CLUMP OF CEDARS, ABOUT ON LINE WITH ROUND ISLAND
 QK0728'LIGHTHOUSE AND SOUTH END OF ST. HELENA ISLAND, 26 FEET SOUTH OF
 QK0728'TRIANGLE-BLAZED 4-INCH BIRCH TREE, 20 FEET NORTHEAST OF 4-FOOT BROWN
 QK0728'BOULDER, AND 140 FEET SOUTH AND 125 FEET NORTH OF WATERS EDGE.  MARKED
 QK0728'BY SPIKE IN SQUARE CONCRETE POST, TOP FLUSH WITH SURFACE OF GROUND,
 QK0728'MARKED U.S. 26.
 QK0728
 QK0728                          STATION RECOVERY (1952)
 QK0728
 QK0728'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0728'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1 MILE S OF POINT
 QK0728'LABARBE, NEAR CENTER OF WIDEST PART AND W END OF GREEN ISLAND IN
 QK0728'STRAITS OF MACKINAC, ON HIGHEST PART OF ISLAND, IN CLEARING IN CLUMP
 QK0728'OF CEDARS.
 QK0728'
 QK0728'STATION MARKED BY SPIKE SET IN TOP OF 6-INCH CONCRETE POST MARKED US
 QK0728'26 FLUSH WITH GROUND AND IN ON LINE WITH ROUND ISLAND L.H. AND S END
 QK0728'OF ST. HELENA ISLAND.
 QK0728'
 QK0728'A TRIANGLE BLAZED 4-INCH BIRCH BEARS N, 26 FEET FROM STATION.
 QK0728'
 QK0728'A 3-FOOT BROWN BOULDER BEARS NE, 20 FEET FROM STATION.
 QK0728'
 QK0728'THE WATERS EDGE BEARS N, 140 FEET AND S 125 FEET FROM STATION.
 QK0728'
 QK0728'TO REACH STATION GO BY SMALL BOAT FROM SE TIP OF POINT LABARBE.
 QK0728
 QK0728                          STATION RECOVERY (1954)
 QK0728
 QK0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0728'THE STATION IS NEAR CENTER OF GREEN ISLAND IN STRAITS OF MACKINAC, ON
 QK0728'HIGHEST POINT OF ISLAND, INSIDE CLUMP OF CEDARS, ABOUT ON LINE WITH
 QK0728'ROUND ISLAND LIGHTHOUSE AND SOUTH END OF ST. HELENA ISLAND.
 QK0728'
 QK0728'STATION MARK IS SET IN CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE
 QK0728'GROUND LEVEL.  IT IS 57 FEET SOUTHWEST OF WATERS EDGE, 54 FEET NORTH
 QK0728'OF 6 INCH WHITE BIRCH TREE, AND 20 FEET NORTH OF OUTCROPPING BOULDER
 QK0728'IN MEASUREMENTS OF 3 FEET BY 3 FEET.  THE U.S.L.S MARK ESTABLISHED BY
 QK0728'U.S. LAKE SURVEY, 1926, WAS REINFORCED AND BUILT UP WITH STANDARD DISK
 QK0728'INSTALLED.  THERE WAS NO UNDERGROUND MARK ESTABLISHED AT THIS TIME.
 QK0728'
 QK0728'REFERENCE MARK NO. 1 IS SET IN CONCRETE MONUMENT WHICH IS FLUSH WITH
 QK0728'THE SURFACE OF THE GROUND.
 QK0728'
 QK0728'REFERENCE MARK NO. 2 IS SET IN CONCRETE MONUMENT WHICH IS FLUSH WITH
 QK0728'THE SURFACE OF THE GROUND.  IT IS 12.5 FEET EAST OF 6 INCH WHITE BIRCH
 QK0728'TREE.
 QK0728'
 QK0728'ALL MARKS ARE STANDARD DISKS STAMPED GREEN U.S.L.S. 1954, REFERENCE
 QK0728'MARKS ADDITIONALLY STAMPED RM 1 AND RM 2 RESPECTIVELY.
 QK0728'
 QK0728'STATION IS REACHED BY SMALL BOAT AS THE WATER AROUND ISLAND WAS
 QK0728'SHALLOW.  THE BEST APPROACH AT THIS TIME WAS FROM NORTH SIDE AT SAND
 QK0728'BAR.
 QK0728'
 QK0728'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 QK0728
 QK0728                          STATION RECOVERY (2020)
 QK0728
 QK0728'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2020 (CLE)
 QK0728'THE STATION IN GOOD CONDITION.  WAS NOT ABLE TO LOCATE REFERENCE MARK
 QK0728'NO. 1, NO. 2, OUTCROPPED BOULDER, OR BLAZED BIRCH.
 QK0728'
 QK0728'STATION IS APPROXIMATELY 75 FT (22.9 M) NORTH OF ISLAND'S SOUTHERLY
 QK0728'WATERS EDGE.  75 SOUTH OF WATERS NORTHERLY EDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0293 ***********************************************************************
 PK0293  DESIGNATION -  GREENBUSH LATITUDE STA 1929
 PK0293  PID         -  PK0293
 PK0293  STATE/COUNTY-  MI/ALCONA
 PK0293  COUNTRY     -  US
 PK0293  USGS QUAD   -  GREENBUSH (2017)
 PK0293
 PK0293                         *CURRENT SURVEY CONTROL
 PK0293  ______________________________________________________________________
 PK0293* NAD 83(1994) POSITION- 44 35 28.37830(N) 083 20 41.24912(W)   NO CHECK
 PK0293* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 PK0293  ______________________________________________________________________
 PK0293  GEOID HEIGHT    -        -35.706 (meters)                     GEOID18
 PK0293  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PK0293  HORZ ORDER      -  THIRD
 PK0293
 PK0293.The horizontal coordinates were established by classical geodetic methods
 PK0293.and adjusted by the National Geodetic Survey in February 1997.
 PK0293
 PK0293.No horizontal observational check was made to the station.
 PK0293
 PK0293.The orthometric height was scaled from a topographic map.
 PK0293
 PK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0293.GEOID18 height accuracy estimate available here.
 PK0293
 PK0293.Click photographs - Photos may exist for this station.
 PK0293
 PK0293.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0293
 PK0293. The following values were computed from the NAD 83(1994) position.
 PK0293
 PK0293;                    North         East     Units Scale Factor Converg.
 PK0293;SPC MI C     -   142,139.444 6,081,134.772   MT  0.99993149   +0 43 18.7
 PK0293;SPC MI C     -   466,336.76 19,951,229.57   iFT  0.99993149   +0 43 18.7
 PK0293;UTM  17      - 4,940,215.703   313,884.408   MT  1.00002599   -1 38 47.8
 PK0293
 PK0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0293!SPC MI C     -   0.99997082  x   0.99993149  =   0.99990232
 PK0293!UTM  17      -   0.99997082  x   1.00002599  =   0.99999681
 PK0293
 PK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1388440215(NAD 83)
 PK0293
 PK0293                          SUPERSEDED SURVEY CONTROL
 PK0293
 PK0293  NAD 83(1986)-  44 35 28.36377(N)    083 20 41.24770(W) AD(       ) 3
 PK0293  NAD 27      -  44 35 28.33000(N)    083 20 41.36400(W) AD(       ) 3
 PK0293
 PK0293.Superseded values are not recommended for survey control.
 PK0293
 PK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0293.See file dsdata.pdf to determine how the superseded data were derived.
 PK0293
 PK0293
 PK0293  HISTORY     - Date     Condition        Report By
 PK0293  HISTORY     - 1929     MONUMENTED       USLS
 PK0293  HISTORY     - 19960512 GOOD             USPSQD
 PK0293
 PK0293                          STATION DESCRIPTION
 PK0293
 PK0293'DESCRIBED BY US LAKE SURVEY 1929
 PK0293'SEE STATION GREENBUSH USLS
 PK0293
 PK0293                          STATION RECOVERY (1996)
 PK0293
 PK0293'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0292 ***********************************************************************
 PK0292  DESIGNATION -  GREENBUSH RESET
 PK0292  PID         -  PK0292
 PK0292  STATE/COUNTY-  MI/ALCONA
 PK0292  COUNTRY     -  US
 PK0292  USGS QUAD   -  GREENBUSH (2017)
 PK0292
 PK0292                         *CURRENT SURVEY CONTROL
 PK0292  ______________________________________________________________________
 PK0292* NAD 83(1994) POSITION- 44 35 28.21411(N) 083 20 41.19248(W)   ADJUSTED
 PK0292* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 PK0292  ______________________________________________________________________
 PK0292  GEOID HEIGHT    -        -35.705 (meters)                     GEOID18
 PK0292  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 PK0292  HORZ ORDER      -  FIRST
 PK0292
 PK0292.The horizontal coordinates were established by classical geodetic methods
 PK0292.and adjusted by the National Geodetic Survey in February 1997.
 PK0292
 PK0292.The orthometric height was scaled from a topographic map.
 PK0292
 PK0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0292.GEOID18 height accuracy estimate available here.
 PK0292
 PK0292.Click photographs - Photos may exist for this station.
 PK0292
 PK0292.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0292
 PK0292. The following values were computed from the NAD 83(1994) position.
 PK0292
 PK0292;                    North         East     Units Scale Factor Converg.
 PK0292;SPC MI C     -   142,134.393 6,081,136.085   MT  0.99993149   +0 43 18.7
 PK0292;SPC MI C     -   466,320.19 19,951,233.87   iFT  0.99993149   +0 43 18.7
 PK0292;UTM  17      - 4,940,210.600   313,885.511   MT  1.00002598   -1 38 47.8
 PK0292
 PK0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0292!SPC MI C     -   0.99997082  x   0.99993149  =   0.99990232
 PK0292!UTM  17      -   0.99997082  x   1.00002598  =   0.99999680
 PK0292
 PK0292:                Primary Azimuth Mark                     Grid Az
 PK0292:SPC MI C     -  POINT AU SABLE                           177 34 02.2
 PK0292:UTM  17      -  POINT AU SABLE                           179 56 08.7
 PK0292
 PK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1388540210(NAD 83)
 PK0292
 PK0292|---------------------------------------------------------------------|
 PK0292| PID    Reference Object                     Distance      Geod. Az  |
 PK0292|                                                           dddmmss.s |
 PK0292| PK0303 POINT AU SABLE                      APPROX.27.8 KM 1781720.9 |
 PK0292| PK0293 GREENBUSH LATITUDE STA 1929           5.220 METERS 34609     |
 PK0292|---------------------------------------------------------------------|
 PK0292
 PK0292                          SUPERSEDED SURVEY CONTROL
 PK0292
 PK0292  NAD 83(1986)-  44 35 28.19957(N)    083 20 41.19105(W) AD(       ) 1
 PK0292  NAD 27      -  44 35 28.14886(N)    083 20 41.30026(W) AD(       ) 1
 PK0292
 PK0292.Superseded values are not recommended for survey control.
 PK0292
 PK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0292.See file dsdata.pdf to determine how the superseded data were derived.
 PK0292
 PK0292_MARKER: DD = SURVEY DISK
 PK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0292_MARK LOGO: USLS
 PK0292_PROJECTION: RECESSED 5 CENTIMETERS
 PK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0292+STABILITY: SURFACE MOTION
 PK0292
 PK0292  HISTORY     - Date     Condition        Report By
 PK0292  HISTORY     - 1949     MONUMENTED       USLS
 PK0292  HISTORY     - 1955     GOOD             USGS
 PK0292  HISTORY     - 1961     GOOD             USAF
 PK0292  HISTORY     - 1980     GOOD             MIDH
 PK0292  HISTORY     - 19960511 GOOD             USPSQD
 PK0292
 PK0292                          STATION DESCRIPTION
 PK0292
 PK0292'DESCRIBED BY US LAKE SURVEY 1949
 PK0292'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1.3 MILES W OF M-72, 70
 PK0292'FEET N OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, AND 44 FEET N OF THE EDGE OF A BANK MADE BY A
 PK0292'ROAD CUT ON A HIGH RIDGE.  MARKED BY A CROSS IN A
 PK0292'BRONZE DISK, IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT 2 INCHES
 PK0292'BELOW GROUND SURFACE.
 PK0292'
 PK0292'THREE REFERENCE MONUMENTS WERE SET IN 1949 TO REPLACE THE 1935
 PK0292'MONUMENTS WHICH HAD BEEN DESTROYED.  EACH IS A 6-INCH
 PK0292'IN DIAMETER CONCRETE MONUMENT WITH A BRONZE DISK IN THE TOP WHICH
 PK0292'PROJECTS 1/2 FOOT ABOVE GROUND SURFACE.
 PK0292'
 PK0292'REFERENCE MONUMENT 1 IS 56.9 FEET N OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, 25 FEET N OF THE EDGE BANK
 PK0292'AT A ROAD CUT, 20.6 FEET SW OF A BLAZED 9-INCH MAPLE TREE, 7.0 FEET E
 PK0292'OF A BLAZED 6-INCH MAPLE TREE, 2.9 FEET N OF A
 PK0292'BLAZED 2-INCH MAPLE TREE, BEARS S 83 DEG W, 129 FEET FROM THE
 PK0292'STATION.
 PK0292'
 PK0292'REFERENCE MONUMENT 2 IS 73.6 FEET S OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, 11 FEET S OF THE EDGE BANK
 PK0292'AT A ROAD CUT, 15.0 FEET E OF A BLAZED 6-INCH OAK TREE, 15.1 FEET N
 PK0292'OF A BLAZED 9-INCH OAK TREE, 16.5 FEET W OF A
 PK0292'BLAZED 4-INCH OAK TREE, BEARS S 7 DEG W, 146 FEET FROM THE STATION.
 PK0292'
 PK0292'REFERENCE MONUMENT 3 IS 107 FEET N OF THE EDGE BANK AT A ROAD CUT,
 PK0292'16.8 FEET E OF A BLAZED 7-INCH POPLAR TREE,
 PK0292'11.4 FEET NW OF A BLAZED 6-INCH MAPLE TREE, 4.6 FEET SE OF A BLAZED
 PK0292'4-INCH MAPLE TREE, BEARS N 10 DEG W, 100.2 FEET
 PK0292'FROM THE STATION.
 PK0292'
 PK0292'TO REACH FROM THE INTERSECTION OF U.S. ROUTE 23 AND GREENBUSH INN
 PK0292'ROAD IN GREENBUSH, PROCEED N FOR 0.35 MILE ON
 PK0292'U.S. ROUTE 23 TO GLENNIE-MIKADO ROAD, THENCE LEFT FOR 1.4 MILES TO A
 PK0292'CUT THROUGH A HIGH BANK, AND THENCE N TO THE TOP
 PK0292'OF THE CUT AND THE STATION.
 PK0292
 PK0292                          STATION RECOVERY (1955)
 PK0292
 PK0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PK0292'IN NW 1/4 SECTION 4, T 25 N, R 9 E ADD--AT TOP OF A 20-FOOT ROAD CUT.
 PK0292
 PK0292                          STATION RECOVERY (1961)
 PK0292
 PK0292'RECOVERY NOTE BY US AIR FORCE 1961 (RED)
 PK0292'THE DESCRIPTION SUPPLIED BY USC AND GS IS ADEQUATE TO FIND MARKER.
 PK0292'THE MARKER LIES ATOP THE NORTH SIDE OF A
 PK0292'ROADWAY CUT.
 PK0292
 PK0292                          STATION RECOVERY (1980)
 PK0292
 PK0292'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0292'THE STATION MARK AND REFERENCE MARK 1, 2 AND 3 WERE RECOVERED IN GOOD
 PK0292'CONDITION.  THE PREVIOUS STATION DESCRIPTION IS ADEQUATE.
 PK0292
 PK0292                          STATION RECOVERY (1996)
 PK0292
 PK0292'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0742 ***********************************************************************
 RL0742  DESIGNATION -  GREENLAND
 RL0742  PID         -  RL0742
 RL0742  STATE/COUNTY-  MI/ONTONAGON
 RL0742  COUNTRY     -  US
 RL0742  USGS QUAD   -  GREENLAND (2017)
 RL0742
 RL0742                         *CURRENT SURVEY CONTROL
 RL0742  ______________________________________________________________________
 RL0742* NAD 83(1994) POSITION- 46 47 31.17698(N) 089 05 26.86718(W)   ADJUSTED
 RL0742* NAVD 88 ORTHO HEIGHT -   435.133 (meters)     1427.60  (feet) ADJUSTED
 RL0742  ______________________________________________________________________
 RL0742  GEOID HEIGHT    -        -31.968 (meters)                     GEOID18
 RL0742  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 RL0742  DYNAMIC HEIGHT  -        435.182 (meters)     1427.76  (feet) COMP
 RL0742  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 RL0742
 RL0742  HORZ ORDER      -  FIRST
 RL0742  VERT ORDER      -  SECOND    CLASS 0
 RL0742
 RL0742.The horizontal coordinates were established by classical geodetic methods
 RL0742.and adjusted by the National Geodetic Survey in February 1997.
 RL0742
 RL0742.The orthometric height was determined by differential leveling and
 RL0742.adjusted by the NATIONAL GEODETIC SURVEY
 RL0742.in June 1991.
 RL0742
 RL0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0742.GEOID18 height accuracy estimate available here.
 RL0742
 RL0742.Click photographs - Photos may exist for this station.
 RL0742
 RL0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0742
 RL0742.The dynamic height is computed by dividing the NAVD 88
 RL0742.geopotential number by the normal gravity value computed on the
 RL0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0742.degrees latitude (g = 980.6199 gals.).
 RL0742
 RL0742.The modeled gravity was interpolated from observed gravity values.
 RL0742
 RL0742. The following values were computed from the NAD 83(1994) position.
 RL0742
 RL0742;                    North         East     Units Scale Factor Converg.
 RL0742;SPC MI N     -   225,359.836 7,840,394.083   MT  0.99994193   -1 30 40.3
 RL0742;SPC MI N     -   739,369.54 25,723,077.70   iFT  0.99994193   -1 30 40.3
 RL0742;UTM  16      - 5,184,172.046   340,432.328   MT  0.99991296   -1 31 27.3
 RL0742
 RL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0742!SPC MI N     -   0.99993681  x   0.99994193  =   0.99987874
 RL0742!UTM  16      -   0.99993681  x   0.99991296  =   0.99984977
 RL0742
 RL0742:                Primary Azimuth Mark                     Grid Az
 RL0742:SPC MI N     -  ELM                                      053 57 15.8
 RL0742:UTM  16      -  ELM                                      053 58 02.8
 RL0742
 RL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4043284172(NAD 83)
 RL0742
 RL0742|---------------------------------------------------------------------|
 RL0742| PID    Reference Object                     Distance      Geod. Az  |
 RL0742|                                                           dddmmss.s |
 RL0742| RL0744 GREENLAND RM 1                       25.652 METERS 00414     |
 RL0742| RL1595 ELM                                 APPROX.24.2 KM 0522635.5 |
 RL0742| RL1585 COVINGTON LOOKOUT TOWER             APPROX.50.1 KM 1215715.3 |
 RL0742| RL1582 TROUT CREEK LOOKOUT TOWER           APPROX.39.9 KM 1685706.5 |
 RL0742| RL1597 MASS C AND H MINING E SHFT STK      APPROX. 3.6 KM 1991757.3 |
 RL0742| RL0745 GREENLAND RM 2                       27.322 METERS 29307     |
 RL0742| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX.19.9 KM 2954420.8 |
 RL0742| RL1602 ONTONAGON MUNICIPAL TANK            APPROX.18.8 KM 2961921.3 |
 RL0742| RL0743 GREENLAND                            11.168 METERS 33124     |
 RL0742|---------------------------------------------------------------------|
 RL0742
 RL0742                          SUPERSEDED SURVEY CONTROL
 RL0742
 RL0742  NAD 83(1986)-  46 47 31.17597(N)    089 05 26.85474(W) AD(       ) 1
 RL0742  NAD 27      -  46 47 31.40000(N)    089 05 26.35800(W) AD(       ) 1
 RL0742  NGVD 29 (??/??/92)  435.15   (m)         1427.7    (f) COMPUTED    2 0
 RL0742  NGVD 29             435.15   (m)         1427.7    (f) LEVELING    3  
 RL0742
 RL0742.Superseded values are not recommended for survey control.
 RL0742
 RL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0742.See file dsdata.pdf to determine how the superseded data were derived.
 RL0742
 RL0742_MARKER: DS = TRIANGULATION STATION DISK
 RL0742_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RL0742_SP_SET: UNSPECIFIED ROCK
 RL0742_STAMPING: GREENLAND 1939
 RL0742_MARK LOGO: CGS
 RL0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0742
 RL0742  HISTORY     - Date     Condition        Report By
 RL0742  HISTORY     - 1939     MONUMENTED       CGS
 RL0742  HISTORY     - 1948     GOOD             CGS
 RL0742  HISTORY     - 1977     GOOD             NGS
 RL0742
 RL0742                          STATION DESCRIPTION
 RL0742
 RL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0742'ONE MILE NORTH AND 0.5 MILE EAST OF GREENLAND, IN THE NORTHEAST
 RL0742'QUARTER OF SEC. 26, T. 51 N., R. 38 W., AT A MICHIGAN CONSERVATION
 RL0742'DEPARTMENT LOOKOUT TOWER, 22.3 FEET SOUTHEAST OF THE SOUTHEAST
 RL0742'LEG AND 36.0 FEET EAST-SOUTHEAST OF THE SOUTHWEST LEG OF THE
 RL0742'LOOKOUT TOWER, 24 INCHES BELOW THE SURFACE OF THE GROUND, AND
 RL0742'IS STAMPED GREENLAND 1939.
 RL0742'
 RL0742'TO REACH FROM THE STREET INTERSECTION AT THE SOUTHWEST CORNER
 RL0742'OF THE SCHOOLHOUSE IN GREENLAND, GO NORTH FOR 0.25 MILE TO
 RL0742'WHERE THE ROAD TURNS EAST, TURN RIGHT (EAST) AND GO 0.05 MILE
 RL0742'TO A GATE IN THE NORTH FENCE LINE, TURN NORTH THROUGH THE
 RL0742'GATE AND FOLLOW A FARM ROAD FOR 0.15 MILE TO A GATE, GO THROUGH
 RL0742'GATE AND FOLLOW A ROAD UP HILL THROUGH THE WOODS FOR 0.25 MILE
 RL0742'TO A GATE, GO THROUGH THE GATE AND FOLLOW A DIM ROAD EAST
 RL0742'ACROSS A HAY FIELD FOR 0.25 MILE TO A GATE IN THE NORTH-SOUTH
 RL0742'FENCE, GO THROUGH GATE AND FOLLOW A WOODS-ROAD UP THE HILL
 RL0742'FOR 0.1 MILE TO THE LOOKOUT TOWER AND STATION.
 RL0742'
 RL0742'THE UNDERGROUND MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 RL0742'DISKS IN BEDROCK.
 RL0742'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD BRONZE
 RL0742'DISKS SET IN CONCRETE.  THERE IS NO
 RL0742'SURFACE MARK.
 RL0742'
 RL0742'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE NORTH
 RL0742'EDGE OF THE HILL, 43.5 FEET NORTH OF THE NORTHEAST LEG OF THE
 RL0742'LOOKOUT TOWER, AND 54.0 FEET NORTHEAST OF THE NORTHWEST LEG
 RL0742'OF THE LOOKOUT TOWER, FLUSH WITH THE GROUND AND STAMPED GREENLAND
 RL0742'NO 1 1939.
 RL0742'
 RL0742'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND 14.6 FEET WEST
 RL0742'OF THE SOUTHWEST CORNER OF A SMALL CABIN, STAMPED GREENLAND NO
 RL0742'2 1939 AND PROJECTS 1 INCH ABOVE THE GROUND.
 RL0742'
 RL0742'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, AT THE NORTHEAST
 RL0742'CORNER OF A BARNYARD, 1 BLOCK EAST OF THE SCHOOLHOUSE, 60 FEET
 RL0742'SOUTHWEST OF THE STREET INTERSECTION, AND 24 FEET SOUTH OF
 RL0742'THE FENCE CORNER.  IT IS STAMPED GREENLAND 1939 AND PROJECTS
 RL0742'4 INCHES ABOVE THE GROUND.
 RL0742'
 RL0742'GREENLAND 1938 (U.S.G.S.) IS NORTHWEST OF THE STATION, AT THE
 RL0742'CENTER OF THE BASE OF THE MICHIGAN CONSERVATION DEPARTMENT
 RL0742'LOOKOUT TOWER GREENLAND.
 RL0742'
 RL0742'A 103-FOOT TOWER AT KENTON, A 103-FOOT TOWER AT PAULDING,
 RL0742'AND A 4-FOOT STAND AT ROCKLAND (U.S.G.S.) ARE VISIBLE FROM THE
 RL0742'GROUND AT THIS STATION.  A 103-FOOT TOWER IS NEEDED TO SEE A
 RL0742'103-FOOT TOWER AT BARAGA.  A 90-FOOT TOWER IS NEEDED TO SEE
 RL0742'A 64-FOOT TOWER AT ELM, A 4-FOOT STAND AT SILVER, AND A 77-FOOT
 RL0742'TOWER AT NORWICH.  A 103-FOOT TOWER AT FROST WILL BE VISIBLE
 RL0742'FROM THE GROUND WITH SOME CLEARING.
 RL0742'
 RL0742'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL0742
 RL0742                          STATION RECOVERY (1948)
 RL0742
 RL0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0742'1 MI N FROM GREENLAND.
 RL0742'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE,
 RL0742'THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 RL0742'0.25 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE NORTH,
 RL0742'THENCE FOLLOW A TRAIL NORTH AND NORTHEAST FOLLOWING A TELEPHONE
 RL0742'LINE FOR ABOUT 0.3 MILE TO THE TOP OF A HILL AND THE GREENLAND
 RL0742'LOOKOUT TOWER, 22 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF
 RL0742'THE TOWER, 36 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER,
 RL0742'3 1/2 FEET NORTH-NORTHEAST OF A SMALL APPLE TREE, 84 FEET SOUTH
 RL0742'OF R.M. NO. 1, 90 FEET EAST-SOUTHEAST OF R.M. NO. 2, 36 1/2 FEET
 RL0742'SOUTH-SOUTHEAST OF USGS GREENLAND, AND SET IN A ROCK ABOUT 2
 RL0742'FEET BELOW THE GROUND.
 RL0742
 RL0742                          STATION RECOVERY (1977)
 RL0742
 RL0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL0742'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION IT IS 9 PACES
 RL0742'NORTH OF ROAD ON THE LEFT SIDE OF TRACK ROAD.  REFERENCE MARK NUMBER
 RL0742'1 WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 17 PACES
 RL0742'NORTH-NORTHEAST OF TRACK ROAD.  REFERENCE MARK NUMBER 2 WAS
 RL0742'RECOVERED AND FOUND IN GOOD CONDITION, IT IS 20 PACES WEST OF A
 RL0742'CONCRETE BLOCK BUILDING.  STATION MARK IS ABOUT 1 FOOT BELOW
 RL0742'THE SURFACE OF THE GROUND.
 RL0742'
 RL0742'TO REACH FROM THE CROSS STREET ABOUT 1/2 BLOCK EAST OF U.S. POST
 RL0742'OFFICE IN GREENLAND, GO NORTH FOR 0.3 MILE TO THE JUNCTION OF STATE
 RL0742'HIGHWAY 38, CONTINUE NORTH AND EAST FOR 0.4 MILE TO A SIDE ROAD
 RL0742'RIGHT.  CONTINUE AHEAD ON TRACK ROAD FOR 0.2 MILE TO A FORK.  KEEP
 RL0742'RIGHT FORK AND GO 0.05 MILE TO A GATE.  PASS THROUGH GATE UP HILL
 RL0742'FOR 0.15 MILE TO STATION SITE.
 RL0742'
 RL0742'NOTE--THERE IS AN ANTENNA AND A CONCRETE BLOCK BUILDING NEAR THE
 RL0742'STATION SITE.
 RL0742'
 RL0742'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL0742'
 RL0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 RL0742'OF GREENLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0743 ***********************************************************************
 RL0743  DESIGNATION -  GREENLAND
 RL0743  PID         -  RL0743
 RL0743  STATE/COUNTY-  MI/ONTONAGON
 RL0743  COUNTRY     -  US
 RL0743  USGS QUAD   -  GREENLAND (2017)
 RL0743
 RL0743                         *CURRENT SURVEY CONTROL
 RL0743  ______________________________________________________________________
 RL0743* NAD 83(1994) POSITION- 46 47 31.49450(N) 089 05 27.11928(W)   ADJUSTED
 RL0743* NAVD 88 ORTHO HEIGHT -   435.506 (meters)     1428.82  (feet) ADJUSTED
 RL0743  ______________________________________________________________________
 RL0743  GEOID HEIGHT    -        -31.968 (meters)                     GEOID18
 RL0743  LAPLACE CORR    -         -9.01  (seconds)                    DEFLEC18
 RL0743  DYNAMIC HEIGHT  -        435.554 (meters)     1428.98  (feet) COMP
 RL0743  MODELED GRAVITY -    980,710.9   (mgal)                       NAVD 88
 RL0743
 RL0743  HORZ ORDER      -  SECOND
 RL0743  VERT ORDER      -  SECOND    CLASS 0
 RL0743
 RL0743.The horizontal coordinates were established by classical geodetic methods
 RL0743.and adjusted by the National Geodetic Survey in February 1997.
 RL0743
 RL0743.The orthometric height was determined by differential leveling and
 RL0743.adjusted by the NATIONAL GEODETIC SURVEY
 RL0743.in June 1991.
 RL0743
 RL0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0743.GEOID18 height accuracy estimate available here.
 RL0743
 RL0743.Click photographs - Photos may exist for this station.
 RL0743
 RL0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL0743
 RL0743.The dynamic height is computed by dividing the NAVD 88
 RL0743.geopotential number by the normal gravity value computed on the
 RL0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0743.degrees latitude (g = 980.6199 gals.).
 RL0743
 RL0743.The modeled gravity was interpolated from observed gravity values.
 RL0743
 RL0743. The following values were computed from the NAD 83(1994) position.
 RL0743
 RL0743;                    North         East     Units Scale Factor Converg.
 RL0743;SPC MI N     -   225,369.778 7,840,388.997   MT  0.99994195   -1 30 40.5
 RL0743;SPC MI N     -   739,402.16 25,723,061.01   iFT  0.99994195   -1 30 40.5
 RL0743;UTM  16      - 5,184,181.989   340,427.245   MT  0.99991298   -1 31 27.5
 RL0743
 RL0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0743!SPC MI N     -   0.99993675  x   0.99994195  =   0.99987870
 RL0743!UTM  16      -   0.99993675  x   0.99991298  =   0.99984973
 RL0743
 RL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4042784181(NAD 83)
 RL0743
 RL0743                          SUPERSEDED SURVEY CONTROL
 RL0743
 RL0743  NAD 83(1986)-  46 47 31.49349(N)    089 05 27.10684(W) AD(       ) 2
 RL0743  NAD 27      -  46 47 31.71800(N)    089 05 26.61000(W) AD(       ) 2
 RL0743  NGVD 29 (??/??/92)  435.52   (m)         1428.9    (f) COMPUTED    2 0
 RL0743
 RL0743.Superseded values are not recommended for survey control.
 RL0743
 RL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0743.See file dsdata.pdf to determine how the superseded data were derived.
 RL0743
 RL0743_MARKER: DB = BENCH MARK DISK
 RL0743_SETTING: 66 = SET IN ROCK OUTCROP
 RL0743_STAMPING: GREENLAND 1938
 RL0743_MARK LOGO: USGS
 RL0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0743+STABILITY: POSITION/ELEVATION WELL
 RL0743
 RL0743  HISTORY     - Date     Condition        Report By
 RL0743  HISTORY     - 1939     MONUMENTED       USGS
 RL0743  HISTORY     - 1948     GOOD             CGS
 RL0743
 RL0743                          STATION DESCRIPTION
 RL0743
 RL0743'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 RL0743'LOCATED 11.168 METERS (36.64 FEET) NORTHWEST OF TRIANGULATION
 RL0743'STATION GREENLAND, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RL0743'MARK DISK, STAMPED GREENLAND 1938 AND SET IN A DRILL HOLE IN
 RL0743'OUTCROPPING BEDROCK AT THE CENTER OF THE BASE OF THE MICHIGAN
 RL0743'CONSERVATION DEPARTMENT LOOKOUT TOWER GREENLAND, WHICH IS A
 RL0743'STEEL STRUCTURE 110 FEET HIGH WITH A GLASS-ENCLOSED OBSERVATION
 RL0743'PLATFORM ON THE TOP.
 RL0743
 RL0743                          STATION RECOVERY (1948)
 RL0743
 RL0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 RL0743'1 MI N FROM GREENLAND.
 RL0743'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0743'AT GREENLAND, THENCE ABOUT 0.35 MILE NORTH, ABOUT 0.25 MILE
 RL0743'EAST, ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS, THENCE ABOUT 0.3
 RL0743'MILE NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE
 RL0743'LINE TO THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, SET
 RL0743'DIRECTLY BENEATH THE LOOKOUT TOWER, 9 FEET EAST OF THE LADDER
 RL0743'TO TOWER AND SET IN A LARGE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0744 ***********************************************************************
 RL0744  DESIGNATION -  GREENLAND RM 1
 RL0744  PID         -  RL0744
 RL0744  STATE/COUNTY-  MI/ONTONAGON
 RL0744  COUNTRY     -  US
 RL0744  USGS QUAD   -  GREENLAND (2017)
 RL0744
 RL0744                         *CURRENT SURVEY CONTROL
 RL0744  ______________________________________________________________________
 RL0744* NAD 83(1986) POSITION- 46 47 32.01   (N) 089 05 26.78   (W)   HD_HELD1
 RL0744* NAVD 88 ORTHO HEIGHT -   435.033 (meters)     1427.27  (feet) ADJUSTED
 RL0744  ______________________________________________________________________
 RL0744  GEOID HEIGHT    -        -31.968 (meters)                     GEOID18
 RL0744  DYNAMIC HEIGHT  -        435.081 (meters)     1427.43  (feet) COMP
 RL0744  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 RL0744
 RL0744  VERT ORDER      -  SECOND    CLASS 0
 RL0744
 RL0744.The horizontal coordinates were determined by differentially corrected
 RL0744.hand held GPS observations or other comparable positioning techniques
 RL0744.and have an estimated accuracy of +/- 3 meters.
 RL0744
 RL0744.The orthometric height was determined by differential leveling and
 RL0744.adjusted by the NATIONAL GEODETIC SURVEY
 RL0744.in June 1991.
 RL0744
 RL0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0744.GEOID18 height accuracy estimate available here.
 RL0744
 RL0744.Click photographs - Photos may exist for this station.
 RL0744
 RL0744.The dynamic height is computed by dividing the NAVD 88
 RL0744.geopotential number by the normal gravity value computed on the
 RL0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0744.degrees latitude (g = 980.6199 gals.).
 RL0744
 RL0744.The modeled gravity was interpolated from observed gravity values.
 RL0744
 RL0744;                    North         East    Units  Estimated Accuracy
 RL0744;SPC MI N     -   225,385.5   7,840,396.6     MT  (+/- 3 meters HH1 GPS) 
 RL0744
 RL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4043484197(NAD 83)
 RL0744
 RL0744                          SUPERSEDED SURVEY CONTROL
 RL0744
 RL0744  NGVD 29 (??/??/92)  435.047  (m)         1427.32   (f) ADJ UNCH    2 0
 RL0744
 RL0744.Superseded values are not recommended for survey control.
 RL0744
 RL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0744.See file dsdata.pdf to determine how the superseded data were derived.
 RL0744
 RL0744_MARKER: DR = REFERENCE MARK DISK
 RL0744_SETTING: 66 = SET IN ROCK OUTCROP
 RL0744_STAMPING: GREENLAND NO 1 1939
 RL0744_MARK LOGO: CGS
 RL0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0744+STABILITY: POSITION/ELEVATION WELL
 RL0744
 RL0744  HISTORY     - Date     Condition        Report By
 RL0744  HISTORY     - 1939     MONUMENTED       CGS
 RL0744  HISTORY     - 1948     GOOD             CGS
 RL0744
 RL0744                          STATION DESCRIPTION
 RL0744
 RL0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0744'1 MI N FROM GREENLAND.
 RL0744'ABOUT 1. BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0744'AT GREENLAND THENCE ABOUT 0.35 MILE NORTH AND 0.25 MILE EAST
 RL0744'AND ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS THENCE ABOUT 0.3
 RL0744'MILE NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE
 RL0744'LINE TO THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, SET
 RL0744'IN A FLAT ROCK OUTCROP, 84 FEET NORTH OF THE STATION MARK, 43
 RL0744'FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE TOWER, 27 FEET
 RL0744'WEST-NORTHWEST OF A SCRUB ELM TREE, AND ABOUT FLUSH WITH THE
 RL0744'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0745 ***********************************************************************
 RL0745  DESIGNATION -  GREENLAND RM 2
 RL0745  PID         -  RL0745
 RL0745  STATE/COUNTY-  MI/ONTONAGON
 RL0745  COUNTRY     -  US
 RL0745  USGS QUAD   -  GREENLAND (2017)
 RL0745
 RL0745                         *CURRENT SURVEY CONTROL
 RL0745  ______________________________________________________________________
 RL0745* NAD 83(1986) POSITION- 46 47 31.52   (N) 089 05 28.05   (W)   HD_HELD1
 RL0745* NAVD 88 ORTHO HEIGHT -   434.789 (meters)     1426.47  (feet) ADJUSTED
 RL0745  ______________________________________________________________________
 RL0745  GEOID HEIGHT    -        -31.967 (meters)                     GEOID18
 RL0745  DYNAMIC HEIGHT  -        434.838 (meters)     1426.63  (feet) COMP
 RL0745  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 RL0745
 RL0745  VERT ORDER      -  SECOND    CLASS 0
 RL0745
 RL0745.The horizontal coordinates were determined by differentially corrected
 RL0745.hand held GPS observations or other comparable positioning techniques
 RL0745.and have an estimated accuracy of +/- 3 meters.
 RL0745
 RL0745.The orthometric height was determined by differential leveling and
 RL0745.adjusted by the NATIONAL GEODETIC SURVEY
 RL0745.in June 1991.
 RL0745
 RL0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0745.GEOID18 height accuracy estimate available here.
 RL0745
 RL0745.Click photographs - Photos may exist for this station.
 RL0745
 RL0745.The dynamic height is computed by dividing the NAVD 88
 RL0745.geopotential number by the normal gravity value computed on the
 RL0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0745.degrees latitude (g = 980.6199 gals.).
 RL0745
 RL0745.The modeled gravity was interpolated from observed gravity values.
 RL0745
 RL0745;                    North         East    Units  Estimated Accuracy
 RL0745;SPC MI N     -   225,371.1   7,840,369.3     MT  (+/- 3 meters HH1 GPS) 
 RL0745
 RL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4040784183(NAD 83)
 RL0745
 RL0745                          SUPERSEDED SURVEY CONTROL
 RL0745
 RL0745  NGVD 29 (??/??/92)  434.804  (m)         1426.52   (f) ADJ UNCH    2 0
 RL0745
 RL0745.Superseded values are not recommended for survey control.
 RL0745
 RL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0745.See file dsdata.pdf to determine how the superseded data were derived.
 RL0745
 RL0745_MARKER: DR = REFERENCE MARK DISK
 RL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0745_STAMPING: GREENLAND NO 2 1939
 RL0745_MARK LOGO: CGS
 RL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0745+STABILITY: SURFACE MOTION
 RL0745
 RL0745  HISTORY     - Date     Condition        Report By
 RL0745  HISTORY     - 1939     MONUMENTED       CGS
 RL0745  HISTORY     - 1948     GOOD             CGS
 RL0745
 RL0745                          STATION DESCRIPTION
 RL0745
 RL0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0745'1 MI N FROM GREENLAND.
 RL0745'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0745'AT GREENLAND, THENCE ABOUT 0.35 MILE NORTH AND 0.25 MILE EAST
 RL0745'AND ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS THENCE ABOUT 0.3 MILE
 RL0745'NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE LINE TO
 RL0745'THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, 90 FEET
 RL0745'WEST-NORTHWEST OF THE STATION MARK, 55 FEET WEST-SOUTHWEST OF
 RL0745'THE NORTHWEST LEG OF THE TOWER, 38 FEET NORTH OF THE CENTER
 RL0745'OF A TRAIL TO TOWER, 6 FEET NORTH OF A DIM TRAIL, AND SET IN
 RL0745'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0454 ***********************************************************************
 PL0454  DESIGNATION -  GREER
 PL0454  PID         -  PL0454
 PL0454  STATE/COUNTY-  MI/GLADWIN
 PL0454  COUNTRY     -  US
 PL0454  USGS QUAD   -  WAGARVILLE (2017)
 PL0454
 PL0454                         *CURRENT SURVEY CONTROL
 PL0454  ______________________________________________________________________
 PL0454* NAD 83(1994) POSITION- 44 01 00.70486(N) 084 29 04.87138(W)   ADJUSTED
 PL0454* NAVD 88 ORTHO HEIGHT -   276.33  (+/-2cm)      906.6   (feet) VERTCON3
 PL0454  ______________________________________________________________________
 PL0454  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 PL0454  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 PL0454  HORZ ORDER      -  FIRST
 PL0454  VERT ORDER      -  THIRD ? (See Below)
 PL0454
 PL0454.The horizontal coordinates were established by classical geodetic methods
 PL0454.and adjusted by the National Geodetic Survey in February 1997.
 PL0454
 PL0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0454
 PL0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0454.GEOID18 height accuracy estimate available here.
 PL0454
 PL0454.The vertical order pertains to the NGVD 29 superseded value.
 PL0454
 PL0454.Click photographs - Photos may exist for this station.
 PL0454
 PL0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0454
 PL0454. The following values were computed from the NAD 83(1994) position.
 PL0454
 PL0454;                    North         East     Units Scale Factor Converg.
 PL0454;SPC MI C     -    77,815.442 5,990,536.363   MT  1.00004231   -0 05 00.1
 PL0454;SPC MI C     -   255,300.01 19,653,990.69   iFT  1.00004231   -0 05 00.1
 PL0454;UTM  16      - 4,876,821.775   701,608.220   MT  1.00009993   +1 44 54.3
 PL0454
 PL0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0454!SPC MI C     -   0.99996207  x   1.00004231  =   1.00000437
 PL0454!UTM  16      -   0.99996207  x   1.00009993  =   1.00006199
 PL0454
 PL0454:                Primary Azimuth Mark                     Grid Az
 PL0454:SPC MI C     -  GREER AZ MK 2                            005 14 42.2
 PL0454:UTM  16      -  GREER AZ MK 2                            003 24 47.8
 PL0454
 PL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0160876821(NAD 83)
 PL0454
 PL0454|---------------------------------------------------------------------|
 PL0454| PID    Reference Object                     Distance      Geod. Az  |
 PL0454|                                                           dddmmss.s |
 PL0454| PL0455 GREER AZ MK 2                       APPROX. 1.6 KM 0050942.1 |
 PL0454| CH1207 GREER RM 3                           18.086 METERS 06639     |
 PL0454| CH1204 GREER AZ MK                                        1954408.1 |
 PL0454| CH1205 GREER RM 1                                         20522     |
 PL0454| CH1206 GREER RM 2                           18.918 METERS 29921     |
 PL0454|---------------------------------------------------------------------|
 PL0454
 PL0454                          SUPERSEDED SURVEY CONTROL
 PL0454
 PL0454  NAD 83(1986)-  44 01 00.70067(N)    084 29 04.88273(W) AD(       ) 1
 PL0454  NAD 27      -  44 01 00.62619(N)    084 29 04.83717(W) AD(       ) 1
 PL0454  NGVD 29             276.48   (m)          907.1    (f) LEVELING    3  
 PL0454
 PL0454.Superseded values are not recommended for survey control.
 PL0454
 PL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0454.See file dsdata.pdf to determine how the superseded data were derived.
 PL0454
 PL0454_MARKER: DS = TRIANGULATION STATION DISK
 PL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0454_STAMPING: GREER 1932
 PL0454_MARK LOGO: CGS
 PL0454_PROJECTION: FLUSH
 PL0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0454+STABILITY: SURFACE MOTION
 PL0454
 PL0454  HISTORY     - Date     Condition        Report By
 PL0454  HISTORY     - 1932     MONUMENTED       CGS
 PL0454  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PL0454  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PL0454  HISTORY     - 1980     GOOD             MIDH
 PL0454  HISTORY     - 1981     GOOD             NGS
 PL0454  HISTORY     - 19981202 GOOD             USPSQD
 PL0454
 PL0454                          STATION DESCRIPTION
 PL0454
 PL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0454'ABOUT 2.5 MILES NORTH OF INTERSECTION OF ROUTES M-18 AND M-61 IN MAIN
 PL0454'PART OF GLADWIN, ON HIGHEST PART OF RIDGE, ON PROPERTY OWNED BY HAZEN
 PL0454'S. GREER, 16.1 METERS (53 FEET) NORTHEAST OF SOUTHEAST CORNER OF STONE
 PL0454'AND CONCRETE FOUNDATION UNDER LARGE BARN WITH SILO IN CONNECTION, 17.4
 PL0454'METERS (57 FEET) SOUTHEAST OF NORTHEAST CORNER OF BARN, AND 9.7 METERS
 PL0454'(32 FEET) DUE EAST OF CONCRETE FOUNDATION UNDER SILO.
 PL0454'
 PL0454'TO REACH FROM JUNCTION OF ROUTES M-18 AND M-61 AT GLADWIN, GO NORTH
 PL0454'2.5 MILES ON ROUTE M-18 TO FOUR-CORNER INTERSECTION WHICH IS 1/4 MILE
 PL0454'NORTH OF FARMHOUSE WITH LARGE STONE FENCE AROUND IT, TURN RIGHT
 PL0454'(EAST), GO ABOUT 75 METERS (246 FEET) TO WOODEN GATE ON NORTH SIDE OF
 PL0454'ROAD, AND PROCEED NORTH 86.7 METERS (284 FEET) FROM CENTER LINE OF
 PL0454'ROAD TO STATION SITE.  (THE ROAD INTERSECTION ABOVE CAN BE IDENTIFIED
 PL0454'BY THE FACT THAT 1/4 MILE SOUTH THERE IS WELL-BUILT-UP FARM, THE
 PL0454'FARMHOUSE HAVING A LARGE STONE FENCE AROUND IT.)
 PL0454'
 PL0454'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0454'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE
 PL0454'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0454'
 PL0454'NO. 1 PROJETS 8 INCHES, IS 0.2 METER (1 FOOT) EAST OF FENCE LINE, 4
 PL0454'METERS (13 FEET) WEST OF A DRIVEWAY, 43.5 METERS (143 FEET) NORTH OF
 PL0454'CENTER LINE OF EAST-AND-WEST ROAD, AND 43.18 METERS (141.7 FEET)
 PL0454'(SLOPE) FROM STATION IN AZIMUTH 25 DEG 22 MIN.
 PL0454'
 PL0454'NO. 2 PROJECTS 8 INCHES, IS 1.8 METERS (6 FEET) NORTHWEST OF NORTHEAST
 PL0454'CORNER OF STONE FOUNDATION UNDER BARN, ABOUT 100 METERS (328 FEET)
 PL0454'EAST OF CENTER-LINE OF ROUTE M-18, AND 18.94 METERS (62.1 FEET FROM
 PL0454'STATION IN AZIMUTH 119 DEG 21 MIN.
 PL0454'
 PL0454'AZIMUTH MARK PROJECTS 4 INCHES, IS 8 METERS (26 FEET WEST OF CENTER
 PL0454'LINE OF ROUTE M-18, ABOUT 30 METERS (98 FEET) SOUTH OF CONCRETE
 PL0454'CULVERT, 0.2 METER (1 FOOT) EAST OF PROPERTY LINE, AND 0.35 MILE FROM
 PL0454'STATION IN AZIMUTH 15 DEG 44 MIN 10 SEC.  AZIMUTH FROM STATION TO
 PL0454'WHITE STEEPLE ON OPEN BELFRY ON RED ROOF OF CHURCH OR SCHOOL, DISTANT
 PL0454'ABOUT 1 MILE, IS 223 DEG 58 MIN 29 SEC.
 PL0454
 PL0454                          STATION RECOVERY (1968)
 PL0454
 PL0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 PL0454'STATION AND REFERENCE MARKS ARE O.K.  AZIMUTH MARK WAS NOT FOUND.
 PL0454'DISTANCE AND DIRECTION TO REFERENCE MARKS COULD NOT BE OBTAINED
 PL0454'BECAUSE OF BUILDING AND AGRICULTURAL OBSTRUCTIONS.  OWNER STATES THAT
 PL0454'ALL MARKS ARE NOW AS ORIGINALLY SET.  THE OLD DESCRIPTION IS ADEQUATE,
 PL0454'NOTE THE FOLLOWING CHANGES-
 PL0454'
 PL0454'OLD BARN HAS BEEN REBUILT, THE FOUNDATION STILL REMAINS INTACT.
 PL0454'
 PL0454'FOUR CORNER INTERSECTION IS M-18 AND RIDGE ROAD.
 PL0454'
 PL0454'A CHICKEN HOUSE HAS BEEN BUILT SOUTH OF THE STATION.  ROOF EAVES
 PL0454'OVERHANG THE STATION MARK.
 PL0454'
 PL0454'QUOTE PRIMARY REFERENCE-ABOUT 2.5 MILES NORTH OF GLADWIN.
 PL0454
 PL0454                          STATION RECOVERY (1969)
 PL0454
 PL0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PL0454'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 PL0454'MARK WAS REPORTED AS NOT FOUND BY THE USGS BUT WAS FOUND AFTER A LONG
 PL0454'SEARCH WAS MADE.  THE STATION MARK IS NOW 6 INCHES NORTH OF THE NORTH
 PL0454'EDGE OF A SMALL SHED AND COULD NOT BE OCCUPIED.  REFERENCE MARK 1 IS
 PL0454'OBSTRUCTED TO THE STATION BY THE SHED.  REFERENCE MARK 2 IS OBSTRUCTED
 PL0454'BY A LARGE STACK OF HAY.  THE AZIMUTH MARK IS PARTIALLY OBSTRUCTED BY
 PL0454'A TREE.  A NEW DESCRIPTION FOLLOWS.
 PL0454'
 PL0454'THE STATION IS ABOUT 300 FEET NORTH OF THE CENTERLINE OF RIDGE ROAD,
 PL0454'26 FEET EAST OF THE CENTERLINE OF FARM DRIVE, 27 FEET SOUTHEAST OF A
 PL0454'FENCE CORNER, 4 FEET EAST OF THE NORTHWEST CORNER OF THE SHED AND 6
 PL0454'INCHES NORTH OF THE NORTH SIDE OF THE SHED.  THE MONUMENT IS FLUSH AND
 PL0454'THE DISK IS STAMPED GREER 1932.  (NOTE 1A 7A)
 PL0454'
 PL0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 61 IN
 PL0454'GLADWIN, GO NORTH ON HIGHWAY 18 FOR 2.15 MILE TO THE AZIMUTH MARK ON
 PL0454'THE LEFT. CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MILE TO A CROSSROAD.
 PL0454'TURN RIGHT ON RIDGE ROAD AND GO EAST FOR ABOUT 300 FEET TO A FARM
 PL0454'DRIVE ON THE LEFT AND THE STATION AS DESCRIBED.
 PL0454'
 PL0454'REFERENCE MARK 1 IS 156 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10
 PL0454'FEET WEST OF THE CENTERLINE OF THE DRIVE AND 49 FEET NORTHEAST OF THE
 PL0454'NORTHEAST CORNER OF A CONCRETE BLOCK BARN.  THE MONUMENT PROJECTS 4
 PL0454'INCHES AND THE DISK IS STAMPED GREER NO 1 1932.
 PL0454'
 PL0454'REFERENCE MARK 2 IS 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN OLD
 PL0454'STONE BARN FOUNDATION, 7 FEET WEST OF A FENCE AND 22 FEET WEST OF THE
 PL0454'CENTERLINE OF THE DRIVE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 PL0454'IS STAMPED GREER NO 2 1932.  (NOTE 11A)
 PL0454'
 PL0454'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 62
 PL0454'FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST, 1
 PL0454'FOOT EAST OF A FENCE AND 184 FEET SOUTH OF A CONCRETE CULVERT.  THE
 PL0454'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GREER 1932 AZIMUTH.
 PL0454'(NOTE 11B)
 PL0454'
 PL0454'NOTE-THE STATION IS ON THE PROPERTY OF MR. JOHN GREER.
 PL0454'
 PL0454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-2-1/2 MILES NORTH OF
 PL0454'GLADWIN.
 PL0454
 PL0454                          STATION RECOVERY (1980)
 PL0454
 PL0454'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 PL0454'THE STATION WAS FOUND IN GOOD CONDITION.
 PL0454'
 PL0454'FOUND REFERENCE MARK 2 IN GOOD CONDITION.  FOUND DEPRESSION IN GROUND
 PL0454'AT LOCATION OF REFERENCE MARK 1 WITH NO TRACE OF MARK.
 PL0454'
 PL0454'FOUND AZIMUTH MARK LEANING TO EAST AT 45 DEGREE ANGLE WITH NO DISK.
 PL0454
 PL0454                          STATION RECOVERY (1981)
 PL0454
 PL0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0454'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 PL0454'HAS BEEN DESTROYED AND A NEW AZIMUTH MARK 2 WAS ESTABLISHED.
 PL0454'REFERENCE MARK 1 WAS REMOVED AT THE PROPERTY OWNERS REQUEST AND A NEW
 PL0454'REFERENCE MARK 3 AND REFERENCE MARK 4 WAS ESTABLISHED.  THE DISTANCE
 PL0454'TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER THAN THE 1932 DATA BY
 PL0454'H.C.W. BY 0.02 METERS.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 PL0454'
 PL0454'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST FROM THE CLARE COUNTY
 PL0454'LINE, 4 KM (2-1/2 MI) NORTH OF GLADWIN, 1.6 KM (1 MI) SOUTHWEST OF THE
 PL0454'SMALL COMMUNITY OF WAGARVILLE AND IN THE SW 1/4, S 19, T 19 N, R 1 W,
 PL0454'OF GLADWIN TOWNSHIP.  OWNERSHIP--JOHN L. GREER, 2950 RIDGE ROAD,
 PL0454'GLADWIN MI 48624, TELEPHONE NUMBER (517)  426-5994.
 PL0454'
 PL0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M 18 AND M 61
 PL0454'IN DOWNTOWN GLADWIN, GO NORTHERLY ON STATE HIGHWAY M 18 FOR 3.9 KM
 PL0454'(2.45 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO EAST ON RIDGE ROAD
 PL0454'FOR 0.1 KM (0.05 MI) TO A FARM DRIVE ON THE LEFT. TURN LEFT AND GO
 PL0454'NORTH ON THE FARM DRIVE FOR 0.1 KM (0.05 MI), PASSING BETWEEN THE
 PL0454'BARNS AND THE HOUSE, TO THE STATION ON THE RIGHT.
 PL0454'
 PL0454'THE STATION IS A STANDARD CGS DISK STAMPED---GREER 1932---, SET INTO
 PL0454'THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE FLUSH WITH
 PL0454'GROUND.  IT IS LOCATED 14.17 METERS (46.5 FT) NORTHWEST FROM THE
 PL0454'NORTHWEST CORNER OF A NEW HOUSE, 7.62 METERS (25.0 FT) EAST FROM THE
 PL0454'CENTER OF THE FARM DRIVE AND 2.38 METERS (7.8 FT) SOUTHEAST FROM A
 PL0454'METAL TANK.  THE UNDERGROUND MARK IS AS DESCRIBED IN THE 1932 DATA BY
 PL0454'H.C.W.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK STAMPED
 PL0454'---GREER NO 2 1932---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PL0454'27 CM ON A SIDE PROJECTING 18 CM ABOVE THE GROUND.  IT IS LOCATED 8.95
 PL0454'METERS (29.35 FT) WEST FROM THE CENTER OF A FARM ROAD AND 1.71 METERS
 PL0454'(5.6 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A ROCK FENCE.  THIS
 PL0454'MARK IS NOT VISIBLE FROM THE GROUND.  A METAL TANK, USED IN STORING
 PL0454'GRAIN, IS ON THE LINE-OF-SIGHT.  MARK IS BELOW STATION 0.06 METERS.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK STAMPED
 PL0454'---GREER 1932 NO 3 1981---, SET INTO THE TOP OF A ROUND CONCRETE
 PL0454'MONUMENT 30 CM IN DIAMETER RECESSED 14 CM BELOW THE GROUND.  IT IS
 PL0454'LOCATED 21.21 METERS (69.6 FT) NORTH-NORTHEAST FROM THE NORTHWEST
 PL0454'CORNER OF A NEW HOUSE, 17.01 METERS (55.8 FT) EAST FROM THE EAST SIDE
 PL0454'OF A METAL TANK AND 0.30 METERS (1.0 FT) SOUTH FROM A FENCE LINE.
 PL0454'MARK IS BELOW STATION 0.60 METERS.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK STAMPED
 PL0454'---GREER 1932 NO 4 1981---, SET INTO THE TOP OF A ROUND CONCRETE
 PL0454'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 7.89
 PL0454'METERS (25.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A NEW HOUSE,
 PL0454'3.14 METERS (10.3 FT) NORTH FROM A UTILITY POLE AND 0.58 METERS
 PL0454'(1.9 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A SMALL WOODEN SHED.
 PL0454'MARK IS BELOW STATION 0.60 METERS.
 PL0454'
 PL0454'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PL0454'---GREER NO 2 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PL0454'30 CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0454'8.78 METERS (28.8 FT) NORTH FROM THE CENTER OF A PAVED ROAD AND 0.71
 PL0454'METERS (2.3 FT) SOUTH FROM A METAL WITNESS POST AND FENCE LINE.
 PL0454'
 PL0454'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 10.7 METERS.
 PL0454'
 PL0454'NO DIRECTION TO REFERENCE MARK 4 WAS TURNED AT THIS TIME.
 PL0454
 PL0454                          STATION RECOVERY (1998)
 PL0454
 PL0454'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PL0455 ***********************************************************************
 PL0455  DESIGNATION -  GREER AZ MK 2
 PL0455  PID         -  PL0455
 PL0455  STATE/COUNTY-  MI/GLADWIN
 PL0455  COUNTRY     -  US
 PL0455  USGS QUAD   -  WAGARVILLE (2017)
 PL0455
 PL0455                         *CURRENT SURVEY CONTROL
 PL0455  ______________________________________________________________________
 PL0455* NAD 83(1994) POSITION- 44 01 51.02111(N) 084 28 58.57145(W)   NO CHECK
 PL0455* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) VERTCON3
 PL0455  ______________________________________________________________________
 PL0455  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 PL0455  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 PL0455  HORZ ORDER      -  SECOND
 PL0455
 PL0455.The horizontal coordinates were established by classical geodetic methods
 PL0455.and adjusted by the National Geodetic Survey in February 1997.
 PL0455
 PL0455.No horizontal observational check was made to the station.
 PL0455
 PL0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0455
 PL0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PL0455.GEOID18 height accuracy estimate available here.
 PL0455
 PL0455.Click photographs - Photos may exist for this station.
 PL0455
 PL0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 PL0455
 PL0455. The following values were computed from the NAD 83(1994) position.
 PL0455
 PL0455;                    North         East     Units Scale Factor Converg.
 PL0455;SPC MI C     -    79,368.294 5,990,678.915   MT  1.00003844   -0 04 55.7
 PL0455;SPC MI C     -   260,394.67 19,654,458.38   iFT  1.00003844   -0 04 55.7
 PL0455;UTM  16      - 4,878,378.483   701,701.061   MT  1.00010039   +1 45 00.2
 PL0455
 PL0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0455!SPC MI C     -   0.99996512  x   1.00003844  =   1.00000356
 PL0455!UTM  16      -   0.99996512  x   1.00010039  =   1.00006551
 PL0455
 PL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0170178378(NAD 83)
 PL0455
 PL0455                          SUPERSEDED SURVEY CONTROL
 PL0455
 PL0455  NAD 83(1986)-  44 01 51.01691(N)    084 28 58.58274(W) AD(       ) 2
 PL0455  NAD 27      -  44 01 50.94269(N)    084 28 58.53693(W) AD(       ) 2
 PL0455  NGVD 29 (07/19/86)  257.     (m)          843.     (f) VERT ANG       
 PL0455
 PL0455.Superseded values are not recommended for survey control.
 PL0455
 PL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0455.See file dsdata.pdf to determine how the superseded data were derived.
 PL0455
 PL0455_MARKER: DZ = AZIMUTH MARK DISK
 PL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0455_STAMPING: GREER NO 2 1981
 PL0455_MARK LOGO: NGS
 PL0455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0455+STABILITY: SURFACE MOTION
 PL0455
 PL0455  HISTORY     - Date     Condition        Report By
 PL0455  HISTORY     - 1981     MONUMENTED       NGS
 PL0455  HISTORY     - 19981202 GOOD             USPSQD
 PL0455
 PL0455                          STATION DESCRIPTION
 PL0455
 PL0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0455'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST OF THE CLARE
 PL0455'COUNTY LINE, 5.6 KM (3-1/2 MI) NORTH OF GLADWIN,
 PL0455'1.6 KM (1 MI) WEST OF THE SMALL COMMUNITY OF WAGARVILLE,
 PL0455'IN THE SW1/4,S18,T19N,R1W OF GLADWIN TOWNSHIP, AND
 PL0455'ON ROAD RIGHT-OF-WAY.
 PL0455'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0455'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0455'
 PL0455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 PL0455'AND 61 IN DOWNTOWN GLADWIN, GO NORTHERLY ON STATE HIGHWAY 18
 PL0455'FOR 3.9 KM (2.45 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH
 PL0455'ON HIGHWAY 18 FOR 1.6 KM (1.0 MI) TO A CROSSROAD
 PL0455'(WAGARVILLE ROAD).  TURN RIGHT AND GO EAST ON THE PAVED
 PL0455'ROAD FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 PL0455'
 PL0455'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0455'STAMPED---GREER 1932 NO 2 1981---,
 PL0455'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0455'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0455'8.78 METERS (28.8 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND
 PL0455'0.71 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST AND FENCE
 PL0455'LINE.
 PL0455'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0455'STAMPED---GREER 1932 NO 2 1981---,
 PL0455'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0455'
 PL0455'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0455'
 PL0455'DESCRIBED BY G.M. RIVERS.
 PL0455
 PL0455                          STATION RECOVERY (1998)
 PL0455
 PL0455'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0102 ***********************************************************************
 RJ0102  DESIGNATION -  GREGG
 RJ0102  PID         -  RJ0102
 RJ0102  STATE/COUNTY-  MI/CHIPPEWA
 RJ0102  COUNTRY     -  US
 RJ0102  USGS QUAD   -  SAULT STE. MARIE SOUTH (2017)
 RJ0102
 RJ0102                         *CURRENT SURVEY CONTROL
 RJ0102  ______________________________________________________________________
 RJ0102* NAD 83(1986) POSITION- 46 22 33.     (N) 084 16 46.     (W)   SCALED
 RJ0102* NAVD 88 ORTHO HEIGHT -   185.530 (meters)      608.69  (feet) ADJUSTED
 RJ0102  ______________________________________________________________________
 RJ0102  GEOID HEIGHT    -        -36.564 (meters)                     GEOID18
 RJ0102  DYNAMIC HEIGHT  -        185.540 (meters)      608.73  (feet) COMP
 RJ0102  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 RJ0102
 RJ0102  VERT ORDER      -  FIRST     CLASS 0
 RJ0102
 RJ0102.The horizontal coordinates were scaled from a map and have
 RJ0102.an estimated accuracy of +/- 6 seconds.
 RJ0102
 RJ0102.The orthometric height was determined by differential leveling and
 RJ0102.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0102.in June 1991.
 RJ0102
 RJ0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0102.GEOID18 height accuracy estimate available here.
 RJ0102
 RJ0102.Click photographs - Photos may exist for this station.
 RJ0102
 RJ0102.The dynamic height is computed by dividing the NAVD 88
 RJ0102.geopotential number by the normal gravity value computed on the
 RJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0102.degrees latitude (g = 980.6199 gals.).
 RJ0102
 RJ0102.The modeled gravity was interpolated from observed gravity values.
 RJ0102
 RJ0102;                    North         East    Units  Estimated Accuracy
 RJ0102;SPC MI N     -   180,590.    8,209,250.      MT  (+/- 180 meters Scaled)
 RJ0102
 RJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092394(NAD 83)
 RJ0102
 RJ0102                          SUPERSEDED SURVEY CONTROL
 RJ0102
 RJ0102.No superseded survey control is available for this station.
 RJ0102
 RJ0102_MARKER: Z = SEE DESCRIPTION
 RJ0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0102_MARK LOGO: NOS
 RJ0102_PROJECTION: RECESSED 23 CENTIMETERS
 RJ0102_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0102+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0102_ROD/PIPE-DEPTH: 13.7 meters
 RJ0102
 RJ0102  HISTORY     - Date     Condition        Report By
 RJ0102  HISTORY     - 1971     MONUMENTED       USLS
 RJ0102  HISTORY     - 1972     GOOD             USLS
 RJ0102  HISTORY     - 1983     GOOD             NGS
 RJ0102  HISTORY     - 20031205 GOOD             INDIV
 RJ0102
 RJ0102                          STATION DESCRIPTION
 RJ0102
 RJ0102'DESCRIBED BY US LAKE SURVEY 1972
 RJ0102'6 MI N FROM BARBEAU.
 RJ0102'GREGG IS IN CHIPPEWA COUNTY, MICHIGAN, 6.0 MILES NORTH FROM THE
 RJ0102'POST OFFICE AT BARBEAU, IN SOUTHWEST CORNER OF INTERSECTION
 RJ0102'OF 9 MILE AND RIVERSIDE ROADS, 50 FEET WEST OF CENTERLINE OF
 RJ0102'RIVERSIDE ROAD, 27.5 FEET SOUTH OF EAST CORNER OF GREGGS GROCERY
 RJ0102'STORE, 27.0 FEET EAST OF SOUTH CORNER, 5.4 FEET SOUTHEAST OF
 RJ0102'EAST CORNER AND IN LINE WITH NORTHEAST FACE OF ATTACHED GARAGE,
 RJ0102'3/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 RJ0102'OF A 5/8-INCH COPPER-COATED STEEL ROD, 45 FEET LONG.
 RJ0102
 RJ0102                          STATION RECOVERY (1983)
 RJ0102
 RJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0102'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 RJ0102'(5.25 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0102'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, THENCE 8.4 KM (5.2 MI)
 RJ0102'SOUTHERLY ALONG NICOLET ROAD, THENCE 0.8 KM (0.5 MI) WEST ALONG 9 MILE
 RJ0102'ROAD, ALSO, 9.7 KM (6.0 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST
 RJ0102'OFFICE IN BARBEAU, AT THE JUNCTION OF 9 MILE ROAD AND RIVERSIDE ROAD,
 RJ0102'AT THE SOUTHEAST CORNER OF DANNYS GROCERY AND LIQUOR STORE,
 RJ0102'15.2 METERS (50.0 FT) WEST OF THE CENTERLINE OF ROAD, 8.4 METERS
 RJ0102'(27.5 FT) SOUTH OF SOUTHEAST CORNER OF STORE, 8.2 METERS (27.0 FT)
 RJ0102'EAST OF SOUTHWEST CORNER OF STORE, AND 1.6 METERS (5.4 FT) SOUTHEAST
 RJ0102'OF SOUTHEAST CORNER OF ATTACHED GARAGE.
 RJ0102'THE MARK IS 1.6 METERS  SE FROM A WITNESS POST.
 RJ0102'THE MARK IS 0.21 M BELOW GROUND.
 RJ0102
 RJ0102                          STATION RECOVERY (2003)
 RJ0102
 RJ0102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ1055 ***********************************************************************
 OJ1055  DESIGNATION -  GREW
 OJ1055  PID         -  OJ1055
 OJ1055  STATE/COUNTY-  MI/TUSCOLA
 OJ1055  COUNTRY     -  US
 OJ1055  USGS QUAD   -  QUANICASSEE (2017)
 OJ1055
 OJ1055                         *CURRENT SURVEY CONTROL
 OJ1055  ______________________________________________________________________
 OJ1055* NAD 83(1994) POSITION- 43 33 04.17723(N) 083 40 56.41729(W)   ADJUSTED
 OJ1055* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 OJ1055  ______________________________________________________________________
 OJ1055  GEOID HEIGHT    -        -34.507 (meters)                     GEOID18
 OJ1055  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 OJ1055  HORZ ORDER      -  FIRST
 OJ1055
 OJ1055.The horizontal coordinates were established by classical geodetic methods
 OJ1055.and adjusted by the National Geodetic Survey in February 1997.
 OJ1055
 OJ1055.The orthometric height was scaled from a topographic map.
 OJ1055
 OJ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ1055.GEOID18 height accuracy estimate available here.
 OJ1055
 OJ1055.Click photographs - Photos may exist for this station.
 OJ1055
 OJ1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ1055
 OJ1055. The following values were computed from the NAD 83(1994) position.
 OJ1055
 OJ1055;                    North         East     Units Scale Factor Converg.
 OJ1055;SPC MI S     -   228,070.117 4,055,297.444   MT  0.99997447   +0 27 56.5
 OJ1055;SPC MI S     -   748,261.54 13,304,781.64   iFT  0.99997447   +0 27 56.5
 OJ1055;UTM  17      - 4,825,518.997   283,327.240   MT  1.00017751   -1 50 55.9
 OJ1055
 OJ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1055!SPC MI S     -   0.99997721  x   0.99997447  =   0.99995168
 OJ1055!UTM  17      -   0.99997721  x   1.00017751  =   1.00015471
 OJ1055
 OJ1055:                Primary Azimuth Mark                     Grid Az
 OJ1055:SPC MI S     -  BERNIE                                   080 59 43.7
 OJ1055:UTM  17      -  BERNIE                                   083 18 36.1
 OJ1055
 OJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8332725518(NAD 83)
 OJ1055
 OJ1055|---------------------------------------------------------------------|
 OJ1055| PID    Reference Object                     Distance      Geod. Az  |
 OJ1055|                                                           dddmmss.s |
 OJ1055| CH0248 GREW RM 1                            24.884 METERS 03300     |
 OJ1055| OJ1054 BERNIE                              APPROX.11.3 KM 0812740.2 |
 OJ1055| CH0247 GREW AZ MK                                         2742732.8 |
 OJ1055| CH0249 GREW RM 2                            43.687 METERS 30850     |
 OJ1055|---------------------------------------------------------------------|
 OJ1055
 OJ1055                          SUPERSEDED SURVEY CONTROL
 OJ1055
 OJ1055  NAD 83(1986)-  43 33 04.16610(N)    083 40 56.44346(W) AD(       ) 1
 OJ1055  NAD 27      -  43 33 04.08186(N)    083 40 56.58457(W) AD(       ) 1
 OJ1055
 OJ1055.Superseded values are not recommended for survey control.
 OJ1055
 OJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1055.See file dsdata.pdf to determine how the superseded data were derived.
 OJ1055
 OJ1055_MARKER: DS = TRIANGULATION STATION DISK
 OJ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1055_STAMPING: GREW 1932
 OJ1055_MARK LOGO: CGS
 OJ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1055+STABILITY: SURFACE MOTION
 OJ1055
 OJ1055  HISTORY     - Date     Condition        Report By
 OJ1055  HISTORY     - 1932     MONUMENTED       CGS
 OJ1055  HISTORY     - 1958     MARK NOT FOUND   USGS
 OJ1055  HISTORY     - 1963     MARK NOT FOUND   USGS
 OJ1055  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ1055  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ1055
 OJ1055                          STATION DESCRIPTION
 OJ1055
 OJ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1055'ABOUT 7 MILES WEST AND 2 MILES NORTH OF FAIRGROVE, 7 MILES NORTH AND
 OJ1055'3/4 MILE EAST OF SAGINAW-TUSCOLA COUNTY LINE, IN SOUTHEAST ROAD
 OJ1055'CORNER, IN SMALL ORCHARD, 54 FEET NORTH OF NORTHWEST CORNER OF MR.
 OJ1055'LOUIE GREWS HOUSE, 11 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE OF
 OJ1055'EAST-AND-WEST SECTION-LINE ROAD, 48 FEET SOUTH OF CENTER LINE OF SAME
 OJ1055'ROAD, 27 FEET SOUTHEAST OF SOUTHEAST CORNER OF LARGE CONCRETE CULVERT,
 OJ1055'AND 58 FEET EAST OF SOUTH-SEST CORNER OF CULVERT.
 OJ1055'
 OJ1055'TO REACH FROM POST OFFICE IN REESE, GO EAST 3/4 MILE ON ROUTE M-81 TO
 OJ1055'CROSSROADS AT VILLAGE LIMITS, AND PROCEED NORTH 7 MILES TO VAN BUREN
 OJ1055'SCHOOL, DISTRICT NO. 6, IN NORTHWEST CORNER OF CROSSROADS.
 OJ1055'
 OJ1055'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OJ1055'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES REFERENCE AND
 OJ1055'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ1055'
 OJ1055'NO. 1 PROJECTS 6 INCHES, IS 18 FEET NORTH OF CENTER LINE OF
 OJ1055'ABOVE-MENTIONED EAST-AND-WEST ROAD, 60 FEET EAST OF NORTHEAST CORNER
 OJ1055'OF CULVERT, AND 81.64 FEET FROM STATION IN AZIMUTH 213 DEG 00 MIN.
 OJ1055'
 OJ1055'NO.  2 PROJECTS 6 INCHES, IS 3 FEET NORTHEAST OF SOUTHEAST CORNER OF
 OJ1055'VAN BUREN SCHOOL, 50 FEET NORTHWEST OF INTERSECTION OF CENTER LINES OF
 OJ1055'CROSSROADS, AND 143.33 FEET FROM STATION IN AZIMUTH 128 DEG 50 MIN.
 OJ1055'
 OJ1055'AZIMUTH MARK PROJECTS 5 INCHES, IS 18 FEET NORTH OF ABOVE-MENTIONED
 OJ1055'EAST-AND-WEST ROAD, 1 FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE OF ROAD,
 OJ1055'3 FEET EAST OF FENCE CORNER, AND APPROXIMATELY 0.15 MILE FROM STATION
 OJ1055'IN AZIMUTH 94 DEG 27 MIN 30 SEC.
 OJ1055
 OJ1055                          STATION RECOVERY (1958)
 OJ1055
 OJ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1055'THE SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 OJ1055'NOT FOUND.  THERE HAS BEEN
 OJ1055'SOME BULLDOZING IN THIS AREA.
 OJ1055
 OJ1055                          STATION RECOVERY (1963)
 OJ1055
 OJ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ1055'THIS STATION NOT FOUND.
 OJ1055
 OJ1055                          STATION RECOVERY (1980)
 OJ1055
 OJ1055'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1055'THE STATION WAS NOT LOCATED.
 OJ1055
 OJ1055                          STATION RECOVERY (1999)
 OJ1055
 OJ1055'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0092 ***********************************************************************
 RJ0092  DESIGNATION -  GREY
 RJ0092  PID         -  RJ0092
 RJ0092  STATE/COUNTY-  MI/CHIPPEWA
 RJ0092  COUNTRY     -  US
 RJ0092  USGS QUAD   -  BARBEAU (2017)
 RJ0092
 RJ0092                         *CURRENT SURVEY CONTROL
 RJ0092  ______________________________________________________________________
 RJ0092* NAD 83(1986) POSITION- 46 18 04.     (N) 084 16 49.     (W)   SCALED
 RJ0092* NAVD 88 ORTHO HEIGHT -   217.473 (meters)      713.49  (feet) ADJUSTED
 RJ0092  ______________________________________________________________________
 RJ0092  GEOID HEIGHT    -        -36.457 (meters)                     GEOID18
 RJ0092  DYNAMIC HEIGHT  -        217.485 (meters)      713.53  (feet) COMP
 RJ0092  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 RJ0092
 RJ0092  VERT ORDER      -  FIRST     CLASS 0
 RJ0092
 RJ0092.The horizontal coordinates were scaled from a map and have
 RJ0092.an estimated accuracy of +/- 6 seconds.
 RJ0092
 RJ0092.The orthometric height was determined by differential leveling and
 RJ0092.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0092.in June 1991.
 RJ0092
 RJ0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0092.GEOID18 height accuracy estimate available here.
 RJ0092
 RJ0092.Click photographs - Photos may exist for this station.
 RJ0092
 RJ0092.The dynamic height is computed by dividing the NAVD 88
 RJ0092.geopotential number by the normal gravity value computed on the
 RJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0092.degrees latitude (g = 980.6199 gals.).
 RJ0092
 RJ0092.The modeled gravity was interpolated from observed gravity values.
 RJ0092
 RJ0092;                    North         East    Units  Estimated Accuracy
 RJ0092;SPC MI N     -   172,290.    8,209,470.      MT  (+/- 180 meters Scaled)
 RJ0092
 RJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094310(NAD 83)
 RJ0092
 RJ0092                          SUPERSEDED SURVEY CONTROL
 RJ0092
 RJ0092.No superseded survey control is available for this station.
 RJ0092
 RJ0092_MARKER: Q = CHISELED SQUARE
 RJ0092_SETTING: 80 = SET IN A BOULDER
 RJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0092+STABILITY: SURFACE MOTION
 RJ0092
 RJ0092  HISTORY     - Date     Condition        Report By
 RJ0092  HISTORY     - 1969     MONUMENTED       USLS
 RJ0092  HISTORY     - 1972     GOOD             USLS
 RJ0092  HISTORY     - 1983     GOOD             NGS
 RJ0092
 RJ0092                          STATION DESCRIPTION
 RJ0092
 RJ0092'DESCRIBED BY US LAKE SURVEY 1972
 RJ0092'0.8 MI N FROM BARBEAU.
 RJ0092'GREY IS IN CHIPPEWA COUNTY, MICHIGAN, 0.85 MILE NORTH OF POST
 RJ0092'OFFICE IN BARBEAU, 74 FEET EAST OF CENTERLINE OF RIVERSIDE
 RJ0092'ROAD, 38.0 FEET NORTHWEST OF NORTHWEST CORNER OF FRAME DWELLING,
 RJ0092'23.6 FEET NORTH OF A GASLIGHT POST, 6.5 FEET WEST OF UTILITY
 RJ0092'POLE NO. 8-PA, 3-1/2 FEET ABOVE GROUND, BEING HIGHEST POINT IN
 RJ0092'A 3-INCH SQUARE CUT IN TOP OF A 4-FOOT DIAMETER GRAY BOULDER.
 RJ0092
 RJ0092                          STATION RECOVERY (1983)
 RJ0092
 RJ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 RJ0092'(0.85 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0092'IN LAWN OF A LIGHT GREEN DWELLING WITH FLAGPOLE, HIGH POINT ON A
 RJ0092'3-INCH SQUARE CUT IN TOP OF A 4 FEET BY 4 FEET DIAMETER GRAY BOULDER,
 RJ0092'24.1 METERS (79.0 FT) EAST OF CENTERLINE OF HIGHWAY, 11.6 METERS
 RJ0092'(38.0 FT) NORTHWEST OF NORTHWEST CORNER OF A FRAME DWELLING,
 RJ0092'7.2 METERS (23.6 FT) NORTH OF A GAS LIGHT POST, AND 2.0 METERS
 RJ0092'(6.5 FT) WEST OF UTILITY POLE NUMBER 8-PA.
 RJ0092'THE MARK IS 1.1 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0414 ***********************************************************************
 RJ0414  DESIGNATION -  GREY ROCK
 RJ0414  PID         -  RJ0414
 RJ0414  STATE/COUNTY-  MI/MACKINAC
 RJ0414  COUNTRY     -  US
 RJ0414  USGS QUAD   -  NAUBINWAY (2017)
 RJ0414
 RJ0414                         *CURRENT SURVEY CONTROL
 RJ0414  ______________________________________________________________________
 RJ0414* NAD 83(1986) POSITION- 46 05 37.     (N) 085 26 36.     (W)   SCALED
 RJ0414* NAVD 88 ORTHO HEIGHT -   182.361 (meters)      598.30  (feet) ADJUSTED
 RJ0414  ______________________________________________________________________
 RJ0414  GEOID HEIGHT    -        -34.972 (meters)                     GEOID18
 RJ0414  DYNAMIC HEIGHT  -        182.372 (meters)      598.33  (feet) COMP
 RJ0414  MODELED GRAVITY -    980,668.2   (mgal)                       NAVD 88
 RJ0414
 RJ0414  VERT ORDER      -  FIRST     CLASS 0
 RJ0414
 RJ0414.The horizontal coordinates were scaled from a map and have
 RJ0414.an estimated accuracy of +/- 6 seconds.
 RJ0414
 RJ0414.The orthometric height was determined by differential leveling and
 RJ0414.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0414.in June 1991.
 RJ0414
 RJ0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0414.GEOID18 height accuracy estimate available here.
 RJ0414
 RJ0414.Click photographs - Photos may exist for this station.
 RJ0414
 RJ0414.The dynamic height is computed by dividing the NAVD 88
 RJ0414.geopotential number by the normal gravity value computed on the
 RJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0414.degrees latitude (g = 980.6199 gals.).
 RJ0414
 RJ0414.The modeled gravity was interpolated from observed gravity values.
 RJ0414
 RJ0414;                    North         East    Units  Estimated Accuracy
 RJ0414;SPC MI N     -   146,810.    8,120,360.      MT  (+/- 180 meters Scaled)
 RJ0414
 RJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS203056(NAD 83)
 RJ0414
 RJ0414                          SUPERSEDED SURVEY CONTROL
 RJ0414
 RJ0414  NGVD 29 (??/??/92)  182.400  (m)          598.42   (f) ADJ UNCH    1 0
 RJ0414
 RJ0414.Superseded values are not recommended for survey control.
 RJ0414
 RJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0414.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0414
 RJ0414_MARKER: Q = CHISELED SQUARE
 RJ0414_SETTING: 80 = SET IN A BOULDER
 RJ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0414+STABILITY: SURFACE MOTION
 RJ0414
 RJ0414  HISTORY     - Date     Condition        Report By
 RJ0414  HISTORY     - UNK      MONUMENTED       USLS
 RJ0414  HISTORY     - 1972     GOOD             NGS
 RJ0414  HISTORY     - 19950703 GOOD             USPSQD
 RJ0414
 RJ0414                          STATION DESCRIPTION
 RJ0414
 RJ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0414'AT NAUBINWAY.
 RJ0414'AT NAUBINWAY, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE
 RJ0414'CATHOLIC CHURCH, THENCE 0.2 MILE SOUTH ALONG A STREET, 34 1/2
 RJ0414'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE CENTER
 RJ0414'ONE OF THREE STREETS, 15 FEET EAST OF THE CENTER LINE OF THE
 RJ0414'NORTH-SOUTH STREET, 35 FEET NORTHEAST OF AND ACROSS THE
 RJ0414'NORTH-SOUTH STREET FROM POWER POLE NY 2-202B-151, 30 FEET NORTH
 RJ0414'OF THE EXTENDED CENTER LINE OF AN EAST-WEST STREET, A 2 INCH
 RJ0414'OUTLINED SQUARE ON THE TOP OF A 6-BY 2-FOOT BOULDER THAT PROJECTS
 RJ0414'2 FEET ABOVE THE LEVEL OF THE GROUND.
 RJ0414
 RJ0414                          STATION RECOVERY (1995)
 RJ0414
 RJ0414'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0602 ***********************************************************************
 PM0602  DESIGNATION -  GRIFFIN
 PM0602  PID         -  PM0602
 PM0602  STATE/COUNTY-  MI/MASON
 PM0602  COUNTRY     -  US
 PM0602  USGS QUAD   -  UDELL (2017)
 PM0602
 PM0602                         *CURRENT SURVEY CONTROL
 PM0602  ______________________________________________________________________
 PM0602* NAD 83(2011) POSITION- 44 08 21.16647(N) 086 02 54.21275(W)   ADJUSTED
 PM0602* NAD 83(2011) ELLIP HT-   195.921 (meters)        (06/27/12)   ADJUSTED
 PM0602* NAD 83(2011) EPOCH   -  2010.00
 PM0602* NAVD 88 ORTHO HEIGHT -   230.4   (meters)      756.    (feet) GPS OBS
 PM0602  ______________________________________________________________________
 PM0602  NAVD 88 orthometric height was determined with geoid model    GEOID90
 PM0602  GEOID HEIGHT    -        -34.060 (meters)                     GEOID90
 PM0602  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 PM0602  NAD 83(2011) X  -    315,960.453 (meters)                     COMP
 PM0602  NAD 83(2011) Y  - -4,573,958.174 (meters)                     COMP
 PM0602  NAD 83(2011) Z  -  4,419,342.057 (meters)                     COMP
 PM0602  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 PM0602
 PM0602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0602  Standards:
 PM0602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0602  -------------------------------------------------------------------
 PM0602  NETWORK    2.18   4.55           0.93   0.83   2.32      0.24865183
 PM0602  -------------------------------------------------------------------
 PM0602  Click here for local accuracies and other accuracy information.
 PM0602
 PM0602.The horizontal coordinates were established by GPS observations
 PM0602.and adjusted by the National Geodetic Survey in June 2012.
 PM0602
 PM0602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0602.been affixed to the stable North American tectonic plate. See 
 PM0602.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0602
 PM0602.The horizontal coordinates are valid at the epoch date displayed above
 PM0602.which is a decimal equivalence of Year/Month/Day.
 PM0602
 PM0602.The orthometric height was determined by GPS observations and a
 PM0602.high-resolution geoid model.
 PM0602
 PM0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0602.GEOID18 height accuracy estimate available here.
 PM0602
 PM0602.Click photographs - Photos may exist for this station.
 PM0602
 PM0602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0602
 PM0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0602
 PM0602.The ellipsoidal height was determined by GPS observations
 PM0602.and is referenced to NAD 83.
 PM0602
 PM0602. The following values were computed from the NAD 83(2011) position.
 PM0602
 PM0602;                    North         East     Units Scale Factor Converg.
 PM0602;SPC MI C     -    92,798.786 5,865,439.209   MT  1.00001041   -1 11 16.7
 PM0602;SPC MI C     -   304,457.96 19,243,566.96   iFT  1.00001041   -1 11 16.7
 PM0602;UTM  16      - 4,887,775.313   576,115.784   MT  0.99967125   +0 39 45.8
 PM0602
 PM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0602!SPC MI C     -   0.99996928  x   1.00001041  =   0.99997969
 PM0602!UTM  16      -   0.99996928  x   0.99967125  =   0.99964054
 PM0602
 PM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7611587775(NAD 83)
 PM0602
 PM0602                          SUPERSEDED SURVEY CONTROL
 PM0602
 PM0602  NAD 83(2007)-  44 08 21.16662(N)    086 02 54.21493(W) AD(2002.00) 0
 PM0602  ELLIP H (02/10/07)  195.932  (m)                       GP(2002.00)    
 PM0602  ELLIP H (07/17/02)  195.933  (m)                       GP(       ) 4 1
 PM0602  NAD 83(1994)-  44 08 21.16636(N)    086 02 54.21404(W) AD(       ) 1
 PM0602  ELLIP H (02/03/97)  195.975  (m)                       GP(       ) 4 1
 PM0602  NAD 83(1986)-  44 08 21.16880(N)    086 02 54.21681(W) AD(       ) 1
 PM0602
 PM0602.Superseded values are not recommended for survey control.
 PM0602
 PM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0602.See file dsdata.pdf to determine how the superseded data were derived.
 PM0602
 PM0602_MARKER: DD = SURVEY DISK
 PM0602_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PM0602_STAMPING: GRIFFIN 1991
 PM0602_MARK LOGO: USFS
 PM0602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0602+STABILITY: SURFACE MOTION
 PM0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0602+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0602
 PM0602  HISTORY     - Date     Condition        Report By
 PM0602  HISTORY     - 1991     MONUMENTED       USFS
 PM0602  HISTORY     - 20010815 GOOD             NGS
 PM0602  HISTORY     - 20040424 GOOD             USPSQD
 PM0602
 PM0602                          STATION DESCRIPTION
 PM0602
 PM0602'DESCRIBED BY US FOREST SERVICE 1991
 PM0602'FROM THE INTERSECTION OF FREESOIL ROAD AND CUSTER ROAD IN FREESOIL
 PM0602'PROCEED EAST ON FREESOIL ROAD 9.0 MI (14.5 KM) TO TYNDALL ROAD
 PM0602'(F.R.5203), TURN NORTH AND GO 2.37 MI (3.81 KM) TO KOENIG ROAD
 PM0602'(F.R.5331), TURN SOUTHWEST AND GO 0.24 MI (0.39 KM) TO STATION ON
 PM0602'RIGHT, 133 FT (40.5 M) NORTH OF THE CENTERLINE OF KOENIG ROAD, ATOP A
 PM0602'SMALL KNOLL IN A RECENT OAK CLEARCUT, 2 FT (0.6 M) SOUTH OF A
 PM0602'FIBERGLASS POST, MAP POSITION IS NEAR THE SOUTHEAST 1/16 CORNER OF
 PM0602'SECTION 12 T20N R15W. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER
 PM0602'BRASS CAP ATOP A 5 INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH
 PM0602'REINFORCING ROD, SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 300
 PM0602'POUNDS OF REDI-MIX.
 PM0602
 PM0602                          STATION RECOVERY (2001)
 PM0602
 PM0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0602'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0602
 PM0602                          STATION RECOVERY (2004)
 PM0602
 PM0602'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0191 ***********************************************************************
 OJ0191  DESIGNATION -  GRIGGS USLS
 OJ0191  PID         -  OJ0191
 OJ0191  STATE/COUNTY-  MI/SANILAC
 OJ0191  COUNTRY     -  US
 OJ0191  USGS QUAD   -  RICHMONDVILLE (2017)
 OJ0191
 OJ0191                         *CURRENT SURVEY CONTROL
 OJ0191  ______________________________________________________________________
 OJ0191* NAD 83(1986) POSITION- 43 32 09.     (N) 082 35 06.     (W)   SCALED
 OJ0191* NAVD 88 ORTHO HEIGHT -   182.950 (meters)      600.23  (feet) ADJUSTED
 OJ0191  ______________________________________________________________________
 OJ0191  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 OJ0191  DYNAMIC HEIGHT  -        182.915 (meters)      600.11  (feet) COMP
 OJ0191  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 OJ0191
 OJ0191  VERT ORDER      -  FIRST     CLASS 0
 OJ0191
 OJ0191.The horizontal coordinates were scaled from a map and have
 OJ0191.an estimated accuracy of +/- 6 seconds.
 OJ0191
 OJ0191.The orthometric height was determined by differential leveling and
 OJ0191.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0191.in June 1991.
 OJ0191
 OJ0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0191.GEOID18 height accuracy estimate available here.
 OJ0191
 OJ0191.Click photographs - Photos may exist for this station.
 OJ0191
 OJ0191.The dynamic height is computed by dividing the NAVD 88
 OJ0191.geopotential number by the normal gravity value computed on the
 OJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0191.degrees latitude (g = 980.6199 gals.).
 OJ0191
 OJ0191.The modeled gravity was interpolated from observed gravity values.
 OJ0191
 OJ0191;                    North         East    Units  Estimated Accuracy
 OJ0191;SPC MI S     -   227,670.    4,144,000.      MT  (+/- 180 meters Scaled)
 OJ0191
 OJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ719215(NAD 83)
 OJ0191
 OJ0191                          SUPERSEDED SURVEY CONTROL
 OJ0191
 OJ0191  NGVD 29 (11/26/84)  183.065  (m)          600.61   (f) ADJUSTED    1 0
 OJ0191
 OJ0191.Superseded values are not recommended for survey control.
 OJ0191
 OJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0191.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0191
 OJ0191_MARKER: B = BOLT
 OJ0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0191_SP_SET: BRIDGE
 OJ0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0191
 OJ0191  HISTORY     - Date     Condition        Report By
 OJ0191  HISTORY     - 1970     MONUMENTED       USLS
 OJ0191  HISTORY     - 1970     GOOD             USLS
 OJ0191  HISTORY     - 1980     GOOD             NGS
 OJ0191  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0191
 OJ0191                          STATION DESCRIPTION
 OJ0191
 OJ0191'DESCRIBED BY US LAKE SURVEY 1970
 OJ0191'7.6 MI N FROM PORT SANILAC.
 OJ0191'GRIGGS IS IN SANILAC COUNTY, MICHIGAN, ABOUT 7.6 MILES NORTH
 OJ0191'ON U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE
 OJ0191'ROAD (U.S. 25) IN PORT SANILAC, ON THE NORTHWEST WING WALL OF
 OJ0191'THE BRIDGE OVER GRIGGS RIVER, 1.0 FEET EAST OF THE WEST FACE AND
 OJ0191'0.7 FEET NORTH OF THE MOST SOUTHERLY FACE OF WING WALL, BEING
 OJ0191'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET
 OJ0191'INTO THE TOP OF THE WALL.  BM GRIGGS 1970.
 OJ0191
 OJ0191                          STATION RECOVERY (1980)
 OJ0191
 OJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0191'12.6 KILOMETERS (7.8 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0191'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, SET IN THE WEST END
 OJ0191'OG THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER A CREEK, 7.15
 OJ0191'METERS (23.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 METERS
 OJ0191'(7.5 FEET) WEST OF THE SOUTHWEST CORNER OF THE NORTH CONCRETE
 OJ0191'PILLAR ON THE WEST SIDE OF THE HIGHWAY, 0.3 METER (1.0 FOOT) EAST
 OJ0191'OF THE WEST EDGE OF THE ABUTMENT, 0.25 METER (0.8 FOOT) NORTH OF
 OJ0191'THE SOUTH EDGE OF THE ABUTMENT.
 OJ0191'THE MARK IS 1.0 M BELOW HIGHWAY.
 OJ0191
 OJ0191                          STATION RECOVERY (1994)
 OJ0191
 OJ0191'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0639 ***********************************************************************
 QK0639  DESIGNATION -  GRIMM
 QK0639  PID         -  QK0639
 QK0639  STATE/COUNTY-  MI/CHEBOYGAN
 QK0639  COUNTRY     -  US
 QK0639  USGS QUAD   -  WOLVERINE (2017)
 QK0639
 QK0639                         *CURRENT SURVEY CONTROL
 QK0639  ______________________________________________________________________
 QK0639* NAD 83(1994) POSITION- 45 21 07.24151(N) 084 36 10.32920(W)   ADJUSTED
 QK0639* NAVD 88 ORTHO HEIGHT -   311.8   (meters)     1023.    (feet) VERTCON3
 QK0639  ______________________________________________________________________
 QK0639  GEOID HEIGHT    -        -35.259 (meters)                     GEOID18
 QK0639  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 QK0639  HORZ ORDER      -  FIRST
 QK0639
 QK0639.The horizontal coordinates were established by classical geodetic methods
 QK0639.and adjusted by the National Geodetic Survey in February 1997.
 QK0639
 QK0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0639
 QK0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0639.GEOID18 height accuracy estimate available here.
 QK0639
 QK0639.Click photographs - Photos may exist for this station.
 QK0639
 QK0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0639
 QK0639. The following values were computed from the NAD 83(1994) position.
 QK0639
 QK0639;                    North         East     Units Scale Factor Converg.
 QK0639;SPC MI C     -   226,196.650 5,981,491.737   MT  0.99993812   -0 10 00.7
 QK0639;SPC MI C     -   742,114.99 19,624,316.72   iFT  0.99993812   -0 10 00.7
 QK0639;UTM  16      - 5,024,850.926   687,769.547   MT  1.00003352   +1 42 21.3
 QK0639
 QK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0639!SPC MI C     -   0.99995665  x   0.99993812  =   0.99989477
 QK0639!UTM  16      -   0.99995665  x   1.00003352  =   0.99999017
 QK0639
 QK0639:                Primary Azimuth Mark                     Grid Az
 QK0639:SPC MI C     -  DOUGLAS                                  346 29 46.8
 QK0639:UTM  16      -  DOUGLAS                                  344 37 24.8
 QK0639
 QK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8776924850(NAD 83)
 QK0639
 QK0639|---------------------------------------------------------------------|
 QK0639| PID    Reference Object                     Distance      Geod. Az  |
 QK0639|                                                           dddmmss.s |
 QK0639| CH1210 GRIMM RM 2                           28.122 METERS 02523     |
 QK0639| CH1211 GRIMM RM 3                           67.671 METERS 13618     |
 QK0639| QK0638 WOLVERINE LOOKOUT TOWER              29.134 METERS 15858     |
 QK0639| CH1209 GRIMM RM 1                           27.371 METERS 26845     |
 QK0639| QK0644 INDIAN RIVER CATH SHRINE CROSS      APPROX. 5.7 KM 3362244.1 |
 QK0639| QK0756 DOUGLAS                             APPROX.23.6 KM 3461946.1 |
 QK0639|---------------------------------------------------------------------|
 QK0639
 QK0639                          SUPERSEDED SURVEY CONTROL
 QK0639
 QK0639  NAD 83(1986)-  45 21 07.23464(N)    084 36 10.33150(W) AD(       ) 1
 QK0639  NAD 27      -  45 21 07.18600(N)    084 36 10.20900(W) AD(       ) 1
 QK0639  NGVD 29 (07/19/86)  311.8    (m)         1023.     (f) VERT ANG       
 QK0639
 QK0639.Superseded values are not recommended for survey control.
 QK0639
 QK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0639.See file dsdata.pdf to determine how the superseded data were derived.
 QK0639
 QK0639_MARKER: DS = TRIANGULATION STATION DISK
 QK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0639_STAMPING: GRIMM 1956
 QK0639_MARK LOGO: CGS
 QK0639_PROJECTION: FLUSH
 QK0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0639+STABILITY: SURFACE MOTION
 QK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0639+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 QK0639
 QK0639  HISTORY     - Date     Condition        Report By
 QK0639  HISTORY     - 1956     MONUMENTED       CGS
 QK0639  HISTORY     - 1975     GOOD             NGS
 QK0639  HISTORY     - 1976     GOOD             NGS
 QK0639  HISTORY     - 19880823 GOOD             NGS
 QK0639  HISTORY     - 19920622 GOOD             MIDT
 QK0639
 QK0639                          STATION DESCRIPTION
 QK0639
 QK0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0639'THE STATION IS ABOUT 5 MILES NORTH OF WOLVERINE, 4 MILES SOUTH OF
 QK0639'INDIAN RIVER ON A HIGH RIDGE NEAR THE SITE OF THE WOLVERINE LOOKOUT
 QK0639'TOWER ON PROPERTY OWNED BY MR. FRANK GRIMM.  IT IS 84 FEET NORTH OF
 QK0639'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 57 FEET NORTH OF THE
 QK0639'CENTERLINE OF THE ROAD AROUND THE LOOKOUT TOWER, 96 FEET EAST OF A
 QK0639'FENCE LINE AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 QK0639'PROJECTS 2 INCHES AND THE DISK IS STAMPED GRIMM 1956.
 QK0639'
 QK0639'TO REACH THE STATION FROM THE RAILROAD DEPOT IN INDIAN RIVER, GO SOUTH
 QK0639'ON U.S. HIGHWAY 27 FOR 1.35 MILES TO THE JUNCTION WITH STATE HIGHWAY
 QK0639'68.  CONTINUE SOUTH ON HIGHWAY 27 FOR 1.55 MILES TO A SIDE ROAD LEFT.
 QK0639'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.65 MILE TO A SIDE ROAD
 QK0639'LEFT. TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.6 MILE TO A
 QK0639'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE SAND ROAD FOR 1.25 MILES TO
 QK0639'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON SAND ROAD FOR 0.15 MILE
 QK0639'TO THE LOOKOUT TOWER AND THE STATION.
 QK0639'
 QK0639'REFERENCE MARK 1 IS AT THE WEST EDGE OF A SMALL OPENING IN THE WOODS,
 QK0639'12 FEET EAST OF THE FENCE LINE AND 87 FEET WEST OF THE WHITE WITNESS
 QK0639'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GRIMM NO 1
 QK0639'1956.
 QK0639'
 QK0639'REFERENCE MARK 2 IS 36 FEET EAST OF A 10 INCH TRIANGLE BLAZED TREE AND
 QK0639'96 FEET NORTHEAST OF THE WHITE WITNESS POST.  THE MARK PROJECTS 6
 QK0639'INCHES AND THE DISK IS STAMPED GRIMM NO 2 1956.
 QK0639'
 QK0639'REFERENCE MARK 3 IS 18 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD
 QK0639'LEADING TO THE LOOKOUT TOWER, 27 FEET EAST OF AN 8 INCH MAPLE TREE AND
 QK0639'1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 QK0639'THE DISK IS STAMPED GRIMM NO 3 1956.
 QK0639'
 QK0639'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH MARK.
 QK0639'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE,
 QK0639'AND LOCATED WITH PRECISE PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE
 QK0639'ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 QK0639'
 QK0639'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 QK0639
 QK0639                          STATION RECOVERY (1975)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0639'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 QK0639'
 QK0639'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QK0639'
 QK0639'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND FOUND
 QK0639'IN GOOD CONDITION AS DESCRIBED.  A CHECK WAS MADE FOR DISTANCE AND
 QK0639'DIRECTION AND WERE FOUND ADEQUATE.  THE LOOKOUT TOWER IS STILL THERE,
 QK0639'BUT NOT IN USE AS LOOKOUT TOWER.  IT IS USED AS RADIO RELAY STATION.
 QK0639'
 QK0639'THE STATION IS NOW ON PROPERTY OWNED BY MR. JOHN F. MCCARTHY, 2042
 QK0639'MONROE, DEARBORN, MICHIGAN 48124, PHONE NUMBER 278-5342.  THE 1956
 QK0639'ROUTE TO THE STATION IS NO LONGER ADEQUATE DUE TO INTERSTATE HIGHWAY
 QK0639'75.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QK0639'
 QK0639'THE STATION IS ABOUT 5 MILES NORTH OF WOLVERINE, 4 MILES SOUTH OF
 QK0639'INDIAN RIVER, 1 MILE EAST OF INTERSTATE HIGHWAY 75 AND ON A HIGH RIDGE
 QK0639'NEAR THE SITE OF THE LOCALLY KNOWN WOLVERINE LOOKOUT TOWER.  IT IS ON
 QK0639'PROPERTY OWNED BY MR. JOHN F. MCCARTHY 2042 MONROE, DEARBORN, MICHIGAN
 QK0639'48124, PHONE NUMBER 278-5342.
 QK0639'
 QK0639'TO REACH THE STATION FROM THE POST OFFICE IN WOLVERINE GO NORTH ON
 QK0639'STRAITS HIGHWAY (OLD U.S. HIGHWAY 27) FOR 3.1 MILES TO A SIDE ROAD
 QK0639'RIGHT.  TURN RIGHT AND GO EAST ON RONDO ROAD FOR 1.5 MILES TO TWO
 QK0639'BRIDGES OVER INTERSTATE HIGHWAY 75.  CONTINUE EAST FOR 0.25 MILE TO A
 QK0639'SIDE ROAD LEFT. TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 2.6
 QK0639'MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON A SAND TRACK ROAD
 QK0639'FOR 0.25 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 QK0639'
 QK0639'STATION MARKS ARE STANDARD DISKS STAMPED GRIMM 1956.  THE SURFACE DISK
 QK0639'IS SET IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 2
 QK0639'INCHES ABOVE THE GROUND SURFACE.  IT IS 94.5 FEET WEST-SOUTHWEST OF A
 QK0639'METAL WITNESS POST WITH SIGN ATTACHED, 91.8 FEET SOUTHEAST OF A METAL
 QK0639'WITNESS POST WITH SIGN ATTACHED AND 84 FEET NORTH OF THE NORTHWEST LEG
 QK0639'OF LOOKOUT TOWER.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE
 QK0639'TOP OF AN IRREGULAR MASS OF CONCRETE ASSUMED 42 INCHES BELOW THE
 QK0639'GROUND SURFACE.
 QK0639'
 QK0639'REFERENCE MARK 1, A STANDARD DISK STAMPED GRIMM NO 1 1956, IS SET IN
 QK0639'THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 QK0639'ABOVE THE GROUND SURFACE.  IT IS 79 FEET EAST OF THE CENTER OF
 QK0639'POWERLINE RIGHT-OF-WAY AND 1.8 FEET EAST OF METAL WITNESS POST WITH
 QK0639'SIGN.
 QK0639'
 QK0639'REFERENCE MARK 2, A STANDARD DISK STAMPED GRIMM NO 2 1956, IS SET IN
 QK0639'THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 QK0639'ABOVE GROUND SURFACE.  IT IS 2.2 FEET SOUTHWEST OF WITNESS POST.
 QK0639'
 QK0639'REFERENCE MARK 3, A STANDARD DISK STAMPED GRIMM NO 3 1956, IS SET IN
 QK0639'THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 QK0639'ABOVE THE GROUND SURFACE.  IT IS 17.5 FEET SOUTH OF THE APPROXIMATE
 QK0639'CENTER OF SAND TRACK ROAD, 9.1 FEET EAST OF A POWERLINE POLE NUMBER 56
 QK0639'WITH TRANSFORMER ATTACHED, 2 FEET NORTH-NORTHWEST OF A 4 BY 4-INCH
 QK0639'WOOD WITNESS POST AND 1.5 FEET EAST OF METAL WITNESS POST.
 QK0639'
 QK0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 QK0639'INDIAN RIVER.
 QK0639'
 QK0639'HEIGHT OF LIGHT ABOVE STATION MARK 99.4 FEET.
 QK0639
 QK0639                          STATION RECOVERY (1976)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0639'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 QK0639'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS TIME AND
 QK0639'WAS ONLY USED AS A CHECK ANGLE LINE.  IT WAS OCCUPIED IN 1975
 QK0639'AND THE DESCRIPTION OF THAT DATE IS ADEQUATE IN ALL RESPECTS.
 QK0639'
 QK0639'DESCRIBED BY R.H. KOKESH
 QK0639
 QK0639                          STATION RECOVERY (1988)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QK0639'RECOVERED IN GOOD CONDITION.
 QK0639
 QK0639                          STATION RECOVERY (1992)
 QK0639
 QK0639'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0639'IS IN THE SOUTHWEST 1/4 OF SECTION 7, T-34-N, R-2-W, ELLIS TOWNSHIP.
 QK0639'ABOUT 5.3 MILES (8.5 KM) SOUTHWEST OF AFTON, 3.6 MILES (5.8 KM) SOUTH
 QK0639'OF INDIAN RIVER AND ON THE PROPERTY OF R. GRAHAM.
 QK0639'
 QK0639'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 75 AND STATE
 QK0639'HIGHWAY M-68 ABOUT 1/2 MILE EAST OF INDIAN RIVER, GO EAST ALONG
 QK0639'HIGHWAY M-68 FOR 0.17 MILES (0.27 KM) TO BRUDY ROAD ON RIGHT.  TURN
 QK0639'RIGHT AND GO SOUTH FOR 3.54 MILES (5.70 KM) TO DIRT DRIVE ON RIGHT.
 QK0639'FOLLOW DIRT DRIVE WEST-NORTHWEST ALONG A POLWE LINE FOR 0.11 MILE
 QK0639'(0.18 KM) TO REFERENCE MARK 3. CONTINUE 0.04 MILE (0.06 KM) NORTHWEST
 QK0639'TO STATION ON LEFT.
 QK0639'
 QK0639'IT IS A DISK IN CONCRETE FLUSH WITH GROUND SURFACE, 222.2 FEET
 QK0639'(67.7 M) NORTHWEST OF REFERENCE MARK 3, 95.6 FEET (29.1 M)
 QK0639'NORTH-NORTHWEST OF WOLVERINE LOOKOUT TOWER REMAINS, 92.27 FEET
 QK0639'(28.12 M) SOUTH OF REFERENCE MARK 2, 89.8 FEET (27.4 M) EAST OF
 QK0639'REFERENCE MARK 1 AND 2.5 FEET (0.8 M) EAST OF A METAL WITNESS POST
 QK0639'WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0218 ***********************************************************************
 OJ0218  DESIGNATION -  GRISTMILL USLS
 OJ0218  PID         -  OJ0218
 OJ0218  STATE/COUNTY-  MI/HURON
 OJ0218  COUNTRY     -  US
 OJ0218  USGS QUAD   -  HARBOR BEACH (2017)
 OJ0218
 OJ0218                         *CURRENT SURVEY CONTROL
 OJ0218  ______________________________________________________________________
 OJ0218* NAD 83(1986) POSITION- 43 50 39.     (N) 082 38 54.     (W)   SCALED
 OJ0218* NAVD 88 ORTHO HEIGHT -   179.677 (meters)      589.49  (feet) ADJUSTED
 OJ0218  ______________________________________________________________________
 OJ0218  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 OJ0218  DYNAMIC HEIGHT  -        179.647 (meters)      589.39  (feet) COMP
 OJ0218  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 OJ0218
 OJ0218  VERT ORDER      -  FIRST     CLASS 0
 OJ0218
 OJ0218.The horizontal coordinates were scaled from a map and have
 OJ0218.an estimated accuracy of +/- 6 seconds.
 OJ0218
 OJ0218.The orthometric height was determined by differential leveling and
 OJ0218.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0218.in June 1991.
 OJ0218
 OJ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0218.GEOID18 height accuracy estimate available here.
 OJ0218
 OJ0218.Click photographs - Photos may exist for this station.
 OJ0218
 OJ0218.The dynamic height is computed by dividing the NAVD 88
 OJ0218.geopotential number by the normal gravity value computed on the
 OJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0218.degrees latitude (g = 980.6199 gals.).
 OJ0218
 OJ0218.The modeled gravity was interpolated from observed gravity values.
 OJ0218
 OJ0218;                    North         East    Units  Estimated Accuracy
 OJ0218;SPC MI S     -   261,810.    4,138,180.      MT  (+/- 180 meters Scaled)
 OJ0218
 OJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ675558(NAD 83)
 OJ0218
 OJ0218                          SUPERSEDED SURVEY CONTROL
 OJ0218
 OJ0218  NGVD 29 (11/26/84)  179.787  (m)          589.85   (f) ADJUSTED    1 0
 OJ0218
 OJ0218.Superseded values are not recommended for survey control.
 OJ0218
 OJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0218.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0218
 OJ0218_MARKER: Q = CHISELED SQUARE
 OJ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0218_SP_SET: SILL
 OJ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0218
 OJ0218  HISTORY     - Date     Condition        Report By
 OJ0218  HISTORY     - 1921     MONUMENTED       USLS
 OJ0218  HISTORY     - 1970     GOOD             USLS
 OJ0218  HISTORY     - 1976     GOOD             NOS
 OJ0218  HISTORY     - 1980     GOOD             NGS
 OJ0218
 OJ0218                          STATION DESCRIPTION
 OJ0218
 OJ0218'DESCRIBED BY US LAKE SURVEY 1970
 OJ0218'AT HARBOR BEACH.
 OJ0218'GRISTMILL IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, SOUTHWEST
 OJ0218'ACROSS ROAD FROM THE HERCULES POWDER INC. OFFICE BUILDING, ON
 OJ0218'EAST SIDE OF RED BRICK BUILDING, 35.5 FEET FROM THE NORTHEAST
 OJ0218'CORNER, ON TOP OF CONCRETE SILL OF A BASEMENT WINDOW, 1.2 FEET
 OJ0218'FROM NORTH SIDE OF THE WINDOW OPENING, 1 FOOT ABOVE THE GROUND,
 OJ0218'BEING HIGHEST POINT IN A 1-1/2-INCH SQUARE CUT IN THE CONCRETE.
 OJ0218'BM GRISTMILL 1921
 OJ0218
 OJ0218                          STATION RECOVERY (1976)
 OJ0218
 OJ0218'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0218'SOUTHWEST ACROSS ROAD FROM THE HERCULES POWDER INC. OFFICE BUILDING,
 OJ0218'ON EAST SIDE OF RED BRICK BUILDING, 35.5 FT. SROM THE NORTHEAST CORNER
 OJ0218'ON TOP OF CONCRETE SILL OF A BASEMENT WINDOW, 1.2 FT. FROM NORTH SIDE
 OJ0218'OF THE WINDOW OPENING, 1 FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 OJ0218'IN A 1 1/2 INCH SQUARE CUT INTO THE CONCRETE.
 OJ0218
 OJ0218                          STATION RECOVERY (1980)
 OJ0218
 OJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0218'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWDER INC., IN THE MOST
 OJ0218'NORTHEASTERLY OF 3 WINDOW SILLS ON THE SOUTHEAST SIDE OF THE
 OJ0218'BUILDING NUMBER 8206, WHICH IS THE FIRST BUILDING SOUTHWES
 OJ0218'AND ACROSS A PAVED ROAD FROM THE MAIN OFFICE BUILDIND, AND
 OJ0218'10.8 METERS (35.5 FEET) SOUTHWEST OF THE EAST CORNER OF
 OJ0218'BUILDING NUMBER 8206.
 OJ0218'THE MARK IS 0.3 M ABOVE WALKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0775 ***********************************************************************
 QK0775  DESIGNATION -  GROS CAP
 QK0775  PID         -  QK0775
 QK0775  STATE/COUNTY-  MI/MACKINAC
 QK0775  COUNTRY     -  US
 QK0775  USGS QUAD   -  MORAN (2017)
 QK0775
 QK0775                         *CURRENT SURVEY CONTROL
 QK0775  ______________________________________________________________________
 QK0775* NAD 83(1994) POSITION- 45 52 57.75106(N) 084 50 07.26290(W)   ADJUSTED
 QK0775* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 QK0775  ______________________________________________________________________
 QK0775  GEOID HEIGHT    -        -35.217 (meters)                     GEOID18
 QK0775  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 QK0775  HORZ ORDER      -  FIRST
 QK0775
 QK0775.The horizontal coordinates were established by classical geodetic methods
 QK0775.and adjusted by the National Geodetic Survey in February 1997.
 QK0775
 QK0775.The orthometric height was scaled from a topographic map.
 QK0775
 QK0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0775.GEOID18 height accuracy estimate available here.
 QK0775
 QK0775.Click photographs - Photos may exist for this station.
 QK0775
 QK0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0775
 QK0775. The following values were computed from the NAD 83(1994) position.
 QK0775
 QK0775;                    North         East     Units Scale Factor Converg.
 QK0775;SPC MI N     -   124,483.345 8,168,001.737   MT  0.99992738   +1 33 52.5
 QK0775;SPC MI N     -   408,409.92 26,797,905.96   iFT  0.99992738   +1 33 52.5
 QK0775;UTM  16      - 5,083,294.169   667,966.430   MT  0.99994685   +1 33 15.8
 QK0775
 QK0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0775!SPC MI N     -   0.99997072  x   0.99992738  =   0.99989811
 QK0775!UTM  16      -   0.99997072  x   0.99994685  =   0.99991758
 QK0775
 QK0775:                Primary Azimuth Mark                     Grid Az
 QK0775:SPC MI N     -  GROS CAP AZ MK                           152 41 07.6
 QK0775:UTM  16      -  GROS CAP AZ MK                           152 41 44.3
 QK0775
 QK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6796683294(NAD 83)
 QK0775
 QK0775|---------------------------------------------------------------------|
 QK0775| PID    Reference Object                     Distance      Geod. Az  |
 QK0775|                                                           dddmmss.s |
 QK0775| QK0735 ST IGNACE TELEPHONE CO MAST         APPROX. 9.9 KM 1083301.3 |
 QK0775| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.10.9 KM 1292842.3 |
 QK0775| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.11.5 KM 1341618.0 |
 QK0775| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.14.0 KM 1520749.9 |
 QK0775| QK0281 GROS CAP AZ MK                                     1541500.1 |
 QK0775| CH1215 GROS CAP RM 3                        11.110 METERS 21532     |
 QK0775| CH1213 GROS CAP RM 1                         0.125 METERS 22924     |
 QK0775| QK0792 WAUGOSHANCE LH                      APPROX.22.6 KM 2420336.3 |
 QK0775| CH1214 GROS CAP RM 2                        15.615 METERS 30932     |
 QK0775|---------------------------------------------------------------------|
 QK0775
 QK0775                          SUPERSEDED SURVEY CONTROL
 QK0775
 QK0775  NAD 83(1986)-  45 52 57.74428(N)    084 50 07.26178(W) AD(       ) 1
 QK0775  NAD 27      -  45 52 57.70071(N)    084 50 07.06589(W) AD(       ) 1
 QK0775  USSD        -  45 52 58.39400(N)    084 50 06.27900(W) AD(       ) 3
 QK0775
 QK0775.Superseded values are not recommended for survey control.
 QK0775
 QK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0775.See file dsdata.pdf to determine how the superseded data were derived.
 QK0775
 QK0775_MARKER: B = BOLT
 QK0775_SETTING: 66 = SET IN ROCK OUTCROP
 QK0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0775+STABILITY: POSITION/ELEVATION WELL
 QK0775
 QK0775  HISTORY     - Date     Condition        Report By
 QK0775  HISTORY     - 1851     MONUMENTED       USLS
 QK0775  HISTORY     - 1902     GOOD             USLS
 QK0775  HISTORY     - 1949     GOOD             USLS
 QK0775  HISTORY     - 1965     GOOD             CGS
 QK0775  HISTORY     - 1975     GOOD             MIDH
 QK0775  HISTORY     - 19950702 GOOD             USPSQD
 QK0775
 QK0775                          STATION DESCRIPTION
 QK0775
 QK0775'DESCRIBED BY US LAKE SURVEY 1902
 QK0775'ON NORTH SHORE OF STRAITS OF MACKINAC, ABOUT 2 MILES NORTHEAST OF ST.
 QK0775'HELENA ISLAND, 1 MILE NORTHWEST OF GROS CAP, AT TOP OF STEEP WOODED
 QK0775'BLUFF ABOUT 325 FEET EAST OF 15-FOOT ROADWAY RUNNING NORTH-AND-SOUTH
 QK0775'AT THIS POINT.  MARKED BY 40- FOOT POLE IN HOLE IN LIMESTONE 15 INCHES
 QK0775'SQUARE AND 2-1/2 FEET DEEP.  NEAR CENTER OF THIS HOLE SPIKE WAS DRIVEN
 QK0775'INTO LIMESTONE CREVICE.  IN 1902, TWO REFERENCE MARKS, CONCRETE
 QK0775'MONUMENTS MARKED U.S. 1902, WERE ESTABLISHED, ONE 36.5 FEET FROM
 QK0775'STATION, ON LINE TO ST.  HELENA LIGHTHOUSE, AND BEARING S. 35 DEG 32
 QK0775'MIN W., AND ANOTHER 332 FEET FROM STATION, ON WEST SIDE OF ROADWAY AT
 QK0775'FOOT OF BLUFF, AND BEARING S.  54 DEG 45 MIN W.
 QK0775
 QK0775                          STATION RECOVERY (1949)
 QK0775
 QK0775'RECOVERY NOTE BY US LAKE SURVEY 1949
 QK0775'STATION RECOVERED IN GOOD CONDITION.  LOCATED 95 FT. W OF THE
 QK0775'CENTERLINE OF U.S.  HIGHWAY 2, 44 FT. FROM THE EDGE OF A BLUFF.
 QK0775'MARKED WITH A SPIKE, SET INTO THE BOTTOM OF A 15-IN. SQUARE 2 FT. DEEP
 QK0775'HOLE IN A LIMESTONE ROCK.  SURFACE MONUMENT IS A 7-IN. CEDAR POST WITH
 QK0775'A THREE-SIDED TOP, PROJECTING 4 FT. ABOVE GROUND, AND INSCRIBED WITH A
 QK0775'5-IN. TRIANGLE AND THE LETTERS USLS.
 QK0775'
 QK0775'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE BOTTOM OF THE SAME
 QK0775'HOLE AS THE STATION MARK, 0.41 FT. SW OF THE STATION.
 QK0775'
 QK0775'REFERENCE MONUMENT 2 IS A BRONZE DISK, IN THE TOP OF A 12-IN.
 QK0775'CONCRETE MONUMENT PROJECTING 12 IN. ABOVE GROUND SURFACE, BEARS (TRUE)
 QK0775'N 50 DEG 25 MIN W, 51.2 FT.  FROM THE STATION.
 QK0775'
 QK0775'REFERENCE MONUMENT 3 IS THE CENTER OF A 12- BY 12-IN. CONCRETE
 QK0775'MONUMENT INSCRIBED US 1902, PROJECTING 3 IN. ABOVE GROUND, BEARS
 QK0775'(TRUE) S 35 DEG 32 MIN W, 36.4 FT. FROM THE STATION.
 QK0775'
 QK0775'NAIL IN A BLAZED 10-IN. MAPLE TREE BEARS S 44 DEG 16 MIN E, 28.5 FT.
 QK0775'FROM THE STATION.
 QK0775'
 QK0775'NAIL IN A BLAZED 12-IN. CEDAR TREE BEARS S 84 DEG 14 MIN W, 25.5 FT.
 QK0775'FROM THE STATION.
 QK0775'
 QK0775'TO REACH FROM THE RAILWAY STATION IN ST. IGNACE, PROCEED W ALONG U.S.
 QK0775'HIGHWAY 2 FOR 7.2 MI., THEN GO W ACROSS A SMALL CLEARING FOR 95 FT. TO
 QK0775'THE STATION.
 QK0775
 QK0775                          STATION RECOVERY (1965)
 QK0775
 QK0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0775'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 QK0775'CONDITION.  THE DISTANCES TO ALL THE MARKS CHECKED.  NO PREVIOUS
 QK0775'DIRECTIONS WERE AVAILABLE THEREFORE THE DIRECTION COULD NOT BE
 QK0775'CHECKED.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 QK0775'
 QK0775'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0775'
 QK0775'STATION IS ABOUT 2 MILES NORTHEAST OF ST. HELENA ISLAND, 5 MILES
 QK0775'WEST-NORTHWEST OF ST. IGNACE AND ON STATE PROPERTY.
 QK0775'
 QK0775'TO REACH FROM WHERE U.S. HIGHWAY 2 PASSES OVER INTERSTATE HIGHWAY 75
 QK0775'JUST NORTH OF THE STRAITS OF MACKINAC BRIDGE, GO WEST AND NORTHWEST ON
 QK0775'U.S. HIGHWAY 2 FOR 5.8 MILES TO THE BEACH HAVEN CABINS AND THE AZIMUTH
 QK0775'MARK ON THE RIGHT.  CONTINUE NORTHWEST ON HIGHWAY 2 FOR 0.35 MILE TO
 QK0775'THE STATION ON THE LEFT ABOUT 200 FEET SOUTHEAST OF AN ENTRANCE TO A
 QK0775'ROADSIDE PARK.
 QK0775'
 QK0775'STATION MARK IS A 3/4 INCH IRON BOLT WEDGED IN CREVICE IN A FLAT ROCK
 QK0775'2 FEET BELOW THE SURFACE OF THE GROUND.  IT IS 22 FEET SOUTH OF A 12
 QK0775'INCH BIRCH TREE, 33 FEET WEST OF A 12 INCH BIRCH TREE, 55 FEET SOUTH
 QK0775'WEST OF A 13 INCH BIRCH TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 QK0775'SIDE.  AND 97 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2.
 QK0775'
 QK0775'REFERENCE MARK NO. 1, IS A LAKE SURVEY DISK CEMENTED IN A DRILL HOLE
 QK0775'IN THE SAME FLAT ROCK THAT THE STATION IS IN.  IT IS STAMPED GROS CAP
 QK0775'1851 AND IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 QK0775'
 QK0775'REFERENCE MARK NO. 2, IS A LAKE SURVEY DISK STAMPED GROS CAP 1851, IS
 QK0775'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 13 INCHES.  IT IS 2
 QK0775'FEET NORTH OF A 10 INCH BIRCH TREE AND 20 FEET SOUTHWEST OF A 12 INCH
 QK0775'MAPLE TREE.
 QK0775'
 QK0775'REFERENCE MARK NO. 3 IS A CROSS CHISLED IN THE TOP OF A 12 X 12 INCH
 QK0775'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND HAS US 1902
 QK0775'INSCRIBED ON THE TOP.  IT IS 12 FEET NORTHEAST OF THE EDGE OF A BLUFF
 QK0775'AND 12 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE.
 QK0775'
 QK0775'AZIMUTH MARK, A STANDARD DISK STAMPED GROS CAP USLS 1965, IS SET IN A
 QK0775'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 QK0775'IT IS 4 FEET NORTHEAST OF A METAL WITNESS POST, 46 FEET NORTHEAST OF
 QK0775'THE CENTERLINE OF U.S. HIGHWAY 2 AND 47 FEET SOUTHEAST OF THE CENTER
 QK0775'OF A DRIVEWAY.
 QK0775'
 QK0775'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 QK0775
 QK0775                          STATION RECOVERY (1975)
 QK0775
 QK0775'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (MAC)
 QK0775'STATION RECOVERED GOOD.
 QK0775'
 QK0775'STATION RECOVERED AS DESCRIBED, OTHER MARKS RECOVERED AS DESCRIBED
 QK0775'ALSO.
 QK0775'
 QK0775'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES WEST OF
 QK0775'ST. IGNACE.
 QK0775
 QK0775                          STATION RECOVERY (1995)
 QK0775
 QK0775'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0281 ***********************************************************************
 QK0281  DESIGNATION -  GROS CAP AZ MK
 QK0281  PID         -  QK0281
 QK0281  STATE/COUNTY-  MI/MACKINAC
 QK0281  COUNTRY     -  US
 QK0281  USGS QUAD   -  MORAN (2017)
 QK0281
 QK0281                         *CURRENT SURVEY CONTROL
 QK0281  ______________________________________________________________________
 QK0281* NAD 83(1986) POSITION- 45 52 50.     (N) 084 50 02.     (W)   SCALED
 QK0281* NAVD 88 ORTHO HEIGHT -   218.658 (meters)      717.38  (feet) ADJUSTED
 QK0281  ______________________________________________________________________
 QK0281  GEOID HEIGHT    -        -35.220 (meters)                     GEOID18
 QK0281  DYNAMIC HEIGHT  -        218.668 (meters)      717.41  (feet) COMP
 QK0281  MODELED GRAVITY -    980,656.2   (mgal)                       NAVD 88
 QK0281
 QK0281  VERT ORDER      -  FIRST     CLASS 0
 QK0281
 QK0281.The horizontal coordinates were scaled from a map and have
 QK0281.an estimated accuracy of +/- 6 seconds.
 QK0281
 QK0281.The orthometric height was determined by differential leveling and
 QK0281.adjusted by the NATIONAL GEODETIC SURVEY
 QK0281.in June 1991.
 QK0281
 QK0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0281.GEOID18 height accuracy estimate available here.
 QK0281
 QK0281.Click photographs - Photos may exist for this station.
 QK0281
 QK0281.The dynamic height is computed by dividing the NAVD 88
 QK0281.geopotential number by the normal gravity value computed on the
 QK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0281.degrees latitude (g = 980.6199 gals.).
 QK0281
 QK0281.The modeled gravity was interpolated from observed gravity values.
 QK0281
 QK0281;                    North         East    Units  Estimated Accuracy
 QK0281;SPC MI N     -   124,250.    8,168,120.      MT  (+/- 180 meters Scaled)
 QK0281
 QK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR680830(NAD 83)
 QK0281
 QK0281                          SUPERSEDED SURVEY CONTROL
 QK0281
 QK0281  NGVD 29 (??/??/92)  218.703  (m)          717.53   (f) ADJ UNCH    1 0
 QK0281
 QK0281.Superseded values are not recommended for survey control.
 QK0281
 QK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0281.See file dsdata.pdf to determine how the superseded data were derived.
 QK0281
 QK0281_MARKER: DZ = AZIMUTH MARK DISK
 QK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0281_STAMPING: GROS CAP USLS 1965
 QK0281_MARK LOGO: CGS
 QK0281_PROJECTION: FLUSH
 QK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0281+STABILITY: SURFACE MOTION
 QK0281
 QK0281  HISTORY     - Date     Condition        Report By
 QK0281  HISTORY     - 1965     MONUMENTED       CGS
 QK0281  HISTORY     - 1972     GOOD             NGS
 QK0281  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0281
 QK0281                          STATION DESCRIPTION
 QK0281
 QK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0281'5.8 MI NW FROM ST IGNACE.
 QK0281'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I 75
 QK0281'UNDERPASS AT ST. IGNACE, IN THE LAWN OF THE BIRCH HAVEN MOTEL,
 QK0281'46 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 QK0281'SOUTH OF THE CENTER LINE OF THE NORTH ONE OF 3 DRIVES TO THE
 QK0281'MOTEL, 68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 QK0281'NORTH DRIVEWAY, 3.9 FEET NORTHEAST OF A METAL WITNESS POST,
 QK0281'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QK0281'POST FLUSH WITH THE LEVEL OF THE GROUND.
 QK0281
 QK0281                          STATION RECOVERY (1995)
 QK0281
 QK0281'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1404 ***********************************************************************
 NE1404  DESIGNATION -  GROSSE ILE PKWY LSC
 NE1404  PID         -  NE1404
 NE1404  STATE/COUNTY-  MI/WAYNE
 NE1404  COUNTRY     -  US
 NE1404  USGS QUAD   -  WYANDOTTE (2017)
 NE1404
 NE1404                         *CURRENT SURVEY CONTROL
 NE1404  ______________________________________________________________________
 NE1404* NAD 83(1994) POSITION- 42 07 38.41063(N) 083 10 22.45265(W)   ADJUSTED
 NE1404* NAVD 88 ORTHO HEIGHT -   180.5   (meters)      592.    (feet) VERTCON3
 NE1404  ______________________________________________________________________
 NE1404  GEOID HEIGHT    -        -34.839 (meters)                     GEOID18
 NE1404  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 NE1404  HORZ ORDER      -  SECOND
 NE1404
 NE1404.The horizontal coordinates were established by classical geodetic methods
 NE1404.and adjusted by the National Geodetic Survey in February 1997.
 NE1404
 NE1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1404
 NE1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1404.GEOID18 height accuracy estimate available here.
 NE1404
 NE1404.Click photographs - Photos may exist for this station.
 NE1404
 NE1404.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1404
 NE1404. The following values were computed from the NAD 83(1994) position.
 NE1404
 NE1404;                    North         East     Units Scale Factor Converg.
 NE1404;SPC MI S     -    70,383.713 4,098,702.823   MT  0.99999364   +0 48 44.6
 NE1404;SPC MI S     -   230,917.69 13,447,187.74   iFT  0.99999364   +0 48 44.6
 NE1404;UTM  17      - 4,666,199.374   320,400.128   MT  0.99999691   -1 27 28.5
 NE1404
 NE1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1404!SPC MI S     -   0.99997715  x   0.99999364  =   0.99997079
 NE1404!UTM  17      -   0.99997715  x   0.99999691  =   0.99997406
 NE1404
 NE1404:                Primary Azimuth Mark                     Grid Az
 NE1404:SPC MI S     -  SENIOR                                   352 40 19.2
 NE1404:UTM  17      -  SENIOR                                   354 56 32.3
 NE1404
 NE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2040066199(NAD 83)
 NE1404
 NE1404|---------------------------------------------------------------------|
 NE1404| PID    Reference Object                     Distance      Geod. Az  |
 NE1404|                                                           dddmmss.s |
 NE1404| NE1403 GROSSE ILE PKWY 1974 RM1             21.233 METERS 09240     |
 NE1404| NE1391 TRENTON DETEDI SOUTH STACK          APPROX. 0.9 KM 2264029.5 |
 NE1404| NE1392 TRENTON DETEDI NORTH STACK          APPROX. 0.9 KM 2314725.8 |
 NE1404| NE1393 TRENTON DETEDI NORTH CHIMNEY        APPROX. 0.8 KM 2375100.2 |
 NE1404| NE1410 TREN ELIZ PK BLDG CE GABLE          485.623 METERS 3182834.6 |
 NE1404| NE1409 TREN CH RM 114 COE                  APPROX. 0.6 KM 3353116.2 |
 NE1404| NE1412 TRENTON VALLEY DIST STACK           APPROX. 2.5 KM 3442132.5 |
 NE1404| NE1406 SENIOR                              APPROX. 1.7 KM 3532903.8 |
 NE1404| NE1405 TREN MOBIL GAS DOCK SIGNPOST        APPROX. 1.6 KM 3535931.8 |
 NE1404|---------------------------------------------------------------------|
 NE1404
 NE1404                          SUPERSEDED SURVEY CONTROL
 NE1404
 NE1404  NAD 83(1986)-  42 07 38.41990(N)    083 10 22.47921(W) AD(       ) 2
 NE1404  NAD 27      -  42 07 38.27853(N)    083 10 22.74952(W) AD(       ) 2
 NE1404  NGVD 29 (07/19/86)  180.7    (m)          593.     (f) VERT ANG       
 NE1404
 NE1404.Superseded values are not recommended for survey control.
 NE1404
 NE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1404.See file dsdata.pdf to determine how the superseded data were derived.
 NE1404
 NE1404
 NE1404  HISTORY     - Date     Condition        Report By
 NE1404  HISTORY     - 1974     MONUMENTED       USLS
 NE1404  HISTORY     - 20200318 MARK NOT FOUND   MCA
 NE1404
 NE1404                          STATION DESCRIPTION
 NE1404
 NE1404'DESCRIBED BY US LAKE SURVEY 1974 (WAB)
 NE1404'STATION IS LOCATED ABOUT 17 MILES SSW OF DOWNTOWN DETROIT ON
 NE1404'THE ISLAND OF GROSSE ILE.  NEAR THE EASTERN FOUNDATION OF THE
 NE1404'LOWER BRIDGE TO GROSSE ILE AND OVERLOOKING THE TRENTON CHANNEL
 NE1404'ARM OF THE LOWER DETROIT RIVER.
 NE1404'
 NE1404'TO REACH THE STATION FROM DOWNTOWN DETROIT, PROCEED SSW ON
 NE1404'W. JEFFERSON AVENUE FOR ABOUT 19 MILES TO TRENTON, MICHIGAN.  TURN
 NE1404'LEFT (EAST) AT THE INTERSECTION WITH THE GROSSE ILE PARKWAY AT
 NE1404'ELIZABETH PARK AND PROCEED OVER THE BRIDGE TO GROSSE ILE AND
 NE1404'THE STATION ON THE NORTHERN SIDEWALK JUST PAST THE EASTERN
 NE1404'BRIDGE FOUNDATION.  STATION MARK IS A STANDARD USC AND GS DISK
 NE1404'STAMPED GROSSE ILE PKWY LSC 1974 AND IS SET FLUSH IN THE
 NE1404'SIDEWALK ADJACENT TO THE PARKWAY, 6.63 M FROM THE EASTERN END OF
 NE1404'THE BRIDGE, 1.24 M FROM THE CURBS EDGE AND 0.34 M FROM THE
 NE1404'EDGE OF THE SIDEWALK.  REFERENCE MARK NO 1 IS A STANDARD NGS
 NE1404'DISK STAMPED GROSSE ILE PKWY NO 1 LSC 1974 SET FLUSH IN THE SAME
 NE1404'SIDEWALK 21.236 M ESE OF THE STATION MARK, 1.21 M FROM THE
 NE1404'CURBS EDGE, 0.36 M FROM THE EDGE OF THE SIDEWALK AND 1.9 M
 NE1404'EAST OF A DRAIN SEWER.  NO OTHER RMS WERE---FOR THIS MARK.
 NE1404'
 NE1404'TRIG/WATER SURFACE ELEVATION OF MARK--180.7 METERS
 NE1404'(29 DATUM).
 NE1404'
 NE1404'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 NE1404
 NE1404                          STATION RECOVERY (2020)
 NE1404
 NE1404'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 NE1404'THE DISK IS MISSING, BUT THE DRILL HOLE IN THE SIDEWALK STILL REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0741 ***********************************************************************
 QK0741  DESIGNATION -  GROSSE POINT
 QK0741  PID         -  QK0741
 QK0741  STATE/COUNTY-  MI/MACKINAC
 QK0741  COUNTRY     -  US
 QK0741  USGS QUAD   -  EVERGREEN SHORES (2017)
 QK0741
 QK0741                         *CURRENT SURVEY CONTROL
 QK0741  ______________________________________________________________________
 QK0741* NAD 83(1994) POSITION- 45 58 22.28308(N) 084 41 06.15979(W)   ADJUSTED
 QK0741* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QK0741  ______________________________________________________________________
 QK0741  GEOID HEIGHT    -        -35.509 (meters)                     GEOID18
 QK0741  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 QK0741  HORZ ORDER      -  FIRST
 QK0741
 QK0741.The horizontal coordinates were established by classical geodetic methods
 QK0741.and adjusted by the National Geodetic Survey in February 1997.
 QK0741
 QK0741.The orthometric height was scaled from a topographic map.
 QK0741
 QK0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0741.GEOID18 height accuracy estimate available here.
 QK0741
 QK0741.Click photographs - Photos may exist for this station.
 QK0741
 QK0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0741
 QK0741. The following values were computed from the NAD 83(1994) position.
 QK0741
 QK0741;                    North         East     Units Scale Factor Converg.
 QK0741;SPC MI N     -   134,827.821 8,179,371.489   MT  0.99991763   +1 40 23.6
 QK0741;SPC MI N     -   442,348.49 26,835,208.30   iFT  0.99991763   +1 40 23.6
 QK0741;UTM  16      - 5,093,637.307   679,338.409   MT  0.99999540   +1 39 53.7
 QK0741
 QK0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0741!SPC MI N     -   0.99997783  x   0.99991763  =   0.99989546
 QK0741!UTM  16      -   0.99997783  x   0.99999540  =   0.99997323
 QK0741
 QK0741:                Primary Azimuth Mark                     Grid Az
 QK0741:SPC MI N     -  CHARLES                                  359 14 04.7
 QK0741:UTM  16      -  CHARLES                                  359 14 34.6
 QK0741
 QK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7933893637(NAD 83)
 QK0741
 QK0741|---------------------------------------------------------------------|
 QK0741| PID    Reference Object                     Distance      Geod. Az  |
 QK0741|                                                           dddmmss.s |
 QK0741| RJ1108 CHARLES                             APPROX. 3.6 KM 0005428.3 |
 QK0741|---------------------------------------------------------------------|
 QK0741
 QK0741                          SUPERSEDED SURVEY CONTROL
 QK0741
 QK0741  NAD 83(1986)-  45 58 22.27594(N)    084 41 06.15777(W) AD(       ) 1
 QK0741  NAD 27      -  45 58 22.23200(N)    084 41 05.98200(W) AD(       ) 1
 QK0741
 QK0741.Superseded values are not recommended for survey control.
 QK0741
 QK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0741.See file dsdata.pdf to determine how the superseded data were derived.
 QK0741
 QK0741_MARKER: S = SPIKE
 QK0741_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0741
 QK0741  HISTORY     - Date     Condition        Report By
 QK0741  HISTORY     - 1918     MONUMENTED       USLS
 QK0741
 QK0741                          STATION DESCRIPTION
 QK0741
 QK0741'DESCRIBED BY US LAKE SURVEY 1918
 QK0741'ABOUT 8 MILES NORTH OF ST. IGNACE, ON END OF GROSSE POINT, ON BANK OF
 QK0741'GRAVEL IN TIMBER LINE, ABOUT
 QK0741'100 FEET FROM WATERS EDGE, 25.3 FEET S. 73 DEG 54 MIN E. FROM 6-INCH
 QK0741'CEDAR TREE, AND 175.4 FEET S. 45 DEG
 QK0741'30 MIN E. FROM 12-INCH SPRUCE TREE.  MARKED BY
 QK0741'SPIKE IN MASS OF CONCRETE, FLUSH WITH SURFACE OF
 QK0741'GROUND, AND MARKED U.S. 18.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1118 ***********************************************************************
 NE1118  DESIGNATION -  GROSSE POINTE DCS
 NE1118  PID         -  NE1118
 NE1118  STATE/COUNTY-  MI/WAYNE
 NE1118  COUNTRY     -  US
 NE1118  USGS QUAD   -  GROSSE POINTE (2017)
 NE1118
 NE1118                         *CURRENT SURVEY CONTROL
 NE1118  ______________________________________________________________________
 NE1118* NAD 83(1994) POSITION- 42 23 26.67028(N) 082 54 09.46532(W)   ADJUSTED
 NE1118* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 NE1118  ______________________________________________________________________
 NE1118  GEOID HEIGHT    -        -34.618 (meters)                     GEOID18
 NE1118  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 NE1118  HORZ ORDER      -  SECOND
 NE1118
 NE1118.The horizontal coordinates were established by classical geodetic methods
 NE1118.and adjusted by the National Geodetic Survey in February 1997.
 NE1118
 NE1118.The orthometric height was scaled from a topographic map.
 NE1118
 NE1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1118.GEOID18 height accuracy estimate available here.
 NE1118
 NE1118.Click photographs - Photos may exist for this station.
 NE1118
 NE1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1118
 NE1118. The following values were computed from the NAD 83(1994) position.
 NE1118
 NE1118;                    North         East     Units Scale Factor Converg.
 NE1118;SPC MI S     -    99,989.678 4,120,538.879   MT  0.99994385   +0 59 46.8
 NE1118;SPC MI S     -   328,050.12 13,518,828.34   iFT  0.99994385   +0 59 46.8
 NE1118;UTM  17      - 4,694,914.681   343,393.756   MT  0.99990176   -1 16 58.7
 NE1118
 NE1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1118!SPC MI S     -   0.99997691  x   0.99994385  =   0.99992076
 NE1118!UTM  17      -   0.99997691  x   0.99990176  =   0.99987867
 NE1118
 NE1118:                Primary Azimuth Mark                     Grid Az
 NE1118:SPC MI S     -  SAVARINE                                 240 20 30.9
 NE1118:UTM  17      -  SAVARINE                                 242 37 16.4
 NE1118
 NE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4339394914(NAD 83)
 NE1118
 NE1118|---------------------------------------------------------------------|
 NE1118| PID    Reference Object                     Distance      Geod. Az  |
 NE1118|                                                           dddmmss.s |
 NE1118| NE1108 SAVARINE                            APPROX. 4.6 KM 2412017.7 |
 NE1118|---------------------------------------------------------------------|
 NE1118
 NE1118                          SUPERSEDED SURVEY CONTROL
 NE1118
 NE1118  NAD 83(1986)-  42 23 26.67749(N)    082 54 09.49923(W) AD(       ) 2
 NE1118  NAD 27      -  42 23 26.54127(N)    082 54 09.79542(W) AD(       ) 2
 NE1118
 NE1118.Superseded values are not recommended for survey control.
 NE1118
 NE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1118.See file dsdata.pdf to determine how the superseded data were derived.
 NE1118
 NE1118_MARKER: 82 = FINIAL
 NE1118
 NE1118  HISTORY     - Date     Condition        Report By
 NE1118  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1118  HISTORY     - 1960     GOOD             CGS
 NE1118
 NE1118                          STATION DESCRIPTION
 NE1118
 NE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE1118'STATION IS THE FINIAL OF THE BELFREY TOWER OF GROSSE POINTE OF HIGH
 NE1118'SCHOOL BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1277 ***********************************************************************
 NF1277  DESIGNATION -  GROSTICK
 NF1277  PID         -  NF1277
 NF1277  STATE/COUNTY-  MI/LIVINGSTON
 NF1277  COUNTRY     -  US
 NF1277  USGS QUAD   -  PARKERS CORNERS (2017)
 NF1277
 NF1277                         *CURRENT SURVEY CONTROL
 NF1277  ______________________________________________________________________
 NF1277* NAD 83(1994) POSITION- 42 36 49.39390(N) 084 07 10.13262(W)   ADJUSTED
 NF1277* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 NF1277  ______________________________________________________________________
 NF1277  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 NF1277  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 NF1277  HORZ ORDER      -  FIRST
 NF1277
 NF1277.The horizontal coordinates were established by classical geodetic methods
 NF1277.and adjusted by the National Geodetic Survey in February 1997.
 NF1277
 NF1277.The orthometric height was scaled from a topographic map.
 NF1277
 NF1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1277.GEOID18 height accuracy estimate available here.
 NF1277
 NF1277.Click photographs - Photos may exist for this station.
 NF1277
 NF1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1277
 NF1277. The following values were computed from the NAD 83(1994) position.
 NF1277
 NF1277;                    North         East     Units Scale Factor Converg.
 NF1277;SPC MI S     -   123,738.813 4,020,279.844   MT  0.99991803   +0 10 05.6
 NF1277;SPC MI S     -   405,967.23 13,189,894.50   iFT  0.99991803   +0 10 05.6
 NF1277;UTM  16      - 4,721,943.316   736,260.166   MT  1.00028680   +1 57 04.2
 NF1277
 NF1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1277!SPC MI S     -   0.99996086  x   0.99991803  =   0.99987889
 NF1277!UTM  16      -   0.99996086  x   1.00028680  =   1.00024765
 NF1277
 NF1277:                Primary Azimuth Mark                     Grid Az
 NF1277:SPC MI S     -  GROSTICK AZ MK                           273 22 57.9
 NF1277:UTM  16      -  GROSTICK AZ MK                           271 35 59.3
 NF1277
 NF1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3626021943(NAD 83)
 NF1277
 NF1277|---------------------------------------------------------------------|
 NF1277| PID    Reference Object                     Distance      Geod. Az  |
 NF1277|                                                           dddmmss.s |
 NF1277| NF1276 GROSTICK 2                           50.229 METERS 01641     |
 NF1277| NF1275 FOWLERVILLE WATER TANK              APPROX. 6.4 KM 0344023.4 |
 NF1277| CH0251 GROSTICK RM 1                                      08107     |
 NF1277| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.12.2 KM 1042347.0 |
 NF1277| CH0250 GROSTICK AZ MK                                     2733303.5 |
 NF1277| CH0252 GROSTICK RM 2                                      34928     |
 NF1277|---------------------------------------------------------------------|
 NF1277
 NF1277                          SUPERSEDED SURVEY CONTROL
 NF1277
 NF1277  NAD 83(1986)-  42 36 49.39420(N)    084 07 10.15486(W) AD(       ) 1
 NF1277  NAD 27      -  42 36 49.25938(N)    084 07 10.29543(W) AD(       ) 1
 NF1277
 NF1277.Superseded values are not recommended for survey control.
 NF1277
 NF1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1277.See file dsdata.pdf to determine how the superseded data were derived.
 NF1277
 NF1277_MARKER: DS = TRIANGULATION STATION DISK
 NF1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1277_STAMPING: GROSTICK 1932
 NF1277_MARK LOGO: CGS
 NF1277_PROJECTION: RECESSED 30 CENTIMETERS
 NF1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1277+STABILITY: SURFACE MOTION
 NF1277
 NF1277  HISTORY     - Date     Condition        Report By
 NF1277  HISTORY     - 1932     MONUMENTED       CGS
 NF1277  HISTORY     - 1948     GOOD             CGS
 NF1277  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NF1277  HISTORY     - 20061219 MARK NOT FOUND   INDIV
 NF1277
 NF1277                          STATION DESCRIPTION
 NF1277
 NF1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1277'ABOUT 3 MILES SOUTH AND 2-1/2 MILES WEST OF FOWLERVILLE, 3-1/2 MILES
 NF1277'SOUTH AND 2-1/2 MILES EAST OF WEBBERVILLE, 1-1/4 MILES EAST OF
 NF1277'INGHAM-LIVINGSTON COUNTY LINE, ON NORTHERN POINT OF LOCALLY PROMINENT
 NF1277'HILL, ON LAND OWNED AND OCCUPIED BY HENRY GROSTICK, 80 FEET SOUTH OF
 NF1277'CENTER LINE OF EAST-AND-WEST SECTION-LINE GRAVEL ROAD, AND ABOUT 200
 NF1277'FEET SOUTH OF HOUSE ON NORTH SIDE OF THE ROAD.  ROAD GOES THROUGH DEEP
 NF1277'CUT AT THIS POINT AND STATION IS ABOUT 20 FEET HIGHER THAN ROAD.
 NF1277'STATION POSSIBLEY MAY BE MOVED AT SOME TIME IN FUTURE TO GET GRAVEL
 NF1277'OUT OF HILL.
 NF1277'
 NF1277'TO REACH FROM TRAFFIC LIGHT IN WEBBERVILLE, GO EAST 1.2 MILES ON U.S.
 NF1277'ROUTE 16 TO CROSSROADS, TURN RIGHT (SOUTH), GO 2-1/4 MILES TO
 NF1277'T-INTERSECTION, TURN LEFT (EAST), GO 3.0 MILES, TURN RIGHT (SOUTH),
 NF1277'GO 1.5 MILES TO T-INTERSECTION, TURN LEFT (EAST), AND GO 1.1 MILES TO
 NF1277'STATION SITE OPPOSITE WHITE HOUSE.
 NF1277'
 NF1277'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 NF1277'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 12 INCHES BELOW SURFACE.
 NF1277'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 NF1277'NOTE 11A.
 NF1277'
 NF1277'NO. 1 PROJECTS 8 INCHES, 1 FOOT EAST OF NORTH-AND SOUTH FENCE LINE, 17
 NF1277'FEET WEST OF CENTER LINE OF FARM ROAD, 18 FEET SOUTH OF NORTHEAST
 NF1277'CORNER OF FIELD, 45 FEET SOUTH OF ROAD, AND 166.47 FEET (SLOPE) FROM
 NF1277'STATION IN AZIMUTH 261 DEG 06 MIN.
 NF1277'
 NF1277'NO. 2 PROJECTS 6 INCHES, IS IN SOUTHWEST CORNER OF FRONT YARD, 42 FEET
 NF1277'NORTH OF CENTER LINE OF ROAD, 13 FEET NORTH OF WEST END OF STONE
 NF1277'RETAINING WALL, 3 FEET EAST OF SOUTHEAST CORNER POST OF GARDEN, AND
 NF1277'121.26 FEET (SLOPE) FROM STATION IN AZIMUTH 169 DEG 28 MIN.
 NF1277'
 NF1277'AZIMUTH MARK PROJECTS 7 INCHES, IS 20 FEET NORTH OF CENTER LINE OF
 NF1277'ROAD, 10 FEET EAST OF MAPLE TREE, 2 FEET SOUTH OF NORTH RIGHT-OF-WAY
 NF1277'FENCE, AND APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 93 DEG 33
 NF1277'MIN 06 SEC.  AZIMUTH FROM STATION TO MICHIGAN STATE SANITORIUM, WATER
 NF1277'TANK, IS 284 DEG 23 MIN 50 SEC.
 NF1277
 NF1277                          STATION RECOVERY (1948)
 NF1277
 NF1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 NF1277'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 NF1277'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE WAY TO REACH THE
 NF1277'STATION.  WHERE IT SAID TURN LEFT (E), GO 3.0 MILES.  IT SHOULD READ -
 NF1277'TURN LEFT (E), GO 0.3 MILE.
 NF1277'
 NF1277'DUE TO THE OPENING OF A GRAVEL PIT THIS STATION WAS DESTROYED AFTER
 NF1277'STATION GROSTICK 2 WAS ESTABLISHED.  R.M.S 1 AND 2 AND THE AZIMUTH
 NF1277'MARK WERE USED AS REFERENCE MARKS TO THE NEW STATION.
 NF1277'
 NF1277'TRIANGULATION STATION DISK STAMPED GROSTICK 1932 RECEIVED 9/29/48.
 NF1277
 NF1277                          STATION RECOVERY (1995)
 NF1277
 NF1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1277'MARK NOT FOUND.
 NF1277
 NF1277                          STATION RECOVERY (2006)
 NF1277
 NF1277'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DWR)
 NF1277'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF1276 ***********************************************************************
 NF1276  DESIGNATION -  GROSTICK 2
 NF1276  PID         -  NF1276
 NF1276  STATE/COUNTY-  MI/LIVINGSTON
 NF1276  COUNTRY     -  US
 NF1276  USGS QUAD   -  PARKERS CORNERS (2017)
 NF1276
 NF1276                         *CURRENT SURVEY CONTROL
 NF1276  ______________________________________________________________________
 NF1276* NAD 83(1994) POSITION- 42 36 50.95323(N) 084 07 09.50012(W)   ADJUSTED
 NF1276* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 NF1276  ______________________________________________________________________
 NF1276  GEOID HEIGHT    -        -33.283 (meters)                     GEOID18
 NF1276  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 NF1276  HORZ ORDER      -  FIRST
 NF1276
 NF1276.The horizontal coordinates were established by classical geodetic methods
 NF1276.and adjusted by the National Geodetic Survey in February 1997.
 NF1276
 NF1276.The orthometric height was scaled from a topographic map.
 NF1276
 NF1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF1276.GEOID18 height accuracy estimate available here.
 NF1276
 NF1276.Click photographs - Photos may exist for this station.
 NF1276
 NF1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF1276
 NF1276. The following values were computed from the NAD 83(1994) position.
 NF1276
 NF1276;                    North         East     Units Scale Factor Converg.
 NF1276;SPC MI S     -   123,786.968 4,020,294.117   MT  0.99991799   +0 10 06.0
 NF1276;SPC MI S     -   406,125.22 13,189,941.33   iFT  0.99991799   +0 10 06.0
 NF1276;UTM  16      - 4,721,991.909   736,272.939   MT  1.00028688   +1 57 04.7
 NF1276
 NF1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1276!SPC MI S     -   0.99995961  x   0.99991799  =   0.99987760
 NF1276!UTM  16      -   0.99995961  x   1.00028688  =   1.00024648
 NF1276
 NF1276:                Primary Azimuth Mark                     Grid Az
 NF1276:SPC MI S     -  GROSTICK AZ MK                           267 45 08.8
 NF1276:UTM  16      -  GROSTICK AZ MK                           265 58 10.1
 NF1276
 NF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3627221991(NAD 83)
 NF1276
 NF1276|---------------------------------------------------------------------|
 NF1276| PID    Reference Object                     Distance      Geod. Az  |
 NF1276|                                                           dddmmss.s |
 NF1276| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.12.2 KM 1043752.8 |
 NF1276| CH0251 GROSTICK RM 1                        53.508 METERS 13902     |
 NF1276| NF1277 GROSTICK                             50.229 METERS 19641     |
 NF1276| CH0252 GROSTICK RM 2                        24.327 METERS 24016     |
 NF1276| CH0250 GROSTICK AZ MK                                     2675514.8 |
 NF1276|---------------------------------------------------------------------|
 NF1276
 NF1276                          SUPERSEDED SURVEY CONTROL
 NF1276
 NF1276  NAD 83(1986)-  42 36 50.95351(N)    084 07 09.52236(W) AD(       ) 1
 NF1276  NAD 27      -  42 36 50.82900(N)    084 07 09.69300(W) AD(       ) 1
 NF1276
 NF1276.Superseded values are not recommended for survey control.
 NF1276
 NF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1276.See file dsdata.pdf to determine how the superseded data were derived.
 NF1276
 NF1276_MARKER: DS = TRIANGULATION STATION DISK
 NF1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1276_STAMPING: GROSTICK 2 1948
 NF1276_MARK LOGO: CGS
 NF1276_PROJECTION: RECESSED 20 CENTIMETERS
 NF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1276+STABILITY: SURFACE MOTION
 NF1276
 NF1276  HISTORY     - Date     Condition        Report By
 NF1276  HISTORY     - 1948     MONUMENTED       CGS
 NF1276  HISTORY     - 1970     GOOD             USGS
 NF1276  HISTORY     - 1971     GOOD             NGS
 NF1276  HISTORY     - 1981     GOOD             MIDH
 NF1276  HISTORY     - 19950429 GOOD             USPSQD
 NF1276
 NF1276                          STATION DESCRIPTION
 NF1276
 NF1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 NF1276'STATION IS LOCATED ABOUT 5 MILES SW OF FOWLERVILLE, 5 MILES SE OF
 NF1276'WEBBERVILLE.  1.3 MILES E OF INGHAM-LIVINGSTON COUNTY LINE, AND IN THE
 NF1276'FRONT LAWN OF HENRY GROSTICKS FARMHOUSE.  IT IS 83 FEET N OF THE
 NF1276'CENTER OF THE ROAD, 32 FEET SE OF THE SW CORNER OF THE HOUSE, 24 FEET
 NF1276'W OF THE CENTER OF THE DRIVEWAY, AND 15 FEET SE OF THE SE CORNER OF
 NF1276'THE PORCH.
 NF1276'
 NF1276'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 NF1276'CONCRETE.  SURFACE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 NF1276'GROUND AND THE DISK IS STAMPED GROSTICK 2 1948.
 NF1276'
 NF1276'R.M. 1 IS 178.70 FEET SE OF THE STATION, 50 FEET S OF THE CENTER OF
 NF1276'THE ROAD, AND 25 FEET SW OF THE CENTER OF THE GATE.  IT IS A BRONZE
 NF1276'REFERENCE DISK SET IN CONCRETE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 NF1276'THE DISK IS STAMPED GROSTICK NO 1 1932.  (NOTE ARROW ON DISK IS
 NF1276'POINTING TO THE OLD STATION LOCATION.)
 NF1276'
 NF1276'R.M. 2 IS 79.84 FEET SW OF THE STATION, IN THE SW CORNER OF THE YARD,
 NF1276'66 FEET SW OF THE SW CORNER OF THE HOUSE, 42 FEET N OF THE CENTER OF
 NF1276'THE ROAD, AND 15 FEET NW OF A TELEPHONE POLE.  IT IS A BRONZE
 NF1276'REFERENCE DISK SET IN CONCRETE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 NF1276'THE DISK IS STAMPED GROSTICK NO 2 1948 (ARROW POINTS TO THE OLD
 NF1276'STATION.)
 NF1276'
 NF1276'AZIMUTH MARK IS 0.25 MILE W OF THE STATION, ON THE N SIDE OF THE ROAD,
 NF1276'27 FEET N OF THE CENTER OF THE ROAD, 10 FEET E OF AN 18-INCH MAPLE
 NF1276'TREE, AND 1 FOOT S OF A WHITE WOODEN WITNESS POST.  IT IS A BRONZE
 NF1276'AZIMUTH DISK SET IN CONCRETE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 NF1276'THE DISK IS STAMPED GROSTICK 1932.
 NF1276'
 NF1276'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 NF1276'IN FOWLERVILLE, GO W ON U.S. HIGHWAY 16 FOR 2.1 MILES TO NICHOLSON
 NF1276'ROAD, TURN LEFT ON NICHOLSON ROAD AND GO S 3.5 MILES TO SARGENT ROAD,
 NF1276'TURN RIGHT ON SARGENT ROAD AND GO W 0.4 MILE TO THE GROSTICK FARMHOUSE
 NF1276'ON THE RIGHT AND STATION AS DESCRIBED.  CONTINUE W ON SARGENT ROAD FOR
 NF1276'0.25 MILE AND THE AZIMUTH MARK AS DESCRIBED.
 NF1276'
 NF1276'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NF1276
 NF1276                          STATION RECOVERY (1970)
 NF1276
 NF1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NF1276'GROSTICK 2 AND RMS FOUND IN GOOD CONDITION AS DESCRIBED.  AZI MK NOT
 NF1276'FOUND.  MEASUREMENTS CHECKED OK EXCEPT RM 1 WHICH MEASURED 176.50 FT.
 NF1276'
 NF1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MI SW OF
 NF1276'FOWLERVILLE.
 NF1276
 NF1276                          STATION RECOVERY (1971)
 NF1276
 NF1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NF1276'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NF1276'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 NF1276'MILEAGE TO THE AZIMUTH MARK WAS FOUND TO BE IN ERROR BY 0.1 MILE.  THE
 NF1276'DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO
 NF1276'REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 NF1276'SHORTER BY 3.15 FEET.  THE MARK WAS FOUND AS DESCRIBED AND THE
 NF1276'DIFFERENCE IS THOUGHT TO HAVE BEEN AN ERROR IN THE ORIGINAL
 NF1276'MEASUREMENT.  A NEW DESCRIPTION FOLLOWS-
 NF1276'
 NF1276'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WEBBERVILLE, ON THE
 NF1276'FRONT LAWN OF PROPERTY NOW OWNED BY MR. GROSTICK BUT UP FOR SALE, 83
 NF1276'FEET NORTH OF THE CENTERLINE OF ROAD, 15 FEET SOUTHEAST OF THE
 NF1276'SOUTHEAST CORNER OF HOUSE, 37 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 NF1276'OF A CONCRETE PORCH, 12 FEET NORTHEAST OF AN 18 INCH TREE, 16 FEET
 NF1276'SOUTHWEST WEST OF A 14 INCH TREE AND 24 FEET WEST OF THE CENTERLINE OF
 NF1276'A DRIVEWAY.  THE MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK IS
 NF1276'STAMPED GROSTICK 2 1948.  (NOTE 1A 7A)
 NF1276'
 NF1276'TO REACH THE STATION FROM THE INTERSECTION OF W GRAND RIVER RD.  AND
 NF1276'NICHOLSON RD.  (2 MILES WEST OF FOWLERSVILLE), GO SOUTH ON NICHOLSON
 NF1276'RD. FOR 3.5 MILES TO THE INTERSECTION OF SARGENT RD.  TURN RIGHT AND
 NF1276'GO WEST ON SARGENT RD. FOR 0.4 MILE TO THE STATION ON THE RIGHT,
 NF1276'CONTINUE WEST ON THE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 NF1276'RIGHT.
 NF1276'
 NF1276'REFERENCE MARK 1 IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20
 NF1276'FEET WEST OF THE CENTERLINE OF A FIELD ROAD AND 1 FOOT NORTH OF A
 NF1276'METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 NF1276'STAMPED GROSTICK NO 1 1932.
 NF1276'
 NF1276'REFERENCE MARK 2 IS 42 FEET SOUTHWEST OF A 20 INCH TREE, 63 FEET
 NF1276'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH AND 42 FEET NORTH OF
 NF1276'THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE
 NF1276'DISK IS STAMPED GROSTICK NO 2 1932.
 NF1276'
 NF1276'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11
 NF1276'FEET EAST OF A 14 INCH MAPLE TREE, 6 FEET SOUTH OF A FENCE AND 1 FOOT
 NF1276'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND
 NF1276'THE DISK IS STAMPED GROSTICK 1932 AZIMUTH.  NOTE-IT SHOULD BE NOTED
 NF1276'THAT THE ARROWS ON THE REFERENCE MARKS POINT IN THE DIRECTION OF THE
 NF1276'ORIGINAL STATION.
 NF1276'
 NF1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 NF1276'SOUTHWEST OF FOWLERSVILLE
 NF1276'
 NF1276'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1276
 NF1276                          STATION RECOVERY (1981)
 NF1276
 NF1276'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NF1276'STATION AND REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 NF1276'DESCRIBED.  THE STATION IS IN THE FRONT YARD OF HOUSE NUMBER 10444
 NF1276'SARGENT ROAD.
 NF1276
 NF1276                          STATION RECOVERY (1995)
 NF1276
 NF1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1505 ***********************************************************************
 NE1505  DESIGNATION -  GROVELAND RESET
 NE1505  PID         -  NE1505
 NE1505  STATE/COUNTY-  MI/OAKLAND
 NE1505  COUNTRY     -  US
 NE1505  USGS QUAD   -  DAVISBURG (2017)
 NE1505
 NE1505                         *CURRENT SURVEY CONTROL
 NE1505  ______________________________________________________________________
 NE1505* NAD 83(2011) POSITION- 42 51 35.07563(N) 083 30 59.76771(W)   ADJUSTED
 NE1505* NAD 83(2011) ELLIP HT-   252.766 (meters)        (06/27/12)   ADJUSTED
 NE1505* NAD 83(2011) EPOCH   -  2010.00
 NE1505* NAVD 88 ORTHO HEIGHT -   286.9   (meters)      941.    (feet) GPS OBS
 NE1505  ______________________________________________________________________
 NE1505  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NE1505  GEOID HEIGHT    -         -34.04 (meters)                     GEOID93
 NE1505  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 NE1505  NAD 83(2011) X  -    528,754.287 (meters)                     COMP
 NE1505  NAD 83(2011) Y  - -4,652,803.075 (meters)                     COMP
 NE1505  NAD 83(2011) Z  -  4,316,265.243 (meters)                     COMP
 NE1505  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 NE1505
 NE1505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE1505  Standards:
 NE1505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE1505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE1505  -------------------------------------------------------------------
 NE1505  NETWORK    1.34   1.29           0.60   0.48   0.66     -0.02151982
 NE1505  -------------------------------------------------------------------
 NE1505  Click here for local accuracies and other accuracy information.
 NE1505
 NE1505.The horizontal coordinates were established by GPS observations
 NE1505.and adjusted by the National Geodetic Survey in June 2012.
 NE1505
 NE1505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE1505.been affixed to the stable North American tectonic plate. See 
 NE1505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE1505
 NE1505.The horizontal coordinates are valid at the epoch date displayed above
 NE1505.which is a decimal equivalence of Year/Month/Day.
 NE1505
 NE1505.The orthometric height was determined by GPS observations and a
 NE1505.high-resolution geoid model.
 NE1505
 NE1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1505.GEOID18 height accuracy estimate available here.
 NE1505
 NE1505.Click photographs - Photos may exist for this station.
 NE1505
 NE1505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1505
 NE1505.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1505
 NE1505.The ellipsoidal height was determined by GPS observations
 NE1505.and is referenced to NAD 83.
 NE1505
 NE1505. The following values were computed from the NAD 83(2011) position.
 NE1505
 NE1505;                    North         East     Units Scale Factor Converg.
 NE1505;SPC MI S     -   151,387.367 4,069,464.892   MT  0.99990698   +0 34 42.6
 NE1505;SPC MI S     -   496,677.71 13,351,262.77   iFT  0.99990698   +0 34 42.6
 NE1505;UTM  17      - 4,748,311.993   294,404.919   MT  1.00012004   -1 42 44.7
 NE1505
 NE1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1505!SPC MI S     -   0.99996036  x   0.99990698  =   0.99986734
 NE1505!UTM  17      -   0.99996036  x   1.00012004  =   1.00008040
 NE1505
 NE1505:                Primary Azimuth Mark                     Grid Az
 NE1505:SPC MI S     -  GROVELAND AZ MK                          085 05 20.2
 NE1505:UTM  17      -  GROVELAND AZ MK                          087 22 47.5
 NE1505
 NE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9440448311(NAD 83)
 NE1505
 NE1505|---------------------------------------------------------------------|
 NE1505| PID    Reference Object                     Distance      Geod. Az  |
 NE1505|                                                           dddmmss.s |
 NE1505| CH0253 GROVELAND AZ MK                                    0854002.8 |
 NE1505| CH0254 GROVELAND RM 1                       27.736 METERS 13806     |
 NE1505| NE1504 TT 28 S                              35.171 METERS 35802     |
 NE1505|---------------------------------------------------------------------|
 NE1505
 NE1505                          SUPERSEDED SURVEY CONTROL
 NE1505
 NE1505  NAD 83(2007)-  42 51 35.07548(N)    083 30 59.76840(W) AD(2002.00) 0
 NE1505  ELLIP H (02/10/07)  252.775  (m)                       GP(2002.00)    
 NE1505  ELLIP H (07/12/02)  252.808  (m)                       GP(       ) 4 1
 NE1505  NAD 83(1994)-  42 51 35.07511(N)    083 30 59.77007(W) AD(       ) 1
 NE1505  ELLIP H (02/03/97)  252.840  (m)                       GP(       ) 4 1
 NE1505  NAD 83(1986)-  42 51 35.07670(N)    083 30 59.80062(W) AD(       ) 1
 NE1505  NAD 27      -  42 51 34.97787(N)    083 30 59.98998(W) AD(       ) 1
 NE1505
 NE1505.Superseded values are not recommended for survey control.
 NE1505
 NE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1505.See file dsdata.pdf to determine how the superseded data were derived.
 NE1505
 NE1505_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1505_STAMPING: GROVELAND 1943
 NE1505_MARK LOGO: NGS
 NE1505_PROJECTION: FLUSH
 NE1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1505+STABILITY: SURFACE MOTION
 NE1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1505+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1505
 NE1505  HISTORY     - Date     Condition        Report By
 NE1505  HISTORY     - 19820802 MONUMENTED       NGS
 NE1505  HISTORY     - 19931017 GOOD             WADTRI
 NE1505  HISTORY     - 20000808 GOOD             WOOLPT
 NE1505  HISTORY     - 20060314 GOOD             INDIV
 NE1505
 NE1505                          STATION DESCRIPTION
 NE1505
 NE1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RLR)
 NE1505'THE STATION MARK, REFERENCE MARK 1, TT 28 S USGS WHICH WAS USED AS
 NE1505'REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED. AT
 NE1505'THIS TIME THE PROPERTY OWNER REQUESTED THAT THE STATION MARK BE
 NE1505'LOWERED SO HE CAN MOW OVER IT.  THE SURFACE DISK POINT WAS HELD AND
 NE1505'CHECKED AGAINST THE UNDERGROUND DISK AND WAS FOUND TO BE TRUE, SO THE
 NE1505'SURFACE DISK WAS LOWERED TO BE FLUSH WITH THE GROUND AT THIS TIME. IT
 NE1505'28 S USGS DISTANCE AND DIRECTION COULD NOT BE CHECKED AT THIS TIME DUE
 NE1505'TO A FLOWER MOUND BUILT UP ON LINE BETWEEN THE TWO MARKS.
 NE1505'
 NE1505'STATION IS
 NE1505'LOCATED IN QUAD 42O834, ABOUT 20.1 KM (12.50 MI) SOUTH-SOUTHWEST OF
 NE1505'DAVISON AND ON LAND OWNED BY MR. D TITSWORTH.  IT IS IN THE SOUTHEAST
 NE1505'1/4 OF SECTION 4, T-5-N, R-8-E, GROVELAND TOWNSHIP. TO REACH FROM THE
 NE1505'JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE HIGHWAY 15, (EXIT 145 OFF
 NE1505'OF I-69) JUST SOUTH OF DAVISION, GO SOUTH ON HIGHWAY 15 FOR 6.75 MILES
 NE1505'(10.86 KM) TO A SIGNAL LIGHT IN THE SMALL VILLAGE OF GOODRICH.
 NE1505'CONTINUE SOUTH ON HIGHWAY 15 FOR 2.45 MILES (3.94 KM) TO THE OAKLAND -
 NE1505'LAPEER COUNTY LINE.  CONTINUE SOUTH ON HIGHWAY 15 FOR 1.05 MILES (1.69
 NE1505'KM) TO A T-ROAD RIGHT, (GROVELAND ROAD).  TURN RIGHT AND GO WEST ON
 NE1505'GROVELAND ROAD FOR 1.6 MILES (2.6 KM) TO A CROSSROAD, (JOSSMAN RD) AND
 NE1505'THE END OF PAVEMENT. CONTINUE WEST ON GROVELAND ROAD FOR 1.25 MILES
 NE1505'(2.01 KM) TO A T-ROAD LEFT, (BARRON RD) AND THE STATION SOUTH OF
 NE1505'GROVELAND RD AND WEST OF BARRON ROAD,  25.6 M (84.0 FT) SOUTH OF THE
 NE1505'APPROXIMATE CENTER OF GROVELAND ROAD, 9.3 M (30.5 FT) WEST OF BARRON
 NE1505'ROAD AND 8.84 M (29.00 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 NE1505'DRIVEWAY. TT 28 S USGS 1943 IS 9.75 M (31.99 FT) NORTH OF THE
 NE1505'APPROXIMATE CENTER OF GROVELAND ROAD, 3.05 M (10.01 FT) WEST FROM THE
 NE1505'APPROXIMATE CENTER OF A GRAVEL ROAD AND 0.305 M (1.001 FT) SOUTH OF A
 NE1505'WITNESS POST. THE AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION
 NE1505'MARK, GROUND TO GROUND. THERE WAS NO SUITABLE LOCATION FOR A NEW
 NE1505'AZIMUTH MARK. RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR -
 NE1505'MICHIGAN.
 NE1505
 NE1505                          STATION RECOVERY (1993)
 NE1505
 NE1505'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1505'RECOVERED AS DESCRIBED.
 NE1505
 NE1505                          STATION RECOVERY (2000)
 NE1505
 NE1505'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE1505'RECOVERED IN GOOD CONDITION.
 NE1505
 NE1505                          STATION RECOVERY (2006)
 NE1505
 NE1505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1505'FOUND IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE1308 ***********************************************************************
 NE1308  DESIGNATION -  GROVEN
 NE1308  PID         -  NE1308
 NE1308  STATE/COUNTY-  MI/OAKLAND
 NE1308  COUNTRY     -  US
 NE1308  USGS QUAD   -  ORTONVILLE (2017)
 NE1308
 NE1308                         *CURRENT SURVEY CONTROL
 NE1308  ______________________________________________________________________
 NE1308* NAD 83(1994) POSITION- 42 46 00.27227(N) 083 25 04.69913(W)   ADJUSTED
 NE1308* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 NE1308  ______________________________________________________________________
 NE1308  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 NE1308  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 NE1308  HORZ ORDER      -  FIRST
 NE1308
 NE1308.The horizontal coordinates were established by classical geodetic methods
 NE1308.and adjusted by the National Geodetic Survey in February 1997.
 NE1308
 NE1308.The orthometric height was scaled from a topographic map.
 NE1308
 NE1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1308.GEOID18 height accuracy estimate available here.
 NE1308
 NE1308.Click photographs - Photos may exist for this station.
 NE1308
 NE1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE1308
 NE1308. The following values were computed from the NAD 83(1994) position.
 NE1308
 NE1308;                    North         East     Units Scale Factor Converg.
 NE1308;SPC MI S     -   141,143.683 4,077,640.751   MT  0.99990900   +0 38 44.2
 NE1308;SPC MI S     -   463,069.83 13,378,086.45   iFT  0.99990900   +0 38 44.2
 NE1308;UTM  17      - 4,737,747.844   302,166.541   MT  1.00008153   -1 38 32.5
 NE1308
 NE1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1308!SPC MI S     -   0.99994800  x   0.99990900  =   0.99985700
 NE1308!UTM  17      -   0.99994800  x   1.00008153  =   1.00002952
 NE1308
 NE1308:                Primary Azimuth Mark                     Grid Az
 NE1308:SPC MI S     -  GROVEN AZ MK                             338 14 33.3
 NE1308:UTM  17      -  GROVEN AZ MK                             340 31 50.0
 NE1308
 NE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0216637747(NAD 83)
 NE1308
 NE1308|---------------------------------------------------------------------|
 NE1308| PID    Reference Object                     Distance      Geod. Az  |
 NE1308|                                                           dddmmss.s |
 NE1308| CH0257 GROVEN RM 2                                        21124     |
 NE1308| CH0255 GROVEN AZ MK                                       3385317.5 |
 NE1308| CH0256 GROVEN RM 1                          21.579 METERS 34723     |
 NE1308|---------------------------------------------------------------------|
 NE1308
 NE1308                          SUPERSEDED SURVEY CONTROL
 NE1308
 NE1308  NAD 83(1986)-  42 46 00.27374(N)    083 25 04.73080(W) AD(       ) 1
 NE1308  NAD 27      -  42 46 00.16600(N)    083 25 04.93800(W) AD(       ) 1
 NE1308
 NE1308.Superseded values are not recommended for survey control.
 NE1308
 NE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1308.See file dsdata.pdf to determine how the superseded data were derived.
 NE1308
 NE1308_MARKER: DS = TRIANGULATION STATION DISK
 NE1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1308_STAMPING: GROVEN 1943
 NE1308_MARK LOGO: CGS
 NE1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1308+STABILITY: SURFACE MOTION
 NE1308
 NE1308  HISTORY     - Date     Condition        Report By
 NE1308  HISTORY     - 1943     MONUMENTED       CGS
 NE1308  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1308  HISTORY     - 1980     GOOD             MIDH
 NE1308
 NE1308                          STATION DESCRIPTION
 NE1308
 NE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1308'THE STATION IS LOCATED ABOUT 2 MILES N OF THE SMALL VILLAGE OF
 NE1308'CLARKSVILLE ON THE W EDGE OF A GROUP OF HIGH SAND HILLS.  IT IS ON THE
 NE1308'PROPERTY OF F. H. GROVEN, 0.1 MILE E OF STATE HIGHWAY 15, 2.2 FEET SW
 NE1308'OF A REFERENCE POST.  THE DISK IS STAMPED GROVEN 1943.
 NE1308'
 NE1308'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NE1308'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1308'
 NE1308'REFERENCE MARK 1 IS 70.80 FEET N OF THE STATION, 11.8 FEET NW OF A
 NE1308'TRIANGULAR-BLAZED 6-INCH CHOKE CHERRY TREE.  THE MARK IS ABOUT 4 FEET
 NE1308'LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED GROVEN
 NE1308'NO 1 1943.
 NE1308'
 NE1308'REFERENCE MARK 2 IS 156.69 FEET (SLOPE) SW OF THE STATION, 13 FEET W
 NE1308'OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE, 7.3 FEET N OF AN E-W STONE
 NE1308'WALL.  THE MARK IS ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION
 NE1308'MARK.  THE DISK IS STAMPED GROVEN NO 2 1943.
 NE1308'
 NE1308'THE AZIMUTH MARK IS 0.4 MILE NW OF THE STATION, 42.8 FEET N OF WILLIAM
 NE1308'HALLS MAILBOX, 21 FEET W OF THE CENTER LINE OF STATE HIGHWAY 15, 6
 NE1308'FEET SE OF A 4-FOOT ELM TREE, 4.2 FEET N OF A REFERENCE POST.  THE
 NE1308'DISK IS STAMPED GROVEN 1943.
 NE1308'
 NE1308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND GRANGE
 NE1308'HALL ROAD AT THE W EDGE OF THE SMALL VILLAGE OF ORTONVILLE, GO S ON
 NE1308'STATE HIGHWAY 15 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 NE1308'CONTINUE S FOR 0.4 MILE TO THE RESIDENCE OF F.H.  GROVEN ON THE LEFT,
 NE1308'HERE TURN LEFT THROUGH GATE AND PASS BETWEEN HOUSE AND BARN AND GO E
 NE1308'ALONG THE N EDGE OF WOODS FOR 0.1 MILE TO THE SUMMIT OF THE FIRST HILL
 NE1308'AND STATION AS DESCRIBED.
 NE1308'
 NE1308'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 NE1308
 NE1308                          STATION RECOVERY (1965)
 NE1308
 NE1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1308'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 NE1308'DESTROYED BY THE CONSTRUCTION OF MRS. THOMAS NEW RESIDENCE.  A SEARCH
 NE1308'FOR THE AZIMUTH MARK WAS MADE, BUT THE WIDENING OF THE HIGHWAY AND AN
 NE1308'ADDITIONAL 10-FOOT SHOULDER BEING ADDED, PROBABLY DESTROYED THE MARK.
 NE1308'REFERENCE MARK 2 WAS RESET IN DIRECT LINE WITH THE STATION AND
 NE1308'ORIGINAL LOCATION OF RM 2.
 NE1308'
 NE1308'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL VILLAGE OF
 NE1308'CLARKSVILLE ON THE WEST EDGE OF A GROUP OF HIGH SAND HILLS.  IT IS ON
 NE1308'THE PROPERTY OF MRS. JOHN G.  THOMAS, 0.1 MILE EAST OF STATE HIGHWAY
 NE1308'15, AT 8860 ORTONVILLE ROAD.
 NE1308'
 NE1308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND GRANGE
 NE1308'HALL ROAD AT THE WEST EDGE OF THE SMALL VILLAGE OF ORTONVILLE, GO
 NE1308'SOUTH ON STATE HIGHWAY 15 FOR 6.5 MILES TO A DRIVEWAY AND MAIL BOX
 NE1308'8860-ORTONVILLE ROAD, ON THE LEFT. TURN LEFT INTO THE DRIVEWAY AND
 NE1308'THEN RIGHT UP GRADE TO THE TOP OF THE RIDGE TO THE THOMAS RESIDENCE
 NE1308'AND THE STATION.
 NE1308'
 NE1308'THE STATION IS 83.7 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 NE1308'PORCH ON THE THOMAS HOUSE., 2.4 FEET WEST OF A 6 X 6 FOOT METAL
 NE1308'BUILDING, AND 17 FEET SOUTH OF A POWER POLE WITH TRANSFORMER.
 NE1308'
 NE1308'REFERENCE MARK NUMBER TWO IS SET IN THE TOP OF A 12 INCH CONCRETE
 NE1308'CYLINDER AND STAMPED GROVEN NO 2 1943 RESET 1965, 77.1 FEET SOUTHWEST
 NE1308'OF STATION.
 NE1308
 NE1308                          STATION RECOVERY (1980)
 NE1308
 NE1308'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1308'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 NE1308'THE AZIMUTH MARK AND REFERENCE MARK 1 HAVE BEEN LOST.  THE DISTANCES
 NE1308'AND DIRECTIONS WERE NOT CHECKED.  THE TO REACH IS ADEQUATE, HOWEVER
 NE1308'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION, THE STATION IS 74.0
 NE1308'FEET SOUTHEAST OF AN 18 INCH OAK TREE AND REFERENCE MARK 2 IS 29.0
 NE1308'FEET SOUTHEAST OF A 20 INCH OAK TREE WHICH IS 15 FEET EAST OF THE
 NE1308'CENTER OF THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AC9532 ***********************************************************************
 AC9532  DESIGNATION -  GRR C
 AC9532  PID         -  AC9532
 AC9532  STATE/COUNTY-  MI/KENT
 AC9532  COUNTRY     -  US
 AC9532  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 AC9532
 AC9532                         *CURRENT SURVEY CONTROL
 AC9532  ______________________________________________________________________
 AC9532* NAD 83(2011) POSITION- 42 52 45.55311(N) 085 30 32.51456(W)   ADJUSTED
 AC9532* NAD 83(2011) ELLIP HT-   205.747 (meters)        (06/27/12)   ADJUSTED
 AC9532* NAD 83(2011) EPOCH   -  2010.00
 AC9532* NAVD 88 ORTHO HEIGHT -   239.4   (meters)      785.    (feet) GPS OBS
 AC9532  ______________________________________________________________________
 AC9532  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC9532  GEOID HEIGHT    -        -33.604 (meters)                     GEOID99
 AC9532  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 AC9532  NAD 83(2011) X  -    366,549.962 (meters)                     COMP
 AC9532  NAD 83(2011) Y  - -4,666,864.102 (meters)                     COMP
 AC9532  NAD 83(2011) Z  -  4,317,827.249 (meters)                     COMP
 AC9532  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 AC9532
 AC9532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9532  Standards:
 AC9532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9532  -------------------------------------------------------------------
 AC9532  NETWORK    1.00   2.94           0.49   0.26   1.50      0.02383697
 AC9532  -------------------------------------------------------------------
 AC9532  Click here for local accuracies and other accuracy information.
 AC9532
 AC9532.This mark is at Gerald R Ford Intl Airport (GRR)
 AC9532
 AC9532.The horizontal coordinates were established by GPS observations
 AC9532.and adjusted by the National Geodetic Survey in June 2012.
 AC9532
 AC9532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9532.been affixed to the stable North American tectonic plate. See 
 AC9532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9532
 AC9532.The horizontal coordinates are valid at the epoch date displayed above
 AC9532.which is a decimal equivalence of Year/Month/Day.
 AC9532
 AC9532.The orthometric height was determined by GPS observations and a
 AC9532.high-resolution geoid model.
 AC9532
 AC9532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9532.GEOID18 height accuracy estimate available here.
 AC9532
 AC9532.Click photographs - Photos may exist for this station.
 AC9532
 AC9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9532
 AC9532.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9532
 AC9532.The ellipsoidal height was determined by GPS observations
 AC9532.and is referenced to NAD 83.
 AC9532
 AC9532. The following values were computed from the NAD 83(2011) position.
 AC9532
 AC9532;                    North         East     Units Scale Factor Converg.
 AC9532;SPC MI S     -   153,844.415 3,906,679.902   MT  0.99990688   -0 46 38.7
 AC9532;SPC MI S     -   504,738.89 12,817,191.28   iFT  0.99990688   -0 46 38.7
 AC9532;UTM  16      - 4,748,491.839   621,764.963   MT  0.99978240   +1 00 52.8
 AC9532
 AC9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9532!SPC MI S     -   0.99996773  x   0.99990688  =   0.99987462
 AC9532!UTM  16      -   0.99996773  x   0.99978240  =   0.99975014
 AC9532
 AC9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2176448491(NAD 83)
 AC9532
 AC9532                          SUPERSEDED SURVEY CONTROL
 AC9532
 AC9532  NAD 83(2007)-  42 52 45.55327(N)    085 30 32.51542(W) AD(2002.00) 0
 AC9532  ELLIP H (02/10/07)  205.766  (m)                       GP(2002.00)    
 AC9532  ELLIP H (07/29/02)  205.766  (m)                       GP(       ) 4 1
 AC9532  NAD 83(1994)-  42 52 45.55318(N)    085 30 32.51587(W) AD(       ) 1
 AC9532  ELLIP H (11/02/00)  205.800  (m)                       GP(       ) 4 1
 AC9532
 AC9532.Superseded values are not recommended for survey control.
 AC9532
 AC9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9532.See file dsdata.pdf to determine how the superseded data were derived.
 AC9532
 AC9532_MARKER: DD = SURVEY DISK
 AC9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9532_STAMPING: GRR C 1981
 AC9532_MARK LOGO: NOS
 AC9532_PROJECTION: FLUSH
 AC9532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9532+STABILITY: SURFACE MOTION
 AC9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9532+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 AC9532
 AC9532  HISTORY     - Date     Condition        Report By
 AC9532  HISTORY     - 1981     MONUMENTED       NOS
 AC9532  HISTORY     - 19880901 GOOD             NGS
 AC9532  HISTORY     - 20000816 GOOD             NGS
 AC9532  HISTORY     - 20160914 MARK NOT FOUND   WOOLPT
 AC9532
 AC9532                          STATION DESCRIPTION
 AC9532
 AC9532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC9532'STATION IS LOCATED AT THE KENT COUNTY INTL AIRPORT NEAR RUNWAY END
 AC9532'26L.  IT IS 25.6 FT (7.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC9532'CONCRETE BASE OF THE ILS-GS (26L) ANTENNA, 23.3 FT (7.1 M) NORTH OF
 AC9532'THE NORTHWEST CORNER OF THE ILS-GS BUILDING, 15.2 FT (4.6 M) EAST OF
 AC9532'THE EAST EDGE OF THE BLACKTOP ROAD TO THE GS SITE.  THE STATION IS A
 AC9532'STANDARD NOS DISK STAMPED GRR C 1981 AND SET IN THE TOP OF A CONCRETE
 AC9532'POST WHICH IS FLUSH WITH THE SURFACE.
 AC9532
 AC9532                          STATION RECOVERY (2000)
 AC9532
 AC9532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AC9532'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AC9532'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT. SOUTHWEST
 AC9532'OF RUNWAY END 26L NEAR THE GLIDE SLOPE, JUST EAST-NORTHEAST OF
 AC9532'THE ASPHALT ROAD LEADING TO THE GLIDE SLOPE AND JUST
 AC9532'NORTH-NORTHWEST OF THE BUILDING.
 AC9532'OWNERSHIP-- KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS,
 AC9532'MI.49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL
 AC9532'OR ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AC9532'FAX (616) 233-6025.
 AC9532'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AC9532'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY
 AC9532'131 AND 44TH STREET (EXIT 79) ABOUT 10.0 KM (6.2 MI) SOUTH OF GRAND
 AC9532'RAPIDS, GO EAST FOR 11.15 KM (6.9 MI) ON 44TH STREET TO A CROSS ROAD
 AC9532'(PATTERSON ROAD).  CONTINUE EAST FOR 1.4  KM (0.85 MI) ON 44TH STREET
 AC9532'(
 AC9532'TURNS INTO AIRPORT ENTRANCE ROAD) TO THE AIRPORT TERMINAL AND
 AC9532'THE OPERATIONS OFFICE UPSTAIRS.
 AC9532'THE DATUM POINT IS THE TOP CENTER OF A STANDARD NOS BRASS SURVEY
 AC9532'DISK STAMPED (GRR C 1981), SET IN TOP OF A 12 INCH ROUND  CONCRETE
 AC9532'POST FLUSH WITH THE GROUND SURFACE.  STATION IS 7.8 M (25.6 FT)
 AC9532'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 AC9532'ILS-GLIDE SLOPE ANTENNA, 7.1 M (23.3 FT) NORTH OF THE NORTHWEST
 AC9532'CORNER OF THE ILS-GLIDE SLOPE BUILDING AND 4.63 M (15.19 FT)  EAST OF
 AC9532'THE EAST EDGE OF THE ASPHALT ROAD LEADING TO THE GLIDE SLOPE.  BY
 AC9532'R. G. HAYES.
 AC9532'NOTE-- THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AC9532'STATION.
 AC9532'
 AC9532
 AC9532                          STATION RECOVERY (2016)
 AC9532
 AC9532'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DMH)
 AC9532'SEARCH LOCATION ESTABLISHED BY RTK-GPS.  DUG HOLE 18 INCHES (46 CM)
 AC9532'DEEP IN GRAVEL PAD AT GLIDESLOPE.  MARK NOT FOUND AND PRESUMED
 AC9532'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AA8104 ***********************************************************************
 AA8104  CBN         -  This is a Cooperative Base Network Control Station.
 AA8104  PACS        -  This is a Primary Airport Control Station.
 AA8104  DESIGNATION -  GRR D
 AA8104  PID         -  AA8104
 AA8104  STATE/COUNTY-  MI/KENT
 AA8104  COUNTRY     -  US
 AA8104  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 AA8104
 AA8104                         *CURRENT SURVEY CONTROL
 AA8104  ______________________________________________________________________
 AA8104* NAD 83(2011) POSITION- 42 52 59.68130(N) 085 32 32.29030(W)   ADJUSTED
 AA8104* NAD 83(2011) ELLIP HT-   205.243 (meters)        (06/27/12)   ADJUSTED
 AA8104* NAD 83(2011) EPOCH   -  2010.00
 AA8104* NAVD 88 ORTHO HEIGHT -   238.85  (meters)      783.6   (feet) GPS OBS
 AA8104  ______________________________________________________________________
 AA8104  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8104  GEOID HEIGHT    -        -33.332 (meters)                     GEOID93
 AA8104  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 AA8104  NAD 83(2011) X  -    363,816.815 (meters)                     COMP
 AA8104  NAD 83(2011) Y  - -4,666,780.014 (meters)                     COMP
 AA8104  NAD 83(2011) Z  -  4,318,146.383 (meters)                     COMP
 AA8104  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AA8104
 AA8104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8104  Standards:
 AA8104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8104  -------------------------------------------------------------------
 AA8104  NETWORK    0.98   2.74           0.48   0.25   1.40     -0.00000000
 AA8104  -------------------------------------------------------------------
 AA8104  Click here for local accuracies and other accuracy information.
 AA8104
 AA8104.This mark is at Gerald R Ford Intl Airport (GRR)
 AA8104
 AA8104.The horizontal coordinates were established by GPS observations
 AA8104.and adjusted by the National Geodetic Survey in June 2012.
 AA8104
 AA8104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8104.been affixed to the stable North American tectonic plate. See 
 AA8104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8104
 AA8104.The horizontal coordinates are valid at the epoch date displayed above
 AA8104.which is a decimal equivalence of Year/Month/Day.
 AA8104
 AA8104.The orthometric height was determined by GPS observations and a
 AA8104.high-resolution geoid model.
 AA8104
 AA8104.GPS derived orthometric heights for airport stations designated as
 AA8104.PACS or SACS are published to 2 decimal places.  This maintains
 AA8104.centimeter relative accuracy between the PACS and SACS.  It does
 AA8104.not indicate centimeter accuracy relative to other marks which are
 AA8104.part of the published vertical control network.
 AA8104
 AA8104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8104.GEOID18 height accuracy estimate available here.
 AA8104
 AA8104.Click photographs - Photos may exist for this station.
 AA8104
 AA8104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8104
 AA8104.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8104
 AA8104.The ellipsoidal height was determined by GPS observations
 AA8104.and is referenced to NAD 83.
 AA8104
 AA8104. The following values were computed from the NAD 83(2011) position.
 AA8104
 AA8104;                    North         East     Units Scale Factor Converg.
 AA8104;SPC MI S     -   154,317.721 3,903,968.244   MT  0.99990688   -0 48 00.2
 AA8104;SPC MI S     -   506,291.74 12,808,294.76   iFT  0.99990688   -0 48 00.2
 AA8104;UTM  16      - 4,748,880.061   619,040.180   MT  0.99977433   +0 59 31.5
 AA8104
 AA8104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8104!SPC MI S     -   0.99996781  x   0.99990688  =   0.99987470
 AA8104!UTM  16      -   0.99996781  x   0.99977433  =   0.99974215
 AA8104
 AA8104:                Primary Azimuth Mark                     Grid Az
 AA8104:SPC MI S     -  GRR F                                    171 22 10.0
 AA8104:UTM  16      -  GRR F                                    169 34 38.3
 AA8104
 AA8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1904048880(NAD 83)
 AA8104
 AA8104|---------------------------------------------------------------------|
 AA8104| PID    Reference Object                     Distance      Geod. Az  |
 AA8104|                                                           dddmmss.s |
 AA8104| DQ7947 GRR F                               APPROX. 0.5 KM 1703409.8 |
 AA8104| AI8346 GRR E                               APPROX. 0.6 KM 1705920.2 |
 AA8104|---------------------------------------------------------------------|
 AA8104
 AA8104                          SUPERSEDED SURVEY CONTROL
 AA8104
 AA8104  NAD 83(2007)-  42 52 59.68146(N)    085 32 32.29116(W) AD(2002.00) 0
 AA8104  ELLIP H (02/10/07)  205.263  (m)                       GP(2002.00)    
 AA8104  ELLIP H (07/12/02)  205.263  (m)                       GP(       ) 4 2
 AA8104  NAD 83(1994)-  42 52 59.68136(N)    085 32 32.29162(W) AD(       ) B
 AA8104  ELLIP H (09/20/95)  205.296  (m)                       GP(       ) 1 2
 AA8104
 AA8104.Superseded values are not recommended for survey control.
 AA8104
 AA8104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8104.See file dsdata.pdf to determine how the superseded data were derived.
 AA8104
 AA8104_MARKER: F = FLANGE-ENCASED ROD
 AA8104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8104_STAMPING: GRR D 1994
 AA8104_MARK LOGO: NGS
 AA8104_PROJECTION: RECESSED 3 CENTIMETERS
 AA8104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8104+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2017
 AA8104_ROD/PIPE-DEPTH: 7.30 meters
 AA8104_SLEEVE-DEPTH  : 1.20 meters
 AA8104
 AA8104  HISTORY     - Date     Condition        Report By
 AA8104  HISTORY     - 1994     MONUMENTED       NGS
 AA8104  HISTORY     - 19980707 GOOD             WADTRI
 AA8104  HISTORY     - 19991009 GOOD             USPSQD
 AA8104  HISTORY     - 20000816 GOOD             NGS
 AA8104  HISTORY     - 20030903 GOOD             INDIV
 AA8104  HISTORY     - 20060921 POOR             GEOCAC
 AA8104  HISTORY     - 20061125 GOOD             GEOCAC
 AA8104  HISTORY     - 20121018 GOOD             WOOLPT
 AA8104  HISTORY     - 20121022 GOOD             WOOLPT
 AA8104  HISTORY     - 20121024 GOOD             PREIN
 AA8104  HISTORY     - 20170623 GOOD             WOOLPT
 AA8104
 AA8104                          STATION DESCRIPTION
 AA8104
 AA8104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8104'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GRAND RAPIDS, AT
 AA8104'THE KENT COUNTY INTERNATIONAL AIRPORT, AT THE WEST END OF THE AIRPORT,
 AA8104'ON THE OUTSIDE OF THE NORTH PERIMETER FENCE, AT GATE 9, IN A GRASS
 AA8104'STRIP BETWEEN THE FENCE AND A PAVED ROAD.  OWNERSHIP--KENT COUNTY
 AA8104'INTERNATIONAL AIRPORT, 5500 44TH STREET SE, GRAND RAPIDS MI 49512.
 AA8104'AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL AND ROY
 AA8104'HAWKINS, PHONE 616-336-4500.  ROY HAWKINS IS FAMILIAR WITH THE SITE.
 AA8104'NO ESCORT REQUIRED TO REACH STATION.  TO REACH FROM THE OVERPASS AT
 AA8104'THE JUNCTION OF U.S.  HIGHWAY 131 AND 44TH STREET (EXIT 79) , ABOUT 10
 AA8104'KM (6.20 MI) SOUTH OF GRAND RAPIDS, GO EAST ON 44TH STREET FOR 11.15
 AA8104'KM (6.90 MI) TO A CROSSROAD, PATTERSON ROAD. CONTINUE EAST FOR 0.22 KM
 AA8104'(0.15 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, FOR 20 M, (65.6 FT) THEN
 AA8104'LEFT, EAST, ON ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE 9 AND THE
 AA8104'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND, AND ROD
 AA8104'IS RECESSED 3 CM BELOW GROUND. STATION IS 11.7 M (38.4 FT) SOUTH OF
 AA8104'THE ROAD CENTER, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE GATE ROAD,
 AA8104'14.2 M (46.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE
 AA8104'PERIMETER FENCE, 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATEPOST, AND
 AA8104'4.1 M (13.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE GRATE.
 AA8104
 AA8104                          STATION RECOVERY (1998)
 AA8104
 AA8104'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 AA8104'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GRAND RAPIDS, AT
 AA8104'THE KENT COUNTY INTERNATIONAL AIRPORT, AT THE WEST END OF THE AIRPORT,
 AA8104'ON THE OUTSIDE OF THE NORTH PERIMETER FENCE, AT GATE 9, IN A GRASS
 AA8104'STRIP BETWEEN THE FENCE AND A PAVED ROAD.  OWNERSHIP--KENT COUNTY
 AA8104'INTERNATIONAL AIRPORT, 5500 44TH STREET SE, GR, MI 49512. AIRPORT
 AA8104'MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL AND ROY HAWKINS, PHONE
 AA8104'616-336-4500.  ROY HAWKINS IS FAMILIAR WITH THE SITE. NO ESCOURT
 AA8104'REQUIRED TO REACH THE STATION.  TO REACH FROM THE OVERPASS AT THE
 AA8104'JUNCTION OF US 131 AND 44TH STREET (EXIT 79) , ABOUT 10 KM (6.20 MI)
 AA8104'SOUTH OF GRAND RAPIDS, GO EAST ON 44TH STREET FOR 11.15 KM (6.90 MI)
 AA8104'TO A CROSS ROAD, PATTERSON ROAD.  CONTINUE EAST FOR 0.22 KM (0.15 MI)
 AA8104'TO A PAVED ROAD RIGHT.  TURN RIGHT, FOR 20 M (65.6 FT) THEN LEFT,
 AA8104'EAST, ON ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE 9 AND THE STATION ON
 AA8104'THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND, AND ROD IS RECESSED
 AA8104'3 CM BELOW GROUND.  STATION IS 11.7 M (38.4 FT) SOUTH OF THE ROAD
 AA8104'CENTER, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE GATE ROAD, 14.2 M
 AA8104'(46.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE PERIMETER
 AA8104'FENCE, 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATEPOST, AND 4.1 M
 AA8104'(13.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE GRATE.
 AA8104
 AA8104                          STATION RECOVERY (1999)
 AA8104
 AA8104'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8104'RECOVERED IN GOOD CONDITION.
 AA8104
 AA8104                          STATION RECOVERY (2000)
 AA8104
 AA8104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 AA8104'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AA8104'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT.  IT IS NEAR THE
 AA8104'WEST END OF THE AIRPORT NORTH OF AND OUTSIDE OF THE NORTH
 AA8104'PERIMETER FENCE IN THE GRASS AREA BETWEEN THE FENCE AND A PAVED
 AA8104'ROAD (ROSS DRIVE), JUST NORTHWEST OF GATE NUMBER 9 AND A 2X2 FOOT
 AA8104'METAL CATCH BASIN GRATE.
 AA8104'OWNERSHIP--KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS, MI
 AA8104'49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL OR
 AA8104'ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AA8104'FAX (616) 233-6025.
 AA8104'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AA8104'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY
 AA8104'131 AND 44TH STREET (EXIT 79) ABOUT 10 KM (6.2 MI) SOUTH OF GRAND
 AA8104'RAPIDS, GO EAST FOR 11.15KM (6.9 MI) ON 44TH STREET TO A CROSSROAD,
 AA8104'PATTERSON ROAD.  CONTINUE EAST FOR 0.22 KM (0.15 MI) TO A PAVED ROAD
 AA8104'RIGHT.  TURN RIGHT FOR ABOUT 20M (65.6 FT), THEN TURN LEFT, EAST, ON
 AA8104'ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE NUMBER 9 AND THE STATION ON
 AA8104'THE
 AA8104'RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND AND THE ROD IS
 AA8104'RECESSED ABOUT 3 CM BELOW GROUND.
 AA8104'THE STATION IS 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATE POST, 16.5
 AA8104'M (54.1 FT) WEST OF THE GATE ROAD CENTER, 14.2 M (46.6 FT) NORTH OF A
 AA8104'FIBERGLASS WITNESS POST SET IN THE FENCE, 11.7 M (38.4 FT) SOUTH OF
 AA8104'THE ROSS ROAD CENTERLINE AND 4.1 M (13.5 FT) OF THE NORTHWEST
 AA8104'CORNER OF THE METAL GRATE.  BY R. G. HAYES
 AA8104'NOTE-- THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION.
 AA8104
 AA8104                          STATION RECOVERY (2003)
 AA8104
 AA8104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 AA8104'WITNESSES TO MARK- NW COR. SEC. 30, T6N, R10W N83D43M20SW
 AA8104'1300.92'(396.52 M)              C/L ACCESS ROAD NORTH 38' (11.6 M)
 AA8104'LIGHT POLE NORTH 108' (33 M)    C/L CATCH BASIN ESE 15' (4.5 M)
 AA8104'8 INCH MAPLE NE 119' (36.3 M)
 AA8104'C/L ROSS DRIVE IS WEST 307' (93.5 M).
 AA8104
 AA8104                          STATION RECOVERY (2006)
 AA8104
 AA8104'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 AA8104'MARKER COVER IS SEVERLY DAMAGED AND NEEDS REPLACING.
 AA8104
 AA8104                          STATION RECOVERY (2006)
 AA8104
 AA8104'RECOVERY NOTE BY GEOCACHING 2006 (TJB)
 AA8104'WITNESS POST IS AT BENCHMARK, NOT IN PERIMETER FENCE.
 AA8104
 AA8104                          STATION RECOVERY (2012)
 AA8104
 AA8104'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 AA8104'RECOVERED IN GOOD CONDITION.
 AA8104
 AA8104                          STATION RECOVERY (2012)
 AA8104
 AA8104'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 AA8104'RECOVERED IN GOOD CONDITION.
 AA8104
 AA8104                          STATION RECOVERY (2012)
 AA8104
 AA8104'RECOVERY NOTE BY PREIN AND NEWHOF 2012 (SB)
 AA8104'RECOVERED IN GOOD CONDITION.
 AA8104
 AA8104                          STATION RECOVERY (2017)
 AA8104
 AA8104'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DMH)
 AA8104'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AA8104'
 AA8104'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 AA8104'CUTLERVILLE, 6.6 MI (10.6 KM) NORTH OF CALEDONIA AND 3.0 MI (4.8 KM)
 AA8104'SOUTHWEST OF CASCADE, AT GERALD R FORD INTERNATIONAL AIRPORT.
 AA8104'OWNERSHIP--KENT COUNTY, 5500 44TH ST. SOUTHEAST, GRAND RAPIDS, MI,
 AA8104'46512.  TELEPHONE 616-213-6000.  THIS MARK IS LOCATED OUTSIDE OF THE
 AA8104'PERIMETER FENCE AND IS ACCESSIBLE WITHOUT ESCORT.
 AA8104'
 AA8104'TO REACH FROM THE INTERSECTION OF STATE ROUTE 6 AND STATE ROUTE 37, GO
 AA8104'NORTHWEST ON ROUTE 37 FOR 0.8 MI (1.3 KM) TO A T-INTERSECTION RIGHT.
 AA8104'TURN RIGHT AND GO NORTHEAST THEN NORTH ON PATTERSON AVENUE SE FOR 1.40
 AA8104'MI (2.25 KM) TO A T-INTERSECTION RIGHT.  TURN RIGHT AND GO EAST THEN
 AA8104'NORTH ON VAN LAAR DRIVE FOR 0.3 MI (0.5 KM) TO A CROSSROAD.  TURN
 AA8104'RIGHT AND GO EAST ON ROSS DRIVE SE FOR 300 FT (91.4 M) TO THE STATION
 AA8104'ON THE RIGHT, JUST BEFORE GATE 26 AND THE CELL PHONE WAITING AREA.
 AA8104'
 AA8104'THE STATION IS A STAINLESS STEEL ROD UNDER A FLANGED LOGO CAP.  CAP IS
 AA8104'FLUSH WITH THE GROUND WITH ROD SET 0.3' BELOW GRADE.  IT IS 88.1 FT
 AA8104'(26.9 M) NORTHEAST OF THE CORNER OF A 8 FT (2.4 M) CHAIN LINK FENCE,
 AA8104'35.5 FT (10.8 M) SOUTH OF THE CENTER OF ROSS DRIVE SOUTHEAST, 15.2 FT
 AA8104'(4.6 M) NORTHWEST OF THE CENTER OF A SQUARE CATCH BASIN AND 0.9 FT (27
 AA8104'CM) NORTH OF A CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED AS
 AA8104'A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 AI8346 ***********************************************************************
 AI8346  DESIGNATION -  GRR E
 AI8346  PID         -  AI8346
 AI8346  STATE/COUNTY-  MI/KENT
 AI8346  COUNTRY     -  US
 AI8346  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 AI8346
 AI8346                         *CURRENT SURVEY CONTROL
 AI8346  ______________________________________________________________________
 AI8346* NAD 83(2011) POSITION- 42 52 40.22260(N) 085 32 28.09454(W)   ADJUSTED
 AI8346* NAD 83(2011) ELLIP HT-   206.720 (meters)        (06/27/12)   ADJUSTED
 AI8346* NAD 83(2011) EPOCH   -  2010.00
 AI8346* NAVD 88 ORTHO HEIGHT -   240.3   (meters)      788.    (feet) GPS OBS
 AI8346  ______________________________________________________________________
 AI8346  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI8346  GEOID HEIGHT    -        -33.591 (meters)                     GEOID99
 AI8346  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 AI8346  NAD 83(2011) X  -    363,943.596 (meters)                     COMP
 AI8346  NAD 83(2011) Y  - -4,667,181.068 (meters)                     COMP
 AI8346  NAD 83(2011) Z  -  4,317,707.369 (meters)                     COMP
 AI8346  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 AI8346
 AI8346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI8346  Standards:
 AI8346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI8346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI8346  -------------------------------------------------------------------
 AI8346  NETWORK    0.99   2.80           0.48   0.26   1.43      0.02213204
 AI8346  -------------------------------------------------------------------
 AI8346  Click here for local accuracies and other accuracy information.
 AI8346
 AI8346.This mark is at Gerald R Ford Intl Airport (GRR)
 AI8346
 AI8346.The horizontal coordinates were established by GPS observations
 AI8346.and adjusted by the National Geodetic Survey in June 2012.
 AI8346
 AI8346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI8346.been affixed to the stable North American tectonic plate. See 
 AI8346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI8346
 AI8346.The horizontal coordinates are valid at the epoch date displayed above
 AI8346.which is a decimal equivalence of Year/Month/Day.
 AI8346
 AI8346.The orthometric height was determined by GPS observations and a
 AI8346.high-resolution geoid model.
 AI8346
 AI8346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8346.GEOID18 height accuracy estimate available here.
 AI8346
 AI8346.Click photographs - Photos may exist for this station.
 AI8346
 AI8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8346
 AI8346.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI8346
 AI8346.The ellipsoidal height was determined by GPS observations
 AI8346.and is referenced to NAD 83.
 AI8346
 AI8346. The following values were computed from the NAD 83(2011) position.
 AI8346
 AI8346;                    North         East     Units Scale Factor Converg.
 AI8346;SPC MI S     -   153,716.042 3,904,055.065   MT  0.99990689   -0 47 57.3
 AI8346;SPC MI S     -   504,317.72 12,808,579.61   iFT  0.99990689   -0 47 57.3
 AI8346;UTM  16      - 4,748,281.471   619,145.761   MT  0.99977464   +0 59 34.0
 AI8346
 AI8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8346!SPC MI S     -   0.99996758  x   0.99990689  =   0.99987448
 AI8346!UTM  16      -   0.99996758  x   0.99977464  =   0.99974223
 AI8346
 AI8346:                Primary Azimuth Mark                     Grid Az
 AI8346:SPC MI S     -  GRR D                                    351 47 20.3
 AI8346:UTM  16      -  GRR D                                    349 59 49.0
 AI8346
 AI8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1914548281(NAD 83)
 AI8346
 AI8346|---------------------------------------------------------------------|
 AI8346| PID    Reference Object                     Distance      Geod. Az  |
 AI8346|                                                           dddmmss.s |
 AI8346| AA8104 GRR D                               APPROX. 0.6 KM 3505923.0 |
 AI8346|---------------------------------------------------------------------|
 AI8346
 AI8346                          SUPERSEDED SURVEY CONTROL
 AI8346
 AI8346  NAD 83(2007)-  42 52 40.22276(N)    085 32 28.09540(W) AD(2002.00) 0
 AI8346  ELLIP H (02/10/07)  206.740  (m)                       GP(2002.00)    
 AI8346  ELLIP H (07/29/02)  206.740  (m)                       GP(       ) 4 1
 AI8346  NAD 83(1994)-  42 52 40.22266(N)    085 32 28.09586(W) AD(       ) 1
 AI8346  ELLIP H (11/02/00)  206.773  (m)                       GP(       ) 4 1
 AI8346
 AI8346.Superseded values are not recommended for survey control.
 AI8346
 AI8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8346.See file dsdata.pdf to determine how the superseded data were derived.
 AI8346
 AI8346_STAMPING: GRR E 2000
 AI8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8346+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AI8346
 AI8346  HISTORY     - Date     Condition        Report By
 AI8346  HISTORY     - 20000801 MONUMENTED       NGS
 AI8346  HISTORY     - 20010313 POOR             NGS
 AI8346  HISTORY     - 20160914 MARK NOT FOUND   WOOLPT
 AI8346
 AI8346                          STATION DESCRIPTION
 AI8346
 AI8346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AI8346'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AI8346'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT.  IT IS NEAR THE
 AI8346'WEST SIDE OF THE AIRPORT NORTHEAST OF RUNWAY END 8R.  NEAR THE
 AI8346'NORTH-NORTHWEST EDGE OF A GRASS MEDIAN SOUTH-SOUTHEAST OF
 AI8346'TAXIWAY DNEAR THE CENTER OF THE HOLDING APRON FOR RUNWAY8R.
 AI8346'SET IN TOP OF AND NEAR THE SOUTH CORNER OF A 3X16X 4 FOOT DEEP
 AI8346'CONCRETE SIGN BASE WITH SIGN READING (OBSERVE NOISE ABATEMENT
 AI8346'PROCEDURES).
 AI8346'OWNERSHIP-- KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS,
 AI8346'MI.49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL
 AI8346'OR ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AI8346'FAX (616) 233-6025.
 AI8346'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AI8346'TO REACH THE AIRPORT TERMINAL FROM THE OVERPASS JUNCTION OF U.S.
 AI8346'HIGHWAY 131 AND 44TH STREET (EXIT 79) ABOUT 10.0 KM (6.2 MI) SOUTH OF
 AI8346'GRAND RAPIDS, GO EAST FOR 11.15 KM (6.9 MI) ON 44TH STREET TO A CROSS
 AI8346'ROAD (PATTERSON ROAD).  CONTINUE EAST FOR 1.4 KM (0.85 MI) ON 44TH
 AI8346'STREET (TURNS INTO AIRPORT ENTRANCE ROAD) TO THE AIRPORT
 AI8346'TERMINAL AND THE OPERATIONS OFFICE UPSTAIRS.
 AI8346'THE DATUM POINT IS THE TOP CENTER OF A STANDARD NGS HORIZONTAL
 AI8346'CONTROL DISK STAMPED ( GRR E 2000).  STATION IS 8.53 M (27.99 FT
 AI8346'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF TAXIWAY D, AND
 AI8346'THE STATION IS ABOUT LEVEL WITH THE TAXIWAY D CENTER AND
 AI8346'PROJECTING 8-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES.
 AI8346'NOTE-- THIS STATION WAS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI8346'STATION.
 AI8346
 AI8346                          STATION RECOVERY (2001)
 AI8346
 AI8346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DAH)
 AI8346'PER TELEPHONE CALL FROM MICHIGAN STATE GEODETIC ADVISOR, THIS STATION
 AI8346'WILL SOON BE DESTROYED BY CONSTRUCTION.
 AI8346
 AI8346                          STATION RECOVERY (2016)
 AI8346
 AI8346'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (DMH)
 AI8346'SEARCH LOCATION ESTABLISHED BY RTK-GPS.  LOCATION FALLS ON CONCRETE
 AI8346'SHOULDER OF TAXIWAY D.  MARK NOT FOUND AND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7947 ***********************************************************************
 DQ7947  SACS        -  This is a Secondary Airport Control Station.
 DQ7947  DESIGNATION -  GRR F
 DQ7947  PID         -  DQ7947
 DQ7947  STATE/COUNTY-  MI/KENT
 DQ7947  COUNTRY     -  US
 DQ7947  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 DQ7947
 DQ7947                         *CURRENT SURVEY CONTROL
 DQ7947  ______________________________________________________________________
 DQ7947* NAD 83(2011) POSITION- 42 52 43.07644(N) 085 32 28.54017(W)   ADJUSTED
 DQ7947* NAD 83(2011) ELLIP HT-   206.297 (meters)        (08/01/17)   ADJUSTED
 DQ7947* NAD 83(2011) EPOCH   -  2010.00
 DQ7947* NAVD 88 ORTHO HEIGHT -   239.91  (meters)      787.1   (feet) GPS OBS
 DQ7947  ______________________________________________________________________
 DQ7947  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7947  GEOID HEIGHT    -        -33.646 (meters)                     GEOID12B
 DQ7947  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 DQ7947  NAD 83(2011) X  -    363,928.830 (meters)                     COMP
 DQ7947  NAD 83(2011) Y  - -4,667,121.801 (meters)                     COMP
 DQ7947  NAD 83(2011) Z  -  4,317,771.617 (meters)                     COMP
 DQ7947  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DQ7947
 DQ7947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7947  Standards:
 DQ7947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7947  -------------------------------------------------------------------
 DQ7947  NETWORK    1.05   2.74           0.51   0.28   1.40     -0.01249844
 DQ7947  -------------------------------------------------------------------
 DQ7947  Click here for local accuracies and other accuracy information.
 DQ7947
 DQ7947.This mark is at Gerald R Ford Intl Airport (GRR)
 DQ7947
 DQ7947.The horizontal coordinates were established by GPS observations
 DQ7947.and adjusted by the WOOLPERT CONSULTANTS in August 2017.
 DQ7947
 DQ7947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7947.been affixed to the stable North American tectonic plate. See 
 DQ7947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7947
 DQ7947.The horizontal coordinates are valid at the epoch date displayed above
 DQ7947.which is a decimal equivalence of Year/Month/Day.
 DQ7947
 DQ7947.The orthometric height was determined by GPS observations and a
 DQ7947.high-resolution geoid model.
 DQ7947
 DQ7947.GPS derived orthometric heights for airport stations designated as
 DQ7947.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7947.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7947.not indicate centimeter accuracy relative to other marks which are
 DQ7947.part of the published vertical control network.
 DQ7947
 DQ7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7947.GEOID18 height accuracy estimate available here.
 DQ7947
 DQ7947.Click photographs - Photos may exist for this station.
 DQ7947
 DQ7947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7947
 DQ7947.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7947
 DQ7947.The ellipsoidal height was determined by GPS observations
 DQ7947.and is referenced to NAD 83.
 DQ7947
 DQ7947. The following values were computed from the NAD 83(2011) position.
 DQ7947
 DQ7947;                    North         East     Units Scale Factor Converg.
 DQ7947;SPC MI S     -   153,804.231 3,904,046.182   MT  0.99990688   -0 47 57.6
 DQ7947;SPC MI S     -   504,607.06 12,808,550.47   iFT  0.99990688   -0 47 57.6
 DQ7947;UTM  16      - 4,748,369.327   619,134.126   MT  0.99977461   +0 59 33.8
 DQ7947
 DQ7947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7947!SPC MI S     -   0.99996765  x   0.99990688  =   0.99987453
 DQ7947!UTM  16      -   0.99996765  x   0.99977461  =   0.99974227
 DQ7947
 DQ7947:                Primary Azimuth Mark                     Grid Az
 DQ7947:SPC MI S     -  GRR D                                    351 22 10.0
 DQ7947:UTM  16      -  GRR D                                    349 34 38.6
 DQ7947
 DQ7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1913448369(NAD 83)
 DQ7947
 DQ7947|---------------------------------------------------------------------|
 DQ7947| PID    Reference Object                     Distance      Geod. Az  |
 DQ7947|                                                           dddmmss.s |
 DQ7947| AA8104 GRR D                               APPROX. 0.5 KM 3503412.4 |
 DQ7947|---------------------------------------------------------------------|
 DQ7947
 DQ7947                          SUPERSEDED SURVEY CONTROL
 DQ7947
 DQ7947.No superseded survey control is available for this station.
 DQ7947
 DQ7947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ7947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7947_STAMPING: GRR F 2017
 DQ7947_MARK LOGO: WOOLPT
 DQ7947_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7947+STABILITY: SURFACE MOTION
 DQ7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7947+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2017
 DQ7947
 DQ7947  HISTORY     - Date     Condition        Report By
 DQ7947  HISTORY     - 20170623 MONUMENTED       WOOLPT
 DQ7947
 DQ7947                          STATION DESCRIPTION
 DQ7947
 DQ7947'DESCRIBED BY WOOLPERT CONSULTANTS 2017 (DMH)
 DQ7947'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF
 DQ7947'CUTLERVILLE, 6.3 MI (10.1 KM) NORTH OF CALEDONIA AND 3.2 MI (5.1 KM)
 DQ7947'SOUTHWEST OF CASCADE, AT GERALD R FORD INTERNATIONAL AIRPORT.
 DQ7947'OWNERSHIP-- KENT COUNTY, 5500 44TH ST SE GRAND RAPIDS, MI, 49512,
 DQ7947'TELEPHONE 616-233-6000.  A SECURITY CLEARANCE IS REQUIRED TO ACCESS
 DQ7947'THIS MARK.
 DQ7947'
 DQ7947'TO REACH FROM THE INTERSECTION OF STATE ROUTE 6 AND STATE ROUTE 37, GO
 DQ7947'NORTHWEST ON ROUTE 37 FOR 0.8 MI (1.3 KM) TO A T-INTERSECTION RIGHT.
 DQ7947'TURN RIGHT AND GO NORTHEAST THEN NORTH ON PATTERSON AVENUE SE FOR 1.40
 DQ7947'MI (2.25 KM) TO A T-INTERSECTION RIGHT.  TURN RIGHT AND GO EAST ON VAN
 DQ7947'LAAR DRIVE FOR 0.15 MI (0.24 KM) TO AN AIRPORT SECURITY GATE ON THE
 DQ7947'RIGHT (GATE 30).  WITH SECURITY CLEARANCE TURN RIGHT AND PROCEED SOUTH
 DQ7947'THROUGH THE GATE AND MAKE AN IMMEDIATE LEFT ONTO THE AIRPORT PERIMETER
 DQ7947'ROAD.  GO EAST ON THE PERIMETER ROAD FOR 180 FT (54.9 M) TO A
 DQ7947'T-INTERSECTION RIGHT.  TURN RIGHT AND GO SOUTH ON THE PERIMETER ROAD
 DQ7947'FOR 0.20 MI (0.32 KM) TO A T-INTERSECTION RIGHT AND LEFT.  TURN LEFT
 DQ7947'AND WITH CLEARANCE FROM THE TOWER, DRIVE EAST 0.10 MI (0.16 KM) ACROSS
 DQ7947'THE RUNWAY 8R HOLD APRON TO THE EASTERN EDGE OF THE HOLD APRON AND THE
 DQ7947'STATION ON YOUR LEFT.
 DQ7947'
 DQ7947'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DQ7947'THE TOP OF A CONCRETE POST POURED 5.1 FT (1.6 M) DEEP.  IT IS 102 FT
 DQ7947'(31.1 M) EAST-SOUTHEAST OF THE NORTHERLY CORNER OF THE RUNWAY 8R HOLD
 DQ7947'APRON, 96 FT (29.3 M) NORTHWEST OF A TAXIWAY EDGE LIGHT AND 29.8 FT
 DQ7947'(9.1 M) NORTHEAST OF THE EDGE OF THE APRON.  THIS STATION IS
 DQ7947'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DQ7948 ***********************************************************************
 DQ7948  SACS        -  This is a Secondary Airport Control Station.
 DQ7948  DESIGNATION -  GRR G
 DQ7948  PID         -  DQ7948
 DQ7948  STATE/COUNTY-  MI/KENT
 DQ7948  COUNTRY     -  US
 DQ7948  USGS QUAD   -  GRAND RAPIDS EAST (2017)
 DQ7948
 DQ7948                         *CURRENT SURVEY CONTROL
 DQ7948  ______________________________________________________________________
 DQ7948* NAD 83(2011) POSITION- 42 52 36.39236(N) 085 31 24.09674(W)   ADJUSTED
 DQ7948* NAD 83(2011) ELLIP HT-   208.723 (meters)        (08/01/17)   ADJUSTED
 DQ7948* NAD 83(2011) EPOCH   -  2010.00
 DQ7948* NAVD 88 ORTHO HEIGHT -   242.34  (meters)      795.1   (feet) GPS OBS
 DQ7948  ______________________________________________________________________
 DQ7948  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7948  GEOID HEIGHT    -        -33.654 (meters)                     GEOID12B
 DQ7948  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 DQ7948  NAD 83(2011) X  -    365,398.057 (meters)                     COMP
 DQ7948  NAD 83(2011) Y  - -4,667,149.567 (meters)                     COMP
 DQ7948  NAD 83(2011) Z  -  4,317,622.114 (meters)                     COMP
 DQ7948  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DQ7948
 DQ7948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7948  Standards:
 DQ7948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7948  -------------------------------------------------------------------
 DQ7948  NETWORK    1.05   2.74           0.51   0.28   1.40     -0.01128294
 DQ7948  -------------------------------------------------------------------
 DQ7948  Click here for local accuracies and other accuracy information.
 DQ7948
 DQ7948.This mark is at Gerald R Ford Intl Airport (GRR)
 DQ7948
 DQ7948.The horizontal coordinates were established by GPS observations
 DQ7948.and adjusted by the WOOLPERT CONSULTANTS in August 2017.
 DQ7948
 DQ7948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7948.been affixed to the stable North American tectonic plate. See 
 DQ7948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7948
 DQ7948.The horizontal coordinates are valid at the epoch date displayed above
 DQ7948.which is a decimal equivalence of Year/Month/Day.
 DQ7948
 DQ7948.The orthometric height was determined by GPS observations and a
 DQ7948.high-resolution geoid model.
 DQ7948
 DQ7948.GPS derived orthometric heights for airport stations designated as
 DQ7948.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7948.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7948.not indicate centimeter accuracy relative to other marks which are
 DQ7948.part of the published vertical control network.
 DQ7948
 DQ7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7948.GEOID18 height accuracy estimate available here.
 DQ7948
 DQ7948.Click photographs - Photos may exist for this station.
 DQ7948
 DQ7948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7948
 DQ7948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7948
 DQ7948.The ellipsoidal height was determined by GPS observations
 DQ7948.and is referenced to NAD 83.
 DQ7948
 DQ7948. The following values were computed from the NAD 83(2011) position.
 DQ7948
 DQ7948;                    North         East     Units Scale Factor Converg.
 DQ7948;SPC MI S     -   153,577.763 3,905,505.603   MT  0.99990689   -0 47 13.8
 DQ7948;SPC MI S     -   503,864.05 12,813,338.59   iFT  0.99990689   -0 47 13.8
 DQ7948;UTM  16      - 4,748,188.633   620,599.724   MT  0.99977893   +1 00 17.5
 DQ7948
 DQ7948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7948!SPC MI S     -   0.99996727  x   0.99990689  =   0.99987416
 DQ7948!UTM  16      -   0.99996727  x   0.99977893  =   0.99974621
 DQ7948
 DQ7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2059948188(NAD 83)
 DQ7948
 DQ7948                          SUPERSEDED SURVEY CONTROL
 DQ7948
 DQ7948.No superseded survey control is available for this station.
 DQ7948
 DQ7948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ7948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7948_STAMPING: GRR G 2017
 DQ7948_MARK LOGO: WOOLPT
 DQ7948_PROJECTION: FLUSH
 DQ7948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7948+STABILITY: SURFACE MOTION
 DQ7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7948+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2017
 DQ7948
 DQ7948  HISTORY     - Date     Condition        Report By
 DQ7948  HISTORY     - 20170623 MONUMENTED       WOOLPT
 DQ7948
 DQ7948                          STATION DESCRIPTION
 DQ7948
 DQ7948'DESCRIBED BY WOOLPERT CONSULTANTS 2017 (DMH)
 DQ7948'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF ALTO, 6.1 MI
 DQ7948'(9.8 KM) NORTH OF CALEDONIA AND 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF
 DQ7948'CASCADE, AT GERALD R FORD INTERNATIONAL AIRPORT.  OWNERSHIP-- KENT
 DQ7948'COUNTY, 5500 44TH ST SE GRAND RAPIDS, MI, 49512, TELEPHONE
 DQ7948'616-233-6000.  A SECURITY CLEARANCE IS REQUIRED TO ACCESS THIS MARK.
 DQ7948'
 DQ7948'TO REACH FROM THE INTERSECTION OF STATE ROUTE 6 AND STATE ROUTE 37, GO
 DQ7948'NORTHWEST ON ROUTE 37 FOR 0.8 MI (1.3 KM) TO A T-INTERSECTION RIGHT.
 DQ7948'TURN RIGHT AND GO NORTHEAST THEN NORTH ON PATTERSON AVENUE SE FOR 1.40
 DQ7948'MI (2.25 KM) TO A T-INTERSECTION RIGHT.  TURN RIGHT AND GO EAST ON VAN
 DQ7948'LAAR DRIVE FOR 0.15 MI (0.24 KM) TO AN AIRPORT SECURITY GATE ON THE
 DQ7948'RIGHT (GATE 30).  WITH SECURITY CLEARANCE TURN RIGHT AND PROCEED SOUTH
 DQ7948'THROUGH THE GATE AND MAKE AN IMMEDIATE LEFT ONTO THE AIRPORT PERIMETER
 DQ7948'ROAD.  GO EAST ON THE PERIMETER ROAD FOR 180 FT (54.9 M) TO A
 DQ7948'T-INTERSECTION RIGHT.  TURN RIGHT AND FOLLOW THE PERIMETER ROAD SOUTH,
 DQ7948'WEST, SOUTH AND EAST AROUND THE THE AIRFIELD, PASSING THROUGH THE
 DQ7948'FIELD MAINTENANCE AREA, FOR 1.45 MI (2.33 KM) TO A T-INTERSECTION.
 DQ7948'TURN LEFT AND GO NORTH, THEN EAST ON THE PERIMETER ROAD FOR 0.3 MI
 DQ7948'(0.5 KM) TO STATION ON THE LEFT.
 DQ7948'
 DQ7948'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DQ7948'THE TOP OF A CONCRETE POST POURED 5.2 FT (1.6 M) DEEP.  IT IS 591.1 FT
 DQ7948'(180.2 M) SOUTH OF RUNWAY SIGN 5, 258.4 FT (78.8 M) WEST OF A DRAINAGE
 DQ7948'CULVERT AND 39.5 FT (12.0 M) NORTH OF THE CENTER OF THE PERIMETER
 DQ7948'ROAD.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DQ7948'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0632 ***********************************************************************
 NE0632  DESIGNATION -  GTW USLS
 NE0632  PID         -  NE0632
 NE0632  STATE/COUNTY-  MI/WAYNE
 NE0632  COUNTRY     -  US
 NE0632  USGS QUAD   -  DETROIT (2017)
 NE0632
 NE0632                         *CURRENT SURVEY CONTROL
 NE0632  ______________________________________________________________________
 NE0632* NAD 83(1986) POSITION- 42 19 47.     (N) 083 02 15.     (W)   SCALED
 NE0632* NAVD 88 ORTHO HEIGHT -   176.734 (meters)      579.83  (feet) ADJUSTED
 NE0632  ______________________________________________________________________
 NE0632  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 NE0632  DYNAMIC HEIGHT  -        176.682 (meters)      579.66  (feet) COMP
 NE0632  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 NE0632
 NE0632  VERT ORDER      -  FIRST     CLASS 0
 NE0632
 NE0632.The horizontal coordinates were scaled from a map and have
 NE0632.an estimated accuracy of +/- 6 seconds.
 NE0632
 NE0632.The orthometric height was determined by differential leveling and
 NE0632.adjusted by the NATIONAL GEODETIC SURVEY
 NE0632.in June 1991.
 NE0632
 NE0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0632.GEOID18 height accuracy estimate available here.
 NE0632
 NE0632.Click photographs - Photos may exist for this station.
 NE0632
 NE0632.The dynamic height is computed by dividing the NAVD 88
 NE0632.geopotential number by the normal gravity value computed on the
 NE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0632.degrees latitude (g = 980.6199 gals.).
 NE0632
 NE0632.The modeled gravity was interpolated from observed gravity values.
 NE0632
 NE0632;                    North         East    Units  Estimated Accuracy
 NE0632;SPC MI S     -    93,030.    4,109,540.      MT  (+/- 180 meters Scaled)
 NE0632
 NE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG321883(NAD 83)
 NE0632
 NE0632                          SUPERSEDED SURVEY CONTROL
 NE0632
 NE0632  NGVD 29 (??/??/92)  176.91   (m)          580.4    (f) COMPUTED    1 0
 NE0632
 NE0632.Superseded values are not recommended for survey control.
 NE0632
 NE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0632.See file dsdata.pdf to determine how the superseded data were derived.
 NE0632
 NE0632_MARKER: B = BOLT
 NE0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0632_SP_SET: CONCRETE SLAB
 NE0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0632
 NE0632  HISTORY     - Date     Condition        Report By
 NE0632  HISTORY     - 1970     MONUMENTED       USLS
 NE0632  HISTORY     - 1970     GOOD             USLS
 NE0632  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0632  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0632
 NE0632                          STATION DESCRIPTION
 NE0632
 NE0632'DESCRIBED BY US LAKE SURVEY 1970
 NE0632'AT DETROIT.
 NE0632'GTW IS AT DETROIT, WAYNE COUNTY, MICHIGAN, ABOUT 240 FEET WEST OF
 NE0632'INTERSECTION OF ST. ANTOINE STREET, 49.9 FEET NORTH OF NORTHWEST
 NE0632'CORNER OF WAREHOUSE NEXT TO ENTRANCE DRIVE TO GRAND TRUNK
 NE0632'RAILROAD YARD, 21 FEET NORTH OF CENTERLINE OF ATWATER STREET,
 NE0632'0.7 FOOT EAST OF WEST EDGE AND 0.6 FEET SOUTH OF NORTH EDGE OF A
 NE0632'6 X 8 FOOT CONCRETE SLAB WITH MANHOLE, 1/2-FOOT ABOVE THE GROUND,
 NE0632'BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT
 NE0632'SET INTO THE CONCRETE SLAB.  NOTE-- PREV. DESIG. BM GTW 1970.
 NE0632
 NE0632                          STATION RECOVERY (1980)
 NE0632
 NE0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0632'NOT RECOVERED
 NE0632
 NE0632                          STATION RECOVERY (1999)
 NE0632
 NE0632'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0236 ***********************************************************************
 NE0236  DESIGNATION -  GUARD
 NE0236  PID         -  NE0236
 NE0236  STATE/COUNTY-  MI/ST CLAIR
 NE0236  COUNTRY     -  US
 NE0236  USGS QUAD   -  SAINT CLAIR FLATS (2017)
 NE0236
 NE0236                         *CURRENT SURVEY CONTROL
 NE0236  ______________________________________________________________________
 NE0236* NAD 83(1986) POSITION- 42 33 08.     (N) 082 39 04.     (W)   SCALED
 NE0236* NAVD 88 ORTHO HEIGHT -   176.043 (meters)      577.57  (feet) ADJUSTED
 NE0236  ______________________________________________________________________
 NE0236  GEOID HEIGHT    -        -34.840 (meters)                     GEOID18
 NE0236  DYNAMIC HEIGHT  -        175.993 (meters)      577.40  (feet) COMP
 NE0236  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 NE0236
 NE0236  VERT ORDER      -  FIRST     CLASS 0
 NE0236
 NE0236.The horizontal coordinates were scaled from a map and have
 NE0236.an estimated accuracy of +/- 6 seconds.
 NE0236
 NE0236.The orthometric height was determined by differential leveling and
 NE0236.adjusted by the NATIONAL GEODETIC SURVEY
 NE0236.in June 1991.
 NE0236
 NE0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0236.GEOID18 height accuracy estimate available here.
 NE0236
 NE0236.Click photographs - Photos may exist for this station.
 NE0236
 NE0236.The dynamic height is computed by dividing the NAVD 88
 NE0236.geopotential number by the normal gravity value computed on the
 NE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0236.degrees latitude (g = 980.6199 gals.).
 NE0236
 NE0236.The modeled gravity was interpolated from observed gravity values.
 NE0236
 NE0236;                    North         East    Units  Estimated Accuracy
 NE0236;SPC MI S     -   118,310.    4,140,880.      MT  (+/- 180 meters Scaled)
 NE0236
 NE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH644124(NAD 83)
 NE0236
 NE0236                          SUPERSEDED SURVEY CONTROL
 NE0236
 NE0236  NGVD 29 (??/??/92)  176.180  (m)          578.02   (f) ADJ UNCH    1 0
 NE0236
 NE0236.Superseded values are not recommended for survey control.
 NE0236
 NE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0236.See file dsdata.pdf to determine how the superseded data were derived.
 NE0236
 NE0236_MARKER: Z = SEE DESCRIPTION
 NE0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0236_SP_SET: IRON ROD
 NE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0236
 NE0236  HISTORY     - Date     Condition        Report By
 NE0236  HISTORY     - 1956     MONUMENTED       USLS
 NE0236  HISTORY     - 1970     GOOD             USLS
 NE0236  HISTORY     - 19960912 GOOD             USPSQD
 NE0236
 NE0236                          STATION DESCRIPTION
 NE0236
 NE0236'DESCRIBED BY US LAKE SURVEY 1970
 NE0236'AT HARSENS ISLAND.
 NE0236'GUARD IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0236'COUNTY, MICHIGAN, JUST UPRIVER FROM THE ST. CLAIR FLATS CANAL,
 NE0236'NEAR DRIVEWAY INTO THE COAST GUARD STATION, 47.5 FEET SOUTHWEST
 NE0236'OF DRIVEWAY CENTERLINE, 27.2 FEET SOUTHWEST OF A UTILITY POLE,
 NE0236'20.0 FEET EAST OF CENTERLINE OF SOUTH CHANNEL DRIVE, 1/2-FOOT
 NE0236'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0236'3/4-INCH DIAMETER IRON ROD, 10 FEET LONG.  NOTE-- BM 1956
 NE0236
 NE0236                          STATION RECOVERY (1996)
 NE0236
 NE0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1115 ***********************************************************************
 RJ1115  DESIGNATION -  GUARD
 RJ1115  PID         -  RJ1115
 RJ1115  STATE/COUNTY-  MI/MACKINAC
 RJ1115  COUNTRY     -  US
 RJ1115  USGS QUAD   -  OZARK SE (2017)
 RJ1115
 RJ1115                         *CURRENT SURVEY CONTROL
 RJ1115  ______________________________________________________________________
 RJ1115* NAD 83(1994) POSITION- 46 06 37.07755(N) 084 48 38.16859(W)   ADJUSTED
 RJ1115* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 RJ1115  ______________________________________________________________________
 RJ1115  GEOID HEIGHT    -        -35.403 (meters)                     GEOID18
 RJ1115  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 RJ1115  HORZ ORDER      -  FIRST
 RJ1115
 RJ1115.The horizontal coordinates were established by classical geodetic methods
 RJ1115.and adjusted by the National Geodetic Survey in February 1997.
 RJ1115
 RJ1115.The orthometric height was scaled from a topographic map.
 RJ1115
 RJ1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1115.GEOID18 height accuracy estimate available here.
 RJ1115
 RJ1115.Click photographs - Photos may exist for this station.
 RJ1115
 RJ1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1115
 RJ1115. The following values were computed from the NAD 83(1994) position.
 RJ1115
 RJ1115;                    North         East     Units Scale Factor Converg.
 RJ1115;SPC MI N     -   149,821.316 8,169,223.474   MT  0.99990748   +1 34 56.9
 RJ1115;SPC MI N     -   491,539.75 26,801,914.28   iFT  0.99990748   +1 34 56.9
 RJ1115;UTM  16      - 5,108,632.828   669,191.406   MT  0.99995191   +1 34 41.6
 RJ1115
 RJ1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1115!SPC MI N     -   0.99996228  x   0.99990748  =   0.99986977
 RJ1115!UTM  16      -   0.99996228  x   0.99995191  =   0.99991420
 RJ1115
 RJ1115:                Primary Azimuth Mark                     Grid Az
 RJ1115:SPC MI N     -  FLAT                                     159 28 38.2
 RJ1115:UTM  16      -  FLAT                                     159 28 53.5
 RJ1115
 RJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS6919108632(NAD 83)
 RJ1115
 RJ1115|---------------------------------------------------------------------|
 RJ1115| PID    Reference Object                     Distance      Geod. Az  |
 RJ1115|                                                           dddmmss.s |
 RJ1115| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX. 5.5 KM 0221004.3 |
 RJ1115| CH1216 GUARD RM 1                           30.633 METERS 06205     |
 RJ1115| RJ1114 FLAT                                APPROX. 9.1 KM 1610335.1 |
 RJ1115| CH1217 GUARD RM 2                           22.434 METERS 16105     |
 RJ1115|---------------------------------------------------------------------|
 RJ1115
 RJ1115                          SUPERSEDED SURVEY CONTROL
 RJ1115
 RJ1115  NAD 83(1986)-  46 06 37.07060(N)    084 48 38.16638(W) AD(       ) 1
 RJ1115  NAD 27      -  46 06 37.02129(N)    084 48 37.96228(W) AD(       ) 1
 RJ1115
 RJ1115.Superseded values are not recommended for survey control.
 RJ1115
 RJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1115.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1115
 RJ1115_MARKER: DS = TRIANGULATION STATION DISK
 RJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1115_STAMPING: GUARD 1965
 RJ1115_MARK LOGO: CGS
 RJ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1115+STABILITY: SURFACE MOTION
 RJ1115
 RJ1115  HISTORY     - Date     Condition        Report By
 RJ1115  HISTORY     - 1965     MONUMENTED       CGS
 RJ1115
 RJ1115                          STATION DESCRIPTION
 RJ1115
 RJ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1115'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF TROUT LAKE, 8 MILES
 RJ1115'NORTH-NORTHEAST OF MORAN, 3/4 MILE SOUTH OF EAST LAKE, AND ON STATE
 RJ1115'OWNED PROPERTY.
 RJ1115'
 RJ1115'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1115'EASTERLY ON STATE HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT AT
 RJ1115'SIGN RUDYARD 22.  TURN LEFT AND GO NORTHEAST THEN EAST ON A PAVED ROAD
 RJ1115'FOR 9.25 MILES TO A SIDE ROAD RIGHT AT SIGN MAPLE HILL TOWER 2 EAST
 RJ1115'LAKE 5.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD (U.S. FOREST
 RJ1115'SERVICE ROAD NO. 3119) FOR 4.75 MILES TO A SIDE ROAD LEFT (U.S. FOREST
 RJ1115'SERVICE ROAD NO. 3114).  CONTINUE AHEAD SOUTHERLY ON A GRAVELED ROAD
 RJ1115'FOR 1.15 MILES TO A GRAVEL PIT ON THE LEFT AND A TRACK ROAD ON THE
 RJ1115'RIGHT.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR ABOUT 150 FEET TO A
 RJ1115'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD
 RJ1115'FOR 0.25 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO WEST ON A TRACK
 RJ1115'ROAD FOR 0.1 MILE TO A DIM SIDE ROAD LEFT. CONTINUE AHEAD WEST ON AN
 RJ1115'OLD RAILROAD TRACK BED FOR 0.45 MILE TO A SMALL CLEARING ON THE LEFT
 RJ1115'AND THE STATION.
 RJ1115'
 RJ1115'STATION MARKS ARE STANDARD DISKS STAMPED GUARD 1965.  THE SURFACE DISK
 RJ1115'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 33
 RJ1115'FEET NORTHWEST OF A 6 INCH ELM TREE, 29 FEET SOUTH-SOUTHWEST OF AN 8
 RJ1115'INCH ELM TREE, 16 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 14 FEET
 RJ1115'NORTHEAST OF A 6 INCH MAPLE TREE, AND 5 FEET SOUTH-SOUTHWEST OF A
 RJ1115'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 RJ1115'OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1115'
 RJ1115'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUARD NO 1 1965, IS SET
 RJ1115'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 15 FEET
 RJ1115'NORTH OF THE CENTER OF THE TRACK ROAD, 12 FEET SOUTHEAST OF A 6 INCH
 RJ1115'ELM TREE, 3 FEET SOUTHWEST OF A TWIN TRUNKED 12 INCH TREE, AND 2 FEET
 RJ1115'WEST OF A METAL WITNESS POST.
 RJ1115'
 RJ1115'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUARD NO 2 1965, IS SET
 RJ1115'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 26 FEET
 RJ1115'EAST-SOUTHEAST OF A 10 INCH MAPLE TREE, 13 FEET NORTHWEST OF A 6 INCH
 RJ1115'MAPLE TREE, AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 RJ1115'
 RJ1115'NOTE-NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1115'TIME.
 RJ1115'
 RJ1115'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0547 ***********************************************************************
 OK0547  DESIGNATION -  GUILD
 OK0547  PID         -  OK0547
 OK0547  STATE/COUNTY-  MI/MONTCALM
 OK0547  COUNTRY     -  US
 OK0547  USGS QUAD   -  RIVERDALE (2017)
 OK0547
 OK0547                         *CURRENT SURVEY CONTROL
 OK0547  ______________________________________________________________________
 OK0547* NAD 83(1994) POSITION- 43 24 08.19113(N) 084 51 55.10570(W)   ADJUSTED
 OK0547* NAVD 88 ORTHO HEIGHT -   273.5   (meters)      897.    (feet) VERTCON3
 OK0547  ______________________________________________________________________
 OK0547  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 OK0547  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 OK0547  HORZ ORDER      -  FIRST
 OK0547
 OK0547.The horizontal coordinates were established by classical geodetic methods
 OK0547.and adjusted by the National Geodetic Survey in February 1997.
 OK0547
 OK0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0547
 OK0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0547.GEOID18 height accuracy estimate available here.
 OK0547
 OK0547.Click photographs - Photos may exist for this station.
 OK0547
 OK0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0547
 OK0547. The following values were computed from the NAD 83(1994) position.
 OK0547
 OK0547;                    North         East     Units Scale Factor Converg.
 OK0547;SPC MI S     -   211,424.220 3,959,608.983   MT  0.99994760   -0 20 21.6
 OK0547;SPC MI S     -   693,649.02 12,990,843.12   iFT  0.99994760   -0 20 21.6
 OK0547;UTM  16      - 4,807,701.492   672,858.195   MT  0.99996756   +1 28 01.7
 OK0547
 OK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0547!SPC MI S     -   0.99996227  x   0.99994760  =   0.99990987
 OK0547!UTM  16      -   0.99996227  x   0.99996756  =   0.99992983
 OK0547
 OK0547:                Primary Azimuth Mark                     Grid Az
 OK0547:SPC MI S     -  GUILD AZ MK 2                            357 39 20.7
 OK0547:UTM  16      -  GUILD AZ MK 2                            355 50 57.4
 OK0547
 OK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7285807701(NAD 83)
 OK0547
 OK0547|---------------------------------------------------------------------|
 OK0547| PID    Reference Object                     Distance      Geod. Az  |
 OK0547|                                                           dddmmss.s |
 OK0547| OK0557 SHEPHERD MUNICIPAL TANK             APPROX.19.2 KM 0451944.2 |
 OK0547| OK0531 ST LOUIS G LAKES SUGAR THN STK      APPROX.21.8 KM 0872609.3 |
 OK0547| OK0532 ST LOUIS G LAKES SUGAR BR STK       APPROX.21.8 KM 0873029.9 |
 OK0547| CH0262 GUILD RM 4                           25.060 METERS 08839     |
 OK0547| OK0538 ALMA MUNICIPAL TANK                 APPROX.17.2 KM 0982957.5 |
 OK0547| OK0551 GUILD 2                              19.011 METERS 15701     |
 OK0547| OK0548 GUILD RM 5                           17.079 METERS 17454     |
 OK0547| CH0259 GUILD RM 1                           33.982 METERS 20452     |
 OK0547| CH0258 GUILD AZ MK                                        2412222.1 |
 OK0547| CH0260 GUILD RM 2                           29.855 METERS 32654     |
 OK0547| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3571859.1 |
 OK0547| CH0261 GUILD RM 3                           18.465 METERS 35958     |
 OK0547|---------------------------------------------------------------------|
 OK0547
 OK0547                          SUPERSEDED SURVEY CONTROL
 OK0547
 OK0547  NAD 83(1986)-  43 24 08.18765(N)    084 51 55.11886(W) AD(       ) 1
 OK0547  NAD 27      -  43 24 08.07600(N)    084 51 55.06700(W) AD(       ) 1
 OK0547  NGVD 29 (07/19/86)  273.6    (m)          898.     (f) VERT ANG       
 OK0547
 OK0547.Superseded values are not recommended for survey control.
 OK0547
 OK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0547.See file dsdata.pdf to determine how the superseded data were derived.
 OK0547
 OK0547_MARKER: DS = TRIANGULATION STATION DISK
 OK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0547_STAMPING: GUILD 1932
 OK0547_MARK LOGO: CGS
 OK0547_PROJECTION: FLUSH
 OK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0547+STABILITY: SURFACE MOTION
 OK0547
 OK0547  HISTORY     - Date     Condition        Report By
 OK0547  HISTORY     - 1932     MONUMENTED       CGS
 OK0547  HISTORY     - 1932     GOOD             CGS
 OK0547  HISTORY     - 1963     GOOD             USGS
 OK0547  HISTORY     - 1969     GOOD             CGS
 OK0547  HISTORY     - 1978     GOOD             NGS
 OK0547  HISTORY     - 19940622 GOOD             USPSQD
 OK0547  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0547
 OK0547                          STATION DESCRIPTION
 OK0547
 OK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0547'ABOUT 14 MILES SOUTHWEST OF MOUNT PLEASANT, 2 MILES NORTHWEST OF
 OK0547'RIVERDALE, IN NW 1/4 SEC. 25, T. 12 N., R. 5 W., ON LAND OWNED BY
 OK0547'GEORGE GUILD, 25 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 25 FEET
 OK0547'NORTH OF 15-INCH PINE TREE AT FENCE CORNER WHICH IS MOST NORTHERLY OF
 OK0547'LINE OF PINES ALONG EAST SIDE OF ROAD, AND 84 FEET WEST OF SOUTHWEST
 OK0547'CORNER OF OLD STONE FOUNDATION OF BURNED HOUSE.
 OK0547'
 OK0547'TO REACH FROM RIVERDALE, GO WEST 1.5 MILES ON ROUTE M-46, PROCEED
 OK0547'NORTH 0.5 MILE TO POINT WHERE ROUTE M-46 TURNS WEST, AND CONTINUE
 OK0547'STRAIGHT NORTH ON GRAVEL ROAD ABOUT 300 YARDS TO STATION SITE.
 OK0547'
 OK0547'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0547'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 OK0547'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0547'NOTE 11A.
 OK0547'
 OK0547'NO. 1 PROJECTS 3 INCHES, IS IN EDGE OF CULTIVATED FIELD, 64 FEET SOUTH
 OK0547'OF 15-INCH OAK TREE, 23 FEET WEST OF CENTER LINE OF GRAVEL ROAD, AND
 OK0547'111.49 FEET FROM STATION IN AZIMUTH 24 DEG 52 MIN.
 OK0547'
 OK0547'NO. 2 PROJECTS 6 INCHES, IS 27 FEET WEST OF CENTER LINE OF ROAD, 6
 OK0547'FEET SOUTHEAST OF SOUTHEAST CORNER OF FENCE AROUND PASTURE, AND 97.95
 OK0547'FEET FROM STATION IN AZIMUTH 146 DEG 54 MIN.
 OK0547'
 OK0547'AZIMUTH MARK PROJECTS 6 INCHES, IS IN EDGE OF CULTIVATED FIELD, 30
 OK0547'FEET NORTH OF CENTER LINE OF ROUTE M-46, 15 FEET WEST OF 4-INCH
 OK0547'SASSAFRAS TREE, 80 YARDS WEST OF CONCRETE CULVERT UNDER HIGHWAY, AND
 OK0547'APPROXIMATELY 0.1 MILE FROM STATION IN AZIMUTH 61 DEG 22 MIN 22 SEC.
 OK0547
 OK0547                          STATION RECOVERY (1932)
 OK0547
 OK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0547'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED
 OK0547'IN GOOD CONDITION.  REFERENCE MARK 4 WAS NOT FOUND AND WAS PROBABLY
 OK0547'DESTROYED DURING CONSTRUCTION OF NEW HOUSE BY MR. HERBERT GUILD, WHO
 OK0547'OWNS THE LAND.  HE DID NOT WANT THE TOWER BUILT OVER THE STATION WHICH
 OK0547'IS IN THE YARD AND NEAR THE HOUSE.  REFERENCE MARK 5 WAS ESTABLISHED
 OK0547'AND OCCUPIED AT THIS TIME.  THE DISTANCE AND DIRECTION TO REFERENCE
 OK0547'MARK 3 CHECKED THE 1969 DATA ADEQUATELY.  DUE TO CHANGES A NEW
 OK0547'DESCRIPTION FOLLOWS.
 OK0547'
 OK0547'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF MOUNT
 OK0547'PLEASANT, 10 MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF JERSEYVILLE,
 OK0547'AND 1-3/4 MILES EAST OF VESTABURG.  IT IS IN THE NORTHWEST 1/4 OF
 OK0547'SECTION 25, T12N, R5W.
 OK0547'
 OK0547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 OK0547'ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON STATE HIGHWAY 46
 OK0547'FOR 2.0 MILES TO A CROSS ROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 OK0547'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON DOUGLAS ROAD
 OK0547'FOR 0.45 MILE TO TOP OF GRADE AND STATION ON THE LEFT, EAST SIDE OF
 OK0547'ROAD.
 OK0547'
 OK0547'THE STATION MARKS, STAMPED ---GUILD 1932---, ARE STANDARD DISKS.  THE
 OK0547'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OK0547'WHICH IS 2 INCHES BELOW THE LAWN SURFACE.  IT IS 84 FEET WEST OF THE
 OK0547'SOUTHWEST CORNER OF HOUSE, 26 FEET EAST OF THE APPROXIMATE CENTER OF
 OK0547'DOUGLAS ROAD, 25 FEET NORTH OF A 20-INCH PINE TREE AND 19 FEET SOUTH
 OK0547'OF DRIVEWAY.  IT IS ASSUMED THE UNDERGROUND MARK IS 43 INCHES BELOW
 OK0547'THE GROUND SURFACE.
 OK0547'
 OK0547'REFERENCE MARK 3, STAMPED ---GUILD 1932 NO 3 1969---, IS A STANDARD
 OK0547'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OK0547'FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET NORTH OF CENTER OF
 OK0547'DRIVEWAY, 28 FEET EAST OF CENTER OF DOUGLAS ROAD, 18 FEET WEST OF THE
 OK0547'CENTER OF DRIVEWAY TO BARN, 3 FEET SOUTH-SOUTHEAST OF A SMALL ASH TREE
 OK0547'AND 1.3 FEET WEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0547'
 OK0547'REFERENCE MARK 5, STAMPED ---GUILD 1932 NO 5 1976---, IS A STANDARD
 OK0547'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OK0547'SET FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTHWEST OF THE
 OK0547'SOUTHWEST CORNER OF HOUSE, 31 FEET EAST OF THE APPROXIMATE CENTER OF
 OK0547'DOUGLAS ROAD 31 FEET SOUTH OF A 20-INCH PINE TREE, 31 FEET NORTH OF A
 OK0547'20 INCH PINE TREE AND 2.4 FEET WEST NORTHWEST OF METAL WITNESS POST
 OK0547'WITH SIGN ATTACHED.
 OK0547'
 OK0547'THE AZIMUTH MARK, STAMPED ---GUILD 1932 NO 2 1969---, IS A STANDARD
 OK0547'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OK0547'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH OF
 OK0547'THE CENTER LINE OF STATE HIGHWAY 46, 39 FEET WEST OF THE CENTER OF
 OK0547'DOUGLAS ROAD, 21 FEET WEST-SOUTHWEST OF THE SOUTH END OF CULVERT, 4
 OK0547'FEET WEST OF A 4-INCH SQUARE CONCRETE POST AND 1.8 FEET WEST OF A
 OK0547'METAL WITNESS POST WITH SIGN ATTACHED.
 OK0547'
 OK0547'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.  HEIGHT OF
 OK0547'TELESCOPE ABOVE STATION MARK 1.6 METERS.  HEIGHT OF LIGHT ABOVE
 OK0547'STATION MARK 2.0 METERS.
 OK0547'
 OK0547'DESCRIBED BY H.C. HOWES.
 OK0547
 OK0547                          STATION RECOVERY (1963)
 OK0547
 OK0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0547'RMS 1 AND 2 HAVE BEEN DESTROYED.  FIELD IS NOW UNDER CULTIVATION.
 OK0547'
 OK0547'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 OK0547
 OK0547                          STATION RECOVERY (1969)
 OK0547
 OK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0547'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK,
 OK0547'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR AND WERE NOT RECOVERED.
 OK0547'AZIMUTH MARK 2, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 OK0547'FOLLOWING IS A NEW DESCRIPTION.
 OK0547'
 OK0547'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, T. 12 N.,
 OK0547'R. 5 W. AND ON PROPERTY OWNED BY MR. HERBERT GUILD.  IT IS LOCATED
 OK0547'ABOUT 10 MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF JERSEYVILLE AND
 OK0547'1-3/4 MILES EAST OF VESTABURG.
 OK0547'
 OK0547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 OK0547'ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON HIGHWAY 46 FOR 2.0
 OK0547'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF
 OK0547'THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON DOUGLAS ROAD FOR 0.5
 OK0547'MILE TO A DRIVEWAY ON THE LEFT AND THE STATION IN THE SOUTHEAST ANGLE
 OK0547'OF THE INTERSECTION.
 OK0547'
 OK0547'THE STATION MARK IS A STANDARD DISK STAMPED GUILD 1932, SET IN THE TOP
 OK0547'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 OK0547'GROUND.  IT IS 27 FEET EAST OF THE CENTER OF DOUGLAS ROAD, 25.3 FEET
 OK0547'NORTH OF A 20-INCH EVERGREEN TREE AND 13 FEET SOUTH OF THE CENTER OF
 OK0547'THE DRIVEWAY.  (NOTES 1A 7A)
 OK0547'
 OK0547'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GUILD 1932 NO 3 1969, SET
 OK0547'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 OK0547'INCHES ABOVE THE GROUND.  IT IS 48 FEET NORTH OF THE DRIVEWAY, 42.7
 OK0547'FEET WEST-SOUTHWEST OF POWER LINE POLE NUMBER 7596, 27 FEET EAST OF
 OK0547'THE CENTER OF DOUGLAS ROAD AND 1.4 FEET WEST OF A METAL WITNESS POST.
 OK0547'(NOTE 11B)
 OK0547'
 OK0547'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GUILD 1932 NO 4 1969, SET
 OK0547'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 OK0547'INCH ABOVE THE GROUND.  IT IS 29 FEET SOUTHWEST OF THE SOUTHEAST
 OK0547'CORNER OF AN OLD FOUNDATION AND 12 FEET SOUTH OF THE SOUTHWEST CORNER
 OK0547'OF THE FOUNDATION.  (NOTE 11B)
 OK0547'
 OK0547'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUILD 1932 NO 2 1969, SET
 OK0547'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 OK0547'INCHES ABOVE THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER OF HIGHWAY
 OK0547'46, 40 FEET WEST OF THE CENTER OF DOUGLAS ROAD, 5 FEET WEST OF A
 OK0547'RIGHT-OF-WAY MARKER AND 2 FEET WEST OF A METAL WITNESS POST.
 OK0547'(NOTE 16B)
 OK0547'
 OK0547'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 OK0547
 OK0547                          STATION RECOVERY (1978)
 OK0547
 OK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OK0547'STATION MARK, REFERENCE MARKS 3, 5 AND THE 1969 AZIMUTH MARK WERE
 OK0547'FOUND IN GOOD CONDITION.  THE STATION AND REFERENCE MARK 3 WERE IN
 OK0547'WAY OF ROAD CONSTRUCTION AND WILL BE DESTROYED.  THE DISTANCE AND
 OK0547'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE STATION MARK, AND
 OK0547'REFERENCE MARKS WERE LEFT INTACT.  REFERENCE MARK 5 WAS USED
 OK0547'FOR A REFERENCE MARK FOR STATION GUILD 2.  FOR INFORMATION SEE
 OK0547'DESCRIPTION GUILD 2.
 OK0547'
 OK0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 OK0547'EAST OF VESTABURG.
 OK0547'
 OK0547'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0547
 OK0547                          STATION RECOVERY (1994)
 OK0547
 OK0547'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0547'RECOVERED IN GOOD CONDITION.
 OK0547
 OK0547                          STATION RECOVERY (2001)
 OK0547
 OK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0551 ***********************************************************************
 OK0551  DESIGNATION -  GUILD 2
 OK0551  PID         -  OK0551
 OK0551  STATE/COUNTY-  MI/MONTCALM
 OK0551  COUNTRY     -  US
 OK0551  USGS QUAD   -  RIVERDALE (2017)
 OK0551
 OK0551                         *CURRENT SURVEY CONTROL
 OK0551  ______________________________________________________________________
 OK0551* NAD 83(1994) POSITION- 43 24 07.62400(N) 084 51 54.77592(W)   ADJUSTED
 OK0551* NAVD 88 ORTHO HEIGHT -   270.9   (meters)      889.    (feet) VERTCON3
 OK0551  ______________________________________________________________________
 OK0551  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 OK0551  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 OK0551  HORZ ORDER      -  SECOND
 OK0551
 OK0551.The horizontal coordinates were established by classical geodetic methods
 OK0551.and adjusted by the National Geodetic Survey in February 1997.
 OK0551
 OK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0551
 OK0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0551.GEOID18 height accuracy estimate available here.
 OK0551
 OK0551.Click photographs - Photos may exist for this station.
 OK0551
 OK0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0551
 OK0551. The following values were computed from the NAD 83(1994) position.
 OK0551
 OK0551;                    North         East     Units Scale Factor Converg.
 OK0551;SPC MI S     -   211,406.675 3,959,616.300   MT  0.99994757   -0 20 21.4
 OK0551;SPC MI S     -   693,591.45 12,990,867.13   iFT  0.99994757   -0 20 21.4
 OK0551;UTM  16      - 4,807,684.186   672,866.061   MT  0.99996759   +1 28 01.9
 OK0551
 OK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0551!SPC MI S     -   0.99996268  x   0.99994757  =   0.99991025
 OK0551!UTM  16      -   0.99996268  x   0.99996759  =   0.99993027
 OK0551
 OK0551:                Primary Azimuth Mark                     Grid Az
 OK0551:SPC MI S     -  GUILD AZ MK 2                            357 07 17.0
 OK0551:UTM  16      -  GUILD AZ MK 2                            355 18 53.7
 OK0551
 OK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7286607684(NAD 83)
 OK0551
 OK0551|---------------------------------------------------------------------|
 OK0551| PID    Reference Object                     Distance      Geod. Az  |
 OK0551|                                                           dddmmss.s |
 OK0551| CH0263 GUILD 2 RM 6                         14.045 METERS 04439     |
 OK0551| OK0548 GUILD RM 5                            5.920 METERS 27446     |
 OK0551| OK0547 GUILD                                19.011 METERS 33701     |
 OK0551| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3564655.6 |
 OK0551|---------------------------------------------------------------------|
 OK0551
 OK0551                          SUPERSEDED SURVEY CONTROL
 OK0551
 OK0551  NAD 83(1986)-  43 24 07.62023(N)    084 51 54.78890(W) AD(       ) 2
 OK0551  NAD 27      -  43 24 07.50885(N)    084 51 54.73730(W) AD(       ) 2
 OK0551  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 OK0551
 OK0551.Superseded values are not recommended for survey control.
 OK0551
 OK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0551.See file dsdata.pdf to determine how the superseded data were derived.
 OK0551
 OK0551_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0551_STAMPING: GUILD 2 1978
 OK0551_MARK LOGO: NGS
 OK0551_PROJECTION: RECESSED 20 CENTIMETERS
 OK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0551+STABILITY: SURFACE MOTION
 OK0551
 OK0551  HISTORY     - Date     Condition        Report By
 OK0551  HISTORY     - 1978     MONUMENTED       NGS
 OK0551  HISTORY     - 19940622 GOOD             USPSQD
 OK0551  HISTORY     - 20011205 GOOD             NGS
 OK0551
 OK0551                          STATION DESCRIPTION
 OK0551
 OK0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OK0551'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF MOUNT PLEASANT, 10
 OK0551'MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF JERSEYVILLE, ABOUT
 OK0551'1-1/2 MILES EAST OF VESTABURG AND ON PROPERTY OWNED BY MR. HERBERT
 OK0551'GUILD WHO RESIDES AT STATION SITE.  IT IS 52 FEET EAST OF CENTERLINE
 OK0551'OF DOUGLAS ROAD, 17 FEET EAST OF A METAL WITNESS POST, 83.4 FEET
 OK0551'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GUILD HOUSE, 32.6 FEET SOUTH
 OK0551'OF THE MOST WEST MAPLE TREE OF A TREE LINE AND 97.2 FEET WEST
 OK0551'SOUTHWEST OF THE MOST EASTERLY TREE OF THE LINE OF TREES.  THE
 OK0551'MARK IS UNDERGROUND 8 INCHES AND THE DISK STAMPED GUILD 2 1978.
 OK0551'
 OK0551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 OK0551'ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON HIGHWAY 46 FOR
 OK0551'2.9 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE.
 OK0551'TURN SOUTH AND GO FOR 0.45 MILE ON DOUGLAS ROAD TO THE STATION
 OK0551'ON THE LEFT AS DESCRIBED.
 OK0551'
 OK0551'REFERENCE MARK 5 IS 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OK0551'HOUSE, 31 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET
 OK0551'NORTHWEST OF THE METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 OK0551'AND THE DISK STAMPED GUILD 1932 NO 5 1976.  THE ARROW IS POINTED TO
 OK0551'GUILD 1932.
 OK0551'
 OK0551'REFERENCE MARK 6 IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OK0551'HOUSE, 85 FEET WEST OF THE THIRD TREE FROM THE EAST END OF THE LINE
 OK0551'OF TREES AND 5.3 FEET EAST OF THE FOURTH TREE OF THE LINE OF TREES.
 OK0551'THE MARK IS FLUSH AND THE DISK STAMPED GUILD 2 NO 6 1978.
 OK0551'
 OK0551'THE AZIMUTH MARK IS 51 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0551'46, 40 FEET WEST OF THE CENTERLINE OF DOUGLAS ROAD, 21 FEET
 OK0551'SOUTHWEST OF THE SOUTH END OF A CULVERT, 5 FEET WEST OF A CONCRETE
 OK0551'RIGHT-OF-WAY MARKER AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 OK0551'MONUMENT PROJECTS 4 INCHES AND THE DISK STAMPED GUILD 1932 NO 2 1969.
 OK0551'
 OK0551'NEAREST TOWN--VESTABURG.
 OK0551'
 OK0551'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OK0551
 OK0551                          STATION RECOVERY (1994)
 OK0551
 OK0551'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0551'RECOVERED IN GOOD CONDITION.
 OK0551
 OK0551                          STATION RECOVERY (2001)
 OK0551
 OK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0548 ***********************************************************************
 OK0548  DESIGNATION -  GUILD RM 5
 OK0548  PID         -  OK0548
 OK0548  STATE/COUNTY-  MI/MONTCALM
 OK0548  COUNTRY     -  US
 OK0548  USGS QUAD   -  RIVERDALE (2017)
 OK0548
 OK0548                         *CURRENT SURVEY CONTROL
 OK0548  ______________________________________________________________________
 OK0548* NAD 83(1994) POSITION- 43 24 07.63992(N) 084 51 55.03812(W)   ADJUSTED
 OK0548* NAVD 88 ORTHO HEIGHT -   271.79  (+/-2cm)      891.7   (feet) VERTCON3
 OK0548  ______________________________________________________________________
 OK0548  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 OK0548  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 OK0548  HORZ ORDER      -  FIRST
 OK0548  VERT ORDER      -  THIRD ? (See Below)
 OK0548
 OK0548.The horizontal coordinates were established by classical geodetic methods
 OK0548.and adjusted by the National Geodetic Survey in February 1997.
 OK0548
 OK0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0548
 OK0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0548.GEOID18 height accuracy estimate available here.
 OK0548
 OK0548.The vertical order pertains to the NGVD 29 superseded value.
 OK0548
 OK0548.Click photographs - Photos may exist for this station.
 OK0548
 OK0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 OK0548
 OK0548. The following values were computed from the NAD 83(1994) position.
 OK0548
 OK0548;                    North         East     Units Scale Factor Converg.
 OK0548;SPC MI S     -   211,407.201 3,959,610.403   MT  0.99994757   -0 20 21.6
 OK0548;SPC MI S     -   693,593.18 12,990,847.78   iFT  0.99994757   -0 20 21.6
 OK0548;UTM  16      - 4,807,684.526   672,860.151   MT  0.99996757   +1 28 01.8
 OK0548
 OK0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0548!SPC MI S     -   0.99996253  x   0.99994757  =   0.99991010
 OK0548!UTM  16      -   0.99996253  x   0.99996757  =   0.99993010
 OK0548
 OK0548:                Primary Azimuth Mark                     Grid Az
 OK0548:SPC MI S     -  GUILD AZ MK 2                            357 35 49.7
 OK0548:UTM  16      -  GUILD AZ MK 2                            355 47 26.3
 OK0548
 OK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7286007684(NAD 83)
 OK0548
 OK0548|---------------------------------------------------------------------|
 OK0548| PID    Reference Object                     Distance      Geod. Az  |
 OK0548|                                                           dddmmss.s |
 OK0548| OK0551 GUILD 2                               5.920 METERS 09446     |
 OK0548| OK0547 GUILD                                17.079 METERS 35454     |
 OK0548| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3571528.1 |
 OK0548| CH0261 GUILD RM 3                           35.521 METERS 35732     |
 OK0548|---------------------------------------------------------------------|
 OK0548
 OK0548                          SUPERSEDED SURVEY CONTROL
 OK0548
 OK0548  NAD 83(1986)-  43 24 07.63612(N)    084 51 55.05127(W) AD(       ) 1
 OK0548  NAD 27      -  43 24 07.52483(N)    084 51 54.99948(W) AD(       ) 1
 OK0548  NGVD 29             271.93   (m)          892.2    (f) LEVELING    3  
 OK0548
 OK0548.Superseded values are not recommended for survey control.
 OK0548
 OK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0548.See file dsdata.pdf to determine how the superseded data were derived.
 OK0548
 OK0548_MARKER: DR = REFERENCE MARK DISK
 OK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0548_STAMPING: GUILD 1932 NO 5 1976
 OK0548_MARK LOGO: NGS
 OK0548_PROJECTION: FLUSH
 OK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0548+STABILITY: SURFACE MOTION
 OK0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0548+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 OK0548
 OK0548  HISTORY     - Date     Condition        Report By
 OK0548  HISTORY     - 1976     MONUMENTED       NGS
 OK0548  HISTORY     - 19940622 GOOD             USPSQD
 OK0548  HISTORY     - 20001026 GOOD             LOCENG
 OK0548  HISTORY     - 20011205 GOOD             NGS
 OK0548  HISTORY     - 20250722 GOOD             MIDT
 OK0548
 OK0548                          STATION DESCRIPTION
 OK0548
 OK0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0548'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF MOUNT
 OK0548'PLEASANT, 10 MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF
 OK0548'JERSEYVILLE AND 1-3/4 MILES EAST OF VESTABURG.  IT IS IN THE
 OK0548'NORTHWEST 1/4 SECTION OF 25, T12N, R5W, AND ON PROPERTY
 OK0548'OF MR. HERBERT GUILD, WHO LIVES AT THE STATION.
 OK0548'
 OK0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND
 OK0548'COUNTY ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON
 OK0548'STATE HIGHWAY 46 FOR 2.9 MILES TO A CROSS ROAD AND THE AZIMUTH
 OK0548'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 OK0548'AND GO SOUTH ON DOUGLAS ROAD FOR 0.45 MILE TO TOP OF GRADE AND
 OK0548'STATION ON THE LEFT, EAST SIDE OF ROAD.
 OK0548'
 OK0548'STATION MARKS, STAMPED---GUILD 1932 NO 5 1976---, ARE
 OK0548'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE
 OK0548'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 OK0548'FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTHWEST OF THE
 OK0548'SOUTHWEST CORNER OF HOUSE, 31 FEET EAST OF THE APPROXIMATE
 OK0548'CENTER OF DOUGLAS ROAD, 31 FEET SOUTH OF A 20-INCH PINE TREE,
 OK0548'31 FEET NORTH OF A 20-INCH PINE TREE AND 2.4 FEET
 OK0548'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OK0548'OF CONCRETE THAT IS 43 INCHES BELOW THE GROUND SURFACE.
 OK0548'
 OK0548'GUILD 1932, STAMPED---GUILD 1932---, IS A STANDARD STATION MARK
 OK0548'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0548'MONUMENT THAT IS 2 INCHES BELOW THE LAWN SURFACE.  IT IS 84
 OK0548'FEET WEST OF THE SOUTHWEST CORNER OF HOUSE, 26 FEET EAST OF THE
 OK0548'APPROXIMATE CENTER OF DOUGLAS ROAD, 25 FEET NORTH OF A 20-INCH
 OK0548'PINE TREE AND 19 FEET SOUTH OF DRIVEWAY.
 OK0548'
 OK0548'REFERENCE MARK 3, STAMPED---GUILD NO 3 1969---, IS A
 OK0548'STANDARD DISK SET IN THE TOP OF A
 OK0548'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OK0548'GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF DRIVEWAY
 OK0548'28 FEET EAST OF CENTER OF DOUGLAS ROAD, 18 FEET WEST OF THE
 OK0548'DRIVEWAY TO BARN, 3 FEET SOUTH-SOUTHEAST OF A SMALL ASH TREE
 OK0548'AND 1.3 FEET WEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'
 OK0548'THE AZIMUTH MARK, STAMPED---GUILD 1932 NO 2 1969---, IS A
 OK0548'STANDARD REFERENCE MARK DISK.  THE DISK IS SET IN THE TOP OF A
 OK0548'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 OK0548'ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE
 OK0548'APPROXIMATE CENTER OF STATE HIGHWAY 46, 39 FEET WEST OF THE
 OK0548'CENTER OF DOUGLAS ROAD, 21 FEET WEST-SOUTHWEST OF THE SOUTH END
 OK0548'OF CULVERT, 5 FEET WEST OF A 4 INCH CONCRETE POST AND 1.8 FEET
 OK0548'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'
 OK0548'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0548'HEIGHT OF TELESCOPE ABOVE STATION MARK 23.5 METERS.
 OK0548'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 OK0548'DESCRIBED BY H.C. HOWES.
 OK0548'
 OK0548'THIS IS THE LAST STATION OF THE TCT.  WHEN IT STARTED IN
 OK0548'HOMESTEAD, FLORIDA I WAS A PART OF THE TEAM.
 OK0548'IT GIVES ME A PLEASURE TO HAVE BEEN A PART OF THIS ENDEAVOR.
 OK0548'SIGNED BY HOLLIS CHARLES HOWES.
 OK0548
 OK0548                          STATION RECOVERY (1994)
 OK0548
 OK0548'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0548'RECOVERED IN GOOD CONDITION.
 OK0548
 OK0548                          STATION RECOVERY (2000)
 OK0548
 OK0548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JDL)
 OK0548'PUBLISHED THIRD-ORDER NAVD88 ORTHOMETRIC ELEVATION APPEARS TO BE
 OK0548'UNRELIABLE (HORIZONTAL POSITION IS OK). INDEPENDANT GPS OBSERVATION
 OK0548'INDICATES ORTHO ELEVATION OF ABOUT 274.4 METERS, WHICH ALSO AGREES
 OK0548'CLOSELY WITH USGS QUAD MAP (7 1/2 MINUTE QUAD RIVERDALE, MICH).
 OK0548
 OK0548                          STATION RECOVERY (2001)
 OK0548
 OK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0548
 OK0548                          STATION RECOVERY (2025)
 OK0548
 OK0548'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 OK0548'FOUND AS DESCRIBED.  RIP HOLLIS CHARLES HOWES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0083 ***********************************************************************
 RJ0083  DESIGNATION -  GULL
 RJ0083  PID         -  RJ0083
 RJ0083  STATE/COUNTY-  MI/CHIPPEWA
 RJ0083  COUNTRY     -  US
 RJ0083  USGS QUAD   -  PICKFORD (2017)
 RJ0083
 RJ0083                         *CURRENT SURVEY CONTROL
 RJ0083  ______________________________________________________________________
 RJ0083* NAD 83(1986) POSITION- 46 11 15.     (N) 084 18 00.     (W)   SCALED
 RJ0083* NAVD 88 ORTHO HEIGHT -   188.628 (meters)      618.86  (feet) ADJUSTED
 RJ0083  ______________________________________________________________________
 RJ0083  GEOID HEIGHT    -        -36.314 (meters)                     GEOID18
 RJ0083  DYNAMIC HEIGHT  -        188.636 (meters)      618.88  (feet) COMP
 RJ0083  MODELED GRAVITY -    980,652.7   (mgal)                       NAVD 88
 RJ0083
 RJ0083  VERT ORDER      -  FIRST     CLASS 0
 RJ0083
 RJ0083.The horizontal coordinates were scaled from a map and have
 RJ0083.an estimated accuracy of +/- 6 seconds.
 RJ0083
 RJ0083.The orthometric height was determined by differential leveling and
 RJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0083.in June 1991.
 RJ0083
 RJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0083.GEOID18 height accuracy estimate available here.
 RJ0083
 RJ0083.Click photographs - Photos may exist for this station.
 RJ0083
 RJ0083.The dynamic height is computed by dividing the NAVD 88
 RJ0083.geopotential number by the normal gravity value computed on the
 RJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0083.degrees latitude (g = 980.6199 gals.).
 RJ0083
 RJ0083.The modeled gravity was interpolated from observed gravity values.
 RJ0083
 RJ0083;                    North         East    Units  Estimated Accuracy
 RJ0083;SPC MI N     -   159,610.    8,208,380.      MT  (+/- 180 meters Scaled)
 RJ0083
 RJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083184(NAD 83)
 RJ0083
 RJ0083                          SUPERSEDED SURVEY CONTROL
 RJ0083
 RJ0083.No superseded survey control is available for this station.
 RJ0083
 RJ0083_MARKER: I = METAL ROD
 RJ0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0083_MARK LOGO: NONE
 RJ0083_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0083_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0083_ROD/PIPE-DEPTH: 5.5 meters
 RJ0083
 RJ0083  HISTORY     - Date     Condition        Report By
 RJ0083  HISTORY     - 1971     MONUMENTED       NOS
 RJ0083  HISTORY     - 1972     GOOD             USLS
 RJ0083  HISTORY     - 1983     GOOD             NGS
 RJ0083
 RJ0083                          STATION DESCRIPTION
 RJ0083
 RJ0083'DESCRIBED BY US LAKE SURVEY 1972
 RJ0083'7.8 MI S FROM BARBEAU.
 RJ0083'GULL IS IN CHIPPEWA COUNTY, MICHIGAN, 7.8 MILES SOUTH FROM THE POST
 RJ0083'OFFICE AT BARBEAU ALONG RIVERSIDE DRIVE, 404 FEET NORTH OF
 RJ0083'CENTERLINE OF AN EAST BOUND DIRT ROAD, 372.7 FEET NORTH OF A
 RJ0083'UTILITY POLE, 354.0 FEET SOUTH OF A UTILITY POLE, 57 FEET EAST
 RJ0083'OF CENTERLINE OF RIVERSIDE DRIVE, 7.1 FEET NORTH OF A UTILITY
 RJ0083'POLE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0083'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 18 FEET
 RJ0083'LONG.
 RJ0083
 RJ0083                          STATION RECOVERY (1983)
 RJ0083
 RJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.8 KM
 RJ0083'(7.95 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU
 RJ0083'TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI) NORTH OF AN INTERSECTION,
 RJ0083'17.37 METERS (57.0 FT) EAST OF THE CENTERLINE OF RIVERSIDE ROAD,
 RJ0083'2.16 METERS (7.1 FT) NORTH OF A UTILITY POLE, AND 107.90 METERS
 RJ0083'(354.0 FT) SOUTH OF A UTILITY POLE.
 RJ0083'THE MARK IS 0.34 METERS  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0856 ***********************************************************************
 QK0856  DESIGNATION -  GULL
 QK0856  PID         -  QK0856
 QK0856  STATE/COUNTY-  MI/CHARLEVOIX
 QK0856  COUNTRY     -  US
 QK0856  USGS QUAD   -  GULL ISLAND (2017)
 QK0856
 QK0856                         *CURRENT SURVEY CONTROL
 QK0856  ______________________________________________________________________
 QK0856* NAD 83(1994) POSITION- 45 42 19.10108(N) 085 50 07.41881(W)   ADJUSTED
 QK0856* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 QK0856  ______________________________________________________________________
 QK0856  GEOID HEIGHT    -        -35.541 (meters)                     GEOID18
 QK0856  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 QK0856  HORZ ORDER      -  FIRST
 QK0856
 QK0856.The horizontal coordinates were established by classical geodetic methods
 QK0856.and adjusted by the National Geodetic Survey in February 1997.
 QK0856
 QK0856.The orthometric height was scaled from a topographic map.
 QK0856
 QK0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0856.GEOID18 height accuracy estimate available here.
 QK0856
 QK0856.Click photographs - Photos may exist for this station.
 QK0856
 QK0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 QK0856
 QK0856. The following values were computed from the NAD 83(1994) position.
 QK0856
 QK0856;                    North         East     Units Scale Factor Converg.
 QK0856;SPC MI C     -   266,469.793 5,885,631.152   MT  1.00000123   -1 02 15.1
 QK0856;SPC MI C     -   874,244.73 19,309,813.49   iFT  1.00000123   -1 02 15.1
 QK0856;UTM  16      - 5,061,965.302   590,655.524   MT  0.99970104   +0 50 01.1
 QK0856
 QK0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0856!SPC MI C     -   0.99997720  x   1.00000123  =   0.99997843
 QK0856!UTM  16      -   0.99997720  x   0.99970104  =   0.99967825
 QK0856
 QK0856:                Primary Azimuth Mark                     Grid Az
 QK0856:SPC MI C     -  HIGH                                     077 01 35.3
 QK0856:UTM  16      -  HIGH                                     075 09 19.1
 QK0856
 QK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER9065561965(NAD 83)
 QK0856
 QK0856|---------------------------------------------------------------------|
 QK0856| PID    Reference Object                     Distance      Geod. Az  |
 QK0856|                                                           dddmmss.s |
 QK0856| QK0854 HIGH                                APPROX.12.2 KM 0755920.2 |
 QK0856|---------------------------------------------------------------------|
 QK0856
 QK0856                          SUPERSEDED SURVEY CONTROL
 QK0856
 QK0856  NAD 83(1986)-  45 42 19.09746(N)    085 50 07.41551(W) AD(       ) 1
 QK0856  NAD 27      -  45 42 19.11316(N)    085 50 07.11910(W) AD(       ) 1
 QK0856
 QK0856.Superseded values are not recommended for survey control.
 QK0856
 QK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0856.See file dsdata.pdf to determine how the superseded data were derived.
 QK0856
 QK0856_MARKER: S = SPIKE
 QK0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0856_PROJECTION: RECESSED 30 CENTIMETERS
 QK0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0856+STABILITY: SURFACE MOTION
 QK0856
 QK0856  HISTORY     - Date     Condition        Report By
 QK0856  HISTORY     - 1903     MONUMENTED       USLS
 QK0856  HISTORY     - 1918     GOOD             USLS
 QK0856
 QK0856                          STATION DESCRIPTION
 QK0856
 QK0856'DESCRIBED BY US LAKE SURVEY 1918
 QK0856'ON EAST SIDE OF GULL ISLAND OF BEARVER ISLAND GROUP IN NORTHERN LAKE
 QK0856'MICHIGAN, ABOUT 2,500 FEET FROM
 QK0856'NORTH END AND 1,100 FEET NORTH OF POINT ON EAST SIDE OF ISLAND, ON
 QK0856'HIGHEST RIDGE, 250 FEET FROM
 QK0856'WATERS EDGE, 56.5 FEET NORTH-NORTHWEST OF 10-INCH
 QK0856'BIRCH TREE, 123 FEET EAST OF 16-INCH BALSAM
 QK0856'TREE, AND 74.5 FEET SOUTH OF 12-INCH
 QK0856'DOUBLE BIRCH TREE.  ALL WITNESS TREES ARE MARKED BY SPIKE IN
 QK0856'CENTER OF TRIANGULAR BLAZE.
 QK0856'MARKED BY SPIKE IN CONCRETE MONUMENT 12 INCHES SQUARE, WITH TOP ABOUT
 QK0856'1 FOOT BELOW SURFACE OF
 QK0856'GROUND, AND MARKED U.S. 1903.  REFERENCE MARK IS
 QK0856'CONCRETE MONUMENT 12 INCHES SQUARE, MARKED
 QK0856'U.S. 1903, ON EAST EDGE OF FIRST
 QK0856'RIDGE FROM BEACH, ON LINE TO SOUTH END OF HIGH ISLAND, AND
 QK0856'85.7 FEET FROM STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ1329 ***********************************************************************
 RJ1329  DESIGNATION -  GULL ISLAND BRP+055
 RJ1329  PID         -  RJ1329
 RJ1329  STATE/COUNTY-  MI/CHIPPEWA
 RJ1329  COUNTRY     -  US
 RJ1329  USGS QUAD   -  BRIMLEY (2017)
 RJ1329
 RJ1329                         *CURRENT SURVEY CONTROL
 RJ1329  ______________________________________________________________________
 RJ1329* NAD 83(1994) POSITION- 46 26 34.93926(N) 084 30 57.11198(W)   ADJUSTED
 RJ1329* NAVD 88 ORTHO HEIGHT -   188.7   (meters)      619.    (feet) VERTCON3
 RJ1329  ______________________________________________________________________
 RJ1329  GEOID HEIGHT    -        -36.475 (meters)                     GEOID18
 RJ1329  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 RJ1329  HORZ ORDER      -  SECOND
 RJ1329
 RJ1329.The horizontal coordinates were established by classical geodetic methods
 RJ1329.and adjusted by the National Geodetic Survey in February 1997.
 RJ1329
 RJ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1329
 RJ1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1329.GEOID18 height accuracy estimate available here.
 RJ1329
 RJ1329.Click photographs - Photos may exist for this station.
 RJ1329
 RJ1329.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ1329
 RJ1329. The following values were computed from the NAD 83(1994) position.
 RJ1329
 RJ1329;                    North         East     Units Scale Factor Converg.
 RJ1329;SPC MI N     -   187,457.369 8,190,838.663   MT  0.99990662   +1 47 43.8
 RJ1329;SPC MI N     -   615,017.61 26,872,830.26   iFT  0.99990662   +1 47 43.8
 RJ1329;UTM  16      - 5,146,272.556   690,808.436   MT  1.00004755   +1 48 02.8
 RJ1329
 RJ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1329!SPC MI N     -   0.99997613  x   0.99990662  =   0.99988276
 RJ1329!UTM  16      -   0.99997613  x   1.00004755  =   1.00002368
 RJ1329
 RJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9080846272(NAD 83)
 RJ1329
 RJ1329                          SUPERSEDED SURVEY CONTROL
 RJ1329
 RJ1329  NAD 83(1986)-  46 26 34.93137(N)    084 30 57.10956(W) AD(       ) 2
 RJ1329  NGVD 29 (05/22/90)  188.7    (m)          619.     (f) VERT ANG       
 RJ1329
 RJ1329.Superseded values are not recommended for survey control.
 RJ1329
 RJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1329.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1329
 RJ1329_MARKER: DS = TRIANGULATION STATION DISK
 RJ1329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1329+WITH SETTING: INFORMATION.
 RJ1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1329
 RJ1329  HISTORY     - Date     Condition        Report By
 RJ1329  HISTORY     - 1988     MONUMENTED       USACE
 RJ1329
 RJ1329                          STATION DESCRIPTION
 RJ1329
 RJ1329'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1329'THE STATION IS LOCATED ABOUT 14 KM (8.7 MI) SOUTHWEST OF SAULT STE
 RJ1329'MARIE.
 RJ1329'6.1 KM (3.8 MI) NORTHEAST OF BRIMLEY.
 RJ1329'ON ROUND ISLAND IN GOVT LOT 5 SEC 26 T47N-R2W
 RJ1329'OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1329'
 RJ1329'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1329'FOR 1.0 KM (0.65 MI) ON RIDGE STREET, TURN LEFT AND GO SOUTH FOR
 RJ1329'0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1329'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1329'(6.0 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1329'PAST CEDAR POINT AND THE STATION ON ROUND ISLAND.
 RJ1329'
 RJ1329'THE STATION IS A STANDARD COE DISK
 RJ1329'STAMPED---BRP+055 1988---,
 RJ1329'SET INTO A PVC PIPE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE
 RJ1329'GROUND TO THE POINT OF REFUSAL.   LOCATED
 RJ1329'12.2 METERS (40 FT) FROM AN OLD BUILDING FOUNDATION AND
 RJ1329'61 METERS (200 FT) FROM THE WATERS EDGE ON A MAGNETIC
 RJ1329'AZIMUTH 26 DEGREE.
 RJ1329'
 RJ1329'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0030 ***********************************************************************
 QL0030  DESIGNATION -  GULLIVER
 QL0030  PID         -  QL0030
 QL0030  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0030  COUNTRY     -  US
 QL0030  USGS QUAD   -  GULLIVER (2017)
 QL0030
 QL0030                         *CURRENT SURVEY CONTROL
 QL0030  ______________________________________________________________________
 QL0030* NAD 83(1994) POSITION- 45 59 27.05904(N) 086 04 09.15578(W)   ADJUSTED
 QL0030* NAVD 88 ORTHO HEIGHT -   202.044 (meters)      662.87  (feet) ADJUSTED
 QL0030  ______________________________________________________________________
 QL0030  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 QL0030  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 QL0030  DYNAMIC HEIGHT  -        202.052 (meters)      662.90  (feet) COMP
 QL0030  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 QL0030
 QL0030  HORZ ORDER      -  THIRD
 QL0030  VERT ORDER      -  FIRST     CLASS 0
 QL0030
 QL0030.The horizontal coordinates were established by classical geodetic methods
 QL0030.and adjusted by the National Geodetic Survey in February 1997.
 QL0030
 QL0030.The orthometric height was determined by differential leveling and
 QL0030.adjusted by the NATIONAL GEODETIC SURVEY
 QL0030.in June 1991.
 QL0030
 QL0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0030.GEOID18 height accuracy estimate available here.
 QL0030
 QL0030.Click photographs - Photos may exist for this station.
 QL0030
 QL0030.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0030
 QL0030.The dynamic height is computed by dividing the NAVD 88
 QL0030.geopotential number by the normal gravity value computed on the
 QL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0030.degrees latitude (g = 980.6199 gals.).
 QL0030
 QL0030.The modeled gravity was interpolated from observed gravity values.
 QL0030
 QL0030. The following values were computed from the NAD 83(1994) position.
 QL0030
 QL0030;                    North         East     Units Scale Factor Converg.
 QL0030;SPC MI N     -   134,631.662 8,072,106.237   MT  0.99991597   +0 40 22.0
 QL0030;SPC MI N     -   441,704.93 26,483,288.18   iFT  0.99991597   +0 40 22.0
 QL0030;UTM  16      - 5,093,451.979   572,085.003   MT  0.99966388   +0 40 10.1
 QL0030
 QL0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0030!SPC MI N     -   0.99997385  x   0.99991597  =   0.99988982
 QL0030!UTM  16      -   0.99997385  x   0.99966388  =   0.99963774
 QL0030
 QL0030:                Primary Azimuth Mark                     Grid Az
 QL0030:SPC MI N     -  GULLIVER AZ MK                           265 34 17.4
 QL0030:UTM  16      -  GULLIVER AZ MK                           265 34 29.3
 QL0030
 QL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER7208593451(NAD 83)
 QL0030
 QL0030|---------------------------------------------------------------------|
 QL0030| PID    Reference Object                     Distance      Geod. Az  |
 QL0030|                                                           dddmmss.s |
 QL0030| QL0031 GULLIVER RM 1                        27.949 METERS 01340     |
 QL0030| QL0033 GULLIVER AZ MK                                     2661439.4 |
 QL0030| QL0032 GULLIVER RM 2                        30.584 METERS 26929     |
 QL0030|---------------------------------------------------------------------|
 QL0030
 QL0030                          SUPERSEDED SURVEY CONTROL
 QL0030
 QL0030  NAD 83(1986)-  45 59 27.05307(N)    086 04 09.15240(W) AD(       ) 3
 QL0030  NAD 27      -  45 59 27.14773(N)    086 04 08.68556(W) AD(       ) 3
 QL0030  NGVD 29 (??/??/92)  202.02   (m)          662.8    (f) COMPUTED    1 0
 QL0030
 QL0030.Superseded values are not recommended for survey control.
 QL0030
 QL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0030.See file dsdata.pdf to determine how the superseded data were derived.
 QL0030
 QL0030_MARKER: DS = TRIANGULATION STATION DISK
 QL0030_SETTING: 66 = SET IN ROCK OUTCROP
 QL0030_STAMPING: GULLIVER 1965
 QL0030_MARK LOGO: CGS
 QL0030_PROJECTION: PROJECTING 13 CENTIMETERS
 QL0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0030+STABILITY: POSITION/ELEVATION WELL
 QL0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0030+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 QL0030
 QL0030  HISTORY     - Date     Condition        Report By
 QL0030  HISTORY     - 1965     MONUMENTED       CGS
 QL0030  HISTORY     - 1971     GOOD             USGS
 QL0030  HISTORY     - 1972     GOOD             NGS
 QL0030  HISTORY     - 1972     GOOD             NGS
 QL0030  HISTORY     - 1976     GOOD             NGS
 QL0030  HISTORY     - 1979     GOOD             MIDH
 QL0030  HISTORY     - 19950207 GOOD             LOCENG
 QL0030  HISTORY     - 20010912 GOOD             MIDT
 QL0030
 QL0030                          STATION DESCRIPTION
 QL0030
 QL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0030'THE STATION IS NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD, ABOUT
 QL0030'2-1/2 MILES WEST OF GULLIVER, 8-1/2 MILES EAST-NORTHEAST OF MANISTIQUE
 QL0030'AND ON THE PROPERTY OF MR. VERNER NELSON.
 QL0030'
 QL0030'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GULLIVER, GO WEST ON
 QL0030'U.S. HIGHWAY 2 FOR 2.45 MILES TO THE STATION ON THE RIGHT.
 QL0030'
 QL0030'THE STATION MARK IS A STANDARD DISK STAMPED GULLIVER 1965, IS CEMENTED
 QL0030'IN A DRILL HOLE IN BEDROCK WHICH IS 12 INCHES BELOW THE SURFACE OF THE
 QL0030'GROUND.  IT IS 29.5 FEET NORTHWEST OF A TELEPHONE POLE, 36 FEET WEST
 QL0030'OF A 20 INCH BRICH TREE, 37 FEET NORTHEAST OF A TELEPHONE POLE WITH
 QL0030'TWO BRACES AND 120 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2.  NO
 QL0030'SECOND MARK WAS SET.
 QL0030'
 QL0030'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GULLIVER NO 1 1965, IS
 QL0030'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 25
 QL0030'FEET SOUTH OF A 15 INCH CEDAR TREE AND 87 FEET NORTH OF THE 20 INCH
 QL0030'BIRCH TREE.
 QL0030'
 QL0030'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GULLIVER NO 2 1965, IS
 QL0030'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 6
 QL0030'INCHES SOUTH OF A WIRE FENCE, 75 FEET NORTHWEST OF THE TELEPHONE WITH
 QL0030'TWO BRACES AND 117 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 QL0030'
 QL0030'AZIMUTH MARK, A STANDARD DISK STAMPED GULLIVER 1965, IS SET IN A ROUND
 QL0030'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 2 FEET NORTHWEST OF
 QL0030'A METAL WITNESS POST, 4 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER
 QL0030'ON ITS TOP, 17 FEET NORTH OF A WIRE FENCE, 37 FEET SOUTHEAST OF THE
 QL0030'EAST END OF A CONCRETE CULVERT AND 64 FEET SOUTH OF THE CENTERLINE OF
 QL0030'HIGHWAY 2.
 QL0030'
 QL0030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY 2
 QL0030'FOR 0.45 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK
 QL0030'ON THE LEFT.
 QL0030'
 QL0030'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0030
 QL0030                          STATION RECOVERY (1971)
 QL0030
 QL0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QL0030'GULLIVER AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QL0030'DISTANCES AND DIRECTIONS CEHCKED O.K.  ORIGINAL DESCRIPTION IS
 QL0030'ADEQUATE.
 QL0030
 QL0030                          STATION RECOVERY (1972)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0030'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 QL0030'IN GOOD CONDITION.
 QL0030'
 QL0030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.45 MILES WEST OF
 QL0030'GULLIVER
 QL0030
 QL0030                          STATION RECOVERY (1972)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0030'2.4 MI W FROM GULLIVER.  ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2
 QL0030'FROM THE POST OFFICE AT GULLIVER, ABOUT 450 FEET SOUTHEAST OF A LARGE
 QL0030'BARN, AT THE CREST OF A SMALL RISE, 120 FEET NORTH OF THE CENTER LINE
 QL0030'OF THE HIGHWAY, 36 FEET WEST OF A 20-INCH BIRCH TREE, 29 FEET
 QL0030'NORTHWEST OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QL0030'HIGHWAY, SET IN THE TOP OF A LIMESTONE ROCK THAT IS 12 INCHES BELOW
 QL0030'THE SURFACE OF THE GROUND.  SECTION 33, T 42N, R14W.
 QL0030
 QL0030                          STATION RECOVERY (1976)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QL0030'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN
 QL0030'GOOD CONDITION AND AS DESCRIBED.  THE DIRECTION TO REFERENCE 1 WAS
 QL0030'LESS BY 21 SECONDS AND THE DISTANCE WAS LESS BY 0.03 FT.  THE
 QL0030'DIRECTION TO REFERENCE MARK 2 WAS LESS BY 1 MINUTE AND 14 SECONDS
 QL0030'AND THE DISTANCE BY 0.03 FT.
 QL0030'
 QL0030'THE 1965 TOO REACH AND THE DESCRIPTION IS ADEQUATE.  A METAL WITNESS
 QL0030'POST WAS SET AT REFERENCE MARK 2.
 QL0030'
 QL0030'NO MEASUREMENT REFERENCE MARK 1 TO 2 DUE TO FIELD IN CROPS.
 QL0030'
 QL0030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 QL0030'OF GULLIVER.
 QL0030'
 QL0030'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QL0030
 QL0030                          STATION RECOVERY (1979)
 QL0030
 QL0030'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0030'RECOVERED IN GOOD CONDITION.
 QL0030
 QL0030                          STATION RECOVERY (1995)
 QL0030
 QL0030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 QL0030'RECOVERED AS DESCRIBED.
 QL0030
 QL0030                          STATION RECOVERY (2001)
 QL0030
 QL0030'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0030'STATION IS N88W, 17.5' OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0033 ***********************************************************************
 QL0033  DESIGNATION -  GULLIVER AZ MK
 QL0033  PID         -  QL0033
 QL0033  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0033  COUNTRY     -  US
 QL0033  USGS QUAD   -  GULLIVER (2017)
 QL0033
 QL0033                         *CURRENT SURVEY CONTROL
 QL0033  ______________________________________________________________________
 QL0033* NAD 83(1986) POSITION- 45 59 25.49   (N) 086 04 43.34   (W)   HD_HELD1
 QL0033* NAVD 88 ORTHO HEIGHT -   198.984 (meters)      652.83  (feet) ADJUSTED
 QL0033  ______________________________________________________________________
 QL0033  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 QL0033  DYNAMIC HEIGHT  -        198.992 (meters)      652.86  (feet) COMP
 QL0033  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 QL0033
 QL0033  VERT ORDER      -  FIRST     CLASS 0
 QL0033
 QL0033.The horizontal coordinates were determined by differentially corrected
 QL0033.hand held GPS observations or other comparable positioning techniques
 QL0033.and have an estimated accuracy of +/- 3 meters.
 QL0033
 QL0033.The orthometric height was determined by differential leveling and
 QL0033.adjusted by the NATIONAL GEODETIC SURVEY
 QL0033.in June 1991.
 QL0033
 QL0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0033.GEOID18 height accuracy estimate available here.
 QL0033
 QL0033.Click photographs - Photos may exist for this station.
 QL0033
 QL0033.The dynamic height is computed by dividing the NAVD 88
 QL0033.geopotential number by the normal gravity value computed on the
 QL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0033.degrees latitude (g = 980.6199 gals.).
 QL0033
 QL0033.The modeled gravity was interpolated from observed gravity values.
 QL0033
 QL0033;                    North         East    Units  Estimated Accuracy
 QL0033;SPC MI N     -   134,574.6   8,071,371.2     MT  (+/- 3 meters HH1 GPS) 
 QL0033
 QL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER7135093395(NAD 83)
 QL0033
 QL0033                          SUPERSEDED SURVEY CONTROL
 QL0033
 QL0033  NGVD 29 (??/??/92)  198.96   (m)          652.8    (f) COMPUTED    1 0
 QL0033
 QL0033.Superseded values are not recommended for survey control.
 QL0033
 QL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0033.See file dsdata.pdf to determine how the superseded data were derived.
 QL0033
 QL0033_MARKER: DZ = AZIMUTH MARK DISK
 QL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0033_STAMPING: GULLIVER 1965
 QL0033_MARK LOGO: CGS
 QL0033_PROJECTION: PROJECTING 18 CENTIMETERS
 QL0033_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0033+STABILITY: SURFACE MOTION
 QL0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0033+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2022
 QL0033
 QL0033  HISTORY     - Date     Condition        Report By
 QL0033  HISTORY     - 1965     MONUMENTED       CGS
 QL0033  HISTORY     - 1972     GOOD             NGS
 QL0033  HISTORY     - 1979     GOOD             MIDH
 QL0033  HISTORY     - 20010912 GOOD             MIDT
 QL0033  HISTORY     - 20010920 GOOD             JCLS
 QL0033  HISTORY     - 20060915 GOOD             USPSQD
 QL0033  HISTORY     - 20220728 GOOD             PROFLN
 QL0033
 QL0033                          STATION DESCRIPTION
 QL0033
 QL0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0033'3 MI W FROM GULLIVER.
 QL0033'ABOUT 2.95 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0033'AT GULLIVER, 64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0033'38 FEET SOUTHEAST OF THE EAST END OF A PIPE CULVERT, 5 FEET
 QL0033'SOUTHEAST OF A POWER POLE BEARING A TRANSFORMER AND BRACED
 QL0033'BY A GUY WIRE, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 QL0033'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QL0033'POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION
 QL0033'32, T42N, R14W
 QL0033
 QL0033                          STATION RECOVERY (1979)
 QL0033
 QL0033'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2001)
 QL0033
 QL0033'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2001)
 QL0033
 QL0033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2006)
 QL0033
 QL0033'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2022)
 QL0033
 QL0033'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (PNL)
 QL0033'THE MARK IS LOCATED 0.30 MI (0.48 KM) EAST ALONG US HIGHWAY 2 FROM THE
 QL0033'JUNCTION OF BERGMAN ROAD LEADING SOUTH; ALSO 0.21 MI (0.34 KM) WEST
 QL0033'ALONG US-2 FROM THE JUNCTION OF KELLY ROAD LEADING NORTH, 64 FT (19.5
 QL0033'M) SOUTH OF THE CENTER OF THE HIGHWAY, 3 FT (0.9 M) SOUTH OF AN
 QL0033'EAST-WEST POWER LINE, 40 FT (12.2 M) EAST OF THE CENTER OF AN
 QL0033'ABANDONED DRIVE LEADING SOUTH, S46E-37.0 FEET OF THE EAST END OF AN 18
 QL0033'INCH (46 CM) CORRUGATED METAL PIPE DRIVE CULVERT, S45E-5.3 FEET OF
 QL0033'POWER POLE VY2/159 AND N65W-2.1 FEET OF A METAL WITNESS POST.  THE
 QL0033'DISK IS SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER DOMED CONCRETE
 QL0033'MONUMENT.  SET A 1/2 INCH (13 MM) REBAR ALONGSIDE THE NORTH EDGE OF
 QL0033'THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0031 ***********************************************************************
 QL0031  DESIGNATION -  GULLIVER RM 1
 QL0031  PID         -  QL0031
 QL0031  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0031  COUNTRY     -  US
 QL0031  USGS QUAD   -  GULLIVER (2017)
 QL0031
 QL0031                         *CURRENT SURVEY CONTROL
 QL0031  ______________________________________________________________________
 QL0031* NAD 83(1986) POSITION- 45 59 27.94   (N) 086 04 08.85   (W)   HD_HELD1
 QL0031* NAVD 88 ORTHO HEIGHT -   202.546 (meters)      664.52  (feet) ADJUSTED
 QL0031  ______________________________________________________________________
 QL0031  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 QL0031  DYNAMIC HEIGHT  -        202.554 (meters)      664.55  (feet) COMP
 QL0031  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 QL0031
 QL0031  VERT ORDER      -  FIRST     CLASS 0
 QL0031
 QL0031.The horizontal coordinates were determined by differentially corrected
 QL0031.hand held GPS observations or other comparable positioning techniques
 QL0031.and have an estimated accuracy of +/- 3 meters.
 QL0031
 QL0031.The orthometric height was determined by differential leveling and
 QL0031.adjusted by the NATIONAL GEODETIC SURVEY
 QL0031.in June 1991.
 QL0031
 QL0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0031.GEOID18 height accuracy estimate available here.
 QL0031
 QL0031.Click photographs - Photos may exist for this station.
 QL0031
 QL0031.The dynamic height is computed by dividing the NAVD 88
 QL0031.geopotential number by the normal gravity value computed on the
 QL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0031.degrees latitude (g = 980.6199 gals.).
 QL0031
 QL0031.The modeled gravity was interpolated from observed gravity values.
 QL0031
 QL0031;                    North         East    Units  Estimated Accuracy
 QL0031;SPC MI N     -   134,658.9   8,072,112.5     MT  (+/- 3 meters HH1 GPS) 
 QL0031
 QL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER7209193479(NAD 83)
 QL0031
 QL0031                          SUPERSEDED SURVEY CONTROL
 QL0031
 QL0031  NGVD 29 (??/??/92)  202.52   (m)          664.4    (f) COMPUTED    1 0
 QL0031
 QL0031.Superseded values are not recommended for survey control.
 QL0031
 QL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0031.See file dsdata.pdf to determine how the superseded data were derived.
 QL0031
 QL0031_MARKER: DR = REFERENCE MARK DISK
 QL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0031_STAMPING: GULLIVER NO 1 1965
 QL0031_MARK LOGO: CGS
 QL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0031+STABILITY: SURFACE MOTION
 QL0031
 QL0031  HISTORY     - Date     Condition        Report By
 QL0031  HISTORY     - 1965     MONUMENTED       CGS
 QL0031  HISTORY     - 1972     GOOD             NGS
 QL0031  HISTORY     - 1979     GOOD             MIDH
 QL0031  HISTORY     - 20010912 GOOD             MIDT
 QL0031
 QL0031                          STATION DESCRIPTION
 QL0031
 QL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0031'2.4 MI W FROM GULLIVER.
 QL0031'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0031'AT GULLIVER, AT THE EAST EDGE OF AN OPEN GRASSY AREA AND NEAR
 QL0031'THE WEST EDGE OF A WOODED AREA, 91.7 FEET NORTH OF THE STATION
 QL0031'MARK, 208 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 1/2
 QL0031'FEET SOUTHWEST OF A 15 INCH CEDAR TREE, 5 FEET ABOVE THE LEVEL
 QL0031'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0031'5 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 33, T42N, R 14W
 QL0031'NOTE-- ABOUT 151 FEET NORTHEAST OF RM 2 DESCRIBED.
 QL0031
 QL0031                          STATION RECOVERY (1979)
 QL0031
 QL0031'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0031'RECOVERED IN GOOD CONDITION.
 QL0031
 QL0031                          STATION RECOVERY (2001)
 QL0031
 QL0031'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0032 ***********************************************************************
 QL0032  DESIGNATION -  GULLIVER RM 2
 QL0032  PID         -  QL0032
 QL0032  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0032  COUNTRY     -  US
 QL0032  USGS QUAD   -  GULLIVER (2017)
 QL0032
 QL0032                         *CURRENT SURVEY CONTROL
 QL0032  ______________________________________________________________________
 QL0032* NAD 83(1986) POSITION- 45 59 27.05   (N) 086 04 10.58   (W)   HD_HELD1
 QL0032* NAVD 88 ORTHO HEIGHT -   201.413 (meters)      660.80  (feet) ADJUSTED
 QL0032  ______________________________________________________________________
 QL0032  GEOID HEIGHT    -        -35.235 (meters)                     GEOID18
 QL0032  DYNAMIC HEIGHT  -        201.421 (meters)      660.83  (feet) COMP
 QL0032  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 QL0032
 QL0032  VERT ORDER      -  FIRST     CLASS 0
 QL0032
 QL0032.The horizontal coordinates were determined by differentially corrected
 QL0032.hand held GPS observations or other comparable positioning techniques
 QL0032.and have an estimated accuracy of +/- 3 meters.
 QL0032
 QL0032.The orthometric height was determined by differential leveling and
 QL0032.adjusted by the NATIONAL GEODETIC SURVEY
 QL0032.in June 1991.
 QL0032
 QL0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0032.GEOID18 height accuracy estimate available here.
 QL0032
 QL0032.Click photographs - Photos may exist for this station.
 QL0032
 QL0032.The dynamic height is computed by dividing the NAVD 88
 QL0032.geopotential number by the normal gravity value computed on the
 QL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0032.degrees latitude (g = 980.6199 gals.).
 QL0032
 QL0032.The modeled gravity was interpolated from observed gravity values.
 QL0032
 QL0032;                    North         East    Units  Estimated Accuracy
 QL0032;SPC MI N     -   134,631.0   8,072,075.6     MT  (+/- 3 meters HH1 GPS) 
 QL0032
 QL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER7205493451(NAD 83)
 QL0032
 QL0032                          SUPERSEDED SURVEY CONTROL
 QL0032
 QL0032  NGVD 29 (??/??/92)  201.39   (m)          660.7    (f) COMPUTED    1 0
 QL0032
 QL0032.Superseded values are not recommended for survey control.
 QL0032
 QL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0032.See file dsdata.pdf to determine how the superseded data were derived.
 QL0032
 QL0032_MARKER: DR = REFERENCE MARK DISK
 QL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0032_STAMPING: GULLIVER NO 2 1965
 QL0032_MARK LOGO: CGS
 QL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0032+STABILITY: SURFACE MOTION
 QL0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0032+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 QL0032
 QL0032  HISTORY     - Date     Condition        Report By
 QL0032  HISTORY     - 1965     MONUMENTED       CGS
 QL0032  HISTORY     - 1972     GOOD             NGS
 QL0032  HISTORY     - 1979     GOOD             MIDH
 QL0032  HISTORY     - 20010912 GOOD             MIDT
 QL0032
 QL0032                          STATION DESCRIPTION
 QL0032
 QL0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0032'2.4 MI W FROM GULLIVER.
 QL0032'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0032'AT GULLIVER, IN AN OPEN GRASSY AREA, 117 FEET NORTH OF THE
 QL0032'CENTER LINE OF THE HIGHWAY, 100.3 FEET WEST OF THE STATION
 QL0032'MARK DESCRIBED, 120 FEET NORTHWEST OF A TELEPHONE POLE, 151
 QL0032'FEET SOUTHWEST OF RM 1 DESCRIBED, 1.4 FEET EAST OF A METAL
 QL0032'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 QL0032'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 QL0032'GROUND.  SECTION 33, T 42N, R14W
 QL0032
 QL0032                          STATION RECOVERY (1979)
 QL0032
 QL0032'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0032'RECOVERED IN GOOD CONDITION.
 QL0032
 QL0032                          STATION RECOVERY (2001)
 QL0032
 QL0032'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PM0566 ***********************************************************************
 PM0566  DESIGNATION -  GUN
 PM0566  PID         -  PM0566
 PM0566  STATE/COUNTY-  MI/MASON
 PM0566  COUNTRY     -  US
 PM0566  USGS QUAD   -  FREE SOIL (2017)
 PM0566
 PM0566                         *CURRENT SURVEY CONTROL
 PM0566  ______________________________________________________________________
 PM0566* NAD 83(1994) POSITION- 44 05 16.15301(N) 086 11 36.09630(W)   ADJUSTED
 PM0566* NAVD 88 ORTHO HEIGHT -   261.2   (meters)      857.    (feet) VERTCON3
 PM0566  ______________________________________________________________________
 PM0566  GEOID HEIGHT    -        -34.790 (meters)                     GEOID18
 PM0566  LAPLACE CORR    -          7.75  (seconds)                    DEFLEC18
 PM0566  HORZ ORDER      -  FIRST
 PM0566
 PM0566.The horizontal coordinates were established by classical geodetic methods
 PM0566.and adjusted by the National Geodetic Survey in February 1997.
 PM0566
 PM0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0566
 PM0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0566.GEOID18 height accuracy estimate available here.
 PM0566
 PM0566.Click photographs - Photos may exist for this station.
 PM0566
 PM0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0566
 PM0566. The following values were computed from the NAD 83(1994) position.
 PM0566
 PM0566;                    North         East     Units Scale Factor Converg.
 PM0566;SPC MI C     -    87,340.543 5,853,713.121   MT  1.00002326   -1 17 25.4
 PM0566;SPC MI C     -   286,550.34 19,205,095.54   iFT  1.00002326   -1 17 25.4
 PM0566;UTM  16      - 4,881,943.203   564,576.241   MT  0.99965129   +0 33 40.5
 PM0566
 PM0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0566!SPC MI C     -   0.99996450  x   1.00002326  =   0.99998776
 PM0566!UTM  16      -   0.99996450  x   0.99965129  =   0.99961580
 PM0566
 PM0566:                Primary Azimuth Mark                     Grid Az
 PM0566:SPC MI C     -  IRONS                                    086 18 02.9
 PM0566:UTM  16      -  IRONS                                    084 26 57.0
 PM0566
 PM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6457681943(NAD 83)
 PM0566
 PM0566|---------------------------------------------------------------------|
 PM0566| PID    Reference Object                     Distance      Geod. Az  |
 PM0566|                                                           dddmmss.s |
 PM0566| PL0526 IRONS                               APPROX.24.6 KM 0850037.5 |
 PM0566| OL0505 DUNBAR STATE FIRE LOT               APPROX.15.2 KM 1471157.0 |
 PM0566| CH1219 GUN RM 1                             12.426 METERS 20649     |
 PM0566| CH1220 GUN RM 2                             25.113 METERS 26447     |
 PM0566| PM0572 MANISTEE W WILSON HIGH SCHOOL       APPROX.20.5 KM 3285054.2 |
 PM0566| PM0574 MANISTEE GUARDIAN ANGEL CH          APPROX.20.0 KM 3290051.5 |
 PM0566| PM0568 MANISTEE R AND R SALT CO STACK      APPROX.19.6 KM 3313539.9 |
 PM0566| PM0569 FILER CITY FIBER PAPER CO STK       APPROX.15.9 KM 3325226.9 |
 PM0566|---------------------------------------------------------------------|
 PM0566
 PM0566                          SUPERSEDED SURVEY CONTROL
 PM0566
 PM0566  NAD 83(1986)-  44 05 16.15478(N)    086 11 36.09795(W) AD(       ) 1
 PM0566  NAD 27      -  44 05 16.13100(N)    086 11 35.81383(W) AD(       ) 1
 PM0566  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 PM0566
 PM0566.Superseded values are not recommended for survey control.
 PM0566
 PM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0566.See file dsdata.pdf to determine how the superseded data were derived.
 PM0566
 PM0566_MARKER: DS = TRIANGULATION STATION DISK
 PM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0566_STAMPING: GUN 1932
 PM0566_MARK LOGO: CGS
 PM0566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0566+STABILITY: SURFACE MOTION
 PM0566
 PM0566  HISTORY     - Date     Condition        Report By
 PM0566  HISTORY     - 1932     MONUMENTED       CGS
 PM0566  HISTORY     - 1936     GOOD             CGS
 PM0566  HISTORY     - 1965     GOOD             USLS
 PM0566  HISTORY     - 1977     GOOD             NGS
 PM0566  HISTORY     - 1980     GOOD             MIDH
 PM0566  HISTORY     - 1980     GOOD             NGS
 PM0566
 PM0566                          STATION DESCRIPTION
 PM0566
 PM0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HCW)
 PM0566'ABOUT 10 MILES NORTHEAST OF SCOTTVILLE, 2-1/2 MILES NORTH OF
 PM0566'FOUNTAIN, 1-1/2 MILES SOUTHEAST OF FREE SOIL, IN NW 1/4 SEC. 35, T.
 PM0566'20 N., R. 16 W., ON LAND OWNED BY LEO DUFON WHO LIVES 1-1/2
 PM0566'MILES SOUTHWEST, 50 YARDS NORTHWEST OF CABIN, ON HIGHEST GROUND IN
 PM0566'VICINITY WHICH IS DOTTED WITH BURNT STUMPS, IN POPLAR SCRUB, AND
 PM0566'40 FEET NORTH OF NORTH EDGE OF CULTIVATED FIELD.  TO REACH FROM
 PM0566'SCOTTVILLE, GO NORTH 10.4 MILES ON U. S. ROUTE 31 TO MACADAM ROAD
 PM0566'TO EAST, PROCEED EAST 4.3 MILES PASSING THROUGH FREE SOIL TO
 PM0566'UNGRADED ROAD LEADING SOUTH, GO SOUTH 0.95 MILE TO FORK, TAKE
 PM0566'RIGHT-HAND ROAD WHICH IS LITTLE USED, AND GO 0.3 MILE TO END AT
 PM0566'FIELD AND TUMBLEDOWN CABIN.  SURFACE AND UNDERGROUND MARKS ARE
 PM0566'STANDARD STATION DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 PM0566'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE
 PM0566'PROJECTING 6 INCHES.  NO. 1 IS BETWEEN CULTIVATED FIELD AND POPLAR
 PM0566'BRUSH AT POINT WHERE THERE IS DISTINCT ANGLE IN LINE OF BRUSH, AND
 PM0566'41.09 FEET (SLOPE) FROM STATION.  NO. 2 IS
 PM0566'IN NORTH EDGE OF CULTIVATED FIELD, AND 82.74 FEET (SLOPE) FROM
 PM0566'STATION.
 PM0566
 PM0566                          STATION RECOVERY (1965)
 PM0566
 PM0566'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0566'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0566'
 PM0566'THE STATION IS 7 FEET NORTHWEST OF BLAZED 8 INCH POPLAR TREE, 7.5
 PM0566'FEET NORTHEAST OF A BLAZED 8 INCH POPLAR TREE.  SURFACE AND
 PM0566'UNDERGROUND MARKS ARE STANDARD DISCS SET IN CONCRETE.  SURFACE
 PM0566'MARK IS ABOUT 1/2 FOOT ABOVE GROUND SURFACE.
 PM0566'
 PM0566'REFERENCE MARKS ARE STANDARD REFERENCE DISCS IN CONCRETE, PROJECTING
 PM0566'6 INCHES.  NO. 1 IS BETWEEN CULTIVATED FIELD AND POPLAR BRUSH AT
 PM0566'POINT WHERE THERE IS DISTINCT ANGLE IN LINE OF BRUSH, AND 41.09
 PM0566'FEET (SLOPE) FROM STATION.
 PM0566'
 PM0566'REFERENCE MARK NO. 2 IS IN NORTH EDGE OF CULTIVATED FIELD, AND 82.74
 PM0566'FEET (SLOPE) FROM STATION.
 PM0566
 PM0566                          STATION RECOVERY (1977)
 PM0566
 PM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 PM0566'GOOD CONDITION.  THE DIRECTION BETWEEN REFERENCE MARKS COMPARED WITH
 PM0566'THE 1932 DATA.  A LONGER DISTANCE OF 0.024 METERS TO REFERENCE MARK
 PM0566'1 AND A LONGER DISTANCE OF 0.073 METERS TO REFERENCE MARK 2 WAS
 PM0566'NOTED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 PM0566'
 PM0566'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SCOTTVILLE, 2.5
 PM0566'MILES NORTH OF FOUNTAIN, 1.5 MILES SOUTHEAST OF FREESOIL, ON TOP OF
 PM0566'GUN MOUNTAIN, IN NW 1/4 SECTION 35, T. 20 N., R. 16 W., AND ON
 PM0566'PROPERTY OF JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY,
 PM0566'MICHIGAN 48084.
 PM0566'
 PM0566'TO REACH THE STATION FROM THE POST OFFICE IN FREESOIL GO EAST ON
 PM0566'PAVED ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 PM0566'GRAVELED ROAD FOR 1.3 MILES TO A FORK.  KEEP LEFT FORK PASSING SOUTH
 PM0566'OF A OLD HOUSE AND GO EAST-SOUTHEAST ON TRACK ROAD FOR 0.4 MILE TO
 PM0566'A FORK.  KEEP LEFT FORK AND GO EAST ON TRACK ROAD FOR 0.2 MILE TO
 PM0566'A SMALL CLEARING.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 PM0566'TOP OF THE HILL AND THE STATION.
 PM0566'
 PM0566'THE STATION MARK IS A STANDARD DISK STAMPED GUN 1932, SET IN THE TOP
 PM0566'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 PM0566'THE GROUND.  IT IS 13 FEET EAST OF TRIANGLE BLAZED TREE.
 PM0566'
 PM0566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUN NO 1 1932, SET IN THE
 PM0566'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 PM0566'ABOVE THE GROUND.  IT IS 33 FEET SOUTH OF THE TRIANGLE BLAZED TREE.
 PM0566'
 PM0566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUN NO 2 1932, SET IN THE
 PM0566'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 PM0566'ABOVE THE GROUND.  IT IS 69 FEET WEST OF THE TRIANGLE BLAZED TREE AND
 PM0566'ABOUT 5 FEET LOWER THAN THE STATION.
 PM0566'
 PM0566'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO TREES AND NO PLACE TO
 PM0566'LOCATE AZIMUTH MARK DUE TO TREES.
 PM0566'
 PM0566'HEIGHT OF LIGHT ABOVE STATION MARK 75 FEET.
 PM0566'
 PM0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 PM0566'SOUTHEAST OF FREESOIL.
 PM0566
 PM0566                          STATION RECOVERY (1980)
 PM0566
 PM0566'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0566'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PM0566'WITH 1932 DATA.  THE DIRECTION BETWEEN REFERENCE MARKS WAS NOTED TO
 PM0566'BE LARGER BY 58 SECONDS THAN THE 1932 AND 1977 DIRECTION BUT SMALLER
 PM0566'BY 01 MINUTE 27 SECONDS THAN THE NGS 1980 DIRECTION.
 PM0566'
 PM0566'TO REACH DESCRIPTION OF 1980 IS GOOD.
 PM0566'
 PM0566'PROPERTY OWNED BY JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY,
 PM0566'MICHIGAN 48084, TELEPHONE 313 879 0317.
 PM0566
 PM0566                          STATION RECOVERY (1980)
 PM0566
 PM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0566'CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS NOTED TO BE
 PM0566'LARGER BY 01 MINUTE 50.6 SECONDS THAN THE 1977 DIRECTION.  THE
 PM0566'DISTANCES TO THE REFERENCE MARKS CHECKED FAVORABLY.
 PM0566'
 PM0566'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHEAST OF SCOTTVILLE,
 PM0566'4.0 KM (2-1/2 MI) NORTH OF FOUNTAIN, 2.4 KM (1-1/2 MI) SOUTHEAST OF
 PM0566'FREESOIL, IN THE NW1/4,S35,T20N,R16W OF FREESOIL TOWNSHIP, AND ON
 PM0566'PROPERTY OWNED BY JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY, MI
 PM0566'48084.  TELEPHONE NUMBER 313-879-0317.
 PM0566'
 PM0566'TO REACH THE STATION FROM THE POST OFFICE IN FREESOIL, GO EAST ON
 PM0566'MICHIGAN STREET FOR 1.3 KM (0.8 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 PM0566'SOUTH ON STEPHENS ROAD FOR 1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT.
 PM0566'CONTINUE AHEAD ON STEPHENS ROAD FOR 0.4 KM (0.25 MI) TO A FORK.  TAKE
 PM0566'THE LEFT FORK AND GO SOUTHEASTERLY ON A TRACK ROAD FOR 0.6 KM (0.4 MI)
 PM0566'TO A SIDE ROAD LEFT. TURN LEFT AND FOLLOW A NARROW TRACK ROAD
 PM0566'NORTHEASTERLY FOR 0.3 KM (0.2 MI) TO A CLEARING.  TURN LEFT AND GO
 PM0566'UPHILL ON A CLEARED ROAD FOR 0.2 KM (0.1 MI) TO THE STATION.
 PM0566'
 PM0566'THE STATION IS A STANDARD CGS DISK STAMPED---GUN 1932---, SET INTO THE
 PM0566'TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING 7 CM
 PM0566'ABOVE THE GROUND.  IT IS LOCATED 5.49 METERS (18.0 FT) WEST-NORTHWEST
 PM0566'FROM A BLAZED POPLAR TREE, 4.15 METERS (13.6 FT) NORTHEAST FROM A
 PM0566'BLAZED POPLAR TREE, AND 3.67 METERS (12.05 FT) NORTHEAST FROM A METAL
 PM0566'WITNESS POST.
 PM0566'
 PM0566'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 PM0566'---GUN NO 1 1932---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10
 PM0566'CM ON A SIDE PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 2.38
 PM0566'METERS (7.8 FT) NORTHEAST FROM A BLAZED TREE AND 0.49 METER (1.6 FT)
 PM0566'WEST FROM A METAL WITNESS POST.  MARK IS BELOW STATION 0.2 METER.
 PM0566'
 PM0566'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK STAMPED
 PM0566'---GUN NO 2 1932---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10
 PM0566'CM ON A SIDE PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED 1.95
 PM0566'METERS (6.4 FT) SOUTH-SOUTHEAST FROM A BLAZED TREE AND 0.5 METER
 PM0566'(1.65 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.  MARK IS BELOW
 PM0566'STATION 0.2 METER.
 PM0566'
 PM0566'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.  NO SUITABLE
 PM0566'LOCATION FOR A LONG REFERENCE MARK OR AN AZIMUTH MARK.
 PM0566'
 PM0566'DESCRIBED BY R.L. ZURFLUH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RJ0924 ***********************************************************************
 RJ0924  DESIGNATION -  GUS
 RJ0924  PID         -  RJ0924
 RJ0924  STATE/COUNTY-  MI/CHIPPEWA
 RJ0924  COUNTRY     -  US
 RJ0924  USGS QUAD   -  OAK RIDGE OE E (2017)
 RJ0924
 RJ0924                         *CURRENT SURVEY CONTROL
 RJ0924  ______________________________________________________________________
 RJ0924* NAD 83(1994) POSITION- 46 20 26.12689(N) 084 07 26.29889(W)   ADJUSTED
 RJ0924* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0924  ______________________________________________________________________
 RJ0924  GEOID HEIGHT    -        -36.625 (meters)                     GEOID18
 RJ0924  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 RJ0924  HORZ ORDER      -  THIRD
 RJ0924
 RJ0924.The horizontal coordinates were established by classical geodetic methods
 RJ0924.and adjusted by the National Geodetic Survey in February 1997.
 RJ0924
 RJ0924.The orthometric height was scaled from a topographic map.
 RJ0924
 RJ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0924.GEOID18 height accuracy estimate available here.
 RJ0924
 RJ0924.Click photographs - Photos may exist for this station.
 RJ0924
 RJ0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 RJ0924
 RJ0924. The following values were computed from the NAD 83(1994) position.
 RJ0924
 RJ0924;                    North         East     Units Scale Factor Converg.
 RJ0924;SPC MI N     -   177,095.797 8,221,345.740   MT  0.99990330   +2 04 43.6
 RJ0924;SPC MI N     -   581,022.96 26,972,919.09   iFT  0.99990330   +2 04 43.6
 RJ0924;SPC MI C     -   336,082.043 6,018,688.177   MT  1.00021158   +0 10 17.2
 RJ0924;SPC MI C     - 1,102,631.37 19,746,352.29   iFT  1.00021158   +0 10 17.2
 RJ0924;UTM  16      - 5,135,910.898   721,322.911   MT  1.00020217   +2 04 53.5
 RJ0924
 RJ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0924!SPC MI N     -   0.99997815  x   0.99990330  =   0.99988145
 RJ0924!SPC MI C     -   0.99997815  x   1.00021158  =   1.00018972
 RJ0924!UTM  16      -   0.99997815  x   1.00020217  =   1.00018031
 RJ0924
 RJ0924:                Primary Azimuth Mark                     Grid Az
 RJ0924:SPC MI N     -  TS 45 ECC                                324 01 47.9
 RJ0924:SPC MI C     -  TS 45 ECC                                325 56 14.3
 RJ0924:UTM  16      -  TS 45 ECC                                324 01 38.0
 RJ0924
 RJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2132235910(NAD 83)
 RJ0924
 RJ0924|---------------------------------------------------------------------|
 RJ0924| PID    Reference Object                     Distance      Geod. Az  |
 RJ0924|                                                           dddmmss.s |
 RJ0924| RJ0915 PIER IBC 1944                       359.902 METERS 04528     |
 RJ0924| RJ0945 TS 45 ECC                           APPROX. 0.5 KM 3260631.5 |
 RJ0924|---------------------------------------------------------------------|
 RJ0924
 RJ0924                          SUPERSEDED SURVEY CONTROL
 RJ0924
 RJ0924  NAD 83(1986)-  46 20 26.11438(N)    084 07 26.30617(W) AD(       ) 3
 RJ0924  NAD 27      -  46 20 26.05100(N)    084 07 26.20400(W) AD(       ) 3
 RJ0924
 RJ0924.Superseded values are not recommended for survey control.
 RJ0924
 RJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0924.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0924
 RJ0924_MARKER: H = DRILL HOLE
 RJ0924_SETTING: 80 = SET IN A BOULDER
 RJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0924+STABILITY: SURFACE MOTION
 RJ0924
 RJ0924  HISTORY     - Date     Condition        Report By
 RJ0924  HISTORY     - 1944     MONUMENTED       IBC
 RJ0924  HISTORY     - 1958     GOOD             IBC
 RJ0924
 RJ0924                          STATION DESCRIPTION
 RJ0924
 RJ0924'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0924'ON POINT AUGUSTUS ON E SIDE OF SUGAR ISLAND, ACROSS THE EAST NEEBISH
 RJ0924'CHANNEL FROM THE CENTER OF EAST NEEBISH ISLAND AND THE OLD DOCK ON
 RJ0924'THAT ISLAND.  IT IS ON THE DOWNSTREAM END OF A SMALL BAY.  IT IS 10
 RJ0924'FEET INSIDE THE END OF THE POINT AND 9 FEET FROM THE BAY UPSTREAM.
 RJ0924'
 RJ0924'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP, IN A ROCK 20 BY
 RJ0924'10 INCHES BY 2 INCHES ABOVE GROUND, BETWEEN LARGER ROCKS TOWARD
 RJ0924'THE POINT, AND ON THE DOWNSTREAM SIDE.
 RJ0924
 RJ0924                          STATION RECOVERY (1958)
 RJ0924
 RJ0924'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QL0563 ***********************************************************************
 QL0563  DESIGNATION -  GUSTAFSON
 QL0563  PID         -  QL0563
 QL0563  STATE/COUNTY-  MI/MENOMINEE
 QL0563  COUNTRY     -  US
 QL0563  USGS QUAD   -  NADEAU (2017)
 QL0563
 QL0563                         *CURRENT SURVEY CONTROL
 QL0563  ______________________________________________________________________
 QL0563* NAD 83(1994) POSITION- 45 35 03.50204(N) 087 32 47.89602(W)   ADJUSTED
 QL0563* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 QL0563  ______________________________________________________________________
 QL0563  GEOID HEIGHT    -        -35.820 (meters)                     GEOID18
 QL0563  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 QL0563  HORZ ORDER      -  SECOND
 QL0563
 QL0563.The horizontal coordinates were established by classical geodetic methods
 QL0563.and adjusted by the National Geodetic Survey in February 1997.
 QL0563
 QL0563.The orthometric height was scaled from a topographic map.
 QL0563
 QL0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0563.GEOID18 height accuracy estimate available here.
 QL0563
 QL0563.Click photographs - Photos may exist for this station.
 QL0563
 QL0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0563
 QL0563. The following values were computed from the NAD 83(1994) position.
 QL0563
 QL0563;                    North         East     Units Scale Factor Converg.
 QL0563;SPC MI N     -    89,171.840 7,957,340.971   MT  0.99997712   -0 23 42.4
 QL0563;SPC MI N     -   292,558.53 26,106,761.72   iFT  0.99997712   -0 23 42.4
 QL0563;UTM  16      - 5,048,008.041   457,356.733   MT  0.99962236   -0 23 25.7
 QL0563
 QL0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0563!SPC MI N     -   0.99996407  x   0.99997712  =   0.99994119
 QL0563!UTM  16      -   0.99996407  x   0.99962236  =   0.99958645
 QL0563
 QL0563:                Primary Azimuth Mark                     Grid Az
 QL0563:SPC MI N     -  GUSTAFSON AZ MK                          289 19 03.5
 QL0563:UTM  16      -  GUSTAFSON AZ MK                          289 18 46.8
 QL0563
 QL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5735648008(NAD 83)
 QL0563
 QL0563|---------------------------------------------------------------------|
 QL0563| PID    Reference Object                     Distance      Geod. Az  |
 QL0563|                                                           dddmmss.s |
 QL0563| QL0560 POWERS PINECREST SAN WATER TK       APPROX.12.0 KM 0072711.8 |
 QL0563| CJ5044 GUSTAFSON RM 1                       27.633 METERS 13659     |
 QL0563| CJ5043 GUSTAFSON AZ MK                                    2885521.1 |
 QL0563| CJ5046 GUSTAFSON RM 3                       32.385 METERS 33712     |
 QL0563| CJ5045 GUSTAFSON RM 2                       29.837 METERS 33850     |
 QL0563|---------------------------------------------------------------------|
 QL0563
 QL0563                          SUPERSEDED SURVEY CONTROL
 QL0563
 QL0563  NAD 83(1986)-  45 35 03.50108(N)    087 32 47.89453(W) AD(       ) 2
 QL0563  NAD 27      -  45 35 03.61200(N)    087 32 47.44900(W) AD(       ) 2
 QL0563
 QL0563.Superseded values are not recommended for survey control.
 QL0563
 QL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0563.See file dsdata.pdf to determine how the superseded data were derived.
 QL0563
 QL0563_MARKER: DS = TRIANGULATION STATION DISK
 QL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0563_STAMPING: GUSTAFSON 1954
 QL0563_MARK LOGO: CGS
 QL0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0563+STABILITY: SURFACE MOTION
 QL0563
 QL0563  HISTORY     - Date     Condition        Report By
 QL0563  HISTORY     - 1954     MONUMENTED       CGS
 QL0563  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QL0563  HISTORY     - 1981     GOOD             MIDH
 QL0563  HISTORY     - 19960515 SEE DESCRIPTION  MIDT
 QL0563
 QL0563                          STATION DESCRIPTION
 QL0563
 QL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0563'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF STEPHENSON, 7 MILES
 QL0563'SOUTH OF POWERS, 1/2 MILE SOUTHEAST OF CARNEY AND ON PROPERTY OWNED BY
 QL0563'MR. ARNOLD GUSTAFSON.  IT IS 51 FEET SOUTHWEST OF THE APPROXIMATE
 QL0563'CENTER OF A FARM DRIVE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QL0563'STAMPED GUSTAFSON 1954.
 QL0563'
 QL0563'REFERENCE MARK NO 1 IS 25 FEET SOUTHWEST OF THE FOUTHWEST CORNER OF A
 QL0563'BARN AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 QL0563'AND THE DISK IS STAMPED GUSTAFSON NO 1 1954.
 QL0563'
 QL0563'REFERENCE MARK NO 2 IS 54 FEET WEST OF A CONCRETE STEP AT THE WEST
 QL0563'CORNER OF A HOUSE AND 9 FEET NORTH OF THE APPROXIMATE CENTER OF A FARM
 QL0563'DRIVE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GUSTAFSON
 QL0563'NO 2 1954.
 QL0563'
 QL0563'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER OF A FARM
 QL0563'DRIVE, 32 FEET SOUTH OF THE CENTER OF THE ROAD FORKS AND 2 FEET
 QL0563'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK
 QL0563'IS STAMPED GUSTAFSON 1954.
 QL0563'
 QL0563'TO REACH FROM THE JUNCTION OF US HIGHWAY 41 AND COUNTY HIGHWAY 374 AT
 QL0563'THE NORTH EDGE OF CARNEY, GO SOUTHWEST ON US HIGHWAY 41 FOR 0.05 MILE
 QL0563'TO A FORK, KEEP LEFT FORK SOUTH ON A GRAVEL ROAD FOR ABOUT 40 YARDS TO
 QL0563'A FORK, KEEP LEFT FORK EASTERLY FOR ABOUT 10 YARDS TO THE AZIMUTH MARK
 QL0563'ON THE RIGHT.  HERE CONTINUE EAST ON A FARM DRIVE FOR 0.35 MILE AND
 QL0563'THE STATION AS DESCRIBED.
 QL0563'
 QL0563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0563
 QL0563                          STATION RECOVERY (1964)
 QL0563
 QL0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 QL0563'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 QL0563'DESCRIBED, EXCEPT NO. 2 R.M. FOUND BROKEN WAS DESTROYED AFTER THE
 QL0563'ESTABLISHMENT OF NO. 3 R.M.
 QL0563'
 QL0563'ABOUT 0.1 MILE S ALONG NO. 41 U. S. HWY. FROM ITS JUNCTION WITH NO.
 QL0563'374 COUNTY HWY.  (THE MAIN E-W STREET IN CARNEY AND THE MAIN ROAD TO
 QL0563'NOLAN) ON E EDGE OF TOWN TO THE AZIMUTH MARK, THENCE 0.35 MILE ESE TO
 QL0563'TOP OF HILL AND STATION, ABOUT 35 YARDS SW OF THE HOME OF ARNOLD
 QL0563'GUSTAFSON ON HIGHEST POINT, 51 FEET SSW OF CENTER LINE OF FARM
 QL0563'DRIVEWAY, 65.5 FEET W OF ONE POWER POLE, 48.3 FEET E OF ANOTHER, 8.4
 QL0563'FEET S OF LINE OF POLES, ON CREST OF RIDGE, STANDARD DISKS STAMPED
 QL0563'GUSTAFSON 1954 IN NOTES 1A AND 7A MARKS, THE UPPER MARK PROJECTING 0.2
 QL0563'FOOT ABOVE GROUND.
 QL0563'
 QL0563'REFERENCE STAMPED GUSTAFSON NO 1 1954, NOTE 11A, PROJECTS 0.1 FOOT, IS
 QL0563'90.66 FEET OR 27.633 METERS SE IN AZIMUTH 316 DEG 59 MIN FROM THE
 QL0563'STATION, 25 FEET S OF SW CORNER OF A BARN, 3-1/2 FEET E OF PROJECTED
 QL0563'PLANE OF W WALL OF BARN, AND 1-1/2 FEET W OF A FENCE.
 QL0563'
 QL0563'REFERENCE STAMPED GUSTAFSON NO. 3 1964, NOTE 11B, PROJECTS 0.2 FOOT,
 QL0563'IS 106.25 FEET (32.385 METERS) NNW IN AZIMUTH 157 DEG 12 MIN FROM THE
 QL0563'STATION, 57 FEET SW OF SW CORNER OF THE BOTTOM OF CONCRETE STEPS TO
 QL0563'HOUSE, 36 FEET W OF PROJECTED PLANE OF W WALL OF THE STEPS, AND 14
 QL0563'FEET N OF CENTER LINE OF THE GRAVELED DRIVEWAY.
 QL0563'
 QL0563'AZIMUTH MARK STAMPED GUSTAFSON 1954, NOTE 16A, PROJECTS 0.3 FOOT, IS
 QL0563'0.35 MILE WNW IN AZIMUTH 108 DEG 55 MIN 25.7 SEC FROM THE STATION, 87
 QL0563'FEET E OF C/L OF 20-FOOT PAVEMENT OF NO. 41, HWY., 9 FEET SSW OF C/L
 QL0563'OF FARM LANE, AND 2 FEET E OF A STEEL WITNESS POST.
 QL0563
 QL0563                          STATION RECOVERY (1981)
 QL0563
 QL0563'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (BT)
 QL0563'GUSTAFSON 1954 RECOVERED GOOD.  RM 1 RECOVERED GOOD.  RM 3 DISTURBED.
 QL0563'DISK GONE.  AZIMUTH RECOVERED IN GOOD CONDITION.
 QL0563'
 QL0563'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SE OF CARNEY, MI.
 QL0563
 QL0563                          STATION RECOVERY (1996)
 QL0563
 QL0563'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0563'NOTE-AZIMUTH MARK DESTROYED.  THE MARK WAS FOUND UPROOTED FROM THE
 QL0563'GROUND AND LYING IN THE DITCH OF THE COUNTY ROAD LEADING TO THE
 QL0563'STATION BY A MDOT SURVEY TECHNICIAN.  THE DISK WAS RECOVERED AND
 QL0563'RETAINED BY MDOT NOTE-THE STATION MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 DP2697 ***********************************************************************
 DP2697  DESIGNATION -  GWE
 DP2697  PID         -  DP2697
 DP2697  STATE/COUNTY-  MI/MECOSTA
 DP2697  COUNTRY     -  US
 DP2697  USGS QUAD   -  BIG RAPIDS (2017)
 DP2697
 DP2697                         *CURRENT SURVEY CONTROL
 DP2697  ______________________________________________________________________
 DP2697* NAD 83(2011) POSITION- 43 41 11.85034(N) 085 28 49.04902(W)   ADJUSTED
 DP2697* NAD 83(2011) ELLIP HT-   258.384 (meters)        (05/15/14)   ADJUSTED
 DP2697* NAD 83(2011) EPOCH   -  2010.00
 DP2697* NAVD 88 ORTHO HEIGHT -   291.3   (meters)      956.    (feet) GPS OBS
 DP2697  ______________________________________________________________________
 DP2697  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP2697  GEOID HEIGHT    -        -32.902 (meters)                     GEOID12A
 DP2697  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 DP2697  NAD 83(2011) X  -    364,048.093 (meters)                     COMP
 DP2697  NAD 83(2011) Y  - -4,605,415.579 (meters)                     COMP
 DP2697  NAD 83(2011) Z  -  4,383,157.492 (meters)                     COMP
 DP2697  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 DP2697
 DP2697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2697  Standards:
 DP2697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2697  -------------------------------------------------------------------
 DP2697  NETWORK    0.79   2.16           0.36   0.27   1.10     -0.04094788
 DP2697  -------------------------------------------------------------------
 DP2697  Click here for local accuracies and other accuracy information.
 DP2697
 DP2697.The horizontal coordinates were established by GPS observations
 DP2697.and adjusted by the FERRIS STATE UNI in May 2014.
 DP2697
 DP2697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2697.been affixed to the stable North American tectonic plate. See 
 DP2697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2697
 DP2697.The horizontal coordinates are valid at the epoch date displayed above
 DP2697.which is a decimal equivalence of Year/Month/Day.
 DP2697
 DP2697.The orthometric height was determined by GPS observations and a
 DP2697.high-resolution geoid model.
 DP2697
 DP2697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2697.GEOID18 height accuracy estimate available here.
 DP2697
 DP2697.Click photographs - Photos may exist for this station.
 DP2697
 DP2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2697
 DP2697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2697
 DP2697.The ellipsoidal height was determined by GPS observations
 DP2697.and is referenced to NAD 83.
 DP2697
 DP2697. The following values were computed from the NAD 83(2011) position.
 DP2697
 DP2697;                    North         East     Units Scale Factor Converg.
 DP2697;SPC MI S     -   243,489.818 3,910,213.806   MT  1.00000483   -0 45 28.3
 DP2697;SPC MI S     -   798,851.11 12,828,785.45   iFT  1.00000483   -0 45 28.3
 DP2697;UTM  16      - 4,838,190.030   622,481.432   MT  0.99978452   +1 02 59.3
 DP2697
 DP2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2697!SPC MI S     -   0.99995948  x   1.00000483  =   0.99996431
 DP2697!UTM  16      -   0.99995948  x   0.99978452  =   0.99974401
 DP2697
 DP2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2248138190(NAD 83)
 DP2697
 DP2697                          SUPERSEDED SURVEY CONTROL
 DP2697
 DP2697.No superseded survey control is available for this station.
 DP2697
 DP2697_MARKER: Z = SEE DESCRIPTION
 DP2697_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DP2697_STAMPING: GWE2
 DP2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2697+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2014
 DP2697
 DP2697  HISTORY     - Date     Condition        Report By
 DP2697  HISTORY     - UNK      MONUMENTED       FERSU
 DP2697  HISTORY     - 20140117 GOOD             FERSU
 DP2697
 DP2697                          STATION DESCRIPTION
 DP2697
 DP2697'DESCRIBED BY FERRIS STATE UNI 2014 (AJM)
 DP2697'THE STATION IS LOCATED ON FERRIS STATE UNIVERSITY CAMPUS IN BIG RAPIDS
 DP2697'MI, MECOSTA COUNTY ABOUT 6 MI (9.7 KM) SOUTH OF PARIS, 7.5 MI (12.1
 DP2697'KM) WEST OF RODNEY AND 7.7 MI (12.4 KM) NORTH OF STANWOOD.
 DP2697'
 DP2697'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 131 WITH M-20
 DP2697'(PERRY AVENUE), GO EAST ON M-20 (PERRY AVENUE) FOR 1.86 MI (3.0 KM) TO
 DP2697'NORTHLAND DRIVE STRAIGHT AHEAD, CROSS NORTHLAND DRIVE ONTO CAMPUS
 DP2697'DRIVE STRAIGHT AHEAD AND GO EAST ON CAMPUS DRIVE FOR 0.03 MI (0.0 KM)
 DP2697'TO CAMPUS DRIVE ON THE RIGHT.  TURN RIGHT ONTO CAMPUS DRIVE AND GO
 DP2697'SOUTH AND THEN EAST FOR 0.17 MI (0.3 KM) TO CAMPUS DRIVE ON THE LEFT.
 DP2697'TURN LEFT ONTO CAMPUS DRIVE AND GO NORTHEAST FOR 0.11 MI (0.2 KM) TO
 DP2697'THE STOP SIGN AND STADIUM DRIVE ON THE RIGHT AND CAMPUS DRIVE STRAIGHT
 DP2697'AHEAD, GO STRAIGHT AHEAD ON CAMPUS DRIVE AND GO NORTHEAST FOR 90 FT
 DP2697'(27.4 M) TO A SIDEWALK ON THE LEFT, WALK ON THE SIDEWALK GOING
 DP2697'NORTHWEST FOR 85 FT (25.9 M) TO THE STATION IN THE WESTERLY EDGE OF
 DP2697'THE SIDEWALK BETWEEN THE SOUTHWEST ENTRANCE TO CLARK HALL AND THE
 DP2697'MUSIC CENTER.
 DP2697'
 DP2697'THE STATION IS LOCATED 13.9 FT (4.2 M) SOUTH 80 WEST FROM THE
 DP2697'NORTHWEST CORNER OF THE SOUTH ENTRANCE TO CLARK HALL, 36.2 FT (11.0 M)
 DP2697'SOUTH 11 WEST FROM A RED PLASTIC COVERED CONCRETE BIKE POST, 19.9 FT
 DP2697'(6.1 M) NORTH 45 WEST FROM AN 8 INCH (20 CM) CEDAR TREE, 70.0 FT (21.3
 DP2697'M) NORTH 3 WEST FROM THE CENTER OF A MANHOLE AND ABOUT 107 FT (32.6 M)
 DP2697'NORTHWEST FROM THE CENTERLINE OF CAMPUS DRIVE EAST OF THE INTERSECTION
 DP2697'OF STADIUM AND CAMPUS DRIVE.  THE STATION IS A 1 INCH (3 CM) BRASS CAP
 DP2697'AND WAS RECOVERED BY ALEX HOLMES, DESCRIBED BY ANDREW MURPHY 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0534 ***********************************************************************
 RK0534  DESIGNATION -  GWINN
 RK0534  PID         -  RK0534
 RK0534  STATE/COUNTY-  MI/MARQUETTE
 RK0534  COUNTRY     -  US
 RK0534  USGS QUAD   -  GWINN (2017)
 RK0534
 RK0534                         *CURRENT SURVEY CONTROL
 RK0534  ______________________________________________________________________
 RK0534* NAD 83(1994) POSITION- 46 17 02.80548(N) 087 29 08.65185(W)   ADJUSTED
 RK0534* NAVD 88 ORTHO HEIGHT -   413.7   (meters)     1357.    (feet) VERTCON3
 RK0534  ______________________________________________________________________
 RK0534  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 RK0534  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 RK0534  HORZ ORDER      -  FIRST
 RK0534
 RK0534.The horizontal coordinates were established by classical geodetic methods
 RK0534.and adjusted by the National Geodetic Survey in February 1997.
 RK0534
 RK0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0534
 RK0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0534.GEOID18 height accuracy estimate available here.
 RK0534
 RK0534.Click photographs - Photos may exist for this station.
 RK0534
 RK0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0534
 RK0534. The following values were computed from the NAD 83(1994) position.
 RK0534
 RK0534;                    North         East     Units Scale Factor Converg.
 RK0534;SPC MI N     -   166,917.322 7,962,570.158   MT  0.99990283   -0 21 03.9
 RK0534;SPC MI N     -   547,629.01 26,123,917.84   iFT  0.99990283   -0 21 03.9
 RK0534;UTM  16      - 5,125,729.785   462,581.279   MT  0.99961721   -0 21 03.9
 RK0534
 RK0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0534!SPC MI N     -   0.99994052  x   0.99990283  =   0.99984336
 RK0534!UTM  16      -   0.99994052  x   0.99961721  =   0.99955775
 RK0534
 RK0534:                Primary Azimuth Mark                     Grid Az
 RK0534:SPC MI N     -  GWINN AZ MK                              121 24 27.4
 RK0534:UTM  16      -  GWINN AZ MK                              121 24 27.4
 RK0534
 RK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6258125729(NAD 83)
 RK0534
 RK0534|---------------------------------------------------------------------|
 RK0534| PID    Reference Object                     Distance      Geod. Az  |
 RK0534|                                                           dddmmss.s |
 RK0534| RK0526 K I SAWYER AFB CONTROL TOWER        APPROX. 9.6 KM 0501840.7 |
 RK0534| RK0535 K I SAWYER AFB TANK BCN STAFF       APPROX. 9.7 KM 0524200.6 |
 RK0534| RK0522 K I SAWYER AFB EAST WATER TANK      APPROX.11.1 KM 0600910.5 |
 RK0534| RK0523 FORSYTH BELL TEL CO MICROWAVE       APPROX.13.8 KM 0791224.6 |
 RK0534| RK0530 GWINN ST ANTHONYS CHURCH SPIRE      APPROX. 3.1 KM 0880627.3 |
 RK0534| RK0531 GWINN MUNICIPAL TANK                APPROX. 3.9 KM 1073714.8 |
 RK0534| CJ2593 GWINN AZ MK                                        1210323.5 |
 RK0534| CJ2594 GWINN RM 1                            8.304 METERS 16633     |
 RK0534| RK0533 GWINN LOOKOUT TOWER 1955              8.294 METERS 16730     |
 RK0534| RK0537 GWINN CABLE TV MAST                  30.457 METERS 20219     |
 RK0534| CJ2595 GWINN RM 2                           33.101 METERS 25136     |
 RK0534| RK0568 PERCH LAKE TV STA WLUC MAST         APPROX.28.6 KM 2815700.9 |
 RK0534| RK0569 PERCH LAKE NMU TV MAST              APPROX.29.4 KM 2850936.5 |
 RK0534| RK0553 ISHPEMING CCIC MICROWAVE            APPROX.23.3 KM 3282538.8 |
 RK0534| RK0544 SUMMIT MTN TV STA WLUC MAST         APPROX.21.5 KM 3284548.7 |
 RK0534| RK0551 CLIFF 2                             APPROX.21.7 KM 3285107.8 |
 RK0534| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX.21.5 KM 3291113.5 |
 RK0534|---------------------------------------------------------------------|
 RK0534
 RK0534                          SUPERSEDED SURVEY CONTROL
 RK0534
 RK0534  NAD 83(1986)-  46 17 02.79987(N)    087 29 08.64871(W) AD(       ) 1
 RK0534  NAD 27      -  46 17 03.00100(N)    087 29 08.15300(W) AD(       ) 1
 RK0534  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 RK0534
 RK0534.Superseded values are not recommended for survey control.
 RK0534
 RK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0534.See file dsdata.pdf to determine how the superseded data were derived.
 RK0534
 RK0534_MARKER: DS = TRIANGULATION STATION DISK
 RK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0534_STAMPING: GWINN 1955
 RK0534_MARK LOGO: CGS
 RK0534_PROJECTION: FLUSH
 RK0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0534+STABILITY: SURFACE MOTION
 RK0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0534+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 RK0534
 RK0534  HISTORY     - Date     Condition        Report By
 RK0534  HISTORY     - 1955     MONUMENTED       CGS
 RK0534  HISTORY     - 1961     GOOD             CGS
 RK0534  HISTORY     - 1975     GOOD             NGS
 RK0534  HISTORY     - 19950207 GOOD             LOCENG
 RK0534  HISTORY     - 19950722 GOOD             USPSQD
 RK0534  HISTORY     - 20011014 GOOD             USPSQD
 RK0534  HISTORY     - 20060916 GOOD             GEOCAC
 RK0534
 RK0534                          STATION DESCRIPTION
 RK0534
 RK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0534'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF ISHPEMING AND 2
 RK0534'MILES WEST OF GWINN ON A PROMINENT WOODED HILL NEAR THE GWINN
 RK0534'LOOKOUT TOWER IN SECTION 19, T.45N.,R.25W.
 RK0534'
 RK0534'TO REACH THE STATION FROM GWINN, GO WESTERLY ON STATE HIGHWAY 35 FOR
 RK0534'1.6 MILES TO A GRAVEL ROAD LEFT JUST AFTER CROSSING RAILROAD TRACKS.
 RK0534'TURN LEFT, GO SOUTHERLY 0.5 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT,
 RK0534'GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 RK0534'0.6 MILE TO THE LOOKOUT TOWER AND STATION.
 RK0534'
 RK0534'THE STATION MARK, A STANDARD DISK STAMPED GWINN 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE, 27 FEET
 RK0534'NORTH OF AND 2 FEET LOWER THAN THE CENTER OF THE LOOKOUT TOWER AND
 RK0534'1 FOOT SOUTH OF A WHITE WITNESS POST.
 RK0534'
 RK0534'REFERENCE MARK 1, A STANDARD DISK STAMPED GWINN NO 1 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES IS IN THE APPROXIMATE
 RK0534'CENTER OF THE LOOKOUT TOWER 2 FEET HIGHER THAN THE STATION MARK.
 RK0534'
 RK0534'REFERENCE MARK 2, A STANDARD DISK STAMPED GWINN NO 2 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS ON THE NORTH SLOPE OF
 RK0534'A SMALL KNOLL APPROXIMATELY 3 FEET LOWER THAN THE STATION MARK.
 RK0534'
 RK0534'THE AZIMUTH MARK, A STANDARD DISK STAMPED GWINN 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 18 FEET SOUTH-WEST OF
 RK0534'OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTHWEST OF A TELEPHONE
 RK0534'POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THIS MARK IS NOT
 RK0534'VISIBLE FROM THE GROUND AT THE STATION MARK AND WOULD REQUIRE
 RK0534'CONSIDERABLE CLEARING TO BE MADE SO.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0534
 RK0534                          STATION RECOVERY (1961)
 RK0534
 RK0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0534'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1955 DESCRIPTION AND
 RK0534'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 RK0534'DIRECTION CHECKED TO REFERENCE MARK 1 AND AZIMUTH MARK.  THE
 RK0534'DIRECTION CHECKED TO REFERENCE MARK 2 BUT A SLIGHT DIFFERENCE WAS
 RK0534'FOUND IN THE DISTANCE. THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT,
 RK0534'ROAD CHANGES MAKE A NEW TO REACH NECESSARY.
 RK0534'
 RK0534'TO REACH THE STATION FROM GWINN, GO WESTERLY ON STATE ROUTE 35 FOR
 RK0534'1.5 MILES TO RAILROAD CROSSING AND THE PRINCETON POST OFFICE ON THE
 RK0534'RIGHT. CONTINUE WESTERLY ON STATE ROUTE 35 FOR 0.3 MILE TO A SIDE
 RK0534'ROAD LEFT, TURN LEFT (SOUTHERLY) FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 RK0534'TURN RIGHT ON DIRT ROAD (WESTERLY) FOR 0.2 MILE TO THE AZIMUTH MARK
 RK0534'ON THE LEFT SIDE OF ROAD.  CONTINUE WESTERLY FOR 0.6 MILE TO THE
 RK0534'LOOKOUT TOWER AND THE STATION.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0534
 RK0534                          STATION RECOVERY (1975)
 RK0534
 RK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0534'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 RK0534'
 RK0534'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RK0534'RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER, THE AZIMUTH MARK IS
 RK0534'NOT VISIBLE FROM THE GROUND OR TOP OF TOWER.  THE HORIZONTAL
 RK0534'DIRECTIONS BETWEEN THE REFERENCE MARKS CHECKED ADEQUATELY, THE
 RK0534'DISTANCE TO REFERENCE MARK 1 WAS IN DIFFERENCE OF 0.023 METER
 RK0534'LONGER, REFERENCE MARK 2 WAS IN DIFFERENCE OF 0.118 METER LONGER AND
 RK0534'VERIFIED. A NEW DESCRIPTION FOLLOWS.
 RK0534'
 RK0534'THE STATION IS LOCATED ABOUT 2 MILES WEST OF GWINN AND ON LAND OWNED
 RK0534'BY THE MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES, MR. ED
 RK0534'VETORT, DISTRICT SUPERVISOR, ESCANABA, MICHIGAN, TELEPHONE NUMBER
 RK0534'(906) 786-2351.
 RK0534'
 RK0534'TO REACH THE STATION FROM THE POST OFFICE IN GWINN, GO WEST ON STATE
 RK0534'HIGHWAY 35 FOR 1.65 MILES TO A PAVED ROAD LEFT AND HIDEAWAY TAVERN.
 RK0534'TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.35 MILE TO A BLADED
 RK0534'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE BLADED ROAD FOR
 RK0534'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE
 RK0534'BLADED ROAD FOR 0.6 MILE TO THE LOOKOUT TOWER AND THE STATION.
 RK0534'
 RK0534'STATION MARKS ARE STANDARD DISKS STAMPED GWINN 1955.  THE SURFACE
 RK0534'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RK0534'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET NORTHEAST OF THE
 RK0534'NORTHWEST LEG OF THE LOOKOUT TOWER, 4 FEET SOUTH OF A METAL WITNESS
 RK0534'POST AND 1 FOOT SOUTH OF A WOODEN WITNESS POST.  THE UNDERGROUND
 RK0534'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RK0534'BELOW THE GROUND SURFACE.
 RK0534'
 RK0534'REFERENCE MARK 1, A STANDARD DISK STAMPED GWINN NO 1 1955, IS SET IN
 RK0534'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 RK0534'ABOVE THE GROUND SURFACE.  IT IS IN THE CENTER OF THE LOOKOUT
 RK0534'TOWER.
 RK0534'
 RK0534'REFERENCE MARK 2, A STANDARD DISK STAMPED GWINN NO 2 1955, IS SET IN
 RK0534'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 RK0534'ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTHWEST OF THE CENTER OF
 RK0534'A TRACK ROAD AND 20 FEET SOUTHEAST OF A TIE DOWN FOR A GUY WIRES.
 RK0534'
 RK0534'AZIMUTH MARK, A STANDARD DISK STAMPED GWINN 1955, IS SET IN THE TOP
 RK0534'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 RK0534'THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTER OF THE
 RK0534'BLADED ROAD, 2 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 2 FEET
 RK0534'NORTH OF A METAL WITNESS POST.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0534'
 RK0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 RK0534'GWINN.
 RK0534
 RK0534                          STATION RECOVERY (1995)
 RK0534
 RK0534'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0534'RECOVERED AS DESCRIBED.
 RK0534
 RK0534                          STATION RECOVERY (1995)
 RK0534
 RK0534'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0534'RECOVERED IN GOOD CONDITION.
 RK0534
 RK0534                          STATION RECOVERY (2001)
 RK0534
 RK0534'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0534'ONLY STA MARK REMAINS UNDER DISMANTLED TOWER.  RM 1 HAS DISK MISSING
 RK0534'FROM CONCRETE POST.  RM 2 AND AZ MARKS NOT FOUND.
 RK0534
 RK0534                          STATION RECOVERY (2006)
 RK0534
 RK0534'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0534'STATION MARK RECOVERED IN GOOD CONDITION. RM 1 FOUND IN POOR
 RK0534'CONDITION. DISK IS GONE, BUT
 RK0534'STEM REMAINS IN THE CONCRETE. RM 2 FOUND IN GOOD CONDITION. AZ MARK
 RK0534'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0606 ***********************************************************************
 RK0606  DESIGNATION -  GYPSY
 RK0606  PID         -  RK0606
 RK0606  STATE/COUNTY-  MI/ALGER
 RK0606  COUNTRY     -  US
 RK0606  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0606
 RK0606                         *CURRENT SURVEY CONTROL
 RK0606  ______________________________________________________________________
 RK0606* NAD 83(1994) POSITION- 46 32 55.23441(N) 086 02 33.87174(W)   ADJUSTED
 RK0606* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) VERTCON3
 RK0606  ______________________________________________________________________
 RK0606  GEOID HEIGHT    -        -35.589 (meters)                     GEOID18
 RK0606  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 RK0606  HORZ ORDER      -  FIRST
 RK0606
 RK0606.The horizontal coordinates were established by classical geodetic methods
 RK0606.and adjusted by the National Geodetic Survey in February 1997.
 RK0606
 RK0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0606
 RK0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0606.GEOID18 height accuracy estimate available here.
 RK0606
 RK0606.Click photographs - Photos may exist for this station.
 RK0606
 RK0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0606
 RK0606. The following values were computed from the NAD 83(1994) position.
 RK0606
 RK0606;                    North         East     Units Scale Factor Converg.
 RK0606;SPC MI N     -   196,651.871 8,073,407.850   MT  0.99991338   +0 41 30.8
 RK0606;SPC MI N     -   645,183.30 26,487,558.56   iFT  0.99991338   +0 41 30.8
 RK0606;UTM  16      - 5,155,457.188   573,386.447   MT  0.99966620   +0 41 41.9
 RK0606
 RK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0606!SPC MI N     -   0.99995259  x   0.99991338  =   0.99986597
 RK0606!UTM  16      -   0.99995259  x   0.99966620  =   0.99961881
 RK0606
 RK0606:                Primary Azimuth Mark                     Grid Az
 RK0606:SPC MI N     -  ELBACK RESET                             173 01 17.7
 RK0606:UTM  16      -  ELBACK RESET                             173 01 06.6
 RK0606
 RK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7338655457(NAD 83)
 RK0606
 RK0606|---------------------------------------------------------------------|
 RK0606| PID    Reference Object                     Distance      Geod. Az  |
 RK0606|                                                           dddmmss.s |
 RK0606| RK0608 GYPSY LAKE USAF RADAR DOME          482.322 METERS 1042033.1 |
 RK0606| RK0607 ELBACK RESET                        APPROX. 0.9 KM 1734248.5 |
 RK0606| CH1221 GYPSY RM 1                           12.735 METERS 18035     |
 RK0606| RK0605 GYPSY LAKE LOOKOUT TOWER             12.737 METERS 18041     |
 RK0606| CH1222 GYPSY RM 2                           21.434 METERS 28126     |
 RK0606|---------------------------------------------------------------------|
 RK0606
 RK0606                          SUPERSEDED SURVEY CONTROL
 RK0606
 RK0606  NAD 83(1986)-  46 32 55.22876(N)    086 02 33.86874(W) AD(       ) 1
 RK0606  NAD 27      -  46 32 55.31538(N)    086 02 33.28681(W) AD(       ) 1
 RK0606  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 RK0606
 RK0606.Superseded values are not recommended for survey control.
 RK0606
 RK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0606.See file dsdata.pdf to determine how the superseded data were derived.
 RK0606
 RK0606_MARKER: DS = TRIANGULATION STATION DISK
 RK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0606_STAMPING: GYPSY 1965
 RK0606_MARK LOGO: CGS
 RK0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0606+STABILITY: SURFACE MOTION
 RK0606
 RK0606  HISTORY     - Date     Condition        Report By
 RK0606  HISTORY     - 1965     MONUMENTED       CGS
 RK0606  HISTORY     - 19950531 GOOD             MI-003
 RK0606
 RK0606                          STATION DESCRIPTION
 RK0606
 RK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0606'STATION IS LOCATED AT THE SITE OF THE GYPSY LAKE LOOKOUT TOWER, ABOUT
 RK0606'9 MILES SOUTH-SOUTWEST OF GRAND MARAIS, 15 MILES NORTH-NORTHWEST OF
 RK0606'SENEY, IN SECTION 22, T 48 N., R 14 W., AND ON STATE OWNED
 RK0606'PROPERTY.
 RK0606'
 RK0606'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0606'0.1 MILE WEST OF THE SCHOOL IN SENEY, GO NORTH ON HIGHWAY 77 FOR
 RK0606'15.45 MILES TO A SIDE ROAD LEFT (ADAMS TRAIL).  TURN LEFT AND GO
 RK0606'WESTERLY ON ADAMS TRAIL WHICH IS A GRAVELED ROAD FOR 1.4 MILES TO
 RK0606'A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON A GRAVELED
 RK0606'ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AND A SIGN GYPSY LAKE TOWER
 RK0606'ROAD.  TURN RIGHT AND GO NORTH ON A NARROW SAND ROAD FOR 0.8 MILE
 RK0606'TO THE END OF THE ROAD AND THE STATION AT THE NORTH SIDE OF THE
 RK0606'LOOKOUT TOWER.
 RK0606'
 RK0606'STATION MARKS ARE STANDARD DISKS STAMPED GYPSY 1965.  THE SURFACE
 RK0606'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 RK0606'IT IS 5 FEET SOUTHWEST OF A METAL WITNESS POST, 32 FEET NORTHWEST
 RK0606'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 33 FEET NORTHEAST OF
 RK0606'THE NORTHWEST LEG.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0606'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0606'
 RK0606'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GYPSY NO 1 1965, IS
 RK0606'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS SET
 RK0606'AT THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 RK0606'
 RK0606'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GYPSY NO 2 1965, IS
 RK0606'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 25
 RK0606'FEET NORTHWEST OF A 6 INCH BIRCH TREE AND 74 FEET NORTHWEST OF THE
 RK0606'METAL WITNESS POST.
 RK0606'
 RK0606'DUE TO THE HEAVY GROWTH OF TREES NO SUITABLE PLACE FOR AN AZIMUTH
 RK0606'MARK COULD BE FOUND.
 RK0606'
 RK0606'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0606
 RK0606                          STATION RECOVERY (1995)
 RK0606
 RK0606'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1995 (RLJ)
 RK0606'RECOVERED AS DESCRIBED.  SET SURVEY MARKER SIGN ON CARSONITE POST 1.5
 RK0606'FT. NORTH OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0605 ***********************************************************************
 RK0605  DESIGNATION -  GYPSY LAKE LOOKOUT TOWER
 RK0605  PID         -  RK0605
 RK0605  STATE/COUNTY-  MI/ALGER
 RK0605  COUNTRY     -  US
 RK0605  USGS QUAD   -  AU SABLE POINT SE (2017)
 RK0605
 RK0605                         *CURRENT SURVEY CONTROL
 RK0605  ______________________________________________________________________
 RK0605* NAD 83(1994) POSITION- 46 32 54.82196(N) 086 02 33.87879(W)   ADJUSTED
 RK0605  ______________________________________________________________________
 RK0605  GEOID HEIGHT    -        -35.589 (meters)                     GEOID18
 RK0605  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 RK0605  HORZ ORDER      -  THIRD
 RK0605
 RK0605.The horizontal coordinates were established by classical geodetic methods
 RK0605.and adjusted by the National Geodetic Survey in February 1997.
 RK0605
 RK0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0605.GEOID18 height accuracy estimate available here.
 RK0605
 RK0605.Click photographs - Photos may exist for this station.
 RK0605
 RK0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 RK0605
 RK0605. The following values were computed from the NAD 83(1994) position.
 RK0605
 RK0605;                    North         East     Units Scale Factor Converg.
 RK0605;SPC MI N     -   196,639.135 8,073,407.853   MT  0.99991337   +0 41 30.8
 RK0605;SPC MI N     -   645,141.52 26,487,558.57   iFT  0.99991337   +0 41 30.8
 RK0605;UTM  16      - 5,155,444.455   573,386.452   MT  0.99966620   +0 41 41.8
 RK0605
 RK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7338655444(NAD 83)
 RK0605
 RK0605                          SUPERSEDED SURVEY CONTROL
 RK0605
 RK0605  NAD 83(1986)-  46 32 54.81632(N)    086 02 33.87554(W) AD(       ) 3
 RK0605  NAD 27      -  46 32 54.90314(N)    086 02 33.29391(W) AD(       ) 3
 RK0605
 RK0605.Superseded values are not recommended for survey control.
 RK0605
 RK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0605.See file dsdata.pdf to determine how the superseded data were derived.
 RK0605
 RK0605_MARKER: 57 = LOOKOUT TOWER
 RK0605
 RK0605  HISTORY     - Date     Condition        Report By
 RK0605  HISTORY     - 1965     FIRST OBSERVED   CGS
 RK0605
 RK0605                          STATION DESCRIPTION
 RK0605
 RK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0605'STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS
 RK0605'LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF GRAND MARAIS, 15 MILES NORTH
 RK0605'NORTHWEST OF SENEY, IN SECTION 22, T 48 N, R 14 W, AND IS
 RK0605'OWNED AND OPERATED BY THE MICHIGAN CONSERVATION DEPARTMENT.  IT IS
 RK0605'A 4-LEG UNPAINTED STEEL TOWER WITH AN ENCLOSED OBSERVATION
 RK0605'CABIN ON TOP, OVERALL HEIGHT FROM GROUND TO PEAK OF ROOF IS 100
 RK0605'FT.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RK0605'GYPSY, THE DISTANCE BEING 41.8 FEET AND 12.73 METERS.
 RK0605'
 RK0605'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 (ABOUT 0.1
 RK0605'MILE WEST OF THE SCHOOL IN SENEY), GO NORTH ON HIGHWAY 77 FOR 15.45
 RK0605'MILES TO A SIDE ROAD LEFT (ADAMS TRAIL).  TURN LEFT AND GO WESTERLY
 RK0605'ON ADAMS TRAIL, A GRAVELED ROAD, FOR 1.4 MILES TO A FORK.  TAKE
 RK0605'THE RIGHT FORK AND CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 0.2
 RK0605'MILE TO A SIDE ROAD RIGHT AND A SIGN GYPSY LAKE TOWER.  TURN RIGHT
 RK0605'AND GO NORTH ON A NARROW SAND ROAD FOR 0.8 MILE TO THE END OF
 RK0605'THE ROAD AND THE LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0082 ***********************************************************************
 NF0082  DESIGNATION -  H
 NF0082  PID         -  NF0082
 NF0082  STATE/COUNTY-  MI/INGHAM
 NF0082  COUNTRY     -  US
 NF0082  USGS QUAD   -  EAST LANSING (2017)
 NF0082
 NF0082                         *CURRENT SURVEY CONTROL
 NF0082  ______________________________________________________________________
 NF0082* NAD 83(1986) POSITION- 42 42 43.     (N) 084 29 38.     (W)   SCALED
 NF0082* NAVD 88 ORTHO HEIGHT -   261.12  (+/-2cm)      856.7   (feet) VERTCON3
 NF0082  ______________________________________________________________________
 NF0082  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 NF0082  VERT ORDER      -  ? (See Below)
 NF0082
 NF0082.The horizontal coordinates were scaled from a map and have
 NF0082.an estimated accuracy of +/- 6 seconds.
 NF0082
 NF0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0082
 NF0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0082.GEOID18 height accuracy estimate available here.
 NF0082
 NF0082.The vertical order pertains to the NGVD 29 superseded value.
 NF0082
 NF0082.Click photographs - Photos may exist for this station.
 NF0082
 NF0082;                    North         East    Units  Estimated Accuracy
 NF0082;SPC MI S     -   134,630.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0082
 NF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN052318(NAD 83)
 NF0082
 NF0082                          SUPERSEDED SURVEY CONTROL
 NF0082
 NF0082  NGVD 29 (??/??/92)  261.249  (m)          857.11   (f) ADJ UNCH       
 NF0082
 NF0082.Superseded values are not recommended for survey control.
 NF0082
 NF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0082.See file dsdata.pdf to determine how the superseded data were derived.
 NF0082
 NF0082_MARKER: DD = SURVEY DISK
 NF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0082_STAMPING: H
 NF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0082+STABILITY: SURFACE MOTION
 NF0082
 NF0082  HISTORY     - Date     Condition        Report By
 NF0082  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0082  HISTORY     - 1932     GOOD             MISCOL
 NF0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0082
 NF0082                          STATION DESCRIPTION
 NF0082
 NF0082'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0082'AT EAST LANSING.
 NF0082'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0082'FARM, AT THE INTERSECTION OF HARRISON ROAD AND MOUNT HOPE ROAD,
 NF0082'AT THE NORTHWEST CORNER OF A SCHOOL LOT, 30 FEET EAST OF THE
 NF0082'CENTERLINE OF HARRISON ROAD, AND 1.4 FEET SOUTH OF THE NORTH
 NF0082'BOUNDARY OF THE LOT.  A MICHIGAN STATE COLLEGE STANDARD DISK,
 NF0082'STAMPED H AND SET IN THE TOP OF A CONCRETE POST.
 NF0082
 NF0082                          STATION RECOVERY (1978)
 NF0082
 NF0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0741 ***********************************************************************
 OJ0741  DESIGNATION -  H 1 MI 79
 OJ0741  PID         -  OJ0741
 OJ0741  STATE/COUNTY-  MI/SANILAC
 OJ0741  COUNTRY     -  US
 OJ0741  USGS QUAD   -  PORT SANILAC (2017)
 OJ0741
 OJ0741                         *CURRENT SURVEY CONTROL
 OJ0741  ______________________________________________________________________
 OJ0741* NAD 83(1994) POSITION- 43 25 44.51390(N) 082 32 23.17496(W)   ADJUSTED
 OJ0741* NAVD 88 ORTHO HEIGHT -   180.58  (+/-2cm)      592.5   (feet) VERTCON3
 OJ0741  ______________________________________________________________________
 OJ0741  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0741  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 OJ0741  HORZ ORDER      -  SECOND
 OJ0741  VERT ORDER      -  THIRD ? (See Below)
 OJ0741
 OJ0741.The horizontal coordinates were established by classical geodetic methods
 OJ0741.and adjusted by the National Geodetic Survey in February 1997.
 OJ0741
 OJ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0741
 OJ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0741.GEOID18 height accuracy estimate available here.
 OJ0741
 OJ0741.The vertical order pertains to the NGVD 29 superseded value.
 OJ0741
 OJ0741.Click photographs - Photos may exist for this station.
 OJ0741
 OJ0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0741
 OJ0741. The following values were computed from the NAD 83(1994) position.
 OJ0741
 OJ0741;                    North         East     Units Scale Factor Converg.
 OJ0741;SPC MI S     -   215,881.889 4,147,907.493   MT  0.99995192   +1 14 35.7
 OJ0741;SPC MI S     -   708,273.91 13,608,620.38   iFT  0.99995192   +1 14 35.7
 OJ0741;UTM  17      - 4,809,611.203   375,371.709   MT  0.99979106   -1 03 31.2
 OJ0741
 OJ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0741!SPC MI S     -   0.99997712  x   0.99995192  =   0.99992904
 OJ0741!UTM  17      -   0.99997712  x   0.99979106  =   0.99976819
 OJ0741
 OJ0741:                Primary Azimuth Mark                     Grid Az
 OJ0741:SPC MI S     -  PORT SAN C OF E D                        022 29 24.5
 OJ0741:UTM  17      -  PORT SAN C OF E D                        024 47 31.4
 OJ0741
 OJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7537109611(NAD 83)
 OJ0741
 OJ0741|---------------------------------------------------------------------|
 OJ0741| PID    Reference Object                     Distance      Geod. Az  |
 OJ0741|                                                           dddmmss.s |
 OJ0741| OJ0739 PORT SAN C OF E D                   461.538 METERS 0234400.2 |
 OJ0741| OJ0738 PORT SANILAC S BRK LT               396.303 METERS 05526     |
 OJ0741| OJ0737 PORT SANILAC N BRK LT               432.683 METERS 0705614.9 |
 OJ0741| OJ0745 H 1 MI 79 RM 1                       47.585 METERS 15913     |
 OJ0741| OJ0733 PORT SANILAC LIGHTHOUSE              28.187 METERS 27106     |
 OJ0741|---------------------------------------------------------------------|
 OJ0741
 OJ0741                          SUPERSEDED SURVEY CONTROL
 OJ0741
 OJ0741  NAD 83(1986)-  43 25 44.50097(N)    082 32 23.19773(W) AD(       ) 2
 OJ0741  NAD 27      -  43 25 44.41176(N)    082 32 23.46077(W) AD(       ) 2
 OJ0741  NGVD 29             180.70   (m)          592.8    (f) LEVELING    3  
 OJ0741
 OJ0741.Superseded values are not recommended for survey control.
 OJ0741
 OJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0741.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0741
 OJ0741_MARKER: DD = SURVEY DISK
 OJ0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0741_STAMPING: H 1 MI 79 1979
 OJ0741_MARK LOGO: NOS
 OJ0741_PROJECTION: FLUSH
 OJ0741_MAGNETIC: P = MARKER IS A STEEL PIPE
 OJ0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0741
 OJ0741  HISTORY     - Date     Condition        Report By
 OJ0741  HISTORY     - 1979     MONUMENTED       NOS
 OJ0741  HISTORY     - 1980     GOOD             NOS
 OJ0741  HISTORY     - 19940718 GOOD             USPSQD
 OJ0741  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0741
 OJ0741                          STATION DESCRIPTION
 OJ0741
 OJ0741'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0741'THE STATION IS LOCATED AT PORT SANILAC AT THE UNMANNED COAST GUARD
 OJ0741'STATION.
 OJ0741'
 OJ0741'TO REACH THE STATION FROM THE JUNCTION OF M 25 AND M 46 IN PORT
 OJ0741'SANILAC GO 0.1 MILE EAST ON M 46,TURN RIGHT AND GO 0.15 MILES SOUTH TO
 OJ0741'COAST GUARD STATION ON LEFT AND LIGHTHOUSE.
 OJ0741'
 OJ0741'THE STATION IS A STANDARD NOS DISK STAMPED---H 1 MI 79 1979---, SET
 OJ0741'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH
 OJ0741'GROUND.  IT IS LOCATED 92 FEET EAST FROM THE LIGHTHOUSE, 8.75 FEET
 OJ0741'EAST FROM EAST EDGE OF A ROCK RETAINING WALL.
 OJ0741'
 OJ0741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0741'
 OJ0741'DESCRIBED BY J.D.SHEA
 OJ0741
 OJ0741                          STATION RECOVERY (1980)
 OJ0741
 OJ0741'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0741'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 OJ0741'
 OJ0741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0741
 OJ0741                          STATION RECOVERY (1994)
 OJ0741
 OJ0741'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0741'RECOVERED IN GOOD CONDITION.
 OJ0741
 OJ0741                          STATION RECOVERY (2001)
 OJ0741
 OJ0741'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0741'OWNER OF PROPERTY IS MR. TIM CONKLIN, 85 LAKE STREET, FORT SANILAC,
 OJ0741'MICHIGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0745 ***********************************************************************
 OJ0745  DESIGNATION -  H 1 MI 79 RM 1
 OJ0745  PID         -  OJ0745
 OJ0745  STATE/COUNTY-  MI/SANILAC
 OJ0745  COUNTRY     -  US
 OJ0745  USGS QUAD   -  PORT SANILAC (2017)
 OJ0745
 OJ0745                         *CURRENT SURVEY CONTROL
 OJ0745  ______________________________________________________________________
 OJ0745* NAD 83(1994) POSITION- 43 25 43.07229(N) 082 32 22.42449(W)   ADJUSTED
 OJ0745* NAVD 88 ORTHO HEIGHT -   180.0   (meters)      591.    (feet) VERTCON3
 OJ0745  ______________________________________________________________________
 OJ0745  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 OJ0745  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 OJ0745  HORZ ORDER      -  THIRD
 OJ0745
 OJ0745.The horizontal coordinates were established by classical geodetic methods
 OJ0745.and adjusted by the National Geodetic Survey in February 1997.
 OJ0745
 OJ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0745
 OJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0745.GEOID18 height accuracy estimate available here.
 OJ0745
 OJ0745.Click photographs - Photos may exist for this station.
 OJ0745
 OJ0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0745
 OJ0745. The following values were computed from the NAD 83(1994) position.
 OJ0745
 OJ0745;                    North         East     Units Scale Factor Converg.
 OJ0745;SPC MI S     -   215,837.778 4,147,925.333   MT  0.99995186   +1 14 36.2
 OJ0745;SPC MI S     -   708,129.19 13,608,678.91   iFT  0.99995186   +1 14 36.2
 OJ0745;UTM  17      - 4,809,566.418   375,387.761   MT  0.99979101   -1 03 30.6
 OJ0745
 OJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0745!SPC MI S     -   0.99997722  x   0.99995186  =   0.99992908
 OJ0745!UTM  17      -   0.99997722  x   0.99979101  =   0.99976823
 OJ0745
 OJ0745:                Primary Azimuth Mark                     Grid Az
 OJ0745:SPC MI S     -  PORT SAN C OF E D                        018 38 18.3
 OJ0745:UTM  17      -  PORT SAN C OF E D                        020 56 25.1
 OJ0745
 OJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7538709566(NAD 83)
 OJ0745
 OJ0745|---------------------------------------------------------------------|
 OJ0745| PID    Reference Object                     Distance      Geod. Az  |
 OJ0745|                                                           dddmmss.s |
 OJ0745| OJ0739 PORT SAN C OF E D                   496.593 METERS 0195254.5 |
 OJ0745| OJ0741 H 1 MI 79                            47.585 METERS 33913     |
 OJ0745|---------------------------------------------------------------------|
 OJ0745
 OJ0745                          SUPERSEDED SURVEY CONTROL
 OJ0745
 OJ0745  NAD 83(1986)-  43 25 43.05935(N)    082 32 22.44727(W) AD(       ) 3
 OJ0745  NAD 27      -  43 25 42.96998(N)    082 32 22.71023(W) AD(       ) 3
 OJ0745  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 OJ0745
 OJ0745.Superseded values are not recommended for survey control.
 OJ0745
 OJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0745.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0745
 OJ0745_MARKER: DD = SURVEY DISK
 OJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0745_STAMPING: H 1 MI RM 1 1980
 OJ0745_MARK LOGO: NOS
 OJ0745_PROJECTION: RECESSED 8 CENTIMETERS
 OJ0745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0745+STABILITY: SURFACE MOTION
 OJ0745
 OJ0745  HISTORY     - Date     Condition        Report By
 OJ0745  HISTORY     - 1980     MONUMENTED       NOS
 OJ0745  HISTORY     - 19940718 GOOD             USPSQD
 OJ0745  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0745
 OJ0745                          STATION DESCRIPTION
 OJ0745
 OJ0745'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0745'THE STATION IS LOCATED IN PORT SANILAC, MICHIGAN NEAR THE UNMANNED
 OJ0745'COAST GUARD STATION AND THE PORT SANILAC LIGHTHOUSE.
 OJ0745'
 OJ0745'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET
 OJ0745'AND CHERRY STREET IN PORT SANILAC GO EAST ON CHERRY STREET
 OJ0745'TO ITS TERMINATION NEAR THE SHORELINE OF LAKE HURON.
 OJ0745'
 OJ0745'THE STATION IS A STANDARD NOS DISK
 OJ0745'STAMPED---H 1 MI RM 1 1980---,
 OJ0745'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 OJ0745'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0745'15.84 METERS (52.0 FT) SOUTHWEST FROM THE NORTH POST OF A CHAIN
 OJ0745'GATE
 OJ0745'15.66 METERS (51.4 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A
 OJ0745'STEEL PILE RETAINING WALL
 OJ0745'13.84 METERS (45.4 FT) WEST-SOUTHWEST FROM THE SOUTH POST OF A
 OJ0745'CHAIN GATE
 OJ0745'7.0 METERS (23 FT) SOUTH FROM THE CENTERLINE OF CHERRY STREET AND
 OJ0745'0.9 METER (3 FT) SOUTHEAST FROM A ROAD ENDS TRAFFIC SIGN. THE
 OJ0745'STATION IS ON LINE WITH THE SOUTH POST OF THE CHAIN GATE AND
 OJ0745'THE NORTH BREAKWATER LIGHT NUMBER 2.
 OJ0745'
 OJ0745'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 OJ0745'
 OJ0745'DESCRIBED BY B DECROIX.
 OJ0745
 OJ0745                          STATION RECOVERY (1994)
 OJ0745
 OJ0745'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0745'RECOVERED IN GOOD CONDITION.
 OJ0745
 OJ0745                          STATION RECOVERY (2001)
 OJ0745
 OJ0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0745'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0064 ***********************************************************************
 OJ0064  DESIGNATION -  H 1 USLS
 OJ0064  PID         -  OJ0064
 OJ0064  STATE/COUNTY-  MI/SANILAC
 OJ0064  COUNTRY     -  US
 OJ0064  USGS QUAD   -  CROSWELL (2017)
 OJ0064
 OJ0064                         *CURRENT SURVEY CONTROL
 OJ0064  ______________________________________________________________________
 OJ0064* NAD 83(1986) POSITION- 43 15 43.     (N) 082 31 52.     (W)   SCALED
 OJ0064* NAVD 88 ORTHO HEIGHT -   189.490 (meters)      621.69  (feet) ADJUSTED
 OJ0064  ______________________________________________________________________
 OJ0064  GEOID HEIGHT    -        -34.704 (meters)                     GEOID18
 OJ0064  DYNAMIC HEIGHT  -        189.450 (meters)      621.55  (feet) COMP
 OJ0064  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 OJ0064
 OJ0064  VERT ORDER      -  FIRST     CLASS 0
 OJ0064
 OJ0064.The horizontal coordinates were scaled from a map and have
 OJ0064.an estimated accuracy of +/- 6 seconds.
 OJ0064
 OJ0064.The orthometric height was determined by differential leveling and
 OJ0064.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0064.in June 1991.
 OJ0064
 OJ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0064.GEOID18 height accuracy estimate available here.
 OJ0064
 OJ0064.Click photographs - Photos may exist for this station.
 OJ0064
 OJ0064.The dynamic height is computed by dividing the NAVD 88
 OJ0064.geopotential number by the normal gravity value computed on the
 OJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0064.degrees latitude (g = 980.6199 gals.).
 OJ0064
 OJ0064.The modeled gravity was interpolated from observed gravity values.
 OJ0064
 OJ0064;                    North         East    Units  Estimated Accuracy
 OJ0064;SPC MI S     -   197,340.    4,149,010.      MT  (+/- 180 meters Scaled)
 OJ0064
 OJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757910(NAD 83)
 OJ0064
 OJ0064                          SUPERSEDED SURVEY CONTROL
 OJ0064
 OJ0064  NGVD 29 (11/26/84)  189.611  (m)          622.08   (f) ADJUSTED    1 0
 OJ0064
 OJ0064.Superseded values are not recommended for survey control.
 OJ0064
 OJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0064.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0064
 OJ0064_MARKER: DD = SURVEY DISK
 OJ0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0064_SP_SET: FOUNDATION
 OJ0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0064+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 OJ0064
 OJ0064  HISTORY     - Date     Condition        Report By
 OJ0064  HISTORY     - 1937     MONUMENTED       USLS
 OJ0064  HISTORY     - 1970     GOOD             USLS
 OJ0064  HISTORY     - 1980     GOOD             NGS
 OJ0064  HISTORY     - 19940728 GOOD             USPSQD
 OJ0064  HISTORY     - 20020307 GOOD             USPSQD
 OJ0064  HISTORY     - 20050501 GOOD             USPSQD
 OJ0064
 OJ0064                          STATION DESCRIPTION
 OJ0064
 OJ0064'DESCRIBED BY US LAKE SURVEY 1970
 OJ0064'AT LEXINGTON.
 OJ0064'H 1 IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, 0.4 MILES SOUTH OF
 OJ0064'THE INTERSECTION OF MAIN AND HURON STREETS, ON THE WEST SIDE
 OJ0064'OF MAIN STREET, ON THE NORTH FACE OF HOUSE NUMBER 5774, 5.8
 OJ0064'FEET FROM THE NORTHEAST CORNER, 1 FOOT ABOVE THE GROUND, BEING
 OJ0064'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE STONE
 OJ0064'FOUNDATION.  BM H-1 1937.
 OJ0064
 OJ0064                          STATION RECOVERY (1980)
 OJ0064
 OJ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0064'IN LEXINGTON, SET VERTICALLY 1 FOOT ABOVE THE GROUND IN THE NORTH
 OJ0064'FACE OF THE STONE FOUNDATION OF HOUSE NUMBER 5774 HIGHWAY 25 (MAIN
 OJ0064'STREET) 0.6 KILOMETER (0.4 MILE) SOUTH OF THE JUNCTION OF HURON
 OJ0064'AVENUE, 1.74 METERS (5.7 FEET) WEST OF THE NORTHEAST CORNER OF THE
 OJ0064'HOUSE.
 OJ0064
 OJ0064                          STATION RECOVERY (1994)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0064'RECOVERED IN GOOD CONDITION.
 OJ0064
 OJ0064                          STATION RECOVERY (2002)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0064'RECOVERED IN GOOD CONDITION.
 OJ0064
 OJ0064                          STATION RECOVERY (2005)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0498 ***********************************************************************
 NF0498  DESIGNATION -  H 10
 NF0498  PID         -  NF0498
 NF0498  STATE/COUNTY-  MI/CALHOUN
 NF0498  COUNTRY     -  US
 NF0498  USGS QUAD   -  BATTLE CREEK (2017)
 NF0498
 NF0498                         *CURRENT SURVEY CONTROL
 NF0498  ______________________________________________________________________
 NF0498* NAD 83(1986) POSITION- 42 19 19.     (N) 085 11 56.     (W)   SCALED
 NF0498* NAVD 88 ORTHO HEIGHT -   242.842 (meters)      796.72  (feet) ADJUSTED
 NF0498  ______________________________________________________________________
 NF0498  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 NF0498  DYNAMIC HEIGHT  -        242.765 (meters)      796.47  (feet) COMP
 NF0498  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 NF0498
 NF0498  VERT ORDER      -  FIRST     CLASS II
 NF0498
 NF0498.The horizontal coordinates were scaled from a map and have
 NF0498.an estimated accuracy of +/- 6 seconds.
 NF0498
 NF0498.The orthometric height was determined by differential leveling and
 NF0498.adjusted by the NATIONAL GEODETIC SURVEY
 NF0498.in June 1991.
 NF0498
 NF0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0498.GEOID18 height accuracy estimate available here.
 NF0498
 NF0498.Click photographs - Photos may exist for this station.
 NF0498
 NF0498.The dynamic height is computed by dividing the NAVD 88
 NF0498.geopotential number by the normal gravity value computed on the
 NF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0498.degrees latitude (g = 980.6199 gals.).
 NF0498
 NF0498.The modeled gravity was interpolated from observed gravity values.
 NF0498
 NF0498;                    North         East    Units  Estimated Accuracy
 NF0498;SPC MI S     -    91,640.    3,931,400.      MT  (+/- 180 meters Scaled)
 NF0498
 NF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM484870(NAD 83)
 NF0498
 NF0498                          SUPERSEDED SURVEY CONTROL
 NF0498
 NF0498.No superseded survey control is available for this station.
 NF0498
 NF0498_MARKER: Q = CHISELED SQUARE
 NF0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0498_SP_SET: ABUTMENT
 NF0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0498+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 NF0498
 NF0498  HISTORY     - Date     Condition        Report By
 NF0498  HISTORY     - 1916     MONUMENTED       CGS
 NF0498  HISTORY     - 1939     GOOD             CGS
 NF0498  HISTORY     - 1962     GOOD             CGS
 NF0498  HISTORY     - 1977     GOOD             MIDH
 NF0498  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0498  HISTORY     - 19970304 POOR             USPSQD
 NF0498  HISTORY     - 20160525 GOOD             MIDT
 NF0498
 NF0498                          STATION DESCRIPTION
 NF0498
 NF0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NF0498'AT AUGUST.
 NF0498'AT AUGUSTA, KALAMAZOO COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NF0498'0.4 MILE EAST OF THE STATION, AT A BRIDGE OVER KALAMAZOO RIVER,
 NF0498'ON THE SOUTH END OF THE WEST ABUTMENT, 6.6 FEET SOUTH OF THE
 NF0498'SOUTH RAIL, AND 1.4 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE,
 NF0498'ABOVE THE LETTERS U.S.  NOTE-- CONCRETE SURFACE APPEARS SLIGHTLY
 NF0498'WEATHERED.
 NF0498
 NF0498                          STATION RECOVERY (1962)
 NF0498
 NF0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NF0498'RECOVERED IN GOOD CONDITION.
 NF0498
 NF0498                          STATION RECOVERY (1977)
 NF0498
 NF0498'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0498'RECOVERED IN GOOD CONDITION.
 NF0498
 NF0498                          STATION RECOVERY (1985)
 NF0498
 NF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0498'NOTE--NEW CONCRETE HAS BEEN ADDED TO THE TOP OF THE ABUTMENT.
 NF0498
 NF0498                          STATION RECOVERY (1997)
 NF0498
 NF0498'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0498'MARK RECOVERED IN POOR CONDITION.
 NF0498
 NF0498                          STATION RECOVERY (2016)
 NF0498
 NF0498'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0243 ***********************************************************************
 QJ0243  DESIGNATION -  H 10 MI 77
 QJ0243  PID         -  QJ0243
 QJ0243  STATE/COUNTY-  MI/ALPENA
 QJ0243  COUNTRY     -  US
 QJ0243  USGS QUAD   -  LONG LAKE EAST (2017)
 QJ0243
 QJ0243                         *CURRENT SURVEY CONTROL
 QJ0243  ______________________________________________________________________
 QJ0243* NAD 83(1994) POSITION- 45 12 11.29173(N) 083 22 47.87045(W)   ADJUSTED
 QJ0243* NAVD 88 ORTHO HEIGHT -   179.3   (meters)      588.    (feet) VERTCON3
 QJ0243  ______________________________________________________________________
 QJ0243  GEOID HEIGHT    -        -36.822 (meters)                     GEOID18
 QJ0243  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 QJ0243  HORZ ORDER      -  THIRD
 QJ0243
 QJ0243.The horizontal coordinates were established by classical geodetic methods
 QJ0243.and adjusted by the National Geodetic Survey in February 1997.
 QJ0243
 QJ0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0243
 QJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0243.GEOID18 height accuracy estimate available here.
 QJ0243
 QJ0243.Click photographs - Photos may exist for this station.
 QJ0243
 QJ0243.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0243
 QJ0243. The following values were computed from the NAD 83(1994) position.
 QJ0243
 QJ0243;                    North         East     Units Scale Factor Converg.
 QJ0243;SPC MI C     -   210,096.814 6,077,515.106   MT  0.99992297   +0 41 49.3
 QJ0243;SPC MI C     -   689,294.01 19,939,354.02   iFT  0.99992297   +0 41 49.3
 QJ0243;UTM  17      - 5,008,272.216   313,086.727   MT  1.00002959   -1 41 21.6
 QJ0243
 QJ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0243!SPC MI C     -   0.99997767  x   0.99992297  =   0.99990064
 QJ0243!UTM  17      -   0.99997767  x   1.00002959  =   1.00000726
 QJ0243
 QJ0243:                Primary Azimuth Mark                     Grid Az
 QJ0243:SPC MI C     -  H 11 MI 77                               151 18 10.5
 QJ0243:UTM  17      -  H 11 MI 77                               153 41 21.4
 QJ0243
 QJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1308608272(NAD 83)
 QJ0243
 QJ0243|---------------------------------------------------------------------|
 QJ0243| PID    Reference Object                     Distance      Geod. Az  |
 QJ0243|                                                           dddmmss.s |
 QJ0243| QJ0222 H 11 MI 77                          APPROX. 5.3 KM 1515959.8 |
 QJ0243|---------------------------------------------------------------------|
 QJ0243
 QJ0243                          SUPERSEDED SURVEY CONTROL
 QJ0243
 QJ0243  NAD 83(1986)-  45 12 11.28850(N)    083 22 47.86957(W) AD(       ) 3
 QJ0243  NAD 27      -  45 12 11.23274(N)    083 22 47.97417(W) AD(       ) 3
 QJ0243  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 QJ0243
 QJ0243.Superseded values are not recommended for survey control.
 QJ0243
 QJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0243
 QJ0243_MARKER: DD = SURVEY DISK
 QJ0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0243_STAMPING: H 10 MI 77
 QJ0243_MARK LOGO: NOS
 QJ0243_MAGNETIC: P = MARKER IS A STEEL PIPE
 QJ0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0243
 QJ0243  HISTORY     - Date     Condition        Report By
 QJ0243  HISTORY     - 1979     MONUMENTED       NOS
 QJ0243
 QJ0243                          STATION DESCRIPTION
 QJ0243
 QJ0243'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0243'THE STATION IS LOCATED AT ROCKPORT ON THE WEST SHORE
 QJ0243'OF LAKE HURON.
 QJ0243'
 QJ0243'TO REACH THE STATION FROM THE JUNCTION OF ROCKPORT ROAD
 QJ0243'AND U.S.HIGHWAY 23,WHICH IS ABOUT 9 MILES NORTH OF
 QJ0243'ALPENA AND 2.1 MILES SOUTH OF THE ALPENA/PRESQUE ISLE
 QJ0243'COUNTIES LINES, GO 2.25 MILES EAST ON ROCKPORT ROAD
 QJ0243'TO A SHARP CURVE, CONTINUE NORTH AROUND THE CURVE FOR
 QJ0243'1.2 MILES TO A TRACK ROAD JUST BEFORE REACHING A
 QJ0243'LARGE ABANDONED BUILDING. TURN RIGHT ON THE TRACK ROAD
 QJ0243'AND GO 0.2 MILES EAST AND NORTH TO THE AREA OF THE
 QJ0243'STATION ON THE LEFT.
 QJ0243'
 QJ0243'THE STATION IS THE CENTER OF A 42 INCH BY 1 INCH ALUMINUM
 QJ0243'ROD WHICH IS SET IN A MASS OF CONCRETE. ORIGINALLY THE ROD
 QJ0243'HAD A ALUMINUM DISK STAMPED H 10 MI 77 ATTACHED TO IT BUT
 QJ0243'IT HAS BEEN CUT OFF BY PERSONS UNKNOWN. THE TOP OF THE
 QJ0243'ROD IS FLUSH WITH THE EXISTING GROUND. THE STATION IS 55.8
 QJ0243'FEET EASTERLY OF A P.K.NAIL IN A TREE,44.2 FEET EAST OF
 QJ0243'ANOTHER P.K.NAIL IN A TREE, AND 29.9 FEET NORTHEASTERLY
 QJ0243'OF YET ANOTHER P.K.NAIL IN A THIRD TREE.
 QJ0243'
 QJ0243'HEIGHT OF LIGHT ABOVE STATION WAS 1.54 METERS.
 QJ0243'
 QJ0243'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0286 ***********************************************************************
 PK0286  DESIGNATION -  H 10 MI 79
 PK0286  PID         -  PK0286
 PK0286  STATE/COUNTY-  MI/HURON
 PK0286  COUNTRY     -  US
 PK0286  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0286
 PK0286                         *CURRENT SURVEY CONTROL
 PK0286  ______________________________________________________________________
 PK0286* NAD 83(1994) POSITION- 44 04 06.27243(N) 082 55 14.72005(W)   ADJUSTED
 PK0286* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) VERTCON3
 PK0286  ______________________________________________________________________
 PK0286  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 PK0286  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 PK0286  HORZ ORDER      -  SECOND
 PK0286
 PK0286.The horizontal coordinates were established by classical geodetic methods
 PK0286.and adjusted by the National Geodetic Survey in February 1997.
 PK0286
 PK0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0286
 PK0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0286.GEOID18 height accuracy estimate available here.
 PK0286
 PK0286.Click photographs - Photos may exist for this station.
 PK0286
 PK0286.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0286
 PK0286. The following values were computed from the NAD 83(1994) position.
 PK0286
 PK0286;                    North         East     Units Scale Factor Converg.
 PK0286;SPC MI S     -   286,313.247 4,115,845.993   MT  1.00012082   +0 59 02.3
 PK0286;SPC MI S     -   939,347.92 13,503,431.74   iFT  1.00012082   +0 59 02.3
 PK0286;UTM  17      - 4,881,264.500   346,181.196   MT  0.99989100   -1 20 10.2
 PK0286
 PK0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0286!SPC MI S     -   0.99997773  x   1.00012082  =   1.00009855
 PK0286!UTM  17      -   0.99997773  x   0.99989100  =   0.99986873
 PK0286
 PK0286:                Primary Azimuth Mark                     Grid Az
 PK0286:SPC MI S     -  H 7 MI 79                                113 37 44.7
 PK0286:UTM  17      -  H 7 MI 79                                115 56 57.2
 PK0286
 PK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4618181264(NAD 83)
 PK0286
 PK0286|---------------------------------------------------------------------|
 PK0286| PID    Reference Object                     Distance      Geod. Az  |
 PK0286|                                                           dddmmss.s |
 PK0286| PK0285 H 7 MI 79                           APPROX. 2.6 KM 1143647.0 |
 PK0286|---------------------------------------------------------------------|
 PK0286
 PK0286                          SUPERSEDED SURVEY CONTROL
 PK0286
 PK0286  NAD 83(1986)-  44 04 06.25962(N)    082 55 14.73900(W) AD(       ) 2
 PK0286  NAD 27      -  44 04 06.21444(N)    082 55 14.95228(W) AD(       ) 2
 PK0286  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 PK0286
 PK0286.Superseded values are not recommended for survey control.
 PK0286
 PK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0286.See file dsdata.pdf to determine how the superseded data were derived.
 PK0286
 PK0286_MARKER: DD = SURVEY DISK
 PK0286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PK0286+WITH SETTING: INFORMATION.
 PK0286_STAMPING: H 10 MI 79 1979
 PK0286_MARK LOGO: NOS
 PK0286_PROJECTION: FLUSH
 PK0286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0286
 PK0286  HISTORY     - Date     Condition        Report By
 PK0286  HISTORY     - 1979     MONUMENTED       NOS
 PK0286  HISTORY     - 1980     GOOD             NOS
 PK0286
 PK0286                          STATION DESCRIPTION
 PK0286
 PK0286'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0286'THE STATION IS LOCATED ON THE SHORE OF LAKE HURON ABOUT 4 MILES
 PK0286'NORTHEAST OF PORT AUSTIN AND ABOUT 0.3 MILE WEST OF BURNT CABIN
 PK0286'POINT.
 PK0286'
 PK0286'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 25 AND POINTE
 PK0286'AUX BARQUES ROAD IN PORT AUSTIN, GO EAST ON POINTE AUX BARQUES
 PK0286'ROAD FOR 3.9 MILES TO AN INTERSECTION.  TURN LEFT AND GO NORTH
 PK0286'ON WALLACE ROAD FOR 0.45 MILE TO THE JUNCTION OF GILL ROAD AND
 PK0286'A SIGN, BURNT CABIN POINT ASSOCIATION, TURN LEFT AND FOLLOW GILL
 PK0286'ROAD NORTHEASTERLY FOR 0.15 MILE TO A SHARP CURVE.  CONTINUE
 PK0286'NORTH FOR ABOUT 0.1 MILE ON A TRAIL TO THE SHORELINE, FROM HERE
 PK0286'PACK EAST ALONG THE SHORE FOR ABOUT 0.1 MILE TO WHERE THE
 PK0286'SHORELINE MAKES A RIGHT ANGLE.  TURN TO THE SOUTH AND THE STATION.
 PK0286'
 PK0286'THE STATION IS A NOS ALUMINUM DISK STAMPED---H 10 MI 79 1979---,
 PK0286'SECURED TO THE TOP OF A 1 X 30 INCH ROD THAT IS CEMENTED IN THE
 PK0286'GROUND FLUSH.  IT IS ABOUT 38 FEET SOUTH OF THE SHORE LINE, 33.2
 PK0286'FEET NORTHWEST OF A WITNESS SIGN NAILED TO A TREE, AND
 PK0286'19.6 FEET SOUTHWEST OF A 4 X 6 FOOT GREY AND WHITE SPOTTED
 PK0286'BOULDER
 PK0286'
 PK0286'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 PK0286'
 PK0286'DESCRIBED BY J.D.S.
 PK0286
 PK0286                          STATION RECOVERY (1980)
 PK0286
 PK0286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0286'STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 PK0286'
 PK0286'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.61 METERS.
 PK0286'
 PK0286'RECOVERED BY T KUCHCIAK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0028 ***********************************************************************
 OJ0028  DESIGNATION -  H 10 USLS
 OJ0028  PID         -  OJ0028
 OJ0028  STATE/COUNTY-  MI/ST CLAIR
 OJ0028  COUNTRY     -  US
 OJ0028  USGS QUAD   -  LAKEPORT (2017)
 OJ0028
 OJ0028                         *CURRENT SURVEY CONTROL
 OJ0028  ______________________________________________________________________
 OJ0028* NAD 83(1986) POSITION- 43 06 03.     (N) 082 29 11.     (W)   SCALED
 OJ0028* NAVD 88 ORTHO HEIGHT -   181.840 (meters)      596.59  (feet) ADJUSTED
 OJ0028  ______________________________________________________________________
 OJ0028  GEOID HEIGHT    -        -34.818 (meters)                     GEOID18
 OJ0028  DYNAMIC HEIGHT  -        181.798 (meters)      596.45  (feet) COMP
 OJ0028  MODELED GRAVITY -    980,383.0   (mgal)                       NAVD 88
 OJ0028
 OJ0028  VERT ORDER      -  FIRST     CLASS 0
 OJ0028
 OJ0028.The horizontal coordinates were scaled from a map and have
 OJ0028.an estimated accuracy of +/- 6 seconds.
 OJ0028
 OJ0028.The orthometric height was determined by differential leveling and
 OJ0028.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0028.in June 1991.
 OJ0028
 OJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0028.GEOID18 height accuracy estimate available here.
 OJ0028
 OJ0028.Click photographs - Photos may exist for this station.
 OJ0028
 OJ0028.The dynamic height is computed by dividing the NAVD 88
 OJ0028.geopotential number by the normal gravity value computed on the
 OJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0028.degrees latitude (g = 980.6199 gals.).
 OJ0028
 OJ0028.The modeled gravity was interpolated from observed gravity values.
 OJ0028
 OJ0028;                    North         East    Units  Estimated Accuracy
 OJ0028;SPC MI S     -   179,530.    4,153,040.      MT  (+/- 180 meters Scaled)
 OJ0028
 OJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH790730(NAD 83)
 OJ0028
 OJ0028                          SUPERSEDED SURVEY CONTROL
 OJ0028
 OJ0028  NGVD 29 (11/26/84)  181.964  (m)          596.99   (f) ADJUSTED    1 0
 OJ0028
 OJ0028.Superseded values are not recommended for survey control.
 OJ0028
 OJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0028
 OJ0028_MARKER: DD = SURVEY DISK
 OJ0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0028_SP_SET: FOUNDATION
 OJ0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0028
 OJ0028  HISTORY     - Date     Condition        Report By
 OJ0028  HISTORY     - 1937     MONUMENTED       USLS
 OJ0028  HISTORY     - 1970     GOOD             USLS
 OJ0028  HISTORY     - 1980     GOOD             NGS
 OJ0028  HISTORY     - 19990703 GOOD             USPSQD
 OJ0028  HISTORY     - 20040418 GOOD             USPSQD
 OJ0028
 OJ0028                          STATION DESCRIPTION
 OJ0028
 OJ0028'DESCRIBED BY US LAKE SURVEY 1970
 OJ0028'1 MI S FROM LAKEPORT.
 OJ0028'H 10 IS IN ST. CLAIR COUNTY, MICHIGAN, 1.0 MILES SOUTH EAST
 OJ0028'OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY U.S. 25 AND
 OJ0028'MILWAUKEE STREET IN LAKEPORT ON WEST SIDE OF HIGHWAY U.S. 25,
 OJ0028'1.1 FEET WEST OF NORTHEAST CORNER AND IN THE NORTH FACE OF THE
 OJ0028'DWELLING AT NO. 6657 HIGHWAY U.S. 25, 1-FOOT ABOVE THE GROUND,
 OJ0028'BEING THE HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 OJ0028'CONCRETE FOUNDATION.  BM H-10 1937
 OJ0028
 OJ0028                          STATION RECOVERY (1980)
 OJ0028
 OJ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0028'1.6 KILOMETERS (1.0 MILE) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25 FROM
 OJ0028'THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD IN LAKEPORT, TO THE
 OJ0028'MARK ON THE WEST SIDE OF THE HIGHWAY, SET IN THE FOUNDATION AT THE
 OJ0028'NORTHEAST CORNER OF HOUSE NUMBER 6657, AND 0.34 METER (1.2 FEET)
 OJ0028'WEST OF THE NORTHEAST CORNER OF THE HOUSE.
 OJ0028'THE MARK IS 0.32 M ABOVE CONCRETE WALKWAY.
 OJ0028
 OJ0028                          STATION RECOVERY (1999)
 OJ0028
 OJ0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0028'RECOVERED IN GOOD CONDITION.
 OJ0028
 OJ0028                          STATION RECOVERY (2004)
 OJ0028
 OJ0028'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0499 ***********************************************************************
 NF0499  DESIGNATION -  H 10 X
 NF0499  PID         -  NF0499
 NF0499  STATE/COUNTY-  MI/CALHOUN
 NF0499  COUNTRY     -  US
 NF0499  USGS QUAD   -  BATTLE CREEK (2017)
 NF0499
 NF0499                         *CURRENT SURVEY CONTROL
 NF0499  ______________________________________________________________________
 NF0499* NAD 83(1986) POSITION- 42 19 20.     (N) 085 11 29.     (W)   SCALED
 NF0499* NAVD 88 ORTHO HEIGHT -   250.129 (meters)      820.63  (feet) ADJUSTED
 NF0499  ______________________________________________________________________
 NF0499  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 NF0499  DYNAMIC HEIGHT  -        250.050 (meters)      820.37  (feet) COMP
 NF0499  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 NF0499
 NF0499  VERT ORDER      -  FIRST     CLASS II
 NF0499
 NF0499.The horizontal coordinates were scaled from a map and have
 NF0499.an estimated accuracy of +/- 6 seconds.
 NF0499
 NF0499.The orthometric height was determined by differential leveling and
 NF0499.adjusted by the NATIONAL GEODETIC SURVEY
 NF0499.in June 1991.
 NF0499
 NF0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0499.GEOID18 height accuracy estimate available here.
 NF0499
 NF0499.Click photographs - Photos may exist for this station.
 NF0499
 NF0499.The dynamic height is computed by dividing the NAVD 88
 NF0499.geopotential number by the normal gravity value computed on the
 NF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0499.degrees latitude (g = 980.6199 gals.).
 NF0499
 NF0499.The modeled gravity was interpolated from observed gravity values.
 NF0499
 NF0499;                    North         East    Units  Estimated Accuracy
 NF0499;SPC MI S     -    91,660.    3,932,020.      MT  (+/- 180 meters Scaled)
 NF0499
 NF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM490871(NAD 83)
 NF0499
 NF0499                          SUPERSEDED SURVEY CONTROL
 NF0499
 NF0499  NGVD 29 (??/??/92)  250.266  (m)          821.08   (f) ADJ UNCH    1 2
 NF0499
 NF0499.Superseded values are not recommended for survey control.
 NF0499
 NF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0499.See file dsdata.pdf to determine how the superseded data were derived.
 NF0499
 NF0499_MARKER: DB = BENCH MARK DISK
 NF0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0499_STAMPING: ELEV 821.504 FT X H 10 1916
 NF0499_MARK LOGO: CGS
 NF0499_PROJECTION: FLUSH
 NF0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0499+STABILITY: SURFACE MOTION
 NF0499
 NF0499  HISTORY     - Date     Condition        Report By
 NF0499  HISTORY     - 1916     MONUMENTED       CGS
 NF0499  HISTORY     - 1953     GOOD             CGS
 NF0499  HISTORY     - 1962     MARK NOT FOUND   CGS
 NF0499  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0499  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0499  HISTORY     - 20160522 MARK NOT FOUND   MIDT
 NF0499
 NF0499                          STATION DESCRIPTION
 NF0499
 NF0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NF0499'AT BATTLE CREEK.
 NF0499'AT BATTLE CREEK, CALHOUN COUNTY, 0.5 MILE WEST OF THE MICHIGAN
 NF0499'CENTRAL RAILROAD STATION, AT THE INTERSECTION OF WASHINGTON
 NF0499'AVENUE AND HAMBLIN STREET, IN THE NORTHWEST CORNER OF A SMALL
 NF0499'TRIANGULAR GRASS PLOT, 52.3 FEET NORTHWEST OF THE NORTHWEST
 NF0499'RAIL, 49.6 FEET SOUTH OF THE NORTH SIDEWALK ON HAMBLIN STREET,
 NF0499'AND 1.6 FEET EAST OF THE EAST SIDEWALK ON WASHINGTON AVENUE.
 NF0499'A STANDARD DISK, STAMPED ELEV 821.504 FT XH 10 1916 AND SET IN
 NF0499'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  DISK IS
 NF0499'ABOUT 2.0 FEET WEST OF POLE AND LEVEL WITH THE SIDEWALK.
 NF0499
 NF0499                          STATION RECOVERY (1962)
 NF0499
 NF0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NF0499'MARK NOT FOUND.
 NF0499
 NF0499                          STATION RECOVERY (1985)
 NF0499
 NF0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0499'NOTE--THIS AREA HAS BEEN REBUILT AND IS NOW A PARK.
 NF0499
 NF0499                          STATION RECOVERY (2001)
 NF0499
 NF0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0499'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0499
 NF0499                          STATION RECOVERY (2016)
 NF0499
 NF0499'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016
 NF0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0118 ***********************************************************************
 OJ0118  DESIGNATION -  H 100
 OJ0118  PID         -  OJ0118
 OJ0118  STATE/COUNTY-  MI/SANILAC
 OJ0118  COUNTRY     -  US
 OJ0118  USGS QUAD   -  BROWN CITY (2017)
 OJ0118
 OJ0118                         *CURRENT SURVEY CONTROL
 OJ0118  ______________________________________________________________________
 OJ0118* NAD 83(1986) POSITION- 43 12 43.     (N) 082 59 11.     (W)   SCALED
 OJ0118* NAVD 88 ORTHO HEIGHT -   247.798 (meters)      812.98  (feet) ADJUSTED
 OJ0118  ______________________________________________________________________
 OJ0118  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 OJ0118  DYNAMIC HEIGHT  -        247.741 (meters)      812.80  (feet) COMP
 OJ0118  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 OJ0118
 OJ0118  VERT ORDER      -  SECOND    CLASS 0
 OJ0118
 OJ0118.The horizontal coordinates were scaled from a map and have
 OJ0118.an estimated accuracy of +/- 6 seconds.
 OJ0118
 OJ0118.The orthometric height was determined by differential leveling and
 OJ0118.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0118.in June 1991.
 OJ0118
 OJ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0118.GEOID18 height accuracy estimate available here.
 OJ0118
 OJ0118.Click photographs - Photos may exist for this station.
 OJ0118
 OJ0118.The dynamic height is computed by dividing the NAVD 88
 OJ0118.geopotential number by the normal gravity value computed on the
 OJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0118.degrees latitude (g = 980.6199 gals.).
 OJ0118
 OJ0118.The modeled gravity was interpolated from observed gravity values.
 OJ0118
 OJ0118;                    North         East    Units  Estimated Accuracy
 OJ0118;SPC MI S     -   191,080.    4,112,150.      MT  (+/- 180 meters Scaled)
 OJ0118
 OJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH386862(NAD 83)
 OJ0118
 OJ0118                          SUPERSEDED SURVEY CONTROL
 OJ0118
 OJ0118  NGVD 29 (??/??/92)  247.921  (m)          813.39   (f) ADJ UNCH    2 0
 OJ0118
 OJ0118.Superseded values are not recommended for survey control.
 OJ0118
 OJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0118.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0118
 OJ0118_MARKER: DB = BENCH MARK DISK
 OJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0118_STAMPING: H 100 1934
 OJ0118_MARK LOGO: CGS
 OJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0118+STABILITY: SURFACE MOTION
 OJ0118
 OJ0118  HISTORY     - Date     Condition        Report By
 OJ0118  HISTORY     - 1934     MONUMENTED       CGS
 OJ0118  HISTORY     - 1958     GOOD             CGS
 OJ0118  HISTORY     - 1968     GOOD             SCS
 OJ0118  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0118
 OJ0118                          STATION DESCRIPTION
 OJ0118
 OJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OJ0118'AT BROWN CITY.
 OJ0118'AT BROWN CITY, SANILAC COUNTY, 217 FEET SOUTHEAST OF THE EAST
 OJ0118'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 27 YARDS
 OJ0118'NORTHWEST OF THE WEST CORNER OF A DIAMOND OIL CO. SERVICE
 OJ0118'STATION, 37.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1 FOOT
 OJ0118'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 100 1934 AND
 OJ0118'SET IN THE TOP OF A CONCRETE POST.
 OJ0118
 OJ0118                          STATION RECOVERY (1968)
 OJ0118
 OJ0118'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1968
 OJ0118'RECOVERED IN GOOD CONDITION.
 OJ0118
 OJ0118                          STATION RECOVERY (1994)
 OJ0118
 OJ0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0288 ***********************************************************************
 OJ0288  DESIGNATION -  H 101
 OJ0288  PID         -  OJ0288
 OJ0288  STATE/COUNTY-  MI/TUSCOLA
 OJ0288  COUNTRY     -  US
 OJ0288  USGS QUAD   -  KINGSTON (2017)
 OJ0288
 OJ0288                         *CURRENT SURVEY CONTROL
 OJ0288  ______________________________________________________________________
 OJ0288* NAD 83(1986) POSITION- 43 27 35.     (N) 083 11 33.     (W)   SCALED
 OJ0288* NAVD 88 ORTHO HEIGHT -   232.036 (meters)      761.27  (feet) ADJUSTED
 OJ0288  ______________________________________________________________________
 OJ0288  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 OJ0288  DYNAMIC HEIGHT  -        231.991 (meters)      761.12  (feet) COMP
 OJ0288  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 OJ0288
 OJ0288  VERT ORDER      -  SECOND    CLASS I
 OJ0288
 OJ0288.The horizontal coordinates were scaled from a map and have
 OJ0288.an estimated accuracy of +/- 6 seconds.
 OJ0288
 OJ0288.The orthometric height was determined by differential leveling and
 OJ0288.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0288.in October 2019.
 OJ0288
 OJ0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0288.GEOID18 height accuracy estimate available here.
 OJ0288
 OJ0288.Click photographs - Photos may exist for this station.
 OJ0288
 OJ0288.The dynamic height is computed by dividing the NAVD 88
 OJ0288.geopotential number by the normal gravity value computed on the
 OJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0288.degrees latitude (g = 980.6199 gals.).
 OJ0288
 OJ0288.The modeled gravity was interpolated from observed gravity values.
 OJ0288
 OJ0288;                    North         East    Units  Estimated Accuracy
 OJ0288;SPC MI S     -   218,350.    4,095,020.      MT  (+/- 180 meters Scaled)
 OJ0288
 OJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ226142(NAD 83)
 OJ0288
 OJ0288                          SUPERSEDED SURVEY CONTROL
 OJ0288
 OJ0288  NAVD 88 (06/15/91)  232.041  (m)          761.29   (f) SUPERSEDED  2 0
 OJ0288  NGVD 29 (??/??/92)  232.168  (m)          761.70   (f) ADJ UNCH    2 0
 OJ0288
 OJ0288.Superseded values are not recommended for survey control.
 OJ0288
 OJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0288.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0288
 OJ0288_MARKER: DB = BENCH MARK DISK
 OJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0288_STAMPING: H 101 1934
 OJ0288_MARK LOGO: CGS
 OJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0288+STABILITY: SURFACE MOTION
 OJ0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0288+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0288
 OJ0288  HISTORY     - Date     Condition        Report By
 OJ0288  HISTORY     - 1934     MONUMENTED       CGS
 OJ0288  HISTORY     - 1938     GOOD             CGS
 OJ0288  HISTORY     - 19990529 GOOD             USPSQD
 OJ0288  HISTORY     - 20041025 GOOD             USPSQD
 OJ0288
 OJ0288                          STATION DESCRIPTION
 OJ0288
 OJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0288'AT WILMOT.
 OJ0288'AT WILMOT, TUSCOLA COUNTY 37 YARDS SOUTH OF THE GRAND TRUNK
 OJ0288'RAILWAY STATION, AT THE CROSSING OF THE DETROIT, CARO AND
 OJ0288'SANDUSKY RAILWAY, 20 YARDS SOUTHWEST OF THE SOUTHEAST CORNER
 OJ0288'OF THE FREIGHT STATION 32.3 FEET EAST OF THE EAST RAIL OF THE
 OJ0288'GRAND TRUNK RAILWAY TRACK, 16 FEET NORTH OF THE CORNER POST
 OJ0288'OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE TOP OF RAIL.  A
 OJ0288'STANDARD DISK, STAMPED H 101 1934 AND SET IN THE TOP OF A
 OJ0288'CONCRETE POST.
 OJ0288
 OJ0288                          STATION RECOVERY (1938)
 OJ0288
 OJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 OJ0288'RECOVERED IN GOOD CONDITION.
 OJ0288
 OJ0288                          STATION RECOVERY (1999)
 OJ0288
 OJ0288'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0288'RECOVERED IN GOOD CONDITION.
 OJ0288
 OJ0288                          STATION RECOVERY (2004)
 OJ0288
 OJ0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0288'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0094 ***********************************************************************
 OJ0094  HT_MOD      -  This is a Height Modernization Survey Station.
 OJ0094  DESIGNATION -  H 102
 OJ0094  PID         -  OJ0094
 OJ0094  STATE/COUNTY-  MI/SANILAC
 OJ0094  COUNTRY     -  US
 OJ0094  USGS QUAD   -  SANDUSKY (2017)
 OJ0094
 OJ0094                         *CURRENT SURVEY CONTROL
 OJ0094  ______________________________________________________________________
 OJ0094* NAD 83(2011) POSITION- 43 26 06.40064(N) 082 52 11.46320(W)   ADJUSTED
 OJ0094* NAD 83(2011) ELLIP HT-   205.087 (meters)        (12/17/13)   ADJUSTED
 OJ0094* NAD 83(2011) EPOCH   -  2010.00
 OJ0094* NAVD 88 ORTHO HEIGHT -   239.50  (meters)      785.8   (feet) GPS OBS
 OJ0094  ______________________________________________________________________
 OJ0094  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OJ0094  GEOID HEIGHT    -        -34.406 (meters)                     GEOID12A
 OJ0094  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 OJ0094  NAD 83(2011) X  -    575,809.602 (meters)                     COMP
 OJ0094  NAD 83(2011) Y  - -4,603,126.318 (meters)                     COMP
 OJ0094  NAD 83(2011) Z  -  4,362,870.550 (meters)                     COMP
 OJ0094  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 OJ0094
 OJ0094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OJ0094  Standards:
 OJ0094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OJ0094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OJ0094  -------------------------------------------------------------------
 OJ0094  NETWORK    0.55   1.33           0.25   0.19   0.68     -0.03475069
 OJ0094  -------------------------------------------------------------------
 OJ0094  Click here for local accuracies and other accuracy information.
 OJ0094
 OJ0094.The horizontal coordinates were established by GPS observations
 OJ0094.and adjusted by the National Geodetic Survey in December 2013.
 OJ0094
 OJ0094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OJ0094.been affixed to the stable North American tectonic plate. See 
 OJ0094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OJ0094
 OJ0094.The horizontal coordinates are valid at the epoch date displayed above
 OJ0094.which is a decimal equivalence of Year/Month/Day.
 OJ0094
 OJ0094.The orthometric height was determined by GPS observations and a
 OJ0094.high-resolution geoid model using precise GPS observation and
 OJ0094.processing techniques.
 OJ0094
 OJ0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0094.GEOID18 height accuracy estimate available here.
 OJ0094
 OJ0094.Click photographs - Photos may exist for this station.
 OJ0094
 OJ0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0094
 OJ0094.The Laplace correction was computed from DEFLEC18 derived deflections.
 OJ0094
 OJ0094.The ellipsoidal height was determined by GPS observations
 OJ0094.and is referenced to NAD 83.
 OJ0094
 OJ0094. The following values were computed from the NAD 83(2011) position.
 OJ0094
 OJ0094;                    North         East     Units Scale Factor Converg.
 OJ0094;SPC MI S     -   216,029.711 4,121,174.967   MT  0.99995294   +1 01 07.1
 OJ0094;SPC MI S     -   708,758.89 13,520,915.25   iFT  0.99995294   +1 01 07.1
 OJ0094;UTM  17      - 4,810,833.068   348,669.858   MT  0.99988170   -1 17 09.0
 OJ0094
 OJ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0094!SPC MI S     -   0.99996784  x   0.99995294  =   0.99992078
 OJ0094!UTM  17      -   0.99996784  x   0.99988170  =   0.99984954
 OJ0094
 OJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4866910833(NAD 83)
 OJ0094
 OJ0094                          SUPERSEDED SURVEY CONTROL
 OJ0094
 OJ0094  NAVD 88 (06/15/91)  239.330  (m)          785.20   (f) ADJUSTED    2 0
 OJ0094  NGVD 29 (??/??/92)  239.439  (m)          785.56   (f) ADJ UNCH    2 0
 OJ0094
 OJ0094.Superseded values are not recommended for survey control.
 OJ0094
 OJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0094.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0094
 OJ0094_MARKER: DB = BENCH MARK DISK
 OJ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0094_STAMPING: H 102 1934
 OJ0094_MARK LOGO: CGS
 OJ0094_PROJECTION: PROJECTING 49 CENTIMETERS
 OJ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0094+STABILITY: SURFACE MOTION
 OJ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0094+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 OJ0094
 OJ0094  HISTORY     - Date     Condition        Report By
 OJ0094  HISTORY     - 1934     MONUMENTED       CGS
 OJ0094  HISTORY     - 1960     GOOD             CGS
 OJ0094  HISTORY     - 19940718 GOOD             USPSQD
 OJ0094  HISTORY     - 20051110 GOOD             SPICE
 OJ0094  HISTORY     - 20090825 GOOD             MIDT
 OJ0094  HISTORY     - 20180501 GOOD             MUXLOW
 OJ0094  HISTORY     - 20210623 GOOD             MIDT
 OJ0094
 OJ0094                          STATION DESCRIPTION
 OJ0094
 OJ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0094'2.4 MI NW FROM SANDUSKY.
 OJ0094'2.4 MILES NORTHWEST ALONG THE DETROIT, CARO AND SANDUSKY RAILWAY
 OJ0094'FROM THE STATION AT SANDUSKY, SANILAC COUNTY, AT A DIRT ROAD
 OJ0094'CROSSING 40 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 21.8
 OJ0094'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12.4 FEET NORTHWEST OF A
 OJ0094'WIRE FENCE CORNER POST, 12.4 FEET NORTH OF A POWER-TRANSMISSION
 OJ0094'LINE POLE, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OJ0094'H 102 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 OJ0094'POST FOUND TO BE 0.372 FEET HIGH.
 OJ0094
 OJ0094                          STATION RECOVERY (1994)
 OJ0094
 OJ0094'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0094'RECOVERED IN GOOD CONDITION.
 OJ0094
 OJ0094                          STATION RECOVERY (2005)
 OJ0094
 OJ0094'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2005 (ES)
 OJ0094'MONUMENT WAS RECOVERED AS DESCRIBED IN STABLE CONDITION
 OJ0094
 OJ0094                          STATION RECOVERY (2009)
 OJ0094
 OJ0094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 OJ0094'NORTH WEST CORNER OF INTERSECTION OF TOWNLINE ROAD AND EDDY ROAD.  39
 OJ0094'FT (11.9 M) WEST OF THE CENTERLINE OF TOWNLINE ROAD, 31 FT (9.4 M)
 OJ0094'NORTH OF THE CENTERLINE OF EDDY ROAD.  0.8 FT (24 CM) EAST OF STREET
 OJ0094'SIGN.  MONUMENT STANDS 1.6 FT (0.5 M) ABOVE GROUND.  2.5 WEST OF
 OJ0094'TELEPHONE RISER BOX POINT LIES UNDER EAST-WEST POWER LINE.
 OJ0094
 OJ0094                          STATION RECOVERY (2018)
 OJ0094
 OJ0094'RECOVERY NOTE BY MUXLOW SURVEYING AND ENGINEERING 2018 (RM)
 OJ0094'RECOVERED IN GOOD CONDITION.
 OJ0094
 OJ0094                          STATION RECOVERY (2021)
 OJ0094
 OJ0094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (CE)
 OJ0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0057 ***********************************************************************
 OK0057  DESIGNATION -  H 103
 OK0057  PID         -  OK0057
 OK0057  STATE/COUNTY-  MI/GRATIOT
 OK0057  COUNTRY     -  US
 OK0057  USGS QUAD   -  ASHLEY (2017)
 OK0057
 OK0057                         *CURRENT SURVEY CONTROL
 OK0057  ______________________________________________________________________
 OK0057* NAD 83(1986) POSITION- 43 08 01.     (N) 084 25 18.     (W)   SCALED
 OK0057* NAVD 88 ORTHO HEIGHT -   204.400 (meters)      670.60  (feet) ADJUSTED
 OK0057  ______________________________________________________________________
 OK0057  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 OK0057  DYNAMIC HEIGHT  -        204.358 (meters)      670.46  (feet) COMP
 OK0057  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 OK0057
 OK0057  VERT ORDER      -  SECOND    CLASS 0
 OK0057
 OK0057.The horizontal coordinates were scaled from a map and have
 OK0057.an estimated accuracy of +/- 6 seconds.
 OK0057
 OK0057.The orthometric height was determined by differential leveling and
 OK0057.adjusted by the NATIONAL GEODETIC SURVEY
 OK0057.in June 1991.
 OK0057
 OK0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0057.GEOID18 height accuracy estimate available here.
 OK0057
 OK0057.Click photographs - Photos may exist for this station.
 OK0057
 OK0057.The dynamic height is computed by dividing the NAVD 88
 OK0057.geopotential number by the normal gravity value computed on the
 OK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0057.degrees latitude (g = 980.6199 gals.).
 OK0057
 OK0057.The modeled gravity was interpolated from observed gravity values.
 OK0057
 OK0057;                    North         East    Units  Estimated Accuracy
 OK0057;SPC MI S     -   181,460.    3,995,530.      MT  (+/- 180 meters Scaled)
 OK0057
 OK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN097788(NAD 83)
 OK0057
 OK0057                          SUPERSEDED SURVEY CONTROL
 OK0057
 OK0057  NGVD 29 (??/??/92)  204.563  (m)          671.14   (f) ADJ UNCH    2 0
 OK0057
 OK0057.Superseded values are not recommended for survey control.
 OK0057
 OK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0057.See file dsdata.pdf to determine how the superseded data were derived.
 OK0057
 OK0057_MARKER: DB = BENCH MARK DISK
 OK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0057_STAMPING: H 103 1934
 OK0057_MARK LOGO: CGS
 OK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0057+STABILITY: SURFACE MOTION
 OK0057
 OK0057  HISTORY     - Date     Condition        Report By
 OK0057  HISTORY     - 1934     MONUMENTED       CGS
 OK0057  HISTORY     - 1971     MARK NOT FOUND   SCS
 OK0057  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0057  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0057  HISTORY     - 20180604 MARK NOT FOUND   MIDT
 OK0057
 OK0057                          STATION DESCRIPTION
 OK0057
 OK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0057'AT BANNISTER.
 OK0057'AT BANNISTER, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 20 YARDS
 OK0057'WEST OF THE STATION, 6 YARDS NORTH OF THE NORTHWEST RAIL, AND
 OK0057'LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED H 103
 OK0057'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0057
 OK0057                          STATION RECOVERY (1971)
 OK0057
 OK0057'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1971
 OK0057'MARK NOT FOUND.
 OK0057
 OK0057                          STATION RECOVERY (1992)
 OK0057
 OK0057'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0057'MARK NOT FOUND.
 OK0057
 OK0057                          STATION RECOVERY (2001)
 OK0057
 OK0057'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0057'MARK NOT FOUND.
 OK0057
 OK0057                          STATION RECOVERY (2018)
 OK0057
 OK0057'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (JP)
 OK0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0019 ***********************************************************************
 NF0019  DESIGNATION -  H 104
 NF0019  PID         -  NF0019
 NF0019  STATE/COUNTY-  MI/INGHAM
 NF0019  COUNTRY     -  US
 NF0019  USGS QUAD   -  MILLVILLE (2017)
 NF0019
 NF0019                         *CURRENT SURVEY CONTROL
 NF0019  ______________________________________________________________________
 NF0019* NAD 83(1986) POSITION- 42 36 00.     (N) 084 13 20.     (W)   SCALED
 NF0019* NAVD 88 ORTHO HEIGHT -   283.522 (meters)      930.19  (feet) ADJUSTED
 NF0019  ______________________________________________________________________
 NF0019  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 NF0019  DYNAMIC HEIGHT  -        283.443 (meters)      929.93  (feet) COMP
 NF0019  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 NF0019
 NF0019  VERT ORDER      -  SECOND    CLASS 0
 NF0019
 NF0019.The horizontal coordinates were scaled from a map and have
 NF0019.an estimated accuracy of +/- 6 seconds.
 NF0019
 NF0019.The orthometric height was determined by differential leveling and
 NF0019.adjusted by the NATIONAL GEODETIC SURVEY
 NF0019.in June 1991.
 NF0019
 NF0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0019.GEOID18 height accuracy estimate available here.
 NF0019
 NF0019.Click photographs - Photos may exist for this station.
 NF0019
 NF0019.The dynamic height is computed by dividing the NAVD 88
 NF0019.geopotential number by the normal gravity value computed on the
 NF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0019.degrees latitude (g = 980.6199 gals.).
 NF0019
 NF0019.The modeled gravity was interpolated from observed gravity values.
 NF0019
 NF0019;                    North         East    Units  Estimated Accuracy
 NF0019;SPC MI S     -   122,200.    4,011,850.      MT  (+/- 180 meters Scaled)
 NF0019
 NF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN278201(NAD 83)
 NF0019
 NF0019                          SUPERSEDED SURVEY CONTROL
 NF0019
 NF0019  NGVD 29 (??/??/92)  283.652  (m)          930.61   (f) ADJ UNCH    2 0
 NF0019
 NF0019.Superseded values are not recommended for survey control.
 NF0019
 NF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0019.See file dsdata.pdf to determine how the superseded data were derived.
 NF0019
 NF0019_MARKER: DB = BENCH MARK DISK
 NF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0019_STAMPING: H 104 1934
 NF0019_MARK LOGO: CGS
 NF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0019+STABILITY: SURFACE MOTION
 NF0019
 NF0019  HISTORY     - Date     Condition        Report By
 NF0019  HISTORY     - 1934     MONUMENTED       CGS
 NF0019  HISTORY     - 1973     MARK NOT FOUND   USGS
 NF0019  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0019  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0019  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0019
 NF0019                          STATION DESCRIPTION
 NF0019
 NF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0019'AT VANTOWN.
 NF0019'AT VANTOWN, INGHAM COUNTY, ON COUNTY 428, 22 YARDS NORTH OF
 NF0019'THE NORTHWEST CORNER OF THE MEMORIAL M.P. CHURCH, 21 YARDS EAST
 NF0019'OF THE SOUTHEAST CORNER OF A STORE, 35.6 FEET NORTHEAST OF THE
 NF0019'CENTER OF THE INTERSECTION WITH A NORTH-AND-SOUTH ROAD, AND 20
 NF0019'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 NF0019'STAMPED H 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0019
 NF0019                          STATION RECOVERY (1973)
 NF0019
 NF0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (1977)
 NF0019
 NF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (1989)
 NF0019
 NF0019'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (2003)
 NF0019
 NF0019'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0737 ***********************************************************************
 NE0737  DESIGNATION -  H 106
 NE0737  PID         -  NE0737
 NE0737  STATE/COUNTY-  MI/OAKLAND
 NE0737  COUNTRY     -  US
 NE0737  USGS QUAD   -  SOUTH LYON (2017)
 NE0737
 NE0737                         *CURRENT SURVEY CONTROL
 NE0737  ______________________________________________________________________
 NE0737* NAD 83(1986) POSITION- 42 27 39.     (N) 083 38 47.     (W)   SCALED
 NE0737* NAVD 88 ORTHO HEIGHT -   286.402 (meters)      939.64  (feet) ADJUSTED
 NE0737  ______________________________________________________________________
 NE0737  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 NE0737  DYNAMIC HEIGHT  -        286.321 (meters)      939.37  (feet) COMP
 NE0737  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 NE0737
 NE0737  VERT ORDER      -  SECOND    CLASS 0
 NE0737
 NE0737.The horizontal coordinates were scaled from a map and have
 NE0737.an estimated accuracy of +/- 6 seconds.
 NE0737
 NE0737.The orthometric height was determined by differential leveling and
 NE0737.adjusted by the NATIONAL GEODETIC SURVEY
 NE0737.in June 1991.
 NE0737
 NE0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0737.GEOID18 height accuracy estimate available here.
 NE0737
 NE0737.Click photographs - Photos may exist for this station.
 NE0737
 NE0737.The dynamic height is computed by dividing the NAVD 88
 NE0737.geopotential number by the normal gravity value computed on the
 NE0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0737.degrees latitude (g = 980.6199 gals.).
 NE0737
 NE0737.The modeled gravity was interpolated from observed gravity values.
 NE0737
 NE0737;                    North         East    Units  Estimated Accuracy
 NE0737;SPC MI S     -   106,980.    4,059,240.      MT  (+/- 180 meters Scaled)
 NE0737
 NE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH824043(NAD 83)
 NE0737
 NE0737                          SUPERSEDED SURVEY CONTROL
 NE0737
 NE0737  NGVD 29 (??/??/92)  286.527  (m)          940.05   (f) ADJ UNCH    2 0
 NE0737
 NE0737.Superseded values are not recommended for survey control.
 NE0737
 NE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0737.See file dsdata.pdf to determine how the superseded data were derived.
 NE0737
 NE0737_MARKER: DB = BENCH MARK DISK
 NE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0737_STAMPING: H 106 1934
 NE0737_MARK LOGO: CGS
 NE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0737+STABILITY: SURFACE MOTION
 NE0737
 NE0737  HISTORY     - Date     Condition        Report By
 NE0737  HISTORY     - 1934     MONUMENTED       CGS
 NE0737  HISTORY     - 1938     GOOD             CGS
 NE0737  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0737
 NE0737                          STATION DESCRIPTION
 NE0737
 NE0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NE0737'AT SOUTH LYON.
 NE0737'AT SOUTH LYON, OAKLAND COUNTY, 46 YARDS SOUTH OF THE SOUTH END
 NE0737'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 20 YARDS SOUTH
 NE0737'OF THE INTERSECTION OF THE CHESAPEAKE AND OHIO RAILWAY, 40 FEET
 NE0737'SOUTH OF THE CENTERLINE OF LAKE STREET, AND ABOUT 8 YARDS
 NE0737'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED H 106 1934
 NE0737'AND SET IN THE TOP OF A CONCRETE POST.
 NE0737
 NE0737                          STATION RECOVERY (1963)
 NE0737
 NE0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0402 ***********************************************************************
 NE0402  DESIGNATION -  H 107
 NE0402  PID         -  NE0402
 NE0402  STATE/COUNTY-  MI/MACOMB
 NE0402  COUNTRY     -  US
 NE0402  USGS QUAD   -  ROMEO (2017)
 NE0402
 NE0402                         *CURRENT SURVEY CONTROL
 NE0402  ______________________________________________________________________
 NE0402* NAD 83(1986) POSITION- 42 45 27.     (N) 083 01 06.     (W)   SCALED
 NE0402* NAVD 88 ORTHO HEIGHT -   228.602 (meters)      750.01  (feet) ADJUSTED
 NE0402  ______________________________________________________________________
 NE0402  GEOID HEIGHT    -        -34.940 (meters)                     GEOID18
 NE0402  DYNAMIC HEIGHT  -        228.533 (meters)      749.78  (feet) COMP
 NE0402  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 NE0402
 NE0402  VERT ORDER      -  SECOND    CLASS 0
 NE0402
 NE0402.The horizontal coordinates were scaled from a map and have
 NE0402.an estimated accuracy of +/- 6 seconds.
 NE0402
 NE0402.The orthometric height was determined by differential leveling and
 NE0402.adjusted by the NATIONAL GEODETIC SURVEY
 NE0402.in June 1991.
 NE0402
 NE0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0402.GEOID18 height accuracy estimate available here.
 NE0402
 NE0402.Click photographs - Photos may exist for this station.
 NE0402
 NE0402.The dynamic height is computed by dividing the NAVD 88
 NE0402.geopotential number by the normal gravity value computed on the
 NE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0402.degrees latitude (g = 980.6199 gals.).
 NE0402
 NE0402.The modeled gravity was interpolated from observed gravity values.
 NE0402
 NE0402;                    North         East    Units  Estimated Accuracy
 NE0402;SPC MI S     -   140,560.    4,110,360.      MT  (+/- 180 meters Scaled)
 NE0402
 NE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348358(NAD 83)
 NE0402
 NE0402                          SUPERSEDED SURVEY CONTROL
 NE0402
 NE0402  NGVD 29 (??/??/92)  228.734  (m)          750.44   (f) ADJ UNCH    2 0
 NE0402
 NE0402.Superseded values are not recommended for survey control.
 NE0402
 NE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0402.See file dsdata.pdf to determine how the superseded data were derived.
 NE0402
 NE0402_MARKER: DB = BENCH MARK DISK
 NE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0402_STAMPING: H 107 1934
 NE0402_MARK LOGO: CGS
 NE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0402+STABILITY: SURFACE MOTION
 NE0402
 NE0402  HISTORY     - Date     Condition        Report By
 NE0402  HISTORY     - 1934     MONUMENTED       CGS
 NE0402  HISTORY     - 1940     GOOD             CGS
 NE0402  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0402  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0402  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0402
 NE0402                          STATION DESCRIPTION
 NE0402
 NE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NE0402'3 MI S FROM ROMEO.
 NE0402'3.0 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0402'STATION AT ROMEO, MACOMB COUNTY, AT THE CROSSING OF STATE HIGHWAY
 NE0402'M 53, 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 NE0402'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHEAST OF A WIRE
 NE0402'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 NE0402'STANDARD DISK, STAMPED H 107 1934 AND SET IN THE TOP OF A
 NE0402'CONCRETE POST.
 NE0402
 NE0402                          STATION RECOVERY (1988)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0402'MARK NOT FOUND.
 NE0402
 NE0402                          STATION RECOVERY (1999)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0402'MARK NOT FOUND.
 NE0402
 NE0402                          STATION RECOVERY (1999)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0664 ***********************************************************************
 NE0664  DESIGNATION -  H 108
 NE0664  PID         -  NE0664
 NE0664  STATE/COUNTY-  MI/WASHTENAW
 NE0664  COUNTRY     -  US
 NE0664  USGS QUAD   -  MILAN (2017)
 NE0664
 NE0664                         *CURRENT SURVEY CONTROL
 NE0664  ______________________________________________________________________
 NE0664* NAD 83(2011) POSITION- 42 05 54.83589(N) 083 41 31.24417(W)   ADJUSTED
 NE0664* NAD 83(2011) ELLIP HT-   181.289 (meters)        (06/27/12)   ADJUSTED
 NE0664* NAD 83(2011) EPOCH   -  2010.00
 NE0664* NAVD 88 ORTHO HEIGHT -   215.978 (meters)      708.59  (feet) ADJUSTED
 NE0664  ______________________________________________________________________
 NE0664  GEOID HEIGHT    -        -34.667 (meters)                     GEOID18
 NE0664  NAD 83(2011) X  -    520,775.564 (meters)                     COMP
 NE0664  NAD 83(2011) Y  - -4,711,104.361 (meters)                     COMP
 NE0664  NAD 83(2011) Z  -  4,253,855.085 (meters)                     COMP
 NE0664  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 NE0664  DYNAMIC HEIGHT  -        215.904 (meters)      708.35  (feet) COMP
 NE0664  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 NE0664
 NE0664  VERT ORDER      -  SECOND    CLASS 0
 NE0664
 NE0664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0664  Standards:
 NE0664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0664  -------------------------------------------------------------------
 NE0664  NETWORK   12.77  16.46           5.73   4.57   8.40      0.09624133
 NE0664  -------------------------------------------------------------------
 NE0664  Click here for local accuracies and other accuracy information.
 NE0664
 NE0664.The horizontal coordinates were established by GPS observations
 NE0664.and adjusted by the National Geodetic Survey in June 2012.
 NE0664
 NE0664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0664.been affixed to the stable North American tectonic plate. See 
 NE0664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0664
 NE0664.The horizontal coordinates are valid at the epoch date displayed above
 NE0664.which is a decimal equivalence of Year/Month/Day.
 NE0664
 NE0664.The orthometric height was determined by differential leveling and
 NE0664.adjusted by the NATIONAL GEODETIC SURVEY
 NE0664.in June 1991.
 NE0664
 NE0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0664.GEOID18 height accuracy estimate available here.
 NE0664
 NE0664.Click photographs - Photos may exist for this station.
 NE0664
 NE0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0664
 NE0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0664
 NE0664.The ellipsoidal height was determined by GPS observations
 NE0664.and is referenced to NAD 83.
 NE0664
 NE0664.The dynamic height is computed by dividing the NAVD 88
 NE0664.geopotential number by the normal gravity value computed on the
 NE0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0664.degrees latitude (g = 980.6199 gals.).
 NE0664
 NE0664.The modeled gravity was interpolated from observed gravity values.
 NE0664
 NE0664. The following values were computed from the NAD 83(2011) position.
 NE0664
 NE0664;                    North         East     Units Scale Factor Converg.
 NE0664;SPC MI S     -    66,711.841 4,055,808.710   MT  1.00000034   +0 27 32.8
 NE0664;SPC MI S     -   218,870.87 13,306,459.02   iFT  1.00000034   +0 27 32.8
 NE0664;UTM  17      - 4,664,227.273   277,389.910   MT  1.00020980   -1 48 19.8
 NE0664
 NE0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0664!SPC MI S     -   0.99997157  x   1.00000034  =   0.99997191
 NE0664!UTM  17      -   0.99997157  x   1.00020980  =   1.00018136
 NE0664
 NE0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7738964227(NAD 83)
 NE0664
 NE0664                          SUPERSEDED SURVEY CONTROL
 NE0664
 NE0664  NAD 83(2007)-  42 05 54.83618(N)    083 41 31.24492(W) AD(2002.00) 0
 NE0664  ELLIP H (02/10/07)  181.297  (m)                       GP(2002.00)    
 NE0664  ELLIP H (07/12/02)  181.365  (m)                       GP(       ) 4 1
 NE0664  NAD 83(1994)-  42 05 54.83497(N)    083 41 31.24462(W) AD(       ) 1
 NE0664  ELLIP H (02/03/97)  181.421  (m)                       GP(       ) 4 1
 NE0664  NAD 83(1986)-  42 05 54.84239(N)    083 41 31.26555(W) AD(       ) 1
 NE0664  NAD 83(1986)-  42 05 54.84168(N)    083 41 31.26712(W) AD(       ) 3
 NE0664  NAVD 88             215.98   (m)          708.6    (f) LEVELING    3  
 NE0664  NGVD 29 (??/??/92)  216.112  (m)          709.03   (f) ADJ UNCH    2 0
 NE0664  NGVD 29             216.11   (m)          709.0    (f) LEVELING    3  
 NE0664
 NE0664.Superseded values are not recommended for survey control.
 NE0664
 NE0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0664.See file dsdata.pdf to determine how the superseded data were derived.
 NE0664
 NE0664_MARKER: DB = BENCH MARK DISK
 NE0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0664_STAMPING: H 108 1934
 NE0664_MARK LOGO: CGS
 NE0664_PROJECTION: PROJECTING 8 CENTIMETERS
 NE0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0664+STABILITY: SURFACE MOTION
 NE0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0664+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2025
 NE0664
 NE0664  HISTORY     - Date     Condition        Report By
 NE0664  HISTORY     - 1934     MONUMENTED       CGS
 NE0664  HISTORY     - 1941     GOOD             CGS
 NE0664  HISTORY     - 19890120 GOOD             NGS
 NE0664  HISTORY     - 19900201 GOOD
 NE0664  HISTORY     - 19910626 GOOD             NGS
 NE0664  HISTORY     - 19931101 GOOD             AYLENO
 NE0664  HISTORY     - 20050516 GOOD             GEOCAC
 NE0664  HISTORY     - 20061013 GOOD             INDIV
 NE0664  HISTORY     - 20090925 GOOD             JCLS
 NE0664  HISTORY     - 20200813 GOOD             MIDT
 NE0664  HISTORY     - 20220805 GOOD             ADVGEO
 NE0664  HISTORY     - 20250617 GOOD             MIDT
 NE0664
 NE0664                          STATION DESCRIPTION
 NE0664
 NE0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NE0664'1.5 MI S FROM MILAN.
 NE0664'1.5 MILES NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0664'AT MILAN, WASHTENAW COUNTY, 43 YARDS NORTH OF A YARD-LIMIT
 NE0664'SIGNPOST, 38.7 FEET NORTHWEST OF THE CROSSING OF THE WEST RAIL
 NE0664'AND THE CENTERLINE OF A GRAVEL ROAD, 22.8 FEET NORTH OF THE
 NE0664'CENTERLINE OF THE ROAD, 26.8 FEET WEST OF THE WEST RAIL, 3.9
 NE0664'FEET EAST OF THE CORNER POST OF A WIRE FENCE, AND ABOUT 1 FOOT
 NE0664'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H
 NE0664'108 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0664'ROAD IS THE ARKONA ROAD.
 NE0664
 NE0664                          STATION RECOVERY (1989)
 NE0664
 NE0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE0664'THE STATION IS LOCATED ABOUT 18.0 KM (11.20 MI) SOUTHWEST OF
 NE0664'YPSILANTI, 12.0 KM (7.45 MI) SOUTHEAST OF SALINE AND 2.0 KM (1.25 MI)
 NE0664'NORTHWEST OF MILAN.  OWNERSHIP--WASHTENAW COUNTY.
 NE0664'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO NORTHWEST ON
 NE0664'WEST MAIN STREET FOR 1.32 KM (0.80 MI) TO A CROSSROAD.  TURN RIGHT AND
 NE0664'GO NORTH ON PLATT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED ROAD ON THE
 NE0664'RIGHT.  TURN RIGHT AND GO EAST ON ARKONA ROAD FOR 0.31 KM (0.20 MI) TO
 NE0664'THE STATION ON THE LEFT, JUST BEFORE CROSSING RAILROAD TRACKS.
 NE0664'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE0664'MONUMENT THAT PROJECTS 10 CM.  LOCATED 8.2 M (26.9 FT) WEST OF THE
 NE0664'NEAR RAIL, 7.0 M (23.0 FT) NORTH OF THE CENTER OF ARKONA ROAD, 3.4 M
 NE0664'(11.2 FT) SOUTHEAST OF UTILITY POLE NUMBER S10AC048 AND 0.2 M
 NE0664'(0.7 FT) SOUTH OF A METAL WITNESS POST.
 NE0664'DESCRIBED BY E.J. HANSMANN.
 NE0664
 NE0664                          STATION RECOVERY (1990)
 NE0664
 NE0664'RECOVERED 1990
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (1991)
 NE0664
 NE0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE0664'THE STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) SOUTHWEST OF YPSILANTI,
 NE0664'12.0 KM (7.5 MI) SOUTHEAST OF SALINE AND 2.0 KM (1.2 MI) NORTHWEST OF
 NE0664'MILAN.  OWNERSHIP--WASHTENAW COUNTY.
 NE0664'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO NORTHWEST ON
 NE0664'WEST MAIN STREET FOR 1.32 KM (0.82 MI) TO A CROSSROAD.  TURN RIGHT
 NE0664'AND GO NORTH ON PLATT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED ROAD ON
 NE0664'THE RIGHT.  TURN RIGHT AND GO EAST ON ARKONA ROAD FOR 0.31 KM
 NE0664'(0.19 MI) TO THE STATION ON THE LEFT JUST BEFORE CROSSING RAILROAD
 NE0664'TRACKS.
 NE0664'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE0664'MONUMENT THAT PROJECTS 10 CM.  LOCATED 8.2 M (26.9 FT) WEST OF THE
 NE0664'NEAR RAIL, 7.0 M (23.0 FT) NORTH OF THE CENTER OF ARKONA ROAD, 3.4 M
 NE0664'(11.2 FT) SOUTHEAST OF UTILITY POLE NUMBER S10AC048 AND 0.2 M
 NE0664'(0.7 FT) SOUTH OF A METAL WITNESS POST.
 NE0664
 NE0664                          STATION RECOVERY (1993)
 NE0664
 NE0664'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE0664'RECOVERED AS DESCRIBED.
 NE0664
 NE0664                          STATION RECOVERY (2005)
 NE0664
 NE0664'RECOVERY NOTE BY GEOCACHING 2005 (RDM)
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (2006)
 NE0664
 NE0664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJD)
 NE0664'RECOVERED AS DESCRIBED
 NE0664'
 NE0664
 NE0664                          STATION RECOVERY (2009)
 NE0664
 NE0664'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (2020)
 NE0664
 NE0664'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (2022)
 NE0664
 NE0664'RECOVERY NOTE BY ADVANCED GEOMATICS 2022 (ACF)
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (2025)
 NE0664
 NE0664'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2025 (SR)
 NE0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0153 ***********************************************************************
 NF0153  DESIGNATION -  H 109
 NF0153  PID         -  NF0153
 NF0153  STATE/COUNTY-  MI/JACKSON
 NF0153  COUNTRY     -  US
 NF0153  USGS QUAD   -  CEMENT CITY (2017)
 NF0153
 NF0153                         *CURRENT SURVEY CONTROL
 NF0153  ______________________________________________________________________
 NF0153* NAD 83(2011) POSITION- 42 06 52.30499(N) 084 20 44.29628(W)   ADJUSTED
 NF0153* NAD 83(2011) ELLIP HT-   264.404 (meters)        (06/27/12)   ADJUSTED
 NF0153* NAD 83(2011) EPOCH   -  2010.00
 NF0153* NAVD 88 ORTHO HEIGHT -   298.784 (meters)      980.26  (feet) ADJUSTED
 NF0153  ______________________________________________________________________
 NF0153  GEOID HEIGHT    -        -34.360 (meters)                     GEOID18
 NF0153  NAD 83(2011) X  -    466,887.878 (meters)                     COMP
 NF0153  NAD 83(2011) Y  - -4,715,616.826 (meters)                     COMP
 NF0153  NAD 83(2011) Z  -  4,255,226.372 (meters)                     COMP
 NF0153  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 NF0153  DYNAMIC HEIGHT  -        298.672 (meters)      979.89  (feet) COMP
 NF0153  MODELED GRAVITY -    980,239.9   (mgal)                       NAVD 88
 NF0153
 NF0153  VERT ORDER      -  SECOND    CLASS 0
 NF0153
 NF0153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0153  Standards:
 NF0153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0153  -------------------------------------------------------------------
 NF0153  NETWORK   10.49  14.56           2.49   4.82   7.43      0.89263362
 NF0153  -------------------------------------------------------------------
 NF0153  Click here for local accuracies and other accuracy information.
 NF0153
 NF0153.The horizontal coordinates were established by GPS observations
 NF0153.and adjusted by the National Geodetic Survey in June 2012.
 NF0153
 NF0153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0153.been affixed to the stable North American tectonic plate. See 
 NF0153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0153
 NF0153.The horizontal coordinates are valid at the epoch date displayed above
 NF0153.which is a decimal equivalence of Year/Month/Day.
 NF0153
 NF0153.The orthometric height was determined by differential leveling and
 NF0153.adjusted by the NATIONAL GEODETIC SURVEY
 NF0153.in June 1991.
 NF0153
 NF0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0153.GEOID18 height accuracy estimate available here.
 NF0153
 NF0153.Click photographs - Photos may exist for this station.
 NF0153
 NF0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0153
 NF0153.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0153
 NF0153.The ellipsoidal height was determined by GPS observations
 NF0153.and is referenced to NAD 83.
 NF0153
 NF0153.The dynamic height is computed by dividing the NAVD 88
 NF0153.geopotential number by the normal gravity value computed on the
 NF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0153.degrees latitude (g = 980.6199 gals.).
 NF0153
 NF0153.The modeled gravity was interpolated from observed gravity values.
 NF0153
 NF0153. The following values were computed from the NAD 83(2011) position.
 NF0153
 NF0153;                    North         East     Units Scale Factor Converg.
 NF0153;SPC MI S     -    68,261.618 4,001,739.119   MT  0.99999659   +0 00 51.5
 NF0153;SPC MI S     -   223,955.44 13,129,065.35   iFT  0.99999659   +0 00 51.5
 NF0153;UTM  16      - 4,665,902.465   719,441.362   MT  1.00019256   +1 46 50.7
 NF0153
 NF0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0153!SPC MI S     -   0.99995853  x   0.99999659  =   0.99995512
 NF0153!UTM  16      -   0.99995853  x   1.00019256  =   1.00015108
 NF0153
 NF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1944165902(NAD 83)
 NF0153
 NF0153                          SUPERSEDED SURVEY CONTROL
 NF0153
 NF0153  NAD 83(2007)-  42 06 52.30885(N)    084 20 44.29128(W) AD(2002.00) 0
 NF0153  ELLIP H (02/10/07)  264.287  (m)                       GP(2002.00)    
 NF0153  ELLIP H (07/12/02)  264.515  (m)                       GP(       ) 4 1
 NF0153  NAD 83(1994)-  42 06 52.30473(N)    084 20 44.29385(W) AD(       ) 1
 NF0153  ELLIP H (02/03/97)  264.493  (m)                       GP(       ) 4 1
 NF0153  NAD 83(1986)-  42 06 52.30633(N)    084 20 44.31613(W) AD(       ) 1
 NF0153  NAVD 88             298.78   (m)          980.2    (f) LEVELING    3  
 NF0153  NGVD 29 (??/??/92)  298.902  (m)          980.65   (f) ADJ UNCH    2 0
 NF0153
 NF0153.Superseded values are not recommended for survey control.
 NF0153
 NF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0153.See file dsdata.pdf to determine how the superseded data were derived.
 NF0153
 NF0153_MARKER: DB = BENCH MARK DISK
 NF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0153_STAMPING: H 109 1934
 NF0153_MARK LOGO: CGS
 NF0153_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0153+STABILITY: SURFACE MOTION
 NF0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0153+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 NF0153
 NF0153  HISTORY     - Date     Condition        Report By
 NF0153  HISTORY     - 1934     MONUMENTED       CGS
 NF0153  HISTORY     - 19910131 GOOD             MIDH
 NF0153  HISTORY     - 19931101 GOOD             AYLENO
 NF0153  HISTORY     - 20010530 GOOD             ASMINC
 NF0153  HISTORY     - 20040418 GOOD             JCLS
 NF0153  HISTORY     - 20040419 GOOD             JCLS
 NF0153  HISTORY     - 20200629 GOOD             MIDT
 NF0153
 NF0153                          STATION DESCRIPTION
 NF0153
 NF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0153'0.5 MI S FROM CLARKLAKE.
 NF0153'0.5 MILE SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 NF0153'STATION AT CLARKLAKE, JACKSON COUNTY, 120 YARDS NORTH OF MILEPOST
 NF0153'10, 46 FEET SOUTHWEST OF THE WEST RAIL AT THE CROSSING OF THE
 NF0153'CENTERLINE OF STATE HIGHWAY 352, 46 FEET SOUTH OF THE CENTERLINE
 NF0153'OF THE HIGHWAY, 25.6 FEET WEST OF THE WEST RAIL, 4.6 FEET
 NF0153'EAST OF THE WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 NF0153'DISK, STAMPED H 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0153
 NF0153                          STATION RECOVERY (1991)
 NF0153
 NF0153'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF0153'STATION IS LOCATED IN QUAD 420842, IN THE NORTHEAST 1/4 OF SECTION 19,
 NF0153'T-4-S, R-1-E, COLUMBIA TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 5 MILES
 NF0153'EAST OF BROOKLYN, 2-1/2 MILES NORTHWEST OF CEMENT CITY, 0.2 MILES
 NF0153'SOUTH OF CLARKS LAKE ON AN ABANDONED RAILROAD RIGHT-OF-WAY AND ON THE
 NF0153'CEMENT CITY QUADRANGLE MAP.
 NF0153'TO REACH THE STATION FROM THE INTERSTATE 94 AND U.S. 127 SOUTH
 NF0153'INTERCHANGE ON THE NORTHEAST SIDE OF JACKSON, GO SOUTH ON U.S. 127
 NF0153'SOUTH FOR 11 MI (17.7 KM) TO JEFFERSON ROAD, TURN RIGHT ONTO
 NF0153'JEFFERSON RD. GOING EAST FOR 1.0 MI (1.6 KM) TO THE STATION ON THE
 NF0153'RIGHT AS DESCRIBED.
 NF0153'STATION PROJECTS 12 CM ABOVE THE GROUND SURFACE.  IT IS 46.0 FT
 NF0153'(14.0 M) SOUTH OF THE CENTERLINE OF JEFFERSON ROAD, 21.2 FT (6.5 M)
 NF0153'SOUTHWEST OF A CONCRETE RAILROAD RIGHT-OF-WAY FENCE CORNER POST, 4.6
 NF0153'FT (1.4 M) EAST OF A RAILROAD RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M)
 NF0153'EAST OF A NGS CARSONITE WITNESS POST.
 NF0153
 NF0153                          STATION RECOVERY (1993)
 NF0153
 NF0153'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NF0153'RECOVERED AS DESCRIBED.
 NF0153
 NF0153                          STATION RECOVERY (2001)
 NF0153
 NF0153'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LRF)
 NF0153'1991 STATION RECOVERY SHOULD READ 'TURN LEFT ONTO JEFFERSON RD.'
 NF0153
 NF0153                          STATION RECOVERY (2004)
 NF0153
 NF0153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NF0153'RECOVERED IN GOOD CONDITION.
 NF0153
 NF0153                          STATION RECOVERY (2004)
 NF0153
 NF0153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NF0153'RECOVERED IN GOOD CONDITION.
 NF0153
 NF0153                          STATION RECOVERY (2020)
 NF0153
 NF0153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (JB)
 NF0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0221 ***********************************************************************
 NF0221  DESIGNATION -  H 11
 NF0221  PID         -  NF0221
 NF0221  STATE/COUNTY-  MI/JACKSON
 NF0221  COUNTRY     -  US
 NF0221  USGS QUAD   -  SOUTHEAST ALBION (2017)
 NF0221
 NF0221                         *CURRENT SURVEY CONTROL
 NF0221  ______________________________________________________________________
 NF0221* NAD 83(1986) POSITION- 42 13 30.     (N) 084 39 52.     (W)   SCALED
 NF0221* NAVD 88 ORTHO HEIGHT -   294.747 (meters)      967.02  (feet) ADJUSTED
 NF0221  ______________________________________________________________________
 NF0221  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 NF0221  DYNAMIC HEIGHT  -        294.642 (meters)      966.67  (feet) COMP
 NF0221  MODELED GRAVITY -    980,257.9   (mgal)                       NAVD 88
 NF0221
 NF0221  VERT ORDER      -  FIRST     CLASS II
 NF0221
 NF0221.The horizontal coordinates were scaled from a map and have
 NF0221.an estimated accuracy of +/- 6 seconds.
 NF0221
 NF0221.The orthometric height was determined by differential leveling and
 NF0221.adjusted by the NATIONAL GEODETIC SURVEY
 NF0221.in June 1991.
 NF0221
 NF0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0221.GEOID18 height accuracy estimate available here.
 NF0221
 NF0221.Click photographs - Photos may exist for this station.
 NF0221
 NF0221.The dynamic height is computed by dividing the NAVD 88
 NF0221.geopotential number by the normal gravity value computed on the
 NF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0221.degrees latitude (g = 980.6199 gals.).
 NF0221
 NF0221.The modeled gravity was interpolated from observed gravity values.
 NF0221
 NF0221;                    North         East    Units  Estimated Accuracy
 NF0221;SPC MI S     -    80,580.    3,975,420.      MT  (+/- 180 meters Scaled)
 NF0221
 NF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM927773(NAD 83)
 NF0221
 NF0221                          SUPERSEDED SURVEY CONTROL
 NF0221
 NF0221  NGVD 29 (??/??/92)  294.870  (m)          967.42   (f) ADJ UNCH    1 2
 NF0221
 NF0221.Superseded values are not recommended for survey control.
 NF0221
 NF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0221.See file dsdata.pdf to determine how the superseded data were derived.
 NF0221
 NF0221_MARKER: DB = BENCH MARK DISK
 NF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0221_STAMPING: H 11 1916 ELEV. 967.419 FT.
 NF0221_MARK LOGO: CGS
 NF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0221+STABILITY: SURFACE MOTION
 NF0221
 NF0221  HISTORY     - Date     Condition        Report By
 NF0221  HISTORY     - 1916     MONUMENTED       CGS
 NF0221  HISTORY     - 1948     GOOD             CGS
 NF0221  HISTORY     - 1985     GOOD             NGS
 NF0221  HISTORY     - 19910707 POOR             USPSQD
 NF0221  HISTORY     - 20210608 MARK NOT FOUND   MIDT
 NF0221
 NF0221                          STATION DESCRIPTION
 NF0221
 NF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0221'4.1 MI W FROM PARMA.
 NF0221'4.1 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0221'STATION AT PARMA, JACKSON COUNTY, AT HUMPHREYS FARM-ROAD CROSSING,
 NF0221'32 FEET SOUTH OF THE SOUTH RAIL, 10 FEET EAST OF THE CENTERLINE
 NF0221'OF THE ROAD, AND AT THE EAST END OF GATE IN THE FENCE.  A
 NF0221'STANDARD DISK, STAMPED ELEV 967.419 FT H 11 1916 AND SET IN
 NF0221'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NF0221
 NF0221                          STATION RECOVERY (1985)
 NF0221
 NF0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0221'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM (5.2 MI)
 NF0221'EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION IN ALBION.
 NF0221'ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--NOT LEVELED TO.
 NF0221
 NF0221                          STATION RECOVERY (1991)
 NF0221
 NF0221'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0221'MARK RECOVERED IN POOR CONDITION.
 NF0221
 NF0221                          STATION RECOVERY (2021)
 NF0221
 NF0221'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (WA)
 NF0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0027 ***********************************************************************
 OJ0027  DESIGNATION -  H 11
 OJ0027  PID         -  OJ0027
 OJ0027  STATE/COUNTY-  MI/ST CLAIR
 OJ0027  COUNTRY     -  US
 OJ0027  USGS QUAD   -  LAKEPORT (2017)
 OJ0027
 OJ0027                         *CURRENT SURVEY CONTROL
 OJ0027  ______________________________________________________________________
 OJ0027* NAD 83(1986) POSITION- 43 05 09.     (N) 082 28 39.     (W)   SCALED
 OJ0027* NAVD 88 ORTHO HEIGHT -   182.028 (meters)      597.20  (feet) ADJUSTED
 OJ0027  ______________________________________________________________________
 OJ0027  GEOID HEIGHT    -        -34.831 (meters)                     GEOID18
 OJ0027  DYNAMIC HEIGHT  -        181.985 (meters)      597.06  (feet) COMP
 OJ0027  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 OJ0027
 OJ0027  VERT ORDER      -  FIRST     CLASS 0
 OJ0027
 OJ0027.The horizontal coordinates were scaled from a map and have
 OJ0027.an estimated accuracy of +/- 6 seconds.
 OJ0027
 OJ0027.The orthometric height was determined by differential leveling and
 OJ0027.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0027.in June 1991.
 OJ0027
 OJ0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0027.GEOID18 height accuracy estimate available here.
 OJ0027
 OJ0027.Click photographs - Photos may exist for this station.
 OJ0027
 OJ0027.The dynamic height is computed by dividing the NAVD 88
 OJ0027.geopotential number by the normal gravity value computed on the
 OJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0027.degrees latitude (g = 980.6199 gals.).
 OJ0027
 OJ0027.The modeled gravity was interpolated from observed gravity values.
 OJ0027
 OJ0027;                    North         East    Units  Estimated Accuracy
 OJ0027;SPC MI S     -   177,880.    4,153,800.      MT  (+/- 180 meters Scaled)
 OJ0027
 OJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH797714(NAD 83)
 OJ0027
 OJ0027                          SUPERSEDED SURVEY CONTROL
 OJ0027
 OJ0027  NGVD 29 (11/26/84)  182.152  (m)          597.61   (f) ADJUSTED    1 0
 OJ0027
 OJ0027.Superseded values are not recommended for survey control.
 OJ0027
 OJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0027.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0027
 OJ0027_MARKER: DD = SURVEY DISK
 OJ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0027_SP_SET: WALL
 OJ0027_STAMPING: H 11 1937
 OJ0027_MARK LOGO: USLS
 OJ0027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0027+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 OJ0027
 OJ0027  HISTORY     - Date     Condition        Report By
 OJ0027  HISTORY     - 1937     MONUMENTED       USLS
 OJ0027  HISTORY     - 1970     GOOD             USLS
 OJ0027  HISTORY     - 1980     GOOD             NGS
 OJ0027  HISTORY     - 19990703 GOOD             USPSQD
 OJ0027  HISTORY     - 20040418 GOOD             USPSQD
 OJ0027  HISTORY     - 20061212 GOOD             MIDT
 OJ0027
 OJ0027                          STATION DESCRIPTION
 OJ0027
 OJ0027'DESCRIBED BY US LAKE SURVEY 1970
 OJ0027'2.2 MI SE FROM LAKEPORT.
 OJ0027'H 11 IS IN ST. CLAIR COUNTY, MICHIGAN, 2.2 MILES SOUTHEAST
 OJ0027'OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE
 OJ0027'STREET IN LAKEPORT, 1.2 FEET WEST OF SOUTHWEST CORNER OF
 OJ0027'DWELLING A NO. 6109 HIGHWAY U.S. 25, 3-FOOT ABOVE THE GROUND,
 OJ0027'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO CONCRETE
 OJ0027'BLOCK WALL.  BM H-11 1937
 OJ0027
 OJ0027                          STATION RECOVERY (1980)
 OJ0027
 OJ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0027'3.45 KILOMETERS (2.15 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25
 OJ0027'FROM THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD IN LAKEPORT,
 OJ0027'SET IN THE BLOCK FOUNDATION OF HOUSE NUMBER 6109 AT THE SOUTHWEST
 OJ0027'CORNER ON WEST SIDE OF STATE HIGHWAY 25, AND 0.36 METERS (1.2 FEET)
 OJ0027'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.
 OJ0027'THE MARK IS 0.8 M ABOVE GROUND.
 OJ0027
 OJ0027                          STATION RECOVERY (1999)
 OJ0027
 OJ0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0027'RECOVERED IN GOOD CONDITION.
 OJ0027
 OJ0027                          STATION RECOVERY (2004)
 OJ0027
 OJ0027'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0027'RECOVERED IN GOOD CONDITION.
 OJ0027
 OJ0027                          STATION RECOVERY (2006)
 OJ0027
 OJ0027'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0027'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0222 ***********************************************************************
 QJ0222  DESIGNATION -  H 11 MI 77
 QJ0222  PID         -  QJ0222
 QJ0222  STATE/COUNTY-  MI/ALPENA
 QJ0222  COUNTRY     -  US
 QJ0222  USGS QUAD   -  MIDDLE ISLAND (2017)
 QJ0222
 QJ0222                         *CURRENT SURVEY CONTROL
 QJ0222  ______________________________________________________________________
 QJ0222* NAD 83(1994) POSITION- 45 09 40.97506(N) 083 20 54.90950(W)   ADJUSTED
 QJ0222* NAVD 88 ORTHO HEIGHT -   176.5   (meters)      579.    (feet) VERTCON3
 QJ0222  ______________________________________________________________________
 QJ0222  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 QJ0222  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 QJ0222  HORZ ORDER      -  THIRD
 QJ0222
 QJ0222.The horizontal coordinates were established by classical geodetic methods
 QJ0222.and adjusted by the National Geodetic Survey in February 1997.
 QJ0222
 QJ0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0222
 QJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0222.GEOID18 height accuracy estimate available here.
 QJ0222
 QJ0222.Click photographs - Photos may exist for this station.
 QJ0222
 QJ0222.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0222
 QJ0222. The following values were computed from the NAD 83(1994) position.
 QJ0222
 QJ0222;                    North         East     Units Scale Factor Converg.
 QJ0222;SPC MI C     -   205,487.594 6,080,038.270   MT  0.99991993   +0 43 09.0
 QJ0222;SPC MI C     -   674,171.90 19,947,632.12   iFT  0.99991993   +0 43 09.0
 QJ0222;UTM  17      - 5,003,561.477   315,416.080   MT  1.00001895   -1 39 57.0
 QJ0222
 QJ0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0222!SPC MI C     -   0.99997810  x   0.99991993  =   0.99989803
 QJ0222!UTM  17      -   0.99997810  x   1.00001895  =   0.99999705
 QJ0222
 QJ0222:                Primary Azimuth Mark                     Grid Az
 QJ0222:SPC MI C     -  H 12 MI 77                               129 28 41.9
 QJ0222:UTM  17      -  H 12 MI 77                               131 51 47.9
 QJ0222
 QJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1541603561(NAD 83)
 QJ0222
 QJ0222|---------------------------------------------------------------------|
 QJ0222| PID    Reference Object                     Distance      Geod. Az  |
 QJ0222|                                                           dddmmss.s |
 QJ0222| QJ0224 H 12 MI 77                          APPROX. 3.3 KM 1301150.9 |
 QJ0222|---------------------------------------------------------------------|
 QJ0222
 QJ0222                          SUPERSEDED SURVEY CONTROL
 QJ0222
 QJ0222  NAD 83(1986)-  45 09 40.97185(N)    083 20 54.90900(W) AD(       ) 3
 QJ0222  NAD 27      -  45 09 40.91507(N)    083 20 55.02025(W) AD(       ) 3
 QJ0222  NGVD 29 (07/19/86)  176.6    (m)          579.     (f) VERT ANG       
 QJ0222
 QJ0222.Superseded values are not recommended for survey control.
 QJ0222
 QJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0222.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0222
 QJ0222_MARKER: DD = SURVEY DISK
 QJ0222_SETTING: 80 = SET IN A BOULDER
 QJ0222_STAMPING: H 11 MI 77
 QJ0222_MARK LOGO: NOS
 QJ0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0222+STABILITY: SURFACE MOTION
 QJ0222
 QJ0222  HISTORY     - Date     Condition        Report By
 QJ0222  HISTORY     - 1979     MONUMENTED       NOS
 QJ0222
 QJ0222                          STATION DESCRIPTION
 QJ0222
 QJ0222'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0222'THE STATION IS LOCATED 1 MILE SOUTH OF MONAGHAN POINT ON
 QJ0222'THE WEST SHORE OF LAKE HURON.
 QJ0222'
 QJ0222'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 23
 QJ0222'AND MONAGHAN POINT ROAD, APPROXIMATELY 7.5 MILES NORTH OF
 QJ0222'ALPENA, GO EAST ON MONAGHAN POINT ROAD FOR 3.2 MILES TO A
 QJ0222'FORK JUST AFTER PASSING A GREEN ONE CAR GARAGE,CONTINUE    E
 QJ0222'STRAIGHT AHEAD,EAST,ON TRACK ROAD FOR 0.30 MILES TO A FORK
 QJ0222'AND GATE ON LEFT,CONTINUE STRAIGHT AHEAD FOR 0.30 MILES
 QJ0222'TO A SIGN,A.POPP 6974.TURN SHARPLY LEFT AND GO 0.1 MILE
 QJ0222'TO MR.POPPS HOUSE AND PARK YOUR VEHICLE.FROM
 QJ0222'THIS POINT PACK EAST TO SHORELINE AND WALK NORTHERLY
 QJ0222'ALONG SHORELINE FOR APPROXIMATELY 1200 FEET AND THE AREA
 QJ0222'OF THE STATION.
 QJ0222'
 QJ0222'THE STATION IS A NOS DISK STAMPED---H 11 MI 77---,EPOXIED
 QJ0222'IN A DRILL HOLE IN THE TOP OF A 5 FOOT BY 6 FOOT BOULDER
 QJ0222'THAT PROJECTS 3 FEET ABOVE THE EXISTING WATERS SURFACE.
 QJ0222'IT IS 26.8 FEET SOUTHEAST OF A TREE WITH A P.K.NAIL
 QJ0222'AND WASHER, 25.1 FEET EAST-NORTHEAST OF A P.K.NAIL IN
 QJ0222'ANOTHER TREE, AND 20 FEET NORTHEAST OF ANOTHER P.K.NAIL
 QJ0222'IN A THIRD TREE.
 QJ0222'
 QJ0222'HEIGHT OF LIGHT ABOVE STATION WAS 1.11 METERS.
 QJ0222'
 QJ0222'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 PK0288 ***********************************************************************
 PK0288  DESIGNATION -  H 11 MI 79
 PK0288  PID         -  PK0288
 PK0288  STATE/COUNTY-  MI/HURON
 PK0288  COUNTRY     -  US
 PK0288  USGS QUAD   -  PORT AUSTIN EAST (2017)
 PK0288
 PK0288                         *CURRENT SURVEY CONTROL
 PK0288  ______________________________________________________________________
 PK0288* NAD 83(1994) POSITION- 44 04 04.60531(N) 082 57 41.65217(W)   ADJUSTED
 PK0288* NAVD 88 ORTHO HEIGHT -   181.2   (meters)      594.    (feet) VERTCON3
 PK0288  ______________________________________________________________________
 PK0288  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 PK0288  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 PK0288  HORZ ORDER      -  THIRD
 PK0288
 PK0288.The horizontal coordinates were established by classical geodetic methods
 PK0288.and adjusted by the National Geodetic Survey in February 1997.
 PK0288
 PK0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0288
 PK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PK0288.GEOID18 height accuracy estimate available here.
 PK0288
 PK0288.Click photographs - Photos may exist for this station.
 PK0288
 PK0288.The Laplace correction was computed from DEFLEC18 derived deflections.
 PK0288
 PK0288. The following values were computed from the NAD 83(1994) position.
 PK0288
 PK0288;                    North         East     Units Scale Factor Converg.
 PK0288;SPC MI S     -   286,206.426 4,112,577.115   MT  1.00012065   +0 57 22.4
 PK0288;SPC MI S     -   938,997.46 13,492,707.07   iFT  1.00012065   +0 57 22.4
 PK0288;UTM  17      - 4,881,290.114   342,911.404   MT  0.99990350   -1 21 52.5
 PK0288
 PK0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0288!SPC MI S     -   0.99997710  x   1.00012065  =   1.00009775
 PK0288!UTM  17      -   0.99997710  x   0.99990350  =   0.99988061
 PK0288
 PK0288:                Primary Azimuth Mark                     Grid Az
 PK0288:SPC MI S     -  PORT AUSTIN LH                           312 20 28.4
 PK0288:UTM  17      -  PORT AUSTIN LH                           314 39 43.3
 PK0288
 PK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4291181290(NAD 83)
 PK0288
 PK0288|---------------------------------------------------------------------|
 PK0288| PID    Reference Object                     Distance      Geod. Az  |
 PK0288|                                                           dddmmss.s |
 PK0288| PK0287 POINTE AUX BARQUES RM               180.205 METERS 07310     |
 PK0288| PK0283 PORT AUSTIN LH                      APPROX. 2.3 KM 3131750.8 |
 PK0288|---------------------------------------------------------------------|
 PK0288
 PK0288                          SUPERSEDED SURVEY CONTROL
 PK0288
 PK0288  NAD 83(1986)-  44 04 04.59278(N)    082 57 41.67104(W) AD(       ) 3
 PK0288  NAD 27      -  44 04 04.54361(N)    082 57 41.87882(W) AD(       ) 3
 PK0288  NGVD 29 (07/19/86)  181.3    (m)          595.     (f) VERT ANG       
 PK0288
 PK0288.Superseded values are not recommended for survey control.
 PK0288
 PK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0288.See file dsdata.pdf to determine how the superseded data were derived.
 PK0288
 PK0288_MARKER: DD = SURVEY DISK
 PK0288_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PK0288+WITH SETTING: INFORMATION.
 PK0288_STAMPING: H 11 MI 79 1979
 PK0288_MARK LOGO: NOS
 PK0288_PROJECTION: FLUSH
 PK0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0288
 PK0288  HISTORY     - Date     Condition        Report By
 PK0288  HISTORY     - 1979     MONUMENTED       NOS
 PK0288
 PK0288                          STATION DESCRIPTION
 PK0288
 PK0288'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0288'THE STATION IS LOCATED AT POINTE AUX BARQUES ABOUT 2 MILES
 PK0288'NORTHEAST OF PORT AUSTIN.
 PK0288'
 PK0288'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 25 AND POINTE
 PK0288'AUX BARQUES ROAD IN PORT AUSTIN, GO EAST ON POINTE AUX
 PK0288'BARQUES ROAD FOR 2.2 MILES TO THE ENTERANCE OF THE POINTE AUX
 PK0288'BARQUES GOLF CLUB ON THE LEFT.  TURN LEFT AND FOLLOW A DIRT AND
 PK0288'PAVED ROAD NORTH AND WEST THROUGH THE GOLF CLUB AND A HOUSING AREA
 PK0288'FOR 1.0 MILE TO A CHAPEL AT THE END OF THE PAVED ROAD.  CONTINUE
 PK0288'ON A DIRT ROAD FOR ABOUT 300 FEET AND THE STATION ON THE RIGHT.
 PK0288'
 PK0288'THE STATION IS A NOS ALUMINUM DISK STAMPED---H 11 MI 79 1979---,
 PK0288'SECURED TO THE TOP OF A 1 X 20  INCH ALUMINUM ROD SET IN
 PK0288'A MASS OF CONCRETE 10 INCHES IN DIAMETER FLUSH WITH THE GROUND.
 PK0288'IT IS 63 FEET EAST OF THE CENTER OF A CIRCULAR TURNAROUND OF THE
 PK0288'DIRT ROAD, 80 FEET SOUTH OF THE EDGE OF A BANK ON THE LAKES EDGE,
 PK0288'46.0 FEET SOUTHEAST OF A PK NAIL AND WASHER DRIVEN INTO THE
 PK0288'TRUNK OF THE LARGEST OAK TREE IN THE AREA AND 41.0 FEET NORTH OF
 PK0288'THE CENTER OF THE DIRT ROAD.  CONTACT MR. NED HELBORN,
 PK0288'1846 BAY VIEW, POINTE AUX BARQUES (PHONE-517-738-7585) FOR
 PK0288'PERMISSION TO OCCUPY THE STATION.
 PK0288'
 PK0288'HEIGHT OF TARGET WAS 1.5 METERS.
 PK0288'
 PK0288'DESCRIBED BY J.D.S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0488 ***********************************************************************
 NF0488  DESIGNATION -  H 111
 NF0488  PID         -  NF0488
 NF0488  STATE/COUNTY-  MI/CALHOUN
 NF0488  COUNTRY     -  US
 NF0488  USGS QUAD   -  BATTLE CREEK (2017)
 NF0488
 NF0488                         *CURRENT SURVEY CONTROL
 NF0488  ______________________________________________________________________
 NF0488* NAD 83(1986) POSITION- 42 19 52.     (N) 085 08 44.     (W)   SCALED
 NF0488* NAVD 88 ORTHO HEIGHT -   255.841 (meters)      839.37  (feet) ADJUSTED
 NF0488  ______________________________________________________________________
 NF0488  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 NF0488  DYNAMIC HEIGHT  -        255.759 (meters)      839.10  (feet) COMP
 NF0488  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 NF0488
 NF0488  VERT ORDER      -  SECOND    CLASS 0
 NF0488
 NF0488.The horizontal coordinates were scaled from a map and have
 NF0488.an estimated accuracy of +/- 6 seconds.
 NF0488
 NF0488.The orthometric height was determined by differential leveling and
 NF0488.adjusted by the NATIONAL GEODETIC SURVEY
 NF0488.in June 1991.
 NF0488
 NF0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0488.GEOID18 height accuracy estimate available here.
 NF0488
 NF0488.Click photographs - Photos may exist for this station.
 NF0488
 NF0488.The dynamic height is computed by dividing the NAVD 88
 NF0488.geopotential number by the normal gravity value computed on the
 NF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0488.degrees latitude (g = 980.6199 gals.).
 NF0488
 NF0488.The modeled gravity was interpolated from observed gravity values.
 NF0488
 NF0488;                    North         East    Units  Estimated Accuracy
 NF0488;SPC MI S     -    92,620.    3,935,810.      MT  (+/- 180 meters Scaled)
 NF0488
 NF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM527882(NAD 83)
 NF0488
 NF0488                          SUPERSEDED SURVEY CONTROL
 NF0488
 NF0488  NGVD 29 (??/??/92)  255.973  (m)          839.80   (f) ADJ UNCH    2 0
 NF0488
 NF0488.Superseded values are not recommended for survey control.
 NF0488
 NF0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0488.See file dsdata.pdf to determine how the superseded data were derived.
 NF0488
 NF0488_MARKER: DB = BENCH MARK DISK
 NF0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0488_STAMPING: H 111 1934
 NF0488_MARK LOGO: CGS
 NF0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0488+STABILITY: SURFACE MOTION
 NF0488
 NF0488  HISTORY     - Date     Condition        Report By
 NF0488  HISTORY     - 1934     MONUMENTED       CGS
 NF0488  HISTORY     - 1961     MARK NOT FOUND   USGS
 NF0488  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0488
 NF0488                          STATION DESCRIPTION
 NF0488
 NF0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0488'2.8 MI NE FROM BATTLE CREEK.
 NF0488'2.8 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0488'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0488'COUNTY, AT THE CROSSING OF THE ROAD LEADING TO VERONA, 38
 NF0488'YARDS SOUTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0488'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 30 YARDS
 NF0488'SOUTHWEST OF SEMAPHORE 1789, 14.2 FEET NORTHWEST OF THE
 NF0488'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1 FOOT LOWER THAN THE
 NF0488'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 111 1934 AND SET
 NF0488'IN THE TOP OF A CONCRETE POST.
 NF0488
 NF0488                          STATION RECOVERY (1961)
 NF0488
 NF0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NF0488'MARK NOT FOUND.
 NF0488
 NF0488                          STATION RECOVERY (1997)
 NF0488
 NF0488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MD0587 ***********************************************************************
 MD0587  DESIGNATION -  H 112
 MD0587  PID         -  MD0587
 MD0587  STATE/COUNTY-  MI/HILLSDALE
 MD0587  COUNTRY     -  US
 MD0587  USGS QUAD   -  CAMDEN (2017)
 MD0587
 MD0587                         *CURRENT SURVEY CONTROL
 MD0587  ______________________________________________________________________
 MD0587* NAD 83(1986) POSITION- 41 48 31.6    (N) 084 46 06.5    (W)   HD_HELD2
 MD0587* NAVD 88 ORTHO HEIGHT -   332.202 (meters)     1089.90  (feet) ADJUSTED
 MD0587  ______________________________________________________________________
 MD0587  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 MD0587  DYNAMIC HEIGHT  -        332.072 (meters)     1089.47  (feet) COMP
 MD0587  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 MD0587
 MD0587  VERT ORDER      -  SECOND    CLASS 0
 MD0587
 MD0587.The horizontal coordinates were established by autonomous hand held GPS
 MD0587.observations and have an estimated accuracy of +/- 10 meters.
 MD0587
 MD0587.The orthometric height was determined by differential leveling and
 MD0587.adjusted by the NATIONAL GEODETIC SURVEY
 MD0587.in June 1991.
 MD0587
 MD0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0587.GEOID18 height accuracy estimate available here.
 MD0587
 MD0587.Click photographs - Photos may exist for this station.
 MD0587
 MD0587.The dynamic height is computed by dividing the NAVD 88
 MD0587.geopotential number by the normal gravity value computed on the
 MD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0587.degrees latitude (g = 980.6199 gals.).
 MD0587
 MD0587.The modeled gravity was interpolated from observed gravity values.
 MD0587
 MD0587;                    North         East    Units  Estimated Accuracy
 MD0587;SPC MI S     -    34,379.    3,966,608.      MT  (+/- 10 meters HH2 GPS)
 MD0587
 MD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8536730952(NAD 83)
 MD0587
 MD0587                          SUPERSEDED SURVEY CONTROL
 MD0587
 MD0587  NGVD 29 (??/??/92)  332.320  (m)         1090.29   (f) ADJ UNCH    2 0
 MD0587
 MD0587.Superseded values are not recommended for survey control.
 MD0587
 MD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0587.See file dsdata.pdf to determine how the superseded data were derived.
 MD0587
 MD0587_MARKER: DB = BENCH MARK DISK
 MD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0587_STAMPING: H 112 1934
 MD0587_MARK LOGO: CGS
 MD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0587+STABILITY: SURFACE MOTION
 MD0587
 MD0587  HISTORY     - Date     Condition        Report By
 MD0587  HISTORY     - 1934     MONUMENTED       CGS
 MD0587  HISTORY     - 1988     GOOD             USPSQD
 MD0587  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0587
 MD0587                          STATION DESCRIPTION
 MD0587
 MD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0587'2.5 MI S FROM READING.
 MD0587'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0587'STATION AT READING, HILLSDALE COUNTY, 90 YARDS SOUTH OF MILEPOST
 MD0587'58, ABOUT 210 YARDS SOUTH OF THE CENTER OF THE CROSSING OF A
 MD0587'GRAVEL ROAD, 29.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MD0587'AND 15 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED H 112 1934
 MD0587'AND SET IN THE TOP OF A CONCRETE POST.
 MD0587
 MD0587                          STATION RECOVERY (1988)
 MD0587
 MD0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0587'RECOVERED IN GOOD CONDITION.
 MD0587
 MD0587                          STATION RECOVERY (2000)
 MD0587
 MD0587'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0587'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 MC0770 ***********************************************************************
 MC0770  DESIGNATION -  H 114
 MC0770  PID         -  MC0770
 MC0770  STATE/COUNTY-  MI/LENAWEE
 MC0770  COUNTRY     -  US
 MC0770  USGS QUAD   -  TECUMSEH SOUTH (2017)
 MC0770
 MC0770                         *CURRENT SURVEY CONTROL
 MC0770  ______________________________________________________________________
 MC0770* NAD 83(1986) POSITION- 41 53 02.89   (N) 083 56 51.98   (W)   HD_HELD1
 MC0770* NAVD 88 ORTHO HEIGHT -   218.342 (meters)      716.34  (feet) ADJUSTED
 MC0770  ______________________________________________________________________
 MC0770  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 MC0770  DYNAMIC HEIGHT  -        218.259 (meters)      716.07  (feet) COMP
 MC0770  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 MC0770
 MC0770  VERT ORDER      -  SECOND    CLASS 0
 MC0770
 MC0770.The horizontal coordinates were determined by differentially corrected
 MC0770.hand held GPS observations or other comparable positioning techniques
 MC0770.and have an estimated accuracy of +/- 3 meters.
 MC0770
 MC0770.The orthometric height was determined by differential leveling and
 MC0770.adjusted by the NATIONAL GEODETIC SURVEY
 MC0770.in June 1991.
 MC0770
 MC0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC0770.GEOID18 height accuracy estimate available here.
 MC0770
 MC0770.Click photographs - Photos may exist for this station.
 MC0770
 MC0770.The dynamic height is computed by dividing the NAVD 88
 MC0770.geopotential number by the normal gravity value computed on the
 MC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0770.degrees latitude (g = 980.6199 gals.).
 MC0770
 MC0770.The modeled gravity was interpolated from observed gravity values.
 MC0770
 MC0770;                    North         East    Units  Estimated Accuracy
 MC0770;SPC MI S     -    42,756.7   4,034,770.5     MT  (+/- 3 meters HH1 GPS) 
 MC0770
 MC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5541841114(NAD 83)
 MC0770
 MC0770                          SUPERSEDED SURVEY CONTROL
 MC0770
 MC0770  NGVD 29 (??/??/92)  218.491  (m)          716.83   (f) ADJ UNCH    2 0
 MC0770
 MC0770.Superseded values are not recommended for survey control.
 MC0770
 MC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0770.See file dsdata.pdf to determine how the superseded data were derived.
 MC0770
 MC0770_MARKER: DB = BENCH MARK DISK
 MC0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0770_STAMPING: H 114 1934
 MC0770_MARK LOGO: CGS
 MC0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0770+STABILITY: SURFACE MOTION
 MC0770
 MC0770  HISTORY     - Date     Condition        Report By
 MC0770  HISTORY     - 1934     MONUMENTED       CGS
 MC0770
 MC0770                          STATION DESCRIPTION
 MC0770
 MC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0770'AT LENAWEE JUNCTION.
 MC0770'AT LENAWEE JUNCTION, LENAWEE COUNTY, 53 FEET WEST OF THE CENTER
 MC0770'OF THE WEST SIDE OF THE NEW YORK CENTRAL RAILROAD STATION, 35.9
 MC0770'FEET NORTH OF THE NORTH RAIL OF THE OLD TOLEDO DIVISION TRACK,
 MC0770'15.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND LEVEL
 MC0770'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 114 1934
 MC0770'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NE0516 ***********************************************************************
 NE0516  WATER LEVEL -  This is a Water Level Survey Control Monument.
 NE0516  DESIGNATION -  H 115 X
 NE0516  PID         -  NE0516
 NE0516  STATE/COUNTY-  MI/WAYNE
 NE0516  COUNTRY     -  US
 NE0516  USGS QUAD   -  ROCKWOOD (2017)
 NE0516
 NE0516                         *CURRENT SURVEY CONTROL
 NE0516  ______________________________________________________________________
 NE0516* NAD 83(2011) POSITION- 42 05 41.96776(N) 083 11 26.85328(W)   ADJUSTED
 NE0516* NAD 83(2011) ELLIP HT-   142.384 (meters)        (06/27/12)   ADJUSTED
 NE0516* NAD 83(2011) EPOCH   -  2010.00
 NE0516* NAVD 88 ORTHO HEIGHT -   177.297 (meters)      581.68  (feet) ADJUSTED
 NE0516  ______________________________________________________________________
 NE0516  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 NE0516  NAD 83(2011) X  -    561,995.678 (meters)                     COMP
 NE0516  NAD 83(2011) Y  - -4,706,604.080 (meters)                     COMP
 NE0516  NAD 83(2011) Z  -  4,253,534.391 (meters)                     COMP
 NE0516  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 NE0516  DYNAMIC HEIGHT  -        177.237 (meters)      581.49  (feet) COMP
 NE0516  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 NE0516
 NE0516  VERT ORDER      -  FIRST     CLASS I
 NE0516
 NE0516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0516  Standards:
 NE0516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0516  -------------------------------------------------------------------
 NE0516  NETWORK    0.31   0.94           0.14   0.11   0.48     -0.00393670
 NE0516  -------------------------------------------------------------------
 NE0516  Click here for local accuracies and other accuracy information.
 NE0516
 NE0516.The horizontal coordinates were established by GPS observations
 NE0516.and adjusted by the National Geodetic Survey in June 2012.
 NE0516
 NE0516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0516.been affixed to the stable North American tectonic plate. See 
 NE0516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0516
 NE0516.The horizontal coordinates are valid at the epoch date displayed above
 NE0516.which is a decimal equivalence of Year/Month/Day.
 NE0516
 NE0516.The orthometric height was determined by differential leveling and
 NE0516.adjusted by the NATIONAL GEODETIC SURVEY
 NE0516.in June 1991.
 NE0516
 NE0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0516.GEOID18 height accuracy estimate available here.
 NE0516
 NE0516.This Water Level Mark is designated as VM 12939
 NE0516.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 NE0516
 NE0516.Click photographs - Photos may exist for this station.
 NE0516
 NE0516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0516
 NE0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 NE0516
 NE0516.The ellipsoidal height was determined by GPS observations
 NE0516.and is referenced to NAD 83.
 NE0516
 NE0516.The dynamic height is computed by dividing the NAVD 88
 NE0516.geopotential number by the normal gravity value computed on the
 NE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0516.degrees latitude (g = 980.6199 gals.).
 NE0516
 NE0516.The modeled gravity was interpolated from observed gravity values.
 NE0516
 NE0516. The following values were computed from the NAD 83(2011) position.
 NE0516
 NE0516;                    North         East     Units Scale Factor Converg.
 NE0516;SPC MI S     -    66,770.496 4,097,273.992   MT  1.00000119   +0 48 00.8
 NE0516;SPC MI S     -   219,063.31 13,442,499.97   iFT  1.00000119   +0 48 00.8
 NE0516;UTM  17      - 4,662,645.570   318,829.312   MT  1.00000389   -1 28 08.5
 NE0516
 NE0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0516!SPC MI S     -   0.99997767  x   1.00000119  =   0.99997886
 NE0516!UTM  17      -   0.99997767  x   1.00000389  =   0.99998156
 NE0516
 NE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1882962645(NAD 83)
 NE0516
 NE0516                          SUPERSEDED SURVEY CONTROL
 NE0516
 NE0516  NAD 83(2007)-  42 05 41.96777(N)    083 11 26.85373(W) AD(2002.00) A
 NE0516  ELLIP H (10/11/07)  142.413  (m)                       GP(2002.00) 4 2
 NE0516  NAVD 88             177.30   (m)          581.7    (f) LEVELING    3  
 NE0516  NGVD 29 (11/26/84)  177.465  (m)          582.23   (f) ADJUSTED    1 1
 NE0516
 NE0516.Superseded values are not recommended for survey control.
 NE0516
 NE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0516.See file dsdata.pdf to determine how the superseded data were derived.
 NE0516
 NE0516_MARKER: DB = BENCH MARK DISK
 NE0516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0516_SP_SET: BRIDGE WALKWAY
 NE0516_STAMPING: 582.154 H 115 X 1934
 NE0516_MARK LOGO: CGS
 NE0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0516+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 NE0516
 NE0516  HISTORY     - Date     Condition        Report By
 NE0516  HISTORY     - 1934     MONUMENTED       CGS
 NE0516  HISTORY     - 1968     GOOD             CGS
 NE0516  HISTORY     - 1980     GOOD             NGS
 NE0516  HISTORY     - 1987     GOOD             USPSQD
 NE0516  HISTORY     - 1987     GOOD             USPSQD
 NE0516  HISTORY     - 1988     GOOD             USPSQD
 NE0516  HISTORY     - 1989     GOOD             USPSQD
 NE0516  HISTORY     - 19941114 GOOD             NOS
 NE0516  HISTORY     - 19991023 GOOD             USPSQD
 NE0516  HISTORY     - 2005     GOOD             NGS
 NE0516  HISTORY     - 20100607 GOOD             NGS
 NE0516  HISTORY     - 20150221 GOOD             GEOPRO
 NE0516  HISTORY     - 20150812 GOOD             NGS
 NE0516  HISTORY     - 20150925 GOOD             USPSQD
 NE0516  HISTORY     - 20220825 MARK NOT FOUND   NGS
 NE0516
 NE0516                          STATION DESCRIPTION
 NE0516
 NE0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0516'AT GIBRALTAR.
 NE0516'AT GIBRALTAR, ABOUT 74 YARDS WEST OF THE JUNCTION OF GIBRALTAR
 NE0516'ROAD AND BAY VIEW ROAD, SET ON THE TOP OF THE WEST END OF THE
 NE0516'NORTH PEDESTRIAN WALKWAY ACROSS THE GIBRALTAR ROAD BRIDGE OVER
 NE0516'THE GIBRALTAR WATERWAY, 25 FEET NORTH OF THE CENTER LINE OF THE
 NE0516'ROAD, 5 1/2 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 NE0516'GUARD RAIL BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 NE0516
 NE0516                          STATION RECOVERY (1980)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1987)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1987)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (BMM)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1988)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1989)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1994)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (DTS)
 NE0516'AT GIBRALTAR, ABOUT 74 YARDS WEST OF THE JUNCTION OF GIBRALTAR ROAD
 NE0516'AND BAY VIEW ROAD, SET ON THE TOP OF THE WEST END OF THE NORTH
 NE0516'PEDESTRIAN WALKWAY ACROSS THE GIBRALTAR ROAD BRIDGE OVER THE GIBRALTAR
 NE0516'WATERWAY, 25 FEET (7.6 M) NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2
 NE0516'FEET EAST OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL BASE AND
 NE0516'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 NE0516
 NE0516                          STATION RECOVERY (1999)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (2005)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 NE0516'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 NE0516'
 NE0516'TO REACH FROM THE GIBRALTAR ROAD OVERPASS OF INTERSTATE HIGHWAY 75
 NE0516'(EXIT 32) IN GIBRALTAR, GO EAST ON GIBRALTAR ROAD FOR 2.7 MI (4.35 KM)
 NE0516'TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF A CONCRETE
 NE0516'BRIDGE SPANNING THE WATERWAY.
 NE0516'
 NE0516'THE STATION IS 53.6 M (175.9 FT) EAST OF THE CENTER OF NORTH GIBRALTAR
 NE0516'STREET, 0.7 M (2.3 FT) SOUTH OF THE NORTH EDGE OF THE NORTHWEST
 NE0516'CONCRETE ABUTMENT WALKWAY AND 0.2 M (0.7 FT) SOUTH OF THE GUARDRAIL.
 NE0516
 NE0516                          STATION RECOVERY (2010)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 NE0516'RECOVERED AS DESCRIBED.
 NE0516
 NE0516                          STATION RECOVERY (2015)
 NE0516
 NE0516'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (SML)
 NE0516'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHEAST OF
 NE0516'ESTRAL BEACH, 5.2 MI (8.4 KM) EAST OF FLAT ROCK AND 3.3 MI (5.3 KM)
 NE0516'EAST-NORTHEAST OF ROCKWOOD.
 NE0516'
 NE0516'TO REACH FROM THE INTERSECTION OF GIBRALTAR ROAD OVERPASS AND
 NE0516'INTERSTATE 75 (EXIT 32) IN GIBRALTAR, MICHIGAN, PROCEED EAST ON
 NE0516'GIBRALTAR ROAD FOR 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT IN THE
 NE0516'NORTHWEST CORNER OF A CONCRETE BRIDGE SPANNING THE WATERWAY.
 NE0516'
 NE0516'THE STATION IS 53.6 M (175.9 FT) EAST OF THE CENTER OF GIBRALTAR ROAD,
 NE0516'0.70 M (2.3 FT) SOUTH OF THE NORTH EDGE OF THE NORTHWEST CONCRETE
 NE0516'ABUTMENT AND 0.20 M (0.7 FT) SOUTH OF THE GUARDRAIL.
 NE0516
 NE0516                          STATION RECOVERY (2015)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 NE0516'RECOVERED AS DESCRIBED.
 NE0516
 NE0516                          STATION RECOVERY (2015)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 2015 (MLG)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (2022)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 NE0516'MARK PRESUMED DESTROYED DUE TO BRIDGE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0558 ***********************************************************************
 NF0558  DESIGNATION -  H 117
 NF0558  PID         -  NF0558
 NF0558  STATE/COUNTY-  MI/ST JOSEPH
 NF0558  COUNTRY     -  US
 NF0558  USGS QUAD   -  MARCELLUS (2017)
 NF0558
 NF0558                         *CURRENT SURVEY CONTROL
 NF0558  ______________________________________________________________________
 NF0558* NAD 83(1986) POSITION- 42 03 21.     (N) 085 45 39.     (W)   SCALED
 NF0558* NAVD 88 ORTHO HEIGHT -   269.249 (meters)      883.36  (feet) ADJUSTED
 NF0558  ______________________________________________________________________
 NF0558  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 NF0558  DYNAMIC HEIGHT  -        269.159 (meters)      883.07  (feet) COMP
 NF0558  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 NF0558
 NF0558  VERT ORDER      -  SECOND    CLASS 0
 NF0558
 NF0558.The horizontal coordinates were scaled from a map and have
 NF0558.an estimated accuracy of +/- 6 seconds.
 NF0558
 NF0558.The orthometric height was determined by differential leveling and
 NF0558.adjusted by the NATIONAL GEODETIC SURVEY
 NF0558.in June 1991.
 NF0558
 NF0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0558.GEOID18 height accuracy estimate available here.
 NF0558
 NF0558.Click photographs - Photos may exist for this station.
 NF0558
 NF0558.The dynamic height is computed by dividing the NAVD 88
 NF0558.geopotential number by the normal gravity value computed on the
 NF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0558.degrees latitude (g = 980.6199 gals.).
 NF0558
 NF0558.The modeled gravity was interpolated from observed gravity values.
 NF0558
 NF0558;                    North         East    Units  Estimated Accuracy
 NF0558;SPC MI S     -    62,700.    3,884,600.      MT  (+/- 180 meters Scaled)
 NF0558
 NF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM025567(NAD 83)
 NF0558
 NF0558                          SUPERSEDED SURVEY CONTROL
 NF0558
 NF0558  NGVD 29 (??/??/92)  269.383  (m)          883.80   (f) ADJ UNCH    2 0
 NF0558
 NF0558.Superseded values are not recommended for survey control.
 NF0558
 NF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0558.See file dsdata.pdf to determine how the superseded data were derived.
 NF0558
 NF0558_MARKER: DB = BENCH MARK DISK
 NF0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0558_STAMPING: ELEV 883.801 FEET H 117 1934
 NF0558_MARK LOGO: CGS
 NF0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0558+STABILITY: SURFACE MOTION
 NF0558
 NF0558  HISTORY     - Date     Condition        Report By
 NF0558  HISTORY     - 1934     MONUMENTED       CGS
 NF0558  HISTORY     - 1940     GOOD             CGS
 NF0558
 NF0558                          STATION DESCRIPTION
 NF0558
 NF0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NF0558'1.1 MI SW FROM CHAMBERLAINS.
 NF0558'1.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0558'CHAMBERLAINS, ST. JOSEPH COUNTY, 50 YARDS NORTHEAST OF FLASH
 NF0558'SIGNAL 1390, 26 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 NF0558'12 FEET SOUTHEAST OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 FEET
 NF0558'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE
 NF0558'TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV 883.801 FEET H
 NF0558'117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NF0558'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 ME0840 ***********************************************************************
 ME0840  DESIGNATION -  H 118
 ME0840  PID         -  ME0840
 ME0840  STATE/COUNTY-  MI/BERRIEN
 ME0840  COUNTRY     -  US
 ME0840  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME0840
 ME0840                         *CURRENT SURVEY CONTROL
 ME0840  ______________________________________________________________________
 ME0840* NAD 83(1986) POSITION- 41 49 40.     (N) 086 41 29.     (W)   SCALED
 ME0840* NAVD 88 ORTHO HEIGHT -   192.035 (meters)      630.03  (feet) ADJUSTED
 ME0840  ______________________________________________________________________
 ME0840  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 ME0840  DYNAMIC HEIGHT  -        191.965 (meters)      629.81  (feet) COMP
 ME0840  MODELED GRAVITY -    980,253.3   (mgal)                       NAVD 88
 ME0840
 ME0840  VERT ORDER      -  SECOND    CLASS 0
 ME0840
 ME0840.The horizontal coordinates were scaled from a map and have
 ME0840.an estimated accuracy of +/- 6 seconds.
 ME0840
 ME0840.The orthometric height was determined by differential leveling and
 ME0840.adjusted by the NATIONAL GEODETIC SURVEY
 ME0840.in June 1991.
 ME0840
 ME0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0840.GEOID18 height accuracy estimate available here.
 ME0840
 ME0840.Click photographs - Photos may exist for this station.
 ME0840
 ME0840.The dynamic height is computed by dividing the NAVD 88
 ME0840.geopotential number by the normal gravity value computed on the
 ME0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0840.degrees latitude (g = 980.6199 gals.).
 ME0840
 ME0840.The modeled gravity was interpolated from observed gravity values.
 ME0840
 ME0840;                    North         East    Units  Estimated Accuracy
 ME0840;SPC MI S     -    39,080.    3,806,890.      MT  (+/- 180 meters Scaled)
 ME0840
 ME0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM256307(NAD 83)
 ME0840
 ME0840                          SUPERSEDED SURVEY CONTROL
 ME0840
 ME0840  NGVD 29 (??/??/92)  192.152  (m)          630.42   (f) ADJ UNCH    2 0
 ME0840
 ME0840.Superseded values are not recommended for survey control.
 ME0840
 ME0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0840.See file dsdata.pdf to determine how the superseded data were derived.
 ME0840
 ME0840_MARKER: DB = BENCH MARK DISK
 ME0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0840_STAMPING: H 118 1934
 ME0840_MARK LOGO: CGS
 ME0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0840+STABILITY: SURFACE MOTION
 ME0840
 ME0840  HISTORY     - Date     Condition        Report By
 ME0840  HISTORY     - 1934     MONUMENTED       CGS
 ME0840  HISTORY     - 20230328 MARK NOT FOUND   MIDT
 ME0840
 ME0840                          STATION DESCRIPTION
 ME0840
 ME0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0840'AT UNION PIER.
 ME0840'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0840'RAILWAY, APPROXIMATELY 55 YARDS EAST OF THE STOP LIGHT AT THE
 ME0840'CENTER OF THE INTERSECTION OF A COUNTY CONCRETE HIGHWAY AND U.S.
 ME0840'HIGHWAY 12, 55 YARDS SOUTH OF THE FLAG STOP SIGNAL TOWER AT THE
 ME0840'UNION PIER STATION, 15 YARDS SOUTH OF THE CENTER OF THE CROSSING
 ME0840'OF THE COUNTY CONCRETE HIGHWAY, 3 1/2 YARDS EAST OF THE EAST RAIL
 ME0840'OF THE MAIN TRACK, A CONCRETE POST, 6 INCHES ABOVE THE GROUND.
 ME0840'A STANDARD DISK, STAMPED H 118 1934.
 ME0840
 ME0840                          STATION RECOVERY (2023)
 ME0840
 ME0840'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2023 (JB)
 ME0840'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1041 ***********************************************************************
 RL1041  DESIGNATION -  H 119
 RL1041  PID         -  RL1041
 RL1041  STATE/COUNTY-  MI/GOGEBIC
 RL1041  COUNTRY     -  US
 RL1041  USGS QUAD   -  IMP LAKE (2017)
 RL1041
 RL1041                         *CURRENT SURVEY CONTROL
 RL1041  ______________________________________________________________________
 RL1041* NAD 83(1986) POSITION- 46 12 46.     (N) 089 02 18.     (W)   SCALED
 RL1041* NAVD 88 ORTHO HEIGHT -   528.390 (meters)     1733.56  (feet) ADJUSTED
 RL1041  ______________________________________________________________________
 RL1041  GEOID HEIGHT    -        -31.472 (meters)                     GEOID18
 RL1041  DYNAMIC HEIGHT  -        528.397 (meters)     1733.58  (feet) COMP
 RL1041  MODELED GRAVITY -    980,611.6   (mgal)                       NAVD 88
 RL1041
 RL1041  VERT ORDER      -  SECOND    CLASS 0
 RL1041
 RL1041.The horizontal coordinates were scaled from a map and have
 RL1041.an estimated accuracy of +/- 6 seconds.
 RL1041
 RL1041.The orthometric height was determined by differential leveling and
 RL1041.adjusted by the NATIONAL GEODETIC SURVEY
 RL1041.in June 1991.
 RL1041
 RL1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1041.GEOID18 height accuracy estimate available here.
 RL1041
 RL1041.Click photographs - Photos may exist for this station.
 RL1041
 RL1041.The dynamic height is computed by dividing the NAVD 88
 RL1041.geopotential number by the normal gravity value computed on the
 RL1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1041.degrees latitude (g = 980.6199 gals.).
 RL1041
 RL1041.The modeled gravity was interpolated from observed gravity values.
 RL1041
 RL1041;                    North         East    Units  Estimated Accuracy
 RL1041;SPC MI N     -   160,900.    7,842,740.      MT  (+/- 180 meters Scaled)
 RL1041
 RL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS427197(NAD 83)
 RL1041
 RL1041                          SUPERSEDED SURVEY CONTROL
 RL1041
 RL1041  NGVD 29 (??/??/92)  528.408  (m)         1733.62   (f) ADJ UNCH    2 0
 RL1041
 RL1041.Superseded values are not recommended for survey control.
 RL1041
 RL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1041.See file dsdata.pdf to determine how the superseded data were derived.
 RL1041
 RL1041_MARKER: DB = BENCH MARK DISK
 RL1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1041_STAMPING: H 119 1948
 RL1041_MARK LOGO: CGS
 RL1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1041+STABILITY: SURFACE MOTION
 RL1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1041+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1041
 RL1041  HISTORY     - Date     Condition        Report By
 RL1041  HISTORY     - 1948     MONUMENTED       CGS
 RL1041  HISTORY     - 1988     GOOD             USPSQD
 RL1041  HISTORY     - 20000621 GOOD             MIDT
 RL1041  HISTORY     - 20050606 GOOD             USPSQD
 RL1041
 RL1041                          STATION DESCRIPTION
 RL1041
 RL1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1041'8 MI SE FROM WATERSMEET.
 RL1041'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1041'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, ABOUT 1.05
 RL1041'MILES NORTHWEST OF A CROSSROAD AND TOP OF A GRADE, 45 FEET
 RL1041'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET NORTHWEST
 RL1041'OF THE NORTHWEST END POST OF A GUARD RAIL, 17 FEET SOUTHWEST
 RL1041'OF A 26-INCH KNOTTY MAPLE TREE, NEAR THE NORTHWEST END OF A FILL,
 RL1041'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2.5 FEET BELOW
 RL1041'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1041'5 INCHES.
 RL1041
 RL1041                          STATION RECOVERY (1988)
 RL1041
 RL1041'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1041'RECOVERED IN GOOD CONDITION.
 RL1041
 RL1041                          STATION RECOVERY (2000)
 RL1041
 RL1041'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1041'7.8 MI SE OF WATERSMEET, 0.25 MI NW OF MILE MARKER NO.62.  FROM
 RL1041'JUNCTION OF US-45, FOLLOW US-2 SE 7.8 MI TO MARK ON LEFT.  70.5 FT NW
 RL1041'OF HWY REST AREA SIGN, 45.6 FT NW OF THE HWY C/L,  1.0 FT NE OF
 RL1041'WITNESS POST, 2.46 FT BELOW LEVEL WITH HWY 2 AND 0.3 FT ABOVE LEVEL
 RL1041'WITH GROUND.
 RL1041
 RL1041                          STATION RECOVERY (2005)
 RL1041
 RL1041'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QK0114 ***********************************************************************
 QK0114  DESIGNATION -  H 12
 QK0114  PID         -  QK0114
 QK0114  STATE/COUNTY-  MI/CHEBOYGAN
 QK0114  COUNTRY     -  US
 QK0114  USGS QUAD   -  INDIAN RIVER (2017)
 QK0114
 QK0114                         *CURRENT SURVEY CONTROL
 QK0114  ______________________________________________________________________
 QK0114* NAD 83(1986) POSITION- 45 24 48.     (N) 084 36 40.     (W)   SCALED
 QK0114* NAVD 88 ORTHO HEIGHT -   187.822 (meters)      616.21  (feet) ADJUSTED
 QK0114  ______________________________________________________________________
 QK0114  GEOID HEIGHT    -        -35.334 (meters)                     GEOID18
 QK0114  DYNAMIC HEIGHT  -        187.820 (meters)      616.21  (feet) COMP
 QK0114  MODELED GRAVITY -    980,603.9   (mgal)                       NAVD 88
 QK0114
 QK0114  VERT ORDER      -  FIRST     CLASS I
 QK0114
 QK0114.The horizontal coordinates were scaled from a map and have
 QK0114.an estimated accuracy of +/- 6 seconds.
 QK0114
 QK0114.The orthometric height was determined by differential leveling and
 QK0114.adjusted by the NATIONAL GEODETIC SURVEY
 QK0114.in June 1991.
 QK0114
 QK0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QK0114.GEOID18 height accuracy estimate available here.
 QK0114
 QK0114.Click photographs - Photos may exist for this station.
 QK0114
 QK0114.The dynamic height is computed by dividing the NAVD 88
 QK0114.geopotential number by the normal gravity value computed on the
 QK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0114.degrees latitude (g = 980.6199 gals.).
 QK0114
 QK0114.The modeled gravity was interpolated from observed gravity values.
 QK0114
 QK0114;                    North         East    Units  Estimated Accuracy
 QK0114;SPC MI C     -   233,010.    5,980,870.      MT  (+/- 180 meters Scaled)
 QK0114
 QK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR869316(NAD 83)
 QK0114
 QK0114                          SUPERSEDED SURVEY CONTROL
 QK0114
 QK0114  NGVD 29 (??/??/92)  187.840  (m)          616.27   (f) ADJ UNCH    1 1
 QK0114
 QK0114.Superseded values are not recommended for survey control.
 QK0114
 QK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0114.See file dsdata.pdf to determine how the superseded data were derived.
 QK0114
 QK0114_MARKER: Q = CHISELED SQUARE
 QK0114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0114_SP_SET: ABUTMENT
 QK0114_MARK LOGO: CGS
 QK0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0114+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QK0114
 QK0114  HISTORY     - Date     Condition        Report By
 QK0114  HISTORY     - 1916     MONUMENTED       CGS
 QK0114  HISTORY     - 1973     GOOD             USLS
 QK0114  HISTORY     - 20070619 GOOD             MIDT
 QK0114  HISTORY     - 20160609 MARK NOT FOUND   MIDT
 QK0114
 QK0114                          STATION DESCRIPTION
 QK0114
 QK0114'DESCRIBED BY US LAKE SURVEY 1973
 QK0114'AT INDIAN RIVER.
 QK0114'H 12 IS AT INDIAN RIVER, CHEBOYGAN COUNTY, MICHIGAN, EAST OF HWY.
 QK0114'M-27 BRIDGE OVER THE INDIAN RIVER AND ON NORTH ABUTMENT OF THE
 QK0114'PENN CENTRAL RAILROAD BRIDGE OVER THE INDIAN RIVER, 6.0 FEET
 QK0114'WEST OF THE WEST RAIL, 1.8 FEET SOUTH OF NORTH FACE AND 0.2
 QK0114'FEET NORTH OF SOUTH FACE OF ABUTMENT, BEING HIGHEST POINT IN
 QK0114'A 1-INCH SQUARE CHISELED IN TOP OF THE CONCRETE ABUTMENT.
 QK0114
 QK0114                          STATION RECOVERY (2007)
 QK0114
 QK0114'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2007 (AS)
 QK0114'RECOVERED AS DESCRIBED.
 QK0114
 QK0114                          STATION RECOVERY (2016)
 QK0114
 QK0114'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2016 (GH)
 QK0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0224 ***********************************************************************
 QJ0224  DESIGNATION -  H 12 MI 77
 QJ0224  PID         -  QJ0224
 QJ0224  STATE/COUNTY-  MI/ALPENA
 QJ0224  COUNTRY     -  US
 QJ0224  USGS QUAD   -  MIDDLE ISLAND (2017)
 QJ0224
 QJ0224                         *CURRENT SURVEY CONTROL
 QJ0224  ______________________________________________________________________
 QJ0224* NAD 83(1994) POSITION- 45 08 31.26841(N) 083 18 58.37333(W)   ADJUSTED
 QJ0224* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) VERTCON3
 QJ0224  ______________________________________________________________________
 QJ0224  GEOID HEIGHT    -        -36.765 (meters)                     GEOID18
 QJ0224  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 QJ0224  HORZ ORDER      -  THIRD
 QJ0224
 QJ0224.The horizontal coordinates were established by classical geodetic methods
 QJ0224.and adjusted by the National Geodetic Survey in February 1997.
 QJ0224
 QJ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0224
 QJ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0224.GEOID18 height accuracy estimate available here.
 QJ0224
 QJ0224.Click photographs - Photos may exist for this station.
 QJ0224
 QJ0224.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0224
 QJ0224. The following values were computed from the NAD 83(1994) position.
 QJ0224
 QJ0224;                    North         East     Units Scale Factor Converg.
 QJ0224;SPC MI C     -   203,368.502 6,082,610.914   MT  0.99991870   +0 44 31.4
 QJ0224;SPC MI C     -   667,219.49 19,956,072.55   iFT  0.99991870   +0 44 31.4
 QJ0224;UTM  17      - 5,001,336.968   317,898.557   MT  1.00000776   -1 38 32.3
 QJ0224
 QJ0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0224!SPC MI C     -   0.99997799  x   0.99991870  =   0.99989669
 QJ0224!UTM  17      -   0.99997799  x   1.00000776  =   0.99998575
 QJ0224
 QJ0224:                Primary Azimuth Mark                     Grid Az
 QJ0224:SPC MI C     -  MIDDLE ISLAND LIGHTHOUSE                 355 28 44.4
 QJ0224:UTM  17      -  MIDDLE ISLAND LIGHTHOUSE                 357 51 48.1
 QJ0224
 QJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1789801336(NAD 83)
 QJ0224
 QJ0224|---------------------------------------------------------------------|
 QJ0224| PID    Reference Object                     Distance      Geod. Az  |
 QJ0224|                                                           dddmmss.s |
 QJ0224| QJ0228 MISERY                              APPROX. 6.0 KM 1661750.3 |
 QJ0224| QJ0223 H 12 PTA                              7.824 METERS 17615     |
 QJ0224| QJ0221 MIDDLE ISLAND LIGHTHOUSE            APPROX. 5.7 KM 3561315.8 |
 QJ0224|---------------------------------------------------------------------|
 QJ0224
 QJ0224                          SUPERSEDED SURVEY CONTROL
 QJ0224
 QJ0224  NAD 83(1986)-  45 08 31.26505(N)    083 18 58.37310(W) AD(       ) 3
 QJ0224  NAD 27      -  45 08 31.20844(N)    083 18 58.48861(W) AD(       ) 3
 QJ0224  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 QJ0224
 QJ0224.Superseded values are not recommended for survey control.
 QJ0224
 QJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0224.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0224
 QJ0224_MARKER: DD = SURVEY DISK
 QJ0224_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0224_STAMPING: H 12 MI 77
 QJ0224_MARK LOGO: NOS
 QJ0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0224+STABILITY: POSITION/ELEVATION WELL
 QJ0224
 QJ0224  HISTORY     - Date     Condition        Report By
 QJ0224  HISTORY     - 1979     MONUMENTED       NOS
 QJ0224
 QJ0224                          STATION DESCRIPTION
 QJ0224
 QJ0224'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0224'STATION IS LOCATED ON SOUTH NINE MILE POINT ON THE WEST
 QJ0224'SHORELINE OF LAKE HURON.
 QJ0224'
 QJ0224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 QJ0224'AND BLOOM ROAD WHICH IS APPROXIMATELY 5 MILES NORTH OF
 QJ0224'ALPENA, GO EAST ON BLOOM ROAD FOR 5.1 MILES TO A T INTER-
 QJ0224'SECTION. TURN LEFT AND GO NORTH ON NORTH POINT ROAD FOR
 QJ0224'0.1 MILE. TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.5 MILES
 QJ0224'TO A SHARP CURVE AND PARK. PACK EAST FOR ABOUT 300 FEET TO
 QJ0224'SHORELINE. THEN FOLLOW THE SHORELINE SOUTHERLY FOR ABOUT
 QJ0224'400 FEET AND THE AREA OF THE STATION.
 QJ0224'
 QJ0224'THE STATION IS A NOS DISK STAMPED---H 12 MI 77---,CEMENTED
 QJ0224'IN A DRILL HOLE IN A ROCK LEDGE. IT IS 63.85 FEET NORTH OF
 QJ0224'A U S L S DISK STAMPED NINE SOUTH NO 1 1910 1947S WHICH
 QJ0224'IS CEMENTED IN BEDROCK,105 FEET SOUTH OF A 4 INCH IRON PIPE
 QJ0224'THAT PROJECTS 6 INCHES , 26.8 FEET EAST OF A P.K.NAIL/WASHER
 QJ0224'IN A TREE, 21.1 FEET SOUTHEAST OF A P.K.NAIL/WASHER IN A
 QJ0224'TREE, AND 11.5 FEET NORTHEAST OF A THIRD P.K.NAIL/WASHER
 QJ0224'IN A THIRD TREE.
 QJ0224'
 QJ0224'HEIGHT OF LIGHT ABOVE STATION WAS 1.72 METERS.
 QJ0224'
 QJ0224'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 CU8649 ***********************************************************************
 CU8649  DESIGNATION -  H 12 MI 79
 CU8649  PID         -  CU8649
 CU8649  STATE/COUNTY-  MI/IOSCO
 CU8649  COUNTRY     -  US
 CU8649  USGS QUAD   -  EAST TAWAS (2017)
 CU8649
 CU8649                         *CURRENT SURVEY CONTROL
 CU8649  ______________________________________________________________________
 CU8649* NAD 83(1986) POSITION- 44 15 16.     (N) 083 26 58.     (W)   SCALED
 CU8649* NAVD 88 ORTHO HEIGHT -   176.8   (meters)      580.    (feet) VERTCON3
 CU8649  ______________________________________________________________________
 CU8649  GEOID HEIGHT    -        -35.243 (meters)                     GEOID18
 CU8649
 CU8649.The horizontal coordinates were scaled from a map and have
 CU8649.an estimated accuracy of +/- 6 seconds.
 CU8649
 CU8649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU8649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU8649
 CU8649.Significant digits in the geoid height do not necessarily reflect accuracy.
 CU8649.GEOID18 height accuracy estimate available here.
 CU8649
 CU8649.Click photographs - Photos may exist for this station.
 CU8649
 CU8649;                    North         East    Units  Estimated Accuracy
 CU8649;SPC MI C     -   104,620.    6,073,250.      MT  (+/- 180 meters Scaled)
 CU8649
 CU8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK044030(NAD 83)
 CU8649
 CU8649                          SUPERSEDED SURVEY CONTROL
 CU8649
 CU8649  NAD 27      -  44 15 15.83606(N)    083 26 58.48970(W) AD(       ) 3
 CU8649  NGVD 29 (07/19/86)  177.0    (m)          581.     (f) VERT ANG       
 CU8649
 CU8649.Superseded values are not recommended for survey control.
 CU8649
 CU8649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU8649.See file dsdata.pdf to determine how the superseded data were derived.
 CU8649
 CU8649_MARKER: DD = SURVEY DISK
 CU8649_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CU8649_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU8649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU8649
 CU8649  HISTORY     - Date     Condition        Report By
 CU8649  HISTORY     - 1979     MONUMENTED       NOS
 CU8649
 CU8649                          STATION DESCRIPTION
 CU8649
 CU8649'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 CU8649'THE STATION IS LOCATED AT THE U.S. COAST GUARD LIGHTHOUSE
 CU8649'ON TAWAS POINT ABOUT 4 MILES SOUTHEAST OF EAST TAWAS.
 CU8649'
 CU8649'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 12 MI 79 1979---,
 CU8649'SECURED TO THE TOP OF A 1X30 INCH ALUMINUM ROD THAT IS CEMENTED
 CU8649'IN THE GROUND FLUSH.  IT IS 246 FEET NORTH OF THE CENTER OF THE
 CU8649'LIGHTHOUSE, 114.4 FEET NORTH OF THE NORTHEAST CORNER OF A
 CU8649'WOODEN SHED, 104.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CU8649'10X10 FOOT BRICK BUILDING, 83.0 FEET SOUTH OF A PK NAIL AND
 CU8649'WASHER IN A TREE NEAR THE WATERS EDGE AND 82.7 FEET NORTHWEST
 CU8649'OF A PK NAIL AND WASHER IN  TREE.
 CU8649'
 CU8649'DESCRIBED BY J.D.S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0390 ***********************************************************************
 RL0390  DESIGNATION -  H 120
 RL0390  PID         -  RL0390
 RL0390  STATE/COUNTY-  MI/IRON
 RL0390  COUNTRY     -  US
 RL0390  USGS QUAD   -  GOLDEN LAKE (2017)
 RL0390
 RL0390                         *CURRENT SURVEY CONTROL
 RL0390  ______________________________________________________________________
 RL0390* NAD 83(1986) POSITION- 46 13 53.5    (N) 088 58 10.4    (W)   HD_HELD2
 RL0390* NAVD 88 ORTHO HEIGHT -   512.592 (meters)     1681.73  (feet) ADJUSTED
 RL0390  ______________________________________________________________________
 RL0390  GEOID HEIGHT    -        -31.574 (meters)                     GEOID18
 RL0390  DYNAMIC HEIGHT  -        512.600 (meters)     1681.76  (feet) COMP
 RL0390  MODELED GRAVITY -    980,613.6   (mgal)                       NAVD 88
 RL0390
 RL0390  VERT ORDER      -  SECOND    CLASS 0
 RL0390
 RL0390.The horizontal coordinates were established by autonomous hand held GPS
 RL0390.observations and have an estimated accuracy of +/- 10 meters.
 RL0390
 RL0390.The orthometric height was determined by differential leveling and
 RL0390.adjusted by the NATIONAL GEODETIC SURVEY
 RL0390.in June 1991.
 RL0390
 RL0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0390.GEOID18 height accuracy estimate available here.
 RL0390
 RL0390.Click photographs - Photos may exist for this station.
 RL0390
 RL0390.The dynamic height is computed by dividing the NAVD 88
 RL0390.geopotential number by the normal gravity value computed on the
 RL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0390.degrees latitude (g = 980.6199 gals.).
 RL0390
 RL0390.The modeled gravity was interpolated from observed gravity values.
 RL0390
 RL0390;                    North         East    Units  Estimated Accuracy
 RL0390;SPC MI N     -   162,845.    7,848,100.      MT  (+/- 10 meters HH2 GPS)
 RL0390
 RL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4813121657(NAD 83)
 RL0390
 RL0390                          SUPERSEDED SURVEY CONTROL
 RL0390
 RL0390  NGVD 29 (??/??/92)  512.609  (m)         1681.78   (f) ADJ UNCH    2 0
 RL0390
 RL0390.Superseded values are not recommended for survey control.
 RL0390
 RL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0390.See file dsdata.pdf to determine how the superseded data were derived.
 RL0390
 RL0390_MARKER: DB = BENCH MARK DISK
 RL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0390_STAMPING: H 120 1948
 RL0390_MARK LOGO: CGS
 RL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0390+STABILITY: SURFACE MOTION
 RL0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0390+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 RL0390
 RL0390  HISTORY     - Date     Condition        Report By
 RL0390  HISTORY     - 1948     MONUMENTED       CGS
 RL0390  HISTORY     - 20050419 GOOD             GEOCAC
 RL0390
 RL0390                          STATION DESCRIPTION
 RL0390
 RL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0390'12.8 MI E FROM WATERSMEET.
 RL0390'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RL0390'U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 3.85 MILES NORTHEAST
 RL0390'ALONG A ROAD TO TAMARACK LAKE, ABOUT 0.8 MILE SOUTHEAST OF THE
 RL0390'JUNCTION OF A GRAVEL ROAD (OLD U.S. HIGHWAY 2), 65 FEET NORTHEAST
 RL0390'OF THE CENTER OF THE JUNCTION OF A TRAIL WEST, 35 FEET NORTHEAST
 RL0390'OF THE TOP OF A GRADE, 19 FEET EAST OF THE CENTER LINE OF THE
 RL0390'ROAD 6.5 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH
 RL0390'MAPLE TREE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0390'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0390'POST PROJECTING 5 INCHES.
 RL0390
 RL0390                          STATION RECOVERY (2005)
 RL0390
 RL0390'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0342 ***********************************************************************
 RL0342  DESIGNATION -  H 122
 RL0342  PID         -  RL0342
 RL0342  STATE/COUNTY-  MI/ONTONAGON
 RL0342  COUNTRY     -  US
 RL0342  USGS QUAD   -  KENTON (2017)
 RL0342
 RL0342                         *CURRENT SURVEY CONTROL
 RL0342  ______________________________________________________________________
 RL0342* NAD 83(1986) POSITION- 46 23 48.     (N) 088 59 30.     (W)   SCALED
 RL0342* NAVD 88 ORTHO HEIGHT -   482.594 (meters)     1583.31  (feet) ADJUSTED
 RL0342  ______________________________________________________________________
 RL0342  GEOID HEIGHT    -        -31.843 (meters)                     GEOID18
 RL0342  DYNAMIC HEIGHT  -        482.602 (meters)     1583.34  (feet) COMP
 RL0342  MODELED GRAVITY -    980,615.7   (mgal)                       NAVD 88
 RL0342
 RL0342  VERT ORDER      -  SECOND    CLASS 0
 RL0342
 RL0342.The horizontal coordinates were scaled from a map and have
 RL0342.an estimated accuracy of +/- 6 seconds.
 RL0342
 RL0342.The orthometric height was determined by differential leveling and
 RL0342.adjusted by the NATIONAL GEODETIC SURVEY
 RL0342.in June 1991.
 RL0342
 RL0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0342.GEOID18 height accuracy estimate available here.
 RL0342
 RL0342.Click photographs - Photos may exist for this station.
 RL0342
 RL0342.The dynamic height is computed by dividing the NAVD 88
 RL0342.geopotential number by the normal gravity value computed on the
 RL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0342.degrees latitude (g = 980.6199 gals.).
 RL0342
 RL0342.The modeled gravity was interpolated from observed gravity values.
 RL0342
 RL0342;                    North         East    Units  Estimated Accuracy
 RL0342;SPC MI N     -   181,240.    7,846,860.      MT  (+/- 180 meters Scaled)
 RL0342
 RL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS468400(NAD 83)
 RL0342
 RL0342                          SUPERSEDED SURVEY CONTROL
 RL0342
 RL0342  NGVD 29 (??/??/92)  482.606  (m)         1583.35   (f) ADJ UNCH    2 0
 RL0342
 RL0342.Superseded values are not recommended for survey control.
 RL0342
 RL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0342.See file dsdata.pdf to determine how the superseded data were derived.
 RL0342
 RL0342_MARKER: DB = BENCH MARK DISK
 RL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0342_STAMPING: H 122 1948
 RL0342_MARK LOGO: CGS
 RL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0342+STABILITY: SURFACE MOTION
 RL0342
 RL0342  HISTORY     - Date     Condition        Report By
 RL0342  HISTORY     - 1948     MONUMENTED       CGS
 RL0342  HISTORY     - 1975     POOR             USFS
 RL0342
 RL0342                          STATION DESCRIPTION
 RL0342
 RL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0342'5 MI SE FROM CALDERWOOD.
 RL0342'5.0 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0342'ROAD JUNCTION AT CALDERWOOD, NEAR THE WEST CORNER OF A TRIANGLE
 RL0342'FORKED BY THE JUNCTION OF A ROAD NORTH TO TROUT CREEK, 28 FEET
 RL0342'NORTHEAST OF THE SOUTHWEST SIDE OF TRIANGLE (CENTER LINE OF ROAD),
 RL0342'57 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEG OF
 RL0342'TROUT CREEK ROAD, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0342'NORTHWEST LEG OF TROUT CREEK ROAD, 2 FEET NORTHEAST OF A WHITE
 RL0342'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0342'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0342
 RL0342                          STATION RECOVERY (1975)
 RL0342
 RL0342'RECOVERY NOTE BY US FOREST SERVICE 1975
 RL0342'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0352 ***********************************************************************
 RL0352  DESIGNATION -  H 123
 RL0352  PID         -  RL0352
 RL0352  STATE/COUNTY-  MI/IRON
 RL0352  COUNTRY     -  US
 RL0352  USGS QUAD   -  KENTON (2017)
 RL0352
 RL0352                         *CURRENT SURVEY CONTROL
 RL0352  ______________________________________________________________________
 RL0352* NAD 83(1986) POSITION- 46 24 19.0    (N) 088 54 22.7    (W)   HD_HELD2
 RL0352* NAVD 88 ORTHO HEIGHT -   479.303 (meters)     1572.51  (feet) ADJUSTED
 RL0352  ______________________________________________________________________
 RL0352  GEOID HEIGHT    -        -31.981 (meters)                     GEOID18
 RL0352  DYNAMIC HEIGHT  -        479.314 (meters)     1572.55  (feet) COMP
 RL0352  MODELED GRAVITY -    980,621.5   (mgal)                       NAVD 88
 RL0352
 RL0352  VERT ORDER      -  SECOND    CLASS 0
 RL0352
 RL0352.The horizontal coordinates were established by autonomous hand held GPS
 RL0352.observations and have an estimated accuracy of +/- 10 meters.
 RL0352
 RL0352.The orthometric height was determined by differential leveling and
 RL0352.adjusted by the NATIONAL GEODETIC SURVEY
 RL0352.in June 1991.
 RL0352
 RL0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0352.GEOID18 height accuracy estimate available here.
 RL0352
 RL0352.Click photographs - Photos may exist for this station.
 RL0352
 RL0352.The dynamic height is computed by dividing the NAVD 88
 RL0352.geopotential number by the normal gravity value computed on the
 RL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0352.degrees latitude (g = 980.6199 gals.).
 RL0352
 RL0352.The modeled gravity was interpolated from observed gravity values.
 RL0352
 RL0352;                    North         East    Units  Estimated Accuracy
 RL0352;SPC MI N     -   182,032.    7,853,441.      MT  (+/- 10 meters HH2 GPS)
 RL0352
 RL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5347340843(NAD 83)
 RL0352
 RL0352                          SUPERSEDED SURVEY CONTROL
 RL0352
 RL0352  NGVD 29 (??/??/92)  479.316  (m)         1572.56   (f) ADJ UNCH    2 0
 RL0352
 RL0352.Superseded values are not recommended for survey control.
 RL0352
 RL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0352.See file dsdata.pdf to determine how the superseded data were derived.
 RL0352
 RL0352_MARKER: DB = BENCH MARK DISK
 RL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0352_STAMPING: H 123 1948
 RL0352_MARK LOGO: CGS
 RL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0352+STABILITY: SURFACE MOTION
 RL0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0352+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0352
 RL0352  HISTORY     - Date     Condition        Report By
 RL0352  HISTORY     - 1948     MONUMENTED       CGS
 RL0352  HISTORY     - 19970625 GOOD             USPSQD
 RL0352  HISTORY     - 20020613 GOOD             USPSQD
 RL0352  HISTORY     - 20040526 GOOD             GEOCAC
 RL0352
 RL0352                          STATION DESCRIPTION
 RL0352
 RL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0352'6.6 MI SW FROM KENTON.
 RL0352'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE
 RL0352'POST OFFICE AT KENTON, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG
 RL0352'A GRAVEL ROAD, 0.45 MILE NORTHEAST OF A WOODEN BRIDGE OVER A
 RL0352'CREEK, 45 YARDS WEST OF THE TOP OF A GRADE AND AT THE WEST END
 RL0352'OF A SANDY CUT, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RL0352'6 FEET NORTH OF THE NORTH ROW OF PLANTED JACK PINES, 2 FEET
 RL0352'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0352'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0352
 RL0352                          STATION RECOVERY (1997)
 RL0352
 RL0352'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0352'RECOVERED IN GOOD CONDITION.
 RL0352
 RL0352                          STATION RECOVERY (2002)
 RL0352
 RL0352'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0352'RECOVERED IN GOOD CONDITION.
 RL0352
 RL0352                          STATION RECOVERY (2004)
 RL0352
 RL0352'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0352'1 FT NORTH OF AN EXISTING METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0417 ***********************************************************************
 RL0417  DESIGNATION -  H 124
 RL0417  PID         -  RL0417
 RL0417  STATE/COUNTY-  MI/IRON
 RL0417  COUNTRY     -  US
 RL0417  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL0417
 RL0417                         *CURRENT SURVEY CONTROL
 RL0417  ______________________________________________________________________
 RL0417* NAD 83(1986) POSITION- 46 06 21.     (N) 088 51 49.     (W)   SCALED
 RL0417* NAVD 88 ORTHO HEIGHT -   502.407 (meters)     1648.31  (feet) ADJUSTED
 RL0417  ______________________________________________________________________
 RL0417  GEOID HEIGHT    -        -31.736 (meters)                     GEOID18
 RL0417  DYNAMIC HEIGHT  -        502.412 (meters)     1648.33  (feet) COMP
 RL0417  MODELED GRAVITY -    980,608.4   (mgal)                       NAVD 88
 RL0417
 RL0417  VERT ORDER      -  SECOND    CLASS 0
 RL0417
 RL0417.The horizontal coordinates were scaled from a map and have
 RL0417.an estimated accuracy of +/- 6 seconds.
 RL0417
 RL0417.The orthometric height was determined by differential leveling and
 RL0417.adjusted by the NATIONAL GEODETIC SURVEY
 RL0417.in June 1991.
 RL0417
 RL0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0417.GEOID18 height accuracy estimate available here.
 RL0417
 RL0417.Click photographs - Photos may exist for this station.
 RL0417
 RL0417.The dynamic height is computed by dividing the NAVD 88
 RL0417.geopotential number by the normal gravity value computed on the
 RL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0417.degrees latitude (g = 980.6199 gals.).
 RL0417
 RL0417.The modeled gravity was interpolated from observed gravity values.
 RL0417
 RL0417;                    North         East    Units  Estimated Accuracy
 RL0417;SPC MI N     -   148,680.    7,855,940.      MT  (+/- 180 meters Scaled)
 RL0417
 RL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS559074(NAD 83)
 RL0417
 RL0417                          SUPERSEDED SURVEY CONTROL
 RL0417
 RL0417  NGVD 29 (??/??/92)  502.418  (m)         1648.35   (f) ADJ UNCH    2 0
 RL0417
 RL0417.Superseded values are not recommended for survey control.
 RL0417
 RL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0417.See file dsdata.pdf to determine how the superseded data were derived.
 RL0417
 RL0417_MARKER: DB = BENCH MARK DISK
 RL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0417_STAMPING: H 124 1948
 RL0417_MARK LOGO: CGS
 RL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0417+STABILITY: SURFACE MOTION
 RL0417
 RL0417  HISTORY     - Date     Condition        Report By
 RL0417  HISTORY     - 1948     MONUMENTED       CGS
 RL0417  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0417  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0417  HISTORY     - 20050428 MARK NOT FOUND   GEOCAC
 RL0417
 RL0417                          STATION DESCRIPTION
 RL0417
 RL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0417'7.4 MI SW FROM BEECHWOOD.
 RL0417'7.35 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING OF
 RL0417'THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT 0.2
 RL0417'MILE NORTHEAST OF PENDELTON CREEK, ABOUT 50 YARDS SOUTHWEST OF
 RL0417'A CURVE SOUTHWEST AND EAST, AT THE SOUTHWEST END OF A 14-FOOT
 RL0417'CUT AND AT THE JUNCTION OF A TRAIL NORTHWEST, 44 FEET NORTHWEST
 RL0417'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE CENTER
 RL0417'LINE OF THE TRAIL NORTHWEST, 2.5 FEET NORTHWEST OF A WHITE
 RL0417'WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 RL0417'OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0417
 RL0417                          STATION RECOVERY (1978)
 RL0417
 RL0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0417'MARK NOT FOUND.
 RL0417
 RL0417                          STATION RECOVERY (2002)
 RL0417
 RL0417'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0417'MARK NOT FOUND.
 RL0417
 RL0417                          STATION RECOVERY (2005)
 RL0417
 RL0417'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0417'THE AREA HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0254 ***********************************************************************
 RL0254  DESIGNATION -  H 125
 RL0254  PID         -  RL0254
 RL0254  STATE/COUNTY-  MI/IRON
 RL0254  COUNTRY     -  US
 RL0254  USGS QUAD   -  AMASA (2017)
 RL0254
 RL0254                         *CURRENT SURVEY CONTROL
 RL0254  ______________________________________________________________________
 RL0254* NAD 83(1986) POSITION- 46 12 02.     (N) 088 29 24.     (W)   SCALED
 RL0254* NAVD 88 ORTHO HEIGHT -   447.288 (meters)     1467.48  (feet) ADJUSTED
 RL0254  ______________________________________________________________________
 RL0254  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 RL0254  DYNAMIC HEIGHT  -        447.298 (meters)     1467.51  (feet) COMP
 RL0254  MODELED GRAVITY -    980,623.7   (mgal)                       NAVD 88
 RL0254
 RL0254  VERT ORDER      -  SECOND    CLASS 0
 RL0254
 RL0254.The horizontal coordinates were scaled from a map and have
 RL0254.an estimated accuracy of +/- 6 seconds.
 RL0254
 RL0254.The orthometric height was determined by differential leveling and
 RL0254.adjusted by the NATIONAL GEODETIC SURVEY
 RL0254.in June 1991.
 RL0254
 RL0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0254.GEOID18 height accuracy estimate available here.
 RL0254
 RL0254.Click photographs - Photos may exist for this station.
 RL0254
 RL0254.The dynamic height is computed by dividing the NAVD 88
 RL0254.geopotential number by the normal gravity value computed on the
 RL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0254.degrees latitude (g = 980.6199 gals.).
 RL0254
 RL0254.The modeled gravity was interpolated from observed gravity values.
 RL0254
 RL0254;                    North         East    Units  Estimated Accuracy
 RL0254;SPC MI N     -   158,600.    7,885,020.      MT  (+/- 180 meters Scaled)
 RL0254
 RL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS850174(NAD 83)
 RL0254
 RL0254                          SUPERSEDED SURVEY CONTROL
 RL0254
 RL0254  NGVD 29 (??/??/92)  447.276  (m)         1467.44   (f) ADJ UNCH    2 0
 RL0254
 RL0254.Superseded values are not recommended for survey control.
 RL0254
 RL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0254.See file dsdata.pdf to determine how the superseded data were derived.
 RL0254
 RL0254_MARKER: DB = BENCH MARK DISK
 RL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0254_STAMPING: H 125 1948
 RL0254_MARK LOGO: CGS
 RL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0254+STABILITY: SURFACE MOTION
 RL0254
 RL0254  HISTORY     - Date     Condition        Report By
 RL0254  HISTORY     - 1948     MONUMENTED       CGS
 RL0254
 RL0254                          STATION DESCRIPTION
 RL0254
 RL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0254'3.3 MI SW FROM AMASA.
 RL0254'3.3 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0254'OF U.S. HIGHWAY 141 AT AMASA, ABOUT 0.95 MILE SOUTHWEST OF THE
 RL0254'JUNCTION OF A GRAVEL ROAD WEST, AT THE TOP OF A GRADE, ABOUT
 RL0254'0.15 MILE EAST OF A CURVE EAST AND SOUTHWEST, 32 FEET NORTH
 RL0254'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WHITE
 RL0254'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 RL0254'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0369 ***********************************************************************
 RL0369  DESIGNATION -  H 126
 RL0369  PID         -  RL0369
 RL0369  STATE/COUNTY-  MI/IRON
 RL0369  COUNTRY     -  US
 RL0369  USGS QUAD   -  PERCH LAKE (2017)
 RL0369
 RL0369                         *CURRENT SURVEY CONTROL
 RL0369  ______________________________________________________________________
 RL0369* NAD 83(1986) POSITION- 46 19 05.80   (N) 088 41 12.32   (W)   HD_HELD1
 RL0369* NAVD 88 ORTHO HEIGHT -   471.753 (meters)     1547.74  (feet) ADJUSTED
 RL0369  ______________________________________________________________________
 RL0369  GEOID HEIGHT    -        -32.069 (meters)                     GEOID18
 RL0369  DYNAMIC HEIGHT  -        471.765 (meters)     1547.78  (feet) COMP
 RL0369  MODELED GRAVITY -    980,626.0   (mgal)                       NAVD 88
 RL0369
 RL0369  VERT ORDER      -  SECOND    CLASS 0
 RL0369
 RL0369.The horizontal coordinates were determined by differentially corrected
 RL0369.hand held GPS observations or other comparable positioning techniques
 RL0369.and have an estimated accuracy of +/- 3 meters.
 RL0369
 RL0369.The orthometric height was determined by differential leveling and
 RL0369.adjusted by the NATIONAL GEODETIC SURVEY
 RL0369.in June 1991.
 RL0369
 RL0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0369.GEOID18 height accuracy estimate available here.
 RL0369
 RL0369.Click photographs - Photos may exist for this station.
 RL0369
 RL0369.The dynamic height is computed by dividing the NAVD 88
 RL0369.geopotential number by the normal gravity value computed on the
 RL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0369.degrees latitude (g = 980.6199 gals.).
 RL0369
 RL0369.The modeled gravity was interpolated from observed gravity values.
 RL0369
 RL0369;                    North         East    Units  Estimated Accuracy
 RL0369;SPC MI N     -   171,981.9   7,870,112.0     MT  (+/- 3 meters HH1 GPS) 
 RL0369
 RL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7014230793(NAD 83)
 RL0369
 RL0369                          SUPERSEDED SURVEY CONTROL
 RL0369
 RL0369  NGVD 29 (??/??/92)  471.755  (m)         1547.75   (f) ADJ UNCH    2 0
 RL0369
 RL0369.Superseded values are not recommended for survey control.
 RL0369
 RL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0369.See file dsdata.pdf to determine how the superseded data were derived.
 RL0369
 RL0369_MARKER: DB = BENCH MARK DISK
 RL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0369_STAMPING: H 126 1948
 RL0369_MARK LOGO: CGS
 RL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0369+STABILITY: SURFACE MOTION
 RL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0369+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 RL0369
 RL0369  HISTORY     - Date     Condition        Report By
 RL0369  HISTORY     - 1948     MONUMENTED       CGS
 RL0369  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0369  HISTORY     - 20040812 GOOD             GEOCAC
 RL0369
 RL0369                          STATION DESCRIPTION
 RL0369
 RL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0369'8.4 MI N FROM GIBBS CITY.
 RL0369'8.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0369'JUNCTION OF COUNTY HIGHWAY 657 AT GIBBS CITY, AT THE OUTSIDE
 RL0369'OF A CURVE WITH TANGENTS NORTH AND SOUTHEAST, 43 FEET SOUTHWEST
 RL0369'OF THE CENTER LINE OF THE ROAD, 217 FEET SOUTH OF THE WEST END
 RL0369'OF A 24-INCH PIPE CULVERT AT THE BOTTOM OF GRADES, 20 FEET
 RL0369'NORTHEAST OF A 16-INCH BALSAM TREE, 30 FEET SOUTHEAST OF A
 RL0369'4 BY 3 BY 1 1/2-FOOT BOULDER, 19 FEET WEST OF A TRIANGULAR
 RL0369'BLAZED 10-INCH ASPEN TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 RL0369'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0369'CONCRETE POST PROJECTING 4 INCHES.
 RL0369
 RL0369                          STATION RECOVERY (1997)
 RL0369
 RL0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0369'MARK NOT FOUND.
 RL0369
 RL0369                          STATION RECOVERY (2004)
 RL0369
 RL0369'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0369'ABOUT 8.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0369'JUNCTION OF COUNTY RD 657 AT GIBBS CITY, AT THE OUTSIDE OF A CURVE
 RL0369'WITH TANGENTS NORTH AND SOUTHEAST.
 RL0369'
 RL0369'IT 43 FEET SW OF THE CENTER LINE OF THE ROAD, 30 FT SE OF THE SE FACE
 RL0369'OF 4 X 3 X 1.5 FT HIGH BOULDER WEDGED BETWEEN TO MAPLE TREES, 10 FT
 RL0369'SOUTH OF A 1.5 X 2 X 1 FT HIGH BOULDER WITH A PAINTED 'X' ON TOP, 8 FT
 RL0369'WEST OF A PROMINENT 30-INCH ASPEN TREE, 2.5 FT NORTH OF A MWP.
 RL0369'
 RL0369'NOTE-AREA IS INUNDATED WITH SMALL SURFACE ROCKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0257 ***********************************************************************
 RL0257  DESIGNATION -  H 127
 RL0257  PID         -  RL0257
 RL0257  STATE/COUNTY-  MI/IRON
 RL0257  COUNTRY     -  US
 RL0257  USGS QUAD   -  DRUMMOND LAKE (2017)
 RL0257
 RL0257                         *CURRENT SURVEY CONTROL
 RL0257  ______________________________________________________________________
 RL0257* NAD 83(1986) POSITION- 46 23 17.     (N) 088 29 42.     (W)   SCALED
 RL0257* NAVD 88 ORTHO HEIGHT -   458.680 (meters)     1504.85  (feet) ADJUSTED
 RL0257  ______________________________________________________________________
 RL0257  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 RL0257  DYNAMIC HEIGHT  -        458.701 (meters)     1504.92  (feet) COMP
 RL0257  MODELED GRAVITY -    980,646.0   (mgal)                       NAVD 88
 RL0257
 RL0257  VERT ORDER      -  SECOND    CLASS 0
 RL0257
 RL0257.The horizontal coordinates were scaled from a map and have
 RL0257.an estimated accuracy of +/- 6 seconds.
 RL0257
 RL0257.The orthometric height was determined by differential leveling and
 RL0257.adjusted by the NATIONAL GEODETIC SURVEY
 RL0257.in June 1991.
 RL0257
 RL0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0257.GEOID18 height accuracy estimate available here.
 RL0257
 RL0257.Click photographs - Photos may exist for this station.
 RL0257
 RL0257.The dynamic height is computed by dividing the NAVD 88
 RL0257.geopotential number by the normal gravity value computed on the
 RL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0257.degrees latitude (g = 980.6199 gals.).
 RL0257
 RL0257.The modeled gravity was interpolated from observed gravity values.
 RL0257
 RL0257;                    North         East    Units  Estimated Accuracy
 RL0257;SPC MI N     -   179,440.    7,885,020.      MT  (+/- 180 meters Scaled)
 RL0257
 RL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS850382(NAD 83)
 RL0257
 RL0257                          SUPERSEDED SURVEY CONTROL
 RL0257
 RL0257  NGVD 29 (??/??/92)  458.670  (m)         1504.82   (f) ADJ UNCH    2 0
 RL0257
 RL0257.Superseded values are not recommended for survey control.
 RL0257
 RL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0257.See file dsdata.pdf to determine how the superseded data were derived.
 RL0257
 RL0257_MARKER: DB = BENCH MARK DISK
 RL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0257_STAMPING: H 127 1948
 RL0257_MARK LOGO: CGS
 RL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0257+STABILITY: SURFACE MOTION
 RL0257
 RL0257  HISTORY     - Date     Condition        Report By
 RL0257  HISTORY     - 1948     MONUMENTED       CGS
 RL0257  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0257
 RL0257                          STATION DESCRIPTION
 RL0257
 RL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0257'1.9 MI NE FROM PARK SIDING.
 RL0257'1.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0257'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY STATION AT PARK SIDING,
 RL0257'ABOUT 0.5 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 141, ABOUT
 RL0257'0.4 MILE EAST OF A BRIDGE OVER WEST NETT RIVER, 32 FEET NORTH
 RL0257'OF THE CENTER LINE OF THE ROAD, 68 FEET WEST-NORTHWEST OF A
 RL0257'SMALL SAND PIT ON SOUTH SIDE OF ROAD, 7 FEET SOUTHWEST OF A
 RL0257'TRIANGULAR BLAZED 10-INCH SPRUCE TREE, 0.5 FOOT BELOW THE ROAD
 RL0257'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0257'MARK MAY BE REACHED FROM COVINGTON, BARAGA COUNTY BY GOING
 RL0257'11.75 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH
 RL0257'SHORE AND ATLANTIC RAILWAY STATION, THENCE ABOUT 0.5 MILE WEST
 RL0257'ALONG A GRAVEL ROAD TO PARK SIDING.
 RL0257
 RL0257                          STATION RECOVERY (1982)
 RL0257
 RL0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0665 ***********************************************************************
 RL0665  DESIGNATION -  H 128
 RL0665  PID         -  RL0665
 RL0665  STATE/COUNTY-  MI/BARAGA
 RL0665  COUNTRY     -  US
 RL0665  USGS QUAD   -  COVINGTON (2017)
 RL0665
 RL0665                         *CURRENT SURVEY CONTROL
 RL0665  ______________________________________________________________________
 RL0665* NAD 83(1986) POSITION- 46 34 44.     (N) 088 31 56.     (W)   SCALED
 RL0665* NAVD 88 ORTHO HEIGHT -   433.395 (meters)     1421.90  (feet) ADJUSTED
 RL0665  ______________________________________________________________________
 RL0665  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 RL0665  DYNAMIC HEIGHT  -        433.406 (meters)     1421.93  (feet) COMP
 RL0665  MODELED GRAVITY -    980,626.1   (mgal)                       NAVD 88
 RL0665
 RL0665  VERT ORDER      -  SECOND    CLASS 0
 RL0665
 RL0665.The horizontal coordinates were scaled from a map and have
 RL0665.an estimated accuracy of +/- 6 seconds.
 RL0665
 RL0665.The orthometric height was determined by differential leveling and
 RL0665.adjusted by the NATIONAL GEODETIC SURVEY
 RL0665.in June 1991.
 RL0665
 RL0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0665.GEOID18 height accuracy estimate available here.
 RL0665
 RL0665.Click photographs - Photos may exist for this station.
 RL0665
 RL0665.The dynamic height is computed by dividing the NAVD 88
 RL0665.geopotential number by the normal gravity value computed on the
 RL0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0665.degrees latitude (g = 980.6199 gals.).
 RL0665
 RL0665.The modeled gravity was interpolated from observed gravity values.
 RL0665
 RL0665;                    North         East    Units  Estimated Accuracy
 RL0665;SPC MI N     -   200,700.    7,882,570.      MT  (+/- 180 meters Scaled)
 RL0665
 RL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS826595(NAD 83)
 RL0665
 RL0665                          SUPERSEDED SURVEY CONTROL
 RL0665
 RL0665  NGVD 29 (??/??/92)  433.373  (m)         1421.82   (f) ADJ UNCH    2 0
 RL0665
 RL0665.Superseded values are not recommended for survey control.
 RL0665
 RL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0665.See file dsdata.pdf to determine how the superseded data were derived.
 RL0665
 RL0665_MARKER: DB = BENCH MARK DISK
 RL0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0665_STAMPING: H 128 1948
 RL0665_MARK LOGO: CGS
 RL0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0665+STABILITY: SURFACE MOTION
 RL0665
 RL0665  HISTORY     - Date     Condition        Report By
 RL0665  HISTORY     - 1948     MONUMENTED       CGS
 RL0665  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0665  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0665  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0665  HISTORY     - 20040711 MARK NOT FOUND   GEOCAC
 RL0665
 RL0665                          STATION DESCRIPTION
 RL0665
 RL0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0665'2.8 MI NW FROM COVINGTON.
 RL0665'0.75 MILES NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION
 RL0665'AT COVINGTON, THENCE 2.05 MILE NORTH ALONG A GRAVEL ROAD, AT
 RL0665'THE FOOT OF A GRADE AND AT A TURN IN THE ROAD WITH TANGENTS
 RL0665'EXTENDING EAST AND SOUTH, 0.25 MILE NORTH OF A SMALL CEMETERY,
 RL0665'28 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD EAST,
 RL0665'20 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 15 FEET
 RL0665'SOUTH OF THE SOUTH POST OF A GATE, 2 1/2 FEET EAST OF A FENCE
 RL0665'LINE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0665'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RL0665'3 INCHES.
 RL0665
 RL0665                          STATION RECOVERY (1982)
 RL0665
 RL0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (1985)
 RL0665
 RL0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (1992)
 RL0665
 RL0665'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (2004)
 RL0665
 RL0665'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0665'THE SITE LOCATION IS ALL TORN UP FROM BRUSH CLEARING AND ROAD
 RL0665'DITCHING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0656 ***********************************************************************
 RL0656  DESIGNATION -  H 129
 RL0656  PID         -  RL0656
 RL0656  STATE/COUNTY-  MI/BARAGA
 RL0656  COUNTRY     -  US
 RL0656  USGS QUAD   -  BARAGA PLAINS (2017)
 RL0656
 RL0656                         *CURRENT SURVEY CONTROL
 RL0656  ______________________________________________________________________
 RL0656* NAD 83(1986) POSITION- 46 44 09.8    (N) 088 34 04.6    (W)   HD_HELD2
 RL0656* NAVD 88 ORTHO HEIGHT -   248.203 (meters)      814.31  (feet) ADJUSTED
 RL0656  ______________________________________________________________________
 RL0656  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 RL0656  DYNAMIC HEIGHT  -        248.215 (meters)      814.35  (feet) COMP
 RL0656  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 RL0656
 RL0656  VERT ORDER      -  SECOND    CLASS 0
 RL0656
 RL0656.The horizontal coordinates were established by autonomous hand held GPS
 RL0656.observations and have an estimated accuracy of +/- 10 meters.
 RL0656
 RL0656.The orthometric height was determined by differential leveling and
 RL0656.adjusted by the NATIONAL GEODETIC SURVEY
 RL0656.in June 1991.
 RL0656
 RL0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0656.GEOID18 height accuracy estimate available here.
 RL0656
 RL0656.Click photographs - Photos may exist for this station.
 RL0656
 RL0656.The dynamic height is computed by dividing the NAVD 88
 RL0656.geopotential number by the normal gravity value computed on the
 RL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0656.degrees latitude (g = 980.6199 gals.).
 RL0656
 RL0656.The modeled gravity was interpolated from observed gravity values.
 RL0656
 RL0656;                    North         East    Units  Estimated Accuracy
 RL0656;SPC MI N     -   218,222.    7,880,178.      MT  (+/- 10 meters HH2 GPS)
 RL0656
 RL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8021177027(NAD 83)
 RL0656
 RL0656                          SUPERSEDED SURVEY CONTROL
 RL0656
 RL0656  NGVD 29 (??/??/92)  248.177  (m)          814.23   (f) ADJ UNCH    2 0
 RL0656
 RL0656.Superseded values are not recommended for survey control.
 RL0656
 RL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0656.See file dsdata.pdf to determine how the superseded data were derived.
 RL0656
 RL0656_MARKER: DB = BENCH MARK DISK
 RL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0656_STAMPING: H 129 1948
 RL0656_MARK LOGO: CGS
 RL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0656+STABILITY: SURFACE MOTION
 RL0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0656+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 RL0656
 RL0656  HISTORY     - Date     Condition        Report By
 RL0656  HISTORY     - 1948     MONUMENTED       CGS
 RL0656  HISTORY     - 20040518 GOOD             GEOCAC
 RL0656
 RL0656                          STATION DESCRIPTION
 RL0656
 RL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0656'4.2 MI SW FROM BARAGA.
 RL0656'4.15 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0656'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF THE BARAGA STATE PARK
 RL0656'AT BARAGA, ABOUT 0.45 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0656'WEST TO SIDNAW, ABOUT 1.0 MILE NORTHEAST OF THE JUNCTION OF A
 RL0656'ROAD SOUTHEAST TO KELLY LAKE, 38 FEET NORTH OF THE CENTER LINE
 RL0656'OF THE ROAD, 28.5 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 RL0656'14-INCH JACK PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0656'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0656'POST PROJECTING 4 INCHES.
 RL0656
 RL0656                          STATION RECOVERY (2004)
 RL0656
 RL0656'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0284 ***********************************************************************
 QJ0284  DESIGNATION -  H 13 MI 79
 QJ0284  PID         -  QJ0284
 QJ0284  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0284  COUNTRY     -  US
 QJ0284  USGS QUAD   -  ADAMS POINT (2017)
 QJ0284
 QJ0284                         *CURRENT SURVEY CONTROL
 QJ0284  ______________________________________________________________________
 QJ0284* NAD 83(1994) POSITION- 45 24 47.82380(N) 083 42 49.25150(W)   ADJUSTED
 QJ0284* NAVD 88 ORTHO HEIGHT -   177.6   (meters)      583.    (feet) VERTCON3
 QJ0284  ______________________________________________________________________
 QJ0284  GEOID HEIGHT    -        -36.925 (meters)                     GEOID18
 QJ0284  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 QJ0284  HORZ ORDER      -  THIRD
 QJ0284
 QJ0284.The horizontal coordinates were established by classical geodetic methods
 QJ0284.and adjusted by the National Geodetic Survey in February 1997.
 QJ0284
 QJ0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0284
 QJ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0284.GEOID18 height accuracy estimate available here.
 QJ0284
 QJ0284.Click photographs - Photos may exist for this station.
 QJ0284
 QJ0284.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0284
 QJ0284. The following values were computed from the NAD 83(1994) position.
 QJ0284
 QJ0284;                    North         East     Units Scale Factor Converg.
 QJ0284;SPC MI C     -   233,184.869 6,051,111.085   MT  0.99994632   +0 27 40.6
 QJ0284;SPC MI C     -   765,042.22 19,852,726.66   iFT  0.99994632   +0 27 40.6
 QJ0284;UTM  17      - 5,032,445.222   287,664.630   MT  1.00015437   -1 56 00.1
 QJ0284
 QJ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0284!SPC MI C     -   0.99997794  x   0.99994632  =   0.99992426
 QJ0284!UTM  17      -   0.99997794  x   1.00015437  =   1.00013231
 QJ0284
 QJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8766432445(NAD 83)
 QJ0284
 QJ0284                          SUPERSEDED SURVEY CONTROL
 QJ0284
 QJ0284  NAD 83(1986)-  45 24 47.81506(N)    083 42 49.25285(W) AD(       ) 3
 QJ0284  NAD 27      -  45 24 47.76499(N)    083 42 49.28006(W) AD(       ) 3
 QJ0284  NGVD 29 (07/19/86)  177.7    (m)          583.     (f) VERT ANG       
 QJ0284
 QJ0284.Superseded values are not recommended for survey control.
 QJ0284
 QJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0284.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0284
 QJ0284_MARKER: DD = SURVEY DISK
 QJ0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0284_STAMPING: H 13 MI 79
 QJ0284_MARK LOGO: NOS
 QJ0284_MAGNETIC: P = MARKER IS A STEEL PIPE
 QJ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0284
 QJ0284  HISTORY     - Date     Condition        Report By
 QJ0284  HISTORY     - 1979     MONUMENTED       NOS
 QJ0284
 QJ0284                          STATION DESCRIPTION
 QJ0284
 QJ0284'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0284'THE STATION IS LOCATED EAST OF ROGERS CITY ON US STEEL
 QJ0284'CORP.CALCITE PLANT. THE AREA OF THE STATION IS COMMONLY
 QJ0284'CALLED ADAMS POINT.
 QJ0284'
 QJ0284'TO REACH THE STATION FROM THE MAIN GATE AT THE CALCITE PLANT
 QJ0284'PROCEED THROUGH THE GATE ,UNDER THE OVERPASS TO A Y INTERSECT-
 QJ0284'ION. TAKE THE Y TO THE RIGHT AND FOLLOW THE GRAVEL ROAD AROUND
 QJ0284'THE CALCITE PLANT. AT 0.75 MILES PAST THE Y ANOTHER Y TAKES
 QJ0284'PLACE. TAKE THIS Y TO THE LEFT AND PROCEED FOR 2.20 MILES OVER
 QJ0284'A SMALL WOODEN BRIDGE TO A T INTERSECTION. TAKE THE ROAD TO THE
 QJ0284'RIGHT AND CONTINUE ON FOR 1,40 MILES, THROUGH A OLD GATE, TO A
 QJ0284'SMALL NARROWER DIRT ROAD ON THE LEFT. TURN LEFT AND FOLLOW
 QJ0284'THE WINDING DIRT ROAD FOR 3.20 MILES AND THE AREA OF THE STATION
 QJ0284'ON THE LEFT. THE ROADS IN THIS AREA ARE SUBJECT TO CHANGE
 QJ0284'BUT SHOULD SUPPORT 2-WHEEL DRIVE VEHICLES ALL YEAR AROUND.
 QJ0284'THE CALCITE PLANT MAINT. CREWS CAN CHANGE THE LOCATION OF THE
 QJ0284'ROADS AND SOMETIMES DO.
 QJ0284'
 QJ0284'THE STATION IS A STANDARD ALUMINUM NOS DISK SET ON TOP OF A 42
 QJ0284'INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SECURED
 QJ0284'IN A MASS OF CONCRETE. THE STA.IS STAMPED---H 13 MI 79---,
 QJ0284'AND IS 139.0 FEET NORTHWEST OF A PROMINENT 5 FOOT BY
 QJ0284'5 FOOT BOULDER, 59.1 FEET NORTHEAST OF A P.K.NAIL
 QJ0284'IN THE WEST SIDE OF A 12 INCH DIA. BIRCH, 38.4 FEET NORTHWEST
 QJ0284'OF A P.K.NAIL SET ON ONE OF A GROUP OF SMALL CEDAR TREES,
 QJ0284'30.0 FEET FROM THE EXISTING WATERS EDGE, AND 18.49 FEET
 QJ0284'NORTH OF A NOS WITNESS POST SIGN WHICH IS NAILED TO A
 QJ0284'8 INCH DIA,CEDAR.
 QJ0284'
 QJ0284'HEIGHT OF LIGHT ABOVE STATION WAS 1.13 METERS.
 QJ0284'
 QJ0284'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0025 ***********************************************************************
 OJ0025  DESIGNATION -  H 13 USLS
 OJ0025  PID         -  OJ0025
 OJ0025  STATE/COUNTY-  MI/ST CLAIR
 OJ0025  COUNTRY     -  US
 OJ0025  USGS QUAD   -  LAKEPORT (2017)
 OJ0025
 OJ0025                         *CURRENT SURVEY CONTROL
 OJ0025  ______________________________________________________________________
 OJ0025* NAD 83(1986) POSITION- 43 03 48.     (N) 082 27 35.     (W)   SCALED
 OJ0025* NAVD 88 ORTHO HEIGHT -   179.795 (meters)      589.88  (feet) ADJUSTED
 OJ0025  ______________________________________________________________________
 OJ0025  GEOID HEIGHT    -        -34.855 (meters)                     GEOID18
 OJ0025  DYNAMIC HEIGHT  -        179.752 (meters)      589.74  (feet) COMP
 OJ0025  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 OJ0025
 OJ0025  VERT ORDER      -  FIRST     CLASS 0
 OJ0025
 OJ0025.The horizontal coordinates were scaled from a map and have
 OJ0025.an estimated accuracy of +/- 6 seconds.
 OJ0025
 OJ0025.The orthometric height was determined by differential leveling and
 OJ0025.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0025.in June 1991.
 OJ0025
 OJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0025.GEOID18 height accuracy estimate available here.
 OJ0025
 OJ0025.Click photographs - Photos may exist for this station.
 OJ0025
 OJ0025.The dynamic height is computed by dividing the NAVD 88
 OJ0025.geopotential number by the normal gravity value computed on the
 OJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0025.degrees latitude (g = 980.6199 gals.).
 OJ0025
 OJ0025.The modeled gravity was interpolated from observed gravity values.
 OJ0025
 OJ0025;                    North         East    Units  Estimated Accuracy
 OJ0025;SPC MI S     -   175,410.    4,155,310.      MT  (+/- 180 meters Scaled)
 OJ0025
 OJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH811688(NAD 83)
 OJ0025
 OJ0025                          SUPERSEDED SURVEY CONTROL
 OJ0025
 OJ0025  NGVD 29 (11/26/84)  179.918  (m)          590.28   (f) ADJUSTED    1 0
 OJ0025
 OJ0025.Superseded values are not recommended for survey control.
 OJ0025
 OJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0025
 OJ0025_MARKER: DD = SURVEY DISK
 OJ0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0025_SP_SET: WATER TABLE
 OJ0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0025
 OJ0025  HISTORY     - Date     Condition        Report By
 OJ0025  HISTORY     - 1937     MONUMENTED       USLS
 OJ0025  HISTORY     - 1970     GOOD             USLS
 OJ0025  HISTORY     - 1980     GOOD             NGS
 OJ0025  HISTORY     - 19950928 GOOD             USPSQD
 OJ0025  HISTORY     - 19970705 GOOD             USPSQD
 OJ0025  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0025
 OJ0025                          STATION DESCRIPTION
 OJ0025
 OJ0025'DESCRIBED BY US LAKE SURVEY 1970
 OJ0025'3.8 MI N FROM PORT HURON.
 OJ0025'H 13 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3.8 MILES NORTH
 OJ0025'OF INTERSECTION OF EDISON BLVD., AND GRATIOT AVENUE IN PORT
 OJ0025'HURON, 0.5 MILE NORTH OF INTERSECTION OF LAKESHORE RD., AND
 OJ0025'U.S. 25, AT CEDARCRAFT BEACH, ON EAST SIDE OF LAKESHORE RD.,
 OJ0025'2.0 FEET FROM THE SOUTHWEST CORNER AND IN THE WEST FACE OF THE
 OJ0025'DWELLING AT NO. 5298 LAKESHORE RD., 2-1/2 FEET ABOVE THE GROUND,
 OJ0025'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 OJ0025'CONCRETE WATER TABLE.  BM H-13 1937
 OJ0025
 OJ0025                          STATION RECOVERY (1980)
 OJ0025
 OJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0025'2.15 KILOMETERS (1.35 MILES) NORTHWEST ALONG LAKESHORE ROAD FROM THE
 OJ0025'JUNCTION OF KEEWAHDIN AND LAKESHORE ROADS, THENCE 0.6 KILOMETER (0.4
 OJ0025'MILE) NORTHWEST ALONG STATE HIGHWAY 25 TO THE ENTRANCE DRIVE AND THE
 OJ0025'MARK SET IN THE WATER TABLE ABOVE THE BLOCK FONDATION ON THE
 OJ0025'SOUTHWEST FACE OF HOUSE NUMBER 5298, ALSO MARK IS 6.4 KILOMETERS
 OJ0025'(4.0 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION
 OJ0025'OF STATE HIGHWAY 25 AND BURTLH ROAD IN LAKEPORT, 3.45 METERS (11.3
 OJ0025'FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE FRONT PORCH, AND 0.63
 OJ0025'METER (2.1 FEET) NORTHWEST OF THE SOUTH CORNER OF THE HOUSE.
 OJ0025'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0025
 OJ0025                          STATION RECOVERY (1995)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0025'RECOVERED IN GOOD CONDITION.
 OJ0025
 OJ0025                          STATION RECOVERY (1997)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0025'RECOVERED IN GOOD CONDITION.
 OJ0025
 OJ0025                          STATION RECOVERY (2002)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0025'AREA WHERE MARK IS LOCATED NOW ENCLOSED BY A FENCE FOR A DOG PEN.
 OJ0025'CURRENT OWNER OF HOME REFUSED PERMISSION TO INSPECT SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0847 ***********************************************************************
 RL0847  DESIGNATION -  H 130
 RL0847  PID         -  RL0847
 RL0847  STATE/COUNTY-  MI/ONTONAGON
 RL0847  COUNTRY     -  US
 RL0847  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL0847
 RL0847                         *CURRENT SURVEY CONTROL
 RL0847  ______________________________________________________________________
 RL0847* NAD 83(1986) POSITION- 46 45 35.     (N) 089 22 10.     (W)   SCALED
 RL0847* NAVD 88 ORTHO HEIGHT -   245.380 (meters)      805.05  (feet) ADJUSTED
 RL0847  ______________________________________________________________________
 RL0847  GEOID HEIGHT    -        -31.297 (meters)                     GEOID18
 RL0847  DYNAMIC HEIGHT  -        245.413 (meters)      805.16  (feet) COMP
 RL0847  MODELED GRAVITY -    980,740.1   (mgal)                       NAVD 88
 RL0847
 RL0847  VERT ORDER      -  SECOND    CLASS 0
 RL0847
 RL0847.The horizontal coordinates were scaled from a map and have
 RL0847.an estimated accuracy of +/- 6 seconds.
 RL0847
 RL0847.The orthometric height was determined by differential leveling and
 RL0847.adjusted by the NATIONAL GEODETIC SURVEY
 RL0847.in June 1991.
 RL0847
 RL0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0847.GEOID18 height accuracy estimate available here.
 RL0847
 RL0847.Click photographs - Photos may exist for this station.
 RL0847
 RL0847.The dynamic height is computed by dividing the NAVD 88
 RL0847.geopotential number by the normal gravity value computed on the
 RL0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0847.degrees latitude (g = 980.6199 gals.).
 RL0847
 RL0847.The modeled gravity was interpolated from observed gravity values.
 RL0847
 RL0847;                    North         East    Units  Estimated Accuracy
 RL0847;SPC MI N     -   222,370.    7,819,020.      MT  (+/- 180 meters Scaled)
 RL0847
 RL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS190811(NAD 83)
 RL0847
 RL0847                          SUPERSEDED SURVEY CONTROL
 RL0847
 RL0847  NGVD 29 (??/??/92)  245.403  (m)          805.13   (f) ADJ UNCH    2 0
 RL0847
 RL0847.Superseded values are not recommended for survey control.
 RL0847
 RL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0847.See file dsdata.pdf to determine how the superseded data were derived.
 RL0847
 RL0847_MARKER: DB = BENCH MARK DISK
 RL0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0847_SP_SET: BRIDGE BANISTER BASE
 RL0847_STAMPING: H 130 1948
 RL0847_MARK LOGO: CGS
 RL0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0847
 RL0847  HISTORY     - Date     Condition        Report By
 RL0847  HISTORY     - 1948     MONUMENTED       CGS
 RL0847  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0847  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0847  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0847
 RL0847                          STATION DESCRIPTION
 RL0847
 RL0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0847'8.8 MI SW FROM ONTONAGON.
 RL0847'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0847'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 7.35 MILES SOUTHWEST
 RL0847'ALONG THE MATCHWOOD ROAD, ABOUT 0.7 MILE NORTH OF A SMALL CREEK,
 RL0847'ABOUT 0.35 MILE NORTH OF A SMALL CREEK, ABOUT 0.1 MILE SOUTH
 RL0847'OF A ROAD SOUTHEAST, SET IN THE TOP OF THE CONCRETE BASE OF
 RL0847'THE EAST CONCRETE BANISTER OF A 35-FOOT CONCRETE BRIDGE OVER
 RL0847'POTATO RIVER, 18 FEET NORTH OF THE SOUTH END OF THE EAST RAILING,
 RL0847'14.5 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF
 RL0847'THE ROAD.
 RL0847
 RL0847                          STATION RECOVERY (1996)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0847'MARK NOT FOUND.
 RL0847
 RL0847                          STATION RECOVERY (2001)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0847'NEW BRIDGE AT LOCATION.
 RL0847
 RL0847                          STATION RECOVERY (2004)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0847'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1442 ***********************************************************************
 RL1442  DESIGNATION -  H 130 RESET
 RL1442  PID         -  RL1442
 RL1442  STATE/COUNTY-  MI/ONTONAGON
 RL1442  COUNTRY     -  US
 RL1442  USGS QUAD   -  ONTONAGON SOUTH (2017)
 RL1442
 RL1442                         *CURRENT SURVEY CONTROL
 RL1442  ______________________________________________________________________
 RL1442* NAD 83(1986) POSITION- 46 45 35.     (N) 089 22 10.     (W)   SCALED
 RL1442* NAVD 88 ORTHO HEIGHT -   243.48  (meters)      798.8   (feet) RESET
 RL1442  ______________________________________________________________________
 RL1442  GEOID HEIGHT    -        -31.297 (meters)                     GEOID18
 RL1442  VERT ORDER      -  THIRD
 RL1442
 RL1442.The horizontal coordinates were scaled from a map and have
 RL1442.an estimated accuracy of +/- 6 seconds.
 RL1442
 RL1442.The orthometric height was computed from unverified reset data.
 RL1442
 RL1442.No vertical observational check was made to the station.
 RL1442
 RL1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1442.GEOID18 height accuracy estimate available here.
 RL1442
 RL1442.Click photographs - Photos may exist for this station.
 RL1442
 RL1442;                    North         East    Units  Estimated Accuracy
 RL1442;SPC MI N     -   222,370.    7,819,020.      MT  (+/- 180 meters Scaled)
 RL1442
 RL1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS190811(NAD 83)
 RL1442
 RL1442                          SUPERSEDED SURVEY CONTROL
 RL1442
 RL1442  NGVD 29 (02/05/16)  243.51   (m)          798.9    (f) RESET       3  
 RL1442
 RL1442.Superseded values are not recommended for survey control.
 RL1442
 RL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1442.See file dsdata.pdf to determine how the superseded data were derived.
 RL1442
 RL1442_MARKER: DV = VERTICAL CONTROL DISK
 RL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1442_STAMPING: H 130 RESET 1984
 RL1442_MARK LOGO: NGS
 RL1442_PROJECTION: PROJECTING 20 CENTIMETERS
 RL1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1442+STABILITY: SURFACE MOTION
 RL1442
 RL1442  HISTORY     - Date     Condition        Report By
 RL1442  HISTORY     - 1984     MONUMENTED       NGS
 RL1442  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL1442  HISTORY     - 20010615 GOOD             USPSQD
 RL1442  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL1442
 RL1442                          STATION DESCRIPTION
 RL1442
 RL1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RL1442'14.1 KM (8.8 MI) SW FROM ONTONAGON.
 RL1442'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION OF
 RL1442'U.S. HIGHWAY 45 IN ONTONAGON, THENCE 11.8 KM (7.35 MI) SOUTHWEST
 RL1442'ALONG NORWICH ROAD TO A BRIDGE OVER POTATOE RIVER AND A WOODS ROAD
 RL1442'AT THE SOUTH END OF BRIDGE LEADING EAST AND THE STATION ABOUT
 RL1442'0.05 MILE EAST ALONG WOODS ROAD AT A CURVE TO THE NORTHEAST,
 RL1442'AND 0.5 METER (1.5 FEET) EAST OF NORWICH ROAD.
 RL1442'THE MARK IS 106 FT  W FROM A WITNESS POST.
 RL1442
 RL1442                          STATION RECOVERY (1996)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1442'MARK NOT FOUND.
 RL1442
 RL1442                          STATION RECOVERY (2001)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1442'RECOVERED IN GOOD CONDITION.
 RL1442
 RL1442                          STATION RECOVERY (2004)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1360 ***********************************************************************
 RL1360  DESIGNATION -  H 131
 RL1360  PID         -  RL1360
 RL1360  STATE/COUNTY-  MI/ONTONAGON
 RL1360  COUNTRY     -  US
 RL1360  USGS QUAD   -  BERGLAND NE (2017)
 RL1360
 RL1360                         *CURRENT SURVEY CONTROL
 RL1360  ______________________________________________________________________
 RL1360* NAD 83(1986) POSITION- 46 38 09.     (N) 089 33 08.     (W)   SCALED
 RL1360* NAVD 88 ORTHO HEIGHT -   386.052 (meters)     1266.57  (feet) ADJUSTED
 RL1360  ______________________________________________________________________
 RL1360  GEOID HEIGHT    -        -30.933 (meters)                     GEOID18
 RL1360  DYNAMIC HEIGHT  -        386.086 (meters)     1266.68  (feet) COMP
 RL1360  MODELED GRAVITY -    980,688.6   (mgal)                       NAVD 88
 RL1360
 RL1360  VERT ORDER      -  SECOND    CLASS 0
 RL1360
 RL1360.The horizontal coordinates were scaled from a map and have
 RL1360.an estimated accuracy of +/- 6 seconds.
 RL1360
 RL1360.The orthometric height was determined by differential leveling and
 RL1360.adjusted by the NATIONAL GEODETIC SURVEY
 RL1360.in June 1991.
 RL1360
 RL1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1360.GEOID18 height accuracy estimate available here.
 RL1360
 RL1360.Click photographs - Photos may exist for this station.
 RL1360
 RL1360.The dynamic height is computed by dividing the NAVD 88
 RL1360.geopotential number by the normal gravity value computed on the
 RL1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1360.degrees latitude (g = 980.6199 gals.).
 RL1360
 RL1360.The modeled gravity was interpolated from observed gravity values.
 RL1360
 RL1360;                    North         East    Units  Estimated Accuracy
 RL1360;SPC MI N     -   209,040.    7,804,620.      MT  (+/- 180 meters Scaled)
 RL1360
 RL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046678(NAD 83)
 RL1360
 RL1360                          SUPERSEDED SURVEY CONTROL
 RL1360
 RL1360  NGVD 29 (??/??/92)  386.065  (m)         1266.61   (f) ADJ UNCH    2 0
 RL1360
 RL1360.Superseded values are not recommended for survey control.
 RL1360
 RL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1360.See file dsdata.pdf to determine how the superseded data were derived.
 RL1360
 RL1360_MARKER: DB = BENCH MARK DISK
 RL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1360_STAMPING: H 131 1948
 RL1360_MARK LOGO: CGS
 RL1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1360+STABILITY: SURFACE MOTION
 RL1360
 RL1360  HISTORY     - Date     Condition        Report By
 RL1360  HISTORY     - 1948     MONUMENTED       CGS
 RL1360  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1360  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1360  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1360
 RL1360                          STATION DESCRIPTION
 RL1360
 RL1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1360'4 MI NE FROM BERGLAND.
 RL1360'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1360'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, ABOUT 0.35 MILE
 RL1360'NORTH OF A SMALL STREAM, 21 FEET NORTHEAST OF THE CENTER LINE
 RL1360'OF THE HIGHWAY, 14 FEET SOUTHEAST OF A TELEPHONE POLE AND IN
 RL1360'LINE WITH THE ROW OF POLES, 9 FEET NORTH OF THE NORTHEAST END
 RL1360'OF AN 18-INCH PIPE CULVERT WITH PAINTED SQUARE ON END, 35 FEET
 RL1360'WEST OF A TRIANGULAR BLAZED 15-INCH ASH TREE, 3 FEET WEST OF
 RL1360'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 RL1360'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL1360
 RL1360                          STATION RECOVERY (1987)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1360'MARK NOT FOUND.
 RL1360
 RL1360                          STATION RECOVERY (1995)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1360'MARK NOT FOUND.
 RL1360
 RL1360                          STATION RECOVERY (2004)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0052 ***********************************************************************
 RM0052  DESIGNATION -  H 132
 RM0052  PID         -  RM0052
 RM0052  STATE/COUNTY-  MI/GOGEBIC
 RM0052  COUNTRY     -  US
 RM0052  USGS QUAD   -  COPPER PEAK (2017)
 RM0052
 RM0052                         *CURRENT SURVEY CONTROL
 RM0052  ______________________________________________________________________
 RM0052* NAD 83(1986) POSITION- 46 31 17.01   (N) 090 05 47.34   (W)   HD_HELD1
 RM0052* NAVD 88 ORTHO HEIGHT -   369.598 (meters)     1212.59  (feet) ADJUSTED
 RM0052  ______________________________________________________________________
 RM0052  GEOID HEIGHT    -        -30.608 (meters)                     GEOID18
 RM0052  DYNAMIC HEIGHT  -        369.623 (meters)     1212.67  (feet) COMP
 RM0052  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 RM0052
 RM0052  VERT ORDER      -  SECOND    CLASS 0
 RM0052
 RM0052.The horizontal coordinates were determined by differentially corrected
 RM0052.hand held GPS observations or other comparable positioning techniques
 RM0052.and have an estimated accuracy of +/- 3 meters.
 RM0052
 RM0052.The orthometric height was determined by differential leveling and
 RM0052.adjusted by the NATIONAL GEODETIC SURVEY
 RM0052.in June 1991.
 RM0052
 RM0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0052.GEOID18 height accuracy estimate available here.
 RM0052
 RM0052.Click photographs - Photos may exist for this station.
 RM0052
 RM0052.The dynamic height is computed by dividing the NAVD 88
 RM0052.geopotential number by the normal gravity value computed on the
 RM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0052.degrees latitude (g = 980.6199 gals.).
 RM0052
 RM0052.The modeled gravity was interpolated from observed gravity values.
 RM0052
 RM0052;                    North         East    Units  Estimated Accuracy
 RM0052;SPC MI N     -   197,815.5   7,762,480.6     MT  (+/- 3 meters HH1 GPS) 
 RM0052
 RM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2269956076(NAD 83)
 RM0052
 RM0052                          SUPERSEDED SURVEY CONTROL
 RM0052
 RM0052  NGVD 29 (??/??/92)  369.617  (m)         1212.65   (f) ADJ UNCH    2 0
 RM0052
 RM0052.Superseded values are not recommended for survey control.
 RM0052
 RM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0052.See file dsdata.pdf to determine how the superseded data were derived.
 RM0052
 RM0052_MARKER: DB = BENCH MARK DISK
 RM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0052_STAMPING: H 132 1948
 RM0052_MARK LOGO: CGS
 RM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0052+STABILITY: SURFACE MOTION
 RM0052
 RM0052  HISTORY     - Date     Condition        Report By
 RM0052  HISTORY     - 1948     MONUMENTED       CGS
 RM0052  HISTORY     - 1964     GOOD             CGS
 RM0052  HISTORY     - 1987     GOOD             USPSQD
 RM0052  HISTORY     - 19960625 GOOD             USPSQD
 RM0052  HISTORY     - 20020613 GOOD             USPSQD
 RM0052
 RM0052                          STATION DESCRIPTION
 RM0052
 RM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0052'1.8 MI NW FROM NORTH BESSEMER.
 RM0052'ABOUT 1.75 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM THE
 RM0052'CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0052'NORTH BESSEMER, ABOUT 100 YARDS NORTH OF A CURVE IN THE ROAD WITH
 RM0052'TANGENTS NORTH AND SOUTHEAST AND THE JUNCTION OF A BLACK TOP ROAD
 RM0052'WEST, AT THE SOUTH END OF A SMALL CLEARING ON THE EAST SIDE OF THE
 RM0052'ROAD, 53 FEET NORTH OF THE EAST END OF A 30-INCH PIPE CULVERT,
 RM0052'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 32 FEET NORTHEAST
 RM0052'OF A TWIN 10-INCH MAPLE TREE, 6.5 FEET NORTH OF A POWER POLE AND IN
 RM0052'LINE WITH THE ROW OF POLES, 3 FEET WEST OF A WHITE WOODEN WITNESS
 RM0052'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RM0052'POST PROJECTING 4 INCHES.
 RM0052
 RM0052                          STATION RECOVERY (1964)
 RM0052
 RM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (1987)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (1996)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (2002)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RM0040 ***********************************************************************
 RM0040  DESIGNATION -  H 133
 RM0040  PID         -  RM0040
 RM0040  STATE/COUNTY-  MI/GOGEBIC
 RM0040  COUNTRY     -  US
 RM0040  USGS QUAD   -  NORTH IRONWOOD (2017)
 RM0040
 RM0040                         *CURRENT SURVEY CONTROL
 RM0040  ______________________________________________________________________
 RM0040* NAD 83(1986) POSITION- 46 34 44.53   (N) 090 13 06.99   (W)   HD_HELD1
 RM0040* NAVD 88 ORTHO HEIGHT -   349.652 (meters)     1147.15  (feet) ADJUSTED
 RM0040  ______________________________________________________________________
 RM0040  GEOID HEIGHT    -        -30.658 (meters)                     GEOID18
 RM0040  DYNAMIC HEIGHT  -        349.689 (meters)     1147.27  (feet) COMP
 RM0040  MODELED GRAVITY -    980,709.1   (mgal)                       NAVD 88
 RM0040
 RM0040  VERT ORDER      -  SECOND    CLASS I
 RM0040
 RM0040.The horizontal coordinates were determined by differentially corrected
 RM0040.hand held GPS observations or other comparable positioning techniques
 RM0040.and have an estimated accuracy of +/- 3 meters.
 RM0040
 RM0040.The orthometric height was determined by differential leveling and
 RM0040.adjusted by the NATIONAL GEODETIC SURVEY
 RM0040.in June 1991.
 RM0040
 RM0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0040.GEOID18 height accuracy estimate available here.
 RM0040
 RM0040.Click photographs - Photos may exist for this station.
 RM0040
 RM0040.The dynamic height is computed by dividing the NAVD 88
 RM0040.geopotential number by the normal gravity value computed on the
 RM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0040.degrees latitude (g = 980.6199 gals.).
 RM0040
 RM0040.The modeled gravity was interpolated from observed gravity values.
 RM0040
 RM0040;                    North         East    Units  Estimated Accuracy
 RM0040;SPC MI N     -   204,590.7   7,753,378.0     MT  (+/- 3 meters HH1 GPS) 
 RM0040
 RM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1310762144(NAD 83)
 RM0040
 RM0040                          SUPERSEDED SURVEY CONTROL
 RM0040
 RM0040  NGVD 29 (??/??/92)  349.682  (m)         1147.25   (f) ADJ UNCH    2 0
 RM0040
 RM0040.Superseded values are not recommended for survey control.
 RM0040
 RM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0040.See file dsdata.pdf to determine how the superseded data were derived.
 RM0040
 RM0040_MARKER: DB = BENCH MARK DISK
 RM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0040_STAMPING: H 133 1948
 RM0040_MARK LOGO: CGS
 RM0040_PROJECTION: FLUSH
 RM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0040+STABILITY: SURFACE MOTION
 RM0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0040+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 RM0040
 RM0040  HISTORY     - Date     Condition        Report By
 RM0040  HISTORY     - 1948     MONUMENTED       CGS
 RM0040  HISTORY     - 1987     GOOD             USPSQD
 RM0040  HISTORY     - 19960625 GOOD             USPSQD
 RM0040  HISTORY     - 20020613 GOOD             USPSQD
 RM0040  HISTORY     - 20090622 GOOD             MIDT
 RM0040  HISTORY     - 20180716 GOOD             WIDT
 RM0040
 RM0040                          STATION DESCRIPTION
 RM0040
 RM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0040'7.6 MI NW FROM NORTH IRONWOOD.
 RM0040'ABOUT 7.6 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0040'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0040'IRONWOOD, SET IN THE NORTHEAST CORNER OF A CROSS ROAD, 54 FEET
 RM0040'NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF THE CENTER
 RM0040'LINE OF THE NORTH-SOUTH CROSSROAD, 11 FEET WEST-NORTHWEST OF A
 RM0040'TRIANGULAR BLAZED BIRCH TREE, 1 FOOT BELOW THE MAIN ROAD, ABOUT
 RM0040'LEVEL WITH THE CROSS ROAD AND SET IN THE TOP OF A CONCRETE POST
 RM0040'PROJECTING 3 INCHES.
 RM0040
 RM0040                          STATION RECOVERY (1987)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040
 RM0040                          STATION RECOVERY (1996)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040
 RM0040                          STATION RECOVERY (2002)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040
 RM0040                          STATION RECOVERY (2009)
 RM0040
 RM0040'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RM0040'RECOVERED AS DESCRIBED.
 RM0040
 RM0040                          STATION RECOVERY (2018)
 RM0040
 RM0040'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040'
 RM0040'NOTE-THE MARK IS ABOUT 3 M (9.8 FT) SOUTH OF A NORTHSIDE TREE LINE.  A
 RM0040'PORTION OF CONCRETE IS MISSING FROM THE NORTHEAST SIDE OF THE 30 CM
 RM0040'(12 INCHES) CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1314 ***********************************************************************
 RL1314  DESIGNATION -  H 134
 RL1314  PID         -  RL1314
 RL1314  STATE/COUNTY-  MI/ONTONAGON
 RL1314  COUNTRY     -  US
 RL1314  USGS QUAD   -  MERRIWEATHER (2017)
 RL1314
 RL1314                         *CURRENT SURVEY CONTROL
 RL1314  ______________________________________________________________________
 RL1314* NAD 83(1986) POSITION- 46 33 54.     (N) 089 39 43.     (W)   SCALED
 RL1314* NAVD 88 ORTHO HEIGHT -   399.504 (meters)     1310.71  (feet) ADJUSTED
 RL1314  ______________________________________________________________________
 RL1314  GEOID HEIGHT    -        -30.869 (meters)                     GEOID18
 RL1314  DYNAMIC HEIGHT  -        399.529 (meters)     1310.79  (feet) COMP
 RL1314  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 RL1314
 RL1314  VERT ORDER      -  FIRST     CLASS II
 RL1314
 RL1314.The horizontal coordinates were scaled from a map and have
 RL1314.an estimated accuracy of +/- 6 seconds.
 RL1314
 RL1314.The orthometric height was determined by differential leveling and
 RL1314.adjusted by the NATIONAL GEODETIC SURVEY
 RL1314.in June 1991.
 RL1314
 RL1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1314.GEOID18 height accuracy estimate available here.
 RL1314
 RL1314.Click photographs - Photos may exist for this station.
 RL1314
 RL1314.The dynamic height is computed by dividing the NAVD 88
 RL1314.geopotential number by the normal gravity value computed on the
 RL1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1314.degrees latitude (g = 980.6199 gals.).
 RL1314
 RL1314.The modeled gravity was interpolated from observed gravity values.
 RL1314
 RL1314;                    North         East    Units  Estimated Accuracy
 RL1314;SPC MI N     -   201,450.    7,795,960.      MT  (+/- 180 meters Scaled)
 RL1314
 RL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS959602(NAD 83)
 RL1314
 RL1314                          SUPERSEDED SURVEY CONTROL
 RL1314
 RL1314  NGVD 29 (??/??/92)  399.514  (m)         1310.74   (f) ADJ UNCH    1 2
 RL1314
 RL1314.Superseded values are not recommended for survey control.
 RL1314
 RL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1314.See file dsdata.pdf to determine how the superseded data were derived.
 RL1314
 RL1314_MARKER: DB = BENCH MARK DISK
 RL1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1314_SP_SET: BRIDGE WINGWALL
 RL1314_STAMPING: H 134 1948
 RL1314_MARK LOGO: CGS
 RL1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1314
 RL1314  HISTORY     - Date     Condition        Report By
 RL1314  HISTORY     - 1948     MONUMENTED       CGS
 RL1314  HISTORY     - 1985     GOOD             NGS
 RL1314  HISTORY     - 1987     GOOD             USPSQD
 RL1314  HISTORY     - 1988     GOOD             USPSQD
 RL1314
 RL1314                          STATION DESCRIPTION
 RL1314
 RL1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1314'0.6 MI W FROM MERRIWEATHER.
 RL1314'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1314'WITH STATE HIGHWAY 64 IN MERRIWEATHER, SET IN THE TOP OF THE
 RL1314'WEST END OF THE NORTHEAST WINGWALL OF A 24-FOOT CONCRETE HIGHWAY
 RL1314'BRIDGE, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 RL1314'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RL1314
 RL1314                          STATION RECOVERY (1985)
 RL1314
 RL1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1314'RECOVERED IN GOOD CONDITION.
 RL1314
 RL1314                          STATION RECOVERY (1987)
 RL1314
 RL1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1314'RECOVERED IN GOOD CONDITION.
 RL1314
 RL1314                          STATION RECOVERY (1988)
 RL1314
 RL1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0735 ***********************************************************************
 RL0735  DESIGNATION -  H 135
 RL0735  PID         -  RL0735
 RL0735  STATE/COUNTY-  MI/ONTONAGON
 RL0735  COUNTRY     -  US
 RL0735  USGS QUAD   -  GREEN (2017)
 RL0735
 RL0735                         *CURRENT SURVEY CONTROL
 RL0735  ______________________________________________________________________
 RL0735* NAD 83(1986) POSITION- 46 50 30.     (N) 089 25 05.     (W)   SCALED
 RL0735* NAVD 88 ORTHO HEIGHT -   186.948 (meters)      613.35  (feet) ADJUSTED
 RL0735  ______________________________________________________________________
 RL0735  GEOID HEIGHT    -        -31.260 (meters)                     GEOID18
 RL0735  DYNAMIC HEIGHT  -        186.977 (meters)      613.44  (feet) COMP
 RL0735  MODELED GRAVITY -    980,768.4   (mgal)                       NAVD 88
 RL0735
 RL0735  VERT ORDER      -  SECOND    CLASS 0
 RL0735
 RL0735.The horizontal coordinates were scaled from a map and have
 RL0735.an estimated accuracy of +/- 6 seconds.
 RL0735
 RL0735.The orthometric height was determined by differential leveling and
 RL0735.adjusted by the NATIONAL GEODETIC SURVEY
 RL0735.in June 1991.
 RL0735
 RL0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0735.GEOID18 height accuracy estimate available here.
 RL0735
 RL0735.Click photographs - Photos may exist for this station.
 RL0735
 RL0735.The dynamic height is computed by dividing the NAVD 88
 RL0735.geopotential number by the normal gravity value computed on the
 RL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0735.degrees latitude (g = 980.6199 gals.).
 RL0735
 RL0735.The modeled gravity was interpolated from observed gravity values.
 RL0735
 RL0735;                    North         East    Units  Estimated Accuracy
 RL0735;SPC MI N     -   231,590.    7,815,590.      MT  (+/- 180 meters Scaled)
 RL0735
 RL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS156904(NAD 83)
 RL0735
 RL0735                          SUPERSEDED SURVEY CONTROL
 RL0735
 RL0735  NGVD 29 (??/??/92)  186.981  (m)          613.45   (f) ADJ UNCH    2 0
 RL0735
 RL0735.Superseded values are not recommended for survey control.
 RL0735
 RL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0735.See file dsdata.pdf to determine how the superseded data were derived.
 RL0735
 RL0735_MARKER: DB = BENCH MARK DISK
 RL0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0735_SP_SET: ABUTMENT
 RL0735_STAMPING: H 135 1948
 RL0735_MARK LOGO: CGS
 RL0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0735+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 RL0735
 RL0735  HISTORY     - Date     Condition        Report By
 RL0735  HISTORY     - 1948     MONUMENTED       CGS
 RL0735  HISTORY     - 1987     GOOD             USPSQD
 RL0735  HISTORY     - 19950614 GOOD             USPSQD
 RL0735  HISTORY     - 20040802 GOOD             USPSQD
 RL0735  HISTORY     - 20090622 GOOD             MIDT
 RL0735
 RL0735                          STATION DESCRIPTION
 RL0735
 RL0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0735'5.2 MI SW FROM ONTONAGON.
 RL0735'ABOUT 5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE
 RL0735'POST OFFICE IN ONTONAGON, 1.05 MILES EAST OF THE CROSS ROAD IN
 RL0735'GREEN, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 RL0735'A 150-FOOT CONCRETE HIGHWAY BRIDGE, 25 FEET NORTHWEST OF THE
 RL0735'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 RL0735
 RL0735                          STATION RECOVERY (1987)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0735'RECOVERED IN GOOD CONDITION.
 RL0735
 RL0735                          STATION RECOVERY (1995)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0735'RECOVERED IN GOOD CONDITION.
 RL0735
 RL0735                          STATION RECOVERY (2004)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0735'RECOVERED IN GOOD CONDITION.
 RL0735
 RL0735                          STATION RECOVERY (2009)
 RL0735
 RL0735'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL0735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1308 ***********************************************************************
 RL1308  DESIGNATION -  H 136
 RL1308  PID         -  RL1308
 RL1308  STATE/COUNTY-  MI/ONTONAGON
 RL1308  COUNTRY     -  US
 RL1308  USGS QUAD   -  GOVERNMENT PEAK (2017)
 RL1308
 RL1308                         *CURRENT SURVEY CONTROL
 RL1308  ______________________________________________________________________
 RL1308* NAD 83(1986) POSITION- 46 49 13.     (N) 089 40 19.     (W)   SCALED
 RL1308* NAVD 88 ORTHO HEIGHT -   280.430 (meters)      920.04  (feet) ADJUSTED
 RL1308  ______________________________________________________________________
 RL1308  GEOID HEIGHT    -        -30.877 (meters)                     GEOID18
 RL1308  DYNAMIC HEIGHT  -        280.471 (meters)      920.18  (feet) COMP
 RL1308  MODELED GRAVITY -    980,749.8   (mgal)                       NAVD 88
 RL1308
 RL1308  VERT ORDER      -  SECOND    CLASS 0
 RL1308
 RL1308.The horizontal coordinates were scaled from a map and have
 RL1308.an estimated accuracy of +/- 6 seconds.
 RL1308
 RL1308.The orthometric height was determined by differential leveling and
 RL1308.adjusted by the NATIONAL GEODETIC SURVEY
 RL1308.in June 1991.
 RL1308
 RL1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1308.GEOID18 height accuracy estimate available here.
 RL1308
 RL1308.Click photographs - Photos may exist for this station.
 RL1308
 RL1308.The dynamic height is computed by dividing the NAVD 88
 RL1308.geopotential number by the normal gravity value computed on the
 RL1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1308.degrees latitude (g = 980.6199 gals.).
 RL1308
 RL1308.The modeled gravity was interpolated from observed gravity values.
 RL1308
 RL1308;                    North         East    Units  Estimated Accuracy
 RL1308;SPC MI N     -   229,840.    7,796,150.      MT  (+/- 180 meters Scaled)
 RL1308
 RL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS961886(NAD 83)
 RL1308
 RL1308                          SUPERSEDED SURVEY CONTROL
 RL1308
 RL1308  NGVD 29 (??/??/92)  280.461  (m)          920.15   (f) ADJ UNCH    2 0
 RL1308
 RL1308.Superseded values are not recommended for survey control.
 RL1308
 RL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1308.See file dsdata.pdf to determine how the superseded data were derived.
 RL1308
 RL1308_MARKER: DB = BENCH MARK DISK
 RL1308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1308_SP_SET: CULVERT HEADWALL
 RL1308_STAMPING: H 136 1948
 RL1308_MARK LOGO: CGS
 RL1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1308+STABILITY: SURFACE MOTION
 RL1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1308+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1308
 RL1308  HISTORY     - Date     Condition        Report By
 RL1308  HISTORY     - 1948     MONUMENTED       CGS
 RL1308  HISTORY     - 1987     GOOD             USPSQD
 RL1308  HISTORY     - 1989     GOOD             USPSQD
 RL1308  HISTORY     - 19950613 GOOD             USPSQD
 RL1308  HISTORY     - 20040723 GOOD             MIDT
 RL1308
 RL1308                          STATION DESCRIPTION
 RL1308
 RL1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1308'5 MI SW FROM SILVER CITY.
 RL1308'ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1308'JUNCTION WITH STATE HIGHWAY 64 IN SILVER CITY, IN THE TOP OF
 RL1308'THE EAST END OF THE SOUTH HEAD WALL OF A 30-INCH PIPE CULVERT,
 RL1308'AT THE WEST END OF A BENCH CUT THRU ROCK, 20 FEET SOUTH OF
 RL1308'THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL
 RL1308'OF THE HIGHWAY.
 RL1308
 RL1308                          STATION RECOVERY (1987)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (1989)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (1995)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (2004)
 RL1308
 RL1308'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0867 ***********************************************************************
 RL0867  DESIGNATION -  H 137
 RL0867  PID         -  RL0867
 RL0867  STATE/COUNTY-  MI/ONTONAGON
 RL0867  COUNTRY     -  US
 RL0867  USGS QUAD   -  OAK BLUFF (2017)
 RL0867
 RL0867                         *CURRENT SURVEY CONTROL
 RL0867  ______________________________________________________________________
 RL0867* NAD 83(1986) POSITION- 46 41 41.68   (N) 089 14 59.18   (W)   HD_HELD1
 RL0867* NAVD 88 ORTHO HEIGHT -   380.980 (meters)     1249.93  (feet) ADJUSTED
 RL0867  ______________________________________________________________________
 RL0867  GEOID HEIGHT    -        -31.726 (meters)                     GEOID18
 RL0867  DYNAMIC HEIGHT  -        381.012 (meters)     1250.04  (feet) COMP
 RL0867  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 RL0867
 RL0867  VERT ORDER      -  SECOND    CLASS 0
 RL0867
 RL0867.The horizontal coordinates were determined by differentially corrected
 RL0867.hand held GPS observations or other comparable positioning techniques
 RL0867.and have an estimated accuracy of +/- 3 meters.
 RL0867
 RL0867.The orthometric height was determined by differential leveling and
 RL0867.adjusted by the NATIONAL GEODETIC SURVEY
 RL0867.in June 1991.
 RL0867
 RL0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0867.GEOID18 height accuracy estimate available here.
 RL0867
 RL0867.Click photographs - Photos may exist for this station.
 RL0867
 RL0867.The dynamic height is computed by dividing the NAVD 88
 RL0867.geopotential number by the normal gravity value computed on the
 RL0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0867.degrees latitude (g = 980.6199 gals.).
 RL0867
 RL0867.The modeled gravity was interpolated from observed gravity values.
 RL0867
 RL0867;                    North         East    Units  Estimated Accuracy
 RL0867;SPC MI N     -   214,904.9   7,827,955.2     MT  (+/- 3 meters HH1 GPS) 
 RL0867
 RL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2799173719(NAD 83)
 RL0867
 RL0867                          SUPERSEDED SURVEY CONTROL
 RL0867
 RL0867  NGVD 29 (??/??/92)  380.988  (m)         1249.96   (f) ADJ UNCH    2 0
 RL0867
 RL0867.Superseded values are not recommended for survey control.
 RL0867
 RL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0867.See file dsdata.pdf to determine how the superseded data were derived.
 RL0867
 RL0867_MARKER: DB = BENCH MARK DISK
 RL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0867_STAMPING: H 137 1948
 RL0867_MARK LOGO: CGS
 RL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0867+STABILITY: SURFACE MOTION
 RL0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0867+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0867
 RL0867  HISTORY     - Date     Condition        Report By
 RL0867  HISTORY     - 1948     MONUMENTED       CGS
 RL0867  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0867  HISTORY     - 20040507 GOOD             GEOCAC
 RL0867  HISTORY     - 20081004 POOR             GEOCAC
 RL0867
 RL0867                          STATION DESCRIPTION
 RL0867
 RL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0867'5.3 MI SW FROM ROCKLAND.
 RL0867'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0867'ROCKLAND, THENCE 5.15 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0867'ON THE EAST SLOPE OF A SHORT STEEP HILL, AT THE JUNCTION OF A
 RL0867'VERY DIM TRAIL NORTH, 106 FEET WEST OF THE NORTH END OF AN
 RL0867'18-INCH PIPE CULVERT THAT IS AT THE FOOT OF THE GRADE, 28 FEET
 RL0867'NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE CENTER
 RL0867'LINE OF THE TRAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 RL0867'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RL0867
 RL0867                          STATION RECOVERY (2001)
 RL0867
 RL0867'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0867'MARK NOT FOUND.
 RL0867
 RL0867                          STATION RECOVERY (2004)
 RL0867
 RL0867'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0867'MARK IS 65.5 FT N15W FROM POWER LINE POLE NO. 29, 60 FT NORTH OF THE
 RL0867'C/L OF THE POWER LINE, 28 FT NORTH OF THE ROAD C/L, 1 FT NORTH OF
 RL0867'MWP+SIGN AND PROJECTING 4-INCH'S ABOVE GROUND LEVEL.
 RL0867
 RL0867                          STATION RECOVERY (2008)
 RL0867
 RL0867'RECOVERY NOTE BY GEOCACHING 2008 (MPR)
 RL0867'THERE HAS BEEN HEAVY EARTHWORK AND TREE CLEARING ALONG THIS PORTION OF
 RL0867'THE ROAD IN 2008.  BULLDOZING ALL AROUND THE MARK LEAVING ONLY ABOUT
 RL0867'1-2 FT OF THE ORIGINAL EARTH AROUND THE POST.  IT IS NOW PROJECTING
 RL0867'ABOUT 2 FT ABOVE THE SURROUNDING HEAVILY GRADED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0771 ***********************************************************************
 RL0771  DESIGNATION -  H 138
 RL0771  PID         -  RL0771
 RL0771  STATE/COUNTY-  MI/ONTONAGON
 RL0771  COUNTRY     -  US
 RL0771  USGS QUAD   -  PAYNESVILLE (2017)
 RL0771
 RL0771                         *CURRENT SURVEY CONTROL
 RL0771  ______________________________________________________________________
 RL0771* NAD 83(1986) POSITION- 46 33 51.21   (N) 089 00 54.51   (W)   HD_HELD1
 RL0771* NAVD 88 ORTHO HEIGHT -   349.981 (meters)     1148.23  (feet) ADJUSTED
 RL0771  ______________________________________________________________________
 RL0771  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 RL0771  DYNAMIC HEIGHT  -        349.993 (meters)     1148.27  (feet) COMP
 RL0771  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 RL0771
 RL0771  VERT ORDER      -  SECOND    CLASS 0
 RL0771
 RL0771.The horizontal coordinates were determined by differentially corrected
 RL0771.hand held GPS observations or other comparable positioning techniques
 RL0771.and have an estimated accuracy of +/- 3 meters.
 RL0771
 RL0771.The orthometric height was determined by differential leveling and
 RL0771.adjusted by the NATIONAL GEODETIC SURVEY
 RL0771.in June 1991.
 RL0771
 RL0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0771.GEOID18 height accuracy estimate available here.
 RL0771
 RL0771.Click photographs - Photos may exist for this station.
 RL0771
 RL0771.The dynamic height is computed by dividing the NAVD 88
 RL0771.geopotential number by the normal gravity value computed on the
 RL0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0771.degrees latitude (g = 980.6199 gals.).
 RL0771
 RL0771.The modeled gravity was interpolated from observed gravity values.
 RL0771
 RL0771;                    North         East    Units  Estimated Accuracy
 RL0771;SPC MI N     -   199,900.5   7,845,524.6     MT  (+/- 3 meters HH1 GPS) 
 RL0771
 RL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4555858712(NAD 83)
 RL0771
 RL0771                          SUPERSEDED SURVEY CONTROL
 RL0771
 RL0771  NGVD 29 (??/??/92)  349.996  (m)         1148.28   (f) ADJ UNCH    2 0
 RL0771
 RL0771.Superseded values are not recommended for survey control.
 RL0771
 RL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0771.See file dsdata.pdf to determine how the superseded data were derived.
 RL0771
 RL0771_MARKER: DB = BENCH MARK DISK
 RL0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0771_STAMPING: H 138 1948
 RL0771_MARK LOGO: CGS
 RL0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0771+STABILITY: SURFACE MOTION
 RL0771
 RL0771  HISTORY     - Date     Condition        Report By
 RL0771  HISTORY     - 1948     MONUMENTED       CGS
 RL0771  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0771  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0771
 RL0771                          STATION DESCRIPTION
 RL0771
 RL0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0771'5.8 MI N FROM TROUT CREEK.
 RL0771'ABOUT 5.75 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE
 RL0771'POST OFFICE AT TROUT CREEK, SET AT A CURVE IN THE ROAD WITH
 RL0771'TANGENTS WEST AND SOUTHEAST AND THE JUNCTION OF ROADS NORTH
 RL0771'AND NORTHEAST, ABOUT 0.2 MILE NORTHWEST OF A SIDE ROAD NORTH
 RL0771'AND A CURVE IN THE ROAD WITH TANGENTS NORTHWEST AND SOUTH, ABOUT
 RL0771'0.1 MILE NORTHWEST OF A SMALL CONCRETE BRIDGE, 68 FEET NORTH
 RL0771'OF THE CENTER LINE OF THE ROAD, 13 FEET WEST OF THE CENTER
 RL0771'LINE OF THE ROAD NORTH, 61 FEET NORTH-NORTHWEST AND ACROSS SIDE
 RL0771'ROADS FROM THE NORTHEAST END OF A PIPE CULVERT UNDER ROAD, 3 1/2
 RL0771'FEET SOUTHEAST OF A 10-INCH TRIANGULAR BLAZED POPLAR TREE, 2
 RL0771'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 RL0771'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0771
 RL0771                          STATION RECOVERY (2001)
 RL0771
 RL0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0771'MARK NOT FOUND.
 RL0771
 RL0771                          STATION RECOVERY (2004)
 RL0771
 RL0771'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0771'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0746 ***********************************************************************
 RL0746  DESIGNATION -  H 139
 RL0746  PID         -  RL0746
 RL0746  STATE/COUNTY-  MI/ONTONAGON
 RL0746  COUNTRY     -  US
 RL0746  USGS QUAD   -  GREENLAND (2017)
 RL0746
 RL0746                         *CURRENT SURVEY CONTROL
 RL0746  ______________________________________________________________________
 RL0746* NAD 83(1986) POSITION- 46 47 23.     (N) 089 06 23.     (W)   SCALED
 RL0746* NAVD 88 ORTHO HEIGHT -   359.019 (meters)     1177.88  (feet) ADJUSTED
 RL0746  ______________________________________________________________________
 RL0746  GEOID HEIGHT    -        -31.925 (meters)                     GEOID18
 RL0746  DYNAMIC HEIGHT  -        359.057 (meters)     1178.01  (feet) COMP
 RL0746  MODELED GRAVITY -    980,710.9   (mgal)                       NAVD 88
 RL0746
 RL0746  VERT ORDER      -  SECOND    CLASS 0
 RL0746
 RL0746.The horizontal coordinates were scaled from a map and have
 RL0746.an estimated accuracy of +/- 6 seconds.
 RL0746
 RL0746.The orthometric height was determined by differential leveling and
 RL0746.adjusted by the NATIONAL GEODETIC SURVEY
 RL0746.in June 1991.
 RL0746
 RL0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0746.GEOID18 height accuracy estimate available here.
 RL0746
 RL0746.Click photographs - Photos may exist for this station.
 RL0746
 RL0746.The dynamic height is computed by dividing the NAVD 88
 RL0746.geopotential number by the normal gravity value computed on the
 RL0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0746.degrees latitude (g = 980.6199 gals.).
 RL0746
 RL0746.The modeled gravity was interpolated from observed gravity values.
 RL0746
 RL0746;                    North         East    Units  Estimated Accuracy
 RL0746;SPC MI N     -   225,140.    7,839,200.      MT  (+/- 180 meters Scaled)
 RL0746
 RL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS392839(NAD 83)
 RL0746
 RL0746                          SUPERSEDED SURVEY CONTROL
 RL0746
 RL0746  NGVD 29 (??/??/92)  359.030  (m)         1177.92   (f) ADJ UNCH    2 0
 RL0746
 RL0746.Superseded values are not recommended for survey control.
 RL0746
 RL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0746.See file dsdata.pdf to determine how the superseded data were derived.
 RL0746
 RL0746_MARKER: DB = BENCH MARK DISK
 RL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0746_STAMPING: H 139 1948
 RL0746_MARK LOGO: CGS
 RL0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0746+STABILITY: SURFACE MOTION
 RL0746
 RL0746  HISTORY     - Date     Condition        Report By
 RL0746  HISTORY     - 1948     MONUMENTED       CGS
 RL0746  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0746  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 RL0746
 RL0746                          STATION DESCRIPTION
 RL0746
 RL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0746'1 MI N FROM GREENLAND.
 RL0746'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0746'AT GREENLAND, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 RL0746'ABOUT 0.6 MILE SOUTH OF A ROAD EAST, SET ALONG A SHORT NORTH-SOUTH
 RL0746'TANGENT IN THE ROAD, ABOUT 0.15 MILE SOUTH OF A CURVE WITH
 RL0746'TANGENTS SOUTH AND NORTHEAST, 29 FEET WEST OF THE CENTER LINE
 RL0746'OF THE ROAD, 71 FEET SOUTH OF THE WEST END OF A 24-INCH PIPE
 RL0746'CULVERT, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET
 RL0746'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0746'8 INCHES.
 RL0746
 RL0746                          STATION RECOVERY (1977)
 RL0746
 RL0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (1985)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 1985 (GG)
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (1996)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (2001)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (2004)
 RL0746
 RL0746'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0746'THERE HAS BEEN ROAD CONSTRUCTION ALONG NORTH FIRESTEEL ROAD.  MARK
 RL0746'LIKELY BURIED UNDER EXISTING ROAD FILL OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0283 ***********************************************************************
 QJ0283  DESIGNATION -  H 14 MI 79
 QJ0283  PID         -  QJ0283
 QJ0283  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0283  COUNTRY     -  US
 QJ0283  USGS QUAD   -  ADAMS POINT (2017)
 QJ0283
 QJ0283                         *CURRENT SURVEY CONTROL
 QJ0283  ______________________________________________________________________
 QJ0283* NAD 83(1994) POSITION- 45 24 42.46611(N) 083 42 41.04199(W)   ADJUSTED
 QJ0283* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON3
 QJ0283  ______________________________________________________________________
 QJ0283  GEOID HEIGHT    -        -36.924 (meters)                     GEOID18
 QJ0283  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 QJ0283  HORZ ORDER      -  THIRD
 QJ0283
 QJ0283.The horizontal coordinates were established by classical geodetic methods
 QJ0283.and adjusted by the National Geodetic Survey in February 1997.
 QJ0283
 QJ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0283
 QJ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0283.GEOID18 height accuracy estimate available here.
 QJ0283
 QJ0283.Click photographs - Photos may exist for this station.
 QJ0283
 QJ0283.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0283
 QJ0283. The following values were computed from the NAD 83(1994) position.
 QJ0283
 QJ0283;                    North         East     Units Scale Factor Converg.
 QJ0283;SPC MI C     -   233,020.919 6,051,290.912   MT  0.99994611   +0 27 46.4
 QJ0283;SPC MI C     -   764,504.33 19,853,316.64   iFT  0.99994611   +0 27 46.4
 QJ0283;UTM  17      - 5,032,273.867   287,837.486   MT  1.00015347   -1 55 54.1
 QJ0283
 QJ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0283!SPC MI C     -   0.99997795  x   0.99994611  =   0.99992407
 QJ0283!UTM  17      -   0.99997795  x   1.00015347  =   1.00013142
 QJ0283
 QJ0283:                Primary Azimuth Mark                     Grid Az
 QJ0283:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  109 09 46.6
 QJ0283:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  111 33 27.1
 QJ0283
 QJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8783732273(NAD 83)
 QJ0283
 QJ0283|---------------------------------------------------------------------|
 QJ0283| PID    Reference Object                     Distance      Geod. Az  |
 QJ0283|                                                           dddmmss.s |
 QJ0283| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX.18.2 KM 1093733.0 |
 QJ0283| QJ0284 H 13 MI 79                          243.359 METERS 31249     |
 QJ0283|---------------------------------------------------------------------|
 QJ0283
 QJ0283                          SUPERSEDED SURVEY CONTROL
 QJ0283
 QJ0283  NAD 83(1986)-  45 24 42.45746(N)    083 42 41.04337(W) AD(       ) 3
 QJ0283  NAD 27      -  45 24 42.40801(N)    083 42 41.07206(W) AD(       ) 3
 QJ0283  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 QJ0283
 QJ0283.Superseded values are not recommended for survey control.
 QJ0283
 QJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0283.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0283
 QJ0283_MARKER: DD = SURVEY DISK
 QJ0283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0283+WITH SETTING: INFORMATION.
 QJ0283_STAMPING: H 14 MI 79
 QJ0283_MARK LOGO: NOS
 QJ0283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0283
 QJ0283  HISTORY     - Date     Condition        Report By
 QJ0283  HISTORY     - 1979     MONUMENTED       NOS
 QJ0283
 QJ0283                          STATION DESCRIPTION
 QJ0283
 QJ0283'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0283'STATION IS LOCATED EAST OF ROGERS CITY ON PROPERTY
 QJ0283'OWNED BY THE U.S.STEEL CORPORATIONS CALCITE PLANT.
 QJ0283'
 QJ0283'TO REACH THE STATION FROM THE MAIN GATE AT THE CALCITE PLANT
 QJ0283'PROCEED THROUGH THE GATE,UNDER THE OVERPASS TO A Y INTERSECT-
 QJ0283'ION . TAKE THE Y TO THE RIGHT AND FOLLOW THE GRAVEL ROAD
 QJ0283'AROUND THE PLANT FOR 0.75 MILES TO ANOTHER Y INTERSECTION.
 QJ0283'TAKE THE Y TO THE LEFT AND CONTINUE ON FOR 2.20 MILES,OVER
 QJ0283'A SMALL WOODEN BRIDGE, TO A T INTERSECTION. TAKE THIS ROAD
 QJ0283'TO THE RIGHT AND PROCEED THROUGH AN OLD GATE,NOT LOCKED,
 QJ0283'TO A NARROWER ROAD, 1.40 MILES PAST THE T INTERSECTION.
 QJ0283'TAKE THIS NARROW WINDING ROAD TO THE LEFT AND GO FOR
 QJ0283'3.40 MILES AND THE AREA OF THE STATION ON THE LEFT.
 QJ0283'
 QJ0283'THE STATION IS STAMPED---H 14 MI 79---,AND IS A STANDARD
 QJ0283'ALUMINUM NOS DISK SECURED TO THE TOP OF A 42 INCH ALUMINUM
 QJ0283'ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A
 QJ0283'MASS OF CONCRETE.
 QJ0283'
 QJ0283'THE STATION IS 18.3 FEET NORTH-NORTHEAST OF A NOS WITNESS
 QJ0283'POST SIGN,9.30 FEET SOUTH OF A P.K.NAIL SET ON THE NORTH
 QJ0283'SIDE OF 2-2 INCH ELMS. THE STATION IS 18.0 FEET SOUTH
 QJ0283'OF THE EXISTING WATERS EDGE.
 QJ0283'
 QJ0283'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.52 METERS.
 QJ0283'
 QJ0283'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0023 ***********************************************************************
 OJ0023  DESIGNATION -  H 14 USLS
 OJ0023  PID         -  OJ0023
 OJ0023  STATE/COUNTY-  MI/ST CLAIR
 OJ0023  COUNTRY     -  US
 OJ0023  USGS QUAD   -  LAKEPORT (2017)
 OJ0023
 OJ0023                         *CURRENT SURVEY CONTROL
 OJ0023  ______________________________________________________________________
 OJ0023* NAD 83(1986) POSITION- 43 03 07.     (N) 082 27 12.     (W)   SCALED
 OJ0023* NAVD 88 ORTHO HEIGHT -   181.109 (meters)      594.19  (feet) ADJUSTED
 OJ0023  ______________________________________________________________________
 OJ0023  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 OJ0023  DYNAMIC HEIGHT  -        181.065 (meters)      594.04  (feet) COMP
 OJ0023  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 OJ0023
 OJ0023  VERT ORDER      -  FIRST     CLASS 0
 OJ0023
 OJ0023.The horizontal coordinates were scaled from a map and have
 OJ0023.an estimated accuracy of +/- 6 seconds.
 OJ0023
 OJ0023.The orthometric height was determined by differential leveling and
 OJ0023.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0023.in June 1991.
 OJ0023
 OJ0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0023.GEOID18 height accuracy estimate available here.
 OJ0023
 OJ0023.Click photographs - Photos may exist for this station.
 OJ0023
 OJ0023.The dynamic height is computed by dividing the NAVD 88
 OJ0023.geopotential number by the normal gravity value computed on the
 OJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0023.degrees latitude (g = 980.6199 gals.).
 OJ0023
 OJ0023.The modeled gravity was interpolated from observed gravity values.
 OJ0023
 OJ0023;                    North         East    Units  Estimated Accuracy
 OJ0023;SPC MI S     -   174,160.    4,155,860.      MT  (+/- 180 meters Scaled)
 OJ0023
 OJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH816676(NAD 83)
 OJ0023
 OJ0023                          SUPERSEDED SURVEY CONTROL
 OJ0023
 OJ0023  NGVD 29 (11/26/84)  181.228  (m)          594.58   (f) ADJUSTED    1 0
 OJ0023
 OJ0023.Superseded values are not recommended for survey control.
 OJ0023
 OJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0023.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0023
 OJ0023_MARKER: DD = SURVEY DISK
 OJ0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0023_SP_SET: SILL
 OJ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0023+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 OJ0023
 OJ0023  HISTORY     - Date     Condition        Report By
 OJ0023  HISTORY     - 1937     MONUMENTED       USLS
 OJ0023  HISTORY     - 1970     GOOD             USLS
 OJ0023  HISTORY     - 1980     GOOD             NGS
 OJ0023  HISTORY     - 19950928 GOOD             USPSQD
 OJ0023  HISTORY     - 19970705 GOOD             USPSQD
 OJ0023  HISTORY     - 20020505 GOOD             USPSQD
 OJ0023
 OJ0023                          STATION DESCRIPTION
 OJ0023
 OJ0023'DESCRIBED BY US LAKE SURVEY 1970
 OJ0023'2.9 MI N FROM PORT HURON.
 OJ0023'H 14 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.9 MILES NORTH
 OJ0023'OF INTERSECTION OF GRATIOT AVENUE AND EDISON BLVD. IN PORT HURON,
 OJ0023'0.4 MILE SOUTH OF INTERSECTION OF HIGHWAY U.S. 25 AND LAKESHORE
 OJ0023'ROAD, ON EAST SIDE OF GRATIOT AVE. 28.9 FEET FROM NORTHWEST
 OJ0023'CORNER AND IN SILL OF WINDOW BETWEEN TWO DOORWAYS OF NORTH
 OJ0023'COBBLESTONE FACE OF DWELLING AT NO. 4900 LAKESHORE RD, 1-FOOT
 OJ0023'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER
 OJ0023'OF BRONZE DISC SET INTO TOP OF CONCRETE SILL.  BM H-14 1937
 OJ0023
 OJ0023                          STATION RECOVERY (1980)
 OJ0023
 OJ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0023'IN KEEWAHDIN, 1.4 KILOMETERS (0.9 MILE)NORTH-NORTHWEST ALONG LAKESHORE
 OJ0023'ROAD FROM THE JUNCTION OF LAKESHORE ROAD AND KEEWAHDIN ROAD, SET IN
 OJ0023'THE NORTH FACE OF HOUSE NUMBER 4900 LAKESHORE ROAD, SET VERTICALLY
 OJ0023'ON THE WINDOW SILL OF A WINDOW IN THE ROCK FOUNDATION BETWEEN TWO
 OJ0023'ENTRANCES ON NORTH SIDE OF HOUSE, 7.63 METERS (25 FEET) SOUTH OF THE
 OJ0023'SOUTH CURB OF THE ENTRANCE DRIVEWAY, 2.1 METERS (6.6 FEET) WEST OF
 OJ0023'THE WEST FACE OF THE WEST COBBLE STONE BANISTER, AND 0.182 METER
 OJ0023'(0.6 FOOT) EAST OF THE WEST END OF THE SILL.
 OJ0023'THE MARK IS 0.4 M ABOVE GROUND.
 OJ0023
 OJ0023                          STATION RECOVERY (1995)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0023'RECOVERED IN GOOD CONDITION.
 OJ0023
 OJ0023                          STATION RECOVERY (1997)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0023'RECOVERED IN GOOD CONDITION.
 OJ0023
 OJ0023                          STATION RECOVERY (2002)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1222 ***********************************************************************
 RL1222  DESIGNATION -  H 140
 RL1222  PID         -  RL1222
 RL1222  STATE/COUNTY-  MI/GOGEBIC
 RL1222  COUNTRY     -  US
 RL1222  USGS QUAD   -  WAKEFIELD NE (2017)
 RL1222
 RL1222                         *CURRENT SURVEY CONTROL
 RL1222  ______________________________________________________________________
 RL1222* NAD 83(1986) POSITION- 46 26 45.85   (N) 089 51 23.50   (W)   HD_HELD1
 RL1222* NAVD 88 ORTHO HEIGHT -   450.717 (meters)     1478.73  (feet) ADJUSTED
 RL1222  ______________________________________________________________________
 RL1222  GEOID HEIGHT    -        -30.885 (meters)                     GEOID18
 RL1222  DYNAMIC HEIGHT  -        450.723 (meters)     1478.75  (feet) COMP
 RL1222  MODELED GRAVITY -    980,614.3   (mgal)                       NAVD 88
 RL1222
 RL1222  VERT ORDER      -  SECOND    CLASS 0
 RL1222
 RL1222.The horizontal coordinates were determined by differentially corrected
 RL1222.hand held GPS observations or other comparable positioning techniques
 RL1222.and have an estimated accuracy of +/- 3 meters.
 RL1222
 RL1222.The orthometric height was determined by differential leveling and
 RL1222.adjusted by the NATIONAL GEODETIC SURVEY
 RL1222.in June 1991.
 RL1222
 RL1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1222.GEOID18 height accuracy estimate available here.
 RL1222
 RL1222.Click photographs - Photos may exist for this station.
 RL1222
 RL1222.The dynamic height is computed by dividing the NAVD 88
 RL1222.geopotential number by the normal gravity value computed on the
 RL1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1222.degrees latitude (g = 980.6199 gals.).
 RL1222
 RL1222.The modeled gravity was interpolated from observed gravity values.
 RL1222
 RL1222;                    North         East    Units  Estimated Accuracy
 RL1222;SPC MI N     -   188,757.7   7,780,576.8     MT  (+/- 3 meters HH1 GPS) 
 RL1222
 RL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8060147576(NAD 83)
 RL1222
 RL1222                          SUPERSEDED SURVEY CONTROL
 RL1222
 RL1222  NGVD 29 (??/??/92)  450.724  (m)         1478.75   (f) ADJ UNCH    2 0
 RL1222
 RL1222.Superseded values are not recommended for survey control.
 RL1222
 RL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1222.See file dsdata.pdf to determine how the superseded data were derived.
 RL1222
 RL1222_MARKER: DB = BENCH MARK DISK
 RL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1222_STAMPING: H 140 1948
 RL1222_MARK LOGO: CGS
 RL1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1222+STABILITY: SURFACE MOTION
 RL1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1222+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RL1222
 RL1222  HISTORY     - Date     Condition        Report By
 RL1222  HISTORY     - 1948     MONUMENTED       CGS
 RL1222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1222  HISTORY     - 19910814 GOOD             MIDT
 RL1222  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1222  HISTORY     - 20000817 GOOD             MIDT
 RL1222  HISTORY     - 20040806 GOOD             USPSQD
 RL1222
 RL1222                          STATION DESCRIPTION
 RL1222
 RL1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1222'4.4 MI SE FROM WAKEFIELD.
 RL1222'ABOUT 4.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1222'SCHOOL AT WAKEFIELD, ABOUT 0.6 MILE SOUTHEAST OF THE BRIDGE
 RL1222'OVER JACKSON CREEK, ABOUT 0.2 MILE SOUTHEAST OF AN EAST-WEST
 RL1222'CROSSROAD, AT A SMALL GROVE OF PINE TREES, 166 FEET SOUTH AND
 RL1222'ACROSS A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF A BARN, 79
 RL1222'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 67 FEET
 RL1222'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST
 RL1222'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET
 RL1222'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL1222
 RL1222                          STATION RECOVERY (1987)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1222'MARK NOT FOUND.
 RL1222
 RL1222                          STATION RECOVERY (1991)
 RL1222
 RL1222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1222'RECOVERED WITH FOLLOWING CHANGES.  THE BARN MENTION IN THE DESCRIPTION
 RL1222'IS GONE.  IT IS 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 RL1222
 RL1222                          STATION RECOVERY (1995)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1222'MARK NOT FOUND.
 RL1222
 RL1222                          STATION RECOVERY (2000)
 RL1222
 RL1222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1222'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-28 AND US-2 IN
 RL1222'WAKEFIELD GO EAST ALONG US-2 7.537 KM TO THE MARK ON LEFT.  34.3 M
 RL1222'WEST OF POWER POLE NO. 30-39/77, 24.2 M SOUTHWEST OF CENTERLINE OF
 RL1222'GRAVEL ROAD (OLD US-2), 20.4 M NORTHEAST OF CENTERLINE OF US-2, 0.3 M
 RL1222'EAST OF A WITNESS POST, 0.05 M ABOVE GROUND AND LEVEL WITH HWY US-2.
 RL1222
 RL1222                          STATION RECOVERY (2004)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0980 ***********************************************************************
 RL0980  DESIGNATION -  H 141
 RL0980  PID         -  RL0980
 RL0980  STATE/COUNTY-  MI/GOGEBIC
 RL0980  COUNTRY     -  US
 RL0980  USGS QUAD   -  THAYER (2017)
 RL0980
 RL0980                         *CURRENT SURVEY CONTROL
 RL0980  ______________________________________________________________________
 RL0980* NAD 83(1986) POSITION- 46 20 02.14   (N) 089 28 00.97   (W)   HD_HELD1
 RL0980* NAVD 88 ORTHO HEIGHT -   468.178 (meters)     1536.01  (feet) ADJUSTED
 RL0980  ______________________________________________________________________
 RL0980  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 RL0980  DYNAMIC HEIGHT  -        468.189 (meters)     1536.05  (feet) COMP
 RL0980  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 RL0980
 RL0980  VERT ORDER      -  SECOND    CLASS 0
 RL0980
 RL0980.The horizontal coordinates were determined by differentially corrected
 RL0980.hand held GPS observations or other comparable positioning techniques
 RL0980.and have an estimated accuracy of +/- 3 meters.
 RL0980
 RL0980.The orthometric height was determined by differential leveling and
 RL0980.adjusted by the NATIONAL GEODETIC SURVEY
 RL0980.in June 1991.
 RL0980
 RL0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0980.GEOID18 height accuracy estimate available here.
 RL0980
 RL0980.Click photographs - Photos may exist for this station.
 RL0980
 RL0980.The dynamic height is computed by dividing the NAVD 88
 RL0980.geopotential number by the normal gravity value computed on the
 RL0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0980.degrees latitude (g = 980.6199 gals.).
 RL0980
 RL0980.The modeled gravity was interpolated from observed gravity values.
 RL0980
 RL0980;                    North         East    Units  Estimated Accuracy
 RL0980;SPC MI N     -   175,294.5   7,810,104.9     MT  (+/- 3 meters HH1 GPS) 
 RL0980
 RL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1013434107(NAD 83)
 RL0980
 RL0980                          SUPERSEDED SURVEY CONTROL
 RL0980
 RL0980  NGVD 29 (??/??/92)  468.195  (m)         1536.07   (f) ADJ UNCH    2 0
 RL0980
 RL0980.Superseded values are not recommended for survey control.
 RL0980
 RL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0980.See file dsdata.pdf to determine how the superseded data were derived.
 RL0980
 RL0980_MARKER: DB = BENCH MARK DISK
 RL0980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0980_SP_SET: BRIDGE ABUTMENT
 RL0980_STAMPING: H 141 1948
 RL0980_MARK LOGO: CGS
 RL0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0980+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RL0980
 RL0980  HISTORY     - Date     Condition        Report By
 RL0980  HISTORY     - 1948     MONUMENTED       CGS
 RL0980  HISTORY     - 1987     GOOD             USPSQD
 RL0980  HISTORY     - 19950830 GOOD             MIDT
 RL0980  HISTORY     - 20050414 GOOD             GEOCAC
 RL0980
 RL0980                          STATION DESCRIPTION
 RL0980
 RL0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0980'12.8 MI E FROM MARENISCO.
 RL0980'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0980'AND NORTHWESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0980'12.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 1.1 MILES
 RL0980'SOUTHEAST OF THE BRIDGE OVER TENDERFOOT CREEK, SET IN THE
 RL0980'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF AN 18-FOOT CONCRETE
 RL0980'BRIDGE, ABOUT 350 FEET SOUTHEAST OF A HOUSE ON SOUTHWEST SIDE
 RL0980'OF HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0980'0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND
 RL0980'1 1/2 FEET BELOW THE HIGHWAY.
 RL0980
 RL0980                          STATION RECOVERY (1987)
 RL0980
 RL0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0980'RECOVERED IN GOOD CONDITION.
 RL0980
 RL0980                          STATION RECOVERY (1995)
 RL0980
 RL0980'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0980'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF MARENISCO AND
 RL0980'ABOUT 1.1 MIL SOUTHEAST OF TENDERFOOT CREEK. TO REACH FROM THE
 RL0980'JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY M-64 AT MARENISCO, GO
 RL0980'SOUTHEAST ALONG HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A ROAD RIGHT.
 RL0980'TURN RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 1.5 MI (2.4 KM) TO THE MARK
 RL0980'ON THE RIGHT IN AN 18.0 FT (5.5 M) LONG CONCRETE BRIDGE, IN THE
 RL0980'SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.  IT IS 23.0 FT
 RL0980'(7.0 M) SOUTHWEST OF THE ROAD CENTERLINE, 0.6 FT (18.3 CM) NORTHEAST
 RL0980'OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT 1.5 FT (0.5 M) BELOW
 RL0980'THE HIGHWAY.
 RL0980
 RL0980                          STATION RECOVERY (2005)
 RL0980
 RL0980'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1202 ***********************************************************************
 RL1202  DESIGNATION -  H 142
 RL1202  PID         -  RL1202
 RL1202  STATE/COUNTY-  MI/GOGEBIC
 RL1202  COUNTRY     -  US
 RL1202  USGS QUAD   -  MARENISCO (2017)
 RL1202
 RL1202                         *CURRENT SURVEY CONTROL
 RL1202  ______________________________________________________________________
 RL1202* NAD 83(1986) POSITION- 46 23 55.     (N) 089 37 47.     (W)   SCALED
 RL1202* NAVD 88 ORTHO HEIGHT -   486.516 (meters)     1596.18  (feet) ADJUSTED
 RL1202  ______________________________________________________________________
 RL1202  GEOID HEIGHT    -        -31.062 (meters)                     GEOID18
 RL1202  DYNAMIC HEIGHT  -        486.519 (meters)     1596.19  (feet) COMP
 RL1202  MODELED GRAVITY -    980,605.9   (mgal)                       NAVD 88
 RL1202
 RL1202  VERT ORDER      -  SECOND    CLASS 0
 RL1202
 RL1202.The horizontal coordinates were scaled from a map and have
 RL1202.an estimated accuracy of +/- 6 seconds.
 RL1202
 RL1202.The orthometric height was determined by differential leveling and
 RL1202.adjusted by the NATIONAL GEODETIC SURVEY
 RL1202.in June 1991.
 RL1202
 RL1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1202.GEOID18 height accuracy estimate available here.
 RL1202
 RL1202.Click photographs - Photos may exist for this station.
 RL1202
 RL1202.The dynamic height is computed by dividing the NAVD 88
 RL1202.geopotential number by the normal gravity value computed on the
 RL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1202.degrees latitude (g = 980.6199 gals.).
 RL1202
 RL1202.The modeled gravity was interpolated from observed gravity values.
 RL1202
 RL1202;                    North         East    Units  Estimated Accuracy
 RL1202;SPC MI N     -   182,880.    7,797,820.      MT  (+/- 180 meters Scaled)
 RL1202
 RL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS978416(NAD 83)
 RL1202
 RL1202                          SUPERSEDED SURVEY CONTROL
 RL1202
 RL1202  NGVD 29 (??/??/92)  486.513  (m)         1596.17   (f) ADJ UNCH    2 0
 RL1202
 RL1202.Superseded values are not recommended for survey control.
 RL1202
 RL1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1202.See file dsdata.pdf to determine how the superseded data were derived.
 RL1202
 RL1202_MARKER: DB = BENCH MARK DISK
 RL1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1202_SP_SET: BRIDGE
 RL1202_STAMPING: H 142 1948
 RL1202_MARK LOGO: CGS
 RL1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1202+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 RL1202
 RL1202  HISTORY     - Date     Condition        Report By
 RL1202  HISTORY     - 1948     MONUMENTED       CGS
 RL1202  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1202  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1202  HISTORY     - 20040805 GOOD             USPSQD
 RL1202  HISTORY     - 20090616 GOOD             MIDT
 RL1202
 RL1202                          STATION DESCRIPTION
 RL1202
 RL1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1202'4.2 MI NE FROM MARENISCO.
 RL1202'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1202'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1202'1.45 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2, SET IN
 RL1202'THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A
 RL1202'6-FOOT CONCRETE BRIDGE, 14.5 FEET NORTHWEST OF THE CENTER LINE
 RL1202'OF THE HIGHWAY, 15 FEET EAST OF POWER POLE NO. 97 AND ABOUT
 RL1202'LEVEL WITH THE ROAD.
 RL1202
 RL1202                          STATION RECOVERY (1987)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1202'MARK NOT FOUND.
 RL1202
 RL1202                          STATION RECOVERY (1995)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1202'MARK NOT FOUND.
 RL1202
 RL1202                          STATION RECOVERY (2004)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1202'RECOVERED IN GOOD CONDITION.
 RL1202
 RL1202                          STATION RECOVERY (2009)
 RL1202
 RL1202'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RL1202'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1048 ***********************************************************************
 RL1048  DESIGNATION -  H 144
 RL1048  PID         -  RL1048
 RL1048  STATE/COUNTY-  MI/ONTONAGON
 RL1048  COUNTRY     -  US
 RL1048  USGS QUAD   -  BEATON (2017)
 RL1048
 RL1048                         *CURRENT SURVEY CONTROL
 RL1048  ______________________________________________________________________
 RL1048* NAD 83(1986) POSITION- 46 20 33.1    (N) 089 17 16.0    (W)   HD_HELD2
 RL1048* NAVD 88 ORTHO HEIGHT -   490.009 (meters)     1607.64  (feet) ADJUSTED
 RL1048  ______________________________________________________________________
 RL1048  GEOID HEIGHT    -        -31.282 (meters)                     GEOID18
 RL1048  DYNAMIC HEIGHT  -        490.023 (meters)     1607.68  (feet) COMP
 RL1048  MODELED GRAVITY -    980,627.1   (mgal)                       NAVD 88
 RL1048
 RL1048  VERT ORDER      -  SECOND    CLASS 0
 RL1048
 RL1048.The horizontal coordinates were established by autonomous hand held GPS
 RL1048.observations and have an estimated accuracy of +/- 10 meters.
 RL1048
 RL1048.The orthometric height was determined by differential leveling and
 RL1048.adjusted by the NATIONAL GEODETIC SURVEY
 RL1048.in June 1991.
 RL1048
 RL1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1048.GEOID18 height accuracy estimate available here.
 RL1048
 RL1048.Click photographs - Photos may exist for this station.
 RL1048
 RL1048.The dynamic height is computed by dividing the NAVD 88
 RL1048.geopotential number by the normal gravity value computed on the
 RL1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1048.degrees latitude (g = 980.6199 gals.).
 RL1048
 RL1048.The modeled gravity was interpolated from observed gravity values.
 RL1048
 RL1048;                    North         East    Units  Estimated Accuracy
 RL1048;SPC MI N     -   175,836.    7,823,919.      MT  (+/- 10 meters HH2 GPS)
 RL1048
 RL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2395034649(NAD 83)
 RL1048
 RL1048                          SUPERSEDED SURVEY CONTROL
 RL1048
 RL1048  NGVD 29 (??/??/92)  490.030  (m)         1607.71   (f) ADJ UNCH    2 0
 RL1048
 RL1048.Superseded values are not recommended for survey control.
 RL1048
 RL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1048.See file dsdata.pdf to determine how the superseded data were derived.
 RL1048
 RL1048_MARKER: DB = BENCH MARK DISK
 RL1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1048_STAMPING: H 144 1948
 RL1048_MARK LOGO: CGS
 RL1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1048+STABILITY: SURFACE MOTION
 RL1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1048+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1048
 RL1048  HISTORY     - Date     Condition        Report By
 RL1048  HISTORY     - 1948     MONUMENTED       CGS
 RL1048  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1048  HISTORY     - 20040925 GOOD             GEOCAC
 RL1048
 RL1048                          STATION DESCRIPTION
 RL1048
 RL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1048'10 MI SW FROM PAULDING.
 RL1048'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1048'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1048'ROAD, THENCE ABOUT 4.05 MILES SOUTH ALONG A GRAVEL ROAD LEADING
 RL1048'TO COUNTY LINE LAKE, ABOUT 0.4 MILE NORTH OF A ROAD LEADING
 RL1048'EAST TO PUBLIC FISHING SITE, 265 FEET SOUTH OF THE CENTER OF
 RL1048'THE JUNCTION OF A ROAD NORTHEAST, 69 FEET NORTHEAST AND ACROSS
 RL1048'THE ROAD FROM THE CENTER OF GATE AT ENTRANCE TO CAMP SCHOOLCRAFT,
 RL1048'29 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST
 RL1048'OF A TRIANGULAR BLAZED 18-INCH BIRCH TREE, 9 FEET SOUTH OF A
 RL1048'TRIANGULAR BLAZED 7-INCH HARD MAPLE TREE, 2 FEET SOUTH OF A
 RL1048'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN
 RL1048'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1048
 RL1048                          STATION RECOVERY (2001)
 RL1048
 RL1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1048'MARK NOT FOUND.
 RL1048
 RL1048                          STATION RECOVERY (2004)
 RL1048
 RL1048'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1254 ***********************************************************************
 RL1254  DESIGNATION -  H 145
 RL1254  PID         -  RL1254
 RL1254  STATE/COUNTY-  MI/GOGEBIC
 RL1254  COUNTRY     -  US
 RL1254  USGS QUAD   -  CHANEY LAKE (2017)
 RL1254
 RL1254                         *CURRENT SURVEY CONTROL
 RL1254  ______________________________________________________________________
 RL1254* NAD 83(1986) POSITION- 46 20 54.01   (N) 089 55 49.07   (W)   HD_HELD1
 RL1254* NAVD 88 ORTHO HEIGHT -   522.800 (meters)     1715.22  (feet) ADJUSTED
 RL1254  ______________________________________________________________________
 RL1254  GEOID HEIGHT    -        -30.927 (meters)                     GEOID18
 RL1254  DYNAMIC HEIGHT  -        522.793 (meters)     1715.20  (feet) COMP
 RL1254  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 RL1254
 RL1254  VERT ORDER      -  SECOND    CLASS 0
 RL1254
 RL1254.The horizontal coordinates were determined by differentially corrected
 RL1254.hand held GPS observations or other comparable positioning techniques
 RL1254.and have an estimated accuracy of +/- 3 meters.
 RL1254
 RL1254.The orthometric height was determined by differential leveling and
 RL1254.adjusted by the NATIONAL GEODETIC SURVEY
 RL1254.in June 1991.
 RL1254
 RL1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1254.GEOID18 height accuracy estimate available here.
 RL1254
 RL1254.Click photographs - Photos may exist for this station.
 RL1254
 RL1254.The dynamic height is computed by dividing the NAVD 88
 RL1254.geopotential number by the normal gravity value computed on the
 RL1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1254.degrees latitude (g = 980.6199 gals.).
 RL1254
 RL1254.The modeled gravity was interpolated from observed gravity values.
 RL1254
 RL1254;                    North         East    Units  Estimated Accuracy
 RL1254;SPC MI N     -   178,109.0   7,774,511.3     MT  (+/- 3 meters HH1 GPS) 
 RL1254
 RL1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7453236924(NAD 83)
 RL1254
 RL1254                          SUPERSEDED SURVEY CONTROL
 RL1254
 RL1254  NGVD 29 (??/??/92)  522.785  (m)         1715.17   (f) ADJ UNCH    2 0
 RL1254
 RL1254.Superseded values are not recommended for survey control.
 RL1254
 RL1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1254.See file dsdata.pdf to determine how the superseded data were derived.
 RL1254
 RL1254_MARKER: DB = BENCH MARK DISK
 RL1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1254_STAMPING: H 145 1948
 RL1254_MARK LOGO: CGS
 RL1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1254+STABILITY: SURFACE MOTION
 RL1254
 RL1254  HISTORY     - Date     Condition        Report By
 RL1254  HISTORY     - 1948     MONUMENTED       CGS
 RL1254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1254  HISTORY     - 19960624 GOOD             USPSQD
 RL1254  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1254
 RL1254                          STATION DESCRIPTION
 RL1254
 RL1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1254'9 MI S FROM WAKEFIELD.
 RL1254'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1254'HALL AT WAKEFIELD, THENCE ABOUT 8.4 MILES SOUTH ALONG CHANEY
 RL1254'LAKE ROAD, ABOUT 0.2 MILE NORTHWEST OF A ROAD LEADING SOUTHWEST,
 RL1254'ABOUT 0.1 MILE SOUTH OF A ROAD SOUTHEAST, 36 FEET NORTHEAST
 RL1254'OF THE CENTER LINE OF THE ROAD, 77 FEET NORTHEAST AND ACROSS
 RL1254'THE ROAD FROM A CONCRETE ROAD MARKER POST, 50 FEET NORTH-NORTHEAST
 RL1254'OF A TRIANGULAR BLAZED 22-INCH BIRCH TREE, 4 FEET SOUTH OF A
 RL1254'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 1 FOOT NORTH-NORTHWEST
 RL1254'OF A CONCRETE ROAD MARKER POST, 2 FEET BELOW THE ROAD
 RL1254'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1254
 RL1254                          STATION RECOVERY (1988)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1254'MARK NOT FOUND.
 RL1254
 RL1254                          STATION RECOVERY (1996)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1254'RECOVERED IN GOOD CONDITION.
 RL1254
 RL1254                          STATION RECOVERY (2004)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1164 ***********************************************************************
 RL1164  DESIGNATION -  H 146
 RL1164  PID         -  RL1164
 RL1164  STATE/COUNTY-  MI/GOGEBIC
 RL1164  COUNTRY     -  US
 RL1164  USGS QUAD   -  GOGEBIC (2017)
 RL1164
 RL1164                         *CURRENT SURVEY CONTROL
 RL1164  ______________________________________________________________________
 RL1164* NAD 83(1986) POSITION- 46 19 40.28   (N) 089 32 53.52   (W)   HD_HELD1
 RL1164* NAVD 88 ORTHO HEIGHT -   479.973 (meters)     1574.71  (feet) ADJUSTED
 RL1164  ______________________________________________________________________
 RL1164  GEOID HEIGHT    -        -31.003 (meters)                     GEOID18
 RL1164  DYNAMIC HEIGHT  -        479.985 (meters)     1574.75  (feet) COMP
 RL1164  MODELED GRAVITY -    980,623.6   (mgal)                       NAVD 88
 RL1164
 RL1164  VERT ORDER      -  SECOND    CLASS 0
 RL1164
 RL1164.The horizontal coordinates were determined by differentially corrected
 RL1164.hand held GPS observations or other comparable positioning techniques
 RL1164.and have an estimated accuracy of +/- 3 meters.
 RL1164
 RL1164.The orthometric height was determined by differential leveling and
 RL1164.adjusted by the NATIONAL GEODETIC SURVEY
 RL1164.in June 1991.
 RL1164
 RL1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1164.GEOID18 height accuracy estimate available here.
 RL1164
 RL1164.Click photographs - Photos may exist for this station.
 RL1164
 RL1164.The dynamic height is computed by dividing the NAVD 88
 RL1164.geopotential number by the normal gravity value computed on the
 RL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1164.degrees latitude (g = 980.6199 gals.).
 RL1164
 RL1164.The modeled gravity was interpolated from observed gravity values.
 RL1164
 RL1164;                    North         East    Units  Estimated Accuracy
 RL1164;SPC MI N     -   174,817.8   7,803,829.9     MT  (+/- 3 meters HH1 GPS) 
 RL1164
 RL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0385833631(NAD 83)
 RL1164
 RL1164                          SUPERSEDED SURVEY CONTROL
 RL1164
 RL1164  NGVD 29 (??/??/92)  479.987  (m)         1574.76   (f) ADJ UNCH    2 0
 RL1164
 RL1164.Superseded values are not recommended for survey control.
 RL1164
 RL1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1164.See file dsdata.pdf to determine how the superseded data were derived.
 RL1164
 RL1164_MARKER: DB = BENCH MARK DISK
 RL1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1164_STAMPING: H 146 1948
 RL1164_MARK LOGO: CGS
 RL1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1164+STABILITY: SURFACE MOTION
 RL1164
 RL1164  HISTORY     - Date     Condition        Report By
 RL1164  HISTORY     - 1948     MONUMENTED       CGS
 RL1164
 RL1164                          STATION DESCRIPTION
 RL1164
 RL1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1164'3.4 MI SW FROM GOGEBIC STATION.
 RL1164'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM THE CROSSING OF
 RL1164'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1164'ABOUT 2.85 MILES SOUTHWEST ALONG A TRAIL, ABOUT 0.45 MILE
 RL1164'SOUTHWEST OF A SMALL STREAM, ABOUT 0.2 MILE NORTHEAST OF AN
 RL1164'18-INCH PIPE CULVERT, ABOUT 0.35 MILE NORTHEAST OF AN 18-INCH
 RL1164'PIPE CULVERT, 194 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 RL1164'OF A TRAIL WEST, 71 FEET NORTH AND ACROSS THE TRAIL FROM A
 RL1164'TRIANGULAR BLAZED HARD MAPLE TREE, 24 FEET NORTHWEST OF THE
 RL1164'CENTER LINE OF THE ROAD, 24 FEET SOUTHEAST OF AN 8-INCH WILD
 RL1164'CHERRY TREE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RL1164'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1164'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL1052 ***********************************************************************
 RL1052  DESIGNATION -  H 147
 RL1052  PID         -  RL1052
 RL1052  STATE/COUNTY-  MI/ONTONAGON
 RL1052  COUNTRY     -  US
 RL1052  USGS QUAD   -  CHOATE (2017)
 RL1052
 RL1052                         *CURRENT SURVEY CONTROL
 RL1052  ______________________________________________________________________
 RL1052* NAD 83(1986) POSITION- 46 29 37.33   (N) 089 15 42.60   (W)   HD_HELD1
 RL1052* NAVD 88 ORTHO HEIGHT -   396.689 (meters)     1301.47  (feet) ADJUSTED
 RL1052  ______________________________________________________________________
 RL1052  GEOID HEIGHT    -        -31.759 (meters)                     GEOID18
 RL1052  DYNAMIC HEIGHT  -        396.699 (meters)     1301.50  (feet) COMP
 RL1052  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 RL1052
 RL1052  VERT ORDER      -  SECOND    CLASS 0
 RL1052
 RL1052.The horizontal coordinates were determined by differentially corrected
 RL1052.hand held GPS observations or other comparable positioning techniques
 RL1052.and have an estimated accuracy of +/- 3 meters.
 RL1052
 RL1052.The orthometric height was determined by differential leveling and
 RL1052.adjusted by the NATIONAL GEODETIC SURVEY
 RL1052.in June 1991.
 RL1052
 RL1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1052.GEOID18 height accuracy estimate available here.
 RL1052
 RL1052.Click photographs - Photos may exist for this station.
 RL1052
 RL1052.The dynamic height is computed by dividing the NAVD 88
 RL1052.geopotential number by the normal gravity value computed on the
 RL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1052.degrees latitude (g = 980.6199 gals.).
 RL1052
 RL1052.The modeled gravity was interpolated from observed gravity values.
 RL1052
 RL1052;                    North         East    Units  Estimated Accuracy
 RL1052;SPC MI N     -   192,575.2   7,826,395.0     MT  (+/- 3 meters HH1 GPS) 
 RL1052
 RL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2642751389(NAD 83)
 RL1052
 RL1052                          SUPERSEDED SURVEY CONTROL
 RL1052
 RL1052  NGVD 29 (??/??/92)  396.698  (m)         1301.50   (f) ADJ UNCH    2 0
 RL1052
 RL1052.Superseded values are not recommended for survey control.
 RL1052
 RL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1052.See file dsdata.pdf to determine how the superseded data were derived.
 RL1052
 RL1052_MARKER: DB = BENCH MARK DISK
 RL1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1052_STAMPING: H 147 1948
 RL1052_MARK LOGO: CGS
 RL1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1052+STABILITY: SURFACE MOTION
 RL1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1052+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1052
 RL1052  HISTORY     - Date     Condition        Report By
 RL1052  HISTORY     - 1948     MONUMENTED       CGS
 RL1052  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1052  HISTORY     - 20040925 GOOD             GEOCAC
 RL1052
 RL1052                          STATION DESCRIPTION
 RL1052
 RL1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1052'3.8 MI SE FROM EWEN.
 RL1052'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1052'CHURCH AT EWEN, THENCE ABOUT 2.85 MILES SOUTH ALONG A GRAVEL
 RL1052'ROAD, ABOUT 0.25 MILE SOUTH OF A FARM HOUSE ON WEST SIDE OF
 RL1052'ROAD, AT THE NORTHWEST CORNER OF A CLEARING ON THE EAST SIDE
 RL1052'OF ROAD, 49 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RL1052'ASPEN TREE, 23 FEET SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH
 RL1052'BIRCH TREE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 RL1052'EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 RL1052'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 RL1052'A CONCRETE POST PROJECTING 6 INCHES.
 RL1052
 RL1052                          STATION RECOVERY (2001)
 RL1052
 RL1052'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1052'MARK NOT FOUND.
 RL1052
 RL1052                          STATION RECOVERY (2004)
 RL1052
 RL1052'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1052'ROAD NAME IS CHOATE ROAD.  MARK IS 2 FT BELOW LEVEL WITH THE ROAD AND
 RL1052'PROJECTING 3-INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 SG0070 ***********************************************************************
 SG0070  DESIGNATION -  H 148
 SG0070  PID         -  SG0070
 SG0070  STATE/COUNTY-  MI/HOUGHTON
 SG0070  COUNTRY     -  US
 SG0070  USGS QUAD   -  CHASSELL (2017)
 SG0070
 SG0070                         *CURRENT SURVEY CONTROL
 SG0070  ______________________________________________________________________
 SG0070* NAD 83(1986) POSITION- 47 07 11.     (N) 088 35 25.     (W)   SCALED
 SG0070* NAVD 88 ORTHO HEIGHT -   190.089 (meters)      623.65  (feet) ADJUSTED
 SG0070  ______________________________________________________________________
 SG0070  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 SG0070  DYNAMIC HEIGHT  -        190.117 (meters)      623.74  (feet) COMP
 SG0070  MODELED GRAVITY -    980,757.6   (mgal)                       NAVD 88
 SG0070
 SG0070  VERT ORDER      -  FIRST     CLASS II
 SG0070
 SG0070.The horizontal coordinates were scaled from a map and have
 SG0070.an estimated accuracy of +/- 6 seconds.
 SG0070
 SG0070.The orthometric height was determined by differential leveling and
 SG0070.adjusted by the NATIONAL GEODETIC SURVEY
 SG0070.in June 1991.
 SG0070
 SG0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 SG0070.GEOID18 height accuracy estimate available here.
 SG0070
 SG0070.Click photographs - Photos may exist for this station.
 SG0070
 SG0070.The dynamic height is computed by dividing the NAVD 88
 SG0070.geopotential number by the normal gravity value computed on the
 SG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0070.degrees latitude (g = 980.6199 gals.).
 SG0070
 SG0070.The modeled gravity was interpolated from observed gravity values.
 SG0070
 SG0070;                    North         East    Units  Estimated Accuracy
 SG0070;SPC MI N     -   260,900.    7,879,330.      MT  (+/- 180 meters Scaled)
 SG0070
 SG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT793196(NAD 83)
 SG0070
 SG0070                          SUPERSEDED SURVEY CONTROL
 SG0070
 SG0070  NGVD 29 (??/??/92)  190.098  (m)          623.68   (f) ADJ UNCH    1 2
 SG0070
 SG0070.Superseded values are not recommended for survey control.
 SG0070
 SG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0070.See file dsdata.pdf to determine how the superseded data were derived.
 SG0070
 SG0070_MARKER: DB = BENCH MARK DISK
 SG0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SG0070_SP_SET: DRAIN TRAP
 SG0070_STAMPING: H 148 1948
 SG0070_MARK LOGO: CGS
 SG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0070+STABILITY: SURFACE MOTION
 SG0070
 SG0070  HISTORY     - Date     Condition        Report By
 SG0070  HISTORY     - 1948     MONUMENTED       CGS
 SG0070  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 SG0070
 SG0070                          STATION DESCRIPTION
 SG0070
 SG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0070'1 MI W FROM HOUGHTON.
 SG0070'ABOUT 0.95 MILE WEST ALONG THE COPPER RANGE RAILROAD FROM THE
 SG0070'STATION AT HOUGHTON, BETWEEN A BLACK TOP ROAD AND THE RAILROAD, SET
 SG0070'IN THE NORTHWEST CORNER OF A DRAIN TRAP (CONCRETE), 287 FEET EAST
 SG0070'OF THE CENTER OF THE CROSSING OF THE BLACK TOP ROAD AND THE
 SG0070'RAILROAD, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 SG0070'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 28 FEET EAST OF A
 SG0070'TELEPHONE POLE, AND 1 1/2 FEET ABOVE THE TRACK.  NOTE-- TO REACH
 SG0070'FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 41 AT
 SG0070'HOUGHTON GO ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 26, THENCE
 SG0070'ABOUT 0.3 MILE WEST ALONG A BLACK TOP ROAD.
 SG0070
 SG0070                          STATION RECOVERY (2005)
 SG0070
 SG0070'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0070'THERE HAS BEEN ROAD CONSTRUCTION AND OTHER CHANGES TO THE AREA.
 SG0070'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0554 ***********************************************************************
 RL0554  DESIGNATION -  H 149
 RL0554  PID         -  RL0554
 RL0554  STATE/COUNTY-  MI/HOUGHTON
 RL0554  COUNTRY     -  US
 RL0554  USGS QUAD   -  PINE LAKE (2017)
 RL0554
 RL0554                         *CURRENT SURVEY CONTROL
 RL0554  ______________________________________________________________________
 RL0554* NAD 83(1986) POSITION- 46 54 34.     (N) 088 37 30.     (W)   SCALED
 RL0554* NAVD 88 ORTHO HEIGHT -   245.977 (meters)      807.01  (feet) ADJUSTED
 RL0554  ______________________________________________________________________
 RL0554  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 RL0554  DYNAMIC HEIGHT  -        245.994 (meters)      807.07  (feet) COMP
 RL0554  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 RL0554
 RL0554  VERT ORDER      -  SECOND    CLASS 0
 RL0554
 RL0554.The horizontal coordinates were scaled from a map and have
 RL0554.an estimated accuracy of +/- 6 seconds.
 RL0554
 RL0554.The orthometric height was determined by differential leveling and
 RL0554.adjusted by the NATIONAL GEODETIC SURVEY
 RL0554.in June 1991.
 RL0554
 RL0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0554.GEOID18 height accuracy estimate available here.
 RL0554
 RL0554.Click photographs - Photos may exist for this station.
 RL0554
 RL0554.The dynamic height is computed by dividing the NAVD 88
 RL0554.geopotential number by the normal gravity value computed on the
 RL0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0554.degrees latitude (g = 980.6199 gals.).
 RL0554
 RL0554.The modeled gravity was interpolated from observed gravity values.
 RL0554
 RL0554;                    North         East    Units  Estimated Accuracy
 RL0554;SPC MI N     -   237,580.    7,876,210.      MT  (+/- 180 meters Scaled)
 RL0554
 RL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS762963(NAD 83)
 RL0554
 RL0554                          SUPERSEDED SURVEY CONTROL
 RL0554
 RL0554  NGVD 29 (??/??/92)  245.965  (m)          806.97   (f) ADJ UNCH    2 0
 RL0554
 RL0554.Superseded values are not recommended for survey control.
 RL0554
 RL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0554.See file dsdata.pdf to determine how the superseded data were derived.
 RL0554
 RL0554_MARKER: DB = BENCH MARK DISK
 RL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0554_STAMPING: H 149 1948
 RL0554_MARK LOGO: CGS
 RL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0554+STABILITY: SURFACE MOTION
 RL0554
 RL0554  HISTORY     - Date     Condition        Report By
 RL0554  HISTORY     - 1948     MONUMENTED       CGS
 RL0554  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0554
 RL0554                          STATION DESCRIPTION
 RL0554
 RL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0554'1 MI S FROM TAPIOLA.
 RL0554'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0554'AT A CROSS ROAD, 58 FEET SOUTHEAST OF THE CENTER OF THE
 RL0554'INTERSECTION, 46 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0554'34 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 30 FEET
 RL0554'EAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER NORTH-SOUTH
 RL0554'ROAD, 9 FEET NORTHWEST OF R.E.A, POWER POLE NO. J I 124, 12 FEET
 RL0554'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 1/2
 RL0554'FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD
 RL0554'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0554
 RL0554                          STATION RECOVERY (2004)
 RL0554
 RL0554'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0554'THERE HAS BEEN UNDERGROUND TELEPHONE CABLE CONSTRUCTION AT THE
 RL0554'DESCRIBED LOCATION AS WELL AS ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0276 ***********************************************************************
 QJ0276  DESIGNATION -  H 15 MI 79
 QJ0276  PID         -  QJ0276
 QJ0276  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0276  COUNTRY     -  US
 QJ0276  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0276
 QJ0276                         *CURRENT SURVEY CONTROL
 QJ0276  ______________________________________________________________________
 QJ0276* NAD 83(1994) POSITION- 45 21 18.72498(N) 083 35 03.57367(W)   ADJUSTED
 QJ0276* NAVD 88 ORTHO HEIGHT -   177.2   (meters)      581.    (feet) VERTCON3
 QJ0276  ______________________________________________________________________
 QJ0276  GEOID HEIGHT    -        -36.925 (meters)                     GEOID18
 QJ0276  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 QJ0276  HORZ ORDER      -  THIRD
 QJ0276
 QJ0276.The horizontal coordinates were established by classical geodetic methods
 QJ0276.and adjusted by the National Geodetic Survey in February 1997.
 QJ0276
 QJ0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0276
 QJ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0276.GEOID18 height accuracy estimate available here.
 QJ0276
 QJ0276.Click photographs - Photos may exist for this station.
 QJ0276
 QJ0276.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0276
 QJ0276. The following values were computed from the NAD 83(1994) position.
 QJ0276
 QJ0276;                    North         East     Units Scale Factor Converg.
 QJ0276;SPC MI C     -   226,819.825 6,061,298.045   MT  0.99993851   +0 33 09.5
 QJ0276;SPC MI C     -   744,159.53 19,886,148.44   iFT  0.99993851   +0 33 09.5
 QJ0276;UTM  17      - 5,025,659.071   297,578.758   MT  1.00010381   -1 50 21.5
 QJ0276
 QJ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0276!SPC MI C     -   0.99997801  x   0.99993851  =   0.99991652
 QJ0276!UTM  17      -   0.99997801  x   1.00010381  =   1.00008181
 QJ0276
 QJ0276:                Primary Azimuth Mark                     Grid Az
 QJ0276:SPC MI C     -  H 16 MI 79                               106 29 39.8
 QJ0276:UTM  17      -  H 16 MI 79                               108 53 10.8
 QJ0276
 QJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9757825659(NAD 83)
 QJ0276
 QJ0276|---------------------------------------------------------------------|
 QJ0276| PID    Reference Object                     Distance      Geod. Az  |
 QJ0276|                                                           dddmmss.s |
 QJ0276| QJ0275 H 16 MI 79                          APPROX. 1.5 KM 1070249.3 |
 QJ0276|---------------------------------------------------------------------|
 QJ0276
 QJ0276                          SUPERSEDED SURVEY CONTROL
 QJ0276
 QJ0276  NAD 83(1986)-  45 21 18.71780(N)    083 35 03.57435(W) AD(       ) 3
 QJ0276  NAD 27      -  45 21 18.66617(N)    083 35 03.62382(W) AD(       ) 3
 QJ0276  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 QJ0276
 QJ0276.Superseded values are not recommended for survey control.
 QJ0276
 QJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0276.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0276
 QJ0276_MARKER: DD = SURVEY DISK
 QJ0276_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0276+WITH SETTING: INFORMATION.
 QJ0276_STAMPING: H 15 MI 79
 QJ0276_MARK LOGO: NOS
 QJ0276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0276
 QJ0276  HISTORY     - Date     Condition        Report By
 QJ0276  HISTORY     - 1979     MONUMENTED       NOS
 QJ0276
 QJ0276                          STATION DESCRIPTION
 QJ0276
 QJ0276'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0276'STATION IS LOCATED 11 MILES SOUTHEAST OF ROGERS CITY
 QJ0276'AND APPROXIMATELY 5.1 MILES NORTHWEST OF THE PRESQUE ISLE
 QJ0276'LIGHTHOUSE ON PROPERTY OWNED BY THE U.S.STEEL CORP. CALCITE
 QJ0276'PLANT.
 QJ0276'
 QJ0276'TO REACH THE STATION FROM THE PO IN ROGERS CITY TAKE
 QJ0276'U.S. 23 BUSINESS ROUTE SE FOR 3.25 MILES TO
 QJ0276'U.S.23 BYPASS. TAKE U.S.23 BYPASS TO THE LEFT AND PROCEED FOR
 QJ0276'10.8 MILES TO A DIRT ROAD AND GATE ON THE LEFT.KEY TO GATE
 QJ0276'MUST BE OBTAINED FROM CALCITE PL. ENG.TAKE ROAD THROUGH THE
 QJ0276'AND PROCEED FOR 0.50 MILES TO A NARROWER DIRT ROAD ON THE
 QJ0276'RIGHT. TURN RIGHT AND FOLLOW ROAD FOR 1.70 MILES AND THE AREA OF
 QJ0276'THE STATION ON THE LEFT.STAY ON MAIN TRAVELED DIRT ROAD.
 QJ0276'
 QJ0276'STA.IS A STANDARD NOS ALUM.DISK STAMPED---H 15 MI 79---,
 QJ0276'SET INTO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IN TURN IS
 QJ0276'SET INTO A MASS OF CONCRETE.THE MASS OF CONCRETE IS 1.0 FEET IN
 QJ0276'DIAMETER.
 QJ0276'
 QJ0276'THE STATION IS 111.2 FEET SOUTH OF A 1 INCH IRON ROD WHICH IS 1
 QJ0276'FOOT ABOVE THE EXISTING GROUND, AND 12.55 FEET NORTH OF A NOS
 QJ0276'WITNESS POST SIGN WHICH IS NAILED TO A 3 INCH DIAMETER BIRCH
 QJ0276'TREE.
 QJ0276'
 QJ0276'HEIGHT OF LIGHT ABOVE STATION WAS 1.65 METERS.
 QJ0276'
 QJ0276'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0335 ***********************************************************************
 RK0335  DESIGNATION -  H 150
 RK0335  PID         -  RK0335
 RK0335  STATE/COUNTY-  MI/MARQUETTE
 RK0335  COUNTRY     -  US
 RK0335  USGS QUAD   -  SILVER LAKE BASIN (2017)
 RK0335
 RK0335                         *CURRENT SURVEY CONTROL
 RK0335  ______________________________________________________________________
 RK0335* NAD 83(1986) POSITION- 46 37 30.49   (N) 087 47 15.46   (W)   HD_HELD1
 RK0335* NAVD 88 ORTHO HEIGHT -   425.849 (meters)     1397.14  (feet) ADJUSTED
 RK0335  ______________________________________________________________________
 RK0335  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 RK0335  DYNAMIC HEIGHT  -        425.874 (meters)     1397.22  (feet) COMP
 RK0335  MODELED GRAVITY -    980,658.7   (mgal)                       NAVD 88
 RK0335
 RK0335  VERT ORDER      -  SECOND    CLASS 0
 RK0335
 RK0335.The horizontal coordinates were determined by differentially corrected
 RK0335.hand held GPS observations or other comparable positioning techniques
 RK0335.and have an estimated accuracy of +/- 3 meters.
 RK0335
 RK0335.The orthometric height was determined by differential leveling and
 RK0335.adjusted by the NATIONAL GEODETIC SURVEY
 RK0335.in June 1991.
 RK0335
 RK0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0335.GEOID18 height accuracy estimate available here.
 RK0335
 RK0335.Click photographs - Photos may exist for this station.
 RK0335
 RK0335.The dynamic height is computed by dividing the NAVD 88
 RK0335.geopotential number by the normal gravity value computed on the
 RK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0335.degrees latitude (g = 980.6199 gals.).
 RK0335
 RK0335.The modeled gravity was interpolated from observed gravity values.
 RK0335
 RK0335;                    North         East    Units  Estimated Accuracy
 RK0335;SPC MI N     -   205,007.1   7,939,684.3     MT  (+/- 3 meters HH1 GPS) 
 RK0335
 RK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3970263809(NAD 83)
 RK0335
 RK0335                          SUPERSEDED SURVEY CONTROL
 RK0335
 RK0335  NGVD 29 (??/??/92)  425.798  (m)         1396.97   (f) ADJ UNCH    2 0
 RK0335
 RK0335.Superseded values are not recommended for survey control.
 RK0335
 RK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0335.See file dsdata.pdf to determine how the superseded data were derived.
 RK0335
 RK0335_MARKER: DB = BENCH MARK DISK
 RK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0335_STAMPING: H 150 1948
 RK0335_MARK LOGO: CGS
 RK0335_PROJECTION: FLUSH
 RK0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0335+STABILITY: SURFACE MOTION
 RK0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0335+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 RK0335
 RK0335  HISTORY     - Date     Condition        Report By
 RK0335  HISTORY     - 1948     MONUMENTED       CGS
 RK0335  HISTORY     - 1985     GOOD             NGS
 RK0335  HISTORY     - 20080607 GOOD             GEOCAC
 RK0335  HISTORY     - 20090602 GOOD             MIDT
 RK0335
 RK0335                          STATION DESCRIPTION
 RK0335
 RK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0335'14.6 MI NW FROM ISHPEMING.
 RK0335'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0335'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0335'5.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.65 MILE SOUTH OF A
 RK0335'BRIDGE OVER BIG DEAD RIVER, 0.75 MILE SOUTH OF THE JUNCTION
 RK0335'WITH A ROAD NORTH, ALONG A SHORT NORTH-SOUTH TANGENT, ABOUT 100
 RK0335'YARDS NORTH OF THE NORTH END OF A CURVE WITH TANGENTS NORTH
 RK0335'AND SOUTHWEST, 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RK0335'20 FEET SOUTH OF AN 8-INCH TRIANGULAR BLAZED BIRCH TREE, 2 FEET
 RK0335'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RK0335'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING, 7 INCHES.
 RK0335
 RK0335                          STATION RECOVERY (1985)
 RK0335
 RK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0335'RECOVERED IN GOOD CONDITION.
 RK0335
 RK0335                          STATION RECOVERY (2008)
 RK0335
 RK0335'RECOVERY NOTE BY GEOCACHING 2008 (AJL)
 RK0335'RECOVERED IN GOOD CONDITION.
 RK0335
 RK0335                          STATION RECOVERY (2009)
 RK0335
 RK0335'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2009 (AWS)
 RK0335'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0596 ***********************************************************************
 RL0596  DESIGNATION -  H 151
 RL0596  PID         -  RL0596
 RL0596  STATE/COUNTY-  MI/HOUGHTON
 RL0596  COUNTRY     -  US
 RL0596  USGS QUAD   -  NISULA (2017)
 RL0596
 RL0596                         *CURRENT SURVEY CONTROL
 RL0596  ______________________________________________________________________
 RL0596* NAD 83(1986) POSITION- 46 45 53.     (N) 088 46 41.     (W)   SCALED
 RL0596* NAVD 88 ORTHO HEIGHT -   312.400 (meters)     1024.93  (feet) ADJUSTED
 RL0596  ______________________________________________________________________
 RL0596  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 RL0596  DYNAMIC HEIGHT  -        312.417 (meters)     1024.99  (feet) COMP
 RL0596  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 RL0596
 RL0596  VERT ORDER      -  SECOND    CLASS 0
 RL0596
 RL0596.The horizontal coordinates were scaled from a map and have
 RL0596.an estimated accuracy of +/- 6 seconds.
 RL0596
 RL0596.The orthometric height was determined by differential leveling and
 RL0596.adjusted by the NATIONAL GEODETIC SURVEY
 RL0596.in June 1991.
 RL0596
 RL0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0596.GEOID18 height accuracy estimate available here.
 RL0596
 RL0596.Click photographs - Photos may exist for this station.
 RL0596
 RL0596.The dynamic height is computed by dividing the NAVD 88
 RL0596.geopotential number by the normal gravity value computed on the
 RL0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0596.degrees latitude (g = 980.6199 gals.).
 RL0596
 RL0596.The modeled gravity was interpolated from observed gravity values.
 RL0596
 RL0596;                    North         East    Units  Estimated Accuracy
 RL0596;SPC MI N     -   221,750.    7,864,200.      MT  (+/- 180 meters Scaled)
 RL0596
 RL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS642805(NAD 83)
 RL0596
 RL0596                          SUPERSEDED SURVEY CONTROL
 RL0596
 RL0596  NGVD 29 (??/??/92)  312.384  (m)         1024.88   (f) ADJ UNCH    2 0
 RL0596
 RL0596.Superseded values are not recommended for survey control.
 RL0596
 RL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0596.See file dsdata.pdf to determine how the superseded data were derived.
 RL0596
 RL0596_MARKER: DB = BENCH MARK DISK
 RL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0596_STAMPING: H 151 1948
 RL0596_MARK LOGO: CGS
 RL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0596+STABILITY: SURFACE MOTION
 RL0596
 RL0596  HISTORY     - Date     Condition        Report By
 RL0596  HISTORY     - 1948     MONUMENTED       CGS
 RL0596  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0596
 RL0596                          STATION DESCRIPTION
 RL0596
 RL0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0596'0.9 MI W FROM ALSTON.
 RL0596'0.9 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0596'ABOUT 0.85 MILE WEST OF A ROAD SOUTH, AT A SMALL GROVE OF TREES
 RL0596'SOUTH OF ROAD AND A FARM HOUSE NORTH OF ROAD, AT THE NORTHWEST
 RL0596'CORNER OF THE GROVE OF TREES, 0.3 MILE EAST OF A CHURCH AND
 RL0596'CEMETERY ON SOUTH SIDE OF ROAD, ABOUT 0.15 MILE EAST OF A ROAD
 RL0596'SOUTH, ABOUT 70 YARDS EAST OF THE TOP OF A GRADE, 273 FEET
 RL0596'WEST OF A FARM HOUSE ON NORTH SIDE OF HIGHWAY, 37 FEET SOUTH
 RL0596'OF THE CENTER LINE OF THE HIGHWAY 13 FEET WEST OF THE CENTER
 RL0596'LINE OF A GATE TO A FIELD, 14 FEET SOUTH OF THE WEST END OF
 RL0596'A CONCRETE PIPE CULVERT UNDER DRIVE TO FIELD, 1 FOOT NORTH OF
 RL0596'A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0596'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0596'PROJECTING 3 INCHES.
 RL0596
 RL0596                          STATION RECOVERY (1977)
 RL0596
 RL0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0596'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0610 ***********************************************************************
 RL0610  DESIGNATION -  H 152
 RL0610  PID         -  RL0610
 RL0610  STATE/COUNTY-  MI/HOUGHTON
 RL0610  COUNTRY     -  US
 RL0610  USGS QUAD   -  WINONA SOUTH (2017)
 RL0610
 RL0610                         *CURRENT SURVEY CONTROL
 RL0610  ______________________________________________________________________
 RL0610* NAD 83(1986) POSITION- 46 51 56.6    (N) 088 53 21.4    (W)   HD_HELD2
 RL0610* NAVD 88 ORTHO HEIGHT -   380.539 (meters)     1248.48  (feet) ADJUSTED
 RL0610  ______________________________________________________________________
 RL0610  GEOID HEIGHT    -        -32.661 (meters)                     GEOID18
 RL0610  DYNAMIC HEIGHT  -        380.572 (meters)     1248.59  (feet) COMP
 RL0610  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 RL0610
 RL0610  VERT ORDER      -  SECOND    CLASS 0
 RL0610
 RL0610.The horizontal coordinates were established by autonomous hand held GPS
 RL0610.observations and have an estimated accuracy of +/- 10 meters.
 RL0610
 RL0610.The orthometric height was determined by differential leveling and
 RL0610.adjusted by the NATIONAL GEODETIC SURVEY
 RL0610.in June 1991.
 RL0610
 RL0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0610.GEOID18 height accuracy estimate available here.
 RL0610
 RL0610.Click photographs - Photos may exist for this station.
 RL0610
 RL0610.The dynamic height is computed by dividing the NAVD 88
 RL0610.geopotential number by the normal gravity value computed on the
 RL0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0610.degrees latitude (g = 980.6199 gals.).
 RL0610
 RL0610.The modeled gravity was interpolated from observed gravity values.
 RL0610
 RL0610;                    North         East    Units  Estimated Accuracy
 RL0610;SPC MI N     -   233,167.    7,855,970.      MT  (+/- 10 meters HH2 GPS)
 RL0610
 RL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5600891975(NAD 83)
 RL0610
 RL0610                          SUPERSEDED SURVEY CONTROL
 RL0610
 RL0610  NGVD 29 (??/??/92)  380.528  (m)         1248.45   (f) ADJ UNCH    2 0
 RL0610
 RL0610.Superseded values are not recommended for survey control.
 RL0610
 RL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0610.See file dsdata.pdf to determine how the superseded data were derived.
 RL0610
 RL0610_MARKER: DB = BENCH MARK DISK
 RL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0610_STAMPING: H 152 1948
 RL0610_MARK LOGO: CGS
 RL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0610+STABILITY: SURFACE MOTION
 RL0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0610+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0610
 RL0610  HISTORY     - Date     Condition        Report By
 RL0610  HISTORY     - 1948     MONUMENTED       CGS
 RL0610  HISTORY     - 20040515 GOOD             GEOCAC
 RL0610
 RL0610                          STATION DESCRIPTION
 RL0610
 RL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0610'0.8 MI E FROM WINONA.
 RL0610'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0610'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0610'HIGHWAY 26, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG THE NISULA
 RL0610'ROAD, ABOUT 0.1 MILE SOUTHEAST OF A DIM ROAD SOUTHWEST, 29 FEET
 RL0610'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF
 RL0610'THE CENTER OF AN OLD RAILROAD BED, 9 1/2 FEET NORTHWEST OF A
 RL0610'TRIANGULAR BLAZED 16-INCH HARD MAPLE TREE, 10 1/2 FEET
 RL0610'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 16-INCH HARD MAPLE TREE,
 RL0610'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 RL0610'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0610'1 1/2 INCHES.
 RL0610
 RL0610                          STATION RECOVERY (2004)
 RL0610
 RL0610'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0610'MARK IS LOCATED ALONG PIKE LAKE ROAD.  ABOUT 250 FT SOUTHWEST ALONG
 RL0610'LAKE LKAE FROM A ROAD JUNCTION SOUTH.  ORIGINAL WOOD POST IN GOOD
 RL0610'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0505 ***********************************************************************
 RL0505  DESIGNATION -  H 153
 RL0505  PID         -  RL0505
 RL0505  STATE/COUNTY-  MI/HOUGHTON
 RL0505  COUNTRY     -  US
 RL0505  USGS QUAD   -  WINONA SOUTH (2017)
 RL0505
 RL0505                         *CURRENT SURVEY CONTROL
 RL0505  ______________________________________________________________________
 RL0505* NAD 83(1986) POSITION- 46 51 31.81   (N) 088 55 24.50   (W)   HD_HELD1
 RL0505* NAVD 88 ORTHO HEIGHT -   361.847 (meters)     1187.16  (feet) ADJUSTED
 RL0505  ______________________________________________________________________
 RL0505  GEOID HEIGHT    -        -32.508 (meters)                     GEOID18
 RL0505  DYNAMIC HEIGHT  -        361.882 (meters)     1187.27  (feet) COMP
 RL0505  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 RL0505
 RL0505  VERT ORDER      -  FIRST     CLASS II
 RL0505
 RL0505.The horizontal coordinates were determined by differentially corrected
 RL0505.hand held GPS observations or other comparable positioning techniques
 RL0505.and have an estimated accuracy of +/- 3 meters.
 RL0505
 RL0505.The orthometric height was determined by differential leveling and
 RL0505.adjusted by the NATIONAL GEODETIC SURVEY
 RL0505.in June 1991.
 RL0505
 RL0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0505.GEOID18 height accuracy estimate available here.
 RL0505
 RL0505.Click photographs - Photos may exist for this station.
 RL0505
 RL0505.The dynamic height is computed by dividing the NAVD 88
 RL0505.geopotential number by the normal gravity value computed on the
 RL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0505.degrees latitude (g = 980.6199 gals.).
 RL0505
 RL0505.The modeled gravity was interpolated from observed gravity values.
 RL0505
 RL0505;                    North         East    Units  Estimated Accuracy
 RL0505;SPC MI N     -   232,464.5   7,853,344.8     MT  (+/- 3 meters HH1 GPS) 
 RL0505
 RL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5338391273(NAD 83)
 RL0505
 RL0505                          SUPERSEDED SURVEY CONTROL
 RL0505
 RL0505  NGVD 29 (??/??/92)  361.841  (m)         1187.14   (f) ADJ UNCH    1 2
 RL0505
 RL0505.Superseded values are not recommended for survey control.
 RL0505
 RL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0505.See file dsdata.pdf to determine how the superseded data were derived.
 RL0505
 RL0505_MARKER: DB = BENCH MARK DISK
 RL0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0505_SP_SET: BRIDGE
 RL0505_STAMPING: H 153 1948
 RL0505_MARK LOGO: CGS
 RL0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0505
 RL0505  HISTORY     - Date     Condition        Report By
 RL0505  HISTORY     - 1948     MONUMENTED       CGS
 RL0505  HISTORY     - 20030211 POOR             GEOCAC
 RL0505
 RL0505                          STATION DESCRIPTION
 RL0505
 RL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0505'1.2 MI SW FROM WINONA.
 RL0505'1.15 MILES SOUTHWEST ALONG THE COPPER RANGE RAILWAY FROM THE
 RL0505'STATION AT WINONA, ABOUT 700 FEET NORTHEAST OF THE CROSSING OF
 RL0505'STATE HIGHWAY 26, SET IN THE TOP OF THE SOUTHWEST END OF THE
 RL0505'SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE BRIDGE OVER SLEEPING
 RL0505'CREEK, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, (MEASURED ALONG
 RL0505'SLOPE OF GRADE), 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 RL0505'HEAD WALL AND 25 FEET BELOW THE TRACK.
 RL0505
 RL0505                          STATION RECOVERY (2003)
 RL0505
 RL0505'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL0505'***CONSIDER THIS MARK DESTROYED.***
 RL0505'A PORTION OF THE HEADWALL IN WHICH THE MARK WAS SET HAS BROKEN AWAY
 RL0505'AND IS FREE OF THE STRUCTURE.  NOTE-THE RR HAS BEEN DISMANTLED FOR
 RL0505'YEARS AND THE GRADE IS AN ATV TRAIL.
 RL0505'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0635 ***********************************************************************
 RL0635  DESIGNATION -  H 154
 RL0635  PID         -  RL0635
 RL0635  STATE/COUNTY-  MI/HOUGHTON
 RL0635  COUNTRY     -  US
 RL0635  USGS QUAD   -  ECHO LAKE (2017)
 RL0635
 RL0635                         *CURRENT SURVEY CONTROL
 RL0635  ______________________________________________________________________
 RL0635* NAD 83(1986) POSITION- 46 34 32.     (N) 088 46 41.     (W)   SCALED
 RL0635* NAVD 88 ORTHO HEIGHT -   429.358 (meters)     1408.65  (feet) ADJUSTED
 RL0635  ______________________________________________________________________
 RL0635  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 RL0635  DYNAMIC HEIGHT  -        429.367 (meters)     1408.68  (feet) COMP
 RL0635  MODELED GRAVITY -    980,623.2   (mgal)                       NAVD 88
 RL0635
 RL0635  VERT ORDER      -  SECOND    CLASS 0
 RL0635
 RL0635.The horizontal coordinates were scaled from a map and have
 RL0635.an estimated accuracy of +/- 6 seconds.
 RL0635
 RL0635.The orthometric height was determined by differential leveling and
 RL0635.adjusted by the NATIONAL GEODETIC SURVEY
 RL0635.in June 1991.
 RL0635
 RL0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0635.GEOID18 height accuracy estimate available here.
 RL0635
 RL0635.Click photographs - Photos may exist for this station.
 RL0635
 RL0635.The dynamic height is computed by dividing the NAVD 88
 RL0635.geopotential number by the normal gravity value computed on the
 RL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0635.degrees latitude (g = 980.6199 gals.).
 RL0635
 RL0635.The modeled gravity was interpolated from observed gravity values.
 RL0635
 RL0635;                    North         East    Units  Estimated Accuracy
 RL0635;SPC MI N     -   200,730.    7,863,720.      MT  (+/- 180 meters Scaled)
 RL0635
 RL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS637595(NAD 83)
 RL0635
 RL0635                          SUPERSEDED SURVEY CONTROL
 RL0635
 RL0635  NGVD 29 (??/??/92)  429.353  (m)         1408.64   (f) ADJ UNCH    2 0
 RL0635
 RL0635.Superseded values are not recommended for survey control.
 RL0635
 RL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0635.See file dsdata.pdf to determine how the superseded data were derived.
 RL0635
 RL0635_MARKER: DB = BENCH MARK DISK
 RL0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0635_STAMPING: H 154 1948
 RL0635_MARK LOGO: CGS
 RL0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0635+STABILITY: SURFACE MOTION
 RL0635
 RL0635  HISTORY     - Date     Condition        Report By
 RL0635  HISTORY     - 1948     MONUMENTED       CGS
 RL0635  HISTORY     - 20040614 MARK NOT FOUND   GEOCAC
 RL0635
 RL0635                          STATION DESCRIPTION
 RL0635
 RL0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0635'16.2 MI S FROM ALSTON.
 RL0635'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0635'THENCE ABOUT 5.95 MILES SOUTH, THENCE ABOUT 1.1 MILES WEST,
 RL0635'THENCE 8.95 MILES SOUTH ALONG GRAVEL ROADS TO THE T JUNCTION
 RL0635'OF A NORTHWEST-SOUTHEAST ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST
 RL0635'ALONG THIS ROAD, ABOUT 0.55 MILE NORTHWEST OF THE JUNCTION OF
 RL0635'A DIM ROAD NORTH, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0635'12 FEET SOUTH OF A TRIANGULAR BLAZED HARD MAPLE TREE, 16 FEET
 RL0635'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 14-INCH BIRCH TREE, 1 1/2
 RL0635'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE
 RL0635'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0635'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0635'RAILROAD STATION AT SIDNAW GO ABOUT 4.2 MILES NORTHWEST ALONG THE
 RL0635'RAILROAD, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A GRAVEL ROAD,
 RL0635'THENCE ABOUT 3.1 MILES EAST, NORTHEAST AND NORTHWEST ALONG A
 RL0635'GRAVEL ROAD.
 RL0635
 RL0635                          STATION RECOVERY (2004)
 RL0635
 RL0635'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0635'THE SITE LOCATION IS IN AN AREA OF ROADWAY THAT HAS SEEN RECENT
 RL0635'WIDENING AND UPGRADING BY USFS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0357 ***********************************************************************
 RK0357  DESIGNATION -  H 155
 RK0357  PID         -  RK0357
 RK0357  STATE/COUNTY-  MI/MARQUETTE
 RK0357  COUNTRY     -  US
 RK0357  USGS QUAD   -  CHAMPION (2017)
 RK0357
 RK0357                         *CURRENT SURVEY CONTROL
 RK0357  ______________________________________________________________________
 RK0357* NAD 83(1986) POSITION- 46 34 19.50   (N) 087 59 39.99   (W)   HD_HELD1
 RK0357* NAVD 88 ORTHO HEIGHT -   487.590 (meters)     1599.70  (feet) ADJUSTED
 RK0357  ______________________________________________________________________
 RK0357  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 RK0357  DYNAMIC HEIGHT  -        487.606 (meters)     1599.75  (feet) COMP
 RK0357  MODELED GRAVITY -    980,631.2   (mgal)                       NAVD 88
 RK0357
 RK0357  VERT ORDER      -  SECOND    CLASS 0
 RK0357
 RK0357.The horizontal coordinates were determined by differentially corrected
 RK0357.hand held GPS observations or other comparable positioning techniques
 RK0357.and have an estimated accuracy of +/- 3 meters.
 RK0357
 RK0357.The orthometric height was determined by differential leveling and
 RK0357.adjusted by the NATIONAL GEODETIC SURVEY
 RK0357.in June 1991.
 RK0357
 RK0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0357.GEOID18 height accuracy estimate available here.
 RK0357
 RK0357.Click photographs - Photos may exist for this station.
 RK0357
 RK0357.The dynamic height is computed by dividing the NAVD 88
 RK0357.geopotential number by the normal gravity value computed on the
 RK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0357.degrees latitude (g = 980.6199 gals.).
 RK0357
 RK0357.The modeled gravity was interpolated from observed gravity values.
 RK0357
 RK0357;                    North         East    Units  Estimated Accuracy
 RK0357;SPC MI N     -   199,288.5   7,923,773.5     MT  (+/- 3 meters HH1 GPS) 
 RK0357
 RK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2379558093(NAD 83)
 RK0357
 RK0357                          SUPERSEDED SURVEY CONTROL
 RK0357
 RK0357  NGVD 29 (??/??/92)  487.525  (m)         1599.49   (f) ADJ UNCH    2 0
 RK0357
 RK0357.Superseded values are not recommended for survey control.
 RK0357
 RK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0357.See file dsdata.pdf to determine how the superseded data were derived.
 RK0357
 RK0357_MARKER: DB = BENCH MARK DISK
 RK0357_SETTING: 80 = SET IN A BOULDER
 RK0357_STAMPING: H 155 1948
 RK0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0357+STABILITY: SURFACE MOTION
 RK0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0357+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 RK0357
 RK0357  HISTORY     - Date     Condition        Report By
 RK0357  HISTORY     - 1948     MONUMENTED       CGS
 RK0357  HISTORY     - 1985     GOOD             NGS
 RK0357  HISTORY     - 20050722 GOOD             GEOCAC
 RK0357
 RK0357                          STATION DESCRIPTION
 RK0357
 RK0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0357'5.8 MI NW FROM CHAMPION.
 RK0357'2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION AT
 RK0357'CHAMPION, THENCE 3.4 MILES NORTHWEST ALONG THE HURON BAY GRADE,
 RK0357'ALONG A SHORT NORTH-SOUTH TANGENT AND ABOUT 110 FEET NORTH OF
 RK0357'THE NORTH END OF A BENCH CUT THRU SOLID ROCK, IN THE TOP OF
 RK0357'A 5 BY 5-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE
 RK0357'GROUND, ABOUT 120 FEET SOUTH OF THE SOUTH END OF A CURVE WITH
 RK0357'TANGENTS SOUTH AND NORTHEAST, 55 FEET NORTHEAST AND ACROSS THE
 RK0357'ROAD FROM A LONE 12-INCH POPLAR TREE, 37 FEET EAST OF THE
 RK0357'CENTER LINE OF THE ROAD AND ABOUT 3 FEET ABOVE THE ROAD.
 RK0357
 RK0357                          STATION RECOVERY (1985)
 RK0357
 RK0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0357'RECOVERED IN GOOD CONDITION.
 RK0357
 RK0357                          STATION RECOVERY (2005)
 RK0357
 RK0357'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0287 ***********************************************************************
 RK0287  DESIGNATION -  H 156
 RK0287  PID         -  RK0287
 RK0287  STATE/COUNTY-  MI/MARQUETTE
 RK0287  COUNTRY     -  US
 RK0287  USGS QUAD   -  NEGAUNEE (2017)
 RK0287
 RK0287                         *CURRENT SURVEY CONTROL
 RK0287  ______________________________________________________________________
 RK0287* NAD 83(1986) POSITION- 46 34 01.6    (N) 087 33 16.0    (W)   HD_HELD2
 RK0287* NAVD 88 ORTHO HEIGHT -   418.352 (meters)     1372.54  (feet) ADJUSTED
 RK0287  ______________________________________________________________________
 RK0287  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 RK0287  DYNAMIC HEIGHT  -        418.380 (meters)     1372.64  (feet) COMP
 RK0287  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 RK0287
 RK0287  VERT ORDER      -  SECOND    CLASS 0
 RK0287
 RK0287.The horizontal coordinates were established by autonomous hand held GPS
 RK0287.observations and have an estimated accuracy of +/- 10 meters.
 RK0287
 RK0287.The orthometric height was determined by differential leveling and
 RK0287.adjusted by the NATIONAL GEODETIC SURVEY
 RK0287.in June 1991.
 RK0287
 RK0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0287.GEOID18 height accuracy estimate available here.
 RK0287
 RK0287.Click photographs - Photos may exist for this station.
 RK0287
 RK0287.The dynamic height is computed by dividing the NAVD 88
 RK0287.geopotential number by the normal gravity value computed on the
 RK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0287.degrees latitude (g = 980.6199 gals.).
 RK0287
 RK0287.The modeled gravity was interpolated from observed gravity values.
 RK0287
 RK0287;                    North         East    Units  Estimated Accuracy
 RK0287;SPC MI N     -   198,406.    7,957,496.      MT  (+/- 10 meters HH2 GPS)
 RK0287
 RK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5750857209(NAD 83)
 RK0287
 RK0287                          SUPERSEDED SURVEY CONTROL
 RK0287
 RK0287  NGVD 29 (??/??/92)  418.299  (m)         1372.37   (f) ADJ UNCH    2 0
 RK0287
 RK0287.Superseded values are not recommended for survey control.
 RK0287
 RK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0287.See file dsdata.pdf to determine how the superseded data were derived.
 RK0287
 RK0287_MARKER: DB = BENCH MARK DISK
 RK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0287_STAMPING: H 156 1948
 RK0287_MARK LOGO: CGS
 RK0287_PROJECTION: FLUSH
 RK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0287+STABILITY: SURFACE MOTION
 RK0287
 RK0287  HISTORY     - Date     Condition        Report By
 RK0287  HISTORY     - 1948     MONUMENTED       CGS
 RK0287  HISTORY     - 1985     GOOD             NGS
 RK0287  HISTORY     - 20060924 GOOD             GEOCAC
 RK0287
 RK0287                          STATION DESCRIPTION
 RK0287
 RK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0287'9.2 MI NW FROM MARQUETTE.
 RK0287'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0287'MARQUETTE, THENCE 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0287'0.6 MILES NORTHWEST OF A JUNCTION WITH A ROAD NORTH, AT THE
 RK0287'TOP OF A LONG CROOKED GRADE, ABOUT 50 YARDS WEST OF THE WEST
 RK0287'END OF A CURVE WITH TANGENTS WEST AND SOUTHEAST AND AT A VERY
 RK0287'DIM ROAD NORTH, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RK0287'8 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 2 FEET
 RK0287'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RK0287'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 RK0287'6 INCHES.
 RK0287
 RK0287                          STATION RECOVERY (1985)
 RK0287
 RK0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0287'RECOVERED IN GOOD CONDITION.
 RK0287
 RK0287                          STATION RECOVERY (2006)
 RK0287
 RK0287'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0287'MARK IS 43 FEET WEST OF UTILITY POLE 4826 9R33, ABOUT EVEN WITH THE
 RK0287'OVERHEAD WIRES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0320 ***********************************************************************
 RK0320  DESIGNATION -  H 157
 RK0320  PID         -  RK0320
 RK0320  STATE/COUNTY-  MI/MARQUETTE
 RK0320  COUNTRY     -  US
 RK0320  USGS QUAD   -  BIG BAY (2017)
 RK0320
 RK0320                         *CURRENT SURVEY CONTROL
 RK0320  ______________________________________________________________________
 RK0320* NAD 83(1986) POSITION- 46 46 50.     (N) 087 44 56.     (W)   SCALED
 RK0320* NAVD 88 ORTHO HEIGHT -   337.520 (meters)     1107.35  (feet) ADJUSTED
 RK0320  ______________________________________________________________________
 RK0320  GEOID HEIGHT    -        -35.033 (meters)                     GEOID18
 RK0320  DYNAMIC HEIGHT  -        337.543 (meters)     1107.42  (feet) COMP
 RK0320  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 RK0320
 RK0320  VERT ORDER      -  SECOND    CLASS 0
 RK0320
 RK0320.The horizontal coordinates were scaled from a map and have
 RK0320.an estimated accuracy of +/- 6 seconds.
 RK0320
 RK0320.The orthometric height was determined by differential leveling and
 RK0320.adjusted by the NATIONAL GEODETIC SURVEY
 RK0320.in June 1991.
 RK0320
 RK0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0320.GEOID18 height accuracy estimate available here.
 RK0320
 RK0320.Click photographs - Photos may exist for this station.
 RK0320
 RK0320.The dynamic height is computed by dividing the NAVD 88
 RK0320.geopotential number by the normal gravity value computed on the
 RK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0320.degrees latitude (g = 980.6199 gals.).
 RK0320
 RK0320.The modeled gravity was interpolated from observed gravity values.
 RK0320
 RK0320;                    North         East    Units  Estimated Accuracy
 RK0320;SPC MI N     -   222,250.    7,942,810.      MT  (+/- 180 meters Scaled)
 RK0320
 RK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS428810(NAD 83)
 RK0320
 RK0320                          SUPERSEDED SURVEY CONTROL
 RK0320
 RK0320  NGVD 29 (??/??/92)  337.472  (m)         1107.19   (f) ADJ UNCH    2 0
 RK0320
 RK0320.Superseded values are not recommended for survey control.
 RK0320
 RK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0320.See file dsdata.pdf to determine how the superseded data were derived.
 RK0320
 RK0320_MARKER: DB = BENCH MARK DISK
 RK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0320_STAMPING: H 157 1948
 RK0320_MARK LOGO: CGS
 RK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0320+STABILITY: SURFACE MOTION
 RK0320
 RK0320  HISTORY     - Date     Condition        Report By
 RK0320  HISTORY     - 1948     MONUMENTED       CGS
 RK0320
 RK0320                          STATION DESCRIPTION
 RK0320
 RK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0320'4.2 MI S FROM BIG BAY.
 RK0320'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM THE POWELL
 RK0320'SCHOOL AT BIG BAY, THENCE ABOUT 2.2 MILES SOUTHWEST ALONG COUNTY
 RK0320'ROAD 510, ABOUT 0.55 MILE NORTHEAST OF THE NORTH END OF STATE
 RK0320'HIGHWAY 35 AND THE JUNCTION OF A SIDE ROAD NORTHWEST AT THE
 RK0320'JUNCTION OF AN ABANDONED RAILROAD GRADE NORTHEAST AND THE
 RK0320'JUNCTION OF A DIM ROAD SOUTH, 34 FEET NORTHWEST OF THE CENTER
 RK0320'LINE OF THE ROAD, 34 FEET WEST OF THE PROLONGED CENTER LINE
 RK0320'OF THE ROAD SOUTH, 10 FEET NORTHWEST OF THE OLD RAILROAD BED,
 RK0320'24 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTHWEST
 RK0320'OF THE LINE OF POLES, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RK0320'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0320'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0888 ***********************************************************************
 NF0888  DESIGNATION -  H 158
 NF0888  PID         -  NF0888
 NF0888  STATE/COUNTY-  MI/ALLEGAN
 NF0888  COUNTRY     -  US
 NF0888  USGS QUAD   -  HAMILTON EAST (2017)
 NF0888
 NF0888                         *CURRENT SURVEY CONTROL
 NF0888  ______________________________________________________________________
 NF0888* NAD 83(1986) POSITION- 42 43 59.     (N) 085 59 53.     (W)   SCALED
 NF0888* NAVD 88 ORTHO HEIGHT -   214.500 (meters)      703.74  (feet) ADJUSTED
 NF0888  ______________________________________________________________________
 NF0888  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 NF0888  DYNAMIC HEIGHT  -        214.445 (meters)      703.56  (feet) COMP
 NF0888  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 NF0888
 NF0888  VERT ORDER      -  SECOND    CLASS 0
 NF0888
 NF0888.The horizontal coordinates were scaled from a map and have
 NF0888.an estimated accuracy of +/- 6 seconds.
 NF0888
 NF0888.The orthometric height was determined by differential leveling and
 NF0888.adjusted by the NATIONAL GEODETIC SURVEY
 NF0888.in June 1991.
 NF0888
 NF0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0888.GEOID18 height accuracy estimate available here.
 NF0888
 NF0888.Click photographs - Photos may exist for this station.
 NF0888
 NF0888.The dynamic height is computed by dividing the NAVD 88
 NF0888.geopotential number by the normal gravity value computed on the
 NF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0888.degrees latitude (g = 980.6199 gals.).
 NF0888
 NF0888.The modeled gravity was interpolated from observed gravity values.
 NF0888
 NF0888;                    North         East    Units  Estimated Accuracy
 NF0888;SPC MI S     -   138,260.    3,866,420.      MT  (+/- 180 meters Scaled)
 NF0888
 NF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN820316(NAD 83)
 NF0888
 NF0888                          SUPERSEDED SURVEY CONTROL
 NF0888
 NF0888  NGVD 29 (??/??/92)  214.638  (m)          704.19   (f) ADJ UNCH    2 0
 NF0888
 NF0888.Superseded values are not recommended for survey control.
 NF0888
 NF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0888.See file dsdata.pdf to determine how the superseded data were derived.
 NF0888
 NF0888_MARKER: DB = BENCH MARK DISK
 NF0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0888_SP_SET: BUILDING
 NF0888_STAMPING: H 158 1948
 NF0888_MARK LOGO: CGS
 NF0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0888
 NF0888  HISTORY     - Date     Condition        Report By
 NF0888  HISTORY     - 1948     MONUMENTED       CGS
 NF0888
 NF0888                          STATION DESCRIPTION
 NF0888
 NF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0888'0.8 MI NE FROM OVERISEL.
 NF0888'ABOUT 0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED
 NF0888'CHURCH AT OVERISEL, THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL
 NF0888'ROAD, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER
 NF0888'OF THE SOUTH WING OF THE SANDY HILL SCHOOL - DISTRICT NO. 1,
 NF0888'2 FEET WEST OF THE SOUTHEAST CORNER AND ABOUT 2 1/2 FEET ABOVE
 NF0888'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0889 ***********************************************************************
 NF0889  DESIGNATION -  H 158 RESET
 NF0889  PID         -  NF0889
 NF0889  STATE/COUNTY-  MI/ALLEGAN
 NF0889  COUNTRY     -  US
 NF0889  USGS QUAD   -  HAMILTON EAST (2017)
 NF0889
 NF0889                         *CURRENT SURVEY CONTROL
 NF0889  ______________________________________________________________________
 NF0889* NAD 83(1986) POSITION- 42 44 00.2    (N) 085 59 52.7    (W)   HD_HELD2
 NF0889* NAVD 88 ORTHO HEIGHT -   214.49  (+/-2cm)      703.7   (feet) VERTCON3
 NF0889  ______________________________________________________________________
 NF0889  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 NF0889  VERT ORDER      -  THIRD (See Below)
 NF0889
 NF0889.The horizontal coordinates were established by autonomous hand held GPS
 NF0889.observations and have an estimated accuracy of +/- 10 meters.
 NF0889
 NF0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0889
 NF0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0889.GEOID18 height accuracy estimate available here.
 NF0889
 NF0889.The vertical order pertains to the NGVD 29 superseded value.
 NF0889
 NF0889.Click photographs - Photos may exist for this station.
 NF0889
 NF0889;                    North         East    Units  Estimated Accuracy
 NF0889;SPC MI S     -   138,295.    3,866,428.      MT  (+/- 10 meters HH2 GPS)
 NF0889
 NF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8202631695(NAD 83)
 NF0889
 NF0889                          SUPERSEDED SURVEY CONTROL
 NF0889
 NF0889  NGVD 29 (??/??/??)  214.64   (m)          704.2    (f) RESET       3  
 NF0889
 NF0889.Superseded values are not recommended for survey control.
 NF0889
 NF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0889.See file dsdata.pdf to determine how the superseded data were derived.
 NF0889
 NF0889_MARKER: DB = BENCH MARK DISK
 NF0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0889_SP_SET: BUILDING
 NF0889_STAMPING: H 158 RESET 1958
 NF0889_MARK LOGO: CGS
 NF0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0889
 NF0889  HISTORY     - Date     Condition        Report By
 NF0889  HISTORY     - 1958     MONUMENTED       LOCSUR
 NF0889  HISTORY     - 1984     GOOD             USPSQD
 NF0889  HISTORY     - 1987     GOOD             USPSQD
 NF0889
 NF0889                          STATION DESCRIPTION
 NF0889
 NF0889'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 NF0889'0.8 MI NE FROM OVERISEL.
 NF0889'0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED CHURCH
 NF0889'AT OVERISEL, THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 NF0889'SET VERTICALLY IN THE SOUTH FACE OF THE NEW SANDY VIEW SCHOOL
 NF0889'DISTRICT NO. 16, ABOUT 2 1/2 FEET ABOVE THE GROUND.
 NF0889
 NF0889                          STATION RECOVERY (1984)
 NF0889
 NF0889'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0889'RECOVERED IN GOOD CONDITION.
 NF0889
 NF0889                          STATION RECOVERY (1987)
 NF0889
 NF0889'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0990 ***********************************************************************
 NF0990  DESIGNATION -  H 159
 NF0990  PID         -  NF0990
 NF0990  STATE/COUNTY-  MI/OTTAWA
 NF0990  COUNTRY     -  US
 NF0990  USGS QUAD   -  HUDSONVILLE EAST (2017)
 NF0990
 NF0990                         *CURRENT SURVEY CONTROL
 NF0990  ______________________________________________________________________
 NF0990* NAD 83(1986) POSITION- 42 47 47.     (N) 085 50 29.     (W)   SCALED
 NF0990* NAVD 88 ORTHO HEIGHT -   219.659 (meters)      720.66  (feet) ADJUSTED
 NF0990  ______________________________________________________________________
 NF0990  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 NF0990  DYNAMIC HEIGHT  -        219.603 (meters)      720.48  (feet) COMP
 NF0990  MODELED GRAVITY -    980,360.3   (mgal)                       NAVD 88
 NF0990
 NF0990  VERT ORDER      -  SECOND    CLASS 0
 NF0990
 NF0990.The horizontal coordinates were scaled from a map and have
 NF0990.an estimated accuracy of +/- 6 seconds.
 NF0990
 NF0990.The orthometric height was determined by differential leveling and
 NF0990.adjusted by the NATIONAL GEODETIC SURVEY
 NF0990.in June 1991.
 NF0990
 NF0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0990.GEOID18 height accuracy estimate available here.
 NF0990
 NF0990.Click photographs - Photos may exist for this station.
 NF0990
 NF0990.The dynamic height is computed by dividing the NAVD 88
 NF0990.geopotential number by the normal gravity value computed on the
 NF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0990.degrees latitude (g = 980.6199 gals.).
 NF0990
 NF0990.The modeled gravity was interpolated from observed gravity values.
 NF0990
 NF0990;                    North         East    Units  Estimated Accuracy
 NF0990;SPC MI S     -   145,060.    3,879,370.      MT  (+/- 180 meters Scaled)
 NF0990
 NF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947388(NAD 83)
 NF0990
 NF0990                          SUPERSEDED SURVEY CONTROL
 NF0990
 NF0990  NGVD 29 (??/??/92)  219.795  (m)          721.11   (f) ADJ UNCH    2 0
 NF0990
 NF0990.Superseded values are not recommended for survey control.
 NF0990
 NF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0990.See file dsdata.pdf to determine how the superseded data were derived.
 NF0990
 NF0990_MARKER: DB = BENCH MARK DISK
 NF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0990_STAMPING: H 159 1948
 NF0990_MARK LOGO: CGS
 NF0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0990+STABILITY: SURFACE MOTION
 NF0990
 NF0990  HISTORY     - Date     Condition        Report By
 NF0990  HISTORY     - 1948     MONUMENTED       CGS
 NF0990  HISTORY     - 1989     GOOD             USPSQD
 NF0990  HISTORY     - 20040728 POOR             INDIV
 NF0990
 NF0990                          STATION DESCRIPTION
 NF0990
 NF0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0990'4.7 MI N FROM BURNIPS.
 NF0990'4.7 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0990'ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF COUNTY ROAD 452,
 NF0990'ABOUT 1.0 MILE NORTH OF A CROSS ROAD AND SCHOOL, AT AN EAST-WEST
 NF0990'CROSS ROAD, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, 34
 NF0990'FEET SOUTH OF THE CENTER LINE OF THE CROSSROAD, 11 FEET NORTHEAST
 NF0990'OF A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A SOUTHWEST-NORTHEAST
 NF0990'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 NF0990'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0990'4 INCHES.
 NF0990
 NF0990                          STATION RECOVERY (1989)
 NF0990
 NF0990'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0990'RECOVERED IN GOOD CONDITION.
 NF0990
 NF0990                          STATION RECOVERY (2004)
 NF0990
 NF0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0990'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0278 ***********************************************************************
 OK0278  DESIGNATION -  H 16
 OK0278  PID         -  OK0278
 OK0278  STATE/COUNTY-  MI/MECOSTA
 OK0278  COUNTRY     -  US
 OK0278  USGS QUAD   -  MECOSTA (2017)
 OK0278
 OK0278                         *CURRENT SURVEY CONTROL
 OK0278  ______________________________________________________________________
 OK0278* NAD 83(1986) POSITION- 43 36 47.     (N) 085 10 05.     (W)   SCALED
 OK0278* NAVD 88 ORTHO HEIGHT -   312.259 (meters)     1024.47  (feet) ADJUSTED
 OK0278  ______________________________________________________________________
 OK0278  GEOID HEIGHT    -        -32.657 (meters)                     GEOID18
 OK0278  DYNAMIC HEIGHT  -        312.202 (meters)     1024.28  (feet) COMP
 OK0278  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 OK0278
 OK0278  VERT ORDER      -  FIRST     CLASS II
 OK0278
 OK0278.The horizontal coordinates were scaled from a map and have
 OK0278.an estimated accuracy of +/- 6 seconds.
 OK0278
 OK0278.The orthometric height was determined by differential leveling and
 OK0278.adjusted by the NATIONAL GEODETIC SURVEY
 OK0278.in June 1991.
 OK0278
 OK0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0278.GEOID18 height accuracy estimate available here.
 OK0278
 OK0278.Click photographs - Photos may exist for this station.
 OK0278
 OK0278.The dynamic height is computed by dividing the NAVD 88
 OK0278.geopotential number by the normal gravity value computed on the
 OK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0278.degrees latitude (g = 980.6199 gals.).
 OK0278
 OK0278.The modeled gravity was interpolated from observed gravity values.
 OK0278
 OK0278;                    North         East    Units  Estimated Accuracy
 OK0278;SPC MI S     -   235,030.    3,935,310.      MT  (+/- 180 meters Scaled)
 OK0278
 OK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP478305(NAD 83)
 OK0278
 OK0278                          SUPERSEDED SURVEY CONTROL
 OK0278
 OK0278  NGVD 29 (??/??/92)  312.377  (m)         1024.86   (f) ADJ UNCH    1 2
 OK0278
 OK0278.Superseded values are not recommended for survey control.
 OK0278
 OK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0278.See file dsdata.pdf to determine how the superseded data were derived.
 OK0278
 OK0278_MARKER: DB = BENCH MARK DISK
 OK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0278_STAMPING: ELEV 1024.857 FT H 16 1916
 OK0278_MARK LOGO: CGS
 OK0278_PROJECTION: FLUSH
 OK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0278+STABILITY: SURFACE MOTION
 OK0278
 OK0278  HISTORY     - Date     Condition        Report By
 OK0278  HISTORY     - 1916     MONUMENTED       CGS
 OK0278  HISTORY     - 1954     GOOD             CGS
 OK0278  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0278  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 OK0278
 OK0278                          STATION DESCRIPTION
 OK0278
 OK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 OK0278'3.1 MI E FROM MECOSTA.
 OK0278'3.1 MILES EAST ALONG THE C AND O RAILWAY FROM THE STATION AT
 OK0278'MECOSTA, AT THE SOUTHEAST END OF THE FIRST CURVE EAST OF A
 OK0278'2-MILE TANGENT, 44.8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 OK0278'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0278'ELEV. 1024.857 FT H 16 1916 AND SET IN THE TOP OF A CONCRETE
 OK0278'POST PROJECTING 10 INCHES ABOVE GROUND.
 OK0278
 OK0278                          STATION RECOVERY (1992)
 OK0278
 OK0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0278'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0278'ASSUMED DESTROYED.
 OK0278
 OK0278                          STATION RECOVERY (2001)
 OK0278
 OK0278'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 QJ0275 ***********************************************************************
 QJ0275  DESIGNATION -  H 16 MI 79
 QJ0275  PID         -  QJ0275
 QJ0275  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0275  COUNTRY     -  US
 QJ0275  USGS QUAD   -  THOMPSONS HARBOR (2017)
 QJ0275
 QJ0275                         *CURRENT SURVEY CONTROL
 QJ0275  ______________________________________________________________________
 QJ0275* NAD 83(1994) POSITION- 45 21 04.21087(N) 083 33 56.46722(W)   ADJUSTED
 QJ0275* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON3
 QJ0275  ______________________________________________________________________
 QJ0275  GEOID HEIGHT    -        -36.929 (meters)                     GEOID18
 QJ0275  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 QJ0275  HORZ ORDER      -  THIRD
 QJ0275
 QJ0275.The horizontal coordinates were established by classical geodetic methods
 QJ0275.and adjusted by the National Geodetic Survey in February 1997.
 QJ0275
 QJ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0275
 QJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0275.GEOID18 height accuracy estimate available here.
 QJ0275
 QJ0275.Click photographs - Photos may exist for this station.
 QJ0275
 QJ0275.The Laplace correction was computed from DEFLEC18 derived deflections.
 QJ0275
 QJ0275. The following values were computed from the NAD 83(1994) position.
 QJ0275
 QJ0275;                    North         East     Units Scale Factor Converg.
 QJ0275;SPC MI C     -   226,386.052 6,062,762.959   MT  0.99993801   +0 33 56.9
 QJ0275;SPC MI C     -   742,736.39 19,890,954.59   iFT  0.99993801   +0 33 56.9
 QJ0275;UTM  17      - 5,025,164.461   299,024.528   MT  1.00009664   -1 49 33.3
 QJ0275
 QJ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0275!SPC MI C     -   0.99997793  x   0.99993801  =   0.99991594
 QJ0275!UTM  17      -   0.99997793  x   1.00009664  =   1.00007457
 QJ0275
 QJ0275:                Primary Azimuth Mark                     Grid Az
 QJ0275:SPC MI C     -  OBSERVATORY                              289 50 24.0
 QJ0275:UTM  17      -  OBSERVATORY                              292 13 54.2
 QJ0275
 QJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9902425164(NAD 83)
 QJ0275
 QJ0275|---------------------------------------------------------------------|
 QJ0275| PID    Reference Object                     Distance      Geod. Az  |
 QJ0275|                                                           dddmmss.s |
 QJ0275| QJ0277 OBSERVATORY                         APPROX. 3.7 KM 2902420.9 |
 QJ0275|---------------------------------------------------------------------|
 QJ0275
 QJ0275                          SUPERSEDED SURVEY CONTROL
 QJ0275
 QJ0275  NAD 83(1986)-  45 21 04.20390(N)    083 33 56.46784(W) AD(       ) 3
 QJ0275  NAD 27      -  45 21 04.15205(N)    083 33 56.51965(W) AD(       ) 3
 QJ0275  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 QJ0275
 QJ0275.Superseded values are not recommended for survey control.
 QJ0275
 QJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0275.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0275
 QJ0275_MARKER: DD = SURVEY DISK
 QJ0275_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0275+WITH SETTING: INFORMATION.
 QJ0275_STAMPING: H 16 MI 79
 QJ0275_MARK LOGO: NOS
 QJ0275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0275
 QJ0275  HISTORY     - Date     Condition        Report By
 QJ0275  HISTORY     - 1979     MONUMENTED       NOS
 QJ0275
 QJ0275                          STATION DESCRIPTION
 QJ0275
 QJ0275'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0275'STATION IS LOCATED 13.3 MILES SOUTHEAST OF ROGERS CITY
 QJ0275'AND APPROXIMATELY 4.0 MILES NORTHWEST OF THE PRESQUE ISLE
 QJ0275'LIGHTHOUSE ON PROPERTY OWNED BY THE U.S.STEEL CORPORATIONS
 QJ0275'CALCITE PLANT.
 QJ0275'
 QJ0275'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY TAKE U.S.
 QJ0275'23,BUSINESS ROUTE, SOUTHEAST FOR 3.25 MILES TO ITS INTERSECTION
 QJ0275'WITH U.S.23 BYPASS. TURN LEFT ON THE U.S.23 BYPASS AND DRIVE FOR
 QJ0275'11.8 MILES TO A GRAVEL ROAD TO THE LEFT,OLD STATE ROAD. TURN LEFT
 QJ0275'ON OLD STATE ROAD AND DRIVE FOR 1.30 MILES TO A NARROW ONE LANE
 QJ0275'FIELD DRIVE TO THE LEFT. THIS IS JUST 0.18 MILES PAST A NARROW
 QJ0275'WOODEN BRIDGE OVER THE GRAND LAKE OUTLET CREEK. TURN LEFT AND GO
 QJ0275'NORTHERLY FOR 0.50 MILES TO A T INTERSECTION. TURN RIGHT,EASTERLY
 QJ0275'AND PROCEED FOR ANOTHER 0,15 MILES TO THE AREA OF THE STATION
 QJ0275'ON THE LEFT.
 QJ0275'
 QJ0275'THE STATION IS A STANDARD NOS ALUMINUM DISK SET ON TOP OF A 42
 QJ0275'INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED
 QJ0275'BY A MASS OF CONCRETE. THE STATION IS STAMPED---H 16 MI 79---.
 QJ0275'
 QJ0275'THE STATION IS APPROXIMATELY 75 SOUTHWEST OF A 3 FOOT BY 3 FOOT
 QJ0275'BOULDER WHICH IS APPROXIMATELY 60 FEET INTO THE WATER FROM THE
 QJ0275'EXISTING WATERS EDGE, 56.0 FEET NORTH OF A 1 INCH IRON ROD, 43.
 QJ0275'FEET WESTERLY OF A P.K.NAIL IN A 6 INCH DIAMETER CEDAR, 37.88 FEET
 QJ0275'NORTHEASTERLY OF A P.K.NAIL IN A 8 INCH DIAMETER CEDAR, 18.0 FEET
 QJ0275'SOUTH OF THE EXISTING WATERS EDGE, AND 5.46 FEET NORTHWEST OF A
 QJ0275'NOS WITNESS POST SIGN NAILED INTO A 6 INCH DIAMETER BIRCH. STATION
 QJ0275'PROJECTS APPROXIMATELY 1.0 FEET ABOVE THE EXISTING GROUND.
 QJ0275'
 QJ0275'HEIGHT OF LIGHT ABOVE STATION WAS 1.12 METERS.
 QJ0275'*
 QJ0275'DESCRIBED BY B.DECROIX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0021 ***********************************************************************
 OJ0021  DESIGNATION -  H 16 USLS
 OJ0021  PID         -  OJ0021
 OJ0021  STATE/COUNTY-  MI/ST CLAIR
 OJ0021  COUNTRY     -  US
 OJ0021  USGS QUAD   -  LAKEPORT (2017)
 OJ0021
 OJ0021                         *CURRENT SURVEY CONTROL
 OJ0021  ______________________________________________________________________
 OJ0021* NAD 83(1986) POSITION- 43 01 16.     (N) 082 25 58.     (W)   SCALED
 OJ0021* NAVD 88 ORTHO HEIGHT -   181.454 (meters)      595.32  (feet) ADJUSTED
 OJ0021  ______________________________________________________________________
 OJ0021  GEOID HEIGHT    -        -34.892 (meters)                     GEOID18
 OJ0021  DYNAMIC HEIGHT  -        181.410 (meters)      595.18  (feet) COMP
 OJ0021  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 OJ0021
 OJ0021  VERT ORDER      -  FIRST     CLASS 0
 OJ0021
 OJ0021.The horizontal coordinates were scaled from a map and have
 OJ0021.an estimated accuracy of +/- 6 seconds.
 OJ0021
 OJ0021.The orthometric height was determined by differential leveling and
 OJ0021.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0021.in June 1991.
 OJ0021
 OJ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0021.GEOID18 height accuracy estimate available here.
 OJ0021
 OJ0021.Click photographs - Photos may exist for this station.
 OJ0021
 OJ0021.The dynamic height is computed by dividing the NAVD 88
 OJ0021.geopotential number by the normal gravity value computed on the
 OJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0021.degrees latitude (g = 980.6199 gals.).
 OJ0021
 OJ0021.The modeled gravity was interpolated from observed gravity values.
 OJ0021
 OJ0021;                    North         East    Units  Estimated Accuracy
 OJ0021;SPC MI S     -   170,770.    4,157,610.      MT  (+/- 180 meters Scaled)
 OJ0021
 OJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH832641(NAD 83)
 OJ0021
 OJ0021                          SUPERSEDED SURVEY CONTROL
 OJ0021
 OJ0021  NGVD 29 (11/26/84)  181.569  (m)          595.70   (f) ADJUSTED    1 0
 OJ0021
 OJ0021.Superseded values are not recommended for survey control.
 OJ0021
 OJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0021.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0021
 OJ0021_MARKER: DD = SURVEY DISK
 OJ0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0021_SP_SET: WATER TABLE
 OJ0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0021
 OJ0021  HISTORY     - Date     Condition        Report By
 OJ0021  HISTORY     - 1937     MONUMENTED       USLS
 OJ0021  HISTORY     - 1970     GOOD             USLS
 OJ0021  HISTORY     - 1980     GOOD             NGS
 OJ0021  HISTORY     - 1983     GOOD             USPSQD
 OJ0021  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 OJ0021  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0021  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0021
 OJ0021                          STATION DESCRIPTION
 OJ0021
 OJ0021'DESCRIBED BY US LAKE SURVEY 1970
 OJ0021'AT PORT HURON.
 OJ0021'H 16 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, 0.5 MILE
 OJ0021'NORTH OF INTERSECTION OF GRATIOT AVE. AND EDISON BLVD., ON
 OJ0021'WEST SIDE OF GRATIOT AVE., 4.3 FEET SOUTH OF NORTHEAST CORNER
 OJ0021'AND IN EAST FACE OF LAKESIDE CEMETERY OFFICE BUILDING, 2 FEET
 OJ0021'ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON
 OJ0021'BRONZE DISC SET INTO CENTER OF LIMESTONE WATER TABLE.  BM H-16
 OJ0021'1937
 OJ0021
 OJ0021                          STATION RECOVERY (1980)
 OJ0021
 OJ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0021'IN PORT HURON, ON THE PROPERTY OF THE LAKESIDE CEMETERY SET ON THE
 OJ0021'NORTHEAST FACE OF THE OFFICE BUILDING NUMBER 3781 GRATIOT AVENUE
 OJ0021'IN THE WATER TABLE, 1.31 METERS (4.3 FEET) SOUTHEAST OF THE NORTH
 OJ0021'CORNER OF THE BUILDING
 OJ0021'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0021
 OJ0021                          STATION RECOVERY (1983)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0021'RECOVERED IN GOOD CONDITION.
 OJ0021
 OJ0021                          STATION RECOVERY (1995)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0021'MARK NOT FOUND.
 OJ0021
 OJ0021                          STATION RECOVERY (1997)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0021'MARK NOT FOUND.
 OJ0021
 OJ0021                          STATION RECOVERY (2003)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0021'SUSPECT MARK HAS BEEN DESTROYED, AS BUILDING IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0120 ***********************************************************************
 RL0120  DESIGNATION -  H 160
 RL0120  PID         -  RL0120
 RL0120  STATE/COUNTY-  MI/BARAGA
 RL0120  COUNTRY     -  US
 RL0120  USGS QUAD   -  ALBERTA (2017)
 RL0120
 RL0120                         *CURRENT SURVEY CONTROL
 RL0120  ______________________________________________________________________
 RL0120* NAD 83(1986) POSITION- 46 44 54.     (N) 088 23 50.     (W)   SCALED
 RL0120* NAVD 88 ORTHO HEIGHT -   301.120 (meters)      987.92  (feet) ADJUSTED
 RL0120  ______________________________________________________________________
 RL0120  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 RL0120  DYNAMIC HEIGHT  -        301.136 (meters)      987.98  (feet) COMP
 RL0120  MODELED GRAVITY -    980,658.8   (mgal)                       NAVD 88
 RL0120
 RL0120  VERT ORDER      -  SECOND    CLASS 0
 RL0120
 RL0120.The horizontal coordinates were scaled from a map and have
 RL0120.an estimated accuracy of +/- 6 seconds.
 RL0120
 RL0120.The orthometric height was determined by differential leveling and
 RL0120.adjusted by the NATIONAL GEODETIC SURVEY
 RL0120.in June 1991.
 RL0120
 RL0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0120.GEOID18 height accuracy estimate available here.
 RL0120
 RL0120.Click photographs - Photos may exist for this station.
 RL0120
 RL0120.The dynamic height is computed by dividing the NAVD 88
 RL0120.geopotential number by the normal gravity value computed on the
 RL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0120.degrees latitude (g = 980.6199 gals.).
 RL0120
 RL0120.The modeled gravity was interpolated from observed gravity values.
 RL0120
 RL0120;                    North         East    Units  Estimated Accuracy
 RL0120;SPC MI N     -   219,340.    7,893,250.      MT  (+/- 180 meters Scaled)
 RL0120
 RL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS932781(NAD 83)
 RL0120
 RL0120                          SUPERSEDED SURVEY CONTROL
 RL0120
 RL0120  NGVD 29 (??/??/92)  301.091  (m)          987.83   (f) ADJ UNCH    2 0
 RL0120
 RL0120.Superseded values are not recommended for survey control.
 RL0120
 RL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0120.See file dsdata.pdf to determine how the superseded data were derived.
 RL0120
 RL0120_MARKER: DB = BENCH MARK DISK
 RL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0120_STAMPING: H 160 1948
 RL0120_MARK LOGO: CGS
 RL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0120+STABILITY: SURFACE MOTION
 RL0120
 RL0120  HISTORY     - Date     Condition        Report By
 RL0120  HISTORY     - 1948     MONUMENTED       CGS
 RL0120  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0120  HISTORY     - 20001106 MARK NOT FOUND   MIDT
 RL0120
 RL0120                          STATION DESCRIPTION
 RL0120
 RL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0120'3 MI E FROM L ANSE.
 RL0120'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0120'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0120'ABOUT 1.8 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT
 RL0120'0.45 MILE WEST OF A TURN IN THE ROAD WITH TANGENTS NORTH AND
 RL0120'WEST AND A DIM ROAD LEADING EAST, ABOUT 0.5 MILE WEST OF THE
 RL0120'CROSSING OF THE FORD MOTOR COMPANY RAILROAD, AT THE BOTTOM
 RL0120'OF GRADES, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 RL0120'EAST OF A FENCE CORNER, 28 FEET EAST-SOUTHEAST OF THE SOUTH
 RL0120'END OF A 30-INCH CORRUGATED PIPE CULVERT, 54.5 FEET
 RL0120'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 1 FOOT
 RL0120'NORTH OF A WIRE FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 RL0120'POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0120'POST PROJECTING 5 INCHES.
 RL0120
 RL0120                          STATION RECOVERY (1982)
 RL0120
 RL0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0120'MARK NOT FOUND.
 RL0120
 RL0120                          STATION RECOVERY (2000)
 RL0120
 RL0120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0135 ***********************************************************************
 RL0135  DESIGNATION -  H 161
 RL0135  PID         -  RL0135
 RL0135  STATE/COUNTY-  MI/BARAGA
 RL0135  COUNTRY     -  US
 RL0135  USGS QUAD   -  SKANEE SOUTH (2017)
 RL0135
 RL0135                         *CURRENT SURVEY CONTROL
 RL0135  ______________________________________________________________________
 RL0135* NAD 83(1986) POSITION- 46 46 04.     (N) 088 09 05.     (W)   SCALED
 RL0135* NAVD 88 ORTHO HEIGHT -   470.497 (meters)     1543.62  (feet) ADJUSTED
 RL0135  ______________________________________________________________________
 RL0135  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 RL0135  DYNAMIC HEIGHT  -        470.513 (meters)     1543.67  (feet) COMP
 RL0135  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 RL0135
 RL0135  VERT ORDER      -  SECOND    CLASS 0
 RL0135
 RL0135.The horizontal coordinates were scaled from a map and have
 RL0135.an estimated accuracy of +/- 6 seconds.
 RL0135
 RL0135.The orthometric height was determined by differential leveling and
 RL0135.adjusted by the NATIONAL GEODETIC SURVEY
 RL0135.in June 1991.
 RL0135
 RL0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0135.GEOID18 height accuracy estimate available here.
 RL0135
 RL0135.Click photographs - Photos may exist for this station.
 RL0135
 RL0135.The dynamic height is computed by dividing the NAVD 88
 RL0135.geopotential number by the normal gravity value computed on the
 RL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0135.degrees latitude (g = 980.6199 gals.).
 RL0135
 RL0135.The modeled gravity was interpolated from observed gravity values.
 RL0135
 RL0135;                    North         East    Units  Estimated Accuracy
 RL0135;SPC MI N     -   221,200.    7,912,060.      MT  (+/- 180 meters Scaled)
 RL0135
 RL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS120800(NAD 83)
 RL0135
 RL0135                          SUPERSEDED SURVEY CONTROL
 RL0135
 RL0135  NGVD 29 (??/??/92)  470.455  (m)         1543.48   (f) ADJ UNCH    2 0
 RL0135
 RL0135.Superseded values are not recommended for survey control.
 RL0135
 RL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0135.See file dsdata.pdf to determine how the superseded data were derived.
 RL0135
 RL0135_MARKER: DB = BENCH MARK DISK
 RL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0135_STAMPING: H 161 1948
 RL0135_MARK LOGO: CGS
 RL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0135+STABILITY: SURFACE MOTION
 RL0135
 RL0135  HISTORY     - Date     Condition        Report By
 RL0135  HISTORY     - 1948     MONUMENTED       CGS
 RL0135
 RL0135                          STATION DESCRIPTION
 RL0135
 RL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0135'17.8 MI E FROM L ANSE.
 RL0135'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH
 RL0135'SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0135'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0135'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0135'2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2 MILE
 RL0135'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0135'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH AND
 RL0135'ABOUT 1.8 MILES SOUTHEAST ALONG TRAILS, ABOUT 0.45 MILE WEST
 RL0135'OF THE JUNCTION OF A LOGGING ROAD SOUTH, AT THE TOP OF A HIGH
 RL0135'GRADE AND AT THE JUNCTION OF A TRAIL SOUTHEAST, 24.5 FEET SOUTH
 RL0135'OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER
 RL0135'LINE OF THE TRAIL SOUTHEAST, 10 FEET EAST OF A 4-FOOT STUMP,
 RL0135'32 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 14-INCH HEMLOCK
 RL0135'TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0135'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0939 ***********************************************************************
 NF0939  DESIGNATION -  H 162
 NF0939  PID         -  NF0939
 NF0939  STATE/COUNTY-  MI/ALLEGAN
 NF0939  COUNTRY     -  US
 NF0939  USGS QUAD   -  MILLGROVE (2017)
 NF0939
 NF0939                         *CURRENT SURVEY CONTROL
 NF0939  ______________________________________________________________________
 NF0939* NAD 83(1986) POSITION- 42 32 32.     (N) 085 56 12.     (W)   SCALED
 NF0939* NAVD 88 ORTHO HEIGHT -   206.029 (meters)      675.95  (feet) ADJUSTED
 NF0939  ______________________________________________________________________
 NF0939  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 NF0939  DYNAMIC HEIGHT  -        205.973 (meters)      675.76  (feet) COMP
 NF0939  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 NF0939
 NF0939  VERT ORDER      -  SECOND    CLASS 0
 NF0939
 NF0939.The horizontal coordinates were scaled from a map and have
 NF0939.an estimated accuracy of +/- 6 seconds.
 NF0939
 NF0939.The orthometric height was determined by differential leveling and
 NF0939.adjusted by the NATIONAL GEODETIC SURVEY
 NF0939.in June 1991.
 NF0939
 NF0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0939.GEOID18 height accuracy estimate available here.
 NF0939
 NF0939.Click photographs - Photos may exist for this station.
 NF0939
 NF0939.The dynamic height is computed by dividing the NAVD 88
 NF0939.geopotential number by the normal gravity value computed on the
 NF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0939.degrees latitude (g = 980.6199 gals.).
 NF0939
 NF0939.The modeled gravity was interpolated from observed gravity values.
 NF0939
 NF0939;                    North         East    Units  Estimated Accuracy
 NF0939;SPC MI S     -   116,970.    3,871,050.      MT  (+/- 180 meters Scaled)
 NF0939
 NF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN873105(NAD 83)
 NF0939
 NF0939                          SUPERSEDED SURVEY CONTROL
 NF0939
 NF0939  NGVD 29 (??/??/92)  206.168  (m)          676.40   (f) ADJ UNCH    2 0
 NF0939
 NF0939.Superseded values are not recommended for survey control.
 NF0939
 NF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0939.See file dsdata.pdf to determine how the superseded data were derived.
 NF0939
 NF0939_MARKER: DB = BENCH MARK DISK
 NF0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0939_STAMPING: H 162 1948
 NF0939_MARK LOGO: CGS
 NF0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0939+STABILITY: SURFACE MOTION
 NF0939
 NF0939  HISTORY     - Date     Condition        Report By
 NF0939  HISTORY     - 1948     MONUMENTED       CGS
 NF0939  HISTORY     - 1974     GOOD             NGS
 NF0939  HISTORY     - 1983     GOOD
 NF0939  HISTORY     - 19950922 MARK NOT FOUND   USPSQD
 NF0939  HISTORY     - 19971011 GOOD             USPSQD
 NF0939
 NF0939                          STATION DESCRIPTION
 NF0939
 NF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0939'4.7 MI W FROM ALLEGAN.
 NF0939'4.7 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0939'ALLEGAN, ABOUT 1.05 MILES EAST OF A NORTH-SOUTH CROSSROAD AND A
 NF0939'PUBLIC HALL, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 NF0939'NORTH, AT THE T JUNCTION OF A TRAIL SOUTH, 56 FEET SOUTH OF THE
 NF0939'CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTER LINE OF THE
 NF0939'TRAIL, 85 FEET NORTH-NORTHWEST AND ACROSS THE TRAIL FROM A 20-INCH
 NF0939'OAK TREE, AT THE WEST END OF A FILL IN HIGHWAY, 2 FEET SOUTH OF A
 NF0939'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND TRAIL
 NF0939'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0939
 NF0939                          STATION RECOVERY (1974)
 NF0939
 NF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0939'RECOVERED IN GOOD CONDITION.
 NF0939
 NF0939                          STATION RECOVERY (1983)
 NF0939
 NF0939'RECOVERED 1983
 NF0939'RECOVERED IN GOOD CONDITION.
 NF0939
 NF0939                          STATION RECOVERY (1995)
 NF0939
 NF0939'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0939'MARK NOT FOUND.
 NF0939
 NF0939                          STATION RECOVERY (1997)
 NF0939
 NF0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0085 ***********************************************************************
 RL0085  DESIGNATION -  H 163
 RL0085  PID         -  RL0085
 RL0085  STATE/COUNTY-  MI/BARAGA
 RL0085  COUNTRY     -  US
 RL0085  USGS QUAD   -  AURA (2017)
 RL0085
 RL0085                         *CURRENT SURVEY CONTROL
 RL0085  ______________________________________________________________________
 RL0085* NAD 83(1986) POSITION- 46 50 51.     (N) 088 20 09.     (W)   SCALED
 RL0085* NAVD 88 ORTHO HEIGHT -   262.015 (meters)      859.63  (feet) ADJUSTED
 RL0085  ______________________________________________________________________
 RL0085  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 RL0085  DYNAMIC HEIGHT  -        262.029 (meters)      859.67  (feet) COMP
 RL0085  MODELED GRAVITY -    980,659.4   (mgal)                       NAVD 88
 RL0085
 RL0085  VERT ORDER      -  SECOND    CLASS 0
 RL0085
 RL0085.The horizontal coordinates were scaled from a map and have
 RL0085.an estimated accuracy of +/- 6 seconds.
 RL0085
 RL0085.The orthometric height was determined by differential leveling and
 RL0085.adjusted by the NATIONAL GEODETIC SURVEY
 RL0085.in June 1991.
 RL0085
 RL0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0085.GEOID18 height accuracy estimate available here.
 RL0085
 RL0085.Click photographs - Photos may exist for this station.
 RL0085
 RL0085.The dynamic height is computed by dividing the NAVD 88
 RL0085.geopotential number by the normal gravity value computed on the
 RL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0085.degrees latitude (g = 980.6199 gals.).
 RL0085
 RL0085.The modeled gravity was interpolated from observed gravity values.
 RL0085
 RL0085;                    North         East    Units  Estimated Accuracy
 RL0085;SPC MI N     -   230,280.    7,898,120.      MT  (+/- 180 meters Scaled)
 RL0085
 RL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS981890(NAD 83)
 RL0085
 RL0085                          SUPERSEDED SURVEY CONTROL
 RL0085
 RL0085  NGVD 29 (??/??/92)  261.983  (m)          859.52   (f) ADJ UNCH    2 0
 RL0085
 RL0085.Superseded values are not recommended for survey control.
 RL0085
 RL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0085.See file dsdata.pdf to determine how the superseded data were derived.
 RL0085
 RL0085_MARKER: DB = BENCH MARK DISK
 RL0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0085_STAMPING: H 163 1948
 RL0085_MARK LOGO: CGS
 RL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0085+STABILITY: SURFACE MOTION
 RL0085
 RL0085  HISTORY     - Date     Condition        Report By
 RL0085  HISTORY     - 1948     MONUMENTED       CGS
 RL0085
 RL0085                          STATION DESCRIPTION
 RL0085
 RL0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0085'2.6 MI SW FROM AURA.
 RL0085'ABOUT 0.55 MILE WEST ALONG A GRAVEL ROAD FROM THE CO-OP STORE
 RL0085'AT AURA, THENCE ABOUT 0.5 MILE SOUTH, ABOUT 0.5 MILE WEST, AND
 RL0085'ABOUT 1.0 MILE SOUTHEAST ALONG GRAVEL ROADS, ABOUT 0.35 MILE
 RL0085'SOUTHWEST OF THE JUNCTION OF A ROAD SOUTH AND A TURN IN THE MAIN
 RL0085'ROAD WITH TANGENTS NORTH AND SOUTHWEST, ABOUT 0.5 MILE SOUTHWEST
 RL0085'OF THE JUNCTION OF A ROAD EAST, AT AN IMITATION BRICK HOUSE ON
 RL0085'SOUTHEAST SIDE OF ROAD, 50 FEET NORTHWEST OF THE CENTER LINE
 RL0085'OF THE ROAD, 41 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A
 RL0085'GARAGE, 19 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND
 RL0085'LINE TO HOUSE, 32 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 RL0085'SOUTHEAST OF A FENCE LINE, 2 1/2 FEET ABOVE THE ROAD AND SET IN
 RL0085'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RL0112 ***********************************************************************
 RL0112  DESIGNATION -  H 164
 RL0112  PID         -  RL0112
 RL0112  STATE/COUNTY-  MI/BARAGA
 RL0112  COUNTRY     -  US
 RL0112  USGS QUAD   -  MCCOMB CORNER (2017)
 RL0112
 RL0112                         *CURRENT SURVEY CONTROL
 RL0112  ______________________________________________________________________
 RL0112* NAD 83(1986) POSITION- 46 50 51.53   (N) 088 03 11.81   (W)   HD_HELD1
 RL0112* NAVD 88 ORTHO HEIGHT -   253.526 (meters)      831.78  (feet) ADJUSTED
 RL0112  ______________________________________________________________________
 RL0112  GEOID HEIGHT    -        -35.041 (meters)                     GEOID18
 RL0112  DYNAMIC HEIGHT  -        253.541 (meters)      831.83  (feet) COMP
 RL0112  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RL0112
 RL0112  VERT ORDER      -  SECOND    CLASS 0
 RL0112
 RL0112.The horizontal coordinates were determined by differentially corrected
 RL0112.hand held GPS observations or other comparable positioning techniques
 RL0112.and have an estimated accuracy of +/- 3 meters.
 RL0112
 RL0112.The orthometric height was determined by differential leveling and
 RL0112.adjusted by the NATIONAL GEODETIC SURVEY
 RL0112.in June 1991.
 RL0112
 RL0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0112.GEOID18 height accuracy estimate available here.
 RL0112
 RL0112.Click photographs - Photos may exist for this station.
 RL0112
 RL0112.The dynamic height is computed by dividing the NAVD 88
 RL0112.geopotential number by the normal gravity value computed on the
 RL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0112.degrees latitude (g = 980.6199 gals.).
 RL0112
 RL0112.The modeled gravity was interpolated from observed gravity values.
 RL0112
 RL0112;                    North         East    Units  Estimated Accuracy
 RL0112;SPC MI N     -   229,975.1   7,919,670.6     MT  (+/- 3 meters HH1 GPS) 
 RL0112
 RL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1969688772(NAD 83)
 RL0112
 RL0112                          SUPERSEDED SURVEY CONTROL
 RL0112
 RL0112  NGVD 29 (??/??/92)  253.487  (m)          831.65   (f) ADJ UNCH    2 0
 RL0112
 RL0112.Superseded values are not recommended for survey control.
 RL0112
 RL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0112.See file dsdata.pdf to determine how the superseded data were derived.
 RL0112
 RL0112_MARKER: DB = BENCH MARK DISK
 RL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0112_STAMPING: H 164 1948
 RL0112_MARK LOGO: CGS
 RL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0112+STABILITY: SURFACE MOTION
 RL0112
 RL0112  HISTORY     - Date     Condition        Report By
 RL0112  HISTORY     - 1948     MONUMENTED       CGS
 RL0112  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0112
 RL0112                          STATION DESCRIPTION
 RL0112
 RL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0112'9.1 MI SE FROM SKANEE.
 RL0112'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0112'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0112'ABOUT 3.4 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD
 RL0112'MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD MOTOR
 RL0112'COMPANY RAILROAD, AT A DIM ROAD SOUTHWEST, ABOUT 0.4 MILE
 RL0112'SOUTHEAST OF A DIM ROAD NORTHWEST, ABOUT 0.3 MILE SOUTHEAST OF A
 RL0112'20-FOOT WOODEN BRIDGE, 73 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 RL0112'8-INCH BIRCH TREE, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0112'ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD
 RL0112'SOUTHWEST, 13 FEET NORTHWEST OF A TRIANGULAR BLAZED 9-INCH
 RL0112'MAPLE TREE, 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0112'CONCRETE POST PROJECTING 4 INCHES.
 RL0112
 RL0112                          STATION RECOVERY (2004)
 RL0112
 RL0112'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0112'AREA IS ALL TORN UP FROM LOGGING AND ROAD MAINTENANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 RK0134 ***********************************************************************
 RK0134  DESIGNATION -  H 165
 RK0134  PID         -  RK0134
 RK0134  STATE/COUNTY-  MI/MARQUETTE
 RK0134  COUNTRY     -  US
 RK0134  USGS QUAD   -  MARQUETTE (2017)
 RK0134
 RK0134                         *CURRENT SURVEY CONTROL
 RK0134  ______________________________________________________________________
 RK0134* NAD 83(1986) POSITION- 46 36 26.     (N) 087 28 06.     (W)   SCALED
 RK0134* NAVD 88 ORTHO HEIGHT -   222.667 (meters)      730.53  (feet) ADJUSTED
 RK0134  ______________________________________________________________________
 RK0134  GEOID HEIGHT    -        -34.800 (meters)                     GEOID18
 RK0134  DYNAMIC HEIGHT  -        222.688 (meters)      730.60  (feet) COMP
 RK0134  MODELED GRAVITY -    980,701.6   (mgal)                       NAVD 88
 RK0134
 RK0134  VERT ORDER      -  SECOND    CLASS 0
 RK0134
 RK0134.The horizontal coordinates were scaled from a map and have
 RK0134.an estimated accuracy of +/- 6 seconds.
 RK0134
 RK0134.The orthometric height was determined by differential leveling and
 RK0134.adjusted by the NATIONAL GEODETIC SURVEY
 RK0134.in June 1991.
 RK0134
 RK0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 RK0134.GEOID18 height accuracy estimate available here.
 RK0134
 RK0134.Click photographs - Photos may exist for this station.
 RK0134
 RK0134.The dynamic height is computed by dividing the NAVD 88
 RK0134.geopotential number by the normal gravity value computed on the
 RK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0134.degrees latitude (g = 980.6199 gals.).
 RK0134
 RK0134.The modeled gravity was interpolated from observed gravity values.
 RK0134
 RK0134;                    North         East    Units  Estimated Accuracy
 RK0134;SPC MI N     -   202,820.    7,964,120.      MT  (+/- 180 meters Scaled)
 RK0134
 RK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS641616(NAD 83)
 RK0134
 RK0134                          SUPERSEDED SURVEY CONTROL
 RK0134
 RK0134  NGVD 29 (??/??/92)  222.629  (m)          730.41   (f) ADJ UNCH    2 0
 RK0134
 RK0134.Superseded values are not recommended for survey control.
 RK0134
 RK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0134.See file dsdata.pdf to determine how the superseded data were derived.
 RK0134
 RK0134_MARKER: DB = BENCH MARK DISK
 RK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0134_STAMPING: H 165 1948
 RK0134_MARK LOGO: CGS
 RK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0134+STABILITY: SURFACE MOTION
 RK0134
 RK0134  HISTORY     - Date     Condition        Report By
 RK0134  HISTORY     - 1948     MONUMENTED       CGS
 RK0134  HISTORY     - 1985     GOOD             NGS
 RK0134  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0134
 RK0134                          STATION DESCRIPTION
 RK0134
 RK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0134'5.6 MI NW FROM MARQUETTE.
 RK0134'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0134'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 5.1 MILES
 RK0134'NORTHWEST ALONG COUNTY ROAD 550, AT A CURVE WITH TANGENTS
 RK0134'SOUTHEAST AND NORTH AND THE JUNCTION OF A DIM ROAD WEST, 54
 RK0134'FEET WEST OF THE CENTER OF THE JUNCTION, 19 FEET SOUTHWEST OF A
 RK0134'TRIANGULAR BLAZED 19-INCH FORKED BIRCH TREE, 10 FEET NORTH
 RK0134'OF THE CENTER LINE OF THE DIM ROAD WEST, 19 FEET SOUTH OF A
 RK0134'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RK0134'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RK0134'PROJECTING 3 INCHES.
 RK0134
 RK0134                          STATION RECOVERY (1985)
 RK0134
 RK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0134'RECOVERED IN GOOD CONDITION.
 RK0134
 RK0134                          STATION RECOVERY (2001)
 RK0134
 RK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0456 ***********************************************************************
 NF0456  DESIGNATION -  H 166
 NF0456  PID         -  NF0456
 NF0456  STATE/COUNTY-  MI/BARRY
 NF0456  COUNTRY     -  US
 NF0456  USGS QUAD   -  FREEPORT (2017)
 NF0456
 NF0456                         *CURRENT SURVEY CONTROL
 NF0456  ______________________________________________________________________
 NF0456* NAD 83(1986) POSITION- 42 46 11.     (N) 085 17 27.     (W)   SCALED
 NF0456* NAVD 88 ORTHO HEIGHT -   251.544 (meters)      825.27  (feet) ADJUSTED
 NF0456  ______________________________________________________________________
 NF0456  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 NF0456  DYNAMIC HEIGHT  -        251.470 (meters)      825.03  (feet) COMP
 NF0456  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 NF0456
 NF0456  VERT ORDER      -  SECOND    CLASS 0
 NF0456
 NF0456.The horizontal coordinates were scaled from a map and have
 NF0456.an estimated accuracy of +/- 6 seconds.
 NF0456
 NF0456.The orthometric height was determined by differential leveling and
 NF0456.adjusted by the NATIONAL GEODETIC SURVEY
 NF0456.in June 1991.
 NF0456
 NF0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0456.GEOID18 height accuracy estimate available here.
 NF0456
 NF0456.Click photographs - Photos may exist for this station.
 NF0456
 NF0456.The dynamic height is computed by dividing the NAVD 88
 NF0456.geopotential number by the normal gravity value computed on the
 NF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0456.degrees latitude (g = 980.6199 gals.).
 NF0456
 NF0456.The modeled gravity was interpolated from observed gravity values.
 NF0456
 NF0456;                    North         East    Units  Estimated Accuracy
 NF0456;SPC MI S     -   141,450.    3,924,370.      MT  (+/- 180 meters Scaled)
 NF0456
 NF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN398366(NAD 83)
 NF0456
 NF0456                          SUPERSEDED SURVEY CONTROL
 NF0456
 NF0456  NGVD 29 (??/??/92)  251.666  (m)          825.67   (f) ADJ UNCH    2 0
 NF0456
 NF0456.Superseded values are not recommended for survey control.
 NF0456
 NF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0456.See file dsdata.pdf to determine how the superseded data were derived.
 NF0456
 NF0456_MARKER: DB = BENCH MARK DISK
 NF0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0456_STAMPING: H 166 1948
 NF0456_MARK LOGO: CGS
 NF0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0456+STABILITY: SURFACE MOTION
 NF0456
 NF0456  HISTORY     - Date     Condition        Report By
 NF0456  HISTORY     - 1948     MONUMENTED       CGS
 NF0456  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0456
 NF0456                          STATION DESCRIPTION
 NF0456
 NF0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0456'1.8 MI E FROM FREEPORT.
 NF0456'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0456'THENCE ABOUT 1.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0456'COUNTY LINE ROAD, AT A JOGGED CROSSROAD, 39 FEET SOUTHWEST OF
 NF0456'THE CENTER OF THE JUNCTION OF THE ROAD SOUTH, 30 FEET SOUTH-SOUTHEAST
 NF0456'OF THE CENTER OF THE JUNCTION OF THE ROAD NORTH, 17 FEET WEST OF A
 NF0456'FENCE GAP, 6 FEET EAST OF A POWER POLE, 5 FEET SOUTHWEST OF A
 NF0456'FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0456'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0456'3 INCHES.
 NF0456
 NF0456                          STATION RECOVERY (1985)
 NF0456
 NF0456'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0403 ***********************************************************************
 NF0403  DESIGNATION -  H 167
 NF0403  PID         -  NF0403
 NF0403  STATE/COUNTY-  MI/KENT
 NF0403  COUNTRY     -  US
 NF0403  USGS QUAD   -  ALTO (2017)
 NF0403
 NF0403                         *CURRENT SURVEY CONTROL
 NF0403  ______________________________________________________________________
 NF0403* NAD 83(1986) POSITION- 42 47 01.     (N) 085 27 12.     (W)   SCALED
 NF0403* NAVD 88 ORTHO HEIGHT -   224.094 (meters)      735.22  (feet) ADJUSTED
 NF0403  ______________________________________________________________________
 NF0403  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 NF0403  DYNAMIC HEIGHT  -        224.031 (meters)      735.01  (feet) COMP
 NF0403  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 NF0403
 NF0403  VERT ORDER      -  SECOND    CLASS 0
 NF0403
 NF0403.The horizontal coordinates were scaled from a map and have
 NF0403.an estimated accuracy of +/- 6 seconds.
 NF0403
 NF0403.The orthometric height was determined by differential leveling and
 NF0403.adjusted by the NATIONAL GEODETIC SURVEY
 NF0403.in June 1991.
 NF0403
 NF0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0403.GEOID18 height accuracy estimate available here.
 NF0403
 NF0403.Click photographs - Photos may exist for this station.
 NF0403
 NF0403.The dynamic height is computed by dividing the NAVD 88
 NF0403.geopotential number by the normal gravity value computed on the
 NF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0403.degrees latitude (g = 980.6199 gals.).
 NF0403
 NF0403.The modeled gravity was interpolated from observed gravity values.
 NF0403
 NF0403;                    North         East    Units  Estimated Accuracy
 NF0403;SPC MI S     -   143,150.    3,911,090.      MT  (+/- 180 meters Scaled)
 NF0403
 NF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN265379(NAD 83)
 NF0403
 NF0403                          SUPERSEDED SURVEY CONTROL
 NF0403
 NF0403  NGVD 29 (??/??/92)  224.22   (m)          735.6    (f) COMPUTED    2 0
 NF0403
 NF0403.Superseded values are not recommended for survey control.
 NF0403
 NF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0403.See file dsdata.pdf to determine how the superseded data were derived.
 NF0403
 NF0403_MARKER: DB = BENCH MARK DISK
 NF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0403_STAMPING: H 167 1948
 NF0403_MARK LOGO: CGS
 NF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0403+STABILITY: SURFACE MOTION
 NF0403
 NF0403  HISTORY     - Date     Condition        Report By
 NF0403  HISTORY     - 1948     MONUMENTED       CGS
 NF0403  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0403  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0403  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0403
 NF0403                          STATION DESCRIPTION
 NF0403
 NF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0403'7 MI SW FROM MC CORDS.
 NF0403'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0403'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 6.2
 NF0403'MILES SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION
 NF0403'OF 100TH STREET SE, 57 FEET SOUTHWEST OF THE CENTER OF THE
 NF0403'INTERSECTION, 38 FEET WEST OF THE CENTER LINE OF WHITNEYVILLE
 NF0403'AVENUE, 14 FEET SOUTH OF A STOP SIGN, 9 FEET WEST OF A 16-INCH
 NF0403'WALNUT TREE IN FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE,
 NF0403'20 FEET EAST OF TELEPHONE POLE NO. 1/51, 1 1/2 FEET WEST OF A
 NF0403'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 NF0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0403
 NF0403                          STATION RECOVERY (1975)
 NF0403
 NF0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0403'MARK NOT FOUND.
 NF0403
 NF0403                          STATION RECOVERY (1989)
 NF0403
 NF0403'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0403'MARK NOT FOUND.
 NF0403
 NF0403                          STATION RECOVERY (1999)
 NF0403
 NF0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0404 ***********************************************************************
 NF0404  DESIGNATION -  H 167 RESET
 NF0404  PID         -  NF0404
 NF0404  STATE/COUNTY-  MI/KENT
 NF0404  COUNTRY     -  US
 NF0404  USGS QUAD   -  ALTO (2017)
 NF0404
 NF0404                         *CURRENT SURVEY CONTROL
 NF0404  ______________________________________________________________________
 NF0404* NAD 83(1986) POSITION- 42 47 01.     (N) 085 27 12.     (W)   SCALED
 NF0404* NAVD 88 ORTHO HEIGHT -   223.98  (+/-2cm)      734.8   (feet) VERTCON3
 NF0404  ______________________________________________________________________
 NF0404  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 NF0404  VERT ORDER      -  THIRD (See Below)
 NF0404
 NF0404.The horizontal coordinates were scaled from a map and have
 NF0404.an estimated accuracy of +/- 6 seconds.
 NF0404
 NF0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0404
 NF0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0404.GEOID18 height accuracy estimate available here.
 NF0404
 NF0404.The vertical order pertains to the NGVD 29 superseded value.
 NF0404
 NF0404.Click photographs - Photos may exist for this station.
 NF0404
 NF0404;                    North         East    Units  Estimated Accuracy
 NF0404;SPC MI S     -   143,150.    3,911,090.      MT  (+/- 180 meters Scaled)
 NF0404
 NF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN265379(NAD 83)
 NF0404
 NF0404                          SUPERSEDED SURVEY CONTROL
 NF0404
 NF0404  NGVD 29 (??/??/??)  224.10   (m)          735.2    (f) RESET       3  
 NF0404
 NF0404.Superseded values are not recommended for survey control.
 NF0404
 NF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0404.See file dsdata.pdf to determine how the superseded data were derived.
 NF0404
 NF0404_MARKER: DB = BENCH MARK DISK
 NF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0404_STAMPING: H 167 RESET 1968
 NF0404_MARK LOGO: CGS
 NF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0404+STABILITY: SURFACE MOTION
 NF0404
 NF0404  HISTORY     - Date     Condition        Report By
 NF0404  HISTORY     - 1968     MONUMENTED       CGS
 NF0404  HISTORY     - 1969     GOOD             CGS
 NF0404  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0404
 NF0404                          STATION DESCRIPTION
 NF0404
 NF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0404'7 MI SSW FROM MC CORDS.
 NF0404'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0404'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE 6.2 MILES
 NF0404'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 100TH
 NF0404'STREET SOUTHEAST, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NF0404'INTERSECTION, 38 FEET WEST OF THE CENTER LINE OF WHITNEYVILLE
 NF0404'AVENUE, 22 FEET EAST OF TELEPHONE POLE NO 1/51, 28 FEET SOUTH
 NF0404'OF THE NORTHEAST CORNER OF A FENCE, ABOUT LEVEL WITH THE
 NF0404'INTERSECTION, SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 NF0404'INCHES.
 NF0404
 NF0404                          STATION RECOVERY (1985)
 NF0404
 NF0404'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0346 ***********************************************************************
 NF0346  DESIGNATION -  H 168
 NF0346  PID         -  NF0346
 NF0346  STATE/COUNTY-  MI/BARRY
 NF0346  COUNTRY     -  US
 NF0346  USGS QUAD   -  WOODLAND (2017)
 NF0346
 NF0346                         *CURRENT SURVEY CONTROL
 NF0346  ______________________________________________________________________
 NF0346* NAD 83(2011) POSITION- 42 40 58.92716(N) 085 13 38.18601(W)   ADJUSTED
 NF0346* NAD 83(2011) ELLIP HT-   240.994 (meters)        (06/27/12)   ADJUSTED
 NF0346* NAD 83(2011) EPOCH   -  2010.00
 NF0346* NAVD 88 ORTHO HEIGHT -   274.811 (meters)      901.61  (feet) ADJUSTED
 NF0346  ______________________________________________________________________
 NF0346  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 NF0346  NAD 83(2011) X  -    390,729.660 (meters)                     COMP
 NF0346  NAD 83(2011) Y  - -4,679,790.032 (meters)                     COMP
 NF0346  NAD 83(2011) Z  -  4,301,846.790 (meters)                     COMP
 NF0346  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 NF0346  DYNAMIC HEIGHT  -        274.727 (meters)      901.33  (feet) COMP
 NF0346  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 NF0346
 NF0346  VERT ORDER      -  SECOND    CLASS 0
 NF0346
 NF0346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NF0346  Standards:
 NF0346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NF0346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NF0346  -------------------------------------------------------------------
 NF0346  NETWORK    1.17   2.31           0.54   0.39   1.18     -0.04320824
 NF0346  -------------------------------------------------------------------
 NF0346  Click here for local accuracies and other accuracy information.
 NF0346
 NF0346.The horizontal coordinates were established by GPS observations
 NF0346.and adjusted by the National Geodetic Survey in June 2012.
 NF0346
 NF0346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NF0346.been affixed to the stable North American tectonic plate. See 
 NF0346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NF0346
 NF0346.The horizontal coordinates are valid at the epoch date displayed above
 NF0346.which is a decimal equivalence of Year/Month/Day.
 NF0346
 NF0346.The orthometric height was determined by differential leveling and
 NF0346.adjusted by the NATIONAL GEODETIC SURVEY
 NF0346.in June 1991.
 NF0346
 NF0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0346.GEOID18 height accuracy estimate available here.
 NF0346
 NF0346.Click photographs - Photos may exist for this station.
 NF0346
 NF0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0346
 NF0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 NF0346
 NF0346.The ellipsoidal height was determined by GPS observations
 NF0346.and is referenced to NAD 83.
 NF0346
 NF0346.The dynamic height is computed by dividing the NAVD 88
 NF0346.geopotential number by the normal gravity value computed on the
 NF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0346.degrees latitude (g = 980.6199 gals.).
 NF0346
 NF0346.The modeled gravity was interpolated from observed gravity values.
 NF0346
 NF0346. The following values were computed from the NAD 83(2011) position.
 NF0346
 NF0346;                    North         East     Units Scale Factor Converg.
 NF0346;SPC MI S     -   131,768.749 3,929,472.983   MT  0.99991306   -0 35 08.4
 NF0346;SPC MI S     -   432,312.17 12,891,971.73   iFT  0.99991306   -0 35 08.4
 NF0346;UTM  16      - 4,727,140.820   645,234.390   MT  0.99985951   +1 12 07.3
 NF0346
 NF0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0346!SPC MI S     -   0.99996221  x   0.99991306  =   0.99987527
 NF0346!UTM  16      -   0.99996221  x   0.99985951  =   0.99982172
 NF0346
 NF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4523427140(NAD 83)
 NF0346
 NF0346                          SUPERSEDED SURVEY CONTROL
 NF0346
 NF0346  NAD 83(2007)-  42 40 58.92736(N)    085 13 38.18692(W) AD(2002.00) 0
 NF0346  ELLIP H (02/10/07)  241.000  (m)                       GP(2002.00)    
 NF0346  ELLIP H (07/12/02)  241.014  (m)                       GP(       ) 4 1
 NF0346  NAD 83(1994)-  42 40 58.92753(N)    085 13 38.18772(W) AD(       ) 1
 NF0346  ELLIP H (12/21/95)  241.034  (m)                       GP(       ) 4 1
 NF0346  NAD 83(1986)-  42 40 58.92668(N)    085 13 38.20242(W) AD(       ) 2
 NF0346  NAVD 88             274.81   (m)          901.6    (f) LEVELING    3  
 NF0346  NGVD 29 (??/??/92)  274.932  (m)          902.01   (f) ADJ UNCH    2 0
 NF0346
 NF0346.Superseded values are not recommended for survey control.
 NF0346
 NF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0346.See file dsdata.pdf to determine how the superseded data were derived.
 NF0346
 NF0346_MARKER: DB = BENCH MARK DISK
 NF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0346_STAMPING: H 168 1948
 NF0346_MARK LOGO: CGS
 NF0346_PROJECTION: FLUSH
 NF0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0346+STABILITY: SURFACE MOTION
 NF0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0346+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 NF0346
 NF0346  HISTORY     - Date     Condition        Report By
 NF0346  HISTORY     - 1948     MONUMENTED       CGS
 NF0346  HISTORY     - 19910820 GOOD             MIDT
 NF0346  HISTORY     - 19910821 GOOD             MIDT
 NF0346  HISTORY     - 19940923 GOOD             MIDT
 NF0346  HISTORY     - 19951113 GOOD             MI-015
 NF0346  HISTORY     - 19970311 GOOD             USPSQD
 NF0346  HISTORY     - 20071015 GOOD             GEOCAC
 NF0346  HISTORY     - 20200709 GOOD             MIDT
 NF0346
 NF0346                          STATION DESCRIPTION
 NF0346
 NF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0346'1.8 MI W FROM COATS GROVE.
 NF0346'1.75 MILES WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0346'SCHOOL AT COATS GROVE, AT THE WEST END OF A SMALL CUT, ABOUT
 NF0346'0.25 MILE EAST OF THE JUNCTION OF A ROAD NORTH, 116 FEET WEST
 NF0346'OF A FENCE CORNER, 47 FEET NORTH OF THE CENTER LINE OF THE
 NF0346'HIGHWAY, 1 FOOT SOUTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A
 NF0346'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN
 NF0346'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0346
 NF0346                          STATION RECOVERY (1991)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0346'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF0346'SECTION 35, T-4-N, R-8-W, CARLTON TOWNSHIP, AND ON THE WOODLAND
 NF0346'QUADRANGLE MAP. IT IS ABOUT 8-3/4 MILES NORTHWEST FROM NASHVILLE,
 NF0346'8-3/4 MILES SOUTHWEST FROM LAKE ODESSA, 5 MILES (8.0 KM) SOUTHEAST
 NF0346'FROM WOODLAND, 4 MILES (6.4 KM) NORTHWEST FROM HASTINGS AND ON THE
 NF0346'PROPERTY OF PAUL BUSSON, OF 3153 COATS GROVE ROAD, HASTINGS, MICH.,
 NF0346'49058.  PHONE (616)945-4834.
 NF0346'
 NF0346'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-43 AND WOODLAND ROAD
 NF0346'IN WOODLAND, GO SOUTH ON WOODLAND ROAD FOR 3.0 MI (4.8 KM) TO COATS
 NF0346'GROVE ROAD.  TURN RIGHT AND GO WEST ON COATS GROVE ROAD FOR 4.77 MI
 NF0346'(7.68 KM) TO STATION ON RIGHT.
 NF0346'
 NF0346'STATION IS 47.0 FT (14.3 M) NORTH FROM CENTERLINE OF COATS GROVE ROAD,
 NF0346'8.0 FT (2.4 M) SOUTH FROM THE EAST-WEST FENCELINE, 0.5 FT (15.2 CM)
 NF0346'SOUTH FROM A METAL WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE ROAD
 NF0346'SURFACE.
 NF0346
 NF0346                          STATION RECOVERY (1991)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DAH)
 NF0346'8.75 MILES (14.08 KM) SOUTHWEST OF LAKE ODESSA, 4 MILES (6.4 KM)
 NF0346'NORTHEAST OF HASTINGS, 8.75 MILES (14.08 KM) NORTHWEST OF NASHVILLE,
 NF0346'5.75 MILES (9.25 KM) SOUTHEAST OF WOODLAND AND ON PROPERTY OF MR. PAUL
 NF0346'BUSSON, 3153 COATS GROVE RD, HASTINGS, MICHIGAN  49058. PHONE NUMBER
 NF0346'616-945-4834, IN SW 1/4 SECTION 35, T-4-N, R 8-W. TO REACH FROM STATE
 NF0346'HIGHWAY M-43 (WOODLAND RD) AND COATS GROVE ROAD (OLD STATE HIGHWAY
 NF0346'M-43) GO WEST 4.77 MILES (7.68 KM) TO STATION ON RIGHT, A BRASS CAP,
 NF0346'SET IN A CONCRETE MONUMENT, 116 FEET (35.4 M) WEST OF FENCE LINE N, 47
 NF0346'FEET (14.3 M) NORTH OF CENTERLINE OF RD, 8 FEET (2.4 M) SOUTH OF AN
 NF0346'EAST-WEST FENCE, 0.5 FEET (15.2 CM) SOUTH OF A WITNESS POST AND SIGN
 NF0346'AND 3 FEET (0.9 M) LOWER THAN THE ROAD.
 NF0346
 NF0346                          STATION RECOVERY (1994)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 NF0346'STATION IS LOCATED IN QUAD 420851 ON THE WOODLAND QUADRANGLE MAP.  IT
 NF0346'IS IN THE SOUTHWEST 1/4 SECTION 35, T-4-N, R-8-W, CARLTON TOWNSHIP.
 NF0346'ABOUT 8-3/4 MI NORTHWEST OF NASHVILLE, 8-3/4 MI SOUTHWEST OF LAKE
 NF0346'ODESSA, 5 MI (8.0 KM) SOUTHWEST OF WOODLAND, 4.0 MI (6.4 KM)
 NF0346'NORTHEAAST OF HASTINGS AND VERY NEAR TO THE PROPERTY OF PAUL BUSSON,
 NF0346'3153 COATS GROVE ROAD, HASTINGS, MI 49058. (78949.0 KM)  PHONE (616)
 NF0346'945-4834.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-43 AND
 NF0346'WOODLAND ROAD AT WOODLAND, GO SOUTH ALONG WOODLAND ROAD FOR 3.0 MI
 NF0346'(4.8 KM) TO COATS GROVE ROAD.  TURN RIGHT AND GO WEST ALONG COATS
 NF0346'GROVE ROAD FOR 4.77 MI (7.68 KM) TO THE STATION ON THE RIGHT.  THIS IS
 NF0346'0.26 MI (0.42 KM) WEST OF THE CENTER OF FISHER ROAD.  STATION IS 0.23
 NF0346'MI (0.37 KM) EAST FROM THE CENTER OF RAGLA ROAD, 47.0 FT (14.3 M)
 NF0346'NORTH FROM THE CENTER OF COATS GROVE ROAD, 130.0 FT (39.6 M) WEST FROM
 NF0346'A UTILITY POLE, 0.5 FT (0.2 M) SOUTH FROM A METAL WITNESS POST WITH
 NF0346'SIGN AND 3.0 FT (0.9 M) LOWER THAN THE ROAD SURFACE.  STATION WAS
 NF0346'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE TO REACH FOR THIS STATION
 NF0346'WAS ADEQUATE, HOWEVER THE FENCE MENTIONED IN THE OLD DESCRIPTION IS
 NF0346'GONE.  THE STATION IS LOCATED 0.26 MI (0.42 KM) WEST OF THE CENTERLINE
 NF0346'OF FISHER ROAD AND 0.23 MILESEAST OF THE CENTERLINE OF RAGLA ROAD.
 NF0346'RECOVERED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 NF0346'ADVISOR.
 NF0346
 NF0346                          STATION RECOVERY (1995)
 NF0346
 NF0346'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0346'IN THE SOUTHWEST 1/4 OF SECTION 35, T4N, R8W, CARLTON TOWNSHIP, AND ON
 NF0346'THE WOODLAND QUADRANGLE MAP,  8 3/4 MILES NORTHWEST FROM NASHVILLE, 8
 NF0346'3/4 MILES SOUTHWEST FROM LAKE ODESSA, 5 MILES (8.0 KM) SOUTHEAST FROM
 NF0346'WOODLAND, 4 MILES (6.4 KM) NORTHEAST FROM HASTINGS AND ON THE PROPERTY
 NF0346'OF PAUL BUSSON, OF 3153 COATS GROVE ROAD, HASTINGS MICH., 49058.
 NF0346'PHONE (616) 945-4834.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 NF0346'M-43 AND WOODLAND ROAD IN WOODLAND, GO SOUTH ON WOODLAND ROAD FOR 3.0
 NF0346'MILES (4.8 KM) TO COATS GROVE ROAD.  TURN RIGHT AND GO WEST ON COATS
 NF0346'GROVE ROAD FOR 4.77MITO STATION ON THE RIGHT. STATION IS 47.0 FT (14.3
 NF0346'M) NORTH FROM CENTERLINE OF COATS GROVE ROAD, 8.0 FT (2.4 M) SOUTH
 NF0346'FROM THE EAST-WEST FENCE LINE, 0.5 FT (15.2 CM) SOUTH FROM A METAL
 NF0346'WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE ROAD SURFACE.  RECOVERY
 NF0346'1995 (BARRY COUNTY REMONUMENTATION) EAST-WEST FENCE LINE HAS BEEN
 NF0346'REMOVED.  STATION IS NOW 5.0 FEET SOUTH OF THE SOUTH EDGE OF A WORKING
 NF0346'FARM FIELD.
 NF0346
 NF0346                          STATION RECOVERY (1997)
 NF0346
 NF0346'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0346'RECOVERED IN GOOD CONDITION.
 NF0346
 NF0346                          STATION RECOVERY (2007)
 NF0346
 NF0346'RECOVERY NOTE BY GEOCACHING 2007 (JAW)
 NF0346'RECOVERED IN GOOD CONDITION.
 NF0346
 NF0346                          STATION RECOVERY (2020)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (VAD)
 NF0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0335 ***********************************************************************
 NF0335  DESIGNATION -  H 169
 NF0335  PID         -  NF0335
 NF0335  STATE/COUNTY-  MI/KENT
 NF0335  COUNTRY     -  US
 NF0335  USGS QUAD   -  ALTO (2017)
 NF0335
 NF0335                         *CURRENT SURVEY CONTROL
 NF0335  ______________________________________________________________________
 NF0335* NAD 83(1986) POSITION- 42 52 09.     (N) 085 25 45.     (W)   SCALED
 NF0335* NAVD 88 ORTHO HEIGHT -   244.990 (meters)      803.77  (feet) ADJUSTED
 NF0335  ______________________________________________________________________
 NF0335  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 NF0335  DYNAMIC HEIGHT  -        244.922 (meters)      803.55  (feet) COMP
 NF0335  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 NF0335
 NF0335  VERT ORDER      -  SECOND    CLASS 0
 NF0335
 NF0335.The horizontal coordinates were scaled from a map and have
 NF0335.an estimated accuracy of +/- 6 seconds.
 NF0335
 NF0335.The orthometric height was determined by differential leveling and
 NF0335.adjusted by the NATIONAL GEODETIC SURVEY
 NF0335.in June 1991.
 NF0335
 NF0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0335.GEOID18 height accuracy estimate available here.
 NF0335
 NF0335.Click photographs - Photos may exist for this station.
 NF0335
 NF0335.The dynamic height is computed by dividing the NAVD 88
 NF0335.geopotential number by the normal gravity value computed on the
 NF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0335.degrees latitude (g = 980.6199 gals.).
 NF0335
 NF0335.The modeled gravity was interpolated from observed gravity values.
 NF0335
 NF0335;                    North         East    Units  Estimated Accuracy
 NF0335;SPC MI S     -   152,630.    3,913,190.      MT  (+/- 180 meters Scaled)
 NF0335
 NF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN283474(NAD 83)
 NF0335
 NF0335                          SUPERSEDED SURVEY CONTROL
 NF0335
 NF0335  NGVD 29 (??/??/92)  245.117  (m)          804.19   (f) ADJ UNCH    2 0
 NF0335
 NF0335.Superseded values are not recommended for survey control.
 NF0335
 NF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0335.See file dsdata.pdf to determine how the superseded data were derived.
 NF0335
 NF0335_MARKER: DB = BENCH MARK DISK
 NF0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0335_STAMPING: H 169 1948
 NF0335_MARK LOGO: CGS
 NF0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0335+STABILITY: SURFACE MOTION
 NF0335
 NF0335  HISTORY     - Date     Condition        Report By
 NF0335  HISTORY     - 1948     MONUMENTED       CGS
 NF0335  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0335  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0335  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0335
 NF0335                          STATION DESCRIPTION
 NF0335
 NF0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0335'0.8 MI E FROM MC CORDS.
 NF0335'0.75 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0335'CROSSING OF MC CORDS AVENUE AT MC CORDS, AT THE CROSSING OF SNOW
 NF0335'AVENUE, 48 1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 NF0335'41 1/2 FEET SOUTH OF THE SOUTH RAIL, 36 FEET WEST OF THE CENTER
 NF0335'LINE OF SNOW AVENUE, 17 FEET WEST OF A FENCE LINE SOUTH, 2 FEET
 NF0335'WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK
 NF0335'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0335
 NF0335                          STATION RECOVERY (1975)
 NF0335
 NF0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0335'MARK NOT FOUND.
 NF0335
 NF0335                          STATION RECOVERY (1985)
 NF0335
 NF0335'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0335'MARK NOT FOUND.
 NF0335
 NF0335                          STATION RECOVERY (1999)
 NF0335
 NF0335'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OJ0017 ***********************************************************************
 OJ0017  DESIGNATION -  H 17
 OJ0017  PID         -  OJ0017
 OJ0017  STATE/COUNTY-  MI/ST CLAIR
 OJ0017  COUNTRY     -  US
 OJ0017  USGS QUAD   -  LAKEPORT (2017)
 OJ0017
 OJ0017                         *CURRENT SURVEY CONTROL
 OJ0017  ______________________________________________________________________
 OJ0017* NAD 83(1986) POSITION- 43 00 44.     (N) 082 25 33.     (W)   SCALED
 OJ0017* NAVD 88 ORTHO HEIGHT -   179.972 (meters)      590.46  (feet) ADJUSTED
 OJ0017  ______________________________________________________________________
 OJ0017  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 OJ0017  DYNAMIC HEIGHT  -        179.928 (meters)      590.31  (feet) COMP
 OJ0017  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 OJ0017
 OJ0017  VERT ORDER      -  FIRST     CLASS 0
 OJ0017
 OJ0017.The horizontal coordinates were scaled from a map and have
 OJ0017.an estimated accuracy of +/- 6 seconds.
 OJ0017
 OJ0017.The orthometric height was determined by differential leveling and
 OJ0017.adjusted by the NATIONAL GEODETIC SURVEY
 OJ0017.in June 1991.
 OJ0017
 OJ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OJ0017.GEOID18 height accuracy estimate available here.
 OJ0017
 OJ0017.Click photographs - Photos may exist for this station.
 OJ0017
 OJ0017.The dynamic height is computed by dividing the NAVD 88
 OJ0017.geopotential number by the normal gravity value computed on the
 OJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0017.degrees latitude (g = 980.6199 gals.).
 OJ0017
 OJ0017.The modeled gravity was interpolated from observed gravity values.
 OJ0017
 OJ0017;                    North         East    Units  Estimated Accuracy
 OJ0017;SPC MI S     -   169,800.    4,158,200.      MT  (+/- 180 meters Scaled)
 OJ0017
 OJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838631(NAD 83)
 OJ0017
 OJ0017                          SUPERSEDED SURVEY CONTROL
 OJ0017
 OJ0017  NGVD 29 (11/26/84)  180.087  (m)          590.84   (f) ADJUSTED    1 0
 OJ0017
 OJ0017.Superseded values are not recommended for survey control.
 OJ0017
 OJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0017.See file dsdata.pdf to determine how the superseded data were derived.
 OJ0017
 OJ0017_MARKER: DD = SURVEY DISK
 OJ0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0017_SP_SET: BUILDING
 OJ0017_STAMPING: H 17 1937
 OJ0017_MARK LOGO: USLS
 OJ0017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0017+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 OJ0017
 OJ0017  HISTORY     - Date     Condition        Report By
 OJ0017  HISTORY     - 1937     MONUMENTED       USLS
 OJ0017  HISTORY     - 1970     GOOD             USLS
 OJ0017  HISTORY     - 1980     GOOD             NGS
 OJ0017  HISTORY     - 1983     GOOD             USPSQD
 OJ0017  HISTORY     - 19950928 GOOD             USPSQD
 OJ0017  HISTORY     - 19970705 GOOD             USPSQD
 OJ0017  HISTORY     - 20030413 GOOD             USPSQD
 OJ0017  HISTORY     - 20060417 GOOD             MIDT
 OJ0017
 OJ0017                          STATION DESCRIPTION
 OJ0017
 OJ0017'DESCRIBED BY US LAKE SURVEY 1970
 OJ0017'AT PORT HURON.
 OJ0017'H 17 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ABOUT 0.5
 OJ0017'MILE NORTH OF FORT GRATIOT LIGHTHOUSE, JUST NORTHWEST OF NORTH
 OJ0017'END OF OMAR STREET, 15.8 FEET SOUTH OF NORTHWEST CORNER AND
 OJ0017'WEST FACE OF CUT STONE DWELLING OWNED BY MISS JULIA PECK, 1-1/2
 OJ0017'FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS
 OJ0017'ON BRONZE DISC SET INTO THE SANDSTONE WALL.  BM H-17 1937
 OJ0017
 OJ0017                          STATION RECOVERY (1980)
 OJ0017
 OJ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0017'IN PORT HURON, O.7 KILOMETER (0.45 MILE) NORTH ALONG OMAR STREET
 OJ0017'FROM THE ENTRANCE TO THE COAST GUARD STATION, SET IN THE WEST FACE
 OJ0017'OF A STONE HOUSE NUMBER 3203 NORTHWEST OF THE END OF OMAR STREET,
 OJ0017'4.8 METERS (15.8 FEET) SOUTH OF THE NORTHWEST CORNER OF THE HOUSE,
 OJ0017'0.2 METER (0.7 FEET) NORTH OF THE NORTH FACE OF THE SUN PORCH
 OJ0017'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0017
 OJ0017                          STATION RECOVERY (1983)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (1995)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (1997)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (2003)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (2006)
 OJ0017
 OJ0017'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JDB)
 OJ0017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 OK0337 ***********************************************************************
 OK0337  DESIGNATION -  H 17
 OK0337  PID         -  OK0337
 OK0337  STATE/COUNTY-  MI/IONIA
 OK0337  COUNTRY     -  US
 OK0337  USGS QUAD   -  SHILOH (2017)
 OK0337
 OK0337                         *CURRENT SURVEY CONTROL
 OK0337  ______________________________________________________________________
 OK0337* NAD 83(1986) POSITION- 43 05 01.     (N) 085 05 07.     (W)   SCALED
 OK0337* NAVD 88 ORTHO HEIGHT -   253.925 (meters)      833.09  (feet) ADJUSTED
 OK0337  ______________________________________________________________________
 OK0337  GEOID HEIGHT    -        -33.148 (meters)                     GEOID18
 OK0337  DYNAMIC HEIGHT  -        253.866 (meters)      832.89  (feet) COMP
 OK0337  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 OK0337
 OK0337  VERT ORDER      -  FIRST     CLASS II
 OK0337
 OK0337.The horizontal coordinates were scaled from a map and have
 OK0337.an estimated accuracy of +/- 6 seconds.
 OK0337
 OK0337.The orthometric height was determined by differential leveling and
 OK0337.adjusted by the NATIONAL GEODETIC SURVEY
 OK0337.in June 1991.
 OK0337
 OK0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OK0337.GEOID18 height accuracy estimate available here.
 OK0337
 OK0337.Click photographs - Photos may exist for this station.
 OK0337
 OK0337.The dynamic height is computed by dividing the NAVD 88
 OK0337.geopotential number by the normal gravity value computed on the
 OK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0337.degrees latitude (g = 980.6199 gals.).
 OK0337
 OK0337.The modeled gravity was interpolated from observed gravity values.
 OK0337
 OK0337;                    North         East    Units  Estimated Accuracy
 OK0337;SPC MI S     -   176,150.    3,941,490.      MT  (+/- 180 meters Scaled)
 OK0337
 OK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN558718(NAD 83)
 OK0337
 OK0337                          SUPERSEDED SURVEY CONTROL
 OK0337
 OK0337  NGVD 29 (??/??/92)  254.058  (m)          833.52   (f) ADJ UNCH    1 2
 OK0337
 OK0337.Superseded values are not recommended for survey control.
 OK0337
 OK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0337.See file dsdata.pdf to determine how the superseded data were derived.
 OK0337
 OK0337_MARKER: DB = BENCH MARK DISK
 OK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0337_STAMPING: ELEV 833.522 FT H 17 1916
 OK0337_MARK LOGO: CGS
 OK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0337+STABILITY: SURFACE MOTION
 OK0337
 OK0337  HISTORY     - Date     Condition        Report By
 OK0337  HISTORY     - 1916     MONUMENTED       CGS
 OK0337  HISTORY     - 1934     GOOD             CGS
 OK0337  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0337
 OK0337                          STATION DESCRIPTION
 OK0337
 OK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0337'1.5 MI S FROM SHILOH.
 OK0337'1.5 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0337'RAILWAY FROM THE FORMER STATION AT SHILOH, IONIA COUNTY, AT THE
 OK0337'INTERSECTION OF THE WEST RIGHT-OF-WAY FENCE AND AN EAST-AND-WEST
 OK0337'PROPERTY LINE SEPARATING A CULTIVATED FIELD TO THE SOUTH FROM
 OK0337'A HEAVILY WOODED TRACT TO THE NORTH, AND 31 FEET WEST OF THE
 OK0337'FORMER LOCATION OF THE TRACK.  A STANDARD DISK, STAMPED ELEV
 OK0337'833.522 FT. H 17 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0337'PROJECTING 8 INCHES ABOVE GROUND.
 OK0337
 OK0337                          STATION RECOVERY (1969)
 OK0337
 OK0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0602 ***********************************************************************
 NF0602  DESIGNATION -  H 170
 NF0602  PID         -  NF0602
 NF0602  STATE/COUNTY-  MI/ALLEGAN
 NF0602  COUNTRY     -  US
 NF0602  USGS QUAD   -  OTSEGO (2017)
 NF0602
 NF0602                         *CURRENT SURVEY CONTROL
 NF0602  ______________________________________________________________________
 NF0602* NAD 83(1986) POSITION- 42 26 47.     (N) 085 40 04.     (W)   SCALED
 NF0602* NAVD 88 ORTHO HEIGHT -   225.484 (meters)      739.78  (feet) ADJUSTED
 NF0602  ______________________________________________________________________
 NF0602  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 NF0602  DYNAMIC HEIGHT  -        225.419 (meters)      739.56  (feet) COMP
 NF0602  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 NF0602
 NF0602  VERT ORDER      -  SECOND    CLASS 0
 NF0602
 NF0602.The horizontal coordinates were scaled from a map and have
 NF0602.an estimated accuracy of +/- 6 seconds.
 NF0602
 NF0602.The orthometric height was determined by differential leveling and
 NF0602.adjusted by the NATIONAL GEODETIC SURVEY
 NF0602.in June 1991.
 NF0602
 NF0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0602.GEOID18 height accuracy estimate available here.
 NF0602
 NF0602.Click photographs - Photos may exist for this station.
 NF0602
 NF0602.The dynamic height is computed by dividing the NAVD 88
 NF0602.geopotential number by the normal gravity value computed on the
 NF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0602.degrees latitude (g = 980.6199 gals.).
 NF0602
 NF0602.The modeled gravity was interpolated from observed gravity values.
 NF0602
 NF0602;                    North         East    Units  Estimated Accuracy
 NF0602;SPC MI S     -   105,950.    3,892,970.      MT  (+/- 180 meters Scaled)
 NF0602
 NF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095001(NAD 83)
 NF0602
 NF0602                          SUPERSEDED SURVEY CONTROL
 NF0602
 NF0602  NGVD 29 (??/??/92)  225.617  (m)          740.21   (f) ADJ UNCH    2 0
 NF0602
 NF0602.Superseded values are not recommended for survey control.
 NF0602
 NF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0602.See file dsdata.pdf to determine how the superseded data were derived.
 NF0602
 NF0602_MARKER: DB = BENCH MARK DISK
 NF0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0602_STAMPING: H 170 1948
 NF0602_MARK LOGO: CGS
 NF0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0602+STABILITY: SURFACE MOTION
 NF0602
 NF0602  HISTORY     - Date     Condition        Report By
 NF0602  HISTORY     - 1948     MONUMENTED       CGS
 NF0602  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0602  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0602  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0602
 NF0602                          STATION DESCRIPTION
 NF0602
 NF0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0602'1.5 MI NW FROM PLAINWELL.
 NF0602'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 NF0602'OF U.S. HIGHWAY 131 AT PLAINWELL, ABOUT 1.8 MILES SOUTHEAST OF THE
 NF0602'STATE BANK BUILDING AT OTSEGO, ABOUT 0.25 MILES SOUTH OF HWY
 NF0602'AT OLD ENTRANCE TO MC KAY AIRPORT, 70 FEET EAST OF DIM DIRT
 NF0602'ROAD TO SMALL SAND PIT, 36 FEET NORTHWEST OF DENSE PATCH OF
 NF0602'SASSAFRAS TREES, 16 FEET NORTHEAST OF RUSTED IRON REVOLVING POST
 NF0602'(OLD STAND FOR AIRPORT WIND INDICATOR), 2 FEET SOUTH OF METAL
 NF0602'WITNESS POST AND SIGN, AND SET IN THE TOP OF A CONCRETE POST
 NF0602'PROJECTING 2 INCH.
 NF0602
 NF0602                          STATION RECOVERY (1984)
 NF0602
 NF0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0602'MARK NOT FOUND.
 NF0602
 NF0602                          STATION RECOVERY (1997)
 NF0602
 NF0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0602'MARK NOT FOUND.
 NF0602
 NF0602                          STATION RECOVERY (2005)
 NF0602
 NF0602'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0602'RECENT PAVING AND SHOULDER WORK MAY HAVE COVERED MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0633 ***********************************************************************
 NF0633  DESIGNATION -  H 171
 NF0633  PID         -  NF0633
 NF0633  STATE/COUNTY-  MI/VAN BUREN
 NF0633  COUNTRY     -  US
 NF0633  USGS QUAD   -  MERSON (2017)
 NF0633
 NF0633                         *CURRENT SURVEY CONTROL
 NF0633  ______________________________________________________________________
 NF0633* NAD 83(1986) POSITION- 42 25 12.     (N) 085 49 02.     (W)   SCALED
 NF0633* NAVD 88 ORTHO HEIGHT -   222.578 (meters)      730.24  (feet) ADJUSTED
 NF0633  ______________________________________________________________________
 NF0633  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 NF0633  DYNAMIC HEIGHT  -        222.516 (meters)      730.04  (feet) COMP
 NF0633  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 NF0633
 NF0633  VERT ORDER      -  SECOND    CLASS 0
 NF0633
 NF0633.The horizontal coordinates were scaled from a map and have
 NF0633.an estimated accuracy of +/- 6 seconds.
 NF0633
 NF0633.The orthometric height was determined by differential leveling and
 NF0633.adjusted by the NATIONAL GEODETIC SURVEY
 NF0633.in June 1991.
 NF0633
 NF0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0633.GEOID18 height accuracy estimate available here.
 NF0633
 NF0633.Click photographs - Photos may exist for this station.
 NF0633
 NF0633.The dynamic height is computed by dividing the NAVD 88
 NF0633.geopotential number by the normal gravity value computed on the
 NF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0633.degrees latitude (g = 980.6199 gals.).
 NF0633
 NF0633.The modeled gravity was interpolated from observed gravity values.
 NF0633
 NF0633;                    North         East    Units  Estimated Accuracy
 NF0633;SPC MI S     -   103,220.    3,880,630.      MT  (+/- 180 meters Scaled)
 NF0633
 NF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM973970(NAD 83)
 NF0633
 NF0633                          SUPERSEDED SURVEY CONTROL
 NF0633
 NF0633  NGVD 29 (??/??/92)  222.715  (m)          730.69   (f) ADJ UNCH    2 0
 NF0633
 NF0633.Superseded values are not recommended for survey control.
 NF0633
 NF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0633.See file dsdata.pdf to determine how the superseded data were derived.
 NF0633
 NF0633_MARKER: DB = BENCH MARK DISK
 NF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0633_STAMPING: H 171 1948
 NF0633_MARK LOGO: CGS
 NF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0633+STABILITY: SURFACE MOTION
 NF0633
 NF0633  HISTORY     - Date     Condition        Report By
 NF0633  HISTORY     - 1948     MONUMENTED       CGS
 NF0633  HISTORY     - 1977     GOOD             MIDH
 NF0633
 NF0633                          STATION DESCRIPTION
 NF0633
 NF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0633'5.2 MI N FROM KENDALL.
 NF0633'5.15 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE
 NF0633'AT KENDALL, ABOUT 2.05 MILES SOUTH OF THE TROWBRIDGE GRANGE HALL,
 NF0633'AT THE INTERSECTION OF THE VAN BUREN - ALLEGAN COUNTY LINE,
 NF0633'ABOUT 0.25 MILE SOUTH OF A SMALL BRIDGE, ON THE OUTSIDE OF A
 NF0633'CURVE WITH TANGENTS NORTH AND SOUTH-SOUTHWEST, 26 FEET EAST OF
 NF0633'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A WIRE FENCE, 24.5
 NF0633'FEET SOUTH OF A FENCE CORNER, 9.5 FEET SOUTH OF THE SOUTH GATE
 NF0633'POST OF A GATE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0633'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0633'PROJECTING 6 INCHES.
 NF0633
 NF0633                          STATION RECOVERY (1977)
 NF0633
 NF0633'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0924 ***********************************************************************
 NF0924  DESIGNATION -  H 172
 NF0924  PID         -  NF0924
 NF0924  STATE/COUNTY-  MI/ALLEGAN
 NF0924  COUNTRY     -  US
 NF0924  USGS QUAD   -  BURNIPS (2017)
 NF0924
 NF0924                         *CURRENT SURVEY CONTROL
 NF0924  ______________________________________________________________________
 NF0924* NAD 83(1986) POSITION- 42 38 17.     (N) 085 50 23.     (W)   SCALED
 NF0924* NAVD 88 ORTHO HEIGHT -   273.910 (meters)      898.65  (feet) ADJUSTED
 NF0924  ______________________________________________________________________
 NF0924  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 NF0924  DYNAMIC HEIGHT  -        273.838 (meters)      898.42  (feet) COMP
 NF0924  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 NF0924
 NF0924  VERT ORDER      -  SECOND    CLASS 0
 NF0924
 NF0924.The horizontal coordinates were scaled from a map and have
 NF0924.an estimated accuracy of +/- 6 seconds.
 NF0924
 NF0924.The orthometric height was determined by differential leveling and
 NF0924.adjusted by the NATIONAL GEODETIC SURVEY
 NF0924.in June 1991.
 NF0924
 NF0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0924.GEOID18 height accuracy estimate available here.
 NF0924
 NF0924.Click photographs - Photos may exist for this station.
 NF0924
 NF0924.The dynamic height is computed by dividing the NAVD 88
 NF0924.geopotential number by the normal gravity value computed on the
 NF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0924.degrees latitude (g = 980.6199 gals.).
 NF0924
 NF0924.The modeled gravity was interpolated from observed gravity values.
 NF0924
 NF0924;                    North         East    Units  Estimated Accuracy
 NF0924;SPC MI S     -   127,470.    3,879,200.      MT  (+/- 180 meters Scaled)
 NF0924
 NF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN951212(NAD 83)
 NF0924
 NF0924                          SUPERSEDED SURVEY CONTROL
 NF0924
 NF0924  NGVD 29 (??/??/92)  274.046  (m)          899.10   (f) ADJ UNCH    2 0
 NF0924
 NF0924.Superseded values are not recommended for survey control.
 NF0924
 NF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0924.See file dsdata.pdf to determine how the superseded data were derived.
 NF0924
 NF0924_MARKER: DB = BENCH MARK DISK
 NF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0924_STAMPING: H 172 1948
 NF0924_MARK LOGO: CGS
 NF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0924+STABILITY: SURFACE MOTION
 NF0924
 NF0924  HISTORY     - Date     Condition        Report By
 NF0924  HISTORY     - 1948     MONUMENTED       CGS
 NF0924  HISTORY     - 1959     GOOD             CGS
 NF0924  HISTORY     - 1978     GOOD             USGS
 NF0924  HISTORY     - 1987     GOOD             USPSQD
 NF0924  HISTORY     - 1989     GOOD             USPSQD
 NF0924
 NF0924                          STATION DESCRIPTION
 NF0924
 NF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NF0924'AT MONTEREY.
 NF0924'AT MONTEREY, IN THE SOUTHEAST QUARTER OF AN EAST-WEST ROAD AND
 NF0924'COUNTY ROAD 653 (NORTH-SOUTH) 145 FEET EAST OF THE CENTERLINE OF
 NF0924'COUNTY ROAD 653, 34 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 NF0924'ROAD, AT THE NORTHEAST CORNER OF LAWN AROUND GRANGE HALL, 56 FEET
 NF0924'EAST-NORTHEAST OF THE NORTHEAST CORNER OF GRANGE HALL, 1 FOOT
 NF0924'NORTH OF A T FENCE CORNER AT CORNER OF LAWN, 27 FEET WEST OF A
 NF0924'TWIN 6-INCH ALDER TREE, 80 FEET SOUTH-SOUTHEAST AND ACROSS ROAD
 NF0924'FROM THE SOUTHEAST CORNER OF A HOUSE, 2 FEET EAST OF A WHITE
 NF0924'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 NF0924'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0924
 NF0924                          STATION RECOVERY (1978)
 NF0924
 NF0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0924'AT MONTEREY, NEAR THE COR. OF SECS. 15, 16, 21 AND 22, T. 3 N., R. 13
 NF0924'W., 35 FT S. AND 147 FT E. OF THE JCT. OF COUNTY HWY. 653 AND 130TH
 NF0924'AVE., 80 FT SSE OF THE SE. CORNER OF A HOUSE, 56 FT ENE OF THE NE.
 NF0924'COR. OF THE MONTEREY COMMUNITY HALL, 10 FT N. AND 14 FT E. OF 24 INCH
 NF0924'DIA. ELM TREE, IN LINE WITH WIRE FENCE S., 2 FT E. OF METAL WITNESS
 NF0924'SIGN, IN CONC. POST PROJECTING 0.2 FEET. STANDARD TABLET STAMPED H
 NF0924'172 1948.
 NF0924
 NF0924                          STATION RECOVERY (1987)
 NF0924
 NF0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0924'RECOVERED IN GOOD CONDITION.
 NF0924
 NF0924                          STATION RECOVERY (1989)
 NF0924
 NF0924'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0974 ***********************************************************************
 NF0974  DESIGNATION -  H 173
 NF0974  PID         -  NF0974
 NF0974  STATE/COUNTY-  MI/ALLEGAN
 NF0974  COUNTRY     -  US
 NF0974  USGS QUAD   -  BURNIPS (2017)
 NF0974
 NF0974                         *CURRENT SURVEY CONTROL
 NF0974  ______________________________________________________________________
 NF0974* NAD 83(1986) POSITION- 42 41 47.     (N) 085 45 03.     (W)   SCALED
 NF0974* NAVD 88 ORTHO HEIGHT -   225.587 (meters)      740.11  (feet) ADJUSTED
 NF0974  ______________________________________________________________________
 NF0974  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 NF0974  DYNAMIC HEIGHT  -        225.526 (meters)      739.91  (feet) COMP
 NF0974  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 NF0974
 NF0974  VERT ORDER      -  SECOND    CLASS 0
 NF0974
 NF0974.The horizontal coordinates were scaled from a map and have
 NF0974.an estimated accuracy of +/- 6 seconds.
 NF0974
 NF0974.The orthometric height was determined by differential leveling and
 NF0974.adjusted by the NATIONAL GEODETIC SURVEY
 NF0974.in June 1991.
 NF0974
 NF0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0974.GEOID18 height accuracy estimate available here.
 NF0974
 NF0974.Click photographs - Photos may exist for this station.
 NF0974
 NF0974.The dynamic height is computed by dividing the NAVD 88
 NF0974.geopotential number by the normal gravity value computed on the
 NF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0974.degrees latitude (g = 980.6199 gals.).
 NF0974
 NF0974.The modeled gravity was interpolated from observed gravity values.
 NF0974
 NF0974;                    North         East    Units  Estimated Accuracy
 NF0974;SPC MI S     -   133,820.    3,886,600.      MT  (+/- 180 meters Scaled)
 NF0974
 NF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN023278(NAD 83)
 NF0974
 NF0974                          SUPERSEDED SURVEY CONTROL
 NF0974
 NF0974  NGVD 29 (??/??/92)  225.720  (m)          740.55   (f) ADJ UNCH    2 0
 NF0974
 NF0974.Superseded values are not recommended for survey control.
 NF0974
 NF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0974.See file dsdata.pdf to determine how the superseded data were derived.
 NF0974
 NF0974_MARKER: DB = BENCH MARK DISK
 NF0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0974_STAMPING: H 173 1948
 NF0974_MARK LOGO: CGS
 NF0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0974+STABILITY: SURFACE MOTION
 NF0974
 NF0974  HISTORY     - Date     Condition        Report By
 NF0974  HISTORY     - 1948     MONUMENTED       CGS
 NF0974  HISTORY     - 1974     GOOD             NGS
 NF0974  HISTORY     - 1987     GOOD             USPSQD
 NF0974  HISTORY     - 1989     GOOD             USPSQD
 NF0974
 NF0974                          STATION DESCRIPTION
 NF0974
 NF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0974'3.4 MI SW FROM DORR.
 NF0974'ABOUT 1.35 MILES WEST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0974'CENTRAL RAILROAD STATION AT DORR, THENCE ABOUT 2.0 MILES SOUTH
 NF0974'ALONG A GRAVEL ROAD, AT THE T JUNCTION OF AN EAST-WEST ROAD,
 NF0974'33 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 NF0974'EAST OF THE CENTER LINE OF THE ROAD NORTH, 9 FEET NORTHWEST OF A
 NF0974'6-INCH OAK TREE, 10 FEET SOUTHEAST OF A FENCE CORNER, 9 FEET
 NF0974'SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET EAST OF A WHITE
 NF0974'WOODEN WITNESS POST, 3 FEET ABOVE THE EAST-WEST ROAD AND SET
 NF0974'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 NF0974
 NF0974                          STATION RECOVERY (1974)
 NF0974
 NF0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0974'RECOVERED IN GOOD CONDITION.
 NF0974
 NF0974                          STATION RECOVERY (1987)
 NF0974
 NF0974'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0974'RECOVERED IN GOOD CONDITION.
 NF0974
 NF0974                          STATION RECOVERY (1989)
 NF0974
 NF0974'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0653 ***********************************************************************
 NF0653  DESIGNATION -  H 174
 NF0653  PID         -  NF0653
 NF0653  STATE/COUNTY-  MI/ALLEGAN
 NF0653  COUNTRY     -  US
 NF0653  USGS QUAD   -  BLOOMINGDALE (2017)
 NF0653
 NF0653                         *CURRENT SURVEY CONTROL
 NF0653  ______________________________________________________________________
 NF0653* NAD 83(1986) POSITION- 42 29 28.     (N) 085 57 19.     (W)   SCALED
 NF0653* NAVD 88 ORTHO HEIGHT -   224.990 (meters)      738.15  (feet) ADJUSTED
 NF0653  ______________________________________________________________________
 NF0653  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 NF0653  DYNAMIC HEIGHT  -        224.930 (meters)      737.96  (feet) COMP
 NF0653  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 NF0653
 NF0653  VERT ORDER      -  SECOND    CLASS 0
 NF0653
 NF0653.The horizontal coordinates were scaled from a map and have
 NF0653.an estimated accuracy of +/- 6 seconds.
 NF0653
 NF0653.The orthometric height was determined by differential leveling and
 NF0653.adjusted by the NATIONAL GEODETIC SURVEY
 NF0653.in June 1991.
 NF0653
 NF0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0653.GEOID18 height accuracy estimate available here.
 NF0653
 NF0653.Click photographs - Photos may exist for this station.
 NF0653
 NF0653.The dynamic height is computed by dividing the NAVD 88
 NF0653.geopotential number by the normal gravity value computed on the
 NF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0653.degrees latitude (g = 980.6199 gals.).
 NF0653
 NF0653.The modeled gravity was interpolated from observed gravity values.
 NF0653
 NF0653;                    North         East    Units  Estimated Accuracy
 NF0653;SPC MI S     -   111,320.    3,869,420.      MT  (+/- 180 meters Scaled)
 NF0653
 NF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN858048(NAD 83)
 NF0653
 NF0653                          SUPERSEDED SURVEY CONTROL
 NF0653
 NF0653  NGVD 29 (??/??/92)  225.130  (m)          738.61   (f) ADJ UNCH    2 0
 NF0653
 NF0653.Superseded values are not recommended for survey control.
 NF0653
 NF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0653.See file dsdata.pdf to determine how the superseded data were derived.
 NF0653
 NF0653_MARKER: DB = BENCH MARK DISK
 NF0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0653_STAMPING: H 174 1948
 NF0653_MARK LOGO: CGS
 NF0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0653+STABILITY: SURFACE MOTION
 NF0653
 NF0653  HISTORY     - Date     Condition        Report By
 NF0653  HISTORY     - 1948     MONUMENTED       CGS
 NF0653  HISTORY     - 1984     GOOD             NGS
 NF0653  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0653  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0653
 NF0653                          STATION DESCRIPTION
 NF0653
 NF0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0653'3.3 MI N FROM CHESHIRE.
 NF0653'3.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0653'A CEMETERY AT CHESHIRE ABOUT 0.25 MILE NORTH OF ROWE SCHOOL,
 NF0653'ABOUT 0.15 MILE SOUTH OF ROWE CEMETERY, AT AN EAST-WEST CROSS
 NF0653'ROAD, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 NF0653'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 49.5 FEET WEST OF A
 NF0653'FENCE CORNER, 45 FEET NORTHWEST OF A POWER POLE WITH LINES
 NF0653'NORTH-SOUTH AND EAST-WEST.  1 FOOT NORTH OF A WIRE FENCE, 2
 NF0653'FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD
 NF0653'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0653
 NF0653                          STATION RECOVERY (1984)
 NF0653
 NF0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0653'BENCH MARK IS NOW 0.61 MI (2.0 FT) EAST OF A WITNESS POST AND LEVEL
 NF0653'WITH GROUND SURFACED.
 NF0653
 NF0653                          STATION RECOVERY (1989)
 NF0653
 NF0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0653'MARK NOT FOUND.
 NF0653
 NF0653                          STATION RECOVERY (2006)
 NF0653
 NF0653'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0653'CARSONITE POST AND WOOD POST FOUND IN AREA, BUT NO MARK FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0551 ***********************************************************************
 NF0551  DESIGNATION -  H 175
 NF0551  PID         -  NF0551
 NF0551  STATE/COUNTY-  MI/ALLEGAN
 NF0551  COUNTRY     -  US
 NF0551  USGS QUAD   -  KALAMAZOO NE (2017)
 NF0551
 NF0551                         *CURRENT SURVEY CONTROL
 NF0551  ______________________________________________________________________
 NF0551* NAD 83(1986) POSITION- 42 28 20.     (N) 085 35 12.     (W)   SCALED
 NF0551* NAVD 88 ORTHO HEIGHT -   232.978 (meters)      764.36  (feet) ADJUSTED
 NF0551  ______________________________________________________________________
 NF0551  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 NF0551  DYNAMIC HEIGHT  -        232.908 (meters)      764.13  (feet) COMP
 NF0551  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 NF0551
 NF0551  VERT ORDER      -  SECOND    CLASS 0
 NF0551
 NF0551.The horizontal coordinates were scaled from a map and have
 NF0551.an estimated accuracy of +/- 6 seconds.
 NF0551
 NF0551.The orthometric height was determined by differential leveling and
 NF0551.adjusted by the NATIONAL GEODETIC SURVEY
 NF0551.in June 1991.
 NF0551
 NF0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0551.GEOID18 height accuracy estimate available here.
 NF0551
 NF0551.Click photographs - Photos may exist for this station.
 NF0551
 NF0551.The dynamic height is computed by dividing the NAVD 88
 NF0551.geopotential number by the normal gravity value computed on the
 NF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0551.degrees latitude (g = 980.6199 gals.).
 NF0551
 NF0551.The modeled gravity was interpolated from observed gravity values.
 NF0551
 NF0551;                    North         East    Units  Estimated Accuracy
 NF0551;SPC MI S     -   108,720.    3,899,680.      MT  (+/- 180 meters Scaled)
 NF0551
 NF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN161031(NAD 83)
 NF0551
 NF0551                          SUPERSEDED SURVEY CONTROL
 NF0551
 NF0551  NGVD 29 (??/??/92)  233.107  (m)          764.79   (f) ADJ UNCH    2 0
 NF0551
 NF0551.Superseded values are not recommended for survey control.
 NF0551
 NF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0551.See file dsdata.pdf to determine how the superseded data were derived.
 NF0551
 NF0551_MARKER: DB = BENCH MARK DISK
 NF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0551_STAMPING: H 175 1948
 NF0551_MARK LOGO: CGS
 NF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0551+STABILITY: SURFACE MOTION
 NF0551
 NF0551  HISTORY     - Date     Condition        Report By
 NF0551  HISTORY     - 1948     MONUMENTED       CGS
 NF0551  HISTORY     - 1966     GOOD             USGS
 NF0551  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0551  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 NF0551
 NF0551                          STATION DESCRIPTION
 NF0551
 NF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0551'2.4 MI WNW FROM DOSTER.
 NF0551'2.4 MILES WEST AND NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 NF0551'COUNTY LINE CROSSROAD AT DOSTER, AT THE JUNCTION OF COUNTY ROAD
 NF0551'412 LEADING NORTHEAST-SOUTHWEST, AT THE BELLINGHAM SCHOOL, 196
 NF0551'FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 412, 32 FEET
 NF0551'SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD SOUTHEAST,
 NF0551'74.5 FEET EAST OF THE EAST CORNER OF THE MAIN PART OF THE SCHOOL
 NF0551'BUILDING, 1 FOOT NORTHEAST OF THE SCHOOL YARD FENCE, 2 FEET
 NF0551'NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE ROAD AND SET
 NF0551'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 NF0551'SCHOOL IS NOW ABANDONED.
 NF0551
 NF0551                          STATION RECOVERY (1966)
 NF0551
 NF0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0551'RECOVERED IN GOOD CONDITION.
 NF0551
 NF0551                          STATION RECOVERY (1989)
 NF0551
 NF0551'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0551'MARK NOT FOUND.
 NF0551
 NF0551                          STATION RECOVERY (2003)
 NF0551
 NF0551'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0551'SCHOOL GONE, CHURCH BUILDING ON SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 05:22:53 EDT
 NF0828 ***********************************************************************
 NF0828  DESIGNATION -  H 176
 NF0828  PID         -  NF0828
 NF0828  STATE/COUNTY-  MI/BARRY
 NF0828  COUNTRY     -  US
 NF0828  USGS QUAD   -  ORANGEVILLE (2017)
 NF0828
 NF0828                         *CURRENT SURVEY CONTROL
 NF0828  ______________________________________________________________________
 NF0828* NAD 83(1986) POSITION- 42 31 04.     (N) 085 32 20.     (W)   SCALED
 NF0828* NAVD 88 ORTHO HEIGHT -   245.133 (meters)      804.24  (feet) ADJUSTED
 NF0828  ______________________________________________________________________
 NF0828  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 NF0828  DYNAMIC HEIGHT  -        245.059 (meters)      804.00  (feet) COMP
 NF0828  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 NF0828
 NF0828  VERT ORDER      -  SECOND    CLASS 0
 NF0828
 NF0828.The horizontal coordinates were scaled from a map and have
 NF0828.an estimated accuracy of +/- 6 seconds.
 NF0828
 NF0828.The orthometric height was determined by differential leveling and
 NF0828.adjusted by the NATIONAL GEODETIC SURVEY
 NF0828.in June 1991.
 NF0828
 NF0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 NF0828